














                                  SURVEY CONTROL DATA
                                
                             STATE=CT
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0661 ***********************************************************************
 LX0661  DESIGNATION -  1
 LX0661  PID         -  LX0661
 LX0661  STATE/COUNTY-  CT/LITCHFIELD
 LX0661  USGS QUAD   -  LITCHFIELD (1984)
 LX0661
 LX0661                         *CURRENT SURVEY CONTROL
 LX0661  ___________________________________________________________________
 LX0661* NAD 83(1986)-  41 40 59.     (N)    073 13 45.     (W)     SCALED    
 LX0661* NAVD 88     -       287.778  (meters)     944.15   (feet)  POSTED    
 LX0661  ___________________________________________________________________
 LX0661  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0661  DYNAMIC HT  -         287.680 (meters)     943.83  (feet)  COMP
 LX0661  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX0661
 LX0661  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0661
 LX0661.The horizontal coordinates were scaled from a topographic map and have
 LX0661.an estimated accuracy of +/- 6 seconds.
 LX0661
 LX0661.The orthometric height was determined by differential leveling
 LX0661.and adjusted by the National Geodetic Survey in 1992..
 LX0661.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0661.rate of 0.0 thru 1.0 mm/km.
 LX0661
 LX0661.The geoid height was determined by GEOID03.
 LX0661
 LX0661.The dynamic height is computed by dividing the NAVD 88
 LX0661.geopotential number by the normal gravity value computed on the
 LX0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0661.degrees latitude (g = 980.6199 gals.).
 LX0661
 LX0661.The modeled gravity was interpolated from observed gravity values.
 LX0661
 LX0661;                    North         East    Units  Estimated Accuracy
 LX0661;SPC CT       -   246,880.      264,910.      MT  (+/- 180 meters Scaled)
 LX0661
 LX0661                          SUPERSEDED SURVEY CONTROL
 LX0661
 LX0661.No superseded survey control is available for this station.
 LX0661
 LX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM473161(NAD 83)
 LX0661_MARKER: DD = SURVEY DISK
 LX0661_SETTING: 80 = SET IN A BOULDER
 LX0661_SP_SET: BOULDER
 LX0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0661+STABILITY: SURFACE MOTION
 LX0661
 LX0661  HISTORY     - Date     Condition        Report By
 LX0661  HISTORY     - UNK      MONUMENTED       CU
 LX0661  HISTORY     - 1916     GOOD             NGS
 LX0661  HISTORY     - 1950     MARK NOT FOUND   NGS
 LX0661
 LX0661                          STATION DESCRIPTION
 LX0661
 LX0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0661'3 MI S FROM BANTAM.
 LX0661'ABOUT 0.2 MILE SOUTH OF THE SOUTH END OF BANTAM LAKE, EAST OF
 LX0661'THE ROAD LEADING TO CAMP COLUMBIA, SOUTH OF THE ROAD FROM LAKESIDE
 LX0661'TO MORRIS, IN THE TOP OF A FLAT BOULDER FLUSH WITH THE GROUND,
 LX0661'AND USUALLY IN SUMMER WELL HIDDEN IN TALL GRASS.  THE MARK IS
 LX0661'BETWEEN THE ROAD AND THE STONE WALL ON THE SOUTH SIDE OF THE
 LX0661'LAKESIDE-MORRIS ROAD.
 LX0661
 LX0661                          STATION RECOVERY (1950)
 LX0661
 LX0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LX0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2337 ***********************************************************************
 LX2337  DESIGNATION -  1
 LX2337  PID         -  LX2337
 LX2337  STATE/COUNTY-  CT/FAIRFIELD
 LX2337  USGS QUAD   -  BRIDGEPORT (1984)
 LX2337
 LX2337                         *CURRENT SURVEY CONTROL
 LX2337  ___________________________________________________________________
 LX2337* NAD 83(1986)-  41 14 23.     (N)    073 13 13.     (W)     SCALED    
 LX2337* NAVD 88     -       109.053  (meters)     357.78   (feet)  ADJUSTED  
 LX2337  ___________________________________________________________________
 LX2337  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX2337  DYNAMIC HT  -         109.016 (meters)     357.66  (feet)  COMP
 LX2337  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX2337
 LX2337  VERT ORDER  -  FIRST     CLASS II
 LX2337
 LX2337.The horizontal coordinates were scaled from a topographic map and have
 LX2337.an estimated accuracy of +/- 6 seconds.
 LX2337
 LX2337.The orthometric height was determined by differential leveling
 LX2337.and adjusted by the National Geodetic Survey in June 1991..
 LX2337
 LX2337.The geoid height was determined by GEOID03.
 LX2337
 LX2337.The dynamic height is computed by dividing the NAVD 88
 LX2337.geopotential number by the normal gravity value computed on the
 LX2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2337.degrees latitude (g = 980.6199 gals.).
 LX2337
 LX2337.The modeled gravity was interpolated from observed gravity values.
 LX2337
 LX2337;                    North         East    Units  Estimated Accuracy
 LX2337;SPC CT       -   197,640.      265,380.      MT  (+/- 180 meters Scaled)
 LX2337
 LX2337                          SUPERSEDED SURVEY CONTROL
 LX2337
 LX2337.No superseded survey control is available for this station.
 LX2337
 LX2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL491668(NAD 83)
 LX2337_MARKER: DD = SURVEY DISK
 LX2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2337_SP_SET: CONCRETE POST
 LX2337_STAMPING: 1
 LX2337_MARK LOGO: CTDT  
 LX2337_PROJECTION: PROJECTING 10 CENTIMETERS
 LX2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2337+STABILITY: SURFACE MOTION
 LX2337
 LX2337  HISTORY     - Date     Condition        Report By
 LX2337  HISTORY     - UNK      MONUMENTED       CTDT
 LX2337  HISTORY     - 1985     GOOD             NGS
 LX2337
 LX2337                          STATION DESCRIPTION
 LX2337
 LX2337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2337'IN TRUMBULL.
 LX2337'IN TRUMBULL, 1.9 KM (1.2 MI) SOUTH ALONG STATE HIGHWAY 111 FROM THE
 LX2337'JUNCTION OF STATE HIGHWAY 127 TO THE JUNCTION OF COLONY AVENUE AND THE
 LX2337'MARK ON THE RIGHT, 8.05 METERS (26.4 FT) NORTHWEST OF THE CENTERLINE
 LX2337'OF THE HIGHWAY, 12.80 METERS (42.0 FT) NORTH-NORTHWEST OF THE CENTER
 LX2337'OF COLONY AVENUE, 15.76 METERS (51.7 FT) SOUTHEAST OF THE SOUTHEAST
 LX2337'CORNER OF HOUSE 5367, OWNED BY MR. EDWIN F. TRAUTMAN, MD.
 LX2337'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0124 ***********************************************************************
 LX0124  DESIGNATION -  1
 LX0124  PID         -  LX0124
 LX0124  STATE/COUNTY-  CT/NEW LONDON
 LX0124  USGS QUAD   -  OLD LYME (1976)
 LX0124
 LX0124                         *CURRENT SURVEY CONTROL
 LX0124  ___________________________________________________________________
 LX0124* NAD 83(1986)-  41 18 39.     (N)    072 15 13.     (W)     SCALED    
 LX0124* NAVD 88     -         5.386  (meters)      17.67   (feet)  ADJUSTED  
 LX0124  ___________________________________________________________________
 LX0124  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX0124  DYNAMIC HT  -           5.384 (meters)      17.66  (feet)  COMP
 LX0124  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LX0124
 LX0124  VERT ORDER  -  FIRST     CLASS I
 LX0124
 LX0124.The horizontal coordinates were scaled from a topographic map and have
 LX0124.an estimated accuracy of +/- 6 seconds.
 LX0124
 LX0124.The orthometric height was determined by differential leveling
 LX0124.and adjusted by the National Geodetic Survey in June 1991..
 LX0124
 LX0124.The geoid height was determined by GEOID03.
 LX0124
 LX0124.The dynamic height is computed by dividing the NAVD 88
 LX0124.geopotential number by the normal gravity value computed on the
 LX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0124.degrees latitude (g = 980.6199 gals.).
 LX0124
 LX0124.The modeled gravity was interpolated from observed gravity values.
 LX0124
 LX0124;                    North         East    Units  Estimated Accuracy
 LX0124;SPC CT       -   205,550.      346,370.      MT  (+/- 180 meters Scaled)
 LX0124
 LX0124                          SUPERSEDED SURVEY CONTROL
 LX0124
 LX0124  NGVD 29 (??/??/92)    5.69   (m)           18.7    (f) COMPUTED    1 1
 LX0124
 LX0124.Superseded values are not recommended for survey control.
 LX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0124.See file dsdata.txt to determine how the superseded data were derived.
 LX0124
 LX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL298769(NAD 83)
 LX0124_MARKER: DD = SURVEY DISK
 LX0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0124_STAMPING: 1
 LX0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0124+STABILITY: SURFACE MOTION
 LX0124
 LX0124  HISTORY     - Date     Condition        Report By
 LX0124  HISTORY     - UNK      MONUMENTED       CTGS
 LX0124  HISTORY     - 1965     GOOD             NGS
 LX0124  HISTORY     - 1989     GOOD             USPSQD
 LX0124  HISTORY     - 19901206 GOOD             USPSQD
 LX0124
 LX0124                          STATION DESCRIPTION
 LX0124
 LX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0124'1 MI NE FROM SOUTH LYME.
 LX0124'ABOUT 1.05 MILE NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 LX0124'OFFICE AT SOUTH LYME, 0.15 MILE NORTHEAST OF THE JUNCTION OF
 LX0124'FOUR MILE RIVER ROAD, 20.5 FEET NORTHWEST OF THE CENTER LINE OF
 LX0124'THE HIGHWAY, 117 FEET SOUTH OF THE SOUTH CORNER OF THE
 LX0124'RESIDENCE OF D.M. WEAVER, 38 FEET SOUTHWEST OF THE CENTER LINE
 LX0124'OF A DRIVEWAY TO RESIDENCE, 9 FEET EAST OF A 5 FOOT SYCAMORE
 LX0124'TREE, 18 FEET NORTHEAST OF POWER LINE POLE NO. 352, 1/2 FOOT
 LX0124'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LX0124'POST 1/2 FOOT BELOW THE LEVEL OF THE GROUND.
 LX0124
 LX0124                          STATION RECOVERY (1989)
 LX0124
 LX0124'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0124'RECOVERED IN GOOD CONDITION.
 LX0124
 LX0124                          STATION RECOVERY (1990)
 LX0124
 LX0124'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1883 ***********************************************************************
 LX1883  DESIGNATION -  1
 LX1883  PID         -  LX1883
 LX1883  STATE/COUNTY-  CT/FAIRFIELD
 LX1883  USGS QUAD   -  BETHEL (1984)
 LX1883
 LX1883                         *CURRENT SURVEY CONTROL
 LX1883  ___________________________________________________________________
 LX1883* NAD 83(1986)-  41 19 19.     (N)    073 28 32.     (W)     SCALED    
 LX1883* NAVD 88     -       153.685  (meters)     504.21   (feet)  ADJUSTED  
 LX1883  ___________________________________________________________________
 LX1883  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1883  DYNAMIC HT  -         153.632 (meters)     504.04  (feet)  COMP
 LX1883  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LX1883
 LX1883  VERT ORDER  -  FIRST     CLASS II
 LX1883
 LX1883.The horizontal coordinates were scaled from a topographic map and have
 LX1883.an estimated accuracy of +/- 6 seconds.
 LX1883
 LX1883.The orthometric height was determined by differential leveling
 LX1883.and adjusted by the National Geodetic Survey in June 1991..
 LX1883
 LX1883.The geoid height was determined by GEOID03.
 LX1883
 LX1883.The dynamic height is computed by dividing the NAVD 88
 LX1883.geopotential number by the normal gravity value computed on the
 LX1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1883.degrees latitude (g = 980.6199 gals.).
 LX1883
 LX1883.The modeled gravity was interpolated from observed gravity values.
 LX1883
 LX1883;                    North         East    Units  Estimated Accuracy
 LX1883;SPC CT       -   206,920.      244,060.      MT  (+/- 180 meters Scaled)
 LX1883
 LX1883                          SUPERSEDED SURVEY CONTROL
 LX1883
 LX1883.No superseded survey control is available for this station.
 LX1883
 LX1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL275756(NAD 83)
 LX1883_MARKER: DD = SURVEY DISK
 LX1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1883_SP_SET: CONCRETE POST
 LX1883_STAMPING: 1
 LX1883_MARK LOGO: CTDT  
 LX1883_PROJECTION: PROJECTING 8 CENTIMETERS
 LX1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1883+STABILITY: SURFACE MOTION
 LX1883
 LX1883  HISTORY     - Date     Condition        Report By
 LX1883  HISTORY     - UNK      MONUMENTED       CTDT
 LX1883  HISTORY     - 1984     GOOD             NGS
 LX1883
 LX1883                          STATION DESCRIPTION
 LX1883
 LX1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1883'IN RIDGEFIELD.
 LX1883'IN RIDGEFIELD, 0.1 KM (0.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM
 LX1883'THE JUNCTION OF STATE HIGHWAY 35 TO THE MARK ON THE LEFT, 1.61 METERS
 LX1883'(5.3 FT) EAST OF THE EAST CURB OF HIGHWAY 7, 45.41 METERS (149.0 FT)
 LX1883'SOUTH OF THE EXTENDED CENTERLINE OF HIGHWAY 35, 8.47 METERS (27.8 FT)
 LX1883'NORTH-NORTHWEST OF UTILITY POLE 22311, 2.96 METERS (9.7 FT) SOUTHWEST
 LX1883'OF BENCH MARK 2.
 LX1883'THE MARK IS 2.65 METERS  SW FROM A WITNESS POST.
 LX1883'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3322 ***********************************************************************
 LW3322  DESIGNATION -  1
 LW3322  PID         -  LW3322
 LW3322  STATE/COUNTY-  CT/NEW LONDON
 LW3322  USGS QUAD   -  WATCH HILL (1984)
 LW3322
 LW3322                         *CURRENT SURVEY CONTROL
 LW3322  ___________________________________________________________________
 LW3322* NAD 83(1996)-  41 20 06.66077(N)    071 50 24.56308(W)     ADJUSTED  
 LW3322* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LW3322  ___________________________________________________________________
 LW3322  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LW3322  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3322
 LW3322  HORZ ORDER  -  THIRD
 LW3322
 LW3322.The horizontal coordinates were established by classical geodetic methods
 LW3322.and adjusted by the National Geodetic Survey in August 1998..
 LW3322
 LW3322.The orthometric height was scaled from a topographic map.
 LW3322
 LW3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3322
 LW3322.The geoid height was determined by GEOID03.
 LW3322
 LW3322;                    North         East     Units Scale Factor Converg.
 LW3322;SPC CT       -   208,535.439   380,959.121   MT  0.99998911   +0 36 11.8
 LW3322;SPC CT       -   684,170.02  1,249,863.38   sFT  0.99998911   +0 36 11.8
 LW3322;SPC RI       -    28,025.619    71,526.507   MT  1.00000372   -0 13 28.8
 LW3322;SPC RI       -    91,947.39    234,666.55   sFT  1.00000372   -0 13 28.8
 LW3322;SPC NY L     -   131,993.365   480,782.376   MT  1.00003069   +1 24 45.8
 LW3322;SPC NY L     -   433,048.23  1,577,366.85   sFT  1.00003069   +1 24 45.8
 LW3322;UTM  19      - 4,579,858.807   262,340.061   MT  1.00029517   -1 52 36.1
 LW3322
 LW3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3322!SPC CT       -   1.00000391  x   0.99998911  =   0.99999302
 LW3322!SPC RI       -   1.00000391  x   1.00000372  =   1.00000763
 LW3322!SPC NY L     -   1.00000391  x   1.00003069  =   1.00003460
 LW3322!UTM  19      -   1.00000391  x   1.00029517  =   1.00029908
 LW3322
 LW3322:                Primary Azimuth Mark                     Grid Az
 LW3322:SPC CT       -  4 EAST                                   077 03 43.6
 LW3322:SPC RI       -  4 EAST                                   077 53 24.2
 LW3322:SPC NY L     -  4 EAST                                   076 15 09.6
 LW3322:UTM  19      -  4 EAST                                   079 32 31.5
 LW3322
 LW3322|---------------------------------------------------------------------|
 LW3322| PID    Reference Object                     Distance      Geod. Az  |
 LW3322|                                                           dddmmss.s |
 LW3322| LW3328 4 EAST                              448.078 METERS 0773955.4 |
 LW3322| LW3277 FORT HILL NEW TANK                  APPROX. 2.0 KM 0792546.8 |
 LW3322| CB7584 1 RM 1                               17.770 METERS 22934     |
 LW3322| CB7585 1 RM 2                               28.500 METERS 34742     |
 LW3322|---------------------------------------------------------------------|
 LW3322
 LW3322                          SUPERSEDED SURVEY CONTROL
 LW3322
 LW3322  NAD 83(1992)-  41 20 06.65945(N)    071 50 24.56229(W) AD(       ) 3
 LW3322  NAD 83(1986)-  41 20 06.65864(N)    071 50 24.56459(W) AD(       ) 3
 LW3322  NAD 27      -  41 20 06.30400(N)    071 50 26.31900(W) AD(       ) 3
 LW3322
 LW3322.Superseded values are not recommended for survey control.
 LW3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3322.See file dsdata.txt to determine how the superseded data were derived.
 LW3322
 LW3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6234079859(NAD 83)
 LW3322_MARKER: DD = SURVEY DISK
 LW3322_SETTING: 0 = UNSPECIFIED SETTING
 LW3322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3322
 LW3322  HISTORY     - Date     Condition        Report By
 LW3322  HISTORY     - 1934     MONUMENTED       USE
 LW3322  HISTORY     - 1948     GOOD             CGS
 LW3322  HISTORY     - 1954     GOOD             CGS
 LW3322  HISTORY     - 1984     GOOD             USPSQD
 LW3322  HISTORY     - 1990     GOOD             USPSQD
 LW3322
 LW3322                          STATION DESCRIPTION
 LW3322
 LW3322'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3322'THE STATION IS LOCATED ON THE W BANK OF THE PAWCATUCK RIVER,
 LW3322'OPPOSITE AVONDALE, IN A LEVEL FIELD, 60 METERS SOUTHERLY OF THE
 LW3322'ROAD AND 30 METERS WESTERLY OF THE SHORE LINE AND ABOUT 9 METERS
 LW3322'ABOVE HIGH WATER LEVEL.  THE STATION IS MARKED BY A STANDARD DISC
 LW3322'SET IN A DRILL HOLE IN THE TOP OF A 6- BY 6-INCH GRANITE POST.
 LW3322'IT IS ON THE PROPERTY OF L.B. GREEN.
 LW3322'
 LW3322'STATION MARK IS A STANDARD BRONZE DISC SET IN CONCRETE AS
 LW3322'DESCRIBED IN NOTE 1A.  REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 LW3322'BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN NOTE 12C.
 LW3322'
 LW3322'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3322'HOLES IN THE TOPS OF TWO BOULDERS SOUTHWESTERLY AND NORTHWESTERLY
 LW3322'OF THE STATION RESPECTIVELY.
 LW3322'
 LW3322'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3322
 LW3322                          STATION RECOVERY (1948)
 LW3322
 LW3322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3322'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.  THIS
 LW3322'STATION SOULD NOT BE CONFUSED WITH NO. 1 (U.S.E.) ESTABLISHED BY
 LW3322'THE U.S.E. IN 1909 AND WHICH IS NOW DESTROYED.
 LW3322
 LW3322                          STATION RECOVERY (1954)
 LW3322
 LW3322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3322'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3322'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3322'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW3322'AND CORRECT WITH THE FOLLOWING ADDITIONS--
 LW3322'
 LW3322'STATION MARK IS STAMPED USE 1 1934.
 LW3322'
 LW3322'REFERENCE MARK 1 IS SW OF THE STATION, STAMPED USE 1 NO 1 1934
 LW3322'AND IS FLUSH WITH THE GROUND.
 LW3322'
 LW3322'REFERENCE MARK 2 IS NW OF THE STATION, SET IN THE W END OF A
 LW3322'LARGE BOULDER, STAMPED USE 1 NO 2 1934 AND IS ABOUT 3.5 FT.
 LW3322'ABOVE GROUND.
 LW3322
 LW3322                          STATION RECOVERY (1984)
 LW3322
 LW3322'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3322'STATION MARK IS STAMPED USE 1 1934 RECOVERED IN GOOD CONDITION.
 LW3322'
 LW3322'REF. MARK 1 IS STAMPED USE 1 NO 1 1934 RECOVERED IN GOOD CONDITION.
 LW3322'
 LW3322'REF. MARK 2 IS STAMPED USE 1 NO 2 1934 RECOVERED IN GOOD CONDITION.
 LW3322'
 LW3322'NOTE--STATION AND RM 2 IS NOW LOCATED ON PROPERTY OWNED BY MR.
 LW3322'CLIFTON HORNE.  RM 1 IS LOCATED ON PROPERTY OWNED BY OWEN SCHAWM.
 LW3322'ALL STATIONS CAN BE LOCATED FROM THE CLIFTON HORNE PROPERTY.
 LW3322
 LW3322                          STATION RECOVERY (1990)
 LW3322
 LW3322'RECOVERY NOTE BY US POWER SQUADRON 1990 (LC)
 LW3322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3358 ***********************************************************************
 LX3358  DESIGNATION -  1
 LX3358  PID         -  LX3358
 LX3358  STATE/COUNTY-  CT/NEW LONDON
 LX3358  USGS QUAD   -  HAMBURG (1984)
 LX3358
 LX3358                         *CURRENT SURVEY CONTROL
 LX3358  ___________________________________________________________________
 LX3358* NAD 83(1986)-  41 28 05.     (N)    072 16 29.     (W)     SCALED    
 LX3358* NAVD 88     -        86.626  (meters)     284.21   (feet)  ADJUSTED  
 LX3358  ___________________________________________________________________
 LX3358  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3358  DYNAMIC HT  -          86.595 (meters)     284.10  (feet)  COMP
 LX3358  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LX3358
 LX3358  VERT ORDER  -  FIRST     CLASS II
 LX3358
 LX3358.The horizontal coordinates were scaled from a topographic map and have
 LX3358.an estimated accuracy of +/- 6 seconds.
 LX3358
 LX3358.The orthometric height was determined by differential leveling
 LX3358.and adjusted by the National Geodetic Survey in June 1991..
 LX3358
 LX3358.The geoid height was determined by GEOID03.
 LX3358
 LX3358.The dynamic height is computed by dividing the NAVD 88
 LX3358.geopotential number by the normal gravity value computed on the
 LX3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3358.degrees latitude (g = 980.6199 gals.).
 LX3358
 LX3358.The modeled gravity was interpolated from observed gravity values.
 LX3358
 LX3358;                    North         East    Units  Estimated Accuracy
 LX3358;SPC CT       -   223,000.      344,500.      MT  (+/- 180 meters Scaled)
 LX3358
 LX3358                          SUPERSEDED SURVEY CONTROL
 LX3358
 LX3358.No superseded survey control is available for this station.
 LX3358
 LX3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL275943(NAD 83)
 LX3358_MARKER: DD = SURVEY DISK
 LX3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3358_SP_SET: CONCRETE POST
 LX3358_STAMPING: 1
 LX3358_MARK LOGO: CTDT  
 LX3358_PROJECTION: FLUSH
 LX3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3358+STABILITY: SURFACE MOTION
 LX3358
 LX3358  HISTORY     - Date     Condition        Report By
 LX3358  HISTORY     - UNK      MONUMENTED       CTDT
 LX3358  HISTORY     - 1986     GOOD             NGS
 LX3358  HISTORY     - 1989     GOOD             USPSQD
 LX3358  HISTORY     - 20030602 MARK NOT FOUND   USPSQD
 LX3358
 LX3358                          STATION DESCRIPTION
 LX3358
 LX3358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3358'1.3 KM (0.8 MI) SW FROM SALEM FOUR CORNERS.
 LX3358'1.3 KM (0.8 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 LX3358'OF STATE HIGHWAY 85 IN SALEM FOUR CORNERS TO THE MARK ON THE LEFT,
 LX3358'0.3 KM (0.2 MI) NORTHEAST OF THE ENTRANCE RAMP TO STATE HIGHWAY 11
 LX3358'NORTHBOUND, 4.97 METERS (16.3 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 LX3358'THE NORTHEAST BOUND LANES OF THE HIGHWAY, 21.30 METERS (69.9 FT)
 LX3358'NORTHEAST OF A DRILL HOLE IN THE CENTER OF A CONCRETE HEADWALL OF A
 LX3358'CATCH BASIN, 0.61 METER (2.0 FT) SOUTH-SOUTHEAST OF THE HIGHWAY CURB.
 LX3358'NOTE-- THE DISK WAS STAMPED 1 BY THIS PARTY.
 LX3358'THE MARK IS 0.12 M ABOVE HIGHWAY.
 LX3358
 LX3358                          STATION RECOVERY (1989)
 LX3358
 LX3358'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3358'RECOVERED IN GOOD CONDITION.
 LX3358
 LX3358                          STATION RECOVERY (2003)
 LX3358
 LX3358'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3167 ***********************************************************************
 LX3167  DESIGNATION -  1
 LX3167  PID         -  LX3167
 LX3167  STATE/COUNTY-  CT/HARTFORD
 LX3167  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3167
 LX3167                         *CURRENT SURVEY CONTROL
 LX3167  ___________________________________________________________________
 LX3167* NAD 83(1986)-  41 44 16.     (N)    072 41 08.     (W)     SCALED    
 LX3167* NAVD 88     -        23.703  (meters)      77.77   (feet)  ADJUSTED  
 LX3167  ___________________________________________________________________
 LX3167  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX3167  DYNAMIC HT  -          23.696 (meters)      77.74  (feet)  COMP
 LX3167  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 LX3167
 LX3167  VERT ORDER  -  FIRST     CLASS II
 LX3167
 LX3167.The horizontal coordinates were scaled from a topographic map and have
 LX3167.an estimated accuracy of +/- 6 seconds.
 LX3167
 LX3167.The orthometric height was determined by differential leveling
 LX3167.and adjusted by the National Geodetic Survey in June 1991..
 LX3167
 LX3167.The geoid height was determined by GEOID03.
 LX3167
 LX3167.The dynamic height is computed by dividing the NAVD 88
 LX3167.geopotential number by the normal gravity value computed on the
 LX3167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3167.degrees latitude (g = 980.6199 gals.).
 LX3167
 LX3167.The modeled gravity was interpolated from observed gravity values.
 LX3167
 LX3167;                    North         East    Units  Estimated Accuracy
 LX3167;SPC CT       -   252,850.      310,160.      MT  (+/- 180 meters Scaled)
 LX3167
 LX3167                          SUPERSEDED SURVEY CONTROL
 LX3167
 LX3167.No superseded survey control is available for this station.
 LX3167
 LX3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM924232(NAD 83)
 LX3167_MARKER: N = NAIL
 LX3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3167_SP_SET: CONCRETE POST
 LX3167_MARK LOGO: CT0280
 LX3167_PROJECTION: FLUSH
 LX3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3167+STABILITY: SURFACE MOTION
 LX3167
 LX3167  HISTORY     - Date     Condition        Report By
 LX3167  HISTORY     - 1960     MONUMENTED       CT0280
 LX3167  HISTORY     - 1986     GOOD             NGS
 LX3167  HISTORY     - 19940907 MARK NOT FOUND   USPSQD
 LX3167
 LX3167                          STATION DESCRIPTION
 LX3167
 LX3167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3167'IN HARTFORD.
 LX3167'MARK IS LOCATED IN HARTFORD, ALONG MAPLE AVENUE AT THE INTERSECTION OF
 LX3167'PRESTON STREET IN THE SOUTHEAST ANGLE OF INTERSECTION SET UNDER A
 LX3167'METAL COVER IN SIDEWALK.  IT IS 11.2 METERS (36.8 FT) NORTHEAST OF THE
 LX3167'CENTERLINE OF MAPLE AVENUE AND 9.5 METERS (31.3 FT) SOUTHEAST OF THE
 LX3167'CENTERLINE OF PRESTON STREET.  A NAIL SET IN TOP OF A CONCRET POST.
 LX3167'THE MARK IS 0.18 M BELOW SIDEWALK.
 LX3167
 LX3167                          STATION RECOVERY (1994)
 LX3167
 LX3167'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0863 ***********************************************************************
 LX0863  DESIGNATION -  1 C OF B
 LX0863  PID         -  LX0863
 LX0863  STATE/COUNTY-  CT/FAIRFIELD
 LX0863  USGS QUAD   -  BRIDGEPORT (1984)
 LX0863
 LX0863                         *CURRENT SURVEY CONTROL
 LX0863  ___________________________________________________________________
 LX0863* NAD 83(1986)-  41 10 44.     (N)    073 09 46.     (W)     SCALED    
 LX0863* NAVD 88     -         5.119  (meters)      16.79   (feet)  ADJUSTED  
 LX0863  ___________________________________________________________________
 LX0863  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0863  DYNAMIC HT  -           5.118 (meters)      16.79  (feet)  COMP
 LX0863  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 LX0863
 LX0863  VERT ORDER  -  FIRST     CLASS II
 LX0863
 LX0863.The horizontal coordinates were scaled from a topographic map and have
 LX0863.an estimated accuracy of +/- 6 seconds.
 LX0863
 LX0863.The orthometric height was determined by differential leveling
 LX0863.and adjusted by the National Geodetic Survey in June 1991..
 LX0863.WARNING-Repeat measurements at this control monument indicate possible
 LX0863.vertical movement.
 LX0863
 LX0863.The geoid height was determined by GEOID03.
 LX0863
 LX0863.The dynamic height is computed by dividing the NAVD 88
 LX0863.geopotential number by the normal gravity value computed on the
 LX0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0863.degrees latitude (g = 980.6199 gals.).
 LX0863
 LX0863.The modeled gravity was interpolated from observed gravity values.
 LX0863
 LX0863;                    North         East    Units  Estimated Accuracy
 LX0863;SPC CT       -   190,860.      270,170.      MT  (+/- 180 meters Scaled)
 LX0863
 LX0863                          SUPERSEDED SURVEY CONTROL
 LX0863
 LX0863.No superseded survey control is available for this station.
 LX0863
 LX0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL540602(NAD 83)
 LX0863_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 LX0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0863_MARK LOGO: CT0080
 LX0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0863+STABILITY: SURFACE MOTION
 LX0863
 LX0863  HISTORY     - Date     Condition        Report By
 LX0863  HISTORY     - UNK      MONUMENTED       CT0080
 LX0863  HISTORY     - 1965     GOOD             NGS
 LX0863  HISTORY     - 1985     GOOD             NGS
 LX0863
 LX0863                          STATION DESCRIPTION
 LX0863
 LX0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0863'AT BRIDGEPORT.
 LX0863'AT BRIDGEPORT, AT THE INTERSECTION OF STRATFORD AVENUE AND
 LX0863'WILMOT AVENUE, ABOUT IN THE CENTER OF SIDEWALK, 6 FEET SOUTH OF
 LX0863'THE SOUTH CURB LINE OF STRATFORD AVENUE, 6.3 FEET WEST OF THE
 LX0863'WEST CURB OF WILMOT AVENUE, 2.1 FEET NORTHWEST OF THE NORTHWEST
 LX0863'CORNER OF A STONE SLAB MAN HOLE COVER, 1/2 FOOT ABOVE THE LEVEL
 LX0863'OF THE AVENUES AND 0.1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 LX0863'TIDAL STATION 28, BRIDGEPORT.
 LX0863
 LX0863                          STATION RECOVERY (1985)
 LX0863
 LX0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0863'RECOVERED IN GOOD CONDITION.  THERE IS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2608 ***********************************************************************
 LX2608  DESIGNATION -  1 M 741
 LX2608  PID         -  LX2608
 LX2608  STATE/COUNTY-  CT/LITCHFIELD
 LX2608  USGS QUAD   -  NEW PRESTON (1984)
 LX2608
 LX2608                         *CURRENT SURVEY CONTROL
 LX2608  ___________________________________________________________________
 LX2608* NAD 83(1986)-  41 41 45.     (N)    073 18 37.     (W)     SCALED    
 LX2608* NAVD 88     -       225.672  (meters)     740.39   (feet)  ADJUSTED  
 LX2608  ___________________________________________________________________
 LX2608  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2608  DYNAMIC HT  -         225.595 (meters)     740.14  (feet)  COMP
 LX2608  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX2608
 LX2608  VERT ORDER  -  FIRST     CLASS II
 LX2608
 LX2608.The horizontal coordinates were scaled from a topographic map and have
 LX2608.an estimated accuracy of +/- 6 seconds.
 LX2608
 LX2608.The orthometric height was determined by differential leveling
 LX2608.and adjusted by the National Geodetic Survey in June 1991..
 LX2608
 LX2608.The geoid height was determined by GEOID03.
 LX2608
 LX2608.The dynamic height is computed by dividing the NAVD 88
 LX2608.geopotential number by the normal gravity value computed on the
 LX2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2608.degrees latitude (g = 980.6199 gals.).
 LX2608
 LX2608.The modeled gravity was interpolated from observed gravity values.
 LX2608
 LX2608;                    North         East    Units  Estimated Accuracy
 LX2608;SPC CT       -   248,340.      258,160.      MT  (+/- 180 meters Scaled)
 LX2608
 LX2608                          SUPERSEDED SURVEY CONTROL
 LX2608
 LX2608.No superseded survey control is available for this station.
 LX2608
 LX2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM406173(NAD 83)
 LX2608_MARKER: DD = SURVEY DISK
 LX2608_SETTING: 66 = SET IN ROCK OUTCROP
 LX2608_SP_SET: ROCK OUTCROP
 LX2608_STAMPING: 1M 741 1943
 LX2608_MARK LOGO: USGS  
 LX2608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2608+STABILITY: POSITION/ELEVATION WELL
 LX2608
 LX2608  HISTORY     - Date     Condition        Report By
 LX2608  HISTORY     - 1943     MONUMENTED       USGS
 LX2608  HISTORY     - 1985     GOOD             NGS
 LX2608
 LX2608                          STATION DESCRIPTION
 LX2608
 LX2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2608'8.2 KM (5.1 MI) SW FROM BANTAM.
 LX2608'8.2 KM (5.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2608'IN BANTAM TO THE MARK ON THE LEFT, 14.5 METERS (47.5 FT) SOUTHEAST OF
 LX2608'THE CENTER LINE OF THE HIGHWAY, 17.7 METERS (58.0 FT) EAST OF A CABLE
 LX2608'POLE MARKED 541-5.
 LX2608'THE MARK IS 0.76 METERS  W FROM  A WITNESS POST
 LX2608'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2264 ***********************************************************************
 LX2264  DESIGNATION -  1 N 10
 LX2264  PID         -  LX2264
 LX2264  STATE/COUNTY-  CT/FAIRFIELD
 LX2264  USGS QUAD   -  GLENVILLE (1971)
 LX2264
 LX2264                         *CURRENT SURVEY CONTROL
 LX2264  ___________________________________________________________________
 LX2264* NAD 83(1986)-  41 02 12.     (N)    073 40 30.     (W)     SCALED    
 LX2264* NAVD 88     -        86.090  (meters)     282.45   (feet)  ADJUSTED  
 LX2264  ___________________________________________________________________
 LX2264  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX2264  DYNAMIC HT  -          86.059 (meters)     282.35  (feet)  COMP
 LX2264  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 LX2264
 LX2264  VERT ORDER  -  FIRST     CLASS II
 LX2264
 LX2264.The horizontal coordinates were scaled from a topographic map and have
 LX2264.an estimated accuracy of +/- 6 seconds.
 LX2264
 LX2264.The orthometric height was determined by differential leveling
 LX2264.and adjusted by the National Geodetic Survey in June 1991..
 LX2264
 LX2264.The geoid height was determined by GEOID03.
 LX2264
 LX2264.The dynamic height is computed by dividing the NAVD 88
 LX2264.geopotential number by the normal gravity value computed on the
 LX2264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2264.degrees latitude (g = 980.6199 gals.).
 LX2264
 LX2264.The modeled gravity was interpolated from observed gravity values.
 LX2264
 LX2264;                    North         East    Units  Estimated Accuracy
 LX2264;SPC CT       -   175,400.      227,020.      MT  (+/- 180 meters Scaled)
 LX2264
 LX2264                          SUPERSEDED SURVEY CONTROL
 LX2264
 LX2264.No superseded survey control is available for this station.
 LX2264
 LX2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL113436(NAD 83)
 LX2264_MARKER: DD = SURVEY DISK
 LX2264_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2264_SP_SET: BRIDGE ABUTMENT
 LX2264_STAMPING: 1 N 10
 LX2264_MARK LOGO: CTGS  
 LX2264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2264+STABILITY: POSITION/ELEVATION WELL
 LX2264
 LX2264  HISTORY     - Date     Condition        Report By
 LX2264  HISTORY     - UNK      MONUMENTED       CTGS
 LX2264  HISTORY     - 1985     GOOD             NGS
 LX2264  HISTORY     - 1989     POOR             USPSQD
 LX2264
 LX2264                          STATION DESCRIPTION
 LX2264
 LX2264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2264'0.6 KM (0.4 MI) NW FROM RYE BROOK,NY.
 LX2264'0.6 KM (0.35 MI) NORTHWEST ALONG STATE HIGHWAY 120A (KING STREET) FROM
 LX2264'THE JUNCTION OF GLENVILLE STREET IN RYE BROOK, NY TO THE MARK ON THE
 LX2264'RIGHT, IN TOP OF THE SOUTHEAST ABUTMENT OF THE HIGHWAY OVERPASS OVER
 LX2264'THE MERRITT PARKWAY (STATE HIGHWAY 15), INTERCHANGE 27, 1.52 METERS
 LX2264'(5.0 FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 0.24 METER
 LX2264'(0.8 FT) NORTHEAST OF A HIGHWAY SIGN FOR 120A.
 LX2264'THE MARK IS 1.13 M ABOVE HIGHWAY.
 LX2264
 LX2264                          STATION RECOVERY (1989)
 LX2264
 LX2264'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX2264'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1666 ***********************************************************************
 LW1666  DESIGNATION -  1 NL CO CTDT
 LW1666  PID         -  LW1666
 LW1666  STATE/COUNTY-  CT/NEW LONDON
 LW1666  USGS QUAD   -  JEWETT CITY (1984)
 LW1666
 LW1666                         *CURRENT SURVEY CONTROL
 LW1666  ___________________________________________________________________
 LW1666* NAD 83(1986)-  41 36 15.     (N)    071 59 46.     (W)     SCALED    
 LW1666* NAVD 88     -        50.444  (meters)     165.50   (feet)  ADJUSTED  
 LW1666  ___________________________________________________________________
 LW1666  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW1666  DYNAMIC HT  -          50.427 (meters)     165.44  (feet)  COMP
 LW1666  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LW1666
 LW1666  VERT ORDER  -  FIRST     CLASS II
 LW1666
 LW1666.The horizontal coordinates were scaled from a topographic map and have
 LW1666.an estimated accuracy of +/- 6 seconds.
 LW1666
 LW1666.The orthometric height was determined by differential leveling
 LW1666.and adjusted by the National Geodetic Survey in June 1991..
 LW1666
 LW1666.The geoid height was determined by GEOID03.
 LW1666
 LW1666.The dynamic height is computed by dividing the NAVD 88
 LW1666.geopotential number by the normal gravity value computed on the
 LW1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1666.degrees latitude (g = 980.6199 gals.).
 LW1666
 LW1666.The modeled gravity was interpolated from observed gravity values.
 LW1666
 LW1666;                    North         East    Units  Estimated Accuracy
 LW1666;SPC CT       -   238,280.      367,650.      MT  (+/- 180 meters Scaled)
 LW1666
 LW1666                          SUPERSEDED SURVEY CONTROL
 LW1666
 LW1666.No superseded survey control is available for this station.
 LW1666
 LW1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG503101(NAD 83)
 LW1666_MARKER: DD = SURVEY DISK
 LW1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1666_SP_SET: CONCRETE POST
 LW1666_STAMPING: 1
 LW1666_MARK LOGO: CTDT  
 LW1666_PROJECTION: FLUSH
 LW1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1666+STABILITY: SURFACE MOTION
 LW1666
 LW1666  HISTORY     - Date     Condition        Report By
 LW1666  HISTORY     - UNK      MONUMENTED       CTDT
 LW1666  HISTORY     - 1984     GOOD             NGS
 LW1666
 LW1666                          STATION DESCRIPTION
 LW1666
 LW1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1666'0.8 KM (0.5 MI) WEST FROM JEWETT CITY.
 LW1666'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 138 WEST FROM THE JUNCTION OF
 LW1666'STATE HIGHWAY 12 IN JEWETT CITY TO THE MARK ON THE RIGHT, NEAR THE
 LW1666'SOUTHEAST CORNER OF THE PROPERTY OF A 1-1/2 STORY FRAME HOUSE,
 LW1666'5.33 METERS (17.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.47
 LW1666'METERS (63.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 4.0
 LW1666'METERS (13.0 FT) WEST OF POWER POLE 309.
 LW1666'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1463 ***********************************************************************
 MZ1463  DESIGNATION -  1 RESET
 MZ1463  PID         -  MZ1463
 MZ1463  STATE/COUNTY-  CT/LITCHFIELD
 MZ1463  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1463
 MZ1463                         *CURRENT SURVEY CONTROL
 MZ1463  ___________________________________________________________________
 MZ1463* NAD 83(1986)-  42 00 41.     (N)    073 16 22.     (W)     SCALED    
 MZ1463* NAVD 88     -       229.237  (meters)     752.09   (feet)  ADJUSTED  
 MZ1463  ___________________________________________________________________
 MZ1463  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 MZ1463  DYNAMIC HT  -         229.159 (meters)     751.83  (feet)  COMP
 MZ1463  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 MZ1463
 MZ1463  VERT ORDER  -  FIRST     CLASS II
 MZ1463
 MZ1463.The horizontal coordinates were scaled from a topographic map and have
 MZ1463.an estimated accuracy of +/- 6 seconds.
 MZ1463
 MZ1463.The orthometric height was determined by differential leveling
 MZ1463.and adjusted by the National Geodetic Survey in June 1991..
 MZ1463
 MZ1463.The geoid height was determined by GEOID03.
 MZ1463
 MZ1463.The dynamic height is computed by dividing the NAVD 88
 MZ1463.geopotential number by the normal gravity value computed on the
 MZ1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1463.degrees latitude (g = 980.6199 gals.).
 MZ1463
 MZ1463.The modeled gravity was interpolated from observed gravity values.
 MZ1463
 MZ1463;                    North         East    Units  Estimated Accuracy
 MZ1463;SPC CT       -   283,370.      261,500.      MT  (+/- 180 meters Scaled)
 MZ1463
 MZ1463                          SUPERSEDED SURVEY CONTROL
 MZ1463
 MZ1463.No superseded survey control is available for this station.
 MZ1463
 MZ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM430524(NAD 83)
 MZ1463_MARKER: DD = SURVEY DISK
 MZ1463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MZ1463_SP_SET: WINGWALL
 MZ1463_STAMPING: 1 RESET 1949
 MZ1463_MARK LOGO: USGS  
 MZ1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1463+STABILITY: SURFACE MOTION
 MZ1463
 MZ1463  HISTORY     - Date     Condition        Report By
 MZ1463  HISTORY     - 1949     MONUMENTED       USGS
 MZ1463  HISTORY     - 1984     GOOD             NGS
 MZ1463
 MZ1463                          STATION DESCRIPTION
 MZ1463
 MZ1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1463'4.7 KM (2.95 MI) SE FROM CANAAN.
 MZ1463'4.7 KM (2.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 MZ1463'U.S. HIGHWAY 7 IN CANAAN TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH
 MZ1463'WINGWALL OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER WHITING
 MZ1463'RIVER, 6.85 METERS (22.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MZ1463'1.82 METERS (6.0 FT) WEST OF THE EAST END OF THE BRIDGE.
 MZ1463'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3285 ***********************************************************************
 LX3285  DESIGNATION -  10 N 10
 LX3285  PID         -  LX3285
 LX3285  STATE/COUNTY-  CT/HARTFORD
 LX3285  USGS QUAD   -  GLASTONBURY (1992)
 LX3285
 LX3285                         *CURRENT SURVEY CONTROL
 LX3285  ___________________________________________________________________
 LX3285* NAD 83(1986)-  41 42 14.     (N)    072 35 29.     (W)     SCALED    
 LX3285* NAVD 88     -        20.403  (meters)      66.94   (feet)  ADJUSTED  
 LX3285  ___________________________________________________________________
 LX3285  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX3285  DYNAMIC HT  -          20.397 (meters)      66.92  (feet)  COMP
 LX3285  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX3285
 LX3285  VERT ORDER  -  FIRST     CLASS II
 LX3285
 LX3285.The horizontal coordinates were scaled from a topographic map and have
 LX3285.an estimated accuracy of +/- 6 seconds.
 LX3285
 LX3285.The orthometric height was determined by differential leveling
 LX3285.and adjusted by the National Geodetic Survey in June 1991..
 LX3285
 LX3285.The geoid height was determined by GEOID03.
 LX3285
 LX3285.The dynamic height is computed by dividing the NAVD 88
 LX3285.geopotential number by the normal gravity value computed on the
 LX3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3285.degrees latitude (g = 980.6199 gals.).
 LX3285
 LX3285.The modeled gravity was interpolated from observed gravity values.
 LX3285
 LX3285;                    North         East    Units  Estimated Accuracy
 LX3285;SPC CT       -   249,100.      318,000.      MT  (+/- 180 meters Scaled)
 LX3285
 LX3285                          SUPERSEDED SURVEY CONTROL
 LX3285
 LX3285.No superseded survey control is available for this station.
 LX3285
 LX3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM004197(NAD 83)
 LX3285_MARKER: DD = SURVEY DISK
 LX3285_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX3285_SP_SET: MASSIVE CONCRETE BOX CULVERT
 LX3285_STAMPING: 10 N 10
 LX3285_MARK LOGO: CTGS  
 LX3285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3285
 LX3285  HISTORY     - Date     Condition        Report By
 LX3285  HISTORY     - UNK      MONUMENTED       CTGS
 LX3285  HISTORY     - 1986     GOOD             NGS
 LX3285
 LX3285                          STATION DESCRIPTION
 LX3285
 LX3285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3285'1.4 KM (0.85 MI) SE FROM GLASTONBURY.
 LX3285'1.4 KM (0.85 MI) SOUTHEAST ALONG NEW LONDON TURNPIKE FROM THE POST
 LX3285'OFFICE IN GLASTONBURY TO THE MARK ON THE RIGHT SET IN THE SOUTH
 LX3285'WINGWALL OF THE WEST HEADWALL OF A BOX CULVERT OVER HUBBARD BROOK.  IT
 LX3285'IS 5.12 METERS (16.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 23.47
 LX3285'METERS (77.0 FT) NORTHWEST OF SNET POLE NO. 843 AND 21.94 METERS (72.0
 LX3285'FT) SOUTHEAST OF SNET POLE NO. 842 WITH A STREET LIGHT AND ONE GUY
 LX3285'WIRE.
 LX3285'THE MARK IS 0.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3087 ***********************************************************************
 LX3087  DESIGNATION -  10 N 11
 LX3087  PID         -  LX3087
 LX3087  STATE/COUNTY-  CT/HARTFORD
 LX3087  USGS QUAD   -  MOODUS (1984)
 LX3087
 LX3087                         *CURRENT SURVEY CONTROL
 LX3087  ___________________________________________________________________
 LX3087* NAD 83(1986)-  41 36 42.     (N)    072 28 38.     (W)     SCALED    
 LX3087* NAVD 88     -       137.609  (meters)     451.47   (feet)  ADJUSTED  
 LX3087  ___________________________________________________________________
 LX3087  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3087  DYNAMIC HT  -         137.562 (meters)     451.32  (feet)  COMP
 LX3087  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LX3087
 LX3087  VERT ORDER  -  FIRST     CLASS II
 LX3087
 LX3087.The horizontal coordinates were scaled from a topographic map and have
 LX3087.an estimated accuracy of +/- 6 seconds.
 LX3087
 LX3087.The orthometric height was determined by differential leveling
 LX3087.and adjusted by the National Geodetic Survey in June 1991..
 LX3087
 LX3087.The geoid height was determined by GEOID03.
 LX3087
 LX3087.The dynamic height is computed by dividing the NAVD 88
 LX3087.geopotential number by the normal gravity value computed on the
 LX3087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3087.degrees latitude (g = 980.6199 gals.).
 LX3087
 LX3087.The modeled gravity was interpolated from observed gravity values.
 LX3087
 LX3087;                    North         East    Units  Estimated Accuracy
 LX3087;SPC CT       -   238,880.      327,540.      MT  (+/- 180 meters Scaled)
 LX3087
 LX3087                          SUPERSEDED SURVEY CONTROL
 LX3087
 LX3087.No superseded survey control is available for this station.
 LX3087
 LX3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM102097(NAD 83)
 LX3087_MARKER: DD = SURVEY DISK
 LX3087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3087_SP_SET: HEADWALL
 LX3087_STAMPING: 10 N 11
 LX3087_MARK LOGO: CTGS  
 LX3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3087+STABILITY: SURFACE MOTION
 LX3087
 LX3087  HISTORY     - Date     Condition        Report By
 LX3087  HISTORY     - 1938     MONUMENTED       CTGS
 LX3087  HISTORY     - 1986     GOOD             NGS
 LX3087
 LX3087                          STATION DESCRIPTION
 LX3087
 LX3087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3087'4.0 KM (2.5 MI) EAST FROM EAST HAMPTON.
 LX3087'4.0 KM (2.5 MI) EAST ALONG STATE HIGHWAY 66 FROM THE TOWN HALL IN EAST
 LX3087'HAMPTON TO THE MARK ON THE LEFT, ALSO 2.6 KM (1.6 MI) WEST ALONG
 LX3087'STATE HIGHWAY 66 FROM THE POST OFFICE IN MARLBOROUGH TO THE MARK ON
 LX3087'THE RIGHT IN THE NORTHEAST END OF A HEADWALL, 7.2 METERS (23.9 FT)
 LX3087'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 METER (3.3 FT)
 LX3087'SOUTHWEST OF POWER POLE NO. 195.
 LX3087'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3119 ***********************************************************************
 LX3119  DESIGNATION -  10 N 14
 LX3119  PID         -  LX3119
 LX3119  STATE/COUNTY-  CT/TOLLAND
 LX3119  USGS QUAD   -  COLUMBIA (1984)
 LX3119
 LX3119                         *CURRENT SURVEY CONTROL
 LX3119  ___________________________________________________________________
 LX3119* NAD 83(1986)-  41 42 56.     (N)    072 17 02.     (W)     SCALED    
 LX3119* NAVD 88     -        80.818  (meters)     265.15   (feet)  ADJUSTED  
 LX3119  ___________________________________________________________________
 LX3119  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3119  DYNAMIC HT  -          80.790 (meters)     265.06  (feet)  COMP
 LX3119  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX3119
 LX3119  VERT ORDER  -  FIRST     CLASS II
 LX3119
 LX3119.The horizontal coordinates were scaled from a topographic map and have
 LX3119.an estimated accuracy of +/- 6 seconds.
 LX3119
 LX3119.The orthometric height was determined by differential leveling
 LX3119.and adjusted by the National Geodetic Survey in June 1991..
 LX3119
 LX3119.The geoid height was determined by GEOID03.
 LX3119
 LX3119.The dynamic height is computed by dividing the NAVD 88
 LX3119.geopotential number by the normal gravity value computed on the
 LX3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3119.degrees latitude (g = 980.6199 gals.).
 LX3119
 LX3119.The modeled gravity was interpolated from observed gravity values.
 LX3119
 LX3119;                    North         East    Units  Estimated Accuracy
 LX3119;SPC CT       -   250,480.      343,590.      MT  (+/- 180 meters Scaled)
 LX3119
 LX3119                          SUPERSEDED SURVEY CONTROL
 LX3119
 LX3119.No superseded survey control is available for this station.
 LX3119
 LX3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM259217(NAD 83)
 LX3119_MARKER: DD = SURVEY DISK
 LX3119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3119_SP_SET: HEADWALL
 LX3119_STAMPING: 10 N 14
 LX3119_MARK LOGO: CTGS  
 LX3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3119+STABILITY: SURFACE MOTION
 LX3119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3119+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 LX3119
 LX3119  HISTORY     - Date     Condition        Report By
 LX3119  HISTORY     - 1938     MONUMENTED       CTGS
 LX3119  HISTORY     - 1986     GOOD             NGS
 LX3119  HISTORY     - 20011227 GOOD             USPSQD
 LX3119
 LX3119                          STATION DESCRIPTION
 LX3119
 LX3119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3119'2.0 KM (1.25 MI) EAST FROM COLUMBIA.
 LX3119'2.0 KM (1.25 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3119'COLUMBIA TO THE MARK ON THE RIGHT, IN THE NORTHEAST END OF A HEADWALL,
 LX3119'8.9 METERS (29.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.27 METER
 LX3119'(0.9 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 LX3119'THE MARK IS 0.39 METERS  S FROM  A WITNESS POST
 LX3119'THE MARK IS 0.30 M BELOW HIGHWAY.
 LX3119
 LX3119                          STATION RECOVERY (2001)
 LX3119
 LX3119'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX3119'1986 DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0371 ***********************************************************************
 LX0371  DESIGNATION -  10 T OF NH
 LX0371  PID         -  LX0371
 LX0371  STATE/COUNTY-  CT/NEW HAVEN
 LX0371  USGS QUAD   -  NEW HAVEN (1984)
 LX0371
 LX0371                         *CURRENT SURVEY CONTROL
 LX0371  ___________________________________________________________________
 LX0371* NAD 83(1986)-  41 16 31.     (N)    072 57 09.     (W)     SCALED    
 LX0371* NAVD 88     -         5.496  (meters)      18.03   (feet)  ADJUSTED  
 LX0371  ___________________________________________________________________
 LX0371  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0371  DYNAMIC HT  -           5.495 (meters)      18.03  (feet)  COMP
 LX0371  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX0371
 LX0371  VERT ORDER  -  FIRST     CLASS I
 LX0371
 LX0371.The horizontal coordinates were scaled from a topographic map and have
 LX0371.an estimated accuracy of +/- 6 seconds.
 LX0371
 LX0371.The orthometric height was determined by differential leveling
 LX0371.and adjusted by the National Geodetic Survey in June 1991..
 LX0371
 LX0371.The geoid height was determined by GEOID03.
 LX0371
 LX0371.The dynamic height is computed by dividing the NAVD 88
 LX0371.geopotential number by the normal gravity value computed on the
 LX0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0371.degrees latitude (g = 980.6199 gals.).
 LX0371
 LX0371.The modeled gravity was interpolated from observed gravity values.
 LX0371
 LX0371;                    North         East    Units  Estimated Accuracy
 LX0371;SPC CT       -   201,500.      287,830.      MT  (+/- 180 meters Scaled)
 LX0371
 LX0371                          SUPERSEDED SURVEY CONTROL
 LX0371
 LX0371  NGVD 29 (??/??/92)    5.82   (m)           19.1    (f) COMPUTED    1 1
 LX0371
 LX0371.Superseded values are not recommended for survey control.
 LX0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0371.See file dsdata.txt to determine how the superseded data were derived.
 LX0371
 LX0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL714713(NAD 83)
 LX0371_MARKER: DD = SURVEY DISK
 LX0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0371_STAMPING: 10
 LX0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0371+STABILITY: SURFACE MOTION
 LX0371
 LX0371  HISTORY     - Date     Condition        Report By
 LX0371  HISTORY     - UNK      MONUMENTED       CT0430
 LX0371  HISTORY     - 1965     GOOD             NGS
 LX0371
 LX0371                          STATION DESCRIPTION
 LX0371
 LX0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0371'AT WEST HAVEN.
 LX0371'AT WEST HAVEN, AT THE INTERSECTION OF CAMPBELL AVENUE AND ELM
 LX0371'STREET, UNDER THE EAST EDGE OF THE CAMPBELL AVENUE SIDEWALK,
 LX0371'21.9 FEET SOUTH OF THE SOUTH CURB OF ELM STREET, 6.9 FEET WEST OF
 LX0371'THE WEST CURB OF CAMPBELL AVENUE, 1.5 FEET WEST OF THE EAST EDGE
 LX0371'OF SIDEWALK, SET IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS
 LX0371'HAD THRU A 4 INCH SQUARE HOLE IN THE SIDEWALK AND ABOUT 1/2 INCH
 LX0371'BELOW THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2229 ***********************************************************************
 LX2229  DESIGNATION -  100 W
 LX2229  PID         -  LX2229
 LX2229  STATE/COUNTY-  CT/MIDDLESEX
 LX2229  USGS QUAD   -  HADDAM (1971)
 LX2229
 LX2229                         *CURRENT SURVEY CONTROL
 LX2229  ___________________________________________________________________
 LX2229* NAD 83(1986)-  41 28 43.     (N)    072 30 51.     (W)     SCALED    
 LX2229* NAVD 88     -        26.446  (meters)      86.76   (feet)  ADJUSTED  
 LX2229  ___________________________________________________________________
 LX2229  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX2229  DYNAMIC HT  -          26.438 (meters)      86.74  (feet)  COMP
 LX2229  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LX2229
 LX2229  VERT ORDER  -  FIRST     CLASS II
 LX2229
 LX2229.The horizontal coordinates were scaled from a topographic map and have
 LX2229.an estimated accuracy of +/- 6 seconds.
 LX2229
 LX2229.The orthometric height was determined by differential leveling
 LX2229.and adjusted by the National Geodetic Survey in June 1991..
 LX2229
 LX2229.The geoid height was determined by GEOID03.
 LX2229
 LX2229.The dynamic height is computed by dividing the NAVD 88
 LX2229.geopotential number by the normal gravity value computed on the
 LX2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2229.degrees latitude (g = 980.6199 gals.).
 LX2229
 LX2229.The modeled gravity was interpolated from observed gravity values.
 LX2229
 LX2229;                    North         East    Units  Estimated Accuracy
 LX2229;SPC CT       -   224,090.      324,500.      MT  (+/- 180 meters Scaled)
 LX2229
 LX2229                          SUPERSEDED SURVEY CONTROL
 LX2229
 LX2229.No superseded survey control is available for this station.
 LX2229
 LX2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL075948(NAD 83)
 LX2229_MARKER: DB = BENCH MARK DISK
 LX2229_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2229_SP_SET: GRANITE WINDOW SILL
 LX2229_STAMPING: 100 W 1923 88
 LX2229_MARK LOGO: USGS  
 LX2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2229+STABILITY: SURFACE MOTION
 LX2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2229+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 LX2229
 LX2229  HISTORY     - Date     Condition        Report By
 LX2229  HISTORY     - 1923     MONUMENTED       USGS
 LX2229  HISTORY     - 1984     GOOD             NGS
 LX2229  HISTORY     - 19970220 GOOD             USPSQD
 LX2229  HISTORY     - 19981122 GOOD             USPSQD
 LX2229  HISTORY     - 20030606 GOOD             USPSQD
 LX2229
 LX2229                          STATION DESCRIPTION
 LX2229
 LX2229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2229'IN HADDAM.
 LX2229'IN HADDAM, AT THE BRAINERD MEMORIAL LIBRARY, ON THE NORTH SIDE OF THE
 LX2229'BUILDING, IN THE NORTHWEST BASEMENT WINDOW SILL.
 LX2229
 LX2229                          STATION RECOVERY (1997)
 LX2229
 LX2229'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2229'RECOVERED IN GOOD CONDITION.
 LX2229
 LX2229                          STATION RECOVERY (1998)
 LX2229
 LX2229'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX2229'RECOVERED IN GOOD CONDITION.
 LX2229
 LX2229                          STATION RECOVERY (2003)
 LX2229
 LX2229'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX2229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0203 ***********************************************************************
 LX0203  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0203  DESIGNATION -  101 W
 LX0203  PID         -  LX0203
 LX0203  STATE/COUNTY-  CT/MIDDLESEX
 LX0203  USGS QUAD   -  DEEP RIVER (1971)
 LX0203
 LX0203                         *CURRENT SURVEY CONTROL
 LX0203  ___________________________________________________________________
 LX0203* NAD 83(1986)-  41 26 53.     (N)    072 28 32.     (W)     SCALED    
 LX0203* NAVD 88     -        15.876  (meters)      52.09   (feet)  ADJUSTED  
 LX0203  ___________________________________________________________________
 LX0203  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX0203  DYNAMIC HT  -          15.870 (meters)      52.07  (feet)  COMP
 LX0203  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 LX0203
 LX0203  VERT ORDER  -  FIRST     CLASS II
 LX0203
 LX0203.The horizontal coordinates were scaled from a topographic map and have
 LX0203.an estimated accuracy of +/- 6 seconds.
 LX0203
 LX0203.The orthometric height was determined by differential leveling
 LX0203.and adjusted by the National Geodetic Survey in June 1991..
 LX0203.WARNING-Repeat measurements at this control monument indicate possible
 LX0203.vertical movement.
 LX0203
 LX0203.This Tidal Bench Mark is designated as VM 2237
 LX0203.by the Center for Operational Oceanographic Products and Services.
 LX0203
 LX0203.The geoid height was determined by GEOID03.
 LX0203
 LX0203.The dynamic height is computed by dividing the NAVD 88
 LX0203.geopotential number by the normal gravity value computed on the
 LX0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0203.degrees latitude (g = 980.6199 gals.).
 LX0203
 LX0203.The modeled gravity was interpolated from observed gravity values.
 LX0203
 LX0203;                    North         East    Units  Estimated Accuracy
 LX0203;SPC CT       -   220,710.      327,730.      MT  (+/- 180 meters Scaled)
 LX0203
 LX0203                          SUPERSEDED SURVEY CONTROL
 LX0203
 LX0203.No superseded survey control is available for this station.
 LX0203
 LX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL108915(NAD 83)
 LX0203_MARKER: DD = SURVEY DISK
 LX0203_SETTING: 66 = SET IN ROCK OUTCROP
 LX0203_SP_SET: ROCK LEDGE
 LX0203_STAMPING: 101 W 1923 53
 LX0203_MARK LOGO: USGS  
 LX0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0203+STABILITY: POSITION/ELEVATION WELL
 LX0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0203+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX0203
 LX0203  HISTORY     - Date     Condition        Report By
 LX0203  HISTORY     - 1923     MONUMENTED       USGS
 LX0203  HISTORY     - 1935     GOOD             NGS
 LX0203  HISTORY     - 1984     GOOD             USPSQD
 LX0203  HISTORY     - 1984     GOOD             NGS
 LX0203  HISTORY     - 19900317 GOOD             USPSQD
 LX0203  HISTORY     - 19980309 GOOD             USPSQD
 LX0203  HISTORY     - 20030606 GOOD             USPSQD
 LX0203  HISTORY     - 20060211 GOOD             USPSQD
 LX0203
 LX0203                          STATION DESCRIPTION
 LX0203
 LX0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0203'AT TYLERVILLE.
 LX0203'AT TYLERVILLE, MIDDLESEX COUNTY, ON STATE HIGHWAY 9, 50 FEET
 LX0203'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 82, 30 FEET WEST OF
 LX0203'THE CENTERLINE OF STATE HIGHWAY 9, IN THE TOP OF A ROCK LEDGE,
 LX0203'6 FEET EAST OF A STONE WALL, AND ABOUT 2 FEET HIGHER THAN THE
 LX0203'ROADWAY.
 LX0203
 LX0203                          STATION RECOVERY (1984)
 LX0203
 LX0203'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0203'RECOVERED IN GOOD CONDITION.
 LX0203
 LX0203                          STATION RECOVERY (1984)
 LX0203
 LX0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0203'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 4.0 KM (2.5 MI)
 LX0203'SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN HADDAM TO THE
 LX0203'MARK ON THE RIGHT, 10.0 METERS (33.0 FT) SOUTHWEST OF THE CENTERLINE
 LX0203'OF THE HIGHWAY, 10.6 METERS (35.0 FT) NORTHWEST OF POWER POLE 563,
 LX0203'1.2 METERS (4.0 FT) EAST OF A ROCK WALL.
 LX0203'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 LX0203'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX0203
 LX0203                          STATION RECOVERY (1990)
 LX0203
 LX0203'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0203'RECOVERED IN GOOD CONDITION.
 LX0203
 LX0203                          STATION RECOVERY (1998)
 LX0203
 LX0203'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0203'RECOVERED IN GOOD CONDITION.
 LX0203
 LX0203                          STATION RECOVERY (2003)
 LX0203
 LX0203'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX0203'RECOVERED IN GOOD CONDITION.
 LX0203
 LX0203                          STATION RECOVERY (2006)
 LX0203
 LX0203'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2241 ***********************************************************************
 LX2241  DESIGNATION -  103 W
 LX2241  PID         -  LX2241
 LX2241  STATE/COUNTY-  CT/MIDDLESEX
 LX2241  USGS QUAD   -  DEEP RIVER (1971)
 LX2241
 LX2241                         *CURRENT SURVEY CONTROL
 LX2241  ___________________________________________________________________
 LX2241* NAD 83(1986)-  41 24 10.     (N)    072 26 31.     (W)     SCALED    
 LX2241* NAVD 88     -        22.691  (meters)      74.45   (feet)  ADJUSTED  
 LX2241  ___________________________________________________________________
 LX2241  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX2241  DYNAMIC HT  -          22.683 (meters)      74.42  (feet)  COMP
 LX2241  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LX2241
 LX2241  VERT ORDER  -  FIRST     CLASS II
 LX2241
 LX2241.The horizontal coordinates were scaled from a topographic map and have
 LX2241.an estimated accuracy of +/- 6 seconds.
 LX2241
 LX2241.The orthometric height was determined by differential leveling
 LX2241.and adjusted by the National Geodetic Survey in June 1991..
 LX2241
 LX2241.The geoid height was determined by GEOID03.
 LX2241
 LX2241.The dynamic height is computed by dividing the NAVD 88
 LX2241.geopotential number by the normal gravity value computed on the
 LX2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2241.degrees latitude (g = 980.6199 gals.).
 LX2241
 LX2241.The modeled gravity was interpolated from observed gravity values.
 LX2241
 LX2241;                    North         East    Units  Estimated Accuracy
 LX2241;SPC CT       -   215,690.      330,560.      MT  (+/- 180 meters Scaled)
 LX2241
 LX2241                          SUPERSEDED SURVEY CONTROL
 LX2241
 LX2241.No superseded survey control is available for this station.
 LX2241
 LX2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL138866(NAD 83)
 LX2241_MARKER: DB = BENCH MARK DISK
 LX2241_SETTING: 66 = SET IN ROCK OUTCROP
 LX2241_SP_SET: ROCK OUTCROP
 LX2241_STAMPING: 103 W 1923 75
 LX2241_MARK LOGO: USGS  
 LX2241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2241+STABILITY: POSITION/ELEVATION WELL
 LX2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2241+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 LX2241
 LX2241  HISTORY     - Date     Condition        Report By
 LX2241  HISTORY     - 1923     MONUMENTED       USGS
 LX2241  HISTORY     - 1984     GOOD             NGS
 LX2241  HISTORY     - 1985     GOOD             NGS
 LX2241  HISTORY     - 1989     GOOD             USPSQD
 LX2241  HISTORY     - 1991     GOOD             USPSQD
 LX2241  HISTORY     - 19970210 GOOD             USPSQD
 LX2241  HISTORY     - 20030606 GOOD             USPSQD
 LX2241
 LX2241                          STATION DESCRIPTION
 LX2241
 LX2241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2241'2.4 KM (1.55 MI) NORTH FROM DEEP RIVER.
 LX2241'2.4 KM (1.55 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2241'DEEP RIVER TO THE MARK ON THE RIGHT, 7.4 METERS (24.5 FT) EAST OF THE
 LX2241'CENTERLINE OF THE HIGHWAY, 5.6 METERS (18.5 FT) SOUTH OF POWER POLE
 LX2241'702, 4.2 METERS (14.0 FT) WEST OF A RIGHT-OF-WAY MONUMENT.
 LX2241'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LX2241
 LX2241                          STATION RECOVERY (1985)
 LX2241
 LX2241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2241'RECOVERED IN GOOD CONDITION.
 LX2241
 LX2241                          STATION RECOVERY (1989)
 LX2241
 LX2241'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2241'RECOVERED IN GOOD CONDITION.
 LX2241
 LX2241                          STATION RECOVERY (1991)
 LX2241
 LX2241'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2241'RECOVERED IN GOOD CONDITION.
 LX2241
 LX2241                          STATION RECOVERY (1997)
 LX2241
 LX2241'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2241'RECOVERED IN GOOD CONDITION.
 LX2241
 LX2241                          STATION RECOVERY (2003)
 LX2241
 LX2241'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX2241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1789 ***********************************************************************
 MZ1789  DESIGNATION -  10359 AZ MK
 MZ1789  PID         -  MZ1789
 MZ1789  STATE/COUNTY-  CT/HARTFORD
 MZ1789  USGS QUAD   -  
 MZ1789
 MZ1789                         *CURRENT SURVEY CONTROL
 MZ1789  ___________________________________________________________________
 MZ1789* NAD 83(1996)-  42 01 43.92250(N)    072 43 30.05940(W)     ADJUSTED  
 MZ1789* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 MZ1789  ___________________________________________________________________
 MZ1789  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 MZ1789  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 MZ1789
 MZ1789  HORZ ORDER  -  SECOND
 MZ1789
 MZ1789.The horizontal coordinates were established by classical geodetic methods
 MZ1789.and adjusted by the National Geodetic Survey in August 1998..
 MZ1789
 MZ1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1789
 MZ1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1789
 MZ1789.The geoid height was determined by GEOID03.
 MZ1789
 MZ1789;                    North         East     Units Scale Factor Converg.
 MZ1789;SPC CT       -   285,179.678   306,869.618   MT  1.00002045   +0 00 59.6
 MZ1789;SPC CT       -   935,626.99  1,006,788.07   sFT  1.00002045   +0 00 59.6
 MZ1789;SPC MA M     -   865,004.044    98,558.965   MT  0.99996902   -0 49 22.4
 MZ1789;SPC MA M     - 2,837,934.10    323,355.54   sFT  0.99996902   -0 49 22.4
 MZ1789;UTM  18      - 4,655,485.242   688,328.757   MT  1.00003644   +1 31 24.8
 MZ1789
 MZ1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1789!SPC CT       -   0.99999209  x   1.00002045  =   1.00001254
 MZ1789!SPC MA M     -   0.99999209  x   0.99996902  =   0.99996111
 MZ1789!UTM  18      -   0.99999209  x   1.00003644  =   1.00002853
 MZ1789
 MZ1789                          SUPERSEDED SURVEY CONTROL
 MZ1789
 MZ1789  NAD 83(1996)-  42 01 43.92250(N)    072 43 30.05943(W) AD(       ) 2
 MZ1789  NAD 83(1992)-  42 01 43.92321(N)    072 43 30.06013(W) AD(       ) 2
 MZ1789  NAD 83(1992)-  42 01 43.92321(N)    072 43 30.06014(W) AD(       ) 2
 MZ1789  NAD 83(1986)-  42 01 43.92493(N)    072 43 30.06170(W) AD(       ) 2
 MZ1789  NAD 27      -  42 01 43.58130(N)    072 43 31.72649(W) AD(       ) 2
 MZ1789  NGVD 29 (07/19/86)   79.6    (m)          261.     (f) VERT ANG       
 MZ1789
 MZ1789.Superseded values are not recommended for survey control.
 MZ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1789.See file dsdata.txt to determine how the superseded data were derived.
 MZ1789
 MZ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8832955485(NAD 83)
 MZ1789_MARKER: DH = HORIZONTAL CONTROL DISK
 MZ1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1789_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ1789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1789+STABILITY: SURFACE MOTION
 MZ1789
 MZ1789  HISTORY     - Date     Condition        Report By
 MZ1789  HISTORY     - 1980     MONUMENTED       MAGS
 MZ1789  HISTORY     - 1980     GOOD             MAGS
 MZ1789
 MZ1789                          STATION DESCRIPTION
 MZ1789
 MZ1789'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1980 (MSF)
 MZ1789'THE STATION IS LOCATED IN THE TOWN OF SUFFIELD, ABOUT 9.9 KM (6-1/4
 MZ1789'MI) NORTHWEST OF GRANBY, 5.6 KM (3-1/2 MI) SOUTHWEST OF FEEDING
 MZ1789'HILLS, 4.5 KM (2-3/4 MI) SOUTH OF SOUTHWICK, 0.6 KM (1/2 MI) SOUTH
 MZ1789'OF THE CONNECTICUT-MASSACHUSETTS STATE LINE AND ON THE WEST SIDE
 MZ1789'OF WERNER TOWN ROAD.
 MZ1789'OWNERSHIP--SUFFIELD HIGHWAY DEPARTMENT, SUFFIELD, CT 06078,
 MZ1789'PHONE 203-668-7974.
 MZ1789'
 MZ1789'TO REACH THE STATION FROM SOUTHWICK CENTER AT THE JUNCTION OF
 MZ1789'U.S. HIGHWAY 202,
 MZ1789'STATE HIGHWAYS 10 AND 57, AND DEPOT STREET, TRAVEL EAST ALONG
 MZ1789'DEPOT STREET 0.8 KM (0.5 MI) PASSING UNDER THE RAILROAD BRIDGE TO
 MZ1789'THE INTERSECTION WITH LONGYARD ROAD. TURN RIGHT AND TRAVEL 1.6 KM
 MZ1789'(1.5 MI) TO INTERSECTION WITH FOSTER ROAD. CONTINUE ON LONGYARD
 MZ1789'ROAD 1.1 KM (0.7 MI) TO JUNCTION WITH NORTH STONE ROAD AND WARNER
 MZ1789'TOWN ROAD. BEAR RIGHT AND TRAVEL SOUTH ON WARNER TOWN ROAD 0.7 KM
 MZ1789'1.1 KM (0.7 MI) TO MARK ON THE RIGHT.
 MZ1789'
 MZ1789'THE STATION IS A STANDARD  MAGS DISK
 MZ1789'STAMPED---10359 AZIMUTH---,
 MZ1789'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 13 CM ON A SIDE
 MZ1789'FLUSH WITH GROUND.  IT IS LOCATED
 MZ1789'27.13 METERS (89.0 FT) NORTH FROM A UTILITY POLE NUMBERED 1 OVER
 MZ1789'6,
 MZ1789'14.93 METERS (49.0 FT) SOUTHWEST FROM A 75 CM OAK TREE,
 MZ1789'10.0 METERS (32.8 FT) NORTH-NORTHEAST FROM A 90 CM PINE TREE, AND
 MZ1789'4.91 METERS (16.1 FT) WEST-NORTHWEST FROM THE CENTER OF WARNER
 MZ1789'TOWN ROAD.
 MZ1789'
 MZ1789'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 MZ1789'
 MZ1789'DESCRIBED BY G.P.CONNOR,JR.
 MZ1789
 MZ1789                          STATION RECOVERY (1980)
 MZ1789
 MZ1789'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1980 (MSF)
 MZ1789'THE STATION WAS RECOVERED AT THIS DATE.
 MZ1789'THE 1980 DESCRIPTION IS ADEQUATE FOR RECOVERING THE STATION.
 MZ1789'
 MZ1789'DESCRIBED BY R.A. KELLER, MAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1921 ***********************************************************************
 LX1921  DESIGNATION -  1042
 LX1921  PID         -  LX1921
 LX1921  STATE/COUNTY-  CT/LITCHFIELD
 LX1921  USGS QUAD   -  NEW MILFORD (1984)
 LX1921
 LX1921                         *CURRENT SURVEY CONTROL
 LX1921  ___________________________________________________________________
 LX1921* NAD 83(1986)-  41 34 31.     (N)    073 25 07.     (W)     SCALED    
 LX1921* NAVD 88     -        62.170  (meters)     203.97   (feet)  ADJUSTED  
 LX1921  ___________________________________________________________________
 LX1921  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX1921  DYNAMIC HT  -          62.150 (meters)     203.90  (feet)  COMP
 LX1921  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LX1921
 LX1921  VERT ORDER  -  FIRST     CLASS II
 LX1921
 LX1921.The horizontal coordinates were scaled from a topographic map and have
 LX1921.an estimated accuracy of +/- 6 seconds.
 LX1921
 LX1921.The orthometric height was determined by differential leveling
 LX1921.and adjusted by the National Geodetic Survey in June 1991..
 LX1921
 LX1921.The geoid height was determined by GEOID03.
 LX1921
 LX1921.The dynamic height is computed by dividing the NAVD 88
 LX1921.geopotential number by the normal gravity value computed on the
 LX1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1921.degrees latitude (g = 980.6199 gals.).
 LX1921
 LX1921.The modeled gravity was interpolated from observed gravity values.
 LX1921
 LX1921;                    North         East    Units  Estimated Accuracy
 LX1921;SPC CT       -   235,020.      249,040.      MT  (+/- 180 meters Scaled)
 LX1921
 LX1921                          SUPERSEDED SURVEY CONTROL
 LX1921
 LX1921.No superseded survey control is available for this station.
 LX1921
 LX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM318038(NAD 83)
 LX1921_MARKER: DD = SURVEY DISK
 LX1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1921_SP_SET: CONCRETE POST
 LX1921_STAMPING: 1042
 LX1921_MARK LOGO: CTGS  
 LX1921_PROJECTION: RECESSED 20 CENTIMETERS
 LX1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1921+STABILITY: SURFACE MOTION
 LX1921
 LX1921  HISTORY     - Date     Condition        Report By
 LX1921  HISTORY     - 1936     MONUMENTED       CTGS
 LX1921  HISTORY     - 1984     GOOD             NGS
 LX1921  HISTORY     - 1985     GOOD             NGS
 LX1921
 LX1921                          STATION DESCRIPTION
 LX1921
 LX1921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1921'0.2 KM (0.15 MI) NORTH FROM NEW MILFORD.
 LX1921'0.2 KM (0.15 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF U.S.
 LX1921'HIGHWAY 202 AND STATE HIGHWAY 67 LEADING EAST ACROSS A BRIDGE OVER THE
 LX1921'HOUSATONIC RIVER TO NEW MILFORD AND JUST NORTH OF THE DEVOE REALTY
 LX1921'COMPANY TO THE MARK ON THE LEFT, 6.37 METERS (20.9 FT) SOUTHWEST OF
 LX1921'THE CENTERLINE OF THE HIGHWAY, 34.96 METERS (114.7 FT) NORTH-NORTHWEST
 LX1921'OF THE CENTER OF SIGN (DEVOE), 1.68 METERS (5.5 FT) SOUTH-SOUTHEAST OF
 LX1921'THE WEST LEG OF A HIGHWAY SIGN (JUNCTION U S 202 - STATE 67).
 LX1921'NOTE--MARK IS IN A DENSE PATCH OF POISON IVY.
 LX1921'THE MARK IS 0.33 METERS  NE FROM A WITNESS POST.
 LX1921'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX1921
 LX1921                          STATION RECOVERY (1985)
 LX1921
 LX1921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2592 ***********************************************************************
 LX2592  DESIGNATION -  1043
 LX2592  PID         -  LX2592
 LX2592  STATE/COUNTY-  CT/LITCHFIELD
 LX2592  USGS QUAD   -  NEW MILFORD (1984)
 LX2592
 LX2592                         *CURRENT SURVEY CONTROL
 LX2592  ___________________________________________________________________
 LX2592* NAD 83(1986)-  41 34 36.     (N)    073 24 39.     (W)     SCALED    
 LX2592* NAVD 88     -        76.371  (meters)     250.56   (feet)  ADJUSTED  
 LX2592  ___________________________________________________________________
 LX2592  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX2592  DYNAMIC HT  -          76.345 (meters)     250.48  (feet)  COMP
 LX2592  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LX2592
 LX2592  VERT ORDER  -  FIRST     CLASS II
 LX2592
 LX2592.The horizontal coordinates were scaled from a topographic map and have
 LX2592.an estimated accuracy of +/- 6 seconds.
 LX2592
 LX2592.The orthometric height was determined by differential leveling
 LX2592.and adjusted by the National Geodetic Survey in June 1991..
 LX2592
 LX2592.The geoid height was determined by GEOID03.
 LX2592
 LX2592.The dynamic height is computed by dividing the NAVD 88
 LX2592.geopotential number by the normal gravity value computed on the
 LX2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2592.degrees latitude (g = 980.6199 gals.).
 LX2592
 LX2592.The modeled gravity was interpolated from observed gravity values.
 LX2592
 LX2592;                    North         East    Units  Estimated Accuracy
 LX2592;SPC CT       -   235,170.      249,690.      MT  (+/- 180 meters Scaled)
 LX2592
 LX2592                          SUPERSEDED SURVEY CONTROL
 LX2592
 LX2592.No superseded survey control is available for this station.
 LX2592
 LX2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM324039(NAD 83)
 LX2592_MARKER: DD = SURVEY DISK
 LX2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2592_SP_SET: CONCRETE POST
 LX2592_STAMPING: 1043
 LX2592_MARK LOGO: CTGS  
 LX2592_PROJECTION: RECESSED 6 CENTIMETERS
 LX2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2592+STABILITY: SURFACE MOTION
 LX2592
 LX2592  HISTORY     - Date     Condition        Report By
 LX2592  HISTORY     - UNK      MONUMENTED       CTGS
 LX2592  HISTORY     - 1985     GOOD             NGS
 LX2592
 LX2592                          STATION DESCRIPTION
 LX2592
 LX2592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2592'IN NEW MILFORD.
 LX2592'IN NEW MILFORD, AT THE SOUTHWEST CORNER OF THE MEDIAN BETWEEN NORTH
 LX2592'MAIN STREET, 12.0 METERS (39.5 FT) EAST OF THE CENTER LINE OF THE
 LX2592'SOUTHBOUND LANE OF NORTH MAIN STREET, 8.5 METERS (28.0 FT) NORTH OF
 LX2592'THE CENTER LINE OF BRIDGE STREET, 7.3 METERS (24.0 FT) WEST OF POWER
 LX2592'POLE NUMBER 182.
 LX2592'THE MARK IS ABOVE LEVEL WITH MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2594 ***********************************************************************
 LX2594  DESIGNATION -  1044
 LX2594  PID         -  LX2594
 LX2594  STATE/COUNTY-  CT/LITCHFIELD
 LX2594  USGS QUAD   -  NEW MILFORD (1984)
 LX2594
 LX2594                         *CURRENT SURVEY CONTROL
 LX2594  ___________________________________________________________________
 LX2594* NAD 83(1986)-  41 34 49.     (N)    073 24 46.     (W)     SCALED    
 LX2594* NAVD 88     -        87.898  (meters)     288.38   (feet)  ADJUSTED  
 LX2594  ___________________________________________________________________
 LX2594  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX2594  DYNAMIC HT  -          87.869 (meters)     288.28  (feet)  COMP
 LX2594  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 LX2594
 LX2594  VERT ORDER  -  FIRST     CLASS II
 LX2594
 LX2594.The horizontal coordinates were scaled from a topographic map and have
 LX2594.an estimated accuracy of +/- 6 seconds.
 LX2594
 LX2594.The orthometric height was determined by differential leveling
 LX2594.and adjusted by the National Geodetic Survey in June 1991..
 LX2594
 LX2594.The geoid height was determined by GEOID03.
 LX2594
 LX2594.The dynamic height is computed by dividing the NAVD 88
 LX2594.geopotential number by the normal gravity value computed on the
 LX2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2594.degrees latitude (g = 980.6199 gals.).
 LX2594
 LX2594.The modeled gravity was interpolated from observed gravity values.
 LX2594
 LX2594;                    North         East    Units  Estimated Accuracy
 LX2594;SPC CT       -   235,570.      249,530.      MT  (+/- 180 meters Scaled)
 LX2594
 LX2594                          SUPERSEDED SURVEY CONTROL
 LX2594
 LX2594.No superseded survey control is available for this station.
 LX2594
 LX2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM323043(NAD 83)
 LX2594_MARKER: DD = SURVEY DISK
 LX2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2594_SP_SET: CONCRETE POST
 LX2594_STAMPING: 1044
 LX2594_MARK LOGO: CTGS  
 LX2594_PROJECTION: FLUSH
 LX2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2594+STABILITY: SURFACE MOTION
 LX2594
 LX2594  HISTORY     - Date     Condition        Report By
 LX2594  HISTORY     - UNK      MONUMENTED       CTGS
 LX2594  HISTORY     - 1985     GOOD             NGS
 LX2594
 LX2594                          STATION DESCRIPTION
 LX2594
 LX2594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2594'IN NEW MILFORD.
 LX2594'IN NEW MILFORD, AT THE CORNER OF BENNETT STREET AND ASPETUCK AVENUE,
 LX2594'6.4 METERS (21.0 FT) NORTH OF THE CENTER LINE OF BENNETT STREET,
 LX2594'6.7 METERS (22.0 FT) WEST OF THE CENTER LINE OF ASPETUCK AVENUE.
 LX2594'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6985 ***********************************************************************
 LX6985  DESIGNATION -  105
 LX6985  PID         -  LX6985
 LX6985  STATE/COUNTY-  CT/MIDDLESEX
 LX6985  USGS QUAD   -  MIDDLETOWN (1992)
 LX6985
 LX6985                         *CURRENT SURVEY CONTROL
 LX6985  ___________________________________________________________________
 LX6985* NAD 83(1996)-  41 35 38.98439(N)    072 38 25.44793(W)     ADJUSTED  
 LX6985* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6985  ___________________________________________________________________
 LX6985  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX6985  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6985
 LX6985  HORZ ORDER  -  THIRD
 LX6985
 LX6985.The horizontal coordinates were established by classical geodetic methods
 LX6985.and adjusted by the National Geodetic Survey in August 1998..
 LX6985.No horizontal observational check was made to the station.
 LX6985
 LX6985.The orthometric height was scaled from a topographic map.
 LX6985
 LX6985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6985
 LX6985.The geoid height was determined by GEOID03.
 LX6985
 LX6985;                    North         East     Units Scale Factor Converg.
 LX6985;SPC CT       -   236,902.780   313,938.187   MT  0.99998370   +0 04 21.6
 LX6985;SPC CT       -   777,238.54  1,029,978.87   sFT  0.99998370   +0 04 21.6
 LX6985;UTM  18      - 4,607,407.199   696,659.730   MT  1.00007596   +1 34 00.9
 LX6985
 LX6985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6985!SPC CT       -   1.00000421  x   0.99998370  =   0.99998791
 LX6985!UTM  18      -   1.00000421  x   1.00007596  =   1.00008017
 LX6985
 LX6985                          SUPERSEDED SURVEY CONTROL
 LX6985
 LX6985  NAD 83(1992)-  41 35 38.98374(N)    072 38 25.44791(W) AD(       ) 3
 LX6985  NAD 83(1986)-  41 35 38.98568(N)    072 38 25.44984(W) AD(       ) 3
 LX6985  NAD 27      -  41 35 38.62200(N)    072 38 27.11800(W) AD(       ) 3
 LX6985
 LX6985.Superseded values are not recommended for survey control.
 LX6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6985.See file dsdata.txt to determine how the superseded data were derived.
 LX6985
 LX6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9666007407(NAD 83)
 LX6985
 LX6985  HISTORY     - Date     Condition        Report By
 LX6985  HISTORY     - 1935     MONUMENTED       CGS
 LX6985  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6985
 LX6985                          STATION DESCRIPTION
 LX6985
 LX6985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6985'MARKED WITH A BRASS PLUG SET IN A STONE 1.86 METERS E OF TOWN
 LX6985'DOCK.  SEE DESCRIPTION FOR TOWN DOCK.
 LX6985
 LX6985                          STATION RECOVERY (1969)
 LX6985
 LX6985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6985'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION OF TOWN
 LX6985'DOCK, 1935 BY G.C.M. IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3083 ***********************************************************************
 LX3083  DESIGNATION -  106 W
 LX3083  PID         -  LX3083
 LX3083  STATE/COUNTY-  CT/MIDDLESEX
 LX3083  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3083
 LX3083                         *CURRENT SURVEY CONTROL
 LX3083  ___________________________________________________________________
 LX3083* NAD 83(1986)-  41 34 57.     (N)    072 30 21.     (W)     SCALED    
 LX3083* NAVD 88     -       147.978  (meters)     485.49   (feet)  ADJUSTED  
 LX3083  ___________________________________________________________________
 LX3083  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3083  DYNAMIC HT  -         147.927 (meters)     485.32  (feet)  COMP
 LX3083  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LX3083
 LX3083  VERT ORDER  -  FIRST     CLASS II
 LX3083
 LX3083.The horizontal coordinates were scaled from a topographic map and have
 LX3083.an estimated accuracy of +/- 6 seconds.
 LX3083
 LX3083.The orthometric height was determined by differential leveling
 LX3083.and adjusted by the National Geodetic Survey in June 1991..
 LX3083
 LX3083.The geoid height was determined by GEOID03.
 LX3083
 LX3083.The dynamic height is computed by dividing the NAVD 88
 LX3083.geopotential number by the normal gravity value computed on the
 LX3083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3083.degrees latitude (g = 980.6199 gals.).
 LX3083
 LX3083.The modeled gravity was interpolated from observed gravity values.
 LX3083
 LX3083;                    North         East    Units  Estimated Accuracy
 LX3083;SPC CT       -   235,630.      325,160.      MT  (+/- 180 meters Scaled)
 LX3083
 LX3083                          SUPERSEDED SURVEY CONTROL
 LX3083
 LX3083.No superseded survey control is available for this station.
 LX3083
 LX3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM079064(NAD 83)
 LX3083_MARKER: DD = SURVEY DISK
 LX3083_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX3083+WITH SETTING: PAVEMENT
 LX3083_SP_SET: BUILDING FOUNDATION
 LX3083_STAMPING: 106 W 1923 487
 LX3083_MARK LOGO: USGS  
 LX3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3083+STABILITY: SURFACE MOTION
 LX3083
 LX3083  HISTORY     - Date     Condition        Report By
 LX3083  HISTORY     - 1923     MONUMENTED       USGS
 LX3083  HISTORY     - 1986     GOOD             NGS
 LX3083  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 LX3083  HISTORY     - 20030606 MARK NOT FOUND   USPSQD
 LX3083
 LX3083                          STATION DESCRIPTION
 LX3083
 LX3083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3083'IN EAST HAMPTON.
 LX3083'IN EAST HAMPTON, AT THE INTERSECTION OF STATE HIGHWAY 66 (WEST HIGH
 LX3083'STREET) AND NORTH MAIN STREET, AT THE SOUTHEAST CORNER OF THE
 LX3083'FOUNDATION OF BETHLEHEM LUTHERAN CHURCH, 5.5 METERS (18.2 FT)
 LX3083'NORTHEAST OF THE CENTER OF NORTH MAIN STREET, 0.09 METER (0.3 FT)
 LX3083'SOUTHEAST OF THE SOUTH WALL.
 LX3083'THE MARK IS 0.91 M ABOVE GROUND.
 LX3083
 LX3083                          STATION RECOVERY (1997)
 LX3083
 LX3083'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3083'MARK NOT FOUND.
 LX3083
 LX3083                          STATION RECOVERY (2003)
 LX3083
 LX3083'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX3083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3090 ***********************************************************************
 LX3090  DESIGNATION -  107 W RESET
 LX3090  PID         -  LX3090
 LX3090  STATE/COUNTY-  CT/HARTFORD
 LX3090  USGS QUAD   -  MARLBOROUGH (1984)
 LX3090
 LX3090                         *CURRENT SURVEY CONTROL
 LX3090  ___________________________________________________________________
 LX3090* NAD 83(1986)-  41 37 52.     (N)    072 27 35.     (W)     SCALED    
 LX3090* NAVD 88     -       154.654  (meters)     507.39   (feet)  ADJUSTED  
 LX3090  ___________________________________________________________________
 LX3090  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3090  DYNAMIC HT  -         154.603 (meters)     507.23  (feet)  COMP
 LX3090  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 LX3090
 LX3090  VERT ORDER  -  FIRST     CLASS II
 LX3090
 LX3090.The horizontal coordinates were scaled from a topographic map and have
 LX3090.an estimated accuracy of +/- 6 seconds.
 LX3090
 LX3090.The orthometric height was determined by differential leveling
 LX3090.and adjusted by the National Geodetic Survey in June 1991..
 LX3090
 LX3090.The geoid height was determined by GEOID03.
 LX3090
 LX3090.The dynamic height is computed by dividing the NAVD 88
 LX3090.geopotential number by the normal gravity value computed on the
 LX3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3090.degrees latitude (g = 980.6199 gals.).
 LX3090
 LX3090.The modeled gravity was interpolated from observed gravity values.
 LX3090
 LX3090;                    North         East    Units  Estimated Accuracy
 LX3090;SPC CT       -   241,040.      328,990.      MT  (+/- 180 meters Scaled)
 LX3090
 LX3090                          SUPERSEDED SURVEY CONTROL
 LX3090
 LX3090.No superseded survey control is available for this station.
 LX3090
 LX3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM115119(NAD 83)
 LX3090_MARKER: DD = SURVEY DISK
 LX3090_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX3090_SP_SET: STONEWALL BASE
 LX3090_STAMPING: 107 W 1923 RESET 1963 508
 LX3090_MARK LOGO: USGS  
 LX3090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3090
 LX3090  HISTORY     - Date     Condition        Report By
 LX3090  HISTORY     - 1963     MONUMENTED       USGS
 LX3090  HISTORY     - 1986     GOOD             NGS
 LX3090  HISTORY     - 19940922 GOOD             USPSQD
 LX3090
 LX3090                          STATION DESCRIPTION
 LX3090
 LX3090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3090'IN MARLBOROUGH.
 LX3090'IN MARLBOROUGH, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF STATE
 LX3090'HIGHWAY 66 AND MAIN STREET, 13.6 METERS (44.7 FT) EAST OF THE
 LX3090'CENTERLINE OF THE HIGHWAY, 16.1 METERS (53.0 FT) SOUTHWEST OF THE
 LX3090'CENTERLINE OF MAIN STREET, 4.5 METERS (15.0 FT) NORTHEAST OF POWER
 LX3090'POLE NO. 244.
 LX3090'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3090
 LX3090                          STATION RECOVERY (1994)
 LX3090
 LX3090'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3101 ***********************************************************************
 LX3101  DESIGNATION -  108 W
 LX3101  PID         -  LX3101
 LX3101  STATE/COUNTY-  CT/TOLLAND
 LX3101  USGS QUAD   -  MARLBOROUGH (1984)
 LX3101
 LX3101                         *CURRENT SURVEY CONTROL
 LX3101  ___________________________________________________________________
 LX3101* NAD 83(1986)-  41 38 49.     (N)    072 24 11.     (W)     SCALED    
 LX3101* NAVD 88     -       112.571  (meters)     369.33   (feet)  ADJUSTED  
 LX3101  ___________________________________________________________________
 LX3101  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3101  DYNAMIC HT  -         112.533 (meters)     369.20  (feet)  COMP
 LX3101  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX3101
 LX3101  VERT ORDER  -  FIRST     CLASS II
 LX3101
 LX3101.The horizontal coordinates were scaled from a topographic map and have
 LX3101.an estimated accuracy of +/- 6 seconds.
 LX3101
 LX3101.The orthometric height was determined by differential leveling
 LX3101.and adjusted by the National Geodetic Survey in June 1991..
 LX3101
 LX3101.The geoid height was determined by GEOID03.
 LX3101
 LX3101.The dynamic height is computed by dividing the NAVD 88
 LX3101.geopotential number by the normal gravity value computed on the
 LX3101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3101.degrees latitude (g = 980.6199 gals.).
 LX3101
 LX3101.The modeled gravity was interpolated from observed gravity values.
 LX3101
 LX3101;                    North         East    Units  Estimated Accuracy
 LX3101;SPC CT       -   242,820.      333,700.      MT  (+/- 180 meters Scaled)
 LX3101
 LX3101                          SUPERSEDED SURVEY CONTROL
 LX3101
 LX3101.No superseded survey control is available for this station.
 LX3101
 LX3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM162138(NAD 83)
 LX3101_MARKER: DD = SURVEY DISK
 LX3101_SETTING: 66 = SET IN ROCK OUTCROP
 LX3101_SP_SET: ROCK OUTCROP
 LX3101_STAMPING: 108 W 1923 370
 LX3101_MARK LOGO: USGS  
 LX3101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3101+STABILITY: POSITION/ELEVATION WELL
 LX3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3101+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 LX3101
 LX3101  HISTORY     - Date     Condition        Report By
 LX3101  HISTORY     - 1923     MONUMENTED       USGS
 LX3101  HISTORY     - 1986     GOOD             NGS
 LX3101  HISTORY     - 20020129 GOOD             USPSQD
 LX3101
 LX3101                          STATION DESCRIPTION
 LX3101
 LX3101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3101'4.2 KM (2.6 MI) WEST FROM HEBRON.
 LX3101'4.2 KM (2.6 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3101'HEBRON TO THE MARK ON THE LEFT, 12.9 METERS (42.5 FT) SOUTH OF THE
 LX3101'CENTERLINE OF THE HIGHWAY, 10.2 METERS (33.7 FT) SOUTHEAST OF AN END
 LX3101'GUARD POST, 7.4 METERS (24.5 FT) NORTH OF BENCH MARK 4997 CTGS
 LX3101'DESCRIBED, 0.60 METER (2.0 FT) WEST OF A ROCK WALL, 0.57 METER
 LX3101'(1.9 FT) NORTH OF A 10-INCH OAK TREE.
 LX3101'THE MARK IS 7.2 METERS  S FROM  A WITNESS POST
 LX3101'THE MARK IS 0.91 M BELOW HIGHWAY.
 LX3101
 LX3101                          STATION RECOVERY (2002)
 LX3101
 LX3101'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX3101'1986 DESCRIPTION '7.4 METERS (24.5 FT) NORTH OF BENCHMARK 4997.....'
 LX3101'NORTH SHOULD READ SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2604 ***********************************************************************
 LX2604  DESIGNATION -  1081
 LX2604  PID         -  LX2604
 LX2604  STATE/COUNTY-  CT/LITCHFIELD
 LX2604  USGS QUAD   -  NEW PRESTON (1984)
 LX2604
 LX2604                         *CURRENT SURVEY CONTROL
 LX2604  ___________________________________________________________________
 LX2604* NAD 83(1986)-  41 39 37.     (N)    073 22 27.     (W)     SCALED    
 LX2604* NAVD 88     -       152.005  (meters)     498.70   (feet)  ADJUSTED  
 LX2604  ___________________________________________________________________
 LX2604  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX2604  DYNAMIC HT  -         151.951 (meters)     498.53  (feet)  COMP
 LX2604  MODELED GRAV-     980,267.2   (mgal)                       NAVD 88
 LX2604
 LX2604  VERT ORDER  -  FIRST     CLASS II
 LX2604
 LX2604.The horizontal coordinates were scaled from a topographic map and have
 LX2604.an estimated accuracy of +/- 6 seconds.
 LX2604
 LX2604.The orthometric height was determined by differential leveling
 LX2604.and adjusted by the National Geodetic Survey in June 1991..
 LX2604
 LX2604.The geoid height was determined by GEOID03.
 LX2604
 LX2604.The dynamic height is computed by dividing the NAVD 88
 LX2604.geopotential number by the normal gravity value computed on the
 LX2604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2604.degrees latitude (g = 980.6199 gals.).
 LX2604
 LX2604.The modeled gravity was interpolated from observed gravity values.
 LX2604
 LX2604;                    North         East    Units  Estimated Accuracy
 LX2604;SPC CT       -   244,430.      252,820.      MT  (+/- 180 meters Scaled)
 LX2604
 LX2604                          SUPERSEDED SURVEY CONTROL
 LX2604
 LX2604.No superseded survey control is available for this station.
 LX2604
 LX2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM353133(NAD 83)
 LX2604_MARKER: DD = SURVEY DISK
 LX2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2604_SP_SET: CONCRETE POST
 LX2604_STAMPING: 1081
 LX2604_MARK LOGO: CTGS  
 LX2604_PROJECTION: RECESSED 30 CENTIMETERS
 LX2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2604+STABILITY: SURFACE MOTION
 LX2604
 LX2604  HISTORY     - Date     Condition        Report By
 LX2604  HISTORY     - UNK      MONUMENTED       CTGS
 LX2604  HISTORY     - 1985     GOOD             NGS
 LX2604
 LX2604                          STATION DESCRIPTION
 LX2604
 LX2604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2604'9.9 KM (6.15 MI) NORTH FROM NEW MILFORD.
 LX2604'9.9 KM (6.15 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2604'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE LEFT, 7.7 METERS
 LX2604'(25.5 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37.7 METERS
 LX2604'(124.0 FT) SOUTHWEST OF THE CENTER OF A CATCH BASIN, 15.7 METERS
 LX2604'(51.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A WOOD FENCE, 13.4
 LX2604'METERS (44.0 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOOD FENCE,
 LX2604'4.2 METERS (14.0 FT) SOUTH-SOUTHEAST OF A WOOD FENCE.
 LX2604'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2605 ***********************************************************************
 LX2605  DESIGNATION -  1082
 LX2605  PID         -  LX2605
 LX2605  STATE/COUNTY-  CT/LITCHFIELD
 LX2605  USGS QUAD   -  NEW PRESTON (1984)
 LX2605
 LX2605                         *CURRENT SURVEY CONTROL
 LX2605  ___________________________________________________________________
 LX2605* NAD 83(1986)-  41 39 46.     (N)    073 22 09.     (W)     SCALED    
 LX2605* NAVD 88     -       156.706  (meters)     514.13   (feet)  ADJUSTED  
 LX2605  ___________________________________________________________________
 LX2605  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX2605  DYNAMIC HT  -         156.650 (meters)     513.94  (feet)  COMP
 LX2605  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LX2605
 LX2605  VERT ORDER  -  FIRST     CLASS II
 LX2605
 LX2605.The horizontal coordinates were scaled from a topographic map and have
 LX2605.an estimated accuracy of +/- 6 seconds.
 LX2605
 LX2605.The orthometric height was determined by differential leveling
 LX2605.and adjusted by the National Geodetic Survey in June 1991..
 LX2605
 LX2605.The geoid height was determined by GEOID03.
 LX2605
 LX2605.The dynamic height is computed by dividing the NAVD 88
 LX2605.geopotential number by the normal gravity value computed on the
 LX2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2605.degrees latitude (g = 980.6199 gals.).
 LX2605
 LX2605.The modeled gravity was interpolated from observed gravity values.
 LX2605
 LX2605;                    North         East    Units  Estimated Accuracy
 LX2605;SPC CT       -   244,700.      253,230.      MT  (+/- 180 meters Scaled)
 LX2605
 LX2605                          SUPERSEDED SURVEY CONTROL
 LX2605
 LX2605.No superseded survey control is available for this station.
 LX2605
 LX2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM357136(NAD 83)
 LX2605_MARKER: DD = SURVEY DISK
 LX2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2605_SP_SET: CONCRETE POST
 LX2605_STAMPING: 1082
 LX2605_MARK LOGO: CTGS  
 LX2605_PROJECTION: RECESSED 30 CENTIMETERS
 LX2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2605+STABILITY: SURFACE MOTION
 LX2605
 LX2605  HISTORY     - Date     Condition        Report By
 LX2605  HISTORY     - UNK      MONUMENTED       CTGS
 LX2605  HISTORY     - 1985     GOOD             NGS
 LX2605
 LX2605                          STATION DESCRIPTION
 LX2605
 LX2605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2605'10.4 KM (6.45 MI) NORTH FROM NEW MILFORD.
 LX2605'10.4 KM (6.45 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2605'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE RIGHT, IN THE FRONT
 LX2605'LAWN OF ST. ANDREWS CHURCH IN MARBLE DALE, 7.0 METERS (23.0 FT) SOUTH
 LX2605'OF THE CENTER LINE OF THE HIGHWAY, 35.6 METERS (117.0 FT) WEST OF THE
 LX2605'CENTER OF WEATON ROAD, 16.9 METERS (55.5 FT) NORTHWEST OF THE CENTER
 LX2605'OF ST. ANDREWS CHURCH DOOR, 7.0 METERS (23.0 FT) EAST OF THE CENTER OF
 LX2605'A DRIVEWAY, 1.8 METERS (6.0 FT) EAST OF POWER POLE NUMBER 2268.
 LX2605'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2606 ***********************************************************************
 LX2606  DESIGNATION -  1083
 LX2606  PID         -  LX2606
 LX2606  STATE/COUNTY-  CT/LITCHFIELD
 LX2606  USGS QUAD   -  NEW PRESTON (1984)
 LX2606
 LX2606                         *CURRENT SURVEY CONTROL
 LX2606  ___________________________________________________________________
 LX2606* NAD 83(1986)-  41 40 15.     (N)    073 21 26.     (W)     SCALED    
 LX2606* NAVD 88     -       185.988  (meters)     610.20   (feet)  ADJUSTED  
 LX2606  ___________________________________________________________________
 LX2606  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2606  DYNAMIC HT  -         185.924 (meters)     609.99  (feet)  COMP
 LX2606  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LX2606
 LX2606  VERT ORDER  -  FIRST     CLASS II
 LX2606
 LX2606.The horizontal coordinates were scaled from a topographic map and have
 LX2606.an estimated accuracy of +/- 6 seconds.
 LX2606
 LX2606.The orthometric height was determined by differential leveling
 LX2606.and adjusted by the National Geodetic Survey in June 1991..
 LX2606
 LX2606.The geoid height was determined by GEOID03.
 LX2606
 LX2606.The dynamic height is computed by dividing the NAVD 88
 LX2606.geopotential number by the normal gravity value computed on the
 LX2606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2606.degrees latitude (g = 980.6199 gals.).
 LX2606
 LX2606.The modeled gravity was interpolated from observed gravity values.
 LX2606
 LX2606;                    North         East    Units  Estimated Accuracy
 LX2606;SPC CT       -   245,590.      254,230.      MT  (+/- 180 meters Scaled)
 LX2606
 LX2606                          SUPERSEDED SURVEY CONTROL
 LX2606
 LX2606.No superseded survey control is available for this station.
 LX2606
 LX2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM367145(NAD 83)
 LX2606_MARKER: DD = SURVEY DISK
 LX2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2606_SP_SET: CONCRETE POST
 LX2606_STAMPING: 1083
 LX2606_MARK LOGO: CTGS  
 LX2606_PROJECTION: FLUSH
 LX2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2606+STABILITY: SURFACE MOTION
 LX2606
 LX2606  HISTORY     - Date     Condition        Report By
 LX2606  HISTORY     - UNK      MONUMENTED       CTGS
 LX2606  HISTORY     - 1985     GOOD             NGS
 LX2606
 LX2606                          STATION DESCRIPTION
 LX2606
 LX2606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2606'11.7 KM (7.3 MI) NORTH FROM NEW MILFORD.
 LX2606'11.7 KM (7.3 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2606'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE RIGHT, ALSO 12.2 KM
 LX2606'(7.65 MI) SOUTH ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE IN BANTAM,
 LX2606'7.3 METERS (24.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LX2606'8.6 METERS (28.4 FT) NORTHEAST OF POWER POLE NUMBER 2942.
 LX2606'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2606'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0638 ***********************************************************************
 LX0638  DESIGNATION -  1085
 LX0638  PID         -  LX0638
 LX0638  STATE/COUNTY-  CT/LITCHFIELD
 LX0638  USGS QUAD   -  LITCHFIELD (1984)
 LX0638
 LX0638                         *CURRENT SURVEY CONTROL
 LX0638  ___________________________________________________________________
 LX0638* NAD 83(1986)-  41 44 48.     (N)    073 11 23.     (W)     SCALED    
 LX0638* NAVD 88     -       330.317  (meters)    1083.71   (feet)  ADJUSTED  
 LX0638  ___________________________________________________________________
 LX0638  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX0638  DYNAMIC HT  -         330.204 (meters)    1083.34  (feet)  COMP
 LX0638  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 LX0638
 LX0638  VERT ORDER  -  FIRST     CLASS II
 LX0638
 LX0638.The horizontal coordinates were scaled from a topographic map and have
 LX0638.an estimated accuracy of +/- 6 seconds.
 LX0638
 LX0638.The orthometric height was determined by differential leveling
 LX0638.and adjusted by the National Geodetic Survey in June 1991..
 LX0638
 LX0638.The geoid height was determined by GEOID03.
 LX0638
 LX0638.The dynamic height is computed by dividing the NAVD 88
 LX0638.geopotential number by the normal gravity value computed on the
 LX0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0638.degrees latitude (g = 980.6199 gals.).
 LX0638
 LX0638.The modeled gravity was interpolated from observed gravity values.
 LX0638
 LX0638;                    North         East    Units  Estimated Accuracy
 LX0638;SPC CT       -   253,930.      268,230.      MT  (+/- 180 meters Scaled)
 LX0638
 LX0638                          SUPERSEDED SURVEY CONTROL
 LX0638
 LX0638.No superseded survey control is available for this station.
 LX0638
 LX0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM505232(NAD 83)
 LX0638_MARKER: DD = SURVEY DISK
 LX0638_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0638+WITH SETTING: PAVEMENT
 LX0638_STAMPING: 1085
 LX0638_MARK LOGO: USGS  
 LX0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0638+STABILITY: SURFACE MOTION
 LX0638
 LX0638  HISTORY     - Date     Condition        Report By
 LX0638  HISTORY     - UNK      MONUMENTED       USGS
 LX0638  HISTORY     - 1925     GOOD             NGS
 LX0638  HISTORY     - 1934     GOOD             LOCSUR
 LX0638  HISTORY     - 1985     GOOD             NGS
 LX0638
 LX0638                          STATION DESCRIPTION
 LX0638
 LX0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 LX0638'AT LITCHFIELD.
 LX0638'AT THE TOWN HALL IN LITCHFIELD, LITCHFIELD COUNTY, AT THE
 LX0638'ENTRANCE TO THE BUILDING IN THE MASONRY FLOOR OF THE SMALL
 LX0638'PORTICO SURROUNDING THE FRONT DOOR OF THE BUILDING.  A USGS
 LX0638'STANDARD DISK, STAMPED 1085.
 LX0638
 LX0638                          STATION RECOVERY (1934)
 LX0638
 LX0638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0638'RECOVERED IN GOOD CONDITION.
 LX0638
 LX0638                          STATION RECOVERY (1985)
 LX0638
 LX0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0638'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN LITCHFIELD,
 LX0638'ON WEST STREET, AT THE TOWN HALL, IN THE FLOOR ON THE EAST SIDE OF THE
 LX0638'DOOR OF THE FRONT ENTRANCE.
 LX0638'THE MARK IS ABOVE LEVEL WITH FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2557 ***********************************************************************
 LX2557  DESIGNATION -  1086 CTGS
 LX2557  PID         -  LX2557
 LX2557  STATE/COUNTY-  CT/LITCHFIELD
 LX2557  USGS QUAD   -  NEW PRESTON (1984)
 LX2557
 LX2557                         *CURRENT SURVEY CONTROL
 LX2557  ___________________________________________________________________
 LX2557* NAD 83(1986)-  41 40 51.     (N)    073 20 04.     (W)     SCALED    
 LX2557* NAVD 88     -       202.029  (meters)     662.82   (feet)  ADJUSTED  
 LX2557  ___________________________________________________________________
 LX2557  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2557  DYNAMIC HT  -         201.960 (meters)     662.60  (feet)  COMP
 LX2557  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LX2557
 LX2557  VERT ORDER  -  FIRST     CLASS II
 LX2557
 LX2557.The horizontal coordinates were scaled from a topographic map and have
 LX2557.an estimated accuracy of +/- 6 seconds.
 LX2557
 LX2557.The orthometric height was determined by differential leveling
 LX2557.and adjusted by the National Geodetic Survey in June 1991..
 LX2557
 LX2557.The geoid height was determined by GEOID03.
 LX2557
 LX2557.The dynamic height is computed by dividing the NAVD 88
 LX2557.geopotential number by the normal gravity value computed on the
 LX2557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2557.degrees latitude (g = 980.6199 gals.).
 LX2557
 LX2557.The modeled gravity was interpolated from observed gravity values.
 LX2557
 LX2557;                    North         East    Units  Estimated Accuracy
 LX2557;SPC CT       -   246,690.      256,140.      MT  (+/- 180 meters Scaled)
 LX2557
 LX2557                          SUPERSEDED SURVEY CONTROL
 LX2557
 LX2557.No superseded survey control is available for this station.
 LX2557
 LX2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM386156(NAD 83)
 LX2557_MARKER: DD = SURVEY DISK
 LX2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2557_SP_SET: CONCRETE POST
 LX2557_STAMPING: 1086
 LX2557_MARK LOGO: CTGS  
 LX2557_PROJECTION: FLUSH
 LX2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2557+STABILITY: SURFACE MOTION
 LX2557
 LX2557  HISTORY     - Date     Condition        Report By
 LX2557  HISTORY     - UNK      MONUMENTED       CTGS
 LX2557  HISTORY     - 1985     GOOD             NGS
 LX2557
 LX2557                          STATION DESCRIPTION
 LX2557
 LX2557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2557'10.0 KM (6.2 MI) SW FROM BANTAM.
 LX2557'10.0 KM (6.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2557'IN BANTAM TO THE MARK ON THE LEFT, 7.2 METERS (23.5 FT) SOUTH OF THE
 LX2557'CENTER LINE OF THE HIGHWAY, 21.7 METERS (71.2 FT) EAST OF POWER POLE
 LX2557'NUMBER 486, 2.7 METERS (9.0 FT) WEST OF THE NORTH END OF A CONCRETE
 LX2557'HEADWALL OF A CULVERT.
 LX2557'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2557'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2559 ***********************************************************************
 LX2559  DESIGNATION -  1088
 LX2559  PID         -  LX2559
 LX2559  STATE/COUNTY-  CT/LITCHFIELD
 LX2559  USGS QUAD   -  NEW PRESTON (1984)
 LX2559
 LX2559                         *CURRENT SURVEY CONTROL
 LX2559  ___________________________________________________________________
 LX2559* NAD 83(1986)-  41 39 21.     (N)    073 19 05.     (W)     SCALED    
 LX2559* NAVD 88     -       156.475  (meters)     513.37   (feet)  ADJUSTED  
 LX2559  ___________________________________________________________________
 LX2559  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2559  DYNAMIC HT  -         156.422 (meters)     513.19  (feet)  COMP
 LX2559  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX2559
 LX2559  VERT ORDER  -  FIRST     CLASS II
 LX2559
 LX2559.The horizontal coordinates were scaled from a topographic map and have
 LX2559.an estimated accuracy of +/- 6 seconds.
 LX2559
 LX2559.The orthometric height was determined by differential leveling
 LX2559.and adjusted by the National Geodetic Survey in June 1991..
 LX2559
 LX2559.The geoid height was determined by GEOID03.
 LX2559
 LX2559.The dynamic height is computed by dividing the NAVD 88
 LX2559.geopotential number by the normal gravity value computed on the
 LX2559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2559.degrees latitude (g = 980.6199 gals.).
 LX2559
 LX2559.The modeled gravity was interpolated from observed gravity values.
 LX2559
 LX2559;                    North         East    Units  Estimated Accuracy
 LX2559;SPC CT       -   243,900.      257,490.      MT  (+/- 180 meters Scaled)
 LX2559
 LX2559                          SUPERSEDED SURVEY CONTROL
 LX2559
 LX2559.No superseded survey control is available for this station.
 LX2559
 LX2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM400129(NAD 83)
 LX2559_MARKER: DD = SURVEY DISK
 LX2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2559_SP_SET: CONCRETE POST
 LX2559_STAMPING: 1088
 LX2559_MARK LOGO: CTGS  
 LX2559_PROJECTION: RECESSED 3 CENTIMETERS
 LX2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2559+STABILITY: SURFACE MOTION
 LX2559
 LX2559  HISTORY     - Date     Condition        Report By
 LX2559  HISTORY     - UNK      MONUMENTED       CTGS
 LX2559  HISTORY     - 1985     GOOD             NGS
 LX2559
 LX2559                          STATION DESCRIPTION
 LX2559
 LX2559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2559'1.8 KM (1.1 MI) NORTH FROM WASHINGTON DEPOT.
 LX2559'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2559'WASHINGTON DEPOT TO THE MARK ON THE RIGHT, 7.5 METERS (24.7 FT) EAST
 LX2559'OF THE CENTERLINE OF THE HIGHWAY, 39.6 METERS (130.0 FT) NORTH OF
 LX2559'POWER POLE 7114, 2.7 METERS (9.0 FT) NORTH OF A SPEED LIMIT SIGN.
 LX2559'THE MARK IS 0.45 METERS  S FROM  A WITNESS POST
 LX2559'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2561 ***********************************************************************
 LX2561  DESIGNATION -  1089 X
 LX2561  PID         -  LX2561
 LX2561  STATE/COUNTY-  CT/LITCHFIELD
 LX2561  USGS QUAD   -  NEW PRESTON (1984)
 LX2561
 LX2561                         *CURRENT SURVEY CONTROL
 LX2561  ___________________________________________________________________
 LX2561* NAD 83(1986)-  41 38 32.     (N)    073 19 01.     (W)     SCALED    
 LX2561* NAVD 88     -       153.320  (meters)     503.02   (feet)  ADJUSTED  
 LX2561  ___________________________________________________________________
 LX2561  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2561  DYNAMIC HT  -         153.267 (meters)     502.84  (feet)  COMP
 LX2561  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX2561
 LX2561  VERT ORDER  -  FIRST     CLASS II
 LX2561
 LX2561.The horizontal coordinates were scaled from a topographic map and have
 LX2561.an estimated accuracy of +/- 6 seconds.
 LX2561
 LX2561.The orthometric height was determined by differential leveling
 LX2561.and adjusted by the National Geodetic Survey in June 1991..
 LX2561
 LX2561.The geoid height was determined by GEOID03.
 LX2561
 LX2561.The dynamic height is computed by dividing the NAVD 88
 LX2561.geopotential number by the normal gravity value computed on the
 LX2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2561.degrees latitude (g = 980.6199 gals.).
 LX2561
 LX2561.The modeled gravity was interpolated from observed gravity values.
 LX2561
 LX2561;                    North         East    Units  Estimated Accuracy
 LX2561;SPC CT       -   242,390.      257,570.      MT  (+/- 180 meters Scaled)
 LX2561
 LX2561                          SUPERSEDED SURVEY CONTROL
 LX2561
 LX2561.No superseded survey control is available for this station.
 LX2561
 LX2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM401114(NAD 83)
 LX2561_MARKER: DD = SURVEY DISK
 LX2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2561_SP_SET: CONCRETE POST
 LX2561_STAMPING: 1089 X
 LX2561_MARK LOGO: CTGS  
 LX2561_PROJECTION: RECESSED 5 CENTIMETERS
 LX2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2561+STABILITY: SURFACE MOTION
 LX2561
 LX2561  HISTORY     - Date     Condition        Report By
 LX2561  HISTORY     - UNK      MONUMENTED       CTGS
 LX2561  HISTORY     - 1985     GOOD             NGS
 LX2561
 LX2561                          STATION DESCRIPTION
 LX2561
 LX2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2561'IN WASHINGTON DEPOT.
 LX2561'IN WASHINGTON DEPOT, 0.2 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 47
 LX2561'FROM THE TOWN HALL TO THE MARK ON THE RIGHT, IN FRONT OF THE CHRISTIE
 LX2561'CLARK RESTAURANT, 6.2 METERS (20.5 FT) SOUTHEAST OF THE CENTERLINE OF
 LX2561'THE HIGHWAY, 12.9 METERS (42.6 FT) NORTHEAST OF A SIGN (CHRISTIE
 LX2561'CLARKE RESTAURANT), 3.0 METERS (9.9 FT) SOUTHWEST OF A HIGHWAY 109
 LX2561'SIGN.
 LX2561'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2561'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2562 ***********************************************************************
 LX2562  DESIGNATION -  1090 X
 LX2562  PID         -  LX2562
 LX2562  STATE/COUNTY-  CT/LITCHFIELD
 LX2562  USGS QUAD   -  NEW PRESTON (1984)
 LX2562
 LX2562                         *CURRENT SURVEY CONTROL
 LX2562  ___________________________________________________________________
 LX2562* NAD 83(1986)-  41 38 26.     (N)    073 19 08.     (W)     SCALED    
 LX2562* NAVD 88     -       145.826  (meters)     478.43   (feet)  ADJUSTED  
 LX2562  ___________________________________________________________________
 LX2562  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2562  DYNAMIC HT  -         145.776 (meters)     478.27  (feet)  COMP
 LX2562  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LX2562
 LX2562  VERT ORDER  -  FIRST     CLASS II
 LX2562
 LX2562.The horizontal coordinates were scaled from a topographic map and have
 LX2562.an estimated accuracy of +/- 6 seconds.
 LX2562
 LX2562.The orthometric height was determined by differential leveling
 LX2562.and adjusted by the National Geodetic Survey in June 1991..
 LX2562
 LX2562.The geoid height was determined by GEOID03.
 LX2562
 LX2562.The dynamic height is computed by dividing the NAVD 88
 LX2562.geopotential number by the normal gravity value computed on the
 LX2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2562.degrees latitude (g = 980.6199 gals.).
 LX2562
 LX2562.The modeled gravity was interpolated from observed gravity values.
 LX2562
 LX2562;                    North         East    Units  Estimated Accuracy
 LX2562;SPC CT       -   242,210.      257,400.      MT  (+/- 180 meters Scaled)
 LX2562
 LX2562                          SUPERSEDED SURVEY CONTROL
 LX2562
 LX2562.No superseded survey control is available for this station.
 LX2562
 LX2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM400112(NAD 83)
 LX2562_MARKER: DD = SURVEY DISK
 LX2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2562_SP_SET: CONCRETE POST
 LX2562_STAMPING: 1090 X
 LX2562_MARK LOGO: CTGS  
 LX2562_PROJECTION: RECESSED 3 CENTIMETERS
 LX2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2562+STABILITY: SURFACE MOTION
 LX2562
 LX2562  HISTORY     - Date     Condition        Report By
 LX2562  HISTORY     - UNK      MONUMENTED       CTGS
 LX2562  HISTORY     - 1985     GOOD             NGS
 LX2562
 LX2562                          STATION DESCRIPTION
 LX2562
 LX2562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2562'IN WASHINGTON DEPOT.
 LX2562'IN WASHINGTON DEPOT, AT THE JUNCTION OF STATE HIGHWAYS 47 SOUTH AND
 LX2562'109 WEST, IN A TRAFFIC ISLAND, 15.1 METERS (49.7 FT) NORTHEAST OF THE
 LX2562'CENTERLINE OF THE HIGHWAYS, 12.1 METERS (39.7 FT) EAST OF POWER POLE
 LX2562'3009, 6.4 METERS (21.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 LX2562'ISLAND, 3.0 METERS (10.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX2562'ISLAND, 0.91 METER (3.0 FT) NORTHWEST OF THE EAST SIDE OF THE ISLAND.
 LX2562'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2562'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1857 ***********************************************************************
 LX1857  DESIGNATION -  11
 LX1857  PID         -  LX1857
 LX1857  STATE/COUNTY-  CT/FAIRFIELD
 LX1857  USGS QUAD   -  NORWALK SOUTH (1984)
 LX1857
 LX1857                         *CURRENT SURVEY CONTROL
 LX1857  ___________________________________________________________________
 LX1857* NAD 83(1986)-  41 06 58.     (N)    073 24 54.     (W)     SCALED    
 LX1857* NAVD 88     -        12.407  (meters)      40.71   (feet)  ADJUSTED  
 LX1857  ___________________________________________________________________
 LX1857  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX1857  DYNAMIC HT  -          12.403 (meters)      40.69  (feet)  COMP
 LX1857  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX1857
 LX1857  VERT ORDER  -  FIRST     CLASS II
 LX1857
 LX1857.The horizontal coordinates were scaled from a topographic map and have
 LX1857.an estimated accuracy of +/- 6 seconds.
 LX1857
 LX1857.The orthometric height was determined by differential leveling
 LX1857.and adjusted by the National Geodetic Survey in June 1991..
 LX1857
 LX1857.The geoid height was determined by GEOID03.
 LX1857
 LX1857.The dynamic height is computed by dividing the NAVD 88
 LX1857.geopotential number by the normal gravity value computed on the
 LX1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1857.degrees latitude (g = 980.6199 gals.).
 LX1857
 LX1857.The modeled gravity was interpolated from observed gravity values.
 LX1857
 LX1857;                    North         East    Units  Estimated Accuracy
 LX1857;SPC CT       -   184,020.      248,950.      MT  (+/- 180 meters Scaled)
 LX1857
 LX1857                          SUPERSEDED SURVEY CONTROL
 LX1857
 LX1857.No superseded survey control is available for this station.
 LX1857
 LX1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL330528(NAD 83)
 LX1857_MARKER: DD = SURVEY DISK
 LX1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1857_SP_SET: CONCRETE POST
 LX1857_STAMPING: 11
 LX1857_MARK LOGO: LOCENG
 LX1857_PROJECTION: FLUSH
 LX1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1857+STABILITY: SURFACE MOTION
 LX1857
 LX1857  HISTORY     - Date     Condition        Report By
 LX1857  HISTORY     - UNK      MONUMENTED       LOCENG
 LX1857  HISTORY     - 1984     GOOD             NGS
 LX1857
 LX1857                          STATION DESCRIPTION
 LX1857
 LX1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1857'IN NORWALK.
 LX1857'IN NORWALK, AT THE INTERSECTION OF WEST AVENUE AND WALL STREET, IN A
 LX1857'HEDGE ROW ON THE SOUTH SIDE OF THE ENTRANCE TO THE NORWALK UNITED
 LX1857'METHODIST CHURCH, 3.66 METERS (12.0 FT) WEST OF THE WEST CURB OF WEST
 LX1857'AVENUE, 7.77 METERS (25.3 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER
 LX1857'OF THE CHURCH, 3.47 METERS 11.4 FT) NORTHWEST OF IRON LAMP POST 28879
 LX1857'WITH A SECURITY LIGHT.
 LX1857'THE MARK IS 0.30 M ABOVE WEST AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3709 ***********************************************************************
 LX3709  DESIGNATION -  11
 LX3709  PID         -  LX3709
 LX3709  STATE/COUNTY-  CT/NEW HAVEN
 LX3709  USGS QUAD   -  MILFORD (1984)
 LX3709
 LX3709                         *CURRENT SURVEY CONTROL
 LX3709  ___________________________________________________________________
 LX3709* NAD 83(1996)-  41 12 45.44314(N)    073 02 52.30297(W)     ADJUSTED  
 LX3709* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3709  ___________________________________________________________________
 LX3709  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LX3709  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX3709
 LX3709  HORZ ORDER  -  THIRD
 LX3709
 LX3709.The horizontal coordinates were established by classical geodetic methods
 LX3709.and adjusted by the National Geodetic Survey in August 1998..
 LX3709
 LX3709.The orthometric height was scaled from a topographic map.
 LX3709
 LX3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3709
 LX3709.The geoid height was determined by GEOID03.
 LX3709
 LX3709;                    North         East     Units Scale Factor Converg.
 LX3709;SPC CT       -   194,566.165   279,820.728   MT  0.99999875   -0 11 51.0
 LX3709;SPC CT       -   638,339.16    918,045.17   sFT  0.99999875   -0 11 51.0
 LX3709;SPC NY L     -   116,586.717   379,849.941   MT  1.00001488   +0 37 22.0
 LX3709;SPC NY L     -   382,501.59  1,246,224.35   sFT  1.00001488   +0 37 22.0
 LX3709;UTM  18      - 4,564,197.906   663,653.307   MT  0.99992962   +1 17 11.3
 LX3709
 LX3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3709!SPC CT       -   1.00000426  x   0.99999875  =   1.00000301
 LX3709!SPC NY L     -   1.00000426  x   1.00001488  =   1.00001914
 LX3709!UTM  18      -   1.00000426  x   0.99992962  =   0.99993388
 LX3709
 LX3709                          SUPERSEDED SURVEY CONTROL
 LX3709
 LX3709  NAD 83(1992)-  41 12 45.44192(N)    073 02 52.30267(W) AD(       ) 3
 LX3709  NAD 83(1986)-  41 12 45.44647(N)    073 02 52.30771(W) AD(       ) 3
 LX3709  NAD 27      -  41 12 45.09400(N)    073 02 53.92300(W) AD(       ) 3
 LX3709
 LX3709.Superseded values are not recommended for survey control.
 LX3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3709.See file dsdata.txt to determine how the superseded data were derived.
 LX3709
 LX3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6365364198(NAD 83)
 LX3709
 LX3709  HISTORY     - Date     Condition        Report By
 LX3709  HISTORY     - 1933     MONUMENTED       CGS
 LX3709  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3709
 LX3709                          STATION DESCRIPTION
 LX3709
 LX3709'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3709'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX3709'U.S. ARMY IN 1933.  IT IS ON THE E SHORE, INSIDE THE JETTIES, AT
 LX3709'THE MOUTH OF THE WEPAWAUG RIVER.
 LX3709'
 LX3709'STATION IS AT THE TOP OF A 6-FOOT BANK ALMOST DIRECTLY S OF
 LX3709'THE STODDARD PLACE, ON THE ROAD TO THE GULF.  MILFORD HARBOR
 LX3709'LIGHT BEARS S 20 DEG W (MAGNETIC).  FLAGPOLE IN STODDARDS YARD
 LX3709'BEARS N 70 DEG E (MAGNETIC) AND IS ABOUT 210 FEET DISTANT.
 LX3709'
 LX3709'CENTER IS MARKED WITH A 3/4-INCH IRON PIPE DRIVEN FLUSH WITH
 LX3709'THE SURFACE OF THE GROUND.
 LX3709'
 LX3709'THE GULF IS THE PUBLIC BATHING BEACH OF THE TOWN OF MILFORD.
 LX3709
 LX3709                          STATION RECOVERY (1961)
 LX3709
 LX3709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3709'NOT RECOVERED.  SEE ALSO C.H.O. REPORT OF 1/18/61.  FLAGPOLE
 LX3709'IS STODDARDS YARD IS DEFINITELY GONE, ALTHOUGH THE BIG WHITE
 LX3709'HOUSE, FORMERLY THE STODDARD PLACE, APPEARS TO BE IN EXCELLENT
 LX3709'CONDITION.  ON THE W SIDE OF THE ROAD LEADING TO THE GULF,
 LX3709'SEVERAL NEWER HOUSES HAVE BEEN BUILT ON WHAT USED TO BE THE
 LX3709'STODDARD YARD.  MRS. HELEN RIPLEY, A LONG-TIME RESIDENT OF
 LX3709'MILFORD, LIVES IN THE SECOND HOUSE S OF THE STODDARD PLACE, AND
 LX3709'REMEMBERS THE FLAGPOLE.  SHE TRIED TO SHOW ME EXACTLY WHERE IT
 LX3709'WAS, BUT WE FOUND NO TRACE OF ITS OLD LOCATION.  POLE IS THE
 LX3709'KEY TO FIND U.S. 11.
 LX3709'
 LX3709'TRIED S 20 DEG W (MAG.) ON MILFORD HBR. LT., AND TOP OF A
 LX3709'6-FOOT BANK---NO LUCK.  BANK NOW HELD IN PLACE BY A WOODEN
 LX3709'BULKHEAD.  MRS. RIPLEY SAID A FEW INCHES OF TOPSOIL WERE SPREAD
 LX3709'ON THE LAWN, E OF THE BULKHEAD.  EVIDENTLY, THE 3/4 IN IRON PIPE
 LX3709'IS NOW BELOW THE SURFACE OF THE GRASS.
 LX3709'
 LX3709'SHE ALSO TOLD ME THAT MRS. STODDARD NOW LIVES IN AN APARTMENT
 LX3709'IN MILFORD, AND THAT SHE (MRS. S.) MAY BE ABLE TO TELL ME
 LX3709'EXACTLY WHERE THE FLAGPOLE WAS.
 LX3709'
 LX3709'ILL TRY TO SEE MRS. STODDARD, NEXT TIME IM NEAR MILFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2710 ***********************************************************************
 LX2710  DESIGNATION -  110 W
 LX2710  PID         -  LX2710
 LX2710  STATE/COUNTY-  CT/HARTFORD
 LX2710  USGS QUAD   -  AVON (1984)
 LX2710
 LX2710                         *CURRENT SURVEY CONTROL
 LX2710  ___________________________________________________________________
 LX2710* NAD 83(1986)-  41 47 12.     (N)    072 45 44.     (W)     SCALED    
 LX2710* NAVD 88     -        49.063  (meters)     160.97   (feet)  ADJUSTED  
 LX2710  ___________________________________________________________________
 LX2710  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2710  DYNAMIC HT  -          49.049 (meters)     160.92  (feet)  COMP
 LX2710  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 LX2710
 LX2710  VERT ORDER  -  FIRST     CLASS II
 LX2710
 LX2710.The horizontal coordinates were scaled from a topographic map and have
 LX2710.an estimated accuracy of +/- 6 seconds.
 LX2710
 LX2710.The orthometric height was determined by differential leveling
 LX2710.and adjusted by the National Geodetic Survey in June 1991..
 LX2710
 LX2710.The geoid height was determined by GEOID03.
 LX2710
 LX2710.The dynamic height is computed by dividing the NAVD 88
 LX2710.geopotential number by the normal gravity value computed on the
 LX2710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2710.degrees latitude (g = 980.6199 gals.).
 LX2710
 LX2710.The modeled gravity was interpolated from observed gravity values.
 LX2710
 LX2710;                    North         East    Units  Estimated Accuracy
 LX2710;SPC CT       -   258,280.      303,790.      MT  (+/- 180 meters Scaled)
 LX2710
 LX2710                          SUPERSEDED SURVEY CONTROL
 LX2710
 LX2710.No superseded survey control is available for this station.
 LX2710
 LX2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM859285(NAD 83)
 LX2710_MARKER: DD = SURVEY DISK
 LX2710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2710_SP_SET: HEADWALL
 LX2710_STAMPING: 110 W 1923
 LX2710_MARK LOGO: USGS  
 LX2710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2710+STABILITY: SURFACE MOTION
 LX2710
 LX2710  HISTORY     - Date     Condition        Report By
 LX2710  HISTORY     - 1923     MONUMENTED       USGS
 LX2710  HISTORY     - 1985     GOOD             NGS
 LX2710  HISTORY     - 19950809 GOOD             USPSQD
 LX2710
 LX2710                          STATION DESCRIPTION
 LX2710
 LX2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2710'1.3 KM (0.8 MI) WEST FROM WEST HARTFORD.
 LX2710'1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2710'HIGHWAY 218 IN WEST HARTFORD TO THE MARK ON THE RIGHT, 0.3 KM (0.2 MI)
 LX2710'EAST OF THE JUNCTION OF MOUNTAIN ROAD, IN TOP OF THE EAST END OF THE
 LX2710'NORTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 10.05 METERS (33.0 FT)
 LX2710'NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.59 METERS (8.5 FT) NORTHWEST
 LX2710'OF POWER POLE 5741 WITH A STREET LAMP.
 LX2710'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2710
 LX2710                          STATION RECOVERY (1995)
 LX2710
 LX2710'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2717 ***********************************************************************
 LX2717  DESIGNATION -  111 W
 LX2717  PID         -  LX2717
 LX2717  STATE/COUNTY-  CT/HARTFORD
 LX2717  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2717
 LX2717                         *CURRENT SURVEY CONTROL
 LX2717  ___________________________________________________________________
 LX2717* NAD 83(1986)-  41 47 03.     (N)    072 42 29.     (W)     SCALED    
 LX2717* NAVD 88     -        17.373  (meters)      57.00   (feet)  ADJUSTED  
 LX2717  ___________________________________________________________________
 LX2717  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2717  DYNAMIC HT  -          17.368 (meters)      56.98  (feet)  COMP
 LX2717  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 LX2717
 LX2717  VERT ORDER  -  FIRST     CLASS II
 LX2717
 LX2717.The horizontal coordinates were scaled from a topographic map and have
 LX2717.an estimated accuracy of +/- 6 seconds.
 LX2717
 LX2717.The orthometric height was determined by differential leveling
 LX2717.and adjusted by the National Geodetic Survey in June 1991..
 LX2717
 LX2717.The geoid height was determined by GEOID03.
 LX2717
 LX2717.The dynamic height is computed by dividing the NAVD 88
 LX2717.geopotential number by the normal gravity value computed on the
 LX2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2717.degrees latitude (g = 980.6199 gals.).
 LX2717
 LX2717.The modeled gravity was interpolated from observed gravity values.
 LX2717
 LX2717;                    North         East    Units  Estimated Accuracy
 LX2717;SPC CT       -   258,000.      308,290.      MT  (+/- 180 meters Scaled)
 LX2717
 LX2717                          SUPERSEDED SURVEY CONTROL
 LX2717
 LX2717.No superseded survey control is available for this station.
 LX2717
 LX2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM904283(NAD 83)
 LX2717_MARKER: DD = SURVEY DISK
 LX2717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2717_SP_SET: RETAINING WALL
 LX2717_STAMPING: 111 W 1923 58
 LX2717_MARK LOGO: USGS  
 LX2717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2717+STABILITY: SURFACE MOTION
 LX2717
 LX2717  HISTORY     - Date     Condition        Report By
 LX2717  HISTORY     - 1923     MONUMENTED       USGS
 LX2717  HISTORY     - 1985     GOOD             NGS
 LX2717
 LX2717                          STATION DESCRIPTION
 LX2717
 LX2717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2717'IN HARTFORD.
 LX2717'IN HARTFORD, 0.6 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE
 LX2717'JUNCTION OF STATE HIGHWAY 189 TO THE MARK ON THE RIGHT, NEAR THE
 LX2717'JUNCTION OF SCARBOURGH ROAD, IN TOP OF THE WEST END OF THE SOUTH
 LX2717'MASONRY RETAINING WALL OF THE BRIDGE OVER THE NORTH BRANCH OF PARK
 LX2717'RIVER, 3.41 METERS (11.2 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY,
 LX2717'1.21 METERS (4.0 FT) EAST OF THE WEST END OF THE BRIDGE.
 LX2717'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2406 ***********************************************************************
 LX2406  DESIGNATION -  111 X
 LX2406  PID         -  LX2406
 LX2406  STATE/COUNTY-  CT/NEW HAVEN
 LX2406  USGS QUAD   -  WATERBURY (1984)
 LX2406
 LX2406                         *CURRENT SURVEY CONTROL
 LX2406  ___________________________________________________________________
 LX2406* NAD 83(1986)-  41 32 20.     (N)    073 05 46.     (W)     SCALED    
 LX2406* NAVD 88     -       142.016  (meters)     465.93   (feet)  ADJUSTED  
 LX2406  ___________________________________________________________________
 LX2406  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2406  DYNAMIC HT  -         141.970 (meters)     465.78  (feet)  COMP
 LX2406  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 LX2406
 LX2406  VERT ORDER  -  FIRST     CLASS II
 LX2406
 LX2406.The horizontal coordinates were scaled from a topographic map and have
 LX2406.an estimated accuracy of +/- 6 seconds.
 LX2406
 LX2406.The orthometric height was determined by differential leveling
 LX2406.and adjusted by the National Geodetic Survey in June 1991..
 LX2406
 LX2406.The geoid height was determined by GEOID03.
 LX2406
 LX2406.The dynamic height is computed by dividing the NAVD 88
 LX2406.geopotential number by the normal gravity value computed on the
 LX2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2406.degrees latitude (g = 980.6199 gals.).
 LX2406
 LX2406.The modeled gravity was interpolated from observed gravity values.
 LX2406
 LX2406;                    North         East    Units  Estimated Accuracy
 LX2406;SPC CT       -   230,820.      275,920.      MT  (+/- 180 meters Scaled)
 LX2406
 LX2406                          SUPERSEDED SURVEY CONTROL
 LX2406
 LX2406.No superseded survey control is available for this station.
 LX2406
 LX2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM588003(NAD 83)
 LX2406_MARKER: DD = SURVEY DISK
 LX2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2406_SP_SET: CONCRETE POST
 LX2406_STAMPING: 111 X
 LX2406_MARK LOGO: CTGS  
 LX2406_PROJECTION: RECESSED 10 CENTIMETERS
 LX2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2406+STABILITY: SURFACE MOTION
 LX2406
 LX2406  HISTORY     - Date     Condition        Report By
 LX2406  HISTORY     - 1959     MONUMENTED       CTGS
 LX2406  HISTORY     - 1985     GOOD             NGS
 LX2406
 LX2406                          STATION DESCRIPTION
 LX2406
 LX2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2406'IN MIDDLEBURY.
 LX2406'IN MIDDLEBURY, 0.6 KM (0.4 MI) SOUTHWEST ALONG STATE HIGHWAY 64 FROM
 LX2406'THE INTERSECTION OF STATE HIGHWAY 63 TO THE MARK ON THE LEFT, IN THE
 LX2406'SOUTHWEST ANGLE OF THE JUNCTION OF YALE AVENUE, 9.91 METERS (32.5 FT)
 LX2406'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.28 METERS (37.0
 LX2406'FT) WEST OF THE CENTER OF THE AVENUE, 3.05 METERS (10.0 FT) SOUTH OF A
 LX2406'SIGN (YALE AVENUE).
 LX2406'THE MARK IS 0.70 METERS  NW FROM  A WITNESS POST
 LX2406'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2063 ***********************************************************************
 LX2063  DESIGNATION -  1110
 LX2063  PID         -  LX2063
 LX2063  STATE/COUNTY-  CT/HARTFORD
 LX2063  USGS QUAD   -  BROAD BROOK (1984)
 LX2063
 LX2063                         *CURRENT SURVEY CONTROL
 LX2063  ___________________________________________________________________
 LX2063* NAD 83(1986)-  41 59 14.     (N)    072 32 42.     (W)     SCALED    
 LX2063* NAVD 88     -        54.724  (meters)     179.54   (feet)  ADJUSTED  
 LX2063  ___________________________________________________________________
 LX2063  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2063  DYNAMIC HT  -          54.708 (meters)     179.49  (feet)  COMP
 LX2063  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 LX2063
 LX2063  VERT ORDER  -  FIRST     CLASS II
 LX2063
 LX2063.The horizontal coordinates were scaled from a topographic map and have
 LX2063.an estimated accuracy of +/- 6 seconds.
 LX2063
 LX2063.The orthometric height was determined by differential leveling
 LX2063.and adjusted by the National Geodetic Survey in June 1991..
 LX2063
 LX2063.The geoid height was determined by GEOID03.
 LX2063
 LX2063.The dynamic height is computed by dividing the NAVD 88
 LX2063.geopotential number by the normal gravity value computed on the
 LX2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2063.degrees latitude (g = 980.6199 gals.).
 LX2063
 LX2063.The modeled gravity was interpolated from observed gravity values.
 LX2063
 LX2063;                    North         East    Units  Estimated Accuracy
 LX2063;SPC CT       -   280,570.      321,790.      MT  (+/- 180 meters Scaled)
 LX2063
 LX2063                          SUPERSEDED SURVEY CONTROL
 LX2063
 LX2063.No superseded survey control is available for this station.
 LX2063
 LX2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM033512(NAD 83)
 LX2063_MARKER: DD = SURVEY DISK
 LX2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2063_SP_SET: CONCRETE POST
 LX2063_STAMPING: 1110
 LX2063_MARK LOGO: CTGS  
 LX2063_PROJECTION: RECESSED 12 CENTIMETERS
 LX2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2063+STABILITY: SURFACE MOTION
 LX2063
 LX2063  HISTORY     - Date     Condition        Report By
 LX2063  HISTORY     - UNK      MONUMENTED       CTGS
 LX2063  HISTORY     - 1984     GOOD             NGS
 LX2063
 LX2063                          STATION DESCRIPTION
 LX2063
 LX2063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2063'0.5 KM (0.3 MI) WEST FROM HAZARDVILLE.
 LX2063'0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 190 FROM THE JUNCTION OF
 LX2063'STATE HIGHWAY 192 IN HAZARDVILLE TO THE JUNCTION OF ELM STREET AND THE
 LX2063'MARK ON THE RIGHT, 5.79 METERS (19.0 FT) NORTH OF THE CENTERLINE OF
 LX2063'THE HIGHWAY, 28.65 METERS (94.0 FT) EAST OF THE SOUTH END OF THE
 LX2063'CENTER ISLAND OF THE JUNCTION OF ELM STREET, 1.10 METERS (3.6 FT)
 LX2063'SOUTHEAST OF UTILITY POLE 137.
 LX2063'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2929 ***********************************************************************
 LX2929  DESIGNATION -  1115
 LX2929  PID         -  LX2929
 LX2929  STATE/COUNTY-  CT/TOLLAND
 LX2929  USGS QUAD   -  ELLINGTON (1984)
 LX2929
 LX2929                         *CURRENT SURVEY CONTROL
 LX2929  ___________________________________________________________________
 LX2929* NAD 83(1986)-  41 58 27.     (N)    072 26 36.     (W)     SCALED    
 LX2929* NAVD 88     -        85.155  (meters)     279.38   (feet)  ADJUSTED  
 LX2929  ___________________________________________________________________
 LX2929  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2929  DYNAMIC HT  -          85.128 (meters)     279.29  (feet)  COMP
 LX2929  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 LX2929
 LX2929  VERT ORDER  -  FIRST     CLASS II
 LX2929
 LX2929.The horizontal coordinates were scaled from a topographic map and have
 LX2929.an estimated accuracy of +/- 6 seconds.
 LX2929
 LX2929.The orthometric height was determined by differential leveling
 LX2929.and adjusted by the National Geodetic Survey in June 1991..
 LX2929
 LX2929.The geoid height was determined by GEOID03.
 LX2929
 LX2929.The dynamic height is computed by dividing the NAVD 88
 LX2929.geopotential number by the normal gravity value computed on the
 LX2929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2929.degrees latitude (g = 980.6199 gals.).
 LX2929
 LX2929.The modeled gravity was interpolated from observed gravity values.
 LX2929
 LX2929;                    North         East    Units  Estimated Accuracy
 LX2929;SPC CT       -   279,150.      330,220.      MT  (+/- 180 meters Scaled)
 LX2929
 LX2929                          SUPERSEDED SURVEY CONTROL
 LX2929
 LX2929.No superseded survey control is available for this station.
 LX2929
 LX2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM118500(NAD 83)
 LX2929_MARKER: DD = SURVEY DISK
 LX2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2929_SP_SET: CONCRETE POST
 LX2929_STAMPING: 1115
 LX2929_MARK LOGO: CTGS  
 LX2929_PROJECTION: RECESSED 18 CENTIMETERS
 LX2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2929+STABILITY: SURFACE MOTION
 LX2929
 LX2929  HISTORY     - Date     Condition        Report By
 LX2929  HISTORY     - 1937     MONUMENTED       CTGS
 LX2929  HISTORY     - 1986     GOOD             NGS
 LX2929  HISTORY     - 20041016 GOOD             GEOCAC
 LX2929
 LX2929                          STATION DESCRIPTION
 LX2929
 LX2929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2929'1.3 KM (0.8 MI) SOUTH FROM SOMERS.
 LX2929'1.30 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2929'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE LEFT. IT IS 7.50 METERS
 LX2929'(24.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 83 AND 4.88 METERS
 LX2929'(16.0 FT) SOUTH-SOUTHEAST OF A BRACE POLE NO. 696S WITH ONE GUY WIRE.
 LX2929'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2929'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2929
 LX2929                          STATION RECOVERY (2004)
 LX2929
 LX2929'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2930 ***********************************************************************
 LX2930  DESIGNATION -  1116
 LX2930  PID         -  LX2930
 LX2930  STATE/COUNTY-  CT/TOLLAND
 LX2930  USGS QUAD   -  ELLINGTON (1984)
 LX2930
 LX2930                         *CURRENT SURVEY CONTROL
 LX2930  ___________________________________________________________________
 LX2930* NAD 83(1986)-  41 58 12.     (N)    072 26 35.     (W)     SCALED    
 LX2930* NAVD 88     -        87.480  (meters)     287.01   (feet)  ADJUSTED  
 LX2930  ___________________________________________________________________
 LX2930  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2930  DYNAMIC HT  -          87.453 (meters)     286.92  (feet)  COMP
 LX2930  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 LX2930
 LX2930  VERT ORDER  -  FIRST     CLASS II
 LX2930
 LX2930.The horizontal coordinates were scaled from a topographic map and have
 LX2930.an estimated accuracy of +/- 6 seconds.
 LX2930
 LX2930.The orthometric height was determined by differential leveling
 LX2930.and adjusted by the National Geodetic Survey in June 1991..
 LX2930
 LX2930.The geoid height was determined by GEOID03.
 LX2930
 LX2930.The dynamic height is computed by dividing the NAVD 88
 LX2930.geopotential number by the normal gravity value computed on the
 LX2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2930.degrees latitude (g = 980.6199 gals.).
 LX2930
 LX2930.The modeled gravity was interpolated from observed gravity values.
 LX2930
 LX2930;                    North         East    Units  Estimated Accuracy
 LX2930;SPC CT       -   278,690.      330,240.      MT  (+/- 180 meters Scaled)
 LX2930
 LX2930                          SUPERSEDED SURVEY CONTROL
 LX2930
 LX2930.No superseded survey control is available for this station.
 LX2930
 LX2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM118496(NAD 83)
 LX2930_MARKER: DD = SURVEY DISK
 LX2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2930_SP_SET: CONCRETE POST
 LX2930_STAMPING: 1116
 LX2930_MARK LOGO: CTGS  
 LX2930_PROJECTION: FLUSH
 LX2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2930+STABILITY: SURFACE MOTION
 LX2930
 LX2930  HISTORY     - Date     Condition        Report By
 LX2930  HISTORY     - 1937     MONUMENTED       CTGS
 LX2930  HISTORY     - 1986     GOOD             NGS
 LX2930
 LX2930                          STATION DESCRIPTION
 LX2930
 LX2930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2930'1.8 KM (1.1 MI) SOUTH FROM SOMERS.
 LX2930'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2930'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE RIGHT.  IT IS 18.6
 LX2930'METERS (61.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 7.6
 LX2930'METERS (25.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST
 LX2930'AND 16.5 METERS (54.0 FT) SOUTH OF POWER POLE NO. 707.
 LX2930'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2934 ***********************************************************************
 LX2934  DESIGNATION -  1117
 LX2934  PID         -  LX2934
 LX2934  STATE/COUNTY-  CT/TOLLAND
 LX2934  USGS QUAD   -  ELLINGTON (1984)
 LX2934
 LX2934                         *CURRENT SURVEY CONTROL
 LX2934  ___________________________________________________________________
 LX2934* NAD 83(1986)-  41 56 23.     (N)    072 27 03.     (W)     SCALED    
 LX2934* NAVD 88     -        81.835  (meters)     268.49   (feet)  ADJUSTED  
 LX2934  ___________________________________________________________________
 LX2934  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2934  DYNAMIC HT  -          81.809 (meters)     268.40  (feet)  COMP
 LX2934  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LX2934
 LX2934  VERT ORDER  -  FIRST     CLASS II
 LX2934
 LX2934.The horizontal coordinates were scaled from a topographic map and have
 LX2934.an estimated accuracy of +/- 6 seconds.
 LX2934
 LX2934.The orthometric height was determined by differential leveling
 LX2934.and adjusted by the National Geodetic Survey in June 1991..
 LX2934
 LX2934.The geoid height was determined by GEOID03.
 LX2934
 LX2934.The dynamic height is computed by dividing the NAVD 88
 LX2934.geopotential number by the normal gravity value computed on the
 LX2934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2934.degrees latitude (g = 980.6199 gals.).
 LX2934
 LX2934.The modeled gravity was interpolated from observed gravity values.
 LX2934
 LX2934;                    North         East    Units  Estimated Accuracy
 LX2934;SPC CT       -   275,320.      329,610.      MT  (+/- 180 meters Scaled)
 LX2934
 LX2934                          SUPERSEDED SURVEY CONTROL
 LX2934
 LX2934.No superseded survey control is available for this station.
 LX2934
 LX2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM113462(NAD 83)
 LX2934_MARKER: DD = SURVEY DISK
 LX2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2934_SP_SET: CONCRETE POST
 LX2934_STAMPING: 1117
 LX2934_MARK LOGO: CTGS  
 LX2934_PROJECTION: FLUSH
 LX2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2934+STABILITY: SURFACE MOTION
 LX2934
 LX2934  HISTORY     - Date     Condition        Report By
 LX2934  HISTORY     - 1937     MONUMENTED       CTGS
 LX2934  HISTORY     - 1986     GOOD             NGS
 LX2934  HISTORY     - 20041016 GOOD             GEOCAC
 LX2934
 LX2934                          STATION DESCRIPTION
 LX2934
 LX2934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2934'5.4 KM (3.35 MI) SOUTH FROM SOMERS.
 LX2934'5.40 KM (3.35 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2934'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE LEFT.  IT IS 5.79
 LX2934'METERS (19.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 83, 16.4
 LX2934'METERS (53.8 FT) SOUTHEAST OF POWER POLE NO. 321 AND 11.76 METERS
 LX2934'(38.6 FT) SOUTH OF BRACE POLE NO. 321S WITH A GUY WIRE.
 LX2934'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2934'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2934
 LX2934                          STATION RECOVERY (2004)
 LX2934
 LX2934'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2935 ***********************************************************************
 LX2935  DESIGNATION -  1118
 LX2935  PID         -  LX2935
 LX2935  STATE/COUNTY-  CT/TOLLAND
 LX2935  USGS QUAD   -  ELLINGTON (1984)
 LX2935
 LX2935                         *CURRENT SURVEY CONTROL
 LX2935  ___________________________________________________________________
 LX2935* NAD 83(1986)-  41 55 58.     (N)    072 27 17.     (W)     SCALED    
 LX2935* NAVD 88     -        89.708  (meters)     294.32   (feet)  ADJUSTED  
 LX2935  ___________________________________________________________________
 LX2935  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2935  DYNAMIC HT  -          89.680 (meters)     294.23  (feet)  COMP
 LX2935  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LX2935
 LX2935  VERT ORDER  -  FIRST     CLASS II
 LX2935
 LX2935.The horizontal coordinates were scaled from a topographic map and have
 LX2935.an estimated accuracy of +/- 6 seconds.
 LX2935
 LX2935.The orthometric height was determined by differential leveling
 LX2935.and adjusted by the National Geodetic Survey in June 1991..
 LX2935
 LX2935.The geoid height was determined by GEOID03.
 LX2935
 LX2935.The dynamic height is computed by dividing the NAVD 88
 LX2935.geopotential number by the normal gravity value computed on the
 LX2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2935.degrees latitude (g = 980.6199 gals.).
 LX2935
 LX2935.The modeled gravity was interpolated from observed gravity values.
 LX2935
 LX2935;                    North         East    Units  Estimated Accuracy
 LX2935;SPC CT       -   274,550.      329,290.      MT  (+/- 180 meters Scaled)
 LX2935
 LX2935                          SUPERSEDED SURVEY CONTROL
 LX2935
 LX2935.No superseded survey control is available for this station.
 LX2935
 LX2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM110454(NAD 83)
 LX2935_MARKER: DD = SURVEY DISK
 LX2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2935_SP_SET: CONCRETE POST
 LX2935_STAMPING: 1118
 LX2935_MARK LOGO: CTGS  
 LX2935_PROJECTION: FLUSH
 LX2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2935+STABILITY: SURFACE MOTION
 LX2935
 LX2935  HISTORY     - Date     Condition        Report By
 LX2935  HISTORY     - 1937     MONUMENTED       CTGS
 LX2935  HISTORY     - 1986     GOOD             NGS
 LX2935
 LX2935                          STATION DESCRIPTION
 LX2935
 LX2935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2935'6.3 KM (3.9 MI) SOUTH FROM SOMERS.
 LX2935'6.30 KM (3.9 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2935'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE RIGHT.  IT IS 5.12
 LX2935'METERS (16.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 35.2 METERS
 LX2935'(115.7 FT) NORTHWEST OF POWER POLE NO. 296 AND 27.74 METERS (91.0 FT)
 LX2935'SOUTHEAST OF POWER POLE NO. 297.
 LX2935'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2935'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2244 ***********************************************************************
 LX2244  DESIGNATION -  112 W
 LX2244  PID         -  LX2244
 LX2244  STATE/COUNTY-  CT/MIDDLESEX
 LX2244  USGS QUAD   -  DEEP RIVER (1971)
 LX2244
 LX2244                         *CURRENT SURVEY CONTROL
 LX2244  ___________________________________________________________________
 LX2244* NAD 83(1986)-  41 23 06.     (N)    072 26 09.     (W)     SCALED    
 LX2244* NAVD 88     -        16.047  (meters)      52.65   (feet)  ADJUSTED  
 LX2244  ___________________________________________________________________
 LX2244  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX2244  DYNAMIC HT  -          16.041 (meters)      52.63  (feet)  COMP
 LX2244  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX2244
 LX2244  VERT ORDER  -  FIRST     CLASS II
 LX2244
 LX2244.The horizontal coordinates were scaled from a topographic map and have
 LX2244.an estimated accuracy of +/- 6 seconds.
 LX2244
 LX2244.The orthometric height was determined by differential leveling
 LX2244.and adjusted by the National Geodetic Survey in June 1991..
 LX2244
 LX2244.The geoid height was determined by GEOID03.
 LX2244
 LX2244.The dynamic height is computed by dividing the NAVD 88
 LX2244.geopotential number by the normal gravity value computed on the
 LX2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2244.degrees latitude (g = 980.6199 gals.).
 LX2244
 LX2244.The modeled gravity was interpolated from observed gravity values.
 LX2244
 LX2244;                    North         East    Units  Estimated Accuracy
 LX2244;SPC CT       -   213,720.      331,080.      MT  (+/- 180 meters Scaled)
 LX2244
 LX2244                          SUPERSEDED SURVEY CONTROL
 LX2244
 LX2244.No superseded survey control is available for this station.
 LX2244
 LX2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL144846(NAD 83)
 LX2244_MARKER: DB = BENCH MARK DISK
 LX2244_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX2244_SP_SET: BUILDING
 LX2244_STAMPING: 112 W 1923 54
 LX2244_MARK LOGO: USGS  
 LX2244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2244+STABILITY: POSITION/ELEVATION WELL
 LX2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2244+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2244
 LX2244  HISTORY     - Date     Condition        Report By
 LX2244  HISTORY     - 1923     MONUMENTED       USGS
 LX2244  HISTORY     - 1984     GOOD             NGS
 LX2244  HISTORY     - 1989     GOOD             USPSQD
 LX2244  HISTORY     - 1991     GOOD             USPSQD
 LX2244  HISTORY     - 19950806 GOOD             USPSQD
 LX2244  HISTORY     - 19970210 GOOD             USPSQD
 LX2244  HISTORY     - 20030606 GOOD             USPSQD
 LX2244  HISTORY     - 20060211 GOOD             USPSQD
 LX2244
 LX2244                          STATION DESCRIPTION
 LX2244
 LX2244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2244'IN DEEP RIVER.
 LX2244'IN DEEP RIVER, AT THE TOWN HALL, ON THE EAST SIDE OF THE BUILDING ON A
 LX2244'GRANITE WATER TABLE, 4.5 METERS (15.0 FT) SOUTH OF THE EAST ENTRANCE
 LX2244'TO THE BUILDING.
 LX2244'THE MARK IS 0.60 M ABOVE SIDEWALK.
 LX2244
 LX2244                          STATION RECOVERY (1989)
 LX2244
 LX2244'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2244'RECOVERED IN GOOD CONDITION.
 LX2244
 LX2244                          STATION RECOVERY (1991)
 LX2244
 LX2244'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2244'RECOVERED IN GOOD CONDITION.
 LX2244
 LX2244                          STATION RECOVERY (1995)
 LX2244
 LX2244'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2244'RECOVERED IN GOOD CONDITION.
 LX2244
 LX2244                          STATION RECOVERY (1997)
 LX2244
 LX2244'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2244'RECOVERED IN GOOD CONDITION.
 LX2244
 LX2244                          STATION RECOVERY (2003)
 LX2244
 LX2244'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX2244'RECOVERED IN GOOD CONDITION.
 LX2244
 LX2244                          STATION RECOVERY (2006)
 LX2244
 LX2244'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3184 ***********************************************************************
 LX3184  DESIGNATION -  1121
 LX3184  PID         -  LX3184
 LX3184  STATE/COUNTY-  CT/TOLLAND
 LX3184  USGS QUAD   -  ELLINGTON (1984)
 LX3184
 LX3184                         *CURRENT SURVEY CONTROL
 LX3184  ___________________________________________________________________
 LX3184* NAD 83(1986)-  41 54 37.     (N)    072 29 09.     (W)     SCALED    
 LX3184* NAVD 88     -        70.085  (meters)     229.94   (feet)  ADJUSTED  
 LX3184  ___________________________________________________________________
 LX3184  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3184  DYNAMIC HT  -          70.063 (meters)     229.87  (feet)  COMP
 LX3184  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 LX3184
 LX3184  VERT ORDER  -  FIRST     CLASS II
 LX3184
 LX3184.The horizontal coordinates were scaled from a topographic map and have
 LX3184.an estimated accuracy of +/- 6 seconds.
 LX3184
 LX3184.The orthometric height was determined by differential leveling
 LX3184.and adjusted by the National Geodetic Survey in June 1991..
 LX3184
 LX3184.The geoid height was determined by GEOID03.
 LX3184
 LX3184.The dynamic height is computed by dividing the NAVD 88
 LX3184.geopotential number by the normal gravity value computed on the
 LX3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3184.degrees latitude (g = 980.6199 gals.).
 LX3184
 LX3184.The modeled gravity was interpolated from observed gravity values.
 LX3184
 LX3184;                    North         East    Units  Estimated Accuracy
 LX3184;SPC CT       -   272,040.      326,720.      MT  (+/- 180 meters Scaled)
 LX3184
 LX3184                          SUPERSEDED SURVEY CONTROL
 LX3184
 LX3184.No superseded survey control is available for this station.
 LX3184
 LX3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM085428(NAD 83)
 LX3184_MARKER: DD = SURVEY DISK
 LX3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3184_SP_SET: CONCRETE POST
 LX3184_STAMPING: 1121
 LX3184_MARK LOGO: CTGS  
 LX3184_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3184+STABILITY: SURFACE MOTION
 LX3184
 LX3184  HISTORY     - Date     Condition        Report By
 LX3184  HISTORY     - 1937     MONUMENTED       CTGS
 LX3184  HISTORY     - 1986     GOOD             NGS
 LX3184
 LX3184                          STATION DESCRIPTION
 LX3184
 LX3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3184'1.6 KM (1.0 MI) WEST FROM ELLINGTON.
 LX3184'1.60 KM (1.0 MI) WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE IN
 LX3184'ELLINGTON TO THE MARK ON THE RIGHT.  7.44 METERS (24.4 FT) EAST OF THE
 LX3184'CENTERLINE OF HIGHWAY, 33.99 METERS (111.5 FT) NORTH OF SNET POLE NO.
 LX3184'1272 AND 25.00 METERS (82.0 FT) SOUTH OF SNET POLE NO. 1274.
 LX3184'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3183 ***********************************************************************
 LX3183  DESIGNATION -  1122 X
 LX3183  PID         -  LX3183
 LX3183  STATE/COUNTY-  CT/TOLLAND
 LX3183  USGS QUAD   -  ELLINGTON (1984)
 LX3183
 LX3183                         *CURRENT SURVEY CONTROL
 LX3183  ___________________________________________________________________
 LX3183* NAD 83(1986)-  41 54 47.     (N)    072 29 22.     (W)     SCALED    
 LX3183* NAVD 88     -        63.678  (meters)     208.92   (feet)  ADJUSTED  
 LX3183  ___________________________________________________________________
 LX3183  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX3183  DYNAMIC HT  -          63.657 (meters)     208.85  (feet)  COMP
 LX3183  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX3183
 LX3183  VERT ORDER  -  FIRST     CLASS II
 LX3183
 LX3183.The horizontal coordinates were scaled from a topographic map and have
 LX3183.an estimated accuracy of +/- 6 seconds.
 LX3183
 LX3183.The orthometric height was determined by differential leveling
 LX3183.and adjusted by the National Geodetic Survey in June 1991..
 LX3183
 LX3183.The geoid height was determined by GEOID03.
 LX3183
 LX3183.The dynamic height is computed by dividing the NAVD 88
 LX3183.geopotential number by the normal gravity value computed on the
 LX3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3183.degrees latitude (g = 980.6199 gals.).
 LX3183
 LX3183.The modeled gravity was interpolated from observed gravity values.
 LX3183
 LX3183;                    North         East    Units  Estimated Accuracy
 LX3183;SPC CT       -   272,350.      326,420.      MT  (+/- 180 meters Scaled)
 LX3183
 LX3183                          SUPERSEDED SURVEY CONTROL
 LX3183
 LX3183.No superseded survey control is available for this station.
 LX3183
 LX3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM082431(NAD 83)
 LX3183_MARKER: DD = SURVEY DISK
 LX3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3183_SP_SET: CONCRETE POST
 LX3183_STAMPING: 1122 X
 LX3183_MARK LOGO: CTGS  
 LX3183_PROJECTION: FLUSH
 LX3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3183+STABILITY: SURFACE MOTION
 LX3183
 LX3183  HISTORY     - Date     Condition        Report By
 LX3183  HISTORY     - 1940     MONUMENTED       CTGS
 LX3183  HISTORY     - 1986     GOOD             NGS
 LX3183
 LX3183                          STATION DESCRIPTION
 LX3183
 LX3183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3183'3.5 KM (2.15 MI) WEST FROM ELLINGTON.
 LX3183'3.5 KM (2.15 MI) WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE IN
 LX3183'ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 5.18 METERS (17.0 FT) EAST
 LX3183'OF THE CENTERLINE OF HIGHWAY, 31.85 METERS (104.5 FT) SOUTH OF SNET
 LX3183'POLE NO. 1287 AND 5.61 METERS (18.4 FT) NORTH OF SNET POLE NO. 1286.
 LX3183'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX3183'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3180 ***********************************************************************
 LX3180  DESIGNATION -  1123
 LX3180  PID         -  LX3180
 LX3180  STATE/COUNTY-  CT/HARTFORD
 LX3180  USGS QUAD   -  BROAD BROOK (1984)
 LX3180
 LX3180                         *CURRENT SURVEY CONTROL
 LX3180  ___________________________________________________________________
 LX3180* NAD 83(1986)-  41 56 12.     (N)    072 31 17.     (W)     SCALED    
 LX3180* NAVD 88     -        52.435  (meters)     172.03   (feet)  ADJUSTED  
 LX3180  ___________________________________________________________________
 LX3180  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX3180  DYNAMIC HT  -          52.419 (meters)     171.98  (feet)  COMP
 LX3180  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 LX3180
 LX3180  VERT ORDER  -  FIRST     CLASS II
 LX3180
 LX3180.The horizontal coordinates were scaled from a topographic map and have
 LX3180.an estimated accuracy of +/- 6 seconds.
 LX3180
 LX3180.The orthometric height was determined by differential leveling
 LX3180.and adjusted by the National Geodetic Survey in June 1991..
 LX3180
 LX3180.The geoid height was determined by GEOID03.
 LX3180
 LX3180.The dynamic height is computed by dividing the NAVD 88
 LX3180.geopotential number by the normal gravity value computed on the
 LX3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3180.degrees latitude (g = 980.6199 gals.).
 LX3180
 LX3180.The modeled gravity was interpolated from observed gravity values.
 LX3180
 LX3180;                    North         East    Units  Estimated Accuracy
 LX3180;SPC CT       -   274,960.      323,760.      MT  (+/- 180 meters Scaled)
 LX3180
 LX3180                          SUPERSEDED SURVEY CONTROL
 LX3180
 LX3180.No superseded survey control is available for this station.
 LX3180
 LX3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM054457(NAD 83)
 LX3180_MARKER: DD = SURVEY DISK
 LX3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3180_SP_SET: CONCRETE POST
 LX3180_STAMPING: 1123
 LX3180_MARK LOGO: CTGS  
 LX3180_PROJECTION: RECESSED 4 CENTIMETERS
 LX3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3180+STABILITY: SURFACE MOTION
 LX3180
 LX3180  HISTORY     - Date     Condition        Report By
 LX3180  HISTORY     - 1937     MONUMENTED       CTGS
 LX3180  HISTORY     - 1986     GOOD             NGS
 LX3180
 LX3180                          STATION DESCRIPTION
 LX3180
 LX3180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3180'10.9 KM (6.75 MI) EAST FROM WINDSOR LOCKS.
 LX3180'10.90 KM (6.75 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3180'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3180'6.31 METERS (20.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.02
 LX3180'METERS (46.0 FT) EAST OF THE CENTER OF EAST ROAD AND 10.97 METERS
 LX3180'(36.0 FT) NORTHEAST OF SNET POLE NO. 2239 WITH ONE GUY WIRE.
 LX3180'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3176 ***********************************************************************
 LX3176  DESIGNATION -  1125
 LX3176  PID         -  LX3176
 LX3176  STATE/COUNTY-  CT/HARTFORD
 LX3176  USGS QUAD   -  BROAD BROOK (1984)
 LX3176
 LX3176                         *CURRENT SURVEY CONTROL
 LX3176  ___________________________________________________________________
 LX3176* NAD 83(1986)-  41 55 30.     (N)    072 32 40.     (W)     SCALED    
 LX3176* NAVD 88     -        32.737  (meters)     107.40   (feet)  ADJUSTED  
 LX3176  ___________________________________________________________________
 LX3176  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX3176  DYNAMIC HT  -          32.727 (meters)     107.37  (feet)  COMP
 LX3176  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 LX3176
 LX3176  VERT ORDER  -  FIRST     CLASS II
 LX3176
 LX3176.The horizontal coordinates were scaled from a topographic map and have
 LX3176.an estimated accuracy of +/- 6 seconds.
 LX3176
 LX3176.The orthometric height was determined by differential leveling
 LX3176.and adjusted by the National Geodetic Survey in June 1991..
 LX3176
 LX3176.The geoid height was determined by GEOID03.
 LX3176
 LX3176.The dynamic height is computed by dividing the NAVD 88
 LX3176.geopotential number by the normal gravity value computed on the
 LX3176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3176.degrees latitude (g = 980.6199 gals.).
 LX3176
 LX3176.The modeled gravity was interpolated from observed gravity values.
 LX3176
 LX3176;                    North         East    Units  Estimated Accuracy
 LX3176;SPC CT       -   273,660.      321,850.      MT  (+/- 180 meters Scaled)
 LX3176
 LX3176                          SUPERSEDED SURVEY CONTROL
 LX3176
 LX3176.No superseded survey control is available for this station.
 LX3176
 LX3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM036443(NAD 83)
 LX3176_MARKER: DD = SURVEY DISK
 LX3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3176_SP_SET: CONCRETE POST
 LX3176_STAMPING: 1125
 LX3176_MARK LOGO: CTGS  
 LX3176_PROJECTION: RECESSED 12 CENTIMETERS
 LX3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3176+STABILITY: SURFACE MOTION
 LX3176
 LX3176  HISTORY     - Date     Condition        Report By
 LX3176  HISTORY     - UNK      MONUMENTED       CTGS
 LX3176  HISTORY     - 1986     GOOD             NGS
 LX3176
 LX3176                          STATION DESCRIPTION
 LX3176
 LX3176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3176'8.2 KM (5.10 MI) EAST FROM WINDSOR LOCKS.
 LX3176'8.21 KM (5.1 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3176'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3176'10.45 METERS (34.3 FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 25.73
 LX3176'METERS (84.4 FT) NORTHWEST OF THE NORTHEAST CORNER OF A 2 STORY FRAME
 LX3176'HOUSE AND 12.19 METERS (40.0 FT) EAST OF THE CENTER OF THE JUNCTION OF
 LX3176'STATE HIGHWAY 190.
 LX3176'THE MARK IS 0.12 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2251 ***********************************************************************
 LX2251  DESIGNATION -  113 W
 LX2251  PID         -  LX2251
 LX2251  STATE/COUNTY-  CT/MIDDLESEX
 LX2251  USGS QUAD   -  ESSEX (1977)
 LX2251
 LX2251                         *CURRENT SURVEY CONTROL
 LX2251  ___________________________________________________________________
 LX2251* NAD 83(1986)-  41 21 05.     (N)    072 24 51.     (W)     SCALED    
 LX2251* NAVD 88     -        16.112  (meters)      52.86   (feet)  ADJUSTED  
 LX2251  ___________________________________________________________________
 LX2251  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX2251  DYNAMIC HT  -          16.106 (meters)      52.84  (feet)  COMP
 LX2251  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2251
 LX2251  VERT ORDER  -  FIRST     CLASS II
 LX2251
 LX2251.The horizontal coordinates were scaled from a topographic map and have
 LX2251.an estimated accuracy of +/- 6 seconds.
 LX2251
 LX2251.The orthometric height was determined by differential leveling
 LX2251.and adjusted by the National Geodetic Survey in June 1991..
 LX2251
 LX2251.The geoid height was determined by GEOID03.
 LX2251
 LX2251.The dynamic height is computed by dividing the NAVD 88
 LX2251.geopotential number by the normal gravity value computed on the
 LX2251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2251.degrees latitude (g = 980.6199 gals.).
 LX2251
 LX2251.The modeled gravity was interpolated from observed gravity values.
 LX2251
 LX2251;                    North         East    Units  Estimated Accuracy
 LX2251;SPC CT       -   209,990.      332,910.      MT  (+/- 180 meters Scaled)
 LX2251
 LX2251                          SUPERSEDED SURVEY CONTROL
 LX2251
 LX2251.No superseded survey control is available for this station.
 LX2251
 LX2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL163809(NAD 83)
 LX2251_MARKER: DB = BENCH MARK DISK
 LX2251_SETTING: 66 = SET IN ROCK OUTCROP
 LX2251_SP_SET: ROCK OUTCROP
 LX2251_STAMPING: 113 W 1923 54
 LX2251_MARK LOGO: USGS  
 LX2251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2251+STABILITY: POSITION/ELEVATION WELL
 LX2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2251+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 LX2251
 LX2251  HISTORY     - Date     Condition        Report By
 LX2251  HISTORY     - 1923     MONUMENTED       USGS
 LX2251  HISTORY     - 1984     GOOD             NGS
 LX2251  HISTORY     - 1991     GOOD             USPSQD
 LX2251  HISTORY     - 19940528 GOOD             USPSQD
 LX2251  HISTORY     - 19970130 GOOD             USPSQD
 LX2251  HISTORY     - 19991215 POOR             USPSQD
 LX2251  HISTORY     - 20041014 GOOD             USPSQD
 LX2251
 LX2251                          STATION DESCRIPTION
 LX2251
 LX2251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2251'IN CENTERBROOK.
 LX2251'IN CENTERBROOK, AT THE CENTERBROOK CONGREGATIONAL CHURCH, 14.7 METERS
 LX2251'(48.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 9A, 6.4 METERS
 LX2251'(21.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 LX2251'THE MARK IS 1.2 M ABOVE HIGHWAY 9A.
 LX2251
 LX2251                          STATION RECOVERY (1991)
 LX2251
 LX2251'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2251'RECOVERED IN GOOD CONDITION.
 LX2251
 LX2251                          STATION RECOVERY (1994)
 LX2251
 LX2251'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2251'RECOVERED IN GOOD CONDITION.
 LX2251
 LX2251                          STATION RECOVERY (1997)
 LX2251
 LX2251'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2251'RECOVERED IN GOOD CONDITION.
 LX2251
 LX2251                          STATION RECOVERY (1999)
 LX2251
 LX2251'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2251'MARK RECOVERED IN POOR CONDITION.
 LX2251
 LX2251                          STATION RECOVERY (2004)
 LX2251
 LX2251'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX2251'LX2251'IN CENTERBROOK.
 LX2251' LX2251'IN CENTERBROOK, AT THE CENTERBROOK CONGREGATIONAL CHURCH, 14.7
 LX2251'METERS
 LX2251' LX2251'(48.5 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 9A, 6.4
 LX2251'METERS
 LX2251' LX2251'(21.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 LX2251' LX2251'THE MARK IS 1.2 M ABOVE HIGHWAY 9A.
 LX2251' 
 LX2251'CHANGE 9A TO HIGHWAY 154
 LX2251' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY5931 ***********************************************************************
 MY5931  DESIGNATION -  11371
 MY5931  PID         -  MY5931
 MY5931  STATE/COUNTY-  CT/WINDHAM
 MY5931  USGS QUAD   -  OXFORD (1979)
 MY5931
 MY5931                         *CURRENT SURVEY CONTROL
 MY5931  ___________________________________________________________________
 MY5931* NAD 83(1996)-  42 01 16.14130(N)    071 51 35.92535(W)     ADJUSTED  
 MY5931* NAVD 88     -       187.2    (meters)     614.     (feet)  VERTCON   
 MY5931  ___________________________________________________________________
 MY5931  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 MY5931  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 MY5931
 MY5931  HORZ ORDER  -  SECOND
 MY5931
 MY5931.The horizontal coordinates were established by classical geodetic methods
 MY5931.and adjusted by the National Geodetic Survey in August 1998..
 MY5931
 MY5931.The NAVD 88 height was computed by applying the VERTCON shift value to
 MY5931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MY5931
 MY5931.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY5931
 MY5931.The geoid height was determined by GEOID03.
 MY5931
 MY5931;                    North         East     Units Scale Factor Converg.
 MY5931;SPC CT       -   284,701.833   378,515.201   MT  1.00001930   +0 35 24.5
 MY5931;SPC CT       -   934,059.26  1,241,845.29   sFT  1.00001930   +0 35 24.5
 MY5931;SPC MA M     -   863,481.369   170,186.322   MT  0.99996943   -0 14 30.5
 MY5931;SPC MA M     - 2,832,938.46    558,352.96   sFT  0.99996943   -0 14 30.5
 MY5931;SPC RI       -   104,220.319    70,185.488   MT  1.00000468   -0 14 27.5
 MY5931;SPC RI       -   341,929.50    230,266.89   sFT  1.00000468   -0 14 27.5
 MY5931;UTM  19      - 4,656,082.303   263,211.397   MT  1.00028997   -1 54 55.3
 MY5931
 MY5931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY5931!SPC CT       -   0.99997524  x   1.00001930  =   0.99999454
 MY5931!SPC MA M     -   0.99997524  x   0.99996943  =   0.99994467
 MY5931!SPC RI       -   0.99997524  x   1.00000468  =   0.99997992
 MY5931!UTM  19      -   0.99997524  x   1.00028997  =   1.00026520
 MY5931
 MY5931:                Primary Azimuth Mark                     Grid Az
 MY5931:SPC CT       -  WEBSTER PARK RD TANK                     348 29 44.3
 MY5931:SPC MA M     -  WEBSTER PARK RD TANK                     349 19 39.3
 MY5931:SPC RI       -  WEBSTER PARK RD TANK                     349 19 36.3
 MY5931:UTM  19      -  WEBSTER PARK RD TANK                     351 00 04.1
 MY5931
 MY5931|---------------------------------------------------------------------|
 MY5931| PID    Reference Object                     Distance      Geod. Az  |
 MY5931|                                                           dddmmss.s |
 MY5931| MY5981 WEBSTER PARK RD TANK                APPROX. 3.3 KM 3490508.8 |
 MY5931|---------------------------------------------------------------------|
 MY5931
 MY5931                          SUPERSEDED SURVEY CONTROL
 MY5931
 MY5931  NAD 83(1996)-  42 01 16.14129(N)    071 51 35.92535(W) AD(       ) 2
 MY5931  NAD 83(1992)-  42 01 16.14084(N)    071 51 35.92447(W) AD(       ) 2
 MY5931  NAD 83(1992)-  42 01 16.14085(N)    071 51 35.92449(W) AD(       ) 2
 MY5931  NAD 83(1986)-  42 01 16.14285(N)    071 51 35.92289(W) AD(       ) 2
 MY5931  NGVD 29 (09/25/89)  187.4    (m)          615.     (f) VERT ANG       
 MY5931
 MY5931.Superseded values are not recommended for survey control.
 MY5931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY5931.See file dsdata.txt to determine how the superseded data were derived.
 MY5931
 MY5931_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6321156082(NAD 83)
 MY5931_MARKER: R = RIVET
 MY5931_SETTING: 66 = SET IN ROCK OUTCROP
 MY5931_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 MY5931_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY5931_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY5931+STABILITY: POSITION/ELEVATION WELL
 MY5931
 MY5931  HISTORY     - Date     Condition        Report By
 MY5931  HISTORY     - 1982     MONUMENTED       MAGS
 MY5931  HISTORY     - 19961001 MARK NOT FOUND   USPSQD
 MY5931
 MY5931                          STATION DESCRIPTION
 MY5931
 MY5931'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1982 (RAK)
 MY5931'THE STATION IS LOCATED ABOUT 3.2 KM (5.2 MI)
 MY5931'NORTH OF THOMPSON,
 MY5931'3.5 KM (2.2 MI) SOUTH OF WEBSTER MASSACHUSETTS AND IN THE TOWN OF
 MY5931'THOMPSON.
 MY5931'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY.
 MY5931'
 MY5931'TO REACH THE STATION FROM THE MASSACHUSETTS-CONNECTICUT STATELINE,
 MY5931'GO SOUTH ON INTERSTATE HIGHWAY 395 FOR ABOUT 0.3 KM (0.2 MI) AND
 MY5931'PARK IN THE MEDIAN TURN AROUND. PACK NORTH ABOUT 50 METERS TO THE
 MY5931'TOP OF THE LEDGE AND THE STATION.
 MY5931'
 MY5931'THE STATION IS MARKED BY A PUNCH MARK IN A MONEL RIVET SET IN A
 MY5931'DRILL HOLE IN LEDGE, IN THE MEDIAN STRIP.
 MY5931'50 METERS (163 FT) NORTH FROM THE SOUTH END OF THE LEDGE CUT,
 MY5931'4.0 METERS (13.2 FT) EAST FROM THE WEST TOP FACE OF THE LEDGE AND
 MY5931'2.0 METERS (6.5 FT) WEST FROM THE EAST TOP FACE OF THE LEDGE.
 MY5931'
 MY5931'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MY5931'
 MY5931'DESCRIBED BY V.L. CHARLAND, MAGS.
 MY5931'
 MY5931'870616 THE STATION WAS RECOVERED IN GOOD CONDITION ON THIS DATE.
 MY5931
 MY5931                          STATION RECOVERY (1996)
 MY5931
 MY5931'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY5931'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2896 ***********************************************************************
 LX2896  DESIGNATION -  1139
 LX2896  PID         -  LX2896
 LX2896  STATE/COUNTY-  CT/HARTFORD
 LX2896  USGS QUAD   -  MANCHESTER (1992)
 LX2896
 LX2896                         *CURRENT SURVEY CONTROL
 LX2896  ___________________________________________________________________
 LX2896* NAD 83(1986)-  41 49 34.     (N)    072 33 13.     (W)     SCALED    
 LX2896* NAVD 88     -        33.413  (meters)     109.62   (feet)  ADJUSTED  
 LX2896  ___________________________________________________________________
 LX2896  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2896  DYNAMIC HT  -          33.402 (meters)     109.59  (feet)  COMP
 LX2896  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 LX2896
 LX2896  VERT ORDER  -  FIRST     CLASS II
 LX2896
 LX2896.The horizontal coordinates were scaled from a topographic map and have
 LX2896.an estimated accuracy of +/- 6 seconds.
 LX2896
 LX2896.The orthometric height was determined by differential leveling
 LX2896.and adjusted by the National Geodetic Survey in June 1991..
 LX2896
 LX2896.The geoid height was determined by GEOID03.
 LX2896
 LX2896.The dynamic height is computed by dividing the NAVD 88
 LX2896.geopotential number by the normal gravity value computed on the
 LX2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2896.degrees latitude (g = 980.6199 gals.).
 LX2896
 LX2896.The modeled gravity was interpolated from observed gravity values.
 LX2896
 LX2896;                    North         East    Units  Estimated Accuracy
 LX2896;SPC CT       -   262,680.      321,120.      MT  (+/- 180 meters Scaled)
 LX2896
 LX2896                          SUPERSEDED SURVEY CONTROL
 LX2896
 LX2896.No superseded survey control is available for this station.
 LX2896
 LX2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM031333(NAD 83)
 LX2896_MARKER: DD = SURVEY DISK
 LX2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2896_SP_SET: CONCRETE POST
 LX2896_STAMPING: 1139
 LX2896_MARK LOGO: CTGS  
 LX2896_PROJECTION: RECESSED 12 CENTIMETERS
 LX2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2896+STABILITY: SURFACE MOTION
 LX2896
 LX2896  HISTORY     - Date     Condition        Report By
 LX2896  HISTORY     - UNK      MONUMENTED       CTGS
 LX2896  HISTORY     - 1986     GOOD             NGS
 LX2896
 LX2896                          STATION DESCRIPTION
 LX2896
 LX2896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2896'0.2 KM (0.1 MI) SOUTH FROM SOUTH WINDSOR.
 LX2896'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE IN
 LX2896'SOUTH WINDSOR TO THE MARK ON THE RIGHT.  ALSO 4.10 KM (2.55
 LX2896'MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 LX2896'EAST HARTFORD, THENCE 6.92 KM (4.3 MI) EAST ALONG STATE HIGHWAY 30
 LX2896'TO THE MARK ON THE LEFT.  IT IS 16.12 METERS (52.9 FT) NORTH OF THE
 LX2896'CENTERLINE OF STATE HIGHWAY 30, 9.45 METERS (31.0 FT) NORTHEAST OF A
 LX2896'UTILITY POLE WITH A STREET LIGHT AND 9.36 METERS (30.7 FT) WEST OF
 LX2896'THE CENTERLINE OF STATE HIGHWAY 194.
 LX2896'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2588 ***********************************************************************
 LX2588  DESIGNATION -  114
 LX2588  PID         -  LX2588
 LX2588  STATE/COUNTY-  CT/LITCHFIELD
 LX2588  USGS QUAD   -  WOODBURY (1984)
 LX2588
 LX2588                         *CURRENT SURVEY CONTROL
 LX2588  ___________________________________________________________________
 LX2588* NAD 83(1986)-  41 31 28.     (N)    073 09 43.     (W)     SCALED    
 LX2588* NAVD 88     -       200.415  (meters)     657.53   (feet)  ADJUSTED  
 LX2588  ___________________________________________________________________
 LX2588  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2588  DYNAMIC HT  -         200.349 (meters)     657.31  (feet)  COMP
 LX2588  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX2588
 LX2588  VERT ORDER  -  FIRST     CLASS II
 LX2588
 LX2588.The horizontal coordinates were scaled from a topographic map and have
 LX2588.an estimated accuracy of +/- 6 seconds.
 LX2588
 LX2588.The orthometric height was determined by differential leveling
 LX2588.and adjusted by the National Geodetic Survey in June 1991..
 LX2588
 LX2588.The geoid height was determined by GEOID03.
 LX2588
 LX2588.The dynamic height is computed by dividing the NAVD 88
 LX2588.geopotential number by the normal gravity value computed on the
 LX2588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2588.degrees latitude (g = 980.6199 gals.).
 LX2588
 LX2588.The modeled gravity was interpolated from observed gravity values.
 LX2588
 LX2588;                    North         East    Units  Estimated Accuracy
 LX2588;SPC CT       -   229,240.      270,420.      MT  (+/- 180 meters Scaled)
 LX2588
 LX2588                          SUPERSEDED SURVEY CONTROL
 LX2588
 LX2588.No superseded survey control is available for this station.
 LX2588
 LX2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL533986(NAD 83)
 LX2588_MARKER: DD = SURVEY DISK
 LX2588_SETTING: 66 = SET IN ROCK OUTCROP
 LX2588_SP_SET: ROCK LEDGE
 LX2588_STAMPING: 114
 LX2588_MARK LOGO: CTGS  
 LX2588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2588+STABILITY: POSITION/ELEVATION WELL
 LX2588
 LX2588  HISTORY     - Date     Condition        Report By
 LX2588  HISTORY     - UNK      MONUMENTED       CTGS
 LX2588  HISTORY     - 1985     GOOD             NGS
 LX2588
 LX2588                          STATION DESCRIPTION
 LX2588
 LX2588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2588'4.2 KM (2.6 MI) NE FROM WOODBURY.
 LX2588'4.2 KM (2.6 MI) NORTHEAST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 LX2588'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE LEFT, IN TOP OF A LARGE
 LX2588'ROCK LEDGE, 0.1 KM (0.05 MI) NORTH OF A SIGN (FLANDERS NATURE CENTER -
 LX2588'WHITTEMORE SANCTUARY), 12.00 METERS (39.4 FT) NORTH OF THE CENTERLINE
 LX2588'OF THE HIGHWAY.
 LX2588'THE MARK IS 3.96 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6947 ***********************************************************************
 LX6947  DESIGNATION -  114
 LX6947  PID         -  LX6947
 LX6947  STATE/COUNTY-  CT/MIDDLESEX
 LX6947  USGS QUAD   -  MIDDLETOWN (1992)
 LX6947
 LX6947                         *CURRENT SURVEY CONTROL
 LX6947  ___________________________________________________________________
 LX6947* NAD 83(1996)-  41 35 07.36295(N)    072 38 28.20210(W)     ADJUSTED  
 LX6947* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX6947  ___________________________________________________________________
 LX6947  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX6947  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX6947
 LX6947  HORZ ORDER  -  THIRD
 LX6947
 LX6947.The horizontal coordinates were established by classical geodetic methods
 LX6947.and adjusted by the National Geodetic Survey in August 1998..
 LX6947
 LX6947.The orthometric height was scaled from a topographic map.
 LX6947
 LX6947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6947
 LX6947.The geoid height was determined by GEOID03.
 LX6947
 LX6947;                    North         East     Units Scale Factor Converg.
 LX6947;SPC CT       -   235,927.148   313,875.630   MT  0.99998355   +0 04 19.8
 LX6947;SPC CT       -   774,037.65  1,029,773.63   sFT  0.99998355   +0 04 19.8
 LX6947;UTM  18      - 4,606,430.177   696,622.630   MT  1.00007578   +1 33 58.1
 LX6947
 LX6947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6947!SPC CT       -   1.00000233  x   0.99998355  =   0.99998588
 LX6947!UTM  18      -   1.00000233  x   1.00007578  =   1.00007811
 LX6947
 LX6947:                Primary Azimuth Mark                     Grid Az
 LX6947:SPC CT       -  MIDDLETOWN WESLEYAN CHAPEL               200 28 08.7
 LX6947:UTM  18      -  MIDDLETOWN WESLEYAN CHAPEL               198 58 30.4
 LX6947
 LX6947|---------------------------------------------------------------------|
 LX6947| PID    Reference Object                     Distance      Geod. Az  |
 LX6947|                                                           dddmmss.s |
 LX6947| LX6974 MIDDLETOWN WESLEYAN CHAPEL          APPROX. 3.5 KM 2003228.5 |
 LX6947| CZ6871 114 RM 1                              8.030 METERS 23907     |
 LX6947| LX6969 CROMWELL ROMAN CATH CHURCH          APPROX. 2.0 KM 3231034.3 |
 LX6947| CZ6872 114 RM 2                              7.720 METERS 34321     |
 LX6947|---------------------------------------------------------------------|
 LX6947
 LX6947                          SUPERSEDED SURVEY CONTROL
 LX6947
 LX6947  NAD 83(1992)-  41 35 07.36229(N)    072 38 28.20209(W) AD(       ) 3
 LX6947  NAD 83(1986)-  41 35 07.36425(N)    072 38 28.20403(W) AD(       ) 3
 LX6947  NAD 27      -  41 35 07.00300(N)    072 38 29.87400(W) AD(       ) 3
 LX6947
 LX6947.Superseded values are not recommended for survey control.
 LX6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6947.See file dsdata.txt to determine how the superseded data were derived.
 LX6947
 LX6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9662306430(NAD 83)
 LX6947
 LX6947  HISTORY     - Date     Condition        Report By
 LX6947  HISTORY     - 1935     MONUMENTED       CGS
 LX6947  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6947
 LX6947                          STATION DESCRIPTION
 LX6947
 LX6947'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6947'THE STATION IS REACHED FROM THE PORTLAND HIGH SCHOOL, TURN
 LX6947'WESTERLY OFF MAIN STREET AND GO 0.3 MILE, TURN NORTHERLY AND GO
 LX6947'TO THE END OF THE ROAD.  THE STATION IS AT THE NORTHERLY END OF
 LX6947'THE SPOIL BANK OF BRAZOS ROCK QUARRY.  IT IS MARKED BY A STANDARD
 LX6947'DISK SET IN A DRILL HOLE IN THE TOP OF A FLAT STONE 10 METERS
 LX6947'FROM THE NORTHERLY EDGE OF THE HIGHER PART OF THE SPOIL BANK.
 LX6947'THE SPOIL BANK IS PARALLEL TO THE RIVER AND IS THE PROPERTY OF
 LX6947'A. BROZOS AND SONS.
 LX6947'
 LX6947'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6947'A POINTED STONE NEAR THE W SIDE OF THE SPOIL BANK 8.03 METERS S
 LX6947'80 DEG W OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK
 LX6947'SET IN A DRILL HOLE IN THE TOP OF A SANDSTONE NEAR THE NORTHERLY
 LX6947'EDGE OF THE SPOIL BANK 7.72 METERS, N 5 DEG W OF THE STATION.
 LX6947'
 LX6947'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6947
 LX6947                          STATION RECOVERY (1948)
 LX6947
 LX6947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6947'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 LX6947'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2951 ***********************************************************************
 LX2951  DESIGNATION -  1141 X
 LX2951  PID         -  LX2951
 LX2951  STATE/COUNTY-  CT/HARTFORD
 LX2951  USGS QUAD   -  MANCHESTER (1992)
 LX2951
 LX2951                         *CURRENT SURVEY CONTROL
 LX2951  ___________________________________________________________________
 LX2951* NAD 83(1986)-  41 48 47.     (N)    072 30 39.     (W)     SCALED    
 LX2951* NAVD 88     -        54.547  (meters)     178.96   (feet)  ADJUSTED  
 LX2951  ___________________________________________________________________
 LX2951  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX2951  DYNAMIC HT  -          54.530 (meters)     178.90  (feet)  COMP
 LX2951  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 LX2951
 LX2951  VERT ORDER  -  FIRST     CLASS II
 LX2951
 LX2951.The horizontal coordinates were scaled from a topographic map and have
 LX2951.an estimated accuracy of +/- 6 seconds.
 LX2951
 LX2951.The orthometric height was determined by differential leveling
 LX2951.and adjusted by the National Geodetic Survey in June 1991..
 LX2951
 LX2951.The geoid height was determined by GEOID03.
 LX2951
 LX2951.The dynamic height is computed by dividing the NAVD 88
 LX2951.geopotential number by the normal gravity value computed on the
 LX2951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2951.degrees latitude (g = 980.6199 gals.).
 LX2951
 LX2951.The modeled gravity was interpolated from observed gravity values.
 LX2951
 LX2951;                    North         East    Units  Estimated Accuracy
 LX2951;SPC CT       -   261,240.      324,670.      MT  (+/- 180 meters Scaled)
 LX2951
 LX2951                          SUPERSEDED SURVEY CONTROL
 LX2951
 LX2951.No superseded survey control is available for this station.
 LX2951
 LX2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM067320(NAD 83)
 LX2951_MARKER: DD = SURVEY DISK
 LX2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2951_SP_SET: CONCRETE POST
 LX2951_STAMPING: 1141 X
 LX2951_MARK LOGO: CTGS  
 LX2951_PROJECTION: RECESSED 18 CENTIMETERS
 LX2951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2951+STABILITY: SURFACE MOTION
 LX2951
 LX2951  HISTORY     - Date     Condition        Report By
 LX2951  HISTORY     - 1937     MONUMENTED       CTGS
 LX2951  HISTORY     - 1986     GOOD             NGS
 LX2951
 LX2951                          STATION DESCRIPTION
 LX2951
 LX2951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2951'0.9 KM (0.55 MI) SW FROM TALCOTTVILLE.
 LX2951'7.89 KM (4.9 MI) SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2951'STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE RIGHT.  ALSO 4.83 KM
 LX2951'(3.0 MI) NORTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF U.S.
 LX2951'HIGHWAY 44 IN MANCHESTER TO THE MARK ON THE LEFT.
 LX2951'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2942 ***********************************************************************
 LX2942  DESIGNATION -  1147
 LX2942  PID         -  LX2942
 LX2942  STATE/COUNTY-  CT/TOLLAND
 LX2942  USGS QUAD   -  ELLINGTON (1984)
 LX2942
 LX2942                         *CURRENT SURVEY CONTROL
 LX2942  ___________________________________________________________________
 LX2942* NAD 83(1986)-  41 53 01.     (N)    072 27 51.     (W)     SCALED    
 LX2942* NAVD 88     -        77.032  (meters)     252.73   (feet)  ADJUSTED  
 LX2942  ___________________________________________________________________
 LX2942  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2942  DYNAMIC HT  -          77.008 (meters)     252.65  (feet)  COMP
 LX2942  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LX2942
 LX2942  VERT ORDER  -  FIRST     CLASS II
 LX2942
 LX2942.The horizontal coordinates were scaled from a topographic map and have
 LX2942.an estimated accuracy of +/- 6 seconds.
 LX2942
 LX2942.The orthometric height was determined by differential leveling
 LX2942.and adjusted by the National Geodetic Survey in June 1991..
 LX2942
 LX2942.The geoid height was determined by GEOID03.
 LX2942
 LX2942.The dynamic height is computed by dividing the NAVD 88
 LX2942.geopotential number by the normal gravity value computed on the
 LX2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2942.degrees latitude (g = 980.6199 gals.).
 LX2942
 LX2942.The modeled gravity was interpolated from observed gravity values.
 LX2942
 LX2942;                    North         East    Units  Estimated Accuracy
 LX2942;SPC CT       -   269,080.      328,530.      MT  (+/- 180 meters Scaled)
 LX2942
 LX2942                          SUPERSEDED SURVEY CONTROL
 LX2942
 LX2942.No superseded survey control is available for this station.
 LX2942
 LX2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM104399(NAD 83)
 LX2942_MARKER: DD = SURVEY DISK
 LX2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2942_SP_SET: CONCRETE POST
 LX2942_STAMPING: 1147
 LX2942_MARK LOGO: CTGS  
 LX2942_PROJECTION: RECESSED 24 CENTIMETERS
 LX2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2942+STABILITY: SURFACE MOTION
 LX2942
 LX2942  HISTORY     - Date     Condition        Report By
 LX2942  HISTORY     - 1937     MONUMENTED       CTGS
 LX2942  HISTORY     - 1986     GOOD             NGS
 LX2942  HISTORY     - 19950826 GOOD             USPSQD
 LX2942
 LX2942                          STATION DESCRIPTION
 LX2942
 LX2942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2942'2.1 KM (1.3 MI) SOUTH FROM ELLINGTON.
 LX2942'2.1 KM (1.3 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2942'STATE HIGHWAY 286 IN ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 5.91
 LX2942'METERS (19.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 13.20
 LX2942'METERS (43.3 FT) NORTH OF A BITUMINOUS AND GRAVEL DRIVE LEADING WEST
 LX2942'AND 7.13 METERS (23.4 FT) NORTH OF POWER POLE NO. 141 WITH ONE GUY
 LX2942'WIRE ATTACHED.
 LX2942'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2942'THE MARK IS 0.24 M BELOW HIGHWAY.
 LX2942
 LX2942                          STATION RECOVERY (1995)
 LX2942
 LX2942'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2941 ***********************************************************************
 LX2941  DESIGNATION -  1148
 LX2941  PID         -  LX2941
 LX2941  STATE/COUNTY-  CT/TOLLAND
 LX2941  USGS QUAD   -  ELLINGTON (1984)
 LX2941
 LX2941                         *CURRENT SURVEY CONTROL
 LX2941  ___________________________________________________________________
 LX2941* NAD 83(1986)-  41 53 17.     (N)    072 27 50.     (W)     SCALED    
 LX2941* NAVD 88     -        76.093  (meters)     249.65   (feet)  ADJUSTED  
 LX2941  ___________________________________________________________________
 LX2941  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2941  DYNAMIC HT  -          76.069 (meters)     249.57  (feet)  COMP
 LX2941  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LX2941
 LX2941  VERT ORDER  -  FIRST     CLASS II
 LX2941
 LX2941.The horizontal coordinates were scaled from a topographic map and have
 LX2941.an estimated accuracy of +/- 6 seconds.
 LX2941
 LX2941.The orthometric height was determined by differential leveling
 LX2941.and adjusted by the National Geodetic Survey in June 1991..
 LX2941
 LX2941.The geoid height was determined by GEOID03.
 LX2941
 LX2941.The dynamic height is computed by dividing the NAVD 88
 LX2941.geopotential number by the normal gravity value computed on the
 LX2941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2941.degrees latitude (g = 980.6199 gals.).
 LX2941
 LX2941.The modeled gravity was interpolated from observed gravity values.
 LX2941
 LX2941;                    North         East    Units  Estimated Accuracy
 LX2941;SPC CT       -   269,580.      328,550.      MT  (+/- 180 meters Scaled)
 LX2941
 LX2941                          SUPERSEDED SURVEY CONTROL
 LX2941
 LX2941.No superseded survey control is available for this station.
 LX2941
 LX2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM104404(NAD 83)
 LX2941_MARKER: DD = SURVEY DISK
 LX2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2941_SP_SET: CONCRETE POST
 LX2941_STAMPING: 1148
 LX2941_MARK LOGO: CTGS  
 LX2941_PROJECTION: RECESSED 12 CENTIMETERS
 LX2941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2941+STABILITY: SURFACE MOTION
 LX2941
 LX2941  HISTORY     - Date     Condition        Report By
 LX2941  HISTORY     - 1937     MONUMENTED       CTGS
 LX2941  HISTORY     - 1986     GOOD             NGS
 LX2941  HISTORY     - 19950826 GOOD             USPSQD
 LX2941
 LX2941                          STATION DESCRIPTION
 LX2941
 LX2941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2941'1.5 KM (0.95 MI) SOUTH FROM ELLINGTON.
 LX2941'1.53 KM (0.95 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2941'STATE HIGHWAY 286 IN ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 5.61
 LX2941'METERS (18.4 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 21.52
 LX2941'METERS (70.6 FT) SOUTH OF POWER POLE NO. 157 WITH TWO GUY WIRES GOING
 LX2941'TO ONE ANCHOR AND 15.36 METERS (50.4 FT) NORTH OF POWER POLE NO. 156.
 LX2941'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2941'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2941
 LX2941                          STATION RECOVERY (1995)
 LX2941
 LX2941'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0528 ***********************************************************************
 LX0528  DESIGNATION -  1155
 LX0528  PID         -  LX0528
 LX0528  STATE/COUNTY-  CT/HARTFORD
 LX0528  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0528
 LX0528                         *CURRENT SURVEY CONTROL
 LX0528  ___________________________________________________________________
 LX0528* NAD 83(1986)-  41 55 54.     (N)    072 39 19.     (W)     SCALED    
 LX0528* NAVD 88     -        47.194  (meters)     154.84   (feet)  ADJUSTED  
 LX0528  ___________________________________________________________________
 LX0528  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX0528  DYNAMIC HT  -          47.180 (meters)     154.79  (feet)  COMP
 LX0528  MODELED GRAV-     980,334.0   (mgal)                       NAVD 88
 LX0528
 LX0528  VERT ORDER  -  SECOND    CLASS 0
 LX0528
 LX0528.The horizontal coordinates were scaled from a topographic map and have
 LX0528.an estimated accuracy of +/- 6 seconds.
 LX0528
 LX0528.The orthometric height was determined by differential leveling
 LX0528.and adjusted by the National Geodetic Survey in June 1991..
 LX0528
 LX0528.The geoid height was determined by GEOID03.
 LX0528
 LX0528.The dynamic height is computed by dividing the NAVD 88
 LX0528.geopotential number by the normal gravity value computed on the
 LX0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0528.degrees latitude (g = 980.6199 gals.).
 LX0528
 LX0528.The modeled gravity was interpolated from observed gravity values.
 LX0528
 LX0528;                    North         East    Units  Estimated Accuracy
 LX0528;SPC CT       -   274,390.      312,660.      MT  (+/- 180 meters Scaled)
 LX0528
 LX0528                          SUPERSEDED SURVEY CONTROL
 LX0528
 LX0528  NGVD 29 (??/??/92)   47.43   (m)          155.6    (f) COMPUTED    2 0
 LX0528
 LX0528.Superseded values are not recommended for survey control.
 LX0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0528.See file dsdata.txt to determine how the superseded data were derived.
 LX0528
 LX0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM943448(NAD 83)
 LX0528_MARKER: DB = BENCH MARK DISK
 LX0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0528_STAMPING: 1155
 LX0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0528+STABILITY: SURFACE MOTION
 LX0528
 LX0528  HISTORY     - Date     Condition        Report By
 LX0528  HISTORY     - UNK      MONUMENTED       CTGS
 LX0528  HISTORY     - 1962     GOOD             NGS
 LX0528
 LX0528                          STATION DESCRIPTION
 LX0528
 LX0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LX0528'AT WINDSOR LOCKS.
 LX0528'THE STATION IS ON THE N SIDE OF CONN. 20, ABOUT 0.8 MI E OF
 LX0528'ITS INTERSECTION WITH CONN. 75.  IT IS 66 FEET W OF S.N.E.T. CO.
 LX0528'POLE 35, AND 20 FT NE OF THE HIGHWAY CENTER-LINE.  THE DISK IS
 LX0528'SET IN THE TOP OF A REINFORCED CONCRETE POST, THE TOP FLUSH
 LX0528'WITH THE GROUND.  THE STATION IS 93.72 FT NW OF THE TOP OF THE
 LX0528'NORTHWEST CORNER OF A BRICK FOUNDATION OF A BRICK RECEIVING
 LX0528'VAULT OF CEMETERY.  IT IS 197.02 FEET NE OF THE TOP OF THE NW
 LX0528'CORNER OF A BRICK FOUNDATION OF THE HOUSE OWNED BY THE STATE
 LX0528'OF CONNECTICUT.  IT IS 157.5 FEET E OF THE TOP OF THE NW CORNER
 LX0528'OF THE CEMENT FOUNDATION OF A GARAGE ON THE S SIDE OF CONN. 20.
 LX0528'AN NGS AND SS DISK STAMPED, 1155.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0529 ***********************************************************************
 LX0529  DESIGNATION -  1156
 LX0529  PID         -  LX0529
 LX0529  STATE/COUNTY-  CT/HARTFORD
 LX0529  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0529
 LX0529                         *CURRENT SURVEY CONTROL
 LX0529  ___________________________________________________________________
 LX0529* NAD 83(1986)-  41 55 55.     (N)    072 39 59.     (W)     SCALED    
 LX0529* NAVD 88     -        49.868  (meters)     163.61   (feet)  ADJUSTED  
 LX0529  ___________________________________________________________________
 LX0529  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX0529  DYNAMIC HT  -          49.854 (meters)     163.56  (feet)  COMP
 LX0529  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 LX0529
 LX0529  VERT ORDER  -  SECOND    CLASS 0
 LX0529
 LX0529.The horizontal coordinates were scaled from a topographic map and have
 LX0529.an estimated accuracy of +/- 6 seconds.
 LX0529
 LX0529.The orthometric height was determined by differential leveling
 LX0529.and adjusted by the National Geodetic Survey in June 1991..
 LX0529
 LX0529.The geoid height was determined by GEOID03.
 LX0529
 LX0529.The dynamic height is computed by dividing the NAVD 88
 LX0529.geopotential number by the normal gravity value computed on the
 LX0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0529.degrees latitude (g = 980.6199 gals.).
 LX0529
 LX0529.The modeled gravity was interpolated from observed gravity values.
 LX0529
 LX0529;                    North         East    Units  Estimated Accuracy
 LX0529;SPC CT       -   274,420.      311,740.      MT  (+/- 180 meters Scaled)
 LX0529
 LX0529                          SUPERSEDED SURVEY CONTROL
 LX0529
 LX0529  NGVD 29 (??/??/92)   50.10   (m)          164.4    (f) COMPUTED    2 0
 LX0529
 LX0529.Superseded values are not recommended for survey control.
 LX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0529.See file dsdata.txt to determine how the superseded data were derived.
 LX0529
 LX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM934448(NAD 83)
 LX0529_MARKER: DB = BENCH MARK DISK
 LX0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0529_STAMPING: 1156
 LX0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0529+STABILITY: SURFACE MOTION
 LX0529
 LX0529  HISTORY     - Date     Condition        Report By
 LX0529  HISTORY     - UNK      MONUMENTED       CTGS
 LX0529  HISTORY     - 1962     GOOD             NGS
 LX0529
 LX0529                          STATION DESCRIPTION
 LX0529
 LX0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LX0529'AT WINDSOR LOCKS.
 LX0529'THE STATION IS ON SW SIDE OF CONN. 20, 0.2 MI E OF ITS INTERSECTION
 LX0529'WITH CONN. 75.  IT IS 48 FT SW OF S.N.E.T. CO. POLE 548, AND
 LX0529'28 FT SW OF HIGHWAY CENTER-LINE.  THE DISK IS SET IN THE TOP
 LX0529'OF A REINFORCED CONCRETE POST, THE TOP FLUSH WITH THE GROUND.
 LX0529'THE STATION IS 56.80 FT SE OF THE TOP OF THE SW CORNER OF THE
 LX0529'CONCRETE HEAD-WALL ON THE SW SIDE OF THE HIGHWAY.  IT IS 74.54
 LX0529'FT SE OF THE NW CORNER OF THE CONCRETE HEAD-WALL ON THE NE
 LX0529'SIDE OF THE HIGHWAY.  IT IS 70.04 FT SE OF THE SW CORNER OF THE
 LX0529'CONCRETE HEAD-WALL ON THE NE SIDE OF THE HIGHWAY.  AN NGS AND
 LX0529'SS DISK STAMPED 1156.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2042 ***********************************************************************
 LX2042  DESIGNATION -  1159
 LX2042  PID         -  LX2042
 LX2042  STATE/COUNTY-  CT/HARTFORD
 LX2042  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2042
 LX2042                         *CURRENT SURVEY CONTROL
 LX2042  ___________________________________________________________________
 LX2042* NAD 83(1986)-  41 58 33.     (N)    072 43 04.     (W)     SCALED    
 LX2042* NAVD 88     -        53.133  (meters)     174.32   (feet)  ADJUSTED  
 LX2042  ___________________________________________________________________
 LX2042  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2042  DYNAMIC HT  -          53.118 (meters)     174.27  (feet)  COMP
 LX2042  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 LX2042
 LX2042  VERT ORDER  -  FIRST     CLASS II
 LX2042
 LX2042.The horizontal coordinates were scaled from a topographic map and have
 LX2042.an estimated accuracy of +/- 6 seconds.
 LX2042
 LX2042.The orthometric height was determined by differential leveling
 LX2042.and adjusted by the National Geodetic Survey in June 1991..
 LX2042
 LX2042.The geoid height was determined by GEOID03.
 LX2042
 LX2042.The dynamic height is computed by dividing the NAVD 88
 LX2042.geopotential number by the normal gravity value computed on the
 LX2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2042.degrees latitude (g = 980.6199 gals.).
 LX2042
 LX2042.The modeled gravity was interpolated from observed gravity values.
 LX2042
 LX2042;                    North         East    Units  Estimated Accuracy
 LX2042;SPC CT       -   279,290.      307,470.      MT  (+/- 180 meters Scaled)
 LX2042
 LX2042                          SUPERSEDED SURVEY CONTROL
 LX2042
 LX2042.No superseded survey control is available for this station.
 LX2042
 LX2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM890496(NAD 83)
 LX2042_MARKER: DD = SURVEY DISK
 LX2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2042_SP_SET: CONCRETE POST
 LX2042_STAMPING: 1159
 LX2042_MARK LOGO: CTGS  
 LX2042_PROJECTION: RECESSED 30 CENTIMETERS
 LX2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2042+STABILITY: SURFACE MOTION
 LX2042
 LX2042  HISTORY     - Date     Condition        Report By
 LX2042  HISTORY     - UNK      MONUMENTED       CTGS
 LX2042  HISTORY     - 1984     GOOD             NGS
 LX2042
 LX2042                          STATION DESCRIPTION
 LX2042
 LX2042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2042'4.1 KM (2.55 MI) NORTH FROM EAST GRANBY.
 LX2042'4.1 KM (2.55 MI) NORTH ALONG STATE HIGHWAY 187 FROM THE JUNCTION OF
 LX2042'STATE HIGHWAY 20 IN EAST GRANBY TO THE MARK ON THE LEFT, AT THE
 LX2042'JUNCTION OF STONE STREET, 5.50 METERS (18.0 FT) WEST OF THE CENTERLINE
 LX2042'OF THE HIGHWAY, 26.10 METERS (85.6 FT) SOUTHEAST OF THE SOUTHEAST
 LX2042'CORNER OF A TWO STORY FRAME HOUSE, 8.38 METERS (27.5 FT) SOUTH OF
 LX2042'POWER POLE 513.
 LX2042'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 LX2042'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3444 ***********************************************************************
 LX3444  DESIGNATION -  116 W
 LX3444  PID         -  LX3444
 LX3444  STATE/COUNTY-  CT/NEW LONDON
 LX3444  USGS QUAD   -  OLD LYME (1976)
 LX3444
 LX3444                         *CURRENT SURVEY CONTROL
 LX3444  ___________________________________________________________________
 LX3444* NAD 83(1986)-  41 20 55.     (N)    072 17 51.     (W)     SCALED    
 LX3444* NAVD 88     -        15.278  (meters)      50.12   (feet)  ADJUSTED  
 LX3444  ___________________________________________________________________
 LX3444  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3444  DYNAMIC HT  -          15.272 (meters)      50.10  (feet)  COMP
 LX3444  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LX3444
 LX3444  VERT ORDER  -  FIRST     CLASS II
 LX3444
 LX3444.The horizontal coordinates were scaled from a topographic map and have
 LX3444.an estimated accuracy of +/- 6 seconds.
 LX3444
 LX3444.The orthometric height was determined by differential leveling
 LX3444.and adjusted by the National Geodetic Survey in June 1991..
 LX3444
 LX3444.The geoid height was determined by GEOID03.
 LX3444
 LX3444.The dynamic height is computed by dividing the NAVD 88
 LX3444.geopotential number by the normal gravity value computed on the
 LX3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3444.degrees latitude (g = 980.6199 gals.).
 LX3444
 LX3444.The modeled gravity was interpolated from observed gravity values.
 LX3444
 LX3444;                    North         East    Units  Estimated Accuracy
 LX3444;SPC CT       -   209,730.      342,670.      MT  (+/- 180 meters Scaled)
 LX3444
 LX3444                          SUPERSEDED SURVEY CONTROL
 LX3444
 LX3444.No superseded survey control is available for this station.
 LX3444
 LX3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL260809(NAD 83)
 LX3444_MARKER: DD = SURVEY DISK
 LX3444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3444_SP_SET: TOP OF ROCK WALL
 LX3444_STAMPING: 116 W 1923 51
 LX3444_MARK LOGO: USGS  
 LX3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3444+STABILITY: SURFACE MOTION
 LX3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3444+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 LX3444
 LX3444  HISTORY     - Date     Condition        Report By
 LX3444  HISTORY     - 1923     MONUMENTED       USGS
 LX3444  HISTORY     - 1986     GOOD             NGS
 LX3444  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX3444  HISTORY     - 19900414 MARK NOT FOUND   USPSQD
 LX3444  HISTORY     - 19901206 MARK NOT FOUND   USPSQD
 LX3444  HISTORY     - 20030509 GOOD             USPSQD
 LX3444  HISTORY     - 20060606 GOOD             USPSQD
 LX3444
 LX3444                          STATION DESCRIPTION
 LX3444
 LX3444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3444'3.9 KM (2.4 MI) EAST FROM OLD LYME.
 LX3444'3.9 KM (2.4 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3444'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE RIGHT AT THE NORTHWEST
 LX3444'CORNER OF A CEMETERY.  IT IS 9.6 METERS (31.6 FT) SOUTH OF THE
 LX3444'CENTERLINE OF U.S. HIGHWAY 1 AND 0.24 METER (0.8 FT) EAST OF THE EAST
 LX3444'SIDE OF A ROCK CORNER POST.
 LX3444'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LX3444
 LX3444                          STATION RECOVERY (1988)
 LX3444
 LX3444'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX3444'MARK NOT FOUND.
 LX3444
 LX3444                          STATION RECOVERY (1990)
 LX3444
 LX3444'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3444'MARK NOT FOUND.
 LX3444
 LX3444                          STATION RECOVERY (1990)
 LX3444
 LX3444'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3444'MARK NOT FOUND.
 LX3444
 LX3444                          STATION RECOVERY (2003)
 LX3444
 LX3444'RECOVERY NOTE BY US POWER SQUADRON 2003
 LX3444'RECOVERED IN GOOD CONDITION.
 LX3444
 LX3444                          STATION RECOVERY (2006)
 LX3444
 LX3444'RECOVERY NOTE BY US POWER SQUADRON 2006 (ELW)
 LX3444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2043 ***********************************************************************
 LX2043  DESIGNATION -  1160
 LX2043  PID         -  LX2043
 LX2043  STATE/COUNTY-  CT/HARTFORD
 LX2043  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2043
 LX2043                         *CURRENT SURVEY CONTROL
 LX2043  ___________________________________________________________________
 LX2043* NAD 83(1986)-  41 58 27.     (N)    072 42 32.     (W)     SCALED    
 LX2043* NAVD 88     -        62.478  (meters)     204.98   (feet)  ADJUSTED  
 LX2043  ___________________________________________________________________
 LX2043  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2043  DYNAMIC HT  -          62.460 (meters)     204.92  (feet)  COMP
 LX2043  MODELED GRAV-     980,336.2   (mgal)                       NAVD 88
 LX2043
 LX2043  VERT ORDER  -  FIRST     CLASS II
 LX2043
 LX2043.The horizontal coordinates were scaled from a topographic map and have
 LX2043.an estimated accuracy of +/- 6 seconds.
 LX2043
 LX2043.The orthometric height was determined by differential leveling
 LX2043.and adjusted by the National Geodetic Survey in June 1991..
 LX2043
 LX2043.The geoid height was determined by GEOID03.
 LX2043
 LX2043.The dynamic height is computed by dividing the NAVD 88
 LX2043.geopotential number by the normal gravity value computed on the
 LX2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2043.degrees latitude (g = 980.6199 gals.).
 LX2043
 LX2043.The modeled gravity was interpolated from observed gravity values.
 LX2043
 LX2043;                    North         East    Units  Estimated Accuracy
 LX2043;SPC CT       -   279,100.      308,210.      MT  (+/- 180 meters Scaled)
 LX2043
 LX2043                          SUPERSEDED SURVEY CONTROL
 LX2043
 LX2043.No superseded survey control is available for this station.
 LX2043
 LX2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM898494(NAD 83)
 LX2043_MARKER: DD = SURVEY DISK
 LX2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2043_SP_SET: CONCRETE POST
 LX2043_STAMPING: 1160
 LX2043_MARK LOGO: CTGS  
 LX2043_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2043+STABILITY: SURFACE MOTION
 LX2043
 LX2043  HISTORY     - Date     Condition        Report By
 LX2043  HISTORY     - UNK      MONUMENTED       CTGS
 LX2043  HISTORY     - 1984     GOOD             NGS
 LX2043
 LX2043                          STATION DESCRIPTION
 LX2043
 LX2043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2043'4.8 KM (3.0 MI) NORTH FROM EAST GRANBY.
 LX2043'4.8 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 187 FROM THE JUNCTION OF
 LX2043'STATE HIGHWAY 20 IN EAST GRANBY TO THE MARK ON THE RIGHT, AT THE
 LX2043'JUNCTION OF SOUTH GRAND STREET, ALSO 2.4 KM (1.5 MI) WEST ALONG STATE
 LX2043'HIGHWAY 168 FROM THE JUNCTION OF STATE HIGHWAY 75 IN SUFFIELD, THENCE
 LX2043'2.7 KM (1.7 MI) SOUTHWEST ALONG COUNTY ROAD 526 (SHELDON STREET) TO
 LX2043'THE MARK ON THE LEFT, 10.05 METERS (33.0 FT) SOUTH OF THE CENTERLINE
 LX2043'OF HIGHWAY 187, 16.45 METERS (54.0 FT) EAST OF POWER POLE 1308,
 LX2043'46.02 METERS (151.0 FT) WEST OF THE CENTERLINE OS SOUTH GRAND STREET,
 LX2043'2.13 METERS (7.0 FT) NORTH OF A WIRE FENCE.
 LX2043'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LX2043'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1811 ***********************************************************************
 LW1811  DESIGNATION -  1169
 LW1811  PID         -  LW1811
 LW1811  STATE/COUNTY-  CT/WINDHAM
 LW1811  USGS QUAD   -  ONECO (1970)
 LW1811
 LW1811                         *CURRENT SURVEY CONTROL
 LW1811  ___________________________________________________________________
 LW1811* NAD 83(1986)-  41 40 15.     (N)    071 50 55.     (W)     SCALED    
 LW1811* NAVD 88     -       201.623  (meters)     661.49   (feet)  ADJUSTED  
 LW1811  ___________________________________________________________________
 LW1811  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW1811  DYNAMIC HT  -         201.549 (meters)     661.25  (feet)  COMP
 LW1811  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 LW1811
 LW1811  VERT ORDER  -  FIRST     CLASS II
 LW1811
 LW1811.The horizontal coordinates were scaled from a topographic map and have
 LW1811.an estimated accuracy of +/- 6 seconds.
 LW1811
 LW1811.The orthometric height was determined by differential leveling
 LW1811.and adjusted by the National Geodetic Survey in June 1991..
 LW1811
 LW1811.The geoid height was determined by GEOID03.
 LW1811
 LW1811.The dynamic height is computed by dividing the NAVD 88
 LW1811.geopotential number by the normal gravity value computed on the
 LW1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1811.degrees latitude (g = 980.6199 gals.).
 LW1811
 LW1811.The modeled gravity was interpolated from observed gravity values.
 LW1811
 LW1811;                    North         East    Units  Estimated Accuracy
 LW1811;SPC CT       -   245,800.      379,860.      MT  (+/- 180 meters Scaled)
 LW1811
 LW1811                          SUPERSEDED SURVEY CONTROL
 LW1811
 LW1811.No superseded survey control is available for this station.
 LW1811
 LW1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG628171(NAD 83)
 LW1811_MARKER: DD = SURVEY DISK
 LW1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1811_SP_SET: CONCRETE POST
 LW1811_STAMPING: 1169
 LW1811_MARK LOGO: CTGS  
 LW1811_PROJECTION: RECESSED 5 CENTIMETERS
 LW1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1811+STABILITY: SURFACE MOTION
 LW1811
 LW1811  HISTORY     - Date     Condition        Report By
 LW1811  HISTORY     - 1937     MONUMENTED       CTGS
 LW1811  HISTORY     - 1986     GOOD             NGS
 LW1811  HISTORY     - 19961020 GOOD             USPSQD
 LW1811
 LW1811                          STATION DESCRIPTION
 LW1811
 LW1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1811'2.1 KM (1.3 MI) SOUTH FROM STERLING.
 LW1811'2.1 KM (1.3 MI) SOUTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1811'STATE HIGHWAY 14A IN STERLING TO THE MARK ON THE LEFT.  IT IS 5.55
 LW1811'METERS (18.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 8.53 METERS
 LW1811'(28.0 FT) SOUTH-SOUTHWEST OF UTILITY POLE NO. 497 WITH TWO GUY WIRES.
 LW1811'THE MARK IS 0.21 METERS  W FROM  A WITNESS POST
 LW1811'THE MARK IS 0.06 M BELOW HIGHWAY.
 LW1811
 LW1811                          STATION RECOVERY (1996)
 LW1811
 LW1811'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1812 ***********************************************************************
 LW1812  DESIGNATION -  1170
 LW1812  PID         -  LW1812
 LW1812  STATE/COUNTY-  CT/WINDHAM
 LW1812  USGS QUAD   -  ONECO (1970)
 LW1812
 LW1812                         *CURRENT SURVEY CONTROL
 LW1812  ___________________________________________________________________
 LW1812* NAD 83(1986)-  41 40 11.     (N)    071 50 53.     (W)     SCALED    
 LW1812* NAVD 88     -       203.500  (meters)     667.65   (feet)  ADJUSTED  
 LW1812  ___________________________________________________________________
 LW1812  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW1812  DYNAMIC HT  -         203.425 (meters)     667.40  (feet)  COMP
 LW1812  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 LW1812
 LW1812  VERT ORDER  -  FIRST     CLASS II
 LW1812
 LW1812.The horizontal coordinates were scaled from a topographic map and have
 LW1812.an estimated accuracy of +/- 6 seconds.
 LW1812
 LW1812.The orthometric height was determined by differential leveling
 LW1812.and adjusted by the National Geodetic Survey in June 1991..
 LW1812
 LW1812.The geoid height was determined by GEOID03.
 LW1812
 LW1812.The dynamic height is computed by dividing the NAVD 88
 LW1812.geopotential number by the normal gravity value computed on the
 LW1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1812.degrees latitude (g = 980.6199 gals.).
 LW1812
 LW1812.The modeled gravity was interpolated from observed gravity values.
 LW1812
 LW1812;                    North         East    Units  Estimated Accuracy
 LW1812;SPC CT       -   245,680.      379,910.      MT  (+/- 180 meters Scaled)
 LW1812
 LW1812                          SUPERSEDED SURVEY CONTROL
 LW1812
 LW1812.No superseded survey control is available for this station.
 LW1812
 LW1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG629170(NAD 83)
 LW1812_MARKER: DD = SURVEY DISK
 LW1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1812_SP_SET: CONCRETE POST
 LW1812_STAMPING: 1170
 LW1812_MARK LOGO: CTGS  
 LW1812_PROJECTION: RECESSED 5 CENTIMETERS
 LW1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1812+STABILITY: SURFACE MOTION
 LW1812
 LW1812  HISTORY     - Date     Condition        Report By
 LW1812  HISTORY     - 1937     MONUMENTED       CTGS
 LW1812  HISTORY     - 1986     GOOD             NGS
 LW1812  HISTORY     - 19961020 GOOD             USPSQD
 LW1812
 LW1812                          STATION DESCRIPTION
 LW1812
 LW1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1812'2.3 KM (1.4 MI) SOUTH FROM STERLING.
 LW1812'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1812'STATE HIGHWAY 14A IN STERLING TO THE MARK ON THE LEFT.  IT IS 4.94
 LW1812'METERS (16.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.12 METERS
 LW1812'(52.9 FT) SOUTH OF UTILITY POLE NO. 504 AND 4.21 METERS (13.8 FT)
 LW1812'NORTH-NORTHWEST OF A HIGHWAY SIGN (45 MPH).
 LW1812'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LW1812'THE MARK IS 0.06 M BELOW HIGHWAY.
 LW1812
 LW1812                          STATION RECOVERY (1996)
 LW1812
 LW1812'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1833 ***********************************************************************
 LW1833  DESIGNATION -  1171
 LW1833  PID         -  LW1833
 LW1833  STATE/COUNTY-  CT/NEW LONDON
 LW1833  USGS QUAD   -  JEWETT CITY (1984)
 LW1833
 LW1833                         *CURRENT SURVEY CONTROL
 LW1833  ___________________________________________________________________
 LW1833* NAD 83(1986)-  41 32 44.     (N)    071 52 59.     (W)     SCALED    
 LW1833* NAVD 88     -        86.400  (meters)     283.46   (feet)  ADJUSTED  
 LW1833  ___________________________________________________________________
 LW1833  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1833  DYNAMIC HT  -          86.370 (meters)     283.37  (feet)  COMP
 LW1833  MODELED GRAV-     980,268.1   (mgal)                       NAVD 88
 LW1833
 LW1833  VERT ORDER  -  FIRST     CLASS II
 LW1833
 LW1833.The horizontal coordinates were scaled from a topographic map and have
 LW1833.an estimated accuracy of +/- 6 seconds.
 LW1833
 LW1833.The orthometric height was determined by differential leveling
 LW1833.and adjusted by the National Geodetic Survey in June 1991..
 LW1833
 LW1833.The geoid height was determined by GEOID03.
 LW1833
 LW1833.The dynamic height is computed by dividing the NAVD 88
 LW1833.geopotential number by the normal gravity value computed on the
 LW1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1833.degrees latitude (g = 980.6199 gals.).
 LW1833
 LW1833.The modeled gravity was interpolated from observed gravity values.
 LW1833
 LW1833;                    North         East    Units  Estimated Accuracy
 LW1833;SPC CT       -   231,860.      377,130.      MT  (+/- 180 meters Scaled)
 LW1833
 LW1833                          SUPERSEDED SURVEY CONTROL
 LW1833
 LW1833.No superseded survey control is available for this station.
 LW1833
 LW1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG595033(NAD 83)
 LW1833_MARKER: DD = SURVEY DISK
 LW1833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1833_SP_SET: CONCRETE POST
 LW1833_STAMPING: 1171
 LW1833_MARK LOGO: CTGS  
 LW1833_PROJECTION: FLUSH
 LW1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1833+STABILITY: SURFACE MOTION
 LW1833
 LW1833  HISTORY     - Date     Condition        Report By
 LW1833  HISTORY     - 1937     MONUMENTED       CTGS
 LW1833  HISTORY     - 1986     GOOD             NGS
 LW1833  HISTORY     - 19901006 GOOD             USPSQD
 LW1833
 LW1833                          STATION DESCRIPTION
 LW1833
 LW1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1833'0.8 KM (0.5 MI) SOUTH FROM GLASGO.
 LW1833'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 201 FROM THE INTERSECTION OF
 LW1833'STATE HIGHWAY 165 IN GLASGO TO THE MARK ON THE RIGHT NEAR THE
 LW1833'SOUTHEAST CORNER OF AN OLD BARN.  IT IS 4.63 METERS (15.2 FT)
 LW1833'SORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.37 METERS (20.9 FT)
 LW1833'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BARN AND 5.97 METERS (19.6
 LW1833'FT) NORTH-NORTHEAST OF UTILITY POLE NO. 1464 WITH ONE GUY WIRE.
 LW1833'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1833
 LW1833                          STATION RECOVERY (1990)
 LW1833
 LW1833'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2729 ***********************************************************************
 LX2729  DESIGNATION -  1173
 LX2729  PID         -  LX2729
 LX2729  STATE/COUNTY-  CT/NEW HAVEN
 LX2729  USGS QUAD   -  SOUTHINGTON (1992)
 LX2729
 LX2729                         *CURRENT SURVEY CONTROL
 LX2729  ___________________________________________________________________
 LX2729* NAD 83(1986)-  41 31 18.     (N)    072 53 49.     (W)     SCALED    
 LX2729* NAVD 88     -        62.540  (meters)     205.18   (feet)  ADJUSTED  
 LX2729  ___________________________________________________________________
 LX2729  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2729  DYNAMIC HT  -          62.521 (meters)     205.12  (feet)  COMP
 LX2729  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 LX2729
 LX2729  VERT ORDER  -  FIRST     CLASS II
 LX2729
 LX2729.The horizontal coordinates were scaled from a topographic map and have
 LX2729.an estimated accuracy of +/- 6 seconds.
 LX2729
 LX2729.The orthometric height was determined by differential leveling
 LX2729.and adjusted by the National Geodetic Survey in June 1991..
 LX2729
 LX2729.The geoid height was determined by GEOID03.
 LX2729
 LX2729.The dynamic height is computed by dividing the NAVD 88
 LX2729.geopotential number by the normal gravity value computed on the
 LX2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2729.degrees latitude (g = 980.6199 gals.).
 LX2729
 LX2729.The modeled gravity was interpolated from observed gravity values.
 LX2729
 LX2729;                    North         East    Units  Estimated Accuracy
 LX2729;SPC CT       -   228,860.      292,540.      MT  (+/- 180 meters Scaled)
 LX2729
 LX2729                          SUPERSEDED SURVEY CONTROL
 LX2729
 LX2729.No superseded survey control is available for this station.
 LX2729
 LX2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL754988(NAD 83)
 LX2729_MARKER: DD = SURVEY DISK
 LX2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2729_SP_SET: CONCRETE POST
 LX2729_STAMPING: 1173
 LX2729_MARK LOGO: CTGS  
 LX2729_PROJECTION: FLUSH
 LX2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2729+STABILITY: SURFACE MOTION
 LX2729
 LX2729  HISTORY     - Date     Condition        Report By
 LX2729  HISTORY     - 1962     MONUMENTED       CTGS
 LX2729  HISTORY     - 1985     GOOD             NGS
 LX2729  HISTORY     - 19910505 GOOD             USPSQD
 LX2729
 LX2729                          STATION DESCRIPTION
 LX2729
 LX2729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2729'2.6 KM (1.6 MI) NORTH FROM CHESHIRE.
 LX2729'2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2729'STATE HIGHWAYS 68 AND 70 IN CHESHIRE TO THE MARK ON THE LEFT, IN THE
 LX2729'NORTHWEST ANGLE OF THE MAIN ENTRANCE TO THE CONNECTICUT CORRECTIONAL
 LX2729'INSTITUTION, BETWEEN THE HIGHWAY CURB AND A CONCRETE SIDEWALK,
 LX2729'7.31 METERS (24.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2729'9.14 METERS (30.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE ENTRANCE TO
 LX2729'THE INSTITUTION, 0.49 METER (1.6 FT) NORTHWEST OF THE HIGHWAY CURB,
 LX2729'0.49 METER (1.6 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK.
 LX2729'THE MARK IS 0.15 M ABOVE HIGHWAY.
 LX2729
 LX2729                          STATION RECOVERY (1991)
 LX2729
 LX2729'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2730 ***********************************************************************
 LX2730  DESIGNATION -  1174 X
 LX2730  PID         -  LX2730
 LX2730  STATE/COUNTY-  CT/NEW HAVEN
 LX2730  USGS QUAD   -  SOUTHINGTON (1992)
 LX2730
 LX2730                         *CURRENT SURVEY CONTROL
 LX2730  ___________________________________________________________________
 LX2730* NAD 83(1986)-  41 31 50.     (N)    072 53 41.     (W)     SCALED    
 LX2730* NAVD 88     -        51.806  (meters)     169.97   (feet)  ADJUSTED  
 LX2730  ___________________________________________________________________
 LX2730  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2730  DYNAMIC HT  -          51.790 (meters)     169.91  (feet)  COMP
 LX2730  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 LX2730
 LX2730  VERT ORDER  -  FIRST     CLASS II
 LX2730
 LX2730.The horizontal coordinates were scaled from a topographic map and have
 LX2730.an estimated accuracy of +/- 6 seconds.
 LX2730
 LX2730.The orthometric height was determined by differential leveling
 LX2730.and adjusted by the National Geodetic Survey in June 1991..
 LX2730
 LX2730.The geoid height was determined by GEOID03.
 LX2730
 LX2730.The dynamic height is computed by dividing the NAVD 88
 LX2730.geopotential number by the normal gravity value computed on the
 LX2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2730.degrees latitude (g = 980.6199 gals.).
 LX2730
 LX2730.The modeled gravity was interpolated from observed gravity values.
 LX2730
 LX2730;                    North         East    Units  Estimated Accuracy
 LX2730;SPC CT       -   229,840.      292,720.      MT  (+/- 180 meters Scaled)
 LX2730
 LX2730                          SUPERSEDED SURVEY CONTROL
 LX2730
 LX2730.No superseded survey control is available for this station.
 LX2730
 LX2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL756997(NAD 83)
 LX2730_MARKER: DD = SURVEY DISK
 LX2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2730_SP_SET: CONCRETE POST
 LX2730_STAMPING: 1174 X
 LX2730_MARK LOGO: CTGS  
 LX2730_PROJECTION: RECESSED 5 CENTIMETERS
 LX2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2730+STABILITY: SURFACE MOTION
 LX2730
 LX2730  HISTORY     - Date     Condition        Report By
 LX2730  HISTORY     - 1973     MONUMENTED       CTGS
 LX2730  HISTORY     - 1985     GOOD             NGS
 LX2730  HISTORY     - 19910505 GOOD             USPSQD
 LX2730
 LX2730                          STATION DESCRIPTION
 LX2730
 LX2730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2730'3.6 KM (2.25 MI) NORTH FROM CHESHIRE.
 LX2730'3.6 KM (2.25 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2730'STATE HIGHWAYS 68 AND 70 IN CHESHIRE TO THE MARK ON THE RIGHT, IN
 LX2730'FRONT OF A 1-1/2 STORY FRAME HOUSE, NUMBER 1164, ACROSS THE HIGHWAY
 LX2730'FROM A 2 STORY BRICK HOUSE, NUMBER 1187, ALSO 3.9 KM (2.4 MI) SOUTH
 LX2730'ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE HIGHWAY 66 IN
 LX2730'MILLDALE, 6.64 METERS (21.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2730'HIGHWAY, 15.39 METERS (50.5 FT) NORTH-NORTHEAST OF UTILITY POLE 798,
 LX2730'14.78 METERS (48.5 FT) SOUTH-SOUTHWEST OF UTILITY POLE 799 WITH
 LX2730'TRANSFORMER AND STREET LAMP, 5.76 METERS (18.9 FT) WEST OF A 76-CM
 LX2730'(30-INCH) MAPLE TREE, 0.46 METER (1.5 FT) SOUTHEAST OF A HIGHWAY CURB.
 LX2730'THE MARK IS 0.06 M ABOVE HIGHWAY.
 LX2730
 LX2730                          STATION RECOVERY (1991)
 LX2730
 LX2730'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2731 ***********************************************************************
 LX2731  DESIGNATION -  1175
 LX2731  PID         -  LX2731
 LX2731  STATE/COUNTY-  CT/NEW HAVEN
 LX2731  USGS QUAD   -  SOUTHINGTON (1992)
 LX2731
 LX2731                         *CURRENT SURVEY CONTROL
 LX2731  ___________________________________________________________________
 LX2731* NAD 83(1986)-  41 32 16.     (N)    072 53 36.     (W)     SCALED    
 LX2731* NAVD 88     -        65.652  (meters)     215.39   (feet)  ADJUSTED  
 LX2731  ___________________________________________________________________
 LX2731  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2731  DYNAMIC HT  -          65.632 (meters)     215.33  (feet)  COMP
 LX2731  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 LX2731
 LX2731  VERT ORDER  -  FIRST     CLASS II
 LX2731
 LX2731.The horizontal coordinates were scaled from a topographic map and have
 LX2731.an estimated accuracy of +/- 6 seconds.
 LX2731
 LX2731.The orthometric height was determined by differential leveling
 LX2731.and adjusted by the National Geodetic Survey in June 1991..
 LX2731
 LX2731.The geoid height was determined by GEOID03.
 LX2731
 LX2731.The dynamic height is computed by dividing the NAVD 88
 LX2731.geopotential number by the normal gravity value computed on the
 LX2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2731.degrees latitude (g = 980.6199 gals.).
 LX2731
 LX2731.The modeled gravity was interpolated from observed gravity values.
 LX2731
 LX2731;                    North         East    Units  Estimated Accuracy
 LX2731;SPC CT       -   230,650.      292,840.      MT  (+/- 180 meters Scaled)
 LX2731
 LX2731                          SUPERSEDED SURVEY CONTROL
 LX2731
 LX2731.No superseded survey control is available for this station.
 LX2731
 LX2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM757006(NAD 83)
 LX2731_MARKER: DD = SURVEY DISK
 LX2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2731_SP_SET: CONCRETE POST
 LX2731_STAMPING: 1175
 LX2731_MARK LOGO: CTGS  
 LX2731_PROJECTION: RECESSED 5 CENTIMETERS
 LX2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2731+STABILITY: SURFACE MOTION
 LX2731
 LX2731  HISTORY     - Date     Condition        Report By
 LX2731  HISTORY     - 1938     MONUMENTED       CTGS
 LX2731  HISTORY     - 1985     GOOD             NGS
 LX2731  HISTORY     - 19910506 GOOD             USPSQD
 LX2731
 LX2731                          STATION DESCRIPTION
 LX2731
 LX2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2731'3.1 KM (1.9 MI) SOUTH FROM MILLDALE.
 LX2731'3.1 KM (1.9 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2731'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE RIGHT, ACROSS THE
 LX2731'HIGHWAY FROM HOUSE 1364, A 1-1/2 STORY FRAME HOUSE ON A STONE
 LX2731'FOUNDATION, 6.70 METERS (22.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2731'HIGHWAY, 26.88 METERS (88.2 FT) NORTH AND ACROSS THE HIGHWAY FROM
 LX2731'UTILITY POLE 44 WITH A TRANSFORMER, 21.06 METERS (69.1 FT) SOUTHWEST
 LX2731'AND ACROSS THE HIGHWAY FROM UTILITY POLE 43 WITH A STREET LAMP,
 LX2731'2.62 METERS (8.6 FT) SOUTHEAST OF AN 81-CM (32-INCH) MAPLE TREE.
 LX2731'THE MARK IS 0.27 METERS  SE FROM  A WITNESS POST
 LX2731'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX2731
 LX2731                          STATION RECOVERY (1991)
 LX2731
 LX2731'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2733 ***********************************************************************
 LX2733  DESIGNATION -  1176 X
 LX2733  PID         -  LX2733
 LX2733  STATE/COUNTY-  CT/NEW HAVEN
 LX2733  USGS QUAD   -  SOUTHINGTON (1992)
 LX2733
 LX2733                         *CURRENT SURVEY CONTROL
 LX2733  ___________________________________________________________________
 LX2733* NAD 83(1986)-  41 32 29.     (N)    072 53 32.     (W)     SCALED    
 LX2733* NAVD 88     -        71.554  (meters)     234.76   (feet)  ADJUSTED  
 LX2733  ___________________________________________________________________
 LX2733  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2733  DYNAMIC HT  -          71.532 (meters)     234.68  (feet)  COMP
 LX2733  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 LX2733
 LX2733  VERT ORDER  -  FIRST     CLASS II
 LX2733
 LX2733.The horizontal coordinates were scaled from a topographic map and have
 LX2733.an estimated accuracy of +/- 6 seconds.
 LX2733
 LX2733.The orthometric height was determined by differential leveling
 LX2733.and adjusted by the National Geodetic Survey in June 1991..
 LX2733
 LX2733.The geoid height was determined by GEOID03.
 LX2733
 LX2733.The dynamic height is computed by dividing the NAVD 88
 LX2733.geopotential number by the normal gravity value computed on the
 LX2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2733.degrees latitude (g = 980.6199 gals.).
 LX2733
 LX2733.The modeled gravity was interpolated from observed gravity values.
 LX2733
 LX2733;                    North         East    Units  Estimated Accuracy
 LX2733;SPC CT       -   231,050.      292,930.      MT  (+/- 180 meters Scaled)
 LX2733
 LX2733                          SUPERSEDED SURVEY CONTROL
 LX2733
 LX2733.No superseded survey control is available for this station.
 LX2733
 LX2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM758010(NAD 83)
 LX2733_MARKER: DD = SURVEY DISK
 LX2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2733_SP_SET: CONCRETE POST
 LX2733_STAMPING: 1176 X
 LX2733_MARK LOGO: CTGS  
 LX2733_PROJECTION: RECESSED 5 CENTIMETERS
 LX2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2733+STABILITY: SURFACE MOTION
 LX2733
 LX2733  HISTORY     - Date     Condition        Report By
 LX2733  HISTORY     - 1973     MONUMENTED       CTGS
 LX2733  HISTORY     - 1985     GOOD             NGS
 LX2733
 LX2733                          STATION DESCRIPTION
 LX2733
 LX2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2733'2.7 KM (1.7 MI) SOUTH FROM MILLDALE.
 LX2733'2.7 KM (1.7 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2733'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE LEFT, ON THE SOUTH OF
 LX2733'A BITUMINOUS DRIVE TO HOUSE NUMBERS 1476 AND 1482, 7.01 METERS (23.0
 LX2733'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.69 METERS (81.0 FT)
 LX2733'NORTH-NORTHEAST OF UTILITY POLE 34 WITH TRANSFORMER AND ONE GUY WIRE,
 LX2733'19.20 METERS (63.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE DRIVE,
 LX2733'5.58 METERS (18.3 FT) SOUTH-SOUTHWEST OF UTILITY POLE 33, 3.23 METERS
 LX2733'(10.6 FT) WEST OF A 38-CM (15-INCH) MAPLE TREE.
 LX2733'THE MARK IS 0.25 METERS  NW FROM  A WITNESS POST
 LX2733'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2737 ***********************************************************************
 LX2737  DESIGNATION -  1177
 LX2737  PID         -  LX2737
 LX2737  STATE/COUNTY-  CT/NEW HAVEN
 LX2737  USGS QUAD   -  SOUTHINGTON (1992)
 LX2737
 LX2737                         *CURRENT SURVEY CONTROL
 LX2737  ___________________________________________________________________
 LX2737* NAD 83(1986)-  41 33 41.     (N)    072 53 24.     (W)     SCALED    
 LX2737* NAVD 88     -        52.242  (meters)     171.40   (feet)  ADJUSTED  
 LX2737  ___________________________________________________________________
 LX2737  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2737  DYNAMIC HT  -          52.226 (meters)     171.34  (feet)  COMP
 LX2737  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 LX2737
 LX2737  VERT ORDER  -  FIRST     CLASS II
 LX2737
 LX2737.The horizontal coordinates were scaled from a topographic map and have
 LX2737.an estimated accuracy of +/- 6 seconds.
 LX2737
 LX2737.The orthometric height was determined by differential leveling
 LX2737.and adjusted by the National Geodetic Survey in June 1991..
 LX2737
 LX2737.The geoid height was determined by GEOID03.
 LX2737
 LX2737.The dynamic height is computed by dividing the NAVD 88
 LX2737.geopotential number by the normal gravity value computed on the
 LX2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2737.degrees latitude (g = 980.6199 gals.).
 LX2737
 LX2737.The modeled gravity was interpolated from observed gravity values.
 LX2737
 LX2737;                    North         East    Units  Estimated Accuracy
 LX2737;SPC CT       -   233,270.      293,120.      MT  (+/- 180 meters Scaled)
 LX2737
 LX2737                          SUPERSEDED SURVEY CONTROL
 LX2737
 LX2737.No superseded survey control is available for this station.
 LX2737
 LX2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM759032(NAD 83)
 LX2737_MARKER: DD = SURVEY DISK
 LX2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2737_SP_SET: CONCRETE POST
 LX2737_STAMPING: 1177
 LX2737_MARK LOGO: CTGS  
 LX2737_PROJECTION: FLUSH
 LX2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2737+STABILITY: SURFACE MOTION
 LX2737
 LX2737  HISTORY     - Date     Condition        Report By
 LX2737  HISTORY     - 1938     MONUMENTED       CTGS
 LX2737  HISTORY     - 1985     GOOD             NGS
 LX2737
 LX2737                          STATION DESCRIPTION
 LX2737
 LX2737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2737'0.4 KM (0.25 MI) SOUTH FROM MILLDALE.
 LX2737'0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2737'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE RIGHT, 183 METERS (600
 LX2737'FT) SOUTH OF THE CHESHIRE - SOUTHINGTON TOWN LINE, 6.58 METERS (21.6
 LX2737'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 45.17 METERS (148.2
 LX2737'FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A 1-1/2 STORY FRAME
 LX2737'HOUSE.
 LX2737'THE MARK IS 0.24 METERS  SE FROM  A WITNESS POST
 LX2737'THE MARK IS 0.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2426 ***********************************************************************
 LX2426  DESIGNATION -  1178 X
 LX2426  PID         -  LX2426
 LX2426  STATE/COUNTY-  CT/HARTFORD
 LX2426  USGS QUAD   -  SOUTHINGTON (1992)
 LX2426
 LX2426                         *CURRENT SURVEY CONTROL
 LX2426  ___________________________________________________________________
 LX2426* NAD 83(1986)-  41 33 54.     (N)    072 53 20.     (W)     SCALED    
 LX2426* NAVD 88     -        39.410  (meters)     129.30   (feet)  ADJUSTED  
 LX2426  ___________________________________________________________________
 LX2426  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2426  DYNAMIC HT  -          39.398 (meters)     129.26  (feet)  COMP
 LX2426  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 LX2426
 LX2426  VERT ORDER  -  FIRST     CLASS II
 LX2426
 LX2426.The horizontal coordinates were scaled from a topographic map and have
 LX2426.an estimated accuracy of +/- 6 seconds.
 LX2426
 LX2426.The orthometric height was determined by differential leveling
 LX2426.and adjusted by the National Geodetic Survey in June 1991..
 LX2426
 LX2426.The geoid height was determined by GEOID03.
 LX2426
 LX2426.The dynamic height is computed by dividing the NAVD 88
 LX2426.geopotential number by the normal gravity value computed on the
 LX2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2426.degrees latitude (g = 980.6199 gals.).
 LX2426
 LX2426.The modeled gravity was interpolated from observed gravity values.
 LX2426
 LX2426;                    North         East    Units  Estimated Accuracy
 LX2426;SPC CT       -   233,670.      293,220.      MT  (+/- 180 meters Scaled)
 LX2426
 LX2426                          SUPERSEDED SURVEY CONTROL
 LX2426
 LX2426.No superseded survey control is available for this station.
 LX2426
 LX2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM760036(NAD 83)
 LX2426_MARKER: DD = SURVEY DISK
 LX2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2426_SP_SET: CONCRETE POST
 LX2426_STAMPING: 1178 X
 LX2426_MARK LOGO: CTGS  
 LX2426_PROJECTION: RECESSED 10 CENTIMETERS
 LX2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2426+STABILITY: SURFACE MOTION
 LX2426
 LX2426  HISTORY     - Date     Condition        Report By
 LX2426  HISTORY     - 1973     MONUMENTED       CTGS
 LX2426  HISTORY     - 1985     GOOD             NGS
 LX2426
 LX2426                          STATION DESCRIPTION
 LX2426
 LX2426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2426'IN MILLDALE.
 LX2426'IN MILLDALE, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
 LX2426'HIGHWAYS 66, 322 AND OLD TURNPIKE ROAD, AT THE NORTHWEST CORNER OF THE
 LX2426'PROPERTY OF THE CBT BANK, 12.80 METERS (42.0 FT) NORTH-NORTHEAST OF
 LX2426'THE CENTERLINE OF THE HIGHWAYS, 7.62 METERS (25.0 FT) SOUTHEAST OF THE
 LX2426'CENTERLINE OF OLD TURNPIKE ROAD, 21.58 METERS (70.8 FT) NORTHWEST OF
 LX2426'UTILITY POLE 93317, 16.79 METERS (55.1 FT) EAST AND ACROSS OLD
 LX2426'TURNPIKE ROAD FROM UTILITY POLE 79, 5.61 METERS (18.4 FT)
 LX2426'NORTH-NORTHWEST OF A FIRE HYDRANT.
 LX2426'THE MARK IS 0.18 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2424 ***********************************************************************
 LX2424  DESIGNATION -  1179
 LX2424  PID         -  LX2424
 LX2424  STATE/COUNTY-  CT/HARTFORD
 LX2424  USGS QUAD   -  SOUTHINGTON (1992)
 LX2424
 LX2424                         *CURRENT SURVEY CONTROL
 LX2424  ___________________________________________________________________
 LX2424* NAD 83(1986)-  41 33 53.     (N)    072 53 44.     (W)     SCALED    
 LX2424* NAVD 88     -        43.362  (meters)     142.26   (feet)  ADJUSTED  
 LX2424  ___________________________________________________________________
 LX2424  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX2424  DYNAMIC HT  -          43.349 (meters)     142.22  (feet)  COMP
 LX2424  MODELED GRAV-     980,320.4   (mgal)                       NAVD 88
 LX2424
 LX2424  VERT ORDER  -  FIRST     CLASS II
 LX2424
 LX2424.The horizontal coordinates were scaled from a topographic map and have
 LX2424.an estimated accuracy of +/- 6 seconds.
 LX2424
 LX2424.The orthometric height was determined by differential leveling
 LX2424.and adjusted by the National Geodetic Survey in June 1991..
 LX2424
 LX2424.The geoid height was determined by GEOID03.
 LX2424
 LX2424.The dynamic height is computed by dividing the NAVD 88
 LX2424.geopotential number by the normal gravity value computed on the
 LX2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2424.degrees latitude (g = 980.6199 gals.).
 LX2424
 LX2424.The modeled gravity was interpolated from observed gravity values.
 LX2424
 LX2424;                    North         East    Units  Estimated Accuracy
 LX2424;SPC CT       -   233,640.      292,660.      MT  (+/- 180 meters Scaled)
 LX2424
 LX2424                          SUPERSEDED SURVEY CONTROL
 LX2424
 LX2424.No superseded survey control is available for this station.
 LX2424
 LX2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM754035(NAD 83)
 LX2424_MARKER: DD = SURVEY DISK
 LX2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2424_SP_SET: CONCRETE POST
 LX2424_STAMPING: 1179
 LX2424_MARK LOGO: CTGS  
 LX2424_PROJECTION: RECESSED 10 CENTIMETERS
 LX2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2424+STABILITY: SURFACE MOTION
 LX2424
 LX2424  HISTORY     - Date     Condition        Report By
 LX2424  HISTORY     - 1938     MONUMENTED       CTGS
 LX2424  HISTORY     - 1985     GOOD             NGS
 LX2424
 LX2424                          STATION DESCRIPTION
 LX2424
 LX2424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2424'IN MILLDALE.
 LX2424'IN MILLDALE, 0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 66 AND 322 FROM
 LX2424'THE STATE HIGHWAY 10 OVERPASS TO THE MARK ON THE RIGHT, AT THE
 LX2424'JUNCTION OF LYNWOOD DRIVE, 6.03 METERS (19.8 FT) NORTH-NORTHEAST OF
 LX2424'THE CENTERLINE OF THE HIGHWAYS, 7.31 METERS (24.0 FT) NORTHWEST OF THE
 LX2424'CENTER OF LYNWOOD DRIVE, 10.18 METERS (33.4 FT) SOUTH-SOUTHWEST OF A
 LX2424'FIRE HYDRANT, 0.55 METER (1.8 FT) SOUTH-SOUTHWEST OF UTILITY POLE
 LX2424'93307 WITH A STREET LAMP.
 LX2424'THE MARK IS 0.15 M BELOW HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6986 ***********************************************************************
 LX6986  DESIGNATION -  118
 LX6986  PID         -  LX6986
 LX6986  STATE/COUNTY-  CT/MIDDLESEX
 LX6986  USGS QUAD   -  MIDDLETOWN (1992)
 LX6986
 LX6986                         *CURRENT SURVEY CONTROL
 LX6986  ___________________________________________________________________
 LX6986* NAD 83(1996)-  41 34 42.84393(N)    072 38 35.60588(W)     ADJUSTED  
 LX6986* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LX6986  ___________________________________________________________________
 LX6986  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX6986  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX6986
 LX6986  HORZ ORDER  -  THIRD
 LX6986
 LX6986.The horizontal coordinates were established by classical geodetic methods
 LX6986.and adjusted by the National Geodetic Survey in August 1998..
 LX6986
 LX6986.The orthometric height was scaled from a topographic map.
 LX6986
 LX6986.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6986
 LX6986.The geoid height was determined by GEOID03.
 LX6986
 LX6986;                    North         East     Units Scale Factor Converg.
 LX6986;SPC CT       -   235,170.500   313,705.075   MT  0.99998345   +0 04 14.9
 LX6986;SPC CT       -   771,555.22  1,029,214.07   sFT  0.99998345   +0 04 14.9
 LX6986;UTM  18      - 4,605,669.270   696,471.845   MT  1.00007505   +1 33 52.4
 LX6986
 LX6986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6986!SPC CT       -   1.00000249  x   0.99998345  =   0.99998594
 LX6986!UTM  18      -   1.00000249  x   1.00007505  =   1.00007754
 LX6986
 LX6986                          SUPERSEDED SURVEY CONTROL
 LX6986
 LX6986  NAD 83(1992)-  41 34 42.84326(N)    072 38 35.60588(W) AD(       ) 3
 LX6986  NAD 83(1986)-  41 34 42.84524(N)    072 38 35.60782(W) AD(       ) 3
 LX6986  NAD 27      -  41 34 42.48535(N)    072 38 37.27846(W) AD(       ) 3
 LX6986
 LX6986.Superseded values are not recommended for survey control.
 LX6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6986.See file dsdata.txt to determine how the superseded data were derived.
 LX6986
 LX6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9647205669(NAD 83)
 LX6986
 LX6986  HISTORY     - Date     Condition        Report By
 LX6986  HISTORY     - 1935     MONUMENTED       CGS
 LX6986  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6986
 LX6986                          STATION DESCRIPTION
 LX6986
 LX6986'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6986'SEE DESCRIPTION FOR BRAZOS.
 LX6986'
 LX6986'LOCATED BY DIRECTION AND DISTANCE FROM BRAZOS.
 LX6986
 LX6986                          STATION RECOVERY (1948)
 LX6986
 LX6986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6986'STATION WAS SEARCHED FOR IN CONJUNCTION WITH BRAZOS.  IT COULD
 LX6986'NOT BE FOUND.  THE DESCRIPTION IS INADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2806 ***********************************************************************
 LX2806  DESIGNATION -  12
 LX2806  PID         -  LX2806
 LX2806  STATE/COUNTY-  CT/LITCHFIELD
 LX2806  USGS QUAD   -  THOMASTON (1976)
 LX2806
 LX2806                         *CURRENT SURVEY CONTROL
 LX2806  ___________________________________________________________________
 LX2806* NAD 83(1986)-  41 40 26.     (N)    073 03 40.     (W)     SCALED    
 LX2806* NAVD 88     -       157.665  (meters)     517.27   (feet)  ADJUSTED  
 LX2806  ___________________________________________________________________
 LX2806  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2806  DYNAMIC HT  -         157.616 (meters)     517.11  (feet)  COMP
 LX2806  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX2806
 LX2806  VERT ORDER  -  FIRST     CLASS II
 LX2806
 LX2806.The horizontal coordinates were scaled from a topographic map and have
 LX2806.an estimated accuracy of +/- 6 seconds.
 LX2806
 LX2806.The orthometric height was determined by differential leveling
 LX2806.and adjusted by the National Geodetic Survey in June 1991..
 LX2806
 LX2806.The geoid height was determined by GEOID03.
 LX2806
 LX2806.The dynamic height is computed by dividing the NAVD 88
 LX2806.geopotential number by the normal gravity value computed on the
 LX2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2806.degrees latitude (g = 980.6199 gals.).
 LX2806
 LX2806.The modeled gravity was interpolated from observed gravity values.
 LX2806
 LX2806;                    North         East    Units  Estimated Accuracy
 LX2806;SPC CT       -   245,800.      278,890.      MT  (+/- 180 meters Scaled)
 LX2806
 LX2806                          SUPERSEDED SURVEY CONTROL
 LX2806
 LX2806.No superseded survey control is available for this station.
 LX2806
 LX2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM613153(NAD 83)
 LX2806_MARKER: DD = SURVEY DISK
 LX2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2806_SP_SET: CONCRETE POST
 LX2806_STAMPING: 12
 LX2806_MARK LOGO: CTGS  
 LX2806_PROJECTION: RECESSED 10 CENTIMETERS
 LX2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2806+STABILITY: SURFACE MOTION
 LX2806
 LX2806  HISTORY     - Date     Condition        Report By
 LX2806  HISTORY     - UNK      MONUMENTED       CTGS
 LX2806  HISTORY     - 1985     GOOD             NGS
 LX2806
 LX2806                          STATION DESCRIPTION
 LX2806
 LX2806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2806'0.9 KM (0.55 MI) WEST FROM PLYMOUTH.
 LX2806'0.9 KM (0.55 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 LX2806'HIGHWAY 262 (SOUTH STREET) IN PLYMOUTH TO THE JUNCTION OF BROADVIEW
 LX2806'HEIGHTS AND THE MARK ON THE RIGHT, 4.78 METERS (15.7 FT)
 LX2806'NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12.59 METERS (41.3
 LX2806'FT) SOUTHEAST OF UTILITY POLE NUMBER 848S WITH TWO GUY WIRES, 6.49
 LX2806'METERS (21.3 FT) SOUTHEAST OF THE EXTENDED CENTER OF BROADVIEW
 LX2806'HEIGHTS, 4.88 METERS (16.0 FT) NORTHWEST OF THE CENTER OF A CONCRETE
 LX2806'HEADWALL FOR A STORM DRAIN, 0.15 METER (0.5 FT) NORTH-NORTHEAST OF THE
 LX2806'HIGHWAY CURB.
 LX2806'THE MARK IS 0.30 METERS  SSW FROM  A WITNESS POST
 LX2806'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1158 ***********************************************************************
 LX1158  DESIGNATION -  12
 LX1158  PID         -  LX1158
 LX1158  STATE/COUNTY-  CT/FAIRFIELD
 LX1158  USGS QUAD   -  STAMFORD (1984)
 LX1158
 LX1158                         *CURRENT SURVEY CONTROL
 LX1158  ___________________________________________________________________
 LX1158* NAD 83(1986)-  41 02 13.     (N)    073 37 02.     (W)     SCALED    
 LX1158* NAVD 88     -        39.982  (meters)     131.17   (feet)  ADJUSTED  
 LX1158  ___________________________________________________________________
 LX1158  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX1158  DYNAMIC HT  -          39.968 (meters)     131.13  (feet)  COMP
 LX1158  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 LX1158
 LX1158  VERT ORDER  -  FIRST     CLASS I
 LX1158
 LX1158.The horizontal coordinates were scaled from a topographic map and have
 LX1158.an estimated accuracy of +/- 6 seconds.
 LX1158
 LX1158.The orthometric height was determined by differential leveling
 LX1158.and adjusted by the National Geodetic Survey in June 1991..
 LX1158
 LX1158.The geoid height was determined by GEOID03.
 LX1158
 LX1158.The dynamic height is computed by dividing the NAVD 88
 LX1158.geopotential number by the normal gravity value computed on the
 LX1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1158.degrees latitude (g = 980.6199 gals.).
 LX1158
 LX1158.The modeled gravity was interpolated from observed gravity values.
 LX1158
 LX1158;                    North         East    Units  Estimated Accuracy
 LX1158;SPC CT       -   175,380.      231,880.      MT  (+/- 180 meters Scaled)
 LX1158
 LX1158                          SUPERSEDED SURVEY CONTROL
 LX1158
 LX1158  NGVD 29 (??/??/92)   40.318  (m)          132.28   (f) ADJ UNCH    1 1
 LX1158
 LX1158.Superseded values are not recommended for survey control.
 LX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1158.See file dsdata.txt to determine how the superseded data were derived.
 LX1158
 LX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL162437(NAD 83)
 LX1158_MARKER: DD = SURVEY DISK
 LX1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1158_STAMPING: 12
 LX1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1158+STABILITY: SURFACE MOTION
 LX1158
 LX1158  HISTORY     - Date     Condition        Report By
 LX1158  HISTORY     - UNK      MONUMENTED       CTGS
 LX1158  HISTORY     - 1965     GOOD             NGS
 LX1158  HISTORY     - 1983     GOOD             NGS
 LX1158  HISTORY     - 1984     GOOD             USPSQD
 LX1158
 LX1158                          STATION DESCRIPTION
 LX1158
 LX1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1158'AT GREENWICH.
 LX1158'AT GREENWICH, ABOUT 0.65 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM
 LX1158'ITS INTERSECTION WITH GREENWICH AVENUE, AT THE INTERSECTION OF
 LX1158'U.S. HIGHWAY 1 AND OLD CHURCH ROAD, 23 FEET WEST OF THE CENTER
 LX1158'LINE OF OLD CHURCH ROAD, 1.5 FEET NORTH OF THE NORTH CURB OF
 LX1158'THE HIGHWAY, 10 1/2 FEET EAST OF POWER LINE POLE NO. 71367,
 LX1158'14 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE POST
 LX1158'OF FENCE AROUND A LAWN, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LX1158'THE TOP OF A CONCRETE POST 2 INCHES BELOW THE LEVEL OF THE
 LX1158'GROUND.
 LX1158
 LX1158                          STATION RECOVERY (1983)
 LX1158
 LX1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1158'RECOVERED IN GOOD CONDITION.
 LX1158
 LX1158                          STATION RECOVERY (1984)
 LX1158
 LX1158'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3106 ***********************************************************************
 LX3106  DESIGNATION -  120 W RESET
 LX3106  PID         -  LX3106
 LX3106  STATE/COUNTY-  CT/TOLLAND
 LX3106  USGS QUAD   -  COLUMBIA (1984)
 LX3106
 LX3106                         *CURRENT SURVEY CONTROL
 LX3106  ___________________________________________________________________
 LX3106* NAD 83(1986)-  41 39 30.     (N)    072 21 59.     (W)     SCALED    
 LX3106* NAVD 88     -       166.487  (meters)     546.22   (feet)  ADJUSTED  
 LX3106  ___________________________________________________________________
 LX3106  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3106  DYNAMIC HT  -         166.428 (meters)     546.02  (feet)  COMP
 LX3106  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LX3106
 LX3106  VERT ORDER  -  FIRST     CLASS II
 LX3106
 LX3106.The horizontal coordinates were scaled from a topographic map and have
 LX3106.an estimated accuracy of +/- 6 seconds.
 LX3106
 LX3106.The orthometric height was determined by differential leveling
 LX3106.and adjusted by the National Geodetic Survey in June 1991..
 LX3106
 LX3106.The geoid height was determined by GEOID03.
 LX3106
 LX3106.The dynamic height is computed by dividing the NAVD 88
 LX3106.geopotential number by the normal gravity value computed on the
 LX3106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3106.degrees latitude (g = 980.6199 gals.).
 LX3106
 LX3106.The modeled gravity was interpolated from observed gravity values.
 LX3106
 LX3106;                    North         East    Units  Estimated Accuracy
 LX3106;SPC CT       -   244,100.      336,750.      MT  (+/- 180 meters Scaled)
 LX3106
 LX3106                          SUPERSEDED SURVEY CONTROL
 LX3106
 LX3106.No superseded survey control is available for this station.
 LX3106
 LX3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM192151(NAD 83)
 LX3106_MARKER: DD = SURVEY DISK
 LX3106_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX3106+WITH SETTING: PAVEMENT
 LX3106_SP_SET: STEPS
 LX3106_STAMPING: 120 W 1923 RESET 1958
 LX3106_MARK LOGO: USGS  
 LX3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3106+STABILITY: SURFACE MOTION
 LX3106
 LX3106  HISTORY     - Date     Condition        Report By
 LX3106  HISTORY     - 1958     MONUMENTED       USGS
 LX3106  HISTORY     - 1986     GOOD             NGS
 LX3106  HISTORY     - 20011227 GOOD             USPSQD
 LX3106
 LX3106                          STATION DESCRIPTION
 LX3106
 LX3106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3106'IN HEBRON.
 LX3106'IN HEBRON, AT THE INTERSECTION OF STATE HIGHWAYS 66 AND 85, AT THE
 LX3106'SOUTHWEST CORNER OF THE CONGREGATIONAL CHURCH, IN THE WEST END OF THE
 LX3106'BOTTOM STEPS.
 LX3106'THE MARK IS 0.18 M ABOVE GROUND.
 LX3106
 LX3106                          STATION RECOVERY (2001)
 LX3106
 LX3106'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX3106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2020 ***********************************************************************
 LX2020  DESIGNATION -  1200
 LX2020  PID         -  LX2020
 LX2020  STATE/COUNTY-  CT/LITCHFIELD
 LX2020  USGS QUAD   -  NEW HARTFORD (1984)
 LX2020
 LX2020                         *CURRENT SURVEY CONTROL
 LX2020  ___________________________________________________________________
 LX2020* NAD 83(1986)-  41 56 23.     (N)    072 55 09.     (W)     SCALED    
 LX2020* NAVD 88     -       307.121  (meters)    1007.61   (feet)  ADJUSTED  
 LX2020  ___________________________________________________________________
 LX2020  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 LX2020  DYNAMIC HT  -         307.024 (meters)    1007.29  (feet)  COMP
 LX2020  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 LX2020
 LX2020  VERT ORDER  -  FIRST     CLASS II
 LX2020
 LX2020.The horizontal coordinates were scaled from a topographic map and have
 LX2020.an estimated accuracy of +/- 6 seconds.
 LX2020
 LX2020.The orthometric height was determined by differential leveling
 LX2020.and adjusted by the National Geodetic Survey in June 1991..
 LX2020
 LX2020.The geoid height was determined by GEOID03.
 LX2020
 LX2020.The dynamic height is computed by dividing the NAVD 88
 LX2020.geopotential number by the normal gravity value computed on the
 LX2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2020.degrees latitude (g = 980.6199 gals.).
 LX2020
 LX2020.The modeled gravity was interpolated from observed gravity values.
 LX2020
 LX2020;                    North         East    Units  Estimated Accuracy
 LX2020;SPC CT       -   275,290.      290,770.      MT  (+/- 180 meters Scaled)
 LX2020
 LX2020                          SUPERSEDED SURVEY CONTROL
 LX2020
 LX2020.No superseded survey control is available for this station.
 LX2020
 LX2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM724451(NAD 83)
 LX2020_MARKER: DD = SURVEY DISK
 LX2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2020_SP_SET: CONCRETE POST
 LX2020_STAMPING: 1200
 LX2020_MARK LOGO: CTGS  
 LX2020_PROJECTION: RECESSED 15 CENTIMETERS
 LX2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2020+STABILITY: SURFACE MOTION
 LX2020
 LX2020  HISTORY     - Date     Condition        Report By
 LX2020  HISTORY     - UNK      MONUMENTED       CTGS
 LX2020  HISTORY     - 1984     GOOD             NGS
 LX2020
 LX2020                          STATION DESCRIPTION
 LX2020
 LX2020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2020'6.5 KM (4.05 MI) SW FROM WEST GRANBY.
 LX2020'6.4 KM (3.95 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION
 LX2020'OF STATE HIGHWAY 20 IN WEST GRANBY, THENCE 0.2 KM (0.1 MI) NORTH ALONG
 LX2020'STATE HIGHWAY 179 TO THE MARK ON THE LEFT, 5.63 METERS (18.5 FT) WEST
 LX2020'OF THE CENTERLINE OF THE HIGHWAY, 10.51 METERS (34.5 FT) SOUTHWEST AND
 LX2020'ACROSS THE HIGHWAY FROM POWER POLE 3939, 14.63 METERS (48.0 FT) SOUTH
 LX2020'OF A 50-CM (20-INCH) PINE TREE.
 LX2020'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LX2020'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3094 ***********************************************************************
 LX3094  DESIGNATION -  1205
 LX3094  PID         -  LX3094
 LX3094  STATE/COUNTY-  CT/HARTFORD
 LX3094  USGS QUAD   -  MARLBOROUGH (1984)
 LX3094
 LX3094                         *CURRENT SURVEY CONTROL
 LX3094  ___________________________________________________________________
 LX3094* NAD 83(1986)-  41 38 21.     (N)    072 26 35.     (W)     SCALED    
 LX3094* NAVD 88     -       111.480  (meters)     365.75   (feet)  ADJUSTED  
 LX3094  ___________________________________________________________________
 LX3094  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3094  DYNAMIC HT  -         111.443 (meters)     365.63  (feet)  COMP
 LX3094  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 LX3094
 LX3094  VERT ORDER  -  FIRST     CLASS II
 LX3094
 LX3094.The horizontal coordinates were scaled from a topographic map and have
 LX3094.an estimated accuracy of +/- 6 seconds.
 LX3094
 LX3094.The orthometric height was determined by differential leveling
 LX3094.and adjusted by the National Geodetic Survey in June 1991..
 LX3094
 LX3094.The geoid height was determined by GEOID03.
 LX3094
 LX3094.The dynamic height is computed by dividing the NAVD 88
 LX3094.geopotential number by the normal gravity value computed on the
 LX3094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3094.degrees latitude (g = 980.6199 gals.).
 LX3094
 LX3094.The modeled gravity was interpolated from observed gravity values.
 LX3094
 LX3094;                    North         East    Units  Estimated Accuracy
 LX3094;SPC CT       -   241,940.      330,370.      MT  (+/- 180 meters Scaled)
 LX3094
 LX3094                          SUPERSEDED SURVEY CONTROL
 LX3094
 LX3094.No superseded survey control is available for this station.
 LX3094
 LX3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM129128(NAD 83)
 LX3094_MARKER: DD = SURVEY DISK
 LX3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3094_SP_SET: CONCRETE POST
 LX3094_STAMPING: 1205
 LX3094_MARK LOGO: CTGS  
 LX3094_PROJECTION: RECESSED 9 CENTIMETERS
 LX3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3094+STABILITY: SURFACE MOTION
 LX3094
 LX3094  HISTORY     - Date     Condition        Report By
 LX3094  HISTORY     - 1936     MONUMENTED       CTGS
 LX3094  HISTORY     - 1986     GOOD             NGS
 LX3094  HISTORY     - 19940922 GOOD             USPSQD
 LX3094  HISTORY     - 19950614 GOOD             USPSQD
 LX3094
 LX3094                          STATION DESCRIPTION
 LX3094
 LX3094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3094'1.9 KM (1.2 MI) EAST FROM MARLBOROUGH.
 LX3094'1.9 KM (1.2 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3094'MARLBOROUGH TO THE MARK ON THE RIGHT, 7.9 METERS (26.0 FT) SOUTHEAST
 LX3094'OF THE CENTERLINE OF THE HIGHWAY, 4.4 METERS (14.5 FT) NORTH OF POWER
 LX3094'POLE NO. 291.
 LX3094'THE MARK IS 0.27 METERS  NE FROM  A WITNESS POST
 LX3094'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX3094
 LX3094                          STATION RECOVERY (1994)
 LX3094
 LX3094'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3094'RECOVERED IN GOOD CONDITION.
 LX3094
 LX3094                          STATION RECOVERY (1995)
 LX3094
 LX3094'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3096 ***********************************************************************
 LX3096  DESIGNATION -  1206
 LX3096  PID         -  LX3096
 LX3096  STATE/COUNTY-  CT/HARTFORD
 LX3096  USGS QUAD   -  MARLBOROUGH (1984)
 LX3096
 LX3096                         *CURRENT SURVEY CONTROL
 LX3096  ___________________________________________________________________
 LX3096* NAD 83(1986)-  41 38 34.     (N)    072 26 16.     (W)     SCALED    
 LX3096* NAVD 88     -        91.762  (meters)     301.06   (feet)  ADJUSTED  
 LX3096  ___________________________________________________________________
 LX3096  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3096  DYNAMIC HT  -          91.731 (meters)     300.95  (feet)  COMP
 LX3096  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LX3096
 LX3096  VERT ORDER  -  FIRST     CLASS II
 LX3096
 LX3096.The horizontal coordinates were scaled from a topographic map and have
 LX3096.an estimated accuracy of +/- 6 seconds.
 LX3096
 LX3096.The orthometric height was determined by differential leveling
 LX3096.and adjusted by the National Geodetic Survey in June 1991..
 LX3096
 LX3096.The geoid height was determined by GEOID03.
 LX3096
 LX3096.The dynamic height is computed by dividing the NAVD 88
 LX3096.geopotential number by the normal gravity value computed on the
 LX3096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3096.degrees latitude (g = 980.6199 gals.).
 LX3096
 LX3096.The modeled gravity was interpolated from observed gravity values.
 LX3096
 LX3096;                    North         East    Units  Estimated Accuracy
 LX3096;SPC CT       -   242,340.      330,810.      MT  (+/- 180 meters Scaled)
 LX3096
 LX3096                          SUPERSEDED SURVEY CONTROL
 LX3096
 LX3096.No superseded survey control is available for this station.
 LX3096
 LX3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM133132(NAD 83)
 LX3096_MARKER: DD = SURVEY DISK
 LX3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3096_SP_SET: CONCRETE POST
 LX3096_STAMPING: 1206
 LX3096_MARK LOGO: CTGS  
 LX3096_PROJECTION: RECESSED 9 CENTIMETERS
 LX3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3096+STABILITY: SURFACE MOTION
 LX3096
 LX3096  HISTORY     - Date     Condition        Report By
 LX3096  HISTORY     - 1936     MONUMENTED       CTGS
 LX3096  HISTORY     - 1986     GOOD             NGS
 LX3096  HISTORY     - 19940922 GOOD             USPSQD
 LX3096
 LX3096                          STATION DESCRIPTION
 LX3096
 LX3096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3096'2.6 KM (1.6 MI) EAST FROM MARLBOROUGH.
 LX3096'2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3096'MARLBOROUGH TO THE MARK ON THE LEFT, 7.4 METERS (24.6 FT) NORTHWEST OF
 LX3096'THE CENTERLINE OF THE HIGHWAY, 24.9 METERS (82.0 FT) SOUTHWEST OF THE
 LX3096'EXTENDED CENTER OF BLACKLEDGE DRIVE, 28.9 METERS (95.0 FT) SOUTHWEST
 LX3096'OF THE CENTERLINE OF A ROAD.
 LX3096'THE MARK IS 0.24 METERS  SE FROM  A WITNESS POST
 LX3096'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LX3096
 LX3096                          STATION RECOVERY (1994)
 LX3096
 LX3096'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3097 ***********************************************************************
 LX3097  DESIGNATION -  1207
 LX3097  PID         -  LX3097
 LX3097  STATE/COUNTY-  CT/TOLLAND
 LX3097  USGS QUAD   -  MARLBOROUGH (1984)
 LX3097
 LX3097                         *CURRENT SURVEY CONTROL
 LX3097  ___________________________________________________________________
 LX3097* NAD 83(1986)-  41 38 52.     (N)    072 25 10.     (W)     SCALED    
 LX3097* NAVD 88     -       129.910  (meters)     426.21   (feet)  ADJUSTED  
 LX3097  ___________________________________________________________________
 LX3097  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX3097  DYNAMIC HT  -         129.866 (meters)     426.07  (feet)  COMP
 LX3097  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LX3097
 LX3097  VERT ORDER  -  FIRST     CLASS II
 LX3097
 LX3097.The horizontal coordinates were scaled from a topographic map and have
 LX3097.an estimated accuracy of +/- 6 seconds.
 LX3097
 LX3097.The orthometric height was determined by differential leveling
 LX3097.and adjusted by the National Geodetic Survey in June 1991..
 LX3097
 LX3097.The geoid height was determined by GEOID03.
 LX3097
 LX3097.The dynamic height is computed by dividing the NAVD 88
 LX3097.geopotential number by the normal gravity value computed on the
 LX3097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3097.degrees latitude (g = 980.6199 gals.).
 LX3097
 LX3097.The modeled gravity was interpolated from observed gravity values.
 LX3097
 LX3097;                    North         East    Units  Estimated Accuracy
 LX3097;SPC CT       -   242,900.      332,340.      MT  (+/- 180 meters Scaled)
 LX3097
 LX3097                          SUPERSEDED SURVEY CONTROL
 LX3097
 LX3097.No superseded survey control is available for this station.
 LX3097
 LX3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM148138(NAD 83)
 LX3097_MARKER: DD = SURVEY DISK
 LX3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3097_SP_SET: CONCRETE POST
 LX3097_STAMPING: 1207
 LX3097_MARK LOGO: CTGS  
 LX3097_PROJECTION: RECESSED 24 CENTIMETERS
 LX3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3097+STABILITY: SURFACE MOTION
 LX3097
 LX3097  HISTORY     - Date     Condition        Report By
 LX3097  HISTORY     - 1963     MONUMENTED       CTGS
 LX3097  HISTORY     - 1986     GOOD             NGS
 LX3097
 LX3097                          STATION DESCRIPTION
 LX3097
 LX3097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3097'4.3 KM (2.7 MI) EAST FROM MARLBOROUGH.
 LX3097'4.3 KM (2.7 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3097'MARLBOROUGH TO THE MARK ON THE LEFT, 7.2 METERS (23.7 FT) NORTH OF THE
 LX3097'CENTERLINE OF THE HIGHWAY, 13.3 METERS (43.8 FT) NORTH OF POWER POLE
 LX3097'NO. 1180, 1.4 METERS (4.7 FT) SOUTHWEST OF A 3/4-INCH DRILL HOLE IN A
 LX3097'3 BY 4-FOOT BOULDER.
 LX3097'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 LX3097'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3098 ***********************************************************************
 LX3098  DESIGNATION -  1208
 LX3098  PID         -  LX3098
 LX3098  STATE/COUNTY-  CT/TOLLAND
 LX3098  USGS QUAD   -  MARLBOROUGH (1984)
 LX3098
 LX3098                         *CURRENT SURVEY CONTROL
 LX3098  ___________________________________________________________________
 LX3098* NAD 83(1986)-  41 38 48.     (N)    072 24 45.     (W)     SCALED    
 LX3098* NAVD 88     -       142.413  (meters)     467.23   (feet)  ADJUSTED  
 LX3098  ___________________________________________________________________
 LX3098  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX3098  DYNAMIC HT  -         142.365 (meters)     467.08  (feet)  COMP
 LX3098  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 LX3098
 LX3098  VERT ORDER  -  FIRST     CLASS II
 LX3098
 LX3098.The horizontal coordinates were scaled from a topographic map and have
 LX3098.an estimated accuracy of +/- 6 seconds.
 LX3098
 LX3098.The orthometric height was determined by differential leveling
 LX3098.and adjusted by the National Geodetic Survey in June 1991..
 LX3098
 LX3098.The geoid height was determined by GEOID03.
 LX3098
 LX3098.The dynamic height is computed by dividing the NAVD 88
 LX3098.geopotential number by the normal gravity value computed on the
 LX3098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3098.degrees latitude (g = 980.6199 gals.).
 LX3098
 LX3098.The modeled gravity was interpolated from observed gravity values.
 LX3098
 LX3098;                    North         East    Units  Estimated Accuracy
 LX3098;SPC CT       -   242,780.      332,920.      MT  (+/- 180 meters Scaled)
 LX3098
 LX3098                          SUPERSEDED SURVEY CONTROL
 LX3098
 LX3098.No superseded survey control is available for this station.
 LX3098
 LX3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM154137(NAD 83)
 LX3098_MARKER: DD = SURVEY DISK
 LX3098_SETTING: 80 = SET IN A BOULDER
 LX3098_SP_SET: BOULDER
 LX3098_STAMPING: 1208
 LX3098_MARK LOGO: CTGS  
 LX3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3098+STABILITY: SURFACE MOTION
 LX3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3098+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2002
 LX3098
 LX3098  HISTORY     - Date     Condition        Report By
 LX3098  HISTORY     - 1937     MONUMENTED       CTGS
 LX3098  HISTORY     - 1986     GOOD             NGS
 LX3098  HISTORY     - 20020103 GOOD             USPSQD
 LX3098
 LX3098                          STATION DESCRIPTION
 LX3098
 LX3098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3098'4.9 KM (3.05 MI) EAST FROM MARLBOROUGH.
 LX3098'4.9 KM (3.05 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3098'MARLBOROUGH TO THE MARK ON THE RIGHT, ALSO 4.9 KM (3.05 MI) WEST ALONG
 LX3098'STATE HIGHWAY 66 FROM THE POST OFFICE IN HEBRON, 7.7 METERS (25.3 FT)
 LX3098'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 16.2 METERS (53.3 FT) WEST OF
 LX3098'POWER POLE NO. 1009, 13.1 METERS (43.0 FT) EAST OF THE CENTER OF A
 LX3098'DRIVEWAY.
 LX3098'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 LX3098'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LX3098
 LX3098                          STATION RECOVERY (2002)
 LX3098
 LX3098'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LX3098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3115 ***********************************************************************
 LX3115  DESIGNATION -  121 W
 LX3115  PID         -  LX3115
 LX3115  STATE/COUNTY-  CT/TOLLAND
 LX3115  USGS QUAD   -  COLUMBIA (1984)
 LX3115
 LX3115                         *CURRENT SURVEY CONTROL
 LX3115  ___________________________________________________________________
 LX3115* NAD 83(1986)-  41 42 01.     (N)    072 18 15.     (W)     SCALED    
 LX3115* NAVD 88     -       143.962  (meters)     472.32   (feet)  ADJUSTED  
 LX3115  ___________________________________________________________________
 LX3115  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX3115  DYNAMIC HT  -         143.911 (meters)     472.15  (feet)  COMP
 LX3115  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 LX3115
 LX3115  VERT ORDER  -  FIRST     CLASS II
 LX3115
 LX3115.The horizontal coordinates were scaled from a topographic map and have
 LX3115.an estimated accuracy of +/- 6 seconds.
 LX3115
 LX3115.The orthometric height was determined by differential leveling
 LX3115.and adjusted by the National Geodetic Survey in June 1991..
 LX3115
 LX3115.The geoid height was determined by GEOID03.
 LX3115
 LX3115.The dynamic height is computed by dividing the NAVD 88
 LX3115.geopotential number by the normal gravity value computed on the
 LX3115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3115.degrees latitude (g = 980.6199 gals.).
 LX3115
 LX3115.The modeled gravity was interpolated from observed gravity values.
 LX3115
 LX3115;                    North         East    Units  Estimated Accuracy
 LX3115;SPC CT       -   248,780.      341,910.      MT  (+/- 180 meters Scaled)
 LX3115
 LX3115                          SUPERSEDED SURVEY CONTROL
 LX3115
 LX3115.No superseded survey control is available for this station.
 LX3115
 LX3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM243200(NAD 83)
 LX3115_MARKER: DD = SURVEY DISK
 LX3115_SETTING: 66 = SET IN ROCK OUTCROP
 LX3115_SP_SET: ROCK OUTCROP
 LX3115_STAMPING: 121 W 1923 473
 LX3115_MARK LOGO: USGS  
 LX3115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3115+STABILITY: POSITION/ELEVATION WELL
 LX3115
 LX3115  HISTORY     - Date     Condition        Report By
 LX3115  HISTORY     - 1923     MONUMENTED       USGS
 LX3115  HISTORY     - 1986     GOOD             NGS
 LX3115
 LX3115                          STATION DESCRIPTION
 LX3115
 LX3115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3115'0.5 KM (0.3 MI) WEST FROM COLUMBIA.
 LX3115'0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3115'COLUMBIA TO THE MARK ON THE LEFT, AT THE NORTH END OF A LARGE OUTCROP
 LX3115'ROCK, 18.5 METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX3115'HIGHWAY.
 LX3115'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3111 ***********************************************************************
 LX3111  DESIGNATION -  1212 X
 LX3111  PID         -  LX3111
 LX3111  STATE/COUNTY-  CT/TOLLAND
 LX3111  USGS QUAD   -  COLUMBIA (1984)
 LX3111
 LX3111                         *CURRENT SURVEY CONTROL
 LX3111  ___________________________________________________________________
 LX3111* NAD 83(1986)-  41 40 37.     (N)    072 20 17.     (W)     SCALED    
 LX3111* NAVD 88     -       221.166  (meters)     725.61   (feet)  ADJUSTED  
 LX3111  ___________________________________________________________________
 LX3111  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3111  DYNAMIC HT  -         221.089 (meters)     725.36  (feet)  COMP
 LX3111  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LX3111
 LX3111  VERT ORDER  -  FIRST     CLASS II
 LX3111
 LX3111.The horizontal coordinates were scaled from a topographic map and have
 LX3111.an estimated accuracy of +/- 6 seconds.
 LX3111
 LX3111.The orthometric height was determined by differential leveling
 LX3111.and adjusted by the National Geodetic Survey in June 1991..
 LX3111
 LX3111.The geoid height was determined by GEOID03.
 LX3111
 LX3111.The dynamic height is computed by dividing the NAVD 88
 LX3111.geopotential number by the normal gravity value computed on the
 LX3111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3111.degrees latitude (g = 980.6199 gals.).
 LX3111
 LX3111.The modeled gravity was interpolated from observed gravity values.
 LX3111
 LX3111;                    North         East    Units  Estimated Accuracy
 LX3111;SPC CT       -   246,170.      339,100.      MT  (+/- 180 meters Scaled)
 LX3111
 LX3111                          SUPERSEDED SURVEY CONTROL
 LX3111
 LX3111.No superseded survey control is available for this station.
 LX3111
 LX3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM215173(NAD 83)
 LX3111_MARKER: DD = SURVEY DISK
 LX3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3111_SP_SET: CONCRETE POST
 LX3111_STAMPING: 1212 X
 LX3111_MARK LOGO: CTGS  
 LX3111_PROJECTION: RECESSED 15 CENTIMETERS
 LX3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3111+STABILITY: SURFACE MOTION
 LX3111
 LX3111  HISTORY     - Date     Condition        Report By
 LX3111  HISTORY     - 1952     MONUMENTED       CTGS
 LX3111  HISTORY     - 1986     GOOD             NGS
 LX3111
 LX3111                          STATION DESCRIPTION
 LX3111
 LX3111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3111'2.6 KM (1.6 MI) EAST FROM HEBRON.
 LX3111'2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3111'HEBRON TO THE MARK ON THE RIGHT, 7.1 METERS (23.3 FT) SOUTHEAST OF THE
 LX3111'CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.0 FT) SOUTHWEST OF THE
 LX3111'CENTER OF A DRIVEWAY, 7.6 METERS (25.0 FT) NORTHWEST OF A FENCELINE,
 LX3111'2.4 METERS (8.2 FT) NORTHEAST OF POWER POLE NO. 1240.
 LX3111'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 LX3111'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2155 ***********************************************************************
 LX2155  DESIGNATION -  1217 X
 LX2155  PID         -  LX2155
 LX2155  STATE/COUNTY-  CT/TOLLAND
 LX2155  USGS QUAD   -  COLUMBIA (1984)
 LX2155
 LX2155                         *CURRENT SURVEY CONTROL
 LX2155  ___________________________________________________________________
 LX2155* NAD 83(1986)-  41 44 19.     (N)    072 22 03.     (W)     SCALED    
 LX2155* NAVD 88     -       103.358  (meters)     339.10   (feet)  ADJUSTED  
 LX2155  ___________________________________________________________________
 LX2155  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2155  DYNAMIC HT  -         103.322 (meters)     338.98  (feet)  COMP
 LX2155  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LX2155
 LX2155  VERT ORDER  -  FIRST     CLASS II
 LX2155
 LX2155.The horizontal coordinates were scaled from a topographic map and have
 LX2155.an estimated accuracy of +/- 6 seconds.
 LX2155
 LX2155.The orthometric height was determined by differential leveling
 LX2155.and adjusted by the National Geodetic Survey in June 1991..
 LX2155
 LX2155.The geoid height was determined by GEOID03.
 LX2155
 LX2155.The dynamic height is computed by dividing the NAVD 88
 LX2155.geopotential number by the normal gravity value computed on the
 LX2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2155.degrees latitude (g = 980.6199 gals.).
 LX2155
 LX2155.The modeled gravity was interpolated from observed gravity values.
 LX2155
 LX2155;                    North         East    Units  Estimated Accuracy
 LX2155;SPC CT       -   253,010.      336,620.      MT  (+/- 180 meters Scaled)
 LX2155
 LX2155                          SUPERSEDED SURVEY CONTROL
 LX2155
 LX2155.No superseded survey control is available for this station.
 LX2155
 LX2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM189241(NAD 83)
 LX2155_MARKER: DD = SURVEY DISK
 LX2155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2155_SP_SET: CURBING
 LX2155_STAMPING: 1217 X
 LX2155_MARK LOGO: CTGS  
 LX2155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2155
 LX2155  HISTORY     - Date     Condition        Report By
 LX2155  HISTORY     - UNK      MONUMENTED       CTGS
 LX2155  HISTORY     - 1984     GOOD             NGS
 LX2155  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 LX2155
 LX2155                          STATION DESCRIPTION
 LX2155
 LX2155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2155'0.9 KM (0.55 MI) EAST FROM ANDOVER.
 LX2155'0.9 KM (0.55 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2155'ANDOVER TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH STONE CURBING
 LX2155'AROUND A GRANITE WORLD WAR MEMORIAL, 9.14 METERS (30.0 FT) NORTH OF
 LX2155'THE CENTERLINE OF THE HIGHWAY, 3.84 METERS (12.6 FT) SOUTHEAST OF THE
 LX2155'SOUTHEAST CORNER OF THE GRANITE BASE OF THE MEMORIAL, 3.60 METERS
 LX2155'(11.7 FT) WEST OF THE EAST END OF THE CURBING.
 LX2155'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2155
 LX2155                          STATION RECOVERY (2002)
 LX2155
 LX2155'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX2155'WAR MEMORIAL IS NOW ON SW CORNER OF US ROUTE 6 AND STATE ROUTE 316,
 LX2155'ABOUT 0.5 MILES EAST OF ANDOVER POST OFFICE, ON RIGHT. NO DISK WAS
 LX2155'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2157 ***********************************************************************
 LX2157  DESIGNATION -  1218
 LX2157  PID         -  LX2157
 LX2157  STATE/COUNTY-  CT/TOLLAND
 LX2157  USGS QUAD   -  COLUMBIA (1984)
 LX2157
 LX2157                         *CURRENT SURVEY CONTROL
 LX2157  ___________________________________________________________________
 LX2157* NAD 83(1986)-  41 44 19.     (N)    072 22 22.     (W)     SCALED    
 LX2157* NAVD 88     -       100.913  (meters)     331.08   (feet)  ADJUSTED  
 LX2157  ___________________________________________________________________
 LX2157  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2157  DYNAMIC HT  -         100.878 (meters)     330.96  (feet)  COMP
 LX2157  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 LX2157
 LX2157  VERT ORDER  -  FIRST     CLASS II
 LX2157
 LX2157.The horizontal coordinates were scaled from a topographic map and have
 LX2157.an estimated accuracy of +/- 6 seconds.
 LX2157
 LX2157.The orthometric height was determined by differential leveling
 LX2157.and adjusted by the National Geodetic Survey in June 1991..
 LX2157
 LX2157.The geoid height was determined by GEOID03.
 LX2157
 LX2157.The dynamic height is computed by dividing the NAVD 88
 LX2157.geopotential number by the normal gravity value computed on the
 LX2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2157.degrees latitude (g = 980.6199 gals.).
 LX2157
 LX2157.The modeled gravity was interpolated from observed gravity values.
 LX2157
 LX2157;                    North         East    Units  Estimated Accuracy
 LX2157;SPC CT       -   253,010.      336,180.      MT  (+/- 180 meters Scaled)
 LX2157
 LX2157                          SUPERSEDED SURVEY CONTROL
 LX2157
 LX2157.No superseded survey control is available for this station.
 LX2157
 LX2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM184240(NAD 83)
 LX2157_MARKER: DD = SURVEY DISK
 LX2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2157_SP_SET: CONCRETE POST
 LX2157_STAMPING: 1218
 LX2157_MARK LOGO: CTGS  
 LX2157_PROJECTION: FLUSH
 LX2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2157+STABILITY: SURFACE MOTION
 LX2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2157+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 LX2157
 LX2157  HISTORY     - Date     Condition        Report By
 LX2157  HISTORY     - UNK      MONUMENTED       CTGS
 LX2157  HISTORY     - 1984     GOOD             NGS
 LX2157  HISTORY     - 20020129 GOOD             USPSQD
 LX2157
 LX2157                          STATION DESCRIPTION
 LX2157
 LX2157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2157'0.4 KM (0.25 MI) EAST FROM ANDOVER.
 LX2157'0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2157'ANDOVER TO THE MARK ON THE RIGHT, 7.62 METERS (25.0 FT) SOUTH OF THE
 LX2157'CENTERLINE OF THE HIGHWAY, 28.04 METERS (92.0 FT) WEST AND ACROSS THE
 LX2157'HIGHWAY FROM UTILITY POLE 252-1/2, 24.38 METERS (80.0 FT) SOUTHEAST
 LX2157'AND ACROSS THE HIGHWAY FROM UTILITY POLE 253.
 LX2157'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2157
 LX2157                          STATION RECOVERY (2002)
 LX2157
 LX2157'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX2157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2161 ***********************************************************************
 LX2161  DESIGNATION -  1220 X
 LX2161  PID         -  LX2161
 LX2161  STATE/COUNTY-  CT/TOLLAND
 LX2161  USGS QUAD   -  ROCKVILLE (1984)
 LX2161
 LX2161                         *CURRENT SURVEY CONTROL
 LX2161  ___________________________________________________________________
 LX2161* NAD 83(1986)-  41 45 48.     (N)    072 24 20.     (W)     SCALED    
 LX2161* NAVD 88     -       109.488  (meters)     359.21   (feet)  ADJUSTED  
 LX2161  ___________________________________________________________________
 LX2161  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2161  DYNAMIC HT  -         109.450 (meters)     359.09  (feet)  COMP
 LX2161  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX2161
 LX2161  VERT ORDER  -  FIRST     CLASS II
 LX2161
 LX2161.The horizontal coordinates were scaled from a topographic map and have
 LX2161.an estimated accuracy of +/- 6 seconds.
 LX2161
 LX2161.The orthometric height was determined by differential leveling
 LX2161.and adjusted by the National Geodetic Survey in June 1991..
 LX2161
 LX2161.The geoid height was determined by GEOID03.
 LX2161
 LX2161.The dynamic height is computed by dividing the NAVD 88
 LX2161.geopotential number by the normal gravity value computed on the
 LX2161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2161.degrees latitude (g = 980.6199 gals.).
 LX2161
 LX2161.The modeled gravity was interpolated from observed gravity values.
 LX2161
 LX2161;                    North         East    Units  Estimated Accuracy
 LX2161;SPC CT       -   255,740.      333,440.      MT  (+/- 180 meters Scaled)
 LX2161
 LX2161                          SUPERSEDED SURVEY CONTROL
 LX2161
 LX2161.No superseded survey control is available for this station.
 LX2161
 LX2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM156267(NAD 83)
 LX2161_MARKER: DD = SURVEY DISK
 LX2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2161_SP_SET: CONCRETE POST
 LX2161_STAMPING: 1220 X
 LX2161_MARK LOGO: CTGS  
 LX2161_PROJECTION: FLUSH
 LX2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2161+STABILITY: SURFACE MOTION
 LX2161
 LX2161  HISTORY     - Date     Condition        Report By
 LX2161  HISTORY     - UNK      MONUMENTED       CTGS
 LX2161  HISTORY     - 1984     GOOD             NGS
 LX2161
 LX2161                          STATION DESCRIPTION
 LX2161
 LX2161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2161'3.7 KM (2.3 MI) WNW FROM ANDOVER.
 LX2161'3.7 KM (2.3 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST
 LX2161'OFFICE IN ANDOVER TO THE MARK ON THE LEFT, 0.2 KM (0.1 MI) SOUTHEAST
 LX2161'OF THE ANDOVER - COVENTRY TOWN LINE, 13.60 METERS (44.6 FT) SOUTHWEST
 LX2161'OF THE CENTERLINE OF THE HIGHWAY, 22.10 METERS (72.5 FT) SOUTHEAST OF
 LX2161'UTILITY POLE 145, 16.03 METERS (52.6 FT) SOUTH OF THE EAST CORNER OF
 LX2161'AN L-SHAPED CONCRETE HEADWALL.
 LX2161'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 LX2161'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2167 ***********************************************************************
 LX2167  DESIGNATION -  1223
 LX2167  PID         -  LX2167
 LX2167  STATE/COUNTY-  CT/TOLLAND
 LX2167  USGS QUAD   -  ROCKVILLE (1984)
 LX2167
 LX2167                         *CURRENT SURVEY CONTROL
 LX2167  ___________________________________________________________________
 LX2167* NAD 83(1986)-  41 47 04.     (N)    072 27 38.     (W)     SCALED    
 LX2167* NAVD 88     -       191.953  (meters)     629.77   (feet)  ADJUSTED  
 LX2167  ___________________________________________________________________
 LX2167  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2167  DYNAMIC HT  -         191.889 (meters)     629.56  (feet)  COMP
 LX2167  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 LX2167
 LX2167  VERT ORDER  -  FIRST     CLASS II
 LX2167
 LX2167.The horizontal coordinates were scaled from a topographic map and have
 LX2167.an estimated accuracy of +/- 6 seconds.
 LX2167
 LX2167.The orthometric height was determined by differential leveling
 LX2167.and adjusted by the National Geodetic Survey in June 1991..
 LX2167
 LX2167.The geoid height was determined by GEOID03.
 LX2167
 LX2167.The dynamic height is computed by dividing the NAVD 88
 LX2167.geopotential number by the normal gravity value computed on the
 LX2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2167.degrees latitude (g = 980.6199 gals.).
 LX2167
 LX2167.The modeled gravity was interpolated from observed gravity values.
 LX2167
 LX2167;                    North         East    Units  Estimated Accuracy
 LX2167;SPC CT       -   258,070.      328,860.      MT  (+/- 180 meters Scaled)
 LX2167
 LX2167                          SUPERSEDED SURVEY CONTROL
 LX2167
 LX2167.No superseded survey control is available for this station.
 LX2167
 LX2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM110289(NAD 83)
 LX2167_MARKER: DD = SURVEY DISK
 LX2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2167_SP_SET: CONCRETE POST
 LX2167_STAMPING: 1223
 LX2167_MARK LOGO: CTGS  
 LX2167_PROJECTION: FLUSH
 LX2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2167+STABILITY: SURFACE MOTION
 LX2167
 LX2167  HISTORY     - Date     Condition        Report By
 LX2167  HISTORY     - UNK      MONUMENTED       CTGS
 LX2167  HISTORY     - 1984     GOOD             NGS
 LX2167
 LX2167                          STATION DESCRIPTION
 LX2167
 LX2167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2167'5.7 KM (3.55 MI) EAST FROM MANCHESTER.
 LX2167'5.7 KM (3.55 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2167'OFFICE IN MANCHESTER TO THE MARK ON THE RIGHT, BETWEEN UTILITY POLES
 LX2167'93 AND 94, ALSO 9.0 KM (5.6 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM
 LX2167'THE POST OFFICE IN ANDOVER, 8.53 METERS (28.0 FT) SOUTH OF THE
 LX2167'CENTERLINE OF THE HIGHWAYS, 29.90 METERS (98.0 FT) WEST OF UTILITY
 LX2167'POLE 94, 5.63 METERS (18.5 FT) EAST OF UTILITY POLE 93.
 LX2167'THE MARK IS 0.25 METERS  E FROM A WITNESS POST.
 LX2167'THE MARK IS 0.30 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2168 ***********************************************************************
 LX2168  DESIGNATION -  1224
 LX2168  PID         -  LX2168
 LX2168  STATE/COUNTY-  CT/TOLLAND
 LX2168  USGS QUAD   -  ROCKVILLE (1984)
 LX2168
 LX2168                         *CURRENT SURVEY CONTROL
 LX2168  ___________________________________________________________________
 LX2168* NAD 83(1986)-  41 47 01.     (N)    072 27 58.     (W)     SCALED    
 LX2168* NAVD 88     -       162.494  (meters)     533.12   (feet)  ADJUSTED  
 LX2168  ___________________________________________________________________
 LX2168  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2168  DYNAMIC HT  -         162.440 (meters)     532.94  (feet)  COMP
 LX2168  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX2168
 LX2168  VERT ORDER  -  FIRST     CLASS II
 LX2168
 LX2168.The horizontal coordinates were scaled from a topographic map and have
 LX2168.an estimated accuracy of +/- 6 seconds.
 LX2168
 LX2168.The orthometric height was determined by differential leveling
 LX2168.and adjusted by the National Geodetic Survey in June 1991..
 LX2168
 LX2168.The geoid height was determined by GEOID03.
 LX2168
 LX2168.The dynamic height is computed by dividing the NAVD 88
 LX2168.geopotential number by the normal gravity value computed on the
 LX2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2168.degrees latitude (g = 980.6199 gals.).
 LX2168
 LX2168.The modeled gravity was interpolated from observed gravity values.
 LX2168
 LX2168;                    North         East    Units  Estimated Accuracy
 LX2168;SPC CT       -   257,980.      328,400.      MT  (+/- 180 meters Scaled)
 LX2168
 LX2168                          SUPERSEDED SURVEY CONTROL
 LX2168
 LX2168.No superseded survey control is available for this station.
 LX2168
 LX2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM105288(NAD 83)
 LX2168_MARKER: DD = SURVEY DISK
 LX2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2168_SP_SET: CONCRETE POST
 LX2168_STAMPING: 1224
 LX2168_MARK LOGO: CTGS  
 LX2168_PROJECTION: FLUSH
 LX2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2168+STABILITY: SURFACE MOTION
 LX2168
 LX2168  HISTORY     - Date     Condition        Report By
 LX2168  HISTORY     - UNK      MONUMENTED       CTGS
 LX2168  HISTORY     - 1984     GOOD             NGS
 LX2168
 LX2168                          STATION DESCRIPTION
 LX2168
 LX2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2168'5.2 KM (3.25 MI) EAST FROM MANCHESTER.
 LX2168'5.2 KM (3.25 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2168'OFFICE IN MANCHESTER TO THE MARK ON THE RIGHT, IN A GRASSY MEDIAN, AT
 LX2168'THE JUNCTION OF STATE HIGHWAY 85 (BOLTON CENTER ROAD), 11.43 METERS
 LX2168'(37.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 18.00 METERS
 LX2168'(59.0 FT) WEST OF THE EAST END OF THE MEDIAN, 11.27 METERS (37.0 FT)
 LX2168'WEST OF A TRAFFIC SIGNAL BRACE POLE, 9.44 METERS (31.0 FT) NORTH OF
 LX2168'THE CENTER OF HILLCREST ROAD.
 LX2168'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LX2168'THE MARK IS 0.30 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2171 ***********************************************************************
 LX2171  DESIGNATION -  1225 X
 LX2171  PID         -  LX2171
 LX2171  STATE/COUNTY-  CT/HARTFORD
 LX2171  USGS QUAD   -  ROCKVILLE (1984)
 LX2171
 LX2171                         *CURRENT SURVEY CONTROL
 LX2171  ___________________________________________________________________
 LX2171* NAD 83(1986)-  41 47 07.     (N)    072 29 41.     (W)     SCALED    
 LX2171* NAVD 88     -       108.609  (meters)     356.33   (feet)  ADJUSTED  
 LX2171  ___________________________________________________________________
 LX2171  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2171  DYNAMIC HT  -         108.574 (meters)     356.21  (feet)  COMP
 LX2171  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 LX2171
 LX2171  VERT ORDER  -  FIRST     CLASS II
 LX2171
 LX2171.The horizontal coordinates were scaled from a topographic map and have
 LX2171.an estimated accuracy of +/- 6 seconds.
 LX2171
 LX2171.The orthometric height was determined by differential leveling
 LX2171.and adjusted by the National Geodetic Survey in June 1991..
 LX2171
 LX2171.The geoid height was determined by GEOID03.
 LX2171
 LX2171.The dynamic height is computed by dividing the NAVD 88
 LX2171.geopotential number by the normal gravity value computed on the
 LX2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2171.degrees latitude (g = 980.6199 gals.).
 LX2171
 LX2171.The modeled gravity was interpolated from observed gravity values.
 LX2171
 LX2171;                    North         East    Units  Estimated Accuracy
 LX2171;SPC CT       -   258,160.      326,020.      MT  (+/- 180 meters Scaled)
 LX2171
 LX2171                          SUPERSEDED SURVEY CONTROL
 LX2171
 LX2171.No superseded survey control is available for this station.
 LX2171
 LX2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM081289(NAD 83)
 LX2171_MARKER: DD = SURVEY DISK
 LX2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2171_SP_SET: CONCRETE POST
 LX2171_STAMPING: 1225 X
 LX2171_MARK LOGO: CTGS  
 LX2171_PROJECTION: FLUSH
 LX2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2171+STABILITY: SURFACE MOTION
 LX2171
 LX2171  HISTORY     - Date     Condition        Report By
 LX2171  HISTORY     - UNK      MONUMENTED       CTGS
 LX2171  HISTORY     - 1984     GOOD             NGS
 LX2171
 LX2171                          STATION DESCRIPTION
 LX2171
 LX2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2171'2.8 KM (1.75 MI) EAST FROM MANCHESTER.
 LX2171'2.8 KM (1.75 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2171'OFFICE IN MANCHESTER TO THE MARK ON THE LEFT, IN FRONT OF THE
 LX2171'CONNECTICUT NATIONAL BANK, BETWEEN THE CURB AND SIDEWALK, 7.92 METERS
 LX2171'(26.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAYS, 19.84 METERS
 LX2171'(65.1 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE BANK, 1.61 METERS
 LX2171'(5.3 FT) NORTHWEST OF A DRILL HOLE IN THE TOP OF THE CENTER OF A
 LX2171'HEAWALL FOR A CATCH BASIN.
 LX2171'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2953 ***********************************************************************
 LX2953  DESIGNATION -  1228 X
 LX2953  PID         -  LX2953
 LX2953  STATE/COUNTY-  CT/HARTFORD
 LX2953  USGS QUAD   -  MANCHESTER (1992)
 LX2953
 LX2953                         *CURRENT SURVEY CONTROL
 LX2953  ___________________________________________________________________
 LX2953* NAD 83(1986)-  41 48 12.     (N)    072 31 05.     (W)     SCALED    
 LX2953* NAVD 88     -        62.683  (meters)     205.65   (feet)  ADJUSTED  
 LX2953  ___________________________________________________________________
 LX2953  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX2953  DYNAMIC HT  -          62.663 (meters)     205.59  (feet)  COMP
 LX2953  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 LX2953
 LX2953  VERT ORDER  -  FIRST     CLASS II
 LX2953
 LX2953.The horizontal coordinates were scaled from a topographic map and have
 LX2953.an estimated accuracy of +/- 6 seconds.
 LX2953
 LX2953.The orthometric height was determined by differential leveling
 LX2953.and adjusted by the National Geodetic Survey in June 1991..
 LX2953
 LX2953.The geoid height was determined by GEOID03.
 LX2953
 LX2953.The dynamic height is computed by dividing the NAVD 88
 LX2953.geopotential number by the normal gravity value computed on the
 LX2953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2953.degrees latitude (g = 980.6199 gals.).
 LX2953
 LX2953.The modeled gravity was interpolated from observed gravity values.
 LX2953
 LX2953;                    North         East    Units  Estimated Accuracy
 LX2953;SPC CT       -   260,160.      324,080.      MT  (+/- 180 meters Scaled)
 LX2953
 LX2953                          SUPERSEDED SURVEY CONTROL
 LX2953
 LX2953.No superseded survey control is available for this station.
 LX2953
 LX2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM061309(NAD 83)
 LX2953_MARKER: DD = SURVEY DISK
 LX2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2953_SP_SET: CONCRETE POST
 LX2953_STAMPING: 1228 X
 LX2953_MARK LOGO: CTGS  
 LX2953_PROJECTION: FLUSH
 LX2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2953+STABILITY: SURFACE MOTION
 LX2953
 LX2953  HISTORY     - Date     Condition        Report By
 LX2953  HISTORY     - 1971     MONUMENTED       CTGS
 LX2953  HISTORY     - 1986     GOOD             NGS
 LX2953
 LX2953                          STATION DESCRIPTION
 LX2953
 LX2953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2953'3.4 KM (2.1 MI) NE FROM MANCHESTER.
 LX2953'3.4 KM (2.1 MI) NORTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2953'U.S. HIGHWAY 44A IN MANCHESTER TO THE MARK ON THE RIGHT.  IT IS 9.45
 LX2953'METERS (31.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.53 METERS
 LX2953'(28.0 FT) NORTH OF THE CENTER OF TUDOR LANE AND 5.30 METERS (17.4 FT)
 LX2953'SOUTHEAST OF SNET POLE NO. 100K.
 LX2953'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2960 ***********************************************************************
 LX2960  DESIGNATION -  1231
 LX2960  PID         -  LX2960
 LX2960  STATE/COUNTY-  CT/TOLLAND
 LX2960  USGS QUAD   -  ROCKVILLE (1984)
 LX2960
 LX2960                         *CURRENT SURVEY CONTROL
 LX2960  ___________________________________________________________________
 LX2960* NAD 83(1986)-  41 47 53.     (N)    072 22 34.     (W)     SCALED    
 LX2960* NAVD 88     -       189.627  (meters)     622.13   (feet)  ADJUSTED  
 LX2960  ___________________________________________________________________
 LX2960  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2960  DYNAMIC HT  -         189.561 (meters)     621.92  (feet)  COMP
 LX2960  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LX2960
 LX2960  VERT ORDER  -  FIRST     CLASS II
 LX2960
 LX2960.The horizontal coordinates were scaled from a topographic map and have
 LX2960.an estimated accuracy of +/- 6 seconds.
 LX2960
 LX2960.The orthometric height was determined by differential leveling
 LX2960.and adjusted by the National Geodetic Survey in June 1991..
 LX2960
 LX2960.The geoid height was determined by GEOID03.
 LX2960
 LX2960.The dynamic height is computed by dividing the NAVD 88
 LX2960.geopotential number by the normal gravity value computed on the
 LX2960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2960.degrees latitude (g = 980.6199 gals.).
 LX2960
 LX2960.The modeled gravity was interpolated from observed gravity values.
 LX2960
 LX2960;                    North         East    Units  Estimated Accuracy
 LX2960;SPC CT       -   259,610.      335,880.      MT  (+/- 180 meters Scaled)
 LX2960
 LX2960                          SUPERSEDED SURVEY CONTROL
 LX2960
 LX2960.No superseded survey control is available for this station.
 LX2960
 LX2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM179306(NAD 83)
 LX2960_MARKER: DD = SURVEY DISK
 LX2960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2960_SP_SET: CONCRETE POST
 LX2960_STAMPING: 1231
 LX2960_MARK LOGO: CTGS  
 LX2960_PROJECTION: RECESSED 10 CENTIMETERS
 LX2960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2960+STABILITY: SURFACE MOTION
 LX2960
 LX2960  HISTORY     - Date     Condition        Report By
 LX2960  HISTORY     - 1938     MONUMENTED       CTGS
 LX2960  HISTORY     - 1986     GOOD             NGS
 LX2960
 LX2960                          STATION DESCRIPTION
 LX2960
 LX2960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2960'0.3 KM (0.2 MI) WEST FROM NORTH COVENTRY.
 LX2960'0.3 KM (0.2 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2960'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE RIGHT IN THE
 LX2960'LAWN OF THE SECOND CONGREGATIONAL CHURCH.  IT IS 9.45 METERS (31.0 FT)
 LX2960'NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.30 METERS (33.8 FT) SOUTH
 LX2960'OF THE SOUTHWEST CORNER OF THE CHURCH AND 2.50 METERS (8.2 FT)
 LX2960'WEST OF THE SOUTHWEST CORNER OF A BRICK SIGN FOR THE CHURCH.
 LX2960'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2964 ***********************************************************************
 LX2964  DESIGNATION -  1233
 LX2964  PID         -  LX2964
 LX2964  STATE/COUNTY-  CT/TOLLAND
 LX2964  USGS QUAD   -  COVENTRY (1983)
 LX2964
 LX2964                         *CURRENT SURVEY CONTROL
 LX2964  ___________________________________________________________________
 LX2964* NAD 83(1986)-  41 47 52.     (N)    072 20 14.     (W)     SCALED    
 LX2964* NAVD 88     -       173.914  (meters)     570.58   (feet)  ADJUSTED  
 LX2964  ___________________________________________________________________
 LX2964  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2964  DYNAMIC HT  -         173.853 (meters)     570.38  (feet)  COMP
 LX2964  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LX2964
 LX2964  VERT ORDER  -  FIRST     CLASS II
 LX2964
 LX2964.The horizontal coordinates were scaled from a topographic map and have
 LX2964.an estimated accuracy of +/- 6 seconds.
 LX2964
 LX2964.The orthometric height was determined by differential leveling
 LX2964.and adjusted by the National Geodetic Survey in June 1991..
 LX2964
 LX2964.The geoid height was determined by GEOID03.
 LX2964
 LX2964.The dynamic height is computed by dividing the NAVD 88
 LX2964.geopotential number by the normal gravity value computed on the
 LX2964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2964.degrees latitude (g = 980.6199 gals.).
 LX2964
 LX2964.The modeled gravity was interpolated from observed gravity values.
 LX2964
 LX2964;                    North         East    Units  Estimated Accuracy
 LX2964;SPC CT       -   259,590.      339,110.      MT  (+/- 180 meters Scaled)
 LX2964
 LX2964                          SUPERSEDED SURVEY CONTROL
 LX2964
 LX2964.No superseded survey control is available for this station.
 LX2964
 LX2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM212307(NAD 83)
 LX2964_MARKER: DD = SURVEY DISK
 LX2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2964_SP_SET: CONCRETE POST
 LX2964_STAMPING: 1233
 LX2964_MARK LOGO: CTGS  
 LX2964_PROJECTION: PROJECTING 4 CENTIMETERS
 LX2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2964+STABILITY: SURFACE MOTION
 LX2964
 LX2964  HISTORY     - Date     Condition        Report By
 LX2964  HISTORY     - 1938     MONUMENTED       CTGS
 LX2964  HISTORY     - 1986     GOOD             NGS
 LX2964
 LX2964                          STATION DESCRIPTION
 LX2964
 LX2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2964'2.9 KM (1.8 MI) EAST FROM NORTH COVENTRY.
 LX2964'2.9 KM (1.8 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2964'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE RIGHT.  IT IS
 LX2964'6.55 METERS (21.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 37.19
 LX2964'METERS (122.0 FT) EAST OF UTILITY POLE NO. 3760.
 LX2964'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LX2964'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2965 ***********************************************************************
 LX2965  DESIGNATION -  1234
 LX2965  PID         -  LX2965
 LX2965  STATE/COUNTY-  CT/TOLLAND
 LX2965  USGS QUAD   -  COVENTRY (1983)
 LX2965
 LX2965                         *CURRENT SURVEY CONTROL
 LX2965  ___________________________________________________________________
 LX2965* NAD 83(1986)-  41 47 51.     (N)    072 19 58.     (W)     SCALED    
 LX2965* NAVD 88     -       168.841  (meters)     553.94   (feet)  ADJUSTED  
 LX2965  ___________________________________________________________________
 LX2965  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2965  DYNAMIC HT  -         168.782 (meters)     553.75  (feet)  COMP
 LX2965  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LX2965
 LX2965  VERT ORDER  -  FIRST     CLASS II
 LX2965
 LX2965.The horizontal coordinates were scaled from a topographic map and have
 LX2965.an estimated accuracy of +/- 6 seconds.
 LX2965
 LX2965.The orthometric height was determined by differential leveling
 LX2965.and adjusted by the National Geodetic Survey in June 1991..
 LX2965
 LX2965.The geoid height was determined by GEOID03.
 LX2965
 LX2965.The dynamic height is computed by dividing the NAVD 88
 LX2965.geopotential number by the normal gravity value computed on the
 LX2965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2965.degrees latitude (g = 980.6199 gals.).
 LX2965
 LX2965.The modeled gravity was interpolated from observed gravity values.
 LX2965
 LX2965;                    North         East    Units  Estimated Accuracy
 LX2965;SPC CT       -   259,570.      339,480.      MT  (+/- 180 meters Scaled)
 LX2965
 LX2965                          SUPERSEDED SURVEY CONTROL
 LX2965
 LX2965.No superseded survey control is available for this station.
 LX2965
 LX2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM216307(NAD 83)
 LX2965_MARKER: DD = SURVEY DISK
 LX2965_SETTING: 66 = SET IN ROCK OUTCROP
 LX2965_SP_SET: ROCK OUTCROP
 LX2965_STAMPING: 1234
 LX2965_MARK LOGO: CTGS  
 LX2965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2965+STABILITY: POSITION/ELEVATION WELL
 LX2965
 LX2965  HISTORY     - Date     Condition        Report By
 LX2965  HISTORY     - 1938     MONUMENTED       CTGS
 LX2965  HISTORY     - 1986     GOOD             NGS
 LX2965
 LX2965                          STATION DESCRIPTION
 LX2965
 LX2965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2965'3.3 KM (2.05 MI) EAST FROM NORTH COVENTRY.
 LX2965'3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2965'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE RIGHT IN TOP OF
 LX2965'A ROCK OUTCROP.  ALSO 2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 44 FROM
 LX2965'THE JUNCTION OF STATE HIGHWAY 32 IN MANSFIELD DEPOT.  IT IS 5.79
 LX2965'METERS (19.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 62.79 METERS
 LX2965'(206.0 FT) EAST OF THE CENTERLINE OF RICHMOND ROAD AND 27.74 METERS
 LX2965'(91.0 FT) EAST OF UTILITY POLE NO. 3753.
 LX2965'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3021 ***********************************************************************
 LX3021  DESIGNATION -  1239
 LX3021  PID         -  LX3021
 LX3021  STATE/COUNTY-  CT/TOLLAND
 LX3021  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3021
 LX3021                         *CURRENT SURVEY CONTROL
 LX3021  ___________________________________________________________________
 LX3021* NAD 83(1986)-  41 52 56.     (N)    072 18 05.     (W)     SCALED    
 LX3021* NAVD 88     -       124.164  (meters)     407.36   (feet)  ADJUSTED  
 LX3021  ___________________________________________________________________
 LX3021  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX3021  DYNAMIC HT  -         124.123 (meters)     407.23  (feet)  COMP
 LX3021  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LX3021
 LX3021  VERT ORDER  -  FIRST     CLASS II
 LX3021
 LX3021.The horizontal coordinates were scaled from a topographic map and have
 LX3021.an estimated accuracy of +/- 6 seconds.
 LX3021
 LX3021.The orthometric height was determined by differential leveling
 LX3021.and adjusted by the National Geodetic Survey in June 1991..
 LX3021
 LX3021.The geoid height was determined by GEOID03.
 LX3021
 LX3021.The dynamic height is computed by dividing the NAVD 88
 LX3021.geopotential number by the normal gravity value computed on the
 LX3021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3021.degrees latitude (g = 980.6199 gals.).
 LX3021
 LX3021.The modeled gravity was interpolated from observed gravity values.
 LX3021
 LX3021;                    North         East    Units  Estimated Accuracy
 LX3021;SPC CT       -   268,990.      342,040.      MT  (+/- 180 meters Scaled)
 LX3021
 LX3021                          SUPERSEDED SURVEY CONTROL
 LX3021
 LX3021.No superseded survey control is available for this station.
 LX3021
 LX3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM239402(NAD 83)
 LX3021_MARKER: DD = SURVEY DISK
 LX3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3021_SP_SET: CONCRETE POST
 LX3021_STAMPING: 1239
 LX3021_MARK LOGO: CTGS  
 LX3021_PROJECTION: RECESSED 10 CENTIMETERS
 LX3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3021+STABILITY: SURFACE MOTION
 LX3021
 LX3021  HISTORY     - Date     Condition        Report By
 LX3021  HISTORY     - UNK      MONUMENTED       CTGS
 LX3021  HISTORY     - 1986     GOOD             NGS
 LX3021  HISTORY     - 20050409 POOR             GEOCAC
 LX3021
 LX3021                          STATION DESCRIPTION
 LX3021
 LX3021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3021'0.2 KM (0.1 MI) NORTH FROM WEST WILLINGTON.
 LX3021'0.2 KM (0.10 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX3021'STATE HIGHWAY 74 IN WEST WILLINGTON TO THE MARK ON THE LEFT, IN A 9 BY
 LX3021'9-INCH CONCRETE ENCLOSURE WITH A CONCRETE COVER WITH A SMALL METAL
 LX3021'HANDLE THAT IS FLUSH WITH THE GROUND, 5.33 METERS (17.5 FT) NORTHWEST
 LX3021'OF THE CENTERLINE OF THE HIGHWAY, 13.29 METERS (43.6 FT) NORTHWEST OF
 LX3021'AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 209.
 LX3021'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3021
 LX3021                          STATION RECOVERY (2005)
 LX3021
 LX3021'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3021'THE OUTSIDE OF THE MONUMENT IS BROKEN. THE INSIDE BOX IS TILTED AWAY
 LX3021'FROM THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2915 ***********************************************************************
 LX2915  DESIGNATION -  1244
 LX2915  PID         -  LX2915
 LX2915  STATE/COUNTY-  CT/TOLLAND
 LX2915  USGS QUAD   -  COVENTRY (1983)
 LX2915
 LX2915                         *CURRENT SURVEY CONTROL
 LX2915  ___________________________________________________________________
 LX2915* NAD 83(1986)-  41 52 15.     (N)    072 22 13.     (W)     SCALED    
 LX2915* NAVD 88     -       203.225  (meters)     666.75   (feet)  ADJUSTED  
 LX2915  ___________________________________________________________________
 LX2915  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2915  DYNAMIC HT  -         203.157 (meters)     666.52  (feet)  COMP
 LX2915  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 LX2915
 LX2915  VERT ORDER  -  FIRST     CLASS II
 LX2915
 LX2915.The horizontal coordinates were scaled from a topographic map and have
 LX2915.an estimated accuracy of +/- 6 seconds.
 LX2915
 LX2915.The orthometric height was determined by differential leveling
 LX2915.and adjusted by the National Geodetic Survey in June 1991..
 LX2915
 LX2915.The geoid height was determined by GEOID03.
 LX2915
 LX2915.The dynamic height is computed by dividing the NAVD 88
 LX2915.geopotential number by the normal gravity value computed on the
 LX2915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2915.degrees latitude (g = 980.6199 gals.).
 LX2915
 LX2915.The modeled gravity was interpolated from observed gravity values.
 LX2915
 LX2915;                    North         East    Units  Estimated Accuracy
 LX2915;SPC CT       -   267,700.      336,320.      MT  (+/- 180 meters Scaled)
 LX2915
 LX2915                          SUPERSEDED SURVEY CONTROL
 LX2915
 LX2915.No superseded survey control is available for this station.
 LX2915
 LX2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM182387(NAD 83)
 LX2915_MARKER: DD = SURVEY DISK
 LX2915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2915_SP_SET: CONCRETE POST
 LX2915_STAMPING: 1244
 LX2915_MARK LOGO: CTGS  
 LX2915_PROJECTION: FLUSH
 LX2915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2915+STABILITY: SURFACE MOTION
 LX2915
 LX2915  HISTORY     - Date     Condition        Report By
 LX2915  HISTORY     - 1967     MONUMENTED       CTGS
 LX2915  HISTORY     - 1986     GOOD             NGS
 LX2915  HISTORY     - 19950826 POOR             USPSQD
 LX2915
 LX2915                          STATION DESCRIPTION
 LX2915
 LX2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2915'IN TOLLAND.
 LX2915'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2915'IN TOLLAND TO THE MARK ON THE RIGHT.  IT IS 13.56 METERS (44.5 FT)
 LX2915'WEST OF THE CENTERLINE OF THE HIGHWAY, 14.84 METERS (48.7 FT) EAST OF
 LX2915'THE CENTERLINE OF STATE HIGHWAY 195 AND 7.01 METERS (23.0 FT) SOUTH OF
 LX2915'UTILITY POLE NO. 30717 WITH A STREET LAMP.
 LX2915'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2915
 LX2915                          STATION RECOVERY (1995)
 LX2915
 LX2915'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2915'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3018 ***********************************************************************
 LX3018  DESIGNATION -  1249 X
 LX3018  PID         -  LX3018
 LX3018  STATE/COUNTY-  CT/TOLLAND
 LX3018  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3018
 LX3018                         *CURRENT SURVEY CONTROL
 LX3018  ___________________________________________________________________
 LX3018* NAD 83(1986)-  41 54 18.     (N)    072 17 16.     (W)     SCALED    
 LX3018* NAVD 88     -       132.832  (meters)     435.80   (feet)  ADJUSTED  
 LX3018  ___________________________________________________________________
 LX3018  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX3018  DYNAMIC HT  -         132.789 (meters)     435.66  (feet)  COMP
 LX3018  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX3018
 LX3018  VERT ORDER  -  FIRST     CLASS II
 LX3018
 LX3018.The horizontal coordinates were scaled from a topographic map and have
 LX3018.an estimated accuracy of +/- 6 seconds.
 LX3018
 LX3018.The orthometric height was determined by differential leveling
 LX3018.and adjusted by the National Geodetic Survey in June 1991..
 LX3018
 LX3018.The geoid height was determined by GEOID03.
 LX3018
 LX3018.The dynamic height is computed by dividing the NAVD 88
 LX3018.geopotential number by the normal gravity value computed on the
 LX3018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3018.degrees latitude (g = 980.6199 gals.).
 LX3018
 LX3018.The modeled gravity was interpolated from observed gravity values.
 LX3018
 LX3018;                    North         East    Units  Estimated Accuracy
 LX3018;SPC CT       -   271,520.      343,150.      MT  (+/- 180 meters Scaled)
 LX3018
 LX3018                          SUPERSEDED SURVEY CONTROL
 LX3018
 LX3018.No superseded survey control is available for this station.
 LX3018
 LX3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM249427(NAD 83)
 LX3018_MARKER: DD = SURVEY DISK
 LX3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3018_SP_SET: CONCRETE POST
 LX3018_STAMPING: 1249X
 LX3018_MARK LOGO: CTGS  
 LX3018_PROJECTION: RECESSED 2 CENTIMETERS
 LX3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3018+STABILITY: SURFACE MOTION
 LX3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3018+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX3018
 LX3018  HISTORY     - Date     Condition        Report By
 LX3018  HISTORY     - UNK      MONUMENTED       CTGS
 LX3018  HISTORY     - 1986     GOOD             NGS
 LX3018  HISTORY     - 20050409 GOOD             GEOCAC
 LX3018
 LX3018                          STATION DESCRIPTION
 LX3018
 LX3018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3018'6.1 KM (3.8 MI) SOUTH FROM STAFFORD SPRINGS.
 LX3018'6.1 KM (3.8 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE TOWN HALL IN
 LX3018'STAFFORD SPRINGS TO THE MARK ON THE LEFT, 6.71 METERS (22.0 FT) EAST
 LX3018'OF THE CENTERLINE OF THE HIGHWAY, 25.73 METERS (84.4 FT) SOUTHEAST OF
 LX3018'AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 272.
 LX3018'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3018
 LX3018                          STATION RECOVERY (2005)
 LX3018
 LX3018'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3018'STATION IS 1.8FT AT 267 DEGREES T FROM A WITNESS POST.6 INCHES BELOW
 LX3018'GROUND SURFACE. THE COORDINATES I TOOK WERE N41 54 19.0  W072 17 15.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3413 ***********************************************************************
 LX3413  DESIGNATION -  125 W
 LX3413  PID         -  LX3413
 LX3413  STATE/COUNTY-  CT/NEW LONDON
 LX3413  USGS QUAD   -  UNCASVILLE (1984)
 LX3413
 LX3413                         *CURRENT SURVEY CONTROL
 LX3413  ___________________________________________________________________
 LX3413* NAD 83(1986)-  41 23 31.     (N)    072 06 32.     (W)     SCALED    
 LX3413* NAVD 88     -        30.943  (meters)     101.52   (feet)  ADJUSTED  
 LX3413  ___________________________________________________________________
 LX3413  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3413  DYNAMIC HT  -          30.932 (meters)     101.48  (feet)  COMP
 LX3413  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LX3413
 LX3413  VERT ORDER  -  FIRST     CLASS II
 LX3413
 LX3413.The horizontal coordinates were scaled from a topographic map and have
 LX3413.an estimated accuracy of +/- 6 seconds.
 LX3413
 LX3413.The orthometric height was determined by differential leveling
 LX3413.and adjusted by the National Geodetic Survey in June 1991..
 LX3413
 LX3413.The geoid height was determined by GEOID03.
 LX3413
 LX3413.The dynamic height is computed by dividing the NAVD 88
 LX3413.geopotential number by the normal gravity value computed on the
 LX3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3413.degrees latitude (g = 980.6199 gals.).
 LX3413
 LX3413.The modeled gravity was interpolated from observed gravity values.
 LX3413
 LX3413;                    North         East    Units  Estimated Accuracy
 LX3413;SPC CT       -   214,640.      358,420.      MT  (+/- 180 meters Scaled)
 LX3413
 LX3413                          SUPERSEDED SURVEY CONTROL
 LX3413
 LX3413.No superseded survey control is available for this station.
 LX3413
 LX3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL417863(NAD 83)
 LX3413_MARKER: DD = SURVEY DISK
 LX3413_SETTING: 66 = SET IN ROCK OUTCROP
 LX3413_SP_SET: ROCK OUTCROP
 LX3413_STAMPING: 125 W 103 1923
 LX3413_MARK LOGO: USGS  
 LX3413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3413+STABILITY: POSITION/ELEVATION WELL
 LX3413
 LX3413  HISTORY     - Date     Condition        Report By
 LX3413  HISTORY     - 1923     MONUMENTED       USGS
 LX3413  HISTORY     - 1986     GOOD             NGS
 LX3413  HISTORY     - 1989     GOOD             USPSQD
 LX3413
 LX3413                          STATION DESCRIPTION
 LX3413
 LX3413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3413'1.3 KM (0.8 MI) SW FROM QUAKER HILL.
 LX3413'1.3 KM (0.8 MI) SOUTHWEST ALONG OLD NORWICH ROAD FROM THE POST OFFICE
 LX3413'IN QUAKER HILL TO THE MARK ON THE LEFT IN TOP OF EXPOSED ROCK OUTCROP.
 LX3413'IT IS 7.47 METERS (24.5 FT) SOUTHEAST OF THE CENTERLINE OF OLD
 LX3413'NORWICH ROAD, 6.25 METERS (20.5 FT) SOUTH-SOUTHWEST OF SIGN (SPEED
 LX3413'LIMIT 30) AND 1.83 METERS (6.0 FT) NORTHWEST OF A STONE WALL
 LX3413'WHICH PARALLELS OLD NORWICH ROAD.
 LX3413'THE MARK IS 0.76 M ABOVE OLD NORWICH ROAD..
 LX3413
 LX3413                          STATION RECOVERY (1989)
 LX3413
 LX3413'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3017 ***********************************************************************
 LX3017  DESIGNATION -  1250
 LX3017  PID         -  LX3017
 LX3017  STATE/COUNTY-  CT/TOLLAND
 LX3017  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3017
 LX3017                         *CURRENT SURVEY CONTROL
 LX3017  ___________________________________________________________________
 LX3017* NAD 83(1986)-  41 54 32.     (N)    072 17 25.     (W)     SCALED    
 LX3017* NAVD 88     -       135.276  (meters)     443.82   (feet)  ADJUSTED  
 LX3017  ___________________________________________________________________
 LX3017  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX3017  DYNAMIC HT  -         135.232 (meters)     443.67  (feet)  COMP
 LX3017  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LX3017
 LX3017  VERT ORDER  -  FIRST     CLASS II
 LX3017
 LX3017.The horizontal coordinates were scaled from a topographic map and have
 LX3017.an estimated accuracy of +/- 6 seconds.
 LX3017
 LX3017.The orthometric height was determined by differential leveling
 LX3017.and adjusted by the National Geodetic Survey in June 1991..
 LX3017
 LX3017.The geoid height was determined by GEOID03.
 LX3017
 LX3017.The dynamic height is computed by dividing the NAVD 88
 LX3017.geopotential number by the normal gravity value computed on the
 LX3017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3017.degrees latitude (g = 980.6199 gals.).
 LX3017
 LX3017.The modeled gravity was interpolated from observed gravity values.
 LX3017
 LX3017;                    North         East    Units  Estimated Accuracy
 LX3017;SPC CT       -   271,950.      342,940.      MT  (+/- 180 meters Scaled)
 LX3017
 LX3017                          SUPERSEDED SURVEY CONTROL
 LX3017
 LX3017.No superseded survey control is available for this station.
 LX3017
 LX3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM247432(NAD 83)
 LX3017_MARKER: DD = SURVEY DISK
 LX3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3017_SP_SET: CONCRETE POST
 LX3017_STAMPING: 1250
 LX3017_MARK LOGO: CTGS  
 LX3017_PROJECTION: RECESSED 30 CENTIMETERS
 LX3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3017+STABILITY: SURFACE MOTION
 LX3017
 LX3017  HISTORY     - Date     Condition        Report By
 LX3017  HISTORY     - UNK      MONUMENTED       CTGS
 LX3017  HISTORY     - 1986     GOOD             NGS
 LX3017  HISTORY     - 20020802 POOR             GEOCAC
 LX3017
 LX3017                          STATION DESCRIPTION
 LX3017
 LX3017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3017'5.6 KM (3.5 MI) SOUTH FROM STAFFORD SPRINGS.
 LX3017'5.1 KM (3.15 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE TOWN HALL IN
 LX3017'STAFFORD SPRINGS, THENCE 0.6 KM (0.35 MI) SOUTHEAST ALONG OLD RIVER
 LX3017'ROAD TO THE MARK ON THE LEFT, IN FRONT OF HOUSE NUMBER 200, 5.49
 LX3017'METERS (18.0 FT) NORTHEAST OF THE CENTER OF THE ROAD, 20.15 METERS
 LX3017'(66.1 FT) WEST OF THE SOUTH CORNER OF THE HOUSE, 17.80 METERS
 LX3017'(58.4 FT) NORTH OF AND ACROSS THE ROAD FROM UTILITY POLE NO. 281.
 LX3017'THE MARK IS 0.20 M BELOW ROAD.
 LX3017
 LX3017                          STATION RECOVERY (2002)
 LX3017
 LX3017'RECOVERY NOTE BY GEOCACHING 2002 (KWD)
 LX3017'FOUND CONCRETE BASE, BUT THERE IS NOTHING ON TOP OF IT. BASED ON
 LX3017'DESCRIPTION, GPS, AND ROAD MARKINGS, THERE IS NO QUESTION THIS BASE IS
 LX3017'THE CORRECT MARKER. THERE IS JUST NO IDENTIFYING PLATE.
 LX3017' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3013 ***********************************************************************
 LX3013  DESIGNATION -  1252
 LX3013  PID         -  LX3013
 LX3013  STATE/COUNTY-  CT/TOLLAND
 LX3013  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3013
 LX3013                         *CURRENT SURVEY CONTROL
 LX3013  ___________________________________________________________________
 LX3013* NAD 83(1986)-  41 56 35.     (N)    072 18 23.     (W)     SCALED    
 LX3013* NAVD 88     -       137.785  (meters)     452.05   (feet)  ADJUSTED  
 LX3013  ___________________________________________________________________
 LX3013  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX3013  DYNAMIC HT  -         137.741 (meters)     451.91  (feet)  COMP
 LX3013  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 LX3013
 LX3013  VERT ORDER  -  FIRST     CLASS II
 LX3013
 LX3013.The horizontal coordinates were scaled from a topographic map and have
 LX3013.an estimated accuracy of +/- 6 seconds.
 LX3013
 LX3013.The orthometric height was determined by differential leveling
 LX3013.and adjusted by the National Geodetic Survey in June 1991..
 LX3013
 LX3013.The geoid height was determined by GEOID03.
 LX3013
 LX3013.The dynamic height is computed by dividing the NAVD 88
 LX3013.geopotential number by the normal gravity value computed on the
 LX3013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3013.degrees latitude (g = 980.6199 gals.).
 LX3013
 LX3013.The modeled gravity was interpolated from observed gravity values.
 LX3013
 LX3013;                    North         East    Units  Estimated Accuracy
 LX3013;SPC CT       -   275,740.      341,590.      MT  (+/- 180 meters Scaled)
 LX3013
 LX3013                          SUPERSEDED SURVEY CONTROL
 LX3013
 LX3013.No superseded survey control is available for this station.
 LX3013
 LX3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM232469(NAD 83)
 LX3013_MARKER: DD = SURVEY DISK
 LX3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3013_SP_SET: CONCRETE POST
 LX3013_STAMPING: 1252
 LX3013_MARK LOGO: CTGS  
 LX3013_PROJECTION: FLUSH
 LX3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3013+STABILITY: SURFACE MOTION
 LX3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3013+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX3013
 LX3013  HISTORY     - Date     Condition        Report By
 LX3013  HISTORY     - UNK      MONUMENTED       CTGS
 LX3013  HISTORY     - 1986     GOOD             NGS
 LX3013  HISTORY     - 20050409 GOOD             GEOCAC
 LX3013
 LX3013                          STATION DESCRIPTION
 LX3013
 LX3013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3013'1.2 KM (0.75 MI) SOUTH FROM STAFFORD SPRINGS.
 LX3013'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE TOWN HALL IN
 LX3013'STAFFORD SPRINGS TO THE MARK ON THE RIGHT, 5.03 METERS (16.5 FT) WEST
 LX3013'OF THE CENTERLINE OF THE HIGHWAY, 17.53 METERS (57.5 FT) SOUTHWEST OF
 LX3013'AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 501.
 LX3013'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3013
 LX3013                          STATION RECOVERY (2005)
 LX3013
 LX3013'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2857 ***********************************************************************
 LX2857  DESIGNATION -  126
 LX2857  PID         -  LX2857
 LX2857  STATE/COUNTY-  CT/NEW HAVEN
 LX2857  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2857
 LX2857                         *CURRENT SURVEY CONTROL
 LX2857  ___________________________________________________________________
 LX2857* NAD 83(1986)-  41 24 18.     (N)    072 53 55.     (W)     SCALED    
 LX2857* NAVD 88     -        30.497  (meters)     100.06   (feet)  ADJUSTED  
 LX2857  ___________________________________________________________________
 LX2857  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2857  DYNAMIC HT  -          30.487 (meters)     100.02  (feet)  COMP
 LX2857  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 LX2857
 LX2857  VERT ORDER  -  FIRST     CLASS II
 LX2857
 LX2857.The horizontal coordinates were scaled from a topographic map and have
 LX2857.an estimated accuracy of +/- 6 seconds.
 LX2857
 LX2857.The orthometric height was determined by differential leveling
 LX2857.and adjusted by the National Geodetic Survey in June 1991..
 LX2857
 LX2857.The geoid height was determined by GEOID03.
 LX2857
 LX2857.The dynamic height is computed by dividing the NAVD 88
 LX2857.geopotential number by the normal gravity value computed on the
 LX2857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2857.degrees latitude (g = 980.6199 gals.).
 LX2857
 LX2857.The modeled gravity was interpolated from observed gravity values.
 LX2857
 LX2857;                    North         East    Units  Estimated Accuracy
 LX2857;SPC CT       -   215,900.      292,370.      MT  (+/- 180 meters Scaled)
 LX2857
 LX2857                          SUPERSEDED SURVEY CONTROL
 LX2857
 LX2857.No superseded survey control is available for this station.
 LX2857
 LX2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL756858(NAD 83)
 LX2857_MARKER: DD = SURVEY DISK
 LX2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2857_SP_SET: CONCRETE POST
 LX2857_STAMPING: 126
 LX2857_MARK LOGO: CTGS  
 LX2857_PROJECTION: RECESSED 2 CENTIMETERS
 LX2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2857+STABILITY: SURFACE MOTION
 LX2857
 LX2857  HISTORY     - Date     Condition        Report By
 LX2857  HISTORY     - 1940     MONUMENTED       CTGS
 LX2857  HISTORY     - 1985     GOOD             NGS
 LX2857
 LX2857                          STATION DESCRIPTION
 LX2857
 LX2857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2857'IN HAMDEN.
 LX2857'IN HAMDEN, 0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE
 LX2857'JUNCTION OF STATE HIGHWAY 22, IN THE LAWN OF THE MOUNT CARMEL LIBRARY
 LX2857'OFFICE BUILDING, 7.92 METERS (26.0 FT) EAST OF THE CENTER LINE OF THE
 LX2857'HIGHWAY, 24.57 METERS (80.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 LX2857'THE BUILDING, 22.86 METERS (75.0 FT) SOUTHWEST OF THE NORTHWEST CORNER
 LX2857'OF THE BUILDING, 1.10 METERS (3.6 FT) NORTH OF THE NORTH EDGE OF THE
 LX2857'SIDEWALK LEADING TO THE BUILDING.
 LX2857'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7091 ***********************************************************************
 LX7091  DESIGNATION -  126
 LX7091  PID         -  LX7091
 LX7091  STATE/COUNTY-  CT/HARTFORD
 LX7091  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7091
 LX7091                         *CURRENT SURVEY CONTROL
 LX7091  ___________________________________________________________________
 LX7091* NAD 83(1996)-  41 39 37.28904(N)    072 40 59.43077(W)     ADJUSTED  
 LX7091* NAVD 88     -        65.4    (meters)     215.     (feet)  VERTCON   
 LX7091  ___________________________________________________________________
 LX7091  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LX7091  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX7091
 LX7091  HORZ ORDER  -  SECOND
 LX7091
 LX7091.The horizontal coordinates were established by classical geodetic methods
 LX7091.and adjusted by the National Geodetic Survey in August 1998..
 LX7091
 LX7091.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7091
 LX7091.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7091
 LX7091.The geoid height was determined by GEOID03.
 LX7091
 LX7091;                    North         East     Units Scale Factor Converg.
 LX7091;SPC CT       -   244,251.123   310,366.357   MT  0.99998558   +0 02 39.5
 LX7091;SPC CT       -   801,347.23  1,018,260.29   sFT  0.99998558   +0 02 39.5
 LX7091;UTM  18      - 4,614,660.434   692,897.061   MT  1.00005791   +1 32 25.8
 LX7091
 LX7091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7091!SPC CT       -   0.99999435  x   0.99998558  =   0.99997993
 LX7091!UTM  18      -   0.99999435  x   1.00005791  =   1.00005226
 LX7091
 LX7091|---------------------------------------------------------------------|
 LX7091| PID    Reference Object                     Distance      Geod. Az  |
 LX7091|                                                           dddmmss.s |
 LX7091| CZ4952 126 RP 1                              4.984 METERS 04212     |
 LX7091| LX7090 127                                 276.594 METERS 07747     |
 LX7091| LX7037 SCHOOLHOUSE HILL RESET              265.133 METERS 13456     |
 LX7091| CZ4953 126 RP 2                             11.830 METERS 14948     |
 LX7091| CZ4954 126 RP 3                             30.995 METERS 24557     |
 LX7091|---------------------------------------------------------------------|
 LX7091
 LX7091                          SUPERSEDED SURVEY CONTROL
 LX7091
 LX7091  NAD 83(1996)-  41 39 37.28842(N)    072 40 59.43086(W) AD(       ) 2
 LX7091  NAD 83(1992)-  41 39 37.28850(N)    072 40 59.43091(W) AD(       ) 2
 LX7091  NAD 83(1992)-  41 39 37.29026(N)    072 40 59.43255(W) AD(       ) 2
 LX7091  NAD 83(1986)-  41 39 37.29049(N)    072 40 59.43252(W) AD(       ) 2
 LX7091  NAD 27      -  41 39 36.92638(N)    072 41 01.09328(W) AD(       ) 2
 LX7091  NGVD 29 (07/19/86)   65.7    (m)          216.     (f) VERT ANG       
 LX7091
 LX7091.Superseded values are not recommended for survey control.
 LX7091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7091.See file dsdata.txt to determine how the superseded data were derived.
 LX7091
 LX7091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9289714660(NAD 83)
 LX7091_MARKER: Z = SEE DESCRIPTION
 LX7091_SETTING: 0 = UNSPECIFIED SETTING
 LX7091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7091
 LX7091  HISTORY     - Date     Condition        Report By
 LX7091  HISTORY     - 1978     MONUMENTED       CTGS
 LX7091
 LX7091                          STATION DESCRIPTION
 LX7091
 LX7091'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (RCJ)
 LX7091'THE STATION IS LOCATED 4 MILES SOUTHWEST OF WETHERSFIELD, 3-1/4
 LX7091'MILES SOUTHEAST OF NEWINGTON, 2-1/4 MILES WEST OF ROCKY HILL.
 LX7091'
 LX7091'TO REACH THE STATION FROM THE NORTHERN INTERSECTION OF STATE
 LX7091'ROUTE 3, CROMWELL AVENUE, AND STATE ROUTE 160, NEW BRITAIN
 LX7091'AVENUE, IN ROCKY HILL, GO WEST ON STATE ROUTE 160 FOR 0.24
 LX7091'MILES TO THE STATION ON THE RIGHT, NORTH.
 LX7091'
 LX7091'THE STATION MARK 126 MDC---NO STAMPING---, IS A DRILL HOLE
 LX7091'IN A BRASS PLUG IN A METROPOLITAN DISTRICT COMMISSION
 LX7091'REINFORCED CONCRETE POST.  THE TOP IS SET 8 INCHES
 LX7091'BELOW THE SURFACE OF THE GROUND.  IT IS 134 FEET
 LX7091'NORTHEAST OF THE EXTENDED CENTERLINE OF A BITUMINOUS
 LX7091'DRIVE, 115.8 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX7091'TELEPHONE POLE 1148, 107.4 FEET WEST OF SOUTHERN NEW
 LX7091'ENGLAND TELEPHONE POLE 1146, 15 FEET NORTHWEST OF THE
 LX7091'CENTERLINE OF STATE ROUTE 160 AND 4.3 FEET EAST OF
 LX7091'SOUTHERN NEW ENGLAND TELEPHONE POLE 1147.
 LX7091'
 LX7091'REFERENCE POINT 2---NO STAMPING---, IS A DRILL HOLE IN A
 LX7091'CHISELED TRIANGLE IN THE TOP NORTHEAST NOZZLE OF A FIRE
 LX7091'HYDRANT.  IT IS 114.0 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND
 LX7091'TELEPHONE POLE 1146, 41.5 FEET SOUTHEAST OF SOUTHERN NEW
 LX7091'ENGLAND TELEPHONE POLE 1147 AND 23 FEET SOUTHEAST OF THE
 LX7091'CENTERLINE OF STATE ROUTE 160.
 LX7091'
 LX7091'REFERENCE POINT 3---NO STAMPING---, IS A DRILL HOLE IN A
 LX7091'RAILROAD SPIKE IN A TRIANGULAR BLAZE MARK IN A 15 INCH OAK
 LX7091'TREE.  IT IS SET 2 FEET ABOVE THE SURFACE OF THE GROUND.  IT
 LX7091'IS 33 FEET NORTHEAST OF THE EXTENDED CENTERLINE OF A
 LX7091'BITUMINOUS DRIVE, 16.7 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX7091'TELEPHONE POLE 1148 AND 27 FEET NORTHWEST OF THE CENTERLINE
 LX7091'OF STATE ROUTE 160.
 LX7091'
 LX7091'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7091'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET FLUSH
 LX7091'WITH THE SURFACE OF THE GROUND.  IT IS 46.5 FEET NORTH OF A
 LX7091'FIRE HYDRANT, 20 FEET NORTHWEST OF THE CENTERLINE OF STATE
 LX7091'ROUTE 160, 18.7 FEET EAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX7091'POLE 1147 AND 92.0 FEET WEST OF SOUTHERN NEW ENGLAND
 LX7091'TELEPHONE POLE 1146.
 LX7091'
 LX7091'THE STATION MARK 127 MDC---NO STAMPING---, IS A DRILL HOLE IN
 LX7091'A BRASS PLUG IN A METROPOLITAN DISTRICT COMMISSION REINFORCED
 LX7091'CONCRETE POST.  THE TOP IS SET 10 INCHES BELOW THE SURFACE OF
 LX7091'THE GROUND.  IT IS 0.19 MILES EAST OF THE STATION ALONG STATE
 LX7091'ROUTE 160 TO THE STATION ON THE LEFT, NORTH.  IT IS 55.2 FEET
 LX7091'EAST OF HARTFORD ELECTRIC LIGHT COMPANY POLE 1651, 102.9 FEET
 LX7091'NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1139, 44.9
 LX7091'FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1140
 LX7091'AND 24 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 160.
 LX7091'
 LX7091'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX7091'
 LX7091'DESCRIBED BY R.C. JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2889 ***********************************************************************
 LX2889  DESIGNATION -  1266 X
 LX2889  PID         -  LX2889
 LX2889  STATE/COUNTY-  CT/HARTFORD
 LX2889  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2889
 LX2889                         *CURRENT SURVEY CONTROL
 LX2889  ___________________________________________________________________
 LX2889* NAD 83(1986)-  41 47 05.     (N)    072 37 58.     (W)     SCALED    
 LX2889* NAVD 88     -        17.173  (meters)      56.34   (feet)  ADJUSTED  
 LX2889  ___________________________________________________________________
 LX2889  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2889  DYNAMIC HT  -          17.168 (meters)      56.33  (feet)  COMP
 LX2889  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 LX2889
 LX2889  VERT ORDER  -  FIRST     CLASS II
 LX2889
 LX2889.The horizontal coordinates were scaled from a topographic map and have
 LX2889.an estimated accuracy of +/- 6 seconds.
 LX2889
 LX2889.The orthometric height was determined by differential leveling
 LX2889.and adjusted by the National Geodetic Survey in June 1991..
 LX2889
 LX2889.The geoid height was determined by GEOID03.
 LX2889
 LX2889.The dynamic height is computed by dividing the NAVD 88
 LX2889.geopotential number by the normal gravity value computed on the
 LX2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2889.degrees latitude (g = 980.6199 gals.).
 LX2889
 LX2889.The modeled gravity was interpolated from observed gravity values.
 LX2889
 LX2889;                    North         East    Units  Estimated Accuracy
 LX2889;SPC CT       -   258,070.      314,550.      MT  (+/- 180 meters Scaled)
 LX2889
 LX2889                          SUPERSEDED SURVEY CONTROL
 LX2889
 LX2889.No superseded survey control is available for this station.
 LX2889
 LX2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM967285(NAD 83)
 LX2889_MARKER: DD = SURVEY DISK
 LX2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2889_SP_SET: CONCRETE POST
 LX2889_STAMPING: 1266 X
 LX2889_MARK LOGO: CTGS  
 LX2889_PROJECTION: RECESSED 12 CENTIMETERS
 LX2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2889+STABILITY: SURFACE MOTION
 LX2889
 LX2889  HISTORY     - Date     Condition        Report By
 LX2889  HISTORY     - 1961     MONUMENTED       CTGS
 LX2889  HISTORY     - 1986     GOOD             NGS
 LX2889
 LX2889                          STATION DESCRIPTION
 LX2889
 LX2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2889'2.1 KM (1.3 MI) NORTH FROM EAST HARTFORD.
 LX2889'2.1 KM (1.3 MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST
 LX2889'OFFICE IN EAST HARTFORD TO THE MARK ON THE LEFT.  IT IS 4.88 METERS
 LX2889'(16.0 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 5 LEADING
 LX2889'NORTH AND 9.75 METERS (32.0 FT) SOUTHEAST OF THE CENTERLINE OF
 LX2889'STATE HIGHWAY 5 LEADING SOUTH.
 LX2889'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 LX2889'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7090 ***********************************************************************
 LX7090  DESIGNATION -  127
 LX7090  PID         -  LX7090
 LX7090  STATE/COUNTY-  CT/HARTFORD
 LX7090  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7090
 LX7090                         *CURRENT SURVEY CONTROL
 LX7090  ___________________________________________________________________
 LX7090* NAD 83(1996)-  41 39 39.18692(N)    072 40 47.74657(W)     ADJUSTED  
 LX7090* NAVD 88     -        59.8    (meters)     196.     (feet)  VERTCON   
 LX7090  ___________________________________________________________________
 LX7090  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LX7090  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX7090
 LX7090  HORZ ORDER  -  SECOND
 LX7090
 LX7090.The horizontal coordinates were established by classical geodetic methods
 LX7090.and adjusted by the National Geodetic Survey in August 1998..
 LX7090
 LX7090.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7090
 LX7090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7090
 LX7090.The geoid height was determined by GEOID03.
 LX7090
 LX7090;                    North         East     Units Scale Factor Converg.
 LX7090;SPC CT       -   244,309.889   310,636.632   MT  0.99998560   +0 02 47.3
 LX7090;SPC CT       -   801,540.03  1,019,147.02   sFT  0.99998560   +0 02 47.3
 LX7090;UTM  18      - 4,614,726.243   693,165.729   MT  1.00005919   +1 32 33.6
 LX7090
 LX7090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7090!SPC CT       -   0.99999523  x   0.99998560  =   0.99998083
 LX7090!UTM  18      -   0.99999523  x   1.00005919  =   1.00005442
 LX7090
 LX7090|---------------------------------------------------------------------|
 LX7090| PID    Reference Object                     Distance      Geod. Az  |
 LX7090|                                                           dddmmss.s |
 LX7090| CZ4956 127 RM 1                             11.459 METERS 06157     |
 LX7090| CZ4957 127 RM 2                             18.943 METERS 08739     |
 LX7090| LX7037 SCHOOLHOUSE HILL RESET              259.344 METERS 19835     |
 LX7090| CZ4958 127 RM 3                             22.083 METERS 25412     |
 LX7090| LX7091 126                                 276.594 METERS 25747     |
 LX7090|---------------------------------------------------------------------|
 LX7090
 LX7090                          SUPERSEDED SURVEY CONTROL
 LX7090
 LX7090  NAD 83(1996)-  41 39 39.18630(N)    072 40 47.74666(W) AD(       ) 2
 LX7090  NAD 83(1992)-  41 39 39.18638(N)    072 40 47.74670(W) AD(       ) 2
 LX7090  NAD 83(1992)-  41 39 39.18814(N)    072 40 47.74835(W) AD(       ) 2
 LX7090  NAD 83(1986)-  41 39 39.18838(N)    072 40 47.74833(W) AD(       ) 2
 LX7090  NAD 27      -  41 39 38.82443(N)    072 40 49.40883(W) AD(       ) 2
 LX7090  NGVD 29 (07/19/86)   60.1    (m)          197.     (f) VERT ANG       
 LX7090
 LX7090.Superseded values are not recommended for survey control.
 LX7090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7090.See file dsdata.txt to determine how the superseded data were derived.
 LX7090
 LX7090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9316614726(NAD 83)
 LX7090_MARKER: Z = SEE DESCRIPTION
 LX7090_SETTING: 0 = UNSPECIFIED SETTING
 LX7090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7090
 LX7090  HISTORY     - Date     Condition        Report By
 LX7090  HISTORY     - 1978     MONUMENTED       CTGS
 LX7090
 LX7090                          STATION DESCRIPTION
 LX7090
 LX7090'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (RCJ)
 LX7090'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF WETHERSFIELD,
 LX7090'3-1/4 MILES SOUTHEAST OF NEWINGTON AND 2-1/4 MILES WEST OF
 LX7090'ROCKY HILL.
 LX7090'
 LX7090'TO REACH THE STATION FROM THE NORTHERN INTERSECTION OF STATE
 LX7090'ROUTE 3, CROMWELL AVENUE, AND STATE ROUTE 160, NEW BRITAIN
 LX7090'AVENUE, IN ROCKY HILL, GO WEST ON STATE ROUTE 160 FOR 0.05
 LX7090'MILES TO THE STATION ON THE RIGHT, NORTH.
 LX7090'
 LX7090'THE STATION MARK 127 MDC---NO STAMPING---, IS A DRILL HOLE IN
 LX7090'A METROPOLITAN DISTRICT COMMISSION MONUMENT BRASS PLUG, IN A
 LX7090'REINFORCED CONCRETE POST.  THE TOP IS SET 10 INCHES BELOW THE
 LX7090'SURFACE OF THE GROUND.  IT IS 55.2 FEET EAST OF HARTFORD
 LX7090'ELECTRIC LIGHT COMPANY POLE 1651, 102.9 FEET NORTHWEST OF
 LX7090'SOUTHERN NEW ENGLAND TELEPHONE POLE 1139, 44.9 FEET NORTHEAST
 LX7090'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1140 AND 24 FEET NORTH
 LX7090'OF THE CENTERLINE OF STATE ROUTE 160.
 LX7090'
 LX7090'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX7090'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX7090'TRIANGLE IN THE TOP CENTER OF A CONCRETE CATCH BASIN.  IT IS
 LX7090'63.0 FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX7090'1140, 16 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 160 AND
 LX7090'21.9 FEET SOUTHWEST OF HARTFORD ELECTRIC LIGHT COMPANY POLE
 LX7090'1651.
 LX7090'
 LX7090'THE STATION MARK 126 MDC---NO STAMPING---, IS A DRILL HOLE IN
 LX7090'A BRASS PLUG IN A METROPOLITAN DISTRICT COMMISSION MONUMENT.
 LX7090'THE TOP IS SET 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 LX7090'0.19 MILES WEST OF THE STATION ALONG STATE ROUTE 160 TO THE
 LX7090'STATION ON THE RIGHT, NORTH.  IT IS 134 FEET NORTHEAST OF THE
 LX7090'EXTENDED CENTERLINE OF A BITUMINOUS DRIVE, 115.8 FEET
 LX7090'NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1148, 107.4
 LX7090'FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1146, 15
 LX7090'FEET NORTH OF THE CENTERLINE OF STATE ROUTE 160 AND 4.3 FEET
 LX7090'EAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1147.
 LX7090'
 LX7090'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX7090'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX7090'TRIANGLE IN THE TOP CENTER OF THE SOUTHERN END OF A DROP INLET
 LX7090'CATCH BASIN.  IT IS 90.6 FEET EAST OF HARTFORD ELECTRIC LIGHT
 LX7090'COMPANY POLE 1651, 80 FEET NORTHWEST OF SOUTHERN NEW ENGLAND
 LX7090'TELEPHONE POLE 1139, 100.1 FEET NORTH OF HARTFORD ELECTRIC
 LX7090'LIGHT COMPANY POLE 1487 AND 37 FEET NORTH OF THE CENTERLINE
 LX7090'OF STATE ROUTE 160.
 LX7090'
 LX7090'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX7090'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX7090'TRIANGLE IN THE TOP CENTER OF A CONCRETE CATCH BASIN.  IT IS
 LX7090'117.4 FEET EAST OF HARTFORD ELECTRIC LIGHT COMPANY POLE 1651,
 LX7090'90.7 FEET NORTH OF HARTFORD ELECTRIC LIGHT COMPANY POLE 1487,
 LX7090'18 FEET NORTH OF THE CENTERLINE OF STATE ROUTE 160 AND 48.0
 LX7090'FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1139.
 LX7090'
 LX7090'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX7090'
 LX7090'DESCRIBED BY R.C. JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2074 ***********************************************************************
 LX2074  DESIGNATION -  1274
 LX2074  PID         -  LX2074
 LX2074  STATE/COUNTY-  CT/TOLLAND
 LX2074  USGS QUAD   -  ELLINGTON (1984)
 LX2074
 LX2074                         *CURRENT SURVEY CONTROL
 LX2074  ___________________________________________________________________
 LX2074* NAD 83(1986)-  41 58 59.     (N)    072 25 11.     (W)     SCALED    
 LX2074* NAVD 88     -       150.074  (meters)     492.37   (feet)  ADJUSTED  
 LX2074  ___________________________________________________________________
 LX2074  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2074  DYNAMIC HT  -         150.027 (meters)     492.21  (feet)  COMP
 LX2074  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 LX2074
 LX2074  VERT ORDER  -  FIRST     CLASS II
 LX2074
 LX2074.The horizontal coordinates were scaled from a topographic map and have
 LX2074.an estimated accuracy of +/- 6 seconds.
 LX2074
 LX2074.The orthometric height was determined by differential leveling
 LX2074.and adjusted by the National Geodetic Survey in June 1991..
 LX2074
 LX2074.The geoid height was determined by GEOID03.
 LX2074
 LX2074.The dynamic height is computed by dividing the NAVD 88
 LX2074.geopotential number by the normal gravity value computed on the
 LX2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2074.degrees latitude (g = 980.6199 gals.).
 LX2074
 LX2074.The modeled gravity was interpolated from observed gravity values.
 LX2074
 LX2074;                    North         East    Units  Estimated Accuracy
 LX2074;SPC CT       -   280,140.      332,170.      MT  (+/- 180 meters Scaled)
 LX2074
 LX2074                          SUPERSEDED SURVEY CONTROL
 LX2074
 LX2074.No superseded survey control is available for this station.
 LX2074
 LX2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM137511(NAD 83)
 LX2074_MARKER: DD = SURVEY DISK
 LX2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2074_SP_SET: CONCRETE POST
 LX2074_STAMPING: 1274
 LX2074_MARK LOGO: CTGS  
 LX2074_PROJECTION: FLUSH
 LX2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2074+STABILITY: SURFACE MOTION
 LX2074
 LX2074  HISTORY     - Date     Condition        Report By
 LX2074  HISTORY     - 1938     MONUMENTED       CTGS
 LX2074  HISTORY     - 1984     GOOD             NGS
 LX2074
 LX2074                          STATION DESCRIPTION
 LX2074
 LX2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2074'2.2 KM (1.35 MI) EAST FROM SOMERS.
 LX2074'2.2 KM (1.35 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2074'SOMERS TO THE MARK ON THE RIGHT, 7.62 METERS (25.0 FT) SOUTH OF THE
 LX2074'CENTERLINE OF THE HIGHWAY, 9.36 METERS (30.7 FT) EAST OF UTILITY POLE
 LX2074'463.
 LX2074'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LX2074'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3130 ***********************************************************************
 LX3130  DESIGNATION -  1287
 LX3130  PID         -  LX3130
 LX3130  STATE/COUNTY-  CT/HARTFORD
 LX3130  USGS QUAD   -  GLASTONBURY (1992)
 LX3130
 LX3130                         *CURRENT SURVEY CONTROL
 LX3130  ___________________________________________________________________
 LX3130* NAD 83(1986)-  41 40 04.     (N)    072 36 06.     (W)     SCALED    
 LX3130* NAVD 88     -        22.251  (meters)      73.00   (feet)  ADJUSTED  
 LX3130  ___________________________________________________________________
 LX3130  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX3130  DYNAMIC HT  -          22.244 (meters)      72.98  (feet)  COMP
 LX3130  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX3130
 LX3130  VERT ORDER  -  FIRST     CLASS II
 LX3130
 LX3130.The horizontal coordinates were scaled from a topographic map and have
 LX3130.an estimated accuracy of +/- 6 seconds.
 LX3130
 LX3130.The orthometric height was determined by differential leveling
 LX3130.and adjusted by the National Geodetic Survey in June 1991..
 LX3130
 LX3130.The geoid height was determined by GEOID03.
 LX3130
 LX3130.The dynamic height is computed by dividing the NAVD 88
 LX3130.geopotential number by the normal gravity value computed on the
 LX3130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3130.degrees latitude (g = 980.6199 gals.).
 LX3130
 LX3130.The modeled gravity was interpolated from observed gravity values.
 LX3130
 LX3130;                    North         East    Units  Estimated Accuracy
 LX3130;SPC CT       -   245,080.      317,150.      MT  (+/- 180 meters Scaled)
 LX3130
 LX3130                          SUPERSEDED SURVEY CONTROL
 LX3130
 LX3130.No superseded survey control is available for this station.
 LX3130
 LX3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM996156(NAD 83)
 LX3130_MARKER: DD = SURVEY DISK
 LX3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3130_SP_SET: CONCRETE POST
 LX3130_STAMPING: 1287
 LX3130_MARK LOGO: CTGS  
 LX3130_PROJECTION: RECESSED 9 CENTIMETERS
 LX3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3130+STABILITY: SURFACE MOTION
 LX3130
 LX3130  HISTORY     - Date     Condition        Report By
 LX3130  HISTORY     - UNK      MONUMENTED       CTGS
 LX3130  HISTORY     - 1986     GOOD             NGS
 LX3130
 LX3130                          STATION DESCRIPTION
 LX3130
 LX3130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3130'IN SOUTH GLASTONBURY.
 LX3130'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3130'SOUTH GLASTONBURY TO THE MARK ON THE RIGHT IN THE NORTHEAST ANGLE OF
 LX3130'THE INTERSECTION OF STATE HIGHWAY 17 AND HOPEWELL ROAD.  IT IS 12.1
 LX3130'METERS (40.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 32.1
 LX3130'(105.4 FT) NORTHEAST OF THE CENTERLINE OF HOPEWELL ROAD, 10.2 METERS
 LX3130'(33.5 FT) SOUTH OF THE CENTER OF A BELL TELEPHONE MANHOLE COVER, 7.0
 LX3130'METERS (23.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF BOTTOM STEP
 LX3130'LEADING TO HOUSE NO. 938, 4.8 METERS (15.9 FT) WEST OF A ROCK WALL,
 LX3130'4.4 METERS (14.5 FT) EAST OF POWER POLE NO. 2533 AND 0.27 METERS (0.9
 LX3130'FT) SOUTH OF A GUY WIRE.
 LX3130'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX3130'THE MARK IS 0.60 M ABOVE HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3129 ***********************************************************************
 LX3129  DESIGNATION -  1288
 LX3129  PID         -  LX3129
 LX3129  STATE/COUNTY-  CT/HARTFORD
 LX3129  USGS QUAD   -  GLASTONBURY (1992)
 LX3129
 LX3129                         *CURRENT SURVEY CONTROL
 LX3129  ___________________________________________________________________
 LX3129* NAD 83(1986)-  41 39 56.     (N)    072 36 13.     (W)     SCALED    
 LX3129* NAVD 88     -        10.983  (meters)      36.03   (feet)  ADJUSTED  
 LX3129  ___________________________________________________________________
 LX3129  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX3129  DYNAMIC HT  -          10.979 (meters)      36.02  (feet)  COMP
 LX3129  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 LX3129
 LX3129  VERT ORDER  -  FIRST     CLASS II
 LX3129
 LX3129.The horizontal coordinates were scaled from a topographic map and have
 LX3129.an estimated accuracy of +/- 6 seconds.
 LX3129
 LX3129.The orthometric height was determined by differential leveling
 LX3129.and adjusted by the National Geodetic Survey in June 1991..
 LX3129
 LX3129.The geoid height was determined by GEOID03.
 LX3129
 LX3129.The dynamic height is computed by dividing the NAVD 88
 LX3129.geopotential number by the normal gravity value computed on the
 LX3129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3129.degrees latitude (g = 980.6199 gals.).
 LX3129
 LX3129.The modeled gravity was interpolated from observed gravity values.
 LX3129
 LX3129;                    North         East    Units  Estimated Accuracy
 LX3129;SPC CT       -   244,840.      316,990.      MT  (+/- 180 meters Scaled)
 LX3129
 LX3129                          SUPERSEDED SURVEY CONTROL
 LX3129
 LX3129.No superseded survey control is available for this station.
 LX3129
 LX3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM995154(NAD 83)
 LX3129_MARKER: DD = SURVEY DISK
 LX3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3129_SP_SET: CONCRETE POST
 LX3129_STAMPING: 1288
 LX3129_MARK LOGO: CTGS  
 LX3129_PROJECTION: RECESSED 38 CENTIMETERS
 LX3129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3129+STABILITY: SURFACE MOTION
 LX3129
 LX3129  HISTORY     - Date     Condition        Report By
 LX3129  HISTORY     - UNK      MONUMENTED       CTGS
 LX3129  HISTORY     - 1986     GOOD             NGS
 LX3129
 LX3129                          STATION DESCRIPTION
 LX3129
 LX3129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3129'IN SOUTH GLASTONBURY.
 LX3129'MARK IS IN SOUTH GLASTONBURY ALONG STATE HIGHWAY 17, ACROSS HIGHWAY
 LX3129'FROM POST OFFICE AND IN FRONT OF BUILDING NO. 865.  IT IS 7.5 METERS
 LX3129'(24.8 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 17, 6.5 METERS (21.5
 LX3129'FT) SOUTHEAST OF THE NORTHEAST CORNER OF BUILDING NO. 865 AND 1.6
 LX3129'METERS (5.4 FT) SOUTH OF THE SOUTH SIDE OF AN EAST-WEST SIDEWALK.
 LX3129'NOTE--A 5-INCH PIPE WAS PLACED OVER THE MARK AND THE LOGO CAP WAS
 LX3129'STAMPED 1288 CTGS.  THE MARK IS 15-INCHES UNDERGROUND.
 LX3129'THE MARK IS 0.18 M ABOVE HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3125 ***********************************************************************
 LX3125  DESIGNATION -  1289
 LX3125  PID         -  LX3125
 LX3125  STATE/COUNTY-  CT/HARTFORD
 LX3125  USGS QUAD   -  GLASTONBURY (1992)
 LX3125
 LX3125                         *CURRENT SURVEY CONTROL
 LX3125  ___________________________________________________________________
 LX3125* NAD 83(1986)-  41 38 42.     (N)    072 36 20.     (W)     SCALED    
 LX3125* NAVD 88     -        54.800  (meters)     179.79   (feet)  ADJUSTED  
 LX3125  ___________________________________________________________________
 LX3125  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX3125  DYNAMIC HT  -          54.782 (meters)     179.73  (feet)  COMP
 LX3125  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX3125
 LX3125  VERT ORDER  -  FIRST     CLASS II
 LX3125
 LX3125.The horizontal coordinates were scaled from a topographic map and have
 LX3125.an estimated accuracy of +/- 6 seconds.
 LX3125
 LX3125.The orthometric height was determined by differential leveling
 LX3125.and adjusted by the National Geodetic Survey in June 1991..
 LX3125
 LX3125.The geoid height was determined by GEOID03.
 LX3125
 LX3125.The dynamic height is computed by dividing the NAVD 88
 LX3125.geopotential number by the normal gravity value computed on the
 LX3125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3125.degrees latitude (g = 980.6199 gals.).
 LX3125
 LX3125.The modeled gravity was interpolated from observed gravity values.
 LX3125
 LX3125;                    North         East    Units  Estimated Accuracy
 LX3125;SPC CT       -   242,550.      316,830.      MT  (+/- 180 meters Scaled)
 LX3125
 LX3125                          SUPERSEDED SURVEY CONTROL
 LX3125
 LX3125.No superseded survey control is available for this station.
 LX3125
 LX3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM994131(NAD 83)
 LX3125_MARKER: DD = SURVEY DISK
 LX3125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3125_SP_SET: CONCRETE POST
 LX3125_STAMPING: 1289
 LX3125_MARK LOGO: CTGS  
 LX3125_PROJECTION: RECESSED 9 CENTIMETERS
 LX3125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3125+STABILITY: SURFACE MOTION
 LX3125
 LX3125  HISTORY     - Date     Condition        Report By
 LX3125  HISTORY     - UNK      MONUMENTED       CTGS
 LX3125  HISTORY     - 1986     GOOD             NGS
 LX3125
 LX3125                          STATION DESCRIPTION
 LX3125
 LX3125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3125'2.3 KM (1.45 MI) SOUTH FROM SOUTH GLASTONBURY.
 LX3125'2.3 KM (1.45 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3125'SOUTH GLASTONBURY TO THE MARK ON THE LEFT IN FRONT OF HOUSE NO. 268.
 LX3125'IT IS 6.2 METERS (2.06 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17
 LX3125'AND 2.3 METERS (7.6 FT) NORTHWEST OF POWER POLE NO. 1924.
 LX3125'THE MARK IS 0.18 METERS  S FROM  A WITNESS POST
 LX3125'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3124 ***********************************************************************
 LX3124  DESIGNATION -  1290 X
 LX3124  PID         -  LX3124
 LX3124  STATE/COUNTY-  CT/HARTFORD
 LX3124  USGS QUAD   -  GLASTONBURY (1992)
 LX3124
 LX3124                         *CURRENT SURVEY CONTROL
 LX3124  ___________________________________________________________________
 LX3124* NAD 83(1986)-  41 38 23.     (N)    072 36 22.     (W)     SCALED    
 LX3124* NAVD 88     -        55.685  (meters)     182.69   (feet)  ADJUSTED  
 LX3124  ___________________________________________________________________
 LX3124  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3124  DYNAMIC HT  -          55.667 (meters)     182.63  (feet)  COMP
 LX3124  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX3124
 LX3124  VERT ORDER  -  FIRST     CLASS II
 LX3124
 LX3124.The horizontal coordinates were scaled from a topographic map and have
 LX3124.an estimated accuracy of +/- 6 seconds.
 LX3124
 LX3124.The orthometric height was determined by differential leveling
 LX3124.and adjusted by the National Geodetic Survey in June 1991..
 LX3124
 LX3124.The geoid height was determined by GEOID03.
 LX3124
 LX3124.The dynamic height is computed by dividing the NAVD 88
 LX3124.geopotential number by the normal gravity value computed on the
 LX3124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3124.degrees latitude (g = 980.6199 gals.).
 LX3124
 LX3124.The modeled gravity was interpolated from observed gravity values.
 LX3124
 LX3124;                    North         East    Units  Estimated Accuracy
 LX3124;SPC CT       -   241,970.      316,790.      MT  (+/- 180 meters Scaled)
 LX3124
 LX3124                          SUPERSEDED SURVEY CONTROL
 LX3124
 LX3124.No superseded survey control is available for this station.
 LX3124
 LX3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM993125(NAD 83)
 LX3124_MARKER: DD = SURVEY DISK
 LX3124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3124_SP_SET: CONCRETE POST
 LX3124_STAMPING: 1290 X
 LX3124_MARK LOGO: CTGS  
 LX3124_PROJECTION: FLUSH
 LX3124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3124+STABILITY: SURFACE MOTION
 LX3124
 LX3124  HISTORY     - Date     Condition        Report By
 LX3124  HISTORY     - UNK      MONUMENTED       CTGS
 LX3124  HISTORY     - 1986     GOOD             NGS
 LX3124
 LX3124                          STATION DESCRIPTION
 LX3124
 LX3124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3124'2.9 KM (1.8 MI) SOUTH FROM SOUTH GLASTONBURY.
 LX3124'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3124'SOUTH GLASTONBURY TO THE MARK ON THE RIGHT AT THE JUNCTION OF OLD
 LX3124'MAIDS LANE.  IT IS 7.0 METERS (23.0 FT) WEST OF THE CENTER OF
 LX3124'STATE HIGHWAY 17 AND 17.2 METERS (56.5 FT) SOUTH OF THE CENTER OF OLD
 LX3124'MAIDS LANE.
 LX3124'THE MARK IS 0.18 M ABOVE HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3086 ***********************************************************************
 LX3086  DESIGNATION -  1293
 LX3086  PID         -  LX3086
 LX3086  STATE/COUNTY-  CT/MIDDLESEX
 LX3086  USGS QUAD   -  MOODUS (1984)
 LX3086
 LX3086                         *CURRENT SURVEY CONTROL
 LX3086  ___________________________________________________________________
 LX3086* NAD 83(1986)-  41 36 25.     (N)    072 28 57.     (W)     SCALED    
 LX3086* NAVD 88     -       167.977  (meters)     551.10   (feet)  ADJUSTED  
 LX3086  ___________________________________________________________________
 LX3086  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3086  DYNAMIC HT  -         167.920 (meters)     550.92  (feet)  COMP
 LX3086  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LX3086
 LX3086  VERT ORDER  -  FIRST     CLASS II
 LX3086
 LX3086.The horizontal coordinates were scaled from a topographic map and have
 LX3086.an estimated accuracy of +/- 6 seconds.
 LX3086
 LX3086.The orthometric height was determined by differential leveling
 LX3086.and adjusted by the National Geodetic Survey in June 1991..
 LX3086
 LX3086.The geoid height was determined by GEOID03.
 LX3086
 LX3086.The dynamic height is computed by dividing the NAVD 88
 LX3086.geopotential number by the normal gravity value computed on the
 LX3086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3086.degrees latitude (g = 980.6199 gals.).
 LX3086
 LX3086.The modeled gravity was interpolated from observed gravity values.
 LX3086
 LX3086;                    North         East    Units  Estimated Accuracy
 LX3086;SPC CT       -   238,350.      327,100.      MT  (+/- 180 meters Scaled)
 LX3086
 LX3086                          SUPERSEDED SURVEY CONTROL
 LX3086
 LX3086.No superseded survey control is available for this station.
 LX3086
 LX3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM097091(NAD 83)
 LX3086_MARKER: DD = SURVEY DISK
 LX3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3086_SP_SET: CONCRETE POST
 LX3086_STAMPING: 1293
 LX3086_MARK LOGO: CTGS  
 LX3086_PROJECTION: FLUSH
 LX3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3086+STABILITY: SURFACE MOTION
 LX3086
 LX3086  HISTORY     - Date     Condition        Report By
 LX3086  HISTORY     - 1937     MONUMENTED       CTGS
 LX3086  HISTORY     - 1986     GOOD             NGS
 LX3086
 LX3086                          STATION DESCRIPTION
 LX3086
 LX3086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3086'3.4 KM (2.1 MI) EAST FROM EAST HAMPTON.
 LX3086'3.4 KM (2.1 MI) EAST ALONG STATE HIGHWAY 66 FROM THE TOWN HALL IN EAST
 LX3086'HAMPTON TO THE MARK ON THE LEFT, 9.6 METERS (31.5 FT) NORTHWEST OF
 LX3086'THE CENTERLINE OF THE HIGHWAY, 3.8 METERS (12.5 FT) WEST OF POWER POLE
 LX3086'NO. 830.
 LX3086'THE MARK IS 0.18 METERS  E FROM  A WITNESS POST
 LX3086'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3710 ***********************************************************************
 LX3710  DESIGNATION -  13
 LX3710  PID         -  LX3710
 LX3710  STATE/COUNTY-  CT/NEW HAVEN
 LX3710  USGS QUAD   -  MILFORD (1984)
 LX3710
 LX3710                         *CURRENT SURVEY CONTROL
 LX3710  ___________________________________________________________________
 LX3710* NAD 83(1996)-  41 12 37.88308(N)    073 02 48.05304(W)     ADJUSTED  
 LX3710* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3710  ___________________________________________________________________
 LX3710  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LX3710  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3710
 LX3710  HORZ ORDER  -  THIRD
 LX3710
 LX3710.The horizontal coordinates were established by classical geodetic methods
 LX3710.and adjusted by the National Geodetic Survey in August 1998..
 LX3710
 LX3710.The orthometric height was scaled from a topographic map.
 LX3710
 LX3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3710
 LX3710.The geoid height was determined by GEOID03.
 LX3710
 LX3710;                    North         East     Units Scale Factor Converg.
 LX3710;SPC CT       -   194,332.602   279,918.932   MT  0.99999895   -0 11 48.2
 LX3710;SPC CT       -   637,572.88    918,367.36   sFT  0.99999895   -0 11 48.2
 LX3710;SPC NY L     -   116,354.580   379,951.480   MT  1.00001465   +0 37 24.8
 LX3710;SPC NY L     -   381,739.98  1,246,557.48   sFT  1.00001465   +0 37 24.8
 LX3710;UTM  18      - 4,563,966.981   663,757.518   MT  0.99993004   +1 17 13.9
 LX3710
 LX3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3710!SPC CT       -   1.00000458  x   0.99999895  =   1.00000353
 LX3710!SPC NY L     -   1.00000458  x   1.00001465  =   1.00001923
 LX3710!UTM  18      -   1.00000458  x   0.99993004  =   0.99993462
 LX3710
 LX3710|---------------------------------------------------------------------|
 LX3710| PID    Reference Object                     Distance      Geod. Az  |
 LX3710|                                                           dddmmss.s |
 LX3710| CB4810 13 RM 2                              27.438 METERS 08559     |
 LX3710| LX3713 CHARLES IS ST THOMAS CHAPEL         APPROX. 2.3 KM 1952235.6 |
 LX3710| LX3708 MILFORD HARBOR LIGHT                145.099 METERS 25827     |
 LX3710| LX3705 MILFORD GREEN FLAGPOLE              APPROX. 1.6 KM 3194604.0 |
 LX3710| LX3709 11                                  253.368 METERS 33700     |
 LX3710| LX0901 13 RM 1                              14.943 METERS 35031     |
 LX3710|---------------------------------------------------------------------|
 LX3710
 LX3710                          SUPERSEDED SURVEY CONTROL
 LX3710
 LX3710  NAD 83(1992)-  41 12 37.88187(N)    073 02 48.05274(W) AD(       ) 3
 LX3710  NAD 83(1986)-  41 12 37.88645(N)    073 02 48.05778(W) AD(       ) 3
 LX3710  NAD 27      -  41 12 37.53400(N)    073 02 49.67400(W) AD(       ) 3
 LX3710
 LX3710.Superseded values are not recommended for survey control.
 LX3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3710.See file dsdata.txt to determine how the superseded data were derived.
 LX3710
 LX3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6375863967(NAD 83)
 LX3710_MARKER: H = DRILL HOLE
 LX3710_SETTING: 0 = UNSPECIFIED SETTING
 LX3710
 LX3710  HISTORY     - Date     Condition        Report By
 LX3710  HISTORY     - 1933     MONUMENTED       USE
 LX3710  HISTORY     - 1953     GOOD             CGS
 LX3710  HISTORY     - 1957     GOOD             CGS
 LX3710  HISTORY     - 1961     GOOD             CGS
 LX3710  HISTORY     - 1961     GOOD             CGS
 LX3710  HISTORY     - 1961     GOOD             CGS
 LX3710  HISTORY     - 1964     MARK NOT FOUND   CGS
 LX3710
 LX3710                          STATION DESCRIPTION
 LX3710
 LX3710'DESCRIBED BY US ENGINEERS 1933 (GCM)
 LX3710'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX3710'U.S. ARMY.  IT IS ON THE STONE FURTHEST INSHORE AT THE E END
 LX3710'OF THE JETTY AT THE E SIDE OF THE ENTRANCE TO MILFORD HARBOR.  THE
 LX3710'STONE IS FLAT AND MEASURES 6 FEET BY 4-1/2 FEET.  CENTER IS ONE
 LX3710'FOOT FROM THE WESTERLY EDGE OF THE STONE.
 LX3710'
 LX3710'CENTER IS MARKED BY A 3/4 INCH DRILL HOLE 1-1/2 INCHES
 LX3710'DEEP.  REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE WING
 LX3710'WALL AT THE W SIDE OF THE S APPROACH OF THE HIGHWAY BRIDGE ACROSS
 LX3710'INDIAN RIVER.  IT IS 0.78 METER FROM THE S END OF THE WING
 LX3710'WALL.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A LARGE
 LX3710'BOULDER ON THE E SIDE OF THE HIGHWAY.  IT IS 5.9 METERS FROM THE
 LX3710'CENTER LINE OF THE ROAD.
 LX3710'
 LX3710'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LX3710
 LX3710                          STATION RECOVERY (1953)
 LX3710
 LX3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCC)
 LX3710'A STANDARD REFERENCE MARK DISK, STAMPED USE 13 NO.1, SET IN
 LX3710'SOUTH END OF WEST RETAINING WALL OF APPROACH TO BRIDGE OVER
 LX3710'INDIAN RIVER.  IT IS ABOUT 2 FEET NORTH OF SOUTH END OF RETAINING
 LX3710'WALL AND ABOUT 3 FEET SOUTH OF BENCH MARK 3.
 LX3710
 LX3710                          STATION RECOVERY (1957)
 LX3710
 LX3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3710'STATION MARK AND REFERENCE MARK 1 RECOVERED AS DESCRIBED.  REFERENCE
 LX3710'MARK 2 COULD NOT BE FOUND AND WAS PROBABLY DESTROYED IN NEW
 LX3710'HIGHWAY CONSTRUCTION.  USE 13 IN YELLOW PAINT IS INSCRIBED ON
 LX3710'THE BOULDER MARKING THE STATION.
 LX3710
 LX3710                          STATION RECOVERY (1961)
 LX3710
 LX3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3710'STATION RECOVERED IN GOOD CONDITION.  ON EAST VERTICAL FACE OF
 LX3710'INSHORE STONE, IS MARKED USE 13 IN FAINT YELLOW PAINT.  AROUND
 LX3710'THE STATION DRILL HOLE, AN EQUALLY FAINT YELLOW TRIANGLE HAS
 LX3710'BEEN PAINTED.  DRILL HOLE SHOWS SIGNS OF WEATHERING, BUT STILL
 LX3710'USEABLE. A NEW WIDE CONCRETE HIGHWAY BRIDGE HAS REPLACED THE OLD
 LX3710'BRIDGE WHICH STILL IN ITS ORIGINAL POSITION, PASSABLE ON FOOT,
 LX3710'BUT THE ROADWAY NO LONGER LEADS ACROSS THE OLD BRIDGE.  NOW IT
 LX3710'CROSS THE NEW BRIDGE.  FROM THE WEST FACE OF THE WEST SIDE OF
 LX3710'SOUTHERN RETAINING WALL OF OLD BRIDGE, IT IS ABOUT 60 FEET EAST
 LX3710'TO WEST SIDEWALL OF THE NEW BRIDGE.  NEW ROAD CONSTRUCTION
 LX3710'AND GRADING FOR NEW BRIDGE HAVE DESTROYED B.M. 2.  R.M. 1 WAS
 LX3710'FOUND AS DESCRIBED IN 1953 AND STAMPED U.S. 13 NO 1.
 LX3710'
 LX3710'THREE FEET NORTH OF R.M.1 IS R.M. 3, A BRONZE DISK, HAVING A
 LX3710'STRAIGHT LINE POINTING TOWARD STATION.  THE CUT STONE IN WHICH
 LX3710'THE MARKS ARE SET IS RED IN COLOR.
 LX3710
 LX3710                          STATION RECOVERY (1961)
 LX3710
 LX3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3710'SEE REPORT OF C.H.O. , 1/18/61, AT WHICH TIME I HAD DOUBTS OF MY
 LX3710'RECORDING OF THE DATE, 1917.  ALSO, THE DESCRIPTION SAID, STONE
 LX3710'IS FLAT.  I RECALLED THAT THE W PORTION OF STONE, ALTHOUGH FLAT,
 LX3710'IS LOWER THAN THE LARGER E PORTION OF STONE, WHICH IS ALSO
 LX3710'FLAT.  ON MY RETURN HOME, 1/18 I SUSPECTED POSSIBLE STORM DAMAGE
 LX3710'TO THE STONE.  HENCE, MY RETURN VISIT.
 LX3710'
 LX3710'ATTACHED SKETCH INDICATES THAT ALL IS WELL WITH NO.13, EXCEPT
 LX3710'AS REPORTED, 1/18, DRILL HOLE SHOWS SIGNS OF WEATHERING, BUT
 LX3710'STILL USEABLE.  THE FAINT YELLOW PAINT, NOTED 1/18, SEEMED
 LX3710'EVEN FAINTER TODAY, WITH A STRONG 4 P.M. SUNLIGHT.  CHECKED
 LX3710'DISTANCES FROM NO.13 TO R.M. NO.1, WHICH HAS AN ARROW (IT IS A
 LX3710'USC AND GS DISK, STAMPED USE 13 NO.1).  AND FROM NO.13 TO
 LX3710'U.S.C. AND G.S. BENCH MARK BRONZE DISK, WITH CAST STRAIGHT LINE
 LX3710'IN CENTER, AND STAMPED 1917 NO.3.
 LX3710'
 LX3710'IN MY 1/18 REPORT, I NOTED THAT NO. OF NO.1, APPEARED LIKE A
 LX3710'3, ON ITS SIDE.  IN TODAYS SUNLIGHT, THE NO. WAS EASILY
 LX3710'READ.  (NO RESEMBLANCE TO A 3).  BOTH I AND MY GLASSES ARE ALL
 LX3710'RIGHT BUT I CALL EM AS I SEE EM, WHEN I SEE EM.
 LX3710'
 LX3710'IM QUITE SURE R.M. NO. 2 IS GONE.  I NOTICED TODAY THAT THE NEW
 LX3710'CONCRETE BRIDGE IS SEVERAL FEET HIGHER IN ELEVATION THAN THE OLD
 LX3710'ROAD BRIDGE.  FILL AND GRADING HAVE EITHER COVERED OR DESTROYED
 LX3710'R.M. NO. 2.
 LX3710'
 LX3710'JUST TO BE SURE THAT E END JETTY STONE, TODAY, IS THE SAME ONE AS
 LX3710'IN 1933, I MEASURED IT--6 FT. BY 4-1/2 FT.  DRILL HOLE ONE FOOT
 LX3710'FROM THE WESTERLY EDGE.  THIS AGREES WITH MATTISONS 33
 LX3710'DESCRIPTION.  AS YOU CAN SEE, I WAS SUSPICIOUS OF POSSIBLE STORM
 LX3710'DAMAGE, BUT 13 HAS A CLEAN BILL OF HEALTH, AS FAR AS IM
 LX3710'CONCERNED.  I EVEN TALKED WITH LOCAL PEOPLE WHO TOLD ME THAT THE
 LX3710'E END OF THIS JETTY DOES NOT TAKE A BEATING FROM STRONG ELY
 LX3710'WINDS.
 LX3710
 LX3710                          STATION RECOVERY (1961)
 LX3710
 LX3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3710'RECOVERED 11/10/61, IN BETTER CONDITION THAN ON 2/27/61, AT
 LX3710'WHICH TIME FAINT YELLOW PAINT MARKED A SHALLOW DRILL HOLE.  NOW,
 LX3710'HOLE HAS BEEN DRILLED DEEPER, AND MARKED WITH NEW RED
 LX3710'PAINT.  (PROBABLY HAS BEEN USED BY LOCAL ENGINEERS WORKING ON
 LX3710'IMPROVEMENTS TO ROADS IN THIS VICINITY).
 LX3710'
 LX3710'WHILE HERE, 11/10/61, I ALSO CHECKED OLD R.M. 1 (STAMPED
 LX3710'U.S.E. 13 NO. 1).  (IT HAS AN ARROW POINTING TOWARD U.S.E. 13).  AND
 LX3710'ALSO USC AND GS B.M. , STAMPED 1917 NO. 3, WHICH IS
 LX3710'0.843 METER N OF R.M. 1.  BOTH DISKS ARE IN VERY GOOD CONDITION,
 LX3710'IMBEDDED IN RED STONE PORTION OF OLD HIGHWAY BRIDGE.
 LX3710'
 LX3710'I DO NOT HAVE AN ORIGINAL DESCRIPTION OF B.M. 1917 NO. 3, NOR
 LX3710'DO I KNOW ITS ELEVATION.
 LX3710'
 LX3710'R.M. 1 IS 14.94 METERS N OF U.S.E. 13.
 LX3710
 LX3710                          STATION RECOVERY (1964)
 LX3710
 LX3710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHO)
 LX3710'PREVIOUSLY REPORTED FOUND BY C.H.O. IN 1961.
 LX3710'
 LX3710'TODAY, 1/8/64, NO. 13 WAS NOT FOUND.  ITS LOCATION WAS COVERED
 LX3710'WITH A HEAVY, NATURAL, OVERLAY OF SAND.  LATER TODAY, I SAW
 LX3710'RISBERG, CITY ENGR., MILFORD.  HE AND I BOTH BELIEVE U.S.E. NO. 13
 LX3710'IS PROBABLY O.K. -- UNDER HEAVY LAYER OF SAND.
 LX3710'
 LX3710'ON 3/16/64 I REVISITED THIS AREA.  DUG A LOT OF SAND, BUT NATURE
 LX3710'HAS PILED IT ON, REAL DEEP, HERE.  NO.13 AGAIN NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0901 ***********************************************************************
 LX0901  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0901  DESIGNATION -  13 RM 1
 LX0901  PID         -  LX0901
 LX0901  STATE/COUNTY-  CT/NEW HAVEN
 LX0901  USGS QUAD   -  MILFORD (1984)
 LX0901
 LX0901                         *CURRENT SURVEY CONTROL
 LX0901  ___________________________________________________________________
 LX0901* NAD 83(1986)-  41 12 37.     (N)    073 02 47.     (W)     SCALED    
 LX0901* NAVD 88     -         2.196  (meters)       7.20   (feet)  ADJUSTED  
 LX0901  ___________________________________________________________________
 LX0901  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0901  DYNAMIC HT  -           2.195 (meters)       7.20  (feet)  COMP
 LX0901  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX0901
 LX0901  VERT ORDER  -  FIRST     CLASS I
 LX0901
 LX0901.The horizontal coordinates were scaled from a topographic map and have
 LX0901.an estimated accuracy of +/- 6 seconds.
 LX0901
 LX0901.The orthometric height was determined by differential leveling
 LX0901.and adjusted by the National Geodetic Survey in June 1991..
 LX0901
 LX0901.This Tidal Bench Mark is designated as VM 2279
 LX0901.by the Center for Operational Oceanographic Products and Services.
 LX0901
 LX0901.The geoid height was determined by GEOID03.
 LX0901
 LX0901.The dynamic height is computed by dividing the NAVD 88
 LX0901.geopotential number by the normal gravity value computed on the
 LX0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0901.degrees latitude (g = 980.6199 gals.).
 LX0901
 LX0901.The modeled gravity was interpolated from observed gravity values.
 LX0901
 LX0901;                    North         East    Units  Estimated Accuracy
 LX0901;SPC CT       -   194,310.      279,940.      MT  (+/- 180 meters Scaled)
 LX0901
 LX0901                          SUPERSEDED SURVEY CONTROL
 LX0901
 LX0901  NGVD 29 (??/??/92)    2.52   (m)            8.3    (f) COMPUTED    1 1
 LX0901
 LX0901.Superseded values are not recommended for survey control.
 LX0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0901.See file dsdata.txt to determine how the superseded data were derived.
 LX0901
 LX0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL637639(NAD 83)
 LX0901_MARKER: DR = REFERENCE MARK DISK
 LX0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0901_SP_SET: BRIDGE
 LX0901_STAMPING: USE 13 NO 1
 LX0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0901+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 LX0901
 LX0901  HISTORY     - Date     Condition        Report By
 LX0901  HISTORY     - 1933     MONUMENTED       CGS
 LX0901  HISTORY     - 1965     GOOD             NGS
 LX0901  HISTORY     - 1988     GOOD             USPSQD
 LX0901  HISTORY     - 20040328 GOOD             USPSQD
 LX0901  HISTORY     - 20060328 GOOD             USPSQD
 LX0901
 LX0901                          STATION DESCRIPTION
 LX0901
 LX0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0901'AT MILFORD.
 LX0901'AT MILFORD, ABOUT 0.8 MILE SOUTH ALONG GULF STREET FROM THE
 LX0901'INTERSECTION OF NEW HAVEN AVENUE, AT THE MOUTH OF MILFORD HARBOR,
 LX0901'74 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW CONCRETE
 LX0901'BRIDGE OVER GULF POND, SET ON TOP OF THE SOUTH END OF THE
 LX0901'SOUTHWEST STONE WING WALL OF THE OLD STEEL BRIDGE OVER GULF
 LX0901'POND, 55.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD
 LX0901'BRIDGE, 2.5 FEET NORTH OF THE SOUTH END OF THE WING WALL, 2.8
 LX0901'FEET SOUTH OF TIDAL MARK 3 AND ABOUT 4 FEET BELOW THE LEVEL OF
 LX0901'THE STREET.
 LX0901
 LX0901                          STATION RECOVERY (1988)
 LX0901
 LX0901'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0901'RECOVERED IN GOOD CONDITION.
 LX0901
 LX0901                          STATION RECOVERY (2004)
 LX0901
 LX0901'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX0901'RECOVERED IN GOOD CONDITION.
 LX0901
 LX0901                          STATION RECOVERY (2006)
 LX0901
 LX0901'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDM)
 LX0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2473 ***********************************************************************
 LX2473  DESIGNATION -  13 T OF THOMASTON
 LX2473  PID         -  LX2473
 LX2473  STATE/COUNTY-  CT/LITCHFIELD
 LX2473  USGS QUAD   -  THOMASTON (1976)
 LX2473
 LX2473                         *CURRENT SURVEY CONTROL
 LX2473  ___________________________________________________________________
 LX2473* NAD 83(1986)-  41 40 24.     (N)    073 04 29.     (W)     SCALED    
 LX2473* NAVD 88     -       118.930  (meters)     390.19   (feet)  ADJUSTED  
 LX2473  ___________________________________________________________________
 LX2473  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2473  DYNAMIC HT  -         118.893 (meters)     390.07  (feet)  COMP
 LX2473  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 LX2473
 LX2473  VERT ORDER  -  FIRST     CLASS II
 LX2473
 LX2473.The horizontal coordinates were scaled from a topographic map and have
 LX2473.an estimated accuracy of +/- 6 seconds.
 LX2473
 LX2473.The orthometric height was determined by differential leveling
 LX2473.and adjusted by the National Geodetic Survey in June 1991..
 LX2473
 LX2473.The geoid height was determined by GEOID03.
 LX2473
 LX2473.The dynamic height is computed by dividing the NAVD 88
 LX2473.geopotential number by the normal gravity value computed on the
 LX2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2473.degrees latitude (g = 980.6199 gals.).
 LX2473
 LX2473.The modeled gravity was interpolated from observed gravity values.
 LX2473
 LX2473;                    North         East    Units  Estimated Accuracy
 LX2473;SPC CT       -   245,740.      277,760.      MT  (+/- 180 meters Scaled)
 LX2473
 LX2473                          SUPERSEDED SURVEY CONTROL
 LX2473
 LX2473.No superseded survey control is available for this station.
 LX2473
 LX2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM602152(NAD 83)
 LX2473_MARKER: DD = SURVEY DISK
 LX2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2473_SP_SET: CONCRETE POST
 LX2473_STAMPING: 13
 LX2473_MARK LOGO: LOCENG
 LX2473_PROJECTION: RECESSED 5 CENTIMETERS
 LX2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2473+STABILITY: SURFACE MOTION
 LX2473
 LX2473  HISTORY     - Date     Condition        Report By
 LX2473  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2473  HISTORY     - 1985     GOOD             NGS
 LX2473
 LX2473                          STATION DESCRIPTION
 LX2473
 LX2473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2473'IN THOMASTON.
 LX2473'IN THOMASTON, AT THE POST OFFICE, AT THE JUNCTION OF MAIN AND CLAY
 LX2473'STREETS, IN THE FRONT LAWN ALONG THE WEST EDGE OF THE SIDEWALK, IT IS
 LX2473'A TOWN OF THOMASTON DISK, 2.71 METERS (8.9 FT) NORTHWEST OF THE
 LX2473'NORTHWEST CURB OF MAIN STREET, 9.29 METERS (30.5 FT) NORTHEAST OF THE
 LX2473'NORTHEAST CURB OF CLAY STREET, 4.66 METERS (15.3 FT) SOUTHWEST OF THE
 LX2473'SOUTHWEST FACE OF THE BOTTOM STEP OF THE POST OFFICE, 4.48 METERS
 LX2473'(14.7 FT) EAST-NORTHEAST OF THE SOUTH CORNER OF THE POST OFFICE.
 LX2473'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LX2473'THE MARK IS 0.18 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0025 ***********************************************************************
 LX0025  DESIGNATION -  130 W
 LX0025  PID         -  LX0025
 LX0025  STATE/COUNTY-  CT/NEW LONDON
 LX0025  USGS QUAD   -  NORWICH (1983)
 LX0025
 LX0025                         *CURRENT SURVEY CONTROL
 LX0025  ___________________________________________________________________
 LX0025* NAD 83(1986)-  41 31 34.     (N)    072 04 34.     (W)     SCALED    
 LX0025* NAVD 88     -        12.082  (meters)      39.64   (feet)  ADJUSTED  
 LX0025  ___________________________________________________________________
 LX0025  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX0025  DYNAMIC HT  -          12.078 (meters)      39.63  (feet)  COMP
 LX0025  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX0025
 LX0025  VERT ORDER  -  FIRST     CLASS II
 LX0025
 LX0025.The horizontal coordinates were scaled from a topographic map and have
 LX0025.an estimated accuracy of +/- 6 seconds.
 LX0025
 LX0025.The orthometric height was determined by differential leveling
 LX0025.and adjusted by the National Geodetic Survey in June 1991..
 LX0025
 LX0025.The geoid height was determined by GEOID03.
 LX0025
 LX0025.The dynamic height is computed by dividing the NAVD 88
 LX0025.geopotential number by the normal gravity value computed on the
 LX0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0025.degrees latitude (g = 980.6199 gals.).
 LX0025
 LX0025.The modeled gravity was interpolated from observed gravity values.
 LX0025
 LX0025;                    North         East    Units  Estimated Accuracy
 LX0025;SPC CT       -   229,560.      361,040.      MT  (+/- 180 meters Scaled)
 LX0025
 LX0025                          SUPERSEDED SURVEY CONTROL
 LX0025
 LX0025  NGVD 29 (??/??/92)   12.374  (m)           40.60   (f) ADJ UNCH    1 2
 LX0025
 LX0025.Superseded values are not recommended for survey control.
 LX0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0025.See file dsdata.txt to determine how the superseded data were derived.
 LX0025
 LX0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM439012(NAD 83)
 LX0025_MARKER: DD = SURVEY DISK
 LX0025_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0025+WITH SETTING: PAVEMENT
 LX0025_SP_SET: GRANITE SILL
 LX0025_STAMPING: 130 W 1923 41
 LX0025_MARK LOGO: USGS  
 LX0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0025+STABILITY: SURFACE MOTION
 LX0025
 LX0025  HISTORY     - Date     Condition        Report By
 LX0025  HISTORY     - 1923     MONUMENTED       USGS
 LX0025  HISTORY     - 1935     GOOD             NGS
 LX0025  HISTORY     - 1986     GOOD             NGS
 LX0025  HISTORY     - 20060424 GOOD             USPSQD
 LX0025
 LX0025                          STATION DESCRIPTION
 LX0025
 LX0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0025'AT NORWICH.
 LX0025'AT NORWICH, NEW LONDON COUNTY, ON BROADWAY STREET, AT THE
 LX0025'MUNICIPAL BUILDING, 6 FEET SOUTH OF THE EAST ENTRANCE TO THE
 LX0025'POLICE DEPARTMENT, IN THE GRANITE SILL, 30 FEET WEST OF THE CENTER
 LX0025'LINE OF THE STREET, AND ABOUT 1 FOOT HIGHER THAN THE PAVEMENT.
 LX0025'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 130 W
 LX0025'1923 41.
 LX0025
 LX0025                          STATION RECOVERY (1986)
 LX0025
 LX0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0025'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS.  IN NORWICH ,
 LX0025'AT THE BROAD STREET ENTRANCE TO CITY HALL, IN GRANITE SILL AT
 LX0025'THE SOUTH SIDE OF THE ENTRANCE DOOR.
 LX0025
 LX0025                          STATION RECOVERY (2006)
 LX0025
 LX0025'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3057 ***********************************************************************
 LX3057  DESIGNATION -  1302
 LX3057  PID         -  LX3057
 LX3057  STATE/COUNTY-  CT/WINDHAM
 LX3057  USGS QUAD   -  SCOTLAND (1983)
 LX3057
 LX3057                         *CURRENT SURVEY CONTROL
 LX3057  ___________________________________________________________________
 LX3057* NAD 83(1986)-  41 42 02.     (N)    072 03 23.     (W)     SCALED    
 LX3057* NAVD 88     -       107.340  (meters)     352.16   (feet)  ADJUSTED  
 LX3057  ___________________________________________________________________
 LX3057  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3057  DYNAMIC HT  -         107.303 (meters)     352.04  (feet)  COMP
 LX3057  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LX3057
 LX3057  VERT ORDER  -  FIRST     CLASS II
 LX3057
 LX3057.The horizontal coordinates were scaled from a topographic map and have
 LX3057.an estimated accuracy of +/- 6 seconds.
 LX3057
 LX3057.The orthometric height was determined by differential leveling
 LX3057.and adjusted by the National Geodetic Survey in June 1991..
 LX3057
 LX3057.The geoid height was determined by GEOID03.
 LX3057
 LX3057.The dynamic height is computed by dividing the NAVD 88
 LX3057.geopotential number by the normal gravity value computed on the
 LX3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3057.degrees latitude (g = 980.6199 gals.).
 LX3057
 LX3057.The modeled gravity was interpolated from observed gravity values.
 LX3057
 LX3057;                    North         East    Units  Estimated Accuracy
 LX3057;SPC CT       -   248,950.      362,530.      MT  (+/- 180 meters Scaled)
 LX3057
 LX3057                          SUPERSEDED SURVEY CONTROL
 LX3057
 LX3057.No superseded survey control is available for this station.
 LX3057
 LX3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM449207(NAD 83)
 LX3057_MARKER: DD = SURVEY DISK
 LX3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3057_SP_SET: CONCRETE POST
 LX3057_STAMPING: 1302
 LX3057_MARK LOGO: CTGS  
 LX3057_PROJECTION: PROJECTING 12 CENTIMETERS
 LX3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3057+STABILITY: SURFACE MOTION
 LX3057
 LX3057  HISTORY     - Date     Condition        Report By
 LX3057  HISTORY     - 1936     MONUMENTED       CTGS
 LX3057  HISTORY     - 1986     GOOD             NGS
 LX3057  HISTORY     - 19961001 GOOD             USPSQD
 LX3057
 LX3057                          STATION DESCRIPTION
 LX3057
 LX3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3057'2.2 KM (1.35 MI) EAST FROM SCOTLAND.
 LX3057'2.2 KM (1.35 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3057'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE RIGHT, ALSO 3.1
 LX3057'KM (1.9 MI) WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF WATER
 LX3057'STREET IN WESTMINSTER, 11.58 METERS (38.0 FT) SOUTHEAST OF THE
 LX3057'CENTERLINE OF THE HIGHWAY, 51.82 METERS (170.0 FT) SOUTHWEST
 LX3057'OF THE SCOTLAND-CANTERBURY TOWN LINE SIGN.
 LX3057'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LX3057'THE MARK IS 2.5 M ABOVE HIGHWAY.
 LX3057
 LX3057                          STATION RECOVERY (1996)
 LX3057
 LX3057'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3062 ***********************************************************************
 LX3062  DESIGNATION -  1303
 LX3062  PID         -  LX3062
 LX3062  STATE/COUNTY-  CT/WINDHAM
 LX3062  USGS QUAD   -  SCOTLAND (1983)
 LX3062
 LX3062                         *CURRENT SURVEY CONTROL
 LX3062  ___________________________________________________________________
 LX3062* NAD 83(1986)-  41 42 25.     (N)    072 00 59.     (W)     SCALED    
 LX3062* NAVD 88     -       136.355  (meters)     447.36   (feet)  ADJUSTED  
 LX3062  ___________________________________________________________________
 LX3062  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3062  DYNAMIC HT  -         136.306 (meters)     447.20  (feet)  COMP
 LX3062  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 LX3062
 LX3062  VERT ORDER  -  FIRST     CLASS II
 LX3062
 LX3062.The horizontal coordinates were scaled from a topographic map and have
 LX3062.an estimated accuracy of +/- 6 seconds.
 LX3062
 LX3062.The orthometric height was determined by differential leveling
 LX3062.and adjusted by the National Geodetic Survey in June 1991..
 LX3062
 LX3062.The geoid height was determined by GEOID03.
 LX3062
 LX3062.The dynamic height is computed by dividing the NAVD 88
 LX3062.geopotential number by the normal gravity value computed on the
 LX3062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3062.degrees latitude (g = 980.6199 gals.).
 LX3062
 LX3062.The modeled gravity was interpolated from observed gravity values.
 LX3062
 LX3062;                    North         East    Units  Estimated Accuracy
 LX3062;SPC CT       -   249,680.      365,860.      MT  (+/- 180 meters Scaled)
 LX3062
 LX3062                          SUPERSEDED SURVEY CONTROL
 LX3062
 LX3062.No superseded survey control is available for this station.
 LX3062
 LX3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM482215(NAD 83)
 LX3062_MARKER: DD = SURVEY DISK
 LX3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3062_SP_SET: CONCRETE POST
 LX3062_STAMPING: 1303
 LX3062_MARK LOGO: CTGS  
 LX3062_PROJECTION: RECESSED 2 CENTIMETERS
 LX3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3062+STABILITY: SURFACE MOTION
 LX3062
 LX3062  HISTORY     - Date     Condition        Report By
 LX3062  HISTORY     - 1936     MONUMENTED       CTGS
 LX3062  HISTORY     - 1986     GOOD             NGS
 LX3062
 LX3062                          STATION DESCRIPTION
 LX3062
 LX3062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3062'0.6 KM (0.4 MI) SE FROM WESTMINSTER.
 LX3062'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LX3062'WATER STREET IN WESTMINSTER TO THE MARK ON THE RIGHT.  IT IS 5.49
 LX3062'METERS (18.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.01
 LX3062'METERS (75.5 FT) NORTHWEST OF THE CENTER OF BOPP ROAD AND 11.64 METERS
 LX3062'(38.2 FT) SOUTHEAST OF UTILITY POLE NO. 132.
 LX3062'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3063 ***********************************************************************
 LX3063  DESIGNATION -  1304
 LX3063  PID         -  LX3063
 LX3063  STATE/COUNTY-  CT/WINDHAM
 LX3063  USGS QUAD   -  SCOTLAND (1983)
 LX3063
 LX3063                         *CURRENT SURVEY CONTROL
 LX3063  ___________________________________________________________________
 LX3063* NAD 83(1986)-  41 42 17.     (N)    072 00 39.     (W)     SCALED    
 LX3063* NAVD 88     -       132.623  (meters)     435.11   (feet)  ADJUSTED  
 LX3063  ___________________________________________________________________
 LX3063  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX3063  DYNAMIC HT  -         132.576 (meters)     434.96  (feet)  COMP
 LX3063  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LX3063
 LX3063  VERT ORDER  -  FIRST     CLASS II
 LX3063
 LX3063.The horizontal coordinates were scaled from a topographic map and have
 LX3063.an estimated accuracy of +/- 6 seconds.
 LX3063
 LX3063.The orthometric height was determined by differential leveling
 LX3063.and adjusted by the National Geodetic Survey in June 1991..
 LX3063
 LX3063.The geoid height was determined by GEOID03.
 LX3063
 LX3063.The dynamic height is computed by dividing the NAVD 88
 LX3063.geopotential number by the normal gravity value computed on the
 LX3063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3063.degrees latitude (g = 980.6199 gals.).
 LX3063
 LX3063.The modeled gravity was interpolated from observed gravity values.
 LX3063
 LX3063;                    North         East    Units  Estimated Accuracy
 LX3063;SPC CT       -   249,440.      366,320.      MT  (+/- 180 meters Scaled)
 LX3063
 LX3063                          SUPERSEDED SURVEY CONTROL
 LX3063
 LX3063.No superseded survey control is available for this station.
 LX3063
 LX3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM487213(NAD 83)
 LX3063_MARKER: DD = SURVEY DISK
 LX3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3063_SP_SET: CONCRETE POST
 LX3063_STAMPING: 1304
 LX3063_MARK LOGO: CTGS  
 LX3063_PROJECTION: PROJECTING 2 CENTIMETERS
 LX3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3063+STABILITY: SURFACE MOTION
 LX3063
 LX3063  HISTORY     - Date     Condition        Report By
 LX3063  HISTORY     - 1936     MONUMENTED       CTGS
 LX3063  HISTORY     - 1986     GOOD             NGS
 LX3063
 LX3063                          STATION DESCRIPTION
 LX3063
 LX3063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3063'1.2 KM (0.75 MI) SE FROM WESTMINSTER.
 LX3063'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LX3063'WATER STREET IN WESTMINSTER TO THE MARK ON THE LEFT, 5.49 METERS
 LX3063'(18.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.81 METERS
 LX3063'(97.8 FT) SOUTHEAST OF UTILITY POLE NO. 126 E 36, 15.09 METERS (49.5
 LX3063'FT) NORTHWEST OF UTILITY POLE NO. 1952.
 LX3063'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1796 ***********************************************************************
 LW1796  DESIGNATION -  1305X
 LW1796  PID         -  LW1796
 LW1796  STATE/COUNTY-  CT/WINDHAM
 LW1796  USGS QUAD   -  PLAINFIELD (1983)
 LW1796
 LW1796                         *CURRENT SURVEY CONTROL
 LW1796  ___________________________________________________________________
 LW1796* NAD 83(1996)-  41 41 19.     (N)    071 56 59.     (W)     SCALED    
 LW1796* NAVD 88     -        59.611  (meters)     195.57   (feet)  ADJUSTED  
 LW1796  ___________________________________________________________________
 LW1796  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1796  DYNAMIC HT  -          59.591 (meters)     195.51  (feet)  COMP
 LW1796  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW1796
 LW1796  VERT ORDER  -  FIRST     CLASS II
 LW1796
 LW1796.The horizontal coordinates were scaled from a topographic map and have
 LW1796.an estimated accuracy of +/- 6 seconds.
 LW1796
 LW1796.The orthometric height was determined by differential leveling
 LW1796.and adjusted by the National Geodetic Survey in June 1991..
 LW1796
 LW1796.The geoid height was determined by GEOID03.
 LW1796
 LW1796.The dynamic height is computed by dividing the NAVD 88
 LW1796.geopotential number by the normal gravity value computed on the
 LW1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1796.degrees latitude (g = 980.6199 gals.).
 LW1796
 LW1796.The modeled gravity was interpolated from observed gravity values.
 LW1796
 LW1796;                    North         East    Units  Estimated Accuracy
 LW1796;SPC CT       -   247,700.      371,430.      MT  (+/- 180 meters Scaled)
 LW1796
 LW1796                          SUPERSEDED SURVEY CONTROL
 LW1796
 LW1796  NGVD 29 (07/19/86)   59.6    (m)          196.     (f) VERT ANG       
 LW1796
 LW1796.Superseded values are not recommended for survey control.
 LW1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1796.See file dsdata.txt to determine how the superseded data were derived.
 LW1796
 LW1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG545194(NAD 83)
 LW1796_MARKER: DD = SURVEY DISK
 LW1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1796_SP_SET: CONCRETE POST
 LW1796_STAMPING: 1305X
 LW1796_MARK LOGO: CTGS  
 LW1796_PROJECTION: FLUSH
 LW1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1796+STABILITY: SURFACE MOTION
 LW1796
 LW1796  HISTORY     - Date     Condition        Report By
 LW1796  HISTORY     - 1975     MONUMENTED       CTGS
 LW1796  HISTORY     - 1986     GOOD             NGS
 LW1796
 LW1796                          STATION DESCRIPTION
 LW1796
 LW1796'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW1796'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF THE
 LW1796'JUNCTION OF CONNECTICUT ROUTES 14 AND 12 IN CENTRAL VILLAGE,
 LW1796'1-3/4 MILES WEST OF THE JUNCTION OF CONNECTICUT ROUTES
 LW1796'14A AND 12 IN PLAINFIELD CENTER AND 1-1/2 MILES SOUTHEAST
 LW1796'OF THE JUNCTION OF CONNECTICUT ROUTES 14 AND 169 IN CANTERBURY
 LW1796'CENTER.
 LW1796'
 LW1796'1305X (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LW1796'AND STATE SURVEY BRONZE DISK, STAMPED 1305X, SET IN THE TOP OF A
 LW1796'6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE
 LW1796'POST.  THE TOP IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LW1796'64.2 FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 14A,
 LW1796'37.1 FEET WEST OF THE CENTERLINE OF EXLEY ROAD AND 54.8 FEET
 LW1796'WEST OF CONNECTICUT LIGHT AND POWER POLE 765.  IT IS ABOUT 356
 LW1796'FEET WEST OF THE STATION.
 LW1796
 LW1796                          STATION RECOVERY (1986)
 LW1796
 LW1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1796'2.3 KM (1.4 MI) SE FROM CANTERBURY.
 LW1796'0.8 KM (0.5 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LW1796'STATE HIGHWAY 169 IN CANTERBURY, THENCE 1.5 KM (0.9 MI) SOUTHEAST
 LW1796'ALONG STATE HIGHWAY 14A TO THE MARK ON THE LEFT IN THE LAWN OF A FARM
 LW1796'HOUSE, 19.51 METERS (64.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LW1796'16.70 METERS (54.8 FT) WEST OF AND ACROSS EXLEY ROAD FROM POWER POLE
 LW1796'NO. 765, 11.28 METERS (37.0 FT) WEST OF THE CENTER OF EXLEY ROAD.
 LW1796'NOTE-- THE DISK IS BADLY SCARRED AND THE DESIGNATION CAN NOT BE READ.
 LW1796'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1798 ***********************************************************************
 LW1798  DESIGNATION -  1306
 LW1798  PID         -  LW1798
 LW1798  STATE/COUNTY-  CT/WINDHAM
 LW1798  USGS QUAD   -  PLAINFIELD (1983)
 LW1798
 LW1798                         *CURRENT SURVEY CONTROL
 LW1798  ___________________________________________________________________
 LW1798* NAD 83(1996)-  41 41 13.     (N)    071 56 38.     (W)     SCALED    
 LW1798* NAVD 88     -        56.951  (meters)     186.85   (feet)  ADJUSTED  
 LW1798  ___________________________________________________________________
 LW1798  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1798  DYNAMIC HT  -          56.932 (meters)     186.78  (feet)  COMP
 LW1798  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LW1798
 LW1798  VERT ORDER  -  FIRST     CLASS II
 LW1798
 LW1798.The horizontal coordinates were scaled from a topographic map and have
 LW1798.an estimated accuracy of +/- 6 seconds.
 LW1798
 LW1798.The orthometric height was determined by differential leveling
 LW1798.and adjusted by the National Geodetic Survey in June 1991..
 LW1798
 LW1798.The geoid height was determined by GEOID03.
 LW1798
 LW1798.The dynamic height is computed by dividing the NAVD 88
 LW1798.geopotential number by the normal gravity value computed on the
 LW1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1798.degrees latitude (g = 980.6199 gals.).
 LW1798
 LW1798.The modeled gravity was interpolated from observed gravity values.
 LW1798
 LW1798;                    North         East    Units  Estimated Accuracy
 LW1798;SPC CT       -   247,520.      371,910.      MT  (+/- 180 meters Scaled)
 LW1798
 LW1798                          SUPERSEDED SURVEY CONTROL
 LW1798
 LW1798  NGVD 29 (07/19/86)   57.0    (m)          187.     (f) VERT ANG       
 LW1798
 LW1798.Superseded values are not recommended for survey control.
 LW1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1798.See file dsdata.txt to determine how the superseded data were derived.
 LW1798
 LW1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG549192(NAD 83)
 LW1798_MARKER: DD = SURVEY DISK
 LW1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1798_SP_SET: CONCRETE POST
 LW1798_STAMPING: 1306
 LW1798_MARK LOGO: CTGS  
 LW1798_PROJECTION: RECESSED 10 CENTIMETERS
 LW1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1798+STABILITY: SURFACE MOTION
 LW1798
 LW1798  HISTORY     - Date     Condition        Report By
 LW1798  HISTORY     - 1975     MONUMENTED       CTGS
 LW1798  HISTORY     - 1986     GOOD             NGS
 LW1798
 LW1798                          STATION DESCRIPTION
 LW1798
 LW1798'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW1798'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF THE
 LW1798'JUNCTION OF CONNECTICUT ROUTES 14 AND 12 IN CENTRAL VILLAGE,
 LW1798'1-1/2 MILES WEST OF THE JUNCTION OF CONNECTICUT ROUTE 14A
 LW1798'AND 12 IN PLAINFIELD CENTER AND 1-1/2 MILES SOUTHEAST OF
 LW1798'THE JUNCTION OF CONNECTICUT ROUTES 14 AND 169 IN CANTERBURY
 LW1798'CENTER.
 LW1798'
 LW1798'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTES
 LW1798'14A AND 12 IN PLAINFIELD CENTER, GO WESTERLY ON CONNECTICUT
 LW1798'ROUTE 14A FOR 1.6 MILES TO THE STATION ON THE LEFT SIDE OF THE
 LW1798'ROAD.
 LW1798'
 LW1798'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LW1798'SURVEY BRONZE DISK, STAMPED 1306, SET IN THE TOP OF A 6 INCH
 LW1798'BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE
 LW1798'TOP IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 16.5 FEET
 LW1798'SOUTH OF THE CENTERLINE OF THE ROAD, 66.5 FEET SOUTHEAST OF
 LW1798'CONNECTICUT LIGHT AND POWER POLE 59, 129 FEET EAST OF WHERE
 LW1798'THE EASTERLY RANGE OF A ONE STORY FRAME HOUSE ON THE NORTH
 LW1798'SIDE OF THE ROAD MEETS THE EDGE OF THE ROAD, 167.2 FEET EAST
 LW1798'OF WHERE THE EASTERLY RANGE OF A 2 STORY FRAME HOUSE MEETS
 LW1798'THE SOUTH SIDE OF THE ROAD, 46.5 FEET SOUTHEAST OF THE
 LW1798'SOUTHERLY END OF A STONE WALL RUNNING NORTH FROM THE
 LW1798'NORTHERLY SIDE OF THE ROAD AND 156 FEET SOUTHEAST OF THE
 LW1798'CENTER OF THE CONCRETE WELL COVER ON THE NORTH SIDE OF THE
 LW1798'ROAD.
 LW1798'
 LW1798'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 INCH HEAD
 LW1798'OF A BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE
 LW1798'IN A ONE FOOT BY ONE FOOT BOULDER.  IT IS 23.7 FEET NORTH OF
 LW1798'THE CENTERLINE OF THE ROAD, 76.6 FEET EAST OF CONNECTICUT
 LW1798'LIGHT AND POWER POLE 59 AND 119 FEET WEST OF CONNECTICUT LIGHT
 LW1798'AND POWER POLE 57.  IT PROJECTS 3 INCHES OUT OF A 4 FOOT
 LW1798'BANK ALONGSIDE OF THE ROAD.
 LW1798'
 LW1798'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 INCH HEAD
 LW1798'OF A BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN ONE
 LW1798'FOOT BY TWO FOOT BOULDER ON A FENCE LINE.  IT IS 25.2 FEET
 LW1798'SOUTH OF THE CENTERLINE OF THE ROAD, 73 FEET WEST OF A FENCE
 LW1798'INTERSECTION AND 96 FEET EAST OF CONNECTICUT LIGHT AND POWER
 LW1798'POLE 59.  IT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 LW1798'
 LW1798'REFERENCE MARK 3 IS A 3/8 INCH DRILL HOLE WITH A
 LW1798'TRIANGLE CHISELED AROUNT IT, IN A 1 FOOT BY 1 FOOT BOULDER, IT
 LW1798'IS 55.7 FEET EAST OF CONNECTICUT LIGHT AND POWER POLE 59, 20.5
 LW1798'FEET NORTH OF THE CENTERLINE OF THE ROAD AND 139.5 FEET WEST
 LW1798'OF CONNECTICUT LIGHT AND POWER POLE 57.  IT PROJECTS 2 INCHES
 LW1798'OUT OF A BANK ALONG THE SIDE OF THE ROAD.
 LW1798'
 LW1798'4594 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW1798'BRASS DISK, STAMPED 4594, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LW1798'BY 48 INCH LONG REINFORCED CONCRETE POST.  THE TOP IS 2 INCHES
 LW1798'BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 854 FEET EAST
 LW1798'OF THE STATION, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LW1798'42 FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER POLE 50,
 LW1798'148.5 FEET WEST OF THE WESTERLY RANGE OF A ONE AND ONE-HALF
 LW1798'STORY FRAME HOUSE WHERE IT MEETS THE SOUTHERN SIDE OF THE
 LW1798'ROAD AND 5 FEET NORTH OF A FENCE.
 LW1798'
 LW1798'3287 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW1798'BRASS DISK, STAMPED 3287, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LW1798'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS 3
 LW1798'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 95.7 FEET
 LW1798'NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE 68, 46 FEET
 LW1798'NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 14A AND 18.5 FEET
 LW1798'EAST OF THE EAST END OF A STONE WALL RUNNING PARALLEL WITH THE
 LW1798'ROAD AT A BARWAY OPENING.
 LW1798'
 LW1798'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
 LW1798
 LW1798                          STATION RECOVERY (1986)
 LW1798
 LW1798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1798'2.8 KM (1.75 MI) SE FROM CANTERBURY.
 LW1798'0.8 KM (0.5 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LW1798'STATE HIGHWAY 169 IN CANTERBURY, THENCE 2.0 KM (1.25 MI) SOUTHEAST
 LW1798'ALONG STATE HIGHWAY 14A TO THE MARK ON THE RIGHT, 5.03 METERS (16.5
 LW1798'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.27 METERS (66.5 FT)
 LW1798'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 58.
 LW1798'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0363 ***********************************************************************
 LX0363  DESIGNATION -  131
 LX0363  PID         -  LX0363
 LX0363  STATE/COUNTY-  CT/NEW HAVEN
 LX0363  USGS QUAD   -  NEW HAVEN (1984)
 LX0363
 LX0363                         *CURRENT SURVEY CONTROL
 LX0363  ___________________________________________________________________
 LX0363* NAD 83(1986)-  41 16 22.     (N)    072 59 38.     (W)     SCALED    
 LX0363* NAVD 88     -        41.643  (meters)     136.62   (feet)  ADJUSTED  
 LX0363  ___________________________________________________________________
 LX0363  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX0363  DYNAMIC HT  -          41.630 (meters)     136.58  (feet)  COMP
 LX0363  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 LX0363
 LX0363  VERT ORDER  -  FIRST     CLASS I
 LX0363
 LX0363.The horizontal coordinates were scaled from a topographic map and have
 LX0363.an estimated accuracy of +/- 6 seconds.
 LX0363
 LX0363.The orthometric height was determined by differential leveling
 LX0363.and adjusted by the National Geodetic Survey in June 1991..
 LX0363
 LX0363.The geoid height was determined by GEOID03.
 LX0363
 LX0363.The dynamic height is computed by dividing the NAVD 88
 LX0363.geopotential number by the normal gravity value computed on the
 LX0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0363.degrees latitude (g = 980.6199 gals.).
 LX0363
 LX0363.The modeled gravity was interpolated from observed gravity values.
 LX0363
 LX0363;                    North         East    Units  Estimated Accuracy
 LX0363;SPC CT       -   201,230.      284,370.      MT  (+/- 180 meters Scaled)
 LX0363
 LX0363                          SUPERSEDED SURVEY CONTROL
 LX0363
 LX0363  NGVD 29 (??/??/92)   41.97   (m)          137.7    (f) COMPUTED    1 1
 LX0363
 LX0363.Superseded values are not recommended for survey control.
 LX0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0363.See file dsdata.txt to determine how the superseded data were derived.
 LX0363
 LX0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL680709(NAD 83)
 LX0363_MARKER: DD = SURVEY DISK
 LX0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0363+STABILITY: SURFACE MOTION
 LX0363
 LX0363  HISTORY     - Date     Condition        Report By
 LX0363  HISTORY     - UNK      MONUMENTED       CTDT
 LX0363  HISTORY     - 1965     GOOD             NGS
 LX0363
 LX0363                          STATION DESCRIPTION
 LX0363
 LX0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0363'2.8 MI NE FROM MILFORD.
 LX0363'2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE PARCEL POST
 LX0363'STATION POST OFFICE AT MILFORD, AT ORANGE, ABOUT 0.35 MILE
 LX0363'SOUTHWEST OF THE JUNCTION OF BLUE HILL ROAD, ABOUT 143 YARDS
 LX0363'NORTHEAST OF THE JUNCTION OF LINDY STREET, 64 FEET SOUTHEAST OF
 LX0363'THE EAST CORNER OF THE ORANGE COFFEE SHOP, 13.5 FEET NORTHWEST
 LX0363'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, SET IN
 LX0363'THE TOP OF A CONCRETE POST ABOUT IN THE CENTER OF A BLACK TOP
 LX0363'STRIP ALONG THE EDGE OF THE HIGHWAY AND PROJECTING 1 INCH ABOVE
 LX0363'THE LEVEL OF THE BLACKTOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1710 ***********************************************************************
 LW1710  DESIGNATION -  1310 CTGS
 LW1710  PID         -  LW1710
 LW1710  STATE/COUNTY-  CT/WINDHAM
 LW1710  USGS QUAD   -  PLAINFIELD (1983)
 LW1710
 LW1710                         *CURRENT SURVEY CONTROL
 LW1710  ___________________________________________________________________
 LW1710* NAD 83(1986)-  41 38 33.     (N)    071 56 38.     (W)     SCALED    
 LW1710* NAVD 88     -        50.191  (meters)     164.67   (feet)  ADJUSTED  
 LW1710  ___________________________________________________________________
 LW1710  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1710  DYNAMIC HT  -          50.174 (meters)     164.61  (feet)  COMP
 LW1710  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LW1710
 LW1710  VERT ORDER  -  FIRST     CLASS II
 LW1710
 LW1710.The horizontal coordinates were scaled from a topographic map and have
 LW1710.an estimated accuracy of +/- 6 seconds.
 LW1710
 LW1710.The orthometric height was determined by differential leveling
 LW1710.and adjusted by the National Geodetic Survey in June 1991..
 LW1710
 LW1710.The geoid height was determined by GEOID03.
 LW1710
 LW1710.The dynamic height is computed by dividing the NAVD 88
 LW1710.geopotential number by the normal gravity value computed on the
 LW1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1710.degrees latitude (g = 980.6199 gals.).
 LW1710
 LW1710.The modeled gravity was interpolated from observed gravity values.
 LW1710
 LW1710;                    North         East    Units  Estimated Accuracy
 LW1710;SPC CT       -   242,580.      371,960.      MT  (+/- 180 meters Scaled)
 LW1710
 LW1710                          SUPERSEDED SURVEY CONTROL
 LW1710
 LW1710.No superseded survey control is available for this station.
 LW1710
 LW1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG548142(NAD 83)
 LW1710_MARKER: DD = SURVEY DISK
 LW1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1710_SP_SET: CONCRETE POST
 LW1710_STAMPING: 1310
 LW1710_MARK LOGO: CTGS  
 LW1710_PROJECTION: FLUSH
 LW1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1710+STABILITY: SURFACE MOTION
 LW1710
 LW1710  HISTORY     - Date     Condition        Report By
 LW1710  HISTORY     - UNK      MONUMENTED       CTGS
 LW1710  HISTORY     - 1984     GOOD             NGS
 LW1710  HISTORY     - 19961001 GOOD             USPSQD
 LW1710
 LW1710                          STATION DESCRIPTION
 LW1710
 LW1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1710'5.3 KM (3.3 MI) SSW FROM PLAINFIELD.
 LW1710'5.3 KM (3.3 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 LW1710'JUNCTION OF STATE HIGHWAY 14A WEST IN PLAINFIELD TO THE MARK ON THE
 LW1710'LEFT, 0.2 KM (0.1 MI) NORTHEAST OF THE JUNCTION OF TOPER ROAD, ALSO
 LW1710'5.6 KM (3.5 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1710'STATE HIGHWAY 138 IN JEWETT CITY, 8.53 METERS (28.0 FT) SOUTHEAST OF
 LW1710'THE CENTERLINE OF THE HIGHWAY, 14.47 METERS (47.5 FT) EAST-NORTHEAST
 LW1710'OF A HIGHWAY SIGN (45 M P H), 14.17 METERS (46.5 FT) SOUTH-SOUTHEAST
 LW1710'ACROSS THE HIGHWAY FROM A POWER POLE WITH A SECURITY LIGHT.
 LW1710'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 LW1710'THE MARK IS 1.82 M ABOVE HIGHWAY.
 LW1710
 LW1710                          STATION RECOVERY (1996)
 LW1710
 LW1710'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1712 ***********************************************************************
 LW1712  DESIGNATION -  1311
 LW1712  PID         -  LW1712
 LW1712  STATE/COUNTY-  CT/NEW LONDON
 LW1712  USGS QUAD   -  PLAINFIELD (1983)
 LW1712
 LW1712                         *CURRENT SURVEY CONTROL
 LW1712  ___________________________________________________________________
 LW1712* NAD 83(1986)-  41 37 36.     (N)    071 58 06.     (W)     SCALED    
 LW1712* NAVD 88     -        36.037  (meters)     118.23   (feet)  ADJUSTED  
 LW1712  ___________________________________________________________________
 LW1712  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW1712  DYNAMIC HT  -          36.025 (meters)     118.19  (feet)  COMP
 LW1712  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW1712
 LW1712  VERT ORDER  -  FIRST     CLASS II
 LW1712
 LW1712.The horizontal coordinates were scaled from a topographic map and have
 LW1712.an estimated accuracy of +/- 6 seconds.
 LW1712
 LW1712.The orthometric height was determined by differential leveling
 LW1712.and adjusted by the National Geodetic Survey in June 1991..
 LW1712
 LW1712.The geoid height was determined by GEOID03.
 LW1712
 LW1712.The dynamic height is computed by dividing the NAVD 88
 LW1712.geopotential number by the normal gravity value computed on the
 LW1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1712.degrees latitude (g = 980.6199 gals.).
 LW1712
 LW1712.The modeled gravity was interpolated from observed gravity values.
 LW1712
 LW1712;                    North         East    Units  Estimated Accuracy
 LW1712;SPC CT       -   240,800.      369,940.      MT  (+/- 180 meters Scaled)
 LW1712
 LW1712                          SUPERSEDED SURVEY CONTROL
 LW1712
 LW1712.No superseded survey control is available for this station.
 LW1712
 LW1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG527125(NAD 83)
 LW1712_MARKER: DD = SURVEY DISK
 LW1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1712_SP_SET: CONCRETE POST
 LW1712_STAMPING: 1311
 LW1712_MARK LOGO: CTGS  
 LW1712_PROJECTION: RECESSED 2 CENTIMETERS
 LW1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1712+STABILITY: SURFACE MOTION
 LW1712
 LW1712  HISTORY     - Date     Condition        Report By
 LW1712  HISTORY     - UNK      MONUMENTED       CTGS
 LW1712  HISTORY     - 1984     GOOD             NGS
 LW1712  HISTORY     - 19901006 GOOD             USPSQD
 LW1712
 LW1712                          STATION DESCRIPTION
 LW1712
 LW1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1712'2.9 KM (1.8 MI) NORTH FROM JEWETT CITY.
 LW1712'2.9 KM (1.8 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1712'STATE HIGHWAY 138 IN JEWETT CITY TO THE MARK ON THE RIGHT, JUST
 LW1712'NORTHEAST OF THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST, 6.31
 LW1712'METERS (20.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.51
 LW1712'METERS (70.6 FT) NORTHWEST OF THE WEST CORNER OF A SINGLE STORY FRAME
 LW1712'HOUSE, 14.78 METERS (48.5 FT) EAST AND ACROSS THE HIGHWAY FROM THE
 LW1712'EAST CORNER OF A GRANITE MILE MARKER INGRAVED (10 M N).
 LW1712'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 LW1712'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1712
 LW1712                          STATION RECOVERY (1990)
 LW1712
 LW1712'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3597 ***********************************************************************
 LW3597  DESIGNATION -  1312
 LW3597  PID         -  LW3597
 LW3597  STATE/COUNTY-  CT/NEW LONDON
 LW3597  USGS QUAD   -  JEWETT CITY (1984)
 LW3597
 LW3597                         *CURRENT SURVEY CONTROL
 LW3597  ___________________________________________________________________
 LW3597* NAD 83(1996)-  41 37 24.     (N)    071 58 25.     (W)     SCALED    
 LW3597* NAVD 88     -        36.07   (+/-2cm)     118.3    (feet)  VERTCON   
 LW3597  ___________________________________________________________________
 LW3597  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW3597
 LW3597  VERT ORDER  -  THIRD ? (See Below)
 LW3597
 LW3597.The horizontal coordinates were scaled from a topographic map and have
 LW3597.an estimated accuracy of +/- 6 seconds.
 LW3597
 LW3597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3597.The vertical order pertains to the NGVD 29 superseded value.
 LW3597
 LW3597.The geoid height was determined by GEOID03.
 LW3597
 LW3597;                    North         East    Units  Estimated Accuracy
 LW3597;SPC CT       -   240,430.      369,500.      MT  (+/- 180 meters Scaled)
 LW3597
 LW3597                          SUPERSEDED SURVEY CONTROL
 LW3597
 LW3597  NGVD 29 (07/19/86)   36.33   (m)          119.2    (f) LEVELING    3  
 LW3597
 LW3597.Superseded values are not recommended for survey control.
 LW3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3597.See file dsdata.txt to determine how the superseded data were derived.
 LW3597
 LW3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG522122(NAD 83)
 LW3597_MARKER: DD = SURVEY DISK
 LW3597_SETTING: 0 = UNSPECIFIED SETTING
 LW3597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3597
 LW3597  HISTORY     - Date     Condition        Report By
 LW3597  HISTORY     - 1975     MONUMENTED       CTGS
 LW3597
 LW3597                          STATION DESCRIPTION
 LW3597
 LW3597'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW3597'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF THE JUNCTION
 LW3597'OF CONNECTICUT ROUTES 169 AND 14 IN CANTERBURY CENTER, 2 MILES
 LW3597'NORTH OF THE JUNCTION OF CONNECTICUT ROUTES 138 AND 164 IN
 LW3597'JEWETT CITY AND 1-1/2 MILES WEST OF THE JUNCTION OF CONNECTICUT
 LW3597'ROUTES 52 AND 201 IN HOPEVILLE.
 LW3597'
 LW3597'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JEWETT CITY
 LW3597'CENTER GO NORTHERLY ON CONNECTICUT ROUTE 12 FOR 1.4 MILES TO
 LW3597'THE STATION ON THE LEFT SIDE OF THE ROAD.
 LW3597'
 LW3597'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LW3597'SURVEY BRONZE DISK, STAMPED 1312, SET IN THE TOP OF A 6 INCH BY
 LW3597'6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE
 LW3597'TO 2 INCHES BELOW THE SURFACE OF THE GROUND IN A STEEP BANK ABOUT 5
 LW3597'FEET HIGHER THAN THE EDGE OF THE ROAD.  IT IS 37 FEET NORTH OF
 LW3597'THE CENTERLINE OF CONNECTICUT ROUTE 12, 105.5 FEET EAST OF
 LW3597'SOUTHERN NEW ENGLAND TELEPHONE POLE 85 AND 77 FEET SOUTHWEST
 LW3597'OF THE SOUTHWEST CORNER OF A CONCRETE WELL COVER ON THE NORTH
 LW3597'SIDE OF THE ROAD.
 LW3597'
 LW3597'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW3597'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE EAST
 LW3597'END OF A CONCRETE HEADWALL ON THE NORTH SIDE OF THE ROAD.  IT
 LW3597'IS 22 FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 12, 46.6
 LW3597'FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 85, 105.5 FEET
 LW3597'EAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 84 AND 52.4 FEET
 LW3597'NORTH OF THE NORTHEAST END OF A CONCRETE HEADWALL ON THE SOUTH
 LW3597'SIDE OF THE ROAD.  THE TOP IS FLUSH WITH THE SURFACE OF THE
 LW3597'GROUND.
 LW3597'
 LW3597'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW3597'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE WEST
 LW3597'END OF A CONCRETE HEADWALL ON THE SOUTH SIDE OF THE ROAD.  IT IS
 LW3597'29.7 FEET SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE 12, 74.7
 LW3597'FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 85 AND
 LW3597'117 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 84.
 LW3597'THE TOP IS FLUSH WITH THE GROUND.
 LW3597'
 LW3597'REFERENCE MARK 3 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A BRASS
 LW3597'BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE WEST END OF A
 LW3597'CONCRETE HEADWALL ON THE NORTH SIDE OF THE ROAD.  IT IS 22.3
 LW3597'FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 12, 52 FEET
 LW3597'WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 85, 100 FEET EAST OF
 LW3597'SOUTHERN NEW ENGLAND TELEPHONE POLE 84 AND 52.6 FEET NORTHWEST
 LW3597'OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL ON THE SOUTH
 LW3597'SIDE OF THE ROAD.
 LW3597'
 LW3597'REFERENCE POINT 1 (A POINT) IS A PUNCH MARK IN THE TOP OF A
 LW3597'ONE INCH IN DIAMETER AND 30 INCHES LONG STEEL PIN.  THE TOP IS
 LW3597'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 22 FEET NORTH
 LW3597'OF THE CENTERLINE OF CONNECTICUT ROUTE 12, 63 FEET WEST OF
 LW3597'SOUTHERN NEW ENGLAND TELEPHONE POLE 85, 89 FEET EAST OF
 LW3597'SOUTHERN NEW ENGLAND TELEPHONE POLE 84 AND 54.4 FEET
 LW3597'NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE HEADWALL
 LW3597'ON THE SOUTH SIDE OF THE ROAD.
 LW3597'
 LW3597'1311 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LW3597'AND STATE SURVEY BRONZE DISK, STAMPED, 1311, SET IN THE
 LW3597'TOP OF A 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE
 LW3597'POST.  THE TOP IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LW3597'ABOUT 1,961 FEET EAST OF THE STATION, 20 FEET SOUTH OF THE
 LW3597'CENTERLINE OF CONNECTICUT ROUTE 12, 118.3 FEET SOUTHWEST OF
 LW3597'SOUTHERN NEW ENGLAND TELEPHONE POLE 96, 49.5 FEET SOUTHEAST
 LW3597'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 95, 48.3 FEET SOUTHEAST
 LW3597'OF THE SOUTHEAST CORNER OF A GRANITE MILESTONE MARKER,
 LW3597'STAMPED 10 MILES TO NORWICH AND 289 FEET SOUTHEAST OF THE
 LW3597'CENTERLINE OF LILY POND ROAD.
 LW3597'
 LW3597'4731 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW3597'BRASS DISK, STAMPED 4731, SET IN THE TOP OF 6 INCH BY 6 INCH
 LW3597'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS 2 INCHES
 LW3597'BELOW THE SURFACE OF THE GROUND AT THE TOP OF A 2 FOOT BANK
 LW3597'ALONG THE LEFT SIDE OF THE ROAD.  IT IS ABOUT 1,095 FEET
 LW3597'SOUTHWESTERLY OF THE STATION, 17.5 FEET NORTHWEST OF THE
 LW3597'CENTERLINE OF CONNECTICUT ROUTE 12, 108.5 FEET SOUTHWEST OF
 LW3597'SOUTHERN NEW ENGLAND TELEPHONE POLE 80, 64 FEET NORTHEAST
 LW3597'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 79 AND 39.5 FEET WEST
 LW3597'OF THE NORTHEAST END OF THE STEEL BRIDGE RAIL OF A RAILROAD
 LW3597'BRIDGE ON THE SOUTHERLY SIDE OF THE ROAD.
 LW3597'
 LW3597'HEIGHT OF LIGHT ABOVE STATION MARK 1.00 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1745 ***********************************************************************
 LW1745  DESIGNATION -  1312 CTGS
 LW1745  PID         -  LW1745
 LW1745  STATE/COUNTY-  CT/NEW LONDON
 LW1745  USGS QUAD   -  ASHAWAY (1984)
 LW1745
 LW1745                         *CURRENT SURVEY CONTROL
 LW1745  ___________________________________________________________________
 LW1745* NAD 83(1986)-  41 24 47.     (N)    071 51 21.     (W)     SCALED    
 LW1745* NAVD 88     -        32.191  (meters)     105.61   (feet)  ADJUSTED  
 LW1745  ___________________________________________________________________
 LW1745  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LW1745  DYNAMIC HT  -          32.180 (meters)     105.58  (feet)  COMP
 LW1745  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LW1745
 LW1745  VERT ORDER  -  FIRST     CLASS II
 LW1745
 LW1745.The horizontal coordinates were scaled from a topographic map and have
 LW1745.an estimated accuracy of +/- 6 seconds.
 LW1745
 LW1745.The orthometric height was determined by differential leveling
 LW1745.and adjusted by the National Geodetic Survey in June 1991..
 LW1745
 LW1745.The geoid height was determined by GEOID03.
 LW1745
 LW1745.The dynamic height is computed by dividing the NAVD 88
 LW1745.geopotential number by the normal gravity value computed on the
 LW1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1745.degrees latitude (g = 980.6199 gals.).
 LW1745
 LW1745.The modeled gravity was interpolated from observed gravity values.
 LW1745
 LW1745;                    North         East    Units  Estimated Accuracy
 LW1745;SPC CT       -   217,170.      379,560.      MT  (+/- 180 meters Scaled)
 LW1745
 LW1745                          SUPERSEDED SURVEY CONTROL
 LW1745
 LW1745.No superseded survey control is available for this station.
 LW1745
 LW1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF613885(NAD 83)
 LW1745_MARKER: DD = SURVEY DISK
 LW1745_SETTING: 66 = SET IN ROCK OUTCROP
 LW1745_SP_SET: ROCK OUTCROP
 LW1745_STAMPING: 1312
 LW1745_MARK LOGO: CTGS  
 LW1745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1745+STABILITY: POSITION/ELEVATION WELL
 LW1745
 LW1745  HISTORY     - Date     Condition        Report By
 LW1745  HISTORY     - UNK      MONUMENTED       CTGS
 LW1745  HISTORY     - 1984     GOOD             NGS
 LW1745  HISTORY     - 19901001 GOOD             USPSQD
 LW1745
 LW1745                          STATION DESCRIPTION
 LW1745
 LW1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1745'IN STONINGTON.
 LW1745'IN STONINGTON, AT THE JUNCTION OF STATE HIGHWAY 2 AND THE ACCESS RAMP
 LW1745'TO INTERSTATE 95 (SOUTH BOUND), IN TOP OF A LARGE ROCK OUTCROP
 LW1745'APPROXIMATELY 4.9 BY 5.2 METERS (16 BY 17 FT) IN SIZE AND PROJECTING
 LW1745'0.9 METER (3.0 FT) ABOVE THE GROUND, 9.75 METERS (32.0 FT) NORTHWEST
 LW1745'OF THE CENTERLINE OF THE HIGHWAY, 18.53 METERS (60.8 FT)
 LW1745'SOUTH-SOUTHWEST OF A HIGHWAY SIGN (NEW HAVEN TOURIST INFORMATION),
 LW1745'10.97 METERS (36.0 FT) NORTH-NORTHEAST OF UTILITY POLE 6061.
 LW1745'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1745
 LW1745                          STATION RECOVERY (1990)
 LW1745
 LW1745'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3424 ***********************************************************************
 LX3424  DESIGNATION -  1323
 LX3424  PID         -  LX3424
 LX3424  STATE/COUNTY-  CT/NEW LONDON
 LX3424  USGS QUAD   -  NEW LONDON (1984)
 LX3424
 LX3424                         *CURRENT SURVEY CONTROL
 LX3424  ___________________________________________________________________
 LX3424* NAD 83(1986)-  41 21 36.     (N)    072 01 40.     (W)     SCALED    
 LX3424* NAVD 88     -         8.559  (meters)      28.08   (feet)  ADJUSTED  
 LX3424  ___________________________________________________________________
 LX3424  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX3424  DYNAMIC HT  -           8.556 (meters)      28.07  (feet)  COMP
 LX3424  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LX3424
 LX3424  VERT ORDER  -  FIRST     CLASS II
 LX3424
 LX3424.The horizontal coordinates were scaled from a topographic map and have
 LX3424.an estimated accuracy of +/- 6 seconds.
 LX3424
 LX3424.The orthometric height was determined by differential leveling
 LX3424.and adjusted by the National Geodetic Survey in June 1991..
 LX3424
 LX3424.The geoid height was determined by GEOID03.
 LX3424
 LX3424.The dynamic height is computed by dividing the NAVD 88
 LX3424.geopotential number by the normal gravity value computed on the
 LX3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3424.degrees latitude (g = 980.6199 gals.).
 LX3424
 LX3424.The modeled gravity was interpolated from observed gravity values.
 LX3424
 LX3424;                    North         East    Units  Estimated Accuracy
 LX3424;SPC CT       -   211,140.      365,230.      MT  (+/- 180 meters Scaled)
 LX3424
 LX3424                          SUPERSEDED SURVEY CONTROL
 LX3424
 LX3424.No superseded survey control is available for this station.
 LX3424
 LX3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL486829(NAD 83)
 LX3424_MARKER: DD = SURVEY DISK
 LX3424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3424_SP_SET: HEADWALL OF PIPE CULVERT
 LX3424_STAMPING: 1323
 LX3424_MARK LOGO: CTGS  
 LX3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3424+STABILITY: SURFACE MOTION
 LX3424
 LX3424  HISTORY     - Date     Condition        Report By
 LX3424  HISTORY     - 1979     MONUMENTED       CTGS
 LX3424  HISTORY     - 1986     GOOD             NGS
 LX3424  HISTORY     - 1989     GOOD             USPSQD
 LX3424  HISTORY     - 19901014 GOOD             USPSQD
 LX3424
 LX3424                          STATION DESCRIPTION
 LX3424
 LX3424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3424'1.6 KM (1.0 MI) NORTH FROM POQUONOCK BRIDGE.
 LX3424'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE JUNCTION OF
 LX3424'U.S. HIGHWAY 1 IN POQUONOCK BRIDGE TO THE JUNCTION OF A GRAVELED ROAD
 LX3424'LEADING WEST TO THE GROTON RESERVOIR AND THE MARK ON THE LEFT, IN TOP
 LX3424'OF THE EAST END OF A CONCRETE HEADWALL FOR A PIPE CULVERT UNDER THE
 LX3424'GRAVELED ROAD, 0.08 KM (0.05 MI) SOUTH OF THE I-95 NORTHBOUND EXIT
 LX3424'RAMP, 7.01 METERS (23.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 LX3424'HIGHWAY, 13.78 METERS (45.2 FT) NORTH-NORTHEAST OF UTILITY POLE NO.
 LX3424'412 WITH TRANSFORMER, 11.12 METERS (36.5 FT) NORTHEAST OF A GATE POST,
 LX3424'8.02 METERS (26.3 FT) EAST OF A GATE POST.
 LX3424'THE MARK IS 1.22 M BELOW HIGHWAY.
 LX3424
 LX3424                          STATION RECOVERY (1989)
 LX3424
 LX3424'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3424'RECOVERED IN GOOD CONDITION.
 LX3424
 LX3424                          STATION RECOVERY (1990)
 LX3424
 LX3424'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3046 ***********************************************************************
 LX3046  DESIGNATION -  1326
 LX3046  PID         -  LX3046
 LX3046  STATE/COUNTY-  CT/WINDHAM
 LX3046  USGS QUAD   -  WILLIMANTIC (1984)
 LX3046
 LX3046                         *CURRENT SURVEY CONTROL
 LX3046  ___________________________________________________________________
 LX3046* NAD 83(1986)-  41 42 00.     (N)    072 09 03.     (W)     SCALED    
 LX3046* NAVD 88     -       106.797  (meters)     350.38   (feet)  ADJUSTED  
 LX3046  ___________________________________________________________________
 LX3046  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3046  DYNAMIC HT  -         106.761 (meters)     350.26  (feet)  COMP
 LX3046  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LX3046
 LX3046  VERT ORDER  -  FIRST     CLASS II
 LX3046
 LX3046.The horizontal coordinates were scaled from a topographic map and have
 LX3046.an estimated accuracy of +/- 6 seconds.
 LX3046
 LX3046.The orthometric height was determined by differential leveling
 LX3046.and adjusted by the National Geodetic Survey in June 1991..
 LX3046
 LX3046.The geoid height was determined by GEOID03.
 LX3046
 LX3046.The dynamic height is computed by dividing the NAVD 88
 LX3046.geopotential number by the normal gravity value computed on the
 LX3046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3046.degrees latitude (g = 980.6199 gals.).
 LX3046
 LX3046.The modeled gravity was interpolated from observed gravity values.
 LX3046
 LX3046;                    North         East    Units  Estimated Accuracy
 LX3046;SPC CT       -   248,830.      354,670.      MT  (+/- 180 meters Scaled)
 LX3046
 LX3046                          SUPERSEDED SURVEY CONTROL
 LX3046
 LX3046.No superseded survey control is available for this station.
 LX3046
 LX3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM370203(NAD 83)
 LX3046_MARKER: DD = SURVEY DISK
 LX3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3046_SP_SET: CONCRETE POST
 LX3046_STAMPING: 1326
 LX3046_MARK LOGO: CTGS  
 LX3046_PROJECTION: PROJECTING 4 CENTIMETERS
 LX3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3046+STABILITY: SURFACE MOTION
 LX3046
 LX3046  HISTORY     - Date     Condition        Report By
 LX3046  HISTORY     - UNK      MONUMENTED       CTGS
 LX3046  HISTORY     - 1986     GOOD             NGS
 LX3046  HISTORY     - 19961020 GOOD             USPSQD
 LX3046
 LX3046                          STATION DESCRIPTION
 LX3046
 LX3046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3046'0.6 KM (0.35 MI) EAST FROM WINDHAM.
 LX3046'0.6 KM (0.35 MI) EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LX3046'WINDHAM TO THE MARK ON THE RIGHT, 6.71 METERS (22.0 FT) SOUTH OF THE
 LX3046'CENTERLINE OF THE HIGHWAY, 30.02 METERS (98.5 FT) EAST OF THE CENTER
 LX3046'OF A GRAVEL DRIVE LEADING TO HOUSE NO. 67, 21.18 METERS (69.5 FT)
 LX3046'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 873, 16.15
 LX3046'METERS (53.0 FT) WEST OF THE CENTER OF A PAVED DRIVE LEADING TO HOUSE
 LX3046'NO. 79.
 LX3046'THE MARK IS 0.35 METERS  N FROM  A WITNESS POST
 LX3046'THE MARK IS 0.40 M ABOVE HIGHWAY.
 LX3046
 LX3046                          STATION RECOVERY (1996)
 LX3046
 LX3046'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3293 ***********************************************************************
 LX3293  DESIGNATION -  1331 X
 LX3293  PID         -  LX3293
 LX3293  STATE/COUNTY-  CT/NEW LONDON
 LX3293  USGS QUAD   -  WILLIMANTIC (1984)
 LX3293
 LX3293                         *CURRENT SURVEY CONTROL
 LX3293  ___________________________________________________________________
 LX3293* NAD 83(1986)-  41 38 27.     (N)    072 11 00.     (W)     SCALED    
 LX3293* NAVD 88     -       113.858  (meters)     373.55   (feet)  ADJUSTED  
 LX3293  ___________________________________________________________________
 LX3293  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX3293  DYNAMIC HT  -         113.818 (meters)     373.42  (feet)  COMP
 LX3293  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 LX3293
 LX3293  VERT ORDER  -  FIRST     CLASS II
 LX3293
 LX3293.The horizontal coordinates were scaled from a topographic map and have
 LX3293.an estimated accuracy of +/- 6 seconds.
 LX3293
 LX3293.The orthometric height was determined by differential leveling
 LX3293.and adjusted by the National Geodetic Survey in June 1991..
 LX3293
 LX3293.The geoid height was determined by GEOID03.
 LX3293
 LX3293.The dynamic height is computed by dividing the NAVD 88
 LX3293.geopotential number by the normal gravity value computed on the
 LX3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3293.degrees latitude (g = 980.6199 gals.).
 LX3293
 LX3293.The modeled gravity was interpolated from observed gravity values.
 LX3293
 LX3293;                    North         East    Units  Estimated Accuracy
 LX3293;SPC CT       -   242,240.      352,010.      MT  (+/- 180 meters Scaled)
 LX3293
 LX3293                          SUPERSEDED SURVEY CONTROL
 LX3293
 LX3293.No superseded survey control is available for this station.
 LX3293
 LX3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM345137(NAD 83)
 LX3293_MARKER: DD = SURVEY DISK
 LX3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3293_SP_SET: CONCRETE POST
 LX3293_STAMPING: 1331 X
 LX3293_MARK LOGO: CTGS  
 LX3293_PROJECTION: RECESSED 10 CENTIMETERS
 LX3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3293+STABILITY: SURFACE MOTION
 LX3293
 LX3293  HISTORY     - Date     Condition        Report By
 LX3293  HISTORY     - 1958     MONUMENTED       CTGS
 LX3293  HISTORY     - 1986     GOOD             NGS
 LX3293  HISTORY     - 19901020 GOOD             USPSQD
 LX3293
 LX3293                          STATION DESCRIPTION
 LX3293
 LX3293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3293'1.9 KM (1.2 MI) NW FROM NORTH FRANKLIN.
 LX3293'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 207 FROM THE JUNCTION OF
 LX3293'STATE HIGHWAY 32 IN NORTH FRANKLIN TO THE MARK ON THE LEFT IN THE
 LX3293'FRONT LAWN OF A ONE STORY FRAME FARM HOUSE KNOWN AS HOWLING HEIGHTS.
 LX3293'ALSO 1.35 KM (0.85 MI) NORTHWEST OF THE CROSSING OF THE CENTRAL
 LX3293'VERMONT RAILROAD.  IT IS 6.03 METERS (19.8 FT) SOUTHWEST OF THE
 LX3293'CENTERLINE OF THE HIGHWAY, 21.67 METERS (71.1 FT) SOUTH-SOUTHEAST OF
 LX3293'UTILITY POLE NO. 2952 WITH TWO GUY WIRES AND TRANSFORMER, 21.03 METERS
 LX3293'(69.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AND
 LX3293'9.69 METERS (31.8 FT) NORTHWEST OF UTILITY POLE NO. 2953.
 LX3293'THE MARK IS 0.09 M BELOW HIGHWAY.
 LX3293
 LX3293                          STATION RECOVERY (1990)
 LX3293
 LX3293'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3295 ***********************************************************************
 LX3295  DESIGNATION -  1333
 LX3295  PID         -  LX3295
 LX3295  STATE/COUNTY-  CT/NEW LONDON
 LX3295  USGS QUAD   -  WILLIMANTIC (1984)
 LX3295
 LX3295                         *CURRENT SURVEY CONTROL
 LX3295  ___________________________________________________________________
 LX3295* NAD 83(1986)-  41 38 29.     (N)    072 12 21.     (W)     SCALED    
 LX3295* NAVD 88     -       101.263  (meters)     332.23   (feet)  ADJUSTED  
 LX3295  ___________________________________________________________________
 LX3295  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX3295  DYNAMIC HT  -         101.227 (meters)     332.11  (feet)  COMP
 LX3295  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 LX3295
 LX3295  VERT ORDER  -  FIRST     CLASS II
 LX3295
 LX3295.The horizontal coordinates were scaled from a topographic map and have
 LX3295.an estimated accuracy of +/- 6 seconds.
 LX3295
 LX3295.The orthometric height was determined by differential leveling
 LX3295.and adjusted by the National Geodetic Survey in June 1991..
 LX3295
 LX3295.The geoid height was determined by GEOID03.
 LX3295
 LX3295.The dynamic height is computed by dividing the NAVD 88
 LX3295.geopotential number by the normal gravity value computed on the
 LX3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3295.degrees latitude (g = 980.6199 gals.).
 LX3295
 LX3295.The modeled gravity was interpolated from observed gravity values.
 LX3295
 LX3295;                    North         East    Units  Estimated Accuracy
 LX3295;SPC CT       -   242,290.      350,140.      MT  (+/- 180 meters Scaled)
 LX3295
 LX3295                          SUPERSEDED SURVEY CONTROL
 LX3295
 LX3295.No superseded survey control is available for this station.
 LX3295
 LX3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327137(NAD 83)
 LX3295_MARKER: DD = SURVEY DISK
 LX3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3295_SP_SET: CONCRETE POST
 LX3295_STAMPING: 1333
 LX3295_MARK LOGO: CTGS  
 LX3295_PROJECTION: FLUSH
 LX3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3295+STABILITY: SURFACE MOTION
 LX3295
 LX3295  HISTORY     - Date     Condition        Report By
 LX3295  HISTORY     - 1936     MONUMENTED       CTGS
 LX3295  HISTORY     - 1986     GOOD             NGS
 LX3295  HISTORY     - 19901020 GOOD             USPSQD
 LX3295
 LX3295                          STATION DESCRIPTION
 LX3295
 LX3295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3295'0.8 KM (0.5 MI) NE FROM LEBANON.
 LX3295'0.8 KM (0.5 MI) NORTHEAST ALONG STATE HIGHWAY 207 FROM ITS
 LX3295'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE LEFT
 LX3295'ON A BANK AND BETWEEN UTILITY POLES NO. 2893 AND 2894 ON THE OPPOSITE
 LX3295'SIDE OF THE HIGHWAY, AND IN LAWN OF A 2 1/2 STORY FRAME HOUSE OWNED BY
 LX3295'MR. MONROE PULTZ.  IT IS 6.40 METERS (21.0 FT) NORTH-NORTHWEST
 LX3295'OF THE CENTERLINE OF THE HIGHWAY AND 21.52 METERS (70.6 FT) SOUTH OF
 LX3295'THE SOUTHEAST CORNER OF ABOVE MENTIONED HOUSE.
 LX3295'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3295
 LX3295                          STATION RECOVERY (1990)
 LX3295
 LX3295'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3297 ***********************************************************************
 LX3297  DESIGNATION -  1334
 LX3297  PID         -  LX3297
 LX3297  STATE/COUNTY-  CT/NEW LONDON
 LX3297  USGS QUAD   -  WILLIMANTIC (1984)
 LX3297
 LX3297                         *CURRENT SURVEY CONTROL
 LX3297  ___________________________________________________________________
 LX3297* NAD 83(1986)-  41 38 18.     (N)    072 12 35.     (W)     SCALED    
 LX3297* NAVD 88     -       110.459  (meters)     362.40   (feet)  ADJUSTED  
 LX3297  ___________________________________________________________________
 LX3297  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX3297  DYNAMIC HT  -         110.419 (meters)     362.27  (feet)  COMP
 LX3297  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 LX3297
 LX3297  VERT ORDER  -  FIRST     CLASS II
 LX3297
 LX3297.The horizontal coordinates were scaled from a topographic map and have
 LX3297.an estimated accuracy of +/- 6 seconds.
 LX3297
 LX3297.The orthometric height was determined by differential leveling
 LX3297.and adjusted by the National Geodetic Survey in June 1991..
 LX3297
 LX3297.The geoid height was determined by GEOID03.
 LX3297
 LX3297.The dynamic height is computed by dividing the NAVD 88
 LX3297.geopotential number by the normal gravity value computed on the
 LX3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3297.degrees latitude (g = 980.6199 gals.).
 LX3297
 LX3297.The modeled gravity was interpolated from observed gravity values.
 LX3297
 LX3297;                    North         East    Units  Estimated Accuracy
 LX3297;SPC CT       -   241,940.      349,820.      MT  (+/- 180 meters Scaled)
 LX3297
 LX3297                          SUPERSEDED SURVEY CONTROL
 LX3297
 LX3297.No superseded survey control is available for this station.
 LX3297
 LX3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM323133(NAD 83)
 LX3297_MARKER: DD = SURVEY DISK
 LX3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3297_SP_SET: CONCRETE POST
 LX3297_STAMPING: 1334
 LX3297_MARK LOGO: CTGS  
 LX3297_PROJECTION: RECESSED 5 CENTIMETERS
 LX3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3297+STABILITY: SURFACE MOTION
 LX3297
 LX3297  HISTORY     - Date     Condition        Report By
 LX3297  HISTORY     - 1936     MONUMENTED       CTGS
 LX3297  HISTORY     - 1986     GOOD             NGS
 LX3297  HISTORY     - 19901020 GOOD             USPSQD
 LX3297
 LX3297                          STATION DESCRIPTION
 LX3297
 LX3297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3297'0.3 KM (0.2 MI) NE FROM LEBANON.
 LX3297'0.3 KM (0.2 MI) NORTHEAST ALONG STATE HIGHWAY 207 FROM ITS
 LX3297'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE LEFT
 LX3297'AND ACROSS FROM UTILITY POLE NO. 288 WITH 2 GUY WIRES.  IT IS 5.55
 LX3297'METERS (18.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3297'12.37 METERS (40.6 FT) SOUTHWEST OF A HIGHWAY SIGN (DO NOT PASS),
 LX3297'AND 11.25 METERS (36.9 FT) NORTHEAST OF A 14-INCH MAPLE TREE.
 LX3297'NOTE--MARK IS 400 FEET SOUTHWEST OF 4918 CTGS.
 LX3297'THE MARK IS 0.25 METERS  SSE FROM  A WITNESS POST
 LX3297'THE MARK IS 0.09 M BELOW HIGHWAY.
 LX3297
 LX3297                          STATION RECOVERY (1990)
 LX3297
 LX3297'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0377 ***********************************************************************
 LX0377  DESIGNATION -  134 T OF NH
 LX0377  PID         -  LX0377
 LX0377  STATE/COUNTY-  CT/NEW HAVEN
 LX0377  USGS QUAD   -  NEW HAVEN (1984)
 LX0377
 LX0377                         *CURRENT SURVEY CONTROL
 LX0377  ___________________________________________________________________
 LX0377* NAD 83(1986)-  41 17 18.     (N)    072 56 06.     (W)     SCALED    
 LX0377* NAVD 88     -         3.360  (meters)      11.02   (feet)  ADJUSTED  
 LX0377  ___________________________________________________________________
 LX0377  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX0377  DYNAMIC HT  -           3.359 (meters)      11.02  (feet)  COMP
 LX0377  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX0377
 LX0377  VERT ORDER  -  FIRST     CLASS I
 LX0377
 LX0377.The horizontal coordinates were scaled from a topographic map and have
 LX0377.an estimated accuracy of +/- 6 seconds.
 LX0377
 LX0377.The orthometric height was determined by differential leveling
 LX0377.and adjusted by the National Geodetic Survey in June 1991..
 LX0377
 LX0377.The geoid height was determined by GEOID03.
 LX0377
 LX0377.The dynamic height is computed by dividing the NAVD 88
 LX0377.geopotential number by the normal gravity value computed on the
 LX0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0377.degrees latitude (g = 980.6199 gals.).
 LX0377
 LX0377.The modeled gravity was interpolated from observed gravity values.
 LX0377
 LX0377;                    North         East    Units  Estimated Accuracy
 LX0377;SPC CT       -   202,950.      289,300.      MT  (+/- 180 meters Scaled)
 LX0377
 LX0377                          SUPERSEDED SURVEY CONTROL
 LX0377
 LX0377  NGVD 29 (??/??/92)    3.68   (m)           12.1    (f) COMPUTED    1 1
 LX0377
 LX0377.Superseded values are not recommended for survey control.
 LX0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0377.See file dsdata.txt to determine how the superseded data were derived.
 LX0377
 LX0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL729728(NAD 83)
 LX0377_MARKER: DD = SURVEY DISK
 LX0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0377_STAMPING: NEW HAVEN 134
 LX0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0377+STABILITY: SURFACE MOTION
 LX0377
 LX0377  HISTORY     - Date     Condition        Report By
 LX0377  HISTORY     - UNK      MONUMENTED       CT0430
 LX0377  HISTORY     - 1965     GOOD             NGS
 LX0377
 LX0377                          STATION DESCRIPTION
 LX0377
 LX0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0377'AT NEW HAVEN.
 LX0377'AT NEW HAVEN, AT THE JUNCTION OF KIMBERLY AVENUE AND SECOND STREET,
 LX0377'11 FEET WEST OF THE WEST CORNER OF THE METAL FENCE AROUND THE
 LX0377'KIMBERLY AVENUE SCHOOL, 7.5 FEET SOUTHEAST OF THE SOUTHEAST
 LX0377'CURB OF KIMBERLY AVENUE, 8.5 FEET NORTH OF THE NORTH CURB OF
 LX0377'SECOND STREET, 2.8 FEET EAST OF THE CIRCLED CURB BETWEEN THE
 LX0377'STREET AND THE AVENUE, 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE
 LX0377'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0028 ***********************************************************************
 LX0028  DESIGNATION -  134 W RESET
 LX0028  PID         -  LX0028
 LX0028  STATE/COUNTY-  CT/NEW LONDON
 LX0028  USGS QUAD   -  FITCHVILLE (1983)
 LX0028
 LX0028                         *CURRENT SURVEY CONTROL
 LX0028  ___________________________________________________________________
 LX0028* NAD 83(1986)-  41 33 42.     (N)    072 07 28.     (W)     SCALED    
 LX0028* NAVD 88     -        33.858  (meters)     111.08   (feet)  ADJUSTED  
 LX0028  ___________________________________________________________________
 LX0028  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX0028  DYNAMIC HT  -          33.846 (meters)     111.04  (feet)  COMP
 LX0028  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 LX0028
 LX0028  VERT ORDER  -  SECOND    CLASS 0
 LX0028
 LX0028.The horizontal coordinates were scaled from a topographic map and have
 LX0028.an estimated accuracy of +/- 6 seconds.
 LX0028
 LX0028.The orthometric height was determined by differential leveling
 LX0028.and adjusted by the National Geodetic Survey in June 1991..
 LX0028
 LX0028.The geoid height was determined by GEOID03.
 LX0028
 LX0028.The dynamic height is computed by dividing the NAVD 88
 LX0028.geopotential number by the normal gravity value computed on the
 LX0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0028.degrees latitude (g = 980.6199 gals.).
 LX0028
 LX0028.The modeled gravity was interpolated from observed gravity values.
 LX0028
 LX0028;                    North         East    Units  Estimated Accuracy
 LX0028;SPC CT       -   233,480.      356,980.      MT  (+/- 180 meters Scaled)
 LX0028
 LX0028                          SUPERSEDED SURVEY CONTROL
 LX0028
 LX0028  NGVD 29 (??/??/92)   34.14   (m)          112.0    (f) COMPUTED    2 0
 LX0028
 LX0028.Superseded values are not recommended for survey control.
 LX0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0028.See file dsdata.txt to determine how the superseded data were derived.
 LX0028
 LX0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM397051(NAD 83)
 LX0028_MARKER: DD = SURVEY DISK
 LX0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0028_SP_SET: BRIDGE CAPSTONE
 LX0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0028
 LX0028  HISTORY     - Date     Condition        Report By
 LX0028  HISTORY     - 1936     MONUMENTED       USGS
 LX0028  HISTORY     - 1936     GOOD             NGS
 LX0028  HISTORY     - 20060509 GOOD             USPSQD
 LX0028
 LX0028                          STATION DESCRIPTION
 LX0028
 LX0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LX0028'AT YANTIC.
 LX0028'AT YANTIC, NEW YONDON COUNTY, ON THE STAFFORD SPRINGS-NEW
 LX0028'LONDON HIGHWAY, ABOUT 160 FEET EAST OF THE JUNCTION OF
 LX0028'COLCHESTER ROAD, AT THE MASONRY BRIDGE OVER YANTIC RIVER, ON
 LX0028'THE NORTH SIDE OF THE RIGHT ABUTMENT, AND IN THE TOP OF THE
 LX0028'GRANITE CAPSTONE OF A ROW OF MASONRY AROUND THE TURRET HOUSE.
 LX0028'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.
 LX0028
 LX0028                          STATION RECOVERY (2006)
 LX0028
 LX0028'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0028'REVISE DESCRIPTION.  IN THE VILLAGE OF YANTIC, E OF YANTIC ROAD
 LX0028'(FRANKLIN STREET) WHERE SUNNYSIDE AVENUE CROSSES THE YANTIC RIVER.
 LX0028'GPS COORD 41 DEG 33.61N, 72 DEG 07.41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2838 ***********************************************************************
 LX2838  DESIGNATION -  1344
 LX2838  PID         -  LX2838
 LX2838  STATE/COUNTY-  CT/NEW HAVEN
 LX2838  USGS QUAD   -  CLINTON (1984)
 LX2838
 LX2838                         *CURRENT SURVEY CONTROL
 LX2838  ___________________________________________________________________
 LX2838* NAD 83(1986)-  41 17 15.     (N)    072 36 07.     (W)     SCALED    
 LX2838* NAVD 88     -        16.402  (meters)      53.81   (feet)  ADJUSTED  
 LX2838  ___________________________________________________________________
 LX2838  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX2838  DYNAMIC HT  -          16.396 (meters)      53.79  (feet)  COMP
 LX2838  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 LX2838
 LX2838  VERT ORDER  -  FIRST     CLASS II
 LX2838
 LX2838.The horizontal coordinates were scaled from a topographic map and have
 LX2838.an estimated accuracy of +/- 6 seconds.
 LX2838
 LX2838.The orthometric height was determined by differential leveling
 LX2838.and adjusted by the National Geodetic Survey in June 1991..
 LX2838
 LX2838.The geoid height was determined by GEOID03.
 LX2838
 LX2838.The dynamic height is computed by dividing the NAVD 88
 LX2838.geopotential number by the normal gravity value computed on the
 LX2838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2838.degrees latitude (g = 980.6199 gals.).
 LX2838
 LX2838.The modeled gravity was interpolated from observed gravity values.
 LX2838
 LX2838;                    North         East    Units  Estimated Accuracy
 LX2838;SPC CT       -   202,850.      317,200.      MT  (+/- 180 meters Scaled)
 LX2838
 LX2838                          SUPERSEDED SURVEY CONTROL
 LX2838
 LX2838.No superseded survey control is available for this station.
 LX2838
 LX2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL008734(NAD 83)
 LX2838_MARKER: DD = SURVEY DISK
 LX2838_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2838_SP_SET: MASSIVE RETAINING WALL
 LX2838_STAMPING: 1344
 LX2838_MARK LOGO: CTGS  
 LX2838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2838
 LX2838  HISTORY     - Date     Condition        Report By
 LX2838  HISTORY     - 1979     MONUMENTED       CTGS
 LX2838  HISTORY     - 1985     GOOD             NGS
 LX2838  HISTORY     - 19910317 GOOD             USPSQD
 LX2838  HISTORY     - 19940625 GOOD             USPSQD
 LX2838
 LX2838                          STATION DESCRIPTION
 LX2838
 LX2838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2838'1.0 KM (0.6 MI) NORTH FROM MADISON.
 LX2838'1.0 KM (0.6 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF U.S.
 LX2838'HIGHWAY 1 IN MADISON TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END
 LX2838'OF THE EAST RETAINING WALL OF THE BRIDGE OVER INTERSTATE 95,
 LX2838'6.71 METERS (22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.23
 LX2838'METERS (10.6 FT) SOUTHWEST OF UTILITY POLE 1962, 0.43 METER (1.4 FT)
 LX2838'NORTH OF THE SOUTH END OF THE RETAINING WALL.
 LX2838'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX2838
 LX2838                          STATION RECOVERY (1991)
 LX2838
 LX2838'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2838'RECOVERED IN GOOD CONDITION.
 LX2838
 LX2838                          STATION RECOVERY (1994)
 LX2838
 LX2838'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3207 ***********************************************************************
 LX3207  DESIGNATION -  1349
 LX3207  PID         -  LX3207
 LX3207  STATE/COUNTY-  CT/WINDHAM
 LX3207  USGS QUAD   -  HAMPTON (1984)
 LX3207
 LX3207                         *CURRENT SURVEY CONTROL
 LX3207  ___________________________________________________________________
 LX3207* NAD 83(1986)-  41 46 52.     (N)    072 03 17.     (W)     SCALED    
 LX3207* NAVD 88     -       203.726  (meters)     668.39   (feet)  ADJUSTED  
 LX3207  ___________________________________________________________________
 LX3207  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3207  DYNAMIC HT  -         203.653 (meters)     668.15  (feet)  COMP
 LX3207  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LX3207
 LX3207  VERT ORDER  -  FIRST     CLASS II
 LX3207
 LX3207.The horizontal coordinates were scaled from a topographic map and have
 LX3207.an estimated accuracy of +/- 6 seconds.
 LX3207
 LX3207.The orthometric height was determined by differential leveling
 LX3207.and adjusted by the National Geodetic Survey in June 1991..
 LX3207
 LX3207.The geoid height was determined by GEOID03.
 LX3207
 LX3207.The dynamic height is computed by dividing the NAVD 88
 LX3207.geopotential number by the normal gravity value computed on the
 LX3207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3207.degrees latitude (g = 980.6199 gals.).
 LX3207
 LX3207.The modeled gravity was interpolated from observed gravity values.
 LX3207
 LX3207;                    North         East    Units  Estimated Accuracy
 LX3207;SPC CT       -   257,890.      362,600.      MT  (+/- 180 meters Scaled)
 LX3207
 LX3207                          SUPERSEDED SURVEY CONTROL
 LX3207
 LX3207.No superseded survey control is available for this station.
 LX3207
 LX3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM447296(NAD 83)
 LX3207_MARKER: DD = SURVEY DISK
 LX3207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3207_SP_SET: CONCRETE POST
 LX3207_STAMPING: 1349
 LX3207_MARK LOGO: CTGS  
 LX3207_PROJECTION: RECESSED 4 CENTIMETERS
 LX3207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3207+STABILITY: SURFACE MOTION
 LX3207
 LX3207  HISTORY     - Date     Condition        Report By
 LX3207  HISTORY     - 1936     MONUMENTED       CTGS
 LX3207  HISTORY     - 1986     GOOD             NGS
 LX3207
 LX3207                          STATION DESCRIPTION
 LX3207
 LX3207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3207'IN HAMPTON.
 LX3207'IN HAMPTON, 0.1 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE
 LX3207'POST OFFICE TO THE MARK ON THE RIGHT, 6.86 METERS (22.5 FT) WEST OF
 LX3207'THE CENTERLINE OF THE HIGHWY, 26.67 METERS (87.5 FT) NORTH OF UTILITY
 LX3207'POLE NO. 75, 13.72 METERS (45.0 FT) SOUTHWEST OF AND ACROSS THE
 LX3207'HIGHWAY FROM UTILITY POLE NO. 814 1/2, 11.89 METERS (39.0 FT)
 LX3207'SOUTH OF THE CENTER OF THE SOUTH FORK OF THE JUNCTION OF OLD U.S.
 LX3207'HIGHWAY 6.
 LX3207'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3208 ***********************************************************************
 LX3208  DESIGNATION -  1350X
 LX3208  PID         -  LX3208
 LX3208  STATE/COUNTY-  CT/WINDHAM
 LX3208  USGS QUAD   -  HAMPTON (1984)
 LX3208
 LX3208                         *CURRENT SURVEY CONTROL
 LX3208  ___________________________________________________________________
 LX3208* NAD 83(1996)-  41 46 41.     (N)    072 03 20.     (W)     SCALED    
 LX3208* NAVD 88     -       203.605  (meters)     667.99   (feet)  ADJUSTED  
 LX3208  ___________________________________________________________________
 LX3208  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3208  DYNAMIC HT  -         203.532 (meters)     667.75  (feet)  COMP
 LX3208  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 LX3208
 LX3208  VERT ORDER  -  FIRST     CLASS II
 LX3208
 LX3208.The horizontal coordinates were scaled from a topographic map and have
 LX3208.an estimated accuracy of +/- 6 seconds.
 LX3208
 LX3208.The orthometric height was determined by differential leveling
 LX3208.and adjusted by the National Geodetic Survey in June 1991..
 LX3208
 LX3208.The geoid height was determined by GEOID03.
 LX3208
 LX3208.The dynamic height is computed by dividing the NAVD 88
 LX3208.geopotential number by the normal gravity value computed on the
 LX3208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3208.degrees latitude (g = 980.6199 gals.).
 LX3208
 LX3208.The modeled gravity was interpolated from observed gravity values.
 LX3208
 LX3208;                    North         East    Units  Estimated Accuracy
 LX3208;SPC CT       -   257,550.      362,530.      MT  (+/- 180 meters Scaled)
 LX3208
 LX3208                          SUPERSEDED SURVEY CONTROL
 LX3208
 LX3208  NGVD 29 (07/19/86)  203.7    (m)          668.     (f) VERT ANG       
 LX3208
 LX3208.Superseded values are not recommended for survey control.
 LX3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3208.See file dsdata.txt to determine how the superseded data were derived.
 LX3208
 LX3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM447293(NAD 83)
 LX3208_MARKER: DD = SURVEY DISK
 LX3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3208_SP_SET: CONCRETE POST
 LX3208_STAMPING: 1350X
 LX3208_MARK LOGO: CTGS  
 LX3208_PROJECTION: FLUSH
 LX3208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3208+STABILITY: SURFACE MOTION
 LX3208
 LX3208  HISTORY     - Date     Condition        Report By
 LX3208  HISTORY     - 1974     MONUMENTED       CTGS
 LX3208  HISTORY     - 1986     GOOD             NGS
 LX3208
 LX3208                          STATION DESCRIPTION
 LX3208
 LX3208'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1974 (BW)
 LX3208'THE STATION IS LOCATED 4-1/4 MILES EAST OF SOUTH CHAPLIN,
 LX3208'1-3/4 MILES WEST OF THE HAMPTON - BROOKLYN TOWN LINE AND 1/2
 LX3208'MILE SOUTH OF HAMPTON.
 LX3208'
 LX3208'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 LX3208'6 (PROVIDENCE TURNPIKE) AND CONNECTICUT ROUTE 97 (UPPER ROAD)
 LX3208'IN HAMPTON, GO NORTH ON CONNECTICUT ROUTE 97 FOR 0.74 MILE TO
 LX3208'THE STATION ON THE LEFT.
 LX3208'
 LX3208'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LX3208'SURVEY BRONZE DISK, STAMPED 1350X, SET IN THE TOP OF A
 LX3208'REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES
 LX3208'LONG.  THE TOP OF THE MONUMENT IS 2 INCHES BELOW THE SURFACE
 LX3208'OF THE GROUND.  THE STATION IS 0.47 MILE SOUTHERLY OF THE
 LX3208'HAMPTON CONGREGATIONAL CHURCH, 63.2 FEET NORTHEAST OF THE
 LX3208'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A 1 STORY FRAME
 LX3208'HOUSE, 46.0 FEET SOUTHWEST OF A SOUTHERN NEW ENGLAND TELEPHONE
 LX3208'POLE 83, 32 FEET WEST OF THE CONNECTICUT ROUTE 97
 LX3208'CENTERLINE, 18.3 FEET SOUTHEAST OF A 14 INCH ASH TREE AND
 LX3208'17.1 FEET NORTHEAST OF A 16 INCH ASH TREE.
 LX3208'
 LX3208'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT,
 LX3208'SET IN A 1/4 INCH DRILL HOLE IN A 2 FOOT BY 1 FOOT BY 1/2
 LX3208'FOOT HIGH BOULDER.  IT IS 43.3 FEET NORTHEAST OF A 14 INCH
 LX3208'ASH TREE AND 21.9 FEET EAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3208'POLE 83.
 LX3208'
 LX3208'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3208'SET IN A 1/4 INCH DRILL HOLE IN THE CENTER OF THE CONCRETE
 LX3208'CURB OF A CATCH BASIN ON THE EAST SIDE OF CONNECTICUT ROUTE
 LX3208'97.  IT IS 52.0 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX3208'TELEPHONE POLE 84 AND 35 FEET NORTHEAST OF THE CENTERLINE OF
 LX3208'A BITUMINOUS DRIVE TO THE HAMPTON SCHOOL.
 LX3208'
 LX3208'REFERENCE POINT 1 IS THE SOUTHEAST CORNER OF THE CONCRETE
 LX3208'PORCH OF A 1 STORY FRAME HOUSE ON THE WEST SIDE OF
 LX3208'CONNECTICUT ROUTE 97.  IT IS 6 FEET BY 5 FEET BY 1 FOOT HIGH
 LX3208'AND THE POINT MEASURED FROM IS 0.2 FEET FROM THE TOP.
 LX3208'
 LX3208'1349 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LX3208'AND STATE SURVEY BRONZE DISK, STAMPED 1349, SET IN THE TOP
 LX3208'OF A REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48
 LX3208'INCHES LONG.  THE TOP OF THE MONUMENT IS 2 INCHES BELOW THE
 LX3208'SURFACE OF THE GROUND.  IT IS 0.2 MILE NORTHERLY OF THE
 LX3208'STATION ALONG CONNECTICUT ROUTE 97, 87.5 FEET NORTH OF SOUTHERN
 LX3208'NEW ENGLAND TELEPHONE POLE 75, 45.0 FEET WEST OF SOUTHERN
 LX3208'NEW ENGLAND TELEPHONE POLE 814-1/2 AND 21 FEET WEST OF THE
 LX3208'CONNECTICUT ROUTE 97 CENTERLINE.
 LX3208'
 LX3208'3032 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LX3208'BRONZE DISK, STAMPED 3032, SET IN THE TOP OF A REINFORCED
 LX3208'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP
 LX3208'OF THE MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LX3208'0.1 MILE SOUTHERLY OF THE STATION ALONG CONNECTICUT ROUTE 97,
 LX3208'58.5 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 88,
 LX3208'35 FEET EAST OF THE CONNECTICUT ROUTE 97 CENTERLINE AND 14.5
 LX3208'FEET WEST OF A STONE WALL.
 LX3208'
 LX3208'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 LX3208
 LX3208                          STATION RECOVERY (1986)
 LX3208
 LX3208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3208'0.5 KM (0.3 MI) SOUTH FROM HAMPTON.
 LX3208'0.5 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3208'HAMPTON TO THE MARK ON THE RIGHT, 10.67 METERS (35.0 FT) WEST OF THE
 LX3208'CENTERLINE OF THE HIGHWAY, 19.26 METERS (63.2 FT) NORTHEAST OF THE
 LX3208'NORTHWEST CORNER OF A FRAME HOUSE, 14.14 METERS (46.4 FT) SOUTH OF
 LX3208'UTILITY POLE NO. 83.
 LX3208'THE MARK IS 0.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0403 ***********************************************************************
 LX0403  DESIGNATION -  136
 LX0403  PID         -  LX0403
 LX0403  STATE/COUNTY-  CT/NEW HAVEN
 LX0403  USGS QUAD   -  NEW HAVEN (1984)
 LX0403
 LX0403                         *CURRENT SURVEY CONTROL
 LX0403  ___________________________________________________________________
 LX0403* NAD 83(1986)-  41 16 04.     (N)    072 53 29.     (W)     SCALED    
 LX0403* NAVD 88     -         1.248  (meters)       4.09   (feet)  ADJUSTED  
 LX0403  ___________________________________________________________________
 LX0403  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0403  DYNAMIC HT  -           1.248 (meters)       4.09  (feet)  COMP
 LX0403  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 LX0403
 LX0403  VERT ORDER  -  FIRST     CLASS I
 LX0403
 LX0403.This mark is at Tweed-New Haven Airport (HVN)
 LX0403
 LX0403.The horizontal coordinates were scaled from a topographic map and have
 LX0403.an estimated accuracy of +/- 6 seconds.
 LX0403
 LX0403.The orthometric height was determined by differential leveling
 LX0403.and adjusted by the National Geodetic Survey in June 1991..
 LX0403
 LX0403.The geoid height was determined by GEOID03.
 LX0403
 LX0403.The dynamic height is computed by dividing the NAVD 88
 LX0403.geopotential number by the normal gravity value computed on the
 LX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0403.degrees latitude (g = 980.6199 gals.).
 LX0403
 LX0403.The modeled gravity was interpolated from observed gravity values.
 LX0403
 LX0403;                    North         East    Units  Estimated Accuracy
 LX0403;SPC CT       -   200,660.      292,950.      MT  (+/- 180 meters Scaled)
 LX0403
 LX0403                          SUPERSEDED SURVEY CONTROL
 LX0403
 LX0403  NGVD 29 (??/??/92)    1.56   (m)            5.1    (f) COMPUTED    1 1
 LX0403
 LX0403.Superseded values are not recommended for survey control.
 LX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0403.See file dsdata.txt to determine how the superseded data were derived.
 LX0403
 LX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL766706(NAD 83)
 LX0403_MARKER: DD = SURVEY DISK
 LX0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0403_SP_SET: BUILDING
 LX0403_STAMPING: 136
 LX0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0403
 LX0403  HISTORY     - Date     Condition        Report By
 LX0403  HISTORY     - UNK      MONUMENTED       CTGS
 LX0403  HISTORY     - 1965     GOOD             NGS
 LX0403
 LX0403                          STATION DESCRIPTION
 LX0403
 LX0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0403'AT NEW HAVEN.
 LX0403'AT NEW HAVEN, AT THE NEW HAVEN MUNICIPAL AIRPORT, ABOUT 100
 LX0403'YARDS SOUTH OF THE SOUTH CORNER OF THE ADMINISTRATION BUILDING,
 LX0403'AT THE NORTHWEST END OF THE NORTHWEST-SOUTHEAST RUNWAY, DIRECTLY
 LX0403'IN THE CENTER OF THE MAGNETIC CIRCLE AT THE WEST EDGE OF A
 LX0403'LARGE YELLOW AROOW WHICH IS PAINTED AND POINT TO THE NORTH,
 LX0403'30 FEET NORTHEAST OF THE CENTER LINE OF THE RUNWAY, 1/2 FOOT
 LX0403'BELOW THE LEVEL OF THE CONCRETE CIRCLE ACCESS TO WHICH IS HAD
 LX0403'THROUGH A 5-INCH ROUND HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1695 ***********************************************************************
 LW1695  DESIGNATION -  1360 CTGS
 LW1695  PID         -  LW1695
 LW1695  STATE/COUNTY-  CT/WINDHAM
 LW1695  USGS QUAD   -  DANIELSON (1970)
 LW1695
 LW1695                         *CURRENT SURVEY CONTROL
 LW1695  ___________________________________________________________________
 LW1695* NAD 83(1986)-  41 48 15.     (N)    071 53 04.     (W)     SCALED    
 LW1695* NAVD 88     -        68.210  (meters)     223.79   (feet)  ADJUSTED  
 LW1695  ___________________________________________________________________
 LW1695  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1695  DYNAMIC HT  -          68.187 (meters)     223.71  (feet)  COMP
 LW1695  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW1695
 LW1695  VERT ORDER  -  FIRST     CLASS II
 LW1695
 LW1695.The horizontal coordinates were scaled from a topographic map and have
 LW1695.an estimated accuracy of +/- 6 seconds.
 LW1695
 LW1695.The orthometric height was determined by differential leveling
 LW1695.and adjusted by the National Geodetic Survey in June 1991..
 LW1695
 LW1695.The geoid height was determined by GEOID03.
 LW1695
 LW1695.The dynamic height is computed by dividing the NAVD 88
 LW1695.geopotential number by the normal gravity value computed on the
 LW1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1695.degrees latitude (g = 980.6199 gals.).
 LW1695
 LW1695.The modeled gravity was interpolated from observed gravity values.
 LW1695
 LW1695;                    North         East    Units  Estimated Accuracy
 LW1695;SPC CT       -   260,580.      376,730.      MT  (+/- 180 meters Scaled)
 LW1695
 LW1695                          SUPERSEDED SURVEY CONTROL
 LW1695
 LW1695.No superseded survey control is available for this station.
 LW1695
 LW1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG603320(NAD 83)
 LW1695_MARKER: DD = SURVEY DISK
 LW1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1695_SP_SET: CONCRETE POST
 LW1695_STAMPING: 1360
 LW1695_MARK LOGO: CTGS  
 LW1695_PROJECTION: FLUSH
 LW1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1695+STABILITY: SURFACE MOTION
 LW1695
 LW1695  HISTORY     - Date     Condition        Report By
 LW1695  HISTORY     - UNK      MONUMENTED       CTGS
 LW1695  HISTORY     - 1984     GOOD             NGS
 LW1695  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 LW1695
 LW1695                          STATION DESCRIPTION
 LW1695
 LW1695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1695'IN DANIELSON.
 LW1695'IN DANIELSON, 0.4 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE
 LW1695'POST OFFICE TO THE MARK ON THE RIGHT, FLUSH IN THE SIDEWALK, AT THE
 LW1695'JUNCTION OF COMMERCE STREET, 6.58 METERS (21.6 FT) SOUTHEAST OF THE
 LW1695'CENTERLINE OF THE HIGHWAY, 11.90 METERS (39.0 FT) SOUTHWEST OF THE
 LW1695'WEST RAIL OF THE PENN CENTRAL RAILROAD, 1.73 METERS (5.7 FT) EAST OF
 LW1695'POWER POLE 396.
 LW1695'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1695
 LW1695                          STATION RECOVERY (1996)
 LW1695
 LW1695'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1703 ***********************************************************************
 LW1703  DESIGNATION -  1365 CTGS
 LW1703  PID         -  LW1703
 LW1703  STATE/COUNTY-  CT/WINDHAM
 LW1703  USGS QUAD   -  PLAINFIELD (1983)
 LW1703
 LW1703                         *CURRENT SURVEY CONTROL
 LW1703  ___________________________________________________________________
 LW1703* NAD 83(1986)-  41 42 56.     (N)    071 54 10.     (W)     SCALED    
 LW1703* NAVD 88     -        61.003  (meters)     200.14   (feet)  ADJUSTED  
 LW1703  ___________________________________________________________________
 LW1703  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1703  DYNAMIC HT  -          60.982 (meters)     200.07  (feet)  COMP
 LW1703  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LW1703
 LW1703  VERT ORDER  -  FIRST     CLASS II
 LW1703
 LW1703.The horizontal coordinates were scaled from a topographic map and have
 LW1703.an estimated accuracy of +/- 6 seconds.
 LW1703
 LW1703.The orthometric height was determined by differential leveling
 LW1703.and adjusted by the National Geodetic Survey in June 1991..
 LW1703
 LW1703.The geoid height was determined by GEOID03.
 LW1703
 LW1703.The dynamic height is computed by dividing the NAVD 88
 LW1703.geopotential number by the normal gravity value computed on the
 LW1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1703.degrees latitude (g = 980.6199 gals.).
 LW1703
 LW1703.The modeled gravity was interpolated from observed gravity values.
 LW1703
 LW1703;                    North         East    Units  Estimated Accuracy
 LW1703;SPC CT       -   250,730.      375,300.      MT  (+/- 180 meters Scaled)
 LW1703
 LW1703                          SUPERSEDED SURVEY CONTROL
 LW1703
 LW1703.No superseded survey control is available for this station.
 LW1703
 LW1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG585222(NAD 83)
 LW1703_MARKER: DD = SURVEY DISK
 LW1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1703_SP_SET: CONCRETE POST
 LW1703_STAMPING: 1365
 LW1703_MARK LOGO: CTGS  
 LW1703_PROJECTION: RECESSED 8 CENTIMETERS
 LW1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1703+STABILITY: SURFACE MOTION
 LW1703
 LW1703  HISTORY     - Date     Condition        Report By
 LW1703  HISTORY     - UNK      MONUMENTED       CTGS
 LW1703  HISTORY     - 1984     GOOD             NGS
 LW1703  HISTORY     - 19961125 GOOD             USPSQD
 LW1703
 LW1703                          STATION DESCRIPTION
 LW1703
 LW1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1703'IN CENTRAL VILLAGE.
 LW1703'IN CENTRAL VILLAGE, 0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 12 FROM
 LW1703'THE JUNCTION OF STATE HIGHWAY 14 EAST, 6.24 METERS (20.5 FT) EAST OF
 LW1703'THE CENTERLINE OF THE HIGHWAY, 12.34 METERS (40.5 FT) NORTH OF THE
 LW1703'CENTER OF A PAVED DRIVEWAY, 6.52 METERS (21.4 FT) SOUTHWEST OF POWER
 LW1703'POLE 3085, 6.40 METERS (21.0 FT) SOUTH OF THE EAST METAL LEG OF A
 LW1703'HIGHWAY SIGN (CENTRAL VILLAGE).
 LW1703'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LW1703'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1703
 LW1703                          STATION RECOVERY (1996)
 LW1703
 LW1703'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1694 ***********************************************************************
 LW1694  DESIGNATION -  1369 CTGS
 LW1694  PID         -  LW1694
 LW1694  STATE/COUNTY-  CT/WINDHAM
 LW1694  USGS QUAD   -  DANIELSON (1970)
 LW1694
 LW1694                         *CURRENT SURVEY CONTROL
 LW1694  ___________________________________________________________________
 LW1694* NAD 83(1986)-  41 48 25.     (N)    071 52 52.     (W)     SCALED    
 LW1694* NAVD 88     -        72.299  (meters)     237.20   (feet)  ADJUSTED  
 LW1694  ___________________________________________________________________
 LW1694  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1694  DYNAMIC HT  -          72.274 (meters)     237.12  (feet)  COMP
 LW1694  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW1694
 LW1694  VERT ORDER  -  FIRST     CLASS II
 LW1694
 LW1694.The horizontal coordinates were scaled from a topographic map and have
 LW1694.an estimated accuracy of +/- 6 seconds.
 LW1694
 LW1694.The orthometric height was determined by differential leveling
 LW1694.and adjusted by the National Geodetic Survey in June 1991..
 LW1694
 LW1694.The geoid height was determined by GEOID03.
 LW1694
 LW1694.The dynamic height is computed by dividing the NAVD 88
 LW1694.geopotential number by the normal gravity value computed on the
 LW1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1694.degrees latitude (g = 980.6199 gals.).
 LW1694
 LW1694.The modeled gravity was interpolated from observed gravity values.
 LW1694
 LW1694;                    North         East    Units  Estimated Accuracy
 LW1694;SPC CT       -   260,890.      377,000.      MT  (+/- 180 meters Scaled)
 LW1694
 LW1694                          SUPERSEDED SURVEY CONTROL
 LW1694
 LW1694.No superseded survey control is available for this station.
 LW1694
 LW1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG606323(NAD 83)
 LW1694_MARKER: DD = SURVEY DISK
 LW1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1694_SP_SET: CONCRETE POST
 LW1694_STAMPING: 1369
 LW1694_MARK LOGO: CTGS  
 LW1694_PROJECTION: RECESSED 15 CENTIMETERS
 LW1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1694+STABILITY: SURFACE MOTION
 LW1694
 LW1694  HISTORY     - Date     Condition        Report By
 LW1694  HISTORY     - UNK      MONUMENTED       CTGS
 LW1694  HISTORY     - 1984     GOOD             NGS
 LW1694  HISTORY     - 19961125 GOOD             USPSQD
 LW1694
 LW1694                          STATION DESCRIPTION
 LW1694
 LW1694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1694'IN DANIELSON.
 LW1694'IN DANIELSON, 0.6 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE
 LW1694'POST OFFICE TO THE MARK ON THE RIGHT, INSIDE OF A 15 BY 15 CM (6 BY 6
 LW1694'IN) SQUARE CUT IN THE SIDEWALK NEAR THE JUNCTION OF REYNOLDS STREET,
 LW1694'4.90 METERS (16.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LW1694'38.70 METERS (127.0 FT) WEST-SOUTHWEST OF A WORLD WAR MONUMENT WITH A
 LW1694'BRONZE EAGLE, 6.40 METERS (21.0 FT) SOUTHWEST OF POWER POLE 1.
 LW1694'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1694
 LW1694                          STATION RECOVERY (1996)
 LW1694
 LW1694'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0439 ***********************************************************************
 LX0439  DESIGNATION -  139
 LX0439  PID         -  LX0439
 LX0439  STATE/COUNTY-  CT/NEW HAVEN
 LX0439  USGS QUAD   -  GUILFORD (1984)
 LX0439
 LX0439                         *CURRENT SURVEY CONTROL
 LX0439  ___________________________________________________________________
 LX0439* NAD 83(1986)-  41 17 07.     (N)    072 38 19.     (W)     SCALED    
 LX0439* NAVD 88     -         5.875  (meters)      19.27   (feet)  ADJUSTED  
 LX0439  ___________________________________________________________________
 LX0439  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX0439  DYNAMIC HT  -           5.873 (meters)      19.27  (feet)  COMP
 LX0439  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 LX0439
 LX0439  VERT ORDER  -  FIRST     CLASS I
 LX0439
 LX0439.The horizontal coordinates were scaled from a topographic map and have
 LX0439.an estimated accuracy of +/- 6 seconds.
 LX0439
 LX0439.The orthometric height was determined by differential leveling
 LX0439.and adjusted by the National Geodetic Survey in June 1991..
 LX0439
 LX0439.The geoid height was determined by GEOID03.
 LX0439
 LX0439.The dynamic height is computed by dividing the NAVD 88
 LX0439.geopotential number by the normal gravity value computed on the
 LX0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0439.degrees latitude (g = 980.6199 gals.).
 LX0439
 LX0439.The modeled gravity was interpolated from observed gravity values.
 LX0439
 LX0439;                    North         East    Units  Estimated Accuracy
 LX0439;SPC CT       -   202,600.      314,130.      MT  (+/- 180 meters Scaled)
 LX0439
 LX0439                          SUPERSEDED SURVEY CONTROL
 LX0439
 LX0439  NGVD 29 (??/??/92)    6.18   (m)           20.3    (f) COMPUTED    1 1
 LX0439
 LX0439.Superseded values are not recommended for survey control.
 LX0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0439.See file dsdata.txt to determine how the superseded data were derived.
 LX0439
 LX0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL977731(NAD 83)
 LX0439_MARKER: DD = SURVEY DISK
 LX0439_SETTING: 66 = SET IN ROCK OUTCROP
 LX0439_SP_SET: ROCK OUTCROP
 LX0439_STAMPING: 139
 LX0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0439+STABILITY: POSITION/ELEVATION WELL
 LX0439
 LX0439  HISTORY     - Date     Condition        Report By
 LX0439  HISTORY     - UNK      MONUMENTED       CTGS
 LX0439  HISTORY     - 1965     GOOD             NGS
 LX0439
 LX0439                          STATION DESCRIPTION
 LX0439
 LX0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0439'2.4 MI E FROM GUILFORD.
 LX0439'1.3 MILES EAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0439'GUILFORD, THENCE 1.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 1, AT
 LX0439'THE JUNCTION OF THE HIGHWAY AND WILDWOOD AVENUE, SET ON THE
 LX0439'TOP OF A FLAT OUTCROP, 69 FEET WEST OF THE CENTER LINE OF THE
 LX0439'AVENUE, 24 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LX0439'19 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE CATCH
 LX0439'BASIN, ABOUT LEVEL WITH THE GROUND AND 1 1/2 FEET ABOVE THE
 LX0439'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3320 ***********************************************************************
 LX3320  DESIGNATION -  139 W
 LX3320  PID         -  LX3320
 LX3320  STATE/COUNTY-  CT/NEW LONDON
 LX3320  USGS QUAD   -  HAMBURG (1984)
 LX3320
 LX3320                         *CURRENT SURVEY CONTROL
 LX3320  ___________________________________________________________________
 LX3320* NAD 83(1986)-  41 29 28.     (N)    072 16 32.     (W)     SCALED    
 LX3320* NAVD 88     -       110.146  (meters)     361.37   (feet)  ADJUSTED  
 LX3320  ___________________________________________________________________
 LX3320  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX3320  DYNAMIC HT  -         110.107 (meters)     361.24  (feet)  COMP
 LX3320  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 LX3320
 LX3320  VERT ORDER  -  FIRST     CLASS II
 LX3320
 LX3320.The horizontal coordinates were scaled from a topographic map and have
 LX3320.an estimated accuracy of +/- 6 seconds.
 LX3320
 LX3320.The orthometric height was determined by differential leveling
 LX3320.and adjusted by the National Geodetic Survey in June 1991..
 LX3320
 LX3320.The geoid height was determined by GEOID03.
 LX3320
 LX3320.The dynamic height is computed by dividing the NAVD 88
 LX3320.geopotential number by the normal gravity value computed on the
 LX3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3320.degrees latitude (g = 980.6199 gals.).
 LX3320
 LX3320.The modeled gravity was interpolated from observed gravity values.
 LX3320
 LX3320;                    North         East    Units  Estimated Accuracy
 LX3320;SPC CT       -   225,560.      344,420.      MT  (+/- 180 meters Scaled)
 LX3320
 LX3320                          SUPERSEDED SURVEY CONTROL
 LX3320
 LX3320.No superseded survey control is available for this station.
 LX3320
 LX3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL274968(NAD 83)
 LX3320_MARKER: DD = SURVEY DISK
 LX3320_SETTING: 66 = SET IN ROCK OUTCROP
 LX3320_SP_SET: ROCK OUTCROP
 LX3320_STAMPING: 139 W 1923 362
 LX3320_MARK LOGO: USGS  
 LX3320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3320+STABILITY: POSITION/ELEVATION WELL
 LX3320
 LX3320  HISTORY     - Date     Condition        Report By
 LX3320  HISTORY     - 1923     MONUMENTED       USGS
 LX3320  HISTORY     - 1986     GOOD             NGS
 LX3320  HISTORY     - 1989     GOOD             USPSQD
 LX3320  HISTORY     - 19900428 POOR             USPSQD
 LX3320  HISTORY     - 19901115 GOOD             USPSQD
 LX3320  HISTORY     - 19991221 GOOD             USPSQD
 LX3320  HISTORY     - 20030602 GOOD             USPSQD
 LX3320
 LX3320                          STATION DESCRIPTION
 LX3320
 LX3320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3320'1.9 KM (1.2 MI) NW FROM SALEM FOUR CORNERS.
 LX3320'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3320'OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON THE RIGHT AT
 LX3320'THE SALEM HISTORICAL SOCIETY, INC. IN EXPOSED ROCK OUTCROP.  IT IS
 LX3320'39.10 METERS (128.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 18.74
 LX3320'METERS (61.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE SALEM GRANGE
 LX3320'NO. 166 AND 8.29 METERS (27.2 FT) NORTHEAST OF THE NORTHWEST CORNER
 LX3320'OF THE SALEM TOWN HOUSE, FORMERLY THE EPICOPAL CHURCH AND NOW THE
 LX3320'SALEM HISTORICAL SOCIETY, INC.
 LX3320'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3320
 LX3320                          STATION RECOVERY (1989)
 LX3320
 LX3320'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3320'RECOVERED IN GOOD CONDITION.
 LX3320
 LX3320                          STATION RECOVERY (1990)
 LX3320
 LX3320'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3320'MARK RECOVERED IN POOR CONDITION.
 LX3320
 LX3320                          STATION RECOVERY (1990)
 LX3320
 LX3320'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3320'RECOVERED IN GOOD CONDITION.
 LX3320
 LX3320                          STATION RECOVERY (1999)
 LX3320
 LX3320'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3320'RECOVERED IN GOOD CONDITION.
 LX3320
 LX3320                          STATION RECOVERY (2003)
 LX3320
 LX3320'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1810 ***********************************************************************
 LW1810  DESIGNATION -  1393
 LW1810  PID         -  LW1810
 LW1810  STATE/COUNTY-  CT/WINDHAM
 LW1810  USGS QUAD   -  ONECO (1970)
 LW1810
 LW1810                         *CURRENT SURVEY CONTROL
 LW1810  ___________________________________________________________________
 LW1810* NAD 83(1986)-  41 41 13.     (N)    071 50 58.     (W)     SCALED    
 LW1810* NAVD 88     -       184.856  (meters)     606.48   (feet)  ADJUSTED  
 LW1810  ___________________________________________________________________
 LW1810  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW1810  DYNAMIC HT  -         184.789 (meters)     606.26  (feet)  COMP
 LW1810  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 LW1810
 LW1810  VERT ORDER  -  FIRST     CLASS II
 LW1810
 LW1810.The horizontal coordinates were scaled from a topographic map and have
 LW1810.an estimated accuracy of +/- 6 seconds.
 LW1810
 LW1810.The orthometric height was determined by differential leveling
 LW1810.and adjusted by the National Geodetic Survey in June 1991..
 LW1810
 LW1810.The geoid height was determined by GEOID03.
 LW1810
 LW1810.The dynamic height is computed by dividing the NAVD 88
 LW1810.geopotential number by the normal gravity value computed on the
 LW1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1810.degrees latitude (g = 980.6199 gals.).
 LW1810
 LW1810.The modeled gravity was interpolated from observed gravity values.
 LW1810
 LW1810;                    North         East    Units  Estimated Accuracy
 LW1810;SPC CT       -   247,590.      379,780.      MT  (+/- 180 meters Scaled)
 LW1810
 LW1810                          SUPERSEDED SURVEY CONTROL
 LW1810
 LW1810.No superseded survey control is available for this station.
 LW1810
 LW1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG628189(NAD 83)
 LW1810_MARKER: DD = SURVEY DISK
 LW1810_SETTING: 80 = SET IN A BOULDER
 LW1810_SP_SET: BOULDER
 LW1810_STAMPING: 1393
 LW1810_MARK LOGO: CTGS  
 LW1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1810+STABILITY: SURFACE MOTION
 LW1810
 LW1810  HISTORY     - Date     Condition        Report By
 LW1810  HISTORY     - 1936     MONUMENTED       CTGS
 LW1810  HISTORY     - 1986     GOOD             NGS
 LW1810  HISTORY     - 19961001 GOOD             USPSQD
 LW1810
 LW1810                          STATION DESCRIPTION
 LW1810
 LW1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1810'0.2 KM (0.1 MI) SOUTH FROM STERLING.
 LW1810'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1810'STATE HIGHWAY 14A IN STERLING TO THE MARK ON THE LEFT AND ACROSS
 LW1810'HIGHWAY FROM UTILITY POLE NO. 442 WITH TRANSFORMER AND HIGHWAY SIGN
 LW1810'(EKONK).  IT IS 5.55 METERS (18.2 FT) EAST OF THE CENTERLINE OF THE
 LW1810'HIGHWAY, 19.20 METERS (63.0 FT) NORTH OF THE EXTENDED CENTER
 LW1810'OF A PRIVATE DRIVE LEADING TO A 1 STORY FRAME HOUSE NO. 429 AND 12.19
 LW1810'(40.0 FT) EAST OF AND ACROSS HIGHWAY FROM UTILITY POLE NO. 442.
 LW1810'THE MARK IS 0.57 METERS  E FROM  A WITNESS POST
 LW1810'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1810
 LW1810                          STATION RECOVERY (1996)
 LW1810
 LW1810'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1814 ***********************************************************************
 LW1814  DESIGNATION -  1395
 LW1814  PID         -  LW1814
 LW1814  STATE/COUNTY-  CT/WINDHAM
 LW1814  USGS QUAD   -  ONECO (1970)
 LW1814
 LW1814                         *CURRENT SURVEY CONTROL
 LW1814  ___________________________________________________________________
 LW1814* NAD 83(1986)-  41 39 30.     (N)    071 50 51.     (W)     SCALED    
 LW1814* NAVD 88     -       192.638  (meters)     632.01   (feet)  ADJUSTED  
 LW1814  ___________________________________________________________________
 LW1814  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW1814  DYNAMIC HT  -         192.566 (meters)     631.78  (feet)  COMP
 LW1814  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 LW1814
 LW1814  VERT ORDER  -  FIRST     CLASS II
 LW1814
 LW1814.The horizontal coordinates were scaled from a topographic map and have
 LW1814.an estimated accuracy of +/- 6 seconds.
 LW1814
 LW1814.The orthometric height was determined by differential leveling
 LW1814.and adjusted by the National Geodetic Survey in June 1991..
 LW1814
 LW1814.The geoid height was determined by GEOID03.
 LW1814
 LW1814.The dynamic height is computed by dividing the NAVD 88
 LW1814.geopotential number by the normal gravity value computed on the
 LW1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1814.degrees latitude (g = 980.6199 gals.).
 LW1814
 LW1814.The modeled gravity was interpolated from observed gravity values.
 LW1814
 LW1814;                    North         East    Units  Estimated Accuracy
 LW1814;SPC CT       -   244,420.      379,970.      MT  (+/- 180 meters Scaled)
 LW1814
 LW1814                          SUPERSEDED SURVEY CONTROL
 LW1814
 LW1814.No superseded survey control is available for this station.
 LW1814
 LW1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG629157(NAD 83)
 LW1814_MARKER: DD = SURVEY DISK
 LW1814_SETTING: 80 = SET IN A BOULDER
 LW1814_SP_SET: BOULDER
 LW1814_STAMPING: 1395
 LW1814_MARK LOGO: CTGS  
 LW1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1814+STABILITY: SURFACE MOTION
 LW1814
 LW1814  HISTORY     - Date     Condition        Report By
 LW1814  HISTORY     - 1936     MONUMENTED       CTGS
 LW1814  HISTORY     - 1986     GOOD             NGS
 LW1814  HISTORY     - 19961020 GOOD             USPSQD
 LW1814
 LW1814                          STATION DESCRIPTION
 LW1814
 LW1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1814'3.5 KM (2.2 MI) SOUTH FROM STERLING.
 LW1814'3.5 KM (2.2 MI) SOUTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1814'STATE HIGHWAY 14A IN STERLING TO THE MARK ON THE RIGHT IN TOP OF A
 LW1814'LARGE BOULDER ELEVATED ABOUT 0.76 METER (2.5 FT) ABOVE THE HIGHWAY.
 LW1814'IT IS 8.47 METERS (27.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 LW1814'AND 3.66 METERS (12.0 FT) SOUTHEAST OF A STONE WALL RUNNING PARALLEL
 LW1814'WITH THE HIGHWAY.
 LW1814'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LW1814
 LW1814                          STATION RECOVERY (1996)
 LW1814
 LW1814'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1816 ***********************************************************************
 LW1816  DESIGNATION -  1398
 LW1816  PID         -  LW1816
 LW1816  STATE/COUNTY-  CT/NEW LONDON
 LW1816  USGS QUAD   -  ONECO (1970)
 LW1816
 LW1816                         *CURRENT SURVEY CONTROL
 LW1816  ___________________________________________________________________
 LW1816* NAD 83(1986)-  41 37 46.     (N)    071 50 49.     (W)     SCALED    
 LW1816* NAVD 88     -       161.410  (meters)     529.56   (feet)  ADJUSTED  
 LW1816  ___________________________________________________________________
 LW1816  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW1816  DYNAMIC HT  -         161.350 (meters)     529.36  (feet)  COMP
 LW1816  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 LW1816
 LW1816  VERT ORDER  -  FIRST     CLASS II
 LW1816
 LW1816.The horizontal coordinates were scaled from a topographic map and have
 LW1816.an estimated accuracy of +/- 6 seconds.
 LW1816
 LW1816.The orthometric height was determined by differential leveling
 LW1816.and adjusted by the National Geodetic Survey in June 1991..
 LW1816
 LW1816.The geoid height was determined by GEOID03.
 LW1816
 LW1816.The dynamic height is computed by dividing the NAVD 88
 LW1816.geopotential number by the normal gravity value computed on the
 LW1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1816.degrees latitude (g = 980.6199 gals.).
 LW1816
 LW1816.The modeled gravity was interpolated from observed gravity values.
 LW1816
 LW1816;                    North         East    Units  Estimated Accuracy
 LW1816;SPC CT       -   241,210.      380,050.      MT  (+/- 180 meters Scaled)
 LW1816
 LW1816                          SUPERSEDED SURVEY CONTROL
 LW1816
 LW1816.No superseded survey control is available for this station.
 LW1816
 LW1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG628125(NAD 83)
 LW1816_MARKER: DD = SURVEY DISK
 LW1816_SETTING: 66 = SET IN ROCK OUTCROP
 LW1816_SP_SET: ROCK OUTCROP
 LW1816_STAMPING: 1398
 LW1816_MARK LOGO: CTGS  
 LW1816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1816+STABILITY: POSITION/ELEVATION WELL
 LW1816
 LW1816  HISTORY     - Date     Condition        Report By
 LW1816  HISTORY     - 1936     MONUMENTED       CTGS
 LW1816  HISTORY     - 1986     GOOD             NGS
 LW1816
 LW1816                          STATION DESCRIPTION
 LW1816
 LW1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1816'6.8 KM (4.2 MI) SOUTH FROM STERLING.
 LW1816'6.8 KM (4.2 MI) SOUTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1816'STATE HIGHWAY 14A IN STERLING TO THE MARK ON THE LEFT IN TOP OF A ROCK
 LW1816'CUT ON THE SOUTH SIDE OF UTILITY POLE NO. 335.  ALSO 6.4 KM (4.0 MI)
 LW1816'NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF STATE HIGHWAYS 138
 LW1816'AND 165 IN VOLUNTOWN.  IT IS 5.73 METERS (18.8 FT) EAST OF THE
 LW1816'CENTERLINE OF THE HIGHWAY, 4.27 METERS (14.0 FT) SOUTH-SOUTHWEST OF
 LW1816'UTILITY POLE NO. 335 AND 7.25 METERS (23.8 FT) WEST OF THE CENTER OF A
 LW1816'STONE WALL RUNNING PARALLEL WITH THE HIGHWAY.
 LW1816'THE MARK IS 1.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6841 ***********************************************************************
 LX6841  DESIGNATION -  140
 LX6841  PID         -  LX6841
 LX6841  STATE/COUNTY-  CT/MIDDLESEX
 LX6841  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6841
 LX6841                         *CURRENT SURVEY CONTROL
 LX6841  ___________________________________________________________________
 LX6841* NAD 83(1996)-  41 33 40.43717(N)    072 36 09.52896(W)     ADJUSTED  
 LX6841* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6841  ___________________________________________________________________
 LX6841  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX6841  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX6841
 LX6841  HORZ ORDER  -  THIRD
 LX6841
 LX6841.The horizontal coordinates were established by classical geodetic methods
 LX6841.and adjusted by the National Geodetic Survey in August 1998..
 LX6841
 LX6841.The orthometric height was scaled from a topographic map.
 LX6841
 LX6841.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6841
 LX6841.The geoid height was determined by GEOID03.
 LX6841
 LX6841;                    North         East     Units Scale Factor Converg.
 LX6841;SPC CT       -   233,250.177   317,092.218   MT  0.99998326   +0 05 51.7
 LX6841;SPC CT       -   765,254.96  1,040,326.72   sFT  0.99998326   +0 05 51.7
 LX6841;UTM  18      - 4,603,837.698   699,908.232   MT  1.00009182   +1 35 27.5
 LX6841
 LX6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6841!SPC CT       -   1.00000454  x   0.99998326  =   0.99998780
 LX6841!UTM  18      -   1.00000454  x   1.00009182  =   1.00009636
 LX6841
 LX6841|---------------------------------------------------------------------|
 LX6841| PID    Reference Object                     Distance      Geod. Az  |
 LX6841|                                                           dddmmss.s |
 LX6841| CZ6873 140 RM                                6.680 METERS 02243     |
 LX6841| LX6827 MILLER                              APPROX. 1.2 KM 1204636.4 |
 LX6841| LX6842 BODKIN ROCK LIGHT                    13.125 METERS 16835     |
 LX6841| LX6835 COOLEY                              390.690 METERS 18952     |
 LX6841|---------------------------------------------------------------------|
 LX6841
 LX6841                          SUPERSEDED SURVEY CONTROL
 LX6841
 LX6841  NAD 83(1992)-  41 33 40.43649(N)    072 36 09.52888(W) AD(       ) 3
 LX6841  NAD 83(1986)-  41 33 40.43840(N)    072 36 09.53101(W) AD(       ) 3
 LX6841  NAD 27      -  41 33 40.09000(N)    072 36 11.21000(W) AD(       ) 3
 LX6841
 LX6841.Superseded values are not recommended for survey control.
 LX6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6841.See file dsdata.txt to determine how the superseded data were derived.
 LX6841
 LX6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9990803838(NAD 83)
 LX6841
 LX6841  HISTORY     - Date     Condition        Report By
 LX6841  HISTORY     - 1935     MONUMENTED       CGS
 LX6841  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6841
 LX6841                          STATION DESCRIPTION
 LX6841
 LX6841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6841'THE STATION IS REACHED FROM THE INTERSECTION OF ROUTES 14 AND 15 IN
 LX6841'PORTLAND, GO EASTERLY ON ROUTE 14, 3.2 MILES, TURN RIGHT ON PRIVATE
 LX6841'ROAD AND GO 0.5 MILE, TURN RIGHT ON THE FIRST ROAD TO THE RIGHT
 LX6841'AND GO 0.4 MILE TO THE END OF THE ROAD.  A PATH LEADS DOWN THE
 LX6841'SIDE OF THE HILL TO BODKIN ROCK LIGHT, THE SITE OF THE
 LX6841'STATION.  THE STATION IS MARKED BY A BRASS PLUG SET IN A DRILL
 LX6841'HOLE IN THE LEDGE ABOUT THE SAME LEVEL AS THE TOP OF THE LIGHT
 LX6841'AND IS 13.13 METERS DUE N OF THE LIGHT.
 LX6841'
 LX6841'A STANDARD REFERENCE MARK WAS SET IN A DRILL HOLE IN LEDGE
 LX6841'6.68 METERS, N 40 DEG E OF THE STATION AND IS STAMPED USE 140
 LX6841'1909-1935.
 LX6841'
 LX6841'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6841
 LX6841                          STATION RECOVERY (1948)
 LX6841
 LX6841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6841'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6841'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3315 ***********************************************************************
 LX3315  DESIGNATION -  140 W
 LX3315  PID         -  LX3315
 LX3315  STATE/COUNTY-  CT/NEW LONDON
 LX3315  USGS QUAD   -  COLCHESTER (1984)
 LX3315
 LX3315                         *CURRENT SURVEY CONTROL
 LX3315  ___________________________________________________________________
 LX3315* NAD 83(1986)-  41 32 14.     (N)    072 18 06.     (W)     SCALED    
 LX3315* NAVD 88     -       168.352  (meters)     552.33   (feet)  ADJUSTED  
 LX3315  ___________________________________________________________________
 LX3315  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX3315  DYNAMIC HT  -         168.293 (meters)     552.14  (feet)  COMP
 LX3315  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 LX3315
 LX3315  VERT ORDER  -  FIRST     CLASS II
 LX3315
 LX3315.The horizontal coordinates were scaled from a topographic map and have
 LX3315.an estimated accuracy of +/- 6 seconds.
 LX3315
 LX3315.The orthometric height was determined by differential leveling
 LX3315.and adjusted by the National Geodetic Survey in June 1991..
 LX3315
 LX3315.The geoid height was determined by GEOID03.
 LX3315
 LX3315.The dynamic height is computed by dividing the NAVD 88
 LX3315.geopotential number by the normal gravity value computed on the
 LX3315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3315.degrees latitude (g = 980.6199 gals.).
 LX3315
 LX3315.The modeled gravity was interpolated from observed gravity values.
 LX3315
 LX3315;                    North         East    Units  Estimated Accuracy
 LX3315;SPC CT       -   230,670.      342,210.      MT  (+/- 180 meters Scaled)
 LX3315
 LX3315                          SUPERSEDED SURVEY CONTROL
 LX3315
 LX3315.No superseded survey control is available for this station.
 LX3315
 LX3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM250019(NAD 83)
 LX3315_MARKER: DD = SURVEY DISK
 LX3315_SETTING: 80 = SET IN A BOULDER
 LX3315_SP_SET: BOULDER
 LX3315_STAMPING: 140 W 1923 554
 LX3315_MARK LOGO: USGS  
 LX3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3315+STABILITY: SURFACE MOTION
 LX3315
 LX3315  HISTORY     - Date     Condition        Report By
 LX3315  HISTORY     - 1923     MONUMENTED       USGS
 LX3315  HISTORY     - 1986     GOOD             NGS
 LX3315  HISTORY     - 19901115 GOOD             USPSQD
 LX3315
 LX3315                          STATION DESCRIPTION
 LX3315
 LX3315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3315'4.9 KM (3.05 MI) SE FROM COLCHESTER.
 LX3315'4.9 KM (3.05 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM ITS
 LX3315'INTERSECTION WITH STATE HIGHWAY 16 IN COLCHESTER TO THE MARK ON THE
 LX3315'RIGHT IN TOP OF AN 1.8 X 4.0 FOOT EXPOSED BOULDER IN WOODS.  IT IS
 LX3315'10.82 METERS (35.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3315'38.10 METERS (125.0 FT) NORTH-NORTHWEST OF THE JUNCTION OF A
 LX3315'PRIVATE DRIVE ON THE OPPOSITE SIDE OF THE HIGHWAY AND 8.53 METERS
 LX3315'(28.0 FT) NORTHWEST OF UTILITY POLE NO. 134.
 LX3315'THE MARK IS 0.61 M BELOW HIGHWAY.
 LX3315
 LX3315                          STATION RECOVERY (1990)
 LX3315
 LX3315'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1819 ***********************************************************************
 LW1819  DESIGNATION -  1400
 LW1819  PID         -  LW1819
 LW1819  STATE/COUNTY-  CT/NEW LONDON
 LW1819  USGS QUAD   -  VOLUNTOWN (1975)
 LW1819
 LW1819                         *CURRENT SURVEY CONTROL
 LW1819  ___________________________________________________________________
 LW1819* NAD 83(1986)-  41 36 19.     (N)    071 50 52.     (W)     SCALED    
 LW1819* NAVD 88     -       128.140  (meters)     420.41   (feet)  ADJUSTED  
 LW1819  ___________________________________________________________________
 LW1819  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1819  DYNAMIC HT  -         128.093 (meters)     420.25  (feet)  COMP
 LW1819  MODELED GRAV-     980,252.4   (mgal)                       NAVD 88
 LW1819
 LW1819  VERT ORDER  -  FIRST     CLASS II
 LW1819
 LW1819.The horizontal coordinates were scaled from a topographic map and have
 LW1819.an estimated accuracy of +/- 6 seconds.
 LW1819
 LW1819.The orthometric height was determined by differential leveling
 LW1819.and adjusted by the National Geodetic Survey in June 1991..
 LW1819
 LW1819.The geoid height was determined by GEOID03.
 LW1819
 LW1819.The dynamic height is computed by dividing the NAVD 88
 LW1819.geopotential number by the normal gravity value computed on the
 LW1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1819.degrees latitude (g = 980.6199 gals.).
 LW1819
 LW1819.The modeled gravity was interpolated from observed gravity values.
 LW1819
 LW1819;                    North         East    Units  Estimated Accuracy
 LW1819;SPC CT       -   238,520.      380,010.      MT  (+/- 180 meters Scaled)
 LW1819
 LW1819                          SUPERSEDED SURVEY CONTROL
 LW1819
 LW1819.No superseded survey control is available for this station.
 LW1819
 LW1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG626098(NAD 83)
 LW1819_MARKER: DD = SURVEY DISK
 LW1819_SETTING: 66 = SET IN ROCK OUTCROP
 LW1819_SP_SET: ROCK OUTCROP
 LW1819_STAMPING: 1400
 LW1819_MARK LOGO: CTGS  
 LW1819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1819+STABILITY: POSITION/ELEVATION WELL
 LW1819
 LW1819  HISTORY     - Date     Condition        Report By
 LW1819  HISTORY     - 1936     MONUMENTED       CTGS
 LW1819  HISTORY     - 1986     GOOD             NGS
 LW1819
 LW1819                          STATION DESCRIPTION
 LW1819
 LW1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1819'3.4 KM (2.1 MI) NORTH FROM VOLUNTOWN.
 LW1819'3.4 KM (2.1 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1819'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE MARK ON THE LEFT
 LW1819'NORTH-NORTHEAST AND ACROSS HIGHWAY FROM UTILITY POLE NO. 55 WITH ONE
 LW1819'GUY WIRE.  IT IS 5.42 METERS (17.8 FT) NORTH-NORTHWEST OF THE
 LW1819'CENTERLINE OF THE HIGHWAY AND 4.72 METERS (15.5 FT) SOUTHWEST OF THE
 LW1819'SOUTHWEST CORNER OF A STONE WALL.
 LW1819'THE MARK IS 0.67 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0449 ***********************************************************************
 LX0449  DESIGNATION -  141
 LX0449  PID         -  LX0449
 LX0449  STATE/COUNTY-  CT/NEW HAVEN
 LX0449  USGS QUAD   -  CLINTON (1984)
 LX0449
 LX0449                         *CURRENT SURVEY CONTROL
 LX0449  ___________________________________________________________________
 LX0449* NAD 83(1986)-  41 16 44.     (N)    072 36 00.     (W)     SCALED    
 LX0449* NAVD 88     -         6.379  (meters)      20.93   (feet)  ADJUSTED  
 LX0449  ___________________________________________________________________
 LX0449  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX0449  DYNAMIC HT  -           6.377 (meters)      20.92  (feet)  COMP
 LX0449  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 LX0449
 LX0449  VERT ORDER  -  FIRST     CLASS I
 LX0449
 LX0449.The horizontal coordinates were scaled from a topographic map and have
 LX0449.an estimated accuracy of +/- 6 seconds.
 LX0449
 LX0449.The orthometric height was determined by differential leveling
 LX0449.and adjusted by the National Geodetic Survey in June 1991..
 LX0449
 LX0449.The geoid height was determined by GEOID03.
 LX0449
 LX0449.The dynamic height is computed by dividing the NAVD 88
 LX0449.geopotential number by the normal gravity value computed on the
 LX0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0449.degrees latitude (g = 980.6199 gals.).
 LX0449
 LX0449.The modeled gravity was interpolated from observed gravity values.
 LX0449
 LX0449;                    North         East    Units  Estimated Accuracy
 LX0449;SPC CT       -   201,890.      317,370.      MT  (+/- 180 meters Scaled)
 LX0449
 LX0449                          SUPERSEDED SURVEY CONTROL
 LX0449
 LX0449  NGVD 29 (??/??/92)    6.685  (m)           21.93   (f) ADJ UNCH    1 1
 LX0449
 LX0449.Superseded values are not recommended for survey control.
 LX0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0449.See file dsdata.txt to determine how the superseded data were derived.
 LX0449
 LX0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL009724(NAD 83)
 LX0449_MARKER: DD = SURVEY DISK
 LX0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0449_STAMPING: 141
 LX0449_MARK LOGO: CTGS  
 LX0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0449+STABILITY: SURFACE MOTION
 LX0449
 LX0449  HISTORY     - Date     Condition        Report By
 LX0449  HISTORY     - UNK      MONUMENTED       CTGS
 LX0449  HISTORY     - 1965     GOOD             NGS
 LX0449  HISTORY     - 1985     GOOD             NGS
 LX0449
 LX0449                          STATION DESCRIPTION
 LX0449
 LX0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0449'AT MADISON.
 LX0449'AT MADISON, ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE
 LX0449'POST OFFICE, NEAR THE EAST END OF A VERY SMALL PARK, DIRECTLY
 LX0449'IN FRONT OF THE MADISON JUNIOR HIGH SCHOOL, 137 FEET SOUTH OF
 LX0449'THE SOUTHEAST CORNER OF THE SCHOOL, 3.8 FEET NORTH OF THE NORTH
 LX0449'CURB OF THE HIGHWAY, 43 FEET WEST OF THE EAST END OF THE PARK,
 LX0449'8 FEET WEST OF THE EXTENDED CENTER LINE OF ACADEMY STREET LEADING
 LX0449'NORTH, 6 1/2 FEET SOUTHEAST OF THE EAST ONE OF 5 SMALL GOGWOOD
 LX0449'TREES, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 LX0449'CONCRETE POST 1/2 INCH BELOW THE LEVEL OF THE GROUND.
 LX0449
 LX0449                          STATION RECOVERY (1985)
 LX0449
 LX0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0449'RECOVERED IN GOOD CONDITION, THE MENTIONED SCHOOL IS NOW ACADEMY
 LX0449'ELEMENTARY SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3310 ***********************************************************************
 LX3310  DESIGNATION -  141 W
 LX3310  PID         -  LX3310
 LX3310  STATE/COUNTY-  CT/NEW LONDON
 LX3310  USGS QUAD   -  COLCHESTER (1984)
 LX3310
 LX3310                         *CURRENT SURVEY CONTROL
 LX3310  ___________________________________________________________________
 LX3310* NAD 83(1986)-  41 34 28.     (N)    072 19 59.     (W)     SCALED    
 LX3310* NAVD 88     -       139.367  (meters)     457.24   (feet)  ADJUSTED  
 LX3310  ___________________________________________________________________
 LX3310  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX3310  DYNAMIC HT  -         139.318 (meters)     457.08  (feet)  COMP
 LX3310  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX3310
 LX3310  VERT ORDER  -  FIRST     CLASS II
 LX3310
 LX3310.The horizontal coordinates were scaled from a topographic map and have
 LX3310.an estimated accuracy of +/- 6 seconds.
 LX3310
 LX3310.The orthometric height was determined by differential leveling
 LX3310.and adjusted by the National Geodetic Survey in June 1991..
 LX3310
 LX3310.The geoid height was determined by GEOID03.
 LX3310
 LX3310.The dynamic height is computed by dividing the NAVD 88
 LX3310.geopotential number by the normal gravity value computed on the
 LX3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3310.degrees latitude (g = 980.6199 gals.).
 LX3310
 LX3310.The modeled gravity was interpolated from observed gravity values.
 LX3310
 LX3310;                    North         East    Units  Estimated Accuracy
 LX3310;SPC CT       -   234,790.      339,570.      MT  (+/- 180 meters Scaled)
 LX3310
 LX3310                          SUPERSEDED SURVEY CONTROL
 LX3310
 LX3310.No superseded survey control is available for this station.
 LX3310
 LX3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM223059(NAD 83)
 LX3310_MARKER: DD = SURVEY DISK
 LX3310_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX3310_SP_SET: BUILDING WATER TABLE
 LX3310_STAMPING: 141 W 1923 458
 LX3310_MARK LOGO: USGS  
 LX3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3310+STABILITY: SURFACE MOTION
 LX3310
 LX3310  HISTORY     - Date     Condition        Report By
 LX3310  HISTORY     - 1923     MONUMENTED       USGS
 LX3310  HISTORY     - 1986     GOOD             NGS
 LX3310  HISTORY     - 19901020 GOOD             USPSQD
 LX3310
 LX3310                          STATION DESCRIPTION
 LX3310
 LX3310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3310'IN COLCHESTER.
 LX3310'IN COLCHESTER, AT THE SOUTHWEST CORNER OF THE CRAGIN MEMORIAL LIBRARY
 LX3310'AT THE JUNCTION OF CRAGIN COURT AND STATE HIGHWAY 16.
 LX3310'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3310
 LX3310                          STATION RECOVERY (1990)
 LX3310
 LX3310'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1746 ***********************************************************************
 LW1746  DESIGNATION -  1411 CTGS
 LW1746  PID         -  LW1746
 LW1746  STATE/COUNTY-  CT/NEW LONDON
 LW1746  USGS QUAD   -  ASHAWAY (1984)
 LW1746
 LW1746                         *CURRENT SURVEY CONTROL
 LW1746  ___________________________________________________________________
 LW1746* NAD 83(1986)-  41 24 14.     (N)    071 50 55.     (W)     SCALED    
 LW1746* NAVD 88     -        19.272  (meters)      63.23   (feet)  ADJUSTED  
 LW1746  ___________________________________________________________________
 LW1746  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LW1746  DYNAMIC HT  -          19.265 (meters)      63.21  (feet)  COMP
 LW1746  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 LW1746
 LW1746  VERT ORDER  -  FIRST     CLASS II
 LW1746
 LW1746.The horizontal coordinates were scaled from a topographic map and have
 LW1746.an estimated accuracy of +/- 6 seconds.
 LW1746
 LW1746.The orthometric height was determined by differential leveling
 LW1746.and adjusted by the National Geodetic Survey in June 1991..
 LW1746
 LW1746.The geoid height was determined by GEOID03.
 LW1746
 LW1746.The dynamic height is computed by dividing the NAVD 88
 LW1746.geopotential number by the normal gravity value computed on the
 LW1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1746.degrees latitude (g = 980.6199 gals.).
 LW1746
 LW1746.The modeled gravity was interpolated from observed gravity values.
 LW1746
 LW1746;                    North         East    Units  Estimated Accuracy
 LW1746;SPC CT       -   216,160.      380,170.      MT  (+/- 180 meters Scaled)
 LW1746
 LW1746                          SUPERSEDED SURVEY CONTROL
 LW1746
 LW1746.No superseded survey control is available for this station.
 LW1746
 LW1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF618875(NAD 83)
 LW1746_MARKER: DD = SURVEY DISK
 LW1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1746_SP_SET: CONCRETE POST
 LW1746_STAMPING: 1411
 LW1746_MARK LOGO: CTGS  
 LW1746_PROJECTION: RECESSED 8 CENTIMETERS
 LW1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1746+STABILITY: SURFACE MOTION
 LW1746
 LW1746  HISTORY     - Date     Condition        Report By
 LW1746  HISTORY     - UNK      MONUMENTED       CTGS
 LW1746  HISTORY     - 1984     GOOD             NGS
 LW1746
 LW1746                          STATION DESCRIPTION
 LW1746
 LW1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1746'IN STONINGTON.
 LW1746'IN STONINGTON, 0.6 KM (0.35 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM
 LW1746'THE JUNCTION OF STATE HIGHWAY 49 TO THE MARK ON THE RIGHT, AT THE
 LW1746'SHOULDER OF THE HIGHWAY AND IN FRONT OF A ONE STORY FRAME HOUSE OWNED
 LW1746'BY MR. PENDLETON AND ACROSS THE HIGHWAY FROM THE FAITH ASSEMBLY OF GOD
 LW1746'CHURCH AND BETWEEN UTILITY POLES 657 AND 658 ON THE OPPOSITE SIDE OF
 LW1746'THE HIGHWAY, 5.36 METERS (17.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 LW1746'HIGHWAY, 18.99 METERS (62.3 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM
 LW1746'UTILITY POLE 658, 13.11 METERS (43.0 FT) SOUTHWEST OF THE SOUTHWEST
 LW1746'CORNER OF THE HOUSE, 3.84 METERS (12.6 FT) NORTHWEST OF A STEEL END
 LW1746'FENCE POST.
 LW1746'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0462 ***********************************************************************
 LX0462  DESIGNATION -  143
 LX0462  PID         -  LX0462
 LX0462  STATE/COUNTY-  CT/NEW HAVEN
 LX0462  USGS QUAD   -  CLINTON (1984)
 LX0462
 LX0462                         *CURRENT SURVEY CONTROL
 LX0462  ___________________________________________________________________
 LX0462* NAD 83(1986)-  41 16 27.     (N)    072 33 27.     (W)     SCALED    
 LX0462* NAVD 88     -         6.620  (meters)      21.72   (feet)  ADJUSTED  
 LX0462  ___________________________________________________________________
 LX0462  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX0462  DYNAMIC HT  -           6.618 (meters)      21.71  (feet)  COMP
 LX0462  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LX0462
 LX0462  VERT ORDER  -  FIRST     CLASS I
 LX0462
 LX0462.The horizontal coordinates were scaled from a topographic map and have
 LX0462.an estimated accuracy of +/- 6 seconds.
 LX0462
 LX0462.The orthometric height was determined by differential leveling
 LX0462.and adjusted by the National Geodetic Survey in June 1991..
 LX0462
 LX0462.The geoid height was determined by GEOID03.
 LX0462
 LX0462.The dynamic height is computed by dividing the NAVD 88
 LX0462.geopotential number by the normal gravity value computed on the
 LX0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0462.degrees latitude (g = 980.6199 gals.).
 LX0462
 LX0462.The modeled gravity was interpolated from observed gravity values.
 LX0462
 LX0462;                    North         East    Units  Estimated Accuracy
 LX0462;SPC CT       -   201,380.      320,930.      MT  (+/- 180 meters Scaled)
 LX0462
 LX0462                          SUPERSEDED SURVEY CONTROL
 LX0462
 LX0462  NGVD 29 (??/??/92)    6.93   (m)           22.7    (f) COMPUTED    1 1
 LX0462
 LX0462.Superseded values are not recommended for survey control.
 LX0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0462.See file dsdata.txt to determine how the superseded data were derived.
 LX0462
 LX0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL045720(NAD 83)
 LX0462_MARKER: DD = SURVEY DISK
 LX0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0462_STAMPING: 143
 LX0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0462+STABILITY: SURFACE MOTION
 LX0462
 LX0462  HISTORY     - Date     Condition        Report By
 LX0462  HISTORY     - UNK      MONUMENTED       CTGS
 LX0462  HISTORY     - 1965     GOOD             NGS
 LX0462
 LX0462                          STATION DESCRIPTION
 LX0462
 LX0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0462'2 MI E FROM MADISON.
 LX0462'ABOUT 2.0 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0462'AT MADISON, ABOUT 0.15 MILE EAST OF THE INTERSECTION OF A BLACK
 LX0462'TOP ROAD, 48 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 LX0462'HIGHWAY AND ROAD TO HAMMONASSET PARK, 38 1/2 FEET EAST OF POWER
 LX0462'LINE POLE NO. 642, 20 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LX0462'HIGHWAY, 6 1/2 FEET SOUTHEAST OF A METAL WITNESS POST, 1 FOOT
 LX0462'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LX0462'POST 0.6 FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0464 ***********************************************************************
 LX0464  DESIGNATION -  144
 LX0464  PID         -  LX0464
 LX0464  STATE/COUNTY-  CT/NEW HAVEN
 LX0464  USGS QUAD   -  CLINTON (1984)
 LX0464
 LX0464                         *CURRENT SURVEY CONTROL
 LX0464  ___________________________________________________________________
 LX0464* NAD 83(1986)-  41 16 28.     (N)    072 32 59.     (W)     SCALED    
 LX0464* NAVD 88     -         4.339  (meters)      14.24   (feet)  POSTED    
 LX0464  ___________________________________________________________________
 LX0464  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX0464  DYNAMIC HT  -           4.340 (meters)      14.24  (feet)  COMP
 LX0464  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 LX0464
 LX0464  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 LX0464
 LX0464.The horizontal coordinates were scaled from a topographic map and have
 LX0464.an estimated accuracy of +/- 6 seconds.
 LX0464
 LX0464.The orthometric height was determined by differential leveling
 LX0464.and adjusted by the National Geodetic Survey in 1992..
 LX0464.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 LX0464.rate greater than 8.0 mm/km.
 LX0464
 LX0464.The geoid height was determined by GEOID03.
 LX0464
 LX0464.The dynamic height is computed by dividing the NAVD 88
 LX0464.geopotential number by the normal gravity value computed on the
 LX0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0464.degrees latitude (g = 980.6199 gals.).
 LX0464
 LX0464.The modeled gravity was interpolated from observed gravity values.
 LX0464
 LX0464;                    North         East    Units  Estimated Accuracy
 LX0464;SPC CT       -   201,410.      321,580.      MT  (+/- 180 meters Scaled)
 LX0464
 LX0464                          SUPERSEDED SURVEY CONTROL
 LX0464
 LX0464  NGVD 29 (??/??/92)    4.65   (m)           15.3    (f) COMPUTED    1 1
 LX0464
 LX0464.Superseded values are not recommended for survey control.
 LX0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0464.See file dsdata.txt to determine how the superseded data were derived.
 LX0464
 LX0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL052721(NAD 83)
 LX0464_MARKER: DD = SURVEY DISK
 LX0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0464_STAMPING: 144
 LX0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0464+STABILITY: SURFACE MOTION
 LX0464
 LX0464  HISTORY     - Date     Condition        Report By
 LX0464  HISTORY     - UNK      MONUMENTED       CTGS
 LX0464  HISTORY     - 1965     GOOD             NGS
 LX0464
 LX0464                          STATION DESCRIPTION
 LX0464
 LX0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0464'2.4 MI E FROM MADISON.
 LX0464'2.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0464'MADISON, IN A DIAMOND FORMED BY ROADS, 23 1/2 FEET SOUTH OF THE
 LX0464'CENTER LINE OF THE HIGHWAY, 13 1/2 FEET NORTHWEST OF THE EAST
 LX0464'ONE OF TWO POWER POLES, 6 1/2 FEET EAST OF BENCH MARK B 193
 LX0464'(CHD) DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 LX0464'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LX0464'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1743 ***********************************************************************
 LW1743  DESIGNATION -  1440 CTGS
 LW1743  PID         -  LW1743
 LW1743  STATE/COUNTY-  CT/NEW LONDON
 LW1743  USGS QUAD   -  ASHAWAY (1984)
 LW1743
 LW1743                         *CURRENT SURVEY CONTROL
 LW1743  ___________________________________________________________________
 LW1743* NAD 83(1986)-  41 25 45.     (N)    071 51 49.     (W)     SCALED    
 LW1743* NAVD 88     -        38.475  (meters)     126.23   (feet)  ADJUSTED  
 LW1743  ___________________________________________________________________
 LW1743  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW1743  DYNAMIC HT  -          38.461 (meters)     126.18  (feet)  COMP
 LW1743  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 LW1743
 LW1743  VERT ORDER  -  FIRST     CLASS II
 LW1743
 LW1743.The horizontal coordinates were scaled from a topographic map and have
 LW1743.an estimated accuracy of +/- 6 seconds.
 LW1743
 LW1743.The orthometric height was determined by differential leveling
 LW1743.and adjusted by the National Geodetic Survey in June 1991..
 LW1743
 LW1743.The geoid height was determined by GEOID03.
 LW1743
 LW1743.The dynamic height is computed by dividing the NAVD 88
 LW1743.geopotential number by the normal gravity value computed on the
 LW1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1743.degrees latitude (g = 980.6199 gals.).
 LW1743
 LW1743.The modeled gravity was interpolated from observed gravity values.
 LW1743
 LW1743;                    North         East    Units  Estimated Accuracy
 LW1743;SPC CT       -   218,950.      378,890.      MT  (+/- 180 meters Scaled)
 LW1743
 LW1743                          SUPERSEDED SURVEY CONTROL
 LW1743
 LW1743.No superseded survey control is available for this station.
 LW1743
 LW1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF607903(NAD 83)
 LW1743_MARKER: DD = SURVEY DISK
 LW1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1743_SP_SET: CONCRETE POST
 LW1743_STAMPING: 1440
 LW1743_MARK LOGO: CTGS  
 LW1743_PROJECTION: RECESSED 10 CENTIMETERS
 LW1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1743+STABILITY: SURFACE MOTION
 LW1743
 LW1743  HISTORY     - Date     Condition        Report By
 LW1743  HISTORY     - UNK      MONUMENTED       CTGS
 LW1743  HISTORY     - 1984     GOOD             NGS
 LW1743  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW1743
 LW1743                          STATION DESCRIPTION
 LW1743
 LW1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1743'0.6 KM (0.4 MI) NW FROM NORTH STONINGTON.
 LW1743'0.6 KM (0.4 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE NORTH END OF
 LW1743'THE TRAFFIC CIRCLE AND THE JUNCTION OF STATE HIGHWAY 184 IN NORTH
 LW1743'STONINGTON TO THE MARK ON THE RIGHT, ON THE SOUTHEAST SIDE OF A GRAVEL
 LW1743'ENTRANCE DRIVE OF A TWO STORY FRAME HOUSE, 3.96 METERS (13.0 FT)
 LW1743'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.34 METERS (70.0 FT)
 LW1743'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, 13.11 METERS
 LW1743'(43.0 FT) NORTHWEST OF POWER POLE 1015.
 LW1743'THE MARK IS 1.34 METERS  W FROM A WITNESS POST.
 LW1743'THE MARK IS 0.12 M BELOW HIGHWAY.
 LW1743
 LW1743                          STATION RECOVERY (1990)
 LW1743
 LW1743'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3267 ***********************************************************************
 LW3267  DESIGNATION -  1456
 LW3267  PID         -  LW3267
 LW3267  STATE/COUNTY-  CT/NEW LONDON
 LW3267  USGS QUAD   -  ASHAWAY (1984)
 LW3267
 LW3267                         *CURRENT SURVEY CONTROL
 LW3267  ___________________________________________________________________
 LW3267* NAD 83(1996)-  41 25 27.     (N)    071 51 37.     (W)     SCALED    
 LW3267* NAVD 88     -        34.94   (+/-2cm)     114.6    (feet)  VERTCON   
 LW3267  ___________________________________________________________________
 LW3267  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3267
 LW3267  VERT ORDER  -  THIRD ? (See Below)
 LW3267
 LW3267.The horizontal coordinates were scaled from a topographic map and have
 LW3267.an estimated accuracy of +/- 6 seconds.
 LW3267
 LW3267.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3267.The vertical order pertains to the NGVD 29 superseded value.
 LW3267
 LW3267.The geoid height was determined by GEOID03.
 LW3267
 LW3267;                    North         East    Units  Estimated Accuracy
 LW3267;SPC CT       -   218,400.      379,170.      MT  (+/- 180 meters Scaled)
 LW3267
 LW3267                          SUPERSEDED SURVEY CONTROL
 LW3267
 LW3267  NGVD 29 (07/19/86)   35.23   (m)          115.6    (f) LEVELING    3  
 LW3267
 LW3267.Superseded values are not recommended for survey control.
 LW3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3267.See file dsdata.txt to determine how the superseded data were derived.
 LW3267
 LW3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF609897(NAD 83)
 LW3267_MARKER: DD = SURVEY DISK
 LW3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3267+STABILITY: SURFACE MOTION
 LW3267
 LW3267  HISTORY     - Date     Condition        Report By
 LW3267  HISTORY     - 1975     MONUMENTED       CTGS
 LW3267
 LW3267                          STATION DESCRIPTION
 LW3267
 LW3267'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW3267'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF NORTH
 LW3267'STONINGTON CENTER, 1-1/4 MILES NORTH OF THE JUNCTION OF
 LW3267'CONNECTICUT ROUTE 2 AND INTERSTATE 95, AND 3/4 OF A MILE
 LW3267'SOUTHWEST OF THE JUNCTION OF CONNECTICUT ROUTES 184 AND 49.
 LW3267'
 LW3267'TO REACH THE STATION GO TO THE JUNCTION OF CONNECTICUT
 LW3267'ROUTES 2 (NORWICH ROAD) AND 184 (PROVIDENCE NEW LONDON TURNPIKE)
 LW3267'IN NORTH STONINGTON.  THE STATION MARK IS IN THE CENTER OF THE
 LW3267'CIRCULAR GRASS ROTARY AT THE INTERSECTION.
 LW3267'
 LW3267'THE STATION IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LW3267'SURVEY BRONZE DISK, STAMPED 1456, SET IN THE TOP OF A 6 INCH
 LW3267'BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE
 LW3267'TOP IS SET ONE INCH BELOW THE SURFACE OF THE GROUND.  IT IS
 LW3267'IN THE MIDDLE OF A GROVE OF HEMLOCK TREES IN ABOUT THE CENTER OF
 LW3267'THE GRASS ROTARY.  IT IS 30.7 FEET WEST OF THE HEAD OF A
 LW3267'RAILROAD SPIKE DRIVEN INTO THE WEST FACE OF A 18 INCH OAK TREE,
 LW3267'11 FEET NORTH OF THE NORTH FACE OF A 12 INCH HEMLOCK AND
 LW3267'4.5 FEET SOUTHEAST OF THE HEAD OF A RAILROAD SPIKE DRIVEN
 LW3267'INTO THE EAST FACE OF A 12 INCH HEMLOCK.  THE STATION IS
 LW3267'ABOUT WHERE THE CENTERLINES OF CONNECTICUT ROUTES 184 AND
 LW3267'2 WOULD INTERSECT IF THEY WERE PROLONGED ONTO THE GRASS
 LW3267'ROTARY.
 LW3267'
 LW3267'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW3267'BRASS BOLT, THE SHAFT SET IN A 1/2 INCH DRILL HOLE IN THE
 LW3267'CENTER OF THE WEST SIDE OF A CATCH BASIN.  IT IS 118.5 FEET
 LW3267'NORTHWEST OF CONNECTICUT LIGHT AND POWER POLE 29, 107 FEET
 LW3267'SOUTHWEST OF CONNECTICUT LIGHT AND POWER POLE 297 AND 15 FEET
 LW3267'WEST OF THE CENTERLINE OF THE ROAD GOING AROUND THE ROTARY.  IT
 LW3267'IS FLUSH WITH THE SURFACE OF THE ROAD.
 LW3267'
 LW3267'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW3267'BRASS BOLT, THE SHAFT SET IN A 1/2 INCH DRILL HOLE IN THE
 LW3267'CENTER OF THE TOP OF THE CONCRETE CURBING SURROUNDING THE
 LW3267'ROTARY.  IT IS 116.5 FEET SOUTHWEST OF CONNECTICUT LIGHT
 LW3267'AND POWER POLE 29, 82.3 FEET NORTH OF CONNECTICUT LIGHT AND
 LW3267'POWER POLE 30 AND 8 FEET WEST OF THE CENTERLINE OF THE ROAD
 LW3267'CIRCLING THE ROTARY.  IT IS FLUSH WITH THE SURFACE OF THE
 LW3267'GROUND.
 LW3267'
 LW3267'REFERENCE MARK 3 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW3267'BRASS BOLT, THE SHAFT SET IN A 1/2 INCH DRILL HOLE IN THE
 LW3267'CENTER OF THE TOP OF THE CONCRETE CURBING SURROUNDING THE
 LW3267'ROTARY.  IT IS 86.4 FEET NORTHEAST OF CONNECTICUT LIGHT AND
 LW3267'POWER POLE 247, 30.5 FEET WEST OF THE CENTER OF A CATCH BASIN
 LW3267'AND 10.7 FEET NORTH OF THE CENTERLINE OF THE ROAD CIRCLING
 LW3267'THE ROTARY.  IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 LW3267'
 LW3267'2702 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LW3267'AND STATE SURVEY BRONZE DISK, STAMPED 2702, SET IN THE TOP
 LW3267'OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE
 LW3267'POST.  THE TOP IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LW3267'ABOUT 885 FEET EAST OF THE STATION, 183 FEET SOUTHWEST OF
 LW3267'WHERE THE WESTERLY RANGE OF A 2 STORY FRAME HOUSE MEETS THE
 LW3267'SOUTH SIDE OF CONNECTICUT ROUTE 184, 121.1 FEET WEST OF A
 LW3267'CONNECTICUT HIGHWAY DEPARTMENT BOUNDARY MARKER AT THE EAST END
 LW3267'OF A STONE WALL RUNNING ALONG THE SOUTH SIDE OF THE ROAD, 118
 LW3267'FEET WEST OF CONNECTICUT LIGHT AND POWER POLE 24, 82.5 FEET
 LW3267'SOUTHEAST OF CONNECTICUT LIGHT AND POWER POLE 25, 43.5 FEET
 LW3267'SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE 184 AND 4
 LW3267'FEET NORTH OF THE CENTERLINE OF A STONE WALL RUNNING ALONG
 LW3267'THE SOUTH SIDE OF THE ROAD.
 LW3267'
 LW3267'4798 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LW3267'DISC, STAMPED 4798, SET IN A 6 INCH BY 6 INCH BY 48 INCHES
 LW3267'LONG REINFORCED CONCRETE POST.  THE TOP IS 1 INCH BELOW THE
 LW3267'SURFACE OF THE GROUND.  IT IS 53 FEET SOUTHWEST OF THE NORTHWEST
 LW3267'CORNER OF AN ORNIMENTAL STONE WORK ON THE SOUTH SIDE OF THE
 LW3267'ENTRANCE TO TECHNOLOGY PARK.  IT IS 34.5 FEET NORTHWEST OF
 LW3267'THE NORTH END OF A STONE WALL ON THE EAST SIDE OF CONNECTICUT
 LW3267'ROUTE 2, 15.5 FEET WEST OF THE CENTERLINE OF ROUTE 2 AND 15
 LW3267'FEET SOUTHEAST OF CONNECTICUT LIGHT AND POWER POLE 1121.  THE
 LW3267'STATION IS OPPOSITE THE TECHNOLOGY PARK.
 LW3267'
 LW3267'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1744 ***********************************************************************
 LW1744  DESIGNATION -  1456 CTGS
 LW1744  PID         -  LW1744
 LW1744  STATE/COUNTY-  CT/NEW LONDON
 LW1744  USGS QUAD   -  ASHAWAY (1984)
 LW1744
 LW1744                         *CURRENT SURVEY CONTROL
 LW1744  ___________________________________________________________________
 LW1744* NAD 83(1986)-  41 25 28.     (N)    071 51 37.     (W)     SCALED    
 LW1744* NAVD 88     -        34.921  (meters)     114.57   (feet)  ADJUSTED  
 LW1744  ___________________________________________________________________
 LW1744  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW1744  DYNAMIC HT  -          34.909 (meters)     114.53  (feet)  COMP
 LW1744  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 LW1744
 LW1744  VERT ORDER  -  FIRST     CLASS II
 LW1744
 LW1744.The horizontal coordinates were scaled from a topographic map and have
 LW1744.an estimated accuracy of +/- 6 seconds.
 LW1744
 LW1744.The orthometric height was determined by differential leveling
 LW1744.and adjusted by the National Geodetic Survey in June 1991..
 LW1744
 LW1744.The geoid height was determined by GEOID03.
 LW1744
 LW1744.The dynamic height is computed by dividing the NAVD 88
 LW1744.geopotential number by the normal gravity value computed on the
 LW1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1744.degrees latitude (g = 980.6199 gals.).
 LW1744
 LW1744.The modeled gravity was interpolated from observed gravity values.
 LW1744
 LW1744;                    North         East    Units  Estimated Accuracy
 LW1744;SPC CT       -   218,430.      379,170.      MT  (+/- 180 meters Scaled)
 LW1744
 LW1744                          SUPERSEDED SURVEY CONTROL
 LW1744
 LW1744.No superseded survey control is available for this station.
 LW1744
 LW1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF609898(NAD 83)
 LW1744_MARKER: DD = SURVEY DISK
 LW1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1744_SP_SET: CONCRETE POST
 LW1744_STAMPING: 1456
 LW1744_MARK LOGO: CTGS  
 LW1744_PROJECTION: RECESSED 5 CENTIMETERS
 LW1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1744+STABILITY: SURFACE MOTION
 LW1744
 LW1744  HISTORY     - Date     Condition        Report By
 LW1744  HISTORY     - UNK      MONUMENTED       CTGS
 LW1744  HISTORY     - 1984     GOOD             NGS
 LW1744  HISTORY     - 19901001 GOOD             USPSQD
 LW1744
 LW1744                          STATION DESCRIPTION
 LW1744
 LW1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1744'IN NORTH STONINGTON.
 LW1744'IN NORTH STONINGTON, ABOUT IN THE MIDDLE OF A GROVE OF HEMLOCK TREES,
 LW1744'IN ABOUT THE CENTER OF A GRASS ROTARY WHERE THE CENTERLINE OF STATE
 LW1744'HIGHWAYS 2 AND 184 WOULD INTERSECT IF THEY WERE PROLONGED ONTO THE
 LW1744'ROTARY, 9.30 METERS (30.5 FT) WEST OF THE EAST OF A RAILROAD SPIKE
 LW1744'DRIVEN INTO THE WEST FACE OF A 45 CM (18 IN) OAK TREE, 3.29 METERS
 LW1744'(10.8 FT) NORTHEAST OF THE NORTHEAST FACE OF A 30 CM (12 IN) HEMLOCK
 LW1744'TREE WITH A TRIANGULAR BLAZE, 1.40 METERS (4.6 FT) SOUTHEAST OF THE
 LW1744'HEAD OF A RAILROAD SPIKE DRIVEN INTO THE EAST FACE OF A 30 CM (12 IN)
 LW1744'HEMLOCK TREE WITH A TRIANGULAR BLAZE.
 LW1744'THE MARK IS 0.18 M ABOVE HIGHWAYS.
 LW1744
 LW1744                          STATION RECOVERY (1990)
 LW1744
 LW1744'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1827 ***********************************************************************
 LW1827  DESIGNATION -  1458 X
 LW1827  PID         -  LW1827
 LW1827  STATE/COUNTY-  CT/NEW LONDON
 LW1827  USGS QUAD   -  VOLUNTOWN (1975)
 LW1827
 LW1827                         *CURRENT SURVEY CONTROL
 LW1827  ___________________________________________________________________
 LW1827* NAD 83(1986)-  41 34 26.     (N)    071 51 46.     (W)     SCALED    
 LW1827* NAVD 88     -        82.201  (meters)     269.69   (feet)  ADJUSTED  
 LW1827  ___________________________________________________________________
 LW1827  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW1827  DYNAMIC HT  -          82.171 (meters)     269.59  (feet)  COMP
 LW1827  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 LW1827
 LW1827  VERT ORDER  -  FIRST     CLASS II
 LW1827
 LW1827.The horizontal coordinates were scaled from a topographic map and have
 LW1827.an estimated accuracy of +/- 6 seconds.
 LW1827
 LW1827.The orthometric height was determined by differential leveling
 LW1827.and adjusted by the National Geodetic Survey in June 1991..
 LW1827
 LW1827.The geoid height was determined by GEOID03.
 LW1827
 LW1827.The dynamic height is computed by dividing the NAVD 88
 LW1827.geopotential number by the normal gravity value computed on the
 LW1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1827.degrees latitude (g = 980.6199 gals.).
 LW1827
 LW1827.The modeled gravity was interpolated from observed gravity values.
 LW1827
 LW1827;                    North         East    Units  Estimated Accuracy
 LW1827;SPC CT       -   235,030.      378,790.      MT  (+/- 180 meters Scaled)
 LW1827
 LW1827                          SUPERSEDED SURVEY CONTROL
 LW1827
 LW1827.No superseded survey control is available for this station.
 LW1827
 LW1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG613064(NAD 83)
 LW1827_MARKER: DD = SURVEY DISK
 LW1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1827_SP_SET: CONCRETE POST
 LW1827_STAMPING: 1458 X
 LW1827_MARK LOGO: CTGS  
 LW1827_PROJECTION: RECESSED 10 CENTIMETERS
 LW1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1827+STABILITY: SURFACE MOTION
 LW1827
 LW1827  HISTORY     - Date     Condition        Report By
 LW1827  HISTORY     - 1937     MONUMENTED       CTGS
 LW1827  HISTORY     - 1986     GOOD             NGS
 LW1827
 LW1827                          STATION DESCRIPTION
 LW1827
 LW1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1827'0.8 KM (0.5 MI) SW FROM VOLUNTOWN.
 LW1827'0.8 KM (0.5 MI) SOUTHWEST ALONG STATE HIGHWAYS 49, 138 AND 165 FROM
 LW1827'THE JUNCTION OF STATE HIGHWAY 49N IN VOLUNTOWN TO THE MARK ON THE
 LW1827'RIGHT AND ACROSS HIGHWAY 165 FROM A 2 STORY FRAME HOUSE AND THE
 LW1827'JUNCTION OF STATE HIGHWAY 49S AND IN A GRASSY AREA WITH A WAR
 LW1827'MEMORIAL.  IT IS 11.73 METERS (38.5 FT) NORTH OF THE CENTERLINE OF
 LW1827'STATE HIGHWAY 165, 21.18 METERS (69.5 FT) SOUTHWEST OF THE SOUTHWEST
 LW1827'CORNER OF GRANITE BASE OF VETERANS WAR MEMORIAL, 10.30 METERS (33.8
 LW1827'FT) NORTHWEST OF UTILITY POLE NO. 429 WITH FOUR GUY WIRES AND STREET
 LW1827'LAMP AND 7.01 METERS (23.0 FT) NORTH-NORTHEAST OF A HIGHWAY SIGN FOR
 LW1827'STATE HIGHWAY 49.
 LW1827'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1741 ***********************************************************************
 LW1741  DESIGNATION -  146 W USGS
 LW1741  PID         -  LW1741
 LW1741  STATE/COUNTY-  CT/NEW LONDON
 LW1741  USGS QUAD   -  OLD MYSTIC (1983)
 LW1741
 LW1741                         *CURRENT SURVEY CONTROL
 LW1741  ___________________________________________________________________
 LW1741* NAD 83(1986)-  41 26 24.     (N)    071 53 04.     (W)     SCALED    
 LW1741* NAVD 88     -        44.654  (meters)     146.50   (feet)  ADJUSTED  
 LW1741  ___________________________________________________________________
 LW1741  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW1741  DYNAMIC HT  -          44.638 (meters)     146.45  (feet)  COMP
 LW1741  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 LW1741
 LW1741  VERT ORDER  -  FIRST     CLASS II
 LW1741
 LW1741.The horizontal coordinates were scaled from a topographic map and have
 LW1741.an estimated accuracy of +/- 6 seconds.
 LW1741
 LW1741.The orthometric height was determined by differential leveling
 LW1741.and adjusted by the National Geodetic Survey in June 1991..
 LW1741
 LW1741.The geoid height was determined by GEOID03.
 LW1741
 LW1741.The dynamic height is computed by dividing the NAVD 88
 LW1741.geopotential number by the normal gravity value computed on the
 LW1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1741.degrees latitude (g = 980.6199 gals.).
 LW1741
 LW1741.The modeled gravity was interpolated from observed gravity values.
 LW1741
 LW1741;                    North         East    Units  Estimated Accuracy
 LW1741;SPC CT       -   220,140.      377,140.      MT  (+/- 180 meters Scaled)
 LW1741
 LW1741                          SUPERSEDED SURVEY CONTROL
 LW1741
 LW1741.No superseded survey control is available for this station.
 LW1741
 LW1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF590916(NAD 83)
 LW1741_MARKER: DD = SURVEY DISK
 LW1741_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1741_SP_SET: FOUNDATION
 LW1741_STAMPING: 146 W 1923 148
 LW1741_MARK LOGO: USGS  
 LW1741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1741+STABILITY: POSITION/ELEVATION WELL
 LW1741
 LW1741  HISTORY     - Date     Condition        Report By
 LW1741  HISTORY     - 1923     MONUMENTED       USGS
 LW1741  HISTORY     - 1984     GOOD             NGS
 LW1741  HISTORY     - 19901001 GOOD             USPSQD
 LW1741
 LW1741                          STATION DESCRIPTION
 LW1741
 LW1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1741'IN NORTH STONINGTON.
 LW1741'IN NORTH STONINGTON, ALONG MAIN STREE, AT THE WHEELER SCHOOL AND
 LW1741'LIBRARY BUILDING, IN TOP OF A RECESS AT THE EAST SIDE OF THE EAST
 LW1741'COLUMN OF THE FRONT ENTRANCE TO THE BUILDING, 2.19 METERS (7.2 FT)
 LW1741'EAST OF THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING, 0.11 METER
 LW1741'(0.4 FT) EAST OF THE EAST COLUMN FOUNDATION.
 LW1741'THE MARK IS 0.88 M ABOVE PAVED DRIVE.
 LW1741
 LW1741                          STATION RECOVERY (1990)
 LW1741
 LW1741'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1826 ***********************************************************************
 LW1826  DESIGNATION -  1460
 LW1826  PID         -  LW1826
 LW1826  STATE/COUNTY-  CT/NEW LONDON
 LW1826  USGS QUAD   -  VOLUNTOWN (1975)
 LW1826
 LW1826                         *CURRENT SURVEY CONTROL
 LW1826  ___________________________________________________________________
 LW1826* NAD 83(1986)-  41 34 37.     (N)    071 51 09.     (W)     SCALED    
 LW1826* NAVD 88     -        98.254  (meters)     322.36   (feet)  ADJUSTED  
 LW1826  ___________________________________________________________________
 LW1826  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW1826  DYNAMIC HT  -          98.219 (meters)     322.24  (feet)  COMP
 LW1826  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 LW1826
 LW1826  VERT ORDER  -  FIRST     CLASS II
 LW1826
 LW1826.The horizontal coordinates were scaled from a topographic map and have
 LW1826.an estimated accuracy of +/- 6 seconds.
 LW1826
 LW1826.The orthometric height was determined by differential leveling
 LW1826.and adjusted by the National Geodetic Survey in June 1991..
 LW1826
 LW1826.The geoid height was determined by GEOID03.
 LW1826
 LW1826.The dynamic height is computed by dividing the NAVD 88
 LW1826.geopotential number by the normal gravity value computed on the
 LW1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1826.degrees latitude (g = 980.6199 gals.).
 LW1826
 LW1826.The modeled gravity was interpolated from observed gravity values.
 LW1826
 LW1826;                    North         East    Units  Estimated Accuracy
 LW1826;SPC CT       -   235,370.      379,650.      MT  (+/- 180 meters Scaled)
 LW1826
 LW1826                          SUPERSEDED SURVEY CONTROL
 LW1826
 LW1826.No superseded survey control is available for this station.
 LW1826
 LW1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG621067(NAD 83)
 LW1826_MARKER: DD = SURVEY DISK
 LW1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1826_SP_SET: CONCRETE POST
 LW1826_STAMPING: 1460
 LW1826_MARK LOGO: CTGS  
 LW1826_PROJECTION: FLUSH
 LW1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1826+STABILITY: SURFACE MOTION
 LW1826
 LW1826  HISTORY     - Date     Condition        Report By
 LW1826  HISTORY     - 1936     MONUMENTED       CTGS
 LW1826  HISTORY     - 1986     GOOD             NGS
 LW1826
 LW1826                          STATION DESCRIPTION
 LW1826
 LW1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1826'0.2 KM (0.1 MI) NE FROM VOLUNTOWN.
 LW1826'0.2 KM (0.1 MI) NORTHEAST ALONG SHETUCKET TURNPIKE FROM THE JUNCTION
 LW1826'OF STATE HIGHWAYS 138, 165 AND 49 IN VOLUNTOWN TO THE MARK ON THE LEFT
 LW1826'AND ACROSS TURNPIKE FROM A CEMETARY.  IT IS 41.76 METERS (137.0 FT)
 LW1826'NORTH OF THE CENTER OF THE TURNPIKE AND 2.35 METERS (7.7 FT) NORTHWEST
 LW1826'OF A 12-INCH PINE TREE WITH A METAL WITNESS SIGN.
 LW1826'THE MARK IS 0.27 METERS  S FROM  A WITNESS POST
 LW1826'THE MARK IS 0.30 M ABOVE TURNPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1824 ***********************************************************************
 LW1824  DESIGNATION -  1461
 LW1824  PID         -  LW1824
 LW1824  STATE/COUNTY-  CT/NEW LONDON
 LW1824  USGS QUAD   -  VOLUNTOWN (1975)
 LW1824
 LW1824                         *CURRENT SURVEY CONTROL
 LW1824  ___________________________________________________________________
 LW1824* NAD 83(1996)-  41 34 47.     (N)    071 51 13.     (W)     SCALED    
 LW1824* NAVD 88     -        92.150  (meters)     302.33   (feet)  ADJUSTED  
 LW1824  ___________________________________________________________________
 LW1824  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW1824  DYNAMIC HT  -          92.116 (meters)     302.22  (feet)  COMP
 LW1824  MODELED GRAV-     980,258.6   (mgal)                       NAVD 88
 LW1824
 LW1824  VERT ORDER  -  FIRST     CLASS II
 LW1824
 LW1824.The horizontal coordinates were scaled from a topographic map and have
 LW1824.an estimated accuracy of +/- 6 seconds.
 LW1824
 LW1824.The orthometric height was determined by differential leveling
 LW1824.and adjusted by the National Geodetic Survey in June 1991..
 LW1824
 LW1824.The geoid height was determined by GEOID03.
 LW1824
 LW1824.The dynamic height is computed by dividing the NAVD 88
 LW1824.geopotential number by the normal gravity value computed on the
 LW1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1824.degrees latitude (g = 980.6199 gals.).
 LW1824
 LW1824.The modeled gravity was interpolated from observed gravity values.
 LW1824
 LW1824;                    North         East    Units  Estimated Accuracy
 LW1824;SPC CT       -   235,680.      379,550.      MT  (+/- 180 meters Scaled)
 LW1824
 LW1824                          SUPERSEDED SURVEY CONTROL
 LW1824
 LW1824  NGVD 29 (07/19/86)   92.5    (m)          303.     (f) VERT ANG       
 LW1824
 LW1824.Superseded values are not recommended for survey control.
 LW1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1824.See file dsdata.txt to determine how the superseded data were derived.
 LW1824
 LW1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG621070(NAD 83)
 LW1824_MARKER: DD = SURVEY DISK
 LW1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1824_SP_SET: CONCRETE POST
 LW1824_STAMPING: 1461
 LW1824_MARK LOGO: CTGS  
 LW1824_PROJECTION: FLUSH
 LW1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1824+STABILITY: SURFACE MOTION
 LW1824
 LW1824  HISTORY     - Date     Condition        Report By
 LW1824  HISTORY     - 1975     MONUMENTED       CTGS
 LW1824  HISTORY     - 1986     GOOD             NGS
 LW1824
 LW1824                          STATION DESCRIPTION
 LW1824
 LW1824'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (BW)
 LW1824'THE STATION IS LOCATED ABOUT 3-1/4 MILES WEST OF THE RHODE
 LW1824'ISLAND CONNECTICUT STATE LINE, 1-1/4 MILES NORTHEAST OF THE
 LW1824'CENTER OF VOLUNTOWN, AND 1 MILE EAST OF THE VOLUNTOWN -
 LW1824'GRISWOLD TOWN LINE.
 LW1824'
 LW1824'TO REACH THE STATION FROM THE CENTER OF VOLUNTOWN PROCEED
 LW1824'EASTERLY ON CONNECTICUT ROUTE 138 AND ROUTE 165 (BEACH POND
 LW1824'ROAD) FOR 0.75 MILE TO THE INTERSECTION OF BEACH POND ROAD
 LW1824'AND CONNECTICUT ROUTE 49 (EKONK HILL ROAD), TURN LEFT ON TO
 LW1824'CONNECTICUT ROUTE 49 AND PROCEED NORTHERLY FOR 0.22 MILE TO
 LW1824'THE STATION ON THE LEFT, WEST SIDE OF THE ROAD.
 LW1824'
 LW1824'THE STATION MARK IS A U.S. COAST AND GEODETIC AND STATE
 LW1824'SURVEY BRONZE DISK, STAMPED 1461, SET IN THE TOP OF A REINFORCED
 LW1824'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE
 LW1824'TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 LW1824'IS 141 FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER POLE
 LW1824'900, 55.3 FEET NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LW1824'63, 42.3 FEET NORTHEAST OF A 6 INCH PINE TREE, 24 FEET
 LW1824'SOUTHEAST OF A STONE WALL, AND 17 FEET NORTHWEST OF THE CENTER
 LW1824'LINE OF THE ROAD.
 LW1824'
 LW1824'REFERENCE MARK 1 IS A CROSS IN THE TOP OF A REINFORCED
 LW1824'CONCRETE CONNECTICUT HIGHWAY DEPARTMENT (CHD) BOUNDARY MONUMENT,
 LW1824'THAT IS 8 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP
 LW1824'OF THE MONUMENT IS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 LW1824'IS AT THE EAST EDGE OF A STONE WALL ON THE WEST SIDE OF THE ROAD
 LW1824'AND 40 FEET FROM THE CENTER LINE OF THE ROAD.
 LW1824'
 LW1824'REFERENCE MARK 2 IS A CROSS IN THE TOP OF A REINFORCED CONCRETE
 LW1824'CONNECTICUT HIGHWAY DEPARTMENT (CHD) BOUNDARY MONUMENT THAT
 LW1824'IS 8 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LW1824'MONUMENT IS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LW1824'64 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 63,
 LW1824'40 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 27.6 FEET
 LW1824'WEST OF ANOTHER (CHD) MONUMENT THAT IS ON THE EAST SIDE OF
 LW1824'CONNECTICUT ROUTE 49 AND IS WEST OF A GRAVEL DRIVE THAT BEGINS
 LW1824'NEAR SOUTHERN NEW ENGLAND TELEPHONE POLE 63, AND 1 FOOT NORTH
 LW1824'OF THE SOUTH END OF A FENCE LINE.
 LW1824'
 LW1824'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LW1824'IN A 1/4 INCH DRILL HOLE IN THE TOP CONCRETE SIDEWALL FOR
 LW1824'STEPS LEADING TO A 2 STORY FRAME HOUSE NUMBER 316.  IT IS
 LW1824'57.7 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LW1824'63 AND 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD.
 LW1824'
 LW1824'4722 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LW1824'DISK, STAMPED 4722, SET IN THE TOP OF A REINFORCED CONCRETE
 LW1824'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LW1824'MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LW1824'IS 0.20 MILE SOUTHWEST OF THE STATION, AT THE INTERSECTION
 LW1824'OF CONNECTICUT ROUTE 49 (EKONK HILL ROAD) AND CONNECTICUT
 LW1824'ROUTE 138 AND ROUTE 165 (BEACH POND ROAD).  IT IS 96.5 FEET
 LW1824'WEST OF CONNECTICUT LIGHT AND POWER POLE 448, 58.5 FEET
 LW1824'NORTH OF THE CENTER LINE OF CONNECTICUT ROUTE 49, AND 11.5
 LW1824'FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER POLE 447.
 LW1824'
 LW1824'4723 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW1824'BRASS DISK, STAMPED 4723, SET IN THE TOP OF A REINFORCED CONCRETE
 LW1824'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG. THE TOP OF THE
 LW1824'MONUMENT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK
 LW1824'IS 0.1 MILE NORTHEASTERLY OF THE STATION ALONG CONNECTICUT
 LW1824'ROUTE 49.  IT IS 34 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LW1824'10.4 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LW1824'66, AND 6.4 FEET NORTHWEST OF A 30 INCH PINE TREE.
 LW1824'
 LW1824'HEIGHT OF LIGHT ABOVE STATION MARK 1.14 METERS.
 LW1824
 LW1824                          STATION RECOVERY (1986)
 LW1824
 LW1824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1824'0.3 KM (0.2 MI) NORTH FROM VOLUNTOWN.
 LW1824'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1824'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE MARK ON THE LEFT AND
 LW1824'ACROSS HIGHWAY FROM UTILITY POLE NO. 63 WITH ONE GUY WIRE AND
 LW1824'TRANSFORMER. IT IS 5.12 METERS (16.8 FT) NORTHWEST OF THE CENTERLINE
 LW1824'OF THE HIGHWAY, 16.85 METERS (55.3 FT) NORTH-NORTHWEST OF UTILITY POLE
 LW1824'NO. 63, 12.92 METERS (42.4 FT) NORTHEAST OF A 12-INCH PINE TREE AND
 LW1824'7.53 METERS (24.7 FT) SOUTHEAST OF A STONE WALL RUNNING PARALLEL WITH
 LW1824'THE HIGHWAY.
 LW1824'THE MARK IS 0.57 METERS  SE FROM  A WITNESS POST
 LW1824'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6848 ***********************************************************************
 LX6848  DESIGNATION -  147
 LX6848  PID         -  LX6848
 LX6848  STATE/COUNTY-  CT/MIDDLESEX
 LX6848  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6848
 LX6848                         *CURRENT SURVEY CONTROL
 LX6848  ___________________________________________________________________
 LX6848* NAD 83(1996)-  41 33 15.92249(N)    072 34 16.28315(W)     ADJUSTED  
 LX6848* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX6848  ___________________________________________________________________
 LX6848  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 LX6848  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6848
 LX6848  HORZ ORDER  -  THIRD
 LX6848
 LX6848.The horizontal coordinates were established by classical geodetic methods
 LX6848.and adjusted by the National Geodetic Survey in August 1998..
 LX6848
 LX6848.The orthometric height was scaled from a topographic map.
 LX6848
 LX6848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6848
 LX6848.The geoid height was determined by GEOID03.
 LX6848
 LX6848;                    North         East     Units Scale Factor Converg.
 LX6848;SPC CT       -   232,498.834   319,717.812   MT  0.99998321   +0 07 06.8
 LX6848;SPC CT       -   762,789.92  1,048,940.85   sFT  0.99998321   +0 07 06.8
 LX6848;UTM  18      - 4,603,154.949   702,552.817   MT  1.00010492   +1 36 41.9
 LX6848
 LX6848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6848!SPC CT       -   1.00000376  x   0.99998321  =   0.99998697
 LX6848!UTM  18      -   1.00000376  x   1.00010492  =   1.00010868
 LX6848
 LX6848|---------------------------------------------------------------------|
 LX6848| PID    Reference Object                     Distance      Geod. Az  |
 LX6848|                                                           dddmmss.s |
 LX6848| CZ6874 147 RM 1                             30.970 METERS 13238     |
 LX6848| CZ6875 147 RM 2                              7.140 METERS 19343     |
 LX6848| LX6825 PAPER ROCK LIGHT                    APPROX. 0.7 KM 3171736.8 |
 LX6848|---------------------------------------------------------------------|
 LX6848
 LX6848                          SUPERSEDED SURVEY CONTROL
 LX6848
 LX6848  NAD 83(1992)-  41 33 15.92180(N)    072 34 16.28307(W) AD(       ) 3
 LX6848  NAD 83(1986)-  41 33 15.92365(N)    072 34 16.28525(W) AD(       ) 3
 LX6848  NAD 27      -  41 33 15.56900(N)    072 34 17.95900(W) AD(       ) 3
 LX6848
 LX6848.Superseded values are not recommended for survey control.
 LX6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6848.See file dsdata.txt to determine how the superseded data were derived.
 LX6848
 LX6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0255303155(NAD 83)
 LX6848
 LX6848  HISTORY     - Date     Condition        Report By
 LX6848  HISTORY     - 1934     MONUMENTED       CGS
 LX6848  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6848
 LX6848                          STATION DESCRIPTION
 LX6848
 LX6848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6848'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.
 LX6848'IN 1909.  IT IS LOCATED IN FRONT OF THE MEADOWLAND OF A.S.
 LX6848'BERRESFORD.  THIS IS THE FIRST MEADOW EASTERLY OF THE OLD
 LX6848'COLUMBIA GRANITE COMPANYS DOCK.  IT IS ALMOST EQUALLY DISTANT
 LX6848'FROM PAPER ROCK LIGHT AND COBALT DOCK, BUT IS ON THE OPPOSITE
 LX6848'SIDE OF THE RIVER.  STATION IS ON A LONE FLAT-TOPPED BOULDER
 LX6848'WHICH MEASURES 8 FEET BY 6 FEET AND IS 4 FEET HIGH.  THE
 LX6848'BOULDER IS 7 METERS OUTSIDE HIGH-WATER LINE.  IT IS MARKED BY
 LX6848'A COPPER BOLT SET FLUSH WITH THE SURFACE OF THE ROCK AND
 LX6848'STAMPED U.S. OVER 147 IN THE TOP.  STANDARD COAST AND
 LX6848'GEODETIC SURVEY REFERENCE MARKS WERE ESTABLISHED.  REFERENCE
 LX6848'MARK NO.1 IS IN A BOULDER AT HIGH-WATER LINE SOMEWHAT
 LX6848'EASTERLY OF THE STATION.  THE BOULDER IS POINTED
 LX6848'AND ABOUT 3 FEET HIGH.  REFERENCE MARK BEARS S
 LX6848'40 DEG E (MAGNETIC).  REFERENCE MARK NO.2 IS IN A SMALL
 LX6848'EMBEDDED BOULDER AT HIGH-WATER LINE.  IT IS FLUSH
 LX6848'WITH THE SURFACE OF THE GROUND JUST INSHORE FROM THE STATION.
 LX6848'IT BEARS S 30 DEG W (MAGNETIC).  DETERMINED AS A REGULAR
 LX6848'THIRD ORDER TRIANGULATION STATION.
 LX6848'
 LX6848'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6848
 LX6848                          STATION RECOVERY (1948)
 LX6848
 LX6848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6848'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1739 ***********************************************************************
 LW1739  DESIGNATION -  1478 CTGS
 LW1739  PID         -  LW1739
 LW1739  STATE/COUNTY-  CT/NEW LONDON
 LW1739  USGS QUAD   -  OLD MYSTIC (1983)
 LW1739
 LW1739                         *CURRENT SURVEY CONTROL
 LW1739  ___________________________________________________________________
 LW1739* NAD 83(1986)-  41 27 00.     (N)    071 53 59.     (W)     SCALED    
 LW1739* NAVD 88     -        49.564  (meters)     162.61   (feet)  ADJUSTED  
 LW1739  ___________________________________________________________________
 LW1739  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW1739  DYNAMIC HT  -          49.546 (meters)     162.55  (feet)  COMP
 LW1739  MODELED GRAV-     980,262.8   (mgal)                       NAVD 88
 LW1739
 LW1739  VERT ORDER  -  FIRST     CLASS II
 LW1739
 LW1739.The horizontal coordinates were scaled from a topographic map and have
 LW1739.an estimated accuracy of +/- 6 seconds.
 LW1739
 LW1739.The orthometric height was determined by differential leveling
 LW1739.and adjusted by the National Geodetic Survey in June 1991..
 LW1739
 LW1739.The geoid height was determined by GEOID03.
 LW1739
 LW1739.The dynamic height is computed by dividing the NAVD 88
 LW1739.geopotential number by the normal gravity value computed on the
 LW1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1739.degrees latitude (g = 980.6199 gals.).
 LW1739
 LW1739.The modeled gravity was interpolated from observed gravity values.
 LW1739
 LW1739;                    North         East    Units  Estimated Accuracy
 LW1739;SPC CT       -   221,240.      375,850.      MT  (+/- 180 meters Scaled)
 LW1739
 LW1739                          SUPERSEDED SURVEY CONTROL
 LW1739
 LW1739.No superseded survey control is available for this station.
 LW1739
 LW1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF577927(NAD 83)
 LW1739_MARKER: DD = SURVEY DISK
 LW1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1739_SP_SET: CONCRETE POST
 LW1739_STAMPING: 1478
 LW1739_MARK LOGO: CTGS  
 LW1739_PROJECTION: RECESSED 20 CENTIMETERS
 LW1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1739+STABILITY: SURFACE MOTION
 LW1739
 LW1739  HISTORY     - Date     Condition        Report By
 LW1739  HISTORY     - UNK      MONUMENTED       CTGS
 LW1739  HISTORY     - 1984     GOOD             NGS
 LW1739  HISTORY     - 19901001 GOOD             USPSQD
 LW1739
 LW1739                          STATION DESCRIPTION
 LW1739
 LW1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1739'1.7 KM (1.1 MI) SSE FROM NORTH STONINGTON.
 LW1739'1.7 KM (1.1 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE
 LW1739'JUNCTION OF STATE HIGHWAY 201 (COSSADUCK HILL ROAD) IN NORTH
 LW1739'STONINGTON TO THE MARK ON THE RIGHT, 4.41 METERS (14.5 FT) SOUTHWEST
 LW1739'OF THE CENTERLINE OF THE HIGHWAY, 25.90 METERS (85.0 FT) SOUTHEAST OF
 LW1739'THE CENTER OF A FARM ROAD LEADING NORTHEAST, 11.12 METERS (36.5 FT)
 LW1739'SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM A 45 CM (18 IN) TRIANGLE
 LW1739'BLAZED MAPLE TREE.
 LW1739'THE MARK IS 0.18 M BELOW HIGHWAY.
 LW1739
 LW1739                          STATION RECOVERY (1990)
 LW1739
 LW1739'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6824 ***********************************************************************
 LX6824  DESIGNATION -  148
 LX6824  PID         -  LX6824
 LX6824  STATE/COUNTY-  CT/MIDDLESEX
 LX6824  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6824
 LX6824                         *CURRENT SURVEY CONTROL
 LX6824  ___________________________________________________________________
 LX6824* NAD 83(1996)-  41 33 32.38509(N)    072 34 37.24259(W)     ADJUSTED  
 LX6824* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6824  ___________________________________________________________________
 LX6824  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX6824  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX6824
 LX6824  HORZ ORDER  -  THIRD
 LX6824
 LX6824.The horizontal coordinates were established by classical geodetic methods
 LX6824.and adjusted by the National Geodetic Survey in August 1998..
 LX6824
 LX6824.The orthometric height was scaled from a topographic map.
 LX6824
 LX6824.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6824
 LX6824.The geoid height was determined by GEOID03.
 LX6824
 LX6824;                    North         East     Units Scale Factor Converg.
 LX6824;SPC CT       -   233,005.728   319,231.091   MT  0.99998324   +0 06 52.9
 LX6824;SPC CT       -   764,452.96  1,047,344.00   sFT  0.99998324   +0 06 52.9
 LX6824;UTM  18      - 4,603,649.048   702,052.993   MT  1.00010243   +1 36 28.6
 LX6824
 LX6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6824!SPC CT       -   1.00000454  x   0.99998324  =   0.99998778
 LX6824!UTM  18      -   1.00000454  x   1.00010243  =   1.00010697
 LX6824
 LX6824|---------------------------------------------------------------------|
 LX6824| PID    Reference Object                     Distance      Geod. Az  |
 LX6824|                                                           dddmmss.s |
 LX6824| LX6825 PAPER ROCK LIGHT                     20.606 METERS 10015     |
 LX6824| LX6880 SHEPARD                             APPROX. 2.6 KM 1155056.8 |
 LX6824| CZ6876 148 RM 1                             10.320 METERS 30005     |
 LX6824|---------------------------------------------------------------------|
 LX6824
 LX6824                          SUPERSEDED SURVEY CONTROL
 LX6824
 LX6824  NAD 83(1992)-  41 33 32.38441(N)    072 34 37.24251(W) AD(       ) 3
 LX6824  NAD 83(1986)-  41 33 32.38626(N)    072 34 37.24467(W) AD(       ) 3
 LX6824  NAD 27      -  41 33 32.02800(N)    072 34 38.91300(W) AD(       ) 3
 LX6824
 LX6824.Superseded values are not recommended for survey control.
 LX6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6824.See file dsdata.txt to determine how the superseded data were derived.
 LX6824
 LX6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0205303649(NAD 83)
 LX6824
 LX6824  HISTORY     - Date     Condition        Report By
 LX6824  HISTORY     - 1934     MONUMENTED       CGS
 LX6824  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6824
 LX6824                          STATION DESCRIPTION
 LX6824
 LX6824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6824'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A.
 LX6824'IN 1909.  IT IS ON THE FIRST ROCKY POINT WESTERLY OF PAPER ROCK
 LX6824'LIGHT.  THE ROCK IS ALMOST VERTICAL AT THIS POINT, THE STATION
 LX6824'BEING ABOUT 8.5 METERS ABOVE THE ORDINARY LEVEL OF THE
 LX6824'RIVER.  THE STATION IS 1 METER FROM THE STEEP FACE OF THE ROCK
 LX6824'AND 0.7 METER, FROM THE EDGE OF VEGETATION TO THE
 LX6824'NORTHWARD.  PAPER ROCK LIGHT BEARS S 70 DEG E (MAGNETIC) AND IS
 LX6824'20.61 METERS DISTANT.
 LX6824'
 LX6824'CENTER IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE OF
 LX6824'THE ROCK.  TOP OF THE PLUG IS MARKED THUS--U.S. 148.
 LX6824'
 LX6824'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN OUTCROPPING
 LX6824'BEDROCK AS DESCRIBED IN NOTE 12A.  ONE STANDARD REFERENCE MARK
 LX6824'WAS ESTABLISHED.  IT IS ON THE HIGH PART OF THE LEDGE ABOUT
 LX6824'WHERE IT TURNS SHARPLY TO THE NORTHWARD.  IT BEARS N 45 DEG W
 LX6824'(MAGNETIC).
 LX6824'
 LX6824'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6824'
 LX6824'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6824
 LX6824                          STATION RECOVERY (1948)
 LX6824
 LX6824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6824'STATION AND REFERENCE MARK RECOVERED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5122 ***********************************************************************
 LX5122  DESIGNATION -  1483
 LX5122  PID         -  LX5122
 LX5122  STATE/COUNTY-  CT/NEW LONDON
 LX5122  USGS QUAD   -  UNCASVILLE (1984)
 LX5122
 LX5122                         *CURRENT SURVEY CONTROL
 LX5122  ___________________________________________________________________
 LX5122* NAD 83(1996)-  41 29 13.62902(N)    072 04 01.27247(W)     ADJUSTED  
 LX5122* NAVD 88     -        23.     (meters)      75.     (feet)  SCALED    
 LX5122  ___________________________________________________________________
 LX5122  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 LX5122  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5122
 LX5122  HORZ ORDER  -  THIRD
 LX5122
 LX5122.The horizontal coordinates were established by classical geodetic methods
 LX5122.and adjusted by the National Geodetic Survey in August 1998..
 LX5122
 LX5122.The orthometric height was scaled from a topographic map.
 LX5122
 LX5122.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5122
 LX5122.The geoid height was determined by GEOID03.
 LX5122
 LX5122;                    North         East     Units Scale Factor Converg.
 LX5122;SPC CT       -   225,233.906   361,836.573   MT  0.99998347   +0 27 10.3
 LX5122;SPC CT       -   738,954.91  1,187,125.49   sFT  0.99998347   +0 27 10.3
 LX5122;UTM  18      - 4,596,987.807   744,856.393   MT  1.00033789   +1 56 38.1
 LX5122;UTM  19      - 4,597,376.351   243,952.120   MT  1.00040689   -2 01 58.3
 LX5122
 LX5122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5122!SPC CT       -   1.00000120  x   0.99998347  =   0.99998467
 LX5122!UTM  18      -   1.00000120  x   1.00033789  =   1.00033909
 LX5122!UTM  19      -   1.00000120  x   1.00040689  =   1.00040809
 LX5122
 LX5122                          SUPERSEDED SURVEY CONTROL
 LX5122
 LX5122  NAD 83(1992)-  41 29 13.62803(N)    072 04 01.27185(W) AD(       ) 3
 LX5122  NAD 83(1986)-  41 29 13.62914(N)    072 04 01.27482(W) AD(       ) 3
 LX5122  NAD 27      -  41 29 13.28502(N)    072 04 03.00030(W) AD(       ) 3
 LX5122
 LX5122.Superseded values are not recommended for survey control.
 LX5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5122.See file dsdata.txt to determine how the superseded data were derived.
 LX5122
 LX5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4485696988(NAD 83)
 LX5122_MARKER: DD = SURVEY DISK
 LX5122_SETTING: 0 = UNSPECIFIED SETTING
 LX5122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5122
 LX5122  HISTORY     - Date     Condition        Report By
 LX5122  HISTORY     - 1937     MONUMENTED       CTGS
 LX5122  HISTORY     - 1961     MARK NOT FOUND   CGS
 LX5122
 LX5122                          STATION DESCRIPTION
 LX5122
 LX5122'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LX5122'THE STATION IS AT THE INTERSECTION OF THE HALLVILLE ROAD AND
 LX5122'STATE HIGHWAY 12, 2000 FEET S OF THE NORWICH-PRESTON TOWN LINE,
 LX5122'AND 1500 FEET S OF THE NORWICH STATE HOSPITAL.  IT IS IN THE S
 LX5122'END OF A TRIANGULAR-SHAPED HIGHWAY ISLAND FORMED BY THE
 LX5122'INTERSECTION OF THE HIGHWAYS.
 LX5122'
 LX5122'STATION MARK IS A STATE SURVEY BRONZE DISK STAMPED 1483, SET
 LX5122'IN THE TOP OF A REINFORCED CONCRETE POST, THE TOP FLUSH WITH
 LX5122'THE GROUND.
 LX5122'
 LX5122'REFERENCE MARK NO. 1, NE OF STATION, IS A DRILL HOLE IN THE
 LX5122'TOP OF A CONCRETE GUARD POST, LOCATED AT THE EDGE OF THE
 LX5122'HIGHWAY ISLAND, THE POST PROJECTING 1 FOOT ABOVE THE GROUND.
 LX5122'
 LX5122'REFERENCE MARK NO. 2, SE OF STATION, IS THE NW CORNER OF THE
 LX5122'FOUNDATION OF A BUILDING USED AS A TOOL HOUSE, BUT FORMERLY A
 LX5122'SCHOOLHOUSE.
 LX5122'
 LX5122'REFERENCE MARK NO. 3, S OF STATION, IS A DRILL HOLE IN THE TOP OF
 LX5122'A CONCRETE GUARD POST AT THE EDGE OF THE HIGHWAY ISLAND MENTIONED
 LX5122'IN REFERENCE MARK NO. 1.
 LX5122'
 LX5122'THIS POINT IS USED AS A TRIANGULATION STATION.
 LX5122
 LX5122                          STATION RECOVERY (1961)
 LX5122
 LX5122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5122'THE STATION COULD NOT BE FOUND.  ALL REFERENCE MARKS HAVE
 LX5122'APPARENTLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3221 ***********************************************************************
 LX3221  DESIGNATION -  1488
 LX3221  PID         -  LX3221
 LX3221  STATE/COUNTY-  CT/NEW LONDON
 LX3221  USGS QUAD   -  UNCASVILLE (1984)
 LX3221
 LX3221                         *CURRENT SURVEY CONTROL
 LX3221  ___________________________________________________________________
 LX3221* NAD 83(1986)-  41 29 45.     (N)    072 01 47.     (W)     SCALED    
 LX3221* NAVD 88     -        27.040  (meters)      88.71   (feet)  ADJUSTED  
 LX3221  ___________________________________________________________________
 LX3221  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX3221  DYNAMIC HT  -          27.031 (meters)      88.68  (feet)  COMP
 LX3221  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 LX3221
 LX3221  VERT ORDER  -  FIRST     CLASS II
 LX3221
 LX3221.The horizontal coordinates were scaled from a topographic map and have
 LX3221.an estimated accuracy of +/- 6 seconds.
 LX3221
 LX3221.The orthometric height was determined by differential leveling
 LX3221.and adjusted by the National Geodetic Survey in June 1991..
 LX3221
 LX3221.The geoid height was determined by GEOID03.
 LX3221
 LX3221.The dynamic height is computed by dividing the NAVD 88
 LX3221.geopotential number by the normal gravity value computed on the
 LX3221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3221.degrees latitude (g = 980.6199 gals.).
 LX3221
 LX3221.The modeled gravity was interpolated from observed gravity values.
 LX3221
 LX3221;                    North         East    Units  Estimated Accuracy
 LX3221;SPC CT       -   226,230.      364,940.      MT  (+/- 180 meters Scaled)
 LX3221
 LX3221                          SUPERSEDED SURVEY CONTROL
 LX3221
 LX3221.No superseded survey control is available for this station.
 LX3221
 LX3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL479980(NAD 83)
 LX3221_MARKER: DD = SURVEY DISK
 LX3221_SETTING: 66 = SET IN ROCK OUTCROP
 LX3221_SP_SET: ROCK OUTCROP
 LX3221_STAMPING: 1488
 LX3221_MARK LOGO: CTGS  
 LX3221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3221+STABILITY: POSITION/ELEVATION WELL
 LX3221
 LX3221  HISTORY     - Date     Condition        Report By
 LX3221  HISTORY     - 1964     MONUMENTED       CTGS
 LX3221  HISTORY     - 1986     GOOD             NGS
 LX3221  HISTORY     - 1989     GOOD             USPSQD
 LX3221  HISTORY     - 19901014 GOOD             USPSQD
 LX3221
 LX3221                          STATION DESCRIPTION
 LX3221
 LX3221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3221'4.0 KM (2.5 MI) NW FROM PRESTON.
 LX3221'4.0 KM (2.5 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3221'STATE HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT.  IT IS 26.82
 LX3221'METERS (88.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 30.45 METERS
 LX3221'(99.9 FT) NORTH OF A 5/8 INCH DRILL HOLE IN THE NORTH CORNER OF A
 LX3221'CATCH BASIN AND 25.69 METERS (84.3 FT) SOUTHEAST OF SNET POLE NO.
 LX3221'2129.
 LX3221'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX3221'THE MARK IS 0.24 M ABOVE HIGHWAY.
 LX3221
 LX3221                          STATION RECOVERY (1989)
 LX3221
 LX3221'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3221'RECOVERED IN GOOD CONDITION.
 LX3221
 LX3221                          STATION RECOVERY (1990)
 LX3221
 LX3221'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1080 ***********************************************************************
 LW1080  DESIGNATION -  149 W USGS
 LW1080  PID         -  LW1080
 LW1080  STATE/COUNTY-  CT/WINDHAM
 LW1080  USGS QUAD   -  PLAINFIELD (1983)
 LW1080
 LW1080                         *CURRENT SURVEY CONTROL
 LW1080  ___________________________________________________________________
 LW1080* NAD 83(1986)-  41 44 34.     (N)    071 54 22.     (W)     SCALED    
 LW1080* NAVD 88     -        76.913  (meters)     252.34   (feet)  ADJUSTED  
 LW1080  ___________________________________________________________________
 LW1080  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1080  DYNAMIC HT  -          76.887 (meters)     252.25  (feet)  COMP
 LW1080  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LW1080
 LW1080  VERT ORDER  -  FIRST     CLASS II
 LW1080
 LW1080.The horizontal coordinates were scaled from a topographic map and have
 LW1080.an estimated accuracy of +/- 6 seconds.
 LW1080
 LW1080.The orthometric height was determined by differential leveling
 LW1080.and adjusted by the National Geodetic Survey in June 1991..
 LW1080
 LW1080.The geoid height was determined by GEOID03.
 LW1080
 LW1080.The dynamic height is computed by dividing the NAVD 88
 LW1080.geopotential number by the normal gravity value computed on the
 LW1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1080.degrees latitude (g = 980.6199 gals.).
 LW1080
 LW1080.The modeled gravity was interpolated from observed gravity values.
 LW1080
 LW1080;                    North         East    Units  Estimated Accuracy
 LW1080;SPC CT       -   253,750.      375,000.      MT  (+/- 180 meters Scaled)
 LW1080
 LW1080                          SUPERSEDED SURVEY CONTROL
 LW1080
 LW1080.No superseded survey control is available for this station.
 LW1080
 LW1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG583253(NAD 83)
 LW1080_MARKER: DD = SURVEY DISK
 LW1080_SETTING: 66 = SET IN ROCK OUTCROP
 LW1080_SP_SET: ROCK LEDGE
 LW1080_STAMPING: 149 W 1923
 LW1080_MARK LOGO: USGS  
 LW1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1080+STABILITY: POSITION/ELEVATION WELL
 LW1080
 LW1080  HISTORY     - Date     Condition        Report By
 LW1080  HISTORY     - 1923     MONUMENTED       USGS
 LW1080  HISTORY     - 1935     GOOD             NGS
 LW1080  HISTORY     - 1936     GOOD             NGS
 LW1080  HISTORY     - 1984     GOOD             NGS
 LW1080  HISTORY     - 1988     GOOD             USPSQD
 LW1080  HISTORY     - 1989     GOOD             USPSQD
 LW1080  HISTORY     - 19900503 GOOD             USPSQD
 LW1080
 LW1080                          STATION DESCRIPTION
 LW1080
 LW1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LW1080'IN WAUREGAN.
 LW1080'AT WAUREGAN, WINDHAM COUNTY, 0.5 MILE SOUTHEAST OF THE POST
 LW1080'OFFICE, AT BATONS CORNER, AT THE EDGE OF A SCHOOLYARD, 150 FEET
 LW1080'SOUTHEAST OF THE SCHOOL, 100 FEET NORTH OF THE CENTER OF A ROAD
 LW1080'FORK, 40 FEET NORTHWEST OF A FRAME HOUSE, AND IN THE TOP OF A
 LW1080'ROCK LEDGE.
 LW1080
 LW1080                          STATION RECOVERY (1936)
 LW1080
 LW1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1080'RECOVERED IN GOOD CONDITION.
 LW1080
 LW1080                          STATION RECOVERY (1984)
 LW1080
 LW1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1080'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.9 KM (1.85 MI)
 LW1080'NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE HIGHWAY 14
 LW1080'EAST IN CENTRAL VILLAGE, THENCE 0.1 KM (0.05 MI) EAST ALONG ALL
 LW1080'HALLOWS ROAD TO THE MARK ON THE LEFT, BEHIND A TWO STORY FRAME HOUSE,
 LW1080'IN TOP OF AND ABOUT CENTERED IN A 2.1 BY 4.3 METER (7 BY 14 FT)
 LW1080'EXPOSED BEDROCK PROJECTING 10.7 METERS (3.5 FT) ABOVE THE GROUND,
 LW1080'43.58 METERS (143.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 14.84
 LW1080'METERS (48.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 LW1080'6.70 METERS (22.0 FT) EAST OF A WIRE FENCE.
 LW1080'THE MARK IS 1.82 M ABOVE ROAD.
 LW1080
 LW1080                          STATION RECOVERY (1988)
 LW1080
 LW1080'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1080'RECOVERED IN GOOD CONDITION.
 LW1080
 LW1080                          STATION RECOVERY (1989)
 LW1080
 LW1080'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LW1080'RECOVERED IN GOOD CONDITION.
 LW1080
 LW1080                          STATION RECOVERY (1990)
 LW1080
 LW1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1150 ***********************************************************************
 LX1150  DESIGNATION -  15
 LX1150  PID         -  LX1150
 LX1150  STATE/COUNTY-  CT/FAIRFIELD
 LX1150  USGS QUAD   -  GLENVILLE (1971)
 LX1150
 LX1150                         *CURRENT SURVEY CONTROL
 LX1150  ___________________________________________________________________
 LX1150* NAD 83(1986)-  41 01 52.     (N)    073 37 37.     (W)     SCALED    
 LX1150* NAVD 88     -        48.215  (meters)     158.19   (feet)  ADJUSTED  
 LX1150  ___________________________________________________________________
 LX1150  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX1150  DYNAMIC HT  -          48.198 (meters)     158.13  (feet)  COMP
 LX1150  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX1150
 LX1150  VERT ORDER  -  FIRST     CLASS I
 LX1150
 LX1150.The horizontal coordinates were scaled from a topographic map and have
 LX1150.an estimated accuracy of +/- 6 seconds.
 LX1150
 LX1150.The orthometric height was determined by differential leveling
 LX1150.and adjusted by the National Geodetic Survey in June 1991..
 LX1150
 LX1150.The geoid height was determined by GEOID03.
 LX1150
 LX1150.The dynamic height is computed by dividing the NAVD 88
 LX1150.geopotential number by the normal gravity value computed on the
 LX1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1150.degrees latitude (g = 980.6199 gals.).
 LX1150
 LX1150.The modeled gravity was interpolated from observed gravity values.
 LX1150
 LX1150;                    North         East    Units  Estimated Accuracy
 LX1150;SPC CT       -   174,740.      231,050.      MT  (+/- 180 meters Scaled)
 LX1150
 LX1150                          SUPERSEDED SURVEY CONTROL
 LX1150
 LX1150  NGVD 29 (??/??/92)   48.550  (m)          159.28   (f) ADJ UNCH    1 1
 LX1150
 LX1150.Superseded values are not recommended for survey control.
 LX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1150.See file dsdata.txt to determine how the superseded data were derived.
 LX1150
 LX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL154431(NAD 83)
 LX1150_MARKER: DD = SURVEY DISK
 LX1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1150_STAMPING: 15
 LX1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1150+STABILITY: SURFACE MOTION
 LX1150
 LX1150  HISTORY     - Date     Condition        Report By
 LX1150  HISTORY     - UNK      MONUMENTED       CTGS
 LX1150  HISTORY     - 1965     GOOD             NGS
 LX1150  HISTORY     - 1983     GOOD             NGS
 LX1150  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX1150
 LX1150                          STATION DESCRIPTION
 LX1150
 LX1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1150'AT GREENWICH.
 LX1150'AT GREENWICH, ABOUT 0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM
 LX1150'THE GREENWICH LIBRARY, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND
 LX1150'LAFAYETTE PLACE, ACROSS LAFAYETTE PLACE FROM THE FAIRFIELD COUNTY
 LX1150'TRUST COMPANY BUILDING, 46 1/2 FEET NORTHWEST OF THE CENTER LINE
 LX1150'OF THE HIGHWAY, 4.0 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 LX1150'LAFAYETTE PLACE, 3.1 FEET NORTHEAST OF THE NORTHEAST EDGE OF A
 LX1150'SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF A
 LX1150'CONCRETE POST FLUSH WITH THE GROUND.
 LX1150
 LX1150                          STATION RECOVERY (1983)
 LX1150
 LX1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1150'RECOVERED IN GOOD CONDITION.
 LX1150
 LX1150                          STATION RECOVERY (1984)
 LX1150
 LX1150'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3730 ***********************************************************************
 LX3730  DESIGNATION -  15 BLACK ROCK
 LX3730  PID         -  LX3730
 LX3730  STATE/COUNTY-  CT/FAIRFIELD
 LX3730  USGS QUAD   -  BRIDGEPORT (1984)
 LX3730
 LX3730                         *CURRENT SURVEY CONTROL
 LX3730  ___________________________________________________________________
 LX3730* NAD 83(1996)-  41 08 55.40810(N)    073 12 56.52609(W)     ADJUSTED  
 LX3730* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3730  ___________________________________________________________________
 LX3730  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LX3730  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3730
 LX3730  HORZ ORDER  -  THIRD
 LX3730
 LX3730.The horizontal coordinates were established by classical geodetic methods
 LX3730.and adjusted by the National Geodetic Survey in August 1998..
 LX3730
 LX3730.The orthometric height was scaled from a topographic map.
 LX3730
 LX3730.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3730
 LX3730.The geoid height was determined by GEOID03.
 LX3730
 LX3730;                    North         East     Units Scale Factor Converg.
 LX3730;SPC CT       -   187,532.028   265,706.889   MT  1.00000557   -0 18 31.6
 LX3730;SPC CT       -   615,261.33    871,740.02   sFT  1.00000557   -0 18 31.6
 LX3730;UTM  18      - 4,556,801.468   649,727.694   MT  0.99987591   +1 10 27.5
 LX3730
 LX3730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3730!SPC CT       -   1.00000428  x   1.00000557  =   1.00000985
 LX3730!UTM  18      -   1.00000428  x   0.99987591  =   0.99988018
 LX3730
 LX3730:                Primary Azimuth Mark                     Grid Az
 LX3730:SPC CT       -  BLACK ROCK LIGHTHOUSE                    191 39 54.2
 LX3730:UTM  18      -  BLACK ROCK LIGHTHOUSE                    190 10 55.1
 LX3730
 LX3730|---------------------------------------------------------------------|
 LX3730| PID    Reference Object                     Distance      Geod. Az  |
 LX3730|                                                           dddmmss.s |
 LX3730| LX3725 BLACK ROCK LIGHTHOUSE               APPROX. 0.7 KM 1912122.6 |
 LX3730|---------------------------------------------------------------------|
 LX3730
 LX3730                          SUPERSEDED SURVEY CONTROL
 LX3730
 LX3730  NAD 83(1992)-  41 08 55.40741(N)    073 12 56.52526(W) AD(       ) 3
 LX3730  NAD 83(1986)-  41 08 55.41067(N)    073 12 56.52831(W) AD(       ) 3
 LX3730  NAD 27      -  41 08 55.06000(N)    073 12 58.12000(W) AD(       ) 3
 LX3730
 LX3730.Superseded values are not recommended for survey control.
 LX3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3730.See file dsdata.txt to determine how the superseded data were derived.
 LX3730
 LX3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4972856801(NAD 83)
 LX3730
 LX3730  HISTORY     - Date     Condition        Report By
 LX3730  HISTORY     - 1933     MONUMENTED       CGS
 LX3730  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3730  HISTORY     - 19950804 GOOD             USPSQD
 LX3730
 LX3730                          STATION DESCRIPTION
 LX3730
 LX3730'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3730'ON THE FIFTH STONE FROM SOUTHERLY END OF SEA WALL ON SEASIDE
 LX3730'PARK BOULEVARD.  ABOUT 4 FEET N OF SOUTHERLY END OF SIDEWALK
 LX3730'JUST INSIDE SEA WALL.
 LX3730'
 LX3730'MARKED BY A BRASS PLUG SET IN TOP SURFACE OF STONE, 19 INCHES
 LX3730'FROM OUTER FACE.
 LX3730
 LX3730                          STATION RECOVERY (1959)
 LX3730
 LX3730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3730'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 LX3730'
 LX3730'COMMENTS--THE BRASS PLUG IS 19 IN FROM OUTER FACE, SET IN TOP
 LX3730'SURFACE OF THE FIFTH STONE FROM THE SOUTHERLY END
 LX3730'OF SEA WALL.  SEASIDE PARK BOULEVARD IS CALLED BARNUM BOULEVARD,
 LX3730'TODAY.  THE BRASS PLUG IS NOW ABOUT 25 FEET (NOT 4 FEET) N OF
 LX3730'SOUTHERLY END OF SIDEWALK JUST INSIDE SEA WALL.  THIS IS BECAUSE
 LX3730'THE SIDE WALK HAS BEEN EXTENDED 21 FEET TO THE S, WHERE IT JOINS
 LX3730'THE TOP OF THE SMOOTH-FINISHED, ROCK BREAKWATER, LEADING S
 LX3730'TOWARD THE OLD, ABANDONED, BLACK ROCK LIGHTHOUSE.
 LX3730'
 LX3730'I NOTED A CIRCLE OF YELLOW PAINT, AROUND THE BRASS PLUG.  TO THE
 LX3730'E OF THE PLUG, WAS, H. L. 15 IN IN YELLOW PAINT.  TWO FEET NW OF
 LX3730'PLUG, WAS, R, ALSO IN YELLOW PAINT.  ALL OF THESE MARKINGS WERE
 LX3730'ON THE TOP SURFACE OF THE SAME STONE IN WHICH THE PLUG IS SET.
 LX3730
 LX3730                          STATION RECOVERY (1995)
 LX3730
 LX3730'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2905 ***********************************************************************
 LX2905  DESIGNATION -  15 N 3
 LX2905  PID         -  LX2905
 LX2905  STATE/COUNTY-  CT/TOLLAND
 LX2905  USGS QUAD   -  ROCKVILLE (1984)
 LX2905
 LX2905                         *CURRENT SURVEY CONTROL
 LX2905  ___________________________________________________________________
 LX2905* NAD 83(1986)-  41 52 05.     (N)    072 27 57.     (W)     SCALED    
 LX2905* NAVD 88     -        74.638  (meters)     244.87   (feet)  ADJUSTED  
 LX2905  ___________________________________________________________________
 LX2905  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2905  DYNAMIC HT  -          74.614 (meters)     244.80  (feet)  COMP
 LX2905  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 LX2905
 LX2905  VERT ORDER  -  FIRST     CLASS II
 LX2905
 LX2905.The horizontal coordinates were scaled from a topographic map and have
 LX2905.an estimated accuracy of +/- 6 seconds.
 LX2905
 LX2905.The orthometric height was determined by differential leveling
 LX2905.and adjusted by the National Geodetic Survey in June 1991..
 LX2905
 LX2905.The geoid height was determined by GEOID03.
 LX2905
 LX2905.The dynamic height is computed by dividing the NAVD 88
 LX2905.geopotential number by the normal gravity value computed on the
 LX2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2905.degrees latitude (g = 980.6199 gals.).
 LX2905
 LX2905.The modeled gravity was interpolated from observed gravity values.
 LX2905
 LX2905;                    North         East    Units  Estimated Accuracy
 LX2905;SPC CT       -   267,360.      328,390.      MT  (+/- 180 meters Scaled)
 LX2905
 LX2905                          SUPERSEDED SURVEY CONTROL
 LX2905
 LX2905.No superseded survey control is available for this station.
 LX2905
 LX2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM103382(NAD 83)
 LX2905_MARKER: DD = SURVEY DISK
 LX2905_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2905_SP_SET: WINGWALL
 LX2905_STAMPING: 15 N 3
 LX2905_MARK LOGO: CTGS  
 LX2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2905+STABILITY: SURFACE MOTION
 LX2905
 LX2905  HISTORY     - Date     Condition        Report By
 LX2905  HISTORY     - 1938     MONUMENTED       CTGS
 LX2905  HISTORY     - 1986     GOOD             NGS
 LX2905
 LX2905                          STATION DESCRIPTION
 LX2905
 LX2905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2905'IN ROCKVILLE.
 LX2905'0.80 KM (0.5 MI) WEST ALONG STATE HIGHWAY 83 AND STATE HIGHWAY 74 FROM
 LX2905'THE JUNCTION OF STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE
 LX2905'RIGHT.  IT IS 9.36 METERS (30.7 FT) NORTH OF THE CENTERLINE OF THE
 LX2905'HIGHWAY, 3.47 METERS (11.4 FT) SOUTH OF POWER POLE NO. 1561 WITH THREE
 LX2905'TRANSFORMERS AND STREET LIGHT ATTACHED AND 0.67 METERS (2.2 FT) NORTH
 LX2905'OF THE NORTHEAST ABUTMENT OF THE BRIDGE.
 LX2905'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6846 ***********************************************************************
 LX6846  DESIGNATION -  150
 LX6846  PID         -  LX6846
 LX6846  STATE/COUNTY-  CT/MIDDLESEX
 LX6846  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6846
 LX6846                         *CURRENT SURVEY CONTROL
 LX6846  ___________________________________________________________________
 LX6846* NAD 83(1996)-  41 33 22.25176(N)    072 33 43.69573(W)     ADJUSTED  
 LX6846* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6846  ___________________________________________________________________
 LX6846  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LX6846  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6846
 LX6846  HORZ ORDER  -  THIRD
 LX6846
 LX6846.The horizontal coordinates were established by classical geodetic methods
 LX6846.and adjusted by the National Geodetic Survey in August 1998..
 LX6846
 LX6846.The orthometric height was scaled from a topographic map.
 LX6846
 LX6846.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6846
 LX6846.The geoid height was determined by GEOID03.
 LX6846
 LX6846;                    North         East     Units Scale Factor Converg.
 LX6846;SPC CT       -   232,695.698   320,472.552   MT  0.99998322   +0 07 28.4
 LX6846;SPC CT       -   763,435.80  1,051,417.03   sFT  0.99998322   +0 07 28.4
 LX6846;UTM  18      - 4,603,371.440   703,302.265   MT  1.00010866   +1 37 03.8
 LX6846
 LX6846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6846!SPC CT       -   1.00000470  x   0.99998322  =   0.99998792
 LX6846!UTM  18      -   1.00000470  x   1.00010866  =   1.00011336
 LX6846
 LX6846|---------------------------------------------------------------------|
 LX6846| PID    Reference Object                     Distance      Geod. Az  |
 LX6846|                                                           dddmmss.s |
 LX6846| CZ6878 150 RM 2                             19.860 METERS 06047     |
 LX6846| LX6880 SHEPARD                             APPROX. 1.4 KM 1263233.6 |
 LX6846| CZ6877 150 RM 1                             12.270 METERS 34105     |
 LX6846|---------------------------------------------------------------------|
 LX6846
 LX6846                          SUPERSEDED SURVEY CONTROL
 LX6846
 LX6846  NAD 83(1992)-  41 33 22.25108(N)    072 33 43.69564(W) AD(       ) 3
 LX6846  NAD 83(1986)-  41 33 22.25290(N)    072 33 43.69785(W) AD(       ) 3
 LX6846  NAD 27      -  41 33 21.89800(N)    072 33 45.37100(W) AD(       ) 3
 LX6846
 LX6846.Superseded values are not recommended for survey control.
 LX6846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6846.See file dsdata.txt to determine how the superseded data were derived.
 LX6846
 LX6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0330203371(NAD 83)
 LX6846
 LX6846  HISTORY     - Date     Condition        Report By
 LX6846  HISTORY     - 1934     MONUMENTED       CGS
 LX6846  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6846  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6846
 LX6846                          STATION DESCRIPTION
 LX6846
 LX6846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6846'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX6846'U.S.A., IN 1909.  IT IS LOCATED NEAR THE SW CORNER OF THE OLD
 LX6846'UNUSED COBALT LANDING.  THERE ARE SEVERAL FLAT SLABS OF SANDSTONE
 LX6846'LYING ON THIS CORNER OF THE DOCK.  THE STATION IS IN THE SLAB
 LX6846'LYING FURTHEST INSHORE.  THE STONE MEASURES ABOUT 4 FEET BY
 LX6846'4 FEET BY 7 INCHES THICK.  THE STATION IS 6.5 METERS FROM THE
 LX6846'WESTERLY EDGE OF THE DOCK AND 5 METERS FROM THE ROW OF ROTTED
 LX6846'PILES MARKING THE SOUTHERLY FACE.  THE CENTER IS A BRASS PLUG
 LX6846'SET FLUSH WITH THE SURFACE OF THE STONE.  IT IS AT THE
 LX6846'INTERSECTION OF A CROWFOOT CUT IN THE ROCK WITH THE MARKING
 LX6846'APPEARS THUS--U.S. 150.
 LX6846'
 LX6846'TWO STANDARD COAST SURVEY REFERENCE MARKS WERE
 LX6846'ESTABLISHED.  REFERENCE MARK NO.1 IS IN A BOULDER AT THE W EDGE
 LX6846'OF THE DOCK.  IT BEARS N 05 DEG W (MAGNETIC).  REFERENCE
 LX6846'MARK NO.2 IS IN A BOULDER AT THE E EDGE OF THE DOCK, ABOUT 6
 LX6846'METERS SOUTHERLY OF THE SHORELINE.  IT BEARS N 75 DEG E
 LX6846'(MAGNETIC).  DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION
 LX6846'STATION.
 LX6846'
 LX6846'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6846
 LX6846                          STATION RECOVERY (1948)
 LX6846
 LX6846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6846'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6846'IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LX6846'
 LX6846'REFERENCE MARK 2 IS 3 FEET UNDER THE SAND AND THE DISK IS
 LX6846'ILLEGIBLE.
 LX6846
 LX6846                          STATION RECOVERY (1969)
 LX6846
 LX6846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6846'STATION MARK AND REFERENCE MARK NO.2 WERE SEARCHED FOR BUT
 LX6846'NOT FOUND.  REFERENCE MARK NO.1 WAS RECOVERED IN GOOD
 LX6846'CONDITION.  THE DISK IS STAMPED U.S.E. 1909-1934 R.M. NO.1.  THE
 LX6846'STATION MARK MAY STILL BE IN EXISTENCE BUT NO GRANITE BLOCK
 LX6846'WAS FOUND AT THE LISTED DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1085 ***********************************************************************
 LW1085  DESIGNATION -  150 W
 LW1085  PID         -  LW1085
 LW1085  STATE/COUNTY-  CT/WINDHAM
 LW1085  USGS QUAD   -  PLAINFIELD (1983)
 LW1085
 LW1085                         *CURRENT SURVEY CONTROL
 LW1085  ___________________________________________________________________
 LW1085* NAD 83(1986)-  41 40 36.     (N)    071 54 54.     (W)     SCALED    
 LW1085* NAVD 88     -        61.577  (meters)     202.02   (feet)  ADJUSTED  
 LW1085  ___________________________________________________________________
 LW1085  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW1085  DYNAMIC HT  -          61.555 (meters)     201.95  (feet)  COMP
 LW1085  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 LW1085
 LW1085  VERT ORDER  -  FIRST     CLASS II
 LW1085
 LW1085.The horizontal coordinates were scaled from a topographic map and have
 LW1085.an estimated accuracy of +/- 6 seconds.
 LW1085
 LW1085.The orthometric height was determined by differential leveling
 LW1085.and adjusted by the National Geodetic Survey in June 1991..
 LW1085
 LW1085.The geoid height was determined by GEOID03.
 LW1085
 LW1085.The dynamic height is computed by dividing the NAVD 88
 LW1085.geopotential number by the normal gravity value computed on the
 LW1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1085.degrees latitude (g = 980.6199 gals.).
 LW1085
 LW1085.The modeled gravity was interpolated from observed gravity values.
 LW1085
 LW1085;                    North         East    Units  Estimated Accuracy
 LW1085;SPC CT       -   246,400.      374,330.      MT  (+/- 180 meters Scaled)
 LW1085
 LW1085                          SUPERSEDED SURVEY CONTROL
 LW1085
 LW1085  NGVD 29 (??/??/92)   61.837  (m)          202.88   (f) ADJ UNCH    1 2
 LW1085
 LW1085.Superseded values are not recommended for survey control.
 LW1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1085.See file dsdata.txt to determine how the superseded data were derived.
 LW1085
 LW1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG573179(NAD 83)
 LW1085_MARKER: DD = SURVEY DISK
 LW1085_SETTING: 66 = SET IN ROCK OUTCROP
 LW1085_SP_SET: ROCK OUTCROP
 LW1085_STAMPING: 150 W 1923 203
 LW1085_MARK LOGO: USGS  
 LW1085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1085+STABILITY: POSITION/ELEVATION WELL
 LW1085
 LW1085  HISTORY     - Date     Condition        Report By
 LW1085  HISTORY     - 1923     MONUMENTED       USGS
 LW1085  HISTORY     - 1935     GOOD             NGS
 LW1085  HISTORY     - 1936     GOOD             NGS
 LW1085  HISTORY     - 1984     GOOD             NGS
 LW1085  HISTORY     - 1986     GOOD             NGS
 LW1085  HISTORY     - 1988     GOOD             USPSQD
 LW1085  HISTORY     - 19900503 GOOD             USPSQD
 LW1085
 LW1085                          STATION DESCRIPTION
 LW1085
 LW1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LW1085'AT PLAINFIELD.
 LW1085'100 FEET SOUTHEAST OF ST. PAULS CHURCH, 500 FEET NORTHEAST OF
 LW1085'PLAINFIELD GRAMMAR SCHOOL, 10 FEET WEST OF CORNER OF STONE WALL
 LW1085'5 FEET EAST OF CENTER LINE OF CONCRETE ROAD, 5 FEET ABOVE
 LW1085'FINISHED GRADE IN OUTCROP OF LEDGE.
 LW1085
 LW1085                          STATION RECOVERY (1936)
 LW1085
 LW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1085'RECOVERED IN GOOD CONDITION.
 LW1085
 LW1085                          STATION RECOVERY (1984)
 LW1085
 LW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1085'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN PLAINFIELD,
 LW1085'0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1085'STATE HIGHWAY 14A WEST, DIRECTLY NORTHEAST AND ACROSS THE HIGHWAY FROM
 LW1085'THE JUNCTION OF BABCOCK AVENUE, IN TOP OF EXPOSED ROCK OUTCROP FLUSH
 LW1085'WITH THE GROUND, 8.70 METERS (28.5 FT) EAST OF THE CENTERLINE OF THE
 LW1085'HIGHWAY, 30.48 METERS (100.0 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM
 LW1085'THE SOUTHEAST CORNER OF THE ST PAUL EPISCOPAL CHURCH, 5.94 METERS
 LW1085'(19.5 FT) SOUTHEAST OF A HIGHWAY SIGN (35 M P H) 8.07 METERS (26.5 FT)
 LW1085'SOUTH-SOUTHEAST OF POWER POLE 277.
 LW1085'THE MARK IS 2.43 METERS  E FROM A WITNESS POST.
 LW1085'THE MARK IS 1.37 M ABOVE HIGHWAY.
 LW1085
 LW1085                          STATION RECOVERY (1986)
 LW1085
 LW1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1085'RECOVERED IN GOOD CONDITION.  THE 1984 RECOVERY IS ADEQUATE WITH THE
 LW1085'FOLLOWING DELETION.  DELETE 2.43 METERS EAST FROM A WITNESS POST.
 LW1085
 LW1085                          STATION RECOVERY (1988)
 LW1085
 LW1085'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1085'RECOVERED IN GOOD CONDITION.
 LW1085
 LW1085                          STATION RECOVERY (1990)
 LW1085
 LW1085'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3382 ***********************************************************************
 LX3382  DESIGNATION -  1500
 LX3382  PID         -  LX3382
 LX3382  STATE/COUNTY-  CT/NEW LONDON
 LX3382  USGS QUAD   -  NORWICH (1983)
 LX3382
 LX3382                         *CURRENT SURVEY CONTROL
 LX3382  ___________________________________________________________________
 LX3382* NAD 83(1986)-  41 31 59.     (N)    072 03 20.     (W)     SCALED    
 LX3382* NAVD 88     -        15.585  (meters)      51.13   (feet)  ADJUSTED  
 LX3382  ___________________________________________________________________
 LX3382  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX3382  DYNAMIC HT  -          15.579 (meters)      51.11  (feet)  COMP
 LX3382  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX3382
 LX3382  VERT ORDER  -  FIRST     CLASS II
 LX3382
 LX3382.The horizontal coordinates were scaled from a topographic map and have
 LX3382.an estimated accuracy of +/- 6 seconds.
 LX3382
 LX3382.The orthometric height was determined by differential leveling
 LX3382.and adjusted by the National Geodetic Survey in June 1991..
 LX3382
 LX3382.The geoid height was determined by GEOID03.
 LX3382
 LX3382.The dynamic height is computed by dividing the NAVD 88
 LX3382.geopotential number by the normal gravity value computed on the
 LX3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3382.degrees latitude (g = 980.6199 gals.).
 LX3382
 LX3382.The modeled gravity was interpolated from observed gravity values.
 LX3382
 LX3382;                    North         East    Units  Estimated Accuracy
 LX3382;SPC CT       -   230,340.      362,750.      MT  (+/- 180 meters Scaled)
 LX3382
 LX3382                          SUPERSEDED SURVEY CONTROL
 LX3382
 LX3382.No superseded survey control is available for this station.
 LX3382
 LX3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM456021(NAD 83)
 LX3382_MARKER: DD = SURVEY DISK
 LX3382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX3382_SP_SET: SIDEWALK
 LX3382_STAMPING: 1500
 LX3382_MARK LOGO: CTGS  
 LX3382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3382+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 LX3382
 LX3382  HISTORY     - Date     Condition        Report By
 LX3382  HISTORY     - 1937     MONUMENTED       CTGS
 LX3382  HISTORY     - 1986     GOOD             NGS
 LX3382  HISTORY     - 19901129 GOOD             USPSQD
 LX3382  HISTORY     - 20060504 GOOD             USPSQD
 LX3382
 LX3382                          STATION DESCRIPTION
 LX3382
 LX3382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3382'IN NORWICH.
 LX3382'IN NORWICH, 1.7 KM (1.05 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LX3382'JUNCTION OF STATE HIGHWAY 2 TO THE JUNCTION OF FOURTH STREET AND THE
 LX3382'MARK ON THE LEFT, IN A CONCRETE SIDEWALK IN FRONT OF BUDZECKS AUTO,
 LX3382'8.17 METERS (26.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3382'22.55 METERS (74.0 FT) NORTHEAST OF THE CENTER OF FOURTH STREET, 17.65
 LX3382'METERS (57.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF BUDZECKS AUTO
 LX3382'BUILDING, 3.29 METERS (10.8 FT) SOUTHEAST OF AN IRON POST WITH SIGN
 LX3382'(BUDZECKS AUTO).
 LX3382'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3382
 LX3382                          STATION RECOVERY (1990)
 LX3382
 LX3382'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3382'RECOVERED IN GOOD CONDITION.
 LX3382
 LX3382                          STATION RECOVERY (2006)
 LX3382
 LX3382'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1708 ***********************************************************************
 LW1708  DESIGNATION -  151 W USGS RESET 1965
 LW1708  PID         -  LW1708
 LW1708  STATE/COUNTY-  CT/WINDHAM
 LW1708  USGS QUAD   -  PLAINFIELD (1983)
 LW1708
 LW1708                         *CURRENT SURVEY CONTROL
 LW1708  ___________________________________________________________________
 LW1708* NAD 83(1986)-  41 39 36.     (N)    071 55 31.     (W)     SCALED    
 LW1708* NAVD 88     -        56.595  (meters)     185.68   (feet)  ADJUSTED  
 LW1708  ___________________________________________________________________
 LW1708  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW1708  DYNAMIC HT  -          56.575 (meters)     185.61  (feet)  COMP
 LW1708  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LW1708
 LW1708  VERT ORDER  -  FIRST     CLASS II
 LW1708
 LW1708.The horizontal coordinates were scaled from a topographic map and have
 LW1708.an estimated accuracy of +/- 6 seconds.
 LW1708
 LW1708.The orthometric height was determined by differential leveling
 LW1708.and adjusted by the National Geodetic Survey in June 1991..
 LW1708
 LW1708.The geoid height was determined by GEOID03.
 LW1708
 LW1708.The dynamic height is computed by dividing the NAVD 88
 LW1708.geopotential number by the normal gravity value computed on the
 LW1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1708.degrees latitude (g = 980.6199 gals.).
 LW1708
 LW1708.The modeled gravity was interpolated from observed gravity values.
 LW1708
 LW1708;                    North         East    Units  Estimated Accuracy
 LW1708;SPC CT       -   244,540.      373,490.      MT  (+/- 180 meters Scaled)
 LW1708
 LW1708                          SUPERSEDED SURVEY CONTROL
 LW1708
 LW1708.No superseded survey control is available for this station.
 LW1708
 LW1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG564161(NAD 83)
 LW1708_MARKER: DD = SURVEY DISK
 LW1708_SETTING: 66 = SET IN ROCK OUTCROP
 LW1708_SP_SET: ROCK OUTCROP
 LW1708_STAMPING: 151 W RESET 1965
 LW1708_MARK LOGO: USGS  
 LW1708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1708+STABILITY: POSITION/ELEVATION WELL
 LW1708
 LW1708  HISTORY     - Date     Condition        Report By
 LW1708  HISTORY     - 1965     MONUMENTED       USGS
 LW1708  HISTORY     - 1984     GOOD             NGS
 LW1708  HISTORY     - 19961125 GOOD             USPSQD
 LW1708
 LW1708                          STATION DESCRIPTION
 LW1708
 LW1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1708'2.7 KM (1.65 MI) SSW FROM PLAINFIELD.
 LW1708'2.7 KM (1.65 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 LW1708'JUNCTION OF STATE HIGHWAY 14A IN PLAINFIELD TO THE MARK ON THE RIGHT,
 LW1708'ABOUT 121.92 METERS (400.0 FT) SOUTHWEST OF THE JUNCTION OF TARBOX
 LW1708'ROAD, IN TOP OF A ROCK OUTCROP, 9.14 METERS (30.0 FT) NORTHWEST OF THE
 LW1708'CENTERLINE OF THE HIGHWAY, 17.06 METERS (56.0 FT) NORTH AND ACROSS THE
 LW1708'HIGHWAY FROM POWER POLE 227, 7.46 METERS (24.5 FT) NORTHEAST OF A
 LW1708'61-CM (24-IN) OAK TREE.
 LW1708'THE MARK IS 1.7 METERS  NE FROM A WITNESS POST.
 LW1708'THE MARK IS 1.82 M ABOVE HIGHWAY.
 LW1708
 LW1708                          STATION RECOVERY (1996)
 LW1708
 LW1708'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2178 ***********************************************************************
 LX2178  DESIGNATION -  1511
 LX2178  PID         -  LX2178
 LX2178  STATE/COUNTY-  CT/HARTFORD
 LX2178  USGS QUAD   -  MANCHESTER (1992)
 LX2178
 LX2178                         *CURRENT SURVEY CONTROL
 LX2178  ___________________________________________________________________
 LX2178* NAD 83(1986)-  41 46 49.     (N)    072 31 19.     (W)     SCALED    
 LX2178* NAVD 88     -        72.066  (meters)     236.44   (feet)  ADJUSTED  
 LX2178  ___________________________________________________________________
 LX2178  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2178  DYNAMIC HT  -          72.042 (meters)     236.36  (feet)  COMP
 LX2178  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 LX2178
 LX2178  VERT ORDER  -  FIRST     CLASS II
 LX2178
 LX2178.The horizontal coordinates were scaled from a topographic map and have
 LX2178.an estimated accuracy of +/- 6 seconds.
 LX2178
 LX2178.The orthometric height was determined by differential leveling
 LX2178.and adjusted by the National Geodetic Survey in June 1991..
 LX2178
 LX2178.The geoid height was determined by GEOID03.
 LX2178
 LX2178.The dynamic height is computed by dividing the NAVD 88
 LX2178.geopotential number by the normal gravity value computed on the
 LX2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2178.degrees latitude (g = 980.6199 gals.).
 LX2178
 LX2178.The modeled gravity was interpolated from observed gravity values.
 LX2178
 LX2178;                    North         East    Units  Estimated Accuracy
 LX2178;SPC CT       -   257,590.      323,760.      MT  (+/- 180 meters Scaled)
 LX2178
 LX2178                          SUPERSEDED SURVEY CONTROL
 LX2178
 LX2178.No superseded survey control is available for this station.
 LX2178
 LX2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM059283(NAD 83)
 LX2178_MARKER: DD = SURVEY DISK
 LX2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2178_SP_SET: CONCRETE POST
 LX2178_STAMPING: 1511
 LX2178_MARK LOGO: CTGS  
 LX2178_PROJECTION: FLUSH
 LX2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2178+STABILITY: SURFACE MOTION
 LX2178
 LX2178  HISTORY     - Date     Condition        Report By
 LX2178  HISTORY     - UNK      MONUMENTED       CTGS
 LX2178  HISTORY     - 1984     GOOD             NGS
 LX2178  HISTORY     - 1986     GOOD             NGS
 LX2178
 LX2178                          STATION DESCRIPTION
 LX2178
 LX2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2178'IN MANCHESTER.
 LX2178'IN MANCHESTER, ALONG MAIN STREET, AT THE JUNCTION OF RUSSELL STREET,
 LX2178'3.13 METERS (10.3 FT) WEST OF THE WEST CURB OF MAIN STREET (STATE
 LX2178'HIGHWAY 83), 5.42 METERS (17.8 FT) NORTHEAST OF THE NORTHEAST CORNER
 LX2178'OF BUILDING 378, 2.90 METERS (9.4 FT) SOUTH OF THE SOUTH CURB OF
 LX2178'RUSSELL STREET, 1.73 METERS (5.7 FT) SOUTHEAST OF THE TOP NUT OF A
 LX2178'FIRE HYDRANT.
 LX2178'THE MARK IS ABOVE LEVEL WITH MAIN STREET.
 LX2178
 LX2178                          STATION RECOVERY (1986)
 LX2178
 LX2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3557 ***********************************************************************
 LX3557  DESIGNATION -  1513X
 LX3557  PID         -  LX3557
 LX3557  STATE/COUNTY-  CT/NEW HAVEN
 LX3557  USGS QUAD   -  WATERBURY (1984)
 LX3557
 LX3557                         *CURRENT SURVEY CONTROL
 LX3557  ___________________________________________________________________
 LX3557* NAD 83(1996)-  41 34 46.     (N)    073 01 50.     (W)     SCALED    
 LX3557* NAVD 88     -       147.00   (+/-2cm)     482.3    (feet)  VERTCON   
 LX3557  ___________________________________________________________________
 LX3557  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX3557
 LX3557  VERT ORDER  -  THIRD ? (See Below)
 LX3557
 LX3557.The horizontal coordinates were scaled from a topographic map and have
 LX3557.an estimated accuracy of +/- 6 seconds.
 LX3557
 LX3557.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3557.The vertical order pertains to the NGVD 29 superseded value.
 LX3557
 LX3557.The geoid height was determined by GEOID03.
 LX3557
 LX3557;                    North         East    Units  Estimated Accuracy
 LX3557;SPC CT       -   235,300.      281,400.      MT  (+/- 180 meters Scaled)
 LX3557
 LX3557                          SUPERSEDED SURVEY CONTROL
 LX3557
 LX3557  NGVD 29 (07/19/86)  147.28   (m)          483.2    (f) LEVELING    3  
 LX3557
 LX3557.Superseded values are not recommended for survey control.
 LX3557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3557.See file dsdata.txt to determine how the superseded data were derived.
 LX3557
 LX3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM641049(NAD 83)
 LX3557_MARKER: DD = SURVEY DISK
 LX3557_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX3557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3557
 LX3557  HISTORY     - Date     Condition        Report By
 LX3557  HISTORY     - 1981     MONUMENTED       CTGS
 LX3557
 LX3557                          STATION DESCRIPTION
 LX3557
 LX3557'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1981 (AJK)
 LX3557'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH OF UNION CITY,
 LX3557'8.1 KM (5.0 MI) SOUTHEAST OF WATERTOWN AND 5.2 KM (3.25 MI)
 LX3557'SOUTHWEST OF WOLCOTT.
 LX3557'OWNERSHIP--TOWN OF WATERBURY, MR WILLIAM SPALLONE CITY
 LX3557'ENGINEER, 235 GRAND STREET, WATERBURY CT 06702, PHONE
 LX3557'203-574-6806.
 LX3557'
 LX3557'TO REACH THE STATION FROM WATERBURY AT THE INTERSECTION OF
 LX3557'CONNECTICUT ROUTE 847 (THOMASTON AVENUE) AND HOMER STREET PROCEED
 LX3557'EASTERLY ALONG HOMER STREET FOR 0.5 KM (0.32 MI) TO A CROSS
 LX3557'STREET, WHERE HOMER STREET CHANGES TO CHASE AVENUE.  PROCEED
 LX3557'SOUTHEASTERLY ALONG CHASE AVENUE FOR 1.3 KM (0.81 MI) TO THE
 LX3557'STATION ON THE LEFT.
 LX3557'
 LX3557'THE STATION IS A STANDARD CTGS DISK
 LX3557'STAMPED---1513X---,
 LX3557'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3557'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX3557'28.80 METERS (94.5 FT) NORTH FROM POWER POLE C 2421,
 LX3557'30.69 METERS (100.7 FT) EAST FROM POWER POLE C 2420,
 LX3557'21.6 METERS (71 FT) NORTHWEST FROM THE CENTERLINE OF HILL STREET
 LX3557'AND
 LX3557'8.2 METERS (27 FT) NORTHEAST FROM THE CENTERLINE OF CHASE AVENUE.
 LX3557'
 LX3557'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3557'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX3557'SET INTO THE TOP OF A CONCRETE RETAINING WALL.
 LX3557'IT IS LOCATED
 LX3557'25.6 METERS (84 FT) NORTHEAST FROM THE CENTERLINE OF CHASE AVENUE,
 LX3557'21.64 METERS (71.0 FT) NORTH FROM THE TOP CENTER OF A FIRE
 LX3557'HYDRANT,
 LX3557'7.3 METERS (24 FT) NORTHWEST FROM THE CENTERLINE OF HILL STREET
 LX3557'AND
 LX3557'6.92 METERS (22.7 FT) NORTH FROM THE CENTERLINE OF A MANHOLE.
 LX3557'MARK IS BELOW STATION 1.0 METER.
 LX3557'
 LX3557'REFERENCE MARK NUMBER 2 IS A DRILL HOLE WITH FLICK MARKS
 LX3557'SET IN THE TOP OF THE MOST NORTHERLY PART OF A METAL MANHOLE RIM.
 LX3557'IT IS LOCATED
 LX3557'13.11 METERS (43.0 FT) WEST FROM THE TOP CENTER OF A FIRE HYDRANT AND
 LX3557'8.53 METERS (28.0 FT) NORTH FROM POWER POLE C 2421.
 LX3557'MARK IS ABOVE STATION 0.3 METER.
 LX3557'
 LX3557'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3557'(NO STAMPING) IN A 1/4 INCH DRILL HOLE
 LX3557'SET IN THE TOP OF THE MOST SOUTHERLY CORNER OF A CONCRETE BASE OF
 LX3557'A SIGN POST.
 LX3557'IT IS LOCATED
 LX3557'35.66 METERS (117.0 FT) NORTH FROM POWER POLE C 2421,
 LX3557'27.7 METERS (91 FT) NORTHWEST FROM THE CENTERLINE OF HILL STREET,
 LX3557'27.74 METERS (91.0 FT) EAST FROM POWER POLE C 2420 AND
 LX3557'11.6 METERS (38 FT) NORTHEAST FROM THE CENTERLINE OF CHASE AVENUE.
 LX3557'MARK IS ABOVE STATION 0.3 METER.
 LX3557'
 LX3557'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3557'STAMPED---5836---,
 LX3557'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3557'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3557'9.69 METERS (31.8 FT) SOUTH FROM A POWER POLE (NO NUMBER),
 LX3557'17.68 METERS (58.0 FT) NORTHEAST FROM A POWER POLE (NO NUMBER),
 LX3557'9.4 METERS (31 FT) EAST FROM THE CENTERLINE OF CHASE AVENUE AND
 LX3557'8.69 METERS (28.5 FT) SOUTHEAST FROM POWER POLE C 2428.
 LX3557'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY
 LX3557'ALONG CHASE AVENUE FOR 0.3 KM (0.17 MI) TO THE STATION ON THE LEFT
 LX3557'AT THE INTERSECTION OF NORTH MAIN STREET.
 LX3557'
 LX3557'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3557'STAMPED---5835---,
 LX3557'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3557'FLUSH WITH GROUND.  IT IS LOCATED
 LX3557'19.84 METERS (65.1 FT) EAST FROM POWER POLE C 2413,
 LX3557'9.69 METERS (31.8 FT) EAST-SOUTHEAST FROM THE TOP CENTER OF A
 LX3557'FIRE HYDRANT AND
 LX3557'8.2 METERS (27 FT) NORTHEAST FROM THE CENTERLINE OF CHASE AVENUE.
 LX3557'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWESTERLY ALONG
 LX3557'CHASE AVENUE FOR 0.3 KM (0.21 MI) TO THE STATION ON THE RIGHT.
 LX3557'
 LX3557'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0392 ***********************************************************************
 LX0392  DESIGNATION -  152 T OF NH
 LX0392  PID         -  LX0392
 LX0392  STATE/COUNTY-  CT/NEW HAVEN
 LX0392  USGS QUAD   -  NEW HAVEN (1984)
 LX0392
 LX0392                         *CURRENT SURVEY CONTROL
 LX0392  ___________________________________________________________________
 LX0392* NAD 83(1986)-  41 17 56.     (N)    072 54 22.     (W)     SCALED    
 LX0392* NAVD 88     -         5.609  (meters)      18.40   (feet)  ADJUSTED  
 LX0392  ___________________________________________________________________
 LX0392  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0392  DYNAMIC HT  -           5.608 (meters)      18.40  (feet)  COMP
 LX0392  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 LX0392
 LX0392  VERT ORDER  -  FIRST     CLASS I
 LX0392
 LX0392.The horizontal coordinates were scaled from a topographic map and have
 LX0392.an estimated accuracy of +/- 6 seconds.
 LX0392
 LX0392.The orthometric height was determined by differential leveling
 LX0392.and adjusted by the National Geodetic Survey in June 1991..
 LX0392
 LX0392.The geoid height was determined by GEOID03.
 LX0392
 LX0392.The dynamic height is computed by dividing the NAVD 88
 LX0392.geopotential number by the normal gravity value computed on the
 LX0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0392.degrees latitude (g = 980.6199 gals.).
 LX0392
 LX0392.The modeled gravity was interpolated from observed gravity values.
 LX0392
 LX0392;                    North         East    Units  Estimated Accuracy
 LX0392;SPC CT       -   204,120.      291,730.      MT  (+/- 180 meters Scaled)
 LX0392
 LX0392                          SUPERSEDED SURVEY CONTROL
 LX0392
 LX0392  NGVD 29 (??/??/92)    5.92   (m)           19.4    (f) COMPUTED    1 1
 LX0392
 LX0392.Superseded values are not recommended for survey control.
 LX0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0392.See file dsdata.txt to determine how the superseded data were derived.
 LX0392
 LX0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL753740(NAD 83)
 LX0392_MARKER: DD = SURVEY DISK
 LX0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0392_SP_SET: BRIDGE
 LX0392_STAMPING: NEW HAVEN 152
 LX0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0392
 LX0392  HISTORY     - Date     Condition        Report By
 LX0392  HISTORY     - UNK      MONUMENTED       CT0430
 LX0392  HISTORY     - 1965     GOOD             NGS
 LX0392
 LX0392                          STATION DESCRIPTION
 LX0392
 LX0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0392'AT NEW HAVEN.
 LX0392'AT NEW HAVEN, ALONG FORBES AVENUE, (U.S. HIGHWAY 1), SET ON
 LX0392'THE TOP OF THE PEDESTRAIN WALK ALONG THE SOUTHWEST SIDE OF THE
 LX0392'HIGHWAY BRIDGE OVER THE QUINNIPIAC RIVER (NORTH END OF NEW HAVEN
 LX0392'HARBOR), 29.3 FEET NORTHWEST OF THE NORTHWEST END OF THE LIFT
 LX0392'SPAN OF THE BRIDGE, 8 FEET NORTH OF THE NORTH CORNER OF THE BRIDGE
 LX0392'CONTROL HOUSE, 3.5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 LX0392'THE HIGHWAY AND ABOUT LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2482 ***********************************************************************
 LX2482  DESIGNATION -  1521
 LX2482  PID         -  LX2482
 LX2482  STATE/COUNTY-  CT/NEW HAVEN
 LX2482  USGS QUAD   -  WATERBURY (1984)
 LX2482
 LX2482                         *CURRENT SURVEY CONTROL
 LX2482  ___________________________________________________________________
 LX2482* NAD 83(1986)-  41 35 24.     (N)    073 03 08.     (W)     SCALED    
 LX2482* NAVD 88     -        89.747  (meters)     294.44   (feet)  ADJUSTED  
 LX2482  ___________________________________________________________________
 LX2482  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2482  DYNAMIC HT  -          89.718 (meters)     294.35  (feet)  COMP
 LX2482  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 LX2482
 LX2482  VERT ORDER  -  FIRST     CLASS II
 LX2482
 LX2482.The horizontal coordinates were scaled from a topographic map and have
 LX2482.an estimated accuracy of +/- 6 seconds.
 LX2482
 LX2482.The orthometric height was determined by differential leveling
 LX2482.and adjusted by the National Geodetic Survey in June 1991..
 LX2482
 LX2482.The geoid height was determined by GEOID03.
 LX2482
 LX2482.The dynamic height is computed by dividing the NAVD 88
 LX2482.geopotential number by the normal gravity value computed on the
 LX2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2482.degrees latitude (g = 980.6199 gals.).
 LX2482
 LX2482.The modeled gravity was interpolated from observed gravity values.
 LX2482
 LX2482;                    North         East    Units  Estimated Accuracy
 LX2482;SPC CT       -   236,480.      279,600.      MT  (+/- 180 meters Scaled)
 LX2482
 LX2482                          SUPERSEDED SURVEY CONTROL
 LX2482
 LX2482.No superseded survey control is available for this station.
 LX2482
 LX2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM623060(NAD 83)
 LX2482_MARKER: DD = SURVEY DISK
 LX2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2482_SP_SET: CONCRETE POST
 LX2482_STAMPING: 1521
 LX2482_MARK LOGO: CTGS  
 LX2482_PROJECTION: FLUSH
 LX2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2482+STABILITY: SURFACE MOTION
 LX2482
 LX2482  HISTORY     - Date     Condition        Report By
 LX2482  HISTORY     - 1936     MONUMENTED       CTGS
 LX2482  HISTORY     - 1985     GOOD             NGS
 LX2482  HISTORY     - 19971018 GOOD             USPSQD
 LX2482
 LX2482                          STATION DESCRIPTION
 LX2482
 LX2482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2482'IN WATERVILLE.
 LX2482'IN WATERVILLE, IN THE NORTH ANGLE OF THE JUNCTION OF THOMASTON AVENUE
 LX2482'AND SHEFFEILD STREET, 6.10 METERS (20.0 FT) NORTHEAST OF THE
 LX2482'CENTERLINE OF THE AVENUE, 7.62 METERS (25.0 FT) NORTHWEST OF THE
 LX2482'CENTERLINE OF THE STREET, 3.99 METERS (13.1 FT) SOUTHEAST OF A FIRE
 LX2482'HYDRANT.
 LX2482'THE MARK IS ABOVE LEVEL WITH AVENUE.
 LX2482
 LX2482                          STATION RECOVERY (1997)
 LX2482
 LX2482'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2483 ***********************************************************************
 LX2483  DESIGNATION -  1522
 LX2483  PID         -  LX2483
 LX2483  STATE/COUNTY-  CT/NEW HAVEN
 LX2483  USGS QUAD   -  WATERBURY (1984)
 LX2483
 LX2483                         *CURRENT SURVEY CONTROL
 LX2483  ___________________________________________________________________
 LX2483* NAD 83(1986)-  41 35 07.     (N)    073 02 56.     (W)     SCALED    
 LX2483* NAVD 88     -        86.892  (meters)     285.08   (feet)  ADJUSTED  
 LX2483  ___________________________________________________________________
 LX2483  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX2483  DYNAMIC HT  -          86.864 (meters)     284.99  (feet)  COMP
 LX2483  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 LX2483
 LX2483  VERT ORDER  -  FIRST     CLASS II
 LX2483
 LX2483.The horizontal coordinates were scaled from a topographic map and have
 LX2483.an estimated accuracy of +/- 6 seconds.
 LX2483
 LX2483.The orthometric height was determined by differential leveling
 LX2483.and adjusted by the National Geodetic Survey in June 1991..
 LX2483
 LX2483.The geoid height was determined by GEOID03.
 LX2483
 LX2483.The dynamic height is computed by dividing the NAVD 88
 LX2483.geopotential number by the normal gravity value computed on the
 LX2483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2483.degrees latitude (g = 980.6199 gals.).
 LX2483
 LX2483.The modeled gravity was interpolated from observed gravity values.
 LX2483
 LX2483;                    North         East    Units  Estimated Accuracy
 LX2483;SPC CT       -   235,950.      279,880.      MT  (+/- 180 meters Scaled)
 LX2483
 LX2483                          SUPERSEDED SURVEY CONTROL
 LX2483
 LX2483.No superseded survey control is available for this station.
 LX2483
 LX2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM626055(NAD 83)
 LX2483_MARKER: DD = SURVEY DISK
 LX2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2483_SP_SET: CONCRETE POST
 LX2483_STAMPING: 1522
 LX2483_MARK LOGO: CTGS  
 LX2483_PROJECTION: FLUSH
 LX2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2483+STABILITY: SURFACE MOTION
 LX2483
 LX2483  HISTORY     - Date     Condition        Report By
 LX2483  HISTORY     - 1936     MONUMENTED       CTGS
 LX2483  HISTORY     - 1985     GOOD             NGS
 LX2483  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 LX2483
 LX2483                          STATION DESCRIPTION
 LX2483
 LX2483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2483'IN WATERVILLE.
 LX2483'IN WATERVILLE, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF HOMER STREET
 LX2483'AND THOMASTON AVENUE, 9.14 METERS (30.0 FT) EAST OF THE CENTERLINE OF
 LX2483'THE AVENUE, 12.19 METERS (40.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX2483'STREET, 1.68 METERS (5.5 FT) SOUTH OF A PEDESTRIAN CONTROL LIGHT.
 LX2483'THE MARK IS 0.2 M ABOVE AVENUE.
 LX2483
 LX2483                          STATION RECOVERY (1997)
 LX2483
 LX2483'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2767 ***********************************************************************
 LX2767  DESIGNATION -  1532
 LX2767  PID         -  LX2767
 LX2767  STATE/COUNTY-  CT/HARTFORD
 LX2767  USGS QUAD   -  BRISTOL (1984)
 LX2767
 LX2767                         *CURRENT SURVEY CONTROL
 LX2767  ___________________________________________________________________
 LX2767* NAD 83(1986)-  41 44 29.     (N)    072 53 28.     (W)     SCALED    
 LX2767* NAVD 88     -       107.765  (meters)     353.56   (feet)  ADJUSTED  
 LX2767  ___________________________________________________________________
 LX2767  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2767  DYNAMIC HT  -         107.733 (meters)     353.45  (feet)  COMP
 LX2767  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 LX2767
 LX2767  VERT ORDER  -  FIRST     CLASS II
 LX2767
 LX2767.The horizontal coordinates were scaled from a topographic map and have
 LX2767.an estimated accuracy of +/- 6 seconds.
 LX2767
 LX2767.The orthometric height was determined by differential leveling
 LX2767.and adjusted by the National Geodetic Survey in June 1991..
 LX2767
 LX2767.The geoid height was determined by GEOID03.
 LX2767
 LX2767.The dynamic height is computed by dividing the NAVD 88
 LX2767.geopotential number by the normal gravity value computed on the
 LX2767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2767.degrees latitude (g = 980.6199 gals.).
 LX2767
 LX2767.The modeled gravity was interpolated from observed gravity values.
 LX2767
 LX2767;                    North         East    Units  Estimated Accuracy
 LX2767;SPC CT       -   253,260.      293,060.      MT  (+/- 180 meters Scaled)
 LX2767
 LX2767                          SUPERSEDED SURVEY CONTROL
 LX2767
 LX2767.No superseded survey control is available for this station.
 LX2767
 LX2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM753232(NAD 83)
 LX2767_MARKER: DD = SURVEY DISK
 LX2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2767_SP_SET: CONCRETE POST
 LX2767_STAMPING: 1532
 LX2767_MARK LOGO: CTGS  
 LX2767_PROJECTION: RECESSED 5 CENTIMETERS
 LX2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2767+STABILITY: SURFACE MOTION
 LX2767
 LX2767  HISTORY     - Date     Condition        Report By
 LX2767  HISTORY     - 1936     MONUMENTED       CTGS
 LX2767  HISTORY     - 1985     GOOD             NGS
 LX2767
 LX2767                          STATION DESCRIPTION
 LX2767
 LX2767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2767'4.1 KM (2.55 MI) NORTH FROM FARMINGTON.
 LX2767'4.1 KM (2.55 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2767'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE LEFT, IN A CURVE TO
 LX2767'THE RIGHT, ALSO 1.8 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 177 FROM
 LX2767'THE JUNCTION OF STATE HIGHWAY 4 IN UNIONVILLE, 13.26 METERS (43.5 FT)
 LX2767'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.67 METERS (35.0 FT)
 LX2767'NORTH OF UTILITY POLE 721 WITH TWO GUY WIRES.
 LX2767'THE MARK IS 0.20 METERS  SE FROM  A WITNESS POST
 LX2767'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2758 ***********************************************************************
 LX2758  DESIGNATION -  1533
 LX2758  PID         -  LX2758
 LX2758  STATE/COUNTY-  CT/HARTFORD
 LX2758  USGS QUAD   -  BRISTOL (1984)
 LX2758
 LX2758                         *CURRENT SURVEY CONTROL
 LX2758  ___________________________________________________________________
 LX2758* NAD 83(1986)-  41 41 58.     (N)    072 52 39.     (W)     SCALED    
 LX2758* NAVD 88     -        80.054  (meters)     262.64   (feet)  ADJUSTED  
 LX2758  ___________________________________________________________________
 LX2758  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2758  DYNAMIC HT  -          80.031 (meters)     262.57  (feet)  COMP
 LX2758  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 LX2758
 LX2758  VERT ORDER  -  FIRST     CLASS II
 LX2758
 LX2758.The horizontal coordinates were scaled from a topographic map and have
 LX2758.an estimated accuracy of +/- 6 seconds.
 LX2758
 LX2758.The orthometric height was determined by differential leveling
 LX2758.and adjusted by the National Geodetic Survey in June 1991..
 LX2758
 LX2758.The geoid height was determined by GEOID03.
 LX2758
 LX2758.The dynamic height is computed by dividing the NAVD 88
 LX2758.geopotential number by the normal gravity value computed on the
 LX2758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2758.degrees latitude (g = 980.6199 gals.).
 LX2758
 LX2758.The modeled gravity was interpolated from observed gravity values.
 LX2758
 LX2758;                    North         East    Units  Estimated Accuracy
 LX2758;SPC CT       -   248,600.      294,190.      MT  (+/- 180 meters Scaled)
 LX2758
 LX2758                          SUPERSEDED SURVEY CONTROL
 LX2758
 LX2758.No superseded survey control is available for this station.
 LX2758
 LX2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM766185(NAD 83)
 LX2758_MARKER: DD = SURVEY DISK
 LX2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2758_SP_SET: CONCRETE POST
 LX2758_STAMPING: 1533
 LX2758_MARK LOGO: CTGS  
 LX2758_PROJECTION: RECESSED 5 CENTIMETERS
 LX2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2758+STABILITY: SURFACE MOTION
 LX2758
 LX2758  HISTORY     - Date     Condition        Report By
 LX2758  HISTORY     - 1936     MONUMENTED       CTGS
 LX2758  HISTORY     - 1985     GOOD             NGS
 LX2758
 LX2758                          STATION DESCRIPTION
 LX2758
 LX2758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2758'0.8 KM (0.5 MI) SOUTH FROM FARMINGTON.
 LX2758'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2758'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE LEFT, 0.2 KM (0.1 MI)
 LX2758'NORTH OF THE FARMINGTON - PLAINVILLE TOWN LINE, 6.06 METERS (19.9 FT)
 LX2758'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 33.83 METERS (111.0 FT)
 LX2758'NORTH-NORTHEAST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING TO
 LX2758'FARMINGTON CHASE (PRIVATE), 13.11 METERS (43.0 FT) SOTH-SOUTHWEST OF A
 LX2758'GRAVEL DRIVE LEADING TO A ONE STORY FRAME HOUSE, NUMBER 887, OWNED BY
 LX2758'MR. H. JURGILEWICZ, 10.91 METERS (35.8 FT) NORTH-NORTHEAST OF THE
 LX2758'CENTER OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 LX2758'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2757 ***********************************************************************
 LX2757  DESIGNATION -  1534
 LX2757  PID         -  LX2757
 LX2757  STATE/COUNTY-  CT/HARTFORD
 LX2757  USGS QUAD   -  BRISTOL (1984)
 LX2757
 LX2757                         *CURRENT SURVEY CONTROL
 LX2757  ___________________________________________________________________
 LX2757* NAD 83(1986)-  41 41 42.     (N)    072 52 39.     (W)     SCALED    
 LX2757* NAVD 88     -        75.731  (meters)     248.46   (feet)  ADJUSTED  
 LX2757  ___________________________________________________________________
 LX2757  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX2757  DYNAMIC HT  -          75.709 (meters)     248.39  (feet)  COMP
 LX2757  MODELED GRAV-     980,326.3   (mgal)                       NAVD 88
 LX2757
 LX2757  VERT ORDER  -  FIRST     CLASS II
 LX2757
 LX2757.The horizontal coordinates were scaled from a topographic map and have
 LX2757.an estimated accuracy of +/- 6 seconds.
 LX2757
 LX2757.The orthometric height was determined by differential leveling
 LX2757.and adjusted by the National Geodetic Survey in June 1991..
 LX2757
 LX2757.The geoid height was determined by GEOID03.
 LX2757
 LX2757.The dynamic height is computed by dividing the NAVD 88
 LX2757.geopotential number by the normal gravity value computed on the
 LX2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2757.degrees latitude (g = 980.6199 gals.).
 LX2757
 LX2757.The modeled gravity was interpolated from observed gravity values.
 LX2757
 LX2757;                    North         East    Units  Estimated Accuracy
 LX2757;SPC CT       -   248,100.      294,190.      MT  (+/- 180 meters Scaled)
 LX2757
 LX2757                          SUPERSEDED SURVEY CONTROL
 LX2757
 LX2757.No superseded survey control is available for this station.
 LX2757
 LX2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM766180(NAD 83)
 LX2757_MARKER: DD = SURVEY DISK
 LX2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2757_SP_SET: CONCRETE POST
 LX2757_STAMPING: 1534
 LX2757_MARK LOGO: CTGS  
 LX2757_PROJECTION: RECESSED 7 CENTIMETERS
 LX2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2757+STABILITY: SURFACE MOTION
 LX2757
 LX2757  HISTORY     - Date     Condition        Report By
 LX2757  HISTORY     - 1936     MONUMENTED       CTGS
 LX2757  HISTORY     - 1985     GOOD             NGS
 LX2757
 LX2757                          STATION DESCRIPTION
 LX2757
 LX2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2757'1.3 KM (0.8 MI) SOUTH FROM FARMINGTON.
 LX2757'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2757'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE RIGHT, AT THE EDGE OF
 LX2757'A BITUMINOUS DRIVE LEADING TO A ONE STORY FRAME HOUSE, NUMBER 242, AND
 LX2757'NORTH OF THE JUNCTION OF PROVENCHER DRIVE, 5.06 METERS (16.6 FT)
 LX2757'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 51.82 METERS (170.0 FT)
 LX2757'NORTH-NORTHEAST OF THE EXTENDED CENTER OF PROVENCHER DRIVE, 2.89
 LX2757'METERS (9.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE DRIVE TO THE
 LX2757'HOUSE, 1.92 METERS (6.3 FT) NORTH-NORTHEAST OF UTILITY POLE 54008 WITH
 LX2757'TRANSFORMER, 0.15 METER (0.5 FT) SOUTH-SOUTHWEST OF THE EDGE OF THE
 LX2757'DRIVE.
 LX2757'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6876 ***********************************************************************
 LX6876  DESIGNATION -  154
 LX6876  PID         -  LX6876
 LX6876  STATE/COUNTY-  CT/MIDDLESEX
 LX6876  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6876
 LX6876                         *CURRENT SURVEY CONTROL
 LX6876  ___________________________________________________________________
 LX6876* NAD 83(1996)-  41 32 48.65179(N)    072 33 00.78316(W)     ADJUSTED  
 LX6876* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX6876  ___________________________________________________________________
 LX6876  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LX6876  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6876
 LX6876  HORZ ORDER  -  THIRD
 LX6876
 LX6876.The horizontal coordinates were established by classical geodetic methods
 LX6876.and adjusted by the National Geodetic Survey in August 1998..
 LX6876
 LX6876.The orthometric height was scaled from a topographic map.
 LX6876
 LX6876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6876
 LX6876.The geoid height was determined by GEOID03.
 LX6876
 LX6876;                    North         East     Units Scale Factor Converg.
 LX6876;SPC CT       -   231,661.347   321,469.357   MT  0.99998317   +0 07 56.9
 LX6876;SPC CT       -   760,042.27  1,054,687.38   sFT  0.99998317   +0 07 56.9
 LX6876;UTM  18      - 4,602,363.282   704,325.811   MT  1.00011380   +1 37 31.2
 LX6876
 LX6876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6876!SPC CT       -   1.00000236  x   0.99998317  =   0.99998553
 LX6876!UTM  18      -   1.00000236  x   1.00011380  =   1.00011616
 LX6876
 LX6876:                Primary Azimuth Mark                     Grid Az
 LX6876:SPC CT       -  TAYLORS TOWER                            314 13 09.8
 LX6876:UTM  18      -  TAYLORS TOWER                            312 43 35.5
 LX6876
 LX6876|---------------------------------------------------------------------|
 LX6876| PID    Reference Object                     Distance      Geod. Az  |
 LX6876|                                                           dddmmss.s |
 LX6876| LX6850 TAYLORS TOWER                       APPROX. 1.8 KM 3142106.7 |
 LX6876| CZ6879 154 RM 1                                           35042     |
 LX6876|---------------------------------------------------------------------|
 LX6876
 LX6876                          SUPERSEDED SURVEY CONTROL
 LX6876
 LX6876  NAD 83(1992)-  41 32 48.65110(N)    072 33 00.78305(W) AD(       ) 3
 LX6876  NAD 83(1986)-  41 32 48.65293(N)    072 33 00.78532(W) AD(       ) 3
 LX6876  NAD 27      -  41 32 48.29500(N)    072 33 02.46200(W) AD(       ) 3
 LX6876
 LX6876.Superseded values are not recommended for survey control.
 LX6876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6876.See file dsdata.txt to determine how the superseded data were derived.
 LX6876
 LX6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0432602363(NAD 83)
 LX6876
 LX6876  HISTORY     - Date     Condition        Report By
 LX6876  HISTORY     - 1934     MONUMENTED       CGS
 LX6876  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6876  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6876  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 LX6876
 LX6876                          STATION DESCRIPTION
 LX6876
 LX6876'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6876'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS U.S. ARMY
 LX6876'IN 1909.  IT IS ON THE THIRD ROCKY POINT S OF MIDDLE HADDAM
 LX6876'LANDING.  6 METERS S OF THE STATION A PROPERTY LINE FENCE ENDS IN
 LX6876'A CLUMP OF DEAD CHESTNUT TREES ABOVE A CLEFT DIVIDING THE FACE OF
 LX6876'THE LEDGE.  THE STATION IS ABOUT 1.2 METERS E OF THE EDGE OF AN
 LX6876'8-FOOT DROP TO THE RIVER AND 0.8 METER W OF THE DIRT LINE.
 LX6876'
 LX6876'STATION IS MARKED BY A BRASS PLUG PROJECTING 1 INCH ABOVE THE
 LX6876'LEDGE AND MARKED BY U.S.154 IN THE TOP.
 LX6876'
 LX6876'ONE STANDARD REFERENCE MARK WAS ESTABLISHED.  REFERENCE MARK NO.1
 LX6876'IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX6876'NOTE 12A.  IT IS A LITTLE LOWER THAN THE STATION ON A SHELF SW OF
 LX6876'A 3-FOOT FACE OF THE LEDGE, BEARING N 5 DEG E (MAGNETIC).
 LX6876'
 LX6876'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6876'
 LX6876'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6876
 LX6876                          STATION RECOVERY (1948)
 LX6876
 LX6876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6876'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6876'IS ADEQUATE.  STATION IS 2.2 METERS FROM THE MEAN HIGH-WATER LINE.
 LX6876
 LX6876                          STATION RECOVERY (1969)
 LX6876
 LX6876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6876'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 LX6876'CONDITION.  THE STATION MARK IS A BRASS PLUG, STAMPED U.S. 154, IN
 LX6876'A HALF INCH PIPE WHICH IS EMBEDDED IN A GRANITE ROCK.  THE
 LX6876'REFERENCE MARK IS A STANDARD DISK STAMPED U.S.E. 154 1909-1934.
 LX6876'
 LX6876'THE STATION WAS RECOVERED BY BOAT.  THE ORIGINAL DESCRIPTION
 LX6876'IS ADEQUATE.
 LX6876
 LX6876                          STATION RECOVERY (1997)
 LX6876
 LX6876'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7238 ***********************************************************************
 LX7238  DESIGNATION -  1548
 LX7238  PID         -  LX7238
 LX7238  STATE/COUNTY-  CT/HARTFORD
 LX7238  USGS QUAD   -  TARIFFVILLE (1984)
 LX7238
 LX7238                         *CURRENT SURVEY CONTROL
 LX7238  ___________________________________________________________________
 LX7238* NAD 83(1996)-  41 55 46.     (N)    072 47 24.     (W)     SCALED    
 LX7238* NAVD 88     -        65.52   (+/-2cm)     215.0    (feet)  VERTCON   
 LX7238  ___________________________________________________________________
 LX7238  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX7238
 LX7238  VERT ORDER  -  THIRD ? (See Below)
 LX7238
 LX7238.The horizontal coordinates were scaled from a topographic map and have
 LX7238.an estimated accuracy of +/- 6 seconds.
 LX7238
 LX7238.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7238.The vertical order pertains to the NGVD 29 superseded value.
 LX7238
 LX7238.The geoid height was determined by GEOID03.
 LX7238
 LX7238;                    North         East    Units  Estimated Accuracy
 LX7238;SPC CT       -   274,140.      301,480.      MT  (+/- 180 meters Scaled)
 LX7238
 LX7238                          SUPERSEDED SURVEY CONTROL
 LX7238
 LX7238  NGVD 29 (07/19/86)   65.75   (m)          215.7    (f) LEVELING    3  
 LX7238
 LX7238.Superseded values are not recommended for survey control.
 LX7238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7238.See file dsdata.txt to determine how the superseded data were derived.
 LX7238
 LX7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM832443(NAD 83)
 LX7238_MARKER: DD = SURVEY DISK
 LX7238_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7238_SP_SET: PREFABRICATED CONCRETE POST
 LX7238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7238+STABILITY: SURFACE MOTION
 LX7238
 LX7238  HISTORY     - Date     Condition        Report By
 LX7238  HISTORY     - 1979     MONUMENTED       CTGS
 LX7238
 LX7238                          STATION DESCRIPTION
 LX7238
 LX7238'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX7238'THE STATION IS LOCATED ABOUT
 LX7238'4 MILES NORTHEAST OF SIMSBURY, 3-1/4 MILES SOUTHWEST OF EAST
 LX7238'GRANBY AND 1-3/4 MILES SOUTH OF GRANBY.
 LX7238'
 LX7238'TO REACH THE STATION FROM GRANBY AT THE INTERSECTION OF
 LX7238'CONNECTICUT ROUTE 20 (GRANBY ROAD) AND CONNECTICUT ROUTE 10
 LX7238'AND U.S ROUTE 202 (SALMON BROOK STREET), PROCEED
 LX7238'SOUTHERLY ON CONNECTICUT ROUTE 10 AND U.S ROUTE 202 FOR
 LX7238'1.85 MILES TO THE STATION ON THE LEFT,EAST.
 LX7238'
 LX7238'THE STATION IS A STANDARD CTGS DISK
 LX7238'STAMPED---1548---,
 LX7238'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7238'RECESSED 13 CM BELOW THE GROUND.  IT IS LOCATED
 LX7238'183 FEET SOUTH FROM THE CENTERLINE OF FLOYDVILLE ROAD,
 LX7238'120.3 FEET SOUTH FROM HARTFORD ELECTRIC LIGHT AND COMPANY POLE
 LX7238'26,
 LX7238'17 FEET EAST-SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7238'10 AND U.S ROUTE 202 AND
 LX7238'3.5 FEET WEST FROM HARTFORD ELECTRIC LIGHT AND COMPANY POLE 25.
 LX7238'
 LX7238'REFERENCE MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7238'STAMPED---REFERENCE STATION NO.1---,
 LX7238'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7238'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7238'197 FEET SOUTH FROM THE CENTERLINE OF FLOYDVILLE ROAD,
 LX7238'99.5 FEET NORTH-NORTHEAST FROM HARTFORD ELECTRIC LIGHT COMPANY
 LX7238'POLE 24,
 LX7238'25 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 10 AND U.
 LX7238'U.S.ROUTE 202 AND
 LX7238'14.8 FEET SOUTH FROM HARTFORD ELECTRIC LIGHT AND COMPANY POLE
 LX7238'25.
 LX7238'MARK IS LEVEL WITH STATION.
 LX7238'
 LX7238'REFERENCE MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7238'STAMPED---REFERENCE MARK NO.2---,
 LX7238'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7238'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7238'107.5 FEET NORTH FROM HARTFORD ELECTRIC LIGHT AND COMPANY POLE
 LX7238'24,
 LX7238'47 FEET SOUTH-SOUTHWEST FROM THE CENTERLINE OF A BITUMINOUS
 LX7238'DRIVE ,
 LX7238'43.0 FEET WEST FROM HARTFORD ELECTRIC LIGHT AND COMPANY POLE 25
 LX7238'AND
 LX7238'20 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 10 AND
 LX7238'U.S.ROUTE 202.
 LX7238'MARK IS ABOVE STATION 0.15 METERS.
 LX7238'
 LX7238'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON
 LX7238'PIN---NO STAMPING---,
 LX7238'2 CM ON A SIDE AND 121 CM LONG.
 LX7238'THE TOP IS DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
 LX7238'IT IS LOCATED
 LX7238'166 FEET SOUTH FROM THE CENTERLINE OF FLOYDVILLE ROAD,
 LX7238'103.3 FEET NORTHEAST FROM HARTFORD ELECTRIC LIGHT AND COMPANY
 LX7238'POLE 26,
 LX7238'27 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 10 AND
 LX7238'U.S.ROUTE 202 AND
 LX7238'17.5 FEET NORTHEAST FROM HARTFORD ELECTRIC LIGHT AND COMPANY
 LX7238'POLE 25.
 LX7238'MARK IS LEVEL WITH STATION.
 LX7238'
 LX7238'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7238'STAMPED---1547X---,
 LX7238'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7238'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7238'82 FEET NORTH FROM THE CENTERLINE OF BUTLERS ROAD,
 LX7238'69.8 FEET SOUTHWEST FROM HARTFORD ELECTRIC LIGHT AND COMPANY
 LX7238'POLE 5,
 LX7238'29 FEET SOUTH FROM THE CENTERLINE OF A GRAVEL DRIVE AND
 LX7238'21 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 10 AND
 LX7238'U.S.ROUTE 202.
 LX7238'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY
 LX7238'ALONG CONNECTICUT ROUTE 10 AND U.S.ROUTE 202 FOR 0.54 MILES
 LX7238'TO THE STATION ON THE RIGHT,WEST.
 LX7238'
 LX7238'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7238'STAMPED---5645---,
 LX7238'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7238'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7238'101.1 FEET NORTH FROM HARTFORD ELECTRIC LIGHT AND COMPANY POLE
 LX7238'34,
 LX7238'51.2 FEET EAST-SOUTHEAST FROM HARTFORD ELECTRIC LIGHT AND
 LX7238'COMPANY POLE 35 AND
 LX7238'22 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 10 AND
 LX7238'U.S.ROUTE 202.
 LX7238'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY
 LX7238'ALONG CONNECTICUT ROUTE 10 AND U.S.ROUTE 202 FOR 0.23 MILES TO
 LX7238'THE STATION ON THE RIGHT,EAST.
 LX7238'
 LX7238'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7238'
 LX7238'DESCRIBED BY R.JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2032 ***********************************************************************
 LX2032  DESIGNATION -  1550
 LX2032  PID         -  LX2032
 LX2032  STATE/COUNTY-  CT/HARTFORD
 LX2032  USGS QUAD   -  TARIFFVILLE (1984)
 LX2032
 LX2032                         *CURRENT SURVEY CONTROL
 LX2032  ___________________________________________________________________
 LX2032* NAD 83(1986)-  41 57 12.     (N)    072 47 22.     (W)     SCALED    
 LX2032* NAVD 88     -        63.945  (meters)     209.79   (feet)  ADJUSTED  
 LX2032  ___________________________________________________________________
 LX2032  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LX2032  DYNAMIC HT  -          63.927 (meters)     209.73  (feet)  COMP
 LX2032  MODELED GRAV-     980,340.9   (mgal)                       NAVD 88
 LX2032
 LX2032  VERT ORDER  -  FIRST     CLASS II
 LX2032
 LX2032.The horizontal coordinates were scaled from a topographic map and have
 LX2032.an estimated accuracy of +/- 6 seconds.
 LX2032
 LX2032.The orthometric height was determined by differential leveling
 LX2032.and adjusted by the National Geodetic Survey in June 1991..
 LX2032
 LX2032.The geoid height was determined by GEOID03.
 LX2032
 LX2032.The dynamic height is computed by dividing the NAVD 88
 LX2032.geopotential number by the normal gravity value computed on the
 LX2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2032.degrees latitude (g = 980.6199 gals.).
 LX2032
 LX2032.The modeled gravity was interpolated from observed gravity values.
 LX2032
 LX2032;                    North         East    Units  Estimated Accuracy
 LX2032;SPC CT       -   276,790.      301,530.      MT  (+/- 180 meters Scaled)
 LX2032
 LX2032                          SUPERSEDED SURVEY CONTROL
 LX2032
 LX2032.No superseded survey control is available for this station.
 LX2032
 LX2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM832469(NAD 83)
 LX2032_MARKER: DD = SURVEY DISK
 LX2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2032_SP_SET: CONCRETE POST
 LX2032_STAMPING: 1550
 LX2032_MARK LOGO: CTGS  
 LX2032_PROJECTION: RECESSED 15 CENTIMETERS
 LX2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2032+STABILITY: SURFACE MOTION
 LX2032
 LX2032  HISTORY     - Date     Condition        Report By
 LX2032  HISTORY     - UNK      MONUMENTED       CTGS
 LX2032  HISTORY     - 1984     GOOD             NGS
 LX2032
 LX2032                          STATION DESCRIPTION
 LX2032
 LX2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2032'IN GRANBY.
 LX2032'IN GRANBY, AT THE JUNCTION OF U.S. HIGHWAY 202, STATE HIGHWAYS 10 AND
 LX2032'20, ON THE WEST SIDE OF THE CITY SQUARE, 35.72 METERS (117.2 FT)
 LX2032'SOUTHWEST OF THE SOUTHEAST CORNER OF THE GRANITE SOLDIERS MONUMENT
 LX2032'INSCRIBED ANDERSONVILLE, 7.31 METERS (24.0 FT) EAST OF THE SOUTHWEST
 LX2032'CORNER OF A TENNIS COURT, 20.90 METERS (68.6 FT) NORTH-NORTHWEST OF
 LX2032'POWER POLE 1388, 2.62 METERS (8.6 FT) EAST OF THE EAST CURB OF HIGHWAY
 LX2032'202 AND 10.
 LX2032'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX2032'THE MARK IS 0.18 M ABOVE HIGHWAY 202,10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2659 ***********************************************************************
 LX2659  DESIGNATION -  156 CTGS
 LX2659  PID         -  LX2659
 LX2659  STATE/COUNTY-  CT/NEW HAVEN
 LX2659  USGS QUAD   -  GUILFORD (1984)
 LX2659
 LX2659                         *CURRENT SURVEY CONTROL
 LX2659  ___________________________________________________________________
 LX2659* NAD 83(1986)-  41 21 30.     (N)    072 38 17.     (W)     SCALED    
 LX2659* NAVD 88     -        96.960  (meters)     318.11   (feet)  ADJUSTED  
 LX2659  ___________________________________________________________________
 LX2659  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX2659  DYNAMIC HT  -          96.927 (meters)     318.00  (feet)  COMP
 LX2659  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LX2659
 LX2659  VERT ORDER  -  FIRST     CLASS II
 LX2659
 LX2659.The horizontal coordinates were scaled from a topographic map and have
 LX2659.an estimated accuracy of +/- 6 seconds.
 LX2659
 LX2659.The orthometric height was determined by differential leveling
 LX2659.and adjusted by the National Geodetic Survey in June 1991..
 LX2659
 LX2659.The geoid height was determined by GEOID03.
 LX2659
 LX2659.The dynamic height is computed by dividing the NAVD 88
 LX2659.geopotential number by the normal gravity value computed on the
 LX2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2659.degrees latitude (g = 980.6199 gals.).
 LX2659
 LX2659.The modeled gravity was interpolated from observed gravity values.
 LX2659
 LX2659;                    North         East    Units  Estimated Accuracy
 LX2659;SPC CT       -   210,710.      314,170.      MT  (+/- 180 meters Scaled)
 LX2659
 LX2659                          SUPERSEDED SURVEY CONTROL
 LX2659
 LX2659.No superseded survey control is available for this station.
 LX2659
 LX2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL975812(NAD 83)
 LX2659_MARKER: DD = SURVEY DISK
 LX2659_SETTING: 66 = SET IN ROCK OUTCROP
 LX2659_SP_SET: ROCK OUTCROP
 LX2659_STAMPING: 156
 LX2659_MARK LOGO: CTGS  
 LX2659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2659+STABILITY: POSITION/ELEVATION WELL
 LX2659
 LX2659  HISTORY     - Date     Condition        Report By
 LX2659  HISTORY     - 1935     MONUMENTED       CTGS
 LX2659  HISTORY     - 1985     GOOD             NGS
 LX2659  HISTORY     - 19910413 GOOD             USPSQD
 LX2659  HISTORY     - 19950728 GOOD             USPSQD
 LX2659
 LX2659                          STATION DESCRIPTION
 LX2659
 LX2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2659'IN NORTH MADISON.
 LX2659'IN NORTH MADISON, ALONG STATE HIGHWAY 79, 0.1 KM (0.05 MI) SOUTH OF
 LX2659'THE JUNCTION OF STATE HIGHWAY 80, IN TOP OF A ROCK OUTCROP IN THE
 LX2659'FRONT LAWN OF THE NORTH MADISON CONGREGATIONAL CHURCH, 19.05 METERS
 LX2659'(62.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 18.71 METERS (61.4
 LX2659'FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH CONCRETE WALL OF
 LX2659'THE STEPS TO THE CHURCH, 16.25 METERS (53.3 FT) SOUTHEAST OF THE
 LX2659'NORTHEAST CORNER OF THE NORTH CONCRETE WALL OF THE STEPS TO THE
 LX2659'CHURCH, 3.51 METERS (11.5 FT) SOUTH OF A FLAG POLE.
 LX2659'THE MARK IS 1.5 M ABOVE HIGHWAY.
 LX2659
 LX2659                          STATION RECOVERY (1991)
 LX2659
 LX2659'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2659'RECOVERED IN GOOD CONDITION.
 LX2659
 LX2659                          STATION RECOVERY (1995)
 LX2659
 LX2659'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0395 ***********************************************************************
 LX0395  DESIGNATION -  156 T OF NH
 LX0395  PID         -  LX0395
 LX0395  STATE/COUNTY-  CT/NEW HAVEN
 LX0395  USGS QUAD   -  NEW HAVEN (1984)
 LX0395
 LX0395                         *CURRENT SURVEY CONTROL
 LX0395  ___________________________________________________________________
 LX0395* NAD 83(1986)-  41 17 27.     (N)    072 53 44.     (W)     SCALED    
 LX0395* NAVD 88     -        14.294  (meters)      46.90   (feet)  ADJUSTED  
 LX0395  ___________________________________________________________________
 LX0395  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0395  DYNAMIC HT  -          14.289 (meters)      46.88  (feet)  COMP
 LX0395  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 LX0395
 LX0395  VERT ORDER  -  FIRST     CLASS I
 LX0395
 LX0395.The horizontal coordinates were scaled from a topographic map and have
 LX0395.an estimated accuracy of +/- 6 seconds.
 LX0395
 LX0395.The orthometric height was determined by differential leveling
 LX0395.and adjusted by the National Geodetic Survey in June 1991..
 LX0395
 LX0395.The geoid height was determined by GEOID03.
 LX0395
 LX0395.The dynamic height is computed by dividing the NAVD 88
 LX0395.geopotential number by the normal gravity value computed on the
 LX0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0395.degrees latitude (g = 980.6199 gals.).
 LX0395
 LX0395.The modeled gravity was interpolated from observed gravity values.
 LX0395
 LX0395;                    North         East    Units  Estimated Accuracy
 LX0395;SPC CT       -   203,220.      292,610.      MT  (+/- 180 meters Scaled)
 LX0395
 LX0395                          SUPERSEDED SURVEY CONTROL
 LX0395
 LX0395  NGVD 29 (??/??/92)   14.61   (m)           47.9    (f) COMPUTED    1 1
 LX0395
 LX0395.Superseded values are not recommended for survey control.
 LX0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0395.See file dsdata.txt to determine how the superseded data were derived.
 LX0395
 LX0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL762731(NAD 83)
 LX0395_MARKER: DD = SURVEY DISK
 LX0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0395_STAMPING: NEW HAVEN 156
 LX0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0395+STABILITY: SURFACE MOTION
 LX0395
 LX0395  HISTORY     - Date     Condition        Report By
 LX0395  HISTORY     - UNK      MONUMENTED       CT0430
 LX0395  HISTORY     - 1965     GOOD             NGS
 LX0395
 LX0395                          STATION DESCRIPTION
 LX0395
 LX0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0395'AT NEW HAVEN.
 LX0395'AT NEW HAVEN, ABOUT 170 YARDS NORTHWEST OF THE CENTER OF THE
 LX0395'INTERSECTION OF FORBES AVENUE (U.S. HIGHWAY 1), AT THE OUTSIDE
 LX0395'OF A SHARP CURVE, ON THE NORTHWEST SLOPE OF A HILL, 9.9 FEET
 LX0395'SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 7 1/2 FEET NORTHWEST
 LX0395'OF THE NORTHWEST END OF A ROCK CUT, 0.5 FOOT SOUTHWEST OF THE
 LX0395'SOUTHWEST EDGE OF A SIDEWALK AND SET IN THE TOP OF A CONCRETE
 LX0395'POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2568 ***********************************************************************
 LX2568  DESIGNATION -  1560
 LX2568  PID         -  LX2568
 LX2568  STATE/COUNTY-  CT/LITCHFIELD
 LX2568  USGS QUAD   -  ROXBURY (1984)
 LX2568
 LX2568                         *CURRENT SURVEY CONTROL
 LX2568  ___________________________________________________________________
 LX2568* NAD 83(1986)-  41 36 25.     (N)    073 17 11.     (W)     SCALED    
 LX2568* NAVD 88     -       295.799  (meters)     970.47   (feet)  ADJUSTED  
 LX2568  ___________________________________________________________________
 LX2568  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2568  DYNAMIC HT  -         295.698 (meters)     970.14  (feet)  COMP
 LX2568  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LX2568
 LX2568  VERT ORDER  -  FIRST     CLASS II
 LX2568
 LX2568.The horizontal coordinates were scaled from a topographic map and have
 LX2568.an estimated accuracy of +/- 6 seconds.
 LX2568
 LX2568.The orthometric height was determined by differential leveling
 LX2568.and adjusted by the National Geodetic Survey in June 1991..
 LX2568
 LX2568.The geoid height was determined by GEOID03.
 LX2568
 LX2568.The dynamic height is computed by dividing the NAVD 88
 LX2568.geopotential number by the normal gravity value computed on the
 LX2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2568.degrees latitude (g = 980.6199 gals.).
 LX2568
 LX2568.The modeled gravity was interpolated from observed gravity values.
 LX2568
 LX2568;                    North         East    Units  Estimated Accuracy
 LX2568;SPC CT       -   238,460.      260,090.      MT  (+/- 180 meters Scaled)
 LX2568
 LX2568                          SUPERSEDED SURVEY CONTROL
 LX2568
 LX2568.No superseded survey control is available for this station.
 LX2568
 LX2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM427075(NAD 83)
 LX2568_MARKER: DD = SURVEY DISK
 LX2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2568_SP_SET: CONCRETE POST
 LX2568_STAMPING: 1560
 LX2568_MARK LOGO: CTGS  
 LX2568_PROJECTION: FLUSH
 LX2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2568+STABILITY: SURFACE MOTION
 LX2568
 LX2568  HISTORY     - Date     Condition        Report By
 LX2568  HISTORY     - UNK      MONUMENTED       CTGS
 LX2568  HISTORY     - 1985     GOOD             NGS
 LX2568
 LX2568                          STATION DESCRIPTION
 LX2568
 LX2568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2568'4.7 KM (2.95 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2568'4.7 KM (2.95 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2568'WASHINGTON DEPOT TO THE MARK ON THE RIGHT, IN FRONT OF HOUSE 1796,
 LX2568'6.2 METERS (20.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 33.5
 LX2568'METERS (110.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 1.8 METERS (6.0
 LX2568'FT) NORTHWEST OF AN ELM TREE, 1.6 METERS (5.4 FT) WEST OF A ROCK WALL.
 LX2568'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2573 ***********************************************************************
 LX2573  DESIGNATION -  1562
 LX2573  PID         -  LX2573
 LX2573  STATE/COUNTY-  CT/LITCHFIELD
 LX2573  USGS QUAD   -  ROXBURY (1984)
 LX2573
 LX2573                         *CURRENT SURVEY CONTROL
 LX2573  ___________________________________________________________________
 LX2573* NAD 83(1986)-  41 35 03.     (N)    073 15 02.     (W)     SCALED    
 LX2573* NAVD 88     -       125.691  (meters)     412.37   (feet)  ADJUSTED  
 LX2573  ___________________________________________________________________
 LX2573  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2573  DYNAMIC HT  -         125.648 (meters)     412.23  (feet)  COMP
 LX2573  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX2573
 LX2573  VERT ORDER  -  FIRST     CLASS II
 LX2573
 LX2573.The horizontal coordinates were scaled from a topographic map and have
 LX2573.an estimated accuracy of +/- 6 seconds.
 LX2573
 LX2573.The orthometric height was determined by differential leveling
 LX2573.and adjusted by the National Geodetic Survey in June 1991..
 LX2573
 LX2573.The geoid height was determined by GEOID03.
 LX2573
 LX2573.The dynamic height is computed by dividing the NAVD 88
 LX2573.geopotential number by the normal gravity value computed on the
 LX2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2573.degrees latitude (g = 980.6199 gals.).
 LX2573
 LX2573.The modeled gravity was interpolated from observed gravity values.
 LX2573
 LX2573;                    North         East    Units  Estimated Accuracy
 LX2573;SPC CT       -   235,910.      263,060.      MT  (+/- 180 meters Scaled)
 LX2573
 LX2573                          SUPERSEDED SURVEY CONTROL
 LX2573
 LX2573.No superseded survey control is available for this station.
 LX2573
 LX2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM458050(NAD 83)
 LX2573_MARKER: DD = SURVEY DISK
 LX2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2573_SP_SET: CONCRETE POST
 LX2573_STAMPING: 1562
 LX2573_MARK LOGO: CTGS  
 LX2573_PROJECTION: RECESSED 3 CENTIMETERS
 LX2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2573+STABILITY: SURFACE MOTION
 LX2573
 LX2573  HISTORY     - Date     Condition        Report By
 LX2573  HISTORY     - UNK      MONUMENTED       CTGS
 LX2573  HISTORY     - 1985     GOOD             NGS
 LX2573
 LX2573                          STATION DESCRIPTION
 LX2573
 LX2573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2573'5.7 KM (3.55 MI) NORTH FROM WOODBURY.
 LX2573'5.7 KM (3.55 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 LX2573'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE LEFT, 6.4 METERS (21.0
 LX2573'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 30.4 METERS (100.0 FT)
 LX2573'SOUTH-SOUTHEAST OF THE CENTERLINE OF PAINTER HILL ROAD, 19.5 METERS
 LX2573'(64.3 FT) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE.
 LX2573'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0396 ***********************************************************************
 LX0396  DESIGNATION -  157 T OF NH
 LX0396  PID         -  LX0396
 LX0396  STATE/COUNTY-  CT/NEW HAVEN
 LX0396  USGS QUAD   -  NEW HAVEN (1984)
 LX0396
 LX0396                         *CURRENT SURVEY CONTROL
 LX0396  ___________________________________________________________________
 LX0396* NAD 83(1986)-  41 17 25.     (N)    072 53 39.     (W)     SCALED    
 LX0396* NAVD 88     -        18.949  (meters)      62.17   (feet)  ADJUSTED  
 LX0396  ___________________________________________________________________
 LX0396  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0396  DYNAMIC HT  -          18.943 (meters)      62.15  (feet)  COMP
 LX0396  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 LX0396
 LX0396  VERT ORDER  -  FIRST     CLASS I
 LX0396
 LX0396.The horizontal coordinates were scaled from a topographic map and have
 LX0396.an estimated accuracy of +/- 6 seconds.
 LX0396
 LX0396.The orthometric height was determined by differential leveling
 LX0396.and adjusted by the National Geodetic Survey in June 1991..
 LX0396
 LX0396.The geoid height was determined by GEOID03.
 LX0396
 LX0396.The dynamic height is computed by dividing the NAVD 88
 LX0396.geopotential number by the normal gravity value computed on the
 LX0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0396.degrees latitude (g = 980.6199 gals.).
 LX0396
 LX0396.The modeled gravity was interpolated from observed gravity values.
 LX0396
 LX0396;                    North         East    Units  Estimated Accuracy
 LX0396;SPC CT       -   203,160.      292,730.      MT  (+/- 180 meters Scaled)
 LX0396
 LX0396                          SUPERSEDED SURVEY CONTROL
 LX0396
 LX0396  NGVD 29 (??/??/92)   19.27   (m)           63.2    (f) COMPUTED    1 1
 LX0396
 LX0396.Superseded values are not recommended for survey control.
 LX0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0396.See file dsdata.txt to determine how the superseded data were derived.
 LX0396
 LX0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL763731(NAD 83)
 LX0396_MARKER: DD = SURVEY DISK
 LX0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0396_STAMPING: NEW HAVEN 157
 LX0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0396+STABILITY: SURFACE MOTION
 LX0396
 LX0396  HISTORY     - Date     Condition        Report By
 LX0396  HISTORY     - UNK      MONUMENTED       CT0430
 LX0396  HISTORY     - 1965     GOOD             NGS
 LX0396
 LX0396                          STATION DESCRIPTION
 LX0396
 LX0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0396'AT NEW HAVEN.
 LX0396'AT NEW HAVEN, AT THE INTERSECTION OF FORBES AVENUE (U.S. HIGHWAY
 LX0396'1) AND WOODWARD AVENUE, 3 FEET SOUTH OF THE SOUTH CURB OF THE
 LX0396'HIGHWAY, 4.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF WOODWARD
 LX0396'AVENUE, 0.9 FOOT SOUTH OF THE CIRCLED CURB BETWEEN THE TWO
 LX0396'AVENUES, AND ABOUT LEVEL WITH THE AVENUES, SET IN THE TOP OF A
 LX0396'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0786 ***********************************************************************
 LX0786  DESIGNATION -  16
 LX0786  PID         -  LX0786
 LX0786  STATE/COUNTY-  CT/FAIRFIELD
 LX0786  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0786
 LX0786                         *CURRENT SURVEY CONTROL
 LX0786  ___________________________________________________________________
 LX0786* NAD 83(1986)-  41 06 16.     (N)    073 25 07.     (W)     SCALED    
 LX0786* NAVD 88     -         8.385  (meters)      27.51   (feet)  ADJUSTED  
 LX0786  ___________________________________________________________________
 LX0786  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX0786  DYNAMIC HT  -           8.383 (meters)      27.50  (feet)  COMP
 LX0786  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 LX0786
 LX0786  VERT ORDER  -  FIRST     CLASS I
 LX0786
 LX0786.The horizontal coordinates were scaled from a topographic map and have
 LX0786.an estimated accuracy of +/- 6 seconds.
 LX0786
 LX0786.The orthometric height was determined by differential leveling
 LX0786.and adjusted by the National Geodetic Survey in June 1991..
 LX0786.WARNING-Repeat measurements at this control monument indicate possible
 LX0786.vertical movement.
 LX0786
 LX0786.The geoid height was determined by GEOID03.
 LX0786
 LX0786.The dynamic height is computed by dividing the NAVD 88
 LX0786.geopotential number by the normal gravity value computed on the
 LX0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0786.degrees latitude (g = 980.6199 gals.).
 LX0786
 LX0786.The modeled gravity was interpolated from observed gravity values.
 LX0786
 LX0786;                    North         East    Units  Estimated Accuracy
 LX0786;SPC CT       -   182,730.      248,640.      MT  (+/- 180 meters Scaled)
 LX0786
 LX0786                          SUPERSEDED SURVEY CONTROL
 LX0786
 LX0786.No superseded survey control is available for this station.
 LX0786
 LX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327515(NAD 83)
 LX0786_MARKER: DD = SURVEY DISK
 LX0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0786_STAMPING: 16
 LX0786_MARK LOGO: CTGS  
 LX0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0786+STABILITY: SURFACE MOTION
 LX0786
 LX0786  HISTORY     - Date     Condition        Report By
 LX0786  HISTORY     - UNK      MONUMENTED       CTGS
 LX0786  HISTORY     - 1965     GOOD             NGS
 LX0786  HISTORY     - 1983     GOOD             NGS
 LX0786  HISTORY     - 1984     GOOD             NGS
 LX0786  HISTORY     - 1989     POOR             USPSQD
 LX0786
 LX0786                          STATION DESCRIPTION
 LX0786
 LX0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0786'AT SOUTH NORWALK.
 LX0786'AT SOUTH NORWALK, ABOUT 0.35 MILE NORTH ALONG NORTH MAIN STREET
 LX0786'AND WEST AVENUE FROM THE CITY HALL AT SOUTH NORWALK, ABOUT 0.1
 LX0786'MILE SOUTH OF THE OVERPASS OVER THE CONNECTICUT TURNPIKE AND
 LX0786'BENCH MARK V 32 DESCRIBED, AT THE INTERSECTION OF REED STREET
 LX0786'AND WEST AVENUE, 11.5 FEET EAST OF THE EAST CURB OF WEST AVENUE,
 LX0786'8.8 FEET NORTH OF THE NORTH CURB OF REED STREET, SET IN THE TOP
 LX0786'OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 LX0786'GROUND.
 LX0786
 LX0786                          STATION RECOVERY (1983)
 LX0786
 LX0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0786'RECOVERED IN GOOD CONDITION.
 LX0786
 LX0786                          STATION RECOVERY (1984)
 LX0786
 LX0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0786'RECOVERED IN GOOD CONDITION.
 LX0786
 LX0786                          STATION RECOVERY (1989)
 LX0786
 LX0786'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0786'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0633 ***********************************************************************
 LX0633  DESIGNATION -  16 A CU
 LX0633  PID         -  LX0633
 LX0633  STATE/COUNTY-  CT/LITCHFIELD
 LX0633  USGS QUAD   -  LITCHFIELD (1984)
 LX0633
 LX0633                         *CURRENT SURVEY CONTROL
 LX0633  ___________________________________________________________________
 LX0633* NAD 83(1986)-  41 43 51.     (N)    073 13 00.     (W)     SCALED    
 LX0633* NAVD 88     -       277.615  (meters)     910.81   (feet)  ADJUSTED  
 LX0633  ___________________________________________________________________
 LX0633  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX0633  DYNAMIC HT  -         277.521 (meters)     910.50  (feet)  COMP
 LX0633  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LX0633
 LX0633  VERT ORDER  -  FIRST     CLASS II
 LX0633
 LX0633.The horizontal coordinates were scaled from a topographic map and have
 LX0633.an estimated accuracy of +/- 6 seconds.
 LX0633
 LX0633.The orthometric height was determined by differential leveling
 LX0633.and adjusted by the National Geodetic Survey in June 1991..
 LX0633
 LX0633.The geoid height was determined by GEOID03.
 LX0633
 LX0633.The dynamic height is computed by dividing the NAVD 88
 LX0633.geopotential number by the normal gravity value computed on the
 LX0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0633.degrees latitude (g = 980.6199 gals.).
 LX0633
 LX0633.The modeled gravity was interpolated from observed gravity values.
 LX0633
 LX0633;                    North         East    Units  Estimated Accuracy
 LX0633;SPC CT       -   252,180.      265,980.      MT  (+/- 180 meters Scaled)
 LX0633
 LX0633                          SUPERSEDED SURVEY CONTROL
 LX0633
 LX0633.No superseded survey control is available for this station.
 LX0633
 LX0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM483214(NAD 83)
 LX0633_MARKER: Q = CHISELED SQUARE
 LX0633_SETTING: 80 = SET IN A BOULDER
 LX0633_SP_SET: BOULDER
 LX0633_MARK LOGO: CU    
 LX0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0633+STABILITY: SURFACE MOTION
 LX0633
 LX0633  HISTORY     - Date     Condition        Report By
 LX0633  HISTORY     - UNK      MONUMENTED       CU
 LX0633  HISTORY     - 1925     GOOD             NGS
 LX0633  HISTORY     - 1934     GOOD             LOCSUR
 LX0633  HISTORY     - 1985     GOOD             NGS
 LX0633
 LX0633                          STATION DESCRIPTION
 LX0633
 LX0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 LX0633'2 MI S FROM LITCHFIELD.
 LX0633'2 MILES SOUTH OF LITCHFIELD, LITCHFIELD COUNTY, ON THE LITCHFIELD
 LX0633'BRANCH OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, AT THE
 LX0633'WEST END OF THE LONG TANGENT BETWEEN BANTAM AND LITCHFIELD,
 LX0633'NORTH OF THE TRACK WHERE IT CURVES SOUTHWARD FROM THE WEST END OF
 LX0633'THE TANGENT, EAST OF THE CONCRETE HIGHWAY, ON THE TOP OF A LARGE
 LX0633'BOULDER USED AS AN ANCHOR FOR A POLE GUY.  A CHISLED SQUARE.
 LX0633'NOTE-- 30 YDS N OF GRADE CROSSING 36.52, 61 FT. SE OF CENTER LINE
 LX0633'OF CONCRETE PAVEMENT (CONN RT 25), 8 IN N OF BOLT HOLDING GUY
 LX0633'WIRE FOR POLE SNET 838.
 LX0633
 LX0633                          STATION RECOVERY (1934)
 LX0633
 LX0633'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0633'RECOVERED IN GOOD CONDITION.
 LX0633
 LX0633                          STATION RECOVERY (1985)
 LX0633
 LX0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0633'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.4 KM (1.55 MI)
 LX0633'NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE IN BANTAM TO THE
 LX0633'MARK ON THE RIGHT, 18.6 METERS (61.0 FT) SOUTHEAST OF THE CENTER LINE
 LX0633'OF THE HIGHWAY, 24.7 METERS (81.0 FT) NORTHEAST OF THE CENTER OF
 LX0633'BISSELL ROAD, 4.4 METERS (14.5 FT) SOUTHEAST OF POWER POLE NUMBER
 LX0633'848-S.
 LX0633'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3054 ***********************************************************************
 LX3054  DESIGNATION -  16 N 2
 LX3054  PID         -  LX3054
 LX3054  STATE/COUNTY-  CT/WINDHAM
 LX3054  USGS QUAD   -  SCOTLAND (1983)
 LX3054
 LX3054                         *CURRENT SURVEY CONTROL
 LX3054  ___________________________________________________________________
 LX3054* NAD 83(1986)-  41 41 54.     (N)    072 04 15.     (W)     SCALED    
 LX3054* NAVD 88     -       136.977  (meters)     449.40   (feet)  ADJUSTED  
 LX3054  ___________________________________________________________________
 LX3054  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3054  DYNAMIC HT  -         136.930 (meters)     449.24  (feet)  COMP
 LX3054  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LX3054
 LX3054  VERT ORDER  -  FIRST     CLASS II
 LX3054
 LX3054.The horizontal coordinates were scaled from a topographic map and have
 LX3054.an estimated accuracy of +/- 6 seconds.
 LX3054
 LX3054.The orthometric height was determined by differential leveling
 LX3054.and adjusted by the National Geodetic Survey in June 1991..
 LX3054
 LX3054.The geoid height was determined by GEOID03.
 LX3054
 LX3054.The dynamic height is computed by dividing the NAVD 88
 LX3054.geopotential number by the normal gravity value computed on the
 LX3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3054.degrees latitude (g = 980.6199 gals.).
 LX3054
 LX3054.The modeled gravity was interpolated from observed gravity values.
 LX3054
 LX3054;                    North         East    Units  Estimated Accuracy
 LX3054;SPC CT       -   248,690.      361,330.      MT  (+/- 180 meters Scaled)
 LX3054
 LX3054                          SUPERSEDED SURVEY CONTROL
 LX3054
 LX3054.No superseded survey control is available for this station.
 LX3054
 LX3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM437204(NAD 83)
 LX3054_MARKER: DD = SURVEY DISK
 LX3054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3054_SP_SET: HEADWALL
 LX3054_STAMPING: 16 N 2
 LX3054_MARK LOGO: CTGS  
 LX3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3054+STABILITY: SURFACE MOTION
 LX3054
 LX3054  HISTORY     - Date     Condition        Report By
 LX3054  HISTORY     - 1938     MONUMENTED       CTGS
 LX3054  HISTORY     - 1986     GOOD             NGS
 LX3054  HISTORY     - 19961001 GOOD             USPSQD
 LX3054
 LX3054                          STATION DESCRIPTION
 LX3054
 LX3054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3054'1.0 KM (0.6 MI) EAST FROM SCOTLAND.
 LX3054'1.0 KM (0.6 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3054'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE RIGHT, IN TOP OF
 LX3054'THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.25 METERS (20.5
 LX3054'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.46 METER (1.5 FT) WEST
 LX3054'OF THE EAST END OF THE HEADWALL.
 LX3054'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3054
 LX3054                          STATION RECOVERY (1996)
 LX3054
 LX3054'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3195 ***********************************************************************
 LX3195  DESIGNATION -  16 N 5
 LX3195  PID         -  LX3195
 LX3195  STATE/COUNTY-  CT/WINDHAM
 LX3195  USGS QUAD   -  HAMPTON (1984)
 LX3195
 LX3195                         *CURRENT SURVEY CONTROL
 LX3195  ___________________________________________________________________
 LX3195* NAD 83(1986)-  41 51 35.     (N)    072 00 27.     (W)     SCALED    
 LX3195* NAVD 88     -       162.291  (meters)     532.45   (feet)  ADJUSTED  
 LX3195  ___________________________________________________________________
 LX3195  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX3195  DYNAMIC HT  -         162.235 (meters)     532.27  (feet)  COMP
 LX3195  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LX3195
 LX3195  VERT ORDER  -  FIRST     CLASS II
 LX3195
 LX3195.The horizontal coordinates were scaled from a topographic map and have
 LX3195.an estimated accuracy of +/- 6 seconds.
 LX3195
 LX3195.The orthometric height was determined by differential leveling
 LX3195.and adjusted by the National Geodetic Survey in June 1991..
 LX3195
 LX3195.The geoid height was determined by GEOID03.
 LX3195
 LX3195.The dynamic height is computed by dividing the NAVD 88
 LX3195.geopotential number by the normal gravity value computed on the
 LX3195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3195.degrees latitude (g = 980.6199 gals.).
 LX3195
 LX3195.The modeled gravity was interpolated from observed gravity values.
 LX3195
 LX3195;                    North         East    Units  Estimated Accuracy
 LX3195;SPC CT       -   266,660.      366,450.      MT  (+/- 180 meters Scaled)
 LX3195
 LX3195                          SUPERSEDED SURVEY CONTROL
 LX3195
 LX3195.No superseded survey control is available for this station.
 LX3195
 LX3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM483385(NAD 83)
 LX3195_MARKER: DD = SURVEY DISK
 LX3195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3195_SP_SET: HEADWALL
 LX3195_STAMPING: 16 N 5
 LX3195_MARK LOGO: CTGS  
 LX3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3195+STABILITY: SURFACE MOTION
 LX3195
 LX3195  HISTORY     - Date     Condition        Report By
 LX3195  HISTORY     - 1938     MONUMENTED       CTGS
 LX3195  HISTORY     - 1986     GOOD             NGS
 LX3195  HISTORY     - 19961001 GOOD             USPSQD
 LX3195  HISTORY     - 20030419 GOOD             INDIV
 LX3195
 LX3195                          STATION DESCRIPTION
 LX3195
 LX3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3195'IN ABINGTON.
 LX3195'IN ABINGTON, 0.1 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE
 LX3195'JUNCTION OF U.S. HIGHWAY 44, IN TOP AND ABOUT THE CENTER OF THE
 LX3195'NORTHWEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.71 METERS (22.0
 LX3195'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.19 METERS (7.2 FT)
 LX3195'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 LX3195'THE MARK IS 0.3 M BELOW HIGHWAY.
 LX3195
 LX3195                          STATION RECOVERY (1996)
 LX3195
 LX3195'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3195'RECOVERED IN GOOD CONDITION.
 LX3195
 LX3195                          STATION RECOVERY (2003)
 LX3195
 LX3195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LX3195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2091 ***********************************************************************
 LX2091  DESIGNATION -  16 N 9
 LX2091  PID         -  LX2091
 LX2091  STATE/COUNTY-  CT/TOLLAND
 LX2091  USGS QUAD   -  WESTFORD (1983)
 LX2091
 LX2091                         *CURRENT SURVEY CONTROL
 LX2091  ___________________________________________________________________
 LX2091* NAD 83(1986)-  41 57 44.     (N)    072 14 07.     (W)     SCALED    
 LX2091* NAVD 88     -       256.882  (meters)     842.79   (feet)  ADJUSTED  
 LX2091  ___________________________________________________________________
 LX2091  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2091  DYNAMIC HT  -         256.799 (meters)     842.51  (feet)  COMP
 LX2091  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 LX2091
 LX2091  VERT ORDER  -  FIRST     CLASS II
 LX2091
 LX2091.The horizontal coordinates were scaled from a topographic map and have
 LX2091.an estimated accuracy of +/- 6 seconds.
 LX2091
 LX2091.The orthometric height was determined by differential leveling
 LX2091.and adjusted by the National Geodetic Survey in June 1991..
 LX2091
 LX2091.The geoid height was determined by GEOID03.
 LX2091
 LX2091.The dynamic height is computed by dividing the NAVD 88
 LX2091.geopotential number by the normal gravity value computed on the
 LX2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2091.degrees latitude (g = 980.6199 gals.).
 LX2091
 LX2091.The modeled gravity was interpolated from observed gravity values.
 LX2091
 LX2091;                    North         East    Units  Estimated Accuracy
 LX2091;SPC CT       -   277,900.      347,470.      MT  (+/- 180 meters Scaled)
 LX2091
 LX2091                          SUPERSEDED SURVEY CONTROL
 LX2091
 LX2091.No superseded survey control is available for this station.
 LX2091
 LX2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM291492(NAD 83)
 LX2091_MARKER: DD = SURVEY DISK
 LX2091_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2091_SP_SET: FOOTING
 LX2091_STAMPING: 16 N 9
 LX2091_MARK LOGO: CTGS  
 LX2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2091+STABILITY: SURFACE MOTION
 LX2091
 LX2091  HISTORY     - Date     Condition        Report By
 LX2091  HISTORY     - UNK      MONUMENTED       CTGS
 LX2091  HISTORY     - 1984     GOOD             NGS
 LX2091
 LX2091                          STATION DESCRIPTION
 LX2091
 LX2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2091'6.5 KM (4.05 MI) EAST FROM STAFFORD SPRINGS.
 LX2091'6.5 KM (4.05 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2091'STAFFORD SPRINGS TO THE MARK ON THE RIGHT, IN THE FOOTING OF A ROCK
 LX2091'GARAGE, JUST WEST OF A SMALL RED BRICK HOUSE, 18.75 METERS (61.5 FT)
 LX2091'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.18 METERS (13.7 FT) WEST OF
 LX2091'THE NORTHEAST CORNER OF THE GARAGE, 4.15 METERS (13.6 FT) EAST OF THE
 LX2091'NORTHWEST CORNER OF THE GARAGE.
 LX2091'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1148 ***********************************************************************
 LX1148  DESIGNATION -  16 X
 LX1148  PID         -  LX1148
 LX1148  STATE/COUNTY-  CT/FAIRFIELD
 LX1148  USGS QUAD   -  GLENVILLE (1971)
 LX1148
 LX1148                         *CURRENT SURVEY CONTROL
 LX1148  ___________________________________________________________________
 LX1148* NAD 83(1986)-  41 01 41.     (N)    073 37 46.     (W)     SCALED    
 LX1148* NAVD 88     -        35.837  (meters)     117.58   (feet)  ADJUSTED  
 LX1148  ___________________________________________________________________
 LX1148  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX1148  DYNAMIC HT  -          35.825 (meters)     117.54  (feet)  COMP
 LX1148  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LX1148
 LX1148  VERT ORDER  -  FIRST     CLASS I
 LX1148
 LX1148.The horizontal coordinates were scaled from a topographic map and have
 LX1148.an estimated accuracy of +/- 6 seconds.
 LX1148
 LX1148.The orthometric height was determined by differential leveling
 LX1148.and adjusted by the National Geodetic Survey in June 1991..
 LX1148
 LX1148.The geoid height was determined by GEOID03.
 LX1148
 LX1148.The dynamic height is computed by dividing the NAVD 88
 LX1148.geopotential number by the normal gravity value computed on the
 LX1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1148.degrees latitude (g = 980.6199 gals.).
 LX1148
 LX1148.The modeled gravity was interpolated from observed gravity values.
 LX1148
 LX1148;                    North         East    Units  Estimated Accuracy
 LX1148;SPC CT       -   174,400.      230,840.      MT  (+/- 180 meters Scaled)
 LX1148
 LX1148                          SUPERSEDED SURVEY CONTROL
 LX1148
 LX1148  NGVD 29 (??/??/92)   36.173  (m)          118.68   (f) ADJ UNCH    1 1
 LX1148
 LX1148.Superseded values are not recommended for survey control.
 LX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1148.See file dsdata.txt to determine how the superseded data were derived.
 LX1148
 LX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL152427(NAD 83)
 LX1148_MARKER: DD = SURVEY DISK
 LX1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1148_STAMPING: 16 X
 LX1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1148+STABILITY: SURFACE MOTION
 LX1148
 LX1148  HISTORY     - Date     Condition        Report By
 LX1148  HISTORY     - UNK      MONUMENTED       CTGS
 LX1148  HISTORY     - 1965     GOOD             NGS
 LX1148  HISTORY     - 1983     GOOD             NGS
 LX1148  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX1148  HISTORY     - 1988     POOR             USPSQD
 LX1148  HISTORY     - 1989     POOR             USPSQD
 LX1148
 LX1148                          STATION DESCRIPTION
 LX1148
 LX1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1148'AT GREENWICH.
 LX1148'AT GREENWICH, 0.25 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE
 LX1148'INTERSECTION OF GREENWICH AVENUE, AT THE INTERSECTION OF THE
 LX1148'HIGHWAY AND DEARFIELD DRIVE, ACROSS DEARFIELD DRIVE FROM THE
 LX1148'GREENWICH LIBRARY, 42 FEET NORTHWEST OF THE CENTER LINE OF THE
 LX1148'HIGHWAY, 3 FEET NORTHEAST OF A STREET MARKER SIGN, 1.5 FEET
 LX1148'SOUTHWEST OF THE SOUTHWEST CURB OF DEARFIELD DRIVE, ABOUT 1/2
 LX1148'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 LX1148'CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE GROUND.
 LX1148
 LX1148                          STATION RECOVERY (1983)
 LX1148
 LX1148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1148'RECOVERED IN GOOD CONDITION.
 LX1148
 LX1148                          STATION RECOVERY (1984)
 LX1148
 LX1148'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1148'MARK NOT FOUND.
 LX1148
 LX1148                          STATION RECOVERY (1988)
 LX1148
 LX1148'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1148'MARK RECOVERED IN POOR CONDITION.
 LX1148
 LX1148                          STATION RECOVERY (1989)
 LX1148
 LX1148'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1148'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3178 ***********************************************************************
 LX3178  DESIGNATION -  1612
 LX3178  PID         -  LX3178
 LX3178  STATE/COUNTY-  CT/HARTFORD
 LX3178  USGS QUAD   -  BROAD BROOK (1984)
 LX3178
 LX3178                         *CURRENT SURVEY CONTROL
 LX3178  ___________________________________________________________________
 LX3178* NAD 83(1986)-  41 56 01.     (N)    072 31 50.     (W)     SCALED    
 LX3178* NAVD 88     -        43.834  (meters)     143.81   (feet)  ADJUSTED  
 LX3178  ___________________________________________________________________
 LX3178  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX3178  DYNAMIC HT  -          43.820 (meters)     143.77  (feet)  COMP
 LX3178  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 LX3178
 LX3178  VERT ORDER  -  FIRST     CLASS II
 LX3178
 LX3178.The horizontal coordinates were scaled from a topographic map and have
 LX3178.an estimated accuracy of +/- 6 seconds.
 LX3178
 LX3178.The orthometric height was determined by differential leveling
 LX3178.and adjusted by the National Geodetic Survey in June 1991..
 LX3178
 LX3178.The geoid height was determined by GEOID03.
 LX3178
 LX3178.The dynamic height is computed by dividing the NAVD 88
 LX3178.geopotential number by the normal gravity value computed on the
 LX3178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3178.degrees latitude (g = 980.6199 gals.).
 LX3178
 LX3178.The modeled gravity was interpolated from observed gravity values.
 LX3178
 LX3178;                    North         East    Units  Estimated Accuracy
 LX3178;SPC CT       -   274,620.      323,000.      MT  (+/- 180 meters Scaled)
 LX3178
 LX3178                          SUPERSEDED SURVEY CONTROL
 LX3178
 LX3178.No superseded survey control is available for this station.
 LX3178
 LX3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM047453(NAD 83)
 LX3178_MARKER: DD = SURVEY DISK
 LX3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3178_SP_SET: CONCRETE POST
 LX3178_STAMPING: 1612
 LX3178_MARK LOGO: CTGS  
 LX3178_PROJECTION: FLUSH
 LX3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3178+STABILITY: SURFACE MOTION
 LX3178
 LX3178  HISTORY     - Date     Condition        Report By
 LX3178  HISTORY     - 1938     MONUMENTED       CTGS
 LX3178  HISTORY     - 1986     GOOD             NGS
 LX3178
 LX3178                          STATION DESCRIPTION
 LX3178
 LX3178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3178'9.8 KM (6.1 MI) EAST FROM WINDSOR LOCKS.
 LX3178'9.82 KM (6.1 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3178'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3178'6.40 METERS (21.0 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 8.63
 LX3178'METERS (28.3 FT) NORTHEAST OF SNET POLE NO. 1051 AND 29.20 METERS
 LX3178'(95.8 FT) SOUTHWEST OF SNET POLE NO. 1050.
 LX3178'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3178'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3174 ***********************************************************************
 LX3174  DESIGNATION -  1615
 LX3174  PID         -  LX3174
 LX3174  STATE/COUNTY-  CT/HARTFORD
 LX3174  USGS QUAD   -  BROAD BROOK (1984)
 LX3174
 LX3174                         *CURRENT SURVEY CONTROL
 LX3174  ___________________________________________________________________
 LX3174* NAD 83(1996)-  41 56 15.     (N)    072 34 16.     (W)     SCALED    
 LX3174* NAVD 88     -        36.003  (meters)     118.12   (feet)  ADJUSTED  
 LX3174  ___________________________________________________________________
 LX3174  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX3174  DYNAMIC HT  -          35.992 (meters)     118.08  (feet)  COMP
 LX3174  MODELED GRAV-     980,323.8   (mgal)                       NAVD 88
 LX3174
 LX3174  VERT ORDER  -  FIRST     CLASS II
 LX3174
 LX3174.The horizontal coordinates were scaled from a topographic map and have
 LX3174.an estimated accuracy of +/- 6 seconds.
 LX3174
 LX3174.The orthometric height was determined by differential leveling
 LX3174.and adjusted by the National Geodetic Survey in June 1991..
 LX3174
 LX3174.The geoid height was determined by GEOID03.
 LX3174
 LX3174.The dynamic height is computed by dividing the NAVD 88
 LX3174.geopotential number by the normal gravity value computed on the
 LX3174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3174.degrees latitude (g = 980.6199 gals.).
 LX3174
 LX3174.The modeled gravity was interpolated from observed gravity values.
 LX3174
 LX3174;                    North         East    Units  Estimated Accuracy
 LX3174;SPC CT       -   275,050.      319,640.      MT  (+/- 180 meters Scaled)
 LX3174
 LX3174                          SUPERSEDED SURVEY CONTROL
 LX3174
 LX3174  NGVD 29 (07/19/86)   36.3    (m)          119.     (f) VERT ANG       
 LX3174
 LX3174.Superseded values are not recommended for survey control.
 LX3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3174.See file dsdata.txt to determine how the superseded data were derived.
 LX3174
 LX3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM013456(NAD 83)
 LX3174_MARKER: DD = SURVEY DISK
 LX3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3174_SP_SET: CONCRETE POST
 LX3174_STAMPING: 1615
 LX3174_MARK LOGO: CTGS  
 LX3174_PROJECTION: FLUSH
 LX3174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3174+STABILITY: SURFACE MOTION
 LX3174
 LX3174  HISTORY     - Date     Condition        Report By
 LX3174  HISTORY     - 1979     MONUMENTED       CTGS
 LX3174  HISTORY     - 1986     GOOD             NGS
 LX3174
 LX3174                          STATION DESCRIPTION
 LX3174
 LX3174'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX3174'THE STATION IS LOCATED ABOUT
 LX3174'5-1/2 MILES NORTHWEST OF ELLINGTON, 3-1/4 MILES EAST OF
 LX3174'WINDSOR LOCKS AND 2-3/4 MILES NORTH OF SCANTIC.
 LX3174'
 LX3174'TO REACH THE STATION FROM EAST WINDSOR AT THE INTERSECTION
 LX3174'OF CONNECTICUT ROUTE 140 (NORTH ROAD) AND U.S ROUTE 5 (PROSPECT
 LX3174'HILL ROAD), PROCEED EAST ON CONNECTICUT ROUTE 140 FOR 1.88
 LX3174'MILES TO THE STATION ON THE LEFT,NORTH.
 LX3174'
 LX3174'THE STATION IS A STANDARD USCGS DISK
 LX3174'STAMPED---1615---,
 LX3174'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3174'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3174'43.2 FEET WEST FROM THE CENTERLINE OF A CULVERT CONCRETE
 LX3174'ENDWALL,
 LX3174'38.5 FEET SOUTH-SOUTHWEST FROM A 36 INCH MAPLE TREE,
 LX3174'24.6 FEET WEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 2534
 LX3174'AND
 LX3174'23.5 FEET NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 190.
 LX3174'
 LX3174'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A CONNECTICUT
 LX3174'DEPARTMENT OF TRANSPORTATION BOUNDARY BRONZE
 LX3174'DISK---NO STAMPING---,
 LX3174'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3174'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3174'84.7 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3174'2534,
 LX3174'38.5 FEET SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 140
 LX3174'AND
 LX3174'35.9 FEET NORTHWEST FROM A 15 INCH OAK TREE.
 LX3174'MARK IS BELOW STATION 0.30 METERS.
 LX3174'
 LX3174'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A BRASS
 LX3174'BOLT---NO STAMPING---,
 LX3174'IN THE TOP OF A CONNECTICUT DEPARTMENT OF TRANSPORTATION BASE
 LX3174'LINE MONUMENT.
 LX3174'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3174'FLUSH WITH GROUND.  IT IS LOCATED
 LX3174'62.2 FEET SOUTHWEST FROM A 15 INCH MAPLE TREE,
 LX3174'52.3 FEET EAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 2533
 LX3174'AND
 LX3174'18.5 FEET NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 140.
 LX3174'MARK IS ABOVE STATION 0.60 METERS.
 LX3174'
 LX3174'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON
 LX3174'PIN---NO STAMPING---,
 LX3174'2 CM ON A SIDE AND 121 CM LONG.
 LX3174'THE TOP IS DRIVEN 1 INCH BELOW THE SURFACE OF THE GROUND.
 LX3174'IT IS LOCATED
 LX3174'45.8 FEET WEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 2534,
 LX3174'21.6 FEET SOUTH FROM A 15 INCH MAPLE TREE AND
 LX3174'18.5 FEET NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 140.
 LX3174'MARK IS ABOVE STATION 0.40 METERS.
 LX3174'
 LX3174'REFERENCE POINT NUMBER 2 IS 1 DRILL HOLE IN A RAILROAD
 LX3174'SPIKE---NO STAMPING---,
 LX3174'THE TOP PROTRUDES 2 INCHES FROM THE SIDE OF THE TREE.
 LX3174'IT IS LOCATED
 LX3174'48.1 FEET WEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 2534,
 LX3174'37.0 FEET SOUTHWEST FROM A 36 INCH MAPLE TREE AND
 LX3174'21.8 FEET NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 140.
 LX3174'MARK IS ABOVE STATION 0.80 METERS.
 LX3174'
 LX3174'AZIMUTH MARK NUMBER 1 IS A STANDARD USCGS DISK
 LX3174'STAMPED---1614---,
 LX3174'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3174'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX3174'24.4 FEET WEST FROM A 30 INCH MAPLE TREE,
 LX3174'18.6 FEET SOUTH FROM THE CENTERLINE OF MELROSE ROAD AND
 LX3174'7.1 FEET NORTHEAST FROM A 30 INCH OAK TREE.
 LX3174'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY
 LX3174'ALONG CONNECTICUT ROUTE 140 AND MELROSE ROAD FOR 0.46 MILES
 LX3174'TO THE AZIMUTH MARK ON THE RIGHT,SOUTH.
 LX3174'
 LX3174'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3174'STAMPED---5615---,
 LX3174'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3174'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3174'86.0 FEET SOUTHEAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3174'1233,
 LX3174'24.2 FEET NORTHWEST FROM THE NORTHWEST CORNER OF A 2 STORY
 LX3174'FRAME HOUSE NUMBER 156 AND
 LX3174'20 FEET SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 140.
 LX3174'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY
 LX3174'ALONG CONNECTICUT ROUTE 140 FOR 0.34 MILES TO THE AZIMUTH
 LX3174'ON THE LEFT,SOUTH.
 LX3174'
 LX3174'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX3174'
 LX3174'DESCRIBED BY A. KACZYNSKI.
 LX3174
 LX3174                          STATION RECOVERY (1986)
 LX3174
 LX3174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3174'4.7 KM (2.95 MI) EAST FROM WINDSOR LOCKS.
 LX3174'4.70 KM (2.95 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3174'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE LEFT.  IT IS
 LX3174'7.01 METERS (23.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY, 39.87 METERS
 LX3174'(130.8 FT) EAST OF SNET POLE NO. 2533 WITH ONE GUY WIRE AND 7.74
 LX3174'METERS (25.4 FT) NORTHWEST OF SNET POLE NO. 534.
 LX3174'THE MARK IS 0.79 METERS  S FROM  A WITNESS POST
 LX3174'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3172 ***********************************************************************
 LX3172  DESIGNATION -  1616
 LX3172  PID         -  LX3172
 LX3172  STATE/COUNTY-  CT/HARTFORD
 LX3172  USGS QUAD   -  BROAD BROOK (1984)
 LX3172
 LX3172                         *CURRENT SURVEY CONTROL
 LX3172  ___________________________________________________________________
 LX3172* NAD 83(1986)-  41 55 55.     (N)    072 35 21.     (W)     SCALED    
 LX3172* NAVD 88     -        31.882  (meters)     104.60   (feet)  ADJUSTED  
 LX3172  ___________________________________________________________________
 LX3172  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX3172  DYNAMIC HT  -          31.872 (meters)     104.57  (feet)  COMP
 LX3172  MODELED GRAV-     980,326.3   (mgal)                       NAVD 88
 LX3172
 LX3172  VERT ORDER  -  FIRST     CLASS II
 LX3172
 LX3172.The horizontal coordinates were scaled from a topographic map and have
 LX3172.an estimated accuracy of +/- 6 seconds.
 LX3172
 LX3172.The orthometric height was determined by differential leveling
 LX3172.and adjusted by the National Geodetic Survey in June 1991..
 LX3172
 LX3172.The geoid height was determined by GEOID03.
 LX3172
 LX3172.The dynamic height is computed by dividing the NAVD 88
 LX3172.geopotential number by the normal gravity value computed on the
 LX3172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3172.degrees latitude (g = 980.6199 gals.).
 LX3172
 LX3172.The modeled gravity was interpolated from observed gravity values.
 LX3172
 LX3172;                    North         East    Units  Estimated Accuracy
 LX3172;SPC CT       -   274,430.      318,140.      MT  (+/- 180 meters Scaled)
 LX3172
 LX3172                          SUPERSEDED SURVEY CONTROL
 LX3172
 LX3172.No superseded survey control is available for this station.
 LX3172
 LX3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM998450(NAD 83)
 LX3172_MARKER: DD = SURVEY DISK
 LX3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3172_SP_SET: CONCRETE POST
 LX3172_STAMPING: 1616
 LX3172_MARK LOGO: CTGS  
 LX3172_PROJECTION: FLUSH
 LX3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3172+STABILITY: SURFACE MOTION
 LX3172
 LX3172  HISTORY     - Date     Condition        Report By
 LX3172  HISTORY     - 1938     MONUMENTED       CTGS
 LX3172  HISTORY     - 1986     GOOD             NGS
 LX3172
 LX3172                          STATION DESCRIPTION
 LX3172
 LX3172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3172'3.5 KM (2.15 MI) EAST FROM WINDSOR LOCKS.
 LX3172'3.50 KM (2.15 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3172'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE LEFT.  IT IS
 LX3172'8.23 METERS (27.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY, 34.14 METERS
 LX3172'(112.0 FT) NORTHWEST OF UTILITY POLE NO. 23397 WITH ONE TRANSFORMER
 LX3172'AND 22.74 METERS (74.6 FT) NORTHEAST OF UTILITY POLE NO. 23396.
 LX3172'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX3172'THE MARK IS 0.49 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3171 ***********************************************************************
 LX3171  DESIGNATION -  1617
 LX3171  PID         -  LX3171
 LX3171  STATE/COUNTY-  CT/HARTFORD
 LX3171  USGS QUAD   -  BROAD BROOK (1984)
 LX3171
 LX3171                         *CURRENT SURVEY CONTROL
 LX3171  ___________________________________________________________________
 LX3171* NAD 83(1986)-  41 55 52.     (N)    072 35 38.     (W)     SCALED    
 LX3171* NAVD 88     -        29.819  (meters)      97.83   (feet)  ADJUSTED  
 LX3171  ___________________________________________________________________
 LX3171  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX3171  DYNAMIC HT  -          29.810 (meters)      97.80  (feet)  COMP
 LX3171  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 LX3171
 LX3171  VERT ORDER  -  FIRST     CLASS II
 LX3171
 LX3171.The horizontal coordinates were scaled from a topographic map and have
 LX3171.an estimated accuracy of +/- 6 seconds.
 LX3171
 LX3171.The orthometric height was determined by differential leveling
 LX3171.and adjusted by the National Geodetic Survey in June 1991..
 LX3171
 LX3171.The geoid height was determined by GEOID03.
 LX3171
 LX3171.The dynamic height is computed by dividing the NAVD 88
 LX3171.geopotential number by the normal gravity value computed on the
 LX3171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3171.degrees latitude (g = 980.6199 gals.).
 LX3171
 LX3171.The modeled gravity was interpolated from observed gravity values.
 LX3171
 LX3171;                    North         East    Units  Estimated Accuracy
 LX3171;SPC CT       -   274,330.      317,750.      MT  (+/- 180 meters Scaled)
 LX3171
 LX3171                          SUPERSEDED SURVEY CONTROL
 LX3171
 LX3171.No superseded survey control is available for this station.
 LX3171
 LX3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM994449(NAD 83)
 LX3171_MARKER: DD = SURVEY DISK
 LX3171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3171_SP_SET: CONCRETE POST
 LX3171_STAMPING: 1617
 LX3171_MARK LOGO: CTGS  
 LX3171_PROJECTION: RECESSED 3 CENTIMETERS
 LX3171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3171+STABILITY: SURFACE MOTION
 LX3171
 LX3171  HISTORY     - Date     Condition        Report By
 LX3171  HISTORY     - 1938     MONUMENTED       CTGS
 LX3171  HISTORY     - 1986     GOOD             NGS
 LX3171
 LX3171                          STATION DESCRIPTION
 LX3171
 LX3171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3171'3.1 KM (1.9 MI) EAST FROM WINDSOR LOCKS.
 LX3171'3.10 KM (1.9 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3171'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3171'10.97 METERS (36.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 48.46
 LX3171'METERS (159.0 FT) WEST OF UTILITY POLE NO. 23387 WITH A TRANSFORMER
 LX3171'AND STREET LAMP AND 5.18 METERS (17.0 FT) WEST OF UTILITY POLE NO.
 LX3171'23388.
 LX3171'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6870 ***********************************************************************
 LX6870  DESIGNATION -  162
 LX6870  PID         -  LX6870
 LX6870  STATE/COUNTY-  CT/MIDDLESEX
 LX6870  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6870
 LX6870                         *CURRENT SURVEY CONTROL
 LX6870  ___________________________________________________________________
 LX6870* NAD 83(1996)-  41 31 27.78068(N)    072 33 11.15338(W)     ADJUSTED  
 LX6870* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6870  ___________________________________________________________________
 LX6870  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LX6870  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6870
 LX6870  HORZ ORDER  -  THIRD
 LX6870
 LX6870.The horizontal coordinates were established by classical geodetic methods
 LX6870.and adjusted by the National Geodetic Survey in August 1998..
 LX6870
 LX6870.The orthometric height was scaled from a topographic map.
 LX6870
 LX6870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6870
 LX6870.The geoid height was determined by GEOID03.
 LX6870
 LX6870;                    North         East     Units Scale Factor Converg.
 LX6870;SPC CT       -   229,165.874   321,234.699   MT  0.99998315   +0 07 50.0
 LX6870;SPC CT       -   751,855.04  1,053,917.51   sFT  0.99998315   +0 07 50.0
 LX6870;UTM  18      - 4,599,862.218   704,156.209   MT  1.00011295   +1 37 21.7
 LX6870
 LX6870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6870!SPC CT       -   1.00000456  x   0.99998315  =   0.99998771
 LX6870!UTM  18      -   1.00000456  x   1.00011295  =   1.00011751
 LX6870
 LX6870|---------------------------------------------------------------------|
 LX6870| PID    Reference Object                     Distance      Geod. Az  |
 LX6870|                                                           dddmmss.s |
 LX6870| CZ6880 162 RM 1                             29.910 METERS 01732     |
 LX6870| LX6855 SEARS SHOAL REAR RANGE LT           APPROX. 1.3 KM 2031327.8 |
 LX6870| LX6856 SEARS SHOAL FRONT RANGE LT          APPROX. 1.2 KM 2032904.7 |
 LX6870|---------------------------------------------------------------------|
 LX6870
 LX6870                          SUPERSEDED SURVEY CONTROL
 LX6870
 LX6870  NAD 83(1992)-  41 31 27.77997(N)    072 33 11.15328(W) AD(       ) 3
 LX6870  NAD 83(1986)-  41 31 27.78185(N)    072 33 11.15562(W) AD(       ) 3
 LX6870  NAD 27      -  41 31 27.41800(N)    072 33 12.83500(W) AD(       ) 3
 LX6870
 LX6870.Superseded values are not recommended for survey control.
 LX6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6870.See file dsdata.txt to determine how the superseded data were derived.
 LX6870
 LX6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0415699862(NAD 83)
 LX6870_MARKER: Z = SEE DESCRIPTION
 LX6870_SETTING: 0 = UNSPECIFIED SETTING
 LX6870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6870
 LX6870  HISTORY     - Date     Condition        Report By
 LX6870  HISTORY     - 1934     MONUMENTED       CGS
 LX6870  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6870
 LX6870                          STATION DESCRIPTION
 LX6870
 LX6870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6870'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. IN
 LX6870'1914.  IT IS ON THE SEARS SHOAL DIKE.  THE DIKE STARTS FROM THE
 LX6870'SHORE OF HURD PARK ABOUT 7 METERS BELOW THE MOUTH OF HURD
 LX6870'BROOK.  THE INNER END OF THE DIKE IS LOW, JUST ABOVE ORDINARY
 LX6870'HIGH WATER.
 LX6870'
 LX6870'THE STATION IS ON THE SECOND STONE OF THE HIGHER PART OF THE
 LX6870'DIKE.  THE FIRST STONE IS ABOUT 1 FOOT LOWER THAN THAT CARRYING
 LX6870'THE STATION.
 LX6870'
 LX6870'A STANDARD STATION MARK WAS CEMENTED IN A DRILL HOLE AT THE
 LX6870'INTERSECTION OF THE CROSS LEFT BY THE ARMY ENGINEERS.
 LX6870'
 LX6870'ONE STANDARD REFERENCE MARK WAS ESTABLISHED.  IT IS IN THE NW
 LX6870'CORNER OF AN EMBEDDED BOULDER 18.8 METERS FROM THE INSHORE END
 LX6870'OF THE DIKE.  IT BEARS N 30 DEG E (MAGNETIC).
 LX6870'
 LX6870'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6870'
 LX6870'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6870
 LX6870                          STATION RECOVERY (1969)
 LX6870
 LX6870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6870'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN GOOD
 LX6870'CONDITION.  THE REFERENCE MARK IS IN THE CONTINUATION OF THE JETTY
 LX6870'UPSTREAM FROM THE STATION MARK.  THE STATION MARK IS STAMPED
 LX6870'U.S.E. 162 1914-1934.  REFERENCE MARK NO. 1 IS STAMPED U.S.E. 162
 LX6870'R.M. NO. 1 1914-1934.
 LX6870'
 LX6870'THE STATION WAS VISITED BY BOAT.  THE ORIGINAL DESCRIPTION IS
 LX6870'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6814 ***********************************************************************
 LX6814  DESIGNATION -  163
 LX6814  PID         -  LX6814
 LX6814  STATE/COUNTY-  CT/MIDDLESEX
 LX6814  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6814
 LX6814                         *CURRENT SURVEY CONTROL
 LX6814  ___________________________________________________________________
 LX6814* NAD 83(1996)-  41 30 41.62609(N)    072 33 25.21930(W)     ADJUSTED  
 LX6814* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6814  ___________________________________________________________________
 LX6814  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6814  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6814
 LX6814  HORZ ORDER  -  THIRD
 LX6814
 LX6814.The horizontal coordinates were established by classical geodetic methods
 LX6814.and adjusted by the National Geodetic Survey in August 1998..
 LX6814
 LX6814.The orthometric height was scaled from a topographic map.
 LX6814
 LX6814.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6814
 LX6814.The geoid height was determined by GEOID03.
 LX6814
 LX6814;                    North         East     Units Scale Factor Converg.
 LX6814;SPC CT       -   227,741.246   320,911.772   MT  0.99998321   +0 07 40.7
 LX6814;SPC CT       -   747,181.07  1,052,858.04   sFT  0.99998321   +0 07 40.7
 LX6814;UTM  18      - 4,598,429.481   703,870.447   MT  1.00011152   +1 37 10.9
 LX6814
 LX6814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6814!SPC CT       -   1.00000456  x   0.99998321  =   0.99998777
 LX6814!UTM  18      -   1.00000456  x   1.00011152  =   1.00011608
 LX6814
 LX6814                          SUPERSEDED SURVEY CONTROL
 LX6814
 LX6814  NAD 83(1992)-  41 30 41.62536(N)    072 33 25.21920(W) AD(       ) 3
 LX6814  NAD 83(1986)-  41 30 41.62727(N)    072 33 25.22157(W) AD(       ) 3
 LX6814  NAD 27      -  41 30 41.26500(N)    072 33 26.90300(W) AD(       ) 3
 LX6814
 LX6814.Superseded values are not recommended for survey control.
 LX6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6814.See file dsdata.txt to determine how the superseded data were derived.
 LX6814
 LX6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0387098429(NAD 83)
 LX6814
 LX6814  HISTORY     - Date     Condition        Report By
 LX6814  HISTORY     - 1934     MONUMENTED       CGS
 LX6814
 LX6814                          STATION DESCRIPTION
 LX6814
 LX6814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6814'SEE DESCRIPTION FOR SEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1777 ***********************************************************************
 LW1777  DESIGNATION -  165 W
 LW1777  PID         -  LW1777
 LW1777  STATE/COUNTY-  CT/WINDHAM
 LW1777  USGS QUAD   -  PUTNAM (1970)
 LW1777
 LW1777                         *CURRENT SURVEY CONTROL
 LW1777  ___________________________________________________________________
 LW1777* NAD 83(1986)-  41 53 50.     (N)    071 57 45.     (W)     SCALED    
 LW1777* NAVD 88     -       179.355  (meters)     588.43   (feet)  ADJUSTED  
 LW1777  ___________________________________________________________________
 LW1777  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1777  DYNAMIC HT  -         179.296 (meters)     588.24  (feet)  COMP
 LW1777  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LW1777
 LW1777  VERT ORDER  -  FIRST     CLASS II
 LW1777
 LW1777.The horizontal coordinates were scaled from a topographic map and have
 LW1777.an estimated accuracy of +/- 6 seconds.
 LW1777
 LW1777.The orthometric height was determined by differential leveling
 LW1777.and adjusted by the National Geodetic Survey in June 1991..
 LW1777
 LW1777.The geoid height was determined by GEOID03.
 LW1777
 LW1777.The dynamic height is computed by dividing the NAVD 88
 LW1777.geopotential number by the normal gravity value computed on the
 LW1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1777.degrees latitude (g = 980.6199 gals.).
 LW1777
 LW1777.The modeled gravity was interpolated from observed gravity values.
 LW1777
 LW1777;                    North         East    Units  Estimated Accuracy
 LW1777;SPC CT       -   270,860.      370,150.      MT  (+/- 180 meters Scaled)
 LW1777
 LW1777                          SUPERSEDED SURVEY CONTROL
 LW1777
 LW1777.No superseded survey control is available for this station.
 LW1777
 LW1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG542426(NAD 83)
 LW1777_MARKER: DD = SURVEY DISK
 LW1777_SETTING: 80 = SET IN A BOULDER
 LW1777_SP_SET: BOULDER
 LW1777_STAMPING: 589 165 W 1923
 LW1777_MARK LOGO: USGS  
 LW1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1777+STABILITY: SURFACE MOTION
 LW1777
 LW1777  HISTORY     - Date     Condition        Report By
 LW1777  HISTORY     - 1923     MONUMENTED       USGS
 LW1777  HISTORY     - 1986     GOOD             NGS
 LW1777  HISTORY     - 19961125 GOOD             USPSQD
 LW1777
 LW1777                          STATION DESCRIPTION
 LW1777
 LW1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1777'0.1 KM (0.05 MI) WEST FROM POMFRET.
 LW1777'0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LW1777'HIGHWAY 44 IN POMFRET TO THE MARK ON THE LEFT IN TOP OF A LARGE ROCK
 LW1777'IN A ROCK WALL.  THE ROCK LOOKS LIKE ROCK OUTCROP AND THE WALL WAS
 LW1777'BUILT BY USING IT.  IT IS 19.81 METERS (65.0 FT) SOUTHEAST OF THE
 LW1777'CENTERLINE OF THE HIGHWAY AND 13.32 METERS (43.7 FT) SOUTHEAST
 LW1777'OF UTILITY POLE NO. 2502.
 LW1777'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LW1777
 LW1777                          STATION RECOVERY (1996)
 LW1777
 LW1777'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2967 ***********************************************************************
 LX2967  DESIGNATION -  167 W
 LX2967  PID         -  LX2967
 LX2967  STATE/COUNTY-  CT/TOLLAND
 LX2967  USGS QUAD   -  COVENTRY (1983)
 LX2967
 LX2967                         *CURRENT SURVEY CONTROL
 LX2967  ___________________________________________________________________
 LX2967* NAD 83(1986)-  41 48 12.     (N)    072 18 12.     (W)     SCALED    
 LX2967* NAVD 88     -       122.776  (meters)     402.81   (feet)  ADJUSTED  
 LX2967  ___________________________________________________________________
 LX2967  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2967  DYNAMIC HT  -         122.734 (meters)     402.67  (feet)  COMP
 LX2967  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LX2967
 LX2967  VERT ORDER  -  FIRST     CLASS II
 LX2967
 LX2967.The horizontal coordinates were scaled from a topographic map and have
 LX2967.an estimated accuracy of +/- 6 seconds.
 LX2967
 LX2967.The orthometric height was determined by differential leveling
 LX2967.and adjusted by the National Geodetic Survey in June 1991..
 LX2967
 LX2967.The geoid height was determined by GEOID03.
 LX2967
 LX2967.The dynamic height is computed by dividing the NAVD 88
 LX2967.geopotential number by the normal gravity value computed on the
 LX2967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2967.degrees latitude (g = 980.6199 gals.).
 LX2967
 LX2967.The modeled gravity was interpolated from observed gravity values.
 LX2967
 LX2967;                    North         East    Units  Estimated Accuracy
 LX2967;SPC CT       -   260,230.      341,920.      MT  (+/- 180 meters Scaled)
 LX2967
 LX2967                          SUPERSEDED SURVEY CONTROL
 LX2967
 LX2967.No superseded survey control is available for this station.
 LX2967
 LX2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM240314(NAD 83)
 LX2967_MARKER: DD = SURVEY DISK
 LX2967_SETTING: 66 = SET IN ROCK OUTCROP
 LX2967_SP_SET: ROCK OUTCROP
 LX2967_STAMPING: 404 167 W 1923
 LX2967_MARK LOGO: USGS  
 LX2967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2967+STABILITY: POSITION/ELEVATION WELL
 LX2967
 LX2967  HISTORY     - Date     Condition        Report By
 LX2967  HISTORY     - 1923     MONUMENTED       USGS
 LX2967  HISTORY     - 1986     GOOD             NGS
 LX2967
 LX2967                          STATION DESCRIPTION
 LX2967
 LX2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2967'0.5 KM (0.3 MI) NE FROM MANSFIELD DEPOT.
 LX2967'0.5 KM (0.3 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2967'IN MANSFIELD DEPOT TO THE MARK ON THE LEFT IN TOP OF A ROCK LEDGE.  IT
 LX2967'IS 7.32 METERS (24.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2967'71.63 METERS (235.0 FT) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 32
 LX2967'AND 0.18 METERS (0.6 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A ROCK
 LX2967'WALL.
 LX2967'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2018 ***********************************************************************
 LX2018  DESIGNATION -  1671
 LX2018  PID         -  LX2018
 LX2018  STATE/COUNTY-  CT/LITCHFIELD
 LX2018  USGS QUAD   -  NEW HARTFORD (1984)
 LX2018
 LX2018                         *CURRENT SURVEY CONTROL
 LX2018  ___________________________________________________________________
 LX2018* NAD 83(1986)-  41 55 23.     (N)    072 55 54.     (W)     SCALED    
 LX2018* NAVD 88     -       276.454  (meters)     907.00   (feet)  ADJUSTED  
 LX2018  ___________________________________________________________________
 LX2018  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 LX2018  DYNAMIC HT  -         276.369 (meters)     906.72  (feet)  COMP
 LX2018  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX2018
 LX2018  VERT ORDER  -  FIRST     CLASS II
 LX2018
 LX2018.The horizontal coordinates were scaled from a topographic map and have
 LX2018.an estimated accuracy of +/- 6 seconds.
 LX2018
 LX2018.The orthometric height was determined by differential leveling
 LX2018.and adjusted by the National Geodetic Survey in June 1991..
 LX2018
 LX2018.The geoid height was determined by GEOID03.
 LX2018
 LX2018.The dynamic height is computed by dividing the NAVD 88
 LX2018.geopotential number by the normal gravity value computed on the
 LX2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2018.degrees latitude (g = 980.6199 gals.).
 LX2018
 LX2018.The modeled gravity was interpolated from observed gravity values.
 LX2018
 LX2018;                    North         East    Units  Estimated Accuracy
 LX2018;SPC CT       -   273,440.      289,730.      MT  (+/- 180 meters Scaled)
 LX2018
 LX2018                          SUPERSEDED SURVEY CONTROL
 LX2018
 LX2018.No superseded survey control is available for this station.
 LX2018
 LX2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM715433(NAD 83)
 LX2018_MARKER: DD = SURVEY DISK
 LX2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2018_SP_SET: CONCRETE POST
 LX2018_STAMPING: 1671
 LX2018_MARK LOGO: CTGS  
 LX2018_PROJECTION: RECESSED 5 CENTIMETERS
 LX2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2018+STABILITY: SURFACE MOTION
 LX2018
 LX2018  HISTORY     - Date     Condition        Report By
 LX2018  HISTORY     - UNK      MONUMENTED       CTGS
 LX2018  HISTORY     - 1984     GOOD             NGS
 LX2018
 LX2018                          STATION DESCRIPTION
 LX2018
 LX2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2018'8.5 KM (5.3 MI) SW FROM WEST GRANBY.
 LX2018'8.5 KM (5.3 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION OF
 LX2018'STATE HIGHWAY 20 IN WEST GRANBY TO THE MARK ON THE LEFT, 6.40 METERS
 LX2018'(21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40.23 METERS
 LX2018'(132.0 FT) NORTHEAST OF TELEPHONE POLE 1752, 5.63 METERS (18.5 FT)
 LX2018'NRTHWEST OF A WIRE FENCE.
 LX2018'THE MARK IS 0.18 METERS  NW FROM A WITNESS POST.
 LX2018'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3019 ***********************************************************************
 LX3019  DESIGNATION -  169 W RESET
 LX3019  PID         -  LX3019
 LX3019  STATE/COUNTY-  CT/TOLLAND
 LX3019  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3019
 LX3019                         *CURRENT SURVEY CONTROL
 LX3019  ___________________________________________________________________
 LX3019* NAD 83(1986)-  41 54 09.     (N)    072 17 14.     (W)     SCALED    
 LX3019* NAVD 88     -       126.992  (meters)     416.64   (feet)  ADJUSTED  
 LX3019  ___________________________________________________________________
 LX3019  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX3019  DYNAMIC HT  -         126.950 (meters)     416.50  (feet)  COMP
 LX3019  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LX3019
 LX3019  VERT ORDER  -  FIRST     CLASS II
 LX3019
 LX3019.The horizontal coordinates were scaled from a topographic map and have
 LX3019.an estimated accuracy of +/- 6 seconds.
 LX3019
 LX3019.The orthometric height was determined by differential leveling
 LX3019.and adjusted by the National Geodetic Survey in June 1991..
 LX3019
 LX3019.The geoid height was determined by GEOID03.
 LX3019
 LX3019.The dynamic height is computed by dividing the NAVD 88
 LX3019.geopotential number by the normal gravity value computed on the
 LX3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3019.degrees latitude (g = 980.6199 gals.).
 LX3019
 LX3019.The modeled gravity was interpolated from observed gravity values.
 LX3019
 LX3019;                    North         East    Units  Estimated Accuracy
 LX3019;SPC CT       -   271,250.      343,200.      MT  (+/- 180 meters Scaled)
 LX3019
 LX3019                          SUPERSEDED SURVEY CONTROL
 LX3019
 LX3019.No superseded survey control is available for this station.
 LX3019
 LX3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM250425(NAD 83)
 LX3019_MARKER: DD = SURVEY DISK
 LX3019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3019_SP_SET: WING WALL
 LX3019_STAMPING: 169 W 1923 RESET 1955
 LX3019_MARK LOGO: USGS  
 LX3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3019+STABILITY: SURFACE MOTION
 LX3019
 LX3019  HISTORY     - Date     Condition        Report By
 LX3019  HISTORY     - 1955     MONUMENTED       USGS
 LX3019  HISTORY     - 1986     GOOD             NGS
 LX3019
 LX3019                          STATION DESCRIPTION
 LX3019
 LX3019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3019'6.4 KM (3.95 MI) SOUTH FROM STAFFORD SPRINGS.
 LX3019'6.4 KM (3.95 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE TOWN HALL IN
 LX3019'STAFFORD SPRINGS TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST WING
 LX3019'WALL OF THE SOUTH BRIDGE OVER THE SOUTH CHANNEL OF ROARING BROOK, ALSO
 LX3019'2.8 KM (1.75 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX3019'STATE HIGHWAY 74 IN WEST WILLINGTON, 5.18 METERS (17.0 FT) EAST OF THE
 LX3019'CENTERLINE OF THE HIGHWAY, 0.67 METER (2.2 FT) NORTHEAST OF THE SOUTH
 LX3019'END OF THE EAST CONCRETE RETAINING RAILING.
 LX3019'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3468 ***********************************************************************
 LX3468  DESIGNATION -  17
 LX3468  PID         -  LX3468
 LX3468  STATE/COUNTY-  CT/NEW LONDON
 LX3468  USGS QUAD   -  NIANTIC (1983)
 LX3468
 LX3468                         *CURRENT SURVEY CONTROL
 LX3468  ___________________________________________________________________
 LX3468* NAD 83(1986)-  41 20 33.     (N)    072 07 46.     (W)     SCALED    
 LX3468* NAVD 88     -        15.846  (meters)      51.99   (feet)  ADJUSTED  
 LX3468  ___________________________________________________________________
 LX3468  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX3468  DYNAMIC HT  -          15.840 (meters)      51.97  (feet)  COMP
 LX3468  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX3468
 LX3468  VERT ORDER  -  FIRST     CLASS II
 LX3468
 LX3468.The horizontal coordinates were scaled from a topographic map and have
 LX3468.an estimated accuracy of +/- 6 seconds.
 LX3468
 LX3468.The orthometric height was determined by differential leveling
 LX3468.and adjusted by the National Geodetic Survey in June 1991..
 LX3468
 LX3468.The geoid height was determined by GEOID03.
 LX3468
 LX3468.The dynamic height is computed by dividing the NAVD 88
 LX3468.geopotential number by the normal gravity value computed on the
 LX3468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3468.degrees latitude (g = 980.6199 gals.).
 LX3468
 LX3468.The modeled gravity was interpolated from observed gravity values.
 LX3468
 LX3468;                    North         East    Units  Estimated Accuracy
 LX3468;SPC CT       -   209,130.      356,740.      MT  (+/- 180 meters Scaled)
 LX3468
 LX3468                          SUPERSEDED SURVEY CONTROL
 LX3468
 LX3468.No superseded survey control is available for this station.
 LX3468
 LX3468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL401807(NAD 83)
 LX3468_MARKER: DD = SURVEY DISK
 LX3468_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX3468_SP_SET: CONCRETE BASE OF FLOOD LIGHT
 LX3468_STAMPING: 17
 LX3468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3468
 LX3468  HISTORY     - Date     Condition        Report By
 LX3468  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3468  HISTORY     - 1986     GOOD             NGS
 LX3468  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3468  HISTORY     - 19900310 MARK NOT FOUND   USPSQD
 LX3468
 LX3468                          STATION DESCRIPTION
 LX3468
 LX3468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3468'IN WATERFORD.
 LX3468'LOCATED IN WATERFORD, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND
 LX3468'STATE HIGHWAY 156.  IT IS 8.6 METERS (28.5 FT) SOUTHEAST OF THE
 LX3468'CENTERLINE OF U.S. HIGHWAY 1, 11.7 METERS (38.5 FT) NORTHWEST OF THE
 LX3468'CENTERLINE OF STATE HIGHWAY 156, 3.9 METERS (13.0 FT) SOUTHEAST OF
 LX3468'POWER POLE NO. 2660 AND 1.9 METERS (6.5 FT) SOUTHWEST OF A GETTY OIL
 LX3468'SIGN.
 LX3468'THE MARK IS 0.30 M ABOVE GROUND.
 LX3468
 LX3468                          STATION RECOVERY (1989)
 LX3468
 LX3468'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3468'MARK NOT FOUND.
 LX3468
 LX3468                          STATION RECOVERY (1990)
 LX3468
 LX3468'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1821 ***********************************************************************
 LW1821  DESIGNATION -  1701
 LW1821  PID         -  LW1821
 LW1821  STATE/COUNTY-  CT/NEW LONDON
 LW1821  USGS QUAD   -  VOLUNTOWN (1975)
 LW1821
 LW1821                         *CURRENT SURVEY CONTROL
 LW1821  ___________________________________________________________________
 LW1821* NAD 83(1986)-  41 35 23.     (N)    071 51 19.     (W)     SCALED    
 LW1821* NAVD 88     -        89.602  (meters)     293.97   (feet)  ADJUSTED  
 LW1821  ___________________________________________________________________
 LW1821  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1821  DYNAMIC HT  -          89.569 (meters)     293.86  (feet)  COMP
 LW1821  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 LW1821
 LW1821  VERT ORDER  -  FIRST     CLASS II
 LW1821
 LW1821.The horizontal coordinates were scaled from a topographic map and have
 LW1821.an estimated accuracy of +/- 6 seconds.
 LW1821
 LW1821.The orthometric height was determined by differential leveling
 LW1821.and adjusted by the National Geodetic Survey in June 1991..
 LW1821
 LW1821.The geoid height was determined by GEOID03.
 LW1821
 LW1821.The dynamic height is computed by dividing the NAVD 88
 LW1821.geopotential number by the normal gravity value computed on the
 LW1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1821.degrees latitude (g = 980.6199 gals.).
 LW1821
 LW1821.The modeled gravity was interpolated from observed gravity values.
 LW1821
 LW1821;                    North         East    Units  Estimated Accuracy
 LW1821;SPC CT       -   236,790.      379,400.      MT  (+/- 180 meters Scaled)
 LW1821
 LW1821                          SUPERSEDED SURVEY CONTROL
 LW1821
 LW1821.No superseded survey control is available for this station.
 LW1821
 LW1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG620081(NAD 83)
 LW1821_MARKER: DD = SURVEY DISK
 LW1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1821_SP_SET: CONCRETE POST
 LW1821_STAMPING: 1701
 LW1821_MARK LOGO: CTGS  
 LW1821_PROJECTION: PROJECTING 5 CENTIMETERS
 LW1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1821+STABILITY: SURFACE MOTION
 LW1821
 LW1821  HISTORY     - Date     Condition        Report By
 LW1821  HISTORY     - 1936     MONUMENTED       CTGS
 LW1821  HISTORY     - 1986     GOOD             NGS
 LW1821
 LW1821                          STATION DESCRIPTION
 LW1821
 LW1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1821'1.6 KM (1.0 MI) NORTH FROM VOLUNTOWN.
 LW1821'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1821'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE MARK ON THE RIGHT
 LW1821'BETWEEN UTILITY POLES NO. 915 AND 916 AND 68.58 METERS (225.0 FT)
 LW1821'NORTH OF THE ENTRANCE TO PACHAUG STATE FOREST.  IT IS 5.64 METERS
 LW1821'(18.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 25.15 METERS (82.5
 LW1821'FT) NORTH OF UTILITY POLE NO. 915 AND 21.12 METERS (69.3 FT) SOUTH OF
 LW1821'UTILITY POLE NO. 916.
 LW1821'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 LW1821'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1822 ***********************************************************************
 LW1822  DESIGNATION -  1702
 LW1822  PID         -  LW1822
 LW1822  STATE/COUNTY-  CT/NEW LONDON
 LW1822  USGS QUAD   -  VOLUNTOWN (1975)
 LW1822
 LW1822                         *CURRENT SURVEY CONTROL
 LW1822  ___________________________________________________________________
 LW1822* NAD 83(1986)-  41 35 05.     (N)    071 51 20.     (W)     SCALED    
 LW1822* NAVD 88     -        83.436  (meters)     273.74   (feet)  ADJUSTED  
 LW1822  ___________________________________________________________________
 LW1822  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1822  DYNAMIC HT  -          83.406 (meters)     273.64  (feet)  COMP
 LW1822  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 LW1822
 LW1822  VERT ORDER  -  FIRST     CLASS II
 LW1822
 LW1822.The horizontal coordinates were scaled from a topographic map and have
 LW1822.an estimated accuracy of +/- 6 seconds.
 LW1822
 LW1822.The orthometric height was determined by differential leveling
 LW1822.and adjusted by the National Geodetic Survey in June 1991..
 LW1822
 LW1822.The geoid height was determined by GEOID03.
 LW1822
 LW1822.The dynamic height is computed by dividing the NAVD 88
 LW1822.geopotential number by the normal gravity value computed on the
 LW1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1822.degrees latitude (g = 980.6199 gals.).
 LW1822
 LW1822.The modeled gravity was interpolated from observed gravity values.
 LW1822
 LW1822;                    North         East    Units  Estimated Accuracy
 LW1822;SPC CT       -   236,240.      379,380.      MT  (+/- 180 meters Scaled)
 LW1822
 LW1822                          SUPERSEDED SURVEY CONTROL
 LW1822
 LW1822.No superseded survey control is available for this station.
 LW1822
 LW1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG619076(NAD 83)
 LW1822_MARKER: DD = SURVEY DISK
 LW1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1822_SP_SET: CONCRETE POST
 LW1822_STAMPING: 1702
 LW1822_MARK LOGO: CTGS  
 LW1822_PROJECTION: FLUSH
 LW1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1822+STABILITY: SURFACE MOTION
 LW1822
 LW1822  HISTORY     - Date     Condition        Report By
 LW1822  HISTORY     - 1936     MONUMENTED       CTGS
 LW1822  HISTORY     - 1986     GOOD             NGS
 LW1822
 LW1822                          STATION DESCRIPTION
 LW1822
 LW1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1822'1.0 KM (0.65 MI) NORTH FROM VOLUNTOWN.
 LW1822'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1822'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE MARK ON THE LEFT AT THE
 LW1822'JUNCTION OF A ROAD LEADING WEST INTO THE PAUCHAUG STATE FOREST.  IT IS
 LW1822'10.82 METERS (35.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LW1822'24.99 METERS (82.0 FT) SOUTH OF UTILITY POLE NO. 77 AND 22.04 METERS
 LW1822'(72.3 FT) NORTH OF UTILITY POLE NO. 907.
 LW1822'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1715 ***********************************************************************
 LW1715  DESIGNATION -  1708 CTGS
 LW1715  PID         -  LW1715
 LW1715  STATE/COUNTY-  CT/NEW LONDON
 LW1715  USGS QUAD   -  JEWETT CITY (1984)
 LW1715
 LW1715                         *CURRENT SURVEY CONTROL
 LW1715  ___________________________________________________________________
 LW1715* NAD 83(1986)-  41 35 40.     (N)    071 58 32.     (W)     SCALED    
 LW1715* NAVD 88     -        61.036  (meters)     200.25   (feet)  ADJUSTED  
 LW1715  ___________________________________________________________________
 LW1715  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW1715  DYNAMIC HT  -          61.015 (meters)     200.18  (feet)  COMP
 LW1715  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 LW1715
 LW1715  VERT ORDER  -  FIRST     CLASS II
 LW1715
 LW1715.The horizontal coordinates were scaled from a topographic map and have
 LW1715.an estimated accuracy of +/- 6 seconds.
 LW1715
 LW1715.The orthometric height was determined by differential leveling
 LW1715.and adjusted by the National Geodetic Survey in June 1991..
 LW1715
 LW1715.The geoid height was determined by GEOID03.
 LW1715
 LW1715.The dynamic height is computed by dividing the NAVD 88
 LW1715.geopotential number by the normal gravity value computed on the
 LW1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1715.degrees latitude (g = 980.6199 gals.).
 LW1715
 LW1715.The modeled gravity was interpolated from observed gravity values.
 LW1715
 LW1715;                    North         East    Units  Estimated Accuracy
 LW1715;SPC CT       -   237,220.      369,370.      MT  (+/- 180 meters Scaled)
 LW1715
 LW1715                          SUPERSEDED SURVEY CONTROL
 LW1715
 LW1715.No superseded survey control is available for this station.
 LW1715
 LW1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG520090(NAD 83)
 LW1715_MARKER: DD = SURVEY DISK
 LW1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1715_SP_SET: CONCRETE POST
 LW1715_STAMPING: 1708
 LW1715_MARK LOGO: CTGS  
 LW1715_PROJECTION: RECESSED 8 CENTIMETERS
 LW1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1715+STABILITY: SURFACE MOTION
 LW1715
 LW1715  HISTORY     - Date     Condition        Report By
 LW1715  HISTORY     - UNK      MONUMENTED       CTGS
 LW1715  HISTORY     - 1984     GOOD             NGS
 LW1715
 LW1715                          STATION DESCRIPTION
 LW1715
 LW1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1715'1.3 KM (0.8 MI) SE FROM JEWETT CITY.
 LW1715'1.3 KM (0.8 MI) SOUTHEAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LW1715'STATE HIGHWAY 12 IN JEWETT CITY TO THE MARK ON THE RIGHT, 0.1 KM
 LW1715'(0.05 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 164, 6.10 METERS
 LW1715'(20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.34 METERS
 LW1715'(40.5 FT) NORTHWEST OF THE SOUTHWEST LEG OF A HIGHWAY SIGN (PACHAUG 3,
 LW1715'GLASGO 6), 19.81 METERS (65.0 FT) WEST AND ACORSS THE HIGHWAY FROM
 LW1715'POWER POLE 41.
 LW1715'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 LW1715'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1725 ***********************************************************************
 LW1725  DESIGNATION -  1709
 LW1725  PID         -  LW1725
 LW1725  STATE/COUNTY-  CT/NEW LONDON
 LW1725  USGS QUAD   -  JEWETT CITY (1984)
 LW1725
 LW1725                         *CURRENT SURVEY CONTROL
 LW1725  ___________________________________________________________________
 LW1725* NAD 83(1986)-  41 30 33.     (N)    071 58 59.     (W)     SCALED    
 LW1725* NAVD 88     -        69.235  (meters)     227.15   (feet)  ADJUSTED  
 LW1725  ___________________________________________________________________
 LW1725  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1725  DYNAMIC HT  -          69.211 (meters)     227.07  (feet)  COMP
 LW1725  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LW1725
 LW1725  VERT ORDER  -  FIRST     CLASS II
 LW1725
 LW1725.The horizontal coordinates were scaled from a topographic map and have
 LW1725.an estimated accuracy of +/- 6 seconds.
 LW1725
 LW1725.The orthometric height was determined by differential leveling
 LW1725.and adjusted by the National Geodetic Survey in June 1991..
 LW1725
 LW1725.The geoid height was determined by GEOID03.
 LW1725
 LW1725.The dynamic height is computed by dividing the NAVD 88
 LW1725.geopotential number by the normal gravity value computed on the
 LW1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1725.degrees latitude (g = 980.6199 gals.).
 LW1725
 LW1725.The modeled gravity was interpolated from observed gravity values.
 LW1725
 LW1725;                    North         East    Units  Estimated Accuracy
 LW1725;SPC CT       -   227,740.      368,830.      MT  (+/- 180 meters Scaled)
 LW1725
 LW1725                          SUPERSEDED SURVEY CONTROL
 LW1725
 LW1725.No superseded survey control is available for this station.
 LW1725
 LW1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF510995(NAD 83)
 LW1725_MARKER: DD = SURVEY DISK
 LW1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1725_SP_SET: CONCRETE POST
 LW1725_STAMPING: 1709
 LW1725_MARK LOGO: CTGS  
 LW1725_PROJECTION: RECESSED 5 CENTIMETERS
 LW1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1725+STABILITY: SURFACE MOTION
 LW1725
 LW1725  HISTORY     - Date     Condition        Report By
 LW1725  HISTORY     - UNK      MONUMENTED       CTGS
 LW1725  HISTORY     - 1984     GOOD             NGS
 LW1725  HISTORY     - 19901006 GOOD             USPSQD
 LW1725
 LW1725                          STATION DESCRIPTION
 LW1725
 LW1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1725'2.6 KM (1.65 MI) SW FROM PRESTON CITY.
 LW1725'2.6 KM (1.65 MI) SOUTHWEST ALONG STATE HIGHWAY 164 FROM THE JUNCTION
 LW1725'OF STATE HIGHWAY 165 IN PRESTON CITY TO THE MARK ON THE LEFT, 0.3 KM
 LW1725'(0.2 MI) SOUTH OF THE JUNCTION OF ROSS ROAD, ALSO 3.0 KM (1.85 MI)
 LW1725'NORTH ALONG HIGHWAY 164 FROM THE JUNCTION OF STATE HIGHWAY 2 IN
 LW1725'PRESTON, 5.27 METERS (17.3 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LW1725'HIGHWAY, 10.21 METERS (33.5 FT) NORTH OF A 25-CM (10-IN) HICKORY TREE.
 LW1725'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 LW1725'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1725
 LW1725                          STATION RECOVERY (1990)
 LW1725
 LW1725'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0055 ***********************************************************************
 LX0055  DESIGNATION -  171 W
 LX0055  PID         -  LX0055
 LX0055  STATE/COUNTY-  CT/TOLLAND
 LX0055  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX0055
 LX0055                         *CURRENT SURVEY CONTROL
 LX0055  ___________________________________________________________________
 LX0055* NAD 83(1986)-  41 57 12.     (N)    072 18 10.     (W)     SCALED    
 LX0055* NAVD 88     -       145.690  (meters)     477.98   (feet)  ADJUSTED  
 LX0055  ___________________________________________________________________
 LX0055  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX0055  DYNAMIC HT  -         145.644 (meters)     477.83  (feet)  COMP
 LX0055  MODELED GRAV-     980,304.2   (mgal)                       NAVD 88
 LX0055
 LX0055  VERT ORDER  -  FIRST     CLASS II
 LX0055
 LX0055.The horizontal coordinates were scaled from a topographic map and have
 LX0055.an estimated accuracy of +/- 6 seconds.
 LX0055
 LX0055.The orthometric height was determined by differential leveling
 LX0055.and adjusted by the National Geodetic Survey in June 1991..
 LX0055.WARNING-Repeat measurements at this control monument indicate possible
 LX0055.vertical movement.
 LX0055
 LX0055.The geoid height was determined by GEOID03.
 LX0055
 LX0055.The dynamic height is computed by dividing the NAVD 88
 LX0055.geopotential number by the normal gravity value computed on the
 LX0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0055.degrees latitude (g = 980.6199 gals.).
 LX0055
 LX0055.The modeled gravity was interpolated from observed gravity values.
 LX0055
 LX0055;                    North         East    Units  Estimated Accuracy
 LX0055;SPC CT       -   276,890.      341,880.      MT  (+/- 180 meters Scaled)
 LX0055
 LX0055                          SUPERSEDED SURVEY CONTROL
 LX0055
 LX0055  NGVD 29 (??/??/92)  145.923  (m)          478.75   (f) ADJ UNCH    1 2
 LX0055
 LX0055.Superseded values are not recommended for survey control.
 LX0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0055.See file dsdata.txt to determine how the superseded data were derived.
 LX0055
 LX0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM235481(NAD 83)
 LX0055_MARKER: DD = SURVEY DISK
 LX0055_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0055+WITH SETTING: PAVEMENT
 LX0055_SP_SET: PILASTER
 LX0055_STAMPING: 171 W 1923 476
 LX0055_MARK LOGO: USGS  
 LX0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0055+STABILITY: SURFACE MOTION
 LX0055
 LX0055  HISTORY     - Date     Condition        Report By
 LX0055  HISTORY     - 1923     MONUMENTED       USGS
 LX0055  HISTORY     - 1935     GOOD             NGS
 LX0055  HISTORY     - 1943     GOOD             CTDT
 LX0055  HISTORY     - 1943     GOOD             USGS
 LX0055  HISTORY     - 1984     GOOD             NGS
 LX0055  HISTORY     - 1986     GOOD             NGS
 LX0055  HISTORY     - 1989     GOOD             USPSQD
 LX0055
 LX0055                          STATION DESCRIPTION
 LX0055
 LX0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0055'AT STAFFORD SPRINGS.
 LX0055'AT STAFFORD SPRINGS, TOLLAND COUNTY, ABOUT 80 FEET SOUTHEAST OF
 LX0055'THE CENTRAL VERMONT RAILWAY STATION, AT TOWN HALL, IN THE
 LX0055'PILASTER, 12 FEET WEST OF THE CENTER OF THE ENTRANCE, 50 FEET
 LX0055'SOUTH OF A HORSE-WATERING TROUGH IN HAYMARKET SQUARE, AND ABOUT
 LX0055'5 FEET HIGHER THAN THE STREET.  A UNITED STATES GEOLOGICAL SURVEY
 LX0055'STANDARD DISK, STAMPED 171 W 1923 476.  NOTE-- ABOUT 80 FEET
 LX0055'NORTHEAST OF THE CENTRAL VERMONT RAILWAY STATION, AT TOWN HALL,
 LX0055'IN TOP OF SOUTH CONCRETE PILASTER 12 FEET SOUTH OF CENTER OF
 LX0055'ENTRANCE, 50 FEET EAST OF A MEMORIAL MONUMENT IN HAYMARKET SQ.
 LX0055'ETC.
 LX0055
 LX0055                          STATION RECOVERY (1943)
 LX0055
 LX0055'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0055'RECOVERED IN GOOD CONDITION.
 LX0055
 LX0055                          STATION RECOVERY (1943)
 LX0055
 LX0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0055'AT STAFFORD SPRINGS, TOLLAND COUNTY, 80 FEET NORTHEAST OF THE CENTRAL
 LX0055'VERMONT RAILWAY STATION, AT TOWN HALL, IN THE TOP OF THE SOUTH
 LX0055'CONCRETE PILASTER, 12 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 50
 LX0055'FEET EAST OF A MEMORIAL MONUMENT IN HAYMARKET SQUARE, AND ABOUT 5
 LX0055'FEET HIGHER THAN THE STREET.
 LX0055
 LX0055                          STATION RECOVERY (1984)
 LX0055
 LX0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0055'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN STAFFORD
 LX0055'SPRINGS, NEAR THE EAST END OF MAIN STREET, IN TOP OF THE SOUTH ONE OF
 LX0055'TWO PILASTERS OF THE ENTRANCE TO THE TOWN HALL, 3.66 METERS (12.0 FT)
 LX0055'SOUTH OF THE CENTER OF THE ENTRANCE TO THE BUILDING.
 LX0055'THE MARK IS 1.4 M ABOVE STREET.
 LX0055
 LX0055                          STATION RECOVERY (1986)
 LX0055
 LX0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0055'RECOVERED IN GOOD CONDITION.
 LX0055
 LX0055                          STATION RECOVERY (1989)
 LX0055
 LX0055'RECOVERY NOTE BY US POWER SQUADRON 1989 (REM)
 LX0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3118 ***********************************************************************
 LX3118  DESIGNATION -  1717
 LX3118  PID         -  LX3118
 LX3118  STATE/COUNTY-  CT/TOLLAND
 LX3118  USGS QUAD   -  COLUMBIA (1984)
 LX3118
 LX3118                         *CURRENT SURVEY CONTROL
 LX3118  ___________________________________________________________________
 LX3118* NAD 83(1986)-  41 42 36.     (N)    072 17 07.     (W)     SCALED    
 LX3118* NAVD 88     -       100.091  (meters)     328.38   (feet)  ADJUSTED  
 LX3118  ___________________________________________________________________
 LX3118  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3118  DYNAMIC HT  -         100.056 (meters)     328.27  (feet)  COMP
 LX3118  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LX3118
 LX3118  VERT ORDER  -  FIRST     CLASS II
 LX3118
 LX3118.The horizontal coordinates were scaled from a topographic map and have
 LX3118.an estimated accuracy of +/- 6 seconds.
 LX3118
 LX3118.The orthometric height was determined by differential leveling
 LX3118.and adjusted by the National Geodetic Survey in June 1991..
 LX3118
 LX3118.The geoid height was determined by GEOID03.
 LX3118
 LX3118.The dynamic height is computed by dividing the NAVD 88
 LX3118.geopotential number by the normal gravity value computed on the
 LX3118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3118.degrees latitude (g = 980.6199 gals.).
 LX3118
 LX3118.The modeled gravity was interpolated from observed gravity values.
 LX3118
 LX3118;                    North         East    Units  Estimated Accuracy
 LX3118;SPC CT       -   249,870.      343,480.      MT  (+/- 180 meters Scaled)
 LX3118
 LX3118                          SUPERSEDED SURVEY CONTROL
 LX3118
 LX3118.No superseded survey control is available for this station.
 LX3118
 LX3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM258211(NAD 83)
 LX3118_MARKER: DD = SURVEY DISK
 LX3118_SETTING: 66 = SET IN ROCK OUTCROP
 LX3118_SP_SET: ROCK OUTCROP
 LX3118_STAMPING: 1717
 LX3118_MARK LOGO: CTGS  
 LX3118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3118+STABILITY: POSITION/ELEVATION WELL
 LX3118
 LX3118  HISTORY     - Date     Condition        Report By
 LX3118  HISTORY     - 1936     MONUMENTED       CTGS
 LX3118  HISTORY     - 1986     GOOD             NGS
 LX3118
 LX3118                          STATION DESCRIPTION
 LX3118
 LX3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3118'1.4 KM (0.85 MI) EAST FROM COLUMBIA.
 LX3118'1.4 KM (0.9 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3118'COLUMBIA TO THE MARK ON THE RIGHT, 11.2 METERS (36.8 FT) SOUTHEAST OF
 LX3118'THE CENTERLINE OF THE HIGHWAY, 6.1 METERS (20.3 FT) SOUTHEAST OF A
 LX3118'GUARDRAIL, 5.4 METERS (17.8 FT) SOUTHWEST OF A CURVE SIGN.
 LX3118'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LX3118'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3117 ***********************************************************************
 LX3117  DESIGNATION -  1718
 LX3117  PID         -  LX3117
 LX3117  STATE/COUNTY-  CT/TOLLAND
 LX3117  USGS QUAD   -  COLUMBIA (1984)
 LX3117
 LX3117                         *CURRENT SURVEY CONTROL
 LX3117  ___________________________________________________________________
 LX3117* NAD 83(1986)-  41 42 28.     (N)    072 17 23.     (W)     SCALED    
 LX3117* NAVD 88     -       116.496  (meters)     382.20   (feet)  ADJUSTED  
 LX3117  ___________________________________________________________________
 LX3117  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3117  DYNAMIC HT  -         116.455 (meters)     382.07  (feet)  COMP
 LX3117  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX3117
 LX3117  VERT ORDER  -  FIRST     CLASS II
 LX3117
 LX3117.The horizontal coordinates were scaled from a topographic map and have
 LX3117.an estimated accuracy of +/- 6 seconds.
 LX3117
 LX3117.The orthometric height was determined by differential leveling
 LX3117.and adjusted by the National Geodetic Survey in June 1991..
 LX3117
 LX3117.The geoid height was determined by GEOID03.
 LX3117
 LX3117.The dynamic height is computed by dividing the NAVD 88
 LX3117.geopotential number by the normal gravity value computed on the
 LX3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3117.degrees latitude (g = 980.6199 gals.).
 LX3117
 LX3117.The modeled gravity was interpolated from observed gravity values.
 LX3117
 LX3117;                    North         East    Units  Estimated Accuracy
 LX3117;SPC CT       -   249,620.      343,110.      MT  (+/- 180 meters Scaled)
 LX3117
 LX3117                          SUPERSEDED SURVEY CONTROL
 LX3117
 LX3117.No superseded survey control is available for this station.
 LX3117
 LX3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM254208(NAD 83)
 LX3117_MARKER: DD = SURVEY DISK
 LX3117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3117_SP_SET: CONCRETE POST
 LX3117_STAMPING: 1718
 LX3117_MARK LOGO: CTGS  
 LX3117_PROJECTION: RECESSED 21 CENTIMETERS
 LX3117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3117+STABILITY: SURFACE MOTION
 LX3117
 LX3117  HISTORY     - Date     Condition        Report By
 LX3117  HISTORY     - 1936     MONUMENTED       CTGS
 LX3117  HISTORY     - 1986     GOOD             NGS
 LX3117
 LX3117                          STATION DESCRIPTION
 LX3117
 LX3117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3117'1.0 KM (0.65 MI) EAST FROM COLUMBIA.
 LX3117'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3117'COLUMBIA TO THE MARK ON THE RIGHT, 5.4 METERS (18.0 FT) SOUTHEAST OF
 LX3117'THE CENTERLINE OF THE HIGHWAY, 4.1 METERS (13.6 FT) NORTHEAST OF AN
 LX3117'END GUARD POST.
 LX3117'THE MARK IS 0.18 METERS  SW FROM  A WITNESS POST
 LX3117'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2106 ***********************************************************************
 LX2106  DESIGNATION -  1723
 LX2106  PID         -  LX2106
 LX2106  STATE/COUNTY-  CT/TOLLAND
 LX2106  USGS QUAD   -  EASTFORD (1983)
 LX2106
 LX2106                         *CURRENT SURVEY CONTROL
 LX2106  ___________________________________________________________________
 LX2106* NAD 83(1986)-  41 59 04.     (N)    072 06 57.     (W)     SCALED    
 LX2106* NAVD 88     -       282.630  (meters)     927.26   (feet)  ADJUSTED  
 LX2106  ___________________________________________________________________
 LX2106  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2106  DYNAMIC HT  -         282.539 (meters)     926.96  (feet)  COMP
 LX2106  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX2106
 LX2106  VERT ORDER  -  FIRST     CLASS II
 LX2106
 LX2106.The horizontal coordinates were scaled from a topographic map and have
 LX2106.an estimated accuracy of +/- 6 seconds.
 LX2106
 LX2106.The orthometric height was determined by differential leveling
 LX2106.and adjusted by the National Geodetic Survey in June 1991..
 LX2106
 LX2106.The geoid height was determined by GEOID03.
 LX2106
 LX2106.The dynamic height is computed by dividing the NAVD 88
 LX2106.geopotential number by the normal gravity value computed on the
 LX2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2106.degrees latitude (g = 980.6199 gals.).
 LX2106
 LX2106.The modeled gravity was interpolated from observed gravity values.
 LX2106
 LX2106;                    North         East    Units  Estimated Accuracy
 LX2106;SPC CT       -   280,440.      357,360.      MT  (+/- 180 meters Scaled)
 LX2106
 LX2106                          SUPERSEDED SURVEY CONTROL
 LX2106
 LX2106.No superseded survey control is available for this station.
 LX2106
 LX2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM389520(NAD 83)
 LX2106_MARKER: DD = SURVEY DISK
 LX2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2106_SP_SET: CONCRETE POST
 LX2106_STAMPING: 1723
 LX2106_MARK LOGO: CTGS  
 LX2106_PROJECTION: RECESSED 6 CENTIMETERS
 LX2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2106+STABILITY: SURFACE MOTION
 LX2106
 LX2106  HISTORY     - Date     Condition        Report By
 LX2106  HISTORY     - 1940     MONUMENTED       CTGS
 LX2106  HISTORY     - 1984     GOOD             NGS
 LX2106  HISTORY     - 20030424 GOOD             INDIV
 LX2106
 LX2106                          STATION DESCRIPTION
 LX2106
 LX2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2106'4.3 KM (2.65 MI) EAST FROM UNION.
 LX2106'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2106'CHURCH OF UNION IN UNION, THENCE 3.8 KM (2.35 MI) EAST ALONG STATE
 LX2106'HIGHWAY 171 TO THE JUNCTION OF STATE HIGHWAY 197 AND THE MARK ON THE
 LX2106'LEFT, 7.32 METERS (24.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 171,
 LX2106'16.61 METERS (54.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 197,
 LX2106'11.89 METERS (39.0 FT) SOUTHEAST OF UTILITY POLE 11409, 2.23 METERS
 LX2106'(7.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A ROCK WALL.
 LX2106'THE MARK IS 2.18 METERS  NW FROM A WITNESS POST.
 LX2106'THE MARK IS 0.1 M BELOW HIGHWAY.
 LX2106
 LX2106                          STATION RECOVERY (2003)
 LX2106
 LX2106'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2102 ***********************************************************************
 LX2102  DESIGNATION -  1727
 LX2102  PID         -  LX2102
 LX2102  STATE/COUNTY-  CT/TOLLAND
 LX2102  USGS QUAD   -  WESTFORD (1983)
 LX2102
 LX2102                         *CURRENT SURVEY CONTROL
 LX2102  ___________________________________________________________________
 LX2102* NAD 83(1986)-  41 59 36.     (N)    072 09 12.     (W)     SCALED    
 LX2102* NAVD 88     -       303.502  (meters)     995.74   (feet)  ADJUSTED  
 LX2102  ___________________________________________________________________
 LX2102  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX2102  DYNAMIC HT  -         303.403 (meters)     995.41  (feet)  COMP
 LX2102  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX2102
 LX2102  VERT ORDER  -  FIRST     CLASS II
 LX2102
 LX2102.The horizontal coordinates were scaled from a topographic map and have
 LX2102.an estimated accuracy of +/- 6 seconds.
 LX2102
 LX2102.The orthometric height was determined by differential leveling
 LX2102.and adjusted by the National Geodetic Survey in June 1991..
 LX2102
 LX2102.The geoid height was determined by GEOID03.
 LX2102
 LX2102.The dynamic height is computed by dividing the NAVD 88
 LX2102.geopotential number by the normal gravity value computed on the
 LX2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2102.degrees latitude (g = 980.6199 gals.).
 LX2102
 LX2102.The modeled gravity was interpolated from observed gravity values.
 LX2102
 LX2102;                    North         East    Units  Estimated Accuracy
 LX2102;SPC CT       -   281,400.      354,240.      MT  (+/- 180 meters Scaled)
 LX2102
 LX2102                          SUPERSEDED SURVEY CONTROL
 LX2102
 LX2102.No superseded survey control is available for this station.
 LX2102
 LX2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM357529(NAD 83)
 LX2102_MARKER: DD = SURVEY DISK
 LX2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2102_SP_SET: CONCRETE POST
 LX2102_STAMPING: 1727
 LX2102_MARK LOGO: CTGS  
 LX2102_PROJECTION: FLUSH
 LX2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2102+STABILITY: SURFACE MOTION
 LX2102
 LX2102  HISTORY     - Date     Condition        Report By
 LX2102  HISTORY     - 1965     MONUMENTED       CTGS
 LX2102  HISTORY     - 1984     GOOD             NGS
 LX2102  HISTORY     - 20030424 GOOD             INDIV
 LX2102
 LX2102                          STATION DESCRIPTION
 LX2102
 LX2102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2102'0.7 KM (0.45 MI) NORTH FROM UNION.
 LX2102'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2102'CHURCH OF UNION IN UNION, THENCE 0.2 KM (0.15 MI) EAST ALONG STATE
 LX2102'HIGHWAY 171 TO THE MARK ON THE RIGHT, 11.43 METERS (37.5 FT) SOUTH OF
 LX2102'THE CENTERLINE OF THE HIGHWAY, 18.75 METERS (61.5 FT) EAST OF UTILITY
 LX2102'POLE 1724, 2.29 METERS (7.5 FT) NORTH OF A 46-CM (18-IN) HICKORY TREE.
 LX2102'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 LX2102'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX2102
 LX2102                          STATION RECOVERY (2003)
 LX2102
 LX2102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2099 ***********************************************************************
 LX2099  DESIGNATION -  1728
 LX2099  PID         -  LX2099
 LX2099  STATE/COUNTY-  CT/TOLLAND
 LX2099  USGS QUAD   -  WESTFORD (1983)
 LX2099
 LX2099                         *CURRENT SURVEY CONTROL
 LX2099  ___________________________________________________________________
 LX2099* NAD 83(1986)-  41 59 34.     (N)    072 09 22.     (W)     SCALED    
 LX2099* NAVD 88     -       305.297  (meters)    1001.63   (feet)  ADJUSTED  
 LX2099  ___________________________________________________________________
 LX2099  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX2099  DYNAMIC HT  -         305.197 (meters)    1001.30  (feet)  COMP
 LX2099  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LX2099
 LX2099  VERT ORDER  -  FIRST     CLASS II
 LX2099
 LX2099.The horizontal coordinates were scaled from a topographic map and have
 LX2099.an estimated accuracy of +/- 6 seconds.
 LX2099
 LX2099.The orthometric height was determined by differential leveling
 LX2099.and adjusted by the National Geodetic Survey in June 1991..
 LX2099
 LX2099.The geoid height was determined by GEOID03.
 LX2099
 LX2099.The dynamic height is computed by dividing the NAVD 88
 LX2099.geopotential number by the normal gravity value computed on the
 LX2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2099.degrees latitude (g = 980.6199 gals.).
 LX2099
 LX2099.The modeled gravity was interpolated from observed gravity values.
 LX2099
 LX2099;                    North         East    Units  Estimated Accuracy
 LX2099;SPC CT       -   281,340.      354,010.      MT  (+/- 180 meters Scaled)
 LX2099
 LX2099                          SUPERSEDED SURVEY CONTROL
 LX2099
 LX2099.No superseded survey control is available for this station.
 LX2099
 LX2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM355528(NAD 83)
 LX2099_MARKER: DD = SURVEY DISK
 LX2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2099_SP_SET: CONCRETE POST
 LX2099_STAMPING: 1728
 LX2099_MARK LOGO: CTGS  
 LX2099_PROJECTION: FLUSH
 LX2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2099+STABILITY: SURFACE MOTION
 LX2099
 LX2099  HISTORY     - Date     Condition        Report By
 LX2099  HISTORY     - 1965     MONUMENTED       CTGS
 LX2099  HISTORY     - 1984     GOOD             NGS
 LX2099
 LX2099                          STATION DESCRIPTION
 LX2099
 LX2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2099'0.3 KM (0.2 MI) NORTH FROM UNION.
 LX2099'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2099'CHURCH OF UNION IN UNION TO THE MARK ON THE LEFT, 6.40 METERS (21.0
 LX2099'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 31.94 METERS
 LX2099'(104.8 FT) WEST AND ACROSS THE HIGHWAY FROM UTILITY POLE 195,
 LX2099'1.89 METERS (6.2 FT) NORTHEAST OF A 46-CM (18-IN) PINE TREE.
 LX2099'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LX2099'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1809 ***********************************************************************
 LW1809  DESIGNATION -  1732
 LW1809  PID         -  LW1809
 LW1809  STATE/COUNTY-  CT/WINDHAM
 LW1809  USGS QUAD   -  ONECO (1970)
 LW1809
 LW1809                         *CURRENT SURVEY CONTROL
 LW1809  ___________________________________________________________________
 LW1809* NAD 83(1986)-  41 41 20.     (N)    071 51 00.     (W)     SCALED    
 LW1809* NAVD 88     -       178.683  (meters)     586.23   (feet)  ADJUSTED  
 LW1809  ___________________________________________________________________
 LW1809  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW1809  DYNAMIC HT  -         178.618 (meters)     586.02  (feet)  COMP
 LW1809  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 LW1809
 LW1809  VERT ORDER  -  FIRST     CLASS II
 LW1809
 LW1809.The horizontal coordinates were scaled from a topographic map and have
 LW1809.an estimated accuracy of +/- 6 seconds.
 LW1809
 LW1809.The orthometric height was determined by differential leveling
 LW1809.and adjusted by the National Geodetic Survey in June 1991..
 LW1809
 LW1809.The geoid height was determined by GEOID03.
 LW1809
 LW1809.The dynamic height is computed by dividing the NAVD 88
 LW1809.geopotential number by the normal gravity value computed on the
 LW1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1809.degrees latitude (g = 980.6199 gals.).
 LW1809
 LW1809.The modeled gravity was interpolated from observed gravity values.
 LW1809
 LW1809;                    North         East    Units  Estimated Accuracy
 LW1809;SPC CT       -   247,810.      379,730.      MT  (+/- 180 meters Scaled)
 LW1809
 LW1809                          SUPERSEDED SURVEY CONTROL
 LW1809
 LW1809.No superseded survey control is available for this station.
 LW1809
 LW1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG628191(NAD 83)
 LW1809_MARKER: DD = SURVEY DISK
 LW1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1809_SP_SET: CONCRETE POST
 LW1809_STAMPING: 1732
 LW1809_MARK LOGO: CTGS  
 LW1809_PROJECTION: RECESSED 10 CENTIMETERS
 LW1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1809+STABILITY: SURFACE MOTION
 LW1809
 LW1809  HISTORY     - Date     Condition        Report By
 LW1809  HISTORY     - 1939     MONUMENTED       CTGS
 LW1809  HISTORY     - 1986     GOOD             NGS
 LW1809  HISTORY     - 19961020 GOOD             USPSQD
 LW1809
 LW1809                          STATION DESCRIPTION
 LW1809
 LW1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1809'IN STERLING.
 LW1809'IN STERLING AT THE JUNCTION OF STATE HIGHWAYS 14A AND 49 AND NEAR THE
 LW1809'SOUTHWEST CORNER OF A 2 STORY FRAME HOUSE.  IT IS 4.75 METERS (15.6
 LW1809'FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 14A, 5.03 METERS (16.5
 LW1809'FT) WEST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 49, 4.45 METERS
 LW1809'(14.6 FT) SOUTHEAST OF UTILITY POLE NO. 1119 WITH ONE GUY WIRE AND ONE
 LW1809'GUY WIRE GOING TO A BRACE POLE AND A STREET LAMP, 6.70 METERS (22.0
 LW1809'FT) WEST OF THE EXTENDED ENTRANCE TO THE 2 STORY HOUSE AND 0.70 METER
 LW1809'(2.3 FT) NORTH OF THE SHOULDER OF THE ROAD.
 LW1809'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1809
 LW1809                          STATION RECOVERY (1996)
 LW1809
 LW1809'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1805 ***********************************************************************
 LW1805  DESIGNATION -  1737
 LW1805  PID         -  LW1805
 LW1805  STATE/COUNTY-  CT/WINDHAM
 LW1805  USGS QUAD   -  PLAINFIELD (1983)
 LW1805
 LW1805                         *CURRENT SURVEY CONTROL
 LW1805  ___________________________________________________________________
 LW1805* NAD 83(1986)-  41 40 54.     (N)    071 53 54.     (W)     SCALED    
 LW1805* NAVD 88     -        77.768  (meters)     255.14   (feet)  ADJUSTED  
 LW1805  ___________________________________________________________________
 LW1805  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1805  DYNAMIC HT  -          77.741 (meters)     255.06  (feet)  COMP
 LW1805  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 LW1805
 LW1805  VERT ORDER  -  FIRST     CLASS II
 LW1805
 LW1805.The horizontal coordinates were scaled from a topographic map and have
 LW1805.an estimated accuracy of +/- 6 seconds.
 LW1805
 LW1805.The orthometric height was determined by differential leveling
 LW1805.and adjusted by the National Geodetic Survey in June 1991..
 LW1805
 LW1805.The geoid height was determined by GEOID03.
 LW1805
 LW1805.The dynamic height is computed by dividing the NAVD 88
 LW1805.geopotential number by the normal gravity value computed on the
 LW1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1805.degrees latitude (g = 980.6199 gals.).
 LW1805
 LW1805.The modeled gravity was interpolated from observed gravity values.
 LW1805
 LW1805;                    North         East    Units  Estimated Accuracy
 LW1805;SPC CT       -   246,970.      375,710.      MT  (+/- 180 meters Scaled)
 LW1805
 LW1805                          SUPERSEDED SURVEY CONTROL
 LW1805
 LW1805.No superseded survey control is available for this station.
 LW1805
 LW1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG587184(NAD 83)
 LW1805_MARKER: DD = SURVEY DISK
 LW1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1805_SP_SET: CONCRETE POST
 LW1805_STAMPING: 1737
 LW1805_MARK LOGO: CTGS  
 LW1805_PROJECTION: RECESSED 15 CENTIMETERS
 LW1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1805+STABILITY: SURFACE MOTION
 LW1805
 LW1805  HISTORY     - Date     Condition        Report By
 LW1805  HISTORY     - 1939     MONUMENTED       CTGS
 LW1805  HISTORY     - 1986     GOOD             NGS
 LW1805  HISTORY     - 19961001 MARK NOT FOUND   USPSQD
 LW1805
 LW1805                          STATION DESCRIPTION
 LW1805
 LW1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1805'1.4 KM (0.85 MI) EAST FROM PLAINFIELD.
 LW1805'1.4 KM (0.9 MI) EAST ALONG STATE HIGHWAY 14A FROM THE INTERSECTION OF
 LW1805'STATE HIGHWAY 12 AND CEMETARY ROAD IN PLAINFIELD TO THE MARK ON THE
 LW1805'LEFT.  IT IS 5.70 METERS (18.7 FT) NORTH-NORTHEAST OF THE CENTERLINE
 LW1805'OF THE HIGHWAY, 6.70 METERS (22.0 FT) SOUTHEAST OF THE CENTER OF A
 LW1805'PRIVATE DRIVE LEADING TO A 1 1/2 STORY FRAME HOUSE AND LARGE BARN AND
 LW1805'0.76 METERS (2.5 FT) NORTH-NORTHEAST OF UTILITY POLE NO. 22 WITH
 LW1805'TRANSFORMER AND BRACE POLE NO 22 4 PB.
 LW1805'THE MARK IS 0.15 METERS  SSW FROM  A WITNESS POST
 LW1805'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1805
 LW1805                          STATION RECOVERY (1996)
 LW1805
 LW1805'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1805'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3059 ***********************************************************************
 LX3059  DESIGNATION -  1739
 LX3059  PID         -  LX3059
 LX3059  STATE/COUNTY-  CT/WINDHAM
 LX3059  USGS QUAD   -  SCOTLAND (1983)
 LX3059
 LX3059                         *CURRENT SURVEY CONTROL
 LX3059  ___________________________________________________________________
 LX3059* NAD 83(1986)-  41 42 33.     (N)    072 01 30.     (W)     SCALED    
 LX3059* NAVD 88     -       172.461  (meters)     565.82   (feet)  ADJUSTED  
 LX3059  ___________________________________________________________________
 LX3059  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3059  DYNAMIC HT  -         172.400 (meters)     565.62  (feet)  COMP
 LX3059  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LX3059
 LX3059  VERT ORDER  -  FIRST     CLASS II
 LX3059
 LX3059.The horizontal coordinates were scaled from a topographic map and have
 LX3059.an estimated accuracy of +/- 6 seconds.
 LX3059
 LX3059.The orthometric height was determined by differential leveling
 LX3059.and adjusted by the National Geodetic Survey in June 1991..
 LX3059
 LX3059.The geoid height was determined by GEOID03.
 LX3059
 LX3059.The dynamic height is computed by dividing the NAVD 88
 LX3059.geopotential number by the normal gravity value computed on the
 LX3059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3059.degrees latitude (g = 980.6199 gals.).
 LX3059
 LX3059.The modeled gravity was interpolated from observed gravity values.
 LX3059
 LX3059;                    North         East    Units  Estimated Accuracy
 LX3059;SPC CT       -   249,920.      365,140.      MT  (+/- 180 meters Scaled)
 LX3059
 LX3059                          SUPERSEDED SURVEY CONTROL
 LX3059
 LX3059.No superseded survey control is available for this station.
 LX3059
 LX3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM475217(NAD 83)
 LX3059_MARKER: DD = SURVEY DISK
 LX3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3059_SP_SET: CONCRETE POST
 LX3059_STAMPING: 1739
 LX3059_MARK LOGO: CTGS  
 LX3059_PROJECTION: FLUSH
 LX3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3059+STABILITY: SURFACE MOTION
 LX3059
 LX3059  HISTORY     - Date     Condition        Report By
 LX3059  HISTORY     - 1940     MONUMENTED       CTGS
 LX3059  HISTORY     - 1986     GOOD             NGS
 LX3059  HISTORY     - 19961020 GOOD             USPSQD
 LX3059
 LX3059                          STATION DESCRIPTION
 LX3059
 LX3059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3059'0.2 KM (0.15 MI) WEST FROM WESTMINSTER.
 LX3059'0.2 KM (0.15 MI) WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LX3059'WATER STREET IN WESTMINSTER TO THE MARK ON THE LEFT, 5.33 METERS (17.5
 LX3059'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 11.64 METERS (38.2 FT)
 LX3059'SOUTH OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 932.
 LX3059'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX3059
 LX3059                          STATION RECOVERY (1996)
 LX3059
 LX3059'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6150 ***********************************************************************
 LX6150  DESIGNATION -  174
 LX6150  PID         -  LX6150
 LX6150  STATE/COUNTY-  CT/MIDDLESEX
 LX6150  USGS QUAD   -  HADDAM (1971)
 LX6150
 LX6150                         *CURRENT SURVEY CONTROL
 LX6150  ___________________________________________________________________
 LX6150* NAD 83(1996)-  41 29 49.86838(N)    072 31 23.53281(W)     ADJUSTED  
 LX6150* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6150  ___________________________________________________________________
 LX6150  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX6150  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6150
 LX6150  HORZ ORDER  -  THIRD
 LX6150
 LX6150.The horizontal coordinates were established by classical geodetic methods
 LX6150.and adjusted by the National Geodetic Survey in August 1998..
 LX6150
 LX6150.The orthometric height was scaled from a topographic map.
 LX6150
 LX6150.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6150
 LX6150.The geoid height was determined by GEOID03.
 LX6150
 LX6150;                    North         East     Units Scale Factor Converg.
 LX6150;SPC CT       -   226,151.355   323,737.726   MT  0.99998334   +0 09 01.4
 LX6150;SPC CT       -   741,964.90  1,062,129.52   sFT  0.99998334   +0 09 01.4
 LX6150;UTM  18      - 4,596,913.479   706,737.215   MT  1.00012601   +1 38 30.0
 LX6150
 LX6150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6150!SPC CT       -   1.00000457  x   0.99998334  =   0.99998791
 LX6150!UTM  18      -   1.00000457  x   1.00012601  =   1.00013058
 LX6150
 LX6150|---------------------------------------------------------------------|
 LX6150| PID    Reference Object                     Distance      Geod. Az  |
 LX6150|                                                           dddmmss.s |
 LX6150| LX6149 ROCK LANDING FRONT RANGE LT           5.118 METERS 02412     |
 LX6150| LX6148 ROCK LANDING REAR RANGE LT           85.442 METERS 09800     |
 LX6150| LX6136 ROCK LANDING DOCK HOUSE GABLE       133.161 METERS 10651     |
 LX6150| LX6123 GILLETTES CHIMNEY                   APPROX. 1.1 KM 1130846.5 |
 LX6150| LX6146 LATSHAW                             APPROX. 1.0 KM 1925839.8 |
 LX6150|---------------------------------------------------------------------|
 LX6150
 LX6150                          SUPERSEDED SURVEY CONTROL
 LX6150
 LX6150  NAD 83(1992)-  41 29 49.86765(N)    072 31 23.53269(W) AD(       ) 3
 LX6150  NAD 83(1986)-  41 29 49.86952(N)    072 31 23.53516(W) AD(       ) 3
 LX6150  NAD 27      -  41 29 49.50700(N)    072 31 25.22600(W) AD(       ) 3
 LX6150
 LX6150.Superseded values are not recommended for survey control.
 LX6150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6150.See file dsdata.txt to determine how the superseded data were derived.
 LX6150
 LX6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0673796913(NAD 83)
 LX6150
 LX6150  HISTORY     - Date     Condition        Report By
 LX6150  HISTORY     - 1934     MONUMENTED       CGS
 LX6150  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6150  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6150  HISTORY     - 1976     SEE DESCRIPTION  CTGS
 LX6150  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 LX6150
 LX6150                          STATION DESCRIPTION
 LX6150
 LX6150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6150'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, UNITED
 LX6150'STATES ARMY IN 1909.  IT IS ON THE FIRST ROCKY POINT UP RIVER
 LX6150'FROM THE OLD ROCK LANDING DOCK.  IT IS NOT ON THE HIGHEST PART
 LX6150'OF THE LEDGE BUT IS ON THE POINT EXTENDING FURTHEST
 LX6150'SOUTHWESTERLY.  IT IS ABOUT 2 METERS BACK OF ORDINARY HIGH WATER
 LX6150'MARK.  THE ROCK LANDING FRONT RANGE LIGHT BEARS N 40 DEG E
 LX6150'(MAGNETIC) AND IS 6.10 METERS DISTANT.  A TWO-INCH DRILL HOLE
 LX6150'IS 0.46 METER FROM THE STATION AND ON RANGE WITH NW TANGENT TO
 LX6150'THE CONCRETE BASE OF THE RANGE LIGHT.  THE STATION IS MARKED
 LX6150'WITH A COPPER BOLT SET FLUSH WITH THE SURFACE OF THE ROCK AND
 LX6150'MARKED U.S.  174 IN THE TOP.
 LX6150'
 LX6150'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6150'
 LX6150'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6150
 LX6150                          STATION RECOVERY (1948)
 LX6150
 LX6150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6150'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH ONE
 LX6150'EXCEPTION--
 LX6150'
 LX6150'DISTANCE FROM STATION TO CENTER LINE OF ROCK LANDING FRONT
 LX6150'RANGE LIGHT IS 5.0 METERS.
 LX6150
 LX6150                          STATION RECOVERY (1969)
 LX6150
 LX6150'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6150'THE STATION MARK WAS RECOVERED AS DESCRIBED.  THE DRILL HOLE
 LX6150'REMAINS.  STAMPINGS AND DISTANCES WERE VERIFIED.  ROCK LANDING
 LX6150'FRONT RANGE LIGHT 1915, IS NOW ROCK POINT LANDING LIGHT 52A.
 LX6150
 LX6150                          STATION RECOVERY (1976)
 LX6150
 LX6150'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1976 (AK)
 LX6150'U.S. 174 EXCELLENT.
 LX6150'
 LX6150'TO REACH STATION FROM THE INTERSECTION OF CONN 151 AND
 LX6150'CONN 196 IN THE NORTHEAST CORNER OF THE TOWN OF HADDAM, GO
 LX6150'NORTHWESTERLY ON CONN 151 FOR 2.0 MILES TO HADDAM NECK
 LX6150'ROAD ON LEFT.  GO SOUTHERLY ON HADDAM NECK ROAD FOR 1.95 MILE
 LX6150'TO HADDAM NECK OLD ROCK LANDING CEMETERY ON LEFT.  JUST BEFORE
 LX6150'CL AND P POLE 414, TURN RIGHT AND FOLLOW BITUMINOUS DRIVE
 LX6150'SOUTHWESTERLY THROUGH CEMETERY ON WEST SIDE OF ROCK LANDING
 LX6150'ROAD.  EXIT CEMETERY AT MOST WESTERLY CORNER AND FOLLOW DIRT
 LX6150'ROAD SOUTHERLY A SHORT DISTANCE TO CHANNEL MARKER LIGHT C.
 LX6150'WALK SOUTHERLY ALONG PATH FOR ABOUT 300 OR 400 FEET TO CHANNEL
 LX6150'MARKER LIGHT 58.  STATION IS JUST SOUTHWEST OF MARKER AND
 LX6150'IS VERY CLOSE TO EDGE OF WATER.
 LX6150
 LX6150                          STATION RECOVERY (1997)
 LX6150
 LX6150'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2075 ***********************************************************************
 LX2075  DESIGNATION -  174 W
 LX2075  PID         -  LX2075
 LX2075  STATE/COUNTY-  CT/TOLLAND
 LX2075  USGS QUAD   -  ELLINGTON (1984)
 LX2075
 LX2075                         *CURRENT SURVEY CONTROL
 LX2075  ___________________________________________________________________
 LX2075* NAD 83(1986)-  41 58 57.     (N)    072 24 51.     (W)     SCALED    
 LX2075* NAVD 88     -       162.245  (meters)     532.30   (feet)  ADJUSTED  
 LX2075  ___________________________________________________________________
 LX2075  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2075  DYNAMIC HT  -         162.194 (meters)     532.13  (feet)  COMP
 LX2075  MODELED GRAV-     980,306.8   (mgal)                       NAVD 88
 LX2075
 LX2075  VERT ORDER  -  FIRST     CLASS II
 LX2075
 LX2075.The horizontal coordinates were scaled from a topographic map and have
 LX2075.an estimated accuracy of +/- 6 seconds.
 LX2075
 LX2075.The orthometric height was determined by differential leveling
 LX2075.and adjusted by the National Geodetic Survey in June 1991..
 LX2075
 LX2075.The geoid height was determined by GEOID03.
 LX2075
 LX2075.The dynamic height is computed by dividing the NAVD 88
 LX2075.geopotential number by the normal gravity value computed on the
 LX2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2075.degrees latitude (g = 980.6199 gals.).
 LX2075
 LX2075.The modeled gravity was interpolated from observed gravity values.
 LX2075
 LX2075;                    North         East    Units  Estimated Accuracy
 LX2075;SPC CT       -   280,080.      332,630.      MT  (+/- 180 meters Scaled)
 LX2075
 LX2075                          SUPERSEDED SURVEY CONTROL
 LX2075
 LX2075.No superseded survey control is available for this station.
 LX2075
 LX2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM142510(NAD 83)
 LX2075_MARKER: DD = SURVEY DISK
 LX2075_SETTING: 66 = SET IN ROCK OUTCROP
 LX2075_SP_SET: ROCK OUTCROP
 LX2075_STAMPING: 174 W 1923 533
 LX2075_MARK LOGO: USGS  
 LX2075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2075+STABILITY: POSITION/ELEVATION WELL
 LX2075
 LX2075  HISTORY     - Date     Condition        Report By
 LX2075  HISTORY     - 1923     MONUMENTED       USGS
 LX2075  HISTORY     - 1984     GOOD             NGS
 LX2075  HISTORY     - 20041016 GOOD             GEOCAC
 LX2075
 LX2075                          STATION DESCRIPTION
 LX2075
 LX2075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2075'2.7 KM (1.65 MI) EAST FROM SOMERS.
 LX2075'2.7 KM (1.65 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2075'SOMERS TO THE MARK ON THE LEFT, IN TOP OF THE FLAT AREA OF A ROCK
 LX2075'OUTCROP, 10.06 METERS (33.0 FT) NORTH OF THE CENTERLINE OF THE
 LX2075'HIGHWAY, 32.92 METERS (108.0 FT) WEST OF THE CENTER OF THE DRIVEWAY
 LX2075'LEADING NORTH TO HOUSE 955, 20.45 METERS (67.1 FT) NORTH-NORTHWEST OF
 LX2075'AND ACROSS THE HIGHWAY FROM UTILITY POLE 25752.
 LX2075'THE MARK IS 0.85 METERS  W FROM A WITNESS POST.
 LX2075'THE MARK IS 0.75 M ABOVE HIGHWAY.
 LX2075
 LX2075                          STATION RECOVERY (2004)
 LX2075
 LX2075'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3060 ***********************************************************************
 LX3060  DESIGNATION -  1740
 LX3060  PID         -  LX3060
 LX3060  STATE/COUNTY-  CT/WINDHAM
 LX3060  USGS QUAD   -  SCOTLAND (1983)
 LX3060
 LX3060                         *CURRENT SURVEY CONTROL
 LX3060  ___________________________________________________________________
 LX3060* NAD 83(1986)-  41 42 33.     (N)    072 01 20.     (W)     SCALED    
 LX3060* NAVD 88     -       174.131  (meters)     571.29   (feet)  ADJUSTED  
 LX3060  ___________________________________________________________________
 LX3060  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3060  DYNAMIC HT  -         174.069 (meters)     571.09  (feet)  COMP
 LX3060  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 LX3060
 LX3060  VERT ORDER  -  FIRST     CLASS II
 LX3060
 LX3060.The horizontal coordinates were scaled from a topographic map and have
 LX3060.an estimated accuracy of +/- 6 seconds.
 LX3060
 LX3060.The orthometric height was determined by differential leveling
 LX3060.and adjusted by the National Geodetic Survey in June 1991..
 LX3060
 LX3060.The geoid height was determined by GEOID03.
 LX3060
 LX3060.The dynamic height is computed by dividing the NAVD 88
 LX3060.geopotential number by the normal gravity value computed on the
 LX3060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3060.degrees latitude (g = 980.6199 gals.).
 LX3060
 LX3060.The modeled gravity was interpolated from observed gravity values.
 LX3060
 LX3060;                    North         East    Units  Estimated Accuracy
 LX3060;SPC CT       -   249,930.      365,370.      MT  (+/- 180 meters Scaled)
 LX3060
 LX3060                          SUPERSEDED SURVEY CONTROL
 LX3060
 LX3060.No superseded survey control is available for this station.
 LX3060
 LX3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM477217(NAD 83)
 LX3060_MARKER: DD = SURVEY DISK
 LX3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3060_SP_SET: CONCRETE POST
 LX3060_STAMPING: 1740
 LX3060_MARK LOGO: CTGS  
 LX3060_PROJECTION: RECESSED 1 CENTIMETERS
 LX3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3060+STABILITY: SURFACE MOTION
 LX3060
 LX3060  HISTORY     - Date     Condition        Report By
 LX3060  HISTORY     - 1940     MONUMENTED       CTGS
 LX3060  HISTORY     - 1986     GOOD             NGS
 LX3060
 LX3060                          STATION DESCRIPTION
 LX3060
 LX3060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3060'IN WESTMINSTER.
 LX3060'IN WESTMINSTER, IN THE SOUTHWEST CORNER OF A GRASSY AREA FORMED BY THE
 LX3060'JUNCTION OF STATE HIGHWAY 14 AND COLBURN ROAD, 6.71 METERS (22.0 FT)
 LX3060'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.10 METERS (3.6 FT) NORTHWEST
 LX3060'OF UTILITY POLE NO. 494.
 LX3060'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3131 ***********************************************************************
 LX3131  DESIGNATION -  1742
 LX3131  PID         -  LX3131
 LX3131  STATE/COUNTY-  CT/HARTFORD
 LX3131  USGS QUAD   -  GLASTONBURY (1992)
 LX3131
 LX3131                         *CURRENT SURVEY CONTROL
 LX3131  ___________________________________________________________________
 LX3131* NAD 83(1986)-  41 40 30.     (N)    072 35 56.     (W)     SCALED    
 LX3131* NAVD 88     -        30.696  (meters)     100.71   (feet)  ADJUSTED  
 LX3131  ___________________________________________________________________
 LX3131  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3131  DYNAMIC HT  -          30.686 (meters)     100.68  (feet)  COMP
 LX3131  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 LX3131
 LX3131  VERT ORDER  -  FIRST     CLASS II
 LX3131
 LX3131.The horizontal coordinates were scaled from a topographic map and have
 LX3131.an estimated accuracy of +/- 6 seconds.
 LX3131
 LX3131.The orthometric height was determined by differential leveling
 LX3131.and adjusted by the National Geodetic Survey in June 1991..
 LX3131
 LX3131.The geoid height was determined by GEOID03.
 LX3131
 LX3131.The dynamic height is computed by dividing the NAVD 88
 LX3131.geopotential number by the normal gravity value computed on the
 LX3131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3131.degrees latitude (g = 980.6199 gals.).
 LX3131
 LX3131.The modeled gravity was interpolated from observed gravity values.
 LX3131
 LX3131;                    North         East    Units  Estimated Accuracy
 LX3131;SPC CT       -   245,890.      317,380.      MT  (+/- 180 meters Scaled)
 LX3131
 LX3131                          SUPERSEDED SURVEY CONTROL
 LX3131
 LX3131.No superseded survey control is available for this station.
 LX3131
 LX3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM998164(NAD 83)
 LX3131_MARKER: DD = SURVEY DISK
 LX3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3131_SP_SET: CONCRETE POST
 LX3131_STAMPING: 1742
 LX3131_MARK LOGO: CTGS  
 LX3131_PROJECTION: RECESSED 9 CENTIMETERS
 LX3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3131+STABILITY: SURFACE MOTION
 LX3131
 LX3131  HISTORY     - Date     Condition        Report By
 LX3131  HISTORY     - UNK      MONUMENTED       CTGS
 LX3131  HISTORY     - 1986     GOOD             NGS
 LX3131
 LX3131                          STATION DESCRIPTION
 LX3131
 LX3131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3131'1.1 KM (0.7 MI) NORTH FROM SOUTH GLASTONBURY.
 LX3131'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3131'SOUTH GLASTONBURY TO THE MARK ON THE LEFT AT THE JUNCTION OF CHESTNUT
 LX3131'HILL ROAD.  IT IS 7.4 METERS (24.5 FT) WEST OF THE CENTERLINE OF STATE
 LX3131'HIGHWAY 17, 5.4 METERS (18.0 FT) SOUTH OF THE CENTER OF A BLACKTOP
 LX3131'DRIVEWAY, 5.0 METERS (16.5 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 LX3131'CHESTNUT HILL ROAD AND 1.3 METERS (4.3 FT) NORTH OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3132 ***********************************************************************
 LX3132  DESIGNATION -  1743
 LX3132  PID         -  LX3132
 LX3132  STATE/COUNTY-  CT/HARTFORD
 LX3132  USGS QUAD   -  GLASTONBURY (1992)
 LX3132
 LX3132                         *CURRENT SURVEY CONTROL
 LX3132  ___________________________________________________________________
 LX3132* NAD 83(1986)-  41 40 38.     (N)    072 35 54.     (W)     SCALED    
 LX3132* NAVD 88     -        27.096  (meters)      88.90   (feet)  ADJUSTED  
 LX3132  ___________________________________________________________________
 LX3132  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3132  DYNAMIC HT  -          27.088 (meters)      88.87  (feet)  COMP
 LX3132  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 LX3132
 LX3132  VERT ORDER  -  FIRST     CLASS II
 LX3132
 LX3132.The horizontal coordinates were scaled from a topographic map and have
 LX3132.an estimated accuracy of +/- 6 seconds.
 LX3132
 LX3132.The orthometric height was determined by differential leveling
 LX3132.and adjusted by the National Geodetic Survey in June 1991..
 LX3132
 LX3132.The geoid height was determined by GEOID03.
 LX3132
 LX3132.The dynamic height is computed by dividing the NAVD 88
 LX3132.geopotential number by the normal gravity value computed on the
 LX3132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3132.degrees latitude (g = 980.6199 gals.).
 LX3132
 LX3132.The modeled gravity was interpolated from observed gravity values.
 LX3132
 LX3132;                    North         East    Units  Estimated Accuracy
 LX3132;SPC CT       -   246,130.      317,430.      MT  (+/- 180 meters Scaled)
 LX3132
 LX3132                          SUPERSEDED SURVEY CONTROL
 LX3132
 LX3132.No superseded survey control is available for this station.
 LX3132
 LX3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM999167(NAD 83)
 LX3132_MARKER: DD = SURVEY DISK
 LX3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3132_SP_SET: CONCRETE POST
 LX3132_STAMPING: 1743
 LX3132_MARK LOGO: CTGS  
 LX3132_PROJECTION: FLUSH
 LX3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3132+STABILITY: SURFACE MOTION
 LX3132
 LX3132  HISTORY     - Date     Condition        Report By
 LX3132  HISTORY     - UNK      MONUMENTED       CTGS
 LX3132  HISTORY     - 1986     GOOD             NGS
 LX3132
 LX3132                          STATION DESCRIPTION
 LX3132
 LX3132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3132'1.4 KM (0.85 MI) NORTH FROM SOUTH GLASTONBURY.
 LX3132'1.4 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3132'SOUTH GLASTONBURY TO THE MARK ON THE RIGHT.  IT IS 6.5 METERS (21.5
 LX3132'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 12.3 METERS (40.5 FT)
 LX3132'SOUTH OF THE CENTER OF A DRIVEWAY, 3.9 METERS (12.8 FT) SOUTH OF POWER
 LX3132'POLE NO. 2520 AND 1.0 METERS (3.5 FT) WEST OF A STONE POST.
 LX3132'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX3132'THE MARK IS 0.18 M ABOVE HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6121 ***********************************************************************
 LX6121  DESIGNATION -  176
 LX6121  PID         -  LX6121
 LX6121  STATE/COUNTY-  CT/MIDDLESEX
 LX6121  USGS QUAD   -  HADDAM (1971)
 LX6121
 LX6121                         *CURRENT SURVEY CONTROL
 LX6121  ___________________________________________________________________
 LX6121* NAD 83(1996)-  41 29 40.65730(N)    072 30 52.05862(W)     ADJUSTED  
 LX6121* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 LX6121  ___________________________________________________________________
 LX6121  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX6121  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX6121
 LX6121  HORZ ORDER  -  THIRD
 LX6121
 LX6121.The horizontal coordinates were established by classical geodetic methods
 LX6121.and adjusted by the National Geodetic Survey in August 1998..
 LX6121
 LX6121.The orthometric height was scaled from a topographic map.
 LX6121
 LX6121.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6121
 LX6121.The geoid height was determined by GEOID03.
 LX6121
 LX6121;                    North         East     Units Scale Factor Converg.
 LX6121;SPC CT       -   225,869.143   324,468.510   MT  0.99998337   +0 09 22.2
 LX6121;SPC CT       -   741,039.01  1,064,527.10   sFT  0.99998337   +0 09 22.2
 LX6121;UTM  18      - 4,596,650.342   707,475.203   MT  1.00012977   +1 38 50.6
 LX6121
 LX6121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6121!SPC CT       -   0.99999281  x   0.99998337  =   0.99997618
 LX6121!UTM  18      -   0.99999281  x   1.00012977  =   1.00012258
 LX6121
 LX6121|---------------------------------------------------------------------|
 LX6121| PID    Reference Object                     Distance      Geod. Az  |
 LX6121|                                                           dddmmss.s |
 LX6121| CZ6881 176 RM 1                             21.240 METERS 15201     |
 LX6121| LX6104 MIDDLESEX COUNTY HOME CHIMNEY       APPROX. 2.5 KM 1562841.3 |
 LX6121| LX6108 GREAT HILL                          APPROX. 2.7 KM 1653237.4 |
 LX6121| LX6125 BRAINERD LIBRARY GABLE              APPROX. 1.7 KM 1775447.5 |
 LX6121| LX6136 ROCK LANDING DOCK HOUSE GABLE       APPROX. 0.7 KM 2921023.2 |
 LX6121|---------------------------------------------------------------------|
 LX6121
 LX6121                          SUPERSEDED SURVEY CONTROL
 LX6121
 LX6121  NAD 83(1992)-  41 29 40.65656(N)    072 30 52.05849(W) AD(       ) 4
 LX6121  NAD 83(1986)-  41 29 40.65841(N)    072 30 52.06090(W) AD(       ) 4
 LX6121  NAD 27      -  41 29 40.29600(N)    072 30 53.75800(W) AD(       ) 3
 LX6121
 LX6121.Superseded values are not recommended for survey control.
 LX6121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6121.See file dsdata.txt to determine how the superseded data were derived.
 LX6121
 LX6121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0747596650(NAD 83)
 LX6121
 LX6121  HISTORY     - Date     Condition        Report By
 LX6121  HISTORY     - 1934     MONUMENTED       CGS
 LX6121  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6121
 LX6121                          STATION DESCRIPTION
 LX6121
 LX6121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6121'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX6121'UNITED STATE ARMY IN 1909.  IT IS ON THE FIRST LEDGE DOWN RIVER
 LX6121'FROM THE ROCK LANDING DOCK.  THE LEDGE IS THE PROPERTY OF
 LX6121'W. HOWARD HARRIS.  THE LEDGE EXTENDS FOR A CONSIDERABLE DISTANCE
 LX6121'IN AN E AND W DIRECTION AND IS MARKED BY A SMOOTHLY SLOPING,
 LX6121'DARK COLORED FACE TOWARD THE RIVER.
 LX6121'
 LX6121'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN
 LX6121'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6121'
 LX6121'THE STATION IS 20 METERS E OF THE WESTERLY EDGE OF THE ROCK.  IT
 LX6121'IS 2.5 METERS BACK OF ORDINARY HIGH WATER AND ABOUT 1 METER
 LX6121'ABOVE IT.  IT IS ONE METER OUTSIDE THE TREE LINE.  CENTER IS
 LX6121'MARKED BY A BRASS PLUG FLUSH WITH THE SURFACE OF THE ROCK AND
 LX6121'MARKED U.S. 176 IN THE TOP.
 LX6121'
 LX6121'ONE STANDARD REFERENCE MARK DISK WAS ESTABLISHED.  REFERENCE
 LX6121'MARK NO. 1 IS IN A SLIGHTLY HIGHER AND SMOOTHER PART OF THE
 LX6121'LEDGE TO THE EASTWARD.  IT BEARS S 75 DEG E (MAGNETIC).  THE
 LX6121'REFERENCE MARK IS 5 METERS BACK OF HIGH WATER.
 LX6121'
 LX6121'THE STATION WAS DETERMINED BY A 3-POINT FIX WITH CHECK.
 LX6121
 LX6121                          STATION RECOVERY (1948)
 LX6121
 LX6121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6121'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6121'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2064 ***********************************************************************
 LX2064  DESIGNATION -  176 W
 LX2064  PID         -  LX2064
 LX2064  STATE/COUNTY-  CT/HARTFORD
 LX2064  USGS QUAD   -  BROAD BROOK (1984)
 LX2064
 LX2064                         *CURRENT SURVEY CONTROL
 LX2064  ___________________________________________________________________
 LX2064* NAD 83(1986)-  41 59 11.     (N)    072 32 21.     (W)     SCALED    
 LX2064* NAVD 88     -        50.151  (meters)     164.54   (feet)  ADJUSTED  
 LX2064  ___________________________________________________________________
 LX2064  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2064  DYNAMIC HT  -          50.136 (meters)     164.49  (feet)  COMP
 LX2064  MODELED GRAV-     980,323.6   (mgal)                       NAVD 88
 LX2064
 LX2064  VERT ORDER  -  FIRST     CLASS II
 LX2064
 LX2064.The horizontal coordinates were scaled from a topographic map and have
 LX2064.an estimated accuracy of +/- 6 seconds.
 LX2064
 LX2064.The orthometric height was determined by differential leveling
 LX2064.and adjusted by the National Geodetic Survey in June 1991..
 LX2064
 LX2064.The geoid height was determined by GEOID03.
 LX2064
 LX2064.The dynamic height is computed by dividing the NAVD 88
 LX2064.geopotential number by the normal gravity value computed on the
 LX2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2064.degrees latitude (g = 980.6199 gals.).
 LX2064
 LX2064.The modeled gravity was interpolated from observed gravity values.
 LX2064
 LX2064;                    North         East    Units  Estimated Accuracy
 LX2064;SPC CT       -   280,480.      322,270.      MT  (+/- 180 meters Scaled)
 LX2064
 LX2064                          SUPERSEDED SURVEY CONTROL
 LX2064
 LX2064.No superseded survey control is available for this station.
 LX2064
 LX2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM038511(NAD 83)
 LX2064_MARKER: DD = SURVEY DISK
 LX2064_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2064+WITH SETTING: PAVEMENT
 LX2064_SP_SET: DOOR SILL
 LX2064_STAMPING: 176 W 1923 165
 LX2064_MARK LOGO: USGS  
 LX2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2064+STABILITY: SURFACE MOTION
 LX2064
 LX2064  HISTORY     - Date     Condition        Report By
 LX2064  HISTORY     - 1923     MONUMENTED       USGS
 LX2064  HISTORY     - 1984     GOOD             NGS
 LX2064
 LX2064                          STATION DESCRIPTION
 LX2064
 LX2064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2064'IN HAZARDVILLE.
 LX2064'IN HAZARDVILLE, IN THE NORTHEAST ANGLE OF THE JUNCTION OF STATE
 LX2064'HIGHWAYS 190 AND 192, IN TOP OF THE WEST END OF THE DOOR SILL OF THE
 LX2064'MAIN ENTRANCE TO THE HAZARDVILLE INSTITUTE, AN OLD RED TWO STORY BRICK
 LX2064'BUILDING, 11.49 METERS (37.7 FT) NORTH OF THE NORTH CURB OF HIGHWAY
 LX2064'190, 11.64 METERS (38.2 FT) EAST OF THE EAST CURB OF HIGHWAY 192,
 LX2064'0.15 METER (0.5 FT) EAST OF THE WEST END OF THE DOOR SILL.
 LX2064'THE MARK IS 0.6 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3121 ***********************************************************************
 LX3121  DESIGNATION -  1763
 LX3121  PID         -  LX3121
 LX3121  STATE/COUNTY-  CT/MIDDLESEX
 LX3121  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3121
 LX3121                         *CURRENT SURVEY CONTROL
 LX3121  ___________________________________________________________________
 LX3121* NAD 83(1986)-  41 36 07.     (N)    072 36 14.     (W)     SCALED    
 LX3121* NAVD 88     -         9.530  (meters)      31.27   (feet)  ADJUSTED  
 LX3121  ___________________________________________________________________
 LX3121  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX3121  DYNAMIC HT  -           9.527 (meters)      31.26  (feet)  COMP
 LX3121  MODELED GRAV-     980,308.4   (mgal)                       NAVD 88
 LX3121
 LX3121  VERT ORDER  -  FIRST     CLASS II
 LX3121
 LX3121.The horizontal coordinates were scaled from a topographic map and have
 LX3121.an estimated accuracy of +/- 6 seconds.
 LX3121
 LX3121.The orthometric height was determined by differential leveling
 LX3121.and adjusted by the National Geodetic Survey in June 1991..
 LX3121
 LX3121.The geoid height was determined by GEOID03.
 LX3121
 LX3121.The dynamic height is computed by dividing the NAVD 88
 LX3121.geopotential number by the normal gravity value computed on the
 LX3121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3121.degrees latitude (g = 980.6199 gals.).
 LX3121
 LX3121.The modeled gravity was interpolated from observed gravity values.
 LX3121
 LX3121;                    North         East    Units  Estimated Accuracy
 LX3121;SPC CT       -   237,770.      316,980.      MT  (+/- 180 meters Scaled)
 LX3121
 LX3121                          SUPERSEDED SURVEY CONTROL
 LX3121
 LX3121.No superseded survey control is available for this station.
 LX3121
 LX3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM996083(NAD 83)
 LX3121_MARKER: DD = SURVEY DISK
 LX3121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3121_SP_SET: CONCRETE POST
 LX3121_STAMPING: 1763
 LX3121_MARK LOGO: CTGS  
 LX3121_PROJECTION: FLUSH
 LX3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3121+STABILITY: SURFACE MOTION
 LX3121
 LX3121  HISTORY     - Date     Condition        Report By
 LX3121  HISTORY     - UNK      MONUMENTED       CTGS
 LX3121  HISTORY     - 1986     GOOD             NGS
 LX3121
 LX3121                          STATION DESCRIPTION
 LX3121
 LX3121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3121'6.4 KM (4.0 MI) EAST FROM PORTLAND.
 LX3121'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF STATE
 LX3121'HIGHWAYS 17A IN PORTLAND, THENCE 3.2 KM (2.0 MI) NORTH ALONG STATE
 LX3121'HIGHWAY 17 TO THE MARK ON THE LEFT AT THE JUNCTION OF STATE
 LX3121'HIGHWAY 17A IN THE NORTHWEST ANGLE OF THE INTERSECTION.  IT IS 12.8
 LX3121'METERS (42.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 17,
 LX3121'8.8 METERS (29.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 17A
 LX3121'AND 1.5 METERS (5.0 FT) SOUTHWEST OF A TRAFFIC LIGHT POLE.
 LX3121'THE MARK IS 0.18 METERS  NE FROM  A WITNESS POST
 LX3121'THE MARK IS 0.18 M ABOVE HIGHWAY 17A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3074 ***********************************************************************
 LX3074  DESIGNATION -  1770
 LX3074  PID         -  LX3074
 LX3074  STATE/COUNTY-  CT/MIDDLESEX
 LX3074  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3074
 LX3074                         *CURRENT SURVEY CONTROL
 LX3074  ___________________________________________________________________
 LX3074* NAD 83(1986)-  41 33 44.     (N)    072 33 23.     (W)     SCALED    
 LX3074* NAVD 88     -        55.040  (meters)     180.58   (feet)  ADJUSTED  
 LX3074  ___________________________________________________________________
 LX3074  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3074  DYNAMIC HT  -          55.022 (meters)     180.52  (feet)  COMP
 LX3074  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LX3074
 LX3074  VERT ORDER  -  FIRST     CLASS II
 LX3074
 LX3074.The horizontal coordinates were scaled from a topographic map and have
 LX3074.an estimated accuracy of +/- 6 seconds.
 LX3074
 LX3074.The orthometric height was determined by differential leveling
 LX3074.and adjusted by the National Geodetic Survey in June 1991..
 LX3074
 LX3074.The geoid height was determined by GEOID03.
 LX3074
 LX3074.The dynamic height is computed by dividing the NAVD 88
 LX3074.geopotential number by the normal gravity value computed on the
 LX3074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3074.degrees latitude (g = 980.6199 gals.).
 LX3074
 LX3074.The modeled gravity was interpolated from observed gravity values.
 LX3074
 LX3074;                    North         East    Units  Estimated Accuracy
 LX3074;SPC CT       -   233,370.      320,950.      MT  (+/- 180 meters Scaled)
 LX3074
 LX3074                          SUPERSEDED SURVEY CONTROL
 LX3074
 LX3074.No superseded survey control is available for this station.
 LX3074
 LX3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM037040(NAD 83)
 LX3074_MARKER: DD = SURVEY DISK
 LX3074_SETTING: 66 = SET IN ROCK OUTCROP
 LX3074_SP_SET: ROCK OUTCROP
 LX3074_STAMPING: 1770
 LX3074_MARK LOGO: CTGS  
 LX3074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3074+STABILITY: POSITION/ELEVATION WELL
 LX3074
 LX3074  HISTORY     - Date     Condition        Report By
 LX3074  HISTORY     - 1938     MONUMENTED       CTGS
 LX3074  HISTORY     - 1986     GOOD             NGS
 LX3074  HISTORY     - 19970904 GOOD             USPSQD
 LX3074
 LX3074                          STATION DESCRIPTION
 LX3074
 LX3074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3074'IN COBALT.
 LX3074'IN COBALT, AT THE INTERSECTION OF STATE HIGHWAYS 66 AND 151 AND DEPOT
 LX3074'HILL ROAD, IN THE NORTHWEST ANGLE OF THE INTERSECTION, 8.5 METERS
 LX3074'(28.2 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 66, 20.1 METERS
 LX3074'(66.0 FT) WEST OF THE CENTER OF DEPOT HILL ROAD, 1.7 METERS (5.9 FT)
 LX3074'EAST OF A STREET LIGHT POLE.
 LX3074'THE MARK IS 0.45 M ABOVE HIGHWAY 66.
 LX3074
 LX3074                          STATION RECOVERY (1997)
 LX3074
 LX3074'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3073 ***********************************************************************
 LX3073  DESIGNATION -  1771
 LX3073  PID         -  LX3073
 LX3073  STATE/COUNTY-  CT/MIDDLESEX
 LX3073  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3073
 LX3073                         *CURRENT SURVEY CONTROL
 LX3073  ___________________________________________________________________
 LX3073* NAD 83(1986)-  41 33 42.     (N)    072 33 47.     (W)     SCALED    
 LX3073* NAVD 88     -        51.971  (meters)     170.51   (feet)  ADJUSTED  
 LX3073  ___________________________________________________________________
 LX3073  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3073  DYNAMIC HT  -          51.954 (meters)     170.45  (feet)  COMP
 LX3073  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LX3073
 LX3073  VERT ORDER  -  FIRST     CLASS II
 LX3073
 LX3073.The horizontal coordinates were scaled from a topographic map and have
 LX3073.an estimated accuracy of +/- 6 seconds.
 LX3073
 LX3073.The orthometric height was determined by differential leveling
 LX3073.and adjusted by the National Geodetic Survey in June 1991..
 LX3073
 LX3073.The geoid height was determined by GEOID03.
 LX3073
 LX3073.The dynamic height is computed by dividing the NAVD 88
 LX3073.geopotential number by the normal gravity value computed on the
 LX3073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3073.degrees latitude (g = 980.6199 gals.).
 LX3073
 LX3073.The modeled gravity was interpolated from observed gravity values.
 LX3073
 LX3073;                    North         East    Units  Estimated Accuracy
 LX3073;SPC CT       -   233,310.      320,400.      MT  (+/- 180 meters Scaled)
 LX3073
 LX3073                          SUPERSEDED SURVEY CONTROL
 LX3073
 LX3073.No superseded survey control is available for this station.
 LX3073
 LX3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM032039(NAD 83)
 LX3073_MARKER: DD = SURVEY DISK
 LX3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3073_SP_SET: CONCRETE POST
 LX3073_STAMPING: 1771
 LX3073_MARK LOGO: CTGS  
 LX3073_PROJECTION: FLUSH
 LX3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3073+STABILITY: SURFACE MOTION
 LX3073
 LX3073  HISTORY     - Date     Condition        Report By
 LX3073  HISTORY     - 1938     MONUMENTED       CTGS
 LX3073  HISTORY     - 1986     GOOD             NGS
 LX3073  HISTORY     - 19970904 GOOD             USPSQD
 LX3073
 LX3073                          STATION DESCRIPTION
 LX3073
 LX3073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3073'0.6 KM (0.4 MI) WEST FROM COBALT.
 LX3073'0.6 KM (0.35 MI) WEST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3073'STATE HIGHWAY 151 IN COBALT TO THE MARK ON THE RIGHT AND ACROSS THE
 LX3073'HIGHWAY FROM POWER POLE NO. 2106, 12.3 METERS (40.5 FT) NORTH OF THE
 LX3073'CENTERLINE OF THE HIGHWAY, 3.2 METERS (10.5 FT) SOUTH OF A FENCELINE,
 LX3073'1.4 METERS (4.6 FT) EAST OF A 5-INCH OAK TREE.
 LX3073'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 LX3073'THE MARK IS 4.5 M ABOVE HIGHWAY.
 LX3073
 LX3073                          STATION RECOVERY (1997)
 LX3073
 LX3073'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3075 ***********************************************************************
 LX3075  DESIGNATION -  1772
 LX3075  PID         -  LX3075
 LX3075  STATE/COUNTY-  CT/MIDDLESEX
 LX3075  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3075
 LX3075                         *CURRENT SURVEY CONTROL
 LX3075  ___________________________________________________________________
 LX3075* NAD 83(1986)-  41 33 44.     (N)    072 33 12.     (W)     SCALED    
 LX3075* NAVD 88     -        57.957  (meters)     190.15   (feet)  ADJUSTED  
 LX3075  ___________________________________________________________________
 LX3075  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3075  DYNAMIC HT  -          57.938 (meters)     190.08  (feet)  COMP
 LX3075  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 LX3075
 LX3075  VERT ORDER  -  FIRST     CLASS II
 LX3075
 LX3075.The horizontal coordinates were scaled from a topographic map and have
 LX3075.an estimated accuracy of +/- 6 seconds.
 LX3075
 LX3075.The orthometric height was determined by differential leveling
 LX3075.and adjusted by the National Geodetic Survey in June 1991..
 LX3075
 LX3075.The geoid height was determined by GEOID03.
 LX3075
 LX3075.The dynamic height is computed by dividing the NAVD 88
 LX3075.geopotential number by the normal gravity value computed on the
 LX3075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3075.degrees latitude (g = 980.6199 gals.).
 LX3075
 LX3075.The modeled gravity was interpolated from observed gravity values.
 LX3075
 LX3075;                    North         East    Units  Estimated Accuracy
 LX3075;SPC CT       -   233,370.      321,210.      MT  (+/- 180 meters Scaled)
 LX3075
 LX3075                          SUPERSEDED SURVEY CONTROL
 LX3075
 LX3075.No superseded survey control is available for this station.
 LX3075
 LX3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM040040(NAD 83)
 LX3075_MARKER: DD = SURVEY DISK
 LX3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3075_SP_SET: CONCRETE POST
 LX3075_STAMPING: 1772
 LX3075_MARK LOGO: CTGS  
 LX3075_PROJECTION: RECESSED 12 CENTIMETERS
 LX3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3075+STABILITY: SURFACE MOTION
 LX3075
 LX3075  HISTORY     - Date     Condition        Report By
 LX3075  HISTORY     - 1938     MONUMENTED       CTGS
 LX3075  HISTORY     - 1986     GOOD             NGS
 LX3075  HISTORY     - 19970904 GOOD             USPSQD
 LX3075
 LX3075                          STATION DESCRIPTION
 LX3075
 LX3075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3075'0.2 KM (0.15 MI) EAST FROM COBALT.
 LX3075'0.2 KM (0.15 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3075'STATE HIGHWAY 151 IN COBALT TO THE MARK ON THE LEFT, 5.8 METERS (19.2
 LX3075'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LX3075'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 LX3075'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3075
 LX3075                          STATION RECOVERY (1997)
 LX3075
 LX3075'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6124 ***********************************************************************
 LX6124  DESIGNATION -  178
 LX6124  PID         -  LX6124
 LX6124  STATE/COUNTY-  CT/MIDDLESEX
 LX6124  USGS QUAD   -  HADDAM (1971)
 LX6124
 LX6124                         *CURRENT SURVEY CONTROL
 LX6124  ___________________________________________________________________
 LX6124* NAD 83(1996)-  41 29 18.59554(N)    072 30 36.22316(W)     ADJUSTED  
 LX6124* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX6124  ___________________________________________________________________
 LX6124  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LX6124  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6124
 LX6124  HORZ ORDER  -  THIRD
 LX6124
 LX6124.The horizontal coordinates were established by classical geodetic methods
 LX6124.and adjusted by the National Geodetic Survey in August 1998..
 LX6124
 LX6124.The orthometric height was scaled from a topographic map.
 LX6124
 LX6124.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6124
 LX6124.The geoid height was determined by GEOID03.
 LX6124
 LX6124;                    North         East     Units Scale Factor Converg.
 LX6124;SPC CT       -   225,189.541   324,837.701   MT  0.99998345   +0 09 32.7
 LX6124;SPC CT       -   738,809.35  1,065,738.36   sFT  0.99998345   +0 09 32.7
 LX6124;UTM  18      - 4,595,980.479   707,862.009   MT  1.00013175   +1 39 00.4
 LX6124
 LX6124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6124!SPC CT       -   1.00000379  x   0.99998345  =   0.99998724
 LX6124!UTM  18      -   1.00000379  x   1.00013175  =   1.00013554
 LX6124
 LX6124:                Primary Azimuth Mark                     Grid Az
 LX6124:SPC CT       -  BRAINERD LIBRARY GABLE                   195 44 13.4
 LX6124:UTM  18      -  BRAINERD LIBRARY GABLE                   194 14 45.7
 LX6124
 LX6124|---------------------------------------------------------------------|
 LX6124| PID    Reference Object                     Distance      Geod. Az  |
 LX6124|                                                           dddmmss.s |
 LX6124| LX6125 BRAINERD LIBRARY GABLE              APPROX. 1.1 KM 1955346.1 |
 LX6124| LX6149 ROCK LANDING FRONT RANGE LT         APPROX. 1.5 KM 3113101.2 |
 LX6124| LX6148 ROCK LANDING REAR RANGE LT          APPROX. 1.4 KM 3131534.9 |
 LX6124| LX6126 HADDAM ISLAND FRONT RANGE LT        402.764 METERS 3345910.9 |
 LX6124| CZ6882 178 RM 1                             16.380 METERS 34346     |
 LX6124|---------------------------------------------------------------------|
 LX6124
 LX6124                          SUPERSEDED SURVEY CONTROL
 LX6124
 LX6124  NAD 83(1992)-  41 29 18.59479(N)    072 30 36.22301(W) AD(       ) 3
 LX6124  NAD 83(1986)-  41 29 18.59663(N)    072 30 36.22549(W) AD(       ) 3
 LX6124  NAD 27      -  41 29 18.23500(N)    072 30 37.92100(W) AD(       ) 3
 LX6124
 LX6124.Superseded values are not recommended for survey control.
 LX6124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6124.See file dsdata.txt to determine how the superseded data were derived.
 LX6124
 LX6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0786295980(NAD 83)
 LX6124
 LX6124  HISTORY     - Date     Condition        Report By
 LX6124  HISTORY     - 1934     MONUMENTED       CGS
 LX6124  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6124  HISTORY     - 19971202 GOOD             USPSQD
 LX6124
 LX6124                          STATION DESCRIPTION
 LX6124
 LX6124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6124'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX6124'UNITED STATES ARMY IN 1909.  IT IS ON THE FIRST ROCKY POINT
 LX6124'DOWN-RIVER FROM THE HADDAM ISLAND RANGE LIGHTS.  IT IS ABOUT
 LX6124'30 METERS SOUTHERLY OF THE N END OF THE LEDGE AND ALMOST
 LX6124'DIRECTLY W OF THE END OF A STONE WALL DIVIDING TWO FIELDS
 LX6124'OF THE D.H. ELLIS PLACE.  THE LEDGE DROPS SHARPLY TO THE WATER
 LX6124'AT THIS POINT.  THE STATION IS 2 METERS BACK OF HIGH WATER AND
 LX6124'ONE METER ABOVE.  TO THE NORTHWARD THE LEDGE IS HIGHER BUT
 LX6124'SLOPES MORE GENTLY TOWARDS THE WATER.
 LX6124'
 LX6124'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 LX6124'BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6124'
 LX6124'STATION IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE
 LX6124'OF THE ROCK AND MARKED U.S. 178 IN THE TOP.
 LX6124'
 LX6124'ONE STANDARD REFERENCE MARK DISK WAS ESTABLISHED.  REFERENCE
 LX6124'MARK NO.1 IS IN THE HIGHER PART OF THE LEDGE 5.5 METERS BACK
 LX6124'OF HIGH WATER AND ABOUT 2.5 METERS ABOVE IT.  IT BEARS N
 LX6124'(MAGNETIC).
 LX6124'
 LX6124'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6124'
 LX6124'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6124
 LX6124                          STATION RECOVERY (1969)
 LX6124
 LX6124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6124'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN
 LX6124'GOOD CONDITION.  THE REFERENCE MARK IS LOCATED IN THE OPEN ON
 LX6124'A STEEP ROCKY FACE.  THE STATION MARK IS DOWNSTREAM FROM THE
 LX6124'REFERENCE MARK AND IS PARTIALLY COVERED BY BRUSH.
 LX6124
 LX6124                          STATION RECOVERY (1997)
 LX6124
 LX6124'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2156 ***********************************************************************
 LX2156  DESIGNATION -  1789
 LX2156  PID         -  LX2156
 LX2156  STATE/COUNTY-  CT/TOLLAND
 LX2156  USGS QUAD   -  COLUMBIA (1984)
 LX2156
 LX2156                         *CURRENT SURVEY CONTROL
 LX2156  ___________________________________________________________________
 LX2156* NAD 83(1986)-  41 44 15.     (N)    072 22 08.     (W)     SCALED    
 LX2156* NAVD 88     -        95.262  (meters)     312.54   (feet)  ADJUSTED  
 LX2156  ___________________________________________________________________
 LX2156  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2156  DYNAMIC HT  -          95.229 (meters)     312.43  (feet)  COMP
 LX2156  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LX2156
 LX2156  VERT ORDER  -  FIRST     CLASS II
 LX2156
 LX2156.The horizontal coordinates were scaled from a topographic map and have
 LX2156.an estimated accuracy of +/- 6 seconds.
 LX2156
 LX2156.The orthometric height was determined by differential leveling
 LX2156.and adjusted by the National Geodetic Survey in June 1991..
 LX2156
 LX2156.The geoid height was determined by GEOID03.
 LX2156
 LX2156.The dynamic height is computed by dividing the NAVD 88
 LX2156.geopotential number by the normal gravity value computed on the
 LX2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2156.degrees latitude (g = 980.6199 gals.).
 LX2156
 LX2156.The modeled gravity was interpolated from observed gravity values.
 LX2156
 LX2156;                    North         East    Units  Estimated Accuracy
 LX2156;SPC CT       -   252,890.      336,510.      MT  (+/- 180 meters Scaled)
 LX2156
 LX2156                          SUPERSEDED SURVEY CONTROL
 LX2156
 LX2156.No superseded survey control is available for this station.
 LX2156
 LX2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM188239(NAD 83)
 LX2156_MARKER: DD = SURVEY DISK
 LX2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2156_SP_SET: CONCRETE POST
 LX2156_STAMPING: 1789
 LX2156_MARK LOGO: CTGS  
 LX2156_PROJECTION: RECESSED 15 CENTIMETERS
 LX2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2156+STABILITY: SURFACE MOTION
 LX2156
 LX2156  HISTORY     - Date     Condition        Report By
 LX2156  HISTORY     - UNK      MONUMENTED       CTGS
 LX2156  HISTORY     - 1984     GOOD             NGS
 LX2156  HISTORY     - 20020129 GOOD             USPSQD
 LX2156
 LX2156                          STATION DESCRIPTION
 LX2156
 LX2156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2156'1.0 KM (0.65 MI) EAST FROM ANDOVER.
 LX2156'0.9 KM (0.55 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2156'ANDOVER, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG STATE HIGHWAY 316 TO
 LX2156'THE MARK ON THE RIGHT, 10.05 METERS (33.0 FT) NORTHWEST OF THE
 LX2156'CENTERLINE OF THE HIGHWAY, 19.70 METERS (64.5 FT) NORTH AND ACROSS THE
 LX2156'HIGHWAY FROM UTILITY POLE 26, 7.62 METERS (25.0 FT) WEST OF THE
 LX2156'NORTHEAST END POST OF A CABLE GUARD RAIL.
 LX2156'THE MARK IS 0.24 METERS  SE FROM A WITNESS POST.
 LX2156'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2156
 LX2156                          STATION RECOVERY (2002)
 LX2156
 LX2156'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0845 ***********************************************************************
 LX0845  DESIGNATION -  180
 LX0845  PID         -  LX0845
 LX0845  STATE/COUNTY-  CT/FAIRFIELD
 LX0845  USGS QUAD   -  BRIDGEPORT (1984)
 LX0845
 LX0845                         *CURRENT SURVEY CONTROL
 LX0845  ___________________________________________________________________
 LX0845* NAD 83(1986)-  41 11 40.     (N)    073 12 18.     (W)     SCALED    
 LX0845* NAVD 88     -        16.393  (meters)      53.78   (feet)  ADJUSTED  
 LX0845  ___________________________________________________________________
 LX0845  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0845  DYNAMIC HT  -          16.388 (meters)      53.77  (feet)  COMP
 LX0845  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 LX0845
 LX0845  VERT ORDER  -  FIRST     CLASS I
 LX0845
 LX0845.The horizontal coordinates were scaled from a topographic map and have
 LX0845.an estimated accuracy of +/- 6 seconds.
 LX0845
 LX0845.The orthometric height was determined by differential leveling
 LX0845.and adjusted by the National Geodetic Survey in June 1991..
 LX0845
 LX0845.The geoid height was determined by GEOID03.
 LX0845
 LX0845.The dynamic height is computed by dividing the NAVD 88
 LX0845.geopotential number by the normal gravity value computed on the
 LX0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0845.degrees latitude (g = 980.6199 gals.).
 LX0845
 LX0845.The modeled gravity was interpolated from observed gravity values.
 LX0845
 LX0845;                    North         East    Units  Estimated Accuracy
 LX0845;SPC CT       -   192,610.      266,630.      MT  (+/- 180 meters Scaled)
 LX0845
 LX0845                          SUPERSEDED SURVEY CONTROL
 LX0845
 LX0845.No superseded survey control is available for this station.
 LX0845
 LX0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL505618(NAD 83)
 LX0845_MARKER: DD = SURVEY DISK
 LX0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0845_STAMPING: 180
 LX0845_MARK LOGO: CTGS  
 LX0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0845+STABILITY: SURFACE MOTION
 LX0845
 LX0845  HISTORY     - Date     Condition        Report By
 LX0845  HISTORY     - UNK      MONUMENTED       CTGS
 LX0845  HISTORY     - 1965     GOOD             NGS
 LX0845  HISTORY     - 1982     GOOD             NGS
 LX0845  HISTORY     - 1985     GOOD             NGS
 LX0845
 LX0845                          STATION DESCRIPTION
 LX0845
 LX0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0845'AT BRIDGEPORT.
 LX0845'AT BRIDGEPORT, AT THE INTERSECTION OF MADISON AVENUE AND CAPITOL
 LX0845'AVENUE, IN THE SOUTH EDGE OF A BLACK TOPPED SIDEWALK, 221 FEET
 LX0845'EAST OF THE EAST CURB LINE OF MADISON AVENUE, 28 FEET SOUTHWEST
 LX0845'OF THE SOUTHEAST CORNER OF A RESIDENCE AT 816 CAPITOL AVENUE,
 LX0845'2.3 FEET NORTH OF THE NORTH CURB LINE OF CAPITOL AVENUE, 1/2 FOOT
 LX0845'ABOVE THE LEVEL OF THE AVENUE, SET IN THE TOP OF A CONCRETE POST
 LX0845'1 INCH BELOW THE LEVEL OF THE SIDEWALK.
 LX0845
 LX0845                          STATION RECOVERY (1982)
 LX0845
 LX0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0845'RECOVERED IN GOOD CONDITION.
 LX0845
 LX0845                          STATION RECOVERY (1985)
 LX0845
 LX0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0845'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IN QUAD 410732, PAGE 13,
 LX0845'IS ADEQUATE EXCEPT MARK IS FLUSH WITH THE SIDEWALK INSTEAD OF 1 INCH
 LX0845'BELOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0933 ***********************************************************************
 LX0933  DESIGNATION -  180
 LX0933  PID         -  LX0933
 LX0933  STATE/COUNTY-  CT/NEW HAVEN
 LX0933  USGS QUAD   -  NAUGATUCK (1984)
 LX0933
 LX0933                         *CURRENT SURVEY CONTROL
 LX0933  ___________________________________________________________________
 LX0933* NAD 83(1986)-  41 28 47.     (N)    073 03 06.     (W)     SCALED    
 LX0933* NAVD 88     -        54.484  (meters)     178.75   (feet)  ADJUSTED  
 LX0933  ___________________________________________________________________
 LX0933  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0933  DYNAMIC HT  -          54.466 (meters)     178.69  (feet)  COMP
 LX0933  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX0933
 LX0933  VERT ORDER  -  FIRST     CLASS II
 LX0933
 LX0933.The horizontal coordinates were scaled from a topographic map and have
 LX0933.an estimated accuracy of +/- 6 seconds.
 LX0933
 LX0933.The orthometric height was determined by differential leveling
 LX0933.and adjusted by the National Geodetic Survey in June 1991..
 LX0933
 LX0933.The geoid height was determined by GEOID03.
 LX0933
 LX0933.The dynamic height is computed by dividing the NAVD 88
 LX0933.geopotential number by the normal gravity value computed on the
 LX0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0933.degrees latitude (g = 980.6199 gals.).
 LX0933
 LX0933.The modeled gravity was interpolated from observed gravity values.
 LX0933
 LX0933;                    North         East    Units  Estimated Accuracy
 LX0933;SPC CT       -   224,230.      279,610.      MT  (+/- 180 meters Scaled)
 LX0933
 LX0933                          SUPERSEDED SURVEY CONTROL
 LX0933
 LX0933  NGVD 29 (??/??/92)   54.78   (m)          179.7    (f) COMPUTED    1 2
 LX0933
 LX0933.Superseded values are not recommended for survey control.
 LX0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0933.See file dsdata.txt to determine how the superseded data were derived.
 LX0933
 LX0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL626938(NAD 83)
 LX0933_MARKER: DD = SURVEY DISK
 LX0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0933_SP_SET: BUILDING
 LX0933_STAMPING: 180 USGS
 LX0933_MARK LOGO: USGS  
 LX0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0933
 LX0933  HISTORY     - Date     Condition        Report By
 LX0933  HISTORY     - UNK      MONUMENTED       USGS
 LX0933  HISTORY     - 1935     GOOD             NGS
 LX0933  HISTORY     - 1982     GOOD             NGS
 LX0933  HISTORY     - 1985     GOOD             NGS
 LX0933  HISTORY     - 1988     POOR             USPSQD
 LX0933
 LX0933                          STATION DESCRIPTION
 LX0933
 LX0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0933'AT NAUGATUCK.
 LX0933'AT NAUGATUCK, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0933'HARTFORD RAILROAD, AT THE NAUGATUCK CHEMICAL CO. VAULT, IN THE EAST
 LX0933'WALL, 3 FEET NORTH OF THE SOUTHEAST CORNER, ABOUT 60 FEET WEST
 LX0933'OF THE WEST RAIL, ABOUT 6 FEET LOWER THAN THE TRACK, AND
 LX0933'ABOUT 2 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 LX0933'STANDARD DISK, STAMPED 180 AND SET VERTICALLY.
 LX0933
 LX0933                          STATION RECOVERY (1982)
 LX0933
 LX0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0933'RECOVERED IN GOOD CONDITION.
 LX0933
 LX0933                          STATION RECOVERY (1985)
 LX0933
 LX0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0933'RECOVERED IN GOOD CONDITION.    ENGINEER REPORTS BUILDING WILL BE TORN
 LX0933'DOWN IN ABOUT 1 YEAR.
 LX0933
 LX0933                          STATION RECOVERY (1988)
 LX0933
 LX0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0933'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6117 ***********************************************************************
 LX6117  DESIGNATION -  180
 LX6117  PID         -  LX6117
 LX6117  STATE/COUNTY-  CT/MIDDLESEX
 LX6117  USGS QUAD   -  HADDAM (1971)
 LX6117
 LX6117                         *CURRENT SURVEY CONTROL
 LX6117  ___________________________________________________________________
 LX6117* NAD 83(1996)-  41 29 07.47888(N)    072 30 24.73581(W)     ADJUSTED  
 LX6117* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6117  ___________________________________________________________________
 LX6117  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LX6117  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX6117
 LX6117  HORZ ORDER  -  THIRD
 LX6117
 LX6117.The horizontal coordinates were established by classical geodetic methods
 LX6117.and adjusted by the National Geodetic Survey in August 1998..
 LX6117
 LX6117.The orthometric height was scaled from a topographic map.
 LX6117
 LX6117.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6117
 LX6117.The geoid height was determined by GEOID03.
 LX6117
 LX6117;                    North         East     Units Scale Factor Converg.
 LX6117;SPC CT       -   224,847.333   325,105.138   MT  0.99998349   +0 09 40.4
 LX6117;SPC CT       -   737,686.63  1,066,615.77   sFT  0.99998349   +0 09 40.4
 LX6117;UTM  18      - 4,595,645.296   708,138.301   MT  1.00013316   +1 39 07.6
 LX6117
 LX6117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6117!SPC CT       -   1.00000426  x   0.99998349  =   0.99998775
 LX6117!UTM  18      -   1.00000426  x   1.00013316  =   1.00013742
 LX6117
 LX6117:                Primary Azimuth Mark                     Grid Az
 LX6117:SPC CT       -  HAZENS BARN CUPOLA                       259 39 00.1
 LX6117:UTM  18      -  HAZENS BARN CUPOLA                       258 09 32.9
 LX6117
 LX6117|---------------------------------------------------------------------|
 LX6117| PID    Reference Object                     Distance      Geod. Az  |
 LX6117|                                                           dddmmss.s |
 LX6117| LX6135 HAZENS BARN CUPOLA                  APPROX. 1.0 KM 2594840.5 |
 LX6117| LX6147 LATSHAWS GABLE                      APPROX. 1.5 KM 2713357.1 |
 LX6117| CZ6883 180 RM 1                             13.890 METERS 31224     |
 LX6117|---------------------------------------------------------------------|
 LX6117
 LX6117                          SUPERSEDED SURVEY CONTROL
 LX6117
 LX6117  NAD 83(1992)-  41 29 07.47813(N)    072 30 24.73566(W) AD(       ) 3
 LX6117  NAD 83(1986)-  41 29 07.47995(N)    072 30 24.73814(W) AD(       ) 3
 LX6117  NAD 27      -  41 29 07.11900(N)    072 30 26.43500(W) AD(       ) 3
 LX6117
 LX6117.Superseded values are not recommended for survey control.
 LX6117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6117.See file dsdata.txt to determine how the superseded data were derived.
 LX6117
 LX6117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0813895645(NAD 83)
 LX6117
 LX6117  HISTORY     - Date     Condition        Report By
 LX6117  HISTORY     - 1934     MONUMENTED       CGS
 LX6117  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6117
 LX6117                          STATION DESCRIPTION
 LX6117
 LX6117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6117'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, UNITED
 LX6117'STATES ARMY IN 1909.  IT IS ON A BARE ROCKY POINT IN FRONT OF
 LX6117'THE PROPERTY OF HENRY DITTMAN.  THIS POINT IS THE LAST LEDGE
 LX6117'DOWN RIVER ON THE HADDAM NECK SHORE.
 LX6117'
 LX6117'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN OUTCROPPING
 LX6117'BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6117'
 LX6117'THE STATION IS ON THE SOUTHERLY SIDE OF THE POINT 5 METERS
 LX6117'INSIDE OF, AND ABOUT 2 METERS ABOVE ORDINARY HIGE WATER.  CENTER
 LX6117'IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE OF THE
 LX6117'ROCK AND STAMPED U.S. 180 IN THE TOP.
 LX6117'
 LX6117'ONE STANDARD REFERENCE MARK DISK WAS ESTABLISHED.  REFERENCE
 LX6117'MARK NO.1 IS ABOUT MIDWAY OF THE POINT AND 5.5 METERS BACK OF
 LX6117'HIGH WATER.
 LX6117'
 LX6117'STATION DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6117'
 LX6117'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6117
 LX6117                          STATION RECOVERY (1948)
 LX6117
 LX6117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6117'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2516 ***********************************************************************
 LX2516  DESIGNATION -  1802
 LX2516  PID         -  LX2516
 LX2516  STATE/COUNTY-  CT/NEW HAVEN
 LX2516  USGS QUAD   -  NAUGATUCK (1984)
 LX2516
 LX2516                         *CURRENT SURVEY CONTROL
 LX2516  ___________________________________________________________________
 LX2516* NAD 83(1986)-  41 23 45.     (N)    073 04 18.     (W)     SCALED    
 LX2516* NAVD 88     -        30.049  (meters)      98.59   (feet)  ADJUSTED  
 LX2516  ___________________________________________________________________
 LX2516  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2516  DYNAMIC HT  -          30.040 (meters)      98.56  (feet)  COMP
 LX2516  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 LX2516
 LX2516  VERT ORDER  -  FIRST     CLASS II
 LX2516
 LX2516.The horizontal coordinates were scaled from a topographic map and have
 LX2516.an estimated accuracy of +/- 6 seconds.
 LX2516
 LX2516.The orthometric height was determined by differential leveling
 LX2516.and adjusted by the National Geodetic Survey in June 1991..
 LX2516
 LX2516.The geoid height was determined by GEOID03.
 LX2516
 LX2516.The dynamic height is computed by dividing the NAVD 88
 LX2516.geopotential number by the normal gravity value computed on the
 LX2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2516.degrees latitude (g = 980.6199 gals.).
 LX2516
 LX2516.The modeled gravity was interpolated from observed gravity values.
 LX2516
 LX2516;                    North         East    Units  Estimated Accuracy
 LX2516;SPC CT       -   214,920.      277,900.      MT  (+/- 180 meters Scaled)
 LX2516
 LX2516                          SUPERSEDED SURVEY CONTROL
 LX2516
 LX2516.No superseded survey control is available for this station.
 LX2516
 LX2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL612844(NAD 83)
 LX2516_MARKER: DD = SURVEY DISK
 LX2516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2516_SP_SET: RETAINING WALL
 LX2516_STAMPING: 1802
 LX2516_MARK LOGO: CTGS  
 LX2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2516+STABILITY: SURFACE MOTION
 LX2516
 LX2516  HISTORY     - Date     Condition        Report By
 LX2516  HISTORY     - UNK      MONUMENTED       CTGS
 LX2516  HISTORY     - 1985     GOOD             NGS
 LX2516
 LX2516                          STATION DESCRIPTION
 LX2516
 LX2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2516'IN SEYMOUR.
 LX2516'IN SEYMOUR, ALONG THE PENN CENTRAL RAILROAD, 0.2 KM (0.1 MI) NORTH OF
 LX2516'THE STATION, IN TOP OF A RETAINING WALL, 6.92 METERS (22.7 FT)
 LX2516'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 21.95 METERS (72.0 FT)
 LX2516'SOUTH OF THE SOUTHEAST CORNER OF A STEEL RAILROAD BRIDGE OVER STATE
 LX2516'HIGHWAY 67, 12.34 METERS (40.5 FT) NORTHEAST OF THE WEST CORNER OF A
 LX2516'CHAINLINK FENCE.
 LX2516'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2515 ***********************************************************************
 LX2515  DESIGNATION -  1803 X
 LX2515  PID         -  LX2515
 LX2515  STATE/COUNTY-  CT/NEW HAVEN
 LX2515  USGS QUAD   -  NAUGATUCK (1984)
 LX2515
 LX2515                         *CURRENT SURVEY CONTROL
 LX2515  ___________________________________________________________________
 LX2515* NAD 83(1986)-  41 23 55.     (N)    073 04 06.     (W)     SCALED    
 LX2515* NAVD 88     -        39.640  (meters)     130.05   (feet)  ADJUSTED  
 LX2515  ___________________________________________________________________
 LX2515  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2515  DYNAMIC HT  -          39.628 (meters)     130.01  (feet)  COMP
 LX2515  MODELED GRAV-     980,316.1   (mgal)                       NAVD 88
 LX2515
 LX2515  VERT ORDER  -  FIRST     CLASS II
 LX2515
 LX2515.The horizontal coordinates were scaled from a topographic map and have
 LX2515.an estimated accuracy of +/- 6 seconds.
 LX2515
 LX2515.The orthometric height was determined by differential leveling
 LX2515.and adjusted by the National Geodetic Survey in June 1991..
 LX2515
 LX2515.The geoid height was determined by GEOID03.
 LX2515
 LX2515.The dynamic height is computed by dividing the NAVD 88
 LX2515.geopotential number by the normal gravity value computed on the
 LX2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2515.degrees latitude (g = 980.6199 gals.).
 LX2515
 LX2515.The modeled gravity was interpolated from observed gravity values.
 LX2515
 LX2515;                    North         East    Units  Estimated Accuracy
 LX2515;SPC CT       -   215,230.      278,180.      MT  (+/- 180 meters Scaled)
 LX2515
 LX2515                          SUPERSEDED SURVEY CONTROL
 LX2515
 LX2515.No superseded survey control is available for this station.
 LX2515
 LX2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL614848(NAD 83)
 LX2515_MARKER: DD = SURVEY DISK
 LX2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2515_SP_SET: CONCRETE POST
 LX2515_STAMPING: 1803 X
 LX2515_MARK LOGO: CTGS  
 LX2515_PROJECTION: FLUSH
 LX2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2515+STABILITY: SURFACE MOTION
 LX2515
 LX2515  HISTORY     - Date     Condition        Report By
 LX2515  HISTORY     - UNK      MONUMENTED       CTGS
 LX2515  HISTORY     - 1985     GOOD             NGS
 LX2515
 LX2515                          STATION DESCRIPTION
 LX2515
 LX2515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2515'0.5 KM (0.3 MI) NORTH FROM SEYMOUR.
 LX2515'0.3 KM (0.2 MI) NORTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION OF
 LX2515'MAIN STREET IN SEYMOUR, THENCE 0.2 KM (0.1 MI) NORTH ALONG AN ACCESS
 LX2515'RAMP FOR STATE HIGHWAY 8 TO THE MARK ON THE RIGHT, 13.72 METERS (45.0
 LX2515'FT) EAST OF THE CENTER OF THE RAMP, 25.82 METERS (84.7 FT) NORTHEAST
 LX2515'OF A METAL LAMP POLE, 6.04 METERS (19.8 FT) WEST OF A WIRE FENCE.
 LX2515'THE MARK IS 3.0 M ABOVE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2724 ***********************************************************************
 LX2724  DESIGNATION -  1806
 LX2724  PID         -  LX2724
 LX2724  STATE/COUNTY-  CT/NEW HAVEN
 LX2724  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2724
 LX2724                         *CURRENT SURVEY CONTROL
 LX2724  ___________________________________________________________________
 LX2724* NAD 83(1986)-  41 29 46.     (N)    072 54 10.     (W)     SCALED    
 LX2724* NAVD 88     -        80.726  (meters)     264.85   (feet)  ADJUSTED  
 LX2724  ___________________________________________________________________
 LX2724  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2724  DYNAMIC HT  -          80.701 (meters)     264.77  (feet)  COMP
 LX2724  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 LX2724
 LX2724  VERT ORDER  -  FIRST     CLASS II
 LX2724
 LX2724.The horizontal coordinates were scaled from a topographic map and have
 LX2724.an estimated accuracy of +/- 6 seconds.
 LX2724
 LX2724.The orthometric height was determined by differential leveling
 LX2724.and adjusted by the National Geodetic Survey in June 1991..
 LX2724
 LX2724.The geoid height was determined by GEOID03.
 LX2724
 LX2724.The dynamic height is computed by dividing the NAVD 88
 LX2724.geopotential number by the normal gravity value computed on the
 LX2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2724.degrees latitude (g = 980.6199 gals.).
 LX2724
 LX2724.The modeled gravity was interpolated from observed gravity values.
 LX2724
 LX2724;                    North         East    Units  Estimated Accuracy
 LX2724;SPC CT       -   226,020.      292,040.      MT  (+/- 180 meters Scaled)
 LX2724
 LX2724                          SUPERSEDED SURVEY CONTROL
 LX2724
 LX2724.No superseded survey control is available for this station.
 LX2724
 LX2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL750959(NAD 83)
 LX2724_MARKER: DD = SURVEY DISK
 LX2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2724_SP_SET: CONCRETE POST
 LX2724_STAMPING: 1806
 LX2724_MARK LOGO: CTGS  
 LX2724_PROJECTION: RECESSED 5 CENTIMETERS
 LX2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2724+STABILITY: SURFACE MOTION
 LX2724
 LX2724  HISTORY     - Date     Condition        Report By
 LX2724  HISTORY     - 1938     MONUMENTED       CTGS
 LX2724  HISTORY     - 1985     GOOD             NGS
 LX2724  HISTORY     - 19910505 GOOD             USPSQD
 LX2724
 LX2724                          STATION DESCRIPTION
 LX2724
 LX2724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2724'0.3 KM (0.2 MI) SOUTH FROM CHESHIRE.
 LX2724'0.3 KM (0.2 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2724'STATE HIGHWAY 68 AND 70 IN CHESHIRE TO THE MARK ON THE RIGHT, IN THE
 LX2724'SOUTHWEST ANGLE OF THE INTERSTECTION OF CORNWALL AVENUE, 8.23 METERS
 LX2724'(27.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.99 METERS
 LX2724'(29.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF CORNWALL AVENUE,
 LX2724'1.40 METERS (4.6 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE
 LX2724'SIDEWALK.
 LX2724'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2724
 LX2724                          STATION RECOVERY (1991)
 LX2724
 LX2724'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2031 ***********************************************************************
 LX2031  DESIGNATION -  182 W
 LX2031  PID         -  LX2031
 LX2031  STATE/COUNTY-  CT/HARTFORD
 LX2031  USGS QUAD   -  TARIFFVILLE (1984)
 LX2031
 LX2031                         *CURRENT SURVEY CONTROL
 LX2031  ___________________________________________________________________
 LX2031* NAD 83(1986)-  41 57 13.     (N)    072 47 22.     (W)     SCALED    
 LX2031* NAVD 88     -        65.191  (meters)     213.88   (feet)  ADJUSTED  
 LX2031  ___________________________________________________________________
 LX2031  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LX2031  DYNAMIC HT  -          65.172 (meters)     213.82  (feet)  COMP
 LX2031  MODELED GRAV-     980,340.9   (mgal)                       NAVD 88
 LX2031
 LX2031  VERT ORDER  -  FIRST     CLASS II
 LX2031
 LX2031.The horizontal coordinates were scaled from a topographic map and have
 LX2031.an estimated accuracy of +/- 6 seconds.
 LX2031
 LX2031.The orthometric height was determined by differential leveling
 LX2031.and adjusted by the National Geodetic Survey in June 1991..
 LX2031
 LX2031.The geoid height was determined by GEOID03.
 LX2031
 LX2031.The dynamic height is computed by dividing the NAVD 88
 LX2031.geopotential number by the normal gravity value computed on the
 LX2031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2031.degrees latitude (g = 980.6199 gals.).
 LX2031
 LX2031.The modeled gravity was interpolated from observed gravity values.
 LX2031
 LX2031;                    North         East    Units  Estimated Accuracy
 LX2031;SPC CT       -   276,820.      301,530.      MT  (+/- 180 meters Scaled)
 LX2031
 LX2031                          SUPERSEDED SURVEY CONTROL
 LX2031
 LX2031.No superseded survey control is available for this station.
 LX2031
 LX2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM832469(NAD 83)
 LX2031_MARKER: DD = SURVEY DISK
 LX2031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX2031_SP_SET: GRANITE BASE
 LX2031_STAMPING: 182 W 1923 215
 LX2031_MARK LOGO: USGS  
 LX2031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2031
 LX2031  HISTORY     - Date     Condition        Report By
 LX2031  HISTORY     - 1923     MONUMENTED       USGS
 LX2031  HISTORY     - 1984     GOOD             NGS
 LX2031
 LX2031                          STATION DESCRIPTION
 LX2031
 LX2031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2031'IN GRANBY.
 LX2031'IN GRANBY, AT THE JUNCTION OF U.S. HIGHWAY 202, STATE HIGHWAYS 20 AND
 LX2031'10, IN THE NORTH END OF CITY SQUARE, IN TOP OF AND CENTERED IN THE
 LX2031'NORTH SIDE OF THE BASE OF A GRANITE SOLDIERS MONUMENT INSCRIBED
 LX2031'ANDERSONVILLE, 2.50 METERS (82.0 FT) SOUTH OF THE SOUTH CURB OF
 LX2031'HIGHWAY 20, 31.40 METERS (103.0 FT) EAST OF THE EAST CURB OF HIGHWAY
 LX2031'202 AND 10, 1.0 METERS (3.3 FT) WEST OF THE NORTHEAST CORNER OF THE
 LX2031'BASE OF THE MONUMENT.
 LX2031'THE MARK IS 0.91 M ABOVE HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2728 ***********************************************************************
 LX2728  DESIGNATION -  1820 X
 LX2728  PID         -  LX2728
 LX2728  STATE/COUNTY-  CT/NEW HAVEN
 LX2728  USGS QUAD   -  SOUTHINGTON (1992)
 LX2728
 LX2728                         *CURRENT SURVEY CONTROL
 LX2728  ___________________________________________________________________
 LX2728* NAD 83(1986)-  41 30 57.     (N)    072 53 52.     (W)     SCALED    
 LX2728* NAVD 88     -        63.741  (meters)     209.12   (feet)  ADJUSTED  
 LX2728  ___________________________________________________________________
 LX2728  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2728  DYNAMIC HT  -          63.721 (meters)     209.06  (feet)  COMP
 LX2728  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 LX2728
 LX2728  VERT ORDER  -  FIRST     CLASS II
 LX2728
 LX2728.The horizontal coordinates were scaled from a topographic map and have
 LX2728.an estimated accuracy of +/- 6 seconds.
 LX2728
 LX2728.The orthometric height was determined by differential leveling
 LX2728.and adjusted by the National Geodetic Survey in June 1991..
 LX2728
 LX2728.The geoid height was determined by GEOID03.
 LX2728
 LX2728.The dynamic height is computed by dividing the NAVD 88
 LX2728.geopotential number by the normal gravity value computed on the
 LX2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2728.degrees latitude (g = 980.6199 gals.).
 LX2728
 LX2728.The modeled gravity was interpolated from observed gravity values.
 LX2728
 LX2728;                    North         East    Units  Estimated Accuracy
 LX2728;SPC CT       -   228,210.      292,470.      MT  (+/- 180 meters Scaled)
 LX2728
 LX2728                          SUPERSEDED SURVEY CONTROL
 LX2728
 LX2728.No superseded survey control is available for this station.
 LX2728
 LX2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL754981(NAD 83)
 LX2728_MARKER: DD = SURVEY DISK
 LX2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2728_SP_SET: CONCRETE POST
 LX2728_STAMPING: 1820 X
 LX2728_MARK LOGO: CTGS  
 LX2728_PROJECTION: RECESSED 5 CENTIMETERS
 LX2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2728+STABILITY: SURFACE MOTION
 LX2728
 LX2728  HISTORY     - Date     Condition        Report By
 LX2728  HISTORY     - 1962     MONUMENTED       CTGS
 LX2728  HISTORY     - 1985     GOOD             NGS
 LX2728
 LX2728                          STATION DESCRIPTION
 LX2728
 LX2728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2728'1.9 KM (1.2 MI) NORTH FROM CHESHIRE.
 LX2728'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2728'STATE HIGHWAYS 68 AND 70 IN CHESHIRE TO THE MARK ON THE RIGHT, AT THE
 LX2728'JUNCTION OF CONTOUR DRIVE, 7.31 METERS (24.0 FT) SOUTHEAST OF THE
 LX2728'CENTERLINE OF THE HIGHWAY, 20.30 METERS (66.6 FT) SOUTHEAST AND ACROSS
 LX2728'THE HIGHWAY FROM UTILITY POLE 4373 WITH A STREET LAMP AND TWO GUY
 LX2728'WIRES, 10.88 METERS (35.7 FT) NORTH-NORTHEAST OF UTILITY POLE 139 WITH
 LX2728'STREET LAMP AND ONE GUY WIRE, 3.35 METERS (11.0 FT) SOUTH-SOUTHWEST OF
 LX2728'THE EXTENDED CENTER OF CONTOUR DRIVE, 1.22 METERS (4.0 FT) SOUTHEAST
 LX2728'OF THE HIGHWAY CURB, 0.08 METER (0.26 FT) NORTHWEST OF THE NORTHWEST
 LX2728'EDGE OF A BITUMINOUS SIDEWALK.
 LX2728'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3061 ***********************************************************************
 LX3061  DESIGNATION -  1821
 LX3061  PID         -  LX3061
 LX3061  STATE/COUNTY-  CT/WINDHAM
 LX3061  USGS QUAD   -  SCOTLAND (1983)
 LX3061
 LX3061                         *CURRENT SURVEY CONTROL
 LX3061  ___________________________________________________________________
 LX3061* NAD 83(1986)-  41 42 32.     (N)    072 01 13.     (W)     SCALED    
 LX3061* NAVD 88     -       165.521  (meters)     543.05   (feet)  ADJUSTED  
 LX3061  ___________________________________________________________________
 LX3061  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3061  DYNAMIC HT  -         165.462 (meters)     542.85  (feet)  COMP
 LX3061  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 LX3061
 LX3061  VERT ORDER  -  FIRST     CLASS II
 LX3061
 LX3061.The horizontal coordinates were scaled from a topographic map and have
 LX3061.an estimated accuracy of +/- 6 seconds.
 LX3061
 LX3061.The orthometric height was determined by differential leveling
 LX3061.and adjusted by the National Geodetic Survey in June 1991..
 LX3061
 LX3061.The geoid height was determined by GEOID03.
 LX3061
 LX3061.The dynamic height is computed by dividing the NAVD 88
 LX3061.geopotential number by the normal gravity value computed on the
 LX3061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3061.degrees latitude (g = 980.6199 gals.).
 LX3061
 LX3061.The modeled gravity was interpolated from observed gravity values.
 LX3061
 LX3061;                    North         East    Units  Estimated Accuracy
 LX3061;SPC CT       -   249,900.      365,530.      MT  (+/- 180 meters Scaled)
 LX3061
 LX3061                          SUPERSEDED SURVEY CONTROL
 LX3061
 LX3061.No superseded survey control is available for this station.
 LX3061
 LX3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM479217(NAD 83)
 LX3061_MARKER: DD = SURVEY DISK
 LX3061_SETTING: 66 = SET IN ROCK OUTCROP
 LX3061_SP_SET: ROCK OUTCROP
 LX3061_STAMPING: 1821
 LX3061_MARK LOGO: CTGS  
 LX3061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3061+STABILITY: POSITION/ELEVATION WELL
 LX3061
 LX3061  HISTORY     - Date     Condition        Report By
 LX3061  HISTORY     - 1939     MONUMENTED       CTGS
 LX3061  HISTORY     - 1986     GOOD             NGS
 LX3061
 LX3061                          STATION DESCRIPTION
 LX3061
 LX3061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3061'0.2 KM (0.15 MI) SE FROM WESTMINSTER.
 LX3061'0.2 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LX3061'WATER STREET IN WESTMINSTER TO THE MARK ON THE LEFT, IN TOP OF A
 LX3061'SMALL ROCK OUTCROP FLUSH WITH THE GROUND, OPPOSITE THE HIGHWAY FROM
 LX3061'UTILITY POLE NO. 490, 7.62 METERS (25.0 FT) NORTHEAST OF THE
 LX3061'CENTERLINE OF THE HIGHWAY, 6.40 METERS (21.0 FT) NORTHWEST OF THE
 LX3061'CENTER OF A GRAVEL DRIVE TO A CHURCH.
 LX3061'THE MARK IS 0.80 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2027 ***********************************************************************
 LX2027  DESIGNATION -  183 W
 LX2027  PID         -  LX2027
 LX2027  STATE/COUNTY-  CT/HARTFORD
 LX2027  USGS QUAD   -  TARIFFVILLE (1984)
 LX2027
 LX2027                         *CURRENT SURVEY CONTROL
 LX2027  ___________________________________________________________________
 LX2027* NAD 83(1986)-  41 57 22.     (N)    072 50 28.     (W)     SCALED    
 LX2027* NAVD 88     -       113.881  (meters)     373.62   (feet)  ADJUSTED  
 LX2027  ___________________________________________________________________
 LX2027  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 LX2027  DYNAMIC HT  -         113.848 (meters)     373.52  (feet)  COMP
 LX2027  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 LX2027
 LX2027  VERT ORDER  -  FIRST     CLASS II
 LX2027
 LX2027.The horizontal coordinates were scaled from a topographic map and have
 LX2027.an estimated accuracy of +/- 6 seconds.
 LX2027
 LX2027.The orthometric height was determined by differential leveling
 LX2027.and adjusted by the National Geodetic Survey in June 1991..
 LX2027
 LX2027.The geoid height was determined by GEOID03.
 LX2027
 LX2027.The dynamic height is computed by dividing the NAVD 88
 LX2027.geopotential number by the normal gravity value computed on the
 LX2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2027.degrees latitude (g = 980.6199 gals.).
 LX2027
 LX2027.The modeled gravity was interpolated from observed gravity values.
 LX2027
 LX2027;                    North         East    Units  Estimated Accuracy
 LX2027;SPC CT       -   277,100.      297,250.      MT  (+/- 180 meters Scaled)
 LX2027
 LX2027                          SUPERSEDED SURVEY CONTROL
 LX2027
 LX2027.No superseded survey control is available for this station.
 LX2027
 LX2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM789471(NAD 83)
 LX2027_MARKER: DD = SURVEY DISK
 LX2027_SETTING: 66 = SET IN ROCK OUTCROP
 LX2027_SP_SET: ROCK OUTCROP
 LX2027_STAMPING: 183 W 1923 375
 LX2027_MARK LOGO: USGS  
 LX2027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2027+STABILITY: POSITION/ELEVATION WELL
 LX2027
 LX2027  HISTORY     - Date     Condition        Report By
 LX2027  HISTORY     - 1923     MONUMENTED       USGS
 LX2027  HISTORY     - 1984     GOOD             NGS
 LX2027
 LX2027                          STATION DESCRIPTION
 LX2027
 LX2027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2027'IN WEST GRANBY.
 LX2027'IN WEST GRANBY, 1.4 KM (0.9 MI) EAST ALONG STATE HIGHWAY 20 FROM THE
 LX2027'JUNCTION OF STATE HIGHWAY 219, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG
 LX2027'WEST GRANBY ROAD TO THE MARK ON THE RIGHT, ON TOP OF A MASSIVE OUTCROP
 LX2027'DIRECTLY ACROSS WEST GRANBY ROAD FROM HOUSE 275, 8.53 METERS (28.0 FT)
 LX2027'NORTHWEST OF THE CENTERLINE OF THE ROAD, 18.28 SOUTHWEST OF POWER POLE
 LX2027'339.
 LX2027'THE MARK IS 0.40 METERS  SW FROM A WITNESS POST.
 LX2027'THE MARK IS 1.52 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2522 ***********************************************************************
 LX2522  TIDAL BM    -  This is a Tidal Bench Mark.
 LX2522  DESIGNATION -  185
 LX2522  PID         -  LX2522
 LX2522  STATE/COUNTY-  CT/FAIRFIELD
 LX2522  USGS QUAD   -  ANSONIA (1984)
 LX2522
 LX2522                         *CURRENT SURVEY CONTROL
 LX2522  ___________________________________________________________________
 LX2522* NAD 83(1986)-  41 18 38.     (N)    073 05 14.     (W)     SCALED    
 LX2522* NAVD 88     -        34.250  (meters)     112.37   (feet)  ADJUSTED  
 LX2522  ___________________________________________________________________
 LX2522  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2522  DYNAMIC HT  -          34.239 (meters)     112.33  (feet)  COMP
 LX2522  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 LX2522
 LX2522  VERT ORDER  -  FIRST     CLASS II
 LX2522
 LX2522.The horizontal coordinates were scaled from a topographic map and have
 LX2522.an estimated accuracy of +/- 6 seconds.
 LX2522
 LX2522.The orthometric height was determined by differential leveling
 LX2522.and adjusted by the National Geodetic Survey in June 1991..
 LX2522
 LX2522.This Tidal Bench Mark is designated as VM 12434
 LX2522.by the Center for Operational Oceanographic Products and Services.
 LX2522
 LX2522.The geoid height was determined by GEOID03.
 LX2522
 LX2522.The dynamic height is computed by dividing the NAVD 88
 LX2522.geopotential number by the normal gravity value computed on the
 LX2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2522.degrees latitude (g = 980.6199 gals.).
 LX2522
 LX2522.The modeled gravity was interpolated from observed gravity values.
 LX2522
 LX2522;                    North         East    Units  Estimated Accuracy
 LX2522;SPC CT       -   205,450.      276,560.      MT  (+/- 180 meters Scaled)
 LX2522
 LX2522                          SUPERSEDED SURVEY CONTROL
 LX2522
 LX2522.No superseded survey control is available for this station.
 LX2522
 LX2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL601749(NAD 83)
 LX2522_MARKER: DD = SURVEY DISK
 LX2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2522_SP_SET: CONCRETE POST
 LX2522_STAMPING: 185
 LX2522_MARK LOGO: CTGS  
 LX2522_PROJECTION: FLUSH
 LX2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2522+STABILITY: SURFACE MOTION
 LX2522
 LX2522  HISTORY     - Date     Condition        Report By
 LX2522  HISTORY     - UNK      MONUMENTED       CTGS
 LX2522  HISTORY     - 1985     GOOD             NGS
 LX2522
 LX2522                          STATION DESCRIPTION
 LX2522
 LX2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2522'1.0 KM (0.6 MI) SOUTH FROM SHELTON.
 LX2522'1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 110 FROM THE JUNCTION OF
 LX2522'BRIDGE STREET IN SHELTON TO THE MARK ON THE RIGHT, 1.10 METERS (3.6
 LX2522'FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 5.97 METERS (19.6
 LX2522'FT) NORTHWEST OF THE NORTHWEST CURB OF MYRTLE STREET.
 LX2522'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6026 ***********************************************************************
 LX6026  DESIGNATION -  185
 LX6026  PID         -  LX6026
 LX6026  STATE/COUNTY-  CT/MIDDLESEX
 LX6026  USGS QUAD   -  DEEP RIVER (1971)
 LX6026
 LX6026                         *CURRENT SURVEY CONTROL
 LX6026  ___________________________________________________________________
 LX6026* NAD 83(1996)-  41 28 25.66091(N)    072 29 39.84352(W)     ADJUSTED  
 LX6026* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 LX6026  ___________________________________________________________________
 LX6026  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LX6026  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX6026
 LX6026  HORZ ORDER  -  THIRD
 LX6026
 LX6026.The horizontal coordinates were established by classical geodetic methods
 LX6026.and adjusted by the National Geodetic Survey in August 1998..
 LX6026
 LX6026.The orthometric height was scaled from a topographic map.
 LX6026
 LX6026.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6026
 LX6026.The geoid height was determined by GEOID03.
 LX6026
 LX6026;                    North         East     Units Scale Factor Converg.
 LX6026;SPC CT       -   223,560.244   326,150.370   MT  0.99998368   +0 10 10.1
 LX6026;SPC CT       -   733,463.90  1,070,045.01   sFT  0.99998368   +0 10 10.1
 LX6026;UTM  18      - 4,594,385.642   709,216.827   MT  1.00013870   +1 39 36.0
 LX6026
 LX6026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6026!SPC CT       -   1.00000050  x   0.99998368  =   0.99998418
 LX6026!UTM  18      -   1.00000050  x   1.00013870  =   1.00013920
 LX6026
 LX6026|---------------------------------------------------------------------|
 LX6026| PID    Reference Object                     Distance      Geod. Az  |
 LX6026|                                                           dddmmss.s |
 LX6026| CZ6884 185 RM 1                             12.100 METERS 02442     |
 LX6026| LX6109 RED STORE                           APPROX. 1.3 KM 3095710.8 |
 LX6026|---------------------------------------------------------------------|
 LX6026
 LX6026                          SUPERSEDED SURVEY CONTROL
 LX6026
 LX6026  NAD 83(1992)-  41 28 25.66014(N)    072 29 39.84335(W) AD(       ) 3
 LX6026  NAD 83(1986)-  41 28 25.66195(N)    072 29 39.84590(W) AD(       ) 3
 LX6026  NAD 27      -  41 28 25.30200(N)    072 29 41.54600(W) AD(       ) 3
 LX6026
 LX6026.Superseded values are not recommended for survey control.
 LX6026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6026.See file dsdata.txt to determine how the superseded data were derived.
 LX6026
 LX6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0921794386(NAD 83)
 LX6026
 LX6026  HISTORY     - Date     Condition        Report By
 LX6026  HISTORY     - 1934     MONUMENTED       CGS
 LX6026  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6026
 LX6026                          STATION DESCRIPTION
 LX6026
 LX6026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6026'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, UNITED
 LX6026'STATES ARMY IN 1909.  GO 2.3 MILES N ON ROUTE 9 FROM THE W
 LX6026'APPROACH TO THE EAST HADDAM BRIDGE.  TURN RIGHT INTO A PRIVATE
 LX6026'RIGHT-OF-WAY ACROSS THE RAILROAD TRACKS.  CONTINUE TO THE S
 LX6026'SHORE OF THE MOUTH OF MILL CREEK TO THE LAST OF A GROUP OF
 LX6026'COTTAGES.  FOLLOW THE SHORE LINE OF THE RIVER SOUTHERLY
 LX6026'AROUND THE BOULDER STREWN POINT FOR ABOUT 200 YARDS TO THE
 LX6026'FIRST LARGE SMOOTH BOULDER AT THE FOOT OF THE STEEP BANK.  THE
 LX6026'STATION IS ABOUT 1.3 METERS FROM THE RIVER FACE OF THE BOULDER
 LX6026'AND 0.5 METER FROM THE BANK.  THE BOULDER MEASURES 15 BY
 LX6026'8 FEET AND IS 4 FEET HIGH ON THE RIVER FACE.  STATION IS
 LX6026'MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE OF THE
 LX6026'ROCK.  PLUG IS STAMPED U. S. 105 IN THE TOP.  ONE STANDARD
 LX6026'REFERENCE MARK WAS ESTABLISHED.  IT IS IN A POINTED BOULDER
 LX6026'DIRECTLY OFF-SHORE FROM THE STATION.  THERE ARE SEVERAL BOULDERS IN
 LX6026'THE RIVER AT THIS POINT.  THE REFERENCE MARK IS IN THE
 LX6026'LARGEST.  IT BEARS N 40 DEG E (MAGNETIC)
 LX6026'
 LX6026'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 LX6026'DESCRIBED IN NOTE 12C.
 LX6026'
 LX6026'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6026
 LX6026                          STATION RECOVERY (1948)
 LX6026
 LX6026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6026'THE REFERENCE MARK WHICH WAS SET FOR THIS STATION IN 1934
 LX6026'WAS RECOVERED AND A MEASUREMENT TAKEN FROM IT FOR LOCATION
 LX6026'OF THE STATION.  THE ROCK IN WHICH THE STATION IS SET WAS
 LX6026'LOCATED, BUT DUE TO THE STEEP SLOPES OF THE RIVER IN THIS
 LX6026'VICINITY, THE STATION HAS BEEN COVERED WITH SEVERAL FEET OF
 LX6026'DIRT AND STONE IN A SLIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2699 ***********************************************************************
 MZ2699  DESIGNATION -  185 A
 MZ2699  PID         -  MZ2699
 MZ2699  STATE/COUNTY-  CT/HARTFORD
 MZ2699  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ2699
 MZ2699                         *CURRENT SURVEY CONTROL
 MZ2699  ___________________________________________________________________
 MZ2699* NAD 83(1996)-  42 01 25.94675(N)    072 35 23.49842(W)     ADJUSTED  
 MZ2699* NAVD 88     -        42.     (meters)     138.     (feet)  VERTCON   
 MZ2699  ___________________________________________________________________
 MZ2699  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 MZ2699  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 MZ2699
 MZ2699  HORZ ORDER  -  SECOND
 MZ2699
 MZ2699.The horizontal coordinates were established by classical geodetic methods
 MZ2699.and adjusted by the National Geodetic Survey in August 1998..
 MZ2699.No horizontal observational check was made to the station.
 MZ2699
 MZ2699.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2699
 MZ2699.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2699
 MZ2699.The geoid height was determined by GEOID03.
 MZ2699
 MZ2699;                    North         East     Units Scale Factor Converg.
 MZ2699;SPC CT       -   284,637.037   318,063.568   MT  1.00001970   +0 06 22.3
 MZ2699;SPC CT       -   933,846.68  1,043,513.56   sFT  1.00001970   +0 06 22.3
 MZ2699;SPC MA M     -   864,297.614   109,743.201   MT  0.99996929   -0 43 55.5
 MZ2699;SPC MA M     - 2,835,616.42    360,049.15   sFT  0.99996929   -0 43 55.5
 MZ2699;UTM  18      - 4,655,237.246   699,533.588   MT  1.00008992   +1 36 50.3
 MZ2699
 MZ2699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2699!SPC CT       -   0.99999792  x   1.00001970  =   1.00001762
 MZ2699!SPC MA M     -   0.99999792  x   0.99996929  =   0.99996721
 MZ2699!UTM  18      -   0.99999792  x   1.00008992  =   1.00008784
 MZ2699
 MZ2699                          SUPERSEDED SURVEY CONTROL
 MZ2699
 MZ2699  NAD 83(1996)-  42 01 25.94675(N)    072 35 23.49841(W) AD(       ) 2
 MZ2699  NAD 83(1992)-  42 01 25.94715(N)    072 35 23.49952(W) AD(       ) 2
 MZ2699  NAD 83(1992)-  42 01 25.94716(N)    072 35 23.49953(W) AD(       ) 2
 MZ2699  NAD 83(1986)-  42 01 25.94878(N)    072 35 23.50065(W) AD(       ) 2
 MZ2699  NGVD 29 (01/12/90)   43.     (m)          141.     (f) VERT ANG       
 MZ2699
 MZ2699.Superseded values are not recommended for survey control.
 MZ2699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2699.See file dsdata.txt to determine how the superseded data were derived.
 MZ2699
 MZ2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9953455237(NAD 83)
 MZ2699_MARKER: N = NAIL
 MZ2699_SETTING: 0 = UNSPECIFIED SETTING
 MZ2699_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2699
 MZ2699  HISTORY     - Date     Condition        Report By
 MZ2699  HISTORY     - 1970     MONUMENTED       MAGS
 MZ2699
 MZ2699                          STATION DESCRIPTION
 MZ2699
 MZ2699'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1970 (RAK)
 MZ2699'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 MZ2699'SOUTH-SOUTHWEST OF LONGMEADOW,
 MZ2699'152 METERS (500 FT) SOUTH OF THE MASSACHUSETTS-CONNECTICUT STATE
 MZ2699'LINE AND IN THE NORTHWEST END POST OF THE SWORD AVENUE
 MZ2699'BRIDGE OVER INTERSTATE HIGHWAY 91.
 MZ2699'OWNERSHIP--CONNECTICUT DEPARTMENT OF HIGHWAYS.
 MZ2699'
 MZ2699'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 91 AND
 MZ2699'U. S. HIGHWAY 5, IN ENFIELD, GO NORTHEAST ON HIGHWAY 5 FOR 0.35 KM
 MZ2699'(0.2 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO WEST ON SWORD AVENUE
 MZ2699'FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 MZ2699'
 MZ2699'THE STATION IS A ESCUTCHEON PIN SET IN LEAD.
 MZ2699'THAT IS ---UNSTAMPED---,
 MZ2699'SET INTO THE TOP OF THE NORTHWEST END POST OF BRIDGE.
 MZ2699'22.55 METERS (74.0 FT) WEST FROM THE CENTERLINE OF THE SOUTHBOUND
 MZ2699'LANE OF I-91,
 MZ2699'5.79 METERS (19.0 FT) NORTH FROM THE CENTERLINE OF SWORD AVENUE,
 MZ2699'2.9 METERS (9.5 FT) SOUTH FROM A UTILITY POLE NUMBERED 6112 AND IS
 MZ2699'ABOUT 1.22 METERS (4 FT) ABOVE THE LEVEL OF SWORD AVENUE.
 MZ2699'
 MZ2699'DESCRIBED BY R.A. KELLER, MAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1714 ***********************************************************************
 LW1714  DESIGNATION -  1852 CTGS
 LW1714  PID         -  LW1714
 LW1714  STATE/COUNTY-  CT/NEW LONDON
 LW1714  USGS QUAD   -  JEWETT CITY (1984)
 LW1714
 LW1714                         *CURRENT SURVEY CONTROL
 LW1714  ___________________________________________________________________
 LW1714* NAD 83(1986)-  41 36 31.     (N)    071 58 50.     (W)     SCALED    
 LW1714* NAVD 88     -        48.671  (meters)     159.68   (feet)  ADJUSTED  
 LW1714  ___________________________________________________________________
 LW1714  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW1714  DYNAMIC HT  -          48.654 (meters)     159.63  (feet)  COMP
 LW1714  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LW1714
 LW1714  VERT ORDER  -  FIRST     CLASS II
 LW1714
 LW1714.The horizontal coordinates were scaled from a topographic map and have
 LW1714.an estimated accuracy of +/- 6 seconds.
 LW1714
 LW1714.The orthometric height was determined by differential leveling
 LW1714.and adjusted by the National Geodetic Survey in June 1991..
 LW1714
 LW1714.The geoid height was determined by GEOID03.
 LW1714
 LW1714.The dynamic height is computed by dividing the NAVD 88
 LW1714.geopotential number by the normal gravity value computed on the
 LW1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1714.degrees latitude (g = 980.6199 gals.).
 LW1714
 LW1714.The modeled gravity was interpolated from observed gravity values.
 LW1714
 LW1714;                    North         East    Units  Estimated Accuracy
 LW1714;SPC CT       -   238,790.      368,940.      MT  (+/- 180 meters Scaled)
 LW1714
 LW1714                          SUPERSEDED SURVEY CONTROL
 LW1714
 LW1714.No superseded survey control is available for this station.
 LW1714
 LW1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG516106(NAD 83)
 LW1714_MARKER: DD = SURVEY DISK
 LW1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1714_SP_SET: CONCRETE POST
 LW1714_STAMPING: 1852
 LW1714_MARK LOGO: CTGS  
 LW1714_PROJECTION: FLUSH
 LW1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1714+STABILITY: SURFACE MOTION
 LW1714
 LW1714  HISTORY     - Date     Condition        Report By
 LW1714  HISTORY     - UNK      MONUMENTED       CTGS
 LW1714  HISTORY     - 1984     GOOD             NGS
 LW1714  HISTORY     - 19901006 MARK NOT FOUND   USPSQD
 LW1714
 LW1714                          STATION DESCRIPTION
 LW1714
 LW1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1714'0.6 KM (0.35 MI) NORTH FROM JEWETT CITY.
 LW1714'0.6 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1714'STATE HIGHWAY 138 IN JEWETT CITY TO THE MARK ON THE RIGHT, IN THE
 LW1714'FRONT LAWN OF HOUSE 47 AND ACROSS THE HIGHWAY FROM THE SANCTA MARIA
 LW1714'SCHOOL, 10.82 METERS (35.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LW1714'4.23 METERS (13.9 FT) NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE
 LW1714'RETAINING WALL ENCLOSING THE LAWN OF THE HOUSE, 4.66 METERS (15.3 FT)
 LW1714'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE FRONT PORCH OF THE
 LW1714'HOUSE.
 LW1714'THE MARK IS 1.21 M ABOVE HIGHWAY.
 LW1714
 LW1714                          STATION RECOVERY (1990)
 LW1714
 LW1714'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1663 ***********************************************************************
 LW1663  DESIGNATION -  1853 CTGS
 LW1663  PID         -  LW1663
 LW1663  STATE/COUNTY-  CT/NEW LONDON
 LW1663  USGS QUAD   -  JEWETT CITY (1984)
 LW1663
 LW1663                         *CURRENT SURVEY CONTROL
 LW1663  ___________________________________________________________________
 LW1663* NAD 83(1986)-  41 36 17.     (N)    071 59 02.     (W)     SCALED    
 LW1663* NAVD 88     -        35.799  (meters)     117.45   (feet)  ADJUSTED  
 LW1663  ___________________________________________________________________
 LW1663  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1663  DYNAMIC HT  -          35.787 (meters)     117.41  (feet)  COMP
 LW1663  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LW1663
 LW1663  VERT ORDER  -  FIRST     CLASS II
 LW1663
 LW1663.The horizontal coordinates were scaled from a topographic map and have
 LW1663.an estimated accuracy of +/- 6 seconds.
 LW1663
 LW1663.The orthometric height was determined by differential leveling
 LW1663.and adjusted by the National Geodetic Survey in June 1991..
 LW1663
 LW1663.The geoid height was determined by GEOID03.
 LW1663
 LW1663.The dynamic height is computed by dividing the NAVD 88
 LW1663.geopotential number by the normal gravity value computed on the
 LW1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1663.degrees latitude (g = 980.6199 gals.).
 LW1663
 LW1663.The modeled gravity was interpolated from observed gravity values.
 LW1663
 LW1663;                    North         East    Units  Estimated Accuracy
 LW1663;SPC CT       -   238,350.      368,660.      MT  (+/- 180 meters Scaled)
 LW1663
 LW1663                          SUPERSEDED SURVEY CONTROL
 LW1663
 LW1663.No superseded survey control is available for this station.
 LW1663
 LW1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG513101(NAD 83)
 LW1663_MARKER: DD = SURVEY DISK
 LW1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1663_SP_SET: CONCRETE POST
 LW1663_STAMPING: 1853
 LW1663_MARK LOGO: CTGS  
 LW1663_PROJECTION: FLUSH
 LW1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1663+STABILITY: SURFACE MOTION
 LW1663
 LW1663  HISTORY     - Date     Condition        Report By
 LW1663  HISTORY     - UNK      MONUMENTED       CTGS
 LW1663  HISTORY     - 1984     GOOD             NGS
 LW1663  HISTORY     - 19901006 GOOD             USPSQD
 LW1663
 LW1663                          STATION DESCRIPTION
 LW1663
 LW1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1663'IN JEWETT CITY.
 LW1663'IN JEWETT CITY, AT THE JUNCTION OF STATE HIGHWAYS 12 AND 138, ON THE
 LW1663'SOUTH EDGE OF THE LAWN OF THE SLATER LIBRARY, 7.31 METERS (24.0 FT)
 LW1663'WEST OF THE WEST CURB OF HIGHWAY 12, 5.82 METERS (19.1 FT) SOUTHEAST
 LW1663'OF THE SOUTHEAST CORNER OF THE LIBRARY, 0.61 METERS (2.0 FT) NORTH OF
 LW1663'THE NORTH EDGE OF A GRANITE RETAINING WALL.
 LW1663'THE MARK IS 1.06 M ABOVE HIGHWAY 12.
 LW1663
 LW1663                          STATION RECOVERY (1990)
 LW1663
 LW1663'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3332 ***********************************************************************
 LX3332  DESIGNATION -  1854
 LX3332  PID         -  LX3332
 LX3332  STATE/COUNTY-  CT/NEW LONDON
 LX3332  USGS QUAD   -  MONTVILLE (1983)
 LX3332
 LX3332                         *CURRENT SURVEY CONTROL
 LX3332  ___________________________________________________________________
 LX3332* NAD 83(1986)-  41 25 41.     (N)    072 12 54.     (W)     SCALED    
 LX3332* NAVD 88     -        47.723  (meters)     156.57   (feet)  ADJUSTED  
 LX3332  ___________________________________________________________________
 LX3332  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX3332  DYNAMIC HT  -          47.706 (meters)     156.52  (feet)  COMP
 LX3332  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX3332
 LX3332  VERT ORDER  -  FIRST     CLASS II
 LX3332
 LX3332.The horizontal coordinates were scaled from a topographic map and have
 LX3332.an estimated accuracy of +/- 6 seconds.
 LX3332
 LX3332.The orthometric height was determined by differential leveling
 LX3332.and adjusted by the National Geodetic Survey in June 1991..
 LX3332
 LX3332.The geoid height was determined by GEOID03.
 LX3332
 LX3332.The dynamic height is computed by dividing the NAVD 88
 LX3332.geopotential number by the normal gravity value computed on the
 LX3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3332.degrees latitude (g = 980.6199 gals.).
 LX3332
 LX3332.The modeled gravity was interpolated from observed gravity values.
 LX3332
 LX3332;                    North         East    Units  Estimated Accuracy
 LX3332;SPC CT       -   218,590.      349,520.      MT  (+/- 180 meters Scaled)
 LX3332
 LX3332                          SUPERSEDED SURVEY CONTROL
 LX3332
 LX3332.No superseded survey control is available for this station.
 LX3332
 LX3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL327900(NAD 83)
 LX3332_MARKER: DD = SURVEY DISK
 LX3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3332_SP_SET: CONCRETE POST
 LX3332_STAMPING: 1854
 LX3332_MARK LOGO: CTGS  
 LX3332_PROJECTION: RECESSED 10 CENTIMETERS
 LX3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3332+STABILITY: SURFACE MOTION
 LX3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3332+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 LX3332
 LX3332  HISTORY     - Date     Condition        Report By
 LX3332  HISTORY     - 1939     MONUMENTED       CTGS
 LX3332  HISTORY     - 1986     GOOD             NGS
 LX3332  HISTORY     - 1989     GOOD             USPSQD
 LX3332  HISTORY     - 19900428 GOOD             USPSQD
 LX3332  HISTORY     - 19901115 GOOD             USPSQD
 LX3332  HISTORY     - 19991226 GOOD             USPSQD
 LX3332  HISTORY     - 20030508 GOOD             USPSQD
 LX3332
 LX3332                          STATION DESCRIPTION
 LX3332
 LX3332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3332'IN CHESTERFIELD.
 LX3332'IN CHESTERFIELD, AT THE JUNCTION OF STATE HIGHWAYS 85 AND 161 AND AT
 LX3332'THE WEST EDGE OF A GALVANIZED GUARDRAIL, 5.12 METERS (16.8 FT) EAST
 LX3332'OF THE CENTERLINE OF THE HIGHWAY, 4.30 METERS (14.1 FT) NORTHWEST OF
 LX3332'THE SOUTHWEST CORNER OF THE NORTH SIDE OF A STONE MASONARY SLUICEWAY,
 LX3332'3.53 METERS (11.6 FT) SOUTHEAST OF UTILITY POLE NO. 2072 WITH STREET
 LX3332'LAMP AND TWO GUY WIRES, 0.36 METER (1.2 FT) WEST OF THE GUARDRAIL.
 LX3332'THE MARK IS 0.12 M BELOW HIGHWAY.
 LX3332
 LX3332                          STATION RECOVERY (1989)
 LX3332
 LX3332'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3332'RECOVERED IN GOOD CONDITION.
 LX3332
 LX3332                          STATION RECOVERY (1990)
 LX3332
 LX3332'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3332'RECOVERED IN GOOD CONDITION.
 LX3332
 LX3332                          STATION RECOVERY (1990)
 LX3332
 LX3332'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3332'RECOVERED IN GOOD CONDITION.
 LX3332
 LX3332                          STATION RECOVERY (1999)
 LX3332
 LX3332'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3332'RECOVERED IN GOOD CONDITION.
 LX3332
 LX3332                          STATION RECOVERY (2003)
 LX3332
 LX3332'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2813 ***********************************************************************
 LX2813  DESIGNATION -  1861
 LX2813  PID         -  LX2813
 LX2813  STATE/COUNTY-  CT/MIDDLESEX
 LX2813  USGS QUAD   -  MIDDLETOWN (1992)
 LX2813
 LX2813                         *CURRENT SURVEY CONTROL
 LX2813  ___________________________________________________________________
 LX2813* NAD 83(1986)-  41 31 02.     (N)    072 40 07.     (W)     SCALED    
 LX2813* NAVD 88     -        71.492  (meters)     234.55   (feet)  ADJUSTED  
 LX2813  ___________________________________________________________________
 LX2813  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2813  DYNAMIC HT  -          71.468 (meters)     234.47  (feet)  COMP
 LX2813  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 LX2813
 LX2813  VERT ORDER  -  FIRST     CLASS II
 LX2813
 LX2813.The horizontal coordinates were scaled from a topographic map and have
 LX2813.an estimated accuracy of +/- 6 seconds.
 LX2813
 LX2813.The orthometric height was determined by differential leveling
 LX2813.and adjusted by the National Geodetic Survey in June 1991..
 LX2813
 LX2813.The geoid height was determined by GEOID03.
 LX2813
 LX2813.The dynamic height is computed by dividing the NAVD 88
 LX2813.geopotential number by the normal gravity value computed on the
 LX2813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2813.degrees latitude (g = 980.6199 gals.).
 LX2813
 LX2813.The modeled gravity was interpolated from observed gravity values.
 LX2813
 LX2813;                    North         East    Units  Estimated Accuracy
 LX2813;SPC CT       -   228,360.      311,590.      MT  (+/- 180 meters Scaled)
 LX2813
 LX2813                          SUPERSEDED SURVEY CONTROL
 LX2813
 LX2813.No superseded survey control is available for this station.
 LX2813
 LX2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL945988(NAD 83)
 LX2813_MARKER: DD = SURVEY DISK
 LX2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2813_SP_SET: CONCRETE POST
 LX2813_STAMPING: 1861
 LX2813_MARK LOGO: CTGS  
 LX2813_PROJECTION: FLUSH
 LX2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2813+STABILITY: SURFACE MOTION
 LX2813
 LX2813  HISTORY     - Date     Condition        Report By
 LX2813  HISTORY     - UNK      MONUMENTED       CTGS
 LX2813  HISTORY     - 1985     GOOD             NGS
 LX2813  HISTORY     - 19970531 GOOD             USPSQD
 LX2813
 LX2813                          STATION DESCRIPTION
 LX2813
 LX2813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2813'5.5 KM (3.4 MI) SOUTH FROM MIDDLETOWN.
 LX2813'3.6 KM (2.25 MI) WEST ALONG STATE HIGHWAY 155 FROM THE OVERPASS OF
 LX2813'STATE HIGHWAY 9 IN MIDDLETOWN, THENCE 1.9 KM (1.15 MI) SOUTH ALONG
 LX2813'STATE HIGHWAY 17 TO THE MARK ON THE RIGHT, ALSO 4.6 KM (2.85 MI) NORTH
 LX2813'ALONG HIGHWAY 17 FROM THE JUNCTION OF STATE HIGHWAY 68 IN DURHAM,
 LX2813'6.40 METERS (21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2813'19.63 METERS (64.4 FT) NORTH OF THE NORTHWEST CORNER OF A METAL CATCH
 LX2813'BASIN, 9.45 METERS (31.0 FT) NORTHEAST OF UTILITY POLE 3400.
 LX2813'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LX2813'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX2813
 LX2813                          STATION RECOVERY (1997)
 LX2813
 LX2813'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2812 ***********************************************************************
 LX2812  DESIGNATION -  1862
 LX2812  PID         -  LX2812
 LX2812  STATE/COUNTY-  CT/MIDDLESEX
 LX2812  USGS QUAD   -  MIDDLETOWN (1992)
 LX2812
 LX2812                         *CURRENT SURVEY CONTROL
 LX2812  ___________________________________________________________________
 LX2812* NAD 83(1986)-  41 31 02.     (N)    072 40 04.     (W)     SCALED    
 LX2812* NAVD 88     -        62.877  (meters)     206.29   (feet)  ADJUSTED  
 LX2812  ___________________________________________________________________
 LX2812  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2812  DYNAMIC HT  -          62.856 (meters)     206.22  (feet)  COMP
 LX2812  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LX2812
 LX2812  VERT ORDER  -  FIRST     CLASS II
 LX2812
 LX2812.The horizontal coordinates were scaled from a topographic map and have
 LX2812.an estimated accuracy of +/- 6 seconds.
 LX2812
 LX2812.The orthometric height was determined by differential leveling
 LX2812.and adjusted by the National Geodetic Survey in June 1991..
 LX2812
 LX2812.The geoid height was determined by GEOID03.
 LX2812
 LX2812.The dynamic height is computed by dividing the NAVD 88
 LX2812.geopotential number by the normal gravity value computed on the
 LX2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2812.degrees latitude (g = 980.6199 gals.).
 LX2812
 LX2812.The modeled gravity was interpolated from observed gravity values.
 LX2812
 LX2812;                    North         East    Units  Estimated Accuracy
 LX2812;SPC CT       -   228,360.      311,660.      MT  (+/- 180 meters Scaled)
 LX2812
 LX2812                          SUPERSEDED SURVEY CONTROL
 LX2812
 LX2812.No superseded survey control is available for this station.
 LX2812
 LX2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL946988(NAD 83)
 LX2812_MARKER: DD = SURVEY DISK
 LX2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2812_SP_SET: CONCRETE POST
 LX2812_STAMPING: 1862
 LX2812_MARK LOGO: CTGS  
 LX2812_PROJECTION: RECESSED 15 CENTIMETERS
 LX2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2812+STABILITY: SURFACE MOTION
 LX2812
 LX2812  HISTORY     - Date     Condition        Report By
 LX2812  HISTORY     - 1940     MONUMENTED       CTGS
 LX2812  HISTORY     - 1985     GOOD             NGS
 LX2812
 LX2812                          STATION DESCRIPTION
 LX2812
 LX2812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2812'5.1 KM (3.2 MI) SOUTH FROM MIDDLETOWN.
 LX2812'3.6 KM (2.25 MI) WEST ALONG STATE HIGHWAY 155 FROM THE OVERPASS OF
 LX2812'STATE HIGHWAY 9 IN MIDDLETOWN, THENCE 1.5 KM (0.95 MI) SOUTH ALONG
 LX2812'STATE HIGHWAY 17 TO THE MARK ON THE RIGHT, DIRECTLY UNDER A METAL
 LX2812'GUARD RAIL, 6.10 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE
 LX2812'HIGHWAY, 7.65 METERS (25.1 FT) NORTHWEST OF UTILITY POLE 3392,
 LX2812'0.61 METER (2.0 FT) NORTH OF THE SOUTH END OF THE GUARD RAIL.
 LX2812'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2873 ***********************************************************************
 LX2873  DESIGNATION -  1864
 LX2873  PID         -  LX2873
 LX2873  STATE/COUNTY-  CT/NEW HAVEN
 LX2873  USGS QUAD   -  BRANFORD (1984)
 LX2873
 LX2873                         *CURRENT SURVEY CONTROL
 LX2873  ___________________________________________________________________
 LX2873* NAD 83(1986)-  41 24 46.     (N)    072 45 23.     (W)     SCALED    
 LX2873* NAVD 88     -        87.858  (meters)     288.25   (feet)  ADJUSTED  
 LX2873  ___________________________________________________________________
 LX2873  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2873  DYNAMIC HT  -          87.829 (meters)     288.15  (feet)  COMP
 LX2873  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX2873
 LX2873  VERT ORDER  -  FIRST     CLASS II
 LX2873
 LX2873.The horizontal coordinates were scaled from a topographic map and have
 LX2873.an estimated accuracy of +/- 6 seconds.
 LX2873
 LX2873.The orthometric height was determined by differential leveling
 LX2873.and adjusted by the National Geodetic Survey in June 1991..
 LX2873
 LX2873.The geoid height was determined by GEOID03.
 LX2873
 LX2873.The dynamic height is computed by dividing the NAVD 88
 LX2873.geopotential number by the normal gravity value computed on the
 LX2873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2873.degrees latitude (g = 980.6199 gals.).
 LX2873
 LX2873.The modeled gravity was interpolated from observed gravity values.
 LX2873
 LX2873;                    North         East    Units  Estimated Accuracy
 LX2873;SPC CT       -   216,750.      304,270.      MT  (+/- 180 meters Scaled)
 LX2873
 LX2873                          SUPERSEDED SURVEY CONTROL
 LX2873
 LX2873.No superseded survey control is available for this station.
 LX2873
 LX2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL875870(NAD 83)
 LX2873_MARKER: DD = SURVEY DISK
 LX2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2873_SP_SET: CONCRETE POST
 LX2873_STAMPING: 1864
 LX2873_MARK LOGO: CTGS  
 LX2873_PROJECTION: FLUSH
 LX2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2873+STABILITY: SURFACE MOTION
 LX2873
 LX2873  HISTORY     - Date     Condition        Report By
 LX2873  HISTORY     - 1940     MONUMENTED       CTGS
 LX2873  HISTORY     - 1985     GOOD             NGS
 LX2873
 LX2873                          STATION DESCRIPTION
 LX2873
 LX2873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2873'3.9 KM (2.45 MI) NE FROM NORTHFORD.
 LX2873'3.9 KM (2.45 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2873'STATE HIGHWAY 22 IN NORTHFORD TO THE MARK ON THE LEFT, 6.86 METERS
 LX2873'(22.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.81 METERS
 LX2873'(65.0 FT) SOUTHEAST OF THE CENTERLINE OF REEDS GAP ROAD, 4.88 METERS
 LX2873'(16.0 FT) SOUTHWEST OF A 102-CM (40-INCH) ASH TREE.
 LX2873'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2005 ***********************************************************************
 LX2005  DESIGNATION -  189 W
 LX2005  PID         -  LX2005
 LX2005  STATE/COUNTY-  CT/LITCHFIELD
 LX2005  USGS QUAD   -  WINSTED (1984)
 LX2005
 LX2005                         *CURRENT SURVEY CONTROL
 LX2005  ___________________________________________________________________
 LX2005* NAD 83(1986)-  41 55 15.     (N)    073 03 33.     (W)     SCALED    
 LX2005* NAVD 88     -       217.225  (meters)     712.68   (feet)  ADJUSTED  
 LX2005  ___________________________________________________________________
 LX2005  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX2005  DYNAMIC HT  -         217.155 (meters)     712.45  (feet)  COMP
 LX2005  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 LX2005
 LX2005  VERT ORDER  -  FIRST     CLASS II
 LX2005
 LX2005.The horizontal coordinates were scaled from a topographic map and have
 LX2005.an estimated accuracy of +/- 6 seconds.
 LX2005
 LX2005.The orthometric height was determined by differential leveling
 LX2005.and adjusted by the National Geodetic Survey in June 1991..
 LX2005
 LX2005.The geoid height was determined by GEOID03.
 LX2005
 LX2005.The dynamic height is computed by dividing the NAVD 88
 LX2005.geopotential number by the normal gravity value computed on the
 LX2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2005.degrees latitude (g = 980.6199 gals.).
 LX2005
 LX2005.The modeled gravity was interpolated from observed gravity values.
 LX2005
 LX2005;                    North         East    Units  Estimated Accuracy
 LX2005;SPC CT       -   273,230.      279,150.      MT  (+/- 180 meters Scaled)
 LX2005
 LX2005                          SUPERSEDED SURVEY CONTROL
 LX2005
 LX2005.No superseded survey control is available for this station.
 LX2005
 LX2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM609428(NAD 83)
 LX2005_MARKER: DD = SURVEY DISK
 LX2005_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2005+WITH SETTING: PAVEMENT
 LX2005_SP_SET: STEP FOUNDATION
 LX2005_STAMPING: 189 W 1923 714
 LX2005_MARK LOGO: USGS  
 LX2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2005+STABILITY: SURFACE MOTION
 LX2005
 LX2005  HISTORY     - Date     Condition        Report By
 LX2005  HISTORY     - 1923     MONUMENTED       USGS
 LX2005  HISTORY     - 1984     GOOD             NGS
 LX2005  HISTORY     - 1985     GOOD             NGS
 LX2005
 LX2005                          STATION DESCRIPTION
 LX2005
 LX2005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2005'IN WINSTED.
 LX2005'IN WINSTED, 0.8 KM (0.5 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX2005'OFFICE, AT THE NORTHWESTERN CONNECTICUT COMMUNITY COLLEGE, AT THE
 LX2005'JUNCTION OF STATE HIGHWAY 8 NORTH, IN TOP OF THE EAST END OF THE NORTH
 LX2005'GRANIT STEP FOUNDATION OF A FORMER ENTRANCE, 25.60 METERS (64.0 FT)
 LX2005'13.90 METERS (45.6 FT) NORTHEAST OF THE CENTER ONE OF THREE FLAG
 LX2005'POLES, 11.30 METERS (37.1 FT) NORTH OF THE SOUTHWEST CORNER OF
 LX2005'BUILDING.
 LX2005'THE MARK IS 1.22 M ABOVE HIGHWAY 8.
 LX2005
 LX2005                          STATION RECOVERY (1985)
 LX2005
 LX2005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2868 ***********************************************************************
 LX2868  DESIGNATION -  19
 LX2868  PID         -  LX2868
 LX2868  STATE/COUNTY-  CT/NEW HAVEN
 LX2868  USGS QUAD   -  BRANFORD (1984)
 LX2868
 LX2868                         *CURRENT SURVEY CONTROL
 LX2868  ___________________________________________________________________
 LX2868* NAD 83(1986)-  41 24 14.     (N)    072 46 56.     (W)     SCALED    
 LX2868* NAVD 88     -        59.353  (meters)     194.73   (feet)  ADJUSTED  
 LX2868  ___________________________________________________________________
 LX2868  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2868  DYNAMIC HT  -          59.334 (meters)     194.66  (feet)  COMP
 LX2868  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 LX2868
 LX2868  VERT ORDER  -  FIRST     CLASS II
 LX2868
 LX2868.The horizontal coordinates were scaled from a topographic map and have
 LX2868.an estimated accuracy of +/- 6 seconds.
 LX2868
 LX2868.The orthometric height was determined by differential leveling
 LX2868.and adjusted by the National Geodetic Survey in June 1991..
 LX2868
 LX2868.The geoid height was determined by GEOID03.
 LX2868
 LX2868.The dynamic height is computed by dividing the NAVD 88
 LX2868.geopotential number by the normal gravity value computed on the
 LX2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2868.degrees latitude (g = 980.6199 gals.).
 LX2868
 LX2868.The modeled gravity was interpolated from observed gravity values.
 LX2868
 LX2868;                    North         East    Units  Estimated Accuracy
 LX2868;SPC CT       -   215,770.      302,110.      MT  (+/- 180 meters Scaled)
 LX2868
 LX2868                          SUPERSEDED SURVEY CONTROL
 LX2868
 LX2868.No superseded survey control is available for this station.
 LX2868
 LX2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL853859(NAD 83)
 LX2868_MARKER: DD = SURVEY DISK
 LX2868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2868_SP_SET: CONCRETE POST
 LX2868_STAMPING: 19
 LX2868_MARK LOGO: CTGS  
 LX2868_PROJECTION: RECESSED 4 CENTIMETERS
 LX2868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2868+STABILITY: SURFACE MOTION
 LX2868
 LX2868  HISTORY     - Date     Condition        Report By
 LX2868  HISTORY     - 1940     MONUMENTED       CTGS
 LX2868  HISTORY     - 1985     GOOD             NGS
 LX2868
 LX2868                          STATION DESCRIPTION
 LX2868
 LX2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2868'1.5 KM (0.95 MI) NE FROM NORTHFORD.
 LX2868'1.5 KM (0.95 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2868'STATE HIGHWAY 22 IN NORTHFORD TO THE MARK ON THE LEFT, 6.40 METERS
 LX2868'(21.0 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.08 METERS
 LX2868'(13.4 FT) SOUTHWEST OF A SIDE ROAD SIGN, 2.13 METERS (7.0 FT)
 LX2868'NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY.
 LX2868'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0637 ***********************************************************************
 LX0637  DESIGNATION -  19 A CU
 LX0637  PID         -  LX0637
 LX0637  STATE/COUNTY-  CT/LITCHFIELD
 LX0637  USGS QUAD   -  LITCHFIELD (1984)
 LX0637
 LX0637                         *CURRENT SURVEY CONTROL
 LX0637  ___________________________________________________________________
 LX0637* NAD 83(1986)-  41 44 49.     (N)    073 11 23.     (W)     SCALED    
 LX0637* NAVD 88     -       332.483  (meters)    1090.82   (feet)  ADJUSTED  
 LX0637  ___________________________________________________________________
 LX0637  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX0637  DYNAMIC HT  -         332.369 (meters)    1090.45  (feet)  COMP
 LX0637  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 LX0637
 LX0637  VERT ORDER  -  FIRST     CLASS II
 LX0637
 LX0637.The horizontal coordinates were scaled from a topographic map and have
 LX0637.an estimated accuracy of +/- 6 seconds.
 LX0637
 LX0637.The orthometric height was determined by differential leveling
 LX0637.and adjusted by the National Geodetic Survey in June 1991..
 LX0637
 LX0637.The geoid height was determined by GEOID03.
 LX0637
 LX0637.The dynamic height is computed by dividing the NAVD 88
 LX0637.geopotential number by the normal gravity value computed on the
 LX0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0637.degrees latitude (g = 980.6199 gals.).
 LX0637
 LX0637.The modeled gravity was interpolated from observed gravity values.
 LX0637
 LX0637;                    North         East    Units  Estimated Accuracy
 LX0637;SPC CT       -   253,960.      268,230.      MT  (+/- 180 meters Scaled)
 LX0637
 LX0637                          SUPERSEDED SURVEY CONTROL
 LX0637
 LX0637.No superseded survey control is available for this station.
 LX0637
 LX0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM505232(NAD 83)
 LX0637_MARKER: DD = SURVEY DISK
 LX0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0637_STAMPING: 8
 LX0637_MARK LOGO: NONE  
 LX0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0637
 LX0637  HISTORY     - Date     Condition        Report By
 LX0637  HISTORY     - UNK      MONUMENTED       CU
 LX0637  HISTORY     - 1925     GOOD             NGS
 LX0637  HISTORY     - 1934     GOOD             LOCSUR
 LX0637  HISTORY     - 1985     GOOD             NGS
 LX0637
 LX0637                          STATION DESCRIPTION
 LX0637
 LX0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 LX0637'AT LITCHFIELD.
 LX0637'AT LITCHFIELD, LITCHFIELD COUNTY, IN THE PLAZA NORTHEAST OF THE
 LX0637'TOWN HALL AT THE EAST END OF THE PARK SYSTEM IN THE VILLAGE,
 LX0637'ON TOP OF THE LARGE IRON CANNON MOUNTED ON A STONE BASE.  W OF
 LX0637'THE CIVIL WAR MONUMENT AND NE OF THE WORLD WAR MONUMENT.  A POINT
 LX0637'MARKED BY AN 8 STAMPED IN THE TOP OF THE SMALL PROJECTION ON
 LX0637'THE TOP OF THE CANNON.
 LX0637
 LX0637                          STATION RECOVERY (1934)
 LX0637
 LX0637'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0637'RECOVERED IN GOOD CONDITION.
 LX0637
 LX0637                          STATION RECOVERY (1985)
 LX0637
 LX0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0637'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN LITCHFIELD,
 LX0637'IN THE CITY PARK ON TOP OF A LARGE CANNON MOUNTED ON A STONE BASE, THE
 LX0637'MARK IS A POINT MARKED BY AN (8) STAMPED IN THE TOP OF THE SMALL
 LX0637'PROJECTION ON TOP OF THE CANNON.
 LX0637'THE MARK IS 1.37 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0636 ***********************************************************************
 LX0636  DESIGNATION -  19 CU
 LX0636  PID         -  LX0636
 LX0636  STATE/COUNTY-  CT/LITCHFIELD
 LX0636  USGS QUAD   -  LITCHFIELD (1984)
 LX0636
 LX0636                         *CURRENT SURVEY CONTROL
 LX0636  ___________________________________________________________________
 LX0636* NAD 83(1986)-  41 44 52.     (N)    073 11 25.     (W)     SCALED    
 LX0636* NAVD 88     -       333.335  (meters)    1093.62   (feet)  ADJUSTED  
 LX0636  ___________________________________________________________________
 LX0636  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX0636  DYNAMIC HT  -         333.221 (meters)    1093.24  (feet)  COMP
 LX0636  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 LX0636
 LX0636  VERT ORDER  -  FIRST     CLASS II
 LX0636
 LX0636.The horizontal coordinates were scaled from a topographic map and have
 LX0636.an estimated accuracy of +/- 6 seconds.
 LX0636
 LX0636.The orthometric height was determined by differential leveling
 LX0636.and adjusted by the National Geodetic Survey in June 1991..
 LX0636
 LX0636.The geoid height was determined by GEOID03.
 LX0636
 LX0636.The dynamic height is computed by dividing the NAVD 88
 LX0636.geopotential number by the normal gravity value computed on the
 LX0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0636.degrees latitude (g = 980.6199 gals.).
 LX0636
 LX0636.The modeled gravity was interpolated from observed gravity values.
 LX0636
 LX0636;                    North         East    Units  Estimated Accuracy
 LX0636;SPC CT       -   254,050.      268,180.      MT  (+/- 180 meters Scaled)
 LX0636
 LX0636                          SUPERSEDED SURVEY CONTROL
 LX0636
 LX0636.No superseded survey control is available for this station.
 LX0636
 LX0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM504233(NAD 83)
 LX0636_MARKER: DD = SURVEY DISK
 LX0636_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0636+WITH SETTING: PAVEMENT
 LX0636_STAMPING: 19
 LX0636_MARK LOGO: CU    
 LX0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0636+STABILITY: SURFACE MOTION
 LX0636
 LX0636  HISTORY     - Date     Condition        Report By
 LX0636  HISTORY     - UNK      MONUMENTED       CU
 LX0636  HISTORY     - 1925     GOOD             NGS
 LX0636  HISTORY     - 1934     GOOD             LOCSUR
 LX0636  HISTORY     - 1985     GOOD             NGS
 LX0636
 LX0636                          STATION DESCRIPTION
 LX0636
 LX0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 LX0636'AT LITCHFIELD.
 LX0636'AT LITCHFIELD, LITCHFIELD COUNTY, AT THE LITCHFIELD BANK ON
 LX0636'NORTH STREET AT THE SOUTH END OF THE PORTICO, BETWEEN THE SOUTH
 LX0636'COLUMN AND THE FRONT WALL OF THE BUILDING, IN THE GRANITE FLOOR
 LX0636'OF THE PORCH.  A CAMP COLUMBIA STANDARD DISK, STAMPED 19.
 LX0636
 LX0636                          STATION RECOVERY (1934)
 LX0636
 LX0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0636'RECOVERED IN GOOD CONDITION.
 LX0636
 LX0636                          STATION RECOVERY (1985)
 LX0636
 LX0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0636'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN LITCHFIELD,
 LX0636'AT THE FIRST NATIONAL BANK OF LITCHFIELD ON NORTH STREET, IN THE
 LX0636'GRANITE FLOOR OF THE PORTICO, BETWEEN THE SOUTH COLUMN AND THE FRONT
 LX0636'WALL OF THE BUILDING.
 LX0636'THE MARK IS ABOVE LEVEL WITH FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2011 ***********************************************************************
 LX2011  DESIGNATION -  190 W
 LX2011  PID         -  LX2011
 LX2011  STATE/COUNTY-  CT/LITCHFIELD
 LX2011  USGS QUAD   -  WINSTED (1984)
 LX2011
 LX2011                         *CURRENT SURVEY CONTROL
 LX2011  ___________________________________________________________________
 LX2011* NAD 83(1986)-  41 54 39.     (N)    073 00 15.     (W)     SCALED    
 LX2011* NAVD 88     -       172.991  (meters)     567.55   (feet)  ADJUSTED  
 LX2011  ___________________________________________________________________
 LX2011  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX2011  DYNAMIC HT  -         172.938 (meters)     567.38  (feet)  COMP
 LX2011  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 LX2011
 LX2011  VERT ORDER  -  FIRST     CLASS II
 LX2011
 LX2011.The horizontal coordinates were scaled from a topographic map and have
 LX2011.an estimated accuracy of +/- 6 seconds.
 LX2011
 LX2011.The orthometric height was determined by differential leveling
 LX2011.and adjusted by the National Geodetic Survey in June 1991..
 LX2011
 LX2011.The geoid height was determined by GEOID03.
 LX2011
 LX2011.The dynamic height is computed by dividing the NAVD 88
 LX2011.geopotential number by the normal gravity value computed on the
 LX2011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2011.degrees latitude (g = 980.6199 gals.).
 LX2011
 LX2011.The modeled gravity was interpolated from observed gravity values.
 LX2011
 LX2011;                    North         East    Units  Estimated Accuracy
 LX2011;SPC CT       -   272,100.      283,710.      MT  (+/- 180 meters Scaled)
 LX2011
 LX2011                          SUPERSEDED SURVEY CONTROL
 LX2011
 LX2011.No superseded survey control is available for this station.
 LX2011
 LX2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM655418(NAD 83)
 LX2011_MARKER: DB = BENCH MARK DISK
 LX2011_SETTING: 80 = SET IN A BOULDER
 LX2011_SP_SET: BOULDER
 LX2011_STAMPING: 190 W 1923 596
 LX2011_MARK LOGO: USGS  
 LX2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2011+STABILITY: SURFACE MOTION
 LX2011
 LX2011  HISTORY     - Date     Condition        Report By
 LX2011  HISTORY     - 1923     MONUMENTED       USGS
 LX2011  HISTORY     - 1984     GOOD             NGS
 LX2011  HISTORY     - 1985     GOOD             NGS
 LX2011
 LX2011                          STATION DESCRIPTION
 LX2011
 LX2011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2011'1.7 KM (1.1 MI) SW FROM PLEASANT VALLEY.
 LX2011'1.2 KM (0.75 MI) SOUTHWEST ALONG STATE HIGHWAY 318 FROM THE SOUTHWEST
 LX2011'END OF THE HIGHWAY BRIDGE OVER THE FARMINGTON RIVER IN PLEASANT VALLEY
 LX2011', (0.3 MI) NORTHWEST ALONG STATE HIGHWAY 44, THENCE 0.1 KM (0.05 MI)
 LX2011'NORTHEAST ALONG AN OLD ABANDON ROAD BED TO THE MARK ON THE RIGHT, IN
 LX2011'TOP OF THE NORTHEAST END OF A MASSIVE BOULDER 2.7 METERS (9.0 FT) LONG
 LX2011'AND PROJECTING 1.5 METERS (5.0 FT) HIGH ABOVE THE GROUND, ALSO 6.1 KM
 LX2011'(3.8 MI) EAST-SOUTHEAST ALONG HIGHWAY 44 FROM THE POST OFFICE IN
 LX2011'WINSTED, 7.01 METERS (23.0 FT) SOUTHEAST OF THE CENTER OF THE ABANDON
 LX2011'ROAD BED, 2.43 METERS (8.0 FT) SOUTHEAST OF A 20 CM (8 INCH) TRIANGLE
 LX2011'BLAZED PINE TREE.
 LX2011'THE MARK IS 1.5 M ABOVE GROUND.
 LX2011
 LX2011                          STATION RECOVERY (1985)
 LX2011
 LX2011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0549 ***********************************************************************
 LX0549  DESIGNATION -  191 W
 LX0549  PID         -  LX0549
 LX0549  STATE/COUNTY-  CT/LITCHFIELD
 LX0549  USGS QUAD   -  NEW HARTFORD (1984)
 LX0549
 LX0549                         *CURRENT SURVEY CONTROL
 LX0549  ___________________________________________________________________
 LX0549* NAD 83(1986)-  41 52 38.     (N)    072 58 38.     (W)     SCALED    
 LX0549* NAVD 88     -       122.952  (meters)     403.38   (feet)  ADJUSTED  
 LX0549  ___________________________________________________________________
 LX0549  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX0549  DYNAMIC HT  -         122.914 (meters)     403.26  (feet)  COMP
 LX0549  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX0549
 LX0549  VERT ORDER  -  SECOND    CLASS 0
 LX0549
 LX0549.The horizontal coordinates were scaled from a topographic map and have
 LX0549.an estimated accuracy of +/- 6 seconds.
 LX0549
 LX0549.The orthometric height was determined by differential leveling
 LX0549.and adjusted by the National Geodetic Survey in June 1991..
 LX0549
 LX0549.The geoid height was determined by GEOID03.
 LX0549
 LX0549.The dynamic height is computed by dividing the NAVD 88
 LX0549.geopotential number by the normal gravity value computed on the
 LX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0549.degrees latitude (g = 980.6199 gals.).
 LX0549
 LX0549.The modeled gravity was interpolated from observed gravity values.
 LX0549
 LX0549;                    North         East    Units  Estimated Accuracy
 LX0549;SPC CT       -   268,360.      285,940.      MT  (+/- 180 meters Scaled)
 LX0549
 LX0549                          SUPERSEDED SURVEY CONTROL
 LX0549
 LX0549  NGVD 29 (??/??/92)  123.186  (m)          404.15   (f) ADJ UNCH    2 0
 LX0549
 LX0549.Superseded values are not recommended for survey control.
 LX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0549.See file dsdata.txt to determine how the superseded data were derived.
 LX0549
 LX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM678381(NAD 83)
 LX0549_MARKER: DD = SURVEY DISK
 LX0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0549_SP_SET: ABUTMENT
 LX0549_STAMPING: 191 W 1923 404
 LX0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0549
 LX0549  HISTORY     - Date     Condition        Report By
 LX0549  HISTORY     - 1923     MONUMENTED       USGS
 LX0549  HISTORY     - 1967     GOOD             NGS
 LX0549
 LX0549                          STATION DESCRIPTION
 LX0549
 LX0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0549'0.3 MI SE FROM NEW HARTFORD.
 LX0549'0.3 MILE SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED NEW
 LX0549'YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT
 LX0549'NEW HARTFORD, LITCHFIELD COUNTY, AT A 200-FOOT STEEL BRIDGE
 LX0549'OVER HIGH STREET AND SOUTH MOUNTAIN BROOK, IN THE NORTHEAST
 LX0549'SIDE OF THE SOUTHEAST ABUTMENT, AND ABOUT 5 FEET LOWER THAN THE
 LX0549'OLD ROADBED.  A STANDARD DISK, STAMPED 191 W 1923 404.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3533 ***********************************************************************
 LW3533  DESIGNATION -  192
 LW3533  PID         -  LW3533
 LW3533  STATE/COUNTY-  CT/WINDHAM
 LW3533  USGS QUAD   -  ONECO (1970)
 LW3533
 LW3533                         *CURRENT SURVEY CONTROL
 LW3533  ___________________________________________________________________
 LW3533* NAD 83(1996)-  41 41 53.37161(N)    071 47 20.49729(W)     ADJUSTED  
 LW3533* NAVD 88     -       118.27   (+/-2cm)     388.0    (feet)  VERTCON   
 LW3533  ___________________________________________________________________
 LW3533  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LW3533  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW3533
 LW3533  HORZ ORDER  -  SECOND
 LW3533  VERT ORDER  -  THIRD ? (See Below)
 LW3533
 LW3533.The horizontal coordinates were established by classical geodetic methods
 LW3533.and adjusted by the National Geodetic Survey in August 1998..
 LW3533
 LW3533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3533.The vertical order pertains to the NGVD 29 superseded value.
 LW3533
 LW3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3533
 LW3533.The geoid height was determined by GEOID03.
 LW3533
 LW3533;                    North         East     Units Scale Factor Converg.
 LW3533;SPC CT       -   248,892.113   384,790.431   MT  0.99998725   +0 38 13.9
 LW3533;SPC CT       -   816,573.54  1,262,433.27   sFT  0.99998725   +0 38 13.9
 LW3533;SPC RI       -    68,323.357    75,941.198   MT  1.00000087   -0 11 32.1
 LW3533;SPC RI       -   224,157.55    249,150.41   sFT  1.00000087   -0 11 32.1
 LW3533;UTM  19      - 4,620,023.057   267,920.362   MT  1.00026285   -1 51 22.0
 LW3533
 LW3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3533!SPC CT       -   0.99998617  x   0.99998725  =   0.99997342
 LW3533!SPC RI       -   0.99998617  x   1.00000087  =   0.99998704
 LW3533!UTM  19      -   0.99998617  x   1.00026285  =   1.00024901
 LW3533
 LW3533                          SUPERSEDED SURVEY CONTROL
 LW3533
 LW3533  NAD 83(1996)-  41 41 53.37056(N)    071 47 20.49714(W) AD(       ) 2
 LW3533  NAD 83(1992)-  41 41 53.37058(N)    071 47 20.49660(W) AD(       ) 2
 LW3533  NAD 83(1992)-  41 41 53.37046(N)    071 47 20.49703(W) AD(       ) 2
 LW3533  NAD 83(1986)-  41 41 53.37049(N)    071 47 20.49663(W) AD(       ) 2
 LW3533  NAD 27      -  41 41 53.00978(N)    071 47 22.23945(W) AD(       ) 2
 LW3533  NGVD 29 (07/19/86)  118.51   (m)          388.8    (f) LEVELING    3  
 LW3533
 LW3533.Superseded values are not recommended for survey control.
 LW3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3533.See file dsdata.txt to determine how the superseded data were derived.
 LW3533
 LW3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6792020023(NAD 83)
 LW3533
 LW3533  HISTORY     - Date     Condition        Report By
 LW3533  HISTORY     - 1937     MONUMENTED       CTGS
 LW3533  HISTORY     - 19961117 GOOD             USPSQD
 LW3533
 LW3533                          STATION DESCRIPTION
 LW3533
 LW3533'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3533'STATION IS 1.85 MILES SW OF RICE CITY (JUNCTION ROUTES 14 AND 117),
 LW3533'AT JUNCTION OF ROUTES 14 AND 211 AT STATE LINE, 25 FEET S OF
 LW3533'ROUTE 211, 8 FEET S OF STATE LINE MONUMENT, 3 FEET S OF STATE
 LW3533'LINE SIGN-POST, IN CONCRETE POST.  THE MARK IS RI STATE BOARD
 LW3533'OF PUBLIC ROADS DISK STAMPED 192 AND PAINTED 388.8.  ELEVATION
 LW3533'388.793 FEET.
 LW3533
 LW3533                          STATION RECOVERY (1996)
 LW3533
 LW3533'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2692 ***********************************************************************
 LX2692  DESIGNATION -  192 W
 LX2692  PID         -  LX2692
 LX2692  STATE/COUNTY-  CT/HARTFORD
 LX2692  USGS QUAD   -  COLLINSVILLE (1984)
 LX2692
 LX2692                         *CURRENT SURVEY CONTROL
 LX2692  ___________________________________________________________________
 LX2692* NAD 83(1986)-  41 50 34.     (N)    072 56 18.     (W)     SCALED    
 LX2692* NAVD 88     -        99.419  (meters)     326.18   (feet)  ADJUSTED  
 LX2692  ___________________________________________________________________
 LX2692  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 LX2692  DYNAMIC HT  -          99.390 (meters)     326.08  (feet)  COMP
 LX2692  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 LX2692
 LX2692  VERT ORDER  -  FIRST     CLASS II
 LX2692
 LX2692.The horizontal coordinates were scaled from a topographic map and have
 LX2692.an estimated accuracy of +/- 6 seconds.
 LX2692
 LX2692.The orthometric height was determined by differential leveling
 LX2692.and adjusted by the National Geodetic Survey in June 1991..
 LX2692
 LX2692.The geoid height was determined by GEOID03.
 LX2692
 LX2692.The dynamic height is computed by dividing the NAVD 88
 LX2692.geopotential number by the normal gravity value computed on the
 LX2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2692.degrees latitude (g = 980.6199 gals.).
 LX2692
 LX2692.The modeled gravity was interpolated from observed gravity values.
 LX2692
 LX2692;                    North         East    Units  Estimated Accuracy
 LX2692;SPC CT       -   264,530.      289,160.      MT  (+/- 180 meters Scaled)
 LX2692
 LX2692                          SUPERSEDED SURVEY CONTROL
 LX2692
 LX2692.No superseded survey control is available for this station.
 LX2692
 LX2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM711343(NAD 83)
 LX2692_MARKER: DD = SURVEY DISK
 LX2692_SETTING: 80 = SET IN A BOULDER
 LX2692_SP_SET: BOULDER
 LX2692_STAMPING: 192 W 1923 327
 LX2692_MARK LOGO: USGS  
 LX2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2692+STABILITY: SURFACE MOTION
 LX2692
 LX2692  HISTORY     - Date     Condition        Report By
 LX2692  HISTORY     - 1923     MONUMENTED       USGS
 LX2692  HISTORY     - 1985     GOOD             NGS
 LX2692
 LX2692                          STATION DESCRIPTION
 LX2692
 LX2692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2692'4.6 KM (2.85 MI) SE FROM PINE MEADOW.
 LX2692'4.6 KM (2.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2692'IN PINE MEADOW, THENCE 0.08 KM (0.05 MI) NORTHWEST ALONG SWIMMING POOL
 LX2692'ROAD TO THE MARK ON THE RIGHT, ON THE NORTHEAST SIDE OF THE PAVED
 LX2692'ENTRANCE DRIVE LEADING TO A TWO-STORY FRAME HOUSE, IN TOP OF A 3 BY
 LX2692'4-FOOT BOULDER, ALSO 5.0 KM (3.1 MI) NORTHWEST ALONG U.S. HIGHWAY 44
 LX2692'FROM THE JUNCTION OF STATE HIGHWAY 177 IN CANTON, 13.56 METERS (44.5
 LX2692'FT) EAST OF THE CENTER OF SWIMMING POOL ROAD, 5.02 METERS (16.5 FT)
 LX2692'NORTHEAST OF THE ENTRANCE DRIVE TO THE HOUSE, 6.70 METERS (22.0 FT)
 LX2692'EAST OF A 20-INCH ASH TREE.
 LX2692'THE MARK IS 1.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3029 ***********************************************************************
 LX3029  DESIGNATION -  1922
 LX3029  PID         -  LX3029
 LX3029  STATE/COUNTY-  CT/TOLLAND
 LX3029  USGS QUAD   -  COVENTRY (1983)
 LX3029
 LX3029                         *CURRENT SURVEY CONTROL
 LX3029  ___________________________________________________________________
 LX3029* NAD 83(1986)-  41 49 19.     (N)    072 15 35.     (W)     SCALED    
 LX3029* NAVD 88     -       201.277  (meters)     660.36   (feet)  ADJUSTED  
 LX3029  ___________________________________________________________________
 LX3029  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3029  DYNAMIC HT  -         201.209 (meters)     660.13  (feet)  COMP
 LX3029  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LX3029
 LX3029  VERT ORDER  -  FIRST     CLASS II
 LX3029
 LX3029.The horizontal coordinates were scaled from a topographic map and have
 LX3029.an estimated accuracy of +/- 6 seconds.
 LX3029
 LX3029.The orthometric height was determined by differential leveling
 LX3029.and adjusted by the National Geodetic Survey in June 1991..
 LX3029
 LX3029.The geoid height was determined by GEOID03.
 LX3029
 LX3029.The dynamic height is computed by dividing the NAVD 88
 LX3029.geopotential number by the normal gravity value computed on the
 LX3029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3029.degrees latitude (g = 980.6199 gals.).
 LX3029
 LX3029.The modeled gravity was interpolated from observed gravity values.
 LX3029
 LX3029;                    North         East    Units  Estimated Accuracy
 LX3029;SPC CT       -   262,310.      345,530.      MT  (+/- 180 meters Scaled)
 LX3029
 LX3029                          SUPERSEDED SURVEY CONTROL
 LX3029
 LX3029.No superseded survey control is available for this station.
 LX3029
 LX3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM275336(NAD 83)
 LX3029_MARKER: DD = SURVEY DISK
 LX3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3029_SP_SET: CONCRETE POST
 LX3029_STAMPING: 1922
 LX3029_MARK LOGO: CTGS  
 LX3029_PROJECTION: RECESSED 60 CENTIMETERS
 LX3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3029+STABILITY: SURFACE MOTION
 LX3029
 LX3029  HISTORY     - Date     Condition        Report By
 LX3029  HISTORY     - UNK      MONUMENTED       CTGS
 LX3029  HISTORY     - 1986     GOOD             NGS
 LX3029
 LX3029                          STATION DESCRIPTION
 LX3029
 LX3029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3029'0.8 KM (0.5 MI) SE FROM MANSFIELD.
 LX3029'0.8 KM (0.5 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION OF
 LX3029'U.S. HIGHWAY 44 IN MANSFIELD TO THE MARK ON THE LEFT, 6.55 METERS
 LX3029'(21.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.96 METERS
 LX3029'(62.2 FT) NORTH OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 30,
 LX3029'17.40 METERS (57.1 FT) NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 LX3029'EAST CORNER OF HOUSE NO. 1551.
 LX3029'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3038 ***********************************************************************
 LX3038  DESIGNATION -  1926
 LX3038  PID         -  LX3038
 LX3038  STATE/COUNTY-  CT/TOLLAND
 LX3038  USGS QUAD   -  SPRING HILL (1983)
 LX3038
 LX3038                         *CURRENT SURVEY CONTROL
 LX3038  ___________________________________________________________________
 LX3038* NAD 83(1986)-  41 45 58.     (N)    072 11 56.     (W)     SCALED    
 LX3038* NAVD 88     -        82.281  (meters)     269.95   (feet)  ADJUSTED  
 LX3038  ___________________________________________________________________
 LX3038  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX3038  DYNAMIC HT  -          82.253 (meters)     269.86  (feet)  COMP
 LX3038  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 LX3038
 LX3038  VERT ORDER  -  FIRST     CLASS II
 LX3038
 LX3038.The horizontal coordinates were scaled from a topographic map and have
 LX3038.an estimated accuracy of +/- 6 seconds.
 LX3038
 LX3038.The orthometric height was determined by differential leveling
 LX3038.and adjusted by the National Geodetic Survey in June 1991..
 LX3038
 LX3038.The geoid height was determined by GEOID03.
 LX3038
 LX3038.The dynamic height is computed by dividing the NAVD 88
 LX3038.geopotential number by the normal gravity value computed on the
 LX3038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3038.degrees latitude (g = 980.6199 gals.).
 LX3038
 LX3038.The modeled gravity was interpolated from observed gravity values.
 LX3038
 LX3038;                    North         East    Units  Estimated Accuracy
 LX3038;SPC CT       -   256,140.      350,630.      MT  (+/- 180 meters Scaled)
 LX3038
 LX3038                          SUPERSEDED SURVEY CONTROL
 LX3038
 LX3038.No superseded survey control is available for this station.
 LX3038
 LX3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM328276(NAD 83)
 LX3038_MARKER: DD = SURVEY DISK
 LX3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3038_SP_SET: CONCRETE POST
 LX3038_STAMPING: 1926
 LX3038_MARK LOGO: CTGS  
 LX3038_PROJECTION: FLUSH
 LX3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3038+STABILITY: SURFACE MOTION
 LX3038
 LX3038  HISTORY     - Date     Condition        Report By
 LX3038  HISTORY     - UNK      MONUMENTED       CTGS
 LX3038  HISTORY     - 1986     GOOD             NGS
 LX3038
 LX3038                          STATION DESCRIPTION
 LX3038
 LX3038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3038'0.3 KM (0.2 MI) NW FROM MANSFIELD CENTER.
 LX3038'0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 195 FROM THE POST OFFICE
 LX3038'IN MANSFIELD CENTER TO THE MARK ON THE LEFT, 4.88 METERS (16.0 FT)
 LX3038'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.86 METERS (75.0 FT)
 LX3038'NORTHWEST OF THE NORTHWEST END OF THE BOTTOM STEP LEADING TO AN OLD
 LX3038'LIBRARY BUILDING, 1.04 METERS (3.4 FT) NORTHEAST OF UTILITY POLE NO.
 LX3038'115.
 LX3038'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3039 ***********************************************************************
 LX3039  DESIGNATION -  1927
 LX3039  PID         -  LX3039
 LX3039  STATE/COUNTY-  CT/TOLLAND
 LX3039  USGS QUAD   -  SPRING HILL (1983)
 LX3039
 LX3039                         *CURRENT SURVEY CONTROL
 LX3039  ___________________________________________________________________
 LX3039* NAD 83(1986)-  41 45 43.     (N)    072 11 46.     (W)     SCALED    
 LX3039* NAVD 88     -        81.062  (meters)     265.95   (feet)  ADJUSTED  
 LX3039  ___________________________________________________________________
 LX3039  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX3039  DYNAMIC HT  -          81.034 (meters)     265.86  (feet)  COMP
 LX3039  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LX3039
 LX3039  VERT ORDER  -  FIRST     CLASS II
 LX3039
 LX3039.The horizontal coordinates were scaled from a topographic map and have
 LX3039.an estimated accuracy of +/- 6 seconds.
 LX3039
 LX3039.The orthometric height was determined by differential leveling
 LX3039.and adjusted by the National Geodetic Survey in June 1991..
 LX3039
 LX3039.The geoid height was determined by GEOID03.
 LX3039
 LX3039.The dynamic height is computed by dividing the NAVD 88
 LX3039.geopotential number by the normal gravity value computed on the
 LX3039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3039.degrees latitude (g = 980.6199 gals.).
 LX3039
 LX3039.The modeled gravity was interpolated from observed gravity values.
 LX3039
 LX3039;                    North         East    Units  Estimated Accuracy
 LX3039;SPC CT       -   255,680.      350,860.      MT  (+/- 180 meters Scaled)
 LX3039
 LX3039                          SUPERSEDED SURVEY CONTROL
 LX3039
 LX3039.No superseded survey control is available for this station.
 LX3039
 LX3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM330271(NAD 83)
 LX3039_MARKER: DD = SURVEY DISK
 LX3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3039_SP_SET: CONCRETE POST
 LX3039_STAMPING: 1927
 LX3039_MARK LOGO: CTGS  
 LX3039_PROJECTION: FLUSH
 LX3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3039+STABILITY: SURFACE MOTION
 LX3039
 LX3039  HISTORY     - Date     Condition        Report By
 LX3039  HISTORY     - UNK      MONUMENTED       CTGS
 LX3039  HISTORY     - 1986     GOOD             NGS
 LX3039
 LX3039                          STATION DESCRIPTION
 LX3039
 LX3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3039'0.2 KM (0.15 MI) SE FROM MANSFIELD CENTER.
 LX3039'0.2 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE POST
 LX3039'OFFICE IN MANSFIELD CENTER TO THE MARK ON THE LEFT IN FRONT OF THE OLD
 LX3039'MANSFIELD CEMETERY, 8.38 METERS (27.5 FT) EAST OF THE CENTERLINE OF
 LX3039'THE HIGHWAY, 4.15 METERS (13.6 FT) WEST OF THE CENTER OF THE NORTH
 LX3039'ENTRANCE TO THE CEMETERY, 2.23 METERS (7.3 FT) WEST OF A 36-INCH OAK
 LX3039'TREE BEARING A SIGN FOR THE OLD CEMETERY.
 LX3039'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0399 ***********************************************************************
 LX0399  DESIGNATION -  193 T OF NH
 LX0399  PID         -  LX0399
 LX0399  STATE/COUNTY-  CT/NEW HAVEN
 LX0399  USGS QUAD   -  NEW HAVEN (1984)
 LX0399
 LX0399                         *CURRENT SURVEY CONTROL
 LX0399  ___________________________________________________________________
 LX0399* NAD 83(1986)-  41 16 22.     (N)    072 53 48.     (W)     SCALED    
 LX0399* NAVD 88     -        20.152  (meters)      66.12   (feet)  ADJUSTED  
 LX0399  ___________________________________________________________________
 LX0399  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX0399  DYNAMIC HT  -          20.146 (meters)      66.10  (feet)  COMP
 LX0399  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 LX0399
 LX0399  VERT ORDER  -  FIRST     CLASS I
 LX0399
 LX0399.The horizontal coordinates were scaled from a topographic map and have
 LX0399.an estimated accuracy of +/- 6 seconds.
 LX0399
 LX0399.The orthometric height was determined by differential leveling
 LX0399.and adjusted by the National Geodetic Survey in June 1991..
 LX0399
 LX0399.The geoid height was determined by GEOID03.
 LX0399
 LX0399.The dynamic height is computed by dividing the NAVD 88
 LX0399.geopotential number by the normal gravity value computed on the
 LX0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0399.degrees latitude (g = 980.6199 gals.).
 LX0399
 LX0399.The modeled gravity was interpolated from observed gravity values.
 LX0399
 LX0399;                    North         East    Units  Estimated Accuracy
 LX0399;SPC CT       -   201,210.      292,510.      MT  (+/- 180 meters Scaled)
 LX0399
 LX0399                          SUPERSEDED SURVEY CONTROL
 LX0399
 LX0399  NGVD 29 (??/??/92)   20.47   (m)           67.2    (f) COMPUTED    1 1
 LX0399
 LX0399.Superseded values are not recommended for survey control.
 LX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0399.See file dsdata.txt to determine how the superseded data were derived.
 LX0399
 LX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL761711(NAD 83)
 LX0399_MARKER: DD = SURVEY DISK
 LX0399_SETTING: 0 = UNSPECIFIED SETTING
 LX0399_STAMPING: NEW HAVEN 193
 LX0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0399
 LX0399  HISTORY     - Date     Condition        Report By
 LX0399  HISTORY     - UNK      MONUMENTED       CT0430
 LX0399  HISTORY     - 1965     GOOD             NGS
 LX0399  HISTORY     - 1972     GOOD             NGS
 LX0399  HISTORY     - 1977     GOOD             NGS
 LX0399  HISTORY     - 19910414 POOR             USPSQD
 LX0399
 LX0399                          STATION DESCRIPTION
 LX0399
 LX0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0399'AT NEW HAVEN.
 LX0399'AT NEW HAVEN, ALONG TOWNSEND AVENUE, ABOUT 1.1 MILES SOUTH OF
 LX0399'THE INTERSECTION OF U.S. HIGHWAY 1 AND THE AVENUE, ABOUT 70
 LX0399'YARDS NORTH OF THE INTERSECTION OF FORT HALE ROAD AND TOWNSEND
 LX0399'AVENUE, 177 FEET SOUTH OF THE JUNCTION OF TOWNSEND AVENUE AND HALL
 LX0399'STREET, 22 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY LEADING
 LX0399'WEST OF A RESIDENCE AT 582 TOWNSEND AVENUE, 10.9 FEET WEST OF THE
 LX0399'WEST CURB OF TOWNSEND AVENUE, 0.9 FOOT EAST OF THE EAST EDGE
 LX0399'OF A SIDEWALK AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LX0399
 LX0399                          STATION RECOVERY (1972)
 LX0399
 LX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LX0399'RECOVERED IN GOOD CONDITION.
 LX0399
 LX0399                          STATION RECOVERY (1977)
 LX0399
 LX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LX0399'RECOVERED IN GOOD CONDITION.
 LX0399
 LX0399                          STATION RECOVERY (1991)
 LX0399
 LX0399'RECOVERY NOTE BY US POWER SQUADRON 1991 (NAM)
 LX0399'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2087 ***********************************************************************
 LX2087  DESIGNATION -  1931
 LX2087  PID         -  LX2087
 LX2087  STATE/COUNTY-  CT/TOLLAND
 LX2087  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2087
 LX2087                         *CURRENT SURVEY CONTROL
 LX2087  ___________________________________________________________________
 LX2087* NAD 83(1996)-  41 57 06.     (N)    072 16 10.     (W)     SCALED    
 LX2087* NAVD 88     -       273.068  (meters)     895.89   (feet)  ADJUSTED  
 LX2087  ___________________________________________________________________
 LX2087  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2087  DYNAMIC HT  -         272.981 (meters)     895.61  (feet)  COMP
 LX2087  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LX2087
 LX2087  VERT ORDER  -  FIRST     CLASS II
 LX2087
 LX2087.The horizontal coordinates were scaled from a topographic map and have
 LX2087.an estimated accuracy of +/- 6 seconds.
 LX2087
 LX2087.The orthometric height was determined by differential leveling
 LX2087.and adjusted by the National Geodetic Survey in June 1991..
 LX2087
 LX2087.The geoid height was determined by GEOID03.
 LX2087
 LX2087.The dynamic height is computed by dividing the NAVD 88
 LX2087.geopotential number by the normal gravity value computed on the
 LX2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2087.degrees latitude (g = 980.6199 gals.).
 LX2087
 LX2087.The modeled gravity was interpolated from observed gravity values.
 LX2087
 LX2087;                    North         East    Units  Estimated Accuracy
 LX2087;SPC CT       -   276,720.      344,650.      MT  (+/- 180 meters Scaled)
 LX2087
 LX2087                          SUPERSEDED SURVEY CONTROL
 LX2087
 LX2087  NGVD 29 (07/19/86)  273.30   (m)          896.7    (f) LEVELING    3  
 LX2087
 LX2087.Superseded values are not recommended for survey control.
 LX2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2087.See file dsdata.txt to determine how the superseded data were derived.
 LX2087
 LX2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM263480(NAD 83)
 LX2087_MARKER: DD = SURVEY DISK
 LX2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2087_SP_SET: CONCRETE POST
 LX2087_STAMPING: 1931
 LX2087_MARK LOGO: CTGS  
 LX2087_PROJECTION: FLUSH
 LX2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2087+STABILITY: SURFACE MOTION
 LX2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2087+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 LX2087
 LX2087  HISTORY     - Date     Condition        Report By
 LX2087  HISTORY     - 1937     MONUMENTED       CTGS
 LX2087  HISTORY     - 1977     GOOD             NGS
 LX2087  HISTORY     - 1979     GOOD             NGS
 LX2087  HISTORY     - 1984     GOOD             NGS
 LX2087  HISTORY     - 20050517 GOOD             GEOCAC
 LX2087
 LX2087                          STATION DESCRIPTION
 LX2087
 LX2087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX2087'STATION IS ABOUT 1-1/2 MILES EAST OF STAFFORD SPRINGS, JUST
 LX2087'WEST OF THE JUNCTION OF STATE HIGHWAY 190 AND ROCKWELL ROAD
 LX2087'AND ON THE SOUTH RIGHT-OF-WAY OF HIGHWAY 190.
 LX2087'
 LX2087'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD SPRINGS,
 LX2087'GO EASTERLY ON STATE HIGHWAY190 FOR 1.85 MILES TO THE STATION
 LX2087'ON THE RIGHT AND JUST BEFORE REACHING ROCKWELL ROAD
 LX2087'ON THE RIGHT.
 LX2087'
 LX2087'STATION MARK, STAMPED---1931 ---, IS A U.S. COAST AND GEODETIC
 LX2087'SURVEY AND STATE SURVEY BENCH MARK DISK SET IN A 6 BY 6-INCH
 LX2087'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 34.5 FEET
 LX2087'SOUTH OF CENTER LINE OF STATE HIGHWAY 190, 33.5 FEET EAST OF
 LX2087'POWER POLE NUMBER 145T AND 18.5 FEET NORTHWEST OF NORTHWEST
 LX2087'CORNER OF MR. ELLSWORTH RYDERS HOUSE.
 LX2087'
 LX2087'REFERENCE MARK 1 IS A DRILL HOLE IN A ROCK THAT PROJECTS 3 FEET
 LX2087'ABOVE THE GROUND SURFACE ON THE SOUTH SIDE AND FLUSH ON THE
 LX2087'NORTH SIDE.  IT IS 40.5 FEET SOUTHWEST OF POWER POLE, 29 FEET
 LX2087'NORTH OF THE CENTER LINE OF STATE HIGHWAY 190 AND 18.5 FEET
 LX2087'EAST OF A TWIN TRUNKED TREE.
 LX2087'
 LX2087'REFERENCE MARK 3 IS A DRILL HOLE IN A BOULDER THAT PROJECTS
 LX2087'ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS 46 FEET SOUTH
 LX2087'OF THE CENTER LINE OF STATE HIGHWAY 190, 34.6 FEET SOUTHWEST
 LX2087'OF POWER POLE NUMBER 145T AND 5 FEET NORTHEAST OF NORTHEAST
 LX2087'CORNER OF A SHED.
 LX2087'
 LX2087'TRIANGULATION STATION STAFFORD MAY BE USED AS AN AZIMUTH MARK.
 LX2087'
 LX2087'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.30 METERS.
 LX2087'
 LX2087'DESCRIBED BY J.C. HAMILTON.
 LX2087
 LX2087                          STATION RECOVERY (1979)
 LX2087
 LX2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX2087'THE STATION IS LOCATED 2-1/2 MILES SOUTH-SOUTHEAST OF STAFFORD,
 LX2087'1-1/2 MILES EAST-SOUTHEAST OF STAFFORD SPRINGS AND ON HIGHWAY
 LX2087'RIGHT-OF-WAY.
 LX2087'
 LX2087'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD SPRINGS, GO
 LX2087'EAST-NORTHEAST ON STATE HIGHWAY 190 FOR 1.85 MILES TO THE MARK ON
 LX2087'THE RIGHT AS DESCRIBED.
 LX2087'
 LX2087'THE STATION IS A STANDARD USCGS AND STATE CTGS DISK,
 LX2087'STAMPED---1931---.
 LX2087'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2087'FLUSH WITH GROUND.  IT IS LOCATED
 LX2087'34.5 FEET SOUTH FROM THE CENTER OF STATE HIGHWAY 190,
 LX2087'33.5 FEET EAST FROM A POWER POLE NUMBER 1457 AND
 LX2087'18.5 FEET NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE.
 LX2087'
 LX2087'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WERE NO
 LX2087'REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 LX2087'
 LX2087'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX2087'
 LX2087'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION STAFFORD
 LX2087'1936, USING ELECTRONIC DISTANCE EQUIPMENT IN 1977.
 LX2087'
 LX2087'DESCRIBED BY L.D. ACRES, TYPED BY R.L. RAMSEY.
 LX2087
 LX2087                          STATION RECOVERY (1984)
 LX2087
 LX2087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX2087'3.1 KM (1.95 MI) EAST FROM STAFFORD SPRINGS.
 LX2087'3.1 KM (1.95 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2087'STAFFORD SPRINGS TO THE MARK ON THE RIGHT, IN THE SOUTHWEST ANGLE OF
 LX2087'THE JUNCTION OF ROCKWELL ROAD, IN THE LAWN OF A LARGE TWO STORY WOOD
 LX2087'FRAMED HOUSE, 10.67 METERS (35.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX2087'HIGHWAY, 10.39 METERS (34.1 FT) EAST OF UTILITY POLE 1457, 6.52 METERS
 LX2087'(21.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE.
 LX2087'THE MARK IS 1.5 M ABOVE HIGHWAY.
 LX2087
 LX2087                          STATION RECOVERY (2005)
 LX2087
 LX2087'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX2087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2101 ***********************************************************************
 LX2101  DESIGNATION -  1934 X
 LX2101  PID         -  LX2101
 LX2101  STATE/COUNTY-  CT/TOLLAND
 LX2101  USGS QUAD   -  WESTFORD (1983)
 LX2101
 LX2101                         *CURRENT SURVEY CONTROL
 LX2101  ___________________________________________________________________
 LX2101* NAD 83(1986)-  41 59 37.     (N)    072 09 18.     (W)     SCALED    
 LX2101* NAVD 88     -       308.177  (meters)    1011.08   (feet)  ADJUSTED  
 LX2101  ___________________________________________________________________
 LX2101  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX2101  DYNAMIC HT  -         308.076 (meters)    1010.75  (feet)  COMP
 LX2101  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX2101
 LX2101  VERT ORDER  -  FIRST     CLASS II
 LX2101
 LX2101.The horizontal coordinates were scaled from a topographic map and have
 LX2101.an estimated accuracy of +/- 6 seconds.
 LX2101
 LX2101.The orthometric height was determined by differential leveling
 LX2101.and adjusted by the National Geodetic Survey in June 1991..
 LX2101
 LX2101.The geoid height was determined by GEOID03.
 LX2101
 LX2101.The dynamic height is computed by dividing the NAVD 88
 LX2101.geopotential number by the normal gravity value computed on the
 LX2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2101.degrees latitude (g = 980.6199 gals.).
 LX2101
 LX2101.The modeled gravity was interpolated from observed gravity values.
 LX2101
 LX2101;                    North         East    Units  Estimated Accuracy
 LX2101;SPC CT       -   281,430.      354,100.      MT  (+/- 180 meters Scaled)
 LX2101
 LX2101                          SUPERSEDED SURVEY CONTROL
 LX2101
 LX2101.No superseded survey control is available for this station.
 LX2101
 LX2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM356529(NAD 83)
 LX2101_MARKER: DD = SURVEY DISK
 LX2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2101_SP_SET: CONCRETE POST
 LX2101_STAMPING: 1934 X
 LX2101_MARK LOGO: CTGS  
 LX2101_PROJECTION: FLUSH
 LX2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2101+STABILITY: SURFACE MOTION
 LX2101
 LX2101  HISTORY     - Date     Condition        Report By
 LX2101  HISTORY     - 1965     MONUMENTED       CTGS
 LX2101  HISTORY     - 1984     GOOD             NGS
 LX2101
 LX2101                          STATION DESCRIPTION
 LX2101
 LX2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2101'0.5 KM (0.3 MI) NORTH FROM UNION.
 LX2101'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2101'CHURCH OF UNION IN UNION TO THE JUNCTION OF STATE HIGHWAY 171 AND THE
 LX2101'MARK ON THE RIGHT, 10.06 METERS (33.0 FT) EAST OF THE CENTERLINE OF
 LX2101'HIGHWAY 190, 15.24 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 LX2101'171, 2.63 METERS (8.3 FT) SOUTHEAST OF UTILITY POLE 198.
 LX2101'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 LX2101'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6050 ***********************************************************************
 LX6050  DESIGNATION -  194
 LX6050  PID         -  LX6050
 LX6050  STATE/COUNTY-  CT/MIDDLESEX
 LX6050  USGS QUAD   -  DEEP RIVER (1971)
 LX6050
 LX6050                         *CURRENT SURVEY CONTROL
 LX6050  ___________________________________________________________________
 LX6050* NAD 83(1996)-  41 27 27.97544(N)    072 27 52.58463(W)     ADJUSTED  
 LX6050* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6050  ___________________________________________________________________
 LX6050  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6050  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6050
 LX6050  HORZ ORDER  -  THIRD
 LX6050
 LX6050.The horizontal coordinates were established by classical geodetic methods
 LX6050.and adjusted by the National Geodetic Survey in August 1998..
 LX6050
 LX6050.The orthometric height was scaled from a topographic map.
 LX6050
 LX6050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6050
 LX6050.The geoid height was determined by GEOID03.
 LX6050
 LX6050;                    North         East     Units Scale Factor Converg.
 LX6050;SPC CT       -   221,788.429   328,644.894   MT  0.99998401   +0 11 21.2
 LX6050;SPC CT       -   727,650.87  1,078,229.12   sFT  0.99998401   +0 11 21.2
 LX6050;UTM  18      - 4,592,679.026   711,756.997   MT  1.00015187   +1 40 45.2
 LX6050
 LX6050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6050!SPC CT       -   1.00000475  x   0.99998401  =   0.99998876
 LX6050!UTM  18      -   1.00000475  x   1.00015187  =   1.00015662
 LX6050
 LX6050:                Primary Azimuth Mark                     Grid Az
 LX6050:SPC CT       -  BETHEL                                   223 59 20.8
 LX6050:UTM  18      -  BETHEL                                   222 29 56.8
 LX6050
 LX6050|---------------------------------------------------------------------|
 LX6050| PID    Reference Object                     Distance      Geod. Az  |
 LX6050|                                                           dddmmss.s |
 LX6050| LX6081 BETHEL                              APPROX. 0.5 KM 2241042.0 |
 LX6050|---------------------------------------------------------------------|
 LX6050
 LX6050                          SUPERSEDED SURVEY CONTROL
 LX6050
 LX6050  NAD 83(1992)-  41 27 27.97465(N)    072 27 52.58440(W) AD(       ) 3
 LX6050  NAD 83(1986)-  41 27 27.97643(N)    072 27 52.58706(W) AD(       ) 3
 LX6050  NAD 27      -  41 27 27.61700(N)    072 27 54.29200(W) AD(       ) 3
 LX6050
 LX6050.Superseded values are not recommended for survey control.
 LX6050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6050.See file dsdata.txt to determine how the superseded data were derived.
 LX6050
 LX6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1175792679(NAD 83)
 LX6050
 LX6050  HISTORY     - Date     Condition        Report By
 LX6050  HISTORY     - 1934     MONUMENTED       CGS
 LX6050  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6050  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX6050
 LX6050                          STATION DESCRIPTION
 LX6050
 LX6050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6050'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, UNITED
 LX6050'STATE ARMY IN 1909. IT IS ABOUT 0.5 MILE ABOVE THE EAST HADDAM
 LX6050'HIGHWAY BRIDGE.  FOLLOWING THE N PROPERTY LINE OF THE EAST HADDAM
 LX6050'SCHOOL THROUGH TO THE RIVER COMES OUT ABOUT 3 METERS S OF THE
 LX6050'STATION.  THE RIVER BANK IS VERY STEEP AND ROCKY AT THIS POINT,
 LX6050'EVIDENTLY AN OLD QUARRY SITE.  8.5 METERS N 75 DEG E (MAGNETIC)
 LX6050'FROM THE STATION IS A SHARP INDENTATION IN THE ROCK FACE.  THE
 LX6050'APEX OF THIS CUT IS BRIDGED BY THE ROOTS OF A WHITE OAK TREE,
 LX6050'GROWING ABOVE.
 LX6050'
 LX6050'THE STATION IS ON THE FLAT ROCK PROJECTING FURTHEST OUT INTO
 LX6050'THE RIVER, ABOUT 0.5 METER E OF AND 0.5 METER ABOVE ORDINARY
 LX6050'HIGH WATER.  A 1 1/2-INCH DRILL HOLE BEARS N 60 DEG E (MAGNETIC)
 LX6050'AND IS 0.6 METER DISTANT.  NORTHERLY OF THE STATION, THE LEDGE
 LX6050'RISES BY NATURAL STEPS TO THE TOP OF THE BANK.  STATION IS MARKED
 LX6050'BY A COPPER BOLT SET FLUSH WITH THE SURFACE OF THE LEDGE.
 LX6050'UP-END OF BOLT MARKED THUS--U.S. 194.
 LX6050'
 LX6050'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6050'
 LX6050'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6050
 LX6050                          STATION RECOVERY (1948)
 LX6050
 LX6050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6050'THE STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6050
 LX6050                          STATION RECOVERY (1989)
 LX6050
 LX6050'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX6050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2977 ***********************************************************************
 LX2977  DESIGNATION -  1940
 LX2977  PID         -  LX2977
 LX2977  STATE/COUNTY-  CT/WINDHAM
 LX2977  USGS QUAD   -  SPRING HILL (1983)
 LX2977
 LX2977                         *CURRENT SURVEY CONTROL
 LX2977  ___________________________________________________________________
 LX2977* NAD 83(1986)-  41 51 11.     (N)    072 11 13.     (W)     SCALED    
 LX2977* NAVD 88     -       132.099  (meters)     433.39   (feet)  ADJUSTED  
 LX2977  ___________________________________________________________________
 LX2977  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2977  DYNAMIC HT  -         132.054 (meters)     433.25  (feet)  COMP
 LX2977  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LX2977
 LX2977  VERT ORDER  -  FIRST     CLASS II
 LX2977
 LX2977.The horizontal coordinates were scaled from a topographic map and have
 LX2977.an estimated accuracy of +/- 6 seconds.
 LX2977
 LX2977.The orthometric height was determined by differential leveling
 LX2977.and adjusted by the National Geodetic Survey in June 1991..
 LX2977
 LX2977.The geoid height was determined by GEOID03.
 LX2977
 LX2977.The dynamic height is computed by dividing the NAVD 88
 LX2977.geopotential number by the normal gravity value computed on the
 LX2977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2977.degrees latitude (g = 980.6199 gals.).
 LX2977
 LX2977.The modeled gravity was interpolated from observed gravity values.
 LX2977
 LX2977;                    North         East    Units  Estimated Accuracy
 LX2977;SPC CT       -   265,800.      351,560.      MT  (+/- 180 meters Scaled)
 LX2977
 LX2977                          SUPERSEDED SURVEY CONTROL
 LX2977
 LX2977.No superseded survey control is available for this station.
 LX2977
 LX2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM335372(NAD 83)
 LX2977_MARKER: DD = SURVEY DISK
 LX2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2977_SP_SET: CONCRETE POST
 LX2977_STAMPING: 1940
 LX2977_MARK LOGO: CTGS  
 LX2977_PROJECTION: RECESSED 5 CENTIMETERS
 LX2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2977+STABILITY: SURFACE MOTION
 LX2977
 LX2977  HISTORY     - Date     Condition        Report By
 LX2977  HISTORY     - 1937     MONUMENTED       CTGS
 LX2977  HISTORY     - 1986     GOOD             NGS
 LX2977  HISTORY     - 20031001 GOOD             INDIV
 LX2977
 LX2977                          STATION DESCRIPTION
 LX2977
 LX2977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2977'0.9 KM (0.55 MI) SW FROM WEST ASHFORD.
 LX2977'0.9 KM (0.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2977'STATE HIGHWAY 74 IN WEST ASHFORD TO THE MARK ON THE RIGHT.  IT IS 6.10
 LX2977'METERS (20.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.17
 LX2977'METERS (46.5 FT) NORTH AND ACROSS THE HIGHWAY FROM UTILITY POLE NO.
 LX2977'1120 AND 13.78 METERS (45.2 FT) SOUTHWEST OF THE SOUTHWEST END OF THE
 LX2977'HEADWALL OF A CULVERT WITH A NEW DRAIN GRATE UNDER THE HIGHWAY.
 LX2977'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2977
 LX2977                          STATION RECOVERY (2003)
 LX2977
 LX2977'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2977'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1684 ***********************************************************************
 LW1684  DESIGNATION -  1941 CTGS
 LW1684  PID         -  LW1684
 LW1684  STATE/COUNTY-  CT/WINDHAM
 LW1684  USGS QUAD   -  PUTNAM (1970)
 LW1684
 LW1684                         *CURRENT SURVEY CONTROL
 LW1684  ___________________________________________________________________
 LW1684* NAD 83(1986)-  41 53 09.     (N)    071 52 31.     (W)     SCALED    
 LW1684* NAVD 88     -       121.768  (meters)     399.50   (feet)  ADJUSTED  
 LW1684  ___________________________________________________________________
 LW1684  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW1684  DYNAMIC HT  -         121.727 (meters)     399.37  (feet)  COMP
 LW1684  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1684
 LW1684  VERT ORDER  -  FIRST     CLASS II
 LW1684
 LW1684.The horizontal coordinates were scaled from a topographic map and have
 LW1684.an estimated accuracy of +/- 6 seconds.
 LW1684
 LW1684.The orthometric height was determined by differential leveling
 LW1684.and adjusted by the National Geodetic Survey in June 1991..
 LW1684
 LW1684.The geoid height was determined by GEOID03.
 LW1684
 LW1684.The dynamic height is computed by dividing the NAVD 88
 LW1684.geopotential number by the normal gravity value computed on the
 LW1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1684.degrees latitude (g = 980.6199 gals.).
 LW1684
 LW1684.The modeled gravity was interpolated from observed gravity values.
 LW1684
 LW1684;                    North         East    Units  Estimated Accuracy
 LW1684;SPC CT       -   269,660.      377,400.      MT  (+/- 180 meters Scaled)
 LW1684
 LW1684                          SUPERSEDED SURVEY CONTROL
 LW1684
 LW1684.No superseded survey control is available for this station.
 LW1684
 LW1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG614410(NAD 83)
 LW1684_MARKER: Q = CHISELED SQUARE
 LW1684_SETTING: 0 = UNSPECIFIED SETTING
 LW1684_SP_SET: UNSPECIFIED
 LW1684_MARK LOGO: CTGS  
 LW1684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1684
 LW1684  HISTORY     - Date     Condition        Report By
 LW1684  HISTORY     - UNK      MONUMENTED       CTGS
 LW1684  HISTORY     - 1984     GOOD             NGS
 LW1684  HISTORY     - 19961207 GOOD             USPSQD
 LW1684
 LW1684                          STATION DESCRIPTION
 LW1684
 LW1684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1684'4.7 KM (2.95 MI) SSE FROM PUTNAM.
 LW1684'4.7 KM (2.95 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LW1684'JUNCTION OF U.S. HIGHWAY 44 IN PUTNAM TO THE MARK ON THE LEFT, AT THE
 LW1684'KILLINGLY AND PUTNAM TOWN LINE, AN INCH CHISELED SQUARE ON TOP OF AN
 LW1684'20 BY 20 CM (8 BY 8 IN) GRANITE POST PROJECTING 0.6 METER (2.0 FT)
 LW1684'ABOVE THE GROUND, 4.41 METER (14.5 FT) EAST OF THE CENTERLINE OF THE
 LW1684'HIGHWAY, 24.70 METERS (81.0 FT) SOUTH OF POWER POLE 26, 12.34 METERS
 LW1684'(40.5 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM THE EAST METAL POST OF
 LW1684'THE TOWN LIMIT SIGN, 2.30 METERS (7.5 FT) NORTH OF THE NORTH END OF
 LW1684'THE EAST HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 LW1684'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LW1684'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LW1684
 LW1684                          STATION RECOVERY (1996)
 LW1684
 LW1684'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3025 ***********************************************************************
 LX3025  DESIGNATION -  1944
 LX3025  PID         -  LX3025
 LX3025  STATE/COUNTY-  CT/TOLLAND
 LX3025  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3025
 LX3025                         *CURRENT SURVEY CONTROL
 LX3025  ___________________________________________________________________
 LX3025* NAD 83(1986)-  41 52 31.     (N)    072 15 49.     (W)     SCALED    
 LX3025* NAVD 88     -       240.671  (meters)     789.60   (feet)  ADJUSTED  
 LX3025  ___________________________________________________________________
 LX3025  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX3025  DYNAMIC HT  -         240.591 (meters)     789.34  (feet)  COMP
 LX3025  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX3025
 LX3025  VERT ORDER  -  FIRST     CLASS II
 LX3025
 LX3025.The horizontal coordinates were scaled from a topographic map and have
 LX3025.an estimated accuracy of +/- 6 seconds.
 LX3025
 LX3025.The orthometric height was determined by differential leveling
 LX3025.and adjusted by the National Geodetic Survey in June 1991..
 LX3025
 LX3025.The geoid height was determined by GEOID03.
 LX3025
 LX3025.The dynamic height is computed by dividing the NAVD 88
 LX3025.geopotential number by the normal gravity value computed on the
 LX3025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3025.degrees latitude (g = 980.6199 gals.).
 LX3025
 LX3025.The modeled gravity was interpolated from observed gravity values.
 LX3025
 LX3025;                    North         East    Units  Estimated Accuracy
 LX3025;SPC CT       -   268,230.      345,180.      MT  (+/- 180 meters Scaled)
 LX3025
 LX3025                          SUPERSEDED SURVEY CONTROL
 LX3025
 LX3025.No superseded survey control is available for this station.
 LX3025
 LX3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM270395(NAD 83)
 LX3025_MARKER: DD = SURVEY DISK
 LX3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3025_SP_SET: CONCRETE POST
 LX3025_STAMPING: 1944
 LX3025_MARK LOGO: CTGS  
 LX3025_PROJECTION: RECESSED 3 CENTIMETERS
 LX3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3025+STABILITY: SURFACE MOTION
 LX3025
 LX3025  HISTORY     - Date     Condition        Report By
 LX3025  HISTORY     - UNK      MONUMENTED       CTGS
 LX3025  HISTORY     - 1986     GOOD             NGS
 LX3025  HISTORY     - 20031007 POOR             INDIV
 LX3025
 LX3025                          STATION DESCRIPTION
 LX3025
 LX3025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3025'IN WILLINGTON HILL.
 LX3025'IN WILLINGTON HILL, IN THE NORTH ANGLE OF THE JUNCTION OF STATE
 LX3025'HIGHWAY 74 AND JERED SPARKS ROAD, 6.40 METERS (21.0 FT) NORTHEAST OF
 LX3025'THE CENTERLINE OF THE HIGHWAY, 17.53 METERS (57.5 FT) NORTHWEST OF THE
 LX3025'CENTERLINE OF THE ROAD, 9.75 METERS (32.0 FT) NORTHWEST OF UTILITY
 LX3025'POLE NO. 542.
 LX3025'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3025
 LX3025                          STATION RECOVERY (2003)
 LX3025
 LX3025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3025'DISK HAS NICKS AND GOUGES WHICH MAKES IT HARD TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2986 ***********************************************************************
 LX2986  DESIGNATION -  1948
 LX2986  PID         -  LX2986
 LX2986  STATE/COUNTY-  CT/WINDHAM
 LX2986  USGS QUAD   -  EASTFORD (1983)
 LX2986
 LX2986                         *CURRENT SURVEY CONTROL
 LX2986  ___________________________________________________________________
 LX2986* NAD 83(1986)-  41 52 34.     (N)    072 06 59.     (W)     SCALED    
 LX2986* NAVD 88     -       208.597  (meters)     684.37   (feet)  ADJUSTED  
 LX2986  ___________________________________________________________________
 LX2986  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2986  DYNAMIC HT  -         208.526 (meters)     684.14  (feet)  COMP
 LX2986  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX2986
 LX2986  VERT ORDER  -  FIRST     CLASS II
 LX2986
 LX2986.The horizontal coordinates were scaled from a topographic map and have
 LX2986.an estimated accuracy of +/- 6 seconds.
 LX2986
 LX2986.The orthometric height was determined by differential leveling
 LX2986.and adjusted by the National Geodetic Survey in June 1991..
 LX2986
 LX2986.The geoid height was determined by GEOID03.
 LX2986
 LX2986.The dynamic height is computed by dividing the NAVD 88
 LX2986.geopotential number by the normal gravity value computed on the
 LX2986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2986.degrees latitude (g = 980.6199 gals.).
 LX2986
 LX2986.The modeled gravity was interpolated from observed gravity values.
 LX2986
 LX2986;                    North         East    Units  Estimated Accuracy
 LX2986;SPC CT       -   268,410.      357,400.      MT  (+/- 180 meters Scaled)
 LX2986
 LX2986                          SUPERSEDED SURVEY CONTROL
 LX2986
 LX2986.No superseded survey control is available for this station.
 LX2986
 LX2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM392400(NAD 83)
 LX2986_MARKER: DD = SURVEY DISK
 LX2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2986_SP_SET: CONCRETE POST
 LX2986_STAMPING: 1948
 LX2986_MARK LOGO: CTGS  
 LX2986_PROJECTION: FLUSH
 LX2986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2986+STABILITY: SURFACE MOTION
 LX2986
 LX2986  HISTORY     - Date     Condition        Report By
 LX2986  HISTORY     - 1937     MONUMENTED       CTGS
 LX2986  HISTORY     - 1986     GOOD             NGS
 LX2986
 LX2986                          STATION DESCRIPTION
 LX2986
 LX2986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2986'2.7 KM (1.7 MI) WEST FROM PHOENIXVILLE.
 LX2986'2.7 KM (1.7 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2986'HIGHWAY 198 IN PHOENIXVILLE TO THE MARK ON THE RIGHT, 5.03 METERS
 LX2986'(16.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.49 METERS
 LX2986'(90.2 FT) WEST AND ACROSS THE HIGHWAY FROM UTILITY POLE NUMBER 1645,
 LX2986'4.42 METERS (14.5 FT) SOUTHEAST OF A ROCK WALL.
 LX2986'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 LX2986'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3197 ***********************************************************************
 LX3197  DESIGNATION -  1951
 LX3197  PID         -  LX3197
 LX3197  STATE/COUNTY-  CT/WINDHAM
 LX3197  USGS QUAD   -  HAMPTON (1984)
 LX3197
 LX3197                         *CURRENT SURVEY CONTROL
 LX3197  ___________________________________________________________________
 LX3197* NAD 83(1986)-  41 50 45.     (N)    072 00 54.     (W)     SCALED    
 LX3197* NAVD 88     -       196.156  (meters)     643.56   (feet)  ADJUSTED  
 LX3197  ___________________________________________________________________
 LX3197  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX3197  DYNAMIC HT  -         196.089 (meters)     643.34  (feet)  COMP
 LX3197  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX3197
 LX3197  VERT ORDER  -  FIRST     CLASS II
 LX3197
 LX3197.The horizontal coordinates were scaled from a topographic map and have
 LX3197.an estimated accuracy of +/- 6 seconds.
 LX3197
 LX3197.The orthometric height was determined by differential leveling
 LX3197.and adjusted by the National Geodetic Survey in June 1991..
 LX3197
 LX3197.The geoid height was determined by GEOID03.
 LX3197
 LX3197.The dynamic height is computed by dividing the NAVD 88
 LX3197.geopotential number by the normal gravity value computed on the
 LX3197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3197.degrees latitude (g = 980.6199 gals.).
 LX3197
 LX3197.The modeled gravity was interpolated from observed gravity values.
 LX3197
 LX3197;                    North         East    Units  Estimated Accuracy
 LX3197;SPC CT       -   265,110.      365,840.      MT  (+/- 180 meters Scaled)
 LX3197
 LX3197                          SUPERSEDED SURVEY CONTROL
 LX3197
 LX3197.No superseded survey control is available for this station.
 LX3197
 LX3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM478369(NAD 83)
 LX3197_MARKER: DD = SURVEY DISK
 LX3197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3197_SP_SET: CONCRETE POST
 LX3197_STAMPING: 1951
 LX3197_MARK LOGO: CTGS  
 LX3197_PROJECTION: RECESSED 5 CENTIMETERS
 LX3197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3197+STABILITY: SURFACE MOTION
 LX3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3197+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 LX3197
 LX3197  HISTORY     - Date     Condition        Report By
 LX3197  HISTORY     - 1937     MONUMENTED       CTGS
 LX3197  HISTORY     - 1986     GOOD             NGS
 LX3197  HISTORY     - 20050820 GOOD             GEOCAC
 LX3197
 LX3197                          STATION DESCRIPTION
 LX3197
 LX3197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3197'1.8 KM (1.1 MI) SOUTH FROM ABINGTON.
 LX3197'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LX3197'HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, 5.18 METERS (17.0
 LX3197'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.24 METERS (30.3 FT) SOUTH
 LX3197'OF UTILITY POLE NO. 193.
 LX3197'THE MARK IS 1.0 METERS  E FROM  A WITNESS POST
 LX3197'THE MARK IS 0.10 M BELOW HIGHWAY.
 LX3197
 LX3197                          STATION RECOVERY (2005)
 LX3197
 LX3197'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3199 ***********************************************************************
 LX3199  DESIGNATION -  1952
 LX3199  PID         -  LX3199
 LX3199  STATE/COUNTY-  CT/WINDHAM
 LX3199  USGS QUAD   -  HAMPTON (1984)
 LX3199
 LX3199                         *CURRENT SURVEY CONTROL
 LX3199  ___________________________________________________________________
 LX3199* NAD 83(1986)-  41 50 26.     (N)    072 01 02.     (W)     SCALED    
 LX3199* NAVD 88     -       198.913  (meters)     652.60   (feet)  ADJUSTED  
 LX3199  ___________________________________________________________________
 LX3199  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3199  DYNAMIC HT  -         198.844 (meters)     652.37  (feet)  COMP
 LX3199  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 LX3199
 LX3199  VERT ORDER  -  FIRST     CLASS II
 LX3199
 LX3199.The horizontal coordinates were scaled from a topographic map and have
 LX3199.an estimated accuracy of +/- 6 seconds.
 LX3199
 LX3199.The orthometric height was determined by differential leveling
 LX3199.and adjusted by the National Geodetic Survey in June 1991..
 LX3199
 LX3199.The geoid height was determined by GEOID03.
 LX3199
 LX3199.The dynamic height is computed by dividing the NAVD 88
 LX3199.geopotential number by the normal gravity value computed on the
 LX3199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3199.degrees latitude (g = 980.6199 gals.).
 LX3199
 LX3199.The modeled gravity was interpolated from observed gravity values.
 LX3199
 LX3199;                    North         East    Units  Estimated Accuracy
 LX3199;SPC CT       -   264,520.      365,660.      MT  (+/- 180 meters Scaled)
 LX3199
 LX3199                          SUPERSEDED SURVEY CONTROL
 LX3199
 LX3199.No superseded survey control is available for this station.
 LX3199
 LX3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM476363(NAD 83)
 LX3199_MARKER: DD = SURVEY DISK
 LX3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3199_SP_SET: CONCRETE POST
 LX3199_STAMPING: 1952
 LX3199_MARK LOGO: CTGS  
 LX3199_PROJECTION: PROJECTING 2 CENTIMETERS
 LX3199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3199+STABILITY: SURFACE MOTION
 LX3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3199+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 LX3199
 LX3199  HISTORY     - Date     Condition        Report By
 LX3199  HISTORY     - 1937     MONUMENTED       CTGS
 LX3199  HISTORY     - 1986     GOOD             NGS
 LX3199  HISTORY     - 20050820 GOOD             GEOCAC
 LX3199
 LX3199                          STATION DESCRIPTION
 LX3199
 LX3199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3199'2.5 KM (1.55 MI) SOUTH FROM ABINGTON.
 LX3199'2.5 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LX3199'U.S. HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, ON TOP OF A
 LX3199'10-FOOT BANK, 10.67 METERS (35.0 FT) WEST OF THE CENTERLINE OF THE
 LX3199'HIGHWAY, 11.43 METERS (37.5 FT) SOUTH OF UTILITY POLE NO. 211.
 LX3199'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX3199'THE MARK IS 3.0 M ABOVE HIGHWAY.
 LX3199
 LX3199                          STATION RECOVERY (2005)
 LX3199
 LX3199'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3199' 
 LX3199' 
 LX3199' 
 LX3199' 
 LX3199' 
 LX3199' 
 LX3199' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2355 ***********************************************************************
 LX2355  DESIGNATION -  196
 LX2355  PID         -  LX2355
 LX2355  STATE/COUNTY-  CT/FAIRFIELD
 LX2355  USGS QUAD   -  NEWTOWN (1984)
 LX2355
 LX2355                         *CURRENT SURVEY CONTROL
 LX2355  ___________________________________________________________________
 LX2355* NAD 83(1986)-  41 23 46.     (N)    073 17 36.     (W)     SCALED    
 LX2355* NAVD 88     -       120.380  (meters)     394.95   (feet)  ADJUSTED  
 LX2355  ___________________________________________________________________
 LX2355  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2355  DYNAMIC HT  -         120.340 (meters)     394.82  (feet)  COMP
 LX2355  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX2355
 LX2355  VERT ORDER  -  FIRST     CLASS II
 LX2355
 LX2355.The horizontal coordinates were scaled from a topographic map and have
 LX2355.an estimated accuracy of +/- 6 seconds.
 LX2355
 LX2355.The orthometric height was determined by differential leveling
 LX2355.and adjusted by the National Geodetic Survey in June 1991..
 LX2355
 LX2355.The geoid height was determined by GEOID03.
 LX2355
 LX2355.The dynamic height is computed by dividing the NAVD 88
 LX2355.geopotential number by the normal gravity value computed on the
 LX2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2355.degrees latitude (g = 980.6199 gals.).
 LX2355
 LX2355.The modeled gravity was interpolated from observed gravity values.
 LX2355
 LX2355;                    North         East    Units  Estimated Accuracy
 LX2355;SPC CT       -   215,040.      259,360.      MT  (+/- 180 meters Scaled)
 LX2355
 LX2355                          SUPERSEDED SURVEY CONTROL
 LX2355
 LX2355.No superseded survey control is available for this station.
 LX2355
 LX2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL426841(NAD 83)
 LX2355_MARKER: DD = SURVEY DISK
 LX2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2355_SP_SET: CONCRETE POST
 LX2355_STAMPING: 196
 LX2355_MARK LOGO: CTGS  
 LX2355_PROJECTION: FLUSH
 LX2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2355+STABILITY: SURFACE MOTION
 LX2355
 LX2355  HISTORY     - Date     Condition        Report By
 LX2355  HISTORY     - UNK      MONUMENTED       CTGS
 LX2355  HISTORY     - 1985     GOOD             NGS
 LX2355  HISTORY     - 20031201 GOOD             GEOCAC
 LX2355
 LX2355                          STATION DESCRIPTION
 LX2355
 LX2355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2355'2.4 KM (1.5 MI) SE FROM NEWTOWN.
 LX2355'2.4 KM (1.5 MI) SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2355'U.S. HIGHWAYS 6 AND 202 IN NEWTOWN TO THE MARK ON THE RIGHT, AT THE
 LX2355'JUNCTION OF ELM DRIVE, 7.86 METERS (25.8 FT) SOUTHWEST OF THE
 LX2355'CENTERLINE OF THE HIGHWAY, 19.60 METERS (64.3 FT) NORTHEAST OF THE
 LX2355'CENTERLINE OF ELM DRIVE.
 LX2355'THE MARK IS 0.12 METERS  NE FROM  A WITNESS POST
 LX2355'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2355
 LX2355                          STATION RECOVERY (2003)
 LX2355
 LX2355'RECOVERY NOTE BY GEOCACHING 2003 (APC)
 LX2355'ELM DRIVE INTERSECTS HIGHWAY 25 AT TWO LOCATIONS. STATION IS LOCATED
 LX2355'AT THE MORE SOUTHERLY OF THE TWO INTERSECTIONS, ACROSS HIGHWAY 25 FROM
 LX2355'AN EXXON SERVICE STATION AND SOUTH OF A CONCRETE BLOCK BUILDING AT 78
 LX2355'SOUTH MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2458 ***********************************************************************
 LX2458  DESIGNATION -  197 W
 LX2458  PID         -  LX2458
 LX2458  STATE/COUNTY-  CT/LITCHFIELD
 LX2458  USGS QUAD   -  TORRINGTON (1984)
 LX2458
 LX2458                         *CURRENT SURVEY CONTROL
 LX2458  ___________________________________________________________________
 LX2458* NAD 83(1986)-  41 47 34.     (N)    073 07 19.     (W)     SCALED    
 LX2458* NAVD 88     -       168.694  (meters)     553.46   (feet)  ADJUSTED  
 LX2458  ___________________________________________________________________
 LX2458  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX2458  DYNAMIC HT  -         168.639 (meters)     553.28  (feet)  COMP
 LX2458  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 LX2458
 LX2458  VERT ORDER  -  FIRST     CLASS II
 LX2458
 LX2458.The horizontal coordinates were scaled from a topographic map and have
 LX2458.an estimated accuracy of +/- 6 seconds.
 LX2458
 LX2458.The orthometric height was determined by differential leveling
 LX2458.and adjusted by the National Geodetic Survey in June 1991..
 LX2458
 LX2458.The geoid height was determined by GEOID03.
 LX2458
 LX2458.The dynamic height is computed by dividing the NAVD 88
 LX2458.geopotential number by the normal gravity value computed on the
 LX2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2458.degrees latitude (g = 980.6199 gals.).
 LX2458
 LX2458.The modeled gravity was interpolated from observed gravity values.
 LX2458
 LX2458;                    North         East    Units  Estimated Accuracy
 LX2458;SPC CT       -   259,020.      273,890.      MT  (+/- 180 meters Scaled)
 LX2458
 LX2458                          SUPERSEDED SURVEY CONTROL
 LX2458
 LX2458.No superseded survey control is available for this station.
 LX2458
 LX2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM560284(NAD 83)
 LX2458_MARKER: DD = SURVEY DISK
 LX2458_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2458+WITH SETTING: PAVEMENT
 LX2458_SP_SET: FOUNDATION
 LX2458_STAMPING: 197 W 1923 555
 LX2458_MARK LOGO: USGS  
 LX2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2458+STABILITY: SURFACE MOTION
 LX2458
 LX2458  HISTORY     - Date     Condition        Report By
 LX2458  HISTORY     - 1923     MONUMENTED       USGS
 LX2458  HISTORY     - 1985     GOOD             NGS
 LX2458
 LX2458                          STATION DESCRIPTION
 LX2458
 LX2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2458'IN TORRINGTON.
 LX2458'IN TORRINGTON, AT THE JUNCTION OF MAIN STREET (COUNTY ROAD 800) AND
 LX2458'LINDEN STREET, 2.1 KM (1.35 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY
 LX2458'4 WEST, IN TOP OF THE SOUTH GRANITE FOUNDATION WALL OF THE ENTRANCE
 LX2458'STEPS OF SOUTH SCHOOL NOW BEING CONVERTED INTO AN APARTMENT COMPLEX,
 LX2458'17.70 METERS (58.1 FT) WEST OF THE WEST CURB OF MAIN STREET, 23.31
 LX2458'METERS (76.5 FT) SOUTH OF THE NORTHEAST CORNER OF THE BUILDING.
 LX2458'THE MARK IS 0.91 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1802 ***********************************************************************
 LW1802  DESIGNATION -  1970
 LW1802  PID         -  LW1802
 LW1802  STATE/COUNTY-  CT/WINDHAM
 LW1802  USGS QUAD   -  DANIELSON (1970)
 LW1802
 LW1802                         *CURRENT SURVEY CONTROL
 LW1802  ___________________________________________________________________
 LW1802* NAD 83(1986)-  41 52 28.     (N)    071 59 03.     (W)     SCALED    
 LW1802* NAVD 88     -       161.623  (meters)     530.26   (feet)  ADJUSTED  
 LW1802  ___________________________________________________________________
 LW1802  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1802  DYNAMIC HT  -         161.568 (meters)     530.08  (feet)  COMP
 LW1802  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW1802
 LW1802  VERT ORDER  -  FIRST     CLASS II
 LW1802
 LW1802.The horizontal coordinates were scaled from a topographic map and have
 LW1802.an estimated accuracy of +/- 6 seconds.
 LW1802
 LW1802.The orthometric height was determined by differential leveling
 LW1802.and adjusted by the National Geodetic Survey in June 1991..
 LW1802
 LW1802.The geoid height was determined by GEOID03.
 LW1802
 LW1802.The dynamic height is computed by dividing the NAVD 88
 LW1802.geopotential number by the normal gravity value computed on the
 LW1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1802.degrees latitude (g = 980.6199 gals.).
 LW1802
 LW1802.The modeled gravity was interpolated from observed gravity values.
 LW1802
 LW1802;                    North         East    Units  Estimated Accuracy
 LW1802;SPC CT       -   268,310.      368,370.      MT  (+/- 180 meters Scaled)
 LW1802
 LW1802                          SUPERSEDED SURVEY CONTROL
 LW1802
 LW1802.No superseded survey control is available for this station.
 LW1802
 LW1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG523401(NAD 83)
 LW1802_MARKER: DD = SURVEY DISK
 LW1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1802_SP_SET: CONCRETE POST
 LW1802_STAMPING: 1970
 LW1802_MARK LOGO: CTGS  
 LW1802_PROJECTION: RECESSED 28 CENTIMETERS
 LW1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1802+STABILITY: SURFACE MOTION
 LW1802
 LW1802  HISTORY     - Date     Condition        Report By
 LW1802  HISTORY     - 1937     MONUMENTED       CTGS
 LW1802  HISTORY     - 1986     GOOD             NGS
 LW1802
 LW1802                          STATION DESCRIPTION
 LW1802
 LW1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1802'4.2 KM (2.6 MI) SOUTH FROM POMFRET.
 LW1802'4.2 KM (2.6 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LW1802'HIGHWAY 44 IN POMFRET TO THE MARK ON THE RIGHT, ALSO 3.1 KM (1.9 MI)
 LW1802'NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S. HIGHWAY 44 IN
 LW1802'ABINGTON, 4.88 METERS (16.0 FT) NORTH OF THE CENTERLINE OF THE
 LW1802'HIGHWAY, 23.77 METERS (78.0 FT) WEST OF THE CENTER OF A GRAVELED DRIVE
 LW1802'LEADING NORTH TO HOUSE NO. 106, 17.98 METERS (59.0 FT) EAST OF THE
 LW1802'CENTER OF THE ENTRANCE DRIVE TO HULL FOREST PRODUCTS, 10.94 METERS
 LW1802'(35.9 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO.
 LW1802'2834.
 LW1802'THE MARK IS 0.20 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1678 ***********************************************************************
 LW1678  DESIGNATION -  1982
 LW1678  PID         -  LW1678
 LW1678  STATE/COUNTY-  CT/WINDHAM
 LW1678  USGS QUAD   -  PUTNAM (1970)
 LW1678
 LW1678                         *CURRENT SURVEY CONTROL
 LW1678  ___________________________________________________________________
 LW1678* NAD 83(1986)-  41 55 11.     (N)    071 54 40.     (W)     SCALED    
 LW1678* NAVD 88     -        80.565  (meters)     264.32   (feet)  ADJUSTED  
 LW1678  ___________________________________________________________________
 LW1678  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW1678  DYNAMIC HT  -          80.539 (meters)     264.24  (feet)  COMP
 LW1678  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 LW1678
 LW1678  VERT ORDER  -  FIRST     CLASS II
 LW1678
 LW1678.The horizontal coordinates were scaled from a topographic map and have
 LW1678.an estimated accuracy of +/- 6 seconds.
 LW1678
 LW1678.The orthometric height was determined by differential leveling
 LW1678.and adjusted by the National Geodetic Survey in June 1991..
 LW1678
 LW1678.The geoid height was determined by GEOID03.
 LW1678
 LW1678.The dynamic height is computed by dividing the NAVD 88
 LW1678.geopotential number by the normal gravity value computed on the
 LW1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1678.degrees latitude (g = 980.6199 gals.).
 LW1678
 LW1678.The modeled gravity was interpolated from observed gravity values.
 LW1678
 LW1678;                    North         East    Units  Estimated Accuracy
 LW1678;SPC CT       -   273,390.      374,390.      MT  (+/- 180 meters Scaled)
 LW1678
 LW1678                          SUPERSEDED SURVEY CONTROL
 LW1678
 LW1678.No superseded survey control is available for this station.
 LW1678
 LW1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG585449(NAD 83)
 LW1678_MARKER: DD = SURVEY DISK
 LW1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1678_SP_SET: CONCRETE POST
 LW1678_STAMPING: 1982
 LW1678_MARK LOGO: CTGS  
 LW1678_PROJECTION: RECESSED 8 CENTIMETERS
 LW1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1678+STABILITY: SURFACE MOTION
 LW1678
 LW1678  HISTORY     - Date     Condition        Report By
 LW1678  HISTORY     - UNK      MONUMENTED       CTGS
 LW1678  HISTORY     - 1984     GOOD             NGS
 LW1678  HISTORY     - 1986     GOOD             NGS
 LW1678  HISTORY     - 19961207 GOOD             USPSQD
 LW1678
 LW1678                          STATION DESCRIPTION
 LW1678
 LW1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1678'IN PUTNAM.
 LW1678'IN PUTNAM, AT THE INTERSECTION OF WOODSTOCK AVENUE AND CHURCH STREET,
 LW1678'AT THE EXTREME SOUTH END OF THE PROPERTY OF THE PUTNAM BAPTIST CHURCH,
 LW1678'12.65 METERS (41.5 FT) NORTHEAST OF THE CENTERLINE OF WOODSTOCK
 LW1678'AVENUE, 7.01 METERS (23.0 FT) NORTHWEST OF THE CENTERLINE OF CHURCH
 LW1678'STREET, 2.92 METERS (9.6 FT) EAST OF THE TOP NUT OF A FIRE HYDRANT,
 LW1678'0.55 METER (1.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE
 LW1678'RETAINING WALL AROUND THE SOUTH END OF THE CHURCH PROPERTY.
 LW1678'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 LW1678'THE MARK IS 0.45 M ABOVE CHURCH STREET.
 LW1678
 LW1678                          STATION RECOVERY (1986)
 LW1678
 LW1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1678'RECOVERED IN GOOD CONDITION.
 LW1678
 LW1678                          STATION RECOVERY (1996)
 LW1678
 LW1678'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1679 ***********************************************************************
 LW1679  DESIGNATION -  1983 CTGS
 LW1679  PID         -  LW1679
 LW1679  STATE/COUNTY-  CT/WINDHAM
 LW1679  USGS QUAD   -  PUTNAM (1970)
 LW1679
 LW1679                         *CURRENT SURVEY CONTROL
 LW1679  ___________________________________________________________________
 LW1679* NAD 83(1986)-  41 54 55.     (N)    071 54 32.     (W)     SCALED    
 LW1679* NAVD 88     -        85.060  (meters)     279.07   (feet)  ADJUSTED  
 LW1679  ___________________________________________________________________
 LW1679  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW1679  DYNAMIC HT  -          85.032 (meters)     278.98  (feet)  COMP
 LW1679  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 LW1679
 LW1679  VERT ORDER  -  FIRST     CLASS II
 LW1679
 LW1679.The horizontal coordinates were scaled from a topographic map and have
 LW1679.an estimated accuracy of +/- 6 seconds.
 LW1679
 LW1679.The orthometric height was determined by differential leveling
 LW1679.and adjusted by the National Geodetic Survey in June 1991..
 LW1679
 LW1679.The geoid height was determined by GEOID03.
 LW1679
 LW1679.The dynamic height is computed by dividing the NAVD 88
 LW1679.geopotential number by the normal gravity value computed on the
 LW1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1679.degrees latitude (g = 980.6199 gals.).
 LW1679
 LW1679.The modeled gravity was interpolated from observed gravity values.
 LW1679
 LW1679;                    North         East    Units  Estimated Accuracy
 LW1679;SPC CT       -   272,900.      374,580.      MT  (+/- 180 meters Scaled)
 LW1679
 LW1679                          SUPERSEDED SURVEY CONTROL
 LW1679
 LW1679.No superseded survey control is available for this station.
 LW1679
 LW1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG587444(NAD 83)
 LW1679_MARKER: DD = SURVEY DISK
 LW1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1679_SP_SET: CONCRETE POST
 LW1679_STAMPING: 1983
 LW1679_MARK LOGO: CTGS  
 LW1679_PROJECTION: FLUSH
 LW1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1679+STABILITY: SURFACE MOTION
 LW1679
 LW1679  HISTORY     - Date     Condition        Report By
 LW1679  HISTORY     - UNK      MONUMENTED       CTGS
 LW1679  HISTORY     - 1984     GOOD             NGS
 LW1679  HISTORY     - 19961207 GOOD             USPSQD
 LW1679
 LW1679                          STATION DESCRIPTION
 LW1679
 LW1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1679'IN PUTNAM.
 LW1679'IN PUTNAM, AT THE INTERSECTION OF U.S. HIGHWAY 44 AND SOUTH MAIN
 LW1679'STREET, IN THE SOUTHEAST TANGENT OF THE INTERSECTION, 11.73 METERS
 LW1679'(38.5 FT) EAST OF THE CENTERLINE OF SOUTH MAIN STREET, 3.71 METERS
 LW1679'(12.2 FT) WEST OF THE TOP NUT OF A FIRE HYDRANT, 2.13 METERS (7.0 FT)
 LW1679'NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH CLOTHING COMPANY
 LW1679'BUILDING.
 LW1679'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1679
 LW1679                          STATION RECOVERY (1996)
 LW1679
 LW1679'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1689 ***********************************************************************
 LW1689  DESIGNATION -  1985 X CTGS
 LW1689  PID         -  LW1689
 LW1689  STATE/COUNTY-  CT/WINDHAM
 LW1689  USGS QUAD   -  DANIELSON (1970)
 LW1689
 LW1689                         *CURRENT SURVEY CONTROL
 LW1689  ___________________________________________________________________
 LW1689* NAD 83(1986)-  41 50 41.     (N)    071 52 59.     (W)     SCALED    
 LW1689* NAVD 88     -        76.549  (meters)     251.14   (feet)  ADJUSTED  
 LW1689  ___________________________________________________________________
 LW1689  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW1689  DYNAMIC HT  -          76.523 (meters)     251.06  (feet)  COMP
 LW1689  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 LW1689
 LW1689  VERT ORDER  -  FIRST     CLASS II
 LW1689
 LW1689.The horizontal coordinates were scaled from a topographic map and have
 LW1689.an estimated accuracy of +/- 6 seconds.
 LW1689
 LW1689.The orthometric height was determined by differential leveling
 LW1689.and adjusted by the National Geodetic Survey in June 1991..
 LW1689
 LW1689.The geoid height was determined by GEOID03.
 LW1689
 LW1689.The dynamic height is computed by dividing the NAVD 88
 LW1689.geopotential number by the normal gravity value computed on the
 LW1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1689.degrees latitude (g = 980.6199 gals.).
 LW1689
 LW1689.The modeled gravity was interpolated from observed gravity values.
 LW1689
 LW1689;                    North         East    Units  Estimated Accuracy
 LW1689;SPC CT       -   265,090.      376,800.      MT  (+/- 180 meters Scaled)
 LW1689
 LW1689                          SUPERSEDED SURVEY CONTROL
 LW1689
 LW1689.No superseded survey control is available for this station.
 LW1689
 LW1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG606365(NAD 83)
 LW1689_MARKER: DD = SURVEY DISK
 LW1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1689_SP_SET: CONCRETE POST
 LW1689_STAMPING: 1985 X
 LW1689_MARK LOGO: CTGS  
 LW1689_PROJECTION: RECESSED 5 CENTIMETERS
 LW1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1689+STABILITY: SURFACE MOTION
 LW1689
 LW1689  HISTORY     - Date     Condition        Report By
 LW1689  HISTORY     - UNK      MONUMENTED       CTGS
 LW1689  HISTORY     - 1984     GOOD             NGS
 LW1689  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 LW1689
 LW1689                          STATION DESCRIPTION
 LW1689
 LW1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1689'IN DAYVILLE.
 LW1689'IN DAYVILLE, 0.6 KM (0.4 MI) WEST ALONG STATE HIGHWAY 101 FROM THE
 LW1689'JUNCTION OF STATE HIGHWAY 12 TO THE MARK ON THE RIGHT, 6.55 METERS
 LW1689'(21.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.71 METERS
 LW1689'(45.0 FT) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A ROCK FENCE,
 LW1689'1.64 METERS (5.4 FT) NORTHWEST OF POWER POLE 1830.
 LW1689'THE MARK IS 1.21 METERS  S FROM A WITNESS POST.
 LW1689'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1689
 LW1689                          STATION RECOVERY (1996)
 LW1689
 LW1689'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1689'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3463 ***********************************************************************
 LX3463  DESIGNATION -  1986
 LX3463  PID         -  LX3463
 LX3463  STATE/COUNTY-  CT/NEW LONDON
 LX3463  USGS QUAD   -  NIANTIC (1983)
 LX3463
 LX3463                         *CURRENT SURVEY CONTROL
 LX3463  ___________________________________________________________________
 LX3463* NAD 83(1986)-  41 21 23.     (N)    072 10 09.     (W)     SCALED    
 LX3463* NAVD 88     -        14.653  (meters)      48.07   (feet)  ADJUSTED  
 LX3463  ___________________________________________________________________
 LX3463  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX3463  DYNAMIC HT  -          14.648 (meters)      48.06  (feet)  COMP
 LX3463  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LX3463
 LX3463  VERT ORDER  -  FIRST     CLASS II
 LX3463
 LX3463.The horizontal coordinates were scaled from a topographic map and have
 LX3463.an estimated accuracy of +/- 6 seconds.
 LX3463
 LX3463.The orthometric height was determined by differential leveling
 LX3463.and adjusted by the National Geodetic Survey in June 1991..
 LX3463
 LX3463.The geoid height was determined by GEOID03.
 LX3463
 LX3463.The dynamic height is computed by dividing the NAVD 88
 LX3463.geopotential number by the normal gravity value computed on the
 LX3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3463.degrees latitude (g = 980.6199 gals.).
 LX3463
 LX3463.The modeled gravity was interpolated from observed gravity values.
 LX3463
 LX3463;                    North         East    Units  Estimated Accuracy
 LX3463;SPC CT       -   210,650.      353,400.      MT  (+/- 180 meters Scaled)
 LX3463
 LX3463                          SUPERSEDED SURVEY CONTROL
 LX3463
 LX3463.No superseded survey control is available for this station.
 LX3463
 LX3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL368821(NAD 83)
 LX3463_MARKER: DD = SURVEY DISK
 LX3463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3463_SP_SET: CONCRETE POST
 LX3463_STAMPING: 1986
 LX3463_MARK LOGO: CTDT  
 LX3463_PROJECTION: RECESSED 12 CENTIMETERS
 LX3463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3463+STABILITY: SURFACE MOTION
 LX3463
 LX3463  HISTORY     - Date     Condition        Report By
 LX3463  HISTORY     - UNK      MONUMENTED       CTDT
 LX3463  HISTORY     - 1986     GOOD             NGS
 LX3463  HISTORY     - 1989     GOOD             USPSQD
 LX3463  HISTORY     - 19900310 GOOD             USPSQD
 LX3463
 LX3463                          STATION DESCRIPTION
 LX3463
 LX3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3463'4.1 KM (2.55 MI) EAST FROM FLANDERS.
 LX3463'4.1 KM (2.55 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3463'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT.  IT IS 7.7 METERS
 LX3463'(25.3 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 7.5 METERS
 LX3463'(24.9 FT) SOUTHEAST OF POWER POLE NO. 2768.
 LX3463'THE MARK IS 0.12 METERS  SW FROM  A WITNESS POST
 LX3463'THE MARK IS 0.15 M BELOW U.S. HIGHWAY 1.
 LX3463
 LX3463                          STATION RECOVERY (1989)
 LX3463
 LX3463'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3463'RECOVERED IN GOOD CONDITION.
 LX3463
 LX3463                          STATION RECOVERY (1990)
 LX3463
 LX3463'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3201 ***********************************************************************
 LX3201  DESIGNATION -  1986
 LX3201  PID         -  LX3201
 LX3201  STATE/COUNTY-  CT/WINDHAM
 LX3201  USGS QUAD   -  HAMPTON (1984)
 LX3201
 LX3201                         *CURRENT SURVEY CONTROL
 LX3201  ___________________________________________________________________
 LX3201* NAD 83(1986)-  41 49 27.     (N)    072 02 06.     (W)     SCALED    
 LX3201* NAVD 88     -       193.754  (meters)     635.67   (feet)  ADJUSTED  
 LX3201  ___________________________________________________________________
 LX3201  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3201  DYNAMIC HT  -         193.686 (meters)     635.45  (feet)  COMP
 LX3201  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 LX3201
 LX3201  VERT ORDER  -  FIRST     CLASS II
 LX3201
 LX3201.The horizontal coordinates were scaled from a topographic map and have
 LX3201.an estimated accuracy of +/- 6 seconds.
 LX3201
 LX3201.The orthometric height was determined by differential leveling
 LX3201.and adjusted by the National Geodetic Survey in June 1991..
 LX3201
 LX3201.The geoid height was determined by GEOID03.
 LX3201
 LX3201.The dynamic height is computed by dividing the NAVD 88
 LX3201.geopotential number by the normal gravity value computed on the
 LX3201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3201.degrees latitude (g = 980.6199 gals.).
 LX3201
 LX3201.The modeled gravity was interpolated from observed gravity values.
 LX3201
 LX3201;                    North         East    Units  Estimated Accuracy
 LX3201;SPC CT       -   262,690.      364,200.      MT  (+/- 180 meters Scaled)
 LX3201
 LX3201                          SUPERSEDED SURVEY CONTROL
 LX3201
 LX3201.No superseded survey control is available for this station.
 LX3201
 LX3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM462345(NAD 83)
 LX3201_MARKER: DD = SURVEY DISK
 LX3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3201_SP_SET: CONCRETE POST
 LX3201_STAMPING: 1986
 LX3201_MARK LOGO: CTGS  
 LX3201_PROJECTION: RECESSED 5 CENTIMETERS
 LX3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3201+STABILITY: SURFACE MOTION
 LX3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3201+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 LX3201
 LX3201  HISTORY     - Date     Condition        Report By
 LX3201  HISTORY     - 1937     MONUMENTED       CTGS
 LX3201  HISTORY     - 1986     GOOD             NGS
 LX3201  HISTORY     - 20050823 GOOD             GEOCAC
 LX3201
 LX3201                          STATION DESCRIPTION
 LX3201
 LX3201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3201'5.1 KM (3.2 MI) SOUTH FROM ABINGTON.
 LX3201'5.1 KM (3.2 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LX3201'HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, 5.79 METERS (19.0
 LX3201'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.33 METERS (66.7 FT)
 LX3201'NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CULVERT
 LX3201'UNDER THE HIGHWAY, 18.65 METERS (61.2 FT) WEST OF AND ACROSS THE
 LX3201'HIGHWAY FROM UTILITY POLE NO. 365.
 LX3201'THE MARK IS 0.31 METERS  SE FROM  A WITNESS POST
 LX3201'THE MARK IS 0.20 M BELOW HIGHWAY.
 LX3201
 LX3201                          STATION RECOVERY (2005)
 LX3201
 LX3201'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3202 ***********************************************************************
 LX3202  DESIGNATION -  1987
 LX3202  PID         -  LX3202
 LX3202  STATE/COUNTY-  CT/WINDHAM
 LX3202  USGS QUAD   -  HAMPTON (1984)
 LX3202
 LX3202                         *CURRENT SURVEY CONTROL
 LX3202  ___________________________________________________________________
 LX3202* NAD 83(1996)-  41 49 07.     (N)    072 02 23.     (W)     SCALED    
 LX3202* NAVD 88     -       196.233  (meters)     643.81   (feet)  ADJUSTED  
 LX3202  ___________________________________________________________________
 LX3202  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX3202  DYNAMIC HT  -         196.165 (meters)     643.58  (feet)  COMP
 LX3202  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 LX3202
 LX3202  VERT ORDER  -  FIRST     CLASS II
 LX3202
 LX3202.The horizontal coordinates were scaled from a topographic map and have
 LX3202.an estimated accuracy of +/- 6 seconds.
 LX3202
 LX3202.The orthometric height was determined by differential leveling
 LX3202.and adjusted by the National Geodetic Survey in June 1991..
 LX3202
 LX3202.The geoid height was determined by GEOID03.
 LX3202
 LX3202.The dynamic height is computed by dividing the NAVD 88
 LX3202.geopotential number by the normal gravity value computed on the
 LX3202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3202.degrees latitude (g = 980.6199 gals.).
 LX3202
 LX3202.The modeled gravity was interpolated from observed gravity values.
 LX3202
 LX3202;                    North         East    Units  Estimated Accuracy
 LX3202;SPC CT       -   262,070.      363,810.      MT  (+/- 180 meters Scaled)
 LX3202
 LX3202                          SUPERSEDED SURVEY CONTROL
 LX3202
 LX3202  NGVD 29 (07/19/86)  196.48   (m)          644.6    (f) LEVELING    3  
 LX3202
 LX3202.Superseded values are not recommended for survey control.
 LX3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3202.See file dsdata.txt to determine how the superseded data were derived.
 LX3202
 LX3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM458338(NAD 83)
 LX3202_MARKER: DD = SURVEY DISK
 LX3202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3202_SP_SET: CONCRETE POST
 LX3202_STAMPING: 1987
 LX3202_MARK LOGO: CTGS  
 LX3202_PROJECTION: RECESSED 2 CENTIMETERS
 LX3202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3202+STABILITY: SURFACE MOTION
 LX3202
 LX3202  HISTORY     - Date     Condition        Report By
 LX3202  HISTORY     - 1974     MONUMENTED       CTGS
 LX3202  HISTORY     - 1986     GOOD             NGS
 LX3202  HISTORY     - 19961207 GOOD             USPSQD
 LX3202
 LX3202                          STATION DESCRIPTION
 LX3202
 LX3202'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1974 (BW)
 LX3202'THE STATION IS LOCATED ABOUT 5-1/4 MILES NORTHWEST OF BROOKLYN,
 LX3202'3-1/2 MILES SOUTHWEST OF ABINGTON, AND 2-1/2 MILES NORTHEAST OF
 LX3202'HAMPTON.
 LX3202'
 LX3202'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 44,
 LX3202'(HARTFORD PIKE) AND CONNECTICUT ROUTE 97, (YE OLD WINDAM ROAD)
 LX3202'IN ABINGTON, GO SOUTHERLY ON CONNECTICUT ROUTE 97 FOR 3.80 MILES
 LX3202'TO THE STATION ON THE RIGHT, WEST, SIDE OF THE HIGHWAY.
 LX3202'
 LX3202'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LX3202'SURVEY BRONZE DISK, STAMPED 1987, SET IN THE TOP OF A REINFORCED
 LX3202'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP
 LX3202'OF THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 LX3202'IS 80.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-1/2 STORY
 LX3202'FRAME HOUSE, 16 FEET SOUTH OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3202'POLE 347 AND 14 FEET WEST OF THE CENTERLINE OF CONNECTICUT ROUTE
 LX3202'97, (POMFRET ROAD).
 LX3202'
 LX3202'REFERENCE MARK 1 IS A 5/8 INCH DRILL HOLE AND CHISELED TRIANGLE
 LX3202'IN A LEDGE OUTCROP.  IT IS 24 FEET EAST OF THE CONNECTICUT ROUTE
 LX3202'97 CENTERLINE.
 LX3202'
 LX3202'REFERENCE MARK 2 IS A 5/8 INCH DRILL HOLE AND CHISELED TRIANGLE
 LX3202'IN THE NORTHEAST CORNER OF A CATCH BASIN.  IT IS 19 FEET EAST OF
 LX3202'THE CONNECTICUT ROUTE 97 CENTERLINE.
 LX3202'
 LX3202'REFERENCE MARK 3 IS A 5/8 INCH DRILL HOLE AND CHISELED TRIANGLE
 LX3202'IN A 1 FOOT BY 1 FOOT BOULDER.  IT IS 23 FEET WEST OF THE
 LX3202'CONNECTICUT ROUTE 97 CENTERLINE AND AT THE SOUTH EDGE OF A BARWAY.
 LX3202'
 LX3202'REFERENCE POINT 1 IS A 1 INCH IN DIAMETER BY 30 INCH STEEL
 LX3202'PIN.  THE TOP IS SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LX3202'16 FEET WEST OF THE CONNECTICUT ROUTE 97 CENTERLINE.
 LX3202'
 LX3202'1986 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LX3202'AND STATE SURVEY BRONZE DISK, STAMPED 1986, SET IN THE TOP OF A
 LX3202'REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES
 LX3202'LONG.  THE TOP OF THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF
 LX3202'THE GROUND.  IT IS 0.5 MILE NORTHEASTERLY OF THE STATION, ALONG
 LX3202'CONNECTICUT ROUTE 97, 105.7 FEET NORTH OF THE NORTHWEST CORNER
 LX3202'OF A 1-1/2 STORY FRAME HOUSE, 61.2 FEET WEST OF SOUTHERN NEW
 LX3202'ENGLAND TELEPHONE POLE 365 AND 19 FEET NORTHWEST OF THE
 LX3202'CENTERLINE OF THE ROAD.
 LX3202'
 LX3202'4550 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3202'DISK, STAMPED 4550, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3202'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3202'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.1 MILE
 LX3202'SOUTHERLY OF THE STATION ALONG CONNECTICUT ROUTE 97, 44.5 FEET
 LX3202'SOUTH OF THE SOUTHERN NEW ENGLAND TELEPHONE POLE 342 AND 18 FEET
 LX3202'EAST OF THE CENTERLINE OF THE ROAD.
 LX3202'
 LX3202'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 LX3202
 LX3202                          STATION RECOVERY (1986)
 LX3202
 LX3202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3202'5.9 KM (3.65 MI) SOUTH FROM ABINGTON.
 LX3202'5.9 KM (3.65 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LX3202'U.S. HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, 4.27 METERS
 LX3202'(14.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.03 METERS
 LX3202'(16.5 FT) SOUTH OF UTILITY POLE NO. 347.
 LX3202'THE MARK IS 0.41 METERS  SE FROM  A WITNESS POST
 LX3202'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3202
 LX3202                          STATION RECOVERY (1996)
 LX3202
 LX3202'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2454 ***********************************************************************
 LX2454  DESIGNATION -  199 W
 LX2454  PID         -  LX2454
 LX2454  STATE/COUNTY-  CT/LITCHFIELD
 LX2454  USGS QUAD   -  TORRINGTON (1984)
 LX2454
 LX2454                         *CURRENT SURVEY CONTROL
 LX2454  ___________________________________________________________________
 LX2454* NAD 83(1986)-  41 48 43.     (N)    073 07 14.     (W)     SCALED    
 LX2454* NAVD 88     -       184.455  (meters)     605.17   (feet)  ADJUSTED  
 LX2454  ___________________________________________________________________
 LX2454  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2454  DYNAMIC HT  -         184.394 (meters)     604.97  (feet)  COMP
 LX2454  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 LX2454
 LX2454  VERT ORDER  -  FIRST     CLASS II
 LX2454
 LX2454.The horizontal coordinates were scaled from a topographic map and have
 LX2454.an estimated accuracy of +/- 6 seconds.
 LX2454
 LX2454.The orthometric height was determined by differential leveling
 LX2454.and adjusted by the National Geodetic Survey in June 1991..
 LX2454
 LX2454.The geoid height was determined by GEOID03.
 LX2454
 LX2454.The dynamic height is computed by dividing the NAVD 88
 LX2454.geopotential number by the normal gravity value computed on the
 LX2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2454.degrees latitude (g = 980.6199 gals.).
 LX2454
 LX2454.The modeled gravity was interpolated from observed gravity values.
 LX2454
 LX2454;                    North         East    Units  Estimated Accuracy
 LX2454;SPC CT       -   261,150.      274,010.      MT  (+/- 180 meters Scaled)
 LX2454
 LX2454                          SUPERSEDED SURVEY CONTROL
 LX2454
 LX2454.No superseded survey control is available for this station.
 LX2454
 LX2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM561306(NAD 83)
 LX2454_MARKER: DD = SURVEY DISK
 LX2454_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2454+WITH SETTING: PAVEMENT
 LX2454_SP_SET: STEP
 LX2454_STAMPING: 199 W 1923 606
 LX2454_MARK LOGO: USGS  
 LX2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2454+STABILITY: SURFACE MOTION
 LX2454
 LX2454  HISTORY     - Date     Condition        Report By
 LX2454  HISTORY     - 1923     MONUMENTED       USGS
 LX2454  HISTORY     - 1985     GOOD             NGS
 LX2454
 LX2454                          STATION DESCRIPTION
 LX2454
 LX2454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2454'IN TORRINGTON.
 LX2454'IN TORRINGTON, AT THE JUNCTION OF STATE HIGHWAY 4 WEST AND COUNTY ROAD
 LX2454'800 (MAIN STREET), AT THE ENTRANCE OF NORTH SCHOOL, IN TOP OF THE
 LX2454'SOUTHEAST CORNER OF THE TOP GRANITE STEP OF THE SCHOOL.
 LX2454'THE MARK IS 0.45 M ABOVE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1672 ***********************************************************************
 LW1672  DESIGNATION -  1993
 LW1672  PID         -  LW1672
 LW1672  STATE/COUNTY-  CT/WINDHAM
 LW1672  USGS QUAD   -  PUTNAM (1970)
 LW1672
 LW1672                         *CURRENT SURVEY CONTROL
 LW1672  ___________________________________________________________________
 LW1672* NAD 83(1986)-  41 56 54.     (N)    071 58 27.     (W)     SCALED    
 LW1672* NAVD 88     -       180.158  (meters)     591.07   (feet)  ADJUSTED  
 LW1672  ___________________________________________________________________
 LW1672  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW1672  DYNAMIC HT  -         180.098 (meters)     590.87  (feet)  COMP
 LW1672  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LW1672
 LW1672  VERT ORDER  -  FIRST     CLASS II
 LW1672
 LW1672.The horizontal coordinates were scaled from a topographic map and have
 LW1672.an estimated accuracy of +/- 6 seconds.
 LW1672
 LW1672.The orthometric height was determined by differential leveling
 LW1672.and adjusted by the National Geodetic Survey in June 1991..
 LW1672
 LW1672.The geoid height was determined by GEOID03.
 LW1672
 LW1672.The dynamic height is computed by dividing the NAVD 88
 LW1672.geopotential number by the normal gravity value computed on the
 LW1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1672.degrees latitude (g = 980.6199 gals.).
 LW1672
 LW1672.The modeled gravity was interpolated from observed gravity values.
 LW1672
 LW1672;                    North         East    Units  Estimated Accuracy
 LW1672;SPC CT       -   276,520.      369,130.      MT  (+/- 180 meters Scaled)
 LW1672
 LW1672                          SUPERSEDED SURVEY CONTROL
 LW1672
 LW1672.No superseded survey control is available for this station.
 LW1672
 LW1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG534483(NAD 83)
 LW1672_MARKER: DD = SURVEY DISK
 LW1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1672_SP_SET: CONCRETE POST
 LW1672_STAMPING: 1993
 LW1672_MARK LOGO: CTGS  
 LW1672_PROJECTION: PROJECTING 5 CENTIMETERS
 LW1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1672+STABILITY: SURFACE MOTION
 LW1672
 LW1672  HISTORY     - Date     Condition        Report By
 LW1672  HISTORY     - UNK      MONUMENTED       CTGS
 LW1672  HISTORY     - 1984     GOOD             NGS
 LW1672  HISTORY     - 1986     GOOD             NGS
 LW1672  HISTORY     - 19961020 GOOD             USPSQD
 LW1672
 LW1672                          STATION DESCRIPTION
 LW1672
 LW1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1672'IN WOODSTOCK.
 LW1672'IN WOODSTOCK, 0.5 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 169 FROM THE
 LW1672'POST OFFICE, IN THE FRONT LAWN OF THE CONGREGATIONAL CHURCH, 7.16
 LW1672'METERS (23.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 33.83 METERS
 LW1672'(111.0 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
 LW1672'16.45 METERS (54.0 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM POWER
 LW1672'POLE 1281.
 LW1672'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LW1672'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1672
 LW1672                          STATION RECOVERY (1986)
 LW1672
 LW1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1672'RECOVERED IN GOOD CONDITION.
 LW1672
 LW1672                          STATION RECOVERY (1996)
 LW1672
 LW1672'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2324 ***********************************************************************
 MY2324  DESIGNATION -  1996 X
 MY2324  PID         -  MY2324
 MY2324  STATE/COUNTY-  CT/WINDHAM
 MY2324  USGS QUAD   -  WEBSTER (1979)
 MY2324
 MY2324                         *CURRENT SURVEY CONTROL
 MY2324  ___________________________________________________________________
 MY2324* NAD 83(1986)-  42 01 25.     (N)    071 57 01.     (W)     SCALED    
 MY2324* NAVD 88     -       116.009  (meters)     380.61   (feet)  ADJUSTED  
 MY2324  ___________________________________________________________________
 MY2324  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MY2324  DYNAMIC HT  -         115.972 (meters)     380.48  (feet)  COMP
 MY2324  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 MY2324
 MY2324  VERT ORDER  -  FIRST     CLASS II
 MY2324
 MY2324.The horizontal coordinates were scaled from a topographic map and have
 MY2324.an estimated accuracy of +/- 6 seconds.
 MY2324
 MY2324.The orthometric height was determined by differential leveling
 MY2324.and adjusted by the National Geodetic Survey in June 1991..
 MY2324
 MY2324.The geoid height was determined by GEOID03.
 MY2324
 MY2324.The dynamic height is computed by dividing the NAVD 88
 MY2324.geopotential number by the normal gravity value computed on the
 MY2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2324.degrees latitude (g = 980.6199 gals.).
 MY2324
 MY2324.The modeled gravity was interpolated from observed gravity values.
 MY2324
 MY2324;                    North         East    Units  Estimated Accuracy
 MY2324;SPC CT       -   284,900.      371,030.      MT  (+/- 180 meters Scaled)
 MY2324
 MY2324                          SUPERSEDED SURVEY CONTROL
 MY2324
 MY2324.No superseded survey control is available for this station.
 MY2324
 MY2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG557566(NAD 83)
 MY2324_MARKER: DD = SURVEY DISK
 MY2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY2324_SP_SET: CONCRETE POST
 MY2324_STAMPING: 1996 X
 MY2324_MARK LOGO: CTGS  
 MY2324_PROJECTION: RECESSED 4 CENTIMETERS
 MY2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY2324+STABILITY: SURFACE MOTION
 MY2324
 MY2324  HISTORY     - Date     Condition        Report By
 MY2324  HISTORY     - UNK      MONUMENTED       CTGS
 MY2324  HISTORY     - 1986     GOOD             NGS
 MY2324  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 MY2324
 MY2324                          STATION DESCRIPTION
 MY2324
 MY2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2324'IN QUINEBAUG.
 MY2324'IN QUINEBAUG IN THE WEST ANGLE OF THE INTERSECTION OF STATE HIGHWAY
 MY2324'131 AND STATE HIGHWAY 197.  IT IS 8.84 METERS (29.0 FT) SOUTHWEST OF
 MY2324'THE CENTERLINE OF STATE HIGHWAY 131, 23.47 METERS (77.0 FT) SOUTHEAST
 MY2324'OF UTILITY POLE NO. 2132 AND 22.98 METERS (75.4 FT) NORTHWEST OF
 MY2324'UTILITY POLE NO. 1579.
 MY2324'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MY2324
 MY2324                          STATION RECOVERY (1996)
 MY2324
 MY2324'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY2324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2321 ***********************************************************************
 MY2321  DESIGNATION -  1998
 MY2321  PID         -  MY2321
 MY2321  STATE/COUNTY-  CT/WINDHAM
 MY2321  USGS QUAD   -  WEBSTER (1979)
 MY2321
 MY2321                         *CURRENT SURVEY CONTROL
 MY2321  ___________________________________________________________________
 MY2321* NAD 83(1986)-  42 00 18.     (N)    071 54 39.     (W)     SCALED    
 MY2321* NAVD 88     -       131.000  (meters)     429.79   (feet)  ADJUSTED  
 MY2321  ___________________________________________________________________
 MY2321  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 MY2321  DYNAMIC HT  -         130.958 (meters)     429.65  (feet)  COMP
 MY2321  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 MY2321
 MY2321  VERT ORDER  -  FIRST     CLASS II
 MY2321
 MY2321.The horizontal coordinates were scaled from a topographic map and have
 MY2321.an estimated accuracy of +/- 6 seconds.
 MY2321
 MY2321.The orthometric height was determined by differential leveling
 MY2321.and adjusted by the National Geodetic Survey in June 1991..
 MY2321
 MY2321.The geoid height was determined by GEOID03.
 MY2321
 MY2321.The dynamic height is computed by dividing the NAVD 88
 MY2321.geopotential number by the normal gravity value computed on the
 MY2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2321.degrees latitude (g = 980.6199 gals.).
 MY2321
 MY2321.The modeled gravity was interpolated from observed gravity values.
 MY2321
 MY2321;                    North         East    Units  Estimated Accuracy
 MY2321;SPC CT       -   282,870.      374,320.      MT  (+/- 180 meters Scaled)
 MY2321
 MY2321                          SUPERSEDED SURVEY CONTROL
 MY2321
 MY2321.No superseded survey control is available for this station.
 MY2321
 MY2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG589544(NAD 83)
 MY2321_MARKER: DB = BENCH MARK DISK
 MY2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY2321_SP_SET: CONCRETE POST
 MY2321_STAMPING: 1998
 MY2321_MARK LOGO: CTGS  
 MY2321_PROJECTION: RECESSED 10 CENTIMETERS
 MY2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY2321+STABILITY: SURFACE MOTION
 MY2321
 MY2321  HISTORY     - Date     Condition        Report By
 MY2321  HISTORY     - 1940     MONUMENTED       CTGS
 MY2321  HISTORY     - 1986     GOOD             NGS
 MY2321  HISTORY     - 20040415 POOR             GEOCAC
 MY2321
 MY2321                          STATION DESCRIPTION
 MY2321
 MY2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2321'3.5 KM (2.15 MI) NORTH FROM NORTH GROSVENOR DALE.
 MY2321'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 MY2321'NORTH GROSVENOR DALE, THENCE 1.8 KM (1.1 MI) NORTHWEST ALONG STATE
 MY2321'HIGHWAY 131 TO THE MARK ON THE RIGHT.  ALSO 3.9 KM (2.45 MI) SOUTHEAST
 MY2321'ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF STATE HIGHWAY 197 IN
 MY2321'QUINEBAUG.  IT IS 4.57 METERS (15.0 FT) NORTHEAST OF THE CENTERLINE OF
 MY2321'THE HIGHWAY, 23.47 METERS (77.0 FT) SOUTHEAST OF THE EXTENDED CENTER
 MY2321'OF KAPITULIK ROAD AND 5.46 METERS (17.9 FT) NORTHWEST OF THE NORTHWEST
 MY2321'POST OF A WIRE CABLE GUARDRAIL.
 MY2321'THE MARK IS 0.1 M BELOW HIGHWAY.
 MY2321
 MY2321                          STATION RECOVERY (2004)
 MY2321
 MY2321'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY2321'STATION HAS GOUGES ALL OVER IT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2320 ***********************************************************************
 MY2320  DESIGNATION -  1999
 MY2320  PID         -  MY2320
 MY2320  STATE/COUNTY-  CT/WINDHAM
 MY2320  USGS QUAD   -  WEBSTER (1979)
 MY2320
 MY2320                         *CURRENT SURVEY CONTROL
 MY2320  ___________________________________________________________________
 MY2320* NAD 83(1986)-  42 00 04.     (N)    071 54 22.     (W)     SCALED    
 MY2320* NAVD 88     -       138.147  (meters)     453.24   (feet)  ADJUSTED  
 MY2320  ___________________________________________________________________
 MY2320  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 MY2320  DYNAMIC HT  -         138.103 (meters)     453.09  (feet)  COMP
 MY2320  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 MY2320
 MY2320  VERT ORDER  -  FIRST     CLASS II
 MY2320
 MY2320.The horizontal coordinates were scaled from a topographic map and have
 MY2320.an estimated accuracy of +/- 6 seconds.
 MY2320
 MY2320.The orthometric height was determined by differential leveling
 MY2320.and adjusted by the National Geodetic Survey in June 1991..
 MY2320
 MY2320.The geoid height was determined by GEOID03.
 MY2320
 MY2320.The dynamic height is computed by dividing the NAVD 88
 MY2320.geopotential number by the normal gravity value computed on the
 MY2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2320.degrees latitude (g = 980.6199 gals.).
 MY2320
 MY2320.The modeled gravity was interpolated from observed gravity values.
 MY2320
 MY2320;                    North         East    Units  Estimated Accuracy
 MY2320;SPC CT       -   282,440.      374,720.      MT  (+/- 180 meters Scaled)
 MY2320
 MY2320                          SUPERSEDED SURVEY CONTROL
 MY2320
 MY2320.No superseded survey control is available for this station.
 MY2320
 MY2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG593539(NAD 83)
 MY2320_MARKER: DD = SURVEY DISK
 MY2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY2320_SP_SET: CONCRETE POST
 MY2320_STAMPING: 1999
 MY2320_MARK LOGO: CTGS  
 MY2320_PROJECTION: PROJECTING 2 CENTIMETERS
 MY2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY2320+STABILITY: SURFACE MOTION
 MY2320
 MY2320  HISTORY     - Date     Condition        Report By
 MY2320  HISTORY     - 1937     MONUMENTED       CTGS
 MY2320  HISTORY     - 1986     GOOD             NGS
 MY2320  HISTORY     - 20040417 MARK NOT FOUND   GEOCAC
 MY2320
 MY2320                          STATION DESCRIPTION
 MY2320
 MY2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2320'2.9 KM (1.8 MI) NORTH FROM NORTH GROSVENOR DALE.
 MY2320'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 MY2320'NORTH GROSVENOR DALE, THENCE 1.2 KM (0.75 MI) NORTHWEST ALONG STATE
 MY2320'HIGHWAY 131 TO THE MARK ON THE RIGHT.  IT IS 9.45 METERS (31.0 FT)
 MY2320'NORTHEAST OF THE CENTER OF A PAVED ROAD AND 4.72 METERS (15.5 FT)
 MY2320'SOUTHEAST OF UTILITY POLE NO. 1151.
 MY2320'THE MARK IS 1.5 M ABOVE HIGHWAY.
 MY2320
 MY2320                          STATION RECOVERY (2004)
 MY2320
 MY2320'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY2320'I COULD NOT FIND THE MARK EVEN WITH THE METAL DETECTOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2357 ***********************************************************************
 LX2357  DESIGNATION -  2
 LX2357  PID         -  LX2357
 LX2357  STATE/COUNTY-  CT/FAIRFIELD
 LX2357  USGS QUAD   -  NEWTOWN (1984)
 LX2357
 LX2357                         *CURRENT SURVEY CONTROL
 LX2357  ___________________________________________________________________
 LX2357* NAD 83(1986)-  41 24 48.     (N)    073 18 28.     (W)     SCALED    
 LX2357* NAVD 88     -       169.831  (meters)     557.19   (feet)  ADJUSTED  
 LX2357  ___________________________________________________________________
 LX2357  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2357  DYNAMIC HT  -         169.774 (meters)     557.00  (feet)  COMP
 LX2357  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 LX2357
 LX2357  VERT ORDER  -  FIRST     CLASS II
 LX2357
 LX2357.The horizontal coordinates were scaled from a topographic map and have
 LX2357.an estimated accuracy of +/- 6 seconds.
 LX2357
 LX2357.The orthometric height was determined by differential leveling
 LX2357.and adjusted by the National Geodetic Survey in June 1991..
 LX2357
 LX2357.The geoid height was determined by GEOID03.
 LX2357
 LX2357.The dynamic height is computed by dividing the NAVD 88
 LX2357.geopotential number by the normal gravity value computed on the
 LX2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2357.degrees latitude (g = 980.6199 gals.).
 LX2357
 LX2357.The modeled gravity was interpolated from observed gravity values.
 LX2357
 LX2357;                    North         East    Units  Estimated Accuracy
 LX2357;SPC CT       -   216,960.      258,170.      MT  (+/- 180 meters Scaled)
 LX2357
 LX2357                          SUPERSEDED SURVEY CONTROL
 LX2357
 LX2357.No superseded survey control is available for this station.
 LX2357
 LX2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL414860(NAD 83)
 LX2357_MARKER: DD = SURVEY DISK
 LX2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2357_SP_SET: CONCRETE POST
 LX2357_STAMPING: 2
 LX2357_MARK LOGO: CTDT  
 LX2357_PROJECTION: PROJECTING 10 CENTIMETERS
 LX2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2357+STABILITY: SURFACE MOTION
 LX2357
 LX2357  HISTORY     - Date     Condition        Report By
 LX2357  HISTORY     - UNK      MONUMENTED       CTDT
 LX2357  HISTORY     - 1985     GOOD             NGS
 LX2357
 LX2357                          STATION DESCRIPTION
 LX2357
 LX2357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2357'IN NEWTOWN.
 LX2357'IN NEWTOWN, AT THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 25, AT
 LX2357'THE NORTHWEST CORNER OF THE TRINITY EPISCOPAL CHURCH PROPERTY,
 LX2357'10.88 METERS (35.7 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 25,
 LX2357'8.96 METERS (29.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 6,
 LX2357'14.93 METERS (49.0 FT) SOUTHEAST OF A LARGE FLAG POLE IN THE JUNCTION
 LX2357'OF THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1884 ***********************************************************************
 LX1884  DESIGNATION -  2
 LX1884  PID         -  LX1884
 LX1884  STATE/COUNTY-  CT/FAIRFIELD
 LX1884  USGS QUAD   -  BETHEL (1984)
 LX1884
 LX1884                         *CURRENT SURVEY CONTROL
 LX1884  ___________________________________________________________________
 LX1884* NAD 83(1986)-  41 19 19.     (N)    073 28 32.     (W)     SCALED    
 LX1884* NAVD 88     -       154.552  (meters)     507.06   (feet)  ADJUSTED  
 LX1884  ___________________________________________________________________
 LX1884  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1884  DYNAMIC HT  -         154.498 (meters)     506.88  (feet)  COMP
 LX1884  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LX1884
 LX1884  VERT ORDER  -  FIRST     CLASS II
 LX1884
 LX1884.The horizontal coordinates were scaled from a topographic map and have
 LX1884.an estimated accuracy of +/- 6 seconds.
 LX1884
 LX1884.The orthometric height was determined by differential leveling
 LX1884.and adjusted by the National Geodetic Survey in June 1991..
 LX1884
 LX1884.The geoid height was determined by GEOID03.
 LX1884
 LX1884.The dynamic height is computed by dividing the NAVD 88
 LX1884.geopotential number by the normal gravity value computed on the
 LX1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1884.degrees latitude (g = 980.6199 gals.).
 LX1884
 LX1884.The modeled gravity was interpolated from observed gravity values.
 LX1884
 LX1884;                    North         East    Units  Estimated Accuracy
 LX1884;SPC CT       -   206,920.      244,060.      MT  (+/- 180 meters Scaled)
 LX1884
 LX1884                          SUPERSEDED SURVEY CONTROL
 LX1884
 LX1884.No superseded survey control is available for this station.
 LX1884
 LX1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL275756(NAD 83)
 LX1884_MARKER: DD = SURVEY DISK
 LX1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1884_SP_SET: CONCRETE POST
 LX1884_STAMPING: 2
 LX1884_MARK LOGO: CTDT  
 LX1884_PROJECTION: PROJECTING 30 CENTIMETERS
 LX1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1884+STABILITY: SURFACE MOTION
 LX1884
 LX1884  HISTORY     - Date     Condition        Report By
 LX1884  HISTORY     - UNK      MONUMENTED       CTDT
 LX1884  HISTORY     - 1984     GOOD             NGS
 LX1884
 LX1884                          STATION DESCRIPTION
 LX1884
 LX1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1884'IN RIDGEFIELD.
 LX1884'IN RIDGEFIELD, 0.1 KM (0.05 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM
 LX1884'THE JUNCTION OF STATE HIGHWAY 35 TO THE MARK ON THE LEFT, 3.57 METERS
 LX1884'(11.7 FT) EAST OF THE EAST CURB OF HIGHWAY 7, 43.59 METERS (143.0 FT)
 LX1884'SOUTH OF THE EXTENDED CENTERLINE OF HIGHWAY 35, 10.24 METERS (33.6 FT)
 LX1884'NORTH OF UTILITY POLE 22311, 2.96 METERS (9.7 FT) NORTHEAST OF BENCH
 LX1884'MARK 1.
 LX1884'THE MARK IS 0.50 METERS  NNW FROM A WITNESS POST.
 LX1884'THE MARK IS 1.00 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3331 ***********************************************************************
 LW3331  DESIGNATION -  2
 LW3331  PID         -  LW3331
 LW3331  STATE/COUNTY-  CT/NEW LONDON
 LW3331  USGS QUAD   -  WATCH HILL (1984)
 LW3331
 LW3331                         *CURRENT SURVEY CONTROL
 LW3331  ___________________________________________________________________
 LW3331* NAD 83(1996)-  41 19 23.63589(N)    071 51 36.55008(W)     ADJUSTED  
 LW3331* NAVD 88     -         4.5    (meters)      15.     (feet)  VERTCON   
 LW3331  ___________________________________________________________________
 LW3331  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 LW3331  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3331
 LW3331  HORZ ORDER  -  SECOND
 LW3331
 LW3331.The horizontal coordinates were established by classical geodetic methods
 LW3331.and adjusted by the National Geodetic Survey in August 1998..
 LW3331
 LW3331.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3331
 LW3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3331
 LW3331.The geoid height was determined by GEOID03.
 LW3331
 LW3331;                    North         East     Units Scale Factor Converg.
 LW3331;SPC CT       -   207,190.773   379,299.050   MT  0.99998985   +0 35 24.1
 LW3331;SPC CT       -   679,758.39  1,244,416.97   sFT  0.99998985   +0 35 24.1
 LW3331;SPC RI       -    26,705.059    69,847.156   MT  1.00000493   -0 14 16.1
 LW3331;SPC RI       -    87,614.85    229,156.88   sFT  1.00000493   -0 14 16.1
 LW3331;UTM  19      - 4,578,586.829   260,622.832   MT  1.00030526   -1 53 22.1
 LW3331
 LW3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3331!SPC CT       -   1.00000410  x   0.99998985  =   0.99999395
 LW3331!SPC RI       -   1.00000410  x   1.00000493  =   1.00000903
 LW3331!UTM  19      -   1.00000410  x   1.00030526  =   1.00030936
 LW3331
 LW3331:                Primary Azimuth Mark                     Grid Az
 LW3331:SPC CT       -  GARDNERS BARN CUPOLA                     061 40 19.0
 LW3331:SPC RI       -  GARDNERS BARN CUPOLA                     062 29 59.2
 LW3331:UTM  19      -  GARDNERS BARN CUPOLA                     064 09 05.2
 LW3331
 LW3331|---------------------------------------------------------------------|
 LW3331| PID    Reference Object                     Distance      Geod. Az  |
 LW3331|                                                           dddmmss.s |
 LW3331| LW3303 GARDNERS BARN CUPOLA                APPROX. 1.6 KM 0621543.1 |
 LW3331| CB6754 2 RM 2                               11.699 METERS 08906     |
 LW3331| LW3330 MISQUAMICUT CLUBHOUSE               APPROX. 2.2 KM 0950129.7 |
 LW3331| LW3318 BABCOCK CUPOLA                      APPROX. 1.6 KM 1185233.6 |
 LW3331| LW3298 WATCH HILL WINDMILL                 APPROX. 1.3 KM 1385233.8 |
 LW3331| LW3311 TRUMBELL FLAGPOLE                   APPROX. 0.5 KM 1422650.0 |
 LW3331| LW3316 PHELPS                              APPROX. 1.4 KM 1554335.0 |
 LW3331| LW3339 WATCH HILL OCEAN HOUSE FLAG         APPROX. 1.5 KM 1591617.1 |
 LW3331| LW3437 STONINGTON MUN TANK                 APPROX. 3.7 KM 2940834.2 |
 LW3331| LW3335 BARN ISLAND CHIMNEY                 APPROX. 0.9 KM 3171358.2 |
 LW3331| CB6753 2 RM 1                               27.804 METERS 34858     |
 LW3331|---------------------------------------------------------------------|
 LW3331
 LW3331                          SUPERSEDED SURVEY CONTROL
 LW3331
 LW3331  NAD 83(1992)-  41 19 23.63457(N)    071 51 36.54928(W) AD(       ) 2
 LW3331  NAD 83(1986)-  41 19 23.63392(N)    071 51 36.55173(W) AD(       ) 2
 LW3331  NAD 27      -  41 19 23.27609(N)    071 51 38.30281(W) AD(       ) 2
 LW3331  NGVD 29 (07/19/86)    4.8    (m)           16.     (f) VERT ANG       
 LW3331
 LW3331.Superseded values are not recommended for survey control.
 LW3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3331.See file dsdata.txt to determine how the superseded data were derived.
 LW3331
 LW3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6062378587(NAD 83)
 LW3331_MARKER: DD = SURVEY DISK
 LW3331_SETTING: 80 = SET IN A BOULDER
 LW3331_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3331+STABILITY: SURFACE MOTION
 LW3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3331+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 LW3331
 LW3331  HISTORY     - Date     Condition        Report By
 LW3331  HISTORY     - 1934     MONUMENTED       USE
 LW3331  HISTORY     - 1954     GOOD             CGS
 LW3331  HISTORY     - 1961     GOOD             CGS
 LW3331  HISTORY     - 1975     GOOD             NGS
 LW3331  HISTORY     - 1984     GOOD             USPSQD
 LW3331  HISTORY     - 20050512 GOOD             NRCS
 LW3331
 LW3331                          STATION DESCRIPTION
 LW3331
 LW3331'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3331'THE STATION IS LOCATED ON THE SOUTHERN END OF PAWCATUCK POINT
 LW3331'ON THE W BANK OF THE PAWCATUCK RIVER, OPPOSITE WATCH HILL.  THERE
 LW3331'ARE NO HOUSES ON THE POINT, WHICH IS COVERED WITH BOULDERS AND IS
 LW3331'HEAVILY WOODED ABOUT 200 METERS BACK OF THE SHORE.
 LW3331'
 LW3331'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3331'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO. 1 AND
 LW3331'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN
 LW3331'NOTE 12C.
 LW3331'
 LW3331'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3331'HOLES IN TWO BOULDERS WESTERLY AND NORTHERLY OF THE STATION
 LW3331'RESPECTIVELY.
 LW3331'
 LW3331'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3331
 LW3331                          STATION RECOVERY (1954)
 LW3331
 LW3331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3331'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3331'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3331'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW3331'WITH THE FOLLOWING ADDITIONS--
 LW3331'
 LW3331'A BROWN SHINGLED TWO-STORY HOUSE HAS BEEN BUILT ABOUT 300 FT. N
 LW3331'OF THE STATION.
 LW3331'
 LW3331'STATION MARK IS STAMPED USE 2 1934.
 LW3331'
 LW3331'REFERENCE MARK 1 IS STAMPED USE 2 NO 1 1934.
 LW3331'
 LW3331'REFERENCE MARK 2 IS STAMPED USE 2 NO 2 1934.
 LW3331
 LW3331                          STATION RECOVERY (1961)
 LW3331
 LW3331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LW3331'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LW3331'AS DESCRIBED BY G.C.M. IN 1934.  STATION IS STAMPED U.S.E.-2
 LW3331'1934 AND REFERENCE MARKS ARE STAMPED U.S.E.-2 NO. 1 1934 AND
 LW3331'U.S.E.-2 NO. 2 1934.
 LW3331
 LW3331                          STATION RECOVERY (1975)
 LW3331
 LW3331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3331'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW3331'CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS CHECKED WITH THE
 LW3331'1934 DATA.  THE DISTANCE FROM THE STATION TO THE REFERENCE MARKS
 LW3331'CHECKED.  THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2
 LW3331'WAS FOUND SHORTER BY 0.28 FOOT.  DUE TO CHANGES A COMPLETE NEW
 LW3331'DESCRIPTION FOLLOWS.
 LW3331'
 LW3331'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF PAWCATUCK, 2-1/2
 LW3331'MILES SOUTHEAST OF STONINGTON AND ON THE SOUTHERN END OF
 LW3331'PAWCATUCK POINT AND ON THE WEST BANK OF THE PAWCATUCK RIVER.  IT
 LW3331'IS ON THE PROPERTY OF MRS. MOORE, WHO LIVES JUST EAST OF THE
 LW3331'STATION.
 LW3331'
 LW3331'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 1 AND
 LW3331'STATE HIGHWAY 2 IN PAWCATUCK, CONNECTICUT, AT THE CONNECTICUT-RHODE
 LW3331'ISLAND STATE LINE, GO WESTERLY ON U.S. HIGHWAY 1 FOR 2.5 MILES TO
 LW3331'GREENHAVEN ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ON
 LW3331'GREENHAVEN ROAD FOR 2.7 MILES TO WHERE GREENHAVEN ROAD TURNS
 LW3331'SHARPLY TO THE LEFT AND A SIDE ROAD RIGHT AND A SIGN (OSBROOK
 LW3331'POINT PRIVATE ROAD).  TURN RIGHT AND GO SOUTHWESTERLY ON A
 LW3331'PAVED ROAD FOR 1.45 MILES TO THE END OF THE PAVED ROAD AND MRS.
 LW3331'MOORES HOUSE AND THE STATION BEHIND THE HOUSE AS DESCRIBED.
 LW3331'
 LW3331'THE STATION MARK IS A STANDARD DISK STAMPED USE 2 1934.  IT IS
 LW3331'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS
 LW3331'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 163 FEET WEST OF THE
 LW3331'SOUTHWEST CORNER OF MRS. MOORES HOUSE, 152 FEET SOUTH-SOUTHWEST OF
 LW3331'THE NORTHWEST CORNER OF A STONE PATIO JOINING THE HOUSE AND 130
 LW3331'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STONE PATIO.
 LW3331'
 LW3331'REFERENCE MARK 1, A STANDARD DISK STAMPED USE 2 NO 1 1934, IS
 LW3331'CEMENTED IN A DRILL HOLE IN A 5 BY 6 FOOT BOULDER THAT PROJECTS
 LW3331'18 INCHES ABOVE THE GROUND SURFACE.  IT IS 160 FEET WEST-NORTHWEST
 LW3331'OF THE SOUTHWEST CORNER OF THE HOUSE, 98 FEET WEST OF THE
 LW3331'SOUTHWEST CORNER OF THE PATIO AND 86 FEET WEST-SOUTHWEST OF THE
 LW3331'NORTHWEST CORNER OF THE PATIO.
 LW3331'
 LW3331'REFERENCE MARK 2, A STANDARD DISK STAMPED USE 2 NO 2 1934, IS
 LW3331'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT PROJECTS 2
 LW3331'INCHES ABOVE THE GROUND SURFACE.  IT IS 143 FEET SOUTH OF THE
 LW3331'NORTHWEST CORNER OF THE PATIO, 130 FEET WEST-SOUTHWEST OF THE
 LW3331'SOUTHWEST CORNER OF THE HOUSE AND 110 FEET SOUTHWEST OF THE
 LW3331'SOUTHWEST CORNER OF THE PATIO.
 LW3331'
 LW3331'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 LW3331'
 LW3331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3331'2-1/2 MILES SOUTHEAST OF STONINGTON.
 LW3331
 LW3331                          STATION RECOVERY (1984)
 LW3331
 LW3331'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWG)
 LW3331'USE 2 1934 RECOVERED IN GOOD CONDITION.
 LW3331'
 LW3331'REF. MARK 1 IS STAMPED USE 2 NO 1 1934.  RECOVERED IN GOOD
 LW3331'CONDITION.
 LW3331'
 LW3331'REF. MARK 2 IS STAMPED USE 2 NO 2 1934 RECOVERED IN GOOD
 LW3331'CONDITION.
 LW3331'
 LW3331'NOTE--A LARGE RANCH TYPE HOUSE OWNED BY A MR. GILBERT OF DARIEN,
 LW3331'CT. HAS NOW BEEN BUILT ON THE POINT.  THE STATION AND REFERENCE MARK
 LW3331'ARE STILL IN TACK AND CAN BE FOUND IN THE FRONT YARD ON CLEAR
 LW3331'GROUND ABOUT 120 FT. SOUTHWEST OF THE HOUSE.
 LW3331
 LW3331                          STATION RECOVERY (2005)
 LW3331
 LW3331'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW3331'STATION, RM1, AND RM2 ALL RECOVERED IN GOOD CONDITION.  SITE SUITABLE
 LW3331'FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5098 ***********************************************************************
 LX5098  DESIGNATION -  2
 LX5098  PID         -  LX5098
 LX5098  STATE/COUNTY-  CT/NEW LONDON
 LX5098  USGS QUAD   -  UNCASVILLE (1984)
 LX5098
 LX5098                         *CURRENT SURVEY CONTROL
 LX5098  ___________________________________________________________________
 LX5098* NAD 83(1996)-  41 26 42.13332(N)    072 05 15.51362(W)     ADJUSTED  
 LX5098* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 LX5098  ___________________________________________________________________
 LX5098  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX5098  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5098
 LX5098  HORZ ORDER  -  THIRD
 LX5098
 LX5098.The horizontal coordinates were established by classical geodetic methods
 LX5098.and adjusted by the National Geodetic Survey in August 1998..
 LX5098
 LX5098.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5098
 LX5098.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5098
 LX5098.The geoid height was determined by GEOID03.
 LX5098
 LX5098;                    North         East     Units Scale Factor Converg.
 LX5098;SPC CT       -   220,546.946   360,150.234   MT  0.99998433   +0 26 21.1
 LX5098;SPC CT       -   723,577.77  1,181,592.89   sFT  0.99998433   +0 26 21.1
 LX5098;UTM  18      - 4,592,256.924   743,291.971   MT  1.00032850   +1 55 43.1
 LX5098
 LX5098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5098!SPC CT       -   1.00000388  x   0.99998433  =   0.99998821
 LX5098!UTM  18      -   1.00000388  x   1.00032850  =   1.00033238
 LX5098
 LX5098:                Primary Azimuth Mark                     Grid Az
 LX5098:SPC CT       -  SMITHS SILO                              024 04 47.1
 LX5098:UTM  18      -  SMITHS SILO                              022 35 25.1
 LX5098
 LX5098|---------------------------------------------------------------------|
 LX5098| PID    Reference Object                     Distance      Geod. Az  |
 LX5098|                                                           dddmmss.s |
 LX5098| LX5108 SMITHS SILO                         APPROX. 2.0 KM 0243108.2 |
 LX5098| LX5109 SMITHS CHIMNEY                      APPROX. 1.9 KM 0261426.9 |
 LX5098| LX5104 LONG REACH LOWER LIGHT 8            APPROX. 0.6 KM 0505047.8 |
 LX5098| LX5117 LONG REACH UPPER LIGHT 9            APPROX. 1.5 KM 0531153.4 |
 LX5098| LX5147 ALLYN POINT LIGHT 6                 327.033 METERS 11827     |
 LX5098| CZ6885 2 RM 1                                             24348     |
 LX5098| CZ6886 2 RM 2                               15.280 METERS 29234     |
 LX5098|---------------------------------------------------------------------|
 LX5098
 LX5098                          SUPERSEDED SURVEY CONTROL
 LX5098
 LX5098  NAD 83(1992)-  41 26 42.13226(N)    072 05 15.51292(W) AD(       ) 3
 LX5098  NAD 83(1986)-  41 26 42.13312(N)    072 05 15.51601(W) AD(       ) 3
 LX5098  NAD 27      -  41 26 41.78500(N)    072 05 17.22800(W) AD(       ) 3
 LX5098  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 LX5098
 LX5098.Superseded values are not recommended for survey control.
 LX5098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5098.See file dsdata.txt to determine how the superseded data were derived.
 LX5098
 LX5098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4329292257(NAD 83)
 LX5098_MARKER: DD = SURVEY DISK
 LX5098_SETTING: 66 = SET IN ROCK OUTCROP
 LX5098_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX5098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5098+STABILITY: POSITION/ELEVATION WELL
 LX5098
 LX5098  HISTORY     - Date     Condition        Report By
 LX5098  HISTORY     - 1934     MONUMENTED       USE
 LX5098  HISTORY     - 1966     GOOD             CGS
 LX5098  HISTORY     - 1984     GOOD             USPSQD
 LX5098
 LX5098                          STATION DESCRIPTION
 LX5098
 LX5098'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5098'THE STATION IS LOCATED ON THE W SIDE OF THE THAMES RIVER 1/4 MILE
 LX5098'N OF HORTON COVE.  THE STATION IS MARKED BY A STANDARD DISK SET IN A
 LX5098'DRILL HOLE IN THE TOP OF THE LEDGE AT THE EXTREME E END OF A SMALL
 LX5098'ROCKY PROMONTORY THAT LIES E OF THE CENTRAL VERMONT RAILROAD
 LX5098'AND IS CONNECTED TO THE MAINLAND BY A SANDY MARSH.
 LX5098'
 LX5098'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN DRILL
 LX5098'HOLES IN THE LEDGES SW AND NW OF THE STATION RESPECTIVELY.
 LX5098'
 LX5098'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5098
 LX5098                          STATION RECOVERY (1966)
 LX5098
 LX5098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5098'STATION RECOVERED IN GOOD CONDITION.
 LX5098
 LX5098                          STATION RECOVERY (1984)
 LX5098
 LX5098'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5098'U.S.E. 2 1934 FOUND GOOD.
 LX5098'U.S.E. 2 1934 RM 1 FOUND GOOD.
 LX5098'U.S.E. 2 1934 RM 2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3400 ***********************************************************************
 LX3400  DESIGNATION -  2
 LX3400  PID         -  LX3400
 LX3400  STATE/COUNTY-  CT/NEW LONDON
 LX3400  USGS QUAD   -  UNCASVILLE (1984)
 LX3400
 LX3400                         *CURRENT SURVEY CONTROL
 LX3400  ___________________________________________________________________
 LX3400* NAD 83(1986)-  41 29 41.     (N)    072 05 59.     (W)     SCALED    
 LX3400* NAVD 88     -         9.695  (meters)      31.81   (feet)  ADJUSTED  
 LX3400  ___________________________________________________________________
 LX3400  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX3400  DYNAMIC HT  -           9.692 (meters)      31.80  (feet)  COMP
 LX3400  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LX3400
 LX3400  VERT ORDER  -  FIRST     CLASS II
 LX3400
 LX3400.The horizontal coordinates were scaled from a topographic map and have
 LX3400.an estimated accuracy of +/- 6 seconds.
 LX3400
 LX3400.The orthometric height was determined by differential leveling
 LX3400.and adjusted by the National Geodetic Survey in June 1991..
 LX3400
 LX3400.The geoid height was determined by GEOID03.
 LX3400
 LX3400.The dynamic height is computed by dividing the NAVD 88
 LX3400.geopotential number by the normal gravity value computed on the
 LX3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3400.degrees latitude (g = 980.6199 gals.).
 LX3400
 LX3400.The modeled gravity was interpolated from observed gravity values.
 LX3400
 LX3400;                    North         East    Units  Estimated Accuracy
 LX3400;SPC CT       -   226,060.      359,100.      MT  (+/- 180 meters Scaled)
 LX3400
 LX3400                          SUPERSEDED SURVEY CONTROL
 LX3400
 LX3400.No superseded survey control is available for this station.
 LX3400
 LX3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL420977(NAD 83)
 LX3400_MARKER: DD = SURVEY DISK
 LX3400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3400_SP_SET: CONCRETE POST
 LX3400_STAMPING: 2
 LX3400_MARK LOGO: CTDT  
 LX3400_PROJECTION: PROJECTING 15 CENTIMETERS
 LX3400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3400+STABILITY: SURFACE MOTION
 LX3400
 LX3400  HISTORY     - Date     Condition        Report By
 LX3400  HISTORY     - UNK      MONUMENTED       CTDT
 LX3400  HISTORY     - 1986     GOOD             NGS
 LX3400  HISTORY     - 1989     GOOD             USPSQD
 LX3400  HISTORY     - 19900428 GOOD             USPSQD
 LX3400
 LX3400                          STATION DESCRIPTION
 LX3400
 LX3400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3400'3.9 KM (2.4 MI) SE FROM NORWICH.
 LX3400'3.9 KM (2.4 MI) SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION
 LX3400'OF STATE HIGHWAY 82 IN NORWICH TO THE MARK ON THE RIGHT ON THE SOUTH
 LX3400'SIDE OF TRADING COVE BROOK AT THE NORWICH-MONTVILLE TOWN LINE.  ALSO
 LX3400'1.35 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE STATE HIGHWAY
 LX3400'2A OVERPASS IN MONTVILLE.  IT IS 9.75 METERS (32.0 FT) NORTHWEST OF
 LX3400'THE CENTERLINE OF THE HIGHWAY, 1.89 METERS (6.2 FT) NORTHWEST OF A
 LX3400'GALVANIZED STEEL GUARDRAIL AND 0.55 METER (1.8 FT) NORTHEAST OF THE
 LX3400'MONTVILLE-NORWICH TOWN LINE SIGN WITH SIGN--TRADING COVE BROOK.
 LX3400'NOTE--THE 2 WAS STAMPED BY THIS PARTY ON A CTDT BASELINE DISK.
 LX3400'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3400
 LX3400                          STATION RECOVERY (1989)
 LX3400
 LX3400'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3400'RECOVERED IN GOOD CONDITION.
 LX3400
 LX3400                          STATION RECOVERY (1990)
 LX3400
 LX3400'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2776 ***********************************************************************
 LX2776  DESIGNATION -  2 15 T OF WEST HARTFORD
 LX2776  PID         -  LX2776
 LX2776  STATE/COUNTY-  CT/HARTFORD
 LX2776  USGS QUAD   -  NEW BRITAIN (1992)
 LX2776
 LX2776                         *CURRENT SURVEY CONTROL
 LX2776  ___________________________________________________________________
 LX2776* NAD 83(1986)-  41 43 46.     (N)    072 45 09.     (W)     SCALED    
 LX2776* NAVD 88     -        52.301  (meters)     171.59   (feet)  ADJUSTED  
 LX2776  ___________________________________________________________________
 LX2776  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2776  DYNAMIC HT  -          52.285 (meters)     171.54  (feet)  COMP
 LX2776  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 LX2776
 LX2776  VERT ORDER  -  FIRST     CLASS II
 LX2776
 LX2776.The horizontal coordinates were scaled from a topographic map and have
 LX2776.an estimated accuracy of +/- 6 seconds.
 LX2776
 LX2776.The orthometric height was determined by differential leveling
 LX2776.and adjusted by the National Geodetic Survey in June 1991..
 LX2776
 LX2776.The geoid height was determined by GEOID03.
 LX2776
 LX2776.The dynamic height is computed by dividing the NAVD 88
 LX2776.geopotential number by the normal gravity value computed on the
 LX2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2776.degrees latitude (g = 980.6199 gals.).
 LX2776
 LX2776.The modeled gravity was interpolated from observed gravity values.
 LX2776
 LX2776;                    North         East    Units  Estimated Accuracy
 LX2776;SPC CT       -   251,920.      304,590.      MT  (+/- 180 meters Scaled)
 LX2776
 LX2776                          SUPERSEDED SURVEY CONTROL
 LX2776
 LX2776.No superseded survey control is available for this station.
 LX2776
 LX2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM869221(NAD 83)
 LX2776_MARKER: DD = SURVEY DISK
 LX2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2776_SP_SET: CONCRETE POST
 LX2776_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2776+STABILITY: SURFACE MOTION
 LX2776
 LX2776  HISTORY     - Date     Condition        Report By
 LX2776  HISTORY     - 1975     MONUMENTED       LOCENG
 LX2776  HISTORY     - 1985     GOOD             NGS
 LX2776  HISTORY     - 19950809 GOOD             USPSQD
 LX2776
 LX2776                          STATION DESCRIPTION
 LX2776
 LX2776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2776'IN WEST HARTFORD.
 LX2776'IN WEST HARTFORD, 0.7 KM (0.45 MI) NORTHEAST ALONG STATE HIGHWAY 71
 LX2776'(NEW BRITIAN AVENUE) FROM THE JUNCTION OF SOUTH ROAD TO MARK ON THE
 LX2776'LEFT, IN THE BITUMINOUS MEDIAN OF THE HIGHWAY, NEAR THE ACCESS RAMP TO
 LX2776'INTERSTATE 84 EASTBOUND, 5.18 METERS (17.0 FT) NORTHWEST OF THE
 LX2776'EASTBOUND LANE OF HIGHWAY, 16.37 METERS (53.7 FT) SOUTH OF UTILITY
 LX2776'POLE NUMBER 5465 WITH A STREET LAMP.  NOTE  NO STAMPING ON DISK.
 LX2776'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2776
 LX2776                          STATION RECOVERY (1995)
 LX2776
 LX2776'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2122 ***********************************************************************
 LX2122  DESIGNATION -  2 NL CO
 LX2122  PID         -  LX2122
 LX2122  STATE/COUNTY-  CT/NEW LONDON
 LX2122  USGS QUAD   -  NORWICH (1983)
 LX2122
 LX2122                         *CURRENT SURVEY CONTROL
 LX2122  ___________________________________________________________________
 LX2122* NAD 83(1986)-  41 36 53.     (N)    072 02 40.     (W)     SCALED    
 LX2122* NAVD 88     -        35.026  (meters)     114.91   (feet)  ADJUSTED  
 LX2122  ___________________________________________________________________
 LX2122  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX2122  DYNAMIC HT  -          35.014 (meters)     114.88  (feet)  COMP
 LX2122  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX2122
 LX2122  VERT ORDER  -  FIRST     CLASS II
 LX2122
 LX2122.The horizontal coordinates were scaled from a topographic map and have
 LX2122.an estimated accuracy of +/- 6 seconds.
 LX2122
 LX2122.The orthometric height was determined by differential leveling
 LX2122.and adjusted by the National Geodetic Survey in June 1991..
 LX2122
 LX2122.The geoid height was determined by GEOID03.
 LX2122
 LX2122.The dynamic height is computed by dividing the NAVD 88
 LX2122.geopotential number by the normal gravity value computed on the
 LX2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2122.degrees latitude (g = 980.6199 gals.).
 LX2122
 LX2122.The modeled gravity was interpolated from observed gravity values.
 LX2122
 LX2122;                    North         East    Units  Estimated Accuracy
 LX2122;SPC CT       -   239,420.      363,610.      MT  (+/- 180 meters Scaled)
 LX2122
 LX2122                          SUPERSEDED SURVEY CONTROL
 LX2122
 LX2122.No superseded survey control is available for this station.
 LX2122
 LX2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM462112(NAD 83)
 LX2122_MARKER: DD = SURVEY DISK
 LX2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2122_SP_SET: CONCRETE POST
 LX2122_STAMPING: 2
 LX2122_MARK LOGO: CTDT  
 LX2122_PROJECTION: FLUSH
 LX2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2122+STABILITY: SURFACE MOTION
 LX2122
 LX2122  HISTORY     - Date     Condition        Report By
 LX2122  HISTORY     - UNK      MONUMENTED       CTDT
 LX2122  HISTORY     - 1984     GOOD             NGS
 LX2122  HISTORY     - 19901008 GOOD             USPSQD
 LX2122
 LX2122                          STATION DESCRIPTION
 LX2122
 LX2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2122'3.5 KM (2.15 MI) EAST FROM BALTIC.
 LX2122'3.5 KM (2.15 MI) EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LX2122'STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE RIGHT, 15.08 METERS
 LX2122'(49.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.22 METERS
 LX2122'(27.0 FT) SOUTH-SOUTHWEST OF POWER POLE 531, 5.15 METERS (16.9 FT)
 LX2122'SOUTH OF THE SOUTH EDGE OF AN ASPHALT STORM DRAIN DITCH.
 LX2122'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LX2122'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2122
 LX2122                          STATION RECOVERY (1990)
 LX2122
 LX2122'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2770 ***********************************************************************
 LX2770  DESIGNATION -  2 T OF F
 LX2770  PID         -  LX2770
 LX2770  STATE/COUNTY-  CT/HARTFORD
 LX2770  USGS QUAD   -  COLLINSVILLE (1984)
 LX2770
 LX2770                         *CURRENT SURVEY CONTROL
 LX2770  ___________________________________________________________________
 LX2770* NAD 83(1986)-  41 45 35.     (N)    072 53 13.     (W)     SCALED    
 LX2770* NAVD 88     -        71.672  (meters)     235.14   (feet)  ADJUSTED  
 LX2770  ___________________________________________________________________
 LX2770  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2770  DYNAMIC HT  -          71.651 (meters)     235.07  (feet)  COMP
 LX2770  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 LX2770
 LX2770  VERT ORDER  -  FIRST     CLASS II
 LX2770
 LX2770.The horizontal coordinates were scaled from a topographic map and have
 LX2770.an estimated accuracy of +/- 6 seconds.
 LX2770
 LX2770.The orthometric height was determined by differential leveling
 LX2770.and adjusted by the National Geodetic Survey in June 1991..
 LX2770
 LX2770.The geoid height was determined by GEOID03.
 LX2770
 LX2770.The dynamic height is computed by dividing the NAVD 88
 LX2770.geopotential number by the normal gravity value computed on the
 LX2770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2770.degrees latitude (g = 980.6199 gals.).
 LX2770
 LX2770.The modeled gravity was interpolated from observed gravity values.
 LX2770
 LX2770;                    North         East    Units  Estimated Accuracy
 LX2770;SPC CT       -   255,290.      293,410.      MT  (+/- 180 meters Scaled)
 LX2770
 LX2770                          SUPERSEDED SURVEY CONTROL
 LX2770
 LX2770.No superseded survey control is available for this station.
 LX2770
 LX2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM756252(NAD 83)
 LX2770_MARKER: DD = SURVEY DISK
 LX2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2770_SP_SET: CONCRETE POST
 LX2770_STAMPING: 2
 LX2770_MARK LOGO: CT0237
 LX2770_PROJECTION: FLUSH
 LX2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2770+STABILITY: SURFACE MOTION
 LX2770
 LX2770  HISTORY     - Date     Condition        Report By
 LX2770  HISTORY     - 1937     MONUMENTED       CT0237
 LX2770  HISTORY     - 1985     GOOD             NGS
 LX2770
 LX2770                          STATION DESCRIPTION
 LX2770
 LX2770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2770'0.2 KM (0.15 MI) NORTH FROM UNIONVILLE.
 LX2770'0.2 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2770'STATE HIGHWAY 4 IN UNIONVILLE TO THE MARK ON THE LEFT, ON THE WEST
 LX2770'SIDE OF A STORM DRAIN, 5.21 METERS (17.1 FT) WEST OF THE CENTERLINE OF
 LX2770'THE HIGHWAY, 29.66 METERS (97.3 FT) SOUTH OF A FIRE HYDRANT,
 LX2770'11.22 METERS (36.8 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY
 LX2770'POLE 621 WITH TWO GUY WIRES AND A STREET LAMP, 0.70 METER (2.3 FT)
 LX2770'WEST OF THE CENTER OF THE STORM DRAIN HEADWALL. THE MARK IS A TOWN OF
 LX2770'FARMINGTON DISK.
 LX2770'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1175 ***********************************************************************
 LX1175  DESIGNATION -  20
 LX1175  PID         -  LX1175
 LX1175  STATE/COUNTY-  CT/FAIRFIELD
 LX1175  USGS QUAD   -  STAMFORD (1984)
 LX1175
 LX1175                         *CURRENT SURVEY CONTROL
 LX1175  ___________________________________________________________________
 LX1175* NAD 83(1986)-  41 02 52.     (N)    073 33 12.     (W)     SCALED    
 LX1175* NAVD 88     -        31.581  (meters)     103.61   (feet)  ADJUSTED  
 LX1175  ___________________________________________________________________
 LX1175  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX1175  DYNAMIC HT  -          31.571 (meters)     103.58  (feet)  COMP
 LX1175  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX1175
 LX1175  VERT ORDER  -  FIRST     CLASS I
 LX1175
 LX1175.The horizontal coordinates were scaled from a topographic map and have
 LX1175.an estimated accuracy of +/- 6 seconds.
 LX1175
 LX1175.The orthometric height was determined by differential leveling
 LX1175.and adjusted by the National Geodetic Survey in June 1991..
 LX1175
 LX1175.The geoid height was determined by GEOID03.
 LX1175
 LX1175.The dynamic height is computed by dividing the NAVD 88
 LX1175.geopotential number by the normal gravity value computed on the
 LX1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1175.degrees latitude (g = 980.6199 gals.).
 LX1175
 LX1175.The modeled gravity was interpolated from observed gravity values.
 LX1175
 LX1175;                    North         East    Units  Estimated Accuracy
 LX1175;SPC CT       -   176,530.      237,260.      MT  (+/- 180 meters Scaled)
 LX1175
 LX1175                          SUPERSEDED SURVEY CONTROL
 LX1175
 LX1175  NGVD 29 (??/??/92)   31.917  (m)          104.71   (f) ADJ UNCH    1 1
 LX1175
 LX1175.Superseded values are not recommended for survey control.
 LX1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1175.See file dsdata.txt to determine how the superseded data were derived.
 LX1175
 LX1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL215450(NAD 83)
 LX1175_MARKER: DD = SURVEY DISK
 LX1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1175_STAMPING: 20
 LX1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1175+STABILITY: SURFACE MOTION
 LX1175
 LX1175  HISTORY     - Date     Condition        Report By
 LX1175  HISTORY     - UNK      MONUMENTED       CTGS
 LX1175  HISTORY     - 1965     GOOD             NGS
 LX1175  HISTORY     - 1983     GOOD             NGS
 LX1175
 LX1175                          STATION DESCRIPTION
 LX1175
 LX1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1175'AT STAMFORD.
 LX1175'AT STAMFORD, ABOUT 0.9 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 LX1175'THE INTERSECTION OF ATLANTIC AVENUE, AT THE INTERSECTION OF
 LX1175'THE HIGHWAY AND WILSON STREET, 5 FEET SOUTH OF THE SOUTH CURB
 LX1175'OF THE HIGHWAY, 8.6 FEET WEST OF THE WEST CURB OF WILSON STREET,
 LX1175'4.7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE SCHAEFER
 LX1175'BUILDING, ABOUT LEVEL WITH THE SIDEWALK AND SET IN THE TOP OF
 LX1175'A CONCRETE POST FLUSH WITH THE GROUND.
 LX1175
 LX1175                          STATION RECOVERY (1983)
 LX1175
 LX1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0220 ***********************************************************************
 LX0220  DESIGNATION -  20
 LX0220  PID         -  LX0220
 LX0220  STATE/COUNTY-  CT/NEW LONDON
 LX0220  USGS QUAD   -  UNCASVILLE (1984)
 LX0220
 LX0220                         *CURRENT SURVEY CONTROL
 LX0220  ___________________________________________________________________
 LX0220* NAD 83(1996)-  41 28 55.48931(N)    072 04 33.36877(W)     ADJUSTED  
 LX0220* NAVD 88     -         3.242  (meters)      10.64   (feet)  ADJUSTED  
 LX0220  ___________________________________________________________________
 LX0220  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LX0220  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX0220  DYNAMIC HT  -           3.241 (meters)      10.63  (feet)  COMP
 LX0220  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX0220
 LX0220  HORZ ORDER  -  THIRD
 LX0220  VERT ORDER  -  SECOND    CLASS 0
 LX0220
 LX0220.The horizontal coordinates were established by classical geodetic methods
 LX0220.and adjusted by the National Geodetic Survey in August 1998..
 LX0220
 LX0220.The orthometric height was determined by differential leveling
 LX0220.and adjusted by the National Geodetic Survey in June 1991..
 LX0220
 LX0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0220
 LX0220.The geoid height was determined by GEOID03.
 LX0220
 LX0220.The dynamic height is computed by dividing the NAVD 88
 LX0220.geopotential number by the normal gravity value computed on the
 LX0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0220.degrees latitude (g = 980.6199 gals.).
 LX0220
 LX0220.The modeled gravity was interpolated from observed gravity values.
 LX0220
 LX0220;                    North         East     Units Scale Factor Converg.
 LX0220;SPC CT       -   224,668.459   361,096.405   MT  0.99998354   +0 26 49.0
 LX0220;SPC CT       -   737,099.77  1,184,697.12   sFT  0.99998354   +0 26 49.0
 LX0220;UTM  18      - 4,596,403.087   744,130.932   MT  1.00033352   +1 56 16.1
 LX0220;UTM  19      - 4,596,843.309   243,187.800   MT  1.00041172   -2 02 18.8
 LX0220
 LX0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0220!SPC CT       -   1.00000426  x   0.99998354  =   0.99998780
 LX0220!UTM  18      -   1.00000426  x   1.00033352  =   1.00033778
 LX0220!UTM  19      -   1.00000426  x   1.00041172  =   1.00041598
 LX0220
 LX0220:                Primary Azimuth Mark                     Grid Az
 LX0220:SPC CT       -  DYKE                                     136 49 32.0
 LX0220:UTM  18      -  DYKE                                     135 20 04.9
 LX0220:UTM  19      -  DYKE                                     139 18 39.8
 LX0220
 LX0220|---------------------------------------------------------------------|
 LX0220| PID    Reference Object                     Distance      Geod. Az  |
 LX0220|                                                           dddmmss.s |
 LX0220| LX5119 DYKE                                APPROX. 0.6 KM 1371621.0 |
 LX0220| CZ6887 20 RM 1                              22.770 METERS 17856     |
 LX0220| CZ6888 20 RM 2                                            23447     |
 LX0220|---------------------------------------------------------------------|
 LX0220
 LX0220                          SUPERSEDED SURVEY CONTROL
 LX0220
 LX0220  NAD 83(1992)-  41 28 55.48829(N)    072 04 33.36810(W) AD(       ) 3
 LX0220  NAD 83(1986)-  41 28 55.48889(N)    072 04 33.37072(W) AD(       ) 3
 LX0220  NAD 27      -  41 28 55.13500(N)    072 04 35.08500(W) AD(       ) 3
 LX0220  NGVD 29 (??/??/92)    3.534  (m)           11.59   (f) ADJ UNCH    2 0
 LX0220
 LX0220.Superseded values are not recommended for survey control.
 LX0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0220.See file dsdata.txt to determine how the superseded data were derived.
 LX0220
 LX0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4413196403(NAD 83)
 LX0220_MARKER: DD = SURVEY DISK
 LX0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0220_SP_SET: STONE
 LX0220_STAMPING: USE 20 1934
 LX0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0220+STABILITY: SURFACE MOTION
 LX0220
 LX0220  HISTORY     - Date     Condition        Report By
 LX0220  HISTORY     - 1934     MONUMENTED       USE
 LX0220  HISTORY     - 1935     GOOD             NGS
 LX0220  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0220
 LX0220                          STATION DESCRIPTION
 LX0220
 LX0220'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX0220'THE STATION IS LOCATED ON THE W BANK OF THE THAMES RIVER 130 METERS
 LX0220'N OF FORT SHANTOK STATE PARK AND 4.8 METERS E OF THE CENTER LINE
 LX0220'OF THE CENTRAL VERMONT RAILROAD.  THE STATION IS REACHED BY
 LX0220'FORT SHANTOK ROAD PROCEED TO SHORE.  THE STATION IS MARKED BY A
 LX0220'STANDARD DISK SET IN THE TOP OF A 6- BY 6-INCH GRANITE POST THAT
 LX0220'EXTENDS 6 INCHES ABOVE GROUND.
 LX0220'
 LX0220'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 LX0220'TOP OF A BOULDER W OF THE RAILROAD AND S OF THE STATION.  REFERENCE
 LX0220'MARK NO.2 IS A STANDARD DISK SET IN LEDGE W OF THE STATION AND
 LX0220'ACROSS THE TRACKS.
 LX0220'
 LX0220'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX0220
 LX0220                          STATION RECOVERY (1935)
 LX0220
 LX0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LX0220'2.1 MI N FROM MASSAPEAG.
 LX0220'2.1 MILES NORTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0220'STATION AT MASSAPEAG, NEW LONDON COUNTY, 160 FEET SOUTH OF
 LX0220'MILEPOST 10, AND 15 FEET EAST OF THE CENTERLINE OF THE TRACK, IN
 LX0220'THE TOP OF A STONE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LX0220
 LX0220                          STATION RECOVERY (1985)
 LX0220
 LX0220'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX0220'R.M. NO. 2 FOUND GOOD.
 LX0220'
 LX0220'STATION MARKER AND R.M. NO. 1 NOT RECOVERED.  IT APPEARS THAT THE
 LX0220'STATION MARKER MAY HAVE BEEN REMOVED DURING RECENT REBUILDING OF THE
 LX0220'RAILROAD BED.  SIMILARLY IT APPEARS THAT R.M. NO 1 HAS EITHER BEEN
 LX0220'REMOVED OR COVERED OVER DURING RAILROAD BED REBUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3684 ***********************************************************************
 LX3684  DESIGNATION -  20
 LX3684  PID         -  LX3684
 LX3684  STATE/COUNTY-  CT/FAIRFIELD
 LX3684  USGS QUAD   -  MILFORD (1984)
 LX3684
 LX3684                         *CURRENT SURVEY CONTROL
 LX3684  ___________________________________________________________________
 LX3684* NAD 83(1996)-  41 13 21.99649(N)    073 06 51.62056(W)     ADJUSTED  
 LX3684* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3684  ___________________________________________________________________
 LX3684  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LX3684  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3684
 LX3684  HORZ ORDER  -  THIRD
 LX3684
 LX3684.The horizontal coordinates were established by classical geodetic methods
 LX3684.and adjusted by the National Geodetic Survey in August 1998..
 LX3684
 LX3684.The orthometric height was scaled from a topographic map.
 LX3684
 LX3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3684
 LX3684.The geoid height was determined by GEOID03.
 LX3684
 LX3684;                    North         East     Units Scale Factor Converg.
 LX3684;SPC CT       -   195,715.166   274,250.480   MT  0.99999778   -0 14 29.7
 LX3684;SPC CT       -   642,108.84    899,770.12   sFT  0.99999778   -0 14 29.7
 LX3684;UTM  18      - 4,565,202.164   658,055.612   MT  0.99990746   +1 14 34.4
 LX3684
 LX3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3684!SPC CT       -   1.00000472  x   0.99999778  =   1.00000250
 LX3684!UTM  18      -   1.00000472  x   0.99990746  =   0.99991218
 LX3684
 LX3684:                Primary Azimuth Mark                     Grid Az
 LX3684:SPC CT       -  CLARKS HOUSE GABLE                       029 25 52.3
 LX3684:UTM  18      -  CLARKS HOUSE GABLE                       027 56 48.2
 LX3684
 LX3684|---------------------------------------------------------------------|
 LX3684| PID    Reference Object                     Distance      Geod. Az  |
 LX3684|                                                           dddmmss.s |
 LX3684| LX3688 CLARKS HOUSE GABLE                  APPROX. 2.5 KM 0291122.6 |
 LX3684| LX3695 SOUTH TRANSMISSION TOWER EAST BANK  APPROX. 0.9 KM 0355919.3 |
 LX3684| CB4817 20 RM 1                              23.342 METERS 22850     |
 LX3684| LX3683 WEBBS HOUSE GABLE                    33.560 METERS 30640     |
 LX3684| CB4818 20 RM 2                              19.300 METERS 34128     |
 LX3684|---------------------------------------------------------------------|
 LX3684
 LX3684                          SUPERSEDED SURVEY CONTROL
 LX3684
 LX3684  NAD 83(1992)-  41 13 21.99500(N)    073 06 51.62055(W) AD(       ) 3
 LX3684  NAD 83(1986)-  41 13 22.00014(N)    073 06 51.62475(W) AD(       ) 3
 LX3684  NAD 27      -  41 13 21.63300(N)    073 06 53.27200(W) AD(       ) 3
 LX3684
 LX3684.Superseded values are not recommended for survey control.
 LX3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3684.See file dsdata.txt to determine how the superseded data were derived.
 LX3684
 LX3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5805665202(NAD 83)
 LX3684_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3684_SETTING: 66 = SET IN ROCK OUTCROP
 LX3684
 LX3684  HISTORY     - Date     Condition        Report By
 LX3684  HISTORY     - 1934     MONUMENTED       CGS
 LX3684  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3684  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LX3684
 LX3684                          STATION DESCRIPTION
 LX3684
 LX3684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3684'LOCATED ON THE W BANK OF THE HOUSATONIC RIVER IN THE TOWN OF
 LX3684'STRATFORD ABOUT ONE-QUARTER MILE S OF THE TRANSMISSION TOWERS OF
 LX3684'THE CONNECTICUT LIGHT AND POWER COMPANY.  A SMALL BRASS PLUG WAS
 LX3684'RECOVERED IN A DESTROYED CONDITION AND A STANDARD DISK SUBSTITUTED
 LX3684'IN THE DRILL HOLE FOUND, WHICH WAS BELIEVED TO BE U.S.E. 20 AND
 LX3684'SO MARKED.  STATION IS SET IN A ROCK LEDGE ABOUT 10 FEET ABOVE
 LX3684'HIGH WATER AND ABOUT 30 FEET BACK FROM A POINT.  AT THE TOP OF
 LX3684'THE HIGH BANK TO THE W IS A TWO-STORY BRICK HOUSE WITH A
 LX3684'GARAGE IN THE BASEMENT WHICH IS EXPOSED SO THAT FROM THE E IT
 LX3684'LOOKS LIKE THREE STORIES.  POINT IS SECOND S FROM THE
 LX3684'TRANSMISSION TOWERS.  REFERENCE MARK NO. 1 AND
 LX3684'REFERENCE MARK NO. 2 ARE SET TO THE N AND S IN A LARGE
 LX3684'BOULDER AND ROCK LEDGE RESPECTIVELY, AND ARE STANDARD BRONZE
 LX3684'DISKS.
 LX3684'
 LX3684'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX3684'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.
 LX3684'
 LX3684'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX3684
 LX3684                          STATION RECOVERY (1961)
 LX3684
 LX3684'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3684'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION, EXCEPT AS
 LX3684'FOLLOWS--STATION IS 0.52 MILES S OF THE TRANSMISSION TOWERS OF
 LX3684'CP AND L. RM 1 IS ON LARGE BOULDER, A FEW FEET N OF OUTDOOR
 LX3684'FIREPLACE, EASILY REACHED BY STONE STEPS LEADING DOWN THE RIVER
 LX3684'BANK FROM THE PRESTON HOME.  THE PRESTONS ARE MOST
 LX3684'COOPERATIVE.  STATION IS AT ITS PROPER DISTANCE FROM R.M.
 LX3684'1.  STATION IS ENE OF 5TH TREE, EXTENDING ELY FROM NE CORNER OF
 LX3684'THE PRESTON HOUSE.  I DID NOT FIND RM 2 (AFTER 30 MINUTES
 LX3684'SEARCH).  MR. PRESTON THINKS RM 2 MAY BE ON THE BERNHEIMER
 LX3684'PROPERTY WHICH ADJOINS THE N BOUNDARY OF THE KRIVI (EX WEBB)
 LX3684'PROPERTY.  I SEARCHED THERE, BUT NO LUCK.  TRIED 4/20 AND
 LX3684'4/26, BEFORE FINDING 20 TODAY.
 LX3684'
 LX3684'SEE MY 4/26/61 REPORT ON WEBBS HOUSE GABLE.  BEST APPROACH TO
 LX3684'USE 20 IS VIA THE PRESTON DRIVEWAY.  STATION IS STAMPED USE
 LX3684'20 1934.
 LX3684
 LX3684                          STATION RECOVERY (1973)
 LX3684
 LX3684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LX3684'STATION MARK AND RM 1 WERE RECOVERED IN GOOD CONDITION.  RM 2 IS
 LX3684'UNDER THE END OF A RAMP AND COULD NOT BE MEASURED TO.  A
 LX3684'DIFFERENCE OF .278 METER WAS NOTED IN THE DISTANCE TO RM 1.  THE
 LX3684'1934 DISTANCE IS BELIEVED TO BE SLOPE DISTANCE.  A DIFFERENCE
 LX3684'OF +1 FOOT 20 INCHES WAS FOUND IN ANGLE TO RM 1.  A COMPLETE
 LX3684'DESCRIPTION FOLLOWS--
 LX3684'
 LX3684'STATION IS LOCATED ALONG THE WEST SIDE OF THE HOUSATONIC RIVER,
 LX3684'ABOUT 800 FEET DUE WEST OF THE NORTH END OF POPES ISLAND AND
 LX3684'1/4-MILE SOUTH OF PECKS MILL POND, DOWN ON STEEP BANK, ABOUT 10
 LX3684'FEET ABOVE WATER LINE AND DOWN BELOW PRESTONS HOUSE.
 LX3684'
 LX3684'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 110 AND 113
 LX3684'IN STRATFORD, GO NORTH ON STATE HIGHWAY 110 FOR 0.4 MILE TO
 LX3684'PRESTONS DRIVEWAY ON RIGHT.  GO RIGHT FOR 100 YARDS TO HOUSE
 LX3684'AT END OF DRIVE.  WALK EAST ABOUT 100 FEET, DOWN STEEP, BRUSHY
 LX3684'BANK TO STATION.
 LX3684'
 LX3684'STATION MARK IS A STANDARD DISK STAMPED USE NO 20 20 1934,
 LX3684'CEMENTED IN A DRILL HOLE IN THE TOP OF A 45-DEGREE SLOPING BEDROCK
 LX3684'LEDGE, FLUSH WITH GROUND AT THE TOP.  IT IS 12 FEET NORTHEAST OF A
 LX3684'PROMINENT LARGE BEDROCK KNOB WITH WHITE QUARTZ VEINS IN IT, AND
 LX3684'6 FEET LOWER THAN THIS KNOB, 30 FEET WEST OF SMALL ROCK DOWN AT
 LX3684'WATER EDGE, 43 FEET SOUTHEAST OF THE BASE OF A WOODEN RAMP, AND
 LX3684'60 FEET EAST OF A STONE WALL AT EDGE OF YARD UP ON TOP OF HIGH
 LX3684'BANK.
 LX3684'
 LX3684'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED NO 20 USE
 LX3684'NO 1 1934, CEMENTED IN A DRILL HOLE IN A HUGE, 8 X 12-FOOT BOULDER
 LX3684'PROJECTING 3 FEET ABOVE GROUND.  IT IS 35 FEET SOUTH OF AN 18-INCH
 LX3684'PINE, DIRECTLY DOWN BELOW PRESTONS HOUSE, AND 18.4 FEET HIGHER
 LX3684'THAN STATION.
 LX3684'
 LX3684'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3684'IN STRATFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0731 ***********************************************************************
 LX0731  DESIGNATION -  200 W
 LX0731  PID         -  LX0731
 LX0731  STATE/COUNTY-  CT/LITCHFIELD
 LX0731  USGS QUAD   -  TORRINGTON (1984)
 LX0731
 LX0731                         *CURRENT SURVEY CONTROL
 LX0731  ___________________________________________________________________
 LX0731* NAD 83(1986)-  41 50 57.     (N)    073 05 51.     (W)     SCALED    
 LX0731* NAVD 88     -       222.238  (meters)     729.13   (feet)  ADJUSTED  
 LX0731  ___________________________________________________________________
 LX0731  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX0731  DYNAMIC HT  -         222.163 (meters)     728.88  (feet)  COMP
 LX0731  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LX0731
 LX0731  VERT ORDER  -  SECOND    CLASS 0
 LX0731
 LX0731.The horizontal coordinates were scaled from a topographic map and have
 LX0731.an estimated accuracy of +/- 6 seconds.
 LX0731
 LX0731.The orthometric height was determined by differential leveling
 LX0731.and adjusted by the National Geodetic Survey in June 1991..
 LX0731
 LX0731.The geoid height was determined by GEOID03.
 LX0731
 LX0731.The dynamic height is computed by dividing the NAVD 88
 LX0731.geopotential number by the normal gravity value computed on the
 LX0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0731.degrees latitude (g = 980.6199 gals.).
 LX0731
 LX0731.The modeled gravity was interpolated from observed gravity values.
 LX0731
 LX0731;                    North         East    Units  Estimated Accuracy
 LX0731;SPC CT       -   265,280.      275,940.      MT  (+/- 180 meters Scaled)
 LX0731
 LX0731                          SUPERSEDED SURVEY CONTROL
 LX0731
 LX0731  NGVD 29 (??/??/92)  222.459  (m)          729.85   (f) ADJ UNCH    2 0
 LX0731
 LX0731.Superseded values are not recommended for survey control.
 LX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0731.See file dsdata.txt to determine how the superseded data were derived.
 LX0731
 LX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM579347(NAD 83)
 LX0731_MARKER: DD = SURVEY DISK
 LX0731_SETTING: 66 = SET IN ROCK OUTCROP
 LX0731_SP_SET: STONE OUTCROP
 LX0731_STAMPING: 730 200 W 1923
 LX0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0731+STABILITY: POSITION/ELEVATION WELL
 LX0731
 LX0731  HISTORY     - Date     Condition        Report By
 LX0731  HISTORY     - 1923     MONUMENTED       USGS
 LX0731  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0731
 LX0731                          STATION DESCRIPTION
 LX0731
 LX0731'DESCRIBED BY US GEOLOGICAL SURVEY 1923
 LX0731'3.7 MI N FROM TORRINGTON.
 LX0731'ABOUT 3.7 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0731'RAILROAD FROM THE STATION AT TORRINGTON, LITCHFIELD COUNTY, ABOUT
 LX0731'90 FEET SOUTH OF THE STATE HIGHWAY 8 OVERPASS, ABOUT 60 FEET
 LX0731'NORTHWEST OF A SIGNAL TOWER, 30 FEET WEST OF THE WEST TRACK, IN
 LX0731'THE TOP OF A 4- BY 8-FOOT STONE OUTCROP, AND ABOUT 5 FEET HIGHER
 LX0731'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LX0731'DISK, STAMPED 730 200 W 1923.
 LX0731
 LX0731                          STATION RECOVERY (1985)
 LX0731
 LX0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0731'NOT RECOVERED, THE RAILROAD IS NOW ABANDON AND THE TRACKS HAVE BEEN
 LX0731'REMOVED, THE MARK IS BELIEVED TO BE AT THIS LOCATION BUT EXACT
 LX0731'LOCATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2445 ***********************************************************************
 LX2445  DESIGNATION -  201 W
 LX2445  PID         -  LX2445
 LX2445  STATE/COUNTY-  CT/LITCHFIELD
 LX2445  USGS QUAD   -  WINSTED (1984)
 LX2445
 LX2445                         *CURRENT SURVEY CONTROL
 LX2445  ___________________________________________________________________
 LX2445* NAD 83(1986)-  41 52 52.     (N)    073 04 33.     (W)     SCALED    
 LX2445* NAVD 88     -       219.136  (meters)     718.95   (feet)  ADJUSTED  
 LX2445  ___________________________________________________________________
 LX2445  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX2445  DYNAMIC HT  -         219.067 (meters)     718.72  (feet)  COMP
 LX2445  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LX2445
 LX2445  VERT ORDER  -  FIRST     CLASS II
 LX2445
 LX2445.The horizontal coordinates were scaled from a topographic map and have
 LX2445.an estimated accuracy of +/- 6 seconds.
 LX2445
 LX2445.The orthometric height was determined by differential leveling
 LX2445.and adjusted by the National Geodetic Survey in June 1991..
 LX2445
 LX2445.The geoid height was determined by GEOID03.
 LX2445
 LX2445.The dynamic height is computed by dividing the NAVD 88
 LX2445.geopotential number by the normal gravity value computed on the
 LX2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2445.degrees latitude (g = 980.6199 gals.).
 LX2445
 LX2445.The modeled gravity was interpolated from observed gravity values.
 LX2445
 LX2445;                    North         East    Units  Estimated Accuracy
 LX2445;SPC CT       -   268,820.      277,760.      MT  (+/- 180 meters Scaled)
 LX2445
 LX2445                          SUPERSEDED SURVEY CONTROL
 LX2445
 LX2445.No superseded survey control is available for this station.
 LX2445
 LX2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM596383(NAD 83)
 LX2445_MARKER: DD = SURVEY DISK
 LX2445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2445_SP_SET: WINGWALL OF CULVERT
 LX2445_STAMPING: 201 W 1923 732 FT
 LX2445_MARK LOGO: USGS  
 LX2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2445+STABILITY: SURFACE MOTION
 LX2445
 LX2445  HISTORY     - Date     Condition        Report By
 LX2445  HISTORY     - 1923     MONUMENTED       USGS
 LX2445  HISTORY     - 1985     GOOD             NGS
 LX2445
 LX2445                          STATION DESCRIPTION
 LX2445
 LX2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2445'4.7 KM (2.95 MI) SOUTH FROM WINSTED.
 LX2445'4.7 KM (2.95 MI) SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCITON OF
 LX2445'U.S. HIGHWAY 44 IN WINSTED TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2445'SOUTH WINGWALL OF THE WEST HEADWALL OF A CULVERT UNDER THE ROAD,
 LX2445'0.1 KM (0.05 MI) NORTH OF THE JUNCTION OF PINEWOOD ROAD, 7.19 METERS
 LX2445'(23.6 FT) WEST OF THE CENTERLINE OF THE ROAD, 10.36 METERS (34.0 FT)
 LX2445'SOUTH-SOUTHWEST OF A HIGHWAY SIGN FOR A ROAD CROSSING, 2.62 METERS
 LX2445'(8.6 FT) WEST OF A WOODEN POST CABLE GUARD RAIL.
 LX2445'THE MARK IS 2.8 METERS  W FROM  A WITNESS POST
 LX2445'THE MARK IS 0.61 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2003 ***********************************************************************
 LX2003  DESIGNATION -  203 W
 LX2003  PID         -  LX2003
 LX2003  STATE/COUNTY-  CT/LITCHFIELD
 LX2003  USGS QUAD   -  WINSTED (1984)
 LX2003
 LX2003                         *CURRENT SURVEY CONTROL
 LX2003  ___________________________________________________________________
 LX2003* NAD 83(1986)-  41 55 33.     (N)    073 04 34.     (W)     SCALED    
 LX2003* NAVD 88     -       232.213  (meters)     761.85   (feet)  ADJUSTED  
 LX2003  ___________________________________________________________________
 LX2003  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2003  DYNAMIC HT  -         232.137 (meters)     761.60  (feet)  COMP
 LX2003  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LX2003
 LX2003  VERT ORDER  -  FIRST     CLASS II
 LX2003
 LX2003.The horizontal coordinates were scaled from a topographic map and have
 LX2003.an estimated accuracy of +/- 6 seconds.
 LX2003
 LX2003.The orthometric height was determined by differential leveling
 LX2003.and adjusted by the National Geodetic Survey in June 1991..
 LX2003
 LX2003.The geoid height was determined by GEOID03.
 LX2003
 LX2003.The dynamic height is computed by dividing the NAVD 88
 LX2003.geopotential number by the normal gravity value computed on the
 LX2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2003.degrees latitude (g = 980.6199 gals.).
 LX2003
 LX2003.The modeled gravity was interpolated from observed gravity values.
 LX2003
 LX2003;                    North         East    Units  Estimated Accuracy
 LX2003;SPC CT       -   273,790.      277,750.      MT  (+/- 180 meters Scaled)
 LX2003
 LX2003                          SUPERSEDED SURVEY CONTROL
 LX2003
 LX2003.No superseded survey control is available for this station.
 LX2003
 LX2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM595433(NAD 83)
 LX2003_MARKER: DD = SURVEY DISK
 LX2003_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2003_SP_SET: STEP FOUNDATION
 LX2003_STAMPING: 203 W 1923 763
 LX2003_MARK LOGO: USGS  
 LX2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2003+STABILITY: SURFACE MOTION
 LX2003
 LX2003  HISTORY     - Date     Condition        Report By
 LX2003  HISTORY     - 1923     MONUMENTED       USGS
 LX2003  HISTORY     - 1984     GOOD             NGS
 LX2003  HISTORY     - 1985     GOOD             NGS
 LX2003
 LX2003                          STATION DESCRIPTION
 LX2003
 LX2003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2003'IN WINSTED.
 LX2003'IN WINSTED, 1.1 KM (0.7 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 44 FROM
 LX2003'THE POST OFFICE, AT THE JUNCTION OF MUNROE STREET, IN TOP OF THE EAST
 LX2003'END OF THE NORTH GRANITE STEP FOUNDATION OF BEARDSLEY MEMORIAL
 LX2003'LIBRARY, 23.77 METERS (78.0 FT) EAST OF THE EAST CURB OF THE HIGHWAY,
 LX2003'7.01 METERS (23.5 FT) SOUTH OF THE SOUTH CURB OF MUNROE STREET,
 LX2003'8.07 METERS (26.5 FT) SOUTHWEST OF THE FLAG POLE OF THE LIBRARY.
 LX2003
 LX2003                          STATION RECOVERY (1985)
 LX2003
 LX2003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2962 ***********************************************************************
 LX2962  DESIGNATION -  2035
 LX2962  PID         -  LX2962
 LX2962  STATE/COUNTY-  CT/TOLLAND
 LX2962  USGS QUAD   -  COVENTRY (1983)
 LX2962
 LX2962                         *CURRENT SURVEY CONTROL
 LX2962  ___________________________________________________________________
 LX2962* NAD 83(1986)-  41 47 54.     (N)    072 21 58.     (W)     SCALED    
 LX2962* NAVD 88     -       183.271  (meters)     601.28   (feet)  ADJUSTED  
 LX2962  ___________________________________________________________________
 LX2962  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2962  DYNAMIC HT  -         183.206 (meters)     601.07  (feet)  COMP
 LX2962  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LX2962
 LX2962  VERT ORDER  -  FIRST     CLASS II
 LX2962
 LX2962.The horizontal coordinates were scaled from a topographic map and have
 LX2962.an estimated accuracy of +/- 6 seconds.
 LX2962
 LX2962.The orthometric height was determined by differential leveling
 LX2962.and adjusted by the National Geodetic Survey in June 1991..
 LX2962
 LX2962.The geoid height was determined by GEOID03.
 LX2962
 LX2962.The dynamic height is computed by dividing the NAVD 88
 LX2962.geopotential number by the normal gravity value computed on the
 LX2962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2962.degrees latitude (g = 980.6199 gals.).
 LX2962
 LX2962.The modeled gravity was interpolated from observed gravity values.
 LX2962
 LX2962;                    North         East    Units  Estimated Accuracy
 LX2962;SPC CT       -   259,640.      336,710.      MT  (+/- 180 meters Scaled)
 LX2962
 LX2962                          SUPERSEDED SURVEY CONTROL
 LX2962
 LX2962.No superseded survey control is available for this station.
 LX2962
 LX2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM188307(NAD 83)
 LX2962_MARKER: DD = SURVEY DISK
 LX2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2962_SP_SET: CONCRETE POST
 LX2962_STAMPING: 2035
 LX2962_MARK LOGO: CTGS  
 LX2962_PROJECTION: RECESSED 5 CENTIMETERS
 LX2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2962+STABILITY: SURFACE MOTION
 LX2962
 LX2962  HISTORY     - Date     Condition        Report By
 LX2962  HISTORY     - 1939     MONUMENTED       CTGS
 LX2962  HISTORY     - 1986     GOOD             NGS
 LX2962
 LX2962                          STATION DESCRIPTION
 LX2962
 LX2962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2962'0.5 KM (0.3 MI) EAST FROM NORTH COVENTRY.
 LX2962'0.5 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2962'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE LEFT IN FRONT OF
 LX2962'THE CENTER CEMETERY.  IT IS 5.33 METERS (17.5 FT) NORTH OF THE
 LX2962'CENTERLINE OF THE HIGHWAY, 9.72 METERS (31.9 FT) SOUTHEAST OF THE
 LX2962'SOUTHEAST CORNER OF THE WEST GATE POST OF A WALK IN ENTRANCE TO THE
 LX2962'CEMETERY, 9.66 METERS (31.7 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 LX2962'HUTCHINSON HEAD STONE AND 3.05 METERS (10.0 FT) SOUTH OF A ROCK WALL
 LX2962'AROUND THE CEMETERY.
 LX2962'THE MARK IS 0.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1996 ***********************************************************************
 LX1996  DESIGNATION -  204 W RESET
 LX1996  PID         -  LX1996
 LX1996  STATE/COUNTY-  CT/LITCHFIELD
 LX1996  USGS QUAD   -  NORFOLK (1969)
 LX1996
 LX1996                         *CURRENT SURVEY CONTROL
 LX1996  ___________________________________________________________________
 LX1996* NAD 83(1986)-  41 57 46.     (N)    073 07 34.     (W)     SCALED    
 LX1996* NAVD 88     -       349.726  (meters)    1147.39   (feet)  ADJUSTED  
 LX1996  ___________________________________________________________________
 LX1996  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX1996  DYNAMIC HT  -         349.606 (meters)    1147.00  (feet)  COMP
 LX1996  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LX1996
 LX1996  VERT ORDER  -  FIRST     CLASS II
 LX1996
 LX1996.The horizontal coordinates were scaled from a topographic map and have
 LX1996.an estimated accuracy of +/- 6 seconds.
 LX1996
 LX1996.The orthometric height was determined by differential leveling
 LX1996.and adjusted by the National Geodetic Survey in June 1991..
 LX1996
 LX1996.The geoid height was determined by GEOID03.
 LX1996
 LX1996.The dynamic height is computed by dividing the NAVD 88
 LX1996.geopotential number by the normal gravity value computed on the
 LX1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1996.degrees latitude (g = 980.6199 gals.).
 LX1996
 LX1996.The modeled gravity was interpolated from observed gravity values.
 LX1996
 LX1996;                    North         East    Units  Estimated Accuracy
 LX1996;SPC CT       -   277,910.      273,620.      MT  (+/- 180 meters Scaled)
 LX1996
 LX1996                          SUPERSEDED SURVEY CONTROL
 LX1996
 LX1996.No superseded survey control is available for this station.
 LX1996
 LX1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM552473(NAD 83)
 LX1996_MARKER: DD = SURVEY DISK
 LX1996_SETTING: 80 = SET IN A BOULDER
 LX1996_SP_SET: BOULDER
 LX1996_STAMPING: 204 W 1923 RESET 1940 1148
 LX1996_MARK LOGO: USGS  
 LX1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1996+STABILITY: SURFACE MOTION
 LX1996
 LX1996  HISTORY     - Date     Condition        Report By
 LX1996  HISTORY     - 1940     MONUMENTED       USGS
 LX1996  HISTORY     - 1984     GOOD             NGS
 LX1996
 LX1996                          STATION DESCRIPTION
 LX1996
 LX1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1996'7.7 KM (4.8 MI) NW FROM WINSTED.
 LX1996'7.7 KM (4.8 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX1996'IN WINSTED TO THE MARK ON THE LEFT, ALSO 7.6 KM (4.75 MI) SOUTHEAST
 LX1996'ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN NORFOLK, IN TOP OF AND
 LX1996'CENTERED IN A 1.8 BY 2.4 METER (6 BY 8 FT) BOULDER PROJECTING 0.91
 LX1996'METER (3.0 FT) ABOVE THE GROUND, 19.05 METERS (62.5 FT) SOUTH OF THE
 LX1996'CENTERLINE OF THE HIGHWAY, 10.21 METERS (33.5 FT) WEST OF THE CENTER
 LX1996'OF A TRAIL ROAD LEADING SOUTH INTO AN OPEN FIELD, 6.55 METERS
 LX1996'(21.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 LX1996'HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY.
 LX1996'THE MARK IS 0.85 METERS  S FROM A WITNESS POST.
 LX1996'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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 = OCTOBER  8, 2006
 LX2613 ***********************************************************************
 LX2613  DESIGNATION -  2059
 LX2613  PID         -  LX2613
 LX2613  STATE/COUNTY-  CT/LITCHFIELD
 LX2613  USGS QUAD   -  NEW PRESTON (1984)
 LX2613
 LX2613                         *CURRENT SURVEY CONTROL
 LX2613  ___________________________________________________________________
 LX2613* NAD 83(1986)-  41 42 33.     (N)    073 16 11.     (W)     SCALED    
 LX2613* NAVD 88     -       277.850  (meters)     911.58   (feet)  ADJUSTED  
 LX2613  ___________________________________________________________________
 LX2613  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2613  DYNAMIC HT  -         277.755 (meters)     911.27  (feet)  COMP
 LX2613  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LX2613
 LX2613  VERT ORDER  -  FIRST     CLASS II
 LX2613
 LX2613.The horizontal coordinates were scaled from a topographic map and have
 LX2613.an estimated accuracy of +/- 6 seconds.
 LX2613
 LX2613.The orthometric height was determined by differential leveling
 LX2613.and adjusted by the National Geodetic Survey in June 1991..
 LX2613
 LX2613.The geoid height was determined by GEOID03.
 LX2613
 LX2613.The dynamic height is computed by dividing the NAVD 88
 LX2613.geopotential number by the normal gravity value computed on the
 LX2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2613.degrees latitude (g = 980.6199 gals.).
 LX2613
 LX2613.The modeled gravity was interpolated from observed gravity values.
 LX2613
 LX2613;                    North         East    Units  Estimated Accuracy
 LX2613;SPC CT       -   249,800.      261,550.      MT  (+/- 180 meters Scaled)
 LX2613
 LX2613                          SUPERSEDED SURVEY CONTROL
 LX2613
 LX2613.No superseded survey control is available for this station.
 LX2613
 LX2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM439189(NAD 83)
 LX2613_MARKER: DD = SURVEY DISK
 LX2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2613_SP_SET: CONCRETE POST
 LX2613_STAMPING: 2059
 LX2613_MARK LOGO: CTGS  
 LX2613_PROJECTION: RECESSED 20 CENTIMETERS
 LX2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2613+STABILITY: SURFACE MOTION
 LX2613
 LX2613  HISTORY     - Date     Condition        Report By
 LX2613  HISTORY     - UNK      MONUMENTED       CTGS
 LX2613  HISTORY     - 1985     GOOD             NGS
 LX2613
 LX2613                          STATION DESCRIPTION
 LX2613
 LX2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2613'3.8 KM (2.35 MI) SW FROM BANTAM.
 LX2613'3.8 KM (2.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2613'IN BANTAM TO THE MARK ON THE RIGHT, 5.4 METERS (17.7 FT) NORTHWEST OF
 LX2613'THE CENTER LINE OF THE HIGHWAY, 21.2 METERS (69.7 FT) NORTHEAST OF
 LX2613'POWER POLE NUMBER 668.
 LX2613'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5982 ***********************************************************************
 LX5982  DESIGNATION -  206
 LX5982  PID         -  LX5982
 LX5982  STATE/COUNTY-  CT/NEW LONDON
 LX5982  USGS QUAD   -  DEEP RIVER (1971)
 LX5982
 LX5982                         *CURRENT SURVEY CONTROL
 LX5982  ___________________________________________________________________
 LX5982* NAD 83(1996)-  41 25 21.59179(N)    072 25 49.66706(W)     ADJUSTED  
 LX5982* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5982  ___________________________________________________________________
 LX5982  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX5982  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX5982
 LX5982  HORZ ORDER  -  THIRD
 LX5982
 LX5982.The horizontal coordinates were established by classical geodetic methods
 LX5982.and adjusted by the National Geodetic Survey in August 1998..
 LX5982
 LX5982.The orthometric height was scaled from a topographic map.
 LX5982
 LX5982.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5982
 LX5982.The geoid height was determined by GEOID03.
 LX5982
 LX5982;                    North         East     Units Scale Factor Converg.
 LX5982;SPC CT       -   217,899.481   331,511.974   MT  0.99998501   +0 12 42.7
 LX5982;SPC CT       -   714,891.88  1,087,635.53   sFT  0.99998501   +0 12 42.7
 LX5982;UTM  18      - 4,588,865.245   714,724.709   MT  1.00016745   +1 42 02.4
 LX5982
 LX5982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5982!SPC CT       -   1.00000445  x   0.99998501  =   0.99998946
 LX5982!UTM  18      -   1.00000445  x   1.00016745  =   1.00017190
 LX5982
 LX5982:                Primary Azimuth Mark                     Grid Az
 LX5982:SPC CT       -  BOOK HILL RESET                          165 56 49.5
 LX5982:UTM  18      -  BOOK HILL RESET                          164 27 29.8
 LX5982
 LX5982|---------------------------------------------------------------------|
 LX5982| PID    Reference Object                     Distance      Geod. Az  |
 LX5982|                                                           dddmmss.s |
 LX5982| LX5913 BOOK HILL RESET                     APPROX. 6.2 KM 1660932.2 |
 LX5982| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 2.8 KM 1830011.6 |
 LX5982|---------------------------------------------------------------------|
 LX5982
 LX5982                          SUPERSEDED SURVEY CONTROL
 LX5982
 LX5982  NAD 83(1992)-  41 25 21.59093(N)    072 25 49.66675(W) AD(       ) 3
 LX5982  NAD 83(1986)-  41 25 21.59275(N)    072 25 49.66968(W) AD(       ) 3
 LX5982  NAD 27      -  41 25 21.23300(N)    072 25 51.37700(W) AD(       ) 3
 LX5982
 LX5982.Superseded values are not recommended for survey control.
 LX5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5982.See file dsdata.txt to determine how the superseded data were derived.
 LX5982
 LX5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1472588865(NAD 83)
 LX5982
 LX5982  HISTORY     - Date     Condition        Report By
 LX5982  HISTORY     - 1934     MONUMENTED       CGS
 LX5982  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5982  HISTORY     - 20011021 MARK NOT FOUND   USPSQD
 LX5982
 LX5982                          STATION DESCRIPTION
 LX5982
 LX5982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5982'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. IN
 LX5982'1909.  IT IS ON THE FIRST ROCKY POINT ABOVE THE HADLYME
 LX5982'LANDING OF THE HADLYME - CHESTER FERRY.  IT IS ABOUT 55 METERS
 LX5982'UP-STREAM FROM THE S CORNER OF THE LEDGE.
 LX5982'
 LX5982'STATION IS ON A SMALL SHELF 1.2 METERS WIDE AND 1.7 METERS
 LX5982'ABOVE THE WATER.  0.5 METER W OF THE MARK, THE ROCK DROPS
 LX5982'VERTICALLY TO THE WATER.  STATION IS MARKED WITH A BRASS PLUG
 LX5982'STENCILLED US 206 IN THE TOP.  NO REFERENCE MARKS WERE
 LX5982'ESTABLISHED.
 LX5982'
 LX5982'DETERMINED BY A 3-POINT FIX WITH CHECK.
 LX5982
 LX5982                          STATION RECOVERY (1948)
 LX5982
 LX5982'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5982'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX5982
 LX5982                          STATION RECOVERY (2001)
 LX5982
 LX5982'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5982'STATION IN A DIFFICULT SPOT. NO ACCESS TO AREA EXCEPT BY WATER.LOCATED
 LX5982' 
 LX5982'ANOTHER STATION STAMPED 6 1938 (NOT IN DATABASE) AT SOUTH EDGE OF
 LX5982'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0719 ***********************************************************************
 LX0719  DESIGNATION -  206 W
 LX0719  PID         -  LX0719
 LX0719  STATE/COUNTY-  CT/LITCHFIELD
 LX0719  USGS QUAD   -  NORFOLK (1969)
 LX0719
 LX0719                         *CURRENT SURVEY CONTROL
 LX0719  ___________________________________________________________________
 LX0719* NAD 83(1986)-  41 59 27.     (N)    073 12 00.     (W)     SCALED    
 LX0719* NAVD 88     -       374.663  (meters)    1229.21   (feet)  ADJUSTED  
 LX0719  ___________________________________________________________________
 LX0719  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0719  DYNAMIC HT  -         374.529 (meters)    1228.77  (feet)  COMP
 LX0719  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 LX0719
 LX0719  VERT ORDER  -  FIRST     CLASS II
 LX0719
 LX0719.The horizontal coordinates were scaled from a topographic map and have
 LX0719.an estimated accuracy of +/- 6 seconds.
 LX0719
 LX0719.The orthometric height was determined by differential leveling
 LX0719.and adjusted by the National Geodetic Survey in June 1991..
 LX0719
 LX0719.The geoid height was determined by GEOID03.
 LX0719
 LX0719.The dynamic height is computed by dividing the NAVD 88
 LX0719.geopotential number by the normal gravity value computed on the
 LX0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0719.degrees latitude (g = 980.6199 gals.).
 LX0719
 LX0719.The modeled gravity was interpolated from observed gravity values.
 LX0719
 LX0719;                    North         East    Units  Estimated Accuracy
 LX0719;SPC CT       -   281,050.      267,510.      MT  (+/- 180 meters Scaled)
 LX0719
 LX0719                          SUPERSEDED SURVEY CONTROL
 LX0719
 LX0719.No superseded survey control is available for this station.
 LX0719
 LX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM490503(NAD 83)
 LX0719_MARKER: DB = BENCH MARK DISK
 LX0719_SETTING: 66 = SET IN ROCK OUTCROP
 LX0719_SP_SET: ROCK OUTCROP
 LX0719_STAMPING: 206 W 1923 1230
 LX0719_MARK LOGO: USGS  
 LX0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0719+STABILITY: POSITION/ELEVATION WELL
 LX0719
 LX0719  HISTORY     - Date     Condition        Report By
 LX0719  HISTORY     - 1930     MONUMENTED       USGS
 LX0719  HISTORY     - 1942     GOOD             NGS
 LX0719  HISTORY     - 1984     GOOD             NGS
 LX0719
 LX0719                          STATION DESCRIPTION
 LX0719
 LX0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LX0719'AT NORFOLK.
 LX0719'AT NORFOLK, LITCHFIELD COUNTY, ABOUT 200 FEET NORTH OF THE
 LX0719'POST OFFICE, 18 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 LX0719'44, IN THE TOP OF A ROCK OUTCROP, 15 FEET NORTH OF THE SOUTH END,
 LX0719'AND ABOUT 4 FEET ABOVE THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 LX0719'SURVEY STANDARD DISK, STAMPED 206 W 1923 1230.
 LX0719
 LX0719                          STATION RECOVERY (1984)
 LX0719
 LX0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0719'RECOVERED IN GOOD CONDITION, THE 1935 RECOVERY IS ADEQUATE EXCEPT THE
 LX0719'POST OFFICE IS NOW THE TOWN HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2612 ***********************************************************************
 LX2612  DESIGNATION -  2060
 LX2612  PID         -  LX2612
 LX2612  STATE/COUNTY-  CT/LITCHFIELD
 LX2612  USGS QUAD   -  NEW PRESTON (1984)
 LX2612
 LX2612                         *CURRENT SURVEY CONTROL
 LX2612  ___________________________________________________________________
 LX2612* NAD 83(1986)-  41 42 15.     (N)    073 16 33.     (W)     SCALED    
 LX2612* NAVD 88     -       271.516  (meters)     890.80   (feet)  ADJUSTED  
 LX2612  ___________________________________________________________________
 LX2612  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX2612  DYNAMIC HT  -         271.423 (meters)     890.49  (feet)  COMP
 LX2612  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LX2612
 LX2612  VERT ORDER  -  FIRST     CLASS II
 LX2612
 LX2612.The horizontal coordinates were scaled from a topographic map and have
 LX2612.an estimated accuracy of +/- 6 seconds.
 LX2612
 LX2612.The orthometric height was determined by differential leveling
 LX2612.and adjusted by the National Geodetic Survey in June 1991..
 LX2612
 LX2612.The geoid height was determined by GEOID03.
 LX2612
 LX2612.The dynamic height is computed by dividing the NAVD 88
 LX2612.geopotential number by the normal gravity value computed on the
 LX2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2612.degrees latitude (g = 980.6199 gals.).
 LX2612
 LX2612.The modeled gravity was interpolated from observed gravity values.
 LX2612
 LX2612;                    North         East    Units  Estimated Accuracy
 LX2612;SPC CT       -   249,250.      261,040.      MT  (+/- 180 meters Scaled)
 LX2612
 LX2612                          SUPERSEDED SURVEY CONTROL
 LX2612
 LX2612.No superseded survey control is available for this station.
 LX2612
 LX2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM434183(NAD 83)
 LX2612_MARKER: DD = SURVEY DISK
 LX2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2612_SP_SET: CONCRETE POST
 LX2612_STAMPING: 2060
 LX2612_MARK LOGO: CTGS  
 LX2612_PROJECTION: RECESSED 50 CENTIMETERS
 LX2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2612+STABILITY: SURFACE MOTION
 LX2612
 LX2612  HISTORY     - Date     Condition        Report By
 LX2612  HISTORY     - UNK      MONUMENTED       CTGS
 LX2612  HISTORY     - 1985     GOOD             NGS
 LX2612
 LX2612                          STATION DESCRIPTION
 LX2612
 LX2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2612'4.3 KM (2.7 MI) SW FROM BANTAM.
 LX2612'4.3 KM (2.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2612'IN BANTAM TO THE MARK ON THE LEFT, 7.8 METERS (25.5 FT)
 LX2612'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 7.5 METERS (24.5
 LX2612'FT) EAST OF POWER POLE NUMBER 646.
 LX2612'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0512 ***********************************************************************
 MZ0512  DESIGNATION -  208 W
 MZ0512  PID         -  MZ0512
 MZ0512  STATE/COUNTY-  CT/LITCHFIELD
 MZ0512  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0512
 MZ0512                         *CURRENT SURVEY CONTROL
 MZ0512  ___________________________________________________________________
 MZ0512* NAD 83(1986)-  42 01 36.     (N)    073 19 42.     (W)     SCALED    
 MZ0512* NAVD 88     -       213.523  (meters)     700.53   (feet)  ADJUSTED  
 MZ0512  ___________________________________________________________________
 MZ0512  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 MZ0512  DYNAMIC HT  -         213.451 (meters)     700.30  (feet)  COMP
 MZ0512  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 MZ0512
 MZ0512  VERT ORDER  -  FIRST     CLASS II
 MZ0512
 MZ0512.The horizontal coordinates were scaled from a topographic map and have
 MZ0512.an estimated accuracy of +/- 6 seconds.
 MZ0512
 MZ0512.The orthometric height was determined by differential leveling
 MZ0512.and adjusted by the National Geodetic Survey in June 1991..
 MZ0512
 MZ0512.The geoid height was determined by GEOID03.
 MZ0512
 MZ0512.The dynamic height is computed by dividing the NAVD 88
 MZ0512.geopotential number by the normal gravity value computed on the
 MZ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0512.degrees latitude (g = 980.6199 gals.).
 MZ0512
 MZ0512.The modeled gravity was interpolated from observed gravity values.
 MZ0512
 MZ0512;                    North         East    Units  Estimated Accuracy
 MZ0512;SPC CT       -   285,100.      256,910.      MT  (+/- 180 meters Scaled)
 MZ0512
 MZ0512                          SUPERSEDED SURVEY CONTROL
 MZ0512
 MZ0512  NGVD 29 (??/??/92)  213.738  (m)          701.24   (f) ADJ UNCH    1 2
 MZ0512
 MZ0512.Superseded values are not recommended for survey control.
 MZ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0512.See file dsdata.txt to determine how the superseded data were derived.
 MZ0512
 MZ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM383540(NAD 83)
 MZ0512_MARKER: DD = SURVEY DISK
 MZ0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0512_SP_SET: BUTTRESS
 MZ0512_STAMPING: 208 W 1923 702
 MZ0512_MARK LOGO: USGS  
 MZ0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0512
 MZ0512  HISTORY     - Date     Condition        Report By
 MZ0512  HISTORY     - 1923     MONUMENTED       USGS
 MZ0512  HISTORY     - 1935     GOOD             NGS
 MZ0512  HISTORY     - 1942     GOOD             NGS
 MZ0512  HISTORY     - 1984     GOOD             NGS
 MZ0512  HISTORY     - 1984     GOOD             NGS
 MZ0512
 MZ0512                          STATION DESCRIPTION
 MZ0512
 MZ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MZ0512'AT CANAAN.
 MZ0512'AT CANAAN, LITCHFIELD COUNTY, 200 FEET EAST OF THE POST OFFICE, 90
 MZ0512'FEET NORTH OF THE CENTERLINE OF MAIN STREET, AT THE EPISCOPAL CHURCH,
 MZ0512'IN THE NORTHEAST CORNER OF THE SOUTHEAST CORNER-BUTTRESS, AND 5 FEET
 MZ0512'ABOVE THE GROUND. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 MZ0512'STAMPED 208 W 1923 702.
 MZ0512
 MZ0512                          STATION RECOVERY (1942)
 MZ0512
 MZ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 MZ0512'RECOVERED IN GOOD CONDITION.
 MZ0512
 MZ0512                          STATION RECOVERY (1984)
 MZ0512
 MZ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ0512'RECOVERED IN GOOD CONDITION.
 MZ0512
 MZ0512                          STATION RECOVERY (1984)
 MZ0512
 MZ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ0512'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE WITH THE
 MZ0512'FOLLOWING CORRECTION, DELETE--200 FEET EAST OF THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2499 ***********************************************************************
 LX2499  DESIGNATION -  209
 LX2499  PID         -  LX2499
 LX2499  STATE/COUNTY-  CT/NEW HAVEN
 LX2499  USGS QUAD   -  WATERBURY (1984)
 LX2499
 LX2499                         *CURRENT SURVEY CONTROL
 LX2499  ___________________________________________________________________
 LX2499* NAD 83(1986)-  41 30 00.     (N)    073 02 53.     (W)     SCALED    
 LX2499* NAVD 88     -        63.434  (meters)     208.12   (feet)  ADJUSTED  
 LX2499  ___________________________________________________________________
 LX2499  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2499  DYNAMIC HT  -          63.414 (meters)     208.05  (feet)  COMP
 LX2499  MODELED GRAV-     980,295.3   (mgal)                       NAVD 88
 LX2499
 LX2499  VERT ORDER  -  FIRST     CLASS II
 LX2499
 LX2499.The horizontal coordinates were scaled from a topographic map and have
 LX2499.an estimated accuracy of +/- 6 seconds.
 LX2499
 LX2499.The orthometric height was determined by differential leveling
 LX2499.and adjusted by the National Geodetic Survey in June 1991..
 LX2499
 LX2499.The geoid height was determined by GEOID03.
 LX2499
 LX2499.The dynamic height is computed by dividing the NAVD 88
 LX2499.geopotential number by the normal gravity value computed on the
 LX2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2499.degrees latitude (g = 980.6199 gals.).
 LX2499
 LX2499.The modeled gravity was interpolated from observed gravity values.
 LX2499
 LX2499;                    North         East    Units  Estimated Accuracy
 LX2499;SPC CT       -   226,480.      279,920.      MT  (+/- 180 meters Scaled)
 LX2499
 LX2499                          SUPERSEDED SURVEY CONTROL
 LX2499
 LX2499.No superseded survey control is available for this station.
 LX2499
 LX2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL629961(NAD 83)
 LX2499_MARKER: DD = SURVEY DISK
 LX2499_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2499_SP_SET: ROCK FOUNDATION
 LX2499_STAMPING: 209
 LX2499_MARK LOGO: USGS  
 LX2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2499+STABILITY: SURFACE MOTION
 LX2499
 LX2499  HISTORY     - Date     Condition        Report By
 LX2499  HISTORY     - 1922     MONUMENTED       USGS
 LX2499  HISTORY     - 1985     GOOD             NGS
 LX2499  HISTORY     - 19910504 GOOD             USPSQD
 LX2499  HISTORY     - 19971018 GOOD             USPSQD
 LX2499
 LX2499                          STATION DESCRIPTION
 LX2499
 LX2499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2499'IN UNION CITY.
 LX2499'IN UNION CITY, SET VERTICALLY NEAR THE NORTH CORNER OF THE ST. MARYS
 LX2499'CHURCH, ALONG NORTH MAIN STREET, 5.76 METERS (18.9 FT) SOUTHEAST OF
 LX2499'THE NORTH CORNER OF THE CHURCH.
 LX2499'THE MARK IS 1.3 M ABOVE GROUND.
 LX2499
 LX2499                          STATION RECOVERY (1991)
 LX2499
 LX2499'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2499'RECOVERED IN GOOD CONDITION.
 LX2499
 LX2499                          STATION RECOVERY (1997)
 LX2499
 LX2499'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3421 ***********************************************************************
 LX3421  DESIGNATION -  2091
 LX3421  PID         -  LX3421
 LX3421  STATE/COUNTY-  CT/NEW LONDON
 LX3421  USGS QUAD   -  NEW LONDON (1984)
 LX3421
 LX3421                         *CURRENT SURVEY CONTROL
 LX3421  ___________________________________________________________________
 LX3421* NAD 83(1986)-  41 20 45.     (N)    072 02 01.     (W)     SCALED    
 LX3421* NAVD 88     -         5.518  (meters)      18.10   (feet)  ADJUSTED  
 LX3421  ___________________________________________________________________
 LX3421  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX3421  DYNAMIC HT  -           5.516 (meters)      18.10  (feet)  COMP
 LX3421  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LX3421
 LX3421  VERT ORDER  -  FIRST     CLASS II
 LX3421
 LX3421.The horizontal coordinates were scaled from a topographic map and have
 LX3421.an estimated accuracy of +/- 6 seconds.
 LX3421
 LX3421.The orthometric height was determined by differential leveling
 LX3421.and adjusted by the National Geodetic Survey in June 1991..
 LX3421
 LX3421.The geoid height was determined by GEOID03.
 LX3421
 LX3421.The dynamic height is computed by dividing the NAVD 88
 LX3421.geopotential number by the normal gravity value computed on the
 LX3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3421.degrees latitude (g = 980.6199 gals.).
 LX3421
 LX3421.The modeled gravity was interpolated from observed gravity values.
 LX3421
 LX3421;                    North         East    Units  Estimated Accuracy
 LX3421;SPC CT       -   209,570.      364,760.      MT  (+/- 180 meters Scaled)
 LX3421
 LX3421                          SUPERSEDED SURVEY CONTROL
 LX3421
 LX3421.No superseded survey control is available for this station.
 LX3421
 LX3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL481813(NAD 83)
 LX3421_MARKER: DD = SURVEY DISK
 LX3421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3421_SP_SET: CONCRETE POST
 LX3421_STAMPING: 2091
 LX3421_MARK LOGO: CTGS  
 LX3421_PROJECTION: FLUSH
 LX3421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3421+STABILITY: SURFACE MOTION
 LX3421
 LX3421  HISTORY     - Date     Condition        Report By
 LX3421  HISTORY     - 1964     MONUMENTED       CTGS
 LX3421  HISTORY     - 1986     GOOD             NGS
 LX3421  HISTORY     - 1989     GOOD             USPSQD
 LX3421
 LX3421                          STATION DESCRIPTION
 LX3421
 LX3421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3421'0.5 KM (0.3 MI) WEST FROM POQUONOCK BRIDGE.
 LX3421'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3421'HIGHWAY 117 IN POQUONOCK BRIDGE TO THE INTERSECTION OF NORTH ROAD AND
 LX3421'DEPOT ROAD AND THE MARK ON THE RIGHT, IN THE NORTHWEST ANGLE OF THE
 LX3421'INTERSECTION, 4.72 METERS (15.0 FT) WEST OF THE CENTERLINE OF NORTH
 LX3421'ROAD, 5.21 METERS (17.1 FT) EAST OF AN IRON LIGHT POLE WITH WALK
 LX3421'SIGNAL, 0.52 METER (1.7 FT) EAST OF ROAD SIGN (FORT HILL ROAD-NORTH
 LX3421'ROAD-NO TURN ON RED.
 LX3421'THE MARK IS 0.46 M ABOVE U.S. HIGHWAY 1.
 LX3421
 LX3421                          STATION RECOVERY (1989)
 LX3421
 LX3421'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2681 ***********************************************************************
 LX2681  DESIGNATION -  2093
 LX2681  PID         -  LX2681
 LX2681  STATE/COUNTY-  CT/LITCHFIELD
 LX2681  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2681
 LX2681                         *CURRENT SURVEY CONTROL
 LX2681  ___________________________________________________________________
 LX2681* NAD 83(1986)-  41 49 04.     (N)    073 08 36.     (W)     SCALED    
 LX2681* NAVD 88     -       194.388  (meters)     637.75   (feet)  ADJUSTED  
 LX2681  ___________________________________________________________________
 LX2681  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2681  DYNAMIC HT  -         194.323 (meters)     637.54  (feet)  COMP
 LX2681  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 LX2681
 LX2681  VERT ORDER  -  FIRST     CLASS II
 LX2681
 LX2681.The horizontal coordinates were scaled from a topographic map and have
 LX2681.an estimated accuracy of +/- 6 seconds.
 LX2681
 LX2681.The orthometric height was determined by differential leveling
 LX2681.and adjusted by the National Geodetic Survey in June 1991..
 LX2681
 LX2681.The geoid height was determined by GEOID03.
 LX2681
 LX2681.The dynamic height is computed by dividing the NAVD 88
 LX2681.geopotential number by the normal gravity value computed on the
 LX2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2681.degrees latitude (g = 980.6199 gals.).
 LX2681
 LX2681.The modeled gravity was interpolated from observed gravity values.
 LX2681
 LX2681;                    North         East    Units  Estimated Accuracy
 LX2681;SPC CT       -   261,810.      272,120.      MT  (+/- 180 meters Scaled)
 LX2681
 LX2681                          SUPERSEDED SURVEY CONTROL
 LX2681
 LX2681.No superseded survey control is available for this station.
 LX2681
 LX2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM542312(NAD 83)
 LX2681_MARKER: Q = CHISELED SQUARE
 LX2681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2681_SP_SET: BRIDGE ABUTMENT
 LX2681_MARK LOGO: USGS  
 LX2681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2681
 LX2681  HISTORY     - Date     Condition        Report By
 LX2681  HISTORY     - UNK      MONUMENTED       USGS
 LX2681  HISTORY     - 1985     GOOD             NGS
 LX2681
 LX2681                          STATION DESCRIPTION
 LX2681
 LX2681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2681'1.8 KM (1.1 MI) WEST FROM TORRINGTON.
 LX2681'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF MAIN
 LX2681'STREET IN TORRINGTON TO THE 1 X 1-INCH CHISELED SQUARE ON THE RIGHT,
 LX2681'ON TOP OF THE NORTH SIDE OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE
 LX2681'OVER THE NAUGATUCK RIVER, 7.16 METERS (23.5 FT) NORTH OF THE CENTER
 LX2681'LINE OF THE HIGHWAY.
 LX2681'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3425 ***********************************************************************
 LX3425  DESIGNATION -  2094 X
 LX3425  PID         -  LX3425
 LX3425  STATE/COUNTY-  CT/NEW LONDON
 LX3425  USGS QUAD   -  NEW LONDON (1984)
 LX3425
 LX3425                         *CURRENT SURVEY CONTROL
 LX3425  ___________________________________________________________________
 LX3425* NAD 83(1986)-  41 22 02.     (N)    072 01 32.     (W)     SCALED    
 LX3425* NAVD 88     -        14.939  (meters)      49.01   (feet)  ADJUSTED  
 LX3425  ___________________________________________________________________
 LX3425  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX3425  DYNAMIC HT  -          14.934 (meters)      49.00  (feet)  COMP
 LX3425  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 LX3425
 LX3425  VERT ORDER  -  FIRST     CLASS II
 LX3425
 LX3425.The horizontal coordinates were scaled from a topographic map and have
 LX3425.an estimated accuracy of +/- 6 seconds.
 LX3425
 LX3425.The orthometric height was determined by differential leveling
 LX3425.and adjusted by the National Geodetic Survey in June 1991..
 LX3425
 LX3425.The geoid height was determined by GEOID03.
 LX3425
 LX3425.The dynamic height is computed by dividing the NAVD 88
 LX3425.geopotential number by the normal gravity value computed on the
 LX3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3425.degrees latitude (g = 980.6199 gals.).
 LX3425
 LX3425.The modeled gravity was interpolated from observed gravity values.
 LX3425
 LX3425;                    North         East    Units  Estimated Accuracy
 LX3425;SPC CT       -   211,950.      365,410.      MT  (+/- 180 meters Scaled)
 LX3425
 LX3425                          SUPERSEDED SURVEY CONTROL
 LX3425
 LX3425.No superseded survey control is available for this station.
 LX3425
 LX3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL487837(NAD 83)
 LX3425_MARKER: DD = SURVEY DISK
 LX3425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3425_SP_SET: CONCRETE POST
 LX3425_STAMPING: 2094X
 LX3425_MARK LOGO: CTGS  
 LX3425_PROJECTION: PROJECTING 5 CENTIMETERS
 LX3425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3425+STABILITY: SURFACE MOTION
 LX3425
 LX3425  HISTORY     - Date     Condition        Report By
 LX3425  HISTORY     - 1964     MONUMENTED       CTGS
 LX3425  HISTORY     - 1986     GOOD             NGS
 LX3425  HISTORY     - 1989     GOOD             USPSQD
 LX3425  HISTORY     - 19901014 GOOD             USPSQD
 LX3425
 LX3425                          STATION DESCRIPTION
 LX3425
 LX3425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3425'2.5 KM (1.55 MI) NORTH FROM POQUONOCK BRIDGE.
 LX3425'2.5 KM (1.55 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE JUNCTION OF
 LX3425'U.S. HIGHWAY 1 IN POQUONOCK BRIDGE TO THE MARK ON THE RIGHT, 0.4 KM
 LX3425'(0.25 MI) NORTH OF THE I-95 SOUTHBOUND EXIT RAMP, 9.75 METERS (32.0
 LX3425'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.59 METERS (41.3 FT)
 LX3425'WEST OF THE SOUTHWEST CORNER OF A TWO-STORY HOUSE WITH A CONCRETE
 LX3425'FOUNDATION, 2.01 METERS (6.6 FT) SOUTHWEST OF UTILITY POLE NO. 3020
 LX3425'WITH TWO GUY WIRES.
 LX3425'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3425
 LX3425                          STATION RECOVERY (1989)
 LX3425
 LX3425'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3425'RECOVERED IN GOOD CONDITION.
 LX3425
 LX3425                          STATION RECOVERY (1990)
 LX3425
 LX3425'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3426 ***********************************************************************
 LX3426  DESIGNATION -  2095 X
 LX3426  PID         -  LX3426
 LX3426  STATE/COUNTY-  CT/NEW LONDON
 LX3426  USGS QUAD   -  NEW LONDON (1984)
 LX3426
 LX3426                         *CURRENT SURVEY CONTROL
 LX3426  ___________________________________________________________________
 LX3426* NAD 83(1986)-  41 22 24.     (N)    072 01 36.     (W)     SCALED    
 LX3426* NAVD 88     -        22.981  (meters)      75.40   (feet)  ADJUSTED  
 LX3426  ___________________________________________________________________
 LX3426  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX3426  DYNAMIC HT  -          22.973 (meters)      75.37  (feet)  COMP
 LX3426  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LX3426
 LX3426  VERT ORDER  -  FIRST     CLASS II
 LX3426
 LX3426.The horizontal coordinates were scaled from a topographic map and have
 LX3426.an estimated accuracy of +/- 6 seconds.
 LX3426
 LX3426.The orthometric height was determined by differential leveling
 LX3426.and adjusted by the National Geodetic Survey in June 1991..
 LX3426
 LX3426.The geoid height was determined by GEOID03.
 LX3426
 LX3426.The dynamic height is computed by dividing the NAVD 88
 LX3426.geopotential number by the normal gravity value computed on the
 LX3426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3426.degrees latitude (g = 980.6199 gals.).
 LX3426
 LX3426.The modeled gravity was interpolated from observed gravity values.
 LX3426
 LX3426;                    North         East    Units  Estimated Accuracy
 LX3426;SPC CT       -   212,630.      365,310.      MT  (+/- 180 meters Scaled)
 LX3426
 LX3426                          SUPERSEDED SURVEY CONTROL
 LX3426
 LX3426.No superseded survey control is available for this station.
 LX3426
 LX3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL486844(NAD 83)
 LX3426_MARKER: DD = SURVEY DISK
 LX3426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3426_SP_SET: CONCRETE POST
 LX3426_STAMPING: 2095X
 LX3426_MARK LOGO: CTGS  
 LX3426_PROJECTION: FLUSH
 LX3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3426+STABILITY: SURFACE MOTION
 LX3426
 LX3426  HISTORY     - Date     Condition        Report By
 LX3426  HISTORY     - 1964     MONUMENTED       CTGS
 LX3426  HISTORY     - 1986     GOOD             NGS
 LX3426  HISTORY     - 1989     GOOD             USPSQD
 LX3426  HISTORY     - 19901014 GOOD             USPSQD
 LX3426
 LX3426                          STATION DESCRIPTION
 LX3426
 LX3426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3426'3.1 KM (1.9 MI) NORTH FROM POQUONOCK BRIDGE.
 LX3426'3.1 KM (1.95 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE JUNCTION OF
 LX3426'U.S. HIGHWAY 1 IN POQUONOCK BRIDGE TO THE MARK ON THE LEFT, ALSO 1.1
 LX3426'KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION OF
 LX3426'STATE HIGHWAY 184 IN CENTER GROTON, 1.05 KM (0.65 MI) NORTH OF THE
 LX3426'I-95 SOUTHBOUND EXIT RAMP, 6.03 METERS (19.8 FT) NORTHWEST OF THE
 LX3426'CENTERLINE OF THE HIGHWAY, 12.65 METERS (41.5 FT) NORTHEAST OF A
 LX3426'1/4-INCH DRILL HOLE IN TRIANGLE IN TOP OF THE CONCRETE CATCH BASIN,
 LX3426'11.03 (36.2 FT) NORTHEAST OF UTILITY POLE NO. 5650 WITH TWO GUY WIRES
 LX3426'LEADING TO ONE ANCHOR AND A STREET LAMP, 0.97 METER (3.2 FT)
 LX3426'NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY.
 LX3426'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3426
 LX3426                          STATION RECOVERY (1989)
 LX3426
 LX3426'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3426'RECOVERED IN GOOD CONDITION.
 LX3426
 LX3426                          STATION RECOVERY (1990)
 LX3426
 LX3426'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3429 ***********************************************************************
 LX3429  DESIGNATION -  2097 X
 LX3429  PID         -  LX3429
 LX3429  STATE/COUNTY-  CT/NEW LONDON
 LX3429  USGS QUAD   -  UNCASVILLE (1984)
 LX3429
 LX3429                         *CURRENT SURVEY CONTROL
 LX3429  ___________________________________________________________________
 LX3429* NAD 83(1986)-  41 23 00.     (N)    072 01 40.     (W)     SCALED    
 LX3429* NAVD 88     -        35.336  (meters)     115.93   (feet)  ADJUSTED  
 LX3429  ___________________________________________________________________
 LX3429  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX3429  DYNAMIC HT  -          35.324 (meters)     115.89  (feet)  COMP
 LX3429  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 LX3429
 LX3429  VERT ORDER  -  FIRST     CLASS II
 LX3429
 LX3429.The horizontal coordinates were scaled from a topographic map and have
 LX3429.an estimated accuracy of +/- 6 seconds.
 LX3429
 LX3429.The orthometric height was determined by differential leveling
 LX3429.and adjusted by the National Geodetic Survey in June 1991..
 LX3429
 LX3429.The geoid height was determined by GEOID03.
 LX3429
 LX3429.The dynamic height is computed by dividing the NAVD 88
 LX3429.geopotential number by the normal gravity value computed on the
 LX3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3429.degrees latitude (g = 980.6199 gals.).
 LX3429
 LX3429.The modeled gravity was interpolated from observed gravity values.
 LX3429
 LX3429;                    North         East    Units  Estimated Accuracy
 LX3429;SPC CT       -   213,730.      365,210.      MT  (+/- 180 meters Scaled)
 LX3429
 LX3429                          SUPERSEDED SURVEY CONTROL
 LX3429
 LX3429.No superseded survey control is available for this station.
 LX3429
 LX3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL485855(NAD 83)
 LX3429_MARKER: DD = SURVEY DISK
 LX3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3429_SP_SET: CONCRETE POST
 LX3429_STAMPING: 2097
 LX3429_MARK LOGO: CTGS  
 LX3429_PROJECTION: FLUSH
 LX3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3429+STABILITY: SURFACE MOTION
 LX3429
 LX3429  HISTORY     - Date     Condition        Report By
 LX3429  HISTORY     - 1939     MONUMENTED       CTGS
 LX3429  HISTORY     - 1986     GOOD             NGS
 LX3429  HISTORY     - 1989     GOOD             USPSQD
 LX3429  HISTORY     - 19901014 GOOD             USPSQD
 LX3429
 LX3429                          STATION DESCRIPTION
 LX3429
 LX3429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3429'0.1 KM (0.05 MI) NORTH FROM CENTER GROTON.
 LX3429'0.1 KM (0.05 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 LX3429'OF STATE HIGHWAY 184 IN CENTER GROTON TO THE MARK ON THE LEFT, AT THE
 LX3429'END OF CANDLEWOOD ROAD, 27.00 METERS (88.6 FT) NORTHWEST OF THE
 LX3429'NORTHWEST CURB OF THE HIGHWAY, 17.65 METERS (57.9 FT) SOUTHWEST OF THE
 LX3429'TOP OF A STONE WITH MEMORIAL BY D.A.R. TO GEORGE WASHINGTON,
 LX3429'16.03 METERS (52.6 FT) NORTH-NORTHEAST OF AND ACROSS CANDLEWOOD ROAD
 LX3429'FROM UTILITY POLE NO. 302, 1.98 METERS (6.5 FT) NORTH OF THE NORTH
 LX3429'CURB OF CANDLEWOOD ROAD. NOTE--THE MARK IS NOT STAMPED 2097X.
 LX3429'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX3429'THE MARK IS 0.18 M ABOVE CANDLEWOOD ROAD.
 LX3429
 LX3429                          STATION RECOVERY (1989)
 LX3429
 LX3429'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3429'RECOVERED IN GOOD CONDITION.
 LX3429
 LX3429                          STATION RECOVERY (1990)
 LX3429
 LX3429'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3430 ***********************************************************************
 LX3430  DESIGNATION -  2099 X
 LX3430  PID         -  LX3430
 LX3430  STATE/COUNTY-  CT/NEW LONDON
 LX3430  USGS QUAD   -  UNCASVILLE (1984)
 LX3430
 LX3430                         *CURRENT SURVEY CONTROL
 LX3430  ___________________________________________________________________
 LX3430* NAD 83(1986)-  41 23 02.     (N)    072 01 32.     (W)     SCALED    
 LX3430* NAVD 88     -        36.816  (meters)     120.79   (feet)  ADJUSTED  
 LX3430  ___________________________________________________________________
 LX3430  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX3430  DYNAMIC HT  -          36.804 (meters)     120.75  (feet)  COMP
 LX3430  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LX3430
 LX3430  VERT ORDER  -  FIRST     CLASS II
 LX3430
 LX3430.The horizontal coordinates were scaled from a topographic map and have
 LX3430.an estimated accuracy of +/- 6 seconds.
 LX3430
 LX3430.The orthometric height was determined by differential leveling
 LX3430.and adjusted by the National Geodetic Survey in June 1991..
 LX3430
 LX3430.The geoid height was determined by GEOID03.
 LX3430
 LX3430.The dynamic height is computed by dividing the NAVD 88
 LX3430.geopotential number by the normal gravity value computed on the
 LX3430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3430.degrees latitude (g = 980.6199 gals.).
 LX3430
 LX3430.The modeled gravity was interpolated from observed gravity values.
 LX3430
 LX3430;                    North         East    Units  Estimated Accuracy
 LX3430;SPC CT       -   213,800.      365,400.      MT  (+/- 180 meters Scaled)
 LX3430
 LX3430                          SUPERSEDED SURVEY CONTROL
 LX3430
 LX3430.No superseded survey control is available for this station.
 LX3430
 LX3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL487856(NAD 83)
 LX3430_MARKER: DD = SURVEY DISK
 LX3430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3430_SP_SET: CONCRETE POST
 LX3430_STAMPING: 2099
 LX3430_MARK LOGO: CTGS  
 LX3430_PROJECTION: PROJECTING 10 CENTIMETERS
 LX3430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3430+STABILITY: SURFACE MOTION
 LX3430
 LX3430  HISTORY     - Date     Condition        Report By
 LX3430  HISTORY     - 1939     MONUMENTED       CTGS
 LX3430  HISTORY     - 1986     GOOD             NGS
 LX3430  HISTORY     - 1989     GOOD             USPSQD
 LX3430  HISTORY     - 19901014 GOOD             USPSQD
 LX3430
 LX3430                          STATION DESCRIPTION
 LX3430
 LX3430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3430'0.3 KM (0.2 MI) NORTH FROM CENTER GROTON.
 LX3430'0.08 KM (0.05 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 LX3430'OF STATE HIGHWAY 184 IN CENTER GROTON, THENCE 0.24 KM (0.15 MI) EAST
 LX3430'ALONG CANDLEWOOD ROAD TO THE MARK ON THE LEFT, JUST WEST OF THE GRACE
 LX3430'BAPTIST CHAPEL ON TOP OF A 4-FOOT BANK, 6.34 METERS (20.8 FT)
 LX3430'NORTH-NORTHEAST OF THE CENTERLINE OF CANDLEWOOD ROAD, 25.91 METERS
 LX3430'(85.0 FT) WEST OF THE WEST RANGE OF THE CHAPEL, 15.24 METERS (50.0 FT)
 LX3430'NORTH-NORTHEAST OF AND ACROSS THE ROAD FROM UTILITY POLE NO. 524,
 LX3430'1.22 METERS (4.0 FT) SOUTH-SOUTHWEST OF A STONE WALL WHICH PARALLELS
 LX3430'CANDLEWOOD ROAD.   NOTE--MARK IS NOT STAMPED 2099X.
 LX3430'THE MARK IS 0.20 METERS  SSW FROM  A WITNESS POST
 LX3430'THE MARK IS 1.07 M ABOVE CANDLEWOOD ROAD.
 LX3430
 LX3430                          STATION RECOVERY (1989)
 LX3430
 LX3430'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3430'RECOVERED IN GOOD CONDITION.
 LX3430
 LX3430                          STATION RECOVERY (1990)
 LX3430
 LX3430'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5947 ***********************************************************************
 LX5947  DESIGNATION -  210
 LX5947  PID         -  LX5947
 LX5947  STATE/COUNTY-  CT/NEW LONDON
 LX5947  USGS QUAD   -  DEEP RIVER (1971)
 LX5947
 LX5947                         *CURRENT SURVEY CONTROL
 LX5947  ___________________________________________________________________
 LX5947* NAD 83(1996)-  41 23 59.51443(N)    072 25 11.85904(W)     ADJUSTED  
 LX5947* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5947  ___________________________________________________________________
 LX5947  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX5947  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX5947
 LX5947  HORZ ORDER  -  THIRD
 LX5947
 LX5947.The horizontal coordinates were established by classical geodetic methods
 LX5947.and adjusted by the National Geodetic Survey in August 1998..
 LX5947
 LX5947.The orthometric height was scaled from a topographic map.
 LX5947
 LX5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5947
 LX5947.The geoid height was determined by GEOID03.
 LX5947
 LX5947;                    North         East     Units Scale Factor Converg.
 LX5947;SPC CT       -   215,370.707   332,399.563   MT  0.99998585   +0 13 07.8
 LX5947;SPC CT       -   706,595.39  1,090,547.57   sFT  0.99998585   +0 13 07.8
 LX5947;UTM  18      - 4,586,359.917   715,677.860   MT  1.00017250   +1 42 24.7
 LX5947
 LX5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5947!SPC CT       -   1.00000446  x   0.99998585  =   0.99999031
 LX5947!UTM  18      -   1.00000446  x   1.00017250  =   1.00017696
 LX5947
 LX5947:                Primary Azimuth Mark                     Grid Az
 LX5947:SPC CT       -  DEEP RIVER SCHOOL CUPOLA                 216 19 39.2
 LX5947:UTM  18      -  DEEP RIVER SCHOOL CUPOLA                 214 50 22.3
 LX5947
 LX5947|---------------------------------------------------------------------|
 LX5947| PID    Reference Object                     Distance      Geod. Az  |
 LX5947|                                                           dddmmss.s |
 LX5947| LX5967 DEEP RIVER SCHOOL CUPOLA            APPROX. 1.9 KM 2163247.0 |
 LX5947|---------------------------------------------------------------------|
 LX5947
 LX5947                          SUPERSEDED SURVEY CONTROL
 LX5947
 LX5947  NAD 83(1992)-  41 23 59.51356(N)    072 25 11.85875(W) AD(       ) 3
 LX5947  NAD 83(1986)-  41 23 59.51538(N)    072 25 11.86178(W) AD(       ) 3
 LX5947  NAD 27      -  41 23 59.15900(N)    072 25 13.56600(W) AD(       ) 3
 LX5947
 LX5947.Superseded values are not recommended for survey control.
 LX5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5947.See file dsdata.txt to determine how the superseded data were derived.
 LX5947
 LX5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1567886360(NAD 83)
 LX5947
 LX5947  HISTORY     - Date     Condition        Report By
 LX5947  HISTORY     - 1934     MONUMENTED       CGS
 LX5947  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5947
 LX5947                          STATION DESCRIPTION
 LX5947
 LX5947'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5947'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX5947'U.S.A. IN 1909.  IT IS ON A LEDGE AT THE RIVER BANK ON THE
 LX5947'W SIDE OF SELDEN NECK.  FROM THE STATION, THE N END OF
 LX5947'EUSTASIA ISLAND AND THE DEEP RIVER STEAMBOAT DOCK ARE IN RANGE.
 LX5947'
 LX5947'THE STATION IS ABOUT 5 METERS BACK FROM WATERS EDGE AND
 LX5947'10 FEET ABOVE IT IN ELEVATION.  IT IS ABOUT 30 METERS UP-STREAM
 LX5947'FROM THE REMAINS OF AN OLD PIER.  THE STATION IS MARKED BY A
 LX5947'BRASS PLUG SET FLUSH WITH THE SURFACE OF THE ROCK AND STAMPED
 LX5947'U.S. 210 IN THE TOP.
 LX5947'
 LX5947'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5947'
 LX5947'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5947
 LX5947                          STATION RECOVERY (1969)
 LX5947
 LX5947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5947'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A
 LX5947'WOODEN THREE SIDED DAYBEACON STRUCTURE (SELDEN NECK DAYBEACON)
 LX5947'HAS BEEN ERECTED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0709 ***********************************************************************
 LX0709  DESIGNATION -  210 W
 LX0709  PID         -  LX0709
 LX0709  STATE/COUNTY-  CT/LITCHFIELD
 LX0709  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0709
 LX0709                         *CURRENT SURVEY CONTROL
 LX0709  ___________________________________________________________________
 LX0709* NAD 83(1986)-  41 57 19.     (N)    073 21 52.     (W)     SCALED    
 LX0709* NAVD 88     -       191.181  (meters)     627.23   (feet)  ADJUSTED  
 LX0709  ___________________________________________________________________
 LX0709  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0709  DYNAMIC HT  -         191.115 (meters)     627.02  (feet)  COMP
 LX0709  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 LX0709
 LX0709  VERT ORDER  -  FIRST     CLASS II
 LX0709
 LX0709.The horizontal coordinates were scaled from a topographic map and have
 LX0709.an estimated accuracy of +/- 6 seconds.
 LX0709
 LX0709.The orthometric height was determined by differential leveling
 LX0709.and adjusted by the National Geodetic Survey in June 1991..
 LX0709.WARNING-Repeat measurements at this control monument indicate possible
 LX0709.vertical movement.
 LX0709
 LX0709.The geoid height was determined by GEOID03.
 LX0709
 LX0709.The dynamic height is computed by dividing the NAVD 88
 LX0709.geopotential number by the normal gravity value computed on the
 LX0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0709.degrees latitude (g = 980.6199 gals.).
 LX0709
 LX0709.The modeled gravity was interpolated from observed gravity values.
 LX0709
 LX0709;                    North         East    Units  Estimated Accuracy
 LX0709;SPC CT       -   277,190.      253,860.      MT  (+/- 180 meters Scaled)
 LX0709
 LX0709                          SUPERSEDED SURVEY CONTROL
 LX0709
 LX0709.No superseded survey control is available for this station.
 LX0709
 LX0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM355461(NAD 83)
 LX0709_MARKER: DD = SURVEY DISK
 LX0709_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0709_SP_SET: STEP
 LX0709_STAMPING: 210 W 1923 628
 LX0709_MARK LOGO: USGS  
 LX0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0709
 LX0709  HISTORY     - Date     Condition        Report By
 LX0709  HISTORY     - 1923     MONUMENTED       USGS
 LX0709  HISTORY     - 1935     GOOD             NGS
 LX0709  HISTORY     - 1984     GOOD             NGS
 LX0709
 LX0709                          STATION DESCRIPTION
 LX0709
 LX0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0709'IN FALLS VILLAGE.
 LX0709'AT FALLS VILLAGE, LITCHFIELD COUNTY, AT THE NATIONAL IRON
 LX0709'BANK BUILDING, IN THE STEP AT THE FRONT ENTRANCE, AND 5 FEET
 LX0709'WEST OF THE CENTER OF THE ENTRANCE.  A UNITED STATES GEOLOGICAL
 LX0709'SURVEY STANDARD DISK, STAMPED 210 W 1923 628.
 LX0709
 LX0709                          STATION RECOVERY (1984)
 LX0709
 LX0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3437 ***********************************************************************
 LX3437  DESIGNATION -  2114
 LX3437  PID         -  LX3437
 LX3437  STATE/COUNTY-  CT/NEW LONDON
 LX3437  USGS QUAD   -  UNCASVILLE (1984)
 LX3437
 LX3437                         *CURRENT SURVEY CONTROL
 LX3437  ___________________________________________________________________
 LX3437* NAD 83(1986)-  41 26 42.     (N)    072 01 09.     (W)     SCALED    
 LX3437* NAVD 88     -        84.104  (meters)     275.93   (feet)  ADJUSTED  
 LX3437  ___________________________________________________________________
 LX3437  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX3437  DYNAMIC HT  -          84.074 (meters)     275.83  (feet)  COMP
 LX3437  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LX3437
 LX3437  VERT ORDER  -  FIRST     CLASS II
 LX3437
 LX3437.The horizontal coordinates were scaled from a topographic map and have
 LX3437.an estimated accuracy of +/- 6 seconds.
 LX3437
 LX3437.The orthometric height was determined by differential leveling
 LX3437.and adjusted by the National Geodetic Survey in June 1991..
 LX3437
 LX3437.The geoid height was determined by GEOID03.
 LX3437
 LX3437.The dynamic height is computed by dividing the NAVD 88
 LX3437.geopotential number by the normal gravity value computed on the
 LX3437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3437.degrees latitude (g = 980.6199 gals.).
 LX3437
 LX3437.The modeled gravity was interpolated from observed gravity values.
 LX3437
 LX3437;                    North         East    Units  Estimated Accuracy
 LX3437;SPC CT       -   220,590.      365,870.      MT  (+/- 180 meters Scaled)
 LX3437
 LX3437                          SUPERSEDED SURVEY CONTROL
 LX3437
 LX3437.No superseded survey control is available for this station.
 LX3437
 LX3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL490924(NAD 83)
 LX3437_MARKER: DD = SURVEY DISK
 LX3437_SETTING: 80 = SET IN A BOULDER
 LX3437_SP_SET: BOULDER
 LX3437_STAMPING: 2114
 LX3437_MARK LOGO: CTGS  
 LX3437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3437+STABILITY: SURFACE MOTION
 LX3437
 LX3437  HISTORY     - Date     Condition        Report By
 LX3437  HISTORY     - 1939     MONUMENTED       CTGS
 LX3437  HISTORY     - 1986     GOOD             NGS
 LX3437  HISTORY     - 1989     GOOD             USPSQD
 LX3437  HISTORY     - 19901014 GOOD             USPSQD
 LX3437
 LX3437                          STATION DESCRIPTION
 LX3437
 LX3437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3437'0.1 KM (0.05 MI) SW FROM LEDYARD CENTER.
 LX3437'0.1 KM (0.05 MI) SOUTHWEST ALONG STATE HIGHWAY 214 FROM THE
 LX3437'INTERSECTION OF STATE HIGHWAY 117 IN LEDYARD CENTER TO THE MARK ON THE
 LX3437'LEFT THRU WOODS FROM UTILITY POLE NUMBER 2181 WITH ONE GUY WIRE AND IN
 LX3437'TOP OF A SMALL EXPOSED BOULDER.  IT IS 26.21 METERS (86.0 FT) SOUTH
 LX3437'OF THE CENTERLINE OF THE HIGHWAY AND 4.27 METERS (14.0 FT) EAST OF A
 LX3437'NORTH-SOUTH STONE WALL.
 LX3437'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX3437
 LX3437                          STATION RECOVERY (1989)
 LX3437
 LX3437'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3437'RECOVERED IN GOOD CONDITION.
 LX3437
 LX3437                          STATION RECOVERY (1990)
 LX3437
 LX3437'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3438 ***********************************************************************
 LX3438  DESIGNATION -  2117
 LX3438  PID         -  LX3438
 LX3438  STATE/COUNTY-  CT/NEW LONDON
 LX3438  USGS QUAD   -  UNCASVILLE (1984)
 LX3438
 LX3438                         *CURRENT SURVEY CONTROL
 LX3438  ___________________________________________________________________
 LX3438* NAD 83(1986)-  41 26 44.     (N)    072 00 16.     (W)     SCALED    
 LX3438* NAVD 88     -        64.350  (meters)     211.12   (feet)  ADJUSTED  
 LX3438  ___________________________________________________________________
 LX3438  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX3438  DYNAMIC HT  -          64.326 (meters)     211.04  (feet)  COMP
 LX3438  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 LX3438
 LX3438  VERT ORDER  -  FIRST     CLASS II
 LX3438
 LX3438.The horizontal coordinates were scaled from a topographic map and have
 LX3438.an estimated accuracy of +/- 6 seconds.
 LX3438
 LX3438.The orthometric height was determined by differential leveling
 LX3438.and adjusted by the National Geodetic Survey in June 1991..
 LX3438
 LX3438.The geoid height was determined by GEOID03.
 LX3438
 LX3438.The dynamic height is computed by dividing the NAVD 88
 LX3438.geopotential number by the normal gravity value computed on the
 LX3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3438.degrees latitude (g = 980.6199 gals.).
 LX3438
 LX3438.The modeled gravity was interpolated from observed gravity values.
 LX3438
 LX3438;                    North         East    Units  Estimated Accuracy
 LX3438;SPC CT       -   220,660.      367,100.      MT  (+/- 180 meters Scaled)
 LX3438
 LX3438                          SUPERSEDED SURVEY CONTROL
 LX3438
 LX3438.No superseded survey control is available for this station.
 LX3438
 LX3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL502925(NAD 83)
 LX3438_MARKER: DD = SURVEY DISK
 LX3438_SETTING: 66 = SET IN ROCK OUTCROP
 LX3438_SP_SET: ROCK OUTCROP
 LX3438_STAMPING: 2117
 LX3438_MARK LOGO: CTGS  
 LX3438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3438+STABILITY: POSITION/ELEVATION WELL
 LX3438
 LX3438  HISTORY     - Date     Condition        Report By
 LX3438  HISTORY     - 1939     MONUMENTED       CTGS
 LX3438  HISTORY     - 1986     GOOD             NGS
 LX3438  HISTORY     - 1989     GOOD             USPSQD
 LX3438  HISTORY     - 19901014 GOOD             USPSQD
 LX3438
 LX3438                          STATION DESCRIPTION
 LX3438
 LX3438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3438'1.1 KM (0.7 MI) NE FROM LEDYARD CENTER.
 LX3438'1.1 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 214 FROM THE
 LX3438'INTERSECTION OF STATE HIGHWAY 117 IN LEDYARD CENTER TO THE MARK ON THE
 LX3438'RIGHT AND ACROSS HIGHWAY FROM A LARGE ABANDONED BARN IN EXPOSED ROCK
 LX3438'OUTCROP.  IT IS 15.24 METERS (50.0 FT) SOUTH-SOUTHWEST OF THE
 LX3438'CENTERLINE OF THE HIGHWAY AND 13.04 METERS (42.8 FT) SOUTHWEST
 LX3438'OF UTILITY POLE NUMBER 1410 WITH TRANSFORMER.  NOTE--THERE ARE SEVERAL
 LX3438'EXPOSED ROCK OUTCROPS IN THIS AREA.
 LX3438'THE MARK IS 1.22 M ABOVE HIGHWAY.
 LX3438
 LX3438                          STATION RECOVERY (1989)
 LX3438
 LX3438'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3438'RECOVERED IN GOOD CONDITION.
 LX3438
 LX3438                          STATION RECOVERY (1990)
 LX3438
 LX3438'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1843 ***********************************************************************
 LW1843  DESIGNATION -  2119
 LW1843  PID         -  LW1843
 LW1843  STATE/COUNTY-  CT/NEW LONDON
 LW1843  USGS QUAD   -  OLD MYSTIC (1983)
 LW1843
 LW1843                         *CURRENT SURVEY CONTROL
 LW1843  ___________________________________________________________________
 LW1843* NAD 83(1986)-  41 26 50.     (N)    071 58 49.     (W)     SCALED    
 LW1843* NAVD 88     -        40.061  (meters)     131.43   (feet)  ADJUSTED  
 LW1843  ___________________________________________________________________
 LW1843  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW1843  DYNAMIC HT  -          40.047 (meters)     131.39  (feet)  COMP
 LW1843  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 LW1843
 LW1843  VERT ORDER  -  FIRST     CLASS II
 LW1843
 LW1843.The horizontal coordinates were scaled from a topographic map and have
 LW1843.an estimated accuracy of +/- 6 seconds.
 LW1843
 LW1843.The orthometric height was determined by differential leveling
 LW1843.and adjusted by the National Geodetic Survey in June 1991..
 LW1843
 LW1843.The geoid height was determined by GEOID03.
 LW1843
 LW1843.The dynamic height is computed by dividing the NAVD 88
 LW1843.geopotential number by the normal gravity value computed on the
 LW1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1843.degrees latitude (g = 980.6199 gals.).
 LW1843
 LW1843.The modeled gravity was interpolated from observed gravity values.
 LW1843
 LW1843;                    North         East    Units  Estimated Accuracy
 LW1843;SPC CT       -   220,860.      369,120.      MT  (+/- 180 meters Scaled)
 LW1843
 LW1843                          SUPERSEDED SURVEY CONTROL
 LW1843
 LW1843.No superseded survey control is available for this station.
 LW1843
 LW1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF510926(NAD 83)
 LW1843_MARKER: DD = SURVEY DISK
 LW1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1843_SP_SET: CONCRETE POST
 LW1843_STAMPING: 2119
 LW1843_MARK LOGO: CTGS  
 LW1843_PROJECTION: RECESSED 20 CENTIMETERS
 LW1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1843+STABILITY: SURFACE MOTION
 LW1843
 LW1843  HISTORY     - Date     Condition        Report By
 LW1843  HISTORY     - 1939     MONUMENTED       CTGS
 LW1843  HISTORY     - 1986     GOOD             NGS
 LW1843
 LW1843                          STATION DESCRIPTION
 LW1843
 LW1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1843'3.4 KM (2.1 MI) NE FROM LEDYARD CENTER.
 LW1843'3.4 KM (2.1 MI) NORTHEAST ALONG STATE HIGHWAY 214 FROM THE
 LW1843'INTERSECTION OF STATE HIGHWAY 117 IN LEDYARD CENTER TO THE MARK ON THE
 LW1843'RIGHT, 0.3 KM (0.2 MI) SOUTHWEST OF THE JUNCTION OF SHEWVILLE ROAD
 LW1843'LEADING NORTHWEST.  IT IS 3.66 METERS (12.0 FT) SOUTH OF THE
 LW1843'CENTERLINE OF THE HIGHWAY, 15.15 METERS (49.7 FT) WEST OF UTILITY
 LW1843'POLE NUMBER 3923 WITH TWO GUY WIRES AND 5.67 METERS (18.6 FT) EAST OF
 LW1843'A 1/2 INCH DRILL HOLE AND CHISELED TRIANGLE IN A 2 X 3 FOOT
 LW1843'BOULDER AT THE CORNER OF A STONE WALL. 2787 N
 LW1843'THE MARK IS 0.24 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0696 ***********************************************************************
 LX0696  DESIGNATION -  212 W
 LX0696  PID         -  LX0696
 LX0696  STATE/COUNTY-  CT/LITCHFIELD
 LX0696  USGS QUAD   -  CORNWALL (1984)
 LX0696
 LX0696                         *CURRENT SURVEY CONTROL
 LX0696  ___________________________________________________________________
 LX0696* NAD 83(1986)-  41 49 09.     (N)    073 22 19.     (W)     SCALED    
 LX0696* NAVD 88     -       135.398  (meters)     444.22   (feet)  ADJUSTED  
 LX0696  ___________________________________________________________________
 LX0696  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0696  DYNAMIC HT  -         135.352 (meters)     444.07  (feet)  COMP
 LX0696  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX0696
 LX0696  VERT ORDER  -  SECOND    CLASS 0
 LX0696
 LX0696.The horizontal coordinates were scaled from a topographic map and have
 LX0696.an estimated accuracy of +/- 6 seconds.
 LX0696
 LX0696.The orthometric height was determined by differential leveling
 LX0696.and adjusted by the National Geodetic Survey in June 1991..
 LX0696
 LX0696.The geoid height was determined by GEOID03.
 LX0696
 LX0696.The dynamic height is computed by dividing the NAVD 88
 LX0696.geopotential number by the normal gravity value computed on the
 LX0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0696.degrees latitude (g = 980.6199 gals.).
 LX0696
 LX0696.The modeled gravity was interpolated from observed gravity values.
 LX0696
 LX0696;                    North         East    Units  Estimated Accuracy
 LX0696;SPC CT       -   262,070.      253,130.      MT  (+/- 180 meters Scaled)
 LX0696
 LX0696                          SUPERSEDED SURVEY CONTROL
 LX0696
 LX0696  NGVD 29 (??/??/92)  135.641  (m)          445.02   (f) ADJ UNCH    2 0
 LX0696
 LX0696.Superseded values are not recommended for survey control.
 LX0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0696.See file dsdata.txt to determine how the superseded data were derived.
 LX0696
 LX0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM352309(NAD 83)
 LX0696_MARKER: DD = SURVEY DISK
 LX0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0696_SP_SET: PIER
 LX0696_STAMPING: 212 W 1923 442
 LX0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0696
 LX0696  HISTORY     - Date     Condition        Report By
 LX0696  HISTORY     - 1923     MONUMENTED       USGS
 LX0696  HISTORY     - 1935     GOOD             NGS
 LX0696  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0696
 LX0696                          STATION DESCRIPTION
 LX0696
 LX0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0696'AT CORNWALL BRIDGE.
 LX0696'AT CORNWALL BRIDGE, LITCHFIELD COUNTY, ON THE NEW YORK, NEW
 LX0696'HAVEN AND HARTFORD RAILROAD, 150-FOOT SOUTH OF THE STATION,
 LX0696'AT THE BRIDGE OVER HOUSATONIC RIVER AND THE RAILROAD, IN THE
 LX0696'CENTER OF THE SECOND PIER FROM THE EAST END OF THE BRIDGE, 20
 LX0696'FEET EAST OF THE EAST RAIL, AND 3 FEET HIGHER THAN THE RAIL.
 LX0696'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 212 W
 LX0696'1923 442.
 LX0696
 LX0696                          STATION RECOVERY (1984)
 LX0696
 LX0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0696'NOT RECOVERED, LOCAL PEOPLE REPORT THAT THE BRIDGE WAS REBUILT AFTER
 LX0696'1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6386 ***********************************************************************
 LX6386  DESIGNATION -  2129
 LX6386  PID         -  LX6386
 LX6386  STATE/COUNTY-  CT/NEW HAVEN
 LX6386  USGS QUAD   -  BRANFORD (1984)
 LX6386
 LX6386                         *CURRENT SURVEY CONTROL
 LX6386  ___________________________________________________________________
 LX6386* NAD 83(1996)-  41 25 28.     (N)    072 46 37.     (W)     SCALED    
 LX6386* NAVD 88     -        88.28   (+/-2cm)     289.6    (feet)  VERTCON   
 LX6386  ___________________________________________________________________
 LX6386  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX6386
 LX6386  VERT ORDER  -  THIRD ? (See Below)
 LX6386
 LX6386.The horizontal coordinates were scaled from a topographic map and have
 LX6386.an estimated accuracy of +/- 6 seconds.
 LX6386
 LX6386.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6386.The vertical order pertains to the NGVD 29 superseded value.
 LX6386
 LX6386.The geoid height was determined by GEOID03.
 LX6386
 LX6386;                    North         East    Units  Estimated Accuracy
 LX6386;SPC CT       -   218,050.      302,550.      MT  (+/- 180 meters Scaled)
 LX6386
 LX6386                          SUPERSEDED SURVEY CONTROL
 LX6386
 LX6386  NGVD 29 (07/19/86)   88.58   (m)          290.6    (f) LEVELING    3  
 LX6386
 LX6386.Superseded values are not recommended for survey control.
 LX6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6386.See file dsdata.txt to determine how the superseded data were derived.
 LX6386
 LX6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL857882(NAD 83)
 LX6386_MARKER: Z = SEE DESCRIPTION
 LX6386_SETTING: 0 = UNSPECIFIED SETTING
 LX6386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6386
 LX6386  HISTORY     - Date     Condition        Report By
 LX6386  HISTORY     - 1976     MONUMENTED       NGS
 LX6386
 LX6386                          STATION DESCRIPTION
 LX6386
 LX6386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6386'THE STATION IS ABOUT 6 MILES SOUTHWEST OF DURHAM, 3 MILES
 LX6386'SOUTHEAST OF WALLINGFORD, 2-1/2 MILES NORTHEAST OF NORTHFORD
 LX6386'AND ALONG THE ROAD RIGHT-OF-WAY OF WOODS HILL ROAD.
 LX6386'
 LX6386'TO REACH THE STATION FROM THE POST OFFICE IN NORTHFORD, GO
 LX6386'NORTHEAST ON STATE HIGHWAY 17 FOR 1.25 MILES TO THE JUNCTION
 LX6386'OF WOODS HILL ROAD.  TURN LEFT AND GO NORTH ON WOODS HILL ROAD
 LX6386'FOR 1.05 MILES TO A DRIVEWAY RIGHT AT A SMALL GARAGE.  CONTINUE
 LX6386'NORTH ON WOODS HILL ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT
 LX6386'AS DESCRIBED.
 LX6386'
 LX6386'STATION MARK, STAMPED---2129---, IS A COAST AND GEODETIC
 LX6386'SURVEY AND STATE SURVEY DISK SET IN A 6 BY 6-INCH CONCRETE
 LX6386'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 93 FEET
 LX6386'NORTH OF POWER POLE NUMBER 299, 49.5 FEET SOUTH OF POWER POLE
 LX6386'NUMBER 300 AND 13 FEET WEST OF THE APPROXIMATE CENTER OF WOODS
 LX6386'HILL ROAD.
 LX6386'
 LX6386'AN EDM CONNECTION WAS MADE TO 15 XL CGS.  THE DISTANCE BEING
 LX6386'68.954 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0697 ***********************************************************************
 LX0697  DESIGNATION -  213 W
 LX0697  PID         -  LX0697
 LX0697  STATE/COUNTY-  CT/LITCHFIELD
 LX0697  USGS QUAD   -  CORNWALL (1984)
 LX0697
 LX0697                         *CURRENT SURVEY CONTROL
 LX0697  ___________________________________________________________________
 LX0697* NAD 83(1986)-  41 49 06.     (N)    073 22 10.     (W)     SCALED    
 LX0697* NAVD 88     -       141.321  (meters)     463.65   (feet)  ADJUSTED  
 LX0697  ___________________________________________________________________
 LX0697  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0697  DYNAMIC HT  -         141.273 (meters)     463.49  (feet)  COMP
 LX0697  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX0697
 LX0697  VERT ORDER  -  SECOND    CLASS 0
 LX0697
 LX0697.The horizontal coordinates were scaled from a topographic map and have
 LX0697.an estimated accuracy of +/- 6 seconds.
 LX0697
 LX0697.The orthometric height was determined by differential leveling
 LX0697.and adjusted by the National Geodetic Survey in June 1991..
 LX0697
 LX0697.The geoid height was determined by GEOID03.
 LX0697
 LX0697.The dynamic height is computed by dividing the NAVD 88
 LX0697.geopotential number by the normal gravity value computed on the
 LX0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0697.degrees latitude (g = 980.6199 gals.).
 LX0697
 LX0697.The modeled gravity was interpolated from observed gravity values.
 LX0697
 LX0697;                    North         East    Units  Estimated Accuracy
 LX0697;SPC CT       -   261,980.      253,330.      MT  (+/- 180 meters Scaled)
 LX0697
 LX0697                          SUPERSEDED SURVEY CONTROL
 LX0697
 LX0697  NGVD 29 (??/??/92)  141.564  (m)          464.45   (f) ADJ UNCH    2 0
 LX0697
 LX0697.Superseded values are not recommended for survey control.
 LX0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0697.See file dsdata.txt to determine how the superseded data were derived.
 LX0697
 LX0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM354308(NAD 83)
 LX0697_MARKER: DD = SURVEY DISK
 LX0697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0697_SP_SET: BRIDGE
 LX0697_STAMPING: 213 W 1923 465
 LX0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0697
 LX0697  HISTORY     - Date     Condition        Report By
 LX0697  HISTORY     - 1923     MONUMENTED       USGS
 LX0697  HISTORY     - 1935     GOOD             NGS
 LX0697  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0697
 LX0697                          STATION DESCRIPTION
 LX0697
 LX0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0697'IN CORNWALL BRIDGE.
 LX0697'AT CORNWALL BRIDGE, LITCHFIELD COUNTY, 700 FEET EAST ALONG A
 LX0697'ROAD FROM THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0697'STATION, AT A 28-FOOT CONCRETE HIGHWAY BRIDGE, IN THE WEST END
 LX0697'OF THE SOUTH HEADWALL, 9 FEET SOUTH OF THE CENTERLINE OF THE
 LX0697'ROAD, AND LEVEL WITH THE ROAD.  A UNITED STATES GEOLOGICAL
 LX0697'SURVEY STANDARD DISK, STAMPED 213 W 1923 465.
 LX0697
 LX0697                          STATION RECOVERY (1984)
 LX0697
 LX0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0697'NOT RECOVERED, LOCAL PEOPLE REPORT THAT THE BRIDGE WAS REBUILT AFTER
 LX0697'1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2870 ***********************************************************************
 LX2870  DESIGNATION -  2131
 LX2870  PID         -  LX2870
 LX2870  STATE/COUNTY-  CT/NEW HAVEN
 LX2870  USGS QUAD   -  BRANFORD (1984)
 LX2870
 LX2870                         *CURRENT SURVEY CONTROL
 LX2870  ___________________________________________________________________
 LX2870* NAD 83(1986)-  41 24 31.     (N)    072 46 28.     (W)     SCALED    
 LX2870* NAVD 88     -        67.312  (meters)     220.84   (feet)  ADJUSTED  
 LX2870  ___________________________________________________________________
 LX2870  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2870  DYNAMIC HT  -          67.289 (meters)     220.76  (feet)  COMP
 LX2870  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 LX2870
 LX2870  VERT ORDER  -  FIRST     CLASS II
 LX2870
 LX2870.The horizontal coordinates were scaled from a topographic map and have
 LX2870.an estimated accuracy of +/- 6 seconds.
 LX2870
 LX2870.The orthometric height was determined by differential leveling
 LX2870.and adjusted by the National Geodetic Survey in June 1991..
 LX2870
 LX2870.The geoid height was determined by GEOID03.
 LX2870
 LX2870.The dynamic height is computed by dividing the NAVD 88
 LX2870.geopotential number by the normal gravity value computed on the
 LX2870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2870.degrees latitude (g = 980.6199 gals.).
 LX2870
 LX2870.The modeled gravity was interpolated from observed gravity values.
 LX2870
 LX2870;                    North         East    Units  Estimated Accuracy
 LX2870;SPC CT       -   216,290.      302,760.      MT  (+/- 180 meters Scaled)
 LX2870
 LX2870                          SUPERSEDED SURVEY CONTROL
 LX2870
 LX2870.No superseded survey control is available for this station.
 LX2870
 LX2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL860865(NAD 83)
 LX2870_MARKER: DD = SURVEY DISK
 LX2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2870_SP_SET: CONCRETE POST
 LX2870_STAMPING: 2131
 LX2870_MARK LOGO: CTGS  
 LX2870_PROJECTION: FLUSH
 LX2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2870+STABILITY: SURFACE MOTION
 LX2870
 LX2870  HISTORY     - Date     Condition        Report By
 LX2870  HISTORY     - 1938     MONUMENTED       CTGS
 LX2870  HISTORY     - 1985     GOOD             NGS
 LX2870
 LX2870                          STATION DESCRIPTION
 LX2870
 LX2870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2870'2.3 KM (1.4 MI) NE FROM NORTHFORD.
 LX2870'2.3 KM (1.45 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2870'STATE HIGHWAY 22 IN NORTHFORD TO THE MARK ON THE LEFT, 10.06 METERS
 LX2870'(33.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.53 METERS (28.0
 LX2870'FT) WEST OF THE CENTER OF WOODS HILL ROAD, 1.22 METERS (4.0 FT) EAST
 LX2870'OF A 46-CM (18-INCH) MAPLE TREE.
 LX2870'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2663 ***********************************************************************
 LX2663  DESIGNATION -  214 W
 LX2663  PID         -  LX2663
 LX2663  STATE/COUNTY-  CT/LITCHFIELD
 LX2663  USGS QUAD   -  CORNWALL (1984)
 LX2663
 LX2663                         *CURRENT SURVEY CONTROL
 LX2663  ___________________________________________________________________
 LX2663* NAD 83(1986)-  41 50 37.     (N)    073 19 47.     (W)     SCALED    
 LX2663* NAVD 88     -       218.702  (meters)     717.52   (feet)  ADJUSTED  
 LX2663  ___________________________________________________________________
 LX2663  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2663  DYNAMIC HT  -         218.624 (meters)     717.27  (feet)  COMP
 LX2663  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 LX2663
 LX2663  VERT ORDER  -  FIRST     CLASS II
 LX2663
 LX2663.The horizontal coordinates were scaled from a topographic map and have
 LX2663.an estimated accuracy of +/- 6 seconds.
 LX2663
 LX2663.The orthometric height was determined by differential leveling
 LX2663.and adjusted by the National Geodetic Survey in June 1991..
 LX2663
 LX2663.The geoid height was determined by GEOID03.
 LX2663
 LX2663.The dynamic height is computed by dividing the NAVD 88
 LX2663.geopotential number by the normal gravity value computed on the
 LX2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2663.degrees latitude (g = 980.6199 gals.).
 LX2663
 LX2663.The modeled gravity was interpolated from observed gravity values.
 LX2663
 LX2663;                    North         East    Units  Estimated Accuracy
 LX2663;SPC CT       -   264,760.      256,650.      MT  (+/- 180 meters Scaled)
 LX2663
 LX2663                          SUPERSEDED SURVEY CONTROL
 LX2663
 LX2663.No superseded survey control is available for this station.
 LX2663
 LX2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM386337(NAD 83)
 LX2663_MARKER: DD = SURVEY DISK
 LX2663_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2663+WITH SETTING: PAVEMENT
 LX2663_SP_SET: FOUNDATION OF STEPS
 LX2663_STAMPING: 214 W 1923 719
 LX2663_MARK LOGO: USGS  
 LX2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2663+STABILITY: SURFACE MOTION
 LX2663
 LX2663  HISTORY     - Date     Condition        Report By
 LX2663  HISTORY     - 1923     MONUMENTED       USGS
 LX2663  HISTORY     - 1985     GOOD             NGS
 LX2663
 LX2663                          STATION DESCRIPTION
 LX2663
 LX2663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2663'IN CORNWALL.
 LX2663'IN CORNWALL, AT THE JUNCTION OF PINE STREET AND BOLTON HILL ROAD, AT
 LX2663'THE NORTH ENTRANCE OF THE CALHOUN MEMORIAL LIBRARY, IN THE NORTH SIDE
 LX2663'OF THE WEST FOUNDATION OF THE ENTRANCE STEPS, 19.05 METERS (62.5 FT)
 LX2663'EAST OF THE CENTER OF PINE STREET, 2.43 METERS (8.0 FT) NORTH OF THE
 LX2663'NORTHWEST CORNER OF THE LIBRARY.
 LX2663'THE MARK IS 0.61 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2667 ***********************************************************************
 LX2667  DESIGNATION -  215 W
 LX2667  PID         -  LX2667
 LX2667  STATE/COUNTY-  CT/LITCHFIELD
 LX2667  USGS QUAD   -  CORNWALL (1984)
 LX2667
 LX2667                         *CURRENT SURVEY CONTROL
 LX2667  ___________________________________________________________________
 LX2667* NAD 83(1986)-  41 50 43.     (N)    073 17 18.     (W)     SCALED    
 LX2667* NAVD 88     -       430.298  (meters)    1411.74   (feet)  ADJUSTED  
 LX2667  ___________________________________________________________________
 LX2667  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2667  DYNAMIC HT  -         430.142 (meters)    1411.22  (feet)  COMP
 LX2667  MODELED GRAV-     980,246.0   (mgal)                       NAVD 88
 LX2667
 LX2667  VERT ORDER  -  FIRST     CLASS II
 LX2667
 LX2667.The horizontal coordinates were scaled from a topographic map and have
 LX2667.an estimated accuracy of +/- 6 seconds.
 LX2667
 LX2667.The orthometric height was determined by differential leveling
 LX2667.and adjusted by the National Geodetic Survey in June 1991..
 LX2667
 LX2667.The geoid height was determined by GEOID03.
 LX2667
 LX2667.The dynamic height is computed by dividing the NAVD 88
 LX2667.geopotential number by the normal gravity value computed on the
 LX2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2667.degrees latitude (g = 980.6199 gals.).
 LX2667
 LX2667.The modeled gravity was interpolated from observed gravity values.
 LX2667
 LX2667;                    North         East    Units  Estimated Accuracy
 LX2667;SPC CT       -   264,930.      260,090.      MT  (+/- 180 meters Scaled)
 LX2667
 LX2667                          SUPERSEDED SURVEY CONTROL
 LX2667
 LX2667.No superseded survey control is available for this station.
 LX2667
 LX2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM421340(NAD 83)
 LX2667_MARKER: DD = SURVEY DISK
 LX2667_SETTING: 66 = SET IN ROCK OUTCROP
 LX2667_SP_SET: ROCK OUTCROP
 LX2667_STAMPING: 215 W 1923 1413
 LX2667_MARK LOGO: USGS  
 LX2667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2667+STABILITY: POSITION/ELEVATION WELL
 LX2667
 LX2667  HISTORY     - Date     Condition        Report By
 LX2667  HISTORY     - 1923     MONUMENTED       USGS
 LX2667  HISTORY     - 1985     GOOD             NGS
 LX2667
 LX2667                          STATION DESCRIPTION
 LX2667
 LX2667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2667'2.2 KM (1.35 MI) SE FROM NORTH CORNERS.
 LX2667'2.2 KM (1.35 MI) SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 LX2667'STATE HIGHWAY 43 IN NORTH CORNERS TO THE MARK ON THE LEFT, IN TOP OF A
 LX2667'SLOPING ROCK OUTCROP, ALSO 6.3 KM (3.95 MI) WEST-NORTHWEST ALONG STATE
 LX2667'HIGHWAY 4 FROM THE JUNCTION OF STATE HIGHWAY 63 IN GOSHEN, 9.6 METERS
 LX2667'(31.5 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7.92 METERS
 LX2667'(26.0 FT) WEST-NORTHWEST OF THE CENTER OF A TRAIL ROAD LEADING NORTH,
 LX2667'21.79 METERS (71.5 FT) WEST-NORTHWEST OF POWER POLE NUMBER 3322.
 LX2667'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0892 ***********************************************************************
 LX0892  DESIGNATION -  2159
 LX0892  PID         -  LX0892
 LX0892  STATE/COUNTY-  CT/NEW HAVEN
 LX0892  USGS QUAD   -  MILFORD (1984)
 LX0892
 LX0892                         *CURRENT SURVEY CONTROL
 LX0892  ___________________________________________________________________
 LX0892* NAD 83(1986)-  41 12 43.     (N)    073 04 45.     (W)     SCALED    
 LX0892* NAVD 88     -        15.620  (meters)      51.25   (feet)  ADJUSTED  
 LX0892  ___________________________________________________________________
 LX0892  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0892  DYNAMIC HT  -          15.616 (meters)      51.23  (feet)  COMP
 LX0892  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX0892
 LX0892  VERT ORDER  -  FIRST     CLASS I
 LX0892
 LX0892.The horizontal coordinates were scaled from a topographic map and have
 LX0892.an estimated accuracy of +/- 6 seconds.
 LX0892
 LX0892.The orthometric height was determined by differential leveling
 LX0892.and adjusted by the National Geodetic Survey in June 1991..
 LX0892
 LX0892.The geoid height was determined by GEOID03.
 LX0892
 LX0892.The dynamic height is computed by dividing the NAVD 88
 LX0892.geopotential number by the normal gravity value computed on the
 LX0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0892.degrees latitude (g = 980.6199 gals.).
 LX0892
 LX0892.The modeled gravity was interpolated from observed gravity values.
 LX0892
 LX0892;                    North         East    Units  Estimated Accuracy
 LX0892;SPC CT       -   194,500.      277,200.      MT  (+/- 180 meters Scaled)
 LX0892
 LX0892                          SUPERSEDED SURVEY CONTROL
 LX0892
 LX0892  NGVD 29 (??/??/92)   15.952  (m)           52.34   (f) ADJ UNCH    1 1
 LX0892
 LX0892.Superseded values are not recommended for survey control.
 LX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0892.See file dsdata.txt to determine how the superseded data were derived.
 LX0892
 LX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL610640(NAD 83)
 LX0892_MARKER: DD = SURVEY DISK
 LX0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0892_STAMPING: 2159
 LX0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0892+STABILITY: SURFACE MOTION
 LX0892
 LX0892  HISTORY     - Date     Condition        Report By
 LX0892  HISTORY     - UNK      MONUMENTED       CTGS
 LX0892  HISTORY     - 1965     GOOD             NGS
 LX0892
 LX0892                          STATION DESCRIPTION
 LX0892
 LX0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0892'AT MILFORD.
 LX0892'AT MILFORD, ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 LX0892'THE OVERPASS OVER THE NY, NH. AND H RAILROAD AT MILFORD, AT
 LX0892'THE Y JUNCTION OF SOUTH WASHINGTON STREET, 41 FEET NORTH OF THE
 LX0892'CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 27 FEET WEST
 LX0892'OF A FIRE HYDRANT, 23 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 LX0892'OF SOUTH WASHINGTON STREET AND A DRIVE LEADING NORTH TO
 LX0892'FAIRCHILD TRAILER SALES, 12 FEET SOUTHEAST OF THE CENTER LINE
 LX0892'OF SOUTH WASHINGTON STREET, 1 1/2 FEET BELOW THE LEVEL OF THE
 LX0892'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3196 ***********************************************************************
 LX3196  DESIGNATION -  2179
 LX3196  PID         -  LX3196
 LX3196  STATE/COUNTY-  CT/WINDHAM
 LX3196  USGS QUAD   -  HAMPTON (1984)
 LX3196
 LX3196                         *CURRENT SURVEY CONTROL
 LX3196  ___________________________________________________________________
 LX3196* NAD 83(1986)-  41 51 16.     (N)    072 00 31.     (W)     SCALED    
 LX3196* NAVD 88     -       175.697  (meters)     576.43   (feet)  ADJUSTED  
 LX3196  ___________________________________________________________________
 LX3196  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX3196  DYNAMIC HT  -         175.637 (meters)     576.24  (feet)  COMP
 LX3196  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LX3196
 LX3196  VERT ORDER  -  FIRST     CLASS II
 LX3196
 LX3196.The horizontal coordinates were scaled from a topographic map and have
 LX3196.an estimated accuracy of +/- 6 seconds.
 LX3196
 LX3196.The orthometric height was determined by differential leveling
 LX3196.and adjusted by the National Geodetic Survey in June 1991..
 LX3196
 LX3196.The geoid height was determined by GEOID03.
 LX3196
 LX3196.The dynamic height is computed by dividing the NAVD 88
 LX3196.geopotential number by the normal gravity value computed on the
 LX3196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3196.degrees latitude (g = 980.6199 gals.).
 LX3196
 LX3196.The modeled gravity was interpolated from observed gravity values.
 LX3196
 LX3196;                    North         East    Units  Estimated Accuracy
 LX3196;SPC CT       -   266,070.      366,360.      MT  (+/- 180 meters Scaled)
 LX3196
 LX3196                          SUPERSEDED SURVEY CONTROL
 LX3196
 LX3196.No superseded survey control is available for this station.
 LX3196
 LX3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM483379(NAD 83)
 LX3196_MARKER: DD = SURVEY DISK
 LX3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3196_SP_SET: CONCRETE POST
 LX3196_STAMPING: 2179
 LX3196_MARK LOGO: CTGS  
 LX3196_PROJECTION: RECESSED 4 CENTIMETERS
 LX3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3196+STABILITY: SURFACE MOTION
 LX3196
 LX3196  HISTORY     - Date     Condition        Report By
 LX3196  HISTORY     - 1940     MONUMENTED       CTGS
 LX3196  HISTORY     - 1986     GOOD             NGS
 LX3196  HISTORY     - 19961001 GOOD             USPSQD
 LX3196  HISTORY     - 20030419 GOOD             INDIV
 LX3196
 LX3196                          STATION DESCRIPTION
 LX3196
 LX3196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3196'0.7 KM (0.45 MI) SOUTH FROM ABINGTON.
 LX3196'0.7 KM (0.45 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LX3196'U.S. HIGHWAY 44 IN ABINGTON TO THE MARK ON THE LEFT, 8.53 METERS (28.0
 LX3196'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.84 METERS (81.5 FT)
 LX3196'SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE EAST CORNER OF A SMALL
 LX3196'TWO-STORY FRAME HOUSE, 15.30 METERS (50.2 FT) NORTH OF UTILITY POLE
 LX3196'NO. 166.
 LX3196'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3196
 LX3196                          STATION RECOVERY (1996)
 LX3196
 LX3196'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3196'RECOVERED IN GOOD CONDITION.
 LX3196
 LX3196                          STATION RECOVERY (2003)
 LX3196
 LX3196'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LX3196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6002 ***********************************************************************
 LX6002  DESIGNATION -  218
 LX6002  PID         -  LX6002
 LX6002  STATE/COUNTY-  CT/NEW LONDON
 LX6002  USGS QUAD   -  DEEP RIVER (1971)
 LX6002
 LX6002                         *CURRENT SURVEY CONTROL
 LX6002  ___________________________________________________________________
 LX6002* NAD 83(1996)-  41 23 18.64767(N)    072 23 21.23259(W)     ADJUSTED  
 LX6002* NAVD 88     -         1.4    (meters)       5.     (feet)  VERTCON   
 LX6002  ___________________________________________________________________
 LX6002  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX6002  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX6002
 LX6002  HORZ ORDER  -  SECOND
 LX6002
 LX6002.The horizontal coordinates were established by classical geodetic methods
 LX6002.and adjusted by the National Geodetic Survey in August 1998..
 LX6002
 LX6002.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6002
 LX6002.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6002
 LX6002.The geoid height was determined by GEOID03.
 LX6002
 LX6002;                    North         East     Units Scale Factor Converg.
 LX6002;SPC CT       -   214,120.250   334,974.520   MT  0.99998633   +0 14 21.2
 LX6002;SPC CT       -   702,492.85  1,098,995.57   sFT  0.99998633   +0 14 21.2
 LX6002;UTM  18      - 4,585,176.510   718,284.920   MT  1.00018643   +1 43 36.6
 LX6002
 LX6002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6002!SPC CT       -   1.00000452  x   0.99998633  =   0.99999085
 LX6002!UTM  18      -   1.00000452  x   1.00018643  =   1.00019095
 LX6002
 LX6002|---------------------------------------------------------------------|
 LX6002| PID    Reference Object                     Distance      Geod. Az  |
 LX6002|                                                           dddmmss.s |
 LX6002| CZ6891 218 RM 2                                           02433     |
 LX6002| CZ6892 218 RM 3                                           06730     |
 LX6002| LX6020 JOSHUA ROCK RESET                   APPROX. 1.3 KM 1283024.1 |
 LX6002| LX5918 BROCKWAY ISLAND LIGHT               APPROX. 2.4 KM 1534324.7 |
 LX6002| LX6013 SEELEYS SUMMER HOUSE GABLE          APPROX. 1.2 KM 1653957.6 |
 LX6002| LX6003 HALLS BARN GABLE                    APPROX. 0.9 KM 1792631.1 |
 LX6002| LX5979 HAMILTONS GABLE                     APPROX. 2.4 KM 2692008.2 |
 LX6002| CZ6889 218 RM                                4.940 METERS 27133     |
 LX6002| CZ6890 218 RM 1                                           34700     |
 LX6002|---------------------------------------------------------------------|
 LX6002
 LX6002                          SUPERSEDED SURVEY CONTROL
 LX6002
 LX6002  NAD 83(1992)-  41 23 18.64679(N)    072 23 21.23226(W) AD(       ) 2
 LX6002  NAD 83(1986)-  41 23 18.64858(N)    072 23 21.23539(W) AD(       ) 2
 LX6002  NAD 27      -  41 23 18.28516(N)    072 23 22.93103(W) AD(       ) 2
 LX6002  NGVD 29 (07/19/86)    1.7    (m)            6.     (f) VERT ANG       
 LX6002
 LX6002.Superseded values are not recommended for survey control.
 LX6002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6002.See file dsdata.txt to determine how the superseded data were derived.
 LX6002
 LX6002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1828585177(NAD 83)
 LX6002
 LX6002  HISTORY     - Date     Condition        Report By
 LX6002  HISTORY     - 1934     MONUMENTED       CGS
 LX6002  HISTORY     - 1976     SEE DESCRIPTION  CTGS
 LX6002
 LX6002                          STATION DESCRIPTION
 LX6002
 LX6002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6002'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. IN
 LX6002'1909.  IT IS IN THE FIRST LEDGE OUTCROPPING AT THE RIVERS EDGE
 LX6002'ABOVE BROCKWAYS LANDING.
 LX6002'
 LX6002'THE LEDGE IS A NARROW HOG-BACK, ABOUT 19 METERS LONG, RUNNING
 LX6002'E AND W.  THE STATION IS IN THE HIGHEST PART OF THE LEDGE ABOUT
 LX6002'6.5 METERS FROM THE INSHORE END.  IT IS ABOUT 2 METERS ABOVE THE
 LX6002'AND 1 METER N OF ORDINARY HIGH WATER LINE.  THE STATION IS
 LX6002'MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE OF THE
 LX6002'ROCK AND STAMPED U.S. 218 BM IN THE TOP.  THE LETTERS U.S. BM
 LX6002'WERE ALSO CUT IN THE LEDGE SURROUNDING THE PLUG.
 LX6002'
 LX6002'REFERENCE MARK IS A 1-INCH BUTTON-HEADED BOLT SET IN THE
 LX6002'WESTERLY SLOPE OF THE LEDGE.  THE EYE OF A BROKEN EYEBOLT
 LX6002'SURROUNDS THE BOLT.
 LX6002'
 LX6002'ABOUT 30 METERS UPRIVER IS THE SMOOTH, SLOPING FACE OF A MUCH
 LX6002'HIGHER LEDGE.
 LX6002'
 LX6002'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6002'
 LX6002'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6002
 LX6002                          STATION RECOVERY (1976)
 LX6002
 LX6002'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1976 (AK)
 LX6002'U.S. 218 BM EXCELLENT
 LX6002'
 LX6002'REFERENCE MARK (NOT STAMPED) EXCELLENT
 LX6002'
 LX6002'THE STATION IS 75 FEET SOUTHWEST OF THE MOST WESTERLY CORNER
 LX6002'OF A GARAGE ATTACHED TO A 1-1/2 STORY FRAME HOUSE, OWNED BY
 LX6002'DE HAVEN, AND IS 26 FEET WESTERLY OF THE RANGE OF THE WESTERLY
 LX6002'SIDE OF THE SAME GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3194 ***********************************************************************
 LX3194  DESIGNATION -  2180
 LX3194  PID         -  LX3194
 LX3194  STATE/COUNTY-  CT/WINDHAM
 LX3194  USGS QUAD   -  HAMPTON (1984)
 LX3194
 LX3194                         *CURRENT SURVEY CONTROL
 LX3194  ___________________________________________________________________
 LX3194* NAD 83(1986)-  41 52 06.     (N)    072 00 19.     (W)     SCALED    
 LX3194* NAVD 88     -       160.318  (meters)     525.98   (feet)  ADJUSTED  
 LX3194  ___________________________________________________________________
 LX3194  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX3194  DYNAMIC HT  -         160.262 (meters)     525.79  (feet)  COMP
 LX3194  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LX3194
 LX3194  VERT ORDER  -  FIRST     CLASS II
 LX3194
 LX3194.The horizontal coordinates were scaled from a topographic map and have
 LX3194.an estimated accuracy of +/- 6 seconds.
 LX3194
 LX3194.The orthometric height was determined by differential leveling
 LX3194.and adjusted by the National Geodetic Survey in June 1991..
 LX3194
 LX3194.The geoid height was determined by GEOID03.
 LX3194
 LX3194.The dynamic height is computed by dividing the NAVD 88
 LX3194.geopotential number by the normal gravity value computed on the
 LX3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3194.degrees latitude (g = 980.6199 gals.).
 LX3194
 LX3194.The modeled gravity was interpolated from observed gravity values.
 LX3194
 LX3194;                    North         East    Units  Estimated Accuracy
 LX3194;SPC CT       -   267,620.      366,630.      MT  (+/- 180 meters Scaled)
 LX3194
 LX3194                          SUPERSEDED SURVEY CONTROL
 LX3194
 LX3194.No superseded survey control is available for this station.
 LX3194
 LX3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM485394(NAD 83)
 LX3194_MARKER: DD = SURVEY DISK
 LX3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3194_SP_SET: CONCRETE POST
 LX3194_STAMPING: 2180
 LX3194_MARK LOGO: CTGS  
 LX3194_PROJECTION: RECESSED 3 CENTIMETERS
 LX3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3194+STABILITY: SURFACE MOTION
 LX3194
 LX3194  HISTORY     - Date     Condition        Report By
 LX3194  HISTORY     - 1940     MONUMENTED       CTGS
 LX3194  HISTORY     - 1986     GOOD             NGS
 LX3194  HISTORY     - 19961001 GOOD             USPSQD
 LX3194  HISTORY     - 20030419 GOOD             INDIV
 LX3194
 LX3194                          STATION DESCRIPTION
 LX3194
 LX3194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3194'1.1 KM (0.7 MI) NORTH FROM ABINGTON.
 LX3194'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LX3194'HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, 5.49 METERS (18.0
 LX3194'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.82 METERS (71.6 FT)
 LX3194'SOUTHWEST OF BENCH MARK 5302 CTGS WHICH IS DESCRIBED, 12.65 METERS
 LX3194'(41.5 FT) SOUTH OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 110.
 LX3194'THE MARK IS 0.60 METERS  NW FROM  A WITNESS POST
 LX3194'THE MARK IS 0.40 M ABOVE HIGHWAY.
 LX3194
 LX3194                          STATION RECOVERY (1996)
 LX3194
 LX3194'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3194'RECOVERED IN GOOD CONDITION.
 LX3194
 LX3194                          STATION RECOVERY (2003)
 LX3194
 LX3194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 LX3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3093 ***********************************************************************
 LX3093  DESIGNATION -  2190
 LX3093  PID         -  LX3093
 LX3093  STATE/COUNTY-  CT/HARTFORD
 LX3093  USGS QUAD   -  MARLBOROUGH (1984)
 LX3093
 LX3093                         *CURRENT SURVEY CONTROL
 LX3093  ___________________________________________________________________
 LX3093* NAD 83(1986)-  41 38 17.     (N)    072 27 07.     (W)     SCALED    
 LX3093* NAVD 88     -       131.202  (meters)     430.45   (feet)  ADJUSTED  
 LX3093  ___________________________________________________________________
 LX3093  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3093  DYNAMIC HT  -         131.159 (meters)     430.31  (feet)  COMP
 LX3093  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 LX3093
 LX3093  VERT ORDER  -  FIRST     CLASS II
 LX3093
 LX3093.The horizontal coordinates were scaled from a topographic map and have
 LX3093.an estimated accuracy of +/- 6 seconds.
 LX3093
 LX3093.The orthometric height was determined by differential leveling
 LX3093.and adjusted by the National Geodetic Survey in June 1991..
 LX3093
 LX3093.The geoid height was determined by GEOID03.
 LX3093
 LX3093.The dynamic height is computed by dividing the NAVD 88
 LX3093.geopotential number by the normal gravity value computed on the
 LX3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3093.degrees latitude (g = 980.6199 gals.).
 LX3093
 LX3093.The modeled gravity was interpolated from observed gravity values.
 LX3093
 LX3093;                    North         East    Units  Estimated Accuracy
 LX3093;SPC CT       -   241,820.      329,630.      MT  (+/- 180 meters Scaled)
 LX3093
 LX3093                          SUPERSEDED SURVEY CONTROL
 LX3093
 LX3093.No superseded survey control is available for this station.
 LX3093
 LX3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM122127(NAD 83)
 LX3093_MARKER: DD = SURVEY DISK
 LX3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3093_SP_SET: CONCRETE POST
 LX3093_STAMPING: 2190
 LX3093_MARK LOGO: CTGS  
 LX3093_PROJECTION: RECESSED 9 CENTIMETERS
 LX3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3093+STABILITY: SURFACE MOTION
 LX3093
 LX3093  HISTORY     - Date     Condition        Report By
 LX3093  HISTORY     - 1940     MONUMENTED       CTGS
 LX3093  HISTORY     - 1986     GOOD             NGS
 LX3093
 LX3093                          STATION DESCRIPTION
 LX3093
 LX3093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3093'1.3 KM (0.8 MI) EAST FROM MARLBOROUGH.
 LX3093'1.3 KM (0.8 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3093'MARLBOROUGH TO THE MARK ON THE LEFT, AT A DRIVEWAY BETWEEN TWO HOUSES,
 LX3093'AT THE CENTER DRIVEWAY OF THREE AND AT THE NORTH EDGE OF THE BLACKTOP,
 LX3093'8.2 METERS (27.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.5
 LX3093'METERS (44.4 FT) WEST OF THE SOUTHWEST CORNER OF A ROCK WALL, 9.7
 LX3093'METERS (32.0 FT) EAST OF THE CENTER OF THE WEST DRIVEWAY, 6.4 METERS
 LX3093'(21.0 FT) WEST OF THE CENTER OF THE EAST DRIVEWAY, 2.3 METERS (7.6 FT)
 LX3093'NORTH OF THE NORTH EDGE OF THE HIGHWAY.
 LX3093'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2674 ***********************************************************************
 LX2674  DESIGNATION -  2208
 LX2674  PID         -  LX2674
 LX2674  STATE/COUNTY-  CT/LITCHFIELD
 LX2674  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2674
 LX2674                         *CURRENT SURVEY CONTROL
 LX2674  ___________________________________________________________________
 LX2674* NAD 83(1986)-  41 49 54.     (N)    073 13 30.     (W)     SCALED    
 LX2674* NAVD 88     -       406.777  (meters)    1334.57   (feet)  ADJUSTED  
 LX2674  ___________________________________________________________________
 LX2674  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2674  DYNAMIC HT  -         406.629 (meters)    1334.08  (feet)  COMP
 LX2674  MODELED GRAV-     980,245.3   (mgal)                       NAVD 88
 LX2674
 LX2674  VERT ORDER  -  FIRST     CLASS II
 LX2674
 LX2674.The horizontal coordinates were scaled from a topographic map and have
 LX2674.an estimated accuracy of +/- 6 seconds.
 LX2674
 LX2674.The orthometric height was determined by differential leveling
 LX2674.and adjusted by the National Geodetic Survey in June 1991..
 LX2674
 LX2674.The geoid height was determined by GEOID03.
 LX2674
 LX2674.The dynamic height is computed by dividing the NAVD 88
 LX2674.geopotential number by the normal gravity value computed on the
 LX2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2674.degrees latitude (g = 980.6199 gals.).
 LX2674
 LX2674.The modeled gravity was interpolated from observed gravity values.
 LX2674
 LX2674;                    North         East    Units  Estimated Accuracy
 LX2674;SPC CT       -   263,380.      265,340.      MT  (+/- 180 meters Scaled)
 LX2674
 LX2674                          SUPERSEDED SURVEY CONTROL
 LX2674
 LX2674.No superseded survey control is available for this station.
 LX2674
 LX2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM473326(NAD 83)
 LX2674_MARKER: DD = SURVEY DISK
 LX2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2674_SP_SET: CONCRETE POST
 LX2674_STAMPING: 2208
 LX2674_MARK LOGO: CTGS  
 LX2674_PROJECTION: FLUSH
 LX2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2674+STABILITY: SURFACE MOTION
 LX2674
 LX2674  HISTORY     - Date     Condition        Report By
 LX2674  HISTORY     - UNK      MONUMENTED       CTGS
 LX2674  HISTORY     - 1985     GOOD             NGS
 LX2674
 LX2674                          STATION DESCRIPTION
 LX2674
 LX2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2674'IN GOSHEN.
 LX2674'IN GOSHEN, AT THE JUNCTION OF STATE HIGHWAY 4 AND STATE HIGHWAY 63, IN
 LX2674'THE SOUTHEAST ANGLE OF THE JUNCTION, 18.9 METERS (62.0 FT) SOUTH OF
 LX2674'THE CENTER LINE OF STATE HIGHWAY 4, 17.86 METERS (58.6 FT) NORTHWEST
 LX2674'OF THE NORTHWEST CORNER OF THE CHURCH OF GOD, 8.0 METERS (26.2 FT)
 LX2674'EAST OF THE CENTER LINE OF STATE HIGHWAY 63, 0.79 METER (2.6 FT)
 LX2674'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A ROCK CONCRETE TOPPED
 LX2674'RETAINING WALL.
 LX2674'THE MARK IS 0.30 M ABOVE STATE HIGHWAY 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5888 ***********************************************************************
 LX5888  DESIGNATION -  221
 LX5888  PID         -  LX5888
 LX5888  STATE/COUNTY-  CT/MIDDLESEX
 LX5888  USGS QUAD   -  ESSEX (1977)
 LX5888
 LX5888                         *CURRENT SURVEY CONTROL
 LX5888  ___________________________________________________________________
 LX5888* NAD 83(1996)-  41 22 00.49416(N)    072 23 15.49091(W)     ADJUSTED  
 LX5888* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5888  ___________________________________________________________________
 LX5888  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX5888  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5888
 LX5888  HORZ ORDER  -  THIRD
 LX5888
 LX5888.The horizontal coordinates were established by classical geodetic methods
 LX5888.and adjusted by the National Geodetic Survey in August 1998..
 LX5888
 LX5888.The orthometric height was scaled from a topographic map.
 LX5888
 LX5888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5888
 LX5888.The geoid height was determined by GEOID03.
 LX5888
 LX5888;                    North         East     Units Scale Factor Converg.
 LX5888;SPC CT       -   211,709.799   335,118.025   MT  0.99998736   +0 14 25.0
 LX5888;SPC CT       -   694,584.57  1,099,466.39   sFT  0.99998736   +0 14 25.0
 LX5888;SPC NY L     -   134,517.965   434,898.841   MT  1.00003552   +1 03 16.6
 LX5888;SPC NY L     -   441,331.02  1,426,830.61   sFT  1.00003552   +1 03 16.6
 LX5888;UTM  18      - 4,582,770.114   718,490.979   MT  1.00018754   +1 43 37.7
 LX5888
 LX5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5888!SPC CT       -   1.00000464  x   0.99998736  =   0.99999200
 LX5888!SPC NY L     -   1.00000464  x   1.00003552  =   1.00004016
 LX5888!UTM  18      -   1.00000464  x   1.00018754  =   1.00019218
 LX5888
 LX5888:                Primary Azimuth Mark                     Grid Az
 LX5888:SPC CT       -  COBURNS CHIMNEY                          016 29 43.4
 LX5888:SPC NY L     -  COBURNS CHIMNEY                          015 40 51.8
 LX5888:UTM  18      -  COBURNS CHIMNEY                          015 00 30.7
 LX5888
 LX5888|---------------------------------------------------------------------|
 LX5888| PID    Reference Object                     Distance      Geod. Az  |
 LX5888|                                                           dddmmss.s |
 LX5888| LX6019 COBURNS CHIMNEY                     APPROX. 2.6 KM 0164408.4 |
 LX5888| LX5767 CASALIS CHIMNEY                     APPROX. 1.6 KM 0503704.7 |
 LX5888| CZ6893 221 RM 1                              4.520 METERS 08142     |
 LX5888| LX5887 HINRICHS                            APPROX. 2.7 KM 1805035.3 |
 LX5888|---------------------------------------------------------------------|
 LX5888
 LX5888                          SUPERSEDED SURVEY CONTROL
 LX5888
 LX5888  NAD 83(1992)-  41 22 00.49325(N)    072 23 15.49059(W) AD(       ) 3
 LX5888  NAD 83(1986)-  41 22 00.49508(N)    072 23 15.49382(W) AD(       ) 3
 LX5888  NAD 27      -  41 22 00.14000(N)    072 23 17.20000(W) AD(       ) 3
 LX5888
 LX5888.Superseded values are not recommended for survey control.
 LX5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5888.See file dsdata.txt to determine how the superseded data were derived.
 LX5888
 LX5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1849182770(NAD 83)
 LX5888_MARKER: I = METAL ROD
 LX5888_SETTING: 66 = SET IN ROCK OUTCROP
 LX5888
 LX5888  HISTORY     - Date     Condition        Report By
 LX5888  HISTORY     - 1934     MONUMENTED       USE
 LX5888  HISTORY     - 1961     GOOD             CGS
 LX5888  HISTORY     - 1969     GOOD             CGS
 LX5888  HISTORY     - 1984     GOOD             USPSQD
 LX5888  HISTORY     - 19900407 GOOD             USPSQD
 LX5888  HISTORY     - 19970220 GOOD             USPSQD
 LX5888
 LX5888                          STATION DESCRIPTION
 LX5888
 LX5888'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5888'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. IN
 LX5888'1909.  IT IS ON THE PROPERTY OF ELIOT PRATT, NEAR THE END OF
 LX5888'FOXBORO POINT.  THE STATION IS AT THE S SIDE OF THE MOUTH OF A
 LX5888'SMALL CREEK.  IT IS NOT ON THE EXTREMITY OF THE POINT BUT IS
 LX5888'ON A FLAT LEDGE ON THE SOUTHERLY SIDE.  THE LEDGE OUTCROPS AT
 LX5888'STORM HIGH WATER LINE AND EXTENDS ABOUT 9 METERS INTO THE
 LX5888'MARSH.  THE STATION IS 3.3 METERS OUTSIDE THE BANK THAT MARKS
 LX5888'THE TREE LINE ON THE EDGE OF THE SOLID GROUND.  THE BANK IS
 LX5888'5-6 FEET HIGH AT THIS POINT.
 LX5888'
 LX5888'THE CENTER IS MARKED WITH A BRASS PLUG SET FLUSH WITH THE
 LX5888'SURFACE OF THE LEDGE.  PLUG IS MARKED IN TOP THUS
 LX5888'U.S. 221.  REFERENCE MARK NO.1 IS ABOUT 1 METER INSIDE ORDINARY
 LX5888'HIGH WATER LINE IN THE SAME LEDGE AS THE STATION.  IT BEARS S
 LX5888'85 DEG E (MAGNETIC).
 LX5888'
 LX5888'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX5888'
 LX5888'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5888
 LX5888                          STATION RECOVERY (1961)
 LX5888
 LX5888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5888'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS A BRASS
 LX5888'PLUG STAMPED, USE 221 AND THE R.M. IS A STANDARD R.M. MARK
 LX5888'STAMPED USE 221 NO 1 1909, 1934.  THE ORIGINAL DESCRIPTION BY
 LX5888'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH THE FOLLOWING
 LX5888'ADDITIONS.
 LX5888'
 LX5888'THE STATION IS 9.8 FT. EAST OF THE EAST END OF A WOODEN FENCE, AND
 LX5888'20.20 FT. SOUTHEAST OF A LONE 24 INCH OAK TREE.  THE PROPERTY NOW
 LX5888'BELONGS TO THE RUSSELLS.
 LX5888
 LX5888                          STATION RECOVERY (1969)
 LX5888
 LX5888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5888'STATION MARK AND R.M. NO. 1 RECOVERED IN GOOD CONDITION.  THE
 LX5888'STATION IS NOW JUST INSIDE THE BRUSH LINE.  THE REMAINDER OF THE
 LX5888'ORIGINAL DESCRIPTION IS ADEQUATE.
 LX5888
 LX5888                          STATION RECOVERY (1984)
 LX5888
 LX5888'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5888'USE 221 HORIZONTAL CONTROL STATION RECOVERED GOOD.
 LX5888'
 LX5888'USE 221 NO 1 1909, 1934 RECOVERED GOOD.
 LX5888'
 LX5888'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LX5888
 LX5888                          STATION RECOVERY (1990)
 LX5888
 LX5888'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5888'RECOVERED IN GOOD CONDITION.
 LX5888
 LX5888                          STATION RECOVERY (1997)
 LX5888
 LX5888'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2621 ***********************************************************************
 LX2621  DESIGNATION -  2214
 LX2621  PID         -  LX2621
 LX2621  STATE/COUNTY-  CT/LITCHFIELD
 LX2621  USGS QUAD   -  LITCHFIELD (1984)
 LX2621
 LX2621                         *CURRENT SURVEY CONTROL
 LX2621  ___________________________________________________________________
 LX2621* NAD 83(1986)-  41 44 50.     (N)    073 11 24.     (W)     SCALED    
 LX2621* NAVD 88     -       331.122  (meters)    1086.36   (feet)  ADJUSTED  
 LX2621  ___________________________________________________________________
 LX2621  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2621  DYNAMIC HT  -         331.009 (meters)    1085.99  (feet)  COMP
 LX2621  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 LX2621
 LX2621  VERT ORDER  -  FIRST     CLASS II
 LX2621
 LX2621.The horizontal coordinates were scaled from a topographic map and have
 LX2621.an estimated accuracy of +/- 6 seconds.
 LX2621
 LX2621.The orthometric height was determined by differential leveling
 LX2621.and adjusted by the National Geodetic Survey in June 1991..
 LX2621
 LX2621.The geoid height was determined by GEOID03.
 LX2621
 LX2621.The dynamic height is computed by dividing the NAVD 88
 LX2621.geopotential number by the normal gravity value computed on the
 LX2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2621.degrees latitude (g = 980.6199 gals.).
 LX2621
 LX2621.The modeled gravity was interpolated from observed gravity values.
 LX2621
 LX2621;                    North         East    Units  Estimated Accuracy
 LX2621;SPC CT       -   253,990.      268,200.      MT  (+/- 180 meters Scaled)
 LX2621
 LX2621                          SUPERSEDED SURVEY CONTROL
 LX2621
 LX2621.No superseded survey control is available for this station.
 LX2621
 LX2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM504232(NAD 83)
 LX2621_MARKER: DD = SURVEY DISK
 LX2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2621_SP_SET: CONCRETE POST
 LX2621_STAMPING: 2214
 LX2621_MARK LOGO: CTGS  
 LX2621_PROJECTION: FLUSH
 LX2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2621+STABILITY: SURFACE MOTION
 LX2621
 LX2621  HISTORY     - Date     Condition        Report By
 LX2621  HISTORY     - UNK      MONUMENTED       CTGS
 LX2621  HISTORY     - 1985     GOOD             NGS
 LX2621
 LX2621                          STATION DESCRIPTION
 LX2621
 LX2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2621'IN LITCHFIELD.
 LX2621'IN LITCHFIELD, IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S.
 LX2621'HIGHWAY 202 AND STATE HIGHWAY 63 NORTH, 11.5 METERS (38.0 FT) SOUTH OF
 LX2621'THE CENTER LINE OF U.S. HIGHWAY 202, 10.9 METERS (36.0 FT) EAST OF THE
 LX2621'CENTER LINE OF STATE HIGHWAY 63 NORTH, 3.3 METERS (11.0 FT) SOUTH OF
 LX2621'POWER POLE NUMBER 001.
 LX2621'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2622 ***********************************************************************
 LX2622  DESIGNATION -  2216
 LX2622  PID         -  LX2622
 LX2622  STATE/COUNTY-  CT/LITCHFIELD
 LX2622  USGS QUAD   -  LITCHFIELD (1984)
 LX2622
 LX2622                         *CURRENT SURVEY CONTROL
 LX2622  ___________________________________________________________________
 LX2622* NAD 83(1986)-  41 44 49.     (N)    073 11 17.     (W)     SCALED    
 LX2622* NAVD 88     -       328.987  (meters)    1079.35   (feet)  ADJUSTED  
 LX2622  ___________________________________________________________________
 LX2622  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2622  DYNAMIC HT  -         328.874 (meters)    1078.98  (feet)  COMP
 LX2622  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LX2622
 LX2622  VERT ORDER  -  FIRST     CLASS II
 LX2622
 LX2622.The horizontal coordinates were scaled from a topographic map and have
 LX2622.an estimated accuracy of +/- 6 seconds.
 LX2622
 LX2622.The orthometric height was determined by differential leveling
 LX2622.and adjusted by the National Geodetic Survey in June 1991..
 LX2622
 LX2622.The geoid height was determined by GEOID03.
 LX2622
 LX2622.The dynamic height is computed by dividing the NAVD 88
 LX2622.geopotential number by the normal gravity value computed on the
 LX2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2622.degrees latitude (g = 980.6199 gals.).
 LX2622
 LX2622.The modeled gravity was interpolated from observed gravity values.
 LX2622
 LX2622;                    North         East    Units  Estimated Accuracy
 LX2622;SPC CT       -   253,960.      268,360.      MT  (+/- 180 meters Scaled)
 LX2622
 LX2622                          SUPERSEDED SURVEY CONTROL
 LX2622
 LX2622.No superseded survey control is available for this station.
 LX2622
 LX2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM506232(NAD 83)
 LX2622_MARKER: DD = SURVEY DISK
 LX2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2622_SP_SET: CONCRETE POST
 LX2622_STAMPING: 2216
 LX2622_MARK LOGO: CTGS  
 LX2622_PROJECTION: FLUSH
 LX2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2622+STABILITY: SURFACE MOTION
 LX2622
 LX2622  HISTORY     - Date     Condition        Report By
 LX2622  HISTORY     - UNK      MONUMENTED       CTGS
 LX2622  HISTORY     - 1985     GOOD             NGS
 LX2622
 LX2622                          STATION DESCRIPTION
 LX2622
 LX2622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2622'IN LITCHFIELD.
 LX2622'IN LITCHFIELD, IN THE CITY PARK, AT THE JUNCTION OF STATE HIGHWAY 118
 LX2622'AND U.S. HIGHWAY 202, 16.7 METERS (55.0 FT) SOUTH OF THE CENTER LINE
 LX2622'OF U.S. HIGHWAY 202, 4.8 METERS (16.0 FT) SOUTHWEST OF POWER POLE
 LX2622'NUMBER 1669, 2.2 METERS (7.3 FT) WEST OF THE END OF THE GUY WIRE FOR
 LX2622'THE POWER POLE.
 LX2622'THE MARK IS 0.76 M BELOW U.S. HIGHWAY 202.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5882 ***********************************************************************
 LX5882  DESIGNATION -  222
 LX5882  PID         -  LX5882
 LX5882  STATE/COUNTY-  CT/NEW LONDON
 LX5882  USGS QUAD   -  ESSEX (1977)
 LX5882
 LX5882                         *CURRENT SURVEY CONTROL
 LX5882  ___________________________________________________________________
 LX5882* NAD 83(1996)-  41 21 49.81832(N)    072 22 33.18480(W)     ADJUSTED  
 LX5882* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5882  ___________________________________________________________________
 LX5882  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LX5882  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5882
 LX5882  HORZ ORDER  -  THIRD
 LX5882
 LX5882.The horizontal coordinates were established by classical geodetic methods
 LX5882.and adjusted by the National Geodetic Survey in August 1998..
 LX5882
 LX5882.The orthometric height was scaled from a topographic map.
 LX5882
 LX5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5882
 LX5882.The geoid height was determined by GEOID03.
 LX5882
 LX5882;                    North         East     Units Scale Factor Converg.
 LX5882;SPC CT       -   211,384.644   336,102.659   MT  0.99998751   +0 14 53.0
 LX5882;SPC CT       -   693,517.79  1,102,696.81   sFT  0.99998751   +0 14 53.0
 LX5882;UTM  18      - 4,582,470.555   719,483.919   MT  1.00019289   +1 44 05.3
 LX5882
 LX5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5882!SPC CT       -   1.00000464  x   0.99998751  =   0.99999215
 LX5882!UTM  18      -   1.00000464  x   1.00019289  =   1.00019753
 LX5882
 LX5882:                Primary Azimuth Mark                     Grid Az
 LX5882:SPC CT       -  EVANS CUPOLA                             226 55 18.4
 LX5882:UTM  18      -  EVANS CUPOLA                             225 26 06.1
 LX5882
 LX5882|---------------------------------------------------------------------|
 LX5882| PID    Reference Object                     Distance      Geod. Az  |
 LX5882|                                                           dddmmss.s |
 LX5882| LX5906 EVANS CUPOLA                        APPROX. 2.2 KM 2271011.4 |
 LX5882| LX5913 BOOK HILL RESET                     APPROX. 3.1 KM 2792541.5 |
 LX5882| LX5886 SUDAS SHOP CUPOLA                   APPROX. 1.5 KM 3174554.3 |
 LX5882| LX6003 HALLS BARN GABLE                    APPROX. 2.2 KM 3290255.1 |
 LX5882| LX6012 HUEYS STACK                         APPROX. 2.9 KM 3425547.0 |
 LX5882| LX6008 WOODS GABLE                         APPROX. 2.8 KM 3453528.7 |
 LX5882| LX6006 SCHEIDES GABLE                      APPROX. 3.3 KM 3481805.9 |
 LX5882|---------------------------------------------------------------------|
 LX5882
 LX5882                          SUPERSEDED SURVEY CONTROL
 LX5882
 LX5882  NAD 83(1992)-  41 21 49.81740(N)    072 22 33.18447(W) AD(       ) 3
 LX5882  NAD 83(1986)-  41 21 49.81925(N)    072 22 33.18772(W) AD(       ) 3
 LX5882  NAD 27      -  41 21 49.46400(N)    072 22 34.89500(W) AD(       ) 3
 LX5882
 LX5882.Superseded values are not recommended for survey control.
 LX5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5882.See file dsdata.txt to determine how the superseded data were derived.
 LX5882
 LX5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1948482471(NAD 83)
 LX5882
 LX5882  HISTORY     - Date     Condition        Report By
 LX5882  HISTORY     - 1934     MONUMENTED       CGS
 LX5882  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5882  HISTORY     - 1989     GOOD             USPSQD
 LX5882
 LX5882                          STATION DESCRIPTION
 LX5882
 LX5882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5882'THIS STATION IS ON THE LEDGE JUST N OF ELYS LANDING.  IT IS
 LX5882'ABOUT 75 METERS UPRIVER FROM THE OLD DOCK.  STATION IS 1 FOOT
 LX5882'OUTSIDE THE GRASS LINE AND 3.5 METERS FROM ORDINARY HIGH WATER
 LX5882'LINE.  A LARGE RINGBOLT IN THE SLOPING FACE OF THE LEDGE BEARS
 LX5882'N 50 DEG W (MAGNETIC), AND IS 2.7 METERS DISTANT.
 LX5882'
 LX5882'STATION IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE
 LX5882'OF THE ROCK AND STENCILLED U.S. 222 IN THE TOP.
 LX5882'
 LX5882'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5882'
 LX5882'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX5882'
 LX5882'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5882
 LX5882                          STATION RECOVERY (1969)
 LX5882
 LX5882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5882'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE ORIGINAL
 LX5882'DESCRIPTION IS ADEQUATE.
 LX5882
 LX5882                          STATION RECOVERY (1989)
 LX5882
 LX5882'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5802 ***********************************************************************
 LX5802  DESIGNATION -  224
 LX5802  PID         -  LX5802
 LX5802  STATE/COUNTY-  CT/NEW LONDON
 LX5802  USGS QUAD   -  OLD LYME (1976)
 LX5802
 LX5802                         *CURRENT SURVEY CONTROL
 LX5802  ___________________________________________________________________
 LX5802* NAD 83(1996)-  41 21 15.29519(N)    072 21 31.74979(W)     ADJUSTED  
 LX5802* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX5802  ___________________________________________________________________
 LX5802  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX5802  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX5802
 LX5802  HORZ ORDER  -  THIRD
 LX5802
 LX5802.The horizontal coordinates were established by classical geodetic methods
 LX5802.and adjusted by the National Geodetic Survey in August 1998..
 LX5802
 LX5802.The orthometric height was scaled from a topographic map.
 LX5802
 LX5802.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5802
 LX5802.The geoid height was determined by GEOID03.
 LX5802
 LX5802;                    North         East     Units Scale Factor Converg.
 LX5802;SPC CT       -   210,325.944   337,535.314   MT  0.99998802   +0 15 33.8
 LX5802;SPC CT       -   690,044.37  1,107,397.11   sFT  0.99998802   +0 15 33.8
 LX5802;UTM  18      - 4,581,449.165   720,943.863   MT  1.00020081   +1 44 44.8
 LX5802
 LX5802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5802!SPC CT       -   1.00000418  x   0.99998802  =   0.99999220
 LX5802!UTM  18      -   1.00000418  x   1.00020081  =   1.00020499
 LX5802
 LX5802                          SUPERSEDED SURVEY CONTROL
 LX5802
 LX5802  NAD 83(1992)-  41 21 15.29424(N)    072 21 31.74944(W) AD(       ) 3
 LX5802  NAD 83(1986)-  41 21 15.29607(N)    072 21 31.75277(W) AD(       ) 3
 LX5802  NAD 27      -  41 21 14.94300(N)    072 21 33.46200(W) AD(       ) 3
 LX5802
 LX5802.Superseded values are not recommended for survey control.
 LX5802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5802.See file dsdata.txt to determine how the superseded data were derived.
 LX5802
 LX5802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2094481449(NAD 83)
 LX5802
 LX5802  HISTORY     - Date     Condition        Report By
 LX5802  HISTORY     - 1934     MONUMENTED       CGS
 LX5802  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5802
 LX5802                          STATION DESCRIPTION
 LX5802
 LX5802'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5802'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. IN
 LX5802'1909.  IT IS ON A SMALL TIDAL ISLET AT THE HEAD OF LORDS COVE, W
 LX5802'OF THE PROPERTY OF R.D. ELY.  A BARE LEDGE EXTENDING IN GENERAL,
 LX5802'NE AND SW IS THE PRINCIPAL FEATURE OF THE ISLET.
 LX5802'
 LX5802'THE STATION IS NOT IN THE HIGHEST PART BUT IS ABOUT 70 METERS
 LX5802'NE OF THE TIP OF THE ISLET.  STATION IS MARKED BY A BRASS PLUG
 LX5802'SET FLUSH WITH SURFACE OF THE ROCK AND STAMPED U.S. 224 IN THE TOP.
 LX5802'
 LX5802'DETERMINED BY AN ANGLE AND DISTANCE FROM TRIANGULATION STATION
 LX5802'COVE.
 LX5802
 LX5802                          STATION RECOVERY (1961)
 LX5802
 LX5802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5802'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5802'G.C.M. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2916 ***********************************************************************
 LX2916  DESIGNATION -  2246 X
 LX2916  PID         -  LX2916
 LX2916  STATE/COUNTY-  CT/TOLLAND
 LX2916  USGS QUAD   -  COVENTRY (1983)
 LX2916
 LX2916                         *CURRENT SURVEY CONTROL
 LX2916  ___________________________________________________________________
 LX2916* NAD 83(1986)-  41 52 09.     (N)    072 22 08.     (W)     SCALED    
 LX2916* NAVD 88     -       201.313  (meters)     660.47   (feet)  ADJUSTED  
 LX2916  ___________________________________________________________________
 LX2916  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2916  DYNAMIC HT  -         201.246 (meters)     660.25  (feet)  COMP
 LX2916  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LX2916
 LX2916  VERT ORDER  -  FIRST     CLASS II
 LX2916
 LX2916.The horizontal coordinates were scaled from a topographic map and have
 LX2916.an estimated accuracy of +/- 6 seconds.
 LX2916
 LX2916.The orthometric height was determined by differential leveling
 LX2916.and adjusted by the National Geodetic Survey in June 1991..
 LX2916
 LX2916.The geoid height was determined by GEOID03.
 LX2916
 LX2916.The dynamic height is computed by dividing the NAVD 88
 LX2916.geopotential number by the normal gravity value computed on the
 LX2916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2916.degrees latitude (g = 980.6199 gals.).
 LX2916
 LX2916.The modeled gravity was interpolated from observed gravity values.
 LX2916
 LX2916;                    North         East    Units  Estimated Accuracy
 LX2916;SPC CT       -   267,510.      336,440.      MT  (+/- 180 meters Scaled)
 LX2916
 LX2916                          SUPERSEDED SURVEY CONTROL
 LX2916
 LX2916.No superseded survey control is available for this station.
 LX2916
 LX2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM183385(NAD 83)
 LX2916_MARKER: DD = SURVEY DISK
 LX2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2916_SP_SET: CONCRETE POST
 LX2916_STAMPING: 2246 X
 LX2916_MARK LOGO: CTGS  
 LX2916_PROJECTION: FLUSH
 LX2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2916+STABILITY: SURFACE MOTION
 LX2916
 LX2916  HISTORY     - Date     Condition        Report By
 LX2916  HISTORY     - 1967     MONUMENTED       CTGS
 LX2916  HISTORY     - 1986     GOOD             NGS
 LX2916
 LX2916                          STATION DESCRIPTION
 LX2916
 LX2916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2916'0.6 KM (0.4 MI) SE FROM TOLLAND.
 LX2916'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2916'IN TOLLAND, THENCE 0.16 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 195 TO
 LX2916'THE MARK ON THE LEFT. IT IS 14.29 METERS (46.9 FT) EAST OF THE
 LX2916'CENTERLINE OF THE HIGHWAY, 12.00 METERS (39.4 FT) WEST OF THE CENTER
 LX2916'OF TOLLAND GREEN ROAD, 11.58 METERS (38.0 FT) NORTH OF UTILITY POLE
 LX2916'NO. 157 WITH A STREET LAMP AND 0.70 METER (2.3 FT) NORTHEAST OF THE
 LX2916'NORTHWEST CORNER OF THE GRANITE BASE OF A FLAG POLE.
 LX2916'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2918 ***********************************************************************
 LX2918  DESIGNATION -  2248 X
 LX2918  PID         -  LX2918
 LX2918  STATE/COUNTY-  CT/TOLLAND
 LX2918  USGS QUAD   -  COVENTRY (1983)
 LX2918
 LX2918                         *CURRENT SURVEY CONTROL
 LX2918  ___________________________________________________________________
 LX2918* NAD 83(1986)-  41 51 36.     (N)    072 21 22.     (W)     SCALED    
 LX2918* NAVD 88     -       174.398  (meters)     572.17   (feet)  ADJUSTED  
 LX2918  ___________________________________________________________________
 LX2918  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2918  DYNAMIC HT  -         174.340 (meters)     571.98  (feet)  COMP
 LX2918  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX2918
 LX2918  VERT ORDER  -  FIRST     CLASS II
 LX2918
 LX2918.The horizontal coordinates were scaled from a topographic map and have
 LX2918.an estimated accuracy of +/- 6 seconds.
 LX2918
 LX2918.The orthometric height was determined by differential leveling
 LX2918.and adjusted by the National Geodetic Survey in June 1991..
 LX2918
 LX2918.The geoid height was determined by GEOID03.
 LX2918
 LX2918.The dynamic height is computed by dividing the NAVD 88
 LX2918.geopotential number by the normal gravity value computed on the
 LX2918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2918.degrees latitude (g = 980.6199 gals.).
 LX2918
 LX2918.The modeled gravity was interpolated from observed gravity values.
 LX2918
 LX2918;                    North         East    Units  Estimated Accuracy
 LX2918;SPC CT       -   266,500.      337,510.      MT  (+/- 180 meters Scaled)
 LX2918
 LX2918                          SUPERSEDED SURVEY CONTROL
 LX2918
 LX2918.No superseded survey control is available for this station.
 LX2918
 LX2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM194376(NAD 83)
 LX2918_MARKER: DD = SURVEY DISK
 LX2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2918_SP_SET: CONCRETE POST
 LX2918_STAMPING: 2248 X
 LX2918_MARK LOGO: CTGS  
 LX2918_PROJECTION: FLUSH
 LX2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2918+STABILITY: SURFACE MOTION
 LX2918
 LX2918  HISTORY     - Date     Condition        Report By
 LX2918  HISTORY     - 1967     MONUMENTED       CTGS
 LX2918  HISTORY     - 1986     GOOD             NGS
 LX2918
 LX2918                          STATION DESCRIPTION
 LX2918
 LX2918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2918'2.2 KM (1.35 MI) SE FROM TOLLAND.
 LX2918'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2918'IN TOLLAND, THENCE 1.69 KM (1.05 MI) SOUTHEAST ALONG STATE HIGHWAY
 LX2918'195 TO THE MARK ON THE LEFT.  IT IS 7.10 METERS (23.3 FT) EAST OF THE
 LX2918'CENTERLINE OF THE HIGHWAY, 30.69 METERS (101.7 FT) SOUTHEAST OF
 LX2918'UTILITY POLE NO. 3843 WITH A TRANSFORMER AND 25.60 METERS (84.0 FT)
 LX2918'NORTH OF UTILITY POLE NO. 821 WITH TWO GUY WIRES GOING TO ONE
 LX2918'ANCHOR.
 LX2918'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2918'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2917 ***********************************************************************
 LX2917  DESIGNATION -  2249 X
 LX2917  PID         -  LX2917
 LX2917  STATE/COUNTY-  CT/TOLLAND
 LX2917  USGS QUAD   -  COVENTRY (1983)
 LX2917
 LX2917                         *CURRENT SURVEY CONTROL
 LX2917  ___________________________________________________________________
 LX2917* NAD 83(1986)-  41 51 48.     (N)    072 21 32.     (W)     SCALED    
 LX2917* NAVD 88     -       164.581  (meters)     539.96   (feet)  ADJUSTED  
 LX2917  ___________________________________________________________________
 LX2917  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2917  DYNAMIC HT  -         164.526 (meters)     539.78  (feet)  COMP
 LX2917  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX2917
 LX2917  VERT ORDER  -  FIRST     CLASS II
 LX2917
 LX2917.The horizontal coordinates were scaled from a topographic map and have
 LX2917.an estimated accuracy of +/- 6 seconds.
 LX2917
 LX2917.The orthometric height was determined by differential leveling
 LX2917.and adjusted by the National Geodetic Survey in June 1991..
 LX2917
 LX2917.The geoid height was determined by GEOID03.
 LX2917
 LX2917.The dynamic height is computed by dividing the NAVD 88
 LX2917.geopotential number by the normal gravity value computed on the
 LX2917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2917.degrees latitude (g = 980.6199 gals.).
 LX2917
 LX2917.The modeled gravity was interpolated from observed gravity values.
 LX2917
 LX2917;                    North         East    Units  Estimated Accuracy
 LX2917;SPC CT       -   266,870.      337,270.      MT  (+/- 180 meters Scaled)
 LX2917
 LX2917                          SUPERSEDED SURVEY CONTROL
 LX2917
 LX2917.No superseded survey control is available for this station.
 LX2917
 LX2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM192379(NAD 83)
 LX2917_MARKER: DD = SURVEY DISK
 LX2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2917_SP_SET: CONCRETE POST
 LX2917_STAMPING: 2249 X
 LX2917_MARK LOGO: CTGS  
 LX2917_PROJECTION: FLUSH
 LX2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2917+STABILITY: SURFACE MOTION
 LX2917
 LX2917  HISTORY     - Date     Condition        Report By
 LX2917  HISTORY     - 1967     MONUMENTED       CTGS
 LX2917  HISTORY     - 1986     GOOD             NGS
 LX2917
 LX2917                          STATION DESCRIPTION
 LX2917
 LX2917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2917'1.9 KM (1.2 MI) SE FROM TOLLAND.
 LX2917'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2917'IN TOLLAND, THENCE 1.45 KM (0.9 MI) SOUTHEAST ALONG STATE HIGHWAY 195
 LX2917'TO THE MARK ON THE RIGHT.  IT IS 9.51 METERS (31.2 FT) SOUTHWEST FROM
 LX2917'THE CENTERLINE OF THE HIGHWAY, 46.73 METERS (153.3 FT) NORTHEAST FROM
 LX2917'UTILITY POLE NO. 3842 AND 2.96 METERS (9.7 FT) NORTH FROM UTILITY POLE
 LX2917'NO. 818 WITH THREE GUY WIRES.
 LX2917'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2917'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5842 ***********************************************************************
 LX5842  DESIGNATION -  225
 LX5842  PID         -  LX5842
 LX5842  STATE/COUNTY-  CT/MIDDLESEX
 LX5842  USGS QUAD   -  OLD LYME (1976)
 LX5842
 LX5842                         *CURRENT SURVEY CONTROL
 LX5842  ___________________________________________________________________
 LX5842* NAD 83(1996)-  41 20 24.73850(N)    072 22 04.61015(W)     ADJUSTED  
 LX5842* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5842  ___________________________________________________________________
 LX5842  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5842  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX5842
 LX5842  HORZ ORDER  -  THIRD
 LX5842
 LX5842.The horizontal coordinates were established by classical geodetic methods
 LX5842.and adjusted by the National Geodetic Survey in August 1998..
 LX5842
 LX5842.The orthometric height was scaled from a topographic map.
 LX5842
 LX5842.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5842
 LX5842.The geoid height was determined by GEOID03.
 LX5842
 LX5842;                    North         East     Units Scale Factor Converg.
 LX5842;SPC CT       -   208,762.877   336,778.378   MT  0.99998881   +0 15 12.0
 LX5842;SPC CT       -   684,916.21  1,104,913.73   sFT  0.99998881   +0 15 12.0
 LX5842;UTM  18      - 4,579,866.660   720,227.570   MT  1.00019692   +1 44 21.3
 LX5842
 LX5842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5842!SPC CT       -   1.00000481  x   0.99998881  =   0.99999362
 LX5842!UTM  18      -   1.00000481  x   1.00019692  =   1.00020173
 LX5842
 LX5842                          SUPERSEDED SURVEY CONTROL
 LX5842
 LX5842  NAD 83(1992)-  41 20 24.73754(N)    072 22 04.60981(W) AD(       ) 3
 LX5842  NAD 83(1986)-  41 20 24.73947(N)    072 22 04.61312(W) AD(       ) 3
 LX5842  NAD 27      -  41 20 24.38400(N)    072 22 06.32000(W) AD(       ) 3
 LX5842
 LX5842.Superseded values are not recommended for survey control.
 LX5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5842.See file dsdata.txt to determine how the superseded data were derived.
 LX5842
 LX5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2022879867(NAD 83)
 LX5842
 LX5842  HISTORY     - Date     Condition        Report By
 LX5842  HISTORY     - 1934     MONUMENTED       CGS
 LX5842  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5842  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5842  HISTORY     - 19970127 GOOD             USPSQD
 LX5842
 LX5842                          STATION DESCRIPTION
 LX5842
 LX5842'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5842'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX5842'U.S.A. IN 1909.  IT IS IN A LARGE BLACK BOULDER ON THE PROPERTY OF
 LX5842'WILLIAM DIETSCH.  THE BOULDER IS AT THE EDGE OF THE SOLID
 LX5842'GROUND, ABOUT 40 METERS DOWNSTREAM FROM THE SHORE END OF A SMALL
 LX5842'DOCK IN FRONT OF DIETSCHS HOUSE.  THE BOULDER MEASURES ABOUT 10
 LX5842'FEET PARALLEL TO THE RIVER AND 4 FEET ACROSS, TO THE PLACE WHERE IT
 LX5842'DISAPPEARS IN THE BANK.
 LX5842'
 LX5842'STATION IS IN THE HIGHEST PART OF THE BOULDER, AT AN ELEVATION
 LX5842'EQUAL TO THE GROUND INSHORE.
 LX5842'
 LX5842'STATION IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE OF
 LX5842'THE ROCK AND STAMPED U.S. 225 IN THE UPPER END.
 LX5842'
 LX5842'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX5842'
 LX5842'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5842
 LX5842                          STATION RECOVERY (1961)
 LX5842
 LX5842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5842'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 LX5842'G.C.M. IS COMPLETE AND ADEQUATE WITH THE FOLLOWING ADDITION.  THE
 LX5842'PROPERTY NOW BELONGS TO MRS. M. R. PECK.
 LX5842
 LX5842                          STATION RECOVERY (1969)
 LX5842
 LX5842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5842'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION,
 LX5842'BY G.C.M., IS ADEQUATE.
 LX5842
 LX5842                          STATION RECOVERY (1997)
 LX5842
 LX5842'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2920 ***********************************************************************
 LX2920  DESIGNATION -  2250
 LX2920  PID         -  LX2920
 LX2920  STATE/COUNTY-  CT/TOLLAND
 LX2920  USGS QUAD   -  COVENTRY (1983)
 LX2920
 LX2920                         *CURRENT SURVEY CONTROL
 LX2920  ___________________________________________________________________
 LX2920* NAD 83(1986)-  41 51 04.     (N)    072 20 08.     (W)     SCALED    
 LX2920* NAVD 88     -       231.691  (meters)     760.14   (feet)  ADJUSTED  
 LX2920  ___________________________________________________________________
 LX2920  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2920  DYNAMIC HT  -         231.612 (meters)     759.88  (feet)  COMP
 LX2920  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX2920
 LX2920  VERT ORDER  -  FIRST     CLASS II
 LX2920
 LX2920.The horizontal coordinates were scaled from a topographic map and have
 LX2920.an estimated accuracy of +/- 6 seconds.
 LX2920
 LX2920.The orthometric height was determined by differential leveling
 LX2920.and adjusted by the National Geodetic Survey in June 1991..
 LX2920
 LX2920.The geoid height was determined by GEOID03.
 LX2920
 LX2920.The dynamic height is computed by dividing the NAVD 88
 LX2920.geopotential number by the normal gravity value computed on the
 LX2920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2920.degrees latitude (g = 980.6199 gals.).
 LX2920
 LX2920.The modeled gravity was interpolated from observed gravity values.
 LX2920
 LX2920;                    North         East    Units  Estimated Accuracy
 LX2920;SPC CT       -   265,520.      339,220.      MT  (+/- 180 meters Scaled)
 LX2920
 LX2920                          SUPERSEDED SURVEY CONTROL
 LX2920
 LX2920.No superseded survey control is available for this station.
 LX2920
 LX2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM211366(NAD 83)
 LX2920_MARKER: DD = SURVEY DISK
 LX2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2920_SP_SET: CONCRETE POST
 LX2920_STAMPING: 2250
 LX2920_MARK LOGO: CTGS  
 LX2920_PROJECTION: FLUSH
 LX2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2920+STABILITY: SURFACE MOTION
 LX2920
 LX2920  HISTORY     - Date     Condition        Report By
 LX2920  HISTORY     - 1938     MONUMENTED       CTGS
 LX2920  HISTORY     - 1986     GOOD             NGS
 LX2920
 LX2920                          STATION DESCRIPTION
 LX2920
 LX2920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2920'4.1 KM (2.55 MI) SE FROM TOLLAND.
 LX2920'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2920'IN TOLLAND, THENCE 3.62 KM (2.25 MI) SOUTHEAST ALONG STATE HIGHWAY
 LX2920'195 TO THE MARK ON THE RIGHT.  IT IS 13.41 METERS (44.0 FT) SOUTH OF
 LX2920'THE CENTERLINE OF THE HIGHWAY, 21.85 METERS (71.7 FT) NORTHWEST OF THE
 LX2920'CENTER OF A PAVED DRIVE LEADING TO A SINGLE STORY HOUSE NO. 436 AND
 LX2920'10.76 METERS (35.3 FT) WEST OF UTILITY POLE NO. 853 WITH A TRANSFORMER
 LX2920'AND TWO GUY WIRES GOING TO ONE ANCHOR.
 LX2920'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2923 ***********************************************************************
 LX2923  DESIGNATION -  2253
 LX2923  PID         -  LX2923
 LX2923  STATE/COUNTY-  CT/TOLLAND
 LX2923  USGS QUAD   -  COVENTRY (1983)
 LX2923
 LX2923                         *CURRENT SURVEY CONTROL
 LX2923  ___________________________________________________________________
 LX2923* NAD 83(1986)-  41 50 12.     (N)    072 18 53.     (W)     SCALED    
 LX2923* NAVD 88     -       111.894  (meters)     367.11   (feet)  ADJUSTED  
 LX2923  ___________________________________________________________________
 LX2923  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX2923  DYNAMIC HT  -         111.857 (meters)     366.98  (feet)  COMP
 LX2923  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LX2923
 LX2923  VERT ORDER  -  FIRST     CLASS II
 LX2923
 LX2923.The horizontal coordinates were scaled from a topographic map and have
 LX2923.an estimated accuracy of +/- 6 seconds.
 LX2923
 LX2923.The orthometric height was determined by differential leveling
 LX2923.and adjusted by the National Geodetic Survey in June 1991..
 LX2923
 LX2923.The geoid height was determined by GEOID03.
 LX2923
 LX2923.The dynamic height is computed by dividing the NAVD 88
 LX2923.geopotential number by the normal gravity value computed on the
 LX2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2923.degrees latitude (g = 980.6199 gals.).
 LX2923
 LX2923.The modeled gravity was interpolated from observed gravity values.
 LX2923
 LX2923;                    North         East    Units  Estimated Accuracy
 LX2923;SPC CT       -   263,920.      340,960.      MT  (+/- 180 meters Scaled)
 LX2923
 LX2923                          SUPERSEDED SURVEY CONTROL
 LX2923
 LX2923.No superseded survey control is available for this station.
 LX2923
 LX2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM229351(NAD 83)
 LX2923_MARKER: DD = SURVEY DISK
 LX2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2923_SP_SET: CONCRETE POST
 LX2923_STAMPING: 2253
 LX2923_MARK LOGO: CTGS  
 LX2923_PROJECTION: FLUSH
 LX2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2923+STABILITY: SURFACE MOTION
 LX2923
 LX2923  HISTORY     - Date     Condition        Report By
 LX2923  HISTORY     - 1938     MONUMENTED       CTGS
 LX2923  HISTORY     - 1986     GOOD             NGS
 LX2923
 LX2923                          STATION DESCRIPTION
 LX2923
 LX2923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2923'6.6 KM (4.1 MI) SE FROM TOLLAND.
 LX2923'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2923'IN TOLLAND, THENCE 6.12 KM (3.8 MI) SOUTHEAST ALONG STATE HIGHWAY 195
 LX2923'TO THE MARK ON THE LEFT.  IT IS 6.52 METERS (21.4 FT) EAST OF THE
 LX2923'CENTERLINE OF THE HIGHWAY, 24.44 METERS (80.2 FT) NORTHWEST OF THE
 LX2923'COVENTRY TOWN LINE SIGN AND 23.47 METERS (77.0 FT) NORTHWEST OF
 LX2923'SNET POLE NO. 908.
 LX2923'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2923'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2210 ***********************************************************************
 LX2210  DESIGNATION -  226
 LX2210  PID         -  LX2210
 LX2210  STATE/COUNTY-  CT/MIDDLESEX
 LX2210  USGS QUAD   -  MIDDLETOWN (1992)
 LX2210
 LX2210                         *CURRENT SURVEY CONTROL
 LX2210  ___________________________________________________________________
 LX2210* NAD 83(1986)-  41 34 20.     (N)    072 40 18.     (W)     SCALED    
 LX2210* NAVD 88     -        14.455  (meters)      47.42   (feet)  ADJUSTED  
 LX2210  ___________________________________________________________________
 LX2210  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2210  DYNAMIC HT  -          14.450 (meters)      47.41  (feet)  COMP
 LX2210  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 LX2210
 LX2210  VERT ORDER  -  FIRST     CLASS II
 LX2210
 LX2210.The horizontal coordinates were scaled from a topographic map and have
 LX2210.an estimated accuracy of +/- 6 seconds.
 LX2210
 LX2210.The orthometric height was determined by differential leveling
 LX2210.and adjusted by the National Geodetic Survey in June 1991..
 LX2210
 LX2210.The geoid height was determined by GEOID03.
 LX2210
 LX2210.The dynamic height is computed by dividing the NAVD 88
 LX2210.geopotential number by the normal gravity value computed on the
 LX2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2210.degrees latitude (g = 980.6199 gals.).
 LX2210
 LX2210.The modeled gravity was interpolated from observed gravity values.
 LX2210
 LX2210;                    North         East    Units  Estimated Accuracy
 LX2210;SPC CT       -   234,460.      311,330.      MT  (+/- 180 meters Scaled)
 LX2210
 LX2210                          SUPERSEDED SURVEY CONTROL
 LX2210
 LX2210.No superseded survey control is available for this station.
 LX2210
 LX2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM941049(NAD 83)
 LX2210_MARKER: DD = SURVEY DISK
 LX2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2210_SP_SET: CONCRETE POST
 LX2210_STAMPING: 226
 LX2210_MARK LOGO: CTGS  
 LX2210_PROJECTION: PROJECTING 8 CENTIMETERS
 LX2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2210+STABILITY: SURFACE MOTION
 LX2210
 LX2210  HISTORY     - Date     Condition        Report By
 LX2210  HISTORY     - UNK      MONUMENTED       CTGS
 LX2210  HISTORY     - 1984     GOOD             NGS
 LX2210
 LX2210                          STATION DESCRIPTION
 LX2210
 LX2210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2210'2.6 KM (1.6 MI) NW FROM MIDDLETOWN.
 LX2210'2.6 KM (1.6 MI) NORTHWEST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF
 LX2210'STATE HIGHWAY 66 IN MIDDLETOWN TO THE MARK ON THE LEFT, 11.89 METERS
 LX2210'(39.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 42.58 METERS
 LX2210'(139.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE 473, 5.27 METERS
 LX2210'(17.3 FT) SOUTHEAST OF AN 102 CM (40 INCH) MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5814 ***********************************************************************
 LX5814  DESIGNATION -  226
 LX5814  PID         -  LX5814
 LX5814  STATE/COUNTY-  CT/NEW LONDON
 LX5814  USGS QUAD   -  OLD LYME (1976)
 LX5814
 LX5814                         *CURRENT SURVEY CONTROL
 LX5814  ___________________________________________________________________
 LX5814* NAD 83(1996)-  41 19 56.42827(N)    072 20 40.16991(W)     ADJUSTED  
 LX5814* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5814  ___________________________________________________________________
 LX5814  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LX5814  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5814
 LX5814  HORZ ORDER  -  THIRD
 LX5814
 LX5814.The horizontal coordinates were established by classical geodetic methods
 LX5814.and adjusted by the National Geodetic Survey in August 1998..
 LX5814
 LX5814.The orthometric height was scaled from a topographic map.
 LX5814
 LX5814.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5814
 LX5814.The geoid height was determined by GEOID03.
 LX5814
 LX5814;                    North         East     Units Scale Factor Converg.
 LX5814;SPC CT       -   207,898.469   338,745.695   MT  0.99998928   +0 16 08.0
 LX5814;SPC CT       -   682,080.23  1,111,368.17   sFT  0.99998928   +0 16 08.0
 LX5814;UTM  18      - 4,579,053.378   722,217.062   MT  1.00020776   +1 45 16.1
 LX5814
 LX5814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5814!SPC CT       -   1.00000387  x   0.99998928  =   0.99999315
 LX5814!UTM  18      -   1.00000387  x   1.00020776  =   1.00021163
 LX5814
 LX5814:                Primary Azimuth Mark                     Grid Az
 LX5814:SPC CT       -  FERRY POINT                              205 56 57.7
 LX5814:UTM  18      -  FERRY POINT                              204 27 49.6
 LX5814
 LX5814|---------------------------------------------------------------------|
 LX5814| PID    Reference Object                     Distance      Geod. Az  |
 LX5814|                                                           dddmmss.s |
 LX5814| LX5793 FERRY POINT                         APPROX. 1.3 KM 2061305.7 |
 LX5814| LX5879 ESSEX REEF LIGHT                    APPROX. 3.1 KM 2974844.5 |
 LX5814|---------------------------------------------------------------------|
 LX5814
 LX5814                          SUPERSEDED SURVEY CONTROL
 LX5814
 LX5814  NAD 83(1992)-  41 19 56.42729(N)    072 20 40.16957(W) AD(       ) 3
 LX5814  NAD 83(1986)-  41 19 56.42916(N)    072 20 40.17294(W) AD(       ) 3
 LX5814  NAD 27      -  41 19 56.07600(N)    072 20 41.88300(W) AD(       ) 3
 LX5814
 LX5814.Superseded values are not recommended for survey control.
 LX5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5814.See file dsdata.txt to determine how the superseded data were derived.
 LX5814
 LX5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2221779053(NAD 83)
 LX5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5814+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 LX5814
 LX5814  HISTORY     - Date     Condition        Report By
 LX5814  HISTORY     - 1934     MONUMENTED       CGS
 LX5814  HISTORY     - 1976     SEE DESCRIPTION  CTGS
 LX5814  HISTORY     - 20030507 GOOD             USPSQD
 LX5814
 LX5814                          STATION DESCRIPTION
 LX5814
 LX5814'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CMG)
 LX5814'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. IN
 LX5814'1909.  IT IS ON THE PROPERTY OF W.G. BURT JUST INSIDE CALVES
 LX5814'ISLAND LIGHT.
 LX5814'
 LX5814'THE S END OF THE STONE BULKHEAD IN FRONT OF THE PROPERTY BEARS
 LX5814'SW (MAGNETIC) AND IS 11.52 METERS DISTANT.  DOLPHIN AT THE SW
 LX5814'CORNER OF PRIVATE DOCK BEARS NW (MAGNETIC) AND IS 29.60 METERS
 LX5814'DISTANT.  CALVES ISLAND LIGHT BEARS S 80 DEG W (MAGNETIC).
 LX5814'
 LX5814'THE STATION IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE
 LX5814'OF A FLAT LEDGE.  THE LEDGE MEASURES 4.25 METERS N AND S AND
 LX5814'1.80 METERS E AND W.  THE BRASS PLUG IS STENCILLED IN THE TOP
 LX5814'THUS--U.S. 226.
 LX5814'
 LX5814'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5814'
 LX5814'DETERMINED BY A 3-POINT FIX WITH CHECK.
 LX5814
 LX5814                          STATION RECOVERY (1976)
 LX5814
 LX5814'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1976 (AK)
 LX5814'US 226 EXCELLENT
 LX5814'
 LX5814'TO REACH STATION FROM THE INTERSECTION OF CONNECTICUT 156 AND
 LX5814'I-95 IN OLD LYME, GO NORTHERLY ON CONNECTICUT 156 FOR 0.60 MILE
 LX5814'TO ROAD ON LEFT.  TURN LEFT AND FOLLOW ROAD NORTHWESTERLY TO
 LX5814'END OF TRAVEL AT QUARRY HOUSE.
 LX5814'
 LX5814'STATION IS WEST OF HOUSE NEAR WATERS EDGE.  IT IS 30.1 FEET
 LX5814'SOUTHWEST OF 12 IN OAK AND 76.1 FEET WEST OF 24 IN BEECH.
 LX5814
 LX5814                          STATION RECOVERY (2003)
 LX5814
 LX5814'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX5814'TURN LEFT ON TO PILGRIMS LANDING NOW OWNED BY KRIEGLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2372 ***********************************************************************
 LX2372  DESIGNATION -  2264
 LX2372  PID         -  LX2372
 LX2372  STATE/COUNTY-  CT/FAIRFIELD
 LX2372  USGS QUAD   -  NEWTOWN (1984)
 LX2372
 LX2372                         *CURRENT SURVEY CONTROL
 LX2372  ___________________________________________________________________
 LX2372* NAD 83(1986)-  41 25 02.     (N)    073 15 45.     (W)     SCALED    
 LX2372* NAVD 88     -        91.282  (meters)     299.48   (feet)  ADJUSTED  
 LX2372  ___________________________________________________________________
 LX2372  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX2372  DYNAMIC HT  -          91.253 (meters)     299.39  (feet)  COMP
 LX2372  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LX2372
 LX2372  VERT ORDER  -  FIRST     CLASS II
 LX2372
 LX2372.The horizontal coordinates were scaled from a topographic map and have
 LX2372.an estimated accuracy of +/- 6 seconds.
 LX2372
 LX2372.The orthometric height was determined by differential leveling
 LX2372.and adjusted by the National Geodetic Survey in June 1991..
 LX2372
 LX2372.The geoid height was determined by GEOID03.
 LX2372
 LX2372.The dynamic height is computed by dividing the NAVD 88
 LX2372.geopotential number by the normal gravity value computed on the
 LX2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2372.degrees latitude (g = 980.6199 gals.).
 LX2372
 LX2372.The modeled gravity was interpolated from observed gravity values.
 LX2372
 LX2372;                    North         East    Units  Estimated Accuracy
 LX2372;SPC CT       -   217,370.      261,960.      MT  (+/- 180 meters Scaled)
 LX2372
 LX2372                          SUPERSEDED SURVEY CONTROL
 LX2372
 LX2372.No superseded survey control is available for this station.
 LX2372
 LX2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL452865(NAD 83)
 LX2372_MARKER: DD = SURVEY DISK
 LX2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2372_SP_SET: CONCRETE POST
 LX2372_STAMPING: 2264
 LX2372_MARK LOGO: CTDT  
 LX2372_PROJECTION: RECESSED 5 CENTIMETERS
 LX2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2372+STABILITY: SURFACE MOTION
 LX2372
 LX2372  HISTORY     - Date     Condition        Report By
 LX2372  HISTORY     - UNK      MONUMENTED       CTDT
 LX2372  HISTORY     - 1985     GOOD             NGS
 LX2372
 LX2372                          STATION DESCRIPTION
 LX2372
 LX2372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2372'1.9 KM (1.15 MI) SE FROM SANDY HOOK.
 LX2372'1.9 KM (1.15 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2372'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2372'THE RIGHT, 0.3 KM (0.2 MI) NORTHEAST ALONG INTERSTATE 84 FROM THE
 LX2372'PHILO CURTIS ROAD OVERPASS, 0.55 METER (1.8 FT) SOUTH-SOUTHEAST OF THE
 LX2372'SOUTHEAST CURB OF THE HIGHWAY, 2.89 METERS (9.5 FT) NORTH-NORTHEAST OF
 LX2372'HIGHWAY LAMP POST 408.
 LX2372'THE MARK IS 0.23 METERS  NNW FROM  A WITNESS POST
 LX2372'THE MARK IS 0.12 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2092 ***********************************************************************
 LX2092  DESIGNATION -  2266
 LX2092  PID         -  LX2092
 LX2092  STATE/COUNTY-  CT/TOLLAND
 LX2092  USGS QUAD   -  WESTFORD (1983)
 LX2092
 LX2092                         *CURRENT SURVEY CONTROL
 LX2092  ___________________________________________________________________
 LX2092* NAD 83(1986)-  41 57 48.     (N)    072 13 37.     (W)     SCALED    
 LX2092* NAVD 88     -       261.251  (meters)     857.12   (feet)  ADJUSTED  
 LX2092  ___________________________________________________________________
 LX2092  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2092  DYNAMIC HT  -         261.167 (meters)     856.85  (feet)  COMP
 LX2092  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LX2092
 LX2092  VERT ORDER  -  FIRST     CLASS II
 LX2092
 LX2092.The horizontal coordinates were scaled from a topographic map and have
 LX2092.an estimated accuracy of +/- 6 seconds.
 LX2092
 LX2092.The orthometric height was determined by differential leveling
 LX2092.and adjusted by the National Geodetic Survey in June 1991..
 LX2092
 LX2092.The geoid height was determined by GEOID03.
 LX2092
 LX2092.The dynamic height is computed by dividing the NAVD 88
 LX2092.geopotential number by the normal gravity value computed on the
 LX2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2092.degrees latitude (g = 980.6199 gals.).
 LX2092
 LX2092.The modeled gravity was interpolated from observed gravity values.
 LX2092
 LX2092;                    North         East    Units  Estimated Accuracy
 LX2092;SPC CT       -   278,030.      348,160.      MT  (+/- 180 meters Scaled)
 LX2092
 LX2092                          SUPERSEDED SURVEY CONTROL
 LX2092
 LX2092.No superseded survey control is available for this station.
 LX2092
 LX2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM297494(NAD 83)
 LX2092_MARKER: DD = SURVEY DISK
 LX2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2092_SP_SET: CONCRETE POST
 LX2092_STAMPING: 2266
 LX2092_MARK LOGO: CTGS  
 LX2092_PROJECTION: RECESSED 12 CENTIMETERS
 LX2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2092+STABILITY: SURFACE MOTION
 LX2092
 LX2092  HISTORY     - Date     Condition        Report By
 LX2092  HISTORY     - 1939     MONUMENTED       CTGS
 LX2092  HISTORY     - 1984     GOOD             NGS
 LX2092
 LX2092                          STATION DESCRIPTION
 LX2092
 LX2092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2092'7.2 KM (4.5 MI) EAST FROM STAFFORD SPRINGS.
 LX2092'7.2 KM (4.5 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2092'STAFFORD SPRINGS TO THE MARK ON THE LEFT, 6.55 METERS (21.5 FT) NORTH
 LX2092'OF THE CENTERLINE OF THE HIGHWAY, 17.16 METERS (56.3 FT) NORTHEAST OF
 LX2092'AND ACROSS THE HIGHWAY FROM UTILITY POLE 1795, 4.11 METERS (13.5 FT)
 LX2092'WEST OF THE SOUTHWEST CORNER OF A ROCK WALL, 0.21 METER (0.7 FT) SOUTH
 LX2092'OF A WOOD PICKET FENCE.
 LX2092'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2094 ***********************************************************************
 LX2094  DESIGNATION -  2268
 LX2094  PID         -  LX2094
 LX2094  STATE/COUNTY-  CT/TOLLAND
 LX2094  USGS QUAD   -  WESTFORD (1983)
 LX2094
 LX2094                         *CURRENT SURVEY CONTROL
 LX2094  ___________________________________________________________________
 LX2094* NAD 83(1986)-  41 57 59.     (N)    072 12 01.     (W)     SCALED    
 LX2094* NAVD 88     -       342.290  (meters)    1123.00   (feet)  ADJUSTED  
 LX2094  ___________________________________________________________________
 LX2094  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2094  DYNAMIC HT  -         342.178 (meters)    1122.63  (feet)  COMP
 LX2094  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LX2094
 LX2094  VERT ORDER  -  FIRST     CLASS II
 LX2094
 LX2094.The horizontal coordinates were scaled from a topographic map and have
 LX2094.an estimated accuracy of +/- 6 seconds.
 LX2094
 LX2094.The orthometric height was determined by differential leveling
 LX2094.and adjusted by the National Geodetic Survey in June 1991..
 LX2094
 LX2094.The geoid height was determined by GEOID03.
 LX2094
 LX2094.The dynamic height is computed by dividing the NAVD 88
 LX2094.geopotential number by the normal gravity value computed on the
 LX2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2094.degrees latitude (g = 980.6199 gals.).
 LX2094
 LX2094.The modeled gravity was interpolated from observed gravity values.
 LX2094
 LX2094;                    North         East    Units  Estimated Accuracy
 LX2094;SPC CT       -   278,390.      350,370.      MT  (+/- 180 meters Scaled)
 LX2094
 LX2094                          SUPERSEDED SURVEY CONTROL
 LX2094
 LX2094.No superseded survey control is available for this station.
 LX2094
 LX2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM319498(NAD 83)
 LX2094_MARKER: DD = SURVEY DISK
 LX2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2094_SP_SET: CONCRETE POST
 LX2094_STAMPING: 2268
 LX2094_MARK LOGO: CTGS  
 LX2094_PROJECTION: FLUSH
 LX2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2094+STABILITY: SURFACE MOTION
 LX2094
 LX2094  HISTORY     - Date     Condition        Report By
 LX2094  HISTORY     - 1968     MONUMENTED       CTGS
 LX2094  HISTORY     - 1984     GOOD             NGS
 LX2094  HISTORY     - 1986     GOOD             NGS
 LX2094  HISTORY     - 20030501 GOOD             INDIV
 LX2094
 LX2094                          STATION DESCRIPTION
 LX2094
 LX2094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2094'8.4 KM (5.25 MI) EAST FROM STAFFORD SPRINGS.
 LX2094'8.4 KM (5.25 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2094'STAFFORD SPRINGS TO THE MARK ON THE LEFT, ALSO 4.7 KM (2.9 MI) WEST
 LX2094'ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL CHURCH OF UNION IN
 LX2094'UNION, 6.10 METERS (20.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2094'HIGHWAY, 11.58 METERS (38.0 FT) SOUTHWEST OF THE EXTENDED CENTERLINE
 LX2094'OF STATE HIGHWAY 89, 0.61 METER (2.0 FT) SOUTHWEST OF UTILITY POLE
 LX2094'415.
 LX2094'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2094
 LX2094                          STATION RECOVERY (1986)
 LX2094
 LX2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2094'RECOVERED IN GOOD CONDITION.
 LX2094
 LX2094                          STATION RECOVERY (2003)
 LX2094
 LX2094'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2209 ***********************************************************************
 LX2209  DESIGNATION -  227
 LX2209  PID         -  LX2209
 LX2209  STATE/COUNTY-  CT/MIDDLESEX
 LX2209  USGS QUAD   -  MIDDLETOWN (1992)
 LX2209
 LX2209                         *CURRENT SURVEY CONTROL
 LX2209  ___________________________________________________________________
 LX2209* NAD 83(1986)-  41 34 38.     (N)    072 40 20.     (W)     SCALED    
 LX2209* NAVD 88     -         9.418  (meters)      30.90   (feet)  ADJUSTED  
 LX2209  ___________________________________________________________________
 LX2209  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2209  DYNAMIC HT  -           9.415 (meters)      30.89  (feet)  COMP
 LX2209  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX2209
 LX2209  VERT ORDER  -  FIRST     CLASS II
 LX2209
 LX2209.The horizontal coordinates were scaled from a topographic map and have
 LX2209.an estimated accuracy of +/- 6 seconds.
 LX2209
 LX2209.The orthometric height was determined by differential leveling
 LX2209.and adjusted by the National Geodetic Survey in June 1991..
 LX2209
 LX2209.The geoid height was determined by GEOID03.
 LX2209
 LX2209.The dynamic height is computed by dividing the NAVD 88
 LX2209.geopotential number by the normal gravity value computed on the
 LX2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2209.degrees latitude (g = 980.6199 gals.).
 LX2209
 LX2209.The modeled gravity was interpolated from observed gravity values.
 LX2209
 LX2209;                    North         East    Units  Estimated Accuracy
 LX2209;SPC CT       -   235,020.      311,290.      MT  (+/- 180 meters Scaled)
 LX2209
 LX2209                          SUPERSEDED SURVEY CONTROL
 LX2209
 LX2209.No superseded survey control is available for this station.
 LX2209
 LX2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM940054(NAD 83)
 LX2209_MARKER: DD = SURVEY DISK
 LX2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2209_SP_SET: CONCRETE POST
 LX2209_STAMPING: 227
 LX2209_MARK LOGO: CTGS  
 LX2209_PROJECTION: PROJECTING 18 CENTIMETERS
 LX2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2209+STABILITY: SURFACE MOTION
 LX2209
 LX2209  HISTORY     - Date     Condition        Report By
 LX2209  HISTORY     - UNK      MONUMENTED       CTGS
 LX2209  HISTORY     - 1984     GOOD             NGS
 LX2209
 LX2209                          STATION DESCRIPTION
 LX2209
 LX2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2209'3.1 KM (1.95 MI) NW FROM MIDDLETOWN.
 LX2209'3.1 KM (1.95 MI) NORTHWEST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF
 LX2209'STATE HIGHWAY 66 IN MIDDLETOWN TO THE MARK ON THE RIGHT, ON THE
 LX2209'PROPERTY OF THE NEWFIELD SCHOOL, BETWEEN THE HIGHWAY AND THE SCHOOL,
 LX2209'23.96 METERS (78.6 FT) WEST OF THE SOUTHWEST CORNER OF THE SCHOOL,
 LX2209'33.83 METERS (111.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LX2209'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5800 ***********************************************************************
 LX5800  DESIGNATION -  227
 LX5800  PID         -  LX5800
 LX5800  STATE/COUNTY-  CT/MIDDLESEX
 LX5800  USGS QUAD   -  OLD LYME (1976)
 LX5800
 LX5800                         *CURRENT SURVEY CONTROL
 LX5800  ___________________________________________________________________
 LX5800* NAD 83(1996)-  41 19 56.92199(N)    072 21 34.63044(W)     ADJUSTED  
 LX5800* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 LX5800  ___________________________________________________________________
 LX5800  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX5800  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5800
 LX5800  HORZ ORDER  -  SECOND
 LX5800
 LX5800.The horizontal coordinates were established by classical geodetic methods
 LX5800.and adjusted by the National Geodetic Survey in August 1998..
 LX5800
 LX5800.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5800
 LX5800.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5800
 LX5800.The geoid height was determined by GEOID03.
 LX5800
 LX5800;                    North         East     Units Scale Factor Converg.
 LX5800;SPC CT       -   207,907.868   337,479.277   MT  0.99998927   +0 15 31.8
 LX5800;SPC CT       -   682,111.06  1,107,213.26   sFT  0.99998927   +0 15 31.8
 LX5800;SPC NY L     -   130,749.804   437,313.990   MT  1.00003030   +1 04 22.6
 LX5800;SPC NY L     -   428,968.32  1,434,754.32   sFT  1.00003030   +1 04 22.6
 LX5800;UTM  18      - 4,579,029.936   720,950.554   MT  1.00020085   +1 44 40.1
 LX5800
 LX5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5800!SPC CT       -   1.00000459  x   0.99998927  =   0.99999386
 LX5800!SPC NY L     -   1.00000459  x   1.00003030  =   1.00003489
 LX5800!UTM  18      -   1.00000459  x   1.00020085  =   1.00020544
 LX5800
 LX5800:                Primary Azimuth Mark                     Grid Az
 LX5800:SPC CT       -  226                                      090 25 30.9
 LX5800:SPC NY L     -  226                                      089 36 40.1
 LX5800:UTM  18      -  226                                      088 56 22.6
 LX5800
 LX5800|---------------------------------------------------------------------|
 LX5800| PID    Reference Object                     Distance      Geod. Az  |
 LX5800|                                                           dddmmss.s |
 LX5800| LX5814 226                                 APPROX. 1.3 KM 0904102.7 |
 LX5800| CZ6894 227 RM 1                             10.912 METERS 22825     |
 LX5800| CZ6895 227 RM 2                              9.160 METERS 27133     |
 LX5800| CZ6896 227 RM 3                              9.665 METERS 30106     |
 LX5800|---------------------------------------------------------------------|
 LX5800
 LX5800                          SUPERSEDED SURVEY CONTROL
 LX5800
 LX5800  NAD 83(1992)-  41 19 56.92103(N)    072 21 34.63010(W) AD(       ) 2
 LX5800  NAD 83(1986)-  41 19 56.92294(N)    072 21 34.63361(W) AD(       ) 2
 LX5800  NAD 27      -  41 19 56.56922(N)    072 21 36.33787(W) AD(       ) 2
 LX5800  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 LX5800
 LX5800.Superseded values are not recommended for survey control.
 LX5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5800.See file dsdata.txt to determine how the superseded data were derived.
 LX5800
 LX5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2095179030(NAD 83)
 LX5800_MARKER: I = METAL ROD
 LX5800_SETTING: 80 = SET IN A BOULDER
 LX5800_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5800
 LX5800  HISTORY     - Date     Condition        Report By
 LX5800  HISTORY     - 1934     MONUMENTED       CGS
 LX5800  HISTORY     - 1969     GOOD             CGS
 LX5800  HISTORY     - 1976     GOOD             NGS
 LX5800  HISTORY     - 19970403 GOOD             USPSQD
 LX5800
 LX5800                          STATION DESCRIPTION
 LX5800
 LX5800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5800'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, U.S.A. IN
 LX5800'1909.  IT IS LOCATED ON THE SOUTHEASTERLY SIDE OF AYER POINT, ON
 LX5800'THE PROPERTY OF C. PERCIVAL DIETSCH.
 LX5800'
 LX5800'THE STATION IS ON A LARGE WHITE BOULDER JUST ABOUT AT THE
 LX5800'ORDINARY HIGH WATER LINE.  THE BOULDER MEASURES 9 FEET N AND S
 LX5800'AND 9 FEET E AND W AND IS 4 FEET HIGH.
 LX5800'
 LX5800'CENTER IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SURFACE OF
 LX5800'THE ROCK AND MARKED U.S. 227 IN THE UPPER END.
 LX5800'
 LX5800'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5800'
 LX5800'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX5800'
 LX5800'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5800
 LX5800                          STATION RECOVERY (1969)
 LX5800
 LX5800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5800'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION,
 LX5800'BY G.C.M., IS ADEQUATE.
 LX5800
 LX5800                          STATION RECOVERY (1976)
 LX5800
 LX5800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DO)
 LX5800'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE
 LX5800'SOUTHWEST CORNER OF ROGERS LAKE, 1-1/4 MILES NORTHEAST OF THE
 LX5800'JUNCTION WHERE CONNECTICUT ROUTE 9 PASSES OVER CONNECTICUT ROUTE
 LX5800'154 IN OLD SAYBROOK, 1-1/4 MILES NORTHWEST OF THE EASTERLY END
 LX5800'OF THE RAYMOND BALDWIN BRIDGE ON INTERSTATE 95 THAT PASSES OVER
 LX5800'THE CONNECTICUT RIVER AND ON THE WESTERLY EDGE OF THE
 LX5800'CONNECTICUT RIVER.
 LX5800'
 LX5800'TO REACH THE STATION FROM WHERE CONNECTICUT ROUTE 9 PASSES
 LX5800'OVER CONNECTICUT ROUTE 154 IN OLD SAYBROOK, GO NORTHERLY ALONG
 LX5800'CONNECTICUT ROUTE 154 FOR 0.2 MILE TO A T INTERSECTION, TURN
 LX5800'RIGHT ON ESSEX ROAD AND GO SOUTHEASTERLY FOR 0.5 MILE TO AYRES
 LX5800'POINT ROAD ON THE LEFT.  GO NORTHERLY ALONG AYRES POINT ROAD
 LX5800'PAST TWO SIDES ROADS FOR 0.45 MILE TO A Y IN THE ROAD.  BEAR
 LX5800'RIGHT AND CONTINUE EASTERLY FOR 0.4 MILE TO A BITUMINOUS DRIVE
 LX5800'ON THE RIGHT.  FOLLOW DRIVE EASTERLY TO CIRCLE TURNAROUND IN
 LX5800'FRONT OF HOUSE OCCUPIED BY THE WILTSIES.
 LX5800'
 LX5800'THE STATION IS A 3/4 IN IN DIAMETER BRASS PIN CEMENTED INTO
 LX5800'THE TOP OF A 9 FT X 9 FT BOULDER THAT PROTRUDES 4 FT ABOVE THE
 LX5800'WATER.  IT IS STAMPED USE 227 IN THE TOP OF THE PIN AND HAS A
 LX5800'PUNCH HOLE IN THE CENTER OF THE TOP.  IT IS ABOUT 315 FEET
 LX5800'SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN PART OF A 2-1/2
 LX5800'STORY FRAME HOUSE AND 46 FEET NORTHEAST OF A 6 IN SPRUCE TREE
 LX5800'NEAR THE WESTERLY EDGE OF THE CONNECTICUT RIVER.
 LX5800'
 LX5800'REFERENCE MARK 1 IS SOUTHWEST OF THE STATION, A PUNCH MARK IN
 LX5800'THE 1/2 IN HEAD OF A BRASS BOLT, THE SHAFT SET IN A 1/4 IN DRILL
 LX5800'HOLE IN THE TOP OF A 3 FT X 7 FT LEDGE OUTCROP ON THE WEST BANK
 LX5800'OF THE CONNECTICUT RIVER.  IT IS ABOUT 295 FEET SOUTHEAST OF THE
 LX5800'SOUTHEAST CORNER OF THE MAIN PART OF A 2-1/2 STORY FRAME HOUSE
 LX5800'AND 11 FEET EAST OF A 6 IN SPRUCE TREE CLOSE TO THE WESTERLY
 LX5800'EDGE OF THE CONNECTICUT RIVER.  IT PROJECTS 1.5 FT ABOVE THE
 LX5800'SURFACE OF THE GROUND.
 LX5800'
 LX5800'REFERENCE MARK 2 IS WEST OF THE STATION, A PUNCH MARK IN THE
 LX5800'1/2 IN HEAD OF A BRASS BOLT, THE SHAFT SET IN A 1/4 IN DRILL
 LX5800'HOLE IN A LEDGE OUTCROP ON THE WEST BANK OF THE CONNECTICUT
 LX5800'RIVER.  IT IS ABOUT 285 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LX5800'OF THE MAIN PART OF THE 2-1/2 STORY FRAME HOUSE AND 25 FEET
 LX5800'NORTHEAST OF A 6 IN SPRUCE TREE NEAR THE WEST EDGE OF THE
 LX5800'RIVER.  IT IS FLUSH WITH THE SURFACE OF THE GROUND.
 LX5800'
 LX5800'REFERENCE MARK 3 IS NORTHWEST OF THE STATION, A PUNCH MARK IN
 LX5800'THE 1/2 IN HEAD OF A BRASS BOLT, THE SHAFT SET IN A 1/4 IN
 LX5800'DRILL HOLE IN THE NORTHEAST CORNER OF A LEDGE OUTCROP ON THE
 LX5800'WEST BANK OF THE CONNECTICUT RIVER.  IT IS 280 FEET SOUTHEAST OF
 LX5800'THE SOUTHEAST CORNER OF THE MAIN PART OF A 2-1/2 STORY FRAME
 LX5800'HOUSE AND 40 FEET NORTHEAST OF A 6 IN SPRUCE TREE ON THE WEST
 LX5800'BANK ON THE RIVER.  IT PROJECTS 8 IN ABOVE THE SURFACE OF THE
 LX5800'GROUND.
 LX5800'
 LX5800'USE 226 (AZIMUTH MARK) IS A 3/4 IN IN DIAMETER BRASS PIN WITH
 LX5800'A PUNCH MARK IN THE TOP, STAMPED USE 226, SET IN A 3 FT X 5 FT
 LX5800'LEDGE OUTCROP.  THE TOP OF THE PIN IS FLUSH WITH THE TOP OF THE
 LX5800'LEDGE AND THE LEDGE IS FLUSH WITH THE SURFACE OF THE GROUND IN
 LX5800'THE FOOT PATH.  IT IS ABOUT 4,155 FEET EAST OF THE STATION, 121
 LX5800'FEET WEST OF THE MOST SOUTHWEST CORNER OF THE 2 STORY FRAME
 LX5800'HOUSE, 76.1 FEET NORTHWEST OF A 24 IN BEECH TREE NEAR THE EAST
 LX5800'END OF THE CONNECTICUT RIVER, 35.5 FEET EAST OF THE EASTERLY
 LX5800'EDGE OF THE CONNECTICUT RIVER AND 19 FEET SOUTHWEST OF A 10
 LX5800'IN OAK TREE.
 LX5800'
 LX5800'3537 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC AND
 LX5800'STATE SURVEY BRONZE DISK, STAMPED 3537, SET IN THE TOP OF THE
 LX5800'CENTER OF THE WESTERLY SIDE OF THE CONCRETE BRIDGE FOOTING
 LX5800'UNDER THE RAYMOND BALDWIN BRIDGE THAT GOES OVER THE CONNECTICUT
 LX5800'RIVER ON THE EASTERLY SIDE OF THE RIVER.  IT IS ABOUT 6,193 FEET
 LX5800'SOUTHEAST OF THE STATION, 12.2 FEET WEST OF THE EASTERLY EDGE
 LX5800'OF THE CONCRETE FOOTING, 10.8 FEET NORTH OF THE MOST NORTHWEST
 LX5800'CORNER OF THE CONCRETE BRIDGE PIER ON THE SOUTH SIDE OF THE
 LX5800'BRIDGE, 10.7 FEET SOUTHWEST OF THE MOST SOUTHWESTERLY CORNER
 LX5800'OF THE CONCRETE BRIDGE PIER ON THE NORTH SIDE OF THE BRIDGE
 LX5800'AND 2.8 FEET EAST OF THE WESTERLY EDGE OF THE CONCRETE
 LX5800'FOOTING.  THE DISK IS FLUSH WITH THE TOP OF THE FOOTING.
 LX5800'
 LX5800'HEIGHT OF LIGHT ABOVE STATION MARK 0.1 METER.
 LX5800
 LX5800                          STATION RECOVERY (1997)
 LX5800
 LX5800'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2980 ***********************************************************************
 LX2980  DESIGNATION -  2270
 LX2980  PID         -  LX2980
 LX2980  STATE/COUNTY-  CT/WINDHAM
 LX2980  USGS QUAD   -  SPRING HILL (1983)
 LX2980
 LX2980                         *CURRENT SURVEY CONTROL
 LX2980  ___________________________________________________________________
 LX2980* NAD 83(1986)-  41 51 48.     (N)    072 09 44.     (W)     SCALED    
 LX2980* NAVD 88     -       118.152  (meters)     387.64   (feet)  ADJUSTED  
 LX2980  ___________________________________________________________________
 LX2980  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2980  DYNAMIC HT  -         118.112 (meters)     387.51  (feet)  COMP
 LX2980  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LX2980
 LX2980  VERT ORDER  -  FIRST     CLASS II
 LX2980
 LX2980.The horizontal coordinates were scaled from a topographic map and have
 LX2980.an estimated accuracy of +/- 6 seconds.
 LX2980
 LX2980.The orthometric height was determined by differential leveling
 LX2980.and adjusted by the National Geodetic Survey in June 1991..
 LX2980
 LX2980.The geoid height was determined by GEOID03.
 LX2980
 LX2980.The dynamic height is computed by dividing the NAVD 88
 LX2980.geopotential number by the normal gravity value computed on the
 LX2980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2980.degrees latitude (g = 980.6199 gals.).
 LX2980
 LX2980.The modeled gravity was interpolated from observed gravity values.
 LX2980
 LX2980;                    North         East    Units  Estimated Accuracy
 LX2980;SPC CT       -   266,960.      353,600.      MT  (+/- 180 meters Scaled)
 LX2980
 LX2980                          SUPERSEDED SURVEY CONTROL
 LX2980
 LX2980.No superseded survey control is available for this station.
 LX2980
 LX2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM355384(NAD 83)
 LX2980_MARKER: DD = SURVEY DISK
 LX2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2980_SP_SET: CONCRETE POST
 LX2980_STAMPING: 2270
 LX2980_MARK LOGO: CTGS  
 LX2980_PROJECTION: RECESSED 12 CENTIMETERS
 LX2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2980+STABILITY: SURFACE MOTION
 LX2980
 LX2980  HISTORY     - Date     Condition        Report By
 LX2980  HISTORY     - 1965     MONUMENTED       CTGS
 LX2980  HISTORY     - 1986     GOOD             NGS
 LX2980
 LX2980                          STATION DESCRIPTION
 LX2980
 LX2980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2980'IN ASHFORD.
 LX2980'IN ASHFORD ON THE NORTHWEST EDGE OF THE PROPERTY OF ASHFORD TOWN HALL.
 LX2980'IT IS 6.71 METERS (22.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2980'HIGHWAY, 25.30 METERS (83.0 FT) SOUTHWEST OF THE CENTER OF TOWN HALL
 LX2980'ROAD AND 2.87 METERS (9.4 FT) NORTHEAST OF UTILITY POLE NO. 843.
 LX2980'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2981 ***********************************************************************
 LX2981  DESIGNATION -  2271 X
 LX2981  PID         -  LX2981
 LX2981  STATE/COUNTY-  CT/WINDHAM
 LX2981  USGS QUAD   -  SPRING HILL (1983)
 LX2981
 LX2981                         *CURRENT SURVEY CONTROL
 LX2981  ___________________________________________________________________
 LX2981* NAD 83(1986)-  41 51 51.     (N)    072 09 37.     (W)     SCALED    
 LX2981* NAVD 88     -       121.246  (meters)     397.79   (feet)  ADJUSTED  
 LX2981  ___________________________________________________________________
 LX2981  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2981  DYNAMIC HT  -         121.205 (meters)     397.65  (feet)  COMP
 LX2981  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 LX2981
 LX2981  VERT ORDER  -  FIRST     CLASS II
 LX2981
 LX2981.The horizontal coordinates were scaled from a topographic map and have
 LX2981.an estimated accuracy of +/- 6 seconds.
 LX2981
 LX2981.The orthometric height was determined by differential leveling
 LX2981.and adjusted by the National Geodetic Survey in June 1991..
 LX2981
 LX2981.The geoid height was determined by GEOID03.
 LX2981
 LX2981.The dynamic height is computed by dividing the NAVD 88
 LX2981.geopotential number by the normal gravity value computed on the
 LX2981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2981.degrees latitude (g = 980.6199 gals.).
 LX2981
 LX2981.The modeled gravity was interpolated from observed gravity values.
 LX2981
 LX2981;                    North         East    Units  Estimated Accuracy
 LX2981;SPC CT       -   267,050.      353,760.      MT  (+/- 180 meters Scaled)
 LX2981
 LX2981                          SUPERSEDED SURVEY CONTROL
 LX2981
 LX2981.No superseded survey control is available for this station.
 LX2981
 LX2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM356385(NAD 83)
 LX2981_MARKER: DD = SURVEY DISK
 LX2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2981_SP_SET: CONCRETE POST
 LX2981_STAMPING: 2271 X
 LX2981_MARK LOGO: CTGS  
 LX2981_PROJECTION: FLUSH
 LX2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2981+STABILITY: SURFACE MOTION
 LX2981
 LX2981  HISTORY     - Date     Condition        Report By
 LX2981  HISTORY     - 1965     MONUMENTED       CTGS
 LX2981  HISTORY     - 1986     GOOD             NGS
 LX2981
 LX2981                          STATION DESCRIPTION
 LX2981
 LX2981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2981'0.2 KM (0.15 MI) EAST FROM ASHFORD.
 LX2981'0.2 KM (0.15 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2981'ASHFORD TO THE MARK ON THE LEFT IN THE NORTH ANGLE OF THE JUNCTION OF
 LX2981'STATE HIGHWAY 89.  IT IS 8.38 METERS (27.5 FT) NORTHWEST OF THE
 LX2981'CENTERLINE OF THE HIGHWAY, 12.16 METERS (39.9 FT) SOUTHEAST OF A
 LX2981'UTILITY POLE WITH A STREET LAMP AND 8.84 METERS (29.0 FT) NORTHEAST OF
 LX2981'THE CENTER OF THE NORTH BOUND LANE OF THE STATE HIGHWAY.
 LX2981'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2982 ***********************************************************************
 LX2982  DESIGNATION -  2272
 LX2982  PID         -  LX2982
 LX2982  STATE/COUNTY-  CT/WINDHAM
 LX2982  USGS QUAD   -  SPRING HILL (1983)
 LX2982
 LX2982                         *CURRENT SURVEY CONTROL
 LX2982  ___________________________________________________________________
 LX2982* NAD 83(1986)-  41 51 53.     (N)    072 09 29.     (W)     SCALED    
 LX2982* NAVD 88     -       134.122  (meters)     440.03   (feet)  ADJUSTED  
 LX2982  ___________________________________________________________________
 LX2982  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2982  DYNAMIC HT  -         134.077 (meters)     439.88  (feet)  COMP
 LX2982  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX2982
 LX2982  VERT ORDER  -  FIRST     CLASS II
 LX2982
 LX2982.The horizontal coordinates were scaled from a topographic map and have
 LX2982.an estimated accuracy of +/- 6 seconds.
 LX2982
 LX2982.The orthometric height was determined by differential leveling
 LX2982.and adjusted by the National Geodetic Survey in June 1991..
 LX2982
 LX2982.The geoid height was determined by GEOID03.
 LX2982
 LX2982.The dynamic height is computed by dividing the NAVD 88
 LX2982.geopotential number by the normal gravity value computed on the
 LX2982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2982.degrees latitude (g = 980.6199 gals.).
 LX2982
 LX2982.The modeled gravity was interpolated from observed gravity values.
 LX2982
 LX2982;                    North         East    Units  Estimated Accuracy
 LX2982;SPC CT       -   267,120.      353,950.      MT  (+/- 180 meters Scaled)
 LX2982
 LX2982                          SUPERSEDED SURVEY CONTROL
 LX2982
 LX2982.No superseded survey control is available for this station.
 LX2982
 LX2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM358386(NAD 83)
 LX2982_MARKER: DD = SURVEY DISK
 LX2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2982_SP_SET: CONCRETE POST
 LX2982_STAMPING: 2272
 LX2982_MARK LOGO: CTGS  
 LX2982_PROJECTION: FLUSH
 LX2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2982+STABILITY: SURFACE MOTION
 LX2982
 LX2982  HISTORY     - Date     Condition        Report By
 LX2982  HISTORY     - 1965     MONUMENTED       CTGS
 LX2982  HISTORY     - 1986     GOOD             NGS
 LX2982
 LX2982                          STATION DESCRIPTION
 LX2982
 LX2982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2982'0.4 KM (0.25 MI) EAST FROM ASHFORD.
 LX2982'0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2982'ASHFORD TO THE MARK ON THE RIGHT.  IT IS 6.10 METERS (20.0 FT)
 LX2982'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 20.94 METERS (68.7 FT)
 LX2982'NORTHEAST OF UTILITY POLE NO. 893.
 LX2982'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LX2982'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3012 ***********************************************************************
 LX3012  DESIGNATION -  2273 X
 LX3012  PID         -  LX3012
 LX3012  STATE/COUNTY-  CT/WINDHAM
 LX3012  USGS QUAD   -  WESTFORD (1983)
 LX3012
 LX3012                         *CURRENT SURVEY CONTROL
 LX3012  ___________________________________________________________________
 LX3012* NAD 83(1986)-  41 52 44.     (N)    072 09 46.     (W)     SCALED    
 LX3012* NAVD 88     -       129.421  (meters)     424.61   (feet)  ADJUSTED  
 LX3012  ___________________________________________________________________
 LX3012  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX3012  DYNAMIC HT  -         129.378 (meters)     424.47  (feet)  COMP
 LX3012  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LX3012
 LX3012  VERT ORDER  -  FIRST     CLASS II
 LX3012
 LX3012.The horizontal coordinates were scaled from a topographic map and have
 LX3012.an estimated accuracy of +/- 6 seconds.
 LX3012
 LX3012.The orthometric height was determined by differential leveling
 LX3012.and adjusted by the National Geodetic Survey in June 1991..
 LX3012
 LX3012.The geoid height was determined by GEOID03.
 LX3012
 LX3012.The dynamic height is computed by dividing the NAVD 88
 LX3012.geopotential number by the normal gravity value computed on the
 LX3012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3012.degrees latitude (g = 980.6199 gals.).
 LX3012
 LX3012.The modeled gravity was interpolated from observed gravity values.
 LX3012
 LX3012;                    North         East    Units  Estimated Accuracy
 LX3012;SPC CT       -   268,690.      353,540.      MT  (+/- 180 meters Scaled)
 LX3012
 LX3012                          SUPERSEDED SURVEY CONTROL
 LX3012
 LX3012.No superseded survey control is available for this station.
 LX3012
 LX3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM354402(NAD 83)
 LX3012_MARKER: DD = SURVEY DISK
 LX3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3012_SP_SET: CONCRETE POST
 LX3012_STAMPING: 2273 X
 LX3012_MARK LOGO: CTGS  
 LX3012_PROJECTION: FLUSH
 LX3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3012+STABILITY: SURFACE MOTION
 LX3012
 LX3012  HISTORY     - Date     Condition        Report By
 LX3012  HISTORY     - 1964     MONUMENTED       CTGS
 LX3012  HISTORY     - 1986     GOOD             NGS
 LX3012  HISTORY     - 20031001 GOOD             INDIV
 LX3012
 LX3012                          STATION DESCRIPTION
 LX3012
 LX3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3012'2.2 KM (1.35 MI) NORTH FROM ASHFORD.
 LX3012'0.16 KM (0.1 MI) EAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE AT
 LX3012'ASHFORD, THENCE 2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 89 TO
 LX3012'THE MARK ON THE RIGHT.  IT IS 15.73 METERS (51.6 FT) EAST OF THE
 LX3012'CENTERLINE OF HIGHWAY, 8.05 METERS (26.4 FT) SOUTHEAST OF SNET
 LX3012'POLE NO. 544 WITH TWO GUY WIRES GOING TO ONE ANCHOR AND 7.74
 LX3012'METERS (25.4 FT) SOUTH OF THE CENTER OF A CULVERT HEADWALL.
 LX3012'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX3012'THE MARK IS 0.91 M BELOW HIGHWAY.
 LX3012
 LX3012                          STATION RECOVERY (2003)
 LX3012
 LX3012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3012'FROM MY NOTES AND THE PICTURE OF THE STATION I THINK THAT THIS STATION
 LX3012'HAS A TYPO OF THE DISK NUMBER. THE NUMBER ON THE  DISK IS 5353 NOT
 LX3012'5253. PICTURE IS ON THE GEOCACHE BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3011 ***********************************************************************
 LX3011  DESIGNATION -  2274
 LX3011  PID         -  LX3011
 LX3011  STATE/COUNTY-  CT/WINDHAM
 LX3011  USGS QUAD   -  WESTFORD (1983)
 LX3011
 LX3011                         *CURRENT SURVEY CONTROL
 LX3011  ___________________________________________________________________
 LX3011* NAD 83(1986)-  41 52 53.     (N)    072 09 48.     (W)     SCALED    
 LX3011* NAVD 88     -       134.399  (meters)     440.94   (feet)  ADJUSTED  
 LX3011  ___________________________________________________________________
 LX3011  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX3011  DYNAMIC HT  -         134.355 (meters)     440.80  (feet)  COMP
 LX3011  MODELED GRAV-     980,289.9   (mgal)                       NAVD 88
 LX3011
 LX3011  VERT ORDER  -  FIRST     CLASS II
 LX3011
 LX3011.The horizontal coordinates were scaled from a topographic map and have
 LX3011.an estimated accuracy of +/- 6 seconds.
 LX3011
 LX3011.The orthometric height was determined by differential leveling
 LX3011.and adjusted by the National Geodetic Survey in June 1991..
 LX3011
 LX3011.The geoid height was determined by GEOID03.
 LX3011
 LX3011.The dynamic height is computed by dividing the NAVD 88
 LX3011.geopotential number by the normal gravity value computed on the
 LX3011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3011.degrees latitude (g = 980.6199 gals.).
 LX3011
 LX3011.The modeled gravity was interpolated from observed gravity values.
 LX3011
 LX3011;                    North         East    Units  Estimated Accuracy
 LX3011;SPC CT       -   268,960.      353,500.      MT  (+/- 180 meters Scaled)
 LX3011
 LX3011                          SUPERSEDED SURVEY CONTROL
 LX3011
 LX3011.No superseded survey control is available for this station.
 LX3011
 LX3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM353404(NAD 83)
 LX3011_MARKER: DD = SURVEY DISK
 LX3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3011_SP_SET: CONCRETE POST
 LX3011_STAMPING: 2274
 LX3011_MARK LOGO: CTGS  
 LX3011_PROJECTION: FLUSH
 LX3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3011+STABILITY: SURFACE MOTION
 LX3011
 LX3011  HISTORY     - Date     Condition        Report By
 LX3011  HISTORY     - 1964     MONUMENTED       CTGS
 LX3011  HISTORY     - 1986     GOOD             NGS
 LX3011  HISTORY     - 20031001 GOOD             INDIV
 LX3011
 LX3011                          STATION DESCRIPTION
 LX3011
 LX3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3011'2.4 KM (1.5 MI) NORTH FROM ASHFORD.
 LX3011'0.16 KM EAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN ASHFORD
 LX3011'THENCE 2.30 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 89 TO THE MARK
 LX3011'ON THE LEFT.  IT IS 6.70 METERS (22.0 FT) WEST THE CENTERLINE OF
 LX3011'THE HIGHWAY, 26.21 METERS (86.0 FT) NORTH OF A GRAVELED DRIVE
 LX3011'LEADING WEST TO A 1 STORY FRAME HOUSE AND 6.98 METERS (22.9 FT)
 LX3011'SOUTH OF THE SOUTH END OF THE WEST ABUTMENT OF BRIDGE OVER MT.
 LX3011'HOPE RIVER.
 LX3011'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX3011'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3011
 LX3011                          STATION RECOVERY (2003)
 LX3011
 LX3011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3011'FROM MY NOTES AND THE PICTURE OF THE STATION I THINK THAT THIS STATION
 LX3011'HAS A TYPO OF THE DISK NUMBER. THE NUMBER ON THE  DISK IS 5353 NOT
 LX3011'5253. PICTURE IS ON THE GEOCACHE BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3008 ***********************************************************************
 LX3008  DESIGNATION -  2275 X
 LX3008  PID         -  LX3008
 LX3008  STATE/COUNTY-  CT/WINDHAM
 LX3008  USGS QUAD   -  WESTFORD (1983)
 LX3008
 LX3008                         *CURRENT SURVEY CONTROL
 LX3008  ___________________________________________________________________
 LX3008* NAD 83(1986)-  41 53 32.     (N)    072 10 12.     (W)     SCALED    
 LX3008* NAVD 88     -       163.258  (meters)     535.62   (feet)  ADJUSTED  
 LX3008  ___________________________________________________________________
 LX3008  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX3008  DYNAMIC HT  -         163.204 (meters)     535.45  (feet)  COMP
 LX3008  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 LX3008
 LX3008  VERT ORDER  -  FIRST     CLASS II
 LX3008
 LX3008.The horizontal coordinates were scaled from a topographic map and have
 LX3008.an estimated accuracy of +/- 6 seconds.
 LX3008
 LX3008.The orthometric height was determined by differential leveling
 LX3008.and adjusted by the National Geodetic Survey in June 1991..
 LX3008
 LX3008.The geoid height was determined by GEOID03.
 LX3008
 LX3008.The dynamic height is computed by dividing the NAVD 88
 LX3008.geopotential number by the normal gravity value computed on the
 LX3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3008.degrees latitude (g = 980.6199 gals.).
 LX3008
 LX3008.The modeled gravity was interpolated from observed gravity values.
 LX3008
 LX3008;                    North         East    Units  Estimated Accuracy
 LX3008;SPC CT       -   270,160.      352,940.      MT  (+/- 180 meters Scaled)
 LX3008
 LX3008                          SUPERSEDED SURVEY CONTROL
 LX3008
 LX3008.No superseded survey control is available for this station.
 LX3008
 LX3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM347416(NAD 83)
 LX3008_MARKER: DD = SURVEY DISK
 LX3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3008_SP_SET: CONCRETE POST
 LX3008_STAMPING: 2275 X
 LX3008_MARK LOGO: CTGS  
 LX3008_PROJECTION: FLUSH
 LX3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3008+STABILITY: SURFACE MOTION
 LX3008
 LX3008  HISTORY     - Date     Condition        Report By
 LX3008  HISTORY     - 1965     MONUMENTED       CTGS
 LX3008  HISTORY     - 1986     GOOD             NGS
 LX3008  HISTORY     - 20031001 GOOD             INDIV
 LX3008
 LX3008                          STATION DESCRIPTION
 LX3008
 LX3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3008'3.5 KM (2.2 MI) NORTH FROM ASHFORD.
 LX3008'0.16 KM (0.1 MI) EAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN
 LX3008'ASHFORD, THENCE 3.38 KM (2.1 MI) NORTH ALONG STATE HIGHWAY 89 TO THE
 LX3008'MARK ON THE LEFT. IT IS 5.82 METERS (19.1 FT) WEST OF THE
 LX3008'CENTERLINE OF THE HIGHWAY, 11.89 METERS (39.0 FT) NORTHEAST OF
 LX3008'SNET POLE NO. 587 AND 0.82 METER (2.7 FT) WEST OF THE WEST CURB OF
 LX3008'STATE HIGHWAY 89.
 LX3008'THE MARK IS 0.79 METERS  SW FROM  A WITNESS POST
 LX3008'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3008
 LX3008                          STATION RECOVERY (2003)
 LX3008
 LX3008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3003 ***********************************************************************
 LX3003  DESIGNATION -  2279
 LX3003  PID         -  LX3003
 LX3003  STATE/COUNTY-  CT/WINDHAM
 LX3003  USGS QUAD   -  WESTFORD (1983)
 LX3003
 LX3003                         *CURRENT SURVEY CONTROL
 LX3003  ___________________________________________________________________
 LX3003* NAD 83(1986)-  41 55 13.     (N)    072 10 41.     (W)     SCALED    
 LX3003* NAVD 88     -       206.723  (meters)     678.22   (feet)  ADJUSTED  
 LX3003  ___________________________________________________________________
 LX3003  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX3003  DYNAMIC HT  -         206.654 (meters)     678.00  (feet)  COMP
 LX3003  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX3003
 LX3003  VERT ORDER  -  FIRST     CLASS II
 LX3003
 LX3003.The horizontal coordinates were scaled from a topographic map and have
 LX3003.an estimated accuracy of +/- 6 seconds.
 LX3003
 LX3003.The orthometric height was determined by differential leveling
 LX3003.and adjusted by the National Geodetic Survey in June 1991..
 LX3003
 LX3003.The geoid height was determined by GEOID03.
 LX3003
 LX3003.The dynamic height is computed by dividing the NAVD 88
 LX3003.geopotential number by the normal gravity value computed on the
 LX3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3003.degrees latitude (g = 980.6199 gals.).
 LX3003
 LX3003.The modeled gravity was interpolated from observed gravity values.
 LX3003
 LX3003;                    North         East    Units  Estimated Accuracy
 LX3003;SPC CT       -   273,280.      352,250.      MT  (+/- 180 meters Scaled)
 LX3003
 LX3003                          SUPERSEDED SURVEY CONTROL
 LX3003
 LX3003.No superseded survey control is available for this station.
 LX3003
 LX3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM340447(NAD 83)
 LX3003_MARKER: DD = SURVEY DISK
 LX3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3003_SP_SET: CONCRETE POST
 LX3003_STAMPING: 2279
 LX3003_MARK LOGO: CTGS  
 LX3003_PROJECTION: PROJECTING 12 CENTIMETERS
 LX3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3003+STABILITY: SURFACE MOTION
 LX3003
 LX3003  HISTORY     - Date     Condition        Report By
 LX3003  HISTORY     - 1939     MONUMENTED       CTGS
 LX3003  HISTORY     - 1986     GOOD             NGS
 LX3003  HISTORY     - 20030927 GOOD             INDIV
 LX3003
 LX3003                          STATION DESCRIPTION
 LX3003
 LX3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3003'13.1 KM (8.15 MI) WEST FROM UNION.
 LX3003'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX3003'CHURCH OF UNION IN UNION, THENCE 8.45 KM (5.25 MI) SOUTH ALONG STATE
 LX3003'HIGHWAY 89 TO THE MARK ON LEFT.  IT IS 8.59 METERS (28.2 FT) NORTH OF
 LX3003'THE CENTERLINE OF THE HIGHWAY, 39.04 METERS (128.1 FT) WEST OF A DRILL
 LX3003'HOLE IN THE WEST END OF A ROCK CULVERT ON THE EAST SIDE OF WATERFALL
 LX3003'ROAD AND 30.66 METERS (100.6 FT) WEST OF THE CENTER OF WATERFALL ROAD.
 LX3003'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX3003'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3003
 LX3003                          STATION RECOVERY (2003)
 LX3003
 LX3003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3252 ***********************************************************************
 LX3252  DESIGNATION -  2280
 LX3252  PID         -  LX3252
 LX3252  STATE/COUNTY-  CT/NEW LONDON
 LX3252  USGS QUAD   -  MOODUS (1984)
 LX3252
 LX3252                         *CURRENT SURVEY CONTROL
 LX3252  ___________________________________________________________________
 LX3252* NAD 83(1986)-  41 35 28.     (N)    072 23 59.     (W)     SCALED    
 LX3252* NAVD 88     -       105.220  (meters)     345.21   (feet)  ADJUSTED  
 LX3252  ___________________________________________________________________
 LX3252  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX3252  DYNAMIC HT  -         105.184 (meters)     345.09  (feet)  COMP
 LX3252  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX3252
 LX3252  VERT ORDER  -  FIRST     CLASS II
 LX3252
 LX3252.The horizontal coordinates were scaled from a topographic map and have
 LX3252.an estimated accuracy of +/- 6 seconds.
 LX3252
 LX3252.The orthometric height was determined by differential leveling
 LX3252.and adjusted by the National Geodetic Survey in June 1991..
 LX3252
 LX3252.The geoid height was determined by GEOID03.
 LX3252
 LX3252.The dynamic height is computed by dividing the NAVD 88
 LX3252.geopotential number by the normal gravity value computed on the
 LX3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3252.degrees latitude (g = 980.6199 gals.).
 LX3252
 LX3252.The modeled gravity was interpolated from observed gravity values.
 LX3252
 LX3252;                    North         East    Units  Estimated Accuracy
 LX3252;SPC CT       -   236,620.      334,010.      MT  (+/- 180 meters Scaled)
 LX3252
 LX3252                          SUPERSEDED SURVEY CONTROL
 LX3252
 LX3252.No superseded survey control is available for this station.
 LX3252
 LX3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM167076(NAD 83)
 LX3252_MARKER: DD = SURVEY DISK
 LX3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3252_SP_SET: CONCRETE POST
 LX3252_STAMPING: 2280
 LX3252_MARK LOGO: CTDT  
 LX3252_PROJECTION: FLUSH
 LX3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3252+STABILITY: SURFACE MOTION
 LX3252
 LX3252  HISTORY     - Date     Condition        Report By
 LX3252  HISTORY     - UNK      MONUMENTED       CTDT
 LX3252  HISTORY     - 1986     GOOD             NGS
 LX3252  HISTORY     - 19910103 GOOD             USPSQD
 LX3252
 LX3252                          STATION DESCRIPTION
 LX3252
 LX3252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3252'6.4 KM (3.95 MI) NW FROM COLCHESTER.
 LX3252'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3252'COLCHESTER, THENCE 3.46 KM (2.15 MI) NORTHWEST ALONG STATE HIGHWAY 2
 LX3252'TO THE MARK ON THE RIGHT, 9.69 METERS (31.8 FT) NORTH OF THE
 LX3252'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 31.97 METERS (104.9
 LX3252'FT) EAST OF THE NORTHEAST METAL CORNER OF A CATCH BASIN, 0.36 METER
 LX3252'(1.2 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY.
 LX3252'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3252
 LX3252                          STATION RECOVERY (1991)
 LX3252
 LX3252'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3250 ***********************************************************************
 LX3250  DESIGNATION -  2289
 LX3250  PID         -  LX3250
 LX3250  STATE/COUNTY-  CT/NEW LONDON
 LX3250  USGS QUAD   -  MOODUS (1984)
 LX3250
 LX3250                         *CURRENT SURVEY CONTROL
 LX3250  ___________________________________________________________________
 LX3250* NAD 83(1986)-  41 35 15.     (N)    072 23 10.     (W)     SCALED    
 LX3250* NAVD 88     -        74.612  (meters)     244.79   (feet)  ADJUSTED  
 LX3250  ___________________________________________________________________
 LX3250  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3250  DYNAMIC HT  -          74.586 (meters)     244.70  (feet)  COMP
 LX3250  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX3250
 LX3250  VERT ORDER  -  FIRST     CLASS II
 LX3250
 LX3250.The horizontal coordinates were scaled from a topographic map and have
 LX3250.an estimated accuracy of +/- 6 seconds.
 LX3250
 LX3250.The orthometric height was determined by differential leveling
 LX3250.and adjusted by the National Geodetic Survey in June 1991..
 LX3250
 LX3250.The geoid height was determined by GEOID03.
 LX3250
 LX3250.The dynamic height is computed by dividing the NAVD 88
 LX3250.geopotential number by the normal gravity value computed on the
 LX3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3250.degrees latitude (g = 980.6199 gals.).
 LX3250
 LX3250.The modeled gravity was interpolated from observed gravity values.
 LX3250
 LX3250;                    North         East    Units  Estimated Accuracy
 LX3250;SPC CT       -   236,220.      335,140.      MT  (+/- 180 meters Scaled)
 LX3250
 LX3250                          SUPERSEDED SURVEY CONTROL
 LX3250
 LX3250.No superseded survey control is available for this station.
 LX3250
 LX3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM178072(NAD 83)
 LX3250_MARKER: DD = SURVEY DISK
 LX3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3250_SP_SET: CONCRETE POST
 LX3250_STAMPING: 2289
 LX3250_MARK LOGO: CTDT  
 LX3250_PROJECTION: FLUSH
 LX3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3250+STABILITY: SURFACE MOTION
 LX3250
 LX3250  HISTORY     - Date     Condition        Report By
 LX3250  HISTORY     - UNK      MONUMENTED       CTDT
 LX3250  HISTORY     - 1986     GOOD             NGS
 LX3250  HISTORY     - 19910103 GOOD             USPSQD
 LX3250
 LX3250                          STATION DESCRIPTION
 LX3250
 LX3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3250'5.1 KM (3.15 MI) NW FROM COLCHESTER.
 LX3250'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3250'COLCHESTER, THENCE 2.17 KM (1.35 MI) NORTHWEST ALONG STATE HIGHWAY 2
 LX3250'TO THE MARK ON THE RIGHT, 8.68 METERS (28.5 FT) NORTHEAST OF THE
 LX3250'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 16.98 METERS (55.7
 LX3250'FT) WEST OF THE EAST END OF A GUARDRAIL, 43.10 METERS (141.4 FT)
 LX3250'SOUTHEAST OF THE SOUTH LEG OF EXIT 16 SIGN READING (WESTCHESTER-MOODUS
 LX3250'HALF MILE.
 LX3250'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3250
 LX3250                          STATION RECOVERY (1991)
 LX3250
 LX3250'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3249 ***********************************************************************
 LX3249  DESIGNATION -  2294
 LX3249  PID         -  LX3249
 LX3249  STATE/COUNTY-  CT/NEW LONDON
 LX3249  USGS QUAD   -  MOODUS (1984)
 LX3249
 LX3249                         *CURRENT SURVEY CONTROL
 LX3249  ___________________________________________________________________
 LX3249* NAD 83(1986)-  41 35 00.     (N)    072 22 30.     (W)     SCALED    
 LX3249* NAVD 88     -        79.058  (meters)     259.38   (feet)  ADJUSTED  
 LX3249  ___________________________________________________________________
 LX3249  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX3249  DYNAMIC HT  -          79.031 (meters)     259.29  (feet)  COMP
 LX3249  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LX3249
 LX3249  VERT ORDER  -  FIRST     CLASS II
 LX3249
 LX3249.The horizontal coordinates were scaled from a topographic map and have
 LX3249.an estimated accuracy of +/- 6 seconds.
 LX3249
 LX3249.The orthometric height was determined by differential leveling
 LX3249.and adjusted by the National Geodetic Survey in June 1991..
 LX3249
 LX3249.The geoid height was determined by GEOID03.
 LX3249
 LX3249.The dynamic height is computed by dividing the NAVD 88
 LX3249.geopotential number by the normal gravity value computed on the
 LX3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3249.degrees latitude (g = 980.6199 gals.).
 LX3249
 LX3249.The modeled gravity was interpolated from observed gravity values.
 LX3249
 LX3249;                    North         East    Units  Estimated Accuracy
 LX3249;SPC CT       -   235,760.      336,070.      MT  (+/- 180 meters Scaled)
 LX3249
 LX3249                          SUPERSEDED SURVEY CONTROL
 LX3249
 LX3249.No superseded survey control is available for this station.
 LX3249
 LX3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM188068(NAD 83)
 LX3249_MARKER: DD = SURVEY DISK
 LX3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3249_SP_SET: CONCRETE POST
 LX3249_STAMPING: 2294
 LX3249_MARK LOGO: CTDT  
 LX3249_PROJECTION: RECESSED 6 CENTIMETERS
 LX3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3249+STABILITY: SURFACE MOTION
 LX3249
 LX3249  HISTORY     - Date     Condition        Report By
 LX3249  HISTORY     - UNK      MONUMENTED       CTDT
 LX3249  HISTORY     - 1986     GOOD             NGS
 LX3249  HISTORY     - 19910103 GOOD             USPSQD
 LX3249
 LX3249                          STATION DESCRIPTION
 LX3249
 LX3249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3249'3.9 KM (2.45 MI) WEST FROM COLCHESTER.
 LX3249'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3249'COLCHESTER, THENCE 1.05 KM (0.65 MI) NORTHWEST ALONG STATE HIGHWAY 2
 LX3249'TO THE MARK ON THE RIGHT, 7.13 METERS (23.4 FT) NORTH OF THE
 LX3249'CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 59.56 METERS (195.4
 LX3249'FT) EAST OF THE SOUTH LEG OF A SIGN READING (1 MILE TO STATE
 LX3249'HIGHWAY 149 EXIT 16).
 LX3249'THE MARK IS 0.34 METERS  N FROM  A WITNESS POST
 LX3249'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3249
 LX3249                          STATION RECOVERY (1991)
 LX3249
 LX3249'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2204 ***********************************************************************
 LX2204  DESIGNATION -  230
 LX2204  PID         -  LX2204
 LX2204  STATE/COUNTY-  CT/MIDDLESEX
 LX2204  USGS QUAD   -  MIDDLETOWN (1992)
 LX2204
 LX2204                         *CURRENT SURVEY CONTROL
 LX2204  ___________________________________________________________________
 LX2204* NAD 83(1986)-  41 36 26.     (N)    072 42 44.     (W)     SCALED    
 LX2204* NAVD 88     -        12.191  (meters)      40.00   (feet)  ADJUSTED  
 LX2204  ___________________________________________________________________
 LX2204  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX2204  DYNAMIC HT  -          12.187 (meters)      39.98  (feet)  COMP
 LX2204  MODELED GRAV-     980,307.6   (mgal)                       NAVD 88
 LX2204
 LX2204  VERT ORDER  -  FIRST     CLASS II
 LX2204
 LX2204.The horizontal coordinates were scaled from a topographic map and have
 LX2204.an estimated accuracy of +/- 6 seconds.
 LX2204
 LX2204.The orthometric height was determined by differential leveling
 LX2204.and adjusted by the National Geodetic Survey in June 1991..
 LX2204
 LX2204.The geoid height was determined by GEOID03.
 LX2204
 LX2204.The dynamic height is computed by dividing the NAVD 88
 LX2204.geopotential number by the normal gravity value computed on the
 LX2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2204.degrees latitude (g = 980.6199 gals.).
 LX2204
 LX2204.The modeled gravity was interpolated from observed gravity values.
 LX2204
 LX2204;                    North         East    Units  Estimated Accuracy
 LX2204;SPC CT       -   238,350.      307,950.      MT  (+/- 180 meters Scaled)
 LX2204
 LX2204                          SUPERSEDED SURVEY CONTROL
 LX2204
 LX2204.No superseded survey control is available for this station.
 LX2204
 LX2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM906086(NAD 83)
 LX2204_MARKER: DD = SURVEY DISK
 LX2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2204_SP_SET: CONCRETE POST
 LX2204_STAMPING: 230
 LX2204_MARK LOGO: CTGS  
 LX2204_PROJECTION: FLUSH
 LX2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2204+STABILITY: SURFACE MOTION
 LX2204
 LX2204  HISTORY     - Date     Condition        Report By
 LX2204  HISTORY     - UNK      MONUMENTED       CTGS
 LX2204  HISTORY     - 1984     GOOD             NGS
 LX2204
 LX2204                          STATION DESCRIPTION
 LX2204
 LX2204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2204'3.2 KM (2.0 MI) EAST FROM BERLIN.
 LX2204'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2204'HIGHWAY 5 IN BERLIN TO THE MARK ON THE LEFT, 8.08 METERS (26.5 FT)
 LX2204'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.47 METERS (44.2 FT)
 LX2204'SOUTHEAST OF UTILITY POLE 660, 6.40 METERS (21.0 FT) SOUTHEAST OF A
 LX2204'PRIVATE DRIVE TO A TWO STORY FRAME HOUSE.
 LX2204'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2201 ***********************************************************************
 LX2201  DESIGNATION -  232
 LX2201  PID         -  LX2201
 LX2201  STATE/COUNTY-  CT/HARTFORD
 LX2201  USGS QUAD   -  MIDDLETOWN (1992)
 LX2201
 LX2201                         *CURRENT SURVEY CONTROL
 LX2201  ___________________________________________________________________
 LX2201* NAD 83(1986)-  41 36 58.     (N)    072 43 45.     (W)     SCALED    
 LX2201* NAVD 88     -        20.279  (meters)      66.53   (feet)  ADJUSTED  
 LX2201  ___________________________________________________________________
 LX2201  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2201  DYNAMIC HT  -          20.273 (meters)      66.51  (feet)  COMP
 LX2201  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX2201
 LX2201  VERT ORDER  -  FIRST     CLASS II
 LX2201
 LX2201.The horizontal coordinates were scaled from a topographic map and have
 LX2201.an estimated accuracy of +/- 6 seconds.
 LX2201
 LX2201.The orthometric height was determined by differential leveling
 LX2201.and adjusted by the National Geodetic Survey in June 1991..
 LX2201
 LX2201.The geoid height was determined by GEOID03.
 LX2201
 LX2201.The dynamic height is computed by dividing the NAVD 88
 LX2201.geopotential number by the normal gravity value computed on the
 LX2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2201.degrees latitude (g = 980.6199 gals.).
 LX2201
 LX2201.The modeled gravity was interpolated from observed gravity values.
 LX2201
 LX2201;                    North         East    Units  Estimated Accuracy
 LX2201;SPC CT       -   239,340.      306,540.      MT  (+/- 180 meters Scaled)
 LX2201
 LX2201                          SUPERSEDED SURVEY CONTROL
 LX2201
 LX2201.No superseded survey control is available for this station.
 LX2201
 LX2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM891096(NAD 83)
 LX2201_MARKER: DD = SURVEY DISK
 LX2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2201_SP_SET: CONCRETE POST
 LX2201_STAMPING: 232
 LX2201_MARK LOGO: CTGS  
 LX2201_PROJECTION: PROJECTING 10 CENTIMETERS
 LX2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2201+STABILITY: SURFACE MOTION
 LX2201
 LX2201  HISTORY     - Date     Condition        Report By
 LX2201  HISTORY     - UNK      MONUMENTED       CTGS
 LX2201  HISTORY     - 1984     GOOD             NGS
 LX2201  HISTORY     - 1986     GOOD             NGS
 LX2201
 LX2201                          STATION DESCRIPTION
 LX2201
 LX2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2201'1.4 KM (0.85 MI) EAST FROM BERLIN.
 LX2201'1.4 KM (0.85 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2201'HIGHWAY 5 IN BERLIN TO THE JUNCTION OF MIDDLETOWN STREET AND THE MARK
 LX2201'ON THE RIGHT, 62.48 METERS (205.0 FT) SOUTHWEST OF THE CENTERLINE OF
 LX2201'THE HIGHWAY, 8.23 METERS (27.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX2201'STREET.
 LX2201'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LX2201'THE MARK IS ABOVE LEVEL WITH STREET.
 LX2201
 LX2201                          STATION RECOVERY (1986)
 LX2201
 LX2201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5811 ***********************************************************************
 LX5811  DESIGNATION -  232
 LX5811  PID         -  LX5811
 LX5811  STATE/COUNTY-  CT/NEW LONDON
 LX5811  USGS QUAD   -  OLD LYME (1976)
 LX5811
 LX5811                         *CURRENT SURVEY CONTROL
 LX5811  ___________________________________________________________________
 LX5811* NAD 83(1996)-  41 17 45.20576(N)    072 20 30.27568(W)     ADJUSTED  
 LX5811* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5811  ___________________________________________________________________
 LX5811  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX5811  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5811
 LX5811  HORZ ORDER  -  THIRD
 LX5811
 LX5811.The horizontal coordinates were established by classical geodetic methods
 LX5811.and adjusted by the National Geodetic Survey in August 1998..
 LX5811
 LX5811.The orthometric height was scaled from a topographic map.
 LX5811
 LX5811.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5811
 LX5811.The geoid height was determined by GEOID03.
 LX5811
 LX5811;                    North         East     Units Scale Factor Converg.
 LX5811;SPC CT       -   203,851.422   338,994.887   MT  0.99999171   +0 16 14.5
 LX5811;SPC CT       -   668,802.54  1,112,185.73   sFT  0.99999171   +0 16 14.5
 LX5811;SPC NY L     -   126,715.149   438,887.135   MT  1.00002512   +1 05 04.7
 LX5811;SPC NY L     -   415,731.28  1,439,915.54   sFT  1.00002512   +1 05 04.7
 LX5811;UTM  18      - 4,575,013.267   722,571.126   MT  1.00020970   +1 45 18.1
 LX5811
 LX5811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5811!SPC CT       -   1.00000436  x   0.99999171  =   0.99999607
 LX5811!SPC NY L     -   1.00000436  x   1.00002512  =   1.00002948
 LX5811!UTM  18      -   1.00000436  x   1.00020970  =   1.00021406
 LX5811
 LX5811                          SUPERSEDED SURVEY CONTROL
 LX5811
 LX5811  NAD 83(1992)-  41 17 45.20478(N)    072 20 30.27536(W) AD(       ) 3
 LX5811  NAD 83(1986)-  41 17 45.20658(N)    072 20 30.27873(W) AD(       ) 3
 LX5811  NAD 27      -  41 17 44.85600(N)    072 20 31.98200(W) AD(       ) 3
 LX5811
 LX5811.Superseded values are not recommended for survey control.
 LX5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5811.See file dsdata.txt to determine how the superseded data were derived.
 LX5811
 LX5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2257175013(NAD 83)
 LX5811
 LX5811  HISTORY     - Date     Condition        Report By
 LX5811  HISTORY     - 1934     MONUMENTED       CGS
 LX5811  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5811
 LX5811                          STATION DESCRIPTION
 LX5811
 LX5811'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5811'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS, UNITED
 LX5811'STATES ARMY, IN 1909.  IT IS LOCATED NEAR THE NORTHWESTERLY
 LX5811'POINT OF GREAT ISLAND, A MARSHY TRACK LYING BETWEEN THE BACK AND
 LX5811'CONNECTICUT RIVERS.  IT IS ON THE LEDGE AT THE WESTERN EDGE OF
 LX5811'THE ONLY PART OF THE ISLAND THAT PROJECTS ABOVE THE MARSH.
 LX5811'
 LX5811'STATION IS MARKED BY A BRASS PLUG SET FLUSH WITH THE SUFACE OF
 LX5811'THE ROCK AND MARKED U.S. 232.
 LX5811'
 LX5811'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX5811
 LX5811                          STATION RECOVERY (1968)
 LX5811
 LX5811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5811'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.  MARK IS NOW UNREADABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3103 ***********************************************************************
 LX3103  DESIGNATION -  2326 X
 LX3103  PID         -  LX3103
 LX3103  STATE/COUNTY-  CT/TOLLAND
 LX3103  USGS QUAD   -  MARLBOROUGH (1984)
 LX3103
 LX3103                         *CURRENT SURVEY CONTROL
 LX3103  ___________________________________________________________________
 LX3103* NAD 83(1986)-  41 39 10.     (N)    072 23 15.     (W)     SCALED    
 LX3103* NAVD 88     -       145.599  (meters)     477.69   (feet)  ADJUSTED  
 LX3103  ___________________________________________________________________
 LX3103  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3103  DYNAMIC HT  -         145.549 (meters)     477.52  (feet)  COMP
 LX3103  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LX3103
 LX3103  VERT ORDER  -  FIRST     CLASS II
 LX3103
 LX3103.The horizontal coordinates were scaled from a topographic map and have
 LX3103.an estimated accuracy of +/- 6 seconds.
 LX3103
 LX3103.The orthometric height was determined by differential leveling
 LX3103.and adjusted by the National Geodetic Survey in June 1991..
 LX3103
 LX3103.The geoid height was determined by GEOID03.
 LX3103
 LX3103.The dynamic height is computed by dividing the NAVD 88
 LX3103.geopotential number by the normal gravity value computed on the
 LX3103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3103.degrees latitude (g = 980.6199 gals.).
 LX3103
 LX3103.The modeled gravity was interpolated from observed gravity values.
 LX3103
 LX3103;                    North         East    Units  Estimated Accuracy
 LX3103;SPC CT       -   243,470.      335,000.      MT  (+/- 180 meters Scaled)
 LX3103
 LX3103                          SUPERSEDED SURVEY CONTROL
 LX3103
 LX3103.No superseded survey control is available for this station.
 LX3103
 LX3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM175145(NAD 83)
 LX3103_MARKER: DD = SURVEY DISK
 LX3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3103_SP_SET: CONCRETE POST
 LX3103_STAMPING: 2326X
 LX3103_MARK LOGO: CTGS  
 LX3103_PROJECTION: FLUSH
 LX3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3103+STABILITY: SURFACE MOTION
 LX3103
 LX3103  HISTORY     - Date     Condition        Report By
 LX3103  HISTORY     - 1955     MONUMENTED       CTGS
 LX3103  HISTORY     - 1986     POOR             NGS
 LX3103  HISTORY     - 19950614 GOOD             USPSQD
 LX3103
 LX3103                          STATION DESCRIPTION
 LX3103
 LX3103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3103'2.7 KM (1.7 MI) WEST FROM HEBRON.
 LX3103'2.7 KM (1.7 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3103'HEBRON TO THE MARK ON THE RIGHT AT THE INTERSECTION OF BURROWS HILL
 LX3103'ROAD, 5.4 METERS (17.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3103'13.8 METERS (45.6 FT) NORTHWEST OF POWER POLE NO. 1186, 7.7 METERS
 LX3103'(25.3 FT) SOUTHWEST OF POWER POLE NO. 1186 S, 1.6 METERS (5.3 FT)
 LX3103'SOUTHWEST OF THE EXTENDED CENTER OF BURROWS HILL ROAD, 0.24 METER (0.8
 LX3103'FT) NORTHWEST OF THE NORTHWEST EDGE OF THE HIGHWAY.
 LX3103'THE MARK IS 0.36 METERS  SE FROM  A WITNESS POST
 LX3103'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3103
 LX3103                          STATION RECOVERY (1995)
 LX3103
 LX3103'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3102 ***********************************************************************
 LX3102  DESIGNATION -  2327
 LX3102  PID         -  LX3102
 LX3102  STATE/COUNTY-  CT/TOLLAND
 LX3102  USGS QUAD   -  MARLBOROUGH (1984)
 LX3102
 LX3102                         *CURRENT SURVEY CONTROL
 LX3102  ___________________________________________________________________
 LX3102* NAD 83(1986)-  41 39 06.     (N)    072 23 20.     (W)     SCALED    
 LX3102* NAVD 88     -       154.041  (meters)     505.38   (feet)  ADJUSTED  
 LX3102  ___________________________________________________________________
 LX3102  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3102  DYNAMIC HT  -         153.987 (meters)     505.21  (feet)  COMP
 LX3102  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX3102
 LX3102  VERT ORDER  -  FIRST     CLASS II
 LX3102
 LX3102.The horizontal coordinates were scaled from a topographic map and have
 LX3102.an estimated accuracy of +/- 6 seconds.
 LX3102
 LX3102.The orthometric height was determined by differential leveling
 LX3102.and adjusted by the National Geodetic Survey in June 1991..
 LX3102
 LX3102.The geoid height was determined by GEOID03.
 LX3102
 LX3102.The dynamic height is computed by dividing the NAVD 88
 LX3102.geopotential number by the normal gravity value computed on the
 LX3102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3102.degrees latitude (g = 980.6199 gals.).
 LX3102
 LX3102.The modeled gravity was interpolated from observed gravity values.
 LX3102
 LX3102;                    North         East    Units  Estimated Accuracy
 LX3102;SPC CT       -   243,350.      334,880.      MT  (+/- 180 meters Scaled)
 LX3102
 LX3102                          SUPERSEDED SURVEY CONTROL
 LX3102
 LX3102.No superseded survey control is available for this station.
 LX3102
 LX3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM174143(NAD 83)
 LX3102_MARKER: DD = SURVEY DISK
 LX3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3102_SP_SET: CONCRETE POST
 LX3102_STAMPING: 2327
 LX3102_MARK LOGO: CTGS  
 LX3102_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3102+STABILITY: SURFACE MOTION
 LX3102
 LX3102  HISTORY     - Date     Condition        Report By
 LX3102  HISTORY     - 1939     MONUMENTED       CTGS
 LX3102  HISTORY     - 1986     GOOD             NGS
 LX3102  HISTORY     - 19950614 GOOD             USPSQD
 LX3102
 LX3102                          STATION DESCRIPTION
 LX3102
 LX3102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3102'2.9 KM (1.8 MI) WEST FROM HEBRON.
 LX3102'2.9 KM (1.8 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3102'HEBRON TO THE MARK ON THE LEFT, 6.1 METERS (20.3 FT) SOUTHEAST OF THE
 LX3102'CENTERLINE OF THE HIGHWAY, 24.3 METERS (80.0 FT) NORTHEAST OF POWER
 LX3102'POLE NO. 1772, 19.2 METERS (63.0 FT) SOUTHWEST OF POWER POLE
 LX3102'NO. 1191, 17.6 METERS (58.0 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY.
 LX3102'THE MARK IS 0.39 METERS  NE FROM  A WITNESS POST
 LX3102'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3102
 LX3102                          STATION RECOVERY (1995)
 LX3102
 LX3102'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2817 ***********************************************************************
 LX2817  DESIGNATION -  2337
 LX2817  PID         -  LX2817
 LX2817  STATE/COUNTY-  CT/MIDDLESEX
 LX2817  USGS QUAD   -  DURHAM (1984)
 LX2817
 LX2817                         *CURRENT SURVEY CONTROL
 LX2817  ___________________________________________________________________
 LX2817* NAD 83(1986)-  41 28 40.     (N)    072 40 52.     (W)     SCALED    
 LX2817* NAVD 88     -        72.566  (meters)     238.08   (feet)  ADJUSTED  
 LX2817  ___________________________________________________________________
 LX2817  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2817  DYNAMIC HT  -          72.542 (meters)     238.00  (feet)  COMP
 LX2817  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LX2817
 LX2817  VERT ORDER  -  FIRST     CLASS II
 LX2817
 LX2817.The horizontal coordinates were scaled from a topographic map and have
 LX2817.an estimated accuracy of +/- 6 seconds.
 LX2817
 LX2817.The orthometric height was determined by differential leveling
 LX2817.and adjusted by the National Geodetic Survey in June 1991..
 LX2817
 LX2817.The geoid height was determined by GEOID03.
 LX2817
 LX2817.The dynamic height is computed by dividing the NAVD 88
 LX2817.geopotential number by the normal gravity value computed on the
 LX2817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2817.degrees latitude (g = 980.6199 gals.).
 LX2817
 LX2817.The modeled gravity was interpolated from observed gravity values.
 LX2817
 LX2817;                    North         East    Units  Estimated Accuracy
 LX2817;SPC CT       -   223,970.      310,550.      MT  (+/- 180 meters Scaled)
 LX2817
 LX2817                          SUPERSEDED SURVEY CONTROL
 LX2817
 LX2817.No superseded survey control is available for this station.
 LX2817
 LX2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL936943(NAD 83)
 LX2817_MARKER: DD = SURVEY DISK
 LX2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2817_SP_SET: CONCRETE POST
 LX2817_STAMPING: 2337
 LX2817_MARK LOGO: CTGS  
 LX2817_PROJECTION: RECESSED 2 CENTIMETERS
 LX2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2817+STABILITY: SURFACE MOTION
 LX2817
 LX2817  HISTORY     - Date     Condition        Report By
 LX2817  HISTORY     - 1940     MONUMENTED       CTGS
 LX2817  HISTORY     - 1985     GOOD             NGS
 LX2817  HISTORY     - 19970531 GOOD             USPSQD
 LX2817
 LX2817                          STATION DESCRIPTION
 LX2817
 LX2817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2817'IN DURHAM.
 LX2817'IN DURHAM, IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAYS 17
 LX2817'AND 68, 11.43 METERS (37.5 FT) WEST OF THE CENTERLINE OF HIGHWAY 17,
 LX2817'15.24 METERS (50.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 68,
 LX2817'5.67 METERS (18.6 FT) NORTHEAST OF UTILITY POLE 509, 2.29 METERS (7.5
 LX2817'FT) EAST OF A 61-CM (24-INCH) MAPLE TREE.
 LX2817'THE MARK IS 0.2 M ABOVE HIGHWAYS.
 LX2817
 LX2817                          STATION RECOVERY (1997)
 LX2817
 LX2817'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2816 ***********************************************************************
 LX2816  DESIGNATION -  2339
 LX2816  PID         -  LX2816
 LX2816  STATE/COUNTY-  CT/MIDDLESEX
 LX2816  USGS QUAD   -  DURHAM (1984)
 LX2816
 LX2816                         *CURRENT SURVEY CONTROL
 LX2816  ___________________________________________________________________
 LX2816* NAD 83(1986)-  41 29 38.     (N)    072 40 46.     (W)     SCALED    
 LX2816* NAVD 88     -       100.919  (meters)     331.10   (feet)  ADJUSTED  
 LX2816  ___________________________________________________________________
 LX2816  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2816  DYNAMIC HT  -         100.886 (meters)     330.99  (feet)  COMP
 LX2816  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 LX2816
 LX2816  VERT ORDER  -  FIRST     CLASS II
 LX2816
 LX2816.The horizontal coordinates were scaled from a topographic map and have
 LX2816.an estimated accuracy of +/- 6 seconds.
 LX2816
 LX2816.The orthometric height was determined by differential leveling
 LX2816.and adjusted by the National Geodetic Survey in June 1991..
 LX2816
 LX2816.The geoid height was determined by GEOID03.
 LX2816
 LX2816.The dynamic height is computed by dividing the NAVD 88
 LX2816.geopotential number by the normal gravity value computed on the
 LX2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2816.degrees latitude (g = 980.6199 gals.).
 LX2816
 LX2816.The modeled gravity was interpolated from observed gravity values.
 LX2816
 LX2816;                    North         East    Units  Estimated Accuracy
 LX2816;SPC CT       -   225,760.      310,690.      MT  (+/- 180 meters Scaled)
 LX2816
 LX2816                          SUPERSEDED SURVEY CONTROL
 LX2816
 LX2816.No superseded survey control is available for this station.
 LX2816
 LX2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL937961(NAD 83)
 LX2816_MARKER: DD = SURVEY DISK
 LX2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2816_SP_SET: CONCRETE POST
 LX2816_STAMPING: 2339
 LX2816_MARK LOGO: CTGS  
 LX2816_PROJECTION: FLUSH
 LX2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2816+STABILITY: SURFACE MOTION
 LX2816
 LX2816  HISTORY     - Date     Condition        Report By
 LX2816  HISTORY     - 1940     MONUMENTED       CTGS
 LX2816  HISTORY     - 1985     GOOD             NGS
 LX2816
 LX2816                          STATION DESCRIPTION
 LX2816
 LX2816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2816'1.8 KM (1.1 MI) NORTH FROM DURHAM.
 LX2816'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2816'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE LEFT, 6.10 METERS (20.0
 LX2816'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.40 METERS (21.0 FT)
 LX2816'NORTHEAST OF UTILITY POLE 1103.
 LX2816'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LX2816'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2196 ***********************************************************************
 LX2196  DESIGNATION -  234
 LX2196  PID         -  LX2196
 LX2196  STATE/COUNTY-  CT/HARTFORD
 LX2196  USGS QUAD   -  NEW BRITAIN (1992)
 LX2196
 LX2196                         *CURRENT SURVEY CONTROL
 LX2196  ___________________________________________________________________
 LX2196* NAD 83(1986)-  41 38 07.     (N)    072 46 07.     (W)     SCALED    
 LX2196* NAVD 88     -        25.208  (meters)      82.70   (feet)  ADJUSTED  
 LX2196  ___________________________________________________________________
 LX2196  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2196  DYNAMIC HT  -          25.200 (meters)      82.68  (feet)  COMP
 LX2196  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 LX2196
 LX2196  VERT ORDER  -  FIRST     CLASS II
 LX2196
 LX2196.The horizontal coordinates were scaled from a topographic map and have
 LX2196.an estimated accuracy of +/- 6 seconds.
 LX2196
 LX2196.The orthometric height was determined by differential leveling
 LX2196.and adjusted by the National Geodetic Survey in June 1991..
 LX2196
 LX2196.The geoid height was determined by GEOID03.
 LX2196
 LX2196.The dynamic height is computed by dividing the NAVD 88
 LX2196.geopotential number by the normal gravity value computed on the
 LX2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2196.degrees latitude (g = 980.6199 gals.).
 LX2196
 LX2196.The modeled gravity was interpolated from observed gravity values.
 LX2196
 LX2196;                    North         East    Units  Estimated Accuracy
 LX2196;SPC CT       -   241,460.      303,250.      MT  (+/- 180 meters Scaled)
 LX2196
 LX2196                          SUPERSEDED SURVEY CONTROL
 LX2196
 LX2196.No superseded survey control is available for this station.
 LX2196
 LX2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM858116(NAD 83)
 LX2196_MARKER: DD = SURVEY DISK
 LX2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2196_SP_SET: CONCRETE POST
 LX2196_STAMPING: 234
 LX2196_MARK LOGO: CTGS  
 LX2196_PROJECTION: FLUSH
 LX2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2196+STABILITY: SURFACE MOTION
 LX2196
 LX2196  HISTORY     - Date     Condition        Report By
 LX2196  HISTORY     - UNK      MONUMENTED       CTGS
 LX2196  HISTORY     - 1984     GOOD             NGS
 LX2196
 LX2196                          STATION DESCRIPTION
 LX2196
 LX2196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2196'IN KENSINGTON.
 LX2196'IN KENSINGTON, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF FARMINGTON
 LX2196'AVENUE AND NEW BRITAIN ROAD, IN THE LAWN OF HOUSE NUMBER 488,
 LX2196'3.44 METERS (11.3 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE AVENUE,
 LX2196'2.01 METERS (6.6 FT) WEST-SOUTHWEST OF UTILITY POLE 2333.
 LX2196'THE MARK IS 1.0 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2638 ***********************************************************************
 LX2638  DESIGNATION -  2342 X
 LX2638  PID         -  LX2638
 LX2638  STATE/COUNTY-  CT/MIDDLESEX
 LX2638  USGS QUAD   -  DEEP RIVER (1971)
 LX2638
 LX2638                         *CURRENT SURVEY CONTROL
 LX2638  ___________________________________________________________________
 LX2638* NAD 83(1986)-  41 23 55.     (N)    072 28 36.     (W)     SCALED    
 LX2638* NAVD 88     -        42.754  (meters)     140.27   (feet)  ADJUSTED  
 LX2638  ___________________________________________________________________
 LX2638  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX2638  DYNAMIC HT  -          42.739 (meters)     140.22  (feet)  COMP
 LX2638  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LX2638
 LX2638  VERT ORDER  -  FIRST     CLASS II
 LX2638
 LX2638.The horizontal coordinates were scaled from a topographic map and have
 LX2638.an estimated accuracy of +/- 6 seconds.
 LX2638
 LX2638.The orthometric height was determined by differential leveling
 LX2638.and adjusted by the National Geodetic Survey in June 1991..
 LX2638
 LX2638.The geoid height was determined by GEOID03.
 LX2638
 LX2638.The dynamic height is computed by dividing the NAVD 88
 LX2638.geopotential number by the normal gravity value computed on the
 LX2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2638.degrees latitude (g = 980.6199 gals.).
 LX2638
 LX2638.The modeled gravity was interpolated from observed gravity values.
 LX2638
 LX2638;                    North         East    Units  Estimated Accuracy
 LX2638;SPC CT       -   215,220.      327,660.      MT  (+/- 180 meters Scaled)
 LX2638
 LX2638                          SUPERSEDED SURVEY CONTROL
 LX2638
 LX2638.No superseded survey control is available for this station.
 LX2638
 LX2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL109860(NAD 83)
 LX2638_MARKER: DD = SURVEY DISK
 LX2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2638_SP_SET: CONCRETE POST
 LX2638_STAMPING: 2342 X
 LX2638_MARK LOGO: CTGS  
 LX2638_PROJECTION: RECESSED 6 CENTIMETERS
 LX2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2638+STABILITY: SURFACE MOTION
 LX2638
 LX2638  HISTORY     - Date     Condition        Report By
 LX2638  HISTORY     - UNK      MONUMENTED       CTGS
 LX2638  HISTORY     - 1985     GOOD             NGS
 LX2638  HISTORY     - 1989     GOOD             USPSQD
 LX2638
 LX2638                          STATION DESCRIPTION
 LX2638
 LX2638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2638'2.4 KM (1.5 MI) WEST FROM CHESTER.
 LX2638'2.4 KM (1.5 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2638'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, AT A RED BARN,
 LX2638'4.5 METERS (14.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2638'19.2 METERS (62.9 FT) WEST OF POWER POLE 256, 14.9 METERS (49.0 FT)
 LX2638'EAST OF POWER POLE 257, 2.9 METERS (9.4 FT) NORTH OF THE NORTH SIDE OF
 LX2638'THE BARN.
 LX2638'THE MARK IS 0.6 M BELOW HIGHWAY.
 LX2638
 LX2638                          STATION RECOVERY (1989)
 LX2638
 LX2638'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2639 ***********************************************************************
 LX2639  DESIGNATION -  2343
 LX2639  PID         -  LX2639
 LX2639  STATE/COUNTY-  CT/MIDDLESEX
 LX2639  USGS QUAD   -  DEEP RIVER (1971)
 LX2639
 LX2639                         *CURRENT SURVEY CONTROL
 LX2639  ___________________________________________________________________
 LX2639* NAD 83(1986)-  41 23 54.     (N)    072 28 54.     (W)     SCALED    
 LX2639* NAVD 88     -        48.170  (meters)     158.04   (feet)  ADJUSTED  
 LX2639  ___________________________________________________________________
 LX2639  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX2639  DYNAMIC HT  -          48.153 (meters)     157.98  (feet)  COMP
 LX2639  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LX2639
 LX2639  VERT ORDER  -  FIRST     CLASS II
 LX2639
 LX2639.The horizontal coordinates were scaled from a topographic map and have
 LX2639.an estimated accuracy of +/- 6 seconds.
 LX2639
 LX2639.The orthometric height was determined by differential leveling
 LX2639.and adjusted by the National Geodetic Survey in June 1991..
 LX2639
 LX2639.The geoid height was determined by GEOID03.
 LX2639
 LX2639.The dynamic height is computed by dividing the NAVD 88
 LX2639.geopotential number by the normal gravity value computed on the
 LX2639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2639.degrees latitude (g = 980.6199 gals.).
 LX2639
 LX2639.The modeled gravity was interpolated from observed gravity values.
 LX2639
 LX2639;                    North         East    Units  Estimated Accuracy
 LX2639;SPC CT       -   215,180.      327,240.      MT  (+/- 180 meters Scaled)
 LX2639
 LX2639                          SUPERSEDED SURVEY CONTROL
 LX2639
 LX2639.No superseded survey control is available for this station.
 LX2639
 LX2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL105860(NAD 83)
 LX2639_MARKER: DD = SURVEY DISK
 LX2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2639_SP_SET: CONCRETE POST
 LX2639_STAMPING: 2343
 LX2639_MARK LOGO: CTGS  
 LX2639_PROJECTION: RECESSED 45 CENTIMETERS
 LX2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2639+STABILITY: SURFACE MOTION
 LX2639
 LX2639  HISTORY     - Date     Condition        Report By
 LX2639  HISTORY     - UNK      MONUMENTED       CTGS
 LX2639  HISTORY     - 1985     GOOD             NGS
 LX2639  HISTORY     - 19891216 GOOD             USPSQD
 LX2639
 LX2639                          STATION DESCRIPTION
 LX2639
 LX2639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2639'2.7 KM (1.7 MI) WEST FROM CHESTER.
 LX2639'2.7 KM (1.7 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2639'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, 4.7 METERS (15.5
 LX2639'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26.4 METERS (86.7 FT) EAST
 LX2639'OF POWER POLE 266, 14.4 METERS (47.4 FT) WEST OF POWER POLE 265.
 LX2639'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
 LX2639'THE MARK IS 0.45 M BELOW HIGHWAY.
 LX2639
 LX2639                          STATION RECOVERY (1989)
 LX2639
 LX2639'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2653 ***********************************************************************
 LX2653  DESIGNATION -  2357
 LX2653  PID         -  LX2653
 LX2653  STATE/COUNTY-  CT/MIDDLESEX
 LX2653  USGS QUAD   -  CLINTON (1984)
 LX2653
 LX2653                         *CURRENT SURVEY CONTROL
 LX2653  ___________________________________________________________________
 LX2653* NAD 83(1986)-  41 21 30.     (N)    072 34 14.     (W)     SCALED    
 LX2653* NAVD 88     -       130.133  (meters)     426.94   (feet)  ADJUSTED  
 LX2653  ___________________________________________________________________
 LX2653  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2653  DYNAMIC HT  -         130.089 (meters)     426.80  (feet)  COMP
 LX2653  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX2653
 LX2653  VERT ORDER  -  FIRST     CLASS II
 LX2653
 LX2653.The horizontal coordinates were scaled from a topographic map and have
 LX2653.an estimated accuracy of +/- 6 seconds.
 LX2653
 LX2653.The orthometric height was determined by differential leveling
 LX2653.and adjusted by the National Geodetic Survey in June 1991..
 LX2653
 LX2653.The geoid height was determined by GEOID03.
 LX2653
 LX2653.The dynamic height is computed by dividing the NAVD 88
 LX2653.geopotential number by the normal gravity value computed on the
 LX2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2653.degrees latitude (g = 980.6199 gals.).
 LX2653
 LX2653.The modeled gravity was interpolated from observed gravity values.
 LX2653
 LX2653;                    North         East    Units  Estimated Accuracy
 LX2653;SPC CT       -   210,720.      319,820.      MT  (+/- 180 meters Scaled)
 LX2653
 LX2653                          SUPERSEDED SURVEY CONTROL
 LX2653
 LX2653.No superseded survey control is available for this station.
 LX2653
 LX2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL032813(NAD 83)
 LX2653_MARKER: DD = SURVEY DISK
 LX2653_SETTING: 66 = SET IN ROCK OUTCROP
 LX2653_SP_SET: ROCK OUTCROP
 LX2653_STAMPING: 2357
 LX2653_MARK LOGO: CTGS  
 LX2653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2653+STABILITY: POSITION/ELEVATION WELL
 LX2653
 LX2653  HISTORY     - Date     Condition        Report By
 LX2653  HISTORY     - UNK      MONUMENTED       CTGS
 LX2653  HISTORY     - 1985     GOOD             NGS
 LX2653  HISTORY     - 19970204 GOOD             USPSQD
 LX2653
 LX2653                          STATION DESCRIPTION
 LX2653
 LX2653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2653'0.4 KM (0.25 MI) WEST FROM KILLINGWORTH.
 LX2653'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 LX2653'STATE HIGHWAY 81 IN KILLINGWORTH TO THE MARK ON THE LEFT, ON TOP OF A
 LX2653'CUT BANK, 9.4 METERS (31.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2653'6.2 METERS (20.4 FT) WEST OF A DRILL HOLE IN A ROCK.
 LX2653'THE MARK IS 1.6 METERS  E FROM  A WITNESS POST
 LX2653'THE MARK IS 3.0 M ABOVE HIGHWAY.
 LX2653
 LX2653                          STATION RECOVERY (1997)
 LX2653
 LX2653'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2430 ***********************************************************************
 LX2430  DESIGNATION -  2359
 LX2430  PID         -  LX2430
 LX2430  STATE/COUNTY-  CT/HARTFORD
 LX2430  USGS QUAD   -  MERIDEN (1992)
 LX2430
 LX2430                         *CURRENT SURVEY CONTROL
 LX2430  ___________________________________________________________________
 LX2430* NAD 83(1986)-  41 33 35.     (N)    072 51 40.     (W)     SCALED    
 LX2430* NAVD 88     -        82.809  (meters)     271.68   (feet)  ADJUSTED  
 LX2430  ___________________________________________________________________
 LX2430  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2430  DYNAMIC HT  -          82.782 (meters)     271.59  (feet)  COMP
 LX2430  MODELED GRAV-     980,296.4   (mgal)                       NAVD 88
 LX2430
 LX2430  VERT ORDER  -  FIRST     CLASS II
 LX2430
 LX2430.The horizontal coordinates were scaled from a topographic map and have
 LX2430.an estimated accuracy of +/- 6 seconds.
 LX2430
 LX2430.The orthometric height was determined by differential leveling
 LX2430.and adjusted by the National Geodetic Survey in June 1991..
 LX2430
 LX2430.The geoid height was determined by GEOID03.
 LX2430
 LX2430.The dynamic height is computed by dividing the NAVD 88
 LX2430.geopotential number by the normal gravity value computed on the
 LX2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2430.degrees latitude (g = 980.6199 gals.).
 LX2430
 LX2430.The modeled gravity was interpolated from observed gravity values.
 LX2430
 LX2430;                    North         East    Units  Estimated Accuracy
 LX2430;SPC CT       -   233,080.      295,530.      MT  (+/- 180 meters Scaled)
 LX2430
 LX2430                          SUPERSEDED SURVEY CONTROL
 LX2430
 LX2430.No superseded survey control is available for this station.
 LX2430
 LX2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM783031(NAD 83)
 LX2430_MARKER: DD = SURVEY DISK
 LX2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2430_SP_SET: CONCRETE POST
 LX2430_STAMPING: 2359
 LX2430_MARK LOGO: CTGS  
 LX2430_PROJECTION: RECESSED 5 CENTIMETERS
 LX2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2430+STABILITY: SURFACE MOTION
 LX2430
 LX2430  HISTORY     - Date     Condition        Report By
 LX2430  HISTORY     - 1939     MONUMENTED       CTGS
 LX2430  HISTORY     - 1985     GOOD             NGS
 LX2430
 LX2430                          STATION DESCRIPTION
 LX2430
 LX2430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2430'0.7 KM (0.45 MI) NW FROM PRATTS CORNER.
 LX2430'0.7 KM (0.45 MI) NORTHWEST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX2430'STATE HIGHWAY 120 IN PRATTS CORNER TO THE JUNCTION OF MC KENZIE DRIVE
 LX2430'AND THE MARK ON THE RIGHT, IN FRONT OF A ONE STORY FRAME HOUSE NUMBER
 LX2430'500, 6.58 METERS (21.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 LX2430'HIGHWAY, 19.81 METERS (65.0 FT) SOUTHEAST OF THE CENTER OF THE MC
 LX2430'KENZIE DRIVE, 20.79 METERS (68.2 FT) NORTHWEST OF UTILITY POLE 1067,
 LX2430'0.88 METERS (2.9 FT) NORTH-NORTHEAST OF A CONCRETE POST SUPPORTING
 LX2430'FOUR MAIL BOXES.
 LX2430'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1077 ***********************************************************************
 LW1077  DESIGNATION -  236 USGS
 LW1077  PID         -  LW1077
 LW1077  STATE/COUNTY-  CT/WINDHAM
 LW1077  USGS QUAD   -  DANIELSON (1970)
 LW1077
 LW1077                         *CURRENT SURVEY CONTROL
 LW1077  ___________________________________________________________________
 LW1077* NAD 83(1986)-  41 48 20.     (N)    071 52 58.     (W)     SCALED    
 LW1077* NAVD 88     -        71.691  (meters)     235.21   (feet)  ADJUSTED  
 LW1077  ___________________________________________________________________
 LW1077  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1077  DYNAMIC HT  -          71.666 (meters)     235.12  (feet)  COMP
 LW1077  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LW1077
 LW1077  VERT ORDER  -  FIRST     CLASS II
 LW1077
 LW1077.The horizontal coordinates were scaled from a topographic map and have
 LW1077.an estimated accuracy of +/- 6 seconds.
 LW1077
 LW1077.The orthometric height was determined by differential leveling
 LW1077.and adjusted by the National Geodetic Survey in June 1991..
 LW1077.WARNING-Repeat measurements at this control monument indicate possible
 LW1077.vertical movement.
 LW1077
 LW1077.The geoid height was determined by GEOID03.
 LW1077
 LW1077.The dynamic height is computed by dividing the NAVD 88
 LW1077.geopotential number by the normal gravity value computed on the
 LW1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1077.degrees latitude (g = 980.6199 gals.).
 LW1077
 LW1077.The modeled gravity was interpolated from observed gravity values.
 LW1077
 LW1077;                    North         East    Units  Estimated Accuracy
 LW1077;SPC CT       -   260,740.      376,870.      MT  (+/- 180 meters Scaled)
 LW1077
 LW1077                          SUPERSEDED SURVEY CONTROL
 LW1077
 LW1077.No superseded survey control is available for this station.
 LW1077
 LW1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG605322(NAD 83)
 LW1077_MARKER: DD = SURVEY DISK
 LW1077_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1077_STAMPING: 236
 LW1077_MARK LOGO: USGS  
 LW1077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1077+STABILITY: POSITION/ELEVATION WELL
 LW1077
 LW1077  HISTORY     - Date     Condition        Report By
 LW1077  HISTORY     - UNK      MONUMENTED       USGS
 LW1077  HISTORY     - 1935     GOOD             NGS
 LW1077  HISTORY     - 1936     GOOD             NGS
 LW1077  HISTORY     - 1984     GOOD             NGS
 LW1077  HISTORY     - 1988     GOOD             USPSQD
 LW1077  HISTORY     - 19900503 GOOD             USPSQD
 LW1077
 LW1077                          STATION DESCRIPTION
 LW1077
 LW1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LW1077'IN DANIELSON.
 LW1077'AT DANIELSON, WINDHAM COUNTY, ON MAIN STREET, AT THE TOWN HALL,
 LW1077'IN THE SOUTHWEST CORNERSTONE, 600 FEET NORTHEAST OF THE CENTER
 LW1077'OF THE CROSSING OF RAILROAD AND MAIN STREETS, 40 FEET SOUTHEAST
 LW1077'OF THE CENTERLINE OF MAIN STREET, AND 2.5 FEET HIGHER THAN THE
 LW1077'STREET.
 LW1077
 LW1077                          STATION RECOVERY (1936)
 LW1077
 LW1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1077'RECOVERED IN GOOD CONDITION.
 LW1077
 LW1077                          STATION RECOVERY (1984)
 LW1077
 LW1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1077'RECOVERED IN GOOD CONDITION.
 LW1077
 LW1077                          STATION RECOVERY (1988)
 LW1077
 LW1077'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1077'RECOVERED IN GOOD CONDITION.
 LW1077
 LW1077                          STATION RECOVERY (1990)
 LW1077
 LW1077'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2820 ***********************************************************************
 LX2820  DESIGNATION -  24
 LX2820  PID         -  LX2820
 LX2820  STATE/COUNTY-  CT/MIDDLESEX
 LX2820  USGS QUAD   -  DURHAM (1984)
 LX2820
 LX2820                         *CURRENT SURVEY CONTROL
 LX2820  ___________________________________________________________________
 LX2820* NAD 83(1986)-  41 28 11.     (N)    072 40 49.     (W)     SCALED    
 LX2820* NAVD 88     -        70.803  (meters)     232.29   (feet)  ADJUSTED  
 LX2820  ___________________________________________________________________
 LX2820  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2820  DYNAMIC HT  -          70.780 (meters)     232.22  (feet)  COMP
 LX2820  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LX2820
 LX2820  VERT ORDER  -  FIRST     CLASS II
 LX2820
 LX2820.The horizontal coordinates were scaled from a topographic map and have
 LX2820.an estimated accuracy of +/- 6 seconds.
 LX2820
 LX2820.The orthometric height was determined by differential leveling
 LX2820.and adjusted by the National Geodetic Survey in June 1991..
 LX2820
 LX2820.The geoid height was determined by GEOID03.
 LX2820
 LX2820.The dynamic height is computed by dividing the NAVD 88
 LX2820.geopotential number by the normal gravity value computed on the
 LX2820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2820.degrees latitude (g = 980.6199 gals.).
 LX2820
 LX2820.The modeled gravity was interpolated from observed gravity values.
 LX2820
 LX2820;                    North         East    Units  Estimated Accuracy
 LX2820;SPC CT       -   223,080.      310,630.      MT  (+/- 180 meters Scaled)
 LX2820
 LX2820                          SUPERSEDED SURVEY CONTROL
 LX2820
 LX2820.No superseded survey control is available for this station.
 LX2820
 LX2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL937935(NAD 83)
 LX2820_MARKER: DD = SURVEY DISK
 LX2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2820_SP_SET: CONCRETE POST
 LX2820_STAMPING: 24
 LX2820_MARK LOGO: CTGS  
 LX2820_PROJECTION: RECESSED 10 CENTIMETERS
 LX2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2820+STABILITY: SURFACE MOTION
 LX2820
 LX2820  HISTORY     - Date     Condition        Report By
 LX2820  HISTORY     - 1936     MONUMENTED       CTGS
 LX2820  HISTORY     - 1985     GOOD             NGS
 LX2820  HISTORY     - 19970531 GOOD             USPSQD
 LX2820
 LX2820                          STATION DESCRIPTION
 LX2820
 LX2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2820'0.9 KM (0.55 MI) SOUTH FROM DURHAM.
 LX2820'0.9 KM (0.55 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2820'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE RIGHT, 5.18 METERS (17.0
 LX2820'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 28.74 METERS (94.3 FT)
 LX2820'SOUTHEAST OF THE FLAG POLE NEXT TO A MEMORIAL MONUMENT, 27.25 METERS
 LX2820'(89.4 FT) SOUTH OF A CONCRETE POST WITH A PLAQUE COMMEMORATING THE
 LX2820'ROUTE OF GEORGE WASHINGTON, 13.56 METERS (44.5 FT) SOUTH OF UTILITY
 LX2820'POLE 799.
 LX2820'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2820
 LX2820                          STATION RECOVERY (1997)
 LX2820
 LX2820'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3699 ***********************************************************************
 LX3699  DESIGNATION -  24
 LX3699  PID         -  LX3699
 LX3699  STATE/COUNTY-  CT/FAIRFIELD
 LX3699  USGS QUAD   -  MILFORD (1984)
 LX3699
 LX3699                         *CURRENT SURVEY CONTROL
 LX3699  ___________________________________________________________________
 LX3699* NAD 83(1996)-  41 13 59.24692(N)    073 06 31.41740(W)     ADJUSTED  
 LX3699* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LX3699  ___________________________________________________________________
 LX3699  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LX3699  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3699
 LX3699  HORZ ORDER  -  THIRD
 LX3699
 LX3699.The horizontal coordinates were established by classical geodetic methods
 LX3699.and adjusted by the National Geodetic Survey in August 1998..
 LX3699
 LX3699.The orthometric height was scaled from a topographic map.
 LX3699
 LX3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3699
 LX3699.The geoid height was determined by GEOID03.
 LX3699
 LX3699;                    North         East     Units Scale Factor Converg.
 LX3699;SPC CT       -   196,862.343   274,725.817   MT  0.99999682   -0 14 16.3
 LX3699;SPC CT       -   645,872.54    901,329.62   sFT  0.99999682   -0 14 16.3
 LX3699;UTM  18      - 4,566,361.168   658,501.030   MT  0.99990919   +1 14 48.6
 LX3699
 LX3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3699!SPC CT       -   1.00000331  x   0.99999682  =   1.00000013
 LX3699!UTM  18      -   1.00000331  x   0.99990919  =   0.99991250
 LX3699
 LX3699:                Primary Azimuth Mark                     Grid Az
 LX3699:SPC CT       -  CLARKS HOUSE GABLE                       036 01 32.1
 LX3699:UTM  18      -  CLARKS HOUSE GABLE                       034 32 27.2
 LX3699
 LX3699|---------------------------------------------------------------------|
 LX3699| PID    Reference Object                     Distance      Geod. Az  |
 LX3699|                                                           dddmmss.s |
 LX3699| LX3688 CLARKS HOUSE GABLE                  APPROX. 1.3 KM 0354715.8 |
 LX3699| LX3714 STONY                               APPROX. 1.8 KM 0744141.1 |
 LX3699| CB4819 24 RM 1                                            29042     |
 LX3699|---------------------------------------------------------------------|
 LX3699
 LX3699                          SUPERSEDED SURVEY CONTROL
 LX3699
 LX3699  NAD 83(1992)-  41 13 59.24558(N)    073 06 31.41734(W) AD(       ) 3
 LX3699  NAD 83(1986)-  41 13 59.25041(N)    073 06 31.42160(W) AD(       ) 3
 LX3699  NAD 27      -  41 13 58.91100(N)    073 06 33.04700(W) AD(       ) 3
 LX3699
 LX3699.Superseded values are not recommended for survey control.
 LX3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3699.See file dsdata.txt to determine how the superseded data were derived.
 LX3699
 LX3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5850166361(NAD 83)
 LX3699
 LX3699  HISTORY     - Date     Condition        Report By
 LX3699  HISTORY     - 1934     MONUMENTED       CGS
 LX3699  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3699
 LX3699                          STATION DESCRIPTION
 LX3699
 LX3699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3699'ON THE W BANK OF THE HOUSATONIC RIVER ABOUT ONE-QUARTER MILE N
 LX3699'OF THE TRANSMISSION LINE AND OPPOSITE THE LOWER POINT OF FOWLERS
 LX3699'ISLAND.  THE STATION IS A SMALL BRASS PLUG SET IN A DRILL HOLE
 LX3699'ON A ROCK LEDGE JUST ABOVE HIGH WATER AND STAMPED U.S. 24.
 LX3699'
 LX3699'STATION WAS NOT ALTERED IN ANY WAY BUT REFERENCE WAS ESTABLISHED
 LX3699'AS FOLLOWS--REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL
 LX3699'HOLE IN A CONCRETE CULVERT THAT RUNS UNDER THE HIGHWAY AND 15.83
 LX3699'METERS W FROM THE STATION AND IS STAMPED U.S.E. 24, 1934.  SIGNAL
 LX3699'WAS 8 FEET.  USED AS A GROUND SET-UP.
 LX3699
 LX3699                          STATION RECOVERY (1961)
 LX3699
 LX3699'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3699'RECOVERED AS DESCRIBED IN GOOD CONDITION.  U.S. 24 IS VERY FAINT.
 LX3699'
 LX3699'RM NO 1 NOT RECOVERED 4/20/61.  ALONG THE RIVER ROAD, THERE ARE
 LX3699'THREE CULVERTS IN THIS AREA.  IT IS A HEAVILY TRAVELLED ROAD, AND
 LX3699'GOING N YOU HAVE TO PICK, AN OFF-ROAD PARKING SPOT JUST S OF THE
 LX3699'S POINT OF FOWLERS LD.  THE N MOST CULVERT HAS NO R.M.  42 YDS. S
 LX3699'OF THIS ONE IS ANOTHER, HEAVILY COVERED WITH DIRT AND LONG GRASS,
 LX3699'THIS CULVERT ALSO HAS NO R.M.  33 YDS. TO THE S OF THE LATTER,
 LX3699'AND HALF WAY DOWN THE STEEP BANK IS ANOTHER HEAVILY COVERED
 LX3699'CULVERT.  HERE, DIGGING UNDER THE DEBRIS, IS R.M. 1, IN
 LX3699'EXCELLENT CONDITION.  TODAY, I APPROACHED 24 FROM THE N, ON A
 LX3699'GRADUAL DESCENT, BUT IS IS RUGGED GOING AS ONE NEARS 24.
 LX3699'FROM 24 AND ITS RM 1, I CLIMBED STEEPLY TO RIVER ROAD.  THIS
 LX3699'IS A MOUNTAIN-GOAT JOB, BUT NOWHERE NEAR AS BAD AS
 LX3699'THE GENTLY SLOPING TERRAIN TO THE N, WHICH IS A BUNCH OF
 LX3699'BRAMBLES, FALLEN TREES, AND BIG LOGS NEAR THE H.W. LINE.
 LX3699'
 LX3699'RM 1 PLAINLY STAMPED--U.S.E. 24, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0643 ***********************************************************************
 LX0643  DESIGNATION -  24 CU
 LX0643  PID         -  LX0643
 LX0643  STATE/COUNTY-  CT/LITCHFIELD
 LX0643  USGS QUAD   -  WEST TORRINGTON (1984)
 LX0643
 LX0643                         *CURRENT SURVEY CONTROL
 LX0643  ___________________________________________________________________
 LX0643* NAD 83(1986)-  41 47 09.     (N)    073 08 19.     (W)     SCALED    
 LX0643* NAVD 88     -       248.057  (meters)     813.83   (feet)  ADJUSTED  
 LX0643  ___________________________________________________________________
 LX0643  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX0643  DYNAMIC HT  -         247.975 (meters)     813.56  (feet)  COMP
 LX0643  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX0643
 LX0643  VERT ORDER  -  FIRST     CLASS II
 LX0643
 LX0643.The horizontal coordinates were scaled from a topographic map and have
 LX0643.an estimated accuracy of +/- 6 seconds.
 LX0643
 LX0643.The orthometric height was determined by differential leveling
 LX0643.and adjusted by the National Geodetic Survey in June 1991..
 LX0643
 LX0643.The geoid height was determined by GEOID03.
 LX0643
 LX0643.The dynamic height is computed by dividing the NAVD 88
 LX0643.geopotential number by the normal gravity value computed on the
 LX0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0643.degrees latitude (g = 980.6199 gals.).
 LX0643
 LX0643.The modeled gravity was interpolated from observed gravity values.
 LX0643
 LX0643;                    North         East    Units  Estimated Accuracy
 LX0643;SPC CT       -   258,260.      272,500.      MT  (+/- 180 meters Scaled)
 LX0643
 LX0643                          SUPERSEDED SURVEY CONTROL
 LX0643
 LX0643  NGVD 29 (??/??/92)  248.307  (m)          814.65   (f) ADJ UNCH    1 2
 LX0643
 LX0643.Superseded values are not recommended for survey control.
 LX0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0643.See file dsdata.txt to determine how the superseded data were derived.
 LX0643
 LX0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM546276(NAD 83)
 LX0643_MARKER: DD = SURVEY DISK
 LX0643_SETTING: 80 = SET IN A BOULDER
 LX0643_SP_SET: BOULDER
 LX0643_STAMPING: 24
 LX0643_MARK LOGO: CU    
 LX0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0643+STABILITY: SURFACE MOTION
 LX0643
 LX0643  HISTORY     - Date     Condition        Report By
 LX0643  HISTORY     - UNK      MONUMENTED       CU
 LX0643  HISTORY     - 1925     GOOD             NGS
 LX0643  HISTORY     - 1936     GOOD             LOCSUR
 LX0643  HISTORY     - 1985     GOOD             NGS
 LX0643
 LX0643                          STATION DESCRIPTION
 LX0643
 LX0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 LX0643'4.2 MI NE FROM LITCHFIELD.
 LX0643'4 1/4 MILES NORTHEAST OF LITCHFIELD, LITCHFIELD COUNTY, ON THE
 LX0643'LITCHFIELD-TORRINGTON HIGHWAY, AT THE NORTH END OF A SHARP CURVE
 LX0643'IN THE HIGHWAY, EAST OF THE ROAD, NORTH OF A SMALL BRIDGE LEADING
 LX0643'TO A HOUSE ACROSS THE STREAM, IN THE TOP OF A LARGE LIGHT-GRAY
 LX0643'BOULDER.  A CAMP COLUMBIA STANDARD DISK, STAMPED 24.
 LX0643
 LX0643                          STATION RECOVERY (1936)
 LX0643
 LX0643'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1936
 LX0643'RECOVERED IN GOOD CONDITION.
 LX0643
 LX0643                          STATION RECOVERY (1985)
 LX0643
 LX0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0643'RECOVERED IN GOOD CONDITION, NEW DESCRIPTIONS FOLLOWS, 3.9 KM (2.4 MI)
 LX0643'SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF MAIN STREET IN
 LX0643'TORRINGTON TO THE MARK ON THE LEFT, 20.1 METERS (66.0 FT) SOUTHEAST OF
 LX0643'THE CENTER LINE OF THE HIGHWAY, 18.7 METERS (61.5 FT) EAST OF POWER
 LX0643'POLE NUMBER 3100, 14.7 METERS (48.4 FT) SOUTH OF THE SOUTH ONE OF A
 LX0643'ROW OF GUARD POST WITH CABLES.
 LX0643'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2862 ***********************************************************************
 LX2862  DESIGNATION -  2415
 LX2862  PID         -  LX2862
 LX2862  STATE/COUNTY-  CT/NEW HAVEN
 LX2862  USGS QUAD   -  BRANFORD (1984)
 LX2862
 LX2862                         *CURRENT SURVEY CONTROL
 LX2862  ___________________________________________________________________
 LX2862* NAD 83(1986)-  41 23 18.     (N)    072 52 07.     (W)     SCALED    
 LX2862* NAVD 88     -         5.914  (meters)      19.40   (feet)  ADJUSTED  
 LX2862  ___________________________________________________________________
 LX2862  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX2862  DYNAMIC HT  -           5.912 (meters)      19.40  (feet)  COMP
 LX2862  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 LX2862
 LX2862  VERT ORDER  -  FIRST     CLASS II
 LX2862
 LX2862.The horizontal coordinates were scaled from a topographic map and have
 LX2862.an estimated accuracy of +/- 6 seconds.
 LX2862
 LX2862.The orthometric height was determined by differential leveling
 LX2862.and adjusted by the National Geodetic Survey in June 1991..
 LX2862
 LX2862.The geoid height was determined by GEOID03.
 LX2862
 LX2862.The dynamic height is computed by dividing the NAVD 88
 LX2862.geopotential number by the normal gravity value computed on the
 LX2862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2862.degrees latitude (g = 980.6199 gals.).
 LX2862
 LX2862.The modeled gravity was interpolated from observed gravity values.
 LX2862
 LX2862;                    North         East    Units  Estimated Accuracy
 LX2862;SPC CT       -   214,040.      294,880.      MT  (+/- 180 meters Scaled)
 LX2862
 LX2862                          SUPERSEDED SURVEY CONTROL
 LX2862
 LX2862.No superseded survey control is available for this station.
 LX2862
 LX2862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL782840(NAD 83)
 LX2862_MARKER: DD = SURVEY DISK
 LX2862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2862_SP_SET: CONCRETE POST
 LX2862_STAMPING: 2415
 LX2862_MARK LOGO: CTGS  
 LX2862_PROJECTION: FLUSH
 LX2862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2862+STABILITY: SURFACE MOTION
 LX2862
 LX2862  HISTORY     - Date     Condition        Report By
 LX2862  HISTORY     - 1964     MONUMENTED       CTGS
 LX2862  HISTORY     - 1985     GOOD             NGS
 LX2862
 LX2862                          STATION DESCRIPTION
 LX2862
 LX2862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2862'IN NORTH HAVEN.
 LX2862'IN NORTH HAVEN, ALONG OLD BROADWAY JUST WEST OF THE AMTRACK RAILROAD
 LX2862'STATION, 7.62 METERS (25.0 FT) SOUTH OF THE CENTER LINE OF BROADWAY,
 LX2862'18.56 METERS (60.9 FT) SOUTHWEST OF AND ACROSS BROADWAY FROM THE
 LX2862'SOUTHEAST CORNER OF A BRICK TAVERN, 0.85 METER (2.8 FT) NORTHEAST OF
 LX2862'UTILITY POLE NUMBER 1491S.
 LX2862'THE MARK IS ABOVE LEVEL WITH BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2777 ***********************************************************************
 LX2777  DESIGNATION -  243 X
 LX2777  PID         -  LX2777
 LX2777  STATE/COUNTY-  CT/HARTFORD
 LX2777  USGS QUAD   -  NEW BRITAIN (1992)
 LX2777
 LX2777                         *CURRENT SURVEY CONTROL
 LX2777  ___________________________________________________________________
 LX2777* NAD 83(1986)-  41 43 28.     (N)    072 45 34.     (W)     SCALED    
 LX2777* NAVD 88     -        51.650  (meters)     169.46   (feet)  ADJUSTED  
 LX2777  ___________________________________________________________________
 LX2777  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2777  DYNAMIC HT  -          51.634 (meters)     169.40  (feet)  COMP
 LX2777  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 LX2777
 LX2777  VERT ORDER  -  FIRST     CLASS II
 LX2777
 LX2777.The horizontal coordinates were scaled from a topographic map and have
 LX2777.an estimated accuracy of +/- 6 seconds.
 LX2777
 LX2777.The orthometric height was determined by differential leveling
 LX2777.and adjusted by the National Geodetic Survey in June 1991..
 LX2777
 LX2777.The geoid height was determined by GEOID03.
 LX2777
 LX2777.The dynamic height is computed by dividing the NAVD 88
 LX2777.geopotential number by the normal gravity value computed on the
 LX2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2777.degrees latitude (g = 980.6199 gals.).
 LX2777
 LX2777.The modeled gravity was interpolated from observed gravity values.
 LX2777
 LX2777;                    North         East    Units  Estimated Accuracy
 LX2777;SPC CT       -   251,370.      304,020.      MT  (+/- 180 meters Scaled)
 LX2777
 LX2777                          SUPERSEDED SURVEY CONTROL
 LX2777
 LX2777.No superseded survey control is available for this station.
 LX2777
 LX2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM863216(NAD 83)
 LX2777_MARKER: DD = SURVEY DISK
 LX2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2777_SP_SET: CONCRETE POST
 LX2777_STAMPING: 243 X
 LX2777_MARK LOGO: CTGS  
 LX2777_PROJECTION: RECESSED 15 CENTIMETERS
 LX2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2777+STABILITY: SURFACE MOTION
 LX2777
 LX2777  HISTORY     - Date     Condition        Report By
 LX2777  HISTORY     - 1934     MONUMENTED       CTGS
 LX2777  HISTORY     - 1985     GOOD             NGS
 LX2777
 LX2777                          STATION DESCRIPTION
 LX2777
 LX2777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2777'IN WEST HARTFORD.
 LX2777'IN WEST HARTFORD, 0.3 KM (0.2 MI) NORTHEAST ALONG STATE HIGHWAY 71
 LX2777'FROM THE JUNCTION OF CLOVER DRIVE TO EXIT NUMBER 3 TO CORBINS CORNER
 LX2777'SHOPPING MALL AND THE MARK ON THE RIGHT, 7.62 METERS (25.0 FT)
 LX2777'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 LX2777'12.8 METERS (42.0 FT) NORTHEAST OF THE CENTER OF EXIT NUMBER 3, 2.56
 LX2777'METERS (8.4 FT) WEST OF UTILITY POLE NUMBER 3183 WITH ONE GUY WIRE.
 LX2777'THE MARK IS 0.58 METERS  NW FROM  A WITNESS POST
 LX2777'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2697 ***********************************************************************
 LX2697  DESIGNATION -  2438 X
 LX2697  PID         -  LX2697
 LX2697  STATE/COUNTY-  CT/HARTFORD
 LX2697  USGS QUAD   -  COLLINSVILLE (1984)
 LX2697
 LX2697                         *CURRENT SURVEY CONTROL
 LX2697  ___________________________________________________________________
 LX2697* NAD 83(1986)-  41 49 25.     (N)    072 53 13.     (W)     SCALED    
 LX2697* NAVD 88     -       101.545  (meters)     333.15   (feet)  ADJUSTED  
 LX2697  ___________________________________________________________________
 LX2697  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX2697  DYNAMIC HT  -         101.516 (meters)     333.06  (feet)  COMP
 LX2697  MODELED GRAV-     980,331.6   (mgal)                       NAVD 88
 LX2697
 LX2697  VERT ORDER  -  FIRST     CLASS II
 LX2697
 LX2697.The horizontal coordinates were scaled from a topographic map and have
 LX2697.an estimated accuracy of +/- 6 seconds.
 LX2697
 LX2697.The orthometric height was determined by differential leveling
 LX2697.and adjusted by the National Geodetic Survey in June 1991..
 LX2697
 LX2697.The geoid height was determined by GEOID03.
 LX2697
 LX2697.The dynamic height is computed by dividing the NAVD 88
 LX2697.geopotential number by the normal gravity value computed on the
 LX2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2697.degrees latitude (g = 980.6199 gals.).
 LX2697
 LX2697.The modeled gravity was interpolated from observed gravity values.
 LX2697
 LX2697;                    North         East    Units  Estimated Accuracy
 LX2697;SPC CT       -   262,390.      293,420.      MT  (+/- 180 meters Scaled)
 LX2697
 LX2697                          SUPERSEDED SURVEY CONTROL
 LX2697
 LX2697.No superseded survey control is available for this station.
 LX2697
 LX2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM754323(NAD 83)
 LX2697_MARKER: DD = SURVEY DISK
 LX2697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2697_SP_SET: CONCRETE POST
 LX2697_STAMPING: 2438 X
 LX2697_MARK LOGO: CTGS  
 LX2697_PROJECTION: FLUSH
 LX2697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2697+STABILITY: SURFACE MOTION
 LX2697
 LX2697  HISTORY     - Date     Condition        Report By
 LX2697  HISTORY     - UNK      MONUMENTED       CTGS
 LX2697  HISTORY     - 1985     GOOD             NGS
 LX2697
 LX2697                          STATION DESCRIPTION
 LX2697
 LX2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2697'IN CANTON.
 LX2697'IN CANTON, AT THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY 177,
 LX2697'IN THE SOUTHEAST ANGLE OF THE JUNCTION, IN THE FRONT LAWN OF THE
 LX2697'VINCENT FUNERAL HOME, 15.08 METERS (49.5 FT) SOUTH OF THE CENTER LINE
 LX2697'OF U.S. HIGHWAY 44, 19.0 METERS (62.0 FT) NORTH-NORTHWEST OF THE
 LX2697'NORTHWEST CORNER OF THE FUNERAL HOME, 5.0 METERS (16.0 FT) SOUTHWEST
 LX2697'OF POWER POLE 6644 WITH TWO TRANSFORMERS, 2.07 METERS (6.8 FT) SOUTH
 LX2697'OF THE SOUTH EDGE OF THE SIDEWALK.
 LX2697'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2774 ***********************************************************************
 LX2774  DESIGNATION -  2440
 LX2774  PID         -  LX2774
 LX2774  STATE/COUNTY-  CT/HARTFORD
 LX2774  USGS QUAD   -  COLLINSVILLE (1984)
 LX2774
 LX2774                         *CURRENT SURVEY CONTROL
 LX2774  ___________________________________________________________________
 LX2774* NAD 83(1986)-  41 48 30.     (N)    072 53 13.     (W)     SCALED    
 LX2774* NAVD 88     -        93.482  (meters)     306.70   (feet)  ADJUSTED  
 LX2774  ___________________________________________________________________
 LX2774  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX2774  DYNAMIC HT  -          93.455 (meters)     306.61  (feet)  COMP
 LX2774  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 LX2774
 LX2774  VERT ORDER  -  FIRST     CLASS II
 LX2774
 LX2774.The horizontal coordinates were scaled from a topographic map and have
 LX2774.an estimated accuracy of +/- 6 seconds.
 LX2774
 LX2774.The orthometric height was determined by differential leveling
 LX2774.and adjusted by the National Geodetic Survey in June 1991..
 LX2774
 LX2774.The geoid height was determined by GEOID03.
 LX2774
 LX2774.The dynamic height is computed by dividing the NAVD 88
 LX2774.geopotential number by the normal gravity value computed on the
 LX2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2774.degrees latitude (g = 980.6199 gals.).
 LX2774
 LX2774.The modeled gravity was interpolated from observed gravity values.
 LX2774
 LX2774;                    North         East    Units  Estimated Accuracy
 LX2774;SPC CT       -   260,690.      293,420.      MT  (+/- 180 meters Scaled)
 LX2774
 LX2774                          SUPERSEDED SURVEY CONTROL
 LX2774
 LX2774.No superseded survey control is available for this station.
 LX2774
 LX2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM755306(NAD 83)
 LX2774_MARKER: DD = SURVEY DISK
 LX2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2774_SP_SET: CONCRETE POST
 LX2774_STAMPING: 2440
 LX2774_MARK LOGO: CTGS  
 LX2774_PROJECTION: RECESSED 10 CENTIMETERS
 LX2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2774+STABILITY: SURFACE MOTION
 LX2774
 LX2774  HISTORY     - Date     Condition        Report By
 LX2774  HISTORY     - 1939     MONUMENTED       CTGS
 LX2774  HISTORY     - 1985     GOOD             NGS
 LX2774
 LX2774                          STATION DESCRIPTION
 LX2774
 LX2774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2774'1.9 KM (1.2 MI) SW FROM CANTON.
 LX2774'1.9 KM (1.15 MI) SOUTHWEST ALONG STATE HIGHWAY 177 FROM THE JUNCTION
 LX2774'OF U.S. HIGHWAYS 44 AND 202 IN CANTON TO THE MARK ON THE LEFT, AT THE
 LX2774'INTERSECTION OF CRAIGEMORE CIRCLE, 6.25 METERS (20.5 FT) SOUTHEAST OF
 LX2774'THE CENTERLINE OF THE HIGHWAY, 16.46 METERS (54.0 FT) SOUTH-SOUTHWEST
 LX2774'OF THE CENTER OF CRAIGEMORE CIRCLE, 4.39 METERS (14.4 FT) NORTHWEST OF
 LX2774'A RAIL FENCE IN FRONT OF A TWO STORY FRAME HOUSE, NUMBER 174,
 LX2774'3.11 METERS (10.2 FT) NORTH-NORTHEAST OF UTILITY POLE 3057 WITH A
 LX2774'TRANSFORMER.
 LX2774'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2040 ***********************************************************************
 LX2040  DESIGNATION -  2452
 LX2040  PID         -  LX2040
 LX2040  STATE/COUNTY-  CT/HARTFORD
 LX2040  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2040
 LX2040                         *CURRENT SURVEY CONTROL
 LX2040  ___________________________________________________________________
 LX2040* NAD 83(1986)-  41 57 32.     (N)    072 43 20.     (W)     SCALED    
 LX2040* NAVD 88     -        54.221  (meters)     177.89   (feet)  ADJUSTED  
 LX2040  ___________________________________________________________________
 LX2040  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX2040  DYNAMIC HT  -          54.205 (meters)     177.84  (feet)  COMP
 LX2040  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 LX2040
 LX2040  VERT ORDER  -  FIRST     CLASS II
 LX2040
 LX2040.The horizontal coordinates were scaled from a topographic map and have
 LX2040.an estimated accuracy of +/- 6 seconds.
 LX2040
 LX2040.The orthometric height was determined by differential leveling
 LX2040.and adjusted by the National Geodetic Survey in June 1991..
 LX2040
 LX2040.The geoid height was determined by GEOID03.
 LX2040
 LX2040.The dynamic height is computed by dividing the NAVD 88
 LX2040.geopotential number by the normal gravity value computed on the
 LX2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2040.degrees latitude (g = 980.6199 gals.).
 LX2040
 LX2040.The modeled gravity was interpolated from observed gravity values.
 LX2040
 LX2040;                    North         East    Units  Estimated Accuracy
 LX2040;SPC CT       -   277,410.      307,100.      MT  (+/- 180 meters Scaled)
 LX2040
 LX2040                          SUPERSEDED SURVEY CONTROL
 LX2040
 LX2040.No superseded survey control is available for this station.
 LX2040
 LX2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM887477(NAD 83)
 LX2040_MARKER: DD = SURVEY DISK
 LX2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2040_SP_SET: CONCRETE POST
 LX2040_STAMPING: 2452
 LX2040_MARK LOGO: CTGS  
 LX2040_PROJECTION: RECESSED 5 CENTIMETERS
 LX2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2040+STABILITY: SURFACE MOTION
 LX2040
 LX2040  HISTORY     - Date     Condition        Report By
 LX2040  HISTORY     - UNK      MONUMENTED       CTGS
 LX2040  HISTORY     - 1984     GOOD             NGS
 LX2040
 LX2040                          STATION DESCRIPTION
 LX2040
 LX2040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2040'1.9 KM (1.15 MI) NORTH FROM EAST GRANBY.
 LX2040'1.9 KM (1.15 MI) NORTH ALONG STATE HIGHWAY 187 FROM THE JUNCTION OF
 LX2040'STATE HIGHWAY 20 IN EAST GRANBY TO THE MARK ON THE RIGHT, IN A WOODED
 LX2040'LOT ON THE SOUTH SIDE OF THE PROPERTY OF A TWO STORY FRAME HOUSE,
 LX2040'15.54 METERS (51.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 32.91
 LX2040'METERS (108.0 FT) SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 1.37
 LX2040'METERS (4.5 FT) EAST OF A WOODEN PROPERTY LINE FENCE.
 LX2040'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LX2040'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0092 ***********************************************************************
 LX0092  DESIGNATION -  25
 LX0092  PID         -  LX0092
 LX0092  STATE/COUNTY-  CT/MIDDLESEX
 LX0092  USGS QUAD   -  OLD LYME (1976)
 LX0092
 LX0092                         *CURRENT SURVEY CONTROL
 LX0092  ___________________________________________________________________
 LX0092* NAD 83(1986)-  41 16 19.     (N)    072 20 40.     (W)     SCALED    
 LX0092* NAVD 88     -         2.338  (meters)       7.67   (feet)  ADJUSTED  
 LX0092  ___________________________________________________________________
 LX0092  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0092  DYNAMIC HT  -           2.337 (meters)       7.67  (feet)  COMP
 LX0092  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX0092
 LX0092  VERT ORDER  -  FIRST     CLASS I
 LX0092
 LX0092.The horizontal coordinates were scaled from a topographic map and have
 LX0092.an estimated accuracy of +/- 6 seconds.
 LX0092
 LX0092.The orthometric height was determined by differential leveling
 LX0092.and adjusted by the National Geodetic Survey in June 1991..
 LX0092
 LX0092.The geoid height was determined by GEOID03.
 LX0092
 LX0092.The dynamic height is computed by dividing the NAVD 88
 LX0092.geopotential number by the normal gravity value computed on the
 LX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0092.degrees latitude (g = 980.6199 gals.).
 LX0092
 LX0092.The modeled gravity was interpolated from observed gravity values.
 LX0092
 LX0092;                    North         East    Units  Estimated Accuracy
 LX0092;SPC CT       -   201,190.      338,780.      MT  (+/- 180 meters Scaled)
 LX0092
 LX0092                          SUPERSEDED SURVEY CONTROL
 LX0092
 LX0092  NGVD 29 (??/??/92)    2.648  (m)            8.69   (f) ADJ UNCH    1 1
 LX0092
 LX0092.Superseded values are not recommended for survey control.
 LX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0092.See file dsdata.txt to determine how the superseded data were derived.
 LX0092
 LX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL224723(NAD 83)
 LX0092_MARKER: Q = CHISELED SQUARE
 LX0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0092_SP_SET: SEA WALL
 LX0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0092
 LX0092  HISTORY     - Date     Condition        Report By
 LX0092  HISTORY     - UNK      MONUMENTED       DOD
 LX0092  HISTORY     - 1965     GOOD             NGS
 LX0092  HISTORY     - 19891216 GOOD             USPSQD
 LX0092  HISTORY     - 19900505 POOR             USPSQD
 LX0092  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX0092  HISTORY     - 20010303 MARK NOT FOUND   USPSQD
 LX0092
 LX0092                          STATION DESCRIPTION
 LX0092
 LX0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0092'3.4 MI SE FROM OLD SAYBROOK.
 LX0092'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM
 LX0092'THE TOWN HALL AT OLD SAYBROOK, THENCE 0.9 MILE EAST AND
 LX0092'SOUTH ALONG NIBANG AVENUE AND A GRAVELED ROAD WHICH FOLLOWS THE
 LX0092'SHORE LINE, AT THE U.S. COAST GUARD STATION AT LYNDE POINT, AN
 LX0092'OUTLINED SQUARE ON THE TOP OF THE SOUTHWEST CORNER OF THE TOP
 LX0092'STONE AT THE NORTH END OF SEA WALL, 37.5 FEET NORTH OF TIDAL MARK
 LX0092'2 DESCRIBED, 3.1 FEET SOUTH OF THE NORTH END OF THE SEA WALL AND
 LX0092'ABOUT LEVEL WITH THE GROUND.  NOTE-- THE SEA WALL IS NOW IN THE
 LX0092'PROCESS OF BEING EXTENDED TO THE NORTH BUT WILL BE CONCRETE
 LX0092'RATHER THAN STONE AS THE PRESENT SEA WALL.  NOTE-- SAYBROOK
 LX0092'JETTY, CONNECTICUT RIVER ENTRANCE.
 LX0092
 LX0092                          STATION RECOVERY (1989)
 LX0092
 LX0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0092'RECOVERED IN GOOD CONDITION.
 LX0092
 LX0092                          STATION RECOVERY (1990)
 LX0092
 LX0092'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0092'MARK RECOVERED IN POOR CONDITION.
 LX0092
 LX0092                          STATION RECOVERY (1997)
 LX0092
 LX0092'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0092'MARK NOT FOUND.
 LX0092
 LX0092                          STATION RECOVERY (2001)
 LX0092
 LX0092'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0092'STATION POSSIBLY COVERED BY NEWER WALL. MEASURED FROM RM AND LOCATED
 LX0092'NEWER WALL SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2476 ***********************************************************************
 LX2476  DESIGNATION -  25 T OF THOMASTON
 LX2476  PID         -  LX2476
 LX2476  STATE/COUNTY-  CT/LITCHFIELD
 LX2476  USGS QUAD   -  THOMASTON (1976)
 LX2476
 LX2476                         *CURRENT SURVEY CONTROL
 LX2476  ___________________________________________________________________
 LX2476* NAD 83(1986)-  41 38 24.     (N)    073 04 43.     (W)     SCALED    
 LX2476* NAVD 88     -       108.634  (meters)     356.41   (feet)  ADJUSTED  
 LX2476  ___________________________________________________________________
 LX2476  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2476  DYNAMIC HT  -         108.599 (meters)     356.30  (feet)  COMP
 LX2476  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 LX2476
 LX2476  VERT ORDER  -  FIRST     CLASS II
 LX2476
 LX2476.The horizontal coordinates were scaled from a topographic map and have
 LX2476.an estimated accuracy of +/- 6 seconds.
 LX2476
 LX2476.The orthometric height was determined by differential leveling
 LX2476.and adjusted by the National Geodetic Survey in June 1991..
 LX2476
 LX2476.The geoid height was determined by GEOID03.
 LX2476
 LX2476.The dynamic height is computed by dividing the NAVD 88
 LX2476.geopotential number by the normal gravity value computed on the
 LX2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2476.degrees latitude (g = 980.6199 gals.).
 LX2476
 LX2476.The modeled gravity was interpolated from observed gravity values.
 LX2476
 LX2476;                    North         East    Units  Estimated Accuracy
 LX2476;SPC CT       -   242,040.      277,420.      MT  (+/- 180 meters Scaled)
 LX2476
 LX2476                          SUPERSEDED SURVEY CONTROL
 LX2476
 LX2476.No superseded survey control is available for this station.
 LX2476
 LX2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM600115(NAD 83)
 LX2476_MARKER: DD = SURVEY DISK
 LX2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2476_SP_SET: CONCRETE POST
 LX2476_STAMPING: 25
 LX2476_MARK LOGO: LOCENG
 LX2476_PROJECTION: FLUSH
 LX2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2476+STABILITY: SURFACE MOTION
 LX2476
 LX2476  HISTORY     - Date     Condition        Report By
 LX2476  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2476  HISTORY     - 1985     GOOD             NGS
 LX2476
 LX2476                          STATION DESCRIPTION
 LX2476
 LX2476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2476'1.4 KM (0.85 MI) SOUTH FROM THOMASTON.
 LX2476'1.4 KM (0.85 MI) SOUTH ALONG COUNTY ROUTE 848 FROM THE SOUTH END OF
 LX2476'THE BRIDGE OVER THE NAUGATUCK RIVER TO THE MARK ON THE RIGHT, IT IS A
 LX2476'TOWN OF THOMASTON DISK, 5.12 METERS (16.8 FT) WEST OF THE CENTERLINE
 LX2476'OF THE HIGHWAY, 18.74 METERS (61.5 FT) NORTHWEST AND ACROSS THE
 LX2476'HIGHWAY FROM THE SOUTH END OF A MASONRY RETAINING WALL, 8.53 METERS
 LX2476'(28.0 FT) NORTHEAST OF POWER POLE 1120.
 LX2476'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2476'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3303 ***********************************************************************
 LX3303  DESIGNATION -  2510
 LX3303  PID         -  LX3303
 LX3303  STATE/COUNTY-  CT/NEW LONDON
 LX3303  USGS QUAD   -  COLCHESTER (1984)
 LX3303
 LX3303                         *CURRENT SURVEY CONTROL
 LX3303  ___________________________________________________________________
 LX3303* NAD 83(1986)-  41 37 12.     (N)    072 15 56.     (W)     SCALED    
 LX3303* NAVD 88     -       127.826  (meters)     419.38   (feet)  ADJUSTED  
 LX3303  ___________________________________________________________________
 LX3303  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3303  DYNAMIC HT  -         127.780 (meters)     419.22  (feet)  COMP
 LX3303  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 LX3303
 LX3303  VERT ORDER  -  FIRST     CLASS II
 LX3303
 LX3303.The horizontal coordinates were scaled from a topographic map and have
 LX3303.an estimated accuracy of +/- 6 seconds.
 LX3303
 LX3303.The orthometric height was determined by differential leveling
 LX3303.and adjusted by the National Geodetic Survey in June 1991..
 LX3303
 LX3303.The geoid height was determined by GEOID03.
 LX3303
 LX3303.The dynamic height is computed by dividing the NAVD 88
 LX3303.geopotential number by the normal gravity value computed on the
 LX3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3303.degrees latitude (g = 980.6199 gals.).
 LX3303
 LX3303.The modeled gravity was interpolated from observed gravity values.
 LX3303
 LX3303;                    North         East    Units  Estimated Accuracy
 LX3303;SPC CT       -   239,880.      345,170.      MT  (+/- 180 meters Scaled)
 LX3303
 LX3303                          SUPERSEDED SURVEY CONTROL
 LX3303
 LX3303.No superseded survey control is available for this station.
 LX3303
 LX3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM278111(NAD 83)
 LX3303_MARKER: DD = SURVEY DISK
 LX3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3303_SP_SET: CONCRETE POST
 LX3303_STAMPING: 2510
 LX3303_MARK LOGO: CTGS  
 LX3303_PROJECTION: RECESSED 5 CENTIMETERS
 LX3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3303+STABILITY: SURFACE MOTION
 LX3303
 LX3303  HISTORY     - Date     Condition        Report By
 LX3303  HISTORY     - 1939     MONUMENTED       CTGS
 LX3303  HISTORY     - 1986     GOOD             NGS
 LX3303  HISTORY     - 19901020 GOOD             USPSQD
 LX3303
 LX3303                          STATION DESCRIPTION
 LX3303
 LX3303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3303'4.9 KM (3.05 MI) SW FROM LEBANON.
 LX3303'4.9 KM (3.05 MI) SOUTHWEST ALONG STATE HIGHWAY 207 FROM ITS
 LX3303'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE RIGHT
 LX3303'BETWEEN UTILITY POLES NO. 578 AND 579 AND 0.08 KM (0.05 MI) WEST OF
 LX3303'THE JUNCTION OF CLUB HOUSE ROAD.  IT IS 12.19 METERS (40.0 FT) NORTH
 LX3303'OF THE CENTERLINE OF THE HIGHWAY AND 5.03 METERS (16.5 FT)
 LX3303'NORTH-NORTHWEST OF UTILITY POLE NO. 578.
 LX3303'THE MARK IS 0.25 METERS  SSW FROM  A WITNESS POST
 LX3303'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3303
 LX3303                          STATION RECOVERY (1990)
 LX3303
 LX3303'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3299 ***********************************************************************
 LX3299  DESIGNATION -  2513
 LX3299  PID         -  LX3299
 LX3299  STATE/COUNTY-  CT/NEW LONDON
 LX3299  USGS QUAD   -  WILLIMANTIC (1984)
 LX3299
 LX3299                         *CURRENT SURVEY CONTROL
 LX3299  ___________________________________________________________________
 LX3299* NAD 83(1986)-  41 37 42.     (N)    072 13 56.     (W)     SCALED    
 LX3299* NAVD 88     -       130.933  (meters)     429.57   (feet)  ADJUSTED  
 LX3299  ___________________________________________________________________
 LX3299  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX3299  DYNAMIC HT  -         130.886 (meters)     429.42  (feet)  COMP
 LX3299  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 LX3299
 LX3299  VERT ORDER  -  FIRST     CLASS II
 LX3299
 LX3299.The horizontal coordinates were scaled from a topographic map and have
 LX3299.an estimated accuracy of +/- 6 seconds.
 LX3299
 LX3299.The orthometric height was determined by differential leveling
 LX3299.and adjusted by the National Geodetic Survey in June 1991..
 LX3299
 LX3299.The geoid height was determined by GEOID03.
 LX3299
 LX3299.The dynamic height is computed by dividing the NAVD 88
 LX3299.geopotential number by the normal gravity value computed on the
 LX3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3299.degrees latitude (g = 980.6199 gals.).
 LX3299
 LX3299.The modeled gravity was interpolated from observed gravity values.
 LX3299
 LX3299;                    North         East    Units  Estimated Accuracy
 LX3299;SPC CT       -   240,820.      347,950.      MT  (+/- 180 meters Scaled)
 LX3299
 LX3299                          SUPERSEDED SURVEY CONTROL
 LX3299
 LX3299.No superseded survey control is available for this station.
 LX3299
 LX3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM305122(NAD 83)
 LX3299_MARKER: DD = SURVEY DISK
 LX3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3299_SP_SET: CONCRETE POST
 LX3299_STAMPING: 2513
 LX3299_MARK LOGO: CTGS  
 LX3299_PROJECTION: RECESSED 5 CENTIMETERS
 LX3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3299+STABILITY: SURFACE MOTION
 LX3299
 LX3299  HISTORY     - Date     Condition        Report By
 LX3299  HISTORY     - 1939     MONUMENTED       CTGS
 LX3299  HISTORY     - 1986     GOOD             NGS
 LX3299  HISTORY     - 19901020 GOOD             USPSQD
 LX3299
 LX3299                          STATION DESCRIPTION
 LX3299
 LX3299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3299'1.9 KM (1.2 MI) SW FROM LEBANON.
 LX3299'1.9 KM (1.2 MI) SOUTHWEST ALONG STATE HIGHWAY 207 FROM ITS
 LX3299'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE LEFT
 LX3299'AND SOUTHEAST OF AND ACROSS HIGHWAY FROM UTILITY POLE NO. 57 WITH
 LX3299'TRANSFORMER.  IT IS 4.88 METERS (16.0 FT) SOUTH OF THE CENTERLINE OF
 LX3299'THE HIGHWAY, 26.36 METERS (86.5 FT) SOUTHWEST OF AND ACROSS HIGHWAY
 LX3299'FROM UTILITY POLE NO. 56, 18.90 METERS (62.0 FT) EAST OF THE CENTER OF
 LX3299'A PRIVATE DRIVE LEADING TO A TWO STORY FRAME HOUSE AND 14.32 METERS
 LX3299'(47.0 FT) SOUTHEAST OF AND ACROSS HIGHWAY FROM UTILITY POLE NO. 57.
 LX3299'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3299
 LX3299                          STATION RECOVERY (1990)
 LX3299
 LX3299'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3069 ***********************************************************************
 LX3069  DESIGNATION -  2521X
 LX3069  PID         -  LX3069
 LX3069  STATE/COUNTY-  CT/MIDDLESEX
 LX3069  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3069
 LX3069                         *CURRENT SURVEY CONTROL
 LX3069  ___________________________________________________________________
 LX3069* NAD 83(1996)-  41 34 32.     (N)    072 36 18.     (W)     SCALED    
 LX3069* NAVD 88     -        43.865  (meters)     143.91   (feet)  ADJUSTED  
 LX3069  ___________________________________________________________________
 LX3069  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX3069  DYNAMIC HT  -          43.851 (meters)     143.87  (feet)  COMP
 LX3069  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 LX3069
 LX3069  VERT ORDER  -  FIRST     CLASS II
 LX3069
 LX3069.The horizontal coordinates were scaled from a topographic map and have
 LX3069.an estimated accuracy of +/- 6 seconds.
 LX3069
 LX3069.The orthometric height was determined by differential leveling
 LX3069.and adjusted by the National Geodetic Survey in June 1991..
 LX3069
 LX3069.The geoid height was determined by GEOID03.
 LX3069
 LX3069.The dynamic height is computed by dividing the NAVD 88
 LX3069.geopotential number by the normal gravity value computed on the
 LX3069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3069.degrees latitude (g = 980.6199 gals.).
 LX3069
 LX3069.The modeled gravity was interpolated from observed gravity values.
 LX3069
 LX3069;                    North         East    Units  Estimated Accuracy
 LX3069;SPC CT       -   234,840.      316,890.      MT  (+/- 180 meters Scaled)
 LX3069
 LX3069                          SUPERSEDED SURVEY CONTROL
 LX3069
 LX3069  NGVD 29 (07/19/86)   43.8    (m)          144.     (f) VERT ANG       
 LX3069
 LX3069.Superseded values are not recommended for survey control.
 LX3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3069.See file dsdata.txt to determine how the superseded data were derived.
 LX3069
 LX3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM996054(NAD 83)
 LX3069_MARKER: DD = SURVEY DISK
 LX3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3069_SP_SET: CONCRETE POST
 LX3069_STAMPING: 2521X
 LX3069_MARK LOGO: CTGS  
 LX3069_PROJECTION: RECESSED 9 CENTIMETERS
 LX3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3069+STABILITY: SURFACE MOTION
 LX3069
 LX3069  HISTORY     - Date     Condition        Report By
 LX3069  HISTORY     - 1976     MONUMENTED       CTGS
 LX3069  HISTORY     - 1986     GOOD             NGS
 LX3069
 LX3069                          STATION DESCRIPTION
 LX3069
 LX3069'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (AK)
 LX3069'THE STATION IS LOCATED ABOUT 2-3/4 MILES EAST OF THE CENTER OF
 LX3069'MIDDLETOWN, 2-1/2 MILES SOUTHEAST OF THE CENTER OF CROMWELL, AND
 LX3069'2-1/2 MILES WEST OF THE CENTER OF COBALT.
 LX3069'
 LX3069'TO REACH THE STATION IN PORTLAND FROM THE INTERSECTION OF
 LX3069'CONNECTICUT ROUTE 17 (GOSPEL LANE) AND CONNECTICUT ROUTE 66
 LX3069'(PORTLAND ROAD), GO SOUTHEASTERLY ON PORTLAND ROAD FOR 300 FEET
 LX3069'TO THE STATION ON THE NORTH SIDE OF THE (WESTBOUND LANE).
 LX3069'
 LX3069'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX3069'STAMPED 2521X, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6
 LX3069'INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3069'IS 1 INCH ABOVE THE SURFACE OF THE GROUND.  THE STATION IS 300
 LX3069'FEET SOUTHEAST OF THE CENTER LINE OF CONNECTICUT ROUTE 17, 190.5
 LX3069'FEET SOUTHEAST OF HARTFORD ELECTRIC LIGHT COMPANY POLE 942, 101
 LX3069'FEET NORTHWEST OF A 24 INCH MAPLE TREE, 36 FEET NORTHEAST OF
 LX3069'THE CENTER LINE OF CONNECTICUT ROUTE 66 (WESTBOUND), AND 26.3
 LX3069'FEET SOUTHEAST OF A 18 INCH MAPLE TREE.
 LX3069'
 LX3069'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET IN
 LX3069'A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE TOP CENTER OF
 LX3069'THE CONCRETE CURBING ON THE NORTH SIDE OF CONNECTICUT ROUTE 66
 LX3069'(EASTBOUND).  IT IS 115.00 FEET SOUTHEAST OF HARTFORD ELECTRIC
 LX3069'LIGHT COMPANY POLE 854, 68 FEET SOUTHWEST OF THE CENTER LINE OF
 LX3069'A CATCH BASIN, AND 14 FEET NORTHEAST OF THE CENTER LINE OF
 LX3069'CONNECTICUT ROUTE 66 (EASTBOUND).
 LX3069'
 LX3069'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3069'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE TOP CENTER
 LX3069'OF A CATCH BASIN.  IT IS 81.0 FEET NORTHEAST OF HARTFORD ELECTRIC
 LX3069'LIGHT COMPANY POLE 854, 68.3 FEET WEST OF AN 18 INCH MAPLE TREE,
 LX3069'AND 15 FEET SOUTHWEST OF THE CENTER LINE OF CONNECTICUT ROUTE
 LX3069'66 (WESTBOUND).
 LX3069'
 LX3069'REFERENCE MARK 3 IS A CROSS, WITH A 3/8 INCH BRASS PLUG
 LX3069'IN THE CENTER OF THE CROSS IN A CONNECTICUT DEPARTMENT OF
 LX3069'TRANSPORTATION BOUNDARY MONUMENT, CAST WITH CHD ON THE SIDE
 LX3069'OF A REINFORCED CONCRETE POST.  THE TOP OF THE MONUMENT IS 1
 LX3069'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 156.0 FEET
 LX3069'SOUTHEAST OF HARTFORD ELECTRIC LIGHT COMPANY POLE 942, 50
 LX3069'FEET NORTHEAST OF THE CENTER LINE OF CONNECTICUT ROUTE 66
 LX3069'(WESTBOUND), AND 19.0 FEET NORTH OF AN 18 INCH MAPLE TREE.
 LX3069'
 LX3069'3273 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3069'BRASS DISK, STAMPED 3273, SET IN THE TOP A REINFORCED CONCRETE
 LX3069'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF
 LX3069'THE MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK
 LX3069'IS 0.22 MILE NORTHWESTERLY OF THE STATION ALONG CONNECTICUT
 LX3069'ROUTE 66, 112.3 FEET EAST OF HARTFORD ELECTRIC LIGHT COMPANY
 LX3069'POLE 1184, 60 FEET EAST OF THE CENTER LINE OF A GRAVEL
 LX3069'DRIVE, 25 FEET NORTH OF THE CENTER LINE OF CONNECTICUT ROUTE
 LX3069'66 (WESTBOUND), AND 21.3 FEET WEST OF HARTFORD ELECTRIC LIGHT
 LX3069'COMPANY POLE 1185.
 LX3069'
 LX3069'B.L. A-753 (CDOT) (AZIMUTH MARK) IS A DRILL HOLE IN A CONNECTICUT
 LX3069'DEPARTMENT OF TRANSPORTATION BASE LINE ALUMINUM DISK, STAMPED
 LX3069'A-753, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6 INCHES
 LX3069'BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT IS 2
 LX3069'INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 0.2 MILE
 LX3069'SOUTHEASTERLY OF THE STATION ALONG CONNECTICUT ROUTE 66, IN
 LX3069'THE CENTER OF THE GRASS MEDIAN, 150.2 FEET NORTHWEST OF
 LX3069'HARTFORD ELECTRIC LIGHT COMPANY POLE 1507, 68.3 FEET SOUTHWEST
 LX3069'OF HARTFORD ELECTRIC LIGHT COMPANY POLE 1506, 21 FEET
 LX3069'SOUTHWEST OF THE CENTER LINE OF CONNECTICUT ROUTE 66
 LX3069'(WESTBOUND), AND 20 FEET NORTHWEST OF THE CENTER LINE OF
 LX3069'CONNECTICUT ROUTE 66 (EASTBOUND).
 LX3069'
 LX3069'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LX3069
 LX3069                          STATION RECOVERY (1986)
 LX3069
 LX3069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3069'3.4 KM (2.1 MI) SE FROM PORTLAND.
 LX3069'3.4 KM (2.1 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3069'STATE HIGHWAY 17A IN PORTLAND TO THE MARK ON THE LEFT, 11.4 METERS
 LX3069'(37.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 LX3069'HIGHWAY, 7.7 METERS (25.5 FT) EAST OF A 20-INCH OAK TREE.
 LX3069'THE MARK IS 0.15 METERS  S FROM  A WITNESS POST
 LX3069'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2861 ***********************************************************************
 LX2861  DESIGNATION -  2562 X
 LX2861  PID         -  LX2861
 LX2861  STATE/COUNTY-  CT/NEW HAVEN
 LX2861  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2861
 LX2861                         *CURRENT SURVEY CONTROL
 LX2861  ___________________________________________________________________
 LX2861* NAD 83(1986)-  41 23 34.     (N)    072 52 35.     (W)     SCALED    
 LX2861* NAVD 88     -        21.130  (meters)      69.32   (feet)  ADJUSTED  
 LX2861  ___________________________________________________________________
 LX2861  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2861  DYNAMIC HT  -          21.123 (meters)      69.30  (feet)  COMP
 LX2861  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX2861
 LX2861  VERT ORDER  -  FIRST     CLASS II
 LX2861
 LX2861.The horizontal coordinates were scaled from a topographic map and have
 LX2861.an estimated accuracy of +/- 6 seconds.
 LX2861
 LX2861.The orthometric height was determined by differential leveling
 LX2861.and adjusted by the National Geodetic Survey in June 1991..
 LX2861
 LX2861.The geoid height was determined by GEOID03.
 LX2861
 LX2861.The dynamic height is computed by dividing the NAVD 88
 LX2861.geopotential number by the normal gravity value computed on the
 LX2861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2861.degrees latitude (g = 980.6199 gals.).
 LX2861
 LX2861.The modeled gravity was interpolated from observed gravity values.
 LX2861
 LX2861;                    North         East    Units  Estimated Accuracy
 LX2861;SPC CT       -   214,540.      294,230.      MT  (+/- 180 meters Scaled)
 LX2861
 LX2861                          SUPERSEDED SURVEY CONTROL
 LX2861
 LX2861.No superseded survey control is available for this station.
 LX2861
 LX2861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL775845(NAD 83)
 LX2861_MARKER: DD = SURVEY DISK
 LX2861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2861_SP_SET: CONCRETE POST
 LX2861_STAMPING: 2562 X
 LX2861_MARK LOGO: CTGS  
 LX2861_PROJECTION: FLUSH
 LX2861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2861+STABILITY: SURFACE MOTION
 LX2861
 LX2861  HISTORY     - Date     Condition        Report By
 LX2861  HISTORY     - 1960     MONUMENTED       CTGS
 LX2861  HISTORY     - 1985     GOOD             NGS
 LX2861
 LX2861                          STATION DESCRIPTION
 LX2861
 LX2861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2861'1.7 KM (1.05 MI) WEST FROM NORTH HAVEN.
 LX2861'0.2 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 5 FROM THE POST OFFICE IN
 LX2861'NORTH HAVEN, THENCE 1.4 KM (0.9 MI) WEST ALONG STATE HIGHWAY 22 TO THE
 LX2861'JUNCTION OF HARTFORD TURNPIKE AND THE MARK ON THE LEFT, IN THE GAP OF
 LX2861'TWO METAL GUARDRAILS, 110.97 METERS (36.0 FT) SOUTHWEST OF THE CENTER
 LX2861'LINE OF THE HIGHWAY, 8.53 METERS (28.0 FT) SOUTHEAST OF THE CENTER
 LX2861'LINE OF THE TURNPIKE, 1.89 METERS (6.2 FT) EAST OF UTILITY POLE NUMBER
 LX2861'1897.
 LX2861'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0935 ***********************************************************************
 LX0935  DESIGNATION -  257
 LX0935  PID         -  LX0935
 LX0935  STATE/COUNTY-  CT/NEW HAVEN
 LX0935  USGS QUAD   -  NAUGATUCK (1984)
 LX0935
 LX0935                         *CURRENT SURVEY CONTROL
 LX0935  ___________________________________________________________________
 LX0935* NAD 83(1986)-  41 29 29.     (N)    073 03 29.     (W)     SCALED    
 LX0935* NAVD 88     -        78.158  (meters)     256.42   (feet)  ADJUSTED  
 LX0935  ___________________________________________________________________
 LX0935  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0935  DYNAMIC HT  -          78.132 (meters)     256.34  (feet)  COMP
 LX0935  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 LX0935
 LX0935  VERT ORDER  -  FIRST     CLASS II
 LX0935
 LX0935.The horizontal coordinates were scaled from a topographic map and have
 LX0935.an estimated accuracy of +/- 6 seconds.
 LX0935
 LX0935.The orthometric height was determined by differential leveling
 LX0935.and adjusted by the National Geodetic Survey in June 1991..
 LX0935
 LX0935.The geoid height was determined by GEOID03.
 LX0935
 LX0935.The dynamic height is computed by dividing the NAVD 88
 LX0935.geopotential number by the normal gravity value computed on the
 LX0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0935.degrees latitude (g = 980.6199 gals.).
 LX0935
 LX0935.The modeled gravity was interpolated from observed gravity values.
 LX0935
 LX0935;                    North         East    Units  Estimated Accuracy
 LX0935;SPC CT       -   225,530.      279,080.      MT  (+/- 180 meters Scaled)
 LX0935
 LX0935                          SUPERSEDED SURVEY CONTROL
 LX0935
 LX0935  NGVD 29 (??/??/92)   78.45   (m)          257.4    (f) COMPUTED    1 2
 LX0935
 LX0935.Superseded values are not recommended for survey control.
 LX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0935.See file dsdata.txt to determine how the superseded data were derived.
 LX0935
 LX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL621951(NAD 83)
 LX0935_MARKER: DD = SURVEY DISK
 LX0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0935_SP_SET: FOUNDATION
 LX0935_STAMPING: 257
 LX0935_MARK LOGO: USGS  
 LX0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0935
 LX0935  HISTORY     - Date     Condition        Report By
 LX0935  HISTORY     - UNK      MONUMENTED       USGS
 LX0935  HISTORY     - 1935     GOOD             NGS
 LX0935  HISTORY     - 1941     GOOD             NGS
 LX0935  HISTORY     - 1985     GOOD             NGS
 LX0935
 LX0935                          STATION DESCRIPTION
 LX0935
 LX0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0935'AT NAUGATUCK.
 LX0935'AT NAUGATUCK, NEW HAVEN COUNTY, AT A HIGH SCHOOL, IN THE SOUTH
 LX0935'WALL AT THE EAST END OF A COLUMN PEDESTAL, 18 FEET EAST OF THE
 LX0935'CENTER OF THE MAIN ENTRANCE, AND ABOUT 4 FEET ABOVE GROUND.
 LX0935
 LX0935                          STATION RECOVERY (1941)
 LX0935
 LX0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LX0935'RECOVERED IN GOOD CONDITION.
 LX0935
 LX0935                          STATION RECOVERY (1985)
 LX0935
 LX0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2305 ***********************************************************************
 LX2305  DESIGNATION -  2586
 LX2305  PID         -  LX2305
 LX2305  STATE/COUNTY-  CT/FAIRFIELD
 LX2305  USGS QUAD   -  BETHEL (1984)
 LX2305
 LX2305                         *CURRENT SURVEY CONTROL
 LX2305  ___________________________________________________________________
 LX2305* NAD 83(1986)-  41 16 31.     (N)    073 24 53.     (W)     SCALED    
 LX2305* NAVD 88     -       169.223  (meters)     555.19   (feet)  ADJUSTED  
 LX2305  ___________________________________________________________________
 LX2305  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX2305  DYNAMIC HT  -         169.167 (meters)     555.01  (feet)  COMP
 LX2305  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LX2305
 LX2305  VERT ORDER  -  FIRST     CLASS II
 LX2305
 LX2305.The horizontal coordinates were scaled from a topographic map and have
 LX2305.an estimated accuracy of +/- 6 seconds.
 LX2305
 LX2305.The orthometric height was determined by differential leveling
 LX2305.and adjusted by the National Geodetic Survey in June 1991..
 LX2305
 LX2305.The geoid height was determined by GEOID03.
 LX2305
 LX2305.The dynamic height is computed by dividing the NAVD 88
 LX2305.geopotential number by the normal gravity value computed on the
 LX2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2305.degrees latitude (g = 980.6199 gals.).
 LX2305
 LX2305.The modeled gravity was interpolated from observed gravity values.
 LX2305
 LX2305;                    North         East    Units  Estimated Accuracy
 LX2305;SPC CT       -   201,700.      249,110.      MT  (+/- 180 meters Scaled)
 LX2305
 LX2305                          SUPERSEDED SURVEY CONTROL
 LX2305
 LX2305.No superseded survey control is available for this station.
 LX2305
 LX2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327705(NAD 83)
 LX2305_MARKER: DD = SURVEY DISK
 LX2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2305_SP_SET: CONCRETE POST
 LX2305_STAMPING: 2586
 LX2305_MARK LOGO: CTGS  
 LX2305_PROJECTION: FLUSH
 LX2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2305+STABILITY: SURFACE MOTION
 LX2305
 LX2305  HISTORY     - Date     Condition        Report By
 LX2305  HISTORY     - UNK      MONUMENTED       CTGS
 LX2305  HISTORY     - 1985     GOOD             NGS
 LX2305
 LX2305                          STATION DESCRIPTION
 LX2305
 LX2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2305'3.2 KM (2.0 MI) NORTH FROM GEORGETOWN.
 LX2305'3.2 KM (2.0 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2305'U.S. HIGHWAY 107 IN GEORGETOWN TO THE MARK ON THE RIGHT, 10.3 METERS
 LX2305'(34.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.4 METERS
 LX2305'(54.0 FT) NORTH OF THE CENTER OF BEEHOLM ROAD, 2.1 METERS (7.0 FT)
 LX2305'NORTH OF A STOP SIGN, 0.76 METER (2.5 FT) WEST OF A ROCK WALL.
 LX2305'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2305'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3079 ***********************************************************************
 LX3079  DESIGNATION -  259X
 LX3079  PID         -  LX3079
 LX3079  STATE/COUNTY-  CT/MIDDLESEX
 LX3079  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3079
 LX3079                         *CURRENT SURVEY CONTROL
 LX3079  ___________________________________________________________________
 LX3079* NAD 83(1986)-  41 34 04.     (N)    072 32 00.     (W)     SCALED    
 LX3079* NAVD 88     -       120.915  (meters)     396.70   (feet)  ADJUSTED  
 LX3079  ___________________________________________________________________
 LX3079  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3079  DYNAMIC HT  -         120.874 (meters)     396.57  (feet)  COMP
 LX3079  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LX3079
 LX3079  VERT ORDER  -  FIRST     CLASS II
 LX3079
 LX3079.The horizontal coordinates were scaled from a topographic map and have
 LX3079.an estimated accuracy of +/- 6 seconds.
 LX3079
 LX3079.The orthometric height was determined by differential leveling
 LX3079.and adjusted by the National Geodetic Survey in June 1991..
 LX3079
 LX3079.The geoid height was determined by GEOID03.
 LX3079
 LX3079.The dynamic height is computed by dividing the NAVD 88
 LX3079.geopotential number by the normal gravity value computed on the
 LX3079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3079.degrees latitude (g = 980.6199 gals.).
 LX3079
 LX3079.The modeled gravity was interpolated from observed gravity values.
 LX3079
 LX3079;                    North         East    Units  Estimated Accuracy
 LX3079;SPC CT       -   233,990.      322,870.      MT  (+/- 180 meters Scaled)
 LX3079
 LX3079                          SUPERSEDED SURVEY CONTROL
 LX3079
 LX3079.No superseded survey control is available for this station.
 LX3079
 LX3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM056047(NAD 83)
 LX3079_MARKER: DD = SURVEY DISK
 LX3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3079_SP_SET: CONCRETE POST
 LX3079_STAMPING: 259X
 LX3079_MARK LOGO: CTGS  
 LX3079_PROJECTION: RECESSED 9 CENTIMETERS
 LX3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3079+STABILITY: SURFACE MOTION
 LX3079
 LX3079  HISTORY     - Date     Condition        Report By
 LX3079  HISTORY     - 1958     MONUMENTED       CTGS
 LX3079  HISTORY     - 1986     GOOD             NGS
 LX3079
 LX3079                          STATION DESCRIPTION
 LX3079
 LX3079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3079'2.0 KM (1.25 MI) EAST FROM COBALT.
 LX3079'2.0 KM (1.25 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3079'STATE HIGHWAY 151 IN COBALT TO THE MARK ON THE RIGHT, ALSO 3.0 KM (1.9
 LX3079'MI) WEST ALONG STATE HIGHWAY 66 FROM THE TOWN HALL IN EAST HAMPTON,
 LX3079'7.0 METERS (23.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.5
 LX3079'METERS (80.6 FT) WEST OF POWER POLE NO. 18, 13.5 METERS (44.6 FT)
 LX3079'SOUTHWEST OF POWER POLE NO. 75, 7.2 METERS (23.7 FT) NORTHEAST OF A
 LX3079'36-INCH OAK TREE, 4.1 METERS (13.7 FT) NORTHWEST OF A 28-INCH OAK
 LX3079'TREE.
 LX3079'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1750 ***********************************************************************
 LW1750  DESIGNATION -  26
 LW1750  PID         -  LW1750
 LW1750  STATE/COUNTY-  CT/NEW LONDON
 LW1750  USGS QUAD   -  ASHAWAY (1984)
 LW1750
 LW1750                         *CURRENT SURVEY CONTROL
 LW1750  ___________________________________________________________________
 LW1750* NAD 83(1986)-  41 22 46.     (N)    071 50 07.     (W)     SCALED    
 LW1750* NAVD 88     -         6.393  (meters)      20.97   (feet)  ADJUSTED  
 LW1750  ___________________________________________________________________
 LW1750  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW1750  DYNAMIC HT  -           6.390 (meters)      20.96  (feet)  COMP
 LW1750  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LW1750
 LW1750  VERT ORDER  -  FIRST     CLASS II
 LW1750
 LW1750.The horizontal coordinates were scaled from a topographic map and have
 LW1750.an estimated accuracy of +/- 6 seconds.
 LW1750
 LW1750.The orthometric height was determined by differential leveling
 LW1750.and adjusted by the National Geodetic Survey in June 1991..
 LW1750
 LW1750.The geoid height was determined by GEOID03.
 LW1750
 LW1750.The dynamic height is computed by dividing the NAVD 88
 LW1750.geopotential number by the normal gravity value computed on the
 LW1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1750.degrees latitude (g = 980.6199 gals.).
 LW1750
 LW1750.The modeled gravity was interpolated from observed gravity values.
 LW1750
 LW1750;                    North         East    Units  Estimated Accuracy
 LW1750;SPC CT       -   213,460.      381,320.      MT  (+/- 180 meters Scaled)
 LW1750
 LW1750                          SUPERSEDED SURVEY CONTROL
 LW1750
 LW1750.No superseded survey control is available for this station.
 LW1750
 LW1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF629847(NAD 83)
 LW1750_MARKER: DD = SURVEY DISK
 LW1750_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW1750_SP_SET: SIDEWALK
 LW1750_STAMPING: 26
 LW1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1750
 LW1750  HISTORY     - Date     Condition        Report By
 LW1750  HISTORY     - UNK      MONUMENTED       LOCENG
 LW1750  HISTORY     - 1984     GOOD             NGS
 LW1750  HISTORY     - 1987     GOOD             RIGS
 LW1750  HISTORY     - 19901001 GOOD             USPSQD
 LW1750
 LW1750                          STATION DESCRIPTION
 LW1750
 LW1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1750'IN PAWCATUCK.
 LW1750'IN PAWCATUCK, 0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 LW1750'JUNCTION OF U.S. HIGHWAY 1, AT THE JUNCTION OF NOYES STREET, FLUSH IN
 LW1750'THE SIDEWALK, 1.19 METERS (3.9 FT) NORTHEAST OF THE NORTHEAST CURB OF
 LW1750'THE HIGHWAY, 4.57 METERS (15.0 FT) NORTHWEST OF THE CENTER OF NOYES
 LW1750'STREET, 2.44 METERS (8.0 FT) SOUTHWEST OF A METAL POST WITH SIGN
 LW1750'(NOYES ST.), 1.07 METERS (3.5 FT) EAST OF POWER POLE 580.  MARK IS A
 LW1750'CITY OF STONINGTON DISK.
 LW1750'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1750
 LW1750                          STATION RECOVERY (1987)
 LW1750
 LW1750'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1750'RECOVERED IN GOOD CONDITION.
 LW1750
 LW1750                          STATION RECOVERY (1990)
 LW1750
 LW1750'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0952 ***********************************************************************
 LX0952  DESIGNATION -  26
 LX0952  PID         -  LX0952
 LX0952  STATE/COUNTY-  CT/FAIRFIELD
 LX0952  USGS QUAD   -  DANBURY (1984)
 LX0952
 LX0952                         *CURRENT SURVEY CONTROL
 LX0952  ___________________________________________________________________
 LX0952* NAD 83(1986)-  41 23 46.     (N)    073 27 14.     (W)     SCALED    
 LX0952* NAVD 88     -       115.063  (meters)     377.50   (feet)  ADJUSTED  
 LX0952  ___________________________________________________________________
 LX0952  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0952  DYNAMIC HT  -         115.024 (meters)     377.37  (feet)  COMP
 LX0952  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX0952
 LX0952  VERT ORDER  -  SECOND    CLASS 0
 LX0952
 LX0952.The horizontal coordinates were scaled from a topographic map and have
 LX0952.an estimated accuracy of +/- 6 seconds.
 LX0952
 LX0952.The orthometric height was determined by differential leveling
 LX0952.and adjusted by the National Geodetic Survey in June 1991..
 LX0952
 LX0952.The geoid height was determined by GEOID03.
 LX0952
 LX0952.The dynamic height is computed by dividing the NAVD 88
 LX0952.geopotential number by the normal gravity value computed on the
 LX0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0952.degrees latitude (g = 980.6199 gals.).
 LX0952
 LX0952.The modeled gravity was interpolated from observed gravity values.
 LX0952
 LX0952;                    North         East    Units  Estimated Accuracy
 LX0952;SPC CT       -   215,140.      245,940.      MT  (+/- 180 meters Scaled)
 LX0952
 LX0952                          SUPERSEDED SURVEY CONTROL
 LX0952
 LX0952  NGVD 29 (??/??/92)  115.330  (m)          378.38   (f) ADJ UNCH    2 0
 LX0952
 LX0952.Superseded values are not recommended for survey control.
 LX0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0952.See file dsdata.txt to determine how the superseded data were derived.
 LX0952
 LX0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL292838(NAD 83)
 LX0952_MARKER: DD = SURVEY DISK
 LX0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0952_STAMPING: NO 26
 LX0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0952+STABILITY: SURFACE MOTION
 LX0952
 LX0952  HISTORY     - Date     Condition        Report By
 LX0952  HISTORY     - UNK      MONUMENTED       CTGS
 LX0952  HISTORY     - 1959     MARK NOT FOUND   NGS
 LX0952  HISTORY     - 1983     GOOD             NGS
 LX0952
 LX0952                          STATION DESCRIPTION
 LX0952
 LX0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0952'AT DANBURY.
 LX0952'AT DANBURY, FAIRFIELD COUNTY, AT THE INTERSECTION OF MAIN AND
 LX0952'WHITE STREETS, 52 FEET EAST OF THE CENTER LINE OF MAIN STREET,
 LX0952'30 FEET SOUTH OF THE CENTER LINE OF WHITE STREET, IN THE SIDEWALK
 LX0952'OPPOSITE A DRUG STORE, 3.5 FEET SOUTH OF THE CURB LINE, 1 INCH
 LX0952'BELOW THE SIDEWALK, AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.
 LX0952'A STATE SURVEY STANDARD DISK, STAMPED NO. 26 AND SET IN THE TOP
 LX0952'OF A CONCRETE POST.  NOTE-- BENCH MARK MAY POSSIBLY BE UNDER A
 LX0952'STEEL PLATE (SQUARE IN SHAPE), FLUSH WITH THE SIDEWALK, NEAR
 LX0952'FEINSONS STORE.  REPORTED BY C.H. OBER.
 LX0952
 LX0952                          STATION RECOVERY (1983)
 LX0952
 LX0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0645 ***********************************************************************
 LX0645  DESIGNATION -  26 CU
 LX0645  PID         -  LX0645
 LX0645  STATE/COUNTY-  CT/LITCHFIELD
 LX0645  USGS QUAD   -  TORRINGTON (1984)
 LX0645
 LX0645                         *CURRENT SURVEY CONTROL
 LX0645  ___________________________________________________________________
 LX0645* NAD 83(1986)-  41 47 43.     (N)    073 07 27.     (W)     SCALED    
 LX0645* NAVD 88     -       177.177  (meters)     581.29   (feet)  ADJUSTED  
 LX0645  ___________________________________________________________________
 LX0645  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX0645  DYNAMIC HT  -         177.118 (meters)     581.09  (feet)  COMP
 LX0645  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 LX0645
 LX0645  VERT ORDER  -  FIRST     CLASS II
 LX0645
 LX0645.The horizontal coordinates were scaled from a topographic map and have
 LX0645.an estimated accuracy of +/- 6 seconds.
 LX0645
 LX0645.The orthometric height was determined by differential leveling
 LX0645.and adjusted by the National Geodetic Survey in June 1991..
 LX0645
 LX0645.The geoid height was determined by GEOID03.
 LX0645
 LX0645.The dynamic height is computed by dividing the NAVD 88
 LX0645.geopotential number by the normal gravity value computed on the
 LX0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0645.degrees latitude (g = 980.6199 gals.).
 LX0645
 LX0645.The modeled gravity was interpolated from observed gravity values.
 LX0645
 LX0645;                    North         East    Units  Estimated Accuracy
 LX0645;SPC CT       -   259,300.      273,700.      MT  (+/- 180 meters Scaled)
 LX0645
 LX0645                          SUPERSEDED SURVEY CONTROL
 LX0645
 LX0645  NGVD 29 (??/??/92)  177.422  (m)          582.09   (f) ADJ UNCH    1 2
 LX0645
 LX0645.Superseded values are not recommended for survey control.
 LX0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0645.See file dsdata.txt to determine how the superseded data were derived.
 LX0645
 LX0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM558287(NAD 83)
 LX0645_MARKER: DD = SURVEY DISK
 LX0645_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0645+WITH SETTING: PAVEMENT
 LX0645_STAMPING: 26
 LX0645_MARK LOGO: CU    
 LX0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0645+STABILITY: SURFACE MOTION
 LX0645
 LX0645  HISTORY     - Date     Condition        Report By
 LX0645  HISTORY     - UNK      MONUMENTED       CU
 LX0645  HISTORY     - 1925     GOOD             NGS
 LX0645  HISTORY     - 1936     GOOD             LOCSUR
 LX0645  HISTORY     - 1985     GOOD             NGS
 LX0645
 LX0645                          STATION DESCRIPTION
 LX0645
 LX0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 LX0645'AT TORRINGTON.
 LX0645'AT TORRINGTON, LITCHFIELD COUNTY, JUST SOUTH OF THE LITCHFIELD
 LX0645'STREET CROSSING OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0645'AT THE WAREHOUSE OF THE PICKETT GROCERY CO., AT THE ENTRANCE
 LX0645'TO THE OFFICE, IN THE SOUTH END OF THE CONCRETE DOORSTEP.  A CAMP
 LX0645'COLUMBIA STANDARD DISK, STAMPED 26.  NOTE-- THE PICKETT GROCERY
 LX0645'CO. NO LONGER OWNS THE WAREHOUSE.  IT BELONGS TO W.T. REYNOLDS
 LX0645'AND CO., INC.
 LX0645
 LX0645                          STATION RECOVERY (1936)
 LX0645
 LX0645'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1936
 LX0645'RECOVERED IN GOOD CONDITION.
 LX0645
 LX0645                          STATION RECOVERY (1985)
 LX0645
 LX0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0645'RECOVERED IN GOOD CONDITION.  BUILDING NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1074 ***********************************************************************
 LW1074  DESIGNATION -  260
 LW1074  PID         -  LW1074
 LW1074  STATE/COUNTY-  CT/WINDHAM
 LW1074  USGS QUAD   -  DANIELSON (1970)
 LW1074
 LW1074                         *CURRENT SURVEY CONTROL
 LW1074  ___________________________________________________________________
 LW1074* NAD 83(1986)-  41 50 40.     (N)    071 52 58.     (W)     SCALED    
 LW1074* NAVD 88     -        78.992  (meters)     259.16   (feet)  ADJUSTED  
 LW1074  ___________________________________________________________________
 LW1074  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW1074  DYNAMIC HT  -          78.965 (meters)     259.07  (feet)  COMP
 LW1074  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LW1074
 LW1074  VERT ORDER  -  SECOND    CLASS 0
 LW1074
 LW1074.The horizontal coordinates were scaled from a topographic map and have
 LW1074.an estimated accuracy of +/- 6 seconds.
 LW1074
 LW1074.The orthometric height was determined by differential leveling
 LW1074.and adjusted by the National Geodetic Survey in June 1991..
 LW1074
 LW1074.The geoid height was determined by GEOID03.
 LW1074
 LW1074.The dynamic height is computed by dividing the NAVD 88
 LW1074.geopotential number by the normal gravity value computed on the
 LW1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1074.degrees latitude (g = 980.6199 gals.).
 LW1074
 LW1074.The modeled gravity was interpolated from observed gravity values.
 LW1074
 LW1074;                    North         East    Units  Estimated Accuracy
 LW1074;SPC CT       -   265,060.      376,820.      MT  (+/- 180 meters Scaled)
 LW1074
 LW1074                          SUPERSEDED SURVEY CONTROL
 LW1074
 LW1074  NGVD 29 (??/??/92)   79.235  (m)          259.96   (f) ADJ UNCH    2 0
 LW1074
 LW1074.Superseded values are not recommended for survey control.
 LW1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1074.See file dsdata.txt to determine how the superseded data were derived.
 LW1074
 LW1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG606365(NAD 83)
 LW1074_MARKER: DD = SURVEY DISK
 LW1074_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LW1074_SP_SET: UNSPECIFIED ROCK
 LW1074_STAMPING: 260
 LW1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1074
 LW1074  HISTORY     - Date     Condition        Report By
 LW1074  HISTORY     - UNK      MONUMENTED       USGS
 LW1074  HISTORY     - 1958     GOOD             NGS
 LW1074  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1074  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1074
 LW1074                          STATION DESCRIPTION
 LW1074
 LW1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LW1074'0.2 MI E FROM DAYVILLE.
 LW1074'0.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 LW1074'DAYVILLE, SET IN THE TOP OF A ROCK FLUSH WITH THE GROUND, 1/2
 LW1074'FOOT SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED SCHOOL
 LW1074'BUILDING, 150 FEET NORTH OF THE CENTERLINE OF HIGHWAY 101, ABOUT
 LW1074'8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1074
 LW1074                          STATION RECOVERY (1988)
 LW1074
 LW1074'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1074'MARK NOT FOUND.
 LW1074
 LW1074                          STATION RECOVERY (1990)
 LW1074
 LW1074'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3080 ***********************************************************************
 LX3080  DESIGNATION -  260
 LX3080  PID         -  LX3080
 LX3080  STATE/COUNTY-  CT/MIDDLESEX
 LX3080  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3080
 LX3080                         *CURRENT SURVEY CONTROL
 LX3080  ___________________________________________________________________
 LX3080* NAD 83(1986)-  41 34 12.     (N)    072 31 39.     (W)     SCALED    
 LX3080* NAVD 88     -       128.544  (meters)     421.73   (feet)  ADJUSTED  
 LX3080  ___________________________________________________________________
 LX3080  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3080  DYNAMIC HT  -         128.500 (meters)     421.59  (feet)  COMP
 LX3080  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LX3080
 LX3080  VERT ORDER  -  FIRST     CLASS II
 LX3080
 LX3080.The horizontal coordinates were scaled from a topographic map and have
 LX3080.an estimated accuracy of +/- 6 seconds.
 LX3080
 LX3080.The orthometric height was determined by differential leveling
 LX3080.and adjusted by the National Geodetic Survey in June 1991..
 LX3080
 LX3080.The geoid height was determined by GEOID03.
 LX3080
 LX3080.The dynamic height is computed by dividing the NAVD 88
 LX3080.geopotential number by the normal gravity value computed on the
 LX3080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3080.degrees latitude (g = 980.6199 gals.).
 LX3080
 LX3080.The modeled gravity was interpolated from observed gravity values.
 LX3080
 LX3080;                    North         East    Units  Estimated Accuracy
 LX3080;SPC CT       -   234,240.      323,360.      MT  (+/- 180 meters Scaled)
 LX3080
 LX3080                          SUPERSEDED SURVEY CONTROL
 LX3080
 LX3080.No superseded survey control is available for this station.
 LX3080
 LX3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM061049(NAD 83)
 LX3080_MARKER: DD = SURVEY DISK
 LX3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3080_SP_SET: CONCRETE POST
 LX3080_STAMPING: 260
 LX3080_MARK LOGO: CTGS  
 LX3080_PROJECTION: FLUSH
 LX3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3080+STABILITY: SURFACE MOTION
 LX3080
 LX3080  HISTORY     - Date     Condition        Report By
 LX3080  HISTORY     - 1934     MONUMENTED       CTGS
 LX3080  HISTORY     - 1986     GOOD             NGS
 LX3080
 LX3080                          STATION DESCRIPTION
 LX3080
 LX3080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3080'2.5 KM (1.55 MI) WEST FROM EAST HAMPTON.
 LX3080'2.5 KM (1.55 MI) WEST ALONG STATE HIGHWAY 66 FROM THE TOWN HALL IN
 LX3080'EAST HAMPTON TO THE MARK ON THE LEFT, 8.3 METERS (27.4 FT) SOUTH OF
 LX3080'THE CENTERLINE OF THE HIGHWAY, 16.4 METERS (54.0 FT) WEST OF THE
 LX3080'CENTER OF A DRIVEWAY, 12.8 METERS (42.2 FT) SOUTHWEST OF THE CENTER OF
 LX3080'A CATCH BASIN, 6.0 METERS (19.7 FT) WEST OF AN 18-INCH OAK TREE, 2.6
 LX3080'METERS (8.6 FT) SOUTHEAST OF POWER POLE NO. 61.
 LX3080'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2593 ***********************************************************************
 LX2593  DESIGNATION -  260 W
 LX2593  PID         -  LX2593
 LX2593  STATE/COUNTY-  CT/LITCHFIELD
 LX2593  USGS QUAD   -  NEW MILFORD (1984)
 LX2593
 LX2593                         *CURRENT SURVEY CONTROL
 LX2593  ___________________________________________________________________
 LX2593* NAD 83(1986)-  41 34 38.     (N)    073 24 40.     (W)     SCALED    
 LX2593* NAVD 88     -        79.053  (meters)     259.36   (feet)  ADJUSTED  
 LX2593  ___________________________________________________________________
 LX2593  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX2593  DYNAMIC HT  -          79.027 (meters)     259.27  (feet)  COMP
 LX2593  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LX2593
 LX2593  VERT ORDER  -  FIRST     CLASS II
 LX2593
 LX2593.The horizontal coordinates were scaled from a topographic map and have
 LX2593.an estimated accuracy of +/- 6 seconds.
 LX2593
 LX2593.The orthometric height was determined by differential leveling
 LX2593.and adjusted by the National Geodetic Survey in June 1991..
 LX2593
 LX2593.The geoid height was determined by GEOID03.
 LX2593
 LX2593.The dynamic height is computed by dividing the NAVD 88
 LX2593.geopotential number by the normal gravity value computed on the
 LX2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2593.degrees latitude (g = 980.6199 gals.).
 LX2593
 LX2593.The modeled gravity was interpolated from observed gravity values.
 LX2593
 LX2593;                    North         East    Units  Estimated Accuracy
 LX2593;SPC CT       -   235,230.      249,670.      MT  (+/- 180 meters Scaled)
 LX2593
 LX2593                          SUPERSEDED SURVEY CONTROL
 LX2593
 LX2593.No superseded survey control is available for this station.
 LX2593
 LX2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM324040(NAD 83)
 LX2593_MARKER: DD = SURVEY DISK
 LX2593_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2593+WITH SETTING: PAVEMENT
 LX2593_SP_SET: STEPS
 LX2593_STAMPING: 260 W 1922
 LX2593_MARK LOGO: USGS  
 LX2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2593+STABILITY: SURFACE MOTION
 LX2593
 LX2593  HISTORY     - Date     Condition        Report By
 LX2593  HISTORY     - 1922     MONUMENTED       USGS
 LX2593  HISTORY     - 1985     GOOD             NGS
 LX2593
 LX2593                          STATION DESCRIPTION
 LX2593
 LX2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2593'IN NEW MILFORD.
 LX2593'IN NEW MILFORD, AT THE CORNER OF BANK STREET AND NORTH MAIN STREET, AT
 LX2593'THE FRONT ENTRANCE TO THE UNITED BANK BUILDING, IN THE NORTH END OF
 LX2593'THE TOP STEP. NOTE--THIS PARTY COULD NOT FIND 32 STAMPED IN THE DISK
 LX2593'AS REPORTED BY THE CTGS DESCRIPTION.
 LX2593'THE MARK IS 0.60 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3143 ***********************************************************************
 LX3143  DESIGNATION -  2606 X
 LX3143  PID         -  LX3143
 LX3143  STATE/COUNTY-  CT/HARTFORD
 LX3143  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3143
 LX3143                         *CURRENT SURVEY CONTROL
 LX3143  ___________________________________________________________________
 LX3143* NAD 83(1986)-  41 42 43.     (N)    072 39 50.     (W)     SCALED    
 LX3143* NAVD 88     -        12.929  (meters)      42.42   (feet)  ADJUSTED  
 LX3143  ___________________________________________________________________
 LX3143  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX3143  DYNAMIC HT  -          12.925 (meters)      42.40  (feet)  COMP
 LX3143  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 LX3143
 LX3143  VERT ORDER  -  FIRST     CLASS II
 LX3143
 LX3143.The horizontal coordinates were scaled from a topographic map and have
 LX3143.an estimated accuracy of +/- 6 seconds.
 LX3143
 LX3143.The orthometric height was determined by differential leveling
 LX3143.and adjusted by the National Geodetic Survey in June 1991..
 LX3143
 LX3143.The geoid height was determined by GEOID03.
 LX3143
 LX3143.The dynamic height is computed by dividing the NAVD 88
 LX3143.geopotential number by the normal gravity value computed on the
 LX3143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3143.degrees latitude (g = 980.6199 gals.).
 LX3143
 LX3143.The modeled gravity was interpolated from observed gravity values.
 LX3143
 LX3143;                    North         East    Units  Estimated Accuracy
 LX3143;SPC CT       -   249,980.      311,970.      MT  (+/- 180 meters Scaled)
 LX3143
 LX3143                          SUPERSEDED SURVEY CONTROL
 LX3143
 LX3143.No superseded survey control is available for this station.
 LX3143
 LX3143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM943204(NAD 83)
 LX3143_MARKER: DD = SURVEY DISK
 LX3143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3143_SP_SET: CONCRETE POST
 LX3143_STAMPING: 2606 X
 LX3143_MARK LOGO: CTGS  
 LX3143_PROJECTION: RECESSED 5 CENTIMETERS
 LX3143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3143+STABILITY: SURFACE MOTION
 LX3143
 LX3143  HISTORY     - Date     Condition        Report By
 LX3143  HISTORY     - 1962     MONUMENTED       CTGS
 LX3143  HISTORY     - 1986     GOOD             NGS
 LX3143
 LX3143                          STATION DESCRIPTION
 LX3143
 LX3143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3143'IN WETHERSFIELD.
 LX3143'MARK IS LOCATED IN WETHERSFIELD ALONG SILAS DEANE HIGHWAY (HIGHWAY 99)
 LX3143'AT THE INTERSECTION OF CHURCH STREET.  IT IS 12.4 METERS (41.0 FT)
 LX3143'WEST OF THE CENTERLINE OF SILAS DEANE HIGHWAY, 14.4 METERS (47.5 FT)
 LX3143'SOUTH OF THE CENTERLINE OF CHURCH STREET, 3.9 METERS (1.3 FT) EAST
 LX3143'OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK AND 2.4 METERS (8.0 FT)
 LX3143'WEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3142 ***********************************************************************
 LX3142  DESIGNATION -  2607
 LX3142  PID         -  LX3142
 LX3142  STATE/COUNTY-  CT/HARTFORD
 LX3142  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3142
 LX3142                         *CURRENT SURVEY CONTROL
 LX3142  ___________________________________________________________________
 LX3142* NAD 83(1986)-  41 43 00.     (N)    072 39 56.     (W)     SCALED    
 LX3142* NAVD 88     -        11.162  (meters)      36.62   (feet)  ADJUSTED  
 LX3142  ___________________________________________________________________
 LX3142  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX3142  DYNAMIC HT  -          11.159 (meters)      36.61  (feet)  COMP
 LX3142  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 LX3142
 LX3142  VERT ORDER  -  FIRST     CLASS II
 LX3142
 LX3142.The horizontal coordinates were scaled from a topographic map and have
 LX3142.an estimated accuracy of +/- 6 seconds.
 LX3142
 LX3142.The orthometric height was determined by differential leveling
 LX3142.and adjusted by the National Geodetic Survey in June 1991..
 LX3142
 LX3142.The geoid height was determined by GEOID03.
 LX3142
 LX3142.The dynamic height is computed by dividing the NAVD 88
 LX3142.geopotential number by the normal gravity value computed on the
 LX3142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3142.degrees latitude (g = 980.6199 gals.).
 LX3142
 LX3142.The modeled gravity was interpolated from observed gravity values.
 LX3142
 LX3142;                    North         East    Units  Estimated Accuracy
 LX3142;SPC CT       -   250,510.      311,830.      MT  (+/- 180 meters Scaled)
 LX3142
 LX3142                          SUPERSEDED SURVEY CONTROL
 LX3142
 LX3142.No superseded survey control is available for this station.
 LX3142
 LX3142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM941209(NAD 83)
 LX3142_MARKER: DD = SURVEY DISK
 LX3142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3142_SP_SET: CONCRETE POST
 LX3142_STAMPING: 2607
 LX3142_MARK LOGO: CTGS  
 LX3142_PROJECTION: RECESSED 3 CENTIMETERS
 LX3142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3142+STABILITY: SURFACE MOTION
 LX3142
 LX3142  HISTORY     - Date     Condition        Report By
 LX3142  HISTORY     - UNK      MONUMENTED       CTGS
 LX3142  HISTORY     - 1986     GOOD             NGS
 LX3142
 LX3142                          STATION DESCRIPTION
 LX3142
 LX3142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3142'IN WETHERSFIELD.
 LX3142'MARK IS LOCATED IN WETHERSFIELD ALONG SILAS DEANE HIGHWAY (HIGHWAY 99)
 LX3142'AT THE INTERSECTION OF SILAS DEANE HIGHWAY AND NOTT STREET.  IT IS
 LX3142'13.1 METERS (43.0 FT) EAST OF THE CENTERLINE OF SILAS DEANE
 LX3142'HIGHWAY, 9.9 METERS (32.7 FT) NORTH OF THE CENTERLINE OF NOTT
 LX3142'STREET, 0.88 METERS (2.9 FT) WEST OF THE WEST EDGE OF A NORTH-SOUTH
 LX3142'SIDEWALK, 0.85 METERS (2.8 FT) NORTH OF THE NORTH EDGE OF AN
 LX3142'EAST-WEST SIDEWALK AND 0.54 METERS (1.8 FT) NORTHWEST OF THE
 LX3142'NORTHWEST CORNER OF A SIGNAL FOR CROSSING STREET.
 LX3142'THE MARK IS 0.18 M ABOVE SILAS DEANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2775 ***********************************************************************
 LX2775  DESIGNATION -  2612
 LX2775  PID         -  LX2775
 LX2775  STATE/COUNTY-  CT/HARTFORD
 LX2775  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX2775
 LX2775                         *CURRENT SURVEY CONTROL
 LX2775  ___________________________________________________________________
 LX2775* NAD 83(1986)-  41 43 56.     (N)    072 44 11.     (W)     SCALED    
 LX2775* NAVD 88     -        26.788  (meters)      87.89   (feet)  ADJUSTED  
 LX2775  ___________________________________________________________________
 LX2775  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2775  DYNAMIC HT  -          26.780 (meters)      87.86  (feet)  COMP
 LX2775  MODELED GRAV-     980,329.2   (mgal)                       NAVD 88
 LX2775
 LX2775  VERT ORDER  -  FIRST     CLASS II
 LX2775
 LX2775.The horizontal coordinates were scaled from a topographic map and have
 LX2775.an estimated accuracy of +/- 6 seconds.
 LX2775
 LX2775.The orthometric height was determined by differential leveling
 LX2775.and adjusted by the National Geodetic Survey in June 1991..
 LX2775
 LX2775.The geoid height was determined by GEOID03.
 LX2775
 LX2775.The dynamic height is computed by dividing the NAVD 88
 LX2775.geopotential number by the normal gravity value computed on the
 LX2775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2775.degrees latitude (g = 980.6199 gals.).
 LX2775
 LX2775.The modeled gravity was interpolated from observed gravity values.
 LX2775
 LX2775;                    North         East    Units  Estimated Accuracy
 LX2775;SPC CT       -   252,230.      305,930.      MT  (+/- 180 meters Scaled)
 LX2775
 LX2775                          SUPERSEDED SURVEY CONTROL
 LX2775
 LX2775.No superseded survey control is available for this station.
 LX2775
 LX2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM882225(NAD 83)
 LX2775_MARKER: DD = SURVEY DISK
 LX2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2775_SP_SET: CONCRETE POST
 LX2775_STAMPING: 2612
 LX2775_MARK LOGO: CTGS  
 LX2775_PROJECTION: RECESSED 5 CENTIMETERS
 LX2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2775+STABILITY: SURFACE MOTION
 LX2775
 LX2775  HISTORY     - Date     Condition        Report By
 LX2775  HISTORY     - UNK      MONUMENTED       CTGS
 LX2775  HISTORY     - 1985     GOOD             NGS
 LX2775
 LX2775                          STATION DESCRIPTION
 LX2775
 LX2775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2775'IN WEST HARTFORD.
 LX2775'IN WEST HARTFORD, 0.55 KM (0.35 MI) NORTHEAST ALONG STATE HIGHWAY 173
 LX2775'(NEW BRITAIN AVENUE) FROM THE INTERSECTION OF SOUTH MAIN STREET TO THE
 LX2775'JUNCTION OF CORTLAND STREET AND THE MARK ON THE RIGHT, BETWEEN THE
 LX2775'CURB AND SIDEWALK, NEAR THE WEST RANGE OF A TWO-STORY FRAME HOUSE
 LX2775'NUMBER 1175, 5.42 METERS (17.8 FT) SOUTH OF THE CENTER LINE OF THE
 LX2775'EASTBOUND LANES OF THE HIGHWAY, 14.02 METERS (46.0 FT) WEST OF THE
 LX2775'EXTENDED CENTER OF CORTLAND STREET, 12.19 METERS (40.0 FT) EAST OF
 LX2775'UTILITY POLE NUMBER 408 WITH A STREET LAMP.
 LX2775'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1693 ***********************************************************************
 LW1693  DESIGNATION -  2626 CTGS
 LW1693  PID         -  LW1693
 LW1693  STATE/COUNTY-  CT/WINDHAM
 LW1693  USGS QUAD   -  DANIELSON (1970)
 LW1693
 LW1693                         *CURRENT SURVEY CONTROL
 LW1693  ___________________________________________________________________
 LW1693* NAD 83(1986)-  41 48 50.     (N)    071 52 35.     (W)     SCALED    
 LW1693* NAVD 88     -        85.218  (meters)     279.59   (feet)  ADJUSTED  
 LW1693  ___________________________________________________________________
 LW1693  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW1693  DYNAMIC HT  -          85.189 (meters)     279.49  (feet)  COMP
 LW1693  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LW1693
 LW1693  VERT ORDER  -  FIRST     CLASS II
 LW1693
 LW1693.The horizontal coordinates were scaled from a topographic map and have
 LW1693.an estimated accuracy of +/- 6 seconds.
 LW1693
 LW1693.The orthometric height was determined by differential leveling
 LW1693.and adjusted by the National Geodetic Survey in June 1991..
 LW1693
 LW1693.The geoid height was determined by GEOID03.
 LW1693
 LW1693.The dynamic height is computed by dividing the NAVD 88
 LW1693.geopotential number by the normal gravity value computed on the
 LW1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1693.degrees latitude (g = 980.6199 gals.).
 LW1693
 LW1693.The modeled gravity was interpolated from observed gravity values.
 LW1693
 LW1693;                    North         East    Units  Estimated Accuracy
 LW1693;SPC CT       -   261,670.      377,390.      MT  (+/- 180 meters Scaled)
 LW1693
 LW1693                          SUPERSEDED SURVEY CONTROL
 LW1693
 LW1693.No superseded survey control is available for this station.
 LW1693
 LW1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG610331(NAD 83)
 LW1693_MARKER: DD = SURVEY DISK
 LW1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1693_SP_SET: CONCRETE POST
 LW1693_STAMPING: 2626
 LW1693_MARK LOGO: CTGS  
 LW1693_PROJECTION: RECESSED 5 CENTIMETERS
 LW1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1693+STABILITY: SURFACE MOTION
 LW1693
 LW1693  HISTORY     - Date     Condition        Report By
 LW1693  HISTORY     - UNK      MONUMENTED       CTGS
 LW1693  HISTORY     - 1984     GOOD             NGS
 LW1693  HISTORY     - 19961207 GOOD             USPSQD
 LW1693
 LW1693                          STATION DESCRIPTION
 LW1693
 LW1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1693'1.4 KM (0.9 MI) NORTH FROM DANIELSON.
 LW1693'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 LW1693'DANIELSON TO THE MARK ON THE RIGHT, ALSO 2.9 KM (1.85 MI) SOUTH ALONG
 LW1693'HIGHWAY 12 FROM THE JUNCTION OF STATE HIGHWAY 101 IN DAYVILLE,
 LW1693'7.16 METERS (23.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.77
 LW1693'METERS (41.9 FT) WEST OF THE WEST CORNER OF HOUSE 255, 5.33 METERS
 LW1693'(17.5 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A STONE RETAINING
 LW1693'WALL AROUND THE FRONT LAWN OF HOUSE 255.
 LW1693'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LW1693'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1693
 LW1693                          STATION RECOVERY (1996)
 LW1693
 LW1693'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1692 ***********************************************************************
 LW1692  DESIGNATION -  2628 CTGS
 LW1692  PID         -  LW1692
 LW1692  STATE/COUNTY-  CT/WINDHAM
 LW1692  USGS QUAD   -  DANIELSON (1970)
 LW1692
 LW1692                         *CURRENT SURVEY CONTROL
 LW1692  ___________________________________________________________________
 LW1692* NAD 83(1986)-  41 49 43.     (N)    071 52 39.     (W)     SCALED    
 LW1692* NAVD 88     -        79.788  (meters)     261.77   (feet)  ADJUSTED  
 LW1692  ___________________________________________________________________
 LW1692  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LW1692  DYNAMIC HT  -          79.761 (meters)     261.68  (feet)  COMP
 LW1692  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1692
 LW1692  VERT ORDER  -  FIRST     CLASS II
 LW1692
 LW1692.The horizontal coordinates were scaled from a topographic map and have
 LW1692.an estimated accuracy of +/- 6 seconds.
 LW1692
 LW1692.The orthometric height was determined by differential leveling
 LW1692.and adjusted by the National Geodetic Survey in June 1991..
 LW1692
 LW1692.The geoid height was determined by GEOID03.
 LW1692
 LW1692.The dynamic height is computed by dividing the NAVD 88
 LW1692.geopotential number by the normal gravity value computed on the
 LW1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1692.degrees latitude (g = 980.6199 gals.).
 LW1692
 LW1692.The modeled gravity was interpolated from observed gravity values.
 LW1692
 LW1692;                    North         East    Units  Estimated Accuracy
 LW1692;SPC CT       -   263,300.      377,280.      MT  (+/- 180 meters Scaled)
 LW1692
 LW1692                          SUPERSEDED SURVEY CONTROL
 LW1692
 LW1692.No superseded survey control is available for this station.
 LW1692
 LW1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG610347(NAD 83)
 LW1692_MARKER: DD = SURVEY DISK
 LW1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1692_SP_SET: CONCRETE POST
 LW1692_STAMPING: 2628
 LW1692_MARK LOGO: CTGS  
 LW1692_PROJECTION: RECESSED 5 CENTIMETERS
 LW1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1692+STABILITY: SURFACE MOTION
 LW1692
 LW1692  HISTORY     - Date     Condition        Report By
 LW1692  HISTORY     - UNK      MONUMENTED       CTGS
 LW1692  HISTORY     - 1984     GOOD             NGS
 LW1692  HISTORY     - 1985     GOOD             NGS
 LW1692  HISTORY     - 19961207 GOOD             USPSQD
 LW1692
 LW1692                          STATION DESCRIPTION
 LW1692
 LW1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1692'1.4 KM (0.85 MI) SOUTH FROM DAYVILLE.
 LW1692'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1692'STATE HIGHWAY 101 IN DAYVILLE TO THE MARK ON THE LEFT, 5.63 METERS
 LW1692'(18.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.47 METERS (27.8 FT)
 LW1692'SOUTH-SOUTHWEST OF THE BOTTOM CONCRETE ENTRANCE STEP OF HOUSE 173,
 LW1692'10.60 EETERS (34.8 FT) EAST AND ACROSS THE HIGHWAY FROM POWER POLE 77.
 LW1692'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LW1692'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1692
 LW1692                          STATION RECOVERY (1985)
 LW1692
 LW1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1692'RECOVERED IN GOOD CONDITION.
 LW1692
 LW1692                          STATION RECOVERY (1996)
 LW1692
 LW1692'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1691 ***********************************************************************
 LW1691  DESIGNATION -  2629 CTGS
 LW1691  PID         -  LW1691
 LW1691  STATE/COUNTY-  CT/WINDHAM
 LW1691  USGS QUAD   -  DANIELSON (1970)
 LW1691
 LW1691                         *CURRENT SURVEY CONTROL
 LW1691  ___________________________________________________________________
 LW1691* NAD 83(1986)-  41 49 53.     (N)    071 52 35.     (W)     SCALED    
 LW1691* NAVD 88     -        75.468  (meters)     247.60   (feet)  ADJUSTED  
 LW1691  ___________________________________________________________________
 LW1691  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW1691  DYNAMIC HT  -          75.442 (meters)     247.51  (feet)  COMP
 LW1691  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1691
 LW1691  VERT ORDER  -  FIRST     CLASS II
 LW1691
 LW1691.The horizontal coordinates were scaled from a topographic map and have
 LW1691.an estimated accuracy of +/- 6 seconds.
 LW1691
 LW1691.The orthometric height was determined by differential leveling
 LW1691.and adjusted by the National Geodetic Survey in June 1991..
 LW1691
 LW1691.The geoid height was determined by GEOID03.
 LW1691
 LW1691.The dynamic height is computed by dividing the NAVD 88
 LW1691.geopotential number by the normal gravity value computed on the
 LW1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1691.degrees latitude (g = 980.6199 gals.).
 LW1691
 LW1691.The modeled gravity was interpolated from observed gravity values.
 LW1691
 LW1691;                    North         East    Units  Estimated Accuracy
 LW1691;SPC CT       -   263,610.      377,370.      MT  (+/- 180 meters Scaled)
 LW1691
 LW1691                          SUPERSEDED SURVEY CONTROL
 LW1691
 LW1691.No superseded survey control is available for this station.
 LW1691
 LW1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG611350(NAD 83)
 LW1691_MARKER: DD = SURVEY DISK
 LW1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1691_SP_SET: CONCRETE POST
 LW1691_STAMPING: 2629
 LW1691_MARK LOGO: CTGS  
 LW1691_PROJECTION: RECESSED 5 CENTIMETERS
 LW1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1691+STABILITY: SURFACE MOTION
 LW1691
 LW1691  HISTORY     - Date     Condition        Report By
 LW1691  HISTORY     - UNK      MONUMENTED       CTGS
 LW1691  HISTORY     - 1984     GOOD             NGS
 LW1691  HISTORY     - 1985     GOOD             NGS
 LW1691  HISTORY     - 19961207 GOOD             USPSQD
 LW1691
 LW1691                          STATION DESCRIPTION
 LW1691
 LW1691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1691'1.1 KM (0.65 MI) SOUTH FROM DAYVILLE.
 LW1691'1.1 KM (0.65 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1691'STATE HIGHWAY 101 IN DAYVILLE TO THE MARK ON THE LEFT, 6.70 METERS
 LW1691'(22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.10 METERS
 LW1691'(43.0 FT) SOUTH OF THE SOUTH END OF THE EAST METAL GUARD RAIL OF THE
 LW1691'HIGHWAY BRIDGE OVER WHETSTONE BROOK, 1.06 METERS (3.5 FT) SOUTHEAST OF
 LW1691'POWER POLE 855.
 LW1691'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LW1691'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1691
 LW1691                          STATION RECOVERY (1985)
 LW1691
 LW1691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1691'RECOVERED IN GOOD CONDITION.
 LW1691
 LW1691                          STATION RECOVERY (1996)
 LW1691
 LW1691'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3022 ***********************************************************************
 LX3022  DESIGNATION -  2646 X
 LX3022  PID         -  LX3022
 LX3022  STATE/COUNTY-  CT/TOLLAND
 LX3022  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3022
 LX3022                         *CURRENT SURVEY CONTROL
 LX3022  ___________________________________________________________________
 LX3022* NAD 83(1986)-  41 52 52.     (N)    072 18 07.     (W)     SCALED    
 LX3022* NAVD 88     -       124.960  (meters)     409.97   (feet)  ADJUSTED  
 LX3022  ___________________________________________________________________
 LX3022  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX3022  DYNAMIC HT  -         124.919 (meters)     409.84  (feet)  COMP
 LX3022  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LX3022
 LX3022  VERT ORDER  -  FIRST     CLASS II
 LX3022
 LX3022.The horizontal coordinates were scaled from a topographic map and have
 LX3022.an estimated accuracy of +/- 6 seconds.
 LX3022
 LX3022.The orthometric height was determined by differential leveling
 LX3022.and adjusted by the National Geodetic Survey in June 1991..
 LX3022
 LX3022.The geoid height was determined by GEOID03.
 LX3022
 LX3022.The dynamic height is computed by dividing the NAVD 88
 LX3022.geopotential number by the normal gravity value computed on the
 LX3022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3022.degrees latitude (g = 980.6199 gals.).
 LX3022
 LX3022.The modeled gravity was interpolated from observed gravity values.
 LX3022
 LX3022;                    North         East    Units  Estimated Accuracy
 LX3022;SPC CT       -   268,860.      341,990.      MT  (+/- 180 meters Scaled)
 LX3022
 LX3022                          SUPERSEDED SURVEY CONTROL
 LX3022
 LX3022.No superseded survey control is available for this station.
 LX3022
 LX3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM238400(NAD 83)
 LX3022_MARKER: DD = SURVEY DISK
 LX3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3022_SP_SET: CONCRETE POST
 LX3022_STAMPING: 2646X
 LX3022_MARK LOGO: CTGS  
 LX3022_PROJECTION: RECESSED 5 CENTIMETERS
 LX3022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3022+STABILITY: SURFACE MOTION
 LX3022
 LX3022  HISTORY     - Date     Condition        Report By
 LX3022  HISTORY     - UNK      MONUMENTED       CTGS
 LX3022  HISTORY     - 1986     GOOD             NGS
 LX3022
 LX3022                          STATION DESCRIPTION
 LX3022
 LX3022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3022'IN WEST WILLINGTON.
 LX3022'IN WEST WILLINGTON, IN THE SOUTHEAST CORNER OF THE TRIANGULAR GRASSY
 LX3022'AREA FORMED BY THE JUNCTION OF STATE HIGHWAYS 32 AND 74, 6.10 METERS
 LX3022'(20.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 32, 12.80 METERS
 LX3022'(42.0 FT) SOUTH OF UTILITY POLE NO. 2065.
 LX3022'THE MARK IS ABOVE LEVEL WITH HIGHWAY 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3023 ***********************************************************************
 LX3023  DESIGNATION -  2648 X
 LX3023  PID         -  LX3023
 LX3023  STATE/COUNTY-  CT/TOLLAND
 LX3023  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3023
 LX3023                         *CURRENT SURVEY CONTROL
 LX3023  ___________________________________________________________________
 LX3023* NAD 83(1986)-  41 52 55.     (N)    072 17 54.     (W)     SCALED    
 LX3023* NAVD 88     -       151.415  (meters)     496.77   (feet)  ADJUSTED  
 LX3023  ___________________________________________________________________
 LX3023  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX3023  DYNAMIC HT  -         151.365 (meters)     496.60  (feet)  COMP
 LX3023  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LX3023
 LX3023  VERT ORDER  -  FIRST     CLASS II
 LX3023
 LX3023.The horizontal coordinates were scaled from a topographic map and have
 LX3023.an estimated accuracy of +/- 6 seconds.
 LX3023
 LX3023.The orthometric height was determined by differential leveling
 LX3023.and adjusted by the National Geodetic Survey in June 1991..
 LX3023
 LX3023.The geoid height was determined by GEOID03.
 LX3023
 LX3023.The dynamic height is computed by dividing the NAVD 88
 LX3023.geopotential number by the normal gravity value computed on the
 LX3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3023.degrees latitude (g = 980.6199 gals.).
 LX3023
 LX3023.The modeled gravity was interpolated from observed gravity values.
 LX3023
 LX3023;                    North         East    Units  Estimated Accuracy
 LX3023;SPC CT       -   268,960.      342,290.      MT  (+/- 180 meters Scaled)
 LX3023
 LX3023                          SUPERSEDED SURVEY CONTROL
 LX3023
 LX3023.No superseded survey control is available for this station.
 LX3023
 LX3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM241401(NAD 83)
 LX3023_MARKER: DD = SURVEY DISK
 LX3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3023_SP_SET: CONCRETE POST
 LX3023_STAMPING: 2648X
 LX3023_MARK LOGO: CTGS  
 LX3023_PROJECTION: PROJECTING 5 CENTIMETERS
 LX3023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3023+STABILITY: SURFACE MOTION
 LX3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3023+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX3023
 LX3023  HISTORY     - Date     Condition        Report By
 LX3023  HISTORY     - 1967     MONUMENTED       CTGS
 LX3023  HISTORY     - 1986     GOOD             NGS
 LX3023  HISTORY     - 20050409 GOOD             GEOCAC
 LX3023
 LX3023                          STATION DESCRIPTION
 LX3023
 LX3023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3023'0.3 KM (0.2 MI) EAST FROM WEST WULLINGTON.
 LX3023'0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF STATE
 LX3023'HIGHWAY 32 IN WEST WILLINGTON TO THE MARK ON THE RIGHT, 13.41 METERS
 LX3023'(44.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.02 METERS (26.3
 LX3023'FT) EAST OF UTILITY POLE NO. 462.
 LX3023'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3023'THE MARK IS 1.5 M ABOVE HIGHWAY.
 LX3023
 LX3023                          STATION RECOVERY (2005)
 LX3023
 LX3023'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2988 ***********************************************************************
 LX2988  DESIGNATION -  2653
 LX2988  PID         -  LX2988
 LX2988  STATE/COUNTY-  CT/WINDHAM
 LX2988  USGS QUAD   -  EASTFORD (1983)
 LX2988
 LX2988                         *CURRENT SURVEY CONTROL
 LX2988  ___________________________________________________________________
 LX2988* NAD 83(1986)-  41 52 36.     (N)    072 05 16.     (W)     SCALED    
 LX2988* NAVD 88     -       157.590  (meters)     517.03   (feet)  ADJUSTED  
 LX2988  ___________________________________________________________________
 LX2988  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2988  DYNAMIC HT  -         157.537 (meters)     516.85  (feet)  COMP
 LX2988  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 LX2988
 LX2988  VERT ORDER  -  FIRST     CLASS II
 LX2988
 LX2988.The horizontal coordinates were scaled from a topographic map and have
 LX2988.an estimated accuracy of +/- 6 seconds.
 LX2988
 LX2988.The orthometric height was determined by differential leveling
 LX2988.and adjusted by the National Geodetic Survey in June 1991..
 LX2988
 LX2988.The geoid height was determined by GEOID03.
 LX2988
 LX2988.The dynamic height is computed by dividing the NAVD 88
 LX2988.geopotential number by the normal gravity value computed on the
 LX2988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2988.degrees latitude (g = 980.6199 gals.).
 LX2988
 LX2988.The modeled gravity was interpolated from observed gravity values.
 LX2988
 LX2988;                    North         East    Units  Estimated Accuracy
 LX2988;SPC CT       -   268,490.      359,770.      MT  (+/- 180 meters Scaled)
 LX2988
 LX2988                          SUPERSEDED SURVEY CONTROL
 LX2988
 LX2988.No superseded survey control is available for this station.
 LX2988
 LX2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM416401(NAD 83)
 LX2988_MARKER: DD = SURVEY DISK
 LX2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2988_SP_SET: CONCRETE POST
 LX2988_STAMPING: 2653
 LX2988_MARK LOGO: CTGS  
 LX2988_PROJECTION: PROJECTING 40 CENTIMETERS
 LX2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2988+STABILITY: SURFACE MOTION
 LX2988
 LX2988  HISTORY     - Date     Condition        Report By
 LX2988  HISTORY     - 1939     MONUMENTED       CTGS
 LX2988  HISTORY     - 1986     GOOD             NGS
 LX2988
 LX2988                          STATION DESCRIPTION
 LX2988
 LX2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2988'0.2 KM (0.1 MI) WEST FROM PHOENIXVILLE.
 LX2988'0.2 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2988'HIGHWAY 198 IN PHOENIXVILLE TO THE MARK ON THE LEFT, 9.45 METERS
 LX2988'(31.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.57 METERS (15.0
 LX2988'FT) EAST OF A DRIVEWAY TO A COMBINATION WOOD AND ROCK HOUSE, 2.04
 LX2988'METERS (6.7 FT) SOUTH OF UTILITY POLE NUMBER 874.
 LX2988'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1801 ***********************************************************************
 LW1801  DESIGNATION -  2665
 LW1801  PID         -  LW1801
 LW1801  STATE/COUNTY-  CT/WINDHAM
 LW1801  USGS QUAD   -  PUTNAM (1970)
 LW1801
 LW1801                         *CURRENT SURVEY CONTROL
 LW1801  ___________________________________________________________________
 LW1801* NAD 83(1986)-  41 52 48.     (N)    071 58 30.     (W)     SCALED    
 LW1801* NAVD 88     -       148.675  (meters)     487.78   (feet)  ADJUSTED  
 LW1801  ___________________________________________________________________
 LW1801  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LW1801  DYNAMIC HT  -         148.624 (meters)     487.61  (feet)  COMP
 LW1801  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LW1801
 LW1801  VERT ORDER  -  FIRST     CLASS II
 LW1801
 LW1801.The horizontal coordinates were scaled from a topographic map and have
 LW1801.an estimated accuracy of +/- 6 seconds.
 LW1801
 LW1801.The orthometric height was determined by differential leveling
 LW1801.and adjusted by the National Geodetic Survey in June 1991..
 LW1801
 LW1801.The geoid height was determined by GEOID03.
 LW1801
 LW1801.The dynamic height is computed by dividing the NAVD 88
 LW1801.geopotential number by the normal gravity value computed on the
 LW1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1801.degrees latitude (g = 980.6199 gals.).
 LW1801
 LW1801.The modeled gravity was interpolated from observed gravity values.
 LW1801
 LW1801;                    North         East    Units  Estimated Accuracy
 LW1801;SPC CT       -   268,930.      369,130.      MT  (+/- 180 meters Scaled)
 LW1801
 LW1801                          SUPERSEDED SURVEY CONTROL
 LW1801
 LW1801.No superseded survey control is available for this station.
 LW1801
 LW1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG531407(NAD 83)
 LW1801_MARKER: DD = SURVEY DISK
 LW1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1801_SP_SET: CONCRETE POST
 LW1801_STAMPING: 2665
 LW1801_MARK LOGO: CTGS  
 LW1801_PROJECTION: RECESSED 10 CENTIMETERS
 LW1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1801+STABILITY: SURFACE MOTION
 LW1801
 LW1801  HISTORY     - Date     Condition        Report By
 LW1801  HISTORY     - 1940     MONUMENTED       CTGS
 LW1801  HISTORY     - 1986     GOOD             NGS
 LW1801
 LW1801                          STATION DESCRIPTION
 LW1801
 LW1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1801'2.8 KM (1.75 MI) SOUTH FROM POMFRET.
 LW1801'2.8 KM (1.75 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LW1801'STATE HIGHWAY 44 IN POMFRET TO THE MARK ON THE LEFT, 5.79 METERS
 LW1801'(19.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.27 METERS (50.1
 LW1801'FT) SOUTHEAST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 2396,
 LW1801'2.07 METERS (6.8 FT) WEST OF THE WEST FACE OF A CONCRETE WALL
 LW1801'AROUND THE GREEK ORTHODOX THEOLOGICAL SCHOOL.
 LW1801'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1800 ***********************************************************************
 LW1800  DESIGNATION -  2666
 LW1800  PID         -  LW1800
 LW1800  STATE/COUNTY-  CT/WINDHAM
 LW1800  USGS QUAD   -  PUTNAM (1970)
 LW1800
 LW1800                         *CURRENT SURVEY CONTROL
 LW1800  ___________________________________________________________________
 LW1800* NAD 83(1986)-  41 53 28.     (N)    071 58 33.     (W)     SCALED    
 LW1800* NAVD 88     -       145.219  (meters)     476.44   (feet)  ADJUSTED  
 LW1800  ___________________________________________________________________
 LW1800  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1800  DYNAMIC HT  -         145.170 (meters)     476.28  (feet)  COMP
 LW1800  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LW1800
 LW1800  VERT ORDER  -  FIRST     CLASS II
 LW1800
 LW1800.The horizontal coordinates were scaled from a topographic map and have
 LW1800.an estimated accuracy of +/- 6 seconds.
 LW1800
 LW1800.The orthometric height was determined by differential leveling
 LW1800.and adjusted by the National Geodetic Survey in June 1991..
 LW1800
 LW1800.The geoid height was determined by GEOID03.
 LW1800
 LW1800.The dynamic height is computed by dividing the NAVD 88
 LW1800.geopotential number by the normal gravity value computed on the
 LW1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1800.degrees latitude (g = 980.6199 gals.).
 LW1800
 LW1800.The modeled gravity was interpolated from observed gravity values.
 LW1800
 LW1800;                    North         East    Units  Estimated Accuracy
 LW1800;SPC CT       -   270,170.      369,050.      MT  (+/- 180 meters Scaled)
 LW1800
 LW1800                          SUPERSEDED SURVEY CONTROL
 LW1800
 LW1800.No superseded survey control is available for this station.
 LW1800
 LW1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG531419(NAD 83)
 LW1800_MARKER: DD = SURVEY DISK
 LW1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1800_SP_SET: CONCRETE POST
 LW1800_STAMPING: 2666
 LW1800_MARK LOGO: CTGS  
 LW1800_PROJECTION: RECESSED 5 CENTIMETERS
 LW1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1800+STABILITY: SURFACE MOTION
 LW1800
 LW1800  HISTORY     - Date     Condition        Report By
 LW1800  HISTORY     - 1940     MONUMENTED       CTGS
 LW1800  HISTORY     - 1986     GOOD             NGS
 LW1800
 LW1800                          STATION DESCRIPTION
 LW1800
 LW1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1800'1.6 KM (1.0 MI) SOUTH FROM POMFRET.
 LW1800'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LW1800'HIGHWAY 44 IN POMFRET TO THE MARK ON THE RIGHT, 4.57 METERS (15.0
 LW1800'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.03 METERS (36.2 FT)
 LW1800'NORTHEAST OF UTILITY POLE NO. 94, 9.14 METERS (30.0 FT) WEST AND
 LW1800'DIRECTLY ACROSS THE HIGHWAY FROM UTILITY POLE NO. 1411.
 LW1800'THE MARK IS 0.10 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2718 ***********************************************************************
 LX2718  DESIGNATION -  2686
 LX2718  PID         -  LX2718
 LX2718  STATE/COUNTY-  CT/HARTFORD
 LX2718  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2718
 LX2718                         *CURRENT SURVEY CONTROL
 LX2718  ___________________________________________________________________
 LX2718* NAD 83(1986)-  41 47 04.     (N)    072 42 10.     (W)     SCALED    
 LX2718* NAVD 88     -        21.714  (meters)      71.24   (feet)  ADJUSTED  
 LX2718  ___________________________________________________________________
 LX2718  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX2718  DYNAMIC HT  -          21.708 (meters)      71.22  (feet)  COMP
 LX2718  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 LX2718
 LX2718  VERT ORDER  -  FIRST     CLASS II
 LX2718
 LX2718.The horizontal coordinates were scaled from a topographic map and have
 LX2718.an estimated accuracy of +/- 6 seconds.
 LX2718
 LX2718.The orthometric height was determined by differential leveling
 LX2718.and adjusted by the National Geodetic Survey in June 1991..
 LX2718
 LX2718.The geoid height was determined by GEOID03.
 LX2718
 LX2718.The dynamic height is computed by dividing the NAVD 88
 LX2718.geopotential number by the normal gravity value computed on the
 LX2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2718.degrees latitude (g = 980.6199 gals.).
 LX2718
 LX2718.The modeled gravity was interpolated from observed gravity values.
 LX2718
 LX2718;                    North         East    Units  Estimated Accuracy
 LX2718;SPC CT       -   258,030.      308,730.      MT  (+/- 180 meters Scaled)
 LX2718
 LX2718                          SUPERSEDED SURVEY CONTROL
 LX2718
 LX2718.No superseded survey control is available for this station.
 LX2718
 LX2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM908283(NAD 83)
 LX2718_MARKER: DD = SURVEY DISK
 LX2718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2718_SP_SET: CONCRETE POST
 LX2718_STAMPING: 2686
 LX2718_MARK LOGO: CTGS  
 LX2718_PROJECTION: RECESSED 10 CENTIMETERS
 LX2718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2718+STABILITY: SURFACE MOTION
 LX2718
 LX2718  HISTORY     - Date     Condition        Report By
 LX2718  HISTORY     - UNK      MONUMENTED       CTGS
 LX2718  HISTORY     - 1985     GOOD             NGS
 LX2718
 LX2718                          STATION DESCRIPTION
 LX2718
 LX2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2718'IN HARTFORD.
 LX2718'IN HARTFORD, 1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE
 LX2718'JUNCTION OF STATE HIGHWAY 189 TO THE MARK ON THE LEFT, AT THE JUNCTION
 LX2718'OF WEST BOURNE PARKWAY, IN THE GRASSY MEDIAN, 1.24 METERS (4.1 FT)
 LX2718'WEST OF THE WEST CURB OF THE MEDIAN OF THE PARKWAY, 6.00 METERS (19.7
 LX2718'FT) EAST OF THE EAST CURB OF THE MEDIAN OF THE PARKWAY, 19.69 METERS
 LX2718'(64.6 FT) SOUTH-SOUTHEAST OF THE METAL BASE OF A TELEPHONE BOOTH,
 LX2718'7.74 METERS (25.4 FT) NORTHEAST OF A FIRE ALARM BOX.
 LX2718'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2716 ***********************************************************************
 LX2716  DESIGNATION -  2687
 LX2716  PID         -  LX2716
 LX2716  STATE/COUNTY-  CT/HARTFORD
 LX2716  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2716
 LX2716                         *CURRENT SURVEY CONTROL
 LX2716  ___________________________________________________________________
 LX2716* NAD 83(1986)-  41 47 04.     (N)    072 42 32.     (W)     SCALED    
 LX2716* NAVD 88     -        17.454  (meters)      57.26   (feet)  ADJUSTED  
 LX2716  ___________________________________________________________________
 LX2716  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2716  DYNAMIC HT  -          17.449 (meters)      57.25  (feet)  COMP
 LX2716  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 LX2716
 LX2716  VERT ORDER  -  FIRST     CLASS II
 LX2716
 LX2716.The horizontal coordinates were scaled from a topographic map and have
 LX2716.an estimated accuracy of +/- 6 seconds.
 LX2716
 LX2716.The orthometric height was determined by differential leveling
 LX2716.and adjusted by the National Geodetic Survey in June 1991..
 LX2716
 LX2716.The geoid height was determined by GEOID03.
 LX2716
 LX2716.The dynamic height is computed by dividing the NAVD 88
 LX2716.geopotential number by the normal gravity value computed on the
 LX2716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2716.degrees latitude (g = 980.6199 gals.).
 LX2716
 LX2716.The modeled gravity was interpolated from observed gravity values.
 LX2716
 LX2716;                    North         East    Units  Estimated Accuracy
 LX2716;SPC CT       -   258,030.      308,220.      MT  (+/- 180 meters Scaled)
 LX2716
 LX2716                          SUPERSEDED SURVEY CONTROL
 LX2716
 LX2716.No superseded survey control is available for this station.
 LX2716
 LX2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM903283(NAD 83)
 LX2716_MARKER: DD = SURVEY DISK
 LX2716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2716_SP_SET: CONCRETE POST
 LX2716_STAMPING: 2687
 LX2716_MARK LOGO: CTGS  
 LX2716_PROJECTION: FLUSH
 LX2716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2716+STABILITY: SURFACE MOTION
 LX2716
 LX2716  HISTORY     - Date     Condition        Report By
 LX2716  HISTORY     - UNK      MONUMENTED       CTGS
 LX2716  HISTORY     - 1985     GOOD             NGS
 LX2716
 LX2716                          STATION DESCRIPTION
 LX2716
 LX2716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2716'IN HARTFORD.
 LX2716'IN HARTFORD, 0.5 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE
 LX2716'JUNCTION OF STATE HIGHWAY 189 TO THE MARK ON THE RIGHT, AT THE
 LX2716'JUNCTION OF SCARBOURGH ROAD, 9.14 METERS (30.0 FT) SOUTH OF THE
 LX2716'CENTERLINE OF THE HIGHWAY, 29.56 METERS (97.0 FT) WEST OF THE CENTER
 LX2716'OF SCARBOURGH ROAD, 29.04 METERS (95.3 FT) NORTH-NORTHEAST OF THE
 LX2716'NORTHWEST CORNER OF THE FIRST CHURCH OF CHRIST SCIENTIST, 11.80 METERS
 LX2716'(39.0 FT) WEST OF A FIRE ALARM BOX, 0.24 METER (0.8 FT) NORTH OF THE
 LX2716'NORTH EDGE OF THE SIDEWALK.
 LX2716'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2713 ***********************************************************************
 LX2713  DESIGNATION -  2690
 LX2713  PID         -  LX2713
 LX2713  STATE/COUNTY-  CT/HARTFORD
 LX2713  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2713
 LX2713                         *CURRENT SURVEY CONTROL
 LX2713  ___________________________________________________________________
 LX2713* NAD 83(1986)-  41 47 11.     (N)    072 43 51.     (W)     SCALED    
 LX2713* NAVD 88     -        34.218  (meters)     112.26   (feet)  ADJUSTED  
 LX2713  ___________________________________________________________________
 LX2713  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2713  DYNAMIC HT  -          34.208 (meters)     112.23  (feet)  COMP
 LX2713  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 LX2713
 LX2713  VERT ORDER  -  FIRST     CLASS II
 LX2713
 LX2713.The horizontal coordinates were scaled from a topographic map and have
 LX2713.an estimated accuracy of +/- 6 seconds.
 LX2713
 LX2713.The orthometric height was determined by differential leveling
 LX2713.and adjusted by the National Geodetic Survey in June 1991..
 LX2713
 LX2713.The geoid height was determined by GEOID03.
 LX2713
 LX2713.The dynamic height is computed by dividing the NAVD 88
 LX2713.geopotential number by the normal gravity value computed on the
 LX2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2713.degrees latitude (g = 980.6199 gals.).
 LX2713
 LX2713.The modeled gravity was interpolated from observed gravity values.
 LX2713
 LX2713;                    North         East    Units  Estimated Accuracy
 LX2713;SPC CT       -   258,250.      306,390.      MT  (+/- 180 meters Scaled)
 LX2713
 LX2713                          SUPERSEDED SURVEY CONTROL
 LX2713
 LX2713.No superseded survey control is available for this station.
 LX2713
 LX2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM885285(NAD 83)
 LX2713_MARKER: DD = SURVEY DISK
 LX2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2713_SP_SET: CONCRETE POST
 LX2713_STAMPING: 2690
 LX2713_MARK LOGO: CTGS  
 LX2713_PROJECTION: PROJECTING 7 CENTIMETERS
 LX2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2713+STABILITY: SURFACE MOTION
 LX2713
 LX2713  HISTORY     - Date     Condition        Report By
 LX2713  HISTORY     - UNK      MONUMENTED       CTGS
 LX2713  HISTORY     - 1985     GOOD             NGS
 LX2713  HISTORY     - 20021116 GOOD             GEOCAC
 LX2713
 LX2713                          STATION DESCRIPTION
 LX2713
 LX2713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2713'IN WEST HARTFORD.
 LX2713'IN WEST HARTFORD, 1.4 KM (0.85 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE
 LX2713'JUNCTION OF STATE HIGHWAY 218 TO THE MARK ON THE LEFT, AT THE JUNCTION
 LX2713'OF SEQUIN ROAD, 11.43 METERS (37.5 FT) NORTH OF THE CENTERLINE OF THE
 LX2713'HIGHWAY, 11.0 METERS (36.0 FT) EAST OF THE CENTER OF SEQUIN ROAD,
 LX2713'6.18 METERS (20.3 FT) NORTHWEST OF POWER POLE 26.
 LX2713'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2713
 LX2713                          STATION RECOVERY (2002)
 LX2713
 LX2713'RECOVERY NOTE BY GEOCACHING 2002 (SS)
 LX2713'MARK IS LOCATED AT THE CORNER OF A BUSH NEAR PRIVATE RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2712 ***********************************************************************
 LX2712  DESIGNATION -  2691
 LX2712  PID         -  LX2712
 LX2712  STATE/COUNTY-  CT/HARTFORD
 LX2712  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2712
 LX2712                         *CURRENT SURVEY CONTROL
 LX2712  ___________________________________________________________________
 LX2712* NAD 83(1986)-  41 47 10.     (N)    072 44 08.     (W)     SCALED    
 LX2712* NAVD 88     -        35.623  (meters)     116.87   (feet)  ADJUSTED  
 LX2712  ___________________________________________________________________
 LX2712  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2712  DYNAMIC HT  -          35.613 (meters)     116.84  (feet)  COMP
 LX2712  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 LX2712
 LX2712  VERT ORDER  -  FIRST     CLASS II
 LX2712
 LX2712.The horizontal coordinates were scaled from a topographic map and have
 LX2712.an estimated accuracy of +/- 6 seconds.
 LX2712
 LX2712.The orthometric height was determined by differential leveling
 LX2712.and adjusted by the National Geodetic Survey in June 1991..
 LX2712
 LX2712.The geoid height was determined by GEOID03.
 LX2712
 LX2712.The dynamic height is computed by dividing the NAVD 88
 LX2712.geopotential number by the normal gravity value computed on the
 LX2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2712.degrees latitude (g = 980.6199 gals.).
 LX2712
 LX2712.The modeled gravity was interpolated from observed gravity values.
 LX2712
 LX2712;                    North         East    Units  Estimated Accuracy
 LX2712;SPC CT       -   258,220.      306,000.      MT  (+/- 180 meters Scaled)
 LX2712
 LX2712                          SUPERSEDED SURVEY CONTROL
 LX2712
 LX2712.No superseded survey control is available for this station.
 LX2712
 LX2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM881285(NAD 83)
 LX2712_MARKER: DD = SURVEY DISK
 LX2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2712_SP_SET: CONCRETE POST
 LX2712_STAMPING: 2691
 LX2712_MARK LOGO: CTGS  
 LX2712_PROJECTION: PROJECTING 15 CENTIMETERS
 LX2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2712+STABILITY: SURFACE MOTION
 LX2712
 LX2712  HISTORY     - Date     Condition        Report By
 LX2712  HISTORY     - UNK      MONUMENTED       CTGS
 LX2712  HISTORY     - 1985     GOOD             NGS
 LX2712
 LX2712                          STATION DESCRIPTION
 LX2712
 LX2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2712'IN WEST HARTFORD.
 LX2712'IN WEST HARTFORD, 1.0 KM (0.6 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE
 LX2712'JUNCTION OF STATE HIGHWAY 218 TO THE MARK ON THE RIGHT, NEAR THE
 LX2712'JUNCTION OF MOHEGAN DRIVE, 8.13 METERS (26.7 FT) SOUTH OF THE
 LX2712'CENTERLINE OF THE HIGHWAY, 16.61 METERS (54.4 FT) NORTH OF THE
 LX2712'NORTHWEST CORNER OF A GARAGE OF A SINGLE STORY FRAME HOUSE, 30.20
 LX2712'METERS (99.1 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM A FIRE HYDRANT,
 LX2712'2.19 METERS (7.2 FT) WEST OF THE PAVED ENTRANCE DRIVE OF THE HOUSE.
 LX2712'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2711 ***********************************************************************
 LX2711  DESIGNATION -  2695 X
 LX2711  PID         -  LX2711
 LX2711  STATE/COUNTY-  CT/HARTFORD
 LX2711  USGS QUAD   -  AVON (1984)
 LX2711
 LX2711                         *CURRENT SURVEY CONTROL
 LX2711  ___________________________________________________________________
 LX2711* NAD 83(1986)-  41 47 07.     (N)    072 45 01.     (W)     SCALED    
 LX2711* NAVD 88     -        56.622  (meters)     185.77   (feet)  ADJUSTED  
 LX2711  ___________________________________________________________________
 LX2711  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2711  DYNAMIC HT  -          56.605 (meters)     185.71  (feet)  COMP
 LX2711  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 LX2711
 LX2711  VERT ORDER  -  FIRST     CLASS II
 LX2711
 LX2711.The horizontal coordinates were scaled from a topographic map and have
 LX2711.an estimated accuracy of +/- 6 seconds.
 LX2711
 LX2711.The orthometric height was determined by differential leveling
 LX2711.and adjusted by the National Geodetic Survey in June 1991..
 LX2711
 LX2711.The geoid height was determined by GEOID03.
 LX2711
 LX2711.The dynamic height is computed by dividing the NAVD 88
 LX2711.geopotential number by the normal gravity value computed on the
 LX2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2711.degrees latitude (g = 980.6199 gals.).
 LX2711
 LX2711.The modeled gravity was interpolated from observed gravity values.
 LX2711
 LX2711;                    North         East    Units  Estimated Accuracy
 LX2711;SPC CT       -   258,120.      304,780.      MT  (+/- 180 meters Scaled)
 LX2711
 LX2711                          SUPERSEDED SURVEY CONTROL
 LX2711
 LX2711.No superseded survey control is available for this station.
 LX2711
 LX2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM869283(NAD 83)
 LX2711_MARKER: DD = SURVEY DISK
 LX2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2711_SP_SET: CONCRETE POST
 LX2711_STAMPING: 2695 X
 LX2711_MARK LOGO: CTGS  
 LX2711_PROJECTION: FLUSH
 LX2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2711+STABILITY: SURFACE MOTION
 LX2711
 LX2711  HISTORY     - Date     Condition        Report By
 LX2711  HISTORY     - UNK      MONUMENTED       CTGS
 LX2711  HISTORY     - 1985     GOOD             NGS
 LX2711
 LX2711                          STATION DESCRIPTION
 LX2711
 LX2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2711'IN WEST HARTFORD.
 LX2711'IN WEST HARTFORD, 0.2 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE
 LX2711'JUNCTION OF STATE HIGHWAY 218 TO THE MARK ON THE LEFT, ON THE NORTH
 LX2711'SIDE OF THE ASPHALT MEDIAN OF THE HIGHWAY, 5.79 METERS (19.0 FT) SOUTH
 LX2711'OF THE CENTERLINE OF THE WEST BOUND LANE OF THE HIGHWAY, 8.22 METERS
 LX2711'(27.0 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE
 LX2711'HIGHWAY, 20.36 METERS (66.8 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM
 LX2711'A FIRE HYDRANT, 15.24 METERS (50.0 FT) SOUTH-SOUTHEAST AND ACROSS THE
 LX2711'HIGHWAY FROM POWER POLE 255S, 63.
 LX2711'THE MARK IS 0.18 METERS  E FROM  A WITNESS POST
 LX2711'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0112 ***********************************************************************
 LX0112  DESIGNATION -  27
 LX0112  PID         -  LX0112
 LX0112  STATE/COUNTY-  CT/NEW LONDON
 LX0112  USGS QUAD   -  OLD LYME (1976)
 LX0112
 LX0112                         *CURRENT SURVEY CONTROL
 LX0112  ___________________________________________________________________
 LX0112* NAD 83(1986)-  41 17 51.     (N)    072 19 20.     (W)     SCALED    
 LX0112* NAVD 88     -         4.270  (meters)      14.01   (feet)  ADJUSTED  
 LX0112  ___________________________________________________________________
 LX0112  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX0112  DYNAMIC HT  -           4.269 (meters)      14.01  (feet)  COMP
 LX0112  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LX0112
 LX0112  VERT ORDER  -  FIRST     CLASS I
 LX0112
 LX0112.The horizontal coordinates were scaled from a topographic map and have
 LX0112.an estimated accuracy of +/- 6 seconds.
 LX0112
 LX0112.The orthometric height was determined by differential leveling
 LX0112.and adjusted by the National Geodetic Survey in June 1991..
 LX0112
 LX0112.The geoid height was determined by GEOID03.
 LX0112
 LX0112.The dynamic height is computed by dividing the NAVD 88
 LX0112.geopotential number by the normal gravity value computed on the
 LX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0112.degrees latitude (g = 980.6199 gals.).
 LX0112
 LX0112.The modeled gravity was interpolated from observed gravity values.
 LX0112
 LX0112;                    North         East    Units  Estimated Accuracy
 LX0112;SPC CT       -   204,040.      340,630.      MT  (+/- 180 meters Scaled)
 LX0112
 LX0112                          SUPERSEDED SURVEY CONTROL
 LX0112
 LX0112  NGVD 29 (??/??/92)    4.58   (m)           15.0    (f) COMPUTED    1 1
 LX0112
 LX0112.Superseded values are not recommended for survey control.
 LX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0112.See file dsdata.txt to determine how the superseded data were derived.
 LX0112
 LX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL242752(NAD 83)
 LX0112_MARKER: DD = SURVEY DISK
 LX0112_SETTING: 66 = SET IN ROCK OUTCROP
 LX0112_SP_SET: BEDROCK
 LX0112_STAMPING: 27 OLD LYME
 LX0112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0112+STABILITY: POSITION/ELEVATION WELL
 LX0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0112+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 LX0112
 LX0112  HISTORY     - Date     Condition        Report By
 LX0112  HISTORY     - UNK      MONUMENTED       CTGS
 LX0112  HISTORY     - 1965     GOOD             NGS
 LX0112  HISTORY     - 1983     GOOD             USPSQD
 LX0112  HISTORY     - 1987     GOOD             USPSQD
 LX0112  HISTORY     - 1988     GOOD             USPSQD
 LX0112  HISTORY     - 1988     GOOD             USPSQD
 LX0112  HISTORY     - 1989     GOOD             USPSQD
 LX0112  HISTORY     - 19901206 GOOD             USPSQD
 LX0112  HISTORY     - 20011015 GOOD             USPSQD
 LX0112  HISTORY     - 20051223 GOOD             USPSQD
 LX0112
 LX0112                          STATION DESCRIPTION
 LX0112
 LX0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0112'2.8 MI NW FROM SOUND VIEW.
 LX0112'ABOUT 2.8 MILES NORTHWEST ALONG STATE HIGHWAY 156 FROM THE
 LX0112'SOUTH END FIRE STATION OF OLD LYME AT SOUND VIEW, ABOUT 0.55
 LX0112'MILE SOUTHEAST OF THE UNDERPASS OF THE NEW YORK, NEW HAVEN AND
 LX0112'HARTFORD RAILROAD NEAR THE FORMER STATION FOR OLD LYME, 116
 LX0112'FEET WEST OF THE INTERSECTION OF STATE HIGHWAY 156, MILL CREEK
 LX0112'ROAD AND SMITH NECK ROAD, SET ON THE TOP AND NEAR THE NORTHEAST
 LX0112'EDGE OF A LARGE AREA OF EXPOSED BEDROCK WHICH IS ABOUT FLUSH WITH
 LX0112'THE GROUND, 87 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LX0112'38 FEET NORTHWEST OF THE CENTER LINE OF SMITH NECK ROAD, 43 1/2
 LX0112'FEET NORTH OF POWER LINE POLE NO. 2025, ABOUT LEVEL WITH SMITH
 LX0112'NECK ROAD.
 LX0112
 LX0112                          STATION RECOVERY (1983)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0112'RECOVERED IN GOOD CONDITION.
 LX0112
 LX0112                          STATION RECOVERY (1987)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0112'RECOVERED IN GOOD CONDITION.
 LX0112
 LX0112                          STATION RECOVERY (1988)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0112'RECOVERED IN GOOD CONDITION.
 LX0112
 LX0112                          STATION RECOVERY (1988)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0112'RECOVERED IN GOOD CONDITION.
 LX0112
 LX0112                          STATION RECOVERY (1989)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0112'RECOVERED IN GOOD CONDITION.
 LX0112
 LX0112                          STATION RECOVERY (1990)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0112'RECOVERED IN GOOD CONDITION.
 LX0112
 LX0112                          STATION RECOVERY (2001)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0112'RECOVERED IN GOOD CONDITION.
 LX0112
 LX0112                          STATION RECOVERY (2005)
 LX0112
 LX0112'RECOVERY NOTE BY US POWER SQUADRON 2005
 LX0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0646 ***********************************************************************
 LX0646  DESIGNATION -  27
 LX0646  PID         -  LX0646
 LX0646  STATE/COUNTY-  CT/LITCHFIELD
 LX0646  USGS QUAD   -  WEST TORRINGTON (1984)
 LX0646
 LX0646                         *CURRENT SURVEY CONTROL
 LX0646  ___________________________________________________________________
 LX0646* NAD 83(1986)-  41 48 09.     (N)    073 07 33.     (W)     SCALED    
 LX0646* NAVD 88     -       180.967  (meters)     593.72   (feet)  ADJUSTED  
 LX0646  ___________________________________________________________________
 LX0646  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX0646  DYNAMIC HT  -         180.907 (meters)     593.53  (feet)  COMP
 LX0646  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX0646
 LX0646  VERT ORDER  -  SECOND    CLASS 0
 LX0646
 LX0646.The horizontal coordinates were scaled from a topographic map and have
 LX0646.an estimated accuracy of +/- 6 seconds.
 LX0646
 LX0646.The orthometric height was determined by differential leveling
 LX0646.and adjusted by the National Geodetic Survey in June 1991..
 LX0646
 LX0646.The geoid height was determined by GEOID03.
 LX0646
 LX0646.The dynamic height is computed by dividing the NAVD 88
 LX0646.geopotential number by the normal gravity value computed on the
 LX0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0646.degrees latitude (g = 980.6199 gals.).
 LX0646
 LX0646.The modeled gravity was interpolated from observed gravity values.
 LX0646
 LX0646;                    North         East    Units  Estimated Accuracy
 LX0646;SPC CT       -   260,100.      273,570.      MT  (+/- 180 meters Scaled)
 LX0646
 LX0646                          SUPERSEDED SURVEY CONTROL
 LX0646
 LX0646  NGVD 29 (??/??/92)  181.209  (m)          594.52   (f) ADJ UNCH    2 0
 LX0646
 LX0646.Superseded values are not recommended for survey control.
 LX0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0646.See file dsdata.txt to determine how the superseded data were derived.
 LX0646
 LX0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM556295(NAD 83)
 LX0646_MARKER: DD = SURVEY DISK
 LX0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0646_SP_SET: PLATFORM
 LX0646_STAMPING: 27
 LX0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0646
 LX0646  HISTORY     - Date     Condition        Report By
 LX0646  HISTORY     - UNK      MONUMENTED       CU
 LX0646  HISTORY     - 1925     GOOD             NGS
 LX0646  HISTORY     - 1936     GOOD             LOCSUR
 LX0646
 LX0646                          STATION DESCRIPTION
 LX0646
 LX0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1925
 LX0646'AT TORRINGTON.
 LX0646'AT TORRINGTON, LITCHFIELD COUNTY, AT THE NEW YORK, NEW HAVEN AND
 LX0646'HARTFORD RAILROAD STATION, NORTH OF THE SOUTH DOOR IN THE WEST
 LX0646'SIDE OF THE WAITING ROOM, CLOSE TO THE SOUTH END OF THE PROJECTION
 LX0646'OF THE TICKET OFFICE, ABOUT 1/2 FOOT FROM THE WEST WALL OF THE
 LX0646'STATION, IN THE CONCRETE PLATFORM.  A CAMP COLUMBIA STANDARD DISK,
 LX0646'STAMPED 27.
 LX0646
 LX0646                          STATION RECOVERY (1936)
 LX0646
 LX0646'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1936
 LX0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1831 ***********************************************************************
 LW1831  DESIGNATION -  2703
 LW1831  PID         -  LW1831
 LW1831  STATE/COUNTY-  CT/NEW LONDON
 LW1831  USGS QUAD   -  JEWETT CITY (1984)
 LW1831
 LW1831                         *CURRENT SURVEY CONTROL
 LW1831  ___________________________________________________________________
 LW1831* NAD 83(1996)-  41 33 12.     (N)    071 53 01.     (W)     SCALED    
 LW1831* NAVD 88     -        79.690  (meters)     261.45   (feet)  ADJUSTED  
 LW1831  ___________________________________________________________________
 LW1831  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1831  DYNAMIC HT  -          79.661 (meters)     261.35  (feet)  COMP
 LW1831  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 LW1831
 LW1831  VERT ORDER  -  FIRST     CLASS II
 LW1831
 LW1831.The horizontal coordinates were scaled from a topographic map and have
 LW1831.an estimated accuracy of +/- 6 seconds.
 LW1831
 LW1831.The orthometric height was determined by differential leveling
 LW1831.and adjusted by the National Geodetic Survey in June 1991..
 LW1831
 LW1831.The geoid height was determined by GEOID03.
 LW1831
 LW1831.The dynamic height is computed by dividing the NAVD 88
 LW1831.geopotential number by the normal gravity value computed on the
 LW1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1831.degrees latitude (g = 980.6199 gals.).
 LW1831
 LW1831.The modeled gravity was interpolated from observed gravity values.
 LW1831
 LW1831;                    North         East    Units  Estimated Accuracy
 LW1831;SPC CT       -   232,730.      377,080.      MT  (+/- 180 meters Scaled)
 LW1831
 LW1831                          SUPERSEDED SURVEY CONTROL
 LW1831
 LW1831  NGVD 29 (07/19/86)   80.1    (m)          263.     (f) VERT ANG       
 LW1831
 LW1831.Superseded values are not recommended for survey control.
 LW1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1831.See file dsdata.txt to determine how the superseded data were derived.
 LW1831
 LW1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG595042(NAD 83)
 LW1831_MARKER: DD = SURVEY DISK
 LW1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1831_SP_SET: CONCRETE POST
 LW1831_STAMPING: 2703
 LW1831_MARK LOGO: CTGS  
 LW1831_PROJECTION: RECESSED 10 CENTIMETERS
 LW1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1831+STABILITY: SURFACE MOTION
 LW1831
 LW1831  HISTORY     - Date     Condition        Report By
 LW1831  HISTORY     - 1975     MONUMENTED       CTGS
 LW1831  HISTORY     - 1986     GOOD             NGS
 LW1831
 LW1831                          STATION DESCRIPTION
 LW1831
 LW1831'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW1831'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF THE JUNCTION
 LW1831'OF CONNECTICUT ROUTES 201 AND 2 IN NORTH STONINGTON, 2 MILES SOUTH
 LW1831'OF THE JUNCTION OF CONNECTICUT ROUTES 138 AND 201 IN GRISWOLD,
 LW1831'1-1/2 MILES SOUTHWEST OF THE JUNCTION OF CONNECTICUT ROUTES 138
 LW1831'AND 165 IN VOLUNTOWN AND 3/4 OF A MILE EAST OF WHERE THE
 LW1831'SOUTHERLY END OF PACHAUG POND PASSES UNDER THE CONCRETE BRIDGE ON
 LW1831'CONNECTICUT ROUTE 165.
 LW1831'
 LW1831'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTES 164
 LW1831'AND 165 IN PRESTON CITY, GO EASTERLY ON CONNECTICUT ROUTE 165 FOR
 LW1831'5 MILES TO THE STATION ON THE LEFT SIDE OF THE ROAD.  THE STATION
 LW1831'MAY ALSO BE REACHED FROM THE JUNCTION OF CONNECTICUT ROUTES 201
 LW1831'AND 165 IN GRISWOLD, GO EASTERLY ON CONNECTICUT ROUTE 165 FOR 0.1
 LW1831'MILE TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 LW1831'
 LW1831'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LW1831'SURVEY BRONZE DISK, STAMPED 2703, SET IN THE TOP OF A 6 INCH BY
 LW1831'6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS 2
 LW1831'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 178.5 FEET EAST OF
 LW1831'A STONE WALL RUNNING NORTH AT ITS INTERSECTION WITH A STONE WALL
 LW1831'RUNNING ALONG THE NORTH SIDE OF THE ROAD, 63.5 FEET NORTHEAST OF
 LW1831'THE EASTERLY END OF A 12 INCH REINFORCED CONCRETE PIPE THAT
 LW1831'RUNS UNDER A GRAVEL DRIVE LEADING SOUTHEAST FROM THE SOUTH SIDE
 LW1831'OF CONNECTICUT ROUTE 165, 21.5 FEET SOUTH OF A STONE WALL
 LW1831'RUNNING ALONG THE NORTH SIDE OF THE ROAD, 19.5 FEET NORTH OF
 LW1831'THE CENTERLINE OF CONNECTICUT ROUTE 165 AND 15.5 FEET EAST OF
 LW1831'CONNECTICUT LIGHT AND POWER POLE 513.
 LW1831'
 LW1831'REFERENCE MARK 1 IS A PUNCHMARK IN THE 1/2 INCH HEAD OF A BRASS
 LW1831'BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE SIDE OF A 2
 LW1831'FOOT BY 2 FOOT BASE STONE OF A STONE WALL RUNNING ALONG THE
 LW1831'NORTH SIDE OF CONNECTICUT ROUTE 165.  IT IS 188 FEET EAST OF A
 LW1831'STONE WALL RUNNING NORTH AT ITS INTERSECTION WITH THE STONE
 LW1831'WALL RUNNING ALONG THE NORTH SIDE OF THE ROAD, 86 FEET
 LW1831'NORTHEAST OF THE EASTERLY END OF A 12 INCH REINFORCED CONCRETE
 LW1831'PIPE THAT RUNS UNDER A GRAVEL DRIVE HEADING SOUTHEAST FROM THE
 LW1831'SOUTH SIDE OF THE ROAD, 40.5 FEET NORTH OF THE CENTERLINE OF
 LW1831'THE ROAD AND 27.5 FEET NORTHEAST OF CONNECTICUT LIGHT AND
 LW1831'POWER POLE 513.  IT PROJECTS 1.5 FEET ABOVE THE GROUND.
 LW1831'
 LW1831'REFERENCE POINT 1 (A POINT) IS A PUNCH MARK IN THE TOP OF A 1
 LW1831'INCH IN DIAMETER AND 30 INCHES LONG STEEL PIN.  THE TOP IS SET
 LW1831'ONE INCH ABOVE THE GROUND.  IT IS 98 FEET NORTHEAST OF THE EAST
 LW1831'END OF A 12 INCH REINFORCED CONCRETE PIPE THAT RUNS UNDER A
 LW1831'GRAVEL DRIVE HEADING SOUTHEAST FROM THE SOUTH SIDE OF THE ROAD,
 LW1831'48.5 FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE 513,
 LW1831'38.5 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1.5 FEET
 LW1831'SOUTH OF THE STONE WALL RUNNING ALONG THE NORTH SIDE OF THE
 LW1831'ROAD.
 LW1831'*REFERNCE MARK 2 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW1831'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN A 1
 LW1831'FOOT BY 2 FOOT BASE STONE OF A STONE WALL RUNNING ALONG THE
 LW1831'NORTH SIDE OF THE ROAD.  IT IS 222 FEET EAST OF A STONE
 LW1831'WALL RUNNING NORTH AT ITS INTERSECTION WITH A STONE WALL
 LW1831'RUNNING ALONG THE NORTH SIDE OF THE ROAD, 106.5 FEET
 LW1831'NORTHEAST OF THE EAST END OF A 12 INCH REINFORCED CONCRETE
 LW1831'PIPE THAT RUNS UNDER A GRAVEL DRIVE HEADING SOUTHEAST FROM
 LW1831'THE SOUTH SIDE OF THE ROAD, 59.5 FEET EAST OF CONNECTICUT
 LW1831'LIGHT AND POWER POLE 513 AND 40.5 FEET NORTH OF THE CENTERLINE
 LW1831'OF THE ROAD.  IT PROJECTS 1 FOOT ABOVE THE GROUND.
 LW1831'
 LW1831'REFERENCE MARK 3 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW1831'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN A 2 FOOT
 LW1831'BY 2 FOOT BASE STONE THAT IS PART OF A STONE WALL RUNNING ALONG
 LW1831'THE NORTH SIDE OF THE ROAD.  IT IS 153 FEET EAST OF A STONE
 LW1831'WALL RUNNING NORTH AT ITS INTERSECTION WITH A STONE WALL
 LW1831'RUNNING ALONG THE NORTH SIDE OF THE ROAD, 76.5 FEET NORTH OF
 LW1831'THE EAST END OF A 12 INCH REINFORCED CONCRETE PIPE THAT RUNS
 LW1831'UNDER A GRAVEL DRIVE HEADING SOUTHEAST FROM THE SOUTH SIDE OF
 LW1831'CONNECTICUT ROUTE 165, 41 FEET NORTH OF THE CENTERLINE OF THE
 LW1831'ROAD AND 18 FEET NORTHWEST OF CONNECTICUT LIGHT AND POWER
 LW1831'POLE 513.
 LW1831'
 LW1831'4753 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW1831'BRASS DISK, STAMPED 4753, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LW1831'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS FLUSH
 LW1831'WITH THE GROUND AT THE TOP OF A 3 FOOT BANK ALONG THE SOUTH
 LW1831'SIDE OF CONNECTICUT ROUTE 165.  IT IS ABOUT 650 FEET WEST OF
 LW1831'THE STATION, 111.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2
 LW1831'STORY FRAME HOUSE, 99 FEET EAST OF THE SOUTHEAST CORNER OF A
 LW1831'CONCRETE HEADWALL ON THE SOUTH SIDE OF CONNECTICUT ROUTE 165,
 LW1831'93 FEET SOUTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 439S,
 LW1831'71.5 FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 440, 43
 LW1831'FEET WEST OF THE CENTERLINE OF CONNECTICUT ROUTE 201 AND 23
 LW1831'FEET SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE 165.
 LW1831'
 LW1831'4754 (CGS) (AZIMUTH MARK)IS A CONNECTICUT GEODETIC SURVEY
 LW1831'BRASS DISK, STAMPED 4754, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LW1831'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS 6
 LW1831'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 813 FEET
 LW1831'EAST OF THE STATION, 84.4 FEET SOUTH OF THE SOUTHEAST CORNER
 LW1831'OF A 1-1/2 STORY FRAME HOUSE, 82.2 FEET SOUTHEAST OF THE
 LW1831'SOUTHWEST CORNER OF A 1-1/2 STORY FRAME HOUSE ON THE NORTH SIDE
 LW1831'OF THE ROAD, 72.5 FEET SOUTHEAST OF CONNECTICUT LIGHT AND
 LW1831'POWER POLE 510, 43 FEET WEST OF THE NORTHERN END OF A STONE
 LW1831'WALL RUNNING SOUTHERLY FROM THE SOUTH SIDE OF THE ROAD
 LW1831'AND 18.5 FEET SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE
 LW1831'165.
 LW1831'
 LW1831'HEIGHT OF LIGHT ABOVE STATION MARK 1.06 METERS.
 LW1831
 LW1831                          STATION RECOVERY (1986)
 LW1831
 LW1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1831'0.2 KM (0.1 MI) NE FROM GLASGO.
 LW1831'0.2 KM (0.1 MI) NORTHEAST ALONG STATE HIGHWAY 165 FROM THE
 LW1831'INTERSECTION OF STATE HIGHWAY 201 IN GLASGO TO THE MARK ON THE LEFT.
 LW1831'IT IS 5.91 METERS (19.4 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 LW1831'HIGHWAY, 54.41 METERS (178.5 FT) NORTHEAST OF A STONE WALL RUNNING
 LW1831'NORTH AT ITS JUNCTION WITH A STONE WALL ALONG THE NORTH SIDE OF THE
 LW1831'HIGHWAY, 6.55 METERS (21.5 FT) SOUTH-SOUTHEAST OF A STONE WALL
 LW1831'PARALLELING THE HIGHWAY AND 5.27 METERS (17.3 FT) EAST OF UTILITY POLE
 LW1831'NO. 513.
 LW1831'THE MARK IS 0.49 METERS  SSE FROM  A WITNESS POST
 LW1831'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1748 ***********************************************************************
 LW1748  DESIGNATION -  2706
 LW1748  PID         -  LW1748
 LW1748  STATE/COUNTY-  CT/NEW LONDON
 LW1748  USGS QUAD   -  ASHAWAY (1984)
 LW1748
 LW1748                         *CURRENT SURVEY CONTROL
 LW1748  ___________________________________________________________________
 LW1748* NAD 83(1986)-  41 23 19.     (N)    071 50 42.     (W)     SCALED    
 LW1748* NAVD 88     -        31.859  (meters)     104.52   (feet)  ADJUSTED  
 LW1748  ___________________________________________________________________
 LW1748  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW1748  DYNAMIC HT  -          31.848 (meters)     104.49  (feet)  COMP
 LW1748  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LW1748
 LW1748  VERT ORDER  -  FIRST     CLASS II
 LW1748
 LW1748.The horizontal coordinates were scaled from a topographic map and have
 LW1748.an estimated accuracy of +/- 6 seconds.
 LW1748
 LW1748.The orthometric height was determined by differential leveling
 LW1748.and adjusted by the National Geodetic Survey in June 1991..
 LW1748
 LW1748.The geoid height was determined by GEOID03.
 LW1748
 LW1748.The dynamic height is computed by dividing the NAVD 88
 LW1748.geopotential number by the normal gravity value computed on the
 LW1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1748.degrees latitude (g = 980.6199 gals.).
 LW1748
 LW1748.The modeled gravity was interpolated from observed gravity values.
 LW1748
 LW1748;                    North         East    Units  Estimated Accuracy
 LW1748;SPC CT       -   214,460.      380,490.      MT  (+/- 180 meters Scaled)
 LW1748
 LW1748                          SUPERSEDED SURVEY CONTROL
 LW1748
 LW1748.No superseded survey control is available for this station.
 LW1748
 LW1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF621858(NAD 83)
 LW1748_MARKER: DD = SURVEY DISK
 LW1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1748_SP_SET: CONCRETE POST
 LW1748_STAMPING: 2706
 LW1748_MARK LOGO: CTGS  
 LW1748_PROJECTION: RECESSED 5 CENTIMETERS
 LW1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1748+STABILITY: SURFACE MOTION
 LW1748
 LW1748  HISTORY     - Date     Condition        Report By
 LW1748  HISTORY     - UNK      MONUMENTED       CTGS
 LW1748  HISTORY     - 1984     GOOD             NGS
 LW1748
 LW1748                          STATION DESCRIPTION
 LW1748
 LW1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1748'1.7 KM (1.1 MI) NW FROM PAWCATUCK.
 LW1748'1.7 KM (1.1 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LW1748'U.S. HIGHWAY 1 IN PAWCATUCK TO THE MARK ON THE LEFT, BETWEEN THE
 LW1748'JUNCTION OF MANOR ROAD AND PINE DRIVE, 5.49 METERS (18.0 FT) WEST OF
 LW1748'THE CENTERLINE OF THE HIGHWAY, 46.63 METERS (153.0 FT) SOUTH OF THE
 LW1748'CENTER OF MANOR DRIVE, 24.38 METERS (80.0 FT) NORTH OF THE CENTER OF
 LW1748'PINE DRIVE, 1.64 METERS (5.4 FT) NORTHEAST OF A FIRE HYDRANT.
 LW1748'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LW1748'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2708 ***********************************************************************
 LX2708  DESIGNATION -  2734 X
 LX2708  PID         -  LX2708
 LX2708  STATE/COUNTY-  CT/HARTFORD
 LX2708  USGS QUAD   -  AVON (1984)
 LX2708
 LX2708                         *CURRENT SURVEY CONTROL
 LX2708  ___________________________________________________________________
 LX2708* NAD 83(1986)-  41 47 19.     (N)    072 46 10.     (W)     SCALED    
 LX2708* NAVD 88     -        73.448  (meters)     240.97   (feet)  ADJUSTED  
 LX2708  ___________________________________________________________________
 LX2708  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2708  DYNAMIC HT  -          73.427 (meters)     240.90  (feet)  COMP
 LX2708  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 LX2708
 LX2708  VERT ORDER  -  FIRST     CLASS II
 LX2708
 LX2708.The horizontal coordinates were scaled from a topographic map and have
 LX2708.an estimated accuracy of +/- 6 seconds.
 LX2708
 LX2708.The orthometric height was determined by differential leveling
 LX2708.and adjusted by the National Geodetic Survey in June 1991..
 LX2708
 LX2708.The geoid height was determined by GEOID03.
 LX2708
 LX2708.The dynamic height is computed by dividing the NAVD 88
 LX2708.geopotential number by the normal gravity value computed on the
 LX2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2708.degrees latitude (g = 980.6199 gals.).
 LX2708
 LX2708.The modeled gravity was interpolated from observed gravity values.
 LX2708
 LX2708;                    North         East    Units  Estimated Accuracy
 LX2708;SPC CT       -   258,490.      303,180.      MT  (+/- 180 meters Scaled)
 LX2708
 LX2708                          SUPERSEDED SURVEY CONTROL
 LX2708
 LX2708.No superseded survey control is available for this station.
 LX2708
 LX2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM853287(NAD 83)
 LX2708_MARKER: DD = SURVEY DISK
 LX2708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2708_SP_SET: CONCRETE POST
 LX2708_STAMPING: 2734 X
 LX2708_MARK LOGO: CTGS  
 LX2708_PROJECTION: FLUSH
 LX2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2708+STABILITY: SURFACE MOTION
 LX2708
 LX2708  HISTORY     - Date     Condition        Report By
 LX2708  HISTORY     - UNK      MONUMENTED       CTGS
 LX2708  HISTORY     - 1985     GOOD             NGS
 LX2708
 LX2708                          STATION DESCRIPTION
 LX2708
 LX2708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2708'1.9 KM (1.2 MI) WEST FROM WEST HARTFORD.
 LX2708'1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2708'HIGHWAY 218 IN WEST HARTFORD TO THE MARK ON THE RIGHT, NEAR THE
 LX2708'JUNCTION OF MOUNTAIN BROOK ROAD, 11.03 METERS (36.2 FT) NORTH OF THE
 LX2708'CENTERLINE OF THE HIGHWAY, 28.95 METERS (95.0 FT) WEST OF THE EXTENDED
 LX2708'CENTERLINE OF MOUNTAIN BROOK ROAD, 3.20 METERS (10.5 FT) NORTHWEST OF
 LX2708'POWER POLE 98.
 LX2708'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2708'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2707 ***********************************************************************
 LX2707  DESIGNATION -  2735 X
 LX2707  PID         -  LX2707
 LX2707  STATE/COUNTY-  CT/HARTFORD
 LX2707  USGS QUAD   -  AVON (1984)
 LX2707
 LX2707                         *CURRENT SURVEY CONTROL
 LX2707  ___________________________________________________________________
 LX2707* NAD 83(1986)-  41 47 26.     (N)    072 46 47.     (W)     SCALED    
 LX2707* NAVD 88     -       120.289  (meters)     394.65   (feet)  ADJUSTED  
 LX2707  ___________________________________________________________________
 LX2707  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2707  DYNAMIC HT  -         120.255 (meters)     394.54  (feet)  COMP
 LX2707  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 LX2707
 LX2707  VERT ORDER  -  FIRST     CLASS II
 LX2707
 LX2707.The horizontal coordinates were scaled from a topographic map and have
 LX2707.an estimated accuracy of +/- 6 seconds.
 LX2707
 LX2707.The orthometric height was determined by differential leveling
 LX2707.and adjusted by the National Geodetic Survey in June 1991..
 LX2707
 LX2707.The geoid height was determined by GEOID03.
 LX2707
 LX2707.The dynamic height is computed by dividing the NAVD 88
 LX2707.geopotential number by the normal gravity value computed on the
 LX2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2707.degrees latitude (g = 980.6199 gals.).
 LX2707
 LX2707.The modeled gravity was interpolated from observed gravity values.
 LX2707
 LX2707;                    North         East    Units  Estimated Accuracy
 LX2707;SPC CT       -   258,710.      302,330.      MT  (+/- 180 meters Scaled)
 LX2707
 LX2707                          SUPERSEDED SURVEY CONTROL
 LX2707
 LX2707.No superseded survey control is available for this station.
 LX2707
 LX2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM844289(NAD 83)
 LX2707_MARKER: DD = SURVEY DISK
 LX2707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2707_SP_SET: CONCRETE POST
 LX2707_STAMPING: 2735 X
 LX2707_MARK LOGO: CTGS  
 LX2707_PROJECTION: FLUSH
 LX2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2707+STABILITY: SURFACE MOTION
 LX2707
 LX2707  HISTORY     - Date     Condition        Report By
 LX2707  HISTORY     - UNK      MONUMENTED       CTGS
 LX2707  HISTORY     - 1985     GOOD             NGS
 LX2707
 LX2707                          STATION DESCRIPTION
 LX2707
 LX2707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2707'2.8 KM (1.75 MI) WEST FROM WEST HARTFORD.
 LX2707'2.8 KM (1.75 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2707'HIGHWAY 218 IN WEST HARTFORD TO THE MARK ON THE LEFT, 11.39 METERS
 LX2707'(37.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.93 METERS (49.0
 LX2707'FT) EAST OF POWER POLE 67, 4.75 METERS (15.6 FT) SOUTH-SOUTHWEST OF
 LX2707'THE SOUTHWEST CORNER OF A METAL CATCH BASIN.
 LX2707'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2707'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2704 ***********************************************************************
 LX2704  DESIGNATION -  2738
 LX2704  PID         -  LX2704
 LX2704  STATE/COUNTY-  CT/HARTFORD
 LX2704  USGS QUAD   -  AVON (1984)
 LX2704
 LX2704                         *CURRENT SURVEY CONTROL
 LX2704  ___________________________________________________________________
 LX2704* NAD 83(1986)-  41 48 07.     (N)    072 48 13.     (W)     SCALED    
 LX2704* NAVD 88     -       160.418  (meters)     526.30   (feet)  ADJUSTED  
 LX2704  ___________________________________________________________________
 LX2704  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2704  DYNAMIC HT  -         160.373 (meters)     526.16  (feet)  COMP
 LX2704  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 LX2704
 LX2704  VERT ORDER  -  FIRST     CLASS II
 LX2704
 LX2704.The horizontal coordinates were scaled from a topographic map and have
 LX2704.an estimated accuracy of +/- 6 seconds.
 LX2704
 LX2704.The orthometric height was determined by differential leveling
 LX2704.and adjusted by the National Geodetic Survey in June 1991..
 LX2704
 LX2704.The geoid height was determined by GEOID03.
 LX2704
 LX2704.The dynamic height is computed by dividing the NAVD 88
 LX2704.geopotential number by the normal gravity value computed on the
 LX2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2704.degrees latitude (g = 980.6199 gals.).
 LX2704
 LX2704.The modeled gravity was interpolated from observed gravity values.
 LX2704
 LX2704;                    North         East    Units  Estimated Accuracy
 LX2704;SPC CT       -   259,980.      300,350.      MT  (+/- 180 meters Scaled)
 LX2704
 LX2704                          SUPERSEDED SURVEY CONTROL
 LX2704
 LX2704.No superseded survey control is available for this station.
 LX2704
 LX2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM824301(NAD 83)
 LX2704_MARKER: DD = SURVEY DISK
 LX2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2704_SP_SET: CONCRETE POST
 LX2704_STAMPING: 2738
 LX2704_MARK LOGO: CTGS  
 LX2704_PROJECTION: RECESSED 8 CENTIMETERS
 LX2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2704+STABILITY: SURFACE MOTION
 LX2704
 LX2704  HISTORY     - Date     Condition        Report By
 LX2704  HISTORY     - UNK      MONUMENTED       CTGS
 LX2704  HISTORY     - 1985     GOOD             NGS
 LX2704
 LX2704                          STATION DESCRIPTION
 LX2704
 LX2704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2704'2.6 KM (1.6 MI) EAST FROM AVON.
 LX2704'2.6 KM (1.6 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2704'HIGHWAY 10 NORTH IN AVON TO THE MARK ON THE LEFT, DIRECTLY ACROSS THE
 LX2704'HIGHWAY FROM THE CENTER OF MACDONALD MEMORIAL PARK, 8.22 METERS (27.0
 LX2704'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.70 METERS (74.5 FT)
 LX2704'SOUTH-SOUTHEAST OF POWER POLE 122, 21.18 METERS (69.5 FT)
 LX2704'SOUTH-SOUTHEAST OF A HIGHWAY SIGN (SPEED LIMIT 40), 3.47 METERS
 LX2704'(11.4 FT) EAST OF A METAL GUARD RAIL.
 LX2704'THE MARK IS 0.18 METERS  W FROM  A WITNESS POST
 LX2704'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1070 ***********************************************************************
 LW1070  DESIGNATION -  274
 LW1070  PID         -  LW1070
 LW1070  STATE/COUNTY-  CT/WINDHAM
 LW1070  USGS QUAD   -  PUTNAM (1970)
 LW1070
 LW1070                         *CURRENT SURVEY CONTROL
 LW1070  ___________________________________________________________________
 LW1070* NAD 83(1986)-  41 55 06.     (N)    071 54 45.     (W)     SCALED    
 LW1070* NAVD 88     -        83.383  (meters)     273.57   (feet)  ADJUSTED  
 LW1070  ___________________________________________________________________
 LW1070  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW1070  DYNAMIC HT  -          83.356 (meters)     273.48  (feet)  COMP
 LW1070  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LW1070
 LW1070  VERT ORDER  -  FIRST     CLASS II
 LW1070
 LW1070.The horizontal coordinates were scaled from a topographic map and have
 LW1070.an estimated accuracy of +/- 6 seconds.
 LW1070
 LW1070.The orthometric height was determined by differential leveling
 LW1070.and adjusted by the National Geodetic Survey in June 1991..
 LW1070.WARNING-Repeat measurements at this control monument indicate possible
 LW1070.vertical movement.
 LW1070
 LW1070.The geoid height was determined by GEOID03.
 LW1070
 LW1070.The dynamic height is computed by dividing the NAVD 88
 LW1070.geopotential number by the normal gravity value computed on the
 LW1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1070.degrees latitude (g = 980.6199 gals.).
 LW1070
 LW1070.The modeled gravity was interpolated from observed gravity values.
 LW1070
 LW1070;                    North         East    Units  Estimated Accuracy
 LW1070;SPC CT       -   273,240.      374,280.      MT  (+/- 180 meters Scaled)
 LW1070
 LW1070                          SUPERSEDED SURVEY CONTROL
 LW1070
 LW1070  NGVD 29 (??/??/92)   83.613  (m)          274.32   (f) ADJ UNCH    1 2
 LW1070
 LW1070.Superseded values are not recommended for survey control.
 LW1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1070.See file dsdata.txt to determine how the superseded data were derived.
 LW1070
 LW1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG584448(NAD 83)
 LW1070_MARKER: DD = SURVEY DISK
 LW1070_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1070_SP_SET: FOUNDATION
 LW1070_STAMPING: 274
 LW1070_MARK LOGO: USGS  
 LW1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1070+STABILITY: POSITION/ELEVATION WELL
 LW1070
 LW1070  HISTORY     - Date     Condition        Report By
 LW1070  HISTORY     - UNK      MONUMENTED       USGS
 LW1070  HISTORY     - 1935     GOOD             NGS
 LW1070  HISTORY     - 1936     GOOD             NGS
 LW1070  HISTORY     - 1984     GOOD             NGS
 LW1070  HISTORY     - 1986     GOOD             NGS
 LW1070  HISTORY     - 1988     GOOD             USPSQD
 LW1070  HISTORY     - 19900503 GOOD             USPSQD
 LW1070
 LW1070                          STATION DESCRIPTION
 LW1070
 LW1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LW1070'IN PUTNAM.
 LW1070'AT PUTNAM, WINDHAM COUNTY, AT THE MUNICIPAL BUILDING, IN THE
 LW1070'FOUNDATION OF A WATER TABLE, 5 FEET NORTHEAST OF THE SOUTH CORNER,
 LW1070'50 FEET WEST OF THE CENTERLINE OF CHURCH STREET, AND ABOUT 6
 LW1070'INCHES ABOVE THE LAWN.
 LW1070
 LW1070                          STATION RECOVERY (1936)
 LW1070
 LW1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1070'RECOVERED IN GOOD CONDITION.
 LW1070
 LW1070                          STATION RECOVERY (1984)
 LW1070
 LW1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1070'RECOVERED IN GOOD CONDITION.
 LW1070
 LW1070                          STATION RECOVERY (1986)
 LW1070
 LW1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1070'RECOVERED IN GOOD CONDITION.
 LW1070
 LW1070                          STATION RECOVERY (1988)
 LW1070
 LW1070'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1070'RECOVERED IN GOOD CONDITION.
 LW1070
 LW1070                          STATION RECOVERY (1990)
 LW1070
 LW1070'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7116 ***********************************************************************
 LX7116  DESIGNATION -  276
 LX7116  PID         -  LX7116
 LX7116  STATE/COUNTY-  CT/HARTFORD
 LX7116  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7116
 LX7116                         *CURRENT SURVEY CONTROL
 LX7116  ___________________________________________________________________
 LX7116* NAD 83(1996)-  41 43 48.47306(N)    072 39 22.17106(W)     ADJUSTED  
 LX7116* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 LX7116  ___________________________________________________________________
 LX7116  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LX7116  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7116
 LX7116  HORZ ORDER  -  SECOND
 LX7116
 LX7116.The horizontal coordinates were established by classical geodetic methods
 LX7116.and adjusted by the National Geodetic Survey in August 1998..
 LX7116
 LX7116.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7116
 LX7116.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7116
 LX7116.The geoid height was determined by GEOID03.
 LX7116
 LX7116;                    North         East     Units Scale Factor Converg.
 LX7116;SPC CT       -   252,002.652   312,608.115   MT  0.99998901   +0 03 44.0
 LX7116;SPC CT       -   826,778.70  1,025,615.12   sFT  0.99998901   +0 03 44.0
 LX7116;UTM  18      - 4,622,468.483   694,935.664   MT  1.00006764   +1 33 38.2
 LX7116
 LX7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7116!SPC CT       -   1.00000263  x   0.99998901  =   0.99999164
 LX7116!UTM  18      -   1.00000263  x   1.00006764  =   1.00007027
 LX7116
 LX7116|---------------------------------------------------------------------|
 LX7116| PID    Reference Object                     Distance      Geod. Az  |
 LX7116|                                                           dddmmss.s |
 LX7116| LX7115 276 MDC TPT                           5.187 METERS 03823     |
 LX7116| LX7111 277                                 APPROX. 0.7 KM 0783413.8 |
 LX7116| CZ5027 276  RP 2                             8.476 METERS 09443     |
 LX7116| CZ5028 276  RP 3                             4.228 METERS 17238     |
 LX7116| CZ5029 276  RP 4                             8.304 METERS 25256     |
 LX7116|---------------------------------------------------------------------|
 LX7116
 LX7116                          SUPERSEDED SURVEY CONTROL
 LX7116
 LX7116  NAD 83(1996)-  41 43 48.47265(N)    072 39 22.17118(W) AD(       ) 2
 LX7116  NAD 83(1992)-  41 43 48.47286(N)    072 39 22.17134(W) AD(       ) 2
 LX7116  NAD 83(1992)-  41 43 48.47406(N)    072 39 22.17264(W) AD(       ) 2
 LX7116  NAD 83(1986)-  41 43 48.47441(N)    072 39 22.17272(W) AD(       ) 2
 LX7116  NAD 27      -  41 43 48.11232(N)    072 39 23.83558(W) AD(       ) 2
 LX7116  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 LX7116
 LX7116.Superseded values are not recommended for survey control.
 LX7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7116.See file dsdata.txt to determine how the superseded data were derived.
 LX7116
 LX7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9493622468(NAD 83)
 LX7116_MARKER: Z = SEE DESCRIPTION
 LX7116_SETTING: 0 = UNSPECIFIED SETTING
 LX7116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7116
 LX7116  HISTORY     - Date     Condition        Report By
 LX7116  HISTORY     - 1978     MONUMENTED       CTGS
 LX7116
 LX7116                          STATION DESCRIPTION
 LX7116
 LX7116'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (NNF)
 LX7116'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF
 LX7116'WETHERSFIELD, 2 MILES SOUTHWEST OF EAST HARTFORD AND 1-3/4
 LX7116'MILES SOUTHEAST OF HARTFORD.
 LX7116'
 LX7116'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 5
 LX7116'AND 15, WILBUR CROSS HIGHWAY, AND STATE ROUTE 530, AIRPORT ROAD,
 LX7116'GO EAST ON AIRPORT ROAD FOR 0.12 MILES TO BRAINARD ROAD.  GO
 LX7116'LEFT, NORTH, ON BRAINARD ROAD FOR 0.14 MILES TO MAXIM ROAD.
 LX7116'CONTINUE ON MAXIM ROAD FOR0.70 MILES TO THE GATE AT THE BOTTOM
 LX7116'OF THE DIKE, CONTINUE FOR 0.05 MILES TO TH TOP OF THE DIKE AND
 LX7116'GO RIGHT, SOUTH, FOR 1.57 MILES ALONG THE TOP OF THE DIKE TO
 LX7116'THE STATION IN THE CENTER OF THE GRAVEL ROAD.
 LX7116'
 LX7116'THE STATION MARK 276 MDC---NO STAMPING---, IS A DRILL HOLE IN A
 LX7116'METROPOLITAN DISTRICT COMMISSION REINFORCED CONCRETE
 LX7116'MONUMENT, IN A BRASS PLUG.  THE TOP IS SET 12 INCHES BELOW THE
 LX7116'SURFACE OF THE GROUND.  IT IS IN THE CENTER OF THE GRAVEL ROAD
 LX7116'ON THE DIKE, 194 FEET EAST OF THE END OF THE PAVED RAMP TO THE
 LX7116'TOP OF THE DIKE, 0.17 MILES WESTERLY ALONG THE TOP OF THE DIKE
 LX7116'FROM A STEEL CAT WALK, 82 FEET WEST OF THE WESTERLY RANGE OF
 LX7116'THE METROPOLITAN DISTRICT HARTFORD WATER POLLUTION CONTROL
 LX7116'PLANT.
 LX7116'
 LX7116'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN A 1/2
 LX7116'INCH IN DIAMETER STEEL REINFORCING ROD.  THE TOP IS SET FLUSH
 LX7116'WITH THE SURFACE OF THE GROUND.  IT IS 206 FEET EAST OF THE
 LX7116'END OF THE PAVED RAMP TO THE TOP OF THE DIKE AND 12 FEET NORTH
 LX7116'OF THE CENTERLINE OF A GRAVEL ROAD.
 LX7116'
 LX7116'THE STATION MARK 277 MDC---NO STAMPING---, IS A DRILL HOLE IN A
 LX7116'BRASS PLUG IN A REINFORCED CONCRETE METROPOLITAN DISTRICT
 LX7116'COMMISSION MONUMENT.  THE TOP IS SET 5 INCHES BELOW THE
 LX7116'SURFACE OF THE GROUND.  IT IS 0.5 MILES NORTHEAST OF THE
 LX7116'STATION ALONG TOP OF DIKE, 166.6 FEET NORTH OF A SIGN POST, 137.5
 LX7116'FEET SOUTH OF A RUNWAY LIGHT AND 46 FEET SOUTH OF THE
 LX7116'SOUTHERN RANGE OF RUNWAY NUMBER 2.
 LX7116'
 LX7116'REFERENCE POINT 2---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7116'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET 1 INCH
 LX7116'BELOW THE SURFACE OF THE GROUND.  IT IS 221 FEET EAST OF THE
 LX7116'END OF THE PAVED RAMP TO THE TOP OF THE DIKE AND 6 FEET SOUTH
 LX7116'OF THE CENTERLINE OF A GRAVEL ROAD.
 LX7116'
 LX7116'REFERENCE POINT 3---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7116'PIN, 1 INCH SQUARE AND 48 INCHES LONG,.  THE TOP IS SET 1 INCH
 LX7116'BELOW THE SURFACE OF THE GROUND.  IT IS 194 FEET EAST OF THE
 LX7116'END OF THE PAVED RAMP TO THE TOP OF THE DIKE AND 15 FEET SOUTH
 LX7116'OF THE CENTERLINE OF A GRAVEL ROAD.
 LX7116'
 LX7116'REFERENCE POINT 4---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7116'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET 1 INCH
 LX7116'BELOW THE SURFACE OF THE GROUND.  IT IS 167 FEET EAST OF THE
 LX7116'END OF THE PAVED RAMP TO THE TOP OF THE DIKE AND 6 FEET SOUTH
 LX7116'OF THE CENTERLINE OF A GRAVEL ROAD.
 LX7116'
 LX7116'THE STATION MARK STAMPED--4534---, IS A DRILL HOLE IN A
 LX7116'BRONZE DISK, IN A REINFORCED CONCRETE POST.  THE TOP IS SET 1
 LX7116'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 1.29 MILES
 LX7116'NORTHEAST OF THE STATION ALONG THE TOP OF THE DIKE.  IT IS
 LX7116'117 FEET SOUTHEAST OF A SIGN POST ANS 59.5 FEET EAST OF THE
 LX7116'CENTERLINE OF A MANHOLE.
 LX7116'
 LX7116'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS)
 LX7116'
 LX7116'DESCRIBED BY N.N. FIERRAVANTI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2181 ***********************************************************************
 LX2181  DESIGNATION -  276 X
 LX2181  PID         -  LX2181
 LX2181  STATE/COUNTY-  CT/HARTFORD
 LX2181  USGS QUAD   -  MANCHESTER (1992)
 LX2181
 LX2181                         *CURRENT SURVEY CONTROL
 LX2181  ___________________________________________________________________
 LX2181* NAD 83(1986)-  41 46 12.     (N)    072 32 52.     (W)     SCALED    
 LX2181* NAVD 88     -        48.213  (meters)     158.18   (feet)  ADJUSTED  
 LX2181  ___________________________________________________________________
 LX2181  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2181  DYNAMIC HT  -          48.197 (meters)     158.13  (feet)  COMP
 LX2181  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 LX2181
 LX2181  VERT ORDER  -  FIRST     CLASS II
 LX2181
 LX2181.The horizontal coordinates were scaled from a topographic map and have
 LX2181.an estimated accuracy of +/- 6 seconds.
 LX2181
 LX2181.The orthometric height was determined by differential leveling
 LX2181.and adjusted by the National Geodetic Survey in June 1991..
 LX2181
 LX2181.The geoid height was determined by GEOID03.
 LX2181
 LX2181.The dynamic height is computed by dividing the NAVD 88
 LX2181.geopotential number by the normal gravity value computed on the
 LX2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2181.degrees latitude (g = 980.6199 gals.).
 LX2181
 LX2181.The modeled gravity was interpolated from observed gravity values.
 LX2181
 LX2181;                    North         East    Units  Estimated Accuracy
 LX2181;SPC CT       -   256,450.      321,620.      MT  (+/- 180 meters Scaled)
 LX2181
 LX2181                          SUPERSEDED SURVEY CONTROL
 LX2181
 LX2181.No superseded survey control is available for this station.
 LX2181
 LX2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM038271(NAD 83)
 LX2181_MARKER: DD = SURVEY DISK
 LX2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2181_SP_SET: CONCRETE POST
 LX2181_STAMPING: 276 X
 LX2181_MARK LOGO: CTGS  
 LX2181_PROJECTION: RECESSED 5 CENTIMETERS
 LX2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2181+STABILITY: SURFACE MOTION
 LX2181
 LX2181  HISTORY     - Date     Condition        Report By
 LX2181  HISTORY     - UNK      MONUMENTED       CTGS
 LX2181  HISTORY     - 1984     GOOD             NGS
 LX2181
 LX2181                          STATION DESCRIPTION
 LX2181
 LX2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2181'IN MANCHESTER.
 LX2181'IN MANCHESTER, ALONG WEST CENTER STREET, AT THE EAST SIDE OF THE
 LX2181'ENTRANCE DRIVE TO HOUSE 262, 6.40 METERS (21.0 FT) SOUTH OF THE
 LX2181'CENTERLINE OF THE STREET, 22.52 METERS (73.9 FT) NORTHWEST OF THE
 LX2181'NORTHWEST CORNER OF THE BOTTOM CONCRETE STEP OF HOUSE 256, 14.00
 LX2181'METERS (45.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE BOTTOM
 LX2181'CONCRETE STEP OF HOUSE 262.
 LX2181'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2180 ***********************************************************************
 LX2180  DESIGNATION -  277
 LX2180  PID         -  LX2180
 LX2180  STATE/COUNTY-  CT/HARTFORD
 LX2180  USGS QUAD   -  MANCHESTER (1992)
 LX2180
 LX2180                         *CURRENT SURVEY CONTROL
 LX2180  ___________________________________________________________________
 LX2180* NAD 83(1986)-  41 46 17.     (N)    072 32 30.     (W)     SCALED    
 LX2180* NAVD 88     -        47.735  (meters)     156.61   (feet)  ADJUSTED  
 LX2180  ___________________________________________________________________
 LX2180  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2180  DYNAMIC HT  -          47.719 (meters)     156.56  (feet)  COMP
 LX2180  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LX2180
 LX2180  VERT ORDER  -  FIRST     CLASS II
 LX2180
 LX2180.The horizontal coordinates were scaled from a topographic map and have
 LX2180.an estimated accuracy of +/- 6 seconds.
 LX2180
 LX2180.The orthometric height was determined by differential leveling
 LX2180.and adjusted by the National Geodetic Survey in June 1991..
 LX2180
 LX2180.The geoid height was determined by GEOID03.
 LX2180
 LX2180.The dynamic height is computed by dividing the NAVD 88
 LX2180.geopotential number by the normal gravity value computed on the
 LX2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2180.degrees latitude (g = 980.6199 gals.).
 LX2180
 LX2180.The modeled gravity was interpolated from observed gravity values.
 LX2180
 LX2180;                    North         East    Units  Estimated Accuracy
 LX2180;SPC CT       -   256,600.      322,120.      MT  (+/- 180 meters Scaled)
 LX2180
 LX2180                          SUPERSEDED SURVEY CONTROL
 LX2180
 LX2180.No superseded survey control is available for this station.
 LX2180
 LX2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM043273(NAD 83)
 LX2180_MARKER: DD = SURVEY DISK
 LX2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2180_SP_SET: CONCRETE POST
 LX2180_STAMPING: 277
 LX2180_MARK LOGO: CTGS  
 LX2180_PROJECTION: FLUSH
 LX2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2180+STABILITY: SURFACE MOTION
 LX2180
 LX2180  HISTORY     - Date     Condition        Report By
 LX2180  HISTORY     - UNK      MONUMENTED       CTGS
 LX2180  HISTORY     - 1984     GOOD             NGS
 LX2180
 LX2180                          STATION DESCRIPTION
 LX2180
 LX2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2180'IN MANCHESTER.
 LX2180'IN MANCHESTER, ALONG WEST CENTER STREET, AT THE JUNCTION OF DOUGHERTY
 LX2180'STREET, IN THE FRONT LAWN OF HOUSE 153, 9.44 METERS (31.0 FT) NORTH OF
 LX2180'THE CENTERLINE OF WEST CENTER STREET, 10.36 METERS (34.0 FT) EAST OF
 LX2180'THE CENTER OF DOUGHERTY STREET, 9.70 METERS (31.8 FT) SOUTHWEST OF THE
 LX2180'SUTHWEST CORNER OF THE BOTTOM ENTRANCE STEP OF THE HOUSE.
 LX2180'THE MARK IS 0.18 M ABOVE WEST CENTER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7111 ***********************************************************************
 LX7111  DESIGNATION -  277
 LX7111  PID         -  LX7111
 LX7111  STATE/COUNTY-  CT/HARTFORD
 LX7111  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7111
 LX7111                         *CURRENT SURVEY CONTROL
 LX7111  ___________________________________________________________________
 LX7111* NAD 83(1996)-  41 43 52.82007(N)    072 38 53.46027(W)     ADJUSTED  
 LX7111* NAVD 88     -        12.6    (meters)      41.     (feet)  VERTCON   
 LX7111  ___________________________________________________________________
 LX7111  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LX7111  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7111
 LX7111  HORZ ORDER  -  SECOND
 LX7111
 LX7111.The horizontal coordinates were established by classical geodetic methods
 LX7111.and adjusted by the National Geodetic Survey in August 1998..
 LX7111
 LX7111.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7111
 LX7111.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7111
 LX7111.The geoid height was determined by GEOID03.
 LX7111
 LX7111;                    North         East     Units Scale Factor Converg.
 LX7111;SPC CT       -   252,137.517   313,271.487   MT  0.99998908   +0 04 03.0
 LX7111;SPC CT       -   827,221.17  1,027,791.54   sFT  0.99998908   +0 04 03.0
 LX7111;UTM  18      - 4,622,620.661   695,595.336   MT  1.00007081   +1 33 57.4
 LX7111
 LX7111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7111!SPC CT       -   1.00000263  x   0.99998908  =   0.99999171
 LX7111!UTM  18      -   1.00000263  x   1.00007081  =   1.00007344
 LX7111
 LX7111|---------------------------------------------------------------------|
 LX7111| PID    Reference Object                     Distance      Geod. Az  |
 LX7111|                                                           dddmmss.s |
 LX7111| CZ5030 277  RP 1                             9.111 METERS 04248     |
 LX7111| CZ5031 277  RP 2                             3.971 METERS 12213     |
 LX7111| CZ5032 277  RP 3                             8.886 METERS 19719     |
 LX7111| LX7116 276                                 APPROX. 0.7 KM 2583432.9 |
 LX7111| LX7079 BRAINARD                            APPROX. 0.5 KM 3422346.4 |
 LX7111| LX7112 277 MDC TPT                           4.917 METERS 34327     |
 LX7111|---------------------------------------------------------------------|
 LX7111
 LX7111                          SUPERSEDED SURVEY CONTROL
 LX7111
 LX7111  NAD 83(1996)-  41 43 52.81966(N)    072 38 53.46039(W) AD(       ) 2
 LX7111  NAD 83(1992)-  41 43 52.81988(N)    072 38 53.46055(W) AD(       ) 2
 LX7111  NAD 83(1992)-  41 43 52.82107(N)    072 38 53.46186(W) AD(       ) 2
 LX7111  NAD 83(1986)-  41 43 52.82144(N)    072 38 53.46197(W) AD(       ) 2
 LX7111  NAD 27      -  41 43 52.45954(N)    072 38 55.12578(W) AD(       ) 2
 LX7111  NGVD 29 (07/19/86)   12.9    (m)           42.     (f) VERT ANG       
 LX7111
 LX7111.Superseded values are not recommended for survey control.
 LX7111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7111.See file dsdata.txt to determine how the superseded data were derived.
 LX7111
 LX7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9559522621(NAD 83)
 LX7111_MARKER: Z = SEE DESCRIPTION
 LX7111_SETTING: 0 = UNSPECIFIED SETTING
 LX7111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7111
 LX7111  HISTORY     - Date     Condition        Report By
 LX7111  HISTORY     - 1978     MONUMENTED       CTGS
 LX7111
 LX7111                          STATION DESCRIPTION
 LX7111
 LX7111'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (NNF)
 LX7111'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF
 LX7111'WETHERSFIELD, 2 MILES SOUTHWEST OF EAST HARTFORD, 1-3/4 MILES
 LX7111'SOUTHEAST OF HARTFORD.
 LX7111'
 LX7111'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES
 LX7111'5 AND 15, WILBUR CROSS HIGHWAY, AND STATE ROUTE 530, AIRPORT
 LX7111'ROAD, GO EAST ON AIRPORT ROAD FOR 0.12 MILES TO BRAINARD ROAD,
 LX7111'GO LEFT, NORTH ON BRAINARD ROAD FOR 0.14 MILES TO MAXIM ROAD.
 LX7111'CONTINUE ON MAXIM ROAD FOR 0.70 MILES TO THE GATE AT THE
 LX7111'BOTTOM OF THE DIKE, CONTINUE FOR 0.05 MILES TO THE TOP OF THE
 LX7111'DIKE AND GO RIGHT, SOUTH FOR 1.07 MILES TO THE STATION IN THE
 LX7111'CENTER OF THE GRAVEL ROAD.
 LX7111'
 LX7111'THE STATION MARK 277 MDC---NO STAMPING---, IS A DRILL HOLE IN A
 LX7111'BRASS PLUG IN A REINFORCED CONCRETE METROPOLITAN DISTRICT
 LX7111'COMMISSION MONUMENT.  THE TOP IS SET 5 INCHES BELOW THE SURFACE
 LX7111'OF THE GROUND.  IT IS 166.6 FEET NORTH OF A SIGN POST, 137.5
 LX7111'FEET SOUTH OF A RUNWAY LIGHT, 46 FEET SOUTH OF THE SOUTHERN
 LX7111'RANGE OF RUNWAY NUMBER 2 AND IT IS IN THE CENTERLINE OF THE
 LX7111'GRAVEL ROAD IN THE CENTER OF THE DIKE.
 LX7111'
 LX7111'THE STATION MARK STAMPED---4534---, IS A DRILL HOLE IN A BRONZE
 LX7111'DISK, SET IN THE TOP OF A REINFORCED CONCRETE POST.  THE TOP IS
 LX7111'SET 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS SET IN THE
 LX7111'CENTERLINE OF THE DIKE, 117.0 FEET SOUTHEAST OF A SIGN POST,
 LX7111'59.5 FEET EAST OF THE CENTERLINE OF A MANHOLE COVER AND 0.79
 LX7111'MILES NORTH OF THE STATION ALONG THE TOP OF THE DIKE.
 LX7111'
 LX7111'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7111'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET 1 INCH
 LX7111'BELOW THE SURFACE OF THE GROUND.  IT IS 197.1 FEET NORTHEAST
 LX7111'OF A SIGN POST, 109.1 FEET SOUTH OF A RUNWAY LIGHT AND 7 FEET
 LX7111'EAST OF THE CENTERLINE OF A GRAVEL ROAD.
 LX7111'
 LX7111'REFERENCE POINT 2---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7111'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET 1 INCH
 LX7111'BELOW THE SURFACE OF THE GROUND.  IT IS 167.6 FEET NORTHEAST
 LX7111'OF A SIGN POST, 139.7 FEET SOUTH OF A RUNWAY LIGHT AND 13 FEET
 LX7111'EAST OF THE CENTERLINE OF A GRAVEL ROAD.
 LX7111'
 LX7111'REFERENCE POINT 3---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7111'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET 1 INCH
 LX7111'BELOW THE SURFACE OF THE GROUND.  IT IS 139.4 FEET NORTHEAST
 LX7111'OF A SIGN POST, 166.4 FEET SOUTH OF A RUNWAY LIGHT AND 6 FEET
 LX7111'EAST OF THE CENTERLINE OF A GRAVEL ROAD.
 LX7111'
 LX7111'THE STATION MARK 276 MDC---NO STAMPING---, IS A DRILL HOLE IN A
 LX7111'BRASS PLUG IN A REINFORCED CONCRETE METROPOLITAN DISTRICT
 LX7111'COMISSION MONUMENT.  THE TOP IS SET 12 INCHES BELOW THE
 LX7111'SURFACE OF THE GROUND.  IT IS 0.50 MILES SOUTHWEST OF THE
 LX7111'STATION ALONG THE DIKE, 194 FEET EAST OF THE END OF THE PAVED
 LX7111'RAMP AND 82 FEET WEST OF THE WEST RANGE OF THE METROPOLITAN
 LX7111'DISTRICT HARTFORD WATER POLLUTION CONTROLL PLANT.
 LX7111'
 LX7111'REFERENCE POINT 4---NO STAMPING---, IS A DRILL HOLE IN A 1/2
 LX7111'INCH IN DIAMETER STEEL REINFORCING ROD.  THE TOP IS SET FLUSH
 LX7111'WITH THE SURFACE OF THE GROUND.  IT IS 178.3 FEET NORTH OF A
 LX7111'SIGN POST, 125.9 FEET SOUTH OF A RUNWAY LIGHT AND 12 FEET WEST
 LX7111'OF THE CENTERLINE OF THE GRAVEL DRIVE.
 LX7111'
 LX7111'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX7111'
 LX7111'DESCRIBED BY N.N. FIERRAVANTI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0879 ***********************************************************************
 LX0879  DESIGNATION -  277 T OF S
 LX0879  PID         -  LX0879
 LX0879  STATE/COUNTY-  CT/FAIRFIELD
 LX0879  USGS QUAD   -  BRIDGEPORT (1984)
 LX0879
 LX0879                         *CURRENT SURVEY CONTROL
 LX0879  ___________________________________________________________________
 LX0879* NAD 83(1986)-  41 11 24.     (N)    073 07 39.     (W)     SCALED    
 LX0879* NAVD 88     -         4.968  (meters)      16.30   (feet)  ADJUSTED  
 LX0879  ___________________________________________________________________
 LX0879  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0879  DYNAMIC HT  -           4.966 (meters)      16.29  (feet)  COMP
 LX0879  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX0879
 LX0879  VERT ORDER  -  FIRST     CLASS I
 LX0879
 LX0879.The horizontal coordinates were scaled from a topographic map and have
 LX0879.an estimated accuracy of +/- 6 seconds.
 LX0879
 LX0879.The orthometric height was determined by differential leveling
 LX0879.and adjusted by the National Geodetic Survey in June 1991..
 LX0879
 LX0879.The geoid height was determined by GEOID03.
 LX0879
 LX0879.The dynamic height is computed by dividing the NAVD 88
 LX0879.geopotential number by the normal gravity value computed on the
 LX0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0879.degrees latitude (g = 980.6199 gals.).
 LX0879
 LX0879.The modeled gravity was interpolated from observed gravity values.
 LX0879
 LX0879;                    North         East    Units  Estimated Accuracy
 LX0879;SPC CT       -   192,080.      273,130.      MT  (+/- 180 meters Scaled)
 LX0879
 LX0879                          SUPERSEDED SURVEY CONTROL
 LX0879
 LX0879  NGVD 29 (??/??/92)    5.30   (m)           17.4    (f) COMPUTED    1 1
 LX0879
 LX0879.Superseded values are not recommended for survey control.
 LX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0879.See file dsdata.txt to determine how the superseded data were derived.
 LX0879
 LX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL570615(NAD 83)
 LX0879_MARKER: DD = SURVEY DISK
 LX0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0879_STAMPING: 277
 LX0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0879+STABILITY: SURFACE MOTION
 LX0879
 LX0879  HISTORY     - Date     Condition        Report By
 LX0879  HISTORY     - UNK      MONUMENTED       LOCENG
 LX0879  HISTORY     - 1965     GOOD             NGS
 LX0879  HISTORY     - 1971     GOOD             LOCENG
 LX0879
 LX0879                          STATION DESCRIPTION
 LX0879
 LX0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0879'AT STRATFORD.
 LX0879'AT STRATFORD, AT THE INTERSECTION OF BROAD AND ELM STREET,
 LX0879'28 FEET NORTH OF THE CENTER LINE OF BROAD STREET, 22 FEET EAST
 LX0879'OF THE CENTER LINE OF ELM STREET, 21.2 FEET NORTHWEST OF A FIRE
 LX0879'HYDRANT, 5.8 FEET WEST OF THE WEST EDGE OF THE ELM STREET
 LX0879'SIDEWALK.  1/2 FEET ABOVE THE LEVEL OF THE STREETS, SET IN THE
 LX0879'TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 LX0879
 LX0879                          STATION RECOVERY (1971)
 LX0879
 LX0879'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 LX0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3076 ***********************************************************************
 LX3076  DESIGNATION -  2778
 LX3076  PID         -  LX3076
 LX3076  STATE/COUNTY-  CT/MIDDLESEX
 LX3076  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3076
 LX3076                         *CURRENT SURVEY CONTROL
 LX3076  ___________________________________________________________________
 LX3076* NAD 83(1986)-  41 33 46.     (N)    072 32 37.     (W)     SCALED    
 LX3076* NAVD 88     -        91.233  (meters)     299.32   (feet)  ADJUSTED  
 LX3076  ___________________________________________________________________
 LX3076  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3076  DYNAMIC HT  -          91.202 (meters)     299.22  (feet)  COMP
 LX3076  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX3076
 LX3076  VERT ORDER  -  FIRST     CLASS II
 LX3076
 LX3076.The horizontal coordinates were scaled from a topographic map and have
 LX3076.an estimated accuracy of +/- 6 seconds.
 LX3076
 LX3076.The orthometric height was determined by differential leveling
 LX3076.and adjusted by the National Geodetic Survey in June 1991..
 LX3076
 LX3076.The geoid height was determined by GEOID03.
 LX3076
 LX3076.The dynamic height is computed by dividing the NAVD 88
 LX3076.geopotential number by the normal gravity value computed on the
 LX3076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3076.degrees latitude (g = 980.6199 gals.).
 LX3076
 LX3076.The modeled gravity was interpolated from observed gravity values.
 LX3076
 LX3076;                    North         East    Units  Estimated Accuracy
 LX3076;SPC CT       -   233,430.      322,020.      MT  (+/- 180 meters Scaled)
 LX3076
 LX3076                          SUPERSEDED SURVEY CONTROL
 LX3076
 LX3076.No superseded survey control is available for this station.
 LX3076
 LX3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM048041(NAD 83)
 LX3076_MARKER: DD = SURVEY DISK
 LX3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3076_SP_SET: CONCRETE POST
 LX3076_STAMPING: 2778
 LX3076_MARK LOGO: CTGS  
 LX3076_PROJECTION: RECESSED 12 CENTIMETERS
 LX3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3076+STABILITY: SURFACE MOTION
 LX3076
 LX3076  HISTORY     - Date     Condition        Report By
 LX3076  HISTORY     - 1940     MONUMENTED       CTGS
 LX3076  HISTORY     - 1986     GOOD             NGS
 LX3076  HISTORY     - 19970904 GOOD             USPSQD
 LX3076
 LX3076                          STATION DESCRIPTION
 LX3076
 LX3076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3076'1.0 KM (0.65 MI) EAST FROM COBALT.
 LX3076'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3076'STATE HIGHWAY 151 IN COBALT TO THE MARK ON THE RIGHT, 5.4 METERS (18.0
 LX3076'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.9 METERS (36.0 FT)
 LX3076'NORTH OF THE CENTERLINE OF LONG HILL ROAD, 7.5 METERS (24.8 FT) EAST
 LX3076'OF THE EAST END OF THE GUARD POST, 3.8 METERS (12.6 FT) NORTHWEST OF
 LX3076'POWER POLE NO. 2425.
 LX3076'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX3076'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX3076
 LX3076                          STATION RECOVERY (1997)
 LX3076
 LX3076'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2177 ***********************************************************************
 LX2177  DESIGNATION -  278 X
 LX2177  PID         -  LX2177
 LX2177  STATE/COUNTY-  CT/HARTFORD
 LX2177  USGS QUAD   -  MANCHESTER (1992)
 LX2177
 LX2177                         *CURRENT SURVEY CONTROL
 LX2177  ___________________________________________________________________
 LX2177* NAD 83(1986)-  41 46 33.     (N)    072 31 18.     (W)     SCALED    
 LX2177* NAVD 88     -        82.490  (meters)     270.64   (feet)  ADJUSTED  
 LX2177  ___________________________________________________________________
 LX2177  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2177  DYNAMIC HT  -          82.463 (meters)     270.55  (feet)  COMP
 LX2177  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 LX2177
 LX2177  VERT ORDER  -  FIRST     CLASS II
 LX2177
 LX2177.The horizontal coordinates were scaled from a topographic map and have
 LX2177.an estimated accuracy of +/- 6 seconds.
 LX2177
 LX2177.The orthometric height was determined by differential leveling
 LX2177.and adjusted by the National Geodetic Survey in June 1991..
 LX2177
 LX2177.The geoid height was determined by GEOID03.
 LX2177
 LX2177.The dynamic height is computed by dividing the NAVD 88
 LX2177.geopotential number by the normal gravity value computed on the
 LX2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2177.degrees latitude (g = 980.6199 gals.).
 LX2177
 LX2177.The modeled gravity was interpolated from observed gravity values.
 LX2177
 LX2177;                    North         East    Units  Estimated Accuracy
 LX2177;SPC CT       -   257,100.      323,780.      MT  (+/- 180 meters Scaled)
 LX2177
 LX2177                          SUPERSEDED SURVEY CONTROL
 LX2177
 LX2177.No superseded survey control is available for this station.
 LX2177
 LX2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM059278(NAD 83)
 LX2177_MARKER: DD = SURVEY DISK
 LX2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2177_SP_SET: CONCRETE POST
 LX2177_STAMPING: 278 X
 LX2177_MARK LOGO: CTGS  
 LX2177_PROJECTION: FLUSH
 LX2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2177+STABILITY: SURFACE MOTION
 LX2177
 LX2177  HISTORY     - Date     Condition        Report By
 LX2177  HISTORY     - UNK      MONUMENTED       CTGS
 LX2177  HISTORY     - 1984     GOOD             NGS
 LX2177  HISTORY     - 1986     GOOD             NGS
 LX2177
 LX2177                          STATION DESCRIPTION
 LX2177
 LX2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2177'IN MANCHESTER.
 LX2177'IN MANCHESTER, ALONG U.S. HIGHWAYS 6 AND 44, AT THE INTERSECTION OF
 LX2177'STATE HIGHWAY 83, AT THE SOUTH EDGE OF A HEDGE ROW AROUND THE CENTER
 LX2177'CONGREGATIONAL CHURCH, 2.70 METERS (8.8 FT) NORTH OF THE NORTH CURB OF
 LX2177'THE HIGHWAYS, 17.40 METERS (57.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 LX2177'OF THE BOTTOM ENTRANCE STEP OF THE CHURCH, 2.43 METERS (8.0 FT)
 LX2177'NORTHEAST OF UTILITY POLE 1366.
 LX2177'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
 LX2177
 LX2177                          STATION RECOVERY (1986)
 LX2177
 LX2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1740 ***********************************************************************
 LW1740  DESIGNATION -  2785 CTGS
 LW1740  PID         -  LW1740
 LW1740  STATE/COUNTY-  CT/NEW LONDON
 LW1740  USGS QUAD   -  OLD MYSTIC (1983)
 LW1740
 LW1740                         *CURRENT SURVEY CONTROL
 LW1740  ___________________________________________________________________
 LW1740* NAD 83(1986)-  41 26 31.     (N)    071 53 31.     (W)     SCALED    
 LW1740* NAVD 88     -        50.773  (meters)     166.58   (feet)  ADJUSTED  
 LW1740  ___________________________________________________________________
 LW1740  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW1740  DYNAMIC HT  -          50.755 (meters)     166.52  (feet)  COMP
 LW1740  MODELED GRAV-     980,265.2   (mgal)                       NAVD 88
 LW1740
 LW1740  VERT ORDER  -  FIRST     CLASS II
 LW1740
 LW1740.The horizontal coordinates were scaled from a topographic map and have
 LW1740.an estimated accuracy of +/- 6 seconds.
 LW1740
 LW1740.The orthometric height was determined by differential leveling
 LW1740.and adjusted by the National Geodetic Survey in June 1991..
 LW1740
 LW1740.The geoid height was determined by GEOID03.
 LW1740
 LW1740.The dynamic height is computed by dividing the NAVD 88
 LW1740.geopotential number by the normal gravity value computed on the
 LW1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1740.degrees latitude (g = 980.6199 gals.).
 LW1740
 LW1740.The modeled gravity was interpolated from observed gravity values.
 LW1740
 LW1740;                    North         East    Units  Estimated Accuracy
 LW1740;SPC CT       -   220,350.      376,510.      MT  (+/- 180 meters Scaled)
 LW1740
 LW1740                          SUPERSEDED SURVEY CONTROL
 LW1740
 LW1740.No superseded survey control is available for this station.
 LW1740
 LW1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF584918(NAD 83)
 LW1740_MARKER: DD = SURVEY DISK
 LW1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1740_SP_SET: CONCRETE POST
 LW1740_STAMPING: 2785
 LW1740_MARK LOGO: CTGS  
 LW1740_PROJECTION: RECESSED 13 CENTIMETERS
 LW1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1740+STABILITY: SURFACE MOTION
 LW1740
 LW1740  HISTORY     - Date     Condition        Report By
 LW1740  HISTORY     - UNK      MONUMENTED       CTGS
 LW1740  HISTORY     - 1984     GOOD             NGS
 LW1740  HISTORY     - 19901001 GOOD             USPSQD
 LW1740
 LW1740                          STATION DESCRIPTION
 LW1740
 LW1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1740'IN NORTH STONINGTON.
 LW1740'IN NORTH STONINGTON, 0.2 KM (0.1 MI) WEST ALONG MYSTIC ROAD FROM THE
 LW1740'INTERSECTION OF STATE HIGHWAY 2 TO THE MARK ON THE RIGHT, AT THE SOUTH
 LW1740'EDGE OF AN OPEN FIELD AND AT THE WEST END OF A CEMETERY, 8.53 METERS
 LW1740'(28.0 FT) NORTH OF THE CENTERLINE OF MYSTIC ROAD, 17.77 METERS
 LW1740'(58.3 FT) SOUTHWEST OF THE TOP CENTER OF A GRANITE POST AT THE
 LW1740'NORTHWEST CORNER OF THE CEMETERY, 5.94 METERS (19.5 FT) NORTHWEST OF
 LW1740'THE TOP CENTER OF A GRANITE POST AT THE SOUTHWEST CORNER OF THE
 LW1740'CEMETERY, 1.52 METERS (5.0 FT) NORTH OF A STONE WALL IN FRONT OF THE
 LW1740'CEMETERY.
 LW1740'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 LW1740'THE MARK IS 0.91 M ABOVE MYSTIC ROAD.
 LW1740
 LW1740                          STATION RECOVERY (1990)
 LW1740
 LW1740'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1749 ***********************************************************************
 LW1749  DESIGNATION -  28
 LW1749  PID         -  LW1749
 LW1749  STATE/COUNTY-  CT/NEW LONDON
 LW1749  USGS QUAD   -  ASHAWAY (1984)
 LW1749
 LW1749                         *CURRENT SURVEY CONTROL
 LW1749  ___________________________________________________________________
 LW1749* NAD 83(1986)-  41 22 54.     (N)    071 50 29.     (W)     SCALED    
 LW1749* NAVD 88     -        26.716  (meters)      87.65   (feet)  ADJUSTED  
 LW1749  ___________________________________________________________________
 LW1749  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW1749  DYNAMIC HT  -          26.707 (meters)      87.62  (feet)  COMP
 LW1749  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LW1749
 LW1749  VERT ORDER  -  FIRST     CLASS II
 LW1749
 LW1749.The horizontal coordinates were scaled from a topographic map and have
 LW1749.an estimated accuracy of +/- 6 seconds.
 LW1749
 LW1749.The orthometric height was determined by differential leveling
 LW1749.and adjusted by the National Geodetic Survey in June 1991..
 LW1749
 LW1749.The geoid height was determined by GEOID03.
 LW1749
 LW1749.The dynamic height is computed by dividing the NAVD 88
 LW1749.geopotential number by the normal gravity value computed on the
 LW1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1749.degrees latitude (g = 980.6199 gals.).
 LW1749
 LW1749.The modeled gravity was interpolated from observed gravity values.
 LW1749
 LW1749;                    North         East    Units  Estimated Accuracy
 LW1749;SPC CT       -   213,700.      380,800.      MT  (+/- 180 meters Scaled)
 LW1749
 LW1749                          SUPERSEDED SURVEY CONTROL
 LW1749
 LW1749.No superseded survey control is available for this station.
 LW1749
 LW1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF624850(NAD 83)
 LW1749_MARKER: DD = SURVEY DISK
 LW1749_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LW1749_SP_SET: SIDEWALK
 LW1749_STAMPING: 28
 LW1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1749
 LW1749  HISTORY     - Date     Condition        Report By
 LW1749  HISTORY     - UNK      MONUMENTED       LOCENG
 LW1749  HISTORY     - 1984     GOOD             NGS
 LW1749  HISTORY     - 1987     GOOD             RIGS
 LW1749  HISTORY     - 19901001 GOOD             USPSQD
 LW1749
 LW1749                          STATION DESCRIPTION
 LW1749
 LW1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1749'IN PAWCATUCK.
 LW1749'IN PAWCATUCK, 0.9 KM (0.55 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM
 LW1749'THE JUNCTION OF U.S. HIGHWAY 1, FLUSH IN THE SOUTHWEST SIDEWALK OF
 LW1749'HIGHWAY 2, MARK IS A CITY OF STONINGTON DISK, 0.61 METER (2.0 FT)
 LW1749'SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 8.23 METERS (27.0 FT)
 LW1749'SOUTHEAST OF THE CENTER OF THE ENTRANCE WALK OF HOUSE 110,
 LW1749'14.93 METERS (49.0 FT) SOUTHEAST OF POWER POLE 598, 1.16 METERS
 LW1749'(3.8 FT) NORTHEAST OF THE NORTHEAST FACE OF A STONE FENCE.
 LW1749'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1749
 LW1749                          STATION RECOVERY (1987)
 LW1749
 LW1749'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987
 LW1749'RECOVERED IN GOOD CONDITION.
 LW1749
 LW1749                          STATION RECOVERY (1990)
 LW1749
 LW1749'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7637 ***********************************************************************
 LX7637  DESIGNATION -  28 RESET
 LX7637  PID         -  LX7637
 LX7637  STATE/COUNTY-  CT/NEW LONDON
 LX7637  USGS QUAD   -  UNCASVILLE (1984)
 LX7637
 LX7637                         *CURRENT SURVEY CONTROL
 LX7637  ___________________________________________________________________
 LX7637* NAD 83(1996)-  41 29 51.43368(N)    072 04 58.14885(W)     ADJUSTED  
 LX7637* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX7637  ___________________________________________________________________
 LX7637  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LX7637  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX7637
 LX7637  HORZ ORDER  -  THIRD
 LX7637
 LX7637.The horizontal coordinates were established by classical geodetic methods
 LX7637.and adjusted by the National Geodetic Survey in August 1998..
 LX7637
 LX7637.The orthometric height was scaled from a topographic map.
 LX7637
 LX7637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7637
 LX7637.The geoid height was determined by GEOID03.
 LX7637
 LX7637;                    North         East     Units Scale Factor Converg.
 LX7637;SPC CT       -   226,389.854   360,508.214   MT  0.99998334   +0 26 32.6
 LX7637;SPC CT       -   742,747.38  1,182,767.37   sFT  0.99998334   +0 26 32.6
 LX7637;UTM  18      - 4,598,109.186   743,497.924   MT  1.00032972   +1 56 01.8
 LX7637;UTM  19      - 4,598,589.346   242,674.602   MT  1.00041496   -2 02 37.5
 LX7637
 LX7637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7637!SPC CT       -   1.00000465  x   0.99998334  =   0.99998799
 LX7637!UTM  18      -   1.00000465  x   1.00032972  =   1.00033437
 LX7637!UTM  19      -   1.00000465  x   1.00041496  =   1.00041961
 LX7637
 LX7637:                Primary Azimuth Mark                     Grid Az
 LX7637:SPC CT       -  INTERNATIONAL SILVER CO STACK            003 12 30.9
 LX7637:UTM  18      -  INTERNATIONAL SILVER CO STACK            001 43 01.7
 LX7637:UTM  19      -  INTERNATIONAL SILVER CO STACK            005 41 41.0
 LX7637
 LX7637|---------------------------------------------------------------------|
 LX7637| PID    Reference Object                     Distance      Geod. Az  |
 LX7637|                                                           dddmmss.s |
 LX7637| LX4760 INTERNATIONAL SILVER CO STACK       APPROX. 1.4 KM 0033903.5 |
 LX7637| LX4766 LESTERS BARN CUPOLA                 APPROX. 0.9 KM 0260200.9 |
 LX7637| LX5103 PERCHE ROCK LIGHT 13                 40.409 METERS 14508     |
 LX7637| LX5106 PRIDE PIER LIGHT 16                 APPROX. 0.7 KM 1604031.0 |
 LX7637| LX5107 INDIAN HILL LIGHT 11                APPROX. 1.3 KM 1683322.5 |
 LX7637| CZ6897 28 RM 1                              29.790 METERS 17121     |
 LX7637| CZ6898 28 RM 2                              28.569 METERS 23831     |
 LX7637| LX4769 SAND PIER LIGHT 15                  APPROX. 0.7 KM 3465033.8 |
 LX7637| LX4759 DAHL CO STACK                       APPROX. 1.1 KM 3533210.7 |
 LX7637|---------------------------------------------------------------------|
 LX7637
 LX7637                          SUPERSEDED SURVEY CONTROL
 LX7637
 LX7637  NAD 83(1992)-  41 29 51.43269(N)    072 04 58.14820(W) AD(       ) 3
 LX7637  NAD 83(1986)-  41 29 51.43325(N)    072 04 58.15066(W) AD(       ) 3
 LX7637
 LX7637.Superseded values are not recommended for survey control.
 LX7637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7637.See file dsdata.txt to determine how the superseded data were derived.
 LX7637
 LX7637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4349898109(NAD 83)
 LX7637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7637_SETTING: 66 = SET IN ROCK OUTCROP
 LX7637_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7637+STABILITY: POSITION/ELEVATION WELL
 LX7637
 LX7637  HISTORY     - Date     Condition        Report By
 LX7637  HISTORY     - UNK      MONUMENTED
 LX7637  HISTORY     - 1985     SEE DESCRIPTION  NGS
 LX7637
 LX7637                          STATION DESCRIPTION
 LX7637
 LX7637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LX7637'THE STEM FOR THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE
 LX7637'RECOVERED.  A NEW DISK  WAS SET FOR THE STATION MARK USING THE CENTER
 LX7637'STEM AS PLUMB.  THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT A
 LX7637'SHORTER DISTANCE OF 0.061 METER WAS NOTED TO REFERENCE MARK 2.
 LX7637'THIS WAS PROBABLY CAUSED BY THE LARGE DIFFERENCE IN ELEVATION.  THE
 LX7637'DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 LX7637'FOLLOWS.
 LX7637'
 LX7637'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTH OF MOHEGAN, 0.4 KM
 LX7637'(0.25 MI) NORTH OF TRADERS COVE, ON THE WEST SIDE OF THE THAMES
 LX7637'RIVER AND ON A ROCK OUTCROP BETWEEN THE RIVER
 LX7637'AND THE RAILROAD TRACKS.
 LX7637'
 LX7637'TO REACH THE STATION FROM THE JUNCTION OF THE STATE HIGHWAYS 2A AND
 LX7637'32, JUST NORTH OF MOHEGAN, GO NORTH ON HIGHWAY 32 FOR 2.8 KM
 LX7637'(1.75 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON EVERETT
 LX7637'STREET FOR 0.3 KM (0.2 MI) TO THE END OF EVERETT STREET AND THE END
 LX7637'OF TRUCK TRAVEL.  PACK DOWN STEEP BANK FOR ABOUT 200 FT TO THE
 LX7637'RAILROAD TRACKS, THENCE SOUTH ALONG TRACKS FOR ABOUT 800 YARDS TO
 LX7637'THE STATION ON THE LEFT.
 LX7637'
 LX7637'THE STATION IS A STANDARD NGS DISK STAMPED--NO 28 USE 1934
 LX7637'1985--CEMENTED IN A DRILL HOLE IN ROCK OUTCROP ALONG THE EDGE OF A
 LX7637'ROCK JETTY ALONG THE RIVER.
 LX7637'THE MARK IS LOCATED 40.5M (133.0 FT) NNW OF LIGHT NUMBER 33
 LX7637'23.5 M (77.0 FT) E OF THE EAST RAIL OF THE RAILROAD TRACKS
 LX7637'0.5 M (1.5 FT) SW OF A 3.5 BY 3.5 FT OLD LIGHT BASE WHICH
 LX7637'PROJECTS 4 FEET
 LX7637'
 LX7637'REFERENCE MARK 1 IS A STANDARD NGS DISK STAMPED--LEDGE 28 USE NO 1
 LX7637'1934--CEMENTED IN A DRILL HOLE IN A LARGE BOULDER AT THE EDGE OF THE
 LX7637'RIVER. THE BOULDER PROJECTS 1.2 METERS (4 FT) AND IS 0.6 METER (2 FT)
 LX7637'BELOW THE STATION.
 LX7637'THE MARK IS LOCATED 19.2 M (63.0 FT) E OF THE EAST RAIL OF THE
 LX7637'RAILROAD TRACKS
 LX7637'
 LX7637'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED--LEDGE 28 USE NO 2
 LX7637'1934--CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP ON THE WEST SIDE
 LX7637'OF THE RAILROAD TRACKS.  THE DISK IS ABOUT 5 FT HIGHER THAN THE
 LX7637'TRACKS AND 3.0 METER (10 FT) ABOVE THE STATION.
 LX7637'THE MARK IS LOCATED 11.3 M (37.0 FT) SW OF A TWIN TRUNKED
 LX7637'OAK TREE AND 3.0 M (10.0 FT) W OF THE WEST RAIL OF THE
 LX7637'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2066 ***********************************************************************
 LX2066  DESIGNATION -  28 Y
 LX2066  PID         -  LX2066
 LX2066  STATE/COUNTY-  CT/HARTFORD
 LX2066  USGS QUAD   -  BROAD BROOK (1984)
 LX2066
 LX2066                         *CURRENT SURVEY CONTROL
 LX2066  ___________________________________________________________________
 LX2066* NAD 83(1986)-  41 59 01.     (N)    072 31 04.     (W)     SCALED    
 LX2066* NAVD 88     -        50.462  (meters)     165.56   (feet)  ADJUSTED  
 LX2066  ___________________________________________________________________
 LX2066  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2066  DYNAMIC HT  -          50.447 (meters)     165.51  (feet)  COMP
 LX2066  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 LX2066
 LX2066  VERT ORDER  -  FIRST     CLASS II
 LX2066
 LX2066.The horizontal coordinates were scaled from a topographic map and have
 LX2066.an estimated accuracy of +/- 6 seconds.
 LX2066
 LX2066.The orthometric height was determined by differential leveling
 LX2066.and adjusted by the National Geodetic Survey in June 1991..
 LX2066
 LX2066.The geoid height was determined by GEOID03.
 LX2066
 LX2066.The dynamic height is computed by dividing the NAVD 88
 LX2066.geopotential number by the normal gravity value computed on the
 LX2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2066.degrees latitude (g = 980.6199 gals.).
 LX2066
 LX2066.The modeled gravity was interpolated from observed gravity values.
 LX2066
 LX2066;                    North         East    Units  Estimated Accuracy
 LX2066;SPC CT       -   280,180.      324,050.      MT  (+/- 180 meters Scaled)
 LX2066
 LX2066                          SUPERSEDED SURVEY CONTROL
 LX2066
 LX2066.No superseded survey control is available for this station.
 LX2066
 LX2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM056509(NAD 83)
 LX2066_MARKER: DD = SURVEY DISK
 LX2066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2066_SP_SET: ABUTMENT
 LX2066_STAMPING: 28 Y 1928
 LX2066_MARK LOGO: USGS  
 LX2066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2066
 LX2066  HISTORY     - Date     Condition        Report By
 LX2066  HISTORY     - 1928     MONUMENTED       USGS
 LX2066  HISTORY     - 1984     GOOD             NGS
 LX2066  HISTORY     - 20030424 GOOD             INDIV
 LX2066
 LX2066                          STATION DESCRIPTION
 LX2066
 LX2066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2066'1.9 KM (1.2 MI) EAST FROM HAZARDVILLE.
 LX2066'1.9 KM (1.15 MI) EAST ALONG STATE HIGHWAY 190 FROM THE JUNCTION OF
 LX2066'STATE HIGHWAY 192 IN HAZARDVILLE, THENCE 0.1 KM (0.05 MI) SOUTH ALONG
 LX2066'THE PENN CENTRAL RAILROAD TRACKS TO THE MARK ON THE RIGHT, IN TOP OF
 LX2066'THE WEST END OF THE NORTH ABUTMENT OF THE BRIDGE OVER A ROAD AND THE
 LX2066'SCANTIC RIVER, 1.92 METERS (6.3 FT) WEST OF THE WEST RAIL OF THE
 LX2066'TRACKS, 0.37 METER (1.2 FT) EAST OF THE WEST END OF THE ABUTMENT.
 LX2066'THE MARK IS 0.3 M BELOW TRACKS.
 LX2066
 LX2066                          STATION RECOVERY (2003)
 LX2066
 LX2066'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2037 ***********************************************************************
 LX2037  DESIGNATION -  2808 X
 LX2037  PID         -  LX2037
 LX2037  STATE/COUNTY-  CT/HARTFORD
 LX2037  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2037
 LX2037                         *CURRENT SURVEY CONTROL
 LX2037  ___________________________________________________________________
 LX2037* NAD 83(1986)-  41 56 30.     (N)    072 43 28.     (W)     SCALED    
 LX2037* NAVD 88     -        58.049  (meters)     190.45   (feet)  ADJUSTED  
 LX2037  ___________________________________________________________________
 LX2037  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2037  DYNAMIC HT  -          58.032 (meters)     190.39  (feet)  COMP
 LX2037  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 LX2037
 LX2037  VERT ORDER  -  FIRST     CLASS II
 LX2037
 LX2037.The horizontal coordinates were scaled from a topographic map and have
 LX2037.an estimated accuracy of +/- 6 seconds.
 LX2037
 LX2037.The orthometric height was determined by differential leveling
 LX2037.and adjusted by the National Geodetic Survey in June 1991..
 LX2037
 LX2037.The geoid height was determined by GEOID03.
 LX2037
 LX2037.The dynamic height is computed by dividing the NAVD 88
 LX2037.geopotential number by the normal gravity value computed on the
 LX2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2037.degrees latitude (g = 980.6199 gals.).
 LX2037
 LX2037.The modeled gravity was interpolated from observed gravity values.
 LX2037
 LX2037;                    North         East    Units  Estimated Accuracy
 LX2037;SPC CT       -   275,490.      306,920.      MT  (+/- 180 meters Scaled)
 LX2037
 LX2037                          SUPERSEDED SURVEY CONTROL
 LX2037
 LX2037.No superseded survey control is available for this station.
 LX2037
 LX2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM886458(NAD 83)
 LX2037_MARKER: DD = SURVEY DISK
 LX2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2037_SP_SET: CONCRETE POST
 LX2037_STAMPING: 2808 X
 LX2037_MARK LOGO: CTGS  
 LX2037_PROJECTION: RECESSED 20 CENTIMETERS
 LX2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2037+STABILITY: SURFACE MOTION
 LX2037
 LX2037  HISTORY     - Date     Condition        Report By
 LX2037  HISTORY     - UNK      MONUMENTED       CTGS
 LX2037  HISTORY     - 1984     GOOD             NGS
 LX2037
 LX2037                          STATION DESCRIPTION
 LX2037
 LX2037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2037'IN EAST GRANBY.
 LX2037'IN EAST GRANBY, AT THE JUNCTION OF MEMORIAL DRIVE AND STATE HIGHWAY
 LX2037'187, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 20,
 LX2037'9.90 METERS (32.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2037'22.40 METERS (73.5 FT) NORTH OF THE CENTER OF MEMORIAL DRIVE,
 LX2037'25.0 METERS (82.0 FT) EAST OF THE EAST FACE OF A 0.91 BY 0.91 METER (3
 LX2037'BY 3 FT) GRANITE STONE MONUMENT WITH A BRONZE PLAQUE (FIRST TURKEY
 LX2037'HILL MEETING HOUSE), 11.33 METERS (37.2 FT) SOUTHWEST OF POWER POLE
 LX2037'157.
 LX2037'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2038 ***********************************************************************
 LX2038  DESIGNATION -  2809
 LX2038  PID         -  LX2038
 LX2038  STATE/COUNTY-  CT/HARTFORD
 LX2038  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2038
 LX2038                         *CURRENT SURVEY CONTROL
 LX2038  ___________________________________________________________________
 LX2038* NAD 83(1986)-  41 56 36.     (N)    072 43 34.     (W)     SCALED    
 LX2038* NAVD 88     -        57.195  (meters)     187.65   (feet)  ADJUSTED  
 LX2038  ___________________________________________________________________
 LX2038  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2038  DYNAMIC HT  -          57.179 (meters)     187.59  (feet)  COMP
 LX2038  MODELED GRAV-     980,336.3   (mgal)                       NAVD 88
 LX2038
 LX2038  VERT ORDER  -  FIRST     CLASS II
 LX2038
 LX2038.The horizontal coordinates were scaled from a topographic map and have
 LX2038.an estimated accuracy of +/- 6 seconds.
 LX2038
 LX2038.The orthometric height was determined by differential leveling
 LX2038.and adjusted by the National Geodetic Survey in June 1991..
 LX2038
 LX2038.The geoid height was determined by GEOID03.
 LX2038
 LX2038.The dynamic height is computed by dividing the NAVD 88
 LX2038.geopotential number by the normal gravity value computed on the
 LX2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2038.degrees latitude (g = 980.6199 gals.).
 LX2038
 LX2038.The modeled gravity was interpolated from observed gravity values.
 LX2038
 LX2038;                    North         East    Units  Estimated Accuracy
 LX2038;SPC CT       -   275,680.      306,780.      MT  (+/- 180 meters Scaled)
 LX2038
 LX2038                          SUPERSEDED SURVEY CONTROL
 LX2038
 LX2038.No superseded survey control is available for this station.
 LX2038
 LX2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM884459(NAD 83)
 LX2038_MARKER: DD = SURVEY DISK
 LX2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2038_SP_SET: CONCRETE POST
 LX2038_STAMPING: 2809
 LX2038_MARK LOGO: CTGS  
 LX2038_PROJECTION: RECESSED 15 CENTIMETERS
 LX2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2038+STABILITY: SURFACE MOTION
 LX2038
 LX2038  HISTORY     - Date     Condition        Report By
 LX2038  HISTORY     - UNK      MONUMENTED       CTGS
 LX2038  HISTORY     - 1984     GOOD             NGS
 LX2038
 LX2038                          STATION DESCRIPTION
 LX2038
 LX2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2038'IN EAST GRANBY.
 LX2038'IN EAST GRANBY, AT THE JUNCTION OF STATE HIGHWAYS 20 AND 187, IN THE
 LX2038'NORTHWEST TANGENT OF THE JUNCTION, 11.90 METERS (39.0 FT) WEST OF THE
 LX2038'CENTERLINE OF HIGHWAY 187, 4.57 METERS (15.0 FT) WEST-SOUTHWEST OF
 LX2038'POWER POLE 161, 3.81 METERS (12.5 FT) NORTHWEST OF THE WEST CORNER OF
 LX2038'A CATCH BASIN.
 LX2038'THE MARK IS 0.18 M ABOVE HIGHWAY 187.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2580 ***********************************************************************
 LX2580  DESIGNATION -  281
 LX2580  PID         -  LX2580
 LX2580  STATE/COUNTY-  CT/LITCHFIELD
 LX2580  USGS QUAD   -  WOODBURY (1984)
 LX2580
 LX2580                         *CURRENT SURVEY CONTROL
 LX2580  ___________________________________________________________________
 LX2580* NAD 83(1986)-  41 32 10.     (N)    073 12 25.     (W)     SCALED    
 LX2580* NAVD 88     -        85.365  (meters)     280.07   (feet)  ADJUSTED  
 LX2580  ___________________________________________________________________
 LX2580  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2580  DYNAMIC HT  -          85.337 (meters)     279.98  (feet)  COMP
 LX2580  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 LX2580
 LX2580  VERT ORDER  -  FIRST     CLASS II
 LX2580
 LX2580.The horizontal coordinates were scaled from a topographic map and have
 LX2580.an estimated accuracy of +/- 6 seconds.
 LX2580
 LX2580.The orthometric height was determined by differential leveling
 LX2580.and adjusted by the National Geodetic Survey in June 1991..
 LX2580
 LX2580.The geoid height was determined by GEOID03.
 LX2580
 LX2580.The dynamic height is computed by dividing the NAVD 88
 LX2580.geopotential number by the normal gravity value computed on the
 LX2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2580.degrees latitude (g = 980.6199 gals.).
 LX2580
 LX2580.The modeled gravity was interpolated from observed gravity values.
 LX2580
 LX2580;                    North         East    Units  Estimated Accuracy
 LX2580;SPC CT       -   230,550.      266,670.      MT  (+/- 180 meters Scaled)
 LX2580
 LX2580                          SUPERSEDED SURVEY CONTROL
 LX2580
 LX2580.No superseded survey control is available for this station.
 LX2580
 LX2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL495998(NAD 83)
 LX2580_MARKER: DD = SURVEY DISK
 LX2580_SETTING: 66 = SET IN ROCK OUTCROP
 LX2580_SP_SET: ROCK LEDGE
 LX2580_STAMPING: 281
 LX2580_MARK LOGO: USGS  
 LX2580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2580+STABILITY: POSITION/ELEVATION WELL
 LX2580
 LX2580  HISTORY     - Date     Condition        Report By
 LX2580  HISTORY     - 1922     MONUMENTED       USGS
 LX2580  HISTORY     - 1985     GOOD             NGS
 LX2580
 LX2580                          STATION DESCRIPTION
 LX2580
 LX2580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2580'1.7 KM (1.05 MI) SW FROM WOODBURY.
 LX2580'1.7 KM (1.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LX2580'STATE HIGHWAY 47 IN WOODBURY TO THE MARK ON THE LEFT, IN A MASSIVE
 LX2580'ROCK LEDGE IN FRONT OF KING SOLOMONS LODGE NO. 7 A.F. AND A.M.,
 LX2580'19.20 METERS (63.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2580'14.32 METERS (47.0 FT) SOUTH OF THE CENTER OF THE STEPS LEADING UP THE
 LX2580'ROCK LEDGE TO THE LODGE, 6.28 METERS (20.6 FT) EAST OF A SIGN (KING
 LX2580'SOLOMONS LODGE NO. 7 A.F. AND A.M.).
 LX2580'THE MARK IS 1.83 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2700 ***********************************************************************
 LX2700  DESIGNATION -  2810
 LX2700  PID         -  LX2700
 LX2700  STATE/COUNTY-  CT/HARTFORD
 LX2700  USGS QUAD   -  AVON (1984)
 LX2700
 LX2700                         *CURRENT SURVEY CONTROL
 LX2700  ___________________________________________________________________
 LX2700* NAD 83(1986)-  41 48 44.     (N)    072 51 14.     (W)     SCALED    
 LX2700* NAVD 88     -        78.656  (meters)     258.06   (feet)  ADJUSTED  
 LX2700  ___________________________________________________________________
 LX2700  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX2700  DYNAMIC HT  -          78.633 (meters)     257.98  (feet)  COMP
 LX2700  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 LX2700
 LX2700  VERT ORDER  -  FIRST     CLASS II
 LX2700
 LX2700.The horizontal coordinates were scaled from a topographic map and have
 LX2700.an estimated accuracy of +/- 6 seconds.
 LX2700
 LX2700.The orthometric height was determined by differential leveling
 LX2700.and adjusted by the National Geodetic Survey in June 1991..
 LX2700
 LX2700.The geoid height was determined by GEOID03.
 LX2700
 LX2700.The dynamic height is computed by dividing the NAVD 88
 LX2700.geopotential number by the normal gravity value computed on the
 LX2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2700.degrees latitude (g = 980.6199 gals.).
 LX2700
 LX2700.The modeled gravity was interpolated from observed gravity values.
 LX2700
 LX2700;                    North         East    Units  Estimated Accuracy
 LX2700;SPC CT       -   261,120.      296,170.      MT  (+/- 180 meters Scaled)
 LX2700
 LX2700                          SUPERSEDED SURVEY CONTROL
 LX2700
 LX2700.No superseded survey control is available for this station.
 LX2700
 LX2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM782311(NAD 83)
 LX2700_MARKER: DD = SURVEY DISK
 LX2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2700_SP_SET: CONCRETE POST
 LX2700_STAMPING: 2810
 LX2700_MARK LOGO: CTGS  
 LX2700_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2700+STABILITY: SURFACE MOTION
 LX2700
 LX2700  HISTORY     - Date     Condition        Report By
 LX2700  HISTORY     - UNK      MONUMENTED       CTGS
 LX2700  HISTORY     - 1985     GOOD             NGS
 LX2700
 LX2700                          STATION DESCRIPTION
 LX2700
 LX2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2700'2.1 KM (1.3 MI) WEST FROM AVON.
 LX2700'2.1 KM (1.3 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2700'HIGHWAY 10 NORTH IN AVON TO THE MARK ON THE LEFT, AT THE PIE PLATE
 LX2700'RESTAURANT, 9.23 METERS (30.3 FT) SOUTH OF THE CENTER LINE OF THE
 LX2700'HIGHWAY, 13.50 METERS (44.3 FT) WEST OF POWER POLE NUMBER 214, 9.0
 LX2700'METERS (28.5 FT) WEST OF THE WEST CURB OF THE ENTRANCE DRIVE OF THE
 LX2700'RESTAURANT, 7.10 METERS (23.3 FT) NORTHWEST OF A 20-INCH OAK TREE.
 LX2700'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2701 ***********************************************************************
 LX2701  DESIGNATION -  2812
 LX2701  PID         -  LX2701
 LX2701  STATE/COUNTY-  CT/HARTFORD
 LX2701  USGS QUAD   -  AVON (1984)
 LX2701
 LX2701                         *CURRENT SURVEY CONTROL
 LX2701  ___________________________________________________________________
 LX2701* NAD 83(1986)-  41 48 39.     (N)    072 50 05.     (W)     SCALED    
 LX2701* NAVD 88     -        64.952  (meters)     213.10   (feet)  ADJUSTED  
 LX2701  ___________________________________________________________________
 LX2701  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2701  DYNAMIC HT  -          64.933 (meters)     213.03  (feet)  COMP
 LX2701  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 LX2701
 LX2701  VERT ORDER  -  FIRST     CLASS II
 LX2701
 LX2701.The horizontal coordinates were scaled from a topographic map and have
 LX2701.an estimated accuracy of +/- 6 seconds.
 LX2701
 LX2701.The orthometric height was determined by differential leveling
 LX2701.and adjusted by the National Geodetic Survey in June 1991..
 LX2701
 LX2701.The geoid height was determined by GEOID03.
 LX2701
 LX2701.The dynamic height is computed by dividing the NAVD 88
 LX2701.geopotential number by the normal gravity value computed on the
 LX2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2701.degrees latitude (g = 980.6199 gals.).
 LX2701
 LX2701.The modeled gravity was interpolated from observed gravity values.
 LX2701
 LX2701;                    North         East    Units  Estimated Accuracy
 LX2701;SPC CT       -   260,970.      297,760.      MT  (+/- 180 meters Scaled)
 LX2701
 LX2701                          SUPERSEDED SURVEY CONTROL
 LX2701
 LX2701.No superseded survey control is available for this station.
 LX2701
 LX2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM798310(NAD 83)
 LX2701_MARKER: DD = SURVEY DISK
 LX2701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2701_SP_SET: CONCRETE POST
 LX2701_STAMPING: 2812
 LX2701_MARK LOGO: CTGS  
 LX2701_PROJECTION: FLUSH
 LX2701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2701+STABILITY: SURFACE MOTION
 LX2701
 LX2701  HISTORY     - Date     Condition        Report By
 LX2701  HISTORY     - UNK      MONUMENTED       CTGS
 LX2701  HISTORY     - 1985     GOOD             NGS
 LX2701
 LX2701                          STATION DESCRIPTION
 LX2701
 LX2701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2701'IN AVON.
 LX2701'IN AVON, 0.4 KM (0.25 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION
 LX2701'OF STATE HIGHWAY 10 NORTH TO THE MARK ON THE RIGHT, IN AVON PARK UNDER
 LX2701'PLANTED SHRUBERY ON THE SOUTH EDGE OF THE PARK, 15.84 METERS (52.0 FT)
 LX2701'NORTH OF THE CENTER LINE OF THE HIGHWAY, 37.49 METERS (123.0 FT) WEST
 LX2701'OF THE CENTER LINE OF ENSIGN DRIVE, 24.78 METERS (81.3 FT) SOUTH OF
 LX2701'THE SOUTHEAST CORNER OF A WAR MEMORIAL MONUMENT, 32.82 METERS
 LX2701'(107.7 FT) SOUTHEAST OF THE EAST CORNER OF A STONE BUILDING.
 LX2701'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6682 ***********************************************************************
 LX6682  DESIGNATION -  2816
 LX6682  PID         -  LX6682
 LX6682  STATE/COUNTY-  CT/HARTFORD
 LX6682  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6682
 LX6682                         *CURRENT SURVEY CONTROL
 LX6682  ___________________________________________________________________
 LX6682* NAD 83(1996)-  41 49 47.     (N)    072 39 21.     (W)     SCALED    
 LX6682* NAVD 88     -        30.25   (+/-2cm)      99.2    (feet)  VERTCON   
 LX6682  ___________________________________________________________________
 LX6682  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX6682
 LX6682  VERT ORDER  -  THIRD ? (See Below)
 LX6682
 LX6682.The horizontal coordinates were scaled from a topographic map and have
 LX6682.an estimated accuracy of +/- 6 seconds.
 LX6682
 LX6682.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6682.The vertical order pertains to the NGVD 29 superseded value.
 LX6682
 LX6682.The geoid height was determined by GEOID03.
 LX6682
 LX6682;                    North         East    Units  Estimated Accuracy
 LX6682;SPC CT       -   263,060.      312,620.      MT  (+/- 180 meters Scaled)
 LX6682
 LX6682                          SUPERSEDED SURVEY CONTROL
 LX6682
 LX6682  NGVD 29 (07/19/86)   30.49   (m)          100.0    (f) LEVELING    3  
 LX6682
 LX6682.Superseded values are not recommended for survey control.
 LX6682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6682.See file dsdata.txt to determine how the superseded data were derived.
 LX6682
 LX6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM946335(NAD 83)
 LX6682_MARKER: DS = TRIANGULATION STATION DISK
 LX6682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6682+STABILITY: SURFACE MOTION
 LX6682
 LX6682  HISTORY     - Date     Condition        Report By
 LX6682  HISTORY     - 1979     MONUMENTED       NGS
 LX6682
 LX6682                          STATION DESCRIPTION
 LX6682
 LX6682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6682'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF HARTFORD, 1-1/2
 LX6682'MILES SOUTH OF WINDSOR, 0.8 MILE WEST OF THE CONNECTICUT
 LX6682'RIVER AND ON HIGHWAY RIGHT-OF-WAY.
 LX6682'THIS STATION IS USED AS THE
 LX6682'AZIMUTH MARK FOR STATION DEERFIELD.
 LX6682'
 LX6682'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6682'91 AND STATE HIGHWAY 178 (EXIT 36), GO EAST ON STATE HIGHWAY
 LX6682'178 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 159.  TURN
 LX6682'RIGHT AND GO SOUTH ON STATE HIGHWAY 159 FOR 0.65 MILE TO
 LX6682'THE STATION ON THE RIGHT AS DESCRIBED.
 LX6682'
 LX6682'THE STATION MARK IS A STANDARD USC AND GS AND CTGS
 LX6682'DISK STAMPED---2816---, SET INTO THE TOP OF A SQUARE
 LX6682'CONCRETE MONUMENT
 LX6682'15 CM ON SIDE, RECESSED 13 CM BELOW THE GROUND.
 LX6682'IT IS LOCATED
 LX6682'49 FEET NORTH FROM UTILITY POLE NUMBER 2008,
 LX6682'27 FEET WEST-NORTHWEST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 LX6682'STATE HIGHWAY 159 AND
 LX6682'4 FEET EAST FROM A WHITE BOARD FENCE.
 LX6682'
 LX6682'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 LX6682'STATION DEERFIELD USING ELECTRONIC
 LX6682'DISTANCE EQUIPMENT.
 LX6682'
 LX6682'DESCRIBED BY G.M. RIVERS, CHECKED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2497 ***********************************************************************
 LX2497  DESIGNATION -  2826
 LX2497  PID         -  LX2497
 LX2497  STATE/COUNTY-  CT/NEW HAVEN
 LX2497  USGS QUAD   -  WATERBURY (1984)
 LX2497
 LX2497                         *CURRENT SURVEY CONTROL
 LX2497  ___________________________________________________________________
 LX2497* NAD 83(1986)-  41 31 21.     (N)    073 02 26.     (W)     SCALED    
 LX2497* NAVD 88     -        79.167  (meters)     259.73   (feet)  ADJUSTED  
 LX2497  ___________________________________________________________________
 LX2497  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2497  DYNAMIC HT  -          79.141 (meters)     259.65  (feet)  COMP
 LX2497  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 LX2497
 LX2497  VERT ORDER  -  FIRST     CLASS II
 LX2497
 LX2497.The horizontal coordinates were scaled from a topographic map and have
 LX2497.an estimated accuracy of +/- 6 seconds.
 LX2497
 LX2497.The orthometric height was determined by differential leveling
 LX2497.and adjusted by the National Geodetic Survey in June 1991..
 LX2497
 LX2497.The geoid height was determined by GEOID03.
 LX2497
 LX2497.The dynamic height is computed by dividing the NAVD 88
 LX2497.geopotential number by the normal gravity value computed on the
 LX2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2497.degrees latitude (g = 980.6199 gals.).
 LX2497
 LX2497.The modeled gravity was interpolated from observed gravity values.
 LX2497
 LX2497;                    North         East    Units  Estimated Accuracy
 LX2497;SPC CT       -   228,980.      280,550.      MT  (+/- 180 meters Scaled)
 LX2497
 LX2497                          SUPERSEDED SURVEY CONTROL
 LX2497
 LX2497.No superseded survey control is available for this station.
 LX2497
 LX2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL634986(NAD 83)
 LX2497_MARKER: DD = SURVEY DISK
 LX2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2497_SP_SET: CONCRETE POST
 LX2497_STAMPING: 2826
 LX2497_MARK LOGO: CTGS  
 LX2497_PROJECTION: FLUSH
 LX2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2497+STABILITY: SURFACE MOTION
 LX2497
 LX2497  HISTORY     - Date     Condition        Report By
 LX2497  HISTORY     - 1940     MONUMENTED       CTGS
 LX2497  HISTORY     - 1985     GOOD             NGS
 LX2497  HISTORY     - 19910428 GOOD             USPSQD
 LX2497  HISTORY     - 19971018 GOOD             USPSQD
 LX2497
 LX2497                          STATION DESCRIPTION
 LX2497
 LX2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2497'IN WATERBURY.
 LX2497'IN WATERBURY, ALONG SOUTH MAIN STREET, IN THE FORK OF THE JUNCTION OF
 LX2497'BALDWIN STREET, 22.25 METERS (73.0 FT) EAST OF THE CENTERLINE OF SOUTH
 LX2497'MAIN STREET, 7.01 METERS (23.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 LX2497'SOUTH BALDWIN STREET, 35.66 METERS (117.0 FT) SOUTH OF UTILITY POLE
 LX2497'27890.
 LX2497'THE MARK IS ABOVE LEVEL WITH STREETS.
 LX2497
 LX2497                          STATION RECOVERY (1991)
 LX2497
 LX2497'RECOVERY NOTE BY US POWER SQUADRON 1991 (CZ)
 LX2497'RECOVERED IN GOOD CONDITION.
 LX2497
 LX2497                          STATION RECOVERY (1997)
 LX2497
 LX2497'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1674 ***********************************************************************
 LX1674  DESIGNATION -  2827
 LX1674  PID         -  LX1674
 LX1674  STATE/COUNTY-  CT/HARTFORD
 LX1674  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1674
 LX1674                         *CURRENT SURVEY CONTROL
 LX1674  ___________________________________________________________________
 LX1674* NAD 83(1986)-  41 55 07.     (N)    072 37 31.     (W)     SCALED    
 LX1674* NAVD 88     -        11.620  (meters)      38.12   (feet)  ADJUSTED  
 LX1674  ___________________________________________________________________
 LX1674  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX1674  DYNAMIC HT  -          11.616 (meters)      38.11  (feet)  COMP
 LX1674  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 LX1674
 LX1674  VERT ORDER  -  FIRST     CLASS II
 LX1674
 LX1674.The horizontal coordinates were scaled from a topographic map and have
 LX1674.an estimated accuracy of +/- 6 seconds.
 LX1674
 LX1674.The orthometric height was determined by differential leveling
 LX1674.and adjusted by the National Geodetic Survey in June 1991..
 LX1674
 LX1674.The geoid height was determined by GEOID03.
 LX1674
 LX1674.The dynamic height is computed by dividing the NAVD 88
 LX1674.geopotential number by the normal gravity value computed on the
 LX1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1674.degrees latitude (g = 980.6199 gals.).
 LX1674
 LX1674.The modeled gravity was interpolated from observed gravity values.
 LX1674
 LX1674;                    North         East    Units  Estimated Accuracy
 LX1674;SPC CT       -   272,940.      315,150.      MT  (+/- 180 meters Scaled)
 LX1674
 LX1674                          SUPERSEDED SURVEY CONTROL
 LX1674
 LX1674.No superseded survey control is available for this station.
 LX1674
 LX1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM969434(NAD 83)
 LX1674_MARKER: DD = SURVEY DISK
 LX1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1674_STAMPING: 2827
 LX1674_MARK LOGO: CTGS  
 LX1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1674+STABILITY: SURFACE MOTION
 LX1674
 LX1674  HISTORY     - Date     Condition        Report By
 LX1674  HISTORY     - UNK      MONUMENTED       CTGS
 LX1674  HISTORY     - 1978     GOOD             NGS
 LX1674  HISTORY     - 1986     GOOD             NGS
 LX1674
 LX1674                          STATION DESCRIPTION
 LX1674
 LX1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1674'IN WINDSOR LOCKS.
 LX1674'0.55 MILE SOUTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1674'YORK, NEW HAVEN, HARTFORD RAILROAD, 8 FEET NORTH OF A POWER POLE
 LX1674'WITH 3 GUY WIRES.
 LX1674
 LX1674                          STATION RECOVERY (1986)
 LX1674
 LX1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX1674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3169 ***********************************************************************
 LX3169  DESIGNATION -  2829 X
 LX3169  PID         -  LX3169
 LX3169  STATE/COUNTY-  CT/HARTFORD
 LX3169  USGS QUAD   -  BROAD BROOK (1984)
 LX3169
 LX3169                         *CURRENT SURVEY CONTROL
 LX3169  ___________________________________________________________________
 LX3169* NAD 83(1986)-  41 55 45.     (N)    072 37 09.     (W)     SCALED    
 LX3169* NAVD 88     -        12.689  (meters)      41.63   (feet)  ADJUSTED  
 LX3169  ___________________________________________________________________
 LX3169  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX3169  DYNAMIC HT  -          12.685 (meters)      41.62  (feet)  COMP
 LX3169  MODELED GRAV-     980,330.3   (mgal)                       NAVD 88
 LX3169
 LX3169  VERT ORDER  -  FIRST     CLASS II
 LX3169
 LX3169.The horizontal coordinates were scaled from a topographic map and have
 LX3169.an estimated accuracy of +/- 6 seconds.
 LX3169
 LX3169.The orthometric height was determined by differential leveling
 LX3169.and adjusted by the National Geodetic Survey in June 1991..
 LX3169
 LX3169.The geoid height was determined by GEOID03.
 LX3169
 LX3169.The dynamic height is computed by dividing the NAVD 88
 LX3169.geopotential number by the normal gravity value computed on the
 LX3169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3169.degrees latitude (g = 980.6199 gals.).
 LX3169
 LX3169.The modeled gravity was interpolated from observed gravity values.
 LX3169
 LX3169;                    North         East    Units  Estimated Accuracy
 LX3169;SPC CT       -   274,110.      315,650.      MT  (+/- 180 meters Scaled)
 LX3169
 LX3169                          SUPERSEDED SURVEY CONTROL
 LX3169
 LX3169.No superseded survey control is available for this station.
 LX3169
 LX3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM974446(NAD 83)
 LX3169_MARKER: DD = SURVEY DISK
 LX3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3169_SP_SET: CONCRETE POST
 LX3169_STAMPING: 2829 X
 LX3169_MARK LOGO: CTGS  
 LX3169_PROJECTION: FLUSH
 LX3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3169+STABILITY: SURFACE MOTION
 LX3169
 LX3169  HISTORY     - Date     Condition        Report By
 LX3169  HISTORY     - 1962     MONUMENTED       CTGS
 LX3169  HISTORY     - 1986     GOOD             NGS
 LX3169
 LX3169                          STATION DESCRIPTION
 LX3169
 LX3169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3169'IN EAST WINDSOR.
 LX3169'0.72 KM (0.45 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3169'STATE HIGHWAY 159 TO THE MARK ON THE LEFT.  IT IS 5.55 METERS (18.2
 LX3169'FT) NORTH OF THE CENTERLINE OF HIGHWAY, 15.27 METERS (50.1 FT)
 LX3169'SOUTHWEST OF THE SOUTHEAST CORNER OF A 2 STORY DUPLEX AND 7.38 METERS
 LX3169'(24.2 FT) SOUTH OF THE SOUTHWEST CORNER OF THE DUPLEX.
 LX3169'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0526 ***********************************************************************
 LX0526  DESIGNATION -  2836
 LX0526  PID         -  LX0526
 LX0526  STATE/COUNTY-  CT/HARTFORD
 LX0526  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0526
 LX0526                         *CURRENT SURVEY CONTROL
 LX0526  ___________________________________________________________________
 LX0526* NAD 83(1986)-  41 55 50.     (N)    072 37 58.     (W)     SCALED    
 LX0526* NAVD 88     -        26.773  (meters)      87.84   (feet)  ADJUSTED  
 LX0526  ___________________________________________________________________
 LX0526  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0526  DYNAMIC HT  -          26.765 (meters)      87.81  (feet)  COMP
 LX0526  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 LX0526
 LX0526  VERT ORDER  -  SECOND    CLASS 0
 LX0526
 LX0526.The horizontal coordinates were scaled from a topographic map and have
 LX0526.an estimated accuracy of +/- 6 seconds.
 LX0526
 LX0526.The orthometric height was determined by differential leveling
 LX0526.and adjusted by the National Geodetic Survey in June 1991..
 LX0526
 LX0526.The geoid height was determined by GEOID03.
 LX0526
 LX0526.The dynamic height is computed by dividing the NAVD 88
 LX0526.geopotential number by the normal gravity value computed on the
 LX0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0526.degrees latitude (g = 980.6199 gals.).
 LX0526
 LX0526.The modeled gravity was interpolated from observed gravity values.
 LX0526
 LX0526;                    North         East    Units  Estimated Accuracy
 LX0526;SPC CT       -   274,270.      314,520.      MT  (+/- 180 meters Scaled)
 LX0526
 LX0526                          SUPERSEDED SURVEY CONTROL
 LX0526
 LX0526  NGVD 29 (??/??/92)   27.01   (m)           88.6    (f) COMPUTED    2 0
 LX0526
 LX0526.Superseded values are not recommended for survey control.
 LX0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0526.See file dsdata.txt to determine how the superseded data were derived.
 LX0526
 LX0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM962447(NAD 83)
 LX0526_MARKER: DB = BENCH MARK DISK
 LX0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0526_STAMPING: 2836
 LX0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0526+STABILITY: SURFACE MOTION
 LX0526
 LX0526  HISTORY     - Date     Condition        Report By
 LX0526  HISTORY     - UNK      MONUMENTED       CTGS
 LX0526  HISTORY     - 1962     GOOD             NGS
 LX0526
 LX0526                          STATION DESCRIPTION
 LX0526
 LX0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LX0526'AT WINDSOR LOCKS.
 LX0526'THE STATION IS ON THE N SIDE OF CONN. 20 (SPRING STREET), 0.3
 LX0526'MI W OF ITS INTERSECTION WITH U.S. 5A.  IT IS AT THE NE CORNER
 LX0526'OF SPRING AND CENTER STS, BETWEEN THE SIDEWALK AND CURB, AND
 LX0526'BETWEEN S.N.E.T. CO. POLES 37 AND 38, 0.4 FEET W OF THE W EDGE
 LX0526'OF THE SIDEWALK, 1 FOOT E OF THE CURB, 18.5 FEET E OF THE
 LX0526'CENTER-LINE OF CENTER STREET, 18 FEET N OF THE CENTER-LINE OF
 LX0526'SPRING STREET, AND 10 FEET NW OF A U.S. MAIL BOX.  THE DISK
 LX0526'IS SET IN A REINFORCED CONCRETE POST, THE TOP FLUSH WITH THE
 LX0526'GROUND.  THE STATION IS 49.63 FEET SE OF A CROSS IN THE TOP OF A
 LX0526'CHD MONUMENT ON THE NW SIDE OF CENTER STREET, AND AT THE INSIDE
 LX0526'OF THE INSIDE OF THE INTERSECTION OF THE SIDEWALKS.  IT IS 18.49
 LX0526'FEET NW OF THE TOP NUT ON A HYDRANT, 10.5 FEET N OF THE CENTERLINE
 LX0526'OF SPRING STREET.  IT IS 65.62 FT N OF THE MOST WESTERLY NW
 LX0526'CORNER OF A BRICK FOUNDATION OF THE HOUSE AT 76 SPRING STREET.
 LX0526'AN NGS AND SS BRONZE DISK STAMPED 2836.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0527 ***********************************************************************
 LX0527  DESIGNATION -  2837
 LX0527  PID         -  LX0527
 LX0527  STATE/COUNTY-  CT/HARTFORD
 LX0527  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0527
 LX0527                         *CURRENT SURVEY CONTROL
 LX0527  ___________________________________________________________________
 LX0527* NAD 83(1986)-  41 55 50.     (N)    072 38 13.     (W)     SCALED    
 LX0527* NAVD 88     -        30.299  (meters)      99.41   (feet)  ADJUSTED  
 LX0527  ___________________________________________________________________
 LX0527  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0527  DYNAMIC HT  -          30.290 (meters)      99.38  (feet)  COMP
 LX0527  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 LX0527
 LX0527  VERT ORDER  -  SECOND    CLASS 0
 LX0527
 LX0527.The horizontal coordinates were scaled from a topographic map and have
 LX0527.an estimated accuracy of +/- 6 seconds.
 LX0527
 LX0527.The orthometric height was determined by differential leveling
 LX0527.and adjusted by the National Geodetic Survey in June 1991..
 LX0527
 LX0527.The geoid height was determined by GEOID03.
 LX0527
 LX0527.The dynamic height is computed by dividing the NAVD 88
 LX0527.geopotential number by the normal gravity value computed on the
 LX0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0527.degrees latitude (g = 980.6199 gals.).
 LX0527
 LX0527.The modeled gravity was interpolated from observed gravity values.
 LX0527
 LX0527;                    North         East    Units  Estimated Accuracy
 LX0527;SPC CT       -   274,270.      314,180.      MT  (+/- 180 meters Scaled)
 LX0527
 LX0527                          SUPERSEDED SURVEY CONTROL
 LX0527
 LX0527  NGVD 29 (??/??/92)   30.53   (m)          100.2    (f) COMPUTED    2 0
 LX0527
 LX0527.Superseded values are not recommended for survey control.
 LX0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0527.See file dsdata.txt to determine how the superseded data were derived.
 LX0527
 LX0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM959447(NAD 83)
 LX0527_MARKER: DB = BENCH MARK DISK
 LX0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0527_STAMPING: 2837
 LX0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0527+STABILITY: SURFACE MOTION
 LX0527
 LX0527  HISTORY     - Date     Condition        Report By
 LX0527  HISTORY     - UNK      MONUMENTED       CGS
 LX0527  HISTORY     - 1962     GOOD             NGS
 LX0527
 LX0527                          STATION DESCRIPTION
 LX0527
 LX0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LX0527'AT WINDSOR LOCKS.
 LX0527'THE STATION IS ON THE S SIDE OF CONN. 20 (SPRING STREET), 0.5
 LX0527'MI W OF ITS INTERSECTION WITH U.S. 5A.  IT IS BETWEEN THE SIDEWALK
 LX0527'AND STREET, BETWEEN S.N.E.T. CO. POLES 25 AND 26 ON OPPOSITE
 LX0527'SIDE OF THE HIGHWAY, 0.3 FEET N OF THE N EDGE OF THE SIDEWALK,
 LX0527'13.5 FT S OF THE CENTER-LINE OF THE HIGHWAY, 96.5 FT SE OF
 LX0527'S.N.E.T. CO. POLE 25, AND 39.5 FT SW OF POLE 26.  THE DISK IS
 LX0527'SET IN THE TOP OF A REINFORCED CONCRETE POST, THE TOP FLUSH WITH
 LX0527'THE GROUND.  THE STATION IS 52.84 FT NW OF THE NW CORNER OF A
 LX0527'BRICK FOUNDATION OF A HOUSE AT 122 SPRING STREET.  IT IS 24.51
 LX0527'FEET N OF THE NW CORNER OF THE BRICK FOUNDATION OF A HOUSE AT
 LX0527'124 SPRING STREET.  IT IS 91.75 FEET SW OF THE SW CORNER OF A
 LX0527'BRICK FOUNDATION OF A TWO-STORIED FRAME HOUSE ON THE N SIDE OF THE
 LX0527'HIGHWAY.  AN NGS AND SS DISK STAMPED, 2837.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2495 ***********************************************************************
 LX2495  DESIGNATION -  2857
 LX2495  PID         -  LX2495
 LX2495  STATE/COUNTY-  CT/NEW HAVEN
 LX2495  USGS QUAD   -  WATERBURY (1984)
 LX2495
 LX2495                         *CURRENT SURVEY CONTROL
 LX2495  ___________________________________________________________________
 LX2495* NAD 83(1986)-  41 31 58.     (N)    073 02 13.     (W)     SCALED    
 LX2495* NAVD 88     -        75.805  (meters)     248.70   (feet)  ADJUSTED  
 LX2495  ___________________________________________________________________
 LX2495  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2495  DYNAMIC HT  -          75.781 (meters)     248.62  (feet)  COMP
 LX2495  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 LX2495
 LX2495  VERT ORDER  -  FIRST     CLASS II
 LX2495
 LX2495.The horizontal coordinates were scaled from a topographic map and have
 LX2495.an estimated accuracy of +/- 6 seconds.
 LX2495
 LX2495.The orthometric height was determined by differential leveling
 LX2495.and adjusted by the National Geodetic Survey in June 1991..
 LX2495
 LX2495.The geoid height was determined by GEOID03.
 LX2495
 LX2495.The dynamic height is computed by dividing the NAVD 88
 LX2495.geopotential number by the normal gravity value computed on the
 LX2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2495.degrees latitude (g = 980.6199 gals.).
 LX2495
 LX2495.The modeled gravity was interpolated from observed gravity values.
 LX2495
 LX2495;                    North         East    Units  Estimated Accuracy
 LX2495;SPC CT       -   230,120.      280,850.      MT  (+/- 180 meters Scaled)
 LX2495
 LX2495                          SUPERSEDED SURVEY CONTROL
 LX2495
 LX2495.No superseded survey control is available for this station.
 LX2495
 LX2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL637997(NAD 83)
 LX2495_MARKER: DD = SURVEY DISK
 LX2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2495_SP_SET: CONCRETE POST
 LX2495_STAMPING: 2857
 LX2495_MARK LOGO: CTGS  
 LX2495_PROJECTION: FLUSH
 LX2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2495+STABILITY: SURFACE MOTION
 LX2495
 LX2495  HISTORY     - Date     Condition        Report By
 LX2495  HISTORY     - 1940     MONUMENTED       CTGS
 LX2495  HISTORY     - 1985     GOOD             NGS
 LX2495  HISTORY     - 19910428 GOOD             USPSQD
 LX2495  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 LX2495
 LX2495                          STATION DESCRIPTION
 LX2495
 LX2495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2495'IN WATERBURY.
 LX2495'IN WATERBURY, ALONG SOUTH MAIN STREET, 8.08 METERS (26.5 FT) SOUTHEAST
 LX2495'OF THE CENTERLINE OF THE STREET, 12.19 METERS (40.0 FT) SOUTHWEST OF
 LX2495'THE CENTER OF THE JUNCTION OF THOMAS STREET, 15.42 METERS (50.6 FT)
 LX2495'NORTHEAST OF THE CENTER OF A MAN HOLE COVER, 0.12 METER (0.4 FT)
 LX2495'SOUTHEAST OF THE SOUTHEAST CURB.
 LX2495'THE MARK IS 0.1 M ABOVE STREET.
 LX2495
 LX2495                          STATION RECOVERY (1991)
 LX2495
 LX2495'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBB)
 LX2495'RECOVERED IN GOOD CONDITION.
 LX2495
 LX2495                          STATION RECOVERY (1997)
 LX2495
 LX2495'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2496 ***********************************************************************
 LX2496  DESIGNATION -  2858
 LX2496  PID         -  LX2496
 LX2496  STATE/COUNTY-  CT/NEW HAVEN
 LX2496  USGS QUAD   -  WATERBURY (1984)
 LX2496
 LX2496                         *CURRENT SURVEY CONTROL
 LX2496  ___________________________________________________________________
 LX2496* NAD 83(1986)-  41 31 55.     (N)    073 02 17.     (W)     SCALED    
 LX2496* NAVD 88     -        76.246  (meters)     250.15   (feet)  ADJUSTED  
 LX2496  ___________________________________________________________________
 LX2496  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2496  DYNAMIC HT  -          76.222 (meters)     250.07  (feet)  COMP
 LX2496  MODELED GRAV-     980,302.5   (mgal)                       NAVD 88
 LX2496
 LX2496  VERT ORDER  -  FIRST     CLASS II
 LX2496
 LX2496.The horizontal coordinates were scaled from a topographic map and have
 LX2496.an estimated accuracy of +/- 6 seconds.
 LX2496
 LX2496.The orthometric height was determined by differential leveling
 LX2496.and adjusted by the National Geodetic Survey in June 1991..
 LX2496
 LX2496.The geoid height was determined by GEOID03.
 LX2496
 LX2496.The dynamic height is computed by dividing the NAVD 88
 LX2496.geopotential number by the normal gravity value computed on the
 LX2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2496.degrees latitude (g = 980.6199 gals.).
 LX2496
 LX2496.The modeled gravity was interpolated from observed gravity values.
 LX2496
 LX2496;                    North         East    Units  Estimated Accuracy
 LX2496;SPC CT       -   230,030.      280,760.      MT  (+/- 180 meters Scaled)
 LX2496
 LX2496                          SUPERSEDED SURVEY CONTROL
 LX2496
 LX2496.No superseded survey control is available for this station.
 LX2496
 LX2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL636996(NAD 83)
 LX2496_MARKER: DD = SURVEY DISK
 LX2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2496_SP_SET: CONCRETE POST
 LX2496_STAMPING: 2858
 LX2496_MARK LOGO: CTGS  
 LX2496_PROJECTION: FLUSH
 LX2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2496+STABILITY: SURFACE MOTION
 LX2496
 LX2496  HISTORY     - Date     Condition        Report By
 LX2496  HISTORY     - 1940     MONUMENTED       CTGS
 LX2496  HISTORY     - 1985     GOOD             NGS
 LX2496  HISTORY     - 19910428 GOOD             USPSQD
 LX2496
 LX2496                          STATION DESCRIPTION
 LX2496
 LX2496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2496'IN WATERBURY.
 LX2496'IN WATERBURY, ALONG SOUTH MAIN STREET, 7.22 METERS (23.7 FT) SOUTHEAST
 LX2496'OF THE CENTERLINE OF THE STREET, 2.80 METERS (9.2 FT) SOUTHWEST OF THE
 LX2496'SOUTHWEST END OF A CONCRETE RETAINING WALL IN FRONT OF HOUSE NUMBER
 LX2496'1765, 0.12 METERS (0.4 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE
 LX2496'STREET.
 LX2496'THE MARK IS 0.1 M ABOVE STREET.
 LX2496
 LX2496                          STATION RECOVERY (1991)
 LX2496
 LX2496'RECOVERY NOTE BY US POWER SQUADRON 1991 (JF)
 LX2496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2397 ***********************************************************************
 LX2397  DESIGNATION -  2860
 LX2397  PID         -  LX2397
 LX2397  STATE/COUNTY-  CT/NEW HAVEN
 LX2397  USGS QUAD   -  SOUTHBURY (1984)
 LX2397
 LX2397                         *CURRENT SURVEY CONTROL
 LX2397  ___________________________________________________________________
 LX2397* NAD 83(1986)-  41 29 44.     (N)    073 09 47.     (W)     SCALED    
 LX2397* NAVD 88     -       171.323  (meters)     562.08   (feet)  ADJUSTED  
 LX2397  ___________________________________________________________________
 LX2397  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX2397  DYNAMIC HT  -         171.266 (meters)     561.90  (feet)  COMP
 LX2397  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX2397
 LX2397  VERT ORDER  -  FIRST     CLASS II
 LX2397
 LX2397.The horizontal coordinates were scaled from a topographic map and have
 LX2397.an estimated accuracy of +/- 6 seconds.
 LX2397
 LX2397.The orthometric height was determined by differential leveling
 LX2397.and adjusted by the National Geodetic Survey in June 1991..
 LX2397
 LX2397.The geoid height was determined by GEOID03.
 LX2397
 LX2397.The dynamic height is computed by dividing the NAVD 88
 LX2397.geopotential number by the normal gravity value computed on the
 LX2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2397.degrees latitude (g = 980.6199 gals.).
 LX2397
 LX2397.The modeled gravity was interpolated from observed gravity values.
 LX2397
 LX2397;                    North         East    Units  Estimated Accuracy
 LX2397;SPC CT       -   226,030.      270,310.      MT  (+/- 180 meters Scaled)
 LX2397
 LX2397                          SUPERSEDED SURVEY CONTROL
 LX2397
 LX2397.No superseded survey control is available for this station.
 LX2397
 LX2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL533954(NAD 83)
 LX2397_MARKER: DD = SURVEY DISK
 LX2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2397_SP_SET: CONCRETE POST
 LX2397_STAMPING: 2860
 LX2397_MARK LOGO: CTGS  
 LX2397_PROJECTION: RECESSED 15 CENTIMETERS
 LX2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2397+STABILITY: SURFACE MOTION
 LX2397
 LX2397  HISTORY     - Date     Condition        Report By
 LX2397  HISTORY     - UNK      MONUMENTED       CTGS
 LX2397  HISTORY     - 1985     GOOD             NGS
 LX2397
 LX2397                          STATION DESCRIPTION
 LX2397
 LX2397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2397'IN SOUTHBURY.
 LX2397'IN SOUTHBURY, ALONG STATE HIGHWAY 188 BETWEEN THE JUNCTIONS OF OLD
 LX2397'WATERBURY ROAD AND JUDD ROAD AT A CURVE IN THE HIGHWAY AND MARK ON THE
 LX2397'RIGHT, ACROSS THE HIGHWAY FROM A MOBIL SERVICE STATION, 0.3 KM (0.2
 LX2397'MI) SOUTHWEST OF THE SOUTHBURY-MIDDLEBURY TOWN LINE, 5.45 METERS (17.9
 LX2397'FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.69 METERS (28.5 FT)
 LX2397'SOUTHEAST OF A UTILITY BRACE POLE NUMBER 632975 WITH TWO GUY WIRES,
 LX2397'1.74 METERS (5.7 FT) SOUTHWEST OF THE END POST FOR A STEEL CABLE
 LX2397'GUARDRAIL.
 LX2397'THE MARK IS 0.55 METERS  SE FROM  A WITNESS POST
 LX2397'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2398 ***********************************************************************
 LX2398  DESIGNATION -  2861
 LX2398  PID         -  LX2398
 LX2398  STATE/COUNTY-  CT/NEW HAVEN
 LX2398  USGS QUAD   -  SOUTHBURY (1984)
 LX2398
 LX2398                         *CURRENT SURVEY CONTROL
 LX2398  ___________________________________________________________________
 LX2398* NAD 83(1986)-  41 29 57.     (N)    073 09 27.     (W)     SCALED    
 LX2398* NAVD 88     -       182.404  (meters)     598.44   (feet)  ADJUSTED  
 LX2398  ___________________________________________________________________
 LX2398  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2398  DYNAMIC HT  -         182.343 (meters)     598.24  (feet)  COMP
 LX2398  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LX2398
 LX2398  VERT ORDER  -  FIRST     CLASS II
 LX2398
 LX2398.The horizontal coordinates were scaled from a topographic map and have
 LX2398.an estimated accuracy of +/- 6 seconds.
 LX2398
 LX2398.The orthometric height was determined by differential leveling
 LX2398.and adjusted by the National Geodetic Survey in June 1991..
 LX2398
 LX2398.The geoid height was determined by GEOID03.
 LX2398
 LX2398.The dynamic height is computed by dividing the NAVD 88
 LX2398.geopotential number by the normal gravity value computed on the
 LX2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2398.degrees latitude (g = 980.6199 gals.).
 LX2398
 LX2398.The modeled gravity was interpolated from observed gravity values.
 LX2398
 LX2398;                    North         East    Units  Estimated Accuracy
 LX2398;SPC CT       -   226,430.      270,780.      MT  (+/- 180 meters Scaled)
 LX2398
 LX2398                          SUPERSEDED SURVEY CONTROL
 LX2398
 LX2398.No superseded survey control is available for this station.
 LX2398
 LX2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL537958(NAD 83)
 LX2398_MARKER: DD = SURVEY DISK
 LX2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2398_SP_SET: CONCRETE POST
 LX2398_STAMPING: 2861
 LX2398_MARK LOGO: CTGS  
 LX2398_PROJECTION: RECESSED 20 CENTIMETERS
 LX2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2398+STABILITY: SURFACE MOTION
 LX2398
 LX2398  HISTORY     - Date     Condition        Report By
 LX2398  HISTORY     - UNK      MONUMENTED       CTGS
 LX2398  HISTORY     - 1985     GOOD             NGS
 LX2398
 LX2398                          STATION DESCRIPTION
 LX2398
 LX2398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2398'IN MIDDLEBURY.
 LX2398'IN MIDDLEBURY, 0.3 KM (0.2 MI) NORTHEAST ALONG STATE HIGHWAY 188 FROM
 LX2398'THE MIDDLEBURY-SOUTHBURY TOWN LINE TO THE MARK ON THE LEFT, AT THE TOP
 LX2398'OF THE HILL AND ON THE SOUTHWEST SIDE OF A PRIVATE DRIVE LEADING TO A
 LX2398'ONE STORY FRAME HOUSE NUMBER 1082 AND OWNED NOW BY MR. WOODS, 5.76
 LX2398'METERS (18.9 FT) NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LX2398'6.55 METERS (21.5 FT) SOUTHWEST OF THE CENTER OF THE PRIVATE DRIVE
 LX2398'MENTIONED ABOVE.
 LX2398'THE MARK IS 0.30 METERS  SSE FROM  A WITNESS POST
 LX2398'THE MARK IS 0.24 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2402 ***********************************************************************
 LX2402  DESIGNATION -  2863
 LX2402  PID         -  LX2402
 LX2402  STATE/COUNTY-  CT/NEW HAVEN
 LX2402  USGS QUAD   -  WOODBURY (1984)
 LX2402
 LX2402                         *CURRENT SURVEY CONTROL
 LX2402  ___________________________________________________________________
 LX2402* NAD 83(1986)-  41 30 54.     (N)    073 08 24.     (W)     SCALED    
 LX2402* NAVD 88     -       200.697  (meters)     658.45   (feet)  ADJUSTED  
 LX2402  ___________________________________________________________________
 LX2402  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2402  DYNAMIC HT  -         200.631 (meters)     658.24  (feet)  COMP
 LX2402  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 LX2402
 LX2402  VERT ORDER  -  FIRST     CLASS II
 LX2402
 LX2402.The horizontal coordinates were scaled from a topographic map and have
 LX2402.an estimated accuracy of +/- 6 seconds.
 LX2402
 LX2402.The orthometric height was determined by differential leveling
 LX2402.and adjusted by the National Geodetic Survey in June 1991..
 LX2402
 LX2402.The geoid height was determined by GEOID03.
 LX2402
 LX2402.The dynamic height is computed by dividing the NAVD 88
 LX2402.geopotential number by the normal gravity value computed on the
 LX2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2402.degrees latitude (g = 980.6199 gals.).
 LX2402
 LX2402.The modeled gravity was interpolated from observed gravity values.
 LX2402
 LX2402;                    North         East    Units  Estimated Accuracy
 LX2402;SPC CT       -   228,180.      272,250.      MT  (+/- 180 meters Scaled)
 LX2402
 LX2402                          SUPERSEDED SURVEY CONTROL
 LX2402
 LX2402.No superseded survey control is available for this station.
 LX2402
 LX2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL552976(NAD 83)
 LX2402_MARKER: DD = SURVEY DISK
 LX2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2402_SP_SET: CONCRETE POST
 LX2402_STAMPING: 2863
 LX2402_MARK LOGO: CTGS  
 LX2402_PROJECTION: RECESSED 3 CENTIMETERS
 LX2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2402+STABILITY: SURFACE MOTION
 LX2402
 LX2402  HISTORY     - Date     Condition        Report By
 LX2402  HISTORY     - 1940     MONUMENTED       CTGS
 LX2402  HISTORY     - 1985     GOOD             NGS
 LX2402
 LX2402                          STATION DESCRIPTION
 LX2402
 LX2402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2402'IN MIDDLEBURY.
 LX2402'IN MIDDLEBURY, ALONG STATE HIGHWAY 188, 0.2 KM (0.1 MI) SOUTHWEST OF
 LX2402'THE INTERSECTION OF LONG MEADOW ROAD, ON THE NORTHEAST SIDE OF A DIM
 LX2402'WOODS ROAD, 6.19 METERS (20.3 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2402'HIGHWAY, 11.12 METERS (36.5 FT) SOUTH-SOUTHWEST OF UTILITY BRACE POLE
 LX2402'974S WITH TWO GUY WIRES, 3.81 METERS (12.5 FT) NORTH-NORTHEAST OF THE
 LX2402'CENTER OF A DIM WOODS ROAD.
 LX2402'THE MARK IS 0.60 METERS  NW FROM  A WITNESS POST
 LX2402'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1803 ***********************************************************************
 LW1803  DESIGNATION -  2881
 LW1803  PID         -  LW1803
 LW1803  STATE/COUNTY-  CT/WINDHAM
 LW1803  USGS QUAD   -  DANIELSON (1970)
 LW1803
 LW1803                         *CURRENT SURVEY CONTROL
 LW1803  ___________________________________________________________________
 LW1803* NAD 83(1986)-  41 52 21.     (N)    071 59 57.     (W)     SCALED    
 LW1803* NAVD 88     -       141.096  (meters)     462.91   (feet)  ADJUSTED  
 LW1803  ___________________________________________________________________
 LW1803  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1803  DYNAMIC HT  -         141.047 (meters)     462.75  (feet)  COMP
 LW1803  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LW1803
 LW1803  VERT ORDER  -  FIRST     CLASS II
 LW1803
 LW1803.The horizontal coordinates were scaled from a topographic map and have
 LW1803.an estimated accuracy of +/- 6 seconds.
 LW1803
 LW1803.The orthometric height was determined by differential leveling
 LW1803.and adjusted by the National Geodetic Survey in June 1991..
 LW1803
 LW1803.The geoid height was determined by GEOID03.
 LW1803
 LW1803.The dynamic height is computed by dividing the NAVD 88
 LW1803.geopotential number by the normal gravity value computed on the
 LW1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1803.degrees latitude (g = 980.6199 gals.).
 LW1803
 LW1803.The modeled gravity was interpolated from observed gravity values.
 LW1803
 LW1803;                    North         East    Units  Estimated Accuracy
 LW1803;SPC CT       -   268,080.      367,130.      MT  (+/- 180 meters Scaled)
 LW1803
 LW1803                          SUPERSEDED SURVEY CONTROL
 LW1803
 LW1803.No superseded survey control is available for this station.
 LW1803
 LW1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG511399(NAD 83)
 LW1803_MARKER: DD = SURVEY DISK
 LW1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1803_SP_SET: CONCRETE POST
 LW1803_STAMPING: 2881
 LW1803_MARK LOGO: CTGS  
 LW1803_PROJECTION: RECESSED 4 CENTIMETERS
 LW1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1803+STABILITY: SURFACE MOTION
 LW1803
 LW1803  HISTORY     - Date     Condition        Report By
 LW1803  HISTORY     - 1940     MONUMENTED       CTGS
 LW1803  HISTORY     - 1986     GOOD             NGS
 LW1803  HISTORY     - 19961001 GOOD             USPSQD
 LW1803
 LW1803                          STATION DESCRIPTION
 LW1803
 LW1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1803'1.7 KM (1.05 MI) NORTH FROM ABINGTON.
 LW1803'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF
 LW1803'U.S. HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, 4.88 METERS
 LW1803'(16.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.60 METERS
 LW1803'(80.7 FT) SOUTH OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 94,
 LW1803'16.03 METERS (52.6 FT) EAST OF AND ACROSS THE HIGHWAY FROM UTILITY
 LW1803'POLE NO. 95.
 LW1803'THE MARK IS 0.10 M BELOW HIGHWAY.
 LW1803
 LW1803                          STATION RECOVERY (1996)
 LW1803
 LW1803'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2500 ***********************************************************************
 LX2500  DESIGNATION -  2887
 LX2500  PID         -  LX2500
 LX2500  STATE/COUNTY-  CT/NEW HAVEN
 LX2500  USGS QUAD   -  WATERBURY (1984)
 LX2500
 LX2500                         *CURRENT SURVEY CONTROL
 LX2500  ___________________________________________________________________
 LX2500* NAD 83(1986)-  41 30 00.     (N)    073 02 52.     (W)     SCALED    
 LX2500* NAVD 88     -        63.407  (meters)     208.03   (feet)  ADJUSTED  
 LX2500  ___________________________________________________________________
 LX2500  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2500  DYNAMIC HT  -          63.386 (meters)     207.96  (feet)  COMP
 LX2500  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LX2500
 LX2500  VERT ORDER  -  FIRST     CLASS II
 LX2500
 LX2500.The horizontal coordinates were scaled from a topographic map and have
 LX2500.an estimated accuracy of +/- 6 seconds.
 LX2500
 LX2500.The orthometric height was determined by differential leveling
 LX2500.and adjusted by the National Geodetic Survey in June 1991..
 LX2500
 LX2500.The geoid height was determined by GEOID03.
 LX2500
 LX2500.The dynamic height is computed by dividing the NAVD 88
 LX2500.geopotential number by the normal gravity value computed on the
 LX2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2500.degrees latitude (g = 980.6199 gals.).
 LX2500
 LX2500.The modeled gravity was interpolated from observed gravity values.
 LX2500
 LX2500;                    North         East    Units  Estimated Accuracy
 LX2500;SPC CT       -   226,480.      279,940.      MT  (+/- 180 meters Scaled)
 LX2500
 LX2500                          SUPERSEDED SURVEY CONTROL
 LX2500
 LX2500.No superseded survey control is available for this station.
 LX2500
 LX2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL629961(NAD 83)
 LX2500_MARKER: DD = SURVEY DISK
 LX2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2500_SP_SET: CONCRETE POST
 LX2500_STAMPING: 2887
 LX2500_MARK LOGO: CTGS  
 LX2500_PROJECTION: FLUSH
 LX2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2500+STABILITY: SURFACE MOTION
 LX2500
 LX2500  HISTORY     - Date     Condition        Report By
 LX2500  HISTORY     - 1956     MONUMENTED       CTGS
 LX2500  HISTORY     - 1985     GOOD             NGS
 LX2500  HISTORY     - 19910504 GOOD             USPSQD
 LX2500  HISTORY     - 19971018 GOOD             USPSQD
 LX2500
 LX2500                          STATION DESCRIPTION
 LX2500
 LX2500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2500'IN UNION CITY.
 LX2500'IN UNION CITY, ALONG NORTH MAIN STREET, NEXT TO THE SIDEWALK ON THE
 LX2500'SOUTH CORNER OF THE PROPERTY OF THE ST. MARYS CHURCH, 7.47 METERS
 LX2500'(24.5 FT) NORTHWEST OF THE CENTERLINE OF THE STREET, 8.53 METERS (28.0
 LX2500'FT) SOUTH OF THE SOUTH CORNER OF THE CHURCH, 0.12 METER (0.4 FT)
 LX2500'NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK.
 LX2500'THE MARK IS 0.1 M ABOVE STREET.
 LX2500
 LX2500                          STATION RECOVERY (1991)
 LX2500
 LX2500'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2500'RECOVERED IN GOOD CONDITION.
 LX2500
 LX2500                          STATION RECOVERY (1997)
 LX2500
 LX2500'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2501 ***********************************************************************
 LX2501  DESIGNATION -  2888
 LX2501  PID         -  LX2501
 LX2501  STATE/COUNTY-  CT/NEW HAVEN
 LX2501  USGS QUAD   -  NAUGATUCK (1984)
 LX2501
 LX2501                         *CURRENT SURVEY CONTROL
 LX2501  ___________________________________________________________________
 LX2501* NAD 83(1986)-  41 29 49.     (N)    073 02 58.     (W)     SCALED    
 LX2501* NAVD 88     -        62.991  (meters)     206.66   (feet)  ADJUSTED  
 LX2501  ___________________________________________________________________
 LX2501  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX2501  DYNAMIC HT  -          62.970 (meters)     206.59  (feet)  COMP
 LX2501  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LX2501
 LX2501  VERT ORDER  -  FIRST     CLASS II
 LX2501
 LX2501.The horizontal coordinates were scaled from a topographic map and have
 LX2501.an estimated accuracy of +/- 6 seconds.
 LX2501
 LX2501.The orthometric height was determined by differential leveling
 LX2501.and adjusted by the National Geodetic Survey in June 1991..
 LX2501
 LX2501.The geoid height was determined by GEOID03.
 LX2501
 LX2501.The dynamic height is computed by dividing the NAVD 88
 LX2501.geopotential number by the normal gravity value computed on the
 LX2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2501.degrees latitude (g = 980.6199 gals.).
 LX2501
 LX2501.The modeled gravity was interpolated from observed gravity values.
 LX2501
 LX2501;                    North         East    Units  Estimated Accuracy
 LX2501;SPC CT       -   226,140.      279,800.      MT  (+/- 180 meters Scaled)
 LX2501
 LX2501                          SUPERSEDED SURVEY CONTROL
 LX2501
 LX2501.No superseded survey control is available for this station.
 LX2501
 LX2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL628957(NAD 83)
 LX2501_MARKER: DD = SURVEY DISK
 LX2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2501_SP_SET: CONCRETE POST
 LX2501_STAMPING: 2888
 LX2501_MARK LOGO: CTGS  
 LX2501_PROJECTION: FLUSH
 LX2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2501+STABILITY: SURFACE MOTION
 LX2501
 LX2501  HISTORY     - Date     Condition        Report By
 LX2501  HISTORY     - 1956     MONUMENTED       CTGS
 LX2501  HISTORY     - 1985     GOOD             NGS
 LX2501  HISTORY     - 19910504 GOOD             USPSQD
 LX2501  HISTORY     - 19971018 GOOD             USPSQD
 LX2501
 LX2501                          STATION DESCRIPTION
 LX2501
 LX2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2501'IN UNION CITY.
 LX2501'IN UNION CITY, ALONG NORTH MAIN STREET, 5.18 METERS (17.0 FT)
 LX2501'SOUTHEAST OF THE CENTER OF THE STREET, 9.14 METERS (30.0 FT) SOUTHWEST
 LX2501'OF THE EXTENDED CENTER OF LINDEN STREET, 2.53 METERS (8.3 FT) NORTH OF
 LX2501'UTILITY POLE 64143, 0.15 METER (0.5 FT) SOUTHEAST OF THE SOUTHEAST
 LX2501'CURB OF NORTH MAIN STREET.
 LX2501'THE MARK IS 0.1 M ABOVE STREET.
 LX2501
 LX2501                          STATION RECOVERY (1991)
 LX2501
 LX2501'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2501'RECOVERED IN GOOD CONDITION.
 LX2501
 LX2501                          STATION RECOVERY (1997)
 LX2501
 LX2501'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0652 ***********************************************************************
 LX0652  DESIGNATION -  29 CU
 LX0652  PID         -  LX0652
 LX0652  STATE/COUNTY-  CT/LITCHFIELD
 LX0652  USGS QUAD   -  TORRINGTON (1984)
 LX0652
 LX0652                         *CURRENT SURVEY CONTROL
 LX0652  ___________________________________________________________________
 LX0652* NAD 83(1986)-  41 45 49.     (N)    073 07 07.     (W)     SCALED    
 LX0652* NAVD 88     -       155.262  (meters)     509.39   (feet)  ADJUSTED  
 LX0652  ___________________________________________________________________
 LX0652  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX0652  DYNAMIC HT  -         155.212 (meters)     509.22  (feet)  COMP
 LX0652  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 LX0652
 LX0652  VERT ORDER  -  FIRST     CLASS II
 LX0652
 LX0652.The horizontal coordinates were scaled from a topographic map and have
 LX0652.an estimated accuracy of +/- 6 seconds.
 LX0652
 LX0652.The orthometric height was determined by differential leveling
 LX0652.and adjusted by the National Geodetic Survey in June 1991..
 LX0652
 LX0652.The geoid height was determined by GEOID03.
 LX0652
 LX0652.The dynamic height is computed by dividing the NAVD 88
 LX0652.geopotential number by the normal gravity value computed on the
 LX0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0652.degrees latitude (g = 980.6199 gals.).
 LX0652
 LX0652.The modeled gravity was interpolated from observed gravity values.
 LX0652
 LX0652;                    North         East    Units  Estimated Accuracy
 LX0652;SPC CT       -   255,780.      274,150.      MT  (+/- 180 meters Scaled)
 LX0652
 LX0652                          SUPERSEDED SURVEY CONTROL
 LX0652
 LX0652.No superseded survey control is available for this station.
 LX0652
 LX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM563252(NAD 83)
 LX0652_MARKER: DB = BENCH MARK DISK
 LX0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0652_SP_SET: ABUTMENT
 LX0652_STAMPING: 29
 LX0652_MARK LOGO: CU    
 LX0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0652
 LX0652  HISTORY     - Date     Condition        Report By
 LX0652  HISTORY     - UNK      MONUMENTED       CU
 LX0652  HISTORY     - 1930     GOOD             NGS
 LX0652  HISTORY     - 1934     GOOD             LOCSUR
 LX0652  HISTORY     - 1985     GOOD             NGS
 LX0652
 LX0652                          STATION DESCRIPTION
 LX0652
 LX0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1930
 LX0652'AT EAST LITCHFIELD.
 LX0652'ON THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT THE OVERHEAD
 LX0652'CROSSING OF THE EAST LITCHFIELD ROAD, IN THE TOP OF THE LOW
 LX0652'PORTION OF THE SOUTH END OF THE WEST ABUTMENT.  NOTE-- 1.3 FT
 LX0652'FROM THE S END OF THE W ABUTMENT IN THE TOP OF THE LOW HORIZONTAL
 LX0652'PORTION WHICH ACTS AS A RETAINING WALL.
 LX0652
 LX0652                          STATION RECOVERY (1934)
 LX0652
 LX0652'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0652'RECOVERED IN GOOD CONDITION.
 LX0652
 LX0652                          STATION RECOVERY (1985)
 LX0652
 LX0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0652'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN EAST
 LX0652'LITCHFIELD, AT THE STATE HIGHWAY 118 BRIDGE OVER THE PENN CENTRAL
 LX0652'RAILROAD, 0.3 KM (0.2 MI) WEST OF STATE HIGHWAY 8, IN TOP OF THE SOUTH
 LX0652'END OF AN ABANDON ABUTMENT OF AN ABANDON ROAD ALONG THE WEST SIDE OF
 LX0652'THE RAILROAD TRACKS, 53.94 METER (177.0 FT) SOUTH OF THE SOUTH FACE OF
 LX0652'THE WEST CONCRETE PIER OF THE HIGHWAY 118 OVERPASS, 8.01 METERS (26.3
 LX0652'FT) WEST OF THE WEST RAIL OF THE TRACKS, 0.36 METER (1.2 FT) NORTH OF
 LX0652'THE SOUTH END OF THE ABUTMENT.
 LX0652'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 LX0652'THE MARK IS 0.45 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2994 ***********************************************************************
 LX2994  DESIGNATION -  29 M
 LX2994  PID         -  LX2994
 LX2994  STATE/COUNTY-  CT/WINDHAM
 LX2994  USGS QUAD   -  EASTFORD (1983)
 LX2994
 LX2994                         *CURRENT SURVEY CONTROL
 LX2994  ___________________________________________________________________
 LX2994* NAD 83(1986)-  41 53 56.     (N)    072 00 03.     (W)     SCALED    
 LX2994* NAVD 88     -       218.630  (meters)     717.29   (feet)  ADJUSTED  
 LX2994  ___________________________________________________________________
 LX2994  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2994  DYNAMIC HT  -         218.554 (meters)     717.04  (feet)  COMP
 LX2994  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 LX2994
 LX2994  VERT ORDER  -  FIRST     CLASS II
 LX2994
 LX2994.The horizontal coordinates were scaled from a topographic map and have
 LX2994.an estimated accuracy of +/- 6 seconds.
 LX2994
 LX2994.The orthometric height was determined by differential leveling
 LX2994.and adjusted by the National Geodetic Survey in June 1991..
 LX2994
 LX2994.The geoid height was determined by GEOID03.
 LX2994
 LX2994.The dynamic height is computed by dividing the NAVD 88
 LX2994.geopotential number by the normal gravity value computed on the
 LX2994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2994.degrees latitude (g = 980.6199 gals.).
 LX2994
 LX2994.The modeled gravity was interpolated from observed gravity values.
 LX2994
 LX2994;                    North         East    Units  Estimated Accuracy
 LX2994;SPC CT       -   271,010.      366,970.      MT  (+/- 180 meters Scaled)
 LX2994
 LX2994                          SUPERSEDED SURVEY CONTROL
 LX2994
 LX2994.No superseded survey control is available for this station.
 LX2994
 LX2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM487429(NAD 83)
 LX2994_MARKER: DD = SURVEY DISK
 LX2994_SETTING: 80 = SET IN A BOULDER
 LX2994_SP_SET: BOULDER
 LX2994_STAMPING: 29 M 1942
 LX2994_MARK LOGO: USGS  
 LX2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2994+STABILITY: SURFACE MOTION
 LX2994
 LX2994  HISTORY     - Date     Condition        Report By
 LX2994  HISTORY     - 1942     MONUMENTED       USGS
 LX2994  HISTORY     - 1986     GOOD             NGS
 LX2994
 LX2994                          STATION DESCRIPTION
 LX2994
 LX2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2994'3.5 KM (2.2 MI) WEST FROM POMFRET.
 LX2994'3.5 KM (2.2 MI) WEST ALONG BRAYMAN HOLLOW ROAD FROM THE JUNCTION OF
 LX2994'U.S. HIGHWAY 44 IN POMFRET TO THE MARK ON THE RIGHT IN TOP OF A 2-FOOT
 LX2994'BOULDER PROJECTING ABOUT 0.5 FOOT.  IT IS 9.45 METERS (31.0 FT) NORTH
 LX2994'OF THE CENTERLINE OF THE ROAD, 85.65 METERS (281.0 FT) EAST OF THE
 LX2994'CENTER OF ANGEL ROAD, 19.81 METERS (65.0 FT) EAST OF UTILITY POLE
 LX2994'NO. 2599, 3.96 METERS (13.0 FT) WEST OF THE SOUTHEAST CORNER OF A BOX
 LX2994'WIRE FENCE AND 0.18 METERS (0.6 FT) SOUTH OF THE FENCE.
 LX2994'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2479 ***********************************************************************
 LX2479  DESIGNATION -  29 T OF THOMASTON
 LX2479  PID         -  LX2479
 LX2479  STATE/COUNTY-  CT/LITCHFIELD
 LX2479  USGS QUAD   -  THOMASTON (1976)
 LX2479
 LX2479                         *CURRENT SURVEY CONTROL
 LX2479  ___________________________________________________________________
 LX2479* NAD 83(1986)-  41 37 37.     (N)    073 04 03.     (W)     SCALED    
 LX2479* NAVD 88     -       100.050  (meters)     328.25   (feet)  ADJUSTED  
 LX2479  ___________________________________________________________________
 LX2479  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2479  DYNAMIC HT  -         100.018 (meters)     328.14  (feet)  COMP
 LX2479  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 LX2479
 LX2479  VERT ORDER  -  FIRST     CLASS II
 LX2479
 LX2479.The horizontal coordinates were scaled from a topographic map and have
 LX2479.an estimated accuracy of +/- 6 seconds.
 LX2479
 LX2479.The orthometric height was determined by differential leveling
 LX2479.and adjusted by the National Geodetic Survey in June 1991..
 LX2479
 LX2479.The geoid height was determined by GEOID03.
 LX2479
 LX2479.The dynamic height is computed by dividing the NAVD 88
 LX2479.geopotential number by the normal gravity value computed on the
 LX2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2479.degrees latitude (g = 980.6199 gals.).
 LX2479
 LX2479.The modeled gravity was interpolated from observed gravity values.
 LX2479
 LX2479;                    North         East    Units  Estimated Accuracy
 LX2479;SPC CT       -   240,590.      278,340.      MT  (+/- 180 meters Scaled)
 LX2479
 LX2479                          SUPERSEDED SURVEY CONTROL
 LX2479
 LX2479.No superseded survey control is available for this station.
 LX2479
 LX2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM609101(NAD 83)
 LX2479_MARKER: DD = SURVEY DISK
 LX2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2479_SP_SET: CONCRETE POST
 LX2479_STAMPING: 29
 LX2479_MARK LOGO: LOCENG
 LX2479_PROJECTION: FLUSH
 LX2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2479+STABILITY: SURFACE MOTION
 LX2479
 LX2479  HISTORY     - Date     Condition        Report By
 LX2479  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2479  HISTORY     - 1985     GOOD             NGS
 LX2479
 LX2479                          STATION DESCRIPTION
 LX2479
 LX2479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2479'3.4 KM (2.1 MI) SOUTH FROM THOMASTON.
 LX2479'3.4 KM (2.1 MI) SOUTH ALONG COUNTY ROUTE 848 FROM THE SOUTH END OF THE
 LX2479'BRIDGE OVER THE NAUGATUCK RIVER IN THOMASTON TO THE MARK ON THE LEFT,
 LX2479'AT THE JUNCTION OF LAUREL DRIVE, 5.94 METERS (19.5 FT) EAST OF THE
 LX2479'CENTERLINE OF THE HIGHWAY, 21.03 METERS (69.0 FT) SOUTH OF A 61-CM
 LX2479'(24-INCH) METAL MANHOLE COVER ON THE NORTH SIDE OF LAUREL DRIVE,
 LX2479'4.66 METERS (15.3 FT) NORTHWEST OF A RAILROAD SPIKE DRIVEN INTO THE
 LX2479'NORTHWEST SIDE OF A 76-CM (30-INCH) HICKORY TREE.
 LX2479'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2479'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1784 ***********************************************************************
 LW1784  DESIGNATION -  290
 LW1784  PID         -  LW1784
 LW1784  STATE/COUNTY-  CT/WINDHAM
 LW1784  USGS QUAD   -  PUTNAM (1970)
 LW1784
 LW1784                         *CURRENT SURVEY CONTROL
 LW1784  ___________________________________________________________________
 LW1784* NAD 83(1986)-  41 54 57.     (N)    071 54 22.     (W)     SCALED    
 LW1784* NAVD 88     -        88.238  (meters)     289.49   (feet)  ADJUSTED  
 LW1784  ___________________________________________________________________
 LW1784  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW1784  DYNAMIC HT  -          88.209 (meters)     289.40  (feet)  COMP
 LW1784  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LW1784
 LW1784  VERT ORDER  -  FIRST     CLASS II
 LW1784
 LW1784.The horizontal coordinates were scaled from a topographic map and have
 LW1784.an estimated accuracy of +/- 6 seconds.
 LW1784
 LW1784.The orthometric height was determined by differential leveling
 LW1784.and adjusted by the National Geodetic Survey in June 1991..
 LW1784
 LW1784.The geoid height was determined by GEOID03.
 LW1784
 LW1784.The dynamic height is computed by dividing the NAVD 88
 LW1784.geopotential number by the normal gravity value computed on the
 LW1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1784.degrees latitude (g = 980.6199 gals.).
 LW1784
 LW1784.The modeled gravity was interpolated from observed gravity values.
 LW1784
 LW1784;                    North         East    Units  Estimated Accuracy
 LW1784;SPC CT       -   272,970.      374,810.      MT  (+/- 180 meters Scaled)
 LW1784
 LW1784                          SUPERSEDED SURVEY CONTROL
 LW1784
 LW1784.No superseded survey control is available for this station.
 LW1784
 LW1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG589445(NAD 83)
 LW1784_MARKER: DD = SURVEY DISK
 LW1784_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LW1784_SP_SET: FOUNDATION
 LW1784_STAMPING: 290
 LW1784_MARK LOGO: USGS  
 LW1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1784+STABILITY: SURFACE MOTION
 LW1784
 LW1784  HISTORY     - Date     Condition        Report By
 LW1784  HISTORY     - UNK      MONUMENTED       USGS
 LW1784  HISTORY     - 1986     GOOD             NGS
 LW1784  HISTORY     - 19961207 GOOD             USPSQD
 LW1784
 LW1784                          STATION DESCRIPTION
 LW1784
 LW1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1784'0.4 KM (0.25 MI) NE FROM PUTNAM.
 LW1784'0.4 KM (0.25 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LW1784'MAIN STREET IN PUTNAM TO THE JUNCTION OF SCHOOL STREET AND THE MARK ON
 LW1784'THE RIGHT SET VERTICALLY IN THE FOUNDATION OF THE ISRAEL PUTNAM
 LW1784'SCHOOL.  IT IS 26.06 METERS (85.5 FT) EAST OF THE CENTERLINE OF SCHOOL
 LW1784'STREET, 11.19 METERS (36.7 FT) SOUTHEAST OF A FLAG POLE AND 3.81
 LW1784'METERS (12.5 FT) SOUTH OF THE SOUTH END OF THE BOTTOM STEP OF THE MAIN
 LW1784'ENTRANCE TO THE SCHOOL.
 LW1784'THE MARK IS 0.2 M ABOVE GROUND.
 LW1784
 LW1784                          STATION RECOVERY (1996)
 LW1784
 LW1784'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3053 ***********************************************************************
 LX3053  DESIGNATION -  2901
 LX3053  PID         -  LX3053
 LX3053  STATE/COUNTY-  CT/WINDHAM
 LX3053  USGS QUAD   -  SCOTLAND (1983)
 LX3053
 LX3053                         *CURRENT SURVEY CONTROL
 LX3053  ___________________________________________________________________
 LX3053* NAD 83(1996)-  41 41 55.     (N)    072 04 19.     (W)     SCALED    
 LX3053* NAVD 88     -       138.477  (meters)     454.32   (feet)  ADJUSTED  
 LX3053  ___________________________________________________________________
 LX3053  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3053  DYNAMIC HT  -         138.429 (meters)     454.16  (feet)  COMP
 LX3053  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LX3053
 LX3053  VERT ORDER  -  FIRST     CLASS II
 LX3053
 LX3053.The horizontal coordinates were scaled from a topographic map and have
 LX3053.an estimated accuracy of +/- 6 seconds.
 LX3053
 LX3053.The orthometric height was determined by differential leveling
 LX3053.and adjusted by the National Geodetic Survey in June 1991..
 LX3053
 LX3053.The geoid height was determined by GEOID03.
 LX3053
 LX3053.The dynamic height is computed by dividing the NAVD 88
 LX3053.geopotential number by the normal gravity value computed on the
 LX3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3053.degrees latitude (g = 980.6199 gals.).
 LX3053
 LX3053.The modeled gravity was interpolated from observed gravity values.
 LX3053
 LX3053;                    North         East    Units  Estimated Accuracy
 LX3053;SPC CT       -   248,720.      361,240.      MT  (+/- 180 meters Scaled)
 LX3053
 LX3053                          SUPERSEDED SURVEY CONTROL
 LX3053
 LX3053.No superseded survey control is available for this station.
 LX3053
 LX3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM436204(NAD 83)
 LX3053_MARKER: DD = SURVEY DISK
 LX3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3053_SP_SET: CONCRETE POST
 LX3053_STAMPING: 2901
 LX3053_MARK LOGO: CTGS  
 LX3053_PROJECTION: PROJECTING 1 CENTIMETERS
 LX3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3053+STABILITY: SURFACE MOTION
 LX3053
 LX3053  HISTORY     - Date     Condition        Report By
 LX3053  HISTORY     - 1942     MONUMENTED       CTGS
 LX3053  HISTORY     - 1986     GOOD             NGS
 LX3053  HISTORY     - 19961001 GOOD             USPSQD
 LX3053
 LX3053                          STATION DESCRIPTION
 LX3053
 LX3053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3053'0.9 KM (0.55 MI) EAST FROM SCOTLAND.
 LX3053'0.9 KM (0.55 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3053'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE LEFT, 9.14 METERS
 LX3053'(30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.09 METERS (16.7
 LX3053'FT) WEST OF UTILITY POLE NO. 356.
 LX3053'THE MARK IS 2.5 M ABOVE HIGHWAY.
 LX3053
 LX3053                          STATION RECOVERY (1996)
 LX3053
 LX3053'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3055 ***********************************************************************
 LX3055  DESIGNATION -  2902
 LX3055  PID         -  LX3055
 LX3055  STATE/COUNTY-  CT/WINDHAM
 LX3055  USGS QUAD   -  SCOTLAND (1983)
 LX3055
 LX3055                         *CURRENT SURVEY CONTROL
 LX3055  ___________________________________________________________________
 LX3055* NAD 83(1986)-  41 41 54.     (N)    072 04 10.     (W)     SCALED    
 LX3055* NAVD 88     -       141.184  (meters)     463.20   (feet)  ADJUSTED  
 LX3055  ___________________________________________________________________
 LX3055  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3055  DYNAMIC HT  -         141.135 (meters)     463.04  (feet)  COMP
 LX3055  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LX3055
 LX3055  VERT ORDER  -  FIRST     CLASS II
 LX3055
 LX3055.The horizontal coordinates were scaled from a topographic map and have
 LX3055.an estimated accuracy of +/- 6 seconds.
 LX3055
 LX3055.The orthometric height was determined by differential leveling
 LX3055.and adjusted by the National Geodetic Survey in June 1991..
 LX3055
 LX3055.The geoid height was determined by GEOID03.
 LX3055
 LX3055.The dynamic height is computed by dividing the NAVD 88
 LX3055.geopotential number by the normal gravity value computed on the
 LX3055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3055.degrees latitude (g = 980.6199 gals.).
 LX3055
 LX3055.The modeled gravity was interpolated from observed gravity values.
 LX3055
 LX3055;                    North         East    Units  Estimated Accuracy
 LX3055;SPC CT       -   248,690.      361,450.      MT  (+/- 180 meters Scaled)
 LX3055
 LX3055                          SUPERSEDED SURVEY CONTROL
 LX3055
 LX3055.No superseded survey control is available for this station.
 LX3055
 LX3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM438204(NAD 83)
 LX3055_MARKER: DD = SURVEY DISK
 LX3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3055_SP_SET: CONCRETE POST
 LX3055_STAMPING: 2902
 LX3055_MARK LOGO: CTGS  
 LX3055_PROJECTION: RECESSED 2 CENTIMETERS
 LX3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3055+STABILITY: SURFACE MOTION
 LX3055
 LX3055  HISTORY     - Date     Condition        Report By
 LX3055  HISTORY     - UNK      MONUMENTED       CTGS
 LX3055  HISTORY     - 1986     GOOD             NGS
 LX3055
 LX3055                          STATION DESCRIPTION
 LX3055
 LX3055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3055'1.0 KM (0.65 MI) EAST FROM SCOTLAND.
 LX3055'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3055'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE RIGHT, 5.79
 LX3055'METERS (19.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.45 METERS
 LX3055'(50.7 FT) NORTHEAST OF THE NORTHWEST CORNER OF A 1 1/2 STORY FRAME
 LX3055'HOUSE, 3.96 METERS (13.0 FT) WEST OF THE EXTENDED CENTERLINE OF
 LX3055'STATE HIGHWAY 97.
 LX3055'THE MARK IS 0.40 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3056 ***********************************************************************
 LX3056  DESIGNATION -  2903 X
 LX3056  PID         -  LX3056
 LX3056  STATE/COUNTY-  CT/WINDHAM
 LX3056  USGS QUAD   -  SCOTLAND (1983)
 LX3056
 LX3056                         *CURRENT SURVEY CONTROL
 LX3056  ___________________________________________________________________
 LX3056* NAD 83(1986)-  41 41 55.     (N)    072 04 02.     (W)     SCALED    
 LX3056* NAVD 88     -       148.414  (meters)     486.92   (feet)  ADJUSTED  
 LX3056  ___________________________________________________________________
 LX3056  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3056  DYNAMIC HT  -         148.363 (meters)     486.75  (feet)  COMP
 LX3056  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LX3056
 LX3056  VERT ORDER  -  FIRST     CLASS II
 LX3056
 LX3056.The horizontal coordinates were scaled from a topographic map and have
 LX3056.an estimated accuracy of +/- 6 seconds.
 LX3056
 LX3056.The orthometric height was determined by differential leveling
 LX3056.and adjusted by the National Geodetic Survey in June 1991..
 LX3056
 LX3056.The geoid height was determined by GEOID03.
 LX3056
 LX3056.The dynamic height is computed by dividing the NAVD 88
 LX3056.geopotential number by the normal gravity value computed on the
 LX3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3056.degrees latitude (g = 980.6199 gals.).
 LX3056
 LX3056.The modeled gravity was interpolated from observed gravity values.
 LX3056
 LX3056;                    North         East    Units  Estimated Accuracy
 LX3056;SPC CT       -   248,720.      361,630.      MT  (+/- 180 meters Scaled)
 LX3056
 LX3056                          SUPERSEDED SURVEY CONTROL
 LX3056
 LX3056.No superseded survey control is available for this station.
 LX3056
 LX3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM440204(NAD 83)
 LX3056_MARKER: DD = SURVEY DISK
 LX3056_SETTING: 66 = SET IN ROCK OUTCROP
 LX3056_SP_SET: ROCK LEDGE
 LX3056_STAMPING: 2903X
 LX3056_MARK LOGO: CTGS  
 LX3056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3056+STABILITY: POSITION/ELEVATION WELL
 LX3056
 LX3056  HISTORY     - Date     Condition        Report By
 LX3056  HISTORY     - 1958     MONUMENTED       CTGS
 LX3056  HISTORY     - 1986     GOOD             NGS
 LX3056
 LX3056                          STATION DESCRIPTION
 LX3056
 LX3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3056'1.3 KM (0.8 MI) EAST FROM SCOTLAND.
 LX3056'1.3 KM (0.8 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3056'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE RIGHT, IN TOP OF
 LX3056'A ROCK LEDGE, 7.32 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX3056'HIGHWAY, 17.19 METERS (56.4 FT) WEST OF UTILITY POLE NO. 119, 1.77
 LX3056'METERS (5.8 FT) SOUTHWEST OF A LONE CEDAR TREE.
 LX3056'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3402 ***********************************************************************
 LX3402  DESIGNATION -  295 W
 LX3402  PID         -  LX3402
 LX3402  STATE/COUNTY-  CT/NEW LONDON
 LX3402  USGS QUAD   -  UNCASVILLE (1984)
 LX3402
 LX3402                         *CURRENT SURVEY CONTROL
 LX3402  ___________________________________________________________________
 LX3402* NAD 83(1986)-  41 28 29.     (N)    072 05 59.     (W)     SCALED    
 LX3402* NAVD 88     -        89.735  (meters)     294.41   (feet)  ADJUSTED  
 LX3402  ___________________________________________________________________
 LX3402  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX3402  DYNAMIC HT  -          89.704 (meters)     294.30  (feet)  COMP
 LX3402  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX3402
 LX3402  VERT ORDER  -  FIRST     CLASS II
 LX3402
 LX3402.The horizontal coordinates were scaled from a topographic map and have
 LX3402.an estimated accuracy of +/- 6 seconds.
 LX3402
 LX3402.The orthometric height was determined by differential leveling
 LX3402.and adjusted by the National Geodetic Survey in June 1991..
 LX3402
 LX3402.The geoid height was determined by GEOID03.
 LX3402
 LX3402.The dynamic height is computed by dividing the NAVD 88
 LX3402.geopotential number by the normal gravity value computed on the
 LX3402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3402.degrees latitude (g = 980.6199 gals.).
 LX3402
 LX3402.The modeled gravity was interpolated from observed gravity values.
 LX3402
 LX3402;                    North         East    Units  Estimated Accuracy
 LX3402;SPC CT       -   223,840.      359,120.      MT  (+/- 180 meters Scaled)
 LX3402
 LX3402                          SUPERSEDED SURVEY CONTROL
 LX3402
 LX3402.No superseded survey control is available for this station.
 LX3402
 LX3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL421955(NAD 83)
 LX3402_MARKER: DD = SURVEY DISK
 LX3402_SETTING: 80 = SET IN A BOULDER
 LX3402_SP_SET: BOULDER
 LX3402_STAMPING: 295 W 123 1923
 LX3402_MARK LOGO: USGS  
 LX3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3402+STABILITY: SURFACE MOTION
 LX3402
 LX3402  HISTORY     - Date     Condition        Report By
 LX3402  HISTORY     - 1923     MONUMENTED       USGS
 LX3402  HISTORY     - 1986     GOOD             NGS
 LX3402  HISTORY     - 1989     GOOD             USPSQD
 LX3402  HISTORY     - 19900428 GOOD             USPSQD
 LX3402
 LX3402                          STATION DESCRIPTION
 LX3402
 LX3402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3402'0.8 KM (0.5 MI) SOUTH FROM MONTVILLE.
 LX3402'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE STATE HIGHWAY 2A
 LX3402'OVERPASS IN MONTVILLE TO THE MARK ON THE LEFT IN TOP OF A LARGE
 LX3402'BOULDER ON THE NORTH SIDE OF A BITUMINOUS DRIVE LEADING TO A ONE-STORY
 LX3402'FRAME HOUSE NO. 1841.  IT IS 12.89 METERS (42.3 FT) SOUTHEAST OF A
 LX3402'WHITE LINE PAINTED ON THE HIGHWAY AND 3.50 METERS (11.5 FT)
 LX3402'NORTH-NORTHEAST OF THE CENTER OF ABOVE MENTIONED DRIVE.
 LX3402'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3402
 LX3402                          STATION RECOVERY (1989)
 LX3402
 LX3402'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3402'RECOVERED IN GOOD CONDITION.
 LX3402
 LX3402                          STATION RECOVERY (1990)
 LX3402
 LX3402'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5063 ***********************************************************************
 LX5063  DESIGNATION -  2968
 LX5063  PID         -  LX5063
 LX5063  STATE/COUNTY-  CT/NEW LONDON
 LX5063  USGS QUAD   -  UNCASVILLE (1984)
 LX5063
 LX5063                         *CURRENT SURVEY CONTROL
 LX5063  ___________________________________________________________________
 LX5063* NAD 83(1996)-  41 23 06.01721(N)    072 00 20.68350(W)     ADJUSTED  
 LX5063* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 LX5063  ___________________________________________________________________
 LX5063  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 LX5063  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5063
 LX5063  HORZ ORDER  -  THIRD
 LX5063
 LX5063.The horizontal coordinates were established by classical geodetic methods
 LX5063.and adjusted by the National Geodetic Survey in August 1998..
 LX5063
 LX5063.The orthometric height was scaled from a topographic map.
 LX5063
 LX5063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5063
 LX5063.The geoid height was determined by GEOID03.
 LX5063
 LX5063;                    North         East     Units Scale Factor Converg.
 LX5063;SPC CT       -   213,935.694   367,051.209   MT  0.99998649   +0 29 36.5
 LX5063;SPC CT       -   701,887.36  1,204,233.84   sFT  0.99998649   +0 29 36.5
 LX5063;UTM  18      - 4,585,824.794   750,364.907   MT  1.00037149   +1 58 50.1
 LX5063;UTM  19      - 4,585,858.088   248,674.174   MT  1.00037742   -1 59 17.5
 LX5063
 LX5063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5063!SPC CT       -   0.99999119  x   0.99998649  =   0.99997768
 LX5063!UTM  18      -   0.99999119  x   1.00037149  =   1.00036268
 LX5063!UTM  19      -   0.99999119  x   1.00037742  =   1.00036861
 LX5063
 LX5063                          SUPERSEDED SURVEY CONTROL
 LX5063
 LX5063  NAD 83(1992)-  41 23 06.01601(N)    072 00 20.68275(W) AD(       ) 3
 LX5063  NAD 83(1986)-  41 23 06.01581(N)    072 00 20.68661(W) AD(       ) 3
 LX5063  NAD 27      -  41 23 05.67349(N)    072 00 22.40743(W) AD(       ) 3
 LX5063
 LX5063.Superseded values are not recommended for survey control.
 LX5063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5063.See file dsdata.txt to determine how the superseded data were derived.
 LX5063
 LX5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5036585825(NAD 83)
 LX5063_MARKER: DD = SURVEY DISK
 LX5063_SETTING: 0 = UNSPECIFIED SETTING
 LX5063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5063
 LX5063  HISTORY     - Date     Condition        Report By
 LX5063  HISTORY     - 1937     MONUMENTED       CTGS
 LX5063  HISTORY     - 1954     GOOD             CGS
 LX5063  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5063
 LX5063                          STATION DESCRIPTION
 LX5063
 LX5063'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LX5063'THE STATION IS ON THE EASTERLY SIDE OF NOANK ROAD, AND 0.15 MILE S
 LX5063'OF ITS INTERSECTION WITH STATE HIGHWAY 84.  IT IS 16 FEET FROM
 LX5063'THE CENTER LINE OF NOANK ROAD AND BETWEEN S.N.E.T. CO. POLES
 LX5063'NOS. 1138 AND 1139, ON THE OPPOSITE SIDE OF THIS ROAD.
 LX5063'
 LX5063'STATION MARK IS A STATE SURVEY BRONZE DISK STAMPED 2968 SET IN THE
 LX5063'TOP OF A REINFORCED CONCRETE POST, THE TOP FLUSH WITH THE GROUND.
 LX5063'
 LX5063'REFERENCE MARK NO. 1, NE OF STATION, IS THE DRILL HOLE IN
 LX5063'TRIANGLE IN THE EXTREME TOP CORNER OF THE BASE STONE AT THE END
 LX5063'OF A STONE WALL ON THE E SIDE OF THE HIGHWAY AND ON THE N END OF
 LX5063'THE BARWAY.
 LX5063'
 LX5063'REFERENCE MARK NO. 2, E OF STATION, IS A DRILL HOLE IN A TRIANGLE
 LX5063'IN THE TOP CORNER OF THE END BASE STONE OF THE STONE WALL
 LX5063'MENTIONED IN REFERENCE MARK NO. 1, AND ON THE S END OF THE BARWAY.
 LX5063'
 LX5063'REFERENCE MARK NO. 3, W OF STATION, IS A DRILL HOLE IN THE
 LX5063'TRIANGLE IN THE FACE OF A LARGE 3- BY 3-FOOT SINGLE STONE IN THE
 LX5063'STONE WALL, ON THE W SIDE OF NOANK ROAD.
 LX5063'
 LX5063'THIS POINT IS USED AS A TRIANGULATION STATION.
 LX5063
 LX5063                          STATION RECOVERY (1954)
 LX5063
 LX5063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5063'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5063'ADEQUATE AND COMPLETE.
 LX5063
 LX5063                          STATION RECOVERY (1984)
 LX5063
 LX5063'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5063'NO. 2968 UNABLE TO LOCATE--THIS ROAD WIDENED, REPAVED IN LATE
 LX5063'1970S.  THE AREA OF THE STATION IS COVERED WITH ASPHALT.  THE
 LX5063'ELEVATION OF THE ROAD WAS RAISED AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3328 ***********************************************************************
 LX3328  DESIGNATION -  2999 X
 LX3328  PID         -  LX3328
 LX3328  STATE/COUNTY-  CT/NEW LONDON
 LX3328  USGS QUAD   -  MONTVILLE (1983)
 LX3328
 LX3328                         *CURRENT SURVEY CONTROL
 LX3328  ___________________________________________________________________
 LX3328* NAD 83(1986)-  41 27 25.     (N)    072 14 38.     (W)     SCALED    
 LX3328* NAVD 88     -       114.132  (meters)     374.45   (feet)  ADJUSTED  
 LX3328  ___________________________________________________________________
 LX3328  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX3328  DYNAMIC HT  -         114.092 (meters)     374.32  (feet)  COMP
 LX3328  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 LX3328
 LX3328  VERT ORDER  -  FIRST     CLASS II
 LX3328
 LX3328.The horizontal coordinates were scaled from a topographic map and have
 LX3328.an estimated accuracy of +/- 6 seconds.
 LX3328
 LX3328.The orthometric height was determined by differential leveling
 LX3328.and adjusted by the National Geodetic Survey in June 1991..
 LX3328
 LX3328.The geoid height was determined by GEOID03.
 LX3328
 LX3328.The dynamic height is computed by dividing the NAVD 88
 LX3328.geopotential number by the normal gravity value computed on the
 LX3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3328.degrees latitude (g = 980.6199 gals.).
 LX3328
 LX3328.The modeled gravity was interpolated from observed gravity values.
 LX3328
 LX3328;                    North         East    Units  Estimated Accuracy
 LX3328;SPC CT       -   221,780.      347,090.      MT  (+/- 180 meters Scaled)
 LX3328
 LX3328                          SUPERSEDED SURVEY CONTROL
 LX3328
 LX3328.No superseded survey control is available for this station.
 LX3328
 LX3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL301931(NAD 83)
 LX3328_MARKER: DD = SURVEY DISK
 LX3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3328_SP_SET: CONCRETE POST
 LX3328_STAMPING: 2999X
 LX3328_MARK LOGO: CTGS  
 LX3328_PROJECTION: FLUSH
 LX3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3328+STABILITY: SURFACE MOTION
 LX3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3328+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3328
 LX3328  HISTORY     - Date     Condition        Report By
 LX3328  HISTORY     - 1957     MONUMENTED       CTGS
 LX3328  HISTORY     - 1986     GOOD             NGS
 LX3328  HISTORY     - 1989     GOOD             USPSQD
 LX3328  HISTORY     - 19900428 GOOD             USPSQD
 LX3328  HISTORY     - 19901115 GOOD             USPSQD
 LX3328  HISTORY     - 19991221 GOOD             USPSQD
 LX3328  HISTORY     - 20030602 GOOD             USPSQD
 LX3328  HISTORY     - 20060412 GOOD             USPSQD
 LX3328
 LX3328                          STATION DESCRIPTION
 LX3328
 LX3328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3328'2.9 KM (1.8 MI) SE FROM SALEM FOUR CORNERS.
 LX3328'2.9 KM (1.8 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3328'WITH STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON THE RIGHT
 LX3328'AND NEAR THE SOUTH END OF A HIGHWAY PICNIC AREA, ALSO 3.95 KM (2.45
 LX3328'MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF STATE
 LX3328'HIGHWAY 161 IN CHESTERFIELD, 7.92 METERS (26.0 FT) SOUTHWEST OF THE
 LX3328'CENTERLINE OF THE HIGHWAY, 18.26 METERS (59.9 FT) NORTHWEST OF THE
 LX3328'INSIDE NORTHEAST CORNER OF A STEEL FRAME OF A CONCRETE CATCH BASIN,
 LX3328'10.30 METERS (33.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE
 LX3328'FIREPLACE, 7.53 METERS (24.7 FT) NORTHWEST OF A 16-INCH TREE ON THE
 LX3328'OUTSIDE OF FENCE ALONG THE PICNIC AREA, 0.88 METER (2.9 FT) NORTHEAST
 LX3328'OF A WEBWIRE FENCE LINE.
 LX3328'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3328
 LX3328                          STATION RECOVERY (1989)
 LX3328
 LX3328'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3328'RECOVERED IN GOOD CONDITION.
 LX3328
 LX3328                          STATION RECOVERY (1990)
 LX3328
 LX3328'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3328'RECOVERED IN GOOD CONDITION.
 LX3328
 LX3328                          STATION RECOVERY (1990)
 LX3328
 LX3328'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3328'RECOVERED IN GOOD CONDITION.
 LX3328
 LX3328                          STATION RECOVERY (1999)
 LX3328
 LX3328'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3328'RECOVERED IN GOOD CONDITION.
 LX3328
 LX3328                          STATION RECOVERY (2003)
 LX3328
 LX3328'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3328'RECOVERED IN GOOD CONDITION.
 LX3328
 LX3328                          STATION RECOVERY (2006)
 LX3328
 LX3328'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2145 ***********************************************************************
 LX2145  DESIGNATION -  3
 LX2145  PID         -  LX2145
 LX2145  STATE/COUNTY-  CT/TOLLAND
 LX2145  USGS QUAD   -  COLUMBIA (1984)
 LX2145
 LX2145                         *CURRENT SURVEY CONTROL
 LX2145  ___________________________________________________________________
 LX2145* NAD 83(1986)-  41 43 09.     (N)    072 15 01.     (W)     SCALED    
 LX2145* NAVD 88     -        74.503  (meters)     244.43   (feet)  ADJUSTED  
 LX2145  ___________________________________________________________________
 LX2145  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX2145  DYNAMIC HT  -          74.477 (meters)     244.35  (feet)  COMP
 LX2145  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 LX2145
 LX2145  VERT ORDER  -  FIRST     CLASS II
 LX2145
 LX2145.The horizontal coordinates were scaled from a topographic map and have
 LX2145.an estimated accuracy of +/- 6 seconds.
 LX2145
 LX2145.The orthometric height was determined by differential leveling
 LX2145.and adjusted by the National Geodetic Survey in June 1991..
 LX2145
 LX2145.The geoid height was determined by GEOID03.
 LX2145
 LX2145.The dynamic height is computed by dividing the NAVD 88
 LX2145.geopotential number by the normal gravity value computed on the
 LX2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2145.degrees latitude (g = 980.6199 gals.).
 LX2145
 LX2145.The modeled gravity was interpolated from observed gravity values.
 LX2145
 LX2145;                    North         East    Units  Estimated Accuracy
 LX2145;SPC CT       -   250,900.      346,380.      MT  (+/- 180 meters Scaled)
 LX2145
 LX2145                          SUPERSEDED SURVEY CONTROL
 LX2145
 LX2145.No superseded survey control is available for this station.
 LX2145
 LX2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM287222(NAD 83)
 LX2145_MARKER: DD = SURVEY DISK
 LX2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2145_SP_SET: CONCRETE POST
 LX2145_STAMPING: 3
 LX2145_MARK LOGO: CTDT  
 LX2145_PROJECTION: FLUSH
 LX2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2145+STABILITY: SURFACE MOTION
 LX2145
 LX2145  HISTORY     - Date     Condition        Report By
 LX2145  HISTORY     - UNK      MONUMENTED       CTDT
 LX2145  HISTORY     - 1984     GOOD             NGS
 LX2145
 LX2145                          STATION DESCRIPTION
 LX2145
 LX2145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2145'2.8 KM (1.75 MI) WEST FROM WILLIMANTIC.
 LX2145'2.8 KM (1.75 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2145'WILLIMANTIC TO THE MARK ON THE LEFT, ON THE WEST SIDE OF THE WILE GM
 LX2145'DEALERSHIP AND AT THE NORTH EDGE OF A SMALL MAN MADE POND, 8.05 METERS
 LX2145'(26.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.84 METERS (29.0
 LX2145'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE STORM DRAIN.
 LX2145'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 LX2145'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1191 ***********************************************************************
 LX1191  DESIGNATION -  3
 LX1191  PID         -  LX1191
 LX1191  STATE/COUNTY-  CT/FAIRFIELD
 LX1191  USGS QUAD   -  STAMFORD (1984)
 LX1191
 LX1191                         *CURRENT SURVEY CONTROL
 LX1191  ___________________________________________________________________
 LX1191* NAD 83(1986)-  41 03 50.     (N)    073 30 52.     (W)     SCALED    
 LX1191* NAVD 88     -        25.756  (meters)      84.50   (feet)  ADJUSTED  
 LX1191  ___________________________________________________________________
 LX1191  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX1191  DYNAMIC HT  -          25.747 (meters)      84.47  (feet)  COMP
 LX1191  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 LX1191
 LX1191  VERT ORDER  -  FIRST     CLASS I
 LX1191
 LX1191.The horizontal coordinates were scaled from a topographic map and have
 LX1191.an estimated accuracy of +/- 6 seconds.
 LX1191
 LX1191.The orthometric height was determined by differential leveling
 LX1191.and adjusted by the National Geodetic Survey in June 1991..
 LX1191
 LX1191.The geoid height was determined by GEOID03.
 LX1191
 LX1191.The dynamic height is computed by dividing the NAVD 88
 LX1191.geopotential number by the normal gravity value computed on the
 LX1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1191.degrees latitude (g = 980.6199 gals.).
 LX1191
 LX1191.The modeled gravity was interpolated from observed gravity values.
 LX1191
 LX1191;                    North         East    Units  Estimated Accuracy
 LX1191;SPC CT       -   178,290.      240,550.      MT  (+/- 180 meters Scaled)
 LX1191
 LX1191                          SUPERSEDED SURVEY CONTROL
 LX1191
 LX1191  NGVD 29 (??/??/92)   26.094  (m)           85.61   (f) ADJ UNCH    1 1
 LX1191
 LX1191.Superseded values are not recommended for survey control.
 LX1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1191.See file dsdata.txt to determine how the superseded data were derived.
 LX1191
 LX1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL248469(NAD 83)
 LX1191_MARKER: DD = SURVEY DISK
 LX1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX1191_STAMPING: 3
 LX1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1191+STABILITY: SURFACE MOTION
 LX1191
 LX1191  HISTORY     - Date     Condition        Report By
 LX1191  HISTORY     - UNK      MONUMENTED       CTGS
 LX1191  HISTORY     - 1965     GOOD             NGS
 LX1191  HISTORY     - 1983     GOOD             NGS
 LX1191  HISTORY     - 1987     GOOD             USPSQD
 LX1191
 LX1191                          STATION DESCRIPTION
 LX1191
 LX1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1191'1.8 MI NE FROM STAMFORD.
 LX1191'1.45 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 LX1191'ATLANTIC STREET AT STAMFORD, THENCE 0.4 MILE NORTH ALONG
 LX1191'CORTLAND AVENUE, AT THE INTERSECTION OF CORTLAND AVENUE AND
 LX1191'HAMILTON AVENUE, 35 FEET EAST OF THE CENTER LINE OF CORTLAND
 LX1191'AVENUE, 7 FEET SOUTH OF THE SOUTH CURB OF HAMILTON AVENUE, 6
 LX1191'FEET SOUTHEAST OF A POWER LINE POLE, 6.2 FEET NORTH OF A FENCE
 LX1191'LINE, SET IN THE TOP OF A GRANITE POST PROJECTING 1 INCH ABOVE
 LX1191'THE LEVEL OF THE GROUND.
 LX1191
 LX1191                          STATION RECOVERY (1983)
 LX1191
 LX1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1191'RECOVERED IN GOOD CONDITION.
 LX1191
 LX1191                          STATION RECOVERY (1987)
 LX1191
 LX1191'RECOVERY NOTE BY US POWER SQUADRON 1987 (SKH)
 LX1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2308 ***********************************************************************
 LX2308  DESIGNATION -  300
 LX2308  PID         -  LX2308
 LX2308  STATE/COUNTY-  CT/FAIRFIELD
 LX2308  USGS QUAD   -  BETHEL (1984)
 LX2308
 LX2308                         *CURRENT SURVEY CONTROL
 LX2308  ___________________________________________________________________
 LX2308* NAD 83(1986)-  41 17 41.     (N)    073 23 42.     (W)     SCALED    
 LX2308* NAVD 88     -        91.057  (meters)     298.74   (feet)  ADJUSTED  
 LX2308  ___________________________________________________________________
 LX2308  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX2308  DYNAMIC HT  -          91.026 (meters)     298.64  (feet)  COMP
 LX2308  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LX2308
 LX2308  VERT ORDER  -  FIRST     CLASS II
 LX2308
 LX2308.The horizontal coordinates were scaled from a topographic map and have
 LX2308.an estimated accuracy of +/- 6 seconds.
 LX2308
 LX2308.The orthometric height was determined by differential leveling
 LX2308.and adjusted by the National Geodetic Survey in June 1991..
 LX2308
 LX2308.The geoid height was determined by GEOID03.
 LX2308
 LX2308.The dynamic height is computed by dividing the NAVD 88
 LX2308.geopotential number by the normal gravity value computed on the
 LX2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2308.degrees latitude (g = 980.6199 gals.).
 LX2308
 LX2308.The modeled gravity was interpolated from observed gravity values.
 LX2308
 LX2308;                    North         East    Units  Estimated Accuracy
 LX2308;SPC CT       -   203,840.      250,780.      MT  (+/- 180 meters Scaled)
 LX2308
 LX2308                          SUPERSEDED SURVEY CONTROL
 LX2308
 LX2308.No superseded survey control is available for this station.
 LX2308
 LX2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL343727(NAD 83)
 LX2308_MARKER: DD = SURVEY DISK
 LX2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2308_SP_SET: CONCRETE POST
 LX2308_STAMPING: 300
 LX2308_MARK LOGO: CTGS  
 LX2308_PROJECTION: FLUSH
 LX2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2308+STABILITY: SURFACE MOTION
 LX2308
 LX2308  HISTORY     - Date     Condition        Report By
 LX2308  HISTORY     - UNK      MONUMENTED       CTGS
 LX2308  HISTORY     - 1985     GOOD             NGS
 LX2308
 LX2308                          STATION DESCRIPTION
 LX2308
 LX2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2308'6.1 KM (3.8 MI) NORTH FROM GEORGETOWN.
 LX2308'6.1 KM (3.8 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2308'U.S. HIGHWAY 7 IN GEORGETOWN TO THE MARK ON THE LEFT, IN THE NORTHEAST
 LX2308'ANGLE OF THE JUNCTION OF STATE HIGHWAY 53, 11.8 METERS (39.0 FT)
 LX2308'NORTHWEST OF THE CENTERLINE OF HIGHWAY 107, 10.8 METERS (35.5 FT)
 LX2308'NORTHEAST OF THE CENTERLINE OF HIGHWAY 53.
 LX2308'THE MARK IS 0.60 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2824 ***********************************************************************
 LX2824  DESIGNATION -  301
 LX2824  PID         -  LX2824
 LX2824  STATE/COUNTY-  CT/MIDDLESEX
 LX2824  USGS QUAD   -  DURHAM (1984)
 LX2824
 LX2824                         *CURRENT SURVEY CONTROL
 LX2824  ___________________________________________________________________
 LX2824* NAD 83(1986)-  41 26 21.     (N)    072 39 17.     (W)     SCALED    
 LX2824* NAVD 88     -        99.643  (meters)     326.91   (feet)  ADJUSTED  
 LX2824  ___________________________________________________________________
 LX2824  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX2824  DYNAMIC HT  -          99.610 (meters)     326.80  (feet)  COMP
 LX2824  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 LX2824
 LX2824  VERT ORDER  -  FIRST     CLASS II
 LX2824
 LX2824.The horizontal coordinates were scaled from a topographic map and have
 LX2824.an estimated accuracy of +/- 6 seconds.
 LX2824
 LX2824.The orthometric height was determined by differential leveling
 LX2824.and adjusted by the National Geodetic Survey in June 1991..
 LX2824
 LX2824.The geoid height was determined by GEOID03.
 LX2824
 LX2824.The dynamic height is computed by dividing the NAVD 88
 LX2824.geopotential number by the normal gravity value computed on the
 LX2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2824.degrees latitude (g = 980.6199 gals.).
 LX2824
 LX2824.The modeled gravity was interpolated from observed gravity values.
 LX2824
 LX2824;                    North         East    Units  Estimated Accuracy
 LX2824;SPC CT       -   219,690.      312,760.      MT  (+/- 180 meters Scaled)
 LX2824
 LX2824                          SUPERSEDED SURVEY CONTROL
 LX2824
 LX2824.No superseded survey control is available for this station.
 LX2824
 LX2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL959901(NAD 83)
 LX2824_MARKER: DD = SURVEY DISK
 LX2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2824_SP_SET: CONCRETE POST
 LX2824_STAMPING: 301
 LX2824_MARK LOGO: CTGS  
 LX2824_PROJECTION: FLUSH
 LX2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2824+STABILITY: SURFACE MOTION
 LX2824
 LX2824  HISTORY     - Date     Condition        Report By
 LX2824  HISTORY     - 1935     MONUMENTED       CTGS
 LX2824  HISTORY     - 1985     GOOD             NGS
 LX2824
 LX2824                          STATION DESCRIPTION
 LX2824
 LX2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2824'6.7 KM (4.15 MI) SOUTH FROM DURHAM.
 LX2824'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2824'STATE HIGHWAY 68 IN DURHAM, THENCE 3.7 KM (2.3 MI) SOUTH ALONG STATE
 LX2824'HIGHWAY 79 TO THE MARK ON THE LEFT, 8.08 METERS (26.5 FT) NORTHEAST OF
 LX2824'THE CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.0 FT) NORTHWEST OF THE
 LX2824'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CULVERT UNDER THE
 LX2824'HIGHWAY.
 LX2824'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2830 ***********************************************************************
 LX2830  DESIGNATION -  303
 LX2830  PID         -  LX2830
 LX2830  STATE/COUNTY-  CT/NEW HAVEN
 LX2830  USGS QUAD   -  DURHAM (1984)
 LX2830
 LX2830                         *CURRENT SURVEY CONTROL
 LX2830  ___________________________________________________________________
 LX2830* NAD 83(1986)-  41 24 00.     (N)    072 39 11.     (W)     SCALED    
 LX2830* NAVD 88     -        89.973  (meters)     295.19   (feet)  ADJUSTED  
 LX2830  ___________________________________________________________________
 LX2830  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX2830  DYNAMIC HT  -          89.943 (meters)     295.09  (feet)  COMP
 LX2830  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 LX2830
 LX2830  VERT ORDER  -  FIRST     CLASS II
 LX2830
 LX2830.The horizontal coordinates were scaled from a topographic map and have
 LX2830.an estimated accuracy of +/- 6 seconds.
 LX2830
 LX2830.The orthometric height was determined by differential leveling
 LX2830.and adjusted by the National Geodetic Survey in June 1991..
 LX2830
 LX2830.The geoid height was determined by GEOID03.
 LX2830
 LX2830.The dynamic height is computed by dividing the NAVD 88
 LX2830.geopotential number by the normal gravity value computed on the
 LX2830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2830.degrees latitude (g = 980.6199 gals.).
 LX2830
 LX2830.The modeled gravity was interpolated from observed gravity values.
 LX2830
 LX2830;                    North         East    Units  Estimated Accuracy
 LX2830;SPC CT       -   215,340.      312,910.      MT  (+/- 180 meters Scaled)
 LX2830
 LX2830                          SUPERSEDED SURVEY CONTROL
 LX2830
 LX2830.No superseded survey control is available for this station.
 LX2830
 LX2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL961858(NAD 83)
 LX2830_MARKER: DD = SURVEY DISK
 LX2830_SETTING: 66 = SET IN ROCK OUTCROP
 LX2830_SP_SET: ROCK OUTCROP
 LX2830_STAMPING: 303
 LX2830_MARK LOGO: CTGS  
 LX2830_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2830+STABILITY: POSITION/ELEVATION WELL
 LX2830
 LX2830  HISTORY     - Date     Condition        Report By
 LX2830  HISTORY     - 1935     MONUMENTED       CTGS
 LX2830  HISTORY     - 1985     GOOD             NGS
 LX2830  HISTORY     - 19910407 GOOD             USPSQD
 LX2830  HISTORY     - 19950813 GOOD             USPSQD
 LX2830
 LX2830                          STATION DESCRIPTION
 LX2830
 LX2830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2830'4.7 KM (2.9 MI) NORTH FROM NORTH MADISON.
 LX2830'4.7 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 LX2830'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE LEFT, IN TOP OF A
 LX2830'ROCK OUTCROP NEAR THE SOUTH END OF A WIDE PULL-OFF AREA, 7.01 METERS
 LX2830'(23.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 13.47 METERS (44.2
 LX2830'FT) NORTHEAST OF UTILITY POLE 950.
 LX2830'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX2830
 LX2830                          STATION RECOVERY (1991)
 LX2830
 LX2830'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2830'RECOVERED IN GOOD CONDITION.
 LX2830
 LX2830                          STATION RECOVERY (1995)
 LX2830
 LX2830'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3209 ***********************************************************************
 LX3209  DESIGNATION -  3032
 LX3209  PID         -  LX3209
 LX3209  STATE/COUNTY-  CT/WINDHAM
 LX3209  USGS QUAD   -  HAMPTON (1984)
 LX3209
 LX3209                         *CURRENT SURVEY CONTROL
 LX3209  ___________________________________________________________________
 LX3209* NAD 83(1986)-  41 46 35.     (N)    072 03 19.     (W)     SCALED    
 LX3209* NAVD 88     -       197.100  (meters)     646.65   (feet)  ADJUSTED  
 LX3209  ___________________________________________________________________
 LX3209  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3209  DYNAMIC HT  -         197.029 (meters)     646.42  (feet)  COMP
 LX3209  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 LX3209
 LX3209  VERT ORDER  -  FIRST     CLASS II
 LX3209
 LX3209.The horizontal coordinates were scaled from a topographic map and have
 LX3209.an estimated accuracy of +/- 6 seconds.
 LX3209
 LX3209.The orthometric height was determined by differential leveling
 LX3209.and adjusted by the National Geodetic Survey in June 1991..
 LX3209
 LX3209.The geoid height was determined by GEOID03.
 LX3209
 LX3209.The dynamic height is computed by dividing the NAVD 88
 LX3209.geopotential number by the normal gravity value computed on the
 LX3209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3209.degrees latitude (g = 980.6199 gals.).
 LX3209
 LX3209.The modeled gravity was interpolated from observed gravity values.
 LX3209
 LX3209;                    North         East    Units  Estimated Accuracy
 LX3209;SPC CT       -   257,370.      362,560.      MT  (+/- 180 meters Scaled)
 LX3209
 LX3209                          SUPERSEDED SURVEY CONTROL
 LX3209
 LX3209.No superseded survey control is available for this station.
 LX3209
 LX3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM447291(NAD 83)
 LX3209_MARKER: DD = SURVEY DISK
 LX3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3209_SP_SET: CONCRETE POST
 LX3209_STAMPING: 3032
 LX3209_MARK LOGO: CTGS  
 LX3209_PROJECTION: FLUSH
 LX3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3209+STABILITY: SURFACE MOTION
 LX3209
 LX3209  HISTORY     - Date     Condition        Report By
 LX3209  HISTORY     - UNK      MONUMENTED       CTGS
 LX3209  HISTORY     - 1986     GOOD             NGS
 LX3209
 LX3209                          STATION DESCRIPTION
 LX3209
 LX3209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3209'0.7 KM (0.45 MI) SOUTH FROM HAMPTON.
 LX3209'0.7 KM (0.45 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3209'HAMPTON TO THE MARK ON THE LEFT, 10.36 METERS (34.0 FT) EAST OF THE
 LX3209'CENTERLINE OF THE HIGHWAY, 17.83 METERS (58.5 FT) SOUTHEAST OF AND
 LX3209'ACROSS THE HIGHWAY FROM UTILITY POLE NO. 88, 4.42 METERS (14.5 FT)
 LX3209'WEST OF THE WEST EDGE OF A STONE WALL.  NOTE--THE CORNERS OF THE
 LX3209'CONCRETE POST HAVE BEEN KNOCKED OFF AND ONE EDGE OF THE DISK IS BENT
 LX3209'DOWN BUT THE POST APPEARS TO BE SOLID.
 LX3209'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3213 ***********************************************************************
 LX3213  DESIGNATION -  3033
 LX3213  PID         -  LX3213
 LX3213  STATE/COUNTY-  CT/WINDHAM
 LX3213  USGS QUAD   -  HAMPTON (1984)
 LX3213
 LX3213                         *CURRENT SURVEY CONTROL
 LX3213  ___________________________________________________________________
 LX3213* NAD 83(1986)-  41 45 39.     (N)    072 03 35.     (W)     SCALED    
 LX3213* NAVD 88     -       175.977  (meters)     577.35   (feet)  ADJUSTED  
 LX3213  ___________________________________________________________________
 LX3213  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX3213  DYNAMIC HT  -         175.915 (meters)     577.15  (feet)  COMP
 LX3213  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LX3213
 LX3213  VERT ORDER  -  FIRST     CLASS II
 LX3213
 LX3213.The horizontal coordinates were scaled from a topographic map and have
 LX3213.an estimated accuracy of +/- 6 seconds.
 LX3213
 LX3213.The orthometric height was determined by differential leveling
 LX3213.and adjusted by the National Geodetic Survey in June 1991..
 LX3213
 LX3213.The geoid height was determined by GEOID03.
 LX3213
 LX3213.The dynamic height is computed by dividing the NAVD 88
 LX3213.geopotential number by the normal gravity value computed on the
 LX3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3213.degrees latitude (g = 980.6199 gals.).
 LX3213
 LX3213.The modeled gravity was interpolated from observed gravity values.
 LX3213
 LX3213;                    North         East    Units  Estimated Accuracy
 LX3213;SPC CT       -   255,640.      362,200.      MT  (+/- 180 meters Scaled)
 LX3213
 LX3213                          SUPERSEDED SURVEY CONTROL
 LX3213
 LX3213.No superseded survey control is available for this station.
 LX3213
 LX3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM444274(NAD 83)
 LX3213_MARKER: DD = SURVEY DISK
 LX3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3213_SP_SET: CONCRETE POST
 LX3213_STAMPING: 3033
 LX3213_MARK LOGO: CTGS  
 LX3213_PROJECTION: RECESSED 2 CENTIMETERS
 LX3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3213+STABILITY: SURFACE MOTION
 LX3213
 LX3213  HISTORY     - Date     Condition        Report By
 LX3213  HISTORY     - 1962     MONUMENTED       CTGS
 LX3213  HISTORY     - 1986     GOOD             NGS
 LX3213
 LX3213                          STATION DESCRIPTION
 LX3213
 LX3213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3213'2.6 KM (1.6 MI) SOUTH FROM HAMPTON.
 LX3213'2.6 KM (1.6 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3213'HAMPTON TO THE MARK ON THE RIGHT, 5.49 METERS (18.0 FT) WEST OF THE
 LX3213'CENTERLINE OF THE HIGHWAY, 65.07 METERS (213.5 FT) SOUTH OF THE
 LX3213'JUNCTION OF PARKER ROAD, 1.43 METERS (4.7 FT) SOUTHEAST OF UTILITY
 LX3213'POLE NO. 1091.
 LX3213'THE MARK IS 0.32 METERS  E FROM  A WITNESS POST
 LX3213'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2833 ***********************************************************************
 LX2833  DESIGNATION -  304
 LX2833  PID         -  LX2833
 LX2833  STATE/COUNTY-  CT/NEW HAVEN
 LX2833  USGS QUAD   -  GUILFORD (1984)
 LX2833
 LX2833                         *CURRENT SURVEY CONTROL
 LX2833  ___________________________________________________________________
 LX2833* NAD 83(1986)-  41 22 16.     (N)    072 38 20.     (W)     SCALED    
 LX2833* NAVD 88     -       123.524  (meters)     405.26   (feet)  ADJUSTED  
 LX2833  ___________________________________________________________________
 LX2833  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX2833  DYNAMIC HT  -         123.482 (meters)     405.12  (feet)  COMP
 LX2833  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LX2833
 LX2833  VERT ORDER  -  FIRST     CLASS II
 LX2833
 LX2833.The horizontal coordinates were scaled from a topographic map and have
 LX2833.an estimated accuracy of +/- 6 seconds.
 LX2833
 LX2833.The orthometric height was determined by differential leveling
 LX2833.and adjusted by the National Geodetic Survey in June 1991..
 LX2833
 LX2833.The geoid height was determined by GEOID03.
 LX2833
 LX2833.The dynamic height is computed by dividing the NAVD 88
 LX2833.geopotential number by the normal gravity value computed on the
 LX2833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2833.degrees latitude (g = 980.6199 gals.).
 LX2833
 LX2833.The modeled gravity was interpolated from observed gravity values.
 LX2833
 LX2833;                    North         East    Units  Estimated Accuracy
 LX2833;SPC CT       -   212,130.      314,100.      MT  (+/- 180 meters Scaled)
 LX2833
 LX2833                          SUPERSEDED SURVEY CONTROL
 LX2833
 LX2833.No superseded survey control is available for this station.
 LX2833
 LX2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL974826(NAD 83)
 LX2833_MARKER: DD = SURVEY DISK
 LX2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2833_SP_SET: CONCRETE POST
 LX2833_STAMPING: 304
 LX2833_MARK LOGO: CTGS  
 LX2833_PROJECTION: RECESSED 4 CENTIMETERS
 LX2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2833+STABILITY: SURFACE MOTION
 LX2833
 LX2833  HISTORY     - Date     Condition        Report By
 LX2833  HISTORY     - 1935     MONUMENTED       CTGS
 LX2833  HISTORY     - 1985     GOOD             NGS
 LX2833  HISTORY     - 19950728 GOOD             USPSQD
 LX2833
 LX2833                          STATION DESCRIPTION
 LX2833
 LX2833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2833'1.3 KM (0.8 MI) NORTH FROM NORTH MADISON.
 LX2833'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCITON OF
 LX2833'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE LEFT, 8.23 METERS
 LX2833'(27.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 21.95 METERS (72.0
 LX2833'FT) SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO HOUSE NUMBER 1467,
 LX2833'6.71 METERS (22.0 FT) SOUTH OF A 45 MPH SIGN.
 LX2833'THE MARK IS 0.3 M ABOVE HIGHWAY.
 LX2833
 LX2833                          STATION RECOVERY (1995)
 LX2833
 LX2833'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2811 ***********************************************************************
 LX2811  DESIGNATION -  307
 LX2811  PID         -  LX2811
 LX2811  STATE/COUNTY-  CT/MIDDLESEX
 LX2811  USGS QUAD   -  MIDDLETOWN (1992)
 LX2811
 LX2811                         *CURRENT SURVEY CONTROL
 LX2811  ___________________________________________________________________
 LX2811* NAD 83(1986)-  41 31 51.     (N)    072 39 38.     (W)     SCALED    
 LX2811* NAVD 88     -        52.261  (meters)     171.46   (feet)  ADJUSTED  
 LX2811  ___________________________________________________________________
 LX2811  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX2811  DYNAMIC HT  -          52.244 (meters)     171.40  (feet)  COMP
 LX2811  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LX2811
 LX2811  VERT ORDER  -  FIRST     CLASS II
 LX2811
 LX2811.The horizontal coordinates were scaled from a topographic map and have
 LX2811.an estimated accuracy of +/- 6 seconds.
 LX2811
 LX2811.The orthometric height was determined by differential leveling
 LX2811.and adjusted by the National Geodetic Survey in June 1991..
 LX2811
 LX2811.The geoid height was determined by GEOID03.
 LX2811
 LX2811.The dynamic height is computed by dividing the NAVD 88
 LX2811.geopotential number by the normal gravity value computed on the
 LX2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2811.degrees latitude (g = 980.6199 gals.).
 LX2811
 LX2811.The modeled gravity was interpolated from observed gravity values.
 LX2811
 LX2811;                    North         East    Units  Estimated Accuracy
 LX2811;SPC CT       -   229,870.      312,270.      MT  (+/- 180 meters Scaled)
 LX2811
 LX2811                          SUPERSEDED SURVEY CONTROL
 LX2811
 LX2811.No superseded survey control is available for this station.
 LX2811
 LX2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM951003(NAD 83)
 LX2811_MARKER: DD = SURVEY DISK
 LX2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2811_SP_SET: CONCRETE POST
 LX2811_STAMPING: 307
 LX2811_MARK LOGO: CTGS  
 LX2811_PROJECTION: RECESSED 4 CENTIMETERS
 LX2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2811+STABILITY: SURFACE MOTION
 LX2811
 LX2811  HISTORY     - Date     Condition        Report By
 LX2811  HISTORY     - 1935     MONUMENTED       CTGS
 LX2811  HISTORY     - 1985     GOOD             NGS
 LX2811
 LX2811                          STATION DESCRIPTION
 LX2811
 LX2811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2811'3.9 KM (2.4 MI) SOUTH FROM MIDDLETOWN.
 LX2811'3.6 KM (2.25 MI) WEST ALONG STATE HIGHWAY 155 FROM THE OVERPASS OF
 LX2811'STATE HIGHWAY 9 IN MIDDLETOWN, THENCE 0.3 KM (0.15 MI) SOUTH ALONG
 LX2811'STATE HIGHWAY 17 TO THE MARK ON THE RIGHT, IN THE LAWN OF THE OLD LONG
 LX2811'HILL SCHOOL, 11.58 METERS (38.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2811'HIGHWAY, 18.56 METERS (60.9 FT) SOUTH OF THE EAST CORNER OF THE
 LX2811'SCHOOL, 17.43 METERS (57.2 FT) WEST OF THE SOUTH CORNER OF THE SCHOOL,
 LX2811'0.24 METER (0.8 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK
 LX2811'LEADING TO THE SCHOOL.
 LX2811'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2127 ***********************************************************************
 LX2127  DESIGNATION -  3094
 LX2127  PID         -  LX2127
 LX2127  STATE/COUNTY-  CT/NEW LONDON
 LX2127  USGS QUAD   -  NORWICH (1983)
 LX2127
 LX2127                         *CURRENT SURVEY CONTROL
 LX2127  ___________________________________________________________________
 LX2127* NAD 83(1986)-  41 37 01.     (N)    072 05 57.     (W)     SCALED    
 LX2127* NAVD 88     -        41.074  (meters)     134.76   (feet)  ADJUSTED  
 LX2127  ___________________________________________________________________
 LX2127  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX2127  DYNAMIC HT  -          41.060 (meters)     134.71  (feet)  COMP
 LX2127  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 LX2127
 LX2127  VERT ORDER  -  FIRST     CLASS II
 LX2127
 LX2127.The horizontal coordinates were scaled from a topographic map and have
 LX2127.an estimated accuracy of +/- 6 seconds.
 LX2127
 LX2127.The orthometric height was determined by differential leveling
 LX2127.and adjusted by the National Geodetic Survey in June 1991..
 LX2127
 LX2127.The geoid height was determined by GEOID03.
 LX2127
 LX2127.The dynamic height is computed by dividing the NAVD 88
 LX2127.geopotential number by the normal gravity value computed on the
 LX2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2127.degrees latitude (g = 980.6199 gals.).
 LX2127
 LX2127.The modeled gravity was interpolated from observed gravity values.
 LX2127
 LX2127;                    North         East    Units  Estimated Accuracy
 LX2127;SPC CT       -   239,630.      359,040.      MT  (+/- 180 meters Scaled)
 LX2127
 LX2127                          SUPERSEDED SURVEY CONTROL
 LX2127
 LX2127.No superseded survey control is available for this station.
 LX2127
 LX2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM416113(NAD 83)
 LX2127_MARKER: DD = SURVEY DISK
 LX2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2127_SP_SET: CONCRETE POST
 LX2127_STAMPING: 3094
 LX2127_MARK LOGO: CTGS  
 LX2127_PROJECTION: RECESSED 8 CENTIMETERS
 LX2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2127+STABILITY: SURFACE MOTION
 LX2127
 LX2127  HISTORY     - Date     Condition        Report By
 LX2127  HISTORY     - UNK      MONUMENTED       CTGS
 LX2127  HISTORY     - 1984     GOOD             NGS
 LX2127  HISTORY     - 1986     GOOD             NGS
 LX2127  HISTORY     - 19901008 GOOD             USPSQD
 LX2127  HISTORY     - 20060509 MARK NOT FOUND   USPSQD
 LX2127
 LX2127                          STATION DESCRIPTION
 LX2127
 LX2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2127'1.3 KM (0.8 MI) WNW FROM BALTIC.
 LX2127'1.3 KM (0.8 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 207 FROM THE
 LX2127'JUNCTION OF STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE LEFT, AT THE
 LX2127'JUNCTION OF ROSE STREET, ON THE NORTH EDGE OF THE FRONT LAWN OF A
 LX2127'SINGLE STORY FRAME HOUSE NUMBER 174, 4.72 METERS (15.5 FT) SOUTH OF
 LX2127'THE CENTERLINE OF THE HIGHWAY, 19.2 METERS (63.0 FT) WEST OF THE
 LX2127'CENTER OF ROSE STREET, 15.11 METERS (49.6 FT) NORTH-NORTHEAST OF THE
 LX2127'NORTHEAST CORNER OF THE HOUSE.
 LX2127'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2127
 LX2127                          STATION RECOVERY (1986)
 LX2127
 LX2127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2127'RECOVERED IN GOOD CONDITION.
 LX2127
 LX2127                          STATION RECOVERY (1990)
 LX2127
 LX2127'RECOVERY NOTE BY US POWER SQUADRON 1990 (EMS)
 LX2127'RECOVERED IN GOOD CONDITION.
 LX2127
 LX2127                          STATION RECOVERY (2006)
 LX2127
 LX2127'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX2127'GRADE AT LOCATION SPECIFIED NOW .5 METER ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3460 ***********************************************************************
 LX3460  DESIGNATION -  31
 LX3460  PID         -  LX3460
 LX3460  STATE/COUNTY-  CT/NEW LONDON
 LX3460  USGS QUAD   -  NIANTIC (1983)
 LX3460
 LX3460                         *CURRENT SURVEY CONTROL
 LX3460  ___________________________________________________________________
 LX3460* NAD 83(1986)-  41 22 07.     (N)    072 11 21.     (W)     SCALED    
 LX3460* NAVD 88     -        12.462  (meters)      40.89   (feet)  ADJUSTED  
 LX3460  ___________________________________________________________________
 LX3460  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX3460  DYNAMIC HT  -          12.458 (meters)      40.87  (feet)  COMP
 LX3460  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX3460
 LX3460  VERT ORDER  -  FIRST     CLASS II
 LX3460
 LX3460.The horizontal coordinates were scaled from a topographic map and have
 LX3460.an estimated accuracy of +/- 6 seconds.
 LX3460
 LX3460.The orthometric height was determined by differential leveling
 LX3460.and adjusted by the National Geodetic Survey in June 1991..
 LX3460
 LX3460.The geoid height was determined by GEOID03.
 LX3460
 LX3460.The dynamic height is computed by dividing the NAVD 88
 LX3460.geopotential number by the normal gravity value computed on the
 LX3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3460.degrees latitude (g = 980.6199 gals.).
 LX3460
 LX3460.The modeled gravity was interpolated from observed gravity values.
 LX3460
 LX3460;                    North         East    Units  Estimated Accuracy
 LX3460;SPC CT       -   212,000.      351,720.      MT  (+/- 180 meters Scaled)
 LX3460
 LX3460                          SUPERSEDED SURVEY CONTROL
 LX3460
 LX3460.No superseded survey control is available for this station.
 LX3460
 LX3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL350834(NAD 83)
 LX3460_MARKER: DD = SURVEY DISK
 LX3460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3460_SP_SET: CONCRETE POST
 LX3460_STAMPING: 31
 LX3460_PROJECTION: FLUSH
 LX3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3460+STABILITY: SURFACE MOTION
 LX3460
 LX3460  HISTORY     - Date     Condition        Report By
 LX3460  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3460  HISTORY     - 1986     GOOD             NGS
 LX3460  HISTORY     - 1989     GOOD             USPSQD
 LX3460  HISTORY     - 19900414 GOOD             USPSQD
 LX3460
 LX3460                          STATION DESCRIPTION
 LX3460
 LX3460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3460'1.9 KM (1.2 MI) EAST FROM FLANDERS.
 LX3460'1.9 KM (1.2 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3460'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT ACROSS HIGHWAY FROM A
 LX3460'BLUE HOUSE.  IT IS 5.5 METERS (18.2 FT) NORTH OF THE CENTERLINE OF
 LX3460'U.S. HIGHWAY 1, 13.0 METERS (42.8 FT) WEST OF POWER POLE NO. 6220 AND
 LX3460'1.3 METERS (4.5 FT) SOUTH OF A WHITE WOODEN FENCE.
 LX3460'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 1.
 LX3460
 LX3460                          STATION RECOVERY (1989)
 LX3460
 LX3460'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3460'RECOVERED IN GOOD CONDITION.
 LX3460
 LX3460                          STATION RECOVERY (1990)
 LX3460
 LX3460'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2544 ***********************************************************************
 LX2544  DESIGNATION -  3113
 LX2544  PID         -  LX2544
 LX2544  STATE/COUNTY-  CT/LITCHFIELD
 LX2544  USGS QUAD   -  NEW PRESTON (1984)
 LX2544
 LX2544                         *CURRENT SURVEY CONTROL
 LX2544  ___________________________________________________________________
 LX2544* NAD 83(1986)-  41 44 48.     (N)    073 20 57.     (W)     SCALED    
 LX2544* NAVD 88     -       361.517  (meters)    1186.08   (feet)  ADJUSTED  
 LX2544  ___________________________________________________________________
 LX2544  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2544  DYNAMIC HT  -         361.383 (meters)    1185.64  (feet)  COMP
 LX2544  MODELED GRAV-     980,241.8   (mgal)                       NAVD 88
 LX2544
 LX2544  VERT ORDER  -  FIRST     CLASS II
 LX2544
 LX2544.The horizontal coordinates were scaled from a topographic map and have
 LX2544.an estimated accuracy of +/- 6 seconds.
 LX2544
 LX2544.The orthometric height was determined by differential leveling
 LX2544.and adjusted by the National Geodetic Survey in June 1991..
 LX2544
 LX2544.The geoid height was determined by GEOID03.
 LX2544
 LX2544.The dynamic height is computed by dividing the NAVD 88
 LX2544.geopotential number by the normal gravity value computed on the
 LX2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2544.degrees latitude (g = 980.6199 gals.).
 LX2544
 LX2544.The modeled gravity was interpolated from observed gravity values.
 LX2544
 LX2544;                    North         East    Units  Estimated Accuracy
 LX2544;SPC CT       -   254,010.      254,960.      MT  (+/- 180 meters Scaled)
 LX2544
 LX2544                          SUPERSEDED SURVEY CONTROL
 LX2544
 LX2544.No superseded survey control is available for this station.
 LX2544
 LX2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM372229(NAD 83)
 LX2544_MARKER: DD = SURVEY DISK
 LX2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2544_SP_SET: CONCRETE POST
 LX2544_STAMPING: 3113
 LX2544_MARK LOGO: CTGS  
 LX2544_PROJECTION: RECESSED 3 CENTIMETERS
 LX2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2544+STABILITY: SURFACE MOTION
 LX2544
 LX2544  HISTORY     - Date     Condition        Report By
 LX2544  HISTORY     - UNK      MONUMENTED       CTGS
 LX2544  HISTORY     - 1985     GOOD             NGS
 LX2544
 LX2544                          STATION DESCRIPTION
 LX2544
 LX2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2544'IN WARREN.
 LX2544'IN WARREN, 0.1 KM (0.05 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST
 LX2544'OFFICE, AT A CEMETERY, 5.9 METERS (19.4 FT) EAST OF THE CENTERLINE OF
 LX2544'THE HIGHWAY, 25.6 METERS (84.0 FT) NORTH OF THE SOUTHWEST GATE POST OF
 LX2544'THE CEMETERY, 7.3 METERS (24.0 FT) SOUTH OF POWER POLE 159, 1.2 METERS
 LX2544'(4.0 FT) WEST OF A FENCE.
 LX2544'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2491 ***********************************************************************
 LX2491  DESIGNATION -  3132 X
 LX2491  PID         -  LX2491
 LX2491  STATE/COUNTY-  CT/NEW HAVEN
 LX2491  USGS QUAD   -  WATERBURY (1984)
 LX2491
 LX2491                         *CURRENT SURVEY CONTROL
 LX2491  ___________________________________________________________________
 LX2491* NAD 83(1986)-  41 33 15.     (N)    073 01 55.     (W)     SCALED    
 LX2491* NAVD 88     -        92.627  (meters)     303.89   (feet)  ADJUSTED  
 LX2491  ___________________________________________________________________
 LX2491  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX2491  DYNAMIC HT  -          92.598 (meters)     303.80  (feet)  COMP
 LX2491  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX2491
 LX2491  VERT ORDER  -  FIRST     CLASS II
 LX2491
 LX2491.The horizontal coordinates were scaled from a topographic map and have
 LX2491.an estimated accuracy of +/- 6 seconds.
 LX2491
 LX2491.The orthometric height was determined by differential leveling
 LX2491.and adjusted by the National Geodetic Survey in June 1991..
 LX2491
 LX2491.The geoid height was determined by GEOID03.
 LX2491
 LX2491.The dynamic height is computed by dividing the NAVD 88
 LX2491.geopotential number by the normal gravity value computed on the
 LX2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2491.degrees latitude (g = 980.6199 gals.).
 LX2491
 LX2491.The modeled gravity was interpolated from observed gravity values.
 LX2491
 LX2491;                    North         East    Units  Estimated Accuracy
 LX2491;SPC CT       -   232,490.      281,280.      MT  (+/- 180 meters Scaled)
 LX2491
 LX2491                          SUPERSEDED SURVEY CONTROL
 LX2491
 LX2491.No superseded survey control is available for this station.
 LX2491
 LX2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM641021(NAD 83)
 LX2491_MARKER: DD = SURVEY DISK
 LX2491_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2491_SP_SET: SIDEWALK
 LX2491_STAMPING: 3132 X
 LX2491_MARK LOGO: CTGS  
 LX2491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2491
 LX2491  HISTORY     - Date     Condition        Report By
 LX2491  HISTORY     - 1974     MONUMENTED       CTGS
 LX2491  HISTORY     - 1985     GOOD             NGS
 LX2491
 LX2491                          STATION DESCRIPTION
 LX2491
 LX2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2491'IN WATERBURY.
 LX2491'IN WATERBURY, IN THE NORTHEAST ANGLE OF THE JUNCTION OF EAST MAIN AND
 LX2491'ORANGE STREETS, 10.06 METERS (33.0 FT) NORTH OF THE CENTERLINE OF EAST
 LX2491'MAIN STREET, 6.10 METERS (20.0 FT) EAST OF THE CENTERLINE OF ORANGE
 LX2491'STREET, 2.10 METERS (6.9 FT) NORTH OF THE NORTHWEST CORNER OF A METAL
 LX2491'CATCH BASIN.
 LX2491'THE MARK IS 0.1 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2490 ***********************************************************************
 LX2490  DESIGNATION -  3133 X
 LX2490  PID         -  LX2490
 LX2490  STATE/COUNTY-  CT/NEW HAVEN
 LX2490  USGS QUAD   -  WATERBURY (1984)
 LX2490
 LX2490                         *CURRENT SURVEY CONTROL
 LX2490  ___________________________________________________________________
 LX2490* NAD 83(1986)-  41 33 16.     (N)    073 02 06.     (W)     SCALED    
 LX2490* NAVD 88     -        95.190  (meters)     312.30   (feet)  ADJUSTED  
 LX2490  ___________________________________________________________________
 LX2490  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2490  DYNAMIC HT  -          95.160 (meters)     312.20  (feet)  COMP
 LX2490  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX2490
 LX2490  VERT ORDER  -  FIRST     CLASS II
 LX2490
 LX2490.The horizontal coordinates were scaled from a topographic map and have
 LX2490.an estimated accuracy of +/- 6 seconds.
 LX2490
 LX2490.The orthometric height was determined by differential leveling
 LX2490.and adjusted by the National Geodetic Survey in June 1991..
 LX2490
 LX2490.The geoid height was determined by GEOID03.
 LX2490
 LX2490.The dynamic height is computed by dividing the NAVD 88
 LX2490.geopotential number by the normal gravity value computed on the
 LX2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2490.degrees latitude (g = 980.6199 gals.).
 LX2490
 LX2490.The modeled gravity was interpolated from observed gravity values.
 LX2490
 LX2490;                    North         East    Units  Estimated Accuracy
 LX2490;SPC CT       -   232,530.      281,030.      MT  (+/- 180 meters Scaled)
 LX2490
 LX2490                          SUPERSEDED SURVEY CONTROL
 LX2490
 LX2490.No superseded survey control is available for this station.
 LX2490
 LX2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM638021(NAD 83)
 LX2490_MARKER: DD = SURVEY DISK
 LX2490_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2490_SP_SET: SIDEWALK
 LX2490_STAMPING: 3133 X
 LX2490_MARK LOGO: CTGS  
 LX2490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2490
 LX2490  HISTORY     - Date     Condition        Report By
 LX2490  HISTORY     - 1974     MONUMENTED       CTGS
 LX2490  HISTORY     - 1985     GOOD             NGS
 LX2490  HISTORY     - 19910428 GOOD             USPSQD
 LX2490
 LX2490                          STATION DESCRIPTION
 LX2490
 LX2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2490'IN WATERBURY.
 LX2490'IN WATERBURY, ALONG EAST MAIN STREET, IN THE SIDEWALK IN FRONT OF
 LX2490'BUILDING 317, 1.22 METERS (4.0 FT) NORTH OF THE NORTH CURB OF THE
 LX2490'STREET, 2.90 METERS (9.5 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 LX2490'OF THE BUILDING, 1.49 METERS (4.9 FT) NORTHWEST OF A METAL LAMP POLE.
 LX2490'THE MARK IS 0.1 M ABOVE STREET.
 LX2490
 LX2490                          STATION RECOVERY (1991)
 LX2490
 LX2490'RECOVERY NOTE BY US POWER SQUADRON 1991 (CZ)
 LX2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2413 ***********************************************************************
 LX2413  DESIGNATION -  3134
 LX2413  PID         -  LX2413
 LX2413  STATE/COUNTY-  CT/NEW HAVEN
 LX2413  USGS QUAD   -  WATERBURY (1984)
 LX2413
 LX2413                         *CURRENT SURVEY CONTROL
 LX2413  ___________________________________________________________________
 LX2413* NAD 83(1986)-  41 33 16.     (N)    073 02 10.     (W)     SCALED    
 LX2413* NAVD 88     -        92.569  (meters)     303.70   (feet)  ADJUSTED  
 LX2413  ___________________________________________________________________
 LX2413  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2413  DYNAMIC HT  -          92.540 (meters)     303.61  (feet)  COMP
 LX2413  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX2413
 LX2413  VERT ORDER  -  FIRST     CLASS II
 LX2413
 LX2413.The horizontal coordinates were scaled from a topographic map and have
 LX2413.an estimated accuracy of +/- 6 seconds.
 LX2413
 LX2413.The orthometric height was determined by differential leveling
 LX2413.and adjusted by the National Geodetic Survey in June 1991..
 LX2413
 LX2413.The geoid height was determined by GEOID03.
 LX2413
 LX2413.The dynamic height is computed by dividing the NAVD 88
 LX2413.geopotential number by the normal gravity value computed on the
 LX2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2413.degrees latitude (g = 980.6199 gals.).
 LX2413
 LX2413.The modeled gravity was interpolated from observed gravity values.
 LX2413
 LX2413;                    North         East    Units  Estimated Accuracy
 LX2413;SPC CT       -   232,530.      280,930.      MT  (+/- 180 meters Scaled)
 LX2413
 LX2413                          SUPERSEDED SURVEY CONTROL
 LX2413
 LX2413.No superseded survey control is available for this station.
 LX2413
 LX2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM637021(NAD 83)
 LX2413_MARKER: DD = SURVEY DISK
 LX2413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2413_SP_SET: CURB
 LX2413_STAMPING: 3134
 LX2413_MARK LOGO: CTGS  
 LX2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2413
 LX2413  HISTORY     - Date     Condition        Report By
 LX2413  HISTORY     - UNK      MONUMENTED       CTGS
 LX2413  HISTORY     - 1985     GOOD             NGS
 LX2413
 LX2413                          STATION DESCRIPTION
 LX2413
 LX2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2413'IN WATERBURY.
 LX2413'IN WATERBURY, ALONG EAST MAIN STREET, IN THE CURB IN FRONT OF THE
 LX2413'WATERBURY POLICE DEPARTMENT, 6.86 METERS (22.5 FT) NORTH OF THE
 LX2413'CENTERLINE OF EAST MAIN STREET, 37.49 METERS (123.0 FT) EAST OF THE
 LX2413'CENTERLINE OF NORTH ELM STREET, 17.71 METERS (58.1 FT) SOUTHWEST OF
 LX2413'THE CENTER OF THE MAIN DOORS TO THE POLICE STATION.
 LX2413'THE MARK IS 0.1 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2489 ***********************************************************************
 LX2489  DESIGNATION -  3135
 LX2489  PID         -  LX2489
 LX2489  STATE/COUNTY-  CT/NEW HAVEN
 LX2489  USGS QUAD   -  WATERBURY (1984)
 LX2489
 LX2489                         *CURRENT SURVEY CONTROL
 LX2489  ___________________________________________________________________
 LX2489* NAD 83(1986)-  41 33 22.     (N)    073 02 27.     (W)     SCALED    
 LX2489* NAVD 88     -        85.634  (meters)     280.95   (feet)  ADJUSTED  
 LX2489  ___________________________________________________________________
 LX2489  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2489  DYNAMIC HT  -          85.607 (meters)     280.86  (feet)  COMP
 LX2489  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 LX2489
 LX2489  VERT ORDER  -  FIRST     CLASS II
 LX2489
 LX2489.The horizontal coordinates were scaled from a topographic map and have
 LX2489.an estimated accuracy of +/- 6 seconds.
 LX2489
 LX2489.The orthometric height was determined by differential leveling
 LX2489.and adjusted by the National Geodetic Survey in June 1991..
 LX2489
 LX2489.The geoid height was determined by GEOID03.
 LX2489
 LX2489.The dynamic height is computed by dividing the NAVD 88
 LX2489.geopotential number by the normal gravity value computed on the
 LX2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2489.degrees latitude (g = 980.6199 gals.).
 LX2489
 LX2489.The modeled gravity was interpolated from observed gravity values.
 LX2489
 LX2489;                    North         East    Units  Estimated Accuracy
 LX2489;SPC CT       -   232,710.      280,540.      MT  (+/- 180 meters Scaled)
 LX2489
 LX2489                          SUPERSEDED SURVEY CONTROL
 LX2489
 LX2489.No superseded survey control is available for this station.
 LX2489
 LX2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM633023(NAD 83)
 LX2489_MARKER: DB = BENCH MARK DISK
 LX2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2489_SP_SET: CONCRETE POST
 LX2489_STAMPING: 3135
 LX2489_MARK LOGO: CTGS  
 LX2489_PROJECTION: RECESSED 8 CENTIMETERS
 LX2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2489+STABILITY: SURFACE MOTION
 LX2489
 LX2489  HISTORY     - Date     Condition        Report By
 LX2489  HISTORY     - UNK      MONUMENTED       CTGS
 LX2489  HISTORY     - 1985     GOOD             NGS
 LX2489  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 LX2489
 LX2489                          STATION DESCRIPTION
 LX2489
 LX2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2489'IN WATERBURY.
 LX2489'IN WATERBURY, IN THE LAWN AT THE EAST END OF CENTRAL GREEN PARK, WEST
 LX2489'OF THE INTERSECTION OF NORTH, SOUTH, EAST AND WEST MAIN STREETS, 29.81
 LX2489'METERS (93.2 FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT AT THE NORTHEAST
 LX2489'CORNER OF THE PARK, 24.78 METERS (81.3 FT) NORTH-NORTHWEST OF A FIRE
 LX2489'HYDRANT AT THE SOUTHEAST CORNER OF THE PARK, 15.48 METERS (50.8 FT)
 LX2489'WEST OF THE SOUTHWEST CORNER OF THE BOTTOM STEP OF THE CARRIE WELTON
 LX2489'MEMORIAL FOUNTAIN.
 LX2489'THE MARK IS ABOVE LEVEL WITH STREETS.
 LX2489
 LX2489                          STATION RECOVERY (1991)
 LX2489
 LX2489'RECOVERY NOTE BY US POWER SQUADRON 1991 (JF)
 LX2489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2488 ***********************************************************************
 LX2488  DESIGNATION -  3136
 LX2488  PID         -  LX2488
 LX2488  STATE/COUNTY-  CT/NEW HAVEN
 LX2488  USGS QUAD   -  WATERBURY (1984)
 LX2488
 LX2488                         *CURRENT SURVEY CONTROL
 LX2488  ___________________________________________________________________
 LX2488* NAD 83(1986)-  41 33 24.     (N)    073 02 34.     (W)     SCALED    
 LX2488* NAVD 88     -        84.465  (meters)     277.12   (feet)  ADJUSTED  
 LX2488  ___________________________________________________________________
 LX2488  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2488  DYNAMIC HT  -          84.438 (meters)     277.03  (feet)  COMP
 LX2488  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX2488
 LX2488  VERT ORDER  -  FIRST     CLASS II
 LX2488
 LX2488.The horizontal coordinates were scaled from a topographic map and have
 LX2488.an estimated accuracy of +/- 6 seconds.
 LX2488
 LX2488.The orthometric height was determined by differential leveling
 LX2488.and adjusted by the National Geodetic Survey in June 1991..
 LX2488
 LX2488.The geoid height was determined by GEOID03.
 LX2488
 LX2488.The dynamic height is computed by dividing the NAVD 88
 LX2488.geopotential number by the normal gravity value computed on the
 LX2488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2488.degrees latitude (g = 980.6199 gals.).
 LX2488
 LX2488.The modeled gravity was interpolated from observed gravity values.
 LX2488
 LX2488;                    North         East    Units  Estimated Accuracy
 LX2488;SPC CT       -   232,770.      280,380.      MT  (+/- 180 meters Scaled)
 LX2488
 LX2488                          SUPERSEDED SURVEY CONTROL
 LX2488
 LX2488.No superseded survey control is available for this station.
 LX2488
 LX2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM632024(NAD 83)
 LX2488_MARKER: DD = SURVEY DISK
 LX2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2488_SP_SET: CONCRETE POST
 LX2488_STAMPING: 3136
 LX2488_MARK LOGO: CTGS  
 LX2488_PROJECTION: FLUSH
 LX2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2488+STABILITY: SURFACE MOTION
 LX2488
 LX2488  HISTORY     - Date     Condition        Report By
 LX2488  HISTORY     - UNK      MONUMENTED       CTGS
 LX2488  HISTORY     - 1985     GOOD             NGS
 LX2488  HISTORY     - 19910428 GOOD             USPSQD
 LX2488
 LX2488                          STATION DESCRIPTION
 LX2488
 LX2488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2488'IN WATERBURY.
 LX2488'IN WATERBURY, AT THE NORTHWEST CORNER OF CENTRAL GREEN CITY PARK, NOW
 LX2488'SURROUNDED BY SIDEWALK, 3.11 METERS (10.2 FT) SOUTH OF THE SOUTH CURB
 LX2488'OF WEST MAIN STREET, 8.87 METERS (28.8 FT) EAST OF A FIRE HYDRANT,
 LX2488'2.99 METERS (9.8 FT) SOUTH OF THE SOUTHWEST CORNER OF A METAL CATCH
 LX2488'BASIN.
 LX2488'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 LX2488
 LX2488                          STATION RECOVERY (1991)
 LX2488
 LX2488'RECOVERY NOTE BY US POWER SQUADRON 1991 (JF)
 LX2488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2487 ***********************************************************************
 LX2487  DESIGNATION -  3137
 LX2487  PID         -  LX2487
 LX2487  STATE/COUNTY-  CT/NEW HAVEN
 LX2487  USGS QUAD   -  WATERBURY (1984)
 LX2487
 LX2487                         *CURRENT SURVEY CONTROL
 LX2487  ___________________________________________________________________
 LX2487* NAD 83(1986)-  41 33 27.     (N)    073 02 43.     (W)     SCALED    
 LX2487* NAVD 88     -        85.762  (meters)     281.37   (feet)  ADJUSTED  
 LX2487  ___________________________________________________________________
 LX2487  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2487  DYNAMIC HT  -          85.735 (meters)     281.28  (feet)  COMP
 LX2487  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 LX2487
 LX2487  VERT ORDER  -  FIRST     CLASS II
 LX2487
 LX2487.The horizontal coordinates were scaled from a topographic map and have
 LX2487.an estimated accuracy of +/- 6 seconds.
 LX2487
 LX2487.The orthometric height was determined by differential leveling
 LX2487.and adjusted by the National Geodetic Survey in June 1991..
 LX2487
 LX2487.The geoid height was determined by GEOID03.
 LX2487
 LX2487.The dynamic height is computed by dividing the NAVD 88
 LX2487.geopotential number by the normal gravity value computed on the
 LX2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2487.degrees latitude (g = 980.6199 gals.).
 LX2487
 LX2487.The modeled gravity was interpolated from observed gravity values.
 LX2487
 LX2487;                    North         East    Units  Estimated Accuracy
 LX2487;SPC CT       -   232,870.      280,170.      MT  (+/- 180 meters Scaled)
 LX2487
 LX2487                          SUPERSEDED SURVEY CONTROL
 LX2487
 LX2487.No superseded survey control is available for this station.
 LX2487
 LX2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM630024(NAD 83)
 LX2487_MARKER: DB = BENCH MARK DISK
 LX2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2487_SP_SET: CONCRETE POST
 LX2487_STAMPING: 3137
 LX2487_MARK LOGO: CTGS  
 LX2487_PROJECTION: RECESSED 4 CENTIMETERS
 LX2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2487+STABILITY: SURFACE MOTION
 LX2487
 LX2487  HISTORY     - Date     Condition        Report By
 LX2487  HISTORY     - UNK      MONUMENTED       CTGS
 LX2487  HISTORY     - 1985     GOOD             NGS
 LX2487  HISTORY     - 19910428 MARK NOT FOUND   USPSQD
 LX2487
 LX2487                          STATION DESCRIPTION
 LX2487
 LX2487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2487'IN WATERBURY.
 LX2487'IN WATERBURY, ALONG WEST MAIN STREET, BETWEEN THE SIDEWALK AND THE
 LX2487'NORTH CURB OF THE STREET, IN FRONT OF THE MULVILLE FUNERAL HOME, 3.08
 LX2487'METERS (10.1 FT) NORTH OF THE NORTH CURB OF WEST MAIN STREET, 5.70
 LX2487'METERS (18.7 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE EAST
 LX2487'CONCRETE GATE POST OF THE FUNERAL HOME, 0.91 METER (3.0 FT) SOUTH OF
 LX2487'THE SOUTH EDGE OF THE SIDEWALK.
 LX2487'THE MARK IS 0.3 M ABOVE STREET.
 LX2487
 LX2487                          STATION RECOVERY (1991)
 LX2487
 LX2487'RECOVERY NOTE BY US POWER SQUADRON 1991 (JF)
 LX2487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2486 ***********************************************************************
 LX2486  DESIGNATION -  3138
 LX2486  PID         -  LX2486
 LX2486  STATE/COUNTY-  CT/NEW HAVEN
 LX2486  USGS QUAD   -  WATERBURY (1984)
 LX2486
 LX2486                         *CURRENT SURVEY CONTROL
 LX2486  ___________________________________________________________________
 LX2486* NAD 83(1986)-  41 33 28.     (N)    073 02 50.     (W)     SCALED    
 LX2486* NAVD 88     -        87.540  (meters)     287.20   (feet)  ADJUSTED  
 LX2486  ___________________________________________________________________
 LX2486  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2486  DYNAMIC HT  -          87.513 (meters)     287.12  (feet)  COMP
 LX2486  MODELED GRAV-     980,310.9   (mgal)                       NAVD 88
 LX2486
 LX2486  VERT ORDER  -  FIRST     CLASS II
 LX2486
 LX2486.The horizontal coordinates were scaled from a topographic map and have
 LX2486.an estimated accuracy of +/- 6 seconds.
 LX2486
 LX2486.The orthometric height was determined by differential leveling
 LX2486.and adjusted by the National Geodetic Survey in June 1991..
 LX2486
 LX2486.The geoid height was determined by GEOID03.
 LX2486
 LX2486.The dynamic height is computed by dividing the NAVD 88
 LX2486.geopotential number by the normal gravity value computed on the
 LX2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2486.degrees latitude (g = 980.6199 gals.).
 LX2486
 LX2486.The modeled gravity was interpolated from observed gravity values.
 LX2486
 LX2486;                    North         East    Units  Estimated Accuracy
 LX2486;SPC CT       -   232,900.      280,010.      MT  (+/- 180 meters Scaled)
 LX2486
 LX2486                          SUPERSEDED SURVEY CONTROL
 LX2486
 LX2486.No superseded survey control is available for this station.
 LX2486
 LX2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM628025(NAD 83)
 LX2486_MARKER: DD = SURVEY DISK
 LX2486_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2486_SP_SET: SIDEWALK
 LX2486_STAMPING: 3138
 LX2486_MARK LOGO: CTGS  
 LX2486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2486
 LX2486  HISTORY     - Date     Condition        Report By
 LX2486  HISTORY     - UNK      MONUMENTED       CTGS
 LX2486  HISTORY     - 1985     GOOD             NGS
 LX2486  HISTORY     - 19910428 GOOD             USPSQD
 LX2486
 LX2486                          STATION DESCRIPTION
 LX2486
 LX2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2486'IN WATERBURY.
 LX2486'IN WATERBURY, ALONG WEST MAIN STREET, BETWEEN WILLOW AND FRENCH
 LX2486'STREETS, 1.25 METERS (4.1 FT) NORTH OF THE NORTH CURB OF WEST MAIN
 LX2486'STREET, 3.72 METERS (12.2 FT) EAST OF A YELLOW PEDESTRIAN CROSSING
 LX2486'SIGN, 1.71 METERS (5.6 FT) SOUTH OF THE SOUTHEAST CORNER OF WILLIAMS
 LX2486'MOTORCYCLE SHOP.
 LX2486'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 LX2486
 LX2486                          STATION RECOVERY (1991)
 LX2486
 LX2486'RECOVERY NOTE BY US POWER SQUADRON 1991 (JF)
 LX2486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2738 ***********************************************************************
 LX2738  DESIGNATION -  314 X
 LX2738  PID         -  LX2738
 LX2738  STATE/COUNTY-  CT/HARTFORD
 LX2738  USGS QUAD   -  SOUTHINGTON (1992)
 LX2738
 LX2738                         *CURRENT SURVEY CONTROL
 LX2738  ___________________________________________________________________
 LX2738* NAD 83(1986)-  41 34 12.     (N)    072 53 46.     (W)     SCALED    
 LX2738* NAVD 88     -        42.031  (meters)     137.90   (feet)  ADJUSTED  
 LX2738  ___________________________________________________________________
 LX2738  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2738  DYNAMIC HT  -          42.019 (meters)     137.86  (feet)  COMP
 LX2738  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 LX2738
 LX2738  VERT ORDER  -  FIRST     CLASS II
 LX2738
 LX2738.The horizontal coordinates were scaled from a topographic map and have
 LX2738.an estimated accuracy of +/- 6 seconds.
 LX2738
 LX2738.The orthometric height was determined by differential leveling
 LX2738.and adjusted by the National Geodetic Survey in June 1991..
 LX2738
 LX2738.The geoid height was determined by GEOID03.
 LX2738
 LX2738.The dynamic height is computed by dividing the NAVD 88
 LX2738.geopotential number by the normal gravity value computed on the
 LX2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2738.degrees latitude (g = 980.6199 gals.).
 LX2738
 LX2738.The modeled gravity was interpolated from observed gravity values.
 LX2738
 LX2738;                    North         East    Units  Estimated Accuracy
 LX2738;SPC CT       -   234,220.      292,610.      MT  (+/- 180 meters Scaled)
 LX2738
 LX2738                          SUPERSEDED SURVEY CONTROL
 LX2738
 LX2738.No superseded survey control is available for this station.
 LX2738
 LX2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM754041(NAD 83)
 LX2738_MARKER: DD = SURVEY DISK
 LX2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2738_SP_SET: CONCRETE POST
 LX2738_STAMPING: 314 X
 LX2738_MARK LOGO: CTGS  
 LX2738_PROJECTION: FLUSH
 LX2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2738+STABILITY: SURFACE MOTION
 LX2738
 LX2738  HISTORY     - Date     Condition        Report By
 LX2738  HISTORY     - 1935     MONUMENTED       CTGS
 LX2738  HISTORY     - 1985     GOOD             NGS
 LX2738
 LX2738                          STATION DESCRIPTION
 LX2738
 LX2738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2738'0.8 KM (0.5 MI) NW FROM MILLDALE.
 LX2738'0.8 KM (0.5 MI) NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2738'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE LEFT, ON THE LAWN OF
 LX2738'THE MILLDALE ELEMENTARY SCHOOL, 14.32 METERS (47.0 FT) WEST OF THE
 LX2738'CENTERLINE OF THE HIGHWAY, 21.37 METERS (70.1 FT) SOUTH OF THE
 LX2738'NORTHEAST CORNER OF THE SCHOOL, 8.84 METERS (29.0 FT) NORTHWEST OF
 LX2738'UTILITY POLE 1765 WITH STREET LAMP AND FOUR GUY WIRES, 4.33 METERS
 LX2738'(14.2 FT) NORTHWEST OF AN ANCHOR FOR TWO GUY WIRES.
 LX2738'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2412 ***********************************************************************
 LX2412  DESIGNATION -  3140
 LX2412  PID         -  LX2412
 LX2412  STATE/COUNTY-  CT/NEW HAVEN
 LX2412  USGS QUAD   -  WATERBURY (1984)
 LX2412
 LX2412                         *CURRENT SURVEY CONTROL
 LX2412  ___________________________________________________________________
 LX2412* NAD 83(1986)-  41 33 30.     (N)    073 03 03.     (W)     SCALED    
 LX2412* NAVD 88     -        83.777  (meters)     274.86   (feet)  ADJUSTED  
 LX2412  ___________________________________________________________________
 LX2412  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2412  DYNAMIC HT  -          83.751 (meters)     274.77  (feet)  COMP
 LX2412  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 LX2412
 LX2412  VERT ORDER  -  FIRST     CLASS II
 LX2412
 LX2412.The horizontal coordinates were scaled from a topographic map and have
 LX2412.an estimated accuracy of +/- 6 seconds.
 LX2412
 LX2412.The orthometric height was determined by differential leveling
 LX2412.and adjusted by the National Geodetic Survey in June 1991..
 LX2412
 LX2412.The geoid height was determined by GEOID03.
 LX2412
 LX2412.The dynamic height is computed by dividing the NAVD 88
 LX2412.geopotential number by the normal gravity value computed on the
 LX2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2412.degrees latitude (g = 980.6199 gals.).
 LX2412
 LX2412.The modeled gravity was interpolated from observed gravity values.
 LX2412
 LX2412;                    North         East    Units  Estimated Accuracy
 LX2412;SPC CT       -   232,960.      279,710.      MT  (+/- 180 meters Scaled)
 LX2412
 LX2412                          SUPERSEDED SURVEY CONTROL
 LX2412
 LX2412.No superseded survey control is available for this station.
 LX2412
 LX2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM625025(NAD 83)
 LX2412_MARKER: DD = SURVEY DISK
 LX2412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2412_SP_SET: CURB
 LX2412_STAMPING: 3140
 LX2412_MARK LOGO: CTGS  
 LX2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2412
 LX2412  HISTORY     - Date     Condition        Report By
 LX2412  HISTORY     - UNK      MONUMENTED       CTGS
 LX2412  HISTORY     - 1985     GOOD             NGS
 LX2412
 LX2412                          STATION DESCRIPTION
 LX2412
 LX2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2412'IN WATERBURY.
 LX2412'IN WATERBURY, BETWEEN SPERRY AND COMMERCIAL STREETS, IN THE NORTH CURB
 LX2412'OF WEST MAIN STREET, 7.01 METERS (23.0 FT) NORTH OF THE CENTERLINE OF
 LX2412'WEST MAIN STREET, 25.76 METERS (84.5 FT) WEST OF THE NORTHWEST METAL
 LX2412'SUPPORT BEAM FOR A RAILROAD OVERPASS, 7.92 METERS (26.0 FT) SOUTH OF A
 LX2412'LARGE METAL SUPPORT POLE FOR A BILL BOARD SIGN.
 LX2412'THE MARK IS 0.1 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2492 ***********************************************************************
 LX2492  DESIGNATION -  3144
 LX2492  PID         -  LX2492
 LX2492  STATE/COUNTY-  CT/NEW HAVEN
 LX2492  USGS QUAD   -  WATERBURY (1984)
 LX2492
 LX2492                         *CURRENT SURVEY CONTROL
 LX2492  ___________________________________________________________________
 LX2492* NAD 83(1986)-  41 33 11.     (N)    073 02 24.     (W)     SCALED    
 LX2492* NAVD 88     -        82.562  (meters)     270.87   (feet)  ADJUSTED  
 LX2492  ___________________________________________________________________
 LX2492  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2492  DYNAMIC HT  -          82.536 (meters)     270.79  (feet)  COMP
 LX2492  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 LX2492
 LX2492  VERT ORDER  -  FIRST     CLASS II
 LX2492
 LX2492.The horizontal coordinates were scaled from a topographic map and have
 LX2492.an estimated accuracy of +/- 6 seconds.
 LX2492
 LX2492.The orthometric height was determined by differential leveling
 LX2492.and adjusted by the National Geodetic Survey in June 1991..
 LX2492
 LX2492.The geoid height was determined by GEOID03.
 LX2492
 LX2492.The dynamic height is computed by dividing the NAVD 88
 LX2492.geopotential number by the normal gravity value computed on the
 LX2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2492.degrees latitude (g = 980.6199 gals.).
 LX2492
 LX2492.The modeled gravity was interpolated from observed gravity values.
 LX2492
 LX2492;                    North         East    Units  Estimated Accuracy
 LX2492;SPC CT       -   232,370.      280,610.      MT  (+/- 180 meters Scaled)
 LX2492
 LX2492                          SUPERSEDED SURVEY CONTROL
 LX2492
 LX2492.No superseded survey control is available for this station.
 LX2492
 LX2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM634020(NAD 83)
 LX2492_MARKER: DD = SURVEY DISK
 LX2492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2492_SP_SET: SIDEWALK
 LX2492_STAMPING: 3144
 LX2492_MARK LOGO: CTGS  
 LX2492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2492
 LX2492  HISTORY     - Date     Condition        Report By
 LX2492  HISTORY     - UNK      MONUMENTED       CTGS
 LX2492  HISTORY     - 1985     GOOD             NGS
 LX2492  HISTORY     - 19910428 GOOD             USPSQD
 LX2492
 LX2492                          STATION DESCRIPTION
 LX2492
 LX2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2492'IN WATERBURY.
 LX2492'IN WATERBURY, IN THE NORTHWEST ANGLE OF THE JUNCTION OF SOUTH MAIN AND
 LX2492'GRAND STREETS, 1.25 METERS (4.1 FT) WEST OF THE WEST CURB OF SOUTH
 LX2492'MAIN STREET, 6.40 METERS (21.0 FT) NORTHEAST OF THE NORTHEAST CURB OF
 LX2492'GRAND STREET, 0.76 METER (2.5 FT) SOUTHWEST OF METAL LIGHT POLE 27.
 LX2492'THE MARK IS 0.1 M ABOVE STREETS.
 LX2492
 LX2492                          STATION RECOVERY (1991)
 LX2492
 LX2492'RECOVERY NOTE BY US POWER SQUADRON 1991 (CZ)
 LX2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2739 ***********************************************************************
 LX2739  DESIGNATION -  315
 LX2739  PID         -  LX2739
 LX2739  STATE/COUNTY-  CT/HARTFORD
 LX2739  USGS QUAD   -  SOUTHINGTON (1992)
 LX2739
 LX2739                         *CURRENT SURVEY CONTROL
 LX2739  ___________________________________________________________________
 LX2739* NAD 83(1986)-  41 34 28.     (N)    072 53 44.     (W)     SCALED    
 LX2739* NAVD 88     -        42.295  (meters)     138.76   (feet)  ADJUSTED  
 LX2739  ___________________________________________________________________
 LX2739  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2739  DYNAMIC HT  -          42.283 (meters)     138.72  (feet)  COMP
 LX2739  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 LX2739
 LX2739  VERT ORDER  -  FIRST     CLASS II
 LX2739
 LX2739.The horizontal coordinates were scaled from a topographic map and have
 LX2739.an estimated accuracy of +/- 6 seconds.
 LX2739
 LX2739.The orthometric height was determined by differential leveling
 LX2739.and adjusted by the National Geodetic Survey in June 1991..
 LX2739
 LX2739.The geoid height was determined by GEOID03.
 LX2739
 LX2739.The dynamic height is computed by dividing the NAVD 88
 LX2739.geopotential number by the normal gravity value computed on the
 LX2739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2739.degrees latitude (g = 980.6199 gals.).
 LX2739
 LX2739.The modeled gravity was interpolated from observed gravity values.
 LX2739
 LX2739;                    North         East    Units  Estimated Accuracy
 LX2739;SPC CT       -   234,720.      292,660.      MT  (+/- 180 meters Scaled)
 LX2739
 LX2739                          SUPERSEDED SURVEY CONTROL
 LX2739
 LX2739.No superseded survey control is available for this station.
 LX2739
 LX2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM754046(NAD 83)
 LX2739_MARKER: DD = SURVEY DISK
 LX2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2739_SP_SET: CONCRETE POST
 LX2739_STAMPING: 315
 LX2739_MARK LOGO: CTGS  
 LX2739_PROJECTION: RECESSED 30 CENTIMETERS
 LX2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2739+STABILITY: SURFACE MOTION
 LX2739
 LX2739  HISTORY     - Date     Condition        Report By
 LX2739  HISTORY     - 1963     MONUMENTED       CTGS
 LX2739  HISTORY     - 1985     GOOD             NGS
 LX2739
 LX2739                          STATION DESCRIPTION
 LX2739
 LX2739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2739'1.3 KM (0.8 MI) NW FROM MILLDALE.
 LX2739'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2739'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE LEFT, IN FRONT OF A
 LX2739'HIGH TENSION TOWER, 8.38 METERS (27.5 FT) NORTHWEST OF THE CENTERLINE
 LX2739'OF THE HIGHWAY, 5.64 METERS (18.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 LX2739'CORNER OF A CONCRETE PIER FOR THE TOWER FOUNDATION, 3.57 METERS (11.7
 LX2739'FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PIER FOR THE
 LX2739'TOWER FOUNDATION.
 LX2739'THE MARK IS 0.15 METERS  SE FROM  A WITNESS POST
 LX2739'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2743 ***********************************************************************
 LX2743  DESIGNATION -  316
 LX2743  PID         -  LX2743
 LX2743  STATE/COUNTY-  CT/HARTFORD
 LX2743  USGS QUAD   -  SOUTHINGTON (1992)
 LX2743
 LX2743                         *CURRENT SURVEY CONTROL
 LX2743  ___________________________________________________________________
 LX2743* NAD 83(1986)-  41 35 48.     (N)    072 52 37.     (W)     SCALED    
 LX2743* NAVD 88     -        50.167  (meters)     164.59   (feet)  ADJUSTED  
 LX2743  ___________________________________________________________________
 LX2743  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2743  DYNAMIC HT  -          50.152 (meters)     164.54  (feet)  COMP
 LX2743  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 LX2743
 LX2743  VERT ORDER  -  FIRST     CLASS II
 LX2743
 LX2743.The horizontal coordinates were scaled from a topographic map and have
 LX2743.an estimated accuracy of +/- 6 seconds.
 LX2743
 LX2743.The orthometric height was determined by differential leveling
 LX2743.and adjusted by the National Geodetic Survey in June 1991..
 LX2743
 LX2743.The geoid height was determined by GEOID03.
 LX2743
 LX2743.The dynamic height is computed by dividing the NAVD 88
 LX2743.geopotential number by the normal gravity value computed on the
 LX2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2743.degrees latitude (g = 980.6199 gals.).
 LX2743
 LX2743.The modeled gravity was interpolated from observed gravity values.
 LX2743
 LX2743;                    North         East    Units  Estimated Accuracy
 LX2743;SPC CT       -   237,180.      294,220.      MT  (+/- 180 meters Scaled)
 LX2743
 LX2743                          SUPERSEDED SURVEY CONTROL
 LX2743
 LX2743.No superseded survey control is available for this station.
 LX2743
 LX2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM769071(NAD 83)
 LX2743_MARKER: DD = SURVEY DISK
 LX2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2743_SP_SET: CONCRETE POST
 LX2743_STAMPING: 316
 LX2743_MARK LOGO: CTGS  
 LX2743_PROJECTION: RECESSED 13 CENTIMETERS
 LX2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2743+STABILITY: SURFACE MOTION
 LX2743
 LX2743  HISTORY     - Date     Condition        Report By
 LX2743  HISTORY     - UNK      MONUMENTED       CTGS
 LX2743  HISTORY     - 1985     GOOD             NGS
 LX2743
 LX2743                          STATION DESCRIPTION
 LX2743
 LX2743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2743'IN SOUTHINGTON.
 LX2743'IN SOUTHINGTON, AT THE JUNCTION OF STATE HIGHWAYS 10 AND 120, IN FRONT
 LX2743'OF THE SOUTHINGTON HISTORICAL SOCIETY, 9.14 METERS (30.0 FT) EAST OF
 LX2743'THE CENTERLINE OF HIGHWAY 10, 21.34 METERS (70.0 FT) NORTHEAST OF THE
 LX2743'CENTERLINE OF HIGHWAY 120, 5.94 METERS (19.5 FT) NORTHEAST OF A FIRE
 LX2743'HYDRANT, 2.93 METERS (9.6 FT) SOUTH OF THE CENTER OF A CONCRETE
 LX2743'WALKWAY TO THE HISTORICAL SOCIETY, 0.30 METER (1.0 FT) EAST OF A
 LX2743'SIDEWALK CURB.
 LX2743'THE MARK IS 0.18 M ABOVE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2744 ***********************************************************************
 LX2744  DESIGNATION -  317
 LX2744  PID         -  LX2744
 LX2744  STATE/COUNTY-  CT/HARTFORD
 LX2744  USGS QUAD   -  SOUTHINGTON (1992)
 LX2744
 LX2744                         *CURRENT SURVEY CONTROL
 LX2744  ___________________________________________________________________
 LX2744* NAD 83(1986)-  41 36 01.     (N)    072 52 41.     (W)     SCALED    
 LX2744* NAVD 88     -        50.708  (meters)     166.36   (feet)  ADJUSTED  
 LX2744  ___________________________________________________________________
 LX2744  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2744  DYNAMIC HT  -          50.692 (meters)     166.31  (feet)  COMP
 LX2744  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 LX2744
 LX2744  VERT ORDER  -  FIRST     CLASS II
 LX2744
 LX2744.The horizontal coordinates were scaled from a topographic map and have
 LX2744.an estimated accuracy of +/- 6 seconds.
 LX2744
 LX2744.The orthometric height was determined by differential leveling
 LX2744.and adjusted by the National Geodetic Survey in June 1991..
 LX2744
 LX2744.The geoid height was determined by GEOID03.
 LX2744
 LX2744.The dynamic height is computed by dividing the NAVD 88
 LX2744.geopotential number by the normal gravity value computed on the
 LX2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2744.degrees latitude (g = 980.6199 gals.).
 LX2744
 LX2744.The modeled gravity was interpolated from observed gravity values.
 LX2744
 LX2744;                    North         East    Units  Estimated Accuracy
 LX2744;SPC CT       -   237,580.      294,130.      MT  (+/- 180 meters Scaled)
 LX2744
 LX2744                          SUPERSEDED SURVEY CONTROL
 LX2744
 LX2744.No superseded survey control is available for this station.
 LX2744
 LX2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM768075(NAD 83)
 LX2744_MARKER: DD = SURVEY DISK
 LX2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2744_SP_SET: CONCRETE POST
 LX2744_STAMPING: 317
 LX2744_MARK LOGO: CTGS  
 LX2744_PROJECTION: RECESSED 10 CENTIMETERS
 LX2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2744+STABILITY: SURFACE MOTION
 LX2744
 LX2744  HISTORY     - Date     Condition        Report By
 LX2744  HISTORY     - 1935     MONUMENTED       CTGS
 LX2744  HISTORY     - 1985     GOOD             NGS
 LX2744
 LX2744                          STATION DESCRIPTION
 LX2744
 LX2744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2744'IN SOUTHINGTON.
 LX2744'IN SOUTHINGTON, ALONG STATE HIGHWAY 10, AT THE SOUTHERN END OF THE
 LX2744'SOUTHINGTON GREEN, 8.53 METERS (28.0 FT) WEST OF THE CENTERLINE OF THE
 LX2744'HIGHWAY, 14.11 METERS (46.3 FT) SOUTHEAST OF A 30-CM (12-INCH) CRAB
 LX2744'APPLE TREE, 3.93 METERS (12.9 FT) EAST OF A FIRE HYDRANT, 0.55 METER
 LX2744'(1.8 FT) NORTHWEST OF THE EDGE OF A CONCRETE SIDEWALK.
 LX2744'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3459 ***********************************************************************
 LX3459  DESIGNATION -  32
 LX3459  PID         -  LX3459
 LX3459  STATE/COUNTY-  CT/NEW LONDON
 LX3459  USGS QUAD   -  NIANTIC (1983)
 LX3459
 LX3459                         *CURRENT SURVEY CONTROL
 LX3459  ___________________________________________________________________
 LX3459* NAD 83(1986)-  41 22 07.     (N)    072 11 29.     (W)     SCALED    
 LX3459* NAVD 88     -        10.732  (meters)      35.21   (feet)  ADJUSTED  
 LX3459  ___________________________________________________________________
 LX3459  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX3459  DYNAMIC HT  -          10.728 (meters)      35.20  (feet)  COMP
 LX3459  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX3459
 LX3459  VERT ORDER  -  FIRST     CLASS II
 LX3459
 LX3459.The horizontal coordinates were scaled from a topographic map and have
 LX3459.an estimated accuracy of +/- 6 seconds.
 LX3459
 LX3459.The orthometric height was determined by differential leveling
 LX3459.and adjusted by the National Geodetic Survey in June 1991..
 LX3459
 LX3459.The geoid height was determined by GEOID03.
 LX3459
 LX3459.The dynamic height is computed by dividing the NAVD 88
 LX3459.geopotential number by the normal gravity value computed on the
 LX3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3459.degrees latitude (g = 980.6199 gals.).
 LX3459
 LX3459.The modeled gravity was interpolated from observed gravity values.
 LX3459
 LX3459;                    North         East    Units  Estimated Accuracy
 LX3459;SPC CT       -   212,000.      351,540.      MT  (+/- 180 meters Scaled)
 LX3459
 LX3459                          SUPERSEDED SURVEY CONTROL
 LX3459
 LX3459.No superseded survey control is available for this station.
 LX3459
 LX3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL349834(NAD 83)
 LX3459_MARKER: DD = SURVEY DISK
 LX3459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3459_SP_SET: CONCRETE POST
 LX3459_STAMPING: 32
 LX3459_PROJECTION: FLUSH
 LX3459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3459+STABILITY: SURFACE MOTION
 LX3459
 LX3459  HISTORY     - Date     Condition        Report By
 LX3459  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3459  HISTORY     - 1986     GOOD             NGS
 LX3459  HISTORY     - 1989     GOOD             USPSQD
 LX3459  HISTORY     - 19900414 GOOD             USPSQD
 LX3459
 LX3459                          STATION DESCRIPTION
 LX3459
 LX3459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3459'1.8 KM (1.1 MI) EAST FROM FLANDERS.
 LX3459'1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3459'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE RIGHT.  IT IS 7.5 METERS
 LX3459'(24.7 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 7.7 METERS (25.5
 LX3459'FT) EAST OF THE CENTER OF A DRIVEWAY AND 0.73 METER (2.4 FT) WEST OF
 LX3459'POWER POLE NO. 6215.
 LX3459'THE MARK IS 1.5 M ABOVE U.S. HIGHWAY 1.
 LX3459
 LX3459                          STATION RECOVERY (1989)
 LX3459
 LX3459'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3459'RECOVERED IN GOOD CONDITION.
 LX3459
 LX3459                          STATION RECOVERY (1990)
 LX3459
 LX3459'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3105 ***********************************************************************
 LX3105  DESIGNATION -  3213
 LX3105  PID         -  LX3105
 LX3105  STATE/COUNTY-  CT/TOLLAND
 LX3105  USGS QUAD   -  COLUMBIA (1984)
 LX3105
 LX3105                         *CURRENT SURVEY CONTROL
 LX3105  ___________________________________________________________________
 LX3105* NAD 83(1986)-  41 39 28.     (N)    072 21 58.     (W)     SCALED    
 LX3105* NAVD 88     -       164.362  (meters)     539.24   (feet)  ADJUSTED  
 LX3105  ___________________________________________________________________
 LX3105  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3105  DYNAMIC HT  -         164.304 (meters)     539.05  (feet)  COMP
 LX3105  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LX3105
 LX3105  VERT ORDER  -  FIRST     CLASS II
 LX3105
 LX3105.The horizontal coordinates were scaled from a topographic map and have
 LX3105.an estimated accuracy of +/- 6 seconds.
 LX3105
 LX3105.The orthometric height was determined by differential leveling
 LX3105.and adjusted by the National Geodetic Survey in June 1991..
 LX3105
 LX3105.The geoid height was determined by GEOID03.
 LX3105
 LX3105.The dynamic height is computed by dividing the NAVD 88
 LX3105.geopotential number by the normal gravity value computed on the
 LX3105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3105.degrees latitude (g = 980.6199 gals.).
 LX3105
 LX3105.The modeled gravity was interpolated from observed gravity values.
 LX3105
 LX3105;                    North         East    Units  Estimated Accuracy
 LX3105;SPC CT       -   244,030.      336,780.      MT  (+/- 180 meters Scaled)
 LX3105
 LX3105                          SUPERSEDED SURVEY CONTROL
 LX3105
 LX3105.No superseded survey control is available for this station.
 LX3105
 LX3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM193151(NAD 83)
 LX3105_MARKER: DD = SURVEY DISK
 LX3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3105_SP_SET: CONCRETE POST
 LX3105_STAMPING: 3213
 LX3105_MARK LOGO: CTGS  
 LX3105_PROJECTION: RECESSED 12 CENTIMETERS
 LX3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3105+STABILITY: SURFACE MOTION
 LX3105
 LX3105  HISTORY     - Date     Condition        Report By
 LX3105  HISTORY     - 1959     MONUMENTED       CTGS
 LX3105  HISTORY     - 1986     GOOD             NGS
 LX3105  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 LX3105
 LX3105                          STATION DESCRIPTION
 LX3105
 LX3105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3105'IN HEBRON.
 LX3105'IN HEBRON, AT THE INTERSECTION OF STATE HIGHWAYS 66 AND 85 AND ON THE
 LX3105'SOUTH SIDE OF STATE HIGHWAY 66 IN THE MEDIUM, 12.8 METERS (42.0 FT)
 LX3105'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 66, 11.4 METERS (37.5 FT)
 LX3105'EAST OF THE CENTER OF STATE HIGHWAY 85 SOUTHBOUND LANE, 7.7 METERS
 LX3105'(25.5 FT) WEST OF THE CENTER OF STATE HIGHWAY 85 NORTHBOUND LANE, 2.4
 LX3105'METERS (8.1 FT) NORTHEAST OF POWER POLE NO. 1370, 0.91 METER (3.0 FT)
 LX3105'SOUTH OF THE SOUTHEAST CORNER OF A CATCH BASIN.
 LX3105'THE MARK IS 0.24 METERS  N FROM  A WITNESS POST
 LX3105'THE MARK IS 0.18 M ABOVE HIGHWAY 85.
 LX3105
 LX3105                          STATION RECOVERY (2001)
 LX3105
 LX3105'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX3105'AT HEBRON, TOLLAND COUNTY, CT., THE INTERSECTION OF ROUTES 85 AND 66
 LX3105'WAS RECONFIGURED ABOUT 10 YEARS AGO. POLE 1370 IS NON-EXISTENT. THE
 LX3105'STATION WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3410 ***********************************************************************
 LX3410  DESIGNATION -  3225
 LX3410  PID         -  LX3410
 LX3410  STATE/COUNTY-  CT/NEW LONDON
 LX3410  USGS QUAD   -  UNCASVILLE (1984)
 LX3410
 LX3410                         *CURRENT SURVEY CONTROL
 LX3410  ___________________________________________________________________
 LX3410* NAD 83(1986)-  41 24 46.     (N)    072 06 31.     (W)     SCALED    
 LX3410* NAVD 88     -        31.370  (meters)     102.92   (feet)  ADJUSTED  
 LX3410  ___________________________________________________________________
 LX3410  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX3410  DYNAMIC HT  -          31.359 (meters)     102.88  (feet)  COMP
 LX3410  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LX3410
 LX3410  VERT ORDER  -  FIRST     CLASS II
 LX3410
 LX3410.The horizontal coordinates were scaled from a topographic map and have
 LX3410.an estimated accuracy of +/- 6 seconds.
 LX3410
 LX3410.The orthometric height was determined by differential leveling
 LX3410.and adjusted by the National Geodetic Survey in June 1991..
 LX3410
 LX3410.The geoid height was determined by GEOID03.
 LX3410
 LX3410.The dynamic height is computed by dividing the NAVD 88
 LX3410.geopotential number by the normal gravity value computed on the
 LX3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3410.degrees latitude (g = 980.6199 gals.).
 LX3410
 LX3410.The modeled gravity was interpolated from observed gravity values.
 LX3410
 LX3410;                    North         East    Units  Estimated Accuracy
 LX3410;SPC CT       -   216,950.      358,430.      MT  (+/- 180 meters Scaled)
 LX3410
 LX3410                          SUPERSEDED SURVEY CONTROL
 LX3410
 LX3410.No superseded survey control is available for this station.
 LX3410
 LX3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL416886(NAD 83)
 LX3410_MARKER: DD = SURVEY DISK
 LX3410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3410_SP_SET: CONCRETE POST
 LX3410_STAMPING: 3225
 LX3410_MARK LOGO: CTGS  
 LX3410_PROJECTION: RECESSED 20 CENTIMETERS
 LX3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3410+STABILITY: SURFACE MOTION
 LX3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3410+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX3410
 LX3410  HISTORY     - Date     Condition        Report By
 LX3410  HISTORY     - 1966     MONUMENTED       CTGS
 LX3410  HISTORY     - 1986     GOOD             NGS
 LX3410  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3410  HISTORY     - 20020328 GOOD             USPSQD
 LX3410
 LX3410                          STATION DESCRIPTION
 LX3410
 LX3410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3410'0.2 KM (0.1 MI) SOUTH FROM WATERFORD.
 LX3410'0.2 KM (0.15 MI) SOUTH ALONG OLD NORWICH ROAD FROM THE JUNCTION OF
 LX3410'STATE HIGHWAY 32 IN WATERFORD TO THE MARK ON THE LEFT AT THE SOUTH
 LX3410'SIDE OF A 1 AND 1/2 STORY FRAME HOUSE NO. 213 AND ACROSS ROAD FROM A 4
 LX3410'X 10 X 5 FOOT BOULDER AND AT THE EAST EDGE OF A BITUMINOUS SIDEWALK.
 LX3410'IT IS 6.70 METERS (22.0 FT) EAST OF CENTER OF OLD NORWICH ROAD, 9.78
 LX3410'METERS (32.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE 1ST CONCRETE
 LX3410'STEP OF LANDING TO HOUSE, 8.96 METERS (29.4 FT) WEST OF SOUTHWEST
 LX3410'CORNER OF FOUNDATION OF HOUSE AND 0.10 METER (0.3 FT) EAST OF THE EAST
 LX3410'EDGE OF SIDEWALK.  NOTE--MEASUREMENTS DO NOT CHECK DESCRIPTION, MARK
 LX3410'IS BELIEVED TO HAVE BEEN RESET WHEN SIDEWALK WAS CONSTRUCTED.  ACCESS
 LX3410'TO MARK IS THRU A 4-INCH CAP SCREWED ONTO A 4-INCH PIPE AT EAST EDGE
 LX3410'OF SIDEWALK.
 LX3410'THE MARK IS ABOVE LEVEL WITH OLD NORWICH ROAD.
 LX3410
 LX3410                          STATION RECOVERY (1989)
 LX3410
 LX3410'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3410'MARK NOT FOUND.
 LX3410
 LX3410                          STATION RECOVERY (2002)
 LX3410
 LX3410'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX3410'STATION IS 5 FT E OF E EDGE OF SIDEWALK.  ACCESS CAP IS 6 INCHES BELOW
 LX3410'GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1793 ***********************************************************************
 LW1793  DESIGNATION -  3231
 LW1793  PID         -  LW1793
 LW1793  STATE/COUNTY-  CT/WINDHAM
 LW1793  USGS QUAD   -  PLAINFIELD (1983)
 LW1793
 LW1793                         *CURRENT SURVEY CONTROL
 LW1793  ___________________________________________________________________
 LW1793* NAD 83(1986)-  41 41 51.     (N)    071 58 40.     (W)     SCALED    
 LW1793* NAVD 88     -       101.275  (meters)     332.27   (feet)  ADJUSTED  
 LW1793  ___________________________________________________________________
 LW1793  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1793  DYNAMIC HT  -         101.240 (meters)     332.15  (feet)  COMP
 LW1793  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW1793
 LW1793  VERT ORDER  -  FIRST     CLASS II
 LW1793
 LW1793.The horizontal coordinates were scaled from a topographic map and have
 LW1793.an estimated accuracy of +/- 6 seconds.
 LW1793
 LW1793.The orthometric height was determined by differential leveling
 LW1793.and adjusted by the National Geodetic Survey in June 1991..
 LW1793
 LW1793.The geoid height was determined by GEOID03.
 LW1793
 LW1793.The dynamic height is computed by dividing the NAVD 88
 LW1793.geopotential number by the normal gravity value computed on the
 LW1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1793.degrees latitude (g = 980.6199 gals.).
 LW1793
 LW1793.The modeled gravity was interpolated from observed gravity values.
 LW1793
 LW1793;                    North         East    Units  Estimated Accuracy
 LW1793;SPC CT       -   248,660.      369,080.      MT  (+/- 180 meters Scaled)
 LW1793
 LW1793                          SUPERSEDED SURVEY CONTROL
 LW1793
 LW1793.No superseded survey control is available for this station.
 LW1793
 LW1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG522204(NAD 83)
 LW1793_MARKER: DD = SURVEY DISK
 LW1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1793_SP_SET: CONCRETE POST
 LW1793_STAMPING: 3231
 LW1793_MARK LOGO: CTGS  
 LW1793_PROJECTION: RECESSED 2 CENTIMETERS
 LW1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1793+STABILITY: SURFACE MOTION
 LW1793
 LW1793  HISTORY     - Date     Condition        Report By
 LW1793  HISTORY     - UNK      MONUMENTED       CTGS
 LW1793  HISTORY     - 1986     GOOD             NGS
 LW1793
 LW1793                          STATION DESCRIPTION
 LW1793
 LW1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1793'0.6 KM (0.35 MI) WEST FROM CANTERBURY.
 LW1793'0.6 KM (0.35 MI) WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LW1793'STATE HIGHWAY 169 IN CANTERBURY TO THE MARK ON THE RIGHT, 8.84 METERS
 LW1793'(29.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.32 METERS (24.0
 LW1793'FT) WEST OF UTILITY POLE NO. 4.
 LW1793'THE MARK IS 0.75 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1794 ***********************************************************************
 LW1794  DESIGNATION -  3232
 LW1794  PID         -  LW1794
 LW1794  STATE/COUNTY-  CT/WINDHAM
 LW1794  USGS QUAD   -  PLAINFIELD (1983)
 LW1794
 LW1794                         *CURRENT SURVEY CONTROL
 LW1794  ___________________________________________________________________
 LW1794* NAD 83(1986)-  41 41 53.     (N)    071 58 15.     (W)     SCALED    
 LW1794* NAVD 88     -        79.074  (meters)     259.43   (feet)  ADJUSTED  
 LW1794  ___________________________________________________________________
 LW1794  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1794  DYNAMIC HT  -          79.046 (meters)     259.34  (feet)  COMP
 LW1794  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW1794
 LW1794  VERT ORDER  -  FIRST     CLASS II
 LW1794
 LW1794.The horizontal coordinates were scaled from a topographic map and have
 LW1794.an estimated accuracy of +/- 6 seconds.
 LW1794
 LW1794.The orthometric height was determined by differential leveling
 LW1794.and adjusted by the National Geodetic Survey in June 1991..
 LW1794
 LW1794.The geoid height was determined by GEOID03.
 LW1794
 LW1794.The dynamic height is computed by dividing the NAVD 88
 LW1794.geopotential number by the normal gravity value computed on the
 LW1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1794.degrees latitude (g = 980.6199 gals.).
 LW1794
 LW1794.The modeled gravity was interpolated from observed gravity values.
 LW1794
 LW1794;                    North         East    Units  Estimated Accuracy
 LW1794;SPC CT       -   248,730.      369,660.      MT  (+/- 180 meters Scaled)
 LW1794
 LW1794                          SUPERSEDED SURVEY CONTROL
 LW1794
 LW1794.No superseded survey control is available for this station.
 LW1794
 LW1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG527205(NAD 83)
 LW1794_MARKER: DD = SURVEY DISK
 LW1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1794_SP_SET: CONCRETE POST
 LW1794_STAMPING: 3232
 LW1794_MARK LOGO: CTGS  
 LW1794_PROJECTION: FLUSH
 LW1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1794+STABILITY: SURFACE MOTION
 LW1794
 LW1794  HISTORY     - Date     Condition        Report By
 LW1794  HISTORY     - UNK      MONUMENTED       CTGS
 LW1794  HISTORY     - 1986     GOOD             NGS
 LW1794  HISTORY     - 19961001 GOOD             USPSQD
 LW1794
 LW1794                          STATION DESCRIPTION
 LW1794
 LW1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1794'IN CANTERBURY.
 LW1794'IN CANTERBURY, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE
 LW1794'HIGHWAYS 14 AND 169, 3.20 METERS (10.5 FT) NORTHEAST OF UTILITY POLE
 LW1794'NO. 18, 2.41 METERS (7.9 FT) WEST OF THE NORTHWEST END OF THE
 LW1794'NORTHEAST WALL OF A SET OF STEPS LEADING TO A HOUSE, 0.79 METER (2.6
 LW1794'FT) SOUTHEAST OF THE MOST NORTHWESTERLY POINT OF THE CURB OF THE
 LW1794'JUNCTION.
 LW1794'THE MARK IS 0.10 M ABOVE HIGHWAYS.
 LW1794
 LW1794                          STATION RECOVERY (1996)
 LW1794
 LW1794'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0180 ***********************************************************************
 LX0180  DESIGNATION -  3236
 LX0180  PID         -  LX0180
 LX0180  STATE/COUNTY-  CT/NEW LONDON
 LX0180  USGS QUAD   -  NEW LONDON (1984)
 LX0180
 LX0180                         *CURRENT SURVEY CONTROL
 LX0180  ___________________________________________________________________
 LX0180* NAD 83(1986)-  41 20 25.     (N)    072 02 02.     (W)     SCALED    
 LX0180* NAVD 88     -         4.847  (meters)      15.90   (feet)  ADJUSTED  
 LX0180  ___________________________________________________________________
 LX0180  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX0180  DYNAMIC HT  -           4.845 (meters)      15.90  (feet)  COMP
 LX0180  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX0180
 LX0180  VERT ORDER  -  FIRST     CLASS I
 LX0180
 LX0180.The horizontal coordinates were scaled from a topographic map and have
 LX0180.an estimated accuracy of +/- 6 seconds.
 LX0180
 LX0180.The orthometric height was determined by differential leveling
 LX0180.and adjusted by the National Geodetic Survey in June 1991..
 LX0180
 LX0180.The geoid height was determined by GEOID03.
 LX0180
 LX0180.The dynamic height is computed by dividing the NAVD 88
 LX0180.geopotential number by the normal gravity value computed on the
 LX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0180.degrees latitude (g = 980.6199 gals.).
 LX0180
 LX0180.The modeled gravity was interpolated from observed gravity values.
 LX0180
 LX0180;                    North         East    Units  Estimated Accuracy
 LX0180;SPC CT       -   208,950.      364,740.      MT  (+/- 180 meters Scaled)
 LX0180
 LX0180                          SUPERSEDED SURVEY CONTROL
 LX0180
 LX0180  NGVD 29 (??/??/92)    5.137  (m)           16.85   (f) ADJ UNCH    1 1
 LX0180
 LX0180.Superseded values are not recommended for survey control.
 LX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0180.See file dsdata.txt to determine how the superseded data were derived.
 LX0180
 LX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL481807(NAD 83)
 LX0180_MARKER: DD = SURVEY DISK
 LX0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0180_STAMPING: 3236
 LX0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0180+STABILITY: SURFACE MOTION
 LX0180
 LX0180  HISTORY     - Date     Condition        Report By
 LX0180  HISTORY     - UNK      MONUMENTED       CTGS
 LX0180  HISTORY     - 1965     GOOD             NGS
 LX0180  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0180  HISTORY     - 1986     MARK NOT FOUND   NGS
 LX0180  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX0180
 LX0180                          STATION DESCRIPTION
 LX0180
 LX0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0180'1 MI SE FROM GROTON.
 LX0180'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0180'GROTON, THENCE 0.35 MILE SOUTH ALONG DEPOT ROAD, ALONG THE NEW
 LX0180'YORK, NEW HAVEN AND HARTFORD RAILROAD, AT THE MIDWAY YARD, 7 FEET
 LX0180'NORTHWEST OF THE EXTENDED CENTER LINE OF DEPOT ROAD, 29 FEET
 LX0180'EAST OF THE EAST CORNER OF RAILROAD OVERPASS NO. 4.46, 46.5 FEET
 LX0180'NORTHEAST OF AND ACROSS TWO SIDETRACKS FROM THE NORTHEAST RAIL
 LX0180'OF THE NORTHWEST BOUND TRACK, 28 FEET NORTH OF A TELEPHONE POLE,
 LX0180'14 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF ABUTMENT OF ABANDONED
 LX0180'OVERPASS, ABOUT 36 YARDS EAST OF AND ACROSS THE TRACKS FROM BENCH
 LX0180'MARK J 6 DESCRIBED AND SET IN THE TOP OF A CONCRETE POST
 LX0180'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LX0180
 LX0180                          STATION RECOVERY (1983)
 LX0180
 LX0180'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0180'MARK NOT FOUND.
 LX0180
 LX0180                          STATION RECOVERY (1986)
 LX0180
 LX0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0180'NOT RECOVERED, NO EVIDENCE OF THE MARK FOUND. THERE HAS BEEN RECENT
 LX0180'DIGGING AT THIS SAME LOCATION.
 LX0180
 LX0180                          STATION RECOVERY (1990)
 LX0180
 LX0180'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1071 ***********************************************************************
 LW1071  DESIGNATION -  325
 LW1071  PID         -  LW1071
 LW1071  STATE/COUNTY-  CT/WINDHAM
 LW1071  USGS QUAD   -  PUTNAM (1970)
 LW1071
 LW1071                         *CURRENT SURVEY CONTROL
 LW1071  ___________________________________________________________________
 LW1071* NAD 83(1986)-  41 55 32.     (N)    071 54 34.     (W)     SCALED    
 LW1071* NAVD 88     -        98.717  (meters)     323.87   (feet)  ADJUSTED  
 LW1071  ___________________________________________________________________
 LW1071  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LW1071  DYNAMIC HT  -          98.685 (meters)     323.77  (feet)  COMP
 LW1071  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 LW1071
 LW1071  VERT ORDER  -  SECOND    CLASS 0
 LW1071
 LW1071.The horizontal coordinates were scaled from a topographic map and have
 LW1071.an estimated accuracy of +/- 6 seconds.
 LW1071
 LW1071.The orthometric height was determined by differential leveling
 LW1071.and adjusted by the National Geodetic Survey in June 1991..
 LW1071.WARNING-Repeat measurements at this control monument indicate possible
 LW1071.vertical movement.
 LW1071
 LW1071.The geoid height was determined by GEOID03.
 LW1071
 LW1071.The dynamic height is computed by dividing the NAVD 88
 LW1071.geopotential number by the normal gravity value computed on the
 LW1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1071.degrees latitude (g = 980.6199 gals.).
 LW1071
 LW1071.The modeled gravity was interpolated from observed gravity values.
 LW1071
 LW1071;                    North         East    Units  Estimated Accuracy
 LW1071;SPC CT       -   274,040.      374,520.      MT  (+/- 180 meters Scaled)
 LW1071
 LW1071                          SUPERSEDED SURVEY CONTROL
 LW1071
 LW1071  NGVD 29 (??/??/92)   98.941  (m)          324.61   (f) ADJ UNCH    2 0
 LW1071
 LW1071.Superseded values are not recommended for survey control.
 LW1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1071.See file dsdata.txt to determine how the superseded data were derived.
 LW1071
 LW1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG587456(NAD 83)
 LW1071_MARKER: DD = SURVEY DISK
 LW1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1071_SP_SET: BUILDING FOUNDATION
 LW1071_STAMPING: 325
 LW1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1071
 LW1071  HISTORY     - Date     Condition        Report By
 LW1071  HISTORY     - UNK      MONUMENTED       USGS
 LW1071  HISTORY     - 1935     GOOD             NGS
 LW1071  HISTORY     - 1936     GOOD             NGS
 LW1071  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1071
 LW1071                          STATION DESCRIPTION
 LW1071
 LW1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LW1071'IN PUTNAM.
 LW1071'AT PUTNAM, WINDHAM COUNTY, ON SMITH STREET, IN THE FOUNDATION
 LW1071'OF A PUBLIC SCHOOL, 10 FEET SOUTH OF THE CENTER OF THE ENTRANCE,
 LW1071'8 FEET NORTHWEST OF THE LAWN FLAGPOLE, 35 FEET NORTH OF THE
 LW1071'CENTERLINE OF THE STREET, ABOUT 3 FEET ABOVE THE LAWN, AND ABOUT
 LW1071'6 FEET HIGHER THAN THE STREET.
 LW1071
 LW1071                          STATION RECOVERY (1936)
 LW1071
 LW1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1071'RECOVERED IN GOOD CONDITION.
 LW1071
 LW1071                          STATION RECOVERY (1990)
 LW1071
 LW1071'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2228 ***********************************************************************
 LX2228  DESIGNATION -  326
 LX2228  PID         -  LX2228
 LX2228  STATE/COUNTY-  CT/MIDDLESEX
 LX2228  USGS QUAD   -  HADDAM (1971)
 LX2228
 LX2228                         *CURRENT SURVEY CONTROL
 LX2228  ___________________________________________________________________
 LX2228* NAD 83(1986)-  41 28 50.     (N)    072 30 59.     (W)     SCALED    
 LX2228* NAVD 88     -        26.170  (meters)      85.86   (feet)  ADJUSTED  
 LX2228  ___________________________________________________________________
 LX2228  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX2228  DYNAMIC HT  -          26.161 (meters)      85.83  (feet)  COMP
 LX2228  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 LX2228
 LX2228  VERT ORDER  -  FIRST     CLASS II
 LX2228
 LX2228.The horizontal coordinates were scaled from a topographic map and have
 LX2228.an estimated accuracy of +/- 6 seconds.
 LX2228
 LX2228.The orthometric height was determined by differential leveling
 LX2228.and adjusted by the National Geodetic Survey in June 1991..
 LX2228
 LX2228.The geoid height was determined by GEOID03.
 LX2228
 LX2228.The dynamic height is computed by dividing the NAVD 88
 LX2228.geopotential number by the normal gravity value computed on the
 LX2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2228.degrees latitude (g = 980.6199 gals.).
 LX2228
 LX2228.The modeled gravity was interpolated from observed gravity values.
 LX2228
 LX2228;                    North         East    Units  Estimated Accuracy
 LX2228;SPC CT       -   224,310.      324,310.      MT  (+/- 180 meters Scaled)
 LX2228
 LX2228                          SUPERSEDED SURVEY CONTROL
 LX2228
 LX2228.No superseded survey control is available for this station.
 LX2228
 LX2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL073950(NAD 83)
 LX2228_MARKER: DD = SURVEY DISK
 LX2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2228_SP_SET: CONCRETE POST
 LX2228_STAMPING: 326
 LX2228_MARK LOGO: CTGS  
 LX2228_PROJECTION: RECESSED 5 CENTIMETERS
 LX2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2228+STABILITY: SURFACE MOTION
 LX2228
 LX2228  HISTORY     - Date     Condition        Report By
 LX2228  HISTORY     - UNK      MONUMENTED       CTGS
 LX2228  HISTORY     - 1984     GOOD             NGS
 LX2228
 LX2228                          STATION DESCRIPTION
 LX2228
 LX2228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2228'IN HADDAM.
 LX2228'IN HADDAM, 1.3 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST
 LX2228'OFFICE TO THE MARK ON THE RIGHT, 7.7 METERS (25.4 FT) WEST OF THE
 LX2228'CENTERLINE OF THE HIGHWAY, 3.5 METERS (11.8 FT) SOUTHEAST OF THE BASE
 LX2228'OF A FLAG POLE, 1.0 METERS (3.5 FT) EAST OF THE FACE OF A ROCK WALL.
 LX2228'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2230 ***********************************************************************
 LX2230  DESIGNATION -  327
 LX2230  PID         -  LX2230
 LX2230  STATE/COUNTY-  CT/MIDDLESEX
 LX2230  USGS QUAD   -  HADDAM (1971)
 LX2230
 LX2230                         *CURRENT SURVEY CONTROL
 LX2230  ___________________________________________________________________
 LX2230* NAD 83(1986)-  41 28 37.     (N)    072 30 44.     (W)     SCALED    
 LX2230* NAVD 88     -        26.984  (meters)      88.53   (feet)  ADJUSTED  
 LX2230  ___________________________________________________________________
 LX2230  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX2230  DYNAMIC HT  -          26.975 (meters)      88.50  (feet)  COMP
 LX2230  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LX2230
 LX2230  VERT ORDER  -  FIRST     CLASS II
 LX2230
 LX2230.The horizontal coordinates were scaled from a topographic map and have
 LX2230.an estimated accuracy of +/- 6 seconds.
 LX2230
 LX2230.The orthometric height was determined by differential leveling
 LX2230.and adjusted by the National Geodetic Survey in June 1991..
 LX2230
 LX2230.The geoid height was determined by GEOID03.
 LX2230
 LX2230.The dynamic height is computed by dividing the NAVD 88
 LX2230.geopotential number by the normal gravity value computed on the
 LX2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2230.degrees latitude (g = 980.6199 gals.).
 LX2230
 LX2230.The modeled gravity was interpolated from observed gravity values.
 LX2230
 LX2230;                    North         East    Units  Estimated Accuracy
 LX2230;SPC CT       -   223,910.      324,660.      MT  (+/- 180 meters Scaled)
 LX2230
 LX2230                          SUPERSEDED SURVEY CONTROL
 LX2230
 LX2230.No superseded survey control is available for this station.
 LX2230
 LX2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL077946(NAD 83)
 LX2230_MARKER: DD = SURVEY DISK
 LX2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2230_SP_SET: CONCRETE POST
 LX2230_STAMPING: 327
 LX2230_MARK LOGO: CTGS  
 LX2230_PROJECTION: RECESSED 5 CENTIMETERS
 LX2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2230+STABILITY: SURFACE MOTION
 LX2230
 LX2230  HISTORY     - Date     Condition        Report By
 LX2230  HISTORY     - UNK      MONUMENTED       CTGS
 LX2230  HISTORY     - 1984     GOOD             NGS
 LX2230
 LX2230                          STATION DESCRIPTION
 LX2230
 LX2230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2230'IN HADDAM.
 LX2230'IN HADDAM, 0.8 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST
 LX2230'OFFICE TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF THE CONNECTICUT
 LX2230'JUSTICE ACADEMY, 10.6 METERS (35.0 FT) SOUTHWEST OF THE CENTERLINE OF
 LX2230'THE HIGHWAY, 12.3 METERS (40.6 FT) NORTHWEST OF POWER POLE 438,
 LX2230'6.0 METERS (19.7 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING FOR
 LX2230'THE ACADEMY.
 LX2230'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3067 ***********************************************************************
 LX3067  DESIGNATION -  3273
 LX3067  PID         -  LX3067
 LX3067  STATE/COUNTY-  CT/MIDDLESEX
 LX3067  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3067
 LX3067                         *CURRENT SURVEY CONTROL
 LX3067  ___________________________________________________________________
 LX3067* NAD 83(1986)-  41 34 32.     (N)    072 36 34.     (W)     SCALED    
 LX3067* NAVD 88     -        30.397  (meters)      99.73   (feet)  ADJUSTED  
 LX3067  ___________________________________________________________________
 LX3067  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX3067  DYNAMIC HT  -          30.388 (meters)      99.70  (feet)  COMP
 LX3067  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 LX3067
 LX3067  VERT ORDER  -  FIRST     CLASS II
 LX3067
 LX3067.The horizontal coordinates were scaled from a topographic map and have
 LX3067.an estimated accuracy of +/- 6 seconds.
 LX3067
 LX3067.The orthometric height was determined by differential leveling
 LX3067.and adjusted by the National Geodetic Survey in June 1991..
 LX3067
 LX3067.The geoid height was determined by GEOID03.
 LX3067
 LX3067.The dynamic height is computed by dividing the NAVD 88
 LX3067.geopotential number by the normal gravity value computed on the
 LX3067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3067.degrees latitude (g = 980.6199 gals.).
 LX3067
 LX3067.The modeled gravity was interpolated from observed gravity values.
 LX3067
 LX3067;                    North         East    Units  Estimated Accuracy
 LX3067;SPC CT       -   234,840.      316,520.      MT  (+/- 180 meters Scaled)
 LX3067
 LX3067                          SUPERSEDED SURVEY CONTROL
 LX3067
 LX3067.No superseded survey control is available for this station.
 LX3067
 LX3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM992054(NAD 83)
 LX3067_MARKER: DD = SURVEY DISK
 LX3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3067_SP_SET: CONCRETE POST
 LX3067_STAMPING: 3273
 LX3067_MARK LOGO: CTGS  
 LX3067_PROJECTION: RECESSED 6 CENTIMETERS
 LX3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3067+STABILITY: SURFACE MOTION
 LX3067
 LX3067  HISTORY     - Date     Condition        Report By
 LX3067  HISTORY     - 1961     MONUMENTED       CTGS
 LX3067  HISTORY     - 1986     GOOD             NGS
 LX3067  HISTORY     - 19971202 GOOD             USPSQD
 LX3067
 LX3067                          STATION DESCRIPTION
 LX3067
 LX3067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3067'3.1 KM (1.9 MI) SE FROM PORTLAND.
 LX3067'3.1 KM (1.9 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3067'STATE HIGHWAY 17A IN PORTLAND TO THE MARK ON THE LEFT, 8.0 METERS
 LX3067'(26.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 LX3067'HIGHWAY, 15.8 METERS (52.0 FT) EAST OF THE CENTER OF THE WEST DRIVEWAY
 LX3067'TO THE SUPERIOR SEPTIC TANK AND STEP COMPANY, 6.5 METERS (21.4 FT)
 LX3067'SOUTHWEST OF POWER POLE NO. 1185.
 LX3067'THE MARK IS 0.24 METERS  E FROM  A WITNESS POST
 LX3067'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3067
 LX3067                          STATION RECOVERY (1997)
 LX3067
 LX3067'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2431 ***********************************************************************
 LX2431  DESIGNATION -  3277
 LX2431  PID         -  LX2431
 LX2431  STATE/COUNTY-  CT/HARTFORD
 LX2431  USGS QUAD   -  MERIDEN (1992)
 LX2431
 LX2431                         *CURRENT SURVEY CONTROL
 LX2431  ___________________________________________________________________
 LX2431* NAD 83(1986)-  41 33 27.     (N)    072 51 10.     (W)     SCALED    
 LX2431* NAVD 88     -       103.835  (meters)     340.67   (feet)  ADJUSTED  
 LX2431  ___________________________________________________________________
 LX2431  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2431  DYNAMIC HT  -         103.800 (meters)     340.55  (feet)  COMP
 LX2431  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LX2431
 LX2431  VERT ORDER  -  FIRST     CLASS II
 LX2431
 LX2431.The horizontal coordinates were scaled from a topographic map and have
 LX2431.an estimated accuracy of +/- 6 seconds.
 LX2431
 LX2431.The orthometric height was determined by differential leveling
 LX2431.and adjusted by the National Geodetic Survey in June 1991..
 LX2431
 LX2431.The geoid height was determined by GEOID03.
 LX2431
 LX2431.The dynamic height is computed by dividing the NAVD 88
 LX2431.geopotential number by the normal gravity value computed on the
 LX2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2431.degrees latitude (g = 980.6199 gals.).
 LX2431
 LX2431.The modeled gravity was interpolated from observed gravity values.
 LX2431
 LX2431;                    North         East    Units  Estimated Accuracy
 LX2431;SPC CT       -   232,830.      296,230.      MT  (+/- 180 meters Scaled)
 LX2431
 LX2431                          SUPERSEDED SURVEY CONTROL
 LX2431
 LX2431.No superseded survey control is available for this station.
 LX2431
 LX2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM790028(NAD 83)
 LX2431_MARKER: DD = SURVEY DISK
 LX2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2431_SP_SET: CONCRETE POST
 LX2431_STAMPING: 3277
 LX2431_MARK LOGO: CTGS  
 LX2431_PROJECTION: FLUSH
 LX2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2431+STABILITY: SURFACE MOTION
 LX2431
 LX2431  HISTORY     - Date     Condition        Report By
 LX2431  HISTORY     - 1962     MONUMENTED       CTGS
 LX2431  HISTORY     - 1985     GOOD             NGS
 LX2431
 LX2431                          STATION DESCRIPTION
 LX2431
 LX2431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2431'IN PRATTS CORNER.
 LX2431'IN PRATTS CORNER, AT THE JUNCTION OF STATE HIGHWAYS 66 AND 120, AT THE
 LX2431'NORTHEAST CORNER OF PROPERTY OF A CHEVRON STATION, NEAR A PUBLIC
 LX2431'TELEPHONE BOOTH, 12.71 METERS (41.7 FT) NORTH-NORTHEAST OF THE
 LX2431'CENTERLINE OF HIGHWAY 66, 17.68 METERS (58.0 FT) SOUTH-SOUTHWEST OF
 LX2431'THE SOUTHEAST CORNER OF THE STATION, 2.19 METERS (7.2 FT) NORTH OF THE
 LX2431'NORTHWEST CORNER OF A CONCRETE BASE SUPPORTING A SERVICE STATION
 LX2431'LIGHT, 0.76 METERS (2.5 FT) EAST OF THE NORTHEAST CORNER OF THE
 LX2431'TELEPHONE BOOTH.
 LX2431'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3212 ***********************************************************************
 LX3212  DESIGNATION -  3281
 LX3212  PID         -  LX3212
 LX3212  STATE/COUNTY-  CT/WINDHAM
 LX3212  USGS QUAD   -  HAMPTON (1984)
 LX3212
 LX3212                         *CURRENT SURVEY CONTROL
 LX3212  ___________________________________________________________________
 LX3212* NAD 83(1986)-  41 45 43.     (N)    072 03 34.     (W)     SCALED    
 LX3212* NAVD 88     -       173.022  (meters)     567.66   (feet)  ADJUSTED  
 LX3212  ___________________________________________________________________
 LX3212  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3212  DYNAMIC HT  -         172.961 (meters)     567.46  (feet)  COMP
 LX3212  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 LX3212
 LX3212  VERT ORDER  -  FIRST     CLASS II
 LX3212
 LX3212.The horizontal coordinates were scaled from a topographic map and have
 LX3212.an estimated accuracy of +/- 6 seconds.
 LX3212
 LX3212.The orthometric height was determined by differential leveling
 LX3212.and adjusted by the National Geodetic Survey in June 1991..
 LX3212
 LX3212.The geoid height was determined by GEOID03.
 LX3212
 LX3212.The dynamic height is computed by dividing the NAVD 88
 LX3212.geopotential number by the normal gravity value computed on the
 LX3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3212.degrees latitude (g = 980.6199 gals.).
 LX3212
 LX3212.The modeled gravity was interpolated from observed gravity values.
 LX3212
 LX3212;                    North         East    Units  Estimated Accuracy
 LX3212;SPC CT       -   255,760.      362,230.      MT  (+/- 180 meters Scaled)
 LX3212
 LX3212                          SUPERSEDED SURVEY CONTROL
 LX3212
 LX3212.No superseded survey control is available for this station.
 LX3212
 LX3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM444275(NAD 83)
 LX3212_MARKER: DD = SURVEY DISK
 LX3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3212_SP_SET: CONCRETE POST
 LX3212_STAMPING: 3281
 LX3212_MARK LOGO: CTGS  
 LX3212_PROJECTION: PROJECTING 4 CENTIMETERS
 LX3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3212+STABILITY: SURFACE MOTION
 LX3212
 LX3212  HISTORY     - Date     Condition        Report By
 LX3212  HISTORY     - 1962     MONUMENTED       CTGS
 LX3212  HISTORY     - 1986     GOOD             NGS
 LX3212
 LX3212                          STATION DESCRIPTION
 LX3212
 LX3212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3212'2.4 KM (1.5 MI) SOUTH FROM HAMPTON.
 LX3212'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3212'HAMPTON TO THE MARK ON THE RIGHT, 6.55 METERS (21.5 FT) WEST OF THE
 LX3212'CENTERLINE OF THE HIGHWAY, 27.37 METERS (89.8 FT) NORTHEAST OF THE
 LX3212'NORTHEAST CORNER OF A 1 1/2-STORY FRAME HOUSE, 6.77 METERS (22.2 FT)
 LX3212'NORTHEAST OF UTILITY POLE NO. 701.
 LX3212'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LX3212'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3211 ***********************************************************************
 LX3211  DESIGNATION -  3283
 LX3211  PID         -  LX3211
 LX3211  STATE/COUNTY-  CT/WINDHAM
 LX3211  USGS QUAD   -  HAMPTON (1984)
 LX3211
 LX3211                         *CURRENT SURVEY CONTROL
 LX3211  ___________________________________________________________________
 LX3211* NAD 83(1986)-  41 46 04.     (N)    072 03 24.     (W)     SCALED    
 LX3211* NAVD 88     -       145.230  (meters)     476.48   (feet)  ADJUSTED  
 LX3211  ___________________________________________________________________
 LX3211  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX3211  DYNAMIC HT  -         145.178 (meters)     476.30  (feet)  COMP
 LX3211  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 LX3211
 LX3211  VERT ORDER  -  FIRST     CLASS II
 LX3211
 LX3211.The horizontal coordinates were scaled from a topographic map and have
 LX3211.an estimated accuracy of +/- 6 seconds.
 LX3211
 LX3211.The orthometric height was determined by differential leveling
 LX3211.and adjusted by the National Geodetic Survey in June 1991..
 LX3211
 LX3211.The geoid height was determined by GEOID03.
 LX3211
 LX3211.The dynamic height is computed by dividing the NAVD 88
 LX3211.geopotential number by the normal gravity value computed on the
 LX3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3211.degrees latitude (g = 980.6199 gals.).
 LX3211
 LX3211.The modeled gravity was interpolated from observed gravity values.
 LX3211
 LX3211;                    North         East    Units  Estimated Accuracy
 LX3211;SPC CT       -   256,410.      362,450.      MT  (+/- 180 meters Scaled)
 LX3211
 LX3211                          SUPERSEDED SURVEY CONTROL
 LX3211
 LX3211.No superseded survey control is available for this station.
 LX3211
 LX3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM446281(NAD 83)
 LX3211_MARKER: DD = SURVEY DISK
 LX3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3211_SP_SET: CONCRETE POST
 LX3211_STAMPING: 3283
 LX3211_MARK LOGO: CTGS  
 LX3211_PROJECTION: RECESSED 5 CENTIMETERS
 LX3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3211+STABILITY: SURFACE MOTION
 LX3211
 LX3211  HISTORY     - Date     Condition        Report By
 LX3211  HISTORY     - 1962     MONUMENTED       CTGS
 LX3211  HISTORY     - 1986     GOOD             NGS
 LX3211
 LX3211                          STATION DESCRIPTION
 LX3211
 LX3211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3211'1.7 KM (1.05 MI) SOUTH FROM HAMPTON.
 LX3211'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3211'HAMPTON TO THE MARK ON THE LEFT, 5.18 METERS (17.0 FT) EAST OF THE
 LX3211'CENTERLINE OF THE HIGHWAY, 21.49 METERS (70.5 FT) NORTHEAST OF AND
 LX3211'ACROSS THE HIGHWAY FROM UTILITY POLE NO. 710, 5.97 METERS (19.6 FT)
 LX3211'NORTH OF THE NORTH END OF THE EAST HEADWALL OF A CULVERT UNDER THE
 LX3211'HIGHWAY.
 LX3211'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3210 ***********************************************************************
 LX3210  DESIGNATION -  3284
 LX3210  PID         -  LX3210
 LX3210  STATE/COUNTY-  CT/WINDHAM
 LX3210  USGS QUAD   -  HAMPTON (1984)
 LX3210
 LX3210                         *CURRENT SURVEY CONTROL
 LX3210  ___________________________________________________________________
 LX3210* NAD 83(1986)-  41 46 09.     (N)    072 03 21.     (W)     SCALED    
 LX3210* NAVD 88     -       157.020  (meters)     515.16   (feet)  ADJUSTED  
 LX3210  ___________________________________________________________________
 LX3210  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX3210  DYNAMIC HT  -         156.964 (meters)     514.97  (feet)  COMP
 LX3210  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 LX3210
 LX3210  VERT ORDER  -  FIRST     CLASS II
 LX3210
 LX3210.The horizontal coordinates were scaled from a topographic map and have
 LX3210.an estimated accuracy of +/- 6 seconds.
 LX3210
 LX3210.The orthometric height was determined by differential leveling
 LX3210.and adjusted by the National Geodetic Survey in June 1991..
 LX3210
 LX3210.The geoid height was determined by GEOID03.
 LX3210
 LX3210.The dynamic height is computed by dividing the NAVD 88
 LX3210.geopotential number by the normal gravity value computed on the
 LX3210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3210.degrees latitude (g = 980.6199 gals.).
 LX3210
 LX3210.The modeled gravity was interpolated from observed gravity values.
 LX3210
 LX3210;                    North         East    Units  Estimated Accuracy
 LX3210;SPC CT       -   256,570.      362,520.      MT  (+/- 180 meters Scaled)
 LX3210
 LX3210                          SUPERSEDED SURVEY CONTROL
 LX3210
 LX3210.No superseded survey control is available for this station.
 LX3210
 LX3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM447283(NAD 83)
 LX3210_MARKER: DD = SURVEY DISK
 LX3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3210_SP_SET: CONCRETE POST
 LX3210_STAMPING: 3284
 LX3210_MARK LOGO: CTGS  
 LX3210_PROJECTION: RECESSED 5 CENTIMETERS
 LX3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3210+STABILITY: SURFACE MOTION
 LX3210
 LX3210  HISTORY     - Date     Condition        Report By
 LX3210  HISTORY     - 1962     MONUMENTED       CTGS
 LX3210  HISTORY     - 1986     GOOD             NGS
 LX3210
 LX3210                          STATION DESCRIPTION
 LX3210
 LX3210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3210'1.5 KM (0.95 MI) SOUTH FROM HAMPTON.
 LX3210'1.5 KM (0.95 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3210'HAMPTON TO THE MARK ON THE LEFT, 7.32 METERS (24.0 FT) EAST OF THE
 LX3210'CENTERLINE OF THE HIGHWAY, 25.15 METERS (82.5 FT) NORTH OF THE
 LX3210'EXTENDED CENTERLINE OF FISK ROAD, 17.68 METERS (58.0 FT) SOUTHEAST OF
 LX3210'AND ACROSS THE HIGHWY FROM UTILITY POLE NO. 106, 4.36 METERS
 LX3210'(14.3 FT) SOUTHWEST OF A LONE 10-INCH PEAR TREE.
 LX3210'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1797 ***********************************************************************
 LW1797  DESIGNATION -  3287
 LW1797  PID         -  LW1797
 LW1797  STATE/COUNTY-  CT/WINDHAM
 LW1797  USGS QUAD   -  PLAINFIELD (1983)
 LW1797
 LW1797                         *CURRENT SURVEY CONTROL
 LW1797  ___________________________________________________________________
 LW1797* NAD 83(1996)-  41 41 18.     (N)    071 56 54.     (W)     SCALED    
 LW1797* NAVD 88     -        62.031  (meters)     203.51   (feet)  ADJUSTED  
 LW1797  ___________________________________________________________________
 LW1797  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW1797  DYNAMIC HT  -          62.010 (meters)     203.44  (feet)  COMP
 LW1797  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW1797
 LW1797  VERT ORDER  -  FIRST     CLASS II
 LW1797
 LW1797.The horizontal coordinates were scaled from a topographic map and have
 LW1797.an estimated accuracy of +/- 6 seconds.
 LW1797
 LW1797.The orthometric height was determined by differential leveling
 LW1797.and adjusted by the National Geodetic Survey in June 1991..
 LW1797
 LW1797.The geoid height was determined by GEOID03.
 LW1797
 LW1797.The dynamic height is computed by dividing the NAVD 88
 LW1797.geopotential number by the normal gravity value computed on the
 LW1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1797.degrees latitude (g = 980.6199 gals.).
 LW1797
 LW1797.The modeled gravity was interpolated from observed gravity values.
 LW1797
 LW1797;                    North         East    Units  Estimated Accuracy
 LW1797;SPC CT       -   247,670.      371,540.      MT  (+/- 180 meters Scaled)
 LW1797
 LW1797                          SUPERSEDED SURVEY CONTROL
 LW1797
 LW1797  NGVD 29 (07/19/86)   62.1    (m)          204.     (f) VERT ANG       
 LW1797
 LW1797.Superseded values are not recommended for survey control.
 LW1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1797.See file dsdata.txt to determine how the superseded data were derived.
 LW1797
 LW1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG546193(NAD 83)
 LW1797_MARKER: DD = SURVEY DISK
 LW1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1797_SP_SET: CONCRETE POST
 LW1797_STAMPING: 3287
 LW1797_MARK LOGO: CTGS  
 LW1797_PROJECTION: RECESSED 10 CENTIMETERS
 LW1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1797+STABILITY: SURFACE MOTION
 LW1797
 LW1797  HISTORY     - Date     Condition        Report By
 LW1797  HISTORY     - 1975     MONUMENTED       CTGS
 LW1797  HISTORY     - 1986     GOOD             NGS
 LW1797
 LW1797                          STATION DESCRIPTION
 LW1797
 LW1797'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW1797'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST OF THE
 LW1797'JUNCTION OF CONNECTICUT ROUTES 14 AND 12 IN CENTRAL VILLAGE,
 LW1797'1-3/4 MILES WEST OF THE JUNCTION OF CONNECTICUT ROUTES 14A
 LW1797'AND 12 IN PLAINFIELD CENTER AND 1-1/2 MILES SOUTHEAST OF THE
 LW1797'JUNCTION OF CONNECTICUT ROUTES 14 AND 169 IN CANTERBURY CENTER.
 LW1797'
 LW1797'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT
 LW1797'ROUTES 14A AND 12 IN PLAINFIELD CENTER, GO WESTERLY ON
 LW1797'CONNECTICUT ROUTE 14A FOR 1.8 MILES TO THE STATION ON THE
 LW1797'RIGHT SIDE OF THE ROAD ON TOP OF A 4 FOOT BANK.  THE
 LW1797'STATION IS 300 FEET EASTERLY OF EXLEY ROAD.
 LW1797'
 LW1797'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LW1797'SURVEY BRONZE DISK, STAMPED 3287, SET IN THE TOP OF A 6 INCH
 LW1797'BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE
 LW1797'TOP IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 LW1797'95.7 FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE 68,
 LW1797'46 FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 14A
 LW1797'AND 18.5 FEET EAST OF THE EAST END OF A STONE WALL RUNNING
 LW1797'PARALLEL WITH THE ROAD AT A BARWAY OPENING.
 LW1797'
 LW1797'REFERENCE POINT 1 IS THE SOUTHEAST CORNER OF A CINDER BLOCK
 LW1797'BARN.  HELD THE END OF THE TAPE ON THE BOTTOM OF THE THIRD
 LW1797'BLOCK DOWN FROM THE ROOF LINE.  IT IS 81 FEET NORTH OF THE
 LW1797'CENTERLINE OF CONNECTICUT ROUTE 14A AND 77 FEET NORTHEAST OF
 LW1797'THE EAST END OF A STONE WALL RUNNING PARALLEL WITH THE
 LW1797'ROAD AT A BARWAY OPENING.
 LW1797'
 LW1797'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW1797'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE FACE
 LW1797'OF A BOULDER IN A STONE WALL RUNNING PARALLEL WITH THE NORTH
 LW1797'SIDE OF THE ROAD.  IT IS 50 FEET NORTH OF THE CENTERLINE OF
 LW1797'THE ROAD, 35.3 FEET EAST OF THE WEST END OF THE STONE WALL AT
 LW1797'A BARWAY AND 111 FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER
 LW1797'POLE 68.  IT PROJECTS 8 INCHES ABOVE THE GROUND.
 LW1797'
 LW1797'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW1797'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN A
 LW1797'BOULDER AT THE END OF A STONE WALL THAT BEGINS ON THE WEST SIDE
 LW1797'OF A BARWAY.  IT IS 50 FEET NORTH OF THE CENTERLINE OF THE
 LW1797'ROAD, 82.6 FEET NORTH OF CONNECTICUT LIGHT AND POWER POLE
 LW1797'68 AND 23 FEET FROM THE WESTERLY END OF A STONE WALL RUNNING
 LW1797'PARALLEL WITH THE ROAD.
 LW1797'
 LW1797'1305X (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LW1797'AND STATE SURVEY BRONZE DISK, STAMPED 1305X, SET IN THE TOP
 LW1797'OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE
 LW1797'POST.  THE TOP IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LW1797'64.2 FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 14A,
 LW1797'37.1 FEET WEST OF THE CENTERLINE OF EXLEY ROAD AND 54.8 FEET
 LW1797'WEST OF CONNECTICUT LIGHT AND POWER POLE 765.  IT IS ABOUT
 LW1797'356 FEET WEST OF THE STATION.
 LW1797'
 LW1797'1306 (CGS) (AZIMUTH MARK) THE STATION MARK IS A U.S. COAST
 LW1797'AND GEODETIC SURVEY AND STATE SURVEY BRONZE DISK, STAMPED 1306,
 LW1797'SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED
 LW1797'CONCRETE POST.  THE TOP IS FLUSH WITH THE SURFACE OF THE
 LW1797'GROUND.  IT IS 16.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 LW1797'66.5 FEET SOUTHEAST OF CONNECTICUT LIGHT AND POWER POLE 59,
 LW1797'129 FEET EAST OF WHERE THE EASTERLY RANGE OF A ONE STORY
 LW1797'FRAME HOUSE ON THE NORTH SIDE OF THE ROAD MEETS THE EDGE OF
 LW1797'THE ROAD, 167.2 FEET EAST OF WHERE THE EASTERLY RANGE OF A 2
 LW1797'STORY FRAME HOUSE MEETS THE SOUTH SIDE OF THE ROAD, 46.5
 LW1797'FEET SOUTHEAST OF THE SOUTHERLY END OF A STONE WALL RUNNING
 LW1797'NORTH FROM THE NORTHERLY SIDE OF THE ROAD AND 156 FEET
 LW1797'SOUTHEAST OF THE CENTER OF THE CONCRETE WELL COVER ON THE
 LW1797'NORTH SIDE OF THE ROAD.
 LW1797'
 LW1797'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
 LW1797
 LW1797                          STATION RECOVERY (1986)
 LW1797
 LW1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1797'2.4 KM (1.5 MI) SE FROM CANTERBURY.
 LW1797'0.8 KM (0.5 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LW1797'STATE HIGHWAY 169 IN CANTERBURY, THENCE 1.6 KM (1.0 MI) SOUTHEAST
 LW1797'ALONG STATE HIGHWAY 14A TO THE MARK ON THE LEFT, 14.02 METERS (46.0
 LW1797'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 29.17 METERS (95.7 FT)
 LW1797'NORTHEAST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 68, 19.20
 LW1797'METERS (63.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A CINDER BLOCK
 LW1797'BARN.
 LW1797'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2749 ***********************************************************************
 LX2749  DESIGNATION -  3294
 LX2749  PID         -  LX2749
 LX2749  STATE/COUNTY-  CT/HARTFORD
 LX2749  USGS QUAD   -  NEW BRITAIN (1992)
 LX2749
 LX2749                         *CURRENT SURVEY CONTROL
 LX2749  ___________________________________________________________________
 LX2749* NAD 83(1986)-  41 39 03.     (N)    072 52 21.     (W)     SCALED    
 LX2749* NAVD 88     -        53.318  (meters)     174.93   (feet)  ADJUSTED  
 LX2749  ___________________________________________________________________
 LX2749  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2749  DYNAMIC HT  -          53.302 (meters)     174.88  (feet)  COMP
 LX2749  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 LX2749
 LX2749  VERT ORDER  -  FIRST     CLASS II
 LX2749
 LX2749.The horizontal coordinates were scaled from a topographic map and have
 LX2749.an estimated accuracy of +/- 6 seconds.
 LX2749
 LX2749.The orthometric height was determined by differential leveling
 LX2749.and adjusted by the National Geodetic Survey in June 1991..
 LX2749
 LX2749.The geoid height was determined by GEOID03.
 LX2749
 LX2749.The dynamic height is computed by dividing the NAVD 88
 LX2749.geopotential number by the normal gravity value computed on the
 LX2749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2749.degrees latitude (g = 980.6199 gals.).
 LX2749
 LX2749.The modeled gravity was interpolated from observed gravity values.
 LX2749
 LX2749;                    North         East    Units  Estimated Accuracy
 LX2749;SPC CT       -   243,200.      294,600.      MT  (+/- 180 meters Scaled)
 LX2749
 LX2749                          SUPERSEDED SURVEY CONTROL
 LX2749
 LX2749.No superseded survey control is available for this station.
 LX2749
 LX2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM771131(NAD 83)
 LX2749_MARKER: DD = SURVEY DISK
 LX2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2749_SP_SET: CONCRETE POST
 LX2749_STAMPING: 3294
 LX2749_MARK LOGO: CTGS  
 LX2749_PROJECTION: RECESSED 5 CENTIMETERS
 LX2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2749+STABILITY: SURFACE MOTION
 LX2749
 LX2749  HISTORY     - Date     Condition        Report By
 LX2749  HISTORY     - 1963     MONUMENTED       CTGS
 LX2749  HISTORY     - 1985     GOOD             NGS
 LX2749
 LX2749                          STATION DESCRIPTION
 LX2749
 LX2749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2749'0.2 KM (0.1 MI) WEST FROM PLAINVILLE.
 LX2749'0.2 KM (0.1 MI) WEST ALONG STATE HIGHWAY 177 (TOWN LINE ROAD) FROM THE
 LX2749'JUNCTION OF STATE HIGHWAY 10 IN PLAINVILLE TO THE MARK ON THE RIGHT,
 LX2749'AT A RAILROAD CROSSING, IN THE NORTHEAST ANGLE OF THE INTERSECTION,
 LX2749'5.70 METERS (18.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 LX2749'HIGHWAY, 34.81 METERS (114.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF
 LX2749'A ONE STORY BRICK BUILDING (CENCONN ADVERTISING AND DISPLAY COMPANY),
 LX2749'25.45 METERS (83.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LX2749'BUILDING, 0.91 METER (3.0 FT) EAST OF THE EAST RAIL.
 LX2749'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2450 ***********************************************************************
 LX2450  DESIGNATION -  33
 LX2450  PID         -  LX2450
 LX2450  STATE/COUNTY-  CT/LITCHFIELD
 LX2450  USGS QUAD   -  TORRINGTON (1984)
 LX2450
 LX2450                         *CURRENT SURVEY CONTROL
 LX2450  ___________________________________________________________________
 LX2450* NAD 83(1986)-  41 50 39.     (N)    073 05 48.     (W)     SCALED    
 LX2450* NAVD 88     -       227.695  (meters)     747.03   (feet)  ADJUSTED  
 LX2450  ___________________________________________________________________
 LX2450  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2450  DYNAMIC HT  -         227.618 (meters)     746.78  (feet)  COMP
 LX2450  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX2450
 LX2450  VERT ORDER  -  FIRST     CLASS II
 LX2450
 LX2450.The horizontal coordinates were scaled from a topographic map and have
 LX2450.an estimated accuracy of +/- 6 seconds.
 LX2450
 LX2450.The orthometric height was determined by differential leveling
 LX2450.and adjusted by the National Geodetic Survey in June 1991..
 LX2450
 LX2450.The geoid height was determined by GEOID03.
 LX2450
 LX2450.The dynamic height is computed by dividing the NAVD 88
 LX2450.geopotential number by the normal gravity value computed on the
 LX2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2450.degrees latitude (g = 980.6199 gals.).
 LX2450
 LX2450.The modeled gravity was interpolated from observed gravity values.
 LX2450
 LX2450;                    North         East    Units  Estimated Accuracy
 LX2450;SPC CT       -   264,720.      276,010.      MT  (+/- 180 meters Scaled)
 LX2450
 LX2450                          SUPERSEDED SURVEY CONTROL
 LX2450
 LX2450.No superseded survey control is available for this station.
 LX2450
 LX2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM580342(NAD 83)
 LX2450_MARKER: DD = SURVEY DISK
 LX2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2450_SP_SET: CONCRETE POST
 LX2450_STAMPING: 33
 LX2450_MARK LOGO: CTGS  
 LX2450_PROJECTION: RECESSED 8 CENTIMETERS
 LX2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2450+STABILITY: SURFACE MOTION
 LX2450
 LX2450  HISTORY     - Date     Condition        Report By
 LX2450  HISTORY     - UNK      MONUMENTED       CTGS
 LX2450  HISTORY     - 1985     GOOD             NGS
 LX2450
 LX2450                          STATION DESCRIPTION
 LX2450
 LX2450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2450'4.3 KM (2.7 MI) NORTH FROM TORRINGTON.
 LX2450'4.2 KM (2.65 MI) NORTH ALONG COUNTY ROAD 800 (MAIN STREET) FROM THE
 LX2450'JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON TO THE MARK ON THE
 LX2450'RIGHT, 6.24 METERS (20.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2450'33.25 METERS (109.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SINGLE
 LX2450'STORY FRAME HOUSE, BOX 1470, 3.0 METERS (9.5 FT) NORTH OF A 30-CM
 LX2450'(12-INCH) MAPLE TREE.
 LX2450'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2450'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2635 ***********************************************************************
 LX2635  DESIGNATION -  330
 LX2635  PID         -  LX2635
 LX2635  STATE/COUNTY-  CT/MIDDLESEX
 LX2635  USGS QUAD   -  DEEP RIVER (1971)
 LX2635
 LX2635                         *CURRENT SURVEY CONTROL
 LX2635  ___________________________________________________________________
 LX2635* NAD 83(1986)-  41 24 04.     (N)    072 27 23.     (W)     SCALED    
 LX2635* NAVD 88     -        21.411  (meters)      70.25   (feet)  ADJUSTED  
 LX2635  ___________________________________________________________________
 LX2635  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX2635  DYNAMIC HT  -          21.404 (meters)      70.22  (feet)  COMP
 LX2635  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LX2635
 LX2635  VERT ORDER  -  FIRST     CLASS II
 LX2635
 LX2635.The horizontal coordinates were scaled from a topographic map and have
 LX2635.an estimated accuracy of +/- 6 seconds.
 LX2635
 LX2635.The orthometric height was determined by differential leveling
 LX2635.and adjusted by the National Geodetic Survey in June 1991..
 LX2635
 LX2635.The geoid height was determined by GEOID03.
 LX2635
 LX2635.The dynamic height is computed by dividing the NAVD 88
 LX2635.geopotential number by the normal gravity value computed on the
 LX2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2635.degrees latitude (g = 980.6199 gals.).
 LX2635
 LX2635.The modeled gravity was interpolated from observed gravity values.
 LX2635
 LX2635;                    North         East    Units  Estimated Accuracy
 LX2635;SPC CT       -   215,500.      329,350.      MT  (+/- 180 meters Scaled)
 LX2635
 LX2635                          SUPERSEDED SURVEY CONTROL
 LX2635
 LX2635.No superseded survey control is available for this station.
 LX2635
 LX2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL126864(NAD 83)
 LX2635_MARKER: DD = SURVEY DISK
 LX2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2635_SP_SET: CONCRETE POST
 LX2635_STAMPING: 330
 LX2635_MARK LOGO: CTGS  
 LX2635_PROJECTION: RECESSED 3 CENTIMETERS
 LX2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2635+STABILITY: SURFACE MOTION
 LX2635
 LX2635  HISTORY     - Date     Condition        Report By
 LX2635  HISTORY     - UNK      MONUMENTED       CTGS
 LX2635  HISTORY     - 1985     GOOD             NGS
 LX2635  HISTORY     - 19891216 GOOD             USPSQD
 LX2635
 LX2635                          STATION DESCRIPTION
 LX2635
 LX2635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2635'0.6 KM (0.4 MI) WEST FROM CHESTER.
 LX2635'0.6 KM (0.4 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2635'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE RIGHT, 6.2 METERS
 LX2635'(20.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 14.0 METERS (46.0
 LX2635'FT) EAST OF POWER POLE 220, 2.8 METERS (9.2 FT) SOUTH OF A STONE
 LX2635'RETAINING WALL.
 LX2635'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2635
 LX2635                          STATION RECOVERY (1989)
 LX2635
 LX2635'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3095 ***********************************************************************
 LX3095  DESIGNATION -  3301
 LX3095  PID         -  LX3095
 LX3095  STATE/COUNTY-  CT/HARTFORD
 LX3095  USGS QUAD   -  MARLBOROUGH (1984)
 LX3095
 LX3095                         *CURRENT SURVEY CONTROL
 LX3095  ___________________________________________________________________
 LX3095* NAD 83(1986)-  41 38 29.     (N)    072 26 24.     (W)     SCALED    
 LX3095* NAVD 88     -        97.498  (meters)     319.87   (feet)  ADJUSTED  
 LX3095  ___________________________________________________________________
 LX3095  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3095  DYNAMIC HT  -          97.466 (meters)     319.77  (feet)  COMP
 LX3095  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 LX3095
 LX3095  VERT ORDER  -  FIRST     CLASS II
 LX3095
 LX3095.The horizontal coordinates were scaled from a topographic map and have
 LX3095.an estimated accuracy of +/- 6 seconds.
 LX3095
 LX3095.The orthometric height was determined by differential leveling
 LX3095.and adjusted by the National Geodetic Survey in June 1991..
 LX3095
 LX3095.The geoid height was determined by GEOID03.
 LX3095
 LX3095.The dynamic height is computed by dividing the NAVD 88
 LX3095.geopotential number by the normal gravity value computed on the
 LX3095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3095.degrees latitude (g = 980.6199 gals.).
 LX3095
 LX3095.The modeled gravity was interpolated from observed gravity values.
 LX3095
 LX3095;                    North         East    Units  Estimated Accuracy
 LX3095;SPC CT       -   242,190.      330,630.      MT  (+/- 180 meters Scaled)
 LX3095
 LX3095                          SUPERSEDED SURVEY CONTROL
 LX3095
 LX3095.No superseded survey control is available for this station.
 LX3095
 LX3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM132131(NAD 83)
 LX3095_MARKER: DD = SURVEY DISK
 LX3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3095_SP_SET: CONCRETE POST
 LX3095_STAMPING: 3301
 LX3095_MARK LOGO: CTGS  
 LX3095_PROJECTION: FLUSH
 LX3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3095+STABILITY: SURFACE MOTION
 LX3095
 LX3095  HISTORY     - Date     Condition        Report By
 LX3095  HISTORY     - 1963     MONUMENTED       CTGS
 LX3095  HISTORY     - 1986     GOOD             NGS
 LX3095
 LX3095                          STATION DESCRIPTION
 LX3095
 LX3095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3095'2.3 KM (1.4 MI) EAST FROM MARLBOROUGH.
 LX3095'2.3 KM (1.4 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3095'MARLBOROUGH TO THE MARK ON THE RIGHT, 6.2 METERS (20.4 FT) SOUTHEAST
 LX3095'OF THE CENTERLINE OF THE HIGHWAY, 6.7 METERS (22.2 FT) NORTH OF POWER
 LX3095'POLE NUMBER 298.
 LX3095'THE MARK IS 0.24 METERS  SW FROM  A WITNESS POST
 LX3095'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2636 ***********************************************************************
 LX2636  DESIGNATION -  331
 LX2636  PID         -  LX2636
 LX2636  STATE/COUNTY-  CT/MIDDLESEX
 LX2636  USGS QUAD   -  DEEP RIVER (1971)
 LX2636
 LX2636                         *CURRENT SURVEY CONTROL
 LX2636  ___________________________________________________________________
 LX2636* NAD 83(1986)-  41 23 58.     (N)    072 27 40.     (W)     SCALED    
 LX2636* NAVD 88     -        23.037  (meters)      75.58   (feet)  ADJUSTED  
 LX2636  ___________________________________________________________________
 LX2636  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX2636  DYNAMIC HT  -          23.029 (meters)      75.55  (feet)  COMP
 LX2636  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LX2636
 LX2636  VERT ORDER  -  FIRST     CLASS II
 LX2636
 LX2636.The horizontal coordinates were scaled from a topographic map and have
 LX2636.an estimated accuracy of +/- 6 seconds.
 LX2636
 LX2636.The orthometric height was determined by differential leveling
 LX2636.and adjusted by the National Geodetic Survey in June 1991..
 LX2636
 LX2636.The geoid height was determined by GEOID03.
 LX2636
 LX2636.The dynamic height is computed by dividing the NAVD 88
 LX2636.geopotential number by the normal gravity value computed on the
 LX2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2636.degrees latitude (g = 980.6199 gals.).
 LX2636
 LX2636.The modeled gravity was interpolated from observed gravity values.
 LX2636
 LX2636;                    North         East    Units  Estimated Accuracy
 LX2636;SPC CT       -   215,310.      328,960.      MT  (+/- 180 meters Scaled)
 LX2636
 LX2636                          SUPERSEDED SURVEY CONTROL
 LX2636
 LX2636.No superseded survey control is available for this station.
 LX2636
 LX2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL122862(NAD 83)
 LX2636_MARKER: DD = SURVEY DISK
 LX2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2636_SP_SET: CONCRETE POST
 LX2636_STAMPING: 331
 LX2636_MARK LOGO: CTGS  
 LX2636_PROJECTION: RECESSED 5 CENTIMETERS
 LX2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2636+STABILITY: SURFACE MOTION
 LX2636
 LX2636  HISTORY     - Date     Condition        Report By
 LX2636  HISTORY     - UNK      MONUMENTED       CTGS
 LX2636  HISTORY     - 1985     GOOD             NGS
 LX2636  HISTORY     - 1989     GOOD             USPSQD
 LX2636
 LX2636                          STATION DESCRIPTION
 LX2636
 LX2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2636'1.0 KM (0.6 MI) WEST FROM CHESTER.
 LX2636'1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2636'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, 6.8 METERS (22.4
 LX2636'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.1 METERS (33.2 FT)
 LX2636'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE 83, 2.5 METERS (8.3 FT)
 LX2636'WEST OF POWER POLE 232.
 LX2636'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2636
 LX2636                          STATION RECOVERY (1989)
 LX2636
 LX2636'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2644 ***********************************************************************
 LX2644  DESIGNATION -  332
 LX2644  PID         -  LX2644
 LX2644  STATE/COUNTY-  CT/MIDDLESEX
 LX2644  USGS QUAD   -  HADDAM (1971)
 LX2644
 LX2644                         *CURRENT SURVEY CONTROL
 LX2644  ___________________________________________________________________
 LX2644* NAD 83(1986)-  41 23 29.     (N)    072 30 52.     (W)     SCALED    
 LX2644* NAVD 88     -        94.782  (meters)     310.96   (feet)  ADJUSTED  
 LX2644  ___________________________________________________________________
 LX2644  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2644  DYNAMIC HT  -          94.749 (meters)     310.86  (feet)  COMP
 LX2644  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LX2644
 LX2644  VERT ORDER  -  FIRST     CLASS II
 LX2644
 LX2644.The horizontal coordinates were scaled from a topographic map and have
 LX2644.an estimated accuracy of +/- 6 seconds.
 LX2644
 LX2644.The orthometric height was determined by differential leveling
 LX2644.and adjusted by the National Geodetic Survey in June 1991..
 LX2644
 LX2644.The geoid height was determined by GEOID03.
 LX2644
 LX2644.The dynamic height is computed by dividing the NAVD 88
 LX2644.geopotential number by the normal gravity value computed on the
 LX2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2644.degrees latitude (g = 980.6199 gals.).
 LX2644
 LX2644.The modeled gravity was interpolated from observed gravity values.
 LX2644
 LX2644;                    North         East    Units  Estimated Accuracy
 LX2644;SPC CT       -   214,400.      324,500.      MT  (+/- 180 meters Scaled)
 LX2644
 LX2644                          SUPERSEDED SURVEY CONTROL
 LX2644
 LX2644.No superseded survey control is available for this station.
 LX2644
 LX2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL078851(NAD 83)
 LX2644_MARKER: DD = SURVEY DISK
 LX2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2644_SP_SET: CONCRETE POST
 LX2644_STAMPING: 332
 LX2644_MARK LOGO: CTGS  
 LX2644_PROJECTION: FLUSH
 LX2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2644+STABILITY: SURFACE MOTION
 LX2644
 LX2644  HISTORY     - Date     Condition        Report By
 LX2644  HISTORY     - 1935     MONUMENTED       CTGS
 LX2644  HISTORY     - 1985     GOOD             NGS
 LX2644  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX2644
 LX2644                          STATION DESCRIPTION
 LX2644
 LX2644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2644'5.9 KM (3.65 MI) WEST FROM CHESTER.
 LX2644'5.9 KM (3.65 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2644'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, 6.2 METERS (20.4
 LX2644'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15.4 METERS (50.6 FT)
 LX2644'NORTHEAST OF POWER POLE 521, 2.8 METERS (9.2 FT) NORTH OF A STOP SIGN.
 LX2644'THE MARK IS 0.12 METERS  N FROM  A WITNESS POST
 LX2644'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2644
 LX2644                          STATION RECOVERY (1998)
 LX2644
 LX2644'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX2644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3222 ***********************************************************************
 LX3222  DESIGNATION -  3325
 LX3222  PID         -  LX3222
 LX3222  STATE/COUNTY-  CT/NEW LONDON
 LX3222  USGS QUAD   -  UNCASVILLE (1984)
 LX3222
 LX3222                         *CURRENT SURVEY CONTROL
 LX3222  ___________________________________________________________________
 LX3222* NAD 83(1986)-  41 29 54.     (N)    072 01 57.     (W)     SCALED    
 LX3222* NAVD 88     -        14.425  (meters)      47.33   (feet)  ADJUSTED  
 LX3222  ___________________________________________________________________
 LX3222  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX3222  DYNAMIC HT  -          14.419 (meters)      47.31  (feet)  COMP
 LX3222  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 LX3222
 LX3222  VERT ORDER  -  FIRST     CLASS II
 LX3222
 LX3222.The horizontal coordinates were scaled from a topographic map and have
 LX3222.an estimated accuracy of +/- 6 seconds.
 LX3222
 LX3222.The orthometric height was determined by differential leveling
 LX3222.and adjusted by the National Geodetic Survey in June 1991..
 LX3222
 LX3222.The geoid height was determined by GEOID03.
 LX3222
 LX3222.The dynamic height is computed by dividing the NAVD 88
 LX3222.geopotential number by the normal gravity value computed on the
 LX3222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3222.degrees latitude (g = 980.6199 gals.).
 LX3222
 LX3222.The modeled gravity was interpolated from observed gravity values.
 LX3222
 LX3222;                    North         East    Units  Estimated Accuracy
 LX3222;SPC CT       -   226,500.      364,710.      MT  (+/- 180 meters Scaled)
 LX3222
 LX3222                          SUPERSEDED SURVEY CONTROL
 LX3222
 LX3222.No superseded survey control is available for this station.
 LX3222
 LX3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL476983(NAD 83)
 LX3222_MARKER: DD = SURVEY DISK
 LX3222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3222_SP_SET: CONCRETE POST
 LX3222_STAMPING: 3325
 LX3222_MARK LOGO: CTGS  
 LX3222_PROJECTION: FLUSH
 LX3222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3222+STABILITY: SURFACE MOTION
 LX3222
 LX3222  HISTORY     - Date     Condition        Report By
 LX3222  HISTORY     - 1964     MONUMENTED       CTGS
 LX3222  HISTORY     - 1986     GOOD             NGS
 LX3222  HISTORY     - 19901014 GOOD             USPSQD
 LX3222
 LX3222                          STATION DESCRIPTION
 LX3222
 LX3222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3222'4.5 KM (2.8 MI) NW FROM PRESTON.
 LX3222'4.5 KM (2.75 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3222'STATE HIGHWAY 164 IN PRESTON, THENCE 0.8 KM (0.5 MI) SOUTH ALONG STATE
 LX3222'HIGHWAY 117 TO THE MARK ON THE RIGHT.  IT IS 4.14 METERS (13.6 FT)
 LX3222'WEST OF THE CENTERLINE OF THE HIGHWAY, 14.35 METERS (47.1 FT)
 LX3222'SOUTHWEST OF A DRILL HOLE IN THE TOP OF THE SOUTHEAST END OF THE
 LX3222'CONCRETE BRIDGE RAIL AND 14.08 METERS (46.2 FT) SOUTH OF A DRILL HOLE
 LX3222'IN TOP OF THE SOUTHWEST END OF THE CONCRETE RAIL.
 LX3222'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX3222'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3222
 LX3222                          STATION RECOVERY (1990)
 LX3222
 LX3222'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3220 ***********************************************************************
 LX3220  DESIGNATION -  3326
 LX3220  PID         -  LX3220
 LX3220  STATE/COUNTY-  CT/NEW LONDON
 LX3220  USGS QUAD   -  UNCASVILLE (1984)
 LX3220
 LX3220                         *CURRENT SURVEY CONTROL
 LX3220  ___________________________________________________________________
 LX3220* NAD 83(1986)-  41 29 40.     (N)    072 01 44.     (W)     SCALED    
 LX3220* NAVD 88     -        32.256  (meters)     105.83   (feet)  ADJUSTED  
 LX3220  ___________________________________________________________________
 LX3220  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX3220  DYNAMIC HT  -          32.245 (meters)     105.79  (feet)  COMP
 LX3220  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 LX3220
 LX3220  VERT ORDER  -  FIRST     CLASS II
 LX3220
 LX3220.The horizontal coordinates were scaled from a topographic map and have
 LX3220.an estimated accuracy of +/- 6 seconds.
 LX3220
 LX3220.The orthometric height was determined by differential leveling
 LX3220.and adjusted by the National Geodetic Survey in June 1991..
 LX3220
 LX3220.The geoid height was determined by GEOID03.
 LX3220
 LX3220.The dynamic height is computed by dividing the NAVD 88
 LX3220.geopotential number by the normal gravity value computed on the
 LX3220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3220.degrees latitude (g = 980.6199 gals.).
 LX3220
 LX3220.The modeled gravity was interpolated from observed gravity values.
 LX3220
 LX3220;                    North         East    Units  Estimated Accuracy
 LX3220;SPC CT       -   226,070.      365,010.      MT  (+/- 180 meters Scaled)
 LX3220
 LX3220                          SUPERSEDED SURVEY CONTROL
 LX3220
 LX3220.No superseded survey control is available for this station.
 LX3220
 LX3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL480979(NAD 83)
 LX3220_MARKER: DD = SURVEY DISK
 LX3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3220_SP_SET: CONCRETE POST
 LX3220_STAMPING: 3326
 LX3220_MARK LOGO: CTGS  
 LX3220_PROJECTION: FLUSH
 LX3220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3220+STABILITY: SURFACE MOTION
 LX3220
 LX3220  HISTORY     - Date     Condition        Report By
 LX3220  HISTORY     - 1964     MONUMENTED       CTGS
 LX3220  HISTORY     - 1986     GOOD             NGS
 LX3220  HISTORY     - 1989     GOOD             USPSQD
 LX3220  HISTORY     - 19901014 GOOD             USPSQD
 LX3220
 LX3220                          STATION DESCRIPTION
 LX3220
 LX3220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3220'3.9 KM (2.4 MI) NW FROM PRESTON.
 LX3220'3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3220'STATE HIGHWAY 164 IN PRESTON TO THE MARK ON THE LEFT.  IT IS 9.23
 LX3220'METERS (30.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 31.94 METERS
 LX3220'(104.8 FT) SOUTHEAST OF THE SOUTH END OF A WIRE CABLE GUARDRAIL, 27.43
 LX3220'METERS (90.0 FT) NORTHWEST OF THE CENTER OF THE POWERLINE CROSSING AND
 LX3220'2.80 METERS (9.2 FT) SOUTH OF HIGHWAY CURB.
 LX3220'THE MARK IS 0.61 METERS  N FROM  A WITNESS POST
 LX3220'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3220
 LX3220                          STATION RECOVERY (1989)
 LX3220
 LX3220'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3220'RECOVERED IN GOOD CONDITION.
 LX3220
 LX3220                          STATION RECOVERY (1990)
 LX3220
 LX3220'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3428 ***********************************************************************
 LX3428  DESIGNATION -  3333
 LX3428  PID         -  LX3428
 LX3428  STATE/COUNTY-  CT/NEW LONDON
 LX3428  USGS QUAD   -  UNCASVILLE (1984)
 LX3428
 LX3428                         *CURRENT SURVEY CONTROL
 LX3428  ___________________________________________________________________
 LX3428* NAD 83(1986)-  41 22 52.     (N)    072 01 35.     (W)     SCALED    
 LX3428* NAVD 88     -        31.021  (meters)     101.77   (feet)  ADJUSTED  
 LX3428  ___________________________________________________________________
 LX3428  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX3428  DYNAMIC HT  -          31.010 (meters)     101.74  (feet)  COMP
 LX3428  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LX3428
 LX3428  VERT ORDER  -  FIRST     CLASS II
 LX3428
 LX3428.The horizontal coordinates were scaled from a topographic map and have
 LX3428.an estimated accuracy of +/- 6 seconds.
 LX3428
 LX3428.The orthometric height was determined by differential leveling
 LX3428.and adjusted by the National Geodetic Survey in June 1991..
 LX3428
 LX3428.The geoid height was determined by GEOID03.
 LX3428
 LX3428.The dynamic height is computed by dividing the NAVD 88
 LX3428.geopotential number by the normal gravity value computed on the
 LX3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3428.degrees latitude (g = 980.6199 gals.).
 LX3428
 LX3428.The modeled gravity was interpolated from observed gravity values.
 LX3428
 LX3428;                    North         East    Units  Estimated Accuracy
 LX3428;SPC CT       -   213,490.      365,330.      MT  (+/- 180 meters Scaled)
 LX3428
 LX3428                          SUPERSEDED SURVEY CONTROL
 LX3428
 LX3428.No superseded survey control is available for this station.
 LX3428
 LX3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL486853(NAD 83)
 LX3428_MARKER: DD = SURVEY DISK
 LX3428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3428_SP_SET: CONCRETE POST
 LX3428_STAMPING: 3333
 LX3428_MARK LOGO: CTGS  
 LX3428_PROJECTION: RECESSED 5 CENTIMETERS
 LX3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3428+STABILITY: SURFACE MOTION
 LX3428
 LX3428  HISTORY     - Date     Condition        Report By
 LX3428  HISTORY     - 1964     MONUMENTED       CTGS
 LX3428  HISTORY     - 1986     GOOD             NGS
 LX3428  HISTORY     - 1989     GOOD             USPSQD
 LX3428  HISTORY     - 19901014 GOOD             USPSQD
 LX3428
 LX3428                          STATION DESCRIPTION
 LX3428
 LX3428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3428'0.2 KM (0.1 MI) SOUTH FROM CENTER GROTON.
 LX3428'0.2 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION OF
 LX3428'STATE HIGHWAY 184 IN CENTER GROTON TO THE MARK ON THE LEFT, 5.97
 LX3428'METERS (19.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.84 METERS
 LX3428'(29.0 FT) SOUTH OF THE CENTER OF A PRIVATE BLACKTOP DRIVE TO A
 LX3428'ONE-STORY FRAME HOUSE NO. 1101 AND OWNED BY MR. J. ROBINSON, 1.83
 LX3428'METERS (6.0 FT) SOUTH-SOUTHWEST OF A HIGHWAY SIGN (JCT 184), 0.76
 LX3428'METER (2.5 FT) EAST OF THE EAST CURB OF THE HIGHWAY.
 LX3428'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3428
 LX3428                          STATION RECOVERY (1989)
 LX3428
 LX3428'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3428'RECOVERED IN GOOD CONDITION.
 LX3428
 LX3428                          STATION RECOVERY (1990)
 LX3428
 LX3428'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3427 ***********************************************************************
 LX3427  DESIGNATION -  3334
 LX3427  PID         -  LX3427
 LX3427  STATE/COUNTY-  CT/NEW LONDON
 LX3427  USGS QUAD   -  UNCASVILLE (1984)
 LX3427
 LX3427                         *CURRENT SURVEY CONTROL
 LX3427  ___________________________________________________________________
 LX3427* NAD 83(1986)-  41 22 42.     (N)    072 01 35.     (W)     SCALED    
 LX3427* NAVD 88     -        28.390  (meters)      93.14   (feet)  ADJUSTED  
 LX3427  ___________________________________________________________________
 LX3427  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX3427  DYNAMIC HT  -          28.380 (meters)      93.11  (feet)  COMP
 LX3427  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LX3427
 LX3427  VERT ORDER  -  FIRST     CLASS II
 LX3427
 LX3427.The horizontal coordinates were scaled from a topographic map and have
 LX3427.an estimated accuracy of +/- 6 seconds.
 LX3427
 LX3427.The orthometric height was determined by differential leveling
 LX3427.and adjusted by the National Geodetic Survey in June 1991..
 LX3427
 LX3427.The geoid height was determined by GEOID03.
 LX3427
 LX3427.The dynamic height is computed by dividing the NAVD 88
 LX3427.geopotential number by the normal gravity value computed on the
 LX3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3427.degrees latitude (g = 980.6199 gals.).
 LX3427
 LX3427.The modeled gravity was interpolated from observed gravity values.
 LX3427
 LX3427;                    North         East    Units  Estimated Accuracy
 LX3427;SPC CT       -   213,180.      365,330.      MT  (+/- 180 meters Scaled)
 LX3427
 LX3427                          SUPERSEDED SURVEY CONTROL
 LX3427
 LX3427.No superseded survey control is available for this station.
 LX3427
 LX3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL486850(NAD 83)
 LX3427_MARKER: DD = SURVEY DISK
 LX3427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3427_SP_SET: CONCRETE POST
 LX3427_STAMPING: 3334
 LX3427_MARK LOGO: CTGS  
 LX3427_PROJECTION: FLUSH
 LX3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3427+STABILITY: SURFACE MOTION
 LX3427
 LX3427  HISTORY     - Date     Condition        Report By
 LX3427  HISTORY     - 1964     MONUMENTED       CTGS
 LX3427  HISTORY     - 1986     GOOD             NGS
 LX3427  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3427  HISTORY     - 19901014 MARK NOT FOUND   USPSQD
 LX3427
 LX3427                          STATION DESCRIPTION
 LX3427
 LX3427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3427'0.5 KM (0.3 MI) SOUTH FROM CENTER GROTON.
 LX3427'0.5 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION OF
 LX3427'STATE HIGHWAY 184 IN CENTER GROTON TO THE MARK ON THE RIGHT, 6.16
 LX3427'METERS (20.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 51.17
 LX3427'METERS (167.9 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 LX3427'CONCRETE FOUNDATION OF A ONE-STORY FRAME HOUSE OWNED BY MR. E.J.
 LX3427'DUNBAR ON THE EAST SIDE OF THE HIGHWAY, 10.82 METERS (35.5 FT)
 LX3427'SOUTH-SOUTHWEST OF A 1/4-INCH DRILL HOLE IN TOP OF A CONCRETE CATCH
 LX3427'BASIN, 0.79 METER (2.6 FT) NORTHWEST OF THE NORTHWEST CURB OF THE
 LX3427'HIGHWAY.
 LX3427'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3427
 LX3427                          STATION RECOVERY (1989)
 LX3427
 LX3427'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3427'MARK NOT FOUND.
 LX3427
 LX3427                          STATION RECOVERY (1990)
 LX3427
 LX3427'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2543 ***********************************************************************
 LX2543  DESIGNATION -  3337
 LX2543  PID         -  LX2543
 LX2543  STATE/COUNTY-  CT/LITCHFIELD
 LX2543  USGS QUAD   -  NEW PRESTON (1984)
 LX2543
 LX2543                         *CURRENT SURVEY CONTROL
 LX2543  ___________________________________________________________________
 LX2543* NAD 83(1986)-  41 44 54.     (N)    073 20 59.     (W)     SCALED    
 LX2543* NAVD 88     -       361.807  (meters)    1187.03   (feet)  ADJUSTED  
 LX2543  ___________________________________________________________________
 LX2543  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2543  DYNAMIC HT  -         361.673 (meters)    1186.59  (feet)  COMP
 LX2543  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 LX2543
 LX2543  VERT ORDER  -  FIRST     CLASS II
 LX2543
 LX2543.The horizontal coordinates were scaled from a topographic map and have
 LX2543.an estimated accuracy of +/- 6 seconds.
 LX2543
 LX2543.The orthometric height was determined by differential leveling
 LX2543.and adjusted by the National Geodetic Survey in June 1991..
 LX2543
 LX2543.The geoid height was determined by GEOID03.
 LX2543
 LX2543.The dynamic height is computed by dividing the NAVD 88
 LX2543.geopotential number by the normal gravity value computed on the
 LX2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2543.degrees latitude (g = 980.6199 gals.).
 LX2543
 LX2543.The modeled gravity was interpolated from observed gravity values.
 LX2543
 LX2543;                    North         East    Units  Estimated Accuracy
 LX2543;SPC CT       -   254,190.      254,920.      MT  (+/- 180 meters Scaled)
 LX2543
 LX2543                          SUPERSEDED SURVEY CONTROL
 LX2543
 LX2543.No superseded survey control is available for this station.
 LX2543
 LX2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM372231(NAD 83)
 LX2543_MARKER: DD = SURVEY DISK
 LX2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2543_SP_SET: CONCRETE POST
 LX2543_STAMPING: 3337
 LX2543_MARK LOGO: CTGS  
 LX2543_PROJECTION: RECESSED 6 CENTIMETERS
 LX2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2543+STABILITY: SURFACE MOTION
 LX2543
 LX2543  HISTORY     - Date     Condition        Report By
 LX2543  HISTORY     - UNK      MONUMENTED       CTGS
 LX2543  HISTORY     - 1985     GOOD             NGS
 LX2543
 LX2543                          STATION DESCRIPTION
 LX2543
 LX2543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2543'IN WARREN.
 LX2543'IN WARREN, 0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST
 LX2543'OFFICE TO THE MARK ON THE RIGHT, AT THE JUNCTION OF MELIUS ROAD,
 LX2543'8.0 METERS (26.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 27.6
 LX2543'METERS (90.7 FT) SOUTH OF POWER POLE 166, 19.8 METERS (65.0 FT) SOUTH
 LX2543'OF THE CENTER OF MELIUS ROAD, 9.0 METERS (29.5 FT) NORTH OF POWER POLE
 LX2543'165.
 LX2543'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2055 ***********************************************************************
 LX2055  DESIGNATION -  3345
 LX2055  PID         -  LX2055
 LX2055  STATE/COUNTY-  CT/HARTFORD
 LX2055  USGS QUAD   -  BROAD BROOK (1984)
 LX2055
 LX2055                         *CURRENT SURVEY CONTROL
 LX2055  ___________________________________________________________________
 LX2055* NAD 83(1986)-  41 59 28.     (N)    072 36 48.     (W)     SCALED    
 LX2055* NAVD 88     -        46.416  (meters)     152.28   (feet)  ADJUSTED  
 LX2055  ___________________________________________________________________
 LX2055  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX2055  DYNAMIC HT  -          46.402 (meters)     152.24  (feet)  COMP
 LX2055  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 LX2055
 LX2055  VERT ORDER  -  FIRST     CLASS II
 LX2055
 LX2055.The horizontal coordinates were scaled from a topographic map and have
 LX2055.an estimated accuracy of +/- 6 seconds.
 LX2055
 LX2055.The orthometric height was determined by differential leveling
 LX2055.and adjusted by the National Geodetic Survey in June 1991..
 LX2055
 LX2055.The geoid height was determined by GEOID03.
 LX2055
 LX2055.The dynamic height is computed by dividing the NAVD 88
 LX2055.geopotential number by the normal gravity value computed on the
 LX2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2055.degrees latitude (g = 980.6199 gals.).
 LX2055
 LX2055.The modeled gravity was interpolated from observed gravity values.
 LX2055
 LX2055;                    North         East    Units  Estimated Accuracy
 LX2055;SPC CT       -   281,000.      316,130.      MT  (+/- 180 meters Scaled)
 LX2055
 LX2055                          SUPERSEDED SURVEY CONTROL
 LX2055
 LX2055.No superseded survey control is available for this station.
 LX2055
 LX2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM976515(NAD 83)
 LX2055_MARKER: DD = SURVEY DISK
 LX2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2055_SP_SET: CONCRETE POST
 LX2055_STAMPING: 3345
 LX2055_MARK LOGO: CTGS  
 LX2055_PROJECTION: FLUSH
 LX2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2055+STABILITY: SURFACE MOTION
 LX2055
 LX2055  HISTORY     - Date     Condition        Report By
 LX2055  HISTORY     - UNK      MONUMENTED       CTGS
 LX2055  HISTORY     - 1984     GOOD             NGS
 LX2055
 LX2055                          STATION DESCRIPTION
 LX2055
 LX2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2055'1.4 KM (0.85 MI) WEST FROM THOMPSONVILLE.
 LX2055'1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 190 FROM THE EAST END OF THE
 LX2055'HIGHWAY BRIDGE OVER THE CONNECTICUT RIVER IN THOMPSONVILLE, THENCE
 LX2055'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 159 TO THE MARK ON THE
 LX2055'RIGHT, 8.53 METERS (28.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2055'8.74 METERS (28.7 FT) SOUTH OF THE CENTER OF A PAVED DRIVEWAY OF A TWO
 LX2055'STORY HOUSE, 1.73 METERS (5.7 FT) EAST OF POWER POLE 185.
 LX2055'THE MARK IS 0.25 METERS  W FROM A WITNESS POST.
 LX2055'THE MARK IS 1.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3270 ***********************************************************************
 LX3270  DESIGNATION -  3362
 LX3270  PID         -  LX3270
 LX3270  STATE/COUNTY-  CT/HARTFORD
 LX3270  USGS QUAD   -  MARLBOROUGH (1984)
 LX3270
 LX3270                         *CURRENT SURVEY CONTROL
 LX3270  ___________________________________________________________________
 LX3270* NAD 83(1986)-  41 37 35.     (N)    072 26 34.     (W)     SCALED    
 LX3270* NAVD 88     -        92.318  (meters)     302.88   (feet)  ADJUSTED  
 LX3270  ___________________________________________________________________
 LX3270  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX3270  DYNAMIC HT  -          92.287 (meters)     302.78  (feet)  COMP
 LX3270  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LX3270
 LX3270  VERT ORDER  -  FIRST     CLASS II
 LX3270
 LX3270.The horizontal coordinates were scaled from a topographic map and have
 LX3270.an estimated accuracy of +/- 6 seconds.
 LX3270
 LX3270.The orthometric height was determined by differential leveling
 LX3270.and adjusted by the National Geodetic Survey in June 1991..
 LX3270
 LX3270.The geoid height was determined by GEOID03.
 LX3270
 LX3270.The dynamic height is computed by dividing the NAVD 88
 LX3270.geopotential number by the normal gravity value computed on the
 LX3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3270.degrees latitude (g = 980.6199 gals.).
 LX3270
 LX3270.The modeled gravity was interpolated from observed gravity values.
 LX3270
 LX3270;                    North         East    Units  Estimated Accuracy
 LX3270;SPC CT       -   240,520.      330,400.      MT  (+/- 180 meters Scaled)
 LX3270
 LX3270                          SUPERSEDED SURVEY CONTROL
 LX3270
 LX3270.No superseded survey control is available for this station.
 LX3270
 LX3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM130114(NAD 83)
 LX3270_MARKER: DD = SURVEY DISK
 LX3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3270_SP_SET: CONCRETE POST
 LX3270_STAMPING: 3362
 LX3270_MARK LOGO: CTGS  
 LX3270_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3270+STABILITY: SURFACE MOTION
 LX3270
 LX3270  HISTORY     - Date     Condition        Report By
 LX3270  HISTORY     - 1965     MONUMENTED       CTGS
 LX3270  HISTORY     - 1986     GOOD             NGS
 LX3270
 LX3270                          STATION DESCRIPTION
 LX3270
 LX3270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3270'12.4 KM (7.7 MI) NW FROM COLCHESTER.
 LX3270'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3270'COLCHESTER, THENCE 9.5 KM (5.9 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3270'THE MARK ON THE RIGHT, 7.86 METERS (25.8 FT) EAST OF THE CENTERLINE OF
 LX3270'THE NORTHBOUND LANES OF THE HIGHWAY, 18.96 METERS (62.2 FT) NORTHEAST
 LX3270'OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A CATCH BASIN,
 LX3270'1.10 METERS (3.6 FT) EAST OF THE EAST CURB OF THE HIGHWAY.
 LX3270'THE MARK IS 0.40 METERS  W FROM  A WITNESS POST
 LX3270'THE MARK IS 0.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1738 ***********************************************************************
 LW1738  DESIGNATION -  3377 CTGS
 LW1738  PID         -  LW1738
 LW1738  STATE/COUNTY-  CT/NEW LONDON
 LW1738  USGS QUAD   -  OLD MYSTIC (1983)
 LW1738
 LW1738                         *CURRENT SURVEY CONTROL
 LW1738  ___________________________________________________________________
 LW1738* NAD 83(1986)-  41 27 05.     (N)    071 54 09.     (W)     SCALED    
 LW1738* NAVD 88     -        50.677  (meters)     166.26   (feet)  ADJUSTED  
 LW1738  ___________________________________________________________________
 LW1738  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LW1738  DYNAMIC HT  -          50.659 (meters)     166.20  (feet)  COMP
 LW1738  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 LW1738
 LW1738  VERT ORDER  -  FIRST     CLASS II
 LW1738
 LW1738.The horizontal coordinates were scaled from a topographic map and have
 LW1738.an estimated accuracy of +/- 6 seconds.
 LW1738
 LW1738.The orthometric height was determined by differential leveling
 LW1738.and adjusted by the National Geodetic Survey in June 1991..
 LW1738
 LW1738.The geoid height was determined by GEOID03.
 LW1738
 LW1738.The dynamic height is computed by dividing the NAVD 88
 LW1738.geopotential number by the normal gravity value computed on the
 LW1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1738.degrees latitude (g = 980.6199 gals.).
 LW1738
 LW1738.The modeled gravity was interpolated from observed gravity values.
 LW1738
 LW1738;                    North         East    Units  Estimated Accuracy
 LW1738;SPC CT       -   221,390.      375,610.      MT  (+/- 180 meters Scaled)
 LW1738
 LW1738                          SUPERSEDED SURVEY CONTROL
 LW1738
 LW1738.No superseded survey control is available for this station.
 LW1738
 LW1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF575929(NAD 83)
 LW1738_MARKER: DD = SURVEY DISK
 LW1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1738_SP_SET: CONCRETE POST
 LW1738_STAMPING: 3377
 LW1738_MARK LOGO: CTGS  
 LW1738_PROJECTION: RECESSED 10 CENTIMETERS
 LW1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1738+STABILITY: SURFACE MOTION
 LW1738
 LW1738  HISTORY     - Date     Condition        Report By
 LW1738  HISTORY     - UNK      MONUMENTED       CTGS
 LW1738  HISTORY     - 1984     GOOD             NGS
 LW1738  HISTORY     - 19901001 GOOD             USPSQD
 LW1738
 LW1738                          STATION DESCRIPTION
 LW1738
 LW1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1738'1.5 KM (0.95 MI) SE FROM NORTH STONINGTON.
 LW1738'1.5 KM (0.95 MI) SOUTHEAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LW1738'STATE HIGHWAY 210 (COSSADUCK HILL ROAD) IN NORTH STONINGTON TO THE
 LW1738'MARK ON THE RIGHT, BETWEEM UTILITY POLES 210 AND 211 ON THE OPPOSITE
 LW1738'SIDE OF THE HIGHWAY, 4.60 METERS (15.1 FT) SOUTHWEST OF THE CENTERLINE
 LW1738'OF THE HIGHWAY, 31.27 METERS (102.6 FT) SOUTH OF UTILITY POLE 210,
 LW1738'27.55 METERS (90.4 FT) SOUTHEAST OF UTILITY POLE 211.
 LW1738'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 LW1738'THE MARK IS 0.06 M BELOW HIGHWAY.
 LW1738
 LW1738                          STATION RECOVERY (1990)
 LW1738
 LW1738'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1876 ***********************************************************************
 LX1876  DESIGNATION -  338 4 W
 LX1876  PID         -  LX1876
 LX1876  STATE/COUNTY-  CT/FAIRFIELD
 LX1876  USGS QUAD   -  BETHEL (1984)
 LX1876
 LX1876                         *CURRENT SURVEY CONTROL
 LX1876  ___________________________________________________________________
 LX1876* NAD 83(1986)-  41 15 36.     (N)    073 26 08.     (W)     SCALED    
 LX1876* NAVD 88     -       102.803  (meters)     337.28   (feet)  ADJUSTED  
 LX1876  ___________________________________________________________________
 LX1876  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1876  DYNAMIC HT  -         102.769 (meters)     337.17  (feet)  COMP
 LX1876  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LX1876
 LX1876  VERT ORDER  -  FIRST     CLASS II
 LX1876
 LX1876.The horizontal coordinates were scaled from a topographic map and have
 LX1876.an estimated accuracy of +/- 6 seconds.
 LX1876
 LX1876.The orthometric height was determined by differential leveling
 LX1876.and adjusted by the National Geodetic Survey in June 1991..
 LX1876
 LX1876.The geoid height was determined by GEOID03.
 LX1876
 LX1876.The dynamic height is computed by dividing the NAVD 88
 LX1876.geopotential number by the normal gravity value computed on the
 LX1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1876.degrees latitude (g = 980.6199 gals.).
 LX1876
 LX1876.The modeled gravity was interpolated from observed gravity values.
 LX1876
 LX1876;                    North         East    Units  Estimated Accuracy
 LX1876;SPC CT       -   200,010.      247,350.      MT  (+/- 180 meters Scaled)
 LX1876
 LX1876                          SUPERSEDED SURVEY CONTROL
 LX1876
 LX1876.No superseded survey control is available for this station.
 LX1876
 LX1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL310688(NAD 83)
 LX1876_MARKER: DD = SURVEY DISK
 LX1876_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX1876+WITH SETTING: PAVEMENT
 LX1876_SP_SET: CONCRETE STEP
 LX1876_STAMPING: 338 4W 1922
 LX1876_MARK LOGO: USGS  
 LX1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1876+STABILITY: SURFACE MOTION
 LX1876
 LX1876  HISTORY     - Date     Condition        Report By
 LX1876  HISTORY     - 1922     MONUMENTED       USGS
 LX1876  HISTORY     - 1984     GOOD             NGS
 LX1876
 LX1876                          STATION DESCRIPTION
 LX1876
 LX1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1876'8.3 KM (5.25 MI) NORTH FROM WILTON.
 LX1876'8.3 KM (5.15 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1876'WILTON TO THE JUNCTION OF WILRIDGE ROAD AND THE MARK ON THE LEFT, IN
 LX1876'TOP OF THE SOUTH END OF THE BOTTOM STEP OF THE NORTHERN ONE OF TWO
 LX1876'SETS OF STAIRS IN A RETAINING WALL, ALSO 8.0 KM (5.0 MI) SOUTHEAST
 LX1876'ALONG HIGHWAY 7 FROM THE JUNCTION OF STATE HIGHWAY 35 IN RIDGEFIELD,
 LX1876'10.36 METERS (34.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX1876'9.45 METERS (31.0 FT) SOUTH OF THE WILRIDGE ROAD JUNCTION.
 LX1876'THE MARK IS 0.33 METERS  NW FROM A WITNESS POST.
 LX1876'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2449 ***********************************************************************
 LX2449  DESIGNATION -  34
 LX2449  PID         -  LX2449
 LX2449  STATE/COUNTY-  CT/LITCHFIELD
 LX2449  USGS QUAD   -  TORRINGTON (1984)
 LX2449
 LX2449                         *CURRENT SURVEY CONTROL
 LX2449  ___________________________________________________________________
 LX2449* NAD 83(1986)-  41 50 48.     (N)    073 05 46.     (W)     SCALED    
 LX2449* NAVD 88     -       234.994  (meters)     770.98   (feet)  ADJUSTED  
 LX2449  ___________________________________________________________________
 LX2449  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2449  DYNAMIC HT  -         234.915 (meters)     770.72  (feet)  COMP
 LX2449  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX2449
 LX2449  VERT ORDER  -  FIRST     CLASS II
 LX2449
 LX2449.The horizontal coordinates were scaled from a topographic map and have
 LX2449.an estimated accuracy of +/- 6 seconds.
 LX2449
 LX2449.The orthometric height was determined by differential leveling
 LX2449.and adjusted by the National Geodetic Survey in June 1991..
 LX2449
 LX2449.The geoid height was determined by GEOID03.
 LX2449
 LX2449.The dynamic height is computed by dividing the NAVD 88
 LX2449.geopotential number by the normal gravity value computed on the
 LX2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2449.degrees latitude (g = 980.6199 gals.).
 LX2449
 LX2449.The modeled gravity was interpolated from observed gravity values.
 LX2449
 LX2449;                    North         East    Units  Estimated Accuracy
 LX2449;SPC CT       -   265,000.      276,060.      MT  (+/- 180 meters Scaled)
 LX2449
 LX2449                          SUPERSEDED SURVEY CONTROL
 LX2449
 LX2449.No superseded survey control is available for this station.
 LX2449
 LX2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM580345(NAD 83)
 LX2449_MARKER: DD = SURVEY DISK
 LX2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2449_SP_SET: CONCRETE POST
 LX2449_STAMPING: 34
 LX2449_MARK LOGO: CTGS  
 LX2449_PROJECTION: FLUSH
 LX2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2449+STABILITY: SURFACE MOTION
 LX2449
 LX2449  HISTORY     - Date     Condition        Report By
 LX2449  HISTORY     - UNK      MONUMENTED       CTGS
 LX2449  HISTORY     - 1985     GOOD             NGS
 LX2449
 LX2449                          STATION DESCRIPTION
 LX2449
 LX2449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2449'4.5 KM (2.8 MI) NORTH FROM TORRINGTON.
 LX2449'4.5 KM (2.8 MI) NORTH ALONG COUNTY ROAD 800 (MAIN STREET) FROM THE
 LX2449'JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON TO THE MARK ON THE
 LX2449'RIGHT, 0.1 KM (0.05 MI) NORTH OF THE ENTRANCE DRIVE OF A SINGLE STORY
 LX2449'FRAME HOUSE, BOX 1540, 8.38 METERS (27.5 FT) EAST OF THE CENTERLINE OF
 LX2449'THE HIGHWAY, 1.92 METERS (6.3 FT) NORTH-NORTHWEST OF POWER POLE 485.
 LX2449'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 LX2449'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1157 ***********************************************************************
 LX1157  DESIGNATION -  34 M 31
 LX1157  PID         -  LX1157
 LX1157  STATE/COUNTY-  CT/FAIRFIELD
 LX1157  USGS QUAD   -  STAMFORD (1984)
 LX1157
 LX1157                         *CURRENT SURVEY CONTROL
 LX1157  ___________________________________________________________________
 LX1157* NAD 83(1986)-  41 00 40.     (N)    073 37 20.     (W)     SCALED    
 LX1157* NAVD 88     -         2.800  (meters)       9.19   (feet)  ADJUSTED  
 LX1157  ___________________________________________________________________
 LX1157  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX1157  DYNAMIC HT  -           2.800 (meters)       9.19  (feet)  COMP
 LX1157  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LX1157
 LX1157  VERT ORDER  -  FIRST     CLASS I
 LX1157
 LX1157.The horizontal coordinates were scaled from a topographic map and have
 LX1157.an estimated accuracy of +/- 6 seconds.
 LX1157
 LX1157.The orthometric height was determined by differential leveling
 LX1157.and adjusted by the National Geodetic Survey in June 1991..
 LX1157
 LX1157.The geoid height was determined by GEOID03.
 LX1157
 LX1157.The dynamic height is computed by dividing the NAVD 88
 LX1157.geopotential number by the normal gravity value computed on the
 LX1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1157.degrees latitude (g = 980.6199 gals.).
 LX1157
 LX1157.The modeled gravity was interpolated from observed gravity values.
 LX1157
 LX1157;                    North         East    Units  Estimated Accuracy
 LX1157;SPC CT       -   172,510.      231,430.      MT  (+/- 180 meters Scaled)
 LX1157
 LX1157                          SUPERSEDED SURVEY CONTROL
 LX1157
 LX1157  NGVD 29 (??/??/92)    3.14   (m)           10.3    (f) COMPUTED    1 1
 LX1157
 LX1157.Superseded values are not recommended for survey control.
 LX1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1157.See file dsdata.txt to determine how the superseded data were derived.
 LX1157
 LX1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL158409(NAD 83)
 LX1157_MARKER: DB = BENCH MARK DISK
 LX1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1157_SP_SET: RETAINING WALL
 LX1157_STAMPING: M 31 1965
 LX1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1157
 LX1157  HISTORY     - Date     Condition        Report By
 LX1157  HISTORY     - 1965     MONUMENTED       CGS
 LX1157  HISTORY     - 1984     GOOD             USPSQD
 LX1157  HISTORY     - 1988     GOOD             USPSQD
 LX1157  HISTORY     - 1989     GOOD             USPSQD
 LX1157
 LX1157                          STATION DESCRIPTION
 LX1157
 LX1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1157'0.8 MI S FROM GREENWICH.
 LX1157'0.85 MILE SOUTH ALONG THE GREENWICH AVENUE FROM THE POST OFFICE
 LX1157'AT GREENWICH, AT THE SOUTH END OF GREENWICH AND NEAR THE
 LX1157'SOUTHEAST CORNER OF THE INDIAN HARBOR YATCH CLUB, NEAR THE
 LX1157'NORTHWEST CORNER OF A FISHING PIER, SET ON THE TOP OF AND AT THE
 LX1157'WEST END OF A CONCRETE RETAINING WALL WITH A PIPE RAILING, 22
 LX1157'FEET WEST OF THE EXTENDED CENTER LINE OF GREENWICH AVENUE, 3.8
 LX1157'FEET WEST OF THE WEST SIDE OF STEPS LEADING TO FISHING PIER AND
 LX1157'1 1/2 FOOT ABOVE THE LEVEL OF GREENWICH AVENUE.  NOTE-- AT
 LX1157'GREENWICH HARBOR, CONN.
 LX1157
 LX1157                          STATION RECOVERY (1984)
 LX1157
 LX1157'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1157'RECOVERED IN GOOD CONDITION.
 LX1157
 LX1157                          STATION RECOVERY (1988)
 LX1157
 LX1157'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1157'RECOVERED IN GOOD CONDITION.
 LX1157
 LX1157                          STATION RECOVERY (1989)
 LX1157
 LX1157'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3339 ***********************************************************************
 LX3339  DESIGNATION -  3420
 LX3339  PID         -  LX3339
 LX3339  STATE/COUNTY-  CT/NEW LONDON
 LX3339  USGS QUAD   -  MONTVILLE (1983)
 LX3339
 LX3339                         *CURRENT SURVEY CONTROL
 LX3339  ___________________________________________________________________
 LX3339* NAD 83(1996)-  41 22 51.     (N)    072 13 02.     (W)     SCALED    
 LX3339* NAVD 88     -        45.087  (meters)     147.92   (feet)  ADJUSTED  
 LX3339  ___________________________________________________________________
 LX3339  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX3339  DYNAMIC HT  -          45.072 (meters)     147.87  (feet)  COMP
 LX3339  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX3339
 LX3339  VERT ORDER  -  FIRST     CLASS II
 LX3339
 LX3339.The horizontal coordinates were scaled from a topographic map and have
 LX3339.an estimated accuracy of +/- 6 seconds.
 LX3339
 LX3339.The orthometric height was determined by differential leveling
 LX3339.and adjusted by the National Geodetic Survey in June 1991..
 LX3339
 LX3339.The geoid height was determined by GEOID03.
 LX3339
 LX3339.The dynamic height is computed by dividing the NAVD 88
 LX3339.geopotential number by the normal gravity value computed on the
 LX3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3339.degrees latitude (g = 980.6199 gals.).
 LX3339
 LX3339.The modeled gravity was interpolated from observed gravity values.
 LX3339
 LX3339;                    North         East    Units  Estimated Accuracy
 LX3339;SPC CT       -   213,340.      349,370.      MT  (+/- 180 meters Scaled)
 LX3339
 LX3339                          SUPERSEDED SURVEY CONTROL
 LX3339
 LX3339.No superseded survey control is available for this station.
 LX3339
 LX3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL326847(NAD 83)
 LX3339_MARKER: DD = SURVEY DISK
 LX3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3339_SP_SET: CONCRETE POST
 LX3339_STAMPING: 3420
 LX3339_MARK LOGO: CTGS  
 LX3339_PROJECTION: RECESSED 5 CENTIMETERS
 LX3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3339+STABILITY: SURFACE MOTION
 LX3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3339+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 LX3339
 LX3339  HISTORY     - Date     Condition        Report By
 LX3339  HISTORY     - 1968     MONUMENTED       CTGS
 LX3339  HISTORY     - 1986     GOOD             NGS
 LX3339  HISTORY     - 1990     GOOD             USPSQD
 LX3339  HISTORY     - 19991226 GOOD             USPSQD
 LX3339  HISTORY     - 20030430 GOOD             USPSQD
 LX3339  HISTORY     - 20060405 GOOD             USPSQD
 LX3339
 LX3339                          STATION DESCRIPTION
 LX3339
 LX3339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3339'1.8 KM (1.1 MI) NORTH FROM FLANDERS.
 LX3339'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 161 FROM THE INTERSECTION OF
 LX3339'U.S. HIGHWAY 1 IN FLANDERS TO THE MARK ON THE LEFT AND JUST SOUTHEAST
 LX3339'OF THE JUNCTION OF DRABIK ROAD AND OPPOSITE THE CEDAR RIDGE GOLF
 LX3339'COURSE, 5.09 METERS (16.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX3339'HIGHWAY, 20.12 METERS (66.0 FT) SOUTH-SOUTHEAST OF THE EXTENDED
 LX3339'CENTER OF IRVINGDELL PLACE, 10.06 METERS (33.0 FT) NORTHEAST OF THE
 LX3339'CENTER OF DRABIK ROAD, 6.74 METERS (22.1 FT) NORTH-NORTHEAST OF
 LX3339'UTILITY POLE NO. 969, AND 21.03 METERS (69.0 FT) NORTH-NORTHWEST OF
 LX3339'BENCHMARK 4878 CTGS DESCRIBED.
 LX3339'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3339
 LX3339                          STATION RECOVERY (1990)
 LX3339
 LX3339'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3339'RECOVERED IN GOOD CONDITION.
 LX3339
 LX3339                          STATION RECOVERY (1999)
 LX3339
 LX3339'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3339'RECOVERED IN GOOD CONDITION.
 LX3339
 LX3339                          STATION RECOVERY (2003)
 LX3339
 LX3339'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3339'RECOVERED IN GOOD CONDITION.
 LX3339
 LX3339                          STATION RECOVERY (2006)
 LX3339
 LX3339'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1727 ***********************************************************************
 LW1727  DESIGNATION -  3422
 LW1727  PID         -  LW1727
 LW1727  STATE/COUNTY-  CT/NEW LONDON
 LW1727  USGS QUAD   -  OLD MYSTIC (1983)
 LW1727
 LW1727                         *CURRENT SURVEY CONTROL
 LW1727  ___________________________________________________________________
 LW1727* NAD 83(1986)-  41 29 16.     (N)    071 59 02.     (W)     SCALED    
 LW1727* NAVD 88     -        37.799  (meters)     124.01   (feet)  ADJUSTED  
 LW1727  ___________________________________________________________________
 LW1727  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW1727  DYNAMIC HT  -          37.785 (meters)     123.97  (feet)  COMP
 LW1727  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 LW1727
 LW1727  VERT ORDER  -  FIRST     CLASS II
 LW1727
 LW1727.The horizontal coordinates were scaled from a topographic map and have
 LW1727.an estimated accuracy of +/- 6 seconds.
 LW1727
 LW1727.The orthometric height was determined by differential leveling
 LW1727.and adjusted by the National Geodetic Survey in June 1991..
 LW1727
 LW1727.The geoid height was determined by GEOID03.
 LW1727
 LW1727.The dynamic height is computed by dividing the NAVD 88
 LW1727.geopotential number by the normal gravity value computed on the
 LW1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1727.degrees latitude (g = 980.6199 gals.).
 LW1727
 LW1727.The modeled gravity was interpolated from observed gravity values.
 LW1727
 LW1727;                    North         East    Units  Estimated Accuracy
 LW1727;SPC CT       -   225,370.      368,780.      MT  (+/- 180 meters Scaled)
 LW1727
 LW1727                          SUPERSEDED SURVEY CONTROL
 LW1727
 LW1727.No superseded survey control is available for this station.
 LW1727
 LW1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF508972(NAD 83)
 LW1727_MARKER: DD = SURVEY DISK
 LW1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1727_SP_SET: CONCRETE POST
 LW1727_STAMPING: 3422
 LW1727_MARK LOGO: CTDT  
 LW1727_PROJECTION: RECESSED 5 CENTIMETERS
 LW1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1727+STABILITY: SURFACE MOTION
 LW1727
 LW1727  HISTORY     - Date     Condition        Report By
 LW1727  HISTORY     - UNK      MONUMENTED       CTDT
 LW1727  HISTORY     - 1984     GOOD             NGS
 LW1727  HISTORY     - 1986     GOOD             NGS
 LW1727  HISTORY     - 19901001 GOOD             USPSQD
 LW1727
 LW1727                          STATION DESCRIPTION
 LW1727
 LW1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1727'IN PRESTON.
 LW1727'IN PRESTON, ON THE SOUTH SIDE OF THE JUNCTION OF STATE HIGHWAYS 2 AND
 LW1727'164, 6.46 METERS (21.2 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 2,
 LW1727'16.58 METERS (54.4 FT) NORTHEAST OF UTILITY POLE 948, 8.90 METERS
 LW1727'(29.2 FT) NORTHWEST OF A HIGHWAY SIGN (STATE HIGHWAY 164 NORTH AND
 LW1727'STATE HIGHWAY 2 EAST), 5.94 METERS (19.5 FT) EAST OF A DRILL HOLE IN A
 LW1727'HEX HEAD BRASS BOLT IN THE TOP CENTER OF A CONCRETE CATCH BASIN,
 LW1727'0.46 METER (1.5 FT) SOUTH OF HIGHWAY 2 CURB.
 LW1727'THE MARK IS 0.21 METERS  N FROM A WITNESS POST.
 LW1727'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1727
 LW1727                          STATION RECOVERY (1986)
 LW1727
 LW1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1727'RECOVERED IN GOOD CONDITION.
 LW1727
 LW1727                          STATION RECOVERY (1990)
 LW1727
 LW1727'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3337 ***********************************************************************
 LX3337  DESIGNATION -  3422
 LX3337  PID         -  LX3337
 LX3337  STATE/COUNTY-  CT/NEW LONDON
 LX3337  USGS QUAD   -  MONTVILLE (1983)
 LX3337
 LX3337                         *CURRENT SURVEY CONTROL
 LX3337  ___________________________________________________________________
 LX3337* NAD 83(1986)-  41 24 02.     (N)    072 13 26.     (W)     SCALED    
 LX3337* NAVD 88     -        32.243  (meters)     105.78   (feet)  ADJUSTED  
 LX3337  ___________________________________________________________________
 LX3337  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX3337  DYNAMIC HT  -          32.232 (meters)     105.75  (feet)  COMP
 LX3337  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX3337
 LX3337  VERT ORDER  -  FIRST     CLASS II
 LX3337
 LX3337.The horizontal coordinates were scaled from a topographic map and have
 LX3337.an estimated accuracy of +/- 6 seconds.
 LX3337
 LX3337.The orthometric height was determined by differential leveling
 LX3337.and adjusted by the National Geodetic Survey in June 1991..
 LX3337
 LX3337.The geoid height was determined by GEOID03.
 LX3337
 LX3337.The dynamic height is computed by dividing the NAVD 88
 LX3337.geopotential number by the normal gravity value computed on the
 LX3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3337.degrees latitude (g = 980.6199 gals.).
 LX3337
 LX3337.The modeled gravity was interpolated from observed gravity values.
 LX3337
 LX3337;                    North         East    Units  Estimated Accuracy
 LX3337;SPC CT       -   215,530.      348,800.      MT  (+/- 180 meters Scaled)
 LX3337
 LX3337                          SUPERSEDED SURVEY CONTROL
 LX3337
 LX3337.No superseded survey control is available for this station.
 LX3337
 LX3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL320869(NAD 83)
 LX3337_MARKER: DD = SURVEY DISK
 LX3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3337_SP_SET: CONCRETE POST
 LX3337_STAMPING: 3422
 LX3337_MARK LOGO: CTGS  
 LX3337_PROJECTION: RECESSED 5 CENTIMETERS
 LX3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3337+STABILITY: SURFACE MOTION
 LX3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3337+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 LX3337
 LX3337  HISTORY     - Date     Condition        Report By
 LX3337  HISTORY     - 1968     MONUMENTED       CTGS
 LX3337  HISTORY     - 1986     GOOD             NGS
 LX3337  HISTORY     - 1990     GOOD             USPSQD
 LX3337  HISTORY     - 19991226 GOOD             USPSQD
 LX3337  HISTORY     - 20030508 GOOD             USPSQD
 LX3337  HISTORY     - 20060405 GOOD             USPSQD
 LX3337
 LX3337                          STATION DESCRIPTION
 LX3337
 LX3337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3337'3.5 KM (2.2 MI) SOUTH FROM CHESTERFIELD.
 LX3337'3.5 KM (2.2 MI) SOUTH ALONG STATE HIGHWAY 161 FROM THE JUNCTION OF
 LX3337'STATE HIGHWAY 85 IN CHESTERFIELD TO THE MARK ON THE LEFT AND ACROSS
 LX3337'THE HIGHWAY FROM A ROCK LEDGE, AT THE TOE OF SLOPE OF A 10 FT. BANK,
 LX3337'ALSO 4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 161 FROM THE
 LX3337'INTERSECTION OF U.S. HIGHWAY 1 IN FLANDERS, 5.03 METERS (16.5 FT)
 LX3337'EAST OF THE CENTERLINE OF THE HIGHWAY, 1.55 METERS (5.1 FT)
 LX3337'SOUTH-SOUTHWEST OF A NEW UTILITY POLE.
 LX3337'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3337
 LX3337                          STATION RECOVERY (1990)
 LX3337
 LX3337'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3337'RECOVERED IN GOOD CONDITION.
 LX3337
 LX3337                          STATION RECOVERY (1999)
 LX3337
 LX3337'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3337'RECOVERED IN GOOD CONDITION.
 LX3337
 LX3337                          STATION RECOVERY (2003)
 LX3337
 LX3337'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3337'RECOVERED IN GOOD CONDITION.
 LX3337
 LX3337                          STATION RECOVERY (2006)
 LX3337
 LX3337'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3336 ***********************************************************************
 LX3336  DESIGNATION -  3423
 LX3336  PID         -  LX3336
 LX3336  STATE/COUNTY-  CT/NEW LONDON
 LX3336  USGS QUAD   -  MONTVILLE (1983)
 LX3336
 LX3336                         *CURRENT SURVEY CONTROL
 LX3336  ___________________________________________________________________
 LX3336* NAD 83(1986)-  41 24 16.     (N)    072 13 32.     (W)     SCALED    
 LX3336* NAVD 88     -        26.370  (meters)      86.52   (feet)  ADJUSTED  
 LX3336  ___________________________________________________________________
 LX3336  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX3336  DYNAMIC HT  -          26.361 (meters)      86.49  (feet)  COMP
 LX3336  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LX3336
 LX3336  VERT ORDER  -  FIRST     CLASS II
 LX3336
 LX3336.The horizontal coordinates were scaled from a topographic map and have
 LX3336.an estimated accuracy of +/- 6 seconds.
 LX3336
 LX3336.The orthometric height was determined by differential leveling
 LX3336.and adjusted by the National Geodetic Survey in June 1991..
 LX3336
 LX3336.The geoid height was determined by GEOID03.
 LX3336
 LX3336.The dynamic height is computed by dividing the NAVD 88
 LX3336.geopotential number by the normal gravity value computed on the
 LX3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3336.degrees latitude (g = 980.6199 gals.).
 LX3336
 LX3336.The modeled gravity was interpolated from observed gravity values.
 LX3336
 LX3336;                    North         East    Units  Estimated Accuracy
 LX3336;SPC CT       -   215,960.      348,650.      MT  (+/- 180 meters Scaled)
 LX3336
 LX3336                          SUPERSEDED SURVEY CONTROL
 LX3336
 LX3336.No superseded survey control is available for this station.
 LX3336
 LX3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL319873(NAD 83)
 LX3336_MARKER: DD = SURVEY DISK
 LX3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3336_SP_SET: CONCRETE POST
 LX3336_STAMPING: 3423
 LX3336_MARK LOGO: CTGS  
 LX3336_PROJECTION: RECESSED 5 CENTIMETERS
 LX3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3336+STABILITY: SURFACE MOTION
 LX3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3336+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 LX3336
 LX3336  HISTORY     - Date     Condition        Report By
 LX3336  HISTORY     - 1968     MONUMENTED       CTGS
 LX3336  HISTORY     - 1986     GOOD             NGS
 LX3336  HISTORY     - 1989     GOOD             USPSQD
 LX3336  HISTORY     - 19900428 GOOD             USPSQD
 LX3336  HISTORY     - 19901115 GOOD             USPSQD
 LX3336  HISTORY     - 19991226 GOOD             USPSQD
 LX3336  HISTORY     - 20030430 GOOD             USPSQD
 LX3336  HISTORY     - 20060405 GOOD             USPSQD
 LX3336
 LX3336                          STATION DESCRIPTION
 LX3336
 LX3336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3336'3.1 KM (1.9 MI) SOUTH FROM CHESTERFIELD.
 LX3336'3.1 KM (1.9 MI) SOUTH ALONG STATE HIGHWAY 161 FROM THE JUNCTION OF
 LX3336'STATE HIGHWAY 85 IN CHESTERFIELD TO THE MARK ON THE RIGHT, 71.68
 LX3336'METERS (235.17 FT) SOUTH OF THE SOUTHWEST ABUTMENT OF HIGHWAY BRIDGE
 LX3336'OVER CRANBERRY MEADOW BROOK, 7.01 METERS (23.0 FT) WEST OF THE
 LX3336'CENTERLINE OF THE HIGHWAY, 22.46 METERS (73.7 FT) SOUTHWEST OF
 LX3336'UTILITY POLE NO. 5559 WITH ONE GUY WIRE AND STREET LAMP, 16.85 METERS
 LX3336'(55.3 FT) NORTH OF UTILITY POLE NO. 5560 WITH ONE GUY WIRE, AND 71.68
 LX3336'METERS (235.2 FT) SOUTH-SOUTHWEST OF BENCHMARK 5 N 5 CTGS WHICH IS
 LX3336'DESCRIBED.
 LX3336'THE MARK IS 0.12 M BELOW HIGHWAY.
 LX3336
 LX3336                          STATION RECOVERY (1989)
 LX3336
 LX3336'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3336'RECOVERED IN GOOD CONDITION.
 LX3336
 LX3336                          STATION RECOVERY (1990)
 LX3336
 LX3336'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3336'RECOVERED IN GOOD CONDITION.
 LX3336
 LX3336                          STATION RECOVERY (1990)
 LX3336
 LX3336'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3336'RECOVERED IN GOOD CONDITION.
 LX3336
 LX3336                          STATION RECOVERY (1999)
 LX3336
 LX3336'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3336'RECOVERED IN GOOD CONDITION.
 LX3336
 LX3336                          STATION RECOVERY (2003)
 LX3336
 LX3336'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3336'RECOVERED IN GOOD CONDITION.
 LX3336
 LX3336                          STATION RECOVERY (2006)
 LX3336
 LX3336'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1728 ***********************************************************************
 LW1728  DESIGNATION -  3425
 LW1728  PID         -  LW1728
 LW1728  STATE/COUNTY-  CT/NEW LONDON
 LW1728  USGS QUAD   -  OLD MYSTIC (1983)
 LW1728
 LW1728                         *CURRENT SURVEY CONTROL
 LW1728  ___________________________________________________________________
 LW1728* NAD 83(1986)-  41 29 16.     (N)    071 58 32.     (W)     SCALED    
 LW1728* NAVD 88     -        37.864  (meters)     124.23   (feet)  ADJUSTED  
 LW1728  ___________________________________________________________________
 LW1728  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW1728  DYNAMIC HT  -          37.851 (meters)     124.18  (feet)  COMP
 LW1728  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 LW1728
 LW1728  VERT ORDER  -  FIRST     CLASS II
 LW1728
 LW1728.The horizontal coordinates were scaled from a topographic map and have
 LW1728.an estimated accuracy of +/- 6 seconds.
 LW1728
 LW1728.The orthometric height was determined by differential leveling
 LW1728.and adjusted by the National Geodetic Survey in June 1991..
 LW1728
 LW1728.The geoid height was determined by GEOID03.
 LW1728
 LW1728.The dynamic height is computed by dividing the NAVD 88
 LW1728.geopotential number by the normal gravity value computed on the
 LW1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1728.degrees latitude (g = 980.6199 gals.).
 LW1728
 LW1728.The modeled gravity was interpolated from observed gravity values.
 LW1728
 LW1728;                    North         East    Units  Estimated Accuracy
 LW1728;SPC CT       -   225,370.      369,470.      MT  (+/- 180 meters Scaled)
 LW1728
 LW1728                          SUPERSEDED SURVEY CONTROL
 LW1728
 LW1728.No superseded survey control is available for this station.
 LW1728
 LW1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF515971(NAD 83)
 LW1728_MARKER: DD = SURVEY DISK
 LW1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1728_SP_SET: CONCRETE POST
 LW1728_STAMPING: 3425
 LW1728_MARK LOGO: CTDT  
 LW1728_PROJECTION: RECESSED 5 CENTIMETERS
 LW1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1728+STABILITY: SURFACE MOTION
 LW1728
 LW1728  HISTORY     - Date     Condition        Report By
 LW1728  HISTORY     - UNK      MONUMENTED       CTDT
 LW1728  HISTORY     - 1984     GOOD             NGS
 LW1728  HISTORY     - 1986     GOOD             NGS
 LW1728  HISTORY     - 19901001 GOOD             USPSQD
 LW1728
 LW1728                          STATION DESCRIPTION
 LW1728
 LW1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1728'0.7 KM (0.45 MI) EAST FROM PRESTON.
 LW1728'0.7 KM (0.45 MI) EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LW1728'HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT, 6.61 METERS (21.7 FT)
 LW1728'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28.13 METERS (92.3 FT) NORTH
 LW1728'OF THE NORTHWEST CORNER OF A 1-1/2 STORY FRAME HOUSE, 26.21 METERS
 LW1728'(86.0 FT) NORTHWEST OF THE CENTER OF A PAVED DRIVE LEADING TO THE
 LW1728'HOUSE, 21.52 METERS (70.6 FT) NORTHWEST OF UTILITY POLE 974, 0.46
 LW1728'METER (1.5 FT) SOUTH OF A HIGHWAY CURB.
 LW1728'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1728
 LW1728                          STATION RECOVERY (1986)
 LW1728
 LW1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1728'RECOVERED IN GOOD CONDITION.
 LW1728
 LW1728                          STATION RECOVERY (1990)
 LW1728
 LW1728'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1729 ***********************************************************************
 LW1729  DESIGNATION -  3427
 LW1729  PID         -  LW1729
 LW1729  STATE/COUNTY-  CT/NEW LONDON
 LW1729  USGS QUAD   -  OLD MYSTIC (1983)
 LW1729
 LW1729                         *CURRENT SURVEY CONTROL
 LW1729  ___________________________________________________________________
 LW1729* NAD 83(1986)-  41 29 12.     (N)    071 58 18.     (W)     SCALED    
 LW1729* NAVD 88     -        38.112  (meters)     125.04   (feet)  ADJUSTED  
 LW1729  ___________________________________________________________________
 LW1729  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW1729  DYNAMIC HT  -          38.098 (meters)     124.99  (feet)  COMP
 LW1729  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 LW1729
 LW1729  VERT ORDER  -  FIRST     CLASS II
 LW1729
 LW1729.The horizontal coordinates were scaled from a topographic map and have
 LW1729.an estimated accuracy of +/- 6 seconds.
 LW1729
 LW1729.The orthometric height was determined by differential leveling
 LW1729.and adjusted by the National Geodetic Survey in June 1991..
 LW1729
 LW1729.The geoid height was determined by GEOID03.
 LW1729
 LW1729.The dynamic height is computed by dividing the NAVD 88
 LW1729.geopotential number by the normal gravity value computed on the
 LW1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1729.degrees latitude (g = 980.6199 gals.).
 LW1729
 LW1729.The modeled gravity was interpolated from observed gravity values.
 LW1729
 LW1729;                    North         East    Units  Estimated Accuracy
 LW1729;SPC CT       -   225,250.      369,800.      MT  (+/- 180 meters Scaled)
 LW1729
 LW1729                          SUPERSEDED SURVEY CONTROL
 LW1729
 LW1729.No superseded survey control is available for this station.
 LW1729
 LW1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF519970(NAD 83)
 LW1729_MARKER: DD = SURVEY DISK
 LW1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1729_SP_SET: CONCRETE POST
 LW1729_STAMPING: 3427
 LW1729_MARK LOGO: CTDT  
 LW1729_PROJECTION: RECESSED 5 CENTIMETERS
 LW1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1729+STABILITY: SURFACE MOTION
 LW1729
 LW1729  HISTORY     - Date     Condition        Report By
 LW1729  HISTORY     - UNK      MONUMENTED       CTDT
 LW1729  HISTORY     - 1984     GOOD             NGS
 LW1729  HISTORY     - 1986     GOOD             NGS
 LW1729  HISTORY     - 19901001 GOOD             USPSQD
 LW1729
 LW1729                          STATION DESCRIPTION
 LW1729
 LW1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1729'1.0 KM (0.65 MI) EAST FROM PRESTON.
 LW1729'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LW1729'HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 LW1729'WATTSON ROAD LEADING NORTHEAST, 6.70 METERS (22.0 FT) SOUTHWEST OF THE
 LW1729'CENTERLINE OF THE HIGHWAY, 12.68 METERS (41.6 FT) SOUTHEAST OF UTILITY
 LW1729'LINE BRACE POLE 982S WITH TWO GUY WIRES, 4.63 METERS (15.2 FT)
 LW1729'SOUTHEAST OF THE NORTH LEG OF A LAKE OF ISLES SCOUT RESERVATION
 LW1729'HIGHWAY SIGN, 0.46 METER (1.5 FT) SOUTHWEST OF THE HIGHWAY CURB.
 LW1729'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1729
 LW1729                          STATION RECOVERY (1986)
 LW1729
 LW1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1729'RECOVERED IN GOOD CONDITION.
 LW1729
 LW1729                          STATION RECOVERY (1990)
 LW1729
 LW1729'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1730 ***********************************************************************
 LW1730  DESIGNATION -  3431
 LW1730  PID         -  LW1730
 LW1730  STATE/COUNTY-  CT/NEW LONDON
 LW1730  USGS QUAD   -  OLD MYSTIC (1983)
 LW1730
 LW1730                         *CURRENT SURVEY CONTROL
 LW1730  ___________________________________________________________________
 LW1730* NAD 83(1986)-  41 28 52.     (N)    071 57 58.     (W)     SCALED    
 LW1730* NAVD 88     -        42.511  (meters)     139.47   (feet)  ADJUSTED  
 LW1730  ___________________________________________________________________
 LW1730  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LW1730  DYNAMIC HT  -          42.496 (meters)     139.42  (feet)  COMP
 LW1730  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LW1730
 LW1730  VERT ORDER  -  FIRST     CLASS II
 LW1730
 LW1730.The horizontal coordinates were scaled from a topographic map and have
 LW1730.an estimated accuracy of +/- 6 seconds.
 LW1730
 LW1730.The orthometric height was determined by differential leveling
 LW1730.and adjusted by the National Geodetic Survey in June 1991..
 LW1730.WARNING-Repeat measurements at this control monument indicate possible
 LW1730.vertical movement.
 LW1730
 LW1730.The geoid height was determined by GEOID03.
 LW1730
 LW1730.The dynamic height is computed by dividing the NAVD 88
 LW1730.geopotential number by the normal gravity value computed on the
 LW1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1730.degrees latitude (g = 980.6199 gals.).
 LW1730
 LW1730.The modeled gravity was interpolated from observed gravity values.
 LW1730
 LW1730;                    North         East    Units  Estimated Accuracy
 LW1730;SPC CT       -   224,640.      370,270.      MT  (+/- 180 meters Scaled)
 LW1730
 LW1730                          SUPERSEDED SURVEY CONTROL
 LW1730
 LW1730.No superseded survey control is available for this station.
 LW1730
 LW1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF523964(NAD 83)
 LW1730_MARKER: DD = SURVEY DISK
 LW1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1730_SP_SET: CONCRETE POST
 LW1730_STAMPING: 3431
 LW1730_MARK LOGO: CTDT  
 LW1730_PROJECTION: FLUSH
 LW1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1730+STABILITY: SURFACE MOTION
 LW1730
 LW1730  HISTORY     - Date     Condition        Report By
 LW1730  HISTORY     - UNK      MONUMENTED       CTDT
 LW1730  HISTORY     - 1984     GOOD             NGS
 LW1730  HISTORY     - 1986     GOOD             NGS
 LW1730  HISTORY     - 19901001 GOOD             USPSQD
 LW1730
 LW1730                          STATION DESCRIPTION
 LW1730
 LW1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1730'1.8 KM (1.15 MI) EAST FROM PRESTON.
 LW1730'1.8 KM (1.15 MI) EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LW1730'HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT, AT THE WEST END OF A
 LW1730'STEEL CABLE GUARD RAIL, 7.10 METERS (23.3 FT) SOUTHWEST OF THE
 LW1730'CENTERLINE OF THE HIGHWAY, 23.62 METERS (77.5 FT) SOUTHEAST OF UTILITY
 LW1730'POLE 1357 WITH ONE GUY WIRE, 3.99 METERS (13.1 FT) NORTH-NORTHWEST OF
 LW1730'THE CENTER OF A STEEL ANCHOR PLATE FOR GUARD RAIL, 0.30 METER (1.0 FT)
 LW1730'SOUTHWEST OF THE SOUTHWEST EDGE OF THE HIGHWAY.
 LW1730'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1730
 LW1730                          STATION RECOVERY (1986)
 LW1730
 LW1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1730'RECOVERED IN GOOD CONDITION.
 LW1730
 LW1730                          STATION RECOVERY (1990)
 LW1730
 LW1730'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1731 ***********************************************************************
 LW1731  DESIGNATION -  3435
 LW1731  PID         -  LW1731
 LW1731  STATE/COUNTY-  CT/NEW LONDON
 LW1731  USGS QUAD   -  OLD MYSTIC (1983)
 LW1731
 LW1731                         *CURRENT SURVEY CONTROL
 LW1731  ___________________________________________________________________
 LW1731* NAD 83(1986)-  41 28 33.     (N)    071 57 25.     (W)     SCALED    
 LW1731* NAVD 88     -        61.118  (meters)     200.52   (feet)  ADJUSTED  
 LW1731  ___________________________________________________________________
 LW1731  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW1731  DYNAMIC HT  -          61.096 (meters)     200.45  (feet)  COMP
 LW1731  MODELED GRAV-     980,266.9   (mgal)                       NAVD 88
 LW1731
 LW1731  VERT ORDER  -  FIRST     CLASS II
 LW1731
 LW1731.The horizontal coordinates were scaled from a topographic map and have
 LW1731.an estimated accuracy of +/- 6 seconds.
 LW1731
 LW1731.The orthometric height was determined by differential leveling
 LW1731.and adjusted by the National Geodetic Survey in June 1991..
 LW1731
 LW1731.The geoid height was determined by GEOID03.
 LW1731
 LW1731.The dynamic height is computed by dividing the NAVD 88
 LW1731.geopotential number by the normal gravity value computed on the
 LW1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1731.degrees latitude (g = 980.6199 gals.).
 LW1731
 LW1731.The modeled gravity was interpolated from observed gravity values.
 LW1731
 LW1731;                    North         East    Units  Estimated Accuracy
 LW1731;SPC CT       -   224,060.      371,040.      MT  (+/- 180 meters Scaled)
 LW1731
 LW1731                          SUPERSEDED SURVEY CONTROL
 LW1731
 LW1731.No superseded survey control is available for this station.
 LW1731
 LW1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF531958(NAD 83)
 LW1731_MARKER: DD = SURVEY DISK
 LW1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1731_SP_SET: CONCRETE POST
 LW1731_STAMPING: 3435
 LW1731_MARK LOGO: CTDT  
 LW1731_PROJECTION: PROJECTING 5 CENTIMETERS
 LW1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1731+STABILITY: SURFACE MOTION
 LW1731
 LW1731  HISTORY     - Date     Condition        Report By
 LW1731  HISTORY     - UNK      MONUMENTED       CTDT
 LW1731  HISTORY     - 1984     GOOD             NGS
 LW1731  HISTORY     - 1986     GOOD             NGS
 LW1731  HISTORY     - 19901001 GOOD             USPSQD
 LW1731
 LW1731                          STATION DESCRIPTION
 LW1731
 LW1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1731'2.8 KM (1.75 MI) EAST FROM PRESTON.
 LW1731'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LW1731'HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT, EAST OF THE WEST END
 LW1731'OF A STEEL CABLE GUARD RAIL AND BETWEEN UTILITY POLES 5425 AND 5426 ON
 LW1731'THE OPPOSITE SIDE OF THE HIGHWAY, 30.94 METERS (101.5 FT)
 LW1731'SOUTH-SOUTHEAST OF THE WEST END OF THE GUARD RAIL, 1.13 METERS (3.7
 LW1731'FT) SOUTHWEST OF THE HIGHWAY CURB, 0.91 METER (3.0 FT) SOUTHWEST OF A
 LW1731'STEEL GUARD RAIL SUPPORT POST.
 LW1731'THE MARK IS 0.88 METERS  SW FROM A WITNESS POST.
 LW1731'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1731
 LW1731                          STATION RECOVERY (1986)
 LW1731
 LW1731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1731'RECOVERED IN GOOD CONDITION.
 LW1731
 LW1731                          STATION RECOVERY (1990)
 LW1731
 LW1731'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2054 ***********************************************************************
 LX2054  DESIGNATION -  3444
 LX2054  PID         -  LX2054
 LX2054  STATE/COUNTY-  CT/HARTFORD
 LX2054  USGS QUAD   -  BROAD BROOK (1984)
 LX2054
 LX2054                         *CURRENT SURVEY CONTROL
 LX2054  ___________________________________________________________________
 LX2054* NAD 83(1986)-  41 59 40.     (N)    072 36 50.     (W)     SCALED    
 LX2054* NAVD 88     -        23.722  (meters)      77.83   (feet)  ADJUSTED  
 LX2054  ___________________________________________________________________
 LX2054  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2054  DYNAMIC HT  -          23.715 (meters)      77.81  (feet)  COMP
 LX2054  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 LX2054
 LX2054  VERT ORDER  -  FIRST     CLASS II
 LX2054
 LX2054.The horizontal coordinates were scaled from a topographic map and have
 LX2054.an estimated accuracy of +/- 6 seconds.
 LX2054
 LX2054.The orthometric height was determined by differential leveling
 LX2054.and adjusted by the National Geodetic Survey in June 1991..
 LX2054
 LX2054.The geoid height was determined by GEOID03.
 LX2054
 LX2054.The dynamic height is computed by dividing the NAVD 88
 LX2054.geopotential number by the normal gravity value computed on the
 LX2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2054.degrees latitude (g = 980.6199 gals.).
 LX2054
 LX2054.The modeled gravity was interpolated from observed gravity values.
 LX2054
 LX2054;                    North         East    Units  Estimated Accuracy
 LX2054;SPC CT       -   281,370.      316,080.      MT  (+/- 180 meters Scaled)
 LX2054
 LX2054                          SUPERSEDED SURVEY CONTROL
 LX2054
 LX2054.No superseded survey control is available for this station.
 LX2054
 LX2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM976519(NAD 83)
 LX2054_MARKER: DD = SURVEY DISK
 LX2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2054_SP_SET: CONCRETE POST
 LX2054_STAMPING: 3444
 LX2054_MARK LOGO: CTGS  
 LX2054_PROJECTION: RECESSED 8 CENTIMETERS
 LX2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2054+STABILITY: SURFACE MOTION
 LX2054
 LX2054  HISTORY     - Date     Condition        Report By
 LX2054  HISTORY     - UNK      MONUMENTED       CTGS
 LX2054  HISTORY     - 1984     GOOD             NGS
 LX2054
 LX2054                          STATION DESCRIPTION
 LX2054
 LX2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2054'1.8 KM (1.1 MI) WEST FROM THOMPSONVILLE.
 LX2054'1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 190 FROM THE EAST END OF THE
 LX2054'HIGHWAY BRIDGE OVER THE CONNECTICUT RIVER IN THOMPSONVILLE, THENCE
 LX2054'0.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 159 TO THE MARK ON THE
 LX2054'LEFT, IN LINE WITH THE SOUTH FACE OF HOUSE 624, 7.01 METERS (23.0 FT)
 LX2054'WEST OF THE CENTERLINE OF THE HIGHWAY, 19.70 METERS (64.5 FT)
 LX2054'SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE 197, 3.0 METERS
 LX2054'(9.5 FT) NORTHEAST OF THE TOP NUT OF A FIRE HYDRANT.
 LX2054'THE MARK IS 0.20 METERS  NE FROM A WITNESS POST.
 LX2054'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1733 ***********************************************************************
 LW1733  DESIGNATION -  3445 CTDT
 LW1733  PID         -  LW1733
 LW1733  STATE/COUNTY-  CT/NEW LONDON
 LW1733  USGS QUAD   -  OLD MYSTIC (1983)
 LW1733
 LW1733                         *CURRENT SURVEY CONTROL
 LW1733  ___________________________________________________________________
 LW1733* NAD 83(1986)-  41 28 00.     (N)    071 56 12.     (W)     SCALED    
 LW1733* NAVD 88     -        74.440  (meters)     244.23   (feet)  ADJUSTED  
 LW1733  ___________________________________________________________________
 LW1733  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1733  DYNAMIC HT  -          74.413 (meters)     244.14  (feet)  COMP
 LW1733  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 LW1733
 LW1733  VERT ORDER  -  FIRST     CLASS II
 LW1733
 LW1733.The horizontal coordinates were scaled from a topographic map and have
 LW1733.an estimated accuracy of +/- 6 seconds.
 LW1733
 LW1733.The orthometric height was determined by differential leveling
 LW1733.and adjusted by the National Geodetic Survey in June 1991..
 LW1733
 LW1733.The geoid height was determined by GEOID03.
 LW1733
 LW1733.The dynamic height is computed by dividing the NAVD 88
 LW1733.geopotential number by the normal gravity value computed on the
 LW1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1733.degrees latitude (g = 980.6199 gals.).
 LW1733
 LW1733.The modeled gravity was interpolated from observed gravity values.
 LW1733
 LW1733;                    North         East    Units  Estimated Accuracy
 LW1733;SPC CT       -   223,060.      372,740.      MT  (+/- 180 meters Scaled)
 LW1733
 LW1733                          SUPERSEDED SURVEY CONTROL
 LW1733
 LW1733.No superseded survey control is available for this station.
 LW1733
 LW1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF547947(NAD 83)
 LW1733_MARKER: DD = SURVEY DISK
 LW1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1733_SP_SET: CONCRETE POST
 LW1733_STAMPING: 3445
 LW1733_MARK LOGO: CTDT  
 LW1733_PROJECTION: RECESSED 5 CENTIMETERS
 LW1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1733+STABILITY: SURFACE MOTION
 LW1733
 LW1733  HISTORY     - Date     Condition        Report By
 LW1733  HISTORY     - UNK      MONUMENTED       CTDT
 LW1733  HISTORY     - 1984     GOOD             NGS
 LW1733  HISTORY     - 19901001 GOOD             USPSQD
 LW1733
 LW1733                          STATION DESCRIPTION
 LW1733
 LW1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1733'5.0 KM (3.1 MI) EAST FROM PRESTON.
 LW1733'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 2 FOM THE JUNCTION OF STATE
 LW1733'HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT, BETWEEN UTILITY POLES
 LW1733'1790 AND 5303 ON THE OPPOSITE SIDE OF THE HIGHWAY, 6.55 METERS (21.5
 LW1733'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.53 METERS
 LW1733'(110.0 FT) SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE, 0.40 METER
 LW1733'(1.3 FT) SOUTH-SOUTHWEST OF THE HIGHWAY CURB.
 LW1733'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1733
 LW1733                          STATION RECOVERY (1990)
 LW1733
 LW1733'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1734 ***********************************************************************
 LW1734  DESIGNATION -  3446 CTDT
 LW1734  PID         -  LW1734
 LW1734  STATE/COUNTY-  CT/NEW LONDON
 LW1734  USGS QUAD   -  OLD MYSTIC (1983)
 LW1734
 LW1734                         *CURRENT SURVEY CONTROL
 LW1734  ___________________________________________________________________
 LW1734* NAD 83(1986)-  41 27 58.     (N)    071 56 07.     (W)     SCALED    
 LW1734* NAVD 88     -        76.858  (meters)     252.16   (feet)  ADJUSTED  
 LW1734  ___________________________________________________________________
 LW1734  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1734  DYNAMIC HT  -          76.830 (meters)     252.07  (feet)  COMP
 LW1734  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 LW1734
 LW1734  VERT ORDER  -  FIRST     CLASS II
 LW1734
 LW1734.The horizontal coordinates were scaled from a topographic map and have
 LW1734.an estimated accuracy of +/- 6 seconds.
 LW1734
 LW1734.The orthometric height was determined by differential leveling
 LW1734.and adjusted by the National Geodetic Survey in June 1991..
 LW1734
 LW1734.The geoid height was determined by GEOID03.
 LW1734
 LW1734.The dynamic height is computed by dividing the NAVD 88
 LW1734.geopotential number by the normal gravity value computed on the
 LW1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1734.degrees latitude (g = 980.6199 gals.).
 LW1734
 LW1734.The modeled gravity was interpolated from observed gravity values.
 LW1734
 LW1734;                    North         East    Units  Estimated Accuracy
 LW1734;SPC CT       -   223,000.      372,860.      MT  (+/- 180 meters Scaled)
 LW1734
 LW1734                          SUPERSEDED SURVEY CONTROL
 LW1734
 LW1734.No superseded survey control is available for this station.
 LW1734
 LW1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF548946(NAD 83)
 LW1734_MARKER: DD = SURVEY DISK
 LW1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1734_SP_SET: CONCRETE POST
 LW1734_STAMPING: 3446
 LW1734_MARK LOGO: CTDT  
 LW1734_PROJECTION: FLUSH
 LW1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1734+STABILITY: SURFACE MOTION
 LW1734
 LW1734  HISTORY     - Date     Condition        Report By
 LW1734  HISTORY     - UNK      MONUMENTED       CTDT
 LW1734  HISTORY     - 1984     GOOD             NGS
 LW1734  HISTORY     - 19901001 GOOD             USPSQD
 LW1734
 LW1734                          STATION DESCRIPTION
 LW1734
 LW1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1734'5.1 KM (3.2 MI) EAST FROM PRESTON.
 LW1734'5.1 KM (3.2 MI) EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LW1734'HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT, AT THE WEST END OF A
 LW1734'STEEL CABLE GUARD RAIL, AND BETWEEN UTILITY POLES 1788 AND 1787 ON THE
 LW1734'OPPOSITE SIDE OF THE HIGHWAY, ALSO 2.4 KM (1.5 MI) NORTHWEST ALONG
 LW1734'STATE HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 201 (COSSADUCK HILL
 LW1734'ROAD) IN NORTH STONINGTON, 6.58 METERS (21.6 FT) SOUTH-SOUTHWEST OF
 LW1734'THE CENTERLINE OF THE HIGHWAY, 16.40 METERS (53.8 FT) NORTH-NORTHEAST
 LW1734'OF A HIGHWAY RIGHT-OF-WAY FENCE, 7.44 METERS (24.4 FT) OF A HIGHWAY
 LW1734'SIGN (NO PASSING ZONE), 1.04 METERS (3.4 FT) NORTH-NORTHEAST OF THE
 LW1734'WEST END OF THE GUARD RAIL, 0.30 METER (1.0 FT) SOUTH-SOUTHWEST OF THE
 LW1734'HIGHWAY CURB.
 LW1734'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1734
 LW1734                          STATION RECOVERY (1990)
 LW1734
 LW1734'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1736 ***********************************************************************
 LW1736  DESIGNATION -  3454
 LW1736  PID         -  LW1736
 LW1736  STATE/COUNTY-  CT/NEW LONDON
 LW1736  USGS QUAD   -  OLD MYSTIC (1983)
 LW1736
 LW1736                         *CURRENT SURVEY CONTROL
 LW1736  ___________________________________________________________________
 LW1736* NAD 83(1986)-  41 28 01.     (N)    071 55 00.     (W)     SCALED    
 LW1736* NAVD 88     -        67.224  (meters)     220.55   (feet)  ADJUSTED  
 LW1736  ___________________________________________________________________
 LW1736  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1736  DYNAMIC HT  -          67.199 (meters)     220.47  (feet)  COMP
 LW1736  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 LW1736
 LW1736  VERT ORDER  -  FIRST     CLASS II
 LW1736
 LW1736.The horizontal coordinates were scaled from a topographic map and have
 LW1736.an estimated accuracy of +/- 6 seconds.
 LW1736
 LW1736.The orthometric height was determined by differential leveling
 LW1736.and adjusted by the National Geodetic Survey in June 1991..
 LW1736
 LW1736.The geoid height was determined by GEOID03.
 LW1736
 LW1736.The dynamic height is computed by dividing the NAVD 88
 LW1736.geopotential number by the normal gravity value computed on the
 LW1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1736.degrees latitude (g = 980.6199 gals.).
 LW1736
 LW1736.The modeled gravity was interpolated from observed gravity values.
 LW1736
 LW1736;                    North         East    Units  Estimated Accuracy
 LW1736;SPC CT       -   223,100.      374,410.      MT  (+/- 180 meters Scaled)
 LW1736
 LW1736                          SUPERSEDED SURVEY CONTROL
 LW1736
 LW1736.No superseded survey control is available for this station.
 LW1736
 LW1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF564947(NAD 83)
 LW1736_MARKER: DD = SURVEY DISK
 LW1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1736_SP_SET: CONCRETE POST
 LW1736_STAMPING: 3454
 LW1736_MARK LOGO: CTDT  
 LW1736_PROJECTION: FLUSH
 LW1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1736+STABILITY: SURFACE MOTION
 LW1736
 LW1736  HISTORY     - Date     Condition        Report By
 LW1736  HISTORY     - UNK      MONUMENTED       CTDT
 LW1736  HISTORY     - 1984     GOOD             NGS
 LW1736  HISTORY     - 1986     GOOD             NGS
 LW1736  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW1736
 LW1736                          STATION DESCRIPTION
 LW1736
 LW1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1736'0.8 KM (0.5 MI) WEST FROM NORTH STONINGTON.
 LW1736'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LW1736'HIGHWAY 201 (COSSADUCK HILL ROAD) IN NORTH STONINGTON TO THE MARK ON
 LW1736'THE LEFT, DIRECTLY SOUTHWEST AND ACROSS THE HIGHWAY FROM THE PAVED
 LW1736'ENTRANCE DRIVE OF A 2 STORY FRAME HOUSE 576, 0.2 KM (0.1 MI) EAST OF
 LW1736'THE JUNCTION OF SWANTOWN HILL ROAD, 6.70 METERS (22.0 FT) SOUTH OF THE
 LW1736'CENTERLINE OF THE HIGHWAY, 16.15 METERS (53.0 FT) SOUTHWEST OF THE
 LW1736'PAVED ENTRANCE DRIVE, 0.45 METER (1.5 FT) SOUTH OF THE SOUTH ASPHALT
 LW1736'CURB OF THE HIGHWAY.
 LW1736'THE MARK IS 2.56 METERS  N FROM A WITNESS POST.
 LW1736'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1736
 LW1736                          STATION RECOVERY (1986)
 LW1736
 LW1736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1736'RECOVERED IN GOOD CONDITION.
 LW1736
 LW1736                          STATION RECOVERY (1990)
 LW1736
 LW1736'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2047 ***********************************************************************
 LX2047  DESIGNATION -  3454
 LX2047  PID         -  LX2047
 LX2047  STATE/COUNTY-  CT/HARTFORD
 LX2047  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2047
 LX2047                         *CURRENT SURVEY CONTROL
 LX2047  ___________________________________________________________________
 LX2047* NAD 83(1986)-  41 59 01.     (N)    072 39 40.     (W)     SCALED    
 LX2047* NAVD 88     -        39.306  (meters)     128.96   (feet)  ADJUSTED  
 LX2047  ___________________________________________________________________
 LX2047  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2047  DYNAMIC HT  -          39.295 (meters)     128.92  (feet)  COMP
 LX2047  MODELED GRAV-     980,338.5   (mgal)                       NAVD 88
 LX2047
 LX2047  VERT ORDER  -  FIRST     CLASS II
 LX2047
 LX2047.The horizontal coordinates were scaled from a topographic map and have
 LX2047.an estimated accuracy of +/- 6 seconds.
 LX2047
 LX2047.The orthometric height was determined by differential leveling
 LX2047.and adjusted by the National Geodetic Survey in June 1991..
 LX2047
 LX2047.The geoid height was determined by GEOID03.
 LX2047
 LX2047.The dynamic height is computed by dividing the NAVD 88
 LX2047.geopotential number by the normal gravity value computed on the
 LX2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2047.degrees latitude (g = 980.6199 gals.).
 LX2047
 LX2047.The modeled gravity was interpolated from observed gravity values.
 LX2047
 LX2047;                    North         East    Units  Estimated Accuracy
 LX2047;SPC CT       -   280,160.      312,170.      MT  (+/- 180 meters Scaled)
 LX2047
 LX2047                          SUPERSEDED SURVEY CONTROL
 LX2047
 LX2047.No superseded survey control is available for this station.
 LX2047
 LX2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM937506(NAD 83)
 LX2047_MARKER: DD = SURVEY DISK
 LX2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2047_SP_SET: CONCRETE POST
 LX2047_STAMPING: 3454
 LX2047_MARK LOGO: CTGS  
 LX2047_PROJECTION: FLUSH
 LX2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2047+STABILITY: SURFACE MOTION
 LX2047
 LX2047  HISTORY     - Date     Condition        Report By
 LX2047  HISTORY     - UNK      MONUMENTED       CTGS
 LX2047  HISTORY     - 1984     GOOD             NGS
 LX2047
 LX2047                          STATION DESCRIPTION
 LX2047
 LX2047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2047'IN SUFFIELD.
 LX2047'IN SUFFIELD, 0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 168 FROM THE
 LX2047'JUNCTION OF STATE HIGHWAY 75 TO THE MARK ON THE RIGHT, ON THE WEST
 LX2047'SIDE OF THE MOST WESTERLY ENTRANCE DRIVE OF MC ALLISTER SCHOOL,
 LX2047'6.85 METERS (22.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2047'20.66 METERS (67.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRONT
 LX2047'PORCH OF HOUSE 290, 2.89 METERS (9.5 FT) WEST OF POWER POLE 4870.
 LX2047'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LX2047'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2048 ***********************************************************************
 LX2048  DESIGNATION -  3455
 LX2048  PID         -  LX2048
 LX2048  STATE/COUNTY-  CT/HARTFORD
 LX2048  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2048
 LX2048                         *CURRENT SURVEY CONTROL
 LX2048  ___________________________________________________________________
 LX2048* NAD 83(1986)-  41 59 00.     (N)    072 39 24.     (W)     SCALED    
 LX2048* NAVD 88     -        37.790  (meters)     123.98   (feet)  ADJUSTED  
 LX2048  ___________________________________________________________________
 LX2048  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2048  DYNAMIC HT  -          37.779 (meters)     123.95  (feet)  COMP
 LX2048  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 LX2048
 LX2048  VERT ORDER  -  FIRST     CLASS II
 LX2048
 LX2048.The horizontal coordinates were scaled from a topographic map and have
 LX2048.an estimated accuracy of +/- 6 seconds.
 LX2048
 LX2048.The orthometric height was determined by differential leveling
 LX2048.and adjusted by the National Geodetic Survey in June 1991..
 LX2048
 LX2048.The geoid height was determined by GEOID03.
 LX2048
 LX2048.The dynamic height is computed by dividing the NAVD 88
 LX2048.geopotential number by the normal gravity value computed on the
 LX2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2048.degrees latitude (g = 980.6199 gals.).
 LX2048
 LX2048.The modeled gravity was interpolated from observed gravity values.
 LX2048
 LX2048;                    North         East    Units  Estimated Accuracy
 LX2048;SPC CT       -   280,130.      312,540.      MT  (+/- 180 meters Scaled)
 LX2048
 LX2048                          SUPERSEDED SURVEY CONTROL
 LX2048
 LX2048.No superseded survey control is available for this station.
 LX2048
 LX2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM941505(NAD 83)
 LX2048_MARKER: DD = SURVEY DISK
 LX2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2048_SP_SET: CONCRETE POST
 LX2048_STAMPING: 3455
 LX2048_MARK LOGO: CTGS  
 LX2048_PROJECTION: RECESSED 30 CENTIMETERS
 LX2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2048+STABILITY: SURFACE MOTION
 LX2048
 LX2048  HISTORY     - Date     Condition        Report By
 LX2048  HISTORY     - UNK      MONUMENTED       CTGS
 LX2048  HISTORY     - 1984     GOOD             NGS
 LX2048
 LX2048                          STATION DESCRIPTION
 LX2048
 LX2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2048'IN SUFFIELD.
 LX2048'IN SUFFIELD, 0.6 KM (0.35 MI) WEST ALONG STATE HIGHWAY 168 FROM THE
 LX2048'JUNCTION OF STATE HIGHWAY 75, IN FRONT OF AND ON THE PROPERTY OF
 LX2048'LAURNED ATLANTIC PLYWOOD INCORPORATED, 7.92 METERS (26.0 FT) SOUTH OF
 LX2048'THE CENTERLINE OF THE HIGHWAY, 11.73 METERS (38.5 FT) EAST OF THE EAST
 LX2048'CURB OF THE MOST EASTERLY ENTRANCE OF THE LUMBER COMPANY, 0.82 METER
 LX2048'(2.7 FT) NORTHEAST OF POWER POLE 4861S.
 LX2048'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2049 ***********************************************************************
 LX2049  DESIGNATION -  3456
 LX2049  PID         -  LX2049
 LX2049  STATE/COUNTY-  CT/HARTFORD
 LX2049  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2049
 LX2049                         *CURRENT SURVEY CONTROL
 LX2049  ___________________________________________________________________
 LX2049* NAD 83(1986)-  41 58 55.     (N)    072 39 06.     (W)     SCALED    
 LX2049* NAVD 88     -        54.607  (meters)     179.16   (feet)  ADJUSTED  
 LX2049  ___________________________________________________________________
 LX2049  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2049  DYNAMIC HT  -          54.591 (meters)     179.10  (feet)  COMP
 LX2049  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 LX2049
 LX2049  VERT ORDER  -  FIRST     CLASS II
 LX2049
 LX2049.The horizontal coordinates were scaled from a topographic map and have
 LX2049.an estimated accuracy of +/- 6 seconds.
 LX2049
 LX2049.The orthometric height was determined by differential leveling
 LX2049.and adjusted by the National Geodetic Survey in June 1991..
 LX2049
 LX2049.The geoid height was determined by GEOID03.
 LX2049
 LX2049.The dynamic height is computed by dividing the NAVD 88
 LX2049.geopotential number by the normal gravity value computed on the
 LX2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2049.degrees latitude (g = 980.6199 gals.).
 LX2049
 LX2049.The modeled gravity was interpolated from observed gravity values.
 LX2049
 LX2049;                    North         East    Units  Estimated Accuracy
 LX2049;SPC CT       -   279,970.      312,950.      MT  (+/- 180 meters Scaled)
 LX2049
 LX2049                          SUPERSEDED SURVEY CONTROL
 LX2049
 LX2049.No superseded survey control is available for this station.
 LX2049
 LX2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM945504(NAD 83)
 LX2049_MARKER: DD = SURVEY DISK
 LX2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2049_SP_SET: CONCRETE POST
 LX2049_STAMPING: 3456
 LX2049_MARK LOGO: CTGS  
 LX2049_PROJECTION: RECESSED 15 CENTIMETERS
 LX2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2049+STABILITY: SURFACE MOTION
 LX2049
 LX2049  HISTORY     - Date     Condition        Report By
 LX2049  HISTORY     - UNK      MONUMENTED       CTGS
 LX2049  HISTORY     - 1984     GOOD             NGS
 LX2049
 LX2049                          STATION DESCRIPTION
 LX2049
 LX2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2049'IN SUFFIELD.
 LX2049'IN SUFFIELD, 0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 168 FROM THE
 LX2049'JUNCTION OF STATE HIGHWAY 75 TO THE MARK ON THE RIGHT, 7.31 METERS
 LX2049'(24.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 20.54 METERS
 LX2049'(67.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A THREE STORY BRICK
 LX2049'APARTMENT BUILDING, 4.57 METERS (15.0 FT) WEST-NORTHWEST OF POWER POLE
 LX2049'4849S.
 LX2049'THE MARK IS 0.18 METERS  S FROM A WITNESS POST.
 LX2049'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2056 ***********************************************************************
 LX2056  DESIGNATION -  3463
 LX2056  PID         -  LX2056
 LX2056  STATE/COUNTY-  CT/HARTFORD
 LX2056  USGS QUAD   -  BROAD BROOK (1984)
 LX2056
 LX2056                         *CURRENT SURVEY CONTROL
 LX2056  ___________________________________________________________________
 LX2056* NAD 83(1986)-  41 59 21.     (N)    072 36 21.     (W)     SCALED    
 LX2056* NAVD 88     -        27.042  (meters)      88.72   (feet)  ADJUSTED  
 LX2056  ___________________________________________________________________
 LX2056  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2056  DYNAMIC HT  -          27.034 (meters)      88.69  (feet)  COMP
 LX2056  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 LX2056
 LX2056  VERT ORDER  -  FIRST     CLASS II
 LX2056
 LX2056.The horizontal coordinates were scaled from a topographic map and have
 LX2056.an estimated accuracy of +/- 6 seconds.
 LX2056
 LX2056.The orthometric height was determined by differential leveling
 LX2056.and adjusted by the National Geodetic Survey in June 1991..
 LX2056
 LX2056.The geoid height was determined by GEOID03.
 LX2056
 LX2056.The dynamic height is computed by dividing the NAVD 88
 LX2056.geopotential number by the normal gravity value computed on the
 LX2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2056.degrees latitude (g = 980.6199 gals.).
 LX2056
 LX2056.The modeled gravity was interpolated from observed gravity values.
 LX2056
 LX2056;                    North         East    Units  Estimated Accuracy
 LX2056;SPC CT       -   280,780.      316,750.      MT  (+/- 180 meters Scaled)
 LX2056
 LX2056                          SUPERSEDED SURVEY CONTROL
 LX2056
 LX2056.No superseded survey control is available for this station.
 LX2056
 LX2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM983513(NAD 83)
 LX2056_MARKER: DD = SURVEY DISK
 LX2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2056_SP_SET: CONCRETE POST
 LX2056_STAMPING: 3463
 LX2056_MARK LOGO: CTGS  
 LX2056_PROJECTION: FLUSH
 LX2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2056+STABILITY: SURFACE MOTION
 LX2056
 LX2056  HISTORY     - Date     Condition        Report By
 LX2056  HISTORY     - 1976     MONUMENTED       CTGS
 LX2056  HISTORY     - 1984     GOOD             NGS
 LX2056
 LX2056                          STATION DESCRIPTION
 LX2056
 LX2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2056'0.5 KM (0.3 MI) WEST FROM THOMPSONVILLE.
 LX2056'0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 190 FROM THE EAST END OF THE
 LX2056'HIGHWAY BRIDGE OVER THE CONNECTICUT RIVER IN THOMPSONVILLE TO THE MARK
 LX2056'ON THE LEFT, NEAR THE WEST END OF THE HIGHWAY BRIDGE, 7.80 METERS
 LX2056'(25.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.04 METERS (6.7 FT)
 LX2056'WEST OF THE WEST END OF THE SOUTH CONCRETE GUARD RAIL OF THE BRIDGE,
 LX2056'1.52 METERS (5.0 FT) NORTHEAST OF THE NORTH LEG OF A HIGHWAY SIGN
 LX2056'(ENFIELD TOWNLINE).
 LX2056'THE MARK IS 0.25 METERS  N FROM A WITNESS POST.
 LX2056'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2057 ***********************************************************************
 LX2057  DESIGNATION -  3464
 LX2057  PID         -  LX2057
 LX2057  STATE/COUNTY-  CT/HARTFORD
 LX2057  USGS QUAD   -  BROAD BROOK (1984)
 LX2057
 LX2057                         *CURRENT SURVEY CONTROL
 LX2057  ___________________________________________________________________
 LX2057* NAD 83(1986)-  41 59 26.     (N)    072 35 58.     (W)     SCALED    
 LX2057* NAVD 88     -        33.858  (meters)     111.08   (feet)  ADJUSTED  
 LX2057  ___________________________________________________________________
 LX2057  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2057  DYNAMIC HT  -          33.848 (meters)     111.05  (feet)  COMP
 LX2057  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 LX2057
 LX2057  VERT ORDER  -  FIRST     CLASS II
 LX2057
 LX2057.The horizontal coordinates were scaled from a topographic map and have
 LX2057.an estimated accuracy of +/- 6 seconds.
 LX2057
 LX2057.The orthometric height was determined by differential leveling
 LX2057.and adjusted by the National Geodetic Survey in June 1991..
 LX2057
 LX2057.The geoid height was determined by GEOID03.
 LX2057
 LX2057.The dynamic height is computed by dividing the NAVD 88
 LX2057.geopotential number by the normal gravity value computed on the
 LX2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2057.degrees latitude (g = 980.6199 gals.).
 LX2057
 LX2057.The modeled gravity was interpolated from observed gravity values.
 LX2057
 LX2057;                    North         East    Units  Estimated Accuracy
 LX2057;SPC CT       -   280,940.      317,280.      MT  (+/- 180 meters Scaled)
 LX2057
 LX2057                          SUPERSEDED SURVEY CONTROL
 LX2057
 LX2057.No superseded survey control is available for this station.
 LX2057
 LX2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM988515(NAD 83)
 LX2057_MARKER: DD = SURVEY DISK
 LX2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2057_SP_SET: CONCRETE POST
 LX2057_STAMPING: 3464
 LX2057_MARK LOGO: CTGS  
 LX2057_PROJECTION: FLUSH
 LX2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2057+STABILITY: SURFACE MOTION
 LX2057
 LX2057  HISTORY     - Date     Condition        Report By
 LX2057  HISTORY     - UNK      MONUMENTED       CTGS
 LX2057  HISTORY     - 1984     GOOD             NGS
 LX2057
 LX2057                          STATION DESCRIPTION
 LX2057
 LX2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2057'IN THOMPSONVILLE.
 LX2057'IN THOMPSONVILLE, NEAR THE WEST END OF THE PEARL STREET ENTRANCE RAMP
 LX2057'FOR STATE HIGHWAY 190, 0.1 KM (0.05 MI) EAST OF THE EAST END OF THE
 LX2057'HIGHWAY 190 BRIDGE OVER THE CONNECTICUT RIVER, 2.28 METERS (7.5 FT)
 LX2057'NORTH OF THE NORTH CURB OF THE ENTRANCE RAMP, 11.27 METERS (37.0 FT)
 LX2057'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CATCH BASIN, 1.82 METERS
 LX2057'(6.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BASE OF A LAMP POST.
 LX2057'THE MARK IS 1.82 METERS  N FROM A WITNESS POST.
 LX2057'THE MARK IS 0.30 M ABOVE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2058 ***********************************************************************
 LX2058  DESIGNATION -  3465
 LX2058  PID         -  LX2058
 LX2058  STATE/COUNTY-  CT/HARTFORD
 LX2058  USGS QUAD   -  BROAD BROOK (1984)
 LX2058
 LX2058                         *CURRENT SURVEY CONTROL
 LX2058  ___________________________________________________________________
 LX2058* NAD 83(1986)-  41 59 24.     (N)    072 35 35.     (W)     SCALED    
 LX2058* NAVD 88     -        51.775  (meters)     169.87   (feet)  ADJUSTED  
 LX2058  ___________________________________________________________________
 LX2058  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2058  DYNAMIC HT  -          51.760 (meters)     169.82  (feet)  COMP
 LX2058  MODELED GRAV-     980,335.1   (mgal)                       NAVD 88
 LX2058
 LX2058  VERT ORDER  -  FIRST     CLASS II
 LX2058
 LX2058.The horizontal coordinates were scaled from a topographic map and have
 LX2058.an estimated accuracy of +/- 6 seconds.
 LX2058
 LX2058.The orthometric height was determined by differential leveling
 LX2058.and adjusted by the National Geodetic Survey in June 1991..
 LX2058
 LX2058.The geoid height was determined by GEOID03.
 LX2058
 LX2058.The dynamic height is computed by dividing the NAVD 88
 LX2058.geopotential number by the normal gravity value computed on the
 LX2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2058.degrees latitude (g = 980.6199 gals.).
 LX2058
 LX2058.The modeled gravity was interpolated from observed gravity values.
 LX2058
 LX2058;                    North         East    Units  Estimated Accuracy
 LX2058;SPC CT       -   280,870.      317,810.      MT  (+/- 180 meters Scaled)
 LX2058
 LX2058                          SUPERSEDED SURVEY CONTROL
 LX2058
 LX2058.No superseded survey control is available for this station.
 LX2058
 LX2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM993514(NAD 83)
 LX2058_MARKER: DD = SURVEY DISK
 LX2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2058_SP_SET: CONCRETE POST
 LX2058_STAMPING: 3465
 LX2058_MARK LOGO: CTGS  
 LX2058_PROJECTION: FLUSH
 LX2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2058+STABILITY: SURFACE MOTION
 LX2058
 LX2058  HISTORY     - Date     Condition        Report By
 LX2058  HISTORY     - UNK      MONUMENTED       CTGS
 LX2058  HISTORY     - 1984     GOOD             NGS
 LX2058
 LX2058                          STATION DESCRIPTION
 LX2058
 LX2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2058'IN THOMPSONVILLE.
 LX2058'IN THOMPSONVILLE, AT THE JUNCTION OF STATE HIGHWAY 5 AND THE EAST
 LX2058'BOUND ENTRANCE RAMP OF STATE HIGHWAY 190, IN THE GRASSY TRIANGLE
 LX2058'FORMED BY THE JUNCTION, 20.57 METERS (67.5 FT) EAST OF THE EAST CURB
 LX2058'OF HIGHWAY 5, 12.80 METERS (42.0 FT) NORTH OF THE NORTH CURB OF THE
 LX2058'ENTRANCE RAMP, 25.30 METERS (83.0 FT) SOUTHEAST OF POWER POLE 24631,
 LX2058'19.75 METERS (64.8 FT) NORTHEAST OF A TRAFFIC CONTROL BOX.
 LX2058'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX2058'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2143 ***********************************************************************
 LX2143  DESIGNATION -  3478
 LX2143  PID         -  LX2143
 LX2143  STATE/COUNTY-  CT/WINDHAM
 LX2143  USGS QUAD   -  WILLIMANTIC (1984)
 LX2143
 LX2143                         *CURRENT SURVEY CONTROL
 LX2143  ___________________________________________________________________
 LX2143* NAD 83(1986)-  41 42 58.     (N)    072 13 53.     (W)     SCALED    
 LX2143* NAVD 88     -        82.177  (meters)     269.61   (feet)  ADJUSTED  
 LX2143  ___________________________________________________________________
 LX2143  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX2143  DYNAMIC HT  -          82.148 (meters)     269.51  (feet)  COMP
 LX2143  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 LX2143
 LX2143  VERT ORDER  -  FIRST     CLASS II
 LX2143
 LX2143.The horizontal coordinates were scaled from a topographic map and have
 LX2143.an estimated accuracy of +/- 6 seconds.
 LX2143
 LX2143.The orthometric height was determined by differential leveling
 LX2143.and adjusted by the National Geodetic Survey in June 1991..
 LX2143
 LX2143.The geoid height was determined by GEOID03.
 LX2143
 LX2143.The dynamic height is computed by dividing the NAVD 88
 LX2143.geopotential number by the normal gravity value computed on the
 LX2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2143.degrees latitude (g = 980.6199 gals.).
 LX2143
 LX2143.The modeled gravity was interpolated from observed gravity values.
 LX2143
 LX2143;                    North         East    Units  Estimated Accuracy
 LX2143;SPC CT       -   250,570.      347,960.      MT  (+/- 180 meters Scaled)
 LX2143
 LX2143                          SUPERSEDED SURVEY CONTROL
 LX2143
 LX2143.No superseded survey control is available for this station.
 LX2143
 LX2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM303219(NAD 83)
 LX2143_MARKER: DD = SURVEY DISK
 LX2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2143_SP_SET: CONCRETE POST
 LX2143_STAMPING: 3478
 LX2143_MARK LOGO: CTGS  
 LX2143_PROJECTION: RECESSED 5 CENTIMETERS
 LX2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2143+STABILITY: SURFACE MOTION
 LX2143
 LX2143  HISTORY     - Date     Condition        Report By
 LX2143  HISTORY     - UNK      MONUMENTED       CTGS
 LX2143  HISTORY     - 1984     GOOD             NGS
 LX2143
 LX2143                          STATION DESCRIPTION
 LX2143
 LX2143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2143'1.2 KM (0.75 MI) WEST FROM WILLIMANTIC.
 LX2143'1.2 KM (0.75 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2143'WILLIMANTIC TO THE MARK ON THE RIGHT, AT THE JUNCTION OF STATE HIGHWAY
 LX2143'32, BETWEEN THE SIDEWALK AND A PARKING LOT FOR FRIENDLY RESTAURANTS,
 LX2143'AND IN LINE WITH THE WEST FACE OF A SUPER STOP AND SHOP STORE,
 LX2143'3.23 METERS (10.6 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY,
 LX2143'13.90 METERS (45.6 FT) EAST-NORTHEAST OF UTILITY POLE 107 WITH A FIRE
 LX2143'ALARM BOX AND TRAFFIC SIGNALS, 0.82 METERS (2.7 FT) SOUTH OF SOUTH
 LX2143'CURB OF THE PARKING LOT.
 LX2143'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6745 ***********************************************************************
 LX6745  DESIGNATION -  3489
 LX6745  PID         -  LX6745
 LX6745  STATE/COUNTY-  CT/HARTFORD
 LX6745  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6745
 LX6745                         *CURRENT SURVEY CONTROL
 LX6745  ___________________________________________________________________
 LX6745* NAD 83(1996)-  41 56 30.     (N)    072 41 11.     (W)     SCALED    
 LX6745* NAVD 88     -        50.23   (+/-2cm)     164.8    (feet)  VERTCON   
 LX6745  ___________________________________________________________________
 LX6745  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX6745
 LX6745  VERT ORDER  -  THIRD ? (See Below)
 LX6745
 LX6745.This mark is at Bradley Intl Airport (BDL)
 LX6745
 LX6745.The horizontal coordinates were scaled from a topographic map and have
 LX6745.an estimated accuracy of +/- 6 seconds.
 LX6745
 LX6745.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6745.The vertical order pertains to the NGVD 29 superseded value.
 LX6745
 LX6745.The geoid height was determined by GEOID03.
 LX6745
 LX6745;                    North         East    Units  Estimated Accuracy
 LX6745;SPC CT       -   275,500.      310,080.      MT  (+/- 180 meters Scaled)
 LX6745
 LX6745                          SUPERSEDED SURVEY CONTROL
 LX6745
 LX6745  NGVD 29 (07/19/86)   50.46   (m)          165.6    (f) LEVELING    3  
 LX6745
 LX6745.Superseded values are not recommended for survey control.
 LX6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6745.See file dsdata.txt to determine how the superseded data were derived.
 LX6745
 LX6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM917458(NAD 83)
 LX6745_MARKER: DD = SURVEY DISK
 LX6745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6745_SP_SET: PREFABRICATED CONCRETE POST
 LX6745_STAMPING: 3489
 LX6745_MARK LOGO: CTGS  
 LX6745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX6745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6745+STABILITY: SURFACE MOTION
 LX6745
 LX6745  HISTORY     - Date     Condition        Report By
 LX6745  HISTORY     - 1979     MONUMENTED       CTGS
 LX6745  HISTORY     - 19920630 GOOD             NGS
 LX6745
 LX6745                          STATION DESCRIPTION
 LX6745
 LX6745'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX6745'THE STATION IS LOCATED ABOUT
 LX6745'3-1/4 MILES SOUTHWEST OF SUFFIELD, 3 MILES WEST OF
 LX6745'WINDSOR LOCKS AND 2-1/2 MILES NORTHWEST OF POQUONOCK.
 LX6745'
 LX6745'TO REACH THE STATION FROM WINDSOR LOCKS AT THE INTERSECTION
 LX6745'OF CONNECTICUT ROUTE 75 (TURNPIKE ROAD) AND CONNECTICUT
 LX6745'ROUTE 20 (BRADLEY FIELD CONNECTOR), PROCEED WESTERLY ON
 LX6745'THE BRADLEY FIELD CONNECTOR FOR 2 MILES TO THE BRADLEY
 LX6745'FIELD INTERNATIONAL TERMINAL BUILDING.
 LX6745'GO TO AIRPORT MANAGERS OFFICE FOR PERMISSION TO GO ON
 LX6745'AIRPORT GROUNDS AND MAKE ARRANGEMENTS FOR AN ESCORT TO THE
 LX6745'STATION.
 LX6745'NORMALLY A LETTER FROM THE SUPERVISOR OF THE MEN WHO
 LX6745'WILL BE WORKING ON THE AIRPORT GROUNDS IS REQUIRED BY THE
 LX6745'STATE POLICE IN THE TERMINAL BUILDING. THIS LETTER SHOULD
 LX6745'HAVE A LETTER HEAD AND LIST THE NAMES OF THE MEN AND
 LX6745'ALSO THE NATURE OF THE WORK TO BE DONE.
 LX6745'
 LX6745'THE STATION IS A STANDARD USCGS DISK
 LX6745'STAMPED---3489---,
 LX6745'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX6745'FLUSH WITH GROUND.  IT IS LOCATED
 LX6745'282 FEET NORTHEAST FROM THE CENTERLINE OF THE INTERSECTION OF
 LX6745'TAXIWAY J AND TAXIWAY K,
 LX6745'185 FEET NORTH FROM THE OUTLET OF A 30 INCH REINFORCED PIPE,
 LX6745'108.3 FEET WEST FROM THE INLET OF A 30 INCH REINFORCED CONCRETE
 LX6745'PIPE AND
 LX6745'30 FEET NORTHWEST FROM THE CENTERLINE OF TAXIWAY J.
 LX6745'
 LX6745'REFERENCE POINT NUMBER 4 IS A DRILL HOLE IN AN IRON
 LX6745'PIN---NO STAMPING---,
 LX6745'2 CM ON A SIDE AND 121 CM LONG.
 LX6745'THE TOP IS DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
 LX6745'IT IS LOCATED
 LX6745'187.4 FEET SOUTH FROM THE OUTLET OF A 30 INCH REINFORCED
 LX6745'CONCRETE PIPE,
 LX6745'124.0 FEET WEST FROM THE INLET OF A 30 INCH REINFORCED CONCRETE
 LX6745'PIPE AND
 LX6745'45.5 FEET NORTHWEST FROM THE CENTERLINE OF TAXIWAY J.
 LX6745'MARK IS BELOW STATION 0.20 METERS.
 LX6745'
 LX6745'REFERENCE POINT NUMBER 5 IS A DRILL HOLE IN A IRON
 LX6745'PIN---NO STAMPING---,
 LX6745'2 CM ON A SIDE AND 91 CM LONG.
 LX6745'THE TOP IS DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
 LX6745'IT IS LOCATED
 LX6745'170.4 FEET SOUTH FROM THE OUTLET OF A 30 INCH REINFORCED CONCRETE
 LX6745'PIPE,
 LX6745'98.3 FEET WEST FROM THE INLET OF A 30 INCH REINFORCED CONCRETE
 LX6745'PIPE AND
 LX6745'28 FEET NORTHWEST FROM  THE CENTERLINE OF TAXIWAY J.
 LX6745'MARK IS ABOVE STATION 0.10 METERS.
 LX6745'
 LX6745'REFERENCE POINT NUMBER 6 IS A DRILL HOLE IN AN IRON
 LX6745'PIN---NO STAMPING---,
 LX6745'2 CM ON A SIDE AND 91 CM LONG.
 LX6745'THE TOP IS DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
 LX6745'IT IS LOCATED
 LX6745'205.3 FEET SOUTH FROM THE OUTLET OF A 30 INCH REINFORCED
 LX6745'CONCRETE PIPE,
 LX6745'128.0 FEET WEST FROM THE INLET OF A 30 INCH REINFORCED CONCRETE
 LX6745'PIPE AND
 LX6745'38.8 FEET NORTHWEST FROM THE CENTERLINE OF TAXIWAY J.
 LX6745'MARK IS BELOW STATION 0.10 METERS.
 LX6745'
 LX6745'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX6745'STAMPED---3486---,
 LX6745'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX6745'FLUSH WITH GROUND.  IT IS LOCATED
 LX6745'154 FEET SOUTHWEST FROM THE SOUTHEDGE OF RUNWAY 33 AND 15,
 LX6745'345 FEET SOUTHEAST FROM THE CENTERLINE OF TAXIWAY C AND
 LX6745'31 FEET NORTHEAST FROM THE NORTHWEST OF TAXIWAY S.
 LX6745'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY
 LX6745'ACROSS RUNWAY 15 AND 13 FOR 0.39 MILES.
 LX6745'
 LX6745'AZIMUTH MARK NUMBER 2 IS A STANDARD USCGS DISK
 LX6745'STAMPED---3490---,
 LX6745'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX6745'FLUSH WITH GROUND.  IT IS LOCATED
 LX6745'275 FEET WEST FROM THE CENTERLINE OF TAXIWAY E,
 LX6745'119 FEET EAST FROM THE EAST EDGE OF RUNWAY 19 AND
 LX6745'32 FEET SOUTHEAST FROM THE CENTER OF A CONCRETE CABLE MARKER
 LX6745'STAMPED VICON P CABLE.
 LX6745'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY
 LX6745'ACROSS RUNWAY 19 FOR 0.4 MILES.
 LX6745'
 LX6745'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6745'
 LX6745'DESCRIBED BY S. MCCUSKER.
 LX6745
 LX6745                          STATION RECOVERY (1992)
 LX6745
 LX6745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LX6745'THE STATION IS LOCATED AT THE BRADLEY INTERNATIONAL AIRPORT NEAR THE
 LX6745'INTERSECTION OF TAXIWAYS J AND K ON THE NORTHWEST SIDE OF TAXIWAY J.
 LX6745'THE STATION IS 282 FT (86.0 M) NORTHEAST OF THE INTERSECTION OF THE
 LX6745'TWO TAXIWAYS, 185 FT (56.4 M) SOUTH OF A 30 INCH OUTLET PIPE, AND 30
 LX6745'FT (9.1 M) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY.  THE STATION IS
 LX6745'A STANDARD CTGS DISK STAMPED 3489 AND SET ON THE TOP OF A SQUARE
 LX6745'CONCRETE MONUMENT ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0386 ***********************************************************************
 LX0386  DESIGNATION -  349
 LX0386  PID         -  LX0386
 LX0386  STATE/COUNTY-  CT/NEW HAVEN
 LX0386  USGS QUAD   -  NEW HAVEN (1984)
 LX0386
 LX0386                         *CURRENT SURVEY CONTROL
 LX0386  ___________________________________________________________________
 LX0386* NAD 83(1986)-  41 18 30.     (N)    072 55 28.     (W)     SCALED    
 LX0386* NAVD 88     -         7.301  (meters)      23.95   (feet)  ADJUSTED  
 LX0386  ___________________________________________________________________
 LX0386  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX0386  DYNAMIC HT  -           7.299 (meters)      23.95  (feet)  COMP
 LX0386  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 LX0386
 LX0386  VERT ORDER  -  FIRST     CLASS I
 LX0386
 LX0386.The horizontal coordinates were scaled from a topographic map and have
 LX0386.an estimated accuracy of +/- 6 seconds.
 LX0386
 LX0386.The orthometric height was determined by differential leveling
 LX0386.and adjusted by the National Geodetic Survey in June 1991..
 LX0386
 LX0386.The geoid height was determined by GEOID03.
 LX0386
 LX0386.The dynamic height is computed by dividing the NAVD 88
 LX0386.geopotential number by the normal gravity value computed on the
 LX0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0386.degrees latitude (g = 980.6199 gals.).
 LX0386
 LX0386.The modeled gravity was interpolated from observed gravity values.
 LX0386
 LX0386;                    North         East    Units  Estimated Accuracy
 LX0386;SPC CT       -   205,170.      290,190.      MT  (+/- 180 meters Scaled)
 LX0386
 LX0386                          SUPERSEDED SURVEY CONTROL
 LX0386
 LX0386  NGVD 29 (??/??/92)    7.619  (m)           25.00   (f) ADJ UNCH    1 1
 LX0386
 LX0386.Superseded values are not recommended for survey control.
 LX0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0386.See file dsdata.txt to determine how the superseded data were derived.
 LX0386
 LX0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL737750(NAD 83)
 LX0386_MARKER: DD = SURVEY DISK
 LX0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0386_STAMPING: 349
 LX0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0386+STABILITY: SURFACE MOTION
 LX0386
 LX0386  HISTORY     - Date     Condition        Report By
 LX0386  HISTORY     - UNK      MONUMENTED       CTGS
 LX0386  HISTORY     - 1965     GOOD             NGS
 LX0386  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX0386
 LX0386                          STATION DESCRIPTION
 LX0386
 LX0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0386'AT NEW HAVEN.
 LX0386'AT NEW HAVEN, AT THE INTERSECTION OF CHURCH AND ELM STREET,
 LX0386'NEAR THE SOUTHEAST CORNER OF A LARGE CITY PARK, 6.1 FEET SOUTH
 LX0386'OF THE SOUTH CURB OF ELM STREET, 5.3 FEET WEST OF THE WEST
 LX0386'CURB OF ELM STREET, 3.1 FEET SOUTHWEST OF THE CIRCLED CURB WHICH
 LX0386'CONNECTS THE TWO CURBS, 1/2 FOOT ABOVE THE LEVEL OF THE STREETS
 LX0386'AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 LX0386'GROUND.  TIDAL STATION 25, CONNECTICUT, NEW HAVEN, NEW HAVEN HARBOR.
 LX0386
 LX0386                          STATION RECOVERY (1978)
 LX0386
 LX0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0386'SEARCHED FOR BUT NOT RECOVERED, BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3422 ***********************************************************************
 LX3422  DESIGNATION -  3497
 LX3422  PID         -  LX3422
 LX3422  STATE/COUNTY-  CT/NEW LONDON
 LX3422  USGS QUAD   -  NEW LONDON (1984)
 LX3422
 LX3422                         *CURRENT SURVEY CONTROL
 LX3422  ___________________________________________________________________
 LX3422* NAD 83(1996)-  41 20 26.     (N)    072 02 00.     (W)     SCALED    
 LX3422* NAVD 88     -         4.849  (meters)      15.91   (feet)  ADJUSTED  
 LX3422  ___________________________________________________________________
 LX3422  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX3422  DYNAMIC HT  -           4.847 (meters)      15.90  (feet)  COMP
 LX3422  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX3422
 LX3422  VERT ORDER  -  FIRST     CLASS II
 LX3422
 LX3422.The horizontal coordinates were scaled from a topographic map and have
 LX3422.an estimated accuracy of +/- 6 seconds.
 LX3422
 LX3422.The orthometric height was determined by differential leveling
 LX3422.and adjusted by the National Geodetic Survey in June 1991..
 LX3422
 LX3422.The geoid height was determined by GEOID03.
 LX3422
 LX3422.The dynamic height is computed by dividing the NAVD 88
 LX3422.geopotential number by the normal gravity value computed on the
 LX3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3422.degrees latitude (g = 980.6199 gals.).
 LX3422
 LX3422.The modeled gravity was interpolated from observed gravity values.
 LX3422
 LX3422;                    North         East    Units  Estimated Accuracy
 LX3422;SPC CT       -   208,980.      364,790.      MT  (+/- 180 meters Scaled)
 LX3422
 LX3422                          SUPERSEDED SURVEY CONTROL
 LX3422
 LX3422  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG       
 LX3422
 LX3422.Superseded values are not recommended for survey control.
 LX3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3422.See file dsdata.txt to determine how the superseded data were derived.
 LX3422
 LX3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL482808(NAD 83)
 LX3422_MARKER: DD = SURVEY DISK
 LX3422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3422_SP_SET: CONCRETE POST
 LX3422_STAMPING: 3497
 LX3422_MARK LOGO: CTGS  
 LX3422_PROJECTION: PROJECTING 5 CENTIMETERS
 LX3422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3422+STABILITY: SURFACE MOTION
 LX3422
 LX3422  HISTORY     - Date     Condition        Report By
 LX3422  HISTORY     - 1975     MONUMENTED       CTGS
 LX3422  HISTORY     - 1986     GOOD             NGS
 LX3422  HISTORY     - 1989     GOOD             USPSQD
 LX3422
 LX3422                          STATION DESCRIPTION
 LX3422
 LX3422'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (RJ)
 LX3422'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF THE CENTER OF
 LX3422'NEW LONDON, 2-1/2 MILES NORTHWEST OF THE CENTER OF NOANK, AND
 LX3422'0.75 MILE SOUTHEAST OF THE CENTER OF GROTON.
 LX3422'
 LX3422'TO REACH THE STATION FROM GROTON AT INTERSECTION OF U.S. HIGHWAY
 LX3422'1 (FORT HILL ROAD) AND CONNECTICUT ROUTE 117 (NEW TOWN ROAD) GO
 LX3422'WESTERLY ON U.S. HIGHWAY 1 FOR 0.15 MILE TO DEPOT ROAD ON THE
 LX3422'LEFT.  CONTINUE SOUTHERLY ON DEPOT ROAD FOR 0.33 MILE TO THE
 LX3422'STATION ON THE LEFT, EAST.
 LX3422'
 LX3422'THE STATION MARK IS A U.S. COAST AND GEODETIC AND STATE SURVEY
 LX3422'BRONZE DISK, STAMPED 3497, SET IN THE TOP OF A REINFORCED
 LX3422'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE
 LX3422'TOP OF THE MONUMENT IS 2 INCHES ABOVE THE SURFACE OF THE
 LX3422'GROUND.  IT IS IN THE SOUTHWEST CORNER OF THE ELECTRIC BOAT
 LX3422'DIVISION PARKING LOT, 199 FEET SOUTH OF THE CENTER LINE OF
 LX3422'INDUSTRIAL ROAD, 79 FEET SOUTHEAST OF THE CENTER LINE OF RIVER
 LX3422'ROAD AT THE NORTH SIDE OF THE PENN. CENTRAL RAILROAD OVERPASS,
 LX3422'10.1 FEET NORTHEAST OF THE MOST NORTHERLY TRACK, AND 6.0 FEET
 LX3422'SOUTHEAST OF A RAILROAD POLE.
 LX3422'
 LX3422'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3422'IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE IN THE SOUTHEAST
 LX3422'CORNER OF A 6 FOOT BY 5 FOOT CONCRETE BLOCK JUNCTION BOX
 LX3422'BETWEEN RIVER ROAD AND THE ELECTRIC BOAT DIVISION PARKING LOT.  IT
 LX3422'IS 69 FEET NORTHEAST OF THE MOST NORTHERLY TRACK, 63.5 FEET
 LX3422'NORTH OF A RAILROAD POLE, AND 42 FEET SOUTHEAST OF THE RIVER
 LX3422'ROAD CENTER LINE.
 LX3422'
 LX3422'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3422'IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE IN THE NORTHEAST
 LX3422'CORNER OF A 10 FOOT BY 7 FOOT CONCRETE SLAB BETWEEN THE
 LX3422'RAILROAD TRACKS.  IT IS 115 FEET SOUTHEAST OF THE CENTER LINE
 LX3422'OF THE BRIDGE OVER RIVER ROAD, AND 54.7 FEET SOUTH OF A
 LX3422'RAILROAD POLE.
 LX3422'
 LX3422'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3422'IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE IN THE NORTHEAST
 LX3422'CORNER OF AN ABANDONED CONCRETE FOUNDATION.  IT IS 53.9 FEET
 LX3422'WEST OF A RAILROAD POLE, 23 FEET WEST OF THE SOUTHWEST CORNER
 LX3422'OF AN ABANDONED CONCRETE OVERPASS WINGWALL ON THE EAST SIDE OF
 LX3422'RIVER ROAD, AND 19 FEET SOUTHEAST OF THE RIVER ROAD CENTER LINE.
 LX3422'
 LX3422'3498 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC AND
 LX3422'STATE SURVEY BRONZE DISK, STAMPED 3498, SET IN THE TOP OF A
 LX3422'REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES
 LX3422'LONG.  THE TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE OF THE
 LX3422'GROUND.  TO REACH THE MARK GO NORTHERLY FOR 0.4 MILE ALONG
 LX3422'DEPOT ROAD TO THE INTERSECTION OF DEPOT ROAD AND U.S. HIGHWAY
 LX3422'1, GO WESTERLY ON U.S. HIGHWAY 1 FOR 0.3 MILE TO THE
 LX3422'INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 649 (SOUTH ROAD)
 LX3422'ON THE LEFT CONTINUE SOUTHERLY ON STATE ROAD 649 FOR 0.4 MILE
 LX3422'TO MARK ON THE LEFT, WEST.  THE MARK IS 241 FEET SOUTH OF THE
 LX3422'PENN. CENTRAL RAILROAD OVERPASS CENTER LINE, 44.5 FEET
 LX3422'SOUTH OF THE CENTER OF A FIRE HYDRANT ON THE WEST SIDE OF THE
 LX3422'ROAD, 35.7 FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3422'POLE 338, AND 3.5 FEET WEST OF THE FACE OF A STONE WALL ON
 LX3422'THE WEST SIDE OF THE ROAD.
 LX3422'
 LX3422'2091 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC AND
 LX3422'STATE SURVEY BRONZE DISK, STAMPED 2091, SET IN THE TOP OF A
 LX3422'REINFORCED CONCRETE POST, 6 INCHES BY 6 AND 48 INCHES LONG.  THE
 LX3422'TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LX3422'MARK IS 0.4 MILE NORTHERLY OF THE STATION ALONG DEPOT ROAD AT
 LX3422'THE NORTHWEST CORNER OF THE INTERSECTION OF DEPOT ROAD AND
 LX3422'U.S. HIGHWAY 1, 36 FEET NORTHWESTERLY FROM THE INTERSECTION OF
 LX3422'U.S. HIGHWAY 1 AND NORTH ROAD.
 LX3422'
 LX3422'ARP 2, GON (N.G.S.) (AZIMUTH MARK) IS A U.S. COAST AND
 LX3422'GEODETIC SURVEY TOPOGRAPHIC BRONZE DISK, STAMPED ARP 2 GON
 LX3422'1973, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6 INCHES BY
 LX3422'6 INCHES, AND 48 INCHES LONG.  THE TOP OF THE MONUMENT IS SET
 LX3422'FLUSH WITH THE SURFACE OF THE GROUND.  TO REACH THE MARK GO
 LX3422'NORTHERLY ON DEPOT ROAD FOR 0.4 MILE TO THE INTERSECTION OF
 LX3422'DEPOT ROAD AND U.S. HIGHWAY 1, GO WESTERLY ON U.S. HIGHWAY 1
 LX3422'FOR 0.3 MILE TO THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 LX3422'ROAD 649 ON THE LEFT.  GO SOUTHERLY ALONG STATE ROAD 649 FOR
 LX3422'0.9 MILE TO TRUMBULL AIRPORT.  THE MARK IS LOCATED AT
 LX3422'TRUMBULL AIRPORT IN A GRASS TRIANGLE FORMED BY THREE RUNWAYS.
 LX3422'IT IS 194 FEET SOUTH OF THE SOUTH EDGE OF RUNWAY 10-28, 190.3
 LX3422'FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 15-33,
 LX3422'AND 188.2 FEET EAST OF RUNWAY LIGHT 36.
 LX3422'
 LX3422'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 LX3422
 LX3422                          STATION RECOVERY (1986)
 LX3422
 LX3422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3422'0.6 KM (0.4 MI) SOUTH FROM POQUONOCK BRIDGE.
 LX3422'0.6 KM (0.35 MI) SOUTH ALONG DEPOT ROAD FROM THE INTERSECTION OF U.S.
 LX3422'HIGHWAY 1 AND NORTH ROAD IN POQUONOCK BRIDGE TO THE MARK ON THE LEFT,
 LX3422'AT THE EDGE OF A LARGE PARKING LOT FOR GENERAL DYNAMIC ELECTRIC BOAT
 LX3422'DIVISION, 60.65 METERS (199.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF
 LX3422'INDUSTRIAL ROAD, 24.08 METERS (79.0 FT) SOUTHEAST OF THE CENTER OF
 LX3422'RIVER ROAD AT THE NORTH SIDE OF THE RAILROAD OVERPASS, 3.08 METERS
 LX3422'(10.1 FT) NORTH-NORTHEAST OF THE MOST NORTHERLY RAIL OF A SIDE TRACK,
 LX3422'1.98 METERS (6.5 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 37.09
 LX3422'METERS (121.7 FT) EAST OF BENCH MARK J 6 WHICH IS DESCRIBED.
 LX3422'THE MARK IS 0.26 METERS  NE FROM  A WITNESS POST
 LX3422'THE MARK IS ABOVE LEVEL WITH TRACKS.
 LX3422
 LX3422                          STATION RECOVERY (1989)
 LX3422
 LX3422'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2448 ***********************************************************************
 LX2448  DESIGNATION -  35
 LX2448  PID         -  LX2448
 LX2448  STATE/COUNTY-  CT/LITCHFIELD
 LX2448  USGS QUAD   -  TORRINGTON (1984)
 LX2448
 LX2448                         *CURRENT SURVEY CONTROL
 LX2448  ___________________________________________________________________
 LX2448* NAD 83(1986)-  41 51 03.     (N)    073 05 49.     (W)     SCALED    
 LX2448* NAVD 88     -       229.149  (meters)     751.80   (feet)  ADJUSTED  
 LX2448  ___________________________________________________________________
 LX2448  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2448  DYNAMIC HT  -         229.073 (meters)     751.55  (feet)  COMP
 LX2448  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LX2448
 LX2448  VERT ORDER  -  FIRST     CLASS II
 LX2448
 LX2448.The horizontal coordinates were scaled from a topographic map and have
 LX2448.an estimated accuracy of +/- 6 seconds.
 LX2448
 LX2448.The orthometric height was determined by differential leveling
 LX2448.and adjusted by the National Geodetic Survey in June 1991..
 LX2448
 LX2448.The geoid height was determined by GEOID03.
 LX2448
 LX2448.The dynamic height is computed by dividing the NAVD 88
 LX2448.geopotential number by the normal gravity value computed on the
 LX2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2448.degrees latitude (g = 980.6199 gals.).
 LX2448
 LX2448.The modeled gravity was interpolated from observed gravity values.
 LX2448
 LX2448;                    North         East    Units  Estimated Accuracy
 LX2448;SPC CT       -   265,460.      275,990.      MT  (+/- 180 meters Scaled)
 LX2448
 LX2448                          SUPERSEDED SURVEY CONTROL
 LX2448
 LX2448.No superseded survey control is available for this station.
 LX2448
 LX2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM579349(NAD 83)
 LX2448_MARKER: DD = SURVEY DISK
 LX2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2448_SP_SET: CONCRETE POST
 LX2448_STAMPING: 35
 LX2448_MARK LOGO: CTGS  
 LX2448_PROJECTION: FLUSH
 LX2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2448+STABILITY: SURFACE MOTION
 LX2448
 LX2448  HISTORY     - Date     Condition        Report By
 LX2448  HISTORY     - UNK      MONUMENTED       CTGS
 LX2448  HISTORY     - 1985     GOOD             NGS
 LX2448
 LX2448                          STATION DESCRIPTION
 LX2448
 LX2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2448'5.1 KM (3.15 MI) NORTH FROM TORRINGTON.
 LX2448'5.1 KM (3.15 MI) NORTH ALONG COUNTY ROAD 800 (MAIN STREET) FROM THE
 LX2448'JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON TO THE MARK ON THE
 LX2448'LEFT, 8.01 METERS (26.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2448'72.23 METERS (237.0 FT) NORTH OF THE NORTH END OF THE WEST GUARD RAIL
 LX2448'OF THE BRIDGE OVER AN ABANDON RAILROAD GRADE, 21.33 METERS (70.0 FT)
 LX2448'NORTH-NORTHEAST OF POWER POLE 21-495.
 LX2448'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2448'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG6971 ***********************************************************************
 DG6971  DESIGNATION -  3502 CTGS
 DG6971  PID         -  DG6971
 DG6971  STATE/COUNTY-  CT/NEW LONDON
 DG6971  USGS QUAD   -  NEW LONDON (1984)
 DG6971
 DG6971                         *CURRENT SURVEY CONTROL
 DG6971  ___________________________________________________________________
 DG6971* NAD 83(1996)-  41 19 39.44080(N)    072 02 48.66885(W)     ADJUSTED  
 DG6971* NAVD 88     -         1.1    (meters)       4.     (feet)  GPS OBS   
 DG6971  ___________________________________________________________________
 DG6971  X           -   1,478,506.203 (meters)                     COMP
 DG6971  Y           -  -4,563,067.154 (meters)                     COMP
 DG6971  Z           -   4,189,795.260 (meters)                     COMP
 DG6971  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DG6971  ELLIP HEIGHT-         -29.52  (meters)          (09/07/04) GPS OBS
 DG6971  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 DG6971
 DG6971  HORZ ORDER  -  THIRD
 DG6971  ELLP ORDER  -  THIRD     CLASS II
 DG6971
 DG6971.The horizontal coordinates were established by GPS observations
 DG6971.and adjusted by the National Geodetic Survey in September 2004..
 DG6971
 DG6971.The orthometric height was determined by GPS observations and a
 DG6971.high-resolution geoid model.
 DG6971
 DG6971.Photographs are available for this station.
 DG6971
 DG6971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6971
 DG6971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6971
 DG6971.The ellipsoidal height was determined by GPS observations
 DG6971.and is referenced to NAD 83.
 DG6971
 DG6971.The geoid height was determined by GEOID03.
 DG6971
 DG6971;                    North         East     Units Scale Factor Converg.
 DG6971;SPC CT       -   207,534.258   363,664.887   MT  0.99998957   +0 27 58.4
 DG6971;SPC CT       -   680,885.31  1,193,123.88   sFT  0.99998957   +0 27 58.4
 DG6971;UTM  18      - 4,579,335.271   747,144.527   MT  1.00035177   +1 57 04.1
 DG6971;UTM  19      - 4,579,606.703   245,012.507   MT  1.00040025   -2 00 47.2
 DG6971
 DG6971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6971!SPC CT       -   1.00000463  x   0.99998957  =   0.99999420
 DG6971!UTM  18      -   1.00000463  x   1.00035177  =   1.00035640
 DG6971!UTM  19      -   1.00000463  x   1.00040025  =   1.00040488
 DG6971
 DG6971                          SUPERSEDED SURVEY CONTROL
 DG6971
 DG6971.No superseded survey control is available for this station.
 DG6971
 DG6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4714579335(NAD 83)
 DG6971_MARKER: DD = SURVEY DISK
 DG6971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6971_STAMPING: 3502
 DG6971_MARK LOGO: CTGS  
 DG6971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6971+STABILITY: SURFACE MOTION
 DG6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6971+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DG6971
 DG6971  HISTORY     - Date     Condition        Report By
 DG6971  HISTORY     - 20040804 MONUMENTED       CTGS
 DG6971
 DG6971                          STATION DESCRIPTION
 DG6971
 DG6971'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 2004 (DRM)
 DG6971'DESCRIBED BY THE NATIONAL GEODETIC SURVEY 2004 (DRM).THE STATION IS
 DG6971'LOCATED ABOUT 2-1/2 MILES  SOUTHEAST OF GROTON, ON THE GROTON-NEW
 DG6971'LONDON AIRPORT, IN THE GRASS AREA FORMED BY  RUNWAY 5-23, 15-33 AND
 DG6971'TAXIWAY C, ON PROPERTY OWNED BY THE STATE.  CONTACT THE AIRPORT
 DG6971'MANAGERS OFFICE IN THE MAIN TERMINAL BUILDING BEFORE GOING TO THE
 DG6971'STATION.  MANAGER CATHERINE  YOUNG (860)445-8549. TO REACH FORM THE
 DG6971'INTERSECTION OF STATE ROUTE 117 AND STATE ROUTE 1 GO  WEST ON ROUTE 1
 DG6971'FOR 0.35 MI (0.56 KM) TO SOUTH ROAD ON THE LEFT. TURNLEFT AND GO SOUTH
 DG6971'ON SOUTH  ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT ENTRANCE ROAD ON THE
 DG6971'LEFT.  TURN LEFT AND PROCEED 0.05 MI  (0.08 KM) ALONG THE AIRPORT
 DG6971'ENTRANCE ROAD TO THE FIRE STATION AND A GATE ON THE LEFT.  PROCEED
 DG6971'THROUGH THE GATE FOR 0.05 MI. TO TAXIWAY C, TURN RIGHT AND PROCEED 0.3
 DG6971'MI. SW ALONG TAXIWAY C TO  RUNWAY  15-33, CROSS RUNWAY 15-33 AND
 DG6971'CONTINUE FOR 0.1 MILE SW ALONG TAXIWAY C, THEN TURN LEFT  FOR 0.1 MILE
 DG6971'ACROSS THE GRASS INFIELD AND THE STATION DIRECTLY IN FRONT..THE
 DG6971'STATION IS A  STANDARD BRASS  DISK STAMPED-- 3502-- SET IN THE TOP OF
 DG6971'A CONCRETE MONUMENT SET FLUSH WITH  THE GROUND.  THE STATION IS
 DG6971'LOCATED 196.5 FT. NE OF A LIGHTED WINDSOCK INSIDE A SEGMENTED CIRCLE,
 DG6971'174.4 FT.NW FROM THE ELECTRICAL PANEL FOR THE PAPI SERVING RUNWAY END
 DG6971'5, 165.0 FT.NW FROM A  RUNWAY SIGN ADJACENT TO RUNWAY 5-23, AND 173.5
 DG6971'FT. WEST OF A RUNWAY LIGHT NEAR THE INTERSECTION  OF THE TWO RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3144 ***********************************************************************
 LX3144  DESIGNATION -  3512
 LX3144  PID         -  LX3144
 LX3144  STATE/COUNTY-  CT/HARTFORD
 LX3144  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3144
 LX3144                         *CURRENT SURVEY CONTROL
 LX3144  ___________________________________________________________________
 LX3144* NAD 83(1986)-  41 42 31.     (N)    072 39 46.     (W)     SCALED    
 LX3144* NAVD 88     -        12.838  (meters)      42.12   (feet)  ADJUSTED  
 LX3144  ___________________________________________________________________
 LX3144  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX3144  DYNAMIC HT  -          12.834 (meters)      42.11  (feet)  COMP
 LX3144  MODELED GRAV-     980,318.9   (mgal)                       NAVD 88
 LX3144
 LX3144  VERT ORDER  -  FIRST     CLASS II
 LX3144
 LX3144.The horizontal coordinates were scaled from a topographic map and have
 LX3144.an estimated accuracy of +/- 6 seconds.
 LX3144
 LX3144.The orthometric height was determined by differential leveling
 LX3144.and adjusted by the National Geodetic Survey in June 1991..
 LX3144
 LX3144.The geoid height was determined by GEOID03.
 LX3144
 LX3144.The dynamic height is computed by dividing the NAVD 88
 LX3144.geopotential number by the normal gravity value computed on the
 LX3144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3144.degrees latitude (g = 980.6199 gals.).
 LX3144
 LX3144.The modeled gravity was interpolated from observed gravity values.
 LX3144
 LX3144;                    North         East    Units  Estimated Accuracy
 LX3144;SPC CT       -   249,610.      312,060.      MT  (+/- 180 meters Scaled)
 LX3144
 LX3144                          SUPERSEDED SURVEY CONTROL
 LX3144
 LX3144.No superseded survey control is available for this station.
 LX3144
 LX3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM944200(NAD 83)
 LX3144_MARKER: DD = SURVEY DISK
 LX3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3144_SP_SET: CONCRETE POST
 LX3144_STAMPING: 3512
 LX3144_MARK LOGO: CTGS  
 LX3144_PROJECTION: FLUSH
 LX3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3144+STABILITY: SURFACE MOTION
 LX3144
 LX3144  HISTORY     - Date     Condition        Report By
 LX3144  HISTORY     - UNK      MONUMENTED       CTGS
 LX3144  HISTORY     - 1986     GOOD             NGS
 LX3144
 LX3144                          STATION DESCRIPTION
 LX3144
 LX3144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3144'IN WETHERSFIELD.
 LX3144'MARK IS LOCATED IN WETHERSFIELD ALONG SILAS DEANE HIGHWAY (HIGHWAY 99)
 LX3144'AT THE INTERSECTION OF BEAVER ROAD AND IN FRONT OF THE CORPUS CHRISTI
 LX3144'CHURCH.  IT IS 12.7 METERS (41.8 FT) WEST OF THE CENTERLINE OF SILAS
 LX3144'DEANE HIGHWAY, 20.7 METERS (68.2 FT) EAST OF THE NORTHEAST CORNER OF
 LX3144'THE CORPUS CHRISTI CHURCH, 18.2 METERS (60.0 FT) NORTH OF THE EXTENDED
 LX3144'CENTER OF BEAVER ROAD, 2.0 METERS (6.6 FT) SOUTHWEST OF A 12-INCH OAK
 LX3144'TREE AND 0.09 METERS (0.3 FT) EAST OF EAST EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3145 ***********************************************************************
 LX3145  DESIGNATION -  3513
 LX3145  PID         -  LX3145
 LX3145  STATE/COUNTY-  CT/HARTFORD
 LX3145  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3145
 LX3145                         *CURRENT SURVEY CONTROL
 LX3145  ___________________________________________________________________
 LX3145* NAD 83(1986)-  41 41 53.     (N)    072 39 31.     (W)     SCALED    
 LX3145* NAVD 88     -        19.643  (meters)      64.45   (feet)  ADJUSTED  
 LX3145  ___________________________________________________________________
 LX3145  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX3145  DYNAMIC HT  -          19.637 (meters)      64.43  (feet)  COMP
 LX3145  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 LX3145
 LX3145  VERT ORDER  -  FIRST     CLASS II
 LX3145
 LX3145.The horizontal coordinates were scaled from a topographic map and have
 LX3145.an estimated accuracy of +/- 6 seconds.
 LX3145
 LX3145.The orthometric height was determined by differential leveling
 LX3145.and adjusted by the National Geodetic Survey in June 1991..
 LX3145
 LX3145.The geoid height was determined by GEOID03.
 LX3145
 LX3145.The dynamic height is computed by dividing the NAVD 88
 LX3145.geopotential number by the normal gravity value computed on the
 LX3145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3145.degrees latitude (g = 980.6199 gals.).
 LX3145
 LX3145.The modeled gravity was interpolated from observed gravity values.
 LX3145
 LX3145;                    North         East    Units  Estimated Accuracy
 LX3145;SPC CT       -   248,440.      312,410.      MT  (+/- 180 meters Scaled)
 LX3145
 LX3145                          SUPERSEDED SURVEY CONTROL
 LX3145
 LX3145.No superseded survey control is available for this station.
 LX3145
 LX3145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM948189(NAD 83)
 LX3145_MARKER: DD = SURVEY DISK
 LX3145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3145_SP_SET: CONCRETE POST
 LX3145_STAMPING: 3513
 LX3145_MARK LOGO: CTGS  
 LX3145_PROJECTION: RECESSED 8 CENTIMETERS
 LX3145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3145+STABILITY: SURFACE MOTION
 LX3145
 LX3145  HISTORY     - Date     Condition        Report By
 LX3145  HISTORY     - UNK      MONUMENTED       CTGS
 LX3145  HISTORY     - 1986     GOOD             NGS
 LX3145
 LX3145                          STATION DESCRIPTION
 LX3145
 LX3145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3145'IN WETHERSFIELD.
 LX3145'MARK IS LOCATED IN WETHERSFIELD ALONG SILAS DEANE HIGHWAY (HIGHWAY 99)
 LX3145'AND AT THE JUNCTION OF STATE HIGHWAY 3.  IT IS 7.9 METERS (26.2 FT)
 LX3145'EAST OF THE CENTERLINE OF SILAS DEANE HIGHWAY, 69.7 METERS (229.0 FT)
 LX3145'NORTH OF THE INTERSECTION OF STATE HIGHWAY 3, 16.1 METERS (53.0 FT)
 LX3145'SOUTH OF THE CENTER OF A DRIVEWAY TO THE PORCH AND PATIO CASUAL
 LX3145'FURNITURE STORE, 15.3 METERS (50.5 FT) NORTHWEST OF THE NORTHWEST
 LX3145'CORNER OF BUILDING NO. 912, 5.6 METERS (18.4 FT) WEST OF THE NORTHWEST
 LX3145'END OF SIDEWALK AND 1.6 METERS (5.5 FT) NORTHWEST OF POWER POLE NO.
 LX3145'2642.
 LX3145'THE MARK IS 0.18 M ABOVE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2176 ***********************************************************************
 LX2176  DESIGNATION -  3515
 LX2176  PID         -  LX2176
 LX2176  STATE/COUNTY-  CT/HARTFORD
 LX2176  USGS QUAD   -  MANCHESTER (1992)
 LX2176
 LX2176                         *CURRENT SURVEY CONTROL
 LX2176  ___________________________________________________________________
 LX2176* NAD 83(1986)-  41 46 35.     (N)    072 31 05.     (W)     SCALED    
 LX2176* NAVD 88     -        83.931  (meters)     275.36   (feet)  ADJUSTED  
 LX2176  ___________________________________________________________________
 LX2176  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2176  DYNAMIC HT  -          83.904 (meters)     275.27  (feet)  COMP
 LX2176  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LX2176
 LX2176  VERT ORDER  -  FIRST     CLASS II
 LX2176
 LX2176.The horizontal coordinates were scaled from a topographic map and have
 LX2176.an estimated accuracy of +/- 6 seconds.
 LX2176
 LX2176.The orthometric height was determined by differential leveling
 LX2176.and adjusted by the National Geodetic Survey in June 1991..
 LX2176
 LX2176.The geoid height was determined by GEOID03.
 LX2176
 LX2176.The dynamic height is computed by dividing the NAVD 88
 LX2176.geopotential number by the normal gravity value computed on the
 LX2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2176.degrees latitude (g = 980.6199 gals.).
 LX2176
 LX2176.The modeled gravity was interpolated from observed gravity values.
 LX2176
 LX2176;                    North         East    Units  Estimated Accuracy
 LX2176;SPC CT       -   257,160.      324,080.      MT  (+/- 180 meters Scaled)
 LX2176
 LX2176                          SUPERSEDED SURVEY CONTROL
 LX2176
 LX2176.No superseded survey control is available for this station.
 LX2176
 LX2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM062279(NAD 83)
 LX2176_MARKER: DD = SURVEY DISK
 LX2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2176_SP_SET: CONCRETE POST
 LX2176_STAMPING: 3515
 LX2176_MARK LOGO: CTGS  
 LX2176_PROJECTION: FLUSH
 LX2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2176+STABILITY: SURFACE MOTION
 LX2176
 LX2176  HISTORY     - Date     Condition        Report By
 LX2176  HISTORY     - UNK      MONUMENTED       CTGS
 LX2176  HISTORY     - 1984     GOOD             NGS
 LX2176  HISTORY     - 1986     GOOD             NGS
 LX2176
 LX2176                          STATION DESCRIPTION
 LX2176
 LX2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2176'IN MANCHESTER.
 LX2176'IN MANCHESTER, ALONG U.S. HIGHWAYS 6 AND 44, AT THE JUNCTION OF FOSTER
 LX2176'STREET, IN THE MEDIAN OF THE HIGHWAYS, 6.52 METERS (21.4 FT) NORTH OF
 LX2176'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 11.43 METERS
 LX2176'(37.5 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 LX2176'HIGHWAY, 5.00 METERS (16.4 FT) WEST OF THE SOUTHWEST CORNER OF A CATCH
 LX2176'BASIN AT THE EAST END OF THE MEDIAN.
 LX2176'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2176
 LX2176                          STATION RECOVERY (1986)
 LX2176
 LX2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2175 ***********************************************************************
 LX2175  DESIGNATION -  3516
 LX2175  PID         -  LX2175
 LX2175  STATE/COUNTY-  CT/HARTFORD
 LX2175  USGS QUAD   -  MANCHESTER (1992)
 LX2175
 LX2175                         *CURRENT SURVEY CONTROL
 LX2175  ___________________________________________________________________
 LX2175* NAD 83(1986)-  41 46 41.     (N)    072 30 24.     (W)     SCALED    
 LX2175* NAVD 88     -        92.687  (meters)     304.09   (feet)  ADJUSTED  
 LX2175  ___________________________________________________________________
 LX2175  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2175  DYNAMIC HT  -          92.657 (meters)     303.99  (feet)  COMP
 LX2175  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 LX2175
 LX2175  VERT ORDER  -  FIRST     CLASS II
 LX2175
 LX2175.The horizontal coordinates were scaled from a topographic map and have
 LX2175.an estimated accuracy of +/- 6 seconds.
 LX2175
 LX2175.The orthometric height was determined by differential leveling
 LX2175.and adjusted by the National Geodetic Survey in June 1991..
 LX2175
 LX2175.The geoid height was determined by GEOID03.
 LX2175
 LX2175.The dynamic height is computed by dividing the NAVD 88
 LX2175.geopotential number by the normal gravity value computed on the
 LX2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2175.degrees latitude (g = 980.6199 gals.).
 LX2175
 LX2175.The modeled gravity was interpolated from observed gravity values.
 LX2175
 LX2175;                    North         East    Units  Estimated Accuracy
 LX2175;SPC CT       -   257,350.      325,030.      MT  (+/- 180 meters Scaled)
 LX2175
 LX2175                          SUPERSEDED SURVEY CONTROL
 LX2175
 LX2175.No superseded survey control is available for this station.
 LX2175
 LX2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM072281(NAD 83)
 LX2175_MARKER: DD = SURVEY DISK
 LX2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2175_SP_SET: CONCRETE POST
 LX2175_STAMPING: 3516
 LX2175_MARK LOGO: CTGS  
 LX2175_PROJECTION: FLUSH
 LX2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2175+STABILITY: SURFACE MOTION
 LX2175
 LX2175  HISTORY     - Date     Condition        Report By
 LX2175  HISTORY     - UNK      MONUMENTED       CTGS
 LX2175  HISTORY     - 1984     GOOD             NGS
 LX2175
 LX2175                          STATION DESCRIPTION
 LX2175
 LX2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2175'1.3 KM (0.8 MI) EAST FROM MANCHESTER.
 LX2175'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST OFFICE
 LX2175'IN MANCHESTER TO THE MARK ON THE RIGHT, IN A GRASSY MEDIAN IN FRONT OF
 LX2175'BUILDING, 7.62 METERS (25.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX2175'HIGHWAYS, 19.81 METERS (65.0 FT) SOUTHWEST OF THE SOUTHWEST FACE OF
 LX2175'THE MAIN ENTRANCE TO BUILDING 358, 7.31 METERS (24.0 FT) WEST OF
 LX2175'UTILITY POLE 144.
 LX2175'THE MARK IS 0.18 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2174 ***********************************************************************
 LX2174  DESIGNATION -  3517
 LX2174  PID         -  LX2174
 LX2174  STATE/COUNTY-  CT/HARTFORD
 LX2174  USGS QUAD   -  MANCHESTER (1992)
 LX2174
 LX2174                         *CURRENT SURVEY CONTROL
 LX2174  ___________________________________________________________________
 LX2174* NAD 83(1986)-  41 46 48.     (N)    072 30 12.     (W)     SCALED    
 LX2174* NAVD 88     -        99.433  (meters)     326.22   (feet)  ADJUSTED  
 LX2174  ___________________________________________________________________
 LX2174  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2174  DYNAMIC HT  -          99.401 (meters)     326.12  (feet)  COMP
 LX2174  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LX2174
 LX2174  VERT ORDER  -  FIRST     CLASS II
 LX2174
 LX2174.The horizontal coordinates were scaled from a topographic map and have
 LX2174.an estimated accuracy of +/- 6 seconds.
 LX2174
 LX2174.The orthometric height was determined by differential leveling
 LX2174.and adjusted by the National Geodetic Survey in June 1991..
 LX2174
 LX2174.The geoid height was determined by GEOID03.
 LX2174
 LX2174.The dynamic height is computed by dividing the NAVD 88
 LX2174.geopotential number by the normal gravity value computed on the
 LX2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2174.degrees latitude (g = 980.6199 gals.).
 LX2174
 LX2174.The modeled gravity was interpolated from observed gravity values.
 LX2174
 LX2174;                    North         East    Units  Estimated Accuracy
 LX2174;SPC CT       -   257,570.      325,310.      MT  (+/- 180 meters Scaled)
 LX2174
 LX2174                          SUPERSEDED SURVEY CONTROL
 LX2174
 LX2174.No superseded survey control is available for this station.
 LX2174
 LX2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM074283(NAD 83)
 LX2174_MARKER: DD = SURVEY DISK
 LX2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2174_SP_SET: CONCRETE POST
 LX2174_STAMPING: 3517
 LX2174_MARK LOGO: CTGS  
 LX2174_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2174+STABILITY: SURFACE MOTION
 LX2174
 LX2174  HISTORY     - Date     Condition        Report By
 LX2174  HISTORY     - UNK      MONUMENTED       CTGS
 LX2174  HISTORY     - 1984     GOOD             NGS
 LX2174
 LX2174                          STATION DESCRIPTION
 LX2174
 LX2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2174'1.7 KM (1.05 MI) EAST FROM MANCHESTER.
 LX2174'1.7 KM (1.05 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2174'OFFICE IN MANCHESTER TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY FROM
 LX2174'HOUSE 463, 7.62 METERS (25.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2174'HIGHWAYS, 10.60 METERS (34.8 FT) NORTHEAST OF UTILITY POLE 1957,
 LX2174'4.32 METERS (14.2 FT) WEST OF THE WEST CORNER OF BUILDING 464.
 LX2174'THE MARK IS 0.18 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2173 ***********************************************************************
 LX2173  DESIGNATION -  3518
 LX2173  PID         -  LX2173
 LX2173  STATE/COUNTY-  CT/HARTFORD
 LX2173  USGS QUAD   -  MANCHESTER (1992)
 LX2173
 LX2173                         *CURRENT SURVEY CONTROL
 LX2173  ___________________________________________________________________
 LX2173* NAD 83(1986)-  41 46 54.     (N)    072 30 06.     (W)     SCALED    
 LX2173* NAVD 88     -        96.649  (meters)     317.09   (feet)  ADJUSTED  
 LX2173  ___________________________________________________________________
 LX2173  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2173  DYNAMIC HT  -          96.617 (meters)     316.98  (feet)  COMP
 LX2173  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LX2173
 LX2173  VERT ORDER  -  FIRST     CLASS II
 LX2173
 LX2173.The horizontal coordinates were scaled from a topographic map and have
 LX2173.an estimated accuracy of +/- 6 seconds.
 LX2173
 LX2173.The orthometric height was determined by differential leveling
 LX2173.and adjusted by the National Geodetic Survey in June 1991..
 LX2173
 LX2173.The geoid height was determined by GEOID03.
 LX2173
 LX2173.The dynamic height is computed by dividing the NAVD 88
 LX2173.geopotential number by the normal gravity value computed on the
 LX2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2173.degrees latitude (g = 980.6199 gals.).
 LX2173
 LX2173.The modeled gravity was interpolated from observed gravity values.
 LX2173
 LX2173;                    North         East    Units  Estimated Accuracy
 LX2173;SPC CT       -   257,750.      325,450.      MT  (+/- 180 meters Scaled)
 LX2173
 LX2173                          SUPERSEDED SURVEY CONTROL
 LX2173
 LX2173.No superseded survey control is available for this station.
 LX2173
 LX2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM076285(NAD 83)
 LX2173_MARKER: DD = SURVEY DISK
 LX2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2173_SP_SET: CONCRETE POST
 LX2173_STAMPING: 3518
 LX2173_MARK LOGO: CTGS  
 LX2173_PROJECTION: RECESSED 5 CENTIMETERS
 LX2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2173+STABILITY: SURFACE MOTION
 LX2173
 LX2173  HISTORY     - Date     Condition        Report By
 LX2173  HISTORY     - UNK      MONUMENTED       CTGS
 LX2173  HISTORY     - 1984     GOOD             NGS
 LX2173
 LX2173                          STATION DESCRIPTION
 LX2173
 LX2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2173'1.9 KM (1.2 MI) EAST FROM MANCHESTER.
 LX2173'1.9 KM (1.2 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST OFFICE
 LX2173'IN MANCHESTER TO THE MARK ON THE RIGHT, AT THE EAST SIDE OF THE LAWN
 LX2173'OF HOUSE 512, 9.29 METERS (30.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2173'HIGHWAYS, 14.32 METERS (47.0 FT) NORTH OF THE NORTH CORNER OF THE
 LX2173'HOUSE, 1.98 METERS (6.5 FT) SOUTH OF UTILITY POLE 1964.
 LX2173'THE MARK IS 0.61 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2172 ***********************************************************************
 LX2172  DESIGNATION -  3519
 LX2172  PID         -  LX2172
 LX2172  STATE/COUNTY-  CT/HARTFORD
 LX2172  USGS QUAD   -  MANCHESTER (1992)
 LX2172
 LX2172                         *CURRENT SURVEY CONTROL
 LX2172  ___________________________________________________________________
 LX2172* NAD 83(1986)-  41 47 04.     (N)    072 29 58.     (W)     SCALED    
 LX2172* NAVD 88     -        96.676  (meters)     317.18   (feet)  ADJUSTED  
 LX2172  ___________________________________________________________________
 LX2172  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2172  DYNAMIC HT  -          96.644 (meters)     317.07  (feet)  COMP
 LX2172  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 LX2172
 LX2172  VERT ORDER  -  FIRST     CLASS II
 LX2172
 LX2172.The horizontal coordinates were scaled from a topographic map and have
 LX2172.an estimated accuracy of +/- 6 seconds.
 LX2172
 LX2172.The orthometric height was determined by differential leveling
 LX2172.and adjusted by the National Geodetic Survey in June 1991..
 LX2172
 LX2172.The geoid height was determined by GEOID03.
 LX2172
 LX2172.The dynamic height is computed by dividing the NAVD 88
 LX2172.geopotential number by the normal gravity value computed on the
 LX2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2172.degrees latitude (g = 980.6199 gals.).
 LX2172
 LX2172.The modeled gravity was interpolated from observed gravity values.
 LX2172
 LX2172;                    North         East    Units  Estimated Accuracy
 LX2172;SPC CT       -   258,060.      325,630.      MT  (+/- 180 meters Scaled)
 LX2172
 LX2172                          SUPERSEDED SURVEY CONTROL
 LX2172
 LX2172.No superseded survey control is available for this station.
 LX2172
 LX2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM077288(NAD 83)
 LX2172_MARKER: DD = SURVEY DISK
 LX2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2172_SP_SET: CONCRETE POST
 LX2172_STAMPING: 3519
 LX2172_MARK LOGO: CTGS  
 LX2172_PROJECTION: RECESSED 15 CENTIMETERS
 LX2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2172+STABILITY: SURFACE MOTION
 LX2172
 LX2172  HISTORY     - Date     Condition        Report By
 LX2172  HISTORY     - UNK      MONUMENTED       CTGS
 LX2172  HISTORY     - 1984     GOOD             NGS
 LX2172
 LX2172                          STATION DESCRIPTION
 LX2172
 LX2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2172'2.3 KM (1.45 MI) EAST FROM MANCHESTER.
 LX2172'2.3 KM (1.45 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2172'OFFICE IN MANCHESTER TO THE MARK ON THE LEFT, IN A SMALL PARK, AT THE
 LX2172'JUNCTION OF MIDDLE TURNPIKE, 24.70 METERS (81.0 FT) EAST OF THE TOP
 LX2172'NUT OF A FIRE HYDRANT, 6.40 METERS (21.0 FT) SOUTH-SOUTHWEST OF THE
 LX2172'SOUTHEAST CORNER OF A CATCH BASIN, 6.21 METERS (20.4 FT) NORTH OF
 LX2172'UTILITY POLE 6186, 255S.
 LX2172'THE MARK IS 0.30 M ABOVE MIDDLE TURNPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2625 ***********************************************************************
 LX2625  DESIGNATION -  352 CU
 LX2625  PID         -  LX2625
 LX2625  STATE/COUNTY-  CT/LITCHFIELD
 LX2625  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2625
 LX2625                         *CURRENT SURVEY CONTROL
 LX2625  ___________________________________________________________________
 LX2625* NAD 83(1986)-  41 45 21.     (N)    073 10 58.     (W)     SCALED    
 LX2625* NAVD 88     -       291.997  (meters)     957.99   (feet)  ADJUSTED  
 LX2625  ___________________________________________________________________
 LX2625  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2625  DYNAMIC HT  -         291.897 (meters)     957.67  (feet)  COMP
 LX2625  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 LX2625
 LX2625  VERT ORDER  -  FIRST     CLASS II
 LX2625
 LX2625.The horizontal coordinates were scaled from a topographic map and have
 LX2625.an estimated accuracy of +/- 6 seconds.
 LX2625
 LX2625.The orthometric height was determined by differential leveling
 LX2625.and adjusted by the National Geodetic Survey in June 1991..
 LX2625
 LX2625.The geoid height was determined by GEOID03.
 LX2625
 LX2625.The dynamic height is computed by dividing the NAVD 88
 LX2625.geopotential number by the normal gravity value computed on the
 LX2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2625.degrees latitude (g = 980.6199 gals.).
 LX2625
 LX2625.The modeled gravity was interpolated from observed gravity values.
 LX2625
 LX2625;                    North         East    Units  Estimated Accuracy
 LX2625;SPC CT       -   254,940.      268,810.      MT  (+/- 180 meters Scaled)
 LX2625
 LX2625                          SUPERSEDED SURVEY CONTROL
 LX2625
 LX2625.No superseded survey control is available for this station.
 LX2625
 LX2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM510242(NAD 83)
 LX2625_MARKER: DD = SURVEY DISK
 LX2625_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2625_SP_SET: ABUTMENT
 LX2625_STAMPING: 352
 LX2625_MARK LOGO: NONE  
 LX2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2625+STABILITY: SURFACE MOTION
 LX2625
 LX2625  HISTORY     - Date     Condition        Report By
 LX2625  HISTORY     - UNK      MONUMENTED       CU
 LX2625  HISTORY     - 1985     GOOD             NGS
 LX2625
 LX2625                          STATION DESCRIPTION
 LX2625
 LX2625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2625'1.1 KM (0.7 MI) NE FROM LITCHFIELD.
 LX2625'1.1 KM (0.75 MI) NORTHEAST ALONG U.S HIGHWAY 202 FROM THE JUNCTION OF
 LX2625'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE MARK ON THE RIGHT, IN THE
 LX2625'SOUTHEAST ABUTMENT OF BRIDGE OVER BANTAM RIVER, 3.9 METERS (15.5 FT)
 LX2625'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 LX2625'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2169 ***********************************************************************
 LX2169  DESIGNATION -  3520
 LX2169  PID         -  LX2169
 LX2169  STATE/COUNTY-  CT/HARTFORD
 LX2169  USGS QUAD   -  ROCKVILLE (1984)
 LX2169
 LX2169                         *CURRENT SURVEY CONTROL
 LX2169  ___________________________________________________________________
 LX2169* NAD 83(1986)-  41 47 02.     (N)    072 28 16.     (W)     SCALED    
 LX2169* NAVD 88     -       145.645  (meters)     477.84   (feet)  ADJUSTED  
 LX2169  ___________________________________________________________________
 LX2169  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2169  DYNAMIC HT  -         145.596 (meters)     477.68  (feet)  COMP
 LX2169  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX2169
 LX2169  VERT ORDER  -  FIRST     CLASS II
 LX2169
 LX2169.The horizontal coordinates were scaled from a topographic map and have
 LX2169.an estimated accuracy of +/- 6 seconds.
 LX2169
 LX2169.The orthometric height was determined by differential leveling
 LX2169.and adjusted by the National Geodetic Survey in June 1991..
 LX2169
 LX2169.The geoid height was determined by GEOID03.
 LX2169
 LX2169.The dynamic height is computed by dividing the NAVD 88
 LX2169.geopotential number by the normal gravity value computed on the
 LX2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2169.degrees latitude (g = 980.6199 gals.).
 LX2169
 LX2169.The modeled gravity was interpolated from observed gravity values.
 LX2169
 LX2169;                    North         East    Units  Estimated Accuracy
 LX2169;SPC CT       -   258,010.      327,990.      MT  (+/- 180 meters Scaled)
 LX2169
 LX2169                          SUPERSEDED SURVEY CONTROL
 LX2169
 LX2169.No superseded survey control is available for this station.
 LX2169
 LX2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM101288(NAD 83)
 LX2169_MARKER: DD = SURVEY DISK
 LX2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2169_SP_SET: CONCRETE POST
 LX2169_STAMPING: 3520
 LX2169_MARK LOGO: CTGS  
 LX2169_PROJECTION: FLUSH
 LX2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2169+STABILITY: SURFACE MOTION
 LX2169
 LX2169  HISTORY     - Date     Condition        Report By
 LX2169  HISTORY     - UNK      MONUMENTED       CTGS
 LX2169  HISTORY     - 1984     GOOD             NGS
 LX2169
 LX2169                          STATION DESCRIPTION
 LX2169
 LX2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2169'4.8 KM (3.0 MI) EAST FROM MANCHESTER.
 LX2169'4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST OFFICE
 LX2169'IN MANCHESTER TO THE MARK ON THE RIGHT, NEAR THE MANCHESTER - BOLTON
 LX2169'TOWN LINE, 5.12 METERS (16.8 FT) SOUTH OF THE CENTERLINE OF THE
 LX2169'HIGHWAYS, 8.83 METERS (29.0 FT) WEST OF THE SOUTH STEEL LEG OF THE
 LX2169'TOWN LIMITS SIGN, 5.80 METERS (19.0 FT) EAST OF UTILITY POLE 70,
 LX2169'0.61 METER (2.0 FT) SOUTH OF A STEEL CABLE GUARD RAIL.
 LX2169'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2555 ***********************************************************************
 LX2555  DESIGNATION -  3523 CTGS
 LX2555  PID         -  LX2555
 LX2555  STATE/COUNTY-  CT/LITCHFIELD
 LX2555  USGS QUAD   -  NEW PRESTON (1984)
 LX2555
 LX2555                         *CURRENT SURVEY CONTROL
 LX2555  ___________________________________________________________________
 LX2555* NAD 83(1986)-  41 40 33.     (N)    073 21 10.     (W)     SCALED    
 LX2555* NAVD 88     -       192.149  (meters)     630.41   (feet)  ADJUSTED  
 LX2555  ___________________________________________________________________
 LX2555  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2555  DYNAMIC HT  -         192.084 (meters)     630.20  (feet)  COMP
 LX2555  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LX2555
 LX2555  VERT ORDER  -  FIRST     CLASS II
 LX2555
 LX2555.The horizontal coordinates were scaled from a topographic map and have
 LX2555.an estimated accuracy of +/- 6 seconds.
 LX2555
 LX2555.The orthometric height was determined by differential leveling
 LX2555.and adjusted by the National Geodetic Survey in June 1991..
 LX2555
 LX2555.The geoid height was determined by GEOID03.
 LX2555
 LX2555.The dynamic height is computed by dividing the NAVD 88
 LX2555.geopotential number by the normal gravity value computed on the
 LX2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2555.degrees latitude (g = 980.6199 gals.).
 LX2555
 LX2555.The modeled gravity was interpolated from observed gravity values.
 LX2555
 LX2555;                    North         East    Units  Estimated Accuracy
 LX2555;SPC CT       -   246,140.      254,610.      MT  (+/- 180 meters Scaled)
 LX2555
 LX2555                          SUPERSEDED SURVEY CONTROL
 LX2555
 LX2555.No superseded survey control is available for this station.
 LX2555
 LX2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM371150(NAD 83)
 LX2555_MARKER: DD = SURVEY DISK
 LX2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2555_SP_SET: CONCRETE POST
 LX2555_STAMPING: 3523
 LX2555_MARK LOGO: CTGS  
 LX2555_PROJECTION: FLUSH
 LX2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2555+STABILITY: SURFACE MOTION
 LX2555
 LX2555  HISTORY     - Date     Condition        Report By
 LX2555  HISTORY     - UNK      MONUMENTED       CTGS
 LX2555  HISTORY     - 1985     GOOD             NGS
 LX2555
 LX2555                          STATION DESCRIPTION
 LX2555
 LX2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2555'11.7 KM (7.3 MI) SW FROM BANTAM.
 LX2555'11.7 KM (7.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST
 LX2555'OFFICE IN BANTAM TO THE MARK ON THE RIGHT, IN THE NORTHEAST ANGLE OF
 LX2555'THE INTERSECTION OF THE HIGHWAY AND BALDWIN HILL ROAD, 14.5 METERS
 LX2555'(47.7 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.7 METERS
 LX2555'(8.8 FT) SOUTHWEST OF POWER POLE NUMBER 456.
 LX2555'THE MARK IS 1.1 METERS  SE FROM  A WITNESS POST
 LX2555'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2554 ***********************************************************************
 LX2554  DESIGNATION -  3524
 LX2554  PID         -  LX2554
 LX2554  STATE/COUNTY-  CT/LITCHFIELD
 LX2554  USGS QUAD   -  NEW PRESTON (1984)
 LX2554
 LX2554                         *CURRENT SURVEY CONTROL
 LX2554  ___________________________________________________________________
 LX2554* NAD 83(1986)-  41 40 54.     (N)    073 21 12.     (W)     SCALED    
 LX2554* NAVD 88     -       217.480  (meters)     713.52   (feet)  ADJUSTED  
 LX2554  ___________________________________________________________________
 LX2554  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2554  DYNAMIC HT  -         217.406 (meters)     713.27  (feet)  COMP
 LX2554  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LX2554
 LX2554  VERT ORDER  -  FIRST     CLASS II
 LX2554
 LX2554.The horizontal coordinates were scaled from a topographic map and have
 LX2554.an estimated accuracy of +/- 6 seconds.
 LX2554
 LX2554.The orthometric height was determined by differential leveling
 LX2554.and adjusted by the National Geodetic Survey in June 1991..
 LX2554
 LX2554.The geoid height was determined by GEOID03.
 LX2554
 LX2554.The dynamic height is computed by dividing the NAVD 88
 LX2554.geopotential number by the normal gravity value computed on the
 LX2554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2554.degrees latitude (g = 980.6199 gals.).
 LX2554
 LX2554.The modeled gravity was interpolated from observed gravity values.
 LX2554
 LX2554;                    North         East    Units  Estimated Accuracy
 LX2554;SPC CT       -   246,790.      254,570.      MT  (+/- 180 meters Scaled)
 LX2554
 LX2554                          SUPERSEDED SURVEY CONTROL
 LX2554
 LX2554.No superseded survey control is available for this station.
 LX2554
 LX2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM370157(NAD 83)
 LX2554_MARKER: DD = SURVEY DISK
 LX2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2554_SP_SET: CONCRETE POST
 LX2554_STAMPING: 3524
 LX2554_MARK LOGO: CTGS  
 LX2554_PROJECTION: RECESSED 3 CENTIMETERS
 LX2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2554+STABILITY: SURFACE MOTION
 LX2554
 LX2554  HISTORY     - Date     Condition        Report By
 LX2554  HISTORY     - UNK      MONUMENTED       CTGS
 LX2554  HISTORY     - 1985     GOOD             NGS
 LX2554
 LX2554                          STATION DESCRIPTION
 LX2554
 LX2554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2554'IN NEW PRESTON.
 LX2554'IN NEW PRESTON, 0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE
 LX2554'JUNCTION OF U.S. HIGHWAY 202 TO THE MARK ON THE LEFT, AT THE JUNCTION
 LX2554'OF WEST SHORE ROAD, 6.2 METERS (20.3 FT) NORTHWEST OF THE CENTERLINE
 LX2554'OF THE HIGHWAY, 28.7 METERS (94.0 FT) SOUTHWEST OF THE CENTERLINE OF
 LX2554'THE ROAD, 1.8 METERS (5.9 FT) EAST OF POWER POLE 1710.
 LX2554'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2551 ***********************************************************************
 LX2551  DESIGNATION -  3526
 LX2551  PID         -  LX2551
 LX2551  STATE/COUNTY-  CT/LITCHFIELD
 LX2551  USGS QUAD   -  NEW PRESTON (1984)
 LX2551
 LX2551                         *CURRENT SURVEY CONTROL
 LX2551  ___________________________________________________________________
 LX2551* NAD 83(1986)-  41 42 09.     (N)    073 20 44.     (W)     SCALED    
 LX2551* NAVD 88     -       221.503  (meters)     726.71   (feet)  ADJUSTED  
 LX2551  ___________________________________________________________________
 LX2551  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2551  DYNAMIC HT  -         221.424 (meters)     726.46  (feet)  COMP
 LX2551  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 LX2551
 LX2551  VERT ORDER  -  FIRST     CLASS II
 LX2551
 LX2551.The horizontal coordinates were scaled from a topographic map and have
 LX2551.an estimated accuracy of +/- 6 seconds.
 LX2551
 LX2551.The orthometric height was determined by differential leveling
 LX2551.and adjusted by the National Geodetic Survey in June 1991..
 LX2551
 LX2551.The geoid height was determined by GEOID03.
 LX2551
 LX2551.The dynamic height is computed by dividing the NAVD 88
 LX2551.geopotential number by the normal gravity value computed on the
 LX2551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2551.degrees latitude (g = 980.6199 gals.).
 LX2551
 LX2551.The modeled gravity was interpolated from observed gravity values.
 LX2551
 LX2551;                    North         East    Units  Estimated Accuracy
 LX2551;SPC CT       -   249,100.      255,230.      MT  (+/- 180 meters Scaled)
 LX2551
 LX2551                          SUPERSEDED SURVEY CONTROL
 LX2551
 LX2551.No superseded survey control is available for this station.
 LX2551
 LX2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM376180(NAD 83)
 LX2551_MARKER: DD = SURVEY DISK
 LX2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2551_SP_SET: CONCRETE POST
 LX2551_STAMPING: 3526
 LX2551_MARK LOGO: CTGS  
 LX2551_PROJECTION: FLUSH
 LX2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2551+STABILITY: SURFACE MOTION
 LX2551
 LX2551  HISTORY     - Date     Condition        Report By
 LX2551  HISTORY     - UNK      MONUMENTED       CTGS
 LX2551  HISTORY     - 1985     GOOD             NGS
 LX2551
 LX2551                          STATION DESCRIPTION
 LX2551
 LX2551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2551'3.4 KM (2.1 MI) NORTH FROM NEW PRESTON.
 LX2551'3.4 KM (2.1 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 LX2551'U.S. HIGHWAY 202 IN NEW PRESTON TO THE MARK ON THE LEFT, AT THE
 LX2551'JUNCTION OF NORTH SHORE ROAD, 11.6 METERS (37.6 FT) WEST OF THE
 LX2551'CENTERLINE OF THE HIGHWAY, 17.4 METERS (57.0 FT) SOUTH OF THE
 LX2551'CENTERLINE OF NORTH SHORE ROAD.
 LX2551'THE MARK IS 0.76 METERS  N FROM  A WITNESS POST
 LX2551'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2550 ***********************************************************************
 LX2550  DESIGNATION -  3528
 LX2550  PID         -  LX2550
 LX2550  STATE/COUNTY-  CT/LITCHFIELD
 LX2550  USGS QUAD   -  NEW PRESTON (1984)
 LX2550
 LX2550                         *CURRENT SURVEY CONTROL
 LX2550  ___________________________________________________________________
 LX2550* NAD 83(1986)-  41 42 35.     (N)    073 20 45.     (W)     SCALED    
 LX2550* NAVD 88     -       248.992  (meters)     816.90   (feet)  ADJUSTED  
 LX2550  ___________________________________________________________________
 LX2550  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2550  DYNAMIC HT  -         248.902 (meters)     816.61  (feet)  COMP
 LX2550  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 LX2550
 LX2550  VERT ORDER  -  FIRST     CLASS II
 LX2550
 LX2550.The horizontal coordinates were scaled from a topographic map and have
 LX2550.an estimated accuracy of +/- 6 seconds.
 LX2550
 LX2550.The orthometric height was determined by differential leveling
 LX2550.and adjusted by the National Geodetic Survey in June 1991..
 LX2550
 LX2550.The geoid height was determined by GEOID03.
 LX2550
 LX2550.The dynamic height is computed by dividing the NAVD 88
 LX2550.geopotential number by the normal gravity value computed on the
 LX2550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2550.degrees latitude (g = 980.6199 gals.).
 LX2550
 LX2550.The modeled gravity was interpolated from observed gravity values.
 LX2550
 LX2550;                    North         East    Units  Estimated Accuracy
 LX2550;SPC CT       -   249,900.      255,210.      MT  (+/- 180 meters Scaled)
 LX2550
 LX2550                          SUPERSEDED SURVEY CONTROL
 LX2550
 LX2550.No superseded survey control is available for this station.
 LX2550
 LX2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM376188(NAD 83)
 LX2550_MARKER: DD = SURVEY DISK
 LX2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2550_SP_SET: CONCRETE POST
 LX2550_STAMPING: 3528
 LX2550_MARK LOGO: CTGS  
 LX2550_PROJECTION: FLUSH
 LX2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2550+STABILITY: SURFACE MOTION
 LX2550
 LX2550  HISTORY     - Date     Condition        Report By
 LX2550  HISTORY     - UNK      MONUMENTED       CTGS
 LX2550  HISTORY     - 1985     GOOD             NGS
 LX2550
 LX2550                          STATION DESCRIPTION
 LX2550
 LX2550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2550'4.2 KM (2.6 MI) NORTH FROM NEW PRESTON.
 LX2550'4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 LX2550'U.S. HIGHWAY 202 IN NEW PRESTON TO THE MARK ON THE LEFT, JUST BEFORE
 LX2550'REACHING A SMALL CREEK, 5.0 METERS (16.5 FT) WEST OF THE CENTERLINE OF
 LX2550'THE HIGHWAY, 1.8 METERS (6.1 FT) SOUTH OF THE SOUTHWEST END OF A
 LX2550'BRIDGE OVER A SMALL CREEK.
 LX2550'THE MARK IS 0.40 METERS  SE FROM  A WITNESS POST
 LX2550'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2549 ***********************************************************************
 LX2549  DESIGNATION -  3529
 LX2549  PID         -  LX2549
 LX2549  STATE/COUNTY-  CT/LITCHFIELD
 LX2549  USGS QUAD   -  NEW PRESTON (1984)
 LX2549
 LX2549                         *CURRENT SURVEY CONTROL
 LX2549  ___________________________________________________________________
 LX2549* NAD 83(1986)-  41 42 46.     (N)    073 20 41.     (W)     SCALED    
 LX2549* NAVD 88     -       266.306  (meters)     873.71   (feet)  ADJUSTED  
 LX2549  ___________________________________________________________________
 LX2549  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2549  DYNAMIC HT  -         266.210 (meters)     873.39  (feet)  COMP
 LX2549  MODELED GRAV-     980,253.2   (mgal)                       NAVD 88
 LX2549
 LX2549  VERT ORDER  -  FIRST     CLASS II
 LX2549
 LX2549.The horizontal coordinates were scaled from a topographic map and have
 LX2549.an estimated accuracy of +/- 6 seconds.
 LX2549
 LX2549.The orthometric height was determined by differential leveling
 LX2549.and adjusted by the National Geodetic Survey in June 1991..
 LX2549
 LX2549.The geoid height was determined by GEOID03.
 LX2549
 LX2549.The dynamic height is computed by dividing the NAVD 88
 LX2549.geopotential number by the normal gravity value computed on the
 LX2549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2549.degrees latitude (g = 980.6199 gals.).
 LX2549
 LX2549.The modeled gravity was interpolated from observed gravity values.
 LX2549
 LX2549;                    North         East    Units  Estimated Accuracy
 LX2549;SPC CT       -   250,240.      255,310.      MT  (+/- 180 meters Scaled)
 LX2549
 LX2549                          SUPERSEDED SURVEY CONTROL
 LX2549
 LX2549.No superseded survey control is available for this station.
 LX2549
 LX2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM377192(NAD 83)
 LX2549_MARKER: DD = SURVEY DISK
 LX2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2549_SP_SET: CONCRETE POST
 LX2549_STAMPING: 3529
 LX2549_MARK LOGO: CTGS  
 LX2549_PROJECTION: RECESSED 3 CENTIMETERS
 LX2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2549+STABILITY: SURFACE MOTION
 LX2549
 LX2549  HISTORY     - Date     Condition        Report By
 LX2549  HISTORY     - UNK      MONUMENTED       CTGS
 LX2549  HISTORY     - 1985     GOOD             NGS
 LX2549
 LX2549                          STATION DESCRIPTION
 LX2549
 LX2549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2549'4.5 KM (2.8 MI) NORTH FROM NEW PRESTON.
 LX2549'4.5 KM (2.8 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 LX2549'U.S. HIGHWAY 202 IN NEW PRESTON TO A LARGE WHITE BARN AND THE MARK ON
 LX2549'THE RIGHT, 5.4 METERS (17.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX2549'HIGHWAY, 10.1 METERS (33.0 FT) NORTHWEST OF POWER POLE 62, 4.6 METERS
 LX2549'(15.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BARN.
 LX2549'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2548 ***********************************************************************
 LX2548  DESIGNATION -  3530
 LX2548  PID         -  LX2548
 LX2548  STATE/COUNTY-  CT/LITCHFIELD
 LX2548  USGS QUAD   -  NEW PRESTON (1984)
 LX2548
 LX2548                         *CURRENT SURVEY CONTROL
 LX2548  ___________________________________________________________________
 LX2548* NAD 83(1986)-  41 43 10.     (N)    073 20 36.     (W)     SCALED    
 LX2548* NAVD 88     -       273.822  (meters)     898.36   (feet)  ADJUSTED  
 LX2548  ___________________________________________________________________
 LX2548  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2548  DYNAMIC HT  -         273.722 (meters)     898.04  (feet)  COMP
 LX2548  MODELED GRAV-     980,249.7   (mgal)                       NAVD 88
 LX2548
 LX2548  VERT ORDER  -  FIRST     CLASS II
 LX2548
 LX2548.The horizontal coordinates were scaled from a topographic map and have
 LX2548.an estimated accuracy of +/- 6 seconds.
 LX2548
 LX2548.The orthometric height was determined by differential leveling
 LX2548.and adjusted by the National Geodetic Survey in June 1991..
 LX2548
 LX2548.The geoid height was determined by GEOID03.
 LX2548
 LX2548.The dynamic height is computed by dividing the NAVD 88
 LX2548.geopotential number by the normal gravity value computed on the
 LX2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2548.degrees latitude (g = 980.6199 gals.).
 LX2548
 LX2548.The modeled gravity was interpolated from observed gravity values.
 LX2548
 LX2548;                    North         East    Units  Estimated Accuracy
 LX2548;SPC CT       -   250,980.      255,430.      MT  (+/- 180 meters Scaled)
 LX2548
 LX2548                          SUPERSEDED SURVEY CONTROL
 LX2548
 LX2548.No superseded survey control is available for this station.
 LX2548
 LX2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM378199(NAD 83)
 LX2548_MARKER: DD = SURVEY DISK
 LX2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2548_SP_SET: CONCRETE POST
 LX2548_STAMPING: 3530
 LX2548_MARK LOGO: CTGS  
 LX2548_PROJECTION: FLUSH
 LX2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2548+STABILITY: SURFACE MOTION
 LX2548
 LX2548  HISTORY     - Date     Condition        Report By
 LX2548  HISTORY     - UNK      MONUMENTED       CTGS
 LX2548  HISTORY     - 1985     GOOD             NGS
 LX2548
 LX2548                          STATION DESCRIPTION
 LX2548
 LX2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2548'5.2 KM (3.25 MI) NORTH FROM NEW PRESTON.
 LX2548'5.2 KM (3.25 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 LX2548'U.S. HIGHWAY 202 IN NEW PRESTON TO THE MARK ON THE LEFT, AT A WHITE
 LX2548'HOUSE, 5.5 METERS (18.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2548'HIGHWAY, 43.9 METERS (144.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 LX2548'COLLEGE FARM ROAD, 25.9 METERS (85.0 FT) NORTHEAST OF POWER POLE 80,
 LX2548'18.5 METERS (60.7 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY.
 LX2548'THE MARK IS 0.42 METERS  NE FROM  A WITNESS POST
 LX2548'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2709 ***********************************************************************
 LX2709  DESIGNATION -  3531
 LX2709  PID         -  LX2709
 LX2709  STATE/COUNTY-  CT/HARTFORD
 LX2709  USGS QUAD   -  AVON (1984)
 LX2709
 LX2709                         *CURRENT SURVEY CONTROL
 LX2709  ___________________________________________________________________
 LX2709* NAD 83(1986)-  41 47 12.     (N)    072 45 59.     (W)     SCALED    
 LX2709* NAVD 88     -        54.645  (meters)     179.28   (feet)  ADJUSTED  
 LX2709  ___________________________________________________________________
 LX2709  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2709  DYNAMIC HT  -          54.629 (meters)     179.23  (feet)  COMP
 LX2709  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 LX2709
 LX2709  VERT ORDER  -  FIRST     CLASS II
 LX2709
 LX2709.The horizontal coordinates were scaled from a topographic map and have
 LX2709.an estimated accuracy of +/- 6 seconds.
 LX2709
 LX2709.The orthometric height was determined by differential leveling
 LX2709.and adjusted by the National Geodetic Survey in June 1991..
 LX2709
 LX2709.The geoid height was determined by GEOID03.
 LX2709
 LX2709.The dynamic height is computed by dividing the NAVD 88
 LX2709.geopotential number by the normal gravity value computed on the
 LX2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2709.degrees latitude (g = 980.6199 gals.).
 LX2709
 LX2709.The modeled gravity was interpolated from observed gravity values.
 LX2709
 LX2709;                    North         East    Units  Estimated Accuracy
 LX2709;SPC CT       -   258,280.      303,440.      MT  (+/- 180 meters Scaled)
 LX2709
 LX2709                          SUPERSEDED SURVEY CONTROL
 LX2709
 LX2709.No superseded survey control is available for this station.
 LX2709
 LX2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM856285(NAD 83)
 LX2709_MARKER: DD = SURVEY DISK
 LX2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2709_SP_SET: CONCRETE POST
 LX2709_STAMPING: 3531
 LX2709_MARK LOGO: CTGS  
 LX2709_PROJECTION: RECESSED 8 CENTIMETERS
 LX2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2709+STABILITY: SURFACE MOTION
 LX2709
 LX2709  HISTORY     - Date     Condition        Report By
 LX2709  HISTORY     - UNK      MONUMENTED       CTGS
 LX2709  HISTORY     - 1985     GOOD             NGS
 LX2709
 LX2709                          STATION DESCRIPTION
 LX2709
 LX2709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2709'1.6 KM (1.0 MI) WEST FROM WEST HARTFORD.
 LX2709'1.6 KM (1.0 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2709'HIGHWAY 218 IN WEST HARTFORD TO THE MARK ON THE LEFT, AT THE JUNCTION
 LX2709'OF OAK ROAD, 12.03 METERS (39.5 FT) SOUTH OF THE CENTERLINE OF THE
 LX2709'HIGHWAY, 9.60 METERS (31.5 FT) NORTHWEST OF A FIRE HYDRANT, 3.62
 LX2709'METERS (11.9 FT) WEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF
 LX2709'A TRAFFIC CONTROL BOX, 1.18 METERS (3.9 FT) SOUTH OF A 61-CM (24-INCH)
 LX2709'METAL MANHOLE COVER INSCRIBED BELL SYSTEM.
 LX2709'THE MARK IS 0.45 METERS  W FROM  A WITNESS POST
 LX2709'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2706 ***********************************************************************
 LX2706  DESIGNATION -  3532
 LX2706  PID         -  LX2706
 LX2706  STATE/COUNTY-  CT/HARTFORD
 LX2706  USGS QUAD   -  AVON (1984)
 LX2706
 LX2706                         *CURRENT SURVEY CONTROL
 LX2706  ___________________________________________________________________
 LX2706* NAD 83(1986)-  41 47 29.     (N)    072 47 05.     (W)     SCALED    
 LX2706* NAVD 88     -       124.500  (meters)     408.46   (feet)  ADJUSTED  
 LX2706  ___________________________________________________________________
 LX2706  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX2706  DYNAMIC HT  -         124.465 (meters)     408.35  (feet)  COMP
 LX2706  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 LX2706
 LX2706  VERT ORDER  -  FIRST     CLASS II
 LX2706
 LX2706.The horizontal coordinates were scaled from a topographic map and have
 LX2706.an estimated accuracy of +/- 6 seconds.
 LX2706
 LX2706.The orthometric height was determined by differential leveling
 LX2706.and adjusted by the National Geodetic Survey in June 1991..
 LX2706
 LX2706.The geoid height was determined by GEOID03.
 LX2706
 LX2706.The dynamic height is computed by dividing the NAVD 88
 LX2706.geopotential number by the normal gravity value computed on the
 LX2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2706.degrees latitude (g = 980.6199 gals.).
 LX2706
 LX2706.The modeled gravity was interpolated from observed gravity values.
 LX2706
 LX2706;                    North         East    Units  Estimated Accuracy
 LX2706;SPC CT       -   258,800.      301,910.      MT  (+/- 180 meters Scaled)
 LX2706
 LX2706                          SUPERSEDED SURVEY CONTROL
 LX2706
 LX2706.No superseded survey control is available for this station.
 LX2706
 LX2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM840289(NAD 83)
 LX2706_MARKER: DD = SURVEY DISK
 LX2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2706_SP_SET: CONCRETE POST
 LX2706_STAMPING: 3532
 LX2706_MARK LOGO: CTGS  
 LX2706_PROJECTION: RECESSED 5 CENTIMETERS
 LX2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2706+STABILITY: SURFACE MOTION
 LX2706
 LX2706  HISTORY     - Date     Condition        Report By
 LX2706  HISTORY     - UNK      MONUMENTED       CTGS
 LX2706  HISTORY     - 1985     GOOD             NGS
 LX2706
 LX2706                          STATION DESCRIPTION
 LX2706
 LX2706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2706'3.3 KM (2.05 MI) WEST FROM WEST HARTFORD.
 LX2706'3.3 KM (2.05 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2706'HIGHWAY 218 IN WEST HARTFORD TO THE MARK ON THE RIGHT, AT THE ENTRANCE
 LX2706'ROAD OF RESERVOIR 6 WATER TREATMENT PLANT, 15.24 METERS (50.0 FT)
 LX2706'NORTH OF THE CENTERLINE OF THE HIGHWAY, 6.0 METERS (19.7 FT) SOUTHWEST
 LX2706'OF A 41-CM (16-INCH) TULIP TREE, 3.41 METERS (11.2 FT) WEST OF THE
 LX2706'NORTH WOODEN LEG OF THE SIGN FOR THE WATER TREATMENT PLANT.
 LX2706'THE MARK IS 0.18 METERS  S FROM  A WITNESS POST
 LX2706'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7514 ***********************************************************************
 LX7514  DESIGNATION -  3534
 LX7514  PID         -  LX7514
 LX7514  STATE/COUNTY-  CT/NEW HAVEN
 LX7514  USGS QUAD   -  SOUTHBURY (1984)
 LX7514
 LX7514                         *CURRENT SURVEY CONTROL
 LX7514  ___________________________________________________________________
 LX7514* NAD 83(1996)-  41 29 00.     (N)    073 08 17.     (W)     SCALED    
 LX7514* NAVD 88     -       220.40   (+/-2cm)     723.1    (feet)  VERTCON   
 LX7514  ___________________________________________________________________
 LX7514  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX7514
 LX7514  VERT ORDER  -  THIRD (See Below)
 LX7514
 LX7514.This mark is at Waterbury-Oxford Airport (OXC)
 LX7514
 LX7514.The horizontal coordinates were scaled from a topographic map and have
 LX7514.an estimated accuracy of +/- 6 seconds.
 LX7514
 LX7514.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7514.The vertical order pertains to the NGVD 29 superseded value.
 LX7514
 LX7514.The geoid height was determined by GEOID03.
 LX7514
 LX7514;                    North         East    Units  Estimated Accuracy
 LX7514;SPC CT       -   224,660.      272,390.      MT  (+/- 180 meters Scaled)
 LX7514
 LX7514                          SUPERSEDED SURVEY CONTROL
 LX7514
 LX7514  NGVD 29 (01/16/90)  220.68   (m)          724.0    (f) LEVELING    3  
 LX7514
 LX7514.Superseded values are not recommended for survey control.
 LX7514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7514.See file dsdata.txt to determine how the superseded data were derived.
 LX7514
 LX7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL554940(NAD 83)
 LX7514_MARKER: DD = SURVEY DISK
 LX7514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7514_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7514_STAMPING: 3534
 LX7514_MARK LOGO: NGS   
 LX7514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX7514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7514+STABILITY: SURFACE MOTION
 LX7514
 LX7514  HISTORY     - Date     Condition        Report By
 LX7514  HISTORY     - 1972     MONUMENTED       NGS
 LX7514  HISTORY     - 19900630 GOOD             NGS
 LX7514
 LX7514                          STATION DESCRIPTION
 LX7514
 LX7514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (VDN)
 LX7514'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST
 LX7514'OF WATERBURY, 10.5 KM (6.5 MI) NORTHWEST OF SEYMOUR AND
 LX7514'6.4 KM (4.0 MI) EAST OF SOUTHBURY IN THE NORTHEAST
 LX7514'CORNER OF THE OXFORD AIRPORT.
 LX7514'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF AERONAUTICS,
 LX7514'MR TONY FLANNAGAN-AIRPORT ENGINEER, BRAINARD AIRPORT,
 LX7514'HARTFORD CT 06114, PHONE 203-566-4981.
 LX7514'
 LX7514'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX7514'STATE ROUTE 188 NEAR THE MIDDLEBURY-SOUTHBURY TOWNLINE, GO SOUTH
 LX7514'ON ROUTE 188 FOR 1.8 KM (1.15 MI) TO A SIDE ROAD LEFT AND AN
 LX7514'OXFORD AIRPORT SIGN.  TURN LEFT, EAST, AND GO 1.5 KM (0.95 MI)
 LX7514'TO A SIDE ROAD LEFT AT A SIGN READING, EMERGENCY AND AUTHORIZED
 LX7514'VEHICLES ONLY.  TURN LEFT, NORTHEAST, AND GO 0.4 KM (0.25 MI)
 LX7514'TO THE END OF THE ROAD.  TURN RIGHT, EAST, THROUGH A METAL GATE
 LX7514'AND GO 0.1 KM (0.05 MI) TO A BLUE UNIROYAL HANGAR BUILDING.
 LX7514'TURN LEFT, NORTH ALONG THE WEST SIDE OF THE HANGAR AND THEN EAST
 LX7514'UP A HILL FOR 0.4 KM (0.25 MI) ALONG A PAVED ROAD TO THE
 LX7514'JUNCTION WITH THE NORTH-SOUTH TAXIWAY.  TURN RIGHT, SOUTHWEST,
 LX7514'ON THE GRASS FOR 52 METERS (170 FEET) TO THE STATION.
 LX7514'
 LX7514'THE STATION IS A STANDARD CTGS DISK
 LX7514'STAMPED---3534---,
 LX7514'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 CM ON A SIDE
 LX7514'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7514'47.9 METERS (157 FT) SOUTHWEST FROM THE JUNCTION OF THE HANGAR
 LX7514'ROAD AND THE NORTH-SOUTH TAXIWAY,
 LX7514'34.99 METERS (114.8 FT) NORTH-NORTHWEST FROM THE THIRD BLUE LIGHT
 LX7514'NORTH OF THE JUNCTION OF THE NORTH-SOUTH TAXIWAY AND THE
 LX7514'EAST-WEST RUNWAY AND
 LX7514'24.7 METERS (81 FT) WEST FROM THE WEST EDGE OF THE NORTH-SOUTH
 LX7514'TAXIWAY.
 LX7514'MARK IS BELOW STATION RUNWAY 0.1 METER.
 LX7514'
 LX7514'A TAPE TRAVERSE CONNECTION WAS MADE TO STATION RUNWAY.
 LX7514'
 LX7514'DESCRIBED BY D.R. VARNEY, CHECKED BY E.D. WEGNER.
 LX7514
 LX7514                          STATION RECOVERY (1990)
 LX7514
 LX7514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 LX7514'THE STATION IS LOCATED ON A SMALL MOUND IN THE NW PART OF THE
 LX7514'WATERBURY-OXFORD AIRPORT NEAR RUNWAY END 13.  IT IS 163 FT (49.7 M)
 LX7514'SOUTH OF THE RANGE OF THE SOUTHSIDE OF A LONG HANGAR BUILDING AND
 LX7514'100.5 FT (30.6 M) WEST OF THE CENTERLINE OF THE NORTH-SOUTH TAXIWAY
 LX7514'PARALLELING RUNWAY 18-36.  THE STATION IS MARKED WITH A STANDARD US
 LX7514'COAST AND GEODETIC SURVEY AND STATE GEODETIC SURVEY BRONZE DISK,
 LX7514'STAMPED 3534 SET IN THE TOP OF A REINFORCED CONCRETE POST THAT IS
 LX7514'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3071 ***********************************************************************
 LX3071  DESIGNATION -  354
 LX3071  PID         -  LX3071
 LX3071  STATE/COUNTY-  CT/MIDDLESEX
 LX3071  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3071
 LX3071                         *CURRENT SURVEY CONTROL
 LX3071  ___________________________________________________________________
 LX3071* NAD 83(1986)-  41 33 48.     (N)    072 35 16.     (W)     SCALED    
 LX3071* NAVD 88     -        47.137  (meters)     154.65   (feet)  ADJUSTED  
 LX3071  ___________________________________________________________________
 LX3071  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX3071  DYNAMIC HT  -          47.121 (meters)     154.60  (feet)  COMP
 LX3071  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 LX3071
 LX3071  VERT ORDER  -  FIRST     CLASS II
 LX3071
 LX3071.The horizontal coordinates were scaled from a topographic map and have
 LX3071.an estimated accuracy of +/- 6 seconds.
 LX3071
 LX3071.The orthometric height was determined by differential leveling
 LX3071.and adjusted by the National Geodetic Survey in June 1991..
 LX3071
 LX3071.The geoid height was determined by GEOID03.
 LX3071
 LX3071.The dynamic height is computed by dividing the NAVD 88
 LX3071.geopotential number by the normal gravity value computed on the
 LX3071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3071.degrees latitude (g = 980.6199 gals.).
 LX3071
 LX3071.The modeled gravity was interpolated from observed gravity values.
 LX3071
 LX3071;                    North         East    Units  Estimated Accuracy
 LX3071;SPC CT       -   233,490.      318,330.      MT  (+/- 180 meters Scaled)
 LX3071
 LX3071                          SUPERSEDED SURVEY CONTROL
 LX3071
 LX3071.No superseded survey control is available for this station.
 LX3071
 LX3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM011041(NAD 83)
 LX3071_MARKER: DD = SURVEY DISK
 LX3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3071_SP_SET: CONCRETE POST
 LX3071_STAMPING: 354
 LX3071_MARK LOGO: CTGS  
 LX3071_PROJECTION: FLUSH
 LX3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3071+STABILITY: SURFACE MOTION
 LX3071
 LX3071  HISTORY     - Date     Condition        Report By
 LX3071  HISTORY     - 1935     MONUMENTED       CTGS
 LX3071  HISTORY     - 1986     GOOD             NGS
 LX3071  HISTORY     - 19971202 GOOD             USPSQD
 LX3071
 LX3071                          STATION DESCRIPTION
 LX3071
 LX3071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3071'4.8 KM (3.0 MI) SE FROM PORTLAND.
 LX3071'4.8 KM (3.0 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3071'STATE HIGHWAY 17A IN PORTLAND TO THE MARK ON THE LEFT AND ACROSS THE
 LX3071'HIGHWAY FROM POWER POLE NO. 459, ALSO 2.9 KM (1.8 MI) WEST ALONG STATE
 LX3071'HIGHWAY 66 FROM THE JUNCTION OF STATE HIGHWAY 151 IN COBALT, 13.8
 LX3071'METERS (45.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.60
 LX3071'METER (2.0 FT) NORTHEAST OF A FENCELINE.
 LX3071'THE MARK IS 0.91 METERS  NW FROM  A WITNESS POST
 LX3071'THE MARK IS 11.8 M ABOVE HIGHWAY.
 LX3071
 LX3071                          STATION RECOVERY (1997)
 LX3071
 LX3071'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3150 ***********************************************************************
 LX3150  DESIGNATION -  3550
 LX3150  PID         -  LX3150
 LX3150  STATE/COUNTY-  CT/HARTFORD
 LX3150  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3150
 LX3150                         *CURRENT SURVEY CONTROL
 LX3150  ___________________________________________________________________
 LX3150* NAD 83(1996)-  41 39 29.     (N)    072 40 41.     (W)     SCALED    
 LX3150* NAVD 88     -        58.370  (meters)     191.50   (feet)  ADJUSTED  
 LX3150  ___________________________________________________________________
 LX3150  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX3150  DYNAMIC HT  -          58.352 (meters)     191.44  (feet)  COMP
 LX3150  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 LX3150
 LX3150  VERT ORDER  -  FIRST     CLASS II
 LX3150
 LX3150.The horizontal coordinates were scaled from a topographic map and have
 LX3150.an estimated accuracy of +/- 6 seconds.
 LX3150
 LX3150.The orthometric height was determined by differential leveling
 LX3150.and adjusted by the National Geodetic Survey in June 1991..
 LX3150
 LX3150.The geoid height was determined by GEOID03.
 LX3150
 LX3150.The dynamic height is computed by dividing the NAVD 88
 LX3150.geopotential number by the normal gravity value computed on the
 LX3150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3150.degrees latitude (g = 980.6199 gals.).
 LX3150
 LX3150.The modeled gravity was interpolated from observed gravity values.
 LX3150
 LX3150;                    North         East    Units  Estimated Accuracy
 LX3150;SPC CT       -   244,000.      310,790.      MT  (+/- 180 meters Scaled)
 LX3150
 LX3150                          SUPERSEDED SURVEY CONTROL
 LX3150
 LX3150  NGVD 29 (07/19/86)   59.0    (m)          194.     (f) VERT ANG       
 LX3150
 LX3150.Superseded values are not recommended for survey control.
 LX3150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3150.See file dsdata.txt to determine how the superseded data were derived.
 LX3150
 LX3150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM933144(NAD 83)
 LX3150_MARKER: DD = SURVEY DISK
 LX3150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3150_SP_SET: CONCRETE POST
 LX3150_STAMPING: 3550
 LX3150_MARK LOGO: CTGS  
 LX3150_PROJECTION: RECESSED 8 CENTIMETERS
 LX3150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3150+STABILITY: SURFACE MOTION
 LX3150
 LX3150  HISTORY     - Date     Condition        Report By
 LX3150  HISTORY     - 1973     MONUMENTED       CTGS
 LX3150  HISTORY     - 1986     GOOD             NGS
 LX3150
 LX3150                          STATION DESCRIPTION
 LX3150
 LX3150'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1973
 LX3150'DESCRIPTION--STATION MARK IS A STANDARD U.S.C. AND G.S. STATE SURVEY
 LX3150'BRONZE DISK STAMPED 3550, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3150'POST, THE TOP 1 INCH BELOW THE LAWN SURFACE.
 LX3150'
 LX3150'THE STATION IS ON THE EAST SIDE OF ROUTE 3 (CROMWELL AVE) JUST SOUTH
 LX3150'OF THE SOUTH INTERSECTION OF ROUTE 160, EAST (ELM STREET).  IT IS
 LX3150'41.5 FEET EAST OF ROUTE 3 CENTERLINE.  10 FEET SOUTH OF BITUMINOUS
 LX3150'CURB ON SOUTH SIDE OF ROUTE 160.  76.6 FEET WEST OF SNETCO 1079.
 LX3150'72.8 FEET NORTHWEST OF 30 INCH SYCAMORE.  107.53 FEET NORTHWEST
 LX3150'OF NORTHWEST CORNER OF 1 STORY BRICK SERVICE STATION.  71 FEET
 LX3150'NORTH OF THE RANGE OF THE NORTH SIDE OF SAME BUILDING AND 130.9
 LX3150'FEET SOUTHWEST OF CENTER OF FIRE HYDRANT ON NORTH SIDE OF
 LX3150'ROUTE 160.
 LX3150'
 LX3150'R.M. 1 SOUTHEAST OF STATION--1/2 INCH DRILL HOLE AND CHISELED SQUARE
 LX3150'IN NORTHWEST CORNER OF TYPE D.I. CATCH BASIN, 81 FEET EAST OF
 LX3150'ROUTE 3 CENTERLINE.
 LX3150'
 LX3150'R.M. 2 SOUTH OF STATION--1/4 INCH DRILL HOLE AND CHISELED SQUARE IN
 LX3150'NORTHEAST CORNER OF TYPE C CATCH BASIN, 77 FEET EAST OF ROUTE 3
 LX3150'CENTERLINE, AND 41 FEET NORTHWEST OF NORTHWEST CORNER OF 1 STORY
 LX3150'BRICK SERVICE STATION.
 LX3150'
 LX3150'R.M. 3 SOUTHWEST OF STATION--1/4 INCH DRILL HOLE AND CHISELED SQUARE
 LX3150'IN NORTHEAST CORNER OF TYPE C CATCH BASIN ON EAST SIDE OF ROUTE 3.
 LX3150
 LX3150                          STATION RECOVERY (1986)
 LX3150
 LX3150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3150'5.3 KM (3.3 MI) SOUTH FROM WETHERSFIELD.
 LX3150'5.3 KM (3.3 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 LX3150'HIGHWAY 99 IN WETHERSFIELD TO THE MARK ON THE LEFT.  ALSO 3.4 KM
 LX3150'(2.15 MI) WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF STATE
 LX3150'HIGHWAY 99 IN ROCKY HILL TO THE JUNCTION OF STATE HIGHWAY 3 AND THE
 LX3150'MARK ON THE LEFT.  IT IS 12.5 METERS (41.1 FT) EAST OF THE CENTERLINE
 LX3150'OF CROMWELL AVE (STATE HIGHWAY 3), 23.3 METERS (76.5 FT) WEST OF POWER
 LX3150'POLE NO. 1079, 22.2 METERS (73.0 FT) NORTHWEST OF A 30-INCH SYCAMORE
 LX3150'TREE, 12.7 METERS (41.8 FT) NORTH OF THE CENTER OF A STORM DRAIN, 10.3
 LX3150'METERS (34.0 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANE OF ELM
 LX3150'STREET (STATE HIGHWAY 160) AND 2.7 METERS (8.9 FT) EAST OF A STREET
 LX3150'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3149 ***********************************************************************
 LX3149  DESIGNATION -  3551
 LX3149  PID         -  LX3149
 LX3149  STATE/COUNTY-  CT/HARTFORD
 LX3149  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3149
 LX3149                         *CURRENT SURVEY CONTROL
 LX3149  ___________________________________________________________________
 LX3149* NAD 83(1996)-  41 39 46.     (N)    072 40 44.     (W)     SCALED    
 LX3149* NAVD 88     -        60.749  (meters)     199.31   (feet)  ADJUSTED  
 LX3149  ___________________________________________________________________
 LX3149  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX3149  DYNAMIC HT  -          60.730 (meters)     199.25  (feet)  COMP
 LX3149  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 LX3149
 LX3149  VERT ORDER  -  FIRST     CLASS II
 LX3149
 LX3149.The horizontal coordinates were scaled from a topographic map and have
 LX3149.an estimated accuracy of +/- 6 seconds.
 LX3149
 LX3149.The orthometric height was determined by differential leveling
 LX3149.and adjusted by the National Geodetic Survey in June 1991..
 LX3149
 LX3149.The geoid height was determined by GEOID03.
 LX3149
 LX3149.The dynamic height is computed by dividing the NAVD 88
 LX3149.geopotential number by the normal gravity value computed on the
 LX3149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3149.degrees latitude (g = 980.6199 gals.).
 LX3149
 LX3149.The modeled gravity was interpolated from observed gravity values.
 LX3149
 LX3149;                    North         East    Units  Estimated Accuracy
 LX3149;SPC CT       -   244,520.      310,720.      MT  (+/- 180 meters Scaled)
 LX3149
 LX3149                          SUPERSEDED SURVEY CONTROL
 LX3149
 LX3149  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 LX3149
 LX3149.Superseded values are not recommended for survey control.
 LX3149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3149.See file dsdata.txt to determine how the superseded data were derived.
 LX3149
 LX3149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM932149(NAD 83)
 LX3149_MARKER: DD = SURVEY DISK
 LX3149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3149_SP_SET: CONCRETE POST
 LX3149_STAMPING: 3551
 LX3149_MARK LOGO: CTGS  
 LX3149_PROJECTION: RECESSED 31 CENTIMETERS
 LX3149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3149+STABILITY: SURFACE MOTION
 LX3149
 LX3149  HISTORY     - Date     Condition        Report By
 LX3149  HISTORY     - 1973     MONUMENTED       CTGS
 LX3149  HISTORY     - 1986     GOOD             NGS
 LX3149
 LX3149                          STATION DESCRIPTION
 LX3149
 LX3149'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1973
 LX3149'DESCRIPTION--STATION MARK IS A U.S.C. AND G.S. STANDARD BRONZE DISK
 LX3149'STAMPED 3551 SET IN A REINFORCED CONCRETE POST THE TOP 2 INCHES
 LX3149'BELOW THE GROUND.
 LX3149'
 LX3149'THE STATION IS ON WEST SIDE OF ROUTE 3 (MAPLE STREET) AT ITS
 LX3149'INTERSECTION OF CRONIN DRIVE.  IT IS 0.13 MILE NORTH OF THE
 LX3149'INTERSECTION OF ROUTES 160, WEST (ELM STREET,) AND ROUTE 3, (MAPLE
 LX3149'STREET,) 60.5 FEET WEST OF ROUTE 3 CENTERLINE.  43 FEET NORTH OF
 LX3149'CRONIN DRIVE CENTERLINE.  76.2 FEET EAST OF BOTTOM CORNER OF
 LX3149'CONCRETE RETAINING WALL.  89.0 FEET WEST OF SNET 449.  59.5 FEET
 LX3149'SOUTH OF 24 INCH MAPLE.
 LX3149'
 LX3149'R.M. 1 SOUTHWEST OF STATION--1/2 INCH DRILL HOLE AND CHISELED
 LX3149'TRIANGLE IN CENTER OF CATCH BASIN ON SOUTH SIDE OF CRONIN DRIVE.
 LX3149'
 LX3149'R.M. 2 NORTHWEST OF STATION--1/2 INCH DRILL HOLE AND CHISELED
 LX3149'TRIANGLE IN CENTER OF CATCH BASIN ON EAST SIDE OF CANDLELITE DRIVE.
 LX3149'
 LX3149'R.M. 3 EAST OF STATION--1/2 INCH DRILL HOLE AND CHISELED TRIANGLE IN
 LX3149'CENTER OF CATCH BASIN ON WEST SIDE OF MAPLE STREET.
 LX3149
 LX3149                          STATION RECOVERY (1986)
 LX3149
 LX3149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3149'4.8 KM (3.0 MI) SOUTH FROM WETHERSFIELD.
 LX3149'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 LX3149'HIGHWAY 99 IN WETHERSFIELD TO THE MARK ON THE RIGHT AT THE
 LX3149'INTERSECTION OF CRONIN DRIVE AND CANDLELITE DRIVE.  IT IS 18.9 METERS
 LX3149'(62.2 FT) NORTHWEST OF THE CENTERLINE OF MAPLE STREET (STATE HIGHWAY
 LX3149'3), 19.9 METERS (65.5 FT) SOUTHEAST OF A 24-INCH OAK TREE, 17.9 METERS
 LX3149'(58.8 FT) SOUTHWEST OF THE CENTER OF A BELL TELEPHONE MANHOLE COVER,
 LX3149'15.2 METERS (50.0 FT) SOUTHEAST OF THE CENTERLINE OF CANDLELITE DRIVE
 LX3149'AND 12.3 METERS (40.5 FT) NORTH OF THE CENTERLINE OF CRONIN DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2735 ***********************************************************************
 LX2735  DESIGNATION -  3562 X
 LX2735  PID         -  LX2735
 LX2735  STATE/COUNTY-  CT/NEW HAVEN
 LX2735  USGS QUAD   -  SOUTHINGTON (1992)
 LX2735
 LX2735                         *CURRENT SURVEY CONTROL
 LX2735  ___________________________________________________________________
 LX2735* NAD 83(1986)-  41 33 01.     (N)    072 53 28.     (W)     SCALED    
 LX2735* NAVD 88     -        63.015  (meters)     206.74   (feet)  ADJUSTED  
 LX2735  ___________________________________________________________________
 LX2735  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX2735  DYNAMIC HT  -          62.996 (meters)     206.68  (feet)  COMP
 LX2735  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 LX2735
 LX2735  VERT ORDER  -  FIRST     CLASS II
 LX2735
 LX2735.The horizontal coordinates were scaled from a topographic map and have
 LX2735.an estimated accuracy of +/- 6 seconds.
 LX2735
 LX2735.The orthometric height was determined by differential leveling
 LX2735.and adjusted by the National Geodetic Survey in June 1991..
 LX2735
 LX2735.The geoid height was determined by GEOID03.
 LX2735
 LX2735.The dynamic height is computed by dividing the NAVD 88
 LX2735.geopotential number by the normal gravity value computed on the
 LX2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2735.degrees latitude (g = 980.6199 gals.).
 LX2735
 LX2735.The modeled gravity was interpolated from observed gravity values.
 LX2735
 LX2735;                    North         East    Units  Estimated Accuracy
 LX2735;SPC CT       -   232,030.      293,030.      MT  (+/- 180 meters Scaled)
 LX2735
 LX2735                          SUPERSEDED SURVEY CONTROL
 LX2735
 LX2735.No superseded survey control is available for this station.
 LX2735
 LX2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM758019(NAD 83)
 LX2735_MARKER: DD = SURVEY DISK
 LX2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2735_SP_SET: CONCRETE POST
 LX2735_STAMPING: 3562 X
 LX2735_MARK LOGO: CTGS  
 LX2735_PROJECTION: RECESSED 5 CENTIMETERS
 LX2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2735+STABILITY: SURFACE MOTION
 LX2735
 LX2735  HISTORY     - Date     Condition        Report By
 LX2735  HISTORY     - 1983     MONUMENTED       CTGS
 LX2735  HISTORY     - 1985     GOOD             NGS
 LX2735
 LX2735                          STATION DESCRIPTION
 LX2735
 LX2735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2735'1.6 KM (1.0 MI) SOUTH FROM MILLDALE.
 LX2735'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2735'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE RIGHT, IN FRONT OF THE
 LX2735'PAVILLION RESTAURANT, 6.55 METERS (21.5 FT) NORTHWEST OF THE
 LX2735'CENTERLINE OF THE HIGHWAY, 19.66 METERS (64.5 FT) NORTH-NORTHEAST OF
 LX2735'THE CENTER OF A BITUMINOUS DRIVE TO THE RESTAURANT, 13.26 METERS (43.5
 LX2735'FT) NORTHWEST AND ACROSS THE HIGHWAY FROM UTILITY POLE 10 WITH THREE
 LX2735'TRANSFORMERS, 3.99 METERS (13.1 FT) NORTH-NORTHEAST OF A 3/8 INCH
 LX2735'DRILL HOLE IN THE NORTH RIM OF A SEWER MANHOLE COVER, 1.77 METERS (5.8
 LX2735'FT) NORTHWEST OF THE HIGHWAY CURB.
 LX2735'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2769 ***********************************************************************
 LX2769  DESIGNATION -  3570
 LX2769  PID         -  LX2769
 LX2769  STATE/COUNTY-  CT/HARTFORD
 LX2769  USGS QUAD   -  COLLINSVILLE (1984)
 LX2769
 LX2769                         *CURRENT SURVEY CONTROL
 LX2769  ___________________________________________________________________
 LX2769* NAD 83(1986)-  41 45 27.     (N)    072 53 11.     (W)     SCALED    
 LX2769* NAVD 88     -        64.068  (meters)     210.20   (feet)  ADJUSTED  
 LX2769  ___________________________________________________________________
 LX2769  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2769  DYNAMIC HT  -          64.049 (meters)     210.13  (feet)  COMP
 LX2769  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 LX2769
 LX2769  VERT ORDER  -  FIRST     CLASS II
 LX2769
 LX2769.The horizontal coordinates were scaled from a topographic map and have
 LX2769.an estimated accuracy of +/- 6 seconds.
 LX2769
 LX2769.The orthometric height was determined by differential leveling
 LX2769.and adjusted by the National Geodetic Survey in June 1991..
 LX2769
 LX2769.The geoid height was determined by GEOID03.
 LX2769
 LX2769.The dynamic height is computed by dividing the NAVD 88
 LX2769.geopotential number by the normal gravity value computed on the
 LX2769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2769.degrees latitude (g = 980.6199 gals.).
 LX2769
 LX2769.The modeled gravity was interpolated from observed gravity values.
 LX2769
 LX2769;                    North         East    Units  Estimated Accuracy
 LX2769;SPC CT       -   255,050.      293,460.      MT  (+/- 180 meters Scaled)
 LX2769
 LX2769                          SUPERSEDED SURVEY CONTROL
 LX2769
 LX2769.No superseded survey control is available for this station.
 LX2769
 LX2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM757250(NAD 83)
 LX2769_MARKER: DD = SURVEY DISK
 LX2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2769_SP_SET: CONCRETE POST
 LX2769_STAMPING: 3570
 LX2769_MARK LOGO: CTGS  
 LX2769_PROJECTION: FLUSH
 LX2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2769+STABILITY: SURFACE MOTION
 LX2769
 LX2769  HISTORY     - Date     Condition        Report By
 LX2769  HISTORY     - 1974     MONUMENTED       CTGS
 LX2769  HISTORY     - 1985     GOOD             NGS
 LX2769
 LX2769                          STATION DESCRIPTION
 LX2769
 LX2769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2769'IN UNIONVILLE.
 LX2769'IN UNIONVILLE, AT THE JUNCTION OF STATE HIGHWAYS 4 AND 177, IN A
 LX2769'TRIANGULAR SHAPED MEDIAN PLANTED WITH FLOWERS, 15.24 METERS (50.0 FT)
 LX2769'NORTHEAST OF THE CENTERLINE OF HIGHWAY 177, 8.53 METERS (28.0 FT)
 LX2769'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 4, 23.07 METERS (75.7 FT) NORTH
 LX2769'OF THE NORTH BRICK CORNER OF THE FARMINTON SAVINGS BANK, 2.74 METERS
 LX2769'(9.0 FT) NORTH-NORTHWEST OF A SEWER MANHOLE COVER, 0.91 METER (3.0 FT)
 LX2769'SOUTHWEST OF THE CENTER OF A BITUMINOUS SIDEWALK.
 LX2769'THE MARK IS 0.09 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2961 ***********************************************************************
 LX2961  DESIGNATION -  3586
 LX2961  PID         -  LX2961
 LX2961  STATE/COUNTY-  CT/TOLLAND
 LX2961  USGS QUAD   -  COVENTRY (1983)
 LX2961
 LX2961                         *CURRENT SURVEY CONTROL
 LX2961  ___________________________________________________________________
 LX2961* NAD 83(1986)-  41 47 53.     (N)    072 22 14.     (W)     SCALED    
 LX2961* NAVD 88     -       187.567  (meters)     615.38   (feet)  ADJUSTED  
 LX2961  ___________________________________________________________________
 LX2961  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2961  DYNAMIC HT  -         187.501 (meters)     615.16  (feet)  COMP
 LX2961  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 LX2961
 LX2961  VERT ORDER  -  FIRST     CLASS II
 LX2961
 LX2961.The horizontal coordinates were scaled from a topographic map and have
 LX2961.an estimated accuracy of +/- 6 seconds.
 LX2961
 LX2961.The orthometric height was determined by differential leveling
 LX2961.and adjusted by the National Geodetic Survey in June 1991..
 LX2961
 LX2961.The geoid height was determined by GEOID03.
 LX2961
 LX2961.The dynamic height is computed by dividing the NAVD 88
 LX2961.geopotential number by the normal gravity value computed on the
 LX2961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2961.degrees latitude (g = 980.6199 gals.).
 LX2961
 LX2961.The modeled gravity was interpolated from observed gravity values.
 LX2961
 LX2961;                    North         East    Units  Estimated Accuracy
 LX2961;SPC CT       -   259,610.      336,340.      MT  (+/- 180 meters Scaled)
 LX2961
 LX2961                          SUPERSEDED SURVEY CONTROL
 LX2961
 LX2961.No superseded survey control is available for this station.
 LX2961
 LX2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM184306(NAD 83)
 LX2961_MARKER: DD = SURVEY DISK
 LX2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2961_SP_SET: CONCRETE POST
 LX2961_STAMPING: 3586
 LX2961_MARK LOGO: CTGS  
 LX2961_PROJECTION: RECESSED 5 CENTIMETERS
 LX2961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2961+STABILITY: SURFACE MOTION
 LX2961
 LX2961  HISTORY     - Date     Condition        Report By
 LX2961  HISTORY     - 1979     MONUMENTED       CTGS
 LX2961  HISTORY     - 1986     GOOD             NGS
 LX2961
 LX2961                          STATION DESCRIPTION
 LX2961
 LX2961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2961'0.2 KM (0.1 MI) EAST FROM NORTH COVENTRY.
 LX2961'0.2 KM (0.1 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2961'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE RIGHT.  IT IS
 LX2961'7.32 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.57
 LX2961'METERS (67.5 FT) WEST OF THE CENTER OF DRIVEWAY TO THE TOLLAND BANK
 LX2961'AND 7.89 METERS (25.9 FT) WEST OF UTILITY POLE NO. 2556.
 LX2961'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0122 ***********************************************************************
 LX0122  DESIGNATION -  367
 LX0122  PID         -  LX0122
 LX0122  STATE/COUNTY-  CT/NEW LONDON
 LX0122  USGS QUAD   -  OLD LYME (1976)
 LX0122
 LX0122                         *CURRENT SURVEY CONTROL
 LX0122  ___________________________________________________________________
 LX0122* NAD 83(1986)-  41 18 19.     (N)    072 15 32.     (W)     SCALED    
 LX0122* NAVD 88     -        12.839  (meters)      42.12   (feet)  ADJUSTED  
 LX0122  ___________________________________________________________________
 LX0122  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX0122  DYNAMIC HT  -          12.835 (meters)      42.11  (feet)  COMP
 LX0122  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LX0122
 LX0122  VERT ORDER  -  FIRST     CLASS I
 LX0122
 LX0122.The horizontal coordinates were scaled from a topographic map and have
 LX0122.an estimated accuracy of +/- 6 seconds.
 LX0122
 LX0122.The orthometric height was determined by differential leveling
 LX0122.and adjusted by the National Geodetic Survey in June 1991..
 LX0122
 LX0122.The geoid height was determined by GEOID03.
 LX0122
 LX0122.The dynamic height is computed by dividing the NAVD 88
 LX0122.geopotential number by the normal gravity value computed on the
 LX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0122.degrees latitude (g = 980.6199 gals.).
 LX0122
 LX0122.The modeled gravity was interpolated from observed gravity values.
 LX0122
 LX0122;                    North         East    Units  Estimated Accuracy
 LX0122;SPC CT       -   204,930.      345,930.      MT  (+/- 180 meters Scaled)
 LX0122
 LX0122                          SUPERSEDED SURVEY CONTROL
 LX0122
 LX0122  NGVD 29 (??/??/92)   13.14   (m)           43.1    (f) COMPUTED    1 1
 LX0122
 LX0122.Superseded values are not recommended for survey control.
 LX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0122.See file dsdata.txt to determine how the superseded data were derived.
 LX0122
 LX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL294762(NAD 83)
 LX0122_MARKER: DD = SURVEY DISK
 LX0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0122_STAMPING: 367
 LX0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0122+STABILITY: SURFACE MOTION
 LX0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0122+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 LX0122
 LX0122  HISTORY     - Date     Condition        Report By
 LX0122  HISTORY     - UNK      MONUMENTED       CTGS
 LX0122  HISTORY     - 1965     GOOD             NGS
 LX0122  HISTORY     - 1984     GOOD             USPSQD
 LX0122  HISTORY     - 1987     GOOD             USPSQD
 LX0122  HISTORY     - 19891216 GOOD             USPSQD
 LX0122  HISTORY     - 19901206 GOOD             USPSQD
 LX0122  HISTORY     - 20011015 GOOD             USPSQD
 LX0122  HISTORY     - 20040515 GOOD             USPSQD
 LX0122  HISTORY     - 20051206 GOOD             USPSQD
 LX0122
 LX0122                          STATION DESCRIPTION
 LX0122
 LX0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0122'0.6 MI N FROM SOUTH LYME.
 LX0122'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 156 FROM THE POST
 LX0122'OFFICE (FORMERLY A RAILROAD STATION) AT SOUTH LYME, AT THE
 LX0122'OUTSIDE OF A CURVE, AT THE INTERSECTION OF THE HIGHWAY AND MILE
 LX0122'CREEK ROAD, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 LX0122'HIGHWAY, 70 FEET NORTH OF THE CENTER LINE OF MILE CREEK ROAD,
 LX0122'11 FEET SOUTHWEST OF POWER LINE POLE NO. 1523 1/2, 2.6 FEET
 LX0122'NORTHWEST OF A METAL PIPE SUPPORTING A SIGN, 1 FOOT SOUTHEAST
 LX0122'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LX0122'IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE LEVEL OF THE
 LX0122'GROUND.
 LX0122
 LX0122                          STATION RECOVERY (1984)
 LX0122
 LX0122'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0122'RECOVERED IN GOOD CONDITION.
 LX0122
 LX0122                          STATION RECOVERY (1987)
 LX0122
 LX0122'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0122'RECOVERED IN GOOD CONDITION.
 LX0122
 LX0122                          STATION RECOVERY (1989)
 LX0122
 LX0122'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0122'RECOVERED IN GOOD CONDITION.
 LX0122
 LX0122                          STATION RECOVERY (1990)
 LX0122
 LX0122'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0122'RECOVERED IN GOOD CONDITION.
 LX0122
 LX0122                          STATION RECOVERY (2001)
 LX0122
 LX0122'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0122'RECOVERED IN GOOD CONDITION.
 LX0122
 LX0122                          STATION RECOVERY (2004)
 LX0122
 LX0122'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX0122'RECOVERED IN GOOD CONDITION.
 LX0122
 LX0122                          STATION RECOVERY (2005)
 LX0122
 LX0122'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0129 ***********************************************************************
 LX0129  DESIGNATION -  369
 LX0129  PID         -  LX0129
 LX0129  STATE/COUNTY-  CT/NEW LONDON
 LX0129  USGS QUAD   -  NIANTIC (1983)
 LX0129
 LX0129                         *CURRENT SURVEY CONTROL
 LX0129  ___________________________________________________________________
 LX0129* NAD 83(1986)-  41 19 05.     (N)    072 13 28.     (W)     SCALED    
 LX0129* NAVD 88     -        22.684  (meters)      74.42   (feet)  ADJUSTED  
 LX0129  ___________________________________________________________________
 LX0129  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0129  DYNAMIC HT  -          22.676 (meters)      74.40  (feet)  COMP
 LX0129  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX0129
 LX0129  VERT ORDER  -  FIRST     CLASS I
 LX0129
 LX0129.The horizontal coordinates were scaled from a topographic map and have
 LX0129.an estimated accuracy of +/- 6 seconds.
 LX0129
 LX0129.The orthometric height was determined by differential leveling
 LX0129.and adjusted by the National Geodetic Survey in June 1991..
 LX0129
 LX0129.The geoid height was determined by GEOID03.
 LX0129
 LX0129.The dynamic height is computed by dividing the NAVD 88
 LX0129.geopotential number by the normal gravity value computed on the
 LX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0129.degrees latitude (g = 980.6199 gals.).
 LX0129
 LX0129.The modeled gravity was interpolated from observed gravity values.
 LX0129
 LX0129;                    North         East    Units  Estimated Accuracy
 LX0129;SPC CT       -   206,370.      348,800.      MT  (+/- 180 meters Scaled)
 LX0129
 LX0129                          SUPERSEDED SURVEY CONTROL
 LX0129
 LX0129  NGVD 29 (??/??/92)   22.99   (m)           75.4    (f) COMPUTED    1 1
 LX0129
 LX0129.Superseded values are not recommended for survey control.
 LX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0129.See file dsdata.txt to determine how the superseded data were derived.
 LX0129
 LX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL323777(NAD 83)
 LX0129_MARKER: DD = SURVEY DISK
 LX0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0129_STAMPING: 369
 LX0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0129+STABILITY: SURFACE MOTION
 LX0129
 LX0129  HISTORY     - Date     Condition        Report By
 LX0129  HISTORY     - UNK      MONUMENTED       CTGS
 LX0129  HISTORY     - 1965     GOOD             NGS
 LX0129  HISTORY     - 1987     GOOD             USPSQD
 LX0129  HISTORY     - 1988     GOOD             USPSQD
 LX0129  HISTORY     - 1989     GOOD             USPSQD
 LX0129  HISTORY     - 19901206 MARK NOT FOUND   USPSQD
 LX0129  HISTORY     - 19991226 POOR             USPSQD
 LX0129
 LX0129                          STATION DESCRIPTION
 LX0129
 LX0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0129'1.6 MI W FROM NIANTIC.
 LX0129'ABOUT 1.65 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST
 LX0129'OFFICE AT NIANTIC, AT THE INTERSECTION OF THE HIGHWAY AND INDIAN
 LX0129'WOODS ROAD, 165 FEET EAST OF THE TOP OF A HILL, 15 1/2 FEET
 LX0129'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE
 LX0129'CENTER LINE OF INDIAN WOODS ROAD, 6 1/2 FEET NORTHWEST OF POWER
 LX0129'LINE POLE NO. 657 E 20, 14 FEET EAST OF THE EAST END OF A
 LX0129'6 FOOT HIGH ROCK CUT, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 LX0129'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LX0129
 LX0129                          STATION RECOVERY (1987)
 LX0129
 LX0129'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0129'RECOVERED IN GOOD CONDITION.
 LX0129
 LX0129                          STATION RECOVERY (1988)
 LX0129
 LX0129'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0129'RECOVERED IN GOOD CONDITION.
 LX0129
 LX0129                          STATION RECOVERY (1989)
 LX0129
 LX0129'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0129'RECOVERED IN GOOD CONDITION.
 LX0129
 LX0129                          STATION RECOVERY (1990)
 LX0129
 LX0129'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0129'MARK NOT FOUND.
 LX0129
 LX0129                          STATION RECOVERY (1999)
 LX0129
 LX0129'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0129'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3457 ***********************************************************************
 LX3457  DESIGNATION -  372 X
 LX3457  PID         -  LX3457
 LX3457  STATE/COUNTY-  CT/NEW LONDON
 LX3457  USGS QUAD   -  NIANTIC (1983)
 LX3457
 LX3457                         *CURRENT SURVEY CONTROL
 LX3457  ___________________________________________________________________
 LX3457* NAD 83(1986)-  41 21 57.     (N)    072 12 39.     (W)     SCALED    
 LX3457* NAVD 88     -        17.505  (meters)      57.43   (feet)  ADJUSTED  
 LX3457  ___________________________________________________________________
 LX3457  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3457  DYNAMIC HT  -          17.499 (meters)      57.41  (feet)  COMP
 LX3457  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LX3457
 LX3457  VERT ORDER  -  FIRST     CLASS II
 LX3457
 LX3457.The horizontal coordinates were scaled from a topographic map and have
 LX3457.an estimated accuracy of +/- 6 seconds.
 LX3457
 LX3457.The orthometric height was determined by differential leveling
 LX3457.and adjusted by the National Geodetic Survey in June 1991..
 LX3457
 LX3457.The geoid height was determined by GEOID03.
 LX3457
 LX3457.The dynamic height is computed by dividing the NAVD 88
 LX3457.geopotential number by the normal gravity value computed on the
 LX3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3457.degrees latitude (g = 980.6199 gals.).
 LX3457
 LX3457.The modeled gravity was interpolated from observed gravity values.
 LX3457
 LX3457;                    North         East    Units  Estimated Accuracy
 LX3457;SPC CT       -   211,680.      349,910.      MT  (+/- 180 meters Scaled)
 LX3457
 LX3457                          SUPERSEDED SURVEY CONTROL
 LX3457
 LX3457.No superseded survey control is available for this station.
 LX3457
 LX3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL332831(NAD 83)
 LX3457_MARKER: DD = SURVEY DISK
 LX3457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3457_SP_SET: CONCRETE POST
 LX3457_STAMPING: 372 X
 LX3457_MARK LOGO: CTGS  
 LX3457_PROJECTION: RECESSED 15 CENTIMETERS
 LX3457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3457+STABILITY: SURFACE MOTION
 LX3457
 LX3457  HISTORY     - Date     Condition        Report By
 LX3457  HISTORY     - 1973     MONUMENTED       CTGS
 LX3457  HISTORY     - 1986     GOOD             NGS
 LX3457  HISTORY     - 1989     GOOD             USPSQD
 LX3457  HISTORY     - 19900414 GOOD             USPSQD
 LX3457  HISTORY     - 19901206 GOOD             USPSQD
 LX3457  HISTORY     - 19991230 MARK NOT FOUND   USPSQD
 LX3457  HISTORY     - 20011001 GOOD             USPSQD
 LX3457
 LX3457                          STATION DESCRIPTION
 LX3457
 LX3457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3457'IN FLANDERS.
 LX3457'0.2 KM (0.1 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3457'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT BETWEEN TWO DRIVEWAYS,
 LX3457'THE EAST DRIVE LEADING TO VIKING FORD AND THE WEST DRIVE LEADING TO
 LX3457'THE GOULDING CHIROPRACTIC OFFICE.  IT IS 6.8 METERS (22.5 FT) SOUTH OF
 LX3457'THE CENTERLINE OF U.S. HIGHWAY 1, 13.2 METERS (43.5 FT) SOUTHWEST OF A
 LX3457'FIRE HYDRANT ON NORTH SIDE OF HIGHWAY, 11.5 METERS (37.8 FT) WEST OF
 LX3457'THE CENTER OF DRIVEWAY TO VIKING FORD AND 7.7 METERS (25.5 FT) EAST OF
 LX3457'THE CENTER OF DRIVEWAY TO GOULDING CHIROPRACTIC OFFICES.
 LX3457'THE MARK IS 0.24 METERS  E FROM  A WITNESS POST
 LX3457'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 1.
 LX3457
 LX3457                          STATION RECOVERY (1989)
 LX3457
 LX3457'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3457'RECOVERED IN GOOD CONDITION.
 LX3457
 LX3457                          STATION RECOVERY (1990)
 LX3457
 LX3457'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3457'RECOVERED IN GOOD CONDITION.
 LX3457
 LX3457                          STATION RECOVERY (1990)
 LX3457
 LX3457'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3457'RECOVERED IN GOOD CONDITION.
 LX3457
 LX3457                          STATION RECOVERY (1999)
 LX3457
 LX3457'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3457'MARK NOT FOUND.
 LX3457
 LX3457                          STATION RECOVERY (2001)
 LX3457
 LX3457'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3343 ***********************************************************************
 LX3343  DESIGNATION -  373
 LX3343  PID         -  LX3343
 LX3343  STATE/COUNTY-  CT/NEW LONDON
 LX3343  USGS QUAD   -  NIANTIC (1983)
 LX3343
 LX3343                         *CURRENT SURVEY CONTROL
 LX3343  ___________________________________________________________________
 LX3343* NAD 83(1986)-  41 21 57.     (N)    072 12 52.     (W)     SCALED    
 LX3343* NAVD 88     -        17.059  (meters)      55.97   (feet)  ADJUSTED  
 LX3343  ___________________________________________________________________
 LX3343  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3343  DYNAMIC HT  -          17.053 (meters)      55.95  (feet)  COMP
 LX3343  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 LX3343
 LX3343  VERT ORDER  -  FIRST     CLASS II
 LX3343
 LX3343.The horizontal coordinates were scaled from a topographic map and have
 LX3343.an estimated accuracy of +/- 6 seconds.
 LX3343
 LX3343.The orthometric height was determined by differential leveling
 LX3343.and adjusted by the National Geodetic Survey in June 1991..
 LX3343
 LX3343.The geoid height was determined by GEOID03.
 LX3343
 LX3343.The dynamic height is computed by dividing the NAVD 88
 LX3343.geopotential number by the normal gravity value computed on the
 LX3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3343.degrees latitude (g = 980.6199 gals.).
 LX3343
 LX3343.The modeled gravity was interpolated from observed gravity values.
 LX3343
 LX3343;                    North         East    Units  Estimated Accuracy
 LX3343;SPC CT       -   211,680.      349,610.      MT  (+/- 180 meters Scaled)
 LX3343
 LX3343                          SUPERSEDED SURVEY CONTROL
 LX3343
 LX3343.No superseded survey control is available for this station.
 LX3343
 LX3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL329831(NAD 83)
 LX3343_MARKER: DD = SURVEY DISK
 LX3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3343_SP_SET: CONCRETE POST
 LX3343_STAMPING: 373
 LX3343_MARK LOGO: CTGS  
 LX3343_PROJECTION: FLUSH
 LX3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3343+STABILITY: SURFACE MOTION
 LX3343
 LX3343  HISTORY     - Date     Condition        Report By
 LX3343  HISTORY     - 1927     MONUMENTED       CTGS
 LX3343  HISTORY     - 1986     GOOD             NGS
 LX3343  HISTORY     - 1989     GOOD             USPSQD
 LX3343  HISTORY     - 1990     GOOD             USPSQD
 LX3343  HISTORY     - 20030429 MARK NOT FOUND   USPSQD
 LX3343
 LX3343                          STATION DESCRIPTION
 LX3343
 LX3343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3343'0.5 KM (0.3 MI) WEST FROM FLANDERS.
 LX3343'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 LX3343'STATE HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT IN THE EAST END
 LX3343'OF A TRIANGLE FORMED BY THE JUNCTION OF CHURCH LANE, AND AT THE EAST
 LX3343'CORNER OF THE LAWN IN FRONT OF THE BAPTIST AND COMMUNITY CHURCH 1843,
 LX3343'10.06 METERS (33.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 LX3343'HIGHWAY, 3.44 METERS (11.3 FT) NORTH-NORTHEAST OF THE CENTER OF CHURCH
 LX3343'LANE, 36.24 METERS (118.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 LX3343'THE BRICK FOUNDATION OF THE CHURCH, 2.29 METERS (7.5 FT) SOUTHEAST OF
 LX3343'UTILITY POLE NO. 1390 WITH STREET LAMP, 0.76 METER (2.5 FT)
 LX3343'SOUTH-SOUTHEAST OF A SIGN READING (ONE WAY AND NO PARKING ANYTIME).
 LX3343'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3343
 LX3343                          STATION RECOVERY (1989)
 LX3343
 LX3343'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3343'RECOVERED IN GOOD CONDITION.
 LX3343
 LX3343                          STATION RECOVERY (1990)
 LX3343
 LX3343'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3343'RECOVERED IN GOOD CONDITION.
 LX3343
 LX3343                          STATION RECOVERY (2003)
 LX3343
 LX3343'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3449 ***********************************************************************
 LX3449  DESIGNATION -  374
 LX3449  PID         -  LX3449
 LX3449  STATE/COUNTY-  CT/NEW LONDON
 LX3449  USGS QUAD   -  OLD LYME (1976)
 LX3449
 LX3449                         *CURRENT SURVEY CONTROL
 LX3449  ___________________________________________________________________
 LX3449* NAD 83(1986)-  41 20 42.     (N)    072 15 34.     (W)     SCALED    
 LX3449* NAVD 88     -        25.834  (meters)      84.76   (feet)  ADJUSTED  
 LX3449  ___________________________________________________________________
 LX3449  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3449  DYNAMIC HT  -          25.825 (meters)      84.73  (feet)  COMP
 LX3449  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LX3449
 LX3449  VERT ORDER  -  FIRST     CLASS II
 LX3449
 LX3449.The horizontal coordinates were scaled from a topographic map and have
 LX3449.an estimated accuracy of +/- 6 seconds.
 LX3449
 LX3449.The orthometric height was determined by differential leveling
 LX3449.and adjusted by the National Geodetic Survey in June 1991..
 LX3449
 LX3449.The geoid height was determined by GEOID03.
 LX3449
 LX3449.The dynamic height is computed by dividing the NAVD 88
 LX3449.geopotential number by the normal gravity value computed on the
 LX3449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3449.degrees latitude (g = 980.6199 gals.).
 LX3449
 LX3449.The modeled gravity was interpolated from observed gravity values.
 LX3449
 LX3449;                    North         East    Units  Estimated Accuracy
 LX3449;SPC CT       -   209,340.      345,860.      MT  (+/- 180 meters Scaled)
 LX3449
 LX3449                          SUPERSEDED SURVEY CONTROL
 LX3449
 LX3449.No superseded survey control is available for this station.
 LX3449
 LX3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL292806(NAD 83)
 LX3449_MARKER: DD = SURVEY DISK
 LX3449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3449_SP_SET: CONCRETE POST
 LX3449_STAMPING: 374
 LX3449_MARK LOGO: CTGS  
 LX3449_PROJECTION: FLUSH
 LX3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3449+STABILITY: SURFACE MOTION
 LX3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3449+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 LX3449
 LX3449  HISTORY     - Date     Condition        Report By
 LX3449  HISTORY     - 1937     MONUMENTED       CTGS
 LX3449  HISTORY     - 1986     GOOD             NGS
 LX3449  HISTORY     - 1989     GOOD             USPSQD
 LX3449  HISTORY     - 19900414 GOOD             USPSQD
 LX3449  HISTORY     - 19901206 GOOD             USPSQD
 LX3449  HISTORY     - 20011015 GOOD             USPSQD
 LX3449
 LX3449                          STATION DESCRIPTION
 LX3449
 LX3449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3449'7.6 KM (4.7 MI) EAST FROM OLD LYME.
 LX3449'7.6 KM (4.7 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3449'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE RIGHT ACROSS THE HIGHWAY
 LX3449'FROM POWER POLE NO. 1968.  ALSO 5.6 KM (3.5 MI) WEST ALONG U.S.
 LX3449'HIGHWAY 1 FROM THE JUNCTION OF STATE HIGHWAY 161 IN FLANDERS TO THE
 LX3449'MARK ON THE LEFT.  IT IS 6.4 METERS (21.2 FT) SOUTHEAST OF THE
 LX3449'CENTERLINE OF U.S. HIGHWAY 1, 47.2 METERS (155.0 FT) NORTHEAST OF THE
 LX3449'CENTER OF PLANTS DAM ROAD, 18.7 METERS (61.4 FT) SOUTHEAST OF POWER
 LX3449'POLE NO. 1968 AND 7.1 METERS (23.5 FT) NORTH OF A 5-INCH CHERRY TREE.
 LX3449'THE MARK IS 0.36 METERS  NW FROM  A WITNESS POST
 LX3449'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3449
 LX3449                          STATION RECOVERY (1989)
 LX3449
 LX3449'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3449'RECOVERED IN GOOD CONDITION.
 LX3449
 LX3449                          STATION RECOVERY (1990)
 LX3449
 LX3449'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3449'RECOVERED IN GOOD CONDITION.
 LX3449
 LX3449                          STATION RECOVERY (1990)
 LX3449
 LX3449'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3449'RECOVERED IN GOOD CONDITION.
 LX3449
 LX3449                          STATION RECOVERY (2001)
 LX3449
 LX3449'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3443 ***********************************************************************
 LX3443  DESIGNATION -  377
 LX3443  PID         -  LX3443
 LX3443  STATE/COUNTY-  CT/NEW LONDON
 LX3443  USGS QUAD   -  OLD LYME (1976)
 LX3443
 LX3443                         *CURRENT SURVEY CONTROL
 LX3443  ___________________________________________________________________
 LX3443* NAD 83(1986)-  41 20 39.     (N)    072 18 22.     (W)     SCALED    
 LX3443* NAVD 88     -        11.733  (meters)      38.49   (feet)  ADJUSTED  
 LX3443  ___________________________________________________________________
 LX3443  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3443  DYNAMIC HT  -          11.729 (meters)      38.48  (feet)  COMP
 LX3443  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX3443
 LX3443  VERT ORDER  -  FIRST     CLASS II
 LX3443
 LX3443.The horizontal coordinates were scaled from a topographic map and have
 LX3443.an estimated accuracy of +/- 6 seconds.
 LX3443
 LX3443.The orthometric height was determined by differential leveling
 LX3443.and adjusted by the National Geodetic Survey in June 1991..
 LX3443
 LX3443.The geoid height was determined by GEOID03.
 LX3443
 LX3443.The dynamic height is computed by dividing the NAVD 88
 LX3443.geopotential number by the normal gravity value computed on the
 LX3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3443.degrees latitude (g = 980.6199 gals.).
 LX3443
 LX3443.The modeled gravity was interpolated from observed gravity values.
 LX3443
 LX3443;                    North         East    Units  Estimated Accuracy
 LX3443;SPC CT       -   209,230.      341,950.      MT  (+/- 180 meters Scaled)
 LX3443
 LX3443                          SUPERSEDED SURVEY CONTROL
 LX3443
 LX3443.No superseded survey control is available for this station.
 LX3443
 LX3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL253804(NAD 83)
 LX3443_MARKER: DD = SURVEY DISK
 LX3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3443_SP_SET: CONCRETE POST
 LX3443_STAMPING: 377
 LX3443_MARK LOGO: CTGS  
 LX3443_PROJECTION: FLUSH
 LX3443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3443+STABILITY: SURFACE MOTION
 LX3443
 LX3443  HISTORY     - Date     Condition        Report By
 LX3443  HISTORY     - 1937     MONUMENTED       CTGS
 LX3443  HISTORY     - 1986     GOOD             NGS
 LX3443  HISTORY     - 1989     GOOD             USPSQD
 LX3443  HISTORY     - 19900414 GOOD             USPSQD
 LX3443  HISTORY     - 19901206 GOOD             USPSQD
 LX3443  HISTORY     - 20030507 GOOD             USPSQD
 LX3443
 LX3443                          STATION DESCRIPTION
 LX3443
 LX3443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3443'3.0 KM (1.85 MI) EAST FROM OLD LYME.
 LX3443'3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3443'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE LEFT.  IT IS 14.1 METERS
 LX3443'(46.4 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 10.2 METERS
 LX3443'(33.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NO. 120, 5.1
 LX3443'METERS (17.0 FT) WEST OF THE CENTER OF A DRIVEWAY, 3.1 METERS (10.4
 LX3443'FT) EAST OF A 10-INCH MAPLE TREE AND 1.8 METERS (6.1 FT) SOUTH OF THE
 LX3443'EAST STONE POST.
 LX3443'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3443
 LX3443                          STATION RECOVERY (1989)
 LX3443
 LX3443'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3443'RECOVERED IN GOOD CONDITION.
 LX3443
 LX3443                          STATION RECOVERY (1990)
 LX3443
 LX3443'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3443'RECOVERED IN GOOD CONDITION.
 LX3443
 LX3443                          STATION RECOVERY (1990)
 LX3443
 LX3443'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3443'RECOVERED IN GOOD CONDITION.
 LX3443
 LX3443                          STATION RECOVERY (2003)
 LX3443
 LX3443'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX3443' 
 LX3443' 
 LX3443' 
 LX3443' 
 LX3443' 
 LX3443' 
 LX3443' 
 LX3443' 
 LX3443' 
 LX3443' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3334 ***********************************************************************
 LX3334  DESIGNATION -  378
 LX3334  PID         -  LX3334
 LX3334  STATE/COUNTY-  CT/NEW LONDON
 LX3334  USGS QUAD   -  MONTVILLE (1983)
 LX3334
 LX3334                         *CURRENT SURVEY CONTROL
 LX3334  ___________________________________________________________________
 LX3334* NAD 83(1986)-  41 25 06.     (N)    072 12 51.     (W)     SCALED    
 LX3334* NAVD 88     -        55.355  (meters)     181.61   (feet)  ADJUSTED  
 LX3334  ___________________________________________________________________
 LX3334  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX3334  DYNAMIC HT  -          55.336 (meters)     181.55  (feet)  COMP
 LX3334  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LX3334
 LX3334  VERT ORDER  -  FIRST     CLASS II
 LX3334
 LX3334.The horizontal coordinates were scaled from a topographic map and have
 LX3334.an estimated accuracy of +/- 6 seconds.
 LX3334
 LX3334.The orthometric height was determined by differential leveling
 LX3334.and adjusted by the National Geodetic Survey in June 1991..
 LX3334
 LX3334.The geoid height was determined by GEOID03.
 LX3334
 LX3334.The dynamic height is computed by dividing the NAVD 88
 LX3334.geopotential number by the normal gravity value computed on the
 LX3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3334.degrees latitude (g = 980.6199 gals.).
 LX3334
 LX3334.The modeled gravity was interpolated from observed gravity values.
 LX3334
 LX3334;                    North         East    Units  Estimated Accuracy
 LX3334;SPC CT       -   217,510.      349,600.      MT  (+/- 180 meters Scaled)
 LX3334
 LX3334                          SUPERSEDED SURVEY CONTROL
 LX3334
 LX3334.No superseded survey control is available for this station.
 LX3334
 LX3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL328889(NAD 83)
 LX3334_MARKER: DD = SURVEY DISK
 LX3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3334_SP_SET: CONCRETE POST
 LX3334_STAMPING: 378
 LX3334_MARK LOGO: CTGS  
 LX3334_PROJECTION: FLUSH
 LX3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3334+STABILITY: SURFACE MOTION
 LX3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3334+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 LX3334
 LX3334  HISTORY     - Date     Condition        Report By
 LX3334  HISTORY     - 1937     MONUMENTED       CTGS
 LX3334  HISTORY     - 1986     GOOD             NGS
 LX3334  HISTORY     - 1989     GOOD             USPSQD
 LX3334  HISTORY     - 19900428 GOOD             USPSQD
 LX3334  HISTORY     - 19901115 GOOD             USPSQD
 LX3334  HISTORY     - 2000     GOOD             USPSQD
 LX3334  HISTORY     - 20030508 GOOD             USPSQD
 LX3334  HISTORY     - 20060405 GOOD             USPSQD
 LX3334
 LX3334                          STATION DESCRIPTION
 LX3334
 LX3334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3334'1.0 KM (0.65 MI) SOUTH FROM CHESTERFIELD.
 LX3334'1.0 KM (0.65 MI) SOUTH ALONG STATE HIGHWAY 161 FROM THE JUNCTION OF
 LX3334'STATE HIGHWAY 85 IN CHESTERFIELD TO THE MARK ON THE LEFT AND ACROSS
 LX3334'THE HIGHWAY FROM UTILITY POLE NO. 2294 WITH ONE GUY WIRE, 0.3 KM (0.2
 LX3334'MI) NORTHEAST OF THE JUNCTION OF SILVER FALLS ROAD, 14.39 METERS (47.2
 LX3334'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.89 METERS (9.5 FT)
 LX3334'NORTHWEST OF THE NORTH END OF A STONE WALL WHICH PARALLELS THE
 LX3334'HIGHWAY.
 LX3334'THE MARK IS 0.10 METERS  NW FROM  WOODEN STAKE
 LX3334'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3334
 LX3334                          STATION RECOVERY (1989)
 LX3334
 LX3334'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3334'RECOVERED IN GOOD CONDITION.
 LX3334
 LX3334                          STATION RECOVERY (1990)
 LX3334
 LX3334'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3334'RECOVERED IN GOOD CONDITION.
 LX3334
 LX3334                          STATION RECOVERY (1990)
 LX3334
 LX3334'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3334'RECOVERED IN GOOD CONDITION.
 LX3334
 LX3334                          STATION RECOVERY (2000)
 LX3334
 LX3334'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX3334'RECOVERED IN GOOD CONDITION.
 LX3334
 LX3334                          STATION RECOVERY (2003)
 LX3334
 LX3334'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3334'RECOVERED IN GOOD CONDITION.
 LX3334
 LX3334                          STATION RECOVERY (2006)
 LX3334
 LX3334'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3333 ***********************************************************************
 LX3333  DESIGNATION -  379
 LX3333  PID         -  LX3333
 LX3333  STATE/COUNTY-  CT/NEW LONDON
 LX3333  USGS QUAD   -  MONTVILLE (1983)
 LX3333
 LX3333                         *CURRENT SURVEY CONTROL
 LX3333  ___________________________________________________________________
 LX3333* NAD 83(1986)-  41 25 24.     (N)    072 12 49.     (W)     SCALED    
 LX3333* NAVD 88     -        66.363  (meters)     217.73   (feet)  ADJUSTED  
 LX3333  ___________________________________________________________________
 LX3333  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX3333  DYNAMIC HT  -          66.340 (meters)     217.65  (feet)  COMP
 LX3333  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 LX3333
 LX3333  VERT ORDER  -  FIRST     CLASS II
 LX3333
 LX3333.The horizontal coordinates were scaled from a topographic map and have
 LX3333.an estimated accuracy of +/- 6 seconds.
 LX3333
 LX3333.The orthometric height was determined by differential leveling
 LX3333.and adjusted by the National Geodetic Survey in June 1991..
 LX3333
 LX3333.The geoid height was determined by GEOID03.
 LX3333
 LX3333.The dynamic height is computed by dividing the NAVD 88
 LX3333.geopotential number by the normal gravity value computed on the
 LX3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3333.degrees latitude (g = 980.6199 gals.).
 LX3333
 LX3333.The modeled gravity was interpolated from observed gravity values.
 LX3333
 LX3333;                    North         East    Units  Estimated Accuracy
 LX3333;SPC CT       -   218,060.      349,640.      MT  (+/- 180 meters Scaled)
 LX3333
 LX3333                          SUPERSEDED SURVEY CONTROL
 LX3333
 LX3333.No superseded survey control is available for this station.
 LX3333
 LX3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL328895(NAD 83)
 LX3333_MARKER: DD = SURVEY DISK
 LX3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3333_SP_SET: CONCRETE POST
 LX3333_STAMPING: 379
 LX3333_MARK LOGO: CTGS  
 LX3333_PROJECTION: FLUSH
 LX3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3333+STABILITY: SURFACE MOTION
 LX3333
 LX3333  HISTORY     - Date     Condition        Report By
 LX3333  HISTORY     - 1937     MONUMENTED       CTGS
 LX3333  HISTORY     - 1986     GOOD             NGS
 LX3333  HISTORY     - 1989     GOOD             USPSQD
 LX3333  HISTORY     - 19900428 GOOD             USPSQD
 LX3333  HISTORY     - 19901115 GOOD             USPSQD
 LX3333  HISTORY     - 19991226 POOR             USPSQD
 LX3333  HISTORY     - 20030508 MARK NOT FOUND   USPSQD
 LX3333
 LX3333                          STATION DESCRIPTION
 LX3333
 LX3333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3333'0.5 KM (0.3 MI) SOUTH FROM CHESTERFIELD.
 LX3333'0.5 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 161 FROM THE JUNCTION OF
 LX3333'STATE HIGHWAY 85 IN CHESTERFIELD TO THE JUNCTION OF BUTTERTOWN ROAD
 LX3333'AND THE MARK ON THE LEFT IN A TRIANGULAR GREEN FORMED BY THE JUNCTION,
 LX3333'10.21 METERS (33.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3333'7.80 METERS (25.6 FT) NORTHEAST OF A STOP SIGN AT THE SOUTH END OF THE
 LX3333'GREEN.
 LX3333'THE MARK IS 0.16 METERS  NW FROM  CUT OFF WITNESS POST
 LX3333'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3333
 LX3333                          STATION RECOVERY (1989)
 LX3333
 LX3333'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3333'RECOVERED IN GOOD CONDITION.
 LX3333
 LX3333                          STATION RECOVERY (1990)
 LX3333
 LX3333'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3333'RECOVERED IN GOOD CONDITION.
 LX3333
 LX3333                          STATION RECOVERY (1990)
 LX3333
 LX3333'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3333'RECOVERED IN GOOD CONDITION.
 LX3333
 LX3333                          STATION RECOVERY (1999)
 LX3333
 LX3333'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3333'MARK RECOVERED IN POOR CONDITION.
 LX3333
 LX3333                          STATION RECOVERY (2003)
 LX3333
 LX3333'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3333'ONLY PIN AND CEMENT POST REMAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2447 ***********************************************************************
 LX2447  DESIGNATION -  38
 LX2447  PID         -  LX2447
 LX2447  STATE/COUNTY-  CT/LITCHFIELD
 LX2447  USGS QUAD   -  TORRINGTON (1984)
 LX2447
 LX2447                         *CURRENT SURVEY CONTROL
 LX2447  ___________________________________________________________________
 LX2447* NAD 83(1986)-  41 51 50.     (N)    073 05 11.     (W)     SCALED    
 LX2447* NAVD 88     -       221.776  (meters)     727.61   (feet)  ADJUSTED  
 LX2447  ___________________________________________________________________
 LX2447  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX2447  DYNAMIC HT  -         221.704 (meters)     727.37  (feet)  COMP
 LX2447  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 LX2447
 LX2447  VERT ORDER  -  FIRST     CLASS II
 LX2447
 LX2447.The horizontal coordinates were scaled from a topographic map and have
 LX2447.an estimated accuracy of +/- 6 seconds.
 LX2447
 LX2447.The orthometric height was determined by differential leveling
 LX2447.and adjusted by the National Geodetic Survey in June 1991..
 LX2447
 LX2447.The geoid height was determined by GEOID03.
 LX2447
 LX2447.The dynamic height is computed by dividing the NAVD 88
 LX2447.geopotential number by the normal gravity value computed on the
 LX2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2447.degrees latitude (g = 980.6199 gals.).
 LX2447
 LX2447.The modeled gravity was interpolated from observed gravity values.
 LX2447
 LX2447;                    North         East    Units  Estimated Accuracy
 LX2447;SPC CT       -   266,910.      276,870.      MT  (+/- 180 meters Scaled)
 LX2447
 LX2447                          SUPERSEDED SURVEY CONTROL
 LX2447
 LX2447.No superseded survey control is available for this station.
 LX2447
 LX2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM588364(NAD 83)
 LX2447_MARKER: DD = SURVEY DISK
 LX2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2447_SP_SET: CONCRETE POST
 LX2447_STAMPING: 38
 LX2447_MARK LOGO: CTGS  
 LX2447_PROJECTION: FLUSH
 LX2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2447+STABILITY: SURFACE MOTION
 LX2447
 LX2447  HISTORY     - Date     Condition        Report By
 LX2447  HISTORY     - UNK      MONUMENTED       CTGS
 LX2447  HISTORY     - 1985     GOOD             NGS
 LX2447
 LX2447                          STATION DESCRIPTION
 LX2447
 LX2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2447'6.9 KM (4.3 MI) NORTH FROM TORRINGTON.
 LX2447'6.9 KM (4.3 MI) NORTH ALONG COUNTY ROAD 800 (MAIN STREET) FROM THE
 LX2447'JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON TO THE MARK ON THE
 LX2447'RIGHT, 5.42 METERS (17.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2447'38.70 METERS (127.0 FT) SOUTH OF THE CENTER OF NORTH ROAD, 15.66
 LX2447'METERS (51.4 FT) SOUTHWEST OF A FIRE HYDRANT, 4.81 METERS (15.8 FT)
 LX2447'SOUTH-SOUTHWEST OF A HIGHWAY SIGN (35 MPH).
 LX2447'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3359 ***********************************************************************
 LX3359  DESIGNATION -  384
 LX3359  PID         -  LX3359
 LX3359  STATE/COUNTY-  CT/NEW LONDON
 LX3359  USGS QUAD   -  HAMBURG (1984)
 LX3359
 LX3359                         *CURRENT SURVEY CONTROL
 LX3359  ___________________________________________________________________
 LX3359* NAD 83(1986)-  41 28 24.     (N)    072 16 06.     (W)     SCALED    
 LX3359* NAVD 88     -        80.532  (meters)     264.21   (feet)  ADJUSTED  
 LX3359  ___________________________________________________________________
 LX3359  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3359  DYNAMIC HT  -          80.504 (meters)     264.12  (feet)  COMP
 LX3359  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 LX3359
 LX3359  VERT ORDER  -  FIRST     CLASS II
 LX3359
 LX3359.The horizontal coordinates were scaled from a topographic map and have
 LX3359.an estimated accuracy of +/- 6 seconds.
 LX3359
 LX3359.The orthometric height was determined by differential leveling
 LX3359.and adjusted by the National Geodetic Survey in June 1991..
 LX3359
 LX3359.The geoid height was determined by GEOID03.
 LX3359
 LX3359.The dynamic height is computed by dividing the NAVD 88
 LX3359.geopotential number by the normal gravity value computed on the
 LX3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3359.degrees latitude (g = 980.6199 gals.).
 LX3359
 LX3359.The modeled gravity was interpolated from observed gravity values.
 LX3359
 LX3359;                    North         East    Units  Estimated Accuracy
 LX3359;SPC CT       -   223,590.      345,030.      MT  (+/- 180 meters Scaled)
 LX3359
 LX3359                          SUPERSEDED SURVEY CONTROL
 LX3359
 LX3359.No superseded survey control is available for this station.
 LX3359
 LX3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL280949(NAD 83)
 LX3359_MARKER: DD = SURVEY DISK
 LX3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3359_SP_SET: CONCRETE POST
 LX3359_STAMPING: 384
 LX3359_MARK LOGO: CTGS  
 LX3359_PROJECTION: RECESSED 5 CENTIMETERS
 LX3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3359+STABILITY: SURFACE MOTION
 LX3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3359+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3359
 LX3359  HISTORY     - Date     Condition        Report By
 LX3359  HISTORY     - 1937     MONUMENTED       CTGS
 LX3359  HISTORY     - 1986     GOOD             NGS
 LX3359  HISTORY     - 1989     GOOD             USPSQD
 LX3359  HISTORY     - 19900428 GOOD             USPSQD
 LX3359  HISTORY     - 19991221 GOOD             USPSQD
 LX3359  HISTORY     - 20030602 GOOD             USPSQD
 LX3359  HISTORY     - 20060412 GOOD             USPSQD
 LX3359
 LX3359                          STATION DESCRIPTION
 LX3359
 LX3359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3359'0.5 KM (0.3 MI) SW FROM SALEM FOUR CORNERS.
 LX3359'0.5 KM (0.3 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 LX3359'OF STATE HIGHWAY 85 IN SALEM FOUR CORNERS TO THE MARK ON THE RIGHT,
 LX3359'6.31 METERS (20.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.45
 LX3359'METERS (31.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH
 LX3359'CONCRETE BRIDGE RAIL OVER HARRIS BROOK, 9.02 METERS (29.6 FT)
 LX3359'SOUTHWEST OF UTILITY POLE NO. 750, 1.68 METERS (5.5 FT) NORTHWEST OF A
 LX3359'GALVANIZED STEEL GUARDRAIL.
 LX3359'THE MARK IS 0.28 METERS  SE FROM  A WITNESS POST
 LX3359'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3359
 LX3359                          STATION RECOVERY (1989)
 LX3359
 LX3359'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3359'RECOVERED IN GOOD CONDITION.
 LX3359
 LX3359                          STATION RECOVERY (1990)
 LX3359
 LX3359'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3359'RECOVERED IN GOOD CONDITION.
 LX3359
 LX3359                          STATION RECOVERY (1999)
 LX3359
 LX3359'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3359'RECOVERED IN GOOD CONDITION.
 LX3359
 LX3359                          STATION RECOVERY (2003)
 LX3359
 LX3359'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3359'RECOVERED IN GOOD CONDITION.
 LX3359
 LX3359                          STATION RECOVERY (2006)
 LX3359
 LX3359'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3354 ***********************************************************************
 LX3354  DESIGNATION -  385
 LX3354  PID         -  LX3354
 LX3354  STATE/COUNTY-  CT/MIDDLESEX
 LX3354  USGS QUAD   -  HAMBURG (1984)
 LX3354
 LX3354                         *CURRENT SURVEY CONTROL
 LX3354  ___________________________________________________________________
 LX3354* NAD 83(1986)-  41 27 08.     (N)    072 18 52.     (W)     SCALED    
 LX3354* NAVD 88     -        81.722  (meters)     268.12   (feet)  ADJUSTED  
 LX3354  ___________________________________________________________________
 LX3354  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3354  DYNAMIC HT  -          81.693 (meters)     268.02  (feet)  COMP
 LX3354  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 LX3354
 LX3354  VERT ORDER  -  FIRST     CLASS II
 LX3354
 LX3354.The horizontal coordinates were scaled from a topographic map and have
 LX3354.an estimated accuracy of +/- 6 seconds.
 LX3354
 LX3354.The orthometric height was determined by differential leveling
 LX3354.and adjusted by the National Geodetic Survey in June 1991..
 LX3354
 LX3354.The geoid height was determined by GEOID03.
 LX3354
 LX3354.The dynamic height is computed by dividing the NAVD 88
 LX3354.geopotential number by the normal gravity value computed on the
 LX3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3354.degrees latitude (g = 980.6199 gals.).
 LX3354
 LX3354.The modeled gravity was interpolated from observed gravity values.
 LX3354
 LX3354;                    North         East    Units  Estimated Accuracy
 LX3354;SPC CT       -   221,230.      341,190.      MT  (+/- 180 meters Scaled)
 LX3354
 LX3354                          SUPERSEDED SURVEY CONTROL
 LX3354
 LX3354.No superseded survey control is available for this station.
 LX3354
 LX3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL243924(NAD 83)
 LX3354_MARKER: DD = SURVEY DISK
 LX3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3354_SP_SET: CONCRETE POST
 LX3354_STAMPING: 385
 LX3354_MARK LOGO: CTGS  
 LX3354_PROJECTION: FLUSH
 LX3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3354+STABILITY: SURFACE MOTION
 LX3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3354+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 LX3354
 LX3354  HISTORY     - Date     Condition        Report By
 LX3354  HISTORY     - 1937     MONUMENTED       CTGS
 LX3354  HISTORY     - 1986     GOOD             NGS
 LX3354  HISTORY     - 1989     GOOD             USPSQD
 LX3354  HISTORY     - 1990     GOOD             USPSQD
 LX3354  HISTORY     - 19970603 GOOD             USPSQD
 LX3354  HISTORY     - 19981101 GOOD             USPSQD
 LX3354  HISTORY     - 20011002 GOOD             USPSQD
 LX3354  HISTORY     - 20060407 GOOD             USPSQD
 LX3354
 LX3354                          STATION DESCRIPTION
 LX3354
 LX3354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3354'1.4 KM (0.85 MI) NE FROM NORTH PLAIN.
 LX3354'1.4 KM (0.85 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 LX3354'INTERSECTION OF THREE BRIDGES ROAD AND BAKER LANE IN NORTH PLAIN
 LX3354'TO THE MARK ON THE LEFT AND ACROSS THE HIGHWAY FROM THE WEST END OF A
 LX3354'PRIVATE POND ON THE SOUTH SIDE OF THE HIGHWAY, 5.94 METERS (19.5 FT)
 LX3354'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21.85 METERS (71.7
 LX3354'FT) EAST OF UTILITY POLE NO. 5191 WITH ONE GUY WIRE AND TRANSFORMER,
 LX3354'19.72 METERS (64.7 FT) EAST OF A HIGHWAY SIGN READING (SPEED LIMIT
 LX3354'45).
 LX3354'THE MARK IS 0.46 METERS  NNW FROM  A WITNESS POST
 LX3354'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3354
 LX3354                          STATION RECOVERY (1989)
 LX3354
 LX3354'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3354'RECOVERED IN GOOD CONDITION.
 LX3354
 LX3354                          STATION RECOVERY (1990)
 LX3354
 LX3354'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3354'RECOVERED IN GOOD CONDITION.
 LX3354
 LX3354                          STATION RECOVERY (1997)
 LX3354
 LX3354'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3354'RECOVERED IN GOOD CONDITION.
 LX3354
 LX3354                          STATION RECOVERY (1998)
 LX3354
 LX3354'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3354'RECOVERED IN GOOD CONDITION.
 LX3354
 LX3354                          STATION RECOVERY (2001)
 LX3354
 LX3354'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3354'RECOVERED IN GOOD CONDITION.
 LX3354
 LX3354                          STATION RECOVERY (2006)
 LX3354
 LX3354'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3353 ***********************************************************************
 LX3353  DESIGNATION -  386
 LX3353  PID         -  LX3353
 LX3353  STATE/COUNTY-  CT/MIDDLESEX
 LX3353  USGS QUAD   -  HAMBURG (1984)
 LX3353
 LX3353                         *CURRENT SURVEY CONTROL
 LX3353  ___________________________________________________________________
 LX3353* NAD 83(1986)-  41 26 58.     (N)    072 19 12.     (W)     SCALED    
 LX3353* NAVD 88     -        76.182  (meters)     249.94   (feet)  ADJUSTED  
 LX3353  ___________________________________________________________________
 LX3353  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3353  DYNAMIC HT  -          76.155 (meters)     249.85  (feet)  COMP
 LX3353  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 LX3353
 LX3353  VERT ORDER  -  FIRST     CLASS II
 LX3353
 LX3353.The horizontal coordinates were scaled from a topographic map and have
 LX3353.an estimated accuracy of +/- 6 seconds.
 LX3353
 LX3353.The orthometric height was determined by differential leveling
 LX3353.and adjusted by the National Geodetic Survey in June 1991..
 LX3353
 LX3353.The geoid height was determined by GEOID03.
 LX3353
 LX3353.The dynamic height is computed by dividing the NAVD 88
 LX3353.geopotential number by the normal gravity value computed on the
 LX3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3353.degrees latitude (g = 980.6199 gals.).
 LX3353
 LX3353.The modeled gravity was interpolated from observed gravity values.
 LX3353
 LX3353;                    North         East    Units  Estimated Accuracy
 LX3353;SPC CT       -   220,910.      340,730.      MT  (+/- 180 meters Scaled)
 LX3353
 LX3353                          SUPERSEDED SURVEY CONTROL
 LX3353
 LX3353.No superseded survey control is available for this station.
 LX3353
 LX3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL238921(NAD 83)
 LX3353_MARKER: DD = SURVEY DISK
 LX3353_SETTING: 66 = SET IN ROCK OUTCROP
 LX3353_SP_SET: ROCK OUTCROP
 LX3353_STAMPING: 386
 LX3353_MARK LOGO: CTGS  
 LX3353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3353+STABILITY: POSITION/ELEVATION WELL
 LX3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3353+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 LX3353
 LX3353  HISTORY     - Date     Condition        Report By
 LX3353  HISTORY     - 1937     MONUMENTED       CTGS
 LX3353  HISTORY     - 1986     GOOD             NGS
 LX3353  HISTORY     - 1989     GOOD             USPSQD
 LX3353  HISTORY     - 1990     GOOD             USPSQD
 LX3353  HISTORY     - 19970603 GOOD             USPSQD
 LX3353  HISTORY     - 19981101 GOOD             USPSQD
 LX3353  HISTORY     - 20011002 GOOD             USPSQD
 LX3353  HISTORY     - 20040417 GOOD             USPSQD
 LX3353  HISTORY     - 20060407 GOOD             USPSQD
 LX3353
 LX3353                          STATION DESCRIPTION
 LX3353
 LX3353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3353'0.9 KM (0.55 MI) NE FROM NORTH PLAIN.
 LX3353'0.9 KM (0.55 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 LX3353'INTERSECTION OF THREE BRIDGES ROAD AND BAKER LANE IN NORTH PLAIN TO
 LX3353'THE MARK ON THE LEFT IN TOP OF A ROCK OUTCROP, 6.58 METERS (21.6 FT)
 LX3353'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.33 METERS (50.3
 LX3353'FT) NORTHWEST AND ACROSS THE HIGHWAY FROM UTILITY POLE NUMBER 3559
 LX3353'WITH A TRANSFORMER, 4.24 METERS (13.9 FT) SOUTHEAST OF THE SOUTHEAST
 LX3353'CORNER OF A ONE AND 1/2-STORY HOUSE.
 LX3353'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3353
 LX3353                          STATION RECOVERY (1989)
 LX3353
 LX3353'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3353'RECOVERED IN GOOD CONDITION.
 LX3353
 LX3353                          STATION RECOVERY (1990)
 LX3353
 LX3353'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3353'RECOVERED IN GOOD CONDITION.
 LX3353
 LX3353                          STATION RECOVERY (1997)
 LX3353
 LX3353'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3353'RECOVERED IN GOOD CONDITION.
 LX3353
 LX3353                          STATION RECOVERY (1998)
 LX3353
 LX3353'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3353'RECOVERED IN GOOD CONDITION.
 LX3353
 LX3353                          STATION RECOVERY (2001)
 LX3353
 LX3353'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3353'RECOVERED IN GOOD CONDITION.
 LX3353
 LX3353                          STATION RECOVERY (2004)
 LX3353
 LX3353'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3353'RECOVERED IN GOOD CONDITION.
 LX3353
 LX3353                          STATION RECOVERY (2006)
 LX3353
 LX3353'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3462 ***********************************************************************
 LX3462  DESIGNATION -  389
 LX3462  PID         -  LX3462
 LX3462  STATE/COUNTY-  CT/NEW LONDON
 LX3462  USGS QUAD   -  NIANTIC (1983)
 LX3462
 LX3462                         *CURRENT SURVEY CONTROL
 LX3462  ___________________________________________________________________
 LX3462* NAD 83(1986)-  41 21 45.     (N)    072 10 47.     (W)     SCALED    
 LX3462* NAVD 88     -        10.914  (meters)      35.81   (feet)  ADJUSTED  
 LX3462  ___________________________________________________________________
 LX3462  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3462  DYNAMIC HT  -          10.910 (meters)      35.79  (feet)  COMP
 LX3462  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LX3462
 LX3462  VERT ORDER  -  FIRST     CLASS II
 LX3462
 LX3462.The horizontal coordinates were scaled from a topographic map and have
 LX3462.an estimated accuracy of +/- 6 seconds.
 LX3462
 LX3462.The orthometric height was determined by differential leveling
 LX3462.and adjusted by the National Geodetic Survey in June 1991..
 LX3462
 LX3462.The geoid height was determined by GEOID03.
 LX3462
 LX3462.The dynamic height is computed by dividing the NAVD 88
 LX3462.geopotential number by the normal gravity value computed on the
 LX3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3462.degrees latitude (g = 980.6199 gals.).
 LX3462
 LX3462.The modeled gravity was interpolated from observed gravity values.
 LX3462
 LX3462;                    North         East    Units  Estimated Accuracy
 LX3462;SPC CT       -   211,330.      352,520.      MT  (+/- 180 meters Scaled)
 LX3462
 LX3462                          SUPERSEDED SURVEY CONTROL
 LX3462
 LX3462.No superseded survey control is available for this station.
 LX3462
 LX3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL358828(NAD 83)
 LX3462_MARKER: DD = SURVEY DISK
 LX3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3462_SP_SET: CONCRETE POST
 LX3462_STAMPING: 389
 LX3462_MARK LOGO: CTGS  
 LX3462_PROJECTION: FLUSH
 LX3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3462+STABILITY: SURFACE MOTION
 LX3462
 LX3462  HISTORY     - Date     Condition        Report By
 LX3462  HISTORY     - UNK      MONUMENTED       CTGS
 LX3462  HISTORY     - 1986     GOOD             NGS
 LX3462  HISTORY     - 1989     GOOD             USPSQD
 LX3462  HISTORY     - 19900310 GOOD             USPSQD
 LX3462
 LX3462                          STATION DESCRIPTION
 LX3462
 LX3462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3462'3.0 KM (1.85 MI) EAST FROM FLANDERS.
 LX3462'3.0 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3462'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE RIGHT ACROSS HIGHWAY FROM
 LX3462'POWER POLE NO. 6246.  IT IS 5.1 METERS (17.0 FT) SOUTHWEST OF THE
 LX3462'CENTERLINE OF U.S. HIGHWAY 1, 5.1 METERS (17.0 FT) NORTHWEST OF THE
 LX3462'CENTER OF A DRIVEWAY, 4.3 METERS (14.2 FT) NORTH OF A 10-INCH ELM TREE
 LX3462'AND 0.85 METER (2.8 FT) NORTHWEST OF R. MILESKI MAIL BOX NO. 488.
 LX3462'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 1.
 LX3462
 LX3462                          STATION RECOVERY (1989)
 LX3462
 LX3462'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3462'RECOVERED IN GOOD CONDITION.
 LX3462
 LX3462                          STATION RECOVERY (1990)
 LX3462
 LX3462'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2446 ***********************************************************************
 LX2446  DESIGNATION -  39
 LX2446  PID         -  LX2446
 LX2446  STATE/COUNTY-  CT/LITCHFIELD
 LX2446  USGS QUAD   -  TORRINGTON (1984)
 LX2446
 LX2446                         *CURRENT SURVEY CONTROL
 LX2446  ___________________________________________________________________
 LX2446* NAD 83(1986)-  41 52 01.     (N)    073 05 02.     (W)     SCALED    
 LX2446* NAVD 88     -       220.453  (meters)     723.27   (feet)  ADJUSTED  
 LX2446  ___________________________________________________________________
 LX2446  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2446  DYNAMIC HT  -         220.381 (meters)     723.03  (feet)  COMP
 LX2446  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 LX2446
 LX2446  VERT ORDER  -  FIRST     CLASS II
 LX2446
 LX2446.The horizontal coordinates were scaled from a topographic map and have
 LX2446.an estimated accuracy of +/- 6 seconds.
 LX2446
 LX2446.The orthometric height was determined by differential leveling
 LX2446.and adjusted by the National Geodetic Survey in June 1991..
 LX2446
 LX2446.The geoid height was determined by GEOID03.
 LX2446
 LX2446.The dynamic height is computed by dividing the NAVD 88
 LX2446.geopotential number by the normal gravity value computed on the
 LX2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2446.degrees latitude (g = 980.6199 gals.).
 LX2446
 LX2446.The modeled gravity was interpolated from observed gravity values.
 LX2446
 LX2446;                    North         East    Units  Estimated Accuracy
 LX2446;SPC CT       -   267,250.      277,080.      MT  (+/- 180 meters Scaled)
 LX2446
 LX2446                          SUPERSEDED SURVEY CONTROL
 LX2446
 LX2446.No superseded survey control is available for this station.
 LX2446
 LX2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM590367(NAD 83)
 LX2446_MARKER: DD = SURVEY DISK
 LX2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2446_SP_SET: CONCRETE POST
 LX2446_STAMPING: 39
 LX2446_MARK LOGO: CTGS  
 LX2446_PROJECTION: RECESSED 31 CENTIMETERS
 LX2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2446+STABILITY: SURFACE MOTION
 LX2446
 LX2446  HISTORY     - Date     Condition        Report By
 LX2446  HISTORY     - UNK      MONUMENTED       CTGS
 LX2446  HISTORY     - 1985     GOOD             NGS
 LX2446
 LX2446                          STATION DESCRIPTION
 LX2446
 LX2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2446'6.5 KM (4.05 MI) SOUTH FROM WINSTED.
 LX2446'6.5 KM (4.05 MI) SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCTION OF
 LX2446'U.S. HIGHWAY 44 IN WINSTED TO THE MARK ON THE LEFT, IN THE SOUTH END
 LX2446'OF THE GRASSY TRIANGLE FORMED BY THE JUNCTION OF GREENWOOD ROAD,
 LX2446'6.70 METERS (22.0 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 800,
 LX2446'3.0 METERS (9.8 FT) SOUTHWEST OF A ROAD SIGN (DO NOT ENTER),
 LX2446'19.81 METERS (65.0 FT) SOUTH OF THE CENTER OF GREENWOOD ROAD,
 LX2446'14.78 METERS (48.5 FT) NORTH-NORTHWEST OF THE NORTH END OF THE EAST
 LX2446'ABUTMENT OF THE BRIDGE OVER BURR CREEK.
 LX2446'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2446'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0926 ***********************************************************************
 LX0926  DESIGNATION -  39
 LX0926  PID         -  LX0926
 LX0926  STATE/COUNTY-  CT/NEW HAVEN
 LX0926  USGS QUAD   -  ANSONIA (1984)
 LX0926
 LX0926                         *CURRENT SURVEY CONTROL
 LX0926  ___________________________________________________________________
 LX0926* NAD 83(1986)-  41 19 06.     (N)    073 05 29.     (W)     SCALED    
 LX0926* NAVD 88     -        11.287  (meters)      37.03   (feet)  ADJUSTED  
 LX0926  ___________________________________________________________________
 LX0926  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX0926  DYNAMIC HT  -          11.283 (meters)      37.02  (feet)  COMP
 LX0926  MODELED GRAV-     980,306.7   (mgal)                       NAVD 88
 LX0926
 LX0926  VERT ORDER  -  FIRST     CLASS II
 LX0926
 LX0926.The horizontal coordinates were scaled from a topographic map and have
 LX0926.an estimated accuracy of +/- 6 seconds.
 LX0926
 LX0926.The orthometric height was determined by differential leveling
 LX0926.and adjusted by the National Geodetic Survey in June 1991..
 LX0926.WARNING-Repeat measurements at this control monument indicate possible
 LX0926.vertical movement.
 LX0926
 LX0926.The geoid height was determined by GEOID03.
 LX0926
 LX0926.The dynamic height is computed by dividing the NAVD 88
 LX0926.geopotential number by the normal gravity value computed on the
 LX0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0926.degrees latitude (g = 980.6199 gals.).
 LX0926
 LX0926.The modeled gravity was interpolated from observed gravity values.
 LX0926
 LX0926;                    North         East    Units  Estimated Accuracy
 LX0926;SPC CT       -   206,320.      276,220.      MT  (+/- 180 meters Scaled)
 LX0926
 LX0926                          SUPERSEDED SURVEY CONTROL
 LX0926
 LX0926  NGVD 29 (??/??/92)   11.73   (m)           38.5    (f) COMPUTED    1 2
 LX0926
 LX0926.Superseded values are not recommended for survey control.
 LX0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0926.See file dsdata.txt to determine how the superseded data were derived.
 LX0926
 LX0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL597758(NAD 83)
 LX0926_MARKER: DB = BENCH MARK DISK
 LX0926_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0926_SP_SET: WALL PARAPET
 LX0926_STAMPING: 39
 LX0926_MARK LOGO: USGS  
 LX0926_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0926
 LX0926  HISTORY     - Date     Condition        Report By
 LX0926  HISTORY     - UNK      MONUMENTED       USGS
 LX0926  HISTORY     - 1937     GOOD             NGS
 LX0926  HISTORY     - 1985     GOOD             NGS
 LX0926
 LX0926                          STATION DESCRIPTION
 LX0926
 LX0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 LX0926'AT SHELTON.
 LX0926'AT SHELTON, NEW HAVEN COUNTY, AT THE WEST END OF A CONCRETE ARCH
 LX0926'BRIDGE OVER HOUSATONIC RIVER, IN THE TOP OF THE SOUTH END OF
 LX0926'THE SOUTHWEST WING WALL PARAPET, 60 FEET SOUTH OF THE CENTERLINE
 LX0926'OF A ROAD, AND ABOUT 5 FEET HIGHER THAN THE ROADWAY.  A UNITED
 LX0926'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 39.
 LX0926
 LX0926                          STATION RECOVERY (1985)
 LX0926
 LX0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3461 ***********************************************************************
 LX3461  DESIGNATION -  390
 LX3461  PID         -  LX3461
 LX3461  STATE/COUNTY-  CT/NEW LONDON
 LX3461  USGS QUAD   -  NIANTIC (1983)
 LX3461
 LX3461                         *CURRENT SURVEY CONTROL
 LX3461  ___________________________________________________________________
 LX3461* NAD 83(1986)-  41 22 02.     (N)    072 11 06.     (W)     SCALED    
 LX3461* NAVD 88     -        25.223  (meters)      82.75   (feet)  ADJUSTED  
 LX3461  ___________________________________________________________________
 LX3461  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX3461  DYNAMIC HT  -          25.214 (meters)      82.72  (feet)  COMP
 LX3461  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LX3461
 LX3461  VERT ORDER  -  FIRST     CLASS II
 LX3461
 LX3461.The horizontal coordinates were scaled from a topographic map and have
 LX3461.an estimated accuracy of +/- 6 seconds.
 LX3461
 LX3461.The orthometric height was determined by differential leveling
 LX3461.and adjusted by the National Geodetic Survey in June 1991..
 LX3461
 LX3461.The geoid height was determined by GEOID03.
 LX3461
 LX3461.The dynamic height is computed by dividing the NAVD 88
 LX3461.geopotential number by the normal gravity value computed on the
 LX3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3461.degrees latitude (g = 980.6199 gals.).
 LX3461
 LX3461.The modeled gravity was interpolated from observed gravity values.
 LX3461
 LX3461;                    North         East    Units  Estimated Accuracy
 LX3461;SPC CT       -   211,850.      352,070.      MT  (+/- 180 meters Scaled)
 LX3461
 LX3461                          SUPERSEDED SURVEY CONTROL
 LX3461
 LX3461.No superseded survey control is available for this station.
 LX3461
 LX3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL354833(NAD 83)
 LX3461_MARKER: DD = SURVEY DISK
 LX3461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3461_SP_SET: CONCRETE POST
 LX3461_STAMPING: 390
 LX3461_MARK LOGO: CTGS  
 LX3461_PROJECTION: RECESSED 15 CENTIMETERS
 LX3461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3461+STABILITY: SURFACE MOTION
 LX3461
 LX3461  HISTORY     - Date     Condition        Report By
 LX3461  HISTORY     - 1937     MONUMENTED       CTGS
 LX3461  HISTORY     - 1986     GOOD             NGS
 LX3461  HISTORY     - 1989     GOOD             USPSQD
 LX3461  HISTORY     - 19900414 GOOD             USPSQD
 LX3461  HISTORY     - 20040508 GOOD             USPSQD
 LX3461
 LX3461                          STATION DESCRIPTION
 LX3461
 LX3461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3461'2.3 KM (1.45 MI) EAST FROM FLANDERS.
 LX3461'2.3 KM (1.45 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3461'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT.  IT IS 7.3 METERS
 LX3461'(24.2 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 0.88 METER
 LX3461'(2.9 FT) SOUTHEAST OF POWER POLE NO. 2630.
 LX3461'THE MARK IS 0.18 M ABOVE U.S. HIGHWAY 1.
 LX3461
 LX3461                          STATION RECOVERY (1989)
 LX3461
 LX3461'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3461'RECOVERED IN GOOD CONDITION.
 LX3461
 LX3461                          STATION RECOVERY (1990)
 LX3461
 LX3461'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3461'RECOVERED IN GOOD CONDITION.
 LX3461
 LX3461                          STATION RECOVERY (2004)
 LX3461
 LX3461'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3323 ***********************************************************************
 LX3323  DESIGNATION -  397 X
 LX3323  PID         -  LX3323
 LX3323  STATE/COUNTY-  CT/NEW LONDON
 LX3323  USGS QUAD   -  HAMBURG (1984)
 LX3323
 LX3323                         *CURRENT SURVEY CONTROL
 LX3323  ___________________________________________________________________
 LX3323* NAD 83(1986)-  41 28 46.     (N)    072 16 06.     (W)     SCALED    
 LX3323* NAVD 88     -        82.267  (meters)     269.90   (feet)  ADJUSTED  
 LX3323  ___________________________________________________________________
 LX3323  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX3323  DYNAMIC HT  -          82.238 (meters)     269.81  (feet)  COMP
 LX3323  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LX3323
 LX3323  VERT ORDER  -  FIRST     CLASS II
 LX3323
 LX3323.The horizontal coordinates were scaled from a topographic map and have
 LX3323.an estimated accuracy of +/- 6 seconds.
 LX3323
 LX3323.The orthometric height was determined by differential leveling
 LX3323.and adjusted by the National Geodetic Survey in June 1991..
 LX3323
 LX3323.The geoid height was determined by GEOID03.
 LX3323
 LX3323.The dynamic height is computed by dividing the NAVD 88
 LX3323.geopotential number by the normal gravity value computed on the
 LX3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3323.degrees latitude (g = 980.6199 gals.).
 LX3323
 LX3323.The modeled gravity was interpolated from observed gravity values.
 LX3323
 LX3323;                    North         East    Units  Estimated Accuracy
 LX3323;SPC CT       -   224,270.      345,030.      MT  (+/- 180 meters Scaled)
 LX3323
 LX3323                          SUPERSEDED SURVEY CONTROL
 LX3323
 LX3323.No superseded survey control is available for this station.
 LX3323
 LX3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL280955(NAD 83)
 LX3323_MARKER: DD = SURVEY DISK
 LX3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3323_SP_SET: CONCRETE POST
 LX3323_STAMPING: 397 X
 LX3323_MARK LOGO: CTGS  
 LX3323_PROJECTION: PROJECTING 8 CENTIMETERS
 LX3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3323+STABILITY: SURFACE MOTION
 LX3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3323+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 LX3323
 LX3323  HISTORY     - Date     Condition        Report By
 LX3323  HISTORY     - 1957     MONUMENTED       CTGS
 LX3323  HISTORY     - 1986     GOOD             NGS
 LX3323  HISTORY     - 1989     GOOD             USPSQD
 LX3323  HISTORY     - 19900428 GOOD             USPSQD
 LX3323  HISTORY     - 19901115 GOOD             USPSQD
 LX3323  HISTORY     - 19991226 GOOD             USPSQD
 LX3323  HISTORY     - 20030602 GOOD             USPSQD
 LX3323
 LX3323                          STATION DESCRIPTION
 LX3323
 LX3323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3323'0.5 KM (0.3 MI) NW FROM SALEM FOUR CORNERS.
 LX3323'0.5 KM (0.3 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3323'OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON THE RIGHT
 LX3323'AND ACROSS HIGHWAY FROM UTILITY POLE NO. 141 WITH TWO GUY WIRES AND AT
 LX3323'THE NORTHEAST EDGE OF A STEEL CABLE GUARDRAIL.  IT IS 4.63 METERS
 LX3323'(15.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.19 METERS
 LX3323'(40.0 FT) NORTHEAST OF UTILITY POLE NO. 141 WITH TWO GUY WIRES AND
 LX3323'0.30 METER (1.0 FT) NORTHEAST OF THE EDGE OF THE HIGHWAY.  NOTE--THE
 LX3323'MARK IS 27.61 METERS (90.6 FT) SOUTHEAST OF 4891 CTGS.
 LX3323'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3323
 LX3323                          STATION RECOVERY (1989)
 LX3323
 LX3323'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3323'RECOVERED IN GOOD CONDITION.
 LX3323
 LX3323                          STATION RECOVERY (1990)
 LX3323
 LX3323'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3323'RECOVERED IN GOOD CONDITION.
 LX3323
 LX3323                          STATION RECOVERY (1990)
 LX3323
 LX3323'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3323'RECOVERED IN GOOD CONDITION.
 LX3323
 LX3323                          STATION RECOVERY (1999)
 LX3323
 LX3323'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3323'RECOVERED IN GOOD CONDITION.
 LX3323
 LX3323                          STATION RECOVERY (2003)
 LX3323
 LX3323'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3319 ***********************************************************************
 LX3319  DESIGNATION -  398
 LX3319  PID         -  LX3319
 LX3319  STATE/COUNTY-  CT/NEW LONDON
 LX3319  USGS QUAD   -  COLCHESTER (1984)
 LX3319
 LX3319                         *CURRENT SURVEY CONTROL
 LX3319  ___________________________________________________________________
 LX3319* NAD 83(1986)-  41 30 02.     (N)    072 17 03.     (W)     SCALED    
 LX3319* NAVD 88     -        91.832  (meters)     301.29   (feet)  ADJUSTED  
 LX3319  ___________________________________________________________________
 LX3319  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX3319  DYNAMIC HT  -          91.799 (meters)     301.18  (feet)  COMP
 LX3319  MODELED GRAV-     980,262.1   (mgal)                       NAVD 88
 LX3319
 LX3319  VERT ORDER  -  FIRST     CLASS II
 LX3319
 LX3319.The horizontal coordinates were scaled from a topographic map and have
 LX3319.an estimated accuracy of +/- 6 seconds.
 LX3319
 LX3319.The orthometric height was determined by differential leveling
 LX3319.and adjusted by the National Geodetic Survey in June 1991..
 LX3319
 LX3319.The geoid height was determined by GEOID03.
 LX3319
 LX3319.The dynamic height is computed by dividing the NAVD 88
 LX3319.geopotential number by the normal gravity value computed on the
 LX3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3319.degrees latitude (g = 980.6199 gals.).
 LX3319
 LX3319.The modeled gravity was interpolated from observed gravity values.
 LX3319
 LX3319;                    North         East    Units  Estimated Accuracy
 LX3319;SPC CT       -   226,610.      343,700.      MT  (+/- 180 meters Scaled)
 LX3319
 LX3319                          SUPERSEDED SURVEY CONTROL
 LX3319
 LX3319.No superseded survey control is available for this station.
 LX3319
 LX3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL266978(NAD 83)
 LX3319_MARKER: DD = SURVEY DISK
 LX3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3319_SP_SET: CONCRETE POST
 LX3319_STAMPING: 398
 LX3319_MARK LOGO: CTGS  
 LX3319_PROJECTION: FLUSH
 LX3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3319+STABILITY: SURFACE MOTION
 LX3319
 LX3319  HISTORY     - Date     Condition        Report By
 LX3319  HISTORY     - 1937     MONUMENTED       CTGS
 LX3319  HISTORY     - 1986     GOOD             NGS
 LX3319  HISTORY     - 19901115 MARK NOT FOUND   USPSQD
 LX3319  HISTORY     - 20030602 MARK NOT FOUND   USPSQD
 LX3319
 LX3319                          STATION DESCRIPTION
 LX3319
 LX3319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3319'3.2 KM (2.0 MI) NW FROM SALEM FOUR CORNERS.
 LX3319'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3319'WITH STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON THE LEFT
 LX3319'IN A CIRCULAR DRIVE IN FRONT OF A 1 1/2 STORY FRAME HOUSE OWNED BY MR.
 LX3319'GIACONIA WHICH IS THE FIRST HOUSE NORTHWEST OF THE JUNCTION OF WITCH
 LX3319'MEADOW ROAD.  IT IS 5.18 METERS (17.0 FT) SOUTHWEST OF THE CENTERLINE
 LX3319'OF THE HIGHWAY AND 14.17 METERS (46.5 FT) NORTHWEST OF UTILITY POLE
 LX3319'NO. 226.
 LX3319'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3319
 LX3319                          STATION RECOVERY (1990)
 LX3319
 LX3319'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3319'MARK NOT FOUND.
 LX3319
 LX3319                          STATION RECOVERY (2003)
 LX3319
 LX3319'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3319'ALL INDICATIONS SHOW A DRIVEWAY WAS INSTALLED OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5546 ***********************************************************************
 AI5546  PACS        -  This is a Primary Airport Control Station.
 AI5546  DESIGNATION -  3B9 A
 AI5546  PID         -  AI5546
 AI5546  STATE/COUNTY-  CT/MIDDLESEX
 AI5546  USGS QUAD   -  HADDAM (1971)
 AI5546
 AI5546                         *CURRENT SURVEY CONTROL
 AI5546  ___________________________________________________________________
 AI5546* NAD 83(1996)-  41 23 01.97156(N)    072 30 22.89834(W)     ADJUSTED  
 AI5546* NAVD 88     -       123.11   (meters)     403.9    (feet)  GPS OBS   
 AI5546  ___________________________________________________________________
 AI5546  X           -   1,440,650.240 (meters)                     COMP
 AI5546  Y           -  -4,570,928.134 (meters)                     COMP
 AI5546  Z           -   4,194,566.248 (meters)                     COMP
 AI5546  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AI5546  ELLIP HEIGHT-          93.06  (meters)          (06/04/02) GPS OBS
 AI5546  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AI5546
 AI5546  HORZ ORDER  -  B
 AI5546  ELLP ORDER  -  FOURTH    CLASS I
 AI5546
 AI5546.This mark is at Chester Airport (3B9)
 AI5546
 AI5546.The horizontal coordinates were established by GPS observations
 AI5546.and adjusted by the National Geodetic Survey in May 2000..
 AI5546
 AI5546.The orthometric height was determined by GPS observations and a
 AI5546.high-resolution geoid model.
 AI5546
 AI5546.GPS derived orthometric heights for airport stations designated as
 AI5546.PACS or SACS are published to 2 decimal places.  This maintains
 AI5546.centimeter relative accuracy between the PACS and SACS.  It does
 AI5546.not indicate centimeter accuracy relative to other marks which are
 AI5546.part of the NAVD 88 network.
 AI5546
 AI5546.Photographs are available for this station.
 AI5546
 AI5546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5546
 AI5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5546
 AI5546.The ellipsoidal height was determined by GPS observations
 AI5546.and is referenced to NAD 83.
 AI5546
 AI5546.The geoid height was determined by GEOID03.
 AI5546
 AI5546;                    North         East     Units Scale Factor Converg.
 AI5546;SPC CT       -   213,571.534   325,179.557   MT  0.99998654   +0 09 41.6
 AI5546;SPC CT       -   700,692.61  1,066,859.93   sFT  0.99998654   +0 09 41.6
 AI5546;UTM  18      - 4,584,373.556   708,505.801   MT  1.00013506   +1 38 56.9
 AI5546
 AI5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5546!SPC CT       -   0.99998540  x   0.99998654  =   0.99997194
 AI5546!UTM  18      -   0.99998540  x   1.00013506  =   1.00012046
 AI5546
 AI5546|---------------------------------------------------------------------|
 AI5546| PID    Reference Object                     Distance      Geod. Az  |
 AI5546|                                                           dddmmss.s |
 AI5546| LX2643 ZIEMBA AZ MK                        332.709 METERS 15632     |
 AI5546| LX2642 ZIEMBA                              172.093 METERS 34908     |
 AI5546|---------------------------------------------------------------------|
 AI5546
 AI5546                          SUPERSEDED SURVEY CONTROL
 AI5546
 AI5546  ELLIP H (05/22/00)   93.07   (m)                       GP(       ) 4 1
 AI5546
 AI5546.Superseded values are not recommended for survey control.
 AI5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5546.See file dsdata.txt to determine how the superseded data were derived.
 AI5546
 AI5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0850684374(NAD 83)
 AI5546_MARKER: I = METAL ROD
 AI5546_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5546_STAMPING: 3B9 A 1999
 AI5546_MARK LOGO: NGS   
 AI5546_PROJECTION: RECESSED 3 CENTIMETERS
 AI5546_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5546+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5546_ROD/PIPE-DEPTH: 4.18 meters
 AI5546_SLEEVE-DEPTH  : 1 meters
 AI5546
 AI5546  HISTORY     - Date     Condition        Report By
 AI5546  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5546
 AI5546                          STATION DESCRIPTION
 AI5546
 AI5546'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5546'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) WEST-SOUTHWEST OF
 AI5546'CHESTER, 0.50 MI (0.80 KM) SOUTH OF STATE HIGHWAY 148, AT THE CHESTER
 AI5546'AIRPORT, EAST OF THE TERMINAL BUILDING IN A GRASSY PATCH BETWEEN THE
 AI5546'TERMINAL FENCE AND THE TAXIWAY.  OWNERSHIP--CHESTER AIRPORT INC., C/O
 AI5546'AIRPORT MANAGER JIM OLSON, 61 WINTHROP ROAD, CHESTER CT 06412.  PHONE
 AI5546'(860) 526-9504, FAX NUMBER (860) 526-3497.  NOTE--PERMISSION MUST BE
 AI5546'OBTAINED 24 HOURS BEFORE PROCEEDING AIRSIDE.
 AI5546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 148
 AI5546'(EXIT 6) PROCEED WEST FOR 1.6 MI (2.6 KM) ON HIGHWAY 148 WEST TO THE
 AI5546'JUNCTION OF STATE HIGHWAY 145 SOUTH ON THE LEFT.  TURN LEFT AND GO
 AI5546'SOUTHWEST FOR 0.75 MI (1.21 KM) ON HIGHWAY 145 SOUTH TO AN
 AI5546'INTERSECTION WITH CROSS ST AND THE AIRPORT ACCESS ROAD.  TURN LEFT AND
 AI5546'GO SOUTH AND UPHILL FOR 0.25 MI (0.40 KM) ON THE AIRPORT ACCESS ROAD
 AI5546'TO THE AIRPORT TERMINAL BUILDING AND A GATE NEAR THE NORTHEAST CORNER
 AI5546'OF THE BUILDING.  PASS THROUGH THE GATE AND TURN RIGHT AND FOLLOW THE
 AI5546'TAXIWAY SOUTH APPROXIMATLEY 30 M (98.4 FT) TO THE TARMAC AND THE
 AI5546'STATION ON THE RIGHT IN A GRASS PATCH EAST OF THE TERMINAL BUILDING.
 AI5546'THE STATION IS A PUNCH HOLE IN THE TOP OF A 9/16 INCH STAINLESS STEEL
 AI5546'ROD DRIVEN TO THE REFUSAL DEPTH OF 4.18 M (13.71 FT) THE ROD IS
 AI5546'RECESSED 3 CM BELOW THE SURFACE OF THE GROUND IN A 1 M (3.3 FT) GREASE
 AI5546'FILLED SLEEVE, AND ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP
 AI5546'STAMPED --3B9 A 1999--.  THE STATION IS 17.16 M (56.30 FT) WEST OF THE
 AI5546'CENTERLINE OF THE TAXI WAY, 12.62 M (41.40 FT) NORTH-NORTHWEST OF THE
 AI5546'CATCH BASIN IN THE TARMAC, AND 2.74 M (8.99 FT) NORTHEAST TO THE
 AI5546'PICKETFENCE LINE.  THIS STATION IS A DESIGNATED THE PRIMARY AIRPORT
 AI5546'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3354 ***********************************************************************
 LW3354  DESIGNATION -  4
 LW3354  PID         -  LW3354
 LW3354  STATE/COUNTY-  CT/NEW LONDON
 LW3354  USGS QUAD   -  MYSTIC (1984)
 LW3354
 LW3354                         *CURRENT SURVEY CONTROL
 LW3354  ___________________________________________________________________
 LW3354* NAD 83(1996)-  41 20 11.57869(N)    071 52 41.32841(W)     ADJUSTED  
 LW3354* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LW3354  ___________________________________________________________________
 LW3354  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 LW3354  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3354
 LW3354  HORZ ORDER  -  THIRD
 LW3354
 LW3354.The horizontal coordinates were established by classical geodetic methods
 LW3354.and adjusted by the National Geodetic Survey in August 1998..
 LW3354
 LW3354.The orthometric height was scaled from a topographic map.
 LW3354
 LW3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3354
 LW3354.The geoid height was determined by GEOID03.
 LW3354
 LW3354;                    North         East     Units Scale Factor Converg.
 LW3354;SPC CT       -   208,654.365   377,777.715   MT  0.99998903   +0 34 41.1
 LW3354;SPC CT       -   684,560.20  1,239,425.72   sFT  0.99998903   +0 34 41.1
 LW3354;SPC RI       -    28,190.502    68,347.101   MT  1.00000608   -0 14 59.1
 LW3354;SPC RI       -    92,488.34    224,235.45   sFT  1.00000608   -0 14 59.1
 LW3354;UTM  19      - 4,580,115.361   259,165.779   MT  1.00031387   -1 54 06.7
 LW3354
 LW3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3354!SPC CT       -   1.00000454  x   0.99998903  =   0.99999357
 LW3354!SPC RI       -   1.00000454  x   1.00000608  =   1.00001062
 LW3354!UTM  19      -   1.00000454  x   1.00031387  =   1.00031841
 LW3354
 LW3354:                Primary Azimuth Mark                     Grid Az
 LW3354:SPC CT       -  BARN ISLAND CHIMNEY                      131 38 50.0
 LW3354:SPC RI       -  BARN ISLAND CHIMNEY                      132 28 30.2
 LW3354:UTM  19      -  BARN ISLAND CHIMNEY                      134 07 37.8
 LW3354
 LW3354|---------------------------------------------------------------------|
 LW3354| PID    Reference Object                     Distance      Geod. Az  |
 LW3354|                                                           dddmmss.s |
 LW3354| LW3335 BARN ISLAND CHIMNEY                 APPROX. 1.2 KM 1321331.1 |
 LW3354| LW3407 LATIMER REEF LIGHTHOUSE             APPROX. 5.8 KM 2322429.2 |
 LW3354| CB6767 4 RM 1                               13.760 METERS 27114     |
 LW3354| LW3365 FREEMAN HOUSE                       APPROX. 0.8 KM 2740735.5 |
 LW3354| CB6768 4 RM 2                               16.410 METERS 33831     |
 LW3354| LW3357 KING HOUSE SOUTH GABLE              APPROX. 0.6 KM 3491211.7 |
 LW3354|---------------------------------------------------------------------|
 LW3354
 LW3354                          SUPERSEDED SURVEY CONTROL
 LW3354
 LW3354  NAD 83(1992)-  41 20 11.57738(N)    071 52 41.32761(W) AD(       ) 3
 LW3354  NAD 83(1986)-  41 20 11.57690(N)    071 52 41.32997(W) AD(       ) 3
 LW3354  NAD 27      -  41 20 11.22400(N)    071 52 43.08600(W) AD(       ) 3
 LW3354
 LW3354.Superseded values are not recommended for survey control.
 LW3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3354.See file dsdata.txt to determine how the superseded data were derived.
 LW3354
 LW3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5916680115(NAD 83)
 LW3354_MARKER: DD = SURVEY DISK
 LW3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3354_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3354+STABILITY: SURFACE MOTION
 LW3354
 LW3354  HISTORY     - Date     Condition        Report By
 LW3354  HISTORY     - 1934     MONUMENTED       USE
 LW3354  HISTORY     - 1954     GOOD             CGS
 LW3354  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3354
 LW3354                          STATION DESCRIPTION
 LW3354
 LW3354'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3354'THE STATION IS LOCATED ON THE POINT ON THE E SIDE OF
 LW3354'WEQUETEQUOCK COVE AND DUE E OF ELIHU ISLAND.  IT IS MARKED BY A
 LW3354'STANDARD DISC SET IN THE TOP OF A 10- BY 10- BY 30-INCH CONCRETE
 LW3354'SHAFT PROJECTING 2 INCHES ABOVE GROUND.  THE SUB-SURFACE MARK IS
 LW3354'A STANDARD DISC SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE
 LW3354'BASE OF THE SURFACE MARK.
 LW3354'
 LW3354'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISCS SET IN
 LW3354'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  REFERENCE MARKS NO. 1
 LW3354'AND NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED
 LW3354'IN NOTE 12C.
 LW3354'
 LW3354'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3354'HOLES IN TWO BOULDERS WESTERLY AND NORTHERLY OF THE STATION
 LW3354'RESPECTIVELY.  REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS
 LW3354'16.43 METERS.
 LW3354'
 LW3354'THE STATION IS REACHED FROM THE DIRT ROAD 2 MILES E OF THE
 LW3354'STONINGTON TOWN HALL--TAKE THE DIRT ROAD TO THE RIGHT AFTER
 LW3354'LEAVING THE POST ROAD AND GO S ALONG THE RIVER BANK OVER THE
 LW3354'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD TRACKS FOR 1.7 MILES TO
 LW3354'THE END OF THE POINT.
 LW3354'
 LW3354'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3354
 LW3354                          STATION RECOVERY (1954)
 LW3354
 LW3354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3354'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 LW3354'DESCRIPTION IS ADEQUATE AND COMPLETE.
 LW3354
 LW3354                          STATION RECOVERY (1990)
 LW3354
 LW3354'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2407 ***********************************************************************
 LX2407  DESIGNATION -  4 1
 LX2407  PID         -  LX2407
 LX2407  STATE/COUNTY-  CT/NEW HAVEN
 LX2407  USGS QUAD   -  WATERBURY (1984)
 LX2407
 LX2407                         *CURRENT SURVEY CONTROL
 LX2407  ___________________________________________________________________
 LX2407* NAD 83(1986)-  41 32 20.     (N)    073 05 15.     (W)     SCALED    
 LX2407* NAVD 88     -       135.660  (meters)     445.08   (feet)  ADJUSTED  
 LX2407  ___________________________________________________________________
 LX2407  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2407  DYNAMIC HT  -         135.617 (meters)     444.94  (feet)  COMP
 LX2407  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LX2407
 LX2407  VERT ORDER  -  FIRST     CLASS II
 LX2407
 LX2407.The horizontal coordinates were scaled from a topographic map and have
 LX2407.an estimated accuracy of +/- 6 seconds.
 LX2407
 LX2407.The orthometric height was determined by differential leveling
 LX2407.and adjusted by the National Geodetic Survey in June 1991..
 LX2407
 LX2407.The geoid height was determined by GEOID03.
 LX2407
 LX2407.The dynamic height is computed by dividing the NAVD 88
 LX2407.geopotential number by the normal gravity value computed on the
 LX2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2407.degrees latitude (g = 980.6199 gals.).
 LX2407
 LX2407.The modeled gravity was interpolated from observed gravity values.
 LX2407
 LX2407;                    North         East    Units  Estimated Accuracy
 LX2407;SPC CT       -   230,810.      276,640.      MT  (+/- 180 meters Scaled)
 LX2407
 LX2407                          SUPERSEDED SURVEY CONTROL
 LX2407
 LX2407.No superseded survey control is available for this station.
 LX2407
 LX2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM595003(NAD 83)
 LX2407_MARKER: DD = SURVEY DISK
 LX2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2407_SP_SET: CONCRETE POST
 LX2407_STAMPING: 4-1
 LX2407_MARK LOGO: CTDT  
 LX2407_PROJECTION: RECESSED 10 CENTIMETERS
 LX2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2407+STABILITY: SURFACE MOTION
 LX2407
 LX2407  HISTORY     - Date     Condition        Report By
 LX2407  HISTORY     - UNK      MONUMENTED       CTDT
 LX2407  HISTORY     - 1985     GOOD             NGS
 LX2407
 LX2407                          STATION DESCRIPTION
 LX2407
 LX2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2407'IN MIDDLEBURY.
 LX2407'IN MIDDLEBURY, 0.3 KM (0.2 MI) SOUTHEAT ALONG STATE HIGHWAY 63 FROM
 LX2407'THE INTERSECTION OF STATE HIGHWAY 64 TO THE MARK ON THE LEFT, 5.61
 LX2407'METERS (18.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 23.56 METERS
 LX2407'(77.3 FT) NORTH OF UTILITY POLE 1085, 24.99 METERS (82.0 FT) SOUTH OF
 LX2407'HIGHWAY SIGN (JCT 64), 6.86 METERS (22.5 FT) SOUTH OF THE SOUTH END OF
 LX2407'A STEEL CABLE GUARD RAIL, 6.34 METERS (20.8 FT) NORTH A DRILL HOLE IN
 LX2407'LEDGE OUTCROP.
 LX2407'THE MARK IS 0.24 METERS  W FROM  A WITNESS POST
 LX2407'THE MARK IS 0.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2797 ***********************************************************************
 LX2797  DESIGNATION -  4 A
 LX2797  PID         -  LX2797
 LX2797  STATE/COUNTY-  CT/HARTFORD
 LX2797  USGS QUAD   -  BRISTOL (1984)
 LX2797
 LX2797                         *CURRENT SURVEY CONTROL
 LX2797  ___________________________________________________________________
 LX2797* NAD 83(1986)-  41 40 49.     (N)    072 59 04.     (W)     SCALED    
 LX2797* NAVD 88     -       199.860  (meters)     655.71   (feet)  ADJUSTED  
 LX2797  ___________________________________________________________________
 LX2797  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2797  DYNAMIC HT  -         199.797 (meters)     655.50  (feet)  COMP
 LX2797  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LX2797
 LX2797  VERT ORDER  -  FIRST     CLASS II
 LX2797
 LX2797.The horizontal coordinates were scaled from a topographic map and have
 LX2797.an estimated accuracy of +/- 6 seconds.
 LX2797
 LX2797.The orthometric height was determined by differential leveling
 LX2797.and adjusted by the National Geodetic Survey in June 1991..
 LX2797
 LX2797.The geoid height was determined by GEOID03.
 LX2797
 LX2797.The dynamic height is computed by dividing the NAVD 88
 LX2797.geopotential number by the normal gravity value computed on the
 LX2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2797.degrees latitude (g = 980.6199 gals.).
 LX2797
 LX2797.The modeled gravity was interpolated from observed gravity values.
 LX2797
 LX2797;                    North         East    Units  Estimated Accuracy
 LX2797;SPC CT       -   246,490.      285,280.      MT  (+/- 180 meters Scaled)
 LX2797
 LX2797                          SUPERSEDED SURVEY CONTROL
 LX2797
 LX2797.No superseded survey control is available for this station.
 LX2797
 LX2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM677162(NAD 83)
 LX2797_MARKER: DD = SURVEY DISK
 LX2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2797_SP_SET: CONCRETE POST
 LX2797_STAMPING: 4 A
 LX2797_MARK LOGO: CTDT  
 LX2797_PROJECTION: FLUSH
 LX2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2797+STABILITY: SURFACE MOTION
 LX2797
 LX2797  HISTORY     - Date     Condition        Report By
 LX2797  HISTORY     - UNK      MONUMENTED       CTDT
 LX2797  HISTORY     - 1985     GOOD             NGS
 LX2797
 LX2797                          STATION DESCRIPTION
 LX2797
 LX2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2797'IN BRISTOL.
 LX2797'IN BRISTOL, 0.08 KM (0.05 MI) WEST ALONG U.S. HIGHWAY 6 (TERRYVILLE
 LX2797'AVENUE) FROM THE INTERSECTION OF CLARK AVENUE TO THE MARK ON THE
 LX2797'RIGHT, JUST EAST OF AN OVERHEAD POWER LINE CROSSING THE HIGHWAY, 8.93
 LX2797'METERS (29.3 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 28.8 METERS
 LX2797'(94.5 FT) WEST OF THE WEST RAIL OF A SPUR TRACK CROSSING THE HIGHWAY.
 LX2797'NOTE--THE (4 A) WAS STAMPED BY THIS PARTY.
 LX2797'THE MARK IS 0.25 METERS  S FROM  A WITNESS POST
 LX2797'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2216 ***********************************************************************
 LX2216  DESIGNATION -  4 N 11
 LX2216  PID         -  LX2216
 LX2216  STATE/COUNTY-  CT/MIDDLESEX
 LX2216  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2216
 LX2216                         *CURRENT SURVEY CONTROL
 LX2216  ___________________________________________________________________
 LX2216* NAD 83(1986)-  41 31 45.     (N)    072 36 31.     (W)     SCALED    
 LX2216* NAVD 88     -       106.818  (meters)     350.45   (feet)  ADJUSTED  
 LX2216  ___________________________________________________________________
 LX2216  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2216  DYNAMIC HT  -         106.783 (meters)     350.34  (feet)  COMP
 LX2216  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 LX2216
 LX2216  VERT ORDER  -  FIRST     CLASS II
 LX2216
 LX2216.The horizontal coordinates were scaled from a topographic map and have
 LX2216.an estimated accuracy of +/- 6 seconds.
 LX2216
 LX2216.The orthometric height was determined by differential leveling
 LX2216.and adjusted by the National Geodetic Survey in June 1991..
 LX2216
 LX2216.The geoid height was determined by GEOID03.
 LX2216
 LX2216.The dynamic height is computed by dividing the NAVD 88
 LX2216.geopotential number by the normal gravity value computed on the
 LX2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2216.degrees latitude (g = 980.6199 gals.).
 LX2216
 LX2216.The modeled gravity was interpolated from observed gravity values.
 LX2216
 LX2216;                    North         East    Units  Estimated Accuracy
 LX2216;SPC CT       -   229,690.      316,600.      MT  (+/- 180 meters Scaled)
 LX2216
 LX2216                          SUPERSEDED SURVEY CONTROL
 LX2216
 LX2216.No superseded survey control is available for this station.
 LX2216
 LX2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM995002(NAD 83)
 LX2216_MARKER: DD = SURVEY DISK
 LX2216_SETTING: 66 = SET IN ROCK OUTCROP
 LX2216_SP_SET: ROCK OUTCROP
 LX2216_STAMPING: 4 N 11
 LX2216_MARK LOGO: CTGS  
 LX2216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2216+STABILITY: POSITION/ELEVATION WELL
 LX2216
 LX2216  HISTORY     - Date     Condition        Report By
 LX2216  HISTORY     - UNK      MONUMENTED       CTGS
 LX2216  HISTORY     - 1984     GOOD             NGS
 LX2216  HISTORY     - 1985     GOOD             NGS
 LX2216
 LX2216                          STATION DESCRIPTION
 LX2216
 LX2216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2216'5.1 KM (3.15 MI) SE FROM MIDDLETOWN.
 LX2216'5.1 KM (3.15 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2216'MIDDLETOWN TO THE MARK ON THE LEFT, 7.16 METERS (23.5 FT) NORTHEAST OF
 LX2216'THE CENTERLINE OF THE HIGHWAY, 14.33 METERS (47.0 FT) NORTHWEST OF
 LX2216'UTILITY POLE 131.
 LX2216'THE MARK IS 0.3 M ABOVE HIGHWAY.
 LX2216
 LX2216                          STATION RECOVERY (1985)
 LX2216
 LX2216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3360 ***********************************************************************
 LX3360  DESIGNATION -  400
 LX3360  PID         -  LX3360
 LX3360  STATE/COUNTY-  CT/NEW LONDON
 LX3360  USGS QUAD   -  HAMBURG (1984)
 LX3360
 LX3360                         *CURRENT SURVEY CONTROL
 LX3360  ___________________________________________________________________
 LX3360* NAD 83(1986)-  41 28 48.     (N)    072 15 37.     (W)     SCALED    
 LX3360* NAVD 88     -       106.919  (meters)     350.78   (feet)  ADJUSTED  
 LX3360  ___________________________________________________________________
 LX3360  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3360  DYNAMIC HT  -         106.881 (meters)     350.66  (feet)  COMP
 LX3360  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LX3360
 LX3360  VERT ORDER  -  FIRST     CLASS II
 LX3360
 LX3360.The horizontal coordinates were scaled from a topographic map and have
 LX3360.an estimated accuracy of +/- 6 seconds.
 LX3360
 LX3360.The orthometric height was determined by differential leveling
 LX3360.and adjusted by the National Geodetic Survey in June 1991..
 LX3360
 LX3360.The geoid height was determined by GEOID03.
 LX3360
 LX3360.The dynamic height is computed by dividing the NAVD 88
 LX3360.geopotential number by the normal gravity value computed on the
 LX3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3360.degrees latitude (g = 980.6199 gals.).
 LX3360
 LX3360.The modeled gravity was interpolated from observed gravity values.
 LX3360
 LX3360;                    North         East    Units  Estimated Accuracy
 LX3360;SPC CT       -   224,330.      345,700.      MT  (+/- 180 meters Scaled)
 LX3360
 LX3360                          SUPERSEDED SURVEY CONTROL
 LX3360
 LX3360.No superseded survey control is available for this station.
 LX3360
 LX3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL287956(NAD 83)
 LX3360_MARKER: DD = SURVEY DISK
 LX3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3360_SP_SET: CONCRETE POST
 LX3360_STAMPING: 400
 LX3360_MARK LOGO: CTGS  
 LX3360_PROJECTION: PROJECTING 10 CENTIMETERS
 LX3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3360+STABILITY: SURFACE MOTION
 LX3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3360+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 LX3360
 LX3360  HISTORY     - Date     Condition        Report By
 LX3360  HISTORY     - 1957     MONUMENTED       CTGS
 LX3360  HISTORY     - 1986     GOOD             NGS
 LX3360  HISTORY     - 1989     GOOD             USPSQD
 LX3360  HISTORY     - 19900428 GOOD             USPSQD
 LX3360  HISTORY     - 19901129 GOOD             USPSQD
 LX3360  HISTORY     - 19991223 GOOD             USPSQD
 LX3360  HISTORY     - 20030602 GOOD             USPSQD
 LX3360  HISTORY     - 20060410 GOOD             USPSQD
 LX3360
 LX3360                          STATION DESCRIPTION
 LX3360
 LX3360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3360'0.5 KM (0.3 MI) NE FROM SALEM FOUR CORNERS.
 LX3360'0.5 KM (0.3 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 LX3360'OF STATE HIGHWAY 85 IN SALEM FOUR CORNERS TO THE MARK ON THE LEFT,
 LX3360'5.42 METERS (17.8 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 LX3360'HIGHWAY, 1.98 METERS (6.5 FT) NORTHEAST OF UTILITY POLE NO. 358 WITH A
 LX3360'TRANSFORMER.
 LX3360'THE MARK IS 0.18 METERS  SSE FROM  A WITNESS POST
 LX3360'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3360
 LX3360                          STATION RECOVERY (1989)
 LX3360
 LX3360'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3360'RECOVERED IN GOOD CONDITION.
 LX3360
 LX3360                          STATION RECOVERY (1990)
 LX3360
 LX3360'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3360'RECOVERED IN GOOD CONDITION.
 LX3360
 LX3360                          STATION RECOVERY (1990)
 LX3360
 LX3360'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3360'RECOVERED IN GOOD CONDITION.
 LX3360
 LX3360                          STATION RECOVERY (1999)
 LX3360
 LX3360'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3360'RECOVERED IN GOOD CONDITION.
 LX3360
 LX3360                          STATION RECOVERY (2003)
 LX3360
 LX3360'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3360'RECOVERED IN GOOD CONDITION.
 LX3360
 LX3360                          STATION RECOVERY (2006)
 LX3360
 LX3360'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1869 ***********************************************************************
 LX1869  DESIGNATION -  403
 LX1869  PID         -  LX1869
 LX1869  STATE/COUNTY-  CT/FAIRFIELD
 LX1869  USGS QUAD   -  NORWALK NORTH (1975)
 LX1869
 LX1869                         *CURRENT SURVEY CONTROL
 LX1869  ___________________________________________________________________
 LX1869* NAD 83(1986)-  41 12 24.     (N)    073 25 50.     (W)     SCALED    
 LX1869* NAVD 88     -        63.416  (meters)     208.06   (feet)  ADJUSTED  
 LX1869  ___________________________________________________________________
 LX1869  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX1869  DYNAMIC HT  -          63.395 (meters)     207.99  (feet)  COMP
 LX1869  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 LX1869
 LX1869  VERT ORDER  -  FIRST     CLASS II
 LX1869
 LX1869.The horizontal coordinates were scaled from a topographic map and have
 LX1869.an estimated accuracy of +/- 6 seconds.
 LX1869
 LX1869.The orthometric height was determined by differential leveling
 LX1869.and adjusted by the National Geodetic Survey in June 1991..
 LX1869
 LX1869.The geoid height was determined by GEOID03.
 LX1869
 LX1869.The dynamic height is computed by dividing the NAVD 88
 LX1869.geopotential number by the normal gravity value computed on the
 LX1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1869.degrees latitude (g = 980.6199 gals.).
 LX1869
 LX1869.The modeled gravity was interpolated from observed gravity values.
 LX1869
 LX1869;                    North         East    Units  Estimated Accuracy
 LX1869;SPC CT       -   194,090.      247,720.      MT  (+/- 180 meters Scaled)
 LX1869
 LX1869                          SUPERSEDED SURVEY CONTROL
 LX1869
 LX1869.No superseded survey control is available for this station.
 LX1869
 LX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL315628(NAD 83)
 LX1869_MARKER: DD = SURVEY DISK
 LX1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1869_SP_SET: CONCRETE POST
 LX1869_STAMPING: 403
 LX1869_MARK LOGO: CTGS  
 LX1869_PROJECTION: FLUSH
 LX1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1869+STABILITY: SURFACE MOTION
 LX1869
 LX1869  HISTORY     - Date     Condition        Report By
 LX1869  HISTORY     - 1934     MONUMENTED       CTGS
 LX1869  HISTORY     - 1984     GOOD             NGS
 LX1869
 LX1869                          STATION DESCRIPTION
 LX1869
 LX1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1869'2.1 KM (1.3 MI) NORTH FROM WILTON.
 LX1869'2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1869'WILTON TO THE MARK ON THE LEFT, 9.30 METERS (30.5 FT) WEST OF THE
 LX1869'CENTERLINE OF THE HIGHWAY, 64.31 METERS (211.0 FT) NORTH OF THE
 LX1869'CENTERLINE OF SCHOOL ROAD, 28.50 METERS (93.5 FT) SOUTHEAST OF THE
 LX1869'SOUTHEAST CORNER OF A TENNIS COURT COMPLEX.
 LX1869'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 LX1869'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1156 ***********************************************************************
 LW1156  DESIGNATION -  4030
 LW1156  PID         -  LW1156
 LW1156  STATE/COUNTY-  CT/NEW LONDON
 LW1156  USGS QUAD   -  VOLUNTOWN (1975)
 LW1156
 LW1156                         *CURRENT SURVEY CONTROL
 LW1156  ___________________________________________________________________
 LW1156* NAD 83(1986)-  41 33 12.     (N)    071 47 28.     (W)     SCALED    
 LW1156* NAVD 88     -       127.478  (meters)     418.23   (feet)  ADJUSTED  
 LW1156  ___________________________________________________________________
 LW1156  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1156  DYNAMIC HT  -         127.432 (meters)     418.08  (feet)  COMP
 LW1156  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 LW1156
 LW1156  VERT ORDER  -  SECOND    CLASS 0
 LW1156
 LW1156.The horizontal coordinates were scaled from a topographic map and have
 LW1156.an estimated accuracy of +/- 6 seconds.
 LW1156
 LW1156.The orthometric height was determined by differential leveling
 LW1156.and adjusted by the National Geodetic Survey in June 1991..
 LW1156
 LW1156.The geoid height was determined by GEOID03.
 LW1156
 LW1156.The dynamic height is computed by dividing the NAVD 88
 LW1156.geopotential number by the normal gravity value computed on the
 LW1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1156.degrees latitude (g = 980.6199 gals.).
 LW1156
 LW1156.The modeled gravity was interpolated from observed gravity values.
 LW1156
 LW1156;                    North         East    Units  Estimated Accuracy
 LW1156;SPC CT       -   232,810.      384,800.      MT  (+/- 180 meters Scaled)
 LW1156
 LW1156                          SUPERSEDED SURVEY CONTROL
 LW1156
 LW1156  NGVD 29 (??/??/92)  127.743  (m)          419.10   (f) ADJ UNCH    2 0
 LW1156
 LW1156.Superseded values are not recommended for survey control.
 LW1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1156.See file dsdata.txt to determine how the superseded data were derived.
 LW1156
 LW1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG672039(NAD 83)
 LW1156_MARKER: DD = SURVEY DISK
 LW1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1156_STAMPING: 4030
 LW1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1156+STABILITY: SURFACE MOTION
 LW1156
 LW1156  HISTORY     - Date     Condition        Report By
 LW1156  HISTORY     - UNK      MONUMENTED       CTGS
 LW1156  HISTORY     - 1969     GOOD             NGS
 LW1156  HISTORY     - 19901121 GOOD             USPSQD
 LW1156  HISTORY     - 20020706 GOOD             USPS
 LW1156
 LW1156                          STATION DESCRIPTION
 LW1156
 LW1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1156'6.1 MI W FROM HOPE VALLEY.
 LW1156'ABOUT 6.1 MILES WEST ALONG STATE HIGHWAY 138 FROM THE FIRST
 LW1156'BAPTIST CHURCH AT HOPE VALLEY, WASHINGTON COUNTY, RHODE ISLAND,
 LW1156'ON THE CONNECTICUT SIDE OF THE RHODE ISLAND-CONNECTICUT STATE
 LW1156'LINE, ABOUT 25 FEET WEST OF THE STATE LINE, ON THE NORTHEAST
 LW1156'SLOPE OF A FILL, 148.7 FEET NORTHWEST OF BENCH MARK Y 19
 LW1156'DESCRIBED, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LW1156'1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 LW1156'A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 LW1156'GROUND.  NOTE-- MARK IS SET IN A FILL.  POOR LOCATION BUT SOLID
 LW1156'IN GROUND.
 LW1156
 LW1156                          STATION RECOVERY (1990)
 LW1156
 LW1156'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1156'RECOVERED IN GOOD CONDITION.
 LW1156
 LW1156                          STATION RECOVERY (2002)
 LW1156
 LW1156'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW5518 ***********************************************************************
 LW5518  DESIGNATION -  4036
 LW5518  PID         -  LW5518
 LW5518  STATE/COUNTY-  CT/NEW LONDON
 LW5518  USGS QUAD   -  VOLUNTOWN (1975)
 LW5518
 LW5518                         *CURRENT SURVEY CONTROL
 LW5518  ___________________________________________________________________
 LW5518* NAD 83(1996)-  41 34 02.78313(N)    071 47 25.92908(W)     ADJUSTED  
 LW5518* NAVD 88     -       140.24   (+/-2cm)     460.1    (feet)  VERTCON   
 LW5518  ___________________________________________________________________
 LW5518  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 LW5518  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW5518
 LW5518  HORZ ORDER  -  SECOND
 LW5518  VERT ORDER  -  THIRD ? (See Below)
 LW5518
 LW5518.The horizontal coordinates were established by classical geodetic methods
 LW5518.and adjusted by the National Geodetic Survey in August 1998..
 LW5518
 LW5518.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5518.The vertical order pertains to the NGVD 29 superseded value.
 LW5518
 LW5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5518
 LW5518.The geoid height was determined by GEOID03.
 LW5518
 LW5518;                    North         East     Units Scale Factor Converg.
 LW5518;SPC CT       -   234,373.372   384,826.043   MT  0.99998331   +0 38 10.3
 LW5518;SPC CT       -   768,939.97  1,262,550.11   sFT  0.99998331   +0 38 10.3
 LW5518;SPC RI       -    53,805.389    75,766.692   MT  1.00000097   -0 11 34.0
 LW5518;SPC RI       -   176,526.51    248,577.89   sFT  1.00000097   -0 11 34.0
 LW5518;UTM  19      - 4,605,512.430   267,324.776   MT  1.00026628   -1 51 08.5
 LW5518
 LW5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5518!SPC CT       -   0.99998276  x   0.99998331  =   0.99996607
 LW5518!SPC RI       -   0.99998276  x   1.00000097  =   0.99998373
 LW5518!UTM  19      -   0.99998276  x   1.00026628  =   1.00024903
 LW5518
 LW5518                          SUPERSEDED SURVEY CONTROL
 LW5518
 LW5518  NAD 83(1992)-  41 34 02.78193(N)    071 47 25.92836(W) AD(       ) 2
 LW5518  NAD 83(1986)-  41 34 02.78147(N)    071 47 25.92878(W) AD(       ) 2
 LW5518  NGVD 29 (07/30/91)  140.50   (m)          461.0    (f) LEVELING    3  
 LW5518
 LW5518.Superseded values are not recommended for survey control.
 LW5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5518.See file dsdata.txt to determine how the superseded data were derived.
 LW5518
 LW5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6732505512(NAD 83)
 LW5518_MARKER: DD = SURVEY DISK
 LW5518_SETTING: 80 = SET IN A BOULDER
 LW5518_SP_SET: PARTIALLY EXPOSED BOULDER
 LW5518_STAMPING: 4036
 LW5518_MARK LOGO: CTGS  
 LW5518_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5518+STABILITY: SURFACE MOTION
 LW5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5518+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1989
 LW5518
 LW5518  HISTORY     - Date     Condition        Report By
 LW5518  HISTORY     - UNK      MONUMENTED
 LW5518  HISTORY     - 19890707 GOOD             RIGS
 LW5518  HISTORY     - 20040108 GOOD             INDIV
 LW5518
 LW5518                          STATION DESCRIPTION
 LW5518
 LW5518'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5518'THE STATION IS ABOUT 3.2 KM (2.00 MI) EAST OF THE EASTERLY
 LW5518'INTERSECTION OF ROUTE 165 AND CT ROUTE 138, 0.16 KM (0.10 MI) SOUTH OF
 LW5518'BEACH POND, AND ALONG THE RI/CT FRONTIER.
 LW5518'TO REACH THE STATION FROM VOLUNTOWN POST OFFICE, GO EASTERLY ON ROUTE
 LW5518'138 (BEACH POND ROAD) FOR 2.95 KM (1.85 MI) TO THE INTERSECTION OF
 LW5518'ROUTE 138 AND ROUTE 165. PROCEED EASTERLY ON ROUTE 165 FOR 3.05 KM
 LW5518'(1.90 MI) TO A GRAVEL ROAD ON THE RIGHT
 LW5518'(NOTE GRAVEL ROAD IS .56 KM (0.35 MI) WEST OF THE RI/CT LINE). TURN
 LW5518'RIGHT AND GO SOUTHERLY ON THE GRAVEL ROAD FOR 1.05 KM (0.65 MI) TO A
 LW5518'FORK IN THE ROAD WHERE STATION BEACH IS LOCATED. FROM STATION BEACH GO
 LW5518'NORTH ALONG A WIRE FENCE FOR 430 FT TO THE STATION.
 LW5518'THE MARK IS 96.32 M (316.0 FT) EAST FROM THE CENTER LINE OF THE GRAVEL
 LW5518'ROAD, .6 M (2.0 FT) WEST FROM A WIRE FENCE, AND IS ON THE NORTH SLOPE
 LW5518'OF A HILL OVER LOOKING BEACH POND. THE MARK IS SET IN A 1 BY 1 M
 LW5518'(3.3 FT) BOULDER PROJECTING .5 M (1.6 FT) ABOVE THE GROUND.
 LW5518
 LW5518                          STATION RECOVERY (2004)
 LW5518
 LW5518'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DKA)
 LW5518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1870 ***********************************************************************
 LX1870  DESIGNATION -  404
 LX1870  PID         -  LX1870
 LX1870  STATE/COUNTY-  CT/FAIRFIELD
 LX1870  USGS QUAD   -  NORWALK NORTH (1975)
 LX1870
 LX1870                         *CURRENT SURVEY CONTROL
 LX1870  ___________________________________________________________________
 LX1870* NAD 83(1986)-  41 12 37.     (N)    073 25 53.     (W)     SCALED    
 LX1870* NAVD 88     -        66.277  (meters)     217.44   (feet)  ADJUSTED  
 LX1870  ___________________________________________________________________
 LX1870  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX1870  DYNAMIC HT  -          66.255 (meters)     217.37  (feet)  COMP
 LX1870  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX1870
 LX1870  VERT ORDER  -  FIRST     CLASS II
 LX1870
 LX1870.The horizontal coordinates were scaled from a topographic map and have
 LX1870.an estimated accuracy of +/- 6 seconds.
 LX1870
 LX1870.The orthometric height was determined by differential leveling
 LX1870.and adjusted by the National Geodetic Survey in June 1991..
 LX1870
 LX1870.The geoid height was determined by GEOID03.
 LX1870
 LX1870.The dynamic height is computed by dividing the NAVD 88
 LX1870.geopotential number by the normal gravity value computed on the
 LX1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1870.degrees latitude (g = 980.6199 gals.).
 LX1870
 LX1870.The modeled gravity was interpolated from observed gravity values.
 LX1870
 LX1870;                    North         East    Units  Estimated Accuracy
 LX1870;SPC CT       -   194,490.      247,660.      MT  (+/- 180 meters Scaled)
 LX1870
 LX1870                          SUPERSEDED SURVEY CONTROL
 LX1870
 LX1870.No superseded survey control is available for this station.
 LX1870
 LX1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL315632(NAD 83)
 LX1870_MARKER: DD = SURVEY DISK
 LX1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1870_SP_SET: CONCRETE POST
 LX1870_STAMPING: 404
 LX1870_MARK LOGO: CTGS  
 LX1870_PROJECTION: PROJECTING 3 CENTIMETERS
 LX1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1870+STABILITY: SURFACE MOTION
 LX1870
 LX1870  HISTORY     - Date     Condition        Report By
 LX1870  HISTORY     - 1934     MONUMENTED       CTGS
 LX1870  HISTORY     - 1984     GOOD             NGS
 LX1870
 LX1870                          STATION DESCRIPTION
 LX1870
 LX1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1870'2.5 KM (1.55 MI) NORTH FROM WILTON.
 LX1870'2.5 KM (1.55 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1870'WILTON TO THE MARK ON THE RIGHT, AT THE NORTHWEST EDGE OF PRIVATE
 LX1870'PROPERTY AT 396 DANBURY ROAD, 8.00 METERS (26.2 FT) EAST OF THE
 LX1870'CENTERLINE OF THE HIGHWAY, 18.45 METERS (60.5 FT) SOUTHEAST OF THE
 LX1870'SOUTHEAST CORNER OF A TWO STORY FRAME HOUSE WITH A STONE FOUNDATION,
 LX1870'6.20 METERS (20.3 FT) SOUTH OF THE CENTER OF A PRIVATE DRIVE.
 LX1870'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX1870'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2817 ***********************************************************************
 MZ2817  DESIGNATION -  410 J
 MZ2817  PID         -  MZ2817
 MZ2817  STATE/COUNTY-  CT/HARTFORD
 MZ2817  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ2817
 MZ2817                         *CURRENT SURVEY CONTROL
 MZ2817  ___________________________________________________________________
 MZ2817* NAD 83(1996)-  42 00 51.23947(N)    072 35 10.83671(W)     ADJUSTED  
 MZ2817* NAVD 88     -        41.4    (meters)     136.     (feet)  VERTCON   
 MZ2817  ___________________________________________________________________
 MZ2817  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 MZ2817  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MZ2817
 MZ2817  HORZ ORDER  -  SECOND
 MZ2817
 MZ2817.The horizontal coordinates were established by classical geodetic methods
 MZ2817.and adjusted by the National Geodetic Survey in August 1998..
 MZ2817
 MZ2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2817
 MZ2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2817
 MZ2817.The geoid height was determined by GEOID03.
 MZ2817
 MZ2817;                    North         East     Units Scale Factor Converg.
 MZ2817;SPC CT       -   283,566.713   318,356.890   MT  1.00001828   +0 06 30.7
 MZ2817;SPC CT       -   930,335.12  1,044,475.90   sFT  1.00001828   +0 06 30.7
 MZ2817;SPC MA M     -   863,223.167   110,020.820   MT  0.99996982   -0 43 47.0
 MZ2817;SPC MA M     - 2,832,091.34    360,959.97   sFT  0.99996982   -0 43 47.0
 MZ2817;UTM  18      - 4,654,174.934   699,854.992   MT  1.00009151   +1 36 57.7
 MZ2817
 MZ2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2817!SPC CT       -   0.99999807  x   1.00001828  =   1.00001635
 MZ2817!SPC MA M     -   0.99999807  x   0.99996982  =   0.99996789
 MZ2817!UTM  18      -   0.99999807  x   1.00009151  =   1.00008958
 MZ2817
 MZ2817                          SUPERSEDED SURVEY CONTROL
 MZ2817
 MZ2817  NAD 83(1996)-  42 00 51.23947(N)    072 35 10.83672(W) AD(       ) 2
 MZ2817  NAD 83(1992)-  42 00 51.23991(N)    072 35 10.83775(W) AD(       ) 2
 MZ2817  NAD 83(1992)-  42 00 51.23993(N)    072 35 10.83781(W) AD(       ) 2
 MZ2817  NAD 83(1986)-  42 00 51.24173(N)    072 35 10.83873(W) AD(       ) 2
 MZ2817  NGVD 29 (01/12/90)   41.6    (m)          136.     (f) VERT ANG       
 MZ2817
 MZ2817.Superseded values are not recommended for survey control.
 MZ2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2817.See file dsdata.txt to determine how the superseded data were derived.
 MZ2817
 MZ2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9985554175(NAD 83)
 MZ2817_MARKER: B = BOLT
 MZ2817_SETTING: 0 = UNSPECIFIED SETTING
 MZ2817_MAGNETIC: I = MARKER IS A STEEL ROD
 MZ2817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2817
 MZ2817  HISTORY     - Date     Condition        Report By
 MZ2817  HISTORY     - 1986     MONUMENTED       MAGS
 MZ2817
 MZ2817                          STATION DESCRIPTION
 MZ2817
 MZ2817'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1986 (VLC)
 MZ2817'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI)
 MZ2817'SOUTH OF THE MASSACHUSETTS-CONNECTICUT STATE LINE, IN ENFIELD AND
 MZ2817'ON THE EAST SIDE OF INTERSTATE HIGHWAY 91.
 MZ2817'OWNERSHIP--CONNECTICUT HIGHWAY DEPARTMENT.
 MZ2817'
 MZ2817'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 91
 MZ2817'AND STATE HIGHWAY 220, IN ENFIELD, GO NORTHERLY ON I-91 FOR 1.8 KM
 MZ2817'(1.1 MI) TO A BRIDGE OVER BRAINERD ROAD AND THE STATION ON THE
 MZ2817'RIGHT.
 MZ2817'
 MZ2817'THE STATION IS A PUNCH MARK IN THE TOP OF A STEEL BOLT.
 MZ2817'STAMPED---MGS---,
 MZ2817'SET INTO THE CONCRETE WHEEL GUARD OF THE NORTHEAST END POST OF THE
 MZ2817'BRIDGE OVER BRAINERD ROAD.
 MZ2817'7.0 METERS (23 FT) EAST FROM THE CENTERLINE OF THE NORTH BOUND
 MZ2817'TRAFFIC LANE OF I-91 AND IS ABOUT 0.2 METER (0.7 FT) ABOVE THE
 MZ2817'HIGHWAY SURFACE.
 MZ2817'
 MZ2817'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MZ2817'
 MZ2817'DESCRIBED BY V.L. CHARLAND, MAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2818 ***********************************************************************
 MZ2818  DESIGNATION -  410 K
 MZ2818  PID         -  MZ2818
 MZ2818  STATE/COUNTY-  CT/HARTFORD
 MZ2818  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ2818
 MZ2818                         *CURRENT SURVEY CONTROL
 MZ2818  ___________________________________________________________________
 MZ2818* NAD 83(1996)-  42 01 19.19027(N)    072 35 12.06801(W)     ADJUSTED  
 MZ2818* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 MZ2818  ___________________________________________________________________
 MZ2818  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 MZ2818  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 MZ2818
 MZ2818  HORZ ORDER  -  SECOND
 MZ2818
 MZ2818.The horizontal coordinates were established by classical geodetic methods
 MZ2818.and adjusted by the National Geodetic Survey in August 1998..
 MZ2818
 MZ2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2818
 MZ2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2818
 MZ2818.The geoid height was determined by GEOID03.
 MZ2818
 MZ2818;                    North         East     Units Scale Factor Converg.
 MZ2818;SPC CT       -   284,429.062   318,326.929   MT  1.00001942   +0 06 29.8
 MZ2818;SPC CT       -   933,164.35  1,044,377.60   sFT  1.00001942   +0 06 29.8
 MZ2818;SPC MA M     -   864,085.819   110,003.478   MT  0.99996939   -0 43 47.8
 MZ2818;SPC MA M     - 2,834,921.56    360,903.08   sFT  0.99996939   -0 43 47.8
 MZ2818;UTM  18      - 4,655,036.259   699,802.349   MT  1.00009125   +1 36 57.8
 MZ2818
 MZ2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2818!SPC CT       -   0.99999812  x   1.00001942  =   1.00001754
 MZ2818!SPC MA M     -   0.99999812  x   0.99996939  =   0.99996751
 MZ2818!UTM  18      -   0.99999812  x   1.00009125  =   1.00008937
 MZ2818
 MZ2818                          SUPERSEDED SURVEY CONTROL
 MZ2818
 MZ2818  NAD 83(1996)-  42 01 19.19027(N)    072 35 12.06801(W) AD(       ) 2
 MZ2818  NAD 83(1992)-  42 01 19.19072(N)    072 35 12.06914(W) AD(       ) 2
 MZ2818  NAD 83(1992)-  42 01 19.19073(N)    072 35 12.06914(W) AD(       ) 2
 MZ2818  NAD 83(1986)-  42 01 19.19252(N)    072 35 12.07027(W) AD(       ) 2
 MZ2818  NGVD 29 (01/12/90)   41.3    (m)          135.     (f) VERT ANG       
 MZ2818
 MZ2818.Superseded values are not recommended for survey control.
 MZ2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2818.See file dsdata.txt to determine how the superseded data were derived.
 MZ2818
 MZ2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9980255036(NAD 83)
 MZ2818_MARKER: B = BOLT
 MZ2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2818+STABILITY: SURFACE MOTION
 MZ2818
 MZ2818  HISTORY     - Date     Condition        Report By
 MZ2818  HISTORY     - 1986     MONUMENTED       MAGS
 MZ2818
 MZ2818                          STATION DESCRIPTION
 MZ2818
 MZ2818'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1986 (VLC)
 MZ2818'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI)
 MZ2818'SOUTH OF THE MASSACHUSETTS-CONNECTICUT STATE LINE, ON THE SOUTHEAST
 MZ2818'SIDE OF U.S. HIGHWAY 5 AND JUST NORTHEAST OF THE INTERSECTION OF
 MZ2818'INTERSTATE HIGHWAY 91 AND U.S. HIGHWAY 5.
 MZ2818'OWNERSHIP--CONNECTICUT HIGHWAY DEPARTMENT.
 MZ2818'
 MZ2818'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 5 AND
 MZ2818'STATE HIGHWAY 192, WILLIAMS STREET, IN LONGMEADOW, GO SOUTHERLY ON
 MZ2818'HIGHWAY 5 FOR 3.4 KM (2.1 MI) TO THE STATION ON THE LEFT.
 MZ2818'
 MZ2818'THE STATION IS A PUNCH MARK IN THE TOP OF A STEEL BOLT.
 MZ2818'THAT IS ---UNSTAMPED---,
 MZ2818'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 MZ2818'13 CM ON SIDE RECESSED 9 CM BELOW GROUND.  LOCATED
 MZ2818'14.6 METERS (47.8 FT) SOUTHEAST FROM A TRAFFIC LIGHT SUPPORT POLE,
 MZ2818'13.7 METERS (45 FT) EAST FROM A TRAFFIC LIGHT CONTROL BOX, THE
 MZ2818'SOUTHEAST CORNER,
 MZ2818'22.3 METERS (73.2 FT) NORTH FROM AN 18-INCH MAPLE TREE,
 MZ2818'8.9 METERS (29.2 FT) SOUTHEAST FROM THE CENTERLINE OF HIGHWAY 5.
 MZ2818'
 MZ2818'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MZ2818'
 MZ2818'DESCRIBED BY V.L. CHARLAND, MAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2819 ***********************************************************************
 MZ2819  DESIGNATION -  410 L
 MZ2819  PID         -  MZ2819
 MZ2819  STATE/COUNTY-  CT/HARTFORD
 MZ2819  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ2819
 MZ2819                         *CURRENT SURVEY CONTROL
 MZ2819  ___________________________________________________________________
 MZ2819* NAD 83(1996)-  42 01 11.78798(N)    072 35 14.42096(W)     ADJUSTED  
 MZ2819* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 MZ2819  ___________________________________________________________________
 MZ2819  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 MZ2819  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MZ2819
 MZ2819  HORZ ORDER  -  SECOND
 MZ2819
 MZ2819.The horizontal coordinates were established by classical geodetic methods
 MZ2819.and adjusted by the National Geodetic Survey in August 1998..
 MZ2819
 MZ2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2819
 MZ2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2819
 MZ2819.The geoid height was determined by GEOID03.
 MZ2819
 MZ2819;                    North         East     Units Scale Factor Converg.
 MZ2819;SPC CT       -   284,200.567   318,273.226   MT  1.00001912   +0 06 28.3
 MZ2819;SPC CT       -   932,414.69  1,044,201.41   sFT  1.00001912   +0 06 28.3
 MZ2819;SPC MA M     -   863,858.146   109,946.441   MT  0.99996950   -0 43 49.4
 MZ2819;SPC MA M     - 2,834,174.60    360,715.95   sFT  0.99996950   -0 43 49.4
 MZ2819;UTM  18      - 4,654,806.413   699,754.673   MT  1.00009101   +1 36 56.0
 MZ2819
 MZ2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2819!SPC CT       -   0.99999958  x   1.00001912  =   1.00001870
 MZ2819!SPC MA M     -   0.99999958  x   0.99996950  =   0.99996908
 MZ2819!UTM  18      -   0.99999958  x   1.00009101  =   1.00009059
 MZ2819
 MZ2819:                Primary Azimuth Mark                     Grid Az
 MZ2819:SPC CT       -  185 A                                    334 20 33.9
 MZ2819:SPC MA M     -  185 A                                    335 10 51.6
 MZ2819:UTM  18      -  185 A                                    332 50 06.2
 MZ2819
 MZ2819|---------------------------------------------------------------------|
 MZ2819| PID    Reference Object                     Distance      Geod. Az  |
 MZ2819|                                                           dddmmss.s |
 MZ2819| MZ2699 185 A                               484.203 METERS 3342702.2 |
 MZ2819|---------------------------------------------------------------------|
 MZ2819
 MZ2819                          SUPERSEDED SURVEY CONTROL
 MZ2819
 MZ2819  NAD 83(1996)-  42 01 11.78798(N)    072 35 14.42096(W) AD(       ) 2
 MZ2819  NAD 83(1992)-  42 01 11.78840(N)    072 35 14.42206(W) AD(       ) 2
 MZ2819  NAD 83(1992)-  42 01 11.78841(N)    072 35 14.42207(W) AD(       ) 2
 MZ2819  NAD 83(1986)-  42 01 11.79007(N)    072 35 14.42312(W) AD(       ) 2
 MZ2819  NGVD 29 (01/12/90)   32.0    (m)          105.     (f) VERT ANG       
 MZ2819
 MZ2819.Superseded values are not recommended for survey control.
 MZ2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2819.See file dsdata.txt to determine how the superseded data were derived.
 MZ2819
 MZ2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9975554806(NAD 83)
 MZ2819_MARKER: B = BOLT
 MZ2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MZ2819_MAGNETIC: I = MARKER IS A STEEL ROD
 MZ2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2819+STABILITY: SURFACE MOTION
 MZ2819
 MZ2819  HISTORY     - Date     Condition        Report By
 MZ2819  HISTORY     - 1986     MONUMENTED       MAGS
 MZ2819
 MZ2819                          STATION DESCRIPTION
 MZ2819
 MZ2819'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1986 (VLC)
 MZ2819'THE STATION IS LOCATED ABOUT 0.6 KM (0.35 MI)
 MZ2819'SOUTH OF THE MASSACHUSETTS-CONNECTICUT STATE LINE, IN THE TOWN OF
 MZ2819'ENFIELD, ON THE EAST SIDE OF INTERSTATE HIGHWAY 91 AND JUST SOUTH
 MZ2819'OF THE INTERSECTION OF INTERSTATE HIGHWAY 91 AND U.S. HIGHWAY 5. IT
 MZ2819'IS NEAR THE END OF RAMP WHERE IT CONNECTS WITH THE NORTH BOUND
 MZ2819'TRAFFIC LANE COMING FROM HIGHWAY 5.
 MZ2819'OWNERSHIP--CONNECTICUT HIGHWAY DEPARTMENT.
 MZ2819'
 MZ2819'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 91
 MZ2819'AND STATE HIGHWAY 220, IN ENFIELD, GO NORTHERLY ON I-91 FOR 2.5 KM
 MZ2819'(1.55 MI) TO THE STATION ON THE RIGHT.
 MZ2819'
 MZ2819'THE STATION IS A PUNCH MARK IN THE TOP OF A STEEL BOLT.
 MZ2819'THAT IS ---UNSTAMPED---,
 MZ2819'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 MZ2819'13 CM ON SIDE RECESSED 9 CM BELOW GROUND.  LOCATED
 MZ2819'15.5 METERS (50.7 FT) NORTH FROM THE NORTH CORNER OF A CATCH BASIN
 MZ2819'ON THE RAMP SIDELINE,
 MZ2819'18.2 METERS (59.7 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 MZ2819'CATCH BASIN IN THE BREAKDOWN LANE,
 MZ2819'6.2 METERS (20.4 FT) NORTHEAST FROM THE CENTERLINE OF THE ON RAMP
 MZ2819'AND IS 3 FEET ABOVE THE ROAD SURFACE, ON A SIDE SLOPE.
 MZ2819'
 MZ2819'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MZ2819'
 MZ2819'DESCRIBED BY V.L. CHARLAND, MAGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0947 ***********************************************************************
 LX0947  DESIGNATION -  411
 LX0947  PID         -  LX0947
 LX0947  STATE/COUNTY-  CT/FAIRFIELD
 LX0947  USGS QUAD   -  BETHEL (1984)
 LX0947
 LX0947                         *CURRENT SURVEY CONTROL
 LX0947  ___________________________________________________________________
 LX0947* NAD 83(1986)-  41 22 17.     (N)    073 24 29.     (W)     SCALED    
 LX0947* NAVD 88     -       124.883  (meters)     409.72   (feet)  POSTED    
 LX0947  ___________________________________________________________________
 LX0947  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX0947  DYNAMIC HT  -         124.840 (meters)     409.58  (feet)  COMP
 LX0947  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX0947
 LX0947  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0947
 LX0947.The horizontal coordinates were scaled from a topographic map and have
 LX0947.an estimated accuracy of +/- 6 seconds.
 LX0947
 LX0947.The orthometric height was determined by differential leveling
 LX0947.and adjusted by the National Geodetic Survey in 1992..
 LX0947.No vertical observational check was made to the station.
 LX0947.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0947.was located on a no-check spur therefore a value was not computed.
 LX0947
 LX0947.The geoid height was determined by GEOID03.
 LX0947
 LX0947.The dynamic height is computed by dividing the NAVD 88
 LX0947.geopotential number by the normal gravity value computed on the
 LX0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0947.degrees latitude (g = 980.6199 gals.).
 LX0947
 LX0947.The modeled gravity was interpolated from observed gravity values.
 LX0947
 LX0947;                    North         East    Units  Estimated Accuracy
 LX0947;SPC CT       -   212,370.      249,750.      MT  (+/- 180 meters Scaled)
 LX0947
 LX0947                          SUPERSEDED SURVEY CONTROL
 LX0947
 LX0947  NGVD 29 (??/??/92)  125.16   (m)          410.6    (f) COMPUTED    2 0
 LX0947
 LX0947.Superseded values are not recommended for survey control.
 LX0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0947.See file dsdata.txt to determine how the superseded data were derived.
 LX0947
 LX0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL331812(NAD 83)
 LX0947_MARKER: DB = BENCH MARK DISK
 LX0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0947_SP_SET: STEP
 LX0947_STAMPING: 411
 LX0947_MARK LOGO: USGS  
 LX0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0947
 LX0947  HISTORY     - Date     Condition        Report By
 LX0947  HISTORY     - UNK      MONUMENTED       USGS
 LX0947  HISTORY     - 1959     GOOD             NGS
 LX0947  HISTORY     - 1983     GOOD             NGS
 LX0947  HISTORY     - 1984     GOOD             NGS
 LX0947
 LX0947                          STATION DESCRIPTION
 LX0947
 LX0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0947'IN BETHEL.
 LX0947'AT BETHEL, FAIRFIELD COUNTY, AT THE MASONIC TEMPLE ON GREENWOOD
 LX0947'AVENUE, 10 FEET EAST OF THE CENTER OF THE MAIN ENTRANCE, IN THE
 LX0947'TOP STEP OF THE EAST FRONT BASEMENT ENTRANCE, 45 FEET SOUTH OF
 LX0947'THE CENTERLINE OF THE AVENUE, AND 1 FOOT HIGHER THAN THE AVENUE.
 LX0947'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 411.
 LX0947
 LX0947                          STATION RECOVERY (1983)
 LX0947
 LX0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0947'RECOVERED IN GOOD CONDITION.
 LX0947
 LX0947                          STATION RECOVERY (1984)
 LX0947
 LX0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0947'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2291 ***********************************************************************
 LX2291  DESIGNATION -  417
 LX2291  PID         -  LX2291
 LX2291  STATE/COUNTY-  CT/FAIRFIELD
 LX2291  USGS QUAD   -  POUND RIDGE (1971)
 LX2291
 LX2291                         *CURRENT SURVEY CONTROL
 LX2291  ___________________________________________________________________
 LX2291* NAD 83(1986)-  41 11 06.     (N)    073 30 44.     (W)     SCALED    
 LX2291* NAVD 88     -       157.222  (meters)     515.82   (feet)  ADJUSTED  
 LX2291  ___________________________________________________________________
 LX2291  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2291  DYNAMIC HT  -         157.167 (meters)     515.64  (feet)  COMP
 LX2291  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LX2291
 LX2291  VERT ORDER  -  FIRST     CLASS II
 LX2291
 LX2291.The horizontal coordinates were scaled from a topographic map and have
 LX2291.an estimated accuracy of +/- 6 seconds.
 LX2291
 LX2291.The orthometric height was determined by differential leveling
 LX2291.and adjusted by the National Geodetic Survey in June 1991..
 LX2291
 LX2291.The geoid height was determined by GEOID03.
 LX2291
 LX2291.The dynamic height is computed by dividing the NAVD 88
 LX2291.geopotential number by the normal gravity value computed on the
 LX2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2291.degrees latitude (g = 980.6199 gals.).
 LX2291
 LX2291.The modeled gravity was interpolated from observed gravity values.
 LX2291
 LX2291;                    North         East    Units  Estimated Accuracy
 LX2291;SPC CT       -   191,740.      240,850.      MT  (+/- 180 meters Scaled)
 LX2291
 LX2291                          SUPERSEDED SURVEY CONTROL
 LX2291
 LX2291.No superseded survey control is available for this station.
 LX2291
 LX2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL247603(NAD 83)
 LX2291_MARKER: DE = TRAVERSE STATION DISK
 LX2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2291_SP_SET: CONCRETE POST
 LX2291_STAMPING: 417
 LX2291_MARK LOGO: CTGS  
 LX2291_PROJECTION: FLUSH
 LX2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2291+STABILITY: SURFACE MOTION
 LX2291
 LX2291  HISTORY     - Date     Condition        Report By
 LX2291  HISTORY     - UNK      MONUMENTED       CTGS
 LX2291  HISTORY     - 1985     GOOD             NGS
 LX2291
 LX2291                          STATION DESCRIPTION
 LX2291
 LX2291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2291'4.7 KM (2.9 MI) SE FROM POUND RIDGE NY.
 LX2291'2.6 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LX2291'IN POUND RICGE, NY, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG LUKES WOOD
 LX2291'ROAD, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG MICHIGAN ROAD TO THE MARK
 LX2291'ON THE RIGHT, ALSO 3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 33
 LX2291'FROM THE JUNCTION OF U.S. HIGHWAY 7 IN WILTON, THENCE 2.6 KM (1.65 MI)
 LX2291'SOUTHWEST ALONG DEFOREST ROAD, THENCE 1.9 KM (1.25 MI) SOUTHWEST ALONG
 LX2291'NORTH WILTON ROAD, THENCE 0.2 KM (0.1 MI) WEST ALONG MICHIGAN ROAD, AT
 LX2291'THE JUNCTION OF STATE HIGHWAY 123, 7.0 METERS (33.0 FT) SOUTH OF THE
 LX2291'CENTER OF MICHIGAN ROAD, 7.3 METERS (24.0 FT) WEST OF THE CENTERLINE
 LX2291'OF HIGHWAY 123, 0.60 METERS (2.0 FT) SOUTH OF A ROAD SIGN (MICHIGAN
 LX2291'ROAD - SMITH RIDGE ROAD).
 LX2291'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2291'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2832 ***********************************************************************
 LX2832  DESIGNATION -  42 T OF MADISON
 LX2832  PID         -  LX2832
 LX2832  STATE/COUNTY-  CT/NEW HAVEN
 LX2832  USGS QUAD   -  DURHAM (1984)
 LX2832
 LX2832                         *CURRENT SURVEY CONTROL
 LX2832  ___________________________________________________________________
 LX2832* NAD 83(1986)-  41 22 57.     (N)    072 38 30.     (W)     SCALED    
 LX2832* NAVD 88     -       112.384  (meters)     368.71   (feet)  ADJUSTED  
 LX2832  ___________________________________________________________________
 LX2832  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX2832  DYNAMIC HT  -         112.346 (meters)     368.59  (feet)  COMP
 LX2832  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LX2832
 LX2832  VERT ORDER  -  FIRST     CLASS II
 LX2832
 LX2832.The horizontal coordinates were scaled from a topographic map and have
 LX2832.an estimated accuracy of +/- 6 seconds.
 LX2832
 LX2832.The orthometric height was determined by differential leveling
 LX2832.and adjusted by the National Geodetic Survey in June 1991..
 LX2832
 LX2832.The geoid height was determined by GEOID03.
 LX2832
 LX2832.The dynamic height is computed by dividing the NAVD 88
 LX2832.geopotential number by the normal gravity value computed on the
 LX2832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2832.degrees latitude (g = 980.6199 gals.).
 LX2832
 LX2832.The modeled gravity was interpolated from observed gravity values.
 LX2832
 LX2832;                    North         East    Units  Estimated Accuracy
 LX2832;SPC CT       -   213,400.      313,860.      MT  (+/- 180 meters Scaled)
 LX2832
 LX2832                          SUPERSEDED SURVEY CONTROL
 LX2832
 LX2832.No superseded survey control is available for this station.
 LX2832
 LX2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL971839(NAD 83)
 LX2832_MARKER: DD = SURVEY DISK
 LX2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2832_SP_SET: CONCRETE POST
 LX2832_STAMPING: 42
 LX2832_MARK LOGO: CT0360
 LX2832_PROJECTION: PROJECTING 2 CENTIMETERS
 LX2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2832+STABILITY: SURFACE MOTION
 LX2832
 LX2832  HISTORY     - Date     Condition        Report By
 LX2832  HISTORY     - UNK      MONUMENTED       CT0360
 LX2832  HISTORY     - 1985     GOOD             NGS
 LX2832
 LX2832                          STATION DESCRIPTION
 LX2832
 LX2832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2832'2.6 KM (1.6 MI) NORTH FROM NORTH MADISON.
 LX2832'2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 LX2832'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE RIGHT, IT IS A
 LX2832'TOWN OF MADISON DISK, 6.40 METERS (21.0 FT) EAST OF THE CENTERLINE OF
 LX2832'THE HIGHWAY, 17.53 METERS (57.5 FT) NORTH OF UTILITY POLE 926 S,
 LX2832'3.66 METERS (12.0 FT) NORTH OF THE CENTER OF A DIM WOODS ROAD.
 LX2832'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0955 ***********************************************************************
 LX0955  DESIGNATION -  423
 LX0955  PID         -  LX0955
 LX0955  STATE/COUNTY-  CT/FAIRFIELD
 LX0955  USGS QUAD   -  DANBURY (1984)
 LX0955
 LX0955                         *CURRENT SURVEY CONTROL
 LX0955  ___________________________________________________________________
 LX0955* NAD 83(1986)-  41 23 31.     (N)    073 27 19.     (W)     SCALED    
 LX0955* NAVD 88     -       128.686  (meters)     422.20   (feet)  ADJUSTED  
 LX0955  ___________________________________________________________________
 LX0955  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0955  DYNAMIC HT  -         128.642 (meters)     422.05  (feet)  COMP
 LX0955  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX0955
 LX0955  VERT ORDER  -  FIRST     CLASS II
 LX0955
 LX0955.The horizontal coordinates were scaled from a topographic map and have
 LX0955.an estimated accuracy of +/- 6 seconds.
 LX0955
 LX0955.The orthometric height was determined by differential leveling
 LX0955.and adjusted by the National Geodetic Survey in June 1991..
 LX0955.WARNING-Repeat measurements at this control monument indicate possible
 LX0955.vertical movement.
 LX0955
 LX0955.The geoid height was determined by GEOID03.
 LX0955
 LX0955.The dynamic height is computed by dividing the NAVD 88
 LX0955.geopotential number by the normal gravity value computed on the
 LX0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0955.degrees latitude (g = 980.6199 gals.).
 LX0955
 LX0955.The modeled gravity was interpolated from observed gravity values.
 LX0955
 LX0955;                    North         East    Units  Estimated Accuracy
 LX0955;SPC CT       -   214,680.      245,820.      MT  (+/- 180 meters Scaled)
 LX0955
 LX0955                          SUPERSEDED SURVEY CONTROL
 LX0955
 LX0955.No superseded survey control is available for this station.
 LX0955
 LX0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL291834(NAD 83)
 LX0955_MARKER: DD = SURVEY DISK
 LX0955_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0955+WITH SETTING: PAVEMENT
 LX0955_STAMPING: 423
 LX0955_MARK LOGO: USGS  
 LX0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0955+STABILITY: SURFACE MOTION
 LX0955
 LX0955  HISTORY     - Date     Condition        Report By
 LX0955  HISTORY     - UNK      MONUMENTED       USGS
 LX0955  HISTORY     - 1935     GOOD             NGS
 LX0955  HISTORY     - 1973     GOOD             USGS
 LX0955  HISTORY     - 1983     GOOD             NGS
 LX0955  HISTORY     - 1984     GOOD             NGS
 LX0955  HISTORY     - 1988     GOOD             USPSQD
 LX0955
 LX0955                          STATION DESCRIPTION
 LX0955
 LX0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0955'IN DANBURY.
 LX0955'AT DANBURY, FAIRFIELD COUNTY, AT THE ARMORY AT 54 WEST STREET,
 LX0955'5 FEET EAST OF THE CENTER LINE OF THE MAIN ENTRANCE, IN THE
 LX0955'EAST END OF THE DOOR SILL, AND ABOUT 8 FEET HIGHER THAN THE
 LX0955'STREET.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LX0955'423 AND SET VERTICALLY.  NOTE-- IT WAS REPORTED ON FEBRUARY 25,
 LX0955'1935, THAT ONLY HALF OF THIS DISK WAS SHOWING.
 LX0955
 LX0955                          STATION RECOVERY (1973)
 LX0955
 LX0955'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LX0955'RECOVERED IN GOOD CONDITION.
 LX0955
 LX0955                          STATION RECOVERY (1983)
 LX0955
 LX0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0955'RECOVERED IN GOOD CONDITION.
 LX0955
 LX0955                          STATION RECOVERY (1984)
 LX0955
 LX0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0955'RECOVERED IN GOOD CONDITION.
 LX0955
 LX0955                          STATION RECOVERY (1988)
 LX0955
 LX0955'RECOVERY NOTE BY US POWER SQUADRON 1988 (DB)
 LX0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2831 ***********************************************************************
 LX2831  DESIGNATION -  43 T OF MADISON
 LX2831  PID         -  LX2831
 LX2831  STATE/COUNTY-  CT/NEW HAVEN
 LX2831  USGS QUAD   -  DURHAM (1984)
 LX2831
 LX2831                         *CURRENT SURVEY CONTROL
 LX2831  ___________________________________________________________________
 LX2831* NAD 83(1986)-  41 23 03.     (N)    072 38 35.     (W)     SCALED    
 LX2831* NAVD 88     -       115.983  (meters)     380.52   (feet)  ADJUSTED  
 LX2831  ___________________________________________________________________
 LX2831  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX2831  DYNAMIC HT  -         115.943 (meters)     380.39  (feet)  COMP
 LX2831  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LX2831
 LX2831  VERT ORDER  -  FIRST     CLASS II
 LX2831
 LX2831.The horizontal coordinates were scaled from a topographic map and have
 LX2831.an estimated accuracy of +/- 6 seconds.
 LX2831
 LX2831.The orthometric height was determined by differential leveling
 LX2831.and adjusted by the National Geodetic Survey in June 1991..
 LX2831
 LX2831.The geoid height was determined by GEOID03.
 LX2831
 LX2831.The dynamic height is computed by dividing the NAVD 88
 LX2831.geopotential number by the normal gravity value computed on the
 LX2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2831.degrees latitude (g = 980.6199 gals.).
 LX2831
 LX2831.The modeled gravity was interpolated from observed gravity values.
 LX2831
 LX2831;                    North         East    Units  Estimated Accuracy
 LX2831;SPC CT       -   213,580.      313,750.      MT  (+/- 180 meters Scaled)
 LX2831
 LX2831                          SUPERSEDED SURVEY CONTROL
 LX2831
 LX2831.No superseded survey control is available for this station.
 LX2831
 LX2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL970840(NAD 83)
 LX2831_MARKER: DD = SURVEY DISK
 LX2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2831_SP_SET: CONCRETE POST
 LX2831_STAMPING: 43
 LX2831_MARK LOGO: CT0360
 LX2831_PROJECTION: PROJECTING 10 CENTIMETERS
 LX2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2831+STABILITY: SURFACE MOTION
 LX2831
 LX2831  HISTORY     - Date     Condition        Report By
 LX2831  HISTORY     - UNK      MONUMENTED       CT0360
 LX2831  HISTORY     - 1985     GOOD             NGS
 LX2831
 LX2831                          STATION DESCRIPTION
 LX2831
 LX2831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2831'2.8 KM (1.75 MI) NORTH FROM NORTH MADISON.
 LX2831'2.8 KM (1.75 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 LX2831'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE RIGHT, IT IS A
 LX2831'TOWN OF MADISON MARK, 6.10 METERS (20.0 FT) NORTHEAST OF THE
 LX2831'CENTERLINE OF THE HIGHWAY, 31.70 METERS (104.0 FT) NORTH AND ACROSS
 LX2831'THE HIGHWAY FROM UTILITY POLE 929.
 LX2831'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0699 ***********************************************************************
 LX0699  DESIGNATION -  441.23
 LX0699  PID         -  LX0699
 LX0699  STATE/COUNTY-  CT/LITCHFIELD
 LX0699  USGS QUAD   -  CORNWALL (1984)
 LX0699
 LX0699                         *CURRENT SURVEY CONTROL
 LX0699  ___________________________________________________________________
 LX0699* NAD 83(1986)-  41 49 15.     (N)    073 22 17.     (W)     SCALED    
 LX0699* NAVD 88     -       134.150  (meters)     440.12   (feet)  ADJUSTED  
 LX0699  ___________________________________________________________________
 LX0699  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0699  DYNAMIC HT  -         134.105 (meters)     439.98  (feet)  COMP
 LX0699  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 LX0699
 LX0699  VERT ORDER  -  SECOND    CLASS 0
 LX0699
 LX0699.The horizontal coordinates were scaled from a topographic map and have
 LX0699.an estimated accuracy of +/- 6 seconds.
 LX0699
 LX0699.The orthometric height was determined by differential leveling
 LX0699.and adjusted by the National Geodetic Survey in June 1991..
 LX0699
 LX0699.The geoid height was determined by GEOID03.
 LX0699
 LX0699.The dynamic height is computed by dividing the NAVD 88
 LX0699.geopotential number by the normal gravity value computed on the
 LX0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0699.degrees latitude (g = 980.6199 gals.).
 LX0699
 LX0699.The modeled gravity was interpolated from observed gravity values.
 LX0699
 LX0699;                    North         East    Units  Estimated Accuracy
 LX0699;SPC CT       -   262,260.      253,180.      MT  (+/- 180 meters Scaled)
 LX0699
 LX0699                          SUPERSEDED SURVEY CONTROL
 LX0699
 LX0699  NGVD 29 (??/??/92)  134.39   (m)          440.9    (f) COMPUTED    2 0
 LX0699
 LX0699.Superseded values are not recommended for survey control.
 LX0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0699.See file dsdata.txt to determine how the superseded data were derived.
 LX0699
 LX0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM352311(NAD 83)
 LX0699_MARKER: Q = CHISELED SQUARE
 LX0699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0699_MARK LOGO: USGS  
 LX0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0699+STABILITY: SURFACE MOTION
 LX0699
 LX0699  HISTORY     - Date     Condition        Report By
 LX0699  HISTORY     - UNK      MONUMENTED       USGS
 LX0699  HISTORY     - 1935     GOOD             NGS
 LX0699  HISTORY     - 1984     GOOD             NGS
 LX0699
 LX0699                          STATION DESCRIPTION
 LX0699
 LX0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0699'AT CORNWALL BRIDGE.
 LX0699'AT CORNWALL BRIDGE, LITCHFIELD COUNTY, ON THE NEW YORK, NEW
 LX0699'HAVEN AND HARTFORD RAILROAD, 500 FEET NORTH OF THE STATION, AT
 LX0699'30-FOOT STEEL-GIRDER BRIDGE NO. 65.89 OVER FURNACE BROOK, ON
 LX0699'THE WEST SIDE OF THE SOUTH ABUTMENT, 3 FEET WEST OF THE WEST
 LX0699'RAIL, AND 6-INCHES LOWER THAN THE RAIL.  A CHISELED SQUARE.
 LX0699
 LX0699                          STATION RECOVERY (1984)
 LX0699
 LX0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0699'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1913 ***********************************************************************
 LX1913  DESIGNATION -  451
 LX1913  PID         -  LX1913
 LX1913  STATE/COUNTY-  CT/LITCHFIELD
 LX1913  USGS QUAD   -  NEW MILFORD (1984)
 LX1913
 LX1913                         *CURRENT SURVEY CONTROL
 LX1913  ___________________________________________________________________
 LX1913* NAD 83(1986)-  41 31 42.     (N)    073 25 23.     (W)     SCALED    
 LX1913* NAVD 88     -        76.611  (meters)     251.35   (feet)  ADJUSTED  
 LX1913  ___________________________________________________________________
 LX1913  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1913  DYNAMIC HT  -          76.586 (meters)     251.27  (feet)  COMP
 LX1913  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 LX1913
 LX1913  VERT ORDER  -  FIRST     CLASS II
 LX1913
 LX1913.The horizontal coordinates were scaled from a topographic map and have
 LX1913.an estimated accuracy of +/- 6 seconds.
 LX1913
 LX1913.The orthometric height was determined by differential leveling
 LX1913.and adjusted by the National Geodetic Survey in June 1991..
 LX1913
 LX1913.The geoid height was determined by GEOID03.
 LX1913
 LX1913.The dynamic height is computed by dividing the NAVD 88
 LX1913.geopotential number by the normal gravity value computed on the
 LX1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1913.degrees latitude (g = 980.6199 gals.).
 LX1913
 LX1913.The modeled gravity was interpolated from observed gravity values.
 LX1913
 LX1913;                    North         East    Units  Estimated Accuracy
 LX1913;SPC CT       -   229,810.      248,630.      MT  (+/- 180 meters Scaled)
 LX1913
 LX1913                          SUPERSEDED SURVEY CONTROL
 LX1913
 LX1913.No superseded survey control is available for this station.
 LX1913
 LX1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL315986(NAD 83)
 LX1913_MARKER: DD = SURVEY DISK
 LX1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1913_SP_SET: CONCRETE POST
 LX1913_STAMPING: 451
 LX1913_MARK LOGO: CTGS  
 LX1913_PROJECTION: RECESSED 5 CENTIMETERS
 LX1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1913+STABILITY: SURFACE MOTION
 LX1913
 LX1913  HISTORY     - Date     Condition        Report By
 LX1913  HISTORY     - 1934     MONUMENTED       CTGS
 LX1913  HISTORY     - 1984     GOOD             NGS
 LX1913
 LX1913                          STATION DESCRIPTION
 LX1913
 LX1913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1913'4.3 KM (2.7 MI) SOUTH FROM NEW MILFORD.
 LX1913'4.3 KM (2.7 MI) SOUTH ALONG U.S. HIGHWAYS 7 AND 202 FROM THE JUNCTION
 LX1913'OF PICKETT DISTRICT ROAD IN NEW MILFORD TO THE JUNCTION OF LARSON ROAD
 LX1913'AND THE MARK ON THE RIGHT, AT THE NORTHWEST CORNER OF A LAWN ON
 LX1913'PROPERTY OWNED BY MR. FRANK LARSON, 7.86 METERS (25.8 FT) WEST OF THE
 LX1913'CENTERLINE OF THE HIGHWAY, 8.23 METERS (27.0 FT) SOUTH OF THE CENTER
 LX1913'OF LARSON ROAD, 16.33 METERS (53.6 FT) NORTHEAST OF THE NORTHEAST
 LX1913'CORNER OF THE CONCRETE FOUNDATION OF A TWO STORY FRAME HOUSE, 1.00
 LX1913'METER (3.3 FT) SOUTH-SOUTHEAST OF A WOODEN CORNER POST OF A BOARD
 LX1913'FENCE.
 LX1913'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1914 ***********************************************************************
 LX1914  DESIGNATION -  452
 LX1914  PID         -  LX1914
 LX1914  STATE/COUNTY-  CT/LITCHFIELD
 LX1914  USGS QUAD   -  NEW MILFORD (1984)
 LX1914
 LX1914                         *CURRENT SURVEY CONTROL
 LX1914  ___________________________________________________________________
 LX1914* NAD 83(1986)-  41 32 07.     (N)    073 25 22.     (W)     SCALED    
 LX1914* NAVD 88     -        73.157  (meters)     240.02   (feet)  ADJUSTED  
 LX1914  ___________________________________________________________________
 LX1914  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1914  DYNAMIC HT  -          73.132 (meters)     239.93  (feet)  COMP
 LX1914  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 LX1914
 LX1914  VERT ORDER  -  FIRST     CLASS II
 LX1914
 LX1914.The horizontal coordinates were scaled from a topographic map and have
 LX1914.an estimated accuracy of +/- 6 seconds.
 LX1914
 LX1914.The orthometric height was determined by differential leveling
 LX1914.and adjusted by the National Geodetic Survey in June 1991..
 LX1914
 LX1914.The geoid height was determined by GEOID03.
 LX1914
 LX1914.The dynamic height is computed by dividing the NAVD 88
 LX1914.geopotential number by the normal gravity value computed on the
 LX1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1914.degrees latitude (g = 980.6199 gals.).
 LX1914
 LX1914.The modeled gravity was interpolated from observed gravity values.
 LX1914
 LX1914;                    North         East    Units  Estimated Accuracy
 LX1914;SPC CT       -   230,580.      248,660.      MT  (+/- 180 meters Scaled)
 LX1914
 LX1914                          SUPERSEDED SURVEY CONTROL
 LX1914
 LX1914.No superseded survey control is available for this station.
 LX1914
 LX1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL315993(NAD 83)
 LX1914_MARKER: DD = SURVEY DISK
 LX1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1914_SP_SET: CONCRETE POST
 LX1914_STAMPING: 452
 LX1914_MARK LOGO: CTGS  
 LX1914_PROJECTION: RECESSED 5 CENTIMETERS
 LX1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1914+STABILITY: SURFACE MOTION
 LX1914
 LX1914  HISTORY     - Date     Condition        Report By
 LX1914  HISTORY     - UNK      MONUMENTED       CTGS
 LX1914  HISTORY     - 1984     GOOD             NGS
 LX1914
 LX1914                          STATION DESCRIPTION
 LX1914
 LX1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1914'3.5 KM (2.2 MI) SOUTH FROM NEW MILFORD.
 LX1914'3.5 KM (2.2 MI) SOUTH ALONG U.S. HIGHWAYS 7 AND 202 FROM THE JUNCTION
 LX1914'OF PICKETT DISTRICT ROAD IN NEW MILFORD TO THE INTERSECTION OF
 LX1914'SULLIVAN AND LANESVILLE ROADS AND THE MARK ON THE RIGHT, IN THE
 LX1914'NORTHWEST ANGLE OF THE INTERSECTION, 9.75 METERS (32.0 FT)
 LX1914'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.58 METERS (38.0
 LX1914'FT) NORTH-NORTHEAST OF THE CENTER OF SULLIVAN ROAD, 4.08 METERS
 LX1914'(13.4 FT) SOUTHWEST OF UTILITY POLE 3898.
 LX1914'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2199 ***********************************************************************
 LX2199  DESIGNATION -  4535
 LX2199  PID         -  LX2199
 LX2199  STATE/COUNTY-  CT/HARTFORD
 LX2199  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX2199
 LX2199                         *CURRENT SURVEY CONTROL
 LX2199  ___________________________________________________________________
 LX2199* NAD 83(1986)-  41 37 30.     (N)    072 44 26.     (W)     SCALED    
 LX2199* NAVD 88     -        28.175  (meters)      92.44   (feet)  ADJUSTED  
 LX2199  ___________________________________________________________________
 LX2199  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2199  DYNAMIC HT  -          28.166 (meters)      92.41  (feet)  COMP
 LX2199  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX2199
 LX2199  VERT ORDER  -  FIRST     CLASS II
 LX2199
 LX2199.The horizontal coordinates were scaled from a topographic map and have
 LX2199.an estimated accuracy of +/- 6 seconds.
 LX2199
 LX2199.The orthometric height was determined by differential leveling
 LX2199.and adjusted by the National Geodetic Survey in June 1991..
 LX2199
 LX2199.The geoid height was determined by GEOID03.
 LX2199
 LX2199.The dynamic height is computed by dividing the NAVD 88
 LX2199.geopotential number by the normal gravity value computed on the
 LX2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2199.degrees latitude (g = 980.6199 gals.).
 LX2199
 LX2199.The modeled gravity was interpolated from observed gravity values.
 LX2199
 LX2199;                    North         East    Units  Estimated Accuracy
 LX2199;SPC CT       -   240,320.      305,590.      MT  (+/- 180 meters Scaled)
 LX2199
 LX2199                          SUPERSEDED SURVEY CONTROL
 LX2199
 LX2199.No superseded survey control is available for this station.
 LX2199
 LX2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM882106(NAD 83)
 LX2199_MARKER: DD = SURVEY DISK
 LX2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2199_SP_SET: CONCRETE POST
 LX2199_STAMPING: 4535
 LX2199_MARK LOGO: CTGS  
 LX2199_PROJECTION: FLUSH
 LX2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2199+STABILITY: SURFACE MOTION
 LX2199
 LX2199  HISTORY     - Date     Condition        Report By
 LX2199  HISTORY     - UNK      MONUMENTED       CTGS
 LX2199  HISTORY     - 1984     GOOD             NGS
 LX2199  HISTORY     - 1986     GOOD             NGS
 LX2199
 LX2199                          STATION DESCRIPTION
 LX2199
 LX2199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2199'IN BERLIN.
 LX2199'IN BERLIN, NEAR THE NORTHEAST CORNER OF THE EAST BOUND LANE BRIDGE OF
 LX2199'STATE HIGHWAY 72 OVER U.S. HIGHWAY 5, 6.10 METERS (20.0 FT) NORTH OF
 LX2199'THE CENTERLINE OF HIGHWAY 72, 3.14 METERS (10.3 FT) EAST OF THE
 LX2199'NORTHEAST CORNER OF THE BRIDGE.
 LX2199'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2199
 LX2199                          STATION RECOVERY (1986)
 LX2199
 LX2199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3198 ***********************************************************************
 LX3198  DESIGNATION -  4545
 LX3198  PID         -  LX3198
 LX3198  STATE/COUNTY-  CT/WINDHAM
 LX3198  USGS QUAD   -  HAMPTON (1984)
 LX3198
 LX3198                         *CURRENT SURVEY CONTROL
 LX3198  ___________________________________________________________________
 LX3198* NAD 83(1996)-  41 50 30.     (N)    072 01 01.     (W)     SCALED    
 LX3198* NAVD 88     -       197.331  (meters)     647.41   (feet)  ADJUSTED  
 LX3198  ___________________________________________________________________
 LX3198  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3198  DYNAMIC HT  -         197.262 (meters)     647.18  (feet)  COMP
 LX3198  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 LX3198
 LX3198  VERT ORDER  -  FIRST     CLASS II
 LX3198
 LX3198.The horizontal coordinates were scaled from a topographic map and have
 LX3198.an estimated accuracy of +/- 6 seconds.
 LX3198
 LX3198.The orthometric height was determined by differential leveling
 LX3198.and adjusted by the National Geodetic Survey in June 1991..
 LX3198
 LX3198.The geoid height was determined by GEOID03.
 LX3198
 LX3198.The dynamic height is computed by dividing the NAVD 88
 LX3198.geopotential number by the normal gravity value computed on the
 LX3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3198.degrees latitude (g = 980.6199 gals.).
 LX3198
 LX3198.The modeled gravity was interpolated from observed gravity values.
 LX3198
 LX3198;                    North         East    Units  Estimated Accuracy
 LX3198;SPC CT       -   264,650.      365,680.      MT  (+/- 180 meters Scaled)
 LX3198
 LX3198                          SUPERSEDED SURVEY CONTROL
 LX3198
 LX3198  NGVD 29 (07/19/86)  197.     (m)          646.     (f) VERT ANG       
 LX3198
 LX3198.Superseded values are not recommended for survey control.
 LX3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3198.See file dsdata.txt to determine how the superseded data were derived.
 LX3198
 LX3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM476365(NAD 83)
 LX3198_MARKER: DD = SURVEY DISK
 LX3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3198_SP_SET: CONCRETE POST
 LX3198_STAMPING: 4545
 LX3198_MARK LOGO: CTGS  
 LX3198_PROJECTION: RECESSED 8 CENTIMETERS
 LX3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3198+STABILITY: SURFACE MOTION
 LX3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3198+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 LX3198
 LX3198  HISTORY     - Date     Condition        Report By
 LX3198  HISTORY     - 1974     MONUMENTED       CTGS
 LX3198  HISTORY     - 1986     GOOD             NGS
 LX3198  HISTORY     - 20050820 GOOD             GEOCAC
 LX3198
 LX3198                          STATION DESCRIPTION
 LX3198
 LX3198'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1974 (BW)
 LX3198'THE STATION IS LOCATED ABOUT 5-1/4 MILES NORTHWEST OF BROOKLYN,
 LX3198'1-1/4 MILES SOUTHWEST OF ABINGTON, 1 MILE NORTHEAST OF THE
 LX3198'HAMPTON - POMFRET TOWN LINE AND 26 FEET WEST OF THE CENTERLINE
 LX3198'OF CONNECTICUT ROUTE 97, (YE OLD WINDHAM ROAD).
 LX3198'
 LX3198'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 44
 LX3198'(HARTFORD PIKE) AND CONNECTICUT ROUTE 97 IN ABINGTON, GO
 LX3198'SOUTHERLY ON CONNECTICUT ROUTE 97 FOR 1.65 MILES TO THE STATION
 LX3198'ON THE RIGHT.
 LX3198'
 LX3198'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY AND STATE
 LX3198'SURVEY BRONZE DISK, STAMPED 4545, SET IN THE TOP OF A
 LX3198'REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES
 LX3198'LONG.  THE TOP OF THE MONUMENT IS 4 INCHES BELOW THE SURFACE
 LX3198'OF THE GROUND AND ON A BANK THAT IS 4 FEET HIGHER THAN THE
 LX3198'ROAD.  IT IS 18.8 FEET SOUTH OF A SOUTHERN NEW ENGLAND
 LX3198'TELEPHONE POLE 209.
 LX3198'
 LX3198'REFERENCE MARK 1 IS A CROSS IN THE TOP OF A CONNECTICUT
 LX3198'HIGHWAY DEPARTMENT BOUNDARY MONUMENT, 6 INCHES BY 6 INCHES AND
 LX3198'48 INCHES LONG.  IT IS 40 FEET EAST OF CONNECTICUT ROUTE 97
 LX3198'CENTERLINE AND 65.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LX3198'FRAME GARAGE.
 LX3198'
 LX3198'REFERENCE MARK 2 IS A 3/8 INCH DRILL HOLE IN THE NORTHWEST
 LX3198'CORNER OF A 3 FOOT WIDE CONCRETE WALK.  IT IS 29 FEET EAST OF
 LX3198'THE CONNECTICUT ROUTE 97 CENTERLINE.
 LX3198'
 LX3198'REFERENCE MARK 3 IS A 1/2 INCH DRILL HOLE AND CHISELED
 LX3198'TRIANGLE IN A 2 FOOT BY 1/2 FOOT BY 1 FOOT SUNKEN BOULDER.  IT
 LX3198'IS 41 FEET WEST OF THE CONNECTICUT ROUTE 97 CENTERLINE AND 15.9
 LX3198'FEET SOUTHWEST OF A SOUTHERN NEW ENGLAND TELEPHONE POLE 210.
 LX3198'
 LX3198'REFERENCE POINT 1 IS A 1/8 INCH DRILL HOLE IN A STEEL PIN, 1
 LX3198'INCH IN DIAMETER AND 30 INCHES LONG.  THE TOP OF THE PIN IS SET
 LX3198'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 73 FEET WEST OF THE
 LX3198'CONNECTICUT ROUTE 97 CENTERLINE AND 9 FEET SOUTH OF A WIRE FENCE.
 LX3198'
 LX3198'1951 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC AND
 LX3198'STATE SURVEY BRONZE DISK, STAMPED 1951, SET IN THE TOP OF A
 LX3198'REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES
 LX3198'LONG.  THE TOP OF THE MONUMENT IS 4 INCHES BELOW THE SURFACE OF
 LX3198'THE GROUND.  IT IS 0.3 MILE NORTHERLY OF THE STATION ALONG
 LX3198'CONNECTICUT ROUTE 97, 17 FEET WEST OF THE ROAD CENTERLINE AND
 LX3198'30 FEET SOUTH OF A SOUTHERN NEW ENGLAND TELEPHONE POLE 193.
 LX3198'
 LX3198'1952 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LX3198'AND STATE SURVEY BRONZE DISK, STAMPED 1952, SET IN THE TOP OF A
 LX3198'REINFORCED CONCRETE POST, THE TOP 6 INCHES BY 6 INCHES AND 48
 LX3198'INCHES LONG.  THE TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE
 LX3198'OF THE GROUND AND ON TOP OF A 10 FOOT BANK.  IT IS ABOUT 350
 LX3198'FEET SOUTHERLY OF THE STATION ALONG CONNECTICUT ROUTE 97, 35
 LX3198'FEET WEST OF THE ROAD CENTERLINE AND 37.5 FEET SOUTH OF A
 LX3198'SOUTHERN NEW ENGLAND TELEPHONE POLE 211.
 LX3198'
 LX3198'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 LX3198
 LX3198                          STATION RECOVERY (1986)
 LX3198
 LX3198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3198'2.3 KM (1.4 MI) SOUTH FROM ABINGTON.
 LX3198'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LX3198'HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, 7.92 METERS (26.0
 LX3198'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 22.56 METERS (74.0 FT)
 LX3198'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE WEST END OF A SIDEWALK
 LX3198'LEADING TO A FRAME HOUSE, 5.73 METERS (18.8 FT) SOUTH OF UTILITY POLE
 LX3198'NO. 209.
 LX3198'THE MARK IS 0.35 METERS  N FROM  A WITNESS POST
 LX3198'THE MARK IS 1.3 M ABOVE HIGHWAY.
 LX3198
 LX3198                          STATION RECOVERY (2005)
 LX3198
 LX3198'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3198'STATION IS 15 INCHES N OF A WITNESS POST, RM1'S 6X6 POST NOW HAS A
 LX3198'SMALL DISK ON IT, RM2 IS NOW A BOLT WITH A DRILLHOLE IN THE CENTER ON
 LX3198'THE SIDEWALK AND RM3 HAS A BOLT WITH A DRILLHOLE ON THE ROCK.
 LX3198' 
 LX3198' 
 LX3198' 
 LX3198' 
 LX3198' 
 LX3198' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3203 ***********************************************************************
 LX3203  DESIGNATION -  4550
 LX3203  PID         -  LX3203
 LX3203  STATE/COUNTY-  CT/WINDHAM
 LX3203  USGS QUAD   -  HAMPTON (1984)
 LX3203
 LX3203                         *CURRENT SURVEY CONTROL
 LX3203  ___________________________________________________________________
 LX3203* NAD 83(1986)-  41 49 01.     (N)    072 02 27.     (W)     SCALED    
 LX3203* NAVD 88     -       199.611  (meters)     654.89   (feet)  ADJUSTED  
 LX3203  ___________________________________________________________________
 LX3203  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX3203  DYNAMIC HT  -         199.542 (meters)     654.66  (feet)  COMP
 LX3203  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LX3203
 LX3203  VERT ORDER  -  FIRST     CLASS II
 LX3203
 LX3203.The horizontal coordinates were scaled from a topographic map and have
 LX3203.an estimated accuracy of +/- 6 seconds.
 LX3203
 LX3203.The orthometric height was determined by differential leveling
 LX3203.and adjusted by the National Geodetic Survey in June 1991..
 LX3203
 LX3203.The geoid height was determined by GEOID03.
 LX3203
 LX3203.The dynamic height is computed by dividing the NAVD 88
 LX3203.geopotential number by the normal gravity value computed on the
 LX3203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3203.degrees latitude (g = 980.6199 gals.).
 LX3203
 LX3203.The modeled gravity was interpolated from observed gravity values.
 LX3203
 LX3203;                    North         East    Units  Estimated Accuracy
 LX3203;SPC CT       -   261,880.      363,720.      MT  (+/- 180 meters Scaled)
 LX3203
 LX3203                          SUPERSEDED SURVEY CONTROL
 LX3203
 LX3203.No superseded survey control is available for this station.
 LX3203
 LX3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM457336(NAD 83)
 LX3203_MARKER: DD = SURVEY DISK
 LX3203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3203_SP_SET: CONCRETE POST
 LX3203_STAMPING: 4550
 LX3203_MARK LOGO: CTGS  
 LX3203_PROJECTION: RECESSED 10 CENTIMETERS
 LX3203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3203+STABILITY: SURFACE MOTION
 LX3203
 LX3203  HISTORY     - Date     Condition        Report By
 LX3203  HISTORY     - 1974     MONUMENTED       CTGS
 LX3203  HISTORY     - 1986     GOOD             NGS
 LX3203
 LX3203                          STATION DESCRIPTION
 LX3203
 LX3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3203'6.1 KM (3.8 MI) SOUTH FROM ABINGTON.
 LX3203'6.1 KM (3.8 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LX3203'HIGHWAY 44 IN ABINGTON TO THE MARK ON THE LEFT, ALSO 5.1 KM (3.15 MI)
 LX3203'NORTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN HAMPTON, 5.49
 LX3203'METERS (18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.56
 LX3203'METERS (44.5 FT) SOUTHWEST OF UTILITY POLE NO. 342.
 LX3203'THE MARK IS 0.72 METERS  NW FROM  A WITNESS POST
 LX3203'THE MARK IS 0.10 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1890 ***********************************************************************
 LX1890  DESIGNATION -  456
 LX1890  PID         -  LX1890
 LX1890  STATE/COUNTY-  CT/FAIRFIELD
 LX1890  USGS QUAD   -  BETHEL (1984)
 LX1890
 LX1890                         *CURRENT SURVEY CONTROL
 LX1890  ___________________________________________________________________
 LX1890* NAD 83(1986)-  41 22 07.     (N)    073 28 34.     (W)     SCALED    
 LX1890* NAVD 88     -       138.733  (meters)     455.16   (feet)  ADJUSTED  
 LX1890  ___________________________________________________________________
 LX1890  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1890  DYNAMIC HT  -         138.686 (meters)     455.01  (feet)  COMP
 LX1890  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LX1890
 LX1890  VERT ORDER  -  FIRST     CLASS II
 LX1890
 LX1890.The horizontal coordinates were scaled from a topographic map and have
 LX1890.an estimated accuracy of +/- 6 seconds.
 LX1890
 LX1890.The orthometric height was determined by differential leveling
 LX1890.and adjusted by the National Geodetic Survey in June 1991..
 LX1890
 LX1890.The geoid height was determined by GEOID03.
 LX1890
 LX1890.The dynamic height is computed by dividing the NAVD 88
 LX1890.geopotential number by the normal gravity value computed on the
 LX1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1890.degrees latitude (g = 980.6199 gals.).
 LX1890
 LX1890.The modeled gravity was interpolated from observed gravity values.
 LX1890
 LX1890;                    North         East    Units  Estimated Accuracy
 LX1890;SPC CT       -   212,100.      244,050.      MT  (+/- 180 meters Scaled)
 LX1890
 LX1890                          SUPERSEDED SURVEY CONTROL
 LX1890
 LX1890.No superseded survey control is available for this station.
 LX1890
 LX1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL274807(NAD 83)
 LX1890_MARKER: DD = SURVEY DISK
 LX1890_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX1890+WITH SETTING: PAVEMENT
 LX1890_SP_SET: CONCRETE BASE
 LX1890_STAMPING: 456
 LX1890_MARK LOGO: USGS  
 LX1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1890+STABILITY: SURFACE MOTION
 LX1890
 LX1890  HISTORY     - Date     Condition        Report By
 LX1890  HISTORY     - 1922     MONUMENTED       USGS
 LX1890  HISTORY     - 1984     GOOD             NGS
 LX1890
 LX1890                          STATION DESCRIPTION
 LX1890
 LX1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1890'5.5 KM (3.45 MI) NE FROM RIDGEFIELD.
 LX1890'4.7 KM (2.95 MI) NORTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1890'STATE HIGHWAY 35 IN RIDGEFIELD, THENCE 0.8 KM (0.5 MI) NORTHWEST ALONG
 LX1890'OLD SUGAR HOLLOW ROAD TO THE JUNCTION OF MIRY BROOK ROAD AND THE MARK
 LX1890'ON THE RIGHT, IN TOP OF THE CONCRETE BASE OF AN IRON FENCE CORNER
 LX1890'POST, AT THE SOUTHEAST CORNER OF THE CHILDREN OF ISRAEL CEMETERY,
 LX1890'8.59 METERS (28.2 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LX1890'0.12 METER (0.4 FT) NORTHWEST OF THE FENCE POST.
 LX1890'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1804 ***********************************************************************
 LW1804  DESIGNATION -  4598
 LW1804  PID         -  LW1804
 LW1804  STATE/COUNTY-  CT/WINDHAM
 LW1804  USGS QUAD   -  PLAINFIELD (1983)
 LW1804
 LW1804                         *CURRENT SURVEY CONTROL
 LW1804  ___________________________________________________________________
 LW1804* NAD 83(1996)-  41 41 07.     (N)    071 54 41.     (W)     SCALED    
 LW1804* NAVD 88     -        88.361  (meters)     289.90   (feet)  ADJUSTED  
 LW1804  ___________________________________________________________________
 LW1804  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW1804  DYNAMIC HT  -          88.330 (meters)     289.80  (feet)  COMP
 LW1804  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW1804
 LW1804  VERT ORDER  -  FIRST     CLASS II
 LW1804
 LW1804.The horizontal coordinates were scaled from a topographic map and have
 LW1804.an estimated accuracy of +/- 6 seconds.
 LW1804
 LW1804.The orthometric height was determined by differential leveling
 LW1804.and adjusted by the National Geodetic Survey in June 1991..
 LW1804
 LW1804.The geoid height was determined by GEOID03.
 LW1804
 LW1804.The dynamic height is computed by dividing the NAVD 88
 LW1804.geopotential number by the normal gravity value computed on the
 LW1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1804.degrees latitude (g = 980.6199 gals.).
 LW1804
 LW1804.The modeled gravity was interpolated from observed gravity values.
 LW1804
 LW1804;                    North         East    Units  Estimated Accuracy
 LW1804;SPC CT       -   247,360.      374,620.      MT  (+/- 180 meters Scaled)
 LW1804
 LW1804                          SUPERSEDED SURVEY CONTROL
 LW1804
 LW1804  NGVD 29 (07/19/86)   88.     (m)          289.     (f) VERT ANG       
 LW1804
 LW1804.Superseded values are not recommended for survey control.
 LW1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1804.See file dsdata.txt to determine how the superseded data were derived.
 LW1804
 LW1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG576189(NAD 83)
 LW1804_MARKER: DD = SURVEY DISK
 LW1804_SETTING: 66 = SET IN ROCK OUTCROP
 LW1804_SP_SET: ROCK OUTCROP
 LW1804_STAMPING: 4598
 LW1804_MARK LOGO: CTGS  
 LW1804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1804+STABILITY: POSITION/ELEVATION WELL
 LW1804
 LW1804  HISTORY     - Date     Condition        Report By
 LW1804  HISTORY     - 1974     MONUMENTED       CTGS
 LW1804  HISTORY     - 1986     GOOD             NGS
 LW1804
 LW1804                          STATION DESCRIPTION
 LW1804
 LW1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1804'0.2 KM (0.1 MI) EAST FROM PLAINFIELD.
 LW1804'0.2 KM (0.15 MI) EAST ALONG STATE HIGHWAY 14A FROM THE INTERSECTION OF
 LW1804'STATE HIGHWAY 12 AND CEMETARY ROAD IN PLAINFIELD TO THE MARK ON THE
 LW1804'RIGHT IN TOP OF A ROCK OUTCROP WHICH IS 4X4 FEET IN SIZE.  IT IS 4.51
 LW1804'METERS (14.8 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LW1804'32.31 METERS (106.0 FT) EAST OF THE RANGE OF THE EASTERLY SIDE OF A 1
 LW1804'1/2 STORY FRAME HOUSE ON THE SOUTH SIDE OF THE HIGHWAY AND 5.64 METERS
 LW1804'(18.5 FT) SOUTHEAST OF UTILITY POLE NO. 1847.
 LW1804'THE MARK IS 0.35 METERS  NW FROM  A WITNESS POST
 LW1804'THE MARK IS 0.43 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1813 ***********************************************************************
 LW1813  DESIGNATION -  4599
 LW1813  PID         -  LW1813
 LW1813  STATE/COUNTY-  CT/WINDHAM
 LW1813  USGS QUAD   -  ONECO (1970)
 LW1813
 LW1813                         *CURRENT SURVEY CONTROL
 LW1813  ___________________________________________________________________
 LW1813* NAD 83(1996)-  41 39 49.     (N)    071 50 45.     (W)     SCALED    
 LW1813* NAVD 88     -       189.674  (meters)     622.29   (feet)  ADJUSTED  
 LW1813  ___________________________________________________________________
 LW1813  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW1813  DYNAMIC HT  -         189.604 (meters)     622.06  (feet)  COMP
 LW1813  MODELED GRAV-     980,249.0   (mgal)                       NAVD 88
 LW1813
 LW1813  VERT ORDER  -  FIRST     CLASS II
 LW1813
 LW1813.The horizontal coordinates were scaled from a topographic map and have
 LW1813.an estimated accuracy of +/- 6 seconds.
 LW1813
 LW1813.The orthometric height was determined by differential leveling
 LW1813.and adjusted by the National Geodetic Survey in June 1991..
 LW1813
 LW1813.The geoid height was determined by GEOID03.
 LW1813
 LW1813.The dynamic height is computed by dividing the NAVD 88
 LW1813.geopotential number by the normal gravity value computed on the
 LW1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1813.degrees latitude (g = 980.6199 gals.).
 LW1813
 LW1813.The modeled gravity was interpolated from observed gravity values.
 LW1813
 LW1813;                    North         East    Units  Estimated Accuracy
 LW1813;SPC CT       -   245,000.      380,100.      MT  (+/- 180 meters Scaled)
 LW1813
 LW1813                          SUPERSEDED SURVEY CONTROL
 LW1813
 LW1813  NGVD 29 (07/19/86)  190.     (m)          623.     (f) VERT ANG       
 LW1813
 LW1813.Superseded values are not recommended for survey control.
 LW1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1813.See file dsdata.txt to determine how the superseded data were derived.
 LW1813
 LW1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG630163(NAD 83)
 LW1813_MARKER: DD = SURVEY DISK
 LW1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1813_SP_SET: CONCRETE POST
 LW1813_STAMPING: 4599
 LW1813_MARK LOGO: CTGS  
 LW1813_PROJECTION: RECESSED 5 CENTIMETERS
 LW1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1813+STABILITY: SURFACE MOTION
 LW1813
 LW1813  HISTORY     - Date     Condition        Report By
 LW1813  HISTORY     - 1975     MONUMENTED       CTGS
 LW1813  HISTORY     - 1986     GOOD             NGS
 LW1813
 LW1813                          STATION DESCRIPTION
 LW1813
 LW1813'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW1813'THE STATION IS LOCATED ABOUT 6 MILES NORTHERLY OF THE JUNCTION
 LW1813'OF CONNECTICUT ROUTES 138 AND 49 IN VOLUNTOWN, ABOUT 3.9 MILES
 LW1813'SOUTHWEST OF THE JUNCTION OF CONNECTICUT ROUTES 14A AND 14, NEAR
 LW1813'THE CONNECTICUT-RHODE ISLAND STATE LINE AND ABOUT 3.9 MILES
 LW1813'SOUTHEAST OF THE JUNCTION OF CONNECTICUT ROUTES 14A AND 12 IN
 LW1813'PLAINFIELD CENTER.
 LW1813'
 LW1813'TO REACH THE STATION FROM THE FIRST CONGREGATIONAL CHURCH IN
 LW1813'PLAINFIELD AT THE INTERSECTION OF CONNECTICUT ROUTES 12 AND 14A,
 LW1813'GO EASTERLY ON CONNECTICUT ROUTE 14A FOR 3.7 MILES TO THE
 LW1813'JUNCTION OF CONNECTICUT ROUTES 14A AND 49.  TURN RIGHT AND GO
 LW1813'SOUTHERLY ON CONNECTICUT ROUTE 49 FOR 1.8 MILES TO THE STATION
 LW1813'ON THE LEFT SIDE OF THE ROAD.
 LW1813'
 LW1813'THE STATION IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LW1813'STAMPED 4599, SET IN THE TOP OF A 6 INCH BY 6 INCH REINFORCED
 LW1813'CONCRETE POST, THE TOP SET ONE INCH BELOW THE GROUND.  IT IS
 LW1813'18.2 FEET EAST OF THE CENTERLINE OF CONNECTICUT ROUTE 49, 31
 LW1813'FEET NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 519, 27.5
 LW1813'FEET SOUTHWEST OF THE SOUTH END OF A STONE WALL AT A BARWAY
 LW1813'OPENING RUNNING PARALLEL WITH THE ROAD AND 88.9 FEET SOUTHEAST
 LW1813'OF A CONN. HIGHWAY DEPARTMENT MONUMENT AT THE WALL CORNER ON
 LW1813'THE WEST SIDE OF THE ROAD.  IT IS 208 FEET NORTH OF THE
 LW1813'NORTH END OF A CONCRETE RUBBLE MASONRY HEADWALL ON THE EAST
 LW1813'SIDE OF CONNECTICUT ROUTE 49.
 LW1813'
 LW1813'REFERENCE MARK 1 IS NORTHEAST OF THE STATION, A PUNCH MARK SET
 LW1813'IN A BRASS BOLT SET IN A 1/4 INCH DRILL HOLE IN A ONE FOOT BY
 LW1813'TWO FOOT BOULDER AT THE END OF A STONE WALL RUNNING EASTERLY.  IT
 LW1813'IS 16 FEET NORTHEAST OF THE NORTH END OF A STONE WALL AT A
 LW1813'BARWAY OPENING RUNNING PARALLEL WITH THE ROAD, 55 FEET EAST OF
 LW1813'THE CENTERLINE OF CONNECTICUT ROUTE 49 AND 77.5 FEET NORTHEAST
 LW1813'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 519.  IT PROJECTS 2 FEET
 LW1813'ABOVE THE GROUND.
 LW1813'
 LW1813'REFERENCE MARK 2 IS EAST OF THE STATION, A PUNCH MARK IN A BRASS
 LW1813'BOLT SET IN A 1/4 INCH DRILL HOLE IN A 3 FOOT BY 4 FOOT BOULDER
 LW1813'AT THE END OF A STONE WALL RUNNING EASTERLY.  IT IS 29 FEET
 LW1813'SOUTHEAST OF THE END OF A STONE WALL AT A BARWAY OPENING RUNNING
 LW1813'PARALLEL WITH THE ROAD, 57.2 FEET EAST OF THE CENTERLINE OF
 LW1813'CONNECTICUT ROUTE 49 AND 44.5 FEET NORTHEAST OF SOUTHERN NEW
 LW1813'ENGLAND TELEPHONE POLE 519.
 LW1813'
 LW1813'REFERENCE MARK 3 IS SOUTHEAST OF THE STATION, A PUNCH MARK IN A
 LW1813'BRASS BOLT SET IN A 1/4 INCH DRILL HOLE IN A 2 FOOT BY 2 FOOT
 LW1813'BOULDER IN A STONE WALL RUNNING PARALLEL WITH THE ROAD.  IT IS 46.4
 LW1813'FEET SOUTH OF THE SOUTH END OF THE STONE WALL AT A BARWAY OPENING,
 LW1813'22.2 FEET EAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 519, 27
 LW1813'FEET SOUTHWEST OF THE END OF A STONE WALL RUNNING EASTERLY AND 41
 LW1813'FEET EAST OF THE CENTERLINE OF CONNECTICUT ROUTE 49.
 LW1813'
 LW1813'HEIGHT OF LIGHT ABOVE STATION MARK 0.9 METER.
 LW1813
 LW1813                          STATION RECOVERY (1986)
 LW1813
 LW1813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1813'2.9 KM (1.8 MI) SOUTH FROM STERLING.
 LW1813'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1813'STATE HIGHWAY 14A IN STERLING TO THE MARK ON THE LEFT.  IT IS 5.85
 LW1813'METERS (19.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 9.63 METERS
 LW1813'(31.6 FT) NORTH OF UTILITY POLE NO. 519 WITH TWO GUY WIRES.
 LW1813'THE MARK IS 0.24 METERS  W FROM  A WITNESS POST
 LW1813'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2682 ***********************************************************************
 LX2682  DESIGNATION -  46 T OF TORRINGTON
 LX2682  PID         -  LX2682
 LX2682  STATE/COUNTY-  CT/LITCHFIELD
 LX2682  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2682
 LX2682                         *CURRENT SURVEY CONTROL
 LX2682  ___________________________________________________________________
 LX2682* NAD 83(1986)-  41 48 47.     (N)    073 08 00.     (W)     SCALED    
 LX2682* NAVD 88     -       192.661  (meters)     632.09   (feet)  ADJUSTED  
 LX2682  ___________________________________________________________________
 LX2682  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2682  DYNAMIC HT  -         192.597 (meters)     631.88  (feet)  COMP
 LX2682  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX2682
 LX2682  VERT ORDER  -  FIRST     CLASS II
 LX2682
 LX2682.The horizontal coordinates were scaled from a topographic map and have
 LX2682.an estimated accuracy of +/- 6 seconds.
 LX2682
 LX2682.The orthometric height was determined by differential leveling
 LX2682.and adjusted by the National Geodetic Survey in June 1991..
 LX2682
 LX2682.The geoid height was determined by GEOID03.
 LX2682
 LX2682.The dynamic height is computed by dividing the NAVD 88
 LX2682.geopotential number by the normal gravity value computed on the
 LX2682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2682.degrees latitude (g = 980.6199 gals.).
 LX2682
 LX2682.The modeled gravity was interpolated from observed gravity values.
 LX2682
 LX2682;                    North         East    Units  Estimated Accuracy
 LX2682;SPC CT       -   261,280.      272,950.      MT  (+/- 180 meters Scaled)
 LX2682
 LX2682                          SUPERSEDED SURVEY CONTROL
 LX2682
 LX2682.No superseded survey control is available for this station.
 LX2682
 LX2682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM550307(NAD 83)
 LX2682_MARKER: DD = SURVEY DISK
 LX2682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2682_SP_SET: CONCRETE POST
 LX2682_STAMPING: 46
 LX2682_MARK LOGO: CTGS  
 LX2682_PROJECTION: FLUSH
 LX2682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2682+STABILITY: SURFACE MOTION
 LX2682
 LX2682  HISTORY     - Date     Condition        Report By
 LX2682  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2682  HISTORY     - 1985     GOOD             NGS
 LX2682
 LX2682                          STATION DESCRIPTION
 LX2682
 LX2682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2682'1.0 KM (0.6 MI) WEST FROM TORRINGTON.
 LX2682'1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF MAIN
 LX2682'STREET IN TORRINGTON TO THE MARK ON THE LEFT, IN THE EAST END OF THE
 LX2682'GRASSY TRIANGLE FORMED BY THE JUNCTION OF UNION PLACE AND MIGEON
 LX2682'AVENUE, 6.15 METERS (20.2 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LX2682'8.83 METERS (29.0 FT) WEST OF THE CENTER OF UNION PLACE, 15.54 METERS
 LX2682'(51.0 FT) NORTHEAST OF A 40-INCH ELM TREE, 25.0 METERS (82.0 FT)
 LX2682'NORTH-NORTHWEST OF POWER POLE NUMBER 352.
 LX2682'THE MARK IS 0.20 METERS  N FROM  A WITNESS POST
 LX2682'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3366 ***********************************************************************
 LX3366  DESIGNATION -  4600
 LX3366  PID         -  LX3366
 LX3366  STATE/COUNTY-  CT/NEW LONDON
 LX3366  USGS QUAD   -  MONTVILLE (1983)
 LX3366
 LX3366                         *CURRENT SURVEY CONTROL
 LX3366  ___________________________________________________________________
 LX3366* NAD 83(1986)-  41 29 53.     (N)    072 13 23.     (W)     SCALED    
 LX3366* NAVD 88     -       126.842  (meters)     416.15   (feet)  ADJUSTED  
 LX3366  ___________________________________________________________________
 LX3366  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX3366  DYNAMIC HT  -         126.795 (meters)     415.99  (feet)  COMP
 LX3366  MODELED GRAV-     980,253.5   (mgal)                       NAVD 88
 LX3366
 LX3366  VERT ORDER  -  FIRST     CLASS II
 LX3366
 LX3366.The horizontal coordinates were scaled from a topographic map and have
 LX3366.an estimated accuracy of +/- 6 seconds.
 LX3366
 LX3366.The orthometric height was determined by differential leveling
 LX3366.and adjusted by the National Geodetic Survey in June 1991..
 LX3366
 LX3366.The geoid height was determined by GEOID03.
 LX3366
 LX3366.The dynamic height is computed by dividing the NAVD 88
 LX3366.geopotential number by the normal gravity value computed on the
 LX3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3366.degrees latitude (g = 980.6199 gals.).
 LX3366
 LX3366.The modeled gravity was interpolated from observed gravity values.
 LX3366
 LX3366;                    North         East    Units  Estimated Accuracy
 LX3366;SPC CT       -   226,360.      348,800.      MT  (+/- 180 meters Scaled)
 LX3366
 LX3366                          SUPERSEDED SURVEY CONTROL
 LX3366
 LX3366.No superseded survey control is available for this station.
 LX3366
 LX3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL317977(NAD 83)
 LX3366_MARKER: DD = SURVEY DISK
 LX3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3366_SP_SET: CONCRETE POST
 LX3366_STAMPING: 4600
 LX3366_MARK LOGO: CTGS  
 LX3366_PROJECTION: RECESSED 5 CENTIMETERS
 LX3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3366+STABILITY: SURFACE MOTION
 LX3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3366+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 LX3366
 LX3366  HISTORY     - Date     Condition        Report By
 LX3366  HISTORY     - 1975     MONUMENTED       CTGS
 LX3366  HISTORY     - 1986     GOOD             NGS
 LX3366  HISTORY     - 1989     GOOD             USPSQD
 LX3366  HISTORY     - 19900428 GOOD             USPSQD
 LX3366  HISTORY     - 19901129 GOOD             USPSQD
 LX3366  HISTORY     - 20040418 GOOD             USPSQD
 LX3366  HISTORY     - 20060410 GOOD             USPSQD
 LX3366
 LX3366                          STATION DESCRIPTION
 LX3366
 LX3366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3366'IN SALEM.
 LX3366'IN SALEM, AT THE JUNCTION OF STATE HIGHWAYS 82 AND 354 AND OLD
 LX3366'COLCHESTER ROAD, 7.16 METERS (23.5 FT) SOUTH-SOUTHEAST OF
 LX3366'CENTERLINE OF STATE HIGHWAY 82, 17.89 METERS (58.7 FT) NORTHEAST OF A
 LX3366'CORNER FENCE POST, 8.50 METERS (27.9 FT) SOUTHWEST OF UTILITY POLE NO.
 LX3366'461 WITH THREE GUT WIRES, 2.74 METERS (9.0 FT) SOUTHWEST OF A SIGN
 LX3366'READING (GARDNER LAKE), 1.22 METERS (4.0 FT) NORTH-NORTHWEST OF A WEB
 LX3366'WIRE FENCE.
 LX3366'THE MARK IS 1.07 METERS  NNW FROM  A WITNESS POST
 LX3366'THE MARK IS 0.09 M ABOVE HIGHWAY 82.
 LX3366
 LX3366                          STATION RECOVERY (1989)
 LX3366
 LX3366'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3366'RECOVERED IN GOOD CONDITION.
 LX3366
 LX3366                          STATION RECOVERY (1990)
 LX3366
 LX3366'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3366'RECOVERED IN GOOD CONDITION.
 LX3366
 LX3366                          STATION RECOVERY (1990)
 LX3366
 LX3366'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3366'RECOVERED IN GOOD CONDITION.
 LX3366
 LX3366                          STATION RECOVERY (2004)
 LX3366
 LX3366'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3366'RECOVERED IN GOOD CONDITION.
 LX3366
 LX3366                          STATION RECOVERY (2006)
 LX3366
 LX3366'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3452 ***********************************************************************
 LX3452  DESIGNATION -  4612
 LX3452  PID         -  LX3452
 LX3452  STATE/COUNTY-  CT/NEW LONDON
 LX3452  USGS QUAD   -  OLD LYME (1976)
 LX3452
 LX3452                         *CURRENT SURVEY CONTROL
 LX3452  ___________________________________________________________________
 LX3452* NAD 83(1996)-  41 21 26.     (N)    072 15 02.     (W)     SCALED    
 LX3452* NAVD 88     -        62.269  (meters)     204.29   (feet)  ADJUSTED  
 LX3452  ___________________________________________________________________
 LX3452  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3452  DYNAMIC HT  -          62.247 (meters)     204.22  (feet)  COMP
 LX3452  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LX3452
 LX3452  VERT ORDER  -  FIRST     CLASS II
 LX3452
 LX3452.The horizontal coordinates were scaled from a topographic map and have
 LX3452.an estimated accuracy of +/- 6 seconds.
 LX3452
 LX3452.The orthometric height was determined by differential leveling
 LX3452.and adjusted by the National Geodetic Survey in June 1991..
 LX3452
 LX3452.The geoid height was determined by GEOID03.
 LX3452
 LX3452.The dynamic height is computed by dividing the NAVD 88
 LX3452.geopotential number by the normal gravity value computed on the
 LX3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3452.degrees latitude (g = 980.6199 gals.).
 LX3452
 LX3452.The modeled gravity was interpolated from observed gravity values.
 LX3452
 LX3452;                    North         East    Units  Estimated Accuracy
 LX3452;SPC CT       -   210,700.      346,590.      MT  (+/- 180 meters Scaled)
 LX3452
 LX3452                          SUPERSEDED SURVEY CONTROL
 LX3452
 LX3452  NGVD 29 (07/19/86)   63.     (m)          207.     (f) VERT ANG       
 LX3452
 LX3452.Superseded values are not recommended for survey control.
 LX3452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3452.See file dsdata.txt to determine how the superseded data were derived.
 LX3452
 LX3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL299820(NAD 83)
 LX3452_MARKER: DD = SURVEY DISK
 LX3452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3452_SP_SET: CONCRETE POST
 LX3452_STAMPING: 4612
 LX3452_MARK LOGO: CTGS  
 LX3452_PROJECTION: FLUSH
 LX3452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3452+STABILITY: SURFACE MOTION
 LX3452
 LX3452  HISTORY     - Date     Condition        Report By
 LX3452  HISTORY     - 1975     MONUMENTED       CTGS
 LX3452  HISTORY     - 1986     GOOD             NGS
 LX3452  HISTORY     - 1989     GOOD             USPSQD
 LX3452  HISTORY     - 19900414 GOOD             USPSQD
 LX3452  HISTORY     - 19901206 GOOD             USPSQD
 LX3452
 LX3452                          STATION DESCRIPTION
 LX3452
 LX3452'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (TB)
 LX3452'THE STATION IS ABOUT 2-1/4 MILES NORTH OF I-95, 1-1/4 MILES
 LX3452'SOUTHWEST OF THE CENTER OF PATAGUANSET LAKE, AND 1 MILES SOUTH
 LX3452'OF ARTILLERY HILL.
 LX3452'
 LX3452'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 51 (BOSTON
 LX3452'POST ROAD) AND ROUTE 161 (CHESTERFIELD ROAD) IN FLANDERS, GO
 LX3452'WESTERLY ON ROUTE 51 FOR 2.4 MILES TO THE STATION ON THE RIGHT.
 LX3452'
 LX3452'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISC,
 LX3452'STAMPED 4612.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48
 LX3452'INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1 INCH
 LX3452'BELOW THE GROUND.  IT IS 42.0 FEET EAST OF SOUTHERN NEW ENGLAND
 LX3452'TELEPHONE POLE 1923, 17.8 FEET NORTH OF THE CENTERLINE OF THE
 LX3452'ROAD, AND 11.5 FEET WEST OF THE CENTERLINE OF A GRAVEL DRIVE.
 LX3452'
 LX3452'REFERENCE MARK 1 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/4
 LX3452'INCH DRILL HOLE, IN THE TOP OF A 5 INCH BY 5 INCH REINFORCED
 LX3452'CONCRETE POST.  IT IS 26.0 FEET NORTH OF THE CENTERLINE OF
 LX3452'ROUTE 51 AND 9.2 FEET EAST OF THE CENTER OF THE BARWAY.  RM 1
 LX3452'TO RP 1 IS 52.04 FEET.
 LX3452'
 LX3452'REFERENCE MARK 2 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/4
 LX3452'INCH DRILL HOLE, IN THE EDGE OF THE PAVEMENT.  IT IS 9.8 FEET
 LX3452'NORTH OF THE CENTERLINE OF ROUTE 51 AND 3.8 FEET EAST OF THE
 LX3452'CENTER OF THE BARWAY.  RM 1 TO RM 2 IS 12.30 FEET.
 LX3452'
 LX3452'REFERENCE MARK 3 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/4
 LX3452'INCH DRILL HOLE, IN THE TOP OF A STONE WALL.  IT IS 23.5 FEET
 LX3452'NORTH OF THE CENTERLINE OF ROUTE 51 AND 28.5 FEET EAST OF
 LX3452'SOUTHERN NEW ENGLAND TELEPHONE POLE 1923.  RM 3 TO RP 1 IS
 LX3452'21.60 FEET.
 LX3452'
 LX3452'REFERENCE POINT 1 (A PT.) IS A DRILL HOLE IN THE TOP OF A 1
 LX3452'INCH STEEL PIN SET FLUSH WITH THE GROUND.  IT IS 40.7 FEET NORTH
 LX3452'OF THE CENTERLINE OF ROUTE 51 AND 26.1 FEET NORTHEAST OF
 LX3452'SOUTHERN NEW ENGLAND TELEPHONE POLE 1923.
 LX3452'
 LX3452'4613 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3452'BRASS DISC, STAMPED 4613, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LX3452'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1
 LX3452'INCH BELOW THE GROUND.  IT IS 47.7 FEET NORTHWEST OF SOUTHERN
 LX3452'NEW ENGLAND TELEPHONE POLE 1917, 22.2 FEET NORTHEAST OF THE
 LX3452'CENTERLINE OF ROUTE 51, 25.6 FEET NORTHWEST OF THE CENTERLINE
 LX3452'OF SCOTT ROAD AND 574 FEET NORTHEAST OF THE STATION.
 LX3452'
 LX3452'4614 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3452'BRASS DISC, STAMPED 4614, SET IN A LEDGE OUTCROP.  IT IS 59.0
 LX3452'FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY CONCRETE
 LX3452'BUILDING (SCOTTS ORCHARD), 50.2 FEET SOUTH OF THE CENTERLINE OF
 LX3452'ROUTE 51, 43.9 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3452'POLE 1932 AND 1,000 FEET SOUTH OF THE STATION.
 LX3452'
 LX3452'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 LX3452
 LX3452                          STATION RECOVERY (1986)
 LX3452
 LX3452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3452'4.0 KM (2.5 MI) WEST FROM FLANDERS.
 LX3452'4.0 KM (2.5 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3452'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE RIGHT.  IT IS 5.9 METERS
 LX3452'(19.5 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 12.7 METERS
 LX3452'(41.9 FT) NORTHWEST OF POWER POLE NO. 1923 AND 2.5 METERS (8.5 FT)
 LX3452'SOUTHWEST OF THE CENTER OF A FIELD ROAD.
 LX3452'THE MARK IS .33 METERS  E FROM  A WITNESS POST
 LX3452'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3452
 LX3452                          STATION RECOVERY (1989)
 LX3452
 LX3452'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3452'RECOVERED IN GOOD CONDITION.
 LX3452
 LX3452                          STATION RECOVERY (1990)
 LX3452
 LX3452'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3452'RECOVERED IN GOOD CONDITION.
 LX3452
 LX3452                          STATION RECOVERY (1990)
 LX3452
 LX3452'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3451 ***********************************************************************
 LX3451  DESIGNATION -  4614
 LX3451  PID         -  LX3451
 LX3451  STATE/COUNTY-  CT/NEW LONDON
 LX3451  USGS QUAD   -  OLD LYME (1976)
 LX3451
 LX3451                         *CURRENT SURVEY CONTROL
 LX3451  ___________________________________________________________________
 LX3451* NAD 83(1986)-  41 21 17.     (N)    072 15 04.     (W)     SCALED    
 LX3451* NAVD 88     -        64.918  (meters)     212.99   (feet)  ADJUSTED  
 LX3451  ___________________________________________________________________
 LX3451  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX3451  DYNAMIC HT  -          64.896 (meters)     212.91  (feet)  COMP
 LX3451  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LX3451
 LX3451  VERT ORDER  -  FIRST     CLASS II
 LX3451
 LX3451.The horizontal coordinates were scaled from a topographic map and have
 LX3451.an estimated accuracy of +/- 6 seconds.
 LX3451
 LX3451.The orthometric height was determined by differential leveling
 LX3451.and adjusted by the National Geodetic Survey in June 1991..
 LX3451
 LX3451.The geoid height was determined by GEOID03.
 LX3451
 LX3451.The dynamic height is computed by dividing the NAVD 88
 LX3451.geopotential number by the normal gravity value computed on the
 LX3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3451.degrees latitude (g = 980.6199 gals.).
 LX3451
 LX3451.The modeled gravity was interpolated from observed gravity values.
 LX3451
 LX3451;                    North         East    Units  Estimated Accuracy
 LX3451;SPC CT       -   210,430.      346,550.      MT  (+/- 180 meters Scaled)
 LX3451
 LX3451                          SUPERSEDED SURVEY CONTROL
 LX3451
 LX3451.No superseded survey control is available for this station.
 LX3451
 LX3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL299817(NAD 83)
 LX3451_MARKER: DD = SURVEY DISK
 LX3451_SETTING: 66 = SET IN ROCK OUTCROP
 LX3451_SP_SET: ROCK OUTCROP
 LX3451_STAMPING: 4614
 LX3451_MARK LOGO: CTGS  
 LX3451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3451+STABILITY: POSITION/ELEVATION WELL
 LX3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3451+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 LX3451
 LX3451  HISTORY     - Date     Condition        Report By
 LX3451  HISTORY     - 1975     MONUMENTED       CTGS
 LX3451  HISTORY     - 1986     GOOD             NGS
 LX3451  HISTORY     - 1989     GOOD             USPSQD
 LX3451  HISTORY     - 19900414 GOOD             USPSQD
 LX3451  HISTORY     - 19901206 GOOD             USPSQD
 LX3451  HISTORY     - 20040514 GOOD             USPSQD
 LX3451
 LX3451                          STATION DESCRIPTION
 LX3451
 LX3451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3451'4.3 KM (2.7 MI) WEST FROM FLANDERS.
 LX3451'4.3 KM (2.65 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3451'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT.  IT IS 15.5 METERS
 LX3451'(51.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 16.8 METERS
 LX3451'(55.4 FT) WEST OF THE NORTHWEST CORNER OF A LOADING PLATFORM AND 13.4
 LX3451'METERS (44.0 FT) EAST OF POWER POLE NO. 1932.
 LX3451'THE MARK IS 2.1 M ABOVE HIGHWAY 1.
 LX3451
 LX3451                          STATION RECOVERY (1989)
 LX3451
 LX3451'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3451'RECOVERED IN GOOD CONDITION.
 LX3451
 LX3451                          STATION RECOVERY (1990)
 LX3451
 LX3451'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3451'RECOVERED IN GOOD CONDITION.
 LX3451
 LX3451                          STATION RECOVERY (1990)
 LX3451
 LX3451'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3451'RECOVERED IN GOOD CONDITION.
 LX3451
 LX3451                          STATION RECOVERY (2004)
 LX3451
 LX3451'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3456 ***********************************************************************
 LX3456  DESIGNATION -  47
 LX3456  PID         -  LX3456
 LX3456  STATE/COUNTY-  CT/NEW LONDON
 LX3456  USGS QUAD   -  NIANTIC (1983)
 LX3456
 LX3456                         *CURRENT SURVEY CONTROL
 LX3456  ___________________________________________________________________
 LX3456* NAD 83(1986)-  41 22 00.     (N)    072 13 35.     (W)     SCALED    
 LX3456* NAVD 88     -        30.335  (meters)      99.52   (feet)  ADJUSTED  
 LX3456  ___________________________________________________________________
 LX3456  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX3456  DYNAMIC HT  -          30.324 (meters)      99.49  (feet)  COMP
 LX3456  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LX3456
 LX3456  VERT ORDER  -  FIRST     CLASS II
 LX3456
 LX3456.The horizontal coordinates were scaled from a topographic map and have
 LX3456.an estimated accuracy of +/- 6 seconds.
 LX3456
 LX3456.The orthometric height was determined by differential leveling
 LX3456.and adjusted by the National Geodetic Survey in June 1991..
 LX3456
 LX3456.The geoid height was determined by GEOID03.
 LX3456
 LX3456.The dynamic height is computed by dividing the NAVD 88
 LX3456.geopotential number by the normal gravity value computed on the
 LX3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3456.degrees latitude (g = 980.6199 gals.).
 LX3456
 LX3456.The modeled gravity was interpolated from observed gravity values.
 LX3456
 LX3456;                    North         East    Units  Estimated Accuracy
 LX3456;SPC CT       -   211,760.      348,610.      MT  (+/- 180 meters Scaled)
 LX3456
 LX3456                          SUPERSEDED SURVEY CONTROL
 LX3456
 LX3456.No superseded survey control is available for this station.
 LX3456
 LX3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL319831(NAD 83)
 LX3456_MARKER: DD = SURVEY DISK
 LX3456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3456_SP_SET: CONCRETE POST
 LX3456_STAMPING: 47
 LX3456_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3456+STABILITY: SURFACE MOTION
 LX3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3456+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 LX3456
 LX3456  HISTORY     - Date     Condition        Report By
 LX3456  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3456  HISTORY     - 1986     GOOD             NGS
 LX3456  HISTORY     - 1989     GOOD             USPSQD
 LX3456  HISTORY     - 19900414 GOOD             USPSQD
 LX3456  HISTORY     - 19901206 GOOD             USPSQD
 LX3456  HISTORY     - 2000     GOOD             USPSQD
 LX3456  HISTORY     - 20011002 POOR             USPSQD
 LX3456  HISTORY     - 20030429 GOOD             USPSQD
 LX3456
 LX3456                          STATION DESCRIPTION
 LX3456
 LX3456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3456'1.6 KM (1.0 MI) WEST FROM FLANDERS.
 LX3456'1.6 KM (1.0 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3456'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT.  IT IS 12.1 METERS
 LX3456'(40.0 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 13.1 METERS
 LX3456'(43.2 FT) WEST OF POWER POLE NO. 1430.
 LX3456'THE MARK IS 0.27 METERS  N FROM  A WITNESS POST
 LX3456'THE MARK IS 0.18 M ABOVE U.S. HIGHWAY 1.
 LX3456
 LX3456                          STATION RECOVERY (1989)
 LX3456
 LX3456'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3456'RECOVERED IN GOOD CONDITION.
 LX3456
 LX3456                          STATION RECOVERY (1990)
 LX3456
 LX3456'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3456'RECOVERED IN GOOD CONDITION.
 LX3456
 LX3456                          STATION RECOVERY (1990)
 LX3456
 LX3456'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3456'RECOVERED IN GOOD CONDITION.
 LX3456
 LX3456                          STATION RECOVERY (2000)
 LX3456
 LX3456'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX3456'RECOVERED IN GOOD CONDITION.
 LX3456
 LX3456                          STATION RECOVERY (2001)
 LX3456
 LX3456'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3456'MARK RECOVERED IN POOR CONDITION.
 LX3456
 LX3456                          STATION RECOVERY (2003)
 LX3456
 LX3456'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1639 ***********************************************************************
 LX1639  DESIGNATION -  47 C OF MERIDEN
 LX1639  PID         -  LX1639
 LX1639  STATE/COUNTY-  CT/NEW HAVEN
 LX1639  USGS QUAD   -  MERIDEN (1992)
 LX1639
 LX1639                         *CURRENT SURVEY CONTROL
 LX1639  ___________________________________________________________________
 LX1639* NAD 83(1986)-  41 31 52.     (N)    072 47 41.     (W)     SCALED    
 LX1639* NAVD 88     -        87.177  (meters)     286.01   (feet)  ADJUSTED  
 LX1639  ___________________________________________________________________
 LX1639  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX1639  DYNAMIC HT  -          87.150 (meters)     285.92  (feet)  COMP
 LX1639  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 LX1639
 LX1639  VERT ORDER  -  FIRST     CLASS II
 LX1639
 LX1639.The horizontal coordinates were scaled from a topographic map and have
 LX1639.an estimated accuracy of +/- 6 seconds.
 LX1639
 LX1639.The orthometric height was determined by differential leveling
 LX1639.and adjusted by the National Geodetic Survey in June 1991..
 LX1639
 LX1639.The geoid height was determined by GEOID03.
 LX1639
 LX1639.The dynamic height is computed by dividing the NAVD 88
 LX1639.geopotential number by the normal gravity value computed on the
 LX1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1639.degrees latitude (g = 980.6199 gals.).
 LX1639
 LX1639.The modeled gravity was interpolated from observed gravity values.
 LX1639
 LX1639;                    North         East    Units  Estimated Accuracy
 LX1639;SPC CT       -   229,900.      301,070.      MT  (+/- 180 meters Scaled)
 LX1639
 LX1639                          SUPERSEDED SURVEY CONTROL
 LX1639
 LX1639.No superseded survey control is available for this station.
 LX1639
 LX1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM839000(NAD 83)
 LX1639_STAMPING: 47
 LX1639_MARK LOGO: CT0370
 LX1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1639+STABILITY: SURFACE MOTION
 LX1639
 LX1639  HISTORY     - Date     Condition        Report By
 LX1639  HISTORY     - UNK      MONUMENTED       CT0370
 LX1639  HISTORY     - 1978     GOOD             NGS
 LX1639  HISTORY     - 1985     GOOD             NGS
 LX1639
 LX1639                          STATION DESCRIPTION
 LX1639
 LX1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1639'IN MERIDEN.
 LX1639'0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 5, FROM THE COMMEMORATIVE
 LX1639'WORLD WAR MONUMENT AT THE JUNCTION OF HIGHWAY 5 AND EAST AND WEST
 LX1639'MAIN STREET IN MERIDEN, TO THE MARK ON THE LEFT, SET IN THE SOUTH-
 LX1639'WEST CONCRETE CORNER POST SUPPORTING A METAL FENCE AROUND BROAD
 LX1639'STREET CEMETERY, 19.5 FEET NORTHWEST OF A METAL STREET POLE
 LX1639'SUPPORTING A TRAFFIC SIGNAL, 32 FEET NORTHEAST OF THE CENTER LINE
 LX1639'OF OLIVE STREET, 62 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 5.
 LX1639
 LX1639                          STATION RECOVERY (1985)
 LX1639
 LX1639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1639'RECOVERED IN GOOD CONDITION, THE 1978 DESCRIPTION IS ADEQUATE WITH THE
 LX1639'FOLLOWING CHANGES, MARK IS ON THE RIGHT INSTEAD OF THE LEFT, MARK IS
 LX1639'0.61 METER (2.0 FT) ABOVE THE HIGHWAY INSTEAD OF 0.30 METER (1.0 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1818 ***********************************************************************
 LW1818  DESIGNATION -  4717
 LW1818  PID         -  LW1818
 LW1818  STATE/COUNTY-  CT/NEW LONDON
 LW1818  USGS QUAD   -  VOLUNTOWN (1975)
 LW1818
 LW1818                         *CURRENT SURVEY CONTROL
 LW1818  ___________________________________________________________________
 LW1818* NAD 83(1986)-  41 36 34.     (N)    071 50 25.     (W)     SCALED    
 LW1818* NAVD 88     -       118.955  (meters)     390.27   (feet)  ADJUSTED  
 LW1818  ___________________________________________________________________
 LW1818  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1818  DYNAMIC HT  -         118.911 (meters)     390.13  (feet)  COMP
 LW1818  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 LW1818
 LW1818  VERT ORDER  -  FIRST     CLASS II
 LW1818
 LW1818.The horizontal coordinates were scaled from a topographic map and have
 LW1818.an estimated accuracy of +/- 6 seconds.
 LW1818
 LW1818.The orthometric height was determined by differential leveling
 LW1818.and adjusted by the National Geodetic Survey in June 1991..
 LW1818
 LW1818.The geoid height was determined by GEOID03.
 LW1818
 LW1818.The dynamic height is computed by dividing the NAVD 88
 LW1818.geopotential number by the normal gravity value computed on the
 LW1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1818.degrees latitude (g = 980.6199 gals.).
 LW1818
 LW1818.The modeled gravity was interpolated from observed gravity values.
 LW1818
 LW1818;                    North         East    Units  Estimated Accuracy
 LW1818;SPC CT       -   238,990.      380,630.      MT  (+/- 180 meters Scaled)
 LW1818
 LW1818                          SUPERSEDED SURVEY CONTROL
 LW1818
 LW1818.No superseded survey control is available for this station.
 LW1818
 LW1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG633103(NAD 83)
 LW1818_MARKER: DD = SURVEY DISK
 LW1818_SETTING: 66 = SET IN ROCK OUTCROP
 LW1818_SP_SET: ROCK OUTCROP
 LW1818_STAMPING: 4717
 LW1818_MARK LOGO: CTGS  
 LW1818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1818+STABILITY: POSITION/ELEVATION WELL
 LW1818
 LW1818  HISTORY     - Date     Condition        Report By
 LW1818  HISTORY     - 1974     MONUMENTED       CTGS
 LW1818  HISTORY     - 1986     GOOD             NGS
 LW1818
 LW1818                          STATION DESCRIPTION
 LW1818
 LW1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1818'4.4 KM (2.75 MI) NORTH FROM VOLUNTOWN.
 LW1818'4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1818'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE JUNCTION OF BROWN ROAD,
 LW1818'THENCE 0.25 KM (0.15 MI) NORTHEAST ALONG BROWN ROAD TO THE MARK ON THE
 LW1818'RIGHT IN A ROCK OUTCROP WHICH MEASURES 0.61 METER (2.0 FT) BY 1.22
 LW1818'METERS (4.0 FT) ON THE NORTH SIDE OF A BITUMINOUS DRIVE LEADING TO A
 LW1818'ONE STORY FRAME HOUSE OWNED BY MR. CHARLES HNATYSHYN.  IT IS 5.79
 LW1818'METERS (19.0 FT) SOUTHEAST OF THE CENTER OF BROWN ROAD, 4.42 METERS
 LW1818'(14.5 FT) NORTHEAST OF THE CENTER OF THE BITUMINOUS DRIVE AND 2.80
 LW1818'METERS (9.2 FT) NORTHWEST OF UTILITY POLE NO. 292 WITH ONE GUY WIRE
 LW1818'AND TRANSFORMER.
 LW1818'THE MARK IS 0.30 M ABOVE BROWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW5589 ***********************************************************************
 LW5589  DESIGNATION -  4720
 LW5589  PID         -  LW5589
 LW5589  STATE/COUNTY-  CT/NEW LONDON
 LW5589  USGS QUAD   -  VOLUNTOWN (1975)
 LW5589
 LW5589                         *CURRENT SURVEY CONTROL
 LW5589  ___________________________________________________________________
 LW5589* NAD 83(1996)-  41 34 18.61485(N)    071 47 34.41044(W)     ADJUSTED  
 LW5589* NAVD 88     -       102.33   (+/-2cm)     335.7    (feet)  VERTCON   
 LW5589  ___________________________________________________________________
 LW5589  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LW5589  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW5589
 LW5589  HORZ ORDER  -  SECOND
 LW5589  VERT ORDER  -  THIRD ? (See Below)
 LW5589
 LW5589.The horizontal coordinates were established by classical geodetic methods
 LW5589.and adjusted by the National Geodetic Survey in August 1998..
 LW5589
 LW5589.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5589.The vertical order pertains to the NGVD 29 superseded value.
 LW5589
 LW5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5589
 LW5589.The geoid height was determined by GEOID03.
 LW5589
 LW5589;                    North         East     Units Scale Factor Converg.
 LW5589;SPC CT       -   234,859.586   384,624.142   MT  0.99998336   +0 38 04.6
 LW5589;SPC CT       -   770,535.16  1,261,887.71   sFT  0.99998336   +0 38 04.6
 LW5589;SPC RI       -    54,294.480    75,571.842   MT  1.00000109   -0 11 39.7
 LW5589;SPC RI       -   178,131.14    247,938.62   sFT  1.00000109   -0 11 39.7
 LW5589;UTM  19      - 4,606,007.091   267,144.125   MT  1.00026731   -1 51 14.7
 LW5589
 LW5589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5589!SPC CT       -   0.99998870  x   0.99998336  =   0.99997206
 LW5589!SPC RI       -   0.99998870  x   1.00000109  =   0.99998979
 LW5589!UTM  19      -   0.99998870  x   1.00026731  =   1.00025601
 LW5589
 LW5589                          SUPERSEDED SURVEY CONTROL
 LW5589
 LW5589  NAD 83(1992)-  41 34 18.61369(N)    071 47 34.40963(W) AD(       ) 2
 LW5589  NAD 83(1986)-  41 34 18.61328(N)    071 47 34.41006(W) AD(       ) 2
 LW5589  NGVD 29 (07/30/91)  102.59   (m)          336.6    (f) LEVELING    3  
 LW5589
 LW5589.Superseded values are not recommended for survey control.
 LW5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5589.See file dsdata.txt to determine how the superseded data were derived.
 LW5589
 LW5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6714406007(NAD 83)
 LW5589_MARKER: DD = SURVEY DISK
 LW5589_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LW5589_SP_SET: PREFAB CONC. POST IN EARTH
 LW5589_STAMPING: 4720
 LW5589_MARK LOGO: CTGS  
 LW5589_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW5589+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2003
 LW5589
 LW5589  HISTORY     - Date     Condition        Report By
 LW5589  HISTORY     - UNK      MONUMENTED
 LW5589  HISTORY     - 19890707 GOOD             RIGS
 LW5589  HISTORY     - 20020710 GOOD             USPS
 LW5589  HISTORY     - 20031230 GOOD             INDIV
 LW5589
 LW5589                          STATION DESCRIPTION
 LW5589
 LW5589'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5589'THE STATION IS LOCATED NEAR BEACH POND.
 LW5589'TO REACH THE STATION FROM THE VOLUNTOWN POST OFFICE GO EAST ON ROUTE
 LW5589'138 FOR 3 KM (1.85 MI) TO THE INTERSECTION OF RTE 165 AND RTE 138.
 LW5589'PROCEED EASTERLY ON RTE 165 FOR 3.4 KM (2.10 MI) TO THE STATION ON THE
 LW5589'RIGHT. (MARK IS 0.5 KM (0.30 MI) WEST FROM RI/CT LINE)
 LW5589'THE STATION IS 14.75 M (48.4 FT) SOUTH FROM THE CENTERLINE OF RTE 165,
 LW5589'ON THE TOP OF A 4.5 M (14.8 FT) EMBANKMENT, 10.36 M (34.0 FT) WEST
 LW5589'FROM CL+P POLE 653, 12.3 M (40.4 FT) NORTHWEST OF A PUNCH MARK IN A
 LW5589'HEX HEAD BRASS BOLT IN A .9 M (3.0 FT) BY .9 M (3.0 FT) BOULDER THAT
 LW5589'PROJECTS .6 M (2.0 FT) ABOVE THE GROUND, 11.83 M (38.8 FT) NORTH OF
 LW5589'PUNCH MARK IN A HEX HEAD BRASS BOLT IN A 1.23 M (4.0 FT) BY 1.83 M
 LW5589'(6.0 FT) BOULDER THAT PROJECTS .75 M (2.5 FT) ABOVE THE SURFACE, AND
 LW5589'8.86 M (29.1 FT) NORTHEAST OF A PUNCH MARK IN A HEX HEAD BRASS BOLT IN
 LW5589'A .9 M (3.0 FT) BY .6 M (2.0 FT) BOULDER THAT PROJECTS .3 M (1.0 FT)
 LW5589'ABOVE THE GROUND.
 LW5589
 LW5589                          STATION RECOVERY (2002)
 LW5589
 LW5589'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW5589'RECOVERED IN GOOD CONDITION.
 LW5589
 LW5589                          STATION RECOVERY (2003)
 LW5589
 LW5589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW5589'FOUND STATION AND TWO BOLTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1825 ***********************************************************************
 LW1825  DESIGNATION -  4722
 LW1825  PID         -  LW1825
 LW1825  STATE/COUNTY-  CT/NEW LONDON
 LW1825  USGS QUAD   -  VOLUNTOWN (1975)
 LW1825
 LW1825                         *CURRENT SURVEY CONTROL
 LW1825  ___________________________________________________________________
 LW1825* NAD 83(1986)-  41 34 36.     (N)    071 51 14.     (W)     SCALED    
 LW1825* NAVD 88     -        86.733  (meters)     284.56   (feet)  ADJUSTED  
 LW1825  ___________________________________________________________________
 LW1825  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW1825  DYNAMIC HT  -          86.701 (meters)     284.45  (feet)  COMP
 LW1825  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 LW1825
 LW1825  VERT ORDER  -  FIRST     CLASS II
 LW1825
 LW1825.The horizontal coordinates were scaled from a topographic map and have
 LW1825.an estimated accuracy of +/- 6 seconds.
 LW1825
 LW1825.The orthometric height was determined by differential leveling
 LW1825.and adjusted by the National Geodetic Survey in June 1991..
 LW1825
 LW1825.The geoid height was determined by GEOID03.
 LW1825
 LW1825.The dynamic height is computed by dividing the NAVD 88
 LW1825.geopotential number by the normal gravity value computed on the
 LW1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1825.degrees latitude (g = 980.6199 gals.).
 LW1825
 LW1825.The modeled gravity was interpolated from observed gravity values.
 LW1825
 LW1825;                    North         East    Units  Estimated Accuracy
 LW1825;SPC CT       -   235,340.      379,530.      MT  (+/- 180 meters Scaled)
 LW1825
 LW1825                          SUPERSEDED SURVEY CONTROL
 LW1825
 LW1825.No superseded survey control is available for this station.
 LW1825
 LW1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG620067(NAD 83)
 LW1825_MARKER: DD = SURVEY DISK
 LW1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1825_SP_SET: CONCRETE POST
 LW1825_STAMPING: 4722
 LW1825_MARK LOGO: CTGS  
 LW1825_PROJECTION: FLUSH
 LW1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1825+STABILITY: SURFACE MOTION
 LW1825
 LW1825  HISTORY     - Date     Condition        Report By
 LW1825  HISTORY     - 1975     MONUMENTED       CTGS
 LW1825  HISTORY     - 1986     GOOD             NGS
 LW1825
 LW1825                          STATION DESCRIPTION
 LW1825
 LW1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1825'IN VOLUNTOWN.
 LW1825'IN VOLUNTOWN AT THE JUNCTION OF STATE HIGHWAY 49 (EKONK HILL ROAD) AND
 LW1825'STATE HIGHWAYS 138 AND 165 (BEACH POND ROAD) IN THE NORTHEAST ANGLE
 LW1825'OF THE JUNCTION.  IT IS 17.68 METERS (58.0 FT) NORTH OF THE CENTERLINE
 LW1825'OF STATE HIGHWAYS 138 AND 165, 10.67 METERS (35.0 FT) SOUTHEAST OF THE
 LW1825'CENTERLINE OF STATE HIGHWAY 49, 27.22 METERS (89.3 FT) SOUTHEAST OF
 LW1825'THE SOUTHEAST CORNER OF A 2 STORY FRAME HOUSE ON THE WEST SIDE OF
 LW1825'STATE HIGHWAY 49 AND 3.66 METERS (12.0 FT) SOUTHWEST OF UTILITY POLE
 LW1825'NO. 447 WITH TWO GUY WIRES AND STREET LAMP.
 LW1825'THE MARK IS 0.30 M ABOVE HIGHWAY 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1823 ***********************************************************************
 LW1823  DESIGNATION -  4723
 LW1823  PID         -  LW1823
 LW1823  STATE/COUNTY-  CT/NEW LONDON
 LW1823  USGS QUAD   -  VOLUNTOWN (1975)
 LW1823
 LW1823                         *CURRENT SURVEY CONTROL
 LW1823  ___________________________________________________________________
 LW1823* NAD 83(1986)-  41 34 50.     (N)    071 51 10.     (W)     SCALED    
 LW1823* NAVD 88     -        87.560  (meters)     287.27   (feet)  ADJUSTED  
 LW1823  ___________________________________________________________________
 LW1823  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW1823  DYNAMIC HT  -          87.528 (meters)     287.16  (feet)  COMP
 LW1823  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 LW1823
 LW1823  VERT ORDER  -  FIRST     CLASS II
 LW1823
 LW1823.The horizontal coordinates were scaled from a topographic map and have
 LW1823.an estimated accuracy of +/- 6 seconds.
 LW1823
 LW1823.The orthometric height was determined by differential leveling
 LW1823.and adjusted by the National Geodetic Survey in June 1991..
 LW1823
 LW1823.The geoid height was determined by GEOID03.
 LW1823
 LW1823.The dynamic height is computed by dividing the NAVD 88
 LW1823.geopotential number by the normal gravity value computed on the
 LW1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1823.degrees latitude (g = 980.6199 gals.).
 LW1823
 LW1823.The modeled gravity was interpolated from observed gravity values.
 LW1823
 LW1823;                    North         East    Units  Estimated Accuracy
 LW1823;SPC CT       -   235,770.      379,620.      MT  (+/- 180 meters Scaled)
 LW1823
 LW1823                          SUPERSEDED SURVEY CONTROL
 LW1823
 LW1823.No superseded survey control is available for this station.
 LW1823
 LW1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG621071(NAD 83)
 LW1823_MARKER: DD = SURVEY DISK
 LW1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1823_SP_SET: CONCRETE POST
 LW1823_STAMPING: 4723
 LW1823_MARK LOGO: CTGS  
 LW1823_PROJECTION: RECESSED 10 CENTIMETERS
 LW1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1823+STABILITY: SURFACE MOTION
 LW1823
 LW1823  HISTORY     - Date     Condition        Report By
 LW1823  HISTORY     - UNK      MONUMENTED       CTGS
 LW1823  HISTORY     - 1986     GOOD             NGS
 LW1823
 LW1823                          STATION DESCRIPTION
 LW1823
 LW1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1823'0.5 KM (0.3 MI) NORTH FROM VOLUNTOWN.
 LW1823'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1823'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE MARK ON THE RIGHT AND
 LW1823'JUST SOUTH OF A ROAD LEADING INTO NATURES CAMPSITES.  IT IS 10.36
 LW1823'METERS (34.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.17 METERS
 LW1823'(10.4 FT) SOUTHEAST OF UTILITY POLE NO. 66 WITH ONE GUY WIRE AND 1.95
 LW1823'METERS (6.4 FT) NORTHWEST OF A 30-INCH PINE TREE.
 LW1823'THE MARK IS 0.28 METERS  W FROM  A WITNESS POST
 LW1823'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1716 ***********************************************************************
 LW1716  DESIGNATION -  4744
 LW1716  PID         -  LW1716
 LW1716  STATE/COUNTY-  CT/NEW LONDON
 LW1716  USGS QUAD   -  JEWETT CITY (1984)
 LW1716
 LW1716                         *CURRENT SURVEY CONTROL
 LW1716  ___________________________________________________________________
 LW1716* NAD 83(1986)-  41 35 19.     (N)    071 58 32.     (W)     SCALED    
 LW1716* NAVD 88     -        74.149  (meters)     243.27   (feet)  ADJUSTED  
 LW1716  ___________________________________________________________________
 LW1716  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW1716  DYNAMIC HT  -          74.124 (meters)     243.19  (feet)  COMP
 LW1716  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LW1716
 LW1716  VERT ORDER  -  FIRST     CLASS II
 LW1716
 LW1716.The horizontal coordinates were scaled from a topographic map and have
 LW1716.an estimated accuracy of +/- 6 seconds.
 LW1716
 LW1716.The orthometric height was determined by differential leveling
 LW1716.and adjusted by the National Geodetic Survey in June 1991..
 LW1716
 LW1716.The geoid height was determined by GEOID03.
 LW1716
 LW1716.The dynamic height is computed by dividing the NAVD 88
 LW1716.geopotential number by the normal gravity value computed on the
 LW1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1716.degrees latitude (g = 980.6199 gals.).
 LW1716
 LW1716.The modeled gravity was interpolated from observed gravity values.
 LW1716
 LW1716;                    North         East    Units  Estimated Accuracy
 LW1716;SPC CT       -   236,570.      369,370.      MT  (+/- 180 meters Scaled)
 LW1716
 LW1716                          SUPERSEDED SURVEY CONTROL
 LW1716
 LW1716.No superseded survey control is available for this station.
 LW1716
 LW1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG519083(NAD 83)
 LW1716_MARKER: DD = SURVEY DISK
 LW1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1716_SP_SET: CONCRETE POST
 LW1716_STAMPING: 4744
 LW1716_MARK LOGO: CTGS  
 LW1716_PROJECTION: RECESSED 8 CENTIMETERS
 LW1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1716+STABILITY: SURFACE MOTION
 LW1716
 LW1716  HISTORY     - Date     Condition        Report By
 LW1716  HISTORY     - UNK      MONUMENTED       CTGS
 LW1716  HISTORY     - 1984     GOOD             NGS
 LW1716  HISTORY     - 19901006 GOOD             USPSQD
 LW1716
 LW1716                          STATION DESCRIPTION
 LW1716
 LW1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1716'1.8 KM (1.15 MI) SE FROM JEWETT CITY.
 LW1716'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1716'OF STATE HIGHWAY 12 IN JEWETT CITY, THENCE 0.6 KM (0.4 MI) SOUTH ALONG
 LW1716'STATE HIGHWAY 164 TO THE MARK ON THE LEFT, ON THE SOUTH SIDE OF A
 LW1716'PAVED DRIVE LEADING TO A TWO STORY FROME HOUSE NUMBER 24, 7.62 METERS
 LW1716'(25.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.44 METERS (11.3 FT)
 LW1716'SOUTH OF THE CENTER OF THE DRIVEWAY, 1.83 METERS (6.0 FT) NORTHEAST OF
 LW1716'THE NORTHEAST CORNER OF A CONCRETE HEADWALL FOR A CULVERT UNDER THE
 LW1716'HIGHWAY, 1.58 METERS (5.2 FT) NORTH OF UTILITY POLE 2965.
 LW1716'THE MARK IS 1.83 METERS  NE FROM A WITNESS POST.
 LW1716'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1716
 LW1716                          STATION RECOVERY (1990)
 LW1716
 LW1716'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1832 ***********************************************************************
 LW1832  DESIGNATION -  4753
 LW1832  PID         -  LW1832
 LW1832  STATE/COUNTY-  CT/NEW LONDON
 LW1832  USGS QUAD   -  JEWETT CITY (1984)
 LW1832
 LW1832                         *CURRENT SURVEY CONTROL
 LW1832  ___________________________________________________________________
 LW1832* NAD 83(1986)-  41 33 08.     (N)    071 53 07.     (W)     SCALED    
 LW1832* NAVD 88     -        76.781  (meters)     251.91   (feet)  ADJUSTED  
 LW1832  ___________________________________________________________________
 LW1832  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1832  DYNAMIC HT  -          76.754 (meters)     251.82  (feet)  COMP
 LW1832  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LW1832
 LW1832  VERT ORDER  -  FIRST     CLASS II
 LW1832
 LW1832.The horizontal coordinates were scaled from a topographic map and have
 LW1832.an estimated accuracy of +/- 6 seconds.
 LW1832
 LW1832.The orthometric height was determined by differential leveling
 LW1832.and adjusted by the National Geodetic Survey in June 1991..
 LW1832
 LW1832.The geoid height was determined by GEOID03.
 LW1832
 LW1832.The dynamic height is computed by dividing the NAVD 88
 LW1832.geopotential number by the normal gravity value computed on the
 LW1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1832.degrees latitude (g = 980.6199 gals.).
 LW1832
 LW1832.The modeled gravity was interpolated from observed gravity values.
 LW1832
 LW1832;                    North         East    Units  Estimated Accuracy
 LW1832;SPC CT       -   232,600.      376,940.      MT  (+/- 180 meters Scaled)
 LW1832
 LW1832                          SUPERSEDED SURVEY CONTROL
 LW1832
 LW1832.No superseded survey control is available for this station.
 LW1832
 LW1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG593040(NAD 83)
 LW1832_MARKER: DD = SURVEY DISK
 LW1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1832_SP_SET: CONCRETE POST
 LW1832_STAMPING: 4753
 LW1832_MARK LOGO: CTGS  
 LW1832_PROJECTION: FLUSH
 LW1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1832+STABILITY: SURFACE MOTION
 LW1832
 LW1832  HISTORY     - Date     Condition        Report By
 LW1832  HISTORY     - 1975     MONUMENTED       CTGS
 LW1832  HISTORY     - 1986     GOOD             NGS
 LW1832
 LW1832                          STATION DESCRIPTION
 LW1832
 LW1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1832'IN GLASGO.
 LW1832'IN GLASGO IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS
 LW1832'165 AND 201.  IT IS 13.17 METERS (43.2 FT) SOUTHWEST OF THE
 LW1832'CENTERLINE OF STATE HIGHWAY 201, 6.86 METERS (22.5 FT) SOUTH OF AND
 LW1832'ACROSS HIGHWAY 165 FROM UTILITY POLE NO. 439S WITH ONE GUY WIRE AND
 LW1832'ALSO USED AS A BRACE POLE FOR UTILITY POLE NO. 439 AND 21.79 METERS
 LW1832'(71.5 FT) WEST OF AND ACROSS HIGHWAY 201 FROM UTILITY POLE NO. 440
 LW1832'WITH TWO GUY WIRES AND STREET LAMP.
 LW1832'THE MARK IS 0.25 METERS  NNW FROM  A WITNESS POST
 LW1832'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1830 ***********************************************************************
 LW1830  DESIGNATION -  4754
 LW1830  PID         -  LW1830
 LW1830  STATE/COUNTY-  CT/NEW LONDON
 LW1830  USGS QUAD   -  JEWETT CITY (1984)
 LW1830
 LW1830                         *CURRENT SURVEY CONTROL
 LW1830  ___________________________________________________________________
 LW1830* NAD 83(1986)-  41 33 16.     (N)    071 52 51.     (W)     SCALED    
 LW1830* NAVD 88     -        80.931  (meters)     265.52   (feet)  ADJUSTED  
 LW1830  ___________________________________________________________________
 LW1830  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1830  DYNAMIC HT  -          80.902 (meters)     265.43  (feet)  COMP
 LW1830  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 LW1830
 LW1830  VERT ORDER  -  FIRST     CLASS II
 LW1830
 LW1830.The horizontal coordinates were scaled from a topographic map and have
 LW1830.an estimated accuracy of +/- 6 seconds.
 LW1830
 LW1830.The orthometric height was determined by differential leveling
 LW1830.and adjusted by the National Geodetic Survey in June 1991..
 LW1830
 LW1830.The geoid height was determined by GEOID03.
 LW1830
 LW1830.The dynamic height is computed by dividing the NAVD 88
 LW1830.geopotential number by the normal gravity value computed on the
 LW1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1830.degrees latitude (g = 980.6199 gals.).
 LW1830
 LW1830.The modeled gravity was interpolated from observed gravity values.
 LW1830
 LW1830;                    North         East    Units  Estimated Accuracy
 LW1830;SPC CT       -   232,850.      377,310.      MT  (+/- 180 meters Scaled)
 LW1830
 LW1830                          SUPERSEDED SURVEY CONTROL
 LW1830
 LW1830.No superseded survey control is available for this station.
 LW1830
 LW1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG597043(NAD 83)
 LW1830_MARKER: DD = SURVEY DISK
 LW1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1830_SP_SET: CONCRETE POST
 LW1830_STAMPING: 4754
 LW1830_MARK LOGO: CTGS  
 LW1830_PROJECTION: RECESSED 15 CENTIMETERS
 LW1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1830+STABILITY: SURFACE MOTION
 LW1830
 LW1830  HISTORY     - Date     Condition        Report By
 LW1830  HISTORY     - 1975     MONUMENTED       CTGS
 LW1830  HISTORY     - 1986     GOOD             NGS
 LW1830
 LW1830                          STATION DESCRIPTION
 LW1830
 LW1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1830'0.5 KM (0.3 MI) NE FROM GLASGO.
 LW1830'0.5 KM (0.3 MI) NORTHEAST ALONG STATE HIGHWAY 165 FROM THE
 LW1830'INTERSECTION OF STATE HIGHWAY 201 IN GLASGO TO THE MARK ON THE RIGHT
 LW1830'SOUTHWEST OF THE ENTRANCE TO KUTSKOS EGG FARM AND ACROSS HIGHWAY FROM
 LW1830'A 1 1/2 STORY FRAME HOUSE ON THE NORTH SIDE OF THE HIGHWAY.  IT IS
 LW1830'5.64 METERS (18.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 LW1830'HIGHWAY, 25.72 METERS (84.4 FT) SOUTH OF THE SOUTHEAST CORNER OF
 LW1830'HOUSE, 25.05 METERS (82.2 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 LW1830'HOUSE AND 21.94 METERS (72.0 FT) SOUTHEAST OF UTILITY POLE NO.
 LW1830'510 WITH TRANSFORMER.
 LW1830'THE MARK IS 0.25 METERS  N FROM  A WITNESS POST
 LW1830'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1835 ***********************************************************************
 LW1835  DESIGNATION -  4755
 LW1835  PID         -  LW1835
 LW1835  STATE/COUNTY-  CT/NEW LONDON
 LW1835  USGS QUAD   -  JEWETT CITY (1984)
 LW1835
 LW1835                         *CURRENT SURVEY CONTROL
 LW1835  ___________________________________________________________________
 LW1835* NAD 83(1996)-  41 32 22.     (N)    071 52 49.     (W)     SCALED    
 LW1835* NAVD 88     -        89.189  (meters)     292.61   (feet)  ADJUSTED  
 LW1835  ___________________________________________________________________
 LW1835  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1835  DYNAMIC HT  -          89.157 (meters)     292.51  (feet)  COMP
 LW1835  MODELED GRAV-     980,266.2   (mgal)                       NAVD 88
 LW1835
 LW1835  VERT ORDER  -  FIRST     CLASS II
 LW1835
 LW1835.The horizontal coordinates were scaled from a topographic map and have
 LW1835.an estimated accuracy of +/- 6 seconds.
 LW1835
 LW1835.The orthometric height was determined by differential leveling
 LW1835.and adjusted by the National Geodetic Survey in June 1991..
 LW1835
 LW1835.The geoid height was determined by GEOID03.
 LW1835
 LW1835.The dynamic height is computed by dividing the NAVD 88
 LW1835.geopotential number by the normal gravity value computed on the
 LW1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1835.degrees latitude (g = 980.6199 gals.).
 LW1835
 LW1835.The modeled gravity was interpolated from observed gravity values.
 LW1835
 LW1835;                    North         East    Units  Estimated Accuracy
 LW1835;SPC CT       -   231,190.      377,370.      MT  (+/- 180 meters Scaled)
 LW1835
 LW1835                          SUPERSEDED SURVEY CONTROL
 LW1835
 LW1835  NGVD 29 (07/19/86)   89.6    (m)          294.     (f) VERT ANG       
 LW1835
 LW1835.Superseded values are not recommended for survey control.
 LW1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1835.See file dsdata.txt to determine how the superseded data were derived.
 LW1835
 LW1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG597026(NAD 83)
 LW1835_MARKER: DD = SURVEY DISK
 LW1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1835_SP_SET: CONCRETE POST
 LW1835_STAMPING: 4755
 LW1835_MARK LOGO: CTGS  
 LW1835_PROJECTION: FLUSH
 LW1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1835+STABILITY: SURFACE MOTION
 LW1835
 LW1835  HISTORY     - Date     Condition        Report By
 LW1835  HISTORY     - 1975     MONUMENTED       CTGS
 LW1835  HISTORY     - 1986     GOOD             NGS
 LW1835
 LW1835                          STATION DESCRIPTION
 LW1835
 LW1835'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW1835'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF THE
 LW1835'JUNCTION OF CONNECTICUT ROUTE 138 AND 164 IN JEWETT CITY, 5-1/2
 LW1835'MILES NORTH OF THE JUNCTION OF CONNECTICUT ROUTES 201 AND 2 IN
 LW1835'NORTH STONINGTON AND 3 MILES SOUTHWEST OF THE JUNCTION OF
 LW1835'CONNECTICUT ROUTES 49 AND 165 IN VOLUNTOWN.
 LW1835'
 LW1835'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTE
 LW1835'165 AND 164 IN PRESTON CITY CENTER GO EASTERLY ON CONNECTICUT
 LW1835'ROUTE 165 FOR 4.9 MILES TO THE INTERSECTION OF CONNECTICUT
 LW1835'ROUTE 201.  TURN RIGHT AND GO SOUTHERLY ON CONNECTICUT ROUTE
 LW1835'201 FOR 1 MILE TO THE STATION ON THE LEFT SIDE OF CONNECTICUT
 LW1835'ROUTE 201 AND THE SOUTH SIDE OF GILLEVER ROAD INTERSECTION.
 LW1835'
 LW1835'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LW1835'STAMPED 4755, SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES
 LW1835'LONG REINFORCED CONCRETE POST.  THE TOP IS FLUSH WITH THE
 LW1835'SURFACE OF THE GROUND IN A 3 FOOT BANK.  IT IS 25 FEET EAST
 LW1835'OF THE CENTERLINE OF CONNECTICUT ROUTE 201, 21 FEET SOUTH OF
 LW1835'THE CENTERLINE OF GILLEVER ROAD, 72.8 FEET SOUTH OF SOUTHERN
 LW1835'NEW ENGLAND TELEPHONE POLE 1712, 3 FEET WEST OF A STONE WALL
 LW1835'CORNER ON THE SOUTH SIDE OF GILLEVER ROAD AND THE EAST SIDE
 LW1835'OF CONNECTICUT ROUTE 201, 60 FEET NORTH OF SOUTHERN NEW
 LW1835'ENGLAND TELEPHONE POLE 1713 AND 87.5 FEET SOUTHEAST OF A STONE
 LW1835'WALL CORNER ON THE SOUTH SIDE OF A GRAVEL DRIVE AND WEST
 LW1835'OF CONNECTICUT ROUTE 201.
 LW1835'
 LW1835'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW1835'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN A 2 FOOT
 LW1835'BY 2 FOOT BOULDER.  IT IS 22 FEET SOUTHEAST OF SOUTHERN NEW
 LW1835'ENGLAND TELEPHONE POLE 1712, 70 FEET EAST OF A STONE WALL CORNER
 LW1835'ON THE SOUTH SIDE OF A GRAVEL DRIVE AND WEST OF CONNECTICUT
 LW1835'ROUTE 201, 29.4 FEET EAST OF THE CENTERLINE OF CONNECTICUT
 LW1835'ROUTE 201, 32 FEET NORTH OF THE CENTERLINE OF GILLEVER ROAD
 LW1835'AND 51 FEET NORTH OF A STONE WALL CORNER ON THE SOUTH SIDE
 LW1835'OF GILLEVER ROAD AND EAST SIDE OF CONNECTICUT ROUTE 201.  IT
 LW1835'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 LW1835'
 LW1835'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW1835'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE
 LW1835'SOUTHWESTERLY CORNER OF A
 LW1835'3 FOOT BY 5 FOOT BOULDER.  IT IS 16 FEET NORTH OF THE CENTERLINE
 LW1835'OF GILLEVER ROAD, 2.5 FEET SOUTH OF THE FACE OF A 24 INCH OAK
 LW1835'TREE, 56 FEET EAST OF A STONE WALL CORNER ON THE SOUTH SIDE
 LW1835'OF GILLEVER ROAD AND THE EAST SIDE OF CONNECTICUT ROUTE 201
 LW1835'AND 76 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LW1835'1712.  IT PROJECTS 6 INCHES OUT OF A 3 FOOT BANK.
 LW1835'
 LW1835'REFERENCE MARK 3 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW1835'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE
 LW1835'EASTERLY SIDE OF THE CENTER OF A 12 FOOT BY 27 FOOT LEDGE
 LW1835'OUTCROP IN AN OPEN FIELD, IT IS 60 FEET WEST OF THE CENTERLINE
 LW1835'OF CONNECTICUT ROUTE 201, 83.5 FEET NORTHWEST OF SOUTHERN NEW
 LW1835'ENGLAND TELEPHONE POLE 1713, 77.7 FEET SOUTHWEST OF A STONE WALL
 LW1835'CORNER AND 91.5 FEET SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE
 LW1835'RUNNING WESTERLY FROM THE WEST SIDE OF CONNECTICUT ROUTE
 LW1835'201.  IT PROJECTS 1.5 FEET ABOVE THE GROUND.
 LW1835'
 LW1835'REFERENCE POINT 1 (A POINT) IS A PUNCH MARK IN THE TOP OF A
 LW1835'STEEL PIN ONE INCH IN DIAMETER AND 30 INCHES LONG.  THE TOP IS
 LW1835'3 INCHES ABOVE THE GROUND.  IT IS 39 FEET EAST OF THE CENTERLINE
 LW1835'OF CONNECTICUT ROUTE 201, 25 FEET SOUTHEAST OF A STONE WALL
 LW1835'CORNER ON THE SOUTH SIDE OF GILLEVER ROAD AND THE EAST SIDE
 LW1835'OF CONNECTICUT ROUTE 201, 39 FEET SOUTH OF THE CENTERLINE OF
 LW1835'GILLEVER ROAD AND 44 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LW1835'TELEPHONE POLE 1713.
 LW1835'
 LW1835'4756 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW1835'BRASS DISK, STAMPED 4756, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LW1835'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS 8 INCHES
 LW1835'BELOW THE SURFACE OF THE GROUND IN A 2 FOOT BANK.  IT IS ABOUT
 LW1835'939 FEET SOUTHERLY OF THE STATION, 3 FEET EAST OF A STONE WALL
 LW1835'RUNNING ALONG THE WEST SIDE OF CONNECTICUT ROUTE 201, 14 FEET
 LW1835'WEST OF THE CENTERLINE OF CONNECTICUT 201, 159 FEET SOUTH OF
 LW1835'SOUTHERN NEW ENGLAND TELEPHONE POLE 1716, 95 FEET NORTHWEST OF
 LW1835'SOUTHERN NEW ENGLAND TELEPHONE POLE 1717, 73 FEET NORTH OF A
 LW1835'30 INCH MAPLE TREE IN A STONE WALL RUNNING ALONG THE WEST SIDE
 LW1835'OF THE ROAD AND 76 FEET SOUTHEAST OF A 30 INCH MAPLE TREE ON
 LW1835'THE WEST SIDE OF THE ROAD AND EAST OF THE STONE WALL.
 LW1835'
 LW1835'4757 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW1835'BRASS DISK, STAMPED 4757, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LW1835'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS 2 INCHES
 LW1835'BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 878 FEET
 LW1835'NORTHERLY OF THE STATION, 90 FEET SOUTHWEST OF CONNECTICUT
 LW1835'LIGHT AND POWER POLE 1471, 13 FEET WEST OF THE CENTERLINE OF
 LW1835'CONNECTICUT ROUTE 201, 26 FEET WEST OF A 3 INCH IN DIAMETER
 LW1835'STEEL PIPE THAT IS A SOUTHERN NEW ENGLAND TELEPHONE COMPANY
 LW1835'UNDERGROUND CABLE MARKER ON THE EAST SIDE OF THE ROAD, 78.5
 LW1835'FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1707,
 LW1835'31 FEET NORTH OF THE EASTERLY WALL CORNER OF A STONE WALL
 LW1835'RUNNING ALONG THE WEST SIDE OF THE ROAD AND 3 FEET EAST OF A
 LW1835'STONE WALL RUNNING ALONG THE WEST SIDE OF THE ROAD.
 LW1835'
 LW1835'HEIGHT OF LIGHT ABOVE STATION MARK 1.18 METERS.
 LW1835
 LW1835                          STATION RECOVERY (1986)
 LW1835
 LW1835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1835'1.6 KM (1.0 MI) SOUTH FROM GLASGO.
 LW1835'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 201 FROM THE INTERSECTION OF
 LW1835'STATE HIGHWAY 165 IN GLASGO TO THE JUNCTION OF GILLIVER ROAD AND THE
 LW1835'MARK ON THE LEFT IN THE SOUTHEAST ANGLE OF THE JUNCTION.  IT IS 7.62
 LW1835'METERS (25.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.19 METERS
 LW1835'(72.8 FT) SOUTH OF AND ACROSS GILLIVER ROAD FROM UTILITY POLE NO. 1712
 LW1835'WITH TWO GUY WIRES, 18.29 METERS (60.0 FT) NORTH-NORTHEAST OF UTILITY
 LW1835'POLE NO. 1713 WITH ONE GUY WIRE AND 6.40 METERS (21.0 FT) SOUTH OF
 LW1835'THE CENTER OF GILLIVER ROAD.
 LW1835'THE MARK IS 0.18 METERS  SW FROM  A WITNESS POST
 LW1835'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1836 ***********************************************************************
 LW1836  DESIGNATION -  4756
 LW1836  PID         -  LW1836
 LW1836  STATE/COUNTY-  CT/NEW LONDON
 LW1836  USGS QUAD   -  JEWETT CITY (1984)
 LW1836
 LW1836                         *CURRENT SURVEY CONTROL
 LW1836  ___________________________________________________________________
 LW1836* NAD 83(1986)-  41 32 12.     (N)    071 52 51.     (W)     SCALED    
 LW1836* NAVD 88     -        89.822  (meters)     294.69   (feet)  ADJUSTED  
 LW1836  ___________________________________________________________________
 LW1836  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LW1836  DYNAMIC HT  -          89.790 (meters)     294.59  (feet)  COMP
 LW1836  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 LW1836
 LW1836  VERT ORDER  -  FIRST     CLASS II
 LW1836
 LW1836.The horizontal coordinates were scaled from a topographic map and have
 LW1836.an estimated accuracy of +/- 6 seconds.
 LW1836
 LW1836.The orthometric height was determined by differential leveling
 LW1836.and adjusted by the National Geodetic Survey in June 1991..
 LW1836
 LW1836.The geoid height was determined by GEOID03.
 LW1836
 LW1836.The dynamic height is computed by dividing the NAVD 88
 LW1836.geopotential number by the normal gravity value computed on the
 LW1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1836.degrees latitude (g = 980.6199 gals.).
 LW1836
 LW1836.The modeled gravity was interpolated from observed gravity values.
 LW1836
 LW1836;                    North         East    Units  Estimated Accuracy
 LW1836;SPC CT       -   230,880.      377,330.      MT  (+/- 180 meters Scaled)
 LW1836
 LW1836                          SUPERSEDED SURVEY CONTROL
 LW1836
 LW1836.No superseded survey control is available for this station.
 LW1836
 LW1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG596023(NAD 83)
 LW1836_MARKER: DD = SURVEY DISK
 LW1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1836_SP_SET: CONCRETE POST
 LW1836_STAMPING: 4756
 LW1836_MARK LOGO: CTGS  
 LW1836_PROJECTION: RECESSED 20 CENTIMETERS
 LW1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1836+STABILITY: SURFACE MOTION
 LW1836
 LW1836  HISTORY     - Date     Condition        Report By
 LW1836  HISTORY     - 1975     MONUMENTED       CTGS
 LW1836  HISTORY     - 1986     GOOD             NGS
 LW1836  HISTORY     - 19901006 GOOD             USPSQD
 LW1836
 LW1836                          STATION DESCRIPTION
 LW1836
 LW1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1836'1.9 KM (1.2 MI) SOUTH FROM GLASGO.
 LW1836'1.9 KM (1.2 MI) SOUTH ALONG STATE HIGHWAY 201 FROM THE INTERSECTION OF
 LW1836'STATE HIGHWAY 165 IN GLASGO TO THE MARK ON THE RIGHT, 0.3 KM (0.2 MI)
 LW1836'SOUTH OF THE JUNCTION OF GILLIVER ROAD.  IT IS 4.27 METERS (14.0 FT)
 LW1836'WEST OF THE CENTERLINE OF THE HIGHWAY, 48.46 METERS (159.0 FT) SOUTH
 LW1836'OF UTILITY POLE NO. 1716 WITH TWO GUY WIRES (LINES CROSS HIGHWAY AT
 LW1836'THIS POINT),  28.96 METERS (95.0 FT) NORTHWEST OF AND ACROSS HIGHWAY
 LW1836'FROM UTILITY POLE NO. NO 1717, 23.16 METERS (76.0 FT) SOUTH-SOUTHWEST
 LW1836'OF A 30-INCH MAPLE TREE ON WEST SIDE OF HIGHWAY AND EAST OF A STONE
 LW1836'WALL AND 0.91 METERS (3.0 FT) EAST OF A STONE WALL WHICH PARALLELS THE
 LW1836'HIGHWAY.
 LW1836'THE MARK IS 0.21 METERS  E FROM  A WITNESS POST
 LW1836'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1836
 LW1836                          STATION RECOVERY (1990)
 LW1836
 LW1836'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1834 ***********************************************************************
 LW1834  DESIGNATION -  4757
 LW1834  PID         -  LW1834
 LW1834  STATE/COUNTY-  CT/NEW LONDON
 LW1834  USGS QUAD   -  JEWETT CITY (1984)
 LW1834
 LW1834                         *CURRENT SURVEY CONTROL
 LW1834  ___________________________________________________________________
 LW1834* NAD 83(1986)-  41 32 29.     (N)    071 52 55.     (W)     SCALED    
 LW1834* NAVD 88     -        82.778  (meters)     271.58   (feet)  ADJUSTED  
 LW1834  ___________________________________________________________________
 LW1834  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1834  DYNAMIC HT  -          82.749 (meters)     271.49  (feet)  COMP
 LW1834  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LW1834
 LW1834  VERT ORDER  -  FIRST     CLASS II
 LW1834
 LW1834.The horizontal coordinates were scaled from a topographic map and have
 LW1834.an estimated accuracy of +/- 6 seconds.
 LW1834
 LW1834.The orthometric height was determined by differential leveling
 LW1834.and adjusted by the National Geodetic Survey in June 1991..
 LW1834
 LW1834.The geoid height was determined by GEOID03.
 LW1834
 LW1834.The dynamic height is computed by dividing the NAVD 88
 LW1834.geopotential number by the normal gravity value computed on the
 LW1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1834.degrees latitude (g = 980.6199 gals.).
 LW1834
 LW1834.The modeled gravity was interpolated from observed gravity values.
 LW1834
 LW1834;                    North         East    Units  Estimated Accuracy
 LW1834;SPC CT       -   231,400.      377,230.      MT  (+/- 180 meters Scaled)
 LW1834
 LW1834                          SUPERSEDED SURVEY CONTROL
 LW1834
 LW1834.No superseded survey control is available for this station.
 LW1834
 LW1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG596028(NAD 83)
 LW1834_MARKER: DD = SURVEY DISK
 LW1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1834_SP_SET: CONCRETE POST
 LW1834_STAMPING: 4757
 LW1834_MARK LOGO: CTGS  
 LW1834_PROJECTION: RECESSED 5 CENTIMETERS
 LW1834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1834+STABILITY: SURFACE MOTION
 LW1834
 LW1834  HISTORY     - Date     Condition        Report By
 LW1834  HISTORY     - 1975     MONUMENTED       CTGS
 LW1834  HISTORY     - 1986     GOOD             NGS
 LW1834
 LW1834                          STATION DESCRIPTION
 LW1834
 LW1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1834'1.3 KM (0.8 MI) SOUTH FROM GLASGO.
 LW1834'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 201 FROM THE INTERSECTION OF
 LW1834'STATE HIGHWAY 165 IN GLASGO TO THE MARK ON THE RIGHT, 0.3 KM (0.2 MI)
 LW1834'NORTHWEST OF THE JUNCTION OF GILLEVER ROAD AND 0.3 KM (0.2 MI)
 LW1834'SOUTHEAST OF THE JUNCTION OF SIBITCHY ROAD.  IT IS 3.81 METERS (12.5
 LW1834'FT) WEST OF THE CENTERLINE OF THE HIGHWAY  9.75 METERS (32.0 FT) NORTH
 LW1834'OF THE EASTERLY WALL CORNER OF STONE WALL, 7.80 METERS (25.6 FT) WEST
 LW1834'OF A TELEPHONE UNDERGROUND CABLE JUNCTION BOX AND 0.91 METER (3.0 FT)
 LW1834'NORTHEAST OF A STONE WALL WHICH RUNS PARALLEL TO THE HIGHWAY.
 LW1834'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LW1834'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1720 ***********************************************************************
 LW1720  DESIGNATION -  4767 CTGS
 LW1720  PID         -  LW1720
 LW1720  STATE/COUNTY-  CT/NEW LONDON
 LW1720  USGS QUAD   -  JEWETT CITY (1984)
 LW1720
 LW1720                         *CURRENT SURVEY CONTROL
 LW1720  ___________________________________________________________________
 LW1720* NAD 83(1986)-  41 32 43.     (N)    071 58 03.     (W)     SCALED    
 LW1720* NAVD 88     -        84.635  (meters)     277.67   (feet)  ADJUSTED  
 LW1720  ___________________________________________________________________
 LW1720  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW1720  DYNAMIC HT  -          84.606 (meters)     277.58  (feet)  COMP
 LW1720  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 LW1720
 LW1720  VERT ORDER  -  FIRST     CLASS II
 LW1720
 LW1720.The horizontal coordinates were scaled from a topographic map and have
 LW1720.an estimated accuracy of +/- 6 seconds.
 LW1720
 LW1720.The orthometric height was determined by differential leveling
 LW1720.and adjusted by the National Geodetic Survey in June 1991..
 LW1720
 LW1720.The geoid height was determined by GEOID03.
 LW1720
 LW1720.The dynamic height is computed by dividing the NAVD 88
 LW1720.geopotential number by the normal gravity value computed on the
 LW1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1720.degrees latitude (g = 980.6199 gals.).
 LW1720
 LW1720.The modeled gravity was interpolated from observed gravity values.
 LW1720
 LW1720;                    North         East    Units  Estimated Accuracy
 LW1720;SPC CT       -   231,760.      370,090.      MT  (+/- 180 meters Scaled)
 LW1720
 LW1720                          SUPERSEDED SURVEY CONTROL
 LW1720
 LW1720.No superseded survey control is available for this station.
 LW1720
 LW1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG524035(NAD 83)
 LW1720_MARKER: DD = SURVEY DISK
 LW1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1720_SP_SET: CONCRETE POST
 LW1720_STAMPING: 4767
 LW1720_MARK LOGO: CTGS  
 LW1720_PROJECTION: RECESSED 10 CENTIMETERS
 LW1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1720+STABILITY: SURFACE MOTION
 LW1720
 LW1720  HISTORY     - Date     Condition        Report By
 LW1720  HISTORY     - UNK      MONUMENTED       CTGS
 LW1720  HISTORY     - 1984     GOOD             NGS
 LW1720  HISTORY     - 19901006 GOOD             USPSQD
 LW1720
 LW1720                          STATION DESCRIPTION
 LW1720
 LW1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1720'1.7 KM (1.05 MI) NE FROM PRESTON CITY.
 LW1720'1.7 KM (1.05 MI) NORTHEAST ALONG STATE HIGHWAY 164 FROM THE JUNCTION
 LW1720'OF STATE HIGHWAY 165 IN PRESTON CITY TO THE MARK ON THE LEFT, ACROSS
 LW1720'THE HIGHWAY FROM A 2-1/2 STORY FRAME HOUSE WITH A THREE CAR GARAGE
 LW1720'OWNED BY MR. MARSTON, 6.13 METERS (20.1 FT) NORTHWEST OF THE
 LW1720'CENTERLINE OF THE HIGHWAY, 23.50 METERS (77.1 FT) NORTH-NORTHEAST OF
 LW1720'UTILITY POLE 453, 6.40 METERS (21.0 FT) SOUTHEAST OF A STONE WALL
 LW1720'CORNER AT THE SOUTH END OF AN OLD CONCRETE BUILDING FOUNDATION,
 LW1720'5.49 METERS (18.0 FT) NORTHEAST OF A 76-CM (30-IN) ELM TREE.
 LW1720'THE MARK IS 0.10 METERS  NW FROM A WITNESS POST.
 LW1720'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1720
 LW1720                          STATION RECOVERY (1990)
 LW1720
 LW1720'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1721 ***********************************************************************
 LW1721  DESIGNATION -  4769
 LW1721  PID         -  LW1721
 LW1721  STATE/COUNTY-  CT/NEW LONDON
 LW1721  USGS QUAD   -  JEWETT CITY (1984)
 LW1721
 LW1721                         *CURRENT SURVEY CONTROL
 LW1721  ___________________________________________________________________
 LW1721* NAD 83(1986)-  41 32 32.     (N)    071 58 01.     (W)     SCALED    
 LW1721* NAVD 88     -        84.204  (meters)     276.26   (feet)  ADJUSTED  
 LW1721  ___________________________________________________________________
 LW1721  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW1721  DYNAMIC HT  -          84.176 (meters)     276.17  (feet)  COMP
 LW1721  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LW1721
 LW1721  VERT ORDER  -  FIRST     CLASS II
 LW1721
 LW1721.The horizontal coordinates were scaled from a topographic map and have
 LW1721.an estimated accuracy of +/- 6 seconds.
 LW1721
 LW1721.The orthometric height was determined by differential leveling
 LW1721.and adjusted by the National Geodetic Survey in June 1991..
 LW1721
 LW1721.The geoid height was determined by GEOID03.
 LW1721
 LW1721.The dynamic height is computed by dividing the NAVD 88
 LW1721.geopotential number by the normal gravity value computed on the
 LW1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1721.degrees latitude (g = 980.6199 gals.).
 LW1721
 LW1721.The modeled gravity was interpolated from observed gravity values.
 LW1721
 LW1721;                    North         East    Units  Estimated Accuracy
 LW1721;SPC CT       -   231,420.      370,140.      MT  (+/- 180 meters Scaled)
 LW1721
 LW1721                          SUPERSEDED SURVEY CONTROL
 LW1721
 LW1721.No superseded survey control is available for this station.
 LW1721
 LW1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG525032(NAD 83)
 LW1721_MARKER: DD = SURVEY DISK
 LW1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1721_SP_SET: CONCRETE POST
 LW1721_STAMPING: 4769
 LW1721_MARK LOGO: CTGS  
 LW1721_PROJECTION: RECESSED 10 CENTIMETERS
 LW1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1721+STABILITY: SURFACE MOTION
 LW1721
 LW1721  HISTORY     - Date     Condition        Report By
 LW1721  HISTORY     - UNK      MONUMENTED       CTGS
 LW1721  HISTORY     - 1984     GOOD             NGS
 LW1721  HISTORY     - 19901006 GOOD             USPSQD
 LW1721
 LW1721                          STATION DESCRIPTION
 LW1721
 LW1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1721'1.3 KM (0.8 MI) NE FROM PRESTON CITY.
 LW1721'1.3 KM (0.8 MI) NORTHEAST ALONG STATE HIGHWAY 164 FROM THE JUNCTION OF
 LW1721'STATE HIGHWAY 165 IN PRESTON CITY TO THE MARK ON THE RIGHT, ON THE
 LW1721'NORTH SIDE OF A GRAVEL ROAD LEADING EAST, 7.13 METERS (23.4 FT)
 LW1721'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.87 METERS (65.2 FT)
 LW1721'SOUTH-SOUTHWEST OF UTILITY POLE 446, 14.93 METERS (49.0 FT)
 LW1721'NORTH-NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 9.42 METERS
 LW1721'(30.9 FT) NORTH OF A 15-CM (6-IN) MAPLE TREE ON THE NORTH SIDE OF THE
 LW1721'GRAVEL ROAD, 4.48 METERS (14.7 FT) NORTHWEST OF A HOG WIRE FENCE WITH
 LW1721'ONE STRAND OF BARBED WIRE ON TOP.
 LW1721'THE MARK IS 0.12 METERS  NW FROM A WITNESS POST.
 LW1721'THE MARK IS 0.18 M BELOW HIGHWAY.
 LW1721
 LW1721                          STATION RECOVERY (1990)
 LW1721
 LW1721'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1724 ***********************************************************************
 LW1724  DESIGNATION -  4778
 LW1724  PID         -  LW1724
 LW1724  STATE/COUNTY-  CT/NEW LONDON
 LW1724  USGS QUAD   -  JEWETT CITY (1984)
 LW1724
 LW1724                         *CURRENT SURVEY CONTROL
 LW1724  ___________________________________________________________________
 LW1724* NAD 83(1986)-  41 30 50.     (N)    071 58 56.     (W)     SCALED    
 LW1724* NAVD 88     -        63.008  (meters)     206.72   (feet)  ADJUSTED  
 LW1724  ___________________________________________________________________
 LW1724  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LW1724  DYNAMIC HT  -          62.986 (meters)     206.65  (feet)  COMP
 LW1724  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LW1724
 LW1724  VERT ORDER  -  FIRST     CLASS II
 LW1724
 LW1724.The horizontal coordinates were scaled from a topographic map and have
 LW1724.an estimated accuracy of +/- 6 seconds.
 LW1724
 LW1724.The orthometric height was determined by differential leveling
 LW1724.and adjusted by the National Geodetic Survey in June 1991..
 LW1724
 LW1724.The geoid height was determined by GEOID03.
 LW1724
 LW1724.The dynamic height is computed by dividing the NAVD 88
 LW1724.geopotential number by the normal gravity value computed on the
 LW1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1724.degrees latitude (g = 980.6199 gals.).
 LW1724
 LW1724.The modeled gravity was interpolated from observed gravity values.
 LW1724
 LW1724;                    North         East    Units  Estimated Accuracy
 LW1724;SPC CT       -   228,270.      368,890.      MT  (+/- 180 meters Scaled)
 LW1724
 LW1724                          SUPERSEDED SURVEY CONTROL
 LW1724
 LW1724.No superseded survey control is available for this station.
 LW1724
 LW1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG511001(NAD 83)
 LW1724_MARKER: DD = SURVEY DISK
 LW1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1724_SP_SET: CONCRETE POST
 LW1724_STAMPING: 4778
 LW1724_MARK LOGO: CTGS  
 LW1724_PROJECTION: FLUSH
 LW1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1724+STABILITY: SURFACE MOTION
 LW1724
 LW1724  HISTORY     - Date     Condition        Report By
 LW1724  HISTORY     - UNK      MONUMENTED       CTGS
 LW1724  HISTORY     - 1984     GOOD             NGS
 LW1724  HISTORY     - 19901006 GOOD             USPSQD
 LW1724
 LW1724                          STATION DESCRIPTION
 LW1724
 LW1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1724'2.1 KM (1.3 MI) SW FROM PRESTON CITY.
 LW1724'2.1 KM (1.3 MI) SOUTHWEST ALONG STATE HIGHWAY 164 FROM THE JUNCTION OF
 LW1724'STATE HIGHWAY 165 IN PRESTON CITY TO THE MARK ON THE LEFT, 0.2 KM
 LW1724'(0.15 MI) NORTH OF THE JUNCTION OF HOLLOWELL ROAD, 5.24 METERS (17.2
 LW1724'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.10 METERS (20.0 FT)
 LW1724'SOUTH-SOUTHWEST OF UTILITY POLE 237, 3.66 METERS (12.0 FT) NORTHWEST
 LW1724'OF A STONE WALL, 0.55 METER (1.8 FT) SOUTHEAST OF A STEEL CABLE GUARD
 LW1724'RAIL.
 LW1724'THE MARK IS 0.49 METERS  NW FROM A WITNESS POST.
 LW1724'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1724
 LW1724                          STATION RECOVERY (1990)
 LW1724
 LW1724'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2829 ***********************************************************************
 LX2829  DESIGNATION -  48 T OF MADISON
 LX2829  PID         -  LX2829
 LX2829  STATE/COUNTY-  CT/NEW HAVEN
 LX2829  USGS QUAD   -  DURHAM (1984)
 LX2829
 LX2829                         *CURRENT SURVEY CONTROL
 LX2829  ___________________________________________________________________
 LX2829* NAD 83(1986)-  41 24 21.     (N)    072 39 10.     (W)     SCALED    
 LX2829* NAVD 88     -       100.607  (meters)     330.07   (feet)  ADJUSTED  
 LX2829  ___________________________________________________________________
 LX2829  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX2829  DYNAMIC HT  -         100.573 (meters)     329.96  (feet)  COMP
 LX2829  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 LX2829
 LX2829  VERT ORDER  -  FIRST     CLASS II
 LX2829
 LX2829.The horizontal coordinates were scaled from a topographic map and have
 LX2829.an estimated accuracy of +/- 6 seconds.
 LX2829
 LX2829.The orthometric height was determined by differential leveling
 LX2829.and adjusted by the National Geodetic Survey in June 1991..
 LX2829
 LX2829.The geoid height was determined by GEOID03.
 LX2829
 LX2829.The dynamic height is computed by dividing the NAVD 88
 LX2829.geopotential number by the normal gravity value computed on the
 LX2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2829.degrees latitude (g = 980.6199 gals.).
 LX2829
 LX2829.The modeled gravity was interpolated from observed gravity values.
 LX2829
 LX2829;                    North         East    Units  Estimated Accuracy
 LX2829;SPC CT       -   215,990.      312,930.      MT  (+/- 180 meters Scaled)
 LX2829
 LX2829                          SUPERSEDED SURVEY CONTROL
 LX2829
 LX2829.No superseded survey control is available for this station.
 LX2829
 LX2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL961864(NAD 83)
 LX2829_MARKER: DD = SURVEY DISK
 LX2829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2829_SP_SET: CONCRETE POST
 LX2829_STAMPING: 48
 LX2829_MARK LOGO: CT0360
 LX2829_PROJECTION: PROJECTING 4 CENTIMETERS
 LX2829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2829+STABILITY: SURFACE MOTION
 LX2829
 LX2829  HISTORY     - Date     Condition        Report By
 LX2829  HISTORY     - UNK      MONUMENTED       CT0360
 LX2829  HISTORY     - 1985     GOOD             NGS
 LX2829
 LX2829                          STATION DESCRIPTION
 LX2829
 LX2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2829'5.5 KM (3.4 MI) NORTH FROM NORTH MADISON.
 LX2829'5.5 KM (3.4 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 LX2829'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE RIGHT, IT IS A
 LX2829'TOWN OF MADISON DISK, 8.38 METERS (27.5 FT) EAST OF THE CENTERLINE OF
 LX2829'THE HIGHWAY, 10.97 METERS (36.0 FT) SOUTH OF THE CENTER OF CROSS ROAD,
 LX2829'10.36 METERS (34.0 FT) NORTH OF THE MOST NORTHERLY POST OF A WIRE
 LX2829'CABLE GUARD RAIL.
 LX2829'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1747 ***********************************************************************
 LW1747  DESIGNATION -  4804
 LW1747  PID         -  LW1747
 LW1747  STATE/COUNTY-  CT/NEW LONDON
 LW1747  USGS QUAD   -  ASHAWAY (1984)
 LW1747
 LW1747                         *CURRENT SURVEY CONTROL
 LW1747  ___________________________________________________________________
 LW1747* NAD 83(1986)-  41 23 49.     (N)    071 50 42.     (W)     SCALED    
 LW1747* NAVD 88     -        19.294  (meters)      63.30   (feet)  ADJUSTED  
 LW1747  ___________________________________________________________________
 LW1747  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW1747  DYNAMIC HT  -          19.287 (meters)      63.28  (feet)  COMP
 LW1747  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LW1747
 LW1747  VERT ORDER  -  FIRST     CLASS II
 LW1747
 LW1747.The horizontal coordinates were scaled from a topographic map and have
 LW1747.an estimated accuracy of +/- 6 seconds.
 LW1747
 LW1747.The orthometric height was determined by differential leveling
 LW1747.and adjusted by the National Geodetic Survey in June 1991..
 LW1747
 LW1747.The geoid height was determined by GEOID03.
 LW1747
 LW1747.The dynamic height is computed by dividing the NAVD 88
 LW1747.geopotential number by the normal gravity value computed on the
 LW1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1747.degrees latitude (g = 980.6199 gals.).
 LW1747
 LW1747.The modeled gravity was interpolated from observed gravity values.
 LW1747
 LW1747;                    North         East    Units  Estimated Accuracy
 LW1747;SPC CT       -   215,390.      380,480.      MT  (+/- 180 meters Scaled)
 LW1747
 LW1747                          SUPERSEDED SURVEY CONTROL
 LW1747
 LW1747.No superseded survey control is available for this station.
 LW1747
 LW1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF621867(NAD 83)
 LW1747_MARKER: DD = SURVEY DISK
 LW1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1747_SP_SET: CONCRETE POST
 LW1747_STAMPING: 4804
 LW1747_MARK LOGO: CTGS  
 LW1747_PROJECTION: FLUSH
 LW1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1747+STABILITY: SURFACE MOTION
 LW1747
 LW1747  HISTORY     - Date     Condition        Report By
 LW1747  HISTORY     - UNK      MONUMENTED       CTGS
 LW1747  HISTORY     - 1984     GOOD             NGS
 LW1747
 LW1747                          STATION DESCRIPTION
 LW1747
 LW1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1747'2.7 KM (1.7 MI) NW FROM PAWCATUCK.
 LW1747'2.7 KM (1.7 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LW1747'U.S. HIGHWAY 1 IN PAWCATUCK TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI)
 LW1747'SOUTH OF THE JUNCTION OF WHITE ROCK ROAD, 6.70 METERS (22.0 FT) EAST
 LW1747'THE CENTERLINE OF THE HIGHWAY, 16.76 METERS (55.0 FT) NORTH OF THE
 LW1747'CENTER OF A PAVED ENTRANCE DRIVE OF A SINGLE STORY FRAME HOUSE,
 LW1747'5.18 METERS (17.0 FT) NORTHWEST OF POWER POLE 636, 5.18 METERS
 LW1747'(17.0 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER POST OF A CHAIN LINK
 LW1747'FENCE AROUND A GO CART TRACK.
 LW1747'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1881 ***********************************************************************
 LX1881  DESIGNATION -  483
 LX1881  PID         -  LX1881
 LX1881  STATE/COUNTY-  CT/FAIRFIELD
 LX1881  USGS QUAD   -  BETHEL (1984)
 LX1881
 LX1881                         *CURRENT SURVEY CONTROL
 LX1881  ___________________________________________________________________
 LX1881* NAD 83(1986)-  41 18 24.     (N)    073 27 49.     (W)     SCALED    
 LX1881* NAVD 88     -       135.353  (meters)     444.07   (feet)  ADJUSTED  
 LX1881  ___________________________________________________________________
 LX1881  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX1881  DYNAMIC HT  -         135.306 (meters)     443.92  (feet)  COMP
 LX1881  MODELED GRAV-     980,271.7   (mgal)                       NAVD 88
 LX1881
 LX1881  VERT ORDER  -  FIRST     CLASS II
 LX1881
 LX1881.The horizontal coordinates were scaled from a topographic map and have
 LX1881.an estimated accuracy of +/- 6 seconds.
 LX1881
 LX1881.The orthometric height was determined by differential leveling
 LX1881.and adjusted by the National Geodetic Survey in June 1991..
 LX1881
 LX1881.The geoid height was determined by GEOID03.
 LX1881
 LX1881.The dynamic height is computed by dividing the NAVD 88
 LX1881.geopotential number by the normal gravity value computed on the
 LX1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1881.degrees latitude (g = 980.6199 gals.).
 LX1881
 LX1881.The modeled gravity was interpolated from observed gravity values.
 LX1881
 LX1881;                    North         East    Units  Estimated Accuracy
 LX1881;SPC CT       -   205,210.      245,040.      MT  (+/- 180 meters Scaled)
 LX1881
 LX1881                          SUPERSEDED SURVEY CONTROL
 LX1881
 LX1881.No superseded survey control is available for this station.
 LX1881
 LX1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL286739(NAD 83)
 LX1881_MARKER: DD = SURVEY DISK
 LX1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1881_SP_SET: CONCRETE POST
 LX1881_STAMPING: 483
 LX1881_MARK LOGO: CTGS  
 LX1881_PROJECTION: RECESSED 15 CENTIMETERS
 LX1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1881+STABILITY: SURFACE MOTION
 LX1881
 LX1881  HISTORY     - Date     Condition        Report By
 LX1881  HISTORY     - 1935     MONUMENTED       CTGS
 LX1881  HISTORY     - 1984     GOOD             NGS
 LX1881
 LX1881                          STATION DESCRIPTION
 LX1881
 LX1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1881'2.0 KM (1.25 MI) SE FROM RIDGEFIELD.
 LX1881'2.0 KM (1.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1881'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE LEFT, BETWEEN TWO
 LX1881'HIGHWAY BRIDGES OVER THE NORWALK RIVER, 5.18 METERS (17.0 FT)
 LX1881'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.03 METERS (85.4 FT)
 LX1881'NORTH-NORTHWEST OF UTILITY POLE 19703, 16.98 METERS (55.7 FT)
 LX1881'SOUTH-SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE.
 LX1881'THE MARK IS 2.16 METERS  SW FROM A WITNESS POST.
 LX1881'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3409 ***********************************************************************
 LX3409  DESIGNATION -  4830
 LX3409  PID         -  LX3409
 LX3409  STATE/COUNTY-  CT/NEW LONDON
 LX3409  USGS QUAD   -  UNCASVILLE (1984)
 LX3409
 LX3409                         *CURRENT SURVEY CONTROL
 LX3409  ___________________________________________________________________
 LX3409* NAD 83(1996)-  41 25 15.     (N)    072 06 55.     (W)     SCALED    
 LX3409* NAVD 88     -        47.521  (meters)     155.91   (feet)  ADJUSTED  
 LX3409  ___________________________________________________________________
 LX3409  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3409  DYNAMIC HT  -          47.505 (meters)     155.86  (feet)  COMP
 LX3409  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX3409
 LX3409  VERT ORDER  -  FIRST     CLASS II
 LX3409
 LX3409.The horizontal coordinates were scaled from a topographic map and have
 LX3409.an estimated accuracy of +/- 6 seconds.
 LX3409
 LX3409.The orthometric height was determined by differential leveling
 LX3409.and adjusted by the National Geodetic Survey in June 1991..
 LX3409
 LX3409.The geoid height was determined by GEOID03.
 LX3409
 LX3409.The dynamic height is computed by dividing the NAVD 88
 LX3409.geopotential number by the normal gravity value computed on the
 LX3409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3409.degrees latitude (g = 980.6199 gals.).
 LX3409
 LX3409.The modeled gravity was interpolated from observed gravity values.
 LX3409
 LX3409;                    North         East    Units  Estimated Accuracy
 LX3409;SPC CT       -   217,840.      357,860.      MT  (+/- 180 meters Scaled)
 LX3409
 LX3409                          SUPERSEDED SURVEY CONTROL
 LX3409
 LX3409  NGVD 29 (07/19/86)   48.     (m)          157.     (f) VERT ANG       
 LX3409
 LX3409.Superseded values are not recommended for survey control.
 LX3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3409.See file dsdata.txt to determine how the superseded data were derived.
 LX3409
 LX3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL410894(NAD 83)
 LX3409_MARKER: DD = SURVEY DISK
 LX3409_SETTING: 66 = SET IN ROCK OUTCROP
 LX3409_SP_SET: ROCK OUTCROP
 LX3409_STAMPING: 4830
 LX3409_MARK LOGO: CTGS  
 LX3409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3409+STABILITY: POSITION/ELEVATION WELL
 LX3409
 LX3409  HISTORY     - Date     Condition        Report By
 LX3409  HISTORY     - 1975     MONUMENTED       CTGS
 LX3409  HISTORY     - 1986     GOOD             NGS
 LX3409  HISTORY     - 1989     GOOD             USPSQD
 LX3409  HISTORY     - 19900428 GOOD             USPSQD
 LX3409
 LX3409                          STATION DESCRIPTION
 LX3409
 LX3409'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (BW)
 LX3409'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF THE CENTER OF
 LX3409'LEDYARD, 5 MILES NORTH OF THE CENTER OF NEW LONDON, AND 2 MILES
 LX3409'SOUTHEAST OF THE CENTER OF MONTVILLE.
 LX3409'
 LX3409'TO REACH THE STATION FROM THE INTERSECTION OF CONNECTICUT ROUTE
 LX3409'52, (CONNECTICUT TURNPIKE) AND EXIT 78 STATE ROAD 693 (MONTVILLE
 LX3409'CONNECTOR) IN MONTVILLE, GO SOUTHEASTERLY FOR 0.8 MILE TO THE
 LX3409'STATION ON THE RIGHT, SOUTH.
 LX3409'
 LX3409'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX3409'STAMPED 4830, SET IN THE TOP OF A 40 FOOT BY 20 FOOT LEDGE OUTCROP,
 LX3409'THAT IS 6 FEET ABOVE THE CENTER LINE GRADE OF THE EASTBOUND LANE OF
 LX3409'THE MONTVILLE CONNECTOR.  IT IS 725 FEET SOUTHEAST OF THE POWER
 LX3409'LINES CROSSING THE MONTVILLE CONNECTOR, 81 FEET SOUTH OF THE
 LX3409'CENTER LINE OF A CATCH BASIN ON THE SOUTH SIDE OF THE HIGHWAY, 46
 LX3409'FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD ON THE EAST
 LX3409'SIDE OF THE LEDGE OUTCROP, 33 FEET SOUTH OF THE CENTER LINE OF THE
 LX3409'EASTBOUND LANE OF THE MONTVILLE CONNECTOR, AND 3 FEET SOUTH OF
 LX3409'THE FACE OF THE LEDGE OUTCROP.
 LX3409'
 LX3409'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3409'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE LEDGE
 LX3409'OUTCROP, THAT IS 5 FEET ABOVE THE CENTER LINE HIGHWAY GRADE.  IT IS
 LX3409'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 LX3409'
 LX3409'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET IN A
 LX3409'1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE LEDGE OUTCROP THAT
 LX3409'IS 6 FEET ABOVE THE CENTER LINE HIGHWAY GRADE.  IT IS 47 FEET SOUTH OF
 LX3409'THE HIGHWAY CENTER LINE AND 2 FEET NORTH OF THE SOUTH EDGE OF THE
 LX3409'LEDGE OUTCROP.
 LX3409'
 LX3409'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET IN
 LX3409'A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE LEDGE OUTCROP
 LX3409'THAT IS 4 FEET ABOVE THE CENTER LINE HIGHWAY GRADE.  IT IS 43 FEET
 LX3409'SOUTH OF THE HIGHWAY CENTER LINE AND 2 FEET NORTH OF THE SOUTH END
 LX3409'OF THE LEDGE OUTCROP.
 LX3409'
 LX3409'B.L. B162 (DOT) (AZIMUTH MARK) IS A DRILL HOLE IN A CONNECTICUT
 LX3409'DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED B162, SET IN THE
 LX3409'TOP OF A REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48
 LX3409'INCHES LONG.  THE TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE
 LX3409'OF THE GROUND.  THE MARK IS 0.3 MILE EAST OF THE STATION ON THE
 LX3409'WESTBOUND LANE OF THE MONTVILLE CONNECTOR AT THE CONNECTICUT
 LX3409'ROUTE 32 (MOHEGAN AVENUE) AND THE WESTBOUND LANE OF THE MONTVILLE
 LX3409'CONNECTOR, 32.3 FEET WEST OF THE EXTREME NORTHWEST
 LX3409'CONCRETE BRIDGE ABUTMENT CORNER OF THE BRIDGE OVER CONNECTICUT
 LX3409'ROUTE 32, 25 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND
 LX3409'LANE OF THE MONTVILLE CONNECTOR, AND 2 FEET NORTH OF A GUIDE
 LX3409'RAIL ON THE NORTH SIDE OF THE ROAD.
 LX3409'
 LX3409'B.L. B166A (DOT) (AZIMUTH MARK) IS A DRILL HOLE IN A CONNECTICUT
 LX3409'DEPARTMENT OF TRANSPORTATION BRASS BASE LINE DISK, STAMPED B166A,
 LX3409'SET IN THE TOP OF A REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES
 LX3409'AND 48 INCHES LONG.  THE TOP OF THE MONUMENT IS 2 INCHES BELOW
 LX3409'THE SURFACE OF THE GROUND.  THE MARK IS 0.2 MILE NORTHWEST OF THE
 LX3409'STATION ON THE EASTBOUND LANE OF THE MONTVILLE CONNECTOR.  IT IS
 LX3409'890 FEET EAST OF THE MONTVILLE-WATERFORD TOWN LINE, 500 FEET
 LX3409'WEST OF THE POWER LINES CROSSING THE HIGHWAY, 50 FEET NORTH OF A
 LX3409'WIRE FENCE ON SOUTH SIDE OF THE EASTBOUND LANE OF THE MONTVILLE
 LX3409'CONNECTOR, AND 25 FEET SOUTH OF THE CENTER LINE OF THE
 LX3409'HIGHWAY.
 LX3409'
 LX3409'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 LX3409
 LX3409                          STATION RECOVERY (1986)
 LX3409
 LX3409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3409'1.3 KM (0.8 MI) SE FROM MONTVILLE.
 LX3409'1.3 KM (0.8 MI) SOUTHEAST ALONG STATE HIGHWAY 693 (MONTVILLE
 LX3409'CONNECTOR) FROM INTERSTATE 395 EXIT 78 IN MONTVILLE TO THE MARK ON
 LX3409'THE RIGHT IN TOP OF A 40 X 20 FOOT ROCK OUTCROP AND 220.98 METERS
 LX3409'(725.0 FT) SOUTHEAST OF THE POWER LINES WHICH CROSS THE MONTVILLE
 LX3409'CONNECTOR.  IT IS 10.06 METERS (33.0 FT) SOUTHWEST OF THE CENTERLINE
 LX3409'OF THE EASTBOUND LANES OF THE MONTVILLE CONNECTOR, 14.32 METERS (47.0
 LX3409'FT) SOUTH-SOUTHEAST OF THE CENTER OF A CATCH BASIN ON THE SOUTH SIDE
 LX3409'OF THE HIGHWAY, 14.02 METERS (46.0 FT) NORTH-NORTHWEST OF THE CENTER
 LX3409'OF A TRAIL ROAD ON THE EAST SIDE OF THE ROCK OUTCROP AND 0.91 METER
 LX3409'(3.0 FT) SOUTHWEST OF THE FACE OF THE LEDGE.
 LX3409'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX3409
 LX3409                          STATION RECOVERY (1989)
 LX3409
 LX3409'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3409'RECOVERED IN GOOD CONDITION.
 LX3409
 LX3409                          STATION RECOVERY (1990)
 LX3409
 LX3409'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3415 ***********************************************************************
 LX3415  DESIGNATION -  4837
 LX3415  PID         -  LX3415
 LX3415  STATE/COUNTY-  CT/NEW LONDON
 LX3415  USGS QUAD   -  UNCASVILLE (1984)
 LX3415
 LX3415                         *CURRENT SURVEY CONTROL
 LX3415  ___________________________________________________________________
 LX3415* NAD 83(1986)-  41 23 28.     (N)    072 06 17.     (W)     SCALED    
 LX3415* NAVD 88     -        38.292  (meters)     125.63   (feet)  ADJUSTED  
 LX3415  ___________________________________________________________________
 LX3415  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX3415  DYNAMIC HT  -          38.279 (meters)     125.59  (feet)  COMP
 LX3415  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LX3415
 LX3415  VERT ORDER  -  FIRST     CLASS II
 LX3415
 LX3415.The horizontal coordinates were scaled from a topographic map and have
 LX3415.an estimated accuracy of +/- 6 seconds.
 LX3415
 LX3415.The orthometric height was determined by differential leveling
 LX3415.and adjusted by the National Geodetic Survey in June 1991..
 LX3415
 LX3415.The geoid height was determined by GEOID03.
 LX3415
 LX3415.The dynamic height is computed by dividing the NAVD 88
 LX3415.geopotential number by the normal gravity value computed on the
 LX3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3415.degrees latitude (g = 980.6199 gals.).
 LX3415
 LX3415.The modeled gravity was interpolated from observed gravity values.
 LX3415
 LX3415;                    North         East    Units  Estimated Accuracy
 LX3415;SPC CT       -   214,550.      358,770.      MT  (+/- 180 meters Scaled)
 LX3415
 LX3415                          SUPERSEDED SURVEY CONTROL
 LX3415
 LX3415.No superseded survey control is available for this station.
 LX3415
 LX3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL420862(NAD 83)
 LX3415_MARKER: DD = SURVEY DISK
 LX3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3415_SP_SET: CONCRETE POST
 LX3415_STAMPING: 4837
 LX3415_MARK LOGO: CTGS  
 LX3415_PROJECTION: FLUSH
 LX3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3415+STABILITY: SURFACE MOTION
 LX3415
 LX3415  HISTORY     - Date     Condition        Report By
 LX3415  HISTORY     - 1975     MONUMENTED       CTGS
 LX3415  HISTORY     - 1986     GOOD             NGS
 LX3415  HISTORY     - 1989     GOOD             USPSQD
 LX3415
 LX3415                          STATION DESCRIPTION
 LX3415
 LX3415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3415'0.8 KM (0.5 MI) NORTH FROM QUAKER HILL.
 LX3415'0.8 KM (0.5 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE WATERFORD-NEW
 LX3415'LONDON TOWN LINE IN QUAKER HILL TO THE JUNCTION OF MAMACOKE ROAD AND
 LX3415'THE MARK ON THE RIGHT IN THE NORTHEAST ANGLE OF THE JUNCTION.  IT IS
 LX3415'6.7O METERS (22.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 LX3415'OF THE HIGHWAY, 28.77 METERS (94.4 FT) SOUTH OF UTILITY POLE NO. 7153
 LX3415'WITH ONE GUY WIRE, 15.79 METERS (51.8 FT) NORTH OF UTILITY POLE NO.
 LX3415'7154 WITH STREET LAMP, 8.53 METERS (28.0 FT) NORTH OF THE CENTER OF
 LX3415'MAMACOKE ROAD AND 5.49 METERS (18.0 FT) WEST OF FIRE HYDRANT NO. 420.
 LX3415'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3415
 LX3415                          STATION RECOVERY (1989)
 LX3415
 LX3415'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3405 ***********************************************************************
 LX3405  DESIGNATION -  4838
 LX3405  PID         -  LX3405
 LX3405  STATE/COUNTY-  CT/NEW LONDON
 LX3405  USGS QUAD   -  UNCASVILLE (1984)
 LX3405
 LX3405                         *CURRENT SURVEY CONTROL
 LX3405  ___________________________________________________________________
 LX3405* NAD 83(1996)-  41 26 36.     (N)    072 06 15.     (W)     SCALED    
 LX3405* NAVD 88     -        19.114  (meters)      62.71   (feet)  ADJUSTED  
 LX3405  ___________________________________________________________________
 LX3405  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3405  DYNAMIC HT  -          19.108 (meters)      62.69  (feet)  COMP
 LX3405  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LX3405
 LX3405  VERT ORDER  -  FIRST     CLASS II
 LX3405
 LX3405.The horizontal coordinates were scaled from a topographic map and have
 LX3405.an estimated accuracy of +/- 6 seconds.
 LX3405
 LX3405.The orthometric height was determined by differential leveling
 LX3405.and adjusted by the National Geodetic Survey in June 1991..
 LX3405
 LX3405.The geoid height was determined by GEOID03.
 LX3405
 LX3405.The dynamic height is computed by dividing the NAVD 88
 LX3405.geopotential number by the normal gravity value computed on the
 LX3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3405.degrees latitude (g = 980.6199 gals.).
 LX3405
 LX3405.The modeled gravity was interpolated from observed gravity values.
 LX3405
 LX3405;                    North         East    Units  Estimated Accuracy
 LX3405;SPC CT       -   220,350.      358,770.      MT  (+/- 180 meters Scaled)
 LX3405
 LX3405                          SUPERSEDED SURVEY CONTROL
 LX3405
 LX3405  NGVD 29 (07/19/86)   20.     (m)           66.     (f) VERT ANG       
 LX3405
 LX3405.Superseded values are not recommended for survey control.
 LX3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3405.See file dsdata.txt to determine how the superseded data were derived.
 LX3405
 LX3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL419920(NAD 83)
 LX3405_MARKER: DD = SURVEY DISK
 LX3405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3405_SP_SET: CONCRETE POST
 LX3405_STAMPING: 4838
 LX3405_MARK LOGO: CTGS  
 LX3405_PROJECTION: RECESSED 5 CENTIMETERS
 LX3405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3405+STABILITY: SURFACE MOTION
 LX3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3405+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX3405
 LX3405  HISTORY     - Date     Condition        Report By
 LX3405  HISTORY     - 1975     MONUMENTED       CTGS
 LX3405  HISTORY     - 1986     GOOD             NGS
 LX3405  HISTORY     - 1989     GOOD             USPSQD
 LX3405  HISTORY     - 19900428 GOOD             USPSQD
 LX3405  HISTORY     - 20020328 GOOD             USPSQD
 LX3405
 LX3405                          STATION DESCRIPTION
 LX3405
 LX3405'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (BW)
 LX3405'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF THE CENTER OF
 LX3405'NEW LONDON, 5 MILES EAST OF THE CENTER OF COLCHESTER, AND 3
 LX3405'MILES SOUTH OF THE CENTER OF NORWICH.
 LX3405'
 LX3405'TO REACH THE STATION FROM MONTVILLE IN THE VILLAGE OF
 LX3405'UNCASVILLE AT THE INTERSECTION OF CONNECTICUT ROUTE 163
 LX3405'(OAKDALE ROAD), GO NORTH ON CONNECTICUT ROUTE 32, (NEW
 LX3405'LONDON TURNPIKE), FOR 0.55 MILE TO THE STATION ON THE RIGHT,
 LX3405'EAST.
 LX3405'
 LX3405'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX3405'STAMPED 4838, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3405'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LX3405'MONUMENT IS SET 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 LX3405'IS 142.2 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3405'POLE 2784, 124.8 FEET SOUTH OF CONNECTICUT POWER POLE 5912,
 LX3405'121.0 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3405'2782, 96.2 FEET NORTH OF CONNECTICUT POWER POLE 5911, 81.4
 LX3405'FEET EAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2783, 25
 LX3405'FEET EAST OF HIGHWAY CENTER LINE, 21.0 FEET NORTH OF A 15
 LX3405'INCH ASH TREE, AND 2 FEET EAST OF A WIRE GUIDE RAIL.
 LX3405'
 LX3405'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT,
 LX3405'SET IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE, IN THE TOP
 LX3405'OF A MASONRY RETAINING WALL.  IT IS 59 FEET NORTHWEST OF THE
 LX3405'CENTER LINE OF CONNECTICUT ROUTE 32, 45.7 FEET WEST OF
 LX3405'SOUTHERN NEW ENGLAND TELEPHONE POLE 2782, 41.9 FEET SOUTH
 LX3405'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2783, AND 0.5 FEET
 LX3405'WEST OF FACE OF WALL.
 LX3405'
 LX3405'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT,
 LX3405'SET IN A 1-1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A
 LX3405'LEDGE OUTCROP THAT PROTRUDES 3 FEET ABOVE ROADGRADE CENTER
 LX3405'LINE.  IT IS 47 FEET WEST OF HIGHWAY CENTER LINE, 45.3 FEET
 LX3405'NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2783, AND 11.8
 LX3405'FEET EAST OF A MASONRY RETAINING WALL.
 LX3405'
 LX3405'REFERENCE POINT 1 IS A DRILL HOLE IN A 1 INCH SQUARE IRON
 LX3405'PIN THAT IS 4 FEET LONG AND IS SET 1 INCH ABOVE THE SURFACE
 LX3405'OF THE GROUND.  IT IS 25 FEET EAST OF THE CENTER LINE OF
 LX3405'CONNECTICUT ROUTE 32, AND 4.0 FEET WEST OF AN 1/8 INCH DRILL
 LX3405'HOLE IN A RAILROAD SPIKE THAT IS SET 3 FEET ABOVE THE
 LX3405'SURFACE OF THE GROUND IN AN 8 INCH OAK TREE.
 LX3405'
 LX3405'4839 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3405'BRASS DISK, STAMPED 4839, SET IN THE TOP OF A REINFORCED
 LX3405'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP
 LX3405'OF THE MONUMENT IS SET 4 INCHES BELOW THE SURFACE OF THE
 LX3405'GROUND.  THE MARK IS 0.1 MILE NORTHERLY OF THE STATION ALONG
 LX3405'CONNECTICUT ROUTE 32 TO THE STATION ON THE RIGHT.  IT IS
 LX3405'81.8 FEET SOUTH OF A 36 INCH OAK, 49.5 FEET SOUTHWEST OF AN 18
 LX3405'INCH OAK, 30.5 FEET NORTHWEST OF A 30 INCH OAK, 28 FEET EAST
 LX3405'OF HIGHWAY CENTER LINE, AND 4.5 FEET NORTHEAST OF SOUTHERN
 LX3405'NEW ENGLAND TELEPHONE POLE 2983.
 LX3405'
 LX3405'4840 (GCS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3405'BRASS DISK, STAMPED 4840, SET IN THE TOP OF A REINFORCED
 LX3405'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE
 LX3405'TOP OF THE MONUMENT IS SET FLUSH WITH THE SURFACE OF THE
 LX3405'GROUND.  THE MARK IS 0.2 MILE SOUTHERLY OF THE STATION ALONG
 LX3405'CONNECTICUT ROUTE 32 TO THE STATION ON THE LEFT.  IT IS 76.3
 LX3405'FEET EAST OF THE SOUTHEAST CORNER OF MC DONALDS RESTAURANT
 LX3405'538, 35.8 FEET EAST OF THE CENTER LINE OF A SQUARE STEEL
 LX3405'SIGN FOR THE RESTAURANT, 27 FEET WEST OF THE HIGHWAY CENTER
 LX3405'LINE, 19.9 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3405'POLE 2774, AND 3.0 FEET WEST OF A BITUMINOUS CURB.
 LX3405'
 LX3405'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 LX3405
 LX3405                          STATION RECOVERY (1986)
 LX3405
 LX3405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3405'0.9 KM (0.55 MI) NE FROM UNCASVILLE.
 LX3405'0.9 KM (0.55 MI) NORTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX3405'STATE HIGHWAY 163 IN UNCASVILLE TO THE MARK ON THE RIGHT NORTHEAST OF
 LX3405'THE MIDWAY SHOPPING CENTER.  IT IS 7.44 METERS (24.4 FT) SOUTHEAST OF
 LX3405'THE CENTERLINE OF THE HIGHWAY, 38.04 METERS (124.8 FT) SOUTHWEST OF
 LX3405'POLE NO. 5912 WITH STREET LAMP, 29.32 METERS (96.2 FT) NORTHEAST OF
 LX3405'POLE NO. 5911 WITH STREET LAMP AND 0.52 METER (1.7 FT) SOUTHEAST OF A
 LX3405'STEEL CABLE GUARDRAIL.
 LX3405'THE MARK IS 0.23 METERS  NW FROM  A WITNESS POST
 LX3405'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3405
 LX3405                          STATION RECOVERY (1989)
 LX3405
 LX3405'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3405'RECOVERED IN GOOD CONDITION.
 LX3405
 LX3405                          STATION RECOVERY (1990)
 LX3405
 LX3405'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3405'RECOVERED IN GOOD CONDITION.
 LX3405
 LX3405                          STATION RECOVERY (2002)
 LX3405
 LX3405'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX3405'STATION NOW 8 INCHES BELOW GRADE.  RM1 AND RM2 FOUND AS DESCRIBED.
 LX3405'RP1 NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3406 ***********************************************************************
 LX3406  DESIGNATION -  4840
 LX3406  PID         -  LX3406
 LX3406  STATE/COUNTY-  CT/NEW LONDON
 LX3406  USGS QUAD   -  UNCASVILLE (1984)
 LX3406
 LX3406                         *CURRENT SURVEY CONTROL
 LX3406  ___________________________________________________________________
 LX3406* NAD 83(1986)-  41 26 25.     (N)    072 06 22.     (W)     SCALED    
 LX3406* NAVD 88     -        17.652  (meters)      57.91   (feet)  ADJUSTED  
 LX3406  ___________________________________________________________________
 LX3406  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3406  DYNAMIC HT  -          17.646 (meters)      57.89  (feet)  COMP
 LX3406  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 LX3406
 LX3406  VERT ORDER  -  FIRST     CLASS II
 LX3406
 LX3406.The horizontal coordinates were scaled from a topographic map and have
 LX3406.an estimated accuracy of +/- 6 seconds.
 LX3406
 LX3406.The orthometric height was determined by differential leveling
 LX3406.and adjusted by the National Geodetic Survey in June 1991..
 LX3406
 LX3406.The geoid height was determined by GEOID03.
 LX3406
 LX3406.The dynamic height is computed by dividing the NAVD 88
 LX3406.geopotential number by the normal gravity value computed on the
 LX3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3406.degrees latitude (g = 980.6199 gals.).
 LX3406
 LX3406.The modeled gravity was interpolated from observed gravity values.
 LX3406
 LX3406;                    North         East    Units  Estimated Accuracy
 LX3406;SPC CT       -   220,010.      358,610.      MT  (+/- 180 meters Scaled)
 LX3406
 LX3406                          SUPERSEDED SURVEY CONTROL
 LX3406
 LX3406.No superseded survey control is available for this station.
 LX3406
 LX3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL417916(NAD 83)
 LX3406_MARKER: DD = SURVEY DISK
 LX3406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3406_SP_SET: CONCRETE POST
 LX3406_STAMPING: 4840
 LX3406_MARK LOGO: CTGS  
 LX3406_PROJECTION: FLUSH
 LX3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3406+STABILITY: SURFACE MOTION
 LX3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3406+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX3406
 LX3406  HISTORY     - Date     Condition        Report By
 LX3406  HISTORY     - 1975     MONUMENTED       CTGS
 LX3406  HISTORY     - 1986     GOOD             NGS
 LX3406  HISTORY     - 1989     GOOD             USPSQD
 LX3406  HISTORY     - 19900428 GOOD             USPSQD
 LX3406  HISTORY     - 20020328 GOOD             USPSQD
 LX3406
 LX3406                          STATION DESCRIPTION
 LX3406
 LX3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3406'0.6 KM (0.35 MI) NE FROM UNCASVILLE.
 LX3406'0.6 KM (0.35 MI) NORTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX3406'STATE HIGHWAY 163 IN UNCASVILLE TO THE MARK ON THE LEFT BETWEEN THE
 LX3406'ENTRANCE AND EXIT DRIVES OF MACDONALDS.  IT IS 8.29 METERS (27.2 FT)
 LX3406'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.26 METERS (76.3 FT)
 LX3406'SOUTHEAST OF THE SOUTHEAST CORNER OF MACDONALDS, 10.91 METERS (35.8
 LX3406'FT) SOUTHEAST OF A SQUARE STEEL SIGN FOR MACDONALDS, 6.22 METERS (20.4
 LX3406'FT) SOUTH-SOUTHEAST OF UTILITY POLE NO. 2774 WITH STREET LAMP AND
 LX3406'0.91 METER (3.0 FT) NORTHWEST OF HIGHWAY CURB.
 LX3406'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3406
 LX3406                          STATION RECOVERY (1989)
 LX3406
 LX3406'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3406'RECOVERED IN GOOD CONDITION.
 LX3406
 LX3406                          STATION RECOVERY (1990)
 LX3406
 LX3406'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3406'RECOVERED IN GOOD CONDITION.
 LX3406
 LX3406                          STATION RECOVERY (2002)
 LX3406
 LX3406'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX3406'STATION NOW 3 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3227 ***********************************************************************
 LX3227  DESIGNATION -  4857
 LX3227  PID         -  LX3227
 LX3227  STATE/COUNTY-  CT/NEW LONDON
 LX3227  USGS QUAD   -  NORWICH (1983)
 LX3227
 LX3227                         *CURRENT SURVEY CONTROL
 LX3227  ___________________________________________________________________
 LX3227* NAD 83(1986)-  41 31 53.     (N)    072 04 56.     (W)     SCALED    
 LX3227* NAVD 88     -        31.208  (meters)     102.39   (feet)  ADJUSTED  
 LX3227  ___________________________________________________________________
 LX3227  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX3227  DYNAMIC HT  -          31.197 (meters)     102.35  (feet)  COMP
 LX3227  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 LX3227
 LX3227  VERT ORDER  -  FIRST     CLASS II
 LX3227
 LX3227.The horizontal coordinates were scaled from a topographic map and have
 LX3227.an estimated accuracy of +/- 6 seconds.
 LX3227
 LX3227.The orthometric height was determined by differential leveling
 LX3227.and adjusted by the National Geodetic Survey in June 1991..
 LX3227
 LX3227.The geoid height was determined by GEOID03.
 LX3227
 LX3227.The dynamic height is computed by dividing the NAVD 88
 LX3227.geopotential number by the normal gravity value computed on the
 LX3227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3227.degrees latitude (g = 980.6199 gals.).
 LX3227
 LX3227.The modeled gravity was interpolated from observed gravity values.
 LX3227
 LX3227;                    North         East    Units  Estimated Accuracy
 LX3227;SPC CT       -   230,140.      360,530.      MT  (+/- 180 meters Scaled)
 LX3227
 LX3227                          SUPERSEDED SURVEY CONTROL
 LX3227
 LX3227.No superseded survey control is available for this station.
 LX3227
 LX3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM434018(NAD 83)
 LX3227_MARKER: DD = SURVEY DISK
 LX3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3227_SP_SET: CONCRETE POST
 LX3227_STAMPING: 4857
 LX3227_MARK LOGO: CTGS  
 LX3227_PROJECTION: RECESSED 9 CENTIMETERS
 LX3227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3227+STABILITY: SURFACE MOTION
 LX3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3227+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 LX3227
 LX3227  HISTORY     - Date     Condition        Report By
 LX3227  HISTORY     - 1975     MONUMENTED       CTGS
 LX3227  HISTORY     - 1986     GOOD             NGS
 LX3227  HISTORY     - 19910103 GOOD             USPSQD
 LX3227  HISTORY     - 20060424 GOOD             USPSQD
 LX3227
 LX3227                          STATION DESCRIPTION
 LX3227
 LX3227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3227'0.9 KM (0.55 MI) NW FROM NORWICH.
 LX3227'0.9 KM (0.55 MI) NORTHEAST ALONG STATE HIGHWAY 2 (WASHINGTON STREET)
 LX3227'FROM THE JUNCTION OF STATE HIGHWAY 82 IN NORWICH.  IT IS 7.62 METERS
 LX3227'(25.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.31 METERS (24.0 FT)
 LX3227'NORTH OF THE CENTER OF BROAD STREET AND 2.47 METERS (8.1 FT) NORTH OF
 LX3227'UTILITY POLE NO. W86.
 LX3227'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3227
 LX3227                          STATION RECOVERY (1991)
 LX3227
 LX3227'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3227'RECOVERED IN GOOD CONDITION.
 LX3227
 LX3227                          STATION RECOVERY (2006)
 LX3227
 LX3227'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3227'CURRENTLY ARE TWO ADJACENT UTILITY POLES NUMBERED W86.  SOUTHERLY POLE
 LX3227'IS CUT OFF BELOW THE WIRES.  THE MARK IS 5.6 FT NE OF THE NEW
 LX3227'NORTHERLY POLE AND 8.5 FT W OF A STONE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3364 ***********************************************************************
 LX3364  DESIGNATION -  4865
 LX3364  PID         -  LX3364
 LX3364  STATE/COUNTY-  CT/NEW LONDON
 LX3364  USGS QUAD   -  MONTVILLE (1983)
 LX3364
 LX3364                         *CURRENT SURVEY CONTROL
 LX3364  ___________________________________________________________________
 LX3364* NAD 83(1996)-  41 29 48.     (N)    072 13 33.     (W)     SCALED    
 LX3364* NAVD 88     -       128.360  (meters)     421.13   (feet)  ADJUSTED  
 LX3364  ___________________________________________________________________
 LX3364  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX3364  DYNAMIC HT  -         128.313 (meters)     420.97  (feet)  COMP
 LX3364  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 LX3364
 LX3364  VERT ORDER  -  FIRST     CLASS II
 LX3364
 LX3364.The horizontal coordinates were scaled from a topographic map and have
 LX3364.an estimated accuracy of +/- 6 seconds.
 LX3364
 LX3364.The orthometric height was determined by differential leveling
 LX3364.and adjusted by the National Geodetic Survey in June 1991..
 LX3364
 LX3364.The geoid height was determined by GEOID03.
 LX3364
 LX3364.The dynamic height is computed by dividing the NAVD 88
 LX3364.geopotential number by the normal gravity value computed on the
 LX3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3364.degrees latitude (g = 980.6199 gals.).
 LX3364
 LX3364.The modeled gravity was interpolated from observed gravity values.
 LX3364
 LX3364;                    North         East    Units  Estimated Accuracy
 LX3364;SPC CT       -   226,200.      348,570.      MT  (+/- 180 meters Scaled)
 LX3364
 LX3364                          SUPERSEDED SURVEY CONTROL
 LX3364
 LX3364  NGVD 29 (07/19/86)  128.     (m)          420.     (f) VERT ANG       
 LX3364
 LX3364.Superseded values are not recommended for survey control.
 LX3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3364.See file dsdata.txt to determine how the superseded data were derived.
 LX3364
 LX3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL315976(NAD 83)
 LX3364_MARKER: DD = SURVEY DISK
 LX3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3364_SP_SET: CONCRETE POST
 LX3364_STAMPING: 4865
 LX3364_MARK LOGO: CTGS  
 LX3364_PROJECTION: RECESSED 5 CENTIMETERS
 LX3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3364+STABILITY: SURFACE MOTION
 LX3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3364+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 LX3364
 LX3364  HISTORY     - Date     Condition        Report By
 LX3364  HISTORY     - 1975     MONUMENTED       CTGS
 LX3364  HISTORY     - 1986     GOOD             NGS
 LX3364  HISTORY     - 1989     GOOD             USPSQD
 LX3364  HISTORY     - 19900428 GOOD             USPSQD
 LX3364  HISTORY     - 19901129 GOOD             USPSQD
 LX3364  HISTORY     - 19991221 GOOD             USPSQD
 LX3364  HISTORY     - 20040417 GOOD             USPSQD
 LX3364  HISTORY     - 20060410 GOOD             USPSQD
 LX3364
 LX3364                          STATION DESCRIPTION
 LX3364
 LX3364'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (RJ)
 LX3364'THE STATION IS LOCATED 8 MILES SOUTHWEST OF THE CENTER
 LX3364'OF NORWICH, 7-1/2 MILES SOUTHEAST OF THE CENTER OF COLCHESTER,
 LX3364'AND 7-1/2 MILES NORTHWEST OF THE CENTER OF UNCASVILLE.
 LX3364'
 LX3364'TO REACH THE STATION AT THE INTERSECTION OF CONNECTICUT
 LX3364'ROUTE 354 (HEILWIELD ROAD) AND CONNECTICUT ROUTE 82
 LX3364'(NORWICH TURNPIKE) IN SALEM, GO SOUTHWEST ON CONNECTICUT ROUTE 82
 LX3364'FOR 0.15 MILE TO THE STATION ON THE RIGHT, NORTH.
 LX3364'
 LX3364'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3364'DISK, STAMPED 4865, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3364'POST 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LX3364'MONUMENT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 LX3364'144.5 FEET WEST OF CONNECTICUT LIGHT AND POWER POLE 455, 113.6
 LX3364'FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE 453, 106.2
 LX3364'FEET EAST OF CONNECTICUT LIGHT AND POWER POLE 453-S, 80.0
 LX3364'SOUTHWEST OF THE SOUTHEAST WIRE FENCE CORNER, 44.6 FEET
 LX3364'NORTHWEST OF CONNECTICUT LIGHT AND POWER POLE 454, 18 FEET
 LX3364'NORTH OF THE CONNECTICUT ROUTE 82 CENTER LINE, AND 4.6 FEET
 LX3364'SOUTH OF THE WIRE FENCE.
 LX3364'
 LX3364'REFERENCE MARK 1 IS A U.S. COAST AND GEODETIC SURVEY
 LX3364'BRONZE DISK, STAMPED 595, SET IN THE TOP OF A REINFORCED
 LX3364'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE
 LX3364'TOP OF THE MONUMENT IS 6 INCHES BELOW THE SURFACE OF THE
 LX3364'GROUND.  IT IS 79.5 FEET WEST OF CONNECTICUT LIGHT AND POWER
 LX3364'POLE 455, 73.0 FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER
 LX3364'POLE 454, 21 FEET NORTH OF THE CONNECTICUT ROUTE 82, CENTER
 LX3364'LINE, 7.9 FEET SOUTHWEST OF A SOUTHWEST WIRE FENCE CORNER,
 LX3364'AND 1.0 FOOT SOUTH OF THE WIRE FENCE.
 LX3364'
 LX3364'REFERENCE MARK 2 IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT
 LX3364'OF TRANSPORTATION ALUMINUM BASE LINE DISK, SET IN THE TOP OF
 LX3364'A REINFORCED CONCRETE POST.  THE TOP OF THE MONUMENT IS SET 6
 LX3364'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 92.8 FEET
 LX3364'NORTHEAST OF THE NORTHEAST CORNER OF A 1-1/2 STORY FRAME HOUSE
 LX3364'OWNED BY HAYNES, 51.5 FEET EAST OF CONNECTICUT LIGHT AND POWER
 LX3364'POLE 453-S, 28 FEET SOUTHEAST OF CONNECTICUT ROUTE 82 CENTER
 LX3364'LINE, AND 22.2 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX3364'TELEPHONE POLE 453.
 LX3364'
 LX3364'REFERENCE POINT 1 IS A 1/8 INCH DRILL HOLE IN A STEEL PIN, 1
 LX3364'INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET FLUSH WITH THE
 LX3364'SURFACE OF THE GROUND.  IT IS 80 FEET NORTH OF CONNECTICUT LIGHT
 LX3364'AND POWER POLE 453, 67.5 FEET WEST OF CONNECTICUT LIGHT AND
 LX3364'POWER POLE 454, 19 FEET NORTH OF THE CONNECTICUT ROUTE 82
 LX3364'CENTER LINE, AND 5.0 FEET SOUTH OF A WIRE FENCE.
 LX3364'
 LX3364'4600 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3364'BRASS DISK, STAMPED 4600, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3364'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LX3364'MONUMENT IS 1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS
 LX3364'0.15 MILE EASTERLY OF THE STATION ALONG CONNECTICUT ROUTE
 LX3364'82, 83.9 FEET SOUTH OF A 12 INCH SPRUCE TREE, 71.0 FEET
 LX3364'NORTHEAST OF THE NORTHWEST WIRE FENCE CORNER AT THE BARWAY,
 LX3364'27.4 FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER
 LX3364'POLE 461, 24 FEET SOUTHEAST OF THE CONNECTICUT ROUTE 82
 LX3364'CENTER LINE, AND 3.0 FEET NORTHWEST OF A WIRE FENCE
 LX3364'ALONG CONNECTICUT ROUTE 82.
 LX3364'
 LX3364'4866 (CGS)(AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3364'DISK, STAMPED 4866, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3364'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LX3364'MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 LX3364'0.25 MILE SOUTHWESTERLY OF THE STATION ALONG CONNECTICUT ROUTE
 LX3364'82, 99.5 FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE
 LX3364'444, 78.9 FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER POLE
 LX3364'446, 41.9 FEET NORTHEAST OF THE NORTHWEST CORNER OF AN
 LX3364'ABANDONED 2 STORY FRAME HOUSE ON THE SOUTH SIDE OF CONNECTICUT
 LX3364'ROUTE 82, 35.9 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 LX3364'ABOVE MENTIONED ABANDONED HOUSE, AND 18 FEET SOUTHEAST
 LX3364'OF THE CONNECTICUT ROUTE 82 CENTER LINE.
 LX3364'
 LX3364'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 LX3364
 LX3364                          STATION RECOVERY (1986)
 LX3364
 LX3364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3364'0.2 KM (0.15 MI) SW FROM SALEM.
 LX3364'0.2 KM (0.15 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3364'STATE HIGHWAY 354 IN SALEM TO THE MARK ON THE RIGHT, 5.64 METERS
 LX3364'(18.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.38 METERS
 LX3364'(80.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER FENCE POST, 13.59 METERS
 LX3364'(44.6 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM UTILITY POST NO.
 LX3364'454, 1.46 METERS (4.8 FT) SOUTHEAST OF A WEB WIRE FENCE.  NOTE--THE
 LX3364'MARK IS 21.94 METERS (72.0 FT) SOUTHWEST OF BENCHMARK 595 X CTGS WHICH
 LX3364'IS DESCRIBED.
 LX3364'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3364
 LX3364                          STATION RECOVERY (1989)
 LX3364
 LX3364'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3364'RECOVERED IN GOOD CONDITION.
 LX3364
 LX3364                          STATION RECOVERY (1990)
 LX3364
 LX3364'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3364'RECOVERED IN GOOD CONDITION.
 LX3364
 LX3364                          STATION RECOVERY (1990)
 LX3364
 LX3364'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3364'RECOVERED IN GOOD CONDITION.
 LX3364
 LX3364                          STATION RECOVERY (1999)
 LX3364
 LX3364'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3364'RECOVERED IN GOOD CONDITION.
 LX3364
 LX3364                          STATION RECOVERY (2004)
 LX3364
 LX3364'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3364'RECOVERED IN GOOD CONDITION.
 LX3364
 LX3364                          STATION RECOVERY (2006)
 LX3364
 LX3364'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3363 ***********************************************************************
 LX3363  DESIGNATION -  4866
 LX3363  PID         -  LX3363
 LX3363  STATE/COUNTY-  CT/NEW LONDON
 LX3363  USGS QUAD   -  MONTVILLE (1983)
 LX3363
 LX3363                         *CURRENT SURVEY CONTROL
 LX3363  ___________________________________________________________________
 LX3363* NAD 83(1986)-  41 29 39.     (N)    072 13 42.     (W)     SCALED    
 LX3363* NAVD 88     -       127.234  (meters)     417.43   (feet)  ADJUSTED  
 LX3363  ___________________________________________________________________
 LX3363  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX3363  DYNAMIC HT  -         127.187 (meters)     417.28  (feet)  COMP
 LX3363  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 LX3363
 LX3363  VERT ORDER  -  FIRST     CLASS II
 LX3363
 LX3363.The horizontal coordinates were scaled from a topographic map and have
 LX3363.an estimated accuracy of +/- 6 seconds.
 LX3363
 LX3363.The orthometric height was determined by differential leveling
 LX3363.and adjusted by the National Geodetic Survey in June 1991..
 LX3363
 LX3363.The geoid height was determined by GEOID03.
 LX3363
 LX3363.The dynamic height is computed by dividing the NAVD 88
 LX3363.geopotential number by the normal gravity value computed on the
 LX3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3363.degrees latitude (g = 980.6199 gals.).
 LX3363
 LX3363.The modeled gravity was interpolated from observed gravity values.
 LX3363
 LX3363;                    North         East    Units  Estimated Accuracy
 LX3363;SPC CT       -   225,920.      348,360.      MT  (+/- 180 meters Scaled)
 LX3363
 LX3363                          SUPERSEDED SURVEY CONTROL
 LX3363
 LX3363.No superseded survey control is available for this station.
 LX3363
 LX3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL313973(NAD 83)
 LX3363_MARKER: DD = SURVEY DISK
 LX3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3363_SP_SET: CONCRETE POST
 LX3363_STAMPING: 4866
 LX3363_MARK LOGO: CTGS  
 LX3363_PROJECTION: RECESSED 5 CENTIMETERS
 LX3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3363+STABILITY: SURFACE MOTION
 LX3363
 LX3363  HISTORY     - Date     Condition        Report By
 LX3363  HISTORY     - 1975     MONUMENTED       CTGS
 LX3363  HISTORY     - 1986     GOOD             NGS
 LX3363  HISTORY     - 1989     GOOD             USPSQD
 LX3363  HISTORY     - 19900428 GOOD             USPSQD
 LX3363  HISTORY     - 19901129 GOOD             USPSQD
 LX3363  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 LX3363  HISTORY     - 20060410 GOOD             USPSQD
 LX3363
 LX3363                          STATION DESCRIPTION
 LX3363
 LX3363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3363'0.6 KM (0.4 MI) SW FROM SALEM.
 LX3363'0.6 KM (0.4 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3363'STATE HIGHWAY 354 IN SALEM TO THE MARK ON THE LEFT, 5.61 METERS (18.4
 LX3363'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.33 METERS (99.5 FT)
 LX3363'NORTHEAST OF UTILITY POLE NO. 444 WITH ONE GUY WIRE, 24.05 METERS
 LX3363'(78.9 FT) SOUTHWEST OF UTILITY POLE NO. 446 WITH TWO GUY WIRES
 LX3363'AND A TRANSFORMER.
 LX3363'THE MARK IS 0.27 METERS  NNW FROM  A WITNESS POST
 LX3363'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3363
 LX3363                          STATION RECOVERY (1989)
 LX3363
 LX3363'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3363'RECOVERED IN GOOD CONDITION.
 LX3363
 LX3363                          STATION RECOVERY (1990)
 LX3363
 LX3363'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3363'RECOVERED IN GOOD CONDITION.
 LX3363
 LX3363                          STATION RECOVERY (1990)
 LX3363
 LX3363'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3363'RECOVERED IN GOOD CONDITION.
 LX3363
 LX3363                          STATION RECOVERY (2004)
 LX3363
 LX3363'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3363'MARK NOT FOUND.
 LX3363
 LX3363                          STATION RECOVERY (2006)
 LX3363
 LX3363'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0827 ***********************************************************************
 LX0827  DESIGNATION -  487
 LX0827  PID         -  LX0827
 LX0827  STATE/COUNTY-  CT/FAIRFIELD
 LX0827  USGS QUAD   -  WESTPORT (1975)
 LX0827
 LX0827                         *CURRENT SURVEY CONTROL
 LX0827  ___________________________________________________________________
 LX0827* NAD 83(1986)-  41 08 25.     (N)    073 16 17.     (W)     SCALED    
 LX0827* NAVD 88     -         3.861  (meters)      12.67   (feet)  ADJUSTED  
 LX0827  ___________________________________________________________________
 LX0827  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0827  DYNAMIC HT  -           3.860 (meters)      12.66  (feet)  COMP
 LX0827  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LX0827
 LX0827  VERT ORDER  -  FIRST     CLASS I
 LX0827
 LX0827.The horizontal coordinates were scaled from a topographic map and have
 LX0827.an estimated accuracy of +/- 6 seconds.
 LX0827
 LX0827.The orthometric height was determined by differential leveling
 LX0827.and adjusted by the National Geodetic Survey in June 1991..
 LX0827
 LX0827.The geoid height was determined by GEOID03.
 LX0827
 LX0827.The dynamic height is computed by dividing the NAVD 88
 LX0827.geopotential number by the normal gravity value computed on the
 LX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0827.degrees latitude (g = 980.6199 gals.).
 LX0827
 LX0827.The modeled gravity was interpolated from observed gravity values.
 LX0827
 LX0827;                    North         East    Units  Estimated Accuracy
 LX0827;SPC CT       -   186,620.      261,030.      MT  (+/- 180 meters Scaled)
 LX0827
 LX0827                          SUPERSEDED SURVEY CONTROL
 LX0827
 LX0827  NGVD 29 (??/??/92)    4.193  (m)           13.76   (f) ADJ UNCH    1 1
 LX0827
 LX0827.Superseded values are not recommended for survey control.
 LX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0827.See file dsdata.txt to determine how the superseded data were derived.
 LX0827
 LX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL450557(NAD 83)
 LX0827_MARKER: DD = SURVEY DISK
 LX0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0827_STAMPING: 487
 LX0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0827+STABILITY: SURFACE MOTION
 LX0827
 LX0827  HISTORY     - Date     Condition        Report By
 LX0827  HISTORY     - UNK      MONUMENTED       CTGS
 LX0827  HISTORY     - 1965     GOOD             NGS
 LX0827  HISTORY     - 1982     GOOD             NGS
 LX0827
 LX0827                          STATION DESCRIPTION
 LX0827
 LX0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0827'AT FAIRFIELD.
 LX0827'AT FAIRFIELD, ABOUT 0.9 MILE WEST ALONG U.S. HIGHWAY 1 FROM
 LX0827'THE POST OFFICE AT FAIRFIELD, ABOUT 0.15 MILE EAST OF THE
 LX0827'EAST END OF THE HIGHWAY BRIDGE OVER MILL RIVER, ABOUT 85 YARDS
 LX0827'WEST OF THE JUNCTION OF FAIRFIELD PLACE, AT THE EAST EDGE OF
 LX0827'THE WEST ONE OF TWO CONCRETE DRIVES TO THE ELECTRIC STORAGE
 LX0827'BATTERY COMPANY PLANT, 21.3 FEET NORTH OF THE CENTER LINE OF THE
 LX0827'HIGHWAY, 32.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STEEL
 LX0827'FENCE AROUND THE WEST END OF THE PLANT, 0.9 FOOT SOUTH OF THE NORTH
 LX0827'CURB LINE OF THE HIGHWAY, 34.4 FEET SOUTH OF THE SOUTHEAST
 LX0827'CORNER OF THE WEST ONE OF TWO OFFSETS ALONG THE SOUTH WALL OF
 LX0827'THE PLANT, IN A BLACK TOP STRIP ALONG THE NORTH SIDE OF THE
 LX0827'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 1/2 INCH BELOW
 LX0827'THE BLACK TOP.
 LX0827
 LX0827                          STATION RECOVERY (1982)
 LX0827
 LX0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3330 ***********************************************************************
 LX3330  DESIGNATION -  4875
 LX3330  PID         -  LX3330
 LX3330  STATE/COUNTY-  CT/NEW LONDON
 LX3330  USGS QUAD   -  MONTVILLE (1983)
 LX3330
 LX3330                         *CURRENT SURVEY CONTROL
 LX3330  ___________________________________________________________________
 LX3330* NAD 83(1996)-  41 26 41.     (N)    072 13 51.     (W)     SCALED    
 LX3330* NAVD 88     -        70.664  (meters)     231.84   (feet)  ADJUSTED  
 LX3330  ___________________________________________________________________
 LX3330  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX3330  DYNAMIC HT  -          70.639 (meters)     231.75  (feet)  COMP
 LX3330  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LX3330
 LX3330  VERT ORDER  -  FIRST     CLASS II
 LX3330
 LX3330.The horizontal coordinates were scaled from a topographic map and have
 LX3330.an estimated accuracy of +/- 6 seconds.
 LX3330
 LX3330.The orthometric height was determined by differential leveling
 LX3330.and adjusted by the National Geodetic Survey in June 1991..
 LX3330
 LX3330.The geoid height was determined by GEOID03.
 LX3330
 LX3330.The dynamic height is computed by dividing the NAVD 88
 LX3330.geopotential number by the normal gravity value computed on the
 LX3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3330.degrees latitude (g = 980.6199 gals.).
 LX3330
 LX3330.The modeled gravity was interpolated from observed gravity values.
 LX3330
 LX3330;                    North         East    Units  Estimated Accuracy
 LX3330;SPC CT       -   220,430.      348,190.      MT  (+/- 180 meters Scaled)
 LX3330
 LX3330                          SUPERSEDED SURVEY CONTROL
 LX3330
 LX3330  NGVD 29 (07/19/86)   71.     (m)          233.     (f) VERT ANG       
 LX3330
 LX3330.Superseded values are not recommended for survey control.
 LX3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3330.See file dsdata.txt to determine how the superseded data were derived.
 LX3330
 LX3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL313918(NAD 83)
 LX3330_MARKER: DD = SURVEY DISK
 LX3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3330_SP_SET: CONCRETE POST
 LX3330_STAMPING: 4875
 LX3330_MARK LOGO: CTGS  
 LX3330_PROJECTION: FLUSH
 LX3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3330+STABILITY: SURFACE MOTION
 LX3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3330+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3330
 LX3330  HISTORY     - Date     Condition        Report By
 LX3330  HISTORY     - 1975     MONUMENTED       CTGS
 LX3330  HISTORY     - 1986     GOOD             NGS
 LX3330  HISTORY     - 1989     GOOD             USPSQD
 LX3330  HISTORY     - 19900428 GOOD             USPSQD
 LX3330  HISTORY     - 19901115 GOOD             USPSQD
 LX3330  HISTORY     - 20060412 GOOD             USPSQD
 LX3330
 LX3330                          STATION DESCRIPTION
 LX3330
 LX3330'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LX3330'THE STATION IS LOCATED ABOUT 5-3/4 MILES WEST OF THE
 LX3330'JUNCTION OF THE CONNECTICUT TURNPIKE AND CONNECTICUT ROUTE 163,
 LX3330'5-3/4 MILES EAST OF THE JUNCTION OF CONNECTICUT ROUTES
 LX3330'156 AND 82, 3-1/4 MILES SOUTHWEST OF THE SOUTHERN TIP OF
 LX3330'OXBOXO LAKE IN MONTVILLE AND 2-3/4 MILES SOUTH OF THE
 LX3330'JUNCTION OF CONNECTICUT ROUTES 82 AND 85 (SALEM FOUR CORNERS) IN
 LX3330'SALEM.
 LX3330'
 LX3330'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTES
 LX3330'161 (FLANDERS ROAD) AND 85 (HARTFORD-NEW LONDON TURNPIKE) IN
 LX3330'MONTVILLE GO NORTHERLY ALONG CONNECTICUT ROUTE 85 FOR 1.4 MILES
 LX3330'TO THE STATION ON THE RIGHT SIDE OF THE ROAD.
 LX3330'
 LX3330'THE STATION IS A CONNECTICUT GEODETIC SURVEY BRASS DISK, STAMPED
 LX3330'4875, SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG
 LX3330'REINFORCED CONCRETE POST.  THE TOP IS FLUSH WITH THE SURFACE OF
 LX3330'THE GROUND.  IT IS 212 FEET SOUTH OF THE MONTVILLE-SALEM TOWN
 LX3330'LINE SIGN ON THE EAST SIDE OF THE ROAD, 79.5 FEET NORTHWEST OF
 LX3330'SOUTHERN NEW ENGLAND TELEPHONE POLE 2139, 57.3 FEET SOUTHEAST OF
 LX3330'THE NORTHERLY END OF THE HIGHWAY GUARD RAIL ON THE WEST SIDE OF
 LX3330'THE ROAD, 35.5 FEET NORTH OF THE NORTHWEST CORNER OF A CATCH
 LX3330'BASIN AND 21.5 FEET EAST OF THE CENTERLINE OF CONNECTICUT
 LX3330'ROUTE 85.
 LX3330'
 LX3330'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 IN HEAD OF A BRASS
 LX3330'BOLT, THE SHAFT SET IN A 1/4 IN DRILL HOLE IN A 2 FOOT BY 3
 LX3330'FOOT BOULDER.  IT IS 79 FEET NORTH OF SOUTHERN NEW ENGLAND
 LX3330'TELEPHONE POLE 2139, 68 FEET SOUTHEAST OF THE NORTHERLY END OF
 LX3330'THE HIGHWAY GUARD RAIL ON THE WEST SIDE OF THE ROAD, 40.5 FEET
 LX3330'NORTHEAST OF THE NORTHWEST CORNER OF A CATCH BASIN AND 36.5 FEET
 LX3330'EAST OF THE CENTERLINE OF CONNECTICUT ROUTE 85.  IT PROJECTS 2
 LX3330'INCHES ABOVE THE SURFACE OF THE GROUND.
 LX3330'
 LX3330'REFERENCE POINT 1 (A POINT) IS A PUNCH MARK IN THE TOP OF A
 LX3330'3/4 IN SQUARE AND 48 IN LONG STEEL PIN.  THE TOP PROJECTS 3 IN ABOVE
 LX3330'THE SURFACE OF THE GROUND.  IT IS 60.5 FEET NORTH OF SOUTHERN
 LX3330'NEW ENGLAND TELEPHONE POLE 2139, 32.5 FEET EAST OF THE CENTERLINE
 LX3330'OF CONNECTICUT ROUTE 85 AND 22 FEET NORTHEAST OF THE NORTHEAST
 LX3330'CORNER OF THE CATCH BASIN.
 LX3330'
 LX3330'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 IN HEAD OF A BRASS
 LX3330'BOLT, THE SHAFT SET IN A 1/4 IN DRILL HOLE IN A 2 FOOT BY 3
 LX3330'FOOT BOULDER.  IT IS 57.5 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX3330'TELEPHONE POLE 2139, 25 FEET EAST OF THE CENTERLINE OF
 LX3330'CONNECTICUT ROUTE 85 AND 15.1 FEET NORTH OF THE NORTHWEST CORNER
 LX3330'OF THE CATCH BASIN.  IT PROJECTS 6 INCHES ABOVE THE SURFACE OF
 LX3330'THE GROUND.
 LX3330'
 LX3330'REFERENCE MARK 3 IS A PUNCH MARK IN THE 1/2 IN HEAD OF A BRASS
 LX3330'BOLT, THE SHAFT SET IS A 1/4 IN DRILL HOLE IN THE CENTER OF
 LX3330'THE WESTERLY SIDE OF A CATCH BASIN.  IT IS 44 FEET NORTHWEST OF
 LX3330'SOUTHERN NEW ENGLAND TELEPHONE POLE 2139 AND 20.5 FEET EAST OF
 LX3330'THE CENTERLINE OF CONNECTICUT ROUTE 85.  IT SI FLUSH WITH THE
 LX3330'SURFACE OF THE ROAD.
 LX3330'
 LX3330'4877 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3330'BRASS DISK, STAMPED 4877, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LX3330'BY 48 INCHES LONG REINFORCED CONCRETE MONUMENT.  THE TOP IS 3
 LX3330'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 1,223 FEET
 LX3330'SOUTH OF THE STATION, 228 FEET SOUTH OF WHERE THE CENTERLINE OF
 LX3330'SALEM TURNPIKE ROAD MEETS THE WEST EDGE OF CONNECTICUT ROUTE 85,
 LX3330'157 FEET SOUTH OF THE SOUTHEAST CORNER OF A 2-1/2 STORY
 LX3330'FRAME HOUSE MEASURING ALONG THE WEST EDGE OF THE ROAD, 77.5
 LX3330'FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2133 AND
 LX3330'17.5 FEET WEST OF THE CENTERLINE OF CONNECTICUT ROUTE 85.
 LX3330'
 LX3330'4876 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3330'BRASS DISK, STAMPED 4876, SET IN THE TOP OF A 6 INCH BY 6 INCH
 LX3330'BY 48 INCHES LONG REINFORCED CONCRETE MONUMENT.  THE TOP IS 3
 LX3330'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS ABOUT 1,521 FEET
 LX3330'NORTHWEST OF THE STATION, 1,309 FEET NORTHWEST OF THE
 LX3330'SALEM-MONTVILLE TOWN LINE SIGN, 143.5 FEET EAST OF THE SOUTHEAST
 LX3330'CORNER OF A 1 STORY FRAME HOUSE, 89 FEET NORTHWEST OF SOUTHERN
 LX3330'NEW ENGLAND TELEPHONE POLE NUMBER 5 AND 18 FEET WEST OF THE
 LX3330'CENTERLINE OF CONNECTICUT ROUTE 85.
 LX3330'
 LX3330'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 LX3330
 LX3330                          STATION RECOVERY (1986)
 LX3330
 LX3330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3330'2.3 KM (1.4 MI) NW FROM CHESTERFIELD.
 LX3330'2.3 KM (1.4 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 LX3330'STATE HIGHWAY 161 IN CHESTERFIELD TO THE MARK ON THE RIGHT, 64.62
 LX3330'METERS (212.0 FT) SOUTHEAST OF THE MONTVILLE-SALEM TOWN LINE SIGN ON
 LX3330'THE EAST SIDE OF THE HIGHWAY, 6.37 METERS (20.9 FT) NORTHEAST OF THE
 LX3330'CENTERLINE OF THE HIGHWAY, 24.23 METERS (79.5 FT) NORTHWEST OF UTILITY
 LX3330'POLE NO. 2139, 17.46 METERS (57.3 FT) SOUTHEAST OF THE NORTHERLY END
 LX3330'OF A STEEL CABLE GUARDRAIL ON THE WEST SIDE OF THE HIGHWAY, 10.82
 LX3330'METERS (35.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CATCH BASIN.
 LX3330'THE MARK IS 0.34 METERS  SW FROM  A WITNESS POST
 LX3330'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3330
 LX3330                          STATION RECOVERY (1989)
 LX3330
 LX3330'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3330'RECOVERED IN GOOD CONDITION.
 LX3330
 LX3330                          STATION RECOVERY (1990)
 LX3330
 LX3330'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3330'RECOVERED IN GOOD CONDITION.
 LX3330
 LX3330                          STATION RECOVERY (1990)
 LX3330
 LX3330'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3330'RECOVERED IN GOOD CONDITION.
 LX3330
 LX3330                          STATION RECOVERY (2006)
 LX3330
 LX3330'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3329 ***********************************************************************
 LX3329  DESIGNATION -  4876
 LX3329  PID         -  LX3329
 LX3329  STATE/COUNTY-  CT/NEW LONDON
 LX3329  USGS QUAD   -  MONTVILLE (1983)
 LX3329
 LX3329                         *CURRENT SURVEY CONTROL
 LX3329  ___________________________________________________________________
 LX3329* NAD 83(1986)-  41 26 53.     (N)    072 14 01.     (W)     SCALED    
 LX3329* NAVD 88     -        91.974  (meters)     301.75   (feet)  ADJUSTED  
 LX3329  ___________________________________________________________________
 LX3329  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX3329  DYNAMIC HT  -          91.941 (meters)     301.64  (feet)  COMP
 LX3329  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 LX3329
 LX3329  VERT ORDER  -  FIRST     CLASS II
 LX3329
 LX3329.The horizontal coordinates were scaled from a topographic map and have
 LX3329.an estimated accuracy of +/- 6 seconds.
 LX3329
 LX3329.The orthometric height was determined by differential leveling
 LX3329.and adjusted by the National Geodetic Survey in June 1991..
 LX3329
 LX3329.The geoid height was determined by GEOID03.
 LX3329
 LX3329.The dynamic height is computed by dividing the NAVD 88
 LX3329.geopotential number by the normal gravity value computed on the
 LX3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3329.degrees latitude (g = 980.6199 gals.).
 LX3329
 LX3329.The modeled gravity was interpolated from observed gravity values.
 LX3329
 LX3329;                    North         East    Units  Estimated Accuracy
 LX3329;SPC CT       -   220,800.      347,950.      MT  (+/- 180 meters Scaled)
 LX3329
 LX3329                          SUPERSEDED SURVEY CONTROL
 LX3329
 LX3329.No superseded survey control is available for this station.
 LX3329
 LX3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL310921(NAD 83)
 LX3329_MARKER: DD = SURVEY DISK
 LX3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3329_SP_SET: CONCRETE POST
 LX3329_STAMPING: 4876
 LX3329_MARK LOGO: CTGS  
 LX3329_PROJECTION: RECESSED 10 CENTIMETERS
 LX3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3329+STABILITY: SURFACE MOTION
 LX3329
 LX3329  HISTORY     - Date     Condition        Report By
 LX3329  HISTORY     - 1975     MONUMENTED       CTGS
 LX3329  HISTORY     - 1986     GOOD             NGS
 LX3329  HISTORY     - 1989     GOOD             USPSQD
 LX3329  HISTORY     - 19900428 GOOD             USPSQD
 LX3329  HISTORY     - 19901115 GOOD             USPSQD
 LX3329
 LX3329                          STATION DESCRIPTION
 LX3329
 LX3329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3329'2.7 KM (1.65 MI) NW FROM CHESTERFIELD.
 LX3329'2.65 KM (1.65 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION
 LX3329'OF STATE HIGHWAY 161 IN CHESTERFIELD TO THE MARK ON THE LEFT, 5.61
 LX3329'METERS (18.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 43.74
 LX3329'METERS (143.5 FT) EAST OF THE SOUTHEAST CORNER OF A ONE-STORY FRAME
 LX3329'HOUSE NO. 539 AND OWNED BY MR. BOHARA, 27.13 METERS (89.0 FT)
 LX3329'NORTHWEST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 5 WITH ONE
 LX3329'GUY WIRE AND TRANSFORMER, 26.70 METERS (87.6 FT) NORTH-NORTHWEST OF A
 LX3329'POWER LINE BRACE POLE NO. 55 WITH ONE GUY WIRE AND ACROSS A BLACKTOP
 LX3329'DRIVE, 13.11 METERS (43.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 LX3329'DRIVE.
 LX3329'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3329
 LX3329                          STATION RECOVERY (1989)
 LX3329
 LX3329'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3329'RECOVERED IN GOOD CONDITION.
 LX3329
 LX3329                          STATION RECOVERY (1990)
 LX3329
 LX3329'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3329'RECOVERED IN GOOD CONDITION.
 LX3329
 LX3329                          STATION RECOVERY (1990)
 LX3329
 LX3329'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3331 ***********************************************************************
 LX3331  DESIGNATION -  4877
 LX3331  PID         -  LX3331
 LX3331  STATE/COUNTY-  CT/NEW LONDON
 LX3331  USGS QUAD   -  MONTVILLE (1983)
 LX3331
 LX3331                         *CURRENT SURVEY CONTROL
 LX3331  ___________________________________________________________________
 LX3331* NAD 83(1986)-  41 26 30.     (N)    072 13 42.     (W)     SCALED    
 LX3331* NAVD 88     -        50.380  (meters)     165.29   (feet)  ADJUSTED  
 LX3331  ___________________________________________________________________
 LX3331  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX3331  DYNAMIC HT  -          50.362 (meters)     165.23  (feet)  COMP
 LX3331  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 LX3331
 LX3331  VERT ORDER  -  FIRST     CLASS II
 LX3331
 LX3331.The horizontal coordinates were scaled from a topographic map and have
 LX3331.an estimated accuracy of +/- 6 seconds.
 LX3331
 LX3331.The orthometric height was determined by differential leveling
 LX3331.and adjusted by the National Geodetic Survey in June 1991..
 LX3331
 LX3331.The geoid height was determined by GEOID03.
 LX3331
 LX3331.The dynamic height is computed by dividing the NAVD 88
 LX3331.geopotential number by the normal gravity value computed on the
 LX3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3331.degrees latitude (g = 980.6199 gals.).
 LX3331
 LX3331.The modeled gravity was interpolated from observed gravity values.
 LX3331
 LX3331;                    North         East    Units  Estimated Accuracy
 LX3331;SPC CT       -   220,090.      348,400.      MT  (+/- 180 meters Scaled)
 LX3331
 LX3331                          SUPERSEDED SURVEY CONTROL
 LX3331
 LX3331.No superseded survey control is available for this station.
 LX3331
 LX3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL315914(NAD 83)
 LX3331_MARKER: DD = SURVEY DISK
 LX3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3331_SP_SET: CONCRETE POST
 LX3331_STAMPING: 4877
 LX3331_MARK LOGO: CTGS  
 LX3331_PROJECTION: RECESSED 10 CENTIMETERS
 LX3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3331+STABILITY: SURFACE MOTION
 LX3331
 LX3331  HISTORY     - Date     Condition        Report By
 LX3331  HISTORY     - 1975     MONUMENTED       CTGS
 LX3331  HISTORY     - 1986     GOOD             NGS
 LX3331  HISTORY     - 1989     GOOD             USPSQD
 LX3331  HISTORY     - 19900428 GOOD             USPSQD
 LX3331  HISTORY     - 19901115 GOOD             USPSQD
 LX3331
 LX3331                          STATION DESCRIPTION
 LX3331
 LX3331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3331'1.9 KM (1.2 MI) NW FROM CHESTERFIELD.
 LX3331'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 LX3331'STATE HIGHWAY 161 IN CHESTERFIELD TO THE MARK ON THE LEFT, 69.49
 LX3331'METERS (228.0 FT) SOUTH OF THE CENTER OF SALEM TURNPIKE, 5.27 METERS
 LX3331'(17.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 47.85 METERS
 LX3331'(157.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 2-STORY FRAME HOUSE,
 LX3331'23.62 METERS (77.5 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM
 LX3331'UTILITY POLE NO. 2133.
 LX3331'THE MARK IS 0.12 M BELOW HIGHWAY.
 LX3331
 LX3331                          STATION RECOVERY (1989)
 LX3331
 LX3331'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3331'RECOVERED IN GOOD CONDITION.
 LX3331
 LX3331                          STATION RECOVERY (1990)
 LX3331
 LX3331'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3331'RECOVERED IN GOOD CONDITION.
 LX3331
 LX3331                          STATION RECOVERY (1990)
 LX3331
 LX3331'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3340 ***********************************************************************
 LX3340  DESIGNATION -  4878
 LX3340  PID         -  LX3340
 LX3340  STATE/COUNTY-  CT/NEW LONDON
 LX3340  USGS QUAD   -  MONTVILLE (1983)
 LX3340
 LX3340                         *CURRENT SURVEY CONTROL
 LX3340  ___________________________________________________________________
 LX3340* NAD 83(1996)-  41 22 51.     (N)    072 13 02.     (W)     SCALED    
 LX3340* NAVD 88     -        45.462  (meters)     149.15   (feet)  ADJUSTED  
 LX3340  ___________________________________________________________________
 LX3340  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX3340  DYNAMIC HT  -          45.446 (meters)     149.10  (feet)  COMP
 LX3340  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LX3340
 LX3340  VERT ORDER  -  FIRST     CLASS II
 LX3340
 LX3340.The horizontal coordinates were scaled from a topographic map and have
 LX3340.an estimated accuracy of +/- 6 seconds.
 LX3340
 LX3340.The orthometric height was determined by differential leveling
 LX3340.and adjusted by the National Geodetic Survey in June 1991..
 LX3340
 LX3340.The geoid height was determined by GEOID03.
 LX3340
 LX3340.The dynamic height is computed by dividing the NAVD 88
 LX3340.geopotential number by the normal gravity value computed on the
 LX3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3340.degrees latitude (g = 980.6199 gals.).
 LX3340
 LX3340.The modeled gravity was interpolated from observed gravity values.
 LX3340
 LX3340;                    North         East    Units  Estimated Accuracy
 LX3340;SPC CT       -   213,340.      349,370.      MT  (+/- 180 meters Scaled)
 LX3340
 LX3340                          SUPERSEDED SURVEY CONTROL
 LX3340
 LX3340  NGVD 29 (07/19/86)   45.8    (m)          150.     (f) VERT ANG       
 LX3340
 LX3340.Superseded values are not recommended for survey control.
 LX3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3340.See file dsdata.txt to determine how the superseded data were derived.
 LX3340
 LX3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL326847(NAD 83)
 LX3340_MARKER: DD = SURVEY DISK
 LX3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3340_SP_SET: CONCRETE POST
 LX3340_STAMPING: 4878
 LX3340_MARK LOGO: CTGS  
 LX3340_PROJECTION: RECESSED 5 CENTIMETERS
 LX3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3340+STABILITY: SURFACE MOTION
 LX3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3340+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 LX3340
 LX3340  HISTORY     - Date     Condition        Report By
 LX3340  HISTORY     - 1975     MONUMENTED       CTGS
 LX3340  HISTORY     - 1986     GOOD             NGS
 LX3340  HISTORY     - 1990     GOOD             USPSQD
 LX3340  HISTORY     - 20030430 GOOD             USPSQD
 LX3340  HISTORY     - 20060405 GOOD             USPSQD
 LX3340
 LX3340                          STATION DESCRIPTION
 LX3340
 LX3340'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LX3340'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE JUNCTION OF
 LX3340'CONNECTICUT ROUTES 161 AND 85, 2-3/4 MILES SOUTHWEST OF THE
 LX3340'JUNCTION OF THE CONNECTICUT TURNPIKE AND CONNECTICUT ROUTE 85
 LX3340'AND 1-1/4 MILES WEST OF THE JUNCTION OF THE CONNECTICUT TURNPIKE
 LX3340'AND INTERSTATE 95.
 LX3340'
 LX3340'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTES 161
 LX3340'(CHESTERFIELD ROAD) AND 51 (BOSTON POST ROAD) GO NORTHERLY ALONG
 LX3340'CONNECTICUT ROUTE 161 AND 1.1 MILE TO THE STATION ON THE LEFT
 LX3340'SIDE OF THE ROAD OPPOSITE THE CEDAR RIDGE GOLF COURSE.
 LX3340'
 LX3340'THE STATION IS A CONNECTICUT GEODETIC SURVEY BRASS DISK, STAMPED
 LX3340'4878, SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG
 LX3340'REINFORCED CONCRETE POST.  THE TOP IS 2 INCHES BELOW THE SURFACE
 LX3340'OF THE GROUND.  IT IS 107 FEET SOUTHWEST OF THE TOP BOLT ON A
 LX3340'FIRE HYDRANT ON THE EAST SIDE OF THE ROAD, 60 FEET NORTHWEST OF
 LX3340'THE NORTHERLY END OF A STONE WALL RUNNING ALONG THE EAST SIDE
 LX3340'OF THE ROAD AND ON THE SOUTH SIDE OF A BITUMINOUS DRIVE, 55
 LX3340'FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE NUMBER
 LX3340'969, 41.7 FEET EAST OF THE CENTERLINE OF DRABIK ROAD AND 17
 LX3340'FEET WEST OF THE CENTERLINE OF CONNECTICUT ROUTE 161.
 LX3340'
 LX3340'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 IN HEAD OF A BRASS
 LX3340'BOLT, THE SHAFT SET IN A 1/4 IN DRILL HOLE IN A BASE STONE OF A
 LX3340'STONE WALL RUNNING ALONG THE EAST SIDE OF THE ROAD.  IT IS
 LX3340'87.5 FEET SOUTHEAST OF THE TOP BOLT ON A FIRE HYDRANT ON THE EAST
 LX3340'SIDE OF THE ROAD, 40.5 FEET EAST OF THE CENTERLINE OF CONNECTICUT
 LX3340'ROUTE 161 AND 14 FEET NORTH OF THE SOUTHERLY END OF THE STONE
 LX3340'WALL NEAR THE NORTH SIDE OF THE BITUMINOUS DRIVE.  IT PROJECTS 8
 LX3340'INCHES ABOVE THE SURFACE OF THE GROUND.
 LX3340'
 LX3340'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 IN HEAD OF A
 LX3340'BRASS BOLT, THE SHAFT SET IN A 1/4 IN DRILL HOLE IN A BASE
 LX3340'STONE OF THE STONE WALL RUNNING ALONG THE EAST SIDE OF THE
 LX3340'ROAD.  IT IS 41 FEET EAST OF THE CENTERLINE OF CONNECTICUT
 LX3340'ROUTE 161 AND 31 FEET SOUTH OF THE NORTHERLY END OF THE STONE
 LX3340'WALL ON THE SOUTH SIDE OF THE BITUMINOUS DRIVE.  IT PROJECT 6
 LX3340'INCHES ABOVE THE SURFACE OF THE GROUND.
 LX3340'
 LX3340'REFERENCE MARK 3 IS A PUNCH MARK IN THE TOP OF A U.S. COAST
 LX3340'AND GEODETIC SURVEY AND STATE SURVEY BRONZE DISK, STAMPED 3420,
 LX3340'SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED
 LX3340'CONCRETE MONUMENT.  THE TOP IS 3 INCHES BELOW THE SURFACE OF THE
 LX3340'GROUND.  IT IS 49 FEET SOUTHWEST OF THE TOP BOLT ON THE FIRE
 LX3340'HYDRANT, 22 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3340'POLE 969 AND 17 FEET WEST OF THE CENTERLINE OF CONNECTICUT
 LX3340'ROUTE 161.
 LX3340'
 LX3340'3421 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LX3340'AND STATE SURVEY BRONZE DISK, STAMPED 3421, SET IN THE TOP OF A
 LX3340'6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE
 LX3340'MONUMENT.  THE TOP IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 LX3340'IS 76.5 FEET NORTHWEST OF S.N.E.T. COMPANY POLE 979, 74.3 FEET
 LX3340'SOUTHWEST OF S.N.E.T. CO. POLE 980, 25 FEET WEST OF THE
 LX3340'CENTERLINE OF CONN. ROUTE 161, 15 FEET EAST OF THE CENTERLINE OF
 LX3340'A STONE WALL RUNNING ALONG THE WEST SIDE OF THE ROAD AND 4.4
 LX3340'FEET NORTH OF AN OLD RANDOM STONE.
 LX3340'
 LX3340'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE JUNCTION OF
 LX3340'CONN. ROUTES 161 AND 85, 3 MILES SOUTHWEST OF THE JUNCTION OF
 LX3340'THE CONN. TURNPIKE AND CONN. ROUTE 85 AND 1-1/2 MILES WEST OF
 LX3340'THE JUNCTION OF THE CONN. TURNPIKE AND I-95.
 LX3340'
 LX3340'TO REACH THE STATION FROM THE JUNCTION OF CONN. ROUTES 161
 LX3340'(CHESTERFIELD ROAD) AND 51 (BOSTON POST ROAD) GO NORTHERLY ALONG
 LX3340'CONN., ROUTE 161 FOR 1.35 MILES TO THE STATION ON THE LEFT SIDE
 LX3340'OF THE ROAD.
 LX3340'
 LX3340'HEIGHT OF LIGHT ABOVE STATION MARK 1.60 METERS.
 LX3340
 LX3340                          STATION RECOVERY (1986)
 LX3340
 LX3340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3340'1.8 KM (1.1 MI) NORTH FROM FLANDERS.
 LX3340'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 161 FROM THE INTERSECTION OF
 LX3340'U.S. HIGHWAY 1 IN FLANDERS TO THE MARK ON THE LEFT, JUST SOUTHEAST OF
 LX3340'THE JUNCTION OF DRABIK ROAD AND OPPOSITE THE CEDAR RIDGE GOLF COURSE,
 LX3340'5.12 METERS (16.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3340'16.76 METERS (55.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE NO. 969, 13.11
 LX3340'METERS (43.0 FT) NORTHEAST OF THE CENTER OF DRABIK ROAD, AND 21.03
 LX3340'METERS (69.0 FT) SOUTH-SOUTHEAST OF BENCHMARK 3420 CTGS DESCRIBED.
 LX3340'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3340
 LX3340                          STATION RECOVERY (1990)
 LX3340
 LX3340'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3340'RECOVERED IN GOOD CONDITION.
 LX3340
 LX3340                          STATION RECOVERY (2003)
 LX3340
 LX3340'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3340'DID NOT FIND RM 1 AND 2 AND 3 AND AZIMUTH
 LX3340
 LX3340                          STATION RECOVERY (2006)
 LX3340
 LX3340'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3341 ***********************************************************************
 LX3341  DESIGNATION -  4879
 LX3341  PID         -  LX3341
 LX3341  STATE/COUNTY-  CT/NEW LONDON
 LX3341  USGS QUAD   -  MONTVILLE (1983)
 LX3341
 LX3341                         *CURRENT SURVEY CONTROL
 LX3341  ___________________________________________________________________
 LX3341* NAD 83(1986)-  41 22 41.     (N)    072 12 49.     (W)     SCALED    
 LX3341* NAVD 88     -        33.474  (meters)     109.82   (feet)  ADJUSTED  
 LX3341  ___________________________________________________________________
 LX3341  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3341  DYNAMIC HT  -          33.463 (meters)     109.79  (feet)  COMP
 LX3341  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LX3341
 LX3341  VERT ORDER  -  FIRST     CLASS II
 LX3341
 LX3341.The horizontal coordinates were scaled from a topographic map and have
 LX3341.an estimated accuracy of +/- 6 seconds.
 LX3341
 LX3341.The orthometric height was determined by differential leveling
 LX3341.and adjusted by the National Geodetic Survey in June 1991..
 LX3341
 LX3341.The geoid height was determined by GEOID03.
 LX3341
 LX3341.The dynamic height is computed by dividing the NAVD 88
 LX3341.geopotential number by the normal gravity value computed on the
 LX3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3341.degrees latitude (g = 980.6199 gals.).
 LX3341
 LX3341.The modeled gravity was interpolated from observed gravity values.
 LX3341
 LX3341;                    North         East    Units  Estimated Accuracy
 LX3341;SPC CT       -   213,040.      349,670.      MT  (+/- 180 meters Scaled)
 LX3341
 LX3341                          SUPERSEDED SURVEY CONTROL
 LX3341
 LX3341.No superseded survey control is available for this station.
 LX3341
 LX3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL330844(NAD 83)
 LX3341_MARKER: DD = SURVEY DISK
 LX3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3341_SP_SET: CONCRETE POST
 LX3341_STAMPING: 4879
 LX3341_MARK LOGO: CTGS  
 LX3341_PROJECTION: RECESSED 5 CENTIMETERS
 LX3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3341+STABILITY: SURFACE MOTION
 LX3341
 LX3341  HISTORY     - Date     Condition        Report By
 LX3341  HISTORY     - 1975     MONUMENTED       CTGS
 LX3341  HISTORY     - 1986     GOOD             NGS
 LX3341  HISTORY     - 1990     GOOD             USPSQD
 LX3341  HISTORY     - 20030430 MARK NOT FOUND   USPSQD
 LX3341
 LX3341                          STATION DESCRIPTION
 LX3341
 LX3341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3341'1.4 KM (0.9 MI) NORTH FROM FLANDERS.
 LX3341'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 161 FROM THE INTERSECTION OF
 LX3341'U.S. HIGHWAY 1 IN FLANDERS TO THE MARK ON THE RIGHT BETWEEN UTILITY
 LX3341'POLES NO. 2279 AND 2280, JUST SOUTHEAST OF THE JUNCTION OF IRVINGDELL
 LX3341'PLACE, AND AT THE NORTHEAST EDGE OF A STEEL CABLE GUARDRAIL, 4.72
 LX3341'METERS (15.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.65
 LX3341'METERS (94.0 FT) SOUTHEAST OF THE CENTER OF IRVINGDELL PLACE, 23.77
 LX3341'METERS (78.0 FT) NORTHWEST OF UTILITY POLE NO. 2279 WITH TRANSFORMER,
 LX3341'21.03 METERS (69.0 FT) SOUTHEAST OF UTILITY POLE NO. 2280 WITH STREET
 LX3341'LAMP.
 LX3341'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3341
 LX3341                          STATION RECOVERY (1990)
 LX3341
 LX3341'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3341'RECOVERED IN GOOD CONDITION.
 LX3341
 LX3341                          STATION RECOVERY (2003)
 LX3341
 LX3341'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3351 ***********************************************************************
 LX3351  DESIGNATION -  4884
 LX3351  PID         -  LX3351
 LX3351  STATE/COUNTY-  CT/MIDDLESEX
 LX3351  USGS QUAD   -  HAMBURG (1984)
 LX3351
 LX3351                         *CURRENT SURVEY CONTROL
 LX3351  ___________________________________________________________________
 LX3351* NAD 83(1996)-  41 26 34.     (N)    072 19 45.     (W)     SCALED    
 LX3351* NAVD 88     -        24.276  (meters)      79.65   (feet)  ADJUSTED  
 LX3351  ___________________________________________________________________
 LX3351  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3351  DYNAMIC HT  -          24.267 (meters)      79.62  (feet)  COMP
 LX3351  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX3351
 LX3351  VERT ORDER  -  FIRST     CLASS II
 LX3351
 LX3351.The horizontal coordinates were scaled from a topographic map and have
 LX3351.an estimated accuracy of +/- 6 seconds.
 LX3351
 LX3351.The orthometric height was determined by differential leveling
 LX3351.and adjusted by the National Geodetic Survey in June 1991..
 LX3351
 LX3351.The geoid height was determined by GEOID03.
 LX3351
 LX3351.The dynamic height is computed by dividing the NAVD 88
 LX3351.geopotential number by the normal gravity value computed on the
 LX3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3351.degrees latitude (g = 980.6199 gals.).
 LX3351
 LX3351.The modeled gravity was interpolated from observed gravity values.
 LX3351
 LX3351;                    North         East    Units  Estimated Accuracy
 LX3351;SPC CT       -   220,170.      339,970.      MT  (+/- 180 meters Scaled)
 LX3351
 LX3351                          SUPERSEDED SURVEY CONTROL
 LX3351
 LX3351  NGVD 29 (07/19/86)   25.     (m)           82.     (f) VERT ANG       
 LX3351
 LX3351.Superseded values are not recommended for survey control.
 LX3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3351.See file dsdata.txt to determine how the superseded data were derived.
 LX3351
 LX3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL231913(NAD 83)
 LX3351_MARKER: DD = SURVEY DISK
 LX3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3351_SP_SET: CONCRETE POST
 LX3351_STAMPING: 4884
 LX3351_MARK LOGO: CTGS  
 LX3351_PROJECTION: RECESSED 10 CENTIMETERS
 LX3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3351+STABILITY: SURFACE MOTION
 LX3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3351+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 LX3351
 LX3351  HISTORY     - Date     Condition        Report By
 LX3351  HISTORY     - 1975     MONUMENTED       CTGS
 LX3351  HISTORY     - 1986     GOOD             NGS
 LX3351  HISTORY     - 1989     GOOD             USPSQD
 LX3351  HISTORY     - 1990     GOOD             USPSQD
 LX3351  HISTORY     - 19970603 GOOD             USPSQD
 LX3351  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LX3351  HISTORY     - 19981101 GOOD             USPSQD
 LX3351  HISTORY     - 20011002 GOOD             USPSQD
 LX3351  HISTORY     - 20040417 GOOD             USPSQD
 LX3351  HISTORY     - 20060407 GOOD             USPSQD
 LX3351
 LX3351                          STATION DESCRIPTION
 LX3351
 LX3351'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LX3351'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF THE NORTHEAST
 LX3351'CORNER OF UNCAS POND IN LYME, 4 MILES SOUTHWEST OF THE INTERSECTION
 LX3351'OF CONNECTICUT ROUTE 82 (NORWICH - HADLYME ROAD) AND CONNECTICUT
 LX3351'ROUTE 85 (HARTFORD - NEW LONDON TURNPIKE) SALEM FOUR CORNERS, AND
 LX3351'3-3/4 MILES SOUTH OF THE INTERSECTION OF DEVILS HOPYARD ROAD AND
 LX3351'HAYWARDVILLE ROAD IN EAST HADDAM.
 LX3351'
 LX3351'TO REACH THE STATION IN EAST HADDAM FROM THE INTERSECTION OF
 LX3351'CONNECTICUT ROUTE 82 (NORWICH-SALEM ROAD) AND CONNECTICUT ROUTE
 LX3351'156 (HAMBURG ROAD), GO NORTHWESTERLY ON CONNECTICUT ROUTE 82 FOR
 LX3351'0.7 MILE TO THE STATION ON THE RIGHT SIDE OF THE ROAD, (SOUTH).
 LX3351'
 LX3351'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX3351'STAMPED 4884, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6
 LX3351'INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3351'IS 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE STATION IS 622
 LX3351'FEET SOUTHWEST OF THE CENTERLINE OF BAKER LANE, 22.5 FEET SOUTH
 LX3351'OF THE CENTERLINE OF CONNECTICUT ROUTE 82, AND 3.8 FEET NORTH OF
 LX3351'A WIRE FENCE.
 LX3351'
 LX3351'REFERENCE MARK 1 IS A PUNCH MARK IN A U.S. COAST AND STATE
 LX3351'SURVEY BRONZE DISK, STAMPED 2998, SET IN THE TOP OF A REINFORCED
 LX3351'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP
 LX3351'OF THE MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LX3351'555 FEET SOUTHWEST OF THE CENTERLINE OF BAKER LANE, 23 FEET
 LX3351'SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE 82, AND 2.9 FEET
 LX3351'NORTH OF A WIRE FENCE.
 LX3351'
 LX3351'REFERENCE MARK 2 IS A PUNCH MARK IN THE TOP OF A CONNECTICUT
 LX3351'DEPARTMENT OF TRANSPORTATION ALUMINUM BOUNDARY DISK, SET IN THE
 LX3351'TOP OF A REINFORCED CONCRETE POST.  THE TOP OF THE MONUMENT IS
 LX3351'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 704 FEET SOUTHWEST
 LX3351'OF THE CENTERLINE OF BAKER LANE, 28 FEET SOUTH OF THE CENTERLINE
 LX3351'OF CONNECTICUT ROUTE 82, AND UNDER A WIRE FENCE.
 LX3351'
 LX3351'REFERENCE MARK 3 IS A CROSS IN THE TOP OF A CONNECTICUT DEPARTMENT
 LX3351'OF TRANSPORTATION BOUNDARY MONUMENT, CAST WITH CHD ON THE SIDE OF
 LX3351'A REINFORCED CONCRETE POST.  THE TOP OF THE MONUMENT IS 2 INCHES
 LX3351'BELOW THE SURFACE OF THE GROUND.  IT IS 22 FEET NORTH OF THE
 LX3351'CENTERLINE OF CONNECTICUT ROUTE 82 AND UNDER A WIRE FENCE ON THE
 LX3351'SAME SIDE OF THE ROAD.
 LX3351'
 LX3351'REFERENCE POINT 1 IS A PUNCH MARK IN AN IRON PIN, 3/4 INCH
 LX3351'SQUARE AND 48 INCHES LONG.  THE TOP IS SET FLUSH WITH THE
 LX3351'SURFACE OF THE GROUND.  IT IS 599 FEET SOUTHWEST OF THE CENTERLINE
 LX3351'OF BAKER LANE, 18 FEET NORTH OF THE CENTERLINE OF CONNECTICUT
 LX3351'ROUTE 82, AND 5.3 FEET SOUTH OF A WIRE FENCE.
 LX3351'
 LX3351'4885 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3351'DISK, STAMPED 4885, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3351'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3351'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.3 MILE WEST
 LX3351'OF THE STATION ALONG CONNECTICUT ROUTE 82, 429.5 FEET WEST OF THE
 LX3351'NORTHWEST CORNER OF THE CONCRETE BRIDGE RAIL, OF THE BRIDGE,
 LX3351'OVER THE EIGHT MILE RIVER, 33.7 FEET NORTH OF THE WEST END OF A
 LX3351'GUIDE RAIL ON THE SOUTH SIDE OF THE ROAD, 18 FEET NORTHEAST OF
 LX3351'THE WEST END OF A GUIDE RAIL ON THE NORTH SIDE OF THE ROAD,
 LX3351'17.5 FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 82,
 LX3351'AND 10 FEET EAST OF CONNECTICUT LIGHT AND POWER POLE 6471.
 LX3351'
 LX3351'4886 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3351'DISK, STAMPED 4886, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3351'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3351'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 0.1 MILE WEST
 LX3351'OF THE STATION ALONG CONNECTICUT ROUTE 82, 169 FEET NORTHEAST
 LX3351'OF THE CENTERLINE OF BAKER LANE, 115 FEET WEST OF CONNECTICUT
 LX3351'LIGHT AND POWER POLE 3540, 55.5 FEET SOUTHWEST OF A CONNECTICUT
 LX3351'DEPARTMENT OF TRANSPORTATION BOUNDARY MONUMENT ON THE NORTH
 LX3351'SIDE OF THE ROAD, 50 FEET NORTHEAST OF CONNECTICUT LIGHT AND
 LX3351'POWER POLE 3539, AND 14.5 FEET NORTH OF THE CENTERLINE OF
 LX3351'CONNECTICUT ROUTE 82.
 LX3351'
 LX3351'HEIGHT OF LIGHT ABOVE STATION MARK 30.83 METERS.
 LX3351
 LX3351                          STATION RECOVERY (1986)
 LX3351
 LX3351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3351'1.3 KM (0.8 MI) NE FROM EAST HADDAM.
 LX3351'1.3 KM (0.8 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3351'STATE HIGHWAY 156 IN EAST HADDAM TO THE MARK ON THE RIGHT AND BETWEEN
 LX3351'UTILITY POLES NUMBERS 7335 AND 7336, ALSO 0.2 KM (0.1 MI) SOUTHWEST OF
 LX3351'THE INTERSECTION OF THREE BRIDGES ROAD AND BAKER LANE IN NORTH PLAIN,
 LX3351'7.07 METERS (23.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 LX3351'HIGHWAY, 30.24 METERS (99.2 FT) WEST OF UTILITY POLE NUMBER 7336,
 LX3351'22.55 METERS (74.0 FT) EAST OF UTILITY POLE NUMBER 7335 WITH ONE GUY
 LX3351'WIRE AND A TRANSFORMER, 1.16 METERS (3.8 FT) NORTH-NORTHWEST OF A
 LX3351'FENCE POST.
 LX3351'THE MARK IS 0.23 METERS  NNW FROM  A WITNESS POST
 LX3351'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3351
 LX3351                          STATION RECOVERY (1989)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3351'RECOVERED IN GOOD CONDITION.
 LX3351
 LX3351                          STATION RECOVERY (1990)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3351'RECOVERED IN GOOD CONDITION.
 LX3351
 LX3351                          STATION RECOVERY (1997)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3351'RECOVERED IN GOOD CONDITION.
 LX3351
 LX3351                          STATION RECOVERY (1997)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3351'MARK NOT FOUND.
 LX3351
 LX3351                          STATION RECOVERY (1998)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3351'RECOVERED IN GOOD CONDITION.
 LX3351
 LX3351                          STATION RECOVERY (2001)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3351'RECOVERED IN GOOD CONDITION.
 LX3351
 LX3351                          STATION RECOVERY (2004)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3351'RECOVERED IN GOOD CONDITION.
 LX3351
 LX3351                          STATION RECOVERY (2006)
 LX3351
 LX3351'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3350 ***********************************************************************
 LX3350  DESIGNATION -  4885
 LX3350  PID         -  LX3350
 LX3350  STATE/COUNTY-  CT/MIDDLESEX
 LX3350  USGS QUAD   -  HAMBURG (1984)
 LX3350
 LX3350                         *CURRENT SURVEY CONTROL
 LX3350  ___________________________________________________________________
 LX3350* NAD 83(1986)-  41 26 28.     (N)    072 20 03.     (W)     SCALED    
 LX3350* NAVD 88     -        19.586  (meters)      64.26   (feet)  ADJUSTED  
 LX3350  ___________________________________________________________________
 LX3350  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3350  DYNAMIC HT  -          19.579 (meters)      64.24  (feet)  COMP
 LX3350  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 LX3350
 LX3350  VERT ORDER  -  FIRST     CLASS II
 LX3350
 LX3350.The horizontal coordinates were scaled from a topographic map and have
 LX3350.an estimated accuracy of +/- 6 seconds.
 LX3350
 LX3350.The orthometric height was determined by differential leveling
 LX3350.and adjusted by the National Geodetic Survey in June 1991..
 LX3350
 LX3350.The geoid height was determined by GEOID03.
 LX3350
 LX3350.The dynamic height is computed by dividing the NAVD 88
 LX3350.geopotential number by the normal gravity value computed on the
 LX3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3350.degrees latitude (g = 980.6199 gals.).
 LX3350
 LX3350.The modeled gravity was interpolated from observed gravity values.
 LX3350
 LX3350;                    North         East    Units  Estimated Accuracy
 LX3350;SPC CT       -   219,980.      339,550.      MT  (+/- 180 meters Scaled)
 LX3350
 LX3350                          SUPERSEDED SURVEY CONTROL
 LX3350
 LX3350.No superseded survey control is available for this station.
 LX3350
 LX3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL227911(NAD 83)
 LX3350_MARKER: DD = SURVEY DISK
 LX3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3350_SP_SET: CONCRETE POST
 LX3350_STAMPING: 4885
 LX3350_MARK LOGO: CTGS  
 LX3350_PROJECTION: RECESSED 5 CENTIMETERS
 LX3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3350+STABILITY: SURFACE MOTION
 LX3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3350+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 LX3350
 LX3350  HISTORY     - Date     Condition        Report By
 LX3350  HISTORY     - 1975     MONUMENTED       CTGS
 LX3350  HISTORY     - 1986     GOOD             NGS
 LX3350  HISTORY     - 1989     GOOD             USPSQD
 LX3350  HISTORY     - 1990     GOOD             USPSQD
 LX3350  HISTORY     - 19970603 GOOD             USPSQD
 LX3350  HISTORY     - 19981101 GOOD             USPSQD
 LX3350  HISTORY     - 20011002 GOOD             USPSQD
 LX3350  HISTORY     - 20040417 GOOD             USPSQD
 LX3350  HISTORY     - 20060407 GOOD             USPSQD
 LX3350
 LX3350                          STATION DESCRIPTION
 LX3350
 LX3350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3350'0.8 KM (0.5 MI) NE FROM EAST HADDAM.
 LX3350'0.8 KM (O.5 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3350'STATE HIGHWAY 156 IN EAST HADDAM TO THE MARK ON THE LEFT, 0.5 KM (0.3
 LX3350'MI) NORTHEAST OF THE JUNCTION OF HOPYARD ROAD, 130.91 METERS (429.5
 LX3350'FT) SOUTHWEST OF THE NORTHWEST CORNER OF CONCRETE BRIDGE RAIL OF
 LX3350'HIGHWAY BRIDGE OVER MILE RIVER, 5.79 METERS (19.0 FT) NORTH-NORTHWEST
 LX3350'OF THE CENTERLINE OF THE HIGHWAY, 7.16 METERS (23.5 FT) NORTHEAST OF
 LX3350'THE WEST END OF A STEEL CABLE GUARDRAIL, 3.20 METERS (10.5 FT)
 LX3350'NORTHEAST OF UTILITY POLE NO. 6471 WITH ONE GUY WIRE.
 LX3350'THE MARK IS 0.36 METERS  SSE FROM  A WITNESS POST
 LX3350'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3350
 LX3350                          STATION RECOVERY (1989)
 LX3350
 LX3350'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3350'RECOVERED IN GOOD CONDITION.
 LX3350
 LX3350                          STATION RECOVERY (1990)
 LX3350
 LX3350'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3350'RECOVERED IN GOOD CONDITION.
 LX3350
 LX3350                          STATION RECOVERY (1997)
 LX3350
 LX3350'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3350'RECOVERED IN GOOD CONDITION.
 LX3350
 LX3350                          STATION RECOVERY (1998)
 LX3350
 LX3350'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3350'RECOVERED IN GOOD CONDITION.
 LX3350
 LX3350                          STATION RECOVERY (2001)
 LX3350
 LX3350'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3350'RECOVERED IN GOOD CONDITION.
 LX3350
 LX3350                          STATION RECOVERY (2004)
 LX3350
 LX3350'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3350'RECOVERED IN GOOD CONDITION.
 LX3350
 LX3350                          STATION RECOVERY (2006)
 LX3350
 LX3350'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3352 ***********************************************************************
 LX3352  DESIGNATION -  4886
 LX3352  PID         -  LX3352
 LX3352  STATE/COUNTY-  CT/MIDDLESEX
 LX3352  USGS QUAD   -  HAMBURG (1984)
 LX3352
 LX3352                         *CURRENT SURVEY CONTROL
 LX3352  ___________________________________________________________________
 LX3352* NAD 83(1986)-  41 26 40.     (N)    072 19 36.     (W)     SCALED    
 LX3352* NAVD 88     -        33.838  (meters)     111.02   (feet)  ADJUSTED  
 LX3352  ___________________________________________________________________
 LX3352  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3352  DYNAMIC HT  -          33.826 (meters)     110.98  (feet)  COMP
 LX3352  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LX3352
 LX3352  VERT ORDER  -  FIRST     CLASS II
 LX3352
 LX3352.The horizontal coordinates were scaled from a topographic map and have
 LX3352.an estimated accuracy of +/- 6 seconds.
 LX3352
 LX3352.The orthometric height was determined by differential leveling
 LX3352.and adjusted by the National Geodetic Survey in June 1991..
 LX3352
 LX3352.The geoid height was determined by GEOID03.
 LX3352
 LX3352.The dynamic height is computed by dividing the NAVD 88
 LX3352.geopotential number by the normal gravity value computed on the
 LX3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3352.degrees latitude (g = 980.6199 gals.).
 LX3352
 LX3352.The modeled gravity was interpolated from observed gravity values.
 LX3352
 LX3352;                    North         East    Units  Estimated Accuracy
 LX3352;SPC CT       -   220,360.      340,180.      MT  (+/- 180 meters Scaled)
 LX3352
 LX3352                          SUPERSEDED SURVEY CONTROL
 LX3352
 LX3352.No superseded survey control is available for this station.
 LX3352
 LX3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL233915(NAD 83)
 LX3352_MARKER: DD = SURVEY DISK
 LX3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3352_SP_SET: CONCRETE POST
 LX3352_STAMPING: 4886
 LX3352_MARK LOGO: CTGS  
 LX3352_PROJECTION: RECESSED 5 CENTIMETERS
 LX3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3352+STABILITY: SURFACE MOTION
 LX3352
 LX3352  HISTORY     - Date     Condition        Report By
 LX3352  HISTORY     - 1975     MONUMENTED       CTGS
 LX3352  HISTORY     - 1986     GOOD             NGS
 LX3352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX3352  HISTORY     - 19970603 GOOD             USPSQD
 LX3352  HISTORY     - 19981101 MARK NOT FOUND   USPSQD
 LX3352  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LX3352  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 LX3352
 LX3352                          STATION DESCRIPTION
 LX3352
 LX3352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3352'IN NORTH PLAIN.
 LX3352'IN NORTH PLAIN, 51.51 METERS (169.0 FT) NORTHEAST ALONG STATE HIGHWAY
 LX3352'81 FROM THE INTERSECTION OF THREE BRIDGES ROAD AND BAKER LANE TO THE
 LX3352'MARK ON THE LEFT, 4.51 METERS (14.8 FT) NORTH-NORTHWEST OF THE
 LX3352'CENTERLINE OF THE HIGHWAY, 35.05 METERS (115.0 FT) WEST OF AND ACROSS
 LX3352'THE HIGHWAY FROM UTILITY POLE NUMBER 3540, 15.24 METERS (50.0 FT)
 LX3352'NORTH-NORTHEAST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE 3539 WITH
 LX3352'ONE GUY WIRE.
 LX3352'THE MARK IS 0.50 METERS  SSE FROM  A WITNESS POST
 LX3352'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3352
 LX3352                          STATION RECOVERY (1990)
 LX3352
 LX3352'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3352'MARK NOT FOUND.
 LX3352
 LX3352                          STATION RECOVERY (1997)
 LX3352
 LX3352'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3352'RECOVERED IN GOOD CONDITION.
 LX3352
 LX3352                          STATION RECOVERY (1998)
 LX3352
 LX3352'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3352'MARK NOT FOUND.
 LX3352
 LX3352                          STATION RECOVERY (2001)
 LX3352
 LX3352'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3352'MARK NOT FOUND.
 LX3352
 LX3352                          STATION RECOVERY (2004)
 LX3352
 LX3352'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3322 ***********************************************************************
 LX3322  DESIGNATION -  4891
 LX3322  PID         -  LX3322
 LX3322  STATE/COUNTY-  CT/NEW LONDON
 LX3322  USGS QUAD   -  HAMBURG (1984)
 LX3322
 LX3322                         *CURRENT SURVEY CONTROL
 LX3322  ___________________________________________________________________
 LX3322* NAD 83(1986)-  41 28 46.     (N)    072 16 07.     (W)     SCALED    
 LX3322* NAVD 88     -        82.928  (meters)     272.07   (feet)  ADJUSTED  
 LX3322  ___________________________________________________________________
 LX3322  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX3322  DYNAMIC HT  -          82.898 (meters)     271.97  (feet)  COMP
 LX3322  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LX3322
 LX3322  VERT ORDER  -  FIRST     CLASS II
 LX3322
 LX3322.The horizontal coordinates were scaled from a topographic map and have
 LX3322.an estimated accuracy of +/- 6 seconds.
 LX3322
 LX3322.The orthometric height was determined by differential leveling
 LX3322.and adjusted by the National Geodetic Survey in June 1991..
 LX3322
 LX3322.The geoid height was determined by GEOID03.
 LX3322
 LX3322.The dynamic height is computed by dividing the NAVD 88
 LX3322.geopotential number by the normal gravity value computed on the
 LX3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3322.degrees latitude (g = 980.6199 gals.).
 LX3322
 LX3322.The modeled gravity was interpolated from observed gravity values.
 LX3322
 LX3322;                    North         East    Units  Estimated Accuracy
 LX3322;SPC CT       -   224,270.      345,010.      MT  (+/- 180 meters Scaled)
 LX3322
 LX3322                          SUPERSEDED SURVEY CONTROL
 LX3322
 LX3322.No superseded survey control is available for this station.
 LX3322
 LX3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL280955(NAD 83)
 LX3322_MARKER: DD = SURVEY DISK
 LX3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3322_SP_SET: CONCRETE POST
 LX3322_STAMPING: 4891
 LX3322_MARK LOGO: CTGS  
 LX3322_PROJECTION: RECESSED 20 CENTIMETERS
 LX3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3322+STABILITY: SURFACE MOTION
 LX3322
 LX3322  HISTORY     - Date     Condition        Report By
 LX3322  HISTORY     - 1975     MONUMENTED       CTGS
 LX3322  HISTORY     - 1986     GOOD             NGS
 LX3322  HISTORY     - 1989     GOOD             USPSQD
 LX3322  HISTORY     - 19900428 GOOD             USPSQD
 LX3322  HISTORY     - 19901115 GOOD             USPSQD
 LX3322  HISTORY     - 20030602 MARK NOT FOUND   USPSQD
 LX3322
 LX3322                          STATION DESCRIPTION
 LX3322
 LX3322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3322'0.5 KM (0.3 MI) NW FROM SALEM FOUR CORNERS.
 LX3322'0.5 KM (0.3 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3322'OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON THE LEFT
 LX3322'BETWEEN UTILITY POLES NO. 141 AND 143.  IT IS 5.79 METERS (19.0 FT)
 LX3322'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.90 METERS (81.7 FT)
 LX3322'NORTHWEST OF UTILITY POLE NO. 141 WITH TWO GUY WIRES, 16.46 METERS
 LX3322'(54.0 FT) NORTHWEST OF THE CENTER OF A BITUMINOUS DRIVE LEADING TO A
 LX3322'ONE STORY FRAME HOUSE WITH A CONCRETE FOUNDATION AND 12.43 METERS
 LX3322'(40.8 FT) SOUTHEAST OF UTILITY POLE NO. 143.  NOTE--THE MARK IS 27.61
 LX3322'METERS (90.6 FT) NORTHWEST OF 397 X CTGS.
 LX3322'THE MARK IS 0.24 M BELOW HIGHWAY.
 LX3322
 LX3322                          STATION RECOVERY (1989)
 LX3322
 LX3322'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3322'RECOVERED IN GOOD CONDITION.
 LX3322
 LX3322                          STATION RECOVERY (1990)
 LX3322
 LX3322'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3322'RECOVERED IN GOOD CONDITION.
 LX3322
 LX3322                          STATION RECOVERY (1990)
 LX3322
 LX3322'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3322'RECOVERED IN GOOD CONDITION.
 LX3322
 LX3322                          STATION RECOVERY (2003)
 LX3322
 LX3322'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3321 ***********************************************************************
 LX3321  DESIGNATION -  4892
 LX3321  PID         -  LX3321
 LX3321  STATE/COUNTY-  CT/NEW LONDON
 LX3321  USGS QUAD   -  HAMBURG (1984)
 LX3321
 LX3321                         *CURRENT SURVEY CONTROL
 LX3321  ___________________________________________________________________
 LX3321* NAD 83(1986)-  41 29 04.     (N)    072 16 22.     (W)     SCALED    
 LX3321* NAVD 88     -        99.876  (meters)     327.68   (feet)  ADJUSTED  
 LX3321  ___________________________________________________________________
 LX3321  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3321  DYNAMIC HT  -          99.841 (meters)     327.56  (feet)  COMP
 LX3321  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LX3321
 LX3321  VERT ORDER  -  FIRST     CLASS II
 LX3321
 LX3321.The horizontal coordinates were scaled from a topographic map and have
 LX3321.an estimated accuracy of +/- 6 seconds.
 LX3321
 LX3321.The orthometric height was determined by differential leveling
 LX3321.and adjusted by the National Geodetic Survey in June 1991..
 LX3321
 LX3321.The geoid height was determined by GEOID03.
 LX3321
 LX3321.The dynamic height is computed by dividing the NAVD 88
 LX3321.geopotential number by the normal gravity value computed on the
 LX3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3321.degrees latitude (g = 980.6199 gals.).
 LX3321
 LX3321.The modeled gravity was interpolated from observed gravity values.
 LX3321
 LX3321;                    North         East    Units  Estimated Accuracy
 LX3321;SPC CT       -   224,820.      344,660.      MT  (+/- 180 meters Scaled)
 LX3321
 LX3321                          SUPERSEDED SURVEY CONTROL
 LX3321
 LX3321.No superseded survey control is available for this station.
 LX3321
 LX3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL276961(NAD 83)
 LX3321_MARKER: DD = SURVEY DISK
 LX3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3321_SP_SET: CONCRETE POST
 LX3321_STAMPING: 4892
 LX3321_MARK LOGO: CTGS  
 LX3321_PROJECTION: RECESSED 3 CENTIMETERS
 LX3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3321+STABILITY: SURFACE MOTION
 LX3321
 LX3321  HISTORY     - Date     Condition        Report By
 LX3321  HISTORY     - 1975     MONUMENTED       CTGS
 LX3321  HISTORY     - 1986     GOOD             NGS
 LX3321  HISTORY     - 1989     GOOD             USPSQD
 LX3321  HISTORY     - 19900428 GOOD             USPSQD
 LX3321  HISTORY     - 19901115 GOOD             USPSQD
 LX3321  HISTORY     - 19991221 GOOD             USPSQD
 LX3321  HISTORY     - 20030602 GOOD             USPSQD
 LX3321
 LX3321                          STATION DESCRIPTION
 LX3321
 LX3321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3321'1.2 KM (0.75 MI) NW FROM SALEM FOUR CORNERS.
 LX3321'1.2 KM (0.75 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE
 LX3321'INTERSECTION OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE
 LX3321'INTERSECTION OF MUSIC VALE ROAD AND PRATT ROAD AND THE MARK ON THE
 LX3321'RIGHT IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  IT IS 5.15 METERS
 LX3321'(16.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.99 METERS
 LX3321'(82.0 FT) SOUTHEAST OF AND ACROSS HIGHWAY FROM A STEEL SIGN POST FOR
 LX3321'SIGN (SITE OF MUSIC VALE SEMINARY) AND 18.50 METERS (60.7 FT)
 LX3321'NORTHEAST OF AND ACROSS HIGHWAY FROM UTILITY POLE NO. 163 WITH ONE GUY
 LX3321'WIRE.
 LX3321'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3321
 LX3321                          STATION RECOVERY (1989)
 LX3321
 LX3321'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3321'RECOVERED IN GOOD CONDITION.
 LX3321
 LX3321                          STATION RECOVERY (1990)
 LX3321
 LX3321'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3321'RECOVERED IN GOOD CONDITION.
 LX3321
 LX3321                          STATION RECOVERY (1990)
 LX3321
 LX3321'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3321'RECOVERED IN GOOD CONDITION.
 LX3321
 LX3321                          STATION RECOVERY (1999)
 LX3321
 LX3321'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3321'RECOVERED IN GOOD CONDITION.
 LX3321
 LX3321                          STATION RECOVERY (2003)
 LX3321
 LX3321'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3455 ***********************************************************************
 LX3455  DESIGNATION -  49
 LX3455  PID         -  LX3455
 LX3455  STATE/COUNTY-  CT/NEW LONDON
 LX3455  USGS QUAD   -  NIANTIC (1983)
 LX3455
 LX3455                         *CURRENT SURVEY CONTROL
 LX3455  ___________________________________________________________________
 LX3455* NAD 83(1986)-  41 21 54.     (N)    072 13 58.     (W)     SCALED    
 LX3455* NAVD 88     -        23.036  (meters)      75.58   (feet)  ADJUSTED  
 LX3455  ___________________________________________________________________
 LX3455  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3455  DYNAMIC HT  -          23.028 (meters)      75.55  (feet)  COMP
 LX3455  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 LX3455
 LX3455  VERT ORDER  -  FIRST     CLASS II
 LX3455
 LX3455.The horizontal coordinates were scaled from a topographic map and have
 LX3455.an estimated accuracy of +/- 6 seconds.
 LX3455
 LX3455.The orthometric height was determined by differential leveling
 LX3455.and adjusted by the National Geodetic Survey in June 1991..
 LX3455
 LX3455.The geoid height was determined by GEOID03.
 LX3455
 LX3455.The dynamic height is computed by dividing the NAVD 88
 LX3455.geopotential number by the normal gravity value computed on the
 LX3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3455.degrees latitude (g = 980.6199 gals.).
 LX3455
 LX3455.The modeled gravity was interpolated from observed gravity values.
 LX3455
 LX3455;                    North         East    Units  Estimated Accuracy
 LX3455;SPC CT       -   211,580.      348,080.      MT  (+/- 180 meters Scaled)
 LX3455
 LX3455                          SUPERSEDED SURVEY CONTROL
 LX3455
 LX3455.No superseded survey control is available for this station.
 LX3455
 LX3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL314829(NAD 83)
 LX3455_MARKER: DD = SURVEY DISK
 LX3455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3455_SP_SET: CONCRETE POST
 LX3455_STAMPING: 49
 LX3455_PROJECTION: RECESSED 18 CENTIMETERS
 LX3455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3455+STABILITY: SURFACE MOTION
 LX3455
 LX3455  HISTORY     - Date     Condition        Report By
 LX3455  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3455  HISTORY     - 1986     GOOD             NGS
 LX3455  HISTORY     - 1989     GOOD             USPSQD
 LX3455  HISTORY     - 19900414 GOOD             USPSQD
 LX3455  HISTORY     - 19901206 GOOD             USPSQD
 LX3455  HISTORY     - 19991230 MARK NOT FOUND   USPSQD
 LX3455  HISTORY     - 20030429 MARK NOT FOUND   USPSQD
 LX3455
 LX3455                          STATION DESCRIPTION
 LX3455
 LX3455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3455'2.1 KM (1.3 MI) WEST FROM FLANDERS.
 LX3455'2.1 KM (1.3 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3455'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT ACROSS THE HIGHWAY
 LX3455'FROM HOUSE NO. 297.  IT IS 5.3 METERS (17.7 FT) SOUTHEAST OF THE
 LX3455'CENTERLINE OF U.S. HIGHWAY 1, 17.7 METERS (58.2 FT) SOUTHWEST OF POWER
 LX3455'POLE NO. 1444, 17.3 METERS (57.0 FT) NORTHEAST OF POWER POLE NO. 1637
 LX3455'AND 9.5 METERS (31.3 FT) SOUTHWEST OF AN END GUARD POST.
 LX3455'THE MARK IS 0.54 METERS  NW FROM  A WITNESS POST
 LX3455'THE MARK IS 0.18 M BELOW U.S. HIGHWAY 1.
 LX3455
 LX3455                          STATION RECOVERY (1989)
 LX3455
 LX3455'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3455'RECOVERED IN GOOD CONDITION.
 LX3455
 LX3455                          STATION RECOVERY (1990)
 LX3455
 LX3455'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3455'RECOVERED IN GOOD CONDITION.
 LX3455
 LX3455                          STATION RECOVERY (1990)
 LX3455
 LX3455'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3455'RECOVERED IN GOOD CONDITION.
 LX3455
 LX3455                          STATION RECOVERY (1999)
 LX3455
 LX3455'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3455'MARK NOT FOUND.
 LX3455
 LX3455                          STATION RECOVERY (2003)
 LX3455
 LX3455'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0766 ***********************************************************************
 LX0766  DESIGNATION -  49 CU
 LX0766  PID         -  LX0766
 LX0766  STATE/COUNTY-  CT/LITCHFIELD
 LX0766  USGS QUAD   -  NEW PRESTON (1984)
 LX0766
 LX0766                         *CURRENT SURVEY CONTROL
 LX0766  ___________________________________________________________________
 LX0766* NAD 83(1986)-  41 43 12.     (N)    073 15 24.     (W)     SCALED    
 LX0766* NAVD 88     -       265.821  (meters)     872.11   (feet)  ADJUSTED  
 LX0766  ___________________________________________________________________
 LX0766  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX0766  DYNAMIC HT  -         265.732 (meters)     871.82  (feet)  COMP
 LX0766  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LX0766
 LX0766  VERT ORDER  -  FIRST     CLASS II
 LX0766
 LX0766.The horizontal coordinates were scaled from a topographic map and have
 LX0766.an estimated accuracy of +/- 6 seconds.
 LX0766
 LX0766.The orthometric height was determined by differential leveling
 LX0766.and adjusted by the National Geodetic Survey in June 1991..
 LX0766
 LX0766.The geoid height was determined by GEOID03.
 LX0766
 LX0766.The dynamic height is computed by dividing the NAVD 88
 LX0766.geopotential number by the normal gravity value computed on the
 LX0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0766.degrees latitude (g = 980.6199 gals.).
 LX0766
 LX0766.The modeled gravity was interpolated from observed gravity values.
 LX0766
 LX0766;                    North         East    Units  Estimated Accuracy
 LX0766;SPC CT       -   251,000.      262,640.      MT  (+/- 180 meters Scaled)
 LX0766
 LX0766                          SUPERSEDED SURVEY CONTROL
 LX0766
 LX0766.No superseded survey control is available for this station.
 LX0766
 LX0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM450201(NAD 83)
 LX0766_MARKER: DD = SURVEY DISK
 LX0766_SETTING: 80 = SET IN A BOULDER
 LX0766_SP_SET: BOULDER
 LX0766_STAMPING: 49
 LX0766_MARK LOGO: CU    
 LX0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0766+STABILITY: POSITION/ELEVATION WELL
 LX0766
 LX0766  HISTORY     - Date     Condition        Report By
 LX0766  HISTORY     - UNK      MONUMENTED       CU
 LX0766  HISTORY     - 1932     GOOD             NGS
 LX0766  HISTORY     - 1934     GOOD             LOCSUR
 LX0766  HISTORY     - 1985     GOOD             NGS
 LX0766
 LX0766                          STATION DESCRIPTION
 LX0766
 LX0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LX0766'1 MI SW FROM BANTAM.
 LX0766'1.0 MILE SOUTHWEST ALONG THE BANTAM-WOODVILLE HIGHWAY FROM BANTAM
 LX0766'LITCHFIELD COUNTY, ABOUT 100 FEET NORTHEAST OF THE HOUSE ON THE
 LX0766'NORTHWEST SIDE OF THE ROAD, A LITTLE SOUTHWEST OF THE HIGH POINT
 LX0766'OF THE ROAD, ABOUT 10 YDS. NORTHWEST OF THE HIGHWAY, IN THE SOUTH
 LX0766'EDGE OF A LARGE BOULDER WHICH IS ABOUT 8 FEET IN DIAMETER AND
 LX0766'PROJECTS APPROXIMATELY 2 FEET ABOVE THE GROUND AND WHICH IS
 LX0766'SURROUNDED ON ALL SIDES, EXCEPT THAT TOWARDS THE HIGHWAY, BY A
 LX0766'LARGE NUMBER OF OTHER MASSIVE BOULDERS.  A ROW OF LARGE MAPLE
 LX0766'TREES STANDS BETWEEN THE BENCH MARK AND THE ABOVE-MENTIONED
 LX0766'HOUSE.  A CAMP COLUMBIA STANDARD DISK, STAMPED 49.  NOTE-- 100 FT
 LX0766'NE. SHOULD BE 17 YDS E OF THE RANGE OF THE E SIDE OF A SHINGLED
 LX0766'SALT-BOX TYPE HOUSE, THE LARGE MAPLES ARE PARALLEL TO THE ROAD
 LX0766'IN FRONT OF THE HOUSE, MARK IS 5 FT HIGHER THAN THE PAVEMENT.
 LX0766
 LX0766                          STATION RECOVERY (1934)
 LX0766
 LX0766'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0766'RECOVERED IN GOOD CONDITION.
 LX0766
 LX0766                          STATION RECOVERY (1985)
 LX0766
 LX0766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0766'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.3 KM (0.85 MI)
 LX0766'SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE IN BANTAM TO THE
 LX0766'MARK ON THE RIGHT, IN TOP OF A 10 X 10FT BOULDER, 9.0 METERS (29.8 FT)
 LX0766'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.2 METERS (20.5 FT) EAST OF
 LX0766'POWER POLE NUMBER 728. NOTE--NO STAMPING COULD BE FOUND ON DISK.
 LX0766'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3445 ***********************************************************************
 LX3445  DESIGNATION -  4900
 LX3445  PID         -  LX3445
 LX3445  STATE/COUNTY-  CT/NEW LONDON
 LX3445  USGS QUAD   -  OLD LYME (1976)
 LX3445
 LX3445                         *CURRENT SURVEY CONTROL
 LX3445  ___________________________________________________________________
 LX3445* NAD 83(1986)-  41 20 59.     (N)    072 17 44.     (W)     SCALED    
 LX3445* NAVD 88     -        13.627  (meters)      44.71   (feet)  ADJUSTED  
 LX3445  ___________________________________________________________________
 LX3445  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3445  DYNAMIC HT  -          13.623 (meters)      44.69  (feet)  COMP
 LX3445  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LX3445
 LX3445  VERT ORDER  -  FIRST     CLASS II
 LX3445
 LX3445.The horizontal coordinates were scaled from a topographic map and have
 LX3445.an estimated accuracy of +/- 6 seconds.
 LX3445
 LX3445.The orthometric height was determined by differential leveling
 LX3445.and adjusted by the National Geodetic Survey in June 1991..
 LX3445
 LX3445.The geoid height was determined by GEOID03.
 LX3445
 LX3445.The dynamic height is computed by dividing the NAVD 88
 LX3445.geopotential number by the normal gravity value computed on the
 LX3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3445.degrees latitude (g = 980.6199 gals.).
 LX3445
 LX3445.The modeled gravity was interpolated from observed gravity values.
 LX3445
 LX3445;                    North         East    Units  Estimated Accuracy
 LX3445;SPC CT       -   209,850.      342,830.      MT  (+/- 180 meters Scaled)
 LX3445
 LX3445                          SUPERSEDED SURVEY CONTROL
 LX3445
 LX3445.No superseded survey control is available for this station.
 LX3445
 LX3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL262811(NAD 83)
 LX3445_MARKER: DD = SURVEY DISK
 LX3445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3445_SP_SET: CONCRETE POST
 LX3445_STAMPING: 4900
 LX3445_MARK LOGO: CTGS  
 LX3445_PROJECTION: RECESSED 15 CENTIMETERS
 LX3445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3445+STABILITY: SURFACE MOTION
 LX3445
 LX3445  HISTORY     - Date     Condition        Report By
 LX3445  HISTORY     - 1975     MONUMENTED       CTGS
 LX3445  HISTORY     - 1986     GOOD             NGS
 LX3445  HISTORY     - 1989     GOOD             USPSQD
 LX3445  HISTORY     - 19900414 GOOD             USPSQD
 LX3445  HISTORY     - 19901206 GOOD             USPSQD
 LX3445  HISTORY     - 20011018 GOOD             USPSQD
 LX3445  HISTORY     - 20030509 GOOD             USPSQD
 LX3445
 LX3445                          STATION DESCRIPTION
 LX3445
 LX3445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3445'4.0 KM (2.5 MI) EAST FROM OLD LYME.
 LX3445'4.0 KM (2.5 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3445'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE LEFT AT THE INTERSECTION
 LX3445'OF GRASSY HILL ROAD AND IN THE NORTHEAST ANGLE OF THE INTERSECTION.
 LX3445'IT IS 9.2 METERS (30.5 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1,
 LX3445'23.9 METERS (78.6 FT) EAST OF POWER POLE NO. 1902, 17.8 METERS (58.6
 LX3445'FT) WEST OF THE NORTHWEST CORNER OF A HEADWALL FOR A CULVERT UNDER
 LX3445'U.S. HIGHWAY 1 AND 17.4 METERS (57.3 FT) SOUTHEAST OF THE SOUTHEAST
 LX3445'END OF A ROCK WINGWALL OF A CULVERT UNDER GRASSY HILL ROAD.
 LX3445'THE MARK IS 0.24 METERS  S FROM  A WITNESS POST
 LX3445'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 1.
 LX3445
 LX3445                          STATION RECOVERY (1989)
 LX3445
 LX3445'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3445'RECOVERED IN GOOD CONDITION.
 LX3445
 LX3445                          STATION RECOVERY (1990)
 LX3445
 LX3445'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3445'RECOVERED IN GOOD CONDITION.
 LX3445
 LX3445                          STATION RECOVERY (1990)
 LX3445
 LX3445'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3445'RECOVERED IN GOOD CONDITION.
 LX3445
 LX3445                          STATION RECOVERY (2001)
 LX3445
 LX3445'RECOVERY NOTE BY US POWER SQUADRON 2001 (MSE)
 LX3445'RECOVERED IN GOOD CONDITION.
 LX3445
 LX3445                          STATION RECOVERY (2003)
 LX3445
 LX3445'RECOVERY NOTE BY US POWER SQUADRON 2003
 LX3445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3296 ***********************************************************************
 LX3296  DESIGNATION -  4918
 LX3296  PID         -  LX3296
 LX3296  STATE/COUNTY-  CT/NEW LONDON
 LX3296  USGS QUAD   -  WILLIMANTIC (1984)
 LX3296
 LX3296                         *CURRENT SURVEY CONTROL
 LX3296  ___________________________________________________________________
 LX3296* NAD 83(1986)-  41 38 20.     (N)    072 12 31.     (W)     SCALED    
 LX3296* NAVD 88     -       108.878  (meters)     357.21   (feet)  ADJUSTED  
 LX3296  ___________________________________________________________________
 LX3296  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX3296  DYNAMIC HT  -         108.839 (meters)     357.08  (feet)  COMP
 LX3296  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 LX3296
 LX3296  VERT ORDER  -  FIRST     CLASS II
 LX3296
 LX3296.The horizontal coordinates were scaled from a topographic map and have
 LX3296.an estimated accuracy of +/- 6 seconds.
 LX3296
 LX3296.The orthometric height was determined by differential leveling
 LX3296.and adjusted by the National Geodetic Survey in June 1991..
 LX3296
 LX3296.The geoid height was determined by GEOID03.
 LX3296
 LX3296.The dynamic height is computed by dividing the NAVD 88
 LX3296.geopotential number by the normal gravity value computed on the
 LX3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3296.degrees latitude (g = 980.6199 gals.).
 LX3296
 LX3296.The modeled gravity was interpolated from observed gravity values.
 LX3296
 LX3296;                    North         East    Units  Estimated Accuracy
 LX3296;SPC CT       -   242,010.      349,910.      MT  (+/- 180 meters Scaled)
 LX3296
 LX3296                          SUPERSEDED SURVEY CONTROL
 LX3296
 LX3296.No superseded survey control is available for this station.
 LX3296
 LX3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM324134(NAD 83)
 LX3296_MARKER: DD = SURVEY DISK
 LX3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3296_SP_SET: CONCRETE POST
 LX3296_STAMPING: 4918
 LX3296_MARK LOGO: CTGS  
 LX3296_PROJECTION: RECESSED 5 CENTIMETERS
 LX3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3296+STABILITY: SURFACE MOTION
 LX3296
 LX3296  HISTORY     - Date     Condition        Report By
 LX3296  HISTORY     - 1975     MONUMENTED       CTGS
 LX3296  HISTORY     - 1986     GOOD             NGS
 LX3296  HISTORY     - 19901020 GOOD             USPSQD
 LX3296
 LX3296                          STATION DESCRIPTION
 LX3296
 LX3296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3296'0.4 KM (0.25 MI) NE FROM LEBANON.
 LX3296'0.40 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 207 FROM ITS
 LX3296'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE RIGHT
 LX3296'AND BETWEEN UTILITY POLES NO. 2884 AND 2885.  IT IS 5.49 METERS (18.0
 LX3296'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.74 METERS
 LX3296'(77.9 FT) SOUTHWEST OF UTILITY POLE NO. 2885 AND 11.64 METERS
 LX3296'(38.2 FT) NORTHEAST OF A NEW UTILITY POLE NO. 2884 WITH TRANSFORMER.
 LX3296'NOTE--OLD POLE NO. 2884 IS STILL IN PLACE.  ALSO THE MARK IS 400 FEET
 LX3296'NORTHEAST OF 1334 CTGS.
 LX3296'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3296
 LX3296                          STATION RECOVERY (1990)
 LX3296
 LX3296'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3301 ***********************************************************************
 LX3301  DESIGNATION -  4923
 LX3301  PID         -  LX3301
 LX3301  STATE/COUNTY-  CT/NEW LONDON
 LX3301  USGS QUAD   -  WILLIMANTIC (1984)
 LX3301
 LX3301                         *CURRENT SURVEY CONTROL
 LX3301  ___________________________________________________________________
 LX3301* NAD 83(1986)-  41 37 30.     (N)    072 14 34.     (W)     SCALED    
 LX3301* NAVD 88     -       157.992  (meters)     518.35   (feet)  ADJUSTED  
 LX3301  ___________________________________________________________________
 LX3301  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3301  DYNAMIC HT  -         157.935 (meters)     518.16  (feet)  COMP
 LX3301  MODELED GRAV-     980,261.3   (mgal)                       NAVD 88
 LX3301
 LX3301  VERT ORDER  -  FIRST     CLASS II
 LX3301
 LX3301.The horizontal coordinates were scaled from a topographic map and have
 LX3301.an estimated accuracy of +/- 6 seconds.
 LX3301
 LX3301.The orthometric height was determined by differential leveling
 LX3301.and adjusted by the National Geodetic Survey in June 1991..
 LX3301
 LX3301.The geoid height was determined by GEOID03.
 LX3301
 LX3301.The dynamic height is computed by dividing the NAVD 88
 LX3301.geopotential number by the normal gravity value computed on the
 LX3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3301.degrees latitude (g = 980.6199 gals.).
 LX3301
 LX3301.The modeled gravity was interpolated from observed gravity values.
 LX3301
 LX3301;                    North         East    Units  Estimated Accuracy
 LX3301;SPC CT       -   240,450.      347,070.      MT  (+/- 180 meters Scaled)
 LX3301
 LX3301                          SUPERSEDED SURVEY CONTROL
 LX3301
 LX3301.No superseded survey control is available for this station.
 LX3301
 LX3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM296118(NAD 83)
 LX3301_MARKER: DD = SURVEY DISK
 LX3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3301_SP_SET: CONCRETE POST
 LX3301_STAMPING: 4923
 LX3301_MARK LOGO: CTGS  
 LX3301_PROJECTION: RECESSED 5 CENTIMETERS
 LX3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3301+STABILITY: SURFACE MOTION
 LX3301
 LX3301  HISTORY     - Date     Condition        Report By
 LX3301  HISTORY     - 1975     MONUMENTED       CTGS
 LX3301  HISTORY     - 1986     GOOD             NGS
 LX3301  HISTORY     - 19901020 MARK NOT FOUND   USPSQD
 LX3301
 LX3301                          STATION DESCRIPTION
 LX3301
 LX3301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3301'2.9 KM (1.8 MI) SW FROM LEBANON.
 LX3301'2.9 KM (1.8 MI) SOUTHWEST ALONG STATE HIGHWAY 207 FROM ITS
 LX3301'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE RIGHT
 LX3301'IN THE NORTHEAST ANGLE OF THE JUNCTION OF MACK ROAD.  IT IS 7.65
 LX3301'METERS (25.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3301'18.59 METERS (61.0 FT) NORTHEAST OF THE CENTER OF MACK ROAD AND 6.40
 LX3301'METERS (21.0 FT) SOUTH-SOUTHWEST OF A 24-INCH MAPLE TREE.
 LX3301'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3301
 LX3301                          STATION RECOVERY (1990)
 LX3301
 LX3301'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3113 ***********************************************************************
 LX3113  DESIGNATION -  4934
 LX3113  PID         -  LX3113
 LX3113  STATE/COUNTY-  CT/TOLLAND
 LX3113  USGS QUAD   -  COLUMBIA (1984)
 LX3113
 LX3113                         *CURRENT SURVEY CONTROL
 LX3113  ___________________________________________________________________
 LX3113* NAD 83(1986)-  41 41 19.     (N)    072 19 04.     (W)     SCALED    
 LX3113* NAVD 88     -       195.387  (meters)     641.03   (feet)  ADJUSTED  
 LX3113  ___________________________________________________________________
 LX3113  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX3113  DYNAMIC HT  -         195.318 (meters)     640.81  (feet)  COMP
 LX3113  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LX3113
 LX3113  VERT ORDER  -  FIRST     CLASS II
 LX3113
 LX3113.The horizontal coordinates were scaled from a topographic map and have
 LX3113.an estimated accuracy of +/- 6 seconds.
 LX3113
 LX3113.The orthometric height was determined by differential leveling
 LX3113.and adjusted by the National Geodetic Survey in June 1991..
 LX3113
 LX3113.The geoid height was determined by GEOID03.
 LX3113
 LX3113.The dynamic height is computed by dividing the NAVD 88
 LX3113.geopotential number by the normal gravity value computed on the
 LX3113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3113.degrees latitude (g = 980.6199 gals.).
 LX3113
 LX3113.The modeled gravity was interpolated from observed gravity values.
 LX3113
 LX3113;                    North         East    Units  Estimated Accuracy
 LX3113;SPC CT       -   247,480.      340,780.      MT  (+/- 180 meters Scaled)
 LX3113
 LX3113                          SUPERSEDED SURVEY CONTROL
 LX3113
 LX3113.No superseded survey control is available for this station.
 LX3113
 LX3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM232186(NAD 83)
 LX3113_MARKER: DD = SURVEY DISK
 LX3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3113_SP_SET: CONCRETE POST
 LX3113_STAMPING: 4934
 LX3113_MARK LOGO: CTGS  
 LX3113_PROJECTION: RECESSED 9 CENTIMETERS
 LX3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3113+STABILITY: SURFACE MOTION
 LX3113
 LX3113  HISTORY     - Date     Condition        Report By
 LX3113  HISTORY     - 1975     MONUMENTED       CTGS
 LX3113  HISTORY     - 1986     GOOD             NGS
 LX3113
 LX3113                          STATION DESCRIPTION
 LX3113
 LX3113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3113'4.5 KM (2.8 MI) EAST FROM HEBRON.
 LX3113'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3113'HEBRON TO THE MARK ON THE RIGHT, ALSO 2.2 KM (1.4 MI) WEST ALONG STATE
 LX3113'HIGHWAY 66 FROM THE POST OFFICE IN COLUMBIA, 6.7 METERS (22.2 FT)
 LX3113'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FT)
 LX3113'NORTHEAST OF POWER POLE NO. 516, 23.7 METERS (78.0 FT) NORTHEAST OF
 LX3113'THE CENTER OF A DRIVEWAY.
 LX3113'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 LX3113'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3114 ***********************************************************************
 LX3114  DESIGNATION -  4935
 LX3114  PID         -  LX3114
 LX3114  STATE/COUNTY-  CT/TOLLAND
 LX3114  USGS QUAD   -  COLUMBIA (1984)
 LX3114
 LX3114                         *CURRENT SURVEY CONTROL
 LX3114  ___________________________________________________________________
 LX3114* NAD 83(1986)-  41 41 36.     (N)    072 18 46.     (W)     SCALED    
 LX3114* NAVD 88     -       183.477  (meters)     601.96   (feet)  ADJUSTED  
 LX3114  ___________________________________________________________________
 LX3114  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX3114  DYNAMIC HT  -         183.412 (meters)     601.74  (feet)  COMP
 LX3114  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LX3114
 LX3114  VERT ORDER  -  FIRST     CLASS II
 LX3114
 LX3114.The horizontal coordinates were scaled from a topographic map and have
 LX3114.an estimated accuracy of +/- 6 seconds.
 LX3114
 LX3114.The orthometric height was determined by differential leveling
 LX3114.and adjusted by the National Geodetic Survey in June 1991..
 LX3114
 LX3114.The geoid height was determined by GEOID03.
 LX3114
 LX3114.The dynamic height is computed by dividing the NAVD 88
 LX3114.geopotential number by the normal gravity value computed on the
 LX3114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3114.degrees latitude (g = 980.6199 gals.).
 LX3114
 LX3114.The modeled gravity was interpolated from observed gravity values.
 LX3114
 LX3114;                    North         East    Units  Estimated Accuracy
 LX3114;SPC CT       -   248,000.      341,200.      MT  (+/- 180 meters Scaled)
 LX3114
 LX3114                          SUPERSEDED SURVEY CONTROL
 LX3114
 LX3114.No superseded survey control is available for this station.
 LX3114
 LX3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM236192(NAD 83)
 LX3114_MARKER: DD = SURVEY DISK
 LX3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3114_SP_SET: CONCRETE POST
 LX3114_STAMPING: 4935
 LX3114_MARK LOGO: CTGS  
 LX3114_PROJECTION: FLUSH
 LX3114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3114+STABILITY: SURFACE MOTION
 LX3114
 LX3114  HISTORY     - Date     Condition        Report By
 LX3114  HISTORY     - 1975     MONUMENTED       CTGS
 LX3114  HISTORY     - 1986     GOOD             NGS
 LX3114
 LX3114                          STATION DESCRIPTION
 LX3114
 LX3114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3114'1.4 KM (0.9 MI) WEST FROM COLUMBIA.
 LX3114'1.4 KM (0.9 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3114'COLUMBIA TO THE MARK ON THE LEFT, AND ACROSS THE HIGHWAY FROM TURF
 LX3114'REALITY OFFICE PARKING LOT AND ABOUT CENTER OF THE NORTHEAST ENTRANCE,
 LX3114'6.9 METERS (22.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.9
 LX3114'METERS (95.0 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 15.8 METERS
 LX3114'(52.0 FT) SOUTHWEST OF THE POWER POLE NO. 1165-S.
 LX3114'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 LX3114'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3305 ***********************************************************************
 LX3305  DESIGNATION -  4936
 LX3305  PID         -  LX3305
 LX3305  STATE/COUNTY-  CT/NEW LONDON
 LX3305  USGS QUAD   -  COLCHESTER (1984)
 LX3305
 LX3305                         *CURRENT SURVEY CONTROL
 LX3305  ___________________________________________________________________
 LX3305* NAD 83(1996)-  41 36 22.     (N)    072 16 35.     (W)     SCALED    
 LX3305* NAVD 88     -       149.637  (meters)     490.93   (feet)  ADJUSTED  
 LX3305  ___________________________________________________________________
 LX3305  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX3305  DYNAMIC HT  -         149.584 (meters)     490.76  (feet)  COMP
 LX3305  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 LX3305
 LX3305  VERT ORDER  -  FIRST     CLASS II
 LX3305
 LX3305.The horizontal coordinates were scaled from a topographic map and have
 LX3305.an estimated accuracy of +/- 6 seconds.
 LX3305
 LX3305.The orthometric height was determined by differential leveling
 LX3305.and adjusted by the National Geodetic Survey in June 1991..
 LX3305
 LX3305.The geoid height was determined by GEOID03.
 LX3305
 LX3305.The dynamic height is computed by dividing the NAVD 88
 LX3305.geopotential number by the normal gravity value computed on the
 LX3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3305.degrees latitude (g = 980.6199 gals.).
 LX3305
 LX3305.The modeled gravity was interpolated from observed gravity values.
 LX3305
 LX3305;                    North         East    Units  Estimated Accuracy
 LX3305;SPC CT       -   238,330.      344,280.      MT  (+/- 180 meters Scaled)
 LX3305
 LX3305                          SUPERSEDED SURVEY CONTROL
 LX3305
 LX3305  NGVD 29 (07/19/86)  149.     (m)          489.     (f) VERT ANG       
 LX3305
 LX3305.Superseded values are not recommended for survey control.
 LX3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3305.See file dsdata.txt to determine how the superseded data were derived.
 LX3305
 LX3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM269096(NAD 83)
 LX3305_MARKER: DD = SURVEY DISK
 LX3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3305_SP_SET: CONCRETE POST
 LX3305_STAMPING: 4936
 LX3305_MARK LOGO: CTGS  
 LX3305_PROJECTION: RECESSED 5 CENTIMETERS
 LX3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3305+STABILITY: SURFACE MOTION
 LX3305
 LX3305  HISTORY     - Date     Condition        Report By
 LX3305  HISTORY     - 1976     MONUMENTED       CTGS
 LX3305  HISTORY     - 1986     GOOD             NGS
 LX3305  HISTORY     - 19901020 GOOD             USPSQD
 LX3305
 LX3305                          STATION DESCRIPTION
 LX3305
 LX3305'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (RJ)
 LX3305'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTER
 LX3305'OF HEBRON, 4 MILES SOUTHWEST OF THE CENTER OF LEBANON, AND 3
 LX3305'1/2 MILES NORTHEAST OF THE CENTER OF COLCHESTER.
 LX3305'
 LX3305'TO REACH THE STATION FROM LEBANON AT THE INTERSECTION OF
 LX3305'CONNECTICUT ROUTE 207 (HEBRON - BALTIC ROAD) AND CONNECTICUT
 LX3305'ROUTE 16 (COLCHESTER ROAD), GO SOUTHWESTERLY ON CONNECTICUT
 LX3305'ROUTE 16 FOR 0.8 MILE TO THE STATION ON THE LEFT (SOUTHEAST).
 LX3305'
 LX3305'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX3305'STAMPED 4936, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6
 LX3305'INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3305'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 65 FEET
 LX3305'SOUTHWEST OF THE EXTENDED CENTER LINE OF A BARWAY ON THE
 LX3305'NORTHWEST SIDE OF CONNECTICUT ROUTE 16, 52.4 FEET SOUTHWEST OF
 LX3305'SOUTHERN NEW ENGLAND TELEPHONE POLE 3128, 19 FEET SOUTHEAST
 LX3305'OF THE CENTER LINE OF CONNECTICUT ROUTE 16, AND 11.5 FEET
 LX3305'NORTHWEST OF A WIRE FENCE ON THE SOUTHEAST SIDE OF
 LX3305'CONNECTICUT ROUTE 16.
 LX3305'
 LX3305'REFERENCE MARK 1 IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT
 LX3305'OF TRANSPORTATION BASE LINE BRONZE DISK, STAMPED B 3310, SET IN
 LX3305'THE TOP OF A REINFORCED CONCRETE POST, 4 INCHES BY 4 INCHES AND
 LX3305'48 INCHES LONG.  THE TOP OF THE MONUMENT IS 1 INCH ABOVE THE
 LX3305'SURFACE OF THE GROUND.  IT IS 72.9 FEET SOUTHWEST OF SOUTHERN
 LX3305'NEW ENGLAND TELEPHONE POLE 3128, 16 FEET NORTHWEST OF A WIRE
 LX3305'FENCE ON THE SOUTHEAST SIDE OF THE ROAD, AND 16 FEET SOUTHEAST
 LX3305'OF THE CENTER LINE OF COLCHESTER ROAD.
 LX3305'
 LX3305'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3305'IN A 1/4 INCH DRILL HOLE IN THE BASE STONE OF A STONE WALL THAT
 LX3305'PROTRUDES 1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS 62.6
 LX3305'FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 3128, 51
 LX3305'FEET SOUTHWEST OF THE CENTER LINE OF A BARWAY IN THE ABOVE
 LX3305'MENTIONED STONE WALL, AND 27 FEET NORTHWEST OF THE CENTER LINE
 LX3305'OF COLCHESTER ROAD.
 LX3305'
 LX3305'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3305'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A 3 FOOT
 LX3305'BY 2 FOOT BOULDER THAT PROTRUDES 1/2 FOOT ABOVE THE SURFACE
 LX3305'OF THE GROUND.  IT IS 36.2 FEET WEST OF SOUTHERN NEW ENGLAND
 LX3305'TELEPHONE POLE 3128, 16 FEET NORTHWEST OF THE CENTER LINE OF
 LX3305'COLCHESTER ROAD, AND 12 FEET SOUTHWEST OF THE BARWAY MENTIONED
 LX3305'IN REFERENCE MARK 2.
 LX3305'
 LX3305'4937 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3305'BRASS DISK, STAMPED 4937, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3305'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LX3305'MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK
 LX3305'IS 0.45 MILE SOUTHWEST OF THE STATION ALONG CONNECTICUT ROUTE
 LX3305'16, 140.0 FEET SOUTHWEST OF BOZRAH LIGHT AND POWER POLE 2015,
 LX3305'89.5 FEET NORTHEAST OF BOZRAH LIGHT AND POWER POLE 2016, 19
 LX3305'FEET NORTHWEST OF THE CENTER LINE OF COLCHESTER ROAD, AND 4.8
 LX3305'FEET NORTHWEST OF A GUIDERAIL.
 LX3305'
 LX3305'4938 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3305'BRASS DISK, STAMPED 4938, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3305'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LX3305'MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 LX3305'0.15 MILE NORTHEAST OF THE STATION ALONG CONNECTICUT ROUTE 16,
 LX3305'92.2 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 3048,
 LX3305'68.1 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 440,
 LX3305'67 FEET SOUTH OF THE CENTER LINE INTERSECTION OF GOSHEN HILL
 LX3305'ROAD AND CONNECTICUT ROUTE 16, 40.8 FEET EAST OF A 36 INCH
 LX3305'MAPLE TREE, AND 20 FEET EAST OF THE CENTER LINE OF CONNECTICUT
 LX3305'ROUTE 16.
 LX3305'
 LX3305'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 LX3305
 LX3305                          STATION RECOVERY (1986)
 LX3305
 LX3305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3305'1.3 KM (0.8 MI) SW FROM LEBANON.
 LX3305'1.3 KM (0.8 MI) SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 LX3305'STATE HIGHWAY 207 IN LEBANON TO THE MARK ON THE LEFT.  IT IS 5.91
 LX3305'METERS (19.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3305'15.97 METERS (52.4 FT) SOUTHWEST OF UTILITY POLE NO. 3128 WITH A
 LX3305'TRANSFORMER, 7.16 METERS (23.5 FT) SOUTHWEST OF THE CENTER OF A
 LX3305'PRIVATE DRIVE LEADING TO A TWO STORY LOG CABIN HOUSE AND 3.50 METERS
 LX3305'(11.5 FT) NORTH-NORTHWEST OF A 4-STRAND BARBED WIRE FENCE.
 LX3305'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3305
 LX3305                          STATION RECOVERY (1990)
 LX3305
 LX3305'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3306 ***********************************************************************
 LX3306  DESIGNATION -  4937
 LX3306  PID         -  LX3306
 LX3306  STATE/COUNTY-  CT/NEW LONDON
 LX3306  USGS QUAD   -  COLCHESTER (1984)
 LX3306
 LX3306                         *CURRENT SURVEY CONTROL
 LX3306  ___________________________________________________________________
 LX3306* NAD 83(1986)-  41 36 05.     (N)    072 16 52.     (W)     SCALED    
 LX3306* NAVD 88     -       117.634  (meters)     385.94   (feet)  ADJUSTED  
 LX3306  ___________________________________________________________________
 LX3306  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX3306  DYNAMIC HT  -         117.592 (meters)     385.80  (feet)  COMP
 LX3306  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 LX3306
 LX3306  VERT ORDER  -  FIRST     CLASS II
 LX3306
 LX3306.The horizontal coordinates were scaled from a topographic map and have
 LX3306.an estimated accuracy of +/- 6 seconds.
 LX3306
 LX3306.The orthometric height was determined by differential leveling
 LX3306.and adjusted by the National Geodetic Survey in June 1991..
 LX3306
 LX3306.The geoid height was determined by GEOID03.
 LX3306
 LX3306.The dynamic height is computed by dividing the NAVD 88
 LX3306.geopotential number by the normal gravity value computed on the
 LX3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3306.degrees latitude (g = 980.6199 gals.).
 LX3306
 LX3306.The modeled gravity was interpolated from observed gravity values.
 LX3306
 LX3306;                    North         East    Units  Estimated Accuracy
 LX3306;SPC CT       -   237,810.      343,890.      MT  (+/- 180 meters Scaled)
 LX3306
 LX3306                          SUPERSEDED SURVEY CONTROL
 LX3306
 LX3306.No superseded survey control is available for this station.
 LX3306
 LX3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM265090(NAD 83)
 LX3306_MARKER: DD = SURVEY DISK
 LX3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3306_SP_SET: CONCRETE POST
 LX3306_STAMPING: 4937
 LX3306_MARK LOGO: CTGS  
 LX3306_PROJECTION: RECESSED 5 CENTIMETERS
 LX3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3306+STABILITY: SURFACE MOTION
 LX3306
 LX3306  HISTORY     - Date     Condition        Report By
 LX3306  HISTORY     - 1976     MONUMENTED       CTGS
 LX3306  HISTORY     - 1986     GOOD             NGS
 LX3306  HISTORY     - 19901020 GOOD             USPSQD
 LX3306
 LX3306                          STATION DESCRIPTION
 LX3306
 LX3306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3306'2.0 KM (1.25 MI) SW FROM LEBANON.
 LX3306'2.0 KM (1.25 MI) SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 LX3306'STATE HIGHWAY 207 IN LEBANON TO THE MARK ON THE RIGHT AT THE
 LX3306'NORTHEAST END OF A STEEL CABLE GUARDRAIL.  IT IS 5.64 METERS (18.5 FT)
 LX3306'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.07 METERS (88.8 FT)
 LX3306'NORTH-NORTHEAST OF NEW UTILITY POLE NO. 2016 WITH ONE GUY WIRE (POWER
 LX3306'LINES CROSS HIGHWAY AT THIS POINT), OLD UTILITY POLE NO. 2016 WITH ONE
 LX3306'GUY WIRE IS STILL IN PLACE, 1.49 METERS (4.9 FT) NORTHWEST OF A
 LX3306'GUARDRAIL AND 0.61 METER (2.0 FT) NORTH-NORTHEAST OF HIGHWAY SIGN
 LX3306'(SCHOOL BUS STOP AHEAD).
 LX3306'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 LX3306'THE MARK IS 0.09 M BELOW HIGHWAY.
 LX3306
 LX3306                          STATION RECOVERY (1990)
 LX3306
 LX3306'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3304 ***********************************************************************
 LX3304  DESIGNATION -  4938
 LX3304  PID         -  LX3304
 LX3304  STATE/COUNTY-  CT/NEW LONDON
 LX3304  USGS QUAD   -  COLCHESTER (1984)
 LX3304
 LX3304                         *CURRENT SURVEY CONTROL
 LX3304  ___________________________________________________________________
 LX3304* NAD 83(1986)-  41 36 29.     (N)    072 16 30.     (W)     SCALED    
 LX3304* NAVD 88     -       155.303  (meters)     509.52   (feet)  ADJUSTED  
 LX3304  ___________________________________________________________________
 LX3304  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX3304  DYNAMIC HT  -         155.247 (meters)     509.34  (feet)  COMP
 LX3304  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 LX3304
 LX3304  VERT ORDER  -  FIRST     CLASS II
 LX3304
 LX3304.The horizontal coordinates were scaled from a topographic map and have
 LX3304.an estimated accuracy of +/- 6 seconds.
 LX3304
 LX3304.The orthometric height was determined by differential leveling
 LX3304.and adjusted by the National Geodetic Survey in June 1991..
 LX3304
 LX3304.The geoid height was determined by GEOID03.
 LX3304
 LX3304.The dynamic height is computed by dividing the NAVD 88
 LX3304.geopotential number by the normal gravity value computed on the
 LX3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3304.degrees latitude (g = 980.6199 gals.).
 LX3304
 LX3304.The modeled gravity was interpolated from observed gravity values.
 LX3304
 LX3304;                    North         East    Units  Estimated Accuracy
 LX3304;SPC CT       -   238,550.      344,390.      MT  (+/- 180 meters Scaled)
 LX3304
 LX3304                          SUPERSEDED SURVEY CONTROL
 LX3304
 LX3304.No superseded survey control is available for this station.
 LX3304
 LX3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM270098(NAD 83)
 LX3304_MARKER: DD = SURVEY DISK
 LX3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3304_SP_SET: CONCRETE POST
 LX3304_STAMPING: 4938
 LX3304_MARK LOGO: CTGS  
 LX3304_PROJECTION: RECESSED 5 CENTIMETERS
 LX3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3304+STABILITY: SURFACE MOTION
 LX3304
 LX3304  HISTORY     - Date     Condition        Report By
 LX3304  HISTORY     - 1975     MONUMENTED       CTGS
 LX3304  HISTORY     - 1986     GOOD             NGS
 LX3304  HISTORY     - 19900120 GOOD             USPSQD
 LX3304
 LX3304                          STATION DESCRIPTION
 LX3304
 LX3304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3304'1.0 KM (0.65 MI) SW FROM LEBANON.
 LX3304'1.0 KM (0.65 MI) SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 LX3304'STATE HIGHWAY 207 IN LEBANON TO THE MARK ON THE LEFT IN THE SOUTHEAST
 LX3304'ANGLE OF THE INTERSECTION OF LEVITA AND GOSHEN HILL ROADS.  IT IS 6.10
 LX3304'METERS (20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20.42
 LX3304'METERS (67.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF GOSHEN HILL ROAD,
 LX3304'28.10 METERS (92.2 FT) NORTH-NORTHEAST OF UTILITY POLE NO. 3048 WITH
 LX3304'TWO GUY WIRES AND 20.76 METERS (68.1 FT) SOUTH-SOUTHEAST OF UTILITY
 LX3304'POLE NO. 440 WITH TWO GUY WIRES.
 LX3304'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 LX3304'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3304
 LX3304                          STATION RECOVERY (1990)
 LX3304
 LX3304'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1895 ***********************************************************************
 LX1895  DESIGNATION -  496
 LX1895  PID         -  LX1895
 LX1895  STATE/COUNTY-  CT/FAIRFIELD
 LX1895  USGS QUAD   -  DANBURY (1984)
 LX1895
 LX1895                         *CURRENT SURVEY CONTROL
 LX1895  ___________________________________________________________________
 LX1895* NAD 83(1986)-  41 23 46.     (N)    073 27 14.     (W)     SCALED    
 LX1895* NAVD 88     -       115.084  (meters)     377.57   (feet)  ADJUSTED  
 LX1895  ___________________________________________________________________
 LX1895  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1895  DYNAMIC HT  -         115.045 (meters)     377.44  (feet)  COMP
 LX1895  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX1895
 LX1895  VERT ORDER  -  FIRST     CLASS II
 LX1895
 LX1895.The horizontal coordinates were scaled from a topographic map and have
 LX1895.an estimated accuracy of +/- 6 seconds.
 LX1895
 LX1895.The orthometric height was determined by differential leveling
 LX1895.and adjusted by the National Geodetic Survey in June 1991..
 LX1895
 LX1895.The geoid height was determined by GEOID03.
 LX1895
 LX1895.The dynamic height is computed by dividing the NAVD 88
 LX1895.geopotential number by the normal gravity value computed on the
 LX1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1895.degrees latitude (g = 980.6199 gals.).
 LX1895
 LX1895.The modeled gravity was interpolated from observed gravity values.
 LX1895
 LX1895;                    North         East    Units  Estimated Accuracy
 LX1895;SPC CT       -   215,140.      245,940.      MT  (+/- 180 meters Scaled)
 LX1895
 LX1895                          SUPERSEDED SURVEY CONTROL
 LX1895
 LX1895.No superseded survey control is available for this station.
 LX1895
 LX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL292838(NAD 83)
 LX1895_MARKER: DD = SURVEY DISK
 LX1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1895_SP_SET: CONCRETE POST
 LX1895_STAMPING: 496
 LX1895_MARK LOGO: CTGS  
 LX1895_PROJECTION: FLUSH
 LX1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1895+STABILITY: SURFACE MOTION
 LX1895
 LX1895  HISTORY     - Date     Condition        Report By
 LX1895  HISTORY     - 1935     MONUMENTED       CTGS
 LX1895  HISTORY     - 1984     GOOD             NGS
 LX1895
 LX1895                          STATION DESCRIPTION
 LX1895
 LX1895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1895'IN DANBURY.
 LX1895'IN DANBURY, AT THE SOUTH TANGENT OF THE JUNCTION OF MAIN AND WHITE
 LX1895'STREETS, 9.30 METERS (30.5 FT) SOUTHWEST OF THE CENTERLINE OF WHITE
 LX1895'STREET, 4.48 METERS (14.7 FT) NORTHWEST OF THE NORTHWEST FACE OF
 LX1895'FEINSONS CLOTHING STORE, 3.90 METERS (12.8 FT) EAST OF THE EAST CORNER
 LX1895'OF THE METAL BASE OF A TRAFFIC WALK SIGNAL.  NOTE--THIS MARK WAS
 LX1895'LOCATED AT THE SAME LOCATION AS BENCH MARK 26 CTGS DESCRIBED IN
 LX1895'VERTICAL CONTROL DATA QUAD 410732, PAGE 29, DATED JUNE 1968, IT IS
 LX1895'BELIEVED TO BE THE SAME MARK, THE ENGINEERING DEPARTMENT FOR THE CITY
 LX1895'OF DANBURY WAS CONTACTED AND MR. DONALD T. HAMBIDGE STATED HIS BENCH
 LX1895'MARK FILE HAS ALWAYS HAD THIS BENCH MARK DESIGNATED 496.
 LX1895'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2883 ***********************************************************************
 LX2883  DESIGNATION -  4962
 LX2883  PID         -  LX2883
 LX2883  STATE/COUNTY-  CT/WINDHAM
 LX2883  USGS QUAD   -  WILLIMANTIC (1984)
 LX2883
 LX2883                         *CURRENT SURVEY CONTROL
 LX2883  ___________________________________________________________________
 LX2883* NAD 83(1996)-  41 44 25.     (N)    072 11 02.     (W)     SCALED    
 LX2883* NAVD 88     -        73.983  (meters)     242.73   (feet)  ADJUSTED  
 LX2883  ___________________________________________________________________
 LX2883  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX2883  DYNAMIC HT  -          73.957 (meters)     242.64  (feet)  COMP
 LX2883  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LX2883
 LX2883  VERT ORDER  -  SECOND    CLASS II
 LX2883
 LX2883.This mark is at Windham Airport (IJD)
 LX2883
 LX2883.The horizontal coordinates were scaled from a topographic map and have
 LX2883.an estimated accuracy of +/- 6 seconds.
 LX2883
 LX2883.The orthometric height was determined by differential leveling
 LX2883.and adjusted by the National Geodetic Survey in June 1991..
 LX2883
 LX2883.The geoid height was determined by GEOID03.
 LX2883
 LX2883.The dynamic height is computed by dividing the NAVD 88
 LX2883.geopotential number by the normal gravity value computed on the
 LX2883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2883.degrees latitude (g = 980.6199 gals.).
 LX2883
 LX2883.The modeled gravity was interpolated from observed gravity values.
 LX2883
 LX2883;                    North         East    Units  Estimated Accuracy
 LX2883;SPC CT       -   253,280.      351,890.      MT  (+/- 180 meters Scaled)
 LX2883
 LX2883                          SUPERSEDED SURVEY CONTROL
 LX2883
 LX2883  NGVD 29 (02/23/89)   74.23   (m)          243.5    (f) LEVELING    3  
 LX2883
 LX2883.Superseded values are not recommended for survey control.
 LX2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2883.See file dsdata.txt to determine how the superseded data were derived.
 LX2883
 LX2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM341247(NAD 83)
 LX2883_MARKER: DD = SURVEY DISK
 LX2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2883_SP_SET: CONCRETE POST
 LX2883_STAMPING: 4962
 LX2883_MARK LOGO: CTGS  
 LX2883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2883+STABILITY: SURFACE MOTION
 LX2883
 LX2883  HISTORY     - Date     Condition        Report By
 LX2883  HISTORY     - 1985     MONUMENTED       CTGS
 LX2883  HISTORY     - 1985     GOOD             NGS
 LX2883  HISTORY     - 1985     GOOD             NGS
 LX2883
 LX2883                          STATION DESCRIPTION
 LX2883
 LX2883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX2883'THE STATION WAS RECOVERED AT THIS DATE.
 LX2883'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX2883'CONDITION. THE BASS BOLT USED FOR REFERENCE MARK 3 IS GONE, BUT THE
 LX2883'DRILL HOLE IN ROCK OUTCROP IS THERE, IT WAS USED AT THIS TIME. ALL
 LX2883'DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS COMPARED WITH THE
 LX2883'STATE 1976 DATA. A NEW AND COMPLETE DESCRIPTIONS FOLLOWS.
 LX2883'
 LX2883'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI)
 LX2883'NORTH OF THE JUNCTION OF STATE HIGHWAYS 203 AND 14 IN WINDHAM, 2.4
 LX2883'KM (1.5 MI) WEST OF THE JUNCTION OF STATE HIGHWAYS 203 AND 6, 0.4
 LX2883'KM (0.25 MI) WEST OF THE WILLIMANTIC RESERVOIR AND AT THE WINDHAM
 LX2883'AIRPORT.
 LX2883'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LX2883'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348.
 LX2883'
 LX2883'TO REACH THE STATION FROM THE JUNCTION OF WHERE U.S. HIGHWAY 6
 LX2883'PASSES OVER INTERSTATE HIGHWAY 84, GO EASTERLY ALONG HIGHWAY 6 FOR
 LX2883'0.3 KM (0.2 MI) TO THE ENTRANCE TO THE WINDHAM AIRPORT ON THE LEFT.
 LX2883'TURN LEFT AND GO NORTHERLY ON ROAD FOR 0.3 KM (0.2 MI) TO GATE IN
 LX2883'THE FENCE, BEFORE REACHING THE AIRPORT OFFICE. PASS THROUGH, THEN
 LX2883'PROCEED WESTERLY ALONG THE TAXI RUNWAY AND ACROSS THE RUNWAY FOR
 LX2883'0.2 KM (0.1 MI) TO THE STATION AT THE WESTERLY END OF RUNWAY 6.
 LX2883'CHECK AT THE OFFICE BEFORE ENTERING AIRPORT.
 LX2883'
 LX2883'THE STATION IS A STANDARD CGS DISK
 LX2883'STAMPED---4962---,
 LX2883'SET INTO THE TOP OF A SQUARE REINFORCED CONCRETE MONUMENT 15 CM ON
 LX2883'SIDE RECESSED 3 CM BELOW THE GROUND. LOCATED
 LX2883'23.2 METERS (76 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF RUNWAY 6,
 LX2883'22.6 METERS (74 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF RUNWAY 6
 LX2883'AND
 LX2883'3.0 METERS (9.7 FT) SOUTHWEST FROM THE SOUTHWEST END OF RUNWAY 6.
 LX2883'
 LX2883'REFERENCE MARK NO. 1 IS A PUNCH MARK WITH A TRIANGLE CHISELED
 LX2883'AROUND IT IN THE SOUTHERLY SIDE OF THE OUTER RING OF A STEEL
 LX2883'MANHOLE. LOCATED
 LX2883'15.4 METERS (50.5 FT) EAST-NORTHEAST FROM THE NORTHWEST CORNER OF
 LX2883'RUNWAY 6 AND
 LX2883'3.0 METERS (10.0 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF RUNWAY 6.
 LX2883'MARK IS LEVEL WITH THE STATION.
 LX2883'
 LX2883'REFERENCE MARK NO. 2 IS A PUNCH MARK WITH A TRIANGLE CHISELED
 LX2883'AROUND IT IN THE NORTHWESTERLY SIDE OF THE OUTER RING OF A STEEL
 LX2883'MANHOLE. LOCATED
 LX2883'15.7 METERS (51.5 FT) NORTHEAST FROM THE SOUTHWESTERLY CORNER OF
 LX2883'RUNWAY 6 AND
 LX2883'3.3 METERS (11.0 FT) NORTH-NORTHWEST FROM THE SOUTHEAST EDGE OF
 LX2883'RUNWAY 6.
 LX2883'MARK IS LEVEL WITH THE STATION.
 LX2883'
 LX2883'REFERENCE MARK NO. 3 IS THE CENTER OF A 6.0 MM (1/4 INCH) DRILL
 LX2883'HOLE IN A ROCK OUTCROP. LOCATED
 LX2883'10.8 METERS (35.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF RUNWAY
 LX2883'6 AND
 LX2883'9.8 METERS (32 FT) EAST FROM THE NORTH-SOUTH BRUSH LINE.
 LX2883'MARK IS LEVEL WITH THE STATION.
 LX2883'
 LX2883'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 LX2883'
 LX2883'NO AZIMUTH MARK WAS SET AS STATIONS WINDHAM ARP 1975 AND 4963 CGS
 LX2883'WILL SERVE.
 LX2883'
 LX2883'AN EDM TIE WAS MADE TO STATIONS WINDHAM ARP 1975 AND 4963 CGS.
 LX2883'
 LX2883'DESCRIBED BY J. N. LEONHARDT.
 LX2883
 LX2883                          STATION RECOVERY (1985)
 LX2883
 LX2883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2883'1.9 KM (1.2 MI) WSW FROM NORTH WINDHAM.
 LX2883'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) NORTH OF THE JUNCTION OF
 LX2883'STATE HIGHWAYS 203 AND 14 IN WINDHAM, 2.4 KM (1.5 MI) WEST OF THE
 LX2883'JUNCTION OF STATE HIGHWAYS 203 AND 6, 0.4 KM (0.25 MI) WEST OF THE
 LX2883'WILLIMANTIC RESERVOIR AND AT THE WINDHAM AIRPORT.  NOTE--CHECK AT THE
 LX2883'OFFICE BEFORE ENTERING AIRPORT.  OWNERSHIP--STATE OF CONNECTICUT, MR
 LX2883'GEORGE DESMARAIS, WINDHAM AIRPORT, NORTH WINDHAM CT 06256, PHONE
 LX2883'203-423-9348.  TO REACH THE STATION FROM THE JUNCTION OF WHERE U.S.
 LX2883'HIGHWAY 6 PASSES OVER INTERSTATE HIGHWAY 84, GO EASTERLY ALONG HIGHWAY
 LX2883'6 FOR 0.3 KM (0.2 MI) TO THE ENTRANCE TO THE WINDHAM AIRPORT ON THE
 LX2883'LEFT.  TURN LEFT AND GO NORTHERLY ON ROAD FOR 0.3 KM (0.2 MI) TO GATE
 LX2883'IN THE FENCE, BEFORE REACHING THE AIRPORT OFFICE. PASS THROUGH, THEN
 LX2883'PROCEED WESTERLY ALONG THE TAXI RUNWAY AND ACROSS THE RUNWAY FOR
 LX2883'0.2 KM (0.1 MI) TO THE STATION AT THE WESTERLY END OF RUNWAY 6.  SET
 LX2883'INTO THE TOP OF A SQUARE REINFORCED CONCRETE MONUMENT 15 CM ON SIDE
 LX2883'RECESSED 3 CM BELOW THE GROUND. LOCATED 23.2 METERS (76 FT) SOUTHEAST
 LX2883'FROM THE NORTHWEST CORNER OF RUNWAY 6, 22.6 METERS (74 FT) NORTHWEST
 LX2883'FROM THE SOUTHWEST CORNER OF RUNWAY 6 AND 3.0 METERS (9.7 FT)
 LX2883'SOUTHWEST FROM THE SOUTHWEST END OF RUNWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2888 ***********************************************************************
 LX2888  SACS        -  This is a Secondary Airport Control Station.
 LX2888  DESIGNATION -  4963
 LX2888  PID         -  LX2888
 LX2888  STATE/COUNTY-  CT/WINDHAM
 LX2888  USGS QUAD   -  WILLIMANTIC (1984)
 LX2888
 LX2888                         *CURRENT SURVEY CONTROL
 LX2888  ___________________________________________________________________
 LX2888* NAD 83(1996)-  41 44 44.20183(N)    072 10 46.24761(W)     ADJUSTED  
 LX2888* NAVD 88     -        72.226  (meters)     236.96   (feet)  ADJUSTED  
 LX2888  ___________________________________________________________________
 LX2888  X           -   1,458,532.706 (meters)                     COMP
 LX2888  Y           -  -4,537,222.973 (meters)                     COMP
 LX2888  Z           -   4,224,592.482 (meters)                     COMP
 LX2888  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LX2888  ELLIP HEIGHT-          42.35  (meters)          (06/04/02) GPS OBS
 LX2888  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX2888  DYNAMIC HT  -          72.201 (meters)     236.88  (feet)  COMP
 LX2888  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 LX2888
 LX2888  HORZ ORDER  -  FIRST
 LX2888  VERT ORDER  -  SECOND    CLASS II
 LX2888  ELLP ORDER  -  FOURTH    CLASS I
 LX2888
 LX2888.This mark is at Windham Airport (IJD)
 LX2888
 LX2888.The horizontal coordinates were established by GPS observations
 LX2888.and adjusted by the National Geodetic Survey in May 2000..
 LX2888
 LX2888.The orthometric height was determined by differential leveling
 LX2888.and adjusted by the National Geodetic Survey in June 1991..
 LX2888
 LX2888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2888
 LX2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2888
 LX2888.The ellipsoidal height was determined by GPS observations
 LX2888.and is referenced to NAD 83.
 LX2888
 LX2888.The geoid height was determined by GEOID03.
 LX2888
 LX2888.The dynamic height is computed by dividing the NAVD 88
 LX2888.geopotential number by the normal gravity value computed on the
 LX2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2888.degrees latitude (g = 980.6199 gals.).
 LX2888
 LX2888.The modeled gravity was interpolated from observed gravity values.
 LX2888
 LX2888;                    North         East     Units Scale Factor Converg.
 LX2888;SPC CT       -   253,874.394   352,252.836   MT  0.99998997   +0 22 41.8
 LX2888;SPC CT       -   832,919.57  1,155,682.85   sFT  0.99998997   +0 22 41.8
 LX2888;UTM  18      - 4,625,377.496   734,524.939   MT  1.00027689   +1 52 43.7
 LX2888
 LX2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2888!SPC CT       -   0.99999336  x   0.99998997  =   0.99998333
 LX2888!UTM  18      -   0.99999336  x   1.00027689  =   1.00027025
 LX2888
 LX2888|---------------------------------------------------------------------|
 LX2888| PID    Reference Object                     Distance      Geod. Az  |
 LX2888|                                                           dddmmss.s |
 LX2888| LX7309 4963 RM 1                            29.523 METERS 17653     |
 LX2888| LX2885 WINDHAM ARP                         430.952 METERS 1992526.9 |
 LX2888| LX7308 4963 RM 2                            26.372 METERS 29654     |
 LX2888|---------------------------------------------------------------------|
 LX2888
 LX2888                          SUPERSEDED SURVEY CONTROL
 LX2888
 LX2888  ELLIP H (05/22/00)   42.36   (m)                       GP(       ) 4 1
 LX2888  NAVD 88 (05/22/00)   72.22   (m)          236.9    (f) LEVELING    3  
 LX2888  NGVD 29 (02/23/89)   72.48   (m)          237.8    (f) LEVELING    3  
 LX2888
 LX2888.Superseded values are not recommended for survey control.
 LX2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2888.See file dsdata.txt to determine how the superseded data were derived.
 LX2888
 LX2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3452525377(NAD 83)
 LX2888_MARKER: DD = SURVEY DISK
 LX2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2888_SP_SET: CONCRETE POST
 LX2888_STAMPING: STATION 4963
 LX2888_MARK LOGO: CTGS  
 LX2888_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2888+STABILITY: SURFACE MOTION
 LX2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2888+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1999
 LX2888
 LX2888  HISTORY     - Date     Condition        Report By
 LX2888  HISTORY     - 1985     MONUMENTED       CTGS
 LX2888  HISTORY     - 1985     GOOD             NGS
 LX2888  HISTORY     - 1985     GOOD             NGS
 LX2888  HISTORY     - 19920501 GOOD             NGS
 LX2888  HISTORY     - 19991219 GOOD             WOOLPT
 LX2888
 LX2888                          STATION DESCRIPTION
 LX2888
 LX2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX2888'THE STATION WAS RECOVERED AT THIS DATE.
 LX2888'THE DISTANCES TO REFERENCE MARKS 1 AND 2 AGREED WITH THE STATE 1976
 LX2888'DATA. THE ANGLE BETWEEN REFERENCE MARKS 1 AND 2 WAS FOUND TO BE
 LX2888'SMALLER BY 35 MINUTES THAN THE STATE 1976 DATA. THE ONE STORY BLOCK
 LX2888'GARAGE WHICH THE 8TH BLOCK UP OF THE SOUTHWEST CORNER WAS USED AS
 LX2888'REFERENCE POINT 1 IN 1976 IS NOW GONE. A COMPLETE AND NEW DESCRIPTION
 LX2888'FOLLOWS.
 LX2888'
 LX2888'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI)
 LX2888'NORTH-NORTHEAST OF WILLIMANTIC, 1.9 KM (1.2 MI) WEST-SOUTHWEST OF
 LX2888'NORTH WILLIMANTIC AND ON THE WINDHAM AIRPORT.
 LX2888'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LX2888'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348.
 LX2888'
 LX2888'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND
 LX2888'INTERSTATE HIGHWAY 84 NORTHEAST OF WILLIMANTIC, GO EASTERLY ON
 LX2888'ROUTE 6 FOR 0.3 KM (0.2 MI) TO THE ENTRANCE TO THE WINDHAM AIRPORT
 LX2888'ON THE LEFT. TURN LEFT AND GO NORTHERLY 0.3 KM (0.2 MI) TO THE
 LX2888'AIRPORT OFFICE. PROCEED NORTHEASTERLY 0.5 KM (0.35 MI) ACROSS THE
 LX2888'AIRPORT TO THE STATION NORTHWEST OF RUNWAY 24.
 LX2888'
 LX2888'THE STATION IS A STANDARD CGS DISK
 LX2888'STAMPED---4963---,
 LX2888'SET INTO THE TOP OF A SQUARE REINFORCED CONCRETE MONUMENT 15 CM ON
 LX2888'SIDE RECESSED 1 CM BELOW THE GROUND. LOCATED
 LX2888'29.9 METERS (98 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF A
 LX2888'STEEL MANHOLE COVER AND
 LX2888'4.6 METERS (15 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 LX2888'TRACK ROAD.
 LX2888'
 LX2888'REFERENCE MARK NO. 1 IS A PUNCH MARK WITH A TRIANGLE CHISELED
 LX2888'AROUND IT IN THE OUTSIDE RING OF THE NORTHERLY SIDE OF A STEEL
 LX2888'MANHOLE. LOCATED
 LX2888'25.9 METERS (85 FT) SOUTH FROM THE APPROXIMATE CENTER OF A TRACK
 LX2888'ROAD.
 LX2888'MARK IS 0.1 METER ABOVE THE STATION.
 LX2888'
 LX2888'REFERENCE MARK NO. 2 IS A PUNCH MARK IN THE CENTER OF A BRASS BOLT
 LX2888'HEAD
 LX2888'THAT IS ---UNSTAMPED---,
 LX2888'SET INTO THE CONCRETE SURROUNDING A MANHOLE. LOCATED
 LX2888'20.4 METERS (67 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 LX2888'TRACK ROAD AND IN THE EASTERLY SIDE OF A CONCRETE TOP
 LX2888'OF A CONCRETE MANHOLE.
 LX2888'MARK IS 0.4 METER BELOW THE STATION.
 LX2888'
 LX2888'HEIGHT OF LIGHT SHOWN WAS 1.6 METERS ABOVE THE MARK.
 LX2888'
 LX2888'NO AZIMUTH MARK WAS SET AS STATIONS WINDHAM ARP 1975 AND 4962 CGS
 LX2888'WILL SERVE.
 LX2888'
 LX2888'AN EDM TIE WAS MADE TO STATIONS WINDHAM ARP 1975 AND 4962 CGS.
 LX2888'
 LX2888'DESCRIBED BY DONALD W. SMITH.
 LX2888
 LX2888                          STATION RECOVERY (1985)
 LX2888
 LX2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2888'1.9 KM (1.2 MI) WSW FROM NORTH WINDHAM.
 LX2888'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTH-NORTHEAST OF
 LX2888'WILLIMANTIC, 1.9 KM (1.2 MI) WEST-SOUTHWEST OF NORTH WILLIMANTIC AND
 LX2888'ON THE WINDHAM AIRPORT.  OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE
 LX2888'DESMARAIS, WINDHAM AIRPORT, NORTH WINDHAM CT 06256, PHONE
 LX2888'203-423-9348.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 LX2888'HIGHWAY 6 AND INTERSTATE HIGHWAY 84 NORTHEAST OF WILLIMANTIC, GO
 LX2888'EASTERLY ON ROUTE 6 FOR 0.3 KM (0.2 MI) TO THE ENTRANCE TO THE WINDHAM
 LX2888'AIRPORT ON THE LEFT. TURN LEFT AND GO NORTHERLY 0.3 KM (0.2 MI) TO THE
 LX2888'AIRPORT OFFICE. PROCEED NORTHEASTERLY 0.5 KM (0.35 MI) ACROSS THE
 LX2888'AIRPORT TO THE STATION NORTHWEST OF RUNWAY 24.  SET INTO THE TOP OF A
 LX2888'SQUARE REINFORCED CONCRETE MONUMENT 15 CM ON SIDE RECESSED 1 CM BELOW
 LX2888'THE GROUND. LOCATED 29.9 METERS (98 FT) EAST-NORTHEAST FROM THE
 LX2888'APPROXIMATE CENTER OF A STEEL MANHOLE COVER AND 4.6 METERS (15 FT)
 LX2888'EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF A TRACK ROAD.
 LX2888
 LX2888                          STATION RECOVERY (1992)
 LX2888
 LX2888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (GFS)
 LX2888'THE STATION IS LOCATED AT THE WINDHAM AIRPORT NORTH OF THE
 LX2888'INTERSECTION OF RUNWAY 9/27 AND FORMER RUNWAY 6/24.  IT IS 362.5 FT
 LX2888'(110.5 M) NORTH OF THE INTERSECTION AND 48.1 FT (14.7 M)
 LX2888'EAST-NORTHEAST OF THE CENTER OF A MANHOLE THAT EXTENDS ABOUT A FOOT
 LX2888'ABOVE THE SURFACE.  THE STATION IS A CGS AND CTGS DISK STAMPED 4963
 LX2888'SET IN THE TOP OF A 6-INCH CONCRETE POST WHICH IS 0.1 FOOT (3.0 CM)
 LX2888'BELOW THE SURFACE.  NOTE-- 8.6 FT (2.6 M) SOUTH OF A STEEL WITNESS
 LX2888'POST.
 LX2888
 LX2888                          STATION RECOVERY (1999)
 LX2888
 LX2888'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX2888'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 LX2888'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3036 ***********************************************************************
 LX3036  DESIGNATION -  4969
 LX3036  PID         -  LX3036
 LX3036  STATE/COUNTY-  CT/TOLLAND
 LX3036  USGS QUAD   -  SPRING HILL (1983)
 LX3036
 LX3036                         *CURRENT SURVEY CONTROL
 LX3036  ___________________________________________________________________
 LX3036* NAD 83(1996)-  41 47 07.     (N)    072 13 17.     (W)     SCALED    
 LX3036* NAVD 88     -       176.553  (meters)     579.24   (feet)  ADJUSTED  
 LX3036  ___________________________________________________________________
 LX3036  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3036  DYNAMIC HT  -         176.491 (meters)     579.04  (feet)  COMP
 LX3036  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LX3036
 LX3036  VERT ORDER  -  FIRST     CLASS II
 LX3036
 LX3036.The horizontal coordinates were scaled from a topographic map and have
 LX3036.an estimated accuracy of +/- 6 seconds.
 LX3036
 LX3036.The orthometric height was determined by differential leveling
 LX3036.and adjusted by the National Geodetic Survey in June 1991..
 LX3036
 LX3036.The geoid height was determined by GEOID03.
 LX3036
 LX3036.The dynamic height is computed by dividing the NAVD 88
 LX3036.geopotential number by the normal gravity value computed on the
 LX3036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3036.degrees latitude (g = 980.6199 gals.).
 LX3036
 LX3036.The modeled gravity was interpolated from observed gravity values.
 LX3036
 LX3036;                    North         East    Units  Estimated Accuracy
 LX3036;SPC CT       -   258,260.      348,740.      MT  (+/- 180 meters Scaled)
 LX3036
 LX3036                          SUPERSEDED SURVEY CONTROL
 LX3036
 LX3036  NGVD 29 (07/19/86)  176.6    (m)          579.     (f) VERT ANG       
 LX3036
 LX3036.Superseded values are not recommended for survey control.
 LX3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3036.See file dsdata.txt to determine how the superseded data were derived.
 LX3036
 LX3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM309296(NAD 83)
 LX3036_MARKER: DD = SURVEY DISK
 LX3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3036_SP_SET: CONCRETE POST
 LX3036_STAMPING: 4969
 LX3036_MARK LOGO: CTGS  
 LX3036_PROJECTION: RECESSED 4 CENTIMETERS
 LX3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3036+STABILITY: SURFACE MOTION
 LX3036
 LX3036  HISTORY     - Date     Condition        Report By
 LX3036  HISTORY     - 1975     MONUMENTED       CTGS
 LX3036  HISTORY     - 1986     GOOD             NGS
 LX3036
 LX3036                          STATION DESCRIPTION
 LX3036
 LX3036'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (TB)
 LX3036'THE STATION IS ABOUT 2 MILES NORTHWEST OF MANSFIELD CENTER,
 LX3036'1-1/2 MILES SOUTH EAST OF THE UNIVERSITY OF CONNECTICUT, AND
 LX3036'1/2 MILES NORTHEAST OF MANSFIELD CITY.
 LX3036'
 LX3036'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTE
 LX3036'195 (STORRS ROAD) AND CONNECTICUT ROUTE 275 (EAGLEVILLE ROAD) IN
 LX3036'STORRS, GO SOUTHEASTERLY ON CONNECTICUT ROUTE 195 FOR 1.4 MILES
 LX3036'TO THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 LX3036'
 LX3036'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY DISC, STAMPED
 LX3036'4969.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES
 LX3036'LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1 INCH BELOW THE
 LX3036'GROUND.  IT IS 210 FEET SOUTH OF LONGVIEW DRIVE, 42.5 FEET WEST
 LX3036'OF CONNECTICUT LIGHT AND POWER POLE 3370, AND 23.2 FEET WEST
 LX3036'OF THE CENTERLINE OF THE ROAD.
 LX3036'
 LX3036'REFERENCE MARK 1 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX3036'1/4 INCH DRILL HOLE, IN THE CURB OF A CATCH BASIN.  IT IS 48.7
 LX3036'FEET NORTHWEST OF CONNECTICUT LIGHT AND POWER POLE 3370 AND 18.6
 LX3036'FEET WEST OF THE CENTERLINE OF THE ROAD.
 LX3036'
 LX3036'REFERENCE MARK 2 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX3036'1/4 INCH DRILL HOLE, IN THE SOUTHEAST CORNER OF A U TYPE CATCH
 LX3036'BASIN.  IT IS 22.3 FEET EAST OF THE CENTERLINE OF THE RAOD
 LX3036'AND 26.4 FEET NORTH OF CONNECTICUT LIGHT AND POWER POLE 3370.
 LX3036'
 LX3036'REFERENCE POINT 1 IS THE SOUTHEAST CORNER OF A FOUNDATION,
 LX3036'2 FEET DOWN FROM THE SILL OF A 1-1/2 STORY FRAME HOUSE.  IT IS
 LX3036'82.5 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LX3036'
 LX3036'4972 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SRUVEY
 LX3036'BRASS DISC, STAMPED 4972.  IT IS SET IN THE TOP OF A 6 INCH BY
 LX3036'6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS
 LX3036'SET FLUSH WITH THE GROUND.  IT IS ABOUT 0.2 MILE SOUTHERLY ALONG
 LX3036'CONNECTICUT ROUTE 195, 42.5 FEET SOUTH OF THE CENTERLINE OF
 LX3036'LEDGEWOOD DRIVE, 19.5 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND
 LX3036'TELEPHONE POLE 184, AND 17.5 FEET EAST OF THE CENTERLINE OF
 LX3036'CONNECTICUT ROUTE 195.  IT IS ABOUT 1,247 FEET NORTH OF THE
 LX3036'STATION 4969 (CGS).
 LX3036'
 LX3036'4970 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3036'DISC, STAMPED 4970.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH
 LX3036'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 2
 LX3036'INCHES BELOW THE GROUND.  IT IS ABOUT 809 FEET SOUTH OF THE
 LX3036'STATION 4969 (CGS).  IT IS 61.9 FEET NORTHWEST OF SOUTHERN NEW
 LX3036'ENGLAND TELEPHONE POLE 200, 61.3 FEET SOUTH OF SPRING HILL ROAD
 LX3036'CENTERLINE, AND 80.0 FEET WEST OF THE CENTERLINE OF CONNECTICUT
 LX3036'ROUTE 195.
 LX3036'
 LX3036'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LX3036
 LX3036                          STATION RECOVERY (1986)
 LX3036
 LX3036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3036'6.2 KM (3.85 MI) SE FROM MANSFIELD.
 LX3036'6.2 KM (3.85 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 LX3036'OF U.S. HIGHWAY 44 IN MANSFIELD TO THE MARK ON THE RIGHT, ALSO 3.3 KM
 LX3036'(2.05 MI) NORTHWEST ALONG STATE HIGHWAY 195 FROM THE POST OFFICE IN
 LX3036'MANSFIELD CENTER, 7.16 METERS (23.5 FT) SOUTHWEST OF THE CENTERLINE OF
 LX3036'THE HIGHWAY, 13.08 METERS (42.9 FT) SOUTHWEST AND ACROSS THE HIGHWAY
 LX3036'FROM UTILITY POLE NO. 3370, 8.63 METERS (28.3 FT) SOUTHEAST OF THE
 LX3036'SOUTH CORNER OF A CONCRETE CATCH BASIN.
 LX3036'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3035 ***********************************************************************
 LX3035  DESIGNATION -  4970
 LX3035  PID         -  LX3035
 LX3035  STATE/COUNTY-  CT/TOLLAND
 LX3035  USGS QUAD   -  SPRING HILL (1983)
 LX3035
 LX3035                         *CURRENT SURVEY CONTROL
 LX3035  ___________________________________________________________________
 LX3035* NAD 83(1996)-  41 47 12.     (N)    072 13 25.     (W)     SCALED    
 LX3035* NAVD 88     -       187.266  (meters)     614.39   (feet)  ADJUSTED  
 LX3035  ___________________________________________________________________
 LX3035  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3035  DYNAMIC HT  -         187.200 (meters)     614.17  (feet)  COMP
 LX3035  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LX3035
 LX3035  VERT ORDER  -  FIRST     CLASS II
 LX3035
 LX3035.The horizontal coordinates were scaled from a topographic map and have
 LX3035.an estimated accuracy of +/- 6 seconds.
 LX3035
 LX3035.The orthometric height was determined by differential leveling
 LX3035.and adjusted by the National Geodetic Survey in June 1991..
 LX3035
 LX3035.The geoid height was determined by GEOID03.
 LX3035
 LX3035.The dynamic height is computed by dividing the NAVD 88
 LX3035.geopotential number by the normal gravity value computed on the
 LX3035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3035.degrees latitude (g = 980.6199 gals.).
 LX3035
 LX3035.The modeled gravity was interpolated from observed gravity values.
 LX3035
 LX3035;                    North         East    Units  Estimated Accuracy
 LX3035;SPC CT       -   258,410.      348,560.      MT  (+/- 180 meters Scaled)
 LX3035
 LX3035                          SUPERSEDED SURVEY CONTROL
 LX3035
 LX3035  NGVD 29 (07/19/86)  187.3    (m)          615.     (f) VERT ANG       
 LX3035
 LX3035.Superseded values are not recommended for survey control.
 LX3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3035.See file dsdata.txt to determine how the superseded data were derived.
 LX3035
 LX3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM307298(NAD 83)
 LX3035_MARKER: DD = SURVEY DISK
 LX3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3035_SP_SET: CONCRETE POST
 LX3035_STAMPING: 4970
 LX3035_MARK LOGO: CTGS  
 LX3035_PROJECTION: RECESSED 2 CENTIMETERS
 LX3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3035+STABILITY: SURFACE MOTION
 LX3035
 LX3035  HISTORY     - Date     Condition        Report By
 LX3035  HISTORY     - 1975     MONUMENTED       CTGS
 LX3035  HISTORY     - 1986     GOOD             NGS
 LX3035
 LX3035                          STATION DESCRIPTION
 LX3035
 LX3035'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (TB)
 LX3035'THE STATION IS ABOUT 2 MILES NORTHWEST OF MANSFIELD CENTER,
 LX3035'1-1/2 MILES SOUTHEAST OF THE UNIVERSITY OF CONNECTICUT, AND
 LX3035'1-1/2 MILES NORTHEAST OF MANSFIELD CITY.
 LX3035'
 LX3035'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTE 195
 LX3035'(STORRS ROAD) AND ROUTE 275 (EAGLEVILLE ROAD) IN STORRS, GO
 LX3035'SOUTHEASTERLY ON CONNECTICUT ROUTE 195 FOR 1.3 MILES TO THE
 LX3035'STATION ON THE RIGHT, WEST SIDE OF THE ROAD.
 LX3035'
 LX3035'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISC,
 LX3035'STAMPED 4970.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY
 LX3035'48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 2 INCHES
 LX3035'BELOW THE GROUND.  IT IS 61.9 FEET NORTHWEST OF SOUTHERN NEW
 LX3035'ENGLAND TELEPHONE POLE 200, 61.3 FEET SOUTH OF SPRING HILL ROAD
 LX3035'CENTERLINE, AND 80.0 FEET WEST OF THE CENTERLINE OF CONNECTICUT
 LX3035'ROUTE 195.
 LX3035'
 LX3035'REFERENCE MARK 1 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX3035'1/4 INCH DRILL HOLE, IN A 4 FOOT BY 4 FOOT BOULDER PROJECTING 3
 LX3035'FEET ABOVE THE GROUND.  IT IS 31.6 FEET EAST OF THE CENTERLINE
 LX3035'CONNECTICUT ROUTE 195 AND 16.0 FEET SOUTH OF THE CENTERLINE OF A
 LX3035'PAVED DRIVE.
 LX3035'
 LX3035'REFERENCE MARK 2 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX3035'1/4 INCH DRILL HOLE, IN A LEDGE OUTCROP.  IT IS 78.8 FEET SOUTH OF
 LX3035'SOUTHERN NEW ENGLAND TELEPHONE POLE 200 AND 19.3 FEET WEST OF THE
 LX3035'CENTERLINE ON CONNECTICUT ROUTE 195.
 LX3035'
 LX3035'REFERENCE POINT 1 IS THE SOUTHEAST CORNER OF A 2 FOOT BY 6 FOOT
 LX3035'CONCRETE STEP IN FRONT OF HOUSE NUMBER 939.  IT IS 60.4 FEET
 LX3035'SOUTH OF SPRING HILL ROAD CENTERLINE AND 59.3 FEET WEST OF THE
 LX3035'CENTERLINE OF CONNECTICUT ROUTE 195.
 LX3035'
 LX3035'4971 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX3035'BRASS DISC, STAMPED 4971.  IT IS SET IN THE TOP OF A 6 INCH BY
 LX3035'6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS
 LX3035'SET 1 INCH BELOW THE GROUND.  IT IS ABOUT 0.1 MILE NORTHERLY
 LX3035'ALONG CONNECTICUT ROUTE 195, 64.2 FEET SOUTHEAST OF SOUTHERN
 LX3035'NEW ENGLAND TELEPHONE POLE 207, 57.5 FEET NORTH OF SOUTHERN NEW
 LX3035'ENGLAND TELEPHONE POLE 206, AND 25.4 FEET EAST OF THE
 LX3035'CENTERLINE OF CONNECTICUT ROUTE 195 (STORRS ROAD).  IT IS ABOUT
 LX3035'717 FEET NORTH OF THE STATION 4970 (CGS).
 LX3035'
 LX3035'4969 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY DISC,
 LX3035'STAMPED 4969.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY
 LX3035'48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1 INCH
 LX3035'BELOW THE GROUND.  IT IS ABOUT 809 FEET NORTH OF THE STATION
 LX3035'4970 (CGS).  IT IS 210 FEET SOUTH OF LONGVIEW DRIVE, 42.5 FEET
 LX3035'WEST OF CONNECTICUT LIGHT AND POWER POLE 3370, AND 23.2 FEET WEST
 LX3035'OF THE CENTERLINE OF THE ROAD.
 LX3035'
 LX3035'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LX3035
 LX3035                          STATION RECOVERY (1986)
 LX3035
 LX3035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3035'5.9 KM (3.65 MI) SE FROM MANSFIELD.
 LX3035'5.9 KM (3.65 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 LX3035'OF U.S. HIGHWAY 44 IN MANSFIELD TO THE MARK ON THE RIGHT, 6.55 METERS
 LX3035'(21.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.83 METERS
 LX3035'(58.5 FT) SOUTHEAST OF THE CENTER OF SPRING HILL ROAD, 14.69 METERS
 LX3035'(48.2 FT) NORTHWEST OF THE NORTH CORNER OF HOUSE NO. 939.
 LX3035'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3034 ***********************************************************************
 LX3034  DESIGNATION -  4971
 LX3034  PID         -  LX3034
 LX3034  STATE/COUNTY-  CT/TOLLAND
 LX3034  USGS QUAD   -  SPRING HILL (1983)
 LX3034
 LX3034                         *CURRENT SURVEY CONTROL
 LX3034  ___________________________________________________________________
 LX3034* NAD 83(1986)-  41 47 16.     (N)    072 13 28.     (W)     SCALED    
 LX3034* NAVD 88     -       197.048  (meters)     646.48   (feet)  ADJUSTED  
 LX3034  ___________________________________________________________________
 LX3034  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3034  DYNAMIC HT  -         196.978 (meters)     646.25  (feet)  COMP
 LX3034  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LX3034
 LX3034  VERT ORDER  -  FIRST     CLASS II
 LX3034
 LX3034.The horizontal coordinates were scaled from a topographic map and have
 LX3034.an estimated accuracy of +/- 6 seconds.
 LX3034
 LX3034.The orthometric height was determined by differential leveling
 LX3034.and adjusted by the National Geodetic Survey in June 1991..
 LX3034
 LX3034.The geoid height was determined by GEOID03.
 LX3034
 LX3034.The dynamic height is computed by dividing the NAVD 88
 LX3034.geopotential number by the normal gravity value computed on the
 LX3034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3034.degrees latitude (g = 980.6199 gals.).
 LX3034
 LX3034.The modeled gravity was interpolated from observed gravity values.
 LX3034
 LX3034;                    North         East    Units  Estimated Accuracy
 LX3034;SPC CT       -   258,530.      348,490.      MT  (+/- 180 meters Scaled)
 LX3034
 LX3034                          SUPERSEDED SURVEY CONTROL
 LX3034
 LX3034.No superseded survey control is available for this station.
 LX3034
 LX3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM306299(NAD 83)
 LX3034_MARKER: DD = SURVEY DISK
 LX3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3034_SP_SET: CONCRETE POST
 LX3034_STAMPING: 4971
 LX3034_MARK LOGO: CTGS  
 LX3034_PROJECTION: RECESSED 3 CENTIMETERS
 LX3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3034+STABILITY: SURFACE MOTION
 LX3034
 LX3034  HISTORY     - Date     Condition        Report By
 LX3034  HISTORY     - 1975     MONUMENTED       CTGS
 LX3034  HISTORY     - 1986     GOOD             NGS
 LX3034
 LX3034                          STATION DESCRIPTION
 LX3034
 LX3034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3034'5.7 KM (3.55 MI) SE FROM MANSFIELD.
 LX3034'5.7 KM (3.55 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 LX3034'OF U.S. HIGHWAY 44 IN MANSFIELD TO THE MARK ON THE LEFT, 7.77
 LX3034'METERS (25.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.99
 LX3034'METERS (62.3 FT) SOUTHEAST OF UTILITY POLE NO. 207, 17.68 METERS
 LX3034'(58.0 FT NORTHWEST OF UTILITY POLE NO. 206.
 LX3034'THE MARK IS 0.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2985 ***********************************************************************
 LX2985  DESIGNATION -  4979
 LX2985  PID         -  LX2985
 LX2985  STATE/COUNTY-  CT/WINDHAM
 LX2985  USGS QUAD   -  HAMPTON (1984)
 LX2985
 LX2985                         *CURRENT SURVEY CONTROL
 LX2985  ___________________________________________________________________
 LX2985* NAD 83(1996)-  41 52 28.     (N)    072 07 09.     (W)     SCALED    
 LX2985* NAVD 88     -       207.746  (meters)     681.58   (feet)  ADJUSTED  
 LX2985  ___________________________________________________________________
 LX2985  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2985  DYNAMIC HT  -         207.675 (meters)     681.35  (feet)  COMP
 LX2985  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX2985
 LX2985  VERT ORDER  -  FIRST     CLASS II
 LX2985
 LX2985.The horizontal coordinates were scaled from a topographic map and have
 LX2985.an estimated accuracy of +/- 6 seconds.
 LX2985
 LX2985.The orthometric height was determined by differential leveling
 LX2985.and adjusted by the National Geodetic Survey in June 1991..
 LX2985
 LX2985.The geoid height was determined by GEOID03.
 LX2985
 LX2985.The dynamic height is computed by dividing the NAVD 88
 LX2985.geopotential number by the normal gravity value computed on the
 LX2985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2985.degrees latitude (g = 980.6199 gals.).
 LX2985
 LX2985.The modeled gravity was interpolated from observed gravity values.
 LX2985
 LX2985;                    North         East    Units  Estimated Accuracy
 LX2985;SPC CT       -   268,220.      357,170.      MT  (+/- 180 meters Scaled)
 LX2985
 LX2985                          SUPERSEDED SURVEY CONTROL
 LX2985
 LX2985  NGVD 29 (07/19/86)  208.1    (m)          683.     (f) VERT ANG       
 LX2985
 LX2985.Superseded values are not recommended for survey control.
 LX2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2985.See file dsdata.txt to determine how the superseded data were derived.
 LX2985
 LX2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM390398(NAD 83)
 LX2985_MARKER: DD = SURVEY DISK
 LX2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2985_SP_SET: CONCRETE POST
 LX2985_STAMPING: 4979
 LX2985_MARK LOGO: CTGS  
 LX2985_PROJECTION: RECESSED 4 CENTIMETERS
 LX2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2985+STABILITY: SURFACE MOTION
 LX2985
 LX2985  HISTORY     - Date     Condition        Report By
 LX2985  HISTORY     - 1977     MONUMENTED       CTGS
 LX2985  HISTORY     - 1986     GOOD             NGS
 LX2985
 LX2985                          STATION DESCRIPTION
 LX2985
 LX2985'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1977 (RCJ)
 LX2985'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF THE CENTER
 LX2985'OF WILLIMANTIC, 6 MILES WEST OF THE CENTER OF ABINGTON AND
 LX2985'2-1/4 MILES NORTHEAST OF THE CENTER OF WARRENVILLE.
 LX2985'
 LX2985'TO REACH THE STATION FROM ASHFORD AT THE INTERSECTION OF STATE
 LX2985'ROUTE 89, WESTFORD ROAD, AND U.S. HIGHWAY 44, HARTFORD-
 LX2985'PROVIDENCE TURNPIKE, GO EASTERLY ON U.S. HIGHWAY 44 FOR 2.35
 LX2985'MILES TO THE STATION ON THE LEFT, NORTHWEST.
 LX2985'
 LX2985'THE STATION MARK STAMPED---4979---, IS A CONNECTICUT GEODETIC
 LX2985'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2985'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 6
 LX2985'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 280 FEET SOUTH-
 LX2985'WEST OF THE CENTERLINE OF GRANT STREET, 110 FEET SOUTH OF THE
 LX2985'SOUTHWEST CORNER OF A 1 STORY FRAME BUILDING, ON THE NORTH SIDE
 LX2985'OF U.S. HIGHWAY 44, 47.3 FEET NORTHEAST OF A 30 INCH ASH TREE,
 LX2985'46.4 FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX2985'1638, 35.4 FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER POLE
 LX2985'861 AND 22 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 LX2985'HIGHWAY 44.
 LX2985'
 LX2985'THE STATION MARK STAMPED---4980---, IS A CONNECTICUT GEODETIC
 LX2985'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2985'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 2
 LX2985'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.15 MILES
 LX2985'SOUTHWESTERLY OF THE STATION ALONG U.S HIGHWAY 44, 53.6 FEET
 LX2985'WEST OF THE NORTHWEST CORNER OF A 1 STORY FRAME HOUSE, 46.5
 LX2985'FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL DRIVE, 27.6 FEET
 LX2985'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 44, 21.1 FEET EAST
 LX2985'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1631 AND 17 FEET
 LX2985'NORTHEAST OF THE EXTENDED CENTERLINE OF NORTH ROAD.
 LX2985'
 LX2985'REFERENCE MARK 4---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2985'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2985'TRIANGLE IN A 1 FOOT BY 1 FOOT BOULDER.  THE TOP IS FLUSH WITH
 LX2985'THE SURFACE OF THE GROUND.  IT IS 17.8 FEET SOUTHWEST OF
 LX2985'CONNECTICUT LIGHT AND POWER POLE 861, 38 FEET NORTHWEST OF THE
 LX2985'CENTERLINE OF U.S. HIGHWAY4, AND 61 FEET NORTHEAST OF A 30
 LX2985'INCH ASH TREE.
 LX2985'
 LX2985'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX2985'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET FLUSH
 LX2985'WITH THE SURFACE OF THE GROUND.  IT IS IN THE CENTER OF A GRASS
 LX2985'ISLAND FORMED BY A BITUMINOUS DRIVE TO A 1 STORY FRAME BUILDING,
 LX2985'80.2 FEET NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1638,
 LX2985'71.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A 1 STORY FRAME
 LX2985'BUILDING, 59 FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE
 LX2985'861 AND 23 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 LX2985'44.
 LX2985'
 LX2985'THE STATION MARK STAMPED---1948---, IS A CONNECTICUT GEODETIC
 LX2985'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2985'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 1
 LX2985'INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 0.15 MILES NORTH-
 LX2985'EAST OF THE STATION ALONG U.S. HIGHWAY 44, 96.0 FEET NORTHEAST
 LX2985'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1645, 89.7 FEET WEST
 LX2985'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1645-S, 18.9 FEET SOUTH
 LX2985'OF A 15 INCH OAK TREE, 16 FEET NORTHWEST OF THE CENTERLINE OF
 LX2985'U.S. HIGHWAY 44 AND 14.5 FEET SOUTHEAST OF THE CENTERLINE OF
 LX2985'A STONE WALL.
 LX2985'
 LX2985'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2985'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A 1 FOOT BY
 LX2985'1/2 FOOT BOULDER.  THE TOP IS 1/2 FOOT ABOVE THE SURFACE OF THE
 LX2985'GROUND.  IT IS 79.2 FEET EAST OF CONNECTICUT LIGHT AND POWER
 LX2985'POLE 861, 72.6 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX2985'POLE 1638, 21 FEET SOUTHWEST OF THE NORTHEAST END OF A STONE
 LX2985'WALL AND 19 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 LX2985'44.
 LX2985'
 LX2985'REFERENCE MARK 2---NO STAMPING---, IS A CROSS IN THE TOP OF A
 LX2985'CONNECTICUT DEPARTMENT OF TRANSPORTATION BOUNDARY MONUMENT,
 LX2985'CAST WITH CHD ON THE SIDE OF THE REINFORCED CONCRETE POST, SET
 LX2985'IN A STONE WALL.
 LX2985'IT IS 73.6 FEET SOUTH OF CONNECTICUT LIGHT AND POWER POLE 861,
 LX2985'45 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1638,
 LX2985'20 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 44 AND 17
 LX2985'FEET SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVE.
 LX2985'
 LX2985'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.1 METERS.
 LX2985'
 LX2985'DESCRIBED BY R.C. JORDAN.
 LX2985
 LX2985                          STATION RECOVERY (1986)
 LX2985
 LX2985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2985'3.9 KM (2.45 MI) EAST FROM ASHFORD.
 LX2985'3.9 KM (2.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2985'ASHFORD TO THE MARK ON THE LEFT.  ALSO 3.1 KM (1.9 MI) WEST ALONG U.S.
 LX2985'HIGHWAY 44 FROM THE JUNCTION OF STATE HIGHWAY 198 IN PHOENIXVILLE.  IT
 LX2985'IS 6.71 METERS (22.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2985'14.33 METERS (47.0 FT) WEST AND ACROSS THE HIGHWAY FROM UTILITY POLE
 LX2985'NO. 1638 AND 10.94 METERS (35.9 FT) SOUTHWEST OF UTILITY POLE NO. 861.
 LX2985'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2984 ***********************************************************************
 LX2984  DESIGNATION -  4980
 LX2984  PID         -  LX2984
 LX2984  STATE/COUNTY-  CT/WINDHAM
 LX2984  USGS QUAD   -  HAMPTON (1984)
 LX2984
 LX2984                         *CURRENT SURVEY CONTROL
 LX2984  ___________________________________________________________________
 LX2984* NAD 83(1986)-  41 52 23.     (N)    072 07 17.     (W)     SCALED    
 LX2984* NAVD 88     -       213.341  (meters)     699.94   (feet)  ADJUSTED  
 LX2984  ___________________________________________________________________
 LX2984  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2984  DYNAMIC HT  -         213.268 (meters)     699.70  (feet)  COMP
 LX2984  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 LX2984
 LX2984  VERT ORDER  -  FIRST     CLASS II
 LX2984
 LX2984.The horizontal coordinates were scaled from a topographic map and have
 LX2984.an estimated accuracy of +/- 6 seconds.
 LX2984
 LX2984.The orthometric height was determined by differential leveling
 LX2984.and adjusted by the National Geodetic Survey in June 1991..
 LX2984
 LX2984.The geoid height was determined by GEOID03.
 LX2984
 LX2984.The dynamic height is computed by dividing the NAVD 88
 LX2984.geopotential number by the normal gravity value computed on the
 LX2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2984.degrees latitude (g = 980.6199 gals.).
 LX2984
 LX2984.The modeled gravity was interpolated from observed gravity values.
 LX2984
 LX2984;                    North         East    Units  Estimated Accuracy
 LX2984;SPC CT       -   268,060.      356,980.      MT  (+/- 180 meters Scaled)
 LX2984
 LX2984                          SUPERSEDED SURVEY CONTROL
 LX2984
 LX2984.No superseded survey control is available for this station.
 LX2984
 LX2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM388396(NAD 83)
 LX2984_MARKER: DD = SURVEY DISK
 LX2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2984_SP_SET: CONCRETE POST
 LX2984_STAMPING: 4980
 LX2984_MARK LOGO: CTGS  
 LX2984_PROJECTION: RECESSED 4 CENTIMETERS
 LX2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2984+STABILITY: SURFACE MOTION
 LX2984
 LX2984  HISTORY     - Date     Condition        Report By
 LX2984  HISTORY     - 1975     MONUMENTED       CTGS
 LX2984  HISTORY     - 1986     GOOD             NGS
 LX2984
 LX2984                          STATION DESCRIPTION
 LX2984
 LX2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2984'3.7 KM (2.3 MI) EAST FROM ASHFORD.
 LX2984'3.7 KM (2.3 MI) EAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN
 LX2984'ASHFORD TO THE MARK ON THE RIGHT.  IT IS 8.38 METERS (27.5 FT)
 LX2984'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.61 METERS (21.7 FT) EAST
 LX2984'OF UTILITY POLE NO. 1631 THAT SUPPORTS A SET OF TRAFFIC LIGHTS AND
 LX2984'5.18 METERS (17.0 FT) NORTHEAST OF THE EXTENDED CENTER OF NORTH ROAD.
 LX2984'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2978 ***********************************************************************
 LX2978  DESIGNATION -  4985
 LX2978  PID         -  LX2978
 LX2978  STATE/COUNTY-  CT/WINDHAM
 LX2978  USGS QUAD   -  SPRING HILL (1983)
 LX2978
 LX2978                         *CURRENT SURVEY CONTROL
 LX2978  ___________________________________________________________________
 LX2978* NAD 83(1986)-  41 51 23.     (N)    072 10 40.     (W)     SCALED    
 LX2978* NAVD 88     -       143.392  (meters)     470.45   (feet)  ADJUSTED  
 LX2978  ___________________________________________________________________
 LX2978  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2978  DYNAMIC HT  -         143.344 (meters)     470.29  (feet)  COMP
 LX2978  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX2978
 LX2978  VERT ORDER  -  FIRST     CLASS II
 LX2978
 LX2978.The horizontal coordinates were scaled from a topographic map and have
 LX2978.an estimated accuracy of +/- 6 seconds.
 LX2978
 LX2978.The orthometric height was determined by differential leveling
 LX2978.and adjusted by the National Geodetic Survey in June 1991..
 LX2978
 LX2978.The geoid height was determined by GEOID03.
 LX2978
 LX2978.The dynamic height is computed by dividing the NAVD 88
 LX2978.geopotential number by the normal gravity value computed on the
 LX2978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2978.degrees latitude (g = 980.6199 gals.).
 LX2978
 LX2978.The modeled gravity was interpolated from observed gravity values.
 LX2978
 LX2978;                    North         East    Units  Estimated Accuracy
 LX2978;SPC CT       -   266,180.      352,320.      MT  (+/- 180 meters Scaled)
 LX2978
 LX2978                          SUPERSEDED SURVEY CONTROL
 LX2978
 LX2978.No superseded survey control is available for this station.
 LX2978
 LX2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM342376(NAD 83)
 LX2978_MARKER: DD = SURVEY DISK
 LX2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2978_SP_SET: CONCRETE POST
 LX2978_STAMPING: 4985
 LX2978_MARK LOGO: CTGS  
 LX2978_PROJECTION: RECESSED 2 CENTIMETERS
 LX2978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2978+STABILITY: SURFACE MOTION
 LX2978
 LX2978  HISTORY     - Date     Condition        Report By
 LX2978  HISTORY     - 1975     MONUMENTED       CTGS
 LX2978  HISTORY     - 1986     GOOD             NGS
 LX2978  HISTORY     - 20031001 GOOD             INDIV
 LX2978
 LX2978                          STATION DESCRIPTION
 LX2978
 LX2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2978'IN WEST ASHFORD.
 LX2978'IN WEST ASHFORD AT THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY
 LX2978'74  IT IS 6.86 METERS (22.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2978'U.S. HIGHWAY, 23.32 METERS (76.5 FT) WEST OF THE WEST CORNER OF THE
 LX2978'A-1 SERVICE STATION AND 2.87 METERS (9.4 FT) NORTHEAST OF UTILITY POLE
 LX2978'NO. 885.
 LX2978'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2978
 LX2978                          STATION RECOVERY (2003)
 LX2978
 LX2978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2979 ***********************************************************************
 LX2979  DESIGNATION -  4986
 LX2979  PID         -  LX2979
 LX2979  STATE/COUNTY-  CT/WINDHAM
 LX2979  USGS QUAD   -  SPRING HILL (1983)
 LX2979
 LX2979                         *CURRENT SURVEY CONTROL
 LX2979  ___________________________________________________________________
 LX2979* NAD 83(1986)-  41 51 27.     (N)    072 10 29.     (W)     SCALED    
 LX2979* NAVD 88     -       153.814  (meters)     504.64   (feet)  ADJUSTED  
 LX2979  ___________________________________________________________________
 LX2979  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2979  DYNAMIC HT  -         153.762 (meters)     504.47  (feet)  COMP
 LX2979  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX2979
 LX2979  VERT ORDER  -  FIRST     CLASS II
 LX2979
 LX2979.The horizontal coordinates were scaled from a topographic map and have
 LX2979.an estimated accuracy of +/- 6 seconds.
 LX2979
 LX2979.The orthometric height was determined by differential leveling
 LX2979.and adjusted by the National Geodetic Survey in June 1991..
 LX2979
 LX2979.The geoid height was determined by GEOID03.
 LX2979
 LX2979.The dynamic height is computed by dividing the NAVD 88
 LX2979.geopotential number by the normal gravity value computed on the
 LX2979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2979.degrees latitude (g = 980.6199 gals.).
 LX2979
 LX2979.The modeled gravity was interpolated from observed gravity values.
 LX2979
 LX2979;                    North         East    Units  Estimated Accuracy
 LX2979;SPC CT       -   266,300.      352,570.      MT  (+/- 180 meters Scaled)
 LX2979
 LX2979                          SUPERSEDED SURVEY CONTROL
 LX2979
 LX2979.No superseded survey control is available for this station.
 LX2979
 LX2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM345378(NAD 83)
 LX2979_MARKER: DD = SURVEY DISK
 LX2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2979_SP_SET: CONCRETE POST
 LX2979_STAMPING: 4986
 LX2979_MARK LOGO: CTGS  
 LX2979_PROJECTION: FLUSH
 LX2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2979+STABILITY: SURFACE MOTION
 LX2979
 LX2979  HISTORY     - Date     Condition        Report By
 LX2979  HISTORY     - 1975     MONUMENTED       CTGS
 LX2979  HISTORY     - 1986     GOOD             NGS
 LX2979
 LX2979                          STATION DESCRIPTION
 LX2979
 LX2979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2979'0.4 KM (0.25 MI) EAST FROM WEST ASHFORD.
 LX2979'0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2979'HIGHWAY 74 IN WEST ASHFORD TO THE MARK ON THE RIGHT.  IT IS 11.43
 LX2979'METERS (37.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40.84
 LX2979'METERS (134.0 FT) SOUTHWEST OF UTILITY POLE NO. 2238 AND 3.84 METERS
 LX2979'(12.6 FT) NORTHWEST OF A BOX WIRE FENCE.
 LX2979'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 LX2979'THE MARK IS 4.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3099 ***********************************************************************
 LX3099  DESIGNATION -  4993
 LX3099  PID         -  LX3099
 LX3099  STATE/COUNTY-  CT/TOLLAND
 LX3099  USGS QUAD   -  MARLBOROUGH (1984)
 LX3099
 LX3099                         *CURRENT SURVEY CONTROL
 LX3099  ___________________________________________________________________
 LX3099* NAD 83(1996)-  41 38 49.     (N)    072 24 29.     (W)     SCALED    
 LX3099* NAVD 88     -       134.203  (meters)     440.30   (feet)  ADJUSTED  
 LX3099  ___________________________________________________________________
 LX3099  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3099  DYNAMIC HT  -         134.157 (meters)     440.15  (feet)  COMP
 LX3099  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LX3099
 LX3099  VERT ORDER  -  FIRST     CLASS II
 LX3099
 LX3099.The horizontal coordinates were scaled from a topographic map and have
 LX3099.an estimated accuracy of +/- 6 seconds.
 LX3099
 LX3099.The orthometric height was determined by differential leveling
 LX3099.and adjusted by the National Geodetic Survey in June 1991..
 LX3099
 LX3099.The geoid height was determined by GEOID03.
 LX3099
 LX3099.The dynamic height is computed by dividing the NAVD 88
 LX3099.geopotential number by the normal gravity value computed on the
 LX3099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3099.degrees latitude (g = 980.6199 gals.).
 LX3099
 LX3099.The modeled gravity was interpolated from observed gravity values.
 LX3099
 LX3099;                    North         East    Units  Estimated Accuracy
 LX3099;SPC CT       -   242,820.      333,290.      MT  (+/- 180 meters Scaled)
 LX3099
 LX3099                          SUPERSEDED SURVEY CONTROL
 LX3099
 LX3099  NGVD 29 (07/19/86)  133.6    (m)          438.     (f) VERT ANG       
 LX3099
 LX3099.Superseded values are not recommended for survey control.
 LX3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3099.See file dsdata.txt to determine how the superseded data were derived.
 LX3099
 LX3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM158138(NAD 83)
 LX3099_MARKER: DD = SURVEY DISK
 LX3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3099_SP_SET: CONCRETE POST
 LX3099_STAMPING: 4993
 LX3099_MARK LOGO: CTGS  
 LX3099_PROJECTION: PROJECTING 24 CENTIMETERS
 LX3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3099+STABILITY: SURFACE MOTION
 LX3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3099+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2002
 LX3099
 LX3099  HISTORY     - Date     Condition        Report By
 LX3099  HISTORY     - 1976     MONUMENTED       CTGS
 LX3099  HISTORY     - 1986     GOOD             NGS
 LX3099  HISTORY     - 20020103 GOOD             USPSQD
 LX3099
 LX3099                          STATION DESCRIPTION
 LX3099
 LX3099'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (RJ)
 LX3099'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF THE
 LX3099'CENTER OF COLCHESTER, 3 MILES EAST OF THE CENTER OF MARLBOROUGH,
 LX3099'2 MILES WEST OF THE CENTER OF HEBRON.
 LX3099'
 LX3099'TO REACH THE STATION FROM MARLBOROUGH AT THE INTERSECTION OF
 LX3099'CONNECTICUT ROUTE 2 AND CONNECTICUT ROUTE 66 (WILLIMANTIC
 LX3099'ROAD), GO EASTERLY ON CONNECTICUT ROUTE 66 FOR 2.30 MILES TO THE
 LX3099'MARLBOROUGH - HEBRON TOWN LINE.  CONTINUE EASTERLY ON CONNECTICUT
 LX3099'ROUTE 66 (MAIN STREET) FOR 0.65 MILE TO THE STATION ON THE
 LX3099'RIGHT (SOUTH).
 LX3099'
 LX3099'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3099'DISK, STAMPED 4993, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3099'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF
 LX3099'THE MONUMENT IS 10 INCHES ABOVE THE SURFACE OF THE GROUND
 LX3099'ON A 12 FOOT HIGH LEDGE.  IT IS 196.5 FEET EAST OF CONNECTICUT
 LX3099'LIGHT AND POWER POLE 1006, 89.5 FEET NORTHWEST OF THE
 LX3099'NORTHWEST CORNER OF A 1 STORY FRAME HOUSE ON THE SOUTH SIDE OF
 LX3099'CONNECTICUT ROUTE 66 (MAIN STREET), 48 FEET WEST OF THE CENTER
 LX3099'LINE OF A GRAVEL DRIVE, AND 27 FEET SOUTH OF THE CENTER LINE
 LX3099'OF CONNECTICUT ROUTE 66.
 LX3099'
 LX3099'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET IN
 LX3099'A CHISELED TRIANGLE IN A LEDGER OUTCROP.  IT IS 73.0 FEET NORTHWEST
 LX3099'OF THE NORTHWEST CORNER OF A 1 STORY FRAME HOUSE, 38.5 FEET WEST
 LX3099'OF THE CENTER LINE OF A GRAVEL DRIVE, AND 35 FEET SOUTH OF THE
 LX3099'CENTER LINE OF CONNECTICUT ROUTE 66.
 LX3099'
 LX3099'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3099'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A LEDGE
 LX3099'OUTCROP.  IT IS 64 FEET SOUTH OF THE CENTER LINE OF CONNECTICUT
 LX3099'ROUTE 66 AND 48 FEET WEST OF THE CENTER LINE OF A
 LX3099'GRAVEL DRIVE.
 LX3099'
 LX3099'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3099'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A 4 FOOT BY 3
 LX3099'FOOT BOULDER THAT PROTRUDES 1 FOOT ABOVE THE SURFACE OF THE
 LX3099'GROUND.  IT IS 74 FEET WEST OF THE CENTER LINE OF GRAVEL DRIVE AND
 LX3099'31 FEET SOUTH OF THE CENTER LINE OF CONNECTICUT ROUTE 66.
 LX3099'
 LX3099'1208 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3099'DISK, STAMPED 1208, SET IN THE TOP OF A 3 FOOT BY 3 FOOT BOULDER
 LX3099'THAT PROTRUDES 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 LX3099'
 LX3099'THE MARK IS 0.2 MILE WESTERLY OF THE STATION ALONG CONNECTICUT
 LX3099'ROUTE 66, 53.7 FEET WEST OF CONNECTICUT LIGHT AND POWER POLE
 LX3099'1009, 43 FEET EAST OF THE CENTER LINE OF A GRAVEL DRIVE, 25 FEET
 LX3099'SOUTH OF THE CENTER LINE OF CONNECTICUT ROUTE 66, AND 15 FEET
 LX3099'NORTHWEST OF A 24 INCH MAPLE TREE.
 LX3099'
 LX3099'4997 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3099'DISK, STAMPED 4997, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6
 LX3099'INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT IS
 LX3099'1 INCH BELOW THE SURFACE OF THE GROUND.  THE MARK IS 0.25 MILE
 LX3099'EASTERLY ALONG CONNECTICUT ROUTE 66, 242 FEET WEST OF THE
 LX3099'INTERSECTION OF STONE HOUSE ROAD AND CONNECTICUT ROUTE 66, 99.0
 LX3099'FEET WEST OF CONNECTICUT LIGHT AND POWER POLE 1001, 72 FEET
 LX3099'NORTHWEST OF THE CENTER LINE OF STONE HOUSE ROAD, AND 17 FEET
 LX3099'SOUTH OF THE CENTER LINE OF CONNECTICUT ROUTE 66.
 LX3099'
 LX3099'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LX3099
 LX3099                          STATION RECOVERY (1986)
 LX3099
 LX3099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3099'4.6 KM (2.85 MI) WEST FROM HEBRON.
 LX3099'4.6 KM (2.85 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3099'HEBRON TO THE MARK ON THE LEFT, ON TOP OF A 12 FOOT HIGH BANK, 8.2
 LX3099'METERS (27.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.1 METERS
 LX3099'(10.4 FT) NORTHEAST OF A 20-INCH OAK TREE, 1.8 METERS (6.0 FT) SOUTH
 LX3099'OF A CABLE AND TELEPHONE LINE.
 LX3099'THE MARK IS 0.42 METERS  NW FROM  A WITNESS POST
 LX3099'THE MARK IS 3.6 M ABOVE HIGHWAY.
 LX3099
 LX3099                          STATION RECOVERY (2002)
 LX3099
 LX3099'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LX3099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3100 ***********************************************************************
 LX3100  DESIGNATION -  4997
 LX3100  PID         -  LX3100
 LX3100  STATE/COUNTY-  CT/TOLLAND
 LX3100  USGS QUAD   -  MARLBOROUGH (1984)
 LX3100
 LX3100                         *CURRENT SURVEY CONTROL
 LX3100  ___________________________________________________________________
 LX3100* NAD 83(1986)-  41 38 49.     (N)    072 24 11.     (W)     SCALED    
 LX3100* NAVD 88     -       113.344  (meters)     371.86   (feet)  ADJUSTED  
 LX3100  ___________________________________________________________________
 LX3100  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3100  DYNAMIC HT  -         113.304 (meters)     371.73  (feet)  COMP
 LX3100  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX3100
 LX3100  VERT ORDER  -  FIRST     CLASS II
 LX3100
 LX3100.The horizontal coordinates were scaled from a topographic map and have
 LX3100.an estimated accuracy of +/- 6 seconds.
 LX3100
 LX3100.The orthometric height was determined by differential leveling
 LX3100.and adjusted by the National Geodetic Survey in June 1991..
 LX3100
 LX3100.The geoid height was determined by GEOID03.
 LX3100
 LX3100.The dynamic height is computed by dividing the NAVD 88
 LX3100.geopotential number by the normal gravity value computed on the
 LX3100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3100.degrees latitude (g = 980.6199 gals.).
 LX3100
 LX3100.The modeled gravity was interpolated from observed gravity values.
 LX3100
 LX3100;                    North         East    Units  Estimated Accuracy
 LX3100;SPC CT       -   242,820.      333,700.      MT  (+/- 180 meters Scaled)
 LX3100
 LX3100                          SUPERSEDED SURVEY CONTROL
 LX3100
 LX3100.No superseded survey control is available for this station.
 LX3100
 LX3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM162138(NAD 83)
 LX3100_MARKER: DD = SURVEY DISK
 LX3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3100_SP_SET: CONCRETE POST
 LX3100_STAMPING: 4997
 LX3100_MARK LOGO: CTGS  
 LX3100_PROJECTION: RECESSED 12 CENTIMETERS
 LX3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3100+STABILITY: SURFACE MOTION
 LX3100
 LX3100  HISTORY     - Date     Condition        Report By
 LX3100  HISTORY     - 1976     MONUMENTED       CTGS
 LX3100  HISTORY     - 1986     GOOD             NGS
 LX3100  HISTORY     - 20020103 GOOD             USPSQD
 LX3100
 LX3100                          STATION DESCRIPTION
 LX3100
 LX3100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3100'4.2 KM (2.6 MI) WEST FROM HEBRON.
 LX3100'4.2 KM (2.6 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3100'HEBRON TO THE MARK ON THE LEFT, 5.6 METERS (18.5 FT) SOUTH OF THE
 LX3100'CENTERLINE OF THE HIGHWAY, 40.2 METERS (132.0 FT) WEST OF THE CENTER
 LX3100'OF STONE HOUSE ROAD, 30.3 METERS (99.5 FT) WEST OF POWER POLE NUMBER
 LX3100'1001, 7.4 METERS (24.5 FT) NORTH OF BENCH MARK 108 W USGS DESCRIBED,
 LX3100'6.0 METERS (19.7 FT) EAST OF AN END GUARD POST.
 LX3100'THE MARK IS 0.36 METERS  NW FROM  A WITNESS POST
 LX3100'THE MARK IS 0.12 M BELOW HIGHWAY.
 LX3100
 LX3100                          STATION RECOVERY (2002)
 LX3100
 LX3100'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LX3100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2781 ***********************************************************************
 LX2781  DESIGNATION -  5
 LX2781  PID         -  LX2781
 LX2781  STATE/COUNTY-  CT/HARTFORD
 LX2781  USGS QUAD   -  NEW BRITAIN (1992)
 LX2781
 LX2781                         *CURRENT SURVEY CONTROL
 LX2781  ___________________________________________________________________
 LX2781* NAD 83(1986)-  41 42 39.     (N)    072 48 34.     (W)     SCALED    
 LX2781* NAVD 88     -       125.165  (meters)     410.65   (feet)  ADJUSTED  
 LX2781  ___________________________________________________________________
 LX2781  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX2781  DYNAMIC HT  -         125.127 (meters)     410.52  (feet)  COMP
 LX2781  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 LX2781
 LX2781  VERT ORDER  -  FIRST     CLASS II
 LX2781
 LX2781.The horizontal coordinates were scaled from a topographic map and have
 LX2781.an estimated accuracy of +/- 6 seconds.
 LX2781
 LX2781.The orthometric height was determined by differential leveling
 LX2781.and adjusted by the National Geodetic Survey in June 1991..
 LX2781
 LX2781.The geoid height was determined by GEOID03.
 LX2781
 LX2781.The dynamic height is computed by dividing the NAVD 88
 LX2781.geopotential number by the normal gravity value computed on the
 LX2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2781.degrees latitude (g = 980.6199 gals.).
 LX2781
 LX2781.The modeled gravity was interpolated from observed gravity values.
 LX2781
 LX2781;                    North         East    Units  Estimated Accuracy
 LX2781;SPC CT       -   249,860.      299,850.      MT  (+/- 180 meters Scaled)
 LX2781
 LX2781                          SUPERSEDED SURVEY CONTROL
 LX2781
 LX2781.No superseded survey control is available for this station.
 LX2781
 LX2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM822199(NAD 83)
 LX2781_MARKER: DD = SURVEY DISK
 LX2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2781_SP_SET: CONCRETE POST
 LX2781_STAMPING: 5
 LX2781_MARK LOGO: CTDT  
 LX2781_PROJECTION: RECESSED 30 CENTIMETERS
 LX2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2781+STABILITY: SURFACE MOTION
 LX2781
 LX2781  HISTORY     - Date     Condition        Report By
 LX2781  HISTORY     - UNK      MONUMENTED       CTDT
 LX2781  HISTORY     - 1985     GOOD             NGS
 LX2781
 LX2781                          STATION DESCRIPTION
 LX2781
 LX2781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2781'3.5 KM (2.15 MI) NE FROM FARMINGTON.
 LX2781'3.5 KM (2.15 MI) NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE OVERPASS OVER
 LX2781'STATE HIGHWAY 10 IN FARMINGTON, TO THE INTERSECTION OF MOUNTAIN ROAD
 LX2781'AND FIENEMANN ROAD TO THE MARK ON THE RIGHT, ON THE PROPERTY OF AN
 LX2781'ARCO SERVICE STATION, 12.19 METERS (40.0 FT) SOUTH-SOUTHEAST OF THE
 LX2781'CENTER LINE OF THE EASTBOUND LANE OF U.S. HIGHWAY 6, 30.17 METERS
 LX2781'(99.0 FT) SOUTHWEST OF THE BLACKTOP MEDIAN OF FIENEMANN ROAD, 3.14
 LX2781'METERS (10.3 FT) SOUTH-SOUTHEAST OF A CONCRETE BASE SUPPORTING A
 LX2781'SECURITY LIGHT.
 LX2781'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3335 ***********************************************************************
 LX3335  DESIGNATION -  5 N 5
 LX3335  PID         -  LX3335
 LX3335  STATE/COUNTY-  CT/NEW LONDON
 LX3335  USGS QUAD   -  MONTVILLE (1983)
 LX3335
 LX3335                         *CURRENT SURVEY CONTROL
 LX3335  ___________________________________________________________________
 LX3335* NAD 83(1986)-  41 24 18.     (N)    072 13 31.     (W)     SCALED    
 LX3335* NAVD 88     -        26.136  (meters)      85.75   (feet)  ADJUSTED  
 LX3335  ___________________________________________________________________
 LX3335  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX3335  DYNAMIC HT  -          26.127 (meters)      85.72  (feet)  COMP
 LX3335  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LX3335
 LX3335  VERT ORDER  -  FIRST     CLASS II
 LX3335
 LX3335.The horizontal coordinates were scaled from a topographic map and have
 LX3335.an estimated accuracy of +/- 6 seconds.
 LX3335
 LX3335.The orthometric height was determined by differential leveling
 LX3335.and adjusted by the National Geodetic Survey in June 1991..
 LX3335
 LX3335.The geoid height was determined by GEOID03.
 LX3335
 LX3335.The dynamic height is computed by dividing the NAVD 88
 LX3335.geopotential number by the normal gravity value computed on the
 LX3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3335.degrees latitude (g = 980.6199 gals.).
 LX3335
 LX3335.The modeled gravity was interpolated from observed gravity values.
 LX3335
 LX3335;                    North         East    Units  Estimated Accuracy
 LX3335;SPC CT       -   216,020.      348,680.      MT  (+/- 180 meters Scaled)
 LX3335
 LX3335                          SUPERSEDED SURVEY CONTROL
 LX3335
 LX3335.No superseded survey control is available for this station.
 LX3335
 LX3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL319874(NAD 83)
 LX3335_MARKER: DD = SURVEY DISK
 LX3335_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX3335_SP_SET: BRIDGE ABUTMENT
 LX3335_STAMPING: 5N5
 LX3335_MARK LOGO: CTGS  
 LX3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3335+STABILITY: SURFACE MOTION
 LX3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3335+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 LX3335
 LX3335  HISTORY     - Date     Condition        Report By
 LX3335  HISTORY     - 1938     MONUMENTED       CTGS
 LX3335  HISTORY     - 1986     GOOD             NGS
 LX3335  HISTORY     - 1989     GOOD             USPSQD
 LX3335  HISTORY     - 19900428 GOOD             USPSQD
 LX3335  HISTORY     - 19901115 GOOD             USPSQD
 LX3335  HISTORY     - 19991226 GOOD             USPSQD
 LX3335  HISTORY     - 20030430 GOOD             USPSQD
 LX3335  HISTORY     - 20060405 GOOD             USPSQD
 LX3335
 LX3335                          STATION DESCRIPTION
 LX3335
 LX3335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3335'3.0 KM (1.85 MI) SOUTH FROM CHESTERFIELD.
 LX3335'2.95 KM (1.85 MI) SOUTH ALONG STATE HIGHWAY 161 FROM THE JUNCTION OF
 LX3335'STATE HIGHWAY 85 IN CHESTERFIELD TO THE MARK ON THE RIGHT, IN TOP OF
 LX3335'THE WEST END OF THE SOUTH ABUTMENT OF HIGHWAY BRIDGE OVER CRANBERRY
 LX3335'MEADOW BROOK, 0.2 KM (0.10 MI) SOUTH OF THE JUNCTION OF WALNUT HILL
 LX3335'ROAD, 5.33 METERS (17.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX3335'HIGHWAY, 1.19 METERS (3.9 FT) NORTHWEST OF SIGN CRANBERRY MEADOW BROOK
 LX3335'AND 71.69 METERS (235.2 FT) NORTH-NORTHEAST OF BENCHMARK 3423 CTGS
 LX3335'WHICH IS DESCRIBED.
 LX3335'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3335
 LX3335                          STATION RECOVERY (1989)
 LX3335
 LX3335'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3335'RECOVERED IN GOOD CONDITION.
 LX3335
 LX3335                          STATION RECOVERY (1990)
 LX3335
 LX3335'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3335'RECOVERED IN GOOD CONDITION.
 LX3335
 LX3335                          STATION RECOVERY (1990)
 LX3335
 LX3335'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3335'RECOVERED IN GOOD CONDITION.
 LX3335
 LX3335                          STATION RECOVERY (1999)
 LX3335
 LX3335'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3335'RECOVERED IN GOOD CONDITION.
 LX3335
 LX3335                          STATION RECOVERY (2003)
 LX3335
 LX3335'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3335'RECOVERED IN GOOD CONDITION.
 LX3335
 LX3335                          STATION RECOVERY (2006)
 LX3335
 LX3335'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3356 ***********************************************************************
 LX3356  DESIGNATION -  5 N 8
 LX3356  PID         -  LX3356
 LX3356  STATE/COUNTY-  CT/NEW LONDON
 LX3356  USGS QUAD   -  HAMBURG (1984)
 LX3356
 LX3356                         *CURRENT SURVEY CONTROL
 LX3356  ___________________________________________________________________
 LX3356* NAD 83(1986)-  41 27 44.     (N)    072 17 21.     (W)     SCALED    
 LX3356* NAVD 88     -        64.863  (meters)     212.80   (feet)  ADJUSTED  
 LX3356  ___________________________________________________________________
 LX3356  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3356  DYNAMIC HT  -          64.840 (meters)     212.73  (feet)  COMP
 LX3356  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 LX3356
 LX3356  VERT ORDER  -  FIRST     CLASS II
 LX3356
 LX3356.The horizontal coordinates were scaled from a topographic map and have
 LX3356.an estimated accuracy of +/- 6 seconds.
 LX3356
 LX3356.The orthometric height was determined by differential leveling
 LX3356.and adjusted by the National Geodetic Survey in June 1991..
 LX3356
 LX3356.The geoid height was determined by GEOID03.
 LX3356
 LX3356.The dynamic height is computed by dividing the NAVD 88
 LX3356.geopotential number by the normal gravity value computed on the
 LX3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3356.degrees latitude (g = 980.6199 gals.).
 LX3356
 LX3356.The modeled gravity was interpolated from observed gravity values.
 LX3356
 LX3356;                    North         East    Units  Estimated Accuracy
 LX3356;SPC CT       -   222,350.      343,300.      MT  (+/- 180 meters Scaled)
 LX3356
 LX3356                          SUPERSEDED SURVEY CONTROL
 LX3356
 LX3356.No superseded survey control is available for this station.
 LX3356
 LX3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL263936(NAD 83)
 LX3356_MARKER: DD = SURVEY DISK
 LX3356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3356_SP_SET: HEADWALL
 LX3356_STAMPING: 5 N 8
 LX3356_MARK LOGO: CTGS  
 LX3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3356+STABILITY: SURFACE MOTION
 LX3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3356+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 LX3356
 LX3356  HISTORY     - Date     Condition        Report By
 LX3356  HISTORY     - 1938     MONUMENTED       CTGS
 LX3356  HISTORY     - 1986     GOOD             NGS
 LX3356  HISTORY     - 1989     GOOD             USPSQD
 LX3356  HISTORY     - 19900428 GOOD             USPSQD
 LX3356  HISTORY     - 20030602 GOOD             USPSQD
 LX3356
 LX3356                          STATION DESCRIPTION
 LX3356
 LX3356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3356'2.7 KM (1.7 MI) SW FROM SALEM FOUR CORNERS.
 LX3356'2.7 KM (1.7 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 LX3356'OF STATE HIGHWAY 85 IN SALEM FOUR CORNERS TO THE MARK ON THE RIGHT,
 LX3356'IN TOP OF THE EAST END OF THE NORTH HEADWALL OF A BOX CULVERT UNDER
 LX3356'THE HIGHWAY AND AT THE SOUTHWEST END OF MITCHELL POND.  NOTE--THE
 LX3356'HEADWALL HAS BEEN COVERED WITH ASPHALT.  4.57 METERS (15.0 FT) NORTH
 LX3356'OF THE CENTERLINE OF THE HIGHWAY, 0.06 METER (0.2 FT) SOUTH OF A STEEL
 LX3356'CABLE GUARDRAIL.
 LX3356'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3356
 LX3356                          STATION RECOVERY (1989)
 LX3356
 LX3356'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3356'RECOVERED IN GOOD CONDITION.
 LX3356
 LX3356                          STATION RECOVERY (1990)
 LX3356
 LX3356'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3356'RECOVERED IN GOOD CONDITION.
 LX3356
 LX3356                          STATION RECOVERY (2003)
 LX3356
 LX3356'RECOVERY NOTE BY US POWER SQUADRON 2003 (B)
 LX3356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -30.18  (meters)                     GEOID03
 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 GEOID03.
 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_SP_SET: 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 = OCTOBER  8, 2006
 LX0767 ***********************************************************************
 LX0767  DESIGNATION -  50 CU
 LX0767  PID         -  LX0767
 LX0767  STATE/COUNTY-  CT/LITCHFIELD
 LX0767  USGS QUAD   -  LITCHFIELD (1984)
 LX0767
 LX0767                         *CURRENT SURVEY CONTROL
 LX0767  ___________________________________________________________________
 LX0767* NAD 83(1986)-  41 43 23.     (N)    073 14 30.     (W)     SCALED    
 LX0767* NAVD 88     -       255.894  (meters)     839.55   (feet)  ADJUSTED  
 LX0767  ___________________________________________________________________
 LX0767  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX0767  DYNAMIC HT  -         255.809 (meters)     839.27  (feet)  COMP
 LX0767  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LX0767
 LX0767  VERT ORDER  -  FIRST     CLASS II
 LX0767
 LX0767.The horizontal coordinates were scaled from a topographic map and have
 LX0767.an estimated accuracy of +/- 6 seconds.
 LX0767
 LX0767.The orthometric height was determined by differential leveling
 LX0767.and adjusted by the National Geodetic Survey in June 1991..
 LX0767
 LX0767.The geoid height was determined by GEOID03.
 LX0767
 LX0767.The dynamic height is computed by dividing the NAVD 88
 LX0767.geopotential number by the normal gravity value computed on the
 LX0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0767.degrees latitude (g = 980.6199 gals.).
 LX0767
 LX0767.The modeled gravity was interpolated from observed gravity values.
 LX0767
 LX0767;                    North         East    Units  Estimated Accuracy
 LX0767;SPC CT       -   251,330.      263,890.      MT  (+/- 180 meters Scaled)
 LX0767
 LX0767                          SUPERSEDED SURVEY CONTROL
 LX0767
 LX0767.No superseded survey control is available for this station.
 LX0767
 LX0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM462205(NAD 83)
 LX0767_MARKER: DD = SURVEY DISK
 LX0767_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX0767_STAMPING: 50
 LX0767_MARK LOGO: CU    
 LX0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0767+STABILITY: POSITION/ELEVATION WELL
 LX0767
 LX0767  HISTORY     - Date     Condition        Report By
 LX0767  HISTORY     - UNK      MONUMENTED       CU
 LX0767  HISTORY     - 1932     GOOD             NGS
 LX0767  HISTORY     - 1934     GOOD             LOCSUR
 LX0767  HISTORY     - 1985     GOOD             NGS
 LX0767
 LX0767                          STATION DESCRIPTION
 LX0767
 LX0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932
 LX0767'AT BANTAM.
 LX0767'AT BANTAM, LITCHFIELD COUNTY, ON THE SOUTH SIDE OF THE HIGHWAY
 LX0767'LEADING TO WOODVILLE, NEAR THE FOOT OF THE HILL IN THE WEST
 LX0767'PORTION OF THE TOWN, IN THE NORTH FACE OF THE NORTHEAST CORNER
 LX0767'OF AN ABANDONED BRICK FACTORY BUILDING, ABOUT 1 1/2 FEET ABOVE
 LX0767'THE GROUND.  A CAMP COLUMBIA STANDARD DISK, STAMPED 50 AND SET
 LX0767'VERTICALLY.  NOTE-- 0.2 MI W OF THE INTERSECTION OF CONN RTS
 LX0767'25 AND 109, 1.2 FT ABOVE BASEMENT WINDOW SILL, 1.1 FT W OF THE
 LX0767'NE CORNER.
 LX0767
 LX0767                          STATION RECOVERY (1934)
 LX0767
 LX0767'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0767'RECOVERED IN GOOD CONDITION.
 LX0767
 LX0767                          STATION RECOVERY (1985)
 LX0767
 LX0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0767'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN BANTAM, AT
 LX0767'THE CONNECTICUT ELECTRIC AND SWITCH MANUFACTURING COOPERATION, AT THE
 LX0767'NORTHEAST CORNER SET VERTICALLY IN THE NORTH WALL, 0.30 METER (1.0 FT)
 LX0767'WEST OF THE NORTHEAST CORNER. NOTE--NO STAMPING COULD BE FOUND ON THE
 LX0767'DISK.
 LX0767'THE MARK IS 0.40 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2766 ***********************************************************************
 LX2766  DESIGNATION -  50 T OF F
 LX2766  PID         -  LX2766
 LX2766  STATE/COUNTY-  CT/HARTFORD
 LX2766  USGS QUAD   -  BRISTOL (1984)
 LX2766
 LX2766                         *CURRENT SURVEY CONTROL
 LX2766  ___________________________________________________________________
 LX2766* NAD 83(1986)-  41 44 22.     (N)    072 53 27.     (W)     SCALED    
 LX2766* NAVD 88     -       114.066  (meters)     374.23   (feet)  ADJUSTED  
 LX2766  ___________________________________________________________________
 LX2766  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2766  DYNAMIC HT  -         114.033 (meters)     374.12  (feet)  COMP
 LX2766  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 LX2766
 LX2766  VERT ORDER  -  FIRST     CLASS II
 LX2766
 LX2766.The horizontal coordinates were scaled from a topographic map and have
 LX2766.an estimated accuracy of +/- 6 seconds.
 LX2766
 LX2766.The orthometric height was determined by differential leveling
 LX2766.and adjusted by the National Geodetic Survey in June 1991..
 LX2766
 LX2766.The geoid height was determined by GEOID03.
 LX2766
 LX2766.The dynamic height is computed by dividing the NAVD 88
 LX2766.geopotential number by the normal gravity value computed on the
 LX2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2766.degrees latitude (g = 980.6199 gals.).
 LX2766
 LX2766.The modeled gravity was interpolated from observed gravity values.
 LX2766
 LX2766;                    North         East    Units  Estimated Accuracy
 LX2766;SPC CT       -   253,040.      293,090.      MT  (+/- 180 meters Scaled)
 LX2766
 LX2766                          SUPERSEDED SURVEY CONTROL
 LX2766
 LX2766.No superseded survey control is available for this station.
 LX2766
 LX2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM753229(NAD 83)
 LX2766_MARKER: DD = SURVEY DISK
 LX2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2766_SP_SET: CONCRETE POST
 LX2766_STAMPING: 50
 LX2766_MARK LOGO: CT0237
 LX2766_PROJECTION: RECESSED 5 CENTIMETERS
 LX2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2766+STABILITY: SURFACE MOTION
 LX2766
 LX2766  HISTORY     - Date     Condition        Report By
 LX2766  HISTORY     - 1966     MONUMENTED       CT0237
 LX2766  HISTORY     - 1985     GOOD             NGS
 LX2766
 LX2766                          STATION DESCRIPTION
 LX2766
 LX2766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2766'3.9 KM (2.4 MI) NORTH FROM FARMINGTON.
 LX2766'3.9 KM (2.4 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2766'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE RIGHT, 5.18 METERS
 LX2766'(17.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 18.53 METERS (60.8
 LX2766'FT) NORTH OF UTILITY POLE 1247, 17.86 METERS (58.6 FT) SOUTHWEST OF
 LX2766'THE NORTHWEST CORNER OF A FRAME HOUSE.  NOTE--MARK HAS BEEN STRUCK AND
 LX2766'IS LEANING SLIGHTLY TO THE EAST AND SHOULD BE USED WITH CAUTION.
 LX2766'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0755 ***********************************************************************
 LX0755  DESIGNATION -  50 W
 LX0755  PID         -  LX0755
 LX0755  STATE/COUNTY-  CT/NEW HAVEN
 LX0755  USGS QUAD   -  WATERBURY (1984)
 LX0755
 LX0755                         *CURRENT SURVEY CONTROL
 LX0755  ___________________________________________________________________
 LX0755* NAD 83(1986)-  41 33 25.     (N)    073 02 34.     (W)     SCALED    
 LX0755* NAVD 88     -        85.513  (meters)     280.55   (feet)  ADJUSTED  
 LX0755  ___________________________________________________________________
 LX0755  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX0755  DYNAMIC HT  -          85.487 (meters)     280.47  (feet)  COMP
 LX0755  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX0755
 LX0755  VERT ORDER  -  FIRST     CLASS II
 LX0755
 LX0755.The horizontal coordinates were scaled from a topographic map and have
 LX0755.an estimated accuracy of +/- 6 seconds.
 LX0755
 LX0755.The orthometric height was determined by differential leveling
 LX0755.and adjusted by the National Geodetic Survey in June 1991..
 LX0755
 LX0755.The geoid height was determined by GEOID03.
 LX0755
 LX0755.The dynamic height is computed by dividing the NAVD 88
 LX0755.geopotential number by the normal gravity value computed on the
 LX0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0755.degrees latitude (g = 980.6199 gals.).
 LX0755
 LX0755.The modeled gravity was interpolated from observed gravity values.
 LX0755
 LX0755;                    North         East    Units  Estimated Accuracy
 LX0755;SPC CT       -   232,810.      280,380.      MT  (+/- 180 meters Scaled)
 LX0755
 LX0755                          SUPERSEDED SURVEY CONTROL
 LX0755
 LX0755  NGVD 29 (??/??/92)   85.795  (m)          281.48   (f) ADJ UNCH    1 2
 LX0755
 LX0755.Superseded values are not recommended for survey control.
 LX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0755.See file dsdata.txt to determine how the superseded data were derived.
 LX0755
 LX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM632024(NAD 83)
 LX0755_MARKER: DB = BENCH MARK DISK
 LX0755_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0755_STAMPING: 50 W 1922
 LX0755_MARK LOGO: USGS  
 LX0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0755+STABILITY: SURFACE MOTION
 LX0755
 LX0755  HISTORY     - Date     Condition        Report By
 LX0755  HISTORY     - 1922     MONUMENTED       USGS
 LX0755  HISTORY     - 1935     GOOD             NGS
 LX0755  HISTORY     - 1967     GOOD             LOCSUR
 LX0755  HISTORY     - 1985     GOOD             NGS
 LX0755  HISTORY     - 19910428 GOOD             USPSQD
 LX0755
 LX0755                          STATION DESCRIPTION
 LX0755
 LX0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0755'AT WATERBURY.
 LX0755'AT WATERBURY, NEW HAVEN COUNTY, ON WEST MAIN STREET, AT THE WEST
 LX0755'END OF THE CITY SQUARE, AT THE SOLDIERS MONUMENT, AND IN THE
 LX0755'TOP OF THE SOUTHWEST CORNER OF THE BASE.  A UNITED STATES
 LX0755'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 50 W 1922.
 LX0755
 LX0755                          STATION RECOVERY (1967)
 LX0755
 LX0755'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967
 LX0755'RECOVERED IN GOOD CONDITION.
 LX0755
 LX0755                          STATION RECOVERY (1985)
 LX0755
 LX0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0755'RECOVERED IN GOOD CONDITION.
 LX0755
 LX0755                          STATION RECOVERY (1991)
 LX0755
 LX0755'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBB)
 LX0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3245 ***********************************************************************
 LX3245  DESIGNATION -  5002
 LX3245  PID         -  LX3245
 LX3245  STATE/COUNTY-  CT/NEW LONDON
 LX3245  USGS QUAD   -  COLCHESTER (1984)
 LX3245
 LX3245                         *CURRENT SURVEY CONTROL
 LX3245  ___________________________________________________________________
 LX3245* NAD 83(1996)-  41 34 54.     (N)    072 21 29.     (W)     SCALED    
 LX3245* NAVD 88     -        97.145  (meters)     318.72   (feet)  ADJUSTED  
 LX3245  ___________________________________________________________________
 LX3245  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX3245  DYNAMIC HT  -          97.111 (meters)     318.61  (feet)  COMP
 LX3245  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 LX3245
 LX3245  VERT ORDER  -  FIRST     CLASS II
 LX3245
 LX3245.The horizontal coordinates were scaled from a topographic map and have
 LX3245.an estimated accuracy of +/- 6 seconds.
 LX3245
 LX3245.The orthometric height was determined by differential leveling
 LX3245.and adjusted by the National Geodetic Survey in June 1991..
 LX3245
 LX3245.The geoid height was determined by GEOID03.
 LX3245
 LX3245.The dynamic height is computed by dividing the NAVD 88
 LX3245.geopotential number by the normal gravity value computed on the
 LX3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3245.degrees latitude (g = 980.6199 gals.).
 LX3245
 LX3245.The modeled gravity was interpolated from observed gravity values.
 LX3245
 LX3245;                    North         East    Units  Estimated Accuracy
 LX3245;SPC CT       -   235,580.      337,490.      MT  (+/- 180 meters Scaled)
 LX3245
 LX3245                          SUPERSEDED SURVEY CONTROL
 LX3245
 LX3245  NGVD 29 (07/19/86)   97.0    (m)          318.     (f) VERT ANG       
 LX3245
 LX3245.Superseded values are not recommended for survey control.
 LX3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3245.See file dsdata.txt to determine how the superseded data were derived.
 LX3245
 LX3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM202067(NAD 83)
 LX3245_MARKER: DD = SURVEY DISK
 LX3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3245_SP_SET: CONCRETE POST
 LX3245_STAMPING: 5002
 LX3245_MARK LOGO: CTGS  
 LX3245_PROJECTION: RECESSED 6 CENTIMETERS
 LX3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3245+STABILITY: SURFACE MOTION
 LX3245
 LX3245  HISTORY     - Date     Condition        Report By
 LX3245  HISTORY     - 1976     MONUMENTED       CTGS
 LX3245  HISTORY     - 1986     GOOD             NGS
 LX3245  HISTORY     - 19910103 GOOD             USPSQD
 LX3245
 LX3245                          STATION DESCRIPTION
 LX3245
 LX3245'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (RJ)
 LX3245'THE STATION IS LOCATED ABOUT 8-1/2 SOUTHWEST OF THE CENTER OF
 LX3245'LEBANON, 5-1/4 MILES SOUTH OF THE CENTER OF HEBRON, AND 1-1/2
 LX3245'MILES NORTHWEST OF THE CENTER OF COLCHESTER.
 LX3245'
 LX3245'TO REACH THE STATION FROM COLCHESTER AT THE INTERSECTION OF
 LX3245'CONNECTICUT ROUTE 149 (WESTCHESTER ROAD) AND CONNECTICUT ROUTE 2, GO
 LX3245'SOUTHEASTERLY ON CONNECTICUT ROUTE 2 FOR 1.6 MILES TO THE FIRST
 LX3245'EXIT ON THE RIGHT (EXIT 17), CONTINUE ON THE EXIT TO MILL HILL
 LX3245'ROAD.  GO LEFT AND PROCEED ON MILL HILL ROAD FOR 0.1 MILE TO
 LX3245'THE STATION ON THE RIGHT (SOUTHEAST).
 LX3245'
 LX3245'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX3245'STAMPED 5002, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6 INCHES
 LX3245'BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT IS 2
 LX3245'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 115 FEET NORTHEAST
 LX3245'OF THE CENTER LINE, OF THE MEDIAN, OF CONNECTICUT ROUTE 2, ON THE
 LX3245'MILL HILL ROAD OVERPASS OVER CONNECTICUT ROUTE 2, 21 FEET SOUTH OF
 LX3245'THE CENTER LINE OF MILL HILL ROAD, 8.2 FEET NORTHEAST OF THE
 LX3245'NORTHEAST END OF THE CONCRETE BRIDGE OVER CONNECTICUT ROUTE
 LX3245'2, AND 5.6 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3245'1046.
 LX3245'
 LX3245'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3245'IN A 1/4 DRILL HOLE IN A CHISELED TRIANGLE IN THE CONCRETE CURBING
 LX3245'OF THE MILL HILL ROAD CONCRETE BRIDGE PARAPET, THAT IS 1 FOOT ABOVE
 LX3245'THE CENTER LINE GRADE OF THE ROAD.  IT IS 97 FEET NORTHEAST
 LX3245'OF THE CENTER LINE, OF THE MEDIAN, OF CONNECTICUT ROUTE 2, ON THE
 LX3245'MILL HILL ROAD BRIDGE, 21 FEET SOUTHEAST OF THE CENTER LINE OF
 LX3245'MILL HILL ROAD, AND 19.9 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND
 LX3245'TELEPHONE POLE 1046.
 LX3245'
 LX3245'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3245'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE TOP OF THE
 LX3245'NORTHWEST END OF THE MILL HILL ROAD CONCRETE BRIDGE PARAPET.  IT IS
 LX3245'64.3 FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1046, 35
 LX3245'FEET SOUTHWEST OF THE CENTER LINE OF A CATCH BASIN, AND 22 FEET
 LX3245'NORTHWEST OF THE CENTER LINE OF MILL HILL ROAD.
 LX3245'
 LX3245'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET, IN
 LX3245'A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE TOP CENTER OF A
 LX3245'CONCRETE CATCH BASIN.  IT IS 45.1 FEET WEST OF SOUTHERN NEW ENGLAND
 LX3245'TELEPHONE POLE 1046, 35.0 FEET NORTHEAST OF THE NORTHWEST END OF
 LX3245'THE MILL HILL ROAD CONCRETE BRIDGE, AND 21 FEET NORTHWEST OF THE
 LX3245'CENTER LINE OF MILL HILL ROAD.
 LX3245'
 LX3245'5001 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3245'DISK, STAMPED 5001, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3245'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3245'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 0.45
 LX3245'MILE SOUTHEASTERLY OF THE STATION ALONG CONNECTICUT ROUTE 2, ON
 LX3245'THE NORTHEAST SIDE OF THE (WESTBOUND) LANE, 190 FEET NORTHWEST
 LX3245'OF THE LAST STEEL GUIDE RAIL POST ON THE NORTHEAST SIDE OF
 LX3245'CONNECTICUT ROUTE 2 (WESTBOUND), AND 26 FEET NORTHEAST OF
 LX3245'THE CENTER LINE OF CONNECTICUT ROUTE 2.
 LX3245'
 LX3245'B.L. B-2762 (DOT) (AZIMUTH MARK) IS A DEPARTMENT OF TRANSPORTATION
 LX3245'BASE LINE BRASS DISK, STAMPED B2762, SET IN THE TOP OF A REINFORCED
 LX3245'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF
 LX3245'THE MONUMENT IS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 LX3245'
 LX3245'TO REACH THE MARK FROM THE STATION, GO 0.03 MILE NORTHEASTERLY
 LX3245'ALONG MILL HILL ROAD TO OLD HARTFORD ROAD, TURN LEFT AND PROCEED
 LX3245'WESTERLY ON OLD HARTFORD ROAD FOR 0.20 MILE TO THE MARK ON THE
 LX3245'RIGHT, AT THE ENTRANCE RAMP TO CONNECTICUT ROUTE 2.
 LX3245'
 LX3245'THE MARK IS 136.5 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3245'POLE 985, 115 FEET SOUTHWEST OF THE CENTER LINE OF OLD HARTFORD
 LX3245'ROAD, AND 16 FEET NORTH OF THE CENTER LINE OF THE ENTRANCE RAMP
 LX3245'TO CONNECTICUT ROUTE 2.
 LX3245'
 LX3245'HEIGHT OF LIGHT ABOVE STATION MARK 0.23 METER.
 LX3245
 LX3245                          STATION RECOVERY (1986)
 LX3245
 LX3245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3245'2.7 KM (1.7 MI) SW FROM COLCHESTER.
 LX3245'2.6 KM (1.6 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3245'COLCHESTER, THENCE 0.16 KM (0.10 MI) SOUTH ALONG MILL HILL ROAD TO THE
 LX3245'MARK ON THE RIGHT, 6.40 (21.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 LX3245'2.50 METERS (8.2 FT) NORTHEAST OF THE NORTHEAST END OF THE BRIDGE
 LX3245'OVER STATE HIGHWAY 2, 1.71 METERS (5.6 FT) SOUTHWEST OF UTILITY POLE
 LX3245'NO. 1046.
 LX3245'THE MARK IS 0.24 M ABOVE ROAD.
 LX3245
 LX3245                          STATION RECOVERY (1991)
 LX3245
 LX3245'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2809 ***********************************************************************
 LX2809  DESIGNATION -  5012
 LX2809  PID         -  LX2809
 LX2809  STATE/COUNTY-  CT/MIDDLESEX
 LX2809  USGS QUAD   -  MIDDLETOWN (1992)
 LX2809
 LX2809                         *CURRENT SURVEY CONTROL
 LX2809  ___________________________________________________________________
 LX2809* NAD 83(1986)-  41 32 01.     (N)    072 37 46.     (W)     SCALED    
 LX2809* NAVD 88     -        25.494  (meters)      83.64   (feet)  ADJUSTED  
 LX2809  ___________________________________________________________________
 LX2809  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2809  DYNAMIC HT  -          25.486 (meters)      83.62  (feet)  COMP
 LX2809  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 LX2809
 LX2809  VERT ORDER  -  FIRST     CLASS II
 LX2809
 LX2809.The horizontal coordinates were scaled from a topographic map and have
 LX2809.an estimated accuracy of +/- 6 seconds.
 LX2809
 LX2809.The orthometric height was determined by differential leveling
 LX2809.and adjusted by the National Geodetic Survey in June 1991..
 LX2809
 LX2809.The geoid height was determined by GEOID03.
 LX2809
 LX2809.The dynamic height is computed by dividing the NAVD 88
 LX2809.geopotential number by the normal gravity value computed on the
 LX2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2809.degrees latitude (g = 980.6199 gals.).
 LX2809
 LX2809.The modeled gravity was interpolated from observed gravity values.
 LX2809
 LX2809;                    North         East    Units  Estimated Accuracy
 LX2809;SPC CT       -   230,180.      314,860.      MT  (+/- 180 meters Scaled)
 LX2809
 LX2809                          SUPERSEDED SURVEY CONTROL
 LX2809
 LX2809.No superseded survey control is available for this station.
 LX2809
 LX2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM977007(NAD 83)
 LX2809_MARKER: DD = SURVEY DISK
 LX2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2809_SP_SET: CONCRETE POST
 LX2809_STAMPING: 5012
 LX2809_MARK LOGO: CTGS  
 LX2809_PROJECTION: RECESSED 10 CENTIMETERS
 LX2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2809+STABILITY: SURFACE MOTION
 LX2809
 LX2809  HISTORY     - Date     Condition        Report By
 LX2809  HISTORY     - 1976     MONUMENTED       CTGS
 LX2809  HISTORY     - 1985     GOOD             NGS
 LX2809  HISTORY     - 19970531 GOOD             USPSQD
 LX2809
 LX2809                          STATION DESCRIPTION
 LX2809
 LX2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2809'1.0 KM (0.65 MI) SOUTH FROM MIDDLETOWN.
 LX2809'1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 155 FROM THE OVERPASS OF
 LX2809'STATE HIGHWAY 9 IN MIDDLETOWN TO THE MARK ON THE RIGHT, 6.10 METERS
 LX2809'(20.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 20.73 METERS (68.0
 LX2809'FT) EAST OF THE CENTERLINE OF LEE STREET, 8.81 METERS (28.9 FT) EAST
 LX2809'OF UTILITY POLE 1361, 6.13 METERS (20.1 FT) SOUTHWEST OF A CTDT
 LX2809'BOUNDARY MARKER.
 LX2809'THE MARK IS 0.3 M ABOVE HIGHWAY.
 LX2809
 LX2809                          STATION RECOVERY (1997)
 LX2809
 LX2809'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6168 ***********************************************************************
 LX6168  DESIGNATION -  5014
 LX6168  PID         -  LX6168
 LX6168  STATE/COUNTY-  CT/MIDDLESEX
 LX6168  USGS QUAD   -  HADDAM (1971)
 LX6168
 LX6168                         *CURRENT SURVEY CONTROL
 LX6168  ___________________________________________________________________
 LX6168* NAD 83(1996)-  41 29 57.     (N)    072 34 32.     (W)     SCALED    
 LX6168* NAVD 88     -        67.46   (+/-2cm)     221.3    (feet)  VERTCON   
 LX6168  ___________________________________________________________________
 LX6168  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6168
 LX6168  VERT ORDER  -  THIRD ? (See Below)
 LX6168
 LX6168.The horizontal coordinates were scaled from a topographic map and have
 LX6168.an estimated accuracy of +/- 6 seconds.
 LX6168
 LX6168.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6168.The vertical order pertains to the NGVD 29 superseded value.
 LX6168
 LX6168.The geoid height was determined by GEOID03.
 LX6168
 LX6168;                    North         East    Units  Estimated Accuracy
 LX6168;SPC CT       -   226,360.      319,370.      MT  (+/- 180 meters Scaled)
 LX6168
 LX6168                          SUPERSEDED SURVEY CONTROL
 LX6168
 LX6168  NGVD 29 (07/19/86)   67.76   (m)          222.3    (f) LEVELING    3  
 LX6168
 LX6168.Superseded values are not recommended for survey control.
 LX6168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6168.See file dsdata.txt to determine how the superseded data were derived.
 LX6168
 LX6168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL023970(NAD 83)
 LX6168_MARKER: Z = SEE DESCRIPTION
 LX6168_SETTING: 0 = UNSPECIFIED SETTING
 LX6168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6168
 LX6168  HISTORY     - Date     Condition        Report By
 LX6168  HISTORY     - 1976     MONUMENTED       CTGS
 LX6168
 LX6168                          STATION DESCRIPTION
 LX6168
 LX6168'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (TB)
 LX6168'5014 (CGS) IS A CONNECTICUT GEODETIC SURVEY BRASS DISC,
 LX6168'STAMPED 5014.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48
 LX6168'INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 2 INCHES
 LX6168'BELOW THE GROUND.  IT IS ABOUT 0.2 MILE NORTHERLY ALONG
 LX6168'CONNECTICUT ROUTE 9, 0.8 MILE SOUTH OF THE HADDAM-MIDDLETOWN
 LX6168'TOWN LINE, 113.6 FEET WEST OF THE NORTHBOUND LANE CENTERLINE,
 LX6168'AND 46.2 FEET EAST OF THE SOUTHBOUND LANE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3411 ***********************************************************************
 LX3411  DESIGNATION -  502
 LX3411  PID         -  LX3411
 LX3411  STATE/COUNTY-  CT/NEW LONDON
 LX3411  USGS QUAD   -  UNCASVILLE (1984)
 LX3411
 LX3411                         *CURRENT SURVEY CONTROL
 LX3411  ___________________________________________________________________
 LX3411* NAD 83(1986)-  41 24 21.     (N)    072 06 34.     (W)     SCALED    
 LX3411* NAVD 88     -        27.883  (meters)      91.48   (feet)  ADJUSTED  
 LX3411  ___________________________________________________________________
 LX3411  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX3411  DYNAMIC HT  -          27.873 (meters)      91.45  (feet)  COMP
 LX3411  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LX3411
 LX3411  VERT ORDER  -  FIRST     CLASS II
 LX3411
 LX3411.The horizontal coordinates were scaled from a topographic map and have
 LX3411.an estimated accuracy of +/- 6 seconds.
 LX3411
 LX3411.The orthometric height was determined by differential leveling
 LX3411.and adjusted by the National Geodetic Survey in June 1991..
 LX3411
 LX3411.The geoid height was determined by GEOID03.
 LX3411
 LX3411.The dynamic height is computed by dividing the NAVD 88
 LX3411.geopotential number by the normal gravity value computed on the
 LX3411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3411.degrees latitude (g = 980.6199 gals.).
 LX3411
 LX3411.The modeled gravity was interpolated from observed gravity values.
 LX3411
 LX3411;                    North         East    Units  Estimated Accuracy
 LX3411;SPC CT       -   216,180.      358,360.      MT  (+/- 180 meters Scaled)
 LX3411
 LX3411                          SUPERSEDED SURVEY CONTROL
 LX3411
 LX3411.No superseded survey control is available for this station.
 LX3411
 LX3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL416878(NAD 83)
 LX3411_MARKER: DD = SURVEY DISK
 LX3411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3411_SP_SET: CONCRETE POST
 LX3411_STAMPING: 502
 LX3411_MARK LOGO: CTGS  
 LX3411_PROJECTION: RECESSED 5 CENTIMETERS
 LX3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3411+STABILITY: SURFACE MOTION
 LX3411
 LX3411  HISTORY     - Date     Condition        Report By
 LX3411  HISTORY     - 1934     MONUMENTED       CTGS
 LX3411  HISTORY     - 1986     GOOD             NGS
 LX3411  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 LX3411
 LX3411                          STATION DESCRIPTION
 LX3411
 LX3411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3411'0.3 KM (0.2 MI) NE FROM QUAKER HILL.
 LX3411'0.3 KM (0.2 MI) NORTHEAST ALONG OLD NORWICH ROAD FROM THE POST OFFICE
 LX3411'IN QUAKER HILL TO THE MARK ON THE RIGHT IN THE FRONT LAWN OF A 2 1/2
 LX3411'STORY STONE HOUSE NO. 1794.  IT IS 45.11 METERS (148.0 FT) SOUTHEAST
 LX3411'OF THE CENTERLINE OF OLD NORWICH ROAD, 6.40 METERS (21.0 FT)
 LX3411'NORTH-NORTHEAST OF A STONE WALL AND 5.58 METERS (18.3 FT) SOUTHWEST OF
 LX3411'THE SOUTHWEST CORNER OF HOUSE.
 LX3411'THE MARK IS 0.61 M ABOVE OLD NORWICH ROAD.
 LX3411
 LX3411                          STATION RECOVERY (2002)
 LX3411
 LX3411'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX3411'STATION MAY STILL EXIST.  AREA WAS REGRADED DURING SEWER LINE
 LX3411'INSTALLATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0217 ***********************************************************************
 LX0217  DESIGNATION -  504
 LX0217  PID         -  LX0217
 LX0217  STATE/COUNTY-  CT/NEW LONDON
 LX0217  USGS QUAD   -  UNCASVILLE (1984)
 LX0217
 LX0217                         *CURRENT SURVEY CONTROL
 LX0217  ___________________________________________________________________
 LX0217* NAD 83(1986)-  41 26 04.     (N)    072 06 34.     (W)     SCALED    
 LX0217* NAVD 88     -        24.253  (meters)      79.57   (feet)  ADJUSTED  
 LX0217  ___________________________________________________________________
 LX0217  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX0217  DYNAMIC HT  -          24.244 (meters)      79.54  (feet)  COMP
 LX0217  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX0217
 LX0217  VERT ORDER  -  SECOND    CLASS 0
 LX0217
 LX0217.The horizontal coordinates were scaled from a topographic map and have
 LX0217.an estimated accuracy of +/- 6 seconds.
 LX0217
 LX0217.The orthometric height was determined by differential leveling
 LX0217.and adjusted by the National Geodetic Survey in June 1991..
 LX0217
 LX0217.The geoid height was determined by GEOID03.
 LX0217
 LX0217.The dynamic height is computed by dividing the NAVD 88
 LX0217.geopotential number by the normal gravity value computed on the
 LX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0217.degrees latitude (g = 980.6199 gals.).
 LX0217
 LX0217.The modeled gravity was interpolated from observed gravity values.
 LX0217
 LX0217;                    North         East    Units  Estimated Accuracy
 LX0217;SPC CT       -   219,360.      358,340.      MT  (+/- 180 meters Scaled)
 LX0217
 LX0217                          SUPERSEDED SURVEY CONTROL
 LX0217
 LX0217  NGVD 29 (??/??/92)   24.544  (m)           80.52   (f) ADJ UNCH    2 0
 LX0217
 LX0217.Superseded values are not recommended for survey control.
 LX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0217.See file dsdata.txt to determine how the superseded data were derived.
 LX0217
 LX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL415910(NAD 83)
 LX0217_MARKER: DD = SURVEY DISK
 LX0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0217_STAMPING: 504
 LX0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0217+STABILITY: SURFACE MOTION
 LX0217
 LX0217  HISTORY     - Date     Condition        Report By
 LX0217  HISTORY     - UNK      MONUMENTED       CTGS
 LX0217  HISTORY     - 1935     GOOD             NGS
 LX0217  HISTORY     - 1989     GOOD             USPSQD
 LX0217  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 LX0217
 LX0217                          STATION DESCRIPTION
 LX0217
 LX0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0217'AT UNCASVILLE.
 LX0217'AT UNCASVILLE, NEW LONDON COUNTY, 500 FEET SOUTH OF A CROSSROADS
 LX0217'AT THE POST OFFICE, 500 FEET EAST OF THE SCHOOL, IN THE LAWN OF
 LX0217'THE TWO-STORY FRAME HOUSE OF WALTER W. BROOKS, 10 FEET NORTH
 LX0217'OF THE WALK LEADING TO THE ENTRANCE, 35 FEET EAST OF THE
 LX0217'CENTERLINE OF STATE HIGHWAY 32, ABOUT LEVEL WITH THE HIGHWAY, AND
 LX0217'SET IN THE TOP OF A CONCRETE POST.
 LX0217
 LX0217                          STATION RECOVERY (1989)
 LX0217
 LX0217'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0217'RECOVERED IN GOOD CONDITION.
 LX0217
 LX0217                          STATION RECOVERY (2002)
 LX0217
 LX0217'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX0217'LOCATION DESCRIBED HAS BEEN PAVED.  STATION MAY EXIST UNDER PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3404 ***********************************************************************
 LX3404  DESIGNATION -  505
 LX3404  PID         -  LX3404
 LX3404  STATE/COUNTY-  CT/NEW LONDON
 LX3404  USGS QUAD   -  UNCASVILLE (1984)
 LX3404
 LX3404                         *CURRENT SURVEY CONTROL
 LX3404  ___________________________________________________________________
 LX3404* NAD 83(1986)-  41 27 16.     (N)    072 06 21.     (W)     SCALED    
 LX3404* NAVD 88     -        21.679  (meters)      71.13   (feet)  ADJUSTED  
 LX3404  ___________________________________________________________________
 LX3404  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX3404  DYNAMIC HT  -          21.671 (meters)      71.10  (feet)  COMP
 LX3404  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LX3404
 LX3404  VERT ORDER  -  FIRST     CLASS II
 LX3404
 LX3404.The horizontal coordinates were scaled from a topographic map and have
 LX3404.an estimated accuracy of +/- 6 seconds.
 LX3404
 LX3404.The orthometric height was determined by differential leveling
 LX3404.and adjusted by the National Geodetic Survey in June 1991..
 LX3404
 LX3404.The geoid height was determined by GEOID03.
 LX3404
 LX3404.The dynamic height is computed by dividing the NAVD 88
 LX3404.geopotential number by the normal gravity value computed on the
 LX3404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3404.degrees latitude (g = 980.6199 gals.).
 LX3404
 LX3404.The modeled gravity was interpolated from observed gravity values.
 LX3404
 LX3404;                    North         East    Units  Estimated Accuracy
 LX3404;SPC CT       -   221,580.      358,620.      MT  (+/- 180 meters Scaled)
 LX3404
 LX3404                          SUPERSEDED SURVEY CONTROL
 LX3404
 LX3404.No superseded survey control is available for this station.
 LX3404
 LX3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL417932(NAD 83)
 LX3404_MARKER: DD = SURVEY DISK
 LX3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3404_SP_SET: CONCRETE POST
 LX3404_STAMPING: 505
 LX3404_MARK LOGO: CTGS  
 LX3404_PROJECTION: RECESSED 30 CENTIMETERS
 LX3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3404+STABILITY: SURFACE MOTION
 LX3404
 LX3404  HISTORY     - Date     Condition        Report By
 LX3404  HISTORY     - 1936     MONUMENTED       CTGS
 LX3404  HISTORY     - 1986     GOOD             NGS
 LX3404  HISTORY     - 1989     GOOD             USPSQD
 LX3404  HISTORY     - 19900428 GOOD             USPSQD
 LX3404
 LX3404                          STATION DESCRIPTION
 LX3404
 LX3404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3404'3.1 KM (1.95 MI) SOUTH FROM MONTVILLE.
 LX3404'3.1 KM (1.95 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE STATE HIGHWAY
 LX3404'2A OVERPASS IN MONTVILLE TO THE MARK ON THE LEFT AT THE JUNCTION OF
 LX3404'RAYMOND HILL ROAD.  IT IS 7.68 METERS (25.2 FT) SOUTHEAST OF THE
 LX3404'CENTERLINE OF THE HIGHWAY, 16.46 METERS (54.0 FT) SOUTHWEST OF THE
 LX3404'NORTHWEST CORNER OF A ONE-STORY FRAME HOUSE NO. 1083, 10.82 METERS
 LX3404'(35.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY FRAME HOUSE
 LX3404'NO. 1081 AND 0.79 METER (2.6 FT) SOUTH-SOUTHWEST OF POWER LINE BRACE
 LX3404'POLE NO. 28213 WITH TWO GUY WIRES.
 LX3404'THE MARK IS 0.30 M BELOW HIGHWAY.
 LX3404
 LX3404                          STATION RECOVERY (1989)
 LX3404
 LX3404'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3404'RECOVERED IN GOOD CONDITION.
 LX3404
 LX3404                          STATION RECOVERY (1990)
 LX3404
 LX3404'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2879 ***********************************************************************
 LX2879  DESIGNATION -  5075
 LX2879  PID         -  LX2879
 LX2879  STATE/COUNTY-  CT/NEW HAVEN
 LX2879  USGS QUAD   -  CLINTON (1984)
 LX2879
 LX2879                         *CURRENT SURVEY CONTROL
 LX2879  ___________________________________________________________________
 LX2879* NAD 83(1996)-  41 16 31.     (N)    072 32 51.     (W)     SCALED    
 LX2879* NAVD 88     -         3.714  (meters)      12.19   (feet)  ADJUSTED  
 LX2879  ___________________________________________________________________
 LX2879  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX2879  DYNAMIC HT  -           3.713 (meters)      12.18  (feet)  COMP
 LX2879  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX2879
 LX2879  VERT ORDER  -  SECOND    CLASS II
 LX2879
 LX2879.The horizontal coordinates were scaled from a topographic map and have
 LX2879.an estimated accuracy of +/- 6 seconds.
 LX2879
 LX2879.The orthometric height was determined by differential leveling
 LX2879.and adjusted by the National Geodetic Survey in June 1991..
 LX2879
 LX2879.The geoid height was determined by GEOID03.
 LX2879
 LX2879.The dynamic height is computed by dividing the NAVD 88
 LX2879.geopotential number by the normal gravity value computed on the
 LX2879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2879.degrees latitude (g = 980.6199 gals.).
 LX2879
 LX2879.The modeled gravity was interpolated from observed gravity values.
 LX2879
 LX2879;                    North         East    Units  Estimated Accuracy
 LX2879;SPC CT       -   201,500.      321,770.      MT  (+/- 180 meters Scaled)
 LX2879
 LX2879                          SUPERSEDED SURVEY CONTROL
 LX2879
 LX2879  NGVD 29 (02/23/89)    4.04   (m)           13.3    (f) LEVELING    3  
 LX2879
 LX2879.Superseded values are not recommended for survey control.
 LX2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2879.See file dsdata.txt to determine how the superseded data were derived.
 LX2879
 LX2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL054722(NAD 83)
 LX2879_MARKER: DD = SURVEY DISK
 LX2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2879_SP_SET: CONCRETE POST
 LX2879_STAMPING: 5075
 LX2879_MARK LOGO: CTGS  
 LX2879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2879+STABILITY: SURFACE MOTION
 LX2879
 LX2879  HISTORY     - Date     Condition        Report By
 LX2879  HISTORY     - 1976     MONUMENTED       CTGS
 LX2879  HISTORY     - 1985     GOOD             NGS
 LX2879  HISTORY     - 1985     GOOD             NGS
 LX2879  HISTORY     - 19910317 GOOD             USPSQD
 LX2879
 LX2879                          STATION DESCRIPTION
 LX2879
 LX2879'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (TB)
 LX2879'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF KELSEY
 LX2879'POINT, 2 MILES NORTH OF HAMMONASSET POINT, AND 1-1/2 MILES
 LX2879'NORTHEAST OF WEBSTER POINT.
 LX2879'
 LX2879'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTE
 LX2879'U.S. 1 (BOSTON POST ROAD) AND THE HAMMONASSET CONNECTOR IN
 LX2879'MADISON, GO EASTERLY ON CONNECTICUT ROUTE U.S. 1 FOR 0.8 MILE
 LX2879'TO THE STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 LX2879'
 LX2879'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX2879'DISC, STAMPED 5075.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH
 LX2879'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET
 LX2879'3 INCHES BELOW THE GROUND.  IT IS ABOUT 424 FEET WEST OF THE
 LX2879'HAMMONASSET RIVER, 48.5 FEET EAST OF THE NORTHWEST CORNER OF A
 LX2879'1 STORY FRAME ICE HOUSE, AND 21.0 FEET SOUTH OF THE
 LX2879'CENTERLINE OF THE ROAD.
 LX2879'
 LX2879'REFERENCE MARK 1 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX2879'1/4 INCH DRILL HOLE, IN THE NORTHWEST CORNER OF A CATCH
 LX2879'BASIN.  IT IS 33.5 FEET WEST OF CONNECTICUT LIGHT AND POWER
 LX2879'POLE 2873, AND 21.8 FEET NORTH OF THE CENTERLINE OF CONNECTICUT
 LX2879'ROUTE U.S. 1.
 LX2879'
 LX2879'REFERENCE MARK 2 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX2879'1/4 INCH DRILL HOLE, IN THE SOUTHWEST CORNER OF A CATCH BASIN.  IT
 LX2879'IS 24.9 FEET WEST OF CONNECTICUT LIGHT AND POWER POLE 2873S AND
 LX2879'20.2 FEET SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE U.S. 1.
 LX2879'
 LX2879'REFERENCE MARK 3 IS A DRILL HOLE IN A C.H.D. BOUNDARY DISC,
 LX2879'THE TOP IS SET 2 INCHES ABOVE THE GROUND.  IT IS 30.1 FEET
 LX2879'SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE U.S. 1 AND 16.7
 LX2879'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1 STORY FRAME HOUSE.
 LX2879'
 LX2879'REFERENCE POINT 1 (A PT.) IS A DRILL HOLE IN THE TOP OF A
 LX2879'3/4 INCH SQUARE STEEL PIN.  THE TOP IS SET 1 INCH BELOW
 LX2879'THE GROUND.  IT IS 27.7 FEET NORTHEAST OF THE NORTHEAST
 LX2879'CORNER OF A 1 STORY ICE HOUSE AND 23.8 FEET SOUTH OF THE
 LX2879'CENTERLINE OF CONNECTICUT ROUTE U.S. 1.
 LX2879'
 LX2879'5076 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX2879'BRASS DISC, STAMPED 5076.  IT IS SET IN THE TOP OF A 4 FOOT
 LX2879'BY 8 FOOT LEDGE OUTCROP PROJECTING 1.5 FEET ABOVE
 LX2879'THE GROUND.  IT IS ABOUT 0.2 MILE EASTERLY ALONG CONNECTICUT
 LX2879'ROUTE U.S. 1, 74.3 FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX2879'POLE 108, 72.0 FEET WEST OF THE CENTERLINE OF WILLIAMS
 LX2879'STREET, AND 33.5 FEET NORTH OF THE CENTERLINE OF
 LX2879'CONNECTICUT ROUTE U.S 1.
 LX2879'
 LX2879'5077 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX2879'BRASS DISC, STAMPED 5077.  IT IS SET IN THE TOP OF A 6 INCH
 LX2879'BY 6 INCH BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP
 LX2879'IS SET 2 INCHES BELOW THE GROUND.  IT IS ABOUT 0.2 MILE
 LX2879'WESTERLY ALONG CONNECTICUT ROUTE U.S. 1, 165.5 FEET WEST OF
 LX2879'THE CENTER OF AN ISLAND FORMED BY THE ROAD TO THE GRISWOLD
 LX2879'AIRPORT, 47.4 FEET SOUTH OF CONNECTICUT LIGHT AND POWER POLE
 LX2879'630, AND 25.0 FEET SOUTH OF THE CENTERLINE OF CONNECTICUT
 LX2879'ROUTE U.S. 1.
 LX2879'
 LX2879'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LX2879
 LX2879                          STATION RECOVERY (1985)
 LX2879
 LX2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX2879'THE STATION WAS RECOVERED AT THIS DATE.
 LX2879'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX2879'CONDITION. REFERENCE MARK 3 WAS NOT RECOVERED. THE DIRECTION AND
 LX2879'DISTANCES BETWEEN REFERENCE MARKS 1 AND 2 AGREE WITH THE 1976 DATA.
 LX2879'THE 1976 DESCRIPTION WAS ADEQUATE EXCEPT FOR THE LOCATION AND THE
 LX2879'TO REACH.
 LX2879'
 LX2879'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI)
 LX2879'EAST OF MADISON, 1.9 KM (1.2 MI) NORTH OF HAMMONASSET POINT, 1.6 KM
 LX2879'(1.0 MI) SOUTHWEST OF CLINTON AND 130 METERS (425 FT) SOUTHWEST OF
 LX2879'THE HAMMONASSET RIVER.
 LX2879'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX2879'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, WOLCOTT
 LX2879'HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2879'
 LX2879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (BOSTON
 LX2879'POST ROAD) AND THE HAMMONASSET STATE PARK CONNECTOR IN MADISON, GO
 LX2879'EASTERLY ON HIGHWAY 1 FOR 1.3 KM (0.8 MI) TO A BRIDGE AND THE
 LX2879'STATION ON THE RIGHT, SOUTH SIDE OF THE ROAD.
 LX2879'
 LX2879'AN EDM TIE WAS MADE TO STATION B 193 CHD.
 LX2879'
 LX2879'DESCRIBED BY D. W. SMITH.
 LX2879
 LX2879                          STATION RECOVERY (1985)
 LX2879
 LX2879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2879'1.6 KM (1.0 MI) SW FROM CLINTON.
 LX2879'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) EAST OF MADISON, 1.9 KM
 LX2879'(1.2 MI) NORTH OF HAMMONASSET POINT, 1.6 KM (1.0 MI) SOUTHWEST OF
 LX2879'CLINTON AND 130 METERS (425 FT) SOUTHWEST OF THE HAMMONASSET RIVER.
 LX2879'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 (BOSTON POST
 LX2879'ROAD) AND THE HAMMONASSET STATE PARK CONNECTOR IN MADISON, GO EASTERLY
 LX2879'ON HIGHWAY 1 FOR 1.3 KM (0.8 MI) TO A BRIDGE AND THE STATION ON THE
 LX2879'RIGHT, SOUTH SIDE OF THE ROAD.
 LX2879
 LX2879                          STATION RECOVERY (1991)
 LX2879
 LX2879'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2827 ***********************************************************************
 LX2827  DESIGNATION -  5099
 LX2827  PID         -  LX2827
 LX2827  STATE/COUNTY-  CT/NEW HAVEN
 LX2827  USGS QUAD   -  DURHAM (1984)
 LX2827
 LX2827                         *CURRENT SURVEY CONTROL
 LX2827  ___________________________________________________________________
 LX2827* NAD 83(1986)-  41 25 05.     (N)    072 39 19.     (W)     SCALED    
 LX2827* NAVD 88     -        91.219  (meters)     299.27   (feet)  ADJUSTED  
 LX2827  ___________________________________________________________________
 LX2827  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX2827  DYNAMIC HT  -          91.188 (meters)     299.17  (feet)  COMP
 LX2827  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 LX2827
 LX2827  VERT ORDER  -  FIRST     CLASS II
 LX2827
 LX2827.The horizontal coordinates were scaled from a topographic map and have
 LX2827.an estimated accuracy of +/- 6 seconds.
 LX2827
 LX2827.The orthometric height was determined by differential leveling
 LX2827.and adjusted by the National Geodetic Survey in June 1991..
 LX2827
 LX2827.The geoid height was determined by GEOID03.
 LX2827
 LX2827.The dynamic height is computed by dividing the NAVD 88
 LX2827.geopotential number by the normal gravity value computed on the
 LX2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2827.degrees latitude (g = 980.6199 gals.).
 LX2827
 LX2827.The modeled gravity was interpolated from observed gravity values.
 LX2827
 LX2827;                    North         East    Units  Estimated Accuracy
 LX2827;SPC CT       -   217,340.      312,720.      MT  (+/- 180 meters Scaled)
 LX2827
 LX2827                          SUPERSEDED SURVEY CONTROL
 LX2827
 LX2827.No superseded survey control is available for this station.
 LX2827
 LX2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL959878(NAD 83)
 LX2827_MARKER: DD = SURVEY DISK
 LX2827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2827_SP_SET: CONCRETE POST
 LX2827_STAMPING: 5099
 LX2827_MARK LOGO: CTGS  
 LX2827_PROJECTION: RECESSED 2 CENTIMETERS
 LX2827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2827+STABILITY: SURFACE MOTION
 LX2827
 LX2827  HISTORY     - Date     Condition        Report By
 LX2827  HISTORY     - 1976     MONUMENTED       CTGS
 LX2827  HISTORY     - 1985     GOOD             NGS
 LX2827
 LX2827                          STATION DESCRIPTION
 LX2827
 LX2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2827'7.7 KM (4.8 MI) SOUTH FROM DURHAM.
 LX2827'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2827'STATE HIGHWAY 68 IN DURHAM, THENCE 6.4 KM (3.95 MI) SOUTH ALONG STATE
 LX2827'HIGHWAY 79 TO THE MARK ON THE RIGHT, NEAR THE SOUTH CORNER OF THE
 LX2827'PROPERTY OF HOUSE NUMBER 2199, 7.16 METERS (23.5 FT) NORTHWEST OF THE
 LX2827'CENTERLINE OF THE HIGHWAY, 18.07 METERS (59.3 FT) EAST OF A 46-CM
 LX2827'(18-INCH) HICKORY TREE WITH A RAILROAD SPIKE DRIVEN IN IT, 2.71 METERS
 LX2827'(8.9 FT) SOUTHEAST OF UTILITY POLE 3409.
 LX2827'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3454 ***********************************************************************
 LX3454  DESIGNATION -  51
 LX3454  PID         -  LX3454
 LX3454  STATE/COUNTY-  CT/NEW LONDON
 LX3454  USGS QUAD   -  NIANTIC (1983)
 LX3454
 LX3454                         *CURRENT SURVEY CONTROL
 LX3454  ___________________________________________________________________
 LX3454* NAD 83(1986)-  41 21 42.     (N)    072 14 14.     (W)     SCALED    
 LX3454* NAVD 88     -        30.192  (meters)      99.05   (feet)  ADJUSTED  
 LX3454  ___________________________________________________________________
 LX3454  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3454  DYNAMIC HT  -          30.181 (meters)      99.02  (feet)  COMP
 LX3454  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX3454
 LX3454  VERT ORDER  -  FIRST     CLASS II
 LX3454
 LX3454.The horizontal coordinates were scaled from a topographic map and have
 LX3454.an estimated accuracy of +/- 6 seconds.
 LX3454
 LX3454.The orthometric height was determined by differential leveling
 LX3454.and adjusted by the National Geodetic Survey in June 1991..
 LX3454
 LX3454.The geoid height was determined by GEOID03.
 LX3454
 LX3454.The dynamic height is computed by dividing the NAVD 88
 LX3454.geopotential number by the normal gravity value computed on the
 LX3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3454.degrees latitude (g = 980.6199 gals.).
 LX3454
 LX3454.The modeled gravity was interpolated from observed gravity values.
 LX3454
 LX3454;                    North         East    Units  Estimated Accuracy
 LX3454;SPC CT       -   211,200.      347,710.      MT  (+/- 180 meters Scaled)
 LX3454
 LX3454                          SUPERSEDED SURVEY CONTROL
 LX3454
 LX3454.No superseded survey control is available for this station.
 LX3454
 LX3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL310825(NAD 83)
 LX3454_MARKER: DD = SURVEY DISK
 LX3454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3454_SP_SET: CONCRETE POST
 LX3454_STAMPING: 51
 LX3454_PROJECTION: RECESSED 9 CENTIMETERS
 LX3454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3454+STABILITY: SURFACE MOTION
 LX3454
 LX3454  HISTORY     - Date     Condition        Report By
 LX3454  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3454  HISTORY     - 1986     GOOD             NGS
 LX3454  HISTORY     - 1989     GOOD             USPSQD
 LX3454  HISTORY     - 19900414 POOR             USPSQD
 LX3454  HISTORY     - 19901206 GOOD             USPSQD
 LX3454  HISTORY     - 2000     MARK NOT FOUND   USPSQD
 LX3454  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LX3454
 LX3454                          STATION DESCRIPTION
 LX3454
 LX3454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3454'2.7 KM (1.65 MI) WEST FROM FLANDERS.
 LX3454'2.7 KM (1.65 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3454'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT ABOUT IN LINE WITH THE
 LX3454'SOUTHWEST SIDE OF A DRIVEWAY LEADING TO THE EAST LYME VETERINARY
 LX3454'HOSPITAL.  IT IS 4.7 METERS (15.6 FT) SOUTHEAST OF THE CENTERLINE OF
 LX3454'U.S. HIGHWAY 1, 18.0 METERS (59.2 FT) WEST OF GUYED POLE NO. 1054S,
 LX3454'3.6 METERS (12.0 FT) SOUTHWEST OF THE CENTER OF A FIELD ROAD AND 2.0
 LX3454'METERS (6.6 FT) NORTHEAST OF AN END GUARD POST.
 LX3454'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 LX3454'THE MARK IS 0.09 M BELOW U.S. HIGHWAY 1.
 LX3454
 LX3454                          STATION RECOVERY (1989)
 LX3454
 LX3454'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3454'RECOVERED IN GOOD CONDITION.
 LX3454
 LX3454                          STATION RECOVERY (1990)
 LX3454
 LX3454'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3454'MARK RECOVERED IN POOR CONDITION.
 LX3454
 LX3454                          STATION RECOVERY (1990)
 LX3454
 LX3454'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3454'RECOVERED IN GOOD CONDITION.
 LX3454
 LX3454                          STATION RECOVERY (2000)
 LX3454
 LX3454'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX3454'MARK NOT FOUND.
 LX3454
 LX3454                          STATION RECOVERY (2001)
 LX3454
 LX3454'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3454'VETERNARY HOSPITAL NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2680 ***********************************************************************
 LX2680  DESIGNATION -  51 T OF TORRINGTON
 LX2680  PID         -  LX2680
 LX2680  STATE/COUNTY-  CT/LITCHFIELD
 LX2680  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2680
 LX2680                         *CURRENT SURVEY CONTROL
 LX2680  ___________________________________________________________________
 LX2680* NAD 83(1986)-  41 49 09.     (N)    073 08 57.     (W)     SCALED    
 LX2680* NAVD 88     -       216.456  (meters)     710.16   (feet)  ADJUSTED  
 LX2680  ___________________________________________________________________
 LX2680  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2680  DYNAMIC HT  -         216.384 (meters)     709.92  (feet)  COMP
 LX2680  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LX2680
 LX2680  VERT ORDER  -  FIRST     CLASS II
 LX2680
 LX2680.The horizontal coordinates were scaled from a topographic map and have
 LX2680.an estimated accuracy of +/- 6 seconds.
 LX2680
 LX2680.The orthometric height was determined by differential leveling
 LX2680.and adjusted by the National Geodetic Survey in June 1991..
 LX2680
 LX2680.The geoid height was determined by GEOID03.
 LX2680
 LX2680.The dynamic height is computed by dividing the NAVD 88
 LX2680.geopotential number by the normal gravity value computed on the
 LX2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2680.degrees latitude (g = 980.6199 gals.).
 LX2680
 LX2680.The modeled gravity was interpolated from observed gravity values.
 LX2680
 LX2680;                    North         East    Units  Estimated Accuracy
 LX2680;SPC CT       -   261,960.      271,640.      MT  (+/- 180 meters Scaled)
 LX2680
 LX2680                          SUPERSEDED SURVEY CONTROL
 LX2680
 LX2680.No superseded survey control is available for this station.
 LX2680
 LX2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM537313(NAD 83)
 LX2680_MARKER: DD = SURVEY DISK
 LX2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2680_SP_SET: CONCRETE POST
 LX2680_STAMPING: 51
 LX2680_MARK LOGO: CTGS  
 LX2680_PROJECTION: FLUSH
 LX2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2680+STABILITY: SURFACE MOTION
 LX2680
 LX2680  HISTORY     - Date     Condition        Report By
 LX2680  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2680  HISTORY     - 1985     GOOD             NGS
 LX2680
 LX2680                          STATION DESCRIPTION
 LX2680
 LX2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2680'2.5 KM (1.55 MI) WEST FROM TORRINGTON.
 LX2680'2.5 KM (1.55 MI) WEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF MAIN
 LX2680'STREET IN TORRINGTON TO THE MARK ON THE RIGHT, 12.49 METERS (41.0 FT)
 LX2680'NORTH OF THE CENTER LINE OF THE HIGHWAY, 16.45 METERS (54.0 FT)
 LX2680'EAST-SOUTHEAST OF POWER POLE NUMBER 76, 6.10 METERS (20.0 FT)
 LX2680'NORTHWEST OF THE WEST END OF A WOODEN POST AND CABLE GUARD RAIL.
 LX2680'THE MARK IS 1.21 METERS  W FROM  A WITNESS POST
 LX2680'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0741 ***********************************************************************
 LX0741  DESIGNATION -  51 W
 LX0741  PID         -  LX0741
 LX0741  STATE/COUNTY-  CT/NEW HAVEN
 LX0741  USGS QUAD   -  WATERBURY (1984)
 LX0741
 LX0741                         *CURRENT SURVEY CONTROL
 LX0741  ___________________________________________________________________
 LX0741* NAD 83(1986)-  41 35 16.     (N)    073 03 02.     (W)     SCALED    
 LX0741* NAVD 88     -        88.651  (meters)     290.85   (feet)  ADJUSTED  
 LX0741  ___________________________________________________________________
 LX0741  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0741  DYNAMIC HT  -          88.623 (meters)     290.76  (feet)  COMP
 LX0741  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 LX0741
 LX0741  VERT ORDER  -  SECOND    CLASS 0
 LX0741
 LX0741.The horizontal coordinates were scaled from a topographic map and have
 LX0741.an estimated accuracy of +/- 6 seconds.
 LX0741
 LX0741.The orthometric height was determined by differential leveling
 LX0741.and adjusted by the National Geodetic Survey in June 1991..
 LX0741
 LX0741.The geoid height was determined by GEOID03.
 LX0741
 LX0741.The dynamic height is computed by dividing the NAVD 88
 LX0741.geopotential number by the normal gravity value computed on the
 LX0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0741.degrees latitude (g = 980.6199 gals.).
 LX0741
 LX0741.The modeled gravity was interpolated from observed gravity values.
 LX0741
 LX0741;                    North         East    Units  Estimated Accuracy
 LX0741;SPC CT       -   236,230.      279,740.      MT  (+/- 180 meters Scaled)
 LX0741
 LX0741                          SUPERSEDED SURVEY CONTROL
 LX0741
 LX0741  NGVD 29 (??/??/92)   88.94   (m)          291.8    (f) COMPUTED    2 0
 LX0741
 LX0741.Superseded values are not recommended for survey control.
 LX0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0741.See file dsdata.txt to determine how the superseded data were derived.
 LX0741
 LX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM624058(NAD 83)
 LX0741_MARKER: DD = SURVEY DISK
 LX0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0741_SP_SET: BRIDGE
 LX0741_STAMPING: 51 W 1922 22
 LX0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0741
 LX0741  HISTORY     - Date     Condition        Report By
 LX0741  HISTORY     - 1922     MONUMENTED       USGS
 LX0741  HISTORY     - 1935     GOOD             NGS
 LX0741  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0741
 LX0741                          STATION DESCRIPTION
 LX0741
 LX0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0741'IN WATERVILLE.
 LX0741'AT WATERVILLE, NEW HAVEN COUNTY, ON STATE HIGHWAY 8, 90 FEET
 LX0741'SOUTH OF THE FIRE DEPARTMENT ENGINE HOUSE 9, AT A 60-FOOT SPAN
 LX0741'BRIDGE OVER HANCOCK BROOK, IN THE TOP OF THE WEST RAILING, 2
 LX0741'FEET SOUTH OF THE SOUTH END, 22 FEET WEST OF THE CENTERLINE OF
 LX0741'THE HIGHWAY, AND 3 FEET HIGHER THAN THE SIDEWALK.
 LX0741
 LX0741                          STATION RECOVERY (1985)
 LX0741
 LX0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0741'NOT RECOVERED, THE BRIDGE IS UNDER CONSTRUCTION AT THIS TIME AND THE
 LX0741'WEST RAILING IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2826 ***********************************************************************
 LX2826  DESIGNATION -  5100
 LX2826  PID         -  LX2826
 LX2826  STATE/COUNTY-  CT/NEW HAVEN
 LX2826  USGS QUAD   -  DURHAM (1984)
 LX2826
 LX2826                         *CURRENT SURVEY CONTROL
 LX2826  ___________________________________________________________________
 LX2826* NAD 83(1986)-  41 25 21.     (N)    072 39 08.     (W)     SCALED    
 LX2826* NAVD 88     -        90.393  (meters)     296.56   (feet)  ADJUSTED  
 LX2826  ___________________________________________________________________
 LX2826  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX2826  DYNAMIC HT  -          90.363 (meters)     296.47  (feet)  COMP
 LX2826  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2826
 LX2826  VERT ORDER  -  FIRST     CLASS II
 LX2826
 LX2826.The horizontal coordinates were scaled from a topographic map and have
 LX2826.an estimated accuracy of +/- 6 seconds.
 LX2826
 LX2826.The orthometric height was determined by differential leveling
 LX2826.and adjusted by the National Geodetic Survey in June 1991..
 LX2826
 LX2826.The geoid height was determined by GEOID03.
 LX2826
 LX2826.The dynamic height is computed by dividing the NAVD 88
 LX2826.geopotential number by the normal gravity value computed on the
 LX2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2826.degrees latitude (g = 980.6199 gals.).
 LX2826
 LX2826.The modeled gravity was interpolated from observed gravity values.
 LX2826
 LX2826;                    North         East    Units  Estimated Accuracy
 LX2826;SPC CT       -   217,840.      312,970.      MT  (+/- 180 meters Scaled)
 LX2826
 LX2826                          SUPERSEDED SURVEY CONTROL
 LX2826
 LX2826.No superseded survey control is available for this station.
 LX2826
 LX2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL961883(NAD 83)
 LX2826_MARKER: DD = SURVEY DISK
 LX2826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2826_SP_SET: CONCRETE POST
 LX2826_STAMPING: 5100
 LX2826_MARK LOGO: CTGS  
 LX2826_PROJECTION: RECESSED 4 CENTIMETERS
 LX2826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2826+STABILITY: SURFACE MOTION
 LX2826
 LX2826  HISTORY     - Date     Condition        Report By
 LX2826  HISTORY     - 1976     MONUMENTED       CTGS
 LX2826  HISTORY     - 1985     GOOD             NGS
 LX2826  HISTORY     - 19910413 GOOD             USPSQD
 LX2826
 LX2826                          STATION DESCRIPTION
 LX2826
 LX2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2826'7.2 KM (4.45 MI) SOUTH FROM DURHAM.
 LX2826'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2826'STATE HIGHWAY 68 IN DURHAM, THENCE 5.8 KM (3.6 MI) SOUTH ALONG STATE
 LX2826'HIGHWAY 79 TO THE MARK ON THE LEFT, 5.79 METERS (19.0 FT) SOUTHEAST OF
 LX2826'THE CENTERLINE OF THE HIGHWAY, 18.41 METERS (60.4 FT) NORTH OF UTILITY
 LX2826'POLE 1123, 9.45 METERS (31.0 FT) NORTHWEST OF A NORTHEAST-SOUTHWEST
 LX2826'FENCE LINE.
 LX2826'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2826
 LX2826                          STATION RECOVERY (1991)
 LX2826
 LX2826'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2828 ***********************************************************************
 LX2828  DESIGNATION -  5101
 LX2828  PID         -  LX2828
 LX2828  STATE/COUNTY-  CT/NEW HAVEN
 LX2828  USGS QUAD   -  DURHAM (1984)
 LX2828
 LX2828                         *CURRENT SURVEY CONTROL
 LX2828  ___________________________________________________________________
 LX2828* NAD 83(1986)-  41 24 48.     (N)    072 39 27.     (W)     SCALED    
 LX2828* NAVD 88     -        93.551  (meters)     306.93   (feet)  ADJUSTED  
 LX2828  ___________________________________________________________________
 LX2828  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX2828  DYNAMIC HT  -          93.520 (meters)     306.82  (feet)  COMP
 LX2828  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX2828
 LX2828  VERT ORDER  -  FIRST     CLASS II
 LX2828
 LX2828.The horizontal coordinates were scaled from a topographic map and have
 LX2828.an estimated accuracy of +/- 6 seconds.
 LX2828
 LX2828.The orthometric height was determined by differential leveling
 LX2828.and adjusted by the National Geodetic Survey in June 1991..
 LX2828
 LX2828.The geoid height was determined by GEOID03.
 LX2828
 LX2828.The dynamic height is computed by dividing the NAVD 88
 LX2828.geopotential number by the normal gravity value computed on the
 LX2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2828.degrees latitude (g = 980.6199 gals.).
 LX2828
 LX2828.The modeled gravity was interpolated from observed gravity values.
 LX2828
 LX2828;                    North         East    Units  Estimated Accuracy
 LX2828;SPC CT       -   216,820.      312,530.      MT  (+/- 180 meters Scaled)
 LX2828
 LX2828                          SUPERSEDED SURVEY CONTROL
 LX2828
 LX2828.No superseded survey control is available for this station.
 LX2828
 LX2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL957872(NAD 83)
 LX2828_MARKER: DD = SURVEY DISK
 LX2828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2828_SP_SET: CONCRETE POST
 LX2828_STAMPING: 5101
 LX2828_MARK LOGO: CTGS  
 LX2828_PROJECTION: RECESSED 10 CENTIMETERS
 LX2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2828+STABILITY: SURFACE MOTION
 LX2828
 LX2828  HISTORY     - Date     Condition        Report By
 LX2828  HISTORY     - 1976     MONUMENTED       CTGS
 LX2828  HISTORY     - 1985     GOOD             NGS
 LX2828
 LX2828                          STATION DESCRIPTION
 LX2828
 LX2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2828'8.3 KM (5.15 MI) SOUTH FROM DURHAM.
 LX2828'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2828'STATE HIGHWAY 68 IN DURHAM, THENCE 6.9 KM (4.3 MI) SOUTH ALONG STATE
 LX2828'HIGHWAY 79 TO THE MARK ON THE RIGHT, ALSO 6.4 KM (3.95 MI) NORTH ALONG
 LX2828'STATE HIGHWAY 79 FROM THE JUNCTION OF STATE HIGHWAY 80 IN NORTH
 LX2828'MADISON, 7.92 METERS (26.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2828'4.27 METERS (14.0 FT) NORTHEAST OF THE CENTER OF A DIM GRAVEL ROAD,
 LX2828'22.65 METERS (74.3 FT) WEST AND ACROSS THE HIGHWAY FROM UTILITY POLE
 LX2828'1836, 1.71 METERS (5.6 FT) SOUTH OF A 46-CM (18-INCH) HICKORY TREE.
 LX2828'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2819 ***********************************************************************
 LX2819  DESIGNATION -  5102
 LX2819  PID         -  LX2819
 LX2819  STATE/COUNTY-  CT/MIDDLESEX
 LX2819  USGS QUAD   -  DURHAM (1984)
 LX2819
 LX2819                         *CURRENT SURVEY CONTROL
 LX2819  ___________________________________________________________________
 LX2819* NAD 83(1986)-  41 28 13.     (N)    072 40 49.     (W)     SCALED    
 LX2819* NAVD 88     -        70.602  (meters)     231.63   (feet)  ADJUSTED  
 LX2819  ___________________________________________________________________
 LX2819  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2819  DYNAMIC HT  -          70.579 (meters)     231.56  (feet)  COMP
 LX2819  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 LX2819
 LX2819  VERT ORDER  -  FIRST     CLASS II
 LX2819
 LX2819.The horizontal coordinates were scaled from a topographic map and have
 LX2819.an estimated accuracy of +/- 6 seconds.
 LX2819
 LX2819.The orthometric height was determined by differential leveling
 LX2819.and adjusted by the National Geodetic Survey in June 1991..
 LX2819
 LX2819.The geoid height was determined by GEOID03.
 LX2819
 LX2819.The dynamic height is computed by dividing the NAVD 88
 LX2819.geopotential number by the normal gravity value computed on the
 LX2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2819.degrees latitude (g = 980.6199 gals.).
 LX2819
 LX2819.The modeled gravity was interpolated from observed gravity values.
 LX2819
 LX2819;                    North         East    Units  Estimated Accuracy
 LX2819;SPC CT       -   223,140.      310,630.      MT  (+/- 180 meters Scaled)
 LX2819
 LX2819                          SUPERSEDED SURVEY CONTROL
 LX2819
 LX2819.No superseded survey control is available for this station.
 LX2819
 LX2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL937935(NAD 83)
 LX2819_MARKER: DD = SURVEY DISK
 LX2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2819_SP_SET: CONCRETE POST
 LX2819_STAMPING: 5102
 LX2819_MARK LOGO: CTGS  
 LX2819_PROJECTION: RECESSED 5 CENTIMETERS
 LX2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2819+STABILITY: SURFACE MOTION
 LX2819
 LX2819  HISTORY     - Date     Condition        Report By
 LX2819  HISTORY     - 1976     MONUMENTED       CTGS
 LX2819  HISTORY     - 1985     GOOD             NGS
 LX2819  HISTORY     - 19970531 GOOD             USPSQD
 LX2819
 LX2819                          STATION DESCRIPTION
 LX2819
 LX2819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2819'0.9 KM (0.55 MI) SOUTH FROM DURHAM.
 LX2819'0.9 KM (0.55 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2819'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE RIGHT, 8.53 METERS (28.0
 LX2819'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.80 METERS (58.4 FT)
 LX2819'NORTHEAST OF THE FLAG POLE NEXT TO A MEMORIAL MONUMENT, 15.64 METERS
 LX2819'(51.3 FT) SOUTH OF UTILITY POLE 798, 7.53 METERS (24.7 FT) NORTH OF A
 LX2819'CONCRETE POST WITH A PLAQUE COMMEMORATING THE ROUTE OF GEORGE
 LX2819'WASHINGTON.
 LX2819'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2819
 LX2819                          STATION RECOVERY (1997)
 LX2819
 LX2819'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2818 ***********************************************************************
 LX2818  DESIGNATION -  5104
 LX2818  PID         -  LX2818
 LX2818  STATE/COUNTY-  CT/MIDDLESEX
 LX2818  USGS QUAD   -  DURHAM (1984)
 LX2818
 LX2818                         *CURRENT SURVEY CONTROL
 LX2818  ___________________________________________________________________
 LX2818* NAD 83(1986)-  41 28 22.     (N)    072 40 50.     (W)     SCALED    
 LX2818* NAVD 88     -        64.998  (meters)     213.25   (feet)  ADJUSTED  
 LX2818  ___________________________________________________________________
 LX2818  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2818  DYNAMIC HT  -          64.976 (meters)     213.18  (feet)  COMP
 LX2818  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 LX2818
 LX2818  VERT ORDER  -  FIRST     CLASS II
 LX2818
 LX2818.The horizontal coordinates were scaled from a topographic map and have
 LX2818.an estimated accuracy of +/- 6 seconds.
 LX2818
 LX2818.The orthometric height was determined by differential leveling
 LX2818.and adjusted by the National Geodetic Survey in June 1991..
 LX2818
 LX2818.The geoid height was determined by GEOID03.
 LX2818
 LX2818.The dynamic height is computed by dividing the NAVD 88
 LX2818.geopotential number by the normal gravity value computed on the
 LX2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2818.degrees latitude (g = 980.6199 gals.).
 LX2818
 LX2818.The modeled gravity was interpolated from observed gravity values.
 LX2818
 LX2818;                    North         East    Units  Estimated Accuracy
 LX2818;SPC CT       -   223,420.      310,600.      MT  (+/- 180 meters Scaled)
 LX2818
 LX2818                          SUPERSEDED SURVEY CONTROL
 LX2818
 LX2818.No superseded survey control is available for this station.
 LX2818
 LX2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL936938(NAD 83)
 LX2818_MARKER: DD = SURVEY DISK
 LX2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2818_SP_SET: CONCRETE POST
 LX2818_STAMPING: 5104
 LX2818_MARK LOGO: CTGS  
 LX2818_PROJECTION: RECESSED 4 CENTIMETERS
 LX2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2818+STABILITY: SURFACE MOTION
 LX2818
 LX2818  HISTORY     - Date     Condition        Report By
 LX2818  HISTORY     - 1976     MONUMENTED       CTGS
 LX2818  HISTORY     - 1985     GOOD             NGS
 LX2818
 LX2818                          STATION DESCRIPTION
 LX2818
 LX2818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2818'0.6 KM (0.4 MI) SOUTH FROM DURHAM.
 LX2818'0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2818'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE RIGHT, ALONG A DRIVEWAY
 LX2818'TO HOUSE NUMBER 61-63, 7.32 METERS (24.0 FT) WEST OF THE CENTERLINE OF
 LX2818'THE HIGHWAY, 16.03 METERS (52.6 FT) SOUTHEAST OF THE NORTHEAST CORNER
 LX2818'OF THE FRONT PORCH OF THE HOUSE, 3.72 METERS (12.2 FT) SOUTHWEST OF
 LX2818'UTILITY POLE 791, 2.74 METERS (9.0 FT) NORTHEAST OF THE CENTER OF THE
 LX2818'DRIVEWAY TO THE HOUSE.
 LX2818'THE MARK IS 1.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3092 ***********************************************************************
 LX3092  DESIGNATION -  5117
 LX3092  PID         -  LX3092
 LX3092  STATE/COUNTY-  CT/HARTFORD
 LX3092  USGS QUAD   -  MARLBOROUGH (1984)
 LX3092
 LX3092                         *CURRENT SURVEY CONTROL
 LX3092  ___________________________________________________________________
 LX3092* NAD 83(1996)-  41 38 12.     (N)    072 27 21.     (W)     SCALED    
 LX3092* NAVD 88     -       126.570  (meters)     415.26   (feet)  ADJUSTED  
 LX3092  ___________________________________________________________________
 LX3092  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3092  DYNAMIC HT  -         126.528 (meters)     415.12  (feet)  COMP
 LX3092  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX3092
 LX3092  VERT ORDER  -  FIRST     CLASS II
 LX3092
 LX3092.The horizontal coordinates were scaled from a topographic map and have
 LX3092.an estimated accuracy of +/- 6 seconds.
 LX3092
 LX3092.The orthometric height was determined by differential leveling
 LX3092.and adjusted by the National Geodetic Survey in June 1991..
 LX3092
 LX3092.The geoid height was determined by GEOID03.
 LX3092
 LX3092.The dynamic height is computed by dividing the NAVD 88
 LX3092.geopotential number by the normal gravity value computed on the
 LX3092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3092.degrees latitude (g = 980.6199 gals.).
 LX3092
 LX3092.The modeled gravity was interpolated from observed gravity values.
 LX3092
 LX3092;                    North         East    Units  Estimated Accuracy
 LX3092;SPC CT       -   241,660.      329,310.      MT  (+/- 180 meters Scaled)
 LX3092
 LX3092                          SUPERSEDED SURVEY CONTROL
 LX3092
 LX3092  NGVD 29 (07/19/86)  126.2    (m)          414.     (f) VERT ANG       
 LX3092
 LX3092.Superseded values are not recommended for survey control.
 LX3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3092.See file dsdata.txt to determine how the superseded data were derived.
 LX3092
 LX3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM119125(NAD 83)
 LX3092_MARKER: DD = SURVEY DISK
 LX3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3092_SP_SET: CONCRETE POST
 LX3092_STAMPING: 5117
 LX3092_MARK LOGO: CTGS  
 LX3092_PROJECTION: RECESSED 9 CENTIMETERS
 LX3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3092+STABILITY: SURFACE MOTION
 LX3092
 LX3092  HISTORY     - Date     Condition        Report By
 LX3092  HISTORY     - 1976     MONUMENTED       CTGS
 LX3092  HISTORY     - 1986     GOOD             NGS
 LX3092  HISTORY     - 19940922 POOR             USPSQD
 LX3092
 LX3092                          STATION DESCRIPTION
 LX3092
 LX3092'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (TB)
 LX3092'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF STRONG POND, 1-1/4
 LX3092'MILES SOUTH OF FULLER HILL, AND 1/2 MILE EAST OF THE SOUTHERN
 LX3092'TIP OF LAKE TERRAMUGGUS.
 LX3092'
 LX3092'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 66 (WILLIMANTIC
 LX3092'ROAD) AND ROUTE 2 (EXIT 13) IN THE TOWN OF MARLBOROUGH, GO
 LX3092'EASTERLY ON ROUTE 66 FOR 0.2 MILE TO THE STATION ON THE LEFT,
 LX3092'NORTH SIDE OF THE ROAD.
 LX3092'
 LX3092'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISC,
 LX3092'STAMPED 5117.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48
 LX3092'INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 3 INCHES
 LX3092'BELOW THE GROUND.  IT IS 95.0 FEET WEST OF CONNECTICUT LIGHT AND
 LX3092'POWER COMPANY POLE 260, 35.7 FEET EAST OF THE SOUTHERLY TIP OF
 LX3092'THE ISLAND AT THE ENTRANCE TO THE MARLBOROUGH COMMON, AND 29.3
 LX3092'FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 66.
 LX3092'
 LX3092'5118 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3092'DISC, STAMPED 5118.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH
 LX3092'BY 48 INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 2
 LX3092'INCHES BELOW THE GROUND.  IT IS 0.2 MILE SOUTHWESTERLY ALONG
 LX3092'CONNECTICUT ROUTE 66, 76.8 FEET WEST OF CONNECTICUT LIGHT AND
 LX3092'POWER COMPANY POLE 251, 52.2 FEET NORTH OF THE CENTERLINE OF
 LX3092'CONNECTICUT ROUTE 66, AND 13.7 FEET EAST OF THE EXIT RAMP
 LX3092'CENTERLINE.
 LX3092'
 LX3092'2190 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC SURVEY
 LX3092'AND CONNECTICUT GEODETIC SURVEY BRONZE DISC, STAMPED 2190.  IT IS
 LX3092'SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED
 LX3092'CONCRETE POST.  THE TOP IS SET 4 INCHES BELOW THE GROUND.  IT IS
 LX3092'ABOUT 0.2 MILE EASTERLY ALONG CONNECTICUT ROUTE 66, 70.4 FEET
 LX3092'NORTHWEST OF CONNECTICUT LIGHT AND POWER COMPANY POLE 271, 54.6
 LX3092'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 1 STORY FRAME
 LX3092'HOUSE, AND 26.7 FEET NORTH OF THE CENTERLINE OF CONNECTICUT
 LX3092'ROUTE 66.
 LX3092'
 LX3092'REFERENCE MARK 1 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/4
 LX3092'IN DRILL HOLE IN THE NORTHEAST CORNER OF A CATCH BASIN.  IT IS 65.3
 LX3092'FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 66 AND 30.3 FEET
 LX3092'EAST OF THE NORTHERLY END OF THE ISLAND AT THE ENTRANCE OF THE
 LX3092'MARLBOROUGH COMMON.
 LX3092'
 LX3092'REFERENCE POINT 1 (A PT.) IS A DRILL HOLE IN A 3/4 INCH SQUARE
 LX3092'STEEL PIN.  THE TOP IS SET FLUSH WITH THE GROUND.  IT IS 48.7
 LX3092'FEET NORTH OF THE CENTERLINE OF CONNECTICUT ROUTE 66 AND 52.3
 LX3092'FEET SOUTHEAST OF THE NORTHERLY END OF THE ISLAND AT THE ENTRANCE
 LX3092'TO THE MARLBOROUGH COMMON.
 LX3092'
 LX3092'REFERENCE MARK 2 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX3092'1/4 INCH DRILL HOLE, IN THE NORTHWEST CORNER OF A CATCH BASIN.  IT
 LX3092'IS 90.1 FEET EAST OF THE SOUTHERLY END OF THE ISLAND AT THE
 LX3092'ENTRANCE TO THE MARLBOROUGH COMMON AND 19.6 FEET NORTH OF THE
 LX3092'CENTERLINE OF CONNECTICUT ROUTE 66.
 LX3092'
 LX3092'REFERENCE MARK 3 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/4
 LX3092'INCH DRILL HOLE, IN THE SOUTHWEST CORNER OF A CATCH BASIN.  IT
 LX3092'IS 59.2 FEET EAST OF THE EASTERLY END OF THE GUARD RAIL AND 21.7
 LX3092'FEET SOUTH OF THE CENTERLINE OF CONNECTICUT ROUTE 66.
 LX3092'
 LX3092'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LX3092
 LX3092                          STATION RECOVERY (1986)
 LX3092
 LX3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3092'0.8 KM (0.5 MI) EAST FROM MARLBOROUGH.
 LX3092'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3092'MARLBOROUGH TO THE MARK ON THE LEFT, AT THE ENTRANCE TO MARLBOROUGH
 LX3092'COMMON, 9.1 METERS (29.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LX3092'11.1 METERS (36.5 FT) EAST OF THE CENTER OF THE ROAD LEADING TO
 LX3092'MARLBOROUGH COMMON, 16.9 METERS (55.6 FT) EAST OF A BRASS BOLT SET IN
 LX3092'A 1/4-INCH DRILL HOLE IN THE NORTHWEST CORNER OF A CATCH BASIN, 11.0
 LX3092'METERS (36.4 FT) SOUTH OF A BRASS BOLT SET IN A 1/4-INCH DRILL HOLE IN
 LX3092'THE NORTHEAST CORNER OF A CATCH BASIN.
 LX3092'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3092
 LX3092                          STATION RECOVERY (1994)
 LX3092
 LX3092'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3092'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3091 ***********************************************************************
 LX3091  DESIGNATION -  5118
 LX3091  PID         -  LX3091
 LX3091  STATE/COUNTY-  CT/HARTFORD
 LX3091  USGS QUAD   -  MARLBOROUGH (1984)
 LX3091
 LX3091                         *CURRENT SURVEY CONTROL
 LX3091  ___________________________________________________________________
 LX3091* NAD 83(1986)-  41 38 01.     (N)    072 27 33.     (W)     SCALED    
 LX3091* NAVD 88     -       145.494  (meters)     477.34   (feet)  ADJUSTED  
 LX3091  ___________________________________________________________________
 LX3091  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3091  DYNAMIC HT  -         145.446 (meters)     477.18  (feet)  COMP
 LX3091  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX3091
 LX3091  VERT ORDER  -  FIRST     CLASS II
 LX3091
 LX3091.The horizontal coordinates were scaled from a topographic map and have
 LX3091.an estimated accuracy of +/- 6 seconds.
 LX3091
 LX3091.The orthometric height was determined by differential leveling
 LX3091.and adjusted by the National Geodetic Survey in June 1991..
 LX3091
 LX3091.The geoid height was determined by GEOID03.
 LX3091
 LX3091.The dynamic height is computed by dividing the NAVD 88
 LX3091.geopotential number by the normal gravity value computed on the
 LX3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3091.degrees latitude (g = 980.6199 gals.).
 LX3091
 LX3091.The modeled gravity was interpolated from observed gravity values.
 LX3091
 LX3091;                    North         East    Units  Estimated Accuracy
 LX3091;SPC CT       -   241,320.      329,030.      MT  (+/- 180 meters Scaled)
 LX3091
 LX3091                          SUPERSEDED SURVEY CONTROL
 LX3091
 LX3091.No superseded survey control is available for this station.
 LX3091
 LX3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM116122(NAD 83)
 LX3091_MARKER: DD = SURVEY DISK
 LX3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3091_SP_SET: CONCRETE POST
 LX3091_STAMPING: 5118
 LX3091_MARK LOGO: CTGS  
 LX3091_PROJECTION: RECESSED 9 CENTIMETERS
 LX3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3091+STABILITY: SURFACE MOTION
 LX3091
 LX3091  HISTORY     - Date     Condition        Report By
 LX3091  HISTORY     - 1976     MONUMENTED       CTGS
 LX3091  HISTORY     - 1986     GOOD             NGS
 LX3091
 LX3091                          STATION DESCRIPTION
 LX3091
 LX3091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3091'0.4 KM (0.25 MI) EAST FROM MARLBOROUGH.
 LX3091'0.4 KM (0.25 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3091'MARLBOROUGH TO THE MARK ON THE LEFT, ON THE NORTH SIDE OF AN OFF RAMP
 LX3091'FROM STATE HIGHWAY 2, (THE NORTH ONE OF TWO RAMPS), 15.5 METERS (51.0
 LX3091'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 23.1 METERS (76.1 FT)
 LX3091'SOUTHWEST OF POWER POLE NO. 251, 22.4 METERS (73.5 FT) EAST OF THE
 LX3091'WEST END OF A TRIANGLE FORMED BY THE TWO OFF RAMPS, 1.2 METERS (4.0
 LX3091'FT) NORTH OF THE NORTH EDGE OF THE OFF RAMP.
 LX3091'THE MARK IS 0.27 METERS  E FROM  A WITNESS POST
 LX3091'THE MARK IS ABOVE LEVEL WITH OFF RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3078 ***********************************************************************
 LX3078  DESIGNATION -  5125
 LX3078  PID         -  LX3078
 LX3078  STATE/COUNTY-  CT/MIDDLESEX
 LX3078  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3078
 LX3078                         *CURRENT SURVEY CONTROL
 LX3078  ___________________________________________________________________
 LX3078* NAD 83(1996)-  41 34 01.     (N)    072 32 12.     (W)     SCALED    
 LX3078* NAVD 88     -       117.329  (meters)     384.94   (feet)  ADJUSTED  
 LX3078  ___________________________________________________________________
 LX3078  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3078  DYNAMIC HT  -         117.288 (meters)     384.80  (feet)  COMP
 LX3078  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX3078
 LX3078  VERT ORDER  -  FIRST     CLASS II
 LX3078
 LX3078.The horizontal coordinates were scaled from a topographic map and have
 LX3078.an estimated accuracy of +/- 6 seconds.
 LX3078
 LX3078.The orthometric height was determined by differential leveling
 LX3078.and adjusted by the National Geodetic Survey in June 1991..
 LX3078
 LX3078.The geoid height was determined by GEOID03.
 LX3078
 LX3078.The dynamic height is computed by dividing the NAVD 88
 LX3078.geopotential number by the normal gravity value computed on the
 LX3078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3078.degrees latitude (g = 980.6199 gals.).
 LX3078
 LX3078.The modeled gravity was interpolated from observed gravity values.
 LX3078
 LX3078;                    North         East    Units  Estimated Accuracy
 LX3078;SPC CT       -   233,900.      322,590.      MT  (+/- 180 meters Scaled)
 LX3078
 LX3078                          SUPERSEDED SURVEY CONTROL
 LX3078
 LX3078  NGVD 29 (07/19/86)  117.3    (m)          385.     (f) VERT ANG       
 LX3078
 LX3078.Superseded values are not recommended for survey control.
 LX3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3078.See file dsdata.txt to determine how the superseded data were derived.
 LX3078
 LX3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM053046(NAD 83)
 LX3078_MARKER: DD = SURVEY DISK
 LX3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3078_SP_SET: CONCRETE POST
 LX3078_STAMPING: 5125
 LX3078_MARK LOGO: CTGS  
 LX3078_PROJECTION: RECESSED 15 CENTIMETERS
 LX3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3078+STABILITY: SURFACE MOTION
 LX3078
 LX3078  HISTORY     - Date     Condition        Report By
 LX3078  HISTORY     - 1976     MONUMENTED       CTGS
 LX3078  HISTORY     - 1986     GOOD             NGS
 LX3078  HISTORY     - 19971202 GOOD             USPSQD
 LX3078
 LX3078                          STATION DESCRIPTION
 LX3078
 LX3078'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1976 (RJ)
 LX3078'THE STATION IS LOCATED ABOUT 5-3/4 MILES EAST OF THE CENTER OF
 LX3078'MIDDLETOWN, 5 MILES NORTHEAST OF THE CENTER OF HIGGANUM, AND 1
 LX3078'MILE NORTHEAST OF THE CENTER OF COBALT.
 LX3078'
 LX3078'TO REACH THE STATION IN EAST HAMPTON FROM THE INTERSECTION OF
 LX3078'CONNECTICUT ROUTE 66 (WEST HIGH STREET) AND CONNECTICUT ROUTE 16
 LX3078'(MIDDLETOWN AVENUE), GO NORTHEASTERLY ON CONNECTICUT ROUTE 66
 LX3078'FOR 0.31 MILE TO THE STATION ON THE LEFT, (NORTH).
 LX3078'
 LX3078'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX3078'STAMPED 5125, SET IN THE TOP OF A REINFORCED CONCRETE POST, 6
 LX3078'INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3078'IS 1 INCH BELOW THE SURFACE OF THE GROUND.  THE STATION IS 86.4
 LX3078'FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER COMPANY POLE 2374,
 LX3078'80.6 FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2024,
 LX3078'76.7 FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 82 1/2,
 LX3078'32.6 FEET SOUTHEAST OF A 10 INCH PINE TREE, 29 FEET NORTHWEST
 LX3078'OF THE CENTER LINE OF WEST HIGH STREET, AND 9 FEET SOUTHWEST OF
 LX3078'THE CENTER LINE OF OLD WEST HIGH STREET NUMBER 3.
 LX3078'
 LX3078'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET IN
 LX3078'A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A 3 FOOT BY 2
 LX3078'FOOT BOULDER THAT PROTRUDES 1 FOOT ABOVE THE SURFACE OF THE
 LX3078'GROUND.  IT IS 112.7 FEET EAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3078'POLE 83 1/2, 51.0 FEET EAST OF A 10 INCH PINE TREE, 48 FEET NORTH
 LX3078'OF THE CENTER LINE OF CONNECTICUT ROUTE 66, AND 38.3 FEET
 LX3078'NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 82 1/2.
 LX3078'
 LX3078'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3078'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A 1 FOOT BY
 LX3078'1 FOOT BOULDER THAT IS FLUSH WITH THE SURFACE OF THE
 LX3078'GROUND.  IT IS 44.2 FEET SOUTHEAST OF A 10 INCH PINE TREE, 41
 LX3078'FEET NORTH OF THE CENTER LINE OF WEST HIGH STREET, 24.2 FEET EAST
 LX3078'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 83 1/2, AND 10 FEET SOUTH OF
 LX3078'THE CENTER LINE OF OLD WEST HIGH STREET NUMBER 3.
 LX3078'
 LX3078'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3078'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A 4 FOOT BY
 LX3078'3 FOOT BOULDER THAT PROTRUDES 1-1/2 FEET ABOVE THE SURFACE OF THE
 LX3078'GROUND.  IT IS 81.4 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX3078'TELEPHONE POLE 83 1/2, 73.8 FEET WEST OF SOUTHERN NEW ENGLAND
 LX3078'TELEPHONE POLE 82 1/2, 24 FEET NORTHEAST OF THE CENTER LINE OF
 LX3078'CONNECTICUT ROUTE 66, AND 16.7 FEET EAST OF A 10 INCH PINE
 LX3078'TREE.
 LX3078'
 LX3078'REFERENCE POINT 1 IS A DRILL HOLE IN AN IRON PIN, 3/4 INCH
 LX3078'SQUARE AND 48 INCHES LONG.  THE TOP IS SET FLUSH WITH THE SURFACE
 LX3078'OF THE GROUND.  IT IS 55.6 FEET EAST OF SOUTHERN NEW ENGLAND
 LX3078'TELEPHONE POLE 83 1/2, 35 FEET NORTHWEST OF THE CENTER LINE OF
 LX3078'WEST HIGH STREET, 27.3 FEET SOUTHEAST OF A 10 INCH PINE TREE, AND
 LX3078'9 FEET SOUTHWEST OF THE CENTER LINE OF OLD WEST HIGH STREET
 LX3078'NUMBER 3.
 LX3078'
 LX3078'259X (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3078'DISK, STAMPED 259X, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3078'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3078'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 0.2 MILE
 LX3078'EASTERLY OF THE STATION ALONG CONNECTICUT ROUTE 66, 69.0 FEET
 LX3078'NORTH OF THE NORTHWEST CORNER OF A 1-1/2 STORY FRAME HOUSE, 44.5
 LX3078'FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 75, 40
 LX3078'FEET EAST OF THE CENTER LINE OF A BITUMINOUS DRIVE, AND 23 FEET
 LX3078'SOUTH OF THE CENTER LINE OF CONNECTICUT ROUTE 66.
 LX3078'
 LX3078'5126 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX3078'DISK, STAMPED 5126, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX3078'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3078'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS 0.2 MILE
 LX3078'SOUTHWESTERLY OF THE STATION ALONG CONNECTICUT ROUTE 66, 98 FEET
 LX3078'SOUTHWEST OF THE CENTER LINE OF HOG HILL ROAD, 82.3 FEET
 LX3078'SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 34, 67.0 FEET
 LX3078'NORTH OF THE FACE OF A 3 FOOT HIGH RETAINING WALL, 52.8 FEET
 LX3078'SOUTH OF CONNECTICUT LIGHT AND POWER POLE 2612, 41.4
 LX3078'FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE 2612-S,
 LX3078'AND 23 FEET SOUTH OF THE CENTER LINE OF CONNECTICUT ROUTE 66.
 LX3078'
 LX3078'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
 LX3078
 LX3078                          STATION RECOVERY (1986)
 LX3078
 LX3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3078'1.7 KM (1.05 MI) EAST FROM COBALT.
 LX3078'1.7 KM (1.05 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3078'STATE HIGHWAY 151 IN COBALT TO THE MARK ON THE LEFT, AT THE
 LX3078'INTERSECTION OF OLD WEST HIGH STREET, 8.9 METERS (29.3 FT) NORTHWEST
 LX3078'OF THE CENTERLINE OF THE HIGHWAY, 23.3 METERS (76.7 FT) SOUTHWEST OF
 LX3078'POWER POLE NO. 82 1/2, 2.6 METERS (8.8 FT) SOUTH OF THE CENTERLINE
 LX3078'OF OLD WEST HIGH STREET.
 LX3078'THE MARK IS 0.18 METERS  NE FROM  A WITNESS POST
 LX3078'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX3078
 LX3078                          STATION RECOVERY (1997)
 LX3078
 LX3078'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3077 ***********************************************************************
 LX3077  DESIGNATION -  5126
 LX3077  PID         -  LX3077
 LX3077  STATE/COUNTY-  CT/MIDDLESEX
 LX3077  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3077
 LX3077                         *CURRENT SURVEY CONTROL
 LX3077  ___________________________________________________________________
 LX3077* NAD 83(1986)-  41 33 53.     (N)    072 32 23.     (W)     SCALED    
 LX3077* NAVD 88     -       109.914  (meters)     360.61   (feet)  ADJUSTED  
 LX3077  ___________________________________________________________________
 LX3077  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3077  DYNAMIC HT  -         109.877 (meters)     360.49  (feet)  COMP
 LX3077  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 LX3077
 LX3077  VERT ORDER  -  FIRST     CLASS II
 LX3077
 LX3077.The horizontal coordinates were scaled from a topographic map and have
 LX3077.an estimated accuracy of +/- 6 seconds.
 LX3077
 LX3077.The orthometric height was determined by differential leveling
 LX3077.and adjusted by the National Geodetic Survey in June 1991..
 LX3077
 LX3077.The geoid height was determined by GEOID03.
 LX3077
 LX3077.The dynamic height is computed by dividing the NAVD 88
 LX3077.geopotential number by the normal gravity value computed on the
 LX3077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3077.degrees latitude (g = 980.6199 gals.).
 LX3077
 LX3077.The modeled gravity was interpolated from observed gravity values.
 LX3077
 LX3077;                    North         East    Units  Estimated Accuracy
 LX3077;SPC CT       -   233,650.      322,340.      MT  (+/- 180 meters Scaled)
 LX3077
 LX3077                          SUPERSEDED SURVEY CONTROL
 LX3077
 LX3077.No superseded survey control is available for this station.
 LX3077
 LX3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM051043(NAD 83)
 LX3077_MARKER: DD = SURVEY DISK
 LX3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3077_SP_SET: CONCRETE POST
 LX3077_STAMPING: 5126
 LX3077_MARK LOGO: CTGS  
 LX3077_PROJECTION: FLUSH
 LX3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3077+STABILITY: SURFACE MOTION
 LX3077
 LX3077  HISTORY     - Date     Condition        Report By
 LX3077  HISTORY     - 1976     MONUMENTED       CTGS
 LX3077  HISTORY     - 1986     GOOD             NGS
 LX3077  HISTORY     - 19970904 GOOD             USPSQD
 LX3077
 LX3077                          STATION DESCRIPTION
 LX3077
 LX3077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3077'1.4 KM (0.85 MI) EAST FROM COBALT.
 LX3077'1.4 KM (0.85 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3077'STATE HIGHWAY 151 IN COBALT TO THE MARK ON THE RIGHT, ACROSS THE
 LX3077'HIGHWAY FROM POWER POLE NO. 2612, 6.9 METERS (22.7 FT) SOUTHEAST OF
 LX3077'THE CENTERLINE OF THE HIGHWAY.
 LX3077'THE MARK IS 0.24 METERS  NE FROM  A WITNESS POST
 LX3077'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3077
 LX3077                          STATION RECOVERY (1997)
 LX3077
 LX3077'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3082 ***********************************************************************
 LX3082  DESIGNATION -  5132
 LX3082  PID         -  LX3082
 LX3082  STATE/COUNTY-  CT/MIDDLESEX
 LX3082  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3082
 LX3082                         *CURRENT SURVEY CONTROL
 LX3082  ___________________________________________________________________
 LX3082* NAD 83(1986)-  41 34 54.     (N)    072 30 25.     (W)     SCALED    
 LX3082* NAVD 88     -       151.764  (meters)     497.91   (feet)  ADJUSTED  
 LX3082  ___________________________________________________________________
 LX3082  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3082  DYNAMIC HT  -         151.711 (meters)     497.74  (feet)  COMP
 LX3082  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LX3082
 LX3082  VERT ORDER  -  FIRST     CLASS II
 LX3082
 LX3082.The horizontal coordinates were scaled from a topographic map and have
 LX3082.an estimated accuracy of +/- 6 seconds.
 LX3082
 LX3082.The orthometric height was determined by differential leveling
 LX3082.and adjusted by the National Geodetic Survey in June 1991..
 LX3082
 LX3082.The geoid height was determined by GEOID03.
 LX3082
 LX3082.The dynamic height is computed by dividing the NAVD 88
 LX3082.geopotential number by the normal gravity value computed on the
 LX3082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3082.degrees latitude (g = 980.6199 gals.).
 LX3082
 LX3082.The modeled gravity was interpolated from observed gravity values.
 LX3082
 LX3082;                    North         East    Units  Estimated Accuracy
 LX3082;SPC CT       -   235,540.      325,070.      MT  (+/- 180 meters Scaled)
 LX3082
 LX3082                          SUPERSEDED SURVEY CONTROL
 LX3082
 LX3082.No superseded survey control is available for this station.
 LX3082
 LX3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM078063(NAD 83)
 LX3082_MARKER: DD = SURVEY DISK
 LX3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3082_SP_SET: CONCRETE POST
 LX3082_STAMPING: 5132
 LX3082_MARK LOGO: CTGS  
 LX3082_PROJECTION: FLUSH
 LX3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3082+STABILITY: SURFACE MOTION
 LX3082
 LX3082  HISTORY     - Date     Condition        Report By
 LX3082  HISTORY     - 1976     MONUMENTED       CTGS
 LX3082  HISTORY     - 1986     GOOD             NGS
 LX3082
 LX3082                          STATION DESCRIPTION
 LX3082
 LX3082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3082'IN EAST HAMPTON.
 LX3082'IN EAST HAMPTON, AT THE INTERSECTION OF STATE HIGHWAY 66 (WEST HIGH
 LX3082'STREET) AND LAUREL GLEN DRIVE, 6.4 METERS (21.1 FT) NORTHWEST OF THE
 LX3082'CENTERLINE OF THE HIGHWAY, 16.4 METERS (54.0 FT) NORTHEAST OF THE
 LX3082'CENTER OF THE DRIVE, 7.0 METERS (23.0 FT) SOUTHWEST OF POWER POLE NO.
 LX3082'731.
 LX3082'THE MARK IS 0.24 METERS  SE FROM  A WITNESS POST
 LX3082'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2808 ***********************************************************************
 LX2808  DESIGNATION -  5152
 LX2808  PID         -  LX2808
 LX2808  STATE/COUNTY-  CT/MIDDLESEX
 LX2808  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2808
 LX2808                         *CURRENT SURVEY CONTROL
 LX2808  ___________________________________________________________________
 LX2808* NAD 83(1986)-  41 32 04.     (N)    072 37 07.     (W)     SCALED    
 LX2808* NAVD 88     -        68.554  (meters)     224.91   (feet)  ADJUSTED  
 LX2808  ___________________________________________________________________
 LX2808  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2808  DYNAMIC HT  -          68.532 (meters)     224.84  (feet)  COMP
 LX2808  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 LX2808
 LX2808  VERT ORDER  -  FIRST     CLASS II
 LX2808
 LX2808.The horizontal coordinates were scaled from a topographic map and have
 LX2808.an estimated accuracy of +/- 6 seconds.
 LX2808
 LX2808.The orthometric height was determined by differential leveling
 LX2808.and adjusted by the National Geodetic Survey in June 1991..
 LX2808
 LX2808.The geoid height was determined by GEOID03.
 LX2808
 LX2808.The dynamic height is computed by dividing the NAVD 88
 LX2808.geopotential number by the normal gravity value computed on the
 LX2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2808.degrees latitude (g = 980.6199 gals.).
 LX2808
 LX2808.The modeled gravity was interpolated from observed gravity values.
 LX2808
 LX2808;                    North         East    Units  Estimated Accuracy
 LX2808;SPC CT       -   230,270.      315,770.      MT  (+/- 180 meters Scaled)
 LX2808
 LX2808                          SUPERSEDED SURVEY CONTROL
 LX2808
 LX2808.No superseded survey control is available for this station.
 LX2808
 LX2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM986008(NAD 83)
 LX2808_MARKER: DD = SURVEY DISK
 LX2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2808_SP_SET: CONCRETE POST
 LX2808_STAMPING: 5152
 LX2808_MARK LOGO: CTGS  
 LX2808_PROJECTION: FLUSH
 LX2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2808+STABILITY: SURFACE MOTION
 LX2808
 LX2808  HISTORY     - Date     Condition        Report By
 LX2808  HISTORY     - 1976     MONUMENTED       CTGS
 LX2808  HISTORY     - 1985     GOOD             NGS
 LX2808  HISTORY     - 19970531 GOOD             USPSQD
 LX2808
 LX2808                          STATION DESCRIPTION
 LX2808
 LX2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2808'IN MIDDLETOWN.
 LX2808'IN MIDDLETOWN, ALONG STATE HIGHWAY 9, AT THE UNDERPASS OF STATE
 LX2808'HIGHWAY 155, 10.36 METERS (34.0 FT) WEST OF THE CENTERLINE OF THE
 LX2808'NORTH BOUND LANE OF HIGHWAY 9, 10.06 METERS (33.0 FT) EAST OF THE
 LX2808'CENTERLINE OF THE SOUTH BOUND LANE OF HIGHWAY 9, 23.77 METERS (78.0
 LX2808'FT) NORTH OF THE CENTERLINE OF HIGHWAY 155.
 LX2808'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2808
 LX2808                          STATION RECOVERY (1997)
 LX2808
 LX2808'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2815 ***********************************************************************
 LX2815  DESIGNATION -  5160
 LX2815  PID         -  LX2815
 LX2815  STATE/COUNTY-  CT/MIDDLESEX
 LX2815  USGS QUAD   -  MIDDLETOWN (1992)
 LX2815
 LX2815                         *CURRENT SURVEY CONTROL
 LX2815  ___________________________________________________________________
 LX2815* NAD 83(1986)-  41 30 02.     (N)    072 40 28.     (W)     SCALED    
 LX2815* NAVD 88     -       111.867  (meters)     367.02   (feet)  ADJUSTED  
 LX2815  ___________________________________________________________________
 LX2815  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2815  DYNAMIC HT  -         111.829 (meters)     366.89  (feet)  COMP
 LX2815  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX2815
 LX2815  VERT ORDER  -  FIRST     CLASS II
 LX2815
 LX2815.The horizontal coordinates were scaled from a topographic map and have
 LX2815.an estimated accuracy of +/- 6 seconds.
 LX2815
 LX2815.The orthometric height was determined by differential leveling
 LX2815.and adjusted by the National Geodetic Survey in June 1991..
 LX2815
 LX2815.The geoid height was determined by GEOID03.
 LX2815
 LX2815.The dynamic height is computed by dividing the NAVD 88
 LX2815.geopotential number by the normal gravity value computed on the
 LX2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2815.degrees latitude (g = 980.6199 gals.).
 LX2815
 LX2815.The modeled gravity was interpolated from observed gravity values.
 LX2815
 LX2815;                    North         East    Units  Estimated Accuracy
 LX2815;SPC CT       -   226,500.      311,110.      MT  (+/- 180 meters Scaled)
 LX2815
 LX2815                          SUPERSEDED SURVEY CONTROL
 LX2815
 LX2815.No superseded survey control is available for this station.
 LX2815
 LX2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL941969(NAD 83)
 LX2815_MARKER: DD = SURVEY DISK
 LX2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2815_SP_SET: CONCRETE POST
 LX2815_STAMPING: 5160
 LX2815_MARK LOGO: CTGS  
 LX2815_PROJECTION: RECESSED 4 CENTIMETERS
 LX2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2815+STABILITY: SURFACE MOTION
 LX2815
 LX2815  HISTORY     - Date     Condition        Report By
 LX2815  HISTORY     - 1976     MONUMENTED       CTGS
 LX2815  HISTORY     - 1985     GOOD             NGS
 LX2815
 LX2815                          STATION DESCRIPTION
 LX2815
 LX2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2815'2.7 KM (1.7 MI) NORTH FROM DURHAM.
 LX2815'2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2815'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE RIGHT, 7.32 METERS (24.0
 LX2815'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.82 METERS (51.9 FT)
 LX2815'EAST AND ACROSS THE HIGHWAY FROM UTILITY POLE 3262, 10.67 METERS (35.0
 LX2815'FT) NORTHEAST OF THE CENTER OF A CATCH BASIN.
 LX2815'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LX2815'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2814 ***********************************************************************
 LX2814  DESIGNATION -  5161
 LX2814  PID         -  LX2814
 LX2814  STATE/COUNTY-  CT/MIDDLESEX
 LX2814  USGS QUAD   -  MIDDLETOWN (1992)
 LX2814
 LX2814                         *CURRENT SURVEY CONTROL
 LX2814  ___________________________________________________________________
 LX2814* NAD 83(1986)-  41 30 13.     (N)    072 40 20.     (W)     SCALED    
 LX2814* NAVD 88     -       108.633  (meters)     356.41   (feet)  ADJUSTED  
 LX2814  ___________________________________________________________________
 LX2814  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2814  DYNAMIC HT  -         108.596 (meters)     356.29  (feet)  COMP
 LX2814  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LX2814
 LX2814  VERT ORDER  -  FIRST     CLASS II
 LX2814
 LX2814.The horizontal coordinates were scaled from a topographic map and have
 LX2814.an estimated accuracy of +/- 6 seconds.
 LX2814
 LX2814.The orthometric height was determined by differential leveling
 LX2814.and adjusted by the National Geodetic Survey in June 1991..
 LX2814
 LX2814.The geoid height was determined by GEOID03.
 LX2814
 LX2814.The dynamic height is computed by dividing the NAVD 88
 LX2814.geopotential number by the normal gravity value computed on the
 LX2814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2814.degrees latitude (g = 980.6199 gals.).
 LX2814
 LX2814.The modeled gravity was interpolated from observed gravity values.
 LX2814
 LX2814;                    North         East    Units  Estimated Accuracy
 LX2814;SPC CT       -   226,840.      311,290.      MT  (+/- 180 meters Scaled)
 LX2814
 LX2814                          SUPERSEDED SURVEY CONTROL
 LX2814
 LX2814.No superseded survey control is available for this station.
 LX2814
 LX2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL942972(NAD 83)
 LX2814_MARKER: DD = SURVEY DISK
 LX2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2814_SP_SET: CONCRETE POST
 LX2814_STAMPING: 5161
 LX2814_MARK LOGO: CTGS  
 LX2814_PROJECTION: RECESSED 2 CENTIMETERS
 LX2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2814+STABILITY: SURFACE MOTION
 LX2814
 LX2814  HISTORY     - Date     Condition        Report By
 LX2814  HISTORY     - 1976     MONUMENTED       CTGS
 LX2814  HISTORY     - 1985     GOOD             NGS
 LX2814
 LX2814                          STATION DESCRIPTION
 LX2814
 LX2814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2814'2.9 KM (1.8 MI) NORTH FROM DURHAM.
 LX2814'2.9 KM (1.8 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2814'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE RIGHT, IN THE FRONT LAWN
 LX2814'OF HOUSE NUMBER 2080, 24.69 METERS (81.0 FT) SOUTHEAST OF THE
 LX2814'CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.0 FT) NORTHEAST OF THE
 LX2814'CENTER OF A GRAVEL DRIVE TO THE HOUSE, 13.96 METERS (45.8 FT)
 LX2814'NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 8.75 METERS (28.7 FT)
 LX2814'SOUTHWEST OF UTILITY POLE 2852.
 LX2814'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0032 ***********************************************************************
 LX0032  DESIGNATION -  517
 LX0032  PID         -  LX0032
 LX0032  STATE/COUNTY-  CT/NEW LONDON
 LX0032  USGS QUAD   -  FITCHVILLE (1983)
 LX0032
 LX0032                         *CURRENT SURVEY CONTROL
 LX0032  ___________________________________________________________________
 LX0032* NAD 83(1986)-  41 33 43.     (N)    072 07 34.     (W)     SCALED    
 LX0032* NAVD 88     -        40.684  (meters)     133.48   (feet)  ADJUSTED  
 LX0032  ___________________________________________________________________
 LX0032  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX0032  DYNAMIC HT  -          40.669 (meters)     133.43  (feet)  COMP
 LX0032  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LX0032
 LX0032  VERT ORDER  -  SECOND    CLASS 0
 LX0032
 LX0032.The horizontal coordinates were scaled from a topographic map and have
 LX0032.an estimated accuracy of +/- 6 seconds.
 LX0032
 LX0032.The orthometric height was determined by differential leveling
 LX0032.and adjusted by the National Geodetic Survey in June 1991..
 LX0032
 LX0032.The geoid height was determined by GEOID03.
 LX0032
 LX0032.The dynamic height is computed by dividing the NAVD 88
 LX0032.geopotential number by the normal gravity value computed on the
 LX0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0032.degrees latitude (g = 980.6199 gals.).
 LX0032
 LX0032.The modeled gravity was interpolated from observed gravity values.
 LX0032
 LX0032;                    North         East    Units  Estimated Accuracy
 LX0032;SPC CT       -   233,510.      356,840.      MT  (+/- 180 meters Scaled)
 LX0032
 LX0032                          SUPERSEDED SURVEY CONTROL
 LX0032
 LX0032  NGVD 29 (??/??/92)   40.967  (m)          134.41   (f) ADJ UNCH    2 0
 LX0032
 LX0032.Superseded values are not recommended for survey control.
 LX0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0032.See file dsdata.txt to determine how the superseded data were derived.
 LX0032
 LX0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM396051(NAD 83)
 LX0032_MARKER: DD = SURVEY DISK
 LX0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0032_STAMPING: 517
 LX0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0032+STABILITY: SURFACE MOTION
 LX0032
 LX0032  HISTORY     - Date     Condition        Report By
 LX0032  HISTORY     - UNK      MONUMENTED       CTGS
 LX0032  HISTORY     - 1935     GOOD             NGS
 LX0032
 LX0032                          STATION DESCRIPTION
 LX0032
 LX0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0032'AT YANTIC.
 LX0032'AT YANTIC, NEW LONDON COUNTY, ON STATE HIGHWAY 2, ABOUT 220
 LX0032'FEET NORTH OF THE INTERSECTION WITH STATE HIGHWAY 32, ON CHURCH
 LX0032'HILL, ABOUT 110 FEET NORTH OF THE NORTH CORNER OF GRACE CHURCH,
 LX0032'45 FEET EAST OF THE SOUTHEAST CORNER OF TWO-STORY FRAME
 LX0032'DWELLING 3 AND 4 OWNED BY BERKMAN BROS., AND ABOUT 23 FEET
 LX0032'HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 LX0032'517 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 LX0032'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3453 ***********************************************************************
 LX3453  DESIGNATION -  52
 LX3453  PID         -  LX3453
 LX3453  STATE/COUNTY-  CT/NEW LONDON
 LX3453  USGS QUAD   -  NIANTIC (1983)
 LX3453
 LX3453                         *CURRENT SURVEY CONTROL
 LX3453  ___________________________________________________________________
 LX3453* NAD 83(1986)-  41 21 35.     (N)    072 14 32.     (W)     SCALED    
 LX3453* NAVD 88     -        42.370  (meters)     139.01   (feet)  ADJUSTED  
 LX3453  ___________________________________________________________________
 LX3453  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3453  DYNAMIC HT  -          42.356 (meters)     138.96  (feet)  COMP
 LX3453  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LX3453
 LX3453  VERT ORDER  -  FIRST     CLASS II
 LX3453
 LX3453.The horizontal coordinates were scaled from a topographic map and have
 LX3453.an estimated accuracy of +/- 6 seconds.
 LX3453
 LX3453.The orthometric height was determined by differential leveling
 LX3453.and adjusted by the National Geodetic Survey in June 1991..
 LX3453
 LX3453.The geoid height was determined by GEOID03.
 LX3453
 LX3453.The dynamic height is computed by dividing the NAVD 88
 LX3453.geopotential number by the normal gravity value computed on the
 LX3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3453.degrees latitude (g = 980.6199 gals.).
 LX3453
 LX3453.The modeled gravity was interpolated from observed gravity values.
 LX3453
 LX3453;                    North         East    Units  Estimated Accuracy
 LX3453;SPC CT       -   210,990.      347,290.      MT  (+/- 180 meters Scaled)
 LX3453
 LX3453                          SUPERSEDED SURVEY CONTROL
 LX3453
 LX3453.No superseded survey control is available for this station.
 LX3453
 LX3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL306823(NAD 83)
 LX3453_MARKER: DD = SURVEY DISK
 LX3453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3453_SP_SET: CONCRETE POST
 LX3453_STAMPING: 52
 LX3453_PROJECTION: FLUSH
 LX3453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3453+STABILITY: SURFACE MOTION
 LX3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3453+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 LX3453
 LX3453  HISTORY     - Date     Condition        Report By
 LX3453  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3453  HISTORY     - 1986     GOOD             NGS
 LX3453  HISTORY     - 1989     GOOD             USPSQD
 LX3453  HISTORY     - 19900414 GOOD             USPSQD
 LX3453  HISTORY     - 19901206 GOOD             USPSQD
 LX3453  HISTORY     - 2000     GOOD             USPSQD
 LX3453  HISTORY     - 20030429 GOOD             USPSQD
 LX3453
 LX3453                          STATION DESCRIPTION
 LX3453
 LX3453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3453'3.1 KM (1.9 MI) WEST FROM FLANDERS.
 LX3453'3.1 KM (1.9 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3453'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT IN FRONT OF HOUSE NO.
 LX3453'354.  IT IS 8.0 METERS (26.4 FT) SOUTHEAST OF THE CENTERLINE OF U.S.
 LX3453'HIGHWAY 1, 6.6 METERS (21.7 FT) NORTHWEST OF A YARD LIGHT AND 3.5
 LX3453'METERS (11.5 FT) SOUTHWEST OF THE CENTER OF DRIVEWAY TO HOUSE
 LX3453'NO. 354.
 LX3453'THE MARK IS 0.30 M BELOW U.S. HIGHWAY 1.
 LX3453
 LX3453                          STATION RECOVERY (1989)
 LX3453
 LX3453'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3453'RECOVERED IN GOOD CONDITION.
 LX3453
 LX3453                          STATION RECOVERY (1990)
 LX3453
 LX3453'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3453'RECOVERED IN GOOD CONDITION.
 LX3453
 LX3453                          STATION RECOVERY (1990)
 LX3453
 LX3453'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3453'RECOVERED IN GOOD CONDITION.
 LX3453
 LX3453                          STATION RECOVERY (2000)
 LX3453
 LX3453'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX3453'RECOVERED IN GOOD CONDITION.
 LX3453
 LX3453                          STATION RECOVERY (2003)
 LX3453
 LX3453'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2867 ***********************************************************************
 LX2867  DESIGNATION -  5229
 LX2867  PID         -  LX2867
 LX2867  STATE/COUNTY-  CT/NEW HAVEN
 LX2867  USGS QUAD   -  BRANFORD (1984)
 LX2867
 LX2867                         *CURRENT SURVEY CONTROL
 LX2867  ___________________________________________________________________
 LX2867* NAD 83(1986)-  41 23 36.     (N)    072 47 29.     (W)     SCALED    
 LX2867* NAVD 88     -        48.463  (meters)     159.00   (feet)  ADJUSTED  
 LX2867  ___________________________________________________________________
 LX2867  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2867  DYNAMIC HT  -          48.447 (meters)     158.95  (feet)  COMP
 LX2867  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX2867
 LX2867  VERT ORDER  -  FIRST     CLASS II
 LX2867
 LX2867.The horizontal coordinates were scaled from a topographic map and have
 LX2867.an estimated accuracy of +/- 6 seconds.
 LX2867
 LX2867.The orthometric height was determined by differential leveling
 LX2867.and adjusted by the National Geodetic Survey in June 1991..
 LX2867
 LX2867.The geoid height was determined by GEOID03.
 LX2867
 LX2867.The dynamic height is computed by dividing the NAVD 88
 LX2867.geopotential number by the normal gravity value computed on the
 LX2867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2867.degrees latitude (g = 980.6199 gals.).
 LX2867
 LX2867.The modeled gravity was interpolated from observed gravity values.
 LX2867
 LX2867;                    North         East    Units  Estimated Accuracy
 LX2867;SPC CT       -   214,590.      301,340.      MT  (+/- 180 meters Scaled)
 LX2867
 LX2867                          SUPERSEDED SURVEY CONTROL
 LX2867
 LX2867.No superseded survey control is available for this station.
 LX2867
 LX2867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL846847(NAD 83)
 LX2867_MARKER: DD = SURVEY DISK
 LX2867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2867_SP_SET: CONCRETE POST
 LX2867_STAMPING: 5229
 LX2867_MARK LOGO: CTGS  
 LX2867_PROJECTION: RECESSED 3 CENTIMETERS
 LX2867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2867+STABILITY: SURFACE MOTION
 LX2867
 LX2867  HISTORY     - Date     Condition        Report By
 LX2867  HISTORY     - 1977     MONUMENTED       CTGS
 LX2867  HISTORY     - 1985     GOOD             NGS
 LX2867
 LX2867                          STATION DESCRIPTION
 LX2867
 LX2867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2867'IN NORTHFORD.
 LX2867'IN NORTHFORD, IN THE TRIANGLE GRASSY AREA FORMED BY THE JUNCTION OF
 LX2867'STATE HIGHWAYS 17 AND 22, 2.04 METERS (6.7 FT) NORTHWEST OF THE
 LX2867'NORTHWEST CURB OF STATE HIGHWAY 17, 17.68 METERS (58.0 FT) SOUTHEAST
 LX2867'OF A FLAG POLE, 12.95 METERS (42.5 FT) EAST OF A RAILROAD SPIKE DRIVEN
 LX2867'IN A 20-INCH MAPLE TREE.
 LX2867'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2874 ***********************************************************************
 LX2874  DESIGNATION -  5230
 LX2874  PID         -  LX2874
 LX2874  STATE/COUNTY-  CT/NEW HAVEN
 LX2874  USGS QUAD   -  BRANFORD (1984)
 LX2874
 LX2874                         *CURRENT SURVEY CONTROL
 LX2874  ___________________________________________________________________
 LX2874* NAD 83(1986)-  41 24 52.     (N)    072 45 02.     (W)     SCALED    
 LX2874* NAVD 88     -       102.695  (meters)     336.93   (feet)  ADJUSTED  
 LX2874  ___________________________________________________________________
 LX2874  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2874  DYNAMIC HT  -         102.661 (meters)     336.81  (feet)  COMP
 LX2874  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LX2874
 LX2874  VERT ORDER  -  FIRST     CLASS II
 LX2874
 LX2874.The horizontal coordinates were scaled from a topographic map and have
 LX2874.an estimated accuracy of +/- 6 seconds.
 LX2874
 LX2874.The orthometric height was determined by differential leveling
 LX2874.and adjusted by the National Geodetic Survey in June 1991..
 LX2874
 LX2874.The geoid height was determined by GEOID03.
 LX2874
 LX2874.The dynamic height is computed by dividing the NAVD 88
 LX2874.geopotential number by the normal gravity value computed on the
 LX2874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2874.degrees latitude (g = 980.6199 gals.).
 LX2874
 LX2874.The modeled gravity was interpolated from observed gravity values.
 LX2874
 LX2874;                    North         East    Units  Estimated Accuracy
 LX2874;SPC CT       -   216,940.      304,750.      MT  (+/- 180 meters Scaled)
 LX2874
 LX2874                          SUPERSEDED SURVEY CONTROL
 LX2874
 LX2874.No superseded survey control is available for this station.
 LX2874
 LX2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL879872(NAD 83)
 LX2874_MARKER: DD = SURVEY DISK
 LX2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2874_SP_SET: CONCRETE POST
 LX2874_STAMPING: 5230
 LX2874_MARK LOGO: CTGS  
 LX2874_PROJECTION: RECESSED 4 CENTIMETERS
 LX2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2874+STABILITY: SURFACE MOTION
 LX2874
 LX2874  HISTORY     - Date     Condition        Report By
 LX2874  HISTORY     - 1977     MONUMENTED       CTGS
 LX2874  HISTORY     - 1985     GOOD             NGS
 LX2874
 LX2874                          STATION DESCRIPTION
 LX2874
 LX2874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2874'4.5 KM (2.8 MI) NE FROM NORTHFORD.
 LX2874'4.5 KM (2.8 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2874'STATE HIGHWAY 22 IN NORTHFORD TO THE MARK ON THE RIGHT, ALSO 10.1 KM
 LX2874'(6.3 MI) SOUTHWEST ALONG HIGHWAY 17 FROM THE JUNCTION OF STATE HIGHWAY
 LX2874'68 IN DURHAM, 6.86 METERS (22.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2874'HIGHWAY, 30.18 METERS (99.0 FT) EAST AND ACROSS THE HIGHWAY FROM
 LX2874'UTILITY POLE 1125, 18.65 METERS (61.2 FT) SOUTH AND ACROSS THE HIGHWAY
 LX2874'FROM UTILITY POLE 1126, 1.74 METERS (5.7 FT) SOUTHEAST OF THE
 LX2874'SOUTHEAST CURB OF THE HIGHWAY.
 LX2874'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2871 ***********************************************************************
 LX2871  DESIGNATION -  5232
 LX2871  PID         -  LX2871
 LX2871  STATE/COUNTY-  CT/NEW HAVEN
 LX2871  USGS QUAD   -  BRANFORD (1984)
 LX2871
 LX2871                         *CURRENT SURVEY CONTROL
 LX2871  ___________________________________________________________________
 LX2871* NAD 83(1986)-  41 24 34.     (N)    072 46 02.     (W)     SCALED    
 LX2871* NAVD 88     -        73.278  (meters)     240.41   (feet)  ADJUSTED  
 LX2871  ___________________________________________________________________
 LX2871  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2871  DYNAMIC HT  -          73.253 (meters)     240.33  (feet)  COMP
 LX2871  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX2871
 LX2871  VERT ORDER  -  FIRST     CLASS II
 LX2871
 LX2871.The horizontal coordinates were scaled from a topographic map and have
 LX2871.an estimated accuracy of +/- 6 seconds.
 LX2871
 LX2871.The orthometric height was determined by differential leveling
 LX2871.and adjusted by the National Geodetic Survey in June 1991..
 LX2871
 LX2871.The geoid height was determined by GEOID03.
 LX2871
 LX2871.The dynamic height is computed by dividing the NAVD 88
 LX2871.geopotential number by the normal gravity value computed on the
 LX2871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2871.degrees latitude (g = 980.6199 gals.).
 LX2871
 LX2871.The modeled gravity was interpolated from observed gravity values.
 LX2871
 LX2871;                    North         East    Units  Estimated Accuracy
 LX2871;SPC CT       -   216,380.      303,360.      MT  (+/- 180 meters Scaled)
 LX2871
 LX2871                          SUPERSEDED SURVEY CONTROL
 LX2871
 LX2871.No superseded survey control is available for this station.
 LX2871
 LX2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL866866(NAD 83)
 LX2871_MARKER: DD = SURVEY DISK
 LX2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2871_SP_SET: CONCRETE POST
 LX2871_STAMPING: 5232
 LX2871_MARK LOGO: CTGS  
 LX2871_PROJECTION: FLUSH
 LX2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2871+STABILITY: SURFACE MOTION
 LX2871
 LX2871  HISTORY     - Date     Condition        Report By
 LX2871  HISTORY     - 1976     MONUMENTED       CTGS
 LX2871  HISTORY     - 1985     GOOD             NGS
 LX2871
 LX2871                          STATION DESCRIPTION
 LX2871
 LX2871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2871'3.0 KM (1.85 MI) NE FROM NORTHFORD.
 LX2871'3.0 KM (1.85 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2871'STATE HIGHWAY 22 IN NORTHFORD TO THE MARK ON THE RIGHT, 6.10 METERS
 LX2871'(20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.52 METERS
 LX2871'(87.0 FT) EAST AND ACROSS THE HIGHWAY FROM UTILITY POLE 1084,
 LX2871'20.73 METERS (68.0 FT) SOUTH AND ACROSS THE HIGHWAY FROM UTILITY POLE
 LX2871'1085, 7.01 METERS (23.0 FT) SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO
 LX2871'HOUSE NUMBER 1801.
 LX2871'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3009 ***********************************************************************
 LX3009  DESIGNATION -  5253
 LX3009  PID         -  LX3009
 LX3009  STATE/COUNTY-  CT/WINDHAM
 LX3009  USGS QUAD   -  WESTFORD (1983)
 LX3009
 LX3009                         *CURRENT SURVEY CONTROL
 LX3009  ___________________________________________________________________
 LX3009* NAD 83(1986)-  41 53 17.     (N)    072 10 02.     (W)     SCALED    
 LX3009* NAVD 88     -       146.372  (meters)     480.22   (feet)  ADJUSTED  
 LX3009  ___________________________________________________________________
 LX3009  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3009  DYNAMIC HT  -         146.324 (meters)     480.06  (feet)  COMP
 LX3009  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX3009
 LX3009  VERT ORDER  -  FIRST     CLASS II
 LX3009
 LX3009.The horizontal coordinates were scaled from a topographic map and have
 LX3009.an estimated accuracy of +/- 6 seconds.
 LX3009
 LX3009.The orthometric height was determined by differential leveling
 LX3009.and adjusted by the National Geodetic Survey in June 1991..
 LX3009
 LX3009.The geoid height was determined by GEOID03.
 LX3009
 LX3009.The dynamic height is computed by dividing the NAVD 88
 LX3009.geopotential number by the normal gravity value computed on the
 LX3009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3009.degrees latitude (g = 980.6199 gals.).
 LX3009
 LX3009.The modeled gravity was interpolated from observed gravity values.
 LX3009
 LX3009;                    North         East    Units  Estimated Accuracy
 LX3009;SPC CT       -   269,700.      353,170.      MT  (+/- 180 meters Scaled)
 LX3009
 LX3009                          SUPERSEDED SURVEY CONTROL
 LX3009
 LX3009.No superseded survey control is available for this station.
 LX3009
 LX3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM350412(NAD 83)
 LX3009_MARKER: DD = SURVEY DISK
 LX3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3009_SP_SET: CONCRETE POST
 LX3009_STAMPING: 5253
 LX3009_MARK LOGO: CTGS  
 LX3009_PROJECTION: RECESSED 6 CENTIMETERS
 LX3009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3009+STABILITY: SURFACE MOTION
 LX3009
 LX3009  HISTORY     - Date     Condition        Report By
 LX3009  HISTORY     - 1977     MONUMENTED       CTGS
 LX3009  HISTORY     - 1986     GOOD             NGS
 LX3009  HISTORY     - 20031001 GOOD             INDIV
 LX3009
 LX3009                          STATION DESCRIPTION
 LX3009
 LX3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3009'2.9 KM (1.8 MI) NORTH FROM ASHFORD.
 LX3009'0.16 KM (0.1 MI) EAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN
 LX3009'ASHFORD TO THE JUNCTION OF STATE HIGHWA 89, THENCE 2.73 KM (1.7 MI)
 LX3009'NORTH ALONG STATE HIGHWAY 89 TO THE MARK ON THE RIGHT.  IT IS 6.10
 LX3009'METERS (20.O FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 31.27 METERS
 LX3009'(102.6 FT) SOUTHWEST OF SNET POLE NO. 570 WITH ONE TRANSFORMER AND TWO
 LX3009'GUY WIRES AND 29.57 METERS (97.0 FT) NORTH OF A GRAVELED DRIVE
 LX3009'LEADING EAST.
 LX3009'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3009
 LX3009                          STATION RECOVERY (2003)
 LX3009
 LX3009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3009'FROM MY NOTES AND THE PICTURE OF THE STATION I THINK THAT THIS STATION
 LX3009'HAS A TYPO OF THE DISK NUMBER. THE NUMBER ON THE  DISK IS 5353 NOT
 LX3009'5253. PICTURE IS ON THE GEOCACHE BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3368 ***********************************************************************
 LX3368  DESIGNATION -  526
 LX3368  PID         -  LX3368
 LX3368  STATE/COUNTY-  CT/NEW LONDON
 LX3368  USGS QUAD   -  FITCHVILLE (1983)
 LX3368
 LX3368                         *CURRENT SURVEY CONTROL
 LX3368  ___________________________________________________________________
 LX3368* NAD 83(1986)-  41 30 12.     (N)    072 12 10.     (W)     SCALED    
 LX3368* NAVD 88     -       143.768  (meters)     471.68   (feet)  ADJUSTED  
 LX3368  ___________________________________________________________________
 LX3368  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX3368  DYNAMIC HT  -         143.715 (meters)     471.50  (feet)  COMP
 LX3368  MODELED GRAV-     980,252.4   (mgal)                       NAVD 88
 LX3368
 LX3368  VERT ORDER  -  FIRST     CLASS II
 LX3368
 LX3368.The horizontal coordinates were scaled from a topographic map and have
 LX3368.an estimated accuracy of +/- 6 seconds.
 LX3368
 LX3368.The orthometric height was determined by differential leveling
 LX3368.and adjusted by the National Geodetic Survey in June 1991..
 LX3368
 LX3368.The geoid height was determined by GEOID03.
 LX3368
 LX3368.The dynamic height is computed by dividing the NAVD 88
 LX3368.geopotential number by the normal gravity value computed on the
 LX3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3368.degrees latitude (g = 980.6199 gals.).
 LX3368
 LX3368.The modeled gravity was interpolated from observed gravity values.
 LX3368
 LX3368;                    North         East    Units  Estimated Accuracy
 LX3368;SPC CT       -   226,950.      350,490.      MT  (+/- 180 meters Scaled)
 LX3368
 LX3368                          SUPERSEDED SURVEY CONTROL
 LX3368
 LX3368.No superseded survey control is available for this station.
 LX3368
 LX3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL334984(NAD 83)
 LX3368_MARKER: DD = SURVEY DISK
 LX3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3368_SP_SET: CONCRETE POST
 LX3368_STAMPING: 526
 LX3368_MARK LOGO: CTGS  
 LX3368_PROJECTION: PROJECTING 8 CENTIMETERS
 LX3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3368+STABILITY: SURFACE MOTION
 LX3368
 LX3368  HISTORY     - Date     Condition        Report By
 LX3368  HISTORY     - 1936     MONUMENTED       CTGS
 LX3368  HISTORY     - 1986     GOOD             NGS
 LX3368  HISTORY     - 19901129 GOOD             USPSQD
 LX3368
 LX3368                          STATION DESCRIPTION
 LX3368
 LX3368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3368'0.2 KM (0.1 MI) NORTH FROM MONTVILLE.
 LX3368'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 163 FROM THE JUNCTION OF
 LX3368'STATE HIGHWAY 82 IN MONTVILLE TO THE MARK ON THE RIGHT, ON TOP OF A
 LX3368'HIGH BANK, 12.65 METERS (41.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX3368'HIGHWAY (SLOPE MEASUREMENT), 16.76 METERS (55.0 FT) NORTHEAST OF
 LX3368'UTILITY POLE NO. 7176 WITH ONE GUY WIRE. NOTE--MARK IS LEANING
 LX3368'SLIGHTLY TO THE SOUTHEAST BUT IS SOLID IN PLACE.
 LX3368'THE MARK IS 0.24 METERS  NW FROM  A WITNESS POST
 LX3368'THE MARK IS 1.83 M ABOVE HIGHWAY.
 LX3368
 LX3368                          STATION RECOVERY (1990)
 LX3368
 LX3368'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2436 ***********************************************************************
 LX2436  DESIGNATION -  5274
 LX2436  PID         -  LX2436
 LX2436  STATE/COUNTY-  CT/NEW HAVEN
 LX2436  USGS QUAD   -  MERIDEN (1992)
 LX2436
 LX2436                         *CURRENT SURVEY CONTROL
 LX2436  ___________________________________________________________________
 LX2436* NAD 83(1986)-  41 32 58.     (N)    072 48 32.     (W)     SCALED    
 LX2436* NAVD 88     -        61.947  (meters)     203.24   (feet)  ADJUSTED  
 LX2436  ___________________________________________________________________
 LX2436  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2436  DYNAMIC HT  -          61.928 (meters)     203.18  (feet)  COMP
 LX2436  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 LX2436
 LX2436  VERT ORDER  -  FIRST     CLASS II
 LX2436
 LX2436.The horizontal coordinates were scaled from a topographic map and have
 LX2436.an estimated accuracy of +/- 6 seconds.
 LX2436
 LX2436.The orthometric height was determined by differential leveling
 LX2436.and adjusted by the National Geodetic Survey in June 1991..
 LX2436
 LX2436.The geoid height was determined by GEOID03.
 LX2436
 LX2436.The dynamic height is computed by dividing the NAVD 88
 LX2436.geopotential number by the normal gravity value computed on the
 LX2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2436.degrees latitude (g = 980.6199 gals.).
 LX2436
 LX2436.The modeled gravity was interpolated from observed gravity values.
 LX2436
 LX2436;                    North         East    Units  Estimated Accuracy
 LX2436;SPC CT       -   231,930.      299,890.      MT  (+/- 180 meters Scaled)
 LX2436
 LX2436                          SUPERSEDED SURVEY CONTROL
 LX2436
 LX2436.No superseded survey control is available for this station.
 LX2436
 LX2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM827020(NAD 83)
 LX2436_MARKER: DD = SURVEY DISK
 LX2436_SETTING: 66 = SET IN ROCK OUTCROP
 LX2436_SP_SET: ROCK CUT
 LX2436_STAMPING: 5274
 LX2436_MARK LOGO: CTGS  
 LX2436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2436+STABILITY: POSITION/ELEVATION WELL
 LX2436
 LX2436  HISTORY     - Date     Condition        Report By
 LX2436  HISTORY     - 1977     MONUMENTED       CTGS
 LX2436  HISTORY     - 1985     GOOD             NGS
 LX2436
 LX2436                          STATION DESCRIPTION
 LX2436
 LX2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2436'IN MERIDEN.
 LX2436'IN MERIDEN, 0.4 KM (0.25 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE
 LX2436'OVERPASS FOR STATE HIGHWAY 71 (CHAMBERLAIN HIGHWAY) TO THE MARK ON THE
 LX2436'LEFT, ON TOP OF A ROCK CUT, 20.11 METERS (66.0 FT) NORTH-NORTHEAST OF
 LX2436'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 8.84 METERS
 LX2436'(29.0 FT) SOUTH-SOUTHWEST OF A CHAIN LINK FENCE.
 LX2436'THE MARK IS 7.62 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2437 ***********************************************************************
 LX2437  DESIGNATION -  5275
 LX2437  PID         -  LX2437
 LX2437  STATE/COUNTY-  CT/NEW HAVEN
 LX2437  USGS QUAD   -  MERIDEN (1992)
 LX2437
 LX2437                         *CURRENT SURVEY CONTROL
 LX2437  ___________________________________________________________________
 LX2437* NAD 83(1986)-  41 32 58.     (N)    072 48 13.     (W)     SCALED    
 LX2437* NAVD 88     -        45.930  (meters)     150.69   (feet)  ADJUSTED  
 LX2437  ___________________________________________________________________
 LX2437  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2437  DYNAMIC HT  -          45.916 (meters)     150.64  (feet)  COMP
 LX2437  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 LX2437
 LX2437  VERT ORDER  -  FIRST     CLASS II
 LX2437
 LX2437.The horizontal coordinates were scaled from a topographic map and have
 LX2437.an estimated accuracy of +/- 6 seconds.
 LX2437
 LX2437.The orthometric height was determined by differential leveling
 LX2437.and adjusted by the National Geodetic Survey in June 1991..
 LX2437
 LX2437.The geoid height was determined by GEOID03.
 LX2437
 LX2437.The dynamic height is computed by dividing the NAVD 88
 LX2437.geopotential number by the normal gravity value computed on the
 LX2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2437.degrees latitude (g = 980.6199 gals.).
 LX2437
 LX2437.The modeled gravity was interpolated from observed gravity values.
 LX2437
 LX2437;                    North         East    Units  Estimated Accuracy
 LX2437;SPC CT       -   231,930.      300,330.      MT  (+/- 180 meters Scaled)
 LX2437
 LX2437                          SUPERSEDED SURVEY CONTROL
 LX2437
 LX2437.No superseded survey control is available for this station.
 LX2437
 LX2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM831020(NAD 83)
 LX2437_MARKER: DD = SURVEY DISK
 LX2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2437_SP_SET: CONCRETE POST
 LX2437_STAMPING: 5275
 LX2437_MARK LOGO: CTGS  
 LX2437_PROJECTION: RECESSED 5 CENTIMETERS
 LX2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2437+STABILITY: SURFACE MOTION
 LX2437
 LX2437  HISTORY     - Date     Condition        Report By
 LX2437  HISTORY     - 1977     MONUMENTED       CTGS
 LX2437  HISTORY     - 1985     GOOD             NGS
 LX2437
 LX2437                          STATION DESCRIPTION
 LX2437
 LX2437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2437'IN MERIDEN.
 LX2437'IN MERIDEN, 0.3 KM (0.15 MI) NORTHEAST ALONG LEWIS AVENUE FROM THE
 LX2437'STATE HIGHWAY 66 OVERPASS TO THE MARK ON THE LEFT, 7.31 METERS (24.0
 LX2437'FT) NORTHWEST OF THE CENTERLINE OF LEWIS AVENUE, 28.28 METERS (92.8
 LX2437'FT) NORTH-NORTHEAST OF UTILITY POLE 2670 WITH STREET LAMP AND
 LX2437'TRANSFORMER, 4.54 METERS (14.9 FT) NORTH-NORTHEAST OF A FIRE HYDRANT,
 LX2437'0.46 METER (1.5 FT) NORTHWEST OF THE LEWIS AVENUE CURB.
 LX2437'THE MARK IS 0.18 M ABOVE LEWIS AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0703 ***********************************************************************
 LX0703  DESIGNATION -  527.83
 LX0703  PID         -  LX0703
 LX0703  STATE/COUNTY-  CT/LITCHFIELD
 LX0703  USGS QUAD   -  CORNWALL (1984)
 LX0703
 LX0703                         *CURRENT SURVEY CONTROL
 LX0703  ___________________________________________________________________
 LX0703* NAD 83(1986)-  41 52 18.     (N)    073 21 42.     (W)     SCALED    
 LX0703* NAVD 88     -       160.595  (meters)     526.89   (feet)  ADJUSTED  
 LX0703  ___________________________________________________________________
 LX0703  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0703  DYNAMIC HT  -         160.539 (meters)     526.70  (feet)  COMP
 LX0703  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LX0703
 LX0703  VERT ORDER  -  SECOND    CLASS 0
 LX0703
 LX0703.The horizontal coordinates were scaled from a topographic map and have
 LX0703.an estimated accuracy of +/- 6 seconds.
 LX0703
 LX0703.The orthometric height was determined by differential leveling
 LX0703.and adjusted by the National Geodetic Survey in June 1991..
 LX0703
 LX0703.The geoid height was determined by GEOID03.
 LX0703
 LX0703.The dynamic height is computed by dividing the NAVD 88
 LX0703.geopotential number by the normal gravity value computed on the
 LX0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0703.degrees latitude (g = 980.6199 gals.).
 LX0703
 LX0703.The modeled gravity was interpolated from observed gravity values.
 LX0703
 LX0703;                    North         East    Units  Estimated Accuracy
 LX0703;SPC CT       -   267,900.      254,020.      MT  (+/- 180 meters Scaled)
 LX0703
 LX0703                          SUPERSEDED SURVEY CONTROL
 LX0703
 LX0703  NGVD 29 (??/??/92)  160.82   (m)          527.6    (f) COMPUTED    2 0
 LX0703
 LX0703.Superseded values are not recommended for survey control.
 LX0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0703.See file dsdata.txt to determine how the superseded data were derived.
 LX0703
 LX0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM359368(NAD 83)
 LX0703_MARKER: Q = CHISELED SQUARE
 LX0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0703_SP_SET: ABUTMENT
 LX0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0703
 LX0703  HISTORY     - Date     Condition        Report By
 LX0703  HISTORY     - UNK      MONUMENTED       USGS
 LX0703  HISTORY     - 1935     GOOD             NGS
 LX0703  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0703
 LX0703                          STATION DESCRIPTION
 LX0703
 LX0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0703'AT WEST CORNWALL.
 LX0703'AT WEST CORNWALL, LITCHFIELD COUNTY, ON THE NEW YORK, NEW
 LX0703'HAVEN AND HARTFORD RAILROAD, 360 FEET NORTH OF THE STATION,
 LX0703'AT 28-FOOT PLATE-GIRDER BRIDGE NO. 69.96, IN THE WEST SIDE OF
 LX0703'THE NORTH ABUTMENT, ON THE SOUTHWEST CORNER OF THE END STONE
 LX0703'OF THE SECOND COURSE FROM THE TOP, 19 FEET WEST OF THE WEST
 LX0703'RAIL, AND 4 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE.
 LX0703
 LX0703                          STATION RECOVERY (1984)
 LX0703
 LX0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0703'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3193 ***********************************************************************
 LX3193  DESIGNATION -  5302
 LX3193  PID         -  LX3193
 LX3193  STATE/COUNTY-  CT/WINDHAM
 LX3193  USGS QUAD   -  HAMPTON (1984)
 LX3193
 LX3193                         *CURRENT SURVEY CONTROL
 LX3193  ___________________________________________________________________
 LX3193* NAD 83(1996)-  41 52 09.     (N)    072 00 16.     (W)     SCALED    
 LX3193* NAVD 88     -       159.142  (meters)     522.12   (feet)  ADJUSTED  
 LX3193  ___________________________________________________________________
 LX3193  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX3193  DYNAMIC HT  -         159.087 (meters)     521.94  (feet)  COMP
 LX3193  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LX3193
 LX3193  VERT ORDER  -  FIRST     CLASS II
 LX3193
 LX3193.The horizontal coordinates were scaled from a topographic map and have
 LX3193.an estimated accuracy of +/- 6 seconds.
 LX3193
 LX3193.The orthometric height was determined by differential leveling
 LX3193.and adjusted by the National Geodetic Survey in June 1991..
 LX3193
 LX3193.The geoid height was determined by GEOID03.
 LX3193
 LX3193.The dynamic height is computed by dividing the NAVD 88
 LX3193.geopotential number by the normal gravity value computed on the
 LX3193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3193.degrees latitude (g = 980.6199 gals.).
 LX3193
 LX3193.The modeled gravity was interpolated from observed gravity values.
 LX3193
 LX3193;                    North         East    Units  Estimated Accuracy
 LX3193;SPC CT       -   267,710.      366,700.      MT  (+/- 180 meters Scaled)
 LX3193
 LX3193                          SUPERSEDED SURVEY CONTROL
 LX3193
 LX3193  NGVD 29 (07/19/86)  158.8    (m)          521.     (f) VERT ANG       
 LX3193
 LX3193.Superseded values are not recommended for survey control.
 LX3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3193.See file dsdata.txt to determine how the superseded data were derived.
 LX3193
 LX3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM486395(NAD 83)
 LX3193_MARKER: DD = SURVEY DISK
 LX3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3193_SP_SET: CONCRETE POST
 LX3193_STAMPING: 5302
 LX3193_MARK LOGO: CTGS  
 LX3193_PROJECTION: RECESSED 5 CENTIMETERS
 LX3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3193+STABILITY: SURFACE MOTION
 LX3193
 LX3193  HISTORY     - Date     Condition        Report By
 LX3193  HISTORY     - 1977     MONUMENTED       CTGS
 LX3193  HISTORY     - 1986     GOOD             NGS
 LX3193  HISTORY     - 19961020 GOOD             USPSQD
 LX3193  HISTORY     - 20030424 GOOD             INDIV
 LX3193
 LX3193                          STATION DESCRIPTION
 LX3193
 LX3193'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1977 (RCJ)
 LX3193'THE STATION IS LOCATED 7-1/2 MILES NORTHWEST OF DANIELSON, 6
 LX3193'MILES SOUTHWEST OF PUTNAM, AND 3/4 MILES NORTHEAST OF ABINGTON.
 LX3193'
 LX3193'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 44, HARTFORD
 LX3193'TURNPIKE, AND STATE ROUTE 97, YE OLD WINDHAM ROAD, IN ABINGTON,
 LX3193'GO NORTH ON STATE ROUTE 97 FOR 0.65 MILES TO THE STATION ON THE
 LX3193'RIGHT, SOUTH.
 LX3193'
 LX3193'THE STATION MARK STAMPED---5302---, IS A CONNECTICUT GEODETIC
 LX3193'SURVEY BRASS DISK,SET IN THE TOP OF A REINFORCED CONCRETE
 LX3193'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3193'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 63.7 FEET
 LX3193'SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 110,
 LX3193'37.2 FEET EAST OF
 LX3193'OF AN 18 INCH MAPLE TREE, 17.5 FEET NORTHWEST OF A 20
 LX3193'INCH MAPLE TREE, 19 FEET SOUTH OF THE CENTERLINE OF STATE
 LX3193'ROUTE 97.
 LX3193'
 LX3193'THE STATION MARK STAMPED---2181---, IS A CONNCETICUT GEODETIC
 LX3193'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3193'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3193'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.4 MILES EAST
 LX3193'OF THE STATION ALONG STATE ROUTE 97 TO THE STATION ON THE RIGHT,
 LX3193'SOUTH, 80.7 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3193'POLE 94, 78.7 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3193'POLE 94S, 28 FEET EAST OF THE CENTERLINE OF A GRAVEL DRIVE,
 LX3193'52.6 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 95
 LX3193'AND 16 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 97.
 LX3193'
 LX3193'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX3193'PIN, 3/4 OF AN INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET
 LX3193'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS 85.3 FEET SOUTH-
 LX3193'EAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 110, 26 FEET SOUTH
 LX3193'OF THE CENTERLINE OF STATE ROUTE 97 AND 3.5 FEET SOUTHEAST
 LX3193'OF A 20 INCH MAPLE TREE.
 LX3193'
 LX3193'REFERENCE MARK 1 STAMPED---2180---, IS A CONNECTICUT GEODETIC
 LX3193'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3193'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3193'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 41.1 FEET
 LX3193'SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 110, 19 FEET
 LX3193'SOUTH OF THE CENTERLINE OF STATE ROUTE 97 AND 33.5 FEET WEST
 LX3193'OF AN 18 INCH MAPLE TREE.
 LX3193'
 LX3193'THE STATION MARK STAMPED---5303---, IS A CONNECTICUT GEODETIC
 LX3193'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3193'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3193'2 INCHES BELOW THE SURFACE OF THE GROUND . IT IS 0.1 MILES WEST
 LX3193'OF THE STATION ALONG STATE ROUTE 97 TO THE STATION ON THE RIGHT
 LX3193'NORTHWEST, 102.8 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX3193'TELEPHONE
 LX3193'POLE 115, 79.8 FEET NORTHWEST OF SOUTHERN NEW ENGLAND
 LX3193'TELEPHONE POLE 114 AND 17 FEET NORTHWEST OF THE CENTERLINE OF
 LX3193'TAFT POND ROAD.
 LX3193'
 LX3193'REFERENCE POINT 2---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX3193'PIN, 3/4 OF AN INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET
 LX3193'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 51.9 FEET EAST
 LX3193'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 110, 42,3 FEET NORTH-
 LX3193'WEST OF A 20 INCH MAPLE TREE AND 16 FEET NORTH OF THE
 LX3193'CENTERLINE OF STATE ROUTE 97.
 LX3193'
 LX3193'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX3193'
 LX3193'DESCRIBED BY R.C.JORDAN.
 LX3193
 LX3193                          STATION RECOVERY (1986)
 LX3193
 LX3193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3193'1.1 KM (0.7 MI) NORTH FROM ABINGTON.
 LX3193'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LX3193'HIGHWAY 44 IN ABINGTON TO THE MARK ON THE RIGHT, 5.79 METERS (19.0
 LX3193'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.82 METERS (71.6 FT)
 LX3193'NORTHEAST OF BENCH MARK 2180 CTGS WHICH IS DESCRIBED, 19.42 METERS
 LX3193'(63.7 FT) EAST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 110.
 LX3193'THE MARK IS 1.1 METERS  NW FROM  A WITNESS POST
 LX3193'THE MARK IS 0.20 M ABOVE HIGHWAY.
 LX3193
 LX3193                          STATION RECOVERY (1996)
 LX3193
 LX3193'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3193'RECOVERED IN GOOD CONDITION.
 LX3193
 LX3193                          STATION RECOVERY (2003)
 LX3193
 LX3193'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1669 ***********************************************************************
 LW1669  DESIGNATION -  5306
 LW1669  PID         -  LW1669
 LW1669  STATE/COUNTY-  CT/WINDHAM
 LW1669  USGS QUAD   -  PUTNAM (1970)
 LW1669
 LW1669                         *CURRENT SURVEY CONTROL
 LW1669  ___________________________________________________________________
 LW1669* NAD 83(1996)-  41 58 33.     (N)    071 59 29.     (W)     SCALED    
 LW1669* NAVD 88     -       166.450  (meters)     546.09   (feet)  ADJUSTED  
 LW1669  ___________________________________________________________________
 LW1669  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW1669  DYNAMIC HT  -         166.395 (meters)     545.91  (feet)  COMP
 LW1669  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 LW1669
 LW1669  VERT ORDER  -  FIRST     CLASS II
 LW1669
 LW1669.The horizontal coordinates were scaled from a topographic map and have
 LW1669.an estimated accuracy of +/- 6 seconds.
 LW1669
 LW1669.The orthometric height was determined by differential leveling
 LW1669.and adjusted by the National Geodetic Survey in June 1991..
 LW1669
 LW1669.The geoid height was determined by GEOID03.
 LW1669
 LW1669.The dynamic height is computed by dividing the NAVD 88
 LW1669.geopotential number by the normal gravity value computed on the
 LW1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1669.degrees latitude (g = 980.6199 gals.).
 LW1669
 LW1669.The modeled gravity was interpolated from observed gravity values.
 LW1669
 LW1669;                    North         East    Units  Estimated Accuracy
 LW1669;SPC CT       -   279,570.      367,680.      MT  (+/- 180 meters Scaled)
 LW1669
 LW1669                          SUPERSEDED SURVEY CONTROL
 LW1669
 LW1669  NGVD 29 (07/19/86)  166.7    (m)          547.     (f) VERT ANG       
 LW1669
 LW1669.Superseded values are not recommended for survey control.
 LW1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1669.See file dsdata.txt to determine how the superseded data were derived.
 LW1669
 LW1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG521514(NAD 83)
 LW1669_MARKER: DD = SURVEY DISK
 LW1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1669_SP_SET: CONCRETE POST
 LW1669_STAMPING: 5306
 LW1669_MARK LOGO: CTGS  
 LW1669_PROJECTION: RECESSED 8 CENTIMETERS
 LW1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1669+STABILITY: SURFACE MOTION
 LW1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1669+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 LW1669
 LW1669  HISTORY     - Date     Condition        Report By
 LW1669  HISTORY     - 1977     MONUMENTED       CTGS
 LW1669  HISTORY     - 1984     GOOD             NGS
 LW1669  HISTORY     - 1986     GOOD             NGS
 LW1669  HISTORY     - 19961207 GOOD             USPSQD
 LW1669  HISTORY     - 20050521 GOOD             GEOCAC
 LW1669
 LW1669                          STATION DESCRIPTION
 LW1669
 LW1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1669'1.9 KM (1.2 MI) SOUTH FROM NORTH WOODSTOCK.
 LW1669'1.9 KM (1.2 MI) SOUTH ALONG STATE HIGHWAY 169 FROM THE JUNCTION OF
 LW1669'STATE HIGHWAY 197 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT, ALSO
 LW1669'3.0 KM (1.9 MI) NORTH ALONG HIGHWAY 169 FROM THE POST OFFICE IN
 LW1669'WOODSTOCK, 5.33 METERS (17.5 FT) EAST OF THE CENTERLINE OF THE
 LW1669'HIGHWAY, 17.06 METERS (56.0 FT) SOUTH OF POWER POLE 3854, 2.74 METERS
 LW1669'(9.0 FT) WEST OF A ROCK FENCE.
 LW1669'THE MARK IS 0.18 METERS  S FROM A WITNESS POST.
 LW1669'THE MARK IS 0.18 M BELOW HIGHWAY.
 LW1669
 LW1669                          STATION RECOVERY (1986)
 LW1669
 LW1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1669'RECOVERED IN GOOD CONDITION.
 LW1669
 LW1669                          STATION RECOVERY (1996)
 LW1669
 LW1669'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1669'RECOVERED IN GOOD CONDITION.
 LW1669
 LW1669                          STATION RECOVERY (2005)
 LW1669
 LW1669'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1669'STATION IS 7.5 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2998 ***********************************************************************
 LX2998  DESIGNATION -  5349
 LX2998  PID         -  LX2998
 LX2998  STATE/COUNTY-  CT/WINDHAM
 LX2998  USGS QUAD   -  WESTFORD (1983)
 LX2998
 LX2998                         *CURRENT SURVEY CONTROL
 LX2998  ___________________________________________________________________
 LX2998* NAD 83(1996)-  41 56 54.     (N)    072 11 31.     (W)     SCALED    
 LX2998* NAVD 88     -       308.216  (meters)    1011.21   (feet)  ADJUSTED  
 LX2998  ___________________________________________________________________
 LX2998  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2998  DYNAMIC HT  -         308.114 (meters)    1010.87  (feet)  COMP
 LX2998  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX2998
 LX2998  VERT ORDER  -  FIRST     CLASS II
 LX2998
 LX2998.The horizontal coordinates were scaled from a topographic map and have
 LX2998.an estimated accuracy of +/- 6 seconds.
 LX2998
 LX2998.The orthometric height was determined by differential leveling
 LX2998.and adjusted by the National Geodetic Survey in June 1991..
 LX2998
 LX2998.The geoid height was determined by GEOID03.
 LX2998
 LX2998.The dynamic height is computed by dividing the NAVD 88
 LX2998.geopotential number by the normal gravity value computed on the
 LX2998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2998.degrees latitude (g = 980.6199 gals.).
 LX2998
 LX2998.The modeled gravity was interpolated from observed gravity values.
 LX2998
 LX2998;                    North         East    Units  Estimated Accuracy
 LX2998;SPC CT       -   276,380.      351,070.      MT  (+/- 180 meters Scaled)
 LX2998
 LX2998                          SUPERSEDED SURVEY CONTROL
 LX2998
 LX2998  NGVD 29 (07/19/86)  309.0    (m)         1014.     (f) VERT ANG       
 LX2998
 LX2998.Superseded values are not recommended for survey control.
 LX2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2998.See file dsdata.txt to determine how the superseded data were derived.
 LX2998
 LX2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327478(NAD 83)
 LX2998_MARKER: DD = SURVEY DISK
 LX2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2998_SP_SET: CONCRETE POST
 LX2998_STAMPING: 5349
 LX2998_MARK LOGO: CTGS  
 LX2998_PROJECTION: FLUSH
 LX2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2998+STABILITY: SURFACE MOTION
 LX2998
 LX2998  HISTORY     - Date     Condition        Report By
 LX2998  HISTORY     - 1977     MONUMENTED       CTGS
 LX2998  HISTORY     - 1986     GOOD             NGS
 LX2998  HISTORY     - 20030927 GOOD             INDIV
 LX2998
 LX2998                          STATION DESCRIPTION
 LX2998
 LX2998'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1977 (RCJ)
 LX2998'THE STATION IS LOCATED 6 MILES NORTHEAST OF WILLINGTON, 4-1/2
 LX2998'MILES WEST OF NORTH ASHFORD AND 1-3/4 MILES NORTHWEST OF
 LX2998'WESTFORD.
 LX2998'
 LX2998'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 15,
 LX2998'WILBUR CROSS HIGHWAY, AND STATE ROUTE 89, FISH POINT ROAD, IN
 LX2998'ASHFORD GO SOUTHEAST AND SOUTH ON STATE ROUTE 89 FOR 0.83 MILES
 LX2998'TO THE STATION ON THE RIGHT, NORTHWEST.
 LX2998'
 LX2998'THE STATION MARK STAMPED---5349---, IS A CONNECTICUT GEODETIC
 LX2998'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2998'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX2998'FLUSH WITH THE SURFACE OF THE GROUND, ON A 4 FOOT HIGH BANK.  IT IS
 LX2998'117.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 LX2998'BARN, 71.3 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX2998'POLE 2057, 21 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE
 LX2998'89 AND 14 FEET SOUTHEAST OF THE CENTERLINE OF A STONE WALL.
 LX2998'
 LX2998'THE STATION MARK STAMPED---5351---, IS A CONNECTICUT GEODETIC
 LX2998'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2998'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 2
 LX2998'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.22 MILES
 LX2998'SOUTHWEST OF THE STATION ALONG STATE ROUTE 89 TO THE STATION ON
 LX2998'THE LEFT, EAST, 20.9 FEET WEST OF A 10 INCH MAPLE TREE, 16.1
 LX2998'FEET NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2396, 17 FEET
 LX2998'OF THE CENTERLINE OF STATE ROUTE 89 AND 77 FEET SOUTH OF THE
 LX2998'EXTENDED CENTERLINE OF A GRAVEL DRIVE.
 LX2998'
 LX2998'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2998'HEAD BRASS BOLT IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2998'IN A 3 FOOT BY 2 FOOT BOULDER.  THE TOP IS 6 INCHES ABOVE THE
 LX2998'SURFACE OF THE GROUND.  IT IS 31.6 FEET NORTHEAST OF SOUTHERN
 LX2998'NEW ENGLAND TELEPHONE POLE 2057, 21 FEET WEST OF THE CENTERLINE
 LX2998'OF STATE ROUTE 89 AND 12 FEET EAST OF THE CENTERLINE OF A
 LX2998'STONE WALL.
 LX2998'
 LX2998'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2998'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2998'TRIANGLE IN A 2 FOOT BY 1 FOOT BOULDER THAT IS A BASE STONE OF
 LX2998'A STONE WALL.  IT IS 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 LX2998'IT IS 66.7 FEET NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX2998'2057 AND 34 FEET WEST OF THE CENTERLINE OF STATE ROUTE 89.
 LX2998'
 LX2998'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2998'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2998'TRIANGLE IN A 1 FOOT BY 1 FOOT BASE STONE OF A STONE WALL.  THE
 LX2998'TOP IS 1 FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS 87.0 FEET
 LX2998'NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2057 AND 34
 LX2998'FEET WEST
 LX2998'OF THE CENTERLINE OF STATE ROUTE 89.
 LX2998'
 LX2998'THE STATION MARK STAMPED---5350---, IS A CONNECTICUT GEODETIC
 LX2998'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2998'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 2
 LX2998'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.14 MILES
 LX2998'NORTHEAST OF THE STATION ALONG STATE ROUTE 89 TO THE STATION ON
 LX2998'THE RIGHT, EAST, 81.8 FEET SOUTH OF SOUTHERN NEW ENGLAND
 LX2998'TELEPHONE POLE 1942, 15 FEET EAST OF THE CENTERLINE OF STATE
 LX2998'ROUTE 89, 2.4 FEET EAST OF A WIRE ROPE RAILING AND 8 FEET WEST
 LX2998'OF A BARBED WIRE FENCE.
 LX2998'
 LX2998'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.1 METERS.
 LX2998'
 LX2998'DESCRIBED BY R.C. JORDAN.
 LX2998
 LX2998                          STATION RECOVERY (1986)
 LX2998
 LX2998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2998'6.9 KM (4.3 MI) WEST FROM UNION.
 LX2998'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2998'CHURCH OF UNION IN UNION, THENCE 2.25 KM (1.4 MI) SOUTH ALONG STATE
 LX2998'HIGHWAY 89 TO THE MARK ON THE RIGHT.  IT IS 6.40 METERS (21.0 FT)
 LX2998'NORTHWEST OF THE CENTERLINE OF HIGHWAY, 31.39 METERS (103.0 FT) SOUTH
 LX2998'OF EXTENDED CENTERLINE OF A PAVED DRIVE LEADING NORTHWEST AND 21.73
 LX2998'METERS (71.3 FT) NORTHEAST OF SNET POLE NO. 2057 WITH TWO GUY WIRES.
 LX2998'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2998'THE MARK IS 1.22 M ABOVE HIGHWAY.
 LX2998
 LX2998                          STATION RECOVERY (2003)
 LX2998
 LX2998'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2997 ***********************************************************************
 LX2997  DESIGNATION -  5350
 LX2997  PID         -  LX2997
 LX2997  STATE/COUNTY-  CT/WINDHAM
 LX2997  USGS QUAD   -  WESTFORD (1983)
 LX2997
 LX2997                         *CURRENT SURVEY CONTROL
 LX2997  ___________________________________________________________________
 LX2997* NAD 83(1986)-  41 57 05.     (N)    072 11 29.     (W)     SCALED    
 LX2997* NAVD 88     -       297.263  (meters)     975.27   (feet)  ADJUSTED  
 LX2997  ___________________________________________________________________
 LX2997  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2997  DYNAMIC HT  -         297.165 (meters)     974.95  (feet)  COMP
 LX2997  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LX2997
 LX2997  VERT ORDER  -  FIRST     CLASS II
 LX2997
 LX2997.The horizontal coordinates were scaled from a topographic map and have
 LX2997.an estimated accuracy of +/- 6 seconds.
 LX2997
 LX2997.The orthometric height was determined by differential leveling
 LX2997.and adjusted by the National Geodetic Survey in June 1991..
 LX2997
 LX2997.The geoid height was determined by GEOID03.
 LX2997
 LX2997.The dynamic height is computed by dividing the NAVD 88
 LX2997.geopotential number by the normal gravity value computed on the
 LX2997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2997.degrees latitude (g = 980.6199 gals.).
 LX2997
 LX2997.The modeled gravity was interpolated from observed gravity values.
 LX2997
 LX2997;                    North         East    Units  Estimated Accuracy
 LX2997;SPC CT       -   276,720.      351,120.      MT  (+/- 180 meters Scaled)
 LX2997
 LX2997                          SUPERSEDED SURVEY CONTROL
 LX2997
 LX2997.No superseded survey control is available for this station.
 LX2997
 LX2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327481(NAD 83)
 LX2997_MARKER: DD = SURVEY DISK
 LX2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2997_SP_SET: CONCRETE POST
 LX2997_STAMPING: 5350
 LX2997_MARK LOGO: CTGS  
 LX2997_PROJECTION: RECESSED 12 CENTIMETERS
 LX2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2997+STABILITY: SURFACE MOTION
 LX2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2997+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 LX2997
 LX2997  HISTORY     - Date     Condition        Report By
 LX2997  HISTORY     - 1977     MONUMENTED       CTGS
 LX2997  HISTORY     - 1986     GOOD             NGS
 LX2997  HISTORY     - 20050517 GOOD             GEOCAC
 LX2997
 LX2997                          STATION DESCRIPTION
 LX2997
 LX2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2997'6.6 KM (4.1 MI) WEST FROM UNION.
 LX2997'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2997'CHURCH OF UNION IN UNION, THENCE 1.93 KM (1.2 MI) SOUTH ALONG STATE
 LX2997'HIGHWAY 89 TO THE MARK ON THE LEFT.  IT IS 4.66 METERS (15.3 FT) EAST
 LX2997'OF THE CENTERLINE OF HIGHWAY, 24.99 METERS (82.0 FT) SOUTH OF SNET
 LX2997'POLE NO. 1942 AND 0.73 METERS (2.4 FT) EAST OF A WIRE ROPE GUARD RAIL.
 LX2997'THE MARK IS 0.24 METERS  W FROM  A WITNESS POST
 LX2997'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2997
 LX2997                          STATION RECOVERY (2005)
 LX2997
 LX2997'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX2997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2999 ***********************************************************************
 LX2999  DESIGNATION -  5351
 LX2999  PID         -  LX2999
 LX2999  STATE/COUNTY-  CT/WINDHAM
 LX2999  USGS QUAD   -  WESTFORD (1983)
 LX2999
 LX2999                         *CURRENT SURVEY CONTROL
 LX2999  ___________________________________________________________________
 LX2999* NAD 83(1986)-  41 56 45.     (N)    072 11 31.     (W)     SCALED    
 LX2999* NAVD 88     -       302.763  (meters)     993.31   (feet)  ADJUSTED  
 LX2999  ___________________________________________________________________
 LX2999  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX2999  DYNAMIC HT  -         302.663 (meters)     992.99  (feet)  COMP
 LX2999  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 LX2999
 LX2999  VERT ORDER  -  FIRST     CLASS II
 LX2999
 LX2999.The horizontal coordinates were scaled from a topographic map and have
 LX2999.an estimated accuracy of +/- 6 seconds.
 LX2999
 LX2999.The orthometric height was determined by differential leveling
 LX2999.and adjusted by the National Geodetic Survey in June 1991..
 LX2999
 LX2999.The geoid height was determined by GEOID03.
 LX2999
 LX2999.The dynamic height is computed by dividing the NAVD 88
 LX2999.geopotential number by the normal gravity value computed on the
 LX2999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2999.degrees latitude (g = 980.6199 gals.).
 LX2999
 LX2999.The modeled gravity was interpolated from observed gravity values.
 LX2999
 LX2999;                    North         East    Units  Estimated Accuracy
 LX2999;SPC CT       -   276,110.      351,080.      MT  (+/- 180 meters Scaled)
 LX2999
 LX2999                          SUPERSEDED SURVEY CONTROL
 LX2999
 LX2999.No superseded survey control is available for this station.
 LX2999
 LX2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327475(NAD 83)
 LX2999_MARKER: DD = SURVEY DISK
 LX2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2999_SP_SET: CONCRETE POST
 LX2999_STAMPING: 5351
 LX2999_MARK LOGO: CTGS  
 LX2999_PROJECTION: RECESSED 12 CENTIMETERS
 LX2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2999+STABILITY: SURFACE MOTION
 LX2999
 LX2999  HISTORY     - Date     Condition        Report By
 LX2999  HISTORY     - 1977     MONUMENTED       CTGS
 LX2999  HISTORY     - 1986     GOOD             NGS
 LX2999  HISTORY     - 20030927 GOOD             INDIV
 LX2999
 LX2999                          STATION DESCRIPTION
 LX2999
 LX2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2999'8.5 KM (5.3 MI) WEST FROM UNION.
 LX2999'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2999'CHURCH OF UNION IN UNION, THENCE 3.86 KM (2.4 MI) SOUTH ALONG STATE
 LX2999'HIGHWAY 89 TO THE MARK ON THE LEFT.  IT IS 5.58 METERS (18.3 FT) EAST
 LX2999'OF THE CENTERLINE OF HIGHWAY, 27.31 METERS (89.6 FT) SOUTHEAST OF THE
 LX2999'EXTENDED CENTER OF A PAVED DRIVE LEADING WEST TO A BRICK HOUSE AND
 LX2999'5.09 METERS (16.7 FT) NORTH OF SNET POLE NO. 2396.
 LX2999'THE MARK IS 0.40 METERS  W FROM  A WITNESS POST
 LX2999'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2999
 LX2999                          STATION RECOVERY (2003)
 LX2999
 LX2999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3010 ***********************************************************************
 LX3010  DESIGNATION -  5352
 LX3010  PID         -  LX3010
 LX3010  STATE/COUNTY-  CT/WINDHAM
 LX3010  USGS QUAD   -  WESTFORD (1983)
 LX3010
 LX3010                         *CURRENT SURVEY CONTROL
 LX3010  ___________________________________________________________________
 LX3010* NAD 83(1996)-  41 53 04.     (N)    072 09 52.     (W)     SCALED    
 LX3010* NAVD 88     -       149.649  (meters)     490.97   (feet)  ADJUSTED  
 LX3010  ___________________________________________________________________
 LX3010  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX3010  DYNAMIC HT  -         149.599 (meters)     490.81  (feet)  COMP
 LX3010  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 LX3010
 LX3010  VERT ORDER  -  FIRST     CLASS II
 LX3010
 LX3010.The horizontal coordinates were scaled from a topographic map and have
 LX3010.an estimated accuracy of +/- 6 seconds.
 LX3010
 LX3010.The orthometric height was determined by differential leveling
 LX3010.and adjusted by the National Geodetic Survey in June 1991..
 LX3010
 LX3010.The geoid height was determined by GEOID03.
 LX3010
 LX3010.The dynamic height is computed by dividing the NAVD 88
 LX3010.geopotential number by the normal gravity value computed on the
 LX3010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3010.degrees latitude (g = 980.6199 gals.).
 LX3010
 LX3010.The modeled gravity was interpolated from observed gravity values.
 LX3010
 LX3010;                    North         East    Units  Estimated Accuracy
 LX3010;SPC CT       -   269,300.      353,400.      MT  (+/- 180 meters Scaled)
 LX3010
 LX3010                          SUPERSEDED SURVEY CONTROL
 LX3010
 LX3010  NGVD 29 (07/19/86)  150.2    (m)          493.     (f) VERT ANG       
 LX3010
 LX3010.Superseded values are not recommended for survey control.
 LX3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3010.See file dsdata.txt to determine how the superseded data were derived.
 LX3010
 LX3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM352408(NAD 83)
 LX3010_MARKER: DD = SURVEY DISK
 LX3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3010_SP_SET: CONCRETE POST
 LX3010_STAMPING: 5352
 LX3010_MARK LOGO: CTGS  
 LX3010_PROJECTION: FLUSH
 LX3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3010+STABILITY: SURFACE MOTION
 LX3010
 LX3010  HISTORY     - Date     Condition        Report By
 LX3010  HISTORY     - 1977     MONUMENTED       CTGS
 LX3010  HISTORY     - 1986     GOOD             NGS
 LX3010  HISTORY     - 20031001 GOOD             INDIV
 LX3010
 LX3010                          STATION DESCRIPTION
 LX3010
 LX3010'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1977 (RCJ)
 LX3010'THE STATION IS LOCATED 5-1/2 MILES NORTHEAST OF WILLINGTON,
 LX3010'2-1/2 MILES SOUTH OF WESTFORD AND 2-1/4 MILES NORTHWEST OF
 LX3010'ASHFORD.
 LX3010'
 LX3010'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44,
 LX3010'PROVIDENCE TURNPIKE, AND STATE ROUTE 89, WESTFORD ROAD, IN
 LX3010'ASHFORD, GO NORTH ON STATE ROUTE 89 FOR 1.5 MILES TO THE
 LX3010'STATION ON THE RIGHT, EAST.
 LX3010'
 LX3010'THE STATION MARK STAMPED---5352---, IS A CONNECTICUT GEODETIC
 LX3010'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3010'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 1
 LX3010'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 162.7 FEET SOUTH-
 LX3010'EAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 562, 87 FEET SOUTH
 LX3010'OF THE CENTERLINE OF A GRAVEL DRIVE, 21 FEET EAST OF THE
 LX3010'CENTERLINE OF STATE ROUTE 89, 26.0 FEET NORTHWEST OF SOUTHERN
 LX3010'NEW ENGLAND TELEPHONE POLE 561 AND 25.0 FEET SOUTHWEST OF A
 LX3010'10 INCH PINE TREE.
 LX3010'
 LX3010'THE STATION MARK STAMPED---5353---, IS A CONNECTICUT GEODETIC
 LX3010'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3010'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 1
 LX3010'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.2 MILES NORTH
 LX3010'OF THE STATION ALONG STATE ROUTE 89 TO THE STATION ON THE RIGHT,
 LX3010'EAST, 134.2 FEET NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3010'POLE 568, 97 FEET NORTH OF THE CENTERLINE OF A GRAVEL DRIVE,
 LX3010'102.6 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3010'570 AND 20 FEET EAST OF THE CENTERLINE OF STATE ROUTE 89.
 LX3010'
 LX3010'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3010'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A 1 FOOT BY
 LX3010'1/2 FOOT SUNKEN BOULDER.  THE TOP IS FLUSH WITH THE SURFACE OF
 LX3010'THE GROUND.  IT IS 74.0 FEET NORTH OF SOUTHERN NEW ENGLAND
 LX3010'TELEPHONE POLE 561, 43 FEET EAST OF THE CENTERLINE OF STATE
 LX3010'ROUTE 89, 33.3 FEET NORTH OF A 10 INCH PINE TREE AND 40 FEET
 LX3010'SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE.
 LX3010'
 LX3010'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX3010'PIN 3/4 OF AN INCH SQUARE AND 24 INCHES LONG.  THE TOP IS SET 2
 LX3010'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 74 FEET SOUTH OF
 LX3010'THE CENTERLINE OF A GRAVEL DRIVE, 36.2 FEET NORTH OF SOUTHERN
 LX3010'NEW ENGLAND TELEPHONE POLE 561, 33 FEET EAST OF THE CENTERLINE
 LX3010'OF STATE ROUTE 89 AND 5.4 FEET SOUTHWEST OF A 10 INCH PINE
 LX3010'TREE.
 LX3010'
 LX3010'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3010'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A 2 FOOT BY 1
 LX3010'FOOT BOULDER.  THE TOP IS 6 INCHES ABOVE THE SURFACE OF THE
 LX3010'GROUND.  IT IS 61.3 FEET SOUTH OF A 10 INCH PINE TREE, 30 FEET
 LX3010'EAST OF THE CENTERLINE OF STATE ROUTE 89 AND 21.8 FEET SOUTH
 LX3010'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 561.
 LX3010'
 LX3010'THE STATION MARK STAMPED---5354---, IS A CONNECTICUT GEODETIC
 LX3010'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3010'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 1
 LX3010'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.15 MILES SOUTH-
 LX3010'WEST OF THE STATION ALONG STATE ROUTE 89 TO THE STATION ON THE
 LX3010'LEFT, SOUTHEAST, 93.4 FEET NORTHEAST OF SOUTHERN NEW ENGLAND
 LX3010'TELEPHONE POLE 554, 152 FEET NORTHEAST OF THE EXTENDED
 LX3010'CENTERLINE OF A BITUMINOUS DRIVE AND 20 FEET SOUTHEAST OF THE
 LX3010'CENTERLINE OF STATE ROUTE 89.
 LX3010'
 LX3010'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A
 LX3010'CONNECTICUT DEPARTMENT OF TRANSPORTATION BOUNDARY BRONZE DISK,
 LX3010'SET IN THE TOP OF A REINFORCED CONCRETE POST.  THE TOP IS SET 4
 LX3010'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 109.9 FEET
 LX3010'NORTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 561, 100.9
 LX3010'FEET SOUTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 562, 41 FEET
 LX3010'WEST OF THE CENTERLINE OF STATE ROUTE 89 AND 16 FEET SOUTHEAST
 LX3010'OF THE CENTERLINE OF A BITUMINOUS DRIVE.
 LX3010'
 LX3010'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.1 METERS.
 LX3010'
 LX3010'DESCRIBED BY R.C. JORDAN.
 LX3010
 LX3010                          STATION RECOVERY (1986)
 LX3010
 LX3010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3010'2.6 KM (1.6 MI) NORTH FROM ASHFORD.
 LX3010'0.16 KM (0.1 MI) EAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN
 LX3010'ASHFORD TO THE JUNCTION OF STATE HIGHWAY 89, THENCE 2.41 KM (1.5 MI)
 LX3010'NORTH TO THE MARK ON THE RIGHT.  IT IS 6.77 METERS (22.2 FT) EAST OF
 LX3010'THE CENTERLINE OF THE HIGHWAY, 27.07 METERS (88.8 FT) SOUTH OF A
 LX3010'GRAVELED DRIVE LEADING EAST AND 8.23 METERS (27.0 FT) NORTHWEST OF
 LX3010'SNET POLE 561E12 WITH ONE TRANSFORMER.
 LX3010'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX3010'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3010
 LX3010                          STATION RECOVERY (2003)
 LX3010
 LX3010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3010'FROM MY NOTES AND THE PICTURE OF THE STATION I THINK THAT THIS STATION
 LX3010'HAS A TYPO OF THE DISK NUMBER. THE NUMBER ON THE  DISK IS 5353 NOT
 LX3010'5253. PICTURE IS ON THE GEOCACHE BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3005 ***********************************************************************
 LX3005  DESIGNATION -  5355
 LX3005  PID         -  LX3005
 LX3005  STATE/COUNTY-  CT/WINDHAM
 LX3005  USGS QUAD   -  WESTFORD (1983)
 LX3005
 LX3005                         *CURRENT SURVEY CONTROL
 LX3005  ___________________________________________________________________
 LX3005* NAD 83(1996)-  41 55 04.     (N)    072 10 28.     (W)     SCALED    
 LX3005* NAVD 88     -       229.507  (meters)     752.97   (feet)  ADJUSTED  
 LX3005  ___________________________________________________________________
 LX3005  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX3005  DYNAMIC HT  -         229.430 (meters)     752.72  (feet)  COMP
 LX3005  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX3005
 LX3005  VERT ORDER  -  FIRST     CLASS II
 LX3005
 LX3005.The horizontal coordinates were scaled from a topographic map and have
 LX3005.an estimated accuracy of +/- 6 seconds.
 LX3005
 LX3005.The orthometric height was determined by differential leveling
 LX3005.and adjusted by the National Geodetic Survey in June 1991..
 LX3005
 LX3005.The geoid height was determined by GEOID03.
 LX3005
 LX3005.The dynamic height is computed by dividing the NAVD 88
 LX3005.geopotential number by the normal gravity value computed on the
 LX3005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3005.degrees latitude (g = 980.6199 gals.).
 LX3005
 LX3005.The modeled gravity was interpolated from observed gravity values.
 LX3005
 LX3005;                    North         East    Units  Estimated Accuracy
 LX3005;SPC CT       -   273,000.      352,550.      MT  (+/- 180 meters Scaled)
 LX3005
 LX3005                          SUPERSEDED SURVEY CONTROL
 LX3005
 LX3005  NGVD 29 (07/19/86)  230.1    (m)          755.     (f) VERT ANG       
 LX3005
 LX3005.Superseded values are not recommended for survey control.
 LX3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3005.See file dsdata.txt to determine how the superseded data were derived.
 LX3005
 LX3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM343445(NAD 83)
 LX3005_MARKER: DD = SURVEY DISK
 LX3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3005_SP_SET: CONCRETE POST
 LX3005_STAMPING: 5355
 LX3005_MARK LOGO: CTGS  
 LX3005_PROJECTION: FLUSH
 LX3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3005+STABILITY: SURFACE MOTION
 LX3005
 LX3005  HISTORY     - Date     Condition        Report By
 LX3005  HISTORY     - 1977     MONUMENTED       CTGS
 LX3005  HISTORY     - 1986     GOOD             NGS
 LX3005  HISTORY     - 19961117 GOOD             USPSQD
 LX3005  HISTORY     - 20030927 GOOD             INDIV
 LX3005
 LX3005                          STATION DESCRIPTION
 LX3005
 LX3005'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1977 (RCJ)
 LX3005'THE STATION IS LOCATED 5-1/4 MILES NORTHEAST OF WILLINGTON,
 LX3005'5 MILES WEST OF EASTFORD AND 3-1/2 MILES NORTH OF WARRENVILLE.
 LX3005'
 LX3005'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 44,
 LX3005'PROVIDENCE TURNPIKE, AND STATE ROUTE 89, WESTFORD ROAD, IN
 LX3005'ASHFORD, GO NORTH ON STATE ROUTE 89 FOR 3.90 MILES TO THE
 LX3005'STATION ON THE LEFT, NORTHWEST.
 LX3005'
 LX3005'THE STATION MARK STAMPED---5355---, IS A CONNECTICUT GEODETIC
 LX3005'SURVEY BRASS DISK, SET IN A REINFORCED CONCRETE POST, 6 INCHES
 LX3005'BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET FLUSH WITH THE
 LX3005'SURFACE OF THE GROUND.  IT IS 82.4 FEET NORTH OF SOUTHERN NEW
 LX3005'ENGLAND TELEPHONE POLE 660, 59.6 FEET SOUTHWEST OF SOUTHERN
 LX3005'NEW ENGLAND TELEPHONE POLE 2220, 33 FEET NORTHEAST OF THE
 LX3005'CENTERLINE OF A BITUMINOUS DRIVE AND 20 FEET NORTHWEST OF THE
 LX3005'CENTERLINE OF STATE ROUTE 89.
 LX3005'
 LX3005'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A RAIL-
 LX3005'ROAD SPIKE, SET IN A 24 INCH ASH TREE.  IT IS SET 1-1/2 FEET
 LX3005'ABOVE THE SURFACE OF THE GROUND.  IT IS 66 FEET NORTHEAST OF
 LX3005'THE CENTERLINE OF A BITUMINOUS DRIVE, 43.3 FEET WEST OF
 LX3005'SOUTHERN NEW ENGLAND TELEPHONE POLE 2220 AND 23 FEET NORTHWEST
 LX3005'OF THE CENTERLINE OF STATE ROUTE 89.
 LX3005'
 LX3005'THE STATION MARK STAMPED---5356---, IS A CONNECTICUT GEODETIC
 LX3005'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3005'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 1
 LX3005'INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.2 MILES NORTH-
 LX3005'EAST OF THE STATION ALONG STATE ROUTE 89 TO THE STATION ON THE
 LX3005'RIGHT, NORTHEAST.  IT IS 106.0 FEET SOUTHEAST OF SOUTHERN NEW
 LX3005'ENGLAND TELEPHONE POLE 1811, 77.0 FEET NORTHEAST OF SOUTHERN
 LX3005'NEW ENGLAND TELEPHONE POLE 667, 50.6 FEET WEST OF THE NORTH-
 LX3005'WEST CORNER OF A 2 STORY FRAME HOUSE, 31.3 FEET NORTHWEST OF
 LX3005'THE SOUTHWEST CORNER OF THE SAME 2 STORY FRAME HOUSE, 59
 LX3005'FEET SOUTHWEST OF THE CENTERLINE OF BOSTON HOLLOW ROAD AND
 LX3005'23 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 89.
 LX3005'
 LX3005'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3005'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX3005'TRIANGLE IN THE TOP CENTER OF A CATCH BASIN.  IT IS 38.1 FEET
 LX3005'EAST OF A 24 INCH ASH TREE, 16 FEET SOUTHEAST OF THE CENTERLINE
 LX3005'OF STATE ROUTE 89 AND 10.2 FEET SOUTHWEST OF SOUTHERN NEW
 LX3005'ENGLAND TELEPHONE POLE 2220.
 LX3005'
 LX3005'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3005'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN THE TOP OF A
 LX3005'CONNECTICUT BOUNDARY MONUMENT, CAST WITH (CHD) ON THE SIDE OF
 LX3005'IT.  IT IS SET 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 LX3005'36 FEET SOUTH OF THE EXTENDED CENTERLINE OF A BITUMINOUS DRIVE,
 LX3005'26 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 89 AND 8.4
 LX3005'FEET EAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 660.
 LX3005'
 LX3005'THE STATION MARK STAMPED---5357---, IS A CONNECTICUT GEODETIC
 LX3005'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3005'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 1
 LX3005'INCH BELOW THE SURFACE OF THE GROUND. IT IS 0.2 MILES SOUTHWEST
 LX3005'OF THE STATION ALONG STATE ROUTE 89 TO THE STATION ON THE RIGHT,
 LX3005'WEST, 145.2 FEET NORTH OF CONNECTICUT LIGHT AND POWER POLE 542,
 LX3005'79.7 FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 654,
 LX3005'16 FEET WEST OF THE CENTERLINE OF STATE ROUTE 89 AND 13 FEET
 LX3005'NORTHEAST OF THE CENTERLINE OF A BARWAY.
 LX3005'
 LX3005'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX3005'PIN 3/4 OF AN INCH SQUARE AND 48 INCHES LONG.  THE TOP IS
 LX3005'SET FLUSH WITH THE BITUMINOUS PARKING APRON, 71.1 FEET NORTH OF
 LX3005'SOUTHERN NEW ENGLAND TELEPHONE POLE 660, 75.5 FEET SOUTHWEST OF
 LX3005'SOUTHERN NEW ENGLAND TELEPHONE POLE 2220, 49.5 FEET SOUTH OF A
 LX3005'24 INCH ASH TREE AND 24 FEET NORTHWEST OF THE CENTERLINE OF
 LX3005'STATE ROUTE 89.
 LX3005'
 LX3005'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.1 METERS.
 LX3005'
 LX3005'DESCRIBED BY R.C. JORDAN.
 LX3005
 LX3005                          STATION RECOVERY (1986)
 LX3005
 LX3005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3005'13.6 KM (8.45 MI) WEST FROM UNION.
 LX3005'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX3005'CHURCH OF UNION IN UNION, THENCE 8.93 KM (5.55 MI) SOUTH ALONG STATE
 LX3005'HIGHWAY 89 TO THE MARK ON THE RIGHT.  IT IS 6.10 METERS (29.0 FT) WEST
 LX3005'OF THE CENTERLINE OF HIGHWAY, 25.12 METERS (82.4 FT) NORTH OF A SNET
 LX3005'POLE NO. 660 AND 13.20 METERS (43.3 FT) WEST OF SNET POLE NO. 2220.
 LX3005'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3005
 LX3005                          STATION RECOVERY (1996)
 LX3005
 LX3005'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3005'RECOVERED IN GOOD CONDITION.
 LX3005
 LX3005                          STATION RECOVERY (2003)
 LX3005
 LX3005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3004 ***********************************************************************
 LX3004  DESIGNATION -  5356
 LX3004  PID         -  LX3004
 LX3004  STATE/COUNTY-  CT/WINDHAM
 LX3004  USGS QUAD   -  WESTFORD (1983)
 LX3004
 LX3004                         *CURRENT SURVEY CONTROL
 LX3004  ___________________________________________________________________
 LX3004* NAD 83(1986)-  41 55 11.     (N)    072 10 32.     (W)     SCALED    
 LX3004* NAVD 88     -       220.642  (meters)     723.89   (feet)  ADJUSTED  
 LX3004  ___________________________________________________________________
 LX3004  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX3004  DYNAMIC HT  -         220.569 (meters)     723.65  (feet)  COMP
 LX3004  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX3004
 LX3004  VERT ORDER  -  FIRST     CLASS II
 LX3004
 LX3004.The horizontal coordinates were scaled from a topographic map and have
 LX3004.an estimated accuracy of +/- 6 seconds.
 LX3004
 LX3004.The orthometric height was determined by differential leveling
 LX3004.and adjusted by the National Geodetic Survey in June 1991..
 LX3004
 LX3004.The geoid height was determined by GEOID03.
 LX3004
 LX3004.The dynamic height is computed by dividing the NAVD 88
 LX3004.geopotential number by the normal gravity value computed on the
 LX3004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3004.degrees latitude (g = 980.6199 gals.).
 LX3004
 LX3004.The modeled gravity was interpolated from observed gravity values.
 LX3004
 LX3004;                    North         East    Units  Estimated Accuracy
 LX3004;SPC CT       -   273,220.      352,450.      MT  (+/- 180 meters Scaled)
 LX3004
 LX3004                          SUPERSEDED SURVEY CONTROL
 LX3004
 LX3004.No superseded survey control is available for this station.
 LX3004
 LX3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM342447(NAD 83)
 LX3004_MARKER: DD = SURVEY DISK
 LX3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3004_SP_SET: CONCRETE POST
 LX3004_STAMPING: 5356
 LX3004_MARK LOGO: CTGS  
 LX3004_PROJECTION: FLUSH
 LX3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3004+STABILITY: SURFACE MOTION
 LX3004
 LX3004  HISTORY     - Date     Condition        Report By
 LX3004  HISTORY     - 1977     MONUMENTED       CTGS
 LX3004  HISTORY     - 1986     GOOD             NGS
 LX3004  HISTORY     - 20030927 GOOD             INDIV
 LX3004
 LX3004                          STATION DESCRIPTION
 LX3004
 LX3004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3004'13.4 KM (8.3 MI) WEST FROM UNION.
 LX3004'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX3004'CHURCH OF UNION IN UNION, THENCE 8.69 KM (5.4 MI) SOUTH ALONG STATE
 LX3004'HIGHWAY 89 TO THE MARK ON THE LEFT.  7.01 METERS (23.0 FT) EAST OF THE
 LX3004'CENTERLINE OF HIGHWAY, 17.98 METERS (59.0 FT) SOUTHWEST OF THE
 LX3004'CENTERLINE OF BOSTON HOLLOW ROAD AND 9.54 METERS (31.3 FT) NORTHWEST
 LX3004'OF THE SOUTHWEST CORNER OF A 2 STORY FRAME HOUSE.
 LX3004'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3004
 LX3004                          STATION RECOVERY (2003)
 LX3004
 LX3004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3006 ***********************************************************************
 LX3006  DESIGNATION -  5357
 LX3006  PID         -  LX3006
 LX3006  STATE/COUNTY-  CT/WINDHAM
 LX3006  USGS QUAD   -  WESTFORD (1983)
 LX3006
 LX3006                         *CURRENT SURVEY CONTROL
 LX3006  ___________________________________________________________________
 LX3006* NAD 83(1986)-  41 54 53.     (N)    072 10 27.     (W)     SCALED    
 LX3006* NAVD 88     -       234.536  (meters)     769.47   (feet)  ADJUSTED  
 LX3006  ___________________________________________________________________
 LX3006  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX3006  DYNAMIC HT  -         234.457 (meters)     769.21  (feet)  COMP
 LX3006  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LX3006
 LX3006  VERT ORDER  -  FIRST     CLASS II
 LX3006
 LX3006.The horizontal coordinates were scaled from a topographic map and have
 LX3006.an estimated accuracy of +/- 6 seconds.
 LX3006
 LX3006.The orthometric height was determined by differential leveling
 LX3006.and adjusted by the National Geodetic Survey in June 1991..
 LX3006
 LX3006.The geoid height was determined by GEOID03.
 LX3006
 LX3006.The dynamic height is computed by dividing the NAVD 88
 LX3006.geopotential number by the normal gravity value computed on the
 LX3006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3006.degrees latitude (g = 980.6199 gals.).
 LX3006
 LX3006.The modeled gravity was interpolated from observed gravity values.
 LX3006
 LX3006;                    North         East    Units  Estimated Accuracy
 LX3006;SPC CT       -   272,660.      352,570.      MT  (+/- 180 meters Scaled)
 LX3006
 LX3006                          SUPERSEDED SURVEY CONTROL
 LX3006
 LX3006.No superseded survey control is available for this station.
 LX3006
 LX3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM343441(NAD 83)
 LX3006_MARKER: DD = SURVEY DISK
 LX3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3006_SP_SET: CONCRETE POST
 LX3006_STAMPING: 5357
 LX3006_MARK LOGO: CTGS  
 LX3006_PROJECTION: RECESSED 6 CENTIMETERS
 LX3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3006+STABILITY: SURFACE MOTION
 LX3006
 LX3006  HISTORY     - Date     Condition        Report By
 LX3006  HISTORY     - 1977     MONUMENTED       CTGS
 LX3006  HISTORY     - 1986     GOOD             NGS
 LX3006  HISTORY     - 20031001 GOOD             INDIV
 LX3006
 LX3006                          STATION DESCRIPTION
 LX3006
 LX3006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3006'13.9 KM (8.65 MI) WEST FROM UNION.
 LX3006'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX3006'CHURCH OF UNION IN UNION, THENCE 9.25 KM (5.75 MI) SOUTH ALONG STATE
 LX3006'HIGHWAY 89 TO THE MARK ON THE RIGHT.  ALSO 0.16 KM (0.1 MI) EAST ALONG
 LX3006'STATE HIGHWAY 44 FROM THE POST OFFICE IN ASHFORD, THENCE 5.95 KM (3.7
 LX3006'MI) NORTH ON STATE HIGHWAY 89 TO THE MARK ON THE LEFT.  IT IS 4.97
 LX3006'METERS (16.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 37.61 METERS
 LX3006'(123.4 FT) NORTH OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING EAST
 LX3006'AND 24.69 METERS (81.0 FT) SOUTHWEST OF UTILITY POLE NO. 542.
 LX3006'THE MARK IS 1.83 METERS  E FROM  A WITNESS POST
 LX3006'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3006
 LX3006                          STATION RECOVERY (2003)
 LX3006
 LX3006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2996 ***********************************************************************
 LX2996  DESIGNATION -  5361
 LX2996  PID         -  LX2996
 LX2996  STATE/COUNTY-  CT/TOLLAND
 LX2996  USGS QUAD   -  WESTFORD (1983)
 LX2996
 LX2996                         *CURRENT SURVEY CONTROL
 LX2996  ___________________________________________________________________
 LX2996* NAD 83(1986)-  41 57 32.     (N)    072 11 50.     (W)     SCALED    
 LX2996* NAVD 88     -       303.631  (meters)     996.16   (feet)  ADJUSTED  
 LX2996  ___________________________________________________________________
 LX2996  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2996  DYNAMIC HT  -         303.532 (meters)     995.84  (feet)  COMP
 LX2996  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX2996
 LX2996  VERT ORDER  -  FIRST     CLASS II
 LX2996
 LX2996.The horizontal coordinates were scaled from a topographic map and have
 LX2996.an estimated accuracy of +/- 6 seconds.
 LX2996
 LX2996.The orthometric height was determined by differential leveling
 LX2996.and adjusted by the National Geodetic Survey in June 1991..
 LX2996
 LX2996.The geoid height was determined by GEOID03.
 LX2996
 LX2996.The dynamic height is computed by dividing the NAVD 88
 LX2996.geopotential number by the normal gravity value computed on the
 LX2996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2996.degrees latitude (g = 980.6199 gals.).
 LX2996
 LX2996.The modeled gravity was interpolated from observed gravity values.
 LX2996
 LX2996;                    North         East    Units  Estimated Accuracy
 LX2996;SPC CT       -   277,550.      350,630.      MT  (+/- 180 meters Scaled)
 LX2996
 LX2996                          SUPERSEDED SURVEY CONTROL
 LX2996
 LX2996.No superseded survey control is available for this station.
 LX2996
 LX2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM322490(NAD 83)
 LX2996_MARKER: DD = SURVEY DISK
 LX2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2996_SP_SET: CONCRETE POST
 LX2996_STAMPING: 5361
 LX2996_MARK LOGO: CTGS  
 LX2996_PROJECTION: RECESSED 6 CENTIMETERS
 LX2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2996+STABILITY: SURFACE MOTION
 LX2996
 LX2996  HISTORY     - Date     Condition        Report By
 LX2996  HISTORY     - 1977     MONUMENTED       CTGS
 LX2996  HISTORY     - 1986     GOOD             NGS
 LX2996  HISTORY     - 20031002 GOOD             INDIV
 LX2996
 LX2996                          STATION DESCRIPTION
 LX2996
 LX2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2996'5.6 KM (3.45 MI) WEST FROM UNION.
 LX2996'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2996'CHURCH OF UNION IN UNION, THENCE 0.88 KM (0.55 MI) SOUTH ALONG STATE
 LX2996'HIGHWAY 89 TO THE MARK ON THE RIGHT.  IT IS 7.32 METERS (24.0 FT) EAST
 LX2996'OF THE CENTERLINE OF HIGHWAY, 15.94 METERS (52.3 FT) SOUTHWEST OF
 LX2996'SNET POLE NO. 88 AND 5.36 METERS (17.6 FT) NORTH OF THE NORTHWEST
 LX2996'BRIDGE ABUTMENT OF INTERSTATE HIGHWAY 84.
 LX2996'THE MARK IS 0.18 METERS  E FROM  A WITNESS POST
 LX2996
 LX2996                          STATION RECOVERY (2003)
 LX2996
 LX2996'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2998 ***********************************************************************
 MZ2998  DESIGNATION -  5366
 MZ2998  PID         -  MZ2998
 MZ2998  STATE/COUNTY-  CT/TOLLAND
 MZ2998  USGS QUAD   -  WALES (1979)
 MZ2998
 MZ2998                         *CURRENT SURVEY CONTROL
 MZ2998  ___________________________________________________________________
 MZ2998* NAD 83(1996)-  42 01 26.91020(N)    072 08 30.55350(W)     ADJUSTED  
 MZ2998* NAVD 88     -       218.7    (meters)     718.     (feet)  VERTCON   
 MZ2998  ___________________________________________________________________
 MZ2998  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 MZ2998  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 MZ2998
 MZ2998  HORZ ORDER  -  SECOND
 MZ2998
 MZ2998.The horizontal coordinates were established by classical geodetic methods
 MZ2998.and adjusted by the National Geodetic Survey in August 1998..
 MZ2998
 MZ2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2998
 MZ2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2998
 MZ2998.The geoid height was determined by GEOID03.
 MZ2998
 MZ2998;                    North         East     Units Scale Factor Converg.
 MZ2998;SPC CT       -   284,831.730   355,170.280   MT  1.00001974   +0 24 11.7
 MZ2998;SPC CT       -   934,485.43  1,165,254.49   sFT  1.00001974   +0 24 11.7
 MZ2998;SPC MA M     -   863,950.688   146,846.929   MT  0.99996927   -0 25 52.1
 MZ2998;SPC MA M     - 2,834,478.22    481,780.30   sFT  0.99996927   -0 25 52.1
 MZ2998;UTM  18      - 4,656,409.494   736,628.486   MT  1.00028904   +1 54 51.4
 MZ2998
 MZ2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2998!SPC CT       -   0.99997022  x   1.00001974  =   0.99998996
 MZ2998!SPC MA M     -   0.99997022  x   0.99996927  =   0.99993949
 MZ2998!UTM  18      -   0.99997022  x   1.00028904  =   1.00025925
 MZ2998
 MZ2998                          SUPERSEDED SURVEY CONTROL
 MZ2998
 MZ2998  NAD 83(1996)-  42 01 26.91020(N)    072 08 30.55350(W) AD(       ) 2
 MZ2998  NAD 83(1992)-  42 01 26.91064(N)    072 08 30.55384(W) AD(       ) 2
 MZ2998  NAD 83(1992)-  42 01 26.91064(N)    072 08 30.55384(W) AD(       ) 2
 MZ2998  NAD 83(1986)-  42 01 26.91283(N)    072 08 30.55407(W) AD(       ) 2
 MZ2998  NGVD 29 (10/06/93)  218.9    (m)          718.     (f) VERT ANG       
 MZ2998
 MZ2998.Superseded values are not recommended for survey control.
 MZ2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2998.See file dsdata.txt to determine how the superseded data were derived.
 MZ2998
 MZ2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3662856409(NAD 83)
 MZ2998_MARKER: DD = SURVEY DISK
 MZ2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2998_SP_SET: CTGS
 MZ2998_STAMPING: 5366
 MZ2998_MARK LOGO: CTGS  
 MZ2998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2998+STABILITY: SURFACE MOTION
 MZ2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ2998+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 MZ2998
 MZ2998  HISTORY     - Date     Condition        Report By
 MZ2998  HISTORY     - UNK      MONUMENTED
 MZ2998  HISTORY     - 19840209 GOOD             MAGS
 MZ2998  HISTORY     - 20050807 GOOD             GEOCAC
 MZ2998
 MZ2998                          STATION DESCRIPTION
 MZ2998
 MZ2998'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1984
 MZ2998'RECOVERED IN GOOD CONDITION.
 MZ2998
 MZ2998                          STATION RECOVERY (2005)
 MZ2998
 MZ2998'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 MZ2998'THE STATION IS LOCATED IN NORTHERN UNION.
 MZ2998'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 171 AND 190 IN
 MZ2998'UNION, HEAD NORTH ON ROUTE 171 FOR 3.7 KM (2.3 MI) JUST SHORT OF THE
 MZ2998'JUNCTION WITH THE I-84 WEST BOUND ON-RAMP TO THE STATION ON THE RIGHT.
 MZ2998' 
 MZ2998'THE MARK IS A CONNECTICUT GEODETIC SURVEY DISK STAMPED 5366 AND SET IN
 MZ2998'A SQUARE CONCRETE POST RECESSED 3 CM (1 IN).
 MZ2998'THE STATION IS LOCATED 15.5 M (50.9 FT) SOUTHWEST OF THE NORTHERN MOST
 MZ2998'OF TWO METAL SIGN POSTS, 14.4 M (47.4 FT) SOUTHEAST OF A BOLT WITH A
 MZ2998'PUNCH MARK SET IN THE CONCRETE APRON OF A CATCH BASIN, AND 8.9 M (29.1
 MZ2998'FT) NORTHEAST OF THE OF THE NORTHEAST CORNER OF A METAL FRAME AROUND A
 MZ2998'CATCH BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3372 ***********************************************************************
 LX3372  DESIGNATION -  537
 LX3372  PID         -  LX3372
 LX3372  STATE/COUNTY-  CT/NEW LONDON
 LX3372  USGS QUAD   -  FITCHVILLE (1983)
 LX3372
 LX3372                         *CURRENT SURVEY CONTROL
 LX3372  ___________________________________________________________________
 LX3372* NAD 83(1986)-  41 30 21.     (N)    072 08 30.     (W)     SCALED    
 LX3372* NAVD 88     -        36.970  (meters)     121.29   (feet)  ADJUSTED  
 LX3372  ___________________________________________________________________
 LX3372  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX3372  DYNAMIC HT  -          36.957 (meters)     121.25  (feet)  COMP
 LX3372  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LX3372
 LX3372  VERT ORDER  -  FIRST     CLASS II
 LX3372
 LX3372.The horizontal coordinates were scaled from a topographic map and have
 LX3372.an estimated accuracy of +/- 6 seconds.
 LX3372
 LX3372.The orthometric height was determined by differential leveling
 LX3372.and adjusted by the National Geodetic Survey in June 1991..
 LX3372
 LX3372.The geoid height was determined by GEOID03.
 LX3372
 LX3372.The dynamic height is computed by dividing the NAVD 88
 LX3372.geopotential number by the normal gravity value computed on the
 LX3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3372.degrees latitude (g = 980.6199 gals.).
 LX3372
 LX3372.The modeled gravity was interpolated from observed gravity values.
 LX3372
 LX3372;                    North         East    Units  Estimated Accuracy
 LX3372;SPC CT       -   227,270.      355,590.      MT  (+/- 180 meters Scaled)
 LX3372
 LX3372                          SUPERSEDED SURVEY CONTROL
 LX3372
 LX3372.No superseded survey control is available for this station.
 LX3372
 LX3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL385988(NAD 83)
 LX3372_MARKER: DD = SURVEY DISK
 LX3372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3372_SP_SET: CONCRETE POST
 LX3372_STAMPING: 537
 LX3372_MARK LOGO: CTGS  
 LX3372_PROJECTION: RECESSED 5 CENTIMETERS
 LX3372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3372+STABILITY: SURFACE MOTION
 LX3372
 LX3372  HISTORY     - Date     Condition        Report By
 LX3372  HISTORY     - 1936     MONUMENTED       CTGS
 LX3372  HISTORY     - 1986     GOOD             NGS
 LX3372  HISTORY     - 19901129 GOOD             USPSQD
 LX3372
 LX3372                          STATION DESCRIPTION
 LX3372
 LX3372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3372'5.3 KM (3.3 MI) WEST FROM NORWICH.
 LX3372'5.3 KM (3.3 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE
 LX3372'HIGHWAY 32 IN NORWICH TO THE MARK ON THE LEFT IN THE VILLAGE OF
 LX3372'BOZRAH, AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF WAUWECUS HILL
 LX3372'ROAD AND LEFFINGWELL ROAD AND IN THE FRONT LAWN OF THE LEFFINGWELL
 LX3372'BAPTIST CHURCH, 7.98 METERS (26.2 FT) SOUTH-SOUTHWEST OF THE CENTER
 LX3372'LINE OF THE HIGHWAY, 10.97 METERS (3 FT) NORTHWEST OF THE CENTER
 LX3372'OF LEFFINGWELL ROAD, 10.51 METERS (34.5 FT) NORTH-NORTHEAST OF THE
 LX3372'NORTHEAST CORNER OF THE STONE FOUNDATION OF THE CHURCH, 5.79 METERS
 LX3372'(19.0 FT) SOUTHEAST OF THE EXTENDED ENTRANCE TO THE CHURCH.
 LX3372'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3372
 LX3372                          STATION RECOVERY (1990)
 LX3372
 LX3372'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3370 ***********************************************************************
 LX3370  DESIGNATION -  539
 LX3370  PID         -  LX3370
 LX3370  STATE/COUNTY-  CT/NEW LONDON
 LX3370  USGS QUAD   -  FITCHVILLE (1983)
 LX3370
 LX3370                         *CURRENT SURVEY CONTROL
 LX3370  ___________________________________________________________________
 LX3370* NAD 83(1986)-  41 30 07.     (N)    072 10 28.     (W)     SCALED    
 LX3370* NAVD 88     -       114.143  (meters)     374.48   (feet)  ADJUSTED  
 LX3370  ___________________________________________________________________
 LX3370  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX3370  DYNAMIC HT  -         114.101 (meters)     374.35  (feet)  COMP
 LX3370  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 LX3370
 LX3370  VERT ORDER  -  FIRST     CLASS II
 LX3370
 LX3370.The horizontal coordinates were scaled from a topographic map and have
 LX3370.an estimated accuracy of +/- 6 seconds.
 LX3370
 LX3370.The orthometric height was determined by differential leveling
 LX3370.and adjusted by the National Geodetic Survey in June 1991..
 LX3370
 LX3370.The geoid height was determined by GEOID03.
 LX3370
 LX3370.The dynamic height is computed by dividing the NAVD 88
 LX3370.geopotential number by the normal gravity value computed on the
 LX3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3370.degrees latitude (g = 980.6199 gals.).
 LX3370
 LX3370.The modeled gravity was interpolated from observed gravity values.
 LX3370
 LX3370;                    North         East    Units  Estimated Accuracy
 LX3370;SPC CT       -   226,820.      352,860.      MT  (+/- 180 meters Scaled)
 LX3370
 LX3370                          SUPERSEDED SURVEY CONTROL
 LX3370
 LX3370.No superseded survey control is available for this station.
 LX3370
 LX3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL358983(NAD 83)
 LX3370_MARKER: DD = SURVEY DISK
 LX3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3370_SP_SET: CONCRETE POST
 LX3370_STAMPING: 539
 LX3370_MARK LOGO: CTGS  
 LX3370_PROJECTION: RECESSED 5 CENTIMETERS
 LX3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3370+STABILITY: SURFACE MOTION
 LX3370
 LX3370  HISTORY     - Date     Condition        Report By
 LX3370  HISTORY     - 1934     MONUMENTED       CTGS
 LX3370  HISTORY     - 1986     GOOD             NGS
 LX3370  HISTORY     - 19901129 GOOD             USPSQD
 LX3370
 LX3370                          STATION DESCRIPTION
 LX3370
 LX3370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3370'2.5 KM (1.55 MI) EAST FROM MONTVILLE.
 LX3370'2.5 KM (1.55 MI) EAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3370'STATE HIGHWAY 163 NORTH IN MONTVILLE TO THE MARK ON THE LEFT, AND NEAR
 LX3370'THE TOP OF A HILL, 5.36 METERS (17.6 FT) NORTH-NORTHEAST OF THE
 LX3370'CENTERLINE OF THE HIGHWAY, 13.90 METERS (45.6 FT) NORTH OF AND ACROSS
 LX3370'THE HIGHWAY FROM A DRILL HOLE IN AN OLD GRANITE MONUMENT PROJECTING
 LX3370'0.46 METER (1.5 FT), 3.44 METERS (11.3 FT) NORTHWEST OF AN END POST
 LX3370'FOR A STEEL CABLE GUARDRAIL.
 LX3370'THE MARK IS 0.29 METERS  SSW FROM  A WITNESS POST
 LX3370'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3370
 LX3370                          STATION RECOVERY (1990)
 LX3370
 LX3370'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2969 ***********************************************************************
 LX2969  DESIGNATION -  5396
 LX2969  PID         -  LX2969
 LX2969  STATE/COUNTY-  CT/TOLLAND
 LX2969  USGS QUAD   -  COVENTRY (1983)
 LX2969
 LX2969                         *CURRENT SURVEY CONTROL
 LX2969  ___________________________________________________________________
 LX2969* NAD 83(1996)-  41 48 43.     (N)    072 17 46.     (W)     SCALED    
 LX2969* NAVD 88     -       148.498  (meters)     487.20   (feet)  ADJUSTED  
 LX2969  ___________________________________________________________________
 LX2969  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2969  DYNAMIC HT  -         148.448 (meters)     487.03  (feet)  COMP
 LX2969  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX2969
 LX2969  VERT ORDER  -  FIRST     CLASS II
 LX2969
 LX2969.The horizontal coordinates were scaled from a topographic map and have
 LX2969.an estimated accuracy of +/- 6 seconds.
 LX2969
 LX2969.The orthometric height was determined by differential leveling
 LX2969.and adjusted by the National Geodetic Survey in June 1991..
 LX2969
 LX2969.The geoid height was determined by GEOID03.
 LX2969
 LX2969.The dynamic height is computed by dividing the NAVD 88
 LX2969.geopotential number by the normal gravity value computed on the
 LX2969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2969.degrees latitude (g = 980.6199 gals.).
 LX2969
 LX2969.The modeled gravity was interpolated from observed gravity values.
 LX2969
 LX2969;                    North         East    Units  Estimated Accuracy
 LX2969;SPC CT       -   261,180.      342,520.      MT  (+/- 180 meters Scaled)
 LX2969
 LX2969                          SUPERSEDED SURVEY CONTROL
 LX2969
 LX2969  NGVD 29 (07/19/86)  148.9    (m)          489.     (f) VERT ANG       
 LX2969
 LX2969.Superseded values are not recommended for survey control.
 LX2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2969.See file dsdata.txt to determine how the superseded data were derived.
 LX2969
 LX2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM245324(NAD 83)
 LX2969_MARKER: DD = SURVEY DISK
 LX2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2969_SP_SET: CONCRETE POST
 LX2969_STAMPING: 5396
 LX2969_MARK LOGO: CTGS  
 LX2969_PROJECTION: RECESSED 10 CENTIMETERS
 LX2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2969+STABILITY: SURFACE MOTION
 LX2969
 LX2969  HISTORY     - Date     Condition        Report By
 LX2969  HISTORY     - 1978     MONUMENTED       CTGS
 LX2969  HISTORY     - 1986     GOOD             NGS
 LX2969
 LX2969                          STATION DESCRIPTION
 LX2969
 LX2969'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (RCJ)
 LX2969'THE STATION MARK IS LOCATED ABOUT 6-1/4 MILES NORTHWEST OF
 LX2969'MANSFIELD, 4-3/4 MILES SOUTH OF WILLINGTON AND 3 MILES NORTH OF
 LX2969'COVENTRY.
 LX2969'
 LX2969'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 32,
 LX2969'STAFFORD ROAD, AND U.S. 44-A, HARTFORD-PROVIDENCE TURNPIKE, GO
 LX2969'NORTHEAST ON U.S. 44-A FOR 0.65 MILES TO THE STATION ON THE
 LX2969'RIGHT, EAST.
 LX2969'
 LX2969'THE STATION MARK STAMPED---5396---, IS A CONNECTICUT GEODETIC
 LX2969'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2969'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX2969'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 111 FEET SOUTH
 LX2969'OF A BITUMINOUS DRIVEWAY, 68.5 FEET NORTH OF A 24 INCH MAPLE
 LX2969'TREE, 22.1 FEET NORTHWEST OF A 30 INCH MAPLE TREE AND 17 FEET
 LX2969'EAST OF THE CENTERLINE OF U.S. 44-A.
 LX2969'
 LX2969'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2969'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2969'SQUARE IN THE CONCRETE BASE OF AN ALUMINUM SUPPORT POLE FOR A
 LX2969'TRAFFIC LIGHT.  IT IS 28 FEET WEST OF THE CENTERLINE OF U.S.
 LX2969'44-A, 7.7 FEET NORTHEAST OF A CROSSWALK POLE BASE AND 15 FEET
 LX2969'EAST OF THE CONCRETE WALK CENTERLINE.
 LX2969'
 LX2969'THE STATION MARK STAMPED---5397---, IS A CONNECTICUT GEODETIC
 LX2969'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2969'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX2969'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.16 MILES
 LX2969'NORTHEASTERLY OF THE STATION ALONG U.S. 44-A.  IT IS 79.5 FEET
 LX2969'NORTHEAST OF A FIRE HYDRANT, 27.2 FEET NORTHEAST OF A 24 INCH
 LX2969'OAK TREE AND 20 FEET WEST OF THE CENTERLINE OF U.S. 44-A.
 LX2969'
 LX2969'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2969'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2969'SQUARE IN THE CONCRETE BASE OF AN ALUMINUM SIGNAL LIGHT POLE.
 LX2969'IT IS 39 FEET NORTH OF A 30 INCH MAPLE TREE, 27 FEET EAST OF
 LX2969'THE CENTERLINE OF U.S. 44-A AND 83 FEET SOUTH OF THE CENTERLINE
 LX2969'OF A BITUMINOUS DRIVE.
 LX2969'
 LX2969'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2969'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2969'TRIANGLE IN A 1 FOOT BY 1/2 FOOT BOULDER THAT IS FLUSH WITH
 LX2969'THE SURFACE OF THE GROUND.  IT IS 61.8 FEET NORTH OF A 24 INCH
 LX2969'MAPLE TREE, 33 FEET EAST OF THE CENTERLINE OF U.S. 44-A AND
 LX2969'6.8 FEET WEST OF A 30 INCH MAPLE TREE.
 LX2969'
 LX2969'THE STATION MARK STAMPED---5398---, IS A CONNECTICUT GEODETIC
 LX2969'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2969'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX2969'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 0.44 MILES
 LX2969'SOUTHWEST OF THE STATION ALONG U.S. 44-A.  IT IS 58.6 FEET
 LX2969'SOUTH OF THE NORTHWEST CORNER OF THE PHYSICAL PLANT, 47.2 FEET
 LX2969'NORTHEAST OF A 30 INCH MAPLE TREE AND 29 FEET WEST OF THE
 LX2969'CENTERLINE OF U.S. 44-A.
 LX2969'
 LX2969'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.1 METERS,
 LX2969'
 LX2969'DESCRIBED BY R.C. JORDAN.
 LX2969
 LX2969                          STATION RECOVERY (1986)
 LX2969
 LX2969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2969'1.7 KM (1.05 MI) NE FROM MANSFIELD DEPOT.
 LX2969'1.7 KM (1.05 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2969'IN MANSFIELD DEPOT TO THE MARK ON THE RIGHT AT A HANDICAPPED CROSSING.
 LX2969'IT IS 5.18 METERS (17.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2969'HIGHWAY, 7.32 METERS (24.0 FT) NORTH OF A 36-INCH MAPLE TREE AND 5.30
 LX2969'METERS (17.4 FT) SOUTHWEST OF THE NORTHEAST SUPPORT OF THE HANDICAPPED
 LX2969'CROSSING SIGN.
 LX2969'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2970 ***********************************************************************
 LX2970  DESIGNATION -  5397
 LX2970  PID         -  LX2970
 LX2970  STATE/COUNTY-  CT/TOLLAND
 LX2970  USGS QUAD   -  COVENTRY (1983)
 LX2970
 LX2970                         *CURRENT SURVEY CONTROL
 LX2970  ___________________________________________________________________
 LX2970* NAD 83(1986)-  41 48 50.     (N)    072 17 41.     (W)     SCALED    
 LX2970* NAVD 88     -       153.115  (meters)     502.34   (feet)  ADJUSTED  
 LX2970  ___________________________________________________________________
 LX2970  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2970  DYNAMIC HT  -         153.063 (meters)     502.17  (feet)  COMP
 LX2970  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX2970
 LX2970  VERT ORDER  -  FIRST     CLASS II
 LX2970
 LX2970.The horizontal coordinates were scaled from a topographic map and have
 LX2970.an estimated accuracy of +/- 6 seconds.
 LX2970
 LX2970.The orthometric height was determined by differential leveling
 LX2970.and adjusted by the National Geodetic Survey in June 1991..
 LX2970
 LX2970.The geoid height was determined by GEOID03.
 LX2970
 LX2970.The dynamic height is computed by dividing the NAVD 88
 LX2970.geopotential number by the normal gravity value computed on the
 LX2970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2970.degrees latitude (g = 980.6199 gals.).
 LX2970
 LX2970.The modeled gravity was interpolated from observed gravity values.
 LX2970
 LX2970;                    North         East    Units  Estimated Accuracy
 LX2970;SPC CT       -   261,400.      342,630.      MT  (+/- 180 meters Scaled)
 LX2970
 LX2970                          SUPERSEDED SURVEY CONTROL
 LX2970
 LX2970.No superseded survey control is available for this station.
 LX2970
 LX2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM247326(NAD 83)
 LX2970_MARKER: DD = SURVEY DISK
 LX2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2970_SP_SET: CONCRETE POST
 LX2970_STAMPING: 5397
 LX2970_MARK LOGO: CTGS  
 LX2970_PROJECTION: RECESSED 8 CENTIMETERS
 LX2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2970+STABILITY: SURFACE MOTION
 LX2970
 LX2970  HISTORY     - Date     Condition        Report By
 LX2970  HISTORY     - 1978     MONUMENTED       CTGS
 LX2970  HISTORY     - 1986     GOOD             NGS
 LX2970
 LX2970                          STATION DESCRIPTION
 LX2970
 LX2970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2970'1.9 KM (1.2 MI) NE FROM MANSFIELD DEPOT.
 LX2970'1.9 KM (1.2 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2970'IN MANSFIELD DEPOT TO THE MARK ON THE LEFT.  IT IS 6.10 METERS (20.0
 LX2970'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.23 METERS (79.5 FT)
 LX2970'NORTHEAST OF A FIRE HYDRANT AND 2.04 METERS (6.7 FT) SOUTHWEST OF THE
 LX2970'SOUTHEAST SUPPORT LEG OF A FLASHING SIGN WITH A TRAFFIC LIGHT.
 LX2970'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2968 ***********************************************************************
 LX2968  DESIGNATION -  5398
 LX2968  PID         -  LX2968
 LX2968  STATE/COUNTY-  CT/TOLLAND
 LX2968  USGS QUAD   -  COVENTRY (1983)
 LX2968
 LX2968                         *CURRENT SURVEY CONTROL
 LX2968  ___________________________________________________________________
 LX2968* NAD 83(1986)-  41 48 26.     (N)    072 18 04.     (W)     SCALED    
 LX2968* NAVD 88     -       129.762  (meters)     425.73   (feet)  ADJUSTED  
 LX2968  ___________________________________________________________________
 LX2968  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2968  DYNAMIC HT  -         129.718 (meters)     425.58  (feet)  COMP
 LX2968  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX2968
 LX2968  VERT ORDER  -  FIRST     CLASS II
 LX2968
 LX2968.The horizontal coordinates were scaled from a topographic map and have
 LX2968.an estimated accuracy of +/- 6 seconds.
 LX2968
 LX2968.The orthometric height was determined by differential leveling
 LX2968.and adjusted by the National Geodetic Survey in June 1991..
 LX2968
 LX2968.The geoid height was determined by GEOID03.
 LX2968
 LX2968.The dynamic height is computed by dividing the NAVD 88
 LX2968.geopotential number by the normal gravity value computed on the
 LX2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2968.degrees latitude (g = 980.6199 gals.).
 LX2968
 LX2968.The modeled gravity was interpolated from observed gravity values.
 LX2968
 LX2968;                    North         East    Units  Estimated Accuracy
 LX2968;SPC CT       -   260,660.      342,100.      MT  (+/- 180 meters Scaled)
 LX2968
 LX2968                          SUPERSEDED SURVEY CONTROL
 LX2968
 LX2968.No superseded survey control is available for this station.
 LX2968
 LX2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM241318(NAD 83)
 LX2968_MARKER: DD = SURVEY DISK
 LX2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2968_SP_SET: CONCRETE POST
 LX2968_STAMPING: 5398
 LX2968_MARK LOGO: CTGS  
 LX2968_PROJECTION: RECESSED 6 CENTIMETERS
 LX2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2968+STABILITY: SURFACE MOTION
 LX2968
 LX2968  HISTORY     - Date     Condition        Report By
 LX2968  HISTORY     - 1978     MONUMENTED       CTGS
 LX2968  HISTORY     - 1986     GOOD             NGS
 LX2968
 LX2968                          STATION DESCRIPTION
 LX2968
 LX2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2968'1.0 KM (0.6 MI) NE FROM MANSFIELD DEPOT.
 LX2968'1.0 KM (0.65 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2968'IN MANSFIELD DEPOT TO THE MARK ON THE LEFT IN FRONT OF THE OFFICE OF
 LX2968'THE PHYSICAL PLANT.  IT IS 8.53 METERS (28.0 FT) NORTHWEST OF THE
 LX2968'CENTERLINE OF THE HIGHWAY, 4.27 METERS (14.0 FT) NORTHEAST OF A METAL
 LX2968'SUPPORT POLE FOR THE TRAFFIC LIGHTS AND 1.52 METERS (5.0 FT)
 LX2968'NORTHEAST OF THE NORTHEAST END OF THE BOTTOM STEP TO THE PLANT.
 LX2968'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2763 ***********************************************************************
 LX2763  DESIGNATION -  54 T OF F
 LX2763  PID         -  LX2763
 LX2763  STATE/COUNTY-  CT/HARTFORD
 LX2763  USGS QUAD   -  BRISTOL (1984)
 LX2763
 LX2763                         *CURRENT SURVEY CONTROL
 LX2763  ___________________________________________________________________
 LX2763* NAD 83(1986)-  41 43 15.     (N)    072 53 08.     (W)     SCALED    
 LX2763* NAVD 88     -       102.135  (meters)     335.09   (feet)  ADJUSTED  
 LX2763  ___________________________________________________________________
 LX2763  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2763  DYNAMIC HT  -         102.105 (meters)     334.99  (feet)  COMP
 LX2763  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 LX2763
 LX2763  VERT ORDER  -  FIRST     CLASS II
 LX2763
 LX2763.The horizontal coordinates were scaled from a topographic map and have
 LX2763.an estimated accuracy of +/- 6 seconds.
 LX2763
 LX2763.The orthometric height was determined by differential leveling
 LX2763.and adjusted by the National Geodetic Survey in June 1991..
 LX2763
 LX2763.The geoid height was determined by GEOID03.
 LX2763
 LX2763.The dynamic height is computed by dividing the NAVD 88
 LX2763.geopotential number by the normal gravity value computed on the
 LX2763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2763.degrees latitude (g = 980.6199 gals.).
 LX2763
 LX2763.The modeled gravity was interpolated from observed gravity values.
 LX2763
 LX2763;                    North         East    Units  Estimated Accuracy
 LX2763;SPC CT       -   250,980.      293,520.      MT  (+/- 180 meters Scaled)
 LX2763
 LX2763                          SUPERSEDED SURVEY CONTROL
 LX2763
 LX2763.No superseded survey control is available for this station.
 LX2763
 LX2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM758209(NAD 83)
 LX2763_MARKER: DD = SURVEY DISK
 LX2763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2763_SP_SET: CONCRETE POST
 LX2763_STAMPING: 54
 LX2763_MARK LOGO: CT0237
 LX2763_PROJECTION: RECESSED 5 CENTIMETERS
 LX2763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2763+STABILITY: SURFACE MOTION
 LX2763
 LX2763  HISTORY     - Date     Condition        Report By
 LX2763  HISTORY     - 1966     MONUMENTED       CT0237
 LX2763  HISTORY     - 1985     GOOD             NGS
 LX2763
 LX2763                          STATION DESCRIPTION
 LX2763
 LX2763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2763'1.9 KM (1.15 MI) NORTH FROM FARMINGTON.
 LX2763'1.9 KM (1.15 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2763'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE LEFT, AT THE SOUTH END
 LX2763'OF A ROW OF ROCKS, ON THE NORTH-NORTHWEST SIDE OF A BITUMINOUS
 LX2763'DRIVEWAY TO A 1-1/2 STORY FRAME HOUSE, NUMBER 660, WITH A SEPARATE TWO
 LX2763'CAR GARAGE, 6.92 METERS (22.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX2763'HIGHWAY, 30.48 METERS (100.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF
 LX2763'THE HOUSE, 13.87 METERS (45.5 FT) SOUTHWEST AND ACROSS THE HIGHWAY
 LX2763'FROM UTILITY POLE 910, 4.57 METERS (15.0 FT) NORTH-NORTHWEST OF THE
 LX2763'CENTER OF THE DRIVEWAY. THE MARK IS A TOWN OF FARMINGTON DISK.
 LX2763'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3280 ***********************************************************************
 LX3280  DESIGNATION -  5401
 LX3280  PID         -  LX3280
 LX3280  STATE/COUNTY-  CT/HARTFORD
 LX3280  USGS QUAD   -  GLASTONBURY (1992)
 LX3280
 LX3280                         *CURRENT SURVEY CONTROL
 LX3280  ___________________________________________________________________
 LX3280* NAD 83(1996)-  41 40 00.     (N)    072 31 58.     (W)     SCALED    
 LX3280* NAVD 88     -       113.351  (meters)     371.89   (feet)  ADJUSTED  
 LX3280  ___________________________________________________________________
 LX3280  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX3280  DYNAMIC HT  -         113.314 (meters)     371.76  (feet)  COMP
 LX3280  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 LX3280
 LX3280  VERT ORDER  -  FIRST     CLASS II
 LX3280
 LX3280.The horizontal coordinates were scaled from a topographic map and have
 LX3280.an estimated accuracy of +/- 6 seconds.
 LX3280
 LX3280.The orthometric height was determined by differential leveling
 LX3280.and adjusted by the National Geodetic Survey in June 1991..
 LX3280
 LX3280.The geoid height was determined by GEOID03.
 LX3280
 LX3280.The dynamic height is computed by dividing the NAVD 88
 LX3280.geopotential number by the normal gravity value computed on the
 LX3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3280.degrees latitude (g = 980.6199 gals.).
 LX3280
 LX3280.The modeled gravity was interpolated from observed gravity values.
 LX3280
 LX3280;                    North         East    Units  Estimated Accuracy
 LX3280;SPC CT       -   244,970.      322,890.      MT  (+/- 180 meters Scaled)
 LX3280
 LX3280                          SUPERSEDED SURVEY CONTROL
 LX3280
 LX3280  NGVD 29 (07/19/86)  113.6    (m)          373.     (f) VERT ANG       
 LX3280
 LX3280.Superseded values are not recommended for survey control.
 LX3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3280.See file dsdata.txt to determine how the superseded data were derived.
 LX3280
 LX3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM054157(NAD 83)
 LX3280_MARKER: DD = SURVEY DISK
 LX3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3280_SP_SET: CONCRETE POST
 LX3280_STAMPING: 5401
 LX3280_MARK LOGO: CTGS  
 LX3280_PROJECTION: RECESSED 12 CENTIMETERS
 LX3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3280+STABILITY: SURFACE MOTION
 LX3280
 LX3280  HISTORY     - Date     Condition        Report By
 LX3280  HISTORY     - 1978     MONUMENTED       CTGS
 LX3280  HISTORY     - 1986     GOOD             NGS
 LX3280
 LX3280                          STATION DESCRIPTION
 LX3280
 LX3280'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (WDB)
 LX3280'THE STATION IS LOCATED ABOUT 12 MILES EAST OF NEW BRITAIN, 11
 LX3280'MILES SOUTHWEST OF HARTFORD AND 8 MILES SOUTH OF MANCHESTER.
 LX3280'
 LX3280'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 83,
 LX3280'MANCHESTER ROAD, AND STATE ROUTE 2, IN GLASTONBURY, GO SOUTH
 LX3280'ON STATE ROUTE 83 FOR 0.09 MILES TO NEW LONDON TURNPIKE, TURN
 LX3280'LEFT AND PROCEED SOUTHEAST ON NEW LONDON TURNPIKE FOR 0.13
 LX3280'MILES TO A Y-JUNCTION.  TAKE THE RIGHT AND PROCEED ON WASSUC
 LX3280'ROAD FOR 0.64 MILES SOUTHEASTERLY TO THE STATION ON THE LEFT,
 LX3280'NORTH.  JUST BEFORE THE BRIDGE OVER STATE ROUTE 2.
 LX3280'
 LX3280'THE STATION MARK STAMPED---5401---, IS A CONNECTICUT GEODETIC
 LX3280'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3280'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3280'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 68 FEET WEST
 LX3280'OF THE CENTERLINE OF STATE ROUTE 2, EAST BOUND, 41.5 FEET NORTH
 LX3280'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1119 AND 18 FEET NORTH
 LX3280'OF THE CENTERLINE OF WASSUC ROAD.
 LX3280'
 LX3280'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3280'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX3280'TRIANGLE IN THE TOP CENTER OF A CATCH BASIN ON THE SOUTH SIDE
 LX3280'OF WASSUC ROAD.  IT IS 11.9 FEET NORTHWEST OF SOUTHERN NEW
 LX3280'ENGLAND TELEPHONE POLE 1119 AND 16 FEET SOUTH OF THE CENTERLINE
 LX3280'OF WASSUC ROAD.
 LX3280'
 LX3280'THE STATION MARK STAMPED---A 2576---, IS A CONNECTICUT
 LX3280'DEPARTMENT OF TRANSPORTATION BASELINE BRONZE DISK, SET IN THE
 LX3280'TOP OF A REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48
 LX3280'INCHES LONG.  THE TOP IS SET FLUSH WITH THE SURFACE OF THE
 LX3280'GROUND.  IT IS 0.41 MILES NORTHWESTERLY OF THE STATION ALONG
 LX3280'STATE ROUTE 2.  IT IS 54.3 FEET WEST OF A 24 INCH MAPLE TREE
 LX3280'AND 24 FEET EAST OF THE CENTERLINE OF STATE ROUTE 2, WESTBOUND.
 LX3280'
 LX3280'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3280'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX3280'TRIANGLE IN THE SIDEWALK OF THE BRIDGE OVER STATE ROUTE 2.  IT
 LX3280'IS 46.9 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3280'1119 AND 18 FEET NORTH OF THE CENTERLINE OF WASSUC ROAD.
 LX3280'
 LX3280'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3280'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX3280'TRIANGLE IN THE BRIDGE PARAPET ON THE SOUTH SIDE OF WASSUC
 LX3280'ROAD.  IT IS 22.0 FEET EAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3280'POLE 1119 AND 17 FEET SOUTH OF THE CENTERLINE OF WASSUC ROAD.
 LX3280'
 LX3280'THE STATION MARK STAMPED---A 2547---, IS A CONNECTICUT
 LX3280'DEPARTMENT OF TRANSPORTATION BASELINE BRONZE DISK, SET IN THE
 LX3280'TOP OF A REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48
 LX3280'INCHES LONG.  THE TOP IS SET 2 INCHES BELOW THE SURFACE OF
 LX3280'THE GROUND.  IT IS 0.20 MILES SOUTHEAST OF THE STATION ALONG
 LX3280'STATE ROUTE 2 AND 42 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 LX3280'ROUTE 2, EAST BOUND.
 LX3280'
 LX3280'REFERENCE MARK 4---NO STAMPING---, IS A DRILL HOLE IN A
 LX3280'CONNECTICUT DEPARTMENT OF TRANSPORTATION BASELINE MONUMENT
 LX3280'BRONZE DISK, STAMPED---A-2544---,
 LX3280'SET IN THE TOP OF A REINFORCED CONCRETE POST, 6
 LX3280'INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET 2 INCHES
 LX3280'BELOW THE SURFACE OF THE GROUND.  IT IS 44.3 FEET NORTHWEST OF
 LX3280'SOUTHERN NEW ENGLAND TELEPHONE POLE 1119 AND 18 FEET NORTH OF
 LX3280'THE CENTERLINE OF WASSUC ROAD.
 LX3280'
 LX3280'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX3280'
 LX3280'DESCRIBED BY W.D. BONGIOLATTI.
 LX3280
 LX3280                          STATION RECOVERY (1986)
 LX3280
 LX3280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3280'7.6 KM (4.7 MI) NW FROM MARLBOROUGH.
 LX3280'6.3 KM (3.9 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION WITH
 LX3280'STATE HIGHWAY 66 IN MARLBOROUGH, THENCE 0.16 KM (0.1 MI) NORTH ALONG
 LX3280'THE EXIT RAMP, THENCE 0.96 KM (0.6 MI) NORTHWEST ALONG TOLLGATE ROAD,
 LX3280'THENCE 0.16 KM (0.1 MI) WEST ALONG WASSUC ROAD TO THE MARK ON THE
 LX3280'RIGHT.  ALSO 8.2 KM (5.1 MI) SOUTHEAST ALONG NEW LONDON TURNPIKE FROM
 LX3280'THE POST OFFICE IN GLASTONBURY.  IT IS 5.60 METERS (18.4 FT) NORTH OF
 LX3280'THE CENTERLINE OF THE HIGHWAY AND 2.71 METERS (8.9 FT) WEST OF THE
 LX3280'NORTHWEST ABUTMENT OF THE BRIDGE OVER STATE HIGHWAY 2.
 LX3280'THE MARK IS 0.70 METERS  S FROM  A WITNESS POST
 LX3280'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2958 ***********************************************************************
 LX2958  DESIGNATION -  5405
 LX2958  PID         -  LX2958
 LX2958  STATE/COUNTY-  CT/TOLLAND
 LX2958  USGS QUAD   -  ROCKVILLE (1984)
 LX2958
 LX2958                         *CURRENT SURVEY CONTROL
 LX2958  ___________________________________________________________________
 LX2958* NAD 83(1986)-  41 47 55.     (N)    072 23 10.     (W)     SCALED    
 LX2958* NAVD 88     -       235.824  (meters)     773.70   (feet)  ADJUSTED  
 LX2958  ___________________________________________________________________
 LX2958  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2958  DYNAMIC HT  -         235.741 (meters)     773.43  (feet)  COMP
 LX2958  MODELED GRAV-     980,266.0   (mgal)                       NAVD 88
 LX2958
 LX2958  VERT ORDER  -  FIRST     CLASS II
 LX2958
 LX2958.The horizontal coordinates were scaled from a topographic map and have
 LX2958.an estimated accuracy of +/- 6 seconds.
 LX2958
 LX2958.The orthometric height was determined by differential leveling
 LX2958.and adjusted by the National Geodetic Survey in June 1991..
 LX2958
 LX2958.The geoid height was determined by GEOID03.
 LX2958
 LX2958.The dynamic height is computed by dividing the NAVD 88
 LX2958.geopotential number by the normal gravity value computed on the
 LX2958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2958.degrees latitude (g = 980.6199 gals.).
 LX2958
 LX2958.The modeled gravity was interpolated from observed gravity values.
 LX2958
 LX2958;                    North         East    Units  Estimated Accuracy
 LX2958;SPC CT       -   259,670.      335,040.      MT  (+/- 180 meters Scaled)
 LX2958
 LX2958                          SUPERSEDED SURVEY CONTROL
 LX2958
 LX2958.No superseded survey control is available for this station.
 LX2958
 LX2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM171307(NAD 83)
 LX2958_MARKER: DD = SURVEY DISK
 LX2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2958_SP_SET: CONCRETE POST
 LX2958_STAMPING: 5405
 LX2958_MARK LOGO: CTGS  
 LX2958_PROJECTION: RECESSED 5 CENTIMETERS
 LX2958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2958+STABILITY: SURFACE MOTION
 LX2958
 LX2958  HISTORY     - Date     Condition        Report By
 LX2958  HISTORY     - 1978     MONUMENTED       CTGS
 LX2958  HISTORY     - 1986     GOOD             NGS
 LX2958
 LX2958                          STATION DESCRIPTION
 LX2958
 LX2958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2958'1.2 KM (0.75 MI) WEST FROM NORTH COVENTRY.
 LX2958'1.2 KM (0.75 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2958'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE RIGHT.  IT IS
 LX2958'7.01 METERS (23.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 42.67
 LX2958'METERS (140.0 FT) EAST OF THE CENTER OF MARK DRIVE AND 28.29 METERS
 LX2958'(92.8 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 460.
 LX2958'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2959 ***********************************************************************
 LX2959  DESIGNATION -  5406
 LX2959  PID         -  LX2959
 LX2959  STATE/COUNTY-  CT/TOLLAND
 LX2959  USGS QUAD   -  ROCKVILLE (1984)
 LX2959
 LX2959                         *CURRENT SURVEY CONTROL
 LX2959  ___________________________________________________________________
 LX2959* NAD 83(1986)-  41 47 54.     (N)    072 22 59.     (W)     SCALED    
 LX2959* NAVD 88     -       223.440  (meters)     733.07   (feet)  ADJUSTED  
 LX2959  ___________________________________________________________________
 LX2959  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2959  DYNAMIC HT  -         223.362 (meters)     732.81  (feet)  COMP
 LX2959  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 LX2959
 LX2959  VERT ORDER  -  FIRST     CLASS II
 LX2959
 LX2959.The horizontal coordinates were scaled from a topographic map and have
 LX2959.an estimated accuracy of +/- 6 seconds.
 LX2959
 LX2959.The orthometric height was determined by differential leveling
 LX2959.and adjusted by the National Geodetic Survey in June 1991..
 LX2959
 LX2959.The geoid height was determined by GEOID03.
 LX2959
 LX2959.The dynamic height is computed by dividing the NAVD 88
 LX2959.geopotential number by the normal gravity value computed on the
 LX2959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2959.degrees latitude (g = 980.6199 gals.).
 LX2959
 LX2959.The modeled gravity was interpolated from observed gravity values.
 LX2959
 LX2959;                    North         East    Units  Estimated Accuracy
 LX2959;SPC CT       -   259,640.      335,300.      MT  (+/- 180 meters Scaled)
 LX2959
 LX2959                          SUPERSEDED SURVEY CONTROL
 LX2959
 LX2959.No superseded survey control is available for this station.
 LX2959
 LX2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM174306(NAD 83)
 LX2959_MARKER: DD = SURVEY DISK
 LX2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2959_SP_SET: CONCRETE POST
 LX2959_STAMPING: 5406
 LX2959_MARK LOGO: CTGS  
 LX2959_PROJECTION: RECESSED 10 CENTIMETERS
 LX2959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2959+STABILITY: SURFACE MOTION
 LX2959
 LX2959  HISTORY     - Date     Condition        Report By
 LX2959  HISTORY     - 1978     MONUMENTED       CTGS
 LX2959  HISTORY     - 1986     GOOD             NGS
 LX2959
 LX2959                          STATION DESCRIPTION
 LX2959
 LX2959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2959'0.9 KM (0.55 MI) WEST FROM NORTH COVENTRY.
 LX2959'0.9 KM (0.55 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2959'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE RIGHT IN THE
 LX2959'FRONT LAWN OF HOUSE NO. 1928.  IT IS 7.32 METERS (24.0 FT) NORTH OF
 LX2959'THE CENTERLINE OF THE HIGHWAY, 14.78 METERS (48.5 FT) WEST OF UTILITY
 LX2959'BRACE POLE 267-S AND 6.40 METERS (21.0 FT) WEST OF THE CENTER OF THE
 LX2959'DRIVEWAY TO THE HOUSE.
 LX2959'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3466 ***********************************************************************
 LX3466  DESIGNATION -  543
 LX3466  PID         -  LX3466
 LX3466  STATE/COUNTY-  CT/NEW LONDON
 LX3466  USGS QUAD   -  NIANTIC (1983)
 LX3466
 LX3466                         *CURRENT SURVEY CONTROL
 LX3466  ___________________________________________________________________
 LX3466* NAD 83(1986)-  41 20 48.     (N)    072 08 28.     (W)     SCALED    
 LX3466* NAVD 88     -        11.046  (meters)      36.24   (feet)  ADJUSTED  
 LX3466  ___________________________________________________________________
 LX3466  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX3466  DYNAMIC HT  -          11.042 (meters)      36.23  (feet)  COMP
 LX3466  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX3466
 LX3466  VERT ORDER  -  FIRST     CLASS II
 LX3466
 LX3466.The horizontal coordinates were scaled from a topographic map and have
 LX3466.an estimated accuracy of +/- 6 seconds.
 LX3466
 LX3466.The orthometric height was determined by differential leveling
 LX3466.and adjusted by the National Geodetic Survey in June 1991..
 LX3466
 LX3466.The geoid height was determined by GEOID03.
 LX3466
 LX3466.The dynamic height is computed by dividing the NAVD 88
 LX3466.geopotential number by the normal gravity value computed on the
 LX3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3466.degrees latitude (g = 980.6199 gals.).
 LX3466
 LX3466.The modeled gravity was interpolated from observed gravity values.
 LX3466
 LX3466;                    North         East    Units  Estimated Accuracy
 LX3466;SPC CT       -   209,590.      355,760.      MT  (+/- 180 meters Scaled)
 LX3466
 LX3466                          SUPERSEDED SURVEY CONTROL
 LX3466
 LX3466.No superseded survey control is available for this station.
 LX3466
 LX3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL391811(NAD 83)
 LX3466_MARKER: DD = SURVEY DISK
 LX3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3466_SP_SET: CONCRETE POST
 LX3466_STAMPING: 543
 LX3466_MARK LOGO: CTGS  
 LX3466_PROJECTION: RECESSED 18 CENTIMETERS
 LX3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3466+STABILITY: SURFACE MOTION
 LX3466
 LX3466  HISTORY     - Date     Condition        Report By
 LX3466  HISTORY     - 1934     MONUMENTED       CTGS
 LX3466  HISTORY     - 1986     GOOD             NGS
 LX3466  HISTORY     - 1989     GOOD             USPSQD
 LX3466  HISTORY     - 19900310 GOOD             USPSQD
 LX3466
 LX3466                          STATION DESCRIPTION
 LX3466
 LX3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3466'1.3 KM (0.8 MI) WEST FROM WATERFORD.
 LX3466'1.3 KM (0.8 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3466'HIGHWAY 156 IN WATERFORD TO THE MARK ON THE LEFT AT POWER POLE NO.
 LX3466'2692 AND ACROSS HIGHWAY FROM HOUSE NO. 247.  IT IS 6.3 METERS (20.9
 LX3466'FT) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 2.1 METERS (6.9 FT)
 LX3466'NORTHWEST OF POWER POLE NO. 2692 AND 0.76 METER (2.5 FT) NORTHEAST OF
 LX3466'A HEDGE ROW.
 LX3466'THE MARK IS 0.18 M BELOW U.S. HIGHWAY 1.
 LX3466
 LX3466                          STATION RECOVERY (1989)
 LX3466
 LX3466'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3466'RECOVERED IN GOOD CONDITION.
 LX3466
 LX3466                          STATION RECOVERY (1990)
 LX3466
 LX3466'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3465 ***********************************************************************
 LX3465  DESIGNATION -  544
 LX3465  PID         -  LX3465
 LX3465  STATE/COUNTY-  CT/NEW LONDON
 LX3465  USGS QUAD   -  NIANTIC (1983)
 LX3465
 LX3465                         *CURRENT SURVEY CONTROL
 LX3465  ___________________________________________________________________
 LX3465* NAD 83(1986)-  41 20 57.     (N)    072 08 59.     (W)     SCALED    
 LX3465* NAVD 88     -        12.556  (meters)      41.19   (feet)  ADJUSTED  
 LX3465  ___________________________________________________________________
 LX3465  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX3465  DYNAMIC HT  -          12.552 (meters)      41.18  (feet)  COMP
 LX3465  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX3465
 LX3465  VERT ORDER  -  FIRST     CLASS II
 LX3465
 LX3465.The horizontal coordinates were scaled from a topographic map and have
 LX3465.an estimated accuracy of +/- 6 seconds.
 LX3465
 LX3465.The orthometric height was determined by differential leveling
 LX3465.and adjusted by the National Geodetic Survey in June 1991..
 LX3465
 LX3465.The geoid height was determined by GEOID03.
 LX3465
 LX3465.The dynamic height is computed by dividing the NAVD 88
 LX3465.geopotential number by the normal gravity value computed on the
 LX3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3465.degrees latitude (g = 980.6199 gals.).
 LX3465
 LX3465.The modeled gravity was interpolated from observed gravity values.
 LX3465
 LX3465;                    North         East    Units  Estimated Accuracy
 LX3465;SPC CT       -   209,860.      355,040.      MT  (+/- 180 meters Scaled)
 LX3465
 LX3465                          SUPERSEDED SURVEY CONTROL
 LX3465
 LX3465.No superseded survey control is available for this station.
 LX3465
 LX3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL384814(NAD 83)
 LX3465_MARKER: DD = SURVEY DISK
 LX3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3465_SP_SET: CONCRETE POST
 LX3465_STAMPING: 544
 LX3465_MARK LOGO: CTGS  
 LX3465_PROJECTION: RECESSED 12 CENTIMETERS
 LX3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3465+STABILITY: SURFACE MOTION
 LX3465
 LX3465  HISTORY     - Date     Condition        Report By
 LX3465  HISTORY     - 1938     MONUMENTED       CTGS
 LX3465  HISTORY     - 1986     GOOD             NGS
 LX3465  HISTORY     - 1989     GOOD             USPSQD
 LX3465  HISTORY     - 19900310 GOOD             USPSQD
 LX3465
 LX3465                          STATION DESCRIPTION
 LX3465
 LX3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3465'1.9 KM (1.2 MI) WEST FROM WATERFORD.
 LX3465'1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY FROM THE JUNCTION OF STATE
 LX3465'HIGHWAY 156 IN WATERFORD TO THE MARK ON THE RIGHT ACROSS HIGHWAY FROM
 LX3465'POWER POLE NO. 2712.  IT IS 6.7 METERS (22.0 FT) NORTHEAST OF THE
 LX3465'CENTERLINE OF U.S. HIGHWAY 1, 13.2 METERS (43.6 FT) NORTH OF POWER
 LX3465'POLE NO. 2712, 6.2 METERS (20.5 FT) NORTHWEST OF THE CENTER OF A
 LX3465'DRIVEWAY AND 0.60 METER (2.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 LX3465'A ROCK WALL.
 LX3465'THE MARK IS 0.30 M ABOVE U.S. HIGHWAY 1.
 LX3465
 LX3465                          STATION RECOVERY (1989)
 LX3465
 LX3465'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3465'RECOVERED IN GOOD CONDITION.
 LX3465
 LX3465                          STATION RECOVERY (1990)
 LX3465
 LX3465'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3127 ***********************************************************************
 LX3127  DESIGNATION -  5453
 LX3127  PID         -  LX3127
 LX3127  STATE/COUNTY-  CT/HARTFORD
 LX3127  USGS QUAD   -  GLASTONBURY (1992)
 LX3127
 LX3127                         *CURRENT SURVEY CONTROL
 LX3127  ___________________________________________________________________
 LX3127* NAD 83(1996)-  41 38 57.     (N)    072 36 16.     (W)     SCALED    
 LX3127* NAVD 88     -        55.411  (meters)     181.79   (feet)  ADJUSTED  
 LX3127  ___________________________________________________________________
 LX3127  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX3127  DYNAMIC HT  -          55.394 (meters)     181.74  (feet)  COMP
 LX3127  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 LX3127
 LX3127  VERT ORDER  -  FIRST     CLASS II
 LX3127
 LX3127.The horizontal coordinates were scaled from a topographic map and have
 LX3127.an estimated accuracy of +/- 6 seconds.
 LX3127
 LX3127.The orthometric height was determined by differential leveling
 LX3127.and adjusted by the National Geodetic Survey in June 1991..
 LX3127
 LX3127.The geoid height was determined by GEOID03.
 LX3127
 LX3127.The dynamic height is computed by dividing the NAVD 88
 LX3127.geopotential number by the normal gravity value computed on the
 LX3127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3127.degrees latitude (g = 980.6199 gals.).
 LX3127
 LX3127.The modeled gravity was interpolated from observed gravity values.
 LX3127
 LX3127;                    North         East    Units  Estimated Accuracy
 LX3127;SPC CT       -   243,020.      316,930.      MT  (+/- 180 meters Scaled)
 LX3127
 LX3127                          SUPERSEDED SURVEY CONTROL
 LX3127
 LX3127  NGVD 29 (07/19/86)   55.7    (m)          183.     (f) VERT ANG       
 LX3127
 LX3127.Superseded values are not recommended for survey control.
 LX3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3127.See file dsdata.txt to determine how the superseded data were derived.
 LX3127
 LX3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM994135(NAD 83)
 LX3127_MARKER: DD = SURVEY DISK
 LX3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3127_SP_SET: CONCRETE POST
 LX3127_STAMPING: 5453
 LX3127_MARK LOGO: CTGS  
 LX3127_PROJECTION: FLUSH
 LX3127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3127+STABILITY: SURFACE MOTION
 LX3127
 LX3127  HISTORY     - Date     Condition        Report By
 LX3127  HISTORY     - 1978     MONUMENTED       CTGS
 LX3127  HISTORY     - 1986     GOOD             NGS
 LX3127
 LX3127                          STATION DESCRIPTION
 LX3127
 LX3127'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (NNF)
 LX3127'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF PORTLAND,
 LX3127'2-3/4 MILES SOUTH OF GLASTONBURY AND 1 MILE SOUTHEAST OF
 LX3127'ROCKY HILL.
 LX3127'
 LX3127'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 160,
 LX3127'WATER STREET, AND STATE ROUTE 17, MAIN STREET, IN SOUTH
 LX3127'GLASTONBURY, GO SOUTH ON STATE ROUTE 17 FOR 1.10 MILES TO THE
 LX3127'STATION ON THE LEFT, SOUTHEAST.
 LX3127'
 LX3127'THE STATION MARK STAMPED---5453---, IS A CONNECTICUT GEODETIC
 LX3127'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3127'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3127'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 89.1 FEET
 LX3127'NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1912, 70.4
 LX3127'FEET SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1911, 54
 LX3127'FEET NORTHEAST OF THE CENTERLINE OF A BITUMINOUS DRIVE AND 24
 LX3127'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 17.
 LX3127'
 LX3127'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX3127'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET FLUSH
 LX3127'WITH THE SURFACE OF THE GROUND.  IT IS 65.3 FEET NORTHEAST OF
 LX3127'SOUTHERN NEW ENGLAND TELEPHONE POLE 1912, 30 FEET NORTHEAST
 LX3127'OF THE CENTERLINE OF A BITUMINOUS DRIVE AND 24 FEET SOUTHEAST
 LX3127'OF THE CENTERLINE OF STATE ROUTE 17.
 LX3127'
 LX3127'THE STATION MARK STAMPED---5455---, IS A CONNECTICUT GEODETIC
 LX3127'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3127'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3127'FLUSH WITH THE SURFACE OF THE GROUND.
 LX3127'IT IS 0.16 MILES SOUTHWEST OF THE STATION ALONG STATE ROUTE 17
 LX3127'TO THE STATION ON THE RIGHT, WEST.  IT IS 52.5 FEET SOUTHWEST
 LX3127'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1916, 26 FEET WEST OF
 LX3127'THE CENTERLINE OF STATE ROUTE 17 AND 21.0 FEET SOUTHEAST OF A
 LX3127'10 INCH MAPLE TREE.
 LX3127'
 LX3127'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3127'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX3127'TRIANGLE IN A 1 FOOT BY 1-1/2 FOOT PIECE OF EXPOSED LEDGE, SET
 LX3127'FLUSH.  IT IS 65.8 FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX3127'POLE 1911, 19 FEET NORTHEAST OF THE CENTERLINE OF AN OILED
 LX3127'DRIVE AND 32 FEET NORTHWEST OF THE CENTERLINE OF STATE ROUTE 17.
 LX3127'
 LX3127'THE STATION MARK STAMPED---5454---, IS A CONNECTICUT GEODETIC
 LX3127'SURVEY DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3127'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3127'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.13 MILES
 LX3127'NORTHEAST OF THE STATION ALONG STATE ROUTE 17 TO THE STATION ON
 LX3127'THE RIGHT, EAST.  IT IS 26 FEET EAST OF THE CENTERLINE OF STATE
 LX3127'ROUTE 17, 16.8 FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3127'1906 AND 15 FEET SOUTH OF THE CENTERLINE OF A BITUMINOUS
 LX3127'DRIVE.
 LX3127'
 LX3127'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3127'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A LEDGE
 LX3127'OUTCROP, SET 1-1/2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS
 LX3127'106.0 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3127'1912, 71.3 FEET SOUTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3127'1911, 61 FEET NORTHEAST OF THE CENTERLINE OF A BITUMINOUS
 LX3127'DRIVE AND 61 FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE
 LX3127'17.
 LX3127'
 LX3127'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3127'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A 1 FOOT BY
 LX3127'1-1/2 FOOT BY 1/2 FOOT HIGH SUNKEN BOULDER.  IT IS 79.2 FEET
 LX3127'NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1912, 81.1
 LX3127'FEET SOUTHWEST OF SOUTHERN NEW ENGLNAD TELEPHONE POLE 1911, 43
 LX3127'FEET NORTHEAST OF THE CENTERLINE OF A BITUMINOUS DRIVE AND 32
 LX3127'FEET SOUTHEAST OF THE CENTERLINE OF STATE ROUTE 17.
 LX3127'
 LX3127'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX3127'
 LX3127'DESCRIBED BY N.N. FIERRAVANTI.
 LX3127
 LX3127                          STATION RECOVERY (1986)
 LX3127
 LX3127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3127'1.9 KM (1.2 MI) SOUTH FROM SOUTH GLASTONBURY.
 LX3127'1.9 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3127'SOUTH GLASTONBURY TO THE MARK ON THE LEFT ACROSS HIGHWAY FROM HOUSE
 LX3127'NO. 387.  IT IS 7.3 METERS (24.0 FT) SOUTHEAST OF THE CENTERLINE OF
 LX3127'STATE HIGHWAY 17, 27.1 METERS (89.1 FT) NORTH OF POWER POLE NO. 1912,
 LX3127'21.4 METERS (70.4 FT) SOUTHWEST OF POWER POLE NO. 1911, 2.5 METERS
 LX3127'(8.4 FT) NORTHWEST OF A RAIL FENCE CORNER AND 2.2 METERS (7.3 FT) WEST
 LX3127'OF A RAIL FENCE.
 LX3127'THE MARK IS 0.18 METERS  W FROM  A WITNESS POST
 LX3127'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3128 ***********************************************************************
 LX3128  DESIGNATION -  5454
 LX3128  PID         -  LX3128
 LX3128  STATE/COUNTY-  CT/HARTFORD
 LX3128  USGS QUAD   -  GLASTONBURY (1992)
 LX3128
 LX3128                         *CURRENT SURVEY CONTROL
 LX3128  ___________________________________________________________________
 LX3128* NAD 83(1986)-  41 39 03.     (N)    072 36 12.     (W)     SCALED    
 LX3128* NAVD 88     -        50.451  (meters)     165.52   (feet)  ADJUSTED  
 LX3128  ___________________________________________________________________
 LX3128  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX3128  DYNAMIC HT  -          50.435 (meters)     165.47  (feet)  COMP
 LX3128  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 LX3128
 LX3128  VERT ORDER  -  FIRST     CLASS II
 LX3128
 LX3128.The horizontal coordinates were scaled from a topographic map and have
 LX3128.an estimated accuracy of +/- 6 seconds.
 LX3128
 LX3128.The orthometric height was determined by differential leveling
 LX3128.and adjusted by the National Geodetic Survey in June 1991..
 LX3128
 LX3128.The geoid height was determined by GEOID03.
 LX3128
 LX3128.The dynamic height is computed by dividing the NAVD 88
 LX3128.geopotential number by the normal gravity value computed on the
 LX3128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3128.degrees latitude (g = 980.6199 gals.).
 LX3128
 LX3128.The modeled gravity was interpolated from observed gravity values.
 LX3128
 LX3128;                    North         East    Units  Estimated Accuracy
 LX3128;SPC CT       -   243,200.      317,020.      MT  (+/- 180 meters Scaled)
 LX3128
 LX3128                          SUPERSEDED SURVEY CONTROL
 LX3128
 LX3128.No superseded survey control is available for this station.
 LX3128
 LX3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM995137(NAD 83)
 LX3128_MARKER: DD = SURVEY DISK
 LX3128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3128_SP_SET: CONCRETE POST
 LX3128_STAMPING: 5454
 LX3128_MARK LOGO: CTGS  
 LX3128_PROJECTION: FLUSH
 LX3128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3128+STABILITY: SURFACE MOTION
 LX3128
 LX3128  HISTORY     - Date     Condition        Report By
 LX3128  HISTORY     - UNK      MONUMENTED       CTGS
 LX3128  HISTORY     - 1986     GOOD             NGS
 LX3128
 LX3128                          STATION DESCRIPTION
 LX3128
 LX3128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3128'1.6 KM (1.0 MI) SOUTH FROM SOUTH GLASTONBURY.
 LX3128'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3128'SOUTH GLASTONBURY TO THE MARK ON THE LEFT.  IT IS 7.4 METERS (24.5 FT)
 LX3128'EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 5.0 METERS (16.6 FT) NORTH
 LX3128'OF POWER POLE NO. 1906, 4.5 METERS (15.0 FT) SOUTH OF THE CENTER OF A
 LX3128'BLACKTOP DRIVEWAY, 3.7 METERS (12.3 FT) SOUTHEAST OF THE END OF A RAIL
 LX3128'FENCE AND 1.4 METERS (4.7 FT) EAST OF END GUARD POST.
 LX3128'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX3128'THE MARK IS 0.18 M BELOW HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3126 ***********************************************************************
 LX3126  DESIGNATION -  5455
 LX3126  PID         -  LX3126
 LX3126  STATE/COUNTY-  CT/HARTFORD
 LX3126  USGS QUAD   -  GLASTONBURY (1992)
 LX3126
 LX3126                         *CURRENT SURVEY CONTROL
 LX3126  ___________________________________________________________________
 LX3126* NAD 83(1986)-  41 38 49.     (N)    072 36 19.     (W)     SCALED    
 LX3126* NAVD 88     -        53.278  (meters)     174.80   (feet)  ADJUSTED  
 LX3126  ___________________________________________________________________
 LX3126  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX3126  DYNAMIC HT  -          53.261 (meters)     174.74  (feet)  COMP
 LX3126  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 LX3126
 LX3126  VERT ORDER  -  FIRST     CLASS II
 LX3126
 LX3126.The horizontal coordinates were scaled from a topographic map and have
 LX3126.an estimated accuracy of +/- 6 seconds.
 LX3126
 LX3126.The orthometric height was determined by differential leveling
 LX3126.and adjusted by the National Geodetic Survey in June 1991..
 LX3126
 LX3126.The geoid height was determined by GEOID03.
 LX3126
 LX3126.The dynamic height is computed by dividing the NAVD 88
 LX3126.geopotential number by the normal gravity value computed on the
 LX3126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3126.degrees latitude (g = 980.6199 gals.).
 LX3126
 LX3126.The modeled gravity was interpolated from observed gravity values.
 LX3126
 LX3126;                    North         East    Units  Estimated Accuracy
 LX3126;SPC CT       -   242,770.      316,860.      MT  (+/- 180 meters Scaled)
 LX3126
 LX3126                          SUPERSEDED SURVEY CONTROL
 LX3126
 LX3126.No superseded survey control is available for this station.
 LX3126
 LX3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM994133(NAD 83)
 LX3126_MARKER: DD = SURVEY DISK
 LX3126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3126_SP_SET: CONCRETE POST
 LX3126_STAMPING: 5455
 LX3126_MARK LOGO: CTGS  
 LX3126_PROJECTION: FLUSH
 LX3126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3126+STABILITY: SURFACE MOTION
 LX3126
 LX3126  HISTORY     - Date     Condition        Report By
 LX3126  HISTORY     - UNK      MONUMENTED       CTGS
 LX3126  HISTORY     - 1986     GOOD             NGS
 LX3126
 LX3126                          STATION DESCRIPTION
 LX3126
 LX3126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3126'2.1 KM (1.3 MI) SOUTH FROM SOUTH GLASTONBURY.
 LX3126'2.1 KM (1.3 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3126'SOUTH GLASTONBURY TO THE MARK ON THE RIGHT.  IT IS 7.9 METERS (26.0
 LX3126'FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 17 AND 5.4 METERS (18.0
 LX3126'FT) SOUTHWEST OF THE CENTER OF THE SOUTH ENTRANCE DRIVEWAY.
 LX3126'THE MARK IS 0.15 METERS  E FROM  A WITNESS POST
 LX3126'THE MARK IS ABOVE LEVEL WITH HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2255 ***********************************************************************
 LX2255  DESIGNATION -  546
 LX2255  PID         -  LX2255
 LX2255  STATE/COUNTY-  CT/MIDDLESEX
 LX2255  USGS QUAD   -  ESSEX (1977)
 LX2255
 LX2255                         *CURRENT SURVEY CONTROL
 LX2255  ___________________________________________________________________
 LX2255* NAD 83(1986)-  41 19 57.     (N)    072 22 50.     (W)     SCALED    
 LX2255* NAVD 88     -        12.735  (meters)      41.78   (feet)  ADJUSTED  
 LX2255  ___________________________________________________________________
 LX2255  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX2255  DYNAMIC HT  -          12.731 (meters)      41.77  (feet)  COMP
 LX2255  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX2255
 LX2255  VERT ORDER  -  FIRST     CLASS II
 LX2255
 LX2255.The horizontal coordinates were scaled from a topographic map and have
 LX2255.an estimated accuracy of +/- 6 seconds.
 LX2255
 LX2255.The orthometric height was determined by differential leveling
 LX2255.and adjusted by the National Geodetic Survey in June 1991..
 LX2255
 LX2255.The geoid height was determined by GEOID03.
 LX2255
 LX2255.The dynamic height is computed by dividing the NAVD 88
 LX2255.geopotential number by the normal gravity value computed on the
 LX2255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2255.degrees latitude (g = 980.6199 gals.).
 LX2255
 LX2255.The modeled gravity was interpolated from observed gravity values.
 LX2255
 LX2255;                    North         East    Units  Estimated Accuracy
 LX2255;SPC CT       -   207,900.      335,730.      MT  (+/- 180 meters Scaled)
 LX2255
 LX2255                          SUPERSEDED SURVEY CONTROL
 LX2255
 LX2255.No superseded survey control is available for this station.
 LX2255
 LX2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL191789(NAD 83)
 LX2255_MARKER: DD = SURVEY DISK
 LX2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2255_SP_SET: CONCRETE POST
 LX2255_STAMPING: 546
 LX2255_MARK LOGO: CTGS  
 LX2255_PROJECTION: RECESSED 2 CENTIMETERS
 LX2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2255+STABILITY: SURFACE MOTION
 LX2255
 LX2255  HISTORY     - Date     Condition        Report By
 LX2255  HISTORY     - UNK      MONUMENTED       CTGS
 LX2255  HISTORY     - 1984     GOOD             NGS
 LX2255  HISTORY     - 1989     GOOD             USPSQD
 LX2255  HISTORY     - 1991     GOOD             USPSQD
 LX2255  HISTORY     - 19970127 GOOD             USPSQD
 LX2255  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 LX2255
 LX2255                          STATION DESCRIPTION
 LX2255
 LX2255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2255'3.9 KM (2.4 MI) NORTH FROM OLD SAYBROOK.
 LX2255'3.9 KM (2.4 MI) NORTH ALONG STATE HIGHWAY 154 FROM THE HIGHWAY BRIDGE
 LX2255'OVER AMTRAK RAILROAD IN OLD SAYBROOK TO THE MARK ON THE LEFT, 5.4
 LX2255'METERS (18.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.9 METERS
 LX2255'(12.8 FT) NORTH OF POWER POLE 848, 0.91 METER (3.0 FT) NORTHEAST OF A
 LX2255'1/2 INCH DRILL HOLE IN A 0.6 BY 0.6 BY 0.6 METER (2 BY 2 BY 2 FT)
 LX2255'BOULDER.
 LX2255'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX2255'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2255
 LX2255                          STATION RECOVERY (1989)
 LX2255
 LX2255'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2255'RECOVERED IN GOOD CONDITION.
 LX2255
 LX2255                          STATION RECOVERY (1991)
 LX2255
 LX2255'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2255'RECOVERED IN GOOD CONDITION.
 LX2255
 LX2255                          STATION RECOVERY (1997)
 LX2255
 LX2255'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2255'RECOVERED IN GOOD CONDITION.
 LX2255
 LX2255                          STATION RECOVERY (1999)
 LX2255
 LX2255'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3152 ***********************************************************************
 LX3152  DESIGNATION -  5474
 LX3152  PID         -  LX3152
 LX3152  STATE/COUNTY-  CT/HARTFORD
 LX3152  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3152
 LX3152                         *CURRENT SURVEY CONTROL
 LX3152  ___________________________________________________________________
 LX3152* NAD 83(1986)-  41 38 58.     (N)    072 40 43.     (W)     SCALED    
 LX3152* NAVD 88     -        52.572  (meters)     172.48   (feet)  ADJUSTED  
 LX3152  ___________________________________________________________________
 LX3152  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX3152  DYNAMIC HT  -          52.556 (meters)     172.43  (feet)  COMP
 LX3152  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX3152
 LX3152  VERT ORDER  -  FIRST     CLASS II
 LX3152
 LX3152.The horizontal coordinates were scaled from a topographic map and have
 LX3152.an estimated accuracy of +/- 6 seconds.
 LX3152
 LX3152.The orthometric height was determined by differential leveling
 LX3152.and adjusted by the National Geodetic Survey in June 1991..
 LX3152
 LX3152.The geoid height was determined by GEOID03.
 LX3152
 LX3152.The dynamic height is computed by dividing the NAVD 88
 LX3152.geopotential number by the normal gravity value computed on the
 LX3152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3152.degrees latitude (g = 980.6199 gals.).
 LX3152
 LX3152.The modeled gravity was interpolated from observed gravity values.
 LX3152
 LX3152;                    North         East    Units  Estimated Accuracy
 LX3152;SPC CT       -   243,040.      310,750.      MT  (+/- 180 meters Scaled)
 LX3152
 LX3152                          SUPERSEDED SURVEY CONTROL
 LX3152
 LX3152.No superseded survey control is available for this station.
 LX3152
 LX3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM933134(NAD 83)
 LX3152_MARKER: DD = SURVEY DISK
 LX3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3152_SP_SET: CONCRETE POST
 LX3152_STAMPING: 5474
 LX3152_MARK LOGO: CTGS  
 LX3152_PROJECTION: RECESSED 8 CENTIMETERS
 LX3152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3152+STABILITY: SURFACE MOTION
 LX3152
 LX3152  HISTORY     - Date     Condition        Report By
 LX3152  HISTORY     - UNK      MONUMENTED       CTGS
 LX3152  HISTORY     - 1986     GOOD             NGS
 LX3152
 LX3152                          STATION DESCRIPTION
 LX3152
 LX3152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3152'4.4 KM (2.75 MI) SW FROM ROCKY HILL.
 LX3152'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF
 LX3152'STATE HIGHWAY 99 IN ROCKY HILL TO THE JUNCTION OF STATE HIGHWAY 3,
 LX3152'THENCE 1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 3 TO THE INTERSECTION
 LX3152'OF WEST STREET AND THE MARK ON THE RIGHT.  IT IS 7.6 METERS (25.0 FT)
 LX3152'WEST OF THE CENTERLINE OF STATE HIGHWAY 3, 16.0 METERS (52.8 FT) NORTH
 LX3152'OF POWER POLE NO. 2978, 15.6 METERS (51.5 FT) EAST OF THE NORTHEAST
 LX3152'CORNER OF SHUNPIKE HARDWARE, 14.6 METERS (48.0 FT) SOUTH OF POWER POLE
 LX3152'NO. 556 AND 1.7 METERS (5.8 FT) NORTH OF THE EXTENDED CENTERLINE OF
 LX3152'WEST STREET.
 LX3152'THE MARK IS 0.18 M ABOVE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2890 ***********************************************************************
 LX2890  DESIGNATION -  5480
 LX2890  PID         -  LX2890
 LX2890  STATE/COUNTY-  CT/HARTFORD
 LX2890  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2890
 LX2890                         *CURRENT SURVEY CONTROL
 LX2890  ___________________________________________________________________
 LX2890* NAD 83(1996)-  41 47 12.     (N)    072 37 57.     (W)     SCALED    
 LX2890* NAVD 88     -        15.510  (meters)      50.89   (feet)  ADJUSTED  
 LX2890  ___________________________________________________________________
 LX2890  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2890  DYNAMIC HT  -          15.506 (meters)      50.87  (feet)  COMP
 LX2890  MODELED GRAV-     980,328.1   (mgal)                       NAVD 88
 LX2890
 LX2890  VERT ORDER  -  FIRST     CLASS II
 LX2890
 LX2890.The horizontal coordinates were scaled from a topographic map and have
 LX2890.an estimated accuracy of +/- 6 seconds.
 LX2890
 LX2890.The orthometric height was determined by differential leveling
 LX2890.and adjusted by the National Geodetic Survey in June 1991..
 LX2890
 LX2890.The geoid height was determined by GEOID03.
 LX2890
 LX2890.The dynamic height is computed by dividing the NAVD 88
 LX2890.geopotential number by the normal gravity value computed on the
 LX2890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2890.degrees latitude (g = 980.6199 gals.).
 LX2890
 LX2890.The modeled gravity was interpolated from observed gravity values.
 LX2890
 LX2890;                    North         East    Units  Estimated Accuracy
 LX2890;SPC CT       -   258,280.      314,570.      MT  (+/- 180 meters Scaled)
 LX2890
 LX2890                          SUPERSEDED SURVEY CONTROL
 LX2890
 LX2890  NGVD 29 (07/19/86)   15.8    (m)           52.     (f) VERT ANG       
 LX2890
 LX2890.Superseded values are not recommended for survey control.
 LX2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2890.See file dsdata.txt to determine how the superseded data were derived.
 LX2890
 LX2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM967288(NAD 83)
 LX2890_MARKER: DD = SURVEY DISK
 LX2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2890_SP_SET: CONCRETE POST
 LX2890_STAMPING: 5480
 LX2890_MARK LOGO: CTGS  
 LX2890_PROJECTION: FLUSH
 LX2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2890+STABILITY: SURFACE MOTION
 LX2890
 LX2890  HISTORY     - Date     Condition        Report By
 LX2890  HISTORY     - 1978     MONUMENTED       CTGS
 LX2890  HISTORY     - 1986     GOOD             NGS
 LX2890
 LX2890                          STATION DESCRIPTION
 LX2890
 LX2890'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (RCJ)
 LX2890'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF SOUTH
 LX2890'WINDSOR, 2-1/2 MILES WEST OF MANCHESTER AND 2-1/4 MILES
 LX2890'NORTHWEST OF GLASTONBURY.
 LX2890'
 LX2890'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 44, BURNSIDE
 LX2890'AVENUE, AND U.S. 5, MAIN STREET, IN EAST HARTFORD, GO
 LX2890'NORTHEAST ON U.S. 5 FOR 1.0 MILES TO THE STATION ON THE LEFT,
 LX2890'WEST.
 LX2890'
 LX2890'THE STATION MARK STAMPED---5480---, IS A CONNECTICUT GEODETIC
 LX2890'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2890'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX2890'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 89.1 FEET NORTH-
 LX2890'WEST OF A FIRE HYDRANT, 83.2 FEET SOUTHEAST OF HARTFORD
 LX2890'ELECTRIC LIGHT COMPANY POLE 34, 39.8 FEET NORTH OF HARTFORD
 LX2890'ELECTRIC LIGHT COMPANY POLE 32 AND 34 FEET WEST OF THE
 LX2890'CENTERLINE OF U.S. 5, SOUTH BOUND.
 LX2890'
 LX2890'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2890'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2890'TRIANGLE IN THE CONCRETE CURBING AT THE SOUTHEAST END OF A
 LX2890'TRIANGLE FORMED BY MAIN STREET AND ELLINGTON ROAD.  IT IS 46.0
 LX2890'FEET SOUTHEAST OF HARTFORD ELECTRIC LIGHT COMPANY POLE 34, 19
 LX2890'FEET WEST OF THE SOUTH BOUND LANE OF U.S. 5 AND 8.2 FEET SOUTH
 LX2890'OF HARTFORD ELECTRIC LIGHT COMPANY POLE 2772.
 LX2890'
 LX2890'THE STATION MARK STAMPED---5481---, IS A CONNECTICUT GEODETIC
 LX2890'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2890'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX2890'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.23 MILES
 LX2890'NORTHEAST OF THE STATION ALONG U.S. 5 TO THE STATION ON THE
 LX2890'LEFT, WEST.  IT IS 123.8 FEET NORTHEAST OF HARTFORD ELECTRIC
 LX2890'LIGHT COMPANY POLE 1967, 55.2 FEET SOUTHEAST OF HARTFORD
 LX2890'ELECTRIC LIGHT COMPANY POLE 1968 AND 20 FEET EAST OF THE
 LX2890'CENTERLINE OF THE SOUTH BOUND LANE OF U.S. 5.
 LX2890'
 LX2890'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2890'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX2890'TRIANGLE IN THE GRANITE CURB ON THE WEST SIDE OF U.S. 5.  IT
 LX2890'IS 56.7 FEET NORTHWEST OF A FIRE HYDRANT, 19.3 FEET NORTHEAST
 LX2890'OF HARTFORD ELECTRIC LIGHT COMPANY POLE 32, 12 FEET SOUTH OF
 LX2890'THE CENTERLINE OF A GRAVEL DRIVE AND 14 FEET WEST OF THE
 LX2890'CENTERLINE OF U.S. 5, SOUTH BOUND.
 LX2890'
 LX2890'THE STATION MARK STAMPED---1266 X---, IS A CONNECTICUT GEODETIC
 LX2890'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX2890'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX2890'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.1 MILES
 LX2890'SOUTHEAST OF THE STATION ALONG U.S. 5 TO THE STATION ON THE
 LX2890'LEFT, EAST. IT IS 80.9 FEET NORTHEAST OF HARTFORD ELECTRIC
 LX2890'LIGHT
 LX2890'COMPANY POLE 25, 80.1 FEET SOUTHWEST OF A FIRE HYDRANT, 54.3
 LX2890'FEET NORTHWEST OF HARTFORD ELECTRIC LIGHT COMPANY POLE 2038
 LX2890'AND 15 FEET WEST OF THE CENTERLINE OF U.S. 5, NORTH BOUND.
 LX2890'
 LX2890'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX2890'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN THE TOP CENTER
 LX2890'OF A CROSS IN A CONNECTICUT DEPARTMENT OF TRANSPORTATION
 LX2890'BOUNDARY MONUMENT.  THE TOP IS SET 3 INCHES ABOVE THE SURFACE
 LX2890'OF THE GROUND.  IT IS 61.6 FEET WEST OF A FIRE HYDRANT, 40.6
 LX2890'FEET SOUTHWEST OF HARTFORD ELECTRIC LIGHT COMPANY POLE 32, 61
 LX2890'FEET SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE AND 37 FEET WEST
 LX2890'OF THE CENTERLINE OF U.S. 5, SOUTH BOUND.
 LX2890'
 LX2890'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX2890'PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET FLUSH
 LX2890'WITH THE SURFACE OF THE GROUND.  IT IS 41 FEET WEST OF THE
 LX2890'CENTERLINE OF U.S. 5, 17.8 FEET NORTHWEST OF HARTFORD ELECTRIC
 LX2890'LIGHT COMPANY POLE 32, 6 FEET SOUTH OF THE CENTERLINE OF A
 LX2890'GRAVEL DRIVE AND 106.8 FEET SOUTHEAST OF HARTFORD ELECTRIC
 LX2890'LIGHT COMPANY POLE 34.
 LX2890'
 LX2890'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX2890'
 LX2890'DESCRIBED BY R.C. JORDAN.
 LX2890
 LX2890                          STATION RECOVERY (1986)
 LX2890
 LX2890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2890'2.3 KM (1.4 MI) NORTH FROM EAST HARTFORD.
 LX2890'2.3 KM (1.4 MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST
 LX2890'OFFICE IN EAST HARTFORD TO THE MARK ON THE LEFT.  IT IS 11.55 METERS
 LX2890'(37.9 FT) NORTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF STATE
 LX2890'HIGHWAY 5, 17.06 METERS (56.0 FT) WEST OF THE CENTER OF THE MOST
 LX2890'WESTERLY LANE OF MAIN STREET AND 12.34 METERS (40.5 FT) EAST OF
 LX2890'UTILITY POLE NO. 32 WITH ONE GUY WIRE.
 LX2890'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2891 ***********************************************************************
 LX2891  DESIGNATION -  5481
 LX2891  PID         -  LX2891
 LX2891  STATE/COUNTY-  CT/HARTFORD
 LX2891  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2891
 LX2891                         *CURRENT SURVEY CONTROL
 LX2891  ___________________________________________________________________
 LX2891* NAD 83(1986)-  41 47 19.     (N)    072 37 49.     (W)     SCALED    
 LX2891* NAVD 88     -        13.907  (meters)      45.63   (feet)  ADJUSTED  
 LX2891  ___________________________________________________________________
 LX2891  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2891  DYNAMIC HT  -          13.903 (meters)      45.61  (feet)  COMP
 LX2891  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LX2891
 LX2891  VERT ORDER  -  FIRST     CLASS II
 LX2891
 LX2891.The horizontal coordinates were scaled from a topographic map and have
 LX2891.an estimated accuracy of +/- 6 seconds.
 LX2891
 LX2891.The orthometric height was determined by differential leveling
 LX2891.and adjusted by the National Geodetic Survey in June 1991..
 LX2891
 LX2891.The geoid height was determined by GEOID03.
 LX2891
 LX2891.The dynamic height is computed by dividing the NAVD 88
 LX2891.geopotential number by the normal gravity value computed on the
 LX2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2891.degrees latitude (g = 980.6199 gals.).
 LX2891
 LX2891.The modeled gravity was interpolated from observed gravity values.
 LX2891
 LX2891;                    North         East    Units  Estimated Accuracy
 LX2891;SPC CT       -   258,500.      314,750.      MT  (+/- 180 meters Scaled)
 LX2891
 LX2891                          SUPERSEDED SURVEY CONTROL
 LX2891
 LX2891.No superseded survey control is available for this station.
 LX2891
 LX2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM969290(NAD 83)
 LX2891_MARKER: DD = SURVEY DISK
 LX2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2891_SP_SET: CONCRETE POST
 LX2891_STAMPING: 5481
 LX2891_MARK LOGO: CTGS  
 LX2891_PROJECTION: FLUSH
 LX2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2891+STABILITY: SURFACE MOTION
 LX2891
 LX2891  HISTORY     - Date     Condition        Report By
 LX2891  HISTORY     - 1978     MONUMENTED       CTGS
 LX2891  HISTORY     - 1986     GOOD             NGS
 LX2891
 LX2891                          STATION DESCRIPTION
 LX2891
 LX2891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2891'2.6 KM (1.6 MI) NORTH FROM EAST HARTFORD.
 LX2891'2.6 KM (1.6 MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST
 LX2891'OFFICE IN EAST HARTFORD TO THE MARK ON THE LEFT.  IT IS 8.81 METERS
 LX2891'(28.9 FT) NORTH OF THE CENTERLINE OF THE NORTHEASTERLY LANE OF STATE
 LX2891'HIGHWAY 5 AND 6.70 METERS (22.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2891'SOUTHBOUND LANES OF STATE HIGHWAY 5.
 LX2891'THE MARK IS 1.43 METERS  N FROM  A WITNESS POST
 LX2891'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2715 ***********************************************************************
 LX2715  DESIGNATION -  5482
 LX2715  PID         -  LX2715
 LX2715  STATE/COUNTY-  CT/HARTFORD
 LX2715  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2715
 LX2715                         *CURRENT SURVEY CONTROL
 LX2715  ___________________________________________________________________
 LX2715* NAD 83(1986)-  41 47 08.     (N)    072 42 39.     (W)     SCALED    
 LX2715* NAVD 88     -        22.634  (meters)      74.26   (feet)  ADJUSTED  
 LX2715  ___________________________________________________________________
 LX2715  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2715  DYNAMIC HT  -          22.627 (meters)      74.24  (feet)  COMP
 LX2715  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 LX2715
 LX2715  VERT ORDER  -  FIRST     CLASS II
 LX2715
 LX2715.The horizontal coordinates were scaled from a topographic map and have
 LX2715.an estimated accuracy of +/- 6 seconds.
 LX2715
 LX2715.The orthometric height was determined by differential leveling
 LX2715.and adjusted by the National Geodetic Survey in June 1991..
 LX2715
 LX2715.The geoid height was determined by GEOID03.
 LX2715
 LX2715.The dynamic height is computed by dividing the NAVD 88
 LX2715.geopotential number by the normal gravity value computed on the
 LX2715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2715.degrees latitude (g = 980.6199 gals.).
 LX2715
 LX2715.The modeled gravity was interpolated from observed gravity values.
 LX2715
 LX2715;                    North         East    Units  Estimated Accuracy
 LX2715;SPC CT       -   258,160.      308,060.      MT  (+/- 180 meters Scaled)
 LX2715
 LX2715                          SUPERSEDED SURVEY CONTROL
 LX2715
 LX2715.No superseded survey control is available for this station.
 LX2715
 LX2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM902285(NAD 83)
 LX2715_MARKER: DD = SURVEY DISK
 LX2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2715_SP_SET: CONCRETE POST
 LX2715_STAMPING: 5482
 LX2715_MARK LOGO: CTGS  
 LX2715_PROJECTION: FLUSH
 LX2715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2715+STABILITY: SURFACE MOTION
 LX2715
 LX2715  HISTORY     - Date     Condition        Report By
 LX2715  HISTORY     - 1977     MONUMENTED       CTGS
 LX2715  HISTORY     - 1985     GOOD             NGS
 LX2715
 LX2715                          STATION DESCRIPTION
 LX2715
 LX2715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2715'IN HARTFORD.
 LX2715'IN HARTFORD, 0.2 KM (0.15 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE
 LX2715'JUNCTION OF STATE HIGHWAY 189 TO THE MARK ON THE RIGHT, AT THE
 LX2715'JUNCTION OF TERRY ROAD, 8.22 METERS (27.0 FT) SOUTH OF THE CENTERLINE
 LX2715'OF THE HIGHWAY, 19.01 METERS (65.0 FT) EAST OF THE CENTER OF TERRY
 LX2715'ROAD, 7.25 METERS (23.8 FT) EAST OF A FIRE ALARM BOX, 1.15 METERS (3.8
 LX2715'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF AN
 LX2715'ALUMINUM LAMP POST, 0.18 METER (0.6 FT) NORTH OF THE NORTH EDGE OF THE
 LX2715'SIDE WALK.
 LX2715'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3159 ***********************************************************************
 LX3159  DESIGNATION -  5499
 LX3159  PID         -  LX3159
 LX3159  STATE/COUNTY-  CT/HARTFORD
 LX3159  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3159
 LX3159                         *CURRENT SURVEY CONTROL
 LX3159  ___________________________________________________________________
 LX3159* NAD 83(1996)-  41 38 28.     (N)    072 44 01.     (W)     SCALED    
 LX3159* NAVD 88     -        16.620  (meters)      54.53   (feet)  ADJUSTED  
 LX3159  ___________________________________________________________________
 LX3159  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX3159  DYNAMIC HT  -          16.615 (meters)      54.51  (feet)  COMP
 LX3159  MODELED GRAV-     980,311.7   (mgal)                       NAVD 88
 LX3159
 LX3159  VERT ORDER  -  FIRST     CLASS II
 LX3159
 LX3159.The horizontal coordinates were scaled from a topographic map and have
 LX3159.an estimated accuracy of +/- 6 seconds.
 LX3159
 LX3159.The orthometric height was determined by differential leveling
 LX3159.and adjusted by the National Geodetic Survey in June 1991..
 LX3159
 LX3159.The geoid height was determined by GEOID03.
 LX3159
 LX3159.The dynamic height is computed by dividing the NAVD 88
 LX3159.geopotential number by the normal gravity value computed on the
 LX3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3159.degrees latitude (g = 980.6199 gals.).
 LX3159
 LX3159.The modeled gravity was interpolated from observed gravity values.
 LX3159
 LX3159;                    North         East    Units  Estimated Accuracy
 LX3159;SPC CT       -   242,110.      306,170.      MT  (+/- 180 meters Scaled)
 LX3159
 LX3159                          SUPERSEDED SURVEY CONTROL
 LX3159
 LX3159  NGVD 29 (07/19/86)   16.9    (m)           55.     (f) VERT ANG       
 LX3159
 LX3159.Superseded values are not recommended for survey control.
 LX3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3159.See file dsdata.txt to determine how the superseded data were derived.
 LX3159
 LX3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM887124(NAD 83)
 LX3159_MARKER: DD = SURVEY DISK
 LX3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3159_SP_SET: CONCRETE POST
 LX3159_STAMPING: 5499
 LX3159_MARK LOGO: CTGS  
 LX3159_PROJECTION: RECESSED 5 CENTIMETERS
 LX3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3159+STABILITY: SURFACE MOTION
 LX3159
 LX3159  HISTORY     - Date     Condition        Report By
 LX3159  HISTORY     - 1978     MONUMENTED       CTGS
 LX3159  HISTORY     - 1986     GOOD             NGS
 LX3159  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 LX3159
 LX3159                          STATION DESCRIPTION
 LX3159
 LX3159'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (RCJ)
 LX3159'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF ROCKY
 LX3159'HILL, 1-3/4 MILES SOUTHWEST OF NEWINGTON AND 1-3/4 MILES
 LX3159'SOUTHEAST OF NEW BRITAIN.
 LX3159'
 LX3159'THE STATION IS LOCATED AT THE INTERSECTION OF STATE ROUTE 160,
 LX3159'DEMING ROAD, AND STATE ROUTES 5 AND 15, BERLIN TURNPIKE IN
 LX3159'BERLIN.
 LX3159'
 LX3159'THE STATION MARK STAMPED---5499---, IS A CONNECTICUT GEODETIC
 LX3159'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3159'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3159'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 83.6 FEET
 LX3159'NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE 4732, 48 FEET
 LX3159'SOUTHWEST OF THE CENTERLINE OF DEMING ROAD, 28 FEET NORTHWEST
 LX3159'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF STATE ROUTE 5 AND
 LX3159'15 AND 23.6 FEET SOUTH OF CONNECTICUT LIGHT AND POWER POLE
 LX3159'176.
 LX3159'
 LX3159'THE STATION MARK STAMPED---5500---, IS A CONNECTICUT GEODETIC
 LX3159'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3159'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX3159'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 0.73 MILES
 LX3159'SOUTHWEST OF THE STATION ALONG STATE ROUTES 5 AND 15, TO THE
 LX3159'STATION ON THE RIGHT, NORTHWEST.
 LX3159'IT IS 64.0 FEET NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE
 LX3159'2001, 61.4 FEET SOUTHEAST OF CONNECTICUT LIGHT AND POWER POLE
 LX3159'2292-S, 51.7 FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER
 LX3159'POLE 6299, 31 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 LX3159'LANE OF STATE ROUTES 5 AND 15 AND 94.3 FEET SOUTH OF A FIRE
 LX3159'HYDRANT.
 LX3159'
 LX3159'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A
 LX3159'CHISELED TRIANGLE IN THE METAL RIM OF A MANHOLE COVER.  IT IS
 LX3159'72.5 FEET NORTH OF CONNECTICUT LIGHT AND POWER POLE 4732, 55
 LX3159'FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF STATE
 LX3159'ROUTES 5 AND 15, 50 FEET SOUTHWEST OF THE CENTERLINE OF
 LX3159'DEMING ROAD AND 40.8 FEET SOUTHWEST OF CONNECTICUT LIGHT AND
 LX3159'POWER POLE 176.
 LX3159'
 LX3159'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3159'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX3159'TRIANGLE IN THE TOP CENTER OF A CONCRETE CATCH BASIN.  IT IS
 LX3159'105.2 FEET NORTH OF CONNECTICUT LIGHT AND POWER POLE 4732, 116
 LX3159'FEET NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF
 LX3159'STATE ROUTES 5 AND 15, 71.3 FEET NORTHWEST OF CONNECTICUT
 LX3159'LIGHT AND POWER POLE 176 AND 22 FEET SOUTHWEST OF THE
 LX3159'CENTERLINE OF DEMING ROAD.
 LX3159'
 LX3159'THE STATION MARK STAMPED---A 448---, IS A CONNECTICUT
 LX3159'DEPARTMENT OF TRANSPORTATION ALUMINUM BASE LINE DISK, SET IN
 LX3159'A REINFORCED CONCRETE POST.  THE TOP IS SET 5 INCHES BELOW THE
 LX3159'SURFACE OF THE GROUND.  IT IS 0.76 MILES NORTHEAST OF THE
 LX3159'STATION ALONG STATE ROUTES 5 AND 15 TO THE STATION ON THE
 LX3159'RIGHT, SOUTHEAST.
 LX3159'IT IS 44 FEET SOUTHWEST OF THE CENTERLINE OF A CATCH BASIN,
 LX3159'21 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 LX3159'STATE ROUTES 5 AND 15 AND 4.5 FEET NORTHWEST OF CONNECTICUT
 LX3159'LIGHT AND POWER POLE 1747.
 LX3159'
 LX3159'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX3159'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX3159'TRIANGLE IN THE TOP OF THE CONCRETE CURB.  IT IS 95.3 FEET
 LX3159'NORTHEAST OF CONNECTICUT LIGHT AND POWER POLE 4732, 40
 LX3159'FEET SOUTHWEST OF THE CENTERLINE OF DEMING ROAD, 25 FEET
 LX3159'NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 LX3159'STATE ROUTE 5 AND 15 AND 17.1 FEET SOUTHEAST OF
 LX3159'CONNECTICUT LIGHT AND POWER POLE 176.
 LX3159'
 LX3159'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX3159'
 LX3159'DESCRIBED BY R.C. JORDAN.
 LX3159
 LX3159                          STATION RECOVERY (1986)
 LX3159
 LX3159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3159'1.9 KM (1.2 MI) NORTH FROM BERLIN.
 LX3159'1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3159'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE JUNCTION OF DEMING
 LX3159'ROAD AND THE MARK ON THE LEFT.  IT IS 8.5 METERS (28.2 FT) WEST OF THE
 LX3159'CENTERLINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 5 AND STATE HIGHWAY
 LX3159'15, 15.6 METERS (51.5 FT) SOUTH OF THE CENTERLINE OF DEMING ROAD AND
 LX3159'7.1 METERS (23.6 FT) SOUTHEAST OF POWER POLE NO. 176.
 LX3159'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3159
 LX3159                          STATION RECOVERY (1994)
 LX3159
 LX3159'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0144 ***********************************************************************
 LX0144  DESIGNATION -  55
 LX0144  PID         -  LX0144
 LX0144  STATE/COUNTY-  CT/NEW LONDON
 LX0144  USGS QUAD   -  NIANTIC (1983)
 LX0144
 LX0144                         *CURRENT SURVEY CONTROL
 LX0144  ___________________________________________________________________
 LX0144* NAD 83(1986)-  41 20 31.     (N)    072 07 31.     (W)     SCALED    
 LX0144* NAVD 88     -        23.439  (meters)      76.90   (feet)  ADJUSTED  
 LX0144  ___________________________________________________________________
 LX0144  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0144  DYNAMIC HT  -          23.430 (meters)      76.87  (feet)  COMP
 LX0144  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LX0144
 LX0144  VERT ORDER  -  FIRST     CLASS I
 LX0144
 LX0144.The horizontal coordinates were scaled from a topographic map and have
 LX0144.an estimated accuracy of +/- 6 seconds.
 LX0144
 LX0144.The orthometric height was determined by differential leveling
 LX0144.and adjusted by the National Geodetic Survey in June 1991..
 LX0144
 LX0144.The geoid height was determined by GEOID03.
 LX0144
 LX0144.The dynamic height is computed by dividing the NAVD 88
 LX0144.geopotential number by the normal gravity value computed on the
 LX0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0144.degrees latitude (g = 980.6199 gals.).
 LX0144
 LX0144.The modeled gravity was interpolated from observed gravity values.
 LX0144
 LX0144;                    North         East    Units  Estimated Accuracy
 LX0144;SPC CT       -   209,070.      357,090.      MT  (+/- 180 meters Scaled)
 LX0144
 LX0144                          SUPERSEDED SURVEY CONTROL
 LX0144
 LX0144  NGVD 29 (??/??/92)   23.738  (m)           77.88   (f) ADJ UNCH    1 1
 LX0144
 LX0144.Superseded values are not recommended for survey control.
 LX0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0144.See file dsdata.txt to determine how the superseded data were derived.
 LX0144
 LX0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL405807(NAD 83)
 LX0144_MARKER: DD = SURVEY DISK
 LX0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0144_STAMPING: 55 WATERFORD
 LX0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0144+STABILITY: SURFACE MOTION
 LX0144
 LX0144  HISTORY     - Date     Condition        Report By
 LX0144  HISTORY     - UNK      MONUMENTED       CTGS
 LX0144  HISTORY     - 1965     GOOD             NGS
 LX0144  HISTORY     - 1986     MARK NOT FOUND   NGS
 LX0144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0144  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0144  HISTORY     - 19901219 MARK NOT FOUND   USPSQD
 LX0144
 LX0144                          STATION DESCRIPTION
 LX0144
 LX0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0144'0.9 MI E FROM WATERFORD.
 LX0144'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 156 AND U.S. HIGHWAY 1A
 LX0144'FROM THE FIRST BAPTIST CHURCH AT WATERFORD, 0.1 MILE EAST OF
 LX0144'THE INTERSECTION OF THE TWO HIGHWAYS, NEAR THE JUNCTION OF
 LX0144'LOUISE STREET, 30 FEET EAST OF THE EXTENDED CENTER LINE OF
 LX0144'LOUISE STREET, 19 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 LX0144'1A, 40.2 FEET NORTH OF THE NORTHWEST CORNER OF A GAS STATION,
 LX0144'11 FEET EAST OF POWER LINE POLE NO. 703, 1/2 FOOT ABOVE THE
 LX0144'LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LX0144'PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 LX0144
 LX0144                          STATION RECOVERY (1986)
 LX0144
 LX0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0144'SEARCHED FOR BUT NOT RECOVERED.
 LX0144
 LX0144                          STATION RECOVERY (1988)
 LX0144
 LX0144'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0144'MARK NOT FOUND.
 LX0144
 LX0144                          STATION RECOVERY (1989)
 LX0144
 LX0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0144'MARK NOT FOUND.
 LX0144
 LX0144                          STATION RECOVERY (1990)
 LX0144
 LX0144'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2762 ***********************************************************************
 LX2762  DESIGNATION -  55 T OF F
 LX2762  PID         -  LX2762
 LX2762  STATE/COUNTY-  CT/HARTFORD
 LX2762  USGS QUAD   -  BRISTOL (1984)
 LX2762
 LX2762                         *CURRENT SURVEY CONTROL
 LX2762  ___________________________________________________________________
 LX2762* NAD 83(1986)-  41 43 07.     (N)    072 52 55.     (W)     SCALED    
 LX2762* NAVD 88     -        99.590  (meters)     326.74   (feet)  ADJUSTED  
 LX2762  ___________________________________________________________________
 LX2762  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX2762  DYNAMIC HT  -          99.561 (meters)     326.64  (feet)  COMP
 LX2762  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 LX2762
 LX2762  VERT ORDER  -  FIRST     CLASS II
 LX2762
 LX2762.The horizontal coordinates were scaled from a topographic map and have
 LX2762.an estimated accuracy of +/- 6 seconds.
 LX2762
 LX2762.The orthometric height was determined by differential leveling
 LX2762.and adjusted by the National Geodetic Survey in June 1991..
 LX2762
 LX2762.The geoid height was determined by GEOID03.
 LX2762
 LX2762.The dynamic height is computed by dividing the NAVD 88
 LX2762.geopotential number by the normal gravity value computed on the
 LX2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2762.degrees latitude (g = 980.6199 gals.).
 LX2762
 LX2762.The modeled gravity was interpolated from observed gravity values.
 LX2762
 LX2762;                    North         East    Units  Estimated Accuracy
 LX2762;SPC CT       -   250,730.      293,820.      MT  (+/- 180 meters Scaled)
 LX2762
 LX2762                          SUPERSEDED SURVEY CONTROL
 LX2762
 LX2762.No superseded survey control is available for this station.
 LX2762
 LX2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM761207(NAD 83)
 LX2762_MARKER: DD = SURVEY DISK
 LX2762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2762_SP_SET: CONCRETE POST
 LX2762_STAMPING: 55
 LX2762_MARK LOGO: CT0237
 LX2762_PROJECTION: PROJECTING 15 CENTIMETERS
 LX2762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2762+STABILITY: SURFACE MOTION
 LX2762
 LX2762  HISTORY     - Date     Condition        Report By
 LX2762  HISTORY     - 1966     MONUMENTED       CT0237
 LX2762  HISTORY     - 1985     GOOD             NGS
 LX2762
 LX2762                          STATION DESCRIPTION
 LX2762
 LX2762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2762'1.4 KM (0.9 MI) NORTH FROM FARMINGTON.
 LX2762'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2762'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE RIGHT, IN A WOODED
 LX2762'AREA JUST SOUTHEAST OF THE INTERSECTION OF MOREA ROAD LEADING
 LX2762'SOUTHWEST AND MEADOW ROAD LEADING NORTHEAST, AND ACROSS THE HIGHWAY
 LX2762'FROM A TWO STORY FRAME HOUSE, NUMBER 690, 18.44 METERS (60.5 FT) EAST
 LX2762'OF THE CENTERLINE OF THE HIGHWAY, 15.79 METERS (51.8 FT) NORTHEAST OF
 LX2762'UTILITY POLE 850 WITH ONE GUY WIRE, 30.17 METERS (99.0 FT) SOUTHEAST
 LX2762'OF UTILITY POLE 849 WITH A STREET LAMP, 6.10 METERS (20.0 FT) EAST OF
 LX2762'A HOG WIRE FENCE. THE MARK IS A TOWN OF FARMINGTON DISK.
 LX2762'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2762'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2825 ***********************************************************************
 LX2825  DESIGNATION -  55 T OF MADISON
 LX2825  PID         -  LX2825
 LX2825  STATE/COUNTY-  CT/NEW HAVEN
 LX2825  USGS QUAD   -  DURHAM (1984)
 LX2825
 LX2825                         *CURRENT SURVEY CONTROL
 LX2825  ___________________________________________________________________
 LX2825* NAD 83(1986)-  41 25 58.     (N)    072 39 00.     (W)     SCALED    
 LX2825* NAVD 88     -        99.336  (meters)     325.90   (feet)  ADJUSTED  
 LX2825  ___________________________________________________________________
 LX2825  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX2825  DYNAMIC HT  -          99.303 (meters)     325.80  (feet)  COMP
 LX2825  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 LX2825
 LX2825  VERT ORDER  -  FIRST     CLASS II
 LX2825
 LX2825.The horizontal coordinates were scaled from a topographic map and have
 LX2825.an estimated accuracy of +/- 6 seconds.
 LX2825
 LX2825.The orthometric height was determined by differential leveling
 LX2825.and adjusted by the National Geodetic Survey in June 1991..
 LX2825
 LX2825.The geoid height was determined by GEOID03.
 LX2825
 LX2825.The dynamic height is computed by dividing the NAVD 88
 LX2825.geopotential number by the normal gravity value computed on the
 LX2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2825.degrees latitude (g = 980.6199 gals.).
 LX2825
 LX2825.The modeled gravity was interpolated from observed gravity values.
 LX2825
 LX2825;                    North         East    Units  Estimated Accuracy
 LX2825;SPC CT       -   218,980.      313,160.      MT  (+/- 180 meters Scaled)
 LX2825
 LX2825                          SUPERSEDED SURVEY CONTROL
 LX2825
 LX2825.No superseded survey control is available for this station.
 LX2825
 LX2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL963894(NAD 83)
 LX2825_MARKER: DD = SURVEY DISK
 LX2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2825_SP_SET: CONCRETE POST
 LX2825_STAMPING: 55
 LX2825_MARK LOGO: CT0360
 LX2825_PROJECTION: PROJECTING 15 CENTIMETERS
 LX2825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2825+STABILITY: SURFACE MOTION
 LX2825
 LX2825  HISTORY     - Date     Condition        Report By
 LX2825  HISTORY     - UNK      MONUMENTED       CT0360
 LX2825  HISTORY     - 1985     GOOD             NGS
 LX2825
 LX2825                          STATION DESCRIPTION
 LX2825
 LX2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2825'6.0 KM (3.7 MI) SOUTH FROM DURHAM.
 LX2825'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2825'STATE HIGHWAY 68 IN DURHAM, THENCE 4.6 KM (2.85 MI) SOUTH ALONG STATE
 LX2825'HIGHWAY 79 TO THE MARK ON THE LEFT, ON TOP OF A ROCK LEDGE, 8.84
 LX2825'METERS (29.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.56 METERS
 LX2825'(74.0 FT) SOUTH OF THE DRIVEWAY TO HOUSE NUMBER 2430, 10.06 METERS
 LX2825'(33.0 FT) SOUTHWEST OF A 51-CM (20-INCH) HICKORY TREE.
 LX2825'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2679 ***********************************************************************
 LX2679  DESIGNATION -  55 T OF TORRINGTON
 LX2679  PID         -  LX2679
 LX2679  STATE/COUNTY-  CT/LITCHFIELD
 LX2679  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2679
 LX2679                         *CURRENT SURVEY CONTROL
 LX2679  ___________________________________________________________________
 LX2679* NAD 83(1986)-  41 49 26.     (N)    073 09 40.     (W)     SCALED    
 LX2679* NAVD 88     -       255.902  (meters)     839.57   (feet)  ADJUSTED  
 LX2679  ___________________________________________________________________
 LX2679  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2679  DYNAMIC HT  -         255.817 (meters)     839.29  (feet)  COMP
 LX2679  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX2679
 LX2679  VERT ORDER  -  FIRST     CLASS II
 LX2679
 LX2679.The horizontal coordinates were scaled from a topographic map and have
 LX2679.an estimated accuracy of +/- 6 seconds.
 LX2679
 LX2679.The orthometric height was determined by differential leveling
 LX2679.and adjusted by the National Geodetic Survey in June 1991..
 LX2679
 LX2679.The geoid height was determined by GEOID03.
 LX2679
 LX2679.The dynamic height is computed by dividing the NAVD 88
 LX2679.geopotential number by the normal gravity value computed on the
 LX2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2679.degrees latitude (g = 980.6199 gals.).
 LX2679
 LX2679.The modeled gravity was interpolated from observed gravity values.
 LX2679
 LX2679;                    North         East    Units  Estimated Accuracy
 LX2679;SPC CT       -   262,490.      270,650.      MT  (+/- 180 meters Scaled)
 LX2679
 LX2679                          SUPERSEDED SURVEY CONTROL
 LX2679
 LX2679.No superseded survey control is available for this station.
 LX2679
 LX2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM527318(NAD 83)
 LX2679_MARKER: DD = SURVEY DISK
 LX2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2679_SP_SET: CONCRETE POST
 LX2679_STAMPING: 55
 LX2679_MARK LOGO: CTGS  
 LX2679_PROJECTION: FLUSH
 LX2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2679+STABILITY: SURFACE MOTION
 LX2679
 LX2679  HISTORY     - Date     Condition        Report By
 LX2679  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2679  HISTORY     - 1985     GOOD             NGS
 LX2679
 LX2679                          STATION DESCRIPTION
 LX2679
 LX2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2679'3.7 KM (2.3 MI) WEST FROM TORRINGTON.
 LX2679'3.7 KM (2.3 MI) WEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF MAIN
 LX2679'STREET IN TORRINGTON TO THE MARK ON THE RIGHT, 7.77 METERS (25.5 FT)
 LX2679'NORTH OF THE CENTER LINE OF THE HIGHWAY, 28.95 METERS (25.5 FT) WEST
 LX2679'OF POWER POLE NUMBER 108, 18.74 METERS (61.5 FT) NORTH-NORTHWEST OF
 LX2679'THE WEST END OF THE NORTH HEADWALL OF A CULVERT.
 LX2679'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2679'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2760 ***********************************************************************
 LX2760  DESIGNATION -  5515
 LX2760  PID         -  LX2760
 LX2760  STATE/COUNTY-  CT/HARTFORD
 LX2760  USGS QUAD   -  BRISTOL (1984)
 LX2760
 LX2760                         *CURRENT SURVEY CONTROL
 LX2760  ___________________________________________________________________
 LX2760* NAD 83(1986)-  41 42 23.     (N)    072 52 47.     (W)     SCALED    
 LX2760* NAVD 88     -        83.698  (meters)     274.60   (feet)  ADJUSTED  
 LX2760  ___________________________________________________________________
 LX2760  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX2760  DYNAMIC HT  -          83.674 (meters)     274.52  (feet)  COMP
 LX2760  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 LX2760
 LX2760  VERT ORDER  -  FIRST     CLASS II
 LX2760
 LX2760.The horizontal coordinates were scaled from a topographic map and have
 LX2760.an estimated accuracy of +/- 6 seconds.
 LX2760
 LX2760.The orthometric height was determined by differential leveling
 LX2760.and adjusted by the National Geodetic Survey in June 1991..
 LX2760
 LX2760.The geoid height was determined by GEOID03.
 LX2760
 LX2760.The dynamic height is computed by dividing the NAVD 88
 LX2760.geopotential number by the normal gravity value computed on the
 LX2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2760.degrees latitude (g = 980.6199 gals.).
 LX2760
 LX2760.The modeled gravity was interpolated from observed gravity values.
 LX2760
 LX2760;                    North         East    Units  Estimated Accuracy
 LX2760;SPC CT       -   249,370.      294,000.      MT  (+/- 180 meters Scaled)
 LX2760
 LX2760                          SUPERSEDED SURVEY CONTROL
 LX2760
 LX2760.No superseded survey control is available for this station.
 LX2760
 LX2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM764193(NAD 83)
 LX2760_MARKER: DD = SURVEY DISK
 LX2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2760_SP_SET: CONCRETE POST
 LX2760_STAMPING: 5515
 LX2760_MARK LOGO: CTGS  
 LX2760_PROJECTION: RECESSED 10 CENTIMETERS
 LX2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2760+STABILITY: SURFACE MOTION
 LX2760
 LX2760  HISTORY     - Date     Condition        Report By
 LX2760  HISTORY     - 1978     MONUMENTED       CTGS
 LX2760  HISTORY     - 1985     GOOD             NGS
 LX2760
 LX2760                          STATION DESCRIPTION
 LX2760
 LX2760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2760'IN FARMINGTON.
 LX2760'IN FARMINGTON, AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S.
 LX2760'HIGHWAYS 6 AND 202 (SCOTT SWAMP ROAD) AND STATE HIGHWAY 177
 LX2760'(PLAINVILLE AVENUE), AT THE NORTHWEST CORNER OF PROPERTY OF TUNXIS
 LX2760'COMMUNITY COLLEGE, 17.37 METERS (57.0 FT) EAST OF THE CENTERLINE OF
 LX2760'STATE HIGHWAY 177, 11.7 METERS (38.4 FT) SOUTH-SOUTHWEST OF THE
 LX2760'CENTERLINE OF U.S. HIGHWAY 6, 9.75 METERS (32.0 FT) WEST OF UTILITY
 LX2760'POLE NO 889 WITH STREET LAMP AND ONE GUY WIRE, AND 1.37 METERS
 LX2760'(4.5 FT) SOUTH-SOUTHWEST OF A BITUMINOUS CURB.
 LX2760'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2760'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2911 ***********************************************************************
 LX2911  DESIGNATION -  5538
 LX2911  PID         -  LX2911
 LX2911  STATE/COUNTY-  CT/TOLLAND
 LX2911  USGS QUAD   -  ROCKVILLE (1984)
 LX2911
 LX2911                         *CURRENT SURVEY CONTROL
 LX2911  ___________________________________________________________________
 LX2911* NAD 83(1986)-  41 52 18.     (N)    072 24 20.     (W)     SCALED    
 LX2911* NAVD 88     -       228.691  (meters)     750.30   (feet)  ADJUSTED  
 LX2911  ___________________________________________________________________
 LX2911  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2911  DYNAMIC HT  -         228.613 (meters)     750.04  (feet)  COMP
 LX2911  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX2911
 LX2911  VERT ORDER  -  FIRST     CLASS II
 LX2911
 LX2911.The horizontal coordinates were scaled from a topographic map and have
 LX2911.an estimated accuracy of +/- 6 seconds.
 LX2911
 LX2911.The orthometric height was determined by differential leveling
 LX2911.and adjusted by the National Geodetic Survey in June 1991..
 LX2911
 LX2911.The geoid height was determined by GEOID03.
 LX2911
 LX2911.The dynamic height is computed by dividing the NAVD 88
 LX2911.geopotential number by the normal gravity value computed on the
 LX2911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2911.degrees latitude (g = 980.6199 gals.).
 LX2911
 LX2911.The modeled gravity was interpolated from observed gravity values.
 LX2911
 LX2911;                    North         East    Units  Estimated Accuracy
 LX2911;SPC CT       -   267,780.      333,400.      MT  (+/- 180 meters Scaled)
 LX2911
 LX2911                          SUPERSEDED SURVEY CONTROL
 LX2911
 LX2911.No superseded survey control is available for this station.
 LX2911
 LX2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM153387(NAD 83)
 LX2911_MARKER: DD = SURVEY DISK
 LX2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2911_SP_SET: CONCRETE POST
 LX2911_STAMPING: 5538
 LX2911_MARK LOGO: CTGS  
 LX2911_PROJECTION: PROJECTING 6 CENTIMETERS
 LX2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2911+STABILITY: SURFACE MOTION
 LX2911
 LX2911  HISTORY     - Date     Condition        Report By
 LX2911  HISTORY     - 1979     MONUMENTED       CTGS
 LX2911  HISTORY     - 1986     GOOD             NGS
 LX2911  HISTORY     - 19950826 GOOD             USPSQD
 LX2911
 LX2911                          STATION DESCRIPTION
 LX2911
 LX2911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2911'4.9 KM (3.05 MI) EAST FROM ROCKVILLE.
 LX2911'4.90 KM (3.05 MI) EAST ALONG STATE HIGHWAY 74 FROM THE VERNON
 LX2911'ROCKVILLE POST OFFICE IN ROCKVILLE TO THE MARK ON THE LEFT.  IT IS
 LX2911'14.57 METERS (47.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 6.71
 LX2911'METERS (22.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 30.
 LX2911'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2911
 LX2911                          STATION RECOVERY (1995)
 LX2911
 LX2911'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5056 ***********************************************************************
 LX5056  DESIGNATION -  5545
 LX5056  PID         -  LX5056
 LX5056  STATE/COUNTY-  CT/TOLLAND
 LX5056  USGS QUAD   -  ELLINGTON (1984)
 LX5056
 LX5056                         *CURRENT SURVEY CONTROL
 LX5056  ___________________________________________________________________
 LX5056* NAD 83(1996)-  41 54 49.     (N)    072 23 26.     (W)     SCALED    
 LX5056* NAVD 88     -       202.14   (+/-2cm)     663.2    (feet)  VERTCON   
 LX5056  ___________________________________________________________________
 LX5056  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX5056
 LX5056  VERT ORDER  -  THIRD ? (See Below)
 LX5056
 LX5056.The horizontal coordinates were scaled from a topographic map and have
 LX5056.an estimated accuracy of +/- 6 seconds.
 LX5056
 LX5056.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5056.The vertical order pertains to the NGVD 29 superseded value.
 LX5056
 LX5056.The geoid height was determined by GEOID03.
 LX5056
 LX5056;                    North         East    Units  Estimated Accuracy
 LX5056;SPC CT       -   272,440.      334,620.      MT  (+/- 180 meters Scaled)
 LX5056
 LX5056                          SUPERSEDED SURVEY CONTROL
 LX5056
 LX5056  NGVD 29 (07/19/86)  202.36   (m)          663.9    (f) LEVELING    3  
 LX5056
 LX5056.Superseded values are not recommended for survey control.
 LX5056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5056.See file dsdata.txt to determine how the superseded data were derived.
 LX5056
 LX5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM164434(NAD 83)
 LX5056_MARKER: DD = SURVEY DISK
 LX5056_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX5056_SP_SET: PREFABRICATED CONCRETE POST
 LX5056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5056+STABILITY: SURFACE MOTION
 LX5056
 LX5056  HISTORY     - Date     Condition        Report By
 LX5056  HISTORY     - 1979     MONUMENTED       CTGS
 LX5056
 LX5056                          STATION DESCRIPTION
 LX5056
 LX5056'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX5056'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST
 LX5056'OF STAFFORD SPRINGS, 4-3/4 MILES NORTHEAST OF
 LX5056'ROCKVILLE AND 3-1/4 MILES NORTHWEST OF TOLLAND.
 LX5056'
 LX5056'TO REACH THE STATION FROM ELLINGTON AT THE
 LX5056'INTERSECTION OF CONNECTICUT ROUTE 140,
 LX5056'(CRYSTAL LAKE ROAD) AND CONNECTICUT ROUTE 30,
 LX5056'(STAFFORD ROAD), GO SOUTHWEST ON CONNECTICUT ROUTE
 LX5056'30 FOR 1.18 MILES TO THE STATION ON THE LEFT, EAST,
 LX5056'IN THE TOWN OF TOLLAND ON CONNECTICUT ROUTE 30,
 LX5056'(CRYSTAL LAKE ROAD).
 LX5056'
 LX5056'THE STATION IS A STANDARD CTGS DISK
 LX5056'STAMPED---5545---,
 LX5056'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX5056'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 LX5056'45.9 FEET NORTHEAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX5056'398,
 LX5056'26.0 FEET NORTHEAST FROM AN 18 INCH MAPLE TREE,
 LX5056'21 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 30 AND
 LX5056'12.8 FEET SOUTH FROM THE CENTERLINE OF A BITUMINOUS DRIVEWAY.
 LX5056'
 LX5056'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX
 LX5056'HEAD BRASS BOLT---NO STAMPING---,
 LX5056'SET IN A 1/4 INCH DRILL HOLE IN A 4 FOOT BY 2 FOOT
 LX5056'BURIED BOULDER THAT PROTRUDES 18 INCHES ABOVE
 LX5056'THE SURFACE OF THE GROUND.
 LX5056'IT IS LOCATED
 LX5056'65.5 FEET NORTHEAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 398,
 LX5056'46.2 FEET NORTHEAST FROM AN 18 INCH MAPLE TREE,
 LX5056'41 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 30 AND
 LX5056'7.9 FEET NORTH FROM THE CENTERLINE OF A BITUMINOUS DRIVEWAY.
 LX5056'MARK IS ABOVE THE STATION 0.60 METER.
 LX5056'
 LX5056'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX
 LX5056'HEAD BRASS BOLT---NO STAMPING---,
 LX5056'SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX5056'TRIANGLE , IN THE EAST SIDE OF A CONCRETE BARRIER
 LX5056'RAIL ANCHOR, 90 CM ON A SIDE.
 LX5056'IT IS LOCATED
 LX5056'54 FEET SOUTH FROM THE CENTERLINE OF A BITUMINOUS DRIVEWAY,
 LX5056'22 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 30,
 LX5056'13.8 FEET SOUTHWEST FROM AN 18 INCH MAPLE TREE AND
 LX5056'12.3 FEET NORTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 398,
 LX5056'MARK IS BELOW STATION 0.30 METERS.
 LX5056'
 LX5056'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX
 LX5056'HEAD BRASS BOLT---NO STAMPING---,
 LX5056'SET IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX5056'IN THE WEST SIDE OF A CONCRETE BARRIER RAIL ANCHOR,
 LX5056'90 CM ON A SIDE.
 LX5056'IT IS LOCATED
 LX5056'54.6 FEET NORTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 398,
 LX5056'47.3 FEET WEST-NORTHWEST FROM AN 18 INCH MAPLE TREE AND
 LX5056'22 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 30.
 LX5056'MARK IS BELOW STATION 0.30 METERS.
 LX5056'
 LX5056'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN 3/4 INCH
 LX5056'SQUARE IRON PIN---NO STAMPING---,
 LX5056'DRIVEN INTO THE GROUND SO THAT THE TOP IS
 LX5056'RECESSED 1 INCH BELOW THE GROUND.
 LX5056'IT IS LOCATED
 LX5056'51.4 FEET NORTHEAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 398,
 LX5056'35 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 30,
 LX5056'34.1 FEET NORTHEAST FROM A 18 INCH MAPLE TREE AND
 LX5056'5.3 FEET SOUTH FROM THE CENTERLINE OF A BITUMINOUS DRIVEWAY.
 LX5056'MARK IS LEVEL WITH STATION.
 LX5056'
 LX5056'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX5056'STAMPED---1260---,
 LX5056'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX5056'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 LX5056'25 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 30 AND
 LX5056'3.3 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 403.
 LX5056'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.12 MILES
 LX5056'NORTHEASTERLY ALONG CONNECTICUT ROUTE 30 TO THE
 LX5056'STATION ON THE RIGHT, EAST.
 LX5056'
 LX5056'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX5056'STAMPED---5546---,
 LX5056'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX5056'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX5056'46.9 FEET WEST FROM THE SOUTHERN NEW ENGLAND TELEPHONE POLE 386,
 LX5056'26 FEET NORTH FROM THE CENTERLINE OF A BITUMINOUS DRIVEWAY,
 LX5056'22 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 30 AND
 LX5056'11.6 FEET SOUTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 386S.
 LX5056'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.46 MILES
 LX5056'SOUTHWESTERLY ALONG CONNECTICUT ROUTE 30 TO THE STATION
 LX5056'ON THE RIGHT, WEST.
 LX5056'
 LX5056'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX5056'
 LX5056'DESCRIBED BY N. FIERRAVANTI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3186 ***********************************************************************
 LX3186  DESIGNATION -  5547
 LX3186  PID         -  LX3186
 LX3186  STATE/COUNTY-  CT/TOLLAND
 LX3186  USGS QUAD   -  ELLINGTON (1984)
 LX3186
 LX3186                         *CURRENT SURVEY CONTROL
 LX3186  ___________________________________________________________________
 LX3186* NAD 83(1996)-  41 54 22.     (N)    072 28 38.     (W)     SCALED    
 LX3186* NAVD 88     -        68.302  (meters)     224.09   (feet)  ADJUSTED  
 LX3186  ___________________________________________________________________
 LX3186  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3186  DYNAMIC HT  -          68.280 (meters)     224.02  (feet)  COMP
 LX3186  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 LX3186
 LX3186  VERT ORDER  -  FIRST     CLASS II
 LX3186
 LX3186.The horizontal coordinates were scaled from a topographic map and have
 LX3186.an estimated accuracy of +/- 6 seconds.
 LX3186
 LX3186.The orthometric height was determined by differential leveling
 LX3186.and adjusted by the National Geodetic Survey in June 1991..
 LX3186
 LX3186.The geoid height was determined by GEOID03.
 LX3186
 LX3186.The dynamic height is computed by dividing the NAVD 88
 LX3186.geopotential number by the normal gravity value computed on the
 LX3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3186.degrees latitude (g = 980.6199 gals.).
 LX3186
 LX3186.The modeled gravity was interpolated from observed gravity values.
 LX3186
 LX3186;                    North         East    Units  Estimated Accuracy
 LX3186;SPC CT       -   271,580.      327,430.      MT  (+/- 180 meters Scaled)
 LX3186
 LX3186                          SUPERSEDED SURVEY CONTROL
 LX3186
 LX3186  NGVD 29 (07/19/86)   68.6    (m)          225.     (f) VERT ANG       
 LX3186
 LX3186.Superseded values are not recommended for survey control.
 LX3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3186.See file dsdata.txt to determine how the superseded data were derived.
 LX3186
 LX3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM092424(NAD 83)
 LX3186_MARKER: DD = SURVEY DISK
 LX3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3186_SP_SET: CONCRETE POST
 LX3186_STAMPING: 5547
 LX3186_MARK LOGO: CTGS  
 LX3186_PROJECTION: FLUSH
 LX3186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3186+STABILITY: SURFACE MOTION
 LX3186
 LX3186  HISTORY     - Date     Condition        Report By
 LX3186  HISTORY     - 1979     MONUMENTED       CTGS
 LX3186  HISTORY     - 1986     GOOD             NGS
 LX3186
 LX3186                          STATION DESCRIPTION
 LX3186
 LX3186'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX3186'THE STATION IS LOCATED ABOUT 5-3/4 MILES
 LX3186'SOUTHWEST OF SOMERS, 3 MILES NORTHWEST OF ROCKVILLE AND 1/2
 LX3186'MILE NORTHWEST OF ELLINGTON.
 LX3186'
 LX3186'TO REACH THE STATION FROM ELLINGTON AT THE INTERSECTION
 LX3186'OF CONNECTICUT ROUTE 286(MAIN STREET) AND CONNECTICUT
 LX3186'ROUTE 140(MELROSE ROAD), GO NORTHWEST ON CONNECTICUT
 LX3186'ROUTE 140 FOR 0.37 MILES TO THE STATION ON THE LEFT,SOUTHWEST.
 LX3186'
 LX3186'THE STATION IS A STANDARD CTGS DISK
 LX3186'STAMPED---5547---,
 LX3186'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3186'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX3186'38.0 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3186'252,
 LX3186'51 FEET WEST FROM THE CENTERLINE OF TOMOKA ROAD,
 LX3186'19 FEET SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 140
 LX3186'AND
 LX3186'17.1 FEET WEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 252-S.
 LX3186'
 LX3186'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS
 LX3186'BOLT,(NO STAMPING),
 LX3186'SET INTO A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE
 LX3186'TOP CENTER OF A CONCRETE CATCH BASIN.
 LX3186'IT IS LOCATED
 LX3186'41.0 FEET SOUTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 252,
 LX3186'35 FEET NORTHWEST FROM THE CENTERLINE OF TOMOKA ROAD,
 LX3186'17 FEET SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 140
 LX3186'AND
 LX3186'5.4 FEET NORTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 252-S.
 LX3186'MARK IS LEVEL WITH STATION.
 LX3186'
 LX3186'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS
 LX3186'BOLT,(NO STAMPING),
 LX3186'SET IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE IN THE
 LX3186'SOUTHERN MOST CONCRETE CORNER OF A TRAFFIC LIGHT CONTROL BOX.
 LX3186'IT IS LOCATED
 LX3186'56.2 FEET SOUTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 252,
 LX3186'29 FEET SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 140,
 LX3186'29 FEET NORTHWEST FROM THE CENTERLINE OF TOMOKA ROAD AND
 LX3186'9.6 FEET SOUTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 252-S.
 LX3186'MARK IS ABOVE STATION 0.3 METERS.
 LX3186'
 LX3186'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON
 LX3186'PIN---NO STAMPING---, 2 CM ON A SIDE AND 121 CM LONG
 LX3186'THE TOP RECESSED 3 CM BELOW THE SURFACE OF THE GROUND.
 LX3186'IT IS LOCATED
 LX3186'89.0 FEET EAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 252,
 LX3186'50 FEET EAST FROM THE CENTERLINE OF JOBS HILL ROAD,
 LX3186'40.9 FEET NORTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 397
 LX3186'AND
 LX3186'20 FEET NORTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 140.
 LX3186'MARK IS ABOVE STATION 0.45 METERS.
 LX3186'
 LX3186'REFERENCE POINT NUMBER 2 IS A DRILL HOLE IN AN IRON
 LX3186'PIN---NO STAMPING---, 2 CM ON A SIDE AND 121 CM LONG
 LX3186'THE TOP SET FLUSH WITH THE SURFACE OF THE GROUND.
 LX3186'IT IS LOCATED
 LX3186'69 FEET NORTHWEST FROM THE CENTERLINE OF TOMOKA ROAD,
 LX3186'39.6 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3186'252,
 LX3186'34.8 FEET WEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 252-S
 LX3186'AND
 LX3186'19 FEET SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 140.
 LX3186'MARK IS LEVEL WITH STATION.
 LX3186'
 LX3186'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3186'STAMPED---5548---,
 LX3186'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3186'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX3186'87.8 FEET NORTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3186'427,
 LX3186'40.9 FEET NORTHEAST FROM  SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3186'428,
 LX3186'19 FEET NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 140 AND
 LX3186'14.9 FEET SOUTHWEST FROM THE END OF A CHAIN LINK FENCE.
 LX3186'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.26 MILES
 LX3186'SOUTHEASTERLY ALONG CONNECTICUT ROUTE 140 TO THE STATION
 LX3186'ON THE LEFT,NORTH.
 LX3186'
 LX3186'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3186'STAMPED---5549---,
 LX3186'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3186'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3186'49.2 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3186'266,
 LX3186'26 FEET SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 140,
 LX3186'17.2 FEET SOUTHEAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3186'266-S AND
 LX3186'3 FEET NORTHEAST FROM A WIRE FENCE.
 LX3186'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.33 MILES
 LX3186'NORTHWESTERLY ALONG CONNECTICUT ROUTE 140 TO THE STATION
 LX3186'ON THE LEFT,SOUTH.
 LX3186'
 LX3186'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX3186'
 LX3186'DESCRIBED BY N. FIERRAVANTI.
 LX3186
 LX3186                          STATION RECOVERY (1986)
 LX3186
 LX3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3186'0.8 KM (0.5 MI) EAST FROM ELLINGTON.
 LX3186'0.80 KM (0.5 MI) WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE IN
 LX3186'ELLINGTON TO THE MARK ON THE LEFT.  IT IS 5.94 METERS (19.5 FT) SOUTH
 LX3186'OF THE CENTERLINE OF HIGHWAY AND 16.76 METERS (55.0 FT) WEST OF THE
 LX3186'CENTERLINE OF TOMOKA ROAD.
 LX3186'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3186'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3187 ***********************************************************************
 LX3187  DESIGNATION -  5548
 LX3187  PID         -  LX3187
 LX3187  STATE/COUNTY-  CT/TOLLAND
 LX3187  USGS QUAD   -  ELLINGTON (1984)
 LX3187
 LX3187                         *CURRENT SURVEY CONTROL
 LX3187  ___________________________________________________________________
 LX3187* NAD 83(1986)-  41 54 18.     (N)    072 28 27.     (W)     SCALED    
 LX3187* NAVD 88     -        73.540  (meters)     241.27   (feet)  ADJUSTED  
 LX3187  ___________________________________________________________________
 LX3187  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3187  DYNAMIC HT  -          73.517 (meters)     241.20  (feet)  COMP
 LX3187  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 LX3187
 LX3187  VERT ORDER  -  FIRST     CLASS II
 LX3187
 LX3187.The horizontal coordinates were scaled from a topographic map and have
 LX3187.an estimated accuracy of +/- 6 seconds.
 LX3187
 LX3187.The orthometric height was determined by differential leveling
 LX3187.and adjusted by the National Geodetic Survey in June 1991..
 LX3187
 LX3187.The geoid height was determined by GEOID03.
 LX3187
 LX3187.The dynamic height is computed by dividing the NAVD 88
 LX3187.geopotential number by the normal gravity value computed on the
 LX3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3187.degrees latitude (g = 980.6199 gals.).
 LX3187
 LX3187.The modeled gravity was interpolated from observed gravity values.
 LX3187
 LX3187;                    North         East    Units  Estimated Accuracy
 LX3187;SPC CT       -   271,460.      327,690.      MT  (+/- 180 meters Scaled)
 LX3187
 LX3187                          SUPERSEDED SURVEY CONTROL
 LX3187
 LX3187.No superseded survey control is available for this station.
 LX3187
 LX3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM095423(NAD 83)
 LX3187_MARKER: DD = SURVEY DISK
 LX3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3187_SP_SET: CONCRETE POST
 LX3187_STAMPING: 5548
 LX3187_MARK LOGO: CTGS  
 LX3187_PROJECTION: RECESSED 12 CENTIMETERS
 LX3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3187+STABILITY: SURFACE MOTION
 LX3187
 LX3187  HISTORY     - Date     Condition        Report By
 LX3187  HISTORY     - 1979     MONUMENTED       CTGS
 LX3187  HISTORY     - 1986     GOOD             NGS
 LX3187
 LX3187                          STATION DESCRIPTION
 LX3187
 LX3187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3187'IN ELLINGTON.
 LX3187'1.04 KM (0.65 MI) SOUTH ALONG STATE HIGHWAY 286 FROM THE JUNCTION OF
 LX3187'STATE HIGHWAY 83 IN ELLINGTON, THENCE 0.24 KM (0.15 MI) WEST ALONG
 LX3187'STATE HIGHWAY 140 TO THE MARK ON THE RIGHT.  ALSO 0.40 KM (0.25 MI)
 LX3187'WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE IN ELLINGTON TO THE
 LX3187'MARK ON THE LEFT.  IT IS 5.97 METERS (19.6 FT) NORTH OF THE CENTERLINE
 LX3187'OF HIGHWAY, 27.09 METERS (88.9 FT) NORTHWEST OF SNET POLE NO. 427
 LX3187'WITH ONE TRANSFORMER AND 12.68 METERS (41.6 FT) NORTHEAST OF SNET POLE
 LX3187'NO. 428.
 LX3187'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3185 ***********************************************************************
 LX3185  DESIGNATION -  5549
 LX3185  PID         -  LX3185
 LX3185  STATE/COUNTY-  CT/TOLLAND
 LX3185  USGS QUAD   -  ELLINGTON (1984)
 LX3185
 LX3185                         *CURRENT SURVEY CONTROL
 LX3185  ___________________________________________________________________
 LX3185* NAD 83(1986)-  41 54 30.     (N)    072 29 03.     (W)     SCALED    
 LX3185* NAVD 88     -        71.917  (meters)     235.95   (feet)  ADJUSTED  
 LX3185  ___________________________________________________________________
 LX3185  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3185  DYNAMIC HT  -          71.895 (meters)     235.88  (feet)  COMP
 LX3185  MODELED GRAV-     980,308.7   (mgal)                       NAVD 88
 LX3185
 LX3185  VERT ORDER  -  FIRST     CLASS II
 LX3185
 LX3185.The horizontal coordinates were scaled from a topographic map and have
 LX3185.an estimated accuracy of +/- 6 seconds.
 LX3185
 LX3185.The orthometric height was determined by differential leveling
 LX3185.and adjusted by the National Geodetic Survey in June 1991..
 LX3185
 LX3185.The geoid height was determined by GEOID03.
 LX3185
 LX3185.The dynamic height is computed by dividing the NAVD 88
 LX3185.geopotential number by the normal gravity value computed on the
 LX3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3185.degrees latitude (g = 980.6199 gals.).
 LX3185
 LX3185.The modeled gravity was interpolated from observed gravity values.
 LX3185
 LX3185;                    North         East    Units  Estimated Accuracy
 LX3185;SPC CT       -   271,830.      326,860.      MT  (+/- 180 meters Scaled)
 LX3185
 LX3185                          SUPERSEDED SURVEY CONTROL
 LX3185
 LX3185.No superseded survey control is available for this station.
 LX3185
 LX3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM086426(NAD 83)
 LX3185_MARKER: DD = SURVEY DISK
 LX3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3185_SP_SET: CONCRETE POST
 LX3185_STAMPING: 5549
 LX3185_MARK LOGO: CTGS  
 LX3185_PROJECTION: FLUSH
 LX3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3185+STABILITY: SURFACE MOTION
 LX3185
 LX3185  HISTORY     - Date     Condition        Report By
 LX3185  HISTORY     - 1979     MONUMENTED       CTGS
 LX3185  HISTORY     - 1986     GOOD             NGS
 LX3185
 LX3185                          STATION DESCRIPTION
 LX3185
 LX3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3185'1.4 KM (0.85 MI) WEST FROM ELLINGTON.
 LX3185'1.4 KM (0.85 MI) WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE IN
 LX3185'ELLINGTON TO THE MARK ON THE LEFT.  IT IS 8.23 METERS (27.0 FT)
 LX3185'SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 15.15 METERS (49.7 FT)
 LX3185'SOUTHWEST OF SNET POLE NO. 1266 WITH ONE TRANSFORMER AND 5.36 METERS
 LX3185'(17.6 FT) SOUTH OF SNET BRACE POLE NO. 1266S WITH ONE GUY WIRE.
 LX3185'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3185'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2932 ***********************************************************************
 LX2932  DESIGNATION -  5553
 LX2932  PID         -  LX2932
 LX2932  STATE/COUNTY-  CT/TOLLAND
 LX2932  USGS QUAD   -  ELLINGTON (1984)
 LX2932
 LX2932                         *CURRENT SURVEY CONTROL
 LX2932  ___________________________________________________________________
 LX2932* NAD 83(1996)-  41 57 30.     (N)    072 26 38.     (W)     SCALED    
 LX2932* NAVD 88     -        98.192  (meters)     322.15   (feet)  ADJUSTED  
 LX2932  ___________________________________________________________________
 LX2932  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2932  DYNAMIC HT  -          98.161 (meters)     322.05  (feet)  COMP
 LX2932  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 LX2932
 LX2932  VERT ORDER  -  FIRST     CLASS II
 LX2932
 LX2932.The horizontal coordinates were scaled from a topographic map and have
 LX2932.an estimated accuracy of +/- 6 seconds.
 LX2932
 LX2932.The orthometric height was determined by differential leveling
 LX2932.and adjusted by the National Geodetic Survey in June 1991..
 LX2932
 LX2932.The geoid height was determined by GEOID03.
 LX2932
 LX2932.The dynamic height is computed by dividing the NAVD 88
 LX2932.geopotential number by the normal gravity value computed on the
 LX2932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2932.degrees latitude (g = 980.6199 gals.).
 LX2932
 LX2932.The modeled gravity was interpolated from observed gravity values.
 LX2932
 LX2932;                    North         East    Units  Estimated Accuracy
 LX2932;SPC CT       -   277,390.      330,180.      MT  (+/- 180 meters Scaled)
 LX2932
 LX2932                          SUPERSEDED SURVEY CONTROL
 LX2932
 LX2932  NGVD 29 (07/19/86)   98.5    (m)          323.     (f) VERT ANG       
 LX2932
 LX2932.Superseded values are not recommended for survey control.
 LX2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2932.See file dsdata.txt to determine how the superseded data were derived.
 LX2932
 LX2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM118483(NAD 83)
 LX2932_MARKER: DD = SURVEY DISK
 LX2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2932_SP_SET: CONCRETE POST
 LX2932_STAMPING: 5553
 LX2932_MARK LOGO: CTGS  
 LX2932_PROJECTION: FLUSH
 LX2932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2932+STABILITY: SURFACE MOTION
 LX2932
 LX2932  HISTORY     - Date     Condition        Report By
 LX2932  HISTORY     - 1979     MONUMENTED       CTGS
 LX2932  HISTORY     - 1986     GOOD             NGS
 LX2932  HISTORY     - 20041016 GOOD             GEOCAC
 LX2932
 LX2932                          STATION DESCRIPTION
 LX2932
 LX2932'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX2932'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF WEST
 LX2932'STAFFORD, 3-3/4 MILES NORTH NORTHEAST OF ELLINGTON AND
 LX2932'2 MILES SOUTH OF THE CENTER OF SOMERS.
 LX2932'
 LX2932'TO REACH THE STATION FROM SOMERS AT THE INTERSECTION OF
 LX2932'CONNECTICUT ROUTE 190 AND CONNECTICUT ROUTE 83 GO SOUTH
 LX2932'ON CONNECTICUT ROUTE 83 FOR 1.95 MILES TO THE STATION ON
 LX2932'THE LEFT,EAST. IT IS 0.45 MILE NORTH OF THE ELLINGTON
 LX2932'TOWN LINE.
 LX2932'
 LX2932'THE STATION IS A STANDARD CTGS DISK
 LX2932'STAMPED---5553---,
 LX2932'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2932'FLUSH WITH GROUND.  IT IS LOCATED
 LX2932'107.5 FEET EAST FROM CONNECTICUT LIGHT AND POWER POLE 748,
 LX2932'35.7 FEET SOUTHWEST FROM CONNECTICUT LIGHT AND POWER POLE 747
 LX2932'AND
 LX2932'24 FEET SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 83.
 LX2932'
 LX2932'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS
 LX2932'BOLT---NO STAMPING---,
 LX2932'SET INTO A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE
 LX2932'TOP CENTER OF A CATCH BASIN.
 LX2932'IT IS LOCATED
 LX2932'38.2 FEET SOUTHWEST FROM CONNECTICUT LIGHT AND POWER POLE 747
 LX2932'AND
 LX2932'16 FEET SOUTH FROM CENTERLINE OF CONNECTICUT ROUTE 83.
 LX2932'MARK IS LEVEL WITH STATION.
 LX2932'
 LX2932'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS
 LX2932'BOLT---NO STAMPING---,
 LX2932'SET INTO A 1/4 INCH DRILL HOLE IN THE TOP OF A CONCRETE
 LX2932'PLATFORM. THE DRILL HOLE IS ON THE NORTHEAST CORNER OF THE
 LX2932'PLATFORM ABOUT 5 INCHES IN FROM THE CORNER.
 LX2932'IT IS LOCATED
 LX2932'46 FEET SOUTH FROM CENTERLINE OF CONNECTICUT ROUTE 83 AND
 LX2932'44.7 FEET SOUTHWEST FROM CONNECTICUT LIGHT AND POWER POLE 747.
 LX2932'MARK IS LEVEL WITH STATION.
 LX2932'
 LX2932'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS
 LX2932'BOLT---NO STAMPING---,
 LX2932'SET INTO A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2932'IN THE TOP CENTER OF A CATCH BASIN.
 LX2932'IT IS LOCATED
 LX2932'60.7 FEET EAST FROM CONNECTICUT LIGHT AND POWER POLE 748 AND
 LX2932'16 FEET SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 83.
 LX2932'MARK IS LEVEL WITH STATION.
 LX2932'
 LX2932'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON
 LX2932'PIN---NO STAMPING---, 2 CM ON A SIDE AND 121 CM LONG
 LX2932'SET ABOUT 3 CM BELOW THE SURFACE OF THE GROUND.
 LX2932'IT IS LOCATED
 LX2932'57.5 FEET NORTHWEST FROM CONNECTICUT LIGHT AND POWER POLE 747
 LX2932'AND
 LX2932'16 FEET NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 83.
 LX2932'MARK IS LEVEL WITH STATION.
 LX2932'
 LX2932'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2932'STAMPED---5554---,
 LX2932'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2932'FLUSH WITH GROUND.  IT IS LOCATED
 LX2932'73.5 FEET NORTHWEST FROM CONNECTICUT LIGHT AND POWER POLE 738,
 LX2932'35.8 FEET SOUTHEAST FROM AN 8 INCH HICKORY TREE AND
 LX2932'18 FEET NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE 83.
 LX2932'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.16 MILE
 LX2932'SOUTHWEST ALONG CONNECTICUT ROUTE 83 TO THE STATION ON THE RIGHT,
 LX2932'NORTH.
 LX2932'
 LX2932'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX2932'STAMPED---5555---,
 LX2932'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2932'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2932'35.0 FEET SOUTHWEST FROM CONNECTICUT LIGHT AND POWER POLE 753,
 LX2932'29.0 FEET NORTH FROM A 12 INCH MAPLE TREE,
 LX2932'28.4 FEET NORTHEAST FROM THE SOUTHEAST CORNER OF 2-1/2 STORY
 LX2932'FRAME HOUSE NUMBER 452 AND
 LX2932'17 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83.
 LX2932'TO REACH AZIMUTH MARK FROM THE STATION PROCEED 0.17 MILE
 LX2932'NORTHERLY ALONG CONNECTICUT ROUTE 83 TO THE STATION ON THE
 LX2932'LEFT,WEST.
 LX2932'
 LX2932'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX2932'
 LX2932'DESCRIBED BY A. CASANELLI.
 LX2932
 LX2932                          STATION RECOVERY (1986)
 LX2932
 LX2932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2932'3.1 KM (1.9 MI) SOUTH FROM SOMERS.
 LX2932'3.10 KM (1.95 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2932'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE LEFT.  IT IS 7.32
 LX2932'METERS (24.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 83, 10.88
 LX2932'METERS (35.7 SOUTH-SOUTHEAST OF POWER POLE NO. 747, 8.29 METERS (27.2
 LX2932'FT) WEST OF THE NORTHWEST CORNER OF A CINDER BLOCK BUILDING.
 LX2932'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2932'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2932
 LX2932                          STATION RECOVERY (2004)
 LX2932
 LX2932'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2931 ***********************************************************************
 LX2931  DESIGNATION -  5554
 LX2931  PID         -  LX2931
 LX2931  STATE/COUNTY-  CT/TOLLAND
 LX2931  USGS QUAD   -  ELLINGTON (1984)
 LX2931
 LX2931                         *CURRENT SURVEY CONTROL
 LX2931  ___________________________________________________________________
 LX2931* NAD 83(1986)-  41 57 39.     (N)    072 26 38.     (W)     SCALED    
 LX2931* NAVD 88     -       102.280  (meters)     335.56   (feet)  ADJUSTED  
 LX2931  ___________________________________________________________________
 LX2931  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2931  DYNAMIC HT  -         102.248 (meters)     335.46  (feet)  COMP
 LX2931  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LX2931
 LX2931  VERT ORDER  -  FIRST     CLASS II
 LX2931
 LX2931.The horizontal coordinates were scaled from a topographic map and have
 LX2931.an estimated accuracy of +/- 6 seconds.
 LX2931
 LX2931.The orthometric height was determined by differential leveling
 LX2931.and adjusted by the National Geodetic Survey in June 1991..
 LX2931
 LX2931.The geoid height was determined by GEOID03.
 LX2931
 LX2931.The dynamic height is computed by dividing the NAVD 88
 LX2931.geopotential number by the normal gravity value computed on the
 LX2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2931.degrees latitude (g = 980.6199 gals.).
 LX2931
 LX2931.The modeled gravity was interpolated from observed gravity values.
 LX2931
 LX2931;                    North         East    Units  Estimated Accuracy
 LX2931;SPC CT       -   277,670.      330,180.      MT  (+/- 180 meters Scaled)
 LX2931
 LX2931                          SUPERSEDED SURVEY CONTROL
 LX2931
 LX2931.No superseded survey control is available for this station.
 LX2931
 LX2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM118485(NAD 83)
 LX2931_MARKER: DD = SURVEY DISK
 LX2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2931_SP_SET: CONCRETE POST
 LX2931_STAMPING: 5554
 LX2931_MARK LOGO: CTGS  
 LX2931_PROJECTION: FLUSH
 LX2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2931+STABILITY: SURFACE MOTION
 LX2931
 LX2931  HISTORY     - Date     Condition        Report By
 LX2931  HISTORY     - 1979     MONUMENTED       CTGS
 LX2931  HISTORY     - 1986     GOOD             NGS
 LX2931  HISTORY     - 20041016 GOOD             GEOCAC
 LX2931
 LX2931                          STATION DESCRIPTION
 LX2931
 LX2931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2931'2.9 KM (1.8 MI) SOUTH FROM SOMERS.
 LX2931'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2931'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE RIGHT.  IT IS 5.5
 LX2931'METERS (18.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 27.1
 LX2931'METERS (89.0 FT) NORTHWEST OF C L AND P POWER POLE NO. 740 AND 22.4
 LX2931'METERS (73.4 FT) SOUTHWEST OF C L AND P POWER POLE NO. 738.
 LX2931'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2931'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2931
 LX2931                          STATION RECOVERY (2004)
 LX2931
 LX2931'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2933 ***********************************************************************
 LX2933  DESIGNATION -  5555
 LX2933  PID         -  LX2933
 LX2933  STATE/COUNTY-  CT/TOLLAND
 LX2933  USGS QUAD   -  ELLINGTON (1984)
 LX2933
 LX2933                         *CURRENT SURVEY CONTROL
 LX2933  ___________________________________________________________________
 LX2933* NAD 83(1986)-  41 57 22.     (N)    072 26 42.     (W)     SCALED    
 LX2933* NAVD 88     -        96.916  (meters)     317.97   (feet)  ADJUSTED  
 LX2933  ___________________________________________________________________
 LX2933  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2933  DYNAMIC HT  -          96.885 (meters)     317.86  (feet)  COMP
 LX2933  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LX2933
 LX2933  VERT ORDER  -  FIRST     CLASS II
 LX2933
 LX2933.The horizontal coordinates were scaled from a topographic map and have
 LX2933.an estimated accuracy of +/- 6 seconds.
 LX2933
 LX2933.The orthometric height was determined by differential leveling
 LX2933.and adjusted by the National Geodetic Survey in June 1991..
 LX2933
 LX2933.The geoid height was determined by GEOID03.
 LX2933
 LX2933.The dynamic height is computed by dividing the NAVD 88
 LX2933.geopotential number by the normal gravity value computed on the
 LX2933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2933.degrees latitude (g = 980.6199 gals.).
 LX2933
 LX2933.The modeled gravity was interpolated from observed gravity values.
 LX2933
 LX2933;                    North         East    Units  Estimated Accuracy
 LX2933;SPC CT       -   277,140.      330,090.      MT  (+/- 180 meters Scaled)
 LX2933
 LX2933                          SUPERSEDED SURVEY CONTROL
 LX2933
 LX2933.No superseded survey control is available for this station.
 LX2933
 LX2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM117480(NAD 83)
 LX2933_MARKER: DD = SURVEY DISK
 LX2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2933_SP_SET: CONCRETE POST
 LX2933_STAMPING: 5555
 LX2933_MARK LOGO: CTGS  
 LX2933_PROJECTION: RECESSED 12 CENTIMETERS
 LX2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2933+STABILITY: SURFACE MOTION
 LX2933
 LX2933  HISTORY     - Date     Condition        Report By
 LX2933  HISTORY     - 1979     MONUMENTED       CTGS
 LX2933  HISTORY     - 1986     GOOD             NGS
 LX2933
 LX2933                          STATION DESCRIPTION
 LX2933
 LX2933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2933'3.4 KM (2.1 MI) SOUTH FROM SOMERS.
 LX2933'3.40 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2933'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE RIGHT.  IT IS 5.18
 LX2933'(17.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 7.44 METERS
 LX2933'(24.4 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A LARGE TWO STORY FRAME
 LX2933'HOUSE AND 15.24 METERS (50.0 FT) SOUTH OF A PAVED ROAD LEADING
 LX2933'WEST.
 LX2933'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2936 ***********************************************************************
 LX2936  DESIGNATION -  5556 X
 LX2936  PID         -  LX2936
 LX2936  STATE/COUNTY-  CT/TOLLAND
 LX2936  USGS QUAD   -  ELLINGTON (1984)
 LX2936
 LX2936                         *CURRENT SURVEY CONTROL
 LX2936  ___________________________________________________________________
 LX2936* NAD 83(1986)-  41 55 30.     (N)    072 27 16.     (W)     SCALED    
 LX2936* NAVD 88     -        89.968  (meters)     295.17   (feet)  ADJUSTED  
 LX2936  ___________________________________________________________________
 LX2936  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2936  DYNAMIC HT  -          89.940 (meters)     295.08  (feet)  COMP
 LX2936  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 LX2936
 LX2936  VERT ORDER  -  FIRST     CLASS II
 LX2936
 LX2936.The horizontal coordinates were scaled from a topographic map and have
 LX2936.an estimated accuracy of +/- 6 seconds.
 LX2936
 LX2936.The orthometric height was determined by differential leveling
 LX2936.and adjusted by the National Geodetic Survey in June 1991..
 LX2936
 LX2936.The geoid height was determined by GEOID03.
 LX2936
 LX2936.The dynamic height is computed by dividing the NAVD 88
 LX2936.geopotential number by the normal gravity value computed on the
 LX2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2936.degrees latitude (g = 980.6199 gals.).
 LX2936
 LX2936.The modeled gravity was interpolated from observed gravity values.
 LX2936
 LX2936;                    North         East    Units  Estimated Accuracy
 LX2936;SPC CT       -   273,680.      329,320.      MT  (+/- 180 meters Scaled)
 LX2936
 LX2936                          SUPERSEDED SURVEY CONTROL
 LX2936
 LX2936.No superseded survey control is available for this station.
 LX2936
 LX2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM110445(NAD 83)
 LX2936_MARKER: DD = SURVEY DISK
 LX2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2936_SP_SET: CONCRETE POST
 LX2936_STAMPING: 5556 X
 LX2936_MARK LOGO: CTGS  
 LX2936_PROJECTION: RECESSED 12 CENTIMETERS
 LX2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2936+STABILITY: SURFACE MOTION
 LX2936
 LX2936  HISTORY     - Date     Condition        Report By
 LX2936  HISTORY     - UNK      MONUMENTED       CTGS
 LX2936  HISTORY     - 1986     GOOD             NGS
 LX2936
 LX2936                          STATION DESCRIPTION
 LX2936
 LX2936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2936'7.2 KM (4.5 MI) SOUTH FROM SOMERS.
 LX2936'7.20 KM (4.50 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2936'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE RIGHT.  IT IS 5.79
 LX2936'METERS (19.0 FT) WEST OF THE CENTERLINE OF HIGHWAY, 33.28 METERS
 LX2936'(109.2 FT) NORTHWEST OF POWER POLE NO. 273 AND 20.08 METERS (65.9 FT)
 LX2936'SOUTHEAST OF POWER POLE NO. 275.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2937 ***********************************************************************
 LX2937  DESIGNATION -  5557
 LX2937  PID         -  LX2937
 LX2937  STATE/COUNTY-  CT/TOLLAND
 LX2937  USGS QUAD   -  ELLINGTON (1984)
 LX2937
 LX2937                         *CURRENT SURVEY CONTROL
 LX2937  ___________________________________________________________________
 LX2937* NAD 83(1986)-  41 55 15.     (N)    072 27 09.     (W)     SCALED    
 LX2937* NAVD 88     -        90.202  (meters)     295.94   (feet)  ADJUSTED  
 LX2937  ___________________________________________________________________
 LX2937  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2937  DYNAMIC HT  -          90.173 (meters)     295.84  (feet)  COMP
 LX2937  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LX2937
 LX2937  VERT ORDER  -  FIRST     CLASS II
 LX2937
 LX2937.The horizontal coordinates were scaled from a topographic map and have
 LX2937.an estimated accuracy of +/- 6 seconds.
 LX2937
 LX2937.The orthometric height was determined by differential leveling
 LX2937.and adjusted by the National Geodetic Survey in June 1991..
 LX2937
 LX2937.The geoid height was determined by GEOID03.
 LX2937
 LX2937.The dynamic height is computed by dividing the NAVD 88
 LX2937.geopotential number by the normal gravity value computed on the
 LX2937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2937.degrees latitude (g = 980.6199 gals.).
 LX2937
 LX2937.The modeled gravity was interpolated from observed gravity values.
 LX2937
 LX2937;                    North         East    Units  Estimated Accuracy
 LX2937;SPC CT       -   273,220.      329,480.      MT  (+/- 180 meters Scaled)
 LX2937
 LX2937                          SUPERSEDED SURVEY CONTROL
 LX2937
 LX2937.No superseded survey control is available for this station.
 LX2937
 LX2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM112441(NAD 83)
 LX2937_MARKER: DD = SURVEY DISK
 LX2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2937_SP_SET: CONCRETE POST
 LX2937_STAMPING: 5557
 LX2937_MARK LOGO: CTGS  
 LX2937_PROJECTION: RECESSED 6 CENTIMETERS
 LX2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2937+STABILITY: SURFACE MOTION
 LX2937
 LX2937  HISTORY     - Date     Condition        Report By
 LX2937  HISTORY     - UNK      MONUMENTED       CTGS
 LX2937  HISTORY     - 1986     GOOD             NGS
 LX2937
 LX2937                          STATION DESCRIPTION
 LX2937
 LX2937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2937'IN ELLINGTON.
 LX2937'7.64 KM (4.75 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2937'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE LEFT.  IT IS 6.10
 LX2937'METERS (20.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 83, 12.22
 LX2937'METERS (40.1 FT) EAST OF SNET POLE NO. 260 AND 40.54 METERS (133.0
 LX2937'FT) NORTH OF THE EXTENDED CENTERLINE OF JUNCTION OF KIBBE ROAD AND
 LX2937'STATE HIGHWAY 83.
 LX2937'THE MARK IS 0.04 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1584 ***********************************************************************
 MZ1584  DESIGNATION -  5561
 MZ1584  PID         -  MZ1584
 MZ1584  STATE/COUNTY-  CT/TOLLAND
 MZ1584  USGS QUAD   -  HAMPDEN (1979)
 MZ1584
 MZ1584                         *CURRENT SURVEY CONTROL
 MZ1584  ___________________________________________________________________
 MZ1584* NAD 83(1996)-  42 00 15.     (N)    072 27 16.     (W)     SCALED    
 MZ1584* NAVD 88     -        59.61   (+/-2cm)     195.6    (feet)  VERTCON   
 MZ1584  ___________________________________________________________________
 MZ1584  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 MZ1584
 MZ1584  VERT ORDER  -  THIRD ? (See Below)
 MZ1584
 MZ1584.The horizontal coordinates were scaled from a topographic map and have
 MZ1584.an estimated accuracy of +/- 6 seconds.
 MZ1584
 MZ1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1584.The vertical order pertains to the NGVD 29 superseded value.
 MZ1584
 MZ1584.The geoid height was determined by GEOID03.
 MZ1584
 MZ1584;                    North         East    Units  Estimated Accuracy
 MZ1584;SPC CT       -   282,480.      329,290.      MT  (+/- 180 meters Scaled)
 MZ1584
 MZ1584                          SUPERSEDED SURVEY CONTROL
 MZ1584
 MZ1584  NGVD 29 (07/19/86)   59.83   (m)          196.3    (f) LEVELING    3  
 MZ1584
 MZ1584.Superseded values are not recommended for survey control.
 MZ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1584.See file dsdata.txt to determine how the superseded data were derived.
 MZ1584
 MZ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM108533(NAD 83)
 MZ1584_MARKER: DD = SURVEY DISK
 MZ1584_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MZ1584_SP_SET: PREFABRICATED CONCRETE POST
 MZ1584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1584+STABILITY: SURFACE MOTION
 MZ1584
 MZ1584  HISTORY     - Date     Condition        Report By
 MZ1584  HISTORY     - 1979     MONUMENTED       CTGS
 MZ1584
 MZ1584                          STATION DESCRIPTION
 MZ1584
 MZ1584'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 MZ1584'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF
 MZ1584'SOMERSVILLE, 1-1/2 MILES NORTHWEST OF SOMERS AND
 MZ1584'3/4 MILES SOUTHWEST OF NORTH SOMERS.
 MZ1584'
 MZ1584'TO REACH THE STATION FROM SOMERS AT THE INTERSECTION OF
 MZ1584'CONNECTICUT ROUTE 190(MAIN STREET) AND CONNECTICUT ROUTE
 MZ1584'83(SPRINGFIELD ROAD), PROCEED NORTH ON CONNECTICUT ROUTE 83
 MZ1584'FOR 1.33 MILES TO THE STATION ON THE LEFT,WEST.
 MZ1584'
 MZ1584'THE STATION IS A STANDARD CTGS DISK
 MZ1584'STAMPED---5561---,
 MZ1584'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 MZ1584'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 MZ1584'46 FEET NORTH FROM THE CENTERLINE OF THE BRIDGE OVER AVERY
 MZ1584'BROOK,
 MZ1584'22 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83 AND
 MZ1584'8.4 FEET NORTH FROM CONNECTICUT LIGHT AND POWER POLE 824.
 MZ1584'
 MZ1584'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A CDOT BRONZE
 MZ1584'BASE LINE DISK,
 MZ1584'SET INTO A REINFORCED CONCRETE POST, SET 3 CM BELOW THE
 MZ1584'BITUMINOUS SHOULDER OF THE ROAD.
 MZ1584'IT IS LOCATED
 MZ1584'89 FEET NORTH FROM THE CENTERLINE OF THE BRIDGE OVER AVERY
 MZ1584'BROOK,
 MZ1584'52.3 FEET NORTH-NORTHEAST FROM CONNECTICUT LIGHT AND POWER POLE
 MZ1584'824 AND
 MZ1584'17 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83.
 MZ1584'MARK IS BELOW STATION 0.1 METERS.
 MZ1584'
 MZ1584'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS
 MZ1584'BOLT---NO STAMPING---, IN A CHISELED TRIANGLE,
 MZ1584'SET INTO THE CONCRETE BRIDGE PARAPET ON THE EAST SIDE OF
 MZ1584'48.4 FEET SOUTH-SOUTHEAST FROM CONNECTICUT LIGHT AND POWER POLE
 MZ1584'824,
 MZ1584'22 FEET EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83 AND
 MZ1584'17 FEET NORTH FROM THE CENTERLINE OF THE SAME BRIDGE.
 MZ1584'MARK IS ABOVE STATION 0.2 METERS.
 MZ1584'
 MZ1584'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS
 MZ1584'BOLT---NO STAMPING---, IN A CHISELED TRIANGLE,
 MZ1584'SET INTO THE CONCRETE BRIDGE PARAPET ON THE WEST SIDE OF
 MZ1584'CONNECTICUT ROUTE 83.
 MZ1584'IT IS LOCATED
 MZ1584'21 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83,
 MZ1584'19.3 FEET SOUTH FROM CONNECTICUT LIGHT AND POWER POLE 824 AND
 MZ1584'17 FEET NORTH FROM THE CENTERLINE OF THE SAME BRIDGE.
 MZ1584'MARK IS ABOVE STATION 0.2 METERS.
 MZ1584'
 MZ1584'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON
 MZ1584'PIN---NO STAMPING---, 2 CM ON A SIDE AND 121 CM LONG.
 MZ1584'THE TOP DRIVEN 3 CM BELOW THE SURFACE OF THE GROUND.
 MZ1584'IT IS LOCATED
 MZ1584'38 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83,
 MZ1584'33 FEET NORTH FROM THE CENTERLINE OF THE BRIDGE OVER AVERY
 MZ1584'BROOK AND
 MZ1584'15.1 FEET WEST FROM CONNECTICUT LIGHT AND POWER POLE 824.
 MZ1584'MARK IS LEVEL WITH STATION.
 MZ1584'
 MZ1584'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 MZ1584'STAMPED---1132---,
 MZ1584'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 MZ1584'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 MZ1584'57.3 FEET SOUTHWEST FROM AN 18 INCH MAPLE TREE,
 MZ1584'25.7 FEET NORTH-NORTHEAST FROM CONNECTICUT LIGHT AND POWER POLE
 MZ1584'836,
 MZ1584'20 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83 AND
 MZ1584'19 FEET SOUTH FROM THE CENTERLINE OF A GRAVEL DRIVE.
 MZ1584'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY
 MZ1584'ALONG CONNECTICUT ROUTE 83 FOR 0.35 MILES TO THE AZIMUTH
 MZ1584'MARK ON THE LEFT,WEST.
 MZ1584'
 MZ1584'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 MZ1584'STAMPED---5562---,
 MZ1584'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 MZ1584'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 MZ1584'87.8 FEET NORTH-NORTHWEST FROM CONNECTICUT LIGHT AND POWER POLE
 MZ1584'817,
 MZ1584'50.7 FEET SOUTH-SOUTHWEST FROM CONNECTICUT LIGHT AND POWER POLE
 MZ1584'818 AND
 MZ1584'26 FEET WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 83.
 MZ1584'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 MZ1584'CONNECTICUT ROUTE 83 FOR 0.19 MILES TO THE AZIMUTH ON THE
 MZ1584'RIGHT,WEST.
 MZ1584'
 MZ1584'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 MZ1584'
 MZ1584'DESCRIBED BY R. JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2901 ***********************************************************************
 LX2901  DESIGNATION -  5581
 LX2901  PID         -  LX2901
 LX2901  STATE/COUNTY-  CT/TOLLAND
 LX2901  USGS QUAD   -  MANCHESTER (1992)
 LX2901
 LX2901                         *CURRENT SURVEY CONTROL
 LX2901  ___________________________________________________________________
 LX2901* NAD 83(1996)-  41 51 28.     (N)    072 30 53.     (W)     SCALED    
 LX2901* NAVD 88     -       104.028  (meters)     341.30   (feet)  ADJUSTED  
 LX2901  ___________________________________________________________________
 LX2901  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2901  DYNAMIC HT  -         103.995 (meters)     341.19  (feet)  COMP
 LX2901  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LX2901
 LX2901  VERT ORDER  -  FIRST     CLASS II
 LX2901
 LX2901.The horizontal coordinates were scaled from a topographic map and have
 LX2901.an estimated accuracy of +/- 6 seconds.
 LX2901
 LX2901.The orthometric height was determined by differential leveling
 LX2901.and adjusted by the National Geodetic Survey in June 1991..
 LX2901
 LX2901.The geoid height was determined by GEOID03.
 LX2901
 LX2901.The dynamic height is computed by dividing the NAVD 88
 LX2901.geopotential number by the normal gravity value computed on the
 LX2901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2901.degrees latitude (g = 980.6199 gals.).
 LX2901
 LX2901.The modeled gravity was interpolated from observed gravity values.
 LX2901
 LX2901;                    North         East    Units  Estimated Accuracy
 LX2901;SPC CT       -   266,200.      324,340.      MT  (+/- 180 meters Scaled)
 LX2901
 LX2901                          SUPERSEDED SURVEY CONTROL
 LX2901
 LX2901  NGVD 29 (07/19/86)  104.3    (m)          342.     (f) VERT ANG       
 LX2901
 LX2901.Superseded values are not recommended for survey control.
 LX2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2901.See file dsdata.txt to determine how the superseded data were derived.
 LX2901
 LX2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM062369(NAD 83)
 LX2901_MARKER: DD = SURVEY DISK
 LX2901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2901_SP_SET: CONCRETE POST
 LX2901_STAMPING: 5581
 LX2901_MARK LOGO: CTGS  
 LX2901_PROJECTION: FLUSH
 LX2901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2901+STABILITY: SURFACE MOTION
 LX2901
 LX2901  HISTORY     - Date     Condition        Report By
 LX2901  HISTORY     - 1979     MONUMENTED       CTGS
 LX2901  HISTORY     - 1986     GOOD             NGS
 LX2901
 LX2901                          STATION DESCRIPTION
 LX2901
 LX2901'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX2901'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF ELLINGTON,
 LX2901'3 MILES NORTHEAST OF SOUTH WINDSOR AND 3 MILES SOUTHWEST OF
 LX2901'ROCKVILLE.
 LX2901'
 LX2901'TO REACH THE STATION FROM ELLINGTON AT THE INTERSECTION OF
 LX2901'CONNECTICUT ROUTE 286 (PINNEY STREET) AND CONNECTICUT ROUTE
 LX2901'74 (WAPPING ROAD), PROCEED SOUTHWEST ON CONNECTICUT ROUTE 74
 LX2901'FOR 1.32 MILES TO THE STATION ON THE RIGHT,NORTHWEST.
 LX2901'
 LX2901'THE STATION IS A STANDARD CTGS DISK
 LX2901'STAMPED---5581---,
 LX2901'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2901'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2901'51.9 FEET NORTHEAST FROM CONNECTICUT LIGHT AND POWER POLE 26376,
 LX2901'34.0 FEET WEST FROM CONNECTICUT LIGHT AND POWER POLE 18583 AND
 LX2901'18 FEET NORTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 74.
 LX2901'
 LX2901'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A CHISELED TRIANGLE,
 LX2901'SET INTO THE METAL RIM OF A MANHOLE.
 LX2901'IT IS LOCATED
 LX2901'57.2 FEET NORTHEAST FROM CONNECTICUT LIGHT AND POWER POLE 26376,
 LX2901'17 FEET EAST-SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2901'74 AND
 LX2901'5.0 FEET SOUTH-SOUTHWEST FROM CONNECTICUT LIGHT AND POWER POLE
 LX2901'18583.
 LX2901'MARK IS ABOVE STATION 0.2 METERS.
 LX2901'
 LX2901'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS
 LX2901'BOLT---NO STAMPING---,
 LX2901'SET INTO THE CENTER OF A CHISELED CROSS OF A SQUARE CONCRETE
 LX2901'TOWN LINE MARKER.
 LX2901'IT IS LOCATED
 LX2901'39.3 FEET EAST FROM CONNECTICUT LIGHT AND POWER POLE 26376,
 LX2901'29.2 FEET SOUTH-SOUTHWEST FROM CONNECTICUT LIGHT AND POWER POLE
 LX2901'18583 AND
 LX2901'16 FEET SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 74.
 LX2901'MARK IS LEVEL WITH STATION.
 LX2901'
 LX2901'REFERENCE POINT NUMBER 2 IS A DRILL HOLE IN AN IRON
 LX2901'PIN---NO STAMPING---, 2 CM ON A SIDE AND 121 CM LONG.
 LX2901'SET INTO THE TOP AND DRIVEN 3 CM BELOW THE SURFACE OF THE GROUND.
 LX2901'IT IS LOCATED
 LX2901'72.0 FEET NORTHEAST FROM CONNECTICUT LIGHT AND POWER POLE 26376,
 LX2901'10.3 FEET NORTHEAST FROM CONNECTICUT LIGHT AND POWER POLE 18583
 LX2901'AND
 LX2901'23 FEET EAST-SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT
 LX2901'ROUTE 74.
 LX2901'MARK IS BELOW STATION 0.1 METERS.
 LX2901'
 LX2901'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2901'STAMPED---5583---,
 LX2901'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2901'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2901'53.2 FEET NORTHEAST FROM CONNECTICUT LIGHT AND POWER POLE 26369,
 LX2901'47.8 FEET NORTHWEST FROM THE CENTERLINE OF A MANHOLE AND
 LX2901'14 FEET NORTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 74.
 LX2901'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY
 LX2901'ALONG CONNECTICUT ROUTE 74 FOR 0.23 MILES TO THE AZIMUTH
 LX2901'MARK ON THE RIGHT,NORTHWEST.
 LX2901'
 LX2901'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX2901'STAMPED---5582---,
 LX2901'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2901'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2901'70.0 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX2901'2016,
 LX2901'20 FEET SOUTHWEST FROM THE EXTENDED CENTERLINE OF A BIT. DRIVE
 LX2901'AND
 LX2901'16 FEET SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 74.
 LX2901'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY
 LX2901'ALONG CONNECTICUT ROUTE 74 FOR 0.22 MILES TO THE STATION ON
 LX2901'THE RIGHT,SOUTHEAST.
 LX2901'
 LX2901'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX2901'
 LX2901'DESCRIBED BY R. JORDAN.
 LX2901
 LX2901                          STATION RECOVERY (1986)
 LX2901
 LX2901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2901'5.1 KM (3.15 MI) NE FROM SOUTH WINDSOR.
 LX2901'0.24 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 LX2901'IN SOUTH WINDSOR, THENCE 4.86 KM (3.0 MI) NORTHEASTERLY ALONG STATE
 LX2901'HIGHWAY 74 TO THE MARK ON THE LEFT.  IT IS 5.49 METERS (18.0 FT) NORTH
 LX2901'OF THE CENTERLINE OF THE HIGHWAY, 15.97 METERS (52.4 FT) EAST OF
 LX2901'UTILITY POLE NO. 26376 WITH TRANSFORMER AND ONE GUY WIRE AND 10.45
 LX2901'METERS (34.3 FT) NORTH OF BRACE POLE NO. 18583.
 LX2901'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2902 ***********************************************************************
 LX2902  DESIGNATION -  5582
 LX2902  PID         -  LX2902
 LX2902  STATE/COUNTY-  CT/TOLLAND
 LX2902  USGS QUAD   -  MANCHESTER (1992)
 LX2902
 LX2902                         *CURRENT SURVEY CONTROL
 LX2902  ___________________________________________________________________
 LX2902* NAD 83(1986)-  41 51 29.     (N)    072 30 40.     (W)     SCALED    
 LX2902* NAVD 88     -       110.581  (meters)     362.80   (feet)  ADJUSTED  
 LX2902  ___________________________________________________________________
 LX2902  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2902  DYNAMIC HT  -         110.546 (meters)     362.68  (feet)  COMP
 LX2902  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 LX2902
 LX2902  VERT ORDER  -  FIRST     CLASS II
 LX2902
 LX2902.The horizontal coordinates were scaled from a topographic map and have
 LX2902.an estimated accuracy of +/- 6 seconds.
 LX2902
 LX2902.The orthometric height was determined by differential leveling
 LX2902.and adjusted by the National Geodetic Survey in June 1991..
 LX2902
 LX2902.The geoid height was determined by GEOID03.
 LX2902
 LX2902.The dynamic height is computed by dividing the NAVD 88
 LX2902.geopotential number by the normal gravity value computed on the
 LX2902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2902.degrees latitude (g = 980.6199 gals.).
 LX2902
 LX2902.The modeled gravity was interpolated from observed gravity values.
 LX2902
 LX2902;                    North         East    Units  Estimated Accuracy
 LX2902;SPC CT       -   266,230.      324,640.      MT  (+/- 180 meters Scaled)
 LX2902
 LX2902                          SUPERSEDED SURVEY CONTROL
 LX2902
 LX2902.No superseded survey control is available for this station.
 LX2902
 LX2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM065370(NAD 83)
 LX2902_MARKER: DD = SURVEY DISK
 LX2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2902_SP_SET: CONCRETE POST
 LX2902_STAMPING: 5582
 LX2902_MARK LOGO: CTGS  
 LX2902_PROJECTION: FLUSH
 LX2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2902+STABILITY: SURFACE MOTION
 LX2902
 LX2902  HISTORY     - Date     Condition        Report By
 LX2902  HISTORY     - 1979     MONUMENTED       CTGS
 LX2902  HISTORY     - 1986     GOOD             NGS
 LX2902
 LX2902                          STATION DESCRIPTION
 LX2902
 LX2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2902'5.5 KM (3.4 MI) NE FROM SOUTH WINDSOR.
 LX2902'0.24 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 LX2902'IN SOUTH WINDSOR, THENCE 5.26 KM (3.25 MI) NORTHEASTERLY ALONG STATE
 LX2902'HIGHWAY 74 TO THE MARK ON THE RIGHT.  IT IS 4.88 METERS (16.0 FT)
 LX2902'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 35.94 METERS (117.9 FT) EAST
 LX2902'OF UTILITY POLE NO. 1953 AND 21.46 METERS (70.4 FT) SOUTHWEST OF
 LX2902'UTILITY POLE NO. 2016.
 LX2902'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2902'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2900 ***********************************************************************
 LX2900  DESIGNATION -  5583
 LX2900  PID         -  LX2900
 LX2900  STATE/COUNTY-  CT/HARTFORD
 LX2900  USGS QUAD   -  MANCHESTER (1992)
 LX2900
 LX2900                         *CURRENT SURVEY CONTROL
 LX2900  ___________________________________________________________________
 LX2900* NAD 83(1986)-  41 51 17.     (N)    072 31 02.     (W)     SCALED    
 LX2900* NAVD 88     -       117.463  (meters)     385.38   (feet)  ADJUSTED  
 LX2900  ___________________________________________________________________
 LX2900  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2900  DYNAMIC HT  -         117.426 (meters)     385.26  (feet)  COMP
 LX2900  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 LX2900
 LX2900  VERT ORDER  -  FIRST     CLASS II
 LX2900
 LX2900.The horizontal coordinates were scaled from a topographic map and have
 LX2900.an estimated accuracy of +/- 6 seconds.
 LX2900
 LX2900.The orthometric height was determined by differential leveling
 LX2900.and adjusted by the National Geodetic Survey in June 1991..
 LX2900
 LX2900.The geoid height was determined by GEOID03.
 LX2900
 LX2900.The dynamic height is computed by dividing the NAVD 88
 LX2900.geopotential number by the normal gravity value computed on the
 LX2900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2900.degrees latitude (g = 980.6199 gals.).
 LX2900
 LX2900.The modeled gravity was interpolated from observed gravity values.
 LX2900
 LX2900;                    North         East    Units  Estimated Accuracy
 LX2900;SPC CT       -   265,860.      324,130.      MT  (+/- 180 meters Scaled)
 LX2900
 LX2900                          SUPERSEDED SURVEY CONTROL
 LX2900
 LX2900.No superseded survey control is available for this station.
 LX2900
 LX2900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM060366(NAD 83)
 LX2900_MARKER: DD = SURVEY DISK
 LX2900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2900_SP_SET: CONCRETE POST
 LX2900_STAMPING: 5583
 LX2900_MARK LOGO: CTGS  
 LX2900_PROJECTION: RECESSED 12 CENTIMETERS
 LX2900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2900+STABILITY: SURFACE MOTION
 LX2900
 LX2900  HISTORY     - Date     Condition        Report By
 LX2900  HISTORY     - 1979     MONUMENTED       CTGS
 LX2900  HISTORY     - 1986     GOOD             NGS
 LX2900
 LX2900                          STATION DESCRIPTION
 LX2900
 LX2900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2900'4.7 KM (2.95 MI) NE FROM SOUTH WINDSOR.
 LX2900'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE IN
 LX2900'SOUTH WINDSOR, THENCE 4.5 KM (2.8 MI) NORTHEAST ALONG STATE HIGHWAY
 LX2900'74 TO THE MARK ON THE RIGHT.  IT IS 4.48 METERS (14.7 FT) NORTH OF THE
 LX2900'CENTERLINE OF THE HIGHWAY, 41.03 METERS (134.6 FT) SOUTHWEST FROM
 LX2900'UTILITY POLE NO. 26370 WITH A TRANSFORMER AND 16.52 METERS (54.2 FT)
 LX2900'NORTHEAST FROM UTILITY POLE NO. 26369 WITH A STREET LIGHT.
 LX2900'THE MARK IS 0.12 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6286 ***********************************************************************
 LX6286  DESIGNATION -  56
 LX6286  PID         -  LX6286
 LX6286  STATE/COUNTY-  CT/NEW HAVEN
 LX6286  USGS QUAD   -  GUILFORD (1984)
 LX6286
 LX6286                         *CURRENT SURVEY CONTROL
 LX6286  ___________________________________________________________________
 LX6286* NAD 83(1996)-  41 18 27.     (N)    072 44 31.     (W)     SCALED    
 LX6286* NAVD 88     -        72.16   (+/-2cm)     236.7    (feet)  VERTCON   
 LX6286  ___________________________________________________________________
 LX6286  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6286
 LX6286  VERT ORDER  -  THIRD ? (See Below)
 LX6286
 LX6286.The horizontal coordinates were scaled from a topographic map and have
 LX6286.an estimated accuracy of +/- 6 seconds.
 LX6286
 LX6286.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6286.The vertical order pertains to the NGVD 29 superseded value.
 LX6286
 LX6286.The geoid height was determined by GEOID03.
 LX6286
 LX6286;                    North         East    Units  Estimated Accuracy
 LX6286;SPC CT       -   205,060.      305,480.      MT  (+/- 180 meters Scaled)
 LX6286
 LX6286                          SUPERSEDED SURVEY CONTROL
 LX6286
 LX6286  NGVD 29 (07/19/86)   72.47   (m)          237.8    (f) LEVELING    3  
 LX6286
 LX6286.Superseded values are not recommended for survey control.
 LX6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6286.See file dsdata.txt to determine how the superseded data were derived.
 LX6286
 LX6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL890753(NAD 83)
 LX6286_MARKER: Z = SEE DESCRIPTION
 LX6286_SETTING: 0 = UNSPECIFIED SETTING
 LX6286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6286
 LX6286  HISTORY     - Date     Condition        Report By
 LX6286  HISTORY     - 1976     MONUMENTED       NGS
 LX6286
 LX6286                          STATION DESCRIPTION
 LX6286
 LX6286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6286'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF GUILFORD, 1-3/4
 LX6286'NORTHWEST OF EXIT 57 OFF OF INTERSTATE HIGHWAY 95, 1-1/2
 LX6286'MILES SOUTHEAST OF NORTH BRANFORD AND IN
 LX6286'AN APPLE ORCHARD OWNED BY
 LX6286'MR. DONALD SULLIVAN, ROUTE 1, GUILFORD, CONNECTICUT.  HIS
 LX6286'TELEPHONE NUMBER IS 488-1285.
 LX6286'
 LX6286'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6286'95 AND U.S. HIGHWAY 1 (EXIT 57), ABOUT 1-1/2
 LX6286'MILES NORTHWEST OF GUILFORD,
 LX6286'GO NORTHWESTERLY ON U.S. HIGHWAY 1 FOR 2.15 MILES TO A SIDE
 LX6286'ROAD ON THE LEFT WHICH IS BRUCE LANE.  CONTINUE NORTHWESTERLY
 LX6286'ON HIGHWAY 1 FOR 0.3 MILE TO A FARM ROAD ON THE LEFT.  TURN
 LX6286'LEFT AND GO SOUTHERLY ON THE FARM ROAD, THROUGH THE APPLE
 LX6286'ORCHARD FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LX6286'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAY 1 AND
 LX6286'BRUCE LANE MENTIONED ABOVE, GO SOUTHERLY ON BRUCE LANE FOR
 LX6286'0.2 MILE TO A T-ROAD.  TURN RIGHT AND GO WESTERLY ON A
 LX6286'PAVED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 LX6286'DESCRIBED.
 LX6286'
 LX6286'STATION MARK, STAMPED---56---, IS A U.S. COAST AND GEODETIC
 LX6286'SURVEY AND STATE SURVEY DISK CEMENTED IN A DRILL HOLE IN
 LX6286'THE TOP OF A BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 LX6286'GROUND SURFACE.  IT IS 145 FEET EAST OF THE SECOND ROW
 LX6286'OF APPLE TREES FROM THE ROAD,
 LX6286'66 FEET WEST OF THE CENTER OF THE FARM ROAD AND 7 FEET WEST
 LX6286'OF THE THIRD ROW OF APPLE TREES WEST OF THE ROAD.
 LX6286'
 LX6286'REFERENCE MARK 4, STAMPED---56 NO 4 1976---, IS A STANDARD
 LX6286'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6286'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET WEST OF
 LX6286'THE CENTER OF
 LX6286'THE FARM ROAD, 8 FEET SOUTH OF AN APPLE TREE AND 5 FEET NORTH
 LX6286'OF AN APPLE TREE.
 LX6286'
 LX6286'REFERENCE MARK 5, STAMPED---56 NO 5 1976---, IS A STANDARD
 LX6286'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6286'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET WEST
 LX6286'OF THE CENTER OF THE FARM ROAD, 4 FEET NORTH OF AN APPLE TREE
 LX6286'AND 1 FOOT EAST OF A ROW OF APPLE TREES.
 LX6286'
 LX6286'THE AZIMUTH MARK, STAMPED---56 1976---, IS A STANDARD DISK SET
 LX6286'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LX6286'FLUSH WITH THE GROUND SURFACE.  IT IS 76 FEET SOUTH OF THE
 LX6286'CENTER OF A DRIVEWAY, 37.5 FEET WEST OF POWER LINE POLE
 LX6286'NUMBER 641, 19 FEET WEST OF THE CENTER OF THE PAVED ROAD AND
 LX6286'2 FEET WEST OF THE CURB.
 LX6286'
 LX6286'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.5 METERS.
 LX6286'
 LX6286'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3450 ***********************************************************************
 LX3450  DESIGNATION -  56
 LX3450  PID         -  LX3450
 LX3450  STATE/COUNTY-  CT/NEW LONDON
 LX3450  USGS QUAD   -  OLD LYME (1976)
 LX3450
 LX3450                         *CURRENT SURVEY CONTROL
 LX3450  ___________________________________________________________________
 LX3450* NAD 83(1986)-  41 21 14.     (N)    072 15 06.     (W)     SCALED    
 LX3450* NAVD 88     -        63.478  (meters)     208.26   (feet)  ADJUSTED  
 LX3450  ___________________________________________________________________
 LX3450  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX3450  DYNAMIC HT  -          63.456 (meters)     208.19  (feet)  COMP
 LX3450  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LX3450
 LX3450  VERT ORDER  -  FIRST     CLASS II
 LX3450
 LX3450.The horizontal coordinates were scaled from a topographic map and have
 LX3450.an estimated accuracy of +/- 6 seconds.
 LX3450
 LX3450.The orthometric height was determined by differential leveling
 LX3450.and adjusted by the National Geodetic Survey in June 1991..
 LX3450
 LX3450.The geoid height was determined by GEOID03.
 LX3450
 LX3450.The dynamic height is computed by dividing the NAVD 88
 LX3450.geopotential number by the normal gravity value computed on the
 LX3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3450.degrees latitude (g = 980.6199 gals.).
 LX3450
 LX3450.The modeled gravity was interpolated from observed gravity values.
 LX3450
 LX3450;                    North         East    Units  Estimated Accuracy
 LX3450;SPC CT       -   210,330.      346,500.      MT  (+/- 180 meters Scaled)
 LX3450
 LX3450                          SUPERSEDED SURVEY CONTROL
 LX3450
 LX3450.No superseded survey control is available for this station.
 LX3450
 LX3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL299816(NAD 83)
 LX3450_MARKER: DD = SURVEY DISK
 LX3450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3450_SP_SET: CONCRETE POST
 LX3450_STAMPING: 56
 LX3450_PROJECTION: PROJECTING 15 CENTIMETERS
 LX3450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3450+STABILITY: SURFACE MOTION
 LX3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3450+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 LX3450
 LX3450  HISTORY     - Date     Condition        Report By
 LX3450  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3450  HISTORY     - 1986     GOOD             NGS
 LX3450  HISTORY     - 1989     GOOD             USPSQD
 LX3450  HISTORY     - 19900414 GOOD             USPSQD
 LX3450  HISTORY     - 19901206 GOOD             USPSQD
 LX3450  HISTORY     - 20040514 GOOD             USPSQD
 LX3450
 LX3450                          STATION DESCRIPTION
 LX3450
 LX3450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3450'4.3 KM (2.7 MI) WEST FROM FLANDERS.
 LX3450'4.3 KM (2.7 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3450'HIGWAY 161 IN FLANDERS TO THE MARK ON THE LEFT.  9.9 METERS (32.7 FT)
 LX3450'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 12.1 METERS (40.0 FT)
 LX3450'WEST OF THE CENTER OF A ROAD AND 11.5 METERS (37.8 FT) EAST OF POWER
 LX3450'POLE NO. 1933.
 LX3450'THE MARK IS 0.18 METERS  W FROM  A WITNESS POST
 LX3450'THE MARK IS 1.5 M ABOVE HIGHWAY.
 LX3450
 LX3450                          STATION RECOVERY (1989)
 LX3450
 LX3450'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3450'RECOVERED IN GOOD CONDITION.
 LX3450
 LX3450                          STATION RECOVERY (1990)
 LX3450
 LX3450'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3450'RECOVERED IN GOOD CONDITION.
 LX3450
 LX3450                          STATION RECOVERY (1990)
 LX3450
 LX3450'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3450'RECOVERED IN GOOD CONDITION.
 LX3450
 LX3450                          STATION RECOVERY (2004)
 LX3450
 LX3450'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6284 ***********************************************************************
 LX6284  DESIGNATION -  56 AZ MK
 LX6284  PID         -  LX6284
 LX6284  STATE/COUNTY-  CT/NEW HAVEN
 LX6284  USGS QUAD   -  GUILFORD (1984)
 LX6284
 LX6284                         *CURRENT SURVEY CONTROL
 LX6284  ___________________________________________________________________
 LX6284* NAD 83(1996)-  41 18 25.23799(N)    072 44 15.06717(W)     ADJUSTED  
 LX6284* NAVD 88     -        49.1    (meters)     161.     (feet)  VERTCON   
 LX6284  ___________________________________________________________________
 LX6284  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LX6284  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6284
 LX6284  HORZ ORDER  -  SECOND
 LX6284
 LX6284.The horizontal coordinates were established by classical geodetic methods
 LX6284.and adjusted by the National Geodetic Survey in August 1998..
 LX6284
 LX6284.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6284
 LX6284.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6284
 LX6284.The geoid height was determined by GEOID03.
 LX6284
 LX6284;                    North         East     Units Scale Factor Converg.
 LX6284;SPC CT       -   205,005.701   305,845.832   MT  0.99999092   +0 00 29.8
 LX6284;SPC CT       -   672,589.54  1,003,429.20   sFT  0.99999092   +0 00 29.8
 LX6284;UTM  18      - 4,575,308.143   689,398.912   MT  1.00004149   +1 29 38.0
 LX6284
 LX6284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6284!SPC CT       -   0.99999700  x   0.99999092  =   0.99998792
 LX6284!UTM  18      -   0.99999700  x   1.00004149  =   1.00003849
 LX6284
 LX6284|---------------------------------------------------------------------|
 LX6284| PID    Reference Object                     Distance      Geod. Az  |
 LX6284|                                                           dddmmss.s |
 LX6284| LX6286 56                                  399.435 METERS 28123     |
 LX6284| LX6285 56 RM 4                             391.423 METERS 28206     |
 LX6284|---------------------------------------------------------------------|
 LX6284
 LX6284                          SUPERSEDED SURVEY CONTROL
 LX6284
 LX6284  NAD 83(1992)-  41 18 25.23710(N)    072 44 15.06701(W) AD(       ) 2
 LX6284  NAD 83(1986)-  41 18 25.23929(N)    072 44 15.06982(W) AD(       ) 2
 LX6284  NAD 27      -  41 18 24.89112(N)    072 44 16.72045(W) AD(       ) 2
 LX6284  NGVD 29 (07/19/86)   49.4    (m)          162.     (f) VERT ANG       
 LX6284
 LX6284.Superseded values are not recommended for survey control.
 LX6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6284.See file dsdata.txt to determine how the superseded data were derived.
 LX6284
 LX6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8939975308(NAD 83)
 LX6284_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6284+STABILITY: SURFACE MOTION
 LX6284
 LX6284  HISTORY     - Date     Condition        Report By
 LX6284  HISTORY     - 1976     MONUMENTED       NGS
 LX6284  HISTORY     - 19910407 GOOD             USPSQD
 LX6284
 LX6284                          STATION DESCRIPTION
 LX6284
 LX6284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6284'THE STATION IS ABOUT 3-3/4 MILES NORTHWEST OF GUILFORD, 1-3/4
 LX6284'MILES NORTHWEST OF EXIT 57 OFF OF INTERSTATE HIGHWAY 95, 1-1/2
 LX6284'MILES SOUTHEAST OF NORTH BRANFORD AND ON THE ROAD RIGHT-OF-WAY
 LX6284'OF KENNETH ROAD.
 LX6284'
 LX6284'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LX6284'AND U.S. HIGHWAY 1 (EXIT 57), ABOUT 1-1/2 MILES NORTHWEST OF
 LX6284'GUILFORD, GO NORTHWESTERLY ON U.S. HIGHWAY 1 FOR 2.15 MILES TO
 LX6284'THE JUNCTION OF BRUCE LANE ON THE LEFT.  TURN LEFT AND GO
 LX6284'SOUTHERLY ON BRUCE LANE FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT
 LX6284'AND GO WESTERLY ON A PAVED ROAD (KENNETH ROAD) FOR 0.1 MILE TO
 LX6284'THE STATION ON THE LEFT AS DESCRIBED.
 LX6284'
 LX6284'STATION MARK, STAMPED---56 1976---, IS A STANDARD NATIONAL
 LX6284'GEODETIC SURVEY AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH
 LX6284'ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.
 LX6284'IT IS 76 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 37.5 FEET
 LX6284'WEST OF POWER POLE NUMBER 641, 19 FEET WEST OF THE CENTER OF
 LX6284'KENNETH ROAD AND 2 FEET WEST OF A CURB.
 LX6284'
 LX6284'DESCRIBED BY N.B. JOHNSON.
 LX6284
 LX6284                          STATION RECOVERY (1991)
 LX6284
 LX6284'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX6284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3179 ***********************************************************************
 LX3179  DESIGNATION -  5601
 LX3179  PID         -  LX3179
 LX3179  STATE/COUNTY-  CT/HARTFORD
 LX3179  USGS QUAD   -  BROAD BROOK (1984)
 LX3179
 LX3179                         *CURRENT SURVEY CONTROL
 LX3179  ___________________________________________________________________
 LX3179* NAD 83(1996)-  41 56 06.     (N)    072 31 45.     (W)     SCALED    
 LX3179* NAVD 88     -        43.731  (meters)     143.47   (feet)  ADJUSTED  
 LX3179  ___________________________________________________________________
 LX3179  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX3179  DYNAMIC HT  -          43.717 (meters)     143.43  (feet)  COMP
 LX3179  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 LX3179
 LX3179  VERT ORDER  -  FIRST     CLASS II
 LX3179
 LX3179.The horizontal coordinates were scaled from a topographic map and have
 LX3179.an estimated accuracy of +/- 6 seconds.
 LX3179
 LX3179.The orthometric height was determined by differential leveling
 LX3179.and adjusted by the National Geodetic Survey in June 1991..
 LX3179
 LX3179.The geoid height was determined by GEOID03.
 LX3179
 LX3179.The dynamic height is computed by dividing the NAVD 88
 LX3179.geopotential number by the normal gravity value computed on the
 LX3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3179.degrees latitude (g = 980.6199 gals.).
 LX3179
 LX3179.The modeled gravity was interpolated from observed gravity values.
 LX3179
 LX3179;                    North         East    Units  Estimated Accuracy
 LX3179;SPC CT       -   274,780.      323,120.      MT  (+/- 180 meters Scaled)
 LX3179
 LX3179                          SUPERSEDED SURVEY CONTROL
 LX3179
 LX3179  NGVD 29 (07/19/86)   43.9    (m)          144.     (f) VERT ANG       
 LX3179
 LX3179.Superseded values are not recommended for survey control.
 LX3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3179.See file dsdata.txt to determine how the superseded data were derived.
 LX3179
 LX3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM048455(NAD 83)
 LX3179_MARKER: DD = SURVEY DISK
 LX3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3179_SP_SET: CONCRETE POST
 LX3179_STAMPING: 5601
 LX3179_MARK LOGO: CTGS  
 LX3179_PROJECTION: RECESSED 6 CENTIMETERS
 LX3179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3179+STABILITY: SURFACE MOTION
 LX3179
 LX3179  HISTORY     - Date     Condition        Report By
 LX3179  HISTORY     - 1979     MONUMENTED       CTGS
 LX3179  HISTORY     - 1986     GOOD             NGS
 LX3179
 LX3179                          STATION DESCRIPTION
 LX3179
 LX3179'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (BGW)
 LX3179'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHEAST
 LX3179'OF ENFIELD, 3-3/4 MILES NORTHWEST OF ELLINGTON AND 1-3/4 MILES
 LX3179'NORTHEAST OF BROADBROOK.
 LX3179'
 LX3179'TO REACH THE STATION FROM EAST WINDSOR AT THE NORTHEAST
 LX3179'INTERSECTION OF CONNECTICUT ROUTE 140(MELROSE ROAD)
 LX3179'AND CONNECTICUT ROUTE 191(BROADBROOK ROAD), PROCEED SOUTH
 LX3179'ON CONNECTICUT ROUTE 191 FOR 0.16 MILES TO THE STATION ON
 LX3179'THE LEFT,EAST.
 LX3179'
 LX3179'THE STATION IS A STANDARD CTGS DISK
 LX3179'STAMPED---5601---,
 LX3179'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3179'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3179'78.8 FEET SOUTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 1048,
 LX3179'60.8 FEET NORTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 1050
 LX3179'AND
 LX3179'16 FEET SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 191.
 LX3179'
 LX3179'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON
 LX3179'PIN,(NO STAMPING),2 CM ON A SIDE AND 121 CM LONG
 LX3179'THE TOP DRIVEN 3 CM BELOW THE SURFACE OF THE GROUND.
 LX3179'IT IS LOCATED
 LX3179'74.5 FEET NORTH-NORTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE
 LX3179'POLE 1050,
 LX3179'72.3 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 1048
 LX3179'AND
 LX3179'20 FEET NORTHWEST FROM THE CENTERLINE OF CONNECTICUT ROUTE 191.
 LX3179'MARK IS BELOW STATION 0.3 METERS.
 LX3179'
 LX3179'REFERENCE POINT NUMBER 2 IS A DRILL HOLE IN AN IRON
 LX3179'PIN---NO STAMPING---, 2 CM ON A SIDE AND 121 CM LONG,
 LX3179'THE TOP DRIVEN 3 CM BELOW THE SURFACE OF THE GROUND.
 LX3179'IT IS LOCATED
 LX3179'83.3 FEET NORTH-NORTHEAST FROM SOUTHERN NEW ENGLAND  TELEPHONE
 LX3179'POLE 1050,
 LX3179'59.0 FEET SOUTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 1048
 LX3179'AND
 LX3179'17 FEET EAST-SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX3179'191.
 LX3179'MARK IS BELOW STATION 0.15 METERS.
 LX3179'
 LX3179'REFERENCE POINT NUMBER 3 IS A DRILL HOLE IN AN IRON
 LX3179'PIN---NO STAMPING---, 2 CM ON A SIDE AND 121 CM LONG.
 LX3179'THE TOP DRIVEN 3 CM BELOW THE SURFACE OF THE GROUND.
 LX3179'IT IS LOCATED
 LX3179'95.3 FEET SOUTH FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 1048,
 LX3179'44.6 FEET NORTH-NORTHEAST FROM SOUTHERN NEW ENGLAND TELEPHONE
 LX3179'POLE 1050 AND
 LX3179'22 FEET SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 191.
 LX3179'MARK IS BELOW STATION 0.15 METERS.
 LX3179'
 LX3179'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3179'STAMPED---1613---,
 LX3179'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3179'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 LX3179'56.0 FEET NORTHEAST FROM THE NORTHEAST CORNER OF A BARN,
 LX3179'17 FEET NORTH FROM THE CENTERLINE OF MELROSE ROAD AND
 LX3179'18.9 FEET EAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE 1396.
 LX3179'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY
 LX3179'ALONG CONNECTICUT ROUTE 191 FOR 0.16 MILES TO MELROSE
 LX3179'ROAD ON THE LEFT,NORTHWEST. TAKE LEFT AND PROCEED FOR 0.37
 LX3179'MILES TO THE AZIMUTH MARK ON THE RIGHT,NORTH.
 LX3179'
 LX3179'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3179'STAMPED---5602---,
 LX3179'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3179'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX3179'40.1 FEET SOUTHEAST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3179'1289-S,
 LX3179'30.0 FEET SOUTHWEST FROM SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX3179'1289 AND
 LX3179'18 FEET SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT ROUTE 191.
 LX3179'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY
 LX3179'ALONG CONNECTICUT ROUTE 191 FOR 0.18 MILES TO THE AZIMUTH MARK
 LX3179'ON THE LEFT,SOUTHEAST.
 LX3179'
 LX3179'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX3179'
 LX3179'DESCRIBED BY R. JORDAN.
 LX3179
 LX3179                          STATION RECOVERY (1986)
 LX3179
 LX3179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3179'9.9 KM (6.15 MI) EAST FROM WINDSOR LOCKS.
 LX3179'9.90 KM (6.15 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3179'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3179'5.12 METERS (16.8 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 24.02
 LX3179'METERS (78.8 FT) SOUTH OF SNET POLE NO. 1048 WITH ONE GUY WIRE AND
 LX3179'18.71 METERS (61.4 FT) NORTH OF SNET POLE NO. 1050.
 LX3179'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 LX3179'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3177 ***********************************************************************
 LX3177  DESIGNATION -  5602
 LX3177  PID         -  LX3177
 LX3177  STATE/COUNTY-  CT/HARTFORD
 LX3177  USGS QUAD   -  BROAD BROOK (1984)
 LX3177
 LX3177                         *CURRENT SURVEY CONTROL
 LX3177  ___________________________________________________________________
 LX3177* NAD 83(1986)-  41 56 00.     (N)    072 31 53.     (W)     SCALED    
 LX3177* NAVD 88     -        44.879  (meters)     147.24   (feet)  ADJUSTED  
 LX3177  ___________________________________________________________________
 LX3177  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX3177  DYNAMIC HT  -          44.865 (meters)     147.19  (feet)  COMP
 LX3177  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 LX3177
 LX3177  VERT ORDER  -  FIRST     CLASS II
 LX3177
 LX3177.The horizontal coordinates were scaled from a topographic map and have
 LX3177.an estimated accuracy of +/- 6 seconds.
 LX3177
 LX3177.The orthometric height was determined by differential leveling
 LX3177.and adjusted by the National Geodetic Survey in June 1991..
 LX3177
 LX3177.The geoid height was determined by GEOID03.
 LX3177
 LX3177.The dynamic height is computed by dividing the NAVD 88
 LX3177.geopotential number by the normal gravity value computed on the
 LX3177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3177.degrees latitude (g = 980.6199 gals.).
 LX3177
 LX3177.The modeled gravity was interpolated from observed gravity values.
 LX3177
 LX3177;                    North         East    Units  Estimated Accuracy
 LX3177;SPC CT       -   274,590.      322,930.      MT  (+/- 180 meters Scaled)
 LX3177
 LX3177                          SUPERSEDED SURVEY CONTROL
 LX3177
 LX3177.No superseded survey control is available for this station.
 LX3177
 LX3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM046453(NAD 83)
 LX3177_MARKER: DD = SURVEY DISK
 LX3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3177_SP_SET: CONCRETE POST
 LX3177_STAMPING: 5602
 LX3177_MARK LOGO: CTGS  
 LX3177_PROJECTION: FLUSH
 LX3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3177+STABILITY: SURFACE MOTION
 LX3177
 LX3177  HISTORY     - Date     Condition        Report By
 LX3177  HISTORY     - 1979     MONUMENTED       CTGS
 LX3177  HISTORY     - 1986     GOOD             NGS
 LX3177
 LX3177                          STATION DESCRIPTION
 LX3177
 LX3177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3177'9.7 KM (6.00 MI) EAST FROM WINDSOR LOCKS.
 LX3177'9.70 KM (6.0 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3177'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3177'5.73 METERS (18.8 FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 12.37 METERS
 LX3177'(40.6 FT) SOUTH OF A SNET BRACE POLE NO. 1289S AND 9.33 METERS (30.6
 LX3177'FT) WEST OF SNET POLE NO. 1289.
 LX3177'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3177'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2051 ***********************************************************************
 LX2051  DESIGNATION -  5608
 LX2051  PID         -  LX2051
 LX2051  STATE/COUNTY-  CT/HARTFORD
 LX2051  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2051
 LX2051                         *CURRENT SURVEY CONTROL
 LX2051  ___________________________________________________________________
 LX2051* NAD 83(1986)-  41 59 39.     (N)    072 38 45.     (W)     SCALED    
 LX2051* NAVD 88     -        67.102  (meters)     220.15   (feet)  ADJUSTED  
 LX2051  ___________________________________________________________________
 LX2051  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2051  DYNAMIC HT  -          67.083 (meters)     220.09  (feet)  COMP
 LX2051  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 LX2051
 LX2051  VERT ORDER  -  FIRST     CLASS II
 LX2051
 LX2051.The horizontal coordinates were scaled from a topographic map and have
 LX2051.an estimated accuracy of +/- 6 seconds.
 LX2051
 LX2051.The orthometric height was determined by differential leveling
 LX2051.and adjusted by the National Geodetic Survey in June 1991..
 LX2051
 LX2051.The geoid height was determined by GEOID03.
 LX2051
 LX2051.The dynamic height is computed by dividing the NAVD 88
 LX2051.geopotential number by the normal gravity value computed on the
 LX2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2051.degrees latitude (g = 980.6199 gals.).
 LX2051
 LX2051.The modeled gravity was interpolated from observed gravity values.
 LX2051
 LX2051;                    North         East    Units  Estimated Accuracy
 LX2051;SPC CT       -   281,330.      313,430.      MT  (+/- 180 meters Scaled)
 LX2051
 LX2051                          SUPERSEDED SURVEY CONTROL
 LX2051
 LX2051.No superseded survey control is available for this station.
 LX2051
 LX2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM949518(NAD 83)
 LX2051_MARKER: DD = SURVEY DISK
 LX2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2051_SP_SET: CONCRETE POST
 LX2051_STAMPING: 5608
 LX2051_MARK LOGO: CTGS  
 LX2051_PROJECTION: RECESSED 3 CENTIMETERS
 LX2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2051+STABILITY: SURFACE MOTION
 LX2051
 LX2051  HISTORY     - Date     Condition        Report By
 LX2051  HISTORY     - 1978     MONUMENTED       CTGS
 LX2051  HISTORY     - 1984     GOOD             NGS
 LX2051
 LX2051                          STATION DESCRIPTION
 LX2051
 LX2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2051'1.4 KM (0.9 MI) NORTH FROM SUFFIELD.
 LX2051'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 75 FROM THE JUNCTION OF
 LX2051'STATE HIGHWAY 168 IN SUFFIELD TO THE MARK ON THE RIGHT, 0.2 KM (0.15
 LX2051'MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 190, 8.07 METERS (26.5 FT)
 LX2051'EAST OF THE CENTERLINE OF THE HIGHWAY, 16.27 METERS (53.4 FT)
 LX2051'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE 522, 4.84 METERS
 LX2051'(15.9 FT) WEST OF THE WEST EDGE OF THE SIDEWALK, 3.65 METERS (12.0 FT)
 LX2051'SOUTHWEST OF POWER POLE 4444.
 LX2051'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 LX2051'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2246 ***********************************************************************
 LX2246  DESIGNATION -  561
 LX2246  PID         -  LX2246
 LX2246  STATE/COUNTY-  CT/MIDDLESEX
 LX2246  USGS QUAD   -  DEEP RIVER (1971)
 LX2246
 LX2246                         *CURRENT SURVEY CONTROL
 LX2246  ___________________________________________________________________
 LX2246* NAD 83(1986)-  41 22 31.     (N)    072 25 53.     (W)     SCALED    
 LX2246* NAVD 88     -        21.131  (meters)      69.33   (feet)  ADJUSTED  
 LX2246  ___________________________________________________________________
 LX2246  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX2246  DYNAMIC HT  -          21.124 (meters)      69.30  (feet)  COMP
 LX2246  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX2246
 LX2246  VERT ORDER  -  FIRST     CLASS II
 LX2246
 LX2246.The horizontal coordinates were scaled from a topographic map and have
 LX2246.an estimated accuracy of +/- 6 seconds.
 LX2246
 LX2246.The orthometric height was determined by differential leveling
 LX2246.and adjusted by the National Geodetic Survey in June 1991..
 LX2246
 LX2246.The geoid height was determined by GEOID03.
 LX2246
 LX2246.The dynamic height is computed by dividing the NAVD 88
 LX2246.geopotential number by the normal gravity value computed on the
 LX2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2246.degrees latitude (g = 980.6199 gals.).
 LX2246
 LX2246.The modeled gravity was interpolated from observed gravity values.
 LX2246
 LX2246;                    North         East    Units  Estimated Accuracy
 LX2246;SPC CT       -   212,640.      331,450.      MT  (+/- 180 meters Scaled)
 LX2246
 LX2246                          SUPERSEDED SURVEY CONTROL
 LX2246
 LX2246.No superseded survey control is available for this station.
 LX2246
 LX2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL148836(NAD 83)
 LX2246_MARKER: DD = SURVEY DISK
 LX2246_SETTING: 66 = SET IN ROCK OUTCROP
 LX2246_SP_SET: ROCK OUTCROP
 LX2246_STAMPING: 561
 LX2246_MARK LOGO: CTGS  
 LX2246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2246+STABILITY: POSITION/ELEVATION WELL
 LX2246
 LX2246  HISTORY     - Date     Condition        Report By
 LX2246  HISTORY     - UNK      MONUMENTED       CTGS
 LX2246  HISTORY     - 1984     GOOD             NGS
 LX2246  HISTORY     - 1989     GOOD             USPSQD
 LX2246  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 LX2246
 LX2246                          STATION DESCRIPTION
 LX2246
 LX2246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2246'0.8 KM (0.5 MI) SOUTH FROM DEEP RIVER.
 LX2246'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 9A (MIDDLESEX TURNPIKE) FROM
 LX2246'THE POST OFFICE IN DEEP RIVER TO THE MARK ON THE RIGHT, 5.6 METERS
 LX2246'(18.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 METERS (5.0 FT)
 LX2246'NORTH OF THE EXTENDED CENTER OF RIVERVIEW AVENUE, 14.3 METERS (47.0
 LX2246'FT) NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE 329, 1.6 METERS
 LX2246'(5.5 FT) EAST OF THE CENTER OF THE SIDEWALK.
 LX2246'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LX2246
 LX2246                          STATION RECOVERY (1989)
 LX2246
 LX2246'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2246'RECOVERED IN GOOD CONDITION.
 LX2246
 LX2246                          STATION RECOVERY (1991)
 LX2246
 LX2246'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2052 ***********************************************************************
 LX2052  DESIGNATION -  5610
 LX2052  PID         -  LX2052
 LX2052  STATE/COUNTY-  CT/HARTFORD
 LX2052  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2052
 LX2052                         *CURRENT SURVEY CONTROL
 LX2052  ___________________________________________________________________
 LX2052* NAD 83(1986)-  41 59 48.     (N)    072 38 51.     (W)     SCALED    
 LX2052* NAVD 88     -        62.836  (meters)     206.15   (feet)  ADJUSTED  
 LX2052  ___________________________________________________________________
 LX2052  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2052  DYNAMIC HT  -          62.818 (meters)     206.10  (feet)  COMP
 LX2052  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 LX2052
 LX2052  VERT ORDER  -  FIRST     CLASS II
 LX2052
 LX2052.The horizontal coordinates were scaled from a topographic map and have
 LX2052.an estimated accuracy of +/- 6 seconds.
 LX2052
 LX2052.The orthometric height was determined by differential leveling
 LX2052.and adjusted by the National Geodetic Survey in June 1991..
 LX2052
 LX2052.The geoid height was determined by GEOID03.
 LX2052
 LX2052.The dynamic height is computed by dividing the NAVD 88
 LX2052.geopotential number by the normal gravity value computed on the
 LX2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2052.degrees latitude (g = 980.6199 gals.).
 LX2052
 LX2052.The modeled gravity was interpolated from observed gravity values.
 LX2052
 LX2052;                    North         East    Units  Estimated Accuracy
 LX2052;SPC CT       -   281,610.      313,290.      MT  (+/- 180 meters Scaled)
 LX2052
 LX2052                          SUPERSEDED SURVEY CONTROL
 LX2052
 LX2052.No superseded survey control is available for this station.
 LX2052
 LX2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM948520(NAD 83)
 LX2052_MARKER: DD = SURVEY DISK
 LX2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2052_SP_SET: CONCRETE POST
 LX2052_STAMPING: 5610
 LX2052_MARK LOGO: CTGS  
 LX2052_PROJECTION: RECESSED 3 CENTIMETERS
 LX2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2052+STABILITY: SURFACE MOTION
 LX2052
 LX2052  HISTORY     - Date     Condition        Report By
 LX2052  HISTORY     - 1979     MONUMENTED       CTGS
 LX2052  HISTORY     - 1984     GOOD             NGS
 LX2052
 LX2052                          STATION DESCRIPTION
 LX2052
 LX2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2052'1.7 KM (1.65 MI) NORTH FROM SUFFIELD.
 LX2052'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 75 FROM THE JUNCTION OF
 LX2052'STATE HIGHWAY 168 IN SUFFIELD TO THE JUNCTION OF STATE HIGHWAY 190 AND
 LX2052'THE MARK ON THE RIGHT, AT THE NORTHEAST TANGENT OF THE JUNCTION,
 LX2052'7.01 METERS (23.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 75,
 LX2052'16.15 METERS (53.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 190,
 LX2052'11.0 METERS (36.0 FT) WEST OF POWER POLE 4078, 5.36 METERS (17.6 FT)
 LX2052'SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN FENCE AROUND THE
 LX2052'PROPERTY OF A TWO STORY HOUSE, 2.13 METERS (7.0 FT) NORTHWEST OF A
 LX2052'METAL SIGN POST (MAPLETON AVENUE).
 LX2052'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX2052'THE MARK IS 0.18 M ABOVE HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3173 ***********************************************************************
 LX3173  DESIGNATION -  5616
 LX3173  PID         -  LX3173
 LX3173  STATE/COUNTY-  CT/HARTFORD
 LX3173  USGS QUAD   -  BROAD BROOK (1984)
 LX3173
 LX3173                         *CURRENT SURVEY CONTROL
 LX3173  ___________________________________________________________________
 LX3173* NAD 83(1986)-  41 56 04.     (N)    072 34 48.     (W)     SCALED    
 LX3173* NAVD 88     -        36.767  (meters)     120.63   (feet)  ADJUSTED  
 LX3173  ___________________________________________________________________
 LX3173  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX3173  DYNAMIC HT  -          36.756 (meters)     120.59  (feet)  COMP
 LX3173  MODELED GRAV-     980,325.0   (mgal)                       NAVD 88
 LX3173
 LX3173  VERT ORDER  -  FIRST     CLASS II
 LX3173
 LX3173.The horizontal coordinates were scaled from a topographic map and have
 LX3173.an estimated accuracy of +/- 6 seconds.
 LX3173
 LX3173.The orthometric height was determined by differential leveling
 LX3173.and adjusted by the National Geodetic Survey in June 1991..
 LX3173
 LX3173.The geoid height was determined by GEOID03.
 LX3173
 LX3173.The dynamic height is computed by dividing the NAVD 88
 LX3173.geopotential number by the normal gravity value computed on the
 LX3173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3173.degrees latitude (g = 980.6199 gals.).
 LX3173
 LX3173.The modeled gravity was interpolated from observed gravity values.
 LX3173
 LX3173;                    North         East    Units  Estimated Accuracy
 LX3173;SPC CT       -   274,710.      318,900.      MT  (+/- 180 meters Scaled)
 LX3173
 LX3173                          SUPERSEDED SURVEY CONTROL
 LX3173
 LX3173.No superseded survey control is available for this station.
 LX3173
 LX3173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM006453(NAD 83)
 LX3173_MARKER: DD = SURVEY DISK
 LX3173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3173_SP_SET: CONCRETE POST
 LX3173_STAMPING: 5616
 LX3173_MARK LOGO: CTGS  
 LX3173_PROJECTION: FLUSH
 LX3173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3173+STABILITY: SURFACE MOTION
 LX3173
 LX3173  HISTORY     - Date     Condition        Report By
 LX3173  HISTORY     - 1979     MONUMENTED       CTGS
 LX3173  HISTORY     - 1986     GOOD             NGS
 LX3173
 LX3173                          STATION DESCRIPTION
 LX3173
 LX3173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3173'4.3 KM (2.65 MI) EAST FROM WINDSOR LOCKS.
 LX3173'4.30 KM (2.65 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3173'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3173'5.85 METERS (19.2 FT) SOUTH OF THE CENTERLINE OF HIGHWAY, 26.21 METERS
 LX3173'(86.0 FT) SOUTHEAST OF SNET POLE NO. 1233 AND 7.38 (24.2 FT)
 LX3173'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 156.
 LX3173'THE MARK IS 0.49 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2247 ***********************************************************************
 LX2247  DESIGNATION -  562
 LX2247  PID         -  LX2247
 LX2247  STATE/COUNTY-  CT/MIDDLESEX
 LX2247  USGS QUAD   -  ESSEX (1977)
 LX2247
 LX2247                         *CURRENT SURVEY CONTROL
 LX2247  ___________________________________________________________________
 LX2247* NAD 83(1986)-  41 22 08.     (N)    072 25 40.     (W)     SCALED    
 LX2247* NAVD 88     -        13.825  (meters)      45.36   (feet)  ADJUSTED  
 LX2247  ___________________________________________________________________
 LX2247  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX2247  DYNAMIC HT  -          13.820 (meters)      45.34  (feet)  COMP
 LX2247  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX2247
 LX2247  VERT ORDER  -  FIRST     CLASS II
 LX2247
 LX2247.The horizontal coordinates were scaled from a topographic map and have
 LX2247.an estimated accuracy of +/- 6 seconds.
 LX2247
 LX2247.The orthometric height was determined by differential leveling
 LX2247.and adjusted by the National Geodetic Survey in June 1991..
 LX2247
 LX2247.The geoid height was determined by GEOID03.
 LX2247
 LX2247.The dynamic height is computed by dividing the NAVD 88
 LX2247.geopotential number by the normal gravity value computed on the
 LX2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2247.degrees latitude (g = 980.6199 gals.).
 LX2247
 LX2247.The modeled gravity was interpolated from observed gravity values.
 LX2247
 LX2247;                    North         East    Units  Estimated Accuracy
 LX2247;SPC CT       -   211,930.      331,760.      MT  (+/- 180 meters Scaled)
 LX2247
 LX2247                          SUPERSEDED SURVEY CONTROL
 LX2247
 LX2247.No superseded survey control is available for this station.
 LX2247
 LX2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL151829(NAD 83)
 LX2247_MARKER: DD = SURVEY DISK
 LX2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2247_SP_SET: CONCRETE POST
 LX2247_STAMPING: 562
 LX2247_MARK LOGO: CTGS  
 LX2247_PROJECTION: FLUSH
 LX2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2247+STABILITY: SURFACE MOTION
 LX2247
 LX2247  HISTORY     - Date     Condition        Report By
 LX2247  HISTORY     - UNK      MONUMENTED       CTGS
 LX2247  HISTORY     - 1984     GOOD             NGS
 LX2247  HISTORY     - 1989     GOOD             USPSQD
 LX2247  HISTORY     - 1991     GOOD             USPSQD
 LX2247  HISTORY     - 19970220 GOOD             USPSQD
 LX2247
 LX2247                          STATION DESCRIPTION
 LX2247
 LX2247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2247'1.6 KM (1.0 MI) SOUTH FROM DEEP RIVER.
 LX2247'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 9A (MIDDLESEX TURNPIKE) FROM
 LX2247'THE POST OFFICE IN DEEP RIVER TO THE MARK ON THE RIGHT, IN THE FRONT
 LX2247'LAWN OF A TWO STORY FRAME HOUSE WITH A SIGN AT THE SOUTHEAST CORNER
 LX2247'(NATHANIEL KIRTLAND JR. 1746), 8.3 METERS (27.5 FT) SOUTHWEST OF THE
 LX2247'CENTERLINE OF THE HIGHWAY, 16.6 METERS (54.5 FT) SOUTHEAST OF THE
 LX2247'SOUTHEAST CORNER OF THE HOUSE, 9.2 METERS (30.5 FT) SOUTH OF POWER
 LX2247'POLE 311, 11.8 METERS (39.0 FT) NORTH OF THE CENTER OF A DRIVEWAY
 LX2247'LEADING TO THE BACK OF THE HOUSE.
 LX2247
 LX2247                          STATION RECOVERY (1989)
 LX2247
 LX2247'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2247'RECOVERED IN GOOD CONDITION.
 LX2247
 LX2247                          STATION RECOVERY (1991)
 LX2247
 LX2247'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2247'RECOVERED IN GOOD CONDITION.
 LX2247
 LX2247                          STATION RECOVERY (1997)
 LX2247
 LX2247'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2702 ***********************************************************************
 LX2702  DESIGNATION -  5646
 LX2702  PID         -  LX2702
 LX2702  STATE/COUNTY-  CT/HARTFORD
 LX2702  USGS QUAD   -  AVON (1984)
 LX2702
 LX2702                         *CURRENT SURVEY CONTROL
 LX2702  ___________________________________________________________________
 LX2702* NAD 83(1986)-  41 48 27.     (N)    072 49 29.     (W)     SCALED    
 LX2702* NAVD 88     -        51.119  (meters)     167.71   (feet)  ADJUSTED  
 LX2702  ___________________________________________________________________
 LX2702  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2702  DYNAMIC HT  -          51.104 (meters)     167.66  (feet)  COMP
 LX2702  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 LX2702
 LX2702  VERT ORDER  -  FIRST     CLASS II
 LX2702
 LX2702.The horizontal coordinates were scaled from a topographic map and have
 LX2702.an estimated accuracy of +/- 6 seconds.
 LX2702
 LX2702.The orthometric height was determined by differential leveling
 LX2702.and adjusted by the National Geodetic Survey in June 1991..
 LX2702
 LX2702.The geoid height was determined by GEOID03.
 LX2702
 LX2702.The dynamic height is computed by dividing the NAVD 88
 LX2702.geopotential number by the normal gravity value computed on the
 LX2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2702.degrees latitude (g = 980.6199 gals.).
 LX2702
 LX2702.The modeled gravity was interpolated from observed gravity values.
 LX2702
 LX2702;                    North         East    Units  Estimated Accuracy
 LX2702;SPC CT       -   260,590.      298,590.      MT  (+/- 180 meters Scaled)
 LX2702
 LX2702                          SUPERSEDED SURVEY CONTROL
 LX2702
 LX2702.No superseded survey control is available for this station.
 LX2702
 LX2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM806306(NAD 83)
 LX2702_MARKER: DD = SURVEY DISK
 LX2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2702_SP_SET: CONCRETE POST
 LX2702_STAMPING: 5646
 LX2702_MARK LOGO: CTGS  
 LX2702_PROJECTION: FLUSH
 LX2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2702+STABILITY: SURFACE MOTION
 LX2702
 LX2702  HISTORY     - Date     Condition        Report By
 LX2702  HISTORY     - 1978     MONUMENTED       CTGS
 LX2702  HISTORY     - 1985     GOOD             NGS
 LX2702  HISTORY     - 19950809 GOOD             USPSQD
 LX2702
 LX2702                          STATION DESCRIPTION
 LX2702
 LX2702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2702'IN AVON.
 LX2702'IN AVON, 0.5 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION
 LX2702'OF STATE HIGHWAY 10 NORTH TO THE MARK ON THE LEFT, DIRECTLY SOUTH OF
 LX2702'THE ENTRANCE OF HOWARD JOHNSONS RESTAURANT, 10.36 METERS (34.0 FT)
 LX2702'NORTH OF THE CENTER LINE OF THE HIGHWAY, 23.0 METERS (75.3 FT)
 LX2702'SOUTHEAST OF THE SOUTHWEST CORNER OF THE RESTAURANT, 2.80 METERS (9.2
 LX2702'FT) SOUTHWEST OF A FIRE HYDRANT, 1.61 METERS (5.3 FT) SOUTHEAST OF
 LX2702'POWER POLE NUMBER 163.
 LX2702'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
 LX2702'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2702
 LX2702                          STATION RECOVERY (1995)
 LX2702
 LX2702'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2044 ***********************************************************************
 LX2044  DESIGNATION -  5652
 LX2044  PID         -  LX2044
 LX2044  STATE/COUNTY-  CT/HARTFORD
 LX2044  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2044
 LX2044                         *CURRENT SURVEY CONTROL
 LX2044  ___________________________________________________________________
 LX2044* NAD 83(1986)-  41 58 27.     (N)    072 42 19.     (W)     SCALED    
 LX2044* NAVD 88     -        56.167  (meters)     184.27   (feet)  ADJUSTED  
 LX2044  ___________________________________________________________________
 LX2044  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2044  DYNAMIC HT  -          56.151 (meters)     184.22  (feet)  COMP
 LX2044  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 LX2044
 LX2044  VERT ORDER  -  FIRST     CLASS II
 LX2044
 LX2044.The horizontal coordinates were scaled from a topographic map and have
 LX2044.an estimated accuracy of +/- 6 seconds.
 LX2044
 LX2044.The orthometric height was determined by differential leveling
 LX2044.and adjusted by the National Geodetic Survey in June 1991..
 LX2044
 LX2044.The geoid height was determined by GEOID03.
 LX2044
 LX2044.The dynamic height is computed by dividing the NAVD 88
 LX2044.geopotential number by the normal gravity value computed on the
 LX2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2044.degrees latitude (g = 980.6199 gals.).
 LX2044
 LX2044.The modeled gravity was interpolated from observed gravity values.
 LX2044
 LX2044;                    North         East    Units  Estimated Accuracy
 LX2044;SPC CT       -   279,100.      308,510.      MT  (+/- 180 meters Scaled)
 LX2044
 LX2044                          SUPERSEDED SURVEY CONTROL
 LX2044
 LX2044.No superseded survey control is available for this station.
 LX2044
 LX2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM901494(NAD 83)
 LX2044_MARKER: DD = SURVEY DISK
 LX2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2044_SP_SET: CONCRETE POST
 LX2044_STAMPING: 5652
 LX2044_MARK LOGO: CTGS  
 LX2044_PROJECTION: FLUSH
 LX2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2044+STABILITY: SURFACE MOTION
 LX2044
 LX2044  HISTORY     - Date     Condition        Report By
 LX2044  HISTORY     - 1979     MONUMENTED       CTGS
 LX2044  HISTORY     - 1984     GOOD             NGS
 LX2044
 LX2044                          STATION DESCRIPTION
 LX2044
 LX2044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2044'4.9 KM (3.05 MI) WEST FROM SUFFIELD.
 LX2044'2.4 KM (1.5 MI) WEST ALONG STATE HIGHWAY 168 FROM THE JUNCTION OF
 LX2044'STATE HIGHWAY 75 IN SUFFIELD, THENCE 2.5 KM (1.55 MI) SOUTHWEST ALONG
 LX2044'COUNTY ROAD 526 (SHELDON ROAD) TO THE MARK ON THE LEFT, 0.2 KM
 LX2044'(0.15 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 187, 5.02 METERS
 LX2044'(16.5 FT) SOUTH OF THE CENTERLINE OF ROAD 526, 7.49 METERS (24.6 FT)
 LX2044'NORTHEAST OF BRACE POLE 1316S, 11.58 METERS (38.0 FT) SOUTH-SOUTHEAST
 LX2044'AND ACROSS THE ROAD FROM POWER POLE 1316.
 LX2044'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 LX2044'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7279 ***********************************************************************
 LX7279  DESIGNATION -  5679
 LX7279  PID         -  LX7279
 LX7279  STATE/COUNTY-  CT/LITCHFIELD
 LX7279  USGS QUAD   -  COLLINSVILLE (1984)
 LX7279
 LX7279                         *CURRENT SURVEY CONTROL
 LX7279  ___________________________________________________________________
 LX7279* NAD 83(1996)-  41 49 26.     (N)    072 56 55.     (W)     SCALED    
 LX7279* NAVD 88     -       155.17   (+/-2cm)     509.1    (feet)  VERTCON   
 LX7279  ___________________________________________________________________
 LX7279  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LX7279
 LX7279  VERT ORDER  -  THIRD ? (See Below)
 LX7279
 LX7279.The horizontal coordinates were scaled from a topographic map and have
 LX7279.an estimated accuracy of +/- 6 seconds.
 LX7279
 LX7279.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7279.The vertical order pertains to the NGVD 29 superseded value.
 LX7279
 LX7279.The geoid height was determined by GEOID03.
 LX7279
 LX7279;                    North         East    Units  Estimated Accuracy
 LX7279;SPC CT       -   262,430.      288,300.      MT  (+/- 180 meters Scaled)
 LX7279
 LX7279                          SUPERSEDED SURVEY CONTROL
 LX7279
 LX7279  NGVD 29 (07/19/86)  155.41   (m)          509.9    (f) LEVELING    3  
 LX7279
 LX7279.Superseded values are not recommended for survey control.
 LX7279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7279.See file dsdata.txt to determine how the superseded data were derived.
 LX7279
 LX7279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM703322(NAD 83)
 LX7279_MARKER: DD = SURVEY DISK
 LX7279_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7279_SP_SET: PREFABRICATED CONCRETE POST
 LX7279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7279+STABILITY: SURFACE MOTION
 LX7279
 LX7279  HISTORY     - Date     Condition        Report By
 LX7279  HISTORY     - 1980     MONUMENTED       CTGS
 LX7279
 LX7279                          STATION DESCRIPTION
 LX7279
 LX7279'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX7279'THE STATION IS LOCATED ABOUT 6.44 KM (4 MILES) SOUTH OF
 LX7279'NEW HARTFORD, 6.44 KM (4 MILES) NORTH-NORTHEAST OF BURLINGTON
 LX7279'AND 2.82 KM (1-3/4 MILE) NORTHEAST OF COLLINSVILLE.
 LX7279'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7279'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7279'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX7279'
 LX7279'TO REACH THE STATION FROM CANTON AT THE INTERSECTION OF
 LX7279'CONNECTICUT ROUTE 179 (RIVER ROAD) AND U.S. 202 (TORRINGTON
 LX7279'TURNPIKE) PROCEED WEST ON U.S. 202 FOR 2.06 KM (1.44 MILES)
 LX7279'TO THE STATION ON THE LEFT.
 LX7279'
 LX7279'THE STATION IS A STANDARD CTGS DISK
 LX7279'STAMPED---5679---,
 LX7279'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7279'FLUSH WITH GROUND.  IT IS LOCATED
 LX7279'40.66 METERS (133.4 FT) EAST-NORTHEAST FROM THE EASTERN END OF A
 LX7279'CHAIN LINK FENCE,
 LX7279'15.5 METERS (51 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE OLD
 LX7279'ROUTE 4 AND
 LX7279'8.5 METERS (28 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF U.S.
 LX7279'202.
 LX7279'
 LX7279'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7279'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX7279'SET IN THE TOP CENTER OF A CONCRETE CATCH BASIN.
 LX7279'IT IS LOCATED
 LX7279'29.11 METERS (95.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE OLD
 LX7279'ROUTE 4,
 LX7279'6.1 METERS (20 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF U.S.
 LX7279'202 AND
 LX7279'0.15 METER (0.5 FT) SOUTH-SOUTHEAST FROM A WIRE ROPE RAILING.
 LX7279'MARK IS ABOVE STATION 1.05 METERS.
 LX7279'
 LX7279'REFERENCE MARK NUMBER 2 IS A DRILL HOLE WITH FLICK MARKS,
 LX7279'SET IN THE NORTHERN SIDE OF THE METAL RIM OF A MANHOLE.
 LX7279'IT IS LOCATED
 LX7279'1.2 METERS (4 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE
 LX7279'OLD ROUTE 4,
 LX7279'9.5 METERS (31 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF U.S.
 LX7279'202 AND
 LX7279'3.02 METERS (9.9 FT) NORTH-NORTHWEST FROM A WIRE ROPE RAILING.
 LX7279'MARK IS BELOW STATION 0.3 METERS.
 LX7279'
 LX7279'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON PIN
 LX7279'(NO STAMPING) 2 CM ON A SIDE AND 121 CM LONG.
 LX7279'THE TOP IS DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
 LX7279'IT IS LOCATED
 LX7279'46.57 METERS (152.8 FT) EAST-NORTHEAST FROM THE EASTERN END OF A
 LX7279'CHAIN LINK FENCE,
 LX7279'12.2 METERS (40 FT) WEST-SOUTHWEST FROM THE CENTERLINE  OF THE OLD
 LX7279'ROUTE 4,
 LX7279'11.6 METERS (38 FT) SOUTHEAST FROM THE CENTERLINE OF U.S. 202 AND
 LX7279'1.98 METERS (6.5 FT) SOUTHEAST FROM A WIRE ROPE RAILING.
 LX7279'MARK IS BELOW STATION 0.2 METERS.
 LX7279'
 LX7279'AZIMUTH MARK NUMBER 1 IS A DRILL HOLE IN A BRONZE DISK STAMPED C
 LX7279'2305,
 LX7279'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7279'FLUSH WITH GROUND.  IT IS LOCATED
 LX7279'54.19 METERS (177.8 FT) SOUTHWEST FROM THE END OF A WIRE ROPE
 LX7279'RAILING,
 LX7279'8.2 METERS (27 FT) SOUTHEAST FROM THE CENTERLINE OF U.S. 202 AND
 LX7279'2.4 METERS (8 FT) SOUTH FROM THE CENTER OF A CATCH BASIN.
 LX7279'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY ALONG
 LX7279'U.S. 202 FOR 0.43 KM (0.27 MILE) TO THE STATION ON THE LEFT.
 LX7279'
 LX7279'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7279'STAMPED---2429---,
 LX7279'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7279'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 LX7279'6.4 METERS (21 FT) NORTHWEST FROM THE CENTERLINE OF THE OLD ROUTE
 LX7279'4 AND
 LX7279'1.37 METERS (4.5 FT) NORTHWEST FROM A WIRE ROPE RAIL.
 LX7279'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEAST ON U.S.
 LX7279'202 FOR 0.58 KM (0.36 MILE) TO OLD ROUTE 4 ON THE RIGHT. TAKE
 LX7279'RIGHT AND PROCEED 0.35 KM (0.22 MILE) TO THE STATION ON THE LEFT.
 LX7279'
 LX7279'AZIMUTH MARK NUMBER 3 IS A CDOT BASELINE BRONZE DISK
 LX7279'STAMPED---C 2307---,
 LX7279'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7279'FLUSH WITH GROUND.  IT IS LOCATED
 LX7279'29.3 METERS (96 FT) SOUTHWEST FROM THE CENTERLINE OF A CATCH
 LX7279'BASIN AND
 LX7279'7.9 METERS (26 FT) SOUTHEAST FROM THE CENTERLINE OF U.S. 202.
 LX7279'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG U.
 LX7279'S. 202 FOR 0.29 KM (0.18 MILE) TO THE STATION ON THE RIGHT.
 LX7279'
 LX7279'AZIMUTH MARK NUMBER 4 IS A STANDARD CTGS DISK
 LX7279'STAMPED---2430---,
 LX7279'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7279'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7279'10.4 METERS (34 FT) SOUTH FROM THE CENTERLINE OF THE OLD ROUTE 4
 LX7279'AND
 LX7279'0.61 METERS (2.0 FT) NORTH FROM A WIRE FENCE.
 LX7279'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEAST ALONG
 LX7279'THE OLD ROUTE 4 FOR 0.16 KM (0.10 MILE) TO THE STATION ON THE
 LX7279'RIGHT.
 LX7279'
 LX7279'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7279'
 LX7279'DESCRIBED BY S. MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3316 ***********************************************************************
 LX3316  DESIGNATION -  568
 LX3316  PID         -  LX3316
 LX3316  STATE/COUNTY-  CT/NEW LONDON
 LX3316  USGS QUAD   -  COLCHESTER (1984)
 LX3316
 LX3316                         *CURRENT SURVEY CONTROL
 LX3316  ___________________________________________________________________
 LX3316* NAD 83(1986)-  41 32 03.     (N)    072 17 58.     (W)     SCALED    
 LX3316* NAVD 88     -       175.943  (meters)     577.24   (feet)  ADJUSTED  
 LX3316  ___________________________________________________________________
 LX3316  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX3316  DYNAMIC HT  -         175.880 (meters)     577.03  (feet)  COMP
 LX3316  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 LX3316
 LX3316  VERT ORDER  -  FIRST     CLASS II
 LX3316
 LX3316.The horizontal coordinates were scaled from a topographic map and have
 LX3316.an estimated accuracy of +/- 6 seconds.
 LX3316
 LX3316.The orthometric height was determined by differential leveling
 LX3316.and adjusted by the National Geodetic Survey in June 1991..
 LX3316
 LX3316.The geoid height was determined by GEOID03.
 LX3316
 LX3316.The dynamic height is computed by dividing the NAVD 88
 LX3316.geopotential number by the normal gravity value computed on the
 LX3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3316.degrees latitude (g = 980.6199 gals.).
 LX3316
 LX3316.The modeled gravity was interpolated from observed gravity values.
 LX3316
 LX3316;                    North         East    Units  Estimated Accuracy
 LX3316;SPC CT       -   230,330.      342,400.      MT  (+/- 180 meters Scaled)
 LX3316
 LX3316                          SUPERSEDED SURVEY CONTROL
 LX3316
 LX3316.No superseded survey control is available for this station.
 LX3316
 LX3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM252015(NAD 83)
 LX3316_MARKER: DD = SURVEY DISK
 LX3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3316_SP_SET: CONCRETE POST
 LX3316_STAMPING: 568
 LX3316_MARK LOGO: CTGS  
 LX3316_PROJECTION: RECESSED 5 CENTIMETERS
 LX3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3316+STABILITY: SURFACE MOTION
 LX3316
 LX3316  HISTORY     - Date     Condition        Report By
 LX3316  HISTORY     - 1937     MONUMENTED       CTGS
 LX3316  HISTORY     - 1986     GOOD             NGS
 LX3316  HISTORY     - 19901115 GOOD             USPSQD
 LX3316  HISTORY     - 20011118 GOOD             USPSQD
 LX3316
 LX3316                          STATION DESCRIPTION
 LX3316
 LX3316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3316'5.3 KM (3.3 MI) SE FROM COLCHESTER.
 LX3316'5.3 KM (3.3 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM ITS INTERSECTION
 LX3316'WITH STATE HIGHWAY 16 IN COLCHESTER TO THE MARK ON THE RIGHT AT THE
 LX3316'JUNCTION OF HOMONICK ROAD.  IT IS 5.79 METERS (19.0 FT) SOUTHWEST OF
 LX3316'THE CENTERLINE OF THE HIGHWAY, 10.97 METERS (36.0 FT) NORTH OF THE
 LX3316'EXTENDED CENTERLINE OF HOMONICK ROAD, 1.77 METERS (5.8 FT)
 LX3316'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE HIGHWAY CURB AND 0.46
 LX3316'METER (1.5 FT) SOUTHWEST OF THE EDGE OF A BITUMINOUS DRIVE IN FRONT
 LX3316'OF A TWO STORY FRAME HOUSE OWNED BY MR. CLAUSON AND THE COLCHESTER
 LX3316'GREENHOUSE AND ORCHARD.
 LX3316'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3316
 LX3316                          STATION RECOVERY (1990)
 LX3316
 LX3316'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3316'RECOVERED IN GOOD CONDITION.
 LX3316
 LX3316                          STATION RECOVERY (2001)
 LX3316
 LX3316'RECOVERY NOTE BY US POWER SQUADRON 2001 (TLK)
 LX3316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7275 ***********************************************************************
 LX7275  DESIGNATION -  5689
 LX7275  PID         -  LX7275
 LX7275  STATE/COUNTY-  CT/HARTFORD
 LX7275  USGS QUAD   -  COLLINSVILLE (1984)
 LX7275
 LX7275                         *CURRENT SURVEY CONTROL
 LX7275  ___________________________________________________________________
 LX7275* NAD 83(1996)-  41 49 27.     (N)    072 54 04.     (W)     SCALED    
 LX7275* NAVD 88     -       103.13   (+/-2cm)     338.4    (feet)  VERTCON   
 LX7275  ___________________________________________________________________
 LX7275  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LX7275
 LX7275  VERT ORDER  -  THIRD ? (See Below)
 LX7275
 LX7275.The horizontal coordinates were scaled from a topographic map and have
 LX7275.an estimated accuracy of +/- 6 seconds.
 LX7275
 LX7275.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7275.The vertical order pertains to the NGVD 29 superseded value.
 LX7275
 LX7275.The geoid height was determined by GEOID03.
 LX7275
 LX7275;                    North         East    Units  Estimated Accuracy
 LX7275;SPC CT       -   262,450.      292,250.      MT  (+/- 180 meters Scaled)
 LX7275
 LX7275                          SUPERSEDED SURVEY CONTROL
 LX7275
 LX7275  NGVD 29 (07/19/86)  103.37   (m)          339.1    (f) LEVELING    3  
 LX7275
 LX7275.Superseded values are not recommended for survey control.
 LX7275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7275.See file dsdata.txt to determine how the superseded data were derived.
 LX7275
 LX7275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM743323(NAD 83)
 LX7275_MARKER: DD = SURVEY DISK
 LX7275_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7275_SP_SET: PREFABRICATED CONCRETE POST
 LX7275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7275+STABILITY: SURFACE MOTION
 LX7275
 LX7275  HISTORY     - Date     Condition        Report By
 LX7275  HISTORY     - 1980     MONUMENTED       CTGS
 LX7275
 LX7275                          STATION DESCRIPTION
 LX7275
 LX7275'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX7275'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MILES) NORTHWEST OF
 LX7275'WEST AVON, 3.70 KM (2.3 MILES) SOUTH OF CANTON CENTER AND
 LX7275'0.64 KM (0.4 MILE) WEST OF CANTON.
 LX7275'OWNERSHIP--1ST SELECTMAN, ATTN-TOWN ENGINEER, 4 MARKET
 LX7275'STREET, COLLINSVILLE, CT 06022, PHONE 203-693-4112.
 LX7275'
 LX7275'TO REACH THE STATION FROM CANTON AT THE INTERSECTION OF U.S.
 LX7275'ROUTE 44 (ALBANY TURNPIKE) AND CONNECTICUT ROUTE 565 (DOWD
 LX7275'AVENUE) PROCEED WESTERLY ALONG DOWD AVENUE FOR 0.66 KM
 LX7275'(0.41 MILE) TO THE STATION ON THE RIGHT.
 LX7275'
 LX7275'THE STATION IS A STANDARD CTGS DISK
 LX7275'STAMPED---5689---,
 LX7275'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7275'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 LX7275'4.3 METERS (14 FT) WEST FROM THE RANGE OF A ONE STORY CONCRETE
 LX7275'BLOCK BUILDING,
 LX7275'5.2 METERS (17 FT) NORTH FROM THE CENTERLINE OF DOWD AVENUE AND
 LX7275'2.65 METERS (8.7 FT) WEST FROM POWER POLE 313.
 LX7275'
 LX7275'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A RAILROAD SPIKE,
 LX7275'(NO STAMPING),
 LX7275'SET INTO A FOURTEEN INCH OAK TREE 0.4 METERS ABOVE THE SURFACE
 LX7275'OF THE GROUND.
 LX7275'IT IS LOCATED
 LX7275'12.37 METERS (40.6 FT) SOUTH FROM POWER POLE 313,
 LX7275'6.55 METERS (21.5 FT) SOUTH FROM THE CENTERLINE OF DOWD AVENUE AND
 LX7275'0.9 METERS (3 FT) WEST FROM THE RANGE OF A ONE STORY CONCRETE
 LX7275'BLOCK BUILDING.
 LX7275'MARK IS ABOVE STATION 0.3 METERS.
 LX7275'
 LX7275'REFERENCE MARK NUMBER 2 IS A DRILL HOLE WITH FLICK MARKS (NO
 LX7275'STAMPING),
 LX7275'SET INTO A METAL MANHOLE RIM.
 LX7275'IT IS LOCATED
 LX7275'27.49 METERS (90.2 FT) SOUTHWEST FROM POWER POLE 313,
 LX7275'8.5 METERS (28 FT) SOUTH FROM THE CENTERLINE OF DOWD AVENUE AND
 LX7275'2.74 METERS (9 FT) NORTH FROM THE CENTERLINE OF A MANHOLE.
 LX7275'MARK IS BELOW STATION 0.5 METERS.
 LX7275'
 LX7275'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7275'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX7275'SET INTO THE NORTHEAST CORNER OF A CONCRETE DROP INLET CATCH
 LX7275'BASIN.
 LX7275'IT IS LOCATED
 LX7275'15.36 METERS (50.4 FT) EAST FROM POWER POLE 313 AND
 LX7275'8.8 METERS (29 FT) NORTH FROM THE CENTERLINE OF DOWD AVENUE.
 LX7275'MARK IS BELOW STATION 0.2 METERS.
 LX7275'
 LX7275'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7275'STAMPED---5690---,
 LX7275'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7275'FLUSH WITH GROUND.  IT IS LOCATED
 LX7275'22.13 METERS (72.6 FT) SOUTHEAST FROM POWER POLE 1351,
 LX7275'9.97 METERS (32.7 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF A
 LX7275'TWO STORY FRAME HOUSE AND
 LX7275'7.6 METERS (25 FT) NORTHEAST FROM THE CENTERLINE OF U.S. 44.
 LX7275'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG
 LX7275'DOWD AVENUE AND U.S. 44 FOR 0.66 KM (0.41 MILE) TO THE STATION
 LX7275'ON THE LEFT.
 LX7275'
 LX7275'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7275'STAMPED---723---,
 LX7275'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7275'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 LX7275'13.44 METERS (44.1 FT) SOUTHWEST FROM POWER POLE 318,
 LX7275'6.1 METERS (20 FT) EAST FROM THE EXTENDED CENTERLINE OF A
 LX7275'CONCRETE WALK AND
 LX7275'4.6 METERS (15 FT) SOUTH FROM THE CENTERLINE OF DOWD AVENUE.
 LX7275'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ALONG DOWD
 LX7275'AVENUE FOR 0.19 KM (0.12 MILE) TO THE STATION ON THE LEFT.
 LX7275'
 LX7275'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7275'
 LX7275'DESCRIBED BY S. MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3314 ***********************************************************************
 LX3314  DESIGNATION -  569
 LX3314  PID         -  LX3314
 LX3314  STATE/COUNTY-  CT/NEW LONDON
 LX3314  USGS QUAD   -  COLCHESTER (1984)
 LX3314
 LX3314                         *CURRENT SURVEY CONTROL
 LX3314  ___________________________________________________________________
 LX3314* NAD 83(1986)-  41 32 23.     (N)    072 18 11.     (W)     SCALED    
 LX3314* NAVD 88     -       171.340  (meters)     562.14   (feet)  ADJUSTED  
 LX3314  ___________________________________________________________________
 LX3314  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX3314  DYNAMIC HT  -         171.280 (meters)     561.94  (feet)  COMP
 LX3314  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 LX3314
 LX3314  VERT ORDER  -  FIRST     CLASS II
 LX3314
 LX3314.The horizontal coordinates were scaled from a topographic map and have
 LX3314.an estimated accuracy of +/- 6 seconds.
 LX3314
 LX3314.The orthometric height was determined by differential leveling
 LX3314.and adjusted by the National Geodetic Survey in June 1991..
 LX3314
 LX3314.The geoid height was determined by GEOID03.
 LX3314
 LX3314.The dynamic height is computed by dividing the NAVD 88
 LX3314.geopotential number by the normal gravity value computed on the
 LX3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3314.degrees latitude (g = 980.6199 gals.).
 LX3314
 LX3314.The modeled gravity was interpolated from observed gravity values.
 LX3314
 LX3314;                    North         East    Units  Estimated Accuracy
 LX3314;SPC CT       -   230,950.      342,100.      MT  (+/- 180 meters Scaled)
 LX3314
 LX3314                          SUPERSEDED SURVEY CONTROL
 LX3314
 LX3314.No superseded survey control is available for this station.
 LX3314
 LX3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM249021(NAD 83)
 LX3314_MARKER: DD = SURVEY DISK
 LX3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3314_SP_SET: CONCRETE POST
 LX3314_STAMPING: 569
 LX3314_MARK LOGO: CTGS  
 LX3314_PROJECTION: FLUSH
 LX3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3314+STABILITY: SURFACE MOTION
 LX3314
 LX3314  HISTORY     - Date     Condition        Report By
 LX3314  HISTORY     - 1937     MONUMENTED       CTGS
 LX3314  HISTORY     - 1986     GOOD             NGS
 LX3314  HISTORY     - 19901115 GOOD             USPSQD
 LX3314  HISTORY     - 19991223 GOOD             USPSQD
 LX3314
 LX3314                          STATION DESCRIPTION
 LX3314
 LX3314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3314'4.6 KM (2.85 MI) SE FROM COLCHESTER.
 LX3314'4.6 KM (2.85 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM ITS
 LX3314'INTERSECTION WITH STATE HIGHWAY 16 IN COLCHESTER TO THE MARK ON THE
 LX3314'LEFT.  IT IS 6.46 METERS (21.2 FT) EAST OF THE CENTERLINE OF THE
 LX3314'HIGHWAY, 35.35 METERS (116.0 FT) SOUTH OF THE JUNCTION OF A PRIVATE
 LX3314'DRIVE LEADING TO MR. JOSEPH KENDZIORS HOUSE AND 12.34 METERS (40.5
 LX3314'FT) EAST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 125
 LX3314'THE MARK IS 0.27 METERS  W FROM  A WITNESS POST
 LX3314'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3314
 LX3314                          STATION RECOVERY (1990)
 LX3314
 LX3314'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3314'RECOVERED IN GOOD CONDITION.
 LX3314
 LX3314                          STATION RECOVERY (1999)
 LX3314
 LX3314'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2689 ***********************************************************************
 LX2689  DESIGNATION -  5694
 LX2689  PID         -  LX2689
 LX2689  STATE/COUNTY-  CT/LITCHFIELD
 LX2689  USGS QUAD   -  COLLINSVILLE (1984)
 LX2689
 LX2689                         *CURRENT SURVEY CONTROL
 LX2689  ___________________________________________________________________
 LX2689* NAD 83(1986)-  41 51 27.     (N)    072 57 34.     (W)     SCALED    
 LX2689* NAVD 88     -       113.736  (meters)     373.15   (feet)  ADJUSTED  
 LX2689  ___________________________________________________________________
 LX2689  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX2689  DYNAMIC HT  -         113.701 (meters)     373.03  (feet)  COMP
 LX2689  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 LX2689
 LX2689  VERT ORDER  -  FIRST     CLASS II
 LX2689
 LX2689.The horizontal coordinates were scaled from a topographic map and have
 LX2689.an estimated accuracy of +/- 6 seconds.
 LX2689
 LX2689.The orthometric height was determined by differential leveling
 LX2689.and adjusted by the National Geodetic Survey in June 1991..
 LX2689
 LX2689.The geoid height was determined by GEOID03.
 LX2689
 LX2689.The dynamic height is computed by dividing the NAVD 88
 LX2689.geopotential number by the normal gravity value computed on the
 LX2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2689.degrees latitude (g = 980.6199 gals.).
 LX2689
 LX2689.The modeled gravity was interpolated from observed gravity values.
 LX2689
 LX2689;                    North         East    Units  Estimated Accuracy
 LX2689;SPC CT       -   266,170.      287,410.      MT  (+/- 180 meters Scaled)
 LX2689
 LX2689                          SUPERSEDED SURVEY CONTROL
 LX2689
 LX2689.No superseded survey control is available for this station.
 LX2689
 LX2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM693359(NAD 83)
 LX2689_MARKER: DD = SURVEY DISK
 LX2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2689_SP_SET: CONCRETE POST
 LX2689_STAMPING: 5694
 LX2689_MARK LOGO: CTGS  
 LX2689_PROJECTION: FLUSH
 LX2689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2689+STABILITY: SURFACE MOTION
 LX2689
 LX2689  HISTORY     - Date     Condition        Report By
 LX2689  HISTORY     - 1978     MONUMENTED       CTGS
 LX2689  HISTORY     - 1985     GOOD             NGS
 LX2689
 LX2689                          STATION DESCRIPTION
 LX2689
 LX2689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2689'2.2 KM (1.35 MI) SE FROM PINE MEADOW.
 LX2689'2.2 KM (1.35 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2689'IN PINE MEADOW TO THE MARK ON THE RIGHT, ON THE PROPERTY AND ON THE
 LX2689'SOUTH SIDE OF THE ENTRANCE DRIVE OF THE ALCOVE MOTEL, 8.22 METERS
 LX2689'(27.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 15.08 METERS (49.5
 LX2689'FT) NORTH OF POWER POLE 807, 9.29 METERS (30.5 FT) NORTH OF REFERENCE
 LX2689'MARK 1, 7.52 METERS (24.7 FT) SOUTHEAST OF REFERENCE MARK 2,
 LX2689'4.0 METERS (13.0 FT) NORTH OF A HIGHWAY SIGN (NO PARKING ANYTIME),
 LX2689'11.58 METERS (38.0 FT) SOUTH OF THE CENTER OF THE ENTRANCE DRIVE TO
 LX2689'THE MOTEL.
 LX2689'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2690 ***********************************************************************
 LX2690  DESIGNATION -  5695
 LX2690  PID         -  LX2690
 LX2690  STATE/COUNTY-  CT/LITCHFIELD
 LX2690  USGS QUAD   -  COLLINSVILLE (1984)
 LX2690
 LX2690                         *CURRENT SURVEY CONTROL
 LX2690  ___________________________________________________________________
 LX2690* NAD 83(1986)-  41 51 20.     (N)    072 57 30.     (W)     SCALED    
 LX2690* NAVD 88     -       117.547  (meters)     385.65   (feet)  ADJUSTED  
 LX2690  ___________________________________________________________________
 LX2690  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX2690  DYNAMIC HT  -         117.512 (meters)     385.54  (feet)  COMP
 LX2690  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 LX2690
 LX2690  VERT ORDER  -  FIRST     CLASS II
 LX2690
 LX2690.The horizontal coordinates were scaled from a topographic map and have
 LX2690.an estimated accuracy of +/- 6 seconds.
 LX2690
 LX2690.The orthometric height was determined by differential leveling
 LX2690.and adjusted by the National Geodetic Survey in June 1991..
 LX2690
 LX2690.The geoid height was determined by GEOID03.
 LX2690
 LX2690.The dynamic height is computed by dividing the NAVD 88
 LX2690.geopotential number by the normal gravity value computed on the
 LX2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2690.degrees latitude (g = 980.6199 gals.).
 LX2690
 LX2690.The modeled gravity was interpolated from observed gravity values.
 LX2690
 LX2690;                    North         East    Units  Estimated Accuracy
 LX2690;SPC CT       -   265,950.      287,500.      MT  (+/- 180 meters Scaled)
 LX2690
 LX2690                          SUPERSEDED SURVEY CONTROL
 LX2690
 LX2690.No superseded survey control is available for this station.
 LX2690
 LX2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM694357(NAD 83)
 LX2690_MARKER: DD = SURVEY DISK
 LX2690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2690_SP_SET: CONCRETE POST
 LX2690_STAMPING: 5695
 LX2690_MARK LOGO: CTGS  
 LX2690_PROJECTION: FLUSH
 LX2690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2690+STABILITY: SURFACE MOTION
 LX2690
 LX2690  HISTORY     - Date     Condition        Report By
 LX2690  HISTORY     - 1980     MONUMENTED       CTGS
 LX2690  HISTORY     - 1985     GOOD             NGS
 LX2690
 LX2690                          STATION DESCRIPTION
 LX2690
 LX2690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2690'2.3 KM (1.45 MI) SE FROM PINE MEADOW.
 LX2690'2.3 KM (1.45 MI) SOUTHEAST ALONG U.S HIGHWAY 44 FROM THE POST OFFICE
 LX2690'IN PINE MEADOW TO THE MARK ON THE RIGHT, 8.22 METERS (27.0 FT)
 LX2690'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39.44 METERS (129.4 FT)
 LX2690'NORTHWEST OF POWER POLE NUMBER 811, 21.79 METERS (71.5 FT) SOUTHEAST
 LX2690'OF POWER POLE NUMBER 810.
 LX2690'THE MARK IS 1.52 METERS  SW FROM  A WITNESS POST
 LX2690'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7276 ***********************************************************************
 LX7276  DESIGNATION -  5696
 LX7276  PID         -  LX7276
 LX7276  STATE/COUNTY-  CT/HARTFORD
 LX7276  USGS QUAD   -  COLLINSVILLE (1984)
 LX7276
 LX7276                         *CURRENT SURVEY CONTROL
 LX7276  ___________________________________________________________________
 LX7276* NAD 83(1996)-  41 51 40.     (N)    072 54 30.     (W)     SCALED    
 LX7276* NAVD 88     -       128.12   (+/-2cm)     420.3    (feet)  VERTCON   
 LX7276  ___________________________________________________________________
 LX7276  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX7276
 LX7276  VERT ORDER  -  THIRD ? (See Below)
 LX7276
 LX7276.The horizontal coordinates were scaled from a topographic map and have
 LX7276.an estimated accuracy of +/- 6 seconds.
 LX7276
 LX7276.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7276.The vertical order pertains to the NGVD 29 superseded value.
 LX7276
 LX7276.The geoid height was determined by GEOID03.
 LX7276
 LX7276;                    North         East    Units  Estimated Accuracy
 LX7276;SPC CT       -   266,560.      291,650.      MT  (+/- 180 meters Scaled)
 LX7276
 LX7276                          SUPERSEDED SURVEY CONTROL
 LX7276
 LX7276  NGVD 29 (07/19/86)  128.35   (m)          421.1    (f) LEVELING    3  
 LX7276
 LX7276.Superseded values are not recommended for survey control.
 LX7276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7276.See file dsdata.txt to determine how the superseded data were derived.
 LX7276
 LX7276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM736364(NAD 83)
 LX7276_MARKER: DD = SURVEY DISK
 LX7276_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7276_SP_SET: PREFABRICATED CONCRETE POST
 LX7276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7276+STABILITY: SURFACE MOTION
 LX7276
 LX7276  HISTORY     - Date     Condition        Report By
 LX7276  HISTORY     - 1980     MONUMENTED       CTGS
 LX7276
 LX7276                          STATION DESCRIPTION
 LX7276
 LX7276'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX7276'THE STATION IS LOCATED ABOUT 4.51 KM (2.8 MILES) SOUTH OF NORTH
 LX7276'CANTON, 4.35 KM (2.7 MILES) WEST OF WEST SIMSBURY AND 0.97 KM
 LX7276'(0.6 MILE) NORTHEAST OF CANTON CENTER.
 LX7276'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7276'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7276'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX7276'
 LX7276'TO REACH THE STATION FROM CANTON AT THE INTERSECTION OF
 LX7276'U.S. ROUTE 44 (ALBANY TURNPIKE) AND CONNECTICUT ROUTE 179
 LX7276'(NORTH CANTON ROAD) PROCEED NORTHERLY ALONG CONNECTICUT ROUTE
 LX7276'179 FOR 3.61 KM (2.24 MILES) TO THE STATION ON THE RIGHT.
 LX7276'
 LX7276'THE STATION IS A STANDARD CTGS DISK
 LX7276'STAMPED---5696---,
 LX7276'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7276'FLUSH WITH GROUND.  IT IS LOCATED
 LX7276'21.70 METERS (71.2 FT) SOUTHWEST FROM POWER POLE 165,
 LX7276'20.15 METERS (66.1 FT) SOUTH FROM POWER POLE 2425,
 LX7276'6.49 METERS (21.3 FT) NORTHEAST FROM POWER POLE 164 AND
 LX7276'5.2 METERS (17 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 179.
 LX7276'
 LX7276'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN AN ALUMINUM DISK
 LX7276'(NO STAMPING) IN A CONNECTICUT DEPARTMENT OF TRANSPORTATION
 LX7276'BOUNDARY MONUMENT,
 LX7276'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7276'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7276'15.00 METERS (49.2 FT) SOUTHEAST FROM POWER POLE 2425,
 LX7276'10.30 METERS (33.8 FT) SOUTH-SOUTHEAST FROM POWER POLE 165,
 LX7276'8.84 METERS (29 FT) SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT
 LX7276'ROUTE 179 AND
 LX7276'6.71 METERS (22 FT) SOUTHWEST FROM THE CENTERLINE OF A GRAVEL
 LX7276'DRIVE.
 LX7276'MARK IS ABOVE STATION 0.1 METERS.
 LX7276'
 LX7276'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7276'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX7276'SET INTO A CONCRETE ENDWALL ON THE SOUTHEAST SIDE OF CONNECTICUT
 LX7276'ROUTE 179.
 LX7276'IT IS LOCATED
 LX7276'33.04 METERS (108.4 FT) SOUTHWEST FROM POWER POLE 165,
 LX7276'5.2 METERS (17 FT) SOUTHEAST FROM THE CENTERLINE OF ROUTE 179 AND
 LX7276'4.75 METERS (15.6 FT) WEST FROM POWER POLE 164.
 LX7276'MARK IS BELOW STATION 0.1 METERS.
 LX7276'
 LX7276'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7276'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX7276'SET INTO A CONCRETE ENDWALL ON THE NORTHEAST SIDE OF
 LX7276'CONNECTICUT ROUTE 179.
 LX7276'IT IS LOCATED
 LX7276'38.86 METERS (127.5 FT) WEST-NORTHWEST FROM POWER POLE 165,
 LX7276'15.24 METERS (50.0 FT) WEST FROM POWER POLE 164 AND
 LX7276'6.7 METERS (22 FT) NORTHWEST FROM THE CENTERLINE OF CONNECTICUT
 LX7276'ROUTE 179.
 LX7276'MARK IS BELOW STATION 0.2 METERS.
 LX7276'
 LX7276'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7276'STAMPED---1655---,
 LX7276'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7276'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7276'15.09 METERS (49.5 FT) EAST-SOUTHEAST FROM A 36 INCH OAK TREE,
 LX7276'9.14 METERS (30 FT) SOUTHWEST FROM THE CENTERLINE OF A GRAVEL DRIVE,
 LX7276'6.7 METERS (22 FT) SOUTHEAST FROM THE CENTERLINE OF CONNECTICUT
 LX7276'ROUTE 179 AND
 LX7276'0.67 METERS (2.2 FT) NORTHWEST FROM A RAIL FENCE.
 LX7276'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY ALONG
 LX7276'CONNECTICUT ROUTE 179 FOR 0.19 KM (0.12 MILE) TO THE STATION
 LX7276'ON THE RIGHT.
 LX7276'
 LX7276'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7276'STAMPED---5697---,
 LX7276'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7276'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX7276'33.95 METERS (111.4 FT) SOUTHWEST FROM A POWER POLE,
 LX7276'17.47 METERS (57.3 FT) NORTH FROM A POWER POLE AND
 LX7276'5.2 METERS (17 FT) NORTHWEST FROM THE CENTERLINE OF CONNECTICUT
 LX7276'ROUTE 179.
 LX7276'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHWESTERLY ALONG
 LX7276'CONNECTICUT ROUTE 179 FOR 0.64 KM (0.40 MILE) TO THE STATION ON
 LX7276'THE RIGHT.
 LX7276'
 LX7276'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7276'
 LX7276'DESCRIBED BY S. MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3494 ***********************************************************************
 LX3494  DESIGNATION -  5699
 LX3494  PID         -  LX3494
 LX3494  STATE/COUNTY-  CT/LITCHFIELD
 LX3494  USGS QUAD   -  TORRINGTON (1984)
 LX3494
 LX3494                         *CURRENT SURVEY CONTROL
 LX3494  ___________________________________________________________________
 LX3494* NAD 83(1996)-  41 46 18.     (N)    073 03 33.     (W)     SCALED    
 LX3494* NAVD 88     -       258.91   (+/-2cm)     849.4    (feet)  VERTCON   
 LX3494  ___________________________________________________________________
 LX3494  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX3494
 LX3494  VERT ORDER  -  THIRD ? (See Below)
 LX3494
 LX3494.The horizontal coordinates were scaled from a topographic map and have
 LX3494.an estimated accuracy of +/- 6 seconds.
 LX3494
 LX3494.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3494.The vertical order pertains to the NGVD 29 superseded value.
 LX3494
 LX3494.The geoid height was determined by GEOID03.
 LX3494
 LX3494;                    North         East    Units  Estimated Accuracy
 LX3494;SPC CT       -   256,660.      279,100.      MT  (+/- 180 meters Scaled)
 LX3494
 LX3494                          SUPERSEDED SURVEY CONTROL
 LX3494
 LX3494  NGVD 29 (07/19/86)  259.16   (m)          850.3    (f) LEVELING    3  
 LX3494
 LX3494.Superseded values are not recommended for survey control.
 LX3494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3494.See file dsdata.txt to determine how the superseded data were derived.
 LX3494
 LX3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM613262(NAD 83)
 LX3494_MARKER: DD = SURVEY DISK
 LX3494_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX3494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3494
 LX3494  HISTORY     - Date     Condition        Report By
 LX3494  HISTORY     - 1980     MONUMENTED       CTGS
 LX3494
 LX3494                          STATION DESCRIPTION
 LX3494
 LX3494'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX3494'THE STATION IS LOCATED ABOUT 7.41 KM (4.6 MILES) WEST OF
 LX3494'BURLINGTON, 6.12 KM (3.8 MILES) SOUTHEAST OF TORRINGTON AND 0.97
 LX3494'KM (0.6 MILE) EAST OF HARWINTON.
 LX3494'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3494'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3494'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX3494'
 LX3494'TO REACH THE STATION FROM HARWINTON AT THE INTERSECTION OF
 LX3494'CONNECTICUT ROUTE 4 (BIRGE PARK ROAD) AND CONNECTICUT ROUTE
 LX3494'118 (LITCHFIELD ROAD) PROCEED EASTERLY ALONG CONNECTICUT ROUTE
 LX3494'4 FOR 0.81 KM (0.50 MILE) TO THE STATION ON THE LEFT.
 LX3494'
 LX3494'THE STATION IS A STANDARD CTGS DISK
 LX3494'STAMPED---5699---,
 LX3494'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3494'FLUSH WITH GROUND.  IT IS LOCATED
 LX3494'22.25 METERS (73.0 FT) WEST FROM POWER POLE 1173,
 LX3494'17.07 METERS (56.0 FT) NORTHEAST FROM POWER POLE 1172,
 LX3494'10.4 METERS (34 FT) EAST FROM THE CENTERLINE OF A BITUMINOUS
 LX3494'DRIVE AND
 LX3494'10.7 METERS (35 FT) NORTH FROM THE CENTERLINE OF CONNECTICUT
 LX3494'ROUTE 4.
 LX3494'
 LX3494'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3494'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX3494'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METERS
 LX3494'LARGEST DIMENSION.  IT IS LOCATED
 LX3494'15.2 METERS (50 FT) NORTH FROM THE CENTERLINE OF CONNECTICUT
 LX3494'ROUTE 4,
 LX3494'8.02 METERS (26.3 FT) NORTH-NORTHWEST FROM POWER POLE 1173 AND
 LX3494'1.8 METERS (6 FT) EAST FROM THE CENTERLINE OF A BITUMINOUS DRIVE.
 LX3494'MARK IS ABOVE STATION 0.5 METERS.
 LX3494'
 LX3494'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3494'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX3494'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3494'17.4 METERS (57 FT) NORTH FROM THE CENTERLINE OF CONNECTICUT
 LX3494'ROUTE 4,
 LX3494'16.5 METERS (54 FT) WEST FROM THE CENTERLINE OF A BITUMINOUS
 LX3494'DRIVE AND
 LX3494'15.24 METERS (50.0 FT) NORTHWEST FROM POWER POLE 1172.
 LX3494'MARK IS BELOW STATION 0.4 METERS.
 LX3494'
 LX3494'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3494'(NO STAMPING),
 LX3494'SET INTO THE TOP OF A STONE RETAINING WALL.
 LX3494'IT IS LOCATED
 LX3494'29.3 METERS (96 FT) NORTH FROM THE CENTERLINE OF CONNECTICUT
 LX3494'ROUTE 4,
 LX3494'23.90 METERS (78.4 FT) NORTH FROM POWER POLE 1172 AND
 LX3494'5.5 METERS (18 FT) WEST FROM THE CENTERLINE OF A BITUMINOUS DRIVE.
 LX3494'MARK IS BELOW STATION 0.3 METERS.
 LX3494'
 LX3494'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3494'STAMPED---5700---,
 LX3494'SET INTO THE TOP OF A SQUARE CONCREUE MONUMENT 15 CM ON A SIDE
 LX3494'FLUSH WITH GROUND.  IT IS LOCATED
 LX3494'21.64 METERS (71.0 FT) SOUTHWEST FROM POWER POLE 1181,
 LX3494'6.7 METERS (22 FT) SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX3494'4 AND
 LX3494'2.7 METERS (9 FT) WEST FROM THE EXTENDED CENTERLINE OF HARWINTON
 LX3494'HEIGHTS ROAD.
 LX3494'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG
 LX3494'CONNECTICUT ROUTE 4 FOR 0.32 KM (0.20 MILE) TO THE STATION ON THE
 LX3494'RIGHT.
 LX3494'
 LX3494'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3494'STAMPED---865---,
 LX3494'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3494'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3494'17.13 METERS (56.2 FT) EAST FROM POWER POLE 1167,
 LX3494'8.2 METERS (27 FT) SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX3494'4 AND
 LX3494'9.45 METERS (31.0 FT) WEST FROM POWER POLE 1168.
 LX3494'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ALONG
 LX3494'CONNECTICUT ROUTE 4 FOR 0.18 KM (0.11 MILE) TO THE STATION ON
 LX3494'THE LEFT.
 LX3494'
 LX3494'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3494'
 LX3494'DESCRIBED BY S. MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3311 ***********************************************************************
 LX3311  DESIGNATION -  570
 LX3311  PID         -  LX3311
 LX3311  STATE/COUNTY-  CT/NEW LONDON
 LX3311  USGS QUAD   -  COLCHESTER (1984)
 LX3311
 LX3311                         *CURRENT SURVEY CONTROL
 LX3311  ___________________________________________________________________
 LX3311* NAD 83(1986)-  41 34 11.     (N)    072 19 48.     (W)     SCALED    
 LX3311* NAVD 88     -       139.731  (meters)     458.43   (feet)  ADJUSTED  
 LX3311  ___________________________________________________________________
 LX3311  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX3311  DYNAMIC HT  -         139.682 (meters)     458.27  (feet)  COMP
 LX3311  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 LX3311
 LX3311  VERT ORDER  -  FIRST     CLASS II
 LX3311
 LX3311.The horizontal coordinates were scaled from a topographic map and have
 LX3311.an estimated accuracy of +/- 6 seconds.
 LX3311
 LX3311.The orthometric height was determined by differential leveling
 LX3311.and adjusted by the National Geodetic Survey in June 1991..
 LX3311
 LX3311.The geoid height was determined by GEOID03.
 LX3311
 LX3311.The dynamic height is computed by dividing the NAVD 88
 LX3311.geopotential number by the normal gravity value computed on the
 LX3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3311.degrees latitude (g = 980.6199 gals.).
 LX3311
 LX3311.The modeled gravity was interpolated from observed gravity values.
 LX3311
 LX3311;                    North         East    Units  Estimated Accuracy
 LX3311;SPC CT       -   234,270.      339,830.      MT  (+/- 180 meters Scaled)
 LX3311
 LX3311                          SUPERSEDED SURVEY CONTROL
 LX3311
 LX3311.No superseded survey control is available for this station.
 LX3311
 LX3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM226054(NAD 83)
 LX3311_MARKER: DD = SURVEY DISK
 LX3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3311_SP_SET: CONCRETE POST
 LX3311_STAMPING: 570
 LX3311_MARK LOGO: CTGS  
 LX3311_PROJECTION: RECESSED 5 CENTIMETERS
 LX3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3311+STABILITY: SURFACE MOTION
 LX3311
 LX3311  HISTORY     - Date     Condition        Report By
 LX3311  HISTORY     - 1937     MONUMENTED       CTGS
 LX3311  HISTORY     - 1986     GOOD             NGS
 LX3311  HISTORY     - 19901115 MARK NOT FOUND   USPSQD
 LX3311
 LX3311                          STATION DESCRIPTION
 LX3311
 LX3311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3311'0.6 KM (0.4 MI) SE FROM COLCHESTER.
 LX3311'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 LX3311'STATE HIGHWAY 16 LEADING SOUTHWEST IN COLCHESTER TO THE MARK ON THE
 LX3311'RIGHT AND NORTH-NORTHEAST OF WOOSTER LODGE NO. 10 AF AND AM.  IT IS
 LX3311'9.75 METERS (32.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3311'28.19 METERS (92.5 FT) NORTHWEST OF UTILITY POLE NO. 14 WITH 4 GUY
 LX3311'WIRES, TRANSFORMER AND STREET LAMP AND 11.58 METERS (38.0 FT)
 LX3311'SOUTHEAST OF UTILITY POLE NO. 13 WITH 2 GUY WIRES AND STREET LAMP.
 LX3311'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3311
 LX3311                          STATION RECOVERY (1990)
 LX3311
 LX3311'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3243 ***********************************************************************
 LX3243  DESIGNATION -  571
 LX3243  PID         -  LX3243
 LX3243  STATE/COUNTY-  CT/NEW LONDON
 LX3243  USGS QUAD   -  COLCHESTER (1984)
 LX3243
 LX3243                         *CURRENT SURVEY CONTROL
 LX3243  ___________________________________________________________________
 LX3243* NAD 83(1986)-  41 34 28.     (N)    072 19 57.     (W)     SCALED    
 LX3243* NAVD 88     -       139.331  (meters)     457.12   (feet)  ADJUSTED  
 LX3243  ___________________________________________________________________
 LX3243  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX3243  DYNAMIC HT  -         139.282 (meters)     456.96  (feet)  COMP
 LX3243  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX3243
 LX3243  VERT ORDER  -  FIRST     CLASS II
 LX3243
 LX3243.The horizontal coordinates were scaled from a topographic map and have
 LX3243.an estimated accuracy of +/- 6 seconds.
 LX3243
 LX3243.The orthometric height was determined by differential leveling
 LX3243.and adjusted by the National Geodetic Survey in June 1991..
 LX3243
 LX3243.The geoid height was determined by GEOID03.
 LX3243
 LX3243.The dynamic height is computed by dividing the NAVD 88
 LX3243.geopotential number by the normal gravity value computed on the
 LX3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3243.degrees latitude (g = 980.6199 gals.).
 LX3243
 LX3243.The modeled gravity was interpolated from observed gravity values.
 LX3243
 LX3243;                    North         East    Units  Estimated Accuracy
 LX3243;SPC CT       -   234,790.      339,620.      MT  (+/- 180 meters Scaled)
 LX3243
 LX3243                          SUPERSEDED SURVEY CONTROL
 LX3243
 LX3243.No superseded survey control is available for this station.
 LX3243
 LX3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM223059(NAD 83)
 LX3243_MARKER: DD = SURVEY DISK
 LX3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3243_SP_SET: CONCRETE POST
 LX3243_STAMPING: 571
 LX3243_MARK LOGO: CTGS  
 LX3243_PROJECTION: RECESSED 10 CENTIMETERS
 LX3243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3243+STABILITY: SURFACE MOTION
 LX3243
 LX3243  HISTORY     - Date     Condition        Report By
 LX3243  HISTORY     - 1937     MONUMENTED       CTGS
 LX3243  HISTORY     - 1986     GOOD             NGS
 LX3243  HISTORY     - 19901115 GOOD             USPSQD
 LX3243
 LX3243                          STATION DESCRIPTION
 LX3243
 LX3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3243'IN COLCHESTER.
 LX3243'IN COLCHESTER AT THE JUNCTIONS OF STATE HIGHWAYS 16 AND 85 AND ON THE
 LX3243'PROPERTY OF THE COLCHESTER FEDERATED CHURCH.  IT IS 43.59 METERS
 LX3243'(143.0 FT) SOUTHWEST OF THE JUNCTION OF THE HIGHWAYS, 8.26 METERS
 LX3243'(27.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 16, 2.56 METERS
 LX3243'(8.4 FT) SOUTH OF UTILITY POLE NO. 434 WITH STREET LAMP, 1.49 METERS
 LX3243'(4.9 FT) NORTHWEST OF A FIRE HYDRANT AND 0.88 METER (2.9 FT)
 LX3243'NORTHEAST OF A HIGHWAY SIGN (WAR OFFICE TRUMBULL HOUSE).
 LX3243'THE MARK IS 0.18 M ABOVE HIGHWAY 16.
 LX3243
 LX3243                          STATION RECOVERY (1990)
 LX3243
 LX3243'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0650 ***********************************************************************
 LX0650  DESIGNATION -  571 RESET
 LX0650  PID         -  LX0650
 LX0650  STATE/COUNTY-  CT/LITCHFIELD
 LX0650  USGS QUAD   -  WEST TORRINGTON (1984)
 LX0650
 LX0650                         *CURRENT SURVEY CONTROL
 LX0650  ___________________________________________________________________
 LX0650* NAD 83(1986)-  41 48 24.     (N)    073 07 35.     (W)     SCALED    
 LX0650* NAVD 88     -       173.634  (meters)     569.66   (feet)  ADJUSTED  
 LX0650  ___________________________________________________________________
 LX0650  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX0650  DYNAMIC HT  -         173.576 (meters)     569.47  (feet)  COMP
 LX0650  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LX0650
 LX0650  VERT ORDER  -  SECOND    CLASS 0
 LX0650
 LX0650.The horizontal coordinates were scaled from a topographic map and have
 LX0650.an estimated accuracy of +/- 6 seconds.
 LX0650
 LX0650.The orthometric height was determined by differential leveling
 LX0650.and adjusted by the National Geodetic Survey in June 1991..
 LX0650
 LX0650.The geoid height was determined by GEOID03.
 LX0650
 LX0650.The dynamic height is computed by dividing the NAVD 88
 LX0650.geopotential number by the normal gravity value computed on the
 LX0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0650.degrees latitude (g = 980.6199 gals.).
 LX0650
 LX0650.The modeled gravity was interpolated from observed gravity values.
 LX0650
 LX0650;                    North         East    Units  Estimated Accuracy
 LX0650;SPC CT       -   260,570.      273,520.      MT  (+/- 180 meters Scaled)
 LX0650
 LX0650                          SUPERSEDED SURVEY CONTROL
 LX0650
 LX0650  NGVD 29 (??/??/92)  173.876  (m)          570.46   (f) ADJ UNCH    2 0
 LX0650
 LX0650.Superseded values are not recommended for survey control.
 LX0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0650.See file dsdata.txt to determine how the superseded data were derived.
 LX0650
 LX0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM556300(NAD 83)
 LX0650_MARKER: DB = BENCH MARK DISK
 LX0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0650_SP_SET: STEP
 LX0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0650
 LX0650  HISTORY     - Date     Condition        Report By
 LX0650  HISTORY     - 1936     MONUMENTED       USGS
 LX0650  HISTORY     - 1936     GOOD             USGS
 LX0650
 LX0650                          STATION DESCRIPTION
 LX0650
 LX0650'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 LX0650'IN TORRINGTON.
 LX0650'IN THE CENTER OF TORRINGTON.  AT THE NEW U.S. POST OFFICE
 LX0650'BUILDING ON THE N.W. CORNER OF CHURCH AND MAIN STS.  ON THE EAST SIDE
 LX0650'OF THE CHURCH ST. ENTRANCE.  ON THE N.E. CORNER OF THE TOP STEP
 LX0650'OF 8 STEPS LEADING TO CHURCH ST. ENTRANCE.  DISK IS MARKED RESET
 LX0650'AND HAS NO ELEVATION OR NUMBER STAMPED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2457 ***********************************************************************
 LX2457  DESIGNATION -  5710
 LX2457  PID         -  LX2457
 LX2457  STATE/COUNTY-  CT/LITCHFIELD
 LX2457  USGS QUAD   -  TORRINGTON (1984)
 LX2457
 LX2457                         *CURRENT SURVEY CONTROL
 LX2457  ___________________________________________________________________
 LX2457* NAD 83(1986)-  41 47 57.     (N)    073 07 17.     (W)     SCALED    
 LX2457* NAVD 88     -       167.873  (meters)     550.76   (feet)  ADJUSTED  
 LX2457  ___________________________________________________________________
 LX2457  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2457  DYNAMIC HT  -         167.818 (meters)     550.58  (feet)  COMP
 LX2457  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 LX2457
 LX2457  VERT ORDER  -  FIRST     CLASS II
 LX2457
 LX2457.The horizontal coordinates were scaled from a topographic map and have
 LX2457.an estimated accuracy of +/- 6 seconds.
 LX2457
 LX2457.The orthometric height was determined by differential leveling
 LX2457.and adjusted by the National Geodetic Survey in June 1991..
 LX2457
 LX2457.The geoid height was determined by GEOID03.
 LX2457
 LX2457.The dynamic height is computed by dividing the NAVD 88
 LX2457.geopotential number by the normal gravity value computed on the
 LX2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2457.degrees latitude (g = 980.6199 gals.).
 LX2457
 LX2457.The modeled gravity was interpolated from observed gravity values.
 LX2457
 LX2457;                    North         East    Units  Estimated Accuracy
 LX2457;SPC CT       -   259,730.      273,930.      MT  (+/- 180 meters Scaled)
 LX2457
 LX2457                          SUPERSEDED SURVEY CONTROL
 LX2457
 LX2457.No superseded survey control is available for this station.
 LX2457
 LX2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM560291(NAD 83)
 LX2457_MARKER: DD = SURVEY DISK
 LX2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2457_SP_SET: CONCRETE POST
 LX2457_STAMPING: 5710
 LX2457_MARK LOGO: CTGS  
 LX2457_PROJECTION: FLUSH
 LX2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2457+STABILITY: SURFACE MOTION
 LX2457
 LX2457  HISTORY     - Date     Condition        Report By
 LX2457  HISTORY     - UNK      MONUMENTED       CTGS
 LX2457  HISTORY     - 1985     GOOD             NGS
 LX2457
 LX2457                          STATION DESCRIPTION
 LX2457
 LX2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2457'IN TORRINGTON.
 LX2457'IN TORRINGTON, NEAR THE JUNCTION OF MAIN STREET (COUNTY ROAD 800) AND
 LX2457'STATE HIGHWAY 25, ALONG THE WEST SIDE OF COE MEMORIAL PARK, 1.4 KM
 LX2457'(0.9 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 4 WEST, 2.62 METERS
 LX2457'(8.6 FT) WEST OF THE WEST CURB OF MAIN STREET, 21.03 METERS (69.0 FT)
 LX2457'SOUTHEAST OF A BRASS BOLT IN THE SOUTHEAST FACE OF A 1.8 METER (6 FT)
 LX2457'HIGH BOULDER WITH A BRASS PLAQUE (COE MEMORIAL PARK), 33.22 METERS
 LX2457'(109.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH ENTRANCE
 LX2457'WALK OF A WAR MEMORIAL, 0.18 METER (0.6 FT) WEST OF THE WEST EDGE OF
 LX2457'THE SIDE WALK OF MAIN STREET.
 LX2457'THE MARK IS 0.18 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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 = OCTOBER  8, 2006
 LX2030 ***********************************************************************
 LX2030  DESIGNATION -  5735
 LX2030  PID         -  LX2030
 LX2030  STATE/COUNTY-  CT/HARTFORD
 LX2030  USGS QUAD   -  TARIFFVILLE (1984)
 LX2030
 LX2030                         *CURRENT SURVEY CONTROL
 LX2030  ___________________________________________________________________
 LX2030* NAD 83(1986)-  41 57 22.     (N)    072 47 36.     (W)     SCALED    
 LX2030* NAVD 88     -        72.163  (meters)     236.75   (feet)  ADJUSTED  
 LX2030  ___________________________________________________________________
 LX2030  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 LX2030  DYNAMIC HT  -          72.143 (meters)     236.69  (feet)  COMP
 LX2030  MODELED GRAV-     980,341.0   (mgal)                       NAVD 88
 LX2030
 LX2030  VERT ORDER  -  FIRST     CLASS II
 LX2030
 LX2030.The horizontal coordinates were scaled from a topographic map and have
 LX2030.an estimated accuracy of +/- 6 seconds.
 LX2030
 LX2030.The orthometric height was determined by differential leveling
 LX2030.and adjusted by the National Geodetic Survey in June 1991..
 LX2030
 LX2030.The geoid height was determined by GEOID03.
 LX2030
 LX2030.The dynamic height is computed by dividing the NAVD 88
 LX2030.geopotential number by the normal gravity value computed on the
 LX2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2030.degrees latitude (g = 980.6199 gals.).
 LX2030
 LX2030.The modeled gravity was interpolated from observed gravity values.
 LX2030
 LX2030;                    North         East    Units  Estimated Accuracy
 LX2030;SPC CT       -   277,100.      301,210.      MT  (+/- 180 meters Scaled)
 LX2030
 LX2030                          SUPERSEDED SURVEY CONTROL
 LX2030
 LX2030.No superseded survey control is available for this station.
 LX2030
 LX2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM828472(NAD 83)
 LX2030_MARKER: DD = SURVEY DISK
 LX2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2030_SP_SET: CONCRETE POST
 LX2030_STAMPING: 5735
 LX2030_MARK LOGO: CTGS  
 LX2030_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2030+STABILITY: SURFACE MOTION
 LX2030
 LX2030  HISTORY     - Date     Condition        Report By
 LX2030  HISTORY     - 1980     MONUMENTED       CTGS
 LX2030  HISTORY     - 1984     GOOD             NGS
 LX2030
 LX2030                          STATION DESCRIPTION
 LX2030
 LX2030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2030'IN GRANBY.
 LX2030'IN GRANBY, 0.4 KM (0.25 MI) NORTHWEST OF THE INTERSECTION OF STATE
 LX2030'HIGHWAY 20 AND U.S. HIGHWAY 202 TO THE MARK ON THE RIGHT, AT THE
 LX2030'JUNCTION OF STATE HIGHWAY 189 NORTH, IN THE NORTHWEST END OF THE
 LX2030'GRASSY TRIANGLE FORMED BY THE JUNCTION, 14.17 METERS (46.5 FT)
 LX2030'NORTHEAST OF THE CENTERLINE OF HIGHWAY 20, 6.91 METERS (27.7 FT)
 LX2030'SUTHWEST OF THE CENTELINE OF HIGHWAY 189, 7.46 METERS (24.5 FT)
 LX2030'EAST-SOUTHEAST OF THE CENTERLINE OF THE WESTERLY FORK OF THE JUNCTION
 LX2030'OF HIGHWAY 189, 6.91 METERS (22.7 FT) WEST OF POWER POLE 1944.
 LX2030'THE MARK IS 0.20 METERS  SW FROM A WITNESS POST.
 LX2030'THE MARK IS 0.18 M ABOVE HIGHWAY 189.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2000 ***********************************************************************
 LX2000  DESIGNATION -  5739
 LX2000  PID         -  LX2000
 LX2000  STATE/COUNTY-  CT/LITCHFIELD
 LX2000  USGS QUAD   -  WINSTED (1984)
 LX2000
 LX2000                         *CURRENT SURVEY CONTROL
 LX2000  ___________________________________________________________________
 LX2000* NAD 83(1986)-  41 56 18.     (N)    073 05 42.     (W)     SCALED    
 LX2000* NAVD 88     -       306.156  (meters)    1004.45   (feet)  ADJUSTED  
 LX2000  ___________________________________________________________________
 LX2000  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX2000  DYNAMIC HT  -         306.055 (meters)    1004.12  (feet)  COMP
 LX2000  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 LX2000
 LX2000  VERT ORDER  -  FIRST     CLASS II
 LX2000
 LX2000.The horizontal coordinates were scaled from a topographic map and have
 LX2000.an estimated accuracy of +/- 6 seconds.
 LX2000
 LX2000.The orthometric height was determined by differential leveling
 LX2000.and adjusted by the National Geodetic Survey in June 1991..
 LX2000
 LX2000.The geoid height was determined by GEOID03.
 LX2000
 LX2000.The dynamic height is computed by dividing the NAVD 88
 LX2000.geopotential number by the normal gravity value computed on the
 LX2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2000.degrees latitude (g = 980.6199 gals.).
 LX2000
 LX2000.The modeled gravity was interpolated from observed gravity values.
 LX2000
 LX2000;                    North         East    Units  Estimated Accuracy
 LX2000;SPC CT       -   275,180.      276,190.      MT  (+/- 180 meters Scaled)
 LX2000
 LX2000                          SUPERSEDED SURVEY CONTROL
 LX2000
 LX2000.No superseded survey control is available for this station.
 LX2000
 LX2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM579446(NAD 83)
 LX2000_MARKER: DD = SURVEY DISK
 LX2000_SETTING: 66 = SET IN ROCK OUTCROP
 LX2000_SP_SET: ROCK OUTCROP
 LX2000_STAMPING: 5739
 LX2000_MARK LOGO: CTGS  
 LX2000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2000+STABILITY: POSITION/ELEVATION WELL
 LX2000
 LX2000  HISTORY     - Date     Condition        Report By
 LX2000  HISTORY     - UNK      MONUMENTED       CTGS
 LX2000  HISTORY     - 1984     GOOD             NGS
 LX2000  HISTORY     - 1985     GOOD             NGS
 LX2000
 LX2000                          STATION DESCRIPTION
 LX2000
 LX2000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2000'3.4 KM (1.2 MI) WNW FROM WINSTED.
 LX2000'3.4 KM (2.1 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX2000'OFFICE IN WINSTED TO THE MARK ON THE RIGHT, DIRECTLY NORTH OF THE
 LX2000'JUNCTION OF A GRAVEL ROAD LEADING TO MAD RIVER DAM, IN BEDROCK,
 LX2000'15.60 METERS (51.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2000'15.80 METERS (51.8 FT) NORTHWEST OF THE EXTENDED CENTER OF GRAVEL
 LX2000'ROAD, 9.72 METERS (31.9 FT) NORTH OF A HIGHWAY SIGN (RIGHT LANE ENDS).
 LX2000'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 LX2000'THE MARK IS 1.06 M ABOVE HIGHWAY.
 LX2000
 LX2000                          STATION RECOVERY (1985)
 LX2000
 LX2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2001 ***********************************************************************
 LX2001  DESIGNATION -  5740
 LX2001  PID         -  LX2001
 LX2001  STATE/COUNTY-  CT/LITCHFIELD
 LX2001  USGS QUAD   -  WINSTED (1984)
 LX2001
 LX2001                         *CURRENT SURVEY CONTROL
 LX2001  ___________________________________________________________________
 LX2001* NAD 83(1986)-  41 56 12.     (N)    073 05 28.     (W)     SCALED    
 LX2001* NAVD 88     -       286.713  (meters)     940.66   (feet)  ADJUSTED  
 LX2001  ___________________________________________________________________
 LX2001  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2001  DYNAMIC HT  -         286.618 (meters)     940.35  (feet)  COMP
 LX2001  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LX2001
 LX2001  VERT ORDER  -  FIRST     CLASS II
 LX2001
 LX2001.The horizontal coordinates were scaled from a topographic map and have
 LX2001.an estimated accuracy of +/- 6 seconds.
 LX2001
 LX2001.The orthometric height was determined by differential leveling
 LX2001.and adjusted by the National Geodetic Survey in June 1991..
 LX2001
 LX2001.The geoid height was determined by GEOID03.
 LX2001
 LX2001.The dynamic height is computed by dividing the NAVD 88
 LX2001.geopotential number by the normal gravity value computed on the
 LX2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2001.degrees latitude (g = 980.6199 gals.).
 LX2001
 LX2001.The modeled gravity was interpolated from observed gravity values.
 LX2001
 LX2001;                    North         East    Units  Estimated Accuracy
 LX2001;SPC CT       -   274,990.      276,510.      MT  (+/- 180 meters Scaled)
 LX2001
 LX2001                          SUPERSEDED SURVEY CONTROL
 LX2001
 LX2001.No superseded survey control is available for this station.
 LX2001
 LX2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM582445(NAD 83)
 LX2001_MARKER: DD = SURVEY DISK
 LX2001_SETTING: 66 = SET IN ROCK OUTCROP
 LX2001_SP_SET: ROCK OUTCROP
 LX2001_STAMPING: 5740
 LX2001_MARK LOGO: CTGS  
 LX2001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2001+STABILITY: POSITION/ELEVATION WELL
 LX2001
 LX2001  HISTORY     - Date     Condition        Report By
 LX2001  HISTORY     - UNK      MONUMENTED       CTGS
 LX2001  HISTORY     - 1984     GOOD             NGS
 LX2001  HISTORY     - 1985     GOOD             NGS
 LX2001
 LX2001                          STATION DESCRIPTION
 LX2001
 LX2001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2001'3.0 KM (1.85 MI) WNW FROM WINSTED.
 LX2001'3.0 KM (1.85 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX2001'OFFICE IN WINSTED TO THE MARK ON THE RIGHT, IN TOP OF BED ROCK FLUSH
 LX2001'WITH THE GROUND, 13.41 METERS (44.0 FT) NORTHEAST OF THE CENTERLINE OF
 LX2001'THE NORTHWEST BOUND LANE OF THE HIGHWAY, 20.42 METERS (67.0 FT)
 LX2001'NORTHWEST OF THE CENTER OF A TRAIL ROAD LEADING NORTHEAST, 8.83 METERS
 LX2001'(29.0 FT) NORTH OF THE NORTHWEST END OF A CONCRETE BOX CULVERT.
 LX2001'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 LX2001'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2001
 LX2001                          STATION RECOVERY (1985)
 LX2001
 LX2001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2764 ***********************************************************************
 LX2764  DESIGNATION -  5773
 LX2764  PID         -  LX2764
 LX2764  STATE/COUNTY-  CT/HARTFORD
 LX2764  USGS QUAD   -  BRISTOL (1984)
 LX2764
 LX2764                         *CURRENT SURVEY CONTROL
 LX2764  ___________________________________________________________________
 LX2764* NAD 83(1986)-  41 43 40.     (N)    072 53 21.     (W)     SCALED    
 LX2764* NAVD 88     -       113.644  (meters)     372.85   (feet)  ADJUSTED  
 LX2764  ___________________________________________________________________
 LX2764  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2764  DYNAMIC HT  -         113.611 (meters)     372.74  (feet)  COMP
 LX2764  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 LX2764
 LX2764  VERT ORDER  -  FIRST     CLASS II
 LX2764
 LX2764.The horizontal coordinates were scaled from a topographic map and have
 LX2764.an estimated accuracy of +/- 6 seconds.
 LX2764
 LX2764.The orthometric height was determined by differential leveling
 LX2764.and adjusted by the National Geodetic Survey in June 1991..
 LX2764
 LX2764.The geoid height was determined by GEOID03.
 LX2764
 LX2764.The dynamic height is computed by dividing the NAVD 88
 LX2764.geopotential number by the normal gravity value computed on the
 LX2764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2764.degrees latitude (g = 980.6199 gals.).
 LX2764
 LX2764.The modeled gravity was interpolated from observed gravity values.
 LX2764
 LX2764;                    North         East    Units  Estimated Accuracy
 LX2764;SPC CT       -   251,750.      293,220.      MT  (+/- 180 meters Scaled)
 LX2764
 LX2764                          SUPERSEDED SURVEY CONTROL
 LX2764
 LX2764.No superseded survey control is available for this station.
 LX2764
 LX2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM755217(NAD 83)
 LX2764_MARKER: DD = SURVEY DISK
 LX2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2764_SP_SET: CONCRETE POST
 LX2764_STAMPING: 5773
 LX2764_MARK LOGO: CTGS  
 LX2764_PROJECTION: RECESSED 5 CENTIMETERS
 LX2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2764+STABILITY: SURFACE MOTION
 LX2764
 LX2764  HISTORY     - Date     Condition        Report By
 LX2764  HISTORY     - 1981     MONUMENTED       CTGS
 LX2764  HISTORY     - 1985     GOOD             NGS
 LX2764
 LX2764                          STATION DESCRIPTION
 LX2764
 LX2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2764'2.7 KM (1.7 MI) NORTH FROM FARMINGTON.
 LX2764'2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE INTERSECTION OF
 LX2764'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE LEFT, 5.18 METERS
 LX2764'(17.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 38.10 METERS
 LX2764'(125.0 FT) NORTH OF THE CENTER OF A BITUMINOUS DRIVE LEADING WEST TO
 LX2764'TANBARK KENNELS, 10.27 METERS (33.7 FT) NORTHWEST AND ACROSS THE
 LX2764'HIGHWAY FROM UTILITY POLE 1266 WITH TRANSFORMER, 6.86 METERS (22.5 FT)
 LX2764'EAST OF A RAIL FENCE, 0.55 METER (1.8 FT) WEST OF THE HIGHWAY CURB.
 LX2764'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2765 ***********************************************************************
 LX2765  DESIGNATION -  5774
 LX2765  PID         -  LX2765
 LX2765  STATE/COUNTY-  CT/HARTFORD
 LX2765  USGS QUAD   -  BRISTOL (1984)
 LX2765
 LX2765                         *CURRENT SURVEY CONTROL
 LX2765  ___________________________________________________________________
 LX2765* NAD 83(1986)-  41 43 54.     (N)    072 53 25.     (W)     SCALED    
 LX2765* NAVD 88     -       109.529  (meters)     359.35   (feet)  ADJUSTED  
 LX2765  ___________________________________________________________________
 LX2765  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2765  DYNAMIC HT  -         109.497 (meters)     359.24  (feet)  COMP
 LX2765  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 LX2765
 LX2765  VERT ORDER  -  FIRST     CLASS II
 LX2765
 LX2765.The horizontal coordinates were scaled from a topographic map and have
 LX2765.an estimated accuracy of +/- 6 seconds.
 LX2765
 LX2765.The orthometric height was determined by differential leveling
 LX2765.and adjusted by the National Geodetic Survey in June 1991..
 LX2765
 LX2765.The geoid height was determined by GEOID03.
 LX2765
 LX2765.The dynamic height is computed by dividing the NAVD 88
 LX2765.geopotential number by the normal gravity value computed on the
 LX2765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2765.degrees latitude (g = 980.6199 gals.).
 LX2765
 LX2765.The modeled gravity was interpolated from observed gravity values.
 LX2765
 LX2765;                    North         East    Units  Estimated Accuracy
 LX2765;SPC CT       -   252,180.      293,130.      MT  (+/- 180 meters Scaled)
 LX2765
 LX2765                          SUPERSEDED SURVEY CONTROL
 LX2765
 LX2765.No superseded survey control is available for this station.
 LX2765
 LX2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM754221(NAD 83)
 LX2765_MARKER: DD = SURVEY DISK
 LX2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2765_SP_SET: CONCRETE POST
 LX2765_STAMPING: 5774
 LX2765_MARK LOGO: CTGS  
 LX2765_PROJECTION: RECESSED 5 CENTIMETERS
 LX2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2765+STABILITY: SURFACE MOTION
 LX2765
 LX2765  HISTORY     - Date     Condition        Report By
 LX2765  HISTORY     - 1981     MONUMENTED       CTGS
 LX2765  HISTORY     - 1985     GOOD             NGS
 LX2765
 LX2765                          STATION DESCRIPTION
 LX2765
 LX2765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2765'3.1 KM (1.9 MI) NORTH FROM FARMINGTON.
 LX2765'3.1 KM (1.9 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE INTERSECTION OF
 LX2765'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE LEFT, 6.80 METERS
 LX2765'(22.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 26.09 METERS (85.6
 LX2765'FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY POLE 179, 25.97
 LX2765'METERS (85.2 FT) NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM UTILITY
 LX2765'POLE 180, 25.60 METERS (84.0 FT) SOUTH OF THE CENTER OF A GRAVEL
 LX2765'DRIVE.
 LX2765'THE MARK IS 1.35 METERS  E FROM  A WITNESS POST
 LX2765'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2789 ***********************************************************************
 LX2789  DESIGNATION -  5775
 LX2789  PID         -  LX2789
 LX2789  STATE/COUNTY-  CT/HARTFORD
 LX2789  USGS QUAD   -  BRISTOL (1984)
 LX2789
 LX2789                         *CURRENT SURVEY CONTROL
 LX2789  ___________________________________________________________________
 LX2789* NAD 83(1986)-  41 41 42.     (N)    072 54 37.     (W)     SCALED    
 LX2789* NAVD 88     -        94.344  (meters)     309.53   (feet)  ADJUSTED  
 LX2789  ___________________________________________________________________
 LX2789  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX2789  DYNAMIC HT  -          94.315 (meters)     309.43  (feet)  COMP
 LX2789  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 LX2789
 LX2789  VERT ORDER  -  FIRST     CLASS II
 LX2789
 LX2789.The horizontal coordinates were scaled from a topographic map and have
 LX2789.an estimated accuracy of +/- 6 seconds.
 LX2789
 LX2789.The orthometric height was determined by differential leveling
 LX2789.and adjusted by the National Geodetic Survey in June 1991..
 LX2789
 LX2789.The geoid height was determined by GEOID03.
 LX2789
 LX2789.The dynamic height is computed by dividing the NAVD 88
 LX2789.geopotential number by the normal gravity value computed on the
 LX2789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2789.degrees latitude (g = 980.6199 gals.).
 LX2789
 LX2789.The modeled gravity was interpolated from observed gravity values.
 LX2789
 LX2789;                    North         East    Units  Estimated Accuracy
 LX2789;SPC CT       -   248,110.      291,460.      MT  (+/- 180 meters Scaled)
 LX2789
 LX2789                          SUPERSEDED SURVEY CONTROL
 LX2789
 LX2789.No superseded survey control is available for this station.
 LX2789
 LX2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM738180(NAD 83)
 LX2789_MARKER: DD = SURVEY DISK
 LX2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2789_SP_SET: CONCRETE POST
 LX2789_STAMPING: 5775
 LX2789_MARK LOGO: CTGS  
 LX2789_PROJECTION: RECESSED 5 CENTIMETERS
 LX2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2789+STABILITY: SURFACE MOTION
 LX2789
 LX2789  HISTORY     - Date     Condition        Report By
 LX2789  HISTORY     - 1981     MONUMENTED       CTGS
 LX2789  HISTORY     - 1985     GOOD             NGS
 LX2789
 LX2789                          STATION DESCRIPTION
 LX2789
 LX2789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2789'IN BRISTOL.
 LX2789'IN BRISTOL, 0.25 KM (0.15 MI) SOUTHWEST ALONG U.S. HIGHWAYS 6 AND 202
 LX2789'FROM THE INTERSECTION OF STAFFORD AVENUE TO THE MARK ON THE RIGHT
 LX2789'BETWEEN CURB AND SIDEWALK IN FRONT OF SIGN, 1001, IN FRONT OF A TWO
 LX2789'STORY BRICK BUILDING, AND BETWEEN UTILITY POLES NUMBER 2295 AND 2296
 LX2789'ON THE OPPOSITE SIDE OF THE HIGHWAY.  6.70 METERS (22.0 FT)
 LX2789'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.27 METERS
 LX2789'(66.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF TWO STORY BRICK
 LX2789'BUILDING AND 2.74 METERS (9.0 FT) SOUTH-SOUTHWEST OF SOUTHWEST LEG OF
 LX2789'SIGN, 1001.
 LX2789'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2465 ***********************************************************************
 LX2465  DESIGNATION -  5781
 LX2465  PID         -  LX2465
 LX2465  STATE/COUNTY-  CT/LITCHFIELD
 LX2465  USGS QUAD   -  THOMASTON (1976)
 LX2465
 LX2465                         *CURRENT SURVEY CONTROL
 LX2465  ___________________________________________________________________
 LX2465* NAD 83(1986)-  41 44 18.     (N)    073 04 36.     (W)     SCALED    
 LX2465* NAVD 88     -       260.216  (meters)     853.73   (feet)  ADJUSTED  
 LX2465  ___________________________________________________________________
 LX2465  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2465  DYNAMIC HT  -         260.131 (meters)     853.45  (feet)  COMP
 LX2465  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LX2465
 LX2465  VERT ORDER  -  FIRST     CLASS II
 LX2465
 LX2465.The horizontal coordinates were scaled from a topographic map and have
 LX2465.an estimated accuracy of +/- 6 seconds.
 LX2465
 LX2465.The orthometric height was determined by differential leveling
 LX2465.and adjusted by the National Geodetic Survey in June 1991..
 LX2465
 LX2465.The geoid height was determined by GEOID03.
 LX2465
 LX2465.The dynamic height is computed by dividing the NAVD 88
 LX2465.geopotential number by the normal gravity value computed on the
 LX2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2465.degrees latitude (g = 980.6199 gals.).
 LX2465
 LX2465.The modeled gravity was interpolated from observed gravity values.
 LX2465
 LX2465;                    North         East    Units  Estimated Accuracy
 LX2465;SPC CT       -   252,960.      277,630.      MT  (+/- 180 meters Scaled)
 LX2465
 LX2465                          SUPERSEDED SURVEY CONTROL
 LX2465
 LX2465.No superseded survey control is available for this station.
 LX2465
 LX2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM599225(NAD 83)
 LX2465_MARKER: DD = SURVEY DISK
 LX2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2465_SP_SET: CONCRETE POST
 LX2465_STAMPING: 5781
 LX2465_MARK LOGO: CTGS  
 LX2465_PROJECTION: RECESSED 8 CENTIMETERS
 LX2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2465+STABILITY: SURFACE MOTION
 LX2465
 LX2465  HISTORY     - Date     Condition        Report By
 LX2465  HISTORY     - UNK      MONUMENTED       CTGS
 LX2465  HISTORY     - 1985     GOOD             NGS
 LX2465
 LX2465                          STATION DESCRIPTION
 LX2465
 LX2465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2465'3.2 KM (2.0 MI) SOUTH FROM HARWINTON.
 LX2465'3.2 KM (2.0 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE JUNCTION OF
 LX2465'STATE HIGHWAY 118 IN HARWINTON TO THE MARK ON THE LEFT, DIRECTLY
 LX2465'BEHIND THE MAIL BOX OF HOUSE 433, 6.70 METERS (22.0 FT) EAST OF THE
 LX2465'CENTERLINE OF THE HIGHWAY, 16.0 METERS (52.5 FT) WEST OF A 102-CM
 LX2465'(40-INCH) MAPLE TREE, 7.46 METERS (24.5 FT) NORTH OF POWER POLE 231.
 LX2465'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2465'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2464 ***********************************************************************
 LX2464  DESIGNATION -  5782
 LX2464  PID         -  LX2464
 LX2464  STATE/COUNTY-  CT/LITCHFIELD
 LX2464  USGS QUAD   -  THOMASTON (1976)
 LX2464
 LX2464                         *CURRENT SURVEY CONTROL
 LX2464  ___________________________________________________________________
 LX2464* NAD 83(1986)-  41 44 51.     (N)    073 04 49.     (W)     SCALED    
 LX2464* NAVD 88     -       260.248  (meters)     853.83   (feet)  ADJUSTED  
 LX2464  ___________________________________________________________________
 LX2464  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2464  DYNAMIC HT  -         260.162 (meters)     853.55  (feet)  COMP
 LX2464  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX2464
 LX2464  VERT ORDER  -  FIRST     CLASS II
 LX2464
 LX2464.The horizontal coordinates were scaled from a topographic map and have
 LX2464.an estimated accuracy of +/- 6 seconds.
 LX2464
 LX2464.The orthometric height was determined by differential leveling
 LX2464.and adjusted by the National Geodetic Survey in June 1991..
 LX2464
 LX2464.The geoid height was determined by GEOID03.
 LX2464
 LX2464.The dynamic height is computed by dividing the NAVD 88
 LX2464.geopotential number by the normal gravity value computed on the
 LX2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2464.degrees latitude (g = 980.6199 gals.).
 LX2464
 LX2464.The modeled gravity was interpolated from observed gravity values.
 LX2464
 LX2464;                    North         East    Units  Estimated Accuracy
 LX2464;SPC CT       -   253,980.      277,330.      MT  (+/- 180 meters Scaled)
 LX2464
 LX2464                          SUPERSEDED SURVEY CONTROL
 LX2464
 LX2464.No superseded survey control is available for this station.
 LX2464
 LX2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM596235(NAD 83)
 LX2464_MARKER: DD = SURVEY DISK
 LX2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2464_SP_SET: CONCRETE POST
 LX2464_STAMPING: 5782
 LX2464_MARK LOGO: CTGS  
 LX2464_PROJECTION: RECESSED 5 CENTIMETERS
 LX2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2464+STABILITY: SURFACE MOTION
 LX2464
 LX2464  HISTORY     - Date     Condition        Report By
 LX2464  HISTORY     - UNK      MONUMENTED       CTGS
 LX2464  HISTORY     - 1985     GOOD             NGS
 LX2464
 LX2464                          STATION DESCRIPTION
 LX2464
 LX2464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2464'2.2 KM (1.35 MI) SOUTH FROM HARWINTON.
 LX2464'2.2 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE JUNCTION OF
 LX2464'STATE HIGHWAY 118 IN HARWINTON TO THE MARK ON THE RIGHT, IN THE FRONT
 LX2464'LAWN OF A TWO STORY BRICK HOUSE, 6.40 METERS (21.0 FT) WEST OF THE
 LX2464'CENTERLINE OF THE HIGHWAY, 18.34 METERS (60.2 FT) EAST OF THE
 LX2464'SOUTHEAST CORNER OF THE GARAGE OF THE HOUSE, 6.10 METERS (20.0 FT)
 LX2464'NORTH OF THE CENTER OF THE SOUTH ENTRANCE DRIVE OF THE HOUSE.
 LX2464'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2466 ***********************************************************************
 LX2466  DESIGNATION -  5783
 LX2466  PID         -  LX2466
 LX2466  STATE/COUNTY-  CT/LITCHFIELD
 LX2466  USGS QUAD   -  THOMASTON (1976)
 LX2466
 LX2466                         *CURRENT SURVEY CONTROL
 LX2466  ___________________________________________________________________
 LX2466* NAD 83(1986)-  41 44 15.     (N)    073 04 35.     (W)     SCALED    
 LX2466* NAVD 88     -       259.273  (meters)     850.63   (feet)  ADJUSTED  
 LX2466  ___________________________________________________________________
 LX2466  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2466  DYNAMIC HT  -         259.188 (meters)     850.35  (feet)  COMP
 LX2466  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX2466
 LX2466  VERT ORDER  -  FIRST     CLASS II
 LX2466
 LX2466.The horizontal coordinates were scaled from a topographic map and have
 LX2466.an estimated accuracy of +/- 6 seconds.
 LX2466
 LX2466.The orthometric height was determined by differential leveling
 LX2466.and adjusted by the National Geodetic Survey in June 1991..
 LX2466
 LX2466.The geoid height was determined by GEOID03.
 LX2466
 LX2466.The dynamic height is computed by dividing the NAVD 88
 LX2466.geopotential number by the normal gravity value computed on the
 LX2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2466.degrees latitude (g = 980.6199 gals.).
 LX2466
 LX2466.The modeled gravity was interpolated from observed gravity values.
 LX2466
 LX2466;                    North         East    Units  Estimated Accuracy
 LX2466;SPC CT       -   252,870.      277,650.      MT  (+/- 180 meters Scaled)
 LX2466
 LX2466                          SUPERSEDED SURVEY CONTROL
 LX2466
 LX2466.No superseded survey control is available for this station.
 LX2466
 LX2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM599224(NAD 83)
 LX2466_MARKER: DD = SURVEY DISK
 LX2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2466_SP_SET: CONCRETE POST
 LX2466_STAMPING: 5783
 LX2466_MARK LOGO: CTGS  
 LX2466_PROJECTION: RECESSED 5 CENTIMETERS
 LX2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2466+STABILITY: SURFACE MOTION
 LX2466
 LX2466  HISTORY     - Date     Condition        Report By
 LX2466  HISTORY     - UNK      MONUMENTED       CTGS
 LX2466  HISTORY     - 1985     GOOD             NGS
 LX2466
 LX2466                          STATION DESCRIPTION
 LX2466
 LX2466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2466'3.3 KM (2.05 MI) SOUTH FROM HARWINTON.
 LX2466'3.3 KM (2.05 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE JUNCTION OF
 LX2466'STATE HIGHWAY 118 IN HARWINTON TO THE MARK ON THE LEFT, 0.1 KM (0.05
 LX2466'MI) NORTH OF THE JUNCTION OF HAYDEN ROAD, 8.53 METERS (28.0 FT) EAST
 LX2466'OF THE CENTERLINE OF THE HIGHWAY, 19.41 METERS (63.7 FT) SOUTHEAST OF
 LX2466'A 91-CM (36-INCH) ASH TREE, 2.22 METERS (7.3 FT) NORTHEAST OF POWER
 LX2466'POLE 233.
 LX2466'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2466'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2741 ***********************************************************************
 LX2741  DESIGNATION -  5797
 LX2741  PID         -  LX2741
 LX2741  STATE/COUNTY-  CT/HARTFORD
 LX2741  USGS QUAD   -  SOUTHINGTON (1992)
 LX2741
 LX2741                         *CURRENT SURVEY CONTROL
 LX2741  ___________________________________________________________________
 LX2741* NAD 83(1986)-  41 35 38.     (N)    072 52 44.     (W)     SCALED    
 LX2741* NAVD 88     -        46.595  (meters)     152.87   (feet)  ADJUSTED  
 LX2741  ___________________________________________________________________
 LX2741  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2741  DYNAMIC HT  -          46.581 (meters)     152.82  (feet)  COMP
 LX2741  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 LX2741
 LX2741  VERT ORDER  -  FIRST     CLASS II
 LX2741
 LX2741.The horizontal coordinates were scaled from a topographic map and have
 LX2741.an estimated accuracy of +/- 6 seconds.
 LX2741
 LX2741.The orthometric height was determined by differential leveling
 LX2741.and adjusted by the National Geodetic Survey in June 1991..
 LX2741
 LX2741.The geoid height was determined by GEOID03.
 LX2741
 LX2741.The dynamic height is computed by dividing the NAVD 88
 LX2741.geopotential number by the normal gravity value computed on the
 LX2741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2741.degrees latitude (g = 980.6199 gals.).
 LX2741
 LX2741.The modeled gravity was interpolated from observed gravity values.
 LX2741
 LX2741;                    North         East    Units  Estimated Accuracy
 LX2741;SPC CT       -   236,880.      294,060.      MT  (+/- 180 meters Scaled)
 LX2741
 LX2741                          SUPERSEDED SURVEY CONTROL
 LX2741
 LX2741.No superseded survey control is available for this station.
 LX2741
 LX2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM767068(NAD 83)
 LX2741_MARKER: DD = SURVEY DISK
 LX2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2741_SP_SET: CONCRETE POST
 LX2741_STAMPING: 5797
 LX2741_MARK LOGO: CTGS  
 LX2741_PROJECTION: RECESSED 17 CENTIMETERS
 LX2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2741+STABILITY: SURFACE MOTION
 LX2741
 LX2741  HISTORY     - Date     Condition        Report By
 LX2741  HISTORY     - 1981     MONUMENTED       CTGS
 LX2741  HISTORY     - 1985     GOOD             NGS
 LX2741
 LX2741                          STATION DESCRIPTION
 LX2741
 LX2741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2741'IN SOUTHINGTON.
 LX2741'IN SOUTHINGTON, ALONG OLD TURNPIKE ROAD, 34.75 METERS (114.0 FT)
 LX2741'SOUTHWEST OF THE JUNCITON OF STATE HIGHWAY 10, IN THE MIDDLE OF A
 LX2741'CONCRETE SIDEWALK, NEAR THE NORTHEAST CORNER OF THE PROPERTY OF THE
 LX2741'HOLCOMB SCHOOL, 7.01 METERS (23.0 FT) WEST OF THE CENTERLINE OF OLD
 LX2741'TURNPIKE ROAD, 16.79 METERS (55.1 FT) NORTHEAST OF UTILITY POLE NUMBER
 LX2741'1 WITH A STREET LAMP AND 2 GUY WIRES. NOTE--ACCESS TO THE MARK IS HAD
 LX2741'THROUGH AN ALUMINUM COVER.
 LX2741'THE MARK IS 0.09 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2742 ***********************************************************************
 LX2742  DESIGNATION -  5798
 LX2742  PID         -  LX2742
 LX2742  STATE/COUNTY-  CT/HARTFORD
 LX2742  USGS QUAD   -  SOUTHINGTON (1992)
 LX2742
 LX2742                         *CURRENT SURVEY CONTROL
 LX2742  ___________________________________________________________________
 LX2742* NAD 83(1986)-  41 35 28.     (N)    072 52 47.     (W)     SCALED    
 LX2742* NAVD 88     -        46.418  (meters)     152.29   (feet)  ADJUSTED  
 LX2742  ___________________________________________________________________
 LX2742  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2742  DYNAMIC HT  -          46.404 (meters)     152.24  (feet)  COMP
 LX2742  MODELED GRAV-     980,319.5   (mgal)                       NAVD 88
 LX2742
 LX2742  VERT ORDER  -  FIRST     CLASS II
 LX2742
 LX2742.The horizontal coordinates were scaled from a topographic map and have
 LX2742.an estimated accuracy of +/- 6 seconds.
 LX2742
 LX2742.The orthometric height was determined by differential leveling
 LX2742.and adjusted by the National Geodetic Survey in June 1991..
 LX2742
 LX2742.The geoid height was determined by GEOID03.
 LX2742
 LX2742.The dynamic height is computed by dividing the NAVD 88
 LX2742.geopotential number by the normal gravity value computed on the
 LX2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2742.degrees latitude (g = 980.6199 gals.).
 LX2742
 LX2742.The modeled gravity was interpolated from observed gravity values.
 LX2742
 LX2742;                    North         East    Units  Estimated Accuracy
 LX2742;SPC CT       -   236,570.      293,990.      MT  (+/- 180 meters Scaled)
 LX2742
 LX2742                          SUPERSEDED SURVEY CONTROL
 LX2742
 LX2742.No superseded survey control is available for this station.
 LX2742
 LX2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM767065(NAD 83)
 LX2742_MARKER: DD = SURVEY DISK
 LX2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2742_SP_SET: CONCRETE POST
 LX2742_STAMPING: 5798
 LX2742_MARK LOGO: CTGS  
 LX2742_PROJECTION: RECESSED 5 CENTIMETERS
 LX2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2742+STABILITY: SURFACE MOTION
 LX2742
 LX2742  HISTORY     - Date     Condition        Report By
 LX2742  HISTORY     - 1981     MONUMENTED       CTGS
 LX2742  HISTORY     - 1985     GOOD             NGS
 LX2742
 LX2742                          STATION DESCRIPTION
 LX2742
 LX2742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2742'0.3 KM (0.2 MI) SW FROM SOUTHINGTON.
 LX2742'0.3 KM (0.2 MI) SOUTHWEST ALONG OLD TURNPIKE ROAD FROM THE JUNCTION OF
 LX2742'STATE HIGHWAY 10 IN SOUTHINGTON TO THE MARK ON THE LEFT, IN THE
 LX2742'SOUTHEAST ANGLE OF THE JUNCTION OF SOUTHINGTON AVENUE, 6.22 METERS
 LX2742'(20.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF OLD TURNPIKE ROAD,
 LX2742'7.38 METERS (24.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SOUTHINGTON
 LX2742'AVENUE, 0.24 METER (0.8 FT) EAST OF THE EAST EDGE OF A BITUMINOUS
 LX2742'SIDEWALK.
 LX2742'THE MARK IS 0.09 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2422 ***********************************************************************
 LX2422  DESIGNATION -  5799
 LX2422  PID         -  LX2422
 LX2422  STATE/COUNTY-  CT/HARTFORD
 LX2422  USGS QUAD   -  SOUTHINGTON (1992)
 LX2422
 LX2422                         *CURRENT SURVEY CONTROL
 LX2422  ___________________________________________________________________
 LX2422* NAD 83(1986)-  41 33 47.     (N)    072 55 09.     (W)     SCALED    
 LX2422* NAVD 88     -        43.785  (meters)     143.65   (feet)  ADJUSTED  
 LX2422  ___________________________________________________________________
 LX2422  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2422  DYNAMIC HT  -          43.772 (meters)     143.61  (feet)  COMP
 LX2422  MODELED GRAV-     980,316.3   (mgal)                       NAVD 88
 LX2422
 LX2422  VERT ORDER  -  FIRST     CLASS II
 LX2422
 LX2422.The horizontal coordinates were scaled from a topographic map and have
 LX2422.an estimated accuracy of +/- 6 seconds.
 LX2422
 LX2422.The orthometric height was determined by differential leveling
 LX2422.and adjusted by the National Geodetic Survey in June 1991..
 LX2422
 LX2422.The geoid height was determined by GEOID03.
 LX2422
 LX2422.The dynamic height is computed by dividing the NAVD 88
 LX2422.geopotential number by the normal gravity value computed on the
 LX2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2422.degrees latitude (g = 980.6199 gals.).
 LX2422
 LX2422.The modeled gravity was interpolated from observed gravity values.
 LX2422
 LX2422;                    North         East    Units  Estimated Accuracy
 LX2422;SPC CT       -   233,460.      290,690.      MT  (+/- 180 meters Scaled)
 LX2422
 LX2422                          SUPERSEDED SURVEY CONTROL
 LX2422
 LX2422.No superseded survey control is available for this station.
 LX2422
 LX2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM735033(NAD 83)
 LX2422_MARKER: DD = SURVEY DISK
 LX2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2422_SP_SET: CONCRETE POST
 LX2422_STAMPING: 5799
 LX2422_MARK LOGO: CTGS  
 LX2422_PROJECTION: RECESSED 5 CENTIMETERS
 LX2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2422+STABILITY: SURFACE MOTION
 LX2422
 LX2422  HISTORY     - Date     Condition        Report By
 LX2422  HISTORY     - 1981     MONUMENTED       CTGS
 LX2422  HISTORY     - 1985     GOOD             NGS
 LX2422
 LX2422                          STATION DESCRIPTION
 LX2422
 LX2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2422'IN MARION.
 LX2422'IN MARION, 0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAYS 66 AND 322 FROM
 LX2422'THE INTERSECTION OF MARION AVENUE TO THE MARK ON THE RIGHT, ACROSS THE
 LX2422'HIGHWAY FROM TERRYVILLE FURNITURE STORE, 6.40 METERS (21.0 FT)
 LX2422'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAYS, 14.66 METERS (48.1
 LX2422'FT) SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY FROM UTILITY POLE 2102 WITH
 LX2422'SECURITY LIGHT, 4.24 METERS (13.9 FT) SOUTHEAST OF UTILITY POLE 3874
 LX2422'WITH ONE GUY WIRE.
 LX2422'THE MARK IS 0.06 M BELOW HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2761 ***********************************************************************
 LX2761  DESIGNATION -  58 T OF F
 LX2761  PID         -  LX2761
 LX2761  STATE/COUNTY-  CT/HARTFORD
 LX2761  USGS QUAD   -  BRISTOL (1984)
 LX2761
 LX2761                         *CURRENT SURVEY CONTROL
 LX2761  ___________________________________________________________________
 LX2761* NAD 83(1986)-  41 42 35.     (N)    072 52 48.     (W)     SCALED    
 LX2761* NAVD 88     -        91.817  (meters)     301.24   (feet)  ADJUSTED  
 LX2761  ___________________________________________________________________
 LX2761  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2761  DYNAMIC HT  -          91.790 (meters)     301.15  (feet)  COMP
 LX2761  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 LX2761
 LX2761  VERT ORDER  -  FIRST     CLASS II
 LX2761
 LX2761.The horizontal coordinates were scaled from a topographic map and have
 LX2761.an estimated accuracy of +/- 6 seconds.
 LX2761
 LX2761.The orthometric height was determined by differential leveling
 LX2761.and adjusted by the National Geodetic Survey in June 1991..
 LX2761
 LX2761.The geoid height was determined by GEOID03.
 LX2761
 LX2761.The dynamic height is computed by dividing the NAVD 88
 LX2761.geopotential number by the normal gravity value computed on the
 LX2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2761.degrees latitude (g = 980.6199 gals.).
 LX2761
 LX2761.The modeled gravity was interpolated from observed gravity values.
 LX2761
 LX2761;                    North         East    Units  Estimated Accuracy
 LX2761;SPC CT       -   249,740.      293,980.      MT  (+/- 180 meters Scaled)
 LX2761
 LX2761                          SUPERSEDED SURVEY CONTROL
 LX2761
 LX2761.No superseded survey control is available for this station.
 LX2761
 LX2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM763197(NAD 83)
 LX2761_MARKER: DD = SURVEY DISK
 LX2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2761_SP_SET: CONCRETE POST
 LX2761_STAMPING: 58
 LX2761_MARK LOGO: CT0237
 LX2761_PROJECTION: RECESSED 10 CENTIMETERS
 LX2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2761+STABILITY: SURFACE MOTION
 LX2761
 LX2761  HISTORY     - Date     Condition        Report By
 LX2761  HISTORY     - 1966     MONUMENTED       CT0237
 LX2761  HISTORY     - 1985     GOOD             NGS
 LX2761
 LX2761                          STATION DESCRIPTION
 LX2761
 LX2761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2761'0.4 KM (0.25 MI) NORTH FROM FARMINGTON.
 LX2761'0.4 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE INTERSECTION
 LX2761'OF U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE RIGHT, RECESSED IN
 LX2761'THE NORTH EDGE OF PINE HOLLOW ROAD, JUST SOUTH OF THE JUNCTION OF
 LX2761'WESTWOODS DRIVE LEADING WEST TO WESTWOODS GOLF COURSE, 5.61 METERS
 LX2761'(18.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.11 METERS (13.5 FT)
 LX2761'NORTH OF THE CENTER OF PINE HOLLOW ROAD, 4.51 METERS (14.8 FT)
 LX2761'SOUTHWEST OF A STOP SIGN, 3.05 METERS (10.0 FT) SOUTHWEST OF A STEEL
 LX2761'POLE WITH SIGN (PINE HOLLOW ROAD). THE MARK IS A TOWN OF FARMINGTON
 LX2761'DISK.
 LX2761'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2421 ***********************************************************************
 LX2421  DESIGNATION -  5800
 LX2421  PID         -  LX2421
 LX2421  STATE/COUNTY-  CT/HARTFORD
 LX2421  USGS QUAD   -  SOUTHINGTON (1992)
 LX2421
 LX2421                         *CURRENT SURVEY CONTROL
 LX2421  ___________________________________________________________________
 LX2421* NAD 83(1986)-  41 33 49.     (N)    072 55 29.     (W)     SCALED    
 LX2421* NAVD 88     -        55.437  (meters)     181.88   (feet)  ADJUSTED  
 LX2421  ___________________________________________________________________
 LX2421  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2421  DYNAMIC HT  -          55.419 (meters)     181.82  (feet)  COMP
 LX2421  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 LX2421
 LX2421  VERT ORDER  -  FIRST     CLASS II
 LX2421
 LX2421.The horizontal coordinates were scaled from a topographic map and have
 LX2421.an estimated accuracy of +/- 6 seconds.
 LX2421
 LX2421.The orthometric height was determined by differential leveling
 LX2421.and adjusted by the National Geodetic Survey in June 1991..
 LX2421
 LX2421.The geoid height was determined by GEOID03.
 LX2421
 LX2421.The dynamic height is computed by dividing the NAVD 88
 LX2421.geopotential number by the normal gravity value computed on the
 LX2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2421.degrees latitude (g = 980.6199 gals.).
 LX2421
 LX2421.The modeled gravity was interpolated from observed gravity values.
 LX2421
 LX2421;                    North         East    Units  Estimated Accuracy
 LX2421;SPC CT       -   233,520.      290,230.      MT  (+/- 180 meters Scaled)
 LX2421
 LX2421                          SUPERSEDED SURVEY CONTROL
 LX2421
 LX2421.No superseded survey control is available for this station.
 LX2421
 LX2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM730034(NAD 83)
 LX2421_MARKER: DD = SURVEY DISK
 LX2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2421_SP_SET: CONCRETE POST
 LX2421_STAMPING: 5800
 LX2421_MARK LOGO: CTGS  
 LX2421_PROJECTION: RECESSED 5 CENTIMETERS
 LX2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2421+STABILITY: SURFACE MOTION
 LX2421
 LX2421  HISTORY     - Date     Condition        Report By
 LX2421  HISTORY     - 1981     MONUMENTED       CTGS
 LX2421  HISTORY     - 1985     GOOD             NGS
 LX2421
 LX2421                          STATION DESCRIPTION
 LX2421
 LX2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2421'IN MARION.
 LX2421'IN MARION, AT THE INTERSECTION OF STATE HIGHWAYS 66, 322 AND MARION
 LX2421'AVENUE, 6.40 METERS (21.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 LX2421'HIGHWAYS, 35.66 METERS (117.0 FT) SOUTHEAST OF THE CENTERLINE OF
 LX2421'MARION AVENUE, 15.15 METERS (49.7 FT) NORTHWEST AND ACROSS A
 LX2421'BITUMINOUS DRIVE FROM UTILITY POLE 93245, 8.23 METERS (27.0 FT)
 LX2421'NORTHWEST OF THE CENTER OF A BITUMINOUS DRIVE LEADING TO A TWO STORY
 LX2421'FRAME HOUSE, 4.78 METERS (15.7 FT) NORTH-NORTHEAST OF A MASONRY STONE
 LX2421'WALL.
 LX2421'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2796 ***********************************************************************
 LX2796  DESIGNATION -  5808
 LX2796  PID         -  LX2796
 LX2796  STATE/COUNTY-  CT/HARTFORD
 LX2796  USGS QUAD   -  BRISTOL (1984)
 LX2796
 LX2796                         *CURRENT SURVEY CONTROL
 LX2796  ___________________________________________________________________
 LX2796* NAD 83(1986)-  41 40 50.     (N)    072 58 08.     (W)     SCALED    
 LX2796* NAVD 88     -       195.321  (meters)     640.82   (feet)  ADJUSTED  
 LX2796  ___________________________________________________________________
 LX2796  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2796  DYNAMIC HT  -         195.260 (meters)     640.62  (feet)  COMP
 LX2796  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 LX2796
 LX2796  VERT ORDER  -  FIRST     CLASS II
 LX2796
 LX2796.The horizontal coordinates were scaled from a topographic map and have
 LX2796.an estimated accuracy of +/- 6 seconds.
 LX2796
 LX2796.The orthometric height was determined by differential leveling
 LX2796.and adjusted by the National Geodetic Survey in June 1991..
 LX2796
 LX2796.The geoid height was determined by GEOID03.
 LX2796
 LX2796.The dynamic height is computed by dividing the NAVD 88
 LX2796.geopotential number by the normal gravity value computed on the
 LX2796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2796.degrees latitude (g = 980.6199 gals.).
 LX2796
 LX2796.The modeled gravity was interpolated from observed gravity values.
 LX2796
 LX2796;                    North         East    Units  Estimated Accuracy
 LX2796;SPC CT       -   246,520.      286,580.      MT  (+/- 180 meters Scaled)
 LX2796
 LX2796                          SUPERSEDED SURVEY CONTROL
 LX2796
 LX2796.No superseded survey control is available for this station.
 LX2796
 LX2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM690163(NAD 83)
 LX2796_MARKER: DD = SURVEY DISK
 LX2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2796_SP_SET: CONCRETE POST
 LX2796_STAMPING: 5808 CTGS
 LX2796_MARK LOGO: CTGS  
 LX2796_PROJECTION: RECESSED 10 CENTIMETERS
 LX2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2796+STABILITY: SURFACE MOTION
 LX2796
 LX2796  HISTORY     - Date     Condition        Report By
 LX2796  HISTORY     - 1981     MONUMENTED       CTGS
 LX2796  HISTORY     - 1985     GOOD             NGS
 LX2796
 LX2796                          STATION DESCRIPTION
 LX2796
 LX2796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2796'IN BRISTOL.
 LX2796'IN BRISTOL, 0.08 KM (0.05 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE
 LX2796'INTERSECTION OF BIRD ROAD AND EVERETT STREET TO THE MARK ON THE LEFT
 LX2796'AND ON THE LAWN IN FRONT OF HOUSE NUMBER 541.  7.62 METERS (25.0 FT)
 LX2796'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.23 METERS (27.0
 LX2796'FT) SOUTHEAST OF THE CENTER OF A BITUMINOUS DRIVE LEADING TO A TWO
 LX2796'STORY FRAME HOUSE NUMBER 541 AND 7.92 METERS (26.0 FT) NORTHWEST OF
 LX2796'UTILITY POLE NUMBER 3189 WITH STREET LAMP.
 LX2796'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3539 ***********************************************************************
 LX3539  DESIGNATION -  5810
 LX3539  PID         -  LX3539
 LX3539  STATE/COUNTY-  CT/LITCHFIELD
 LX3539  USGS QUAD   -  THOMASTON (1976)
 LX3539
 LX3539                         *CURRENT SURVEY CONTROL
 LX3539  ___________________________________________________________________
 LX3539* NAD 83(1996)-  41 39 26.     (N)    073 05 31.     (W)     SCALED    
 LX3539* NAVD 88     -       121.03   (+/-2cm)     397.1    (feet)  VERTCON   
 LX3539  ___________________________________________________________________
 LX3539  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX3539
 LX3539  VERT ORDER  -  THIRD ? (See Below)
 LX3539
 LX3539.The horizontal coordinates were scaled from a topographic map and have
 LX3539.an estimated accuracy of +/- 6 seconds.
 LX3539
 LX3539.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3539.The vertical order pertains to the NGVD 29 superseded value.
 LX3539
 LX3539.The geoid height was determined by GEOID03.
 LX3539
 LX3539;                    North         East    Units  Estimated Accuracy
 LX3539;SPC CT       -   243,960.      276,320.      MT  (+/- 180 meters Scaled)
 LX3539
 LX3539                          SUPERSEDED SURVEY CONTROL
 LX3539
 LX3539  NGVD 29 (07/19/86)  121.29   (m)          397.9    (f) LEVELING    3  
 LX3539
 LX3539.Superseded values are not recommended for survey control.
 LX3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3539.See file dsdata.txt to determine how the superseded data were derived.
 LX3539
 LX3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM588134(NAD 83)
 LX3539_MARKER: DD = SURVEY DISK
 LX3539_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX3539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3539
 LX3539  HISTORY     - Date     Condition        Report By
 LX3539  HISTORY     - 1981     MONUMENTED       CTGS
 LX3539
 LX3539                          STATION DESCRIPTION
 LX3539
 LX3539'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1981 (AJK)
 LX3539'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) SOUTHEAST OF EAST
 LX3539'MORRIS, 6.0 KM (3.75 MI) NORTH OF WATERTOWN AND 4.0 KM (2.5 MI)
 LX3539'SOUTHEAST OF PLYMOUTH.
 LX3539'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3539'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3539'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX3539'
 LX3539'TO REACH THE STATION FROM THOMASTON AT THE INTERSECTION OF U.S.
 LX3539'ROUTE 6 (WATERTOWN ROAD) AND CONNECTICUT ROUTE 109 (BRANCH ROAD)
 LX3539'PROCEED NORTHWESTERLY ALONG CONNECTICUT ROUTE 109 FOR 0.3 KM
 LX3539'(0.16 MI) TO THE STATION ON THE LEFT.
 LX3539'
 LX3539'THE STATION IS A STANDARD CTGS DISK
 LX3539'STAMPED---5810---,
 LX3539'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3539'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3539'30.2 METERS (99 FT) NORTHWEST FROM THE EXTENDED CENTERLINE OF
 LX3539'PLEASANT VIEW ROAD,
 LX3539'33.71 METERS (110.6 FT) WEST FROM POWER POLE 135,
 LX3539'13.35 METERS (43.8 FT) SOUTHWEST FROM POWER POLE 136,
 LX3539'6.1 METERS (20 FT) SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT
 LX3539'ROUTE 109 AND
 LX3539'2.93 METERS (9.6 FT) NORTHEAST FROM A WIRE FENCE.
 LX3539'
 LX3539'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3539'(NO STAMPING) IN A 1/4 INCH DRILL HOLE
 LX3539'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.2 METER
 LX3539'LARGEST DIMENSION.  IT IS LOCATED
 LX3539'10.7 METERS (35 FT) NORTHEAST FROM THE CENTERLINE OF CONNECTICUT
 LX3539'ROUTE 109,
 LX3539'15.85 METERS (52.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 LX3539'TWO STORY FRAME HOUSE,
 LX3539'5.5 METERS (18 FT) NORTHWEST FROM THE CENTERLINE OF A BITUMINOUS
 LX3539'DRIVE AND
 LX3539'19.84 METERS (65.1 FT) NORTHWEST FROM POWER POLE 136.
 LX3539'MARK IS ABOVE STATION 0.4 METER.
 LX3539'
 LX3539'REFERENCE MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3539'STAMPED---879---,
 LX3539'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3539'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3539'29.3 METERS (96 FT) WEST FROM POWER POLE 135,
 LX3539'25.3 METERS (83 FT) NORTHWEST FROM THE EXTENDED CENTERLINE OF
 LX3539'PLEASANT VIEW ROAD,
 LX3539'15.24 METERS (50.0 FT) SOUTHWEST FROM POWER POLE 136 AND
 LX3539'6.1 METERS (20 FT) SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT
 LX3539'ROUTE 109.
 LX3539'MARK IS ABOVE STATION 0.1 METER.
 LX3539'
 LX3539'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A TROLLY SPIKE
 LX3539'DRIVEN INTO A 25 CM MAPLE TREE 0.5 METER ABOVE THE GROUND.
 LX3539'IT IS LOCATED
 LX3539'37.5 METERS (123 FT) NORTHWEST FROM THE EXTENDED CENTERLINE OF
 LX3539'PLEASANT VIEW ROAD,
 LX3539'15.09 METERS (49.5 FT) WEST-SOUTHWEST FROM POWER POLE 136,
 LX3539'7.9 METERS (26 FT) SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT
 LX3539'ROUTE 109 AND
 LX3539'0.76 METER (2.5 FT) NORTHEAST FROM A WIRE FENCE.
 LX3539'MARK IS ABOVE STATION 0.2 METER.
 LX3539'
 LX3539'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3539'STAMPED---880X---,
 LX3539'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3539'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 LX3539'20.33 METERS (66.7 FT) NORTH FROM POWER POLE 141 S,
 LX3539'16.18 METERS (53.1 FT) NORTHWEST FROM POWER POLE 141,
 LX3539'7.0 METERS (23 FT) SOUTHEAST FROM THE CENTERLINE OF A BITUMINOUS
 LX3539'DRIVE AND
 LX3539'5.2 METERS (17 FT) NORTHEAST FROM THE CENTERLINE OF CONNECTICUT
 LX3539'ROUTE 109.
 LX3539'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWESTERLY
 LX3539'ALONG CONNECTICUT ROUTE 109 FOR 0.2 KM (0.13 MI) TO THE STATION
 LX3539'ON THE RIGHT.
 LX3539'
 LX3539'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3539'STAMPED---5809---,
 LX3539'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3539'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX3539'29.75 METERS (97.6 FT) EAST FROM POWER POLE 101,
 LX3539'21.43 METERS (70.3 FT) WEST FROM POWER POLE 580,
 LX3539'14.75 METERS (48.4 FT) SOUTH FROM POWER POLE 1256 AND
 LX3539'7.3 METERS (24 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 6.
 LX3539'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY ALONG
 LX3539'CONNECTICUT ROUTE 109 FOR 0.3 KM (0.16 MI) TO A TRAFFIC SIGNAL
 LX3539'AT A T ROAD.  TAKE LEFT AND PROCEED NORTHEASTERLY ALONG U.S. ROUTE
 LX3539'6 FOR 0.02 KM (0.01 MI) TO THE STATION ON THE RIGHT.
 LX3539'
 LX3539'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2732 ***********************************************************************
 LX2732  DESIGNATION -  5814
 LX2732  PID         -  LX2732
 LX2732  STATE/COUNTY-  CT/NEW HAVEN
 LX2732  USGS QUAD   -  SOUTHINGTON (1992)
 LX2732
 LX2732                         *CURRENT SURVEY CONTROL
 LX2732  ___________________________________________________________________
 LX2732* NAD 83(1986)-  41 32 27.     (N)    072 53 33.     (W)     SCALED    
 LX2732* NAVD 88     -        71.264  (meters)     233.81   (feet)  ADJUSTED  
 LX2732  ___________________________________________________________________
 LX2732  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2732  DYNAMIC HT  -          71.243 (meters)     233.74  (feet)  COMP
 LX2732  MODELED GRAV-     980,318.5   (mgal)                       NAVD 88
 LX2732
 LX2732  VERT ORDER  -  FIRST     CLASS II
 LX2732
 LX2732.The horizontal coordinates were scaled from a topographic map and have
 LX2732.an estimated accuracy of +/- 6 seconds.
 LX2732
 LX2732.The orthometric height was determined by differential leveling
 LX2732.and adjusted by the National Geodetic Survey in June 1991..
 LX2732
 LX2732.The geoid height was determined by GEOID03.
 LX2732
 LX2732.The dynamic height is computed by dividing the NAVD 88
 LX2732.geopotential number by the normal gravity value computed on the
 LX2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2732.degrees latitude (g = 980.6199 gals.).
 LX2732
 LX2732.The modeled gravity was interpolated from observed gravity values.
 LX2732
 LX2732;                    North         East    Units  Estimated Accuracy
 LX2732;SPC CT       -   230,980.      292,910.      MT  (+/- 180 meters Scaled)
 LX2732
 LX2732                          SUPERSEDED SURVEY CONTROL
 LX2732
 LX2732.No superseded survey control is available for this station.
 LX2732
 LX2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM757009(NAD 83)
 LX2732_MARKER: DD = SURVEY DISK
 LX2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2732_SP_SET: CONCRETE POST
 LX2732_STAMPING: 5814
 LX2732_MARK LOGO: CTGS  
 LX2732_PROJECTION: RECESSED 5 CENTIMETERS
 LX2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2732+STABILITY: SURFACE MOTION
 LX2732
 LX2732  HISTORY     - Date     Condition        Report By
 LX2732  HISTORY     - 1981     MONUMENTED       CTGS
 LX2732  HISTORY     - 1985     GOOD             NGS
 LX2732  HISTORY     - 19910506 GOOD             USPSQD
 LX2732
 LX2732                          STATION DESCRIPTION
 LX2732
 LX2732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2732'2.8 KM (1.75 MI) SOUTH FROM MILLDALE.
 LX2732'2.8 KM (1.75 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2732'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE LEFT, ACROSS THE
 LX2732'HIGHWAY FROM A TWO STORY FRAME HOUSE, 7.01 METERS (23.0 FT) SOUTHEAST
 LX2732'OF THE CENTERLINE OF THE HIGHWAY, 17.68 METERS (58.0 FT)
 LX2732'SOUTH-SOUTHWEST OF THE EXTENDED CENTER OF A GRAVEL DRIVE LEADING TO
 LX2732'HOUSE 1463 AND A BARN, 1.77 METERS (5.8 FT) NORTH OF UTILITY POLE 35
 LX2732'WITH A STREET LAMP.
 LX2732'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2732
 LX2732                          STATION RECOVERY (1991)
 LX2732
 LX2732'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2734 ***********************************************************************
 LX2734  DESIGNATION -  5815
 LX2734  PID         -  LX2734
 LX2734  STATE/COUNTY-  CT/NEW HAVEN
 LX2734  USGS QUAD   -  SOUTHINGTON (1992)
 LX2734
 LX2734                         *CURRENT SURVEY CONTROL
 LX2734  ___________________________________________________________________
 LX2734* NAD 83(1986)-  41 32 37.     (N)    072 53 32.     (W)     SCALED    
 LX2734* NAVD 88     -        70.967  (meters)     232.83   (feet)  ADJUSTED  
 LX2734  ___________________________________________________________________
 LX2734  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2734  DYNAMIC HT  -          70.945 (meters)     232.76  (feet)  COMP
 LX2734  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 LX2734
 LX2734  VERT ORDER  -  FIRST     CLASS II
 LX2734
 LX2734.The horizontal coordinates were scaled from a topographic map and have
 LX2734.an estimated accuracy of +/- 6 seconds.
 LX2734
 LX2734.The orthometric height was determined by differential leveling
 LX2734.and adjusted by the National Geodetic Survey in June 1991..
 LX2734
 LX2734.The geoid height was determined by GEOID03.
 LX2734
 LX2734.The dynamic height is computed by dividing the NAVD 88
 LX2734.geopotential number by the normal gravity value computed on the
 LX2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2734.degrees latitude (g = 980.6199 gals.).
 LX2734
 LX2734.The modeled gravity was interpolated from observed gravity values.
 LX2734
 LX2734;                    North         East    Units  Estimated Accuracy
 LX2734;SPC CT       -   231,290.      292,930.      MT  (+/- 180 meters Scaled)
 LX2734
 LX2734                          SUPERSEDED SURVEY CONTROL
 LX2734
 LX2734.No superseded survey control is available for this station.
 LX2734
 LX2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM758012(NAD 83)
 LX2734_MARKER: DD = SURVEY DISK
 LX2734_SETTING: 66 = SET IN ROCK OUTCROP
 LX2734_SP_SET: ROCK OUTCROP
 LX2734_STAMPING: 5815
 LX2734_MARK LOGO: CTGS  
 LX2734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2734+STABILITY: POSITION/ELEVATION WELL
 LX2734
 LX2734  HISTORY     - Date     Condition        Report By
 LX2734  HISTORY     - 1981     MONUMENTED       CTGS
 LX2734  HISTORY     - 1985     GOOD             NGS
 LX2734  HISTORY     - 19910506 GOOD             USPSQD
 LX2734
 LX2734                          STATION DESCRIPTION
 LX2734
 LX2734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2734'2.5 KM (1.55 MI) SOUTH FROM MILLDALE.
 LX2734'2.5 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2734'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE RIGHT, IN TOP OF A
 LX2734'ROCK OUTCROP MEASURING 0.4 BY 0.6 METER (1.4 BY 2.4 FT), IN THE
 LX2734'NORTHWEST ANGLE OF THE JUNCTION OF SCHOOLHOUSE ROAD, 7.62 METERS (25.0
 LX2734'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.15 METERS (53.0 FT)
 LX2734'NORTH-NORTHEAST OF THE CENTER OF SCHOOLHOUSE ROAD, 13.41 METERS (44.0
 LX2734'FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH TWO SECURITY LIGHTS.
 LX2734'THE MARK IS 0.06 M ABOVE HIGHWAY.
 LX2734
 LX2734                          STATION RECOVERY (1991)
 LX2734
 LX2734'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2428 ***********************************************************************
 LX2428  DESIGNATION -  5830
 LX2428  PID         -  LX2428
 LX2428  STATE/COUNTY-  CT/HARTFORD
 LX2428  USGS QUAD   -  SOUTHINGTON (1992)
 LX2428
 LX2428                         *CURRENT SURVEY CONTROL
 LX2428  ___________________________________________________________________
 LX2428* NAD 83(1986)-  41 33 48.     (N)    072 52 53.     (W)     SCALED    
 LX2428* NAVD 88     -        37.947  (meters)     124.50   (feet)  ADJUSTED  
 LX2428  ___________________________________________________________________
 LX2428  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX2428  DYNAMIC HT  -          37.935 (meters)     124.46  (feet)  COMP
 LX2428  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 LX2428
 LX2428  VERT ORDER  -  FIRST     CLASS II
 LX2428
 LX2428.The horizontal coordinates were scaled from a topographic map and have
 LX2428.an estimated accuracy of +/- 6 seconds.
 LX2428
 LX2428.The orthometric height was determined by differential leveling
 LX2428.and adjusted by the National Geodetic Survey in June 1991..
 LX2428
 LX2428.The geoid height was determined by GEOID03.
 LX2428
 LX2428.The dynamic height is computed by dividing the NAVD 88
 LX2428.geopotential number by the normal gravity value computed on the
 LX2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2428.degrees latitude (g = 980.6199 gals.).
 LX2428
 LX2428.The modeled gravity was interpolated from observed gravity values.
 LX2428
 LX2428;                    North         East    Units  Estimated Accuracy
 LX2428;SPC CT       -   233,480.      293,840.      MT  (+/- 180 meters Scaled)
 LX2428
 LX2428                          SUPERSEDED SURVEY CONTROL
 LX2428
 LX2428.No superseded survey control is available for this station.
 LX2428
 LX2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM766034(NAD 83)
 LX2428_MARKER: DD = SURVEY DISK
 LX2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2428_SP_SET: CONCRETE POST
 LX2428_STAMPING: 5830
 LX2428_MARK LOGO: CTGS  
 LX2428_PROJECTION: RECESSED 5 CENTIMETERS
 LX2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2428+STABILITY: SURFACE MOTION
 LX2428
 LX2428  HISTORY     - Date     Condition        Report By
 LX2428  HISTORY     - 1981     MONUMENTED       CTGS
 LX2428  HISTORY     - 1985     GOOD             NGS
 LX2428
 LX2428                          STATION DESCRIPTION
 LX2428
 LX2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2428'0.8 KM (0.5 MI) ESE FROM MILLDALE.
 LX2428'0.8 KM (0.5 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE STATE
 LX2428'HIGHWAY 10 OVERPASS IN MILLDALE TO THE MARK ON THE RIGHT, 0.2 KM (0.1
 LX2428'MI) NORTHWEST OF THE HIGHWAY BRIDGE OVER THE QUINNIPIAC RIVER, 8.59
 LX2428'METERS (28.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2428'20.91 METERS (68.6 FT) NORTHWEST OF A HIGHWAY SIGN (PARK AND RIDE),
 LX2428'2.74 METERS (9.0 FT) SOUTH-SOUTHWEST OF THE HIGHWAY CURB.
 LX2428'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2427 ***********************************************************************
 LX2427  DESIGNATION -  5832
 LX2427  PID         -  LX2427
 LX2427  STATE/COUNTY-  CT/HARTFORD
 LX2427  USGS QUAD   -  SOUTHINGTON (1992)
 LX2427
 LX2427                         *CURRENT SURVEY CONTROL
 LX2427  ___________________________________________________________________
 LX2427* NAD 83(1986)-  41 33 51.     (N)    072 53 09.     (W)     SCALED    
 LX2427* NAVD 88     -        40.512  (meters)     132.91   (feet)  ADJUSTED  
 LX2427  ___________________________________________________________________
 LX2427  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2427  DYNAMIC HT  -          40.500 (meters)     132.87  (feet)  COMP
 LX2427  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 LX2427
 LX2427  VERT ORDER  -  FIRST     CLASS II
 LX2427
 LX2427.The horizontal coordinates were scaled from a topographic map and have
 LX2427.an estimated accuracy of +/- 6 seconds.
 LX2427
 LX2427.The orthometric height was determined by differential leveling
 LX2427.and adjusted by the National Geodetic Survey in June 1991..
 LX2427
 LX2427.The geoid height was determined by GEOID03.
 LX2427
 LX2427.The dynamic height is computed by dividing the NAVD 88
 LX2427.geopotential number by the normal gravity value computed on the
 LX2427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2427.degrees latitude (g = 980.6199 gals.).
 LX2427
 LX2427.The modeled gravity was interpolated from observed gravity values.
 LX2427
 LX2427;                    North         East    Units  Estimated Accuracy
 LX2427;SPC CT       -   233,570.      293,470.      MT  (+/- 180 meters Scaled)
 LX2427
 LX2427                          SUPERSEDED SURVEY CONTROL
 LX2427
 LX2427.No superseded survey control is available for this station.
 LX2427
 LX2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM762035(NAD 83)
 LX2427_MARKER: DD = SURVEY DISK
 LX2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2427_SP_SET: CONCRETE POST
 LX2427_STAMPING: 5832
 LX2427_MARK LOGO: CTGS  
 LX2427_PROJECTION: RECESSED 5 CENTIMETERS
 LX2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2427+STABILITY: SURFACE MOTION
 LX2427
 LX2427  HISTORY     - Date     Condition        Report By
 LX2427  HISTORY     - 1981     MONUMENTED       CTGS
 LX2427  HISTORY     - 1985     GOOD             NGS
 LX2427
 LX2427                          STATION DESCRIPTION
 LX2427
 LX2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2427'IN MILLDALE.
 LX2427'IN MILLDALE, 0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 66 FROM THE
 LX2427'STATE HIGHWAY 10 OVERPASS TO THE MARK ON THE RIGHT, IN FRONT OF A ONE
 LX2427'STORY BRICK BUILDING NOW OCCUPIED BY COMMERCIAL PAINTING COMPANY,
 LX2427'INC., NUMBER 1210, 6.70 METERS (22.0 FT) SOUTH-SOUTHWEST OF THE
 LX2427'CENTERLINE OF THE HIGHWAY, 29.72 METERS (97.5 FT) WEST AND ACROSS THE
 LX2427'HIGHWAY FROM UTILITY POLE 93327 WITH ONE GUY WIRE, STREET LAMP AND
 LX2427'SECURITY LIGHT, 19.38 METERS (63.6 FT) SOUTH-SOUTHEAST AND ACROSS THE
 LX2427'HIGHWAY FROM UTILITY POLE 93326, 18.14 METERS (59.5 FT) NORTHEAST OF
 LX2427'THE NORTHWEST CORNER OF THE BUILDING, 1.83 METERS (6.0 FT)
 LX2427'SOUTH-SOUTHWEST OF THE CURB OF THE HIGHWAY.
 LX2427'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2727 ***********************************************************************
 LX2727  DESIGNATION -  5833
 LX2727  PID         -  LX2727
 LX2727  STATE/COUNTY-  CT/NEW HAVEN
 LX2727  USGS QUAD   -  SOUTHINGTON (1992)
 LX2727
 LX2727                         *CURRENT SURVEY CONTROL
 LX2727  ___________________________________________________________________
 LX2727* NAD 83(1986)-  41 30 48.     (N)    072 53 55.     (W)     SCALED    
 LX2727* NAVD 88     -        61.757  (meters)     202.61   (feet)  ADJUSTED  
 LX2727  ___________________________________________________________________
 LX2727  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2727  DYNAMIC HT  -          61.737 (meters)     202.55  (feet)  COMP
 LX2727  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 LX2727
 LX2727  VERT ORDER  -  FIRST     CLASS II
 LX2727
 LX2727.The horizontal coordinates were scaled from a topographic map and have
 LX2727.an estimated accuracy of +/- 6 seconds.
 LX2727
 LX2727.The orthometric height was determined by differential leveling
 LX2727.and adjusted by the National Geodetic Survey in June 1991..
 LX2727
 LX2727.The geoid height was determined by GEOID03.
 LX2727
 LX2727.The dynamic height is computed by dividing the NAVD 88
 LX2727.geopotential number by the normal gravity value computed on the
 LX2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2727.degrees latitude (g = 980.6199 gals.).
 LX2727
 LX2727.The modeled gravity was interpolated from observed gravity values.
 LX2727
 LX2727;                    North         East    Units  Estimated Accuracy
 LX2727;SPC CT       -   227,930.      292,400.      MT  (+/- 180 meters Scaled)
 LX2727
 LX2727                          SUPERSEDED SURVEY CONTROL
 LX2727
 LX2727.No superseded survey control is available for this station.
 LX2727
 LX2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL753978(NAD 83)
 LX2727_MARKER: DD = SURVEY DISK
 LX2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2727_SP_SET: CONCRETE POST
 LX2727_STAMPING: 5833
 LX2727_MARK LOGO: CTGS  
 LX2727_PROJECTION: RECESSED 10 CENTIMETERS
 LX2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2727+STABILITY: SURFACE MOTION
 LX2727
 LX2727  HISTORY     - Date     Condition        Report By
 LX2727  HISTORY     - 1981     MONUMENTED       CTGS
 LX2727  HISTORY     - 1985     GOOD             NGS
 LX2727
 LX2727                          STATION DESCRIPTION
 LX2727
 LX2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2727'1.6 KM (1.0 MI) NORTH FROM CHESHIRE.
 LX2727'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2727'STATE HIGHWAYS 68 AND 70 IN CHESHIRE TO THE MARK ON THE LEFT, IN FRONT
 LX2727'OF A ONE STORY BLOCK BUILDING OCCUPIED BY AN IGA SUPER MARKET,
 LX2727'6.40 METERS (21.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2727'37.55 METERS (123.2 FT) SOUTH-SOUTHWEST OF UTILITY POLE 736 WITH A
 LX2727'STREET LAMP AND A SECURITY LIGHT, 31.21 METERS (102.4 FT) NORTHEAST OF
 LX2727'THE SOUTHEAST CORNER OF THE IGA BUILDING, 6.95 METERS (22.8 FT)
 LX2727'NORTH-NORTHEAST OF UTILITY POLE 737, 0.18 METER (0.6 FT) NORTHWEST OF
 LX2727'THE HIGHWAY CURB.
 LX2727'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2726 ***********************************************************************
 LX2726  DESIGNATION -  5834
 LX2726  PID         -  LX2726
 LX2726  STATE/COUNTY-  CT/NEW HAVEN
 LX2726  USGS QUAD   -  SOUTHINGTON (1992)
 LX2726
 LX2726                         *CURRENT SURVEY CONTROL
 LX2726  ___________________________________________________________________
 LX2726* NAD 83(1986)-  41 30 33.     (N)    072 53 57.     (W)     SCALED    
 LX2726* NAVD 88     -        66.659  (meters)     218.70   (feet)  ADJUSTED  
 LX2726  ___________________________________________________________________
 LX2726  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2726  DYNAMIC HT  -          66.639 (meters)     218.63  (feet)  COMP
 LX2726  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX2726
 LX2726  VERT ORDER  -  FIRST     CLASS II
 LX2726
 LX2726.The horizontal coordinates were scaled from a topographic map and have
 LX2726.an estimated accuracy of +/- 6 seconds.
 LX2726
 LX2726.The orthometric height was determined by differential leveling
 LX2726.and adjusted by the National Geodetic Survey in June 1991..
 LX2726
 LX2726.The geoid height was determined by GEOID03.
 LX2726
 LX2726.The dynamic height is computed by dividing the NAVD 88
 LX2726.geopotential number by the normal gravity value computed on the
 LX2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2726.degrees latitude (g = 980.6199 gals.).
 LX2726
 LX2726.The modeled gravity was interpolated from observed gravity values.
 LX2726
 LX2726;                    North         East    Units  Estimated Accuracy
 LX2726;SPC CT       -   227,470.      292,350.      MT  (+/- 180 meters Scaled)
 LX2726
 LX2726                          SUPERSEDED SURVEY CONTROL
 LX2726
 LX2726.No superseded survey control is available for this station.
 LX2726
 LX2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL753974(NAD 83)
 LX2726_MARKER: DD = SURVEY DISK
 LX2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2726_SP_SET: CONCRETE POST
 LX2726_STAMPING: 5834
 LX2726_MARK LOGO: CTGS  
 LX2726_PROJECTION: FLUSH
 LX2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2726+STABILITY: SURFACE MOTION
 LX2726
 LX2726  HISTORY     - Date     Condition        Report By
 LX2726  HISTORY     - 1981     MONUMENTED       CTGS
 LX2726  HISTORY     - 1985     GOOD             NGS
 LX2726
 LX2726                          STATION DESCRIPTION
 LX2726
 LX2726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2726'1.1 KM (0.7 MI) NORTH FROM CHESHIRE.
 LX2726'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2726'STATE HIGHWAYS 68 AND 70 IN CHESHIRE TO THE MARK ON THE RIGHT, IN
 LX2726'FRONT OF THE HIGHLAND PROFESSIONAL CENTER, 6.64 METERS (21.8 FT)
 LX2726'SOUTHEST OF THE CENTERLINE OF THE HIGHWAY, 10.70 METERS (35.1 FT)
 LX2726'SOUTHWEST OF THE SOUTHWEST LEG OF A WOODEN SIGN (HIGHLAND PROFESSIONAL
 LX2726'CENTER), 4.11 METERS (13.5 FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT,
 LX2726'0.40 METER (1.3 FT) SOUTHEAST OF THE HIGHWAY CURB.
 LX2726'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2721 ***********************************************************************
 LX2721  DESIGNATION -  5845
 LX2721  PID         -  LX2721
 LX2721  STATE/COUNTY-  CT/NEW HAVEN
 LX2721  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2721
 LX2721                         *CURRENT SURVEY CONTROL
 LX2721  ___________________________________________________________________
 LX2721* NAD 83(1986)-  41 28 52.     (N)    072 54 20.     (W)     SCALED    
 LX2721* NAVD 88     -        48.615  (meters)     159.50   (feet)  ADJUSTED  
 LX2721  ___________________________________________________________________
 LX2721  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2721  DYNAMIC HT  -          48.600 (meters)     159.45  (feet)  COMP
 LX2721  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 LX2721
 LX2721  VERT ORDER  -  FIRST     CLASS II
 LX2721
 LX2721.The horizontal coordinates were scaled from a topographic map and have
 LX2721.an estimated accuracy of +/- 6 seconds.
 LX2721
 LX2721.The orthometric height was determined by differential leveling
 LX2721.and adjusted by the National Geodetic Survey in June 1991..
 LX2721
 LX2721.The geoid height was determined by GEOID03.
 LX2721
 LX2721.The dynamic height is computed by dividing the NAVD 88
 LX2721.geopotential number by the normal gravity value computed on the
 LX2721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2721.degrees latitude (g = 980.6199 gals.).
 LX2721
 LX2721.The modeled gravity was interpolated from observed gravity values.
 LX2721
 LX2721;                    North         East    Units  Estimated Accuracy
 LX2721;SPC CT       -   224,350.      291,810.      MT  (+/- 180 meters Scaled)
 LX2721
 LX2721                          SUPERSEDED SURVEY CONTROL
 LX2721
 LX2721.No superseded survey control is available for this station.
 LX2721
 LX2721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL748942(NAD 83)
 LX2721_MARKER: DD = SURVEY DISK
 LX2721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2721_SP_SET: CONCRETE POST
 LX2721_STAMPING: 5845
 LX2721_MARK LOGO: CTGS  
 LX2721_PROJECTION: RECESSED 5 CENTIMETERS
 LX2721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2721+STABILITY: SURFACE MOTION
 LX2721
 LX2721  HISTORY     - Date     Condition        Report By
 LX2721  HISTORY     - 1981     MONUMENTED       CTGS
 LX2721  HISTORY     - 1985     GOOD             NGS
 LX2721
 LX2721                          STATION DESCRIPTION
 LX2721
 LX2721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2721'0.2 KM (0.15 MI) SOUTH FROM CHESHIRE.
 LX2721'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 10 FROM JUNCTION OF STATE
 LX2721'HIGHWAY 42 IN CHESHIRE TO MARK ON THE LEFT, 9.75 METERS (32.0 FT) EAST
 LX2721'OF THE CENTERLINE OF THE HIGHWAY, 45.57 METERS (149.5 FT) NORTH OF THE
 LX2721'CENTERLINE OF JINNY HILL ROAD,  4.21 METERS (13.8 FT) NORTHEAST OF THE
 LX2721'NORTHEAST CORNER OF A METAL CATCH BASIN,  1.7 METERS (5.6 FT) EAST OF
 LX2721'THE EAST CURB OF THE HIGHWAY.
 LX2721'THE MARK IS 0.02 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2722 ***********************************************************************
 LX2722  DESIGNATION -  5846
 LX2722  PID         -  LX2722
 LX2722  STATE/COUNTY-  CT/NEW HAVEN
 LX2722  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2722
 LX2722                         *CURRENT SURVEY CONTROL
 LX2722  ___________________________________________________________________
 LX2722* NAD 83(1986)-  41 29 01.     (N)    072 54 21.     (W)     SCALED    
 LX2722* NAVD 88     -        52.023  (meters)     170.68   (feet)  ADJUSTED  
 LX2722  ___________________________________________________________________
 LX2722  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2722  DYNAMIC HT  -          52.007 (meters)     170.63  (feet)  COMP
 LX2722  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 LX2722
 LX2722  VERT ORDER  -  FIRST     CLASS II
 LX2722
 LX2722.The horizontal coordinates were scaled from a topographic map and have
 LX2722.an estimated accuracy of +/- 6 seconds.
 LX2722
 LX2722.The orthometric height was determined by differential leveling
 LX2722.and adjusted by the National Geodetic Survey in June 1991..
 LX2722
 LX2722.The geoid height was determined by GEOID03.
 LX2722
 LX2722.The dynamic height is computed by dividing the NAVD 88
 LX2722.geopotential number by the normal gravity value computed on the
 LX2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2722.degrees latitude (g = 980.6199 gals.).
 LX2722
 LX2722.The modeled gravity was interpolated from observed gravity values.
 LX2722
 LX2722;                    North         East    Units  Estimated Accuracy
 LX2722;SPC CT       -   224,630.      291,790.      MT  (+/- 180 meters Scaled)
 LX2722
 LX2722                          SUPERSEDED SURVEY CONTROL
 LX2722
 LX2722.No superseded survey control is available for this station.
 LX2722
 LX2722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL748945(NAD 83)
 LX2722_MARKER: DD = SURVEY DISK
 LX2722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2722_SP_SET: CONCRETE POST
 LX2722_STAMPING: 5846
 LX2722_MARK LOGO: CTGS  
 LX2722_PROJECTION: RECESSED 5 CENTIMETERS
 LX2722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2722+STABILITY: SURFACE MOTION
 LX2722
 LX2722  HISTORY     - Date     Condition        Report By
 LX2722  HISTORY     - 1981     MONUMENTED       CTGS
 LX2722  HISTORY     - 1985     GOOD             NGS
 LX2722
 LX2722                          STATION DESCRIPTION
 LX2722
 LX2722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2722'0.2 KM (0.1 MI) NORTH FROM CHESHIRE.
 LX2722'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2722'STATE HIGHWAY 42 IN CHESHIRE TO THE MARK ON THE LEFT, ACROSS THE
 LX2722'HIGHWAY FROM A ONE STORY FRAME HOUSE, NUMBER 1764, ALSO 1.8 KM (1.1
 LX2722'MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE HIGHWAYS
 LX2722'68 AND 70 IN CHESHIRE, 8.84 METERS (29.0 FT) WEST OF THE CENTERLINE OF
 LX2722'THE HIGHWAYS, 27.89 METERS (91.5 FT) SOUTH OF UTILITY POLE 3154 WITH
 LX2722'TRANSFORMER AND ONE GUY WIRE, 18.35 METERS (60.2 FT) NORTH OF UTILITY
 LX2722'POLE 3156 WITH STREET LAMP AND TWO GUY WIRES, 0.12 METER (0.4 FT) EAST
 LX2722'OF THE EAST EDGE OF A CONCRETE SIDEWALK.
 LX2722'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2669 ***********************************************************************
 LX2669  DESIGNATION -  5849
 LX2669  PID         -  LX2669
 LX2669  STATE/COUNTY-  CT/LITCHFIELD
 LX2669  USGS QUAD   -  CORNWALL (1984)
 LX2669
 LX2669                         *CURRENT SURVEY CONTROL
 LX2669  ___________________________________________________________________
 LX2669* NAD 83(1986)-  41 50 09.     (N)    073 16 14.     (W)     SCALED    
 LX2669* NAVD 88     -       390.935  (meters)    1282.59   (feet)  ADJUSTED  
 LX2669  ___________________________________________________________________
 LX2669  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2669  DYNAMIC HT  -         390.790 (meters)    1282.12  (feet)  COMP
 LX2669  MODELED GRAV-     980,240.6   (mgal)                       NAVD 88
 LX2669
 LX2669  VERT ORDER  -  FIRST     CLASS II
 LX2669
 LX2669.The horizontal coordinates were scaled from a topographic map and have
 LX2669.an estimated accuracy of +/- 6 seconds.
 LX2669
 LX2669.The orthometric height was determined by differential leveling
 LX2669.and adjusted by the National Geodetic Survey in June 1991..
 LX2669
 LX2669.The geoid height was determined by GEOID03.
 LX2669
 LX2669.The dynamic height is computed by dividing the NAVD 88
 LX2669.geopotential number by the normal gravity value computed on the
 LX2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2669.degrees latitude (g = 980.6199 gals.).
 LX2669
 LX2669.The modeled gravity was interpolated from observed gravity values.
 LX2669
 LX2669;                    North         East    Units  Estimated Accuracy
 LX2669;SPC CT       -   263,870.      261,560.      MT  (+/- 180 meters Scaled)
 LX2669
 LX2669                          SUPERSEDED SURVEY CONTROL
 LX2669
 LX2669.No superseded survey control is available for this station.
 LX2669
 LX2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM435329(NAD 83)
 LX2669_MARKER: DD = SURVEY DISK
 LX2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2669_SP_SET: CONCRETE POST
 LX2669_STAMPING: 5849
 LX2669_MARK LOGO: CTGS  
 LX2669_PROJECTION: FLUSH
 LX2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2669+STABILITY: SURFACE MOTION
 LX2669
 LX2669  HISTORY     - Date     Condition        Report By
 LX2669  HISTORY     - UNK      MONUMENTED       CTGS
 LX2669  HISTORY     - 1985     GOOD             NGS
 LX2669
 LX2669                          STATION DESCRIPTION
 LX2669
 LX2669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2669'4.5 KM (2.8 MI) WNW FROM GOSHEN.
 LX2669'4.5 KM (2.8 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 LX2669'OF STATE HIGHWAY 63 IN GOSHEN TO THE MARK ON THE RIGHT, 8.07 METERS
 LX2669'(26.5 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20.23 METERS
 LX2669'(66.4 FT) WEST OF THE WEST CORNER OF A TWO-STORY FRAME HOUSE,
 LX2669'14.04 METERS (46.0 FT) SOUTHEAST OF THE EXTENDED CENTER LINE OF ALLEN
 LX2669'ROAD, 5.18 METERS (17.0 FT) EAST-SOUTHEAST OF THE SOUTH CORNER OF A
 LX2669'METAL CATCH BASIN.
 LX2669'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2668 ***********************************************************************
 LX2668  DESIGNATION -  5850
 LX2668  PID         -  LX2668
 LX2668  STATE/COUNTY-  CT/LITCHFIELD
 LX2668  USGS QUAD   -  CORNWALL (1984)
 LX2668
 LX2668                         *CURRENT SURVEY CONTROL
 LX2668  ___________________________________________________________________
 LX2668* NAD 83(1986)-  41 50 12.     (N)    073 16 22.     (W)     SCALED    
 LX2668* NAVD 88     -       399.880  (meters)    1311.94   (feet)  ADJUSTED  
 LX2668  ___________________________________________________________________
 LX2668  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2668  DYNAMIC HT  -         399.733 (meters)    1311.46  (feet)  COMP
 LX2668  MODELED GRAV-     980,240.9   (mgal)                       NAVD 88
 LX2668
 LX2668  VERT ORDER  -  FIRST     CLASS II
 LX2668
 LX2668.The horizontal coordinates were scaled from a topographic map and have
 LX2668.an estimated accuracy of +/- 6 seconds.
 LX2668
 LX2668.The orthometric height was determined by differential leveling
 LX2668.and adjusted by the National Geodetic Survey in June 1991..
 LX2668
 LX2668.The geoid height was determined by GEOID03.
 LX2668
 LX2668.The dynamic height is computed by dividing the NAVD 88
 LX2668.geopotential number by the normal gravity value computed on the
 LX2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2668.degrees latitude (g = 980.6199 gals.).
 LX2668
 LX2668.The modeled gravity was interpolated from observed gravity values.
 LX2668
 LX2668;                    North         East    Units  Estimated Accuracy
 LX2668;SPC CT       -   263,960.      261,380.      MT  (+/- 180 meters Scaled)
 LX2668
 LX2668                          SUPERSEDED SURVEY CONTROL
 LX2668
 LX2668.No superseded survey control is available for this station.
 LX2668
 LX2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM434330(NAD 83)
 LX2668_MARKER: DD = SURVEY DISK
 LX2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2668_SP_SET: CONCRETE POST
 LX2668_STAMPING: 5850
 LX2668_MARK LOGO: CTGS  
 LX2668_PROJECTION: FLUSH
 LX2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2668+STABILITY: SURFACE MOTION
 LX2668
 LX2668  HISTORY     - Date     Condition        Report By
 LX2668  HISTORY     - UNK      MONUMENTED       CTGS
 LX2668  HISTORY     - 1985     GOOD             NGS
 LX2668
 LX2668                          STATION DESCRIPTION
 LX2668
 LX2668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2668'4.7 KM (2.9 MI) WNW FROM GOSHEN.
 LX2668'4.7 KM (2.9 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 LX2668'OF STATE HIGHWAY 63 IN GOSHEN TO THE MARK ON THE LEFT, 6.55 METERS
 LX2668'(21.5 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15.54 METERS
 LX2668'(51.0 FT) NORTHWEST OF THE CENTER OF THE GRAVEL DRIVE OF HOUSE NUMBER
 LX2668'252, 25.84 METERS (84.8 FT) SOUTHEAST OF POWER POLE NUMBER 32935.
 LX2668'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2668'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2624 ***********************************************************************
 LX2624  DESIGNATION -  5857
 LX2624  PID         -  LX2624
 LX2624  STATE/COUNTY-  CT/LITCHFIELD
 LX2624  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2624
 LX2624                         *CURRENT SURVEY CONTROL
 LX2624  ___________________________________________________________________
 LX2624* NAD 83(1986)-  41 45 01.     (N)    073 11 10.     (W)     SCALED    
 LX2624* NAVD 88     -       319.934  (meters)    1049.65   (feet)  ADJUSTED  
 LX2624  ___________________________________________________________________
 LX2624  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2624  DYNAMIC HT  -         319.824 (meters)    1049.29  (feet)  COMP
 LX2624  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 LX2624
 LX2624  VERT ORDER  -  FIRST     CLASS II
 LX2624
 LX2624.The horizontal coordinates were scaled from a topographic map and have
 LX2624.an estimated accuracy of +/- 6 seconds.
 LX2624
 LX2624.The orthometric height was determined by differential leveling
 LX2624.and adjusted by the National Geodetic Survey in June 1991..
 LX2624
 LX2624.The geoid height was determined by GEOID03.
 LX2624
 LX2624.The dynamic height is computed by dividing the NAVD 88
 LX2624.geopotential number by the normal gravity value computed on the
 LX2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2624.degrees latitude (g = 980.6199 gals.).
 LX2624
 LX2624.The modeled gravity was interpolated from observed gravity values.
 LX2624
 LX2624;                    North         East    Units  Estimated Accuracy
 LX2624;SPC CT       -   254,330.      268,530.      MT  (+/- 180 meters Scaled)
 LX2624
 LX2624                          SUPERSEDED SURVEY CONTROL
 LX2624
 LX2624.No superseded survey control is available for this station.
 LX2624
 LX2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM508236(NAD 83)
 LX2624_MARKER: DD = SURVEY DISK
 LX2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2624_SP_SET: CONCRETE POST
 LX2624_STAMPING: 5857
 LX2624_MARK LOGO: CTGS  
 LX2624_PROJECTION: FLUSH
 LX2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2624+STABILITY: SURFACE MOTION
 LX2624
 LX2624  HISTORY     - Date     Condition        Report By
 LX2624  HISTORY     - UNK      MONUMENTED       CTGS
 LX2624  HISTORY     - 1985     GOOD             NGS
 LX2624
 LX2624                          STATION DESCRIPTION
 LX2624
 LX2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2624'0.6 KM (0.35 MI) NE FROM LITCHFIELD.
 LX2624'0.6 KM (0.35 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2624'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE MARK ON THE LEFT, 9.2
 LX2624'METERS (30.3 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 14.2
 LX2624'METERS (46.8 FT) SOUTHWEST OF POWER POLE NUMBER 210, 8.0 METERS (26.5
 LX2624'FT) NORTHEAST OF THE CENTER OF A DRIVEWAY.
 LX2624'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2623 ***********************************************************************
 LX2623  DESIGNATION -  5858
 LX2623  PID         -  LX2623
 LX2623  STATE/COUNTY-  CT/LITCHFIELD
 LX2623  USGS QUAD   -  LITCHFIELD (1984)
 LX2623
 LX2623                         *CURRENT SURVEY CONTROL
 LX2623  ___________________________________________________________________
 LX2623* NAD 83(1986)-  41 44 50.     (N)    073 11 18.     (W)     SCALED    
 LX2623* NAVD 88     -       330.248  (meters)    1083.49   (feet)  ADJUSTED  
 LX2623  ___________________________________________________________________
 LX2623  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2623  DYNAMIC HT  -         330.135 (meters)    1083.12  (feet)  COMP
 LX2623  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX2623
 LX2623  VERT ORDER  -  FIRST     CLASS II
 LX2623
 LX2623.The horizontal coordinates were scaled from a topographic map and have
 LX2623.an estimated accuracy of +/- 6 seconds.
 LX2623
 LX2623.The orthometric height was determined by differential leveling
 LX2623.and adjusted by the National Geodetic Survey in June 1991..
 LX2623
 LX2623.The geoid height was determined by GEOID03.
 LX2623
 LX2623.The dynamic height is computed by dividing the NAVD 88
 LX2623.geopotential number by the normal gravity value computed on the
 LX2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2623.degrees latitude (g = 980.6199 gals.).
 LX2623
 LX2623.The modeled gravity was interpolated from observed gravity values.
 LX2623
 LX2623;                    North         East    Units  Estimated Accuracy
 LX2623;SPC CT       -   253,990.      268,340.      MT  (+/- 180 meters Scaled)
 LX2623
 LX2623                          SUPERSEDED SURVEY CONTROL
 LX2623
 LX2623.No superseded survey control is available for this station.
 LX2623
 LX2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM506232(NAD 83)
 LX2623_MARKER: DD = SURVEY DISK
 LX2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2623_SP_SET: CONCRETE POST
 LX2623_STAMPING: 5858
 LX2623_MARK LOGO: CTGS  
 LX2623_PROJECTION: RECESSED 3 CENTIMETERS
 LX2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2623+STABILITY: SURFACE MOTION
 LX2623
 LX2623  HISTORY     - Date     Condition        Report By
 LX2623  HISTORY     - UNK      MONUMENTED       CTGS
 LX2623  HISTORY     - 1985     GOOD             NGS
 LX2623
 LX2623                          STATION DESCRIPTION
 LX2623
 LX2623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2623'IN LITCHFIELD.
 LX2623'IN LITCHFIELD, IN FRONT OF THE FIRST CONGREGATIONAL CHURCH, 6.7 METERS
 LX2623'(22.0 FT) NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 202, 19.5
 LX2623'METERS (64.1 FT) SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH, 4.9
 LX2623'METERS (16.2 FT) SOUTH FROM THE CENTER OF A FIRE HYDRANT.
 LX2623'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2626 ***********************************************************************
 LX2626  DESIGNATION -  5859
 LX2626  PID         -  LX2626
 LX2626  STATE/COUNTY-  CT/LITCHFIELD
 LX2626  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2626
 LX2626                         *CURRENT SURVEY CONTROL
 LX2626  ___________________________________________________________________
 LX2626* NAD 83(1986)-  41 45 48.     (N)    073 10 42.     (W)     SCALED    
 LX2626* NAVD 88     -       336.911  (meters)    1105.35   (feet)  ADJUSTED  
 LX2626  ___________________________________________________________________
 LX2626  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2626  DYNAMIC HT  -         336.796 (meters)    1104.97  (feet)  COMP
 LX2626  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 LX2626
 LX2626  VERT ORDER  -  FIRST     CLASS II
 LX2626
 LX2626.The horizontal coordinates were scaled from a topographic map and have
 LX2626.an estimated accuracy of +/- 6 seconds.
 LX2626
 LX2626.The orthometric height was determined by differential leveling
 LX2626.and adjusted by the National Geodetic Survey in June 1991..
 LX2626
 LX2626.The geoid height was determined by GEOID03.
 LX2626
 LX2626.The dynamic height is computed by dividing the NAVD 88
 LX2626.geopotential number by the normal gravity value computed on the
 LX2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2626.degrees latitude (g = 980.6199 gals.).
 LX2626
 LX2626.The modeled gravity was interpolated from observed gravity values.
 LX2626
 LX2626;                    North         East    Units  Estimated Accuracy
 LX2626;SPC CT       -   255,770.      269,180.      MT  (+/- 180 meters Scaled)
 LX2626
 LX2626                          SUPERSEDED SURVEY CONTROL
 LX2626
 LX2626.No superseded survey control is available for this station.
 LX2626
 LX2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM514251(NAD 83)
 LX2626_MARKER: DD = SURVEY DISK
 LX2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2626_SP_SET: CONCRETE POST
 LX2626_STAMPING: 5859
 LX2626_MARK LOGO: CTGS  
 LX2626_PROJECTION: RECESSED 18 CENTIMETERS
 LX2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2626+STABILITY: SURFACE MOTION
 LX2626
 LX2626  HISTORY     - Date     Condition        Report By
 LX2626  HISTORY     - UNK      MONUMENTED       CTGS
 LX2626  HISTORY     - 1985     GOOD             NGS
 LX2626
 LX2626                          STATION DESCRIPTION
 LX2626
 LX2626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2626'2.1 KM (1.3 MI) NE FROM LITCHFIELD.
 LX2626'2.1 KM (1.3 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2626'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE MARK ON THE RIGHT, 8.2
 LX2626'METERS (27.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2.2
 LX2626'METERS (7.4 FT) EAST OF POWER POLE NUMBER 170.
 LX2626'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2400 ***********************************************************************
 LX2400  DESIGNATION -  5887
 LX2400  PID         -  LX2400
 LX2400  STATE/COUNTY-  CT/NEW HAVEN
 LX2400  USGS QUAD   -  WOODBURY (1984)
 LX2400
 LX2400                         *CURRENT SURVEY CONTROL
 LX2400  ___________________________________________________________________
 LX2400* NAD 83(1986)-  41 30 24.     (N)    073 08 28.     (W)     SCALED    
 LX2400* NAVD 88     -       213.099  (meters)     699.14   (feet)  ADJUSTED  
 LX2400  ___________________________________________________________________
 LX2400  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2400  DYNAMIC HT  -         213.028 (meters)     698.91  (feet)  COMP
 LX2400  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LX2400
 LX2400  VERT ORDER  -  FIRST     CLASS II
 LX2400
 LX2400.The horizontal coordinates were scaled from a topographic map and have
 LX2400.an estimated accuracy of +/- 6 seconds.
 LX2400
 LX2400.The orthometric height was determined by differential leveling
 LX2400.and adjusted by the National Geodetic Survey in June 1991..
 LX2400
 LX2400.The geoid height was determined by GEOID03.
 LX2400
 LX2400.The dynamic height is computed by dividing the NAVD 88
 LX2400.geopotential number by the normal gravity value computed on the
 LX2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2400.degrees latitude (g = 980.6199 gals.).
 LX2400
 LX2400.The modeled gravity was interpolated from observed gravity values.
 LX2400
 LX2400;                    North         East    Units  Estimated Accuracy
 LX2400;SPC CT       -   227,250.      272,150.      MT  (+/- 180 meters Scaled)
 LX2400
 LX2400                          SUPERSEDED SURVEY CONTROL
 LX2400
 LX2400.No superseded survey control is available for this station.
 LX2400
 LX2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL551966(NAD 83)
 LX2400_MARKER: DD = SURVEY DISK
 LX2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2400_SP_SET: CONCRETE POST
 LX2400_STAMPING: 5887
 LX2400_MARK LOGO: CTGS  
 LX2400_PROJECTION: RECESSED 5 CENTIMETERS
 LX2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2400+STABILITY: SURFACE MOTION
 LX2400
 LX2400  HISTORY     - Date     Condition        Report By
 LX2400  HISTORY     - 1981     MONUMENTED       CTGS
 LX2400  HISTORY     - 1985     GOOD             NGS
 LX2400
 LX2400                          STATION DESCRIPTION
 LX2400
 LX2400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2400'IN MIDDLEBURY.
 LX2400'IN MIDDLEBURY, 0.3 KM (0.2 MI) NORTHWEST ALONG CHRISTIAN ROAD FROM THE
 LX2400'JUNCTION OF LOCKWOOD ROAD TO THE MARK ON THE RIGHT, NEAR THE SOUTHEAST
 LX2400'END OF THE CHRISTIAN ROAD OVERPASS OVER INTERSTATE 84, 6.10 METERS
 LX2400'(20.0 FT) EAST OF THE CENTER OF CHRISTIAN ROAD, 45.11 METERS
 LX2400'(148.0 FT) NORTH OF THE CENTER OF HIGHLAND DRIVE, 1.00 METER (3.3 FT)
 LX2400'SOUTH OF UTILITY POLE 6806 WITH TRANSFORMER AND GUY WIRE.
 LX2400'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2400'THE MARK IS 0.30 M ABOVE CHRISTIAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2401 ***********************************************************************
 LX2401  DESIGNATION -  5888
 LX2401  PID         -  LX2401
 LX2401  STATE/COUNTY-  CT/NEW HAVEN
 LX2401  USGS QUAD   -  WOODBURY (1984)
 LX2401
 LX2401                         *CURRENT SURVEY CONTROL
 LX2401  ___________________________________________________________________
 LX2401* NAD 83(1986)-  41 30 16.     (N)    073 08 23.     (W)     SCALED    
 LX2401* NAVD 88     -       215.767  (meters)     707.90   (feet)  ADJUSTED  
 LX2401  ___________________________________________________________________
 LX2401  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2401  DYNAMIC HT  -         215.695 (meters)     707.66  (feet)  COMP
 LX2401  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX2401
 LX2401  VERT ORDER  -  FIRST     CLASS II
 LX2401
 LX2401.The horizontal coordinates were scaled from a topographic map and have
 LX2401.an estimated accuracy of +/- 6 seconds.
 LX2401
 LX2401.The orthometric height was determined by differential leveling
 LX2401.and adjusted by the National Geodetic Survey in June 1991..
 LX2401
 LX2401.The geoid height was determined by GEOID03.
 LX2401
 LX2401.The dynamic height is computed by dividing the NAVD 88
 LX2401.geopotential number by the normal gravity value computed on the
 LX2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2401.degrees latitude (g = 980.6199 gals.).
 LX2401
 LX2401.The modeled gravity was interpolated from observed gravity values.
 LX2401
 LX2401;                    North         East    Units  Estimated Accuracy
 LX2401;SPC CT       -   227,010.      272,260.      MT  (+/- 180 meters Scaled)
 LX2401
 LX2401                          SUPERSEDED SURVEY CONTROL
 LX2401
 LX2401.No superseded survey control is available for this station.
 LX2401
 LX2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL552964(NAD 83)
 LX2401_MARKER: DD = SURVEY DISK
 LX2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2401_SP_SET: CONCRETE POST
 LX2401_STAMPING: 5888
 LX2401_MARK LOGO: CTGS  
 LX2401_PROJECTION: FLUSH
 LX2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2401+STABILITY: SURFACE MOTION
 LX2401
 LX2401  HISTORY     - Date     Condition        Report By
 LX2401  HISTORY     - 1981     MONUMENTED       CTGS
 LX2401  HISTORY     - 1985     GOOD             NGS
 LX2401
 LX2401                          STATION DESCRIPTION
 LX2401
 LX2401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2401'IN MIDDLEBURY.
 LX2401'IN MIDDLEBURY, 0.6 KM (0.4 MI) SOUTHEAST ALONG CHRISTIAN ROAD FROM THE
 LX2401'INTERSECTION OF STATE HIGHWAY 188 TO THE MARK ON THE LEFT, AT THE
 LX2401'JUNCTION OF LOCKWOOD ROAD, IN A SMALL GRASS ISLAND, 3.81 METERS (12.5
 LX2401'FT) EAST OF THE CENTER OF CHRISTIAN ROAD, 22.46 METERS (73.7 FT)
 LX2401'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE AND A HALF STORY
 LX2401'FRAME HOUSE 832, 17.68 METERS (58.0 FT) NORTH-NORTHEAST OF UTILITY
 LX2401'POLE 59741 WITH FOUR GUY WIRES, 9.60 METERS (31.5 FT) NORTH OF THE
 LX2401'EXTENDED CENTER OF LOCKWOOD ROAD, 1.71 METERS (5.6 FT) SOUTH-SOUTHEAST
 LX2401'OF A SIGN (CHRISTIAN ROAD - LOCKWOOD ROAD.
 LX2401'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2401'THE MARK IS ABOVE LEVEL WITH CHRISTIAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2582 ***********************************************************************
 LX2582  DESIGNATION -  5892
 LX2582  PID         -  LX2582
 LX2582  STATE/COUNTY-  CT/LITCHFIELD
 LX2582  USGS QUAD   -  WOODBURY (1984)
 LX2582
 LX2582                         *CURRENT SURVEY CONTROL
 LX2582  ___________________________________________________________________
 LX2582* NAD 83(1986)-  41 31 55.     (N)    073 12 18.     (W)     SCALED    
 LX2582* NAVD 88     -        79.717  (meters)     261.54   (feet)  ADJUSTED  
 LX2582  ___________________________________________________________________
 LX2582  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2582  DYNAMIC HT  -          79.691 (meters)     261.45  (feet)  COMP
 LX2582  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LX2582
 LX2582  VERT ORDER  -  FIRST     CLASS II
 LX2582
 LX2582.The horizontal coordinates were scaled from a topographic map and have
 LX2582.an estimated accuracy of +/- 6 seconds.
 LX2582
 LX2582.The orthometric height was determined by differential leveling
 LX2582.and adjusted by the National Geodetic Survey in June 1991..
 LX2582
 LX2582.The geoid height was determined by GEOID03.
 LX2582
 LX2582.The dynamic height is computed by dividing the NAVD 88
 LX2582.geopotential number by the normal gravity value computed on the
 LX2582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2582.degrees latitude (g = 980.6199 gals.).
 LX2582
 LX2582.The modeled gravity was interpolated from observed gravity values.
 LX2582
 LX2582;                    North         East    Units  Estimated Accuracy
 LX2582;SPC CT       -   230,090.      266,830.      MT  (+/- 180 meters Scaled)
 LX2582
 LX2582                          SUPERSEDED SURVEY CONTROL
 LX2582
 LX2582.No superseded survey control is available for this station.
 LX2582
 LX2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL497993(NAD 83)
 LX2582_MARKER: DD = SURVEY DISK
 LX2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2582_SP_SET: CONCRETE POST
 LX2582_STAMPING: 5892
 LX2582_MARK LOGO: CTGS  
 LX2582_PROJECTION: FLUSH
 LX2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2582+STABILITY: SURFACE MOTION
 LX2582
 LX2582  HISTORY     - Date     Condition        Report By
 LX2582  HISTORY     - UNK      MONUMENTED       CTGS
 LX2582  HISTORY     - 1985     GOOD             NGS
 LX2582
 LX2582                          STATION DESCRIPTION
 LX2582
 LX2582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2582'0.5 KM (0.3 MI) NW FROM WOODBURY.
 LX2582'0.5 KM (0.3 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LX2582'STATE HIGHWAY 64 IN WOODBURY TO THE MARK ON THE RIGHT, AT THE JUNCTION
 LX2582'OF OLD SHERMAN HILL ROAD, 8.38 METERS (27.5 FT) WEST OF THE CENTERLINE
 LX2582'OF THE HIGHWAY, 31.70 METERS (104.0 FT) NORTH OF THE CENTERLINE OF OLD
 LX2582'SHERMAN ROAD.
 LX2582'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2582'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2581 ***********************************************************************
 LX2581  DESIGNATION -  5893
 LX2581  PID         -  LX2581
 LX2581  STATE/COUNTY-  CT/LITCHFIELD
 LX2581  USGS QUAD   -  WOODBURY (1984)
 LX2581
 LX2581                         *CURRENT SURVEY CONTROL
 LX2581  ___________________________________________________________________
 LX2581* NAD 83(1986)-  41 32 05.     (N)    073 12 25.     (W)     SCALED    
 LX2581* NAVD 88     -        82.393  (meters)     270.32   (feet)  ADJUSTED  
 LX2581  ___________________________________________________________________
 LX2581  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2581  DYNAMIC HT  -          82.366 (meters)     270.23  (feet)  COMP
 LX2581  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 LX2581
 LX2581  VERT ORDER  -  FIRST     CLASS II
 LX2581
 LX2581.The horizontal coordinates were scaled from a topographic map and have
 LX2581.an estimated accuracy of +/- 6 seconds.
 LX2581
 LX2581.The orthometric height was determined by differential leveling
 LX2581.and adjusted by the National Geodetic Survey in June 1991..
 LX2581
 LX2581.The geoid height was determined by GEOID03.
 LX2581
 LX2581.The dynamic height is computed by dividing the NAVD 88
 LX2581.geopotential number by the normal gravity value computed on the
 LX2581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2581.degrees latitude (g = 980.6199 gals.).
 LX2581
 LX2581.The modeled gravity was interpolated from observed gravity values.
 LX2581
 LX2581;                    North         East    Units  Estimated Accuracy
 LX2581;SPC CT       -   230,400.      266,670.      MT  (+/- 180 meters Scaled)
 LX2581
 LX2581                          SUPERSEDED SURVEY CONTROL
 LX2581
 LX2581.No superseded survey control is available for this station.
 LX2581
 LX2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL495996(NAD 83)
 LX2581_MARKER: DD = SURVEY DISK
 LX2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2581_SP_SET: CONCRETE POST
 LX2581_STAMPING: 5893
 LX2581_MARK LOGO: CTGS  
 LX2581_PROJECTION: FLUSH
 LX2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2581+STABILITY: SURFACE MOTION
 LX2581
 LX2581  HISTORY     - Date     Condition        Report By
 LX2581  HISTORY     - UNK      MONUMENTED       CTGS
 LX2581  HISTORY     - 1985     GOOD             NGS
 LX2581
 LX2581                          STATION DESCRIPTION
 LX2581
 LX2581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2581'1.9 KM (1.15 MI) SW FROM WOODBURY.
 LX2581'1.9 KM (1.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LX2581'STATE HIGHWAY 47 IN WOODBURY TO THE MARK ON THE RIGHT, ALSO 0.8 KM
 LX2581'(0.5 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCITON OF STATE
 LX2581'HIGHWAY 64 IN WOODBURY, 5.49 METERS (18.0 FT) WEST OF THE CENTERLINE
 LX2581'OF THE HIGHWAY, 12.50 METERS (41.0 FT) SOUTH OF UTILITY POLE W394 WITH
 LX2581'STREET LAMP, 10.97 METERS (36.0 FT) SOUTHEAST OF A 91-CM (36-INCH)
 LX2581'MAPLE TREE, 0.91 METER (3.0 FT) WEST OF THE WEST CURB OF THE HIGHWAY.
 LX2581'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2583 ***********************************************************************
 LX2583  DESIGNATION -  5894
 LX2583  PID         -  LX2583
 LX2583  STATE/COUNTY-  CT/LITCHFIELD
 LX2583  USGS QUAD   -  WOODBURY (1984)
 LX2583
 LX2583                         *CURRENT SURVEY CONTROL
 LX2583  ___________________________________________________________________
 LX2583* NAD 83(1986)-  41 31 48.     (N)    073 12 17.     (W)     SCALED    
 LX2583* NAVD 88     -        79.842  (meters)     261.95   (feet)  ADJUSTED  
 LX2583  ___________________________________________________________________
 LX2583  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2583  DYNAMIC HT  -          79.816 (meters)     261.86  (feet)  COMP
 LX2583  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 LX2583
 LX2583  VERT ORDER  -  FIRST     CLASS II
 LX2583
 LX2583.The horizontal coordinates were scaled from a topographic map and have
 LX2583.an estimated accuracy of +/- 6 seconds.
 LX2583
 LX2583.The orthometric height was determined by differential leveling
 LX2583.and adjusted by the National Geodetic Survey in June 1991..
 LX2583
 LX2583.The geoid height was determined by GEOID03.
 LX2583
 LX2583.The dynamic height is computed by dividing the NAVD 88
 LX2583.geopotential number by the normal gravity value computed on the
 LX2583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2583.degrees latitude (g = 980.6199 gals.).
 LX2583
 LX2583.The modeled gravity was interpolated from observed gravity values.
 LX2583
 LX2583;                    North         East    Units  Estimated Accuracy
 LX2583;SPC CT       -   229,870.      266,850.      MT  (+/- 180 meters Scaled)
 LX2583
 LX2583                          SUPERSEDED SURVEY CONTROL
 LX2583
 LX2583.No superseded survey control is available for this station.
 LX2583
 LX2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL497991(NAD 83)
 LX2583_MARKER: DD = SURVEY DISK
 LX2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2583_SP_SET: CONCRETE POST
 LX2583_STAMPING: 5894
 LX2583_MARK LOGO: CTGS  
 LX2583_PROJECTION: FLUSH
 LX2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2583+STABILITY: SURFACE MOTION
 LX2583
 LX2583  HISTORY     - Date     Condition        Report By
 LX2583  HISTORY     - UNK      MONUMENTED       CTGS
 LX2583  HISTORY     - 1985     GOOD             NGS
 LX2583
 LX2583                          STATION DESCRIPTION
 LX2583
 LX2583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2583'0.3 KM (0.2 MI) NW FROM WOODBURY.
 LX2583'0.3 KM (0.2 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LX2583'STATE HIGHWAY 64 IN WOODBURY TO THE MARK ON THE LEFT, NEAR AN AMOCO
 LX2583'SERVICE STATION, 6.10 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE
 LX2583'HIGHWAY, 5.49 METERS (18.0 FT) SOUTH OF UTILITY POLE 378-1/2,
 LX2583'20.6 METERS (76.6 FT) NORTH OF A HIGHWAY SIGN (JCT 64).
 LX2583'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2503 ***********************************************************************
 LX2503  DESIGNATION -  5895
 LX2503  PID         -  LX2503
 LX2503  STATE/COUNTY-  CT/NEW HAVEN
 LX2503  USGS QUAD   -  NAUGATUCK (1984)
 LX2503
 LX2503                         *CURRENT SURVEY CONTROL
 LX2503  ___________________________________________________________________
 LX2503* NAD 83(1996)-  41 29 39.     (N)    073 03 02.     (W)     SCALED    
 LX2503* NAVD 88     -        63.688  (meters)     208.95   (feet)  ADJUSTED  
 LX2503  ___________________________________________________________________
 LX2503  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX2503  DYNAMIC HT  -          63.667 (meters)     208.88  (feet)  COMP
 LX2503  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 LX2503
 LX2503  VERT ORDER  -  FIRST     CLASS II
 LX2503
 LX2503.The horizontal coordinates were scaled from a topographic map and have
 LX2503.an estimated accuracy of +/- 6 seconds.
 LX2503
 LX2503.The orthometric height was determined by differential leveling
 LX2503.and adjusted by the National Geodetic Survey in June 1991..
 LX2503
 LX2503.The geoid height was determined by GEOID03.
 LX2503
 LX2503.The dynamic height is computed by dividing the NAVD 88
 LX2503.geopotential number by the normal gravity value computed on the
 LX2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2503.degrees latitude (g = 980.6199 gals.).
 LX2503
 LX2503.The modeled gravity was interpolated from observed gravity values.
 LX2503
 LX2503;                    North         East    Units  Estimated Accuracy
 LX2503;SPC CT       -   225,840.      279,700.      MT  (+/- 180 meters Scaled)
 LX2503
 LX2503                          SUPERSEDED SURVEY CONTROL
 LX2503
 LX2503  NGVD 29 (01/16/90)   63.7    (m)          209.     (f) VERT ANG       
 LX2503
 LX2503.Superseded values are not recommended for survey control.
 LX2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2503.See file dsdata.txt to determine how the superseded data were derived.
 LX2503
 LX2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL627954(NAD 83)
 LX2503_MARKER: DD = SURVEY DISK
 LX2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2503_SP_SET: CONCRETE POST
 LX2503_STAMPING: 5895
 LX2503_MARK LOGO: CTGS  
 LX2503_PROJECTION: FLUSH
 LX2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2503+STABILITY: SURFACE MOTION
 LX2503
 LX2503  HISTORY     - Date     Condition        Report By
 LX2503  HISTORY     - 1982     MONUMENTED       CTGS
 LX2503  HISTORY     - 1985     GOOD             NGS
 LX2503  HISTORY     - 19910504 GOOD             USPSQD
 LX2503  HISTORY     - 19971018 GOOD             USPSQD
 LX2503
 LX2503                          STATION DESCRIPTION
 LX2503
 LX2503'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982 (AJK)
 LX2503'THE STATION IS LOCATED ABOUT 8.9 KM (5.50 MI) NORTHWEST OF BETHANY
 LX2503'7.2 KM (4.5 MI) SOUTH OF WATERBURY AND 6.0 KM (3.75 MI) SOUTHWEST
 LX2503'OF PROSPECT.
 LX2503'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX2503'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX2503'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2503'
 LX2503'TO REACH THE STATION FROM NAUGATUCK AT THE INTERSECTION OF
 LX2503'CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL HIGHWAY) AND
 LX2503'CONNECTICUT ROUTE 63 PROCEED NORTHERLY ALONG CONNECTICUT
 LX2503'ROUTE 8 FOR 1.0 KM (0.61 MI) TO THE STATION ON THE RIGHT.
 LX2503'
 LX2503'THE STATION IS A STANDARD CTGS DISK
 LX2503'STAMPED---5895---,
 LX2503'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2503'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2503'44.71 METERS (146.7 FT) SOUTH FROM THE SOUTHERLY END OF A
 LX2503'CONCRETE BRIDGE RAIL,
 LX2503'9.1 METERS (30 FT) WEST FROM THE CENTERLINE OF EXIT 27 AND
 LX2503'8.8 METERS (29 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND
 LX2503'LANE OF CONNECTICUT ROUTE 8.
 LX2503'
 LX2503'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT,
 LX2503'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2503'SET INTO THE NORTHWEST CORNER OF A CONCRETE LIGHT POLE BASE.
 LX2503'IT IS LOCATED
 LX2503'6.19 METERS (20.3 FT) SOUTH FROM THE END POST OF A WIRE ROPE RAIL
 LX2503'AND
 LX2503'4.72 METERS (15.5 FT) EAST FROM THE CENTERLINE OF EXIT 27.
 LX2503'MARK IS BELOW STATION 0.6 METER.
 LX2503'
 LX2503'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT,
 LX2503'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2503'SET IN THE SOUTHEAST CORNER OF A CONCRETE LIGHT POLE BASE.
 LX2503'IT IS LOCATED
 LX2503'32.46 METERS (106.5 FT) SOUTH FROM THE SOUTHERLY END OF A
 LX2503'CONCRETE BRIDGE RAIL,
 LX2503'10.1 METERS (33 FT) WEST FROM THE CENTERLINE OF EXIT 27 AND
 LX2503'7.9 METERS (26 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND
 LX2503'LANE OF CONNECTICUT ROUTE 8.
 LX2503'MARK IS ABOVE STATION 0.2 METER.
 LX2503'
 LX2503'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON PIN
 LX2503'(NO STAMPING) 2 CM SQUARE AND 121 CM LONG.
 LX2503'THE TOP IS SET 3 CM BELOW THE SURFACE OF THE GROUND.
 LX2503'IT IS LOCATED
 LX2503'12.2 METERS (40 FT) EAST FROM THE CENTERLINE OF THE NORTHBOUND
 LX2503'LANE OF CONNECTICUT ROUTE 8,
 LX2503'11.55 METERS (37.9 FT) WEST-NORTHWEST FROM THE END POST OF A WIRE
 LX2503'ROPE RAIL ON THE EAST SIDE OF EXIT 27,
 LX2503'6.4 METERS (21 FT) WEST FROM THE CENTERLINE OF EXIT 27 AND
 LX2503'8.38 METERS (27.5 FT) SOUTHEAST FROM THE END POST OF A WIRE ROPE
 LX2503'RAIL ON THE EAST SIDE OF THE NORTHBOUND LANE OF CONNECTICUT ROUTE
 LX2503'8.
 LX2503'MARK IS BELOW STATION 0.4 METER.
 LX2503'
 LX2503'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2503'STAMPED---5896---,
 LX2503'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2503'FLUSH WITH GROUND.  IT IS LOCATED
 LX2503'6.7 METERS (22 FT) NORTHWEST FROM THE CENTERLINE OF NORTH MAIN
 LX2503'STREET,
 LX2503'7.47 METERS (24.5 FT) NORTHEAST FROM THE CENTERLINE OF CURTISS
 LX2503'COURT AND
 LX2503'1.55 METERS (5.1 FT) NORTHEAST FROM POWER POLE 64151.
 LX2503'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ALONG
 LX2503'EXIT 27 WHICH BECOMES NORTH MAIN STREET FOR 0.1 KM (0.08 MI) TO
 LX2503'THE AZIMUTH MARK ON THE LEFT ON THE CORNER OF CURTISS COURT.
 LX2503'
 LX2503'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX2503'STAMPED---5897---,
 LX2503'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2503'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2503'35.20 METERS (115.5 FT) NORTH FROM THE CENTERLINE OF MAPLE STREET,
 LX2503'6.56 METERS (21.5 FT) WEST FROM THE CENTERLINE OF EXIT 27 RAMP,
 LX2503'6.1 METERS (20 FT) SOUTHWEST FROM THE SOUTHERLY END OF A CONCRETE
 LX2503'BARRIER AND
 LX2503'0.9 METER (2.9 FT) WEST FROM A WIRE ROPE RAIL.
 LX2503'TO REACH AZIMUTH MARK FROM NAUGATUCK AT THE
 LX2503'INTERSECTION OF CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL
 LX2503'HIGHWAY) AND CONNECTICUT ROUTE 68 (PROSPECT STREET) PROCEED
 LX2503'SOUTHERLY ALONG CONNECTICUT ROUTE 8 FOR 1.2 KM (0.77 MI) TO AN
 LX2503'EXIT RAMP ON THE RIGHT.  BEAR RIGHT ON RAMP AND CONTINUE
 LX2503'SOUTHERLY FOR 0.3 KM (0.17 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 LX2503'
 LX2503'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX2503'
 LX2503'DESCRIBED BY S. MCCUSKER.
 LX2503
 LX2503                          STATION RECOVERY (1985)
 LX2503
 LX2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2503'IN UNION CITY.
 LX2503'IN UNION CITY, ALONG STATE HIGHWAY 8 AND THE NORTH BOUND EXIT RAMP OF
 LX2503'EXIT 27, 8.84 METERS (29.0 FT) EAST OF THE CENTERLINE OF THE NORTH
 LX2503'BOUND LANE OF THE HIGHWAY, 9.14 METERS (30.0 FT) WEST OF THE CENTER OF
 LX2503'THE EXIT RAMP, 44.71 METERS (146.7 FT) SOUTH OF THE SOUTHEAST CORNER
 LX2503'OF A BRIDGE OVER A PAVED ROAD.
 LX2503'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2503
 LX2503                          STATION RECOVERY (1991)
 LX2503
 LX2503'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2503'RECOVERED IN GOOD CONDITION.
 LX2503
 LX2503                          STATION RECOVERY (1997)
 LX2503
 LX2503'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2502 ***********************************************************************
 LX2502  DESIGNATION -  5896
 LX2502  PID         -  LX2502
 LX2502  STATE/COUNTY-  CT/NEW HAVEN
 LX2502  USGS QUAD   -  NAUGATUCK (1984)
 LX2502
 LX2502                         *CURRENT SURVEY CONTROL
 LX2502  ___________________________________________________________________
 LX2502* NAD 83(1986)-  41 29 45.     (N)    073 03 01.     (W)     SCALED    
 LX2502* NAVD 88     -        61.194  (meters)     200.77   (feet)  ADJUSTED  
 LX2502  ___________________________________________________________________
 LX2502  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX2502  DYNAMIC HT  -          61.174 (meters)     200.70  (feet)  COMP
 LX2502  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LX2502
 LX2502  VERT ORDER  -  FIRST     CLASS II
 LX2502
 LX2502.The horizontal coordinates were scaled from a topographic map and have
 LX2502.an estimated accuracy of +/- 6 seconds.
 LX2502
 LX2502.The orthometric height was determined by differential leveling
 LX2502.and adjusted by the National Geodetic Survey in June 1991..
 LX2502
 LX2502.The geoid height was determined by GEOID03.
 LX2502
 LX2502.The dynamic height is computed by dividing the NAVD 88
 LX2502.geopotential number by the normal gravity value computed on the
 LX2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2502.degrees latitude (g = 980.6199 gals.).
 LX2502
 LX2502.The modeled gravity was interpolated from observed gravity values.
 LX2502
 LX2502;                    North         East    Units  Estimated Accuracy
 LX2502;SPC CT       -   226,020.      279,730.      MT  (+/- 180 meters Scaled)
 LX2502
 LX2502                          SUPERSEDED SURVEY CONTROL
 LX2502
 LX2502.No superseded survey control is available for this station.
 LX2502
 LX2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL627956(NAD 83)
 LX2502_MARKER: DD = SURVEY DISK
 LX2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2502_SP_SET: CONCRETE POST
 LX2502_STAMPING: 5896
 LX2502_MARK LOGO: CTGS  
 LX2502_PROJECTION: FLUSH
 LX2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2502+STABILITY: SURFACE MOTION
 LX2502
 LX2502  HISTORY     - Date     Condition        Report By
 LX2502  HISTORY     - 1982     MONUMENTED       CTGS
 LX2502  HISTORY     - 1985     GOOD             NGS
 LX2502  HISTORY     - 19910504 GOOD             USPSQD
 LX2502  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 LX2502
 LX2502                          STATION DESCRIPTION
 LX2502
 LX2502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2502'IN UNION CITY.
 LX2502'IN UNION CITY, ALONG NORTH MAIN STREET, 6.71 METERS (22.0 FT)
 LX2502'WEST-NORTHWEST OF THE CENTERLINE OF NORTH MAIN STREET, 7.48 METERS
 LX2502'(24.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF CURTIS COURT, 1.55
 LX2502'METERS (5.1 FT) NORTHEAST OF UTILITY POLE 64151.
 LX2502'THE MARK IS 0.1 M ABOVE STREET.
 LX2502
 LX2502                          STATION RECOVERY (1991)
 LX2502
 LX2502'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2502'RECOVERED IN GOOD CONDITION.
 LX2502
 LX2502                          STATION RECOVERY (1997)
 LX2502
 LX2502'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2504 ***********************************************************************
 LX2504  DESIGNATION -  5897
 LX2504  PID         -  LX2504
 LX2504  STATE/COUNTY-  CT/NEW HAVEN
 LX2504  USGS QUAD   -  NAUGATUCK (1984)
 LX2504
 LX2504                         *CURRENT SURVEY CONTROL
 LX2504  ___________________________________________________________________
 LX2504* NAD 83(1986)-  41 29 24.     (N)    073 03 08.     (W)     SCALED    
 LX2504* NAVD 88     -        58.370  (meters)     191.50   (feet)  ADJUSTED  
 LX2504  ___________________________________________________________________
 LX2504  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2504  DYNAMIC HT  -          58.350 (meters)     191.44  (feet)  COMP
 LX2504  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 LX2504
 LX2504  VERT ORDER  -  FIRST     CLASS II
 LX2504
 LX2504.The horizontal coordinates were scaled from a topographic map and have
 LX2504.an estimated accuracy of +/- 6 seconds.
 LX2504
 LX2504.The orthometric height was determined by differential leveling
 LX2504.and adjusted by the National Geodetic Survey in June 1991..
 LX2504
 LX2504.The geoid height was determined by GEOID03.
 LX2504
 LX2504.The dynamic height is computed by dividing the NAVD 88
 LX2504.geopotential number by the normal gravity value computed on the
 LX2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2504.degrees latitude (g = 980.6199 gals.).
 LX2504
 LX2504.The modeled gravity was interpolated from observed gravity values.
 LX2504
 LX2504;                    North         East    Units  Estimated Accuracy
 LX2504;SPC CT       -   225,370.      279,560.      MT  (+/- 180 meters Scaled)
 LX2504
 LX2504                          SUPERSEDED SURVEY CONTROL
 LX2504
 LX2504.No superseded survey control is available for this station.
 LX2504
 LX2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL625949(NAD 83)
 LX2504_MARKER: DD = SURVEY DISK
 LX2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2504_SP_SET: CONCRETE POST
 LX2504_STAMPING: 5897
 LX2504_MARK LOGO: CTGS  
 LX2504_PROJECTION: FLUSH
 LX2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2504+STABILITY: SURFACE MOTION
 LX2504
 LX2504  HISTORY     - Date     Condition        Report By
 LX2504  HISTORY     - 1983     MONUMENTED       CTGS
 LX2504  HISTORY     - 1985     GOOD             NGS
 LX2504  HISTORY     - 19910504 GOOD             USPSQD
 LX2504
 LX2504                          STATION DESCRIPTION
 LX2504
 LX2504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2504'IN NAUGATUCK.
 LX2504'IN NAUGATUCK, IN THE NORTHWEST ANGLE OF THE JUNCTION OF STATE HIGHWAY
 LX2504'8 AND MAPLE STREET, 35.36 METERS (116.0 FT) NORTH OF THE CENTERLINE OF
 LX2504'MAPLE STREET, 6.71 METERS (22.0 FT) WEST OF THE CENTER OF THE SOUTH
 LX2504'BOUND EXIT RMAP OFF HIGHWAY 8, 19.02 METERS (62.4 FT) NORTH OF UTILITY
 LX2504'POLE 3180, 0.88 METER (2.9 FT) WEST OF A WIRE CABLE GUARD RAIL.
 LX2504'THE MARK IS ABOVE LEVEL WITH EXIT RAMP.
 LX2504
 LX2504                          STATION RECOVERY (1991)
 LX2504
 LX2504'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2759 ***********************************************************************
 LX2759  DESIGNATION -  59
 LX2759  PID         -  LX2759
 LX2759  STATE/COUNTY-  CT/HARTFORD
 LX2759  USGS QUAD   -  BRISTOL (1984)
 LX2759
 LX2759                         *CURRENT SURVEY CONTROL
 LX2759  ___________________________________________________________________
 LX2759* NAD 83(1986)-  41 42 18.     (N)    072 52 47.     (W)     SCALED    
 LX2759* NAVD 88     -        82.826  (meters)     271.74   (feet)  ADJUSTED  
 LX2759  ___________________________________________________________________
 LX2759  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX2759  DYNAMIC HT  -          82.802 (meters)     271.66  (feet)  COMP
 LX2759  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 LX2759
 LX2759  VERT ORDER  -  FIRST     CLASS II
 LX2759
 LX2759.The horizontal coordinates were scaled from a topographic map and have
 LX2759.an estimated accuracy of +/- 6 seconds.
 LX2759
 LX2759.The orthometric height was determined by differential leveling
 LX2759.and adjusted by the National Geodetic Survey in June 1991..
 LX2759
 LX2759.The geoid height was determined by GEOID03.
 LX2759
 LX2759.The dynamic height is computed by dividing the NAVD 88
 LX2759.geopotential number by the normal gravity value computed on the
 LX2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2759.degrees latitude (g = 980.6199 gals.).
 LX2759
 LX2759.The modeled gravity was interpolated from observed gravity values.
 LX2759
 LX2759;                    North         East    Units  Estimated Accuracy
 LX2759;SPC CT       -   249,220.      294,000.      MT  (+/- 180 meters Scaled)
 LX2759
 LX2759                          SUPERSEDED SURVEY CONTROL
 LX2759
 LX2759.No superseded survey control is available for this station.
 LX2759
 LX2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM764191(NAD 83)
 LX2759_MARKER: DD = SURVEY DISK
 LX2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2759_SP_SET: CONCRETE POST
 LX2759_STAMPING: 59
 LX2759_MARK LOGO: CTGS  
 LX2759_PROJECTION: RECESSED 15 CENTIMETERS
 LX2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2759+STABILITY: SURFACE MOTION
 LX2759
 LX2759  HISTORY     - Date     Condition        Report By
 LX2759  HISTORY     - 1957     MONUMENTED       CTGS
 LX2759  HISTORY     - 1985     GOOD             NGS
 LX2759
 LX2759                          STATION DESCRIPTION
 LX2759
 LX2759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2759'0.2 KM (0.1 MI) SOUTH FROM FARMINGTON.
 LX2759'0.2 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2759'U.S. HIGHWAY 6 IN FARMINGTON TO THE MARK ON THE RIGHT, OPPOSITE THE
 LX2759'DRIVE TO TUNXIS COMMUNITY COLLEGE, 5.58 METERS (18.3 FT) NORTHWEST OF
 LX2759'THE CENTERLINE OF THE HIGHWAY, 26.18 METERS (85.9 FT) NORTH-NORTHWEST
 LX2759'AND ACROSS THE HIGHWAY FROM UTILITY POLE 1799, 22.40 METERS (73.5 FT)
 LX2759'WEST AND ACROSS THE HIGHWAY FROM UTILITY POLE 8528 WITH A STREET LAMP,
 LX2759'13.72 METERS (45.0 FT) SOUTH OF THE EXTENDED CENTER OF THE DRIVE TO
 LX2759'THE COLLEGE.
 LX2759'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 LX2759'THE MARK IS 0.12 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2678 ***********************************************************************
 LX2678  DESIGNATION -  59 T OF TORRINGTON
 LX2678  PID         -  LX2678
 LX2678  STATE/COUNTY-  CT/LITCHFIELD
 LX2678  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2678
 LX2678                         *CURRENT SURVEY CONTROL
 LX2678  ___________________________________________________________________
 LX2678* NAD 83(1986)-  41 49 27.     (N)    073 10 24.     (W)     SCALED    
 LX2678* NAVD 88     -       321.653  (meters)    1055.29   (feet)  ADJUSTED  
 LX2678  ___________________________________________________________________
 LX2678  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2678  DYNAMIC HT  -         321.544 (meters)    1054.93  (feet)  COMP
 LX2678  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX2678
 LX2678  VERT ORDER  -  FIRST     CLASS II
 LX2678
 LX2678.The horizontal coordinates were scaled from a topographic map and have
 LX2678.an estimated accuracy of +/- 6 seconds.
 LX2678
 LX2678.The orthometric height was determined by differential leveling
 LX2678.and adjusted by the National Geodetic Survey in June 1991..
 LX2678
 LX2678.The geoid height was determined by GEOID03.
 LX2678
 LX2678.The dynamic height is computed by dividing the NAVD 88
 LX2678.geopotential number by the normal gravity value computed on the
 LX2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2678.degrees latitude (g = 980.6199 gals.).
 LX2678
 LX2678.The modeled gravity was interpolated from observed gravity values.
 LX2678
 LX2678;                    North         East    Units  Estimated Accuracy
 LX2678;SPC CT       -   262,530.      269,630.      MT  (+/- 180 meters Scaled)
 LX2678
 LX2678                          SUPERSEDED SURVEY CONTROL
 LX2678
 LX2678.No superseded survey control is available for this station.
 LX2678
 LX2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM516318(NAD 83)
 LX2678_MARKER: DD = SURVEY DISK
 LX2678_SETTING: 66 = SET IN ROCK OUTCROP
 LX2678_SP_SET: ROCK OUTCROP
 LX2678_STAMPING: 59
 LX2678_MARK LOGO: CTGS  
 LX2678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2678+STABILITY: POSITION/ELEVATION WELL
 LX2678
 LX2678  HISTORY     - Date     Condition        Report By
 LX2678  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2678  HISTORY     - 1985     GOOD             NGS
 LX2678
 LX2678                          STATION DESCRIPTION
 LX2678
 LX2678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2678'4.7 KM (2.9 MI) EAST FROM GOSHEN.
 LX2678'4.7 KM (2.95 MI) EAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF STATE
 LX2678'HIGHWAY 63 IN GOSHEN TO THE MARK ON THE RIGHT, IN TOP OF ROCK OUTCROP
 LX2678'IN THE FRONT LAWN OF HOUSE NUMBER 1121, ALSO 4.7 KM (2.95 MI) WEST
 LX2678'ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF MAIN STREET IN TORRINGTON,
 LX2678'10.05 METERS (33.0 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LX2678'22.55 METERS (74.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 LX2678'18.59 METERS (61.0 FT) EAST OF THE PAVED ENTRANCE DRIVE TO THE HOUSE,
 LX2678'2.13 METERS (7.0 FT) SOUTH-SOUTHWEST A 24-INCH MAPLE TREE.
 LX2678'THE MARK IS 3.74 METERS  SSW FROM  A WITNESS POST
 LX2678'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2859 ***********************************************************************
 LX2859  DESIGNATION -  5901
 LX2859  PID         -  LX2859
 LX2859  STATE/COUNTY-  CT/NEW HAVEN
 LX2859  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2859
 LX2859                         *CURRENT SURVEY CONTROL
 LX2859  ___________________________________________________________________
 LX2859* NAD 83(1996)-  41 23 30.     (N)    072 53 15.     (W)     SCALED    
 LX2859* NAVD 88     -        40.622  (meters)     133.27   (feet)  ADJUSTED  
 LX2859  ___________________________________________________________________
 LX2859  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2859  DYNAMIC HT  -          40.609 (meters)     133.23  (feet)  COMP
 LX2859  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX2859
 LX2859  VERT ORDER  -  FIRST     CLASS II
 LX2859
 LX2859.The horizontal coordinates were scaled from a topographic map and have
 LX2859.an estimated accuracy of +/- 6 seconds.
 LX2859
 LX2859.The orthometric height was determined by differential leveling
 LX2859.and adjusted by the National Geodetic Survey in June 1991..
 LX2859
 LX2859.The geoid height was determined by GEOID03.
 LX2859
 LX2859.The dynamic height is computed by dividing the NAVD 88
 LX2859.geopotential number by the normal gravity value computed on the
 LX2859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2859.degrees latitude (g = 980.6199 gals.).
 LX2859
 LX2859.The modeled gravity was interpolated from observed gravity values.
 LX2859
 LX2859;                    North         East    Units  Estimated Accuracy
 LX2859;SPC CT       -   214,420.      293,300.      MT  (+/- 180 meters Scaled)
 LX2859
 LX2859                          SUPERSEDED SURVEY CONTROL
 LX2859
 LX2859  NGVD 29 (01/16/90)   40.8    (m)          134.     (f) VERT ANG       
 LX2859
 LX2859.Superseded values are not recommended for survey control.
 LX2859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2859.See file dsdata.txt to determine how the superseded data were derived.
 LX2859
 LX2859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL766843(NAD 83)
 LX2859_MARKER: DD = SURVEY DISK
 LX2859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2859_SP_SET: CONCRETE POST
 LX2859_STAMPING: 5901
 LX2859_MARK LOGO: CTGS  
 LX2859_PROJECTION: RECESSED 3 CENTIMETERS
 LX2859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2859+STABILITY: SURFACE MOTION
 LX2859
 LX2859  HISTORY     - Date     Condition        Report By
 LX2859  HISTORY     - 1982     MONUMENTED       CTGS
 LX2859  HISTORY     - 1985     GOOD             NGS
 LX2859
 LX2859                          STATION DESCRIPTION
 LX2859
 LX2859'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982 (AJK)
 LX2859'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) WEST OF CLINTONVILLE,
 LX2859'5.2 KM (3.25 MI) NORTHWEST OF MONTOWESE AND 1.6 KM (1.0 MI)
 LX2859'NORTHEAST OF HAMDEN.
 LX2859'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX2859'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX2859'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2859'
 LX2859'TO REACH THE STATION FROM NORTH HAVEN AT THE INTERSECTION OF
 LX2859'CONNECTICUT ROUTE 15 (WILBUR CROSS PARKWAY) AND CONNECTICUT ROUTE
 LX2859'22 (BISHOP STREET) PROCEED WESTERLY ALONG CONNECTICUT 22 FOR 1.2
 LX2859'KM (0.75 MI) TO THE STATION ON THE RIGHT AT THE INTERSECTION OF
 LX2859'DAVIS ROAD AND RIDGE ROAD.
 LX2859'
 LX2859'THE STATION IS A STANDARD CTGS DISK
 LX2859'STAMPED---5901---,
 LX2859'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2859'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2859'29.47 METERS (96.7 FT) EAST FROM POWER POLE 4066,
 LX2859'26.15 METERS (85.8 FT) NORTH FROM POWER POLE 2177,
 LX2859'18.44 METERS (60.5 FT) NORTHEAST FROM THE CENTERLINE OF DAVIS
 LX2859'ROAD AND
 LX2859'10.1 METERS (33 FT) NORTHWEST FROM THE CENTERLINE OF RIDGE ROAD.
 LX2859'
 LX2859'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2859'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2859'SET IN THE FACE OF THE SOUTHERLY END OF A CONCRETE BRIDGE RAIL.
 LX2859'IT IS LOCATED
 LX2859'36.9 METERS (121 FT) NORTHEAST FROM THE CENTERLINE OF DAVIS ROAD
 LX2859'AND
 LX2859'7.3 METERS (24 FT) NORTHWEST FROM THE CENTERLINE OF RIDGE ROAD.
 LX2859'MARK IS ABOVE STATION 0.9 METER.
 LX2859'
 LX2859'REFERENCE MARK NUMBER 2 IS A DRILL HOLE (NO STAMPING) IN A
 LX2859'CHISELED CROSS
 LX2859'SET IN THE WESTERLY PART OF A METAL MANHOLE RIM.
 LX2859'IT IS LOCATED
 LX2859'29.84 METERS (97.9 FT) NORTHEAST FROM POWER POLE 2177 AND
 LX2859'4.3 METERS (14 FT) SOUTHEAST FROM THE CENTERLINE OF RIDGE ROAD.
 LX2859'MARK IS BELOW STATION 0.1 METER.
 LX2859'
 LX2859'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2859'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2859'SET IN THE NORTHEAST PART OF A CONCRETE ANCHOR FOR A BARRIER RAIL.
 LX2859'IT IS LOCATED
 LX2859'20.42 METERS (67.0 FT) EAST FROM POWER POLE 4066,
 LX2859'16.31 METERS (53.5 FT) NORTHWEST FROM THE CENTERLINE OF RIDGE
 LX2859'ROAD AND
 LX2859'11.43 METERS (37.5 FT) NORTHEAST FROM THE CENTERLINE OF DAVIS
 LX2859'ROAD.
 LX2859'MARK IS BELOW STATION 0.3 METER.
 LX2859'
 LX2859'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2859'STAMPED---5902---,
 LX2859'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2859'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2859'6.86 METERS (22.5 FT) NORTHWEST FROM THE CENTERLINE OF RIDGE ROAD,
 LX2859'6.25 METERS (20.5 FT) SOUTHWEST FROM THE TOP CENTER OF A FIRE
 LX2859'HYDRANT AND
 LX2859'3.78 METERS (12.4 FT) EAST FROM A POWER POLE (NO NUMBER).
 LX2859'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY ALONG
 LX2859'CONNECTICUT ROUTE 22 FOR 0.2 KM (0.14 MI) TO THE AZIMUTH MARK
 LX2859'ON THE LEFT.
 LX2859'
 LX2859'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX2859'STAMPED---5903---,
 LX2859'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2859'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX2859'16.86 METERS (55.3 FT) NORTHWEST FROM A POWER POLE,
 LX2859'11.13 METERS (36.5 FT) NORTH FROM THE CENTERLINE OF WEAVER CIRCLE,
 LX2859'16.58 METERS (54.4 FT) NORTH-NORTHEAST FROM THE TOP CENTER OF A
 LX2859'FIRE HYDRANT AND
 LX2859'4.9 METERS (16 FT) WEST FROM THE CENTERLINE OF RIDGE ROAD.
 LX2859'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 LX2859'RIDGE ROAD NUMBER 1 FOR 0.4 KM (0.26 MI) TO THE AZIMUTH MARK ON
 LX2859'THE RIGHT.
 LX2859'
 LX2859'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX2859'
 LX2859'DESCRIBED BY S MCCUSKER.
 LX2859
 LX2859                          STATION RECOVERY (1985)
 LX2859
 LX2859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2859'1.9 KM (1.2 MI) EAST FROM HAMDEN.
 LX2859'1.9 KM (1.2 MI) EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF STATE
 LX2859'HIGHWAY 10 IN HAMDEN, TO A POINT WHERE THE HIGHWAY TURNS LEFT AND THE
 LX2859'MARK ON THE LEFT, 18.44 METERS (60.5 FT) NORTH OF THE EAST-WEST CENTER
 LX2859'LINE OF THE HIGHWAY, 10.06 METERS (33.0 FT) NORTHWEST OF THE
 LX2859'SOUTHWEST-NORTHEAST CENTER LINE OF THE HIGHWAY, 18.35 METERS (60.2 FT)
 LX2859'SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE RAIL OF A
 LX2859'BRIDGE OVER STATE HIGHWAY 40, 2.68 METERS (8.8 FT) SOUTHEAST OF A
 LX2859'CHAINLINK FENCE.
 LX2859'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2860 ***********************************************************************
 LX2860  DESIGNATION -  5902
 LX2860  PID         -  LX2860
 LX2860  STATE/COUNTY-  CT/NEW HAVEN
 LX2860  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2860
 LX2860                         *CURRENT SURVEY CONTROL
 LX2860  ___________________________________________________________________
 LX2860* NAD 83(1986)-  41 23 34.     (N)    072 53 09.     (W)     SCALED    
 LX2860* NAVD 88     -        44.402  (meters)     145.68   (feet)  ADJUSTED  
 LX2860  ___________________________________________________________________
 LX2860  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2860  DYNAMIC HT  -          44.388 (meters)     145.63  (feet)  COMP
 LX2860  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX2860
 LX2860  VERT ORDER  -  FIRST     CLASS II
 LX2860
 LX2860.The horizontal coordinates were scaled from a topographic map and have
 LX2860.an estimated accuracy of +/- 6 seconds.
 LX2860
 LX2860.The orthometric height was determined by differential leveling
 LX2860.and adjusted by the National Geodetic Survey in June 1991..
 LX2860
 LX2860.The geoid height was determined by GEOID03.
 LX2860
 LX2860.The dynamic height is computed by dividing the NAVD 88
 LX2860.geopotential number by the normal gravity value computed on the
 LX2860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2860.degrees latitude (g = 980.6199 gals.).
 LX2860
 LX2860.The modeled gravity was interpolated from observed gravity values.
 LX2860
 LX2860;                    North         East    Units  Estimated Accuracy
 LX2860;SPC CT       -   214,540.      293,440.      MT  (+/- 180 meters Scaled)
 LX2860
 LX2860                          SUPERSEDED SURVEY CONTROL
 LX2860
 LX2860.No superseded survey control is available for this station.
 LX2860
 LX2860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL767845(NAD 83)
 LX2860_MARKER: DD = SURVEY DISK
 LX2860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2860_SP_SET: CONCRETE POST
 LX2860_STAMPING: 5902
 LX2860_MARK LOGO: CTGS  
 LX2860_PROJECTION: RECESSED 2 CENTIMETERS
 LX2860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2860+STABILITY: SURFACE MOTION
 LX2860
 LX2860  HISTORY     - Date     Condition        Report By
 LX2860  HISTORY     - 1982     MONUMENTED       CTGS
 LX2860  HISTORY     - 1985     GOOD             NGS
 LX2860
 LX2860                          STATION DESCRIPTION
 LX2860
 LX2860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2860'2.2 KM (1.35 MI) EAST FROM HAMDEN.
 LX2860'2.2 KM (1.35 MI) EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF
 LX2860'STATE HIGHWAY 10 IN HAMDEN TO THE MARK ON THE LEFT, ALSO 0.2 KM (0.15
 LX2860'MI) SOUTH ALONG U.S. HIGHWAY 5 FROM THE POST OFFICE IN NORTH HAVEN,
 LX2860'THENCE 2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 22, 7.01 METERS (23.0
 LX2860'FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.25 METERS (20.5 FT)
 LX2860'SOUTHWEST OF A FIRE HYDRANT, 5.06 METERS (16.6 FT) EAST OF THE SOUTH
 LX2860'CORNER OF THE CONCRETE BASE OF AN ELECTRICAL CONTROL BOX.
 LX2860'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2513 ***********************************************************************
 LX2513  DESIGNATION -  5918
 LX2513  PID         -  LX2513
 LX2513  STATE/COUNTY-  CT/NEW HAVEN
 LX2513  USGS QUAD   -  NAUGATUCK (1984)
 LX2513
 LX2513                         *CURRENT SURVEY CONTROL
 LX2513  ___________________________________________________________________
 LX2513* NAD 83(1996)-  41 25 43.     (N)    073 03 55.     (W)     SCALED    
 LX2513* NAVD 88     -        58.773  (meters)     192.82   (feet)  ADJUSTED  
 LX2513  ___________________________________________________________________
 LX2513  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2513  DYNAMIC HT  -          58.755 (meters)     192.77  (feet)  COMP
 LX2513  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 LX2513
 LX2513  VERT ORDER  -  FIRST     CLASS II
 LX2513
 LX2513.The horizontal coordinates were scaled from a topographic map and have
 LX2513.an estimated accuracy of +/- 6 seconds.
 LX2513
 LX2513.The orthometric height was determined by differential leveling
 LX2513.and adjusted by the National Geodetic Survey in June 1991..
 LX2513
 LX2513.The geoid height was determined by GEOID03.
 LX2513
 LX2513.The dynamic height is computed by dividing the NAVD 88
 LX2513.geopotential number by the normal gravity value computed on the
 LX2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2513.degrees latitude (g = 980.6199 gals.).
 LX2513
 LX2513.The modeled gravity was interpolated from observed gravity values.
 LX2513
 LX2513;                    North         East    Units  Estimated Accuracy
 LX2513;SPC CT       -   218,560.      278,450.      MT  (+/- 180 meters Scaled)
 LX2513
 LX2513                          SUPERSEDED SURVEY CONTROL
 LX2513
 LX2513  NGVD 29 (01/16/90)   58.8    (m)          193.     (f) VERT ANG       
 LX2513
 LX2513.Superseded values are not recommended for survey control.
 LX2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2513.See file dsdata.txt to determine how the superseded data were derived.
 LX2513
 LX2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL616881(NAD 83)
 LX2513_MARKER: DD = SURVEY DISK
 LX2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2513_SP_SET: CONCRETE POST
 LX2513_STAMPING: 5918
 LX2513_MARK LOGO: CTGS  
 LX2513_PROJECTION: FLUSH
 LX2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2513+STABILITY: SURFACE MOTION
 LX2513
 LX2513  HISTORY     - Date     Condition        Report By
 LX2513  HISTORY     - 1982     MONUMENTED       CTGS
 LX2513  HISTORY     - 1985     GOOD             NGS
 LX2513  HISTORY     - 19910304 GOOD             USPSQD
 LX2513
 LX2513                          STATION DESCRIPTION
 LX2513
 LX2513'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982 (AJK)
 LX2513'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTHWEST OF
 LX2513'BETHANY, 4.8 KM (3.0 MI) NORTH OF SEYMOUR AND 4.8 KM
 LX2513'(3.0 MI) EAST OF OXFORD.
 LX2513'OWNERSHIP--TOWN OF BEACON FALLS, MR  NUNZIO ESPOSITO
 LX2513'TOWN ENGINEER, 10 MAPLE AVENUE, BEACON FALLS CT 06403,
 LX2513'PHONE 203-729-4340.
 LX2513'
 LX2513'TO REACH THE STATION FROM BEACON FALLS AT THE INTERSECTION OF
 LX2513'CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL HIGHWAY) AND
 LX2513'CONNECTICUT ROUTE 42 (PINE BRIDGE ROAD) PROCEED EASTERLY ALONG
 LX2513'CONNECTICUT ROUTE 42 FOR 0.18 KM (0.11 MI) TO A ROAD RIGHT.  TAKE
 LX2513'RIGHT AND PROCEED SOUTHERLY ALONG FRONTAGE ROAD FOR 0.24 KM
 LX2513'(0.15 MI) TO A PAVED ROAD LEFT.  TAKE SHARP LEFT AND PROCEED
 LX2513'NORTHEASTERLY FOR 31.4 M (103 FT) TO THE STATION ON THE RIGHT.
 LX2513'
 LX2513'THE STATION IS A STANDARD CTGS DISK
 LX2513'STAMPED---5918---,
 LX2513'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2513'FLUSH WITH GROUND.  IT IS LOCATED
 LX2513'38.4 METERS (126 FT) SOUTHWEST FROM THE CENTERLINE OF A DROP
 LX2513'INLET CATCH BASIN AND
 LX2513'5.64 METERS (18.5 FT) SOUTHEAST FROM THE CENTERLINE OF A PAVED
 LX2513'ROAD.
 LX2513'
 LX2513'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2513'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2513'SET INTO THE TOP OF A BOULDER OF 1.5 METERS
 LX2513'LARGEST DIMENSION.  IT IS LOCATED
 LX2513'32.0 METERS (105 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 LX2513'DROP INLET CATCH BASIN AND
 LX2513'12.95 METERS (42.5 FT) SOUTHEAST FROM THE CENTERLINE OF A PAVED
 LX2513'ROAD.
 LX2513'MARK IS ABOVE STATION 1.0 METER.
 LX2513'
 LX2513'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2513'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE
 LX2513'SET INTO THE TOP OF A BOULDER OF 0.6 METER
 LX2513'LARGEST DIMENSION.  IT IS LOCATED
 LX2513'38.1 METERS (125 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 LX2513'DROP INLET CATCH BASIN AND
 LX2513'11.6 METERS (38 FT) SOUTHEAST FROM THE CENTERLINE OF A PAVED ROAD.
 LX2513'MARK IS ABOVE STATION 0.4 METER.
 LX2513'
 LX2513'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2513'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2513'SET INTO THE TOP OF A BOULDER OF 2 METERS
 LX2513'LARGEST DIMENSION.  IT IS LOCATED
 LX2513'33.2 METERS (109 FT) NORTHEAST FROM THE CENTERLINE OF AN ENDWALL
 LX2513'AND
 LX2513'7.3 METERS (24 FT) SOUTHEAST FROM THE CENTERLINE OF A PAVED ROAD.
 LX2513'MARK IS ABOVE STATION 1.2 METERS.
 LX2513'
 LX2513'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2513'STAMPED---5920---,
 LX2513'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX2513'9.51 METERS (31.2 FT) NORTHEAST FROM A TRIPLE 25 CM OAK TREE,
 LX2513'7.13 METERS (23.4 FT) EAST FROM A WIRE FENCE,
 LX2513'9.8 METERS (32 FT) WEST FROM THE FACE OF A LEDGE CUT AND
 LX2513'4.02 METERS (13.2 FT) NORTHEAST FROM A 38 CM OAK TREE.
 LX2513'TO REACH AZIMUTH MARK FROM NAUGATUCK AT THE
 LX2513'INTERSECTION OF CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL
 LX2513'HIGHWAY) AND CONNECTICUT ROUTE 63 PROCEED SOUTHERLY ALONG
 LX2513'CONNECTICUT ROUTE 8 FOR 5.3 KM (3.31 MI) TO A POINT JUST SOUTH OF
 LX2513'THE NAUGATUCK RIVER OVERPASS.  PROCEED ON FOOT UPHILL ALONG A
 LX2513'LEDGE CUT TO THE STATION.  STATION IS APPROXIMATELY 30 M (100 FT)
 LX2513'ABOVE THE ROAD GRADE.
 LX2513'
 LX2513'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX2513'STAMPED---5919---,
 LX2513'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2513'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2513'12.2 METERS (40 FT) EAST FROM THE CENTERLINE OF HUBBLE AVENUE,
 LX2513'9.1 METERS (30 FT) NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2513'42,
 LX2513'21.98 METERS (72.1 FT) NORTHWEST FROM POWER POLE 26848 AND
 LX2513'12.37 METERS (40.6 FT) WEST FROM A 100 CM MAPLE TREE.
 LX2513'TO REACH AZIMUTH MARK FROM BEACON FALLS AT THE
 LX2513'INTERSECTION OF CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL
 LX2513'HIGHWAY) AND CONNECTICUT ROUTE 42 (PINE BRIDGE ROAD) PROCEED
 LX2513'SOUTHWESTERLY ALONG CONNECTICUT ROUTE 42 FOR 0.34 KM (0.21 MI) TO
 LX2513'THE STATION ON THE RIGHT.
 LX2513'
 LX2513'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX2513'
 LX2513'DESCRIBED BY S MCCUSKER.
 LX2513
 LX2513                          STATION RECOVERY (1985)
 LX2513
 LX2513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2513'0.4 KM (0.25 MI) EAST FROM BEACON FALLS.
 LX2513'0.2 KM (0.1 MI) EAST ALONG STATE HIGHWAY 42 FROM THE OVERPASS BRIDGE
 LX2513'OF STATE HIGHWAY 8 IN BEACON FALLS, THENCE 0.2 KM (0.15 MI) SOUTH
 LX2513'ALONG THE FRONTAGE ROAD TO A PAVED ROAD AND THE MARK ON THE LEFT,
 LX2513'37.49 METERS (123.0 FT) NORTHEAST ALONG PAVED ROAD OF THE JUNCTION OF
 LX2513'FRONTAGE ROAD, 5.64 METERS (18.5 FT) SOUTHEAST OF THE CENTER OF THE
 LX2513'PAVED ROAD, 16.44 METERS (53.95 FT) NORTHEAST OF A HEX HEAD BRASS BOLT
 LX2513'IN A DRILL HOLE IN A 1.98 METER (6.5 FT) BOULDER.
 LX2513
 LX2513                          STATION RECOVERY (1991)
 LX2513
 LX2513'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2512 ***********************************************************************
 LX2512  DESIGNATION -  5919
 LX2512  PID         -  LX2512
 LX2512  STATE/COUNTY-  CT/NEW HAVEN
 LX2512  USGS QUAD   -  NAUGATUCK (1984)
 LX2512
 LX2512                         *CURRENT SURVEY CONTROL
 LX2512  ___________________________________________________________________
 LX2512* NAD 83(1986)-  41 25 39.     (N)    073 04 10.     (W)     SCALED    
 LX2512* NAVD 88     -        35.172  (meters)     115.39   (feet)  ADJUSTED  
 LX2512  ___________________________________________________________________
 LX2512  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2512  DYNAMIC HT  -          35.161 (meters)     115.36  (feet)  COMP
 LX2512  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 LX2512
 LX2512  VERT ORDER  -  FIRST     CLASS II
 LX2512
 LX2512.The horizontal coordinates were scaled from a topographic map and have
 LX2512.an estimated accuracy of +/- 6 seconds.
 LX2512
 LX2512.The orthometric height was determined by differential leveling
 LX2512.and adjusted by the National Geodetic Survey in June 1991..
 LX2512
 LX2512.The geoid height was determined by GEOID03.
 LX2512
 LX2512.The dynamic height is computed by dividing the NAVD 88
 LX2512.geopotential number by the normal gravity value computed on the
 LX2512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2512.degrees latitude (g = 980.6199 gals.).
 LX2512
 LX2512.The modeled gravity was interpolated from observed gravity values.
 LX2512
 LX2512;                    North         East    Units  Estimated Accuracy
 LX2512;SPC CT       -   218,440.      278,100.      MT  (+/- 180 meters Scaled)
 LX2512
 LX2512                          SUPERSEDED SURVEY CONTROL
 LX2512
 LX2512.No superseded survey control is available for this station.
 LX2512
 LX2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL613880(NAD 83)
 LX2512_MARKER: DD = SURVEY DISK
 LX2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2512_SP_SET: CONCRETE POST
 LX2512_STAMPING: 5919
 LX2512_MARK LOGO: CTGS  
 LX2512_PROJECTION: FLUSH
 LX2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2512+STABILITY: SURFACE MOTION
 LX2512
 LX2512  HISTORY     - Date     Condition        Report By
 LX2512  HISTORY     - UNK      MONUMENTED       CTGS
 LX2512  HISTORY     - 1985     GOOD             NGS
 LX2512
 LX2512                          STATION DESCRIPTION
 LX2512
 LX2512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2512'0.3 KM (0.2 MI) WEST FROM BEACON FALLS.
 LX2512'0.3 KM (0.2 MI) SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE OVERPASS
 LX2512'BIDGE OF STATE HIGHWAY 8 IN BEACON FALLS TO THE MARK ON THE RIGHT,
 LX2512'9.14 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.19
 LX2512'METERS (40.0 FT) EAST OF THE CENTER OF HUBBLE AVENUE, 11.25 METERS
 LX2512'(36.9 FT) WEST OF A RIGHT-OF-WAY MARKER.
 LX2512'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2510 ***********************************************************************
 LX2510  DESIGNATION -  5920
 LX2510  PID         -  LX2510
 LX2510  STATE/COUNTY-  CT/NEW HAVEN
 LX2510  USGS QUAD   -  NAUGATUCK (1984)
 LX2510
 LX2510                         *CURRENT SURVEY CONTROL
 LX2510  ___________________________________________________________________
 LX2510* NAD 83(1996)-  41 26 30.     (N)    073 04 02.     (W)     SCALED    
 LX2510* NAVD 88     -        85.805  (meters)     281.51   (feet)  ADJUSTED  
 LX2510  ___________________________________________________________________
 LX2510  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2510  DYNAMIC HT  -          85.778 (meters)     281.42  (feet)  COMP
 LX2510  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 LX2510
 LX2510  VERT ORDER  -  FIRST     CLASS II
 LX2510
 LX2510.The horizontal coordinates were scaled from a topographic map and have
 LX2510.an estimated accuracy of +/- 6 seconds.
 LX2510
 LX2510.The orthometric height was determined by differential leveling
 LX2510.and adjusted by the National Geodetic Survey in June 1991..
 LX2510
 LX2510.The geoid height was determined by GEOID03.
 LX2510
 LX2510.The dynamic height is computed by dividing the NAVD 88
 LX2510.geopotential number by the normal gravity value computed on the
 LX2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2510.degrees latitude (g = 980.6199 gals.).
 LX2510
 LX2510.The modeled gravity was interpolated from observed gravity values.
 LX2510
 LX2510;                    North         East    Units  Estimated Accuracy
 LX2510;SPC CT       -   220,010.      278,290.      MT  (+/- 180 meters Scaled)
 LX2510
 LX2510                          SUPERSEDED SURVEY CONTROL
 LX2510
 LX2510  NGVD 29 (01/16/90)   85.9    (m)          282.     (f) VERT ANG       
 LX2510
 LX2510.Superseded values are not recommended for survey control.
 LX2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2510.See file dsdata.txt to determine how the superseded data were derived.
 LX2510
 LX2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL614895(NAD 83)
 LX2510_MARKER: DD = SURVEY DISK
 LX2510_SETTING: 66 = SET IN ROCK OUTCROP
 LX2510_SP_SET: ROCK CUT
 LX2510_STAMPING: 5920
 LX2510_MARK LOGO: CTGS  
 LX2510_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2510+STABILITY: POSITION/ELEVATION WELL
 LX2510
 LX2510  HISTORY     - Date     Condition        Report By
 LX2510  HISTORY     - 1982     MONUMENTED       CTGS
 LX2510  HISTORY     - 1985     GOOD             NGS
 LX2510
 LX2510                          STATION DESCRIPTION
 LX2510
 LX2510'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982 (AJK)
 LX2510'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHWEST OF BETHANY,
 LX2510'5.2 KM (3.25 MI) NORTH OF SEYMOUR AND 4.4 KM (2.75 MI) NORTHEAST
 LX2510'OF OXFORD.
 LX2510'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX2510'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX2510'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2510'
 LX2510'TO REACH THE STATION FROM NAUGATUCK AT THE INTERSECTION OF
 LX2510'CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL HIGHWAY) AND
 LX2510'CONNECTICUT ROUTE 63 PROCEED SOUTHERLY ALONG CONNECTICUT ROUTE 8
 LX2510'FOR 5.3 KM (3.31 MI) TO A POINT JUST SOUTH OF THE NAUGATUCK RIVER
 LX2510'OVERPASS.  PROCEED ON FOOT UPHILL ALONG A LEDGE CUT TO THE
 LX2510'STATION.  STATION IS APPROXIMATELY 100 FEET ABOVE THE ROAD GRADE.
 LX2510'
 LX2510'THE STATION IS A STANDARD CTGS DISK
 LX2510'STAMPED---5920---,
 LX2510'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX2510'9.51 METERS (31.2 FT) NORTHEAST FROM A TRIPLE 25 CM OAK TREE,
 LX2510'7.13 METERS (23.4 FT) EAST FROM A WIRE FENCE,
 LX2510'9.8 METERS (32 FT) WEST FROM THE FACE OF A LEDGE CUT AND
 LX2510'4.02 METERS (13.2 FT) NORTHEAST FROM A 38 CM OAK TREE.
 LX2510'
 LX2510'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2510'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2510'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX2510'23.32 METERS (76.5 FT) NORTHEAST FROM A TRIPLE 25 CM OAK TREE,
 LX2510'19.96 METERS (65.5 FT) NORTHEAST FROM A 38 CM OAK TREE,
 LX2510'13.84 METERS (45.4 FT) EAST FROM A WIRE FENCE AND
 LX2510'3.0 METERS (10 FT) WEST FROM THE FACE OF A LEDGE CUT.
 LX2510'MARK IS BELOW STATION 0.3 METER.
 LX2510'
 LX2510'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2510'(NO STAMPING) IN A 1/4 INCH DRILL IN A CHISELED SQUARE
 LX2510'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX2510'15.03 METERS (49.3 FT) EAST-NORTHEAST FROM A TRIPLE 25 CM OAK
 LX2510'TREE,
 LX2510'12.80 METERS (42.0 FT) EAST FROM A WIRE FENCE,
 LX2510'8.72 METERS (28.6 FT) EAST-NORTHEAST FROM A 38 CM OAK TREE AND
 LX2510'3.96 METERS (13 FT) WEST FROM THE FACE OF A LEDGE CUT.
 LX2510'MARK IS BELOW STATION 0.1 METER.
 LX2510'
 LX2510'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2510'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED CROSS
 LX2510'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX2510'19.08 METERS (62.6 FT) SOUTHEAST FROM A TRIPLE 25 CM OAK TREE,
 LX2510'14.69 METERS (48.2 FT) SOUTHEAST FROM A 38 CM OAK TREE,
 LX2510'10.61 METERS (34.8 FT) EAST FROM A WIRE FENCE AND
 LX2510'4.6 METERS (15 FT) WEST FROM THE FACE OF A LEDGE CUT.
 LX2510'MARK IS BELOW STATION 0.4 METER.
 LX2510'
 LX2510'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2510'STAMPED---5921---,
 LX2510'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2510'FLUSH WITH GROUND.  IT IS LOCATED
 LX2510'13.7 METERS (45 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2510'8,
 LX2510'29.96 METERS (98.3 FT) NORTH-NORTHEAST FROM THE END POST OF A
 LX2510'WIRE ROPE RAIL,
 LX2510'20.91 METERS (68.6 FT) WEST FROM A WIRE FENCE AND
 LX2510'23.62 METERS (77.5 FT) NORTH-NORTHWEST FROM A WOODEN POLE NUMBER
 LX2510'83 0.5 MARKING TRANSCONTINENTAL CABLE.
 LX2510'TO REACH AZIMUTH MARK FROM BEACON FALLS AT
 LX2510'THE INTERSECTION OF CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL
 LX2510'HIGHWAY) AND CONNECTICUT ROUTE 42 (PINE BRIDGE ROAD) PROCEED
 LX2510'NORTHERLY ALONG CONNECTICUT ROUTE 8 FOR 0.87 KM (0.54 MI) TO THE
 LX2510'STATION ON THE RIGHT.
 LX2510'
 LX2510'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX2510'STAMPED---5922---,
 LX2510'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2510'FLUSH WITH GROUND.  IT IS LOCATED
 LX2510'74.1 METERS (243 FT) NORTH FROM AN EXIT SPEED LIMIT SIGN,
 LX2510'10.4 METERS (34 FT) WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2510'8 AND
 LX2510'1.10 METERS (3.6 FT) WEST FROM A BARRIER RAIL.
 LX2510'TO REACH AZIMUTH MARK FROM NAUGATUCK AT THE
 LX2510'INTERSECTION OF CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL
 LX2510'HIGHWAY) AND CONNECTICUT ROUTE 63 PROCEED SOUTHERLY ALONG
 LX2510'CONNECTICUT ROUTE 8 FOR 4.77 KM (2.96 MI) TO THE STATION ON THE
 LX2510'RIGHT JUST BEFORE EXIT 24.
 LX2510'
 LX2510'AZIMUTH MARK NUMBER 3 IS A STANDARD CTGS DISK
 LX2510'STAMPED---5918---,
 LX2510'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2510'FLUSH WITH GROUND.  IT IS LOCATED
 LX2510'38.4 METERS (126 FT) SOUTHWEST FROM THE CENTERLINE OF A DROP
 LX2510'INLET CATCH BASIN AND
 LX2510'5.64 METERS (18.5 FT) SOUTHEAST FROM THE CENTERLINE OF A PAVED
 LX2510'ROAD.
 LX2510'TO REACH AZIMUTH MARK FROM BEACON FALLS AT THE
 LX2510'INTERSECTION OF CONNECTICUT ROUTE 8 (JAMES H DARCEY MEMORIAL
 LX2510'HIGHWAY) AND CONNECTICUT ROUTE 42 (PINE BRIDGE ROAD) PROCEED
 LX2510'EASTERLY ALONG CONNECTICUT ROUTE 42 FOR 0.18 KM (0.11 MI) TO A
 LX2510'ROAD RIGHT.  TAKE RIGHT AND PROCEED SOUTHERLY ALONG FRONTAGE
 LX2510'ROAD FOR 0.24 KM ((0.15 MI) TO A PAVED ROAD LEFT.  TAKE SHARP LEFT
 LX2510'AND PROCEED NORTHEASTERLY FOR 31.4 M (103 FT) TO THE STATION ON
 LX2510'THE RIGHT.
 LX2510'
 LX2510'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX2510'
 LX2510'DESCRIBED BY S MCCUSKER.
 LX2510
 LX2510                          STATION RECOVERY (1985)
 LX2510
 LX2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2510'1.4 KM (0.85 MI) NORTH FROM BEACON FALLS.
 LX2510'1.4 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2510'STATE HIGHWAY 42 IN BEACON FALLS TO THE MARK ON THE LEFT, ON TOP OF A
 LX2510'ROCK CUT THAT IS ABOUT 30.4 METERS (100 FT) ABOVE THE HIGHWAY, 9.75
 LX2510'METERS (32.0 FT) WEST OF THE EAST EDGE OF THE ROCK CUT, 7.13 METERS
 LX2510'(23.4 FT) EAST OF A WIRE FENCE, 9.51 METERS (31.2 FT) NORTHEAST OF A
 LX2510'TRIPLE TRUNK 25-CM (10-INCH) OAK TREE.
 LX2510'THE MARK IS 30.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2511 ***********************************************************************
 LX2511  DESIGNATION -  5921
 LX2511  PID         -  LX2511
 LX2511  STATE/COUNTY-  CT/NEW HAVEN
 LX2511  USGS QUAD   -  NAUGATUCK (1984)
 LX2511
 LX2511                         *CURRENT SURVEY CONTROL
 LX2511  ___________________________________________________________________
 LX2511* NAD 83(1986)-  41 26 12.     (N)    073 03 56.     (W)     SCALED    
 LX2511* NAVD 88     -        56.902  (meters)     186.69   (feet)  ADJUSTED  
 LX2511  ___________________________________________________________________
 LX2511  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2511  DYNAMIC HT  -          56.884 (meters)     186.63  (feet)  COMP
 LX2511  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 LX2511
 LX2511  VERT ORDER  -  FIRST     CLASS II
 LX2511
 LX2511.The horizontal coordinates were scaled from a topographic map and have
 LX2511.an estimated accuracy of +/- 6 seconds.
 LX2511
 LX2511.The orthometric height was determined by differential leveling
 LX2511.and adjusted by the National Geodetic Survey in June 1991..
 LX2511
 LX2511.The geoid height was determined by GEOID03.
 LX2511
 LX2511.The dynamic height is computed by dividing the NAVD 88
 LX2511.geopotential number by the normal gravity value computed on the
 LX2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2511.degrees latitude (g = 980.6199 gals.).
 LX2511
 LX2511.The modeled gravity was interpolated from observed gravity values.
 LX2511
 LX2511;                    North         East    Units  Estimated Accuracy
 LX2511;SPC CT       -   219,450.      278,430.      MT  (+/- 180 meters Scaled)
 LX2511
 LX2511                          SUPERSEDED SURVEY CONTROL
 LX2511
 LX2511.No superseded survey control is available for this station.
 LX2511
 LX2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL616890(NAD 83)
 LX2511_MARKER: DD = SURVEY DISK
 LX2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2511_SP_SET: CONCRETE POST
 LX2511_STAMPING: 5921
 LX2511_MARK LOGO: CTGS  
 LX2511_PROJECTION: FLUSH
 LX2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2511+STABILITY: SURFACE MOTION
 LX2511
 LX2511  HISTORY     - Date     Condition        Report By
 LX2511  HISTORY     - UNK      MONUMENTED       CTGS
 LX2511  HISTORY     - 1985     GOOD             NGS
 LX2511
 LX2511                          STATION DESCRIPTION
 LX2511
 LX2511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2511'0.9 KM (0.55 MI) NORTH FROM BEACON FALLS.
 LX2511'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2511'STATE HIGHWAY 42 IN BEACON FALLS TO THE MARK ON THE RIGHT, 15.39
 LX2511'METERS (50.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 LX2511'HIGHWAY, 23.62 METERS (77.5 FT) NORTHWEST OF A WOODEN POLE MARKING AND
 LX2511'UNDERGROUND TRANSCONTENTIAL CABLE CROSSING, 20.91 METERS (68.6 FT)
 LX2511'WEST OF A WIRE FENCE.
 LX2511'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2509 ***********************************************************************
 LX2509  DESIGNATION -  5922
 LX2509  PID         -  LX2509
 LX2509  STATE/COUNTY-  CT/NEW HAVEN
 LX2509  USGS QUAD   -  NAUGATUCK (1984)
 LX2509
 LX2509                         *CURRENT SURVEY CONTROL
 LX2509  ___________________________________________________________________
 LX2509* NAD 83(1986)-  41 26 49.     (N)    073 04 03.     (W)     SCALED    
 LX2509* NAVD 88     -        44.859  (meters)     147.17   (feet)  ADJUSTED  
 LX2509  ___________________________________________________________________
 LX2509  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2509  DYNAMIC HT  -          44.844 (meters)     147.13  (feet)  COMP
 LX2509  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX2509
 LX2509  VERT ORDER  -  FIRST     CLASS II
 LX2509
 LX2509.The horizontal coordinates were scaled from a topographic map and have
 LX2509.an estimated accuracy of +/- 6 seconds.
 LX2509
 LX2509.The orthometric height was determined by differential leveling
 LX2509.and adjusted by the National Geodetic Survey in June 1991..
 LX2509
 LX2509.The geoid height was determined by GEOID03.
 LX2509
 LX2509.The dynamic height is computed by dividing the NAVD 88
 LX2509.geopotential number by the normal gravity value computed on the
 LX2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2509.degrees latitude (g = 980.6199 gals.).
 LX2509
 LX2509.The modeled gravity was interpolated from observed gravity values.
 LX2509
 LX2509;                    North         East    Units  Estimated Accuracy
 LX2509;SPC CT       -   220,600.      278,270.      MT  (+/- 180 meters Scaled)
 LX2509
 LX2509                          SUPERSEDED SURVEY CONTROL
 LX2509
 LX2509.No superseded survey control is available for this station.
 LX2509
 LX2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL614901(NAD 83)
 LX2509_MARKER: DD = SURVEY DISK
 LX2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2509_SP_SET: CONCRETE POST
 LX2509_STAMPING: 5922
 LX2509_MARK LOGO: CTGS  
 LX2509_PROJECTION: FLUSH
 LX2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2509+STABILITY: SURFACE MOTION
 LX2509
 LX2509  HISTORY     - Date     Condition        Report By
 LX2509  HISTORY     - UNK      MONUMENTED       CTGS
 LX2509  HISTORY     - 1985     GOOD             NGS
 LX2509
 LX2509                          STATION DESCRIPTION
 LX2509
 LX2509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2509'2.2 KM (1.35 MI) NORTH FROM BEACON FALLS.
 LX2509'2.2 KM (1.35 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2509'STATE HIGHWAY 42 IN BEACON FALLS TO THE MARK ON THE LEFT, NEAR THE
 LX2509'BEGINNING OF THE EXIT RAMP OF EXIT 24, 10.36 METERS (34.0 FT) WEST OF
 LX2509'THE CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 73.30 METERS
 LX2509'(240.5 FT) NORTH OF AN EXIT SPEED LIMIT SIGN, 1.10 METERS (3.6 FT)
 LX2509'WEST OF A METAL GUARD RAIL.
 LX2509'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7527 ***********************************************************************
 LX7527  DESIGNATION -  5935
 LX7527  PID         -  LX7527
 LX7527  STATE/COUNTY-  CT/NEW HAVEN
 LX7527  USGS QUAD   -  NEW HAVEN (1984)
 LX7527
 LX7527                         *CURRENT SURVEY CONTROL
 LX7527  ___________________________________________________________________
 LX7527* NAD 83(1996)-  41 20 54.     (N)    072 54 48.     (W)     SCALED    
 LX7527* NAVD 88     -        17.73   (+/-2cm)      58.2    (feet)  VERTCON   
 LX7527  ___________________________________________________________________
 LX7527  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7527
 LX7527  VERT ORDER  -  THIRD ? (See Below)
 LX7527
 LX7527.The horizontal coordinates were scaled from a topographic map and have
 LX7527.an estimated accuracy of +/- 6 seconds.
 LX7527
 LX7527.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7527.The vertical order pertains to the NGVD 29 superseded value.
 LX7527
 LX7527.The geoid height was determined by GEOID03.
 LX7527
 LX7527;                    North         East    Units  Estimated Accuracy
 LX7527;SPC CT       -   209,610.      291,130.      MT  (+/- 180 meters Scaled)
 LX7527
 LX7527                          SUPERSEDED SURVEY CONTROL
 LX7527
 LX7527  NGVD 29 (01/16/90)   18.05   (m)           59.2    (f) LEVELING    3  
 LX7527
 LX7527.Superseded values are not recommended for survey control.
 LX7527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7527.See file dsdata.txt to determine how the superseded data were derived.
 LX7527
 LX7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL745795(NAD 83)
 LX7527_MARKER: DD = SURVEY DISK
 LX7527_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7527_SP_SET: PREFABRICATED CONCRETE POST
 LX7527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7527+STABILITY: SURFACE MOTION
 LX7527
 LX7527  HISTORY     - Date     Condition        Report By
 LX7527  HISTORY     - 1982     MONUMENTED       CTGS
 LX7527
 LX7527                          STATION DESCRIPTION
 LX7527
 LX7527'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982 (AJK)
 LX7527'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI) EAST OF
 LX7527'WOODBRIDGE, 0.8 KM (0.5 MI) NORTHWEST OF WHITNEYVILLE AND 0.8 KM
 LX7527'(0.5 MI) SOUTHWEST OF SPRING GLEN.
 LX7527'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7527'ME EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7527'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7527'
 LX7527'TO REACH THE STATION FROM HAMDEN AT THE INTERSECTION OF
 LX7527'CONNECTICUT ROUTE 10A (DIXWELL AVENUE) AND CONNECTICUT ROUTE
 LX7527'15 (WILBUR CROSS PARKWAY) PROCEED SOUTH ON CONNECTICUT ROUTE 10A
 LX7527'FOR 3.7 KM (2.32 MI) TO THE STATION ON THE RIGHT.
 LX7527'
 LX7527'THE STATION IS A STANDARD CTGS DISK
 LX7527'STAMPED---5935---,
 LX7527'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7527'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7527'23.77 METERS (78 FT) NORTHEAST FROM THE CENTERLINE OF MATHER
 LX7527'STREET,
 LX7527'14.39 METERS (47.2 FT) WEST-NORTHWEST FROM POWER POLE 2376,
 LX7527'7.01 METERS (23 FT) WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7527'10A AND
 LX7527'3.78 METERS (12.4 FT) NORTH FROM POWER POLE 2376 S.
 LX7527'
 LX7527'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A CHISELED CROSS
 LX7527'SET IN THE METAL RIM OF A MANHOLE.
 LX7527'IT IS LOCATED
 LX7527'17.46 METERS (57.3 FT) SOUTHWEST FROM POWER POLE 2376,
 LX7527'17.53 METERS (57.5 FT) EAST-NORTHEAST FROM THE CENTERLINE OF
 LX7527'MATHER STREET,
 LX7527'8.08 METERS (26.5 FT) WEST FROM THE CENTERLINE OF CONNECTICUT
 LX7527'ROUTE 10A AND
 LX7527'7.47 METERS (24.5 FT) SOUTH-SOUTHEAST FROM POWER POLE 2376 S.
 LX7527'MARK IS LEVEL WITH STATION.
 LX7527'
 LX7527'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A CHISELED CROSS
 LX7527'SET IN THE SIDE OF A FIRE HYDRANT SET 40 CM ABOVE THE GROUND.
 LX7527'IT IS LOCATED
 LX7527'21.79 METERS (71.5 FT) NORTH-NORTHWEST FROM POWER POLE 2799,
 LX7527'6.40 METERS (21.0 FT) SOUTH FROM A LIGHT POLE AND
 LX7527'5.49 METERS (18 FT) NORTHEAST FROM THE CENTERLINE OF MATHER
 LX7527'STREET.
 LX7527'MARK IS ABOVE STATION 0.2 METER.
 LX7527'
 LX7527'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7527'SET IN THE EAST END OF A CONCRETE BASE TO A LIGHT POLE.
 LX7527'IT IS LOCATED
 LX7527'18.50 METERS (60.7 FT) NORTHWEST FROM POWER POLE 2376,
 LX7527'9.60 METERS (31.5 FT) NORTH-NORTHWEST FROM POWER POLE 2376 S AND
 LX7527'9.60 METERS (31.5 FT) WEST FROM THE CENTERLINE OF CONNECTICUT
 LX7527'ROUTE 10A.
 LX7527'MARK IS ABOVE STATION 0.1 METER.
 LX7527'
 LX7527'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7527'STAMPED---6---,
 LX7527'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7527'FLUSH WITH THE BITUMINOUS ROAD.  IT IS LOCATED
 LX7527'13.69 METERS (44.9 FT) NORTH FROM POWER POLE 73,
 LX7527'9.45 METERS (31 FT) WEST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7527'10A,
 LX7527'7.16 METERS (23.5 FT) NORTH FROM THE CENTERLINE OF PUTNAM AVENUE
 LX7527'AND
 LX7527'0.15 METER (0.5 FT) EAST FROM A CONCRETE CURB.
 LX7527'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 LX7527'CONNECTICUT ROUTE 10A FOR 0.3 KM (0.18 MI) TO THE STATION ON THE
 LX7527'RIGHT.
 LX7527'
 LX7527'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7527'STAMPED---5936---,
 LX7527'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7527'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7527'14.75 METERS (48.4 FT) WEST FROM POWER POLE 2385,
 LX7527'7.47 METERS (24.5 FT) WEST FROM THE CENTERLINE OF CONNECTICUT
 LX7527'ROUTE 10A AND
 LX7527'4.82 METERS (15.8 FT) EAST FROM A WIRE FENCE.
 LX7527'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ALONG
 LX7527'CONNECTICUT ROUTE 10A FOR 0.4 KM (0.24 MI) TO THE STATION ON THE
 LX7527'LEFT.
 LX7527'
 LX7527'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7527'
 LX7527'DESCRIBED BY R JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7528 ***********************************************************************
 LX7528  DESIGNATION -  5938
 LX7528  PID         -  LX7528
 LX7528  STATE/COUNTY-  CT/NEW HAVEN
 LX7528  USGS QUAD   -  NEW HAVEN (1984)
 LX7528
 LX7528                         *CURRENT SURVEY CONTROL
 LX7528  ___________________________________________________________________
 LX7528* NAD 83(1996)-  41 16 34.     (N)    072 59 23.     (W)     SCALED    
 LX7528* NAVD 88     -        49.93   (+/-2cm)     163.8    (feet)  VERTCON   
 LX7528  ___________________________________________________________________
 LX7528  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX7528
 LX7528  VERT ORDER  -  THIRD ? (See Below)
 LX7528
 LX7528.The horizontal coordinates were scaled from a topographic map and have
 LX7528.an estimated accuracy of +/- 6 seconds.
 LX7528
 LX7528.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7528.The vertical order pertains to the NGVD 29 superseded value.
 LX7528
 LX7528.The geoid height was determined by GEOID03.
 LX7528
 LX7528;                    North         East    Units  Estimated Accuracy
 LX7528;SPC CT       -   201,600.      284,720.      MT  (+/- 180 meters Scaled)
 LX7528
 LX7528                          SUPERSEDED SURVEY CONTROL
 LX7528
 LX7528  NGVD 29 (01/16/90)   50.25   (m)          164.9    (f) LEVELING    3  
 LX7528
 LX7528.Superseded values are not recommended for survey control.
 LX7528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7528.See file dsdata.txt to determine how the superseded data were derived.
 LX7528
 LX7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL683713(NAD 83)
 LX7528_MARKER: DD = SURVEY DISK
 LX7528_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7528_SP_SET: PREFABRICATED CONCRETE POST
 LX7528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7528+STABILITY: SURFACE MOTION
 LX7528
 LX7528  HISTORY     - Date     Condition        Report By
 LX7528  HISTORY     - 1982     MONUMENTED       CTGS
 LX7528
 LX7528                          STATION DESCRIPTION
 LX7528
 LX7528'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982 (AJK)
 LX7528'THE STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) SOUTHEAST OF
 LX7528'DERBY, 3.2 KM (2 MI) EAST OF ORANGE AND 6.0 KM (3.75 MI) SOUTHWEST
 LX7528'OF NEW HAVEN.
 LX7528'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7528'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7528'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7528'
 LX7528'TO REACH THE STATION FROM ORANGE IT IS AT THE INTERSECTION OF
 LX7528'CONNECTICUT ROUTE 162 (BULL HILL LANE) AND U.S. ROUTE 1
 LX7528'(BOSTON POST ROAD) ON THE NORTHEAST CORNER.
 LX7528'
 LX7528'THE STATION IS A STANDARD CTGS DISK
 LX7528'STAMPED---5938---,
 LX7528'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7528'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX7528'17.50 METERS (57.4 FT) SOUTH-SOUTHWEST FROM A POWER POLE
 LX7528'(NO NUMBER)
 LX7528'26.82 METERS (88 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 LX7528'CONNECTICUT ROUTE 162,
 LX7528'8.99 METERS (29.5 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF U.S.
 LX7528'ROUTE 1,
 LX7528'26.46 METERS (86.8 FT) WEST FROM THE SOUTHWEST CORNER OF A ONE
 LX7528'STORY BLOCK BUILDING AND
 LX7528'10.76 METERS (35.3 FT) NORTH-NORTHEAST FROM POWER POLE 897.
 LX7528'
 LX7528'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7528'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX7528'SET IN THE SOUTHEAST CORNER OF A CONCRETE PAD TO A BUS STOP
 LX7528'SHELTER.
 LX7528'IT IS LOCATED
 LX7528'24.54 METERS (80.5 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A
 LX7528'ONE STORY BLOCK BUILDING,
 LX7528'18.75 METERS (61.5 FT) NORTH-NORTHEAST FROM POWER POLE 897,
 LX7528'35.05 METERS (115 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 LX7528'CONNECTICUT ROUTE 162 AND
 LX7528'11.89 METERS (39 FT) EAST FROM THE CENTERLINE OF U.S. ROUTE 1.
 LX7528'MARK IS ABOVE STATION 0.1 METER.
 LX7528'
 LX7528'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7528'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX7528'SET IN THE TOP SOUTHWEST END OF A ROUND CONCRETE BASE TO
 LX7528'A LIGHT POLE SET 0.8 M ABOVE THE GROUND.
 LX7528'IT IS LOCATED
 LX7528'22.25 METERS (73 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 LX7528'CONNECTICUT ROUTE 162,
 LX7528'17.07 METERS (56 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF U.S.
 LX7528'ROUTE 1 AND
 LX7528'8.11 METERS (26.6 FT) NORTHEAST FROM POWER POLE 897.
 LX7528'MARK IS ABOVE STATION 0.8 METER.
 LX7528'
 LX7528'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7528'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX7528'SET IN THE TOP SOUTHERN END OF A CONCRETE CATCH BASIN.
 LX7528'IT IS LOCATED
 LX7528'22.86 METERS (75 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF
 LX7528'CONNECTICUT ROUTE 162,
 LX7528'8.69 METERS (28.5 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF U.S.
 LX7528'ROUTE 1 AND
 LX7528'7.10 METERS (23.3 FT) NORTH FROM POWER POLE 897.
 LX7528'MARK IS ABOVE STATION 0.1 METER.
 LX7528'
 LX7528'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7528'STAMPED---5939---,
 LX7528'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7528'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7528'21.70 METERS (71.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 LX7528'ONE STORY BLOCK BUILDING,
 LX7528'10.67 METERS (35 FT) WEST-NORTHWEST FROM THE CENTERLINE OF U.S.
 LX7528'ROUTE 1 AND
 LX7528'1.98 METERS (6.5 FT) SOUTH-SOUTHWEST FROM POWER POLE 884 S.
 LX7528'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY ALONG
 LX7528'U.S. ROUTE 1 FOR 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT.
 LX7528'
 LX7528'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7528'STAMPED---5940---,
 LX7528'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7528'FLUSH WITH GROUND.  IT IS LOCATED
 LX7528'21.64 METERS (71 FT) NORTHWEST FROM THE CENTERLINE OF A
 LX7528'BITUMINOUS DRIVE TO A SHOPPING CENTER,
 LX7528'16.52 METERS (54.2 FT) SOUTHEAST FROM POWER POLE 1984 AND
 LX7528'8.84 METERS (29 FT) SOUTHWEST FROM THE CENTERLINE OF CONNECTICUT
 LX7528'ROUTE 162.
 LX7528'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG
 LX7528'CONNECTICUT ROUTE 162 FOR 0.2 KM (0.14 MI) TO THE STATION ON THE
 LX7528'RIGHT.
 LX7528'
 LX7528'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7528'
 LX7528'DESCRIBED BY R JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3365 ***********************************************************************
 LX3365  DESIGNATION -  595 X
 LX3365  PID         -  LX3365
 LX3365  STATE/COUNTY-  CT/NEW LONDON
 LX3365  USGS QUAD   -  MONTVILLE (1983)
 LX3365
 LX3365                         *CURRENT SURVEY CONTROL
 LX3365  ___________________________________________________________________
 LX3365* NAD 83(1986)-  41 29 48.     (N)    072 13 32.     (W)     SCALED    
 LX3365* NAVD 88     -       127.402  (meters)     417.98   (feet)  ADJUSTED  
 LX3365  ___________________________________________________________________
 LX3365  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX3365  DYNAMIC HT  -         127.355 (meters)     417.83  (feet)  COMP
 LX3365  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 LX3365
 LX3365  VERT ORDER  -  FIRST     CLASS II
 LX3365
 LX3365.The horizontal coordinates were scaled from a topographic map and have
 LX3365.an estimated accuracy of +/- 6 seconds.
 LX3365
 LX3365.The orthometric height was determined by differential leveling
 LX3365.and adjusted by the National Geodetic Survey in June 1991..
 LX3365
 LX3365.The geoid height was determined by GEOID03.
 LX3365
 LX3365.The dynamic height is computed by dividing the NAVD 88
 LX3365.geopotential number by the normal gravity value computed on the
 LX3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3365.degrees latitude (g = 980.6199 gals.).
 LX3365
 LX3365.The modeled gravity was interpolated from observed gravity values.
 LX3365
 LX3365;                    North         East    Units  Estimated Accuracy
 LX3365;SPC CT       -   226,200.      348,590.      MT  (+/- 180 meters Scaled)
 LX3365
 LX3365                          SUPERSEDED SURVEY CONTROL
 LX3365
 LX3365.No superseded survey control is available for this station.
 LX3365
 LX3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL315976(NAD 83)
 LX3365_MARKER: DD = SURVEY DISK
 LX3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3365_SP_SET: CONCRETE POST
 LX3365_STAMPING: 595 X
 LX3365_MARK LOGO: CTGS  
 LX3365_PROJECTION: RECESSED 15 CENTIMETERS
 LX3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3365+STABILITY: SURFACE MOTION
 LX3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3365+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 LX3365
 LX3365  HISTORY     - Date     Condition        Report By
 LX3365  HISTORY     - 1937     MONUMENTED       CTGS
 LX3365  HISTORY     - 1986     GOOD             NGS
 LX3365  HISTORY     - 1989     GOOD             USPSQD
 LX3365  HISTORY     - 19900428 GOOD             USPSQD
 LX3365  HISTORY     - 19901129 GOOD             USPSQD
 LX3365  HISTORY     - 20040417 GOOD             USPSQD
 LX3365  HISTORY     - 20060410 GOOD             USPSQD
 LX3365
 LX3365                          STATION DESCRIPTION
 LX3365
 LX3365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3365'0.2 KM (0.1 MI) SW FROM SALEM.
 LX3365'0.2 KM (0.15 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3365'STATE HIGHWAY 354 IN SALEM TO THE MARK ON THE RIGHT AND NEAR THE
 LX3365'SOUTHEAST CORNER OF A FENCE, 6.52 METERS (21.4 FT) NORTHWEST OF THE
 LX3365'CENTERLINE OF THE HIGHWAY, 24.23 METERS (79.5 FT) NORTHWEST OF AND
 LX3365'ACROSS THE HIGHWAY FROM UTILITY POLE NO. 455 WITH A TRANSFORMER,
 LX3365'22.1 METERS (72.5 FT) NORTHEAST OF AND ACROSS THE HIGHWAY FROM UTILITY
 LX3365'POLE NO. 454, 2.5 METERS (8.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 LX3365'FENCE POST, 0.30 METER (1.0 FT) SOUTHEAST OF A WEB WIRE FENCE.
 LX3365'NOTE--THE MARK IS 21.94 METERS (72.0 FT) NORTHEAST OF BENCHMARK 4865
 LX3365'CTGS WHICH IS DESCRIBED.
 LX3365'THE MARK IS 0.20 METERS  SSE FROM  A WITNESS POST
 LX3365'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX3365
 LX3365                          STATION RECOVERY (1989)
 LX3365
 LX3365'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3365'RECOVERED IN GOOD CONDITION.
 LX3365
 LX3365                          STATION RECOVERY (1990)
 LX3365
 LX3365'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3365'RECOVERED IN GOOD CONDITION.
 LX3365
 LX3365                          STATION RECOVERY (1990)
 LX3365
 LX3365'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3365'RECOVERED IN GOOD CONDITION.
 LX3365
 LX3365                          STATION RECOVERY (2004)
 LX3365
 LX3365'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3365'RECOVERED IN GOOD CONDITION.
 LX3365
 LX3365                          STATION RECOVERY (2006)
 LX3365
 LX3365'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7545 ***********************************************************************
 LX7545  DESIGNATION -  5985
 LX7545  PID         -  LX7545
 LX7545  STATE/COUNTY-  CT/FAIRFIELD
 LX7545  USGS QUAD   -  LONG HILL (1984)
 LX7545
 LX7545                         *CURRENT SURVEY CONTROL
 LX7545  ___________________________________________________________________
 LX7545* NAD 83(1996)-  41 16 38.     (N)    073 08 16.     (W)     SCALED    
 LX7545* NAVD 88     -        95.96   (+/-2cm)     314.8    (feet)  VERTCON   
 LX7545  ___________________________________________________________________
 LX7545  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7545
 LX7545  VERT ORDER  -  THIRD ? (See Below)
 LX7545
 LX7545.The horizontal coordinates were scaled from a topographic map and have
 LX7545.an estimated accuracy of +/- 6 seconds.
 LX7545
 LX7545.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7545.The vertical order pertains to the NGVD 29 superseded value.
 LX7545
 LX7545.The geoid height was determined by GEOID03.
 LX7545
 LX7545;                    North         East    Units  Estimated Accuracy
 LX7545;SPC CT       -   201,770.      272,310.      MT  (+/- 180 meters Scaled)
 LX7545
 LX7545                          SUPERSEDED SURVEY CONTROL
 LX7545
 LX7545  NGVD 29 (01/16/90)   96.28   (m)          315.9    (f) LEVELING    3  
 LX7545
 LX7545.Superseded values are not recommended for survey control.
 LX7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7545.See file dsdata.txt to determine how the superseded data were derived.
 LX7545
 LX7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL559712(NAD 83)
 LX7545_MARKER: DD = SURVEY DISK
 LX7545_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7545_SP_SET: PREFABRICATED CONCRETE POST
 LX7545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7545+STABILITY: SURFACE MOTION
 LX7545
 LX7545  HISTORY     - Date     Condition        Report By
 LX7545  HISTORY     - 1982     MONUMENTED
 LX7545
 LX7545                          STATION DESCRIPTION
 LX7545
 LX7545'DESCRIBED 1982 (AJK)
 LX7545'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) WEST OF ORANGE,
 LX7545'4.0 KM (2.5 MI) NORTHEAST OF NICHOLS AND 3.2 KM (2.0 MI)
 LX7545'SOUTHEAST OF HUNTINGTON.
 LX7545'OWNERSHIP--TOWN OF SHELTON, MR EDWARD LEAVY CITY ENGINEER,
 LX7545'54 HILL STREET, SHELTON CT 06484, PHONE 203-735-6531.
 LX7545'
 LX7545'TO REACH THE STATION FROM SHELTON AT THE INTERSECTION OF
 LX7545'CONNECTICUT ROUTE 8 (GENERAL SAMUEL JASKLIKA HIGHWAY) AND
 LX7545'HUNTINGTON STREET PROCEED NORTHEASTERLY ALONG HUNTINGTON STREET
 LX7545'FOR 2.8 KM (1.75 MI) TO THE STATION ON THE LEFT.
 LX7545'
 LX7545'THE STATION IS A STANDARD CTGS DISK
 LX7545'STAMPED---5985---,
 LX7545'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7545'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX7545'33.44 METERS (109.7 FT) NORTH-NORTHWEST FROM POWER POLE 4114 S,
 LX7545'25.85 METERS (84.8 FT) SOUTHWEST FROM POWER POLE 4113,
 LX7545'7.16 METERS (23.5 FT) WEST FROM THE CENTERLINE OF HUNTINGTON
 LX7545'STREET AND
 LX7545'1.74 METERS (5.7 FT) EAST FROM A WIRE FENCE.
 LX7545'
 LX7545'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A CHISELED CROSS,
 LX7545'SET INTO THE NORTHERLY PART OF A METAL MANHOLE RIM.
 LX7545'IT IS LOCATED
 LX7545'17.83 METERS (58.5 FT) WEST-SOUTHWEST FROM POWER POLE 4113,
 LX7545'6.55 METERS (21.5 FT) WEST FROM THE CENTERLINE OF HUNTINGTON
 LX7545'STREET AND
 LX7545'43.0 METERS (141.0 FT) SOUTH FROM POWER POLE 5314.
 LX7545'MARK IS BELOW STATION 0.1 METER.
 LX7545'
 LX7545'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7545'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE,
 LX7545'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.5 METER
 LX7545'LARGEST DIMENSION.  IT IS LOCATED
 LX7545'22.80 METERS (74.8 FT) NORTH FROM POWER POLE 4114,
 LX7545'5.61 METERS (18.4 FT) SOUTHWEST FROM A 38 CM APPLE TREE AND
 LX7545'6.69 METERS (28.5 FT) EAST FROM THE CENTERLINE OF HUNTINGTON STREET.
 LX7545'MARK IS ABOVE STATION 0.1 METER.
 LX7545'
 LX7545'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON PIN 2 CM
 LX7545'SQUARE AND 121 CM LONG.
 LX7545'THE TOP IS DRIVEN 3 CM BELOW THE GROUND.
 LX7545'IT IS LOCATED
 LX7545'14.84 METERS (48.7 FT) NORTHWEST FROM A 38 CM APPLE TREE,
 LX7545'14.72 METERS (48.3 FT) SOUTH FROM POWER POLE 4113 AND
 LX7545'6.1 METERS (20 FT) EAST FROM THE CENTERLINE OF HUNTINGTON STREET.
 LX7545'MARK IS BELOW STATION 0.1 METER.
 LX7545'
 LX7545'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7545'STAMPED---636---,
 LX7545'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7545'FLUSH WITH GROUND.  IT IS LOCATED
 LX7545'7.16 METERS (23.5 FT) WEST-NORTHWEST FROM THE CENTERLINE OF
 LX7545'HUNTINGTON STREET,
 LX7545'12.62 METERS (41.4 FT) NORTH-NORTHEAST FROM POWER POLE 2512 AND
 LX7545'1.62 METERS (5.3 FT) SOUTHEAST FROM THE EASTERLY POST OF A SIGN.
 LX7545'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 LX7545'HUNTINGTON STREET FOR 0.8 KM (0.49 MI) TO THE STATION ON THE
 LX7545'RIGHT.
 LX7545'
 LX7545'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7545'STAMPED---5986---,
 LX7545'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7545'17.1 METERS (56 FT) SOUTH FROM THE CENTERLINE OF A BITUMINOUS
 LX7545'DRIVE,
 LX7545'10.4 METERS (34 FT) WEST FROM THE CENTERLINE OF HUNTINGTON STREET,
 LX7545'5.52 METERS (18.1 FT) SOUTHEAST FROM POWER POLE 1685 AND
 LX7545'15.36 METERS (50.4 FT) WEST FROM POWER POLE 7448.
 LX7545'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ALONG
 LX7545'HUNTINGTON STREET FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT.
 LX7545'
 LX7545'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7545'
 LX7545'DESCRIBED BY S MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2222 ***********************************************************************
 LX2222  DESIGNATION -  599
 LX2222  PID         -  LX2222
 LX2222  STATE/COUNTY-  CT/MIDDLESEX
 LX2222  USGS QUAD   -  HADDAM (1971)
 LX2222
 LX2222                         *CURRENT SURVEY CONTROL
 LX2222  ___________________________________________________________________
 LX2222* NAD 83(1986)-  41 29 51.     (N)    072 33 46.     (W)     SCALED    
 LX2222* NAVD 88     -        33.004  (meters)     108.28   (feet)  ADJUSTED  
 LX2222  ___________________________________________________________________
 LX2222  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX2222  DYNAMIC HT  -          32.993 (meters)     108.24  (feet)  COMP
 LX2222  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 LX2222
 LX2222  VERT ORDER  -  FIRST     CLASS II
 LX2222
 LX2222.The horizontal coordinates were scaled from a topographic map and have
 LX2222.an estimated accuracy of +/- 6 seconds.
 LX2222
 LX2222.The orthometric height was determined by differential leveling
 LX2222.and adjusted by the National Geodetic Survey in June 1991..
 LX2222
 LX2222.The geoid height was determined by GEOID03.
 LX2222
 LX2222.The dynamic height is computed by dividing the NAVD 88
 LX2222.geopotential number by the normal gravity value computed on the
 LX2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2222.degrees latitude (g = 980.6199 gals.).
 LX2222
 LX2222.The modeled gravity was interpolated from observed gravity values.
 LX2222
 LX2222;                    North         East    Units  Estimated Accuracy
 LX2222;SPC CT       -   226,180.      320,430.      MT  (+/- 180 meters Scaled)
 LX2222
 LX2222                          SUPERSEDED SURVEY CONTROL
 LX2222
 LX2222.No superseded survey control is available for this station.
 LX2222
 LX2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL034968(NAD 83)
 LX2222_MARKER: DD = SURVEY DISK
 LX2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2222_SP_SET: CONCRETE POST
 LX2222_STAMPING: 599
 LX2222_MARK LOGO: CTGS  
 LX2222_PROJECTION: RECESSED 5 CENTIMETERS
 LX2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2222+STABILITY: SURFACE MOTION
 LX2222
 LX2222  HISTORY     - Date     Condition        Report By
 LX2222  HISTORY     - UNK      MONUMENTED       CTGS
 LX2222  HISTORY     - 1984     GOOD             NGS
 LX2222  HISTORY     - 19970603 GOOD             USPSQD
 LX2222
 LX2222                          STATION DESCRIPTION
 LX2222
 LX2222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2222'IN HIGGANUM.
 LX2222'IN HIGGANUM, 0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE
 LX2222'JUNCTION OF STATE HIGHWAY 81 TO THE MARK ON THE LEFT, 5.9 METERS
 LX2222'(19.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.5 METERS
 LX2222'(61.0 FT) SOUTHEAST OF THE CENTER OF A DIRVEWAY, 5.4 METERS (18.0 FT)
 LX2222'NORTHWEST OF POWER POLE 297, 0.82 METER (2.7 FT) SOUTHWEST OF A CURB.
 LX2222'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2222
 LX2222                          STATION RECOVERY (1997)
 LX2222
 LX2222'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7662 ***********************************************************************
 AC7662  PACS        -  This is a Primary Airport Control Station.
 AC7662  DESIGNATION -  5B0 A
 AC7662  PID         -  AC7662
 AC7662  STATE/COUNTY-  CT/WINDHAM
 AC7662  USGS QUAD   -  WILLIMANTIC (1984)
 AC7662
 AC7662                         *CURRENT SURVEY CONTROL
 AC7662  ___________________________________________________________________
 AC7662* NAD 83(1996)-  41 44 38.15735(N)    072 11 07.40368(W)     ADJUSTED  
 AC7662* NAVD 88     -        72.05   (meters)     236.4    (feet)  GPS OBS   
 AC7662  ___________________________________________________________________
 AC7662  X           -   1,458,105.275 (meters)                     COMP
 AC7662  Y           -  -4,537,490.639 (meters)                     COMP
 AC7662  Z           -   4,224,453.227 (meters)                     COMP
 AC7662  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 AC7662  ELLIP HEIGHT-          42.18  (meters)          (06/04/02) GPS OBS
 AC7662  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AC7662
 AC7662  HORZ ORDER  -  B
 AC7662  ELLP ORDER  -  FOURTH    CLASS I
 AC7662
 AC7662.This mark is at Windham Airport (IJD)
 AC7662
 AC7662.The horizontal coordinates were established by GPS observations
 AC7662.and adjusted by the National Geodetic Survey in May 2000..
 AC7662
 AC7662.The orthometric height was determined by GPS observations and a
 AC7662.high-resolution geoid model.
 AC7662
 AC7662.GPS derived orthometric heights for airport stations designated as
 AC7662.PACS or SACS are published to 2 decimal places.  This maintains
 AC7662.centimeter relative accuracy between the PACS and SACS.  It does
 AC7662.not indicate centimeter accuracy relative to other marks which are
 AC7662.part of the NAVD 88 network.
 AC7662
 AC7662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7662
 AC7662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7662
 AC7662.The ellipsoidal height was determined by GPS observations
 AC7662.and is referenced to NAD 83.
 AC7662
 AC7662.The geoid height was determined by GEOID03.
 AC7662
 AC7662;                    North         East     Units Scale Factor Converg.
 AC7662;SPC CT       -   253,684.703   351,765.248   MT  0.99998986   +0 22 27.7
 AC7662;SPC CT       -   832,297.23  1,154,083.15   sFT  0.99998986   +0 22 27.7
 AC7662;UTM  18      - 4,625,175.044   734,042.347   MT  1.00027410   +1 52 29.4
 AC7662
 AC7662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7662!SPC CT       -   0.99999338  x   0.99998986  =   0.99998324
 AC7662!UTM  18      -   0.99999338  x   1.00027410  =   1.00026748
 AC7662
 AC7662:                Primary Azimuth Mark                     Grid Az
 AC7662:SPC CT       -  WINDHAM ARP                              122 06 07.9
 AC7662:UTM  18      -  WINDHAM ARP                              120 36 06.2
 AC7662
 AC7662|---------------------------------------------------------------------|
 AC7662| PID    Reference Object                     Distance      Geod. Az  |
 AC7662|                                                           dddmmss.s |
 AC7662| LX2885 WINDHAM ARP                         409.588 METERS 1222835.6 |
 AC7662|---------------------------------------------------------------------|
 AC7662
 AC7662                          SUPERSEDED SURVEY CONTROL
 AC7662
 AC7662  ELLIP H (05/22/00)   42.19   (m)                       GP(       ) 4 1
 AC7662
 AC7662.Superseded values are not recommended for survey control.
 AC7662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7662.See file dsdata.txt to determine how the superseded data were derived.
 AC7662
 AC7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3404225175(NAD 83)
 AC7662_MARKER: DD = SURVEY DISK
 AC7662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7662_STAMPING: 5B0 A 1992
 AC7662_MARK LOGO: NOS   
 AC7662_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7662+STABILITY: SURFACE MOTION
 AC7662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7662+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1999
 AC7662
 AC7662  HISTORY     - Date     Condition        Report By
 AC7662  HISTORY     - 1992     MONUMENTED       NOS
 AC7662  HISTORY     - 19990917 GOOD             WOOLPT
 AC7662
 AC7662                          STATION DESCRIPTION
 AC7662
 AC7662'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 (GFS)
 AC7662'THE STATION IS LOCATED AT THE WINDHAM AIRPORT NORTH OF RUNWAY END 9.
 AC7662'IT IS 200.0 FT (61.0 M) NORTH OF CENTERLINE END RUNWAY 9, 172.0 FT
 AC7662'(52.4 M) WEST OF THE CENTERLINE OF RUNWAY 18/36, 145.4 FT (44.3 M)
 AC7662'NORTHWEST OF THE RUNWAY LIGHT AT THE NORTHWEST INTERSECTION OF THE
 AC7662'RUNWAYS AND ON LINE WITH THE END OF RUNWAY 9.  THE STATION IS A
 AC7662'STANDARD NOS DISK STAMPED 5BO A 1992 SET IN THE TOP OF A CONCRETE POST
 AC7662'WHICH IS 0.4 FT (12.2 CM) BELOW THE SURFACE.
 AC7662
 AC7662                          STATION RECOVERY (1999)
 AC7662
 AC7662'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AC7662'THE STATION IS LOCATED 1.2 MI (1.9 KM) WEST SOUTHWEST OF NORTH
 AC7662'WINDHAM, 2.8 MI (4.5 KM) NORTH NORTHEAST OF WILLIMANTIC, AND IS AT THE
 AC7662'WINDHAM AIRPORT.  OWNERSHIP-- WINDHAM AIRPORT, AIRPORT ROAD,
 AC7662'WILLIMANTIC CT, 06226, C/O NORVALD OYGARD AIRPORT MANAGER.  CONTACT
 AC7662'THE AIRPORT MANAGER AT LEAST 24 HOURS PRIOR TO ARRANGE FOR ACCESS. PH
 AC7662'(860) 456-2540. TO REACH THE STATION FROM THE JUNTION OF INTERSTATE 84
 AC7662'AND US ROUTE 6, PROCEED EASTERLY 0.2 MI (0.3 KM) ON US ROUTE 6 TO THE
 AC7662'JUNCTION OF AIRPORT ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTHERLY
 AC7662'0.2 MI (0.3 KM) TO THE AIRPORT OFFICE ON THE LEFT AND A GATE DIRECTLY
 AC7662'AHEAD.  PROCEED THROUGH THE GATE AND PROCEED NORTHWESTERLY 0.15 MI
 AC7662'(0.24 KM) TO THE JUNCTION OF RWY 18-36.  TURN LEFT AND PROCEED NORTH
 AC7662'0.3 MI (0.5 KM) TO THE STATION ON THE LEFT, JUST PAST THE JUNCTION OF
 AC7662'RWY 9-27.
 AC7662'THE STATION IS LOCATED 60.7 M (199.1 FT) DUE NORTH OF THE CENTERLINE
 AC7662'OF RWY 9-27, 52.5 M (172.2 FT) DUE WEST OF THE CENTERLINE OF RWY
 AC7662'18-36, 48.3 M (158.5 FT) ON AN AZIMUTH OF 330 DEGREES FROM THE FIRST
 AC7662'RWY EDGE LIGHT OF RWY 9-27 WEST OF RWY 18-36, AND 46.4 M (152.2 FT) ON
 AC7662'AN AZIMUTH OF 305 DEGREES FROM THE FIRST RWY EDGE LIGHT OF RWY 18-36
 AC7662'NORTH OF RWY 9-27.  THE STATION IS A STANDARD NOS DISK STAMPED-- 5B0 A
 AC7662'1992-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT
 AC7662'RECESSED 4 CM BELOW THE GROUND.  THIS STATION IS DESIGNATED AS THE
 AC7662'PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5547 ***********************************************************************
 AI5547  PACS        -  This is a Primary Airport Control Station.
 AI5547  DESIGNATION -  5B3 A
 AI5547  PID         -  AI5547
 AI5547  STATE/COUNTY-  CT/WINDHAM
 AI5547  USGS QUAD   -  DANIELSON (1970)
 AI5547
 AI5547                         *CURRENT SURVEY CONTROL
 AI5547  ___________________________________________________________________
 AI5547* NAD 83(1996)-  41 49 05.66505(N)    071 53 56.87065(W)     ADJUSTED  
 AI5547* NAVD 88     -        70.17   (meters)     230.2    (feet)  GPS OBS   
 AI5547  ___________________________________________________________________
 AI5547  X           -   1,479,048.093 (meters)                     COMP
 AI5547  Y           -  -4,524,920.857 (meters)                     COMP
 AI5547  Z           -   4,230,606.481 (meters)                     COMP
 AI5547  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AI5547  ELLIP HEIGHT-          40.34  (meters)          (05/31/05) GPS OBS
 AI5547  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 AI5547
 AI5547  HORZ ORDER  -  B
 AI5547  ELLP ORDER  -  FOURTH    CLASS I
 AI5547
 AI5547.This mark is at Danielson Airport (5B3)
 AI5547
 AI5547.The horizontal coordinates were established by GPS observations
 AI5547.and adjusted by the National Geodetic Survey in May 2000..
 AI5547
 AI5547.The orthometric height was determined by GPS observations and a
 AI5547.high-resolution geoid model.
 AI5547
 AI5547.GPS derived orthometric heights for airport stations designated as
 AI5547.PACS or SACS are published to 2 decimal places.  This maintains
 AI5547.centimeter relative accuracy between the PACS and SACS.  It does
 AI5547.not indicate centimeter accuracy relative to other marks which are
 AI5547.part of the NAVD 88 network.
 AI5547
 AI5547.Photographs are available for this station.
 AI5547
 AI5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5547
 AI5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5547
 AI5547.The ellipsoidal height was determined by GPS observations
 AI5547.and is referenced to NAD 83.
 AI5547
 AI5547.The geoid height was determined by GEOID03.
 AI5547
 AI5547;                    North         East     Units Scale Factor Converg.
 AI5547;SPC CT       -   262,132.547   375,494.568   MT  0.99999545   +0 33 51.0
 AI5547;SPC CT       -   860,013.20  1,231,935.10   sFT  0.99999545   +0 33 51.0
 AI5547;UTM  19      - 4,633,659.765   259,207.273   MT  1.00031354   -1 56 02.3
 AI5547
 AI5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5547!SPC CT       -   0.99999367  x   0.99999545  =   0.99998912
 AI5547!UTM  19      -   0.99999367  x   1.00031354  =   1.00030721
 AI5547
 AI5547:                Primary Azimuth Mark                     Grid Az
 AI5547:SPC CT       -  5B3 B                                    109 09 10.4
 AI5547:UTM  19      -  5B3 B                                    111 39 03.7
 AI5547
 AI5547|---------------------------------------------------------------------|
 AI5547| PID    Reference Object                     Distance      Geod. Az  |
 AI5547|                                                           dddmmss.s |
 AI5547| AI5548 5B3 B                               404.387 METERS 1094301.4 |
 AI5547|---------------------------------------------------------------------|
 AI5547
 AI5547                          SUPERSEDED SURVEY CONTROL
 AI5547
 AI5547  ELLIP H (06/04/02)   40.26   (m)                       GP(       ) 4 1
 AI5547  ELLIP H (05/22/00)   40.27   (m)                       GP(       ) 4 1
 AI5547
 AI5547.Superseded values are not recommended for survey control.
 AI5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5547.See file dsdata.txt to determine how the superseded data were derived.
 AI5547
 AI5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5920733660(NAD 83)
 AI5547_MARKER: I = METAL ROD
 AI5547_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5547_STAMPING: 5B3 A 1999
 AI5547_MARK LOGO: NGS   
 AI5547_PROJECTION: RECESSED 5 CENTIMETERS
 AI5547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5547+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 AI5547_ROD/PIPE-DEPTH: 16.6 meters
 AI5547_SLEEVE-DEPTH  : 1 meters
 AI5547
 AI5547  HISTORY     - Date     Condition        Report By
 AI5547  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5547  HISTORY     - 20050410 GOOD             CTGS
 AI5547
 AI5547                          STATION DESCRIPTION
 AI5547
 AI5547'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5547'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) NORTHEAST OF
 AI5547'BROOKLYN, 3.8 KM (2.35 MI) SOUTH OF DAYVILLE, 2.8 KM (1.75 MI)
 AI5547'NORTHWEST OF DANIELSON, AND IS AT THE DANIELDSON AIRPORT. OWNERSHIP--
 AI5547'DANIELSON AIRPORT, 70 AIRPORT ROAD, DANIELSON CT, 06239 C/O GARY
 AI5547'BOROUGHF AIRPORT MANAGER.  PHONE NUMBER (860) 779-9421, FAX NUMBER
 AI5547'(860) 779-9421.  CONTACT THE AIRPORT MANAGER AT LEAST 24 HOURS IN
 AI5547'ADVANCE FOR ACCESS.
 AI5547'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 6 WEST AND STATE
 AI5547'ROUTE 12 NORTH IN THE CENTER OF DANIELSON, GO NORTHERLY ON ROUTE 12
 AI5547'FOR APPROXIMATELY 1.0 MI (1.6 KM) TO NORTH STREET ON THE LEFT.  TURN
 AI5547'LEFT AND PROCEED NORTH 1.0 MI (1.6 KM) ALONG NORTH STREET TO THE
 AI5547'JUNCTION OF MAPLE STREET.  TURN RIGHT AND PROCEED NORTHERLY 0.3 MI
 AI5547'(0.5 KM) TO THE JUNCTION OF WILLIAMS ROAD ON THE LEFT.  TURN LEFT AND
 AI5547'PROCEED WESTERLY 0.6 MI (1.0 KM) ALONG WILLIAMS ROAD TO THE TERMINAL
 AI5547'ON THE RIGHT AND A GATE DIRECTLY AHEAD.  PROCEED 0.05 MI (0.08 KM)
 AI5547'THROUGH THE GATE AND AROUND THE TERMINAL TO THE JUNCTION OF TWY ALPHA.
 AI5547'TURN RIGHT AND PROCEED NORTHWEST 0.15 MI (0.24 KM) ALONG TWY ALPHA TO
 AI5547'A SHORT TWY LEADING TO RWY 13-31.  TURN LEFT AND PROCEED SOUTHWEST
 AI5547'0.10 MI (0.16 KM) ALONG THE TWY, ACROSS RWY 13-31, AND THROUGH GRASS
 AI5547'TO THE STATION ON THE LEFT.
 AI5547'THE STATION IS LOCATED 59.65 M (195.70 FT) ON AN AZIMUTH OF 250
 AI5547'DEGREES FROM THE SECOND RWY LIGHT SOUTHWEST OF THE JUNCTION OF THE RWY
 AI5547'AND TWY BEARING TAG NO 25, 65.84 M (216.01 FT) ON AN AZIMUTH OF 192
 AI5547'DEGREES FROM THE RWY LIGHT NEAR THE JUNCTION OF THE RWY AND TWY, 58.19
 AI5547'M (190.91 FT) ON AN AZIMUTH OF 225 DEGREES FROM THE EDGE OF PAVEMENT
 AI5547'OF RWY 13-31, AND 24.78 M (81.30 FT) ON AN AZIMUTH OF 58 DEGREES FROM
 AI5547'A CARSONITE WITNESS POST SET AT THE TOP OF A BANK.  THE STATION IS A
 AI5547'STAINLESS STEEL ROD WITH A PUNCHMARK DRIVEN TO A REFUSAL DEPTH OF 16.6
 AI5547'M, (54.5 FT) ENCASED IN A 1 M (3.3 FT) FINNED SLEEVE RECESSED 5 CM
 AI5547'BENEATH A STANDARD NGS LOGO CAP STAMPED-- 5B3 A 1999-- ENCASED IN A
 AI5547'0.3 M (1.0 FT) DIAMETER CONCRETE COLLAR.  THIS STATION IS DESIGNATED
 AI5547'AS THE PRIMARY AIRPORT CONTROL STATION.
 AI5547
 AI5547                          STATION RECOVERY (2005)
 AI5547
 AI5547'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 AI5547'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5548 ***********************************************************************
 AI5548  SACS        -  This is a Secondary Airport Control Station.
 AI5548  DESIGNATION -  5B3 B
 AI5548  PID         -  AI5548
 AI5548  STATE/COUNTY-  CT/WINDHAM
 AI5548  USGS QUAD   -  DANIELSON (1970)
 AI5548
 AI5548                         *CURRENT SURVEY CONTROL
 AI5548  ___________________________________________________________________
 AI5548* NAD 83(1996)-  41 49 01.24273(N)    071 53 40.37673(W)     ADJUSTED  
 AI5548* NAVD 88     -        73.86   (meters)     242.3    (feet)  GPS OBS   
 AI5548  ___________________________________________________________________
 AI5548  X           -   1,479,439.056 (meters)                     COMP
 AI5548  Y           -  -4,524,891.675 (meters)                     COMP
 AI5548  Z           -   4,230,507.276 (meters)                     COMP
 AI5548  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AI5548  ELLIP HEIGHT-          44.06  (meters)          (06/04/02) GPS OBS
 AI5548  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AI5548
 AI5548  HORZ ORDER  -  FIRST
 AI5548  ELLP ORDER  -  FOURTH    CLASS I
 AI5548
 AI5548.This mark is at Danielson Airport (5B3)
 AI5548
 AI5548.The horizontal coordinates were established by GPS observations
 AI5548.and adjusted by the National Geodetic Survey in May 2000..
 AI5548
 AI5548.The orthometric height was determined by GPS observations and a
 AI5548.high-resolution geoid model.
 AI5548
 AI5548.GPS derived orthometric heights for airport stations designated as
 AI5548.PACS or SACS are published to 2 decimal places.  This maintains
 AI5548.centimeter relative accuracy between the PACS and SACS.  It does
 AI5548.not indicate centimeter accuracy relative to other marks which are
 AI5548.part of the NAVD 88 network.
 AI5548
 AI5548.Photographs are available for this station.
 AI5548
 AI5548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5548
 AI5548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5548
 AI5548.The ellipsoidal height was determined by GPS observations
 AI5548.and is referenced to NAD 83.
 AI5548
 AI5548.The geoid height was determined by GEOID03.
 AI5548
 AI5548;                    North         East     Units Scale Factor Converg.
 AI5548;SPC CT       -   261,999.872   375,876.569   MT  0.99999534   +0 34 02.0
 AI5548;SPC CT       -   859,577.91  1,233,188.38   sFT  0.99999534   +0 34 02.0
 AI5548;UTM  19      - 4,633,510.518   259,583.248   MT  1.00031132   -1 55 51.1
 AI5548
 AI5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5548!SPC CT       -   0.99999309  x   0.99999534  =   0.99998843
 AI5548!UTM  19      -   0.99999309  x   1.00031132  =   1.00030441
 AI5548
 AI5548:                Primary Azimuth Mark                     Grid Az
 AI5548:SPC CT       -  5B3 A                                    289 09 10.4
 AI5548:UTM  19      -  5B3 A                                    291 39 03.5
 AI5548
 AI5548|---------------------------------------------------------------------|
 AI5548| PID    Reference Object                     Distance      Geod. Az  |
 AI5548|                                                           dddmmss.s |
 AI5548| AI5547 5B3 A                               404.387 METERS 2894312.4 |
 AI5548|---------------------------------------------------------------------|
 AI5548
 AI5548                          SUPERSEDED SURVEY CONTROL
 AI5548
 AI5548  ELLIP H (05/22/00)   44.07   (m)                       GP(       ) 4 1
 AI5548
 AI5548.Superseded values are not recommended for survey control.
 AI5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5548.See file dsdata.txt to determine how the superseded data were derived.
 AI5548
 AI5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5958333511(NAD 83)
 AI5548_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5548_STAMPING: 5B3 B 1999
 AI5548_MARK LOGO: NGS   
 AI5548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5548+STABILITY: SURFACE MOTION
 AI5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5548+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5548
 AI5548  HISTORY     - Date     Condition        Report By
 AI5548  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5548
 AI5548                          STATION DESCRIPTION
 AI5548
 AI5548'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5548'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) NORTHEAST OF
 AI5548'BROOKLYN, 3.8 KM (2.35 MI) SOUTH OF DAYVILLE, 2.8 KM (1.75 MI)
 AI5548'NORTHWEST OF DANIELSON, AT THE DANIELSON AIRPORT.  OWNESHIP--
 AI5548'DANIELSON AIRPORT, C/O GARY BOROUGHF AIRPORT MANAGER, DANIELSON
 AI5548'AIRPORT, 70 AIRPORT ROAD, DANIELSON CT 06239, PHONE NUMBER
 AI5548'860-779-9421, FAX NUMBER (860) 779-9421.  THIS STATION REQUIRES 24
 AI5548'HOUR PRIOR NOTICE TO ACCESS.
 AI5548'TO REACH THE STATION FROM THE JUNCTION OF U.S.  ROUTE 6 WEST AND STATE
 AI5548'ROUTE 12 NORTH IN THE CENTER OF DANIELSON, GO NORTHERLY ON ROUTE 12
 AI5548'FOR APPROXIMATELY 1.0 MI (1.6 KM) TO NORTH STREET ON THE LEFT, GO
 AI5548'APPROXIMATELY 1.0 MI (1.6 KM) ON NORTH STREET TO MAPLE STREET, TURN
 AI5548'RIGHT ONTO MAPLE STREET AND GO APPROXIMATELY 0.3 MI (0.5 KM) TO
 AI5548'WILLIAMS ROAD ON THE LEFT, GO APPROXIMATELY 0.6 MI (1.0 KM) ON
 AI5548'WILLIAMS ROAD TO THE AIRPORT TERMINAL ON THE RIGHT AND A GATE DIRECTLY
 AI5548'AHEAD.  PROCEED 0.05 MI (0.08 KM) THROUGH THE GATE AND AROUND THE
 AI5548'TERMINAL TO THE JUNCTION OF TWY ALPHA ON THE RIGHT AND AN ACCESS ROAD
 AI5548'ON THE LEFT.  TURN LEFT AND PROCEED EASTERLY APPROXIMATELY 75 M (246.1
 AI5548'FT) TO A GATE AHEAD AND A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND
 AI5548'PROCEED 0.15 MI (0.24 KM) ALONG THE GRAVEL ROAD AND UP A STEEP HILL TO
 AI5548'THE STATION ON THE RIGHT, SET ON THE EXTENDED CENTERLINE OF RWY 31.
 AI5548'THE STATION IS LOCATED 241 M (790.7 FT) FROM THE EXTENDED CENTERLINE
 AI5548'OF RUNWAY 31 ON A MAGNETIC COMPASS AZIMUTH OF 135 DEGREES, 75.39 M
 AI5548'(247.34 FT) FROM THE PINE TREE ON A MAGNETIC COMPASS AZIMUTH OF 23
 AI5548'DEGREES, 46.53 M (152.66 FT) FROM THE CARCONITE WITNESS POST ON A
 AI5548'MAGNETIC COMPASS AZIMUTH OF 87 DEGREES, 40.90 M (134.19 FT) FROM THE
 AI5548'CORNER FENCE POST ON A MAGNETIC COMPASS AZIMUTH OF 181 DEGREES, 11.92
 AI5548'M (39.11 FT) FROM THE EDGE OF THE BURM ON A MAGNETIC COMPASS AZIMUTH
 AI5548'OF 181 DEGREES.  THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 AI5548'STAMPED-- 5B3 B 1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI5548'CONCRETE MONUMENT 1.2 M (3.9 FT) IN DEPTH.  THIS STATION IS DESIGNATED
 AI5548'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5549 ***********************************************************************
 AI5549  SACS        -  This is a Secondary Airport Control Station.
 AI5549  DESIGNATION -  5B3 C
 AI5549  PID         -  AI5549
 AI5549  STATE/COUNTY-  CT/WINDHAM
 AI5549  USGS QUAD   -  DANIELSON (1970)
 AI5549
 AI5549                         *CURRENT SURVEY CONTROL
 AI5549  ___________________________________________________________________
 AI5549* NAD 83(1996)-  41 49 20.01349(N)    071 54 20.48257(W)     ADJUSTED  
 AI5549* NAVD 88     -        70.15   (meters)     230.2    (feet)  GPS OBS   
 AI5549  ___________________________________________________________________
 AI5549  X           -   1,478,438.426 (meters)                     COMP
 AI5549  Y           -  -4,524,809.574 (meters)                     COMP
 AI5549  Z           -   4,230,936.413 (meters)                     COMP
 AI5549  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AI5549  ELLIP HEIGHT-          40.37  (meters)          (06/04/02) GPS OBS
 AI5549  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AI5549
 AI5549  HORZ ORDER  -  FIRST
 AI5549  ELLP ORDER  -  FOURTH    CLASS I
 AI5549
 AI5549.This mark is at Danielson Airport (5B3)
 AI5549
 AI5549.The horizontal coordinates were established by GPS observations
 AI5549.and adjusted by the National Geodetic Survey in May 2000..
 AI5549
 AI5549.The orthometric height was determined by GPS observations and a
 AI5549.high-resolution geoid model.
 AI5549
 AI5549.GPS derived orthometric heights for airport stations designated as
 AI5549.PACS or SACS are published to 2 decimal places.  This maintains
 AI5549.centimeter relative accuracy between the PACS and SACS.  It does
 AI5549.not indicate centimeter accuracy relative to other marks which are
 AI5549.part of the NAVD 88 network.
 AI5549
 AI5549.Photographs are available for this station.
 AI5549
 AI5549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5549
 AI5549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5549
 AI5549.The ellipsoidal height was determined by GPS observations
 AI5549.and is referenced to NAD 83.
 AI5549
 AI5549.The geoid height was determined by GEOID03.
 AI5549
 AI5549;                    North         East     Units Scale Factor Converg.
 AI5549;SPC CT       -   262,569.867   374,945.320   MT  0.99999580   +0 33 35.4
 AI5549;SPC CT       -   861,447.97  1,230,133.10   sFT  0.99999580   +0 33 35.4
 AI5549;UTM  19      - 4,634,120.757   258,677.441   MT  1.00031669   -1 56 18.6
 AI5549
 AI5549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5549!SPC CT       -   0.99999367  x   0.99999580  =   0.99998947
 AI5549!UTM  19      -   0.99999367  x   1.00031669  =   1.00031036
 AI5549
 AI5549                          SUPERSEDED SURVEY CONTROL
 AI5549
 AI5549  ELLIP H (05/22/00)   40.38   (m)                       GP(       ) 4 1
 AI5549
 AI5549.Superseded values are not recommended for survey control.
 AI5549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5549.See file dsdata.txt to determine how the superseded data were derived.
 AI5549
 AI5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5867734121(NAD 83)
 AI5549_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5549_STAMPING: 5B3 C 1999
 AI5549_MARK LOGO: NGS   
 AI5549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5549+STABILITY: SURFACE MOTION
 AI5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5549+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5549
 AI5549  HISTORY     - Date     Condition        Report By
 AI5549  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5549
 AI5549                          STATION DESCRIPTION
 AI5549
 AI5549'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5549'THE STATION IS LOCATED APPROXIMATELY 6.5 KM (4.05 MI) NORTHEAST OF
 AI5549'BROOKLYN, 3.8 KM (2.35 MI) SOUTH OF DAYVILLE, 2.8 KM (1.75 MI)
 AI5549'NORTHWEST OF DANIELSON, AT THE DANIELSON AIRPORT.  OWNESHIP--
 AI5549'DANIELSON AIRPORT, C/O GARY BOROUGHF AIRPORT MANAGER, DANIELSON
 AI5549'AIRPORT, 70 AIRPORT ROAD, DANIELSON CT 06239, PHONE NUMBER
 AI5549'860-779-9421, FAX NUMBER 860-779-9421.  THIS STATION REQUIRES 24 HOUR
 AI5549'NOTICE TO AIRPORT CONTACT FOR ACCESS.
 AI5549'TO REACH THE STATION FROM THE JUNCTION OF U.S.  ROUTE 6 WEST AND STATE
 AI5549'ROUTE 12 NORTH IN THE CENTER OF DANIELSON, GO NORTHERLY ON ROUTE 12
 AI5549'FOR APPROXIMATELY 1.0 MI (1.6 KM) TO NORTH STREET ON THE LEFT, GO
 AI5549'APPROXIMATELY 1.0 MI (1.6 KM) ON NORTH STREET TO MAPLE STREET, TURN
 AI5549'RIGHT ONTO MAPLE STREET AND GO APPROXIMATELY 0.3 MI (0.5 KM) TO
 AI5549'WILLIAMS ROAD ON THE LEFT, GO APPROXIMATELY 0.6 MI (1.0 KM) ON
 AI5549'WILLIAMS ROAD TO THE AIRPORT ON THE RIGHT AND A GATE DIRECTLY AHEAD.
 AI5549'PROCEED 0.15 MI (0.24 KM) THROUGH THE GATE AND AROUND THE TERMINAL TO
 AI5549'THE JUNCTION OF TWY ALPHA.  TURN RIGHT AND PROCEED NORTHWEST 0.50 MI
 AI5549'(0.80 KM) ALONG TWY ALPHA TO THE CURVE OF THE TWY TOWARDS THE APPROACH
 AI5549'END OF RWY 13.  CONTINUE STRAIGHT AND NORTHWEST APPROXIMATELY 65 M
 AI5549'(213.3 FT) ALONG A DIRT TRACK TO THE STATION ON THE LEFT.
 AI5549'THE STATION IS LOCATED 72.25 M (237.04 FT) FROM TAXIWAY LIGHT NO.  1
 AI5549'ON A MAGNETIC COMPASS AZIMUTH OF 325 DEGREES, 66.41 M (217.88 FT) FROM
 AI5549'TAXIWAY LIGHT NO.  2 ON A MAGNETIC COMPASS AZIMUTH OF 315 DEGREES,
 AI5549'46.30 M (151.90 FT) FROM THE EXTENDED CENTERLINE OF RUNWAY 13 ON A
 AI5549'MAGNETIC COMPASS AZIMUTH OF 40 DEGREES, 6.10 M (20.01 FT) FROM THE
 AI5549'CENTERLINE OF THE 2-TRACK ON A MAGNETIC COMPASS AZIMUTH OF 170
 AI5549'DEGREES.  THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK
 AI5549'STAMPED-- 5B3 C 1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER
 AI5549'CONCRETE MONUMENT 1.2 M (3.9 FT) IN DEPTH.  THE STATION IS DESIGNATED
 AI5549'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0611 ***********************************************************************
 LX0611  DESIGNATION -  6
 LX0611  PID         -  LX0611
 LX0611  STATE/COUNTY-  CT/LITCHFIELD
 LX0611  USGS QUAD   -  LITCHFIELD (1984)
 LX0611
 LX0611                         *CURRENT SURVEY CONTROL
 LX0611  ___________________________________________________________________
 LX0611* NAD 83(1986)-  41 41 18.     (N)    073 11 01.     (W)     SCALED    
 LX0611* NAVD 88     -       292.335  (meters)     959.10   (feet)  POSTED    
 LX0611  ___________________________________________________________________
 LX0611  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX0611  DYNAMIC HT  -         292.240 (meters)     958.79  (feet)  COMP
 LX0611  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 LX0611
 LX0611  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0611
 LX0611.The horizontal coordinates were scaled from a topographic map and have
 LX0611.an estimated accuracy of +/- 6 seconds.
 LX0611
 LX0611.The orthometric height was determined by differential leveling
 LX0611.and adjusted by the National Geodetic Survey in 1992..
 LX0611.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0611.rate of 0.0 thru 1.0 mm/km.
 LX0611
 LX0611.The geoid height was determined by GEOID03.
 LX0611
 LX0611.The dynamic height is computed by dividing the NAVD 88
 LX0611.geopotential number by the normal gravity value computed on the
 LX0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0611.degrees latitude (g = 980.6199 gals.).
 LX0611
 LX0611.The modeled gravity was interpolated from observed gravity values.
 LX0611
 LX0611;                    North         East    Units  Estimated Accuracy
 LX0611;SPC CT       -   247,450.      268,700.      MT  (+/- 180 meters Scaled)
 LX0611
 LX0611                          SUPERSEDED SURVEY CONTROL
 LX0611
 LX0611.No superseded survey control is available for this station.
 LX0611
 LX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM511167(NAD 83)
 LX0611_MARKER: DD = SURVEY DISK
 LX0611_SETTING: 80 = SET IN A BOULDER
 LX0611_SP_SET: BOULDER
 LX0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0611+STABILITY: SURFACE MOTION
 LX0611
 LX0611  HISTORY     - Date     Condition        Report By
 LX0611  HISTORY     - UNK      MONUMENTED       CU
 LX0611  HISTORY     - 1916     GOOD             NGS
 LX0611  HISTORY     - 1934     GOOD             LOCSUR
 LX0611
 LX0611                          STATION DESCRIPTION
 LX0611
 LX0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0611'AT EAST MORRIS.
 LX0611'AT EAST MORRIS, LITCHFIELD COUNTY, ABOUT 900 FT. WEST OF EAST
 LX0611'MORRIS CORNERS, AT THE FOOT OF THE STONE WALK ALONG THE ROAD TO
 LX0611'MORRIS, IN A VERY LARGE BOULDER HALF EMBEDDED IN THE GROUND.  A
 LX0611'CAMP COLUMBIA STANDARD DISK.  NOTE-- ABT. 1.0 MILE E OF MORRIS
 LX0611'(AT OLD WHITE CHURCH AND BRICK SCHOOL) OPPOSITE AND ABT. 25 YDS.
 LX0611'W OF THE RANGE OF THE W END OF A HOUSE OCCUPIED BY F.B. MARSH.
 LX0611'BETWEEN SNET POLES 337 AND 338.  ABT. 40 FT. N OF THE CENTER OF
 LX0611'MACADAM ROAD.  ABT. 12 FT. E OF E END OF THE HIGHWAY GUARD RAIL.
 LX0611'STONE WALL BUILT ON TOP OF BOULDER.
 LX0611
 LX0611                          STATION RECOVERY (1934)
 LX0611
 LX0611'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1718 ***********************************************************************
 LW1718  DESIGNATION -  6 N 1 CTGS
 LW1718  PID         -  LW1718
 LW1718  STATE/COUNTY-  CT/NEW LONDON
 LW1718  USGS QUAD   -  JEWETT CITY (1984)
 LW1718
 LW1718                         *CURRENT SURVEY CONTROL
 LW1718  ___________________________________________________________________
 LW1718* NAD 83(1986)-  41 34 01.     (N)    071 58 06.     (W)     SCALED    
 LW1718* NAVD 88     -        72.254  (meters)     237.05   (feet)  ADJUSTED  
 LW1718  ___________________________________________________________________
 LW1718  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW1718  DYNAMIC HT  -          72.229 (meters)     236.97  (feet)  COMP
 LW1718  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LW1718
 LW1718  VERT ORDER  -  FIRST     CLASS II
 LW1718
 LW1718.The horizontal coordinates were scaled from a topographic map and have
 LW1718.an estimated accuracy of +/- 6 seconds.
 LW1718
 LW1718.The orthometric height was determined by differential leveling
 LW1718.and adjusted by the National Geodetic Survey in June 1991..
 LW1718
 LW1718.The geoid height was determined by GEOID03.
 LW1718
 LW1718.The dynamic height is computed by dividing the NAVD 88
 LW1718.geopotential number by the normal gravity value computed on the
 LW1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1718.degrees latitude (g = 980.6199 gals.).
 LW1718
 LW1718.The modeled gravity was interpolated from observed gravity values.
 LW1718
 LW1718;                    North         East    Units  Estimated Accuracy
 LW1718;SPC CT       -   234,170.      370,000.      MT  (+/- 180 meters Scaled)
 LW1718
 LW1718                          SUPERSEDED SURVEY CONTROL
 LW1718
 LW1718.No superseded survey control is available for this station.
 LW1718
 LW1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG524059(NAD 83)
 LW1718_MARKER: DD = SURVEY DISK
 LW1718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1718_SP_SET: CATCH BASIN
 LW1718_STAMPING: 6 N 1
 LW1718_MARK LOGO: CTGS  
 LW1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1718+STABILITY: SURFACE MOTION
 LW1718
 LW1718  HISTORY     - Date     Condition        Report By
 LW1718  HISTORY     - UNK      MONUMENTED       CTGS
 LW1718  HISTORY     - 1984     GOOD             NGS
 LW1718  HISTORY     - 19901006 GOOD             USPSQD
 LW1718
 LW1718                          STATION DESCRIPTION
 LW1718
 LW1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1718'4.7 KM (2.9 MI) SE FROM JEWETT CITY.
 LW1718'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1718'OF STATE HIGHWAY 12 IN JEWETT CITY, THENCE 3.5 KM (2.15 MI) SOUTH
 LW1718'ALONG STATE HIGHWAY 164 TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 LW1718'BURTON ROAD LEADING WEST, IN TOP OF AND IN THE CENTER OF A CATCH BASIN
 LW1718'OF A STORM DRAIN, ALSO 4.3 KM (2.65 MI) NORTH ALONG STATE HIGHWAY 164
 LW1718'FROM THE JUNCTION OF STATE HIGHWAY 165 IN PRESTON CITY, 5.18 METERS
 LW1718'(17.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.92 METERS
 LW1718'(26.0 FT) NORTH-NORTHEAST OF THE CENTER OF BURTON ROAD.
 LW1718'THE MARK IS 0.09 M BELOW HIGHWAY.
 LW1718
 LW1718                          STATION RECOVERY (1990)
 LW1718
 LW1718'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1664 ***********************************************************************
 LW1664  DESIGNATION -  6 N 2 CTGS
 LW1664  PID         -  LW1664
 LW1664  STATE/COUNTY-  CT/NEW LONDON
 LW1664  USGS QUAD   -  JEWETT CITY (1984)
 LW1664
 LW1664                         *CURRENT SURVEY CONTROL
 LW1664  ___________________________________________________________________
 LW1664* NAD 83(1986)-  41 36 14.     (N)    071 59 05.     (W)     SCALED    
 LW1664* NAVD 88     -        35.554  (meters)     116.65   (feet)  ADJUSTED  
 LW1664  ___________________________________________________________________
 LW1664  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1664  DYNAMIC HT  -          35.542 (meters)     116.61  (feet)  COMP
 LW1664  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LW1664
 LW1664  VERT ORDER  -  FIRST     CLASS II
 LW1664
 LW1664.The horizontal coordinates were scaled from a topographic map and have
 LW1664.an estimated accuracy of +/- 6 seconds.
 LW1664
 LW1664.The orthometric height was determined by differential leveling
 LW1664.and adjusted by the National Geodetic Survey in June 1991..
 LW1664
 LW1664.The geoid height was determined by GEOID03.
 LW1664
 LW1664.The dynamic height is computed by dividing the NAVD 88
 LW1664.geopotential number by the normal gravity value computed on the
 LW1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1664.degrees latitude (g = 980.6199 gals.).
 LW1664
 LW1664.The modeled gravity was interpolated from observed gravity values.
 LW1664
 LW1664;                    North         East    Units  Estimated Accuracy
 LW1664;SPC CT       -   238,260.      368,590.      MT  (+/- 180 meters Scaled)
 LW1664
 LW1664                          SUPERSEDED SURVEY CONTROL
 LW1664
 LW1664.No superseded survey control is available for this station.
 LW1664
 LW1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG512101(NAD 83)
 LW1664_MARKER: DD = SURVEY DISK
 LW1664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1664_SP_SET: CURBING
 LW1664_STAMPING: 6 N 2
 LW1664_MARK LOGO: CTGS  
 LW1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1664
 LW1664  HISTORY     - Date     Condition        Report By
 LW1664  HISTORY     - UNK      MONUMENTED       CTGS
 LW1664  HISTORY     - 1984     GOOD             NGS
 LW1664  HISTORY     - 19901006 MARK NOT FOUND   USPSQD
 LW1664
 LW1664                          STATION DESCRIPTION
 LW1664
 LW1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1664'IN JEWETT CITY.
 LW1664'IN JEWETT CITY, AT THE STATE HIGHWAY 12 BRIDGE OVER THE PACHAUG RIVER
 LW1664'IN TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE CURBING OF THE
 LW1664'BRIDGE, 0.1 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 LW1664'138 EAST, 4.41 METERS (14.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LW1664'HIGHWAY, 0.76 METER (2.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LW1664'SOUTHEAST CURBING OF THE BRIDGE.
 LW1664'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1664
 LW1664                          STATION RECOVERY (1990)
 LW1664
 LW1664'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -30.19  (meters)                     GEOID03
 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 GEOID03.
 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_SP_SET: 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 = OCTOBER  8, 2006
 LX0374 ***********************************************************************
 LX0374  DESIGNATION -  60 T OF NH
 LX0374  PID         -  LX0374
 LX0374  STATE/COUNTY-  CT/NEW HAVEN
 LX0374  USGS QUAD   -  NEW HAVEN (1984)
 LX0374
 LX0374                         *CURRENT SURVEY CONTROL
 LX0374  ___________________________________________________________________
 LX0374* NAD 83(1986)-  41 16 47.     (N)    072 56 23.     (W)     SCALED    
 LX0374* NAVD 88     -         3.606  (meters)      11.83   (feet)  ADJUSTED  
 LX0374  ___________________________________________________________________
 LX0374  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0374  DYNAMIC HT  -           3.605 (meters)      11.83  (feet)  COMP
 LX0374  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 LX0374
 LX0374  VERT ORDER  -  FIRST     CLASS I
 LX0374
 LX0374.The horizontal coordinates were scaled from a topographic map and have
 LX0374.an estimated accuracy of +/- 6 seconds.
 LX0374
 LX0374.The orthometric height was determined by differential leveling
 LX0374.and adjusted by the National Geodetic Survey in June 1991..
 LX0374
 LX0374.The geoid height was determined by GEOID03.
 LX0374
 LX0374.The dynamic height is computed by dividing the NAVD 88
 LX0374.geopotential number by the normal gravity value computed on the
 LX0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0374.degrees latitude (g = 980.6199 gals.).
 LX0374
 LX0374.The modeled gravity was interpolated from observed gravity values.
 LX0374
 LX0374;                    North         East    Units  Estimated Accuracy
 LX0374;SPC CT       -   201,990.      288,910.      MT  (+/- 180 meters Scaled)
 LX0374
 LX0374                          SUPERSEDED SURVEY CONTROL
 LX0374
 LX0374  NGVD 29 (??/??/92)    3.92   (m)           12.9    (f) COMPUTED    1 1
 LX0374
 LX0374.Superseded values are not recommended for survey control.
 LX0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0374.See file dsdata.txt to determine how the superseded data were derived.
 LX0374
 LX0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL725718(NAD 83)
 LX0374_MARKER: DD = SURVEY DISK
 LX0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0374_STAMPING: 60
 LX0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0374+STABILITY: SURFACE MOTION
 LX0374
 LX0374  HISTORY     - Date     Condition        Report By
 LX0374  HISTORY     - UNK      MONUMENTED       CT0430
 LX0374  HISTORY     - 1965     GOOD             NGS
 LX0374
 LX0374                          STATION DESCRIPTION
 LX0374
 LX0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0374'AT WEST HAVEN.
 LX0374'AT WEST HAVEN, AT THE JUNCTION OF ELM STREET AND KIMBERLY
 LX0374'AVENUE, ALONG THE NORTH EDGE OF THE ELM STREET SIDEWALK, UNDER
 LX0374'A SLOPING CONCRETE SLAB WHICH SLOPES FROM STREET LEVEL TO LEVEL
 LX0374'WITH THE SIDEWALK, 11 1/2 FEET NORTH OF THE NORTHEAST CORNER OF
 LX0374'THE ROYAL LOUNGE COMPANY TWO-STORIED RED BRICK BUILDING, 7 FEET
 LX0374'WEST OF THE CENTER LINE OF AN ALLEY, 5 FEET SOUTH OF THE SOUTH
 LX0374'CURB OF ELM STREET, 1 1/2 FEET ABOVE THE LEVEL OF THE STREET
 LX0374'AND 0.3 FOOT BELOW THE CONCRETE SLAB, SET IN THE TOP OF A CONCRETE
 LX0374'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2346 ***********************************************************************
 LX2346  DESIGNATION -  600
 LX2346  PID         -  LX2346
 LX2346  STATE/COUNTY-  CT/FAIRFIELD
 LX2346  USGS QUAD   -  BOTSFORD (1984)
 LX2346
 LX2346                         *CURRENT SURVEY CONTROL
 LX2346  ___________________________________________________________________
 LX2346* NAD 83(1986)-  41 19 30.     (N)    073 16 01.     (W)     SCALED    
 LX2346* NAVD 88     -       116.955  (meters)     383.71   (feet)  ADJUSTED  
 LX2346  ___________________________________________________________________
 LX2346  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX2346  DYNAMIC HT  -         116.915 (meters)     383.58  (feet)  COMP
 LX2346  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 LX2346
 LX2346  VERT ORDER  -  FIRST     CLASS II
 LX2346
 LX2346.The horizontal coordinates were scaled from a topographic map and have
 LX2346.an estimated accuracy of +/- 6 seconds.
 LX2346
 LX2346.The orthometric height was determined by differential leveling
 LX2346.and adjusted by the National Geodetic Survey in June 1991..
 LX2346
 LX2346.The geoid height was determined by GEOID03.
 LX2346
 LX2346.The dynamic height is computed by dividing the NAVD 88
 LX2346.geopotential number by the normal gravity value computed on the
 LX2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2346.degrees latitude (g = 980.6199 gals.).
 LX2346
 LX2346.The modeled gravity was interpolated from observed gravity values.
 LX2346
 LX2346;                    North         East    Units  Estimated Accuracy
 LX2346;SPC CT       -   207,130.      261,520.      MT  (+/- 180 meters Scaled)
 LX2346
 LX2346                          SUPERSEDED SURVEY CONTROL
 LX2346
 LX2346.No superseded survey control is available for this station.
 LX2346
 LX2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL450762(NAD 83)
 LX2346_MARKER: DD = SURVEY DISK
 LX2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2346_SP_SET: CONCRETE POST
 LX2346_STAMPING: 600
 LX2346_MARK LOGO: CTGS  
 LX2346_PROJECTION: PROJECTING 20 CENTIMETERS
 LX2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2346+STABILITY: SURFACE MOTION
 LX2346
 LX2346  HISTORY     - Date     Condition        Report By
 LX2346  HISTORY     - UNK      MONUMENTED       CTGS
 LX2346  HISTORY     - 1985     GOOD             NGS
 LX2346
 LX2346                          STATION DESCRIPTION
 LX2346
 LX2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2346'0.3 KM (0.2 MI) NW FROM UPPER STEPNEY.
 LX2346'0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2346'STATE HIGHWAY 59 IN UPPER STEPNEY TO THE MARK ON THE LEFT, ON THE
 LX2346'NORTH SIDE OF A PAVED PRIVATE DRIVE LEADING TO A TWO DOOR GARAGE AT A
 LX2346'TWO STORY FRAME HOUSE, NUMBER 477, 0.1 KM (0.05 MI) SOUTH OF THE
 LX2346'JUNCTION OF STANLEY ROAD , 15.24 METERS (50.0 FT) WEST OF THE CENTER
 LX2346'LINE OF THE HIGHWAY, 8.75 METERS (28.7 FT) NORTH-NORTHWEST OF UTILITY
 LX2346'POLE NUMBER 464 WITH THREE GUY WIRES, 2.13 METERS (7.0 FT) NORTH OF
 LX2346'THE CENTER OF THE PRIVATE DRIVE.
 LX2346'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7561 ***********************************************************************
 LX7561  DESIGNATION -  6019
 LX7561  PID         -  LX7561
 LX7561  STATE/COUNTY-  CT/FAIRFIELD
 LX7561  USGS QUAD   -  WESTPORT (1975)
 LX7561
 LX7561                         *CURRENT SURVEY CONTROL
 LX7561  ___________________________________________________________________
 LX7561* NAD 83(1996)-  41 08 22.     (N)    073 16 48.     (W)     SCALED    
 LX7561* NAVD 88     -        14.88   (+/-2cm)      48.8    (feet)  VERTCON   
 LX7561  ___________________________________________________________________
 LX7561  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7561
 LX7561  VERT ORDER  -  THIRD ? (See Below)
 LX7561
 LX7561.The horizontal coordinates were scaled from a topographic map and have
 LX7561.an estimated accuracy of +/- 6 seconds.
 LX7561
 LX7561.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7561.The vertical order pertains to the NGVD 29 superseded value.
 LX7561
 LX7561.The geoid height was determined by GEOID03.
 LX7561
 LX7561;                    North         East    Units  Estimated Accuracy
 LX7561;SPC CT       -   186,530.      260,300.      MT  (+/- 180 meters Scaled)
 LX7561
 LX7561                          SUPERSEDED SURVEY CONTROL
 LX7561
 LX7561  NGVD 29 (01/16/90)   15.21   (m)           49.9    (f) LEVELING    3  
 LX7561
 LX7561.Superseded values are not recommended for survey control.
 LX7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7561.See file dsdata.txt to determine how the superseded data were derived.
 LX7561
 LX7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL443556(NAD 83)
 LX7561_MARKER: DD = SURVEY DISK
 LX7561_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7561_SP_SET: PREFABRICATED CONCRETE POST
 LX7561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7561+STABILITY: SURFACE MOTION
 LX7561
 LX7561  HISTORY     - Date     Condition        Report By
 LX7561  HISTORY     - 1982     MONUMENTED
 LX7561
 LX7561                          STATION DESCRIPTION
 LX7561
 LX7561'DESCRIBED 1982 (AJK)
 LX7561'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF WESTPORT,
 LX7561'4.4 KM (2.75 MI) SOUTH SOUTHEAST OF GREENFIELD AND 0.8 KM
 LX7561'(0.5 MI) NORTHEAST OF SOUTHPORT.
 LX7561'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7561'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7561'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7561'
 LX7561'TO REACH THE STATION FROM FAIRFIELD AT THE INTERSECTION OF
 LX7561'INTERSTATE ROUTE 95 (CONNECTICUT TURNPIKE) AND U.S. ROUTE 1
 LX7561'(BOSTON POST ROAD) PROCEED EASTERLY ALONG U.S. ROUTE 1 FOR 0.7 KM
 LX7561'(0.44 MI) TO THE STATION ON THE RIGHT.
 LX7561'
 LX7561'THE STATION IS A STANDARD CTGS DISK
 LX7561'STAMPED---6019---,
 LX7561'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7561'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX7561'51.21 METERS (168 FT) WEST FROM THE EXTENDED CENTERLINE OF MILL
 LX7561'HILL ROAD,
 LX7561'7.47 METERS (24.5 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 1
 LX7561'AND
 LX7561'1.10 METERS (3.6 FT) NORTH FROM A WIRE ROPE RAIL.
 LX7561'
 LX7561'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7561'(NO STAMPING) IN A 1/4 INCH DRILL HOLE
 LX7561'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7561'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 LX7561'47.55 METERS (156 FT) WEST FROM THE EXTENDED CENTERLINE OF MILL
 LX7561'HILL ROAD,
 LX7561'7.32 METERS (24 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 1 AND
 LX7561'1.37 METERS (4.5 FT) NORTH FROM A WIRE ROPE RAIL.
 LX7561'MARK IS BELOW STATION 0.2 METER.
 LX7561'
 LX7561'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A RAILROAD SPIKE
 LX7561'DRIVEN INTO A 91 CM BUTTONBALL TREE SET 1.83 METERS ABOVE THE
 LX7561'GROUND.
 LX7561'IT IS LOCATED
 LX7561'35.9 METERS (118 FT) WEST FROM THE EXTENDED CENTERLINE OF MILL
 LX7561'HILL ROAD,
 LX7561'16.2 METERS (53 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 1 AND
 LX7561'12.2 METERS (40 FT) NORTHWEST FROM THE CENTERLINE OF PEQUOT
 LX7561'AVENUE NUMBER 1.
 LX7561'MARK IS ABOVE STATION 0.2 METER.
 LX7561'
 LX7561'REFERENCE MARK NUMBER 3 IS A STANDARD USCGS DISK
 LX7561'STAMPED---L 33 1965---,
 LX7561'SET INTO THE TOP OF A CONCRETE BRIDGE PARAPET.
 LX7561'IT IS LOCATED
 LX7561'8.99 METERS (29.5 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 1
 LX7561'AND
 LX7561'7.77 METERS (25.5 FT) EAST FROM THE CENTERLINE OF PEQUOT AVENUE
 LX7561'NUMBER 2.
 LX7561'MARK IS ABOVE STATION 0.3 METER.
 LX7561'
 LX7561'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7561'STAMPED---6020---,
 LX7561'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7561'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7561'7.77 METERS (25.5 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 1,
 LX7561'19.32 METERS (63.4 FT) EAST FROM POWER POLE 877 AND
 LX7561'2.96 METERS (9.7 FT) WEST FROM POWER POLE 1258.
 LX7561'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG U.S.
 LX7561'ROUTE 1 FOR 0.3 KM (0.19 MI) TO THE STATION ON THE RIGHT.
 LX7561'
 LX7561'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7561'STAMPED---6021---,
 LX7561'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7561'10.82 METERS (35.5 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 1,
 LX7561'9.91 METERS (32.5 FT) EAST FROM THE CENTERLINE OF A GRAVEL DRIVE,
 LX7561'4.75 METERS (15.6 FT) SOUTH FROM A WIRE FENCE,
 LX7561'23.9 METERS (78.5 FT) EAST FROM POWER POLE 2708 AND
 LX7561'4.18 METERS (13.7 FT) SOUTHWEST FROM A 46 CM OAK TREE.
 LX7561'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ALONG
 LX7561'U.S. ROUTE 1 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 LX7561'
 LX7561'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7561'
 LX7561'DESCRIBED BY S MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2330 ***********************************************************************
 LX2330  DESIGNATION -  602
 LX2330  PID         -  LX2330
 LX2330  STATE/COUNTY-  CT/FAIRFIELD
 LX2330  USGS QUAD   -  LONG HILL (1984)
 LX2330
 LX2330                         *CURRENT SURVEY CONTROL
 LX2330  ___________________________________________________________________
 LX2330* NAD 83(1986)-  41 17 19.     (N)    073 14 22.     (W)     SCALED    
 LX2330* NAVD 88     -        92.666  (meters)     304.02   (feet)  ADJUSTED  
 LX2330  ___________________________________________________________________
 LX2330  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2330  DYNAMIC HT  -          92.634 (meters)     303.92  (feet)  COMP
 LX2330  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2330
 LX2330  VERT ORDER  -  FIRST     CLASS II
 LX2330
 LX2330.The horizontal coordinates were scaled from a topographic map and have
 LX2330.an estimated accuracy of +/- 6 seconds.
 LX2330
 LX2330.The orthometric height was determined by differential leveling
 LX2330.and adjusted by the National Geodetic Survey in June 1991..
 LX2330
 LX2330.The geoid height was determined by GEOID03.
 LX2330
 LX2330.The dynamic height is computed by dividing the NAVD 88
 LX2330.geopotential number by the normal gravity value computed on the
 LX2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2330.degrees latitude (g = 980.6199 gals.).
 LX2330
 LX2330.The modeled gravity was interpolated from observed gravity values.
 LX2330
 LX2330;                    North         East    Units  Estimated Accuracy
 LX2330;SPC CT       -   203,080.      263,800.      MT  (+/- 180 meters Scaled)
 LX2330
 LX2330                          SUPERSEDED SURVEY CONTROL
 LX2330
 LX2330.No superseded survey control is available for this station.
 LX2330
 LX2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL474722(NAD 83)
 LX2330_MARKER: DD = SURVEY DISK
 LX2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2330_SP_SET: CONCRETE POST
 LX2330_STAMPING: 602
 LX2330_MARK LOGO: CTGS  
 LX2330_PROJECTION: RECESSED 15 CENTIMETERS
 LX2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2330+STABILITY: SURFACE MOTION
 LX2330
 LX2330  HISTORY     - Date     Condition        Report By
 LX2330  HISTORY     - UNK      MONUMENTED       CTGS
 LX2330  HISTORY     - 1985     GOOD             NGS
 LX2330
 LX2330                          STATION DESCRIPTION
 LX2330
 LX2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2330'0.4 KM (0.25 MI) NW FROM TRUMBULL.
 LX2330'0.4 KM (0.25 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2330'STATE HIGHWAY 111 IN TRUMBULL TO THE MARK ON THE LEFT, ACROSS THE
 LX2330'HIGHWAY FROM THE ST. STEPHENS CONVENT, 6.86 METERS (22.5 FT) SOUTHWEST
 LX2330'OF THE CENTERLINE OF THE HIGHWAY, 2.13 METERS (7.0 FT) SOUTH-SOUTHEAST
 LX2330'OF UTILITY POLE 335.
 LX2330'THE MARK IS 0.36 METERS  NNE FROM  A WITNESS POST
 LX2330'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2334 ***********************************************************************
 LX2334  DESIGNATION -  604
 LX2334  PID         -  LX2334
 LX2334  STATE/COUNTY-  CT/FAIRFIELD
 LX2334  USGS QUAD   -  LONG HILL (1984)
 LX2334
 LX2334                         *CURRENT SURVEY CONTROL
 LX2334  ___________________________________________________________________
 LX2334* NAD 83(1986)-  41 15 37.     (N)    073 13 13.     (W)     SCALED    
 LX2334* NAVD 88     -       126.163  (meters)     413.92   (feet)  ADJUSTED  
 LX2334  ___________________________________________________________________
 LX2334  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2334  DYNAMIC HT  -         126.120 (meters)     413.78  (feet)  COMP
 LX2334  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LX2334
 LX2334  VERT ORDER  -  FIRST     CLASS II
 LX2334
 LX2334.The horizontal coordinates were scaled from a topographic map and have
 LX2334.an estimated accuracy of +/- 6 seconds.
 LX2334
 LX2334.The orthometric height was determined by differential leveling
 LX2334.and adjusted by the National Geodetic Survey in June 1991..
 LX2334
 LX2334.The geoid height was determined by GEOID03.
 LX2334
 LX2334.The dynamic height is computed by dividing the NAVD 88
 LX2334.geopotential number by the normal gravity value computed on the
 LX2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2334.degrees latitude (g = 980.6199 gals.).
 LX2334
 LX2334.The modeled gravity was interpolated from observed gravity values.
 LX2334
 LX2334;                    North         East    Units  Estimated Accuracy
 LX2334;SPC CT       -   199,920.      265,390.      MT  (+/- 180 meters Scaled)
 LX2334
 LX2334                          SUPERSEDED SURVEY CONTROL
 LX2334
 LX2334.No superseded survey control is available for this station.
 LX2334
 LX2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL490691(NAD 83)
 LX2334_MARKER: DD = SURVEY DISK
 LX2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2334_SP_SET: CONCRETE POST
 LX2334_STAMPING: 604
 LX2334_MARK LOGO: CTGS  
 LX2334_PROJECTION: FLUSH
 LX2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2334+STABILITY: SURFACE MOTION
 LX2334
 LX2334  HISTORY     - Date     Condition        Report By
 LX2334  HISTORY     - UNK      MONUMENTED       CTGS
 LX2334  HISTORY     - 1985     GOOD             NGS
 LX2334
 LX2334                          STATION DESCRIPTION
 LX2334
 LX2334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2334'0.3 KM (0.2 MI) NW FROM TRUMBULL.
 LX2334'0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 111 FROM THE JUNCTION OF
 LX2334'STATE HIGHWAY 127 IN TRUMBULL TO THE MARK ON THE RIGHT, AT THE
 LX2334'JUNCTION OF WALKER ROAD, IN FRONT OF THE HAWLEY MEMORIAL LIBRARY,
 LX2334'10.73 METERS (35.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 20.85
 LX2334'METERS (68.5 FT) SOUTH OF THE CENTER OF EDGEWOOD AVENUE, 20.21 METERS
 LX2334'(66.3 FT) NORTHWEST OF THE SOUTHWEST CORNER AT WATER TABLE OF THE
 LX2334'LIBRARY, 17.19 METERS (56.4 FT) SOUTHWEST OF THE NORTHWEST CORNER AT
 LX2334'WATER TABLE OF THE LIBRARY.
 LX2334'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7368 ***********************************************************************
 LX7368  DESIGNATION -  6049 TP 1
 LX7368  PID         -  LX7368
 LX7368  STATE/COUNTY-  CT/FAIRFIELD
 LX7368  USGS QUAD   -  GLENVILLE (1971)
 LX7368
 LX7368                         *CURRENT SURVEY CONTROL
 LX7368  ___________________________________________________________________
 LX7368* NAD 83(1996)-  41 05 28.     (N)    073 41 16.     (W)     SCALED    
 LX7368* NAVD 88     -       151.5    (meters)     497.     (feet)  VERTCON   
 LX7368  ___________________________________________________________________
 LX7368  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX7368
 LX7368  VERT ORDER  -  THIRD (See Below)
 LX7368
 LX7368.The horizontal coordinates were scaled from a topographic map and have
 LX7368.an estimated accuracy of +/- 6 seconds.
 LX7368
 LX7368.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7368.The vertical order pertains to the NGVD 29 superseded value.
 LX7368
 LX7368.The geoid height was determined by GEOID03.
 LX7368
 LX7368;                    North         East    Units  Estimated Accuracy
 LX7368;SPC CT       -   181,460.      226,010.      MT  (+/- 180 meters Scaled)
 LX7368
 LX7368                          SUPERSEDED SURVEY CONTROL
 LX7368
 LX7368  NGVD 29 (10/23/89)  151.8    (m)          498.     (f) LEVELING    3  
 LX7368
 LX7368.Superseded values are not recommended for survey control.
 LX7368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7368.See file dsdata.txt to determine how the superseded data were derived.
 LX7368
 LX7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL102497(NAD 83)
 LX7368_MARKER: I = METAL ROD
 LX7368_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LX7368_SP_SET: OBJECT DRIVEN INTO GROUND
 LX7368_MAGNETIC: I = MARKER IS A STEEL ROD
 LX7368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7368
 LX7368  HISTORY     - Date     Condition        Report By
 LX7368  HISTORY     - 1983     MONUMENTED       CTGS
 LX7368
 LX7368                          STATION DESCRIPTION
 LX7368
 LX7368'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1983 (AJK)
 LX7368'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTHWEST OF COS COB,
 LX7368'4.4 KM (2.75 MI) SOUTHEAST OF ARMONK NEW YORK AND 1.6 KM
 LX7368'(1.0 MI) WEST OF ROUND HILL.
 LX7368'OWNERSHIP--TOWN OF GREENWICH, MR RAYMOND VEILLETTE, TOWN ENGINEER,
 LX7368'TOWN HALL, 101 FIELD POINT ROAD, PO BOX 1249, GREENWICH CT 06830,
 LX7368'PHONE 203-622-7897.
 LX7368'
 LX7368'TO REACH THE STATION FROM GREENWICH AT THE INTERSECTION OF
 LX7368'CONNECTICUT ROUTE 15 (MERRITT PARKWAY) AND ROUND HILL ROAD
 LX7368'(EXIT 28) PROCEED NORTHEASTERLY ALONG ROUND HILL ROAD FOR
 LX7368'2.4 KM (1.47 MI) TO A ROAD LEFT.  TAKE LEFT AND PROCEED WESTERLY
 LX7368'ALONG JOHN STREET FOR 2.3 KM (1.41 MI) TO A CROSSROAD.  TAKE
 LX7368'LEFT AND PROCEED SOUTHERLY ALONG RIVERSVILLE ROAD FOR 0.5 KM
 LX7368'(0.32 MI) TO THE STATION ON THE LEFT IN A CENTER ISLAND AT THE
 LX7368'INTERSECTION OF NORTH PORCHUCK ROAD.
 LX7368'
 LX7368'THE STATION IS A DRILL HOLE IN AN IRON PIN 2 CM SQUARE AND 121 CM
 LX7368'LONG,
 LX7368'DRIVEN 3 CM BELOW THE SURFACE OF THE GROUND.
 LX7368'IT IS LOCATED
 LX7368'18.75 METERS (61.5 FT) EAST-NORTHEAST FROM POWER POLE 73324,
 LX7368'12.50 METERS (41.0 FT) EAST FROM THE CENTERLINE OF RIVERSVILLE
 LX7368'ROAD AND
 LX7368'3.96 METERS (13.0 FT) SOUTH FROM THE CENTERLINE OF NORTH PORCHUCK
 LX7368'ROAD.
 LX7368'
 LX7368'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7368'
 LX7368'DESCRIBED BY S MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2339 ***********************************************************************
 LX2339  DESIGNATION -  606 X
 LX2339  PID         -  LX2339
 LX2339  STATE/COUNTY-  CT/FAIRFIELD
 LX2339  USGS QUAD   -  BRIDGEPORT (1984)
 LX2339
 LX2339                         *CURRENT SURVEY CONTROL
 LX2339  ___________________________________________________________________
 LX2339* NAD 83(1986)-  41 13 50.     (N)    073 13 11.     (W)     SCALED    
 LX2339* NAVD 88     -        94.915  (meters)     311.40   (feet)  ADJUSTED  
 LX2339  ___________________________________________________________________
 LX2339  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX2339  DYNAMIC HT  -          94.884 (meters)     311.30  (feet)  COMP
 LX2339  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2339
 LX2339  VERT ORDER  -  FIRST     CLASS II
 LX2339
 LX2339.The horizontal coordinates were scaled from a topographic map and have
 LX2339.an estimated accuracy of +/- 6 seconds.
 LX2339
 LX2339.The orthometric height was determined by differential leveling
 LX2339.and adjusted by the National Geodetic Survey in June 1991..
 LX2339
 LX2339.The geoid height was determined by GEOID03.
 LX2339
 LX2339.The dynamic height is computed by dividing the NAVD 88
 LX2339.geopotential number by the normal gravity value computed on the
 LX2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2339.degrees latitude (g = 980.6199 gals.).
 LX2339
 LX2339.The modeled gravity was interpolated from observed gravity values.
 LX2339
 LX2339;                    North         East    Units  Estimated Accuracy
 LX2339;SPC CT       -   196,620.      265,420.      MT  (+/- 180 meters Scaled)
 LX2339
 LX2339                          SUPERSEDED SURVEY CONTROL
 LX2339
 LX2339.No superseded survey control is available for this station.
 LX2339
 LX2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL492658(NAD 83)
 LX2339_MARKER: DD = SURVEY DISK
 LX2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2339_SP_SET: CONCRETE POST
 LX2339_STAMPING: 606 X
 LX2339_MARK LOGO: CTGS  
 LX2339_PROJECTION: FLUSH
 LX2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2339+STABILITY: SURFACE MOTION
 LX2339
 LX2339  HISTORY     - Date     Condition        Report By
 LX2339  HISTORY     - UNK      MONUMENTED       CTGS
 LX2339  HISTORY     - 1985     GOOD             NGS
 LX2339
 LX2339                          STATION DESCRIPTION
 LX2339
 LX2339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2339'IN TRUMBULL.
 LX2339'IN TRUMBULL, 3.1 KM (1.95 MI) SOUTH ALONG STATE HIGHWAY 111 FROM THE
 LX2339'JUNCTION OF STATE HIGHWAY 127 TO THE MARK ON THE RIGHT, AT THE
 LX2339'JUNCTION OF STUART PLACE, 0.3 KM (0.2 MI) NORTH OF THE BRIDGEPORT TOWN
 LX2339'LINE, 9.90 METERS (32.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2339'10.67 METERS (35.0 FT) NORTH OF THE CENTER OF STUART PLACE, 5.61
 LX2339'METERS (18.4 FT) NORTHEAST OF A FIRE HYDRANT.
 LX2339'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2338 ***********************************************************************
 LX2338  DESIGNATION -  607 X
 LX2338  PID         -  LX2338
 LX2338  STATE/COUNTY-  CT/FAIRFIELD
 LX2338  USGS QUAD   -  BRIDGEPORT (1984)
 LX2338
 LX2338                         *CURRENT SURVEY CONTROL
 LX2338  ___________________________________________________________________
 LX2338* NAD 83(1986)-  41 13 59.     (N)    073 13 12.     (W)     SCALED    
 LX2338* NAVD 88     -       101.921  (meters)     334.39   (feet)  ADJUSTED  
 LX2338  ___________________________________________________________________
 LX2338  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX2338  DYNAMIC HT  -         101.887 (meters)     334.27  (feet)  COMP
 LX2338  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX2338
 LX2338  VERT ORDER  -  FIRST     CLASS II
 LX2338
 LX2338.The horizontal coordinates were scaled from a topographic map and have
 LX2338.an estimated accuracy of +/- 6 seconds.
 LX2338
 LX2338.The orthometric height was determined by differential leveling
 LX2338.and adjusted by the National Geodetic Survey in June 1991..
 LX2338
 LX2338.The geoid height was determined by GEOID03.
 LX2338
 LX2338.The dynamic height is computed by dividing the NAVD 88
 LX2338.geopotential number by the normal gravity value computed on the
 LX2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2338.degrees latitude (g = 980.6199 gals.).
 LX2338
 LX2338.The modeled gravity was interpolated from observed gravity values.
 LX2338
 LX2338;                    North         East    Units  Estimated Accuracy
 LX2338;SPC CT       -   196,900.      265,400.      MT  (+/- 180 meters Scaled)
 LX2338
 LX2338                          SUPERSEDED SURVEY CONTROL
 LX2338
 LX2338.No superseded survey control is available for this station.
 LX2338
 LX2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL491661(NAD 83)
 LX2338_MARKER: DD = SURVEY DISK
 LX2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2338_SP_SET: CONCRETE POST
 LX2338_STAMPING: 607 X
 LX2338_MARK LOGO: CTGS  
 LX2338_PROJECTION: FLUSH
 LX2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2338+STABILITY: SURFACE MOTION
 LX2338
 LX2338  HISTORY     - Date     Condition        Report By
 LX2338  HISTORY     - UNK      MONUMENTED       CTGS
 LX2338  HISTORY     - 1985     GOOD             NGS
 LX2338
 LX2338                          STATION DESCRIPTION
 LX2338
 LX2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2338'IN TRUMBULL.
 LX2338'IN TRUMBULL, 2.8 KM (1.75 MI) SOUTH ALONG STATE HIGHWAY 111 FROM THE
 LX2338'JUNCTION OF STATE HIGHWAY 127 TO THE MARK ON THE RIGHT, IN FRONT OF
 LX2338'HOUSE 5179, 11.28 METERS (37.0 FT) WEST OF THE CENTERLINE OF THE
 LX2338'HIGHWAY, 25.85 METERS (84.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 LX2338'THE PORCH FOR HOUSE 5189, 22.10 METERS (72.5 FT) NORTHEAST OF THE
 LX2338'SOUTHEAST CORNER OF THE PORCH FOR HOUSE 5179, 18.77 METERS (61.6 FT)
 LX2338'NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH FOR HOUSE 5179, 3.20
 LX2338'METERS (10.5 FT) NORTHWEST OF UTILITY POLE 135.
 LX2338'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2371 ***********************************************************************
 LX2371  DESIGNATION -  6130
 LX2371  PID         -  LX2371
 LX2371  STATE/COUNTY-  CT/FAIRFIELD
 LX2371  USGS QUAD   -  NEWTOWN (1984)
 LX2371
 LX2371                         *CURRENT SURVEY CONTROL
 LX2371  ___________________________________________________________________
 LX2371* NAD 83(1996)-  41 24 51.     (N)    073 16 05.     (W)     SCALED    
 LX2371* NAVD 88     -       110.231  (meters)     361.65   (feet)  ADJUSTED  
 LX2371  ___________________________________________________________________
 LX2371  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX2371  DYNAMIC HT  -         110.195 (meters)     361.53  (feet)  COMP
 LX2371  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 LX2371
 LX2371  VERT ORDER  -  FIRST     CLASS II
 LX2371
 LX2371.The horizontal coordinates were scaled from a topographic map and have
 LX2371.an estimated accuracy of +/- 6 seconds.
 LX2371
 LX2371.The orthometric height was determined by differential leveling
 LX2371.and adjusted by the National Geodetic Survey in June 1991..
 LX2371
 LX2371.The geoid height was determined by GEOID03.
 LX2371
 LX2371.The dynamic height is computed by dividing the NAVD 88
 LX2371.geopotential number by the normal gravity value computed on the
 LX2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2371.degrees latitude (g = 980.6199 gals.).
 LX2371
 LX2371.The modeled gravity was interpolated from observed gravity values.
 LX2371
 LX2371;                    North         East    Units  Estimated Accuracy
 LX2371;SPC CT       -   217,040.      261,490.      MT  (+/- 180 meters Scaled)
 LX2371
 LX2371                          SUPERSEDED SURVEY CONTROL
 LX2371
 LX2371  NGVD 29 (10/23/89)  110.0    (m)          361.     (f) VERT ANG       
 LX2371
 LX2371.Superseded values are not recommended for survey control.
 LX2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2371.See file dsdata.txt to determine how the superseded data were derived.
 LX2371
 LX2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL447861(NAD 83)
 LX2371_MARKER: DD = SURVEY DISK
 LX2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2371_SP_SET: CONCRETE POST
 LX2371_STAMPING: 6130
 LX2371_MARK LOGO: CTGS  
 LX2371_PROJECTION: FLUSH
 LX2371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2371+STABILITY: SURFACE MOTION
 LX2371
 LX2371  HISTORY     - Date     Condition        Report By
 LX2371  HISTORY     - 1983     MONUMENTED       CTGS
 LX2371  HISTORY     - 1985     GOOD             NGS
 LX2371
 LX2371                          STATION DESCRIPTION
 LX2371
 LX2371'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1983 (AJK)
 LX2371'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) WEST OF QUAKER
 LX2371'FARMS, 7.3 KM (4.5 MI) NORTHWEST OF STEVENSON AND 5.6 KM
 LX2371'(3.5 MI) NORTH OF BOTSFORD.
 LX2371'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX2371'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX2371'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2371'
 LX2371'TO REACH THE STATION FROM NEWTOWN IT IS IN THE MEDIAN OF
 LX2371'INTERSTATE ROUTE 84 (YANKEE EXPRESSWAY) AT ITS INTERSECTION
 LX2371'WITH CONNECTICUT ROUTE 34 CONNECTOR.
 LX2371'
 LX2371'THE STATION IS A STANDARD CTGS DISK
 LX2371'STAMPED---6130---,
 LX2371'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2371'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2371'25.30 METERS (83.0 FT) SOUTHWEST FROM THE NORTHEASTERLY CORNER OF
 LX2371'A BRIDGE ABUTMENT,
 LX2371'8.56 METERS (28.1 FT) NORTH-NORTHEAST FROM THE SOUTHWESTERLY
 LX2371'CORNER OF A BRIDGE ABUTMENT AND
 LX2371'5.58 METERS (18.3 FT) NORTHWEST FROM THE FACE OF A BRIDGE
 LX2371'ABUTMENT.
 LX2371'
 LX2371'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2371'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2371'SET INTO THE FACE OF A CONCRETE BRIDGE ABUTMENT SET 0.58 METER
 LX2371'ABOVE THE GROUND.
 LX2371'IT IS LOCATED
 LX2371'15.54 METERS (51.0 FT) SOUTHWEST FROM THE NORTHEASTERLY CORNER OF
 LX2371'A BRIDGE ABUTMENT AND
 LX2371'15.33 METERS (50.3 FT) NORTHEAST FROM THE SOUTHWESTERLY CORNER OF
 LX2371'A BRIDGE ABUTMENT.
 LX2371'MARK IS ABOVE STATION 0.7 METER.
 LX2371'
 LX2371'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2371'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2371'SET INTO THE FACE OF A CONCRETE BRIDGE ABUTMENT SET 0.67 METER
 LX2371'ABOVE THE GROUND.
 LX2371'IT IS LOCATED
 LX2371'29.69 METERS (97.4 FT) SOUTHWEST FROM THE NORTHEASTERLY CORNER OF
 LX2371'A BRIDGE ABUTMENT AND
 LX2371'1.19 METERS (3.9 FT) NORTHEAST FROM THE SOUTHWESTERLY CORNER OF A
 LX2371'BRIDGE ABUTMENT.
 LX2371'MARK IS ABOVE STATION 0.7 METER.
 LX2371'
 LX2371'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2371'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX2371'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX2371'25.60 METERS (84.0 FT) WEST FROM THE NORTHEASTERLY CORNER OF A
 LX2371'BRIDGE ABUTMENT,
 LX2371'20.42 METERS (67.0 FT) NORTH FROM THE SOUTHWESTERLY CORNER OF A
 LX2371'BRIDGE ABUTMENT AND
 LX2371'16.55 METERS (54.3 FT) NORTHWEST FROM THE FACE OF A BRIDGE
 LX2371'ABUTMENT.
 LX2371'MARK IS BELOW STATION 1.0 METER.
 LX2371'
 LX2371'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2371'STAMPED---6129---,
 LX2371'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2371'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 LX2371'13.20 METERS (43.3 FT) WEST-NORTHWEST FROM POWER POLE 386,
 LX2371'17.83 METERS (58.5 FT) EAST-NORTHEAST FROM POWER POLE 385,
 LX2371'24.26 METERS (79.6 FT) SOUTHEAST FROM POWER POLE 3808 AND
 LX2371'6.71 METERS (22.0 FT) SOUTH FROM THE CENTERLINE OF CHURCH HILL
 LX2371'ROAD.
 LX2371'TO REACH AZIMUTH MARK FROM NEWTOWN AT THE
 LX2371'INTERSECTION OF CONNECTICUT ROUTE 25 (MAIN STREET) AND U.S. ROUTE
 LX2371'6 (CHURCH HILL ROAD) PROCEED EASTERLY ALONG U.S. ROUTE 6 FOR
 LX2371'1.6 KM (0.99 MI) TO THE STATION ON THE RIGHT.
 LX2371'
 LX2371'AZIMUTH MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX2371'STAMPED---C 2334---,
 LX2371'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX2371'22.86 METERS (75.0 FT) NORTH FROM THE CENTERLINE OF AN ENTRANCE
 LX2371'RAMP,
 LX2371'9.75 METERS (32.0 FT) NORTH FROM THE EDGE OF A ROCK CUT AND
 LX2371'9.60 METERS (31.5 FT) NORTHWEST FROM A SHORT 4 CM HEMLOCK TREE.
 LX2371'TO REACH AZIMUTH MARK FROM NEWTOWN AT THE
 LX2371'INTERSECTION OF CONNECTICUT ROUTE 34 (WASHINGTON AVENUE) AND
 LX2371'INTERSTATE ROUTE 84 (YANKEE EXPRESSWAY) PROCEED SOUTHEASTERLY
 LX2371'ALONG CONNECTICUT ROUTE 34 FOR 1.1 KM (0.71 MI) TO A ROAD
 LX2371'RIGHT.  TAKE RIGHT AND PROCEED WESTERLY ALONG MILE HILL ROAD FOR
 LX2371'0.3 KM (0.16 MI) TO AN ENTRANCE RAMP ON THE LEFT.  TAKE LEFT AND
 LX2371'PROCEED NORTHERLY ALONG ENTRANCE RAMP FOR 0.7 KM (0.41 MI) TO A
 LX2371'FORK.  BEAR LEFT AT FORK FOLLOWING SIGNS HEADING WEST, AND
 LX2371'PROCEED NORTH AND NORTHWESTERLY FOR 0.7 KM (0.42 MI) TO THE
 LX2371'STATION ON THE RIGHT, IN A ROCK CUT, APPROXIMATELY 12 METERS
 LX2371'ABOVE THE ROAD GRADE.
 LX2371'
 LX2371'AZIMUTH MARK NUMBER 3 IS A STANDARD CTGS DISK
 LX2371'STAMPED---6131---,
 LX2371'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2371'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2371'12.37 METERS (40.6 FT) WEST FROM POWER POLE 375,
 LX2371'5.64 METERS (18.5 FT) WEST FROM THE CENTERLINE OF AN ENTRANCE
 LX2371'RAMP HEADING WEST,
 LX2371'17.07 METERS (56.0 FT) WEST-NORTHWEST FROM THE CENTERLINE OF AN
 LX2371'ENTRANCE RAMP HEADING EAST,
 LX2371'40.23 METERS (132.0 FT) NORTH FROM THE CENTERLINE OF A CATCH
 LX2371'BASIN AND
 LX2371'28.96 METERS (95.0 FT) SOUTHWEST FROM THE CENTERLINE OF A CATCH
 LX2371'BASIN.
 LX2371'TO REACH AZIMUTH MARK FROM NEWTOWN AT THE
 LX2371'INTERSECTION OF CONNECTICUT ROUTE 34 (WASHINGTON AVENUE) AND
 LX2371'INTERSTATE ROUTE 84 (YANKEE EXPRESSWAY) PROCEED SOUTHEASTERLY
 LX2371'ALONG CONNECTICUT ROUTE 34 FOR 1.1 KM (0.71 MI) TO A ROAD RIGHT.
 LX2371'TAKE RIGHT AND PROCEED WESTERLY ALONG MILE HILL ROAD FOR 0.3 KM
 LX2371'(0.16 MI) TO AN ENTRANCE RAMP ON THE LEFT.  TAKE LEFT AND PROCEED
 LX2371'NORTHERLY ALONG ENTRANCE RAMP FOR 0.7 KM (0.41 MI) TO A FORK.
 LX2371'BEAR LEFT AT FORK FOLLOWING SIGNS HEADING WEST AND CONTINUE
 LX2371'NORTHERLY FOR 0.1 KM (0.07 MI) TO THE STATION ON THE RIGHT.
 LX2371'
 LX2371'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX2371'
 LX2371'DESCRIBED BY S MCCUSKER.
 LX2371
 LX2371                          STATION RECOVERY (1985)
 LX2371
 LX2371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2371'1.2 KM (0.75 MI) SE FROM SANDY HOOK.
 LX2371'1.2 KM (0.75 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2371'OF THE HIGHWAY BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE
 LX2371'MARK ON THE LEFT, IN THE MEDIAN OF THE HIGHWAY, AT THE INTERSECTION
 LX2371'WITH STATE HIGHWAY 34 CONNECTOR, 25.30 METERS (83.0 FT) SOUTHWEST OF
 LX2371'THE NORTHWEST CORNER OF A BRIDGE ABUTMENT, 8.56 METERS (28.1 FT)
 LX2371'NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF A BRIDGE ABUTMENT, 5.58
 LX2371'METERS (18.3 FT) NORTHWEST OF THE FACE OF A BRIDGE ABUTMENT.
 LX2371'THE MARK IS 1.22 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1917 ***********************************************************************
 LX1917  DESIGNATION -  6161
 LX1917  PID         -  LX1917
 LX1917  STATE/COUNTY-  CT/LITCHFIELD
 LX1917  USGS QUAD   -  NEW MILFORD (1984)
 LX1917
 LX1917                         *CURRENT SURVEY CONTROL
 LX1917  ___________________________________________________________________
 LX1917* NAD 83(1986)-  41 33 27.     (N)    073 24 59.     (W)     SCALED    
 LX1917* NAVD 88     -        85.681  (meters)     281.11   (feet)  ADJUSTED  
 LX1917  ___________________________________________________________________
 LX1917  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1917  DYNAMIC HT  -          85.653 (meters)     281.01  (feet)  COMP
 LX1917  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LX1917
 LX1917  VERT ORDER  -  FIRST     CLASS II
 LX1917
 LX1917.The horizontal coordinates were scaled from a topographic map and have
 LX1917.an estimated accuracy of +/- 6 seconds.
 LX1917
 LX1917.The orthometric height was determined by differential leveling
 LX1917.and adjusted by the National Geodetic Survey in June 1991..
 LX1917
 LX1917.The geoid height was determined by GEOID03.
 LX1917
 LX1917.The dynamic height is computed by dividing the NAVD 88
 LX1917.geopotential number by the normal gravity value computed on the
 LX1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1917.degrees latitude (g = 980.6199 gals.).
 LX1917
 LX1917.The modeled gravity was interpolated from observed gravity values.
 LX1917
 LX1917;                    North         East    Units  Estimated Accuracy
 LX1917;SPC CT       -   233,040.      249,210.      MT  (+/- 180 meters Scaled)
 LX1917
 LX1917                          SUPERSEDED SURVEY CONTROL
 LX1917
 LX1917.No superseded survey control is available for this station.
 LX1917
 LX1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM320018(NAD 83)
 LX1917_MARKER: DD = SURVEY DISK
 LX1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1917_SP_SET: CONCRETE POST
 LX1917_STAMPING: 6161
 LX1917_MARK LOGO: CTGS  
 LX1917_PROJECTION: RECESSED 5 CENTIMETERS
 LX1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1917+STABILITY: SURFACE MOTION
 LX1917
 LX1917  HISTORY     - Date     Condition        Report By
 LX1917  HISTORY     - UNK      MONUMENTED       CTGS
 LX1917  HISTORY     - 1984     GOOD             NGS
 LX1917
 LX1917                          STATION DESCRIPTION
 LX1917
 LX1917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1917'0.9 KM (0.55 MI) SOUTH FROM NEW MILFORD.
 LX1917'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAYS 7 AND 202 FROM THE JUNCTION
 LX1917'OF PICKETT DISTRICT ROAD IN NEW MILFORD TO THE MARK ON THE LEFT, NEAR
 LX1917'THE EXIT DRIVE OF KIMBERLY-CLARK INTEGRATED SERVICES CORPORATION,
 LX1917'6.46 METERS (21.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1917'15.85 METERS (52.0 FT) NORTH-NORTHEAST OF THE CENTER OF THE DRIVE,
 LX1917'7.53 METERS (24.7 FT) NORTHWEST OF A SECURITY LAMP POST, 2.96 METERS
 LX1917'(9.7 FT) NORTH-NORTHWEST OF A 30-CM (12-INCH) PINE TREE.
 LX1917'THE MARK IS 0.40 METERS  NW FROM A WITNESS POST.
 LX1917'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2552 ***********************************************************************
 LX2552  DESIGNATION -  6175
 LX2552  PID         -  LX2552
 LX2552  STATE/COUNTY-  CT/LITCHFIELD
 LX2552  USGS QUAD   -  NEW PRESTON (1984)
 LX2552
 LX2552                         *CURRENT SURVEY CONTROL
 LX2552  ___________________________________________________________________
 LX2552* NAD 83(1996)-  41 41 53.     (N)    073 20 39.     (W)     SCALED    
 LX2552* NAVD 88     -       212.704  (meters)     697.85   (feet)  ADJUSTED  
 LX2552  ___________________________________________________________________
 LX2552  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2552  DYNAMIC HT  -         212.629 (meters)     697.60  (feet)  COMP
 LX2552  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 LX2552
 LX2552  VERT ORDER  -  FIRST     CLASS II
 LX2552
 LX2552.The horizontal coordinates were scaled from a topographic map and have
 LX2552.an estimated accuracy of +/- 6 seconds.
 LX2552
 LX2552.The orthometric height was determined by differential leveling
 LX2552.and adjusted by the National Geodetic Survey in June 1991..
 LX2552
 LX2552.The geoid height was determined by GEOID03.
 LX2552
 LX2552.The dynamic height is computed by dividing the NAVD 88
 LX2552.geopotential number by the normal gravity value computed on the
 LX2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2552.degrees latitude (g = 980.6199 gals.).
 LX2552
 LX2552.The modeled gravity was interpolated from observed gravity values.
 LX2552
 LX2552;                    North         East    Units  Estimated Accuracy
 LX2552;SPC CT       -   248,610.      255,340.      MT  (+/- 180 meters Scaled)
 LX2552
 LX2552                          SUPERSEDED SURVEY CONTROL
 LX2552
 LX2552  NGVD 29 (07/14/89)  213.     (m)          699.     (f) VERT ANG       
 LX2552
 LX2552.Superseded values are not recommended for survey control.
 LX2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2552.See file dsdata.txt to determine how the superseded data were derived.
 LX2552
 LX2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM377175(NAD 83)
 LX2552_MARKER: DD = SURVEY DISK
 LX2552_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX2552_SP_SET: IN PREFABRICATED CONCRETE POST
 LX2552_STAMPING: 6175
 LX2552_MARK LOGO: CTGS  
 LX2552_PROJECTION: FLUSH
 LX2552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2552+STABILITY: SURFACE MOTION
 LX2552
 LX2552  HISTORY     - Date     Condition        Report By
 LX2552  HISTORY     - 1984     MONUMENTED       CTGS
 LX2552  HISTORY     - 1985     GOOD             NGS
 LX2552
 LX2552                          STATION DESCRIPTION
 LX2552
 LX2552'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1984 (AJK)
 LX2552'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI)
 LX2552'SOUTH OF WARREN, 4.4 KM (2.75 MI) WEST OF WOODVILLE AND 2.8 KM
 LX2552'(1.75 MI) NORTH NORTHWEST OF NEW PRESTON.
 LX2552'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 LX2552'EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24
 LX2552'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2552'
 LX2552'TO REACH THE STATION FROM WASHINGTON AT THE INTERSECTION OF STATE
 LX2552'ROUTE 45 (MAIN STREET) AND U.S. ROUTE 202 (NEW MILFORD LITCHFIELD
 LX2552'ROAD) PROCEED NORTHERLY ON STATE ROUTE 45 FOR 2.9 KM (1.82 MI) TO
 LX2552'THE STATION ON THE LEFT.
 LX2552'
 LX2552'THE STATION IS A STANDARD CTGS DISK
 LX2552'STAMPED---6175---,
 LX2552'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX2552'MASS OF CONCRETE 15 CM ON SIDE RECESSED 9 CM BELOW GROUND. LOCATED
 LX2552'29.69 METERS (97.4 FT) NORTHWEST FROM A POWER POLE 19,
 LX2552'10.52 METERS (34.5 FT) WEST FROM A POWER POLE 20,
 LX2552'21.34 METERS (70.0 FT) NORTH FROM THE EXTENDED CENTERLINE OF A
 LX2552'GRAVEL DRIVE AND
 LX2552'4.88 METERS (16.0 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 45.
 LX2552'
 LX2552'REFERENCE MARK NO. 1 IS A DRILL HOLE IN A CHISELED TRIANGLE
 LX2552'THAT IS ---UNSTAMPED---,
 LX2552'SET INTO THE SOUTHWEST CORNER OF A METAL CATCH BASIN FRAME.
 LX2552'LOCATED
 LX2552'10.36 METERS (34.0 FT) NORTH FROM THE CENTERLINE OF A GRAVEL DRIVE,
 LX2552'7.68 METERS (25.2 FT) SOUTH FROM A POWER POLE 21 AND
 LX2552'5.18 METERS (17.0 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 45.
 LX2552'MARK IS 0.1 METER BELOW THE STATION.
 LX2552'
 LX2552'REFERENCE MARK NO. 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2552'THAT IS ---UNSTAMPED---,
 LX2552'SET INTO A PRECAST CROSS IN THE TOP OF A PREFABRICATED CONCRETE POST
 LX2552'IMBEDDED IN A MASS OF CONCRETE 15 CM ON SIDE PROJECTING 20 CM ABOVE
 LX2552'THE GROUND. LOCATED
 LX2552'17.13 METERS (56.2 FT) NORTH FROM A POWER POLE 19,
 LX2552'9.45 METERS (31.0 FT) NORTH FROM THE CENTERLINE OF A GRAVEL DRIVE,
 LX2552'10.12 METERS (33.2 FT) SOUTH FROM A POWER POLE 20 AND
 LX2552'9.91 METERS (32.5 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 45.
 LX2552'MARK IS 0.1 METER BELOW THE STATION.
 LX2552'
 LX2552'REFERENCE MARK NO. 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2552'THAT IS ---UNSTAMPED---,
 LX2552'SET INTO A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE IN THE TOP OF A
 LX2552'BOULDER OF 1.0 METER LARGEST DIMENSION. LOCATED
 LX2552'20.36 METERS (66.8 FT) SOUTHWEST FROM A POWER POLE 20,
 LX2552'13.08 METERS (42.9 FT) WEST FROM A POWER POLE 19 AND
 LX2552'5.49 METERS (18.0 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 45.
 LX2552'MARK IS 0.7 METER ABOVE THE STATION.
 LX2552'
 LX2552'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK
 LX2552'STAMPED---6176---,
 LX2552'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX2552'MASS OF CONCRETE 15 CM ON SIDE RECESSED 20 CM BELOW GROUND. LOCATED
 LX2552'8.23 METERS (27.0 FT) WEST FROM THE CENTERLINE OF WEST SHORE ROAD,
 LX2552'11.06 METERS (36.3 FT) SOUTH FROM A POWER POLE A 1785 AND
 LX2552'12.04 METERS (39.5 FT) NORTH FROM THE CENTERLINE OF GOLF LINKS ROAD.
 LX2552'TO REACH THE AZIMUTH FROM WASHINGTON AT THE INTERSECTION OF
 LX2552'STATE ROUTE 45 (MAIN STREET) AND U.S. ROUTE 202 (NEW MILFORD
 LX2552'LITCHFIELD ROAD) PROCEED
 LX2552'NORTHERLY FOR 0.9 KM (0.55 MI) ON STATE ROUTE 45 TO A ROAD LEFT.
 LX2552'TAKE LEFT ON WEST SHORE ROAD AND PROCEED NORTHWESTERLY FOR 4.6 KM
 LX2552'(2.83 MI) TO THE STATION ON THE LEFT.
 LX2552'
 LX2552'AZIMUTH MARK NO. 2 IS A STANDARD USC+GS DISK
 LX2552'STAMPED---3524---,
 LX2552'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX2552'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 20 CM BELOW GROUND. LOCATED
 LX2552'29.87 METERS (98.0 FT) SOUTH FROM THE CENTERLINE OF WEST SHORE ROAD,
 LX2552'6.25 METERS (20.5 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 45 AND
 LX2552'1.73 METERS (5.7 FT) EAST FROM A POWER POLE 1710.
 LX2552'TO REACH THE AZIMUTH FROM THE STATION,
 LX2552'GO SOUTH FOR 2.0 KM (1.27 MI) ON STATE ROUTE 45 TO THE STATION ON
 LX2552'THE RIGHT.
 LX2552'
 LX2552'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 LX2552'
 LX2552'DESCRIBED BY R JORDAN.
 LX2552
 LX2552                          STATION RECOVERY (1985)
 LX2552
 LX2552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2552'2.8 KM (1.75 MI) NORTH FROM NEW PRESTON.
 LX2552'2.8 KM (1.75 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 LX2552'U.S. HIGHWAY 202 IN NEW PRESTON TO THE MARK ON THE LEFT, 4.9 METERS
 LX2552'(16.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 20.7 METERS (68.0 FT)
 LX2552'NORTH OF THE EXTENDED CENTER OF A ROAD LEADING EAST, 10.4 METERS (34.0
 LX2552'FT) WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE 20,
 LX2552'3.6 METERS (12.0 FT) NORTH OF AN OAK TREE.
 LX2552'THE MARK IS 0.45 METERS  E FROM  A WITNESS POST
 LX2552'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0379 ***********************************************************************
 LX0379  DESIGNATION -  62 T OF NH
 LX0379  PID         -  LX0379
 LX0379  STATE/COUNTY-  CT/NEW HAVEN
 LX0379  USGS QUAD   -  NEW HAVEN (1984)
 LX0379
 LX0379                         *CURRENT SURVEY CONTROL
 LX0379  ___________________________________________________________________
 LX0379* NAD 83(1986)-  41 17 39.     (N)    072 56 00.     (W)     SCALED    
 LX0379* NAVD 88     -         9.211  (meters)      30.22   (feet)  ADJUSTED  
 LX0379  ___________________________________________________________________
 LX0379  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0379  DYNAMIC HT  -           9.208 (meters)      30.21  (feet)  COMP
 LX0379  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 LX0379
 LX0379  VERT ORDER  -  FIRST     CLASS I
 LX0379
 LX0379.The horizontal coordinates were scaled from a topographic map and have
 LX0379.an estimated accuracy of +/- 6 seconds.
 LX0379
 LX0379.The orthometric height was determined by differential leveling
 LX0379.and adjusted by the National Geodetic Survey in June 1991..
 LX0379
 LX0379.The geoid height was determined by GEOID03.
 LX0379
 LX0379.The dynamic height is computed by dividing the NAVD 88
 LX0379.geopotential number by the normal gravity value computed on the
 LX0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0379.degrees latitude (g = 980.6199 gals.).
 LX0379
 LX0379.The modeled gravity was interpolated from observed gravity values.
 LX0379
 LX0379;                    North         East    Units  Estimated Accuracy
 LX0379;SPC CT       -   203,600.      289,450.      MT  (+/- 180 meters Scaled)
 LX0379
 LX0379                          SUPERSEDED SURVEY CONTROL
 LX0379
 LX0379  NGVD 29 (??/??/92)    9.53   (m)           31.3    (f) COMPUTED    1 1
 LX0379
 LX0379.Superseded values are not recommended for survey control.
 LX0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0379.See file dsdata.txt to determine how the superseded data were derived.
 LX0379
 LX0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL730734(NAD 83)
 LX0379_MARKER: DD = SURVEY DISK
 LX0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0379_STAMPING: NEW HAVEN 62
 LX0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0379+STABILITY: SURFACE MOTION
 LX0379
 LX0379  HISTORY     - Date     Condition        Report By
 LX0379  HISTORY     - UNK      MONUMENTED       CT0430
 LX0379  HISTORY     - 1965     GOOD             NGS
 LX0379
 LX0379                          STATION DESCRIPTION
 LX0379
 LX0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0379'AT NEW HAVEN.
 LX0379'AT NEW HAVEN, AT THE INTERSECTION OF HOWARD AVENUE AND SPRING
 LX0379'STREET, 21.0 FEET WEST OF THE WEST CURB OF HOWARD AVENUE, 8.6
 LX0379'FEET SOUTH OF THE SOUTH CURB OF SPRING STREET, 1 FOOT ABOVE THE
 LX0379'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH
 LX0379'WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2539 ***********************************************************************
 LX2539  DESIGNATION -  6202
 LX2539  PID         -  LX2539
 LX2539  STATE/COUNTY-  CT/LITCHFIELD
 LX2539  USGS QUAD   -  CORNWALL (1984)
 LX2539
 LX2539                         *CURRENT SURVEY CONTROL
 LX2539  ___________________________________________________________________
 LX2539* NAD 83(1996)-  41 46 53.     (N)    073 21 19.     (W)     SCALED    
 LX2539* NAVD 88     -       414.114  (meters)    1358.64   (feet)  ADJUSTED  
 LX2539  ___________________________________________________________________
 LX2539  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2539  DYNAMIC HT  -         413.966 (meters)    1358.15  (feet)  COMP
 LX2539  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 LX2539
 LX2539  VERT ORDER  -  FIRST     CLASS II
 LX2539
 LX2539.The horizontal coordinates were scaled from a topographic map and have
 LX2539.an estimated accuracy of +/- 6 seconds.
 LX2539
 LX2539.The orthometric height was determined by differential leveling
 LX2539.and adjusted by the National Geodetic Survey in June 1991..
 LX2539
 LX2539.The geoid height was determined by GEOID03.
 LX2539
 LX2539.The dynamic height is computed by dividing the NAVD 88
 LX2539.geopotential number by the normal gravity value computed on the
 LX2539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2539.degrees latitude (g = 980.6199 gals.).
 LX2539
 LX2539.The modeled gravity was interpolated from observed gravity values.
 LX2539
 LX2539;                    North         East    Units  Estimated Accuracy
 LX2539;SPC CT       -   257,870.      254,480.      MT  (+/- 180 meters Scaled)
 LX2539
 LX2539                          SUPERSEDED SURVEY CONTROL
 LX2539
 LX2539  NGVD 29 (07/14/89)  413.     (m)         1355.     (f) VERT ANG       
 LX2539
 LX2539.Superseded values are not recommended for survey control.
 LX2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2539.See file dsdata.txt to determine how the superseded data were derived.
 LX2539
 LX2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM366268(NAD 83)
 LX2539_MARKER: DD = SURVEY DISK
 LX2539_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX2539_SP_SET: IN PREFABRICATED CONCRETE POST
 LX2539_STAMPING: 6202
 LX2539_MARK LOGO: CTGS  
 LX2539_PROJECTION: RECESSED 3 CENTIMETERS
 LX2539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2539+STABILITY: SURFACE MOTION
 LX2539
 LX2539  HISTORY     - Date     Condition        Report By
 LX2539  HISTORY     - 1984     MONUMENTED       CTGS
 LX2539  HISTORY     - 1985     GOOD             NGS
 LX2539
 LX2539                          STATION DESCRIPTION
 LX2539
 LX2539'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1984 (AJK)
 LX2539'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTHWEST OF WEST
 LX2539'GOSHEN, 4.4 KM (2.75 MI) NORTH NORTHWEST OF WARREN AND 4.4 KM (2.75
 LX2539'MI) SOUTH SOUTHEAST OF CORNWALL BRIDGE.
 LX2539'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 LX2539'EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24
 LX2539'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2539'
 LX2539'TO REACH THE STATION FROM CORNWALL AT THE INTERSECTION OF U.S.
 LX2539'ROUTE 7 (KENT ROAD) AND STATE ROUTE 45 (WARREN ROAD) PROCEED
 LX2539'SOUTHEAST ON STATE ROUTE 45 FOR 3.7 KM (2.28 MI) TO THE STATION ON
 LX2539'THE RIGHT.
 LX2539'
 LX2539'THE STATION IS A STANDARD CTGS DISK
 LX2539'STAMPED---6202---,
 LX2539'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX2539'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 10 CM BELOW GROUND. LOCATED
 LX2539'18.84 METERS (61.8 FT) SOUTHWEST FROM A POWER POLE 8286,
 LX2539'6.71 METERS (22.0 FT) SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE
 LX2539'45 AND
 LX2539'6.40 METERS (21.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 LX2539'BITUMINOUS DRIVE.
 LX2539'
 LX2539'REFERENCE MARK NO. 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2539'THAT IS ---UNSTAMPED---,
 LX2539'SET INTO A 1/4 INCH DRILL HOLE IN A PRECAST CROSS IN THE TOP OF A
 LX2539'PREFABRICATED CONCRETE POST IMBEDDED IN A MASS OF CONCRETE 15 CM ON
 LX2539'SIDE PROJECTING 3 CM ABOVE GROUND. LOCATED
 LX2539'25.21 METERS (82.7 FT) SOUTH-SOUTHWEST FROM A POWER POLE 8286,
 LX2539'13.41 METERS (44.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 LX2539'BITUMINOUS DRIVE AND
 LX2539'10.67 METERS (35.0 FT) SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE
 LX2539'45.
 LX2539'MARK IS 0.1 METER ABOVE THE STATION.
 LX2539'
 LX2539'REFERENCE MARK NO. 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2539'THAT IS ---UNSTAMPED---,
 LX2539'SET INTO A 1/4 INCH DRILL HOLE IN A PRECAST CROSS IN THE TOP OF A
 LX2539'PREFABRICATED CONCRETE POST IMBEDDED IN A MASS OF CONCRETE 15 CM ON
 LX2539'SIDE PROJECTING 3 CM ABOVE GROUND. LOCATED
 LX2539'21.95 METERS (72.0 FT) SOUTHWEST FROM A POWER POLE 8286,
 LX2539'10.52 METERS (34.5 FT) SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE
 LX2539'45 AND
 LX2539'5.79 METERS (19.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 LX2539'BITUMINOUS DRIVE.
 LX2539'MARK IS 0.1 METER ABOVE THE STATION.
 LX2539'
 LX2539'REFERENCE MARK NO. 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX2539'THAT IS ---UNSTAMPED---,
 LX2539'SET INTO A 1/4 INCH DRILL HOLE IN A PRECAST CROSS IN THE TOP OF A
 LX2539'PREFABRICATED CONCRETE POST IMBEDDED IN A MASS OF CONCRETE 15 CM ON
 LX2539'SIDE, PROJECTING 20 CM ABOVE GROUND. LOCATED
 LX2539'24.60 METERS (80.7 FT) WEST FROM A POWER POLE 8286,
 LX2539'11.89 METERS (39.0 FT) SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE
 LX2539'45 AND
 LX2539'9.60 METERS (31.5 FT) NORTHWEST FROM THE CENTERLINE OF A BITUMINOUS
 LX2539'DRIVE.
 LX2539'MARK IS 1.0 METER ABOVE THE STATION.
 LX2539'
 LX2539'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK
 LX2539'STAMPED---6203---,
 LX2539'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX2539'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 6 CM BELOW GROUND. LOCATED
 LX2539'8.87 METERS (29.1 FT) SOUTHWEST FROM A POWER POLE C 7531,
 LX2539'4.88 METERS (16 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 45 AND
 LX2539'5.18 METERS (17 FT) NORTH FROM THE CENTERLINE OF A BITUMINOUS APRON
 LX2539'TO AN EARTH DRIVE.
 LX2539'TO REACH THE AZIMUTH FROM THE STATION,
 LX2539'GO SOUTH FOR 0.2 KM (0.15 MI) ON STATE ROUTE 45 TO THE STATION ON
 LX2539'THE LEFT.
 LX2539'
 LX2539'AZIMUTH MARK NO. 2 IS A STANDARD CTGS DISK
 LX2539'STAMPED---6204---,
 LX2539'SET INTO A ROCK LEDGE. LOCATED
 LX2539'20.88 METERS (68.5 FT) SOUTH FROM A POWER POLE 6796,
 LX2539'7.16 METERS (23.5 FT) EAST FROM THE CENTERLINE OF STATE ROUTE 45 AND
 LX2539'3.93 METERS (12.9 FT) SOUTHWEST FROM A 30 CM ASH TREE.
 LX2539'TO REACH THE AZIMUTH FROM THE STATION,
 LX2539'GO NORTH FOR 0.2 KM (0.13 MI) ON STATE ROUTE 45 TO THE STATION ON
 LX2539'THE RIGHT.
 LX2539'
 LX2539'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 LX2539'
 LX2539'DESCRIBED BY R JORDAN.
 LX2539
 LX2539                          STATION RECOVERY (1985)
 LX2539
 LX2539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2539'4.2 KM (2.6 MI) NORTH FROM WARREN.
 LX2539'4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2539'WARREN TO THE MARK ON THE LEFT, 6.98 METERS (22.9 FT) WEST OF THE
 LX2539'CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTH OF THE EXTENDED
 LX2539'CENTER OF FLAT ROCKS ROAD, 2.47 METERS (8.1 FT) SOUTH OF THE SOUTH
 LX2539'EDGE OF A DRIVEWAY, 1.43 METERS (4.7 FT) NORTHWEST OF MAIL BOX 56.
 LX2539'THE MARK IS 0.21 METERS  E FROM  A WITNESS POST
 LX2539'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2540 ***********************************************************************
 LX2540  DESIGNATION -  6203
 LX2540  PID         -  LX2540
 LX2540  STATE/COUNTY-  CT/LITCHFIELD
 LX2540  USGS QUAD   -  CORNWALL (1984)
 LX2540
 LX2540                         *CURRENT SURVEY CONTROL
 LX2540  ___________________________________________________________________
 LX2540* NAD 83(1986)-  41 46 46.     (N)    073 21 15.     (W)     SCALED    
 LX2540* NAVD 88     -       412.232  (meters)    1352.46   (feet)  ADJUSTED  
 LX2540  ___________________________________________________________________
 LX2540  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2540  DYNAMIC HT  -         412.085 (meters)    1351.98  (feet)  COMP
 LX2540  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 LX2540
 LX2540  VERT ORDER  -  FIRST     CLASS II
 LX2540
 LX2540.The horizontal coordinates were scaled from a topographic map and have
 LX2540.an estimated accuracy of +/- 6 seconds.
 LX2540
 LX2540.The orthometric height was determined by differential leveling
 LX2540.and adjusted by the National Geodetic Survey in June 1991..
 LX2540
 LX2540.The geoid height was determined by GEOID03.
 LX2540
 LX2540.The dynamic height is computed by dividing the NAVD 88
 LX2540.geopotential number by the normal gravity value computed on the
 LX2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2540.degrees latitude (g = 980.6199 gals.).
 LX2540
 LX2540.The modeled gravity was interpolated from observed gravity values.
 LX2540
 LX2540;                    North         East    Units  Estimated Accuracy
 LX2540;SPC CT       -   257,650.      254,570.      MT  (+/- 180 meters Scaled)
 LX2540
 LX2540                          SUPERSEDED SURVEY CONTROL
 LX2540
 LX2540.No superseded survey control is available for this station.
 LX2540
 LX2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM367265(NAD 83)
 LX2540_MARKER: DD = SURVEY DISK
 LX2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2540_SP_SET: CONCRETE POST
 LX2540_STAMPING: 6203
 LX2540_MARK LOGO: CTGS  
 LX2540_PROJECTION: RECESSED 3 CENTIMETERS
 LX2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2540+STABILITY: SURFACE MOTION
 LX2540
 LX2540  HISTORY     - Date     Condition        Report By
 LX2540  HISTORY     - UNK      MONUMENTED       CTGS
 LX2540  HISTORY     - 1985     GOOD             NGS
 LX2540
 LX2540                          STATION DESCRIPTION
 LX2540
 LX2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2540'3.9 KM (2.4 MI) NORTH FROM WARREN.
 LX2540'3.9 KM (2.45 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2540'WARREN TO THE MARK ON THE RIGHT, 4.9 METERS (16.2 FT) EAST OF THE
 LX2540'CENTERLINE OF THE HIGHWAY, 5.1 METERS (16.7 FT) NORTH OF THE CENTER OF
 LX2540'E.A. SUNDES DRIVEWAY, 0.21 METER (0.7 FT) WEST OF A GUARD RAIL.
 LX2540'THE MARK IS 0.48 METERS  W FROM  A WITNESS POST
 LX2540'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2537 ***********************************************************************
 LX2537  DESIGNATION -  6204
 LX2537  PID         -  LX2537
 LX2537  STATE/COUNTY-  CT/LITCHFIELD
 LX2537  USGS QUAD   -  CORNWALL (1984)
 LX2537
 LX2537                         *CURRENT SURVEY CONTROL
 LX2537  ___________________________________________________________________
 LX2537* NAD 83(1986)-  41 46 59.     (N)    073 21 24.     (W)     SCALED    
 LX2537* NAVD 88     -       407.429  (meters)    1336.71   (feet)  ADJUSTED  
 LX2537  ___________________________________________________________________
 LX2537  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX2537  DYNAMIC HT  -         407.285 (meters)    1336.23  (feet)  COMP
 LX2537  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 LX2537
 LX2537  VERT ORDER  -  FIRST     CLASS II
 LX2537
 LX2537.The horizontal coordinates were scaled from a topographic map and have
 LX2537.an estimated accuracy of +/- 6 seconds.
 LX2537
 LX2537.The orthometric height was determined by differential leveling
 LX2537.and adjusted by the National Geodetic Survey in June 1991..
 LX2537
 LX2537.The geoid height was determined by GEOID03.
 LX2537
 LX2537.The dynamic height is computed by dividing the NAVD 88
 LX2537.geopotential number by the normal gravity value computed on the
 LX2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2537.degrees latitude (g = 980.6199 gals.).
 LX2537
 LX2537.The modeled gravity was interpolated from observed gravity values.
 LX2537
 LX2537;                    North         East    Units  Estimated Accuracy
 LX2537;SPC CT       -   258,050.      254,370.      MT  (+/- 180 meters Scaled)
 LX2537
 LX2537                          SUPERSEDED SURVEY CONTROL
 LX2537
 LX2537.No superseded survey control is available for this station.
 LX2537
 LX2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM365269(NAD 83)
 LX2537_MARKER: DD = SURVEY DISK
 LX2537_SETTING: 66 = SET IN ROCK OUTCROP
 LX2537_SP_SET: ROCK OUTCROP
 LX2537_STAMPING: 6204
 LX2537_MARK LOGO: CTGS  
 LX2537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2537+STABILITY: POSITION/ELEVATION WELL
 LX2537
 LX2537  HISTORY     - Date     Condition        Report By
 LX2537  HISTORY     - UNK      MONUMENTED       CTGS
 LX2537  HISTORY     - 1985     GOOD             NGS
 LX2537
 LX2537                          STATION DESCRIPTION
 LX2537
 LX2537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2537'4.4 KM (2.75 MI) NORTH FROM WARREN.
 LX2537'4.4 KM (2.75 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2537'WARREN TO THE MARK ON THE RIGHT, 7.3 METERS (24.0 FT) NORTHEAST OF THE
 LX2537'CENTERLINE OF THE HIGHWAY.
 LX2537'THE MARK IS 0.27 METERS  S FROM  A WITNESS POST
 LX2537'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2654 ***********************************************************************
 MZ2654  DESIGNATION -  6239
 MZ2654  PID         -  MZ2654
 MZ2654  STATE/COUNTY-  CT/LITCHFIELD
 MZ2654  USGS QUAD   -  SOUTH SANDISFIELD (1969)
 MZ2654
 MZ2654                         *CURRENT SURVEY CONTROL
 MZ2654  ___________________________________________________________________
 MZ2654* NAD 83(1996)-  42 00 22.     (N)    073 14 21.     (W)     SCALED    
 MZ2654* NAVD 88     -       255.9    (meters)     840.     (feet)  VERTCON   
 MZ2654  ___________________________________________________________________
 MZ2654  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 MZ2654
 MZ2654  VERT ORDER  -  THIRD (See Below)
 MZ2654
 MZ2654.The horizontal coordinates were scaled from a topographic map and have
 MZ2654.an estimated accuracy of +/- 6 seconds.
 MZ2654
 MZ2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2654.The vertical order pertains to the NGVD 29 superseded value.
 MZ2654
 MZ2654.The geoid height was determined by GEOID03.
 MZ2654
 MZ2654;                    North         East    Units  Estimated Accuracy
 MZ2654;SPC CT       -   282,770.      264,280.      MT  (+/- 180 meters Scaled)
 MZ2654
 MZ2654                          SUPERSEDED SURVEY CONTROL
 MZ2654
 MZ2654  NGVD 29 (07/14/89)  256.1    (m)          840.     (f) LEVELING    3  
 MZ2654
 MZ2654.Superseded values are not recommended for survey control.
 MZ2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2654.See file dsdata.txt to determine how the superseded data were derived.
 MZ2654
 MZ2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM458519(NAD 83)
 MZ2654_MARKER: DH = HORIZONTAL CONTROL DISK
 MZ2654_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 MZ2654_SP_SET: PREFABRICATED CONCRETE POST
 MZ2654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2654+STABILITY: SURFACE MOTION
 MZ2654
 MZ2654  HISTORY     - Date     Condition        Report By
 MZ2654  HISTORY     - 1984     MONUMENTED       CTGS
 MZ2654
 MZ2654                          STATION DESCRIPTION
 MZ2654
 MZ2654'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1984 (AJK)
 MZ2654'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 MZ2654'NORTHEAST OF SOUTH CANAAN, 4.4 KM (2.75 MI) SOUTH OF NORTH NORFOLK
 MZ2654'AND 4.0 KM (2.5 MI) EAST OF EAST CANAAN.
 MZ2654'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 MZ2654'EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24
 MZ2654'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 MZ2654'
 MZ2654'TO REACH THE STATION FROM NORFOLK AT THE NORTH INTERSECTION OF U.S.
 MZ2654'ROUTE 44 (GREENWOODS ROAD WEST) AND STATE ROUTE 272 (NORTH STREET)
 MZ2654'PROCEED WESTERLY ALONG U.S. ROUTE 44 FOR 3.4 KM (2.12 MI) TO THE
 MZ2654'STATION ON THE RIGHT.
 MZ2654'
 MZ2654'THE STATION IS A STANDARD CTGS DISK
 MZ2654'STAMPED---6239---,
 MZ2654'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 MZ2654'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 6 CM BELOW GROUND. LOCATED
 MZ2654'28.47 METERS (93.4 FT) WEST-SOUTHWEST FROM A POWER POLE 441,
 MZ2654'5.76 METERS (18.9 FT) EAST-SOUTHEAST FROM A POWER POLE 442 AND
 MZ2654'6.55 METERS (21.5 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 44.
 MZ2654'
 MZ2654'REFERENCE MARK NO. 1 IS A DRILL HOLE IN A TROLLEY SPIKE
 MZ2654'THAT IS ---UNSTAMPED---,
 MZ2654'DRIVEN INTO A 30 CM MAPLE TREE SET 0.5 METER ABOVE THE
 MZ2654'GROUND. LOCATED
 MZ2654'25.60 METERS (84.0 FT) SOUTHWEST FROM A POWER POLE 441,
 MZ2654'21.31 METERS (69.9 FT) SOUTHEAST FROM A POWER POLE 442 AND
 MZ2654'6.86 METERS (22.5 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 44.
 MZ2654'MARK IS 0.5 METER ABOVE THE STATION.
 MZ2654'
 MZ2654'REFERENCE MARK NO. 2 IS A STANDARD NGS VERTICAL CONTROL DISK
 MZ2654'STAMPED---J 53 1984---,
 MZ2654'SET INTO THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A BOX
 MZ2654'CULVERT UNDER THE HIGHWAY. LOCATED
 MZ2654'29.63 METERS (97.2 FT) SOUTHWEST FROM A POWER POLE 442,
 MZ2654'15.03 METERS (49.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE 443,
 MZ2654'24.48 METERS (80.3 FT) EAST FROM A POWER POLE 444,
 MZ2654'4.57 METERS (15.0 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 44 AND
 MZ2654'0.3 METER (1.0 FT) WEST FROM THE EAST END OF THE HEADWALL.
 MZ2654'MARK IS 0.3 METER BELOW THE STATION.
 MZ2654'
 MZ2654'REFERENCE MARK NO. 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 MZ2654'THAT IS ---UNSTAMPED---,
 MZ2654'SET INTO A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE IN THE TOP
 MZ2654'EASTERLY PORTION OF A CONCRETE ENDWALL. LOCATED
 MZ2654'24.96 METERS (81.9 FT) WEST FROM A POWER POLE 442,
 MZ2654'7.19 METERS (23.6 FT) SOUTHEAST FROM A POWER POLE 443 AND
 MZ2654'6.55 METERS (21.5 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 44.
 MZ2654'MARK IS 0.5 METER BELOW THE STATION.
 MZ2654'
 MZ2654'AZIMUTH MARK NO. 1 IS A STANDARD USC+GS DISK
 MZ2654'STAMPED---770---,
 MZ2654'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 MZ2654'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 9 CM BELOW PAVEMENT.
 MZ2654'LOCATED
 MZ2654'15.39 METERS (50.5 FT) SOUTH FROM A POWER POLE 1370,
 MZ2654'4.51 METERS (14.8 FT) SOUTHEAST FROM A 60 CM PINE TREE,
 MZ2654'4.57 METERS (15.0 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 44 AND
 MZ2654'17.80 METERS (58.4 FT) WEST-SOUTHWEST FROM A 150 CM COTTONWOOD TREE.
 MZ2654'TO REACH THE AZIMUTH FROM THE STATION,
 MZ2654'GO WEST FOR 0.2 KM (0.11 MI) ON U.S. ROUTE 44 TO THE STATION ON THE
 MZ2654'RIGHT.
 MZ2654'
 MZ2654'AZIMUTH MARK NO. 2 IS A STANDARD USC+GS DISK
 MZ2654'STAMPED---769---,
 MZ2654'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 MZ2654'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 3 CM BELOW GROUND. LOCATED
 MZ2654'28.47 METERS (93.4 FT) WEST-SOUTHWEST FROM A POWER POLE 429,
 MZ2654'6.3 METERS (20.8 FT) SOUTHEAST FROM A POWER POLE 430 AND
 MZ2654'5.03 METERS (16.5 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 44.
 MZ2654'TO REACH THE AZIMUTH FROM THE STATION,
 MZ2654'GO EAST FOR 0.4 KM (0.24 MI) ON U.S. ROUTE 44 TO THE STATION ON THE
 MZ2654'LEFT.
 MZ2654'
 MZ2654'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MZ2654'A TAPED TRAVERSE WAS MADE TO BM J 53 1984. SEE DESCRIPTION THEREOF.
 MZ2654'
 MZ2654'DESCRIBED BY S J MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1783 ***********************************************************************
 LW1783  DESIGNATION -  6243
 LW1783  PID         -  LW1783
 LW1783  STATE/COUNTY-  CT/WINDHAM
 LW1783  USGS QUAD   -  PUTNAM (1970)
 LW1783
 LW1783                         *CURRENT SURVEY CONTROL
 LW1783  ___________________________________________________________________
 LW1783* NAD 83(1986)-  41 54 50.     (N)    071 54 27.     (W)     SCALED    
 LW1783* NAVD 88     -        89.170  (meters)     292.55   (feet)  ADJUSTED  
 LW1783  ___________________________________________________________________
 LW1783  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1783  DYNAMIC HT  -          89.141 (meters)     292.46  (feet)  COMP
 LW1783  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 LW1783
 LW1783  VERT ORDER  -  FIRST     CLASS II
 LW1783
 LW1783.The horizontal coordinates were scaled from a topographic map and have
 LW1783.an estimated accuracy of +/- 6 seconds.
 LW1783
 LW1783.The orthometric height was determined by differential leveling
 LW1783.and adjusted by the National Geodetic Survey in June 1991..
 LW1783
 LW1783.The geoid height was determined by GEOID03.
 LW1783
 LW1783.The dynamic height is computed by dividing the NAVD 88
 LW1783.geopotential number by the normal gravity value computed on the
 LW1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1783.degrees latitude (g = 980.6199 gals.).
 LW1783
 LW1783.The modeled gravity was interpolated from observed gravity values.
 LW1783
 LW1783;                    North         East    Units  Estimated Accuracy
 LW1783;SPC CT       -   272,750.      374,700.      MT  (+/- 180 meters Scaled)
 LW1783
 LW1783                          SUPERSEDED SURVEY CONTROL
 LW1783
 LW1783.No superseded survey control is available for this station.
 LW1783
 LW1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG588443(NAD 83)
 LW1783_MARKER: DD = SURVEY DISK
 LW1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1783_SP_SET: CONCRETE POST
 LW1783_STAMPING: 6243
 LW1783_MARK LOGO: CTGS  
 LW1783_PROJECTION: RECESSED 11 CENTIMETERS
 LW1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1783+STABILITY: SURFACE MOTION
 LW1783
 LW1783  HISTORY     - Date     Condition        Report By
 LW1783  HISTORY     - 1985     MONUMENTED       CTGS
 LW1783  HISTORY     - 1986     GOOD             NGS
 LW1783  HISTORY     - 19961207 GOOD             USPSQD
 LW1783
 LW1783                          STATION DESCRIPTION
 LW1783
 LW1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1783'0.2 KM (0.1 MI) SOUTH FROM PUTNAM.
 LW1783'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1783'U.S. HIGHWAY 44 IN PUTNAM TO THE MARK ON THE RIGHT.  IT IS 9.60 METERS
 LW1783'(31.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 27.98 METERS (91.8
 LW1783'FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY NO. 81 AND 22.34
 LW1783'METERS (73.3 FT) SOUTH OF UTILITY POLE NO. 81-S.
 LW1783'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1783
 LW1783                          STATION RECOVERY (1996)
 LW1783
 LW1783'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0378 ***********************************************************************
 LX0378  DESIGNATION -  63 T OF NH
 LX0378  PID         -  LX0378
 LX0378  STATE/COUNTY-  CT/NEW HAVEN
 LX0378  USGS QUAD   -  NEW HAVEN (1984)
 LX0378
 LX0378                         *CURRENT SURVEY CONTROL
 LX0378  ___________________________________________________________________
 LX0378* NAD 83(1986)-  41 17 31.     (N)    072 55 58.     (W)     SCALED    
 LX0378* NAVD 88     -         8.752  (meters)      28.71   (feet)  ADJUSTED  
 LX0378  ___________________________________________________________________
 LX0378  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX0378  DYNAMIC HT  -           8.749 (meters)      28.70  (feet)  COMP
 LX0378  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 LX0378
 LX0378  VERT ORDER  -  FIRST     CLASS I
 LX0378
 LX0378.The horizontal coordinates were scaled from a topographic map and have
 LX0378.an estimated accuracy of +/- 6 seconds.
 LX0378
 LX0378.The orthometric height was determined by differential leveling
 LX0378.and adjusted by the National Geodetic Survey in June 1991..
 LX0378
 LX0378.The geoid height was determined by GEOID03.
 LX0378
 LX0378.The dynamic height is computed by dividing the NAVD 88
 LX0378.geopotential number by the normal gravity value computed on the
 LX0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0378.degrees latitude (g = 980.6199 gals.).
 LX0378
 LX0378.The modeled gravity was interpolated from observed gravity values.
 LX0378
 LX0378;                    North         East    Units  Estimated Accuracy
 LX0378;SPC CT       -   203,350.      289,490.      MT  (+/- 180 meters Scaled)
 LX0378
 LX0378                          SUPERSEDED SURVEY CONTROL
 LX0378
 LX0378  NGVD 29 (??/??/92)    9.07   (m)           29.8    (f) COMPUTED    1 1
 LX0378
 LX0378.Superseded values are not recommended for survey control.
 LX0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0378.See file dsdata.txt to determine how the superseded data were derived.
 LX0378
 LX0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL730732(NAD 83)
 LX0378_MARKER: DD = SURVEY DISK
 LX0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0378_STAMPING: NEW HAVEN 63
 LX0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0378+STABILITY: SURFACE MOTION
 LX0378
 LX0378  HISTORY     - Date     Condition        Report By
 LX0378  HISTORY     - UNK      MONUMENTED       CT0430
 LX0378  HISTORY     - 1965     GOOD             NGS
 LX0378
 LX0378                          STATION DESCRIPTION
 LX0378
 LX0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0378'AT NEW HAVEN.
 LX0378'AT NEW HAVEN, AT THE JUNCTION OF KIMBERLY AVENUE AND HOWARD AVENUE,
 LX0378'8 1/2 FEET SOUTHEAST OF THE SOUTHEAST CURB OF KIMBERLY AVENUE,
 LX0378'21 1/2 FEET WEST OF THE WEST CURB OF HOWARD AVENUE, 6 1/2 FEET
 LX0378'EAST OF A METAL POST SUPPORTING A TRAFFIC CONTROL BOX, ABOUT
 LX0378'LEVEL WITH THE AVENUE AND SET IN THE TOP OF A CONCRETE POST ABOUT
 LX0378'1/2 INCH BELOW THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2677 ***********************************************************************
 LX2677  DESIGNATION -  64 T OF TORRINGTON
 LX2677  PID         -  LX2677
 LX2677  STATE/COUNTY-  CT/LITCHFIELD
 LX2677  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2677
 LX2677                         *CURRENT SURVEY CONTROL
 LX2677  ___________________________________________________________________
 LX2677* NAD 83(1986)-  41 49 43.     (N)    073 11 11.     (W)     SCALED    
 LX2677* NAVD 88     -       373.414  (meters)    1225.11   (feet)  ADJUSTED  
 LX2677  ___________________________________________________________________
 LX2677  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2677  DYNAMIC HT  -         373.284 (meters)    1224.68  (feet)  COMP
 LX2677  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 LX2677
 LX2677  VERT ORDER  -  FIRST     CLASS II
 LX2677
 LX2677.The horizontal coordinates were scaled from a topographic map and have
 LX2677.an estimated accuracy of +/- 6 seconds.
 LX2677
 LX2677.The orthometric height was determined by differential leveling
 LX2677.and adjusted by the National Geodetic Survey in June 1991..
 LX2677
 LX2677.The geoid height was determined by GEOID03.
 LX2677
 LX2677.The dynamic height is computed by dividing the NAVD 88
 LX2677.geopotential number by the normal gravity value computed on the
 LX2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2677.degrees latitude (g = 980.6199 gals.).
 LX2677
 LX2677.The modeled gravity was interpolated from observed gravity values.
 LX2677
 LX2677;                    North         East    Units  Estimated Accuracy
 LX2677;SPC CT       -   263,030.      268,550.      MT  (+/- 180 meters Scaled)
 LX2677
 LX2677                          SUPERSEDED SURVEY CONTROL
 LX2677
 LX2677.No superseded survey control is available for this station.
 LX2677
 LX2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM506323(NAD 83)
 LX2677_MARKER: DD = SURVEY DISK
 LX2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2677_SP_SET: CONCRETE POST
 LX2677_STAMPING: 64
 LX2677_MARK LOGO: CTGS  
 LX2677_PROJECTION: FLUSH
 LX2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2677+STABILITY: SURFACE MOTION
 LX2677
 LX2677  HISTORY     - Date     Condition        Report By
 LX2677  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2677  HISTORY     - 1985     GOOD             NGS
 LX2677
 LX2677                          STATION DESCRIPTION
 LX2677
 LX2677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2677'3.6 KM (2.25 MI) EAST FROM GOSHEN.
 LX2677'3.6 KM (2.25 MILES) EAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 LX2677'STATE HIGHWAY 63 IN GOSHEN TO THE MARK ON THE LEFT, 8.83 METERS (29.0
 LX2677'FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.83 METERS (29.0 FT)
 LX2677'NORTHWEST OF THE NORTHWEST CORNER OF A METAL CATCH BASIN, 16.91 METERS
 LX2677'(55.5 FT) NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE
 LX2677'NUMBER 168.
 LX2677'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2677'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0711 ***********************************************************************
 LX0711  DESIGNATION -  643.56
 LX0711  PID         -  LX0711
 LX0711  STATE/COUNTY-  CT/LITCHFIELD
 LX0711  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0711
 LX0711                         *CURRENT SURVEY CONTROL
 LX0711  ___________________________________________________________________
 LX0711* NAD 83(1986)-  41 58 32.     (N)    073 21 25.     (W)     SCALED    
 LX0711* NAVD 88     -       195.850  (meters)     642.55   (feet)  ADJUSTED  
 LX0711  ___________________________________________________________________
 LX0711  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0711  DYNAMIC HT  -         195.783 (meters)     642.33  (feet)  COMP
 LX0711  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LX0711
 LX0711  VERT ORDER  -  SECOND    CLASS 0
 LX0711
 LX0711.The horizontal coordinates were scaled from a topographic map and have
 LX0711.an estimated accuracy of +/- 6 seconds.
 LX0711
 LX0711.The orthometric height was determined by differential leveling
 LX0711.and adjusted by the National Geodetic Survey in June 1991..
 LX0711
 LX0711.The geoid height was determined by GEOID03.
 LX0711
 LX0711.The dynamic height is computed by dividing the NAVD 88
 LX0711.geopotential number by the normal gravity value computed on the
 LX0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0711.degrees latitude (g = 980.6199 gals.).
 LX0711
 LX0711.The modeled gravity was interpolated from observed gravity values.
 LX0711
 LX0711;                    North         East    Units  Estimated Accuracy
 LX0711;SPC CT       -   279,430.      254,500.      MT  (+/- 180 meters Scaled)
 LX0711
 LX0711                          SUPERSEDED SURVEY CONTROL
 LX0711
 LX0711  NGVD 29 (??/??/92)  196.07   (m)          643.3    (f) COMPUTED    2 0
 LX0711
 LX0711.Superseded values are not recommended for survey control.
 LX0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0711.See file dsdata.txt to determine how the superseded data were derived.
 LX0711
 LX0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM361483(NAD 83)
 LX0711_MARKER: Q = CHISELED SQUARE
 LX0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0711_SP_SET: BRIDGE
 LX0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0711
 LX0711  HISTORY     - Date     Condition        Report By
 LX0711  HISTORY     - UNK      MONUMENTED       USGS
 LX0711  HISTORY     - 1935     GOOD             NGS
 LX0711  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0711
 LX0711                          STATION DESCRIPTION
 LX0711
 LX0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0711'1.9 MI N FROM FALLS VILLAGE.
 LX0711'1.9 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0711'RAILROAD FROM THE STATION AT FALLS VILLAGE, LITCHFIELD COUNTY,
 LX0711'0.6 MILE WEST OF A U.S. GYPSUM PLANT IN 1935, NEAR CROSSING
 LX0711'77.87, AT A 30-FOOT CONCRETE HIGHWAY BRIDGE, ON THE NORTHEAST
 LX0711'WINGWALL, 110 FEET WEST OF THE WEST RAIL, AND 2-1/2 FEET LOWER
 LX0711'THAN THE RAIL.  A CHISELED SQUARE.
 LX0711
 LX0711                          STATION RECOVERY (1984)
 LX0711
 LX0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0711'NOT RECOVERED, MARK ASSUMED DESTROYED WHEN BRIDGE WAS REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3812 ***********************************************************************
 LX3812  DESIGNATION -  656
 LX3812  PID         -  LX3812
 LX3812  STATE/COUNTY-  CT/FAIRFIELD
 LX3812  USGS QUAD   -  BOTSFORD (1984)
 LX3812
 LX3812                         *CURRENT SURVEY CONTROL
 LX3812  ___________________________________________________________________
 LX3812* NAD 83(1996)-  41 18 56.70385(N)    073 21 06.01132(W)     ADJUSTED  
 LX3812* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 LX3812  ___________________________________________________________________
 LX3812  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 LX3812  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX3812
 LX3812  HORZ ORDER  -  SECOND
 LX3812
 LX3812.The horizontal coordinates were established by classical geodetic methods
 LX3812.and adjusted by the National Geodetic Survey in August 1998..
 LX3812
 LX3812.The orthometric height was scaled from a topographic map.
 LX3812
 LX3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3812
 LX3812.The geoid height was determined by GEOID03.
 LX3812
 LX3812;                    North         East     Units Scale Factor Converg.
 LX3812;SPC CT       -   206,151.727   254,422.252   MT  0.99999033   -0 23 56.2
 LX3812;SPC CT       -   676,349.46    834,717.01   sFT  0.99999033   -0 23 56.2
 LX3812;UTM  18      - 4,575,119.803   637,965.900   MT  0.99983426   +1 05 18.3
 LX3812
 LX3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3812!SPC CT       -   0.99997223  x   0.99999033  =   0.99996256
 LX3812!UTM  18      -   0.99997223  x   0.99983426  =   0.99980649
 LX3812
 LX3812                          SUPERSEDED SURVEY CONTROL
 LX3812
 LX3812  NAD 83(1992)-  41 18 56.70317(N)    073 21 06.01123(W) AD(       ) 2
 LX3812  NAD 83(1986)-  41 18 56.70512(N)    073 21 06.01354(W) AD(       ) 2
 LX3812  NAD 83(1986)-  41 18 56.70537(N)    073 21 06.01379(W) AD(       ) 2
 LX3812  NAD 27      -  41 18 56.36224(N)    073 21 07.58714(W) AD(       ) 2
 LX3812
 LX3812.Superseded values are not recommended for survey control.
 LX3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3812.See file dsdata.txt to determine how the superseded data were derived.
 LX3812
 LX3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3796675120(NAD 83)
 LX3812
 LX3812  HISTORY     - Date     Condition        Report By
 LX3812  HISTORY     - 1935     MONUMENTED       CTGS
 LX3812  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3812  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3812
 LX3812                          STATION DESCRIPTION
 LX3812
 LX3812'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1935
 LX3812'656, SET IN THE TOP OF A REINFORCED CONCRETE POST, THE TOP FLUSH
 LX3812'WITH THE GROUND.
 LX3812'
 LX3812'THE STATION IS ON THE EAST SIDE OF CONN. 58, 2.5 MILES SOUTH OF
 LX3812'ITS INTERSECTION WITH CONN. 107, AT PUTNAM PARK, AND ABOUT 750
 LX3812'FEET NORTH OF POVERTY HOLLOW ROAD.  IT IS 16 FEET EAST OF THE
 LX3812'CENTER-LINE OF THE HIGHWAY, ABOUT 125 FT. SOUTH OF THE CENTER-LINE
 LX3812'OF A PRIVATE DRIVEWAY, AND IN FRONT OF PROPERTY OF D.S. SANFORD.
 LX3812'
 LX3812'R.M. NO. 1--NORTH OF STATION.  A DRILL HOLE IN THE SOUTH FACE
 LX3812'OF THE BASE STONE AT THE SOUTH END OF THE STONE WALL RUNNING NORTH
 LX3812'AND SOUTH, THE PROPERTY LINE OF H.S. OSBORNE.
 LX3812'
 LX3812'R.M. NO. 2--SOUTH OF STATION.  THE NORTHWEST CORNER OF THE STONE
 LX3812'MASONRY HEAD-WALL OF THE CULVERT UNDER CONN. NO. 58, ON THE WEST
 LX3812'SIDE OF THE HIGHWAY.
 LX3812'
 LX3812'R.M. NO. 3--NORTHWEST OF STATION.  A DRILL HOLE IN THE EAST FACE
 LX3812'OF A LARGE BASE STONE AT THE SOUTHEAST CORNER OF THE STONE WALL
 LX3812'ON THE WEST SIDE OF THE ROAD.
 LX3812
 LX3812                          STATION RECOVERY (1942)
 LX3812
 LX3812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3812'THIS TRAVERSE STATION IS LOCATED ABOUT 0.75 MILE NE OF THE SMALL
 LX3812'VILLAGE OF REDDING RIDGE, 15.8 FEET E OF THE CENTER LINE OF
 LX3812'CONNECTICUT STATE HIGHWAY 58, 15.2 FEET S OF A TRIANGULAR-BLAZED
 LX3812'3.5-FOOT ELM TREE.  THE DISK IS SET IN THE TOP OF A 4- BY 4-INCH
 LX3812'PRECAST CONCRETE MARKER THAT IS SET 2 INCHES BELOW THE SURFACE OF
 LX3812'THE GROUND.  THE DISK IS STAMPED STATION NO.656.
 LX3812'
 LX3812'TO REACH THE STATION FROM THE CROSSROADS IN REDDING RIDGE, WHICH
 LX3812'IS CONNECTICUT STATE HIGHWAY 58 AND CHURCH HILL ROAD, GO N ON
 LX3812'CONNECTICUT STATE HIGHWAY 58 FOR 0.15 MILE TO A TRIANGULAR-BLAZED
 LX3812'3.5-FOOT ELM TREE ON THE RIGHT AND MARK.
 LX3812
 LX3812                          STATION RECOVERY (1960)
 LX3812
 LX3812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3812'STATION WAS NOT RECOVERED.  DID NOT DIG FOR MARK WHICH IS 2
 LX3812'INCHES BELOW SURFACE.  R.M. 1 WAS NOT FOUND.  R.M. 2 AND R.M. 3
 LX3812'WERE FOUND.  POVERTY HOLLOW ROAD IS NOW CALLED CHURCH HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3666 ***********************************************************************
 LX3666  DESIGNATION -  66
 LX3666  PID         -  LX3666
 LX3666  STATE/COUNTY-  CT/FAIRFIELD
 LX3666  USGS QUAD   -  ANSONIA (1984)
 LX3666
 LX3666                         *CURRENT SURVEY CONTROL
 LX3666  ___________________________________________________________________
 LX3666* NAD 83(1996)-  41 18 43.80791(N)    073 04 49.40721(W)     ADJUSTED  
 LX3666* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3666  ___________________________________________________________________
 LX3666  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 LX3666  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX3666
 LX3666  HORZ ORDER  -  THIRD
 LX3666
 LX3666.The horizontal coordinates were established by classical geodetic methods
 LX3666.and adjusted by the National Geodetic Survey in August 1998..
 LX3666
 LX3666.The orthometric height was scaled from a topographic map.
 LX3666
 LX3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3666
 LX3666.The geoid height was determined by GEOID03.
 LX3666
 LX3666;                    North         East     Units Scale Factor Converg.
 LX3666;SPC CT       -   205,631.391   277,135.004   MT  0.99999057   -0 13 08.6
 LX3666;SPC CT       -   674,642.32    909,233.76   sFT  0.99999057   -0 13 08.6
 LX3666;UTM  18      - 4,575,189.023   660,681.882   MT  0.99991775   +1 16 03.1
 LX3666
 LX3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3666!SPC CT       -   1.00000453  x   0.99999057  =   0.99999510
 LX3666!UTM  18      -   1.00000453  x   0.99991775  =   0.99992228
 LX3666
 LX3666|---------------------------------------------------------------------|
 LX3666| PID    Reference Object                     Distance      Geod. Az  |
 LX3666|                                                           dddmmss.s |
 LX3666| LX3659 68                                  280.634 METERS 29024     |
 LX3666| LX3664 71                                  473.388 METERS 3452348.3 |
 LX3666|---------------------------------------------------------------------|
 LX3666
 LX3666                          SUPERSEDED SURVEY CONTROL
 LX3666
 LX3666  NAD 83(1992)-  41 18 43.80687(N)    073 04 49.40708(W) AD(       ) 3
 LX3666  NAD 83(1986)-  41 18 43.80775(N)    073 04 49.41234(W) AD(       ) 3
 LX3666  NAD 27      -  41 18 43.45700(N)    073 04 51.02000(W) AD(       ) 3
 LX3666
 LX3666.Superseded values are not recommended for survey control.
 LX3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3666.See file dsdata.txt to determine how the superseded data were derived.
 LX3666
 LX3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6068275189(NAD 83)
 LX3666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3666_SETTING: 66 = SET IN ROCK OUTCROP
 LX3666_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3666+STABILITY: POSITION/ELEVATION WELL
 LX3666
 LX3666  HISTORY     - Date     Condition        Report By
 LX3666  HISTORY     - 1934     MONUMENTED       CTGS
 LX3666  HISTORY     - 1989     POOR             USPSQD
 LX3666
 LX3666                          STATION DESCRIPTION
 LX3666
 LX3666'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3666'STATION WAS A DRILL HOLE IN ROCK LEDGE ABOUT 3 FEET ABOVE
 LX3666'MAXIMUM HIGH WATER MARK ON THE W BANK OF THE HOUSATONIC RIVER
 LX3666'AT ITS NARROWEST PART WHICH IS AT THE CONFLUENCE OF THE NAUGATUCK
 LX3666'RIVER JUST S OF HOG ISLAND.  IT IS ABOUT 30 METERS S OF THE
 LX3666'SOUTHERLY END OF AN ABANDONED WHARF OF A COAL STORAGE PILE.
 LX3666'STATION IS ON RANGE WITH ST. MARYS CHURCH SPIRE AND THE SW CORNER
 LX3666'OF A GRAY STONE CHURCH BATTLEMENT.  STATION WAS RE-MARKED
 LX3666'WITH A STANDARD TRIANGULATION DISK AND STAMPED U.S.E. NO.
 LX3666'66, 1934.
 LX3666'
 LX3666'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX3666'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.
 LX3666
 LX3666                          STATION RECOVERY (1989)
 LX3666
 LX3666'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3666'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0510 ***********************************************************************
 MZ0510  DESIGNATION -  669.46
 MZ0510  PID         -  MZ0510
 MZ0510  STATE/COUNTY-  CT/LITCHFIELD
 MZ0510  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0510
 MZ0510                         *CURRENT SURVEY CONTROL
 MZ0510  ___________________________________________________________________
 MZ0510* NAD 83(1986)-  42 01 30.     (N)    073 19 48.     (W)     SCALED    
 MZ0510* NAVD 88     -       203.747  (meters)     668.46   (feet)  ADJUSTED  
 MZ0510  ___________________________________________________________________
 MZ0510  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 MZ0510  DYNAMIC HT  -         203.678 (meters)     668.23  (feet)  COMP
 MZ0510  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 MZ0510
 MZ0510  VERT ORDER  -  SECOND    CLASS 0
 MZ0510
 MZ0510.The horizontal coordinates were scaled from a topographic map and have
 MZ0510.an estimated accuracy of +/- 6 seconds.
 MZ0510
 MZ0510.The orthometric height was determined by differential leveling
 MZ0510.and adjusted by the National Geodetic Survey in June 1991..
 MZ0510
 MZ0510.The geoid height was determined by GEOID03.
 MZ0510
 MZ0510.The dynamic height is computed by dividing the NAVD 88
 MZ0510.geopotential number by the normal gravity value computed on the
 MZ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0510.degrees latitude (g = 980.6199 gals.).
 MZ0510
 MZ0510.The modeled gravity was interpolated from observed gravity values.
 MZ0510
 MZ0510;                    North         East    Units  Estimated Accuracy
 MZ0510;SPC CT       -   284,910.      256,770.      MT  (+/- 180 meters Scaled)
 MZ0510
 MZ0510                          SUPERSEDED SURVEY CONTROL
 MZ0510
 MZ0510  NGVD 29 (??/??/92)  203.962  (m)          669.17   (f) ADJ UNCH    2 0
 MZ0510
 MZ0510.Superseded values are not recommended for survey control.
 MZ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0510.See file dsdata.txt to determine how the superseded data were derived.
 MZ0510
 MZ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM382539(NAD 83)
 MZ0510_MARKER: Q = CHISELED SQUARE
 MZ0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0510_SP_SET: PILLAR
 MZ0510_STAMPING: BM
 MZ0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0510
 MZ0510  HISTORY     - Date     Condition        Report By
 MZ0510  HISTORY     - UNK      MONUMENTED       USGS
 MZ0510  HISTORY     - 1935     GOOD             NGS
 MZ0510  HISTORY     - 1984     MARK NOT FOUND   NGS
 MZ0510
 MZ0510                          STATION DESCRIPTION
 MZ0510
 MZ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MZ0510'AT CANAAN.
 MZ0510'AT CANAAN, LITCHFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND HARTFORD
 MZ0510'RAILROAD, 70 FEET SOUTHWEST OF THE STATION, ON THE FOUNDATION OF A
 MZ0510'WATER TANK, IN THE NORTHEAST CORNER OF THE NORTHEAST PILLAR, 30 FEET
 MZ0510'WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL. A CHISELED
 MZ0510'SQUARE WITNESSED BY A CHISELED BM.
 MZ0510
 MZ0510                          STATION RECOVERY (1984)
 MZ0510
 MZ0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ0510'NOT RECOVERED, A SEARCH WAS MADE AND NO WATER TANK FOUNDATION WAS
 MZ0510'FOUND, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0376 ***********************************************************************
 LX0376  DESIGNATION -  67 T OF NH
 LX0376  PID         -  LX0376
 LX0376  STATE/COUNTY-  CT/NEW HAVEN
 LX0376  USGS QUAD   -  NEW HAVEN (1984)
 LX0376
 LX0376                         *CURRENT SURVEY CONTROL
 LX0376  ___________________________________________________________________
 LX0376* NAD 83(1986)-  41 17 11.     (N)    072 56 10.     (W)     SCALED    
 LX0376* NAVD 88     -         2.941  (meters)       9.65   (feet)  ADJUSTED  
 LX0376  ___________________________________________________________________
 LX0376  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0376  DYNAMIC HT  -           2.940 (meters)       9.65  (feet)  COMP
 LX0376  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 LX0376
 LX0376  VERT ORDER  -  FIRST     CLASS I
 LX0376
 LX0376.The horizontal coordinates were scaled from a topographic map and have
 LX0376.an estimated accuracy of +/- 6 seconds.
 LX0376
 LX0376.The orthometric height was determined by differential leveling
 LX0376.and adjusted by the National Geodetic Survey in June 1991..
 LX0376
 LX0376.The geoid height was determined by GEOID03.
 LX0376
 LX0376.The dynamic height is computed by dividing the NAVD 88
 LX0376.geopotential number by the normal gravity value computed on the
 LX0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0376.degrees latitude (g = 980.6199 gals.).
 LX0376
 LX0376.The modeled gravity was interpolated from observed gravity values.
 LX0376
 LX0376;                    North         East    Units  Estimated Accuracy
 LX0376;SPC CT       -   202,730.      289,210.      MT  (+/- 180 meters Scaled)
 LX0376
 LX0376                          SUPERSEDED SURVEY CONTROL
 LX0376
 LX0376  NGVD 29 (??/??/92)    3.26   (m)           10.7    (f) COMPUTED    1 1
 LX0376
 LX0376.Superseded values are not recommended for survey control.
 LX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0376.See file dsdata.txt to determine how the superseded data were derived.
 LX0376
 LX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL728726(NAD 83)
 LX0376_MARKER: DD = SURVEY DISK
 LX0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0376_STAMPING: NEW HAVEN 67
 LX0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0376+STABILITY: SURFACE MOTION
 LX0376
 LX0376  HISTORY     - Date     Condition        Report By
 LX0376  HISTORY     - UNK      MONUMENTED       CT0430
 LX0376  HISTORY     - 1965     GOOD             NGS
 LX0376
 LX0376                          STATION DESCRIPTION
 LX0376
 LX0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0376'AT NEW HAVEN.
 LX0376'AT NEW HAVEN, AT THE INTERSECTION OF KIMBERLY AVENUE AND BOULEVARD,
 LX0376'14.7 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE AVENUE, 6.3
 LX0376'FEET NORTHEAST OF THE NORTHEAST CURB OF THE BLVD, 1.1 FEET
 LX0376'NORTHWEST OF THE SOUTHEAST EDGE OF THE KIMBERLY AVENUE SIDEWALK,
 LX0376'SET IN THE TOP OF A CONCRETE POST IN A 6 INCH HOLE CUT THRU THE
 LX0376'SIDEWALK AND ABOUT FLUSH WITH THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0511 ***********************************************************************
 MZ0511  DESIGNATION -  676.12
 MZ0511  PID         -  MZ0511
 MZ0511  STATE/COUNTY-  CT/LITCHFIELD
 MZ0511  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0511
 MZ0511                         *CURRENT SURVEY CONTROL
 MZ0511  ___________________________________________________________________
 MZ0511* NAD 83(1986)-  42 01 35.     (N)    073 19 46.     (W)     SCALED    
 MZ0511* NAVD 88     -       205.345  (meters)     673.70   (feet)  ADJUSTED  
 MZ0511  ___________________________________________________________________
 MZ0511  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 MZ0511  DYNAMIC HT  -         205.275 (meters)     673.47  (feet)  COMP
 MZ0511  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 MZ0511
 MZ0511  VERT ORDER  -  SECOND    CLASS 0
 MZ0511
 MZ0511.The horizontal coordinates were scaled from a topographic map and have
 MZ0511.an estimated accuracy of +/- 6 seconds.
 MZ0511
 MZ0511.The orthometric height was determined by differential leveling
 MZ0511.and adjusted by the National Geodetic Survey in June 1991..
 MZ0511
 MZ0511.The geoid height was determined by GEOID03.
 MZ0511
 MZ0511.The dynamic height is computed by dividing the NAVD 88
 MZ0511.geopotential number by the normal gravity value computed on the
 MZ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0511.degrees latitude (g = 980.6199 gals.).
 MZ0511
 MZ0511.The modeled gravity was interpolated from observed gravity values.
 MZ0511
 MZ0511;                    North         East    Units  Estimated Accuracy
 MZ0511;SPC CT       -   285,070.      256,810.      MT  (+/- 180 meters Scaled)
 MZ0511
 MZ0511                          SUPERSEDED SURVEY CONTROL
 MZ0511
 MZ0511  NGVD 29 (??/??/92)  205.559  (m)          674.40   (f) ADJ UNCH    2 0
 MZ0511
 MZ0511.Superseded values are not recommended for survey control.
 MZ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0511.See file dsdata.txt to determine how the superseded data were derived.
 MZ0511
 MZ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM382540(NAD 83)
 MZ0511_MARKER: Z = SEE DESCRIPTION
 MZ0511_SETTING: 0 = UNSPECIFIED SETTING
 MZ0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0511
 MZ0511  HISTORY     - Date     Condition        Report By
 MZ0511  HISTORY     - UNK      MONUMENTED       USGS
 MZ0511  HISTORY     - 1935     GOOD             NGS
 MZ0511  HISTORY     - 1984     MARK NOT FOUND   NGS
 MZ0511
 MZ0511                          STATION DESCRIPTION
 MZ0511
 MZ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 MZ0511'AT CANAAN.
 MZ0511'AT CANAAN, LITCHFIELD COUNTY, 200 FEET NORTHEAST OF THE NEW YORK, NEW
 MZ0511'HAVEN AND HARTFORD RAILROAD STATION, AT THE NORTH CORNER OF THE
 MZ0511'TRIANGLE, 60 FEET SOUTH OF THE CENTERLINE OF MAIN STREET, AND 2 FEET
 MZ0511'HIGHER THAN THE STREET. THE TOP VALVE OF A FIRE HYDRANT.
 MZ0511
 MZ0511                          STATION RECOVERY (1984)
 MZ0511
 MZ0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ0511'NOT RECOVERED, A SEARCH WAS MADE AND NO EVIDENCE OF A FIRE HYDRANT AT
 MZ0511'THE DESCRIBED LOCATION WAS FOUND, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3659 ***********************************************************************
 LX3659  DESIGNATION -  68
 LX3659  PID         -  LX3659
 LX3659  STATE/COUNTY-  CT/FAIRFIELD
 LX3659  USGS QUAD   -  ANSONIA (1984)
 LX3659
 LX3659                         *CURRENT SURVEY CONTROL
 LX3659  ___________________________________________________________________
 LX3659* NAD 83(1996)-  41 18 46.97977(N)    073 05 00.71505(W)     ADJUSTED  
 LX3659* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3659  ___________________________________________________________________
 LX3659  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 LX3659  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX3659
 LX3659  HORZ ORDER  -  THIRD
 LX3659
 LX3659.The horizontal coordinates were established by classical geodetic methods
 LX3659.and adjusted by the National Geodetic Survey in August 1998..
 LX3659
 LX3659.The orthometric height was scaled from a topographic map.
 LX3659
 LX3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3659
 LX3659.The geoid height was determined by GEOID03.
 LX3659
 LX3659;                    North         East     Units Scale Factor Converg.
 LX3659;SPC CT       -   205,730.252   276,872.363   MT  0.99999051   -0 13 16.1
 LX3659;SPC CT       -   674,966.67    908,372.08   sFT  0.99999051   -0 13 16.1
 LX3659;UTM  18      - 4,575,281.030   660,416.784   MT  0.99991671   +1 15 55.7
 LX3659
 LX3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3659!SPC CT       -   1.00000422  x   0.99999051  =   0.99999473
 LX3659!UTM  18      -   1.00000422  x   0.99991671  =   0.99992093
 LX3659
 LX3659|---------------------------------------------------------------------|
 LX3659| PID    Reference Object                     Distance      Geod. Az  |
 LX3659|                                                           dddmmss.s |
 LX3659| LX3664 71                                  387.830 METERS 02144     |
 LX3659| LX3666 66                                  280.634 METERS 11024     |
 LX3659| LX0925 WYE                                 491.315 METERS 3445725.8 |
 LX3659|---------------------------------------------------------------------|
 LX3659
 LX3659                          SUPERSEDED SURVEY CONTROL
 LX3659
 LX3659  NAD 83(1992)-  41 18 46.97873(N)    073 05 00.71494(W) AD(       ) 3
 LX3659  NAD 83(1986)-  41 18 46.97955(N)    073 05 00.72003(W) AD(       ) 3
 LX3659  NAD 27      -  41 18 46.62900(N)    073 05 02.32900(W) AD(       ) 3
 LX3659
 LX3659.Superseded values are not recommended for survey control.
 LX3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3659.See file dsdata.txt to determine how the superseded data were derived.
 LX3659
 LX3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6041775281(NAD 83)
 LX3659
 LX3659  HISTORY     - Date     Condition        Report By
 LX3659  HISTORY     - 1934     MONUMENTED       CTGS
 LX3659  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3659
 LX3659                          STATION DESCRIPTION
 LX3659
 LX3659'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3659'THE STATION IS LOCATED ON THE W BANK OF THE HOUSATONIC RIVER
 LX3659'OPPOSITE THE SOUTHERN END OF SHELTON ISLAND.  IT IS MARKED BY A
 LX3659'3/4-INCH BRASS PLUG SET IN A DRILL HOLE IN THE CONCRETE BULKHEAD
 LX3659'AT THE OLD COAL YARD.  IT IS AT THE S END OF THE BULKHEAD NEAR
 LX3659'A SMALL COVE AND JUST S OF THE RUINS OF A SMALL CONCRETE
 LX3659'BUILDING.
 LX3659'
 LX3659'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 LX3659
 LX3659                          STATION RECOVERY (1989)
 LX3659
 LX3659'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0610 ***********************************************************************
 LX0610  DESIGNATION -  7
 LX0610  PID         -  LX0610
 LX0610  STATE/COUNTY-  CT/LITCHFIELD
 LX0610  USGS QUAD   -  LITCHFIELD (1984)
 LX0610
 LX0610                         *CURRENT SURVEY CONTROL
 LX0610  ___________________________________________________________________
 LX0610* NAD 83(1986)-  41 41 07.     (N)    073 10 17.     (W)     SCALED    
 LX0610* NAVD 88     -       277.081  (meters)     909.06   (feet)  POSTED    
 LX0610  ___________________________________________________________________
 LX0610  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX0610  DYNAMIC HT  -         276.990 (meters)     908.76  (feet)  COMP
 LX0610  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LX0610
 LX0610  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0610
 LX0610.The horizontal coordinates were scaled from a topographic map and have
 LX0610.an estimated accuracy of +/- 6 seconds.
 LX0610
 LX0610.The orthometric height was determined by differential leveling
 LX0610.and adjusted by the National Geodetic Survey in 1992..
 LX0610.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0610.rate of 0.0 thru 1.0 mm/km.
 LX0610
 LX0610.The geoid height was determined by GEOID03.
 LX0610
 LX0610.The dynamic height is computed by dividing the NAVD 88
 LX0610.geopotential number by the normal gravity value computed on the
 LX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0610.degrees latitude (g = 980.6199 gals.).
 LX0610
 LX0610.The modeled gravity was interpolated from observed gravity values.
 LX0610
 LX0610;                    North         East    Units  Estimated Accuracy
 LX0610;SPC CT       -   247,100.      269,720.      MT  (+/- 180 meters Scaled)
 LX0610
 LX0610                          SUPERSEDED SURVEY CONTROL
 LX0610
 LX0610.No superseded survey control is available for this station.
 LX0610
 LX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM521164(NAD 83)
 LX0610_MARKER: DD = SURVEY DISK
 LX0610_SETTING: 66 = SET IN ROCK OUTCROP
 LX0610_SP_SET: ROCK OUTCROP
 LX0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0610+STABILITY: POSITION/ELEVATION WELL
 LX0610
 LX0610  HISTORY     - Date     Condition        Report By
 LX0610  HISTORY     - UNK      MONUMENTED       CU
 LX0610  HISTORY     - 1916     MARK NOT FOUND   NGS
 LX0610  HISTORY     - 1934     MARK NOT FOUND   LOCSUR
 LX0610
 LX0610                          STATION DESCRIPTION
 LX0610
 LX0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0610'0.5 MI SE FROM EAST MORRIS.
 LX0610'ABOUT 1/2 MILE SOUTHEAST OF EAST MORRIS, LITCHFIELD COUNTY,
 LX0610'ABOUT 100 FT. EAST OF A HOUSE OWNED BY L.D. LEONARD, AND 10 FT.
 LX0610'NORTH OF THE NORTH EDGE OF THE ROAD WHICH RUNS SOUTHEAST FROM
 LX0610'EAST MORRIS, IN A ROCK OUTCROP.  A CAMP COLUMBIA STANDARD DISK.
 LX0610'NOTE-- THE HOUSE FORMERLY OWNED BY L.D. LEONARD SOLD IT SOME
 LX0610'15 YRS. AGO TO JOSEPH GILBERT.  THE HOUSE IS 0.6 MILE SE OF THE 4
 LX0610'CORNERS AT E. MORRIS ON THE SW SIDE OF THE HIGHWAY (CONN. ROUTE
 LX0610'109) WHICH WAS REBUILT IN 1929.
 LX0610
 LX0610                          STATION RECOVERY (1934)
 LX0610
 LX0610'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2039 ***********************************************************************
 LX2039  DESIGNATION -  7
 LX2039  PID         -  LX2039
 LX2039  STATE/COUNTY-  CT/HARTFORD
 LX2039  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2039
 LX2039                         *CURRENT SURVEY CONTROL
 LX2039  ___________________________________________________________________
 LX2039* NAD 83(1986)-  41 57 03.     (N)    072 43 25.     (W)     SCALED    
 LX2039* NAVD 88     -        63.627  (meters)     208.75   (feet)  ADJUSTED  
 LX2039  ___________________________________________________________________
 LX2039  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2039  DYNAMIC HT  -          63.609 (meters)     208.69  (feet)  COMP
 LX2039  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 LX2039
 LX2039  VERT ORDER  -  FIRST     CLASS II
 LX2039
 LX2039.The horizontal coordinates were scaled from a topographic map and have
 LX2039.an estimated accuracy of +/- 6 seconds.
 LX2039
 LX2039.The orthometric height was determined by differential leveling
 LX2039.and adjusted by the National Geodetic Survey in June 1991..
 LX2039
 LX2039.The geoid height was determined by GEOID03.
 LX2039
 LX2039.The dynamic height is computed by dividing the NAVD 88
 LX2039.geopotential number by the normal gravity value computed on the
 LX2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2039.degrees latitude (g = 980.6199 gals.).
 LX2039
 LX2039.The modeled gravity was interpolated from observed gravity values.
 LX2039
 LX2039;                    North         East    Units  Estimated Accuracy
 LX2039;SPC CT       -   276,510.      306,990.      MT  (+/- 180 meters Scaled)
 LX2039
 LX2039                          SUPERSEDED SURVEY CONTROL
 LX2039
 LX2039.No superseded survey control is available for this station.
 LX2039
 LX2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM886468(NAD 83)
 LX2039_MARKER: DD = SURVEY DISK
 LX2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2039_SP_SET: CONCRETE POST
 LX2039_STAMPING: 7
 LX2039_MARK LOGO: CTDT  
 LX2039_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2039+STABILITY: SURFACE MOTION
 LX2039
 LX2039  HISTORY     - Date     Condition        Report By
 LX2039  HISTORY     - UNK      MONUMENTED       CTDT
 LX2039  HISTORY     - 1984     GOOD             NGS
 LX2039
 LX2039                          STATION DESCRIPTION
 LX2039
 LX2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2039'0.9 KM (0.55 MI) NORTH FROM EAST GRANBY.
 LX2039'0.9 KM (0.55 MI) NORTH ALONG STATE HIGHWAY 187 FROM THE JUNCTION OF
 LX2039'STATE HIGHWAY 20 IN EAST GRANBY TO THE JUNCTION OF SENECA ROAD AND THE
 LX2039'MARK ON THE LEFT, 10.70 METERS (35.0 FT) WEST OF THE CENTERLINE OF THE
 LX2039'HIGHWAY, 9.44 METERS (31.0 FT) NORTH OF THE CENTER OF SENECA ROAD,
 LX2039'2.13 METERS (7.0 FT) NORTH OF A 10 BY 10-CM (4 BY 4-INCH) WOODEN POST
 LX2039'WITH SIGN (SENECA ROAD), 4.90 METERS (16.0 FT) WEST OF POWER POLE 187.
 LX2039'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 LX2039'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2853 ***********************************************************************
 LX2853  DESIGNATION -  70 W
 LX2853  PID         -  LX2853
 LX2853  STATE/COUNTY-  CT/NEW HAVEN
 LX2853  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2853
 LX2853                         *CURRENT SURVEY CONTROL
 LX2853  ___________________________________________________________________
 LX2853* NAD 83(1986)-  41 26 55.     (N)    072 54 35.     (W)     SCALED    
 LX2853* NAVD 88     -        36.146  (meters)     118.59   (feet)  ADJUSTED  
 LX2853  ___________________________________________________________________
 LX2853  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2853  DYNAMIC HT  -          36.135 (meters)     118.55  (feet)  COMP
 LX2853  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 LX2853
 LX2853  VERT ORDER  -  FIRST     CLASS II
 LX2853
 LX2853.The horizontal coordinates were scaled from a topographic map and have
 LX2853.an estimated accuracy of +/- 6 seconds.
 LX2853
 LX2853.The orthometric height was determined by differential leveling
 LX2853.and adjusted by the National Geodetic Survey in June 1991..
 LX2853
 LX2853.The geoid height was determined by GEOID03.
 LX2853
 LX2853.The dynamic height is computed by dividing the NAVD 88
 LX2853.geopotential number by the normal gravity value computed on the
 LX2853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2853.degrees latitude (g = 980.6199 gals.).
 LX2853
 LX2853.The modeled gravity was interpolated from observed gravity values.
 LX2853
 LX2853;                    North         East    Units  Estimated Accuracy
 LX2853;SPC CT       -   220,740.      291,450.      MT  (+/- 180 meters Scaled)
 LX2853
 LX2853                          SUPERSEDED SURVEY CONTROL
 LX2853
 LX2853.No superseded survey control is available for this station.
 LX2853
 LX2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL746906(NAD 83)
 LX2853_MARKER: DD = SURVEY DISK
 LX2853_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2853_SP_SET: BRIDGE ABUTMENT
 LX2853_STAMPING: 70 W 1923 120
 LX2853_MARK LOGO: USGS  
 LX2853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2853
 LX2853  HISTORY     - Date     Condition        Report By
 LX2853  HISTORY     - 1923     MONUMENTED       USGS
 LX2853  HISTORY     - 1985     GOOD             NGS
 LX2853  HISTORY     - 19910506 MARK NOT FOUND   USPSQD
 LX2853
 LX2853                          STATION DESCRIPTION
 LX2853
 LX2853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2853'3.8 KM (2.35 MI) SOUTH FROM CHESHIRE.
 LX2853'3.8 KM (2.35 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2853'STATE HIGHWAY 42 IN CHESHIRE TO A BRIDGE OVER WILLOW BROOK AND THE
 LX2853'MARK ON THE LEFT, 4.88 METERS (16.0 FT) EAST OF THE CENTER LINE OF THE
 LX2853'HIGHWAY, 0.15 METER (0.5 FT) WEST OF THE EAST END OF THE ABUTMENT.
 LX2853'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2853
 LX2853                          STATION RECOVERY (1991)
 LX2853
 LX2853'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3664 ***********************************************************************
 LX3664  DESIGNATION -  71
 LX3664  PID         -  LX3664
 LX3664  STATE/COUNTY-  CT/NEW HAVEN
 LX3664  USGS QUAD   -  ANSONIA (1984)
 LX3664
 LX3664                         *CURRENT SURVEY CONTROL
 LX3664  ___________________________________________________________________
 LX3664* NAD 83(1996)-  41 18 58.65699(N)    073 04 54.53871(W)     ADJUSTED  
 LX3664* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3664  ___________________________________________________________________
 LX3664  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 LX3664  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX3664
 LX3664  HORZ ORDER  -  THIRD
 LX3664
 LX3664.The horizontal coordinates were established by classical geodetic methods
 LX3664.and adjusted by the National Geodetic Survey in August 1998..
 LX3664
 LX3664.The orthometric height was scaled from a topographic map.
 LX3664
 LX3664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3664
 LX3664.The geoid height was determined by GEOID03.
 LX3664
 LX3664;                    North         East     Units Scale Factor Converg.
 LX3664;SPC CT       -   206,089.935   277,017.405   MT  0.99999030   -0 13 12.1
 LX3664;SPC CT       -   676,146.73    908,847.94   sFT  0.99999030   -0 13 12.1
 LX3664;UTM  18      - 4,575,644.328   660,552.435   MT  0.99991724   +1 16 00.1
 LX3664
 LX3664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3664!SPC CT       -   1.00000422  x   0.99999030  =   0.99999452
 LX3664!UTM  18      -   1.00000422  x   0.99991724  =   0.99992145
 LX3664
 LX3664:                Primary Azimuth Mark                     Grid Az
 LX3664:SPC CT       -  66                                       165 36 57.0
 LX3664:UTM  18      -  66                                       164 07 44.8
 LX3664
 LX3664|---------------------------------------------------------------------|
 LX3664| PID    Reference Object                     Distance      Geod. Az  |
 LX3664|                                                           dddmmss.s |
 LX3664| LX3666 66                                  473.388 METERS 1652344.9 |
 LX3664| LX3659 68                                  387.830 METERS 20145     |
 LX3664| LX0925 WYE                                 294.250 METERS 29251     |
 LX3664|---------------------------------------------------------------------|
 LX3664
 LX3664                          SUPERSEDED SURVEY CONTROL
 LX3664
 LX3664  NAD 83(1992)-  41 18 58.65596(N)    073 04 54.53860(W) AD(       ) 3
 LX3664  NAD 83(1986)-  41 18 58.65661(N)    073 04 54.54380(W) AD(       ) 3
 LX3664  NAD 27      -  41 18 58.30800(N)    073 04 56.15200(W) AD(       ) 3
 LX3664
 LX3664.Superseded values are not recommended for survey control.
 LX3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3664.See file dsdata.txt to determine how the superseded data were derived.
 LX3664
 LX3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6055275644(NAD 83)
 LX3664
 LX3664  HISTORY     - Date     Condition        Report By
 LX3664  HISTORY     - 1934     MONUMENTED       CTGS
 LX3664  HISTORY     - 1989     POOR             USPSQD
 LX3664
 LX3664                          STATION DESCRIPTION
 LX3664
 LX3664'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934
 LX3664'STATION IS A 1/2-INCH BRASS PLUG SET IN THE SOUTHWESTERLY CORNER
 LX3664'OF THE MOST SOUTHERLY CAP OF THE W ABUTMENT OF THE RAILROAD BRIDGE
 LX3664'OVER THE NAUGATUCK RIVER BETWEEN EAST DERBY AND HOG ISLAND.  PLUG
 LX3664'IS FLUSH WITH CAP AND CEMENTED IN PLACE.  AN IRON PIPE RAIL
 LX3664'EXTENDS AROUND THE S AND W SIDES OF THE END OF THE ABUTMENT.
 LX3664'STATION WAS USED AS PART OF SUPPLEMENTARY TRIANGULATION.
 LX3664'
 LX3664'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX3664
 LX3664                          STATION RECOVERY (1989)
 LX3664
 LX3664'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3664'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2631 ***********************************************************************
 LX2631  DESIGNATION -  716 X
 LX2631  PID         -  LX2631
 LX2631  STATE/COUNTY-  CT/LITCHFIELD
 LX2631  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2631
 LX2631                         *CURRENT SURVEY CONTROL
 LX2631  ___________________________________________________________________
 LX2631* NAD 83(1986)-  41 47 10.     (N)    073 08 48.     (W)     SCALED    
 LX2631* NAVD 88     -       267.358  (meters)     877.16   (feet)  ADJUSTED  
 LX2631  ___________________________________________________________________
 LX2631  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2631  DYNAMIC HT  -         267.269 (meters)     876.87  (feet)  COMP
 LX2631  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 LX2631
 LX2631  VERT ORDER  -  FIRST     CLASS II
 LX2631
 LX2631.The horizontal coordinates were scaled from a topographic map and have
 LX2631.an estimated accuracy of +/- 6 seconds.
 LX2631
 LX2631.The orthometric height was determined by differential leveling
 LX2631.and adjusted by the National Geodetic Survey in June 1991..
 LX2631
 LX2631.The geoid height was determined by GEOID03.
 LX2631
 LX2631.The dynamic height is computed by dividing the NAVD 88
 LX2631.geopotential number by the normal gravity value computed on the
 LX2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2631.degrees latitude (g = 980.6199 gals.).
 LX2631
 LX2631.The modeled gravity was interpolated from observed gravity values.
 LX2631
 LX2631;                    North         East    Units  Estimated Accuracy
 LX2631;SPC CT       -   258,290.      271,830.      MT  (+/- 180 meters Scaled)
 LX2631
 LX2631                          SUPERSEDED SURVEY CONTROL
 LX2631
 LX2631.No superseded survey control is available for this station.
 LX2631
 LX2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM540276(NAD 83)
 LX2631_MARKER: DD = SURVEY DISK
 LX2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2631_SP_SET: CONCRETE POST
 LX2631_STAMPING: 716 X
 LX2631_MARK LOGO: CTGS  
 LX2631_PROJECTION: RECESSED 18 CENTIMETERS
 LX2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2631+STABILITY: SURFACE MOTION
 LX2631
 LX2631  HISTORY     - Date     Condition        Report By
 LX2631  HISTORY     - UNK      MONUMENTED       CTGS
 LX2631  HISTORY     - 1985     GOOD             NGS
 LX2631
 LX2631                          STATION DESCRIPTION
 LX2631
 LX2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2631'4.6 KM (2.85 MI) SW FROM TORRINGTON.
 LX2631'4.6 KM (2.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2631'MAIN STREET IN TORRINGTON TO THE MARK ON THE RIGHT, 8.0 METERS (26.4
 LX2631'FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 25.3 METERS (83.0 FT)
 LX2631'SOUTHWEST OF THE SOUTHEAST CORNER OF REGENCY LOUNGE, 0.91 METER (3.0
 LX2631'FT) EAST OF POWER POLE NUMBER 3156.
 LX2631'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2773 ***********************************************************************
 LX2773  DESIGNATION -  725
 LX2773  PID         -  LX2773
 LX2773  STATE/COUNTY-  CT/HARTFORD
 LX2773  USGS QUAD   -  COLLINSVILLE (1984)
 LX2773
 LX2773                         *CURRENT SURVEY CONTROL
 LX2773  ___________________________________________________________________
 LX2773* NAD 83(1986)-  41 47 29.     (N)    072 53 34.     (W)     SCALED    
 LX2773* NAVD 88     -        87.883  (meters)     288.33   (feet)  ADJUSTED  
 LX2773  ___________________________________________________________________
 LX2773  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2773  DYNAMIC HT  -          87.857 (meters)     288.24  (feet)  COMP
 LX2773  MODELED GRAV-     980,330.0   (mgal)                       NAVD 88
 LX2773
 LX2773  VERT ORDER  -  FIRST     CLASS II
 LX2773
 LX2773.The horizontal coordinates were scaled from a topographic map and have
 LX2773.an estimated accuracy of +/- 6 seconds.
 LX2773
 LX2773.The orthometric height was determined by differential leveling
 LX2773.and adjusted by the National Geodetic Survey in June 1991..
 LX2773
 LX2773.The geoid height was determined by GEOID03.
 LX2773
 LX2773.The dynamic height is computed by dividing the NAVD 88
 LX2773.geopotential number by the normal gravity value computed on the
 LX2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2773.degrees latitude (g = 980.6199 gals.).
 LX2773
 LX2773.The modeled gravity was interpolated from observed gravity values.
 LX2773
 LX2773;                    North         East    Units  Estimated Accuracy
 LX2773;SPC CT       -   258,810.      292,930.      MT  (+/- 180 meters Scaled)
 LX2773
 LX2773                          SUPERSEDED SURVEY CONTROL
 LX2773
 LX2773.No superseded survey control is available for this station.
 LX2773
 LX2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM750287(NAD 83)
 LX2773_MARKER: DD = SURVEY DISK
 LX2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2773_SP_SET: CONCRETE POST
 LX2773_STAMPING: 725
 LX2773_MARK LOGO: CTGS  
 LX2773_PROJECTION: RECESSED 15 CENTIMETERS
 LX2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2773+STABILITY: SURFACE MOTION
 LX2773
 LX2773  HISTORY     - Date     Condition        Report By
 LX2773  HISTORY     - 1935     MONUMENTED       CTGS
 LX2773  HISTORY     - 1985     GOOD             NGS
 LX2773
 LX2773                          STATION DESCRIPTION
 LX2773
 LX2773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2773'3.7 KM (2.3 MI) NORTH FROM UNIONVILLE.
 LX2773'3.7 KM (2.3 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2773'STATE HIGHWAY 4 IN UNIONVILLE TO THE MARK ON THE RIGHT, IN A HEDGE ROW
 LX2773'ACROSS THE HIGHWAY FROM UTILITY POLE 406, 0.2 KM (0.15 MI) NORTH OF
 LX2773'THE INTERSECTION OF COUNTRY CLUB ROAD, 4.88 METERS (16.0 FT) EAST OF
 LX2773'THE CENTERLINE OF THE HIGHWAY, 26.82 METERS (88.0 FT) SOUTH-SOUTHWEST
 LX2773'OF THE SOUTHWEST CORNER OF A TWO STORY FRAM HOUSE, NUMBER 350,
 LX2773'22.55 METERS (74.0 FT) NORTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 LX2773'16.92 METERS (55.5 FT) SOUTH-SOUTHWEST OF THE CENTER OF A PRIVATE
 LX2773'DRIVEWAY.
 LX2773'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2425 ***********************************************************************
 LX2425  DESIGNATION -  73 W RESET
 LX2425  PID         -  LX2425
 LX2425  STATE/COUNTY-  CT/HARTFORD
 LX2425  USGS QUAD   -  SOUTHINGTON (1992)
 LX2425
 LX2425                         *CURRENT SURVEY CONTROL
 LX2425  ___________________________________________________________________
 LX2425* NAD 83(1986)-  41 33 52.     (N)    072 53 24.     (W)     SCALED    
 LX2425* NAVD 88     -        40.719  (meters)     133.59   (feet)  ADJUSTED  
 LX2425  ___________________________________________________________________
 LX2425  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2425  DYNAMIC HT  -          40.707 (meters)     133.55  (feet)  COMP
 LX2425  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 LX2425
 LX2425  VERT ORDER  -  FIRST     CLASS II
 LX2425
 LX2425.The horizontal coordinates were scaled from a topographic map and have
 LX2425.an estimated accuracy of +/- 6 seconds.
 LX2425
 LX2425.The orthometric height was determined by differential leveling
 LX2425.and adjusted by the National Geodetic Survey in June 1991..
 LX2425
 LX2425.The geoid height was determined by GEOID03.
 LX2425
 LX2425.The dynamic height is computed by dividing the NAVD 88
 LX2425.geopotential number by the normal gravity value computed on the
 LX2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2425.degrees latitude (g = 980.6199 gals.).
 LX2425
 LX2425.The modeled gravity was interpolated from observed gravity values.
 LX2425
 LX2425;                    North         East    Units  Estimated Accuracy
 LX2425;SPC CT       -   233,610.      293,120.      MT  (+/- 180 meters Scaled)
 LX2425
 LX2425                          SUPERSEDED SURVEY CONTROL
 LX2425
 LX2425.No superseded survey control is available for this station.
 LX2425
 LX2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM759035(NAD 83)
 LX2425_MARKER: DD = SURVEY DISK
 LX2425_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2425_SP_SET: HEADWALL
 LX2425_STAMPING: 73 W 1923 RESET 1957
 LX2425_MARK LOGO: USGS  
 LX2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2425+STABILITY: SURFACE MOTION
 LX2425
 LX2425  HISTORY     - Date     Condition        Report By
 LX2425  HISTORY     - 1957     MONUMENTED       USGS
 LX2425  HISTORY     - 1985     GOOD             NGS
 LX2425
 LX2425                          STATION DESCRIPTION
 LX2425
 LX2425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2425'IN MILLDALE.
 LX2425'IN MILLDALE, 60.96 METERS (200.0 FT) SOUTHEAST ALONG STATE HIGHWAY 10
 LX2425'FROM THE INTERSECTION OF STATE HIGHWAY 66 TO THE MARK ON THE LEFT, IN
 LX2425'TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE ARCH CULVERT
 LX2425'OVER TENMILE RIVER, 9.45 METERS (31.0 FT) NORTHEAST OF THE CENTERLINE
 LX2425'OF THE HIGHWAY.
 LX2425'THE MARK IS 1.83 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2779 ***********************************************************************
 LX2779  DESIGNATION -  732
 LX2779  PID         -  LX2779
 LX2779  STATE/COUNTY-  CT/HARTFORD
 LX2779  USGS QUAD   -  NEW BRITAIN (1992)
 LX2779
 LX2779                         *CURRENT SURVEY CONTROL
 LX2779  ___________________________________________________________________
 LX2779* NAD 83(1986)-  41 43 19.     (N)    072 47 06.     (W)     SCALED    
 LX2779* NAVD 88     -        99.495  (meters)     326.43   (feet)  ADJUSTED  
 LX2779  ___________________________________________________________________
 LX2779  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2779  DYNAMIC HT  -          99.465 (meters)     326.33  (feet)  COMP
 LX2779  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 LX2779
 LX2779  VERT ORDER  -  FIRST     CLASS II
 LX2779
 LX2779.The horizontal coordinates were scaled from a topographic map and have
 LX2779.an estimated accuracy of +/- 6 seconds.
 LX2779
 LX2779.The orthometric height was determined by differential leveling
 LX2779.and adjusted by the National Geodetic Survey in June 1991..
 LX2779
 LX2779.The geoid height was determined by GEOID03.
 LX2779
 LX2779.The dynamic height is computed by dividing the NAVD 88
 LX2779.geopotential number by the normal gravity value computed on the
 LX2779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2779.degrees latitude (g = 980.6199 gals.).
 LX2779
 LX2779.The modeled gravity was interpolated from observed gravity values.
 LX2779
 LX2779;                    North         East    Units  Estimated Accuracy
 LX2779;SPC CT       -   251,090.      301,890.      MT  (+/- 180 meters Scaled)
 LX2779
 LX2779                          SUPERSEDED SURVEY CONTROL
 LX2779
 LX2779.No superseded survey control is available for this station.
 LX2779
 LX2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM842212(NAD 83)
 LX2779_MARKER: DD = SURVEY DISK
 LX2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2779_SP_SET: CONCRETE POST
 LX2779_STAMPING: 732
 LX2779_MARK LOGO: CTGS  
 LX2779_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2779+STABILITY: SURFACE MOTION
 LX2779
 LX2779  HISTORY     - Date     Condition        Report By
 LX2779  HISTORY     - 1935     MONUMENTED       CTGS
 LX2779  HISTORY     - 1985     GOOD             NGS
 LX2779
 LX2779                          STATION DESCRIPTION
 LX2779
 LX2779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2779'2.4 KM (1.5 MI) WEST FROM WEST HARTFORD.
 LX2779'2.4 KM (1.5 MI) WEST ALONG SOUTH ROAD FROM THE JUNCTION OF STATE
 LX2779'HIGHWAY 71 IN WEST HARTFORD TO THE MARK ON THE LEFT, IN FRONT OF A
 LX2779'TWO-STORY FRAME HOUSE WITH ATTACHED GARAGE NUMBER 150, 0.3 KM (0.2 MI)
 LX2779'WEST OF THE JUNCTION OF ROBIN ROAD, 5.73 METERS (18.8 FT)
 LX2779'SOUTH-SOUTHWEST OF THE CENTER LINE OF SOUTH ROAD, 6.40 METERS
 LX2779'(21.0 FT) SOUTHEAST OF THE CENTER OF A BLACKTOP DRIVE LEADING TO ABOVE
 LX2779'MENTIONED HOUSE, 2.68 METERS (8.8 FT) NORTHWEST OF AN 18-INCH MAPLE
 LX2779'TREE, 1.58 METERS (5.2 FT) NORTHEAST OF AN 16-INCH MAPLE TREE.
 LX2779'THE MARK IS 0.30 M ABOVE SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2456 ***********************************************************************
 LX2456  DESIGNATION -  733
 LX2456  PID         -  LX2456
 LX2456  STATE/COUNTY-  CT/LITCHFIELD
 LX2456  USGS QUAD   -  TORRINGTON (1984)
 LX2456
 LX2456                         *CURRENT SURVEY CONTROL
 LX2456  ___________________________________________________________________
 LX2456* NAD 83(1986)-  41 48 20.     (N)    073 07 17.     (W)     SCALED    
 LX2456* NAVD 88     -       176.705  (meters)     579.74   (feet)  ADJUSTED  
 LX2456  ___________________________________________________________________
 LX2456  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2456  DYNAMIC HT  -         176.647 (meters)     579.55  (feet)  COMP
 LX2456  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX2456
 LX2456  VERT ORDER  -  FIRST     CLASS II
 LX2456
 LX2456.The horizontal coordinates were scaled from a topographic map and have
 LX2456.an estimated accuracy of +/- 6 seconds.
 LX2456
 LX2456.The orthometric height was determined by differential leveling
 LX2456.and adjusted by the National Geodetic Survey in June 1991..
 LX2456
 LX2456.The geoid height was determined by GEOID03.
 LX2456
 LX2456.The dynamic height is computed by dividing the NAVD 88
 LX2456.geopotential number by the normal gravity value computed on the
 LX2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2456.degrees latitude (g = 980.6199 gals.).
 LX2456
 LX2456.The modeled gravity was interpolated from observed gravity values.
 LX2456
 LX2456;                    North         East    Units  Estimated Accuracy
 LX2456;SPC CT       -   260,440.      273,940.      MT  (+/- 180 meters Scaled)
 LX2456
 LX2456                          SUPERSEDED SURVEY CONTROL
 LX2456
 LX2456.No superseded survey control is available for this station.
 LX2456
 LX2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM560298(NAD 83)
 LX2456_MARKER: DD = SURVEY DISK
 LX2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2456_SP_SET: CONCRETE POST
 LX2456_STAMPING: 733
 LX2456_MARK LOGO: CTGS  
 LX2456_PROJECTION: FLUSH
 LX2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2456+STABILITY: SURFACE MOTION
 LX2456
 LX2456  HISTORY     - Date     Condition        Report By
 LX2456  HISTORY     - UNK      MONUMENTED       CTGS
 LX2456  HISTORY     - 1985     GOOD             NGS
 LX2456
 LX2456                          STATION DESCRIPTION
 LX2456
 LX2456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2456'IN TORRINGTON.
 LX2456'IN TORRINGTON, NEAR THE JUNCTION OF MAIN STREET (COUNTY ROAD 800) AND
 LX2456'PEARL STREET, 0.2 KM (0.1 MI) SOUTH ALONG MAIN STREET FROM THE
 LX2456'JUNCTION OF STATE HIGHWAY 4 WEST, 5.88 METERS (19.3 FT) EAST OF THE
 LX2456'CENTERLINE OF MAIN STREET, 40.23 METERS (132.0 FT) SOUTH OF THE SOUTH
 LX2456'CURB OF PEARL STREET, 1.06 METERS (3.5 FT) NORTHWEST OF A PARKING
 LX2456'METER, 0.33 METER (1.1 FT) EAST OF THE EAST CURB OF MAIN STREET.
 LX2456'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2455 ***********************************************************************
 LX2455  DESIGNATION -  734 X
 LX2455  PID         -  LX2455
 LX2455  STATE/COUNTY-  CT/LITCHFIELD
 LX2455  USGS QUAD   -  TORRINGTON (1984)
 LX2455
 LX2455                         *CURRENT SURVEY CONTROL
 LX2455  ___________________________________________________________________
 LX2455* NAD 83(1986)-  41 48 37.     (N)    073 07 17.     (W)     SCALED    
 LX2455* NAVD 88     -       180.174  (meters)     591.12   (feet)  ADJUSTED  
 LX2455  ___________________________________________________________________
 LX2455  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2455  DYNAMIC HT  -         180.114 (meters)     590.92  (feet)  COMP
 LX2455  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX2455
 LX2455  VERT ORDER  -  FIRST     CLASS II
 LX2455
 LX2455.The horizontal coordinates were scaled from a topographic map and have
 LX2455.an estimated accuracy of +/- 6 seconds.
 LX2455
 LX2455.The orthometric height was determined by differential leveling
 LX2455.and adjusted by the National Geodetic Survey in June 1991..
 LX2455
 LX2455.The geoid height was determined by GEOID03.
 LX2455
 LX2455.The dynamic height is computed by dividing the NAVD 88
 LX2455.geopotential number by the normal gravity value computed on the
 LX2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2455.degrees latitude (g = 980.6199 gals.).
 LX2455
 LX2455.The modeled gravity was interpolated from observed gravity values.
 LX2455
 LX2455;                    North         East    Units  Estimated Accuracy
 LX2455;SPC CT       -   260,970.      273,940.      MT  (+/- 180 meters Scaled)
 LX2455
 LX2455                          SUPERSEDED SURVEY CONTROL
 LX2455
 LX2455.No superseded survey control is available for this station.
 LX2455
 LX2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM560304(NAD 83)
 LX2455_MARKER: DD = SURVEY DISK
 LX2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2455_SP_SET: CONCRETE POST
 LX2455_STAMPING: 734 X
 LX2455_MARK LOGO: CTGS  
 LX2455_PROJECTION: FLUSH
 LX2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2455+STABILITY: SURFACE MOTION
 LX2455
 LX2455  HISTORY     - Date     Condition        Report By
 LX2455  HISTORY     - UNK      MONUMENTED       CTGS
 LX2455  HISTORY     - 1985     GOOD             NGS
 LX2455
 LX2455                          STATION DESCRIPTION
 LX2455
 LX2455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2455'IN TORRINGTON.
 LX2455'IN TORRINGTON, AT THE JUNCTION OF COUNTY ROAD 800 (MAIN STREET) AND
 LX2455'PROSPECT STREET, 0.2 KM (0.15 MI) SOUTH OF THE JUNCTION OF STATE
 LX2455'HIGHWAY 4 WEST, IN TOP OF THE EAST CURB OF MAIN STREET AND DIRECTLY
 LX2455'WEST OF THE ENTRANCE OF BUILDING 500, 6.10 METERS (20.0 FT) EAST OF
 LX2455'THE CENTERLINE OF MAIN STREET, 8.35 METERS (27.4 FT) SOUTH OF THE
 LX2455'SOUTH END OF THE EAST METAL GUARD RAIL OF BRIDGE OVER THE NAUGATUCK
 LX2455'RIVER, 3.04 METERS (10.0 FT) NORTH OF A HIGHWAY SIGN (BRIDGE AHEAD
 LX2455'WEIGHT LIMIT 22 TONS).
 LX2455'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2676 ***********************************************************************
 LX2676  DESIGNATION -  735
 LX2676  PID         -  LX2676
 LX2676  STATE/COUNTY-  CT/LITCHFIELD
 LX2676  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2676
 LX2676                         *CURRENT SURVEY CONTROL
 LX2676  ___________________________________________________________________
 LX2676* NAD 83(1996)-  41 50 06.     (N)    073 12 02.     (W)     SCALED    
 LX2676* NAVD 88     -       396.160  (meters)    1299.73   (feet)  ADJUSTED  
 LX2676  ___________________________________________________________________
 LX2676  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2676  DYNAMIC HT  -         396.019 (meters)    1299.27  (feet)  COMP
 LX2676  MODELED GRAV-     980,254.3   (mgal)                       NAVD 88
 LX2676
 LX2676  VERT ORDER  -  FIRST     CLASS II
 LX2676
 LX2676.The horizontal coordinates were scaled from a topographic map and have
 LX2676.an estimated accuracy of +/- 6 seconds.
 LX2676
 LX2676.The orthometric height was determined by differential leveling
 LX2676.and adjusted by the National Geodetic Survey in June 1991..
 LX2676
 LX2676.The geoid height was determined by GEOID03.
 LX2676
 LX2676.The dynamic height is computed by dividing the NAVD 88
 LX2676.geopotential number by the normal gravity value computed on the
 LX2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2676.degrees latitude (g = 980.6199 gals.).
 LX2676
 LX2676.The modeled gravity was interpolated from observed gravity values.
 LX2676
 LX2676;                    North         East    Units  Estimated Accuracy
 LX2676;SPC CT       -   263,740.      267,380.      MT  (+/- 180 meters Scaled)
 LX2676
 LX2676                          SUPERSEDED SURVEY CONTROL
 LX2676
 LX2676  NGVD 29 (07/19/86)  396.33   (m)         1300.3    (f) LEVELING    3  
 LX2676
 LX2676.Superseded values are not recommended for survey control.
 LX2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2676.See file dsdata.txt to determine how the superseded data were derived.
 LX2676
 LX2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM494330(NAD 83)
 LX2676_MARKER: DD = SURVEY DISK
 LX2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2676_SP_SET: CONCRETE POST
 LX2676_STAMPING: 735
 LX2676_MARK LOGO: CTGS  
 LX2676_PROJECTION: RECESSED 20 CENTIMETERS
 LX2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2676+STABILITY: SURFACE MOTION
 LX2676
 LX2676  HISTORY     - Date     Condition        Report By
 LX2676  HISTORY     - 1980     MONUMENTED       CTGS
 LX2676  HISTORY     - 1984     GOOD             CTGS
 LX2676  HISTORY     - 1985     GOOD             NGS
 LX2676
 LX2676                          STATION DESCRIPTION
 LX2676
 LX2676'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX2676'THE STATION IS LOCATED ABOUT 10.14 KM (6.3 MILES) NORTH OF
 LX2676'LITCHFIELD, 8.05 KM (5.0 MILES) NORTHWEST OF TORRINGTON AND
 LX2676'1.93 KM (1.2 MILES) EAST OF GOSHEN.
 LX2676'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX2676'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX2676'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX2676'
 LX2676'TO REACH THE STATION FROM GOSHEN AT THE INTERSECTION OF
 LX2676'CONNECTICUT ROUTE 4 (TORRINGTON ROAD) AND CONNECTICUT ROUTE 63
 LX2676'(NORTH STREET) PROCEED EASTERLY ALONG CONNECTICUT ROUTE 4 FOR 2.21
 LX2676'KM (1.37 MILES) TO THE STATION ON THE LEFT.
 LX2676'
 LX2676'THE STATION IS A STANDARD CTGS DISK
 LX2676'STAMPED---735---,
 LX2676'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2676'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 LX2676'32.28 METERS (105.9 FT) WEST FROM POWER POLE 205,
 LX2676'17.92 METERS (58.8 FT) EAST FROM POWER POLE 206 AND
 LX2676'7.6 METERS (25 FT) NORTH FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2676'4.
 LX2676'
 LX2676'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A CONNECTICUT
 LX2676'DEPARTMENT OF TRANSPORTATION BRASS BOUNDARY DISK (NO STAMPING),
 LX2676'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2676'FLUSH WITH GROUND.  IT IS LOCATED
 LX2676'12.5 METERS (41 FT) NORTH FROM THE CENTERLINE OF CONN ROUTE 4 AND
 LX2676'5.58 METERS (18.3 FT) NORTHWEST FROM POWER POLE 205.
 LX2676'MARK IS ABOVE STATION 0.3 METERS.
 LX2676'
 LX2676'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A CONNECTICUT
 LX2676'DEPARTMENT OF TRANSPORTATION BRASS BOUNDARY DISK (NO STAMPING),
 LX2676'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2676'FLUSH WITH GROUND.  IT IS LOCATED
 LX2676'17.43 METERS (57.2 FT) SOUTH-SOUTHWEST FROM POWER POLE 205,
 LX2676'7.6 METERS (25 FT) SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2676'4 AND
 LX2676'9.1 METERS (30 FT) NORTH FROM THE CENTERLINE OF A GRAVEL CART
 LX2676'PATH.
 LX2676'MARK IS ABOVE STATION 0.4 METERS.
 LX2676'
 LX2676'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON PIN (NO
 LX2676'STAMPING) 2 CM ON A SIDE AND 121 CM LONG.
 LX2676'SET 3 CM BELOW THE SURFACE OF THE GROUND.
 LX2676'IT IS LOCATED
 LX2676'32.46 METERS (106.5 FT) WEST-NORTHWEST FROM POWER POLE 205,
 LX2676'18.23 METERS (59.8 FT) EAST-NORTHEAST FROM POWER POLE 206 AND
 LX2676'12.2 METERS (40 FT) NORTH FROM THE CENTERLINE OF CONNECTICUT
 LX2676'ROUTE 4.
 LX2676'MARK IS ABOVE STATION 0.2 METERS.
 LX2676'
 LX2676'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX2676'STAMPED---736---,
 LX2676'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2676'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 LX2676'27.68 METERS (90.8 FT) SOUTHEAST FROM POWER POLE 223,
 LX2676'23.62 METERS (77.5 FT) EAST FROM POWER POLE 223S,
 LX2676'13.2 METERS (43 FT) WEST FROM THE CENTERLINE OF A GRAVEL DRIVE AND
 LX2676'8.5 METERS (28 FT) SOUTH FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2676'4.
 LX2676'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ALONG
 LX2676'CONNECTICUT ROUTE 4 FOR 0.60 KM (0.37 MILE) TO THE STATION ON THE
 LX2676'LEFT.
 LX2676'
 LX2676'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX2676'STAMPED---5705---,
 LX2676'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2676'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 LX2676'32.3 METERS (106.0 FT) SOUTHEAST FROM POWER POLE 202,
 LX2676'6.1 METERS (20 FT) WEST FROM THE CENTERLINE OF KIMBERLY ROAD AND
 LX2676'10.7 METERS (35 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX2676'4.
 LX2676'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY ALONG
 LX2676'CONNECTICUT ROUTE 4 FOR 0.19 KM (0.12 MILE) TO THE STATION
 LX2676'ON THE LEFT.
 LX2676'
 LX2676'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX2676'
 LX2676'DESCRIBED BY S. MCCUSKER.
 LX2676
 LX2676                          STATION RECOVERY (1984)
 LX2676
 LX2676'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1984 (AJK)
 LX2676'THE STATION WAS RECOVERED AT THIS DATE.
 LX2676'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND REFERENCE POINT 1 AND
 LX2676'AZIMUTH MARKS 736 CTGS AND 5705 CTGS WERE RECOVERED IN GOOD
 LX2676'CONDITION. THE DIRECTION TO REFERENCE MARK 1 WAS SMALLER BY 3
 LX2676'MINUTES, 31.3 SECONDS. THE DIRECTION TO REFERENCE MARK 2 AND
 LX2676'REFERENCE POINT 1 CHECKED. THE DISTANCE TO REFERENCE MARK 1 WAS
 LX2676'SHORTER BY 0.025 METERS. REFERENCE MARK 2 WAS SHORTER BY 0.014
 LX2676'METERS. REFERENCE POINT 1 CHECKED. THE CHECKS WERE COMPARED WITH
 LX2676'THE 1980 DATA. IT WAS FOUND THAT REFERENCE MARK 1 AND 2 WERE
 LX2676'DISTURBED BY STATE MAINTENANCE CREWS. THE REST OF THE 1980
 LX2676'DESCRIPTION WAS ADEQUATE.
 LX2676'
 LX2676'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 LX2676'
 LX2676'DESCRIBED BY R JORDAN.
 LX2676
 LX2676                          STATION RECOVERY (1985)
 LX2676
 LX2676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2676'2.2 KM (1.35 MI) EAST FROM GOSHEN.
 LX2676'2.2 KM (1.35 MI) EAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF STATE
 LX2676'HIGHWAY 63 IN GOSHEN TO THE MARK ON THE LEFT, ON THE WEST SIDE OF THE
 LX2676'JUNCTION OF EAST STREET NORTH, 7.62 METERS (25.0 FT) NORTH OF THE
 LX2676'CENTER LINE OF THE HIGHWAY, 32.30 METERS (106.0 FT) WEST OF POWER POLE
 LX2676'NUMBER 205, 18.0 METERS (59.0 FT) EAST OF POWER POLE NUMBER 206.
 LX2676'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
 LX2676'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2420 ***********************************************************************
 LX2420  DESIGNATION -  74 W
 LX2420  PID         -  LX2420
 LX2420  STATE/COUNTY-  CT/HARTFORD
 LX2420  USGS QUAD   -  SOUTHINGTON (1992)
 LX2420
 LX2420                         *CURRENT SURVEY CONTROL
 LX2420  ___________________________________________________________________
 LX2420* NAD 83(1986)-  41 33 58.     (N)    072 56 00.     (W)     SCALED    
 LX2420* NAVD 88     -        95.920  (meters)     314.70   (feet)  ADJUSTED  
 LX2420  ___________________________________________________________________
 LX2420  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX2420  DYNAMIC HT  -          95.890 (meters)     314.60  (feet)  COMP
 LX2420  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 LX2420
 LX2420  VERT ORDER  -  FIRST     CLASS II
 LX2420
 LX2420.The horizontal coordinates were scaled from a topographic map and have
 LX2420.an estimated accuracy of +/- 6 seconds.
 LX2420
 LX2420.The orthometric height was determined by differential leveling
 LX2420.and adjusted by the National Geodetic Survey in June 1991..
 LX2420
 LX2420.The geoid height was determined by GEOID03.
 LX2420
 LX2420.The dynamic height is computed by dividing the NAVD 88
 LX2420.geopotential number by the normal gravity value computed on the
 LX2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2420.degrees latitude (g = 980.6199 gals.).
 LX2420
 LX2420.The modeled gravity was interpolated from observed gravity values.
 LX2420
 LX2420;                    North         East    Units  Estimated Accuracy
 LX2420;SPC CT       -   233,800.      289,510.      MT  (+/- 180 meters Scaled)
 LX2420
 LX2420                          SUPERSEDED SURVEY CONTROL
 LX2420
 LX2420.No superseded survey control is available for this station.
 LX2420
 LX2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM723036(NAD 83)
 LX2420_MARKER: DD = SURVEY DISK
 LX2420_SETTING: 66 = SET IN ROCK OUTCROP
 LX2420_SP_SET: BEDROCK
 LX2420_STAMPING: 74 W 1923 316
 LX2420_MARK LOGO: USGS  
 LX2420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2420+STABILITY: POSITION/ELEVATION WELL
 LX2420
 LX2420  HISTORY     - Date     Condition        Report By
 LX2420  HISTORY     - 1923     MONUMENTED       USGS
 LX2420  HISTORY     - 1985     GOOD             NGS
 LX2420
 LX2420                          STATION DESCRIPTION
 LX2420
 LX2420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2420'0.8 KM (0.5 MI) NW FROM MARION.
 LX2420'0.8 KM (0.5 MI) NORTHWEST ALONG COUNTY ROAD FROM THE INTERSECTION OF
 LX2420'MARION AVENUE IN MARION TO THE MARK ON THE LEFT, AT THE JUNCTION OF
 LX2420'OLD MOUNTAIN ROAD AND DE FASHION STREET, IN TOP OF BEDROCK, 10.21
 LX2420'METERS (33.5 FT) SOUTH OF THE CENTER OF OLD MOUNTAIN ROAD, 7.16 METERS
 LX2420'(23.5 FT) NORTHWET OF UTILITY POLE 85370 WITH STREET LAMP AND TWO GUY
 LX2420'WIRES.
 LX2420'THE MARK IS 0.24 METERS  NE FROM  A WITNESS POST
 LX2420'THE MARK IS 1.07 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2444 ***********************************************************************
 LX2444  DESIGNATION -  745
 LX2444  PID         -  LX2444
 LX2444  STATE/COUNTY-  CT/LITCHFIELD
 LX2444  USGS QUAD   -  WINSTED (1984)
 LX2444
 LX2444                         *CURRENT SURVEY CONTROL
 LX2444  ___________________________________________________________________
 LX2444* NAD 83(1986)-  41 53 38.     (N)    073 04 25.     (W)     SCALED    
 LX2444* NAVD 88     -       215.478  (meters)     706.95   (feet)  ADJUSTED  
 LX2444  ___________________________________________________________________
 LX2444  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2444  DYNAMIC HT  -         215.409 (meters)     706.72  (feet)  COMP
 LX2444  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LX2444
 LX2444  VERT ORDER  -  FIRST     CLASS II
 LX2444
 LX2444.The horizontal coordinates were scaled from a topographic map and have
 LX2444.an estimated accuracy of +/- 6 seconds.
 LX2444
 LX2444.The orthometric height was determined by differential leveling
 LX2444.and adjusted by the National Geodetic Survey in June 1991..
 LX2444
 LX2444.The geoid height was determined by GEOID03.
 LX2444
 LX2444.The dynamic height is computed by dividing the NAVD 88
 LX2444.geopotential number by the normal gravity value computed on the
 LX2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2444.degrees latitude (g = 980.6199 gals.).
 LX2444
 LX2444.The modeled gravity was interpolated from observed gravity values.
 LX2444
 LX2444;                    North         East    Units  Estimated Accuracy
 LX2444;SPC CT       -   270,240.      277,950.      MT  (+/- 180 meters Scaled)
 LX2444
 LX2444                          SUPERSEDED SURVEY CONTROL
 LX2444
 LX2444.No superseded survey control is available for this station.
 LX2444
 LX2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM598397(NAD 83)
 LX2444_MARKER: DD = SURVEY DISK
 LX2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2444_SP_SET: CONCRETE POST
 LX2444_STAMPING: 745
 LX2444_MARK LOGO: CTGS  
 LX2444_PROJECTION: RECESSED 2 CENTIMETERS
 LX2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2444+STABILITY: SURFACE MOTION
 LX2444
 LX2444  HISTORY     - Date     Condition        Report By
 LX2444  HISTORY     - UNK      MONUMENTED       CTGS
 LX2444  HISTORY     - 1985     GOOD             NGS
 LX2444
 LX2444                          STATION DESCRIPTION
 LX2444
 LX2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2444'3.3 KM (2.05 MI) SOUTH FROM WINSTED.
 LX2444'3.3 KM (2.05 MI) SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCTION OF
 LX2444'U.S. HIGHWAY 44 IN WINSTED TO THE MARK ON THE RIGHT, 6.10 METERS
 LX2444'(20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.26 METERS (10.7 FT)
 LX2444'NORTHEAST OF THE NORTHEAST CORNER OF THE EAST HEADWALL OF A BOX
 LX2444'CULVERT, 7.52 METERS (24.7 FT) NORTH-NORTHEAST OF POWER LINE BRACE
 LX2444'POLE 1945.
 LX2444'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2444'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2443 ***********************************************************************
 LX2443  DESIGNATION -  746
 LX2443  PID         -  LX2443
 LX2443  STATE/COUNTY-  CT/LITCHFIELD
 LX2443  USGS QUAD   -  WINSTED (1984)
 LX2443
 LX2443                         *CURRENT SURVEY CONTROL
 LX2443  ___________________________________________________________________
 LX2443* NAD 83(1986)-  41 53 58.     (N)    073 04 18.     (W)     SCALED    
 LX2443* NAVD 88     -       215.275  (meters)     706.28   (feet)  ADJUSTED  
 LX2443  ___________________________________________________________________
 LX2443  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2443  DYNAMIC HT  -         215.206 (meters)     706.05  (feet)  COMP
 LX2443  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LX2443
 LX2443  VERT ORDER  -  FIRST     CLASS II
 LX2443
 LX2443.The horizontal coordinates were scaled from a topographic map and have
 LX2443.an estimated accuracy of +/- 6 seconds.
 LX2443
 LX2443.The orthometric height was determined by differential leveling
 LX2443.and adjusted by the National Geodetic Survey in June 1991..
 LX2443
 LX2443.The geoid height was determined by GEOID03.
 LX2443
 LX2443.The dynamic height is computed by dividing the NAVD 88
 LX2443.geopotential number by the normal gravity value computed on the
 LX2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2443.degrees latitude (g = 980.6199 gals.).
 LX2443
 LX2443.The modeled gravity was interpolated from observed gravity values.
 LX2443
 LX2443;                    North         East    Units  Estimated Accuracy
 LX2443;SPC CT       -   270,850.      278,110.      MT  (+/- 180 meters Scaled)
 LX2443
 LX2443                          SUPERSEDED SURVEY CONTROL
 LX2443
 LX2443.No superseded survey control is available for this station.
 LX2443
 LX2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM599404(NAD 83)
 LX2443_MARKER: DD = SURVEY DISK
 LX2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2443_SP_SET: CONCRETE POST
 LX2443_STAMPING: 746
 LX2443_MARK LOGO: CTGS  
 LX2443_PROJECTION: FLUSH
 LX2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2443+STABILITY: SURFACE MOTION
 LX2443
 LX2443  HISTORY     - Date     Condition        Report By
 LX2443  HISTORY     - UNK      MONUMENTED       CTGS
 LX2443  HISTORY     - 1985     GOOD             NGS
 LX2443
 LX2443                          STATION DESCRIPTION
 LX2443
 LX2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2443'2.7 KM (1.7 MI) SOUTH FROM WINSTED.
 LX2443'2.7 KM (1.7 MI) SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCTION OF U.S.
 LX2443'HIGHWAY 44 IN WINSTED TO THE MARK ON THE RIGHT, FLUSH WITH A PAVED
 LX2443'DRIVEWAY LEADING UPHILL TO A TWO STORY FRAME HOUSE, 6.66 METERS (21.5
 LX2443'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 10.30 METERS (33.8 FT)
 LX2443'NORTH-NORTHWEST OF THE NORTH END OF THE EAST HEADWALL OF A BOX
 LX2443'CULVERT, 11.12 METERS (36.5 FT) SOUTH OF TELEPHONE POLE 205.
 LX2443'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2616 ***********************************************************************
 LX2616  DESIGNATION -  747
 LX2616  PID         -  LX2616
 LX2616  STATE/COUNTY-  CT/LITCHFIELD
 LX2616  USGS QUAD   -  LITCHFIELD (1984)
 LX2616
 LX2616                         *CURRENT SURVEY CONTROL
 LX2616  ___________________________________________________________________
 LX2616* NAD 83(1986)-  41 43 18.     (N)    073 14 57.     (W)     SCALED    
 LX2616* NAVD 88     -       254.558  (meters)     835.16   (feet)  ADJUSTED  
 LX2616  ___________________________________________________________________
 LX2616  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2616  DYNAMIC HT  -         254.473 (meters)     834.88  (feet)  COMP
 LX2616  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LX2616
 LX2616  VERT ORDER  -  FIRST     CLASS II
 LX2616
 LX2616.The horizontal coordinates were scaled from a topographic map and have
 LX2616.an estimated accuracy of +/- 6 seconds.
 LX2616
 LX2616.The orthometric height was determined by differential leveling
 LX2616.and adjusted by the National Geodetic Survey in June 1991..
 LX2616
 LX2616.The geoid height was determined by GEOID03.
 LX2616
 LX2616.The dynamic height is computed by dividing the NAVD 88
 LX2616.geopotential number by the normal gravity value computed on the
 LX2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2616.degrees latitude (g = 980.6199 gals.).
 LX2616
 LX2616.The modeled gravity was interpolated from observed gravity values.
 LX2616
 LX2616;                    North         East    Units  Estimated Accuracy
 LX2616;SPC CT       -   251,180.      263,270.      MT  (+/- 180 meters Scaled)
 LX2616
 LX2616                          SUPERSEDED SURVEY CONTROL
 LX2616
 LX2616.No superseded survey control is available for this station.
 LX2616
 LX2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM456203(NAD 83)
 LX2616_MARKER: DD = SURVEY DISK
 LX2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2616_SP_SET: CONCRETE POST
 LX2616_STAMPING: 747
 LX2616_MARK LOGO: CTGS  
 LX2616_PROJECTION: FLUSH
 LX2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2616+STABILITY: SURFACE MOTION
 LX2616
 LX2616  HISTORY     - Date     Condition        Report By
 LX2616  HISTORY     - UNK      MONUMENTED       CTGS
 LX2616  HISTORY     - 1985     GOOD             NGS
 LX2616
 LX2616                          STATION DESCRIPTION
 LX2616
 LX2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2616'0.6 KM (0.4 MI) SW FROM BANTAM.
 LX2616'0.60 KM (0.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2616'IN BANTAM TO THE MARK ON THE LEFT, 12.8 METERS (42.0 FT) SOUTH OF THE
 LX2616'CENTER LINE OF THE HIGHWAY, 27.0 METERS (88.8 FT) SOUTHWEST OF POWER
 LX2616'POLE NUMBER 755, 13.7 METERS (45.0 FT) EAST OF POWER POLE NUMBER 754.
 LX2616'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2615 ***********************************************************************
 LX2615  DESIGNATION -  748 X
 LX2615  PID         -  LX2615
 LX2615  STATE/COUNTY-  CT/LITCHFIELD
 LX2615  USGS QUAD   -  NEW PRESTON (1984)
 LX2615
 LX2615                         *CURRENT SURVEY CONTROL
 LX2615  ___________________________________________________________________
 LX2615* NAD 83(1986)-  41 43 17.     (N)    073 15 11.     (W)     SCALED    
 LX2615* NAVD 88     -       258.069  (meters)     846.68   (feet)  ADJUSTED  
 LX2615  ___________________________________________________________________
 LX2615  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2615  DYNAMIC HT  -         257.983 (meters)     846.40  (feet)  COMP
 LX2615  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LX2615
 LX2615  VERT ORDER  -  FIRST     CLASS II
 LX2615
 LX2615.The horizontal coordinates were scaled from a topographic map and have
 LX2615.an estimated accuracy of +/- 6 seconds.
 LX2615
 LX2615.The orthometric height was determined by differential leveling
 LX2615.and adjusted by the National Geodetic Survey in June 1991..
 LX2615
 LX2615.The geoid height was determined by GEOID03.
 LX2615
 LX2615.The dynamic height is computed by dividing the NAVD 88
 LX2615.geopotential number by the normal gravity value computed on the
 LX2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2615.degrees latitude (g = 980.6199 gals.).
 LX2615
 LX2615.The modeled gravity was interpolated from observed gravity values.
 LX2615
 LX2615;                    North         East    Units  Estimated Accuracy
 LX2615;SPC CT       -   251,150.      262,940.      MT  (+/- 180 meters Scaled)
 LX2615
 LX2615                          SUPERSEDED SURVEY CONTROL
 LX2615
 LX2615.No superseded survey control is available for this station.
 LX2615
 LX2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM453203(NAD 83)
 LX2615_MARKER: DD = SURVEY DISK
 LX2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2615_SP_SET: CONCRETE POST
 LX2615_STAMPING: 748 X
 LX2615_MARK LOGO: CTGS  
 LX2615_PROJECTION: FLUSH
 LX2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2615+STABILITY: SURFACE MOTION
 LX2615
 LX2615  HISTORY     - Date     Condition        Report By
 LX2615  HISTORY     - UNK      MONUMENTED       CTGS
 LX2615  HISTORY     - 1985     GOOD             NGS
 LX2615
 LX2615                          STATION DESCRIPTION
 LX2615
 LX2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2615'1.0 KM (0.6 MI) SW FROM BANTAM.
 LX2615'1.0 KM (0.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2615'IN BANTAM TO THE MARK ON THE RIGHT, 6.8 METERS (22.5 MI) NORTH OF THE
 LX2615'CENTER LINE OF THE HIGHWAY, 14.3 METERS (47.0 FT) SOUTHEAST OF POWER
 LX2615'POLE NUMBER 738.
 LX2615'THE MARK IS 0.50 METERS  S FROM  A WITNESS POST
 LX2615'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2688 ***********************************************************************
 LX2688  DESIGNATION -  752 X
 LX2688  PID         -  LX2688
 LX2688  STATE/COUNTY-  CT/LITCHFIELD
 LX2688  USGS QUAD   -  COLLINSVILLE (1984)
 LX2688
 LX2688                         *CURRENT SURVEY CONTROL
 LX2688  ___________________________________________________________________
 LX2688* NAD 83(1986)-  41 51 37.     (N)    072 57 31.     (W)     SCALED    
 LX2688* NAVD 88     -       107.398  (meters)     352.35   (feet)  ADJUSTED  
 LX2688  ___________________________________________________________________
 LX2688  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX2688  DYNAMIC HT  -         107.366 (meters)     352.25  (feet)  COMP
 LX2688  MODELED GRAV-     980,320.8   (mgal)                       NAVD 88
 LX2688
 LX2688  VERT ORDER  -  FIRST     CLASS II
 LX2688
 LX2688.The horizontal coordinates were scaled from a topographic map and have
 LX2688.an estimated accuracy of +/- 6 seconds.
 LX2688
 LX2688.The orthometric height was determined by differential leveling
 LX2688.and adjusted by the National Geodetic Survey in June 1991..
 LX2688
 LX2688.The geoid height was determined by GEOID03.
 LX2688
 LX2688.The dynamic height is computed by dividing the NAVD 88
 LX2688.geopotential number by the normal gravity value computed on the
 LX2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2688.degrees latitude (g = 980.6199 gals.).
 LX2688
 LX2688.The modeled gravity was interpolated from observed gravity values.
 LX2688
 LX2688;                    North         East    Units  Estimated Accuracy
 LX2688;SPC CT       -   266,470.      287,480.      MT  (+/- 180 meters Scaled)
 LX2688
 LX2688                          SUPERSEDED SURVEY CONTROL
 LX2688
 LX2688.No superseded survey control is available for this station.
 LX2688
 LX2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM694362(NAD 83)
 LX2688_MARKER: DD = SURVEY DISK
 LX2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2688_SP_SET: CONCRETE POST
 LX2688_STAMPING: 752 X
 LX2688_MARK LOGO: CTGS  
 LX2688_PROJECTION: RECESSED 15 CENTIMETERS
 LX2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2688+STABILITY: SURFACE MOTION
 LX2688
 LX2688  HISTORY     - Date     Condition        Report By
 LX2688  HISTORY     - UNK      MONUMENTED       CTGS
 LX2688  HISTORY     - 1985     GOOD             NGS
 LX2688
 LX2688                          STATION DESCRIPTION
 LX2688
 LX2688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2688'1.8 KM (1.1 MI) SE FROM PINE MEADOW.
 LX2688'1.8 KM (1.1 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2688'IN PINE MEADOW TO THE MARK ON THE LEFT, 6.27 METERS (20.6 FT) EAST OF
 LX2688'THE CENTERLINE OF THE HIGHWAY, 3.35 METERS (11.0 FT) NORTH OF A NO
 LX2688'PASSING ZONE SIGN, 2.0 METERS (6.5 FT) WEST OF A 51-CM (20-INCH)
 LX2688'DOUBLE TRUNK ASH TREE.
 LX2688'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LX2688'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2693 ***********************************************************************
 LX2693  DESIGNATION -  754
 LX2693  PID         -  LX2693
 LX2693  STATE/COUNTY-  CT/HARTFORD
 LX2693  USGS QUAD   -  COLLINSVILLE (1984)
 LX2693
 LX2693                         *CURRENT SURVEY CONTROL
 LX2693  ___________________________________________________________________
 LX2693* NAD 83(1986)-  41 50 06.     (N)    072 55 44.     (W)     SCALED    
 LX2693* NAVD 88     -        99.717  (meters)     327.15   (feet)  ADJUSTED  
 LX2693  ___________________________________________________________________
 LX2693  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LX2693  DYNAMIC HT  -          99.688 (meters)     327.06  (feet)  COMP
 LX2693  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 LX2693
 LX2693  VERT ORDER  -  FIRST     CLASS II
 LX2693
 LX2693.The horizontal coordinates were scaled from a topographic map and have
 LX2693.an estimated accuracy of +/- 6 seconds.
 LX2693
 LX2693.The orthometric height was determined by differential leveling
 LX2693.and adjusted by the National Geodetic Survey in June 1991..
 LX2693
 LX2693.The geoid height was determined by GEOID03.
 LX2693
 LX2693.The dynamic height is computed by dividing the NAVD 88
 LX2693.geopotential number by the normal gravity value computed on the
 LX2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2693.degrees latitude (g = 980.6199 gals.).
 LX2693
 LX2693.The modeled gravity was interpolated from observed gravity values.
 LX2693
 LX2693;                    North         East    Units  Estimated Accuracy
 LX2693;SPC CT       -   263,660.      289,940.      MT  (+/- 180 meters Scaled)
 LX2693
 LX2693                          SUPERSEDED SURVEY CONTROL
 LX2693
 LX2693.No superseded survey control is available for this station.
 LX2693
 LX2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM719335(NAD 83)
 LX2693_MARKER: DD = SURVEY DISK
 LX2693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2693_SP_SET: CONCRETE POST
 LX2693_STAMPING: 754
 LX2693_MARK LOGO: CTGS  
 LX2693_PROJECTION: FLUSH
 LX2693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2693+STABILITY: SURFACE MOTION
 LX2693
 LX2693  HISTORY     - Date     Condition        Report By
 LX2693  HISTORY     - UNK      MONUMENTED       CTGS
 LX2693  HISTORY     - 1985     GOOD             NGS
 LX2693
 LX2693                          STATION DESCRIPTION
 LX2693
 LX2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2693'3.9 KM (2.4 MI) NW FROM CANTON.
 LX2693'3.9 KM (2.4 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2693'STATE HIGHWAY 177 IN CANTON TO THE MARK ON THE LEFT, AT THE JUNCTION
 LX2693'OF STATE HIGHWAY 179 NORTH, 9.90 METERS (32.5 FT) SOUTHWEST OF THE
 LX2693'CENTER LINE OF U.S. HIGHWAY 44, 10.66 METERS (35.0 FT) SOUTHEAST OF A
 LX2693'TRAFFIC CONTROL BOX, 1.06 METERS (3.5 FT) WEST-SOUTHWEST OF POWER POLE
 LX2693'NUMBER 6706 WITH LINES CROSSING U.S. HIGHWAY 44.
 LX2693'THE MARK IS 0.18 METERS  NE FROM  A WITNESS POST
 LX2693'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2703 ***********************************************************************
 LX2703  DESIGNATION -  758 X
 LX2703  PID         -  LX2703
 LX2703  STATE/COUNTY-  CT/HARTFORD
 LX2703  USGS QUAD   -  AVON (1984)
 LX2703
 LX2703                         *CURRENT SURVEY CONTROL
 LX2703  ___________________________________________________________________
 LX2703* NAD 83(1986)-  41 48 15.     (N)    072 48 37.     (W)     SCALED    
 LX2703* NAVD 88     -        95.517  (meters)     313.38   (feet)  ADJUSTED  
 LX2703  ___________________________________________________________________
 LX2703  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2703  DYNAMIC HT  -          95.490 (meters)     313.29  (feet)  COMP
 LX2703  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 LX2703
 LX2703  VERT ORDER  -  FIRST     CLASS II
 LX2703
 LX2703.The horizontal coordinates were scaled from a topographic map and have
 LX2703.an estimated accuracy of +/- 6 seconds.
 LX2703
 LX2703.The orthometric height was determined by differential leveling
 LX2703.and adjusted by the National Geodetic Survey in June 1991..
 LX2703
 LX2703.The geoid height was determined by GEOID03.
 LX2703
 LX2703.The dynamic height is computed by dividing the NAVD 88
 LX2703.geopotential number by the normal gravity value computed on the
 LX2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2703.degrees latitude (g = 980.6199 gals.).
 LX2703
 LX2703.The modeled gravity was interpolated from observed gravity values.
 LX2703
 LX2703;                    North         East    Units  Estimated Accuracy
 LX2703;SPC CT       -   260,220.      299,790.      MT  (+/- 180 meters Scaled)
 LX2703
 LX2703                          SUPERSEDED SURVEY CONTROL
 LX2703
 LX2703.No superseded survey control is available for this station.
 LX2703
 LX2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM819303(NAD 83)
 LX2703_MARKER: DD = SURVEY DISK
 LX2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2703_SP_SET: CONCRETE POST
 LX2703_STAMPING: 758 X
 LX2703_MARK LOGO: CTGS  
 LX2703_PROJECTION: RECESSED 15 CENTIMETERS
 LX2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2703+STABILITY: SURFACE MOTION
 LX2703
 LX2703  HISTORY     - Date     Condition        Report By
 LX2703  HISTORY     - UNK      MONUMENTED       CTGS
 LX2703  HISTORY     - 1985     GOOD             NGS
 LX2703
 LX2703                          STATION DESCRIPTION
 LX2703
 LX2703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2703'1.7 KM (1.05 MI) EAST FROM AVON.
 LX2703'1.7 KM (1.05 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2703'HIGHWAY 10 NORTH IN AVON TO THE MARK ON THE RIGHT, 0.6 KM (0.35 MI)
 LX2703'EAST OF THE JUNCTION OF STATE HIGHWAY 10 SOUTH, 7.83 METERS (25.7 FT)
 LX2703'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 38.0 METERS (124.0 FT) EAST OF
 LX2703'THE CENTER OF THE PAVED ENTRANCE DRIVE OF HOUSE 221, 19.0 METERS (62.0
 LX2703'FT) EAST OF POWER POLE 139S, 1.49 METERS (4.9 FT) SOUTH OF THE SOUTH
 LX2703'CONCRETE CURB OF THE HIGHWAY.
 LX2703'THE MARK IS 0.18 METERS  S FROM  A WITNESS POST
 LX2703'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0592 ***********************************************************************
 LX0592  DESIGNATION -  76 W
 LX0592  PID         -  LX0592
 LX0592  STATE/COUNTY-  CT/NEW HAVEN
 LX0592  USGS QUAD   -  WATERBURY (1984)
 LX0592
 LX0592                         *CURRENT SURVEY CONTROL
 LX0592  ___________________________________________________________________
 LX0592* NAD 83(1986)-  41 33 09.     (N)    073 00 20.     (W)     SCALED    
 LX0592* NAVD 88     -       143.919  (meters)     472.17   (feet)  ADJUSTED  
 LX0592  ___________________________________________________________________
 LX0592  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX0592  DYNAMIC HT  -         143.874 (meters)     472.03  (feet)  COMP
 LX0592  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LX0592
 LX0592  VERT ORDER  -  FIRST     CLASS II
 LX0592
 LX0592.The horizontal coordinates were scaled from a topographic map and have
 LX0592.an estimated accuracy of +/- 6 seconds.
 LX0592
 LX0592.The orthometric height was determined by differential leveling
 LX0592.and adjusted by the National Geodetic Survey in June 1991..
 LX0592
 LX0592.The geoid height was determined by GEOID03.
 LX0592
 LX0592.The dynamic height is computed by dividing the NAVD 88
 LX0592.geopotential number by the normal gravity value computed on the
 LX0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0592.degrees latitude (g = 980.6199 gals.).
 LX0592
 LX0592.The modeled gravity was interpolated from observed gravity values.
 LX0592
 LX0592;                    North         East    Units  Estimated Accuracy
 LX0592;SPC CT       -   232,300.      283,480.      MT  (+/- 180 meters Scaled)
 LX0592
 LX0592                          SUPERSEDED SURVEY CONTROL
 LX0592
 LX0592  NGVD 29 (??/??/92)  144.20   (m)          473.1    (f) COMPUTED    1 2
 LX0592
 LX0592.Superseded values are not recommended for survey control.
 LX0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0592.See file dsdata.txt to determine how the superseded data were derived.
 LX0592
 LX0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM663020(NAD 83)
 LX0592_MARKER: DD = SURVEY DISK
 LX0592_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0592_STAMPING: 76 W 1923 473
 LX0592_MARK LOGO: USGS  
 LX0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0592+STABILITY: SURFACE MOTION
 LX0592
 LX0592  HISTORY     - Date     Condition        Report By
 LX0592  HISTORY     - 1923     MONUMENTED       USGS
 LX0592  HISTORY     - 1935     GOOD             NGS
 LX0592  HISTORY     - 1941     GOOD             LOCENG
 LX0592  HISTORY     - 1985     GOOD             NGS
 LX0592  HISTORY     - 19910428 GOOD             USPSQD
 LX0592
 LX0592                          STATION DESCRIPTION
 LX0592
 LX0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0592'2.2 MI E FROM WATERBURY.
 LX0592'ABOUT 2.2 MILES EAST ALONG STATE HIGHWAY 14 FROM THE ENGINE
 LX0592'2 FIRE STATION AT WATERBURY, NEW HAVEN COUNTY, AT THE MILL PLAIN
 LX0592'SCHOOL, 1 FOOT WEST OF THE SOUTHEAST CORNER, 45 FEET NORTH OF
 LX0592'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN
 LX0592'THE ROADWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LX0592'STAMPED 76 W 1923 473 AND SET VERTICALLY.
 LX0592
 LX0592                          STATION RECOVERY (1941)
 LX0592
 LX0592'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 LX0592'RECOVERED IN GOOD CONDITION.
 LX0592
 LX0592                          STATION RECOVERY (1985)
 LX0592
 LX0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0592'RECOVERED IN GOOD CONDITION, NEW TO REACH FOLLOWS, 1.3 KM (0.8 MI)
 LX0592'NORTHEAST ALONG STATE HIGHWAY 69 (MERIDEN ROAD) FROM THE INTERSECTION
 LX0592'OF EAST MAIN STREET,  IN WATERBURY TO THE MARK ON THE LEFT, AT THE
 LX0592'SOUTHEAST CORNER OF THE CHASE SCHOOL INSTEAD OF THE MILL PLAIN SCHOOL.
 LX0592
 LX0592                          STATION RECOVERY (1991)
 LX0592
 LX0592'RECOVERY NOTE BY US POWER SQUADRON 1991 (CZ)
 LX0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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 = OCTOBER  8, 2006
 LX2433 ***********************************************************************
 LX2433  DESIGNATION -  77 W RESET
 LX2433  PID         -  LX2433
 LX2433  STATE/COUNTY-  CT/NEW HAVEN
 LX2433  USGS QUAD   -  MERIDEN (1992)
 LX2433
 LX2433                         *CURRENT SURVEY CONTROL
 LX2433  ___________________________________________________________________
 LX2433* NAD 83(1986)-  41 33 08.     (N)    072 50 38.     (W)     SCALED    
 LX2433* NAVD 88     -       128.004  (meters)     419.96   (feet)  ADJUSTED  
 LX2433  ___________________________________________________________________
 LX2433  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2433  DYNAMIC HT  -         127.960 (meters)     419.82  (feet)  COMP
 LX2433  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2433
 LX2433  VERT ORDER  -  FIRST     CLASS II
 LX2433
 LX2433.The horizontal coordinates were scaled from a topographic map and have
 LX2433.an estimated accuracy of +/- 6 seconds.
 LX2433
 LX2433.The orthometric height was determined by differential leveling
 LX2433.and adjusted by the National Geodetic Survey in June 1991..
 LX2433
 LX2433.The geoid height was determined by GEOID03.
 LX2433
 LX2433.The dynamic height is computed by dividing the NAVD 88
 LX2433.geopotential number by the normal gravity value computed on the
 LX2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2433.degrees latitude (g = 980.6199 gals.).
 LX2433
 LX2433.The modeled gravity was interpolated from observed gravity values.
 LX2433
 LX2433;                    North         East    Units  Estimated Accuracy
 LX2433;SPC CT       -   232,240.      296,970.      MT  (+/- 180 meters Scaled)
 LX2433
 LX2433                          SUPERSEDED SURVEY CONTROL
 LX2433
 LX2433.No superseded survey control is available for this station.
 LX2433
 LX2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM798023(NAD 83)
 LX2433_MARKER: DD = SURVEY DISK
 LX2433_SETTING: 66 = SET IN ROCK OUTCROP
 LX2433_SP_SET: ROCK OUTCROP
 LX2433_STAMPING: 77 W 1923 RESET 1971
 LX2433_MARK LOGO: USGS  
 LX2433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2433+STABILITY: POSITION/ELEVATION WELL
 LX2433
 LX2433  HISTORY     - Date     Condition        Report By
 LX2433  HISTORY     - 1971     MONUMENTED       USGS
 LX2433  HISTORY     - 1985     GOOD             NGS
 LX2433
 LX2433                          STATION DESCRIPTION
 LX2433
 LX2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2433'IN MERIDEN.
 LX2433'IN MERIDEN, 2.7 KM (1.7 MI) NORTHWEST ALONG WEST MAIN STREET FROM THE
 LX2433'JUNCTION OF CAPITOL AVENUE TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI)
 LX2433'SOUTHEAST OF THE MERIDEN - SOUTHINGTON TOWN LINE AND 84.43 METERS
 LX2433'(277.0 FT) NORTHWEST OF THE JUNCTION OF GWEN ROAD, IN TOP OF THE
 LX2433'HIGHEST POINT OF A LARGE ROCK OUTCROP MEASURING 1.83 BY 3.66 BY 4.88
 LX2433'METERS (6 BY 12 BY 16 FT), 18.29 METERS (60.0 FT) NORTHEAST OF THE
 LX2433'CENTERLINE OF WEST MAIN STREET.
 LX2433'THE MARK IS 1.52 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3416 ***********************************************************************
 LX3416  DESIGNATION -  78
 LX3416  PID         -  LX3416
 LX3416  STATE/COUNTY-  CT/NEW LONDON
 LX3416  USGS QUAD   -  UNCASVILLE (1984)
 LX3416
 LX3416                         *CURRENT SURVEY CONTROL
 LX3416  ___________________________________________________________________
 LX3416* NAD 83(1986)-  41 23 02.     (N)    072 06 33.     (W)     SCALED    
 LX3416* NAVD 88     -        51.911  (meters)     170.31   (feet)  ADJUSTED  
 LX3416  ___________________________________________________________________
 LX3416  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX3416  DYNAMIC HT  -          51.893 (meters)     170.25  (feet)  COMP
 LX3416  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX3416
 LX3416  VERT ORDER  -  FIRST     CLASS II
 LX3416
 LX3416.The horizontal coordinates were scaled from a topographic map and have
 LX3416.an estimated accuracy of +/- 6 seconds.
 LX3416
 LX3416.The orthometric height was determined by differential leveling
 LX3416.and adjusted by the National Geodetic Survey in June 1991..
 LX3416
 LX3416.The geoid height was determined by GEOID03.
 LX3416
 LX3416.The dynamic height is computed by dividing the NAVD 88
 LX3416.geopotential number by the normal gravity value computed on the
 LX3416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3416.degrees latitude (g = 980.6199 gals.).
 LX3416
 LX3416.The modeled gravity was interpolated from observed gravity values.
 LX3416
 LX3416;                    North         East    Units  Estimated Accuracy
 LX3416;SPC CT       -   213,740.      358,400.      MT  (+/- 180 meters Scaled)
 LX3416
 LX3416                          SUPERSEDED SURVEY CONTROL
 LX3416
 LX3416.No superseded survey control is available for this station.
 LX3416
 LX3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL417854(NAD 83)
 LX3416_MARKER: DD = SURVEY DISK
 LX3416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3416_SP_SET: CONCRETE POST
 LX3416_STAMPING: 78
 LX3416_PROJECTION: FLUSH
 LX3416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3416+STABILITY: SURFACE MOTION
 LX3416
 LX3416  HISTORY     - Date     Condition        Report By
 LX3416  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3416  HISTORY     - 1986     GOOD             NGS
 LX3416  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3416
 LX3416                          STATION DESCRIPTION
 LX3416
 LX3416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3416'2.2 KM (1.35 MI) SW FROM QUAKER HILL.
 LX3416'2.2 KM (1.35 MI) SOUTHWEST ALONG OLD NORWICH ROAD FROM THE POST OFFICE
 LX3416'IN QUAKER HILL TO THE JUNCTION OF BENHAM AVENUE AND THE MARK ON THE
 LX3416'LEFT IN THE SOUTHEAST ANGLE OF THE JUNCTION, 0.2 KM (0.1 MI) NORTH OF
 LX3416'THE WATERFORD-NEW LONDON TOWN LINE.  7.77 METERS (25.5 FT) SOUTHEAST
 LX3416'OF THE CENTERLINE OF OLD NORWICH ROAD, 14.32 METERS (47.0 FT)
 LX3416'SOUTH-SOUTHWEST OF THE CENTERLINE OF BENHAM AVENUE, 4.57 METERS (15.0
 LX3416'FT) SOUTH-SOUTHEAST OF UTILITY POLE NO. 3368 WITH STREET LAMP AND 1.71
 LX3416'METERS (5.6 FT) SOUTH OF A FIRE HYDRANT.
 LX3416'THE MARK IS 0.40 METERS  NNE FROM  A WITNESS POST
 LX3416'THE MARK IS 0.30 M ABOVE OLD NORWICH ROAD.
 LX3416
 LX3416                          STATION RECOVERY (1989)
 LX3416
 LX3416'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0609 ***********************************************************************
 LX0609  DESIGNATION -  8
 LX0609  PID         -  LX0609
 LX0609  STATE/COUNTY-  CT/LITCHFIELD
 LX0609  USGS QUAD   -  LITCHFIELD (1984)
 LX0609
 LX0609                         *CURRENT SURVEY CONTROL
 LX0609  ___________________________________________________________________
 LX0609* NAD 83(1986)-  41 40 27.     (N)    073 09 35.     (W)     SCALED    
 LX0609* NAVD 88     -       248.448  (meters)     815.12   (feet)  POSTED    
 LX0609  ___________________________________________________________________
 LX0609  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX0609  DYNAMIC HT  -         248.370 (meters)     814.86  (feet)  COMP
 LX0609  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX0609
 LX0609  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0609
 LX0609.The horizontal coordinates were scaled from a topographic map and have
 LX0609.an estimated accuracy of +/- 6 seconds.
 LX0609
 LX0609.The orthometric height was determined by differential leveling
 LX0609.and adjusted by the National Geodetic Survey in 1992..
 LX0609.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0609.rate of 1.1 thru 2.0 mm/km.
 LX0609
 LX0609.The geoid height was determined by GEOID03.
 LX0609
 LX0609.The dynamic height is computed by dividing the NAVD 88
 LX0609.geopotential number by the normal gravity value computed on the
 LX0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0609.degrees latitude (g = 980.6199 gals.).
 LX0609
 LX0609.The modeled gravity was interpolated from observed gravity values.
 LX0609
 LX0609;                    North         East    Units  Estimated Accuracy
 LX0609;SPC CT       -   245,860.      270,680.      MT  (+/- 180 meters Scaled)
 LX0609
 LX0609                          SUPERSEDED SURVEY CONTROL
 LX0609
 LX0609.No superseded survey control is available for this station.
 LX0609
 LX0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM531152(NAD 83)
 LX0609_MARKER: DD = SURVEY DISK
 LX0609_SETTING: 0 = UNSPECIFIED SETTING
 LX0609_STAMPING: BM 8
 LX0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0609
 LX0609  HISTORY     - Date     Condition        Report By
 LX0609  HISTORY     - UNK      MONUMENTED       CU
 LX0609  HISTORY     - 1916     GOOD             NGS
 LX0609
 LX0609                          STATION DESCRIPTION
 LX0609
 LX0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0609'2.7 MI E FROM MORRIS.
 LX0609'ABOUT 2.7 MILES E OF MORRIS ON THE HIGHWAY TO THOMASTON (CONN.
 LX0609'ROUTE 109), ABOUT 400 FT. E OF A POINT WHERE THE HIGHWAY TURNS
 LX0609'ALMOST 90 DEG TO THE EAST, ABOUT 20 FT. N OF THE CENTER OF THE
 LX0609'MACADAM ROAD, ABT. 10 FT. E OF A DRIVEWAY TO THE HOUSE OWNED BY
 LX0609'GEORGE BALCH, AND ABT. 2 FT. ABOVE THE ROAD.  A C.C. STANDARD DISK.
 LX0609'NOTE-- ALSO 6.4 MILES W OF THOMASTON P.O., 1.5 MILES E OF EAST
 LX0609'MORRIS (INTERSECTION OF CONN. RTES 109 AND 63)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2745 ***********************************************************************
 LX2745  DESIGNATION -  80 W
 LX2745  PID         -  LX2745
 LX2745  STATE/COUNTY-  CT/HARTFORD
 LX2745  USGS QUAD   -  SOUTHINGTON (1992)
 LX2745
 LX2745                         *CURRENT SURVEY CONTROL
 LX2745  ___________________________________________________________________
 LX2745* NAD 83(1986)-  41 36 04.     (N)    072 52 41.     (W)     SCALED    
 LX2745* NAVD 88     -        50.807  (meters)     166.69   (feet)  ADJUSTED  
 LX2745  ___________________________________________________________________
 LX2745  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2745  DYNAMIC HT  -          50.791 (meters)     166.64  (feet)  COMP
 LX2745  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 LX2745
 LX2745  VERT ORDER  -  FIRST     CLASS II
 LX2745
 LX2745.The horizontal coordinates were scaled from a topographic map and have
 LX2745.an estimated accuracy of +/- 6 seconds.
 LX2745
 LX2745.The orthometric height was determined by differential leveling
 LX2745.and adjusted by the National Geodetic Survey in June 1991..
 LX2745
 LX2745.The geoid height was determined by GEOID03.
 LX2745
 LX2745.The dynamic height is computed by dividing the NAVD 88
 LX2745.geopotential number by the normal gravity value computed on the
 LX2745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2745.degrees latitude (g = 980.6199 gals.).
 LX2745
 LX2745.The modeled gravity was interpolated from observed gravity values.
 LX2745
 LX2745;                    North         East    Units  Estimated Accuracy
 LX2745;SPC CT       -   237,680.      294,130.      MT  (+/- 180 meters Scaled)
 LX2745
 LX2745                          SUPERSEDED SURVEY CONTROL
 LX2745
 LX2745.No superseded survey control is available for this station.
 LX2745
 LX2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM768076(NAD 83)
 LX2745_MARKER: DD = SURVEY DISK
 LX2745_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2745+WITH SETTING: PAVEMENT
 LX2745_SP_SET: GRANITE STEP
 LX2745_STAMPING: 80 W 1923 168
 LX2745_MARK LOGO: USGS  
 LX2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2745+STABILITY: SURFACE MOTION
 LX2745
 LX2745  HISTORY     - Date     Condition        Report By
 LX2745  HISTORY     - 1923     MONUMENTED       USGS
 LX2745  HISTORY     - 1985     GOOD             NGS
 LX2745
 LX2745                          STATION DESCRIPTION
 LX2745
 LX2745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2745'IN SOUTHINGTON.
 LX2745'IN SOUTHINGTON, ALONG STATE HIGHWAY 10, ACROSS THE HIGHWAY FROM THE
 LX2745'FIRST CONGREGATIONAL CHURCH, IN TOP OF THE EAST SIDE OF THE UPPER STEP
 LX2745'OF A GRANITE MEMORIAL TO AMON BRADLEY, NEAR THE NORTH END OF THE
 LX2745'SOUTHINGTON GREEN.
 LX2745'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0543 ***********************************************************************
 MZ0543  DESIGNATION -  810.45
 MZ0543  PID         -  MZ0543
 MZ0543  STATE/COUNTY-  CT/LITCHFIELD
 MZ0543  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0543
 MZ0543                         *CURRENT SURVEY CONTROL
 MZ0543  ___________________________________________________________________
 MZ0543* NAD 83(1986)-  42 00 52.     (N)    073 17 11.     (W)     SCALED    
 MZ0543* NAVD 88     -       246.722  (meters)     809.45   (feet)  ADJUSTED  
 MZ0543  ___________________________________________________________________
 MZ0543  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 MZ0543  DYNAMIC HT  -         246.639 (meters)     809.18  (feet)  COMP
 MZ0543  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 MZ0543
 MZ0543  VERT ORDER  -  SECOND    CLASS 0
 MZ0543
 MZ0543.The horizontal coordinates were scaled from a topographic map and have
 MZ0543.an estimated accuracy of +/- 6 seconds.
 MZ0543
 MZ0543.The orthometric height was determined by differential leveling
 MZ0543.and adjusted by the National Geodetic Survey in June 1991..
 MZ0543
 MZ0543.The geoid height was determined by GEOID03.
 MZ0543
 MZ0543.The dynamic height is computed by dividing the NAVD 88
 MZ0543.geopotential number by the normal gravity value computed on the
 MZ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0543.degrees latitude (g = 980.6199 gals.).
 MZ0543
 MZ0543.The modeled gravity was interpolated from observed gravity values.
 MZ0543
 MZ0543;                    North         East    Units  Estimated Accuracy
 MZ0543;SPC CT       -   283,720.      260,370.      MT  (+/- 180 meters Scaled)
 MZ0543
 MZ0543                          SUPERSEDED SURVEY CONTROL
 MZ0543
 MZ0543  NGVD 29 (??/??/92)  246.93   (m)          810.1    (f) COMPUTED    2 0
 MZ0543
 MZ0543.Superseded values are not recommended for survey control.
 MZ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0543.See file dsdata.txt to determine how the superseded data were derived.
 MZ0543
 MZ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM418528(NAD 83)
 MZ0543_MARKER: DD = SURVEY DISK
 MZ0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MZ0543_SP_SET: SEMAPHORE
 MZ0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ0543
 MZ0543  HISTORY     - Date     Condition        Report By
 MZ0543  HISTORY     - 1935     MONUMENTED       USGS
 MZ0543  HISTORY     - 1942     MARK NOT FOUND   NGS
 MZ0543
 MZ0543                          STATION DESCRIPTION
 MZ0543
 MZ0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ0543'AT EAST CANAAN.
 MZ0543'AT EAST CANAAN, LITCHFIELD COUNTY, OPPOSITE THE OLD NEW YORK,
 MZ0543'NEW HAVEN AND HARTFORD RAILROAD STATION, ON THE NORTHEAST CORNER
 MZ0543'OF A 30- BY 30-INCH CONCRETE SEMAPHORE FOUNDATION, 7 FEET SOUTH
 MZ0543'OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE
 MZ0543'RAIL.  A CHISELED SQUARE.  NOTE-- THE OLD RAILROAD STATION,
 MZ0543'RAILS AND SEMAPHORE HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2670 ***********************************************************************
 LX2670  DESIGNATION -  815
 LX2670  PID         -  LX2670
 LX2670  STATE/COUNTY-  CT/LITCHFIELD
 LX2670  USGS QUAD   -  CORNWALL (1984)
 LX2670
 LX2670                         *CURRENT SURVEY CONTROL
 LX2670  ___________________________________________________________________
 LX2670* NAD 83(1986)-  41 49 59.     (N)    073 16 02.     (W)     SCALED    
 LX2670* NAVD 88     -       414.019  (meters)    1358.33   (feet)  ADJUSTED  
 LX2670  ___________________________________________________________________
 LX2670  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX2670  DYNAMIC HT  -         413.867 (meters)    1357.83  (feet)  COMP
 LX2670  MODELED GRAV-     980,240.5   (mgal)                       NAVD 88
 LX2670
 LX2670  VERT ORDER  -  FIRST     CLASS II
 LX2670
 LX2670.The horizontal coordinates were scaled from a topographic map and have
 LX2670.an estimated accuracy of +/- 6 seconds.
 LX2670
 LX2670.The orthometric height was determined by differential leveling
 LX2670.and adjusted by the National Geodetic Survey in June 1991..
 LX2670
 LX2670.The geoid height was determined by GEOID03.
 LX2670
 LX2670.The dynamic height is computed by dividing the NAVD 88
 LX2670.geopotential number by the normal gravity value computed on the
 LX2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2670.degrees latitude (g = 980.6199 gals.).
 LX2670
 LX2670.The modeled gravity was interpolated from observed gravity values.
 LX2670
 LX2670;                    North         East    Units  Estimated Accuracy
 LX2670;SPC CT       -   263,560.      261,840.      MT  (+/- 180 meters Scaled)
 LX2670
 LX2670                          SUPERSEDED SURVEY CONTROL
 LX2670
 LX2670.No superseded survey control is available for this station.
 LX2670
 LX2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM438326(NAD 83)
 LX2670_MARKER: DD = SURVEY DISK
 LX2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2670_SP_SET: CONCRETE POST
 LX2670_STAMPING: 815
 LX2670_MARK LOGO: CTGS  
 LX2670_PROJECTION: FLUSH
 LX2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2670+STABILITY: SURFACE MOTION
 LX2670
 LX2670  HISTORY     - Date     Condition        Report By
 LX2670  HISTORY     - UNK      MONUMENTED       CTGS
 LX2670  HISTORY     - 1985     GOOD             NGS
 LX2670
 LX2670                          STATION DESCRIPTION
 LX2670
 LX2670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2670'4.0 KM (2.5 MI) WNW FROM GOSHEN.
 LX2670'4.0 KM (2.5 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 LX2670'OF STATE HIGHWAY 63 IN GOSHEN TO THE MARK ON THE RIGHT, 6.24 METERS
 LX2670'(20.5 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12.31 METERS
 LX2670'(40.4 FT) SOUTH-SOUTHEAST OF POWER POLE NYMBER 2832, 3.74 METERS (12.3
 LX2670'FT) SOUTHWEST OF THE SOUTHWEST FACE OF A ROCK WALL, 2.74 METERS (9.0
 LX2670'FT) EAST OF HIGHWAY SIGN WHICH READS (ILLASTRATED FOR CURVE).
 LX2670'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2671 ***********************************************************************
 LX2671  DESIGNATION -  816
 LX2671  PID         -  LX2671
 LX2671  STATE/COUNTY-  CT/LITCHFIELD
 LX2671  USGS QUAD   -  CORNWALL (1984)
 LX2671
 LX2671                         *CURRENT SURVEY CONTROL
 LX2671  ___________________________________________________________________
 LX2671* NAD 83(1986)-  41 49 41.     (N)    073 15 40.     (W)     SCALED    
 LX2671* NAVD 88     -       397.288  (meters)    1303.44   (feet)  ADJUSTED  
 LX2671  ___________________________________________________________________
 LX2671  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2671  DYNAMIC HT  -         397.141 (meters)    1302.95  (feet)  COMP
 LX2671  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 LX2671
 LX2671  VERT ORDER  -  FIRST     CLASS II
 LX2671
 LX2671.The horizontal coordinates were scaled from a topographic map and have
 LX2671.an estimated accuracy of +/- 6 seconds.
 LX2671
 LX2671.The orthometric height was determined by differential leveling
 LX2671.and adjusted by the National Geodetic Survey in June 1991..
 LX2671
 LX2671.The geoid height was determined by GEOID03.
 LX2671
 LX2671.The dynamic height is computed by dividing the NAVD 88
 LX2671.geopotential number by the normal gravity value computed on the
 LX2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2671.degrees latitude (g = 980.6199 gals.).
 LX2671
 LX2671.The modeled gravity was interpolated from observed gravity values.
 LX2671
 LX2671;                    North         East    Units  Estimated Accuracy
 LX2671;SPC CT       -   263,000.      262,340.      MT  (+/- 180 meters Scaled)
 LX2671
 LX2671                          SUPERSEDED SURVEY CONTROL
 LX2671
 LX2671.No superseded survey control is available for this station.
 LX2671
 LX2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM444321(NAD 83)
 LX2671_MARKER: DD = SURVEY DISK
 LX2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2671_SP_SET: CONCRETE POST
 LX2671_STAMPING: 816
 LX2671_MARK LOGO: CTGS  
 LX2671_PROJECTION: RECESSED 8 CENTIMETERS
 LX2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2671+STABILITY: SURFACE MOTION
 LX2671
 LX2671  HISTORY     - Date     Condition        Report By
 LX2671  HISTORY     - UNK      MONUMENTED       CTGS
 LX2671  HISTORY     - 1985     GOOD             NGS
 LX2671
 LX2671                          STATION DESCRIPTION
 LX2671
 LX2671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2671'3.3 KM (2.05 MI) WNW FROM GOSHEN.
 LX2671'3.3 KM (2.05 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 4 FROM THE
 LX2671'JUNCTION OF STATE HIGHWAY 63 IN GOSHEN TO THE MARK ON THE LEFT, ON A
 LX2671'HIGH BANK DIRECTLY ACROSS THE HIGHWAY FROM THE NORTHWEST FACE OF A
 LX2671'SINGLE STORY FRAME HOUSE NUMBER 426, 7.62 METERS (25.0 FT) SOUTHWEST
 LX2671'OF THE CENTER LINE OF THE HIGHWAY, 14.2 METERS (46.6 FT) SOUTHWEST AND
 LX2671'ACROSS THE HIGHWAY FROM POWER POLE NUMBER 2814, 3.35 METERS (11.0 FT)
 LX2671'NORTHWEST OF A 40-INCH MAPLE TREE.
 LX2671'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 LX2671'THE MARK IS 1.82 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1979 ***********************************************************************
 LX1979  DESIGNATION -  828
 LX1979  PID         -  LX1979
 LX1979  STATE/COUNTY-  CT/LITCHFIELD
 LX1979  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1979
 LX1979                         *CURRENT SURVEY CONTROL
 LX1979  ___________________________________________________________________
 LX1979* NAD 83(1986)-  41 57 24.     (N)    073 20 49.     (W)     SCALED    
 LX1979* NAVD 88     -       210.864  (meters)     691.81   (feet)  ADJUSTED  
 LX1979  ___________________________________________________________________
 LX1979  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX1979  DYNAMIC HT  -         210.792 (meters)     691.57  (feet)  COMP
 LX1979  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LX1979
 LX1979  VERT ORDER  -  FIRST     CLASS II
 LX1979
 LX1979.The horizontal coordinates were scaled from a topographic map and have
 LX1979.an estimated accuracy of +/- 6 seconds.
 LX1979
 LX1979.The orthometric height was determined by differential leveling
 LX1979.and adjusted by the National Geodetic Survey in June 1991..
 LX1979
 LX1979.The geoid height was determined by GEOID03.
 LX1979
 LX1979.The dynamic height is computed by dividing the NAVD 88
 LX1979.geopotential number by the normal gravity value computed on the
 LX1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1979.degrees latitude (g = 980.6199 gals.).
 LX1979
 LX1979.The modeled gravity was interpolated from observed gravity values.
 LX1979
 LX1979;                    North         East    Units  Estimated Accuracy
 LX1979;SPC CT       -   277,330.      255,310.      MT  (+/- 180 meters Scaled)
 LX1979
 LX1979                          SUPERSEDED SURVEY CONTROL
 LX1979
 LX1979.No superseded survey control is available for this station.
 LX1979
 LX1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM369462(NAD 83)
 LX1979_MARKER: DD = SURVEY DISK
 LX1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1979_SP_SET: CONCRETE POST
 LX1979_STAMPING: 828
 LX1979_MARK LOGO: CTGS  
 LX1979_PROJECTION: RECESSED 4 CENTIMETERS
 LX1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1979+STABILITY: SURFACE MOTION
 LX1979
 LX1979  HISTORY     - Date     Condition        Report By
 LX1979  HISTORY     - UNK      MONUMENTED       CTGS
 LX1979  HISTORY     - 1984     GOOD             NGS
 LX1979
 LX1979                          STATION DESCRIPTION
 LX1979
 LX1979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1979'9.5 KM (5.9 MI) SOUTH FROM CANAAN.
 LX1979'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1979'CANAAN, THENCE 8.8 KM (5.45 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1979'ON THE LEFT, 15.24 METERS (50.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX1979'HIGHWAY, 4.91 METERS (16.1 FT) EAST OF UTILITY POLE 246, 3.35 METERS
 LX1979'(11.0 FT) NORTHWEST OF A ROCK FENCE LINE.
 LX1979'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2459 ***********************************************************************
 LX2459  DESIGNATION -  834 X
 LX2459  PID         -  LX2459
 LX2459  STATE/COUNTY-  CT/LITCHFIELD
 LX2459  USGS QUAD   -  TORRINGTON (1984)
 LX2459
 LX2459                         *CURRENT SURVEY CONTROL
 LX2459  ___________________________________________________________________
 LX2459* NAD 83(1986)-  41 46 40.     (N)    073 07 08.     (W)     SCALED    
 LX2459* NAVD 88     -       156.986  (meters)     515.04   (feet)  ADJUSTED  
 LX2459  ___________________________________________________________________
 LX2459  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2459  DYNAMIC HT  -         156.935 (meters)     514.88  (feet)  COMP
 LX2459  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 LX2459
 LX2459  VERT ORDER  -  FIRST     CLASS II
 LX2459
 LX2459.The horizontal coordinates were scaled from a topographic map and have
 LX2459.an estimated accuracy of +/- 6 seconds.
 LX2459
 LX2459.The orthometric height was determined by differential leveling
 LX2459.and adjusted by the National Geodetic Survey in June 1991..
 LX2459
 LX2459.The geoid height was determined by GEOID03.
 LX2459
 LX2459.The dynamic height is computed by dividing the NAVD 88
 LX2459.geopotential number by the normal gravity value computed on the
 LX2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2459.degrees latitude (g = 980.6199 gals.).
 LX2459
 LX2459.The modeled gravity was interpolated from observed gravity values.
 LX2459
 LX2459;                    North         East    Units  Estimated Accuracy
 LX2459;SPC CT       -   257,360.      274,130.      MT  (+/- 180 meters Scaled)
 LX2459
 LX2459                          SUPERSEDED SURVEY CONTROL
 LX2459
 LX2459.No superseded survey control is available for this station.
 LX2459
 LX2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM563268(NAD 83)
 LX2459_MARKER: DD = SURVEY DISK
 LX2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2459_SP_SET: CONCRETE POST
 LX2459_STAMPING: 834 X
 LX2459_MARK LOGO: CTGS  
 LX2459_PROJECTION: RECESSED 10 CENTIMETERS
 LX2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2459+STABILITY: SURFACE MOTION
 LX2459
 LX2459  HISTORY     - Date     Condition        Report By
 LX2459  HISTORY     - UNK      MONUMENTED       CTGS
 LX2459  HISTORY     - 1985     GOOD             NGS
 LX2459
 LX2459                          STATION DESCRIPTION
 LX2459
 LX2459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2459'3.9 KM (2.4 MI) SOUTH FROM TORRINGTON.
 LX2459'3.9 KM (2.4 MI) SOUTH ALONG MAIN STREET (COUNTY ROAD 800) FROM THE
 LX2459'JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON TO THE MARK ON THE
 LX2459'LEFT, 1.7 KM (1.1 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 118 IN
 LX2459'EAST LITCHFIELD, 10.05 METERS (33.0 FT) EAST OF THE CENTERLINE OF MAIN
 LX2459'STREET, 12.52 METERS (41.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LX2459'METAL PREFAB BUILDING, NUMBER 1065, 14.11 METERS (46.3 FT) NORTHEAST
 LX2459'OF POWER POLE 384S.
 LX2459'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2459'THE MARK IS 0.18 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2029 ***********************************************************************
 LX2029  DESIGNATION -  845
 LX2029  PID         -  LX2029
 LX2029  STATE/COUNTY-  CT/HARTFORD
 LX2029  USGS QUAD   -  TARIFFVILLE (1984)
 LX2029
 LX2029                         *CURRENT SURVEY CONTROL
 LX2029  ___________________________________________________________________
 LX2029* NAD 83(1986)-  41 57 11.     (N)    072 48 40.     (W)     SCALED    
 LX2029* NAVD 88     -        73.074  (meters)     239.74   (feet)  ADJUSTED  
 LX2029  ___________________________________________________________________
 LX2029  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LX2029  DYNAMIC HT  -          73.053 (meters)     239.67  (feet)  COMP
 LX2029  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 LX2029
 LX2029  VERT ORDER  -  FIRST     CLASS II
 LX2029
 LX2029.The horizontal coordinates were scaled from a topographic map and have
 LX2029.an estimated accuracy of +/- 6 seconds.
 LX2029
 LX2029.The orthometric height was determined by differential leveling
 LX2029.and adjusted by the National Geodetic Survey in June 1991..
 LX2029
 LX2029.The geoid height was determined by GEOID03.
 LX2029
 LX2029.The dynamic height is computed by dividing the NAVD 88
 LX2029.geopotential number by the normal gravity value computed on the
 LX2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2029.degrees latitude (g = 980.6199 gals.).
 LX2029
 LX2029.The modeled gravity was interpolated from observed gravity values.
 LX2029
 LX2029;                    North         East    Units  Estimated Accuracy
 LX2029;SPC CT       -   276,760.      299,730.      MT  (+/- 180 meters Scaled)
 LX2029
 LX2029                          SUPERSEDED SURVEY CONTROL
 LX2029
 LX2029.No superseded survey control is available for this station.
 LX2029
 LX2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM814468(NAD 83)
 LX2029_MARKER: DD = SURVEY DISK
 LX2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2029_SP_SET: CONCRETE POST
 LX2029_STAMPING: 845
 LX2029_MARK LOGO: CTGS  
 LX2029_PROJECTION: RECESSED 5 CENTIMETERS
 LX2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2029+STABILITY: SURFACE MOTION
 LX2029
 LX2029  HISTORY     - Date     Condition        Report By
 LX2029  HISTORY     - UNK      MONUMENTED       CTGS
 LX2029  HISTORY     - 1984     GOOD             NGS
 LX2029
 LX2029                          STATION DESCRIPTION
 LX2029
 LX2029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2029'2.1 KM (1.3 MI) WEST FROM GRANBY.
 LX2029'2.1 KM (1.3 MI) WEST ALONG STATE HIGHWAY 20 FROM THE INTERSECTION OF
 LX2029'U.S. HIGHWAY 202 IN GRANBY TO THE MARK ON THE LEFT, BETWEEN POWER
 LX2029'POLES 282 AND 283, 6.24 METERS (20.5 FT) SOUTH OF THE CENTERLINE OF
 LX2029'THE HIGHWAY, 17.37 METERS (57.0 FT) WEST OF POWER POLE 282,
 LX2029'12.50 METERS (41.0 FT) EAST OF POWER POLE 283.
 LX2029'THE MARK IS 0.15 METERS  N FROM A WITNESS POST.
 LX2029'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3418 ***********************************************************************
 LX3418  TIDAL BM    -  This is a Tidal Bench Mark.
 LX3418  DESIGNATION -  846 1490 K TIDAL
 LX3418  PID         -  LX3418
 LX3418  STATE/COUNTY-  CT/NEW LONDON
 LX3418  USGS QUAD   -  NEW LONDON (1984)
 LX3418
 LX3418                         *CURRENT SURVEY CONTROL
 LX3418  ___________________________________________________________________
 LX3418* NAD 83(1996)-  41 21 42.99760(N)    072 05 41.02290(W)     ADJUSTED  
 LX3418* NAVD 88     -         8.836  (meters)      28.99   (feet)  ADJUSTED  
 LX3418  ___________________________________________________________________
 LX3418  X           -   1,473,920.469 (meters)                     COMP
 LX3418  Y           -  -4,561,910.543 (meters)                     COMP
 LX3418  Z           -   4,192,662.069 (meters)                     COMP
 LX3418  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LX3418  ELLIP HEIGHT-         -21.71  (meters)          (06/22/01) GPS OBS
 LX3418  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX3418  DYNAMIC HT  -           8.832 (meters)      28.98  (feet)  COMP
 LX3418  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX3418
 LX3418  HORZ ORDER  -  A
 LX3418  VERT ORDER  -  FIRST     CLASS II
 LX3418  ELLP ORDER  -  FOURTH    CLASS I
 LX3418
 LX3418.The horizontal coordinates were established by GPS observations
 LX3418.and adjusted by the National Geodetic Survey in June 2001..
 LX3418
 LX3418.The orthometric height was determined by differential leveling
 LX3418.and adjusted by the National Geodetic Survey in June 1991..
 LX3418
 LX3418.This Tidal Bench Mark is designated as VM 242
 LX3418.by the Center for Operational Oceanographic Products and Services.
 LX3418
 LX3418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3418
 LX3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3418
 LX3418.The ellipsoidal height was determined by GPS observations
 LX3418.and is referenced to NAD 83.
 LX3418
 LX3418.The geoid height was determined by GEOID03.
 LX3418
 LX3418.The dynamic height is computed by dividing the NAVD 88
 LX3418.geopotential number by the normal gravity value computed on the
 LX3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3418.degrees latitude (g = 980.6199 gals.).
 LX3418
 LX3418.The modeled gravity was interpolated from observed gravity values.
 LX3418
 LX3418;                    North         East     Units Scale Factor Converg.
 LX3418;SPC CT       -   211,314.349   359,628.094   MT  0.99998761   +0 26 04.1
 LX3418;SPC CT       -   693,287.16  1,179,879.84   sFT  0.99998761   +0 26 04.1
 LX3418;UTM  18      - 4,583,010.722   743,009.638   MT  1.00032682   +1 55 14.8
 LX3418
 LX3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3418!SPC CT       -   1.00000341  x   0.99998761  =   0.99999102
 LX3418!UTM  18      -   1.00000341  x   1.00032682  =   1.00033023
 LX3418
 LX3418                          SUPERSEDED SURVEY CONTROL
 LX3418
 LX3418  NAVD 88 (06/22/01)    8.84   (m)           29.0    (f) LEVELING    3  
 LX3418
 LX3418.Superseded values are not recommended for survey control.
 LX3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3418.See file dsdata.txt to determine how the superseded data were derived.
 LX3418
 LX3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4301083011(NAD 83)
 LX3418_MARKER: DJ = TIDAL STATION DISK
 LX3418_SETTING: 66 = SET IN ROCK OUTCROP
 LX3418_SP_SET: BEDROCK
 LX3418_STAMPING: 1490 K 1979
 LX3418_MARK LOGO: NOS   
 LX3418_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3418+STABILITY: POSITION/ELEVATION WELL
 LX3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3418+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX3418
 LX3418  HISTORY     - Date     Condition        Report By
 LX3418  HISTORY     - 1979     MONUMENTED       NOS
 LX3418  HISTORY     - 1986     GOOD             NGS
 LX3418  HISTORY     - 1989     GOOD             USPSQD
 LX3418  HISTORY     - 20000616 GOOD             NGS
 LX3418  HISTORY     - 20010716 GOOD             NGS
 LX3418  HISTORY     - 20050410 GOOD             CTGS
 LX3418
 LX3418                          STATION DESCRIPTION
 LX3418
 LX3418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3418'0.2 KM (0.1 MI) WEST FROM NEW LONDON.
 LX3418'0.2 KM (0.1 MI) WEST ALONG STATE PIER ROAD FROM THE JUNCTION OF
 LX3418'WINTHROP STREET IN NEW LONDON TO THE MARK ON THE RIGHT IN BEDROCK.  IT
 LX3418'IS 9.69 METERS (31.8 FT) NORTH OF THE CENTERLINE OF STATE PIER ROAD,
 LX3418'60.18 METERS (199.5 FT) WEST OF THE NORTHWEST BRIDGE ABUTMENT OF STEEL
 LX3418'SPAN OVER RAILROAD TRACKS, 7.62 METERS (25.0 FT) SOUTH OF THE SOUTH
 LX3418'RAIL OF THE SOUTHERN MOST TRACKS, 3.66 METERS (12.0 FT) NORTH OF
 LX3418'UTILITY POLE NO. 110H 1939 WITH FIRE ALARM BOX AND STREET LAMP AND
 LX3418'2.96 METERS (9.7 FT) SOUTH OF A TELEGRAPH POLE WITH TWO GUY WIRES.
 LX3418'THE MARK IS 0.30 M ABOVE STATE PIER ROAD..
 LX3418
 LX3418                          STATION RECOVERY (1989)
 LX3418
 LX3418'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3418'RECOVERED IN GOOD CONDITION.
 LX3418
 LX3418                          STATION RECOVERY (2000)
 LX3418
 LX3418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LX3418'THE STATION IS LOCATED IN NEW LONDON ABOUT 0.24 KM (0.15 MI) WEST OF
 LX3418'THE ENTRANCE ROAD OF THE STATE PIER (PORT OF NEW LONDON
 LX3418'TERMINAL) ON THE NORTHWEST SIDE OF STATE PIER ROAD AND ON THE
 LX3418'SOUTHEAST SIDE OF THE AMTRAK RAILROAD IN ROCK OUTCROP.
 LX3418'OWNERSHIP--AMTRAK.  CONTACT THE AMTRAK POLICE DEPARTMENT AT
 LX3418'800-331-0008 BEFORE OCCUPATION. TO REACH THE STATION FROM THE
 LX3418'JUNCTION OF I-95 NORTH BOUND LANE (EXIT 83) AND WILLIAMS ROAD, FROM
 LX3418'THE NORTH BOUND LANE OF INTERSTATE HIGHWAY 95 (EXIT 83 STATE
 LX3418'PIER-PORT OF NEW LONDON TERMINAL EXIT) GO SOUTHEAST ON THE EXIT
 LX3418'RAMP FOR 0.64 KM (0.40 MI) TO ITS END AT A TRAFFIC LIGHT, TURN LEFT,
 LX3418'NORTH ON WILLIAMS STREET FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 LX3418'STATE PIER ROAD ON THE RIGHT, TURN RIGHT, SOUTHEASTERLY ON STATE
 LX3418'PIER ROAD FOR 0.72 KM (0.45 MI) TO A RR OVERPASS BRIDGE AND THOMAS
 LX3418'GRIFFIN ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD ON STATE PIER
 LX3418'ROAD FOR 0.05 KM (0.05 MI) TO AN ENTRANCE GATE FOR A LARGE LUMBER
 LX3418'STORAGE AREA ON THE RIGHT AND A DIM TRACK ROAD ON THE LEFT AT THE
 LX3418'WEST END OF A METAL GUARD RAIL, BEAR LEFT, HOPPING THE CURB AND
 LX3418'GO EASTERLY ON THE TRACK ROAD FOR ABOUT 30.48 M (100.00 FT) TO AN
 LX3418'OPENING IN A CHAIN LINK FENCE, AND TO THE STATION ABOUT 12.20 M (40.03
 LX3418'FT) NORTHEAST OF AN OPENING IN A CHAIN LINK FENCE AND ON THE
 LX3418'NORTHWEST SIDE OF THE FENCE IN A 4 X 24-FT ROCK OUTCROP PROJECTING
 LX3418'ABOUT 0.46 M (1.51 FT) ABOVE THE GROUND (NOTE-NGS METAL WITNESS
 LX3418'POST IS ATTACHED TO FENCE).  THE STATION IS AN NOS TIDAL STATION
 LX3418'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE ROCK OUTCROP.
 LX3418'LOCATED 34.14 M (112.01 FT) NORTHWEST OF THE CENTER OF STATE PIER
 LX3418'ROAD, 26.9 M (88.3 FT) WEST OF A POWER POLE WITH A GUY WIRE, 7.47 M
 LX3418'(24.51 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 2.29 M (7.51
 LX3418'FT) EAST OF A METAL POST ANCHORED IN THE OUTCROP (OLD FENCE POST)
 LX3418'AND 1.41 M (4.63 FT) NORTHWEST OF A CHAIN LINK FENCE WITH AN NGS
 LX3418'METAL WITNESS POST ATTACHED TO A FENCE POST.
 LX3418'
 LX3418
 LX3418                          STATION RECOVERY (2001)
 LX3418
 LX3418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (CSM)
 LX3418'RECOVERED AS DESCRIBED.
 LX3418'
 LX3418
 LX3418                          STATION RECOVERY (2005)
 LX3418
 LX3418'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX3418'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1719 ***********************************************************************
 AI1719  DESIGNATION -  846 1490 L TIDAL
 AI1719  PID         -  AI1719
 AI1719  STATE/COUNTY-  CT/NEW LONDON
 AI1719  USGS QUAD   -  NEW LONDON (1984)
 AI1719
 AI1719                         *CURRENT SURVEY CONTROL
 AI1719  ___________________________________________________________________
 AI1719* NAD 83(1986)-  41 21 18.     (N)    072 05 10.     (W)     SCALED    
 AI1719* NAVD 88     -         3.329  (meters)      10.92   (feet)  ADJUSTED  
 AI1719  ___________________________________________________________________
 AI1719  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 AI1719  DYNAMIC HT  -           3.327 (meters)      10.92  (feet)  COMP
 AI1719  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 AI1719
 AI1719  VERT ORDER  -  SECOND    CLASS I
 AI1719
 AI1719.The horizontal coordinates were scaled from a topographic map and have
 AI1719.an estimated accuracy of +/- 6 seconds.
 AI1719
 AI1719.The orthometric height was determined by differential leveling
 AI1719.and adjusted by the National Geodetic Survey in September 2000..
 AI1719.No vertical observational check was made to the station.
 AI1719
 AI1719.The geoid height was determined by GEOID03.
 AI1719
 AI1719.The dynamic height is computed by dividing the NAVD 88
 AI1719.geopotential number by the normal gravity value computed on the
 AI1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1719.degrees latitude (g = 980.6199 gals.).
 AI1719
 AI1719.The modeled gravity was interpolated from observed gravity values.
 AI1719
 AI1719;                    North         East    Units  Estimated Accuracy
 AI1719;SPC CT       -   210,550.      360,360.      MT  (+/- 180 meters Scaled)
 AI1719
 AI1719                          SUPERSEDED SURVEY CONTROL
 AI1719
 AI1719.No superseded survey control is available for this station.
 AI1719
 AI1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL437822(NAD 83)
 AI1719_MARKER: DJ = TIDAL STATION DISK
 AI1719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI1719_SP_SET: BASE OF STEEL SUPPORT
 AI1719_STAMPING: 1490 L 1990
 AI1719_MARK LOGO: NOS   
 AI1719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1719+STABILITY: SURFACE MOTION
 AI1719
 AI1719  HISTORY     - Date     Condition        Report By
 AI1719  HISTORY     - 1990     MONUMENTED       NOS
 AI1719  HISTORY     - 19950512 GOOD             NOS
 AI1719
 AI1719                          STATION DESCRIPTION
 AI1719
 AI1719'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AI1719'THE BENCH MARK IS SET IN THE TOP OF A CONCRETE BASE OF A STEEL SUPPORT
 AI1719'LOCATED AT THE SOUTHERN END OF THE CONNECTICUT STATE PIER, 34.4 M
 AI1719'(112.9 FT) ENE OF A DOUBLE HEADED BALLARD, 15.5 M (50.9 FT) NORTH OF
 AI1719'THE SOUTH END OF THE PIER, 0.9 M (3.0 FT) ABOVE GRADE, AND 0.2 M (0.7
 AI1719'FT) SOUTH OF THE WAREHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1720 ***********************************************************************
 AI1720  DESIGNATION -  846 1490 M TIDAL
 AI1720  PID         -  AI1720
 AI1720  STATE/COUNTY-  CT/NEW LONDON
 AI1720  USGS QUAD   -  NEW LONDON (1984)
 AI1720
 AI1720                         *CURRENT SURVEY CONTROL
 AI1720  ___________________________________________________________________
 AI1720* NAD 83(1986)-  41 21 28.     (N)    072 05 20.     (W)     SCALED    
 AI1720* NAVD 88     -         3.246  (meters)      10.65   (feet)  ADJUSTED  
 AI1720  ___________________________________________________________________
 AI1720  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AI1720  DYNAMIC HT  -           3.245 (meters)      10.65  (feet)  COMP
 AI1720  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 AI1720
 AI1720  VERT ORDER  -  SECOND    CLASS I
 AI1720
 AI1720.The horizontal coordinates were scaled from a topographic map and have
 AI1720.an estimated accuracy of +/- 6 seconds.
 AI1720
 AI1720.The orthometric height was determined by differential leveling
 AI1720.and adjusted by the National Geodetic Survey in September 2000..
 AI1720
 AI1720.The geoid height was determined by GEOID03.
 AI1720
 AI1720.The dynamic height is computed by dividing the NAVD 88
 AI1720.geopotential number by the normal gravity value computed on the
 AI1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1720.degrees latitude (g = 980.6199 gals.).
 AI1720
 AI1720.The modeled gravity was interpolated from observed gravity values.
 AI1720
 AI1720;                    North         East    Units  Estimated Accuracy
 AI1720;SPC CT       -   210,860.      360,120.      MT  (+/- 180 meters Scaled)
 AI1720
 AI1720                          SUPERSEDED SURVEY CONTROL
 AI1720
 AI1720.No superseded survey control is available for this station.
 AI1720
 AI1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL435825(NAD 83)
 AI1720_MARKER: DJ = TIDAL STATION DISK
 AI1720_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI1720_SP_SET: FOUNDATION
 AI1720_STAMPING: 1490 M 1990
 AI1720_MARK LOGO: NOS   
 AI1720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1720+STABILITY: SURFACE MOTION
 AI1720
 AI1720  HISTORY     - Date     Condition        Report By
 AI1720  HISTORY     - 1990     MONUMENTED       NOS
 AI1720  HISTORY     - 19950512 GOOD             NOS
 AI1720
 AI1720                          STATION DESCRIPTION
 AI1720
 AI1720'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AI1720'THE BENCH MARK IS SET IN THE CONCRETE FOUNDATION AT THE NW CORNER OF
 AI1720'THE FERRY REPAIR BUILDING, 30.5 M (100.1 FT) NNW OF THE SW CORNER OF
 AI1720'THE FERRY REPAIR BUILDING, 17.7 M (58.1 FT) NE OF A RAIL ROAD SIGNAL,
 AI1720'2.9 M (9.5 FT) SE OF POWER POLE 625, AND 0.1 M (0.3 FT) ABOVE THE
 AI1720'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1721 ***********************************************************************
 AI1721  DESIGNATION -  846 1490 N TIDAL
 AI1721  PID         -  AI1721
 AI1721  STATE/COUNTY-  CT/NEW LONDON
 AI1721  USGS QUAD   -  NEW LONDON (1984)
 AI1721
 AI1721                         *CURRENT SURVEY CONTROL
 AI1721  ___________________________________________________________________
 AI1721* NAD 83(1986)-  41 21 34.     (N)    072 05 26.     (W)     SCALED    
 AI1721* NAVD 88     -         2.352  (meters)       7.72   (feet)  ADJUSTED  
 AI1721  ___________________________________________________________________
 AI1721  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AI1721  DYNAMIC HT  -           2.351 (meters)       7.71  (feet)  COMP
 AI1721  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 AI1721
 AI1721  VERT ORDER  -  SECOND    CLASS I
 AI1721
 AI1721.The horizontal coordinates were scaled from a topographic map and have
 AI1721.an estimated accuracy of +/- 6 seconds.
 AI1721
 AI1721.The orthometric height was determined by differential leveling
 AI1721.and adjusted by the National Geodetic Survey in September 2000..
 AI1721.No vertical observational check was made to the station.
 AI1721
 AI1721.The geoid height was determined by GEOID03.
 AI1721
 AI1721.The dynamic height is computed by dividing the NAVD 88
 AI1721.geopotential number by the normal gravity value computed on the
 AI1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1721.degrees latitude (g = 980.6199 gals.).
 AI1721
 AI1721.The modeled gravity was interpolated from observed gravity values.
 AI1721
 AI1721;                    North         East    Units  Estimated Accuracy
 AI1721;SPC CT       -   211,040.      359,980.      MT  (+/- 180 meters Scaled)
 AI1721
 AI1721                          SUPERSEDED SURVEY CONTROL
 AI1721
 AI1721.No superseded survey control is available for this station.
 AI1721
 AI1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL433827(NAD 83)
 AI1721_MARKER: DJ = TIDAL STATION DISK
 AI1721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI1721_SP_SET: APRON
 AI1721_STAMPING: 1490 N 1995
 AI1721_MARK LOGO: NOS   
 AI1721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1721
 AI1721  HISTORY     - Date     Condition        Report By
 AI1721  HISTORY     - 1995     MONUMENTED       NOS
 AI1721
 AI1721                          STATION DESCRIPTION
 AI1721
 AI1721'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AI1721'THE BENCH MARK IS SET IN THE CONCRETE APRON LOCATED IN THE PARKING
 AI1721'AREA ON THE STATE OF CONNCECTICUT BUREAU OF AVIATION AND PORTS
 AI1721'PROPERTY, 20.7 M (67.9 FT) SW OF THE NE CORNER OF THE BULKHEAD, 18.6 M
 AI1721'(61.0 FT) EAST OF LIGHT POLE 13, AND 1.6 M (5.2 FT) SOUTH OF THE NORTH
 AI1721'FACE OF THE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1722 ***********************************************************************
 AI1722  DESIGNATION -  846 1490 P TIDAL
 AI1722  PID         -  AI1722
 AI1722  STATE/COUNTY-  CT/NEW LONDON
 AI1722  USGS QUAD   -  NEW LONDON (1984)
 AI1722
 AI1722                         *CURRENT SURVEY CONTROL
 AI1722  ___________________________________________________________________
 AI1722* NAD 83(1986)-  41 21 34.     (N)    072 05 26.     (W)     SCALED    
 AI1722* NAVD 88     -         3.363  (meters)      11.03   (feet)  ADJUSTED  
 AI1722  ___________________________________________________________________
 AI1722  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 AI1722  DYNAMIC HT  -           3.361 (meters)      11.03  (feet)  COMP
 AI1722  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 AI1722
 AI1722  VERT ORDER  -  SECOND    CLASS I
 AI1722
 AI1722.The horizontal coordinates were scaled from a topographic map and have
 AI1722.an estimated accuracy of +/- 6 seconds.
 AI1722
 AI1722.The orthometric height was determined by differential leveling
 AI1722.and adjusted by the National Geodetic Survey in September 2000..
 AI1722.No vertical observational check was made to the station.
 AI1722
 AI1722.The geoid height was determined by GEOID03.
 AI1722
 AI1722.The dynamic height is computed by dividing the NAVD 88
 AI1722.geopotential number by the normal gravity value computed on the
 AI1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1722.degrees latitude (g = 980.6199 gals.).
 AI1722
 AI1722.The modeled gravity was interpolated from observed gravity values.
 AI1722
 AI1722;                    North         East    Units  Estimated Accuracy
 AI1722;SPC CT       -   211,040.      359,980.      MT  (+/- 180 meters Scaled)
 AI1722
 AI1722                          SUPERSEDED SURVEY CONTROL
 AI1722
 AI1722.No superseded survey control is available for this station.
 AI1722
 AI1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL433827(NAD 83)
 AI1722_MARKER: DJ = TIDAL STATION DISK
 AI1722_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI1722_SP_SET: FOUNDATION
 AI1722_STAMPING: 1490 P 1995
 AI1722_MARK LOGO: NOS   
 AI1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1722+STABILITY: SURFACE MOTION
 AI1722
 AI1722  HISTORY     - Date     Condition        Report By
 AI1722  HISTORY     - 1995     MONUMENTED       NOS
 AI1722
 AI1722                          STATION DESCRIPTION
 AI1722
 AI1722'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AI1722'THE BENCH MARK IS SET IN THE CONCRETE FOUNDATION OF A GARAGE DOOR
 AI1722'FRAME LOCATED IN THE PARKING AREA ON THE STATE OF CONNECTICUT BUREAU
 AI1722'OF AVIATION AND PORTS PROPERTY, 43.9 M (144.0 FT) SSW OF LIGHT POLE
 AI1722'14, 5.2 M (17.1 FT) EAST OF THE WEST CORNER OF THE AVIATION AND PORTS
 AI1722'BUILDING, AND 0.3 M (1.0 FT) WEST OF THE EAST SIDE OF THE GARAGE DOOR
 AI1722'FRAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0160 ***********************************************************************
 LX0160  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0160  DESIGNATION -  846 1490 TIDAL 12
 LX0160  PID         -  LX0160
 LX0160  STATE/COUNTY-  CT/NEW LONDON
 LX0160  USGS QUAD   -  NEW LONDON (1984)
 LX0160
 LX0160                         *CURRENT SURVEY CONTROL
 LX0160  ___________________________________________________________________
 LX0160* NAD 83(1986)-  41 21 31.     (N)    072 05 25.     (W)     SCALED    
 LX0160* NAVD 88     -         2.637  (meters)       8.65   (feet)  ADJUSTED  
 LX0160  ___________________________________________________________________
 LX0160  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0160  DYNAMIC HT  -           2.636 (meters)       8.65  (feet)  COMP
 LX0160  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 LX0160
 LX0160  VERT ORDER  -  SECOND    CLASS I
 LX0160
 LX0160.The horizontal coordinates were scaled from a topographic map and have
 LX0160.an estimated accuracy of +/- 6 seconds.
 LX0160
 LX0160.The orthometric height was determined by differential leveling
 LX0160.and adjusted by the National Geodetic Survey in September 2000..
 LX0160.No vertical observational check was made to the station.
 LX0160
 LX0160.This Tidal Bench Mark is designated as VM 237
 LX0160.by the Center for Operational Oceanographic Products and Services.
 LX0160
 LX0160.The geoid height was determined by GEOID03.
 LX0160
 LX0160.The dynamic height is computed by dividing the NAVD 88
 LX0160.geopotential number by the normal gravity value computed on the
 LX0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0160.degrees latitude (g = 980.6199 gals.).
 LX0160
 LX0160.The modeled gravity was interpolated from observed gravity values.
 LX0160
 LX0160;                    North         East    Units  Estimated Accuracy
 LX0160;SPC CT       -   210,950.      360,000.      MT  (+/- 180 meters Scaled)
 LX0160
 LX0160                          SUPERSEDED SURVEY CONTROL
 LX0160
 LX0160  NAVD 88 (06/15/91)    2.634  (m)            8.64   (f) UNKNOWN     1 1
 LX0160  NGVD 29 (??/??/92)    2.92   (m)            9.6    (f) COMPUTED    1 1
 LX0160
 LX0160.Superseded values are not recommended for survey control.
 LX0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0160.See file dsdata.txt to determine how the superseded data were derived.
 LX0160
 LX0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL433826(NAD 83)
 LX0160_MARKER: DJ = TIDAL STATION DISK
 LX0160_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0160+WITH SETTING: PAVEMENT
 LX0160_SP_SET: BASE OF STEEL COLUMN
 LX0160_STAMPING: 12 1938
 LX0160_MARK LOGO: CGS   
 LX0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0160+STABILITY: SURFACE MOTION
 LX0160
 LX0160  HISTORY     - Date     Condition        Report By
 LX0160  HISTORY     - 1938     MONUMENTED       CGS
 LX0160  HISTORY     - 1965     GOOD             NGS
 LX0160  HISTORY     - 1986     GOOD             NGS
 LX0160  HISTORY     - 1989     GOOD             USPSQD
 LX0160  HISTORY     - 19950512 GOOD             NOS
 LX0160
 LX0160                          STATION DESCRIPTION
 LX0160
 LX0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0160'AT NEW LONDON.
 LX0160'AT NEW LONDON, AT THE CONNECTICUT STATE PIER, 394 YARDS SOUTH
 LX0160'ALONG A RAMP FROM THE INTERSECTION OF WINTHROP STREET, INSIDE
 LX0160'THE NAVY YARD, 198 FEET SOUTH OF THE NAVY YARD GATE, SET ON
 LX0160'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE FOR EAST
 LX0160'STEEL COLUMN WHICH SUPPORTS SPAN OVER RAILROAD TRACK AT THE NORTH
 LX0160'END OF WAREHOUSE, 261.5 FEET SOUTH-SOUTHEAST OF TIDAL 13
 LX0160'DESCRIBED IN ONLY WATER TANK IN VICINITY, 5 FEET EAST OF EAST
 LX0160'RAIL OF TRACK TO WAREHOUSE AND 1 FOOT ABOVE THE LEVEL OF THE
 LX0160'PAVEMENT.  NOTE-- NEW LONDON (STATE PIER) THAMES RIVER.
 LX0160
 LX0160                          STATION RECOVERY (1986)
 LX0160
 LX0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0160'RECOVERED IN GOOD CONDITION.
 LX0160
 LX0160                          STATION RECOVERY (1989)
 LX0160
 LX0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0160'RECOVERED IN GOOD CONDITION.
 LX0160
 LX0160                          STATION RECOVERY (1995)
 LX0160
 LX0160'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 LX0160'THE BENCH MARK IS SET IN THE NE CORNER OF THE CONCRETE BASE OF THE
 LX0160'EASTERN STEEL COLUMN SUPPORTING A SPAN OVER THE RAILROAD TRACKS AT THE
 LX0160'NORTH END OF A WAREHOUSE, 79.7 M (261.5 FT) SSE OF BENCH MARK 13 1938,
 LX0160'6.9 M (22.6 FT) WSW OF POWER POLE 11067 WITH THREE TRANSFORMERS, 1.4 M
 LX0160'(4.6 FT) EAST OF THE EASTERNMOST RAIL AT THE ENTRANCE TO STATE PIER,
 LX0160'0.3 M (1.0 FT) ABOVE GROUND, AND 0.2 M (0.7 FT) NORTH OF THE STEEL
 LX0160'COLUMN SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0159 ***********************************************************************
 LX0159  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0159  DESIGNATION -  846 1490 TIDAL 13
 LX0159  PID         -  LX0159
 LX0159  STATE/COUNTY-  CT/NEW LONDON
 LX0159  USGS QUAD   -  NEW LONDON (1984)
 LX0159
 LX0159                         *CURRENT SURVEY CONTROL
 LX0159  ___________________________________________________________________
 LX0159* NAD 83(1986)-  41 21 34.     (N)    072 05 26.     (W)     SCALED    
 LX0159* NAVD 88     -         2.543  (meters)       8.34   (feet)  ADJUSTED  
 LX0159  ___________________________________________________________________
 LX0159  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0159  DYNAMIC HT  -           2.542 (meters)       8.34  (feet)  COMP
 LX0159  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 LX0159
 LX0159  VERT ORDER  -  SECOND    CLASS I
 LX0159
 LX0159.The horizontal coordinates were scaled from a topographic map and have
 LX0159.an estimated accuracy of +/- 6 seconds.
 LX0159
 LX0159.The orthometric height was determined by differential leveling
 LX0159.and adjusted by the National Geodetic Survey in September 2000..
 LX0159.WARNING-Repeat measurements at this control monument indicate possible
 LX0159.vertical movement.
 LX0159
 LX0159.This Tidal Bench Mark is designated as VM 236
 LX0159.by the Center for Operational Oceanographic Products and Services.
 LX0159
 LX0159.The geoid height was determined by GEOID03.
 LX0159
 LX0159.The dynamic height is computed by dividing the NAVD 88
 LX0159.geopotential number by the normal gravity value computed on the
 LX0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0159.degrees latitude (g = 980.6199 gals.).
 LX0159
 LX0159.The modeled gravity was interpolated from observed gravity values.
 LX0159
 LX0159;                    North         East    Units  Estimated Accuracy
 LX0159;SPC CT       -   211,040.      359,980.      MT  (+/- 180 meters Scaled)
 LX0159
 LX0159                          SUPERSEDED SURVEY CONTROL
 LX0159
 LX0159  NAVD 88 (06/15/91)    2.542  (m)            8.34   (f) UNKNOWN     1 1
 LX0159  NGVD 29 (??/??/92)    2.83   (m)            9.3    (f) COMPUTED    1 1
 LX0159
 LX0159.Superseded values are not recommended for survey control.
 LX0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0159.See file dsdata.txt to determine how the superseded data were derived.
 LX0159
 LX0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL433827(NAD 83)
 LX0159_MARKER: DJ = TIDAL STATION DISK
 LX0159_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0159+WITH SETTING: PAVEMENT
 LX0159_SP_SET: BASE OF WATER TANK LEG
 LX0159_STAMPING: 13 1938
 LX0159_MARK LOGO: CGS   
 LX0159_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0159+STABILITY: SURFACE MOTION
 LX0159
 LX0159  HISTORY     - Date     Condition        Report By
 LX0159  HISTORY     - 1938     MONUMENTED       CGS
 LX0159  HISTORY     - 1968     GOOD             NGS
 LX0159  HISTORY     - 1986     GOOD             NGS
 LX0159  HISTORY     - 1989     GOOD             USPSQD
 LX0159  HISTORY     - 19901216 GOOD             USPSQD
 LX0159  HISTORY     - 19950512 GOOD             NOS
 LX0159
 LX0159                          STATION DESCRIPTION
 LX0159
 LX0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LX0159'AT NEW LONDON.
 LX0159'AT NEW LONDON, AT THE CONNECTICUT STATE PIER, 307 YARDS SOUTH
 LX0159'ALONG RAMP TO PIER FROM WINTHROP STREET, SET ON THE TOP OF THE
 LX0159'SOUTHEAST CORNER OF THE NORTHEAST CONCRETE BASE SUPPORTING
 LX0159'THE NORTHEAST STEEL LEG OF THE ONLY WATER TANK IN VICINITY,
 LX0159'85 FEET WEST OF THE CENTER LINE OF A ROAD LEADING FROM RAMP,
 LX0159'44 1/2 FEET WEST OF THE CENTER LINE OF A ROAD LEADING TO
 LX0159'WAREHOUSE AND 1 FOOT ABOVE THE LEVEL OF THE PAVEMENT.
 LX0159'NOTE-- NEW LONDON (STATE PIER) THAMES RIVER.
 LX0159
 LX0159                          STATION RECOVERY (1986)
 LX0159
 LX0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0159'RECOVERED IN GOOD CONDITION.
 LX0159
 LX0159                          STATION RECOVERY (1989)
 LX0159
 LX0159'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0159'RECOVERED IN GOOD CONDITION.
 LX0159
 LX0159                          STATION RECOVERY (1990)
 LX0159
 LX0159'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0159'RECOVERED IN GOOD CONDITION.
 LX0159
 LX0159                          STATION RECOVERY (1995)
 LX0159
 LX0159'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 LX0159'THE BENCH MARK IS SET IN THE CONCRETE BASE OF THE NE LEG OF THE ONLY
 LX0159'WATER TOWER AT THE CONNECTICUT STATE PIER, 28.6 M (93.8 FT) SE OF THE
 LX0159'SE CORNER OF A TWO STORY WHITE WAREHOUSE (NO 2), 12.2 M (40.0 FT) EAST
 LX0159'OF THE NW LEG OF THE WATER TOWER, 3.9 M (12.8 FT) WEST OF THE WEST
 LX0159'RAIL OF THE RAILROAD TRACKS LEADING TO THE STATE PIER, 0.2 M (0.7 FT)
 LX0159'EAST OF THE STEEL BASE PLATE OF THE NE TOWER LEG, AND 0.4 M (1.3 FT)
 LX0159'ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0158 ***********************************************************************
 LX0158  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0158  DESIGNATION -  846 1490 TIDAL 14
 LX0158  PID         -  LX0158
 LX0158  STATE/COUNTY-  CT/NEW LONDON
 LX0158  USGS QUAD   -  NEW LONDON (1984)
 LX0158
 LX0158                         *CURRENT SURVEY CONTROL
 LX0158  ___________________________________________________________________
 LX0158* NAD 83(1986)-  41 21 34.     (N)    072 05 26.     (W)     SCALED    
 LX0158* NAVD 88     -         2.594  (meters)       8.51   (feet)  ADJUSTED  
 LX0158  ___________________________________________________________________
 LX0158  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0158  DYNAMIC HT  -           2.593 (meters)       8.51  (feet)  COMP
 LX0158  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 LX0158
 LX0158  VERT ORDER  -  FIRST     CLASS I
 LX0158
 LX0158.The horizontal coordinates were scaled from a topographic map and have
 LX0158.an estimated accuracy of +/- 6 seconds.
 LX0158
 LX0158.The orthometric height was determined by differential leveling
 LX0158.and adjusted by the National Geodetic Survey in June 1991..
 LX0158
 LX0158.This Tidal Bench Mark is designated as VM 238
 LX0158.by the Center for Operational Oceanographic Products and Services.
 LX0158
 LX0158.The geoid height was determined by GEOID03.
 LX0158
 LX0158.The dynamic height is computed by dividing the NAVD 88
 LX0158.geopotential number by the normal gravity value computed on the
 LX0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0158.degrees latitude (g = 980.6199 gals.).
 LX0158
 LX0158.The modeled gravity was interpolated from observed gravity values.
 LX0158
 LX0158;                    North         East    Units  Estimated Accuracy
 LX0158;SPC CT       -   211,040.      359,980.      MT  (+/- 180 meters Scaled)
 LX0158
 LX0158                          SUPERSEDED SURVEY CONTROL
 LX0158
 LX0158  NGVD 29 (??/??/92)    2.89   (m)            9.5    (f) COMPUTED    1 1
 LX0158
 LX0158.Superseded values are not recommended for survey control.
 LX0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0158.See file dsdata.txt to determine how the superseded data were derived.
 LX0158
 LX0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL433827(NAD 83)
 LX0158_MARKER: DJ = TIDAL STATION DISK
 LX0158_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0158+WITH SETTING: PAVEMENT
 LX0158_SP_SET: FOUNDATION OF SCALES
 LX0158_STAMPING: 14 1938
 LX0158_MARK LOGO: CGS   
 LX0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0158+STABILITY: SURFACE MOTION
 LX0158
 LX0158  HISTORY     - Date     Condition        Report By
 LX0158  HISTORY     - 1938     MONUMENTED       CGS
 LX0158  HISTORY     - 1965     GOOD             NGS
 LX0158  HISTORY     - 1986     GOOD             NGS
 LX0158  HISTORY     - 1989     GOOD             USPSQD
 LX0158  HISTORY     - 19901216 GOOD             USPSQD
 LX0158  HISTORY     - 19950512 GOOD             NOS
 LX0158
 LX0158                          STATION DESCRIPTION
 LX0158
 LX0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0158'AT NEW LONDON.
 LX0158'AT NEW LONDON, AT THE CONNECTICUT STATE PIER, 307 YARDS SOUTH
 LX0158'ALONG RAMP LEADING TO STATE PIER FROM THE INTERSECTION OF WINTHROP
 LX0158'STREET, SET ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 LX0158'FOUNDATION AROUND THE SCALES OF THE CONNECTICUT TERMINAL
 LX0158'CORPORATION, 26.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 LX0158'OFFICE BUILDING, 21 FEET EAST OF THE EXTENDED CENTER LINE OF
 LX0158'ROAD LEADING FROM RAMP AND ABOUT LEVEL WITH THE PAVEMENT.
 LX0158'NOTE-- NEW LONDON (STATE PIER) THAMES RIVER.
 LX0158
 LX0158                          STATION RECOVERY (1986)
 LX0158
 LX0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0158'RECOVERED IN GOOD CONDITION.
 LX0158
 LX0158                          STATION RECOVERY (1989)
 LX0158
 LX0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0158'RECOVERED IN GOOD CONDITION.
 LX0158
 LX0158                          STATION RECOVERY (1990)
 LX0158
 LX0158'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0158'RECOVERED IN GOOD CONDITION.
 LX0158
 LX0158                          STATION RECOVERY (1995)
 LX0158
 LX0158'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 LX0158'THE BENCH MARK IS SET IN THE NW CORNER OF THE CONCRETE FOUNDATION
 LX0158'AROUND THE SCALES OF THE STATE PIER OFFICE BUILDING AT THE INSHORE END
 LX0158'OF THE CONNECTICUT STATE PIER, 22.8 M (74.8 FT) ENE OF THE MOST
 LX0158'EASTERLY RAILROAD TRACK LEADING TO THE STATE PIER, 18.0 M (59.1 FT)
 LX0158'NNE OF POWER POLE 8887, AND 8.1 M (26.6 FT) NW OF THE NW CORNER OF THE
 LX0158'OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0157 ***********************************************************************
 LX0157  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0157  DESIGNATION -  846 1490 TIDAL 15
 LX0157  PID         -  LX0157
 LX0157  STATE/COUNTY-  CT/NEW LONDON
 LX0157  USGS QUAD   -  NEW LONDON (1984)
 LX0157
 LX0157                         *CURRENT SURVEY CONTROL
 LX0157  ___________________________________________________________________
 LX0157* NAD 83(1986)-  41 21 34.     (N)    072 05 26.     (W)     SCALED    
 LX0157* NAVD 88     -         3.246  (meters)      10.65   (feet)  ADJUSTED  
 LX0157  ___________________________________________________________________
 LX0157  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0157  DYNAMIC HT  -           3.245 (meters)      10.65  (feet)  COMP
 LX0157  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 LX0157
 LX0157  VERT ORDER  -  FIRST     CLASS I
 LX0157
 LX0157.The horizontal coordinates were scaled from a topographic map and have
 LX0157.an estimated accuracy of +/- 6 seconds.
 LX0157
 LX0157.The orthometric height was determined by differential leveling
 LX0157.and adjusted by the National Geodetic Survey in June 1991..
 LX0157
 LX0157.This Tidal Bench Mark is designated as VM 239
 LX0157.by the Center for Operational Oceanographic Products and Services.
 LX0157
 LX0157.The geoid height was determined by GEOID03.
 LX0157
 LX0157.The dynamic height is computed by dividing the NAVD 88
 LX0157.geopotential number by the normal gravity value computed on the
 LX0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0157.degrees latitude (g = 980.6199 gals.).
 LX0157
 LX0157.The modeled gravity was interpolated from observed gravity values.
 LX0157
 LX0157;                    North         East    Units  Estimated Accuracy
 LX0157;SPC CT       -   211,040.      359,980.      MT  (+/- 180 meters Scaled)
 LX0157
 LX0157                          SUPERSEDED SURVEY CONTROL
 LX0157
 LX0157  NGVD 29 (??/??/92)    3.54   (m)           11.6    (f) COMPUTED    1 1
 LX0157
 LX0157.Superseded values are not recommended for survey control.
 LX0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0157.See file dsdata.txt to determine how the superseded data were derived.
 LX0157
 LX0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL433827(NAD 83)
 LX0157_MARKER: DJ = TIDAL STATION DISK
 LX0157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0157_SP_SET: RETAINING WALL
 LX0157_STAMPING: NO 15 1947
 LX0157_MARK LOGO: CGS   
 LX0157_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0157+STABILITY: SURFACE MOTION
 LX0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0157+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005
 LX0157
 LX0157  HISTORY     - Date     Condition        Report By
 LX0157  HISTORY     - 1947     MONUMENTED       CGS
 LX0157  HISTORY     - 1965     GOOD             NGS
 LX0157  HISTORY     - 1986     GOOD             NGS
 LX0157  HISTORY     - 1989     GOOD             USPSQD
 LX0157  HISTORY     - 19901219 GOOD             USPSQD
 LX0157  HISTORY     - 19950512 GOOD             NOS
 LX0157  HISTORY     - 20050115 GOOD             USPSQD
 LX0157
 LX0157                          STATION DESCRIPTION
 LX0157
 LX0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0157'AT NEW LONDON.
 LX0157'AT NEW LONDON, ABOUT 0.5 MILE NORTHWEST ALONG MAIN STREET FROM
 LX0157'THE INTERSECTION OF STATE STREET, THENCE 0.05 MILE NORTHEAST
 LX0157'ALONG CRYSTAL AVENUE, THENCE 0.3 MILE EAST ALONG WINTHROP
 LX0157'STREET, AT THE CONNECTICUT STATE PIER, 247 YARDS SOUTH ALONG
 LX0157'RAMP LEADING TO THE PIER FROM WINTHROP STREET, SET ON THE
 LX0157'TOP OF A CONCRETE RETAINING WALL ALONG THE WEST SIDE OF RAMP,
 LX0157'22.5 FEET NORTH OF THE SOUTH END OF RETAINING WALL, 14 FEET WEST
 LX0157'OF THE CENTER LINE OF RAMP, 156 FEET NORTHWEST OF TIDAL 14, 180
 LX0157'FEET NORTHEAST OF TIDAL 13 IN WATER TANK AND ABOUT 1/2 FOOT
 LX0157'ABOVE THE LEVEL OF THE RAMP.  NOTE-- NEW LONDON (STATE PIER)
 LX0157'THAMES RIVER.
 LX0157
 LX0157                          STATION RECOVERY (1986)
 LX0157
 LX0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0157'RECOVERED IN GOOD CONDITION.
 LX0157
 LX0157                          STATION RECOVERY (1989)
 LX0157
 LX0157'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0157'RECOVERED IN GOOD CONDITION.
 LX0157
 LX0157                          STATION RECOVERY (1990)
 LX0157
 LX0157'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0157'RECOVERED IN GOOD CONDITION.
 LX0157
 LX0157                          STATION RECOVERY (1995)
 LX0157
 LX0157'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 LX0157'THE BENCH MARK IS SET IN A CONCRETE RETAINING WALL LOCATED ALONG THE
 LX0157'WEST SIDE OF THE CONCRETE ROAD LEADING FROM WINTHROP STREET TO THE
 LX0157'STATE PIER, 47.7 M (156.5 FT) NW OF BM 14 1938, 18.2 M (59.7 FT) NORTH
 LX0157'OF THE SOUTH END OF A CHAIN LINK FENCE, 1.1 M (3.6 FT) ABOVE GRADE,
 LX0157'AND 0.2 M (0.7 FT) EAST OF THE WEST FACE OF THE RAMP.
 LX0157
 LX0157                          STATION RECOVERY (2005)
 LX0157
 LX0157'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3420 ***********************************************************************
 LX3420  TIDAL BM    -  This is a Tidal Bench Mark.
 LX3420  DESIGNATION -  846 1490 TIDAL 17
 LX3420  PID         -  LX3420
 LX3420  STATE/COUNTY-  CT/NEW LONDON
 LX3420  USGS QUAD   -  NEW LONDON (1984)
 LX3420
 LX3420                         *CURRENT SURVEY CONTROL
 LX3420  ___________________________________________________________________
 LX3420* NAD 83(1986)-  41 21 42.     (N)    072 05 29.     (W)     SCALED    
 LX3420* NAVD 88     -         9.372  (meters)      30.75   (feet)  ADJUSTED  
 LX3420  ___________________________________________________________________
 LX3420  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX3420  DYNAMIC HT  -           9.369 (meters)      30.74  (feet)  COMP
 LX3420  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX3420
 LX3420  VERT ORDER  -  FIRST     CLASS II
 LX3420
 LX3420.The horizontal coordinates were scaled from a topographic map and have
 LX3420.an estimated accuracy of +/- 6 seconds.
 LX3420
 LX3420.The orthometric height was determined by differential leveling
 LX3420.and adjusted by the National Geodetic Survey in June 1991..
 LX3420
 LX3420.This Tidal Bench Mark is designated as VM 240
 LX3420.by the Center for Operational Oceanographic Products and Services.
 LX3420
 LX3420.The geoid height was determined by GEOID03.
 LX3420
 LX3420.The dynamic height is computed by dividing the NAVD 88
 LX3420.geopotential number by the normal gravity value computed on the
 LX3420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3420.degrees latitude (g = 980.6199 gals.).
 LX3420
 LX3420.The modeled gravity was interpolated from observed gravity values.
 LX3420
 LX3420;                    North         East    Units  Estimated Accuracy
 LX3420;SPC CT       -   211,290.      359,910.      MT  (+/- 180 meters Scaled)
 LX3420
 LX3420                          SUPERSEDED SURVEY CONTROL
 LX3420
 LX3420.No superseded survey control is available for this station.
 LX3420
 LX3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL432829(NAD 83)
 LX3420_MARKER: DB = BENCH MARK DISK
 LX3420_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3420_SP_SET: BRIDGE ABUTMENT
 LX3420_STAMPING: NO. 17 1965
 LX3420_MARK LOGO: CGS   
 LX3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3420+STABILITY: SURFACE MOTION
 LX3420
 LX3420  HISTORY     - Date     Condition        Report By
 LX3420  HISTORY     - 1965     MONUMENTED       CGS
 LX3420  HISTORY     - 1986     GOOD             NGS
 LX3420  HISTORY     - 1988     GOOD             USPSQD
 LX3420
 LX3420                          STATION DESCRIPTION
 LX3420
 LX3420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3420'IN NEW LONDON.
 LX3420'AT JUNCTION OF WINTHROP STREET AND STATE PIER ROAD IN NEW LONDON IN
 LX3420'TOP OF THE SOUTHEAST ABUTMENT OF STATE PIER ROAD BRIDGE.  IT IS 4.27
 LX3420'METERS (14.0 FT) EAST OF THE CENTERLINE OF STATE PIER ROAD AND 0.36
 LX3420'METER (1.2 FT) SOUTHEAST OF A 6-INCH STEEL VERTICAL I-BEAM.
 LX3420'THE MARK IS ABOVE LEVEL WITH STATE PIER ROAD.
 LX3420
 LX3420                          STATION RECOVERY (1988)
 LX3420
 LX3420'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX3420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0489 ***********************************************************************
 LX0489  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0489  DESIGNATION -  846 4464 TIDAL 5 RESET
 LX0489  PID         -  LX0489
 LX0489  STATE/COUNTY-  CT/HARTFORD
 LX0489  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0489
 LX0489                         *CURRENT SURVEY CONTROL
 LX0489  ___________________________________________________________________
 LX0489* NAD 83(1986)-  41 46 12.     (N)    072 40 46.     (W)     SCALED    
 LX0489* NAVD 88     -        18.776  (meters)      61.60   (feet)  ADJUSTED  
 LX0489  ___________________________________________________________________
 LX0489  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX0489  DYNAMIC HT  -          18.770 (meters)      61.58  (feet)  COMP
 LX0489  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 LX0489
 LX0489  VERT ORDER  -  FIRST     CLASS II
 LX0489
 LX0489.The horizontal coordinates were scaled from a topographic map and have
 LX0489.an estimated accuracy of +/- 6 seconds.
 LX0489
 LX0489.The orthometric height was determined by differential leveling
 LX0489.and adjusted by the National Geodetic Survey in June 1991..
 LX0489
 LX0489.This Tidal Bench Mark is designated as VM 15496
 LX0489.by the Center for Operational Oceanographic Products and Services.
 LX0489
 LX0489.The geoid height was determined by GEOID03.
 LX0489
 LX0489.The dynamic height is computed by dividing the NAVD 88
 LX0489.geopotential number by the normal gravity value computed on the
 LX0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0489.degrees latitude (g = 980.6199 gals.).
 LX0489
 LX0489.The modeled gravity was interpolated from observed gravity values.
 LX0489
 LX0489;                    North         East    Units  Estimated Accuracy
 LX0489;SPC CT       -   256,430.      310,670.      MT  (+/- 180 meters Scaled)
 LX0489
 LX0489                          SUPERSEDED SURVEY CONTROL
 LX0489
 LX0489.No superseded survey control is available for this station.
 LX0489
 LX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM928268(NAD 83)
 LX0489_MARKER: DJ = TIDAL STATION DISK
 LX0489_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0489+WITH SETTING: PAVEMENT
 LX0489_SP_SET: GRANITE SLAB
 LX0489_STAMPING: TIDAL 5 RESET 1933
 LX0489_MARK LOGO: CT0280
 LX0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0489+STABILITY: SURFACE MOTION
 LX0489
 LX0489  HISTORY     - Date     Condition        Report By
 LX0489  HISTORY     - 1933     MONUMENTED       CT0280
 LX0489  HISTORY     - 1967     GOOD             NGS
 LX0489  HISTORY     - 1984     GOOD             NGS
 LX0489  HISTORY     - 1985     GOOD             NGS
 LX0489  HISTORY     - 1986     GOOD             NGS
 LX0489
 LX0489                          STATION DESCRIPTION
 LX0489
 LX0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0489'AT HARTFORD.
 LX0489'AT HARTFORD, HARTFORD COUNTY, AT THE SOUTHWEST CORNER OF THE
 LX0489'INTERSECTION OF HIGH STREET AND FOOT GUARD PLACE, AT THE NEW POST
 LX0489'OFFICE, AT THE NORTHEAST CORNER OF THE BUILDING, 17 FEET NORTH OF
 LX0489'THE NORTH ENTRANCE ON HIGH STREET, IN THE TOP OF A LARGE GRANITE
 LX0489'SLAB, AND ABOUT 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 LX0489'STAMPED TIDAL 5 RESET 1933.
 LX0489
 LX0489                          STATION RECOVERY (1984)
 LX0489
 LX0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0489'RECOVERED IN GOOD CONDITION, THE 1951 RECOVERY NOTE IS ADEQUATE EXCEPT
 LX0489'THE POST OFFICE IS NOW THE WILLIAM R. COTTER FEDERAL BUILDING.
 LX0489
 LX0489                          STATION RECOVERY (1985)
 LX0489
 LX0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0489'RECOVERED IN GOOD CONDITION.
 LX0489
 LX0489                          STATION RECOVERY (1986)
 LX0489
 LX0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1725 ***********************************************************************
 AI1725  TIDAL BM    -  This is a Tidal Bench Mark.
 AI1725  DESIGNATION -  846 7150 A TIDAL
 AI1725  PID         -  AI1725
 AI1725  STATE/COUNTY-  CT/FAIRFIELD
 AI1725  USGS QUAD   -  BRIDGEPORT (1984)
 AI1725
 AI1725                         *CURRENT SURVEY CONTROL
 AI1725  ___________________________________________________________________
 AI1725* NAD 83(1986)-  41 10 24.     (N)    073 10 52.     (W)     SCALED    
 AI1725* NAVD 88     -         1.768  (meters)       5.80   (feet)  ADJUSTED  
 AI1725  ___________________________________________________________________
 AI1725  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AI1725  DYNAMIC HT  -           1.767 (meters)       5.80  (feet)  COMP
 AI1725  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 AI1725
 AI1725  VERT ORDER  -  THIRD
 AI1725
 AI1725.The horizontal coordinates were scaled from a topographic map and have
 AI1725.an estimated accuracy of +/- 6 seconds.
 AI1725
 AI1725.The orthometric height was determined by differential leveling
 AI1725.and adjusted by the National Geodetic Survey in September 2000..
 AI1725
 AI1725.This Tidal Bench Mark is designated as VM 258
 AI1725.by the Center for Operational Oceanographic Products and Services.
 AI1725
 AI1725.The geoid height was determined by GEOID03.
 AI1725
 AI1725.The dynamic height is computed by dividing the NAVD 88
 AI1725.geopotential number by the normal gravity value computed on the
 AI1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1725.degrees latitude (g = 980.6199 gals.).
 AI1725
 AI1725.The modeled gravity was interpolated from observed gravity values.
 AI1725
 AI1725;                    North         East    Units  Estimated Accuracy
 AI1725;SPC CT       -   190,250.      268,620.      MT  (+/- 180 meters Scaled)
 AI1725
 AI1725                          SUPERSEDED SURVEY CONTROL
 AI1725
 AI1725.No superseded survey control is available for this station.
 AI1725
 AI1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL525595(NAD 83)
 AI1725_MARKER: DJ = TIDAL STATION DISK
 AI1725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI1725_SP_SET: PAVEMENT
 AI1725_STAMPING: 7150 A 1987
 AI1725_MARK LOGO: NOS   
 AI1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI1725
 AI1725  HISTORY     - Date     Condition        Report By
 AI1725  HISTORY     - 1987     MONUMENTED       NOS
 AI1725  HISTORY     - 19950921 GOOD             NOS
 AI1725
 AI1725                          STATION DESCRIPTION
 AI1725
 AI1725'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (BLS)
 AI1725'THE BENCH MARK IS SET IN THE CONCRETE PAVEMENT AT THE FOOT OF THE
 AI1725'TALLMADGE BROTHERS PIER, 25.5 M (83.7 FT) SW OF THE SE CORNER OF THE
 AI1725'TALLMADGE BROTHERS SHELLFISH PACKAGING BUILDING, 12.3 M (40.4 FT) EAST
 AI1725'OF THE SOUTH CORNER OF THE TALLMADGE BROTHERS OFFICE BUILDING, AND 1.4
 AI1725'NNE OF THE NORTH CORNER OF A BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI1726 ***********************************************************************
 AI1726  DESIGNATION -  846 7150 B TIDAL
 AI1726  PID         -  AI1726
 AI1726  STATE/COUNTY-  CT/FAIRFIELD
 AI1726  USGS QUAD   -  BRIDGEPORT (1984)
 AI1726
 AI1726                         *CURRENT SURVEY CONTROL
 AI1726  ___________________________________________________________________
 AI1726* NAD 83(1986)-  41 10 24.     (N)    073 10 52.     (W)     SCALED    
 AI1726* NAVD 88     -         5.869  (meters)      19.26   (feet)  ADJUSTED  
 AI1726  ___________________________________________________________________
 AI1726  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AI1726  DYNAMIC HT  -           5.867 (meters)      19.25  (feet)  COMP
 AI1726  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 AI1726
 AI1726  VERT ORDER  -  THIRD
 AI1726
 AI1726.The horizontal coordinates were scaled from a topographic map and have
 AI1726.an estimated accuracy of +/- 6 seconds.
 AI1726
 AI1726.The orthometric height was determined by differential leveling
 AI1726.and adjusted by the National Geodetic Survey in September 2000..
 AI1726.No vertical observational check was made to the station.
 AI1726
 AI1726.The geoid height was determined by GEOID03.
 AI1726
 AI1726.The dynamic height is computed by dividing the NAVD 88
 AI1726.geopotential number by the normal gravity value computed on the
 AI1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1726.degrees latitude (g = 980.6199 gals.).
 AI1726
 AI1726.The modeled gravity was interpolated from observed gravity values.
 AI1726
 AI1726;                    North         East    Units  Estimated Accuracy
 AI1726;SPC CT       -   190,250.      268,620.      MT  (+/- 180 meters Scaled)
 AI1726
 AI1726                          SUPERSEDED SURVEY CONTROL
 AI1726
 AI1726.No superseded survey control is available for this station.
 AI1726
 AI1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL525595(NAD 83)
 AI1726_MARKER: DJ = TIDAL STATION DISK
 AI1726_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI1726+WITH SETTING: PAVEMENT
 AI1726_SP_SET: GRANITE STEP
 AI1726_STAMPING: 7150 B 1990
 AI1726_MARK LOGO: NOS   
 AI1726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1726+STABILITY: SURFACE MOTION
 AI1726
 AI1726  HISTORY     - Date     Condition        Report By
 AI1726  HISTORY     - 1990     MONUMENTED       NOS
 AI1726  HISTORY     - 19950921 GOOD             NOS
 AI1726
 AI1726                          STATION DESCRIPTION
 AI1726
 AI1726'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (BLS)
 AI1726'THE BENCH MARK IS SET IN THE FIRST GRANITE STEP OF THE ABANDONED
 AI1726'CONTROL TOWER ON THE SE SIDE OF THE YELLOW MILL BRIDGE, 45.1 M (148.0
 AI1726'FT) ESE OF THE CENTER OF THE BRIDGE CONTROL TOWER, 15.8 M (51.8 FT)
 AI1726'SOUTH OF THE CENTERLINE OF STRATFORD AVENUE, AND 0.2 M (0.7 FT) NORTH
 AI1726'OF THE CONCRETE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4034 ***********************************************************************
 AJ4034  DESIGNATION -  846 7150 D TIDAL
 AJ4034  PID         -  AJ4034
 AJ4034  STATE/COUNTY-  CT/FAIRFIELD
 AJ4034  USGS QUAD   -  BRIDGEPORT (1984)
 AJ4034
 AJ4034                         *CURRENT SURVEY CONTROL
 AJ4034  ___________________________________________________________________
 AJ4034* NAD 83(1996)-  41 10 38.19239(N)    073 10 47.54559(W)     ADJUSTED  
 AJ4034* NAVD 88     -         4.4    (meters)      14.     (feet)  GPS OBS   
 AJ4034  ___________________________________________________________________
 AJ4034  X           -   1,391,175.355 (meters)                     COMP
 AJ4034  Y           -  -4,601,952.221 (meters)                     COMP
 AJ4034  Z           -   4,177,244.786 (meters)                     COMP
 AJ4034  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AJ4034  ELLIP HEIGHT-         -25.40  (meters)          (06/22/01) GPS OBS
 AJ4034  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AJ4034
 AJ4034  HORZ ORDER  -  A
 AJ4034  ELLP ORDER  -  FOURTH    CLASS I
 AJ4034
 AJ4034.The horizontal coordinates were established by GPS observations
 AJ4034.and adjusted by the National Geodetic Survey in June 2001..
 AJ4034
 AJ4034.The orthometric height was determined by GPS observations and a
 AJ4034.high-resolution geoid model.
 AJ4034
 AJ4034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4034
 AJ4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4034
 AJ4034.The ellipsoidal height was determined by GPS observations
 AJ4034.and is referenced to NAD 83.
 AJ4034
 AJ4034.The geoid height was determined by GEOID03.
 AJ4034
 AJ4034;                    North         East     Units Scale Factor Converg.
 AJ4034;SPC CT       -   190,687.227   268,730.242   MT  1.00000237   -0 17 06.1
 AJ4034;SPC CT       -   625,613.01    881,659.14   sFT  1.00000237   -0 17 06.1
 AJ4034;UTM  18      - 4,560,033.478   652,667.996   MT  0.99988686   +1 11 54.9
 AJ4034
 AJ4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4034!SPC CT       -   1.00000398  x   1.00000237  =   1.00000635
 AJ4034!UTM  18      -   1.00000398  x   0.99988686  =   0.99989084
 AJ4034
 AJ4034                          SUPERSEDED SURVEY CONTROL
 AJ4034
 AJ4034.No superseded survey control is available for this station.
 AJ4034
 AJ4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5266860033(NAD 83)
 AJ4034_MARKER: DJ = TIDAL STATION DISK
 AJ4034_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ4034+WITH SETTING: PAVEMENT
 AJ4034_SP_SET: SIDEWALK
 AJ4034_STAMPING: 7150 D 1997
 AJ4034_MARK LOGO: NOS   
 AJ4034_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4034+STABILITY: SURFACE MOTION
 AJ4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4034+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 AJ4034
 AJ4034  HISTORY     - Date     Condition        Report By
 AJ4034  HISTORY     - 1997     MONUMENTED       NOS
 AJ4034  HISTORY     - 20000605 GOOD             NGS
 AJ4034  HISTORY     - 20010725 GOOD             CTDT
 AJ4034
 AJ4034                          STATION DESCRIPTION
 AJ4034
 AJ4034'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AJ4034'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF BRIDGEPORT AT
 AJ4034'THE JUNCTION OF STRATFORD AND PEMBROKE AVENUES, ABOUT 0.16 KM
 AJ4034'(0.10 MI) NORTH OF THE SOUTH BANK OF BRIDGEPORT HARBOR IN THE
 AJ4034'SOUTHEAST ANGLE OF THE INTERSECTION OF THE JUNCTION OF THE
 AJ4034'AVENUES SET IN THE SIDEWALK.  OWNERSHIP--CITY OF BRIDGEPORT.  TO
 AJ4034'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 AJ4034'NORTH BOUND LANE (EXIT 28 ) AND PEMBROKE AVENUE, FROM THE NORTH
 AJ4034'BOUND LANE OF INTERSTATE 95 EXIT 28 (EAST MAIN STREET EXIT) GO
 AJ4034'SOUTHERLY ON THE EXIT RAMP TO ITS END AT A TRAFFIC LIGHT (PEMBROKE
 AJ4034'AVENUE), TURN RIGHT, SOUTH ON PEMBROKE AVENUE FOR 0.16 KM (0.10 MI)
 AJ4034'TO THE INTERSECTION OF STRATFORD AVENUE (AT A TRAFFIC LIGHT) PASS
 AJ4034'THROUGH THE INTERSECTION TO THE STATION ON THE LEFT IN THE
 AJ4034'SOUTHEAST ANGLE OF THE INTERSECTION IN THE CONCRETE SIDEWALK
 AJ4034'AND ON THE SOUTHWEST SIDE OF THE PUSH BUTTON TRAFFIC SIGNAL
 AJ4034'POST.  THE STATION IS AN NOS TIDAL STATION BENCH MARK DISK
 AJ4034'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK.  LOCATED 1.16 M
 AJ4034'(3.81 FT) SOUTHEAST OF THE SOUTH CORNER OF A SQUARE METAL PLATE
 AJ4034'SET FLUSH IN THE SIDEWALK AND INSCRIBED (TRAFFIC), 0.4 M (1.3 FT)
 AJ4034'SOUTHWEST OF THE PUSH BUTTON TRAFFIC SIGNAL POST, 0.37 M (1.21 FT)
 AJ4034'NORTHWEST OF A CHAIN LINK FENCE AND 0.3 M (1.0 FT) NORTHWEST OF THE
 AJ4034'SOUTHEAST EDGE OF THE SIDEWALK.
 AJ4034'
 AJ4034
 AJ4034                          STATION RECOVERY (2001)
 AJ4034
 AJ4034'RECOVERY NOTE BY CT DEPT OF TRANSP 2001 (RJB)
 AJ4034'RECOVERED AS DESCRIBED.
 AJ4034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0856 ***********************************************************************
 LX0856  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0856  DESIGNATION -  846 7150 TIDAL 12
 LX0856  PID         -  LX0856
 LX0856  STATE/COUNTY-  CT/FAIRFIELD
 LX0856  USGS QUAD   -  BRIDGEPORT (1984)
 LX0856
 LX0856                         *CURRENT SURVEY CONTROL
 LX0856  ___________________________________________________________________
 LX0856* NAD 83(1986)-  41 10 39.     (N)    073 10 46.     (W)     SCALED    
 LX0856* NAVD 88     -         4.336  (meters)      14.23   (feet)  ADJUSTED  
 LX0856  ___________________________________________________________________
 LX0856  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0856  DYNAMIC HT  -           4.335 (meters)      14.22  (feet)  COMP
 LX0856  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 LX0856
 LX0856  VERT ORDER  -  FIRST     CLASS II
 LX0856
 LX0856.The horizontal coordinates were scaled from a topographic map and have
 LX0856.an estimated accuracy of +/- 6 seconds.
 LX0856
 LX0856.The orthometric height was determined by differential leveling
 LX0856.and adjusted by the National Geodetic Survey in June 1991..
 LX0856
 LX0856.This Tidal Bench Mark is designated as VM 248
 LX0856.by the Center for Operational Oceanographic Products and Services.
 LX0856
 LX0856.The geoid height was determined by GEOID03.
 LX0856
 LX0856.The dynamic height is computed by dividing the NAVD 88
 LX0856.geopotential number by the normal gravity value computed on the
 LX0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0856.degrees latitude (g = 980.6199 gals.).
 LX0856
 LX0856.The modeled gravity was interpolated from observed gravity values.
 LX0856
 LX0856;                    North         East    Units  Estimated Accuracy
 LX0856;SPC CT       -   190,710.      268,770.      MT  (+/- 180 meters Scaled)
 LX0856
 LX0856                          SUPERSEDED SURVEY CONTROL
 LX0856
 LX0856.No superseded survey control is available for this station.
 LX0856
 LX0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL527600(NAD 83)
 LX0856_MARKER: DJ = TIDAL STATION DISK
 LX0856_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0856_SP_SET: FOUNDATION
 LX0856_STAMPING: TIDAL 12 ELEV 15.321 FT
 LX0856_MARK LOGO: CGS   
 LX0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0856+STABILITY: SURFACE MOTION
 LX0856
 LX0856  HISTORY     - Date     Condition        Report By
 LX0856  HISTORY     - 1916     MONUMENTED       CGS
 LX0856  HISTORY     - 1965     GOOD             NGS
 LX0856  HISTORY     - 1985     GOOD             NGS
 LX0856  HISTORY     - 19950921 GOOD             NOS
 LX0856
 LX0856                          STATION DESCRIPTION
 LX0856
 LX0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0856'AT BRIDGEPORT.
 LX0856'AT BRIDGEPORT, AT THE INTERSECTION OF STRATFORD AVENUE AND
 LX0856'PEMBROKE STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 LX0856'WEST CORNER OF THE CONCRETE FOUNDATION OF A CONCRETE BLOCK
 LX0856'BUILDING AT 445 STRATFORD AVENUE, 113 FEET SOUTHEAST OF THE
 LX0856'SOUTHEAST CURB OF PEMBROKE STREET, 12.6 FEET NORTHEAST OF THE
 LX0856'NORTHEAST CURB OF STRATFORD AVENUE, 0.9 FOOT SOUTHEAST OF THE
 LX0856'WEST CORNER OF THE BUILDING AND 0.4 FOOT ABOVE THE LEVEL OF THE
 LX0856'GROUND.
 LX0856
 LX0856                          STATION RECOVERY (1985)
 LX0856
 LX0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0856'RECOVERED IN GOOD CONDITION.
 LX0856
 LX0856                          STATION RECOVERY (1995)
 LX0856
 LX0856'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (BLS)
 LX0856'THE BENCH MARK IS SET VERTICALLY IN THE SW FACE OF THE CONCRETE
 LX0856'FOUNDATION IN THE WEST CORNER OF A CONCRETE BLOCK BUILDING AT 445
 LX0856'STRATFORD AVENUE, AT THE INTERSECTION OF STRATFORD AVENUE AND PEMBROKE
 LX0856'STREET, 39 M (128.0 FT) SE OF THE CENTERLINE OF PEMBROKE STREET, 10.4
 LX0856'M (34.1 FT) NE OF THE CENTERLINE OF STRATFORD AVENUE, 0.2 M (0.7 FT)
 LX0856'ABOVE GROUND, AND 0.1 M (0.3 FT) EAST OF THE SW CORNER OF THE
 LX0856'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0852 ***********************************************************************
 LX0852  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0852  DESIGNATION -  846 7150 TIDAL 14
 LX0852  PID         -  LX0852
 LX0852  STATE/COUNTY-  CT/FAIRFIELD
 LX0852  USGS QUAD   -  BRIDGEPORT (1984)
 LX0852
 LX0852                         *CURRENT SURVEY CONTROL
 LX0852  ___________________________________________________________________
 LX0852* NAD 83(1986)-  41 10 41.     (N)    073 11 27.     (W)     SCALED    
 LX0852* NAVD 88     -         5.273  (meters)      17.30   (feet)  ADJUSTED  
 LX0852  ___________________________________________________________________
 LX0852  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0852  DYNAMIC HT  -           5.271 (meters)      17.29  (feet)  COMP
 LX0852  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 LX0852
 LX0852  VERT ORDER  -  FIRST     CLASS I
 LX0852
 LX0852.The horizontal coordinates were scaled from a topographic map and have
 LX0852.an estimated accuracy of +/- 6 seconds.
 LX0852
 LX0852.The orthometric height was determined by differential leveling
 LX0852.and adjusted by the National Geodetic Survey in June 1991..
 LX0852
 LX0852.This Tidal Bench Mark is designated as VM 250
 LX0852.by the Center for Operational Oceanographic Products and Services.
 LX0852
 LX0852.The geoid height was determined by GEOID03.
 LX0852
 LX0852.The dynamic height is computed by dividing the NAVD 88
 LX0852.geopotential number by the normal gravity value computed on the
 LX0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0852.degrees latitude (g = 980.6199 gals.).
 LX0852
 LX0852.The modeled gravity was interpolated from observed gravity values.
 LX0852
 LX0852;                    North         East    Units  Estimated Accuracy
 LX0852;SPC CT       -   190,780.      267,810.      MT  (+/- 180 meters Scaled)
 LX0852
 LX0852                          SUPERSEDED SURVEY CONTROL
 LX0852
 LX0852.No superseded survey control is available for this station.
 LX0852
 LX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL517601(NAD 83)
 LX0852_MARKER: DJ = TIDAL STATION DISK
 LX0852_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0852+WITH SETTING: PAVEMENT
 LX0852_SP_SET: GRANITE STEP
 LX0852_STAMPING: 14 1942
 LX0852_MARK LOGO: CGS   
 LX0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0852+STABILITY: SURFACE MOTION
 LX0852
 LX0852  HISTORY     - Date     Condition        Report By
 LX0852  HISTORY     - 1942     MONUMENTED       CGS
 LX0852  HISTORY     - 1965     GOOD             NGS
 LX0852  HISTORY     - 1985     GOOD             NGS
 LX0852  HISTORY     - 19950821 GOOD             USPSQD
 LX0852  HISTORY     - 19950921 GOOD             NOS
 LX0852
 LX0852                          STATION DESCRIPTION
 LX0852
 LX0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0852'AT BRIDGEPORT.
 LX0852'AT BRIDGEPORT, AT THE INTERSECTION OF BROAD STREET AND CANNON
 LX0852'STREET, SET ON TOP OF THE NORTH END OF THE GRANITE LANDING AT
 LX0852'THE BROAD STREET ENTRANCE TO THE UNITED ILLUMINATING COMPANY,
 LX0852'45 FEET NORTH OF THE NORTH CURB OF CANNON STREET, 10.3 FEET WEST
 LX0852'OF THE WEST CURB OF BROAD STREET AND 1 FOOT ABOVE THE LEVEL OF
 LX0852'THE STREETS.
 LX0852
 LX0852                          STATION RECOVERY (1985)
 LX0852
 LX0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0852'RECOVERED IN GOOD CONDITION.
 LX0852
 LX0852                          STATION RECOVERY (1995)
 LX0852
 LX0852'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0852'RECOVERED IN GOOD CONDITION.
 LX0852
 LX0852                          STATION RECOVERY (1995)
 LX0852
 LX0852'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (BLS)
 LX0852'THE BENCH MARK IS SET IN THE GRANITE STEP AT THE UNITED ILLUMINATING
 LX0852'COMPANY MAIN ENTRANCE AT 1115 BROAD STREET, AT THE INTERSECTION OF
 LX0852'BROAD STREET AND CANNON STREET, 13.7 M (44.9 FT) NORTH OF THE NORTH
 LX0852'CURB OF CANNON STREET, 11.9 M (39.0 FT) NORTH OF THE SE CORNER OF THE
 LX0852'UNITED ILLUMINATING BUILDING, 3.1 M (10.2 FT) WEST OF THE WEST CURB OF
 LX0852'BROAD STREET, AND 0.2 M (0.7 FT) ABOVE STREET LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0857 ***********************************************************************
 LX0857  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0857  DESIGNATION -  846 7150 TIDAL 15
 LX0857  PID         -  LX0857
 LX0857  STATE/COUNTY-  CT/FAIRFIELD
 LX0857  USGS QUAD   -  BRIDGEPORT (1984)
 LX0857
 LX0857                         *CURRENT SURVEY CONTROL
 LX0857  ___________________________________________________________________
 LX0857* NAD 83(1986)-  41 10 32.     (N)    073 10 46.     (W)     SCALED    
 LX0857* NAVD 88     -         2.849  (meters)       9.35   (feet)  ADJUSTED  
 LX0857  ___________________________________________________________________
 LX0857  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0857  DYNAMIC HT  -           2.848 (meters)       9.34  (feet)  COMP
 LX0857  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 LX0857
 LX0857  VERT ORDER  -  FIRST     CLASS I
 LX0857
 LX0857.The horizontal coordinates were scaled from a topographic map and have
 LX0857.an estimated accuracy of +/- 6 seconds.
 LX0857
 LX0857.The orthometric height was determined by differential leveling
 LX0857.and adjusted by the National Geodetic Survey in June 1991..
 LX0857
 LX0857.This Tidal Bench Mark is designated as VM 252
 LX0857.by the Center for Operational Oceanographic Products and Services.
 LX0857
 LX0857.The geoid height was determined by GEOID03.
 LX0857
 LX0857.The dynamic height is computed by dividing the NAVD 88
 LX0857.geopotential number by the normal gravity value computed on the
 LX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0857.degrees latitude (g = 980.6199 gals.).
 LX0857
 LX0857.The modeled gravity was interpolated from observed gravity values.
 LX0857
 LX0857;                    North         East    Units  Estimated Accuracy
 LX0857;SPC CT       -   190,500.      268,770.      MT  (+/- 180 meters Scaled)
 LX0857
 LX0857                          SUPERSEDED SURVEY CONTROL
 LX0857
 LX0857.No superseded survey control is available for this station.
 LX0857
 LX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL527598(NAD 83)
 LX0857_MARKER: DJ = TIDAL STATION DISK
 LX0857_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0857+WITH SETTING: PAVEMENT
 LX0857_SP_SET: FLOOR
 LX0857_STAMPING: NO 15 1964
 LX0857_MARK LOGO: CGS   
 LX0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0857+STABILITY: SURFACE MOTION
 LX0857
 LX0857  HISTORY     - Date     Condition        Report By
 LX0857  HISTORY     - 1964     MONUMENTED       CGS
 LX0857  HISTORY     - 1965     GOOD             NGS
 LX0857  HISTORY     - 1985     GOOD             NGS
 LX0857  HISTORY     - 19950721 GOOD             USPSQD
 LX0857  HISTORY     - 19950921 GOOD             NOS
 LX0857
 LX0857                          STATION DESCRIPTION
 LX0857
 LX0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0857'AT BRIDGEPORT.
 LX0857'AT BRIDGEPORT, ABOUT 0.1 MILE SOUTH ALONG PEMBROKE AVENUE FROM
 LX0857'THE INTERSECTION OF STRATFORD AVENUE, THENCE 0.05 MILE EAST ALONG
 LX0857'CALIFORNIA STREET, AT THE HITCHCOCK GAS ENGINE COMPANY, SET ON
 LX0857'THE TOP OF THE CONCRETE FLOOR JUST INSIDE OF THE NORTH ENTRANCE
 LX0857'TO THE REPAIR SHOP, (A LARGE BRICK BUILDING), AT 40 CALIFORNIA
 LX0857'STREET, 8.2 FEET SOUTH OF THE NORTH EDGE OF THE ENTRANCE, 4.5
 LX0857'FEET WEST OF THE WEST FACE OF THE EAST WALL OF THE BUILDING AND
 LX0857'ABOUT LEVEL WITH THE GROUND.
 LX0857
 LX0857                          STATION RECOVERY (1985)
 LX0857
 LX0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0857'RECOVERED IN GOOD CONDITION.
 LX0857
 LX0857                          STATION RECOVERY (1995)
 LX0857
 LX0857'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0857'RECOVERED IN GOOD CONDITION.
 LX0857
 LX0857                          STATION RECOVERY (1995)
 LX0857
 LX0857'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (BLS)
 LX0857'THE BENCH MARK IS SET IN THE CONCRETE FLOOR JUST INSIDE THE NORTH
 LX0857'ENTRANCE TO HITCHCOCKS MARINE SUPPLY STORE SHOWROOM AT 40 CALIFORNIA
 LX0857'STREET, 14.1 M (46.3 FT) SE OF THE MOST NE CORNER OF HITCHCOCKS, 2.7 M
 LX0857'(8.9 FT) SW OF THE NE CORNER OF THE SHOWROOM, 1.4 M (4.6 FT) WEST OF
 LX0857'THE INTERIOR FACE OF THE EAST WALL OF THE STORE, AND 0.1 M (0.3 FT)
 LX0857'BELOW THE WOOD FLOOR.  NOTE - THE ACCESS TO THE MARK IS THROUGH A
 LX0857'SMALL PANEL CUT INTO THE WOOD FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2344 ***********************************************************************
 LX2344  TIDAL BM    -  This is a Tidal Bench Mark.
 LX2344  DESIGNATION -  846 7150 TIDAL 17
 LX2344  PID         -  LX2344
 LX2344  STATE/COUNTY-  CT/FAIRFIELD
 LX2344  USGS QUAD   -  BRIDGEPORT (1984)
 LX2344
 LX2344                         *CURRENT SURVEY CONTROL
 LX2344  ___________________________________________________________________
 LX2344* NAD 83(1986)-  41 10 32.     (N)    073 10 46.     (W)     SCALED    
 LX2344* NAVD 88     -         2.762  (meters)       9.06   (feet)  ADJUSTED  
 LX2344  ___________________________________________________________________
 LX2344  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX2344  DYNAMIC HT  -           2.761 (meters)       9.06  (feet)  COMP
 LX2344  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 LX2344
 LX2344  VERT ORDER  -  FIRST     CLASS II
 LX2344
 LX2344.The horizontal coordinates were scaled from a topographic map and have
 LX2344.an estimated accuracy of +/- 6 seconds.
 LX2344
 LX2344.The orthometric height was determined by differential leveling
 LX2344.and adjusted by the National Geodetic Survey in June 1991..
 LX2344
 LX2344.This Tidal Bench Mark is designated as VM 254
 LX2344.by the Center for Operational Oceanographic Products and Services.
 LX2344
 LX2344.The geoid height was determined by GEOID03.
 LX2344
 LX2344.The dynamic height is computed by dividing the NAVD 88
 LX2344.geopotential number by the normal gravity value computed on the
 LX2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2344.degrees latitude (g = 980.6199 gals.).
 LX2344
 LX2344.The modeled gravity was interpolated from observed gravity values.
 LX2344
 LX2344;                    North         East    Units  Estimated Accuracy
 LX2344;SPC CT       -   190,500.      268,770.      MT  (+/- 180 meters Scaled)
 LX2344
 LX2344                          SUPERSEDED SURVEY CONTROL
 LX2344
 LX2344.No superseded survey control is available for this station.
 LX2344
 LX2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL527598(NAD 83)
 LX2344_MARKER: DJ = TIDAL STATION DISK
 LX2344_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2344_SP_SET: FOOTING
 LX2344_STAMPING: NO 17 1973
 LX2344_MARK LOGO: NGS   
 LX2344_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2344+STABILITY: SURFACE MOTION
 LX2344
 LX2344  HISTORY     - Date     Condition        Report By
 LX2344  HISTORY     - 1973     MONUMENTED       NGS
 LX2344  HISTORY     - 1985     GOOD             NGS
 LX2344  HISTORY     - 19950728 GOOD             USPSQD
 LX2344  HISTORY     - 19950921 GOOD             NOS
 LX2344
 LX2344                          STATION DESCRIPTION
 LX2344
 LX2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2344'IN BRIDGEPORT.
 LX2344'IN BRIDGEPORT, 0.2 MILE (0.1 MI) SOUTH ALONG
 LX2344'PEMBROKE STREET FROM THE INTERSECTION OF STRATFORD AVENUE,
 LX2344'THENCE 0.1 KM (0.05 MI) EAST ALONG CALIFORNIA STREET
 LX2344'TO THE MARK ON THE RIGHT ON THE EAST PROPERTY LINE OF HITCHCOCK ENGINE
 LX2344'COMPANY, AT 40 CALIFORNIA STREET, AT THE CONCRETE FOUNDATION FOR A
 LX2344'CHAIN LINK FENCE, 13.93 METERS (45.7 FT) SOUTH-SOUTHEAST OF THE EAST
 LX2344'CORNER OF THE MACHINE SHOP, 7.19 METERS (23.6 FT) NORTHEAST OF THE
 LX2344'NORTHEAST CORNER OF THE SHOP, 1.52 METERS (5.0 FT) NORTHEAST OF A FIRE
 LX2344'HYDRANT.
 LX2344'THE MARK IS 0.21 M ABOVE GROUND.
 LX2344
 LX2344                          STATION RECOVERY (1995)
 LX2344
 LX2344'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2344'RECOVERED IN GOOD CONDITION.
 LX2344
 LX2344                          STATION RECOVERY (1995)
 LX2344
 LX2344'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (BLS)
 LX2344'THE BENCH MARK IS SET IN A CONCRETE FOOTING FOR A WIRE FENCE ALONG THE
 LX2344'EAST EDGE OF THE HITCHCOCK GAS ENGINE COMPANY PROPERTY LOCATED AT 40
 LX2344'CALIFORNIA STREET, 13.9 M (45.6 FT) SE OF THE NE CORNER OF THE MACHINE
 LX2344'SHOP, 7.2 M (23.6 FT) NE OF THE NE CORNER OF THE SHOP, 5 M (16.4 FT)
 LX2344'SOUTH OF THE SOUTH END OF AN ASPHALT DRIVE LEADING TO THE MARINA, 2 M
 LX2344'(6.6 FT) NORTH OF A FIRE HYDRANT, AND 0.2 M (0.7 FT) ABOVE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0791 ***********************************************************************
 LX0791  DESIGNATION -  846 8448 TIDAL 3
 LX0791  PID         -  LX0791
 LX0791  STATE/COUNTY-  CT/FAIRFIELD
 LX0791  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0791
 LX0791                         *CURRENT SURVEY CONTROL
 LX0791  ___________________________________________________________________
 LX0791* NAD 83(1986)-  41 05 57.     (N)    073 24 53.     (W)     SCALED    
 LX0791* NAVD 88     -         4.868  (meters)      15.97   (feet)  ADJUSTED  
 LX0791  ___________________________________________________________________
 LX0791  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX0791  DYNAMIC HT  -           4.867 (meters)      15.97  (feet)  COMP
 LX0791  MODELED GRAV-     980,305.0   (mgal)                       NAVD 88
 LX0791
 LX0791  VERT ORDER  -  FIRST     CLASS I
 LX0791
 LX0791.The horizontal coordinates were scaled from a topographic map and have
 LX0791.an estimated accuracy of +/- 6 seconds.
 LX0791
 LX0791.The orthometric height was determined by differential leveling
 LX0791.and adjusted by the National Geodetic Survey in June 1991..
 LX0791
 LX0791.The geoid height was determined by GEOID03.
 LX0791
 LX0791.The dynamic height is computed by dividing the NAVD 88
 LX0791.geopotential number by the normal gravity value computed on the
 LX0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0791.degrees latitude (g = 980.6199 gals.).
 LX0791
 LX0791.The modeled gravity was interpolated from observed gravity values.
 LX0791
 LX0791;                    North         East    Units  Estimated Accuracy
 LX0791;SPC CT       -   182,140.      248,960.      MT  (+/- 180 meters Scaled)
 LX0791
 LX0791                          SUPERSEDED SURVEY CONTROL
 LX0791
 LX0791  NGVD 29 (??/??/92)    5.20   (m)           17.1    (f) COMPUTED    1 1
 LX0791
 LX0791.Superseded values are not recommended for survey control.
 LX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0791.See file dsdata.txt to determine how the superseded data were derived.
 LX0791
 LX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL331509(NAD 83)
 LX0791_MARKER: DJ = TIDAL STATION DISK
 LX0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0791_SP_SET: BRIDGE
 LX0791_STAMPING: 3 ELEV 17.018 FT 1916
 LX0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0791
 LX0791  HISTORY     - Date     Condition        Report By
 LX0791  HISTORY     - 1916     MONUMENTED       CGS
 LX0791  HISTORY     - 1965     GOOD             NGS
 LX0791  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0791
 LX0791                          STATION DESCRIPTION
 LX0791
 LX0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0791'AT SOUTH NORWALK.
 LX0791'AT SOUTH NORWALK, ABOUT 0.05 MILE SOUTH ALONG NORTH MAIN STREET
 LX0791'FROM THE CITY HALL, THENCE 0.2 MILE EAST ALONG STATE HIGHWAY 136,
 LX0791'IN THE CONCRETE SIDEWALK OF THE HIGHWAY BRIDGE OVER THE NORWALK
 LX0791'RIVER, 17.3 FEET WEST OF THE WEST END OF THE LIFT PART OF THE
 LX0791'DRAWBRIDGE, 10.2 FEET SOUTH OF THE SOUTH CURB OF THE BRIDGE AND
 LX0791'LEVEL WITH THE BRIDGE SIDEWALK.
 LX0791
 LX0791                          STATION RECOVERY (1984)
 LX0791
 LX0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0791'NOT RECOVERED, CONSIDER DESTROYED, THE BRIDGE AS BEEN RAZED AND A NEW
 LX0791'BRIDGE HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2802 ***********************************************************************
 LX2802  DESIGNATION -  857
 LX2802  PID         -  LX2802
 LX2802  STATE/COUNTY-  CT/LITCHFIELD
 LX2802  USGS QUAD   -  THOMASTON (1976)
 LX2802
 LX2802                         *CURRENT SURVEY CONTROL
 LX2802  ___________________________________________________________________
 LX2802* NAD 83(1986)-  41 40 39.     (N)    073 01 41.     (W)     SCALED    
 LX2802* NAVD 88     -       235.143  (meters)     771.47   (feet)  ADJUSTED  
 LX2802  ___________________________________________________________________
 LX2802  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2802  DYNAMIC HT  -         235.069 (meters)     771.22  (feet)  COMP
 LX2802  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 LX2802
 LX2802  VERT ORDER  -  FIRST     CLASS II
 LX2802
 LX2802.The horizontal coordinates were scaled from a topographic map and have
 LX2802.an estimated accuracy of +/- 6 seconds.
 LX2802
 LX2802.The orthometric height was determined by differential leveling
 LX2802.and adjusted by the National Geodetic Survey in June 1991..
 LX2802
 LX2802.The geoid height was determined by GEOID03.
 LX2802
 LX2802.The dynamic height is computed by dividing the NAVD 88
 LX2802.geopotential number by the normal gravity value computed on the
 LX2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2802.degrees latitude (g = 980.6199 gals.).
 LX2802
 LX2802.The modeled gravity was interpolated from observed gravity values.
 LX2802
 LX2802;                    North         East    Units  Estimated Accuracy
 LX2802;SPC CT       -   246,190.      281,650.      MT  (+/- 180 meters Scaled)
 LX2802
 LX2802                          SUPERSEDED SURVEY CONTROL
 LX2802
 LX2802.No superseded survey control is available for this station.
 LX2802
 LX2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM641158(NAD 83)
 LX2802_MARKER: DD = SURVEY DISK
 LX2802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2802_SP_SET: CONCRETE POST
 LX2802_STAMPING: 857
 LX2802_MARK LOGO: CTGS  
 LX2802_PROJECTION: RECESSED 10 CENTIMETERS
 LX2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2802+STABILITY: SURFACE MOTION
 LX2802
 LX2802  HISTORY     - Date     Condition        Report By
 LX2802  HISTORY     - 1935     MONUMENTED       CTGS
 LX2802  HISTORY     - 1985     GOOD             NGS
 LX2802
 LX2802                          STATION DESCRIPTION
 LX2802
 LX2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2802'2.3 KM (1.4 MI) EAST FROM PLYMOUTH.
 LX2802'2.3 KM (1.4 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 LX2802'HIGHWAY 262 (SOUTH STREET) IN PLYMOUTH TO THE MARK ON THE RIGHT, AND
 LX2802'IN FRONT OF A ONE STORY FRAME HOUSE NUMBER 191, AND BELONGS NOW TO MR.
 LX2802'W. LAPMAN, 0.3 KM (0.2 MI) SOUTHWEST OF THE INTERSECTION OF TOWN HILL
 LX2802'ROAD AND HOLT STREET, 7.68 METERS (25.8 FT) SOUTH OF THE CENTER LINE
 LX2802'OF THE HIGHWAY, 7.92 METERS (26.0 FT) EAST OF THE CENTER OF A PRIVATE
 LX2802'DRIVE LEADING TO THE ABOVE MENTIONED HOUSE.
 LX2802'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2801 ***********************************************************************
 LX2801  DESIGNATION -  858
 LX2801  PID         -  LX2801
 LX2801  STATE/COUNTY-  CT/LITCHFIELD
 LX2801  USGS QUAD   -  THOMASTON (1976)
 LX2801
 LX2801                         *CURRENT SURVEY CONTROL
 LX2801  ___________________________________________________________________
 LX2801* NAD 83(1986)-  41 40 43.     (N)    073 01 28.     (W)     SCALED    
 LX2801* NAVD 88     -       228.969  (meters)     751.21   (feet)  ADJUSTED  
 LX2801  ___________________________________________________________________
 LX2801  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2801  DYNAMIC HT  -         228.897 (meters)     750.97  (feet)  COMP
 LX2801  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 LX2801
 LX2801  VERT ORDER  -  FIRST     CLASS II
 LX2801
 LX2801.The horizontal coordinates were scaled from a topographic map and have
 LX2801.an estimated accuracy of +/- 6 seconds.
 LX2801
 LX2801.The orthometric height was determined by differential leveling
 LX2801.and adjusted by the National Geodetic Survey in June 1991..
 LX2801
 LX2801.The geoid height was determined by GEOID03.
 LX2801
 LX2801.The dynamic height is computed by dividing the NAVD 88
 LX2801.geopotential number by the normal gravity value computed on the
 LX2801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2801.degrees latitude (g = 980.6199 gals.).
 LX2801
 LX2801.The modeled gravity was interpolated from observed gravity values.
 LX2801
 LX2801;                    North         East    Units  Estimated Accuracy
 LX2801;SPC CT       -   246,310.      281,950.      MT  (+/- 180 meters Scaled)
 LX2801
 LX2801                          SUPERSEDED SURVEY CONTROL
 LX2801
 LX2801.No superseded survey control is available for this station.
 LX2801
 LX2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM644159(NAD 83)
 LX2801_MARKER: DD = SURVEY DISK
 LX2801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2801_SP_SET: CONCRETE POST
 LX2801_STAMPING: 858
 LX2801_MARK LOGO: CTGS  
 LX2801_PROJECTION: RECESSED 5 CENTIMETERS
 LX2801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2801+STABILITY: SURFACE MOTION
 LX2801
 LX2801  HISTORY     - Date     Condition        Report By
 LX2801  HISTORY     - 1935     MONUMENTED       CTGS
 LX2801  HISTORY     - 1985     GOOD             NGS
 LX2801
 LX2801                          STATION DESCRIPTION
 LX2801
 LX2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2801'1.2 KM (0.75 MI) NW FROM TERRYVILLE.
 LX2801'1.2 KM (0.75 MI) NORTHWESR ALONG U.S HIGHWAY 6 FROM THE JUNCTION OF
 LX2801'NORTH MAIN STREET IN TERRYVILLE TO THE MARK ON THE RIGHT, AT THE
 LX2801'INTERSECTION OF TOWN HILL ROAD AND HOLT STREET, AND IN FRONT OF ANDYS
 LX2801'PIZZA HOUSE CAFE, 5.18 METERS (17.0 FT) NORTH-NORTHEAST OF THE CENTER
 LX2801'LINE OF THE HIGHWAY, 28.96 METERS (95.0 FT) SOUTHEAST OF THE CENTER OF
 LX2801'HOLT STREET, 0.55 METER (1.8 FT) NORTH-NORTHEAST OF THE HIGHWAY CURB.
 LX2801'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2872 ***********************************************************************
 LX2872  DESIGNATION -  86 W
 LX2872  PID         -  LX2872
 LX2872  STATE/COUNTY-  CT/NEW HAVEN
 LX2872  USGS QUAD   -  BRANFORD (1984)
 LX2872
 LX2872                         *CURRENT SURVEY CONTROL
 LX2872  ___________________________________________________________________
 LX2872* NAD 83(1986)-  41 24 44.     (N)    072 45 29.     (W)     SCALED    
 LX2872* NAVD 88     -        82.535  (meters)     270.78   (feet)  ADJUSTED  
 LX2872  ___________________________________________________________________
 LX2872  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2872  DYNAMIC HT  -          82.507 (meters)     270.69  (feet)  COMP
 LX2872  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LX2872
 LX2872  VERT ORDER  -  FIRST     CLASS II
 LX2872
 LX2872.The horizontal coordinates were scaled from a topographic map and have
 LX2872.an estimated accuracy of +/- 6 seconds.
 LX2872
 LX2872.The orthometric height was determined by differential leveling
 LX2872.and adjusted by the National Geodetic Survey in June 1991..
 LX2872
 LX2872.The geoid height was determined by GEOID03.
 LX2872
 LX2872.The dynamic height is computed by dividing the NAVD 88
 LX2872.geopotential number by the normal gravity value computed on the
 LX2872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2872.degrees latitude (g = 980.6199 gals.).
 LX2872
 LX2872.The modeled gravity was interpolated from observed gravity values.
 LX2872
 LX2872;                    North         East    Units  Estimated Accuracy
 LX2872;SPC CT       -   216,690.      304,130.      MT  (+/- 180 meters Scaled)
 LX2872
 LX2872                          SUPERSEDED SURVEY CONTROL
 LX2872
 LX2872.No superseded survey control is available for this station.
 LX2872
 LX2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL873869(NAD 83)
 LX2872_MARKER: DD = SURVEY DISK
 LX2872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2872_SP_SET: BRIDGE ABUTMENT
 LX2872_STAMPING: 86 W 1923 272
 LX2872_MARK LOGO: USGS  
 LX2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2872+STABILITY: SURFACE MOTION
 LX2872
 LX2872  HISTORY     - Date     Condition        Report By
 LX2872  HISTORY     - 1923     MONUMENTED       USGS
 LX2872  HISTORY     - 1985     GOOD             NGS
 LX2872
 LX2872                          STATION DESCRIPTION
 LX2872
 LX2872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2872'3.8 KM (2.35 MI) NE FROM NORTHFORD.
 LX2872'3.8 KM (2.35 MI) NORTHEAST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2872'STATE HIGHWAY 22 IN NORTHFORD TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2872'NORTHWEST END OF THE NORTHEAST ABUTMENT OF A SMALL BRIDGE OVER A SMALL
 LX2872'STREAM, 5.03 METERS (16.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2872'HIGHWAY, 0.30 METER (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LX2872'ABUTMENT.
 LX2872'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2477 ***********************************************************************
 LX2477  DESIGNATION -  875
 LX2477  PID         -  LX2477
 LX2477  STATE/COUNTY-  CT/LITCHFIELD
 LX2477  USGS QUAD   -  THOMASTON (1976)
 LX2477
 LX2477                         *CURRENT SURVEY CONTROL
 LX2477  ___________________________________________________________________
 LX2477* NAD 83(1986)-  41 38 18.     (N)    073 04 41.     (W)     SCALED    
 LX2477* NAVD 88     -       107.250  (meters)     351.87   (feet)  ADJUSTED  
 LX2477  ___________________________________________________________________
 LX2477  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2477  DYNAMIC HT  -         107.216 (meters)     351.76  (feet)  COMP
 LX2477  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 LX2477
 LX2477  VERT ORDER  -  FIRST     CLASS II
 LX2477
 LX2477.The horizontal coordinates were scaled from a topographic map and have
 LX2477.an estimated accuracy of +/- 6 seconds.
 LX2477
 LX2477.The orthometric height was determined by differential leveling
 LX2477.and adjusted by the National Geodetic Survey in June 1991..
 LX2477
 LX2477.The geoid height was determined by GEOID03.
 LX2477
 LX2477.The dynamic height is computed by dividing the NAVD 88
 LX2477.geopotential number by the normal gravity value computed on the
 LX2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2477.degrees latitude (g = 980.6199 gals.).
 LX2477
 LX2477.The modeled gravity was interpolated from observed gravity values.
 LX2477
 LX2477;                    North         East    Units  Estimated Accuracy
 LX2477;SPC CT       -   241,860.      277,470.      MT  (+/- 180 meters Scaled)
 LX2477
 LX2477                          SUPERSEDED SURVEY CONTROL
 LX2477
 LX2477.No superseded survey control is available for this station.
 LX2477
 LX2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM600114(NAD 83)
 LX2477_MARKER: DD = SURVEY DISK
 LX2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2477_SP_SET: CONCRETE POST
 LX2477_STAMPING: 875
 LX2477_MARK LOGO: CTGS  
 LX2477_PROJECTION: FLUSH
 LX2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2477+STABILITY: SURFACE MOTION
 LX2477
 LX2477  HISTORY     - Date     Condition        Report By
 LX2477  HISTORY     - UNK      MONUMENTED       CTGS
 LX2477  HISTORY     - 1985     GOOD             NGS
 LX2477
 LX2477                          STATION DESCRIPTION
 LX2477
 LX2477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2477'1.6 KM (1.0 MI) SOUTH FROM THOMASTON.
 LX2477'1.6 KM (1.0 MI) SOUTH ALONG COUNTY ROUTE 848 FROM THE SOUTH END OF THE
 LX2477'BRIDGE OVER THE NAUGATUCK RIVER IN THOMASTON TO THE MARK ON THE RIGHT,
 LX2477'5.09 METERS (16.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2477'29.87 METERS (98.0 FT) SOUTH OF POWER POLE 1124, 15.85 METERS (52.0
 LX2477'FT) NORTH OF POWER POLE 1125.
 LX2477'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2477'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2821 ***********************************************************************
 LX2821  DESIGNATION -  88 W
 LX2821  PID         -  LX2821
 LX2821  STATE/COUNTY-  CT/MIDDLESEX
 LX2821  USGS QUAD   -  DURHAM (1984)
 LX2821
 LX2821                         *CURRENT SURVEY CONTROL
 LX2821  ___________________________________________________________________
 LX2821* NAD 83(1986)-  41 27 58.     (N)    072 40 43.     (W)     SCALED    
 LX2821* NAVD 88     -        68.739  (meters)     225.52   (feet)  ADJUSTED  
 LX2821  ___________________________________________________________________
 LX2821  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2821  DYNAMIC HT  -          68.716 (meters)     225.45  (feet)  COMP
 LX2821  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 LX2821
 LX2821  VERT ORDER  -  FIRST     CLASS II
 LX2821
 LX2821.The horizontal coordinates were scaled from a topographic map and have
 LX2821.an estimated accuracy of +/- 6 seconds.
 LX2821
 LX2821.The orthometric height was determined by differential leveling
 LX2821.and adjusted by the National Geodetic Survey in June 1991..
 LX2821
 LX2821.The geoid height was determined by GEOID03.
 LX2821
 LX2821.The dynamic height is computed by dividing the NAVD 88
 LX2821.geopotential number by the normal gravity value computed on the
 LX2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2821.degrees latitude (g = 980.6199 gals.).
 LX2821
 LX2821.The modeled gravity was interpolated from observed gravity values.
 LX2821
 LX2821;                    North         East    Units  Estimated Accuracy
 LX2821;SPC CT       -   222,680.      310,760.      MT  (+/- 180 meters Scaled)
 LX2821
 LX2821                          SUPERSEDED SURVEY CONTROL
 LX2821
 LX2821.No superseded survey control is available for this station.
 LX2821
 LX2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL938931(NAD 83)
 LX2821_MARKER: DD = SURVEY DISK
 LX2821_SETTING: 80 = SET IN A BOULDER
 LX2821_SP_SET: BOULDER
 LX2821_STAMPING: 88 W 1923 227
 LX2821_MARK LOGO: USGS  
 LX2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2821+STABILITY: SURFACE MOTION
 LX2821
 LX2821  HISTORY     - Date     Condition        Report By
 LX2821  HISTORY     - 1923     MONUMENTED       USGS
 LX2821  HISTORY     - 1985     GOOD             NGS
 LX2821
 LX2821                          STATION DESCRIPTION
 LX2821
 LX2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2821'1.4 KM (0.85 MI) SOUTH FROM DURHAM.
 LX2821'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2821'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE LEFT, NEAR THE SOUTHWEST
 LX2821'CORNER OF THE PROPERTY OF HOUSE NUMBER 2, 14.33 METERS (47.0 FT) EAST
 LX2821'OF THE CENTERLINE OF THE HIGHWAY, 29.41 METERS (96.5 FT) NORTH OF
 LX2821'UTILITY POLE 125, 4.33 METERS (14.2 FT) SOUTH-SOUTHWEST OF A CTDT
 LX2821'HIGHWAY MARKER.
 LX2821'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 LX2821'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2800 ***********************************************************************
 LX2800  DESIGNATION -  885
 LX2800  PID         -  LX2800
 LX2800  STATE/COUNTY-  CT/LITCHFIELD
 LX2800  USGS QUAD   -  THOMASTON (1976)
 LX2800
 LX2800                         *CURRENT SURVEY CONTROL
 LX2800  ___________________________________________________________________
 LX2800* NAD 83(1986)-  41 40 41.     (N)    073 00 35.     (W)     SCALED    
 LX2800* NAVD 88     -       185.238  (meters)     607.74   (feet)  ADJUSTED  
 LX2800  ___________________________________________________________________
 LX2800  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2800  DYNAMIC HT  -         185.180 (meters)     607.54  (feet)  COMP
 LX2800  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LX2800
 LX2800  VERT ORDER  -  FIRST     CLASS II
 LX2800
 LX2800.The horizontal coordinates were scaled from a topographic map and have
 LX2800.an estimated accuracy of +/- 6 seconds.
 LX2800
 LX2800.The orthometric height was determined by differential leveling
 LX2800.and adjusted by the National Geodetic Survey in June 1991..
 LX2800
 LX2800.The geoid height was determined by GEOID03.
 LX2800
 LX2800.The dynamic height is computed by dividing the NAVD 88
 LX2800.geopotential number by the normal gravity value computed on the
 LX2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2800.degrees latitude (g = 980.6199 gals.).
 LX2800
 LX2800.The modeled gravity was interpolated from observed gravity values.
 LX2800
 LX2800;                    North         East    Units  Estimated Accuracy
 LX2800;SPC CT       -   246,250.      283,180.      MT  (+/- 180 meters Scaled)
 LX2800
 LX2800                          SUPERSEDED SURVEY CONTROL
 LX2800
 LX2800.No superseded survey control is available for this station.
 LX2800
 LX2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM656159(NAD 83)
 LX2800_MARKER: DD = SURVEY DISK
 LX2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2800_SP_SET: CONCRETE POST
 LX2800_STAMPING: 885
 LX2800_MARK LOGO: CTGS  
 LX2800_PROJECTION: RECESSED 5 CENTIMETERS
 LX2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2800+STABILITY: SURFACE MOTION
 LX2800
 LX2800  HISTORY     - Date     Condition        Report By
 LX2800  HISTORY     - UNK      MONUMENTED       CTGS
 LX2800  HISTORY     - 1985     GOOD             NGS
 LX2800
 LX2800                          STATION DESCRIPTION
 LX2800
 LX2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2800'IN TERRYVILLE.
 LX2800'IN TERRYVILLE, AT THE JUNCTION OF U.S. HIGHWAY 6 AND AGNEY AVENUE, IN
 LX2800'FRONT OF THE THOMASTON SAVINGS BANK - TERRYVILLE OFFICE, 5.39 METERS
 LX2800'(17.7 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15.21 METERS (49.9
 LX2800'FT) NORTHWEST OF THE CENTER OF AGNEY AVENUE, 10.82 METERS (35.5 FT)
 LX2800'SOUTHEAST OF UTILITY POLE NUMBER 5672 WITH STREET LAMP AND
 LX2800'TRANSFORMER, 0.49 METER (1.6 FT) SOUTH OF THE HIGHWAY CURB.
 LX2800'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2799 ***********************************************************************
 LX2799  DESIGNATION -  886 X
 LX2799  PID         -  LX2799
 LX2799  STATE/COUNTY-  CT/LITCHFIELD
 LX2799  USGS QUAD   -  THOMASTON (1976)
 LX2799
 LX2799                         *CURRENT SURVEY CONTROL
 LX2799  ___________________________________________________________________
 LX2799* NAD 83(1986)-  41 40 42.     (N)    073 00 13.     (W)     SCALED    
 LX2799* NAVD 88     -       182.224  (meters)     597.85   (feet)  ADJUSTED  
 LX2799  ___________________________________________________________________
 LX2799  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2799  DYNAMIC HT  -         182.168 (meters)     597.66  (feet)  COMP
 LX2799  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 LX2799
 LX2799  VERT ORDER  -  FIRST     CLASS II
 LX2799
 LX2799.The horizontal coordinates were scaled from a topographic map and have
 LX2799.an estimated accuracy of +/- 6 seconds.
 LX2799
 LX2799.The orthometric height was determined by differential leveling
 LX2799.and adjusted by the National Geodetic Survey in June 1991..
 LX2799
 LX2799.The geoid height was determined by GEOID03.
 LX2799
 LX2799.The dynamic height is computed by dividing the NAVD 88
 LX2799.geopotential number by the normal gravity value computed on the
 LX2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2799.degrees latitude (g = 980.6199 gals.).
 LX2799
 LX2799.The modeled gravity was interpolated from observed gravity values.
 LX2799
 LX2799;                    North         East    Units  Estimated Accuracy
 LX2799;SPC CT       -   246,280.      283,680.      MT  (+/- 180 meters Scaled)
 LX2799
 LX2799                          SUPERSEDED SURVEY CONTROL
 LX2799
 LX2799.No superseded survey control is available for this station.
 LX2799
 LX2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM661159(NAD 83)
 LX2799_MARKER: DD = SURVEY DISK
 LX2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2799_SP_SET: CONCRETE POST
 LX2799_STAMPING: 886 X
 LX2799_MARK LOGO: CTGS  
 LX2799_PROJECTION: FLUSH
 LX2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2799+STABILITY: SURFACE MOTION
 LX2799
 LX2799  HISTORY     - Date     Condition        Report By
 LX2799  HISTORY     - UNK      MONUMENTED       CTGS
 LX2799  HISTORY     - 1985     GOOD             NGS
 LX2799
 LX2799                          STATION DESCRIPTION
 LX2799
 LX2799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2799'IN TERRYVILLE.
 LX2799'IN TERRYVILLE, AT THE SOUTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY
 LX2799'6 AND ALLEN STREET, 5.33 METERS (17.5 FT) SOUTH OF THE CENTER LINE OF
 LX2799'U.S. HIGHWAY 6, 11.12 METERS (36.5 FT) EAST OF THE CENTER OF ALLEN
 LX2799'STREET, 4.57 METERS (15.0 FT) NORTHEAST OF AN FIRE HYDRANT, 0.26 METER
 LX2799'(0.85 FT) SOUTH OF THE HIGHWAY CURB.
 LX2799'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2538 ***********************************************************************
 LX2538  DESIGNATION -  893
 LX2538  PID         -  LX2538
 LX2538  STATE/COUNTY-  CT/LITCHFIELD
 LX2538  USGS QUAD   -  CORNWALL (1984)
 LX2538
 LX2538                         *CURRENT SURVEY CONTROL
 LX2538  ___________________________________________________________________
 LX2538* NAD 83(1986)-  41 46 51.     (N)    073 21 20.     (W)     SCALED    
 LX2538* NAVD 88     -       413.831  (meters)    1357.71   (feet)  ADJUSTED  
 LX2538  ___________________________________________________________________
 LX2538  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2538  DYNAMIC HT  -         413.684 (meters)    1357.23  (feet)  COMP
 LX2538  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 LX2538
 LX2538  VERT ORDER  -  FIRST     CLASS II
 LX2538
 LX2538.The horizontal coordinates were scaled from a topographic map and have
 LX2538.an estimated accuracy of +/- 6 seconds.
 LX2538
 LX2538.The orthometric height was determined by differential leveling
 LX2538.and adjusted by the National Geodetic Survey in June 1991..
 LX2538
 LX2538.The geoid height was determined by GEOID03.
 LX2538
 LX2538.The dynamic height is computed by dividing the NAVD 88
 LX2538.geopotential number by the normal gravity value computed on the
 LX2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2538.degrees latitude (g = 980.6199 gals.).
 LX2538
 LX2538.The modeled gravity was interpolated from observed gravity values.
 LX2538
 LX2538;                    North         East    Units  Estimated Accuracy
 LX2538;SPC CT       -   257,810.      254,460.      MT  (+/- 180 meters Scaled)
 LX2538
 LX2538                          SUPERSEDED SURVEY CONTROL
 LX2538
 LX2538.No superseded survey control is available for this station.
 LX2538
 LX2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM366267(NAD 83)
 LX2538_MARKER: DD = SURVEY DISK
 LX2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2538_SP_SET: CONCRETE POST
 LX2538_STAMPING: 893
 LX2538_MARK LOGO: CTGS  
 LX2538_PROJECTION: FLUSH
 LX2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2538+STABILITY: SURFACE MOTION
 LX2538
 LX2538  HISTORY     - Date     Condition        Report By
 LX2538  HISTORY     - UNK      MONUMENTED       CTGS
 LX2538  HISTORY     - 1985     GOOD             NGS
 LX2538
 LX2538                          STATION DESCRIPTION
 LX2538
 LX2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2538'4.3 KM (2.65 MI) NORTH FROM WARREN.
 LX2538'4.2 KM (2.65 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2538'WARREN TO THE MARK ON THE RIGHT, 9.0 METERS (29.5 FT) EAST OF THE
 LX2538'CENTERLINE OF THE HIGHWAY, 26.0 METERS (85.4 FT) SOUTH OF POWER POLE
 LX2538'6794.
 LX2538'THE MARK IS 0.18 METERS  W FROM  A WITNESS POST
 LX2538'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2536 ***********************************************************************
 LX2536  DESIGNATION -  894 X
 LX2536  PID         -  LX2536
 LX2536  STATE/COUNTY-  CT/LITCHFIELD
 LX2536  USGS QUAD   -  CORNWALL (1984)
 LX2536
 LX2536                         *CURRENT SURVEY CONTROL
 LX2536  ___________________________________________________________________
 LX2536* NAD 83(1986)-  41 47 11.     (N)    073 21 34.     (W)     SCALED    
 LX2536* NAVD 88     -       373.720  (meters)    1226.11   (feet)  ADJUSTED  
 LX2536  ___________________________________________________________________
 LX2536  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX2536  DYNAMIC HT  -         373.589 (meters)    1225.68  (feet)  COMP
 LX2536  MODELED GRAV-     980,260.0   (mgal)                       NAVD 88
 LX2536
 LX2536  VERT ORDER  -  FIRST     CLASS II
 LX2536
 LX2536.The horizontal coordinates were scaled from a topographic map and have
 LX2536.an estimated accuracy of +/- 6 seconds.
 LX2536
 LX2536.The orthometric height was determined by differential leveling
 LX2536.and adjusted by the National Geodetic Survey in June 1991..
 LX2536
 LX2536.The geoid height was determined by GEOID03.
 LX2536
 LX2536.The dynamic height is computed by dividing the NAVD 88
 LX2536.geopotential number by the normal gravity value computed on the
 LX2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2536.degrees latitude (g = 980.6199 gals.).
 LX2536
 LX2536.The modeled gravity was interpolated from observed gravity values.
 LX2536
 LX2536;                    North         East    Units  Estimated Accuracy
 LX2536;SPC CT       -   258,430.      254,140.      MT  (+/- 180 meters Scaled)
 LX2536
 LX2536                          SUPERSEDED SURVEY CONTROL
 LX2536
 LX2536.No superseded survey control is available for this station.
 LX2536
 LX2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM363273(NAD 83)
 LX2536_MARKER: DD = SURVEY DISK
 LX2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2536_SP_SET: CONCRETE POST
 LX2536_STAMPING: 894 X
 LX2536_MARK LOGO: CTGS  
 LX2536_PROJECTION: FLUSH
 LX2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2536+STABILITY: SURFACE MOTION
 LX2536
 LX2536  HISTORY     - Date     Condition        Report By
 LX2536  HISTORY     - UNK      MONUMENTED       CTGS
 LX2536  HISTORY     - 1985     GOOD             NGS
 LX2536
 LX2536                          STATION DESCRIPTION
 LX2536
 LX2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2536'4.8 KM (3.0 MI) NORTH FROM WARREN.
 LX2536'4.8 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2536'WARREN TO THE MARK ON THE LEFT, 9.7 METERS (32.0 FT) WEST-SOUTHWEST OF
 LX2536'THE CENTERLINE OF THE HIGHWAY, 5.6 METERS (18.9 FT) SOUTH-SOUTHWEST OF
 LX2536'POWER POLE 6991.
 LX2536'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2536'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2747 ***********************************************************************
 LX2747  DESIGNATION -  9 N 2
 LX2747  PID         -  LX2747
 LX2747  STATE/COUNTY-  CT/HARTFORD
 LX2747  USGS QUAD   -  MERIDEN (1992)
 LX2747
 LX2747                         *CURRENT SURVEY CONTROL
 LX2747  ___________________________________________________________________
 LX2747* NAD 83(1986)-  41 37 24.     (N)    072 52 22.     (W)     SCALED    
 LX2747* NAVD 88     -        49.920  (meters)     163.78   (feet)  ADJUSTED  
 LX2747  ___________________________________________________________________
 LX2747  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2747  DYNAMIC HT  -          49.904 (meters)     163.73  (feet)  COMP
 LX2747  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 LX2747
 LX2747  VERT ORDER  -  FIRST     CLASS II
 LX2747
 LX2747.The horizontal coordinates were scaled from a topographic map and have
 LX2747.an estimated accuracy of +/- 6 seconds.
 LX2747
 LX2747.The orthometric height was determined by differential leveling
 LX2747.and adjusted by the National Geodetic Survey in June 1991..
 LX2747
 LX2747.The geoid height was determined by GEOID03.
 LX2747
 LX2747.The dynamic height is computed by dividing the NAVD 88
 LX2747.geopotential number by the normal gravity value computed on the
 LX2747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2747.degrees latitude (g = 980.6199 gals.).
 LX2747
 LX2747.The modeled gravity was interpolated from observed gravity values.
 LX2747
 LX2747;                    North         East    Units  Estimated Accuracy
 LX2747;SPC CT       -   240,140.      294,570.      MT  (+/- 180 meters Scaled)
 LX2747
 LX2747                          SUPERSEDED SURVEY CONTROL
 LX2747
 LX2747.No superseded survey control is available for this station.
 LX2747
 LX2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM772101(NAD 83)
 LX2747_MARKER: DD = SURVEY DISK
 LX2747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2747_SP_SET: HEADWALL
 LX2747_STAMPING: 9 N 2
 LX2747_MARK LOGO: CTGS  
 LX2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2747+STABILITY: SURFACE MOTION
 LX2747
 LX2747  HISTORY     - Date     Condition        Report By
 LX2747  HISTORY     - 1937     MONUMENTED       CTGS
 LX2747  HISTORY     - 1985     GOOD             NGS
 LX2747
 LX2747                          STATION DESCRIPTION
 LX2747
 LX2747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2747'0.4 KM (0.25 MI) SOUTH FROM SOUTHINGTON.
 LX2747'0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2747'LOPER STREET IN SOUTHINGTON TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2747'CENTER OF A CONCRETE HEADWALL FOR A PIPE CULVERT UNDER THE HIGHWAY,
 LX2747'5.18 METERS (17.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2747'21.94 METERS (72.0 FT) SOUTH OF THE CENTER OF QUEEN TERRACE,
 LX2747'32.12 METERS (105.4 FT) NORTH OF A FIRE HYDRANT, 13.78 METERS (45.2
 LX2747'FT) SOUTH OF UTILITY POLE 65-1/2 WITH THREE TRANSFORMERS.
 LX2747'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -30.21  (meters)                     GEOID03
 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 GEOID03.
 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_SP_SET: 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 = OCTOBER  8, 2006
 LX3408 ***********************************************************************
 LX3408  DESIGNATION -  90
 LX3408  PID         -  LX3408
 LX3408  STATE/COUNTY-  CT/NEW LONDON
 LX3408  USGS QUAD   -  UNCASVILLE (1984)
 LX3408
 LX3408                         *CURRENT SURVEY CONTROL
 LX3408  ___________________________________________________________________
 LX3408* NAD 83(1986)-  41 25 28.     (N)    072 06 35.     (W)     SCALED    
 LX3408* NAVD 88     -        44.722  (meters)     146.73   (feet)  ADJUSTED  
 LX3408  ___________________________________________________________________
 LX3408  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3408  DYNAMIC HT  -          44.706 (meters)     146.67  (feet)  COMP
 LX3408  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LX3408
 LX3408  VERT ORDER  -  FIRST     CLASS II
 LX3408
 LX3408.The horizontal coordinates were scaled from a topographic map and have
 LX3408.an estimated accuracy of +/- 6 seconds.
 LX3408
 LX3408.The orthometric height was determined by differential leveling
 LX3408.and adjusted by the National Geodetic Survey in June 1991..
 LX3408
 LX3408.The geoid height was determined by GEOID03.
 LX3408
 LX3408.The dynamic height is computed by dividing the NAVD 88
 LX3408.geopotential number by the normal gravity value computed on the
 LX3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3408.degrees latitude (g = 980.6199 gals.).
 LX3408
 LX3408.The modeled gravity was interpolated from observed gravity values.
 LX3408
 LX3408;                    North         East    Units  Estimated Accuracy
 LX3408;SPC CT       -   218,250.      358,320.      MT  (+/- 180 meters Scaled)
 LX3408
 LX3408                          SUPERSEDED SURVEY CONTROL
 LX3408
 LX3408.No superseded survey control is available for this station.
 LX3408
 LX3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL415899(NAD 83)
 LX3408_MARKER: DD = SURVEY DISK
 LX3408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3408_SP_SET: CONCRETE POST
 LX3408_STAMPING: 90
 LX3408_PROJECTION: RECESSED 15 CENTIMETERS
 LX3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3408+STABILITY: SURFACE MOTION
 LX3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3408+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX3408
 LX3408  HISTORY     - Date     Condition        Report By
 LX3408  HISTORY     - UNK      MONUMENTED       LOCENG
 LX3408  HISTORY     - 1986     GOOD             NGS
 LX3408  HISTORY     - 1989     GOOD             USPSQD
 LX3408  HISTORY     - 19900428 GOOD             USPSQD
 LX3408  HISTORY     - 20020328 GOOD             USPSQD
 LX3408
 LX3408                          STATION DESCRIPTION
 LX3408
 LX3408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3408'0.2 KM (0.1 MI) SOUTH FROM WATERFORD MONTVILLE TOWN LINE.
 LX3408'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE
 LX3408'MONTVILLE-WATERFORD TOWN LINE TO THE MARK ON THE LEFT AT THE JUNCTION
 LX3408'OF DONALD AVENUE AND SOUTH OF A CUMBERLAND FARMS STORE AND GAS
 LX3408'STATION, AND NORTH OF THE UNION CEMETERY OF WATERFORD.  IT IS 7.19
 LX3408'METERS (23.6 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 33.07 METERS
 LX3408'(108.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF CUMBERLAND FARMS
 LX3408'STORE, 25.91 METERS (85.0 FT) NORTH OF THE NORTH END OF A STONE WALL
 LX3408'AT NORTH END OF UNION CEMETERY, 25.69 METERS (84.3 FT) NORTH-NORTHEAST
 LX3408'OF AND ACROSS HIGHWAY FROM UTILITY POLE NO. 3490 WITH STREET LAMP AT
 LX3408'JUNCTION OF DONALD AVENUE AND 1.74 METER (5.7 FT) NORTHWEST OF A
 LX3408'30-INCH MAPLE TREE COVERED WITH POISON IVY.
 LX3408'THE MARK IS 0.18 METERS  NW FROM  A WITNESS POST
 LX3408'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3408
 LX3408                          STATION RECOVERY (1989)
 LX3408
 LX3408'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3408'RECOVERED IN GOOD CONDITION.
 LX3408
 LX3408                          STATION RECOVERY (1990)
 LX3408
 LX3408'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3408'RECOVERED IN GOOD CONDITION.
 LX3408
 LX3408                          STATION RECOVERY (2002)
 LX3408
 LX3408'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX3408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0584 ***********************************************************************
 LX0584  DESIGNATION -  90 W
 LX0584  PID         -  LX0584
 LX0584  STATE/COUNTY-  CT/MIDDLESEX
 LX0584  USGS QUAD   -  MIDDLETOWN (1992)
 LX0584
 LX0584                         *CURRENT SURVEY CONTROL
 LX0584  ___________________________________________________________________
 LX0584* NAD 83(1986)-  41 33 22.     (N)    072 38 50.     (W)     SCALED    
 LX0584* NAVD 88     -        16.993  (meters)      55.75   (feet)  ADJUSTED  
 LX0584  ___________________________________________________________________
 LX0584  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX0584  DYNAMIC HT  -          16.988 (meters)      55.73  (feet)  COMP
 LX0584  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 LX0584
 LX0584  VERT ORDER  -  FIRST     CLASS II
 LX0584
 LX0584.The horizontal coordinates were scaled from a topographic map and have
 LX0584.an estimated accuracy of +/- 6 seconds.
 LX0584
 LX0584.The orthometric height was determined by differential leveling
 LX0584.and adjusted by the National Geodetic Survey in June 1991..
 LX0584
 LX0584.The geoid height was determined by GEOID03.
 LX0584
 LX0584.The dynamic height is computed by dividing the NAVD 88
 LX0584.geopotential number by the normal gravity value computed on the
 LX0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0584.degrees latitude (g = 980.6199 gals.).
 LX0584
 LX0584.The modeled gravity was interpolated from observed gravity values.
 LX0584
 LX0584;                    North         East    Units  Estimated Accuracy
 LX0584;SPC CT       -   232,680.      313,380.      MT  (+/- 180 meters Scaled)
 LX0584
 LX0584                          SUPERSEDED SURVEY CONTROL
 LX0584
 LX0584.No superseded survey control is available for this station.
 LX0584
 LX0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM962031(NAD 83)
 LX0584_MARKER: DD = SURVEY DISK
 LX0584_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0584+WITH SETTING: PAVEMENT
 LX0584_STAMPING: 57 90 W 1923
 LX0584_MARK LOGO: USGS  
 LX0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0584+STABILITY: SURFACE MOTION
 LX0584
 LX0584  HISTORY     - Date     Condition        Report By
 LX0584  HISTORY     - 1923     MONUMENTED       USGS
 LX0584  HISTORY     - 1935     GOOD             NGS
 LX0584  HISTORY     - 1984     GOOD             NGS
 LX0584  HISTORY     - 1987     GOOD             USPSQD
 LX0584
 LX0584                          STATION DESCRIPTION
 LX0584
 LX0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0584'AT MIDDLETOWN.
 LX0584'AT MIDDLETOWN, MIDDLESEX COUNTY, AT THE CROSSING OF CRESCENT
 LX0584'AND PLEASANT STREETS, ABOUT 100 FEET WEST OF THE CENTER LINE
 LX0584'OF CRESCENT STREET, 50 FEET SOUTH OF THE CENTER LINE OF PLEASANT
 LX0584'STREET, AT THE SOUTH CONGREGATIONAL CHURCH, IN THE TOP OF THE
 LX0584'SECOND STEP OF THE WEST ENTRANCE, 6 FEET WEST OF THE CENTER
 LX0584'OF THE ENTRANCE, AND ABOUT 2 FEET ABOVE THE SIDEWALK.  A UNITED
 LX0584'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 57 90 W 1923.
 LX0584
 LX0584                          STATION RECOVERY (1984)
 LX0584
 LX0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0584'RECOVERED IN GOOD CONDITION.
 LX0584
 LX0584                          STATION RECOVERY (1987)
 LX0584
 LX0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (CH)
 LX0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2415 ***********************************************************************
 LX2415  DESIGNATION -  909 X
 LX2415  PID         -  LX2415
 LX2415  STATE/COUNTY-  CT/NEW HAVEN
 LX2415  USGS QUAD   -  WATERBURY (1984)
 LX2415
 LX2415                         *CURRENT SURVEY CONTROL
 LX2415  ___________________________________________________________________
 LX2415* NAD 83(1986)-  41 32 46.     (N)    073 01 04.     (W)     SCALED    
 LX2415* NAVD 88     -       116.984  (meters)     383.81   (feet)  ADJUSTED  
 LX2415  ___________________________________________________________________
 LX2415  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX2415  DYNAMIC HT  -         116.948 (meters)     383.69  (feet)  COMP
 LX2415  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 LX2415
 LX2415  VERT ORDER  -  FIRST     CLASS II
 LX2415
 LX2415.The horizontal coordinates were scaled from a topographic map and have
 LX2415.an estimated accuracy of +/- 6 seconds.
 LX2415
 LX2415.The orthometric height was determined by differential leveling
 LX2415.and adjusted by the National Geodetic Survey in June 1991..
 LX2415
 LX2415.The geoid height was determined by GEOID03.
 LX2415
 LX2415.The dynamic height is computed by dividing the NAVD 88
 LX2415.geopotential number by the normal gravity value computed on the
 LX2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2415.degrees latitude (g = 980.6199 gals.).
 LX2415
 LX2415.The modeled gravity was interpolated from observed gravity values.
 LX2415
 LX2415;                    North         East    Units  Estimated Accuracy
 LX2415;SPC CT       -   231,600.      282,460.      MT  (+/- 180 meters Scaled)
 LX2415
 LX2415                          SUPERSEDED SURVEY CONTROL
 LX2415
 LX2415.No superseded survey control is available for this station.
 LX2415
 LX2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM653012(NAD 83)
 LX2415_MARKER: DD = SURVEY DISK
 LX2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2415_SP_SET: CONCRETE POST
 LX2415_STAMPING: 909 X
 LX2415_MARK LOGO: CTGS  
 LX2415_PROJECTION: FLUSH
 LX2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2415+STABILITY: SURFACE MOTION
 LX2415
 LX2415  HISTORY     - Date     Condition        Report By
 LX2415  HISTORY     - UNK      MONUMENTED       CTGS
 LX2415  HISTORY     - 1985     GOOD             NGS
 LX2415
 LX2415                          STATION DESCRIPTION
 LX2415
 LX2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2415'IN WATERBURY.
 LX2415'IN WATERBURY, IN HAMILTON PARK, NEAR THE INTERSECTION OF STATE HIGHWAY
 LX2415'69 (MERIDEN ROAD) AND EAST MAIN STREET, UNDER THREE SPRUCE TREES,
 LX2415'26.21 METERS (86.0 FT) SOUTH-SOUTHWEST OF THE SOUTH CURB OF THE
 LX2415'HIGHWAY, 4.45 METERS (14.6 FT) NORTH-NORTHEAST OF A 46-CM (18-INCH)
 LX2415'SPRUCE TREE, 2.77 METERS (9.1 FT) NORTHEAST OF A 30-CM (12-INCH)
 LX2415'SPRUCE TREE, 2.68 METERS (8.8 FT) NORTH-NORTHEAST OF A 20-CM (8-INCH)
 LX2415'SPRUCE TREE.
 LX2415'THE MARK IS 0.36 METERS  NE FROM  A WITNESS POST
 LX2415'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0582 ***********************************************************************
 LX0582  DESIGNATION -  91 W
 LX0582  PID         -  LX0582
 LX0582  STATE/COUNTY-  CT/MIDDLESEX
 LX0582  USGS QUAD   -  MIDDLETOWN (1992)
 LX0582
 LX0582                         *CURRENT SURVEY CONTROL
 LX0582  ___________________________________________________________________
 LX0582* NAD 83(1986)-  41 33 35.     (N)    072 38 58.     (W)     SCALED    
 LX0582* NAVD 88     -        15.675  (meters)      51.43   (feet)  ADJUSTED  
 LX0582  ___________________________________________________________________
 LX0582  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX0582  DYNAMIC HT  -          15.670 (meters)      51.41  (feet)  COMP
 LX0582  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0582
 LX0582  VERT ORDER  -  SECOND    CLASS 0
 LX0582
 LX0582.The horizontal coordinates were scaled from a topographic map and have
 LX0582.an estimated accuracy of +/- 6 seconds.
 LX0582
 LX0582.The orthometric height was determined by differential leveling
 LX0582.and adjusted by the National Geodetic Survey in June 1991..
 LX0582
 LX0582.The geoid height was determined by GEOID03.
 LX0582
 LX0582.The dynamic height is computed by dividing the NAVD 88
 LX0582.geopotential number by the normal gravity value computed on the
 LX0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0582.degrees latitude (g = 980.6199 gals.).
 LX0582
 LX0582.The modeled gravity was interpolated from observed gravity values.
 LX0582
 LX0582;                    North         East    Units  Estimated Accuracy
 LX0582;SPC CT       -   233,080.      313,190.      MT  (+/- 180 meters Scaled)
 LX0582
 LX0582                          SUPERSEDED SURVEY CONTROL
 LX0582
 LX0582  NGVD 29 (??/??/92)   15.982  (m)           52.43   (f) ADJ UNCH    2 0
 LX0582
 LX0582.Superseded values are not recommended for survey control.
 LX0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0582.See file dsdata.txt to determine how the superseded data were derived.
 LX0582
 LX0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM960035(NAD 83)
 LX0582_MARKER: DD = SURVEY DISK
 LX0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0582_SP_SET: STEP
 LX0582_STAMPING: 52.50 91 W 1923
 LX0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0582
 LX0582  HISTORY     - Date     Condition        Report By
 LX0582  HISTORY     - 1923     MONUMENTED       USGS
 LX0582  HISTORY     - 1935     GOOD             NGS
 LX0582  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0582
 LX0582                          STATION DESCRIPTION
 LX0582
 LX0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0582'AT MIDDLETOWN.
 LX0582'AT MIDDLETOWN, MIDDLESEX COUNTY, AT THE TOWN AND CITY HALL,
 LX0582'IN THE TOP OF THE SOUTH END OF THE UPPER STEP, 4 FEET SOUTH OF
 LX0582'THE CENTER OF THE MAIN ENTRANCE, ABOUT 55 FEET WEST OF THE
 LX0582'CENTER LINE OF MAIN STREET, AND ABOUT 2 FEET ABOVE THE SIDEWALK.
 LX0582'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 52.50
 LX0582'91 W 1923.
 LX0582
 LX0582                          STATION RECOVERY (1985)
 LX0582
 LX0582'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2416 ***********************************************************************
 LX2416  DESIGNATION -  910
 LX2416  PID         -  LX2416
 LX2416  STATE/COUNTY-  CT/NEW HAVEN
 LX2416  USGS QUAD   -  WATERBURY (1984)
 LX2416
 LX2416                         *CURRENT SURVEY CONTROL
 LX2416  ___________________________________________________________________
 LX2416* NAD 83(1986)-  41 32 59.     (N)    073 00 48.     (W)     SCALED    
 LX2416* NAVD 88     -       128.313  (meters)     420.97   (feet)  ADJUSTED  
 LX2416  ___________________________________________________________________
 LX2416  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2416  DYNAMIC HT  -         128.272 (meters)     420.84  (feet)  COMP
 LX2416  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 LX2416
 LX2416  VERT ORDER  -  FIRST     CLASS II
 LX2416
 LX2416.The horizontal coordinates were scaled from a topographic map and have
 LX2416.an estimated accuracy of +/- 6 seconds.
 LX2416
 LX2416.The orthometric height was determined by differential leveling
 LX2416.and adjusted by the National Geodetic Survey in June 1991..
 LX2416
 LX2416.The geoid height was determined by GEOID03.
 LX2416
 LX2416.The dynamic height is computed by dividing the NAVD 88
 LX2416.geopotential number by the normal gravity value computed on the
 LX2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2416.degrees latitude (g = 980.6199 gals.).
 LX2416
 LX2416.The modeled gravity was interpolated from observed gravity values.
 LX2416
 LX2416;                    North         East    Units  Estimated Accuracy
 LX2416;SPC CT       -   232,000.      282,830.      MT  (+/- 180 meters Scaled)
 LX2416
 LX2416                          SUPERSEDED SURVEY CONTROL
 LX2416
 LX2416.No superseded survey control is available for this station.
 LX2416
 LX2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM656016(NAD 83)
 LX2416_MARKER: DD = SURVEY DISK
 LX2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2416_SP_SET: CONCRETE POST
 LX2416_STAMPING: 910
 LX2416_MARK LOGO: CTGS  
 LX2416_PROJECTION: FLUSH
 LX2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2416+STABILITY: SURFACE MOTION
 LX2416
 LX2416  HISTORY     - Date     Condition        Report By
 LX2416  HISTORY     - 1935     MONUMENTED       CTGS
 LX2416  HISTORY     - 1985     GOOD             NGS
 LX2416  HISTORY     - 19910428 GOOD             USPSQD
 LX2416
 LX2416                          STATION DESCRIPTION
 LX2416
 LX2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2416'IN WATERBURY.
 LX2416'IN WATERBURY, 0.5 KM (0.3 MI) NORTHEAST ALONG STATE HIGHWAY 69
 LX2416'(MERIDEN ROAD) FROM THE INTERSECTION OF EAST MAIN STREET TO THE MARK
 LX2416'ON THE LEFT, AT THE JUNCTION OF MANOR AVENUE, IN FRONT OF THE CENTER
 LX2416'GARAGE DOOR ENTRANCE TO ERNIES AUTO BODY WORKS INC., 6.58 METERS (21.6
 LX2416'FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 31.39 METERS
 LX2416'(103.0 FT) SOUTHEAST OF THE CENTERLINE OF MANOR AVENUE, 3.32 METERS
 LX2416'(10.9 FT) SOUTHEAST OF UTILITY POLE F4011.
 LX2416'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2416
 LX2416                          STATION RECOVERY (1991)
 LX2416
 LX2416'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBB)
 LX2416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2423 ***********************************************************************
 LX2423  DESIGNATION -  913 X
 LX2423  PID         -  LX2423
 LX2423  STATE/COUNTY-  CT/HARTFORD
 LX2423  USGS QUAD   -  SOUTHINGTON (1992)
 LX2423
 LX2423                         *CURRENT SURVEY CONTROL
 LX2423  ___________________________________________________________________
 LX2423* NAD 83(1986)-  41 33 47.     (N)    072 54 56.     (W)     SCALED    
 LX2423* NAVD 88     -        47.994  (meters)     157.46   (feet)  ADJUSTED  
 LX2423  ___________________________________________________________________
 LX2423  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2423  DYNAMIC HT  -          47.979 (meters)     157.41  (feet)  COMP
 LX2423  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 LX2423
 LX2423  VERT ORDER  -  FIRST     CLASS II
 LX2423
 LX2423.The horizontal coordinates were scaled from a topographic map and have
 LX2423.an estimated accuracy of +/- 6 seconds.
 LX2423
 LX2423.The orthometric height was determined by differential leveling
 LX2423.and adjusted by the National Geodetic Survey in June 1991..
 LX2423
 LX2423.The geoid height was determined by GEOID03.
 LX2423
 LX2423.The dynamic height is computed by dividing the NAVD 88
 LX2423.geopotential number by the normal gravity value computed on the
 LX2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2423.degrees latitude (g = 980.6199 gals.).
 LX2423
 LX2423.The modeled gravity was interpolated from observed gravity values.
 LX2423
 LX2423;                    North         East    Units  Estimated Accuracy
 LX2423;SPC CT       -   233,460.      290,990.      MT  (+/- 180 meters Scaled)
 LX2423
 LX2423                          SUPERSEDED SURVEY CONTROL
 LX2423
 LX2423.No superseded survey control is available for this station.
 LX2423
 LX2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM738033(NAD 83)
 LX2423_MARKER: DD = SURVEY DISK
 LX2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2423_SP_SET: CONCRETE POST
 LX2423_STAMPING: 913 X
 LX2423_MARK LOGO: CTGS  
 LX2423_PROJECTION: RECESSED 10 CENTIMETERS
 LX2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2423+STABILITY: SURFACE MOTION
 LX2423
 LX2423  HISTORY     - Date     Condition        Report By
 LX2423  HISTORY     - 1963     MONUMENTED       CTGS
 LX2423  HISTORY     - 1985     GOOD             NGS
 LX2423
 LX2423                          STATION DESCRIPTION
 LX2423
 LX2423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2423'IN MARION.
 LX2423'IN MARION, 0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAYS 66 AND 322 FROM
 LX2423'THE INTERSECTION OF MARION AVENUE TO THE MARK ON THE RIGHT, OPPOSITE
 LX2423'AN ACCESS-EXIT RAMP TO INTERSTATE 84, ON THE SOUTH-SOUTHWEST SIDE OF A
 LX2423'STEEL CABLE GUARD RAIL, 10.67 METERS (35.0 FT) SOUTH-SOUTHWEST OF THE
 LX2423'MEDIAN OF THE HIGHWAYS, 14.93 METERS (49.0 FT) NORTHWEST OF THE
 LX2423'EXTENDED MEDIAN OF THE RAMP, 12.92 METERS (42.4 FT) SOUTHEAST OF
 LX2423'UTILITY POLE 2397 WITH ONE GUY WIRE, TRANSFORMER, AND STREET LAMP.
 LX2423'THE MARK IS 0.36 METERS  N FROM  A WITNESS POST
 LX2423'THE MARK IS ABOVE LEVEL WITH HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0580 ***********************************************************************
 LX0580  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0580  DESIGNATION -  92 W
 LX0580  PID         -  LX0580
 LX0580  STATE/COUNTY-  CT/MIDDLESEX
 LX0580  USGS QUAD   -  MIDDLETOWN (1992)
 LX0580
 LX0580                         *CURRENT SURVEY CONTROL
 LX0580  ___________________________________________________________________
 LX0580* NAD 83(1986)-  41 33 59.     (N)    072 39 10.     (W)     SCALED    
 LX0580* NAVD 88     -        16.232  (meters)      53.25   (feet)  ADJUSTED  
 LX0580  ___________________________________________________________________
 LX0580  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX0580  DYNAMIC HT  -          16.227 (meters)      53.24  (feet)  COMP
 LX0580  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 LX0580
 LX0580  VERT ORDER  -  FIRST     CLASS II
 LX0580
 LX0580.The horizontal coordinates were scaled from a topographic map and have
 LX0580.an estimated accuracy of +/- 6 seconds.
 LX0580
 LX0580.The orthometric height was determined by differential leveling
 LX0580.and adjusted by the National Geodetic Survey in June 1991..
 LX0580
 LX0580.This Tidal Bench Mark is designated as VM 2262
 LX0580.by the Center for Operational Oceanographic Products and Services.
 LX0580
 LX0580.The geoid height was determined by GEOID03.
 LX0580
 LX0580.The dynamic height is computed by dividing the NAVD 88
 LX0580.geopotential number by the normal gravity value computed on the
 LX0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0580.degrees latitude (g = 980.6199 gals.).
 LX0580
 LX0580.The modeled gravity was interpolated from observed gravity values.
 LX0580
 LX0580;                    North         East    Units  Estimated Accuracy
 LX0580;SPC CT       -   233,820.      312,910.      MT  (+/- 180 meters Scaled)
 LX0580
 LX0580                          SUPERSEDED SURVEY CONTROL
 LX0580
 LX0580  NGVD 29 (??/??/92)   16.539  (m)           54.26   (f) ADJ UNCH    1 2
 LX0580
 LX0580.Superseded values are not recommended for survey control.
 LX0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0580.See file dsdata.txt to determine how the superseded data were derived.
 LX0580
 LX0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM957042(NAD 83)
 LX0580_MARKER: DD = SURVEY DISK
 LX0580_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0580+WITH SETTING: PAVEMENT
 LX0580_SP_SET: STEPS
 LX0580_STAMPING: 54 92 W 1923
 LX0580_MARK LOGO: USGS  
 LX0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0580+STABILITY: SURFACE MOTION
 LX0580
 LX0580  HISTORY     - Date     Condition        Report By
 LX0580  HISTORY     - 1923     MONUMENTED       USGS
 LX0580  HISTORY     - 1935     GOOD             NGS
 LX0580  HISTORY     - 1984     GOOD             NGS
 LX0580  HISTORY     - 1986     GOOD             NGS
 LX0580
 LX0580                          STATION DESCRIPTION
 LX0580
 LX0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0580'AT MIDDLETOWN.
 LX0580'AT MIDDLETOWN, MIDDLESEX COUNTY, ABOUT 55 FEET NORTH OF THE
 LX0580'JUNCTION OF MAIN STREET AND ST. JOHNS SQUARE, AT ST. JOHNS CHURCH,
 LX0580'IN THE TOP OF THE STEP AT THE WEST ENTRANCE, 5 FEET WEST OF THE
 LX0580'CENTER LINE OF THE ENTRANCE, AND ABOUT LEVEL WITH THE SIDEWALK.
 LX0580'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 54 92
 LX0580'W 1923.
 LX0580
 LX0580                          STATION RECOVERY (1984)
 LX0580
 LX0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0580'RECOVERED IN GOOD CONDITION.
 LX0580
 LX0580                          STATION RECOVERY (1986)
 LX0580
 LX0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6898 ***********************************************************************
 LX6898  DESIGNATION -  93
 LX6898  PID         -  LX6898
 LX6898  STATE/COUNTY-  CT/MIDDLESEX
 LX6898  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6898
 LX6898                         *CURRENT SURVEY CONTROL
 LX6898  ___________________________________________________________________
 LX6898* NAD 83(1996)-  41 36 54.93401(N)    072 37 19.18054(W)     ADJUSTED  
 LX6898* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6898  ___________________________________________________________________
 LX6898  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LX6898  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6898
 LX6898  HORZ ORDER  -  THIRD
 LX6898
 LX6898.The horizontal coordinates were established by classical geodetic methods
 LX6898.and adjusted by the National Geodetic Survey in August 1998..
 LX6898
 LX6898.The orthometric height was scaled from a topographic map.
 LX6898
 LX6898.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6898
 LX6898.The geoid height was determined by GEOID03.
 LX6898
 LX6898;                    North         East     Units Scale Factor Converg.
 LX6898;SPC CT       -   239,248.014   315,469.425   MT  0.99998415   +0 05 05.6
 LX6898;SPC CT       -   784,932.86  1,035,002.61   sFT  0.99998415   +0 05 05.6
 LX6898;UTM  18      - 4,609,791.801   698,129.418   MT  1.00008310   +1 34 47.3
 LX6898
 LX6898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6898!SPC CT       -   1.00000452  x   0.99998415  =   0.99998867
 LX6898!UTM  18      -   1.00000452  x   1.00008310  =   1.00008762
 LX6898
 LX6898                          SUPERSEDED SURVEY CONTROL
 LX6898
 LX6898  NAD 83(1992)-  41 36 54.93337(N)    072 37 19.18051(W) AD(       ) 3
 LX6898  NAD 83(1986)-  41 36 54.93527(N)    072 37 19.18241(W) AD(       ) 3
 LX6898  NAD 27      -  41 36 54.57000(N)    072 37 20.85000(W) AD(       ) 3
 LX6898
 LX6898.Superseded values are not recommended for survey control.
 LX6898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6898.See file dsdata.txt to determine how the superseded data were derived.
 LX6898
 LX6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9812909792(NAD 83)
 LX6898
 LX6898  HISTORY     - Date     Condition        Report By
 LX6898  HISTORY     - 1935     MONUMENTED       CGS
 LX6898  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6898
 LX6898                          STATION DESCRIPTION
 LX6898
 LX6898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6898'ON THE W BANK OF THE CONNECTICUT RIVER NEAR NOOKS HILL.  MARKED
 LX6898'BY DRILL HOLE IN A STONE APPROXIMATELY 38 BY 3 FEET, LOCATED ON
 LX6898'APPROXIMATE HIGH WATER LINE 30 FEET DOWN STREAM FROM THE CENTER
 LX6898'LINE OF THE AMERICAN TELEPHONE COMPANY WIRE CROSSING, 46 FEET
 LX6898'FROM THE TOE OF THE STEEP BANK, AND 47.2 FEET FROM A BLAZE IN A
 LX6898'TRIPLE MAPLE.
 LX6898
 LX6898                          STATION RECOVERY (1948)
 LX6898
 LX6898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6898'THIS STATION HAS BEEN COVERED WITH SAND TO THE EXTENT THAT IT
 LX6898'WOULD NOT BE ECONOMICAL TO RECOVER IN THIS SURVEY.  IF IT WAS
 LX6898'PARTICULARLY NEEDED AT SOME FUTURE DATE, IT COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0928 ***********************************************************************
 LX0928  DESIGNATION -  93 W
 LX0928  PID         -  LX0928
 LX0928  STATE/COUNTY-  CT/NEW HAVEN
 LX0928  USGS QUAD   -  NAUGATUCK (1984)
 LX0928
 LX0928                         *CURRENT SURVEY CONTROL
 LX0928  ___________________________________________________________________
 LX0928* NAD 83(1986)-  41 23 40.     (N)    073 04 24.     (W)     SCALED    
 LX0928* NAVD 88     -        28.080  (meters)      92.13   (feet)  ADJUSTED  
 LX0928  ___________________________________________________________________
 LX0928  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX0928  DYNAMIC HT  -          28.072 (meters)      92.10  (feet)  COMP
 LX0928  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 LX0928
 LX0928  VERT ORDER  -  FIRST     CLASS II
 LX0928
 LX0928.The horizontal coordinates were scaled from a topographic map and have
 LX0928.an estimated accuracy of +/- 6 seconds.
 LX0928
 LX0928.The orthometric height was determined by differential leveling
 LX0928.and adjusted by the National Geodetic Survey in June 1991..
 LX0928.WARNING-Repeat measurements at this control monument indicate possible
 LX0928.vertical movement.
 LX0928
 LX0928.The geoid height was determined by GEOID03.
 LX0928
 LX0928.The dynamic height is computed by dividing the NAVD 88
 LX0928.geopotential number by the normal gravity value computed on the
 LX0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0928.degrees latitude (g = 980.6199 gals.).
 LX0928
 LX0928.The modeled gravity was interpolated from observed gravity values.
 LX0928
 LX0928;                    North         East    Units  Estimated Accuracy
 LX0928;SPC CT       -   214,770.      277,760.      MT  (+/- 180 meters Scaled)
 LX0928
 LX0928                          SUPERSEDED SURVEY CONTROL
 LX0928
 LX0928  NGVD 29 (??/??/92)   28.40   (m)           93.2    (f) COMPUTED    1 2
 LX0928
 LX0928.Superseded values are not recommended for survey control.
 LX0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0928.See file dsdata.txt to determine how the superseded data were derived.
 LX0928
 LX0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL610843(NAD 83)
 LX0928_MARKER: DD = SURVEY DISK
 LX0928_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0928_SP_SET: STEP
 LX0928_STAMPING: 93 W 1922
 LX0928_MARK LOGO: USGS  
 LX0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0928
 LX0928  HISTORY     - Date     Condition        Report By
 LX0928  HISTORY     - 1922     MONUMENTED       USGS
 LX0928  HISTORY     - 1935     GOOD             NGS
 LX0928  HISTORY     - 1982     GOOD             NGS
 LX0928  HISTORY     - 1985     GOOD             NGS
 LX0928  HISTORY     - 1988     GOOD             USPSQD
 LX0928  HISTORY     - 1988     GOOD             USPSQD
 LX0928  HISTORY     - 1988     POOR             USPSQD
 LX0928
 LX0928                          STATION DESCRIPTION
 LX0928
 LX0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0928'IN SEYMOUR.
 LX0928'AT SEYMOUR, NEW HAVEN COUNTY, AT THE CROSSING OF MAIN AND DE FOREST
 LX0928'STREETS, AT THE FRONT STEPS OF THE POST OFFICE, IN THE TOP OF THE
 LX0928'TOP STEP BEHIND A COLUMN, 7 FEET EAST OF THE CENTER OF THE MAIN
 LX0928'ENTRANCE, AND ABOUT 8 FEET HIGHER THAN THE MAIN STREET ROADWAY.
 LX0928'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 93 W 1922.
 LX0928
 LX0928                          STATION RECOVERY (1982)
 LX0928
 LX0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0928'RECOVERED IN GOOD CONDITION.
 LX0928
 LX0928                          STATION RECOVERY (1985)
 LX0928
 LX0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0928'RECOVERED IN GOOD CONDITION.
 LX0928
 LX0928                          STATION RECOVERY (1988)
 LX0928
 LX0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBB)
 LX0928'RECOVERED IN GOOD CONDITION.
 LX0928
 LX0928                          STATION RECOVERY (1988)
 LX0928
 LX0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX0928'RECOVERED IN GOOD CONDITION.
 LX0928
 LX0928                          STATION RECOVERY (1988)
 LX0928
 LX0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0928'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2129 ***********************************************************************
 LX2129  DESIGNATION -  950 X
 LX2129  PID         -  LX2129
 LX2129  STATE/COUNTY-  CT/NEW LONDON
 LX2129  USGS QUAD   -  NORWICH (1983)
 LX2129
 LX2129                         *CURRENT SURVEY CONTROL
 LX2129  ___________________________________________________________________
 LX2129* NAD 83(1986)-  41 37 12.     (N)    072 07 05.     (W)     SCALED    
 LX2129* NAVD 88     -        44.061  (meters)     144.56   (feet)  ADJUSTED  
 LX2129  ___________________________________________________________________
 LX2129  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX2129  DYNAMIC HT  -          44.046 (meters)     144.51  (feet)  COMP
 LX2129  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX2129
 LX2129  VERT ORDER  -  FIRST     CLASS II
 LX2129
 LX2129.The horizontal coordinates were scaled from a topographic map and have
 LX2129.an estimated accuracy of +/- 6 seconds.
 LX2129
 LX2129.The orthometric height was determined by differential leveling
 LX2129.and adjusted by the National Geodetic Survey in June 1991..
 LX2129
 LX2129.The geoid height was determined by GEOID03.
 LX2129
 LX2129.The dynamic height is computed by dividing the NAVD 88
 LX2129.geopotential number by the normal gravity value computed on the
 LX2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2129.degrees latitude (g = 980.6199 gals.).
 LX2129
 LX2129.The modeled gravity was interpolated from observed gravity values.
 LX2129
 LX2129;                    North         East    Units  Estimated Accuracy
 LX2129;SPC CT       -   239,960.      357,470.      MT  (+/- 180 meters Scaled)
 LX2129
 LX2129                          SUPERSEDED SURVEY CONTROL
 LX2129
 LX2129.No superseded survey control is available for this station.
 LX2129
 LX2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM401115(NAD 83)
 LX2129_MARKER: DD = SURVEY DISK
 LX2129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2129_SP_SET: CONCRETE POST
 LX2129_STAMPING: 950 X
 LX2129_MARK LOGO: CTGS  
 LX2129_PROJECTION: FLUSH
 LX2129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2129+STABILITY: SURFACE MOTION
 LX2129
 LX2129  HISTORY     - Date     Condition        Report By
 LX2129  HISTORY     - UNK      MONUMENTED       CTGS
 LX2129  HISTORY     - 1984     GOOD             NGS
 LX2129  HISTORY     - 19901008 GOOD             USPSQD
 LX2129
 LX2129                          STATION DESCRIPTION
 LX2129
 LX2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2129'3.0 KM (1.9 MI) WNW FROM BALTIC.
 LX2129'3.0 KM (1.9 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 207 FROM THE
 LX2129'JUNCTION OF STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE RIGHT,
 LX2129'5.94 METERS (19.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.11
 LX2129'METERS (13.5 FT) SOUTH OF THE SOUTH END OF THE EAST CONCRETE GUARD
 LX2129'RAIL OF THE HIGHWAY 207 BRIDGE OVER BEAVER BROOK, 12.34 METERS
 LX2129'(40.5 FT) NORTH OF THE CENTER OF A GRAVEL ENTRANCE DRIVE OF A SINGLE
 LX2129'STORY FRAME HOUSE.
 LX2129'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2129
 LX2129                          STATION RECOVERY (1990)
 LX2129
 LX2129'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6822 ***********************************************************************
 LX6822  DESIGNATION -  96
 LX6822  PID         -  LX6822
 LX6822  STATE/COUNTY-  CT/MIDDLESEX
 LX6822  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6822
 LX6822                         *CURRENT SURVEY CONTROL
 LX6822  ___________________________________________________________________
 LX6822* NAD 83(1996)-  41 36 58.38646(N)    072 37 05.56882(W)     ADJUSTED  
 LX6822* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX6822  ___________________________________________________________________
 LX6822  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LX6822  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6822
 LX6822  HORZ ORDER  -  THIRD
 LX6822
 LX6822.The horizontal coordinates were established by classical geodetic methods
 LX6822.and adjusted by the National Geodetic Survey in August 1998..
 LX6822
 LX6822.The orthometric height was scaled from a topographic map.
 LX6822
 LX6822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6822
 LX6822.The geoid height was determined by GEOID03.
 LX6822
 LX6822;                    North         East     Units Scale Factor Converg.
 LX6822;SPC CT       -   239,355.000   315,784.399   MT  0.99998418   +0 05 14.6
 LX6822;SPC CT       -   785,283.86  1,036,035.98   sFT  0.99998418   +0 05 14.6
 LX6822;UTM  18      - 4,609,906.979   698,441.525   MT  1.00008462   +1 34 56.5
 LX6822
 LX6822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6822!SPC CT       -   1.00000437  x   0.99998418  =   0.99998855
 LX6822!UTM  18      -   1.00000437  x   1.00008462  =   1.00008899
 LX6822
 LX6822|---------------------------------------------------------------------|
 LX6822| PID    Reference Object                     Distance      Geod. Az  |
 LX6822|                                                           dddmmss.s |
 LX6822| CZ6900 96 RM 2                               4.770 METERS 07359     |
 LX6822| LX6823 DIKE                                APPROX. 0.6 KM 1912500.6 |
 LX6822| LX6898 93                                  332.653 METERS 25120     |
 LX6822| LX6951 BLOWHOLE                            APPROX. 1.1 KM 3011735.5 |
 LX6822| CZ6899 96 RM 1                               3.960 METERS 32833     |
 LX6822|---------------------------------------------------------------------|
 LX6822
 LX6822                          SUPERSEDED SURVEY CONTROL
 LX6822
 LX6822  NAD 83(1992)-  41 36 58.38583(N)    072 37 05.56878(W) AD(       ) 3
 LX6822  NAD 83(1986)-  41 36 58.38771(N)    072 37 05.57070(W) AD(       ) 3
 LX6822  NAD 27      -  41 36 58.02100(N)    072 37 07.24300(W) AD(       ) 3
 LX6822
 LX6822.Superseded values are not recommended for survey control.
 LX6822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6822.See file dsdata.txt to determine how the superseded data were derived.
 LX6822
 LX6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9844209907(NAD 83)
 LX6822
 LX6822  HISTORY     - Date     Condition        Report By
 LX6822  HISTORY     - 1935     MONUMENTED       CGS
 LX6822  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6822
 LX6822                          STATION DESCRIPTION
 LX6822
 LX6822'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6822'THE STATION IS REACHED FROM THE INTERSECTION OF ROUTE 15 AND
 LX6822'MONQUNK MEADOW ROAD.  GO NORTHERLY ALONG THE MEADOW ROAD 1.25
 LX6822'MILES TO THE AMERICAN TELEPHONE TOWER ON THE E BANK OF THE
 LX6822'CONNECTICUT RIVER.  THE STATION IS MARKED BY A BRASS PLUG SET IN
 LX6822'A DRILL HOLE IN THE SW CORNER OF THE SOUTHERLY DEAD MAN AT THE
 LX6822'TOWER.  THE DEAD MAN IS MADE OF BROWN SANDSTONE ROCK AND IS AT
 LX6822'THE WATERS EDGE.
 LX6822'
 LX6822'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6822'THE NORTHWESTERLY CORNER OF THE DEAD MAN.  REFERENCE MARK NO. 2 IS
 LX6822'A STANDARD DISK SET IN THE SOUTHEASTERLY CORNER OF THE DEAD MAN.
 LX6822'
 LX6822'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 6.96 METERS.
 LX6822'
 LX6822'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6822
 LX6822                          STATION RECOVERY (1969)
 LX6822
 LX6822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6822'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LX6822'CONDITION.  THE TELEPHONE TOWER IS NO LONGER IN EXISTENCE, BUT
 LX6822'THE BROWN SANDSTONE DEADMAN IS EASILY VISIBLE FROM THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2584 ***********************************************************************
 LX2584  DESIGNATION -  97
 LX2584  PID         -  LX2584
 LX2584  STATE/COUNTY-  CT/LITCHFIELD
 LX2584  USGS QUAD   -  WOODBURY (1984)
 LX2584
 LX2584                         *CURRENT SURVEY CONTROL
 LX2584  ___________________________________________________________________
 LX2584* NAD 83(1986)-  41 31 38.     (N)    073 12 11.     (W)     SCALED    
 LX2584* NAVD 88     -        72.035  (meters)     236.33   (feet)  ADJUSTED  
 LX2584  ___________________________________________________________________
 LX2584  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2584  DYNAMIC HT  -          72.012 (meters)     236.26  (feet)  COMP
 LX2584  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LX2584
 LX2584  VERT ORDER  -  FIRST     CLASS II
 LX2584
 LX2584.The horizontal coordinates were scaled from a topographic map and have
 LX2584.an estimated accuracy of +/- 6 seconds.
 LX2584
 LX2584.The orthometric height was determined by differential leveling
 LX2584.and adjusted by the National Geodetic Survey in June 1991..
 LX2584
 LX2584.The geoid height was determined by GEOID03.
 LX2584
 LX2584.The dynamic height is computed by dividing the NAVD 88
 LX2584.geopotential number by the normal gravity value computed on the
 LX2584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2584.degrees latitude (g = 980.6199 gals.).
 LX2584
 LX2584.The modeled gravity was interpolated from observed gravity values.
 LX2584
 LX2584;                    North         East    Units  Estimated Accuracy
 LX2584;SPC CT       -   229,560.      266,990.      MT  (+/- 180 meters Scaled)
 LX2584
 LX2584                          SUPERSEDED SURVEY CONTROL
 LX2584
 LX2584.No superseded survey control is available for this station.
 LX2584
 LX2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL499988(NAD 83)
 LX2584_MARKER: DD = SURVEY DISK
 LX2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2584_SP_SET: CONCRETE POST
 LX2584_STAMPING: 97
 LX2584_MARK LOGO: CTGS  
 LX2584_PROJECTION: FLUSH
 LX2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2584+STABILITY: SURFACE MOTION
 LX2584
 LX2584  HISTORY     - Date     Condition        Report By
 LX2584  HISTORY     - UNK      MONUMENTED       CTGS
 LX2584  HISTORY     - 1985     GOOD             NGS
 LX2584
 LX2584                          STATION DESCRIPTION
 LX2584
 LX2584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2584'IN WOODBURY.
 LX2584'IN WOODBURY, AT THE JUNCITON OF U.S. HIGHWAY 6 AND STATE HIGHWAY 64,
 LX2584'NEAR A MEMORIAL TO GEORGE WASHINGTON, 11.73 METERS (38.5 FT) EAST OF
 LX2584'THE CENTERLINE OF HIGHWAY 6, 19.81 METERS (65.0 FT) SOUTHWEST OF A
 LX2584'STONE MEMORIAL WITH PLAQUE, 3.47 METERS (11.4 FT) SOUTHEAST OF THE
 LX2584'CENTER OF A HEADWALL FOR A STORM DRAIN.
 LX2584'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX2584'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1789 ***********************************************************************
 LW1789  DESIGNATION -  972
 LW1789  PID         -  LW1789
 LW1789  STATE/COUNTY-  CT/WINDHAM
 LW1789  USGS QUAD   -  PUTNAM (1970)
 LW1789
 LW1789                         *CURRENT SURVEY CONTROL
 LW1789  ___________________________________________________________________
 LW1789* NAD 83(1986)-  41 58 10.     (N)    071 53 38.     (W)     SCALED    
 LW1789* NAVD 88     -       101.237  (meters)     332.14   (feet)  ADJUSTED  
 LW1789  ___________________________________________________________________
 LW1789  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW1789  DYNAMIC HT  -         101.205 (meters)     332.04  (feet)  COMP
 LW1789  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 LW1789
 LW1789  VERT ORDER  -  FIRST     CLASS II
 LW1789
 LW1789.The horizontal coordinates were scaled from a topographic map and have
 LW1789.an estimated accuracy of +/- 6 seconds.
 LW1789
 LW1789.The orthometric height was determined by differential leveling
 LW1789.and adjusted by the National Geodetic Survey in June 1991..
 LW1789
 LW1789.The geoid height was determined by GEOID03.
 LW1789
 LW1789.The dynamic height is computed by dividing the NAVD 88
 LW1789.geopotential number by the normal gravity value computed on the
 LW1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1789.degrees latitude (g = 980.6199 gals.).
 LW1789
 LW1789.The modeled gravity was interpolated from observed gravity values.
 LW1789
 LW1789;                    North         East    Units  Estimated Accuracy
 LW1789;SPC CT       -   278,930.      375,760.      MT  (+/- 180 meters Scaled)
 LW1789
 LW1789                          SUPERSEDED SURVEY CONTROL
 LW1789
 LW1789.No superseded survey control is available for this station.
 LW1789
 LW1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG602504(NAD 83)
 LW1789_MARKER: DD = SURVEY DISK
 LW1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1789_SP_SET: CONCRETE POST
 LW1789_STAMPING: 972
 LW1789_MARK LOGO: CTGS  
 LW1789_PROJECTION: PROJECTING 4 CENTIMETERS
 LW1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1789+STABILITY: SURFACE MOTION
 LW1789
 LW1789  HISTORY     - Date     Condition        Report By
 LW1789  HISTORY     - 1937     MONUMENTED       CTGS
 LW1789  HISTORY     - 1986     GOOD             NGS
 LW1789
 LW1789                          STATION DESCRIPTION
 LW1789
 LW1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1789'0.2 KM (0.15 MI) NORTH FROM GROSVENOR DALE.
 LW1789'0.2 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1789'STATE HIGHWAY 200 IN GROSVENOR DALE TO THE MARK ON THE LEFT BETWEEN
 LW1789'AND ACROSS THE HIGHWAY FROM UTILITY POLES NO. 223 AND 224.  IT IS 6.10
 LW1789'METERS (20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 3.05
 LW1789'METERS (10.0 FT) SOUTHEAST OF A FIRE HYDRANT.
 LW1789'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1790 ***********************************************************************
 LW1790  DESIGNATION -  973
 LW1790  PID         -  LW1790
 LW1790  STATE/COUNTY-  CT/WINDHAM
 LW1790  USGS QUAD   -  PUTNAM (1970)
 LW1790
 LW1790                         *CURRENT SURVEY CONTROL
 LW1790  ___________________________________________________________________
 LW1790* NAD 83(1986)-  41 58 24.     (N)    071 53 51.     (W)     SCALED    
 LW1790* NAVD 88     -       105.322  (meters)     345.54   (feet)  ADJUSTED  
 LW1790  ___________________________________________________________________
 LW1790  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LW1790  DYNAMIC HT  -         105.288 (meters)     345.43  (feet)  COMP
 LW1790  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LW1790
 LW1790  VERT ORDER  -  FIRST     CLASS II
 LW1790
 LW1790.The horizontal coordinates were scaled from a topographic map and have
 LW1790.an estimated accuracy of +/- 6 seconds.
 LW1790
 LW1790.The orthometric height was determined by differential leveling
 LW1790.and adjusted by the National Geodetic Survey in June 1991..
 LW1790
 LW1790.The geoid height was determined by GEOID03.
 LW1790
 LW1790.The dynamic height is computed by dividing the NAVD 88
 LW1790.geopotential number by the normal gravity value computed on the
 LW1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1790.degrees latitude (g = 980.6199 gals.).
 LW1790
 LW1790.The modeled gravity was interpolated from observed gravity values.
 LW1790
 LW1790;                    North         East    Units  Estimated Accuracy
 LW1790;SPC CT       -   279,360.      375,460.      MT  (+/- 180 meters Scaled)
 LW1790
 LW1790                          SUPERSEDED SURVEY CONTROL
 LW1790
 LW1790.No superseded survey control is available for this station.
 LW1790
 LW1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG599508(NAD 83)
 LW1790_MARKER: DD = SURVEY DISK
 LW1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1790_SP_SET: CONCRETE POST
 LW1790_STAMPING: 973
 LW1790_MARK LOGO: CTGS  
 LW1790_PROJECTION: RECESSED 16 CENTIMETERS
 LW1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1790+STABILITY: SURFACE MOTION
 LW1790
 LW1790  HISTORY     - Date     Condition        Report By
 LW1790  HISTORY     - 1937     MONUMENTED       CTGS
 LW1790  HISTORY     - 1986     GOOD             NGS
 LW1790
 LW1790                          STATION DESCRIPTION
 LW1790
 LW1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1790'0.8 KM (0.5 MI) NORTH FROM GROSVENOR DALE.
 LW1790'0.8 KM (0.5 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1790'STATE HIGHWAY 200 IN GROSVENOR DALE TO THE MARK ON THE RIGHT.  IT IS
 LW1790'8.84 METERS (29.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LW1790'17.22 METERS (56.5 FT) NORTHWEST OF THE CENTER OF THATCHER ROAD AND
 LW1790'1.71 METERS (5.6 FT) SOUTHWEST OF A STONE WALL.
 LW1790'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2579 ***********************************************************************
 LX2579  DESIGNATION -  98
 LX2579  PID         -  LX2579
 LX2579  STATE/COUNTY-  CT/LITCHFIELD
 LX2579  USGS QUAD   -  WOODBURY (1984)
 LX2579
 LX2579                         *CURRENT SURVEY CONTROL
 LX2579  ___________________________________________________________________
 LX2579* NAD 83(1986)-  41 32 48.     (N)    073 12 29.     (W)     SCALED    
 LX2579* NAVD 88     -        80.091  (meters)     262.77   (feet)  ADJUSTED  
 LX2579  ___________________________________________________________________
 LX2579  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2579  DYNAMIC HT  -          80.064 (meters)     262.68  (feet)  COMP
 LX2579  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LX2579
 LX2579  VERT ORDER  -  FIRST     CLASS II
 LX2579
 LX2579.The horizontal coordinates were scaled from a topographic map and have
 LX2579.an estimated accuracy of +/- 6 seconds.
 LX2579
 LX2579.The orthometric height was determined by differential leveling
 LX2579.and adjusted by the National Geodetic Survey in June 1991..
 LX2579
 LX2579.The geoid height was determined by GEOID03.
 LX2579
 LX2579.The dynamic height is computed by dividing the NAVD 88
 LX2579.geopotential number by the normal gravity value computed on the
 LX2579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2579.degrees latitude (g = 980.6199 gals.).
 LX2579
 LX2579.The modeled gravity was interpolated from observed gravity values.
 LX2579
 LX2579;                    North         East    Units  Estimated Accuracy
 LX2579;SPC CT       -   231,720.      266,580.      MT  (+/- 180 meters Scaled)
 LX2579
 LX2579                          SUPERSEDED SURVEY CONTROL
 LX2579
 LX2579.No superseded survey control is available for this station.
 LX2579
 LX2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM494009(NAD 83)
 LX2579_MARKER: DD = SURVEY DISK
 LX2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2579_SP_SET: CONCRETE POST
 LX2579_STAMPING: 98
 LX2579_MARK LOGO: CTGS  
 LX2579_PROJECTION: PROJECTING 10 CENTIMETERS
 LX2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2579+STABILITY: SURFACE MOTION
 LX2579
 LX2579  HISTORY     - Date     Condition        Report By
 LX2579  HISTORY     - UNK      MONUMENTED       CTGS
 LX2579  HISTORY     - 1985     GOOD             NGS
 LX2579
 LX2579                          STATION DESCRIPTION
 LX2579
 LX2579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2579'0.5 KM (0.3 MI) SW FROM WOODBURY.
 LX2579'0.5 KM (0.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LX2579'STATE HIGHWAY 47 IN WOODBURY TO THE MARK ON THE RIGHT, AT THE JUNCTION
 LX2579'OF SCHOOL STREET, 11.58 METERS (38.0 FT) SOUTH OF THE CENTERLINE OF
 LX2579'THE HIGHWAY, 27.58 METERS (90.5 FT) EAST OF THE CENTERLINE OF SCHOOL
 LX2579'STREET, 0.36 METER (1.2 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 LX2579'THE MARK IS 0.58 METERS  W FROM  A WITNESS POST
 LX2579'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6819 ***********************************************************************
 LX6819  DESIGNATION -  98
 LX6819  PID         -  LX6819
 LX6819  STATE/COUNTY-  CT/MIDDLESEX
 LX6819  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6819
 LX6819                         *CURRENT SURVEY CONTROL
 LX6819  ___________________________________________________________________
 LX6819* NAD 83(1996)-  41 36 45.59602(N)    072 36 48.58817(W)     ADJUSTED  
 LX6819* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6819  ___________________________________________________________________
 LX6819  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LX6819  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6819
 LX6819  HORZ ORDER  -  THIRD
 LX6819
 LX6819.The horizontal coordinates were established by classical geodetic methods
 LX6819.and adjusted by the National Geodetic Survey in August 1998..
 LX6819
 LX6819.The orthometric height was scaled from a topographic map.
 LX6819
 LX6819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6819
 LX6819.The geoid height was determined by GEOID03.
 LX6819
 LX6819;                    North         East     Units Scale Factor Converg.
 LX6819;SPC CT       -   238,961.011   316,178.149   MT  0.99998409   +0 05 25.8
 LX6819;SPC CT       -   783,991.25  1,037,327.81   sFT  0.99998409   +0 05 25.8
 LX6819;UTM  18      - 4,609,523.358   698,845.461   MT  1.00008660   +1 35 07.3
 LX6819
 LX6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6819!SPC CT       -   1.00000468  x   0.99998409  =   0.99998877
 LX6819!UTM  18      -   1.00000468  x   1.00008660  =   1.00009128
 LX6819
 LX6819                          SUPERSEDED SURVEY CONTROL
 LX6819
 LX6819  NAD 83(1992)-  41 36 45.59539(N)    072 36 48.58814(W) AD(       ) 3
 LX6819  NAD 83(1986)-  41 36 45.59728(N)    072 36 48.59006(W) AD(       ) 3
 LX6819  NAD 27      -  41 36 45.23000(N)    072 36 50.26000(W) AD(       ) 3
 LX6819
 LX6819.Superseded values are not recommended for survey control.
 LX6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6819.See file dsdata.txt to determine how the superseded data were derived.
 LX6819
 LX6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9884509523(NAD 83)
 LX6819
 LX6819  HISTORY     - Date     Condition        Report By
 LX6819  HISTORY     - 1935     MONUMENTED       CGS
 LX6819
 LX6819                          STATION DESCRIPTION
 LX6819
 LX6819'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6819'THE STATION IS MARKED BY AN IRON PIPE DRIVEN FLUSH WITH THE
 LX6819'GROUND ON THE E BANK OF THE CONNECTICUT RIVER E OF THE MIDDLE
 LX6819'STONE JETTY AT THE NORTHERLY END OF THE GILDERSLEVE ISLAND
 LX6819'REVETMENT.  IT IS ABOUT A QUARTER OF A MILE S OF THE TELEPHONE
 LX6819'TOWER.  THE STATION WAS ESTABLISHED IN 1931 BY THE U.S.
 LX6819'ENGINEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2223 ***********************************************************************
 LX2223  DESIGNATION -  99 W
 LX2223  PID         -  LX2223
 LX2223  STATE/COUNTY-  CT/MIDDLESEX
 LX2223  USGS QUAD   -  HADDAM (1971)
 LX2223
 LX2223                         *CURRENT SURVEY CONTROL
 LX2223  ___________________________________________________________________
 LX2223* NAD 83(1986)-  41 29 48.     (N)    072 33 32.     (W)     SCALED    
 LX2223* NAVD 88     -        18.885  (meters)      61.96   (feet)  ADJUSTED  
 LX2223  ___________________________________________________________________
 LX2223  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX2223  DYNAMIC HT  -          18.879 (meters)      61.94  (feet)  COMP
 LX2223  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX2223
 LX2223  VERT ORDER  -  FIRST     CLASS II
 LX2223
 LX2223.The horizontal coordinates were scaled from a topographic map and have
 LX2223.an estimated accuracy of +/- 6 seconds.
 LX2223
 LX2223.The orthometric height was determined by differential leveling
 LX2223.and adjusted by the National Geodetic Survey in June 1991..
 LX2223
 LX2223.The geoid height was determined by GEOID03.
 LX2223
 LX2223.The dynamic height is computed by dividing the NAVD 88
 LX2223.geopotential number by the normal gravity value computed on the
 LX2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2223.degrees latitude (g = 980.6199 gals.).
 LX2223
 LX2223.The modeled gravity was interpolated from observed gravity values.
 LX2223
 LX2223;                    North         East    Units  Estimated Accuracy
 LX2223;SPC CT       -   226,090.      320,760.      MT  (+/- 180 meters Scaled)
 LX2223
 LX2223                          SUPERSEDED SURVEY CONTROL
 LX2223
 LX2223.No superseded survey control is available for this station.
 LX2223
 LX2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL037967(NAD 83)
 LX2223_MARKER: DB = BENCH MARK DISK
 LX2223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2223_SP_SET: WINGWALL
 LX2223_STAMPING: 99 W 1923 62
 LX2223_MARK LOGO: USGS  
 LX2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2223+STABILITY: SURFACE MOTION
 LX2223
 LX2223  HISTORY     - Date     Condition        Report By
 LX2223  HISTORY     - 1923     MONUMENTED       USGS
 LX2223  HISTORY     - 1984     GOOD             NGS
 LX2223  HISTORY     - 19970220 GOOD             USPSQD
 LX2223
 LX2223                          STATION DESCRIPTION
 LX2223
 LX2223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2223'IN HIGGANUM.
 LX2223'IN HIGGANUM, AT THE JUNCTION OF STATE HIGHWAYS 9A AND 81, IN THE
 LX2223'NORTHWEST WINGWALL OF A BRIDGE OVER CANDLEWOOD HILL BROOK, 7.3 METERS
 LX2223'(24.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LX2223'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2223
 LX2223                          STATION RECOVERY (1997)
 LX2223
 LX2223'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3219 ***********************************************************************
 LX3219  DESIGNATION -  997 X
 LX3219  PID         -  LX3219
 LX3219  STATE/COUNTY-  CT/NEW LONDON
 LX3219  USGS QUAD   -  UNCASVILLE (1984)
 LX3219
 LX3219                         *CURRENT SURVEY CONTROL
 LX3219  ___________________________________________________________________
 LX3219* NAD 83(1986)-  41 29 34.     (N)    072 01 16.     (W)     SCALED    
 LX3219* NAVD 88     -        36.577  (meters)     120.00   (feet)  ADJUSTED  
 LX3219  ___________________________________________________________________
 LX3219  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX3219  DYNAMIC HT  -          36.564 (meters)     119.96  (feet)  COMP
 LX3219  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LX3219
 LX3219  VERT ORDER  -  FIRST     CLASS II
 LX3219
 LX3219.The horizontal coordinates were scaled from a topographic map and have
 LX3219.an estimated accuracy of +/- 6 seconds.
 LX3219
 LX3219.The orthometric height was determined by differential leveling
 LX3219.and adjusted by the National Geodetic Survey in June 1991..
 LX3219
 LX3219.The geoid height was determined by GEOID03.
 LX3219
 LX3219.The dynamic height is computed by dividing the NAVD 88
 LX3219.geopotential number by the normal gravity value computed on the
 LX3219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3219.degrees latitude (g = 980.6199 gals.).
 LX3219
 LX3219.The modeled gravity was interpolated from observed gravity values.
 LX3219
 LX3219;                    North         East    Units  Estimated Accuracy
 LX3219;SPC CT       -   225,890.      365,670.      MT  (+/- 180 meters Scaled)
 LX3219
 LX3219                          SUPERSEDED SURVEY CONTROL
 LX3219
 LX3219.No superseded survey control is available for this station.
 LX3219
 LX3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL486977(NAD 83)
 LX3219_MARKER: DD = SURVEY DISK
 LX3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3219_SP_SET: CONCRETE POST
 LX3219_STAMPING: 997 X
 LX3219_MARK LOGO: CTGS  
 LX3219_PROJECTION: FLUSH
 LX3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3219+STABILITY: SURFACE MOTION
 LX3219
 LX3219  HISTORY     - Date     Condition        Report By
 LX3219  HISTORY     - 1964     MONUMENTED       CTGS
 LX3219  HISTORY     - 1986     GOOD             NGS
 LX3219  HISTORY     - 1989     GOOD             USPSQD
 LX3219  HISTORY     - 19901014 GOOD             USPSQD
 LX3219
 LX3219                          STATION DESCRIPTION
 LX3219
 LX3219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3219'3.2 KM (2.0 MI) NW FROM PRESTON.
 LX3219'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION WITH
 LX3219'STATE HIGHWAY 164 IN PRESTON TO THE MARK ON THE LEFT.  IT IS 10.24
 LX3219'METERS (33.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.32 METERS
 LX3219'(27.3 FT) EAST OF SNET BRACE POLE NO. 851S WITH TWO GUY WIRES, 4.17
 LX3219'METERS (13.7 FT) NORTH OF THE INTERSECTION OF A STONE AND WIRE FENCE
 LX3219'AND 2.35 METERS (7.7 FT) EAST OF A DRILL HOLE IN A 3 X 4 ROCK OUTCROP.
 LX3219'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3219'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX3219
 LX3219                          STATION RECOVERY (1989)
 LX3219
 LX3219'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3219'RECOVERED IN GOOD CONDITION.
 LX3219
 LX3219                          STATION RECOVERY (1990)
 LX3219
 LX3219'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3300 ***********************************************************************
 LX3300  DESIGNATION -  999
 LX3300  PID         -  LX3300
 LX3300  STATE/COUNTY-  CT/NEW LONDON
 LX3300  USGS QUAD   -  WILLIMANTIC (1984)
 LX3300
 LX3300                         *CURRENT SURVEY CONTROL
 LX3300  ___________________________________________________________________
 LX3300* NAD 83(1986)-  41 37 31.     (N)    072 14 27.     (W)     SCALED    
 LX3300* NAVD 88     -       157.881  (meters)     517.98   (feet)  ADJUSTED  
 LX3300  ___________________________________________________________________
 LX3300  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3300  DYNAMIC HT  -         157.824 (meters)     517.79  (feet)  COMP
 LX3300  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 LX3300
 LX3300  VERT ORDER  -  FIRST     CLASS II
 LX3300
 LX3300.The horizontal coordinates were scaled from a topographic map and have
 LX3300.an estimated accuracy of +/- 6 seconds.
 LX3300
 LX3300.The orthometric height was determined by differential leveling
 LX3300.and adjusted by the National Geodetic Survey in June 1991..
 LX3300
 LX3300.The geoid height was determined by GEOID03.
 LX3300
 LX3300.The dynamic height is computed by dividing the NAVD 88
 LX3300.geopotential number by the normal gravity value computed on the
 LX3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3300.degrees latitude (g = 980.6199 gals.).
 LX3300
 LX3300.The modeled gravity was interpolated from observed gravity values.
 LX3300
 LX3300;                    North         East    Units  Estimated Accuracy
 LX3300;SPC CT       -   240,480.      347,230.      MT  (+/- 180 meters Scaled)
 LX3300
 LX3300                          SUPERSEDED SURVEY CONTROL
 LX3300
 LX3300.No superseded survey control is available for this station.
 LX3300
 LX3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM298118(NAD 83)
 LX3300_MARKER: DD = SURVEY DISK
 LX3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3300_SP_SET: CONCRETE POST
 LX3300_STAMPING: 999
 LX3300_MARK LOGO: CTGS  
 LX3300_PROJECTION: PROJECTING 10 CENTIMETERS
 LX3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3300+STABILITY: SURFACE MOTION
 LX3300
 LX3300  HISTORY     - Date     Condition        Report By
 LX3300  HISTORY     - 1937     MONUMENTED       CTGS
 LX3300  HISTORY     - 1986     GOOD             NGS
 LX3300  HISTORY     - 19901020 GOOD             USPSQD
 LX3300
 LX3300                          STATION DESCRIPTION
 LX3300
 LX3300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3300'2.7 KM (1.7 MI) SW FROM LEBANON.
 LX3300'2.7 KM (1.7 MI) SOUTHWEST ALONG STATE HIGHWAY 207 FROM ITS
 LX3300'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE LEFT,
 LX3300'O.25 KM (0.15 MI) NORTHEAST OF THE JUNCTION OF MACK ROAD.  IT IS 22.04
 LX3300'METERS (72.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 32.40 METERS
 LX3300'(106.3 FT) SOUTHWEST OF UTILITY POLE NO. 76 AND 9.14 METERS (30.0 FT)
 LX3300'SOUTHEAST OF UTILITY POLE NO. 77.
 LX3300'THE MARK IS 0.60 METERS  SW FROM  A WITNESS POST
 LX3300'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3300
 LX3300                          STATION RECOVERY (1990)
 LX3300
 LX3300'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0623 ***********************************************************************
 LX0623  DESIGNATION -  A
 LX0623  PID         -  LX0623
 LX0623  STATE/COUNTY-  CT/LITCHFIELD
 LX0623  USGS QUAD   -  LITCHFIELD (1984)
 LX0623
 LX0623                         *CURRENT SURVEY CONTROL
 LX0623  ___________________________________________________________________
 LX0623* NAD 83(1986)-  41 40 38.     (N)    073 13 22.     (W)     SCALED    
 LX0623* NAVD 88     -       320.363  (meters)    1051.06   (feet)  POSTED    
 LX0623  ___________________________________________________________________
 LX0623  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX0623  DYNAMIC HT  -         320.250 (meters)    1050.69  (feet)  COMP
 LX0623  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 LX0623
 LX0623  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0623
 LX0623.The horizontal coordinates were scaled from a topographic map and have
 LX0623.an estimated accuracy of +/- 6 seconds.
 LX0623
 LX0623.The orthometric height was determined by differential leveling
 LX0623.and adjusted by the National Geodetic Survey in 1992..
 LX0623.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0623.rate of 0.0 thru 1.0 mm/km.
 LX0623
 LX0623.The geoid height was determined by GEOID03.
 LX0623
 LX0623.The dynamic height is computed by dividing the NAVD 88
 LX0623.geopotential number by the normal gravity value computed on the
 LX0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0623.degrees latitude (g = 980.6199 gals.).
 LX0623
 LX0623.The modeled gravity was interpolated from observed gravity values.
 LX0623
 LX0623;                    North         East    Units  Estimated Accuracy
 LX0623;SPC CT       -   246,230.      265,430.      MT  (+/- 180 meters Scaled)
 LX0623
 LX0623                          SUPERSEDED SURVEY CONTROL
 LX0623
 LX0623.No superseded survey control is available for this station.
 LX0623
 LX0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM479154(NAD 83)
 LX0623_MARKER: DD = SURVEY DISK
 LX0623_SETTING: 66 = SET IN ROCK OUTCROP
 LX0623_SP_SET: ROCK OUTCROP
 LX0623_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0623+STABILITY: POSITION/ELEVATION WELL
 LX0623
 LX0623  HISTORY     - Date     Condition        Report By
 LX0623  HISTORY     - UNK      MONUMENTED       CU
 LX0623  HISTORY     - 1916     GOOD             NGS
 LX0623  HISTORY     - 1934     GOOD             LOCSUR
 LX0623
 LX0623                          STATION DESCRIPTION
 LX0623
 LX0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0623'1.2 MI W FROM MORRIS.
 LX0623'1 1/4 MILES WEST OF MORRIS, LITCHFIELD COUNTY, AT CAMP COLUMBIA
 LX0623'OF THE COLUMBIA UNIVERSITY SUMMER SCHOOL OF SURVEYING, ABOUT
 LX0623'40 FT. SOUTH OF THE OFFICE BUILDING, IN A ROCK OUTCROP.  A
 LX0623'CAMP COLUMBIA STANDARD DISK.  NOTE-- ABT. 1/2 MILE S OF THE
 LX0623'GATEWAY AT THE ENTRANCE TO CAMP COLUMBIA, 42 FT. W OF THE CENTER
 LX0623'OF THE BOTTOM STEP OF THE CAMP OFFICE BUILDING, 30 YDS. E OF
 LX0623'AN ELEVATED WATER TANK.  ABT. 1 FT. ABOVE THE GROUND.
 LX0623
 LX0623                          STATION RECOVERY (1934)
 LX0623
 LX0623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0472 ***********************************************************************
 LX0472  DESIGNATION -  A
 LX0472  PID         -  LX0472
 LX0472  STATE/COUNTY-  CT/MIDDLESEX
 LX0472  USGS QUAD   -  CLINTON (1984)
 LX0472
 LX0472                         *CURRENT SURVEY CONTROL
 LX0472  ___________________________________________________________________
 LX0472* NAD 83(1986)-  41 16 33.     (N)    072 30 43.     (W)     SCALED    
 LX0472* NAVD 88     -         4.262  (meters)      13.98   (feet)  ADJUSTED  
 LX0472  ___________________________________________________________________
 LX0472  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX0472  DYNAMIC HT  -           4.260 (meters)      13.98  (feet)  COMP
 LX0472  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX0472
 LX0472  VERT ORDER  -  FIRST     CLASS I
 LX0472
 LX0472.The horizontal coordinates were scaled from a topographic map and have
 LX0472.an estimated accuracy of +/- 6 seconds.
 LX0472
 LX0472.The orthometric height was determined by differential leveling
 LX0472.and adjusted by the National Geodetic Survey in June 1991..
 LX0472
 LX0472.The geoid height was determined by GEOID03.
 LX0472
 LX0472.The dynamic height is computed by dividing the NAVD 88
 LX0472.geopotential number by the normal gravity value computed on the
 LX0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0472.degrees latitude (g = 980.6199 gals.).
 LX0472
 LX0472.The modeled gravity was interpolated from observed gravity values.
 LX0472
 LX0472;                    North         East    Units  Estimated Accuracy
 LX0472;SPC CT       -   201,570.      324,750.      MT  (+/- 180 meters Scaled)
 LX0472
 LX0472                          SUPERSEDED SURVEY CONTROL
 LX0472
 LX0472  NGVD 29 (??/??/92)    4.58   (m)           15.0    (f) COMPUTED    1 1
 LX0472
 LX0472.Superseded values are not recommended for survey control.
 LX0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0472.See file dsdata.txt to determine how the superseded data were derived.
 LX0472
 LX0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL083723(NAD 83)
 LX0472_MARKER: DD = SURVEY DISK
 LX0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0472_STAMPING: A
 LX0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0472+STABILITY: SURFACE MOTION
 LX0472
 LX0472  HISTORY     - Date     Condition        Report By
 LX0472  HISTORY     - UNK      MONUMENTED       CTDT
 LX0472  HISTORY     - 1965     GOOD             NGS
 LX0472  HISTORY     - 1997     GOOD             USPSQD
 LX0472
 LX0472                          STATION DESCRIPTION
 LX0472
 LX0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0472'AT CLINTON.
 LX0472'AT CLINTON, ABOUT 0.75 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE
 LX0472'POST OFFICE, 52 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 LX0472'THE U.S. HIGHWAY AND STATE HIGHWAY 145, AT THE JUNCTION OF A
 LX0472'DRIVEWAY LEADING TO THE CLINTON MOTEL, 44 FEET NORTH OF THE
 LX0472'CENTER LINE OF THE HIGHWAY, 11 1/2 FEET EAST OF THE CENTER LINE
 LX0472'OF THE DRIVEWAY, 3 1/2 FEET NORTH OF THE NORTH EDGE OF A
 LX0472'SIDEWALK, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE
 LX0472'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LX0472
 LX0472                          STATION RECOVERY (1997)
 LX0472
 LX0472'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2520 ***********************************************************************
 LX2520  DESIGNATION -  A
 LX2520  PID         -  LX2520
 LX2520  STATE/COUNTY-  CT/NEW HAVEN
 LX2520  USGS QUAD   -  ANSONIA (1984)
 LX2520
 LX2520                         *CURRENT SURVEY CONTROL
 LX2520  ___________________________________________________________________
 LX2520* NAD 83(1986)-  41 19 58.     (N)    073 05 30.     (W)     SCALED    
 LX2520* NAVD 88     -        39.181  (meters)     128.55   (feet)  ADJUSTED  
 LX2520  ___________________________________________________________________
 LX2520  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2520  DYNAMIC HT  -          39.169 (meters)     128.51  (feet)  COMP
 LX2520  MODELED GRAV-     980,311.7   (mgal)                       NAVD 88
 LX2520
 LX2520  VERT ORDER  -  FIRST     CLASS II
 LX2520
 LX2520.The horizontal coordinates were scaled from a topographic map and have
 LX2520.an estimated accuracy of +/- 6 seconds.
 LX2520
 LX2520.The orthometric height was determined by differential leveling
 LX2520.and adjusted by the National Geodetic Survey in June 1991..
 LX2520
 LX2520.The geoid height was determined by GEOID03.
 LX2520
 LX2520.The dynamic height is computed by dividing the NAVD 88
 LX2520.geopotential number by the normal gravity value computed on the
 LX2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2520.degrees latitude (g = 980.6199 gals.).
 LX2520
 LX2520.The modeled gravity was interpolated from observed gravity values.
 LX2520
 LX2520;                    North         East    Units  Estimated Accuracy
 LX2520;SPC CT       -   207,920.      276,200.      MT  (+/- 180 meters Scaled)
 LX2520
 LX2520                          SUPERSEDED SURVEY CONTROL
 LX2520
 LX2520.No superseded survey control is available for this station.
 LX2520
 LX2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL596774(NAD 83)
 LX2520_MARKER: DD = SURVEY DISK
 LX2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2520_SP_SET: CONCRETE POST
 LX2520_STAMPING: A
 LX2520_MARK LOGO: CTGS  
 LX2520_PROJECTION: FLUSH
 LX2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2520+STABILITY: SURFACE MOTION
 LX2520
 LX2520  HISTORY     - Date     Condition        Report By
 LX2520  HISTORY     - UNK      MONUMENTED       CTGS
 LX2520  HISTORY     - 1985     GOOD             NGS
 LX2520
 LX2520                          STATION DESCRIPTION
 LX2520
 LX2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2520'1.8 KM (1.1 MI) NORTH FROM DERBY.
 LX2520'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2520'STATE HIGHWAY 34 IN DERBY TO THE MARK ON THE RIGHT, 7.47 METERS (24.5
 LX2520'FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 LX2520'5.49 METERS (18.0 FT) NORTH OF A METAL STREET LAMP, THE FIRST LAMP
 LX2520'NORTH OF EXIT 17, 7.62 METERS (25.0 FT) SOUTH OF THE SOUTHEAST CORNER
 LX2520'OF A METAL CATCH BASIN.
 LX2520'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0833 ***********************************************************************
 LX0833  DESIGNATION -  A 1 10 C OF B
 LX0833  PID         -  LX0833
 LX0833  STATE/COUNTY-  CT/FAIRFIELD
 LX0833  USGS QUAD   -  BRIDGEPORT (1984)
 LX0833
 LX0833                         *CURRENT SURVEY CONTROL
 LX0833  ___________________________________________________________________
 LX0833* NAD 83(1986)-  41 09 27.     (N)    073 13 35.     (W)     SCALED    
 LX0833* NAVD 88     -         6.444  (meters)      21.14   (feet)  ADJUSTED  
 LX0833  ___________________________________________________________________
 LX0833  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0833  DYNAMIC HT  -           6.442 (meters)      21.14  (feet)  COMP
 LX0833  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 LX0833
 LX0833  VERT ORDER  -  FIRST     CLASS I
 LX0833
 LX0833.The horizontal coordinates were scaled from a topographic map and have
 LX0833.an estimated accuracy of +/- 6 seconds.
 LX0833
 LX0833.The orthometric height was determined by differential leveling
 LX0833.and adjusted by the National Geodetic Survey in June 1991..
 LX0833
 LX0833.The geoid height was determined by GEOID03.
 LX0833
 LX0833.The dynamic height is computed by dividing the NAVD 88
 LX0833.geopotential number by the normal gravity value computed on the
 LX0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0833.degrees latitude (g = 980.6199 gals.).
 LX0833
 LX0833.The modeled gravity was interpolated from observed gravity values.
 LX0833
 LX0833;                    North         East    Units  Estimated Accuracy
 LX0833;SPC CT       -   188,510.      264,820.      MT  (+/- 180 meters Scaled)
 LX0833
 LX0833                          SUPERSEDED SURVEY CONTROL
 LX0833
 LX0833  NGVD 29 (??/??/92)    6.78   (m)           22.2    (f) COMPUTED    1 1
 LX0833
 LX0833.Superseded values are not recommended for survey control.
 LX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0833.See file dsdata.txt to determine how the superseded data were derived.
 LX0833
 LX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL488577(NAD 83)
 LX0833_MARKER: DD = SURVEY DISK
 LX0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0833+STABILITY: SURFACE MOTION
 LX0833
 LX0833  HISTORY     - Date     Condition        Report By
 LX0833  HISTORY     - UNK      MONUMENTED       CT0080
 LX0833  HISTORY     - 1965     GOOD             NGS
 LX0833
 LX0833                          STATION DESCRIPTION
 LX0833
 LX0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0833'AT BRIDGEPORT.
 LX0833'AT BRIDGEPORT, IN THE BLACK ROCK SECTION OF BRIDGEPORT, AT THE
 LX0833'INTERSECTION OF FAIRFIELD AVENUE AND BREWSTER STREET, 14.2 FEET
 LX0833'EAST OF THE EAST CORNER OF THE STATE NATIONAL BANK, 7.5 FEET
 LX0833'NORTHWEST OF THE NORTHWEST CURB OF FAIRFIELD AVENUE, 6.5 FEET
 LX0833'SOUTHWEST OF THE SOUTHWEST CURB OF BREWSTER STREET, 3 FEET WEST
 LX0833'OF A POWER LINE POLE, SET IN THE TOP OF A CONCRETE POST FLUSH
 LX0833'WITH THE SIDEWALK.  NOTE-- IT APPEARS AS THOUGH THE SIDEWALK
 LX0833'WAS POURED AROUND THE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2753 ***********************************************************************
 LX2753  DESIGNATION -  A 1 3 T OF PLAINVILLE
 LX2753  PID         -  LX2753
 LX2753  STATE/COUNTY-  CT/HARTFORD
 LX2753  USGS QUAD   -  BRISTOL (1984)
 LX2753
 LX2753                         *CURRENT SURVEY CONTROL
 LX2753  ___________________________________________________________________
 LX2753* NAD 83(1986)-  41 40 17.     (N)    072 52 32.     (W)     SCALED    
 LX2753* NAVD 88     -        57.366  (meters)     188.21   (feet)  ADJUSTED  
 LX2753  ___________________________________________________________________
 LX2753  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2753  DYNAMIC HT  -          57.349 (meters)     188.15  (feet)  COMP
 LX2753  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 LX2753
 LX2753  VERT ORDER  -  FIRST     CLASS II
 LX2753
 LX2753.The horizontal coordinates were scaled from a topographic map and have
 LX2753.an estimated accuracy of +/- 6 seconds.
 LX2753
 LX2753.The orthometric height was determined by differential leveling
 LX2753.and adjusted by the National Geodetic Survey in June 1991..
 LX2753
 LX2753.The geoid height was determined by GEOID03.
 LX2753
 LX2753.The dynamic height is computed by dividing the NAVD 88
 LX2753.geopotential number by the normal gravity value computed on the
 LX2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2753.degrees latitude (g = 980.6199 gals.).
 LX2753
 LX2753.The modeled gravity was interpolated from observed gravity values.
 LX2753
 LX2753;                    North         East    Units  Estimated Accuracy
 LX2753;SPC CT       -   245,480.      294,350.      MT  (+/- 180 meters Scaled)
 LX2753
 LX2753                          SUPERSEDED SURVEY CONTROL
 LX2753
 LX2753.No superseded survey control is available for this station.
 LX2753
 LX2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM768154(NAD 83)
 LX2753_MARKER: DD = SURVEY DISK
 LX2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2753_SP_SET: CONCRETE POST
 LX2753_STAMPING: A 1-3
 LX2753_MARK LOGO: CTGS  
 LX2753_PROJECTION: RECESSED 10 CENTIMETERS
 LX2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2753+STABILITY: SURFACE MOTION
 LX2753
 LX2753  HISTORY     - Date     Condition        Report By
 LX2753  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2753  HISTORY     - 1985     GOOD             NGS
 LX2753
 LX2753                          STATION DESCRIPTION
 LX2753
 LX2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2753'0.2 KM (0.1 MI) NORTH FROM PLAINVILLE.
 LX2753'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE INTERSECTION OF
 LX2753'STATE HIGHWAY 72 IN PLAINVILLE TO THE MARK ON THE LEFT, NEAR AN
 LX2753'ENTRANCE TO WORKSHOP OF A THREE STORY BRICK FACTORY - CHALLENGER
 LX2753'CIRCLE F INC., 5.21 METERS (17.1 FT) WEST OF THE CENTERLINE OF THE
 LX2753'HIGHWAY, 20.60 METERS (67.6 FT) NORTH-NORTHWEST AND ACROSS THE HIGHWAY
 LX2753'FROM 46774 WITH TRANSFORMER AND TWO GUY WIRES, 2.29 METERS (7.5 FT)
 LX2753'EAST OF THE EAST FACE OF A CONCRETE BLOCK ADDITION TO FACTORY.  THE
 LX2753'MARK IS A TOWN OF PLAINVILLE DISK.
 LX2753'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2754 ***********************************************************************
 LX2754  DESIGNATION -  A 1 4 T OF PLAINVILLE
 LX2754  PID         -  LX2754
 LX2754  STATE/COUNTY-  CT/HARTFORD
 LX2754  USGS QUAD   -  BRISTOL (1984)
 LX2754
 LX2754                         *CURRENT SURVEY CONTROL
 LX2754  ___________________________________________________________________
 LX2754* NAD 83(1986)-  41 40 28.     (N)    072 52 36.     (W)     SCALED    
 LX2754* NAVD 88     -        64.617  (meters)     212.00   (feet)  ADJUSTED  
 LX2754  ___________________________________________________________________
 LX2754  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2754  DYNAMIC HT  -          64.598 (meters)     211.94  (feet)  COMP
 LX2754  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 LX2754
 LX2754  VERT ORDER  -  FIRST     CLASS II
 LX2754
 LX2754.The horizontal coordinates were scaled from a topographic map and have
 LX2754.an estimated accuracy of +/- 6 seconds.
 LX2754
 LX2754.The orthometric height was determined by differential leveling
 LX2754.and adjusted by the National Geodetic Survey in June 1991..
 LX2754
 LX2754.The geoid height was determined by GEOID03.
 LX2754
 LX2754.The dynamic height is computed by dividing the NAVD 88
 LX2754.geopotential number by the normal gravity value computed on the
 LX2754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2754.degrees latitude (g = 980.6199 gals.).
 LX2754
 LX2754.The modeled gravity was interpolated from observed gravity values.
 LX2754
 LX2754;                    North         East    Units  Estimated Accuracy
 LX2754;SPC CT       -   245,820.      294,250.      MT  (+/- 180 meters Scaled)
 LX2754
 LX2754                          SUPERSEDED SURVEY CONTROL
 LX2754
 LX2754.No superseded survey control is available for this station.
 LX2754
 LX2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM767158(NAD 83)
 LX2754_MARKER: DD = SURVEY DISK
 LX2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2754_SP_SET: CONCRETE POST
 LX2754_STAMPING: A 1-4
 LX2754_MARK LOGO: CTGS  
 LX2754_PROJECTION: RECESSED 5 CENTIMETERS
 LX2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2754+STABILITY: SURFACE MOTION
 LX2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2754+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 LX2754
 LX2754  HISTORY     - Date     Condition        Report By
 LX2754  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2754  HISTORY     - 1985     GOOD             NGS
 LX2754  HISTORY     - 20060209 GOOD             USPSQD
 LX2754
 LX2754                          STATION DESCRIPTION
 LX2754
 LX2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2754'0.6 KM (0.35 MI) NORTH FROM PLAINVILLE.
 LX2754'0.6 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2754'STATE HIGHWAY 72 IN PLAINVILLE TO THE MARK ON THE LEFT, AT THE
 LX2754'JUNCTION OF AUSTIN PLACE, 6.77 METERS (22.2 FT) WEST OF THE CENTERLINE
 LX2754'OF THE HIGHWAY, 30.48 METERS (100.0 FT) SOUTH OF THE SOUTH RAIL OF THE
 LX2754'CONRAIL RAILROAD, 15.54 METERS (51.0 FT) NORTH-NORTHEAST OF THE CENTER
 LX2754'OF AUSTIN PLACE, 0.36 METERS (1.2 FT) WEST OF A HIGHWAY CURB.  THE
 LX2754'MARK IS A TOWN OF PLAINVILLE DISK.
 LX2754'THE MARK IS 0.84 METERS  SE FROM  A WITNESS POST
 LX2754'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX2754
 LX2754                          STATION RECOVERY (2006)
 LX2754
 LX2754'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2755 ***********************************************************************
 LX2755  DESIGNATION -  A 1 6 T OF PLAINVILLE
 LX2755  PID         -  LX2755
 LX2755  STATE/COUNTY-  CT/HARTFORD
 LX2755  USGS QUAD   -  BRISTOL (1984)
 LX2755
 LX2755                         *CURRENT SURVEY CONTROL
 LX2755  ___________________________________________________________________
 LX2755* NAD 83(1986)-  41 40 48.     (N)    072 52 39.     (W)     SCALED    
 LX2755* NAVD 88     -        64.275  (meters)     210.88   (feet)  ADJUSTED  
 LX2755  ___________________________________________________________________
 LX2755  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2755  DYNAMIC HT  -          64.256 (meters)     210.81  (feet)  COMP
 LX2755  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 LX2755
 LX2755  VERT ORDER  -  FIRST     CLASS II
 LX2755
 LX2755.The horizontal coordinates were scaled from a topographic map and have
 LX2755.an estimated accuracy of +/- 6 seconds.
 LX2755
 LX2755.The orthometric height was determined by differential leveling
 LX2755.and adjusted by the National Geodetic Survey in June 1991..
 LX2755
 LX2755.The geoid height was determined by GEOID03.
 LX2755
 LX2755.The dynamic height is computed by dividing the NAVD 88
 LX2755.geopotential number by the normal gravity value computed on the
 LX2755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2755.degrees latitude (g = 980.6199 gals.).
 LX2755
 LX2755.The modeled gravity was interpolated from observed gravity values.
 LX2755
 LX2755;                    North         East    Units  Estimated Accuracy
 LX2755;SPC CT       -   246,440.      294,190.      MT  (+/- 180 meters Scaled)
 LX2755
 LX2755                          SUPERSEDED SURVEY CONTROL
 LX2755
 LX2755.No superseded survey control is available for this station.
 LX2755
 LX2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM766164(NAD 83)
 LX2755_MARKER: DD = SURVEY DISK
 LX2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2755_SP_SET: CONCRETE POST
 LX2755_STAMPING: A 1-6
 LX2755_MARK LOGO: CTGS  
 LX2755_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2755+STABILITY: SURFACE MOTION
 LX2755
 LX2755  HISTORY     - Date     Condition        Report By
 LX2755  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2755  HISTORY     - 1985     GOOD             NGS
 LX2755
 LX2755                          STATION DESCRIPTION
 LX2755
 LX2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2755'1.2 KM (0.75 MI) NORTH FROM PLAINVILLE.
 LX2755'1.2 KM (0.75 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2755'STATE HIGHWAY 72 IN PLAINVILLE TO THE MARK ON THE LEFT, IN THE
 LX2755'SOUTHWEST ANGLE OF THE INTERSECTION OF BRADLEY STREET, 12.80 METERS
 LX2755'(42.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.79 METERS
 LX2755'(19.0 FT) SOUTH OF THE CENTER OF BRADLEY STREET, 6.95 METERS (22.8 FT)
 LX2755'NORTHEAST OF A 36-CM (14-INCH) MAPLE TREE, 0.36 METER (1.2 FT)
 LX2755'NORTH-NORTHEAST OF A STOP SIGN. THE MARK IS A TOWN OF PLAINVILLE DISK.
 LX2755'THE MARK IS 0.09 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1043 ***********************************************************************
 LW1043  DESIGNATION -  A 10
 LW1043  PID         -  LW1043
 LW1043  STATE/COUNTY-  CT/WINDHAM
 LW1043  USGS QUAD   -  PLAINFIELD (1983)
 LW1043
 LW1043                         *CURRENT SURVEY CONTROL
 LW1043  ___________________________________________________________________
 LW1043* NAD 83(1986)-  41 40 46.     (N)    071 55 14.     (W)     SCALED    
 LW1043* NAVD 88     -        50.074  (meters)     164.28   (feet)  ADJUSTED  
 LW1043  ___________________________________________________________________
 LW1043  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1043  DYNAMIC HT  -          50.056 (meters)     164.23  (feet)  COMP
 LW1043  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LW1043
 LW1043  VERT ORDER  -  FIRST     CLASS II
 LW1043
 LW1043.The horizontal coordinates were scaled from a topographic map and have
 LW1043.an estimated accuracy of +/- 6 seconds.
 LW1043
 LW1043.The orthometric height was determined by differential leveling
 LW1043.and adjusted by the National Geodetic Survey in June 1991..
 LW1043.WARNING-Repeat measurements at this control monument indicate possible
 LW1043.vertical movement.
 LW1043
 LW1043.The geoid height was determined by GEOID03.
 LW1043
 LW1043.The dynamic height is computed by dividing the NAVD 88
 LW1043.geopotential number by the normal gravity value computed on the
 LW1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1043.degrees latitude (g = 980.6199 gals.).
 LW1043
 LW1043.The modeled gravity was interpolated from observed gravity values.
 LW1043
 LW1043;                    North         East    Units  Estimated Accuracy
 LW1043;SPC CT       -   246,700.      373,860.      MT  (+/- 180 meters Scaled)
 LW1043
 LW1043                          SUPERSEDED SURVEY CONTROL
 LW1043
 LW1043.No superseded survey control is available for this station.
 LW1043
 LW1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG569183(NAD 83)
 LW1043_MARKER: DB = BENCH MARK DISK
 LW1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1043_SP_SET: CONCRETE POST
 LW1043_STAMPING: A 10 1923 ELEV 165.131 FT
 LW1043_MARK LOGO: CGS   
 LW1043_PROJECTION: RECESSED 5 CENTIMETERS
 LW1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1043+STABILITY: SURFACE MOTION
 LW1043
 LW1043  HISTORY     - Date     Condition        Report By
 LW1043  HISTORY     - 1923     MONUMENTED       CGS
 LW1043  HISTORY     - 1936     GOOD             NGS
 LW1043  HISTORY     - 1976     MARK NOT FOUND   USGS
 LW1043  HISTORY     - 1984     GOOD             NGS
 LW1043  HISTORY     - 1986     GOOD             NGS
 LW1043  HISTORY     - 1988     GOOD             USPSQD
 LW1043  HISTORY     - 19961001 MARK NOT FOUND   USPSQD
 LW1043
 LW1043                          STATION DESCRIPTION
 LW1043
 LW1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LW1043'AT PLAINFIELD.
 LW1043'AT PLAINFIELD, WINDHAM COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW1043'HARTFORD RAILROAD, ONE BLOCK SOUTH OF THE STATION, AT THE
 LW1043'RAILROAD AVENUE CROSSING, 17 FEET WEST OF AN AUTOMATIC
 LW1043'SIGNAL-CONTROL BOX, 48 FEET WEST OF THE WEST RAIL, ON THE SOUTH
 LW1043'SIDE OF RAILROAD AVENUE (STATE HIGHWAY 14), 9 FEET SOUTH OF THE
 LW1043'NORTH END OF A RETAINING WALL WITH A ROUND POST OR PIER AT THE
 LW1043'STREET END, 4 FEET EAST OF THE WALL, AND ABOUT 2 INCHES BELOW
 LW1043'THE GROUND.  A STANDARD DISK, STAMPED A 10 1923 AND SET IN THE
 LW1043'TOP OF A CONCRETE POST.
 LW1043
 LW1043                          STATION RECOVERY (1976)
 LW1043
 LW1043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LW1043'MARK NOT FOUND.
 LW1043
 LW1043                          STATION RECOVERY (1984)
 LW1043
 LW1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1043'RECOVERED IN GOOD CONDITION, NEW DESCRITION FOLLOWS, IN PLAINFIELD,
 LW1043'0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 14A FROM THE JUNCTION OF
 LW1043'STATE HIGHWAY 12 TO THE MARK ON THE LEFT, AT THE JUNCTION OF FIRST
 LW1043'STREET, 9.14 METERS (30.0 FT) SOUTH OF THE CENTELINE OF THE HIGHWAY,
 LW1043'14.63 METERS (48.0 FT) WEST OF THE WEST RAIL OF THE PENN CENTRAL
 LW1043'RAILROAD, 7.92 METERS (26.0 FT) EAST OF THE CENTER OF FIRST STREET,
 LW1043'6.55 METERS (21.5 FT) SOUTHWEST OF POWER POLE 1084, 2.74 METERS
 LW1043'(9.0 FT) NORTH OF THE NORTH END OF A STONE RETAINING WALL WITH A
 LW1043'CYLINDRICAL END.
 LW1043'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LW1043'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1043
 LW1043                          STATION RECOVERY (1986)
 LW1043
 LW1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1043'RECOVERED IN GOOD CONDITION.
 LW1043
 LW1043                          STATION RECOVERY (1988)
 LW1043
 LW1043'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1043'RECOVERED IN GOOD CONDITION.
 LW1043
 LW1043                          STATION RECOVERY (1996)
 LW1043
 LW1043'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0599 ***********************************************************************
 LX0599  DESIGNATION -  A 11
 LX0599  PID         -  LX0599
 LX0599  STATE/COUNTY-  CT/NEW HAVEN
 LX0599  USGS QUAD   -  MERIDEN (1992)
 LX0599
 LX0599                         *CURRENT SURVEY CONTROL
 LX0599  ___________________________________________________________________
 LX0599* NAD 83(1986)-  41 32 17.     (N)    072 48 23.     (W)     SCALED    
 LX0599* NAVD 88     -        42.447  (meters)     139.26   (feet)  ADJUSTED  
 LX0599  ___________________________________________________________________
 LX0599  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX0599  DYNAMIC HT  -          42.434 (meters)     139.22  (feet)  COMP
 LX0599  MODELED GRAV-     980,311.8   (mgal)                       NAVD 88
 LX0599
 LX0599  VERT ORDER  -  FIRST     CLASS II
 LX0599
 LX0599.The horizontal coordinates were scaled from a topographic map and have
 LX0599.an estimated accuracy of +/- 6 seconds.
 LX0599
 LX0599.The orthometric height was determined by differential leveling
 LX0599.and adjusted by the National Geodetic Survey in June 1991..
 LX0599.WARNING-Repeat measurements at this control monument indicate possible
 LX0599.vertical movement.
 LX0599
 LX0599.The geoid height was determined by GEOID03.
 LX0599
 LX0599.The dynamic height is computed by dividing the NAVD 88
 LX0599.geopotential number by the normal gravity value computed on the
 LX0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0599.degrees latitude (g = 980.6199 gals.).
 LX0599
 LX0599.The modeled gravity was interpolated from observed gravity values.
 LX0599
 LX0599;                    North         East    Units  Estimated Accuracy
 LX0599;SPC CT       -   230,670.      300,100.      MT  (+/- 180 meters Scaled)
 LX0599
 LX0599                          SUPERSEDED SURVEY CONTROL
 LX0599
 LX0599  NGVD 29 (??/??/92)   42.742  (m)          140.23   (f) ADJ UNCH    1 2
 LX0599
 LX0599.Superseded values are not recommended for survey control.
 LX0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0599.See file dsdata.txt to determine how the superseded data were derived.
 LX0599
 LX0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM829008(NAD 83)
 LX0599_MARKER: DB = BENCH MARK DISK
 LX0599_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0599+WITH SETTING: PAVEMENT
 LX0599_STAMPING: A 11 1935
 LX0599_MARK LOGO: CGS   
 LX0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0599+STABILITY: SURFACE MOTION
 LX0599
 LX0599  HISTORY     - Date     Condition        Report By
 LX0599  HISTORY     - 1935     MONUMENTED       CGS
 LX0599  HISTORY     - 1972     GOOD             CTGS
 LX0599  HISTORY     - 1978     GOOD             NGS
 LX0599  HISTORY     - 1985     GOOD             NGS
 LX0599  HISTORY     - 19980310 MARK NOT FOUND   USPSQD
 LX0599
 LX0599                          STATION DESCRIPTION
 LX0599
 LX0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0599'AT MERIDEN.
 LX0599'AT MERIDEN, NEW HAVEN COUNTY, ABOUT 100 FEET WEST OF THE
 LX0599'INTERSECTION OF WEST MAIN AND BUTLER STREETS, 33 FEET SOUTH OF
 LX0599'THE CENTER LINE OF WEST MAIN STREET, AT THE YMCA BUILDING, 6
 LX0599'FEET EAST OF THE NORTHEAST ENTRANCE, AND IN THE TOP OF THE EAST
 LX0599'END OF THE BOTTOM STEP, ABOUT 1 FOOT HIGHER THAN THE STREET.
 LX0599'A STANDARD DISK, STAMPED A 11 1935.
 LX0599
 LX0599                          STATION RECOVERY (1972)
 LX0599
 LX0599'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0599'RECOVERED IN GOOD CONDITION.
 LX0599
 LX0599                          STATION RECOVERY (1978)
 LX0599
 LX0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0599'RECOVERED IN GOOD CONDITION.
 LX0599
 LX0599                          STATION RECOVERY (1985)
 LX0599
 LX0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0599'RECOVERED IN GOOD CONDITION.
 LX0599
 LX0599                          STATION RECOVERY (1998)
 LX0599
 LX0599'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1153 ***********************************************************************
 LX1153  DESIGNATION -  A 1=173
 LX1153  PID         -  LX1153
 LX1153  STATE/COUNTY-  CT/FAIRFIELD
 LX1153  USGS QUAD   -  STAMFORD (1984)
 LX1153
 LX1153                         *CURRENT SURVEY CONTROL
 LX1153  ___________________________________________________________________
 LX1153* NAD 83(1986)-  41 01 16.     (N)    073 37 25.     (W)     SCALED    
 LX1153* NAVD 88     -        10.612  (meters)      34.82   (feet)  ADJUSTED  
 LX1153  ___________________________________________________________________
 LX1153  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX1153  DYNAMIC HT  -          10.608 (meters)      34.80  (feet)  COMP
 LX1153  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LX1153
 LX1153  VERT ORDER  -  FIRST     CLASS I
 LX1153
 LX1153.The horizontal coordinates were scaled from a topographic map and have
 LX1153.an estimated accuracy of +/- 6 seconds.
 LX1153
 LX1153.The orthometric height was determined by differential leveling
 LX1153.and adjusted by the National Geodetic Survey in June 1991..
 LX1153
 LX1153.The geoid height was determined by GEOID03.
 LX1153
 LX1153.The dynamic height is computed by dividing the NAVD 88
 LX1153.geopotential number by the normal gravity value computed on the
 LX1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1153.degrees latitude (g = 980.6199 gals.).
 LX1153
 LX1153.The modeled gravity was interpolated from observed gravity values.
 LX1153
 LX1153;                    North         East    Units  Estimated Accuracy
 LX1153;SPC CT       -   173,630.      231,320.      MT  (+/- 180 meters Scaled)
 LX1153
 LX1153                          SUPERSEDED SURVEY CONTROL
 LX1153
 LX1153  NGVD 29 (??/??/92)   10.95   (m)           35.9    (f) COMPUTED    1 1
 LX1153
 LX1153.Superseded values are not recommended for survey control.
 LX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1153.See file dsdata.txt to determine how the superseded data were derived.
 LX1153
 LX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL157420(NAD 83)
 LX1153_MARKER: Z = SEE DESCRIPTION
 LX1153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1153_SP_SET: STONE MASONRY WALL
 LX1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1153
 LX1153  HISTORY     - Date     Condition        Report By
 LX1153  HISTORY     - UNK      MONUMENTED       DOD
 LX1153  HISTORY     - 1965     GOOD             NGS
 LX1153
 LX1153                          STATION DESCRIPTION
 LX1153
 LX1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1153'AT GREENWICH.
 LX1153'AT GREENWICH, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1153'RAILROAD, ABOUT 500 FEET EAST OF THE STATION AT GREENWICH, 160
 LX1153'FEET EAST OF THE EAST END OF THE GREENWICH AVENUE UNDERPASS, 48
 LX1153'FEET WEST OF ELECTRIC LINE TOWER NO. X 282, 9.7 FEET SOUTH OF
 LX1153'THE SOUTH RAIL, SET AT THE SOUTHWEST CORNER OF STONE MASONRY
 LX1153'WALL WITH THE LETTERING USBM AND AN ARROW CHISELED AROUND KNOB
 LX1153'AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0214 ***********************************************************************
 LX0214  DESIGNATION -  A 12
 LX0214  PID         -  LX0214
 LX0214  STATE/COUNTY-  CT/NEW LONDON
 LX0214  USGS QUAD   -  NEW LONDON (1984)
 LX0214
 LX0214                         *CURRENT SURVEY CONTROL
 LX0214  ___________________________________________________________________
 LX0214* NAD 83(1986)-  41 21 52.     (N)    072 05 38.     (W)     SCALED    
 LX0214* NAVD 88     -         3.985  (meters)      13.07   (feet)  ADJUSTED  
 LX0214  ___________________________________________________________________
 LX0214  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0214  DYNAMIC HT  -           3.983 (meters)      13.07  (feet)  COMP
 LX0214  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX0214
 LX0214  VERT ORDER  -  SECOND    CLASS 0
 LX0214
 LX0214.The horizontal coordinates were scaled from a topographic map and have
 LX0214.an estimated accuracy of +/- 6 seconds.
 LX0214
 LX0214.The orthometric height was determined by differential leveling
 LX0214.and adjusted by the National Geodetic Survey in June 1991..
 LX0214
 LX0214.The geoid height was determined by GEOID03.
 LX0214
 LX0214.The dynamic height is computed by dividing the NAVD 88
 LX0214.geopotential number by the normal gravity value computed on the
 LX0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0214.degrees latitude (g = 980.6199 gals.).
 LX0214
 LX0214.The modeled gravity was interpolated from observed gravity values.
 LX0214
 LX0214;                    North         East    Units  Estimated Accuracy
 LX0214;SPC CT       -   211,590.      359,700.      MT  (+/- 180 meters Scaled)
 LX0214
 LX0214                          SUPERSEDED SURVEY CONTROL
 LX0214
 LX0214  NGVD 29 (??/??/92)    4.276  (m)           14.03   (f) ADJ UNCH    2 0
 LX0214
 LX0214.Superseded values are not recommended for survey control.
 LX0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0214.See file dsdata.txt to determine how the superseded data were derived.
 LX0214
 LX0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL430832(NAD 83)
 LX0214_MARKER: DB = BENCH MARK DISK
 LX0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0214_SP_SET: BUILDING
 LX0214_STAMPING: A 12 1935
 LX0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0214
 LX0214  HISTORY     - Date     Condition        Report By
 LX0214  HISTORY     - 1935     MONUMENTED       CGS
 LX0214  HISTORY     - 1942     GOOD             NGS
 LX0214  HISTORY     - 1961     MARK NOT FOUND   NGS
 LX0214  HISTORY     - 1989     GOOD             USPSQD
 LX0214  HISTORY     - 19900325 GOOD             USPSQD
 LX0214  HISTORY     - 20011002 GOOD             USPSQD
 LX0214
 LX0214                          STATION DESCRIPTION
 LX0214
 LX0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LX0214'AT NEW LONDON.
 LX0214'AT NEW LONDON, NEW LONDON COUNTY, AT THE NORTH END OF THE CENTRAL
 LX0214'VERMONT RAILWAY YARDS, IN THE NORTHEAST END OF A MASONRY
 LX0214'RETAINING WALL, 400 FEET SOUTHWEST OF A LARGE ONE-STORY TIMBER
 LX0214'SHED OF THE THAMES LUMBER CO., 60 FEET EAST OF THE STANDARD OIL
 LX0214'CO. OF N.Y. BUILDING, 40 FEET NORTH OF A TIMBER COAL HOPPER, 40
 LX0214'FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT 4-1/2
 LX0214'FEET HIGHER THAN THE TOP OF THE RAIL.
 LX0214
 LX0214                          STATION RECOVERY (1961)
 LX0214
 LX0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LX0214'MARK NOT FOUND.
 LX0214
 LX0214                          STATION RECOVERY (1989)
 LX0214
 LX0214'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0214'RECOVERED IN GOOD CONDITION.
 LX0214
 LX0214                          STATION RECOVERY (1990)
 LX0214
 LX0214'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0214'RECOVERED IN GOOD CONDITION.
 LX0214
 LX0214                          STATION RECOVERY (2001)
 LX0214
 LX0214'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0214'AT NEW LONDON, CT FROM STATE ROUTE 32, EXIT 84, W OF COAST GUARD
 LX0214'ACADEMY, S ON WILLIAMS ST, TO ROSEMARY STREET E,  THENCE S ON CRYSTAL
 LX0214'AVE TO LEWIS ST, E TO END OF LEWIS AT RR TRACK, THENCE S ABOUT 100 FT
 LX0214'TO MARK ON R IN TOP OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1298 ***********************************************************************
 LX1298  DESIGNATION -  A 13
 LX1298  PID         -  LX1298
 LX1298  STATE/COUNTY-  CT/FAIRFIELD
 LX1298  USGS QUAD   -  BREWSTER (1984)
 LX1298
 LX1298                         *CURRENT SURVEY CONTROL
 LX1298  ___________________________________________________________________
 LX1298* NAD 83(1986)-  41 23 27.     (N)    073 32 29.     (W)     SCALED    
 LX1298* NAVD 88     -       149.340  (meters)     489.96   (feet)  ADJUSTED  
 LX1298  ___________________________________________________________________
 LX1298  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX1298  DYNAMIC HT  -         149.289 (meters)     489.79  (feet)  COMP
 LX1298  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX1298
 LX1298  VERT ORDER  -  SECOND    CLASS 0
 LX1298
 LX1298.The horizontal coordinates were scaled from a topographic map and have
 LX1298.an estimated accuracy of +/- 6 seconds.
 LX1298
 LX1298.The orthometric height was determined by differential leveling
 LX1298.and adjusted by the National Geodetic Survey in June 1991..
 LX1298
 LX1298.The geoid height was determined by GEOID03.
 LX1298
 LX1298.The dynamic height is computed by dividing the NAVD 88
 LX1298.geopotential number by the normal gravity value computed on the
 LX1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1298.degrees latitude (g = 980.6199 gals.).
 LX1298
 LX1298.The modeled gravity was interpolated from observed gravity values.
 LX1298
 LX1298;                    North         East    Units  Estimated Accuracy
 LX1298;SPC CT       -   214,620.      238,610.      MT  (+/- 180 meters Scaled)
 LX1298
 LX1298                          SUPERSEDED SURVEY CONTROL
 LX1298
 LX1298  NGVD 29 (??/??/92)  149.608  (m)          490.84   (f) ADJ UNCH    2 0
 LX1298
 LX1298.Superseded values are not recommended for survey control.
 LX1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1298.See file dsdata.txt to determine how the superseded data were derived.
 LX1298
 LX1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL219831(NAD 83)
 LX1298_MARKER: DB = BENCH MARK DISK
 LX1298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1298_SP_SET: OVERPASS ABUTMENT
 LX1298_STAMPING: A 13 1935
 LX1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1298
 LX1298  HISTORY     - Date     Condition        Report By
 LX1298  HISTORY     - 1935     MONUMENTED       CGS
 LX1298  HISTORY     - 1959     GOOD             NGS
 LX1298  HISTORY     - 1983     GOOD             NGS
 LX1298
 LX1298                          STATION DESCRIPTION
 LX1298
 LX1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1298'3.6 MI E FROM BREWSTER.
 LX1298'IN FAIRFIELD COUNTY, CONNECTICUT, ABOUT 3.6 MILES EAST ALONG THE
 LX1298'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, FROM THE STATION AT
 LX1298'BREWSTER, PUTNAM COUNTY, NEW YORK, AT THE NEW YORK-CONNECTICUT
 LX1298'STATE LINE, AT 40-FOOT GIRDER HIGHWAY OVERPASS 99.10, IN THE
 LX1298'TOP OF THE WEST END OF THE NORTH ABUTMENT, 8 FEET NORTH OF THE
 LX1298'NORTH RAIL, AND ABOUT 25 FEET HIGHER THAN THE TRACK.  A STANDARD
 LX1298'DISK, STAMPED A 13 1935.  NOTE-- AT NEW YORK, CONNECTICUT STATE
 LX1298'LINE POST ON ROUTE 6, TURN N ON PRIVATE ROAD WHICH IS PARTLY
 LX1298'HIDDEN BY A SMALL TRIANGULAR GREEN, AND EVERGREENS AND SHUBBERY.
 LX1298'FOLLOW THIS PRIVATE ROAD DOWN HILL AND THEN UP HILL OVER BRIDGE
 LX1298'99.10. B.M. FOUND AS DESCRIBED, EXCEPT THAT GIRDER BRIDGE IS
 LX1298'NOW CONCRETE COVERED, AND THE NUMBER 99.10 COULD NOT BE SEEN.
 LX1298
 LX1298                          STATION RECOVERY (1959)
 LX1298
 LX1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LX1298'RECOVERED IN GOOD CONDITION.
 LX1298
 LX1298                          STATION RECOVERY (1983)
 LX1298
 LX1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0834 ***********************************************************************
 LX0834  DESIGNATION -  A 14 0 C OF B
 LX0834  PID         -  LX0834
 LX0834  STATE/COUNTY-  CT/FAIRFIELD
 LX0834  USGS QUAD   -  BRIDGEPORT (1984)
 LX0834
 LX0834                         *CURRENT SURVEY CONTROL
 LX0834  ___________________________________________________________________
 LX0834* NAD 83(1986)-  41 09 55.     (N)    073 13 08.     (W)     SCALED    
 LX0834* NAVD 88     -         3.958  (meters)      12.99   (feet)  ADJUSTED  
 LX0834  ___________________________________________________________________
 LX0834  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX0834  DYNAMIC HT  -           3.957 (meters)      12.98  (feet)  COMP
 LX0834  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 LX0834
 LX0834  VERT ORDER  -  FIRST     CLASS I
 LX0834
 LX0834.The horizontal coordinates were scaled from a topographic map and have
 LX0834.an estimated accuracy of +/- 6 seconds.
 LX0834
 LX0834.The orthometric height was determined by differential leveling
 LX0834.and adjusted by the National Geodetic Survey in June 1991..
 LX0834
 LX0834.The geoid height was determined by GEOID03.
 LX0834
 LX0834.The dynamic height is computed by dividing the NAVD 88
 LX0834.geopotential number by the normal gravity value computed on the
 LX0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0834.degrees latitude (g = 980.6199 gals.).
 LX0834
 LX0834.The modeled gravity was interpolated from observed gravity values.
 LX0834
 LX0834;                    North         East    Units  Estimated Accuracy
 LX0834;SPC CT       -   189,370.      265,450.      MT  (+/- 180 meters Scaled)
 LX0834
 LX0834                          SUPERSEDED SURVEY CONTROL
 LX0834
 LX0834  NGVD 29 (??/??/92)    4.29   (m)           14.1    (f) COMPUTED    1 1
 LX0834
 LX0834.Superseded values are not recommended for survey control.
 LX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0834.See file dsdata.txt to determine how the superseded data were derived.
 LX0834
 LX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL494586(NAD 83)
 LX0834_MARKER: DD = SURVEY DISK
 LX0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0834+STABILITY: SURFACE MOTION
 LX0834
 LX0834  HISTORY     - Date     Condition        Report By
 LX0834  HISTORY     - UNK      MONUMENTED       CT0080
 LX0834  HISTORY     - 1965     GOOD             NGS
 LX0834
 LX0834                          STATION DESCRIPTION
 LX0834
 LX0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0834'AT BRIDGEPORT.
 LX0834'AT BRIDGEPORT, AT THE JUNCTION OF FAIRFIELD AVENUE, ORLAND
 LX0834'STREET AND ALBINO STREET, ALMOST IN THE CENTER OF THE SIDEWALK
 LX0834'ALONG FAIRFIELD AVENUE, 41 FEET SOUTHWEST OF THE SOUTHWEST
 LX0834'CURB OF ALBION STREET, 7 FEET SOUTHEAST OF THE SOUTHEAST CURB
 LX0834'OF FAIRFIELD AVENUE, 10 1/2 FEET EAST OF A FIRE HYDRANT, 1
 LX0834'FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP OF A
 LX0834'CONCRETE POST FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0789 ***********************************************************************
 LX0789  DESIGNATION -  A 15
 LX0789  PID         -  LX0789
 LX0789  STATE/COUNTY-  CT/FAIRFIELD
 LX0789  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0789
 LX0789                         *CURRENT SURVEY CONTROL
 LX0789  ___________________________________________________________________
 LX0789* NAD 83(1986)-  41 05 37.     (N)    073 25 23.     (W)     SCALED    
 LX0789* NAVD 88     -        10.496  (meters)      34.44   (feet)  ADJUSTED  
 LX0789  ___________________________________________________________________
 LX0789  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0789  DYNAMIC HT  -          10.492 (meters)      34.42  (feet)  COMP
 LX0789  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LX0789
 LX0789  VERT ORDER  -  FIRST     CLASS I
 LX0789
 LX0789.The horizontal coordinates were scaled from a topographic map and have
 LX0789.an estimated accuracy of +/- 6 seconds.
 LX0789
 LX0789.The orthometric height was determined by differential leveling
 LX0789.and adjusted by the National Geodetic Survey in June 1991..
 LX0789
 LX0789.The geoid height was determined by GEOID03.
 LX0789
 LX0789.The dynamic height is computed by dividing the NAVD 88
 LX0789.geopotential number by the normal gravity value computed on the
 LX0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0789.degrees latitude (g = 980.6199 gals.).
 LX0789
 LX0789.The modeled gravity was interpolated from observed gravity values.
 LX0789
 LX0789;                    North         East    Units  Estimated Accuracy
 LX0789;SPC CT       -   181,530.      248,250.      MT  (+/- 180 meters Scaled)
 LX0789
 LX0789                          SUPERSEDED SURVEY CONTROL
 LX0789
 LX0789.No superseded survey control is available for this station.
 LX0789
 LX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL324503(NAD 83)
 LX0789_MARKER: DB = BENCH MARK DISK
 LX0789_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0789_SP_SET: OVERPASS
 LX0789_STAMPING: A 15 1935
 LX0789_MARK LOGO: CGS   
 LX0789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0789
 LX0789  HISTORY     - Date     Condition        Report By
 LX0789  HISTORY     - 1935     MONUMENTED       CGS
 LX0789  HISTORY     - 1965     GOOD             NGS
 LX0789  HISTORY     - 1983     GOOD             NGS
 LX0789  HISTORY     - 1984     GOOD             NGS
 LX0789  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0789
 LX0789                          STATION DESCRIPTION
 LX0789
 LX0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0789'AT SOUTH NORWALK.
 LX0789'AT SOUTH NORWALK, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0789'RAILROAD, ABOUT 650 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 LX0789'STATION, SET ON THE TOP OF THE SOUTHEAST STONE MASONRY WING
 LX0789'WALL AT THE SOUTHWEST END OF THE OVERPASS OVER SPRING STREET,
 LX0789'14 FEET NORTHEAST OF THE NORTH CORNER OF CONCRETE BASE FOR
 LX0789'ELECTRIC TOWER NO. 517, 6.2 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LX0789'1.7 FEET SOUTH OF BENCH MARK V 1 = 162 (USE) AND ABOUT 1 FOOT
 LX0789'BELOW THE LEVEL OF THE TRACK.
 LX0789
 LX0789                          STATION RECOVERY (1983)
 LX0789
 LX0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0789'RECOVERED IN GOOD CONDITION.
 LX0789
 LX0789                          STATION RECOVERY (1984)
 LX0789
 LX0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0789'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0789'THE RAILROAD IS NOW AMTRAK.
 LX0789
 LX0789                          STATION RECOVERY (1985)
 LX0789
 LX0789'RECOVERY NOTE BY US POWER SQUADRON 1985 (KB)
 LX0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0569 ***********************************************************************
 LX0569  DESIGNATION -  A 16
 LX0569  PID         -  LX0569
 LX0569  STATE/COUNTY-  CT/HARTFORD
 LX0569  USGS QUAD   -  NEW BRITAIN (1992)
 LX0569
 LX0569                         *CURRENT SURVEY CONTROL
 LX0569  ___________________________________________________________________
 LX0569* NAD 83(1986)-  41 38 09.     (N)    072 45 53.     (W)     SCALED    
 LX0569* NAVD 88     -        18.218  (meters)      59.77   (feet)  ADJUSTED  
 LX0569  ___________________________________________________________________
 LX0569  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0569  DYNAMIC HT  -          18.212 (meters)      59.75  (feet)  COMP
 LX0569  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 LX0569
 LX0569  VERT ORDER  -  SECOND    CLASS 0
 LX0569
 LX0569.The horizontal coordinates were scaled from a topographic map and have
 LX0569.an estimated accuracy of +/- 6 seconds.
 LX0569
 LX0569.The orthometric height was determined by differential leveling
 LX0569.and adjusted by the National Geodetic Survey in June 1991..
 LX0569
 LX0569.The geoid height was determined by GEOID03.
 LX0569
 LX0569.The dynamic height is computed by dividing the NAVD 88
 LX0569.geopotential number by the normal gravity value computed on the
 LX0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0569.degrees latitude (g = 980.6199 gals.).
 LX0569
 LX0569.The modeled gravity was interpolated from observed gravity values.
 LX0569
 LX0569;                    North         East    Units  Estimated Accuracy
 LX0569;SPC CT       -   241,530.      303,570.      MT  (+/- 180 meters Scaled)
 LX0569
 LX0569                          SUPERSEDED SURVEY CONTROL
 LX0569
 LX0569  NGVD 29 (??/??/92)   18.503  (m)           60.71   (f) ADJ UNCH    2 0
 LX0569
 LX0569.Superseded values are not recommended for survey control.
 LX0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0569.See file dsdata.txt to determine how the superseded data were derived.
 LX0569
 LX0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM861117(NAD 83)
 LX0569_MARKER: DB = BENCH MARK DISK
 LX0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0569_SP_SET: GRANITE CANOPY FOUNDATION
 LX0569_STAMPING: A 16 1935
 LX0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0569
 LX0569  HISTORY     - Date     Condition        Report By
 LX0569  HISTORY     - 1935     MONUMENTED       CGS
 LX0569  HISTORY     - 1940     GOOD             NGS
 LX0569  HISTORY     - 1972     POOR             CTGS
 LX0569  HISTORY     - 1988     GOOD             USPSQD
 LX0569
 LX0569                          STATION DESCRIPTION
 LX0569
 LX0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LX0569'AT BERLIN.
 LX0569'AT BERLIN, HARTFORD COUNTY, 180 FEET EAST OF THE NORTHEAST
 LX0569'CORNER OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION,
 LX0569'240 FEET NORTH OF A 20-FOOT WATER TOWER, AT A CINDER-ROAD
 LX0569'CROSSING, 80 FEET WEST OF THE ROAD, 10 FEET SOUTH OF THE
 LX0569'CENTERLINE OF THE MAIN EASTBOUND TRACK, AND 70 FEET SOUTH OF THE
 LX0569'PROPERTY LINE OF THE BERLIN CONSTRUCTION CO., 20 FEET EAST
 LX0569'OF THE EAST END OF THE CANOPY OVER AN EAST-AND-WEST LANDING
 LX0569'PLATFORM, AND IN THE TOP OF THE CENTER OF THE GRANITE FOUNDATION
 LX0569'STONE FOR THE CANOPY.
 LX0569
 LX0569                          STATION RECOVERY (1972)
 LX0569
 LX0569'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0569'MARK RECOVERED IN POOR CONDITION.
 LX0569
 LX0569                          STATION RECOVERY (1988)
 LX0569
 LX0569'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1795 ***********************************************************************
 LX1795  DESIGNATION -  A 16 RESET
 LX1795  PID         -  LX1795
 LX1795  STATE/COUNTY-  CT/HARTFORD
 LX1795  USGS QUAD   -  NEW BRITAIN (1992)
 LX1795
 LX1795                         *CURRENT SURVEY CONTROL
 LX1795  ___________________________________________________________________
 LX1795* NAD 83(1986)-  41 38 08.     (N)    072 45 54.     (W)     SCALED    
 LX1795* NAVD 88     -        17.981  (meters)      58.99   (feet)  ADJUSTED  
 LX1795  ___________________________________________________________________
 LX1795  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX1795  DYNAMIC HT  -          17.976 (meters)      58.98  (feet)  COMP
 LX1795  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX1795
 LX1795  VERT ORDER  -  FIRST     CLASS II
 LX1795
 LX1795.The horizontal coordinates were scaled from a topographic map and have
 LX1795.an estimated accuracy of +/- 6 seconds.
 LX1795
 LX1795.The orthometric height was determined by differential leveling
 LX1795.and adjusted by the National Geodetic Survey in June 1991..
 LX1795
 LX1795.The geoid height was determined by GEOID03.
 LX1795
 LX1795.The dynamic height is computed by dividing the NAVD 88
 LX1795.geopotential number by the normal gravity value computed on the
 LX1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1795.degrees latitude (g = 980.6199 gals.).
 LX1795
 LX1795.The modeled gravity was interpolated from observed gravity values.
 LX1795
 LX1795;                    North         East    Units  Estimated Accuracy
 LX1795;SPC CT       -   241,490.      303,550.      MT  (+/- 180 meters Scaled)
 LX1795
 LX1795                          SUPERSEDED SURVEY CONTROL
 LX1795
 LX1795.No superseded survey control is available for this station.
 LX1795
 LX1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM861117(NAD 83)
 LX1795_MARKER: DB = BENCH MARK DISK
 LX1795_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX1795+WITH SETTING: PAVEMENT
 LX1795_STAMPING: A 16 RESET 1976
 LX1795_MARK LOGO: NGS   
 LX1795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1795+STABILITY: SURFACE MOTION
 LX1795
 LX1795  HISTORY     - Date     Condition        Report By
 LX1795  HISTORY     - 1976     MONUMENTED       NGS
 LX1795  HISTORY     - 1984     GOOD             NGS
 LX1795
 LX1795                          STATION DESCRIPTION
 LX1795
 LX1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LX1795'IN BERLIN.
 LX1795'IN A CONCRETE BASE OF A SLIDING LOADING CRANE AT THE BERLINSTEEL
 LX1795'COMPANY YARD, 141 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 LX1795'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD DEPOT, ABOUT 200 FEET
 LX1795'WEST-NORTHWEST OF THE BERLIN STEEL COMPANY OFFICE BUILDING,125
 LX1795'FEET NORTHWEST OF A RAILROAD CROSSING AND 20.8 FEET NORTH OF A SPUR
 LX1795'LINE TRACK.
 LX1795
 LX1795                          STATION RECOVERY (1984)
 LX1795
 LX1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0685 ***********************************************************************
 LX0685  DESIGNATION -  A 17
 LX0685  PID         -  LX0685
 LX0685  STATE/COUNTY-  CT/LITCHFIELD
 LX0685  USGS QUAD   -  KENT (1971)
 LX0685
 LX0685                         *CURRENT SURVEY CONTROL
 LX0685  ___________________________________________________________________
 LX0685* NAD 83(1986)-  41 43 36.     (N)    073 28 30.     (W)     SCALED    
 LX0685* NAVD 88     -       121.041  (meters)     397.12   (feet)  ADJUSTED  
 LX0685  ___________________________________________________________________
 LX0685  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX0685  DYNAMIC HT  -         120.999 (meters)     396.98  (feet)  COMP
 LX0685  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 LX0685
 LX0685  VERT ORDER  -  FIRST     CLASS II
 LX0685
 LX0685.The horizontal coordinates were scaled from a topographic map and have
 LX0685.an estimated accuracy of +/- 6 seconds.
 LX0685
 LX0685.The orthometric height was determined by differential leveling
 LX0685.and adjusted by the National Geodetic Survey in June 1991..
 LX0685
 LX0685.The geoid height was determined by GEOID03.
 LX0685
 LX0685.The dynamic height is computed by dividing the NAVD 88
 LX0685.geopotential number by the normal gravity value computed on the
 LX0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0685.degrees latitude (g = 980.6199 gals.).
 LX0685
 LX0685.The modeled gravity was interpolated from observed gravity values.
 LX0685
 LX0685;                    North         East    Units  Estimated Accuracy
 LX0685;SPC CT       -   251,870.      244,480.      MT  (+/- 180 meters Scaled)
 LX0685
 LX0685                          SUPERSEDED SURVEY CONTROL
 LX0685
 LX0685  NGVD 29 (??/??/92)  121.302  (m)          397.97   (f) ADJ UNCH    1 2
 LX0685
 LX0685.Superseded values are not recommended for survey control.
 LX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0685.See file dsdata.txt to determine how the superseded data were derived.
 LX0685
 LX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM268205(NAD 83)
 LX0685_MARKER: DB = BENCH MARK DISK
 LX0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0685_STAMPING: A 17 1935
 LX0685_MARK LOGO: CGS   
 LX0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0685+STABILITY: SURFACE MOTION
 LX0685
 LX0685  HISTORY     - Date     Condition        Report By
 LX0685  HISTORY     - 1935     MONUMENTED       CGS
 LX0685  HISTORY     - 1984     GOOD             NGS
 LX0685
 LX0685                          STATION DESCRIPTION
 LX0685
 LX0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0685'AT KENT.
 LX0685'AT KENT, LITCHFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0685'HARTFORD RAILROAD, 64 FEET SOUTH OF THE STATION, 11 FEET
 LX0685'NORTH OF GUY POLE C 7550, 6 FEET SOUTH OF THE NORTHEAST CORNER
 LX0685'OF THE HEDGE AROUND THE LIBRARY GROUNDS, 17 FEET WEST OF THE
 LX0685'WEST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 LX0685'A 17 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 LX0685'ABOVE GROUND.
 LX0685
 LX0685                          STATION RECOVERY (1984)
 LX0685
 LX0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0557 ***********************************************************************
 LX0557  DESIGNATION -  A 18
 LX0557  PID         -  LX0557
 LX0557  STATE/COUNTY-  CT/HARTFORD
 LX0557  USGS QUAD   -  AVON (1984)
 LX0557
 LX0557                         *CURRENT SURVEY CONTROL
 LX0557  ___________________________________________________________________
 LX0557* NAD 83(1986)-  41 48 23.     (N)    072 49 23.     (W)     SCALED    
 LX0557* NAVD 88     -        52.382  (meters)     171.86   (feet)  ADJUSTED  
 LX0557  ___________________________________________________________________
 LX0557  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX0557  DYNAMIC HT  -          52.367 (meters)     171.81  (feet)  COMP
 LX0557  MODELED GRAV-     980,334.8   (mgal)                       NAVD 88
 LX0557
 LX0557  VERT ORDER  -  FIRST     CLASS II
 LX0557
 LX0557.The horizontal coordinates were scaled from a topographic map and have
 LX0557.an estimated accuracy of +/- 6 seconds.
 LX0557
 LX0557.The orthometric height was determined by differential leveling
 LX0557.and adjusted by the National Geodetic Survey in June 1991..
 LX0557
 LX0557.The geoid height was determined by GEOID03.
 LX0557
 LX0557.The dynamic height is computed by dividing the NAVD 88
 LX0557.geopotential number by the normal gravity value computed on the
 LX0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0557.degrees latitude (g = 980.6199 gals.).
 LX0557
 LX0557.The modeled gravity was interpolated from observed gravity values.
 LX0557
 LX0557;                    North         East    Units  Estimated Accuracy
 LX0557;SPC CT       -   260,470.      298,730.      MT  (+/- 180 meters Scaled)
 LX0557
 LX0557                          SUPERSEDED SURVEY CONTROL
 LX0557
 LX0557  NGVD 29 (??/??/92)   52.625  (m)          172.65   (f) ADJ UNCH    1 2
 LX0557
 LX0557.Superseded values are not recommended for survey control.
 LX0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0557.See file dsdata.txt to determine how the superseded data were derived.
 LX0557
 LX0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM808305(NAD 83)
 LX0557_MARKER: DB = BENCH MARK DISK
 LX0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0557_SP_SET: BRIDGE PARAPET WALL
 LX0557_STAMPING: A 18 1935
 LX0557_MARK LOGO: CGS   
 LX0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0557
 LX0557  HISTORY     - Date     Condition        Report By
 LX0557  HISTORY     - 1935     MONUMENTED       CGS
 LX0557  HISTORY     - 1935     GOOD             NGS
 LX0557  HISTORY     - 1984     GOOD             USPSQD
 LX0557  HISTORY     - 1985     GOOD             NGS
 LX0557
 LX0557                          STATION DESCRIPTION
 LX0557
 LX0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0557'0.4 MI E FROM AVON.
 LX0557'0.4 MILE EAST ALONG U.S. HIGHWAY 44 FROM THE CROSSROADS AT
 LX0557'AVON, HARTFORD COUNTY, 27 FEET WEST OF POLE 2808, AT A 70-FOOT
 LX0557'CONCRETE BRIDGE OVER FARMINGTON RIVER, 5 FEET EAST OF THE
 LX0557'SOUTHWEST CORNER, IN THE WEST END OF THE SOUTH PARAPET WALL, AND
 LX0557'ABOUT 14 INCHES HIGHER THAN THE PAVEMENT.  A STANDARD DISK,
 LX0557'STAMPED A 18 1935.
 LX0557
 LX0557                          STATION RECOVERY (1984)
 LX0557
 LX0557'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0557'PROCEED WEST ON RTE 44 FROM THE INTERSECTION OF RTE 44 AND EAST MAIN
 LX0557'ST. AVON. (OLD FARMS INN) FOR 0.3 MILES TO STONE ABUTMENT BRIDGE.
 LX0557'FROM THE SOUTH WEST CORNER OF THE ABUTMENT, ON THE ROAD SIDE, 4 FT. 7
 LX0557'IN. AND 11 INCHES ABOVE THE ROAD SURFACE CEMENTED HORIZONTALLY, THE
 LX0557'DATE 1935, 3 APPEARS UNDER A PEIN INDENTATION.
 LX0557
 LX0557                          STATION RECOVERY (1985)
 LX0557
 LX0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0557'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN AVON, 0.6 KM
 LX0557'(0.4 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE HIGHWAY
 LX0557'10 NORTH TO THE MARK ON THE RIGHT, NEAR THE WEST END OF U.S. HIGHWAY
 LX0557'44 BRIDGE OVER THE FARMINGTON RIVER, IN TOP OF THE SOUTH CONCRETE
 LX0557'CURBING OF THE BRIDGE, 7.71 METERS (25.3 FT) SOUTH OF THE CENTER LINE
 LX0557'OF THE HIGHWAY, 1.40 METERS (4.6 FT) EAST OF THE WEST END OF THE
 LX0557'BRIDGE, 5.33 METERS (17.5 FT) EAST-NORTHEAST OF POWER POLE NUMBER 153
 LX0557'WITH 3 TRANSFORMERS.
 LX0557'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0544 ***********************************************************************
 MZ0544  DESIGNATION -  A 19
 MZ0544  PID         -  MZ0544
 MZ0544  STATE/COUNTY-  CT/LITCHFIELD
 MZ0544  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0544
 MZ0544                         *CURRENT SURVEY CONTROL
 MZ0544  ___________________________________________________________________
 MZ0544* NAD 83(1986)-  42 00 48.     (N)    073 17 02.     (W)     SCALED    
 MZ0544* NAVD 88     -       246.395  (meters)     808.38   (feet)  ADJUSTED  
 MZ0544  ___________________________________________________________________
 MZ0544  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 MZ0544  DYNAMIC HT  -         246.312 (meters)     808.11  (feet)  COMP
 MZ0544  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 MZ0544
 MZ0544  VERT ORDER  -  SECOND    CLASS 0
 MZ0544
 MZ0544.The horizontal coordinates were scaled from a topographic map and have
 MZ0544.an estimated accuracy of +/- 6 seconds.
 MZ0544
 MZ0544.The orthometric height was determined by differential leveling
 MZ0544.and adjusted by the National Geodetic Survey in June 1991..
 MZ0544
 MZ0544.The geoid height was determined by GEOID03.
 MZ0544
 MZ0544.The dynamic height is computed by dividing the NAVD 88
 MZ0544.geopotential number by the normal gravity value computed on the
 MZ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0544.degrees latitude (g = 980.6199 gals.).
 MZ0544
 MZ0544.The modeled gravity was interpolated from observed gravity values.
 MZ0544
 MZ0544;                    North         East    Units  Estimated Accuracy
 MZ0544;SPC CT       -   283,590.      260,580.      MT  (+/- 180 meters Scaled)
 MZ0544
 MZ0544                          SUPERSEDED SURVEY CONTROL
 MZ0544
 MZ0544  NGVD 29 (??/??/92)  246.60   (m)          809.1    (f) COMPUTED    2 0
 MZ0544
 MZ0544.Superseded values are not recommended for survey control.
 MZ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0544.See file dsdata.txt to determine how the superseded data were derived.
 MZ0544
 MZ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM420526(NAD 83)
 MZ0544_MARKER: DB = BENCH MARK DISK
 MZ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0544_STAMPING: A 19 1935
 MZ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0544+STABILITY: SURFACE MOTION
 MZ0544
 MZ0544  HISTORY     - Date     Condition        Report By
 MZ0544  HISTORY     - 1935     MONUMENTED       CGS
 MZ0544  HISTORY     - 1942     GOOD             NGS
 MZ0544  HISTORY     - 1972     MARK NOT FOUND   CTGS
 MZ0544  HISTORY     - 1984     MARK NOT FOUND   NGS
 MZ0544
 MZ0544                          STATION DESCRIPTION
 MZ0544
 MZ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ0544'AT EAST CANAAN.
 MZ0544'AT EAST CANAAN, LITCHFIELD COUNTY, AT THE PARK, 27 FEET NORTHWEST
 MZ0544'OF THE NORTHWEST CORNER OF A WORLD WAR MONUMENT, 33 FEET SOUTH
 MZ0544'OF THE CENTERLINE OF U.S. HIGHWAY 44 AND ABOUT 1 FOOT HIGHER
 MZ0544'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 19 1935 AND SET
 MZ0544'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MZ0544
 MZ0544                          STATION RECOVERY (1972)
 MZ0544
 MZ0544'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 MZ0544'MARK NOT FOUND.
 MZ0544
 MZ0544                          STATION RECOVERY (1984)
 MZ0544
 MZ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ0544'NOT RECOVERED, A SEARCH WAS MADE AND NO EVIDENCE OF MARK WAS FOUND,
 MZ0544'AREA IS BUILT UP AND LOCATION OF HIGHWAY HAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1181 ***********************************************************************
 LX1181  DESIGNATION -  A 2
 LX1181  PID         -  LX1181
 LX1181  STATE/COUNTY-  CT/FAIRFIELD
 LX1181  USGS QUAD   -  STAMFORD (1984)
 LX1181
 LX1181                         *CURRENT SURVEY CONTROL
 LX1181  ___________________________________________________________________
 LX1181* NAD 83(1986)-  41 02 01.     (N)    073 32 41.     (W)     SCALED    
 LX1181* NAVD 88     -         1.569  (meters)       5.15   (feet)  ADJUSTED  
 LX1181  ___________________________________________________________________
 LX1181  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX1181  DYNAMIC HT  -           1.568 (meters)       5.14  (feet)  COMP
 LX1181  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX1181
 LX1181  VERT ORDER  -  FIRST     CLASS I
 LX1181
 LX1181.The horizontal coordinates were scaled from a topographic map and have
 LX1181.an estimated accuracy of +/- 6 seconds.
 LX1181
 LX1181.The orthometric height was determined by differential leveling
 LX1181.and adjusted by the National Geodetic Survey in June 1991..
 LX1181
 LX1181.The geoid height was determined by GEOID03.
 LX1181
 LX1181.The dynamic height is computed by dividing the NAVD 88
 LX1181.geopotential number by the normal gravity value computed on the
 LX1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1181.degrees latitude (g = 980.6199 gals.).
 LX1181
 LX1181.The modeled gravity was interpolated from observed gravity values.
 LX1181
 LX1181;                    North         East    Units  Estimated Accuracy
 LX1181;SPC CT       -   174,950.      237,970.      MT  (+/- 180 meters Scaled)
 LX1181
 LX1181                          SUPERSEDED SURVEY CONTROL
 LX1181
 LX1181  NGVD 29 (??/??/92)    1.91   (m)            6.3    (f) COMPUTED    1 1
 LX1181
 LX1181.Superseded values are not recommended for survey control.
 LX1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1181.See file dsdata.txt to determine how the superseded data were derived.
 LX1181
 LX1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL223435(NAD 83)
 LX1181_MARKER: Z = SEE DESCRIPTION
 LX1181_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX1181_SP_SET: ROCK
 LX1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1181
 LX1181  HISTORY     - Date     Condition        Report By
 LX1181  HISTORY     - UNK      MONUMENTED       DOD
 LX1181  HISTORY     - 1965     GOOD             NGS
 LX1181
 LX1181                          STATION DESCRIPTION
 LX1181
 LX1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1181'1.9 MI SW FROM STAMFORD.
 LX1181'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX1181'OF ATLANTIC AVENUE AT STAMFORD, THENCE 0.5 MILE SOUTH ALONG
 LX1181'FAIRFIELD AVENUE, THENCE 0.2 MILE EAST ALONG SELLER STREET,
 LX1181'THENCE 0.2 MILE SOUTH ALONG SOUTHFIELD AVENUE TO SOUTH
 LX1181'ENTRANCE TO THE MT. VERNON DIE CASTING CORP, THENCE 0.1 MILE
 LX1181'EAST ALONG ROAD THROUGH PLANT, THENCE 0.15 MILE SOUTH ALONG
 LX1181'WEST BANK OF WEST BRANCH OF STAMFORD HARBOR, IN THE REAR OF THE
 LX1181'HOFFMAN FUEL COMPANY BUILDING, ON TOP OF A LARGE WHITE ROCK, AT
 LX1181'THE EDGE OF WATER AT LOW TIDE, SET IN A 6-BY-6-INCH AND 1/4
 LX1181'INCH DEEP DEPRESSED HOLE ON SOUTH SIDE OF LARGE WHITE ROCK AND
 LX1181'15 FEET SOUTHWEST OF THE HIGHEST PART OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0809 ***********************************************************************
 LX0809  DESIGNATION -  A 2
 LX0809  PID         -  LX0809
 LX0809  STATE/COUNTY-  CT/FAIRFIELD
 LX0809  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0809
 LX0809                         *CURRENT SURVEY CONTROL
 LX0809  ___________________________________________________________________
 LX0809* NAD 83(1986)-  41 07 18.     (N)    073 21 19.     (W)     SCALED    
 LX0809* NAVD 88     -         9.089  (meters)      29.82   (feet)  POSTED    
 LX0809  ___________________________________________________________________
 LX0809  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX0809  DYNAMIC HT  -           9.090 (meters)      29.82  (feet)  COMP
 LX0809  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 LX0809
 LX0809  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LX0809
 LX0809.The horizontal coordinates were scaled from a topographic map and have
 LX0809.an estimated accuracy of +/- 6 seconds.
 LX0809
 LX0809.The orthometric height was determined by differential leveling
 LX0809.and adjusted by the National Geodetic Survey in 1992..
 LX0809.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LX0809.rate of 3.1 thru 4.0 mm/km.
 LX0809
 LX0809.The geoid height was determined by GEOID03.
 LX0809
 LX0809.The dynamic height is computed by dividing the NAVD 88
 LX0809.geopotential number by the normal gravity value computed on the
 LX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0809.degrees latitude (g = 980.6199 gals.).
 LX0809
 LX0809.The modeled gravity was interpolated from observed gravity values.
 LX0809
 LX0809;                    North         East    Units  Estimated Accuracy
 LX0809;SPC CT       -   184,600.      253,970.      MT  (+/- 180 meters Scaled)
 LX0809
 LX0809                          SUPERSEDED SURVEY CONTROL
 LX0809
 LX0809.No superseded survey control is available for this station.
 LX0809
 LX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL380535(NAD 83)
 LX0809_MARKER: DB = BENCH MARK DISK
 LX0809_SETTING: 80 = SET IN A BOULDER
 LX0809_SP_SET: BOULDER
 LX0809_STAMPING: A 2 1922 ELEV 30.935 FT
 LX0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0809+STABILITY: SURFACE MOTION
 LX0809
 LX0809  HISTORY     - Date     Condition        Report By
 LX0809  HISTORY     - 1922     MONUMENTED       CGS
 LX0809  HISTORY     - 1959     GOOD             NGS
 LX0809  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0809  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0809  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LX0809  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0809
 LX0809                          STATION DESCRIPTION
 LX0809
 LX0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0809'0.8 MI E FROM WESTPORT.
 LX0809'0.8 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0809'RAILROAD FROM THE STATION AT WESTPORT, SET IN THE TOP OF A
 LX0809'ROUNDED ROCK BOULDER NEAR THE OVERHEAD CROSSING OF HALES ROAD
 LX0809'OVER THE TRACKS AND CONNECTICUT TURNPIKE (WHICH PARALLEL TRACKS)
 LX0809'21 FEET SOUTH OF THE SOUTH RAIL, 33 FEET SOUTHWEST OF POWER
 LX0809'LINE TRANSMISSION TOWER 591, 400 FEET WEST OF THE OVERHEAD
 LX0809'CROSSING OF HALES ROAD, 3 FEET SOUTHWEST OF THE SOUTHWEST ONE
 LX0809'OF A GROUP OF THREE SMALL TREES.  (MARK MAY BE COVERED WITH VINES
 LX0809'AND BRUSH).
 LX0809
 LX0809                          STATION RECOVERY (1965)
 LX0809
 LX0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0809'MARK NOT FOUND.
 LX0809
 LX0809                          STATION RECOVERY (1983)
 LX0809
 LX0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0809'MARK NOT FOUND.
 LX0809
 LX0809                          STATION RECOVERY (1984)
 LX0809
 LX0809'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LX0809'MARK NOT FOUND.
 LX0809
 LX0809                          STATION RECOVERY (1988)
 LX0809
 LX0809'RECOVERY NOTE BY US POWER SQUADRON 1988 (SS)
 LX0809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0182 ***********************************************************************
 LX0182  DESIGNATION -  A 20
 LX0182  PID         -  LX0182
 LX0182  STATE/COUNTY-  CT/NEW LONDON
 LX0182  USGS QUAD   -  NEW LONDON (1984)
 LX0182
 LX0182                         *CURRENT SURVEY CONTROL
 LX0182  ___________________________________________________________________
 LX0182* NAD 83(1986)-  41 20 02.     (N)    072 01 18.     (W)     SCALED    
 LX0182* NAVD 88     -         4.259  (meters)      13.97   (feet)  ADJUSTED  
 LX0182  ___________________________________________________________________
 LX0182  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX0182  DYNAMIC HT  -           4.257 (meters)      13.97  (feet)  COMP
 LX0182  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX0182
 LX0182  VERT ORDER  -  FIRST     CLASS I
 LX0182
 LX0182.The horizontal coordinates were scaled from a topographic map and have
 LX0182.an estimated accuracy of +/- 6 seconds.
 LX0182
 LX0182.The orthometric height was determined by differential leveling
 LX0182.and adjusted by the National Geodetic Survey in June 1991..
 LX0182
 LX0182.The geoid height was determined by GEOID03.
 LX0182
 LX0182.The dynamic height is computed by dividing the NAVD 88
 LX0182.geopotential number by the normal gravity value computed on the
 LX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0182.degrees latitude (g = 980.6199 gals.).
 LX0182
 LX0182.The modeled gravity was interpolated from observed gravity values.
 LX0182
 LX0182;                    North         East    Units  Estimated Accuracy
 LX0182;SPC CT       -   208,250.      365,770.      MT  (+/- 180 meters Scaled)
 LX0182
 LX0182                          SUPERSEDED SURVEY CONTROL
 LX0182
 LX0182.No superseded survey control is available for this station.
 LX0182
 LX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL492801(NAD 83)
 LX0182_MARKER: DB = BENCH MARK DISK
 LX0182_SETTING: 66 = SET IN ROCK OUTCROP
 LX0182_SP_SET: ROCK LEDGE
 LX0182_STAMPING: A 20 1953
 LX0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0182+STABILITY: POSITION/ELEVATION WELL
 LX0182
 LX0182  HISTORY     - Date     Condition        Report By
 LX0182  HISTORY     - 1953     MONUMENTED       CGS
 LX0182  HISTORY     - 1965     GOOD             NGS
 LX0182  HISTORY     - 1983     GOOD             USPSQD
 LX0182  HISTORY     - 1988     GOOD             USPSQD
 LX0182  HISTORY     - 1990     GOOD             USPSQD
 LX0182
 LX0182                          STATION DESCRIPTION
 LX0182
 LX0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0182'1.8 MI SE FROM GROTON.
 LX0182'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0182'AT GROTON, THENCE 0.35 MILE SOUTH ALONG DEPOT ROAD, THENCE 0.8
 LX0182'MILE SOUTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0182'RAILROAD, 123 FEET NORTH OF THE CENTER OF A PRIVATE ROAD
 LX0182'CROSSING, ABOUT 120 YARDS EAST OF AND ACROSS TRACKS FROM
 LX0182'MILEPOST B 101 - NH 56, SET ON TOP OF A ROCK LEDGE AT THE
 LX0182'SOUTHEAST END OF A SHORT ROCK CUT, 75 FEET NORTHEAST OF AND ACROSS
 LX0182'A SIDE TRACK FROM THE NORTHEAST RAIL OF THE NORTHWEST BOUND
 LX0182'MAIN TRACK, 124 FEET NORTH OF AND ACROSS TRACKS FROM A SWITCH
 LX0182'STAND, ABOUT 1.4 MILES NORTHWEST OF RAILROAD OVERPASS OVER
 LX0182'STATE HIGHWAY 215 AT NOANK AND 2 1/2 FEET ABOVE THE LEVEL OF THE
 LX0182'TRACK.
 LX0182
 LX0182                          STATION RECOVERY (1983)
 LX0182
 LX0182'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0182'RECOVERED IN GOOD CONDITION.
 LX0182
 LX0182                          STATION RECOVERY (1988)
 LX0182
 LX0182'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0182'RECOVERED IN GOOD CONDITION.
 LX0182
 LX0182                          STATION RECOVERY (1990)
 LX0182
 LX0182'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1650 ***********************************************************************
 LX1650  DESIGNATION -  A 2047
 LX1650  PID         -  LX1650
 LX1650  STATE/COUNTY-  CT/HARTFORD
 LX1650  USGS QUAD   -  NEW BRITAIN (1992)
 LX1650
 LX1650                         *CURRENT SURVEY CONTROL
 LX1650  ___________________________________________________________________
 LX1650* NAD 83(1986)-  41 38 46.     (N)    072 46 15.     (W)     SCALED    
 LX1650* NAVD 88     -        25.762  (meters)      84.52   (feet)  ADJUSTED  
 LX1650  ___________________________________________________________________
 LX1650  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX1650  DYNAMIC HT  -          25.754 (meters)      84.49  (feet)  COMP
 LX1650  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 LX1650
 LX1650  VERT ORDER  -  FIRST     CLASS II
 LX1650
 LX1650.The horizontal coordinates were scaled from a topographic map and have
 LX1650.an estimated accuracy of +/- 6 seconds.
 LX1650
 LX1650.The orthometric height was determined by differential leveling
 LX1650.and adjusted by the National Geodetic Survey in June 1991..
 LX1650.WARNING-Repeat measurements at this control monument indicate possible
 LX1650.vertical movement.
 LX1650
 LX1650.The geoid height was determined by GEOID03.
 LX1650
 LX1650.The dynamic height is computed by dividing the NAVD 88
 LX1650.geopotential number by the normal gravity value computed on the
 LX1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1650.degrees latitude (g = 980.6199 gals.).
 LX1650
 LX1650.The modeled gravity was interpolated from observed gravity values.
 LX1650
 LX1650;                    North         East    Units  Estimated Accuracy
 LX1650;SPC CT       -   242,670.      303,070.      MT  (+/- 180 meters Scaled)
 LX1650
 LX1650                          SUPERSEDED SURVEY CONTROL
 LX1650
 LX1650.No superseded survey control is available for this station.
 LX1650
 LX1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM856128(NAD 83)
 LX1650_STAMPING: CDH A 2047 BASE LINE
 LX1650_MARK LOGO: CTDT  
 LX1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1650+STABILITY: SURFACE MOTION
 LX1650
 LX1650  HISTORY     - Date     Condition        Report By
 LX1650  HISTORY     - UNK      MONUMENTED       CTDT
 LX1650  HISTORY     - 1978     GOOD             NGS
 LX1650  HISTORY     - 1984     GOOD             NGS
 LX1650
 LX1650                          STATION DESCRIPTION
 LX1650
 LX1650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1650'1.8 MI SOUTH FROM NEW BRITAIN.
 LX1650'1.8 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST
 LX1650'MAIN STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE MARK ON THE LEFT
 LX1650'72, 46 FEET EAST OF POWER POLE NUMBER 99396 WITH 2 TRANSFORMERS,
 LX1650'THE BRIDGE.
 LX1650
 LX1650                          STATION RECOVERY (1984)
 LX1650
 LX1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3278 ***********************************************************************
 LX3278  DESIGNATION -  A 207
 LX3278  PID         -  LX3278
 LX3278  STATE/COUNTY-  CT/HARTFORD
 LX3278  USGS QUAD   -  GLASTONBURY (1992)
 LX3278
 LX3278                         *CURRENT SURVEY CONTROL
 LX3278  ___________________________________________________________________
 LX3278* NAD 83(1986)-  41 39 31.     (N)    072 30 27.     (W)     SCALED    
 LX3278* NAVD 88     -       152.981  (meters)     501.91   (feet)  ADJUSTED  
 LX3278  ___________________________________________________________________
 LX3278  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX3278  DYNAMIC HT  -         152.930 (meters)     501.74  (feet)  COMP
 LX3278  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LX3278
 LX3278  VERT ORDER  -  FIRST     CLASS II
 LX3278
 LX3278.The horizontal coordinates were scaled from a topographic map and have
 LX3278.an estimated accuracy of +/- 6 seconds.
 LX3278
 LX3278.The orthometric height was determined by differential leveling
 LX3278.and adjusted by the National Geodetic Survey in June 1991..
 LX3278
 LX3278.The geoid height was determined by GEOID03.
 LX3278
 LX3278.The dynamic height is computed by dividing the NAVD 88
 LX3278.geopotential number by the normal gravity value computed on the
 LX3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3278.degrees latitude (g = 980.6199 gals.).
 LX3278
 LX3278.The modeled gravity was interpolated from observed gravity values.
 LX3278
 LX3278;                    North         East    Units  Estimated Accuracy
 LX3278;SPC CT       -   244,080.      325,000.      MT  (+/- 180 meters Scaled)
 LX3278
 LX3278                          SUPERSEDED SURVEY CONTROL
 LX3278
 LX3278.No superseded survey control is available for this station.
 LX3278
 LX3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM075148(NAD 83)
 LX3278_MARKER: DD = SURVEY DISK
 LX3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3278_SP_SET: CONCRETE POST
 LX3278_STAMPING: A 207
 LX3278_MARK LOGO: CTDT  
 LX3278_PROJECTION: FLUSH
 LX3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3278+STABILITY: SURFACE MOTION
 LX3278
 LX3278  HISTORY     - Date     Condition        Report By
 LX3278  HISTORY     - UNK      MONUMENTED       CTDT
 LX3278  HISTORY     - 1986     GOOD             NGS
 LX3278
 LX3278                          STATION DESCRIPTION
 LX3278
 LX3278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3278'5.2 KM (3.25 MI) NW FROM MARLBOROUGH.
 LX3278'5.2 KM (3.25 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LX3278'WITH STATE HIGHWAY 66 IN MARLBOROUGH TO THE MARK ON THE RIGHT.  IT IS
 LX3278'8.72 METERS (28.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.36
 LX3278'METERS (30.7 FT) SOUTHEAST OF A 8-INCH PINE TREE AND 7.68 METERS
 LX3278'(25.2 FT) WEST OF A 6-INCH OAK TREE.
 LX3278'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LX3278'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2787 ***********************************************************************
 LX2787  DESIGNATION -  A 250
 LX2787  PID         -  LX2787
 LX2787  STATE/COUNTY-  CT/HARTFORD
 LX2787  USGS QUAD   -  BRISTOL (1984)
 LX2787
 LX2787                         *CURRENT SURVEY CONTROL
 LX2787  ___________________________________________________________________
 LX2787* NAD 83(1986)-  41 42 22.     (N)    072 52 57.     (W)     SCALED    
 LX2787* NAVD 88     -        96.119  (meters)     315.35   (feet)  ADJUSTED  
 LX2787  ___________________________________________________________________
 LX2787  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX2787  DYNAMIC HT  -          96.091 (meters)     315.26  (feet)  COMP
 LX2787  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 LX2787
 LX2787  VERT ORDER  -  FIRST     CLASS II
 LX2787
 LX2787.The horizontal coordinates were scaled from a topographic map and have
 LX2787.an estimated accuracy of +/- 6 seconds.
 LX2787
 LX2787.The orthometric height was determined by differential leveling
 LX2787.and adjusted by the National Geodetic Survey in June 1991..
 LX2787
 LX2787.The geoid height was determined by GEOID03.
 LX2787
 LX2787.The dynamic height is computed by dividing the NAVD 88
 LX2787.geopotential number by the normal gravity value computed on the
 LX2787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2787.degrees latitude (g = 980.6199 gals.).
 LX2787
 LX2787.The modeled gravity was interpolated from observed gravity values.
 LX2787
 LX2787;                    North         East    Units  Estimated Accuracy
 LX2787;SPC CT       -   249,340.      293,770.      MT  (+/- 180 meters Scaled)
 LX2787
 LX2787                          SUPERSEDED SURVEY CONTROL
 LX2787
 LX2787.No superseded survey control is available for this station.
 LX2787
 LX2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM761193(NAD 83)
 LX2787_MARKER: DD = SURVEY DISK
 LX2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2787_SP_SET: CONCRETE POST
 LX2787_STAMPING: A 250
 LX2787_MARK LOGO: CTDT  
 LX2787_PROJECTION: FLUSH
 LX2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2787+STABILITY: SURFACE MOTION
 LX2787
 LX2787  HISTORY     - Date     Condition        Report By
 LX2787  HISTORY     - UNK      MONUMENTED       CTDT
 LX2787  HISTORY     - 1985     GOOD             NGS
 LX2787
 LX2787                          STATION DESCRIPTION
 LX2787
 LX2787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2787'0.2 KM (0.1 MI) WEST FROM FARMINGTON.
 LX2787'0.2 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION OF
 LX2787'STATE HIGHWAY 177 IN FARMINGTON TO THE MARK ON THE RIGHT, AT THE
 LX2787'ENTRANCE TO ONE STORY ABANDONED CABINS, 15.21 METERS (49.9 FT)
 LX2787'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.37 METERS (20.9
 LX2787'FT) SOUTH-SOUTHEAST OF AN 14-INCH MAPLE TREE.
 LX2787'THE MARK IS 0.20 METERS  SSE FROM  A WITNESS POST
 LX2787'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3279 ***********************************************************************
 LX3279  DESIGNATION -  A 2566
 LX3279  PID         -  LX3279
 LX3279  STATE/COUNTY-  CT/HARTFORD
 LX3279  USGS QUAD   -  GLASTONBURY (1992)
 LX3279
 LX3279                         *CURRENT SURVEY CONTROL
 LX3279  ___________________________________________________________________
 LX3279* NAD 83(1986)-  41 39 37.     (N)    072 31 04.     (W)     SCALED    
 LX3279* NAVD 88     -       131.071  (meters)     430.02   (feet)  ADJUSTED  
 LX3279  ___________________________________________________________________
 LX3279  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX3279  DYNAMIC HT  -         131.027 (meters)     429.88  (feet)  COMP
 LX3279  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX3279
 LX3279  VERT ORDER  -  FIRST     CLASS II
 LX3279
 LX3279.The horizontal coordinates were scaled from a topographic map and have
 LX3279.an estimated accuracy of +/- 6 seconds.
 LX3279
 LX3279.The orthometric height was determined by differential leveling
 LX3279.and adjusted by the National Geodetic Survey in June 1991..
 LX3279
 LX3279.The geoid height was determined by GEOID03.
 LX3279
 LX3279.The dynamic height is computed by dividing the NAVD 88
 LX3279.geopotential number by the normal gravity value computed on the
 LX3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3279.degrees latitude (g = 980.6199 gals.).
 LX3279
 LX3279.The modeled gravity was interpolated from observed gravity values.
 LX3279
 LX3279;                    North         East    Units  Estimated Accuracy
 LX3279;SPC CT       -   244,270.      324,140.      MT  (+/- 180 meters Scaled)
 LX3279
 LX3279                          SUPERSEDED SURVEY CONTROL
 LX3279
 LX3279.No superseded survey control is available for this station.
 LX3279
 LX3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM066150(NAD 83)
 LX3279_MARKER: DD = SURVEY DISK
 LX3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3279_SP_SET: CONCRETE POST
 LX3279_STAMPING: A 2566
 LX3279_MARK LOGO: CTDT  
 LX3279_PROJECTION: PROJECTING 12 CENTIMETERS
 LX3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3279+STABILITY: SURFACE MOTION
 LX3279
 LX3279  HISTORY     - Date     Condition        Report By
 LX3279  HISTORY     - UNK      MONUMENTED       CTDT
 LX3279  HISTORY     - 1986     GOOD             NGS
 LX3279
 LX3279                          STATION DESCRIPTION
 LX3279
 LX3279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3279'6.2 KM (3.85 MI) NW FROM MARLBOROUGH.
 LX3279'6.2 KM (3.85 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION
 LX3279'WITH STATE HIGHWAY 66 IN MARLBOROUGH TO THE MARK ON THE RIGHT.  IT IS
 LX3279'9.14 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 19.45
 LX3279'METERS (63.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CATCH BASIN.
 LX3279'THE MARK IS 0.48 METERS  N FROM  A WITNESS POST
 LX3279'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0888 ***********************************************************************
 LX0888  DESIGNATION -  A 3
 LX0888  PID         -  LX0888
 LX0888  STATE/COUNTY-  CT/NEW HAVEN
 LX0888  USGS QUAD   -  MILFORD (1984)
 LX0888
 LX0888                         *CURRENT SURVEY CONTROL
 LX0888  ___________________________________________________________________
 LX0888* NAD 83(1986)-  41 12 21.     (N)    073 06 26.     (W)     SCALED    
 LX0888* NAVD 88     -         9.665  (meters)      31.71   (feet)  ADJUSTED  
 LX0888  ___________________________________________________________________
 LX0888  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0888  DYNAMIC HT  -           9.662 (meters)      31.70  (feet)  COMP
 LX0888  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 LX0888
 LX0888  VERT ORDER  -  FIRST     CLASS I
 LX0888
 LX0888.The horizontal coordinates were scaled from a topographic map and have
 LX0888.an estimated accuracy of +/- 6 seconds.
 LX0888
 LX0888.The orthometric height was determined by differential leveling
 LX0888.and adjusted by the National Geodetic Survey in June 1991..
 LX0888.WARNING-Repeat measurements at this control monument indicate possible
 LX0888.vertical movement.
 LX0888
 LX0888.The geoid height was determined by GEOID03.
 LX0888
 LX0888.The dynamic height is computed by dividing the NAVD 88
 LX0888.geopotential number by the normal gravity value computed on the
 LX0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0888.degrees latitude (g = 980.6199 gals.).
 LX0888
 LX0888.The modeled gravity was interpolated from observed gravity values.
 LX0888
 LX0888;                    North         East    Units  Estimated Accuracy
 LX0888;SPC CT       -   193,830.      274,840.      MT  (+/- 180 meters Scaled)
 LX0888
 LX0888                          SUPERSEDED SURVEY CONTROL
 LX0888
 LX0888  NGVD 29 (??/??/92)   10.004  (m)           32.82   (f) ADJ UNCH    1 1
 LX0888
 LX0888.Superseded values are not recommended for survey control.
 LX0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0888.See file dsdata.txt to determine how the superseded data were derived.
 LX0888
 LX0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL586633(NAD 83)
 LX0888_MARKER: DB = BENCH MARK DISK
 LX0888_SETTING: 66 = SET IN ROCK OUTCROP
 LX0888_SP_SET: SET IN ROCK OUTCROP
 LX0888_STAMPING: ELEV 32.874 FT A 3 1922
 LX0888_MARK LOGO: CGS   
 LX0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0888+STABILITY: POSITION/ELEVATION WELL
 LX0888
 LX0888  HISTORY     - Date     Condition        Report By
 LX0888  HISTORY     - 1922     MONUMENTED       CGS
 LX0888  HISTORY     - 1965     GOOD             NGS
 LX0888  HISTORY     - 1985     GOOD             USPSQD
 LX0888  HISTORY     - 1985     GOOD             NGS
 LX0888  HISTORY     - 1988     GOOD             USPSQD
 LX0888
 LX0888                          STATION DESCRIPTION
 LX0888
 LX0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0888'AT DEVON.
 LX0888'AT DEVON, ALONG THE NY, NH AND H RAILROAD, ABOUT 0.1 MILE WEST
 LX0888'OF THE STATION AT DEVON, ABOUT 75 YARDS NORTHEAST OF THE NORTHEAST
 LX0888'END OF THE RAILROAD BRIDGE OVER THE HOUSATONIC RIVER, SET ON
 LX0888'THE TOP OF A ROCK THAT IS 2 1/2 FEET LONG AND 1 1/2 FEET WIDE
 LX0888'AND FLUSH WITH THE GROUND, 105 FEET NORTHEAST OF THE NORTHEAST
 LX0888'CORNER OF THE CONCRETE BASE TO NORTH LEG OF ELECTRIC CABLE
 LX0888'TOWER NO. 863, 59 FEET NORTH OF THE NORTH RAIL OF NORTH MAIN
 LX0888'TRACK, 70 1/2 FEET WEST OF THE SOUTHEAST CORNER OF A STEEL
 LX0888'FENCE AROUND A POWER COMPANY STORAGE LOT, 1.9 FEET SOUTH OF
 LX0888'EAST-WEST FENCE LINE AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
 LX0888
 LX0888                          STATION RECOVERY (1985)
 LX0888
 LX0888'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0888'RECOVERED IN GOOD CONDITION.
 LX0888
 LX0888                          STATION RECOVERY (1985)
 LX0888
 LX0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0888'RECOVERED IN GOOD CONDITION.
 LX0888
 LX0888                          STATION RECOVERY (1988)
 LX0888
 LX0888'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0531 ***********************************************************************
 LX0531  DESIGNATION -  A 30
 LX0531  PID         -  LX0531
 LX0531  STATE/COUNTY-  CT/HARTFORD
 LX0531  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0531
 LX0531                         *CURRENT SURVEY CONTROL
 LX0531  ___________________________________________________________________
 LX0531* NAD 83(1986)-  41 56 05.     (N)    072 41 14.     (W)     SCALED    
 LX0531* NAVD 88     -        52.134  (meters)     171.04   (feet)  ADJUSTED  
 LX0531  ___________________________________________________________________
 LX0531  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX0531  DYNAMIC HT  -          52.119 (meters)     170.99  (feet)  COMP
 LX0531  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 LX0531
 LX0531  VERT ORDER  -  SECOND    CLASS 0
 LX0531
 LX0531.This mark is at Bradley Intl Airport (BDL)
 LX0531
 LX0531.The horizontal coordinates were scaled from a topographic map and have
 LX0531.an estimated accuracy of +/- 6 seconds.
 LX0531
 LX0531.The orthometric height was determined by differential leveling
 LX0531.and adjusted by the National Geodetic Survey in June 1991..
 LX0531
 LX0531.The geoid height was determined by GEOID03.
 LX0531
 LX0531.The dynamic height is computed by dividing the NAVD 88
 LX0531.geopotential number by the normal gravity value computed on the
 LX0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0531.degrees latitude (g = 980.6199 gals.).
 LX0531
 LX0531.The modeled gravity was interpolated from observed gravity values.
 LX0531
 LX0531;                    North         East    Units  Estimated Accuracy
 LX0531;SPC CT       -   274,720.      310,010.      MT  (+/- 180 meters Scaled)
 LX0531
 LX0531                          SUPERSEDED SURVEY CONTROL
 LX0531
 LX0531  NGVD 29 (??/??/92)   52.368  (m)          171.81   (f) ADJ UNCH    2 0
 LX0531
 LX0531.Superseded values are not recommended for survey control.
 LX0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0531.See file dsdata.txt to determine how the superseded data were derived.
 LX0531
 LX0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM917451(NAD 83)
 LX0531_MARKER: DB = BENCH MARK DISK
 LX0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0531_SP_SET: CONCRETE RAMP
 LX0531_STAMPING: A 30 1962
 LX0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0531
 LX0531  HISTORY     - Date     Condition        Report By
 LX0531  HISTORY     - 1962     MONUMENTED       CGS
 LX0531
 LX0531                          STATION DESCRIPTION
 LX0531
 LX0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LX0531'AT BARLEY FIELD.
 LX0531'THIS MARK IS LOCATED AT BRADLEY FIELD.  THE DISK IS CEMENTED
 LX0531'IN A DRILL HOLE IN THE CONCRETE RAMP ON THE NE SIDE OF THE
 LX0531'TERMINAL BUILDING.  IT IS 2.5 FT NE OF THE NE WALL OF THE
 LX0531'TERMINAL BUILDING, AT THE NW SIDE OF THE FREIGHT TRUCKING ENTRANCE
 LX0531'DIRECTLY BELOW THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0861 ***********************************************************************
 LX0861  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0861  DESIGNATION -  A 31
 LX0861  PID         -  LX0861
 LX0861  STATE/COUNTY-  CT/FAIRFIELD
 LX0861  USGS QUAD   -  BRIDGEPORT (1984)
 LX0861
 LX0861                         *CURRENT SURVEY CONTROL
 LX0861  ___________________________________________________________________
 LX0861* NAD 83(1986)-  41 10 35.     (N)    073 10 18.     (W)     SCALED    
 LX0861* NAVD 88     -         5.901  (meters)      19.36   (feet)  ADJUSTED  
 LX0861  ___________________________________________________________________
 LX0861  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX0861  DYNAMIC HT  -           5.899 (meters)      19.35  (feet)  COMP
 LX0861  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 LX0861
 LX0861  VERT ORDER  -  FIRST     CLASS II
 LX0861
 LX0861.The horizontal coordinates were scaled from a topographic map and have
 LX0861.an estimated accuracy of +/- 6 seconds.
 LX0861
 LX0861.The orthometric height was determined by differential leveling
 LX0861.and adjusted by the National Geodetic Survey in June 1991..
 LX0861
 LX0861.This Tidal Bench Mark is designated as VM 251
 LX0861.by the Center for Operational Oceanographic Products and Services.
 LX0861
 LX0861.The geoid height was determined by GEOID03.
 LX0861
 LX0861.The dynamic height is computed by dividing the NAVD 88
 LX0861.geopotential number by the normal gravity value computed on the
 LX0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0861.degrees latitude (g = 980.6199 gals.).
 LX0861
 LX0861.The modeled gravity was interpolated from observed gravity values.
 LX0861
 LX0861;                    North         East    Units  Estimated Accuracy
 LX0861;SPC CT       -   190,590.      269,420.      MT  (+/- 180 meters Scaled)
 LX0861
 LX0861                          SUPERSEDED SURVEY CONTROL
 LX0861
 LX0861  NGVD 29 (??/??/92)    6.233  (m)           20.45   (f) ADJ UNCH    1 2
 LX0861
 LX0861.Superseded values are not recommended for survey control.
 LX0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0861.See file dsdata.txt to determine how the superseded data were derived.
 LX0861
 LX0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL533599(NAD 83)
 LX0861_MARKER: DJ = TIDAL STATION DISK
 LX0861_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0861_SP_SET: ABUTMENT
 LX0861_STAMPING: A 31 1963
 LX0861_MARK LOGO: CGS   
 LX0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0861
 LX0861  HISTORY     - Date     Condition        Report By
 LX0861  HISTORY     - 1963     MONUMENTED       CGS
 LX0861  HISTORY     - 1965     GOOD             NGS
 LX0861  HISTORY     - 1982     GOOD             NGS
 LX0861  HISTORY     - 1985     GOOD             NGS
 LX0861  HISTORY     - 19950728 GOOD             USPSQD
 LX0861  HISTORY     - 19950921 GOOD             NOS
 LX0861
 LX0861                          STATION DESCRIPTION
 LX0861
 LX0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0861'AT BRIDGEPORT.
 LX0861'AT BRIDGEPORT, ABOUT 100 YARDS NORTH OF THE JUNCTION OF STRATFORD
 LX0861'AVENUE AND SEAVIEW AVENUE SOUTH, SET VERTICALLY IN THE WEST FACE
 LX0861'OF THE EAST ABUTMENT OF THE CONNECTICUT TURNPIKE OVERPASS OVER
 LX0861'STRATFORD AVENUE, 18 FEET EAST OF THE EAST CURB OF STRATFORD
 LX0861'AVENUE, 1.1 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, 2.2 FEET
 LX0861'ABOVE THE LEVEL OF THE GROUND AND ABOUT 3 FEET ABOVE THE LEVEL OF
 LX0861'THE AVENUE.
 LX0861
 LX0861                          STATION RECOVERY (1982)
 LX0861
 LX0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0861'RECOVERED IN GOOD CONDITION.
 LX0861
 LX0861                          STATION RECOVERY (1985)
 LX0861
 LX0861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0861'RECOVERED IN GOOD CONDITION.
 LX0861
 LX0861                          STATION RECOVERY (1995)
 LX0861
 LX0861'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0861'RECOVERED IN GOOD CONDITION.
 LX0861
 LX0861                          STATION RECOVERY (1995)
 LX0861
 LX0861'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (BLS)
 LX0861'THE BENCH MARK IS SET VERTICALLY IN THE WEST FACE OF THE EAST CONCRETE
 LX0861'ABUTMENT OF THE CONNECTICUT TURNPIKE OVERPASS OVER STRATFORD AVENUE,
 LX0861'ABOUT 100 M (328.1 FT) NORTH OF THE JUNCTION OF STRATFORD AVENUE AND
 LX0861'SEAVIEW AVENUE SOUTH, 26.6 M (87.3 FT) SE OF LIGHT POLE 9058, 11.6 M
 LX0861'(38.1 FT) EAST OF THE CENTERLINE OF STRATFORD AVENUE, 0.8 M (2.6 FT)
 LX0861'ABOVE GROUND LEVEL, AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 LX0861'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1174 ***********************************************************************
 LX1174  DESIGNATION -  A 32
 LX1174  PID         -  LX1174
 LX1174  STATE/COUNTY-  CT/FAIRFIELD
 LX1174  USGS QUAD   -  STAMFORD (1984)
 LX1174
 LX1174                         *CURRENT SURVEY CONTROL
 LX1174  ___________________________________________________________________
 LX1174* NAD 83(1986)-  41 02 55.     (N)    073 33 38.     (W)     SCALED    
 LX1174* NAVD 88     -        16.325  (meters)      53.56   (feet)  ADJUSTED  
 LX1174  ___________________________________________________________________
 LX1174  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX1174  DYNAMIC HT  -          16.320 (meters)      53.54  (feet)  COMP
 LX1174  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX1174
 LX1174  VERT ORDER  -  FIRST     CLASS I
 LX1174
 LX1174.The horizontal coordinates were scaled from a topographic map and have
 LX1174.an estimated accuracy of +/- 6 seconds.
 LX1174
 LX1174.The orthometric height was determined by differential leveling
 LX1174.and adjusted by the National Geodetic Survey in June 1991..
 LX1174
 LX1174.The geoid height was determined by GEOID03.
 LX1174
 LX1174.The dynamic height is computed by dividing the NAVD 88
 LX1174.geopotential number by the normal gravity value computed on the
 LX1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1174.degrees latitude (g = 980.6199 gals.).
 LX1174
 LX1174.The modeled gravity was interpolated from observed gravity values.
 LX1174
 LX1174;                    North         East    Units  Estimated Accuracy
 LX1174;SPC CT       -   176,630.      236,650.      MT  (+/- 180 meters Scaled)
 LX1174
 LX1174                          SUPERSEDED SURVEY CONTROL
 LX1174
 LX1174  NGVD 29 (??/??/92)   16.661  (m)           54.66   (f) ADJ UNCH    1 1
 LX1174
 LX1174.Superseded values are not recommended for survey control.
 LX1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1174.See file dsdata.txt to determine how the superseded data were derived.
 LX1174
 LX1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL209451(NAD 83)
 LX1174_MARKER: DB = BENCH MARK DISK
 LX1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1174_SP_SET: BUILDING
 LX1174_STAMPING: A 32 1965
 LX1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1174
 LX1174  HISTORY     - Date     Condition        Report By
 LX1174  HISTORY     - 1965     MONUMENTED       CGS
 LX1174  HISTORY     - 1982     GOOD             USPSQD
 LX1174  HISTORY     - 1983     GOOD             NGS
 LX1174  HISTORY     - 1989     GOOD             USPSQD
 LX1174
 LX1174                          STATION DESCRIPTION
 LX1174
 LX1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1174'AT STAMFORD.
 LX1174'AT STAMFORD, ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 1
 LX1174'FROM ITS INTERSECTION WITH ATLANTIC STREET IN STAMFORD, SET
 LX1174'VERTICALLY IN THE SOUTH BRICK FACE AND NEAR THE SOUTHEAST
 LX1174'CORNER OF THE AMERICAN CYANAMID COMPANY RESEARCH LABORATORIES
 LX1174'BUILDING, 110 FEET NORTH OF THE NORTH CURB OF THE HIGHWAY, 1
 LX1174'FOOT WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 2 FEET
 LX1174'ABOVE THE LEVEL OF THE SIDEWALK.
 LX1174
 LX1174                          STATION RECOVERY (1982)
 LX1174
 LX1174'RECOVERY NOTE BY US POWER SQUADRON 1982 (SFM)
 LX1174'RECOVERED IN GOOD CONDITION.
 LX1174
 LX1174                          STATION RECOVERY (1983)
 LX1174
 LX1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1174'RECOVERED IN GOOD CONDITION.
 LX1174
 LX1174                          STATION RECOVERY (1989)
 LX1174
 LX1174'RECOVERY NOTE BY US POWER SQUADRON 1989 (SFM)
 LX1174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0805 ***********************************************************************
 LX0805  DESIGNATION -  A 33
 LX0805  PID         -  LX0805
 LX0805  STATE/COUNTY-  CT/FAIRFIELD
 LX0805  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0805
 LX0805                         *CURRENT SURVEY CONTROL
 LX0805  ___________________________________________________________________
 LX0805* NAD 83(1986)-  41 07 15.     (N)    073 22 11.     (W)     SCALED    
 LX0805* NAVD 88     -         5.274  (meters)      17.30   (feet)  ADJUSTED  
 LX0805  ___________________________________________________________________
 LX0805  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX0805  DYNAMIC HT  -           5.273 (meters)      17.30  (feet)  COMP
 LX0805  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX0805
 LX0805  VERT ORDER  -  FIRST     CLASS I
 LX0805
 LX0805.The horizontal coordinates were scaled from a topographic map and have
 LX0805.an estimated accuracy of +/- 6 seconds.
 LX0805
 LX0805.The orthometric height was determined by differential leveling
 LX0805.and adjusted by the National Geodetic Survey in June 1991..
 LX0805
 LX0805.The geoid height was determined by GEOID03.
 LX0805
 LX0805.The dynamic height is computed by dividing the NAVD 88
 LX0805.geopotential number by the normal gravity value computed on the
 LX0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0805.degrees latitude (g = 980.6199 gals.).
 LX0805
 LX0805.The modeled gravity was interpolated from observed gravity values.
 LX0805
 LX0805;                    North         East    Units  Estimated Accuracy
 LX0805;SPC CT       -   184,520.      252,760.      MT  (+/- 180 meters Scaled)
 LX0805
 LX0805                          SUPERSEDED SURVEY CONTROL
 LX0805
 LX0805  NGVD 29 (??/??/92)    5.611  (m)           18.41   (f) ADJ UNCH    1 1
 LX0805
 LX0805.Superseded values are not recommended for survey control.
 LX0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0805.See file dsdata.txt to determine how the superseded data were derived.
 LX0805
 LX0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL368534(NAD 83)
 LX0805_MARKER: DB = BENCH MARK DISK
 LX0805_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0805_SP_SET: PIER
 LX0805_STAMPING: A 33 1965
 LX0805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0805+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2005
 LX0805
 LX0805  HISTORY     - Date     Condition        Report By
 LX0805  HISTORY     - 1965     MONUMENTED       CGS
 LX0805  HISTORY     - 1983     GOOD             NGS
 LX0805  HISTORY     - 1985     GOOD             USPSQD
 LX0805  HISTORY     - 1987     GOOD             USPSQD
 LX0805  HISTORY     - 1988     GOOD             USPSQD
 LX0805  HISTORY     - 19980211 GOOD             USPSQD
 LX0805  HISTORY     - 20050605 GOOD             USPSQD
 LX0805
 LX0805                          STATION DESCRIPTION
 LX0805
 LX0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0805'AT SAUGATUCK.
 LX0805'AT SAUGATUCK, AT THE JUNCTION OF RIVERSIDE AVENUE AND CHARLES
 LX0805'STREET, SET VERTICALLY IN THE EAST FACE OF THE SOUTH LEG OF THE
 LX0805'WEST PIER UNDER THE CONNECTICUT TURNPIKE OVER RIVERSIDE AVENUE
 LX0805'AND THE SAUGATUCK RIVER, 21 FEET WEST OF THE WEST CURB OF
 LX0805'RIVERSIDE AVENUE, 1 FOOT NORTH OF THE SOUTHEAST CORNER OF THE
 LX0805'LEG OF PIER, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 2
 LX0805'FEET ABOVE THE LEVEL OF THE AVENUE.
 LX0805
 LX0805                          STATION RECOVERY (1983)
 LX0805
 LX0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0805'RECOVERED IN GOOD CONDITION.
 LX0805
 LX0805                          STATION RECOVERY (1985)
 LX0805
 LX0805'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0805'RECOVERED IN GOOD CONDITION.
 LX0805
 LX0805                          STATION RECOVERY (1987)
 LX0805
 LX0805'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 LX0805'RECOVERED IN GOOD CONDITION.
 LX0805
 LX0805                          STATION RECOVERY (1988)
 LX0805
 LX0805'RECOVERY NOTE BY US POWER SQUADRON 1988 (SS)
 LX0805'RECOVERED IN GOOD CONDITION.
 LX0805
 LX0805                          STATION RECOVERY (1998)
 LX0805
 LX0805'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0805'RECOVERED IN GOOD CONDITION.
 LX0805
 LX0805                          STATION RECOVERY (2005)
 LX0805
 LX0805'RECOVERY NOTE BY US POWER SQUADRON 2005 (HRV)
 LX0805'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2938 ***********************************************************************
 LX2938  DESIGNATION -  A 3393
 LX2938  PID         -  LX2938
 LX2938  STATE/COUNTY-  CT/TOLLAND
 LX2938  USGS QUAD   -  ELLINGTON (1984)
 LX2938
 LX2938                         *CURRENT SURVEY CONTROL
 LX2938  ___________________________________________________________________
 LX2938* NAD 83(1986)-  41 54 38.     (N)    072 27 17.     (W)     SCALED    
 LX2938* NAVD 88     -        87.693  (meters)     287.71   (feet)  ADJUSTED  
 LX2938  ___________________________________________________________________
 LX2938  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2938  DYNAMIC HT  -          87.666 (meters)     287.62  (feet)  COMP
 LX2938  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 LX2938
 LX2938  VERT ORDER  -  FIRST     CLASS II
 LX2938
 LX2938.The horizontal coordinates were scaled from a topographic map and have
 LX2938.an estimated accuracy of +/- 6 seconds.
 LX2938
 LX2938.The orthometric height was determined by differential leveling
 LX2938.and adjusted by the National Geodetic Survey in June 1991..
 LX2938
 LX2938.The geoid height was determined by GEOID03.
 LX2938
 LX2938.The dynamic height is computed by dividing the NAVD 88
 LX2938.geopotential number by the normal gravity value computed on the
 LX2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2938.degrees latitude (g = 980.6199 gals.).
 LX2938
 LX2938.The modeled gravity was interpolated from observed gravity values.
 LX2938
 LX2938;                    North         East    Units  Estimated Accuracy
 LX2938;SPC CT       -   272,080.      329,300.      MT  (+/- 180 meters Scaled)
 LX2938
 LX2938                          SUPERSEDED SURVEY CONTROL
 LX2938
 LX2938.No superseded survey control is available for this station.
 LX2938
 LX2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM110429(NAD 83)
 LX2938_MARKER: DD = SURVEY DISK
 LX2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2938_SP_SET: CONCRETE POST
 LX2938_STAMPING: A 3393
 LX2938_MARK LOGO: CTDT  
 LX2938_PROJECTION: FLUSH
 LX2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2938+STABILITY: SURFACE MOTION
 LX2938
 LX2938  HISTORY     - Date     Condition        Report By
 LX2938  HISTORY     - UNK      MONUMENTED       CTDT
 LX2938  HISTORY     - 1986     GOOD             NGS
 LX2938
 LX2938                          STATION DESCRIPTION
 LX2938
 LX2938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2938'IN ELLINGTON.
 LX2938'8.77 KM (5.45 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2938'STATE HIGHWAY 190 IN SOMERS TO THE MARK ON THE RIGHT.  ALSO 1.21 KM
 LX2938'(0.75 MI) NORTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF STATE
 LX2938'HIGHWAY 286 IN ELLINGTON TO THE MARK ON THE LEFT.  IT IS 13.41 METERS
 LX2938'(44.0 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 83, 13.50 METERS
 LX2938'(44.3 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 140 GOING WEST AND
 LX2938'12.98 METERS (42.6 FT) SOUTHWEST OF POWER POLE NO. 364 WITH TWO GUY
 LX2938'WIRES LEADING TO ONE ANCHOR.
 LX2938'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2938'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0883 ***********************************************************************
 LX0883  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0883  DESIGNATION -  A 34
 LX0883  PID         -  LX0883
 LX0883  STATE/COUNTY-  CT/FAIRFIELD
 LX0883  USGS QUAD   -  MILFORD (1984)
 LX0883
 LX0883                         *CURRENT SURVEY CONTROL
 LX0883  ___________________________________________________________________
 LX0883* NAD 83(1986)-  41 12 01.     (N)    073 06 52.     (W)     SCALED    
 LX0883* NAVD 88     -         7.144  (meters)      23.44   (feet)  ADJUSTED  
 LX0883  ___________________________________________________________________
 LX0883  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0883  DYNAMIC HT  -           7.142 (meters)      23.43  (feet)  COMP
 LX0883  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX0883
 LX0883  VERT ORDER  -  FIRST     CLASS I
 LX0883
 LX0883.The horizontal coordinates were scaled from a topographic map and have
 LX0883.an estimated accuracy of +/- 6 seconds.
 LX0883
 LX0883.The orthometric height was determined by differential leveling
 LX0883.and adjusted by the National Geodetic Survey in June 1991..
 LX0883
 LX0883.This Tidal Bench Mark is designated as VM 12464
 LX0883.by the Center for Operational Oceanographic Products and Services.
 LX0883
 LX0883.The geoid height was determined by GEOID03.
 LX0883
 LX0883.The dynamic height is computed by dividing the NAVD 88
 LX0883.geopotential number by the normal gravity value computed on the
 LX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0883.degrees latitude (g = 980.6199 gals.).
 LX0883
 LX0883.The modeled gravity was interpolated from observed gravity values.
 LX0883
 LX0883;                    North         East    Units  Estimated Accuracy
 LX0883;SPC CT       -   193,220.      274,230.      MT  (+/- 180 meters Scaled)
 LX0883
 LX0883                          SUPERSEDED SURVEY CONTROL
 LX0883
 LX0883  NGVD 29 (??/??/92)    7.476  (m)           24.53   (f) ADJ UNCH    1 1
 LX0883
 LX0883.Superseded values are not recommended for survey control.
 LX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0883.See file dsdata.txt to determine how the superseded data were derived.
 LX0883
 LX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL581627(NAD 83)
 LX0883_MARKER: DB = BENCH MARK DISK
 LX0883_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0883_SP_SET: UNSPECIFIED ROCK
 LX0883_STAMPING: A 34 1965
 LX0883_MARK LOGO: CGS   
 LX0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0883
 LX0883  HISTORY     - Date     Condition        Report By
 LX0883  HISTORY     - 1965     MONUMENTED       CGS
 LX0883  HISTORY     - 1982     GOOD             NGS
 LX0883  HISTORY     - 1985     GOOD             NGS
 LX0883  HISTORY     - 1988     GOOD             USPSQD
 LX0883  HISTORY     - 19950821 GOOD             USPSQD
 LX0883
 LX0883                          STATION DESCRIPTION
 LX0883
 LX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0883'AT STRATFORD.
 LX0883'AT STRATFORD, ABOUT 0.15 MILE WEST ALONG U.S. HIGHWAY 1 FROM
 LX0883'THE WEST END OF THE BRIDGE OVER THE HOUSATONIC RIVER, ABOUT 125
 LX0883'YARDS EAST OF A POINT WHERE THE WESTBOUND LANE OF THE HIGHWAY
 LX0883'PASSES UNDER THE CONNECTICUT TURNPIKE, IN THE Y JUNCTION FORMED
 LX0883'BY HIGHWAY LANES, SET ON THE TOP OF THE WEST END OF A LARGE
 LX0883'FLAT ROCK WHICH COVERS MOST OF THE AREA BETWEEN THE HIGHWAY
 LX0883'LANES, 62 1/2 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 LX0883'EASTBOUND LANE OF THE HIGHWAY, 23 FEET EAST OF THE EAST CURB
 LX0883'OF A CONNECTING DRIVE BETWEEN THE TWO HIGHWAY LANES, AND ABOUT
 LX0883'6 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0883
 LX0883                          STATION RECOVERY (1982)
 LX0883
 LX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0883'RECOVERED IN GOOD CONDITION.
 LX0883
 LX0883                          STATION RECOVERY (1985)
 LX0883
 LX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0883'RECOVERED IN GOOD CONDITION.
 LX0883
 LX0883                          STATION RECOVERY (1988)
 LX0883
 LX0883'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0883'RECOVERED IN GOOD CONDITION.
 LX0883
 LX0883                          STATION RECOVERY (1995)
 LX0883
 LX0883'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3188 ***********************************************************************
 LX3188  DESIGNATION -  A 3475
 LX3188  PID         -  LX3188
 LX3188  STATE/COUNTY-  CT/TOLLAND
 LX3188  USGS QUAD   -  ELLINGTON (1984)
 LX3188
 LX3188                         *CURRENT SURVEY CONTROL
 LX3188  ___________________________________________________________________
 LX3188* NAD 83(1986)-  41 54 13.     (N)    072 28 01.     (W)     SCALED    
 LX3188* NAVD 88     -        73.399  (meters)     240.81   (feet)  ADJUSTED  
 LX3188  ___________________________________________________________________
 LX3188  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3188  DYNAMIC HT  -          73.376 (meters)     240.73  (feet)  COMP
 LX3188  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 LX3188
 LX3188  VERT ORDER  -  FIRST     CLASS II
 LX3188
 LX3188.The horizontal coordinates were scaled from a topographic map and have
 LX3188.an estimated accuracy of +/- 6 seconds.
 LX3188
 LX3188.The orthometric height was determined by differential leveling
 LX3188.and adjusted by the National Geodetic Survey in June 1991..
 LX3188
 LX3188.The geoid height was determined by GEOID03.
 LX3188
 LX3188.The dynamic height is computed by dividing the NAVD 88
 LX3188.geopotential number by the normal gravity value computed on the
 LX3188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3188.degrees latitude (g = 980.6199 gals.).
 LX3188
 LX3188.The modeled gravity was interpolated from observed gravity values.
 LX3188
 LX3188;                    North         East    Units  Estimated Accuracy
 LX3188;SPC CT       -   271,310.      328,290.      MT  (+/- 180 meters Scaled)
 LX3188
 LX3188                          SUPERSEDED SURVEY CONTROL
 LX3188
 LX3188.No superseded survey control is available for this station.
 LX3188
 LX3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM101421(NAD 83)
 LX3188_MARKER: DD = SURVEY DISK
 LX3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3188_SP_SET: CONCRETE POST
 LX3188_STAMPING: A 3475
 LX3188_MARK LOGO: CTDT  
 LX3188_PROJECTION: FLUSH
 LX3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3188+STABILITY: SURFACE MOTION
 LX3188
 LX3188  HISTORY     - Date     Condition        Report By
 LX3188  HISTORY     - UNK      MONUMENTED       CTDT
 LX3188  HISTORY     - 1986     GOOD             NGS
 LX3188
 LX3188                          STATION DESCRIPTION
 LX3188
 LX3188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3188'IN ELLINGTON.
 LX3188'0.80 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 286 FROM THE JUNCTION OF
 LX3188'STATE HIGHWAY 83 IN ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 7.98
 LX3188'METERS (26.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.80
 LX3188'METERS (74.8 FT) WEST OF A FLAG POLE IN THE WALKWAY TO ELLINGTON TOWN
 LX3188'HALL AND 4.75 METERS (15.6 FT) NORTH OF SNET POLE NO. 413 WITH THREE
 LX3188'TRANSFORMERS AND A STREET LAMP.
 LX3188'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3189 ***********************************************************************
 LX3189  DESIGNATION -  A 3476
 LX3189  PID         -  LX3189
 LX3189  STATE/COUNTY-  CT/TOLLAND
 LX3189  USGS QUAD   -  ELLINGTON (1984)
 LX3189
 LX3189                         *CURRENT SURVEY CONTROL
 LX3189  ___________________________________________________________________
 LX3189* NAD 83(1986)-  41 54 11.     (N)    072 27 59.     (W)     SCALED    
 LX3189* NAVD 88     -        71.791  (meters)     235.53   (feet)  ADJUSTED  
 LX3189  ___________________________________________________________________
 LX3189  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3189  DYNAMIC HT  -          71.768 (meters)     235.46  (feet)  COMP
 LX3189  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LX3189
 LX3189  VERT ORDER  -  FIRST     CLASS II
 LX3189
 LX3189.The horizontal coordinates were scaled from a topographic map and have
 LX3189.an estimated accuracy of +/- 6 seconds.
 LX3189
 LX3189.The orthometric height was determined by differential leveling
 LX3189.and adjusted by the National Geodetic Survey in June 1991..
 LX3189
 LX3189.The geoid height was determined by GEOID03.
 LX3189
 LX3189.The dynamic height is computed by dividing the NAVD 88
 LX3189.geopotential number by the normal gravity value computed on the
 LX3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3189.degrees latitude (g = 980.6199 gals.).
 LX3189
 LX3189.The modeled gravity was interpolated from observed gravity values.
 LX3189
 LX3189;                    North         East    Units  Estimated Accuracy
 LX3189;SPC CT       -   271,240.      328,330.      MT  (+/- 180 meters Scaled)
 LX3189
 LX3189                          SUPERSEDED SURVEY CONTROL
 LX3189
 LX3189.No superseded survey control is available for this station.
 LX3189
 LX3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM101421(NAD 83)
 LX3189_MARKER: DD = SURVEY DISK
 LX3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3189_SP_SET: CONCRETE POST
 LX3189_STAMPING: A 3476
 LX3189_MARK LOGO: CTDT  
 LX3189_PROJECTION: FLUSH
 LX3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3189+STABILITY: SURFACE MOTION
 LX3189
 LX3189  HISTORY     - Date     Condition        Report By
 LX3189  HISTORY     - UNK      MONUMENTED       CTDT
 LX3189  HISTORY     - 1986     GOOD             NGS
 LX3189
 LX3189                          STATION DESCRIPTION
 LX3189
 LX3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3189'IN ELLINGTON.
 LX3189'0.64 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 286 FROM THE JUNCTION OF
 LX3189'STATE HIGHWAY 83 IN ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 5.39
 LX3189'METERS (17.7 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 17.68 METERS
 LX3189'(58.0 FT) NORTHWEST OF SNET POLE NO. 408 WITH THREE TRANSFORMERS AND A
 LX3189'STREET LAMP AND 14.63 METERS (48.0 FT) WEST OF A FLAG POLE IN THE LAWN
 LX3189'OF THE ELLINGTON PUBLIC SCHOOL ADMINISTRATIVE OFFICES.
 LX3189'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3190 ***********************************************************************
 LX3190  DESIGNATION -  A 3477
 LX3190  PID         -  LX3190
 LX3190  STATE/COUNTY-  CT/TOLLAND
 LX3190  USGS QUAD   -  ELLINGTON (1984)
 LX3190
 LX3190                         *CURRENT SURVEY CONTROL
 LX3190  ___________________________________________________________________
 LX3190* NAD 83(1986)-  41 54 09.     (N)    072 27 52.     (W)     SCALED    
 LX3190* NAVD 88     -        71.706  (meters)     235.26   (feet)  ADJUSTED  
 LX3190  ___________________________________________________________________
 LX3190  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3190  DYNAMIC HT  -          71.683 (meters)     235.18  (feet)  COMP
 LX3190  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LX3190
 LX3190  VERT ORDER  -  FIRST     CLASS II
 LX3190
 LX3190.The horizontal coordinates were scaled from a topographic map and have
 LX3190.an estimated accuracy of +/- 6 seconds.
 LX3190
 LX3190.The orthometric height was determined by differential leveling
 LX3190.and adjusted by the National Geodetic Survey in June 1991..
 LX3190
 LX3190.The geoid height was determined by GEOID03.
 LX3190
 LX3190.The dynamic height is computed by dividing the NAVD 88
 LX3190.geopotential number by the normal gravity value computed on the
 LX3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3190.degrees latitude (g = 980.6199 gals.).
 LX3190
 LX3190.The modeled gravity was interpolated from observed gravity values.
 LX3190
 LX3190;                    North         East    Units  Estimated Accuracy
 LX3190;SPC CT       -   271,180.      328,500.      MT  (+/- 180 meters Scaled)
 LX3190
 LX3190                          SUPERSEDED SURVEY CONTROL
 LX3190
 LX3190.No superseded survey control is available for this station.
 LX3190
 LX3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM103420(NAD 83)
 LX3190_MARKER: DD = SURVEY DISK
 LX3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3190_SP_SET: CONCRETE POST
 LX3190_STAMPING: A 3477
 LX3190_MARK LOGO: CTDT  
 LX3190_PROJECTION: FLUSH
 LX3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3190+STABILITY: SURFACE MOTION
 LX3190
 LX3190  HISTORY     - Date     Condition        Report By
 LX3190  HISTORY     - UNK      MONUMENTED       CTDT
 LX3190  HISTORY     - 1986     GOOD             NGS
 LX3190
 LX3190                          STATION DESCRIPTION
 LX3190
 LX3190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3190'IN ELLINGTON.
 LX3190'0.48 KM (0.3 MI) SOUTH ALONG STATE HIGHWAY 286 FROM THE JUNCTION OF
 LX3190'STATE HIGHWAY 83 IN ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 4.54
 LX3190'METERS (14.9 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 28.83 METERS
 LX3190'(94.6 FT) NORTH OF SNET POLE NO. 404 WITH ONE TRANSFORMER AND 12.01
 LX3190'METERS (39.4 FT) SOUTH OF SNET POLE NO. 405 WITH STREET LAMP.
 LX3190'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3191 ***********************************************************************
 LX3191  DESIGNATION -  A 3478
 LX3191  PID         -  LX3191
 LX3191  STATE/COUNTY-  CT/TOLLAND
 LX3191  USGS QUAD   -  ELLINGTON (1984)
 LX3191
 LX3191                         *CURRENT SURVEY CONTROL
 LX3191  ___________________________________________________________________
 LX3191* NAD 83(1986)-  41 54 06.     (N)    072 27 49.     (W)     SCALED    
 LX3191* NAVD 88     -        73.206  (meters)     240.18   (feet)  ADJUSTED  
 LX3191  ___________________________________________________________________
 LX3191  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3191  DYNAMIC HT  -          73.183 (meters)     240.10  (feet)  COMP
 LX3191  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 LX3191
 LX3191  VERT ORDER  -  FIRST     CLASS II
 LX3191
 LX3191.The horizontal coordinates were scaled from a topographic map and have
 LX3191.an estimated accuracy of +/- 6 seconds.
 LX3191
 LX3191.The orthometric height was determined by differential leveling
 LX3191.and adjusted by the National Geodetic Survey in June 1991..
 LX3191
 LX3191.The geoid height was determined by GEOID03.
 LX3191
 LX3191.The dynamic height is computed by dividing the NAVD 88
 LX3191.geopotential number by the normal gravity value computed on the
 LX3191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3191.degrees latitude (g = 980.6199 gals.).
 LX3191
 LX3191.The modeled gravity was interpolated from observed gravity values.
 LX3191
 LX3191;                    North         East    Units  Estimated Accuracy
 LX3191;SPC CT       -   271,090.      328,570.      MT  (+/- 180 meters Scaled)
 LX3191
 LX3191                          SUPERSEDED SURVEY CONTROL
 LX3191
 LX3191.No superseded survey control is available for this station.
 LX3191
 LX3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM103419(NAD 83)
 LX3191_MARKER: DD = SURVEY DISK
 LX3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3191_SP_SET: CONCRETE POST
 LX3191_STAMPING: A 3478
 LX3191_MARK LOGO: CTDT  
 LX3191_PROJECTION: FLUSH
 LX3191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3191+STABILITY: SURFACE MOTION
 LX3191
 LX3191  HISTORY     - Date     Condition        Report By
 LX3191  HISTORY     - UNK      MONUMENTED       CTDT
 LX3191  HISTORY     - 1986     GOOD             NGS
 LX3191
 LX3191                          STATION DESCRIPTION
 LX3191
 LX3191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3191'IN ELLINGTON.
 LX3191'0.32 KM (0.2 MI) SOUTH ALONG STATE HIGHWAY 286 FROM THE JUNCTION OF
 LX3191'STATE HIGHWAY 83 IN ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 4.66
 LX3191'METERS (15.3 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 16.46 METERS
 LX3191'(54.0 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING NORTHEAST
 LX3191'AND 7.25 METERS (23.8 FT) NORTHWEST OF SNET POLE NO. 400 WITH ONE GUY
 LX3191'WIRE AND A STREET LAMP.
 LX3191'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3192 ***********************************************************************
 LX3192  DESIGNATION -  A 3479
 LX3192  PID         -  LX3192
 LX3192  STATE/COUNTY-  CT/TOLLAND
 LX3192  USGS QUAD   -  ELLINGTON (1984)
 LX3192
 LX3192                         *CURRENT SURVEY CONTROL
 LX3192  ___________________________________________________________________
 LX3192* NAD 83(1986)-  41 54 06.     (N)    072 27 44.     (W)     SCALED    
 LX3192* NAVD 88     -        75.294  (meters)     247.03   (feet)  ADJUSTED  
 LX3192  ___________________________________________________________________
 LX3192  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3192  DYNAMIC HT  -          75.270 (meters)     246.95  (feet)  COMP
 LX3192  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 LX3192
 LX3192  VERT ORDER  -  FIRST     CLASS II
 LX3192
 LX3192.The horizontal coordinates were scaled from a topographic map and have
 LX3192.an estimated accuracy of +/- 6 seconds.
 LX3192
 LX3192.The orthometric height was determined by differential leveling
 LX3192.and adjusted by the National Geodetic Survey in June 1991..
 LX3192
 LX3192.The geoid height was determined by GEOID03.
 LX3192
 LX3192.The dynamic height is computed by dividing the NAVD 88
 LX3192.geopotential number by the normal gravity value computed on the
 LX3192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3192.degrees latitude (g = 980.6199 gals.).
 LX3192
 LX3192.The modeled gravity was interpolated from observed gravity values.
 LX3192
 LX3192;                    North         East    Units  Estimated Accuracy
 LX3192;SPC CT       -   271,090.      328,680.      MT  (+/- 180 meters Scaled)
 LX3192
 LX3192                          SUPERSEDED SURVEY CONTROL
 LX3192
 LX3192.No superseded survey control is available for this station.
 LX3192
 LX3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM105419(NAD 83)
 LX3192_MARKER: DD = SURVEY DISK
 LX3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3192_SP_SET: CONCRETE POST
 LX3192_STAMPING: A 3479
 LX3192_MARK LOGO: CTDT  
 LX3192_PROJECTION: FLUSH
 LX3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3192+STABILITY: SURFACE MOTION
 LX3192
 LX3192  HISTORY     - Date     Condition        Report By
 LX3192  HISTORY     - UNK      MONUMENTED       CTDT
 LX3192  HISTORY     - 1986     GOOD             NGS
 LX3192
 LX3192                          STATION DESCRIPTION
 LX3192
 LX3192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3192'IN ELLINGTON.
 LX3192'0.16 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 286 FROM THE JUNCTION OF
 LX3192'STATE HIGHWAY 83 IN ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 4.82
 LX3192'METERS (15.8 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY, 21.52 METERS
 LX3192'(70.6 FT) SOUTHEAST OF UTILITY POLE NO. 675 AND 12.89 METERS (42.3 FT)
 LX3192'NORTHWEST OF UTILITY POLE NO. 674.
 LX3192'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX3192'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2940 ***********************************************************************
 LX2940  DESIGNATION -  A 3480
 LX2940  PID         -  LX2940
 LX2940  STATE/COUNTY-  CT/TOLLAND
 LX2940  USGS QUAD   -  ELLINGTON (1984)
 LX2940
 LX2940                         *CURRENT SURVEY CONTROL
 LX2940  ___________________________________________________________________
 LX2940* NAD 83(1986)-  41 54 02.     (N)    072 27 32.     (W)     SCALED    
 LX2940* NAVD 88     -        85.317  (meters)     279.91   (feet)  ADJUSTED  
 LX2940  ___________________________________________________________________
 LX2940  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2940  DYNAMIC HT  -          85.290 (meters)     279.82  (feet)  COMP
 LX2940  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 LX2940
 LX2940  VERT ORDER  -  FIRST     CLASS II
 LX2940
 LX2940.The horizontal coordinates were scaled from a topographic map and have
 LX2940.an estimated accuracy of +/- 6 seconds.
 LX2940
 LX2940.The orthometric height was determined by differential leveling
 LX2940.and adjusted by the National Geodetic Survey in June 1991..
 LX2940
 LX2940.The geoid height was determined by GEOID03.
 LX2940
 LX2940.The dynamic height is computed by dividing the NAVD 88
 LX2940.geopotential number by the normal gravity value computed on the
 LX2940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2940.degrees latitude (g = 980.6199 gals.).
 LX2940
 LX2940.The modeled gravity was interpolated from observed gravity values.
 LX2940
 LX2940;                    North         East    Units  Estimated Accuracy
 LX2940;SPC CT       -   270,970.      328,960.      MT  (+/- 180 meters Scaled)
 LX2940
 LX2940                          SUPERSEDED SURVEY CONTROL
 LX2940
 LX2940.No superseded survey control is available for this station.
 LX2940
 LX2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM107418(NAD 83)
 LX2940_MARKER: DD = SURVEY DISK
 LX2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2940_SP_SET: CONCRETE POST
 LX2940_STAMPING: A 3480
 LX2940_MARK LOGO: CTDT  
 LX2940_PROJECTION: FLUSH
 LX2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2940+STABILITY: SURFACE MOTION
 LX2940
 LX2940  HISTORY     - Date     Condition        Report By
 LX2940  HISTORY     - UNK      MONUMENTED       CTDT
 LX2940  HISTORY     - 1986     GOOD             NGS
 LX2940
 LX2940                          STATION DESCRIPTION
 LX2940
 LX2940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2940'IN ELLINGTON.
 LX2940'IN ELLINGTON AT THE JUNCTION OF STATE HIGHWAY 83 AND STATE HIGHWAY
 LX2940'286.  THE MARK IS ON THE EAST SIDE OF STATE HIGHWAY 83.  IT IS 6.10
 LX2940'METERS (20.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 83, 16.64
 LX2940'METERS (54.6 FT) NORTH OF THE EXTENDED CENTERLINE OF SHENIPSIT LAKE
 LX2940'ROAD AND 6.52 METERS (21.4 FT) NORTH OF POWER POLE NO. 677 WITH STREET
 LX2940'LIGHT ATTACHED.
 LX2940'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2939 ***********************************************************************
 LX2939  DESIGNATION -  A 3481
 LX2939  PID         -  LX2939
 LX2939  STATE/COUNTY-  CT/TOLLAND
 LX2939  USGS QUAD   -  ELLINGTON (1984)
 LX2939
 LX2939                         *CURRENT SURVEY CONTROL
 LX2939  ___________________________________________________________________
 LX2939* NAD 83(1986)-  41 54 07.     (N)    072 27 29.     (W)     SCALED    
 LX2939* NAVD 88     -        86.294  (meters)     283.12   (feet)  ADJUSTED  
 LX2939  ___________________________________________________________________
 LX2939  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2939  DYNAMIC HT  -          86.267 (meters)     283.03  (feet)  COMP
 LX2939  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX2939
 LX2939  VERT ORDER  -  FIRST     CLASS II
 LX2939
 LX2939.The horizontal coordinates were scaled from a topographic map and have
 LX2939.an estimated accuracy of +/- 6 seconds.
 LX2939
 LX2939.The orthometric height was determined by differential leveling
 LX2939.and adjusted by the National Geodetic Survey in June 1991..
 LX2939
 LX2939.The geoid height was determined by GEOID03.
 LX2939
 LX2939.The dynamic height is computed by dividing the NAVD 88
 LX2939.geopotential number by the normal gravity value computed on the
 LX2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2939.degrees latitude (g = 980.6199 gals.).
 LX2939
 LX2939.The modeled gravity was interpolated from observed gravity values.
 LX2939
 LX2939;                    North         East    Units  Estimated Accuracy
 LX2939;SPC CT       -   271,120.      329,030.      MT  (+/- 180 meters Scaled)
 LX2939
 LX2939                          SUPERSEDED SURVEY CONTROL
 LX2939
 LX2939.No superseded survey control is available for this station.
 LX2939
 LX2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM108420(NAD 83)
 LX2939_MARKER: DD = SURVEY DISK
 LX2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2939_SP_SET: CONCRETE POST
 LX2939_STAMPING: A 3481
 LX2939_MARK LOGO: CTDT  
 LX2939_PROJECTION: FLUSH
 LX2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2939+STABILITY: SURFACE MOTION
 LX2939
 LX2939  HISTORY     - Date     Condition        Report By
 LX2939  HISTORY     - UNK      MONUMENTED       CTDT
 LX2939  HISTORY     - 1986     GOOD             NGS
 LX2939
 LX2939                          STATION DESCRIPTION
 LX2939
 LX2939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2939'IN ELLINGTON.
 LX2939'0.24 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2939'STATE HIGHWAY 286 IN ELLINGTON TO THE MARK ON THE LEFT.  IT IS 4.57
 LX2939'METERS (15.0 FT) WEST OF THE CENTERLINE OF HIGHWAY AND 13.32 METERS
 LX2939'(43.7 FT) SOUTHWEST OF POWER POLE NO. 664.
 LX2939'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0397 ***********************************************************************
 LX0397  DESIGNATION -  A 35
 LX0397  PID         -  LX0397
 LX0397  STATE/COUNTY-  CT/NEW HAVEN
 LX0397  USGS QUAD   -  NEW HAVEN (1984)
 LX0397
 LX0397                         *CURRENT SURVEY CONTROL
 LX0397  ___________________________________________________________________
 LX0397* NAD 83(1986)-  41 17 22.     (N)    072 53 32.     (W)     SCALED    
 LX0397* NAVD 88     -        18.839  (meters)      61.81   (feet)  ADJUSTED  
 LX0397  ___________________________________________________________________
 LX0397  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0397  DYNAMIC HT  -          18.833 (meters)      61.79  (feet)  COMP
 LX0397  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 LX0397
 LX0397  VERT ORDER  -  FIRST     CLASS I
 LX0397
 LX0397.The horizontal coordinates were scaled from a topographic map and have
 LX0397.an estimated accuracy of +/- 6 seconds.
 LX0397
 LX0397.The orthometric height was determined by differential leveling
 LX0397.and adjusted by the National Geodetic Survey in June 1991..
 LX0397
 LX0397.The geoid height was determined by GEOID03.
 LX0397
 LX0397.The dynamic height is computed by dividing the NAVD 88
 LX0397.geopotential number by the normal gravity value computed on the
 LX0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0397.degrees latitude (g = 980.6199 gals.).
 LX0397
 LX0397.The modeled gravity was interpolated from observed gravity values.
 LX0397
 LX0397;                    North         East    Units  Estimated Accuracy
 LX0397;SPC CT       -   203,070.      292,890.      MT  (+/- 180 meters Scaled)
 LX0397
 LX0397                          SUPERSEDED SURVEY CONTROL
 LX0397
 LX0397  NGVD 29 (??/??/92)   19.155  (m)           62.84   (f) ADJ UNCH    1 1
 LX0397
 LX0397.Superseded values are not recommended for survey control.
 LX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0397.See file dsdata.txt to determine how the superseded data were derived.
 LX0397
 LX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL764730(NAD 83)
 LX0397_MARKER: DB = BENCH MARK DISK
 LX0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0397_SP_SET: OVERPASS
 LX0397_STAMPING: A 35 1965
 LX0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0397
 LX0397  HISTORY     - Date     Condition        Report By
 LX0397  HISTORY     - 1965     MONUMENTED       CGS
 LX0397  HISTORY     - 1972     GOOD             NGS
 LX0397  HISTORY     - 1988     POOR             USPSQD
 LX0397
 LX0397                          STATION DESCRIPTION
 LX0397
 LX0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0397'AT NEW HAVEN.
 LX0397'AT NEW HAVEN, ABOUT 60 YARDS SOUTH OF THE INTERSECTION OF FORBES
 LX0397'AVENUE (U.S. HIGHWAY 1) AND TOWNSEND AVENUE, SET ON THE TOP OF
 LX0397'THE NORTH END OF THE PEDESTRAIN WALKWAY ALONG THE EAST SIDE OF
 LX0397'TOWNSEND AVENUE OVERPASS OVER THE CONNECTICUT TURNPIKE, DIRECTLY
 LX0397'OVER THE EAST END OF THE NORTH ABUTMENT, 9 FEET EAST OF THE
 LX0397'EAST CURB OF THE AVENUE, 1.9 FEET SOUTH OF THE NORTH END OF THE
 LX0397'OVERPASS AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LX0397
 LX0397                          STATION RECOVERY (1972)
 LX0397
 LX0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LX0397'RECOVERED IN GOOD CONDITION.
 LX0397
 LX0397                          STATION RECOVERY (1988)
 LX0397
 LX0397'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0397'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3156 ***********************************************************************
 LX3156  DESIGNATION -  A 3501
 LX3156  PID         -  LX3156
 LX3156  STATE/COUNTY-  CT/MIDDLESEX
 LX3156  USGS QUAD   -  MIDDLETOWN (1992)
 LX3156
 LX3156                         *CURRENT SURVEY CONTROL
 LX3156  ___________________________________________________________________
 LX3156* NAD 83(1986)-  41 36 12.     (N)    072 40 32.     (W)     SCALED    
 LX3156* NAVD 88     -        12.804  (meters)      42.01   (feet)  ADJUSTED  
 LX3156  ___________________________________________________________________
 LX3156  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3156  DYNAMIC HT  -          12.800 (meters)      41.99  (feet)  COMP
 LX3156  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 LX3156
 LX3156  VERT ORDER  -  FIRST     CLASS II
 LX3156
 LX3156.The horizontal coordinates were scaled from a topographic map and have
 LX3156.an estimated accuracy of +/- 6 seconds.
 LX3156
 LX3156.The orthometric height was determined by differential leveling
 LX3156.and adjusted by the National Geodetic Survey in June 1991..
 LX3156
 LX3156.The geoid height was determined by GEOID03.
 LX3156
 LX3156.The dynamic height is computed by dividing the NAVD 88
 LX3156.geopotential number by the normal gravity value computed on the
 LX3156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3156.degrees latitude (g = 980.6199 gals.).
 LX3156
 LX3156.The modeled gravity was interpolated from observed gravity values.
 LX3156
 LX3156;                    North         East    Units  Estimated Accuracy
 LX3156;SPC CT       -   237,920.      311,010.      MT  (+/- 180 meters Scaled)
 LX3156
 LX3156                          SUPERSEDED SURVEY CONTROL
 LX3156
 LX3156.No superseded survey control is available for this station.
 LX3156
 LX3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM937083(NAD 83)
 LX3156_MARKER: DD = SURVEY DISK
 LX3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3156_SP_SET: CONCRETE POST
 LX3156_STAMPING: A 3501
 LX3156_MARK LOGO: CTDT  
 LX3156_PROJECTION: FLUSH
 LX3156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3156+STABILITY: SURFACE MOTION
 LX3156
 LX3156  HISTORY     - Date     Condition        Report By
 LX3156  HISTORY     - UNK      MONUMENTED       CTDT
 LX3156  HISTORY     - 1986     GOOD             NGS
 LX3156
 LX3156                          STATION DESCRIPTION
 LX3156
 LX3156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3156'9.5 KM (5.9 MI) SW FROM ROCKY HILL.
 LX3156'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF
 LX3156'STATE HIGHWAY 99 IN ROCKY HILL TO THE JUNCTION OF STATE HIGHWAY 3,
 LX3156'THENCE 6.1 KM (3.75 MI) SOUTH ALONG STATE HIGHWAY 3 TO THE
 LX3156'INTERSECTION OF WEST STREET AND THE MARK ON THE LEFT.  IT IS 16.4
 LX3156'METERS (54.0 FT) EAST OF THE CENTERLINE OF SHUNPIKE ROAD (STATE
 LX3156'HIGHWAY 3), 9.7 METERS (32.0 FT) SOUTH OF THE CENTERLINE OF WEST
 LX3156'STREET, 3.1 METERS (10.2 FT) EAST OF A GUYED POLE AND 0.15 METERS (0.5
 LX3156'FT) SOUTH OF A GUARD RAIL.
 LX3156'THE MARK IS 0.18 M ABOVE WEST STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0585 ***********************************************************************
 LX0585  DESIGNATION -  A 36
 LX0585  PID         -  LX0585
 LX0585  STATE/COUNTY-  CT/MIDDLESEX
 LX0585  USGS QUAD   -  MIDDLETOWN (1992)
 LX0585
 LX0585                         *CURRENT SURVEY CONTROL
 LX0585  ___________________________________________________________________
 LX0585* NAD 83(1986)-  41 34 01.     (N)    072 38 43.     (W)     SCALED    
 LX0585* NAVD 88     -         9.708  (meters)      31.85   (feet)  ADJUSTED  
 LX0585  ___________________________________________________________________
 LX0585  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX0585  DYNAMIC HT  -           9.705 (meters)      31.84  (feet)  COMP
 LX0585  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LX0585
 LX0585  VERT ORDER  -  FIRST     CLASS II
 LX0585
 LX0585.The horizontal coordinates were scaled from a topographic map and have
 LX0585.an estimated accuracy of +/- 6 seconds.
 LX0585
 LX0585.The orthometric height was determined by differential leveling
 LX0585.and adjusted by the National Geodetic Survey in June 1991..
 LX0585.WARNING-Repeat measurements at this control monument indicate possible
 LX0585.vertical movement.
 LX0585
 LX0585.The geoid height was determined by GEOID03.
 LX0585
 LX0585.The dynamic height is computed by dividing the NAVD 88
 LX0585.geopotential number by the normal gravity value computed on the
 LX0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0585.degrees latitude (g = 980.6199 gals.).
 LX0585
 LX0585.The modeled gravity was interpolated from observed gravity values.
 LX0585
 LX0585;                    North         East    Units  Estimated Accuracy
 LX0585;SPC CT       -   233,880.      313,540.      MT  (+/- 180 meters Scaled)
 LX0585
 LX0585                          SUPERSEDED SURVEY CONTROL
 LX0585
 LX0585  NGVD 29 (??/??/92)   10.040  (m)           32.94   (f) ADJ UNCH    1 2
 LX0585
 LX0585.Superseded values are not recommended for survey control.
 LX0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0585.See file dsdata.txt to determine how the superseded data were derived.
 LX0585
 LX0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM963043(NAD 83)
 LX0585_MARKER: X = CHISELED CROSS
 LX0585_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0585_SP_SET: BRIDGE ABUTMENT
 LX0585_MARK LOGO: NONE  
 LX0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0585
 LX0585  HISTORY     - Date     Condition        Report By
 LX0585  HISTORY     - UNK      MONUMENTED       DOD
 LX0585  HISTORY     - 1933     GOOD             NGS
 LX0585  HISTORY     - 1956     MARK NOT FOUND   USGS
 LX0585  HISTORY     - 1986     GOOD             NGS
 LX0585
 LX0585                          STATION DESCRIPTION
 LX0585
 LX0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LX0585'0.8 MI W FROM PORTLAND.
 LX0585'ABOUT 0.8 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0585'RAILROAD FROM THE STATION AT PORTLAND, MIDDLESEX COUNTY, AT A
 LX0585'5-SPAN TRUSS BRIDGE OVER CONNECTICUT RIVER, ON THE TOP OF THE
 LX0585'SOUTHWEST CORNER OF THE EAST BRIDGE SEAT, 9 FEET SOUTH OF THE
 LX0585'CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE RAIL.
 LX0585'A CHISELED CROSS.
 LX0585
 LX0585                          STATION RECOVERY (1956)
 LX0585
 LX0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LX0585'MARK NOT FOUND.
 LX0585
 LX0585                          STATION RECOVERY (1986)
 LX0585
 LX0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0423 ***********************************************************************
 LX0423  DESIGNATION -  A 36
 LX0423  PID         -  LX0423
 LX0423  STATE/COUNTY-  CT/NEW HAVEN
 LX0423  USGS QUAD   -  GUILFORD (1984)
 LX0423
 LX0423                         *CURRENT SURVEY CONTROL
 LX0423  ___________________________________________________________________
 LX0423* NAD 83(1986)-  41 16 17.     (N)    072 44 20.     (W)     SCALED    
 LX0423* NAVD 88     -         4.623  (meters)      15.17   (feet)  ADJUSTED  
 LX0423  ___________________________________________________________________
 LX0423  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX0423  DYNAMIC HT  -           4.622 (meters)      15.16  (feet)  COMP
 LX0423  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX0423
 LX0423  VERT ORDER  -  FIRST     CLASS I
 LX0423
 LX0423.The horizontal coordinates were scaled from a topographic map and have
 LX0423.an estimated accuracy of +/- 6 seconds.
 LX0423
 LX0423.The orthometric height was determined by differential leveling
 LX0423.and adjusted by the National Geodetic Survey in June 1991..
 LX0423
 LX0423.The geoid height was determined by GEOID03.
 LX0423
 LX0423.The dynamic height is computed by dividing the NAVD 88
 LX0423.geopotential number by the normal gravity value computed on the
 LX0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0423.degrees latitude (g = 980.6199 gals.).
 LX0423
 LX0423.The modeled gravity was interpolated from observed gravity values.
 LX0423
 LX0423;                    North         East    Units  Estimated Accuracy
 LX0423;SPC CT       -   201,050.      305,730.      MT  (+/- 180 meters Scaled)
 LX0423
 LX0423                          SUPERSEDED SURVEY CONTROL
 LX0423
 LX0423  NGVD 29 (??/??/92)    4.933  (m)           16.18   (f) ADJ UNCH    1 1
 LX0423
 LX0423.Superseded values are not recommended for survey control.
 LX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0423.See file dsdata.txt to determine how the superseded data were derived.
 LX0423
 LX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL893713(NAD 83)
 LX0423_MARKER: DB = BENCH MARK DISK
 LX0423_SETTING: 66 = SET IN ROCK OUTCROP
 LX0423_SP_SET: ROCK LEDGE
 LX0423_STAMPING: A 36 1965
 LX0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0423+STABILITY: POSITION/ELEVATION WELL
 LX0423
 LX0423  HISTORY     - Date     Condition        Report By
 LX0423  HISTORY     - 1965     MONUMENTED       CGS
 LX0423  HISTORY     - 19910420 GOOD             USPSQD
 LX0423
 LX0423                          STATION DESCRIPTION
 LX0423
 LX0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0423'3.7 MI W FROM GUILFORD.
 LX0423'3.7 MILES WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0423'GUILFORD, ABOUT 1.0 MILE EAST OF THE JUNCTION OF THIMBLE ISLAND
 LX0423'ROAD, ON THE NORTHWEST SLOPE OF A SHORT HILL, SET ON THE TOP OF
 LX0423'A ROCK LEDGE WHICH IS ABOUT 75 FEET LONG AND IS PART OF A ROCK
 LX0423'CUT ON NORTHEAST SIDE OF THE HIGHWAY, 118 FEET SOUTH OF THE
 LX0423'APPROXIMATE CENTER OF THE JUNCTION OF THE HIGHWAY AND SAW MILL
 LX0423'ROAD LEADING NORTH, 16 FEET NORTHEAST OF THE CENTER LINE OF THE
 LX0423'HIGHWAY AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0423
 LX0423                          STATION RECOVERY (1991)
 LX0423
 LX0423'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0070 ***********************************************************************
 LX0070  DESIGNATION -  A 37
 LX0070  PID         -  LX0070
 LX0070  STATE/COUNTY-  CT/MIDDLESEX
 LX0070  USGS QUAD   -  ESSEX (1977)
 LX0070
 LX0070                         *CURRENT SURVEY CONTROL
 LX0070  ___________________________________________________________________
 LX0070* NAD 83(1986)-  41 16 29.     (N)    072 28 36.     (W)     SCALED    
 LX0070* NAVD 88     -         3.699  (meters)      12.14   (feet)  ADJUSTED  
 LX0070  ___________________________________________________________________
 LX0070  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX0070  DYNAMIC HT  -           3.697 (meters)      12.13  (feet)  COMP
 LX0070  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX0070
 LX0070  VERT ORDER  -  FIRST     CLASS I
 LX0070
 LX0070.The horizontal coordinates were scaled from a topographic map and have
 LX0070.an estimated accuracy of +/- 6 seconds.
 LX0070
 LX0070.The orthometric height was determined by differential leveling
 LX0070.and adjusted by the National Geodetic Survey in June 1991..
 LX0070
 LX0070.The geoid height was determined by GEOID03.
 LX0070
 LX0070.The dynamic height is computed by dividing the NAVD 88
 LX0070.geopotential number by the normal gravity value computed on the
 LX0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0070.degrees latitude (g = 980.6199 gals.).
 LX0070
 LX0070.The modeled gravity was interpolated from observed gravity values.
 LX0070
 LX0070;                    North         East    Units  Estimated Accuracy
 LX0070;SPC CT       -   201,460.      327,700.      MT  (+/- 180 meters Scaled)
 LX0070
 LX0070                          SUPERSEDED SURVEY CONTROL
 LX0070
 LX0070  NGVD 29 (??/??/92)    4.016  (m)           13.18   (f) ADJ UNCH    1 1
 LX0070
 LX0070.Superseded values are not recommended for survey control.
 LX0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0070.See file dsdata.txt to determine how the superseded data were derived.
 LX0070
 LX0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL113723(NAD 83)
 LX0070_MARKER: DB = BENCH MARK DISK
 LX0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0070_SP_SET: ABUTMENT
 LX0070_STAMPING: A 37 1965
 LX0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0070
 LX0070  HISTORY     - Date     Condition        Report By
 LX0070  HISTORY     - 1965     MONUMENTED       CGS
 LX0070  HISTORY     - 1984     GOOD             USPSQD
 LX0070  HISTORY     - 1988     GOOD             USPSQD
 LX0070  HISTORY     - 1988     GOOD             USPSQD
 LX0070  HISTORY     - 1989     GOOD             USPSQD
 LX0070  HISTORY     - 1990     GOOD             USPSQD
 LX0070  HISTORY     - 19950809 GOOD             USPSQD
 LX0070  HISTORY     - 19970130 GOOD             USPSQD
 LX0070
 LX0070                          STATION DESCRIPTION
 LX0070
 LX0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0070'1.6 MI W FROM WESTBROOK.
 LX0070'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0070'WESTBROOK, ABOUT 2.7 MILES EAST OF THE POST OFFICE AT CLINTON,
 LX0070'SET ON THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 LX0070'THE 36 FOOT CONCRETE BRIDGE OVER THE MENUNKETESUCK RIVER, 17 FEET
 LX0070'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1/2 FOOT BELOW THE
 LX0070'LEVEL OF THE HIGHWAY.
 LX0070
 LX0070                          STATION RECOVERY (1984)
 LX0070
 LX0070'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0070'RECOVERED IN GOOD CONDITION.
 LX0070
 LX0070                          STATION RECOVERY (1988)
 LX0070
 LX0070'RECOVERY NOTE BY US POWER SQUADRON 1988 (CG)
 LX0070'RECOVERED IN GOOD CONDITION.
 LX0070
 LX0070                          STATION RECOVERY (1988)
 LX0070
 LX0070'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0070'RECOVERED IN GOOD CONDITION.
 LX0070
 LX0070                          STATION RECOVERY (1989)
 LX0070
 LX0070'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0070'RECOVERED IN GOOD CONDITION.
 LX0070
 LX0070                          STATION RECOVERY (1990)
 LX0070
 LX0070'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0070'RECOVERED IN GOOD CONDITION.
 LX0070
 LX0070                          STATION RECOVERY (1995)
 LX0070
 LX0070'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0070'RECOVERED IN GOOD CONDITION.
 LX0070
 LX0070                          STATION RECOVERY (1997)
 LX0070
 LX0070'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0838 ***********************************************************************
 LX0838  DESIGNATION -  A 37 1 C OF B
 LX0838  PID         -  LX0838
 LX0838  STATE/COUNTY-  CT/FAIRFIELD
 LX0838  USGS QUAD   -  BRIDGEPORT (1984)
 LX0838
 LX0838                         *CURRENT SURVEY CONTROL
 LX0838  ___________________________________________________________________
 LX0838* NAD 83(1986)-  41 10 25.     (N)    073 12 58.     (W)     SCALED    
 LX0838* NAVD 88     -         2.997  (meters)       9.83   (feet)  ADJUSTED  
 LX0838  ___________________________________________________________________
 LX0838  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0838  DYNAMIC HT  -           2.996 (meters)       9.83  (feet)  COMP
 LX0838  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 LX0838
 LX0838  VERT ORDER  -  FIRST     CLASS I
 LX0838
 LX0838.The horizontal coordinates were scaled from a topographic map and have
 LX0838.an estimated accuracy of +/- 6 seconds.
 LX0838
 LX0838.The orthometric height was determined by differential leveling
 LX0838.and adjusted by the National Geodetic Survey in June 1991..
 LX0838
 LX0838.The geoid height was determined by GEOID03.
 LX0838
 LX0838.The dynamic height is computed by dividing the NAVD 88
 LX0838.geopotential number by the normal gravity value computed on the
 LX0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0838.degrees latitude (g = 980.6199 gals.).
 LX0838
 LX0838.The modeled gravity was interpolated from observed gravity values.
 LX0838
 LX0838;                    North         East    Units  Estimated Accuracy
 LX0838;SPC CT       -   190,300.      265,690.      MT  (+/- 180 meters Scaled)
 LX0838
 LX0838                          SUPERSEDED SURVEY CONTROL
 LX0838
 LX0838  NGVD 29 (??/??/92)    3.33   (m)           10.9    (f) COMPUTED    1 1
 LX0838
 LX0838.Superseded values are not recommended for survey control.
 LX0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0838.See file dsdata.txt to determine how the superseded data were derived.
 LX0838
 LX0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL496595(NAD 83)
 LX0838_MARKER: DD = SURVEY DISK
 LX0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0838+STABILITY: SURFACE MOTION
 LX0838
 LX0838  HISTORY     - Date     Condition        Report By
 LX0838  HISTORY     - UNK      MONUMENTED       CT0080
 LX0838  HISTORY     - 1965     GOOD             NGS
 LX0838
 LX0838                          STATION DESCRIPTION
 LX0838
 LX0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0838'AT BRIDGEPORT.
 LX0838'AT BRIDGEPORT, AT THE INTERSECTION OF MAPLEWOOD AVENUE AND
 LX0838'HANCOCK AVENUE, 8.2 FEET SOUTH OF THE SOUTH CURB OF MAPLEWOOD
 LX0838'AVENUE, 8.1 FEET WEST OF THE WEST CURB OF HANCOCK AVENUE, SET
 LX0838'IN THE TOP OF A CONCRETE POST ABOUT 1 INCH ABOVE THE LEVEL OF
 LX0838'THE SIDEWALK.  NOTE-- IT APPEARS THAT THE SIDEWALK WAS POURED
 LX0838'AROUND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0127 ***********************************************************************
 LX0127  DESIGNATION -  A 38 RESET
 LX0127  PID         -  LX0127
 LX0127  STATE/COUNTY-  CT/NEW LONDON
 LX0127  USGS QUAD   -  NIANTIC (1983)
 LX0127
 LX0127                         *CURRENT SURVEY CONTROL
 LX0127  ___________________________________________________________________
 LX0127* NAD 83(1986)-  41 19 10.     (N)    072 13 50.     (W)     SCALED    
 LX0127* NAVD 88     -        26.24   (meters)      86.1    (feet)  RESET     
 LX0127  ___________________________________________________________________
 LX0127  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX0127
 LX0127  VERT ORDER  -  THIRD
 LX0127
 LX0127.The horizontal coordinates were scaled from a topographic map and have
 LX0127.an estimated accuracy of +/- 6 seconds.
 LX0127
 LX0127.The orthometric height was computed from unverified reset data.
 LX0127.No vertical observational check was made to the station.
 LX0127
 LX0127.The geoid height was determined by GEOID03.
 LX0127
 LX0127;                    North         East    Units  Estimated Accuracy
 LX0127;SPC CT       -   206,520.      348,290.      MT  (+/- 180 meters Scaled)
 LX0127
 LX0127                          SUPERSEDED SURVEY CONTROL
 LX0127
 LX0127.No superseded survey control is available for this station.
 LX0127
 LX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL317779(NAD 83)
 LX0127_MARKER: DB = BENCH MARK DISK
 LX0127_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0127_SP_SET: UMSPECIFIED ROCK
 LX0127_STAMPING: A 38 RESET 1970
 LX0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0127+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2003
 LX0127
 LX0127  HISTORY     - Date     Condition        Report By
 LX0127  HISTORY     - 1970     MONUMENTED       NGS
 LX0127  HISTORY     - 19901206 GOOD             USPSQD
 LX0127  HISTORY     - 20030417 GOOD             USPSQD
 LX0127
 LX0127                          STATION DESCRIPTION
 LX0127
 LX0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LX0127'1.9 MI W FROM NIANTIC.
 LX0127'1.9 MILES WEST ON STATE HIGHWAY 156 FROM THE POST OFFICE IN
 LX0127'NIANTIC, ABOUT 125 FEET EAST FROM INTERSECTION OF ROXBURY ROAD,
 LX0127'54 FEET SOUTH OF CENTER LINE OF HIGHWAY 156, 35 FEET SOUTH OF
 LX0127'POWER POLE NO. 1224, 60 FEET SOUTHEAST OF TBM 1, 3 FEET SOUTH
 LX0127'OF A METAL WITNESS POST, ACROSS HIGHWAY FROM THE KAHN
 LX0127'RESIDENCE, INSIDE TIMBER LINE, AND CEMENTED IN A DRILL HOLE IN
 LX0127'THE CENTER OF A LARGE ROCK 6 FEET IN DIAMETER AND PROJECTING
 LX0127'2 1/2 FEET ABOVE GROUND.  NOTE-- TBM 1 IS A 1-1/2 INCH SQUARE
 LX0127'CHISELED IN THE HIGH POINT OF A BEDROCK LEDGE, 18 FEET SOUTH OF
 LX0127'CENTER LINE OF HIGHWAY AND 37.5 FEET WEST OF POWER POLE NO. 1224.
 LX0127
 LX0127                          STATION RECOVERY (1990)
 LX0127
 LX0127'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0127'RECOVERED IN GOOD CONDITION.
 LX0127
 LX0127                          STATION RECOVERY (2003)
 LX0127
 LX0127'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2948 ***********************************************************************
 LX2948  CBN         -  This is a Cooperative Base Network Control Station.
 LX2948  DESIGNATION -  A 3829
 LX2948  PID         -  LX2948
 LX2948  STATE/COUNTY-  CT/TOLLAND
 LX2948  USGS QUAD   -  ROCKVILLE (1984)
 LX2948
 LX2948                         *CURRENT SURVEY CONTROL
 LX2948  ___________________________________________________________________
 LX2948* NAD 83(1996)-  41 49 29.07020(N)    072 29 53.88805(W)     ADJUSTED  
 LX2948* NAVD 88     -        60.398  (meters)     198.16   (feet)  ADJUSTED  
 LX2948  ___________________________________________________________________
 LX2948  X           -   1,431,501.749 (meters)                     COMP
 LX2948  Y           -  -4,539,674.453 (meters)                     COMP
 LX2948  Z           -   4,231,138.387 (meters)                     COMP
 LX2948  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 LX2948  ELLIP HEIGHT-          30.99  (meters)          (06/22/01) GPS OBS
 LX2948  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX2948  DYNAMIC HT  -          60.379 (meters)     198.09  (feet)  COMP
 LX2948  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 LX2948
 LX2948  HORZ ORDER  -  A
 LX2948  VERT ORDER  -  FIRST     CLASS II
 LX2948  ELLP ORDER  -  FOURTH    CLASS I
 LX2948
 LX2948.The horizontal coordinates were established by GPS observations
 LX2948.and adjusted by the National Geodetic Survey in June 2001..
 LX2948
 LX2948.The orthometric height was determined by differential leveling
 LX2948.and adjusted by the National Geodetic Survey in June 1991..
 LX2948
 LX2948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2948
 LX2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2948
 LX2948.The ellipsoidal height was determined by GPS observations
 LX2948.and is referenced to NAD 83.
 LX2948
 LX2948.The geoid height was determined by GEOID03.
 LX2948
 LX2948.The dynamic height is computed by dividing the NAVD 88
 LX2948.geopotential number by the normal gravity value computed on the
 LX2948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2948.degrees latitude (g = 980.6199 gals.).
 LX2948
 LX2948.The modeled gravity was interpolated from observed gravity values.
 LX2948
 LX2948;                    North         East     Units Scale Factor Converg.
 LX2948;SPC CT       -   262,537.055   325,710.971   MT  0.99999602   +0 10 00.8
 LX2948;SPC CT       -   861,340.32  1,068,603.41   sFT  0.99999602   +0 10 00.8
 LX2948;UTM  18      - 4,633,343.463   707,759.613   MT  1.00013118   +1 40 07.9
 LX2948
 LX2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2948!SPC CT       -   0.99999514  x   0.99999602  =   0.99999116
 LX2948!UTM  18      -   0.99999514  x   1.00013118  =   1.00012632
 LX2948
 LX2948                          SUPERSEDED SURVEY CONTROL
 LX2948
 LX2948  NAVD 88 (06/22/01)   60.40   (m)          198.2    (f) LEVELING    3  
 LX2948
 LX2948.Superseded values are not recommended for survey control.
 LX2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2948.See file dsdata.txt to determine how the superseded data were derived.
 LX2948
 LX2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0776033343(NAD 83)
 LX2948_MARKER: DD = SURVEY DISK
 LX2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2948_SP_SET: CONCRETE POST
 LX2948_STAMPING: A-3829
 LX2948_MARK LOGO: CTDT  
 LX2948_PROJECTION: FLUSH
 LX2948_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2948+STABILITY: SURFACE MOTION
 LX2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2948+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX2948
 LX2948  HISTORY     - Date     Condition        Report By
 LX2948  HISTORY     - UNK      MONUMENTED       CTDT
 LX2948  HISTORY     - 1986     GOOD             NGS
 LX2948  HISTORY     - 20001121 GOOD             CTGS
 LX2948  HISTORY     - 20050410 GOOD             CTGS
 LX2948
 LX2948                          STATION DESCRIPTION
 LX2948
 LX2948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2948'IN VERNON.
 LX2948'6.19 KM (3.85 MI) SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 LX2948'OF STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE RIGHT.  IT IS
 LX2948'16.70 METERS (54.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 9.75
 LX2948'METERS (32.0 FT) NORTH OF THE CENTER OF THE ENTRANCE RAMP FOR
 LX2948'INTERSTATE HIGHWAY 84 WEST.
 LX2948'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2948
 LX2948                          STATION RECOVERY (2000)
 LX2948
 LX2948'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX2948'THE STATION MARK IS A CONNECTICUT DEPARTMENT OF
 LX2948'TRANSPORTATION BRASS BASELINE DISK, STAMPED A-3829, SET INTO THE
 LX2948'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 LX2948'TO REACH THE STATION PROCEED TO THE INTERSECTION OF CT
 LX2948'ROUTE 83 (TALCOTTVILLE ROAD), CT ROUTE 30 (HARTFORD TURNPIKE), AND
 LX2948'KELLY ROAD.
 LX2948'THE STATION IS LOCATED 54.8 FEET WEST OF THE CENTERLINE OF
 LX2948'CT ROUTE 83, 32.0 FEET NORTH OF THE CENTERLINE OF THE ENTRANCE
 LX2948'RAMP TO INTERSTATE ROUTE 84 (WESTBOUND), AND 25.5 FEET EAST OF TOP
 LX2948'CENTER OF A CATCH BASIN.
 LX2948' 
 LX2948' 
 LX2948' 
 LX2948' 
 LX2948' 
 LX2948'
 LX2948
 LX2948                          STATION RECOVERY (2005)
 LX2948
 LX2948'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX2948'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2950 ***********************************************************************
 LX2950  DESIGNATION -  A 3855
 LX2950  PID         -  LX2950
 LX2950  STATE/COUNTY-  CT/TOLLAND
 LX2950  USGS QUAD   -  MANCHESTER (1992)
 LX2950
 LX2950                         *CURRENT SURVEY CONTROL
 LX2950  ___________________________________________________________________
 LX2950* NAD 83(1986)-  41 49 08.     (N)    072 30 09.     (W)     SCALED    
 LX2950* NAVD 88     -        55.156  (meters)     180.96   (feet)  ADJUSTED  
 LX2950  ___________________________________________________________________
 LX2950  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2950  DYNAMIC HT  -          55.138 (meters)     180.90  (feet)  COMP
 LX2950  MODELED GRAV-     980,301.9   (mgal)                       NAVD 88
 LX2950
 LX2950  VERT ORDER  -  FIRST     CLASS II
 LX2950
 LX2950.The horizontal coordinates were scaled from a topographic map and have
 LX2950.an estimated accuracy of +/- 6 seconds.
 LX2950
 LX2950.The orthometric height was determined by differential leveling
 LX2950.and adjusted by the National Geodetic Survey in June 1991..
 LX2950
 LX2950.The geoid height was determined by GEOID03.
 LX2950
 LX2950.The dynamic height is computed by dividing the NAVD 88
 LX2950.geopotential number by the normal gravity value computed on the
 LX2950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2950.degrees latitude (g = 980.6199 gals.).
 LX2950
 LX2950.The modeled gravity was interpolated from observed gravity values.
 LX2950
 LX2950;                    North         East    Units  Estimated Accuracy
 LX2950;SPC CT       -   261,890.      325,360.      MT  (+/- 180 meters Scaled)
 LX2950
 LX2950                          SUPERSEDED SURVEY CONTROL
 LX2950
 LX2950.No superseded survey control is available for this station.
 LX2950
 LX2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM074326(NAD 83)
 LX2950_MARKER: DD = SURVEY DISK
 LX2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2950_SP_SET: CONCRETE POST
 LX2950_STAMPING: A 3855
 LX2950_MARK LOGO: CTDT  
 LX2950_PROJECTION: FLUSH
 LX2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2950+STABILITY: SURFACE MOTION
 LX2950
 LX2950  HISTORY     - Date     Condition        Report By
 LX2950  HISTORY     - UNK      MONUMENTED       CTDT
 LX2950  HISTORY     - 1986     GOOD             NGS
 LX2950  HISTORY     - 20010905 MARK NOT FOUND   CTGS
 LX2950
 LX2950                          STATION DESCRIPTION
 LX2950
 LX2950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2950'IN TALCOTTVILLE.
 LX2950'7.00 KM (4.35 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2950'STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE RIGHT.  IT IS 8.23
 LX2950'METERS (27.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 9.33 METERS
 LX2950'(30.6 FT) EAST-SOUTHEAST OF POWER POLE NO. 30502 WITH A STREET LAMP
 LX2950'AND 25.91 METERS (85.0 FT) SOUTH OF A ROAD LEADING WEST TO A PARKING
 LX2950'LOT FOR GOLF COURSE.
 LX2950'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2950
 LX2950                          STATION RECOVERY (2001)
 LX2950
 LX2950'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (DMC)
 LX2950'AFTER PULLING THE TIES, A DEPRESSION WAS FOUND IN THE SUSPECTED AREA.
 LX2950'USING A METAL LOCATOR AND DIGGING TWO FEET UNDER THE SURFACE DID NOT
 LX2950'RECOVER ANY REMAINS OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2949 ***********************************************************************
 LX2949  DESIGNATION -  A 3857
 LX2949  PID         -  LX2949
 LX2949  STATE/COUNTY-  CT/TOLLAND
 LX2949  USGS QUAD   -  MANCHESTER (1992)
 LX2949
 LX2949                         *CURRENT SURVEY CONTROL
 LX2949  ___________________________________________________________________
 LX2949* NAD 83(1986)-  41 49 21.     (N)    072 29 59.     (W)     SCALED    
 LX2949* NAVD 88     -        58.336  (meters)     191.39   (feet)  ADJUSTED  
 LX2949  ___________________________________________________________________
 LX2949  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2949  DYNAMIC HT  -          58.317 (meters)     191.33  (feet)  COMP
 LX2949  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 LX2949
 LX2949  VERT ORDER  -  FIRST     CLASS II
 LX2949
 LX2949.The horizontal coordinates were scaled from a topographic map and have
 LX2949.an estimated accuracy of +/- 6 seconds.
 LX2949
 LX2949.The orthometric height was determined by differential leveling
 LX2949.and adjusted by the National Geodetic Survey in June 1991..
 LX2949
 LX2949.The geoid height was determined by GEOID03.
 LX2949
 LX2949.The dynamic height is computed by dividing the NAVD 88
 LX2949.geopotential number by the normal gravity value computed on the
 LX2949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2949.degrees latitude (g = 980.6199 gals.).
 LX2949
 LX2949.The modeled gravity was interpolated from observed gravity values.
 LX2949
 LX2949;                    North         East    Units  Estimated Accuracy
 LX2949;SPC CT       -   262,290.      325,590.      MT  (+/- 180 meters Scaled)
 LX2949
 LX2949                          SUPERSEDED SURVEY CONTROL
 LX2949
 LX2949.No superseded survey control is available for this station.
 LX2949
 LX2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM076330(NAD 83)
 LX2949_MARKER: DD = SURVEY DISK
 LX2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2949_SP_SET: CONCRETE POST
 LX2949_STAMPING: A 3857
 LX2949_MARK LOGO: CTDT  
 LX2949_PROJECTION: FLUSH
 LX2949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2949+STABILITY: SURFACE MOTION
 LX2949
 LX2949  HISTORY     - Date     Condition        Report By
 LX2949  HISTORY     - UNK      MONUMENTED       CTDT
 LX2949  HISTORY     - 1986     GOOD             NGS
 LX2949
 LX2949                          STATION DESCRIPTION
 LX2949
 LX2949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2949'0.5 KM (0.3 MI) NORTH FROM TALCOTTVILLE.
 LX2949'6.52 KM (4.05 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2949'STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE RIGHT.  IT IS 11.34
 LX2949'METERS (37.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.26 METERS
 LX2949'(43.5 FT) SOUTH OF A POWER POLE WITH THREE TRANSFORMERS AND STREET
 LX2949'LAMP AND 3.41 METERS (11.2 FT) WEST OF THE CURB OF SOUTHBOUND LANE.
 LX2949'THE MARK IS 1.89 METERS  E FROM  A WITNESS POST
 LX2949'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2947 ***********************************************************************
 LX2947  DESIGNATION -  A 3861
 LX2947  PID         -  LX2947
 LX2947  STATE/COUNTY-  CT/TOLLAND
 LX2947  USGS QUAD   -  ROCKVILLE (1984)
 LX2947
 LX2947                         *CURRENT SURVEY CONTROL
 LX2947  ___________________________________________________________________
 LX2947* NAD 83(1986)-  41 49 39.     (N)    072 29 48.     (W)     SCALED    
 LX2947* NAVD 88     -        68.001  (meters)     223.10   (feet)  ADJUSTED  
 LX2947  ___________________________________________________________________
 LX2947  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX2947  DYNAMIC HT  -          67.979 (meters)     223.03  (feet)  COMP
 LX2947  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 LX2947
 LX2947  VERT ORDER  -  FIRST     CLASS II
 LX2947
 LX2947.The horizontal coordinates were scaled from a topographic map and have
 LX2947.an estimated accuracy of +/- 6 seconds.
 LX2947
 LX2947.The orthometric height was determined by differential leveling
 LX2947.and adjusted by the National Geodetic Survey in June 1991..
 LX2947
 LX2947.The geoid height was determined by GEOID03.
 LX2947
 LX2947.The dynamic height is computed by dividing the NAVD 88
 LX2947.geopotential number by the normal gravity value computed on the
 LX2947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2947.degrees latitude (g = 980.6199 gals.).
 LX2947
 LX2947.The modeled gravity was interpolated from observed gravity values.
 LX2947
 LX2947;                    North         East    Units  Estimated Accuracy
 LX2947;SPC CT       -   262,840.      325,850.      MT  (+/- 180 meters Scaled)
 LX2947
 LX2947                          SUPERSEDED SURVEY CONTROL
 LX2947
 LX2947.No superseded survey control is available for this station.
 LX2947
 LX2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM078336(NAD 83)
 LX2947_MARKER: DD = SURVEY DISK
 LX2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2947_SP_SET: CONCRETE POST
 LX2947_STAMPING: A 3861
 LX2947_MARK LOGO: CTDT  
 LX2947_PROJECTION: FLUSH
 LX2947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2947+STABILITY: SURFACE MOTION
 LX2947
 LX2947  HISTORY     - Date     Condition        Report By
 LX2947  HISTORY     - UNK      MONUMENTED       CTDT
 LX2947  HISTORY     - 1986     GOOD             NGS
 LX2947
 LX2947                          STATION DESCRIPTION
 LX2947
 LX2947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2947'IN VERNON.
 LX2947'5.8 KM (3.60 MI) SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2947'STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE LEFT.  IT IS 11.28
 LX2947'METERS (37.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.89 METERS
 LX2947'(39.0 FT) SOUTHWEST OF THE CENTER OF A PAVED OFF RAMP FOR STATE
 LX2947'HIGHWAY 83 SOUTH AND 15.33 METERS (50.3 FT) NORTH OF A C L AND P POLE
 LX2947'NO. 30503 WITH A STREET LAMP.
 LX2947'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2952 ***********************************************************************
 LX2952  DESIGNATION -  A 3877
 LX2952  PID         -  LX2952
 LX2952  STATE/COUNTY-  CT/HARTFORD
 LX2952  USGS QUAD   -  MANCHESTER (1992)
 LX2952
 LX2952                         *CURRENT SURVEY CONTROL
 LX2952  ___________________________________________________________________
 LX2952* NAD 83(1986)-  41 48 39.     (N)    072 30 54.     (W)     SCALED    
 LX2952* NAVD 88     -        53.619  (meters)     175.91   (feet)  ADJUSTED  
 LX2952  ___________________________________________________________________
 LX2952  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX2952  DYNAMIC HT  -          53.602 (meters)     175.86  (feet)  COMP
 LX2952  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 LX2952
 LX2952  VERT ORDER  -  FIRST     CLASS II
 LX2952
 LX2952.The horizontal coordinates were scaled from a topographic map and have
 LX2952.an estimated accuracy of +/- 6 seconds.
 LX2952
 LX2952.The orthometric height was determined by differential leveling
 LX2952.and adjusted by the National Geodetic Survey in June 1991..
 LX2952
 LX2952.The geoid height was determined by GEOID03.
 LX2952
 LX2952.The dynamic height is computed by dividing the NAVD 88
 LX2952.geopotential number by the normal gravity value computed on the
 LX2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2952.degrees latitude (g = 980.6199 gals.).
 LX2952
 LX2952.The modeled gravity was interpolated from observed gravity values.
 LX2952
 LX2952;                    North         East    Units  Estimated Accuracy
 LX2952;SPC CT       -   260,990.      324,330.      MT  (+/- 180 meters Scaled)
 LX2952
 LX2952                          SUPERSEDED SURVEY CONTROL
 LX2952
 LX2952.No superseded survey control is available for this station.
 LX2952
 LX2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM064317(NAD 83)
 LX2952_MARKER: DD = SURVEY DISK
 LX2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2952_SP_SET: CONCRETE POST
 LX2952_STAMPING: A 3877
 LX2952_MARK LOGO: CTDT  
 LX2952_PROJECTION: FLUSH
 LX2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2952+STABILITY: SURFACE MOTION
 LX2952
 LX2952  HISTORY     - Date     Condition        Report By
 LX2952  HISTORY     - UNK      MONUMENTED       CTDT
 LX2952  HISTORY     - 1986     GOOD             NGS
 LX2952
 LX2952                          STATION DESCRIPTION
 LX2952
 LX2952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2952'4.3 KM (2.7 MI) NE FROM MANCHESTER.
 LX2952'4.3 KM (2.7 MI) NORTHEAST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2952'U.S. HIGHWAY 44A IN MANCHESTER TO THE MARK ON THE RIGHT.  IT IS 11.95
 LX2952'METERS (39.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.96
 LX2952'METERS (9.7 FT) SOUTH OF HELT AND COMPANY POLE NO. 7988 WITH ONE
 LX2952'TRANSFORMER AND STREET LAMP, 2.93 METERS (9.6 FT) WEST OF A WIRE
 LX2952'FENCE.
 LX2952'THE MARK IS 1.92 METERS  W FROM  A WITNESS POST
 LX2952'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0736 ***********************************************************************
 LW0736  DESIGNATION -  A 39
 LW0736  PID         -  LW0736
 LW0736  STATE/COUNTY-  CT/NEW LONDON
 LW0736  USGS QUAD   -  MYSTIC (1984)
 LW0736
 LW0736                         *CURRENT SURVEY CONTROL
 LW0736  ___________________________________________________________________
 LW0736* NAD 83(1986)-  41 21 05.     (N)    071 53 26.     (W)     SCALED    
 LW0736* NAVD 88     -         2.407  (meters)       7.90   (feet)  ADJUSTED  
 LW0736  ___________________________________________________________________
 LW0736  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW0736  DYNAMIC HT  -           2.406 (meters)       7.89  (feet)  COMP
 LW0736  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LW0736
 LW0736  VERT ORDER  -  FIRST     CLASS I
 LW0736
 LW0736.The horizontal coordinates were scaled from a topographic map and have
 LW0736.an estimated accuracy of +/- 6 seconds.
 LW0736
 LW0736.The orthometric height was determined by differential leveling
 LW0736.and adjusted by the National Geodetic Survey in June 1991..
 LW0736
 LW0736.The geoid height was determined by GEOID03.
 LW0736
 LW0736.The dynamic height is computed by dividing the NAVD 88
 LW0736.geopotential number by the normal gravity value computed on the
 LW0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0736.degrees latitude (g = 980.6199 gals.).
 LW0736
 LW0736.The modeled gravity was interpolated from observed gravity values.
 LW0736
 LW0736;                    North         East    Units  Estimated Accuracy
 LW0736;SPC CT       -   210,290.      376,720.      MT  (+/- 180 meters Scaled)
 LW0736
 LW0736                          SUPERSEDED SURVEY CONTROL
 LW0736
 LW0736  NGVD 29 (??/??/92)    2.696  (m)            8.85   (f) ADJ UNCH    1 1
 LW0736
 LW0736.Superseded values are not recommended for survey control.
 LW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0736.See file dsdata.txt to determine how the superseded data were derived.
 LW0736
 LW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF581817(NAD 83)
 LW0736_MARKER: DB = BENCH MARK DISK
 LW0736_SETTING: 66 = SET IN ROCK OUTCROP
 LW0736_SP_SET: BEDROCK
 LW0736_STAMPING: A 39 1965
 LW0736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0736+STABILITY: POSITION/ELEVATION WELL
 LW0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0736+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 LW0736
 LW0736  HISTORY     - Date     Condition        Report By
 LW0736  HISTORY     - 1965     MONUMENTED       CGS
 LW0736  HISTORY     - 1983     GOOD             USPSQD
 LW0736  HISTORY     - 1988     GOOD             USPSQD
 LW0736  HISTORY     - 20020219 GOOD             USPSQD
 LW0736  HISTORY     - 20050503 GOOD             NRCS
 LW0736
 LW0736                          STATION DESCRIPTION
 LW0736
 LW0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0736'1.2 MI NE FROM STONINGTON.
 LW0736'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 A FROM THE OVERPASS OVER
 LW0736'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT STONINGTON,
 LW0736'THENCE 0.05 MILE EAST ALONG U.S. HIGHWAY 1, 95 YARDS EAST OF THE
 LW0736'EAST END OF THE BRIDGE OVER OXECOSSET BROOK, SET ON THE TOP AND
 LW0736'6 FEET SOUTH OF THE NORTH LEDGE OF A LARGE AREA OF EXPOSED
 LW0736'BEDROCK, 66 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44 FEET
 LW0736'SOUTHWEST OF POWER LINE POLE NO. 120, 14 FEET NORTHWEST OF THE
 LW0736'WEST END OF A LARGE BOULDER AND 2 FEET ABOVE THE LEVEL OF THE
 LW0736'HIGHWAY.
 LW0736
 LW0736                          STATION RECOVERY (1983)
 LW0736
 LW0736'RECOVERY NOTE BY US POWER SQUADRON 1983
 LW0736'RECOVERED IN GOOD CONDITION.
 LW0736
 LW0736                          STATION RECOVERY (1988)
 LW0736
 LW0736'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0736'RECOVERED IN GOOD CONDITION.
 LW0736
 LW0736                          STATION RECOVERY (2002)
 LW0736
 LW0736'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0736'RECOVERED IN GOOD CONDITION.
 LW0736
 LW0736                          STATION RECOVERY (2005)
 LW0736
 LW0736'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0414 ***********************************************************************
 LX0414  DESIGNATION -  A 4=124
 LX0414  PID         -  LX0414
 LX0414  STATE/COUNTY-  CT/NEW HAVEN
 LX0414  USGS QUAD   -  BRANFORD (1984)
 LX0414
 LX0414                         *CURRENT SURVEY CONTROL
 LX0414  ___________________________________________________________________
 LX0414* NAD 83(1986)-  41 16 28.     (N)    072 47 03.     (W)     SCALED    
 LX0414* NAVD 88     -        12.892  (meters)      42.30   (feet)  ADJUSTED  
 LX0414  ___________________________________________________________________
 LX0414  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX0414  DYNAMIC HT  -          12.887 (meters)      42.28  (feet)  COMP
 LX0414  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LX0414
 LX0414  VERT ORDER  -  FIRST     CLASS I
 LX0414
 LX0414.The horizontal coordinates were scaled from a topographic map and have
 LX0414.an estimated accuracy of +/- 6 seconds.
 LX0414
 LX0414.The orthometric height was determined by differential leveling
 LX0414.and adjusted by the National Geodetic Survey in June 1991..
 LX0414
 LX0414.The geoid height was determined by GEOID03.
 LX0414
 LX0414.The dynamic height is computed by dividing the NAVD 88
 LX0414.geopotential number by the normal gravity value computed on the
 LX0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0414.degrees latitude (g = 980.6199 gals.).
 LX0414
 LX0414.The modeled gravity was interpolated from observed gravity values.
 LX0414
 LX0414;                    North         East    Units  Estimated Accuracy
 LX0414;SPC CT       -   201,390.      301,940.      MT  (+/- 180 meters Scaled)
 LX0414
 LX0414                          SUPERSEDED SURVEY CONTROL
 LX0414
 LX0414  NGVD 29 (??/??/92)   13.20   (m)           43.3    (f) COMPUTED    1 1
 LX0414
 LX0414.Superseded values are not recommended for survey control.
 LX0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0414.See file dsdata.txt to determine how the superseded data were derived.
 LX0414
 LX0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL855715(NAD 83)
 LX0414_MARKER: Z = SEE DESCRIPTION
 LX0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0414_SP_SET: STONE
 LX0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0414+STABILITY: SURFACE MOTION
 LX0414
 LX0414  HISTORY     - Date     Condition        Report By
 LX0414  HISTORY     - UNK      MONUMENTED       DOD
 LX0414  HISTORY     - 1934     GOOD             NGS
 LX0414
 LX0414                          STATION DESCRIPTION
 LX0414
 LX0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0414'1.6 MI E FROM BRANFORD.
 LX0414'AT BRANFORD, ON THE NY NH AND H RR, 1.6 MILES E OF THE STATION,
 LX0414'AT A WOOD TRUSS BRIDGE 10.61 OVER THE R.R. AT BLACKSTONE CROSSING
 LX0414'(1.6 MILES SE OF BRANFORD P.O. BY THE HIGHWAY), 65 FT. S OF THE S
 LX0414'RAIL AND ABOUT 2 FT. HIGHER THAN THE TRACKS AT THE NE CORNER
 LX0414'OF SOUTH STONE PIER.  A KNOB CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3160 ***********************************************************************
 LX3160  DESIGNATION -  A 448
 LX3160  PID         -  LX3160
 LX3160  STATE/COUNTY-  CT/HARTFORD
 LX3160  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3160
 LX3160                         *CURRENT SURVEY CONTROL
 LX3160  ___________________________________________________________________
 LX3160* NAD 83(1986)-  41 39 04.     (N)    072 43 39.     (W)     SCALED    
 LX3160* NAVD 88     -        27.213  (meters)      89.28   (feet)  ADJUSTED  
 LX3160  ___________________________________________________________________
 LX3160  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX3160  DYNAMIC HT  -          27.204 (meters)      89.25  (feet)  COMP
 LX3160  MODELED GRAV-     980,312.3   (mgal)                       NAVD 88
 LX3160
 LX3160  VERT ORDER  -  FIRST     CLASS II
 LX3160
 LX3160.The horizontal coordinates were scaled from a topographic map and have
 LX3160.an estimated accuracy of +/- 6 seconds.
 LX3160
 LX3160.The orthometric height was determined by differential leveling
 LX3160.and adjusted by the National Geodetic Survey in June 1991..
 LX3160
 LX3160.The geoid height was determined by GEOID03.
 LX3160
 LX3160.The dynamic height is computed by dividing the NAVD 88
 LX3160.geopotential number by the normal gravity value computed on the
 LX3160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3160.degrees latitude (g = 980.6199 gals.).
 LX3160
 LX3160.The modeled gravity was interpolated from observed gravity values.
 LX3160
 LX3160;                    North         East    Units  Estimated Accuracy
 LX3160;SPC CT       -   243,220.      306,680.      MT  (+/- 180 meters Scaled)
 LX3160
 LX3160                          SUPERSEDED SURVEY CONTROL
 LX3160
 LX3160.No superseded survey control is available for this station.
 LX3160
 LX3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM892135(NAD 83)
 LX3160_MARKER: DD = SURVEY DISK
 LX3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3160_SP_SET: CONCRETE POST
 LX3160_STAMPING: A 448
 LX3160_MARK LOGO: CTDT  
 LX3160_PROJECTION: FLUSH
 LX3160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3160+STABILITY: SURFACE MOTION
 LX3160
 LX3160  HISTORY     - Date     Condition        Report By
 LX3160  HISTORY     - 1958     MONUMENTED       CTDT
 LX3160  HISTORY     - 1986     GOOD             NGS
 LX3160
 LX3160                          STATION DESCRIPTION
 LX3160
 LX3160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3160'3.3 KM (2.05 MI) NORTH FROM BERLIN.
 LX3160'3.3 KM (2.05 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3160'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE RIGHT.
 LX3160'IT IS 6.4 METERS (21.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 LX3160'LANE OF U.S. HIGHWAY 5 AND STATE HIGHWAY 15, 20.2 METERS (66.3 FT)
 LX3160'NORTH OF THE CENTER OF A BELL TELEPHONE MANHOLE COVER AND 1.4 METERS
 LX3160'(4.6 FT) SOUTHWEST OF POWER POLE NO. 4843.
 LX3160'THE MARK IS 0.18 METERS  W FROM  A WITNESS POST
 LX3160'THE MARK IS 0.30 M ABOVE HIGHWAYS 5 AND 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1669 ***********************************************************************
 LX1669  DESIGNATION -  A 49
 LX1669  PID         -  LX1669
 LX1669  STATE/COUNTY-  CT/HARTFORD
 LX1669  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1669
 LX1669                         *CURRENT SURVEY CONTROL
 LX1669  ___________________________________________________________________
 LX1669* NAD 83(1986)-  41 51 24.     (N)    072 38 18.     (W)     SCALED    
 LX1669* NAVD 88     -         8.715  (meters)      28.59   (feet)  ADJUSTED  
 LX1669  ___________________________________________________________________
 LX1669  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX1669  DYNAMIC HT  -           8.712 (meters)      28.58  (feet)  COMP
 LX1669  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 LX1669  OBS GRAVITY -     980,333.7   (mgal)                       GRAV_OBS
 LX1669
 LX1669  VERT ORDER  -  FIRST     CLASS II
 LX1669
 LX1669.The horizontal coordinates were scaled from a topographic map and have
 LX1669.an estimated accuracy of +/- 6 seconds.
 LX1669
 LX1669.The orthometric height was determined by differential leveling
 LX1669.and adjusted by the National Geodetic Survey in June 1991..
 LX1669
 LX1669.The geoid height was determined by GEOID03.
 LX1669
 LX1669.The dynamic height is computed by dividing the NAVD 88
 LX1669.geopotential number by the normal gravity value computed on the
 LX1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1669.degrees latitude (g = 980.6199 gals.).
 LX1669
 LX1669.The modeled gravity was interpolated from observed gravity values.
 LX1669.The observed gravity was obtained from relative gravimeter ties
 LX1669.to the IGSN71 gravity network.
 LX1669
 LX1669;                    North         East    Units  Estimated Accuracy
 LX1669;SPC CT       -   266,060.      314,070.      MT  (+/- 180 meters Scaled)
 LX1669
 LX1669                          SUPERSEDED SURVEY CONTROL
 LX1669
 LX1669.No superseded survey control is available for this station.
 LX1669
 LX1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM960365(NAD 83)
 LX1669_MARKER: DB = BENCH MARK DISK
 LX1669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1669_SP_SET: BRIDGE SUPPORT
 LX1669_STAMPING: A 49 1978
 LX1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1669
 LX1669  HISTORY     - Date     Condition        Report By
 LX1669  HISTORY     - 1978     MONUMENTED       NGS
 LX1669  HISTORY     - 1982     GOOD             NGS
 LX1669
 LX1669                          STATION DESCRIPTION
 LX1669
 LX1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1669'IN WINDSOR.
 LX1669'0.5 MILE NORTHEAST ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1669'WINDSOR TO THE MARK ON THE RIGHT, SET IN AT THE SOUTHEAST CORNER
 LX1669'OF THE BRIDGE OVER THE FARMINGTON RIVER IN THE CENTER OF A MASSIVE
 LX1669'CONCRETE BRIDGE SUPPORT THAT WAS USED FOR THE OLD RAIL ROAD BRIDGE,
 LX1669'29 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 159, 16 FEET NORTH-
 LX1669'EAST OF POWER POLE NUMBER 200-H 707 WITH A STREET LIGHT, 17 FEET
 LX1669'SOUTHEAST OF THE SOUTHEAST STEEL SUPPORT OF THE BRIDGE.
 LX1669
 LX1669                          STATION RECOVERY (1982)
 LX1669
 LX1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX1669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2772 ***********************************************************************
 LX2772  DESIGNATION -  A 5 T OF AVON
 LX2772  PID         -  LX2772
 LX2772  STATE/COUNTY-  CT/HARTFORD
 LX2772  USGS QUAD   -  COLLINSVILLE (1984)
 LX2772
 LX2772                         *CURRENT SURVEY CONTROL
 LX2772  ___________________________________________________________________
 LX2772* NAD 83(1986)-  41 46 38.     (N)    072 53 23.     (W)     SCALED    
 LX2772* NAVD 88     -        82.889  (meters)     271.94   (feet)  ADJUSTED  
 LX2772  ___________________________________________________________________
 LX2772  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2772  DYNAMIC HT  -          82.865 (meters)     271.87  (feet)  COMP
 LX2772  MODELED GRAV-     980,330.3   (mgal)                       NAVD 88
 LX2772
 LX2772  VERT ORDER  -  FIRST     CLASS II
 LX2772
 LX2772.The horizontal coordinates were scaled from a topographic map and have
 LX2772.an estimated accuracy of +/- 6 seconds.
 LX2772
 LX2772.The orthometric height was determined by differential leveling
 LX2772.and adjusted by the National Geodetic Survey in June 1991..
 LX2772
 LX2772.The geoid height was determined by GEOID03.
 LX2772
 LX2772.The dynamic height is computed by dividing the NAVD 88
 LX2772.geopotential number by the normal gravity value computed on the
 LX2772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2772.degrees latitude (g = 980.6199 gals.).
 LX2772
 LX2772.The modeled gravity was interpolated from observed gravity values.
 LX2772
 LX2772;                    North         East    Units  Estimated Accuracy
 LX2772;SPC CT       -   257,240.      293,180.      MT  (+/- 180 meters Scaled)
 LX2772
 LX2772                          SUPERSEDED SURVEY CONTROL
 LX2772
 LX2772.No superseded survey control is available for this station.
 LX2772
 LX2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM753271(NAD 83)
 LX2772_MARKER: DD = SURVEY DISK
 LX2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2772_SP_SET: CONCRETE POST
 LX2772_STAMPING: A 5
 LX2772_MARK LOGO: CTGS  
 LX2772_PROJECTION: PROJECTING 8 CENTIMETERS
 LX2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2772+STABILITY: SURFACE MOTION
 LX2772
 LX2772  HISTORY     - Date     Condition        Report By
 LX2772  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2772  HISTORY     - 1985     GOOD             NGS
 LX2772
 LX2772                          STATION DESCRIPTION
 LX2772
 LX2772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2772'2.2 KM (1.35 MI) NORTH FROM UNIONVILLE.
 LX2772'2.2 KM (1.15 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2772'STATE HIGHWAY 4 IN UNIONVILLE TO THE MARK ON THE RIGHT, IN THE
 LX2772'NORTHEAST ANGLE OF THE INTERSECTION OF HOLLISTER DRIVE, 7.01 METERS
 LX2772'(23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.37 METERS
 LX2772'(57.0 FT) NORTH-NORTHEAST OF THE CENTER OF HOLLISTER DRIVE, 1.49
 LX2772'METERS (4.9 FT) NORTHEAST OF UTILITY POLE 2611 WITH ONE GUY WIRE.  THE
 LX2772'MARK A TOWN OF AVON DISK.
 LX2772'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1645 ***********************************************************************
 LX1645  DESIGNATION -  A 50
 LX1645  PID         -  LX1645
 LX1645  STATE/COUNTY-  CT/HARTFORD
 LX1645  USGS QUAD   -  MERIDEN (1992)
 LX1645
 LX1645                         *CURRENT SURVEY CONTROL
 LX1645  ___________________________________________________________________
 LX1645* NAD 83(1986)-  41 35 59.     (N)    072 47 52.     (W)     SCALED    
 LX1645* NAVD 88     -        77.070  (meters)     252.85   (feet)  ADJUSTED  
 LX1645  ___________________________________________________________________
 LX1645  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX1645  DYNAMIC HT  -          77.046 (meters)     252.78  (feet)  COMP
 LX1645  MODELED GRAV-     980,311.3   (mgal)                       NAVD 88
 LX1645
 LX1645  VERT ORDER  -  FIRST     CLASS II
 LX1645
 LX1645.The horizontal coordinates were scaled from a topographic map and have
 LX1645.an estimated accuracy of +/- 6 seconds.
 LX1645
 LX1645.The orthometric height was determined by differential leveling
 LX1645.and adjusted by the National Geodetic Survey in June 1991..
 LX1645
 LX1645.The geoid height was determined by GEOID03.
 LX1645
 LX1645.The dynamic height is computed by dividing the NAVD 88
 LX1645.geopotential number by the normal gravity value computed on the
 LX1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1645.degrees latitude (g = 980.6199 gals.).
 LX1645
 LX1645.The modeled gravity was interpolated from observed gravity values.
 LX1645
 LX1645;                    North         East    Units  Estimated Accuracy
 LX1645;SPC CT       -   237,520.      300,820.      MT  (+/- 180 meters Scaled)
 LX1645
 LX1645                          SUPERSEDED SURVEY CONTROL
 LX1645
 LX1645.No superseded survey control is available for this station.
 LX1645
 LX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM835076(NAD 83)
 LX1645_MARKER: DB = BENCH MARK DISK
 LX1645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1645_SP_SET: STAINLESS STEEL ROD
 LX1645_STAMPING: A 50 1978
 LX1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1645
 LX1645  HISTORY     - Date     Condition        Report By
 LX1645  HISTORY     - 1978     MONUMENTED       NGS
 LX1645
 LX1645                          STATION DESCRIPTION
 LX1645
 LX1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1645'5.7 MILE NW FROM MERIDEN.
 LX1645'1.4 MILES WEST ALONG WEST MAIN STREET FROM THE COMMEMORATIVE WORLD
 LX1645'WAR MONUMENT AT THE JUNCTION OF STATE HIGHWAY 5 AND EAST AND WEST
 LX1645'MAIN STREET IN MERIDEN, THENCE 4.3 MILES NORTH ALONG STATE HIGHWAY
 LX1645'71 TO THE MARK ON THE RIGHT, 0.35 MILE SOUTH OF THE JUNCTION OF
 LX1645'STATE HIGHWAYS 364 AND 71, DIRECTLY ACROSS THE HIGHWAY FROM A AAMOCO
 LX1645'GAS STATION, 24 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 71, 3
 LX1645'FEET SOUTHWEST OF POWER POLE NUMBER 58244 WITH TRANSFORMER, ROD
 LX1645'DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1619 ***********************************************************************
 LX1619  DESIGNATION -  A 51
 LX1619  PID         -  LX1619
 LX1619  STATE/COUNTY-  CT/NEW HAVEN
 LX1619  USGS QUAD   -  NEW HAVEN (1984)
 LX1619
 LX1619                         *CURRENT SURVEY CONTROL
 LX1619  ___________________________________________________________________
 LX1619* NAD 83(1986)-  41 18 13.     (N)    072 55 36.     (W)     SCALED    
 LX1619* NAVD 88     -         6.447  (meters)      21.15   (feet)  ADJUSTED  
 LX1619  ___________________________________________________________________
 LX1619  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX1619  DYNAMIC HT  -           6.445 (meters)      21.14  (feet)  COMP
 LX1619  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX1619  OBS GRAVITY -     980,302.3   (mgal)                       GRAV_OBS
 LX1619
 LX1619  VERT ORDER  -  FIRST     CLASS II
 LX1619
 LX1619.The horizontal coordinates were scaled from a topographic map and have
 LX1619.an estimated accuracy of +/- 6 seconds.
 LX1619
 LX1619.The orthometric height was determined by differential leveling
 LX1619.and adjusted by the National Geodetic Survey in June 1991..
 LX1619
 LX1619.The geoid height was determined by GEOID03.
 LX1619
 LX1619.The dynamic height is computed by dividing the NAVD 88
 LX1619.geopotential number by the normal gravity value computed on the
 LX1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1619.degrees latitude (g = 980.6199 gals.).
 LX1619
 LX1619.The modeled gravity was interpolated from observed gravity values.
 LX1619.The observed gravity was obtained from relative gravimeter ties
 LX1619.to the IGSN71 gravity network.
 LX1619
 LX1619;                    North         East    Units  Estimated Accuracy
 LX1619;SPC CT       -   204,640.      290,010.      MT  (+/- 180 meters Scaled)
 LX1619
 LX1619                          SUPERSEDED SURVEY CONTROL
 LX1619
 LX1619.No superseded survey control is available for this station.
 LX1619
 LX1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL735745(NAD 83)
 LX1619_MARKER: DB = BENCH MARK DISK
 LX1619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1619_SP_SET: BUILDING
 LX1619_STAMPING: A 51 1978
 LX1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1619
 LX1619  HISTORY     - Date     Condition        Report By
 LX1619  HISTORY     - 1978     MONUMENTED       NGS
 LX1619  HISTORY     - 1982     GOOD             NGS
 LX1619
 LX1619                          STATION DESCRIPTION
 LX1619
 LX1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1619'IN NEW HAVEN.
 LX1619'AT THE INTERSECTION OF CHURCH AND GEORGE STREET SET IN A 1-FOOT
 LX1619'WIDE LEDGE IN THE SOUTHWEST FACE OF THE FIRST BANK BUILDING
 LX1619'ABOUT 200 FEET SOUTHEAST OF THE CENTER LINE OF CHURCH STREET
 LX1619'26.5 FEET NORTHEAST OF THE NORTHEAST CURB OF GEORGE STREET,
 LX1619'AND AT THE APPROXIMATE CENTER OF THE SOUTHMOST WINDOW IN THE
 LX1619'SOUTHWEST FACE OF THE BUILDING 9 FEET NORTHWEST OF THE SOUTH
 LX1619'CORNER.  THIS BDNCH MARK HAS BEEN DESIGNATED A BASIC NET A
 LX1619'LEVEL LINE JUNCTION MARK.
 LX1619
 LX1619                          STATION RECOVERY (1982)
 LX1619
 LX1619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX1619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0081 ***********************************************************************
 LX0081  DESIGNATION -  A 5=104
 LX0081  PID         -  LX0081
 LX0081  STATE/COUNTY-  CT/MIDDLESEX
 LX0081  USGS QUAD   -  ESSEX (1977)
 LX0081
 LX0081                         *CURRENT SURVEY CONTROL
 LX0081  ___________________________________________________________________
 LX0081* NAD 83(1986)-  41 17 21.     (N)    072 25 06.     (W)     SCALED    
 LX0081* NAVD 88     -         7.849  (meters)      25.75   (feet)  ADJUSTED  
 LX0081  ___________________________________________________________________
 LX0081  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX0081  DYNAMIC HT  -           7.846 (meters)      25.74  (feet)  COMP
 LX0081  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 LX0081
 LX0081  VERT ORDER  -  FIRST     CLASS I
 LX0081
 LX0081.The horizontal coordinates were scaled from a topographic map and have
 LX0081.an estimated accuracy of +/- 6 seconds.
 LX0081
 LX0081.The orthometric height was determined by differential leveling
 LX0081.and adjusted by the National Geodetic Survey in June 1991..
 LX0081
 LX0081.The geoid height was determined by GEOID03.
 LX0081
 LX0081.The dynamic height is computed by dividing the NAVD 88
 LX0081.geopotential number by the normal gravity value computed on the
 LX0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0081.degrees latitude (g = 980.6199 gals.).
 LX0081
 LX0081.The modeled gravity was interpolated from observed gravity values.
 LX0081
 LX0081;                    North         East    Units  Estimated Accuracy
 LX0081;SPC CT       -   203,080.      332,580.      MT  (+/- 180 meters Scaled)
 LX0081
 LX0081                          SUPERSEDED SURVEY CONTROL
 LX0081
 LX0081  NGVD 29 (??/??/92)    8.16   (m)           26.8    (f) COMPUTED    1 1
 LX0081
 LX0081.Superseded values are not recommended for survey control.
 LX0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0081.See file dsdata.txt to determine how the superseded data were derived.
 LX0081
 LX0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL161740(NAD 83)
 LX0081_MARKER: Z = SEE DESCRIPTION
 LX0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0081_SP_SET: STONE
 LX0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0081+STABILITY: SURFACE MOTION
 LX0081
 LX0081  HISTORY     - Date     Condition        Report By
 LX0081  HISTORY     - UNK      MONUMENTED       DOD
 LX0081  HISTORY     - 1965     GOOD             NGS
 LX0081  HISTORY     - 1988     POOR             USPSQD
 LX0081  HISTORY     - 1989     GOOD             USPSQD
 LX0081  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX0081
 LX0081                          STATION DESCRIPTION
 LX0081
 LX0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0081'2.2 MI E FROM WESTBROOK.
 LX0081'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL
 LX0081'AT WESTBROOK, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 166,
 LX0081'SET ON THE TOP OF THE NORTHEAST CORNER OF THE BOTTOM STONE
 LX0081'OF THE STONE WING WALL AT THE SOUTHEAST CORNER OF STATE HIGHWAY
 LX0081'166 OVERPASS OVER THE TRACKS, 6.4 FEET SOUTH OF THE SOUTH RAIL
 LX0081'AND 3 FEET ABOVE THE LEVEL OF THE TRACKS.
 LX0081
 LX0081                          STATION RECOVERY (1988)
 LX0081
 LX0081'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0081'MARK RECOVERED IN POOR CONDITION.
 LX0081
 LX0081                          STATION RECOVERY (1989)
 LX0081
 LX0081'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0081'RECOVERED IN GOOD CONDITION.
 LX0081
 LX0081                          STATION RECOVERY (1990)
 LX0081
 LX0081'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1455 ***********************************************************************
 MZ1455  DESIGNATION -  A 53
 MZ1455  PID         -  MZ1455
 MZ1455  STATE/COUNTY-  CT/LITCHFIELD
 MZ1455  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1455
 MZ1455                         *CURRENT SURVEY CONTROL
 MZ1455  ___________________________________________________________________
 MZ1455* NAD 83(1986)-  42 01 04.     (N)    073 19 56.     (W)     SCALED    
 MZ1455* NAVD 88     -       206.494  (meters)     677.47   (feet)  ADJUSTED  
 MZ1455  ___________________________________________________________________
 MZ1455  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 MZ1455  DYNAMIC HT  -         206.424 (meters)     677.24  (feet)  COMP
 MZ1455  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 MZ1455
 MZ1455  VERT ORDER  -  FIRST     CLASS II
 MZ1455
 MZ1455.The horizontal coordinates were scaled from a topographic map and have
 MZ1455.an estimated accuracy of +/- 6 seconds.
 MZ1455
 MZ1455.The orthometric height was determined by differential leveling
 MZ1455.and adjusted by the National Geodetic Survey in June 1991..
 MZ1455
 MZ1455.The geoid height was determined by GEOID03.
 MZ1455
 MZ1455.The dynamic height is computed by dividing the NAVD 88
 MZ1455.geopotential number by the normal gravity value computed on the
 MZ1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1455.degrees latitude (g = 980.6199 gals.).
 MZ1455
 MZ1455.The modeled gravity was interpolated from observed gravity values.
 MZ1455
 MZ1455;                    North         East    Units  Estimated Accuracy
 MZ1455;SPC CT       -   284,110.      256,580.      MT  (+/- 180 meters Scaled)
 MZ1455
 MZ1455                          SUPERSEDED SURVEY CONTROL
 MZ1455
 MZ1455.No superseded survey control is available for this station.
 MZ1455
 MZ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM380530(NAD 83)
 MZ1455_MARKER: DB = BENCH MARK DISK
 MZ1455_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1455_SP_SET: ROCK OUTCROP
 MZ1455_STAMPING: A 53 1984
 MZ1455_MARK LOGO: NGS   
 MZ1455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1455+STABILITY: POSITION/ELEVATION WELL
 MZ1455
 MZ1455  HISTORY     - Date     Condition        Report By
 MZ1455  HISTORY     - 1984     MONUMENTED       NGS
 MZ1455  HISTORY     - 1984     GOOD             NGS
 MZ1455
 MZ1455                          STATION DESCRIPTION
 MZ1455
 MZ1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1455'1.1 KM (0.7 MI) SW FROM CANAAN.
 MZ1455'1.1 KM (0.7 MI) SOUTHWEST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 MZ1455'U.S. HIGHWAY 44 IN CANAAN TO THE MARK ON THE LEFT, IN TOP OF THE NORTH
 MZ1455'END OF EXPOSED OUTCROP, ON PROPERTY OF THE OLD GEER MEMORIAL HEALTH
 MZ1455'CENTER, NOW THE SHARON CLINIC, 40.23 METERS (132.0 FT) EAST OF THE
 MZ1455'CENTERLINE OF THE HIGHWAY, 7.77 METERS (25.5 FT) SOUTH OF THE CENTER
 MZ1455'OF THE NORTH ENTRANCE DRIVE TO THE CLINIC, 5.49 METERS (18.0 FT)
 MZ1455'NORTH-NORTHEAST OF A 41-CM (16-INCH) MAPLE TREE.
 MZ1455'THE MARK IS 1.37 M ABOVE HIGHWAY.
 MZ1455
 MZ1455                          STATION RECOVERY (1984)
 MZ1455
 MZ1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1856 ***********************************************************************
 LX1856  DESIGNATION -  A 54
 LX1856  PID         -  LX1856
 LX1856  STATE/COUNTY-  CT/FAIRFIELD
 LX1856  USGS QUAD   -  NORWALK SOUTH (1984)
 LX1856
 LX1856                         *CURRENT SURVEY CONTROL
 LX1856  ___________________________________________________________________
 LX1856* NAD 83(1986)-  41 06 18.     (N)    073 25 25.     (W)     SCALED    
 LX1856* NAVD 88     -        28.925  (meters)      94.90   (feet)  ADJUSTED  
 LX1856  ___________________________________________________________________
 LX1856  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX1856  DYNAMIC HT  -          28.916 (meters)      94.87  (feet)  COMP
 LX1856  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 LX1856
 LX1856  VERT ORDER  -  FIRST     CLASS II
 LX1856
 LX1856.The horizontal coordinates were scaled from a topographic map and have
 LX1856.an estimated accuracy of +/- 6 seconds.
 LX1856
 LX1856.The orthometric height was determined by differential leveling
 LX1856.and adjusted by the National Geodetic Survey in June 1991..
 LX1856
 LX1856.The geoid height was determined by GEOID03.
 LX1856
 LX1856.The dynamic height is computed by dividing the NAVD 88
 LX1856.geopotential number by the normal gravity value computed on the
 LX1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1856.degrees latitude (g = 980.6199 gals.).
 LX1856
 LX1856.The modeled gravity was interpolated from observed gravity values.
 LX1856
 LX1856;                    North         East    Units  Estimated Accuracy
 LX1856;SPC CT       -   182,790.      248,220.      MT  (+/- 180 meters Scaled)
 LX1856
 LX1856                          SUPERSEDED SURVEY CONTROL
 LX1856
 LX1856.No superseded survey control is available for this station.
 LX1856
 LX1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL323516(NAD 83)
 LX1856_MARKER: DB = BENCH MARK DISK
 LX1856_SETTING: 66 = SET IN ROCK OUTCROP
 LX1856_SP_SET: ROCK OUTCROP
 LX1856_STAMPING: A 54 1984
 LX1856_MARK LOGO: NGS   
 LX1856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1856+STABILITY: POSITION/ELEVATION WELL
 LX1856
 LX1856  HISTORY     - Date     Condition        Report By
 LX1856  HISTORY     - 1984     MONUMENTED       NGS
 LX1856
 LX1856                          STATION DESCRIPTION
 LX1856
 LX1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1856'IN NORWALK.
 LX1856'IN NORWALK, AT THE INTERSECTION OF REED AND CEDAR STREETS, IN THE
 LX1856'NORTHEAST TANGENT OF THE INTERSECTION IN EXPOSED BEDROCK, 11.12 METERS
 LX1856'(36.5 FT) SOUTHEAST OF THE CENTERLINE OF CEDAR STREET, 16.30 METERS
 LX1856'(53.5 FT) NORTHEAST OF THE CENTERLINE OF REED STREET, 13.60 METERS
 LX1856'(44.6 FT) SOUTH OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARD
 LX1856'RAIL OF THE REED STREET BRIDGE OVER INTERSTATE 95.
 LX1856'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 LX1856'THE MARK IS 0.91 M ABOVE REED STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2007 ***********************************************************************
 LX2007  DESIGNATION -  A 55
 LX2007  PID         -  LX2007
 LX2007  STATE/COUNTY-  CT/LITCHFIELD
 LX2007  USGS QUAD   -  WINSTED (1984)
 LX2007
 LX2007                         *CURRENT SURVEY CONTROL
 LX2007  ___________________________________________________________________
 LX2007* NAD 83(1986)-  41 54 33.     (N)    073 02 42.     (W)     SCALED    
 LX2007* NAVD 88     -       213.323  (meters)     699.88   (feet)  ADJUSTED  
 LX2007  ___________________________________________________________________
 LX2007  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LX2007  DYNAMIC HT  -         213.254 (meters)     699.65  (feet)  COMP
 LX2007  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LX2007
 LX2007  VERT ORDER  -  FIRST     CLASS II
 LX2007
 LX2007.The horizontal coordinates were scaled from a topographic map and have
 LX2007.an estimated accuracy of +/- 6 seconds.
 LX2007
 LX2007.The orthometric height was determined by differential leveling
 LX2007.and adjusted by the National Geodetic Survey in June 1991..
 LX2007
 LX2007.The geoid height was determined by GEOID03.
 LX2007
 LX2007.The dynamic height is computed by dividing the NAVD 88
 LX2007.geopotential number by the normal gravity value computed on the
 LX2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2007.degrees latitude (g = 980.6199 gals.).
 LX2007
 LX2007.The modeled gravity was interpolated from observed gravity values.
 LX2007
 LX2007;                    North         East    Units  Estimated Accuracy
 LX2007;SPC CT       -   271,930.      280,330.      MT  (+/- 180 meters Scaled)
 LX2007
 LX2007                          SUPERSEDED SURVEY CONTROL
 LX2007
 LX2007.No superseded survey control is available for this station.
 LX2007
 LX2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM621415(NAD 83)
 LX2007_MARKER: DB = BENCH MARK DISK
 LX2007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2007_SP_SET: HEADWALL
 LX2007_STAMPING: A 55 1984
 LX2007_MARK LOGO: NGS   
 LX2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2007+STABILITY: SURFACE MOTION
 LX2007
 LX2007  HISTORY     - Date     Condition        Report By
 LX2007  HISTORY     - 1984     MONUMENTED       NGS
 LX2007
 LX2007                          STATION DESCRIPTION
 LX2007
 LX2007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2007'2.6 KM (1.65 MI) ESE FROM WINSTED.
 LX2007'2.6 KM (1.65 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX2007'OFFICE IN WINSTED TO THE MARK ON THE LEFT, IN TOP OF THE EAST END OF
 LX2007'THE SOUTH HEADWALL OF A BOX CULVERT, 10.82 METERS (35.5 FT) NORTH OF
 LX2007'THE CENTERLINE OF THE HIGHWAY, 8.38 METERS (27.5 FT) WEST OF THE WEST
 LX2007'FORK OF A GRAVEL ROAD LEADING NORTH, 4.11 METERS (13.5 FT) NORTHWEST
 LX2007'OF POWER POLE 6147.
 LX2007'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LX2007'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2050 ***********************************************************************
 LX2050  DESIGNATION -  A 56
 LX2050  PID         -  LX2050
 LX2050  STATE/COUNTY-  CT/HARTFORD
 LX2050  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2050
 LX2050                         *CURRENT SURVEY CONTROL
 LX2050  ___________________________________________________________________
 LX2050* NAD 83(1986)-  41 59 02.     (N)    072 38 59.     (W)     SCALED    
 LX2050* NAVD 88     -        57.609  (meters)     189.01   (feet)  ADJUSTED  
 LX2050  ___________________________________________________________________
 LX2050  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2050  DYNAMIC HT  -          57.592 (meters)     188.95  (feet)  COMP
 LX2050  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 LX2050
 LX2050  VERT ORDER  -  FIRST     CLASS II
 LX2050
 LX2050.The horizontal coordinates were scaled from a topographic map and have
 LX2050.an estimated accuracy of +/- 6 seconds.
 LX2050
 LX2050.The orthometric height was determined by differential leveling
 LX2050.and adjusted by the National Geodetic Survey in June 1991..
 LX2050
 LX2050.The geoid height was determined by GEOID03.
 LX2050
 LX2050.The dynamic height is computed by dividing the NAVD 88
 LX2050.geopotential number by the normal gravity value computed on the
 LX2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2050.degrees latitude (g = 980.6199 gals.).
 LX2050
 LX2050.The modeled gravity was interpolated from observed gravity values.
 LX2050
 LX2050;                    North         East    Units  Estimated Accuracy
 LX2050;SPC CT       -   280,190.      313,110.      MT  (+/- 180 meters Scaled)
 LX2050
 LX2050                          SUPERSEDED SURVEY CONTROL
 LX2050
 LX2050.No superseded survey control is available for this station.
 LX2050
 LX2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM946506(NAD 83)
 LX2050_MARKER: DB = BENCH MARK DISK
 LX2050_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX2050_SP_SET: FOUNDATION
 LX2050_STAMPING: A 56 1984
 LX2050_MARK LOGO: NGS   
 LX2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2050+STABILITY: POSITION/ELEVATION WELL
 LX2050
 LX2050  HISTORY     - Date     Condition        Report By
 LX2050  HISTORY     - 1984     MONUMENTED       NGS
 LX2050  HISTORY     - 1984     GOOD             NGS
 LX2050
 LX2050                          STATION DESCRIPTION
 LX2050
 LX2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2050'IN SUFFIELD.
 LX2050'IN SUFFIELD, 0.2 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 75 FROM THE
 LX2050'JUNCTION OF STATE HIGHWAY 168, AT THE SECOND BAPTIST CHURCH, IN THE
 LX2050'FOUNDATION OF THE CHURCH AND AT THE NORTHEAST CORNER, 46.93 METERS
 LX2050'(154.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.45 METER (1.5 FT)
 LX2050'SOUTHWEST OF THE SOUTHWEST CORNER OF THE TOP CONCRETE ENTRANCE STEP OF
 LX2050'THE BASEMENT ENTRANCE, 0.30 METERS (1.0 FT) NORTHEAST CORNER OF THE
 LX2050'CHURCH.
 LX2050'THE MARK IS 0.45 M BELOW ENTRANCE DRIVE.
 LX2050
 LX2050                          STATION RECOVERY (1984)
 LX2050
 LX2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1888 ***********************************************************************
 LX1888  DESIGNATION -  A 57
 LX1888  PID         -  LX1888
 LX1888  STATE/COUNTY-  CT/FAIRFIELD
 LX1888  USGS QUAD   -  BETHEL (1984)
 LX1888
 LX1888                         *CURRENT SURVEY CONTROL
 LX1888  ___________________________________________________________________
 LX1888* NAD 83(1986)-  41 21 23.     (N)    073 28 13.     (W)     SCALED    
 LX1888* NAVD 88     -       139.745  (meters)     458.48   (feet)  ADJUSTED  
 LX1888  ___________________________________________________________________
 LX1888  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1888  DYNAMIC HT  -         139.697 (meters)     458.32  (feet)  COMP
 LX1888  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LX1888
 LX1888  VERT ORDER  -  FIRST     CLASS II
 LX1888
 LX1888.The horizontal coordinates were scaled from a topographic map and have
 LX1888.an estimated accuracy of +/- 6 seconds.
 LX1888
 LX1888.The orthometric height was determined by differential leveling
 LX1888.and adjusted by the National Geodetic Survey in June 1991..
 LX1888
 LX1888.The geoid height was determined by GEOID03.
 LX1888
 LX1888.The dynamic height is computed by dividing the NAVD 88
 LX1888.geopotential number by the normal gravity value computed on the
 LX1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1888.degrees latitude (g = 980.6199 gals.).
 LX1888
 LX1888.The modeled gravity was interpolated from observed gravity values.
 LX1888
 LX1888;                    North         East    Units  Estimated Accuracy
 LX1888;SPC CT       -   210,740.      244,530.      MT  (+/- 180 meters Scaled)
 LX1888
 LX1888                          SUPERSEDED SURVEY CONTROL
 LX1888
 LX1888.No superseded survey control is available for this station.
 LX1888
 LX1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL279794(NAD 83)
 LX1888_MARKER: DB = BENCH MARK DISK
 LX1888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1888_SP_SET: HEADWALL
 LX1888_STAMPING: A 57 1984
 LX1888_MARK LOGO: NGS   
 LX1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1888+STABILITY: SURFACE MOTION
 LX1888
 LX1888  HISTORY     - Date     Condition        Report By
 LX1888  HISTORY     - 1984     MONUMENTED       NGS
 LX1888
 LX1888                          STATION DESCRIPTION
 LX1888
 LX1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1888'3.9 KM (2.45 MI) NE FROM RIDGEFIELD.
 LX1888'3.9 KM (2.45 MI) NORTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1888'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX1888'NORTHEAST END OF A CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY,
 LX1888'5.42 METERS (17.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1888'13.29 METERS (43.6 FT) NORTH-NORTHWEST OF UTILITY POLE 812, 2.59
 LX1888'METERS (8.5 FT) SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST POLE SUPPORTING
 LX1888'A STEEL CABLE GUARD RAIL, 0.22 METER (0.7 FT) SOUTH-SOUTHEAST OF THE
 LX1888'NORTH-NORTHWEST END OF THE HEADWALL.
 LX1888'THE MARK IS 0.55 METERS  NE FROM A WITNESS POST.
 LX1888'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1454 ***********************************************************************
 MZ1454  DESIGNATION -  A 58
 MZ1454  PID         -  MZ1454
 MZ1454  STATE/COUNTY-  CT/LITCHFIELD
 MZ1454  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1454
 MZ1454                         *CURRENT SURVEY CONTROL
 MZ1454  ___________________________________________________________________
 MZ1454* NAD 83(1986)-  42 00 42.     (N)    073 19 52.     (W)     SCALED    
 MZ1454* NAVD 88     -       207.913  (meters)     682.13   (feet)  ADJUSTED  
 MZ1454  ___________________________________________________________________
 MZ1454  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 MZ1454  DYNAMIC HT  -         207.843 (meters)     681.90  (feet)  COMP
 MZ1454  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 MZ1454
 MZ1454  VERT ORDER  -  FIRST     CLASS II
 MZ1454
 MZ1454.The horizontal coordinates were scaled from a topographic map and have
 MZ1454.an estimated accuracy of +/- 6 seconds.
 MZ1454
 MZ1454.The orthometric height was determined by differential leveling
 MZ1454.and adjusted by the National Geodetic Survey in June 1991..
 MZ1454
 MZ1454.The geoid height was determined by GEOID03.
 MZ1454
 MZ1454.The dynamic height is computed by dividing the NAVD 88
 MZ1454.geopotential number by the normal gravity value computed on the
 MZ1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1454.degrees latitude (g = 980.6199 gals.).
 MZ1454
 MZ1454.The modeled gravity was interpolated from observed gravity values.
 MZ1454
 MZ1454;                    North         East    Units  Estimated Accuracy
 MZ1454;SPC CT       -   283,430.      256,660.      MT  (+/- 180 meters Scaled)
 MZ1454
 MZ1454                          SUPERSEDED SURVEY CONTROL
 MZ1454
 MZ1454.No superseded survey control is available for this station.
 MZ1454
 MZ1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM381524(NAD 83)
 MZ1454_MARKER: DB = BENCH MARK DISK
 MZ1454_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1454_SP_SET: ROCK OUTCROP
 MZ1454_STAMPING: A 58 1984
 MZ1454_MARK LOGO: NGS   
 MZ1454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1454+STABILITY: POSITION/ELEVATION WELL
 MZ1454
 MZ1454  HISTORY     - Date     Condition        Report By
 MZ1454  HISTORY     - 1984     MONUMENTED       NGS
 MZ1454
 MZ1454                          STATION DESCRIPTION
 MZ1454
 MZ1454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1454'2.7 KM (1.65 MI) SOUTH FROM CANAAN.
 MZ1454'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 MZ1454'CANAAN, THENCE 1.9 KM (1.2 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 MZ1454'ON THE LEFT, IN TOP OF A SMALL ROCK CUT, 5.49 METERS (18.0 FT)
 MZ1454'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.11 METERS (43.0 FT)
 MZ1454'SOUTHEAST OF UTILITY POLE 65 N 786.
 MZ1454'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 MZ1454'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1961 ***********************************************************************
 LX1961  DESIGNATION -  A 59
 LX1961  PID         -  LX1961
 LX1961  STATE/COUNTY-  CT/LITCHFIELD
 LX1961  USGS QUAD   -  ELLSWORTH (1969)
 LX1961
 LX1961                         *CURRENT SURVEY CONTROL
 LX1961  ___________________________________________________________________
 LX1961* NAD 83(1986)-  41 49 14.     (N)    073 22 32.     (W)     SCALED    
 LX1961* NAVD 88     -       151.374  (meters)     496.63   (feet)  ADJUSTED  
 LX1961  ___________________________________________________________________
 LX1961  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX1961  DYNAMIC HT  -         151.323 (meters)     496.47  (feet)  COMP
 LX1961  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 LX1961
 LX1961  VERT ORDER  -  FIRST     CLASS II
 LX1961
 LX1961.The horizontal coordinates were scaled from a topographic map and have
 LX1961.an estimated accuracy of +/- 6 seconds.
 LX1961
 LX1961.The orthometric height was determined by differential leveling
 LX1961.and adjusted by the National Geodetic Survey in June 1991..
 LX1961
 LX1961.The geoid height was determined by GEOID03.
 LX1961
 LX1961.The dynamic height is computed by dividing the NAVD 88
 LX1961.geopotential number by the normal gravity value computed on the
 LX1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1961.degrees latitude (g = 980.6199 gals.).
 LX1961
 LX1961.The modeled gravity was interpolated from observed gravity values.
 LX1961
 LX1961;                    North         East    Units  Estimated Accuracy
 LX1961;SPC CT       -   262,230.      252,830.      MT  (+/- 180 meters Scaled)
 LX1961
 LX1961                          SUPERSEDED SURVEY CONTROL
 LX1961
 LX1961.No superseded survey control is available for this station.
 LX1961
 LX1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM349311(NAD 83)
 LX1961_MARKER: DB = BENCH MARK DISK
 LX1961_SETTING: 66 = SET IN ROCK OUTCROP
 LX1961_SP_SET: ROCK OUTCROP
 LX1961_STAMPING: A 59 1984
 LX1961_MARK LOGO: NGS   
 LX1961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1961+STABILITY: POSITION/ELEVATION WELL
 LX1961
 LX1961  HISTORY     - Date     Condition        Report By
 LX1961  HISTORY     - 1984     MONUMENTED       NGS
 LX1961  HISTORY     - 1985     GOOD             NGS
 LX1961
 LX1961                          STATION DESCRIPTION
 LX1961
 LX1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1961'0.6 KM (0.35 MI) NORTH FROM CORNWALL BRIDGE.
 LX1961'0.5 KM (0.3 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1961'CORNWALL BRIDGE, THENCE 0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 4 TO
 LX1961'THE MARK ON THE LEFT, SET VERTICALLY IN THE FACE OF A ROCK CUT,
 LX1961'6.86 METERS (22.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX1961'8.53 METERS (28.0 FT) WEST OF THE WEST END OF AN IRON GRATE CATCH
 LX1961'BASIN.
 LX1961'THE MARK IS 0.9 M ABOVE HIGHWAY.
 LX1961
 LX1961                          STATION RECOVERY (1985)
 LX1961
 LX1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1927 ***********************************************************************
 LX1927  DESIGNATION -  A 62
 LX1927  PID         -  LX1927
 LX1927  STATE/COUNTY-  CT/LITCHFIELD
 LX1927  USGS QUAD   -  NEW MILFORD (1984)
 LX1927
 LX1927                         *CURRENT SURVEY CONTROL
 LX1927  ___________________________________________________________________
 LX1927* NAD 83(1986)-  41 36 54.     (N)    073 27 13.     (W)     SCALED    
 LX1927* NAVD 88     -        78.280  (meters)     256.82   (feet)  ADJUSTED  
 LX1927  ___________________________________________________________________
 LX1927  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX1927  DYNAMIC HT  -          78.253 (meters)     256.74  (feet)  COMP
 LX1927  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LX1927
 LX1927  VERT ORDER  -  FIRST     CLASS II
 LX1927
 LX1927.The horizontal coordinates were scaled from a topographic map and have
 LX1927.an estimated accuracy of +/- 6 seconds.
 LX1927
 LX1927.The orthometric height was determined by differential leveling
 LX1927.and adjusted by the National Geodetic Survey in June 1991..
 LX1927
 LX1927.The geoid height was determined by GEOID03.
 LX1927
 LX1927.The dynamic height is computed by dividing the NAVD 88
 LX1927.geopotential number by the normal gravity value computed on the
 LX1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1927.degrees latitude (g = 980.6199 gals.).
 LX1927
 LX1927.The modeled gravity was interpolated from observed gravity values.
 LX1927
 LX1927;                    North         East    Units  Estimated Accuracy
 LX1927;SPC CT       -   239,450.      246,160.      MT  (+/- 180 meters Scaled)
 LX1927
 LX1927                          SUPERSEDED SURVEY CONTROL
 LX1927
 LX1927.No superseded survey control is available for this station.
 LX1927
 LX1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM288081(NAD 83)
 LX1927_MARKER: DB = BENCH MARK DISK
 LX1927_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1927_SP_SET: HEADWALL
 LX1927_STAMPING: A 62 1984
 LX1927_MARK LOGO: NGS   
 LX1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1927+STABILITY: SURFACE MOTION
 LX1927
 LX1927  HISTORY     - Date     Condition        Report By
 LX1927  HISTORY     - 1984     MONUMENTED       NGS
 LX1927
 LX1927                          STATION DESCRIPTION
 LX1927
 LX1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1927'4.6 KM (2.85 MI) SE FROM GAYLORDSVILLE.
 LX1927'4.6 KM (2.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1927'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE RIGHT, IN TOP OF
 LX1927'THE NORTHWEST END OF A COPING STONE HEADWALL FOR A CULVERT UNDER THE
 LX1927'HIGHWAY, 5.49 METERS (18.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX1927'HIGHWAY, 7.07 METERS (23.2 FT) SOUTH-SOUTHEAST OF UTILITY POLE 200.
 LX1927'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 LX1927'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2060 ***********************************************************************
 LX2060  DESIGNATION -  A 63
 LX2060  PID         -  LX2060
 LX2060  STATE/COUNTY-  CT/HARTFORD
 LX2060  USGS QUAD   -  BROAD BROOK (1984)
 LX2060
 LX2060                         *CURRENT SURVEY CONTROL
 LX2060  ___________________________________________________________________
 LX2060* NAD 83(1986)-  41 59 22.     (N)    072 34 32.     (W)     SCALED    
 LX2060* NAVD 88     -        36.463  (meters)     119.63   (feet)  ADJUSTED  
 LX2060  ___________________________________________________________________
 LX2060  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2060  DYNAMIC HT  -          36.452 (meters)     119.59  (feet)  COMP
 LX2060  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 LX2060
 LX2060  VERT ORDER  -  FIRST     CLASS II
 LX2060
 LX2060.The horizontal coordinates were scaled from a topographic map and have
 LX2060.an estimated accuracy of +/- 6 seconds.
 LX2060
 LX2060.The orthometric height was determined by differential leveling
 LX2060.and adjusted by the National Geodetic Survey in June 1991..
 LX2060
 LX2060.The geoid height was determined by GEOID03.
 LX2060
 LX2060.The dynamic height is computed by dividing the NAVD 88
 LX2060.geopotential number by the normal gravity value computed on the
 LX2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2060.degrees latitude (g = 980.6199 gals.).
 LX2060
 LX2060.The modeled gravity was interpolated from observed gravity values.
 LX2060
 LX2060;                    North         East    Units  Estimated Accuracy
 LX2060;SPC CT       -   280,820.      319,260.      MT  (+/- 180 meters Scaled)
 LX2060
 LX2060                          SUPERSEDED SURVEY CONTROL
 LX2060
 LX2060.No superseded survey control is available for this station.
 LX2060
 LX2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM008514(NAD 83)
 LX2060_MARKER: I = METAL ROD
 LX2060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2060_SP_SET: STAINLESS STEEL ROD
 LX2060_STAMPING: A 63 1984
 LX2060_MARK LOGO: NGS   
 LX2060_PROJECTION: FLUSH
 LX2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2060_ROD/PIPE-DEPTH: 17.1 meters
 LX2060
 LX2060  HISTORY     - Date     Condition        Report By
 LX2060  HISTORY     - 1984     MONUMENTED       NGS
 LX2060
 LX2060                          STATION DESCRIPTION
 LX2060
 LX2060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2060'2.1 KM (1.3 MI) EAST FROM THOMPSONVILLE.
 LX2060'2.1 KM (1.3 MI) EAST ALONG STATE HIGHWAY 190 FROM THE EAST END OF THE
 LX2060'BRIDGE OVER THE CONNECTICUT RIVER IN THOMPSONVILLE TO THE MARK ON THE
 LX2060'RIGHT, ACROSS THE HIGHWAY FROM THE CENTRAL BANK, 5.79 METERS (19.0 FT)
 LX2060'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY,
 LX2060'0.94 METER (3.1 FT) EAST OF UTILITY POLE 2580.
 LX2060'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 LX2060'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1723 ***********************************************************************
 LW1723  DESIGNATION -  A 64
 LW1723  PID         -  LW1723
 LW1723  STATE/COUNTY-  CT/NEW LONDON
 LW1723  USGS QUAD   -  JEWETT CITY (1984)
 LW1723
 LW1723                         *CURRENT SURVEY CONTROL
 LW1723  ___________________________________________________________________
 LW1723* NAD 83(1986)-  41 31 22.     (N)    071 58 48.     (W)     SCALED    
 LW1723* NAVD 88     -        43.106  (meters)     141.42   (feet)  ADJUSTED  
 LW1723  ___________________________________________________________________
 LW1723  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1723  DYNAMIC HT  -          43.091 (meters)     141.37  (feet)  COMP
 LW1723  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 LW1723
 LW1723  VERT ORDER  -  FIRST     CLASS II
 LW1723
 LW1723.The horizontal coordinates were scaled from a topographic map and have
 LW1723.an estimated accuracy of +/- 6 seconds.
 LW1723
 LW1723.The orthometric height was determined by differential leveling
 LW1723.and adjusted by the National Geodetic Survey in June 1991..
 LW1723
 LW1723.The geoid height was determined by GEOID03.
 LW1723
 LW1723.The dynamic height is computed by dividing the NAVD 88
 LW1723.geopotential number by the normal gravity value computed on the
 LW1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1723.degrees latitude (g = 980.6199 gals.).
 LW1723
 LW1723.The modeled gravity was interpolated from observed gravity values.
 LW1723
 LW1723;                    North         East    Units  Estimated Accuracy
 LW1723;SPC CT       -   229,260.      369,070.      MT  (+/- 180 meters Scaled)
 LW1723
 LW1723                          SUPERSEDED SURVEY CONTROL
 LW1723
 LW1723.No superseded survey control is available for this station.
 LW1723
 LW1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG513010(NAD 83)
 LW1723_MARKER: DB = BENCH MARK DISK
 LW1723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1723_SP_SET: HEADWALL
 LW1723_STAMPING: A 64 1984
 LW1723_MARK LOGO: NGS   
 LW1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1723+STABILITY: SURFACE MOTION
 LW1723
 LW1723  HISTORY     - Date     Condition        Report By
 LW1723  HISTORY     - 1984     MONUMENTED       NGS
 LW1723  HISTORY     - 19901006 GOOD             USPSQD
 LW1723
 LW1723                          STATION DESCRIPTION
 LW1723
 LW1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1723'1.1 KM (0.7 MI) SOUTH FROM PRESTON CITY.
 LW1723'1.1 KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 164 FROM THE JUNCTION OF
 LW1723'STATE HIGHWAY 165 IN PRESTON CITY TO THE MARK ON THE LEFT, IN TOP OF
 LW1723'THE NORTH END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT,
 LW1723'6.70 METERS (22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 31.08
 LW1723'METERS (102.0 FT) SOUTH OF THE CENTER OF NORTH SHORE ROAD, 13.0 METERS
 LW1723'(43.0 FT) EAST AND ACROSS THE HIGHWAY FROM POWER POLE 2300.
 LW1723'THE MARK IS 2.43 METERS  E FROM A WITNESS POST.
 LW1723'THE MARK IS 0.30 M BELOW HIGHWAY.
 LW1723
 LW1723                          STATION RECOVERY (1990)
 LW1723
 LW1723'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2138 ***********************************************************************
 LX2138  DESIGNATION -  A 65
 LX2138  PID         -  LX2138
 LX2138  STATE/COUNTY-  CT/WINDHAM
 LX2138  USGS QUAD   -  WILLIMANTIC (1984)
 LX2138
 LX2138                         *CURRENT SURVEY CONTROL
 LX2138  ___________________________________________________________________
 LX2138* NAD 83(1986)-  41 39 58.     (N)    072 09 39.     (W)     SCALED    
 LX2138* NAVD 88     -        61.087  (meters)     200.42   (feet)  ADJUSTED  
 LX2138  ___________________________________________________________________
 LX2138  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX2138  DYNAMIC HT  -          61.066 (meters)     200.35  (feet)  COMP
 LX2138  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LX2138
 LX2138  VERT ORDER  -  FIRST     CLASS II
 LX2138
 LX2138.The horizontal coordinates were scaled from a topographic map and have
 LX2138.an estimated accuracy of +/- 6 seconds.
 LX2138
 LX2138.The orthometric height was determined by differential leveling
 LX2138.and adjusted by the National Geodetic Survey in June 1991..
 LX2138
 LX2138.The geoid height was determined by GEOID03.
 LX2138
 LX2138.The dynamic height is computed by dividing the NAVD 88
 LX2138.geopotential number by the normal gravity value computed on the
 LX2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2138.degrees latitude (g = 980.6199 gals.).
 LX2138
 LX2138.The modeled gravity was interpolated from observed gravity values.
 LX2138
 LX2138;                    North         East    Units  Estimated Accuracy
 LX2138;SPC CT       -   245,060.      353,870.      MT  (+/- 180 meters Scaled)
 LX2138
 LX2138                          SUPERSEDED SURVEY CONTROL
 LX2138
 LX2138.No superseded survey control is available for this station.
 LX2138
 LX2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM363166(NAD 83)
 LX2138_MARKER: DB = BENCH MARK DISK
 LX2138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2138_SP_SET: HEADWALL
 LX2138_STAMPING: A 65 1984
 LX2138_MARK LOGO: NGS   
 LX2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2138+STABILITY: SURFACE MOTION
 LX2138
 LX2138  HISTORY     - Date     Condition        Report By
 LX2138  HISTORY     - 1984     MONUMENTED       NGS
 LX2138  HISTORY     - 19961117 GOOD             USPSQD
 LX2138
 LX2138                          STATION DESCRIPTION
 LX2138
 LX2138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2138'3.6 KM (2.25 MI) NORTH FROM NORTH FRANKLIN.
 LX2138'3.6 KM (2.25 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX2138'STATE HIGHWAY 207 IN NORTH FRANKLIN TO THE MARK ON THE RIGHT, IN TOP
 LX2138'OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 LX2138'HIGHWAY, 7.92 METERS (26.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2138'0.40 METER (1.2 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 LX2138'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
 LX2138'THE MARK IS 0.30 M BELOW HIGHWAY.
 LX2138
 LX2138                          STATION RECOVERY (1996)
 LX2138
 LX2138'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2090 ***********************************************************************
 LX2090  DESIGNATION -  A 66
 LX2090  PID         -  LX2090
 LX2090  STATE/COUNTY-  CT/TOLLAND
 LX2090  USGS QUAD   -  WESTFORD (1983)
 LX2090
 LX2090                         *CURRENT SURVEY CONTROL
 LX2090  ___________________________________________________________________
 LX2090* NAD 83(1986)-  41 57 46.     (N)    072 14 16.     (W)     SCALED    
 LX2090* NAVD 88     -       253.400  (meters)     831.36   (feet)  ADJUSTED  
 LX2090  ___________________________________________________________________
 LX2090  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2090  DYNAMIC HT  -         253.319 (meters)     831.10  (feet)  COMP
 LX2090  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LX2090
 LX2090  VERT ORDER  -  FIRST     CLASS II
 LX2090
 LX2090.The horizontal coordinates were scaled from a topographic map and have
 LX2090.an estimated accuracy of +/- 6 seconds.
 LX2090
 LX2090.The orthometric height was determined by differential leveling
 LX2090.and adjusted by the National Geodetic Survey in June 1991..
 LX2090
 LX2090.The geoid height was determined by GEOID03.
 LX2090
 LX2090.The dynamic height is computed by dividing the NAVD 88
 LX2090.geopotential number by the normal gravity value computed on the
 LX2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2090.degrees latitude (g = 980.6199 gals.).
 LX2090
 LX2090.The modeled gravity was interpolated from observed gravity values.
 LX2090
 LX2090;                    North         East    Units  Estimated Accuracy
 LX2090;SPC CT       -   277,960.      347,260.      MT  (+/- 180 meters Scaled)
 LX2090
 LX2090                          SUPERSEDED SURVEY CONTROL
 LX2090
 LX2090.No superseded survey control is available for this station.
 LX2090
 LX2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM289493(NAD 83)
 LX2090_MARKER: DB = BENCH MARK DISK
 LX2090_SETTING: 66 = SET IN ROCK OUTCROP
 LX2090_SP_SET: ROCK OUTCROP
 LX2090_STAMPING: A 66 1984
 LX2090_MARK LOGO: NGS   
 LX2090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2090+STABILITY: POSITION/ELEVATION WELL
 LX2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2090+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 LX2090
 LX2090  HISTORY     - Date     Condition        Report By
 LX2090  HISTORY     - 1984     MONUMENTED       NGS
 LX2090  HISTORY     - 20050517 GOOD             GEOCAC
 LX2090
 LX2090                          STATION DESCRIPTION
 LX2090
 LX2090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2090'6.3 KM (3.9 MI) EAST FROM STAFFORD SPRINGS.
 LX2090'6.3 KM (3.9 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2090'STAFFORD SPRINGS TO THE MARK ON THE RIGHT, AT THE BASE OF A LARGE ROCK
 LX2090'CUT, 10.52 METERS (34.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2090'22.25 METERS (73.0 FT) EAST OF THE CENTER OF MICHELEC ROAD.
 LX2090'THE MARK IS 0.7 M ABOVE HIGHWAY.
 LX2090
 LX2090                          STATION RECOVERY (2005)
 LX2090
 LX2090'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX2090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2203 ***********************************************************************
 LX2203  DESIGNATION -  A 67
 LX2203  PID         -  LX2203
 LX2203  STATE/COUNTY-  CT/MIDDLESEX
 LX2203  USGS QUAD   -  MIDDLETOWN (1992)
 LX2203
 LX2203                         *CURRENT SURVEY CONTROL
 LX2203  ___________________________________________________________________
 LX2203* NAD 83(1986)-  41 36 28.     (N)    072 42 53.     (W)     SCALED    
 LX2203* NAVD 88     -         7.439  (meters)      24.41   (feet)  ADJUSTED  
 LX2203  ___________________________________________________________________
 LX2203  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX2203  DYNAMIC HT  -           7.437 (meters)      24.40  (feet)  COMP
 LX2203  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 LX2203
 LX2203  VERT ORDER  -  FIRST     CLASS II
 LX2203
 LX2203.The horizontal coordinates were scaled from a topographic map and have
 LX2203.an estimated accuracy of +/- 6 seconds.
 LX2203
 LX2203.The orthometric height was determined by differential leveling
 LX2203.and adjusted by the National Geodetic Survey in June 1991..
 LX2203
 LX2203.The geoid height was determined by GEOID03.
 LX2203
 LX2203.The dynamic height is computed by dividing the NAVD 88
 LX2203.geopotential number by the normal gravity value computed on the
 LX2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2203.degrees latitude (g = 980.6199 gals.).
 LX2203
 LX2203.The modeled gravity was interpolated from observed gravity values.
 LX2203
 LX2203;                    North         East    Units  Estimated Accuracy
 LX2203;SPC CT       -   238,410.      307,740.      MT  (+/- 180 meters Scaled)
 LX2203
 LX2203                          SUPERSEDED SURVEY CONTROL
 LX2203
 LX2203.No superseded survey control is available for this station.
 LX2203
 LX2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM904087(NAD 83)
 LX2203_MARKER: DB = BENCH MARK DISK
 LX2203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2203_SP_SET: WINGWALL
 LX2203_STAMPING: A 67 1984
 LX2203_MARK LOGO: NGS   
 LX2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2203+STABILITY: SURFACE MOTION
 LX2203
 LX2203  HISTORY     - Date     Condition        Report By
 LX2203  HISTORY     - 1984     MONUMENTED       NGS
 LX2203
 LX2203                          STATION DESCRIPTION
 LX2203
 LX2203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2203'3.0 KM (1.85 MI) EAST FROM BERLIN.
 LX2203'3.0 KM (1.85 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2203'HIGHWAY 5 IN BERLIN TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST
 LX2203'WINGWALL OF A BRIDGE OVER MATTABESSET RIVER, 5.79 METERS (19.0 FT)
 LX2203'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LX2203'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2179 ***********************************************************************
 LX2179  DESIGNATION -  A 68
 LX2179  PID         -  LX2179
 LX2179  STATE/COUNTY-  CT/HARTFORD
 LX2179  USGS QUAD   -  MANCHESTER (1992)
 LX2179
 LX2179                         *CURRENT SURVEY CONTROL
 LX2179  ___________________________________________________________________
 LX2179* NAD 83(1986)-  41 46 23.     (N)    072 31 48.     (W)     SCALED    
 LX2179* NAVD 88     -        58.277  (meters)     191.20   (feet)  ADJUSTED  
 LX2179  ___________________________________________________________________
 LX2179  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2179  DYNAMIC HT  -          58.258 (meters)     191.13  (feet)  COMP
 LX2179  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 LX2179
 LX2179  VERT ORDER  -  FIRST     CLASS II
 LX2179
 LX2179.The horizontal coordinates were scaled from a topographic map and have
 LX2179.an estimated accuracy of +/- 6 seconds.
 LX2179
 LX2179.The orthometric height was determined by differential leveling
 LX2179.and adjusted by the National Geodetic Survey in June 1991..
 LX2179
 LX2179.The geoid height was determined by GEOID03.
 LX2179
 LX2179.The dynamic height is computed by dividing the NAVD 88
 LX2179.geopotential number by the normal gravity value computed on the
 LX2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2179.degrees latitude (g = 980.6199 gals.).
 LX2179
 LX2179.The modeled gravity was interpolated from observed gravity values.
 LX2179
 LX2179;                    North         East    Units  Estimated Accuracy
 LX2179;SPC CT       -   256,790.      323,090.      MT  (+/- 180 meters Scaled)
 LX2179
 LX2179                          SUPERSEDED SURVEY CONTROL
 LX2179
 LX2179.No superseded survey control is available for this station.
 LX2179
 LX2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM052275(NAD 83)
 LX2179_MARKER: I = METAL ROD
 LX2179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2179_SP_SET: STAINLESS STEEL ROD
 LX2179_STAMPING: A 68 1984
 LX2179_MARK LOGO: NGS   
 LX2179_PROJECTION: FLUSH
 LX2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2179_ROD/PIPE-DEPTH: 27.4 meters
 LX2179
 LX2179  HISTORY     - Date     Condition        Report By
 LX2179  HISTORY     - 1984     MONUMENTED       NGS
 LX2179  HISTORY     - 1986     GOOD             NGS
 LX2179
 LX2179                          STATION DESCRIPTION
 LX2179
 LX2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2179'0.9 KM (0.55 MI) WEST FROM MANCHESTER.
 LX2179'0.9 KM (0.55 MI) WEST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2179'OFFICE IN MANCHESTER TO THE MARK ON THE RIGHT, ON THE PROPERTY OF THE
 LX2179'MANCHESTER LUMBER, INC., 23.62 METERS (77.5 FT) NORTH OF THE
 LX2179'CENTERLINE OF THE HIGHWAY, 25.24 METERS (82.8 FT) SOUTHWEST OF THE
 LX2179'SOUTHWEST CORNER OF THE LUMBER COMPANY BRICK BUILDING, 3.78 METERS
 LX2179'(12.4 FT) EAST OF THE EAST RAIL OF AN ABANDONED RAILROAD TRACK,
 LX2179'0.70 METER (2.3 FT) SOUTH OF UTILITY POLE 302.
 LX2179'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 LX2179'THE MARK IS 6.10 M ABOVE HIGHWAY.
 LX2179
 LX2179                          STATION RECOVERY (1986)
 LX2179
 LX2179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2259 ***********************************************************************
 LX2259  DESIGNATION -  A 69
 LX2259  PID         -  LX2259
 LX2259  STATE/COUNTY-  CT/MIDDLESEX
 LX2259  USGS QUAD   -  ESSEX (1977)
 LX2259
 LX2259                         *CURRENT SURVEY CONTROL
 LX2259  ___________________________________________________________________
 LX2259* NAD 83(1986)-  41 18 19.     (N)    072 22 51.     (W)     SCALED    
 LX2259* NAVD 88     -        14.420  (meters)      47.31   (feet)  ADJUSTED  
 LX2259  ___________________________________________________________________
 LX2259  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX2259  DYNAMIC HT  -          14.415 (meters)      47.29  (feet)  COMP
 LX2259  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LX2259
 LX2259  VERT ORDER  -  FIRST     CLASS II
 LX2259
 LX2259.The horizontal coordinates were scaled from a topographic map and have
 LX2259.an estimated accuracy of +/- 6 seconds.
 LX2259
 LX2259.The orthometric height was determined by differential leveling
 LX2259.and adjusted by the National Geodetic Survey in June 1991..
 LX2259
 LX2259.The geoid height was determined by GEOID03.
 LX2259
 LX2259.The dynamic height is computed by dividing the NAVD 88
 LX2259.geopotential number by the normal gravity value computed on the
 LX2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2259.degrees latitude (g = 980.6199 gals.).
 LX2259
 LX2259.The modeled gravity was interpolated from observed gravity values.
 LX2259
 LX2259;                    North         East    Units  Estimated Accuracy
 LX2259;SPC CT       -   204,880.      335,720.      MT  (+/- 180 meters Scaled)
 LX2259
 LX2259                          SUPERSEDED SURVEY CONTROL
 LX2259
 LX2259.No superseded survey control is available for this station.
 LX2259
 LX2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL192759(NAD 83)
 LX2259_MARKER: DB = BENCH MARK DISK
 LX2259_SETTING: 66 = SET IN ROCK OUTCROP
 LX2259_SP_SET: ROCK OUTCROP
 LX2259_STAMPING: A 69 1984
 LX2259_MARK LOGO: NGS   
 LX2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2259+STABILITY: POSITION/ELEVATION WELL
 LX2259
 LX2259  HISTORY     - Date     Condition        Report By
 LX2259  HISTORY     - 1984     MONUMENTED       NGS
 LX2259  HISTORY     - 1989     GOOD             USPSQD
 LX2259  HISTORY     - 1991     GOOD             USPSQD
 LX2259  HISTORY     - 19940625 GOOD             USPSQD
 LX2259  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX2259  HISTORY     - 19991215 MARK NOT FOUND   USPSQD
 LX2259
 LX2259                          STATION DESCRIPTION
 LX2259
 LX2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2259'0.6 KM (0.4 MI) NORTH FROM OLD SAYBROOK.
 LX2259'0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAY 154 FROM THE HIGHWAY BRIDGE
 LX2259'OVER THE AMTRAK RAILROAD IN OLD SAYBROOK TO THE MARK ON THE LEFT,
 LX2259'11.8 METERS (39.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 7.0
 LX2259'METERS (23.0 FT) EAST OF THE CENTER OF AN ON RAMP TO INTERSTATE 95
 LX2259'SOUTH, 3.9 METERS (13.0 FT) NORTH-NORTHWEST OF POWER POLE 1746.
 LX2259'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2259
 LX2259                          STATION RECOVERY (1989)
 LX2259
 LX2259'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2259'RECOVERED IN GOOD CONDITION.
 LX2259
 LX2259                          STATION RECOVERY (1991)
 LX2259
 LX2259'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2259'RECOVERED IN GOOD CONDITION.
 LX2259
 LX2259                          STATION RECOVERY (1994)
 LX2259
 LX2259'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2259'RECOVERED IN GOOD CONDITION.
 LX2259
 LX2259                          STATION RECOVERY (1997)
 LX2259
 LX2259'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2259'MARK NOT FOUND.
 LX2259
 LX2259                          STATION RECOVERY (1999)
 LX2259
 LX2259'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0155 ***********************************************************************
 LX0155  DESIGNATION -  A 6=BM
 LX0155  PID         -  LX0155
 LX0155  STATE/COUNTY-  CT/NEW LONDON
 LX0155  USGS QUAD   -  NEW LONDON (1984)
 LX0155
 LX0155                         *CURRENT SURVEY CONTROL
 LX0155  ___________________________________________________________________
 LX0155* NAD 83(1986)-  41 21 15.     (N)    072 05 42.     (W)     SCALED    
 LX0155* NAVD 88     -         3.109  (meters)      10.20   (feet)  POSTED    
 LX0155  ___________________________________________________________________
 LX0155  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0155  DYNAMIC HT  -           3.110 (meters)      10.20  (feet)  COMP
 LX0155  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LX0155
 LX0155  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LX0155
 LX0155.The horizontal coordinates were scaled from a topographic map and have
 LX0155.an estimated accuracy of +/- 6 seconds.
 LX0155
 LX0155.The orthometric height was determined by differential leveling
 LX0155.and adjusted by the National Geodetic Survey in 1992..
 LX0155.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LX0155.rate of 4.1 thru 8.0 mm/km.
 LX0155
 LX0155.The geoid height was determined by GEOID03.
 LX0155
 LX0155.The dynamic height is computed by dividing the NAVD 88
 LX0155.geopotential number by the normal gravity value computed on the
 LX0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0155.degrees latitude (g = 980.6199 gals.).
 LX0155
 LX0155.The modeled gravity was interpolated from observed gravity values.
 LX0155
 LX0155;                    North         East    Units  Estimated Accuracy
 LX0155;SPC CT       -   210,450.      359,610.      MT  (+/- 180 meters Scaled)
 LX0155
 LX0155                          SUPERSEDED SURVEY CONTROL
 LX0155
 LX0155.No superseded survey control is available for this station.
 LX0155
 LX0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL430821(NAD 83)
 LX0155_MARKER: DB = BENCH MARK DISK
 LX0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0155_SP_SET: STEP
 LX0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0155
 LX0155  HISTORY     - Date     Condition        Report By
 LX0155  HISTORY     - UNK      MONUMENTED       DOD
 LX0155  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0155  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0155  HISTORY     - 19901219 MARK NOT FOUND   USPSQD
 LX0155
 LX0155                          STATION DESCRIPTION
 LX0155
 LX0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0155'AT NEW LONDON.
 LX0155'AT NEW LONDON, NEW LONDON COUNTY, AT UNION STATION, AT THE
 LX0155'MAIN ENTRANCE ON THE WEST SIDE OF THE BUILDING, ON THE FLAT
 LX0155'PORTION AT THE NORTHEAST END OF THE TOP STONE STEP (THE TOP
 LX0155'STEP IS THE DOORSILL), AND 2.2 FEET ABOVE THE SIDEWALK.  THE
 LX0155'TOP OF THE STEP.
 LX0155
 LX0155                          STATION RECOVERY (1989)
 LX0155
 LX0155'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0155'MARK NOT FOUND.
 LX0155
 LX0155                          STATION RECOVERY (1990)
 LX0155
 LX0155'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0499 ***********************************************************************
 LX0499  DESIGNATION -  A 7
 LX0499  PID         -  LX0499
 LX0499  STATE/COUNTY-  CT/NEW HAVEN
 LX0499  USGS QUAD   -  MERIDEN (1992)
 LX0499
 LX0499                         *CURRENT SURVEY CONTROL
 LX0499  ___________________________________________________________________
 LX0499* NAD 83(1986)-  41 32 00.     (N)    072 48 32.     (W)     SCALED    
 LX0499* NAVD 88     -        44.597  (meters)     146.32   (feet)  POSTED    
 LX0499  ___________________________________________________________________
 LX0499  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX0499  DYNAMIC HT  -          44.580 (meters)     146.26  (feet)  COMP
 LX0499  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 LX0499
 LX0499  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0499
 LX0499.The horizontal coordinates were scaled from a topographic map and have
 LX0499.an estimated accuracy of +/- 6 seconds.
 LX0499
 LX0499.The orthometric height was determined by differential leveling
 LX0499.and adjusted by the National Geodetic Survey in 1992..
 LX0499.No vertical observational check was made to the station.
 LX0499.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0499.was located on a no-check spur therefore a value was not computed.
 LX0499
 LX0499.The geoid height was determined by GEOID03.
 LX0499
 LX0499.The dynamic height is computed by dividing the NAVD 88
 LX0499.geopotential number by the normal gravity value computed on the
 LX0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0499.degrees latitude (g = 980.6199 gals.).
 LX0499
 LX0499.The modeled gravity was interpolated from observed gravity values.
 LX0499
 LX0499;                    North         East    Units  Estimated Accuracy
 LX0499;SPC CT       -   230,140.      299,890.      MT  (+/- 180 meters Scaled)
 LX0499
 LX0499                          SUPERSEDED SURVEY CONTROL
 LX0499
 LX0499  NGVD 29 (??/??/92)   44.886  (m)          147.26   (f) ADJ UNCH    1 2
 LX0499
 LX0499.Superseded values are not recommended for survey control.
 LX0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0499.See file dsdata.txt to determine how the superseded data were derived.
 LX0499
 LX0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM827002(NAD 83)
 LX0499_MARKER: DD = SURVEY DISK
 LX0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0499_SP_SET: PORCH
 LX0499_STAMPING: 147.263 A 7 1923
 LX0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0499
 LX0499  HISTORY     - Date     Condition        Report By
 LX0499  HISTORY     - UNK      MONUMENTED       USGS
 LX0499  HISTORY     - 1967     GOOD             NGS
 LX0499  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0499  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX0499  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0499  HISTORY     - 1987     GOOD             USPSQD
 LX0499
 LX0499                          STATION DESCRIPTION
 LX0499
 LX0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0499'AT MERIDEN.
 LX0499'AT MERIDEN, NEW HAVEN COUNTY, AT THE MERIDEN HOSPITAL, AT THE
 LX0499'REAR OR KING STREET ENTRANCE, AND IN THE NORTHWEST CORNER OF
 LX0499'THE SMALL PORCH AT THE ENTRANCE.  A UNITED STATES GEOLOGICAL
 LX0499'SURVEY STANDARD DISK, STAMPED 147.263 A 7 1923.  NOTE-- IT WAS
 LX0499'REPORTED IN AUGUST 1931 THAT AN IRON RAILING HAS BEEN PUT AROUND
 LX0499'TWO SIDES OF THE PORCH SO THAT A ROD CANNOT BE HELD VERTICALLY
 LX0499'ON THE MARK.
 LX0499
 LX0499                          STATION RECOVERY (1972)
 LX0499
 LX0499'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0499'MARK NOT FOUND.
 LX0499
 LX0499                          STATION RECOVERY (1978)
 LX0499
 LX0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0499'THE MARK HAS BEEN DESTROYED, NEW HOSPITAL HAS BEEN BUILT.
 LX0499
 LX0499                          STATION RECOVERY (1985)
 LX0499
 LX0499'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0499'MARK NOT FOUND.
 LX0499
 LX0499                          STATION RECOVERY (1987)
 LX0499
 LX0499'RECOVERY NOTE BY US POWER SQUADRON 1987 (CH)
 LX0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0500 ***********************************************************************
 LX0500  DESIGNATION -  A 7 RESET
 LX0500  PID         -  LX0500
 LX0500  STATE/COUNTY-  CT/NEW HAVEN
 LX0500  USGS QUAD   -  MERIDEN (1992)
 LX0500
 LX0500                         *CURRENT SURVEY CONTROL
 LX0500  ___________________________________________________________________
 LX0500* NAD 83(1986)-  41 32 00.     (N)    072 48 32.     (W)     SCALED    
 LX0500* NAVD 88     -        38.02   (+/-2cm)     124.7    (feet)  VERTCON   
 LX0500  ___________________________________________________________________
 LX0500  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX0500
 LX0500  VERT ORDER  -  THIRD (See Below)
 LX0500
 LX0500.The horizontal coordinates were scaled from a topographic map and have
 LX0500.an estimated accuracy of +/- 6 seconds.
 LX0500
 LX0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0500.The vertical order pertains to the NGVD 29 superseded value.
 LX0500
 LX0500.The geoid height was determined by GEOID03.
 LX0500
 LX0500;                    North         East    Units  Estimated Accuracy
 LX0500;SPC CT       -   230,140.      299,890.      MT  (+/- 180 meters Scaled)
 LX0500
 LX0500                          SUPERSEDED SURVEY CONTROL
 LX0500
 LX0500  NGVD 29 (01/13/00)   38.31   (m)          125.7    (f) RESET       3  
 LX0500
 LX0500.Superseded values are not recommended for survey control.
 LX0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0500.See file dsdata.txt to determine how the superseded data were derived.
 LX0500
 LX0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM827002(NAD 83)
 LX0500_MARKER: DD = SURVEY DISK
 LX0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0500_SP_SET: PORCH
 LX0500_STAMPING: A 7 RESET 1967
 LX0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0500
 LX0500  HISTORY     - Date     Condition        Report By
 LX0500  HISTORY     - 1967     MONUMENTED       USGS
 LX0500
 LX0500                          STATION DESCRIPTION
 LX0500
 LX0500'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LX0500'AT MERIDEN.
 LX0500'AT MERIDEN, AT THE MERIDEN HOSPITAL, AT THE COOK AVENUE ENTRANCE,
 LX0500'IN THE NORTHWEST CORNER OF THE PORCH ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2881 ***********************************************************************
 LX2881  DESIGNATION -  A 70
 LX2881  PID         -  LX2881
 LX2881  STATE/COUNTY-  CT/WINDHAM
 LX2881  USGS QUAD   -  WILLIMANTIC (1984)
 LX2881
 LX2881                         *CURRENT SURVEY CONTROL
 LX2881  ___________________________________________________________________
 LX2881* NAD 83(1986)-  41 43 11.     (N)    072 11 42.     (W)     SCALED    
 LX2881* NAVD 88     -        50.580  (meters)     165.94   (feet)  ADJUSTED  
 LX2881  ___________________________________________________________________
 LX2881  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX2881  DYNAMIC HT  -          50.562 (meters)     165.89  (feet)  COMP
 LX2881  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 LX2881
 LX2881  VERT ORDER  -  SECOND    CLASS II
 LX2881
 LX2881.The horizontal coordinates were scaled from a topographic map and have
 LX2881.an estimated accuracy of +/- 6 seconds.
 LX2881
 LX2881.The orthometric height was determined by differential leveling
 LX2881.and adjusted by the National Geodetic Survey in June 1991..
 LX2881
 LX2881.The geoid height was determined by GEOID03.
 LX2881
 LX2881.The dynamic height is computed by dividing the NAVD 88
 LX2881.geopotential number by the normal gravity value computed on the
 LX2881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2881.degrees latitude (g = 980.6199 gals.).
 LX2881
 LX2881.The modeled gravity was interpolated from observed gravity values.
 LX2881
 LX2881;                    North         East    Units  Estimated Accuracy
 LX2881;SPC CT       -   250,990.      350,980.      MT  (+/- 180 meters Scaled)
 LX2881
 LX2881                          SUPERSEDED SURVEY CONTROL
 LX2881
 LX2881.No superseded survey control is available for this station.
 LX2881
 LX2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM333224(NAD 83)
 LX2881_MARKER: DB = BENCH MARK DISK
 LX2881_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2881_SP_SET: CONCRETE RETAINING WALL
 LX2881_STAMPING: A 70 1985
 LX2881_MARK LOGO: NGS   
 LX2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2881+STABILITY: SURFACE MOTION
 LX2881
 LX2881  HISTORY     - Date     Condition        Report By
 LX2881  HISTORY     - 1985     MONUMENTED       NGS
 LX2881  HISTORY     - 19961117 GOOD             USPSQD
 LX2881
 LX2881                          STATION DESCRIPTION
 LX2881
 LX2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2881'2.3 KM (1.5 MI) NE FROM WILLIMANTIC.
 LX2881'TO REACH THE STATION FROM THE POST OFFICE IN WILLIMANTIC, GO EAST AND
 LX2881'NORTHEAST ON STATE HIGHWAY 66 FOR 2.3 KM (1.45 MI) TO THE BRIDGE OVER
 LX2881'THE NATCHAUG RIVER AND THE MARK ON THE LEFT ON THE SOUTHEAST BANK,
 LX2881'CEMENTED IN THE WEST END OF THE SOUTH CONCRETE RETAINING WALL OF THE
 LX2881'BRIDGE.  SET INTO A DRILL HOLE IN THE WEST END OF THE SOUTH CONCRETE
 LX2881'RETAINING WALL OF THE BRIDGE.  10.5 METERS (34.5 FT) WEST-NORTHWEST
 LX2881'FROM THE CENTER OF STATE HIGHWAY 66, 5.5 METERS (18.0 FT)
 LX2881'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE RAILING OF THE
 LX2881'BRIDGE, 4.4 METERS (14.5 FT) WEST-NORTHWEST OF POWERLINE POLE NUMBER
 LX2881'638 AND 0.3 METER (1.0 FT) EAST OF THE WEST END OF THE RETAINING WALL.
 LX2881
 LX2881                          STATION RECOVERY (1996)
 LX2881
 LX2881'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2300 ***********************************************************************
 LX2300  DESIGNATION -  A 71
 LX2300  PID         -  LX2300
 LX2300  STATE/COUNTY-  CT/FAIRFIELD
 LX2300  USGS QUAD   -  NORWALK NORTH (1975)
 LX2300
 LX2300                         *CURRENT SURVEY CONTROL
 LX2300  ___________________________________________________________________
 LX2300* NAD 83(1986)-  41 11 43.     (N)    073 25 57.     (W)     SCALED    
 LX2300* NAVD 88     -        63.503  (meters)     208.34   (feet)  ADJUSTED  
 LX2300  ___________________________________________________________________
 LX2300  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX2300  DYNAMIC HT  -          63.481 (meters)     208.27  (feet)  COMP
 LX2300  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LX2300
 LX2300  VERT ORDER  -  FIRST     CLASS II
 LX2300
 LX2300.The horizontal coordinates were scaled from a topographic map and have
 LX2300.an estimated accuracy of +/- 6 seconds.
 LX2300
 LX2300.The orthometric height was determined by differential leveling
 LX2300.and adjusted by the National Geodetic Survey in June 1991..
 LX2300
 LX2300.The geoid height was determined by GEOID03.
 LX2300
 LX2300.The dynamic height is computed by dividing the NAVD 88
 LX2300.geopotential number by the normal gravity value computed on the
 LX2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2300.degrees latitude (g = 980.6199 gals.).
 LX2300
 LX2300.The modeled gravity was interpolated from observed gravity values.
 LX2300
 LX2300;                    North         East    Units  Estimated Accuracy
 LX2300;SPC CT       -   192,820.      247,550.      MT  (+/- 180 meters Scaled)
 LX2300
 LX2300                          SUPERSEDED SURVEY CONTROL
 LX2300
 LX2300.No superseded survey control is available for this station.
 LX2300
 LX2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL314616(NAD 83)
 LX2300_MARKER: DB = BENCH MARK DISK
 LX2300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2300_SP_SET: BRIDGE ABUTMENT
 LX2300_STAMPING: A 71 1985
 LX2300_MARK LOGO: NGS   
 LX2300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2300
 LX2300  HISTORY     - Date     Condition        Report By
 LX2300  HISTORY     - 1985     MONUMENTED       NGS
 LX2300
 LX2300                          STATION DESCRIPTION
 LX2300
 LX2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2300'IN WILTON.
 LX2300'IN WILTON, IN THE SOUTHWEST END OF THE STATE HIGHWAY 33 BRIDGE OVER
 LX2300'THE NORWALK RIVER AND PENN CENTRAL RAILROAD, 6.3 METERS (20.7 FT)
 LX2300'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.24 METER (0.8 FT) WEST OF
 LX2300'THE WEST END OF A STEEL GUARD RAIL.
 LX2300'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2265 ***********************************************************************
 LX2265  DESIGNATION -  A 72
 LX2265  PID         -  LX2265
 LX2265  STATE/COUNTY-  CT/FAIRFIELD
 LX2265  USGS QUAD   -  GLENVILLE (1971)
 LX2265
 LX2265                         *CURRENT SURVEY CONTROL
 LX2265  ___________________________________________________________________
 LX2265* NAD 83(1986)-  41 02 40.     (N)    073 40 12.     (W)     SCALED    
 LX2265* NAVD 88     -        68.719  (meters)     225.46   (feet)  ADJUSTED  
 LX2265  ___________________________________________________________________
 LX2265  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX2265  DYNAMIC HT  -          68.695 (meters)     225.38  (feet)  COMP
 LX2265  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 LX2265
 LX2265  VERT ORDER  -  FIRST     CLASS II
 LX2265
 LX2265.The horizontal coordinates were scaled from a topographic map and have
 LX2265.an estimated accuracy of +/- 6 seconds.
 LX2265
 LX2265.The orthometric height was determined by differential leveling
 LX2265.and adjusted by the National Geodetic Survey in June 1991..
 LX2265
 LX2265.The geoid height was determined by GEOID03.
 LX2265
 LX2265.The dynamic height is computed by dividing the NAVD 88
 LX2265.geopotential number by the normal gravity value computed on the
 LX2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2265.degrees latitude (g = 980.6199 gals.).
 LX2265
 LX2265.The modeled gravity was interpolated from observed gravity values.
 LX2265
 LX2265;                    North         East    Units  Estimated Accuracy
 LX2265;SPC CT       -   176,260.      227,450.      MT  (+/- 180 meters Scaled)
 LX2265
 LX2265                          SUPERSEDED SURVEY CONTROL
 LX2265
 LX2265.No superseded survey control is available for this station.
 LX2265
 LX2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL117445(NAD 83)
 LX2265_MARKER: DB = BENCH MARK DISK
 LX2265_SETTING: 66 = SET IN ROCK OUTCROP
 LX2265_SP_SET: ROCK OUTCROP
 LX2265_STAMPING: A 72 1985
 LX2265_MARK LOGO: NGS   
 LX2265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2265+STABILITY: POSITION/ELEVATION WELL
 LX2265
 LX2265  HISTORY     - Date     Condition        Report By
 LX2265  HISTORY     - 1985     MONUMENTED       NGS
 LX2265
 LX2265                          STATION DESCRIPTION
 LX2265
 LX2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2265'1.9 KM (1.2 MI) SSE FROM RIVERSVILLE.
 LX2265'1.9 KM (1.2 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 15 (MERRITT
 LX2265'PARKWAY) FROM THE OVERPASS FOR RIVERSVILLE ROAD IN RIVERSVILLE TO THE
 LX2265'MARK ON THE LEFT, 1.5 KM (0.95 MI) SOUTHEAST OF A TOLL GATE, 2.74
 LX2265'METERS (9.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY.
 LX2265'THE MARK IS 0.32 METERS  NNW FROM  A WITNESS POST
 LX2265'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3157 ***********************************************************************
 LX3157  DESIGNATION -  A 727
 LX3157  PID         -  LX3157
 LX3157  STATE/COUNTY-  CT/HARTFORD
 LX3157  USGS QUAD   -  MIDDLETOWN (1992)
 LX3157
 LX3157                         *CURRENT SURVEY CONTROL
 LX3157  ___________________________________________________________________
 LX3157* NAD 83(1986)-  41 37 11.     (N)    072 44 30.     (W)     SCALED    
 LX3157* NAVD 88     -        22.685  (meters)      74.43   (feet)  ADJUSTED  
 LX3157  ___________________________________________________________________
 LX3157  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX3157  DYNAMIC HT  -          22.678 (meters)      74.40  (feet)  COMP
 LX3157  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX3157
 LX3157  VERT ORDER  -  FIRST     CLASS II
 LX3157
 LX3157.The horizontal coordinates were scaled from a topographic map and have
 LX3157.an estimated accuracy of +/- 6 seconds.
 LX3157
 LX3157.The orthometric height was determined by differential leveling
 LX3157.and adjusted by the National Geodetic Survey in June 1991..
 LX3157
 LX3157.The geoid height was determined by GEOID03.
 LX3157
 LX3157.The dynamic height is computed by dividing the NAVD 88
 LX3157.geopotential number by the normal gravity value computed on the
 LX3157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3157.degrees latitude (g = 980.6199 gals.).
 LX3157
 LX3157.The modeled gravity was interpolated from observed gravity values.
 LX3157
 LX3157;                    North         East    Units  Estimated Accuracy
 LX3157;SPC CT       -   239,740.      305,500.      MT  (+/- 180 meters Scaled)
 LX3157
 LX3157                          SUPERSEDED SURVEY CONTROL
 LX3157
 LX3157.No superseded survey control is available for this station.
 LX3157
 LX3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM881100(NAD 83)
 LX3157_MARKER: DD = SURVEY DISK
 LX3157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3157_SP_SET: CONCRETE POST
 LX3157_STAMPING: A 727
 LX3157_MARK LOGO: CTDT  
 LX3157_PROJECTION: FLUSH
 LX3157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3157+STABILITY: SURFACE MOTION
 LX3157
 LX3157  HISTORY     - Date     Condition        Report By
 LX3157  HISTORY     - UNK      MONUMENTED       CTDT
 LX3157  HISTORY     - 1986     GOOD             NGS
 LX3157
 LX3157                          STATION DESCRIPTION
 LX3157
 LX3157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3157'0.6 KM (0.35 MI) SOUTH FROM BERLIN.
 LX3157'0.6 KM (0.35 MI) SOUTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3157'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE LEFT
 LX3157'ACROSS HIGHWAY FROM A FIRE HYDRANT.  IT IS 7.3 METERS (24.0 FT) EAST
 LX3157'OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 5 AND STATE
 LX3157'HIGHWAY 15 AND 15.4 METERS (50.7 FT) SOUTH OF THE CENTER OF A CATCH
 LX3157'BASIN.
 LX3157'THE MARK IS 0.18 METERS  S FROM  A WITNESS POST
 LX3157'THE MARK IS 0.30 M ABOVE HIGHWAYS 5 AND 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2310 ***********************************************************************
 LX2310  DESIGNATION -  A 73
 LX2310  PID         -  LX2310
 LX2310  STATE/COUNTY-  CT/FAIRFIELD
 LX2310  USGS QUAD   -  BETHEL (1984)
 LX2310
 LX2310                         *CURRENT SURVEY CONTROL
 LX2310  ___________________________________________________________________
 LX2310* NAD 83(1986)-  41 18 07.     (N)    073 23 06.     (W)     SCALED    
 LX2310* NAVD 88     -       180.873  (meters)     593.41   (feet)  ADJUSTED  
 LX2310  ___________________________________________________________________
 LX2310  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2310  DYNAMIC HT  -         180.812 (meters)     593.21  (feet)  COMP
 LX2310  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX2310
 LX2310  VERT ORDER  -  FIRST     CLASS II
 LX2310
 LX2310.The horizontal coordinates were scaled from a topographic map and have
 LX2310.an estimated accuracy of +/- 6 seconds.
 LX2310
 LX2310.The orthometric height was determined by differential leveling
 LX2310.and adjusted by the National Geodetic Survey in June 1991..
 LX2310
 LX2310.The geoid height was determined by GEOID03.
 LX2310
 LX2310.The dynamic height is computed by dividing the NAVD 88
 LX2310.geopotential number by the normal gravity value computed on the
 LX2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2310.degrees latitude (g = 980.6199 gals.).
 LX2310
 LX2310.The modeled gravity was interpolated from observed gravity values.
 LX2310
 LX2310;                    North         East    Units  Estimated Accuracy
 LX2310;SPC CT       -   204,640.      251,620.      MT  (+/- 180 meters Scaled)
 LX2310
 LX2310                          SUPERSEDED SURVEY CONTROL
 LX2310
 LX2310.No superseded survey control is available for this station.
 LX2310
 LX2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL352735(NAD 83)
 LX2310_MARKER: DB = BENCH MARK DISK
 LX2310_SETTING: 66 = SET IN ROCK OUTCROP
 LX2310_SP_SET: ROCK OUTCROP
 LX2310_STAMPING: A 73 1985
 LX2310_MARK LOGO: NGS   
 LX2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2310+STABILITY: POSITION/ELEVATION WELL
 LX2310
 LX2310  HISTORY     - Date     Condition        Report By
 LX2310  HISTORY     - 1985     MONUMENTED       NGS
 LX2310
 LX2310                          STATION DESCRIPTION
 LX2310
 LX2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2310'3.3 KM (2.05 MI) SW FROM REDDING RIDGE.
 LX2310'3.0 KM (1.95 MI) SOUTHWEST ALONG CROSS HIGHWAY FROM THE JUNCTION OF
 LX2310'STATE HIGHWAY 58 IN REDDING RIDGE, THENCE 0.2 KM (0.1 MI) SOUTHWEST
 LX2310'ALONG STATE HIGHWAY 107 TO THE MARK ON THE LEFT, 5.7 METERS (19.0 FT)
 LX2310'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.7 METERS (62.5 FT)
 LX2310'NORTHEAST OF THE CENTER OF SHADY LANE.
 LX2310'THE MARK IS 0.61 METERS  NNW FROM  A WITNESS POST
 LX2310'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2332 ***********************************************************************
 LX2332  DESIGNATION -  A 74
 LX2332  PID         -  LX2332
 LX2332  STATE/COUNTY-  CT/FAIRFIELD
 LX2332  USGS QUAD   -  LONG HILL (1984)
 LX2332
 LX2332                         *CURRENT SURVEY CONTROL
 LX2332  ___________________________________________________________________
 LX2332* NAD 83(1986)-  41 16 43.     (N)    073 13 43.     (W)     SCALED    
 LX2332* NAVD 88     -       110.608  (meters)     362.89   (feet)  ADJUSTED  
 LX2332  ___________________________________________________________________
 LX2332  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2332  DYNAMIC HT  -         110.571 (meters)     362.76  (feet)  COMP
 LX2332  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 LX2332
 LX2332  VERT ORDER  -  FIRST     CLASS II
 LX2332
 LX2332.The horizontal coordinates were scaled from a topographic map and have
 LX2332.an estimated accuracy of +/- 6 seconds.
 LX2332
 LX2332.The orthometric height was determined by differential leveling
 LX2332.and adjusted by the National Geodetic Survey in June 1991..
 LX2332
 LX2332.The geoid height was determined by GEOID03.
 LX2332
 LX2332.The dynamic height is computed by dividing the NAVD 88
 LX2332.geopotential number by the normal gravity value computed on the
 LX2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2332.degrees latitude (g = 980.6199 gals.).
 LX2332
 LX2332.The modeled gravity was interpolated from observed gravity values.
 LX2332
 LX2332;                    North         East    Units  Estimated Accuracy
 LX2332;SPC CT       -   201,960.      264,700.      MT  (+/- 180 meters Scaled)
 LX2332
 LX2332                          SUPERSEDED SURVEY CONTROL
 LX2332
 LX2332.No superseded survey control is available for this station.
 LX2332
 LX2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL483711(NAD 83)
 LX2332_MARKER: DB = BENCH MARK DISK
 LX2332_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2332_SP_SET: HEADWALL OF CULVERT
 LX2332_STAMPING: A 74 1985
 LX2332_MARK LOGO: NGS   
 LX2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2332+STABILITY: SURFACE MOTION
 LX2332
 LX2332  HISTORY     - Date     Condition        Report By
 LX2332  HISTORY     - 1985     MONUMENTED       NGS
 LX2332
 LX2332                          STATION DESCRIPTION
 LX2332
 LX2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2332'2.6 KM (1.6 MI) NW FROM TRUMBULL.
 LX2332'2.6 KM (1.6 MI) NORTHWEST ALONG STATE HIGHWAY 111 FROM THE JUNCTION OF
 LX2332'STATE HIGHWAY 127 IN TRUMBULL TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2332'NORTHWEST HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, ACROSS THE
 LX2332'HIGHWAY FROM THE KIMBERLY INN, ALSO 1.1 KM (0.7 MI) SOUTHEAST ALONG
 LX2332'STATE HIGHWAY 111 FROM THE JUNCITON OF STATE HIGHWAY 25 IN TRUMBULL,
 LX2332'5.12 METERS (16.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 4.33
 LX2332'METERS (14.2 FT) SOUTH-SOUTHEAST OF UTILITY BRACE POLE 295S, 0.24
 LX2332'METER (0.8 FT) SOUTH OF THE NORTHWEST END OF THE HEADWALL.
 LX2332'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2441 ***********************************************************************
 LX2441  DESIGNATION -  A 75
 LX2441  PID         -  LX2441
 LX2441  STATE/COUNTY-  CT/LITCHFIELD
 LX2441  USGS QUAD   -  WINSTED (1984)
 LX2441
 LX2441                         *CURRENT SURVEY CONTROL
 LX2441  ___________________________________________________________________
 LX2441* NAD 83(1986)-  41 55 01.     (N)    073 03 47.     (W)     SCALED    
 LX2441* NAVD 88     -       217.152  (meters)     712.44   (feet)  ADJUSTED  
 LX2441  ___________________________________________________________________
 LX2441  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX2441  DYNAMIC HT  -         217.083 (meters)     712.21  (feet)  COMP
 LX2441  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 LX2441
 LX2441  VERT ORDER  -  FIRST     CLASS II
 LX2441
 LX2441.The horizontal coordinates were scaled from a topographic map and have
 LX2441.an estimated accuracy of +/- 6 seconds.
 LX2441
 LX2441.The orthometric height was determined by differential leveling
 LX2441.and adjusted by the National Geodetic Survey in June 1991..
 LX2441
 LX2441.The geoid height was determined by GEOID03.
 LX2441
 LX2441.The dynamic height is computed by dividing the NAVD 88
 LX2441.geopotential number by the normal gravity value computed on the
 LX2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2441.degrees latitude (g = 980.6199 gals.).
 LX2441
 LX2441.The modeled gravity was interpolated from observed gravity values.
 LX2441
 LX2441;                    North         East    Units  Estimated Accuracy
 LX2441;SPC CT       -   272,800.      278,830.      MT  (+/- 180 meters Scaled)
 LX2441
 LX2441                          SUPERSEDED SURVEY CONTROL
 LX2441
 LX2441.No superseded survey control is available for this station.
 LX2441
 LX2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM606423(NAD 83)
 LX2441_MARKER: DB = BENCH MARK DISK
 LX2441_SETTING: 66 = SET IN ROCK OUTCROP
 LX2441_SP_SET: ROCK OUTCROP
 LX2441_STAMPING: A 75 1985
 LX2441_MARK LOGO: NGS   
 LX2441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2441+STABILITY: POSITION/ELEVATION WELL
 LX2441
 LX2441  HISTORY     - Date     Condition        Report By
 LX2441  HISTORY     - 1985     MONUMENTED       NGS
 LX2441
 LX2441                          STATION DESCRIPTION
 LX2441
 LX2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2441'0.5 KM (0.3 MI) SOUTH FROM WINSTED.
 LX2441'0.5 KM (0.3 MI) SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCTION OF U.S.
 LX2441'HIGHWAY 44 IN WINSTED TO THE MARK ON THE LEFT, IN A ROCK OUTCROP NEAR
 LX2441'THE SOUTH END OF A CONCRETE RETAINING WALL ON THE EAST SIDE OF THE
 LX2441'HIGHWAY, 7.83 METERS (25.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2441'15.08 METERS (49.5 FT) EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM
 LX2441'POWER POLE 2157, 8.22 METERS (27.0 FT) NORTH OF THE SOUTH END OF THE
 LX2441'RETAINING WALL, 0.30 METER (1.0 FT) WEST OF THE WEST FACE OF THE
 LX2441'RETAINING WALL.
 LX2441'THE MARK IS 0.18 METERS  S FROM  A WITNESS POST
 LX2441'THE MARK IS 1.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2673 ***********************************************************************
 LX2673  DESIGNATION -  A 76
 LX2673  PID         -  LX2673
 LX2673  STATE/COUNTY-  CT/LITCHFIELD
 LX2673  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2673
 LX2673                         *CURRENT SURVEY CONTROL
 LX2673  ___________________________________________________________________
 LX2673* NAD 83(1986)-  41 49 48.     (N)    073 14 37.     (W)     SCALED    
 LX2673* NAVD 88     -       382.854  (meters)    1256.08   (feet)  ADJUSTED  
 LX2673  ___________________________________________________________________
 LX2673  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2673  DYNAMIC HT  -         382.713 (meters)    1255.62  (feet)  COMP
 LX2673  MODELED GRAV-     980,241.7   (mgal)                       NAVD 88
 LX2673
 LX2673  VERT ORDER  -  FIRST     CLASS II
 LX2673
 LX2673.The horizontal coordinates were scaled from a topographic map and have
 LX2673.an estimated accuracy of +/- 6 seconds.
 LX2673
 LX2673.The orthometric height was determined by differential leveling
 LX2673.and adjusted by the National Geodetic Survey in June 1991..
 LX2673
 LX2673.The geoid height was determined by GEOID03.
 LX2673
 LX2673.The dynamic height is computed by dividing the NAVD 88
 LX2673.geopotential number by the normal gravity value computed on the
 LX2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2673.degrees latitude (g = 980.6199 gals.).
 LX2673
 LX2673.The modeled gravity was interpolated from observed gravity values.
 LX2673
 LX2673;                    North         East    Units  Estimated Accuracy
 LX2673;SPC CT       -   263,210.      263,800.      MT  (+/- 180 meters Scaled)
 LX2673
 LX2673                          SUPERSEDED SURVEY CONTROL
 LX2673
 LX2673.No superseded survey control is available for this station.
 LX2673
 LX2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM458323(NAD 83)
 LX2673_MARKER: DB = BENCH MARK DISK
 LX2673_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2673_SP_SET: CONCRETE FOUNDATION
 LX2673_STAMPING: A 76 1985
 LX2673_MARK LOGO: NGS   
 LX2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2673+STABILITY: SURFACE MOTION
 LX2673
 LX2673  HISTORY     - Date     Condition        Report By
 LX2673  HISTORY     - 1985     MONUMENTED       NGS
 LX2673
 LX2673                          STATION DESCRIPTION
 LX2673
 LX2673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2673'1.4 KM (0.9 MI) WNW FROM GOSHEN.
 LX2673'1.4 KM (0.9 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 LX2673'OF STATE HIGHWAY 63 IN GOSHEN TO THE MARK ON THE LEFT, AT THE GOSHEN
 LX2673'FIRE DEPARTMENT, IN TOP OF THE SOUTH END OF THE FOUNDATION OF THE MOST
 LX2673'SOUTHERN ONE OF THREE ENGINE HOUSE DOORS, 31.39 METERS (103.0 FT)
 LX2673'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13.41 METERS (44.0 FT) NORTH
 LX2673'OF THE SOUTHEAST CORNER OF THE BUILDING, 8.53 METERS (28.0 FT) SOUTH
 LX2673'OF THE NORTHEAST CORNER OF THE BUILDING.
 LX2673'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2531 ***********************************************************************
 LX2531  DESIGNATION -  A 77
 LX2531  PID         -  LX2531
 LX2531  STATE/COUNTY-  CT/FAIRFIELD
 LX2531  USGS QUAD   -  MILFORD (1984)
 LX2531
 LX2531                         *CURRENT SURVEY CONTROL
 LX2531  ___________________________________________________________________
 LX2531* NAD 83(1986)-  41 12 37.     (N)    073 07 09.     (W)     SCALED    
 LX2531* NAVD 88     -         4.726  (meters)      15.51   (feet)  ADJUSTED  
 LX2531  ___________________________________________________________________
 LX2531  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX2531  DYNAMIC HT  -           4.725 (meters)      15.50  (feet)  COMP
 LX2531  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 LX2531
 LX2531  VERT ORDER  -  FIRST     CLASS II
 LX2531
 LX2531.The horizontal coordinates were scaled from a topographic map and have
 LX2531.an estimated accuracy of +/- 6 seconds.
 LX2531
 LX2531.The orthometric height was determined by differential leveling
 LX2531.and adjusted by the National Geodetic Survey in June 1991..
 LX2531
 LX2531.The geoid height was determined by GEOID03.
 LX2531
 LX2531.The dynamic height is computed by dividing the NAVD 88
 LX2531.geopotential number by the normal gravity value computed on the
 LX2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2531.degrees latitude (g = 980.6199 gals.).
 LX2531
 LX2531.The modeled gravity was interpolated from observed gravity values.
 LX2531
 LX2531;                    North         East    Units  Estimated Accuracy
 LX2531;SPC CT       -   194,330.      273,840.      MT  (+/- 180 meters Scaled)
 LX2531
 LX2531                          SUPERSEDED SURVEY CONTROL
 LX2531
 LX2531.No superseded survey control is available for this station.
 LX2531
 LX2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL576638(NAD 83)
 LX2531_MARKER: DB = BENCH MARK DISK
 LX2531_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2531_SP_SET: WINGWALL
 LX2531_STAMPING: A 77 1985
 LX2531_MARK LOGO: NGS   
 LX2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2531+STABILITY: SURFACE MOTION
 LX2531
 LX2531  HISTORY     - Date     Condition        Report By
 LX2531  HISTORY     - 1985     MONUMENTED       NGS
 LX2531  HISTORY     - 19950821 GOOD             USPSQD
 LX2531
 LX2531                          STATION DESCRIPTION
 LX2531
 LX2531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2531'1.2 KM (0.75 MI) NORTH FROM STRATFORD.
 LX2531'1.2 KM (0.75 MI) NORTH ALONG STATE HIGHWAY 110 FROM THE OVERPASS OF
 LX2531'INTERSTATE 95 IN STRATFORD TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2531'NORTHEAST WINGWALL OF A LARGE CULVERT UNDER THE HIGHWAY, 8.23 METERS
 LX2531'(27.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.01 METERS (3.3 FT)
 LX2531'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 LX2531'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2531
 LX2531                          STATION RECOVERY (1995)
 LX2531
 LX2531'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2480 ***********************************************************************
 LX2480  DESIGNATION -  A 78
 LX2480  PID         -  LX2480
 LX2480  STATE/COUNTY-  CT/LITCHFIELD
 LX2480  USGS QUAD   -  WATERBURY (1984)
 LX2480
 LX2480                         *CURRENT SURVEY CONTROL
 LX2480  ___________________________________________________________________
 LX2480* NAD 83(1986)-  41 36 55.     (N)    073 03 26.     (W)     SCALED    
 LX2480* NAVD 88     -        95.926  (meters)     314.72   (feet)  ADJUSTED  
 LX2480  ___________________________________________________________________
 LX2480  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2480  DYNAMIC HT  -          95.895 (meters)     314.62  (feet)  COMP
 LX2480  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 LX2480
 LX2480  VERT ORDER  -  FIRST     CLASS II
 LX2480
 LX2480.The horizontal coordinates were scaled from a topographic map and have
 LX2480.an estimated accuracy of +/- 6 seconds.
 LX2480
 LX2480.The orthometric height was determined by differential leveling
 LX2480.and adjusted by the National Geodetic Survey in June 1991..
 LX2480
 LX2480.The geoid height was determined by GEOID03.
 LX2480
 LX2480.The dynamic height is computed by dividing the NAVD 88
 LX2480.geopotential number by the normal gravity value computed on the
 LX2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2480.degrees latitude (g = 980.6199 gals.).
 LX2480
 LX2480.The modeled gravity was interpolated from observed gravity values.
 LX2480
 LX2480;                    North         East    Units  Estimated Accuracy
 LX2480;SPC CT       -   239,290.      279,200.      MT  (+/- 180 meters Scaled)
 LX2480
 LX2480                          SUPERSEDED SURVEY CONTROL
 LX2480
 LX2480.No superseded survey control is available for this station.
 LX2480
 LX2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM618088(NAD 83)
 LX2480_MARKER: DB = BENCH MARK DISK
 LX2480_SETTING: 66 = SET IN ROCK OUTCROP
 LX2480_SP_SET: ROCK CUT
 LX2480_STAMPING: A 78 1985
 LX2480_MARK LOGO: NGS   
 LX2480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2480+STABILITY: POSITION/ELEVATION WELL
 LX2480
 LX2480  HISTORY     - Date     Condition        Report By
 LX2480  HISTORY     - 1985     MONUMENTED       NGS
 LX2480
 LX2480                          STATION DESCRIPTION
 LX2480
 LX2480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2480'3.7 KM (2.3 MI) NORTH FROM WATERVILLE.
 LX2480'2.8 KM (1.75 MI) NORTH ALONG THOMASTON AVENUE FROM THE JUNCTION OF
 LX2480'HOMER STREET IN WATERVILLE, THENCE 0.9 KM (0.55 MI) NORTH ALONG STATE
 LX2480'HIGHWAY 262 TO THE MARK ON THE RIGHT, AT THE FROST BRIDGE OVER THE
 LX2480'NAUGATUCK RIVER, 4.88 METERS (16.0 FT) EAST OF THE CENTERLINE OF THE
 LX2480'HIGHWAY, 15.85 METERS (52.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF
 LX2480'THE BRIDGE, 13.14 METERS (43.1 FT) NORTH OF UTILITY POLE 1229.
 LX2480'THE MARK IS 0.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2601 ***********************************************************************
 LX2601  DESIGNATION -  A 79
 LX2601  PID         -  LX2601
 LX2601  STATE/COUNTY-  CT/LITCHFIELD
 LX2601  USGS QUAD   -  KENT (1971)
 LX2601
 LX2601                         *CURRENT SURVEY CONTROL
 LX2601  ___________________________________________________________________
 LX2601* NAD 83(1986)-  41 37 58.     (N)    073 23 32.     (W)     SCALED    
 LX2601* NAVD 88     -       110.745  (meters)     363.34   (feet)  ADJUSTED  
 LX2601  ___________________________________________________________________
 LX2601  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX2601  DYNAMIC HT  -         110.708 (meters)     363.21  (feet)  COMP
 LX2601  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 LX2601
 LX2601  VERT ORDER  -  FIRST     CLASS II
 LX2601
 LX2601.The horizontal coordinates were scaled from a topographic map and have
 LX2601.an estimated accuracy of +/- 6 seconds.
 LX2601
 LX2601.The orthometric height was determined by differential leveling
 LX2601.and adjusted by the National Geodetic Survey in June 1991..
 LX2601
 LX2601.The geoid height was determined by GEOID03.
 LX2601
 LX2601.The dynamic height is computed by dividing the NAVD 88
 LX2601.geopotential number by the normal gravity value computed on the
 LX2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2601.degrees latitude (g = 980.6199 gals.).
 LX2601
 LX2601.The modeled gravity was interpolated from observed gravity values.
 LX2601
 LX2601;                    North         East    Units  Estimated Accuracy
 LX2601;SPC CT       -   241,390.      251,290.      MT  (+/- 180 meters Scaled)
 LX2601
 LX2601                          SUPERSEDED SURVEY CONTROL
 LX2601
 LX2601.No superseded survey control is available for this station.
 LX2601
 LX2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM339102(NAD 83)
 LX2601_MARKER: DB = BENCH MARK DISK
 LX2601_SETTING: 66 = SET IN ROCK OUTCROP
 LX2601_SP_SET: ROCK OUTCROP
 LX2601_STAMPING: A 79 1985
 LX2601_MARK LOGO: NGS   
 LX2601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2601+STABILITY: POSITION/ELEVATION WELL
 LX2601
 LX2601  HISTORY     - Date     Condition        Report By
 LX2601  HISTORY     - 1985     MONUMENTED       NGS
 LX2601  HISTORY     - 19910831 GOOD             USPSQD
 LX2601
 LX2601                          STATION DESCRIPTION
 LX2601
 LX2601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2601'6.5 KM (4.05 MI) NORTH FROM NEW MILFORD.
 LX2601'6.5 KM (4.05 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2601'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE LEFT, 7.5 METERS
 LX2601'(24.7 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13.5 METERS
 LX2601'(44.4 FT) SOUTH OF THE SOUTHWEST CORNER OF MCGRATH REALTY BUILDING,
 LX2601'3.0 METERS (10.0 FT) NORTH OF POWER POLE NUMBER 180.
 LX2601'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2601
 LX2601                          STATION RECOVERY (1991)
 LX2601
 LX2601'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0542 ***********************************************************************
 LX0542  DESIGNATION -  A 8
 LX0542  PID         -  LX0542
 LX0542  STATE/COUNTY-  CT/HARTFORD
 LX0542  USGS QUAD   -  BRISTOL (1984)
 LX0542
 LX0542                         *CURRENT SURVEY CONTROL
 LX0542  ___________________________________________________________________
 LX0542* NAD 83(1986)-  41 40 21.     (N)    072 53 42.     (W)     SCALED    
 LX0542* NAVD 88     -        61.068  (meters)     200.35   (feet)  POSTED    
 LX0542  ___________________________________________________________________
 LX0542  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX0542  DYNAMIC HT  -          61.050 (meters)     200.29  (feet)  COMP
 LX0542  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 LX0542
 LX0542  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0542
 LX0542.The horizontal coordinates were scaled from a topographic map and have
 LX0542.an estimated accuracy of +/- 6 seconds.
 LX0542
 LX0542.The orthometric height was determined by differential leveling
 LX0542.and adjusted by the National Geodetic Survey in 1992..
 LX0542.No vertical observational check was made to the station.
 LX0542.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0542.was located on a no-check spur therefore a value was not computed.
 LX0542
 LX0542.The geoid height was determined by GEOID03.
 LX0542
 LX0542.The dynamic height is computed by dividing the NAVD 88
 LX0542.geopotential number by the normal gravity value computed on the
 LX0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0542.degrees latitude (g = 980.6199 gals.).
 LX0542
 LX0542.The modeled gravity was interpolated from observed gravity values.
 LX0542
 LX0542;                    North         East    Units  Estimated Accuracy
 LX0542;SPC CT       -   245,610.      292,730.      MT  (+/- 180 meters Scaled)
 LX0542
 LX0542                          SUPERSEDED SURVEY CONTROL
 LX0542
 LX0542  NGVD 29 (??/??/92)   61.337  (m)          201.24   (f) ADJ UNCH    1 2
 LX0542
 LX0542.Superseded values are not recommended for survey control.
 LX0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0542.See file dsdata.txt to determine how the superseded data were derived.
 LX0542
 LX0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM752155(NAD 83)
 LX0542_MARKER: DB = BENCH MARK DISK
 LX0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0542_SP_SET: WINDOW LEDGE
 LX0542_STAMPING: 201.236 FT
 LX0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0542
 LX0542  HISTORY     - Date     Condition        Report By
 LX0542  HISTORY     - UNK      MONUMENTED       CGS
 LX0542  HISTORY     - 1923     GOOD             NGS
 LX0542  HISTORY     - 1934     GOOD             LOCSUR
 LX0542  HISTORY     - 1985     GOOD             USPSQD
 LX0542
 LX0542                          STATION DESCRIPTION
 LX0542
 LX0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0542'AT FORESTVILLE.
 LX0542'AT FORESTVILLE, HARTFORD COUNTY, AT THE SESSIONS CLOCK FACTORY,
 LX0542'70 FT E OF THE MAIN OFFICE ENTRANCE, IN THE FOURTH GRANITE
 LX0542'WINDOW LEDGE FROM THE W END OF THE S WALL.  A STANDARD DISK,
 LX0542'201.236 FT.
 LX0542
 LX0542                          STATION RECOVERY (1934)
 LX0542
 LX0542'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0542'RECOVERED IN GOOD CONDITION.
 LX0542
 LX0542                          STATION RECOVERY (1985)
 LX0542
 LX0542'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0542'IN FORESTVILLE, FROM THE INTERSECTION OF CENTRAL AND EAST MAIN STREET
 LX0542'(RTE 72) 0.15 MILES EAST TO GT GRAPHICS, GO 26 PACES FROM MAIN
 LX0542'ENTRANCE EASTERLY, 10 INCHES ABOVE SIDE WALK, HORIZONIALLY CEMENTED
 LX0542'INTO GRANITE LEDGE OF OLD FACTORY BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2567 ***********************************************************************
 LX2567  DESIGNATION -  A 80
 LX2567  PID         -  LX2567
 LX2567  STATE/COUNTY-  CT/LITCHFIELD
 LX2567  USGS QUAD   -  ROXBURY (1984)
 LX2567
 LX2567                         *CURRENT SURVEY CONTROL
 LX2567  ___________________________________________________________________
 LX2567* NAD 83(1986)-  41 36 46.     (N)    073 17 26.     (W)     SCALED    
 LX2567* NAVD 88     -       294.205  (meters)     965.24   (feet)  ADJUSTED  
 LX2567  ___________________________________________________________________
 LX2567  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2567  DYNAMIC HT  -         294.104 (meters)     964.91  (feet)  COMP
 LX2567  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX2567
 LX2567  VERT ORDER  -  FIRST     CLASS II
 LX2567
 LX2567.The horizontal coordinates were scaled from a topographic map and have
 LX2567.an estimated accuracy of +/- 6 seconds.
 LX2567
 LX2567.The orthometric height was determined by differential leveling
 LX2567.and adjusted by the National Geodetic Survey in June 1991..
 LX2567
 LX2567.The geoid height was determined by GEOID03.
 LX2567
 LX2567.The dynamic height is computed by dividing the NAVD 88
 LX2567.geopotential number by the normal gravity value computed on the
 LX2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2567.degrees latitude (g = 980.6199 gals.).
 LX2567
 LX2567.The modeled gravity was interpolated from observed gravity values.
 LX2567
 LX2567;                    North         East    Units  Estimated Accuracy
 LX2567;SPC CT       -   239,110.      259,750.      MT  (+/- 180 meters Scaled)
 LX2567
 LX2567                          SUPERSEDED SURVEY CONTROL
 LX2567
 LX2567.No superseded survey control is available for this station.
 LX2567
 LX2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM424081(NAD 83)
 LX2567_MARKER: I = METAL ROD
 LX2567_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2567+WITH SETTING: INFORMATION.
 LX2567_SP_SET: SHALLOW-SET METAL ROD
 LX2567_STAMPING: A 80 1985
 LX2567_MARK LOGO: NGS   
 LX2567_PROJECTION: FLUSH
 LX2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2567_ROD/PIPE-DEPTH: 2.0  meters
 LX2567
 LX2567  HISTORY     - Date     Condition        Report By
 LX2567  HISTORY     - 1985     MONUMENTED       NGS
 LX2567
 LX2567                          STATION DESCRIPTION
 LX2567
 LX2567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2567'4.0 KM (2.5 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2567'4.0 KM (2.5 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2567'WASHINGTON DEPOT TO THE MARK ON THE LEFT, 7.7 METERS (25.5 FT) EAST OF
 LX2567'TEH CENTERLINE OF THE HIGHWAY, 12.1 METERS (40.0 FT) SOUTH OF THE
 LX2567'EXTENDED CENTER OF A ROAD LEADING WEST, 1.6 METERS (5.5 FT) WEST OF A
 LX2567'ROCK WALL, 0.60 METER (2.0 FT) SOUTH OF POWER POLE 792. NOTE--SEVERAL
 LX2567'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 LX2567'2.0 METERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2567'CAP.
 LX2567'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2389 ***********************************************************************
 LX2389  DESIGNATION -  A 81
 LX2389  PID         -  LX2389
 LX2389  STATE/COUNTY-  CT/NEW HAVEN
 LX2389  USGS QUAD   -  SOUTHBURY (1984)
 LX2389
 LX2389                         *CURRENT SURVEY CONTROL
 LX2389  ___________________________________________________________________
 LX2389* NAD 83(1986)-  41 27 48.     (N)    073 13 33.     (W)     SCALED    
 LX2389* NAVD 88     -        70.951  (meters)     232.78   (feet)  ADJUSTED  
 LX2389  ___________________________________________________________________
 LX2389  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2389  DYNAMIC HT  -          70.927 (meters)     232.70  (feet)  COMP
 LX2389  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 LX2389
 LX2389  VERT ORDER  -  FIRST     CLASS II
 LX2389
 LX2389.The horizontal coordinates were scaled from a topographic map and have
 LX2389.an estimated accuracy of +/- 6 seconds.
 LX2389
 LX2389.The orthometric height was determined by differential leveling
 LX2389.and adjusted by the National Geodetic Survey in June 1991..
 LX2389
 LX2389.The geoid height was determined by GEOID03.
 LX2389
 LX2389.The dynamic height is computed by dividing the NAVD 88
 LX2389.geopotential number by the normal gravity value computed on the
 LX2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2389.degrees latitude (g = 980.6199 gals.).
 LX2389
 LX2389.The modeled gravity was interpolated from observed gravity values.
 LX2389
 LX2389;                    North         East    Units  Estimated Accuracy
 LX2389;SPC CT       -   222,480.      265,050.      MT  (+/- 180 meters Scaled)
 LX2389
 LX2389                          SUPERSEDED SURVEY CONTROL
 LX2389
 LX2389.No superseded survey control is available for this station.
 LX2389
 LX2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL481917(NAD 83)
 LX2389_MARKER: DB = BENCH MARK DISK
 LX2389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2389_SP_SET: HEADWALL
 LX2389_STAMPING: A 81 1985
 LX2389_MARK LOGO: NGS   
 LX2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2389+STABILITY: SURFACE MOTION
 LX2389
 LX2389  HISTORY     - Date     Condition        Report By
 LX2389  HISTORY     - 1985     MONUMENTED       NGS
 LX2389
 LX2389                          STATION DESCRIPTION
 LX2389
 LX2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2389'5.7 KM (3.55 MI) SW FROM SOUTHBURY.
 LX2389'5.7 KM (3.55 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL
 LX2389'ROAD OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2389'NORTHEAST END OF A CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY
 LX2389'IN THE MEDIAN OF INTERSTATE 84, 0.4 KM (0.25 MI) NORTHEAST ALONG
 LX2389'INTERSTATE 84 FROM EXIT 14, 8.66 METERS (28.4 FT) SOUTH-SOUTHEAST OF
 LX2389'THE EDGE OF THE HIGHWAY, 1.74 METERS (5.7 FT) NORTHEAST OF THE
 LX2389'SOUTHWEST END OF THE HEADWALL.
 LX2389'THE MARK IS 0.18 METERS  SW FROM  A WITNESS POST
 LX2389'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2876 ***********************************************************************
 LX2876  DESIGNATION -  A 82
 LX2876  PID         -  LX2876
 LX2876  STATE/COUNTY-  CT/MIDDLESEX
 LX2876  USGS QUAD   -  DURHAM (1984)
 LX2876
 LX2876                         *CURRENT SURVEY CONTROL
 LX2876  ___________________________________________________________________
 LX2876* NAD 83(1986)-  41 26 13.     (N)    072 43 22.     (W)     SCALED    
 LX2876* NAVD 88     -        98.333  (meters)     322.61   (feet)  ADJUSTED  
 LX2876  ___________________________________________________________________
 LX2876  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2876  DYNAMIC HT  -          98.300 (meters)     322.51  (feet)  COMP
 LX2876  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX2876
 LX2876  VERT ORDER  -  FIRST     CLASS II
 LX2876
 LX2876.The horizontal coordinates were scaled from a topographic map and have
 LX2876.an estimated accuracy of +/- 6 seconds.
 LX2876
 LX2876.The orthometric height was determined by differential leveling
 LX2876.and adjusted by the National Geodetic Survey in June 1991..
 LX2876
 LX2876.The geoid height was determined by GEOID03.
 LX2876
 LX2876.The dynamic height is computed by dividing the NAVD 88
 LX2876.geopotential number by the normal gravity value computed on the
 LX2876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2876.degrees latitude (g = 980.6199 gals.).
 LX2876
 LX2876.The modeled gravity was interpolated from observed gravity values.
 LX2876
 LX2876;                    North         East    Units  Estimated Accuracy
 LX2876;SPC CT       -   219,440.      307,080.      MT  (+/- 180 meters Scaled)
 LX2876
 LX2876                          SUPERSEDED SURVEY CONTROL
 LX2876
 LX2876.No superseded survey control is available for this station.
 LX2876
 LX2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL902897(NAD 83)
 LX2876_MARKER: DB = BENCH MARK DISK
 LX2876_SETTING: 66 = SET IN ROCK OUTCROP
 LX2876_SP_SET: ROCK OUTCROP
 LX2876_STAMPING: A 82 1985
 LX2876_MARK LOGO: NGS   
 LX2876_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2876+STABILITY: POSITION/ELEVATION WELL
 LX2876
 LX2876  HISTORY     - Date     Condition        Report By
 LX2876  HISTORY     - 1985     MONUMENTED       NGS
 LX2876
 LX2876                          STATION DESCRIPTION
 LX2876
 LX2876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2876'6.7 KM (4.15 MI) SW FROM DURHAM.
 LX2876'6.7 KM (4.15 MI) SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2876'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE RIGHT, 24.38 METERS
 LX2876'(80.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.94 METERS (16.2
 LX2876'FT) EAST OF THE CENTER OF A PAVED ROAD, 0.61 METER (2.0 FT) EAST OF
 LX2876'THE WEST EDGE OF THE ROCK OUTCROP.
 LX2876'THE MARK IS 2.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2782 ***********************************************************************
 LX2782  DESIGNATION -  A 83
 LX2782  PID         -  LX2782
 LX2782  STATE/COUNTY-  CT/HARTFORD
 LX2782  USGS QUAD   -  NEW BRITAIN (1992)
 LX2782
 LX2782                         *CURRENT SURVEY CONTROL
 LX2782  ___________________________________________________________________
 LX2782* NAD 83(1986)-  41 42 18.     (N)    072 49 14.     (W)     SCALED    
 LX2782* NAVD 88     -       116.817  (meters)     383.26   (feet)  ADJUSTED  
 LX2782  ___________________________________________________________________
 LX2782  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2782  DYNAMIC HT  -         116.782 (meters)     383.14  (feet)  COMP
 LX2782  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 LX2782
 LX2782  VERT ORDER  -  FIRST     CLASS II
 LX2782
 LX2782.The horizontal coordinates were scaled from a topographic map and have
 LX2782.an estimated accuracy of +/- 6 seconds.
 LX2782
 LX2782.The orthometric height was determined by differential leveling
 LX2782.and adjusted by the National Geodetic Survey in June 1991..
 LX2782
 LX2782.The geoid height was determined by GEOID03.
 LX2782
 LX2782.The dynamic height is computed by dividing the NAVD 88
 LX2782.geopotential number by the normal gravity value computed on the
 LX2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2782.degrees latitude (g = 980.6199 gals.).
 LX2782
 LX2782.The modeled gravity was interpolated from observed gravity values.
 LX2782
 LX2782;                    North         East    Units  Estimated Accuracy
 LX2782;SPC CT       -   249,210.      298,930.      MT  (+/- 180 meters Scaled)
 LX2782
 LX2782                          SUPERSEDED SURVEY CONTROL
 LX2782
 LX2782.No superseded survey control is available for this station.
 LX2782
 LX2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM813193(NAD 83)
 LX2782_MARKER: DB = BENCH MARK DISK
 LX2782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2782_SP_SET: HEADWALL
 LX2782_STAMPING: A 83 1985
 LX2782_MARK LOGO: NGS   
 LX2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2782+STABILITY: SURFACE MOTION
 LX2782
 LX2782  HISTORY     - Date     Condition        Report By
 LX2782  HISTORY     - 1985     MONUMENTED       NGS
 LX2782
 LX2782                          STATION DESCRIPTION
 LX2782
 LX2782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2782'2.3 KM (1.45 MI) NE FROM FARMINGTON.
 LX2782'2.3 KM (1.45 MI) NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE OVERPASS OVER
 LX2782'STATE HIGHWAY 10 IN FARMINGTON TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2782'SOUTHWEST END OF A CONCRETE HEADWALL FOR A PIPE CULVERT UNDER THE
 LX2782'HIGHWAY, 9.63 METERS (31.6 FT) NORTHWEST OF THE CENTER LINE OF THE
 LX2782'WESTBOUND OF THE HIGHWAY, 4.11 METERS (13.5 FT) NORTHWEST OF A STEEL
 LX2782'CABLE GUARDRAIL, 0.21 METER (0.7 FT) NORTHEAST OF THE SOUTHWEST END OF
 LX2782'THE HEADWALL.
 LX2782'THE MARK IS 3.29 METERS  NW FROM  A WITNESS POST
 LX2782'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2532 ***********************************************************************
 LX2532  DESIGNATION -  A 84
 LX2532  PID         -  LX2532
 LX2532  STATE/COUNTY-  CT/LITCHFIELD
 LX2532  USGS QUAD   -  ELLSWORTH (1969)
 LX2532
 LX2532                         *CURRENT SURVEY CONTROL
 LX2532  ___________________________________________________________________
 LX2532* NAD 83(1986)-  41 48 10.     (N)    073 22 49.     (W)     SCALED    
 LX2532* NAVD 88     -       205.053  (meters)     672.74   (feet)  ADJUSTED  
 LX2532  ___________________________________________________________________
 LX2532  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX2532  DYNAMIC HT  -         204.983 (meters)     672.52  (feet)  COMP
 LX2532  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX2532
 LX2532  VERT ORDER  -  FIRST     CLASS II
 LX2532
 LX2532.The horizontal coordinates were scaled from a topographic map and have
 LX2532.an estimated accuracy of +/- 6 seconds.
 LX2532
 LX2532.The orthometric height was determined by differential leveling
 LX2532.and adjusted by the National Geodetic Survey in June 1991..
 LX2532
 LX2532.The geoid height was determined by GEOID03.
 LX2532
 LX2532.The dynamic height is computed by dividing the NAVD 88
 LX2532.geopotential number by the normal gravity value computed on the
 LX2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2532.degrees latitude (g = 980.6199 gals.).
 LX2532
 LX2532.The modeled gravity was interpolated from observed gravity values.
 LX2532
 LX2532;                    North         East    Units  Estimated Accuracy
 LX2532;SPC CT       -   260,260.      252,420.      MT  (+/- 180 meters Scaled)
 LX2532
 LX2532                          SUPERSEDED SURVEY CONTROL
 LX2532
 LX2532.No superseded survey control is available for this station.
 LX2532
 LX2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM345291(NAD 83)
 LX2532_MARKER: DB = BENCH MARK DISK
 LX2532_SETTING: 66 = SET IN ROCK OUTCROP
 LX2532_SP_SET: ROCK LEDGE
 LX2532_STAMPING: A 84 1985
 LX2532_MARK LOGO: NGS   
 LX2532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2532+STABILITY: POSITION/ELEVATION WELL
 LX2532
 LX2532  HISTORY     - Date     Condition        Report By
 LX2532  HISTORY     - 1985     MONUMENTED       NGS
 LX2532
 LX2532                          STATION DESCRIPTION
 LX2532
 LX2532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2532'7.4 KM (4.6 MI) NORTH FROM WARREN.
 LX2532'7.4 KM (4.6 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2532'WARREN TO THE MARK ON THE RIGHT, 6.7 METERS (22.0 FT) NORTHEAST OF THE
 LX2532'CENTERLINE OF THE HIGHWAY.
 LX2532'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 LX2532'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2943 ***********************************************************************
 LX2943  DESIGNATION -  A 85
 LX2943  PID         -  LX2943
 LX2943  STATE/COUNTY-  CT/TOLLAND
 LX2943  USGS QUAD   -  ROCKVILLE (1984)
 LX2943
 LX2943                         *CURRENT SURVEY CONTROL
 LX2943  ___________________________________________________________________
 LX2943* NAD 83(1986)-  41 52 25.     (N)    072 27 47.     (W)     SCALED    
 LX2943* NAVD 88     -        74.330  (meters)     243.86   (feet)  ADJUSTED  
 LX2943  ___________________________________________________________________
 LX2943  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2943  DYNAMIC HT  -          74.307 (meters)     243.79  (feet)  COMP
 LX2943  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 LX2943
 LX2943  VERT ORDER  -  FIRST     CLASS II
 LX2943
 LX2943.The horizontal coordinates were scaled from a topographic map and have
 LX2943.an estimated accuracy of +/- 6 seconds.
 LX2943
 LX2943.The orthometric height was determined by differential leveling
 LX2943.and adjusted by the National Geodetic Survey in June 1991..
 LX2943
 LX2943.The geoid height was determined by GEOID03.
 LX2943
 LX2943.The dynamic height is computed by dividing the NAVD 88
 LX2943.geopotential number by the normal gravity value computed on the
 LX2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2943.degrees latitude (g = 980.6199 gals.).
 LX2943
 LX2943.The modeled gravity was interpolated from observed gravity values.
 LX2943
 LX2943;                    North         East    Units  Estimated Accuracy
 LX2943;SPC CT       -   267,970.      328,620.      MT  (+/- 180 meters Scaled)
 LX2943
 LX2943                          SUPERSEDED SURVEY CONTROL
 LX2943
 LX2943.No superseded survey control is available for this station.
 LX2943
 LX2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM105388(NAD 83)
 LX2943_MARKER: I = METAL ROD
 LX2943_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2943_SP_SET: STAINLESS STEEL ROD
 LX2943_STAMPING: A 85 1986
 LX2943_MARK LOGO: NGS   
 LX2943_PROJECTION: FLUSH
 LX2943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2943_ROD/PIPE-DEPTH: 6.09 meters
 LX2943
 LX2943  HISTORY     - Date     Condition        Report By
 LX2943  HISTORY     - 1986     MONUMENTED       NGS
 LX2943  HISTORY     - 19950826 GOOD             USPSQD
 LX2943
 LX2943                          STATION DESCRIPTION
 LX2943
 LX2943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2943'2.6 KM (1.6 MI) SOUTH FROM ELLINGTON.
 LX2943'2.60 KM (1.6 MI) SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2943'STATE HIGHWAY 286 IN ELLINGTON TO THE MARK ON THE LEFT.  ALSO 0.56 KM
 LX2943'(0.35 MI) NORTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF STATE
 LX2943'HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE RIGHT.
 LX2943'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2943'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2943
 LX2943                          STATION RECOVERY (1995)
 LX2943
 LX2943'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2908 ***********************************************************************
 LX2908  DESIGNATION -  A 86
 LX2908  PID         -  LX2908
 LX2908  STATE/COUNTY-  CT/TOLLAND
 LX2908  USGS QUAD   -  ROCKVILLE (1984)
 LX2908
 LX2908                         *CURRENT SURVEY CONTROL
 LX2908  ___________________________________________________________________
 LX2908* NAD 83(1986)-  41 52 05.     (N)    072 26 00.     (W)     SCALED    
 LX2908* NAVD 88     -       145.990  (meters)     478.97   (feet)  ADJUSTED  
 LX2908  ___________________________________________________________________
 LX2908  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2908  DYNAMIC HT  -         145.941 (meters)     478.81  (feet)  COMP
 LX2908  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 LX2908
 LX2908  VERT ORDER  -  FIRST     CLASS II
 LX2908
 LX2908.The horizontal coordinates were scaled from a topographic map and have
 LX2908.an estimated accuracy of +/- 6 seconds.
 LX2908
 LX2908.The orthometric height was determined by differential leveling
 LX2908.and adjusted by the National Geodetic Survey in June 1991..
 LX2908
 LX2908.The geoid height was determined by GEOID03.
 LX2908
 LX2908.The dynamic height is computed by dividing the NAVD 88
 LX2908.geopotential number by the normal gravity value computed on the
 LX2908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2908.degrees latitude (g = 980.6199 gals.).
 LX2908
 LX2908.The modeled gravity was interpolated from observed gravity values.
 LX2908
 LX2908;                    North         East    Units  Estimated Accuracy
 LX2908;SPC CT       -   267,370.      331,090.      MT  (+/- 180 meters Scaled)
 LX2908
 LX2908                          SUPERSEDED SURVEY CONTROL
 LX2908
 LX2908.No superseded survey control is available for this station.
 LX2908
 LX2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM130383(NAD 83)
 LX2908_MARKER: DB = BENCH MARK DISK
 LX2908_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2908_SP_SET: WINGWALL
 LX2908_STAMPING: A 86 1986
 LX2908_MARK LOGO: NGS   
 LX2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2908+STABILITY: SURFACE MOTION
 LX2908
 LX2908  HISTORY     - Date     Condition        Report By
 LX2908  HISTORY     - 1986     MONUMENTED       NGS
 LX2908
 LX2908                          STATION DESCRIPTION
 LX2908
 LX2908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2908'2.3 KM (1.4 MI) EAST FROM ROCKVILLE.
 LX2908'2.3 KM (1.4 MI) EAST ALONG STATE HIGHWAY 74 FROM THE VERNON ROCKVILLE
 LX2908'POST OFFICE IN ROCKVILLE TO THE MARK ON THE RIGHT.  IT IS 8.75 METERS
 LX2908'(28.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 22.86 METERS (75.0
 LX2908'FT) WEST OF SNET POLE NO. 40 AND 3.17 METERS (10.4 FT) SOUTH OF SNET
 LX2908'POLE NO. 39 WITH A TRANSFORMER.
 LX2908'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2954 ***********************************************************************
 LX2954  DESIGNATION -  A 87
 LX2954  PID         -  LX2954
 LX2954  STATE/COUNTY-  CT/TOLLAND
 LX2954  USGS QUAD   -  ROCKVILLE (1984)
 LX2954
 LX2954                         *CURRENT SURVEY CONTROL
 LX2954  ___________________________________________________________________
 LX2954* NAD 83(1986)-  41 47 36.     (N)    072 26 18.     (W)     SCALED    
 LX2954* NAVD 88     -       202.876  (meters)     665.60   (feet)  ADJUSTED  
 LX2954  ___________________________________________________________________
 LX2954  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2954  DYNAMIC HT  -         202.808 (meters)     665.38  (feet)  COMP
 LX2954  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX2954
 LX2954  VERT ORDER  -  FIRST     CLASS II
 LX2954
 LX2954.The horizontal coordinates were scaled from a topographic map and have
 LX2954.an estimated accuracy of +/- 6 seconds.
 LX2954
 LX2954.The orthometric height was determined by differential leveling
 LX2954.and adjusted by the National Geodetic Survey in June 1991..
 LX2954
 LX2954.The geoid height was determined by GEOID03.
 LX2954
 LX2954.The dynamic height is computed by dividing the NAVD 88
 LX2954.geopotential number by the normal gravity value computed on the
 LX2954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2954.degrees latitude (g = 980.6199 gals.).
 LX2954
 LX2954.The modeled gravity was interpolated from observed gravity values.
 LX2954
 LX2954;                    North         East    Units  Estimated Accuracy
 LX2954;SPC CT       -   259,070.      330,710.      MT  (+/- 180 meters Scaled)
 LX2954
 LX2954                          SUPERSEDED SURVEY CONTROL
 LX2954
 LX2954.No superseded survey control is available for this station.
 LX2954
 LX2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM128300(NAD 83)
 LX2954_MARKER: DB = BENCH MARK DISK
 LX2954_SETTING: 66 = SET IN ROCK OUTCROP
 LX2954_SP_SET: ROCK OUTCROP
 LX2954_STAMPING: A 87 1986
 LX2954_MARK LOGO: NGS   
 LX2954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2954+STABILITY: POSITION/ELEVATION WELL
 LX2954
 LX2954  HISTORY     - Date     Condition        Report By
 LX2954  HISTORY     - 1986     MONUMENTED       NGS
 LX2954
 LX2954                          STATION DESCRIPTION
 LX2954
 LX2954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2954'0.5 KM (0.3 MI) EAST FROM BOLTON.
 LX2954'0.5 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2954'BOLTON TO THE MARK ON THE LEFT IN THE LOWER PORTION OF A LONG ROCK
 LX2954'CUT.  IT IS 8.84 METERS (29.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2954'HIGHWAY, 24.69 METERS (81.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX2954'ROCK CUT AND 22.71 METERS (74.5 FT) NORTH OF AND ACROSS THE HIGHWAY
 LX2954'FROM UTILITY POLE NO. 148.
 LX2954'THE MARK IS 0.22 METERS  SW FROM  A WITNESS POST
 LX2954'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1780 ***********************************************************************
 LW1780  DESIGNATION -  A 88
 LW1780  PID         -  LW1780
 LW1780  STATE/COUNTY-  CT/WINDHAM
 LW1780  USGS QUAD   -  PUTNAM (1970)
 LW1780
 LW1780                         *CURRENT SURVEY CONTROL
 LW1780  ___________________________________________________________________
 LW1780* NAD 83(1986)-  41 54 22.     (N)    071 55 12.     (W)     SCALED    
 LW1780* NAVD 88     -       134.020  (meters)     439.70   (feet)  ADJUSTED  
 LW1780  ___________________________________________________________________
 LW1780  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LW1780  DYNAMIC HT  -         133.976 (meters)     439.55  (feet)  COMP
 LW1780  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 LW1780
 LW1780  VERT ORDER  -  FIRST     CLASS II
 LW1780
 LW1780.The horizontal coordinates were scaled from a topographic map and have
 LW1780.an estimated accuracy of +/- 6 seconds.
 LW1780
 LW1780.The orthometric height was determined by differential leveling
 LW1780.and adjusted by the National Geodetic Survey in June 1991..
 LW1780
 LW1780.The geoid height was determined by GEOID03.
 LW1780
 LW1780.The dynamic height is computed by dividing the NAVD 88
 LW1780.geopotential number by the normal gravity value computed on the
 LW1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1780.degrees latitude (g = 980.6199 gals.).
 LW1780
 LW1780.The modeled gravity was interpolated from observed gravity values.
 LW1780
 LW1780;                    North         East    Units  Estimated Accuracy
 LW1780;SPC CT       -   271,880.      373,670.      MT  (+/- 180 meters Scaled)
 LW1780
 LW1780                          SUPERSEDED SURVEY CONTROL
 LW1780
 LW1780.No superseded survey control is available for this station.
 LW1780
 LW1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG578434(NAD 83)
 LW1780_MARKER: DB = BENCH MARK DISK
 LW1780_SETTING: 66 = SET IN ROCK OUTCROP
 LW1780_SP_SET: ROCK OUTCROP
 LW1780_STAMPING: A 88 1986
 LW1780_MARK LOGO: NGS   
 LW1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1780+STABILITY: POSITION/ELEVATION WELL
 LW1780
 LW1780  HISTORY     - Date     Condition        Report By
 LW1780  HISTORY     - 1986     MONUMENTED       NGS
 LW1780  HISTORY     - 19961207 GOOD             USPSQD
 LW1780
 LW1780                          STATION DESCRIPTION
 LW1780
 LW1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1780'1.9 KM (1.15 MI) SW FROM PUTNAM.
 LW1780'1.9 KM (1.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LW1780'MAIN STREET IN PUTNAM TO THE MARK ON THE LEFT IN TOP OF A LARGE ROCK
 LW1780'OUTCROP IN THE LAWN OF A 1 1/2 STORY WOOD FRAME HOUSE.  IT IS 13.56
 LW1780'METERS (44.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.92
 LW1780'METERS (22.7 FT) NORTHEAST OF THE CENTER OF THE GRAVEL DRIVE TO THE
 LW1780'HOUSE AND 6.68 METERS (21.9 FT) NORTH OF THE EXTREME WEST CORNER OF
 LW1780'THE HOUSE.
 LW1780'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LW1780
 LW1780                          STATION RECOVERY (1996)
 LW1780
 LW1780'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1806 ***********************************************************************
 LW1806  DESIGNATION -  A 89
 LW1806  PID         -  LW1806
 LW1806  STATE/COUNTY-  CT/WINDHAM
 LW1806  USGS QUAD   -  PLAINFIELD (1983)
 LW1806
 LW1806                         *CURRENT SURVEY CONTROL
 LW1806  ___________________________________________________________________
 LW1806* NAD 83(1986)-  41 40 40.     (N)    071 52 45.     (W)     SCALED    
 LW1806* NAVD 88     -       157.997  (meters)     518.36   (feet)  ADJUSTED  
 LW1806  ___________________________________________________________________
 LW1806  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW1806  DYNAMIC HT  -         157.940 (meters)     518.17  (feet)  COMP
 LW1806  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 LW1806
 LW1806  VERT ORDER  -  FIRST     CLASS II
 LW1806
 LW1806.The horizontal coordinates were scaled from a topographic map and have
 LW1806.an estimated accuracy of +/- 6 seconds.
 LW1806
 LW1806.The orthometric height was determined by differential leveling
 LW1806.and adjusted by the National Geodetic Survey in June 1991..
 LW1806
 LW1806.The geoid height was determined by GEOID03.
 LW1806
 LW1806.The dynamic height is computed by dividing the NAVD 88
 LW1806.geopotential number by the normal gravity value computed on the
 LW1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1806.degrees latitude (g = 980.6199 gals.).
 LW1806
 LW1806.The modeled gravity was interpolated from observed gravity values.
 LW1806
 LW1806;                    North         East    Units  Estimated Accuracy
 LW1806;SPC CT       -   246,550.      377,310.      MT  (+/- 180 meters Scaled)
 LW1806
 LW1806                          SUPERSEDED SURVEY CONTROL
 LW1806
 LW1806.No superseded survey control is available for this station.
 LW1806
 LW1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG603180(NAD 83)
 LW1806_MARKER: I = METAL ROD
 LW1806_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LW1806+WITH SETTING: INFORMATION.
 LW1806_SP_SET: STAINLESS STEEL ROD
 LW1806_STAMPING: A 89 1986
 LW1806_MARK LOGO: NGS   
 LW1806_PROJECTION: FLUSH
 LW1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1806_ROD/PIPE-DEPTH: 1.55 meters
 LW1806
 LW1806  HISTORY     - Date     Condition        Report By
 LW1806  HISTORY     - 1986     MONUMENTED       NGS
 LW1806  HISTORY     - 19961117 GOOD             USPSQD
 LW1806
 LW1806                          STATION DESCRIPTION
 LW1806
 LW1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1806'3.1 KM (1.9 MI) EAST FROM PLAINFIELD.
 LW1806'3.1 KM (1.95 MI) EAST ALONG STATE HIGHWAY 14A FROM THE INTERSECTION OF
 LW1806'STATE HIGHWAY 12 AND CEMETARY ROAD IN PLAINFIELD TO THE MARK ON THE
 LW1806'RIGHT IN THE SOUTHEAST ANGLE OF THE JUNCTION OF SPAULDING ROAD.  ALSO
 LW1806'2.95 KM (1.85 MI) WEST-SOUTHWEST ALONG STATE HIGHWAY 14A FROM THE
 LW1806'JUNCTION OF STATE HIGHWAY 49 IN STERLING.  IT IS 12.43 METERS (40.8
 LW1806'FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.84 METERS
 LW1806'(29.0 FT) NORTHEAST OF THE CENTER OF SPAULDING ROAD, 3.90 METERS (12.8
 LW1806'FT) NORTHEAST OF A STOP SIGN AND 2.65 METERS (8.7 FT) NORTHEAST OF
 LW1806'SPAULDING ROAD SIGN. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LW1806'5-INCH LOGO CAP.
 LW1806'THE MARK IS 0.43 METERS  N FROM  A WITNESS POST
 LW1806'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1806
 LW1806                          STATION RECOVERY (1996)
 LW1806
 LW1806'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0001 ***********************************************************************
 LX0001  DESIGNATION -  A 9
 LX0001  PID         -  LX0001
 LX0001  STATE/COUNTY-  CT/TOLLAND
 LX0001  USGS QUAD   -  ROCKVILLE (1984)
 LX0001
 LX0001                         *CURRENT SURVEY CONTROL
 LX0001  ___________________________________________________________________
 LX0001* NAD 83(1986)-  41 49 02.     (N)    072 29 51.     (W)     SCALED    
 LX0001* NAVD 88     -        78.752  (meters)     258.37   (feet)  POSTED    
 LX0001  ___________________________________________________________________
 LX0001  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX0001  DYNAMIC HT  -          78.730 (meters)     258.30  (feet)  COMP
 LX0001  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 LX0001
 LX0001  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0001
 LX0001.The horizontal coordinates were scaled from a topographic map and have
 LX0001.an estimated accuracy of +/- 6 seconds.
 LX0001
 LX0001.The orthometric height was determined by differential leveling
 LX0001.and adjusted by the National Geodetic Survey in 1992..
 LX0001.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0001.rate of 0.0 thru 1.0 mm/km.
 LX0001
 LX0001.The geoid height was determined by GEOID03.
 LX0001
 LX0001.The dynamic height is computed by dividing the NAVD 88
 LX0001.geopotential number by the normal gravity value computed on the
 LX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0001.degrees latitude (g = 980.6199 gals.).
 LX0001
 LX0001.The modeled gravity was interpolated from observed gravity values.
 LX0001
 LX0001;                    North         East    Units  Estimated Accuracy
 LX0001;SPC CT       -   261,700.      325,780.      MT  (+/- 180 meters Scaled)
 LX0001
 LX0001                          SUPERSEDED SURVEY CONTROL
 LX0001
 LX0001  NGVD 29 (??/??/92)   78.996  (m)          259.17   (f) ADJ UNCH    1 2
 LX0001
 LX0001.Superseded values are not recommended for survey control.
 LX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0001.See file dsdata.txt to determine how the superseded data were derived.
 LX0001
 LX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM078325(NAD 83)
 LX0001_MARKER: DB = BENCH MARK DISK
 LX0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0001_SP_SET: CULVERT
 LX0001_STAMPING: 259.173 FT A 9 1923
 LX0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0001+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 LX0001
 LX0001  HISTORY     - Date     Condition        Report By
 LX0001  HISTORY     - 1923     MONUMENTED       CGS
 LX0001  HISTORY     - 1951     GOOD             NGS
 LX0001  HISTORY     - 20020820 GOOD             GEOCAC
 LX0001
 LX0001                          STATION DESCRIPTION
 LX0001
 LX0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0001'AT TALCOTTVILLE.
 LX0001'AT TALCOTTVILLE, TOLLAND COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0001'AND HARTFORD RAILROAD, ABOUT 1/8 MILE WEST OF THE PASSENGER
 LX0001'STATION, 13 RAILS WEST OF THE WEST END OF THE FREIGHT STATION,
 LX0001'20 RAILS WEST OF GRADE CROSSING 20.42, 18 FEET WEST OF THE WEST
 LX0001'SIDING SWITCH, AT A SMALL CONCRETE CULVERT, IN THE TOP OF THE
 LX0001'NORTH HEADWALL, AND 12 FEET NORTH OF THE NORTH RAIL.  A STANDARD
 LX0001'DISK, STAMPED 259.173 FT A 9 1923.
 LX0001
 LX0001                          STATION RECOVERY (2002)
 LX0001
 LX0001'RECOVERY NOTE BY GEOCACHING 2002 (KWD)
 LX0001'IN THE TALCOTTVILLE SECTION OF VERNON, TOLLAND COUNTY. FROM THE
 LX0001'TALCOTTVILLE POST OFFICE ON RT 83, GO NE ON MAIN ST FOR 0.3 MILES.
 LX0001'TURN RIGHT ONTO ELM ST AND GO SE FOR 0.2 MILES. ENTER THE PATH (FORMER
 LX0001'RAILROAD BED) ON THE RIGHT AND GO 0.13 MILES TO THE MARK ON THE RIGHT.
 LX0001'LOCATED AT A SMALL CONCRETE CULVERT, IN THE TOP OF THE NORTH HEADWALL,
 LX0001'AND 12 FEET NW OF THE PATH. A STANDARD DISK, STAMPED 259.173 FT A-9
 LX0001'1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3318 ***********************************************************************
 LX3318  DESIGNATION -  A 90
 LX3318  PID         -  LX3318
 LX3318  STATE/COUNTY-  CT/NEW LONDON
 LX3318  USGS QUAD   -  COLCHESTER (1984)
 LX3318
 LX3318                         *CURRENT SURVEY CONTROL
 LX3318  ___________________________________________________________________
 LX3318* NAD 83(1986)-  41 30 52.     (N)    072 17 34.     (W)     SCALED    
 LX3318* NAVD 88     -       127.782  (meters)     419.23   (feet)  ADJUSTED  
 LX3318  ___________________________________________________________________
 LX3318  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX3318  DYNAMIC HT  -         127.736 (meters)     419.08  (feet)  COMP
 LX3318  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 LX3318
 LX3318  VERT ORDER  -  FIRST     CLASS II
 LX3318
 LX3318.The horizontal coordinates were scaled from a topographic map and have
 LX3318.an estimated accuracy of +/- 6 seconds.
 LX3318
 LX3318.The orthometric height was determined by differential leveling
 LX3318.and adjusted by the National Geodetic Survey in June 1991..
 LX3318
 LX3318.The geoid height was determined by GEOID03.
 LX3318
 LX3318.The dynamic height is computed by dividing the NAVD 88
 LX3318.geopotential number by the normal gravity value computed on the
 LX3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3318.degrees latitude (g = 980.6199 gals.).
 LX3318
 LX3318.The modeled gravity was interpolated from observed gravity values.
 LX3318
 LX3318;                    North         East    Units  Estimated Accuracy
 LX3318;SPC CT       -   228,140.      342,970.      MT  (+/- 180 meters Scaled)
 LX3318
 LX3318                          SUPERSEDED SURVEY CONTROL
 LX3318
 LX3318.No superseded survey control is available for this station.
 LX3318
 LX3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL259994(NAD 83)
 LX3318_MARKER: I = METAL ROD
 LX3318_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3318+WITH SETTING: INFORMATION.
 LX3318_SP_SET: STAINLESS STEEL ROD
 LX3318_STAMPING: A 90 1986
 LX3318_MARK LOGO: NGS   
 LX3318_PROJECTION: FLUSH
 LX3318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3318+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 LX3318_ROD/PIPE-DEPTH: 2.71 meters
 LX3318
 LX3318  HISTORY     - Date     Condition        Report By
 LX3318  HISTORY     - 1986     MONUMENTED       NGS
 LX3318  HISTORY     - 19901115 GOOD             USPSQD
 LX3318  HISTORY     - 19991221 GOOD             USPSQD
 LX3318  HISTORY     - 20040418 GOOD             USPSQD
 LX3318
 LX3318                          STATION DESCRIPTION
 LX3318
 LX3318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3318'5.0 KM (3.1 MI) NW FROM SALEM FOUR CORNERS.
 LX3318'5.0 KM (3.1 MI) NORTHWEST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3318'OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON THE LEFT.
 LX3318'IT IS 5.67 METERS (18.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3318'4.45 METERS (14.6 FT) EAST OF A STONE WALL WHICH PARALLELS THE HIGHWAY
 LX3318'AND 1.22 METERS (4.0 FT) NORTH OF UTILITY POLE NO. 274 WITH
 LX3318'TRANSFORMER.
 LX3318'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3318'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3318
 LX3318                          STATION RECOVERY (1990)
 LX3318
 LX3318'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3318'RECOVERED IN GOOD CONDITION.
 LX3318
 LX3318                          STATION RECOVERY (1999)
 LX3318
 LX3318'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3318'RECOVERED IN GOOD CONDITION.
 LX3318
 LX3318                          STATION RECOVERY (2004)
 LX3318
 LX3318'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX3318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3068 ***********************************************************************
 LX3068  DESIGNATION -  A 91
 LX3068  PID         -  LX3068
 LX3068  STATE/COUNTY-  CT/MIDDLESEX
 LX3068  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3068
 LX3068                         *CURRENT SURVEY CONTROL
 LX3068  ___________________________________________________________________
 LX3068* NAD 83(1986)-  41 34 32.     (N)    072 36 23.     (W)     SCALED    
 LX3068* NAVD 88     -        40.962  (meters)     134.39   (feet)  ADJUSTED  
 LX3068  ___________________________________________________________________
 LX3068  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX3068  DYNAMIC HT  -          40.949 (meters)     134.35  (feet)  COMP
 LX3068  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 LX3068
 LX3068  VERT ORDER  -  FIRST     CLASS II
 LX3068
 LX3068.The horizontal coordinates were scaled from a topographic map and have
 LX3068.an estimated accuracy of +/- 6 seconds.
 LX3068
 LX3068.The orthometric height was determined by differential leveling
 LX3068.and adjusted by the National Geodetic Survey in June 1991..
 LX3068
 LX3068.The geoid height was determined by GEOID03.
 LX3068
 LX3068.The dynamic height is computed by dividing the NAVD 88
 LX3068.geopotential number by the normal gravity value computed on the
 LX3068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3068.degrees latitude (g = 980.6199 gals.).
 LX3068
 LX3068.The modeled gravity was interpolated from observed gravity values.
 LX3068
 LX3068;                    North         East    Units  Estimated Accuracy
 LX3068;SPC CT       -   234,840.      316,780.      MT  (+/- 180 meters Scaled)
 LX3068
 LX3068                          SUPERSEDED SURVEY CONTROL
 LX3068
 LX3068.No superseded survey control is available for this station.
 LX3068
 LX3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM995054(NAD 83)
 LX3068_MARKER: I = METAL ROD
 LX3068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3068_SP_SET: STAINLESS STEEL ROD
 LX3068_STAMPING: A 91 1986
 LX3068_MARK LOGO: NGS   
 LX3068_PROJECTION: FLUSH
 LX3068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3068_ROD/PIPE-DEPTH: 10.1 meters
 LX3068
 LX3068  HISTORY     - Date     Condition        Report By
 LX3068  HISTORY     - 1986     MONUMENTED       NGS
 LX3068  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX3068
 LX3068                          STATION DESCRIPTION
 LX3068
 LX3068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3068'3.2 KM (2.0 MI) EAST FROM PORTLAND.
 LX3068'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF STATE
 LX3068'HIGHWAY 17A IN PORTLAND TO THE MARK ON THE RIGHT, AT THE JUNCTION
 LX3068'OF STATE HIGHWAY 17.  IT IS 11.3 METERS (37.3 FT) NORTH OF THE
 LX3068'CENTERLINE OF THE WESTBOUND LANE OF STATE HIGHWAY 66, 11.5 METERS
 LX3068'(38.0 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANE OF STATE
 LX3068'HIGHWAY 17, 10.9 METERS (36.0 FT) WEST OF THE CENTER OF THE
 LX3068'NORTHBOUND LANE OF STATE HIGHWAY 17. NOTE--ACCESS TO DATUM POINT
 LX3068'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3068'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX3068'THE MARK IS ABOVE LEVEL WITH HIGHWAY 66.
 LX3068
 LX3068                          STATION RECOVERY (1997)
 LX3068
 LX3068'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3168 ***********************************************************************
 LX3168  DESIGNATION -  A 92
 LX3168  PID         -  LX3168
 LX3168  STATE/COUNTY-  CT/HARTFORD
 LX3168  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3168
 LX3168                         *CURRENT SURVEY CONTROL
 LX3168  ___________________________________________________________________
 LX3168* NAD 83(1986)-  41 44 45.     (N)    072 40 50.     (W)     SCALED    
 LX3168* NAVD 88     -        25.379  (meters)      83.26   (feet)  ADJUSTED  
 LX3168  ___________________________________________________________________
 LX3168  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX3168  DYNAMIC HT  -          25.371 (meters)      83.24  (feet)  COMP
 LX3168  MODELED GRAV-     980,326.8   (mgal)                       NAVD 88
 LX3168
 LX3168  VERT ORDER  -  FIRST     CLASS II
 LX3168
 LX3168.The horizontal coordinates were scaled from a topographic map and have
 LX3168.an estimated accuracy of +/- 6 seconds.
 LX3168
 LX3168.The orthometric height was determined by differential leveling
 LX3168.and adjusted by the National Geodetic Survey in June 1991..
 LX3168
 LX3168.The geoid height was determined by GEOID03.
 LX3168
 LX3168.The dynamic height is computed by dividing the NAVD 88
 LX3168.geopotential number by the normal gravity value computed on the
 LX3168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3168.degrees latitude (g = 980.6199 gals.).
 LX3168
 LX3168.The modeled gravity was interpolated from observed gravity values.
 LX3168
 LX3168;                    North         East    Units  Estimated Accuracy
 LX3168;SPC CT       -   253,750.      310,580.      MT  (+/- 180 meters Scaled)
 LX3168
 LX3168                          SUPERSEDED SURVEY CONTROL
 LX3168
 LX3168.No superseded survey control is available for this station.
 LX3168
 LX3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM928241(NAD 83)
 LX3168_MARKER: I = METAL ROD
 LX3168_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3168+WITH SETTING: INFORMATION.
 LX3168_SP_SET: STAINLESS STEEL ROD
 LX3168_STAMPING: A 92 1986
 LX3168_MARK LOGO: NGS   
 LX3168_PROJECTION: FLUSH
 LX3168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3168_ROD/PIPE-DEPTH: 1.5  meters
 LX3168
 LX3168  HISTORY     - Date     Condition        Report By
 LX3168  HISTORY     - 1986     MONUMENTED       NGS
 LX3168  HISTORY     - 19940907 GOOD             USPSQD
 LX3168
 LX3168                          STATION DESCRIPTION
 LX3168
 LX3168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3168'IN HARTFORD.
 LX3168'MARK IS LOCATED IN HARTFORD, ALONG MAPLE AVENUE AT THE M.D. FOX HIGH
 LX3168'SCHOOL AND NEAR THE FLAG POLE.  IT IS 14.7 METERS (48.5 FT)
 LX3168'SOUTH-SOUTHEAST OF THE CENTERLINE OF MAPLE AVENUE, 27.6 METERS (90.7
 LX3168'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 8.9 METERS
 LX3168'(29.2 FT) SOUTH-SOUTHEAST OF LIGHT POLE NO. 2611 AND 0.45 METERS
 LX3168'(1.5 FT) NORTH-NORTHWEST OF THE BASE OF FLAG POLE.
 LX3168'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3168'THE MARK IS 0.18 M ABOVE MAPLE AVENUE.
 LX3168
 LX3168                          STATION RECOVERY (1994)
 LX3168
 LX3168'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3032 ***********************************************************************
 LX3032  DESIGNATION -  A 93
 LX3032  PID         -  LX3032
 LX3032  STATE/COUNTY-  CT/TOLLAND
 LX3032  USGS QUAD   -  SPRING HILL (1983)
 LX3032
 LX3032                         *CURRENT SURVEY CONTROL
 LX3032  ___________________________________________________________________
 LX3032* NAD 83(1986)-  41 48 02.     (N)    072 14 31.     (W)     SCALED    
 LX3032* NAVD 88     -       192.370  (meters)     631.13   (feet)  ADJUSTED  
 LX3032  ___________________________________________________________________
 LX3032  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX3032  DYNAMIC HT  -         192.303 (meters)     630.91  (feet)  COMP
 LX3032  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX3032
 LX3032  VERT ORDER  -  FIRST     CLASS II
 LX3032
 LX3032.The horizontal coordinates were scaled from a topographic map and have
 LX3032.an estimated accuracy of +/- 6 seconds.
 LX3032
 LX3032.The orthometric height was determined by differential leveling
 LX3032.and adjusted by the National Geodetic Survey in June 1991..
 LX3032
 LX3032.The geoid height was determined by GEOID03.
 LX3032
 LX3032.The dynamic height is computed by dividing the NAVD 88
 LX3032.geopotential number by the normal gravity value computed on the
 LX3032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3032.degrees latitude (g = 980.6199 gals.).
 LX3032
 LX3032.The modeled gravity was interpolated from observed gravity values.
 LX3032
 LX3032;                    North         East    Units  Estimated Accuracy
 LX3032;SPC CT       -   259,940.      347,020.      MT  (+/- 180 meters Scaled)
 LX3032
 LX3032                          SUPERSEDED SURVEY CONTROL
 LX3032
 LX3032.No superseded survey control is available for this station.
 LX3032
 LX3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM291313(NAD 83)
 LX3032_MARKER: DB = BENCH MARK DISK
 LX3032_SETTING: 66 = SET IN ROCK OUTCROP
 LX3032_SP_SET: ROCK LEDGE
 LX3032_STAMPING: A 93 1986
 LX3032_MARK LOGO: NGS   
 LX3032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3032+STABILITY: POSITION/ELEVATION WELL
 LX3032
 LX3032  HISTORY     - Date     Condition        Report By
 LX3032  HISTORY     - 1986     MONUMENTED       NGS
 LX3032
 LX3032                          STATION DESCRIPTION
 LX3032
 LX3032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3032'3.9 KM (2.4 MI) SE FROM MANSFIELD.
 LX3032'3.9 KM (2.3 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION OF
 LX3032'U.S. HIGHWAY 44 IN MANSFIELD, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG
 LX3032'STATE HIGHWAY 275 TO THE MARK ON THE RIGHT IN TOP OF A LONG ROCK
 LX3032'LEDGE, 9.45 METERS (31.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX3032'HIGHWAY, 2.74 METERS (9.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX3032'ROCK LEDGE, 0.09 METER (0.3 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 LX3032'LEDGE.
 LX3032'THE MARK IS 0.61 METERS  SW FROM  A WITNESS POST
 LX3032'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3165 ***********************************************************************
 LX3165  DESIGNATION -  A 937
 LX3165  PID         -  LX3165
 LX3165  STATE/COUNTY-  CT/HARTFORD
 LX3165  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3165
 LX3165                         *CURRENT SURVEY CONTROL
 LX3165  ___________________________________________________________________
 LX3165* NAD 83(1986)-  41 42 42.     (N)    072 41 54.     (W)     SCALED    
 LX3165* NAVD 88     -        63.699  (meters)     208.99   (feet)  ADJUSTED  
 LX3165  ___________________________________________________________________
 LX3165  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX3165  DYNAMIC HT  -          63.680 (meters)     208.92  (feet)  COMP
 LX3165  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 LX3165
 LX3165  VERT ORDER  -  FIRST     CLASS II
 LX3165
 LX3165.The horizontal coordinates were scaled from a topographic map and have
 LX3165.an estimated accuracy of +/- 6 seconds.
 LX3165
 LX3165.The orthometric height was determined by differential leveling
 LX3165.and adjusted by the National Geodetic Survey in June 1991..
 LX3165
 LX3165.The geoid height was determined by GEOID03.
 LX3165
 LX3165.The dynamic height is computed by dividing the NAVD 88
 LX3165.geopotential number by the normal gravity value computed on the
 LX3165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3165.degrees latitude (g = 980.6199 gals.).
 LX3165
 LX3165.The modeled gravity was interpolated from observed gravity values.
 LX3165
 LX3165;                    North         East    Units  Estimated Accuracy
 LX3165;SPC CT       -   249,950.      309,100.      MT  (+/- 180 meters Scaled)
 LX3165
 LX3165                          SUPERSEDED SURVEY CONTROL
 LX3165
 LX3165.No superseded survey control is available for this station.
 LX3165
 LX3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM914203(NAD 83)
 LX3165_MARKER: DD = SURVEY DISK
 LX3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3165_SP_SET: CONCRETE POST
 LX3165_STAMPING: A 937
 LX3165_MARK LOGO: CTDT  
 LX3165_PROJECTION: RECESSED 18 CENTIMETERS
 LX3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3165+STABILITY: SURFACE MOTION
 LX3165
 LX3165  HISTORY     - Date     Condition        Report By
 LX3165  HISTORY     - UNK      MONUMENTED       CTDT
 LX3165  HISTORY     - 1986     GOOD             NGS
 LX3165
 LX3165                          STATION DESCRIPTION
 LX3165
 LX3165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3165'10.4 KM (6.45 MI) NORTH FROM BERLIN.
 LX3165'10.4 KM (6.45 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3165'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE LEFT AT
 LX3165'THE INTERSECTION OF MAPLE AVENUE.  IT IS 9.4 METERS (30.9 FT)
 LX3165'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 5 AND STATE HIGHWAY 15,
 LX3165'7.7 METERS (25.4 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 LX3165'LANE OF MAPLE AVENUE, 6.4 METERS (21.3 FT) SOUTHWEST OF AN EXIT SIGN,
 LX3165'3.4 METERS (11.4 FT) NORTHWEST OF THE CENTER OF A DRAIN AND 0.30
 LX3165'METERS (1.0 FT) NORTHEAST OF A CURB.
 LX3165'THE MARK IS 0.45 METERS  SW FROM  A WITNESS POST
 LX3165'THE MARK IS 0.18 M BELOW MAPLE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3217 ***********************************************************************
 LX3217  DESIGNATION -  A 95
 LX3217  PID         -  LX3217
 LX3217  STATE/COUNTY-  CT/WINDHAM
 LX3217  USGS QUAD   -  SCOTLAND (1983)
 LX3217
 LX3217                         *CURRENT SURVEY CONTROL
 LX3217  ___________________________________________________________________
 LX3217* NAD 83(1986)-  41 42 29.     (N)    072 04 02.     (W)     SCALED    
 LX3217* NAVD 88     -       151.376  (meters)     496.64   (feet)  ADJUSTED  
 LX3217  ___________________________________________________________________
 LX3217  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX3217  DYNAMIC HT  -         151.324 (meters)     496.47  (feet)  COMP
 LX3217  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LX3217
 LX3217  VERT ORDER  -  FIRST     CLASS II
 LX3217
 LX3217.The horizontal coordinates were scaled from a topographic map and have
 LX3217.an estimated accuracy of +/- 6 seconds.
 LX3217
 LX3217.The orthometric height was determined by differential leveling
 LX3217.and adjusted by the National Geodetic Survey in June 1991..
 LX3217
 LX3217.The geoid height was determined by GEOID03.
 LX3217
 LX3217.The dynamic height is computed by dividing the NAVD 88
 LX3217.geopotential number by the normal gravity value computed on the
 LX3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3217.degrees latitude (g = 980.6199 gals.).
 LX3217
 LX3217.The modeled gravity was interpolated from observed gravity values.
 LX3217
 LX3217;                    North         East    Units  Estimated Accuracy
 LX3217;SPC CT       -   249,770.      361,630.      MT  (+/- 180 meters Scaled)
 LX3217
 LX3217                          SUPERSEDED SURVEY CONTROL
 LX3217
 LX3217.No superseded survey control is available for this station.
 LX3217
 LX3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM440215(NAD 83)
 LX3217_MARKER: DB = BENCH MARK DISK
 LX3217_SETTING: 66 = SET IN ROCK OUTCROP
 LX3217_SP_SET: ROCK OUTCROP
 LX3217_STAMPING: A 95 1986
 LX3217_MARK LOGO: NGS   
 LX3217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3217+STABILITY: POSITION/ELEVATION WELL
 LX3217
 LX3217  HISTORY     - Date     Condition        Report By
 LX3217  HISTORY     - 1986     MONUMENTED       NGS
 LX3217  HISTORY     - 19961117 GOOD             USPSQD
 LX3217
 LX3217                          STATION DESCRIPTION
 LX3217
 LX3217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3217'2.2 KM (1.35 MI) NORTH FROM SCOTLAND.
 LX3217'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3217'CONGREGATIONAL CHURCH IN SCOTLAND, THENCE 1.1 KM (0.7 MI) NORTH ALONG
 LX3217'STATE HIGHWAY 97 TO THE MARK ON THE LEFT IN TOP OF A ROCK OUTCROP
 LX3217'DIRECTLY ACROSS THE HIGHWAY FROM THE CHRISTIAN FELLOWSHIP CHURCH,
 LX3217'6.10 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 13.53
 LX3217'METERS (44.4 FT) NORTHWEST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE
 LX3217'NO. 176.
 LX3217'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX3217
 LX3217                          STATION RECOVERY (1996)
 LX3217
 LX3217'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3283 ***********************************************************************
 LX3283  DESIGNATION -  A 96
 LX3283  PID         -  LX3283
 LX3283  STATE/COUNTY-  CT/HARTFORD
 LX3283  USGS QUAD   -  GLASTONBURY (1992)
 LX3283
 LX3283                         *CURRENT SURVEY CONTROL
 LX3283  ___________________________________________________________________
 LX3283* NAD 83(1986)-  41 41 14.     (N)    072 33 36.     (W)     SCALED    
 LX3283* NAVD 88     -       147.551  (meters)     484.09   (feet)  ADJUSTED  
 LX3283  ___________________________________________________________________
 LX3283  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX3283  DYNAMIC HT  -         147.504 (meters)     483.94  (feet)  COMP
 LX3283  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 LX3283
 LX3283  VERT ORDER  -  FIRST     CLASS II
 LX3283
 LX3283.The horizontal coordinates were scaled from a topographic map and have
 LX3283.an estimated accuracy of +/- 6 seconds.
 LX3283
 LX3283.The orthometric height was determined by differential leveling
 LX3283.and adjusted by the National Geodetic Survey in June 1991..
 LX3283
 LX3283.The geoid height was determined by GEOID03.
 LX3283
 LX3283.The dynamic height is computed by dividing the NAVD 88
 LX3283.geopotential number by the normal gravity value computed on the
 LX3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3283.degrees latitude (g = 980.6199 gals.).
 LX3283
 LX3283.The modeled gravity was interpolated from observed gravity values.
 LX3283
 LX3283;                    North         East    Units  Estimated Accuracy
 LX3283;SPC CT       -   247,250.      320,620.      MT  (+/- 180 meters Scaled)
 LX3283
 LX3283                          SUPERSEDED SURVEY CONTROL
 LX3283
 LX3283.No superseded survey control is available for this station.
 LX3283
 LX3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM030179(NAD 83)
 LX3283_MARKER: DB = BENCH MARK DISK
 LX3283_SETTING: 66 = SET IN ROCK OUTCROP
 LX3283_SP_SET: ROCK LEDGE
 LX3283_STAMPING: A 96 1986
 LX3283_MARK LOGO: NGS   
 LX3283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3283+STABILITY: POSITION/ELEVATION WELL
 LX3283
 LX3283  HISTORY     - Date     Condition        Report By
 LX3283  HISTORY     - 1986     MONUMENTED       NGS
 LX3283  HISTORY     - 19950926 GOOD             USPSQD
 LX3283
 LX3283                          STATION DESCRIPTION
 LX3283
 LX3283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3283'4.7 KM (2.95 MI) SE FROM GLASTONBURY.
 LX3283'4.7 KM (2.95 MI) SOUTHEAST ALONG NEW LONDON TURNPIKE FROM THE POST
 LX3283'OFFICE IN GLASTONBURY TO THE MARK ON THE LEFT.  IT IS 6.40 METERS
 LX3283'(21.0 FT) NORTHEAST OF THE CENTERLINE OF THE TURNPIKE, 27.61 METERS
 LX3283'(90.6 FT) EAST AND ACROSS THE TURNPIKE FROM SNET POLE NO. 2652 AND
 LX3283'25.30 METERS (83.0 FT) NORTH AND ACROSS TURNPIKE FROM SNET POLE NO.
 LX3283'2653 WITH A TRANSFORMER AND ONE GUY WIRE.
 LX3283'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX3283
 LX3283                          STATION RECOVERY (1995)
 LX3283
 LX3283'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3423 ***********************************************************************
 LX3423  DESIGNATION -  A 97
 LX3423  PID         -  LX3423
 LX3423  STATE/COUNTY-  CT/NEW LONDON
 LX3423  USGS QUAD   -  NEW LONDON (1984)
 LX3423
 LX3423                         *CURRENT SURVEY CONTROL
 LX3423  ___________________________________________________________________
 LX3423* NAD 83(1986)-  41 20 55.     (N)    072 01 45.     (W)     SCALED    
 LX3423* NAVD 88     -         5.494  (meters)      18.02   (feet)  ADJUSTED  
 LX3423  ___________________________________________________________________
 LX3423  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX3423  DYNAMIC HT  -           5.492 (meters)      18.02  (feet)  COMP
 LX3423  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LX3423
 LX3423  VERT ORDER  -  FIRST     CLASS II
 LX3423
 LX3423.The horizontal coordinates were scaled from a topographic map and have
 LX3423.an estimated accuracy of +/- 6 seconds.
 LX3423
 LX3423.The orthometric height was determined by differential leveling
 LX3423.and adjusted by the National Geodetic Survey in June 1991..
 LX3423
 LX3423.The geoid height was determined by GEOID03.
 LX3423
 LX3423.The dynamic height is computed by dividing the NAVD 88
 LX3423.geopotential number by the normal gravity value computed on the
 LX3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3423.degrees latitude (g = 980.6199 gals.).
 LX3423
 LX3423.The modeled gravity was interpolated from observed gravity values.
 LX3423
 LX3423;                    North         East    Units  Estimated Accuracy
 LX3423;SPC CT       -   209,880.      365,130.      MT  (+/- 180 meters Scaled)
 LX3423
 LX3423                          SUPERSEDED SURVEY CONTROL
 LX3423
 LX3423.No superseded survey control is available for this station.
 LX3423
 LX3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL485817(NAD 83)
 LX3423_MARKER: I = METAL ROD
 LX3423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3423_SP_SET: STAINLESS STEEL ROD
 LX3423_STAMPING: A 97 1986
 LX3423_MARK LOGO: NGS   
 LX3423_PROJECTION: FLUSH
 LX3423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3423+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 LX3423_ROD/PIPE-DEPTH: 36.5 meters
 LX3423
 LX3423  HISTORY     - Date     Condition        Report By
 LX3423  HISTORY     - 1986     MONUMENTED       NGS
 LX3423  HISTORY     - 1989     GOOD             USPSQD
 LX3423  HISTORY     - 1990     GOOD             USPSQD
 LX3423  HISTORY     - 20030601 GOOD             USPSQD
 LX3423
 LX3423                          STATION DESCRIPTION
 LX3423
 LX3423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3423'0.3 KM (0.2 MI) NORTH FROM POQUONOCK BRIDGE.
 LX3423'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE JUNCTION OF
 LX3423'U.S. HIGHWAY 1 IN POQUONOCK BRIDGE TO THE MARK ON THE LEFT, IN FRONT
 LX3423'OF A MEMORIAL OF ALGONQUIN AND ON THE GROUNDS OF THE CROTON PUBLIC
 LX3423'LIBRARY, 19.72 METERS (64.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX3423'1.19 METERS (3.9 FT) EAST OF THE EAST FACE OF THE STONE FOUNDATION FOR
 LX3423'MEMORIAL WHICH PROJECTS 1.37 METERS (4.5 FT) ABOVE THE LEVEL OF THE
 LX3423'GROUND.
 LX3423'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3423'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3423
 LX3423                          STATION RECOVERY (1989)
 LX3423
 LX3423'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3423'RECOVERED IN GOOD CONDITION.
 LX3423
 LX3423                          STATION RECOVERY (1990)
 LX3423
 LX3423'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3423'RECOVERED IN GOOD CONDITION.
 LX3423
 LX3423                          STATION RECOVERY (2003)
 LX3423
 LX3423'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX3423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7343 ***********************************************************************
 LX7343  DESIGNATION -  ABOVE ALL
 LX7343  PID         -  LX7343
 LX7343  STATE/COUNTY-  CT/LITCHFIELD
 LX7343  USGS QUAD   -  NEW PRESTON (1984)
 LX7343
 LX7343                         *CURRENT SURVEY CONTROL
 LX7343  ___________________________________________________________________
 LX7343* NAD 83(1996)-  41 43 36.89914(N)    073 21 11.96909(W)     ADJUSTED  
 LX7343* NAVD 88     -       450.4    (meters)    1478.     (feet)  VERTCON   
 LX7343  ___________________________________________________________________
 LX7343  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 LX7343  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX7343
 LX7343  HORZ ORDER  -  FIRST
 LX7343
 LX7343.The horizontal coordinates were established by classical geodetic methods
 LX7343.and adjusted by the National Geodetic Survey in August 1998..
 LX7343
 LX7343.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7343
 LX7343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7343
 LX7343.The geoid height was determined by GEOID03.
 LX7343
 LX7343;                    North         East     Units Scale Factor Converg.
 LX7343;SPC CT       -   251,816.578   254,602.516   MT  0.99998882   -0 24 00.1
 LX7343;SPC CT       -   826,168.22    835,308.42   sFT  0.99998882   -0 24 00.1
 LX7343;UTM  18      - 4,620,766.895   636,957.434   MT  0.99983082   +1 05 46.2
 LX7343
 LX7343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7343!SPC CT       -   0.99993401  x   0.99998882  =   0.99992284
 LX7343!UTM  18      -   0.99993401  x   0.99983082  =   0.99976485
 LX7343
 LX7343|---------------------------------------------------------------------|
 LX7343| PID    Reference Object                     Distance      Geod. Az  |
 LX7343|                                                           dddmmss.s |
 LX7343| CR8711 ABOVE ALL RM 1                       22.578 METERS 14213     |
 LX7343| CR8712 ABOVE ALL RM 2                       27.471 METERS 32214     |
 LX7343|---------------------------------------------------------------------|
 LX7343
 LX7343                          SUPERSEDED SURVEY CONTROL
 LX7343
 LX7343  NAD 83(1996)-  41 43 36.89907(N)    073 21 11.96950(W) AD(       ) 1
 LX7343  NAD 83(1992)-  41 43 36.89927(N)    073 21 11.96973(W) AD(       ) 1
 LX7343  NAD 83(1992)-  41 43 36.90060(N)    073 21 11.97074(W) AD(       ) 1
 LX7343  NAD 83(1986)-  41 43 36.90033(N)    073 21 11.97059(W) AD(       ) 1
 LX7343  NAD 83(1986)-  41 43 36.90030(N)    073 21 11.96993(W) AD(       ) 2
 LX7343  NGVD 29 (07/14/89)  450.6    (m)         1478.     (f) VERT ANG       
 LX7343
 LX7343.Superseded values are not recommended for survey control.
 LX7343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7343.See file dsdata.txt to determine how the superseded data were derived.
 LX7343
 LX7343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3695720767(NAD 83)
 LX7343_MARKER: DS = TRIANGULATION STATION DISK
 LX7343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7343_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7343+STABILITY: SURFACE MOTION
 LX7343
 LX7343  HISTORY     - Date     Condition        Report By
 LX7343  HISTORY     - 1984     MONUMENTED       NGS
 LX7343
 LX7343                          STATION DESCRIPTION
 LX7343
 LX7343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7343'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LX7343'NORTH OF NEW PRESTON, 2.0 KM (1.25 MI) SOUTH OF WARREN AND AT THE
 LX7343'EAST EDGE OF THE ABOVE ALL STATE PARK.
 LX7343'OWNERSHIP--STATE DEPT OF ENVIRONMENTAL PROTECTION, RFD 4, PLYMOUTH
 LX7343'ROAD, HARWINTON CT 06791, PHONE 203-485-0226.
 LX7343'
 LX7343'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 45, 341
 LX7343'AND SACKETT HILL ROAD IN WARREN, GO SOUTH ON SACKETT HILL ROAD FOR
 LX7343'1.0 KM (0.6 MI) TO A SIDE ROAD RIGHT, ABOVE ALL ROAD.  TURN RIGHT,
 LX7343'WEST AND THEN SOUTH ON ABOVE ALL ROAD FOR 1.5 KM (0.95 MI) TO A
 LX7343'TRACK ROAD LEFT.  TURN LEFT,
 LX7343'EAST FOR 0.25 KM (0.15 MI) ON A TRACK ROAD TO ITS END AND THE
 LX7343'STATION.
 LX7343'
 LX7343'THE STATION IS A STANDARD NGS DISK
 LX7343'STAMPED---ABOVE ALL 1984---,
 LX7343'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7343'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 LX7343'8.44 METERS (27.7 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 LX7343'BLOCK BUILDING,
 LX7343'5.06 METERS (16.6 FT) NORTHWEST FROM AN ORANGE WITNESS POST,
 LX7343'5.55 METERS (18.2 FT) WEST-NORTHWEST FROM AN OLD CHAIN LINK FENCE
 LX7343'CORNER AND
 LX7343'4.6 METERS (15 FT) EAST-NORTHEAST FROM THE WOODS EDGE AND TOP OF
 LX7343'BANK.
 LX7343'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7343'STAMPED---ABOVE ALL 1984---,
 LX7343'
 LX7343'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7343'STAMPED---ABOVE ALL NO 1 1984---,
 LX7343'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7343'21.85 METERS (71.7 FT) SOUTH FROM THE SOUTHWEST CORNER OF A BLOCK
 LX7343'BUILDING,
 LX7343'18.11 METERS (59.4 FT) SOUTH-SOUTHEAST FROM AN ORANGE WITNESS
 LX7343'POST,
 LX7343'14.87 METERS (48.8 FT) SOUTH-SOUTHWEST FROM THE SOUTH SIDE OF AN
 LX7343'OLD CHAIN LINK FENCE LINE AND IN THE CENTER OF A LARGE OUTCROP, 20
 LX7343'FEET ACROSS.
 LX7343'MARK IS 0.5 METER BELOW THE STATION.
 LX7343'
 LX7343'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7343'STAMPED---ABOVE ALL NO 2 1984---,
 LX7343'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7343'11.43 METERS (37.5 FT) EAST-NORTHEAST FROM A 30 CM IN DIAMETER PINE
 LX7343'TREE,
 LX7343'5.5 METERS (18.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF A
 LX7343'TRACK ROAD AND
 LX7343'3.20 METERS (10.5 FT) EAST-SOUTHEAST FROM AN ORANGE WITNESS POST.
 LX7343'MARK IS 1.0 METER BELOW THE STATION.
 LX7343'
 LX7343'HEIGHT OF LIGHT SHOWN WAS 22.4 METERS ABOVE THE MARK.
 LX7343'
 LX7343'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7343'
 LX7343'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3556 ***********************************************************************
 LX3556  CBN         -  This is a Cooperative Base Network Control Station.
 LX3556  DESIGNATION -  ABROGATOR
 LX3556  PID         -  LX3556
 LX3556  STATE/COUNTY-  CT/NEW HAVEN
 LX3556  USGS QUAD   -  WATERBURY (1984)
 LX3556
 LX3556                         *CURRENT SURVEY CONTROL
 LX3556  ___________________________________________________________________
 LX3556* NAD 83(1996)-  41 32 50.27452(N)    073 01 43.59770(W)     ADJUSTED  
 LX3556* NAVD 88     -       167.6    (meters)     550.     (feet)  GPS OBS   
 LX3556  ___________________________________________________________________
 LX3556  X           -   1,395,415.593 (meters)                     COMP
 LX3556  Y           -  -4,572,411.183 (meters)                     COMP
 LX3556  Z           -   4,208,197.017 (meters)                     COMP
 LX3556  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 LX3556  ELLIP HEIGHT-         138.43  (meters)          (06/22/01) GPS OBS
 LX3556  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX3556
 LX3556  HORZ ORDER  -  A
 LX3556  ELLP ORDER  -  FOURTH    CLASS I
 LX3556
 LX3556.The horizontal coordinates were established by GPS observations
 LX3556.and adjusted by the National Geodetic Survey in June 2001..
 LX3556
 LX3556.The orthometric height was determined by GPS observations and a
 LX3556.high-resolution geoid model.
 LX3556
 LX3556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3556
 LX3556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3556
 LX3556.The ellipsoidal height was determined by GPS observations
 LX3556.and is referenced to NAD 83.
 LX3556
 LX3556.The geoid height was determined by GEOID03.
 LX3556
 LX3556;                    North         East     Units Scale Factor Converg.
 LX3556;SPC CT       -   231,729.660   281,541.163   MT  0.99998317   -0 11 05.4
 LX3556;SPC CT       -   760,266.39    923,689.63   sFT  0.99998317   -0 11 05.4
 LX3556;UTM  18      - 4,601,391.428   664,407.919   MT  0.99993264   +1 18 27.7
 LX3556
 LX3556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3556!SPC CT       -   0.99997829  x   0.99998317  =   0.99996146
 LX3556!UTM  18      -   0.99997829  x   0.99993264  =   0.99991093
 LX3556
 LX3556|---------------------------------------------------------------------|
 LX3556| PID    Reference Object                     Distance      Geod. Az  |
 LX3556|                                                           dddmmss.s |
 LX3556| CB2614 ABROGATOR RM 1                        5.625 METERS 02143     |
 LX3556| LX3554 WATERBURY LONG HILL MUN TANK        APPROX. 2.8 KM 0214949.6 |
 LX3556| LX7206 WATERBURY KENT ST TANK              APPROX. 3.4 KM 0733437.4 |
 LX3556| LX7197 WATERBURY BYAM RD STANDPIPE         APPROX. 5.6 KM 0872632.5 |
 LX3556| LX7203 WATERBURY VIVIAN DR TANK            APPROX. 4.2 KM 1081642.5 |
 LX3556| LX7201 WATERBURY AUSTIN DR TANK            APPROX. 4.6 KM 1093138.1 |
 LX3556| LX3558 NAUGATUCK IND PARK TANK             APPROX. 4.0 KM 1942559.3 |
 LX3556| LX3560 WATERBURY MURRY PARK TANK           APPROX. 3.7 KM 2303100.0 |
 LX3556| CB2615 ABROGATOR RM 2                        5.442 METERS 23918     |
 LX3556| CB2616 ABROGATOR RM 3                        4.879 METERS 29938     |
 LX3556|---------------------------------------------------------------------|
 LX3556
 LX3556                          SUPERSEDED SURVEY CONTROL
 LX3556
 LX3556  NAD 83(1996)-  41 32 50.27439(N)    073 01 43.59963(W) AD(       ) 1
 LX3556  NAD 83(1992)-  41 32 50.27384(N)    073 01 43.59996(W) AD(       ) 1
 LX3556  NAD 83(1986)-  41 32 50.27590(N)    073 01 43.60196(W) AD(       ) 1
 LX3556  NAD 27      -  41 32 49.92908(N)    073 01 45.21722(W) AD(       ) 1
 LX3556  NGVD 29 (07/19/86)  167.9    (m)          551.     (f) VERT ANG       
 LX3556
 LX3556.Superseded values are not recommended for survey control.
 LX3556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3556.See file dsdata.txt to determine how the superseded data were derived.
 LX3556
 LX3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6440801391(NAD 83)
 LX3556_MARKER: DD = SURVEY DISK
 LX3556_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX3556_STAMPING: DISK MISSING
 LX3556_MARK LOGO: NONE  
 LX3556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX3556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3556+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX3556
 LX3556  HISTORY     - Date     Condition        Report By
 LX3556  HISTORY     - 19520501 MONUMENTED       NGS
 LX3556  HISTORY     - 20001121 GOOD             CTGS
 LX3556  HISTORY     - 20030424 GOOD             CTGS
 LX3556  HISTORY     - 20050410 GOOD             CTGS
 LX3556
 LX3556                          STATION DESCRIPTION
 LX3556
 LX3556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952 (VDN)
 LX3556'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTHEAST OF THE
 LX3556'WATERBURY CITY HALL, 0.08 KM (0.05 MI) WEST OF I-84, ON PINE HILL
 LX3556'(LOCALLY KNOWN AS LITTLE JERUSALEM, BECAUSE THE WHOLE HILL IS A
 LX3556'MINIATURE REPLICA OF THAT CITY).
 LX3556'OWNERSHIP---PERMISSION BY SISTER JOSEPHINE VALENTI,
 LX3556'ASSISTANT ADMINISTRATOR, FOR THE CATHOLIC CAMPAIGNERS FOR CHRIST
 LX3556'OF CONNECTICUT INC, WATERBURY CT 06706.
 LX3556'
 LX3556'TO REACH THE STATION FROM THE BALDWIN STREET OVERPASS OF
 LX3556'INTERSTATE 84, AT SAINT MARYS HOSPITAL (NO INTERCHANGE HERE).
 LX3556'GO SOUTH ON BALDWIN STREET FOR 0.24 KM (0.15 MI) TO A PAVED
 LX3556'STREET LEFT, TURN LEFT AND GO EAST UPHILL FOR 0.08 KM (0.05 MI) TO
 LX3556'A PAVED STREET LEFT.  TURN LEFT AND GO NORTH AND EAST ON THE
 LX3556'WINDING STREET FOR 0.48 KM (0.3 MI) TO A GATE AT THE ENTRANCE
 LX3556'TO LITTLE JERUSALEM.  PASS THROUGH ENTRANCE, THEN BEAR LEFT
 LX3556'AND WORK WAY UPHILL FOR 0.24 KM (0.15 MI) TO A THREE-WAY FORK.
 LX3556'FROM HERE PACK NORTHEAST FOR ABOUT 50 METERS (164 FT) TO THE
 LX3556'TOP OF A LARGE ROCK OUTCROP AND THE STATION, NEAR A SMALL
 LX3556'STATUE SURROUNDED BY A CYCLONE FENCE.
 LX3556'
 LX3556'THE STATION IS A SHANK ONLY WITH A DRILL HOLE IN THE CENTER.
 LX3556'SET INTO ROCK OUTCROP.
 LX3556'IT IS LOCATED
 LX3556'11.7 METERS (38.4 FT) EAST FROM A PATH AND
 LX3556'1.525 METERS (5.0 FT) SOUTH FROM THE SOUTH SIDE OF FENCE AROUND
 LX3556'STATUE.
 LX3556'
 LX3556'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN ROCK OUTCROP.
 LX3556'IT IS LOCATED
 LX3556'6.4 METERS (21.0 FT) SOUTHEAST FROM A PLASTER SIGN AND
 LX3556'2.95 METERS (9.68 FT) EAST FROM THE NORTHEAST CORNER OF FENCE.
 LX3556'MARK IS LEVEL WITH STATION.
 LX3556'
 LX3556'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN ROCK OUTCROP.
 LX3556'IT IS LOCATED
 LX3556'6.5 METERS (21.33 FT) SOUTH-SOUTHWEST FROM NORTHWEST CORNER OF
 LX3556'FENCE AND
 LX3556'4.2 METERS (13.78 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LX3556'FENCE.
 LX3556'MARK IS LEVEL WITH STATION.
 LX3556'
 LX3556'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN ROCK OUTCROP.
 LX3556'IT IS LOCATED
 LX3556'4.15 METERS (13.62 FT) SOUTHWEST FROM A PLASTER SIGN AND
 LX3556'1.22 METERS (4.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF
 LX3556'FENCE.
 LX3556'MARK IS LEVEL WITH STATION.
 LX3556'
 LX3556'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX3556'THIS IS A CONNECTICUT GEOGETIC SURVEY STATION THAT WAS TIED INTO
 LX3556'THE NETWORK AT THIS TIME.  NO AZIMUTH MARK WAS ESTABLISHED.
 LX3556
 LX3556                          STATION RECOVERY (2000)
 LX3556
 LX3556'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX3556'THE STATION MARK IS A DRILL HOLE IN A METAL SHANK SET INTO A ROCK
 LX3556'OUTCROP.
 LX3556'TO REACH THE STATION FROM THE BALDWIN STREET/INTERSTATE
 LX3556'ROUTE 84 OVERPASS, PROCEED SOUTH ON BALDWIN STREET FOR 0.15 MI.
 LX3556'TO A PAVED ROAD ON THE LEFT. TURN LEFT AND AND PROCEED EAST
 LX3556'(UPHILL) TO ANOTHER PAVED ROAD ON THE LEFT. TURN LEFT AND PROCEED
 LX3556'NORTH THEN EAST ALONG A WINDING ROAD TO AN ENTRANCE GATE TO THE
 LX3556'LITTLE JERUSALEM PARK. ENTER THE PARK AND BEAR LEFT WHILE
 LX3556'TRAVELING UPHILL FOR 0.15 MI. TO A THREE WAY FORK. FROM THIS POINT,
 LX3556'TRAVEL NORTHEAST ON FOOT FOR ABOUT 164 FT. TO THE STATION AT THE
 LX3556'TOP OF A LARGE ROCK OUTCROP.
 LX3556'THE STATION IS LOCATED NEAR A SMALL STATUE SURROUNDED BY
 LX3556'A CYCLONE FENCE.
 LX3556'RM 1 IS NORTHEAST OF STATION, A DRILL HOLE IN A ROCK OUTCROP AT
 LX3556'THE SAME LEVEL AS THE STATION. IT IS LOCATED 21.0 FT. SOUTHEAST OF A
 LX3556'PLASTER SIGN AND 9.68 FT. FROM THE NORTHEAST CORNER OF A FENCE.
 LX3556'RM 2 IS SOUTHWEST OF STATION, A DRILL HOLE IN A ROCK OUTCROP AT
 LX3556'THE SAME LEVEL AS THE STATION. IT IS LOCATED 21.33 FT. SOUTHWEST OF
 LX3556'THE NORTHWEST CORNER OF A FENCE AND 13.78 FT. SOUTHWEST OF THE
 LX3556'SOUTHWEST CORNER OF A FENCE.
 LX3556'RM 3 IS NORTHWEST OF STATION, A DRILL HOLE IN A ROCK OUTCROP AT
 LX3556'THE SAME LEVEL AS THE STATION. IT IS LOCATED 13.62 FT. SOUTHWEST OF
 LX3556'A PLASTER SIGN AND 4.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF
 LX3556'A FENCE.
 LX3556'FOR PERMISSION TO ENTER THIS PROPERTY, (GET KEY TO GATE) CONTACT
 LX3556'SISTER LUCILLE OR SISTER ANGELINE DALCORSO, ADMINISTRATOR,
 LX3556'CATHOLIC CAMPAIGNERS FOR CHRIST, INC., WATERBURY CT 06706, PHONE
 LX3556'203-755-2456
 LX3556'RM 1 NOT RECOVERED, RMS 2 AND 3 FOUND OK. 7/20/00 CTGS/DMC
 LX3556' 
 LX3556'
 LX3556
 LX3556                          STATION RECOVERY (2003)
 LX3556
 LX3556'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX3556'THE STATION MARK IS A DRILL HOLE IN A METAL SHANK WHICH HAS BEEN  SET
 LX3556'INTO A ROCK OUTCROP. TO REACH THE STATION FROM THE BALDWIN
 LX3556'STREET/INTERSTATE  ROUTE 84 OVERPASS, PROCEED SOUTH ON BALDWIN STREET
 LX3556'FOR 0.15 MI.  TO A PAVED ROAD ON THE LEFT. TURN LEFT AND AND PROCEED
 LX3556'EAST  (UPHILL) TO ANOTHER PAVED ROAD ON THE LEFT. TURN LEFT AND
 LX3556'PROCEED  NORTH THEN EAST ALONG A WINDING ROAD TO AN ENTRANCE GATE TO
 LX3556'THE  LITTLE JERUSALEM PARK. ENTER THE PARK AND BEAR LEFT WHILE
 LX3556'TRAVELING UPHILL FOR 0.15 MI. TO A THREE WAY FORK. FROM THIS POINT,
 LX3556'TRAVEL NORTHEAST ON FOOT FOR ABOUT 164 FT. TO THE STATION AT THE  TOP
 LX3556'OF A LARGE ROCK OUTCROP.
 LX3556' 
 LX3556'STATION IS LOCATED NEAR A SMALL STATUE SURROUNDED BY  A CYCLONE FENCE.
 LX3556'RM 1 NORTHWEAST OF STATION IS SET IN A DRILL HOLE IN A ROCK OUTCROP
 LX3556'THE SAME LEVEL AS THE STATION. IT IS LOCATED 21.0 FT. SOUTHEAST OF A
 LX3556'PLASTER SIGN AND 9.68 FT. FROM THE NORTHEAST CORNER OF A FENCE. RM 2
 LX3556'SOUTHWEST OF STATION IS SET IN A DRILL HOLE IN A ROCK OUTCROP AT  THE
 LX3556'SAME LEVEL AS THE STATION. IT IS LOCATED 21.33 FT. SOUTHWEST OF  THE
 LX3556'NORTHWEST CORNER OF A FENCE AND 13.78 FT. SOUTHWEST OF THE  SOUTHWEST
 LX3556'CORNER OF A FENCE.
 LX3556' 
 LX3556'RM 3 SOUTWEST OF STATION IS SET IN A DRILL HOLE IN A ROCK OUTCROP AT
 LX3556'THE SAME LEVEL AS THE STATION. IT IS LOCATED 13.62 FT. SOUTHWEST OF  A
 LX3556'PLASTER SIGN AND 4.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF  A
 LX3556'FENCE.
 LX3556
 LX3556                          STATION RECOVERY (2005)
 LX3556
 LX3556'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX3556'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5138 ***********************************************************************
 LX5138  DESIGNATION -  ADAMS
 LX5138  PID         -  LX5138
 LX5138  STATE/COUNTY-  CT/NEW LONDON
 LX5138  USGS QUAD   -  UNCASVILLE (1984)
 LX5138
 LX5138                         *CURRENT SURVEY CONTROL
 LX5138  ___________________________________________________________________
 LX5138* NAD 83(1996)-  41 24 11.23523(N)    072 03 20.89924(W)     ADJUSTED  
 LX5138* NAVD 88     -       102.4    (meters)     336.     (feet)  VERTCON   
 LX5138  ___________________________________________________________________
 LX5138  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LX5138  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5138
 LX5138  HORZ ORDER  -  FIRST
 LX5138
 LX5138.The horizontal coordinates were established by classical geodetic methods
 LX5138.and adjusted by the National Geodetic Survey in August 1998..
 LX5138
 LX5138.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5138
 LX5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5138
 LX5138.The geoid height was determined by GEOID03.
 LX5138
 LX5138;                    North         East     Units Scale Factor Converg.
 LX5138;SPC CT       -   215,912.755   362,848.050   MT  0.99998572   +0 27 37.1
 LX5138;SPC CT       -   708,373.76  1,190,443.98   sFT  0.99998572   +0 27 37.1
 LX5138;UTM  18      - 4,587,692.777   746,110.259   MT  1.00034548   +1 56 53.3
 LX5138;UTM  19      - 4,588,016.186   244,558.913   MT  1.00040309   -2 01 19.4
 LX5138
 LX5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5138!SPC CT       -   0.99998872  x   0.99998572  =   0.99997444
 LX5138!UTM  18      -   0.99998872  x   1.00034548  =   1.00033420
 LX5138!UTM  19      -   0.99998872  x   1.00040309  =   1.00039181
 LX5138
 LX5138|---------------------------------------------------------------------|
 LX5138| PID    Reference Object                     Distance      Geod. Az  |
 LX5138|                                                           dddmmss.s |
 LX5138| CZ6000 ADAMS RM 3 AZIMUTH                                 01217     |
 LX5138| CZ5999 ADAMS RM 2                            9.990 METERS 12128     |
 LX5138| CZ5998 ADAMS RM 2 RESET                     12.860 METERS 13312     |
 LX5138| LX5165 GROTON STANDPIPE                    APPROX. 3.3 KM 2193851.0 |
 LX5138| CZ5997 ADAMS RM 1                            7.534 METERS 23129     |
 LX5138| LX5115 MORRAS BARN GABLE                   APPROX. 1.8 KM 2400329.1 |
 LX5138| LX5078 HARRISON FLAGPOLE                   APPROX. 4.0 KM 2414839.7 |
 LX5138| LX5066 HIRSHFIELD BARN CUPOLA              APPROX. 5.8 KM 2515724.4 |
 LX5138| LX5071 CONNECTICUT LT AND PWR TANK         APPROX. 4.8 KM 3050619.4 |
 LX5138| LX5072 CONNECTICUT LT AND PWR STK          APPROX. 4.7 KM 3055122.4 |
 LX5138| LX5158 UNCASVILLE C L P STACK              APPROX. 4.7 KM 3064924.9 |
 LX5138| LX5067 SHELTON CO STACK                    APPROX. 5.7 KM 3110549.1 |
 LX5138| LX5074 GAIR CO ELEVATED TANK               APPROX. 5.0 KM 3132448.9 |
 LX5138| LX5084 GAIR CO STACK                       APPROX. 4.9 KM 3153716.0 |
 LX5138| CZ5996 ADAMS AZ MK                                        3543743.8 |
 LX5138| LX5130 GRAVES CHIMNEY                      APPROX. 2.2 KM 3584832.6 |
 LX5138|---------------------------------------------------------------------|
 LX5138
 LX5138                          SUPERSEDED SURVEY CONTROL
 LX5138
 LX5138  NAD 83(1992)-  41 24 11.23417(N)    072 03 20.89843(W) AD(       ) 1
 LX5138  NAD 83(1986)-  41 24 11.23471(N)    072 03 20.90224(W) AD(       ) 1
 LX5138  NAD 27      -  41 24 10.88600(N)    072 03 22.62800(W) AD(       ) 1
 LX5138  NGVD 29 (07/19/86)  102.7    (m)          337.     (f) VERT ANG       
 LX5138
 LX5138.Superseded values are not recommended for survey control.
 LX5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5138.See file dsdata.txt to determine how the superseded data were derived.
 LX5138
 LX5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4611087693(NAD 83)
 LX5138_MARKER: DS = TRIANGULATION STATION DISK
 LX5138_SETTING: 80 = SET IN A BOULDER
 LX5138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5138+STABILITY: SURFACE MOTION
 LX5138
 LX5138  HISTORY     - Date     Condition        Report By
 LX5138  HISTORY     - 1934     MONUMENTED       CGS
 LX5138  HISTORY     - 1961     GOOD             CGS
 LX5138  HISTORY     - 1971     GOOD             CTDT
 LX5138  HISTORY     - 1975     GOOD             NGS
 LX5138
 LX5138                          STATION DESCRIPTION
 LX5138
 LX5138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5138'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 LX5138'STATE HIGHWAY 12, GO N ON STATE HIGHWAY 12 3.9 MILES, TURN
 LX5138'RIGHT ON WHAT IS KNOWN AS LONG COVE ROAD AND CONTINUE 1.2 MILES,
 LX5138'TURN RIGHT ON DIRT ROAD AND GO 1.0 MILE TO HOUSE OF EMIL
 LX5138'GUNINSKY.  1000 FEET W OF THE HOUSE IS REFERENCE MARK NO. 3, SET
 LX5138'IN A BOULDER ON THE S SIDE OF THE ROAD WITH DIRECTION AND
 LX5138'DISTANCE STAMPED ON IT.  THIS REFERENCE MARK IS JUST W OF THE
 LX5138'WOOD ROAD THAT LEADS TO THE STATION.  FOLLOW THIS ROAD 0.2
 LX5138'MILE TO THE HILL, A WOODED AREA THAT HAS BEEN BURNT.  IT IS
 LX5138'NOW COVERED WITH DEAD TIMBER AND SMALL UNDERBRUSH.  THE
 LX5138'STATION IS A STANDARD DISK SET IN A BOULDER ON THE W SIDE OF
 LX5138'THE HILL AND ABOUT 1500 FEET FROM THE TOP.  REFERENCE MARKS
 LX5138'NO. 1 AND NO. 2 ARE STANDARD DISKS SET IN BOULDERS SW
 LX5138'(MAGNETIC) AND SE (MAGNETIC) OF THE STATION
 LX5138'RESPECTIVELY.
 LX5138'
 LX5138'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 LX5138
 LX5138                          STATION RECOVERY (1961)
 LX5138
 LX5138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5138'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LX5138'CONDITION.  REFERENCE MARK 2 HAS BEEN DISTURBED AND MOVED ABOUT
 LX5138'3 METERS.  REFERENCE MARK 3 COULD NOT BE FOUND.  THE AREA HAS
 LX5138'BEEN CLEARED AND R.M. 3 MAY BE DESTROYED.
 LX5138'
 LX5138'THE STATION IS STAMPED, ADAMS 1934 AND THE REFERENCE MARKS ARE
 LX5138'STAMPED, ADAMS NO. 1 1934 AND ADAMS NO. 2 1934.
 LX5138'
 LX5138'THE DISTANCE TO REFERENCE MARK 1 WAS CHECKED AND FOUND CORRECT
 LX5138'AS PUBLISHED (7.55 M.).  THE NEW DISTANCES TO THE DISTURBED
 LX5138'POSITION OF REFERENCE MARK 2 ARE AS FOLLOWS.
 LX5138'
 LX5138'STATION TO R.M. 2----12.75 M. 41.83 FT.
 LX5138'
 LX5138'R.M. 1 TO R.M. 2----15.76 M. 51.70 FT.
 LX5138'
 LX5138'MAG. BN. - STATION TO R.M. 2 - S 35 DEG E.
 LX5138'
 LX5138'BY USE OF MAGNETIC BEARINGS, IT WAS DETERMINED THAT THE
 LX5138'DIRECTIONS ORIGINALLY PUBLISHED FOR THE REFERENCE MARKS SHOULD
 LX5138'BE REVERSED.  THAT IS, THE DIRECTIONS FROM VINEGAR HILL -00-00-00
 LX5138'TO THE REFERENCE MARKS SHOULD BE AS FOLLOWS
 LX5138'
 LX5138'R.M. NO. 1 - - - - 230-56-30
 LX5138'
 LX5138'R.M. NO. 2 - - - - 120-55-20
 LX5138'
 LX5138'THE NAMES OF R.M. 1 AND R.M. 2 ON THE DIAGRAM SHOULD BE REVERSED.
 LX5138'
 LX5138'THE ORIGINAL DESCRIPTION OF THE STATION BY G.C.M. IN 1934 IS
 LX5138'COMPLETE WITH THE ADDITION THAT THE BURNT AREA OF THE STATION IS
 LX5138'NOW AN ORCHARD.
 LX5138
 LX5138                          STATION RECOVERY (1971)
 LX5138
 LX5138'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5138'THE STATION AND REFERENCE MARK 1, 2 WERE FOUND IN GOOD
 LX5138'CONDITION.  REFERENCE MARK 3 IS 1000 FEET AWAY AND WAS NOT FOUND.
 LX5138'
 LX5138'TO REACH FROM GROTON AT ROUTE 12 AND ROUTE 95 OVERPASS GO
 LX5138'NORTH ON ROUTE 12 FOR 3.3 MILES TO LONG COVE ROAD, GO RIGHT (EAST)
 LX5138'FOR 0.35 MILE TO GRAVEL DRIVE LEADING TO A 2 STORY FRAME HOUSE
 LX5138'OF R. HALL 0.9 MILE IN THE WOODS.  THE STATION IS 0.75 MILE EAST
 LX5138'OF LONG COVE ROAD AND 1000 FEET SOUTH OF GRAVEL ROAD IN A
 LX5138'PEACH ORCHARD.  IT IS 160 FEET NORTH OF A STONE WALL AND 115
 LX5138'FEET EAST OF A WIRE FENCE IN THE SOUTHWEST CORNER OF THE
 LX5138'ORCHARD.
 LX5138
 LX5138                          STATION RECOVERY (1975)
 LX5138
 LX5138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5138'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX5138'GOOD CONDITION.  THE BOULDER THAT REFERENCE MARK 2 IS SET IN
 LX5138'APPEARS TO HAVE BEEN MOVED BY FARM MACHINERY.  THE ARROW ON THE
 LX5138'DISK IS POINTED ABOUT 50 DEGREES TO THE RIGHT OF THE STATION.  THE
 LX5138'ANGLE BETWEEN REFERENCE MARK 1 AND 2 HAS CHANGED BY 152 DEGREES
 LX5138'18 MINUTES, FROM THE 1934 OBSERVATIONS.  THE DISTANCE TO
 LX5138'REFERENCE MARK 1 WAS FOUND SHORTER BY 0.02 METERS.  THE DISTANCE
 LX5138'TO REFERENCE MARK 2 WAS FOUND LONGER BY 2.87 METERS.
 LX5138'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS
 LX5138'FOUND LONGER BY 1.30 METERS.  REFERENCE MARK 3 WAS
 LX5138'SEARCHED FOR, BUT COULD NOT BE FOUND.  AN AZIMUTH MARK WAS
 LX5138'SET AT THIS TIME.  DUE TO CHANGES A NEW DESCRIPTION
 LX5138'FOLLOWS.
 LX5138'
 LX5138'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF GROTON,
 LX5138'2-1/2 MILES SOUTHWEST OF LEDYARD CENTER AND 2 MILES
 LX5138'SOUTHEAST OF GALES FERRY.  IT IS ON THE PROPERTY OF MR. RICHARD
 LX5138'HALL, ROUTE BOX 39, GALES FERRY, CONNECTICUT.  06335.  PHONE
 LX5138'NUMBER 464-2930.
 LX5138'
 LX5138'TO REACH THE STATION FROM THE CENTER OF THE GOLD STAR MEMORIAL
 LX5138'BRIDGE OVER THE THAMES RIVER, BETWEEN THE TOWNS OF NEW LONDON
 LX5138'AND GROTON, GO EAST ON INTERSTATE HIGHWAY 95 FOR 0.8 MILE TO
 LX5138'WHERE STATE HIGHWAY EXITS TO THE LEFT.  BEAR LEFT AND GO EAST
 LX5138'ON STATE HIGHWAY 184 0.25 MILE TO WHERE STATE HIGHWAY 12 EXITS
 LX5138'TO THE RIGHT.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY 12 FOR
 LX5138'3.25 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON LONG
 LX5138'COVE ROAD FOR 0.4 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 LX5138'RIGHT AND GO EAST ON A GRAVEL AND OIL SURFACED ROAD FOR 0.8
 LX5138'MILES TO A GATE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LX5138'THROUGH THE GATE, THEN TURN RIGHT AND GO SOUTH THROUGH AN OLD
 LX5138'ORCHARD FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 LX5138'
 LX5138'THE STATION MARK IS A STANDARD DISK STAMPED ADAMS 1934.  IT IS
 LX5138'CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 7 FOOT BOULDER THAT
 LX5138'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 327 FEET WEST OF A
 LX5138'ROCK FENCE, 163 FEET NORTH OF A ROCK FENCE, 116 FEET EAST OF
 LX5138'A WIRE FENCE, 86 FEET SOUTHEAST OF AN 8-INCH TREE AND 2.5 FEET
 LX5138'SOUTHWEST OF A METAL WITNESS POST.
 LX5138'
 LX5138'REFERENCE MARK 1, A STANDARD DISK STAMPED ADAMS NO 1 1934, IS
 LX5138'CEMENTED IN A BOULDER THAT IS 2-1/2 FOOT BY 3 FOOT AND
 LX5138'PROJECTS 18 INCHES ABOVE THE GROUND.  IT IS 349 FEET WEST OF
 LX5138'A ROCK FENCE, 156 FEET NORTH OF A ROCK FENCE, 91.5 FEET EAST OF
 LX5138'A WIRE FENCE, 70.5 FEET SOUTHEAST OF THE 8-INCH TREE AND 27 FEET
 LX5138'SOUTHWEST OF THE METAL WITNESS POST.
 LX5138'
 LX5138'REFERENCE MARK 2, A STANDARD DISK STAMPED ADAMS NO 2 1934, IS
 LX5138'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 1-1/2 FOOT BOULDER
 LX5138'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 306 FEET WEST
 LX5138'OF A ROCK FENCE, 135 FEET EAST OF A WIRE FENCE, 124 FEET NORTH
 LX5138'OF A ROCK FENCE, 122 FEET SOUTHEAST OF THE 8-INCH TREE AND 42
 LX5138'FEET SOUTH-SOUTHEAST OF THE METAL WITNESS POST.
 LX5138'
 LX5138'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED ADAMS AZ
 LX5138'1934 1975, IS CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 4 FOOT
 LX5138'BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 56 FEET
 LX5138'NORTH OF THE CENTER OF THE GRAVEL ROAD, 50 FEET NORTHEAST OF THE
 LX5138'NORTH GATE POST, 33 FEET NORTHEAST OF POWER LINE POLE NUMBER
 LX5138'2120, 8 FEET WEST OF A 10-INCH OAK TREE, 6.2 FEET NORTH OF A
 LX5138'METAL WITNESS POST AND 2.5 FEET EAST OF A 14-INCH OAK TREE.
 LX5138'
 LX5138'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 LX5138'
 LX5138'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5138'2 MILES SOUTHEAST OF GALES FERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3640 ***********************************************************************
 LX3640  DESIGNATION -  ADELINE
 LX3640  PID         -  LX3640
 LX3640  STATE/COUNTY-  CT/NEW HAVEN
 LX3640  USGS QUAD   -  ANSONIA (1984)
 LX3640
 LX3640                         *CURRENT SURVEY CONTROL
 LX3640  ___________________________________________________________________
 LX3640* NAD 83(1996)-  41 19 59.87761(N)    073 05 41.81592(W)     ADJUSTED  
 LX3640* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 LX3640  ___________________________________________________________________
 LX3640  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 LX3640  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX3640
 LX3640  HORZ ORDER  -  SECOND
 LX3640
 LX3640.The horizontal coordinates were established by classical geodetic methods
 LX3640.and adjusted by the National Geodetic Survey in August 1998..
 LX3640
 LX3640.The orthometric height was scaled from a topographic map.
 LX3640
 LX3640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3640
 LX3640.The geoid height was determined by GEOID03.
 LX3640
 LX3640;                    North         East     Units Scale Factor Converg.
 LX3640;SPC CT       -   207,982.866   275,925.352   MT  0.99998922   -0 13 43.4
 LX3640;SPC CT       -   682,357.12    905,265.09   sFT  0.99998922   -0 13 43.4
 LX3640;UTM  18      - 4,577,508.145   659,411.716   MT  0.99991275   +1 15 30.4
 LX3640
 LX3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3640!SPC CT       -   0.99998931  x   0.99998922  =   0.99997853
 LX3640!UTM  18      -   0.99998931  x   0.99991275  =   0.99990206
 LX3640
 LX3640:                Primary Azimuth Mark                     Grid Az
 LX3640:SPC CT       -  ANSONIA CHASE BRASS STACK 2              031 12 36.7
 LX3640:UTM  18      -  ANSONIA CHASE BRASS STACK 2              029 43 22.9
 LX3640
 LX3640|---------------------------------------------------------------------|
 LX3640| PID    Reference Object                     Distance      Geod. Az  |
 LX3640|                                                           dddmmss.s |
 LX3640| LX3662 ANSONIA CHASE BRASS STACK 2         APPROX. 2.0 KM 0305853.3 |
 LX3640| LX3661 ANSONIA CHASE BRASS STACK 1         APPROX. 1.9 KM 0315201.9 |
 LX3640| LX3667 ANSONIA ASSUMPTION SCH DOME         APPROX. 2.2 KM 0355010.8 |
 LX3640| CB2621 ADELINE RM 2                         19.200 METERS 03628     |
 LX3640| LX3660 DERBY RUSSIAN ORTH CH SPIRE         APPROX. 1.2 KM 0501706.5 |
 LX3640| LX3669 ANSONIA AMERICAN BRASS STACK        APPROX. 1.7 KM 0585002.8 |
 LX3640| LX3657 DERBY GREEK CATH CH DOME            APPROX. 1.0 KM 0632219.1 |
 LX3640| LX3644 DERBY GRIFFIN HOSP STACK            APPROX. 0.5 KM 0642815.1 |
 LX3640| CB2619 ADELINE AZ MK                                      0742209.8 |
 LX3640| LX3650 ANSONIA S O AND C CO STACK          APPROX. 1.5 KM 0754328.2 |
 LX3640| LX3654 DERBY                               APPROX. 3.0 KM 1320827.5 |
 LX3640| LX3665 DERBY FIRST CONG CH SPIRE           APPROX. 1.9 KM 1391316.1 |
 LX3640| LX3652 SOCONY TANK                         APPROX. 3.6 KM 1473917.4 |
 LX3640| LX3636 DERBY ST MARYS RC CHURCH SPIRE      APPROX. 1.1 KM 1571925.9 |
 LX3640| LX3643 DERBY SECOND CONG CH SPIRE          APPROX. 1.3 KM 1600243.5 |
 LX3640| LX3655 SHELTON RED STACK                   APPROX. 2.4 KM 1615312.8 |
 LX3640| LX3637 SHELTON BLUMENTHAL STACK            APPROX. 1.9 KM 1672517.7 |
 LX3640| LX3639 SHELTON ST JOSEPHS CH SPIRE         APPROX. 1.7 KM 1844447.2 |
 LX3640| LX3638 DERBY GAS CO STACK                  APPROX. 1.1 KM 1871151.8 |
 LX3640| CB2620 ADELINE RM 1                         28.340 METERS 29342     |
 LX3640|---------------------------------------------------------------------|
 LX3640
 LX3640                          SUPERSEDED SURVEY CONTROL
 LX3640
 LX3640  NAD 83(1992)-  41 19 59.87659(N)    073 05 41.81586(W) AD(       ) 2
 LX3640  NAD 83(1986)-  41 19 59.87630(N)    073 05 41.82046(W) AD(       ) 2
 LX3640  NAD 27      -  41 19 59.52600(N)    073 05 43.42900(W) AD(       ) 2
 LX3640
 LX3640.Superseded values are not recommended for survey control.
 LX3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3640.See file dsdata.txt to determine how the superseded data were derived.
 LX3640
 LX3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5941277508(NAD 83)
 LX3640
 LX3640  HISTORY     - Date     Condition        Report By
 LX3640  HISTORY     - 1934     MONUMENTED       CTGS
 LX3640  HISTORY     - 19910305 POOR             USPSQD
 LX3640
 LX3640                          STATION DESCRIPTION
 LX3640
 LX3640'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3640'LOCATED ON THE TOP OF ADELINE HILL IN THE CITY OF DERBY ON
 LX3640'PROPERTY BELONGING TO TONY SCARPA.  A GREEK CEMETERY LIES ON THE
 LX3640'NEXT HILL N OF THE STATION.
 LX3640'
 LX3640'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE OUTCROP
 LX3640'OF LEDGE ROCK ABOUT FOUR METERS BACK FROM THE FACE OF THE
 LX3640'CLIFF.  REFERENCE MARK NO.1 IS SET IN THE LEDGE TO THE W AT THE
 LX3640'EDGE OF THE CLIFF.  REFERENCE MARK NO.2 IS SET IN A BOULDER
 LX3640'TO THE N.  THE AZIMUTH MARK IS SET IN THE CORNER OF THE SIDEWALK
 LX3640'OF THE GRIFFIN HOSPITAL.  GROUND SET-UP USED, SIGNAL 16 FEET.
 LX3640'
 LX3640'TO REACH, SEE SKETCH.
 LX3640'
 LX3640'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX3640
 LX3640                          STATION RECOVERY (1991)
 LX3640
 LX3640'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX3640'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3758 ***********************************************************************
 LX3758  DESIGNATION -  AERO BEACON
 LX3758  PID         -  LX3758
 LX3758  STATE/COUNTY-  CT/FAIRFIELD
 LX3758  USGS QUAD   -  WESTPORT (1975)
 LX3758
 LX3758                         *CURRENT SURVEY CONTROL
 LX3758  ___________________________________________________________________
 LX3758* NAD 83(1996)-  41 08 18.68772(N)    073 20 50.84652(W)     ADJUSTED  
 LX3758* NAVD 88     -                                                        
 LX3758  ___________________________________________________________________
 LX3758  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LX3758  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX3758
 LX3758  HORZ ORDER  -  THIRD
 LX3758
 LX3758.The horizontal coordinates were established by classical geodetic methods
 LX3758.and adjusted by the National Geodetic Survey in August 1998..
 LX3758
 LX3758
 LX3758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3758
 LX3758.The geoid height was determined by GEOID03.
 LX3758
 LX3758;                    North         East     Units Scale Factor Converg.
 LX3758;SPC CT       -   186,467.298   254,638.872   MT  1.00000678   -0 23 46.1
 LX3758;SPC CT       -   611,768.13    835,427.70   sFT  1.00000678   -0 23 46.1
 LX3758;SPC NY L     -   108,127.515   354,786.596   MT  1.00000754   +0 25 36.5
 LX3758;SPC NY L     -   354,748.36  1,163,995.69   sFT  1.00000754   +0 25 36.5
 LX3758;UTM  18      - 4,555,450.796   638,692.604   MT  0.99983674   +1 05 14.5
 LX3758
 LX3758                          SUPERSEDED SURVEY CONTROL
 LX3758
 LX3758  NAD 83(1992)-  41 08 18.68706(N)    073 20 50.84520(W) AD(       ) 4
 LX3758  NAD 83(1986)-  41 08 18.69043(N)    073 20 50.84937(W) AD(       ) 4
 LX3758  NAD 27      -  41 08 18.34000(N)    073 20 52.42000(W) AD(       ) 3
 LX3758
 LX3758.Superseded values are not recommended for survey control.
 LX3758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3758.See file dsdata.txt to determine how the superseded data were derived.
 LX3758
 LX3758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3869355451(NAD 83)
 LX3758
 LX3758  HISTORY     - Date     Condition        Report By
 LX3758  HISTORY     - 1934     MONUMENTED       CGS
 LX3758  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3758
 LX3758                          STATION DESCRIPTION
 LX3758
 LX3758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3758'AN AIRWAY BEACON SITUATED ON A HILL ABOUT 3/4 MILE E OF THE BUSINESS
 LX3758'CENTER OF WESTPORT.  THE CENTER OF THE LIGHT WAS DETERMINED.  THE
 LX3758'LIGHT IS ON A SKELETON TOWER.
 LX3758
 LX3758                          STATION RECOVERY (1959)
 LX3758
 LX3758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3758'THE OLD BEACON IS DEFINITELY GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6675 ***********************************************************************
 LX6675  DESIGNATION -  AETNA TOWER
 LX6675  PID         -  LX6675
 LX6675  STATE/COUNTY-  CT/HARTFORD
 LX6675  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6675
 LX6675                         *CURRENT SURVEY CONTROL
 LX6675  ___________________________________________________________________
 LX6675* NAD 83(1996)-  41 46 00.64388(N)    072 41 31.95930(W)     ADJUSTED  
 LX6675* NAVD 88     -                                                        
 LX6675  ___________________________________________________________________
 LX6675  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LX6675  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX6675
 LX6675  HORZ ORDER  -  THIRD
 LX6675
 LX6675.The horizontal coordinates were established by classical geodetic methods
 LX6675.and adjusted by the National Geodetic Survey in August 1998..
 LX6675
 LX6675
 LX6675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6675
 LX6675.The geoid height was determined by GEOID03.
 LX6675
 LX6675;                    North         East     Units Scale Factor Converg.
 LX6675;SPC CT       -   256,077.758   309,605.875   MT  0.99999140   +0 02 17.9
 LX6675;SPC CT       -   840,148.44  1,015,765.27   sFT  0.99999140   +0 02 17.9
 LX6675;UTM  18      - 4,626,463.944   691,827.640   MT  1.00005284   +1 32 15.7
 LX6675
 LX6675                          SUPERSEDED SURVEY CONTROL
 LX6675
 LX6675  NAD 83(1996)-  41 46 00.64347(N)    072 41 31.95947(W) AD(       ) 4
 LX6675  NAD 83(1992)-  41 46 00.64372(N)    072 41 31.95967(W) AD(       ) 4
 LX6675  NAD 83(1992)-  41 46 00.64494(N)    072 41 31.96079(W) AD(       ) 4
 LX6675  NAD 83(1986)-  41 46 00.64524(N)    072 41 31.96088(W) AD(       ) 4
 LX6675  NAD 27      -  41 46 00.28200(N)    072 41 33.62600(W) AD(       ) 3
 LX6675
 LX6675.Superseded values are not recommended for survey control.
 LX6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6675.See file dsdata.txt to determine how the superseded data were derived.
 LX6675
 LX6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9182826464(NAD 83)
 LX6675
 LX6675  HISTORY     - Date     Condition        Report By
 LX6675  HISTORY     - 1935     MONUMENTED       CGS
 LX6675  HISTORY     - 1936     SEE DESCRIPTION  CTGS
 LX6675  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6675  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6675
 LX6675                          STATION DESCRIPTION
 LX6675
 LX6675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6675'THE AETNA LIFE INSURANCE BUILDING IS ON THE S SIDE OF
 LX6675'FARMINGTON AVENUE BETWEEN SIGOURNEY STREET AND BEACH STREET.  THE
 LX6675'BUILDING IS FAR BACK FROM THE AVENUE AND IS THE ONLY BUILDING IN
 LX6675'THE BLOCK EXCEPT FOR THE HOUSES THAT FACE BEACH STREET AND THE
 LX6675'THREE ON FARMINGTON AVENUE AT BEACH STREET.  IT IS A SIX-STORY
 LX6675'BROWN BRICK COLONIAL BUILDING WITH A SHORT STEEP METAL ROOF.
 LX6675'THE BASE OF THE TOWER IS SQUARE WITH A WINDOW IN EACH
 LX6675'FACE.  THE UPPER PART IS OCTAGONAL WITH LOUVRES IN EACH
 LX6675'FACE.  THE TOP OF THE TOWER IS SURMOUNTED WITH A GOLDEN DOME
 LX6675'WITH A GOLDEN FINIAL AT THE APEX.  THE STATION IS THE BASE OF THE
 LX6675'FINIAL.  HEIGHT ABOUT 200 FEET.
 LX6675
 LX6675                          STATION RECOVERY (1936)
 LX6675
 LX6675'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1936
 LX6675'THE AETNA LIFE INSURANCE BUILDING IS A LONG 6-STORY BUILDING,
 LX6675'(BRICK) SITUATED ON THE S SIDE OF FARMINGTON AVENUE IN THE CITY
 LX6675'OF HARTFORD.  THE FINIAL ON THE GOLD DOME IN THE CENTER OF
 LX6675'THE BUILDING WAS OBSERVED ON.
 LX6675'
 LX6675'OBSERVED FROM--W.T.I.C., BUCK, AMERICAN INDUSTRIAL.
 LX6675
 LX6675                          STATION RECOVERY (1971)
 LX6675
 LX6675'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6675'GOOD
 LX6675
 LX6675                          STATION RECOVERY (1978)
 LX6675
 LX6675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6675'THE STATION IS THE BASE OF THE FINIAL OF THE AETNA LIFE
 LX6675'INSURANCE BUILDING.  IT IS GOLD IN COLOR WITH A GOLDIN DOME
 LX6675'ATOP A WHITE CUPOLA THAT IS SQUARE WITH A WINDOW IN EACH FACE,
 LX6675'THE UPPER PART IS OCTAGONAL WITH LOUVERS IN EACH
 LX6675'FACE AND IS ATTACHED TO A LARGE RED BRICK BUILDING
 LX6675'THAT ALMOST COVERS A SQUARE BLOCK.  IT IS APPROXIMATELY 200
 LX6675'FEET IN HEIGHT.
 LX6675'
 LX6675'IT IS ON PROPERTY OWNED BY THE AETNA INSURANCE COMPANY AND IS
 LX6675'LOCATED ON THE SOUTH SIDE OF FARMINGTON AVENUE BETWEEN
 LX6675'SIGOURNEY STREET AND FLOWER STREET IN HARTFORD.
 LX6675'
 LX6675'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4720 ***********************************************************************
 LX4720  DESIGNATION -  AHOLA
 LX4720  PID         -  LX4720
 LX4720  STATE/COUNTY-  CT/WINDHAM
 LX4720  USGS QUAD   -  SCOTLAND (1983)
 LX4720
 LX4720                         *CURRENT SURVEY CONTROL
 LX4720  ___________________________________________________________________
 LX4720* NAD 83(1996)-  41 44 13.69306(N)    072 00 51.50483(W)     ADJUSTED  
 LX4720* NAVD 88     -       161.8    (meters)     531.     (feet)  VERTCON   
 LX4720  ___________________________________________________________________
 LX4720  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LX4720  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX4720
 LX4720  HORZ ORDER  -  FIRST
 LX4720
 LX4720.The horizontal coordinates were established by classical geodetic methods
 LX4720.and adjusted by the National Geodetic Survey in August 1998..
 LX4720
 LX4720.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4720
 LX4720.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4720
 LX4720.The geoid height was determined by GEOID03.
 LX4720
 LX4720;                    North         East     Units Scale Factor Converg.
 LX4720;SPC CT       -   253,037.030   366,002.167   MT  0.99998943   +0 29 16.1
 LX4720;SPC CT       -   830,172.32  1,200,792.11   sFT  0.99998943   +0 29 16.1
 LX4720;UTM  18      - 4,624,900.342   748,295.996   MT  1.00035872   +1 59 19.1
 LX4720;UTM  19      - 4,624,983.371   249,324.175   MT  1.00037334   -2 00 27.8
 LX4720
 LX4720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4720!SPC CT       -   0.99997931  x   0.99998943  =   0.99996874
 LX4720!UTM  18      -   0.99997931  x   1.00035872  =   1.00033802
 LX4720!UTM  19      -   0.99997931  x   1.00037334  =   1.00035264
 LX4720
 LX4720:                Primary Azimuth Mark                     Grid Az
 LX4720:SPC CT       -  BROOKLYN SO BELL TEL MAST                045 32 04.7
 LX4720:UTM  18      -  BROOKLYN SO BELL TEL MAST                044 02 01.7
 LX4720:UTM  19      -  BROOKLYN SO BELL TEL MAST                048 01 48.6
 LX4720
 LX4720|---------------------------------------------------------------------|
 LX4720| PID    Reference Object                     Distance      Geod. Az  |
 LX4720|                                                           dddmmss.s |
 LX4720| LW3715 BROOKLYN SO BELL TEL MAST           APPROX. 5.0 KM 0460120.8 |
 LX4720| CZ6003 AHOLA RM 3                           10.455 METERS 04848     |
 LX4720| CZ6002 AHOLA RM 2                           31.885 METERS 13349     |
 LX4720| CZ6001 AHOLA RM 1                           23.426 METERS 24457     |
 LX4720| LX4735 PARRISH                             APPROX. 7.9 KM 2752116.2 |
 LX4720| LX4671 HAMPTON CATH CH SPIRE               APPROX. 6.4 KM 3244953.6 |
 LX4720| LX4669 HAMPTON CONG CH SPIRE               APPROX. 6.3 KM 3271828.1 |
 LX4720|---------------------------------------------------------------------|
 LX4720
 LX4720                          SUPERSEDED SURVEY CONTROL
 LX4720
 LX4720  NAD 83(1996)-  41 44 13.69231(N)    072 00 51.50449(W) AD(       ) 1
 LX4720  NAD 83(1992)-  41 44 13.69225(N)    072 00 51.50437(W) AD(       ) 1
 LX4720  NAD 83(1992)-  41 44 13.69254(N)    072 00 51.50499(W) AD(       ) 1
 LX4720  NAD 83(1986)-  41 44 13.69294(N)    072 00 51.50470(W) AD(       ) 1
 LX4720  NAD 27      -  41 44 13.33827(N)    072 00 53.23419(W) AD(       ) 1
 LX4720  NGVD 29 (07/19/86)  162.1    (m)          532.     (f) VERT ANG       
 LX4720
 LX4720.Superseded values are not recommended for survey control.
 LX4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4720.See file dsdata.txt to determine how the superseded data were derived.
 LX4720
 LX4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4829624900(NAD 83)
 LX4720_MARKER: DE = TRAVERSE STATION DISK
 LX4720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4720
 LX4720  HISTORY     - Date     Condition        Report By
 LX4720  HISTORY     - 1942     MONUMENTED       CTGS
 LX4720  HISTORY     - 1973     GOOD             CTGS
 LX4720  HISTORY     - 1974     GOOD             NGS
 LX4720
 LX4720                          STATION DESCRIPTION
 LX4720
 LX4720'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX4720'STATION IS ON A HILL ABOUT 2 MILES NNE OF WESTMINSTER.  IT IS A
 LX4720'A BRONZE STATE TRAVERSE DISK SET IN A 4-FOOT PRECAST CONCRETE
 LX4720'MONUMENT - TOP ABOUT 4 INCHES ABOVE THE GROUND, AND STAMPED
 LX4720'AHOLA 1942.  STATION IS SET IN WOODS SURROUNDED BY OAK TREES ABOUT
 LX4720'40 FEET HIGH ON PROPERTY OF JOHN AHOLA.
 LX4720'
 LX4720'REFERENCE MARK NO.1 - BRONZE STATE TRAVERSE DISK, STAMPED
 LX4720'AHOLA R.M. NO.1 1942, SET IN OUTCROPPING BOULDER 4 FEET BY 2 FEET BY
 LX4720'1 FOOT HIGH W OF STATION.
 LX4720'
 LX4720'REFERENCE MARK NO.2 - BRONZE STATE TRAVERSE DISK, STAMPED AHOLA
 LX4720'R.M. NO.2 1942, SET IN OUTCROPPING BOULDER 4 FEET BY 4 FEET BY 2
 LX4720'FEET HIGH SE OF STATION.
 LX4720'
 LX4720'REFERENCE MARK NO.3 - BRONZE STATE TRAVERSE DISK, STAMPED AHOLA
 LX4720'R.M. NO.3 1942, SET IN OUTCROPPING BOULDER 3 FEET BY 2 FEET BY 1
 LX4720'FOOT HIGH ENE OF STATION.
 LX4720'
 LX4720'TO REACH--FROM INTERSECTION OF ROUTES 93 AND 14 IN CANTERBURY GO
 LX4720'W ON ROUTE 14, 2.8 MILES TO T-ROAD RIGHT, GO RIGHT 2.2 MILES TO
 LX4720'PRIVATE DRIVE RIGHT TO JOHN AHOLAS HOUSE AND GARAGE, GO RIGHT ON
 LX4720'DRIVEWAY 0.25 MILE TO SAID GARAGE THENCE KEEPING S OF GARAGE, GO
 LX4720'STRAIGHT 0.1 MILE TO BEGINNING OF WOODS, THENCE GO E ON WOODS
 LX4720'ROAD 1300 FEET TO TOP OF GRADE AND STATION 43 FEET S OF WOODS
 LX4720'ROAD.  WITH CARE IT IS POSSIBLE TO DRIVE TO STATION.
 LX4720'
 LX4720'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LX4720
 LX4720                          STATION RECOVERY (1973)
 LX4720
 LX4720'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LX4720'AHOLA EXCELLENT
 LX4720'
 LX4720'AHOLA RM 1 NOT FOUND (LIMITED SEARCH)
 LX4720'
 LX4720'AHOLA RM 2 EXCELLENT
 LX4720'
 LX4720'AHOLA RM 3 EXCELLENT
 LX4720'
 LX4720'THE DIRECTIONS FOR RM 2 AND RM 3 APPEAR TO BE SWITCHED.
 LX4720'
 LX4720'TO REACH FROM THE INTERSECTION OF CONN. 14 (WESTMINSTER ROAD) AND
 LX4720'CONN. 169 (CANTERBURY ROAD) IN THE TOWN OF CANTERBURY, GO WEST ON
 LX4720'CONN. 14 FOR 2.66 MILES TO BROOKLYN ROAD ON RIGHT.  TURN RIGHT
 LX4720'AND GO NORTHERLY FOR 2.14 MILES TO A PRIVATE DRIVE RIGHT.  TURN
 LX4720'RIGHT AND GO 0.18 MILE EAST TO JOHN AHOLAS HOUSE AND GARAGE,
 LX4720'THENCE KEEPING RIGHT OF GARAGE, GO STRAIGHT (EAST) FOR 0.37 MILE
 LX4720'TO TOP OF GRADE AND STATION.
 LX4720
 LX4720                          STATION RECOVERY (1974)
 LX4720
 LX4720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4720'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 LX4720'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND LONGER BY
 LX4720'0.04 FOOT, REFERENCE MARK 2 WAS FOUND SHORTER BY 0.07 FOOT AND
 LX4720'REFERENCE MARK 3 CHECKED.  THE ANGLE TO REFERENCE MARK 2 AND 3
 LX4720'CHECKED BUT THE ANGLE TO REFERENCE MARK 1 WAS FOUND SMALLER BY
 LX4720'02 MINUTES AND 19 SECONDS.  A SECOND MEASUREMENT AND OBSERVATION
 LX4720'WAS MADE TO CONFIRM THESE DIFFERENCES.  REFERENCE MARK 2 AND 3
 LX4720'(DIRECTIONS) WAS FOUND TO BE SWITCHED ON THE 1937 LIST OF
 LX4720'DIRECTIONS.
 LX4720'
 LX4720'STATION IS ABOUT 5-1/2 MILES SOUTHWEST OF BROOKLYN, 3 MILES
 LX4720'NORTHWEST OF CANTERBURY, 1-1/2 MILES NORTH OF WESTMINSTER, 1/2
 LX4720'MILE EAST OF BROOKLYN ROAD AND ON PROPERTY OWNED BY MRS. JOHN
 LX4720'AHOLA.  PERMISSION WAS GRANTED BY MR. JERRY GORMAN (SON-IN-LAW),
 LX4720'BROOKLYN ROAD, CANTERBURY, CONNECTICUT.  PHONE NUMBER 546-9275.
 LX4720'
 LX4720'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 LX4720'169 IN CANTERBURY, GO WESTERLY ON HIGHWAY 14 FOR 2.75 MILES TO
 LX4720'BROOKLYN ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 LX4720'BROOKLYN ROAD FOR 2.15 TO A MAIL BOX ON THE LEFT H. AHOLA AND
 LX4720'G. GORMAN AND A GRAVELED DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 LX4720'GO EASTERLY ON THE GRAVELED DRIVEWAY FOR 0.2 MILE TO A FARM
 LX4720'HOUSE ON THE LEFT.  CONTINUE EAST ON A TRACK ROAD ALONG THE
 LX4720'SOUTH SIDE OF A ROCK FENCE TO WHERE THE FENCE TURNS AND GOES NORTH
 LX4720'AND THE TRACK ROAD TURNS NORTH ALSO.  CONTINUE ON THE TRACK
 LX4720'ROAD NORTH AND EAST FOR 0.25 MILE TO A FORK.  TAKE
 LX4720'RIGHT FORK AND CONTINUE EAST ON THE TRACK ROAD FOR 0.05
 LX4720'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4720'
 LX4720'STATION MARK, STAMPED AHOLA 1942, IS A CONNECTICUT GEODETIC
 LX4720'SURVEY TRAVERSE DISK SET IN A 6 BY 6 INCH CONCRETE POST WHICH IS
 LX4720'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET SOUTH OF
 LX4720'CENTER OF THE TRACK ROAD, 36.5 FEET SOUTH-SOUTHWEST OF A TREE
 LX4720'WITH A METAL WITNESS SIGN NAILED TO IT AND 14.5 FEET NORTH OF A
 LX4720'TREE WITH A METAL WITNESS SIGN NAILED TO IT.
 LX4720'
 LX4720'REFERENCE MARK 1, STAMPED AHOLA RM 1 1942, IS A CONNECTICUT
 LX4720'GEODETIC SURVEY TRAVERSE DISK CEMENTED IN A DRILL HOLE IN A
 LX4720'BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 LX4720'SURFACE.  IT IS 73.5 FEET SOUTH OF CENTER OF THE TRACK ROAD AND
 LX4720'15.5 FEET WEST-SOUTHWEST OF A TREE WITH A METAL WITNESS SIGN
 LX4720'NAILED TO IT.
 LX4720'
 LX4720'REFERENCE MARK 2, STAMPED AHOLA RM 2 1942, IS A CONNECTICUT
 LX4720'GEODETIC SURVEY TRAVERSE DISK CEMENTED IN A DRILL HOLE IN A
 LX4720'BOULDER WHICH PROJECTS ABOUT 10 INCHES ABOVE THE GROUND
 LX4720'SURFACE.  IT IS 107 FEET SOUTH OF CENTER OF THE TRACK ROAD AND
 LX4720'29 FEET SOUTHEAST OF A TREE WITH A METAL WITNESS SIGN NAILED
 LX4720'TO IT.
 LX4720'
 LX4720'REFERENCE MARK 3, STAMPED ALOHA RM 3 1942, IS A CONNECTICUT
 LX4720'GEODETIC SURVEY TRAVERSE DISK CEMENTED IN A DRILL HOLE IN A
 LX4720'BOULDER WHICH PROJECTS ABOUT 12 INCHES ABOVE THE GROUND
 LX4720'SURFACE.  IT IS 21 FEET SOUTH OF CENTER OF THE TRACK ROAD AND
 LX4720'18.5 FEET SOUTHEAST OF A TREE WITH A METAL WITNESS
 LX4720'SIGN NAILED TO IT.
 LX4720'
 LX4720'HEIGHT OF LIGHT ABOVE STATION MARK 122.2 FEET.
 LX4720'
 LX4720'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4720'1-1/2 MILES NORTH OF WESTMINSTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6725 ***********************************************************************
 LX6725  DESIGNATION -  AIRPORT BCN BRADLEY INTL APT
 LX6725  PID         -  LX6725
 LX6725  STATE/COUNTY-  CT/HARTFORD
 LX6725  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6725
 LX6725                         *CURRENT SURVEY CONTROL
 LX6725  ___________________________________________________________________
 LX6725* NAD 83(1996)-  41 56 23.49030(N)    072 40 31.68920(W)     ADJUSTED  
 LX6725* NAVD 88     -                                                        
 LX6725  ___________________________________________________________________
 LX6725  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LX6725  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX6725
 LX6725  HORZ ORDER  -  THIRD
 LX6725
 LX6725.This mark is at Bradley Intl Airport (BDL)
 LX6725
 LX6725.The horizontal coordinates were established by classical geodetic methods
 LX6725.and adjusted by the National Geodetic Survey in August 1998..
 LX6725
 LX6725
 LX6725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6725
 LX6725.The geoid height was determined by GEOID03.
 LX6725
 LX6725;                    North         East     Units Scale Factor Converg.
 LX6725;SPC CT       -   275,295.416   310,981.402   MT  1.00000823   +0 02 57.9
 LX6725;SPC CT       -   903,198.38  1,020,278.15   sFT  1.00000823   +0 02 57.9
 LX6725;UTM  18      - 4,645,712.129   692,699.009   MT  1.00005694   +1 33 14.7
 LX6725
 LX6725                          SUPERSEDED SURVEY CONTROL
 LX6725
 LX6725  NAD 83(1996)-  41 56 23.49014(N)    072 40 31.68921(W) AD(       ) 4
 LX6725  NAD 83(1992)-  41 56 23.49065(N)    072 40 31.68983(W) AD(       ) 4
 LX6725  NAD 83(1992)-  41 56 23.49112(N)    072 40 31.69026(W) AD(       ) 4
 LX6725  NAD 83(1986)-  41 56 23.49190(N)    072 40 31.69082(W) AD(       ) 4
 LX6725  NAD 27      -  41 56 23.13745(N)    072 40 33.36439(W) AD(       ) 3
 LX6725
 LX6725.Superseded values are not recommended for survey control.
 LX6725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6725.See file dsdata.txt to determine how the superseded data were derived.
 LX6725
 LX6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9269945712(NAD 83)
 LX6725_MARKER: 21 = AIRPORT BEACON
 LX6725_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6725
 LX6725  HISTORY     - Date     Condition        Report By
 LX6725  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6725  HISTORY     - 19920630 GOOD             NGS
 LX6725
 LX6725                          STATION DESCRIPTION
 LX6725
 LX6725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6725'THE STATION, IS THE AIRPORT BEACON ATOP A SKELETON STEEL TOWER, AT
 LX6725'THE BRADLEY INTERNATIONAL AIRPORT, HARTFORD, CONNECTICUT.
 LX6725'
 LX6725'THIS STATION WAS NOT VISITED AT THIS TIME AND NO TO REACH WAS
 LX6725'WRITTEN.
 LX6725'
 LX6725'DESCRIBED BY R.L. RAMSEY, CHECKED BY T.C. HALL.
 LX6725
 LX6725                          STATION RECOVERY (1992)
 LX6725
 LX6725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LX6725'THE STATION IS LOCATED AT THE BRADLEY INTERNATIONAL AIRPORT ON THE
 LX6725'EAST SIDE OF THE FIELD.  THE BEACON IS LOCATED ON THE TOP OF A WOODEN
 LX6725'PLATFORM WHICH IS MOUNTED ON THE TOP OF A WOODEN RTR PLATFORM.  THE
 LX6725'POINT LOCATED WAS THE SPINDLE OF THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7567 ***********************************************************************
 LX7567  DESIGNATION -  AIRPORT BCN BRIDGEPORT MUN APT
 LX7567  PID         -  LX7567
 LX7567  STATE/COUNTY-  CT/FAIRFIELD
 LX7567  USGS QUAD   -  BRIDGEPORT (1984)
 LX7567
 LX7567                         *CURRENT SURVEY CONTROL
 LX7567  ___________________________________________________________________
 LX7567* NAD 83(1996)-  41 09 48.51483(N)    073 07 41.83714(W)     ADJUSTED  
 LX7567* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 LX7567  ___________________________________________________________________
 LX7567  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LX7567  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7567
 LX7567  HORZ ORDER  -  THIRD
 LX7567
 LX7567.The horizontal coordinates were established by classical geodetic methods
 LX7567.and adjusted by the National Geodetic Survey in August 1998..
 LX7567
 LX7567.The orthometric height was scaled from a topographic map.
 LX7567
 LX7567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7567
 LX7567.The geoid height was determined by GEOID03.
 LX7567
 LX7567;                    North         East     Units Scale Factor Converg.
 LX7567;SPC CT       -   189,134.481   273,052.017   MT  1.00000389   -0 15 03.0
 LX7567;SPC CT       -   620,518.71    895,838.16   sFT  1.00000389   -0 15 03.0
 LX7567;UTM  18      - 4,558,593.283   657,028.047   MT  0.99990348   +1 13 56.0
 LX7567
 LX7567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7567!SPC CT       -   1.00000184  x   1.00000389  =   1.00000573
 LX7567!UTM  18      -   1.00000184  x   0.99990348  =   0.99990532
 LX7567
 LX7567                          SUPERSEDED SURVEY CONTROL
 LX7567
 LX7567  NAD 83(1992)-  41 09 48.51351(N)    073 07 41.83662(W) AD(       ) 4
 LX7567  NAD 83(1986)-  41 09 48.51929(N)    073 07 41.84074(W) AD(       ) 4
 LX7567  NAD 83(1986)-  41 09 48.51550(N)    073 07 41.84003(W) AD(       ) 4
 LX7567
 LX7567.Superseded values are not recommended for survey control.
 LX7567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7567.See file dsdata.txt to determine how the superseded data were derived.
 LX7567
 LX7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5702858593(NAD 83)
 LX7567_MARKER: 21 = AIRPORT BEACON
 LX7567
 LX7567  HISTORY     - Date     Condition        Report By
 LX7567  HISTORY     - 1977     FIRST OBSERVED   NGS
 LX7567  HISTORY     - 19930630 GOOD             NGS
 LX7567  HISTORY     - 19950721 GOOD             USPSQD
 LX7567
 LX7567                          STATION DESCRIPTION
 LX7567
 LX7567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (VDN)
 LX7567'THE STATION, AIRPORT BEACON BRIDGEPORT MUNICIPAL
 LX7567'AIRPORT, IS THE CENTER OF THE ROTATING WHITE
 LX7567'BEACON LIGHT, ATOP THE CONTROL TOWER AND IS ABOUT
 LX7567'18 METERS (60 FT) ABOVE THE GROUND.  THE CONTROL
 LX7567'TOWER IS ATOP THE 4 STORY TERMINAL BUILDING.  A
 LX7567'SMALL BLINKING RED LIGHT IS MOUNTED ON THE TOP
 LX7567'CENTER OF THE ROTATING BEACON LIGHT.
 LX7567'
 LX7567'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LX7567'EAST-SOUTHEAST OF BRIDGEPORT, AT THE BRIDGEPORT
 LX7567'MUNICIPAL AIRPORT.
 LX7567'OWNERSHIP--CITY OF BRIDGEPORT, BRIDGEPORT CT 06601.
 LX7567'
 LX7567'DESCRIBED BY G.R. HEID.
 LX7567
 LX7567                          STATION RECOVERY (1993)
 LX7567
 LX7567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LX7567'THE STATION IS THE CENTER SHAFT OF A GREEN AND WHITE REVOLVING BEACON
 LX7567'ON TOP OF THE CONTROL TOWER AT THE EAST END OF THE TERMINAL BUILDING.
 LX7567
 LX7567                          STATION RECOVERY (1995)
 LX7567
 LX7567'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7418 ***********************************************************************
 LX7418  DESIGNATION -  AIRPORT BCN DANBURY MUN APT
 LX7418  PID         -  LX7418
 LX7418  STATE/COUNTY-  CT/FAIRFIELD
 LX7418  USGS QUAD   -  BETHEL (1984)
 LX7418
 LX7418                         *CURRENT SURVEY CONTROL
 LX7418  ___________________________________________________________________
 LX7418* NAD 83(1996)-  41 21 28.56115(N)    073 28 33.60708(W)     ADJUSTED  
 LX7418* NAVD 88     -                                                        
 LX7418  ___________________________________________________________________
 LX7418  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 LX7418  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX7418
 LX7418  HORZ ORDER  -  THIRD
 LX7418
 LX7418.The horizontal coordinates were established by classical geodetic methods
 LX7418.and adjusted by the National Geodetic Survey in August 1998..
 LX7418
 LX7418
 LX7418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7418
 LX7418.The geoid height was determined by GEOID03.
 LX7418
 LX7418;                    North         East     Units Scale Factor Converg.
 LX7418;SPC CT       -   210,916.302   244,051.391   MT  0.99998782   -0 28 53.0
 LX7418;SPC CT       -   691,981.23    800,691.94   sFT  0.99998782   -0 28 53.0
 LX7418;SPC NY E     -   280,800.686   235,678.522   MT  0.99999031   +0 40 36.0
 LX7418;SPC NY E     -   921,260.25    773,221.95   sFT  0.99999031   +0 40 36.0
 LX7418;UTM  18      - 4,579,612.701   627,476.622   MT  0.99979999   +1 00 25.7
 LX7418
 LX7418                          SUPERSEDED SURVEY CONTROL
 LX7418
 LX7418  NAD 83(1992)-  41 21 28.56047(N)    073 28 33.60694(W) AD(       ) 4
 LX7418  NAD 83(1986)-  41 21 28.56287(N)    073 28 33.60954(W) AD(       ) 4
 LX7418  NAD 83(1986)-  41 21 28.56305(N)    073 28 33.60963(W) AD(       ) 4
 LX7418
 LX7418.Superseded values are not recommended for survey control.
 LX7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7418.See file dsdata.txt to determine how the superseded data were derived.
 LX7418
 LX7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2747779613(NAD 83)
 LX7418_MARKER: 21 = AIRPORT BEACON
 LX7418
 LX7418  HISTORY     - Date     Condition        Report By
 LX7418  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7418
 LX7418                          STATION DESCRIPTION
 LX7418
 LX7418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7418'THE STATION, AIRPORT BEACON DANBURY MUNICIPAL AIRPORT IS THE
 LX7418'CENTER OF THE ROTATING WHITE/GREEN LIGHT AT THE APEX OF A
 LX7418'RED/WHITE FOUR-LEGGED STEEL TOWER.  A PLATFORM WITH RAILING IS
 LX7418'JUST BELOW THE LIGHT.  HEIGHT IS BELIEVED TO BE ABOUT 15 METERS
 LX7418'(49 FT).  STATION WAS VIEWED FROM A DISTANCE SINCE IT IS ON
 LX7418'A RIDGELINE.
 LX7418'
 LX7418'THE STATION IS LOCATED 2 KM (1.25 MI) SOUTH-SOUTHEAST OF
 LX7418'THE AIRPORT CONTROL TOWER, 0.25 KM (0.15 MI) WEST OF
 LX7418'STATE HIGHWAY 7, ON SPRUCE MOUNTAIN, AT THE NORTHWEST
 LX7418'EXTREMITY OF THE PROPOSED WOOSTER MOUNTAIN STATE PARK.
 LX7418'
 LX7418'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3701 ***********************************************************************
 LW3701  DESIGNATION -  AIRPORT BCN DANIELSON APT
 LW3701  PID         -  LW3701
 LW3701  STATE/COUNTY-  CT/WINDHAM
 LW3701  USGS QUAD   -  DANIELSON (1970)
 LW3701
 LW3701                         *CURRENT SURVEY CONTROL
 LW3701  ___________________________________________________________________
 LW3701* NAD 83(1996)-  41 49 23.05735(N)    071 53 59.10920(W)     ADJUSTED  
 LW3701* NAVD 88     -                                                        
 LW3701  ___________________________________________________________________
 LW3701  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LW3701  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW3701
 LW3701  HORZ ORDER  -  THIRD
 LW3701
 LW3701.This mark is at Danielson Airport (5B3)
 LW3701
 LW3701.The horizontal coordinates were established by classical geodetic methods
 LW3701.and adjusted by the National Geodetic Survey in August 1998..
 LW3701
 LW3701
 LW3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3701
 LW3701.The geoid height was determined by GEOID03.
 LW3701
 LW3701;                    North         East     Units Scale Factor Converg.
 LW3701;SPC CT       -   262,668.610   375,437.626   MT  0.99999587   +0 33 49.6
 LW3701;SPC CT       -   861,771.93  1,231,748.28   sFT  0.99999587   +0 33 49.6
 LW3701;SPC RI       -    82,234.046    66,788.786   MT  1.00000732   -0 15 59.7
 LW3701;SPC RI       -   269,796.20    219,122.88   sFT  1.00000732   -0 15 59.7
 LW3701;UTM  19      - 4,634,197.971   259,173.742   MT  1.00031374   -1 56 04.5
 LW3701
 LW3701                          SUPERSEDED SURVEY CONTROL
 LW3701
 LW3701  NAD 83(1996)-  41 49 23.05690(N)    071 53 59.10893(W) AD(       ) 4
 LW3701  NAD 83(1992)-  41 49 23.05656(N)    071 53 59.10859(W) AD(       ) 4
 LW3701  NAD 83(1992)-  41 49 23.05658(N)    071 53 59.10896(W) AD(       ) 4
 LW3701  NAD 83(1986)-  41 49 23.05720(N)    071 53 59.10830(W) AD(       ) 4
 LW3701  NAD 27      -  41 49 22.70212(N)    071 54 00.85005(W) AD(       ) 3
 LW3701
 LW3701.Superseded values are not recommended for survey control.
 LW3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3701.See file dsdata.txt to determine how the superseded data were derived.
 LW3701
 LW3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5917434198(NAD 83)
 LW3701
 LW3701  HISTORY     - Date     Condition        Report By
 LW3701  HISTORY     - 1974     MONUMENTED       NGS
 LW3701  HISTORY     - 19961117 GOOD             USPSQD
 LW3701
 LW3701                          STATION DESCRIPTION
 LW3701
 LW3701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3701'STATION IS THE SHAFT WHICH TURNS THE BEACON LIGHT.  THE
 LW3701'LIGHT IS MOUNTED ON A RED AND WHITE METAL POLE WHICH IS ABOUT 50
 LW3701'FEET HIGH AND HAS A CAGE AROUND IT.
 LW3701'
 LW3701'STATION IS LOCATED ON THE DANIELSON AIRPORT AT THE BUREAU OF
 LW3701'AERONAUTICS AND AIRPORT MANAGERS OFFICE.
 LW3701'
 LW3701'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW3701'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.05 MILE TO A
 LW3701'TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON THE
 LW3701'RIGHT.  TURN SHARP RIGHT AND GO NORTHERLY ON MAPLE STREET FOR
 LW3701'1.45 MILES TO A PAVED STREET LEFT AND A SIGN DANIELSON
 LW3701'AIRPORT.  TURN LEFT AND GO WESTERLY ON THE PAVED STREET FOR
 LW3701'0.3 MILE TO THE BUREAU OF AERONAUTICS AND AIRPORT MANAGERS
 LW3701'OFFICE ON THE RIGHT AND THE STATION JUST NORTHWEST OF THE
 LW3701'BUILDING.
 LW3701
 LW3701                          STATION RECOVERY (1996)
 LW3701
 LW3701'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW5139 ***********************************************************************
 LW5139  DESIGNATION -  AIRPORT BCN DANIELSON AIRPORT
 LW5139  PID         -  LW5139
 LW5139  STATE/COUNTY-  CT/WINDHAM
 LW5139  USGS QUAD   -  DANIELSON (1970)
 LW5139
 LW5139                         *CURRENT SURVEY CONTROL
 LW5139  ___________________________________________________________________
 LW5139* NAD 83(1996)-  41 49 23.04962(N)    071 53 59.10056(W)     ADJUSTED  
 LW5139* NAVD 88     -        89.8    (meters)     295.     (feet)  VERTCON   
 LW5139  ___________________________________________________________________
 LW5139  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LW5139  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW5139
 LW5139  HORZ ORDER  -  THIRD
 LW5139
 LW5139.This mark is at Danielson Airport (5B3)
 LW5139
 LW5139.The horizontal coordinates were established by classical geodetic methods
 LW5139.and adjusted by the National Geodetic Survey in August 1998..
 LW5139
 LW5139.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5139
 LW5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5139
 LW5139.The geoid height was determined by GEOID03.
 LW5139
 LW5139;                    North         East     Units Scale Factor Converg.
 LW5139;SPC CT       -   262,668.374   375,437.828   MT  0.99999587   +0 33 49.6
 LW5139;SPC CT       -   861,771.16  1,231,748.94   sFT  0.99999587   +0 33 49.6
 LW5139;UTM  19      - 4,634,197.726   259,173.933   MT  1.00031374   -1 56 04.5
 LW5139
 LW5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5139!SPC CT       -   0.99999060  x   0.99999587  =   0.99998647
 LW5139!UTM  19      -   0.99999060  x   1.00031374  =   1.00030434
 LW5139
 LW5139                          SUPERSEDED SURVEY CONTROL
 LW5139
 LW5139  NAD 83(1996)-  41 49 23.04917(N)    071 53 59.10029(W) AD(       ) 4
 LW5139  NAD 83(1992)-  41 49 23.04887(N)    071 53 59.09993(W) AD(       ) 4
 LW5139  NAD 83(1992)-  41 49 23.04890(N)    071 53 59.10030(W) AD(       ) 4
 LW5139  NAD 83(1986)-  41 49 23.04958(N)    071 53 59.09967(W) AD(       ) 4
 LW5139  NAD 27      -  41 49 22.69396(N)    071 54 00.84144(W) AD(       ) 3
 LW5139  NGVD 29 (02/23/89)   90.0    (m)          295.     (f) VERT ANG       
 LW5139
 LW5139.Superseded values are not recommended for survey control.
 LW5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5139.See file dsdata.txt to determine how the superseded data were derived.
 LW5139
 LW5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5917434198(NAD 83)
 LW5139_MARKER: 21 = AIRPORT BEACON
 LW5139
 LW5139  HISTORY     - Date     Condition        Report By
 LW5139  HISTORY     - 1985     FIRST OBSERVED   NGS
 LW5139  HISTORY     - 19961020 GOOD             USPSQD
 LW5139
 LW5139                          STATION DESCRIPTION
 LW5139
 LW5139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW5139'THE STATION, AIRPORT BEACON DANIELSON AIRPORT
 LW5139'IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF DANIELSON, 1.6 KM
 LW5139'(1.0 MI) SOUTHWEST OF ELMVILLE, JUST NORTH OF THE DANIELSON AIRPORT
 LW5139'AND ON STATE PROPERTY.
 LW5139'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LW5139'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348.  CONTACT
 LW5139'ABOVE BEFORE ENTERING.
 LW5139'
 LW5139'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW5139'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.1 KM (0.05 MI) TO
 LW5139'A TRAFFICE CIRCLE AND THE JUNCTION OF MAPLE STREET ON RIGHT. TURN
 LW5139'SHARP RIGHT AND GO NORTHERLY ON MAPLE STREET FOR 2.3 KM (1.45 MI)
 LW5139'TO A PAVED STREET LEFT AND A SIGN (DANIELSON AIRPORT). TURN LEFT
 LW5139'AND GO WESTERLY ON THE STREET FOR 0.5 KM (0.3 MI) TO A WHITE
 LW5139'BUILDING ON RIGHT. TURN RIGHT AND GO FOR ABOUT 30 METERS (100 FT)
 LW5139'TO THE STATION.
 LW5139'
 LW5139'THE LANDMARK IS AN AIRPORT BEACON THAT HAS AN OVERALL HEIGHT OF
 LW5139'17.31 METERS (56.8 FT), ITS A 30 CM IN DIAMETER STEEL POLE WITH A
 LW5139'ROUND STEEL MESH CAGE ON TOP AND A ROTATING BEACON LIGHT ATOP A
 LW5139'METAL SHAFT.
 LW5139'
 LW5139'AN EDM TIE WAS MADE TO STATION GOODYEAR 1974.
 LW5139'
 LW5139'DESCRIBED BY J. N. LEONHARDT.
 LW5139
 LW5139                          STATION RECOVERY (1996)
 LW5139
 LW5139'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW5139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7568 ***********************************************************************
 LX7568  DESIGNATION -  AIRPORT BCN WATERBURY OX APT
 LX7568  PID         -  LX7568
 LX7568  STATE/COUNTY-  CT/NEW HAVEN
 LX7568  USGS QUAD   -  SOUTHBURY (1984)
 LX7568
 LX7568                         *CURRENT SURVEY CONTROL
 LX7568  ___________________________________________________________________
 LX7568* NAD 83(1996)-  41 28 41.42893(N)    073 08 17.88831(W)     ADJUSTED  
 LX7568* NAVD 88     -                                                        
 LX7568  ___________________________________________________________________
 LX7568  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LX7568  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX7568
 LX7568  HORZ ORDER  -  THIRD
 LX7568
 LX7568.This mark is at Waterbury-Oxford Airport (OXC)
 LX7568
 LX7568.The horizontal coordinates were established by classical geodetic methods
 LX7568.and adjusted by the National Geodetic Survey in August 1998..
 LX7568
 LX7568
 LX7568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7568
 LX7568.The geoid height was determined by GEOID03.
 LX7568
 LX7568;                    North         East     Units Scale Factor Converg.
 LX7568;SPC CT       -   224,087.987   272,368.612   MT  0.99998361   -0 15 26.9
 LX7568;SPC CT       -   735,195.34    893,596.02   sFT  0.99998361   -0 15 26.9
 LX7568;UTM  18      - 4,593,514.112   655,438.012   MT  0.99989734   +1 13 59.9
 LX7568
 LX7568                          SUPERSEDED SURVEY CONTROL
 LX7568
 LX7568  NAD 83(1992)-  41 28 41.42798(N)    073 08 17.88861(W) AD(       ) 4
 LX7568  NAD 83(1986)-  41 28 41.43041(N)    073 08 17.89138(W) AD(       ) 4
 LX7568  NAD 83(1986)-  41 28 41.42677(N)    073 08 17.89206(W) AD(       ) 4
 LX7568
 LX7568.Superseded values are not recommended for survey control.
 LX7568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7568.See file dsdata.txt to determine how the superseded data were derived.
 LX7568
 LX7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5543893514(NAD 83)
 LX7568_MARKER: 21 = AIRPORT BEACON
 LX7568
 LX7568  HISTORY     - Date     Condition        Report By
 LX7568  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7568
 LX7568                          STATION DESCRIPTION
 LX7568
 LX7568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7568'THE STATION, AIRPORT BEACON WATERBURY-OXFORD AIRPORT,
 LX7568'IS THE CENTER OF THE ROTATING LIGHT, WHICH IS
 LX7568'MOUNTED ATOP A UTILITY POLE.  THE POLE IS RED AND
 LX7568'WHITE.
 LX7568'THERE IS ALSO A PARKING LOT LIGHT ON THE POLE.
 LX7568'
 LX7568'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) EAST
 LX7568'OF SOUTHBURY, 2.8 KM (1.75 MI) SOUTH-SOUTHEAST OF
 LX7568'THE JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE
 LX7568'HIGHWAY 188, 0.2 KM (0.1 MI) SOUTH OF THE TERMINAL
 LX7568'BUILDING, ON THE EAST SIDE OF THE AIRPORT, AT THE
 LX7568'PARKING LOT.
 LX7568'
 LX7568'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4823 ***********************************************************************
 LX4823  DESIGNATION -  AIRPORT BCN WINDHAM APT
 LX4823  PID         -  LX4823
 LX4823  STATE/COUNTY-  CT/WINDHAM
 LX4823  USGS QUAD   -  WILLIMANTIC (1984)
 LX4823
 LX4823                         *CURRENT SURVEY CONTROL
 LX4823  ___________________________________________________________________
 LX4823* NAD 83(1996)-  41 44 27.10315(N)    072 10 45.97537(W)     ADJUSTED  
 LX4823* NAVD 88     -                                                        
 LX4823  ___________________________________________________________________
 LX4823  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LX4823  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX4823
 LX4823  HORZ ORDER  -  THIRD
 LX4823
 LX4823.This mark is at Windham Airport (IJD)
 LX4823
 LX4823.The horizontal coordinates were established by classical geodetic methods
 LX4823.and adjusted by the National Geodetic Survey in August 1998..
 LX4823
 LX4823
 LX4823.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4823
 LX4823.The geoid height was determined by GEOID03.
 LX4823
 LX4823;                    North         East     Units Scale Factor Converg.
 LX4823;SPC CT       -   253,346.919   352,262.609   MT  0.99998966   +0 22 41.9
 LX4823;SPC CT       -   831,189.02  1,155,714.91   sFT  0.99998966   +0 22 41.9
 LX4823;UTM  18      - 4,624,850.306   734,548.528   MT  1.00027702   +1 52 43.2
 LX4823
 LX4823                          SUPERSEDED SURVEY CONTROL
 LX4823
 LX4823  NAD 83(1996)-  41 44 27.10265(N)    072 10 45.97506(W) AD(       ) 4
 LX4823  NAD 83(1992)-  41 44 27.10272(N)    072 10 45.97508(W) AD(       ) 4
 LX4823  NAD 83(1992)-  41 44 27.10330(N)    072 10 45.97587(W) AD(       ) 4
 LX4823  NAD 83(1986)-  41 44 27.10365(N)    072 10 45.97579(W) AD(       ) 4
 LX4823  NAD 27      -  41 44 26.74988(N)    072 10 47.69420(W) AD(       ) 3
 LX4823
 LX4823.Superseded values are not recommended for survey control.
 LX4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4823.See file dsdata.txt to determine how the superseded data were derived.
 LX4823
 LX4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3454924850(NAD 83)
 LX4823_MARKER: 21 = AIRPORT BEACON
 LX4823_SETTING: 0 = UNSPECIFIED SETTING
 LX4823
 LX4823  HISTORY     - Date     Condition        Report By
 LX4823  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX4823  HISTORY     - 19921231 GOOD             NGS
 LX4823
 LX4823                          STATION DESCRIPTION
 LX4823
 LX4823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4823'THE STATION IS A REVOLVING LIGHT ATOP A 4 LEGGED STEEL
 LX4823'STRUCTURE PAINTED RED AND WHITE, HAS A CAGE AROUND THE TOP AND IS
 LX4823'ABOUT 50 FEET HIGH.
 LX4823'
 LX4823'STATION IS LOCATED IN THE NORTHEAST EDGE OF WILLIMANTIC, ON THE
 LX4823'WINDHAM AIRPORT AND JUST NORTHEAST OF THE HANGAR BUILDINGS.
 LX4823
 LX4823                          STATION RECOVERY (1992)
 LX4823
 LX4823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LX4823'THE STATION IS LOCATED AT THE WINDHAM AIRPORT EAST OF THE AIRPORT
 LX4823'OFFICE AND WITHIN THE COMPOUND OF THE CITY DPW YARD.  THE STATION IS A
 LX4823'GREEN AND CLEAR ROTATING BEACON MOUNTED ON A FOUR-LEGGED STEEL TOWER
 LX4823'PAINTED RED AND WHITE.  THE POINT OBSERVED WAS THE SPINDLE OF THE
 LX4823'BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3641 ***********************************************************************
 LX3641  DESIGNATION -  AIRWAY BEACON
 LX3641  PID         -  LX3641
 LX3641  STATE/COUNTY-  CT/FAIRFIELD
 LX3641  USGS QUAD   -  ANSONIA (1984)
 LX3641
 LX3641                         *CURRENT SURVEY CONTROL
 LX3641  ___________________________________________________________________
 LX3641* NAD 83(1996)-  41 17 03.33389(N)    073 05 41.20207(W)     ADJUSTED  
 LX3641* NAVD 88     -                                                        
 LX3641  ___________________________________________________________________
 LX3641  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 LX3641  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX3641
 LX3641  HORZ ORDER  -  THIRD
 LX3641
 LX3641.The horizontal coordinates were established by classical geodetic methods
 LX3641.and adjusted by the National Geodetic Survey in August 1998..
 LX3641
 LX3641
 LX3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3641
 LX3641.The geoid height was determined by GEOID03.
 LX3641
 LX3641;                    North         East     Units Scale Factor Converg.
 LX3641;SPC CT       -   202,536.534   275,917.895   MT  0.99999256   -0 13 43.0
 LX3641;SPC CT       -   664,488.61    905,240.63   sFT  0.99999256   -0 13 43.0
 LX3641;UTM  18      - 4,572,063.876   659,545.541   MT  0.99991328   +1 15 26.4
 LX3641
 LX3641                          SUPERSEDED SURVEY CONTROL
 LX3641
 LX3641  NAD 83(1992)-  41 17 03.33273(N)    073 05 41.20187(W) AD(       ) 4
 LX3641  NAD 83(1986)-  41 17 03.33523(N)    073 05 41.20642(W) AD(       ) 4
 LX3641  NAD 27      -  41 17 02.98400(N)    073 05 42.81600(W) AD(       ) 3
 LX3641
 LX3641.Superseded values are not recommended for survey control.
 LX3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3641.See file dsdata.txt to determine how the superseded data were derived.
 LX3641
 LX3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5954672064(NAD 83)
 LX3641
 LX3641  HISTORY     - Date     Condition        Report By
 LX3641  HISTORY     - 1934     MONUMENTED       CTGS
 LX3641
 LX3641                          STATION DESCRIPTION
 LX3641
 LX3641'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3641'LOCATED ON THE E SIDE OF LONG HILL ROAD IN THE TOWN OF
 LX3641'SHELTON ABOUT 100 METERS IN THE REAR OF THE MAIN HOUSE OF
 LX3641'CENTURY FARM AND ABOUT ONE-QUARTER MILE SE FROM THE LONG HILL
 LX3641'SCHOOLHOUSE.  THE BEACON IS ON RANGE BETWEEN THE TALL STEEL WATER
 LX3641'TANK OF THE LAUREL HEIGHTS SANATARIUM (STATION CORUM) AND STATION
 LX3641'JOADY LOCATED ON THE W SIDE OF THE ROAD ABOUT ONE-HALF MILE TO
 LX3641'THE S ON LAURELWOOD FARM.  BEACON IS ABOUT 65 FEET HIGH.  ERECTED
 LX3641'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4898 ***********************************************************************
 LX4898  DESIGNATION -  AIRWAY BEACON 10
 LX4898  PID         -  LX4898
 LX4898  STATE/COUNTY-  CT/MIDDLESEX
 LX4898  USGS QUAD   -  MOODUS (1984)
 LX4898
 LX4898                         *CURRENT SURVEY CONTROL
 LX4898  ___________________________________________________________________
 LX4898* NAD 83(1996)-  41 35 14.01428(N)    072 29 18.66274(W)     ADJUSTED  
 LX4898* NAVD 88     -                                                        
 LX4898  ___________________________________________________________________
 LX4898  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX4898  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX4898
 LX4898  HORZ ORDER  -  THIRD
 LX4898
 LX4898.The horizontal coordinates were established by classical geodetic methods
 LX4898.and adjusted by the National Geodetic Survey in August 1998..
 LX4898
 LX4898
 LX4898.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4898
 LX4898.The geoid height was determined by GEOID03.
 LX4898
 LX4898;                    North         East     Units Scale Factor Converg.
 LX4898;SPC CT       -   236,159.622   326,603.690   MT  0.99998358   +0 10 24.2
 LX4898;SPC CT       -   774,800.36  1,071,532.27   sFT  0.99998358   +0 10 24.2
 LX4898;UTM  18      - 4,606,994.515   709,341.874   MT  1.00013933   +1 40 03.4
 LX4898
 LX4898                          SUPERSEDED SURVEY CONTROL
 LX4898
 LX4898  NAD 83(1992)-  41 35 14.01362(N)    072 29 18.66261(W) AD(       ) 4
 LX4898  NAD 83(1986)-  41 35 14.01540(N)    072 29 18.66454(W) AD(       ) 4
 LX4898  NAD 27      -  41 35 13.64900(N)    072 29 20.36300(W) AD(       ) 3
 LX4898
 LX4898.Superseded values are not recommended for survey control.
 LX4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4898.See file dsdata.txt to determine how the superseded data were derived.
 LX4898
 LX4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0934206995(NAD 83)
 LX4898
 LX4898  HISTORY     - Date     Condition        Report By
 LX4898  HISTORY     - 1935     MONUMENTED       CGS
 LX4898  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX4898  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4898
 LX4898                          STATION DESCRIPTION
 LX4898
 LX4898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX4898'THIS LIGHT IS OFFICIALLY KNOWN AS SITE 10, ON THE LIGHTED NEW
 LX4898'YORK-BOSTON AIRWAYS.  IT IS MAINTAINED BY THE BUREAU OF AIR
 LX4898'COMMERCE OF THE U.S. DEPARTMENT OF COMMERCE.
 LX4898'
 LX4898'GO E ON ROUTE 14, 1.15 MILES FROM ITS INTERSECTION WITH NORTH
 LX4898'MAIN STREET IN THE VILLAGE OF EAST HAMPTON, THEN TURN RIGHT ON
 LX4898'PRIVATE DRIVEWAY AND GO 0.4 MILE DIRECTLY TO TOWER.
 LX4898'
 LX4898'THE LIGHT IS SUPPORTED ON A SKELETON STEEL STRUCTURE RESTING ON
 LX4898'A FLAT CONCRETE SLAB.  A DIRECTIONAL ARROW OF CORRUGATED IRON
 LX4898'POINTS EASTERLY.  ARROW AND ALTERNATE SECTIONS OF THE TOWER ARE
 LX4898'PAINTED RED.  REST OF TOWER IS PAINTED WHITE.  AT THE TOP IS A
 LX4898'SQUARE STEEL PLATFORM ABOUT 5 FEET ON A SIDE.  ABOVE THE PLATFORM
 LX4898'IS A ROTATING LIGHT.
 LX4898'
 LX4898'CENTER IS CENTER LINE OF LIGHT.  TOWER IS 48.5 FEET TO THE
 LX4898'PLATFORM.
 LX4898
 LX4898                          STATION RECOVERY (1942)
 LX4898
 LX4898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4898'STATION IS A STANDARD DEPARTMENT OF COMMERCE AIRWAY BEACON,
 LX4898'LOCATED ON A HILL KNOWN AS BAKER HILL, ABOUT 1.5 MILES N AND E OF
 LX4898'EAST HAMPTON, OWNER OF LAND UNKNOWN.
 LX4898'
 LX4898'TO REACH FROM THE INTERSECTIONS OF HIGHWAYS 14 AND 196 IN
 LX4898'THE N PART OF EAST HAMPTON, INTERSECTION KNOWN AS THE FOUR
 LX4898'CORNERS, GO N AND E ON HIGHWAY NO. 14 FOR 1.15 MILES TO THE TOP
 LX4898'OF GRADE, WITH A LARGE FARM HOUSE ON THE LEFT.  FAINT ROADS LEAD
 LX4898'LEFT AND RIGHT AT THIS POINT, TAKE TRAIL TO THE RIGHT UP HILL FOR
 LX4898'0.5 MILE TO THE TOP OF THE HILL AND THE SITE OF THE BEACON.
 LX4898
 LX4898                          STATION RECOVERY (1962)
 LX4898
 LX4898'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4898'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4840 ***********************************************************************
 LX4840  DESIGNATION -  AIRWAY BEACON 11
 LX4840  PID         -  LX4840
 LX4840  STATE/COUNTY-  CT/TOLLAND
 LX4840  USGS QUAD   -  COLUMBIA (1984)
 LX4840
 LX4840                         *CURRENT SURVEY CONTROL
 LX4840  ___________________________________________________________________
 LX4840* NAD 83(1996)-  41 40 20.81166(N)    072 20 17.40840(W)     ADJUSTED  
 LX4840* NAVD 88     -                                                        
 LX4840  ___________________________________________________________________
 LX4840  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LX4840  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX4840
 LX4840  HORZ ORDER  -  THIRD
 LX4840
 LX4840.The horizontal coordinates were established by classical geodetic methods
 LX4840.and adjusted by the National Geodetic Survey in August 1998..
 LX4840
 LX4840
 LX4840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4840
 LX4840.The geoid height was determined by GEOID03.
 LX4840
 LX4840;                    North         East     Units Scale Factor Converg.
 LX4840;SPC CT       -   245,673.430   339,094.936   MT  0.99998607   +0 16 23.0
 LX4840;SPC CT       -   806,013.58  1,112,513.97   sFT  0.99998607   +0 16 23.0
 LX4840;UTM  18      - 4,616,832.988   721,582.803   MT  1.00020424   +1 46 13.8
 LX4840
 LX4840                          SUPERSEDED SURVEY CONTROL
 LX4840
 LX4840  NAD 83(1996)-  41 40 20.81121(N)    072 20 17.40805(W) AD(       ) 4
 LX4840  NAD 83(1992)-  41 40 20.81115(N)    072 20 17.40818(W) AD(       ) 4
 LX4840  NAD 83(1992)-  41 40 20.81248(N)    072 20 17.40953(W) AD(       ) 4
 LX4840  NAD 83(1986)-  41 40 20.81236(N)    072 20 17.40957(W) AD(       ) 4
 LX4840  NAD 27      -  41 40 20.45800(N)    072 20 19.11200(W) AD(       ) 3
 LX4840
 LX4840.Superseded values are not recommended for survey control.
 LX4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4840.See file dsdata.txt to determine how the superseded data were derived.
 LX4840
 LX4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2158316833(NAD 83)
 LX4840
 LX4840  HISTORY     - Date     Condition        Report By
 LX4840  HISTORY     - 1942     MONUMENTED       CGS
 LX4840  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4840  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 LX4840
 LX4840                          STATION DESCRIPTION
 LX4840
 LX4840'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4840'THE STATION IS A STANDARD DEPARTMENT OF COMMERCE AIRWAY BEACON
 LX4840'NO. 11 ON THE NEW YORK-BOSTON ROUTE.  IT IS A STEEL TOWER
 LX4840'STRUCTURE, PAINTED RED AND WHITE WITH A REVOLVING LIGHT AT THE TOP,
 LX4840'AND IS LOCATED ON PROPERTY OWNED BY MR. G.C. ROBINSON.
 LX4840'
 LX4840'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO. 85 AND
 LX4840'U.S. NO. 6-A IN HEBRON, GO E AND N ON U.S. 6-A FOR 1.7 MILES TO
 LX4840'THE SKYLINE TOURIST CAMP ON THE LEFT AND A T ROAD RIGHT, TURN
 LX4840'RIGHT AND GO 0.25 MILE TO THE STATION IN A FIELD ON THE RIGHT.
 LX4840
 LX4840                          STATION RECOVERY (1962)
 LX4840
 LX4840'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4840'STATION WAS RECOVERED IN GOOD CONDITION.
 LX4840
 LX4840                          STATION RECOVERY (2001)
 LX4840
 LX4840'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX4840'THIS AIRWAY BEACON NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3729 ***********************************************************************
 LW3729  DESIGNATION -  ALEX
 LW3729  PID         -  LW3729
 LW3729  STATE/COUNTY-  CT/WINDHAM
 LW3729  USGS QUAD   -  DANIELSON (1970)
 LW3729
 LW3729                         *CURRENT SURVEY CONTROL
 LW3729  ___________________________________________________________________
 LW3729* NAD 83(1996)-  41 51 26.72192(N)    071 54 52.00910(W)     ADJUSTED  
 LW3729* NAVD 88     -       121.3    (meters)     398.     (feet)  VERTCON   
 LW3729  ___________________________________________________________________
 LW3729  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LW3729  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW3729
 LW3729  HORZ ORDER  -  FIRST
 LW3729
 LW3729.The horizontal coordinates were established by classical geodetic methods
 LW3729.and adjusted by the National Geodetic Survey in August 1998..
 LW3729
 LW3729.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3729
 LW3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3729
 LW3729.The geoid height was determined by GEOID03.
 LW3729
 LW3729;                    North         East     Units Scale Factor Converg.
 LW3729;SPC CT       -   266,471.916   374,179.987   MT  0.99999908   +0 33 14.5
 LW3729;SPC CT       -   874,249.94  1,227,622.17   sFT  0.99999908   +0 33 14.5
 LW3729;UTM  19      - 4,638,053.727   258,082.783   MT  1.00032022   -1 56 44.5
 LW3729
 LW3729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3729!SPC CT       -   0.99998564  x   0.99999908  =   0.99998472
 LW3729!UTM  19      -   0.99998564  x   1.00032022  =   1.00030586
 LW3729
 LW3729|---------------------------------------------------------------------|
 LW3729| PID    Reference Object                     Distance      Geod. Az  |
 LW3729|                                                           dddmmss.s |
 LW3729| CB7041 ALEX RM 1                             8.427 METERS 00003     |
 LW3729| LW3738 PUTNAM RAD STA WINY MAST            APPROX. 5.2 KM 0181233.2 |
 LW3729| LW3692 KILLINGLY MICROWAVE TOWER           APPROX. 7.9 KM 0782910.1 |
 LW3729| LW3728 ALEX RM 2                             9.284 METERS 16642     |
 LW3729| LW3723 ALEX RM 3 AZIMUTH                   201.887 METERS 20454     |
 LW3729|---------------------------------------------------------------------|
 LW3729
 LW3729                          SUPERSEDED SURVEY CONTROL
 LW3729
 LW3729  NAD 83(1996)-  41 51 26.72158(N)    071 54 52.00890(W) AD(       ) 1
 LW3729  NAD 83(1992)-  41 51 26.72128(N)    071 54 52.00842(W) AD(       ) 1
 LW3729  NAD 83(1992)-  41 51 26.72131(N)    071 54 52.00870(W) AD(       ) 1
 LW3729  NAD 83(1986)-  41 51 26.72213(N)    071 54 52.00797(W) AD(       ) 1
 LW3729  NAD 27      -  41 51 26.36682(N)    071 54 53.74207(W) AD(       ) 1
 LW3729  NGVD 29 (07/19/86)  121.5    (m)          399.     (f) VERT ANG       
 LW3729
 LW3729.Superseded values are not recommended for survey control.
 LW3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3729.See file dsdata.txt to determine how the superseded data were derived.
 LW3729
 LW3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5808338054(NAD 83)
 LW3729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3729_SETTING: 66 = SET IN ROCK OUTCROP
 LW3729_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3729+STABILITY: POSITION/ELEVATION WELL
 LW3729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3729+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 LW3729
 LW3729  HISTORY     - Date     Condition        Report By
 LW3729  HISTORY     - 1977     MONUMENTED       NGS
 LW3729  HISTORY     - 20050823 GOOD             GEOCAC
 LW3729
 LW3729                          STATION DESCRIPTION
 LW3729
 LW3729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3729'THE STATION IS ABOUT 4 MILES SOUTH OF PUTNAM, 3-3/4 MILES
 LW3729'NORTH NORTHWEST OF DANIELSON, 1-1/2 MILES NORTHWEST OF
 LW3729'DAYVILLE AND ON PROPERTY OWNED BY CONNECTICUT POWER AND LIGHT
 LW3729'COMPANY, 107 SELDON STREET, BERLIN, CONNECTICUT.
 LW3729'
 LW3729'TO REACH THE STATION FROM THE POST OFFICE IN DAYVILLE, GO WEST
 LW3729'ON STATE HIGHWAY 101 FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN
 LW3729'RIGHT AND GO NORTH ON LAKE ROAD FOR 0.3 MILE TO A SMALL GRAVEL
 LW3729'PARKING LOT ON THE RIGHT.  TURN RIGHT THRU THE PARKING LOT TO
 LW3729'THE NORTHEAST CORNER OF THE LOT.  CONTINUE NORTHERLY ON A TRACK
 LW3729'ROAD ALONGSIDE OF AND UNDERNEATH SOME HIGH LINES FOR 0.15 MILES
 LW3729'TO THE RM 3 ON THE LEFT.  CONTINUE NORTHERLY ON THE TRACK ROAD
 LW3729'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 LW3729'
 LW3729'STATION MARK, STAMPED---ALEX 1977---, IS A STANDARD DISK
 LW3729'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 121
 LW3729'FEET SOUTHWEST OF POWER POLE NUMBER 1506, 38 FEET SOUTHEAST OF
 LW3729'THE TRACK ROAD AND UNDER THE CENTER WIRE IN A HIGH LINE OF THREE
 LW3729'
 LW3729'REFERENCE MARK 1, STAMPED---ALEX NO 1 1977---, IS A STANDARD
 LW3729'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 LW3729'93 FEET SOUTHWEST OF POWER POLE NUMBER 1506, 30 FEET SOUTHEAST
 LW3729'OF THE TRACK ROAD AND UNDER THE WESTERN MOST WIRE OF THE CENTER
 LW3729'HIGH LINE OF THREE.
 LW3729'
 LW3729'REFERENCE MARK 2, STAMPED---ALEX NO 2 1977---, IS A STANDARD
 LW3729'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 147
 LW3729'FEET SOUTHWEST OF POWER POLE NUMBER 1506, 52 FEET SOUTHEAST OF
 LW3729'THE TRACK ROAD AND UNDER THE MOST EASTERN WIRE OF THE CENTER
 LW3729'HIGH LINE OF THREE.
 LW3729'
 LW3729'REFERENCE MARK 3, STAMPED---ALEX NO 3 1977---, IS A STANDARD
 LW3729'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3
 LW3729'INCHES.  IT IS 69 FEET SOUTHEAST OF THE TREE LINE, 53 FEET
 LW3729'NORTHWEST OF THE TRACK ROAD AND 9 FEET NORTHWEST OF A METAL
 LW3729'WITNESS POST.
 LW3729'
 LW3729'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.6 METERS.
 LW3729'
 LW3729'DESCRIBED BY W. R. ODUM.
 LW3729
 LW3729                          STATION RECOVERY (2005)
 LW3729
 LW3729'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW3729'FOUND THE STATION AND RM1 IN POOR CONDITION. RM2 IS IN GOOD CONDITION.
 LW3729'DID NOT FIND RM3 DUE TO VAGUE DESCRIPTION AND LACK OF TIME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3723 ***********************************************************************
 LW3723  DESIGNATION -  ALEX RM 3 AZIMUTH
 LW3723  PID         -  LW3723
 LW3723  STATE/COUNTY-  CT/WINDHAM
 LW3723  USGS QUAD   -  DANIELSON (1970)
 LW3723
 LW3723                         *CURRENT SURVEY CONTROL
 LW3723  ___________________________________________________________________
 LW3723* NAD 83(1996)-  41 51 20.78675(N)    071 54 55.69456(W)     ADJUSTED  
 LW3723* NAVD 88     -       117.0    (meters)     384.     (feet)  VERTCON   
 LW3723  ___________________________________________________________________
 LW3723  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LW3723  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW3723
 LW3723  HORZ ORDER  -  SECOND
 LW3723
 LW3723.The horizontal coordinates were established by classical geodetic methods
 LW3723.and adjusted by the National Geodetic Survey in August 1998..
 LW3723
 LW3723.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3723
 LW3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3723
 LW3723.The geoid height was determined by GEOID03.
 LW3723
 LW3723;                    North         East     Units Scale Factor Converg.
 LW3723;SPC CT       -   266,287.986   374,096.753   MT  0.99999891   +0 33 12.0
 LW3723;SPC CT       -   873,646.50  1,227,349.10   sFT  0.99999891   +0 33 12.0
 LW3723;UTM  19      - 4,637,873.545   257,991.577   MT  1.00032076   -1 56 46.7
 LW3723
 LW3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3723!SPC CT       -   0.99998632  x   0.99999891  =   0.99998523
 LW3723!UTM  19      -   0.99998632  x   1.00032076  =   1.00030708
 LW3723
 LW3723|---------------------------------------------------------------------|
 LW3723| PID    Reference Object                     Distance      Geod. Az  |
 LW3723|                                                           dddmmss.s |
 LW3723| LW3729 ALEX                                201.887 METERS 02454     |
 LW3723| LW3728 ALEX RM 2                           194.676 METERS 02635     |
 LW3723|---------------------------------------------------------------------|
 LW3723
 LW3723                          SUPERSEDED SURVEY CONTROL
 LW3723
 LW3723  NAD 83(1996)-  41 51 20.78641(N)    071 54 55.69435(W) AD(       ) 2
 LW3723  NAD 83(1992)-  41 51 20.78611(N)    071 54 55.69387(W) AD(       ) 2
 LW3723  NAD 83(1992)-  41 51 20.78614(N)    071 54 55.69416(W) AD(       ) 2
 LW3723  NAD 83(1986)-  41 51 20.78696(N)    071 54 55.69343(W) AD(       ) 2
 LW3723  NAD 27      -  41 51 20.43160(N)    071 54 57.42743(W) AD(       ) 2
 LW3723  NGVD 29 (07/19/86)  117.2    (m)          385.     (f) VERT ANG       
 LW3723
 LW3723.Superseded values are not recommended for survey control.
 LW3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3723.See file dsdata.txt to determine how the superseded data were derived.
 LW3723
 LW3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5799237874(NAD 83)
 LW3723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3723_SETTING: 80 = SET IN A BOULDER
 LW3723_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3723+STABILITY: SURFACE MOTION
 LW3723
 LW3723  HISTORY     - Date     Condition        Report By
 LW3723  HISTORY     - 1977     MONUMENTED       NGS
 LW3723
 LW3723                          STATION DESCRIPTION
 LW3723
 LW3723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3723'THE STATION IS ABOUT 4 MILES SOUTH OF PUTNAM, 3-3/4 MILES
 LW3723'NORTH-NORTHWEST
 LW3723'OF DANIELSON, 1-1/2 MILES NORTHWEST OF DAYVILLE AND
 LW3723'ON PROPERTY OWNED BY CONNECTICUT LIGHT AND POWER COMPANY, 107
 LW3723'SELDON STREET, BERLIN, CONNECTICUT.
 LW3723'
 LW3723'TO REACH THE STATION FROM THE POST OFFICE IN DAYVILLE,
 LW3723'GO WEST ON
 LW3723'STATE HIGHWAY 101 FOR 1.5 MILES TO A SIDE ROAD RIGHT.  TURN
 LW3723'RIGHT AND GO NORTHERLY ON LAKE ROAD FOR 0.3 MILE TO A SMALL
 LW3723'GRAVEL PARKING LOT ON THE RIGHT AND A HIGH LINE CROSSING THE
 LW3723'ROAD.  TURN RIGHT PASSING THRU THE PARKING LOT TO THE NORTHEAST
 LW3723'CORNER.  CONTINUE NORTHERLY ON A TRACK ROAD ALONG SIDE OF AND
 LW3723'UNDER THE HIGH LINE FOR 0.15 MILE TO THE STATION ON THE LEFT.
 LW3723'
 LW3723'STATION MARK, STAMPED---ALEX NO 3 1977---, IS A STANDARD
 LW3723'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER.
 LW3723'IT IS 69 FEET SOUTHEAST OF A TREE LINE, 53 FEET NORTHWEST OF
 LW3723'THE TRACK ROAD, 9 FEET NORTHWEST OF A METAL WITNESS POST AND
 LW3723'UNDER THE THIRD HIGH LINE FROM THE WEST OF THE WESTERN MOST
 LW3723'HIGH LINE OF THREE.
 LW3723'
 LW3723'DESCRIBED BY W. R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3680 ***********************************************************************
 LW3680  DESIGNATION -  ALLEN
 LW3680  PID         -  LW3680
 LW3680  STATE/COUNTY-  CT/WINDHAM
 LW3680  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3680
 LW3680                         *CURRENT SURVEY CONTROL
 LW3680  ___________________________________________________________________
 LW3680* NAD 83(1996)-  41 48 34.95031(N)    071 52 19.17766(W)     ADJUSTED  
 LW3680* NAVD 88     -       113.0    (meters)     371.     (feet)  VERTCON   
 LW3680  ___________________________________________________________________
 LW3680  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LW3680  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW3680
 LW3680  HORZ ORDER  -  FIRST
 LW3680
 LW3680.The horizontal coordinates were established by classical geodetic methods
 LW3680.and adjusted by the National Geodetic Survey in August 1998..
 LW3680
 LW3680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3680
 LW3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3680
 LW3680.The geoid height was determined by GEOID03.
 LW3680
 LW3680;                    North         East     Units Scale Factor Converg.
 LW3680;SPC CT       -   261,207.524   377,758.776   MT  0.99999472   +0 34 55.8
 LW3680;SPC CT       -   856,978.35  1,239,363.58   sFT  0.99999472   +0 34 55.8
 LW3680;SPC RI       -    80,739.463    69,088.547   MT  1.00000550   -0 14 52.8
 LW3680;SPC RI       -   264,892.72    226,668.01   sFT  1.00000550   -0 14 52.8
 LW3680;UTM  19      - 4,632,636.619   261,429.708   MT  1.00030043   -1 54 55.9
 LW3680
 LW3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3680!SPC CT       -   0.99998697  x   0.99999472  =   0.99998169
 LW3680!SPC RI       -   0.99998697  x   1.00000550  =   0.99999247
 LW3680!UTM  19      -   0.99998697  x   1.00030043  =   1.00028739
 LW3680
 LW3680|---------------------------------------------------------------------|
 LW3680| PID    Reference Object                     Distance      Geod. Az  |
 LW3680|                                                           dddmmss.s |
 LW3680| LW3679 B2331                               186.003 METERS 01808     |
 LW3680| LW3678 B2331 CTDT 1976 A PT                179.243 METERS 02109     |
 LW3680| LW3687 1370X A PT                          250.379 METERS 09740     |
 LW3680| LW3688 1370X                               245.177 METERS 09823     |
 LW3680| LW3681 B1875                               238.094 METERS 18848     |
 LW3680| CB7042 ALLEN RM 1                           28.840 METERS 19251     |
 LW3680| LW3707 BORMON                              APPROX. 5.4 KM 2454601.1 |
 LW3680| LW3699 DANIELSON WINCHESTER CORP TANK      APPROX. 1.3 KM 3092833.6 |
 LW3680| CB7043 ALLEN RM 2                           12.319 METERS 34716     |
 LW3680|---------------------------------------------------------------------|
 LW3680
 LW3680                          SUPERSEDED SURVEY CONTROL
 LW3680
 LW3680  NAD 83(1996)-  41 48 34.94988(N)    071 52 19.17734(W) AD(       ) 1
 LW3680  NAD 83(1992)-  41 48 34.94948(N)    071 52 19.17704(W) AD(       ) 1
 LW3680  NAD 83(1992)-  41 48 34.94946(N)    071 52 19.17744(W) AD(       ) 1
 LW3680  NAD 83(1986)-  41 48 34.95009(N)    071 52 19.17675(W) AD(       ) 1
 LW3680  NAD 27      -  41 48 34.59470(N)    071 52 20.92332(W) AD(       ) 1
 LW3680  NGVD 29 (07/19/86)  113.2    (m)          371.     (f) VERT ANG       
 LW3680
 LW3680.Superseded values are not recommended for survey control.
 LW3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3680.See file dsdata.txt to determine how the superseded data were derived.
 LW3680
 LW3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6143032637(NAD 83)
 LW3680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3680+STABILITY: SURFACE MOTION
 LW3680
 LW3680  HISTORY     - Date     Condition        Report By
 LW3680  HISTORY     - 1974     MONUMENTED       NGS
 LW3680  HISTORY     - 19961207 GOOD             USPSQD
 LW3680
 LW3680                          STATION DESCRIPTION
 LW3680
 LW3680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3680'STATION IS ABOUT 1/2 MILE NORTHEAST OF DANIELSON, ALONG
 LW3680'THE WEST SIDE OF THE NORTH BOUND LANE OF STATE HIGHWAY 52, AT
 LW3680'THE WESTCOTT ROAD UNDERPASS AND ON THE HIGHWAY RIGHT-OF-WAY.
 LW3680'
 LW3680'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW3680'NORTHEAST ON MAIN STREET (STATE HIGHWAY 12) FOR 0.55 MILE TO A
 LW3680'CROSS STREET.  TURN RIGHT AND GO EAST ON WESTCOTT ROAD FOR 0.4
 LW3680'MILE TO AN OVERPASS AT THE JUNCTION OF STATE HIGHWAY 52 AND
 LW3680'THE STATION ON THE WEST SIDE OF THE NORTH BOUND LANE OF
 LW3680'HIGHWAY 52 JUST NORTH OF THE OVERPASS.  TO REACH 1370X (AZ MK)
 LW3680'FROM THE OVERPASS, GO EAST ON WESTCOTT ROAD FOR 0.15 MILE TO
 LW3680'THE JUNCTION OF REYNOLDS STREET ON THE RIGHT AND THE MARK ON
 LW3680'THE LEFT AS DESCRIBED.
 LW3680'
 LW3680'THE STATION MARKS ARE STANDARD DISKS STAMPED ALLEN 1974.  THE
 LW3680'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LW3680'GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN
 LW3680'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE
 LW3680'GROUND SURFACE.  THEY ARE 94.5 FEET NORTH-NORTHEAST OF THE NORTH
 LW3680'CORNER OF THE NORTH BOUND LANE OVERPASS, 48 FEET
 LW3680'EAST-SOUTHEAST OF CENTER OF THE SOUTH BOUND LANE OF THE
 LW3680'HIGHWAY, 21 FEET WEST-NORTHWEST OF CENTER OF THE NORTH BOUND
 LW3680'LANE AND 7.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3680'
 LW3680'REFERENCE MARK 1, STAMPED ALLEN NO 1 1974, IS A STANDARD DISK
 LW3680'CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT AT THE NORTH
 LW3680'CORNER OF THE OVERPASS.  IT IS 19 FEET WEST-NORTHWEST OF CENTER
 LW3680'OF THE NORTH BOUND LANE OF THE HIGHWAY.
 LW3680'
 LW3680'REFERENCE MARK 2, STAMPED ALLEN NO 2 1974, IS A STANDARD DISK
 LW3680'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LW3680'IS 139 FEET NORTHEAST OF THE EAST CORNER OF THE SOUTH BOUND
 LW3680'LANE OVERPASS, 39.5 FEET WEST-NORTHWEST OF CENTER OF THE
 LW3680'NORTH BOUND LANE AND 30 FEET EAST OF CENTER OF THE SOUTH
 LW3680'BOUND LANE.
 LW3680'
 LW3680'(AZ MK), STAMPED 1370X, IS A COAST AND GEODETIC SURVEY AND
 LW3680'STATE SURVEY DISK SET IN TOP OF A 6-INCH SQUARE CONCRETE POST
 LW3680'WHICH IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 22
 LW3680'FEET NORTH OF CENTER OF WESTCOTT ROAD, 19 FEET SOUTH OF CENTER
 LW3680'OF A PAVED ROAD AND 7 FEET SOUTH-SOUTHWEST OF A HIGHWAY
 LW3680'STOP SIGN.
 LW3680'
 LW3680'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARK, SHRUBBERY ON LINE.
 LW3680'
 LW3680'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 LW3680
 LW3680                          STATION RECOVERY (1996)
 LW3680
 LW3680'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5139 ***********************************************************************
 LX5139  DESIGNATION -  ALLING
 LX5139  PID         -  LX5139
 LX5139  STATE/COUNTY-  CT/NEW LONDON
 LX5139  USGS QUAD   -  UNCASVILLE (1984)
 LX5139
 LX5139                         *CURRENT SURVEY CONTROL
 LX5139  ___________________________________________________________________
 LX5139* NAD 83(1996)-  41 27 38.82794(N)    072 00 06.30581(W)     ADJUSTED  
 LX5139* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 LX5139  ___________________________________________________________________
 LX5139  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LX5139  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5139
 LX5139  HORZ ORDER  -  SECOND
 LX5139
 LX5139.The horizontal coordinates were established by classical geodetic methods
 LX5139.and adjusted by the National Geodetic Survey in August 1998..
 LX5139
 LX5139.The orthometric height was scaled from a topographic map.
 LX5139
 LX5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5139
 LX5139.The geoid height was determined by GEOID03.
 LX5139
 LX5139;                    North         East     Units Scale Factor Converg.
 LX5139;SPC CT       -   222,354.508   367,312.372   MT  0.99998395   +0 29 46.1
 LX5139;SPC CT       -   729,508.08  1,205,090.67   sFT  0.99998395   +0 29 46.1
 LX5139;UTM  18      - 4,594,250.806   750,407.297   MT  1.00037173   +1 59 10.3
 LX5139;UTM  19      - 4,594,260.960   249,300.087   MT  1.00037354   -1 59 18.7
 LX5139
 LX5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5139!SPC CT       -   0.99998709  x   0.99998395  =   0.99997104
 LX5139!UTM  18      -   0.99998709  x   1.00037173  =   1.00035882
 LX5139!UTM  19      -   0.99998709  x   1.00037354  =   1.00036063
 LX5139
 LX5139:                Primary Azimuth Mark                     Grid Az
 LX5139:SPC CT       -  STEWART                                  078 34 01.5
 LX5139:UTM  18      -  STEWART                                  077 04 37.3
 LX5139:UTM  19      -  STEWART                                  081 03 06.3
 LX5139
 LX5139|---------------------------------------------------------------------|
 LX5139| PID    Reference Object                     Distance      Geod. Az  |
 LX5139|                                                           dddmmss.s |
 LX5139| LW3462 STEWART                             APPROX.10.2 KM 0790347.6 |
 LX5139| CZ6005 ALLING RM 1                           4.517 METERS 25535     |
 LX5139| CZ6004 ALLING AZ MK                                       2804725.4 |
 LX5139| CZ6006 ALLING RM 2                          35.966 METERS 33500     |
 LX5139|---------------------------------------------------------------------|
 LX5139
 LX5139                          SUPERSEDED SURVEY CONTROL
 LX5139
 LX5139  NAD 83(1992)-  41 27 38.82685(N)    072 00 06.30509(W) AD(       ) 2
 LX5139  NAD 83(1986)-  41 27 38.82718(N)    072 00 06.30750(W) AD(       ) 2
 LX5139  NAD 27      -  41 27 38.47415(N)    072 00 08.03020(W) AD(       ) 2
 LX5139
 LX5139.Superseded values are not recommended for survey control.
 LX5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5139.See file dsdata.txt to determine how the superseded data were derived.
 LX5139
 LX5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5040794251(NAD 83)
 LX5139_MARKER: DD = SURVEY DISK
 LX5139_SETTING: 66 = SET IN ROCK OUTCROP
 LX5139_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5139+STABILITY: POSITION/ELEVATION WELL
 LX5139
 LX5139  HISTORY     - Date     Condition        Report By
 LX5139  HISTORY     - 1940     MONUMENTED       CTGS
 LX5139  HISTORY     - 1971     MARK NOT FOUND   CTGS
 LX5139  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5139
 LX5139                          STATION DESCRIPTION
 LX5139
 LX5139'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LX5139'STATION IS IN A PASTURE LOT ON PROPERTY OWNED BY J. MCGUIRE ABOUT
 LX5139'3-1/2 MILES (AIRLINE) EAST OF THE THAMES RIVER, AND ABOUT 5-1/2
 LX5139'MILES SE OF THE CENTER OF NORWICH.
 LX5139'
 LX5139'TO REACH FROM THE INTERSECTION OF ROUTES 164 AND 2 IN PRESTON,
 LX5139'GO WEST ON ROUTE 2 0.6 MILE TO SHEWVILLE ROAD LEFT (S).  GO
 LX5139'SOUTH ON THE SHEWVILLE ROAD 1.0 MILE TO DIRT ROAD RIGHT (W) AT OLD
 LX5139'SCHOOL HOUSE.  GO WEST AND SW ON THIS DIRT ROAD 0.9 MILE TO FOUR
 LX5139'CORNERS.  CONTINUE STRAIGHT SW 0.5 MILE TO GREY SHINGLED HOUSE
 LX5139'RIGHT (NW) AND DRIVEWAY ON LEFT (SE).  TURN INTO THIS DRIVEWAY
 LX5139'AND PROCEED SE 600 FEET (PASSING OLD HOUSE, MCGUIRES, ON LEFT)
 LX5139'TO BARWAY AT END OF BARNYARD.  PROCEED EAST ON PASTURE ROAD
 LX5139'ABOUT 2000 FEET TO STATION IN LAST PASTURE LOT.
 LX5139'
 LX5139'STATION IS IN SE CORNER OF SAID LOT IN OUTCROPPING BEDROCK 2
 LX5139'FEET SQUARE AND ABOUT 6 INCHES HIGH.  IT IS A DISK STAMPED
 LX5139'ALLING-1940 CEMENTED IN A DRILL HOLE.
 LX5139'
 LX5139'AZIMUTH MARK IS A STANDARD DISK STAMPED ALLING-1940 CEMENTED
 LX5139'IN A DRILL HOLE IN FLAT OUTCROP 15 FEET IN DIAMETER AND ABOUT
 LX5139'1 FOOT HIGH IN NEXT PASTURE LOT 750 FEET WEST OF STATION, 60 FEET
 LX5139'NORTH OF TRAVEL-WAY, AND 130 FEET EAST OF N-S WALL.
 LX5139'
 LX5139'R.M. 1 IS A STANDARD DISK STAMPED ALLING-1940-NO.1 CEMENTED IN
 LX5139'OUTCROP 2 FEET BY 1 FOOT AND 3 INCHES HIGH, 100 FEET EAST OF
 LX5139'N-S WALL, AND 148.2 WSW OF STATION.
 LX5139'
 LX5139'R.M. 2 IS A STANDARD DISK STAMPED ALLING-1940-NO. 2 CEMENTED IN
 LX5139'OUTCROP 3 FEET BY 2 FEET AND 10 INCHES HIGH, 120 FEET WEST OF
 LX5139'N-S WALL AND 118.0 FEET NNW OF STATION.
 LX5139'
 LX5139'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 LX5139
 LX5139                          STATION RECOVERY (1971)
 LX5139
 LX5139'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX5139'THE STATION WAS NOT FOUND AND APPEARS TO BE OUT BY GRADING OF
 LX5139'LAND.  REFERENCE MARK 1 AND REFERENCE MARK 2 ARE IN GOOD CONDITION.
 LX5139'
 LX5139'TO REACH THE STATION FROM LEDYARD AT THE INTERSECTION OF ROUTE
 LX5139'12 AND STODDARDS WHARF ROAD (ROUTE 214) GO EAST ON ROUTE 214 FOR
 LX5139'2.9 MILES TO ROUTE 117 (CENTER GROTON ROAD), TURN LEFT, NORTH
 LX5139'ON ROUTE 117 FOR 0.75 MILE TO CHURCH HILL ROAD, GO RIGHT (NE) FOR
 LX5139'0.45 MILE TO SILAS DEANE ROAD, AND THEN GO 0.5 MILE TO STATION
 LX5139'ALLING 235 FEET SOUTH OF THE CENTER LINE OF SILAS DEANE ROAD.
 LX5139
 LX5139                          STATION RECOVERY (1984)
 LX5139
 LX5139'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5139'ALLING 1940 NOT FOUND - ASSUMED DESTROYED.
 LX5139'ALLING 1940 RM 1 FOUND GOOD.
 LX5139'ALLING 1940 RM 2 FOUND GOOD.
 LX5139'AZIMUTH MARK MUTILATED - FOUND PARTLY PRIED FROM DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4663 ***********************************************************************
 LX4663  DESIGNATION -  ALWORTH
 LX4663  PID         -  LX4663
 LX4663  STATE/COUNTY-  CT/WINDHAM
 LX4663  USGS QUAD   -  HAMPTON (1984)
 LX4663
 LX4663                         *CURRENT SURVEY CONTROL
 LX4663  ___________________________________________________________________
 LX4663* NAD 83(1996)-  41 47 27.34569(N)    072 00 54.67519(W)     ADJUSTED  
 LX4663* NAVD 88     -       223.0    (meters)     732.     (feet)  VERTCON   
 LX4663  ___________________________________________________________________
 LX4663  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LX4663  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX4663
 LX4663  HORZ ORDER  -  FIRST
 LX4663
 LX4663.The horizontal coordinates were established by classical geodetic methods
 LX4663.and adjusted by the National Geodetic Survey in August 1998..
 LX4663
 LX4663.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4663
 LX4663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4663
 LX4663.The geoid height was determined by GEOID03.
 LX4663
 LX4663;                    North         East     Units Scale Factor Converg.
 LX4663;SPC CT       -   259,010.791   365,878.103   MT  0.99999320   +0 29 14.0
 LX4663;SPC CT       -   849,771.24  1,200,385.08   sFT  0.99999320   +0 29 14.0
 LX4663;UTM  18      - 4,630,870.987   748,015.302   MT  1.00035700   +1 59 24.5
 LX4663;UTM  19      - 4,630,959.146   249,460.495   MT  1.00037249   -2 00 37.5
 LX4663
 LX4663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4663!SPC CT       -   0.99996971  x   0.99999320  =   0.99996291
 LX4663!UTM  18      -   0.99996971  x   1.00035700  =   1.00032670
 LX4663!UTM  19      -   0.99996971  x   1.00037249  =   1.00034219
 LX4663
 LX4663:                Primary Azimuth Mark                     Grid Az
 LX4663:SPC CT       -  EASTER                                   004 00 51.8
 LX4663:UTM  18      -  EASTER                                   002 30 41.3
 LX4663:UTM  19      -  EASTER                                   006 30 43.3
 LX4663
 LX4663|---------------------------------------------------------------------|
 LX4663| PID    Reference Object                     Distance      Geod. Az  |
 LX4663|                                                           dddmmss.s |
 LX4663| LX4660 EASTER                              APPROX. 5.3 KM 0043005.8 |
 LX4663| LW3716 BROOKLYN STATE POLICE MAST          APPROX. 4.3 KM 0491016.3 |
 LX4663| LW3700 DANIELSON ARROW HART TANK           APPROX.10.7 KM 0860556.1 |
 LX4663| LW3715 BROOKLYN SO BELL TEL MAST           APPROX. 4.4 KM 1244925.0 |
 LX4663| CZ6009 ALWORTH RM 3                         62.277 METERS 15746     |
 LX4663| CZ6007 ALWORTH RM 1                         24.638 METERS 16049     |
 LX4663| CZ6008 ALWORTH RM 2                         26.645 METERS 28815     |
 LX4663|---------------------------------------------------------------------|
 LX4663
 LX4663                          SUPERSEDED SURVEY CONTROL
 LX4663
 LX4663  NAD 83(1996)-  41 47 27.34512(N)    072 00 54.67497(W) AD(       ) 1
 LX4663  NAD 83(1992)-  41 47 27.34500(N)    072 00 54.67479(W) AD(       ) 1
 LX4663  NAD 83(1992)-  41 47 27.34520(N)    072 00 54.67531(W) AD(       ) 1
 LX4663  NAD 83(1986)-  41 47 27.34580(N)    072 00 54.67494(W) AD(       ) 1
 LX4663  NAD 27      -  41 47 26.99063(N)    072 00 56.40640(W) AD(       ) 1
 LX4663  NGVD 29 (07/19/86)  223.2    (m)          732.     (f) VERT ANG       
 LX4663
 LX4663.Superseded values are not recommended for survey control.
 LX4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4663.See file dsdata.txt to determine how the superseded data were derived.
 LX4663
 LX4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4801530871(NAD 83)
 LX4663_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4663+STABILITY: SURFACE MOTION
 LX4663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4663+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 LX4663
 LX4663  HISTORY     - Date     Condition        Report By
 LX4663  HISTORY     - 1974     MONUMENTED       NGS
 LX4663  HISTORY     - 20050823 GOOD             GEOCAC
 LX4663
 LX4663                          STATION DESCRIPTION
 LX4663
 LX4663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4663'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF BROOKLYN,
 LX4663'2 MILES EAST-NORTHEAST OF HAMPTON ON A HILL WHICH IS LOCALLY
 LX4663'KNOWN AS ALWORTH HILL.  IT IS ON THE PROPERTY OF MR. ROBERT
 LX4663'BERNIER OF 1700 STREET ROAD, APARTMENT J4, WARRINGTON
 LX4663'PENNSYLVANIA.
 LX4663'
 LX4663'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX4663'STATE HIGHWAY 169, IN THE TOWN OF BROOKLYN, GO WESTERLY ON
 LX4663'U.S. HIGHWAY 6 FOR 3.1 MILES TO A CROSSROAD, TURN RIGHT AND GO
 LX4663'NORTH ON CHERRY HILL ROAD FOR ABOUT 200 FEET TO A SIDE ROAD ON
 LX4663'THE LEFT, TURN LEFT AND GO WESTERLY ON GRANT HILL ROAD FOR 0.65
 LX4663'MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY
 LX4663'UP THE DRIVEWAY FOR 0.1 MILE TO MR. BERNIERS HOUSE AND THE
 LX4663'STATION ON THE LEFT.
 LX4663'
 LX4663'THE STATION MARKS ARE STANDARD DISKS STAMPED ALWORTH 1974.  THE
 LX4663'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LX4663'IS FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS
 LX4663'SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES
 LX4663'BELOW THE GROUND SURFACE.  THEY ARE 140 FEET NORTH OF THE
 LX4663'NORTHWEST CORNER OF THE GARAGE, 112.6 FEET EAST OF A ROCK
 LX4663'FENCE, 33 FEET WEST OF A TRIPLE TRUNKED TREE, 22.5 FEET
 LX4663'SOUTHWEST OF A TRIPLE TRUNKED TREE AND 18.3 FEET EAST OF A
 LX4663'METAL WITNESS POST.
 LX4663'
 LX4663'REFERENCE MARK 1, STAMPED ALWORTH NO 1 1974, IS A STANDARD
 LX4663'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX4663'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 66
 LX4663'FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE GARAGE, 61
 LX4663'FEET NORTH OF THE NORTHWEST CORNER OF THE GARAGE AND 14 FEET
 LX4663'SOUTHWEST OF AN 8-INCH TREE.
 LX4663'
 LX4663'REFERENCE MARK 2, STAMPED ALWORTH NO 2 1974, IS A STANDARD DISK
 LX4663'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 LX4663'BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 LX4663'GROUND SURFACE.  IT IS 25 FEET EAST OF A ROCK FENCE, 20 FEET
 LX4663'WEST-NORTHWEST OF A 20-INCH PINE TREE, 13.5 FEET NORTH OF A
 LX4663'TWIN TRUNKED TREE AND 1.8 FEET EAST OF A METAL WITNESS POST.
 LX4663'
 LX4663'REFERENCE MARK 3, STAMPED ALWORTH NO 3 1974, IS A STANDARD DISK
 LX4663'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 LX4663'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 58 FEET
 LX4663'WEST-SOUTHWEST OF A 6-INCH CEDAR TREE, 38 FEET EAST-NORTHEAST
 LX4663'OF THE SOUTHEAST CORNER OF THE HOUSE, 33.5 FEET EAST OF THE
 LX4663'EAST SIDE OF THE HOUSE AND 15 FEET NORTHWEST OF A 6-INCH
 LX4663'PINE TREE.
 LX4663'
 LX4663'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2 DUE
 LX4663'TO TREES AND BRUSH ON LINE.
 LX4663'
 LX4663'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 LX4663
 LX4663                          STATION RECOVERY (2005)
 LX4663
 LX4663'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX4663'FOUND STATION AND RM'S 1,2,3 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6449 ***********************************************************************
 LX6449  DESIGNATION -  AMERICAN CREOSOTING CO TANK
 LX6449  PID         -  LX6449
 LX6449  STATE/COUNTY-  CT/NEW HAVEN
 LX6449  USGS QUAD   -  BRANFORD (1984)
 LX6449
 LX6449                         *CURRENT SURVEY CONTROL
 LX6449  ___________________________________________________________________
 LX6449* NAD 83(1996)-  41 21 22.42582(N)    072 52 11.40284(W)     ADJUSTED  
 LX6449* NAVD 88     -                                                        
 LX6449  ___________________________________________________________________
 LX6449  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LX6449  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6449
 LX6449  HORZ ORDER  -  THIRD
 LX6449
 LX6449.The horizontal coordinates were established by classical geodetic methods
 LX6449.and adjusted by the National Geodetic Survey in August 1998..
 LX6449
 LX6449
 LX6449.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6449
 LX6449.The geoid height was determined by GEOID03.
 LX6449
 LX6449;                    North         East     Units Scale Factor Converg.
 LX6449;SPC CT       -   210,478.781   294,772.947   MT  0.99998791   -0 04 46.0
 LX6449;SPC CT       -   690,545.80    967,100.91   sFT  0.99998791   -0 04 46.0
 LX6449;SPC NY L     -   132,712.054   394,573.503   MT  1.00003387   +0 44 21.2
 LX6449;SPC NY L     -   435,406.13  1,294,529.90   sFT  1.00003387   +0 44 21.2
 LX6449;UTM  18      - 4,580,492.277   678,187.478   MT  0.99999076   +1 24 28.3
 LX6449
 LX6449                          SUPERSEDED SURVEY CONTROL
 LX6449
 LX6449  NAD 83(1992)-  41 21 22.42493(N)    072 52 11.40274(W) AD(       ) 4
 LX6449  NAD 83(1986)-  41 21 22.42725(N)    072 52 11.40569(W) AD(       ) 4
 LX6449  NAD 27      -  41 21 22.08800(N)    072 52 13.04000(W) AD(       ) 3
 LX6449
 LX6449.Superseded values are not recommended for survey control.
 LX6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6449.See file dsdata.txt to determine how the superseded data were derived.
 LX6449
 LX6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7818780492(NAD 83)
 LX6449
 LX6449  HISTORY     - Date     Condition        Report By
 LX6449  HISTORY     - 1934     MONUMENTED       CGS
 LX6449  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX6449  HISTORY     - 19910901 MARK NOT FOUND   USPSQD
 LX6449
 LX6449                          STATION DESCRIPTION
 LX6449
 LX6449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6449'THIS TANK IS ON THE PROPERTY OF THE NEW HAVEN RAILROAD AND IS
 LX6449'LOCATED IN THE N END OF THEIR CEDAR HILL YARDS.  IT IS USED BY
 LX6449'AND NEAR THE PLANT OF THE AMERICAN CREOSOTING CO.  THE TANK IS
 LX6449'STEEL ON A STEEL STRUCTURE AND IS PAINTED BLACK.  IT HAS A
 LX6449'HEMISPHERICAL BOTTOM AND AN UNUSUALLY LARGE RISER.  THE ROOF IS
 LX6449'SMOOTHLY ROUNDED WITH A BALL IN THE CENTER.  CENTER IS
 LX6449'THE CENTER LINE OF THE BALL.
 LX6449'
 LX6449'THE TANK IS ABOUT 75 FEET HIGH AND TANK 25 FEET IN DIAMETER.
 LX6449
 LX6449                          STATION RECOVERY (1987)
 LX6449
 LX6449'RECOVERY NOTE BY US POWER SQUADRON 1987 (PHM)
 LX6449'MARK NOT FOUND.
 LX6449
 LX6449                          STATION RECOVERY (1991)
 LX6449
 LX6449'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHM)
 LX6449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6452 ***********************************************************************
 LX6452  DESIGNATION -  AMERICAN CREOSOTING CO STACK
 LX6452  PID         -  LX6452
 LX6452  STATE/COUNTY-  CT/NEW HAVEN
 LX6452  USGS QUAD   -  BRANFORD (1984)
 LX6452
 LX6452                         *CURRENT SURVEY CONTROL
 LX6452  ___________________________________________________________________
 LX6452* NAD 83(1996)-  41 21 17.85837(N)    072 52 13.32809(W)     ADJUSTED  
 LX6452* NAVD 88     -                                                        
 LX6452  ___________________________________________________________________
 LX6452  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LX6452  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6452
 LX6452  HORZ ORDER  -  THIRD
 LX6452
 LX6452.The horizontal coordinates were established by classical geodetic methods
 LX6452.and adjusted by the National Geodetic Survey in August 1998..
 LX6452
 LX6452
 LX6452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6452
 LX6452.The geoid height was determined by GEOID03.
 LX6452
 LX6452;                    North         East     Units Scale Factor Converg.
 LX6452;SPC CT       -   210,337.938   294,727.999   MT  0.99998798   -0 04 47.3
 LX6452;SPC CT       -   690,083.72    966,953.44   sFT  0.99998798   -0 04 47.3
 LX6452;SPC NY L     -   132,570.577   394,530.571   MT  1.00003368   +0 44 19.9
 LX6452;SPC NY L     -   434,941.97  1,294,389.05   sFT  1.00003368   +0 44 19.9
 LX6452;UTM  18      - 4,580,350.315   678,146.202   MT  0.99999058   +1 24 26.9
 LX6452
 LX6452                          SUPERSEDED SURVEY CONTROL
 LX6452
 LX6452  NAD 83(1992)-  41 21 17.85747(N)    072 52 13.32799(W) AD(       ) 4
 LX6452  NAD 83(1986)-  41 21 17.85981(N)    072 52 13.33094(W) AD(       ) 4
 LX6452  NAD 27      -  41 21 17.52000(N)    072 52 14.96500(W) AD(       ) 3
 LX6452
 LX6452.Superseded values are not recommended for survey control.
 LX6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6452.See file dsdata.txt to determine how the superseded data were derived.
 LX6452
 LX6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7814680350(NAD 83)
 LX6452
 LX6452  HISTORY     - Date     Condition        Report By
 LX6452  HISTORY     - 1934     MONUMENTED       CGS
 LX6452  HISTORY     - 19910901 MARK NOT FOUND   USPSQD
 LX6452
 LX6452                          STATION DESCRIPTION
 LX6452
 LX6452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6452'THE STATION IS ON THE SHORT STEEL STACK OF THE AMERICAN CREOSOTING
 LX6452'COMPANY.  THE PLANT IS LOCATED ON THE W SIDE OF THE N END OF THE
 LX6452'CEDAR HILL YARDS OF THE NEW HAVEN RAILROAD.  THE STACK IS ABOUT 4
 LX6452'FEET IN DIAMETER AND PAINTED BLACK.  IT IS JUST S OF THE S WALL
 LX6452'OF THE BOILERHOUSE AT THE PLANT.  CENTER IS THE CENTER LINE OF
 LX6452'THE STACK.
 LX6452'
 LX6452'STACK IS ABOUT 70 FEET HIGH.
 LX6452
 LX6452                          STATION RECOVERY (1991)
 LX6452
 LX6452'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHM)
 LX6452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6676 ***********************************************************************
 LX6676  DESIGNATION -  AMERICAN INDUSTRIAL
 LX6676  PID         -  LX6676
 LX6676  STATE/COUNTY-  CT/HARTFORD
 LX6676  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6676
 LX6676                         *CURRENT SURVEY CONTROL
 LX6676  ___________________________________________________________________
 LX6676* NAD 83(1996)-  41 46 07.27652(N)    072 40 23.87347(W)     ADJUSTED  
 LX6676* NAVD 88     -        86.0    (meters)     282.     (feet)  VERTCON   
 LX6676  ___________________________________________________________________
 LX6676  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LX6676  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX6676
 LX6676  HORZ ORDER  -  FIRST
 LX6676
 LX6676.The horizontal coordinates were established by classical geodetic methods
 LX6676.and adjusted by the National Geodetic Survey in August 1998..
 LX6676
 LX6676.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6676
 LX6676.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6676
 LX6676.The geoid height was determined by GEOID03.
 LX6676
 LX6676;                    North         East     Units Scale Factor Converg.
 LX6676;SPC CT       -   256,283.613   311,178.321   MT  0.99999153   +0 03 03.1
 LX6676;SPC CT       -   840,823.82  1,020,924.21   sFT  0.99999153   +0 03 03.1
 LX6676;UTM  18      - 4,626,710.890   693,394.262   MT  1.00006026   +1 33 01.3
 LX6676
 LX6676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6676!SPC CT       -   0.99999110  x   0.99999153  =   0.99998263
 LX6676!UTM  18      -   0.99999110  x   1.00006026  =   1.00005136
 LX6676
 LX6676:                Primary Azimuth Mark                     Grid Az
 LX6676:SPC CT       -  EAST HARTFORD FIRST NATL TANK            068 20 01.9
 LX6676:UTM  18      -  EAST HARTFORD FIRST NATL TANK            066 50 03.7
 LX6676
 LX6676|---------------------------------------------------------------------|
 LX6676| PID    Reference Object                     Distance      Geod. Az  |
 LX6676|                                                           dddmmss.s |
 LX6676| LX6629 EAST HARTFORD FIRST NATL TANK       APPROX. 3.8 KM 0682305.0 |
 LX6676| LX6627 EAST HARTFORD ROMAN CATH CH         APPROX. 3.2 KM 0712841.0 |
 LX6676| LX6630 EAST HARTFORD NY NH H RR TANK       APPROX. 3.7 KM 0721338.2 |
 LX6676| LX6586 HARTFORD EAGLE PAPER MILL STK       APPROX. 5.6 KM 0814013.4 |
 LX6676| LX6625 EAST HARTFORD CONG CH TOWER         APPROX. 2.4 KM 0890647.3 |
 LX6676| LX6588 S MANCHESTER CHENEY BROS STACK      APPROX.12.1 KM 0904905.5 |
 LX6676| LX7050 HARTFORD PRATT WHITNEY TANK         APPROX. 3.7 KM 1254658.5 |
 LX6676| LX7046 E HARTFORD PRATT WHITNEY STACK      APPROX. 3.7 KM 1262705.5 |
 LX6676| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX. 4.3 KM 1295138.8 |
 LX6676| LX6671 HARTFORD LIGHT CO EAST TOWER        APPROX. 2.2 KM 1315757.9 |
 LX6676| LX6674 HARTFORD JETTY LIGHT                APPROX. 2.7 KM 1361851.7 |
 LX6676| LX7043 EAST HARTFORD OASIS FLAG            APPROX. 4.1 KM 1384152.7 |
 LX6676| LX6670 HARTFORD LIGHT CO WEST TOWER        APPROX. 2.2 KM 1444906.9 |
 LX6676| LX6668 HARTFORD COLTS EAST ELEV TANK       APPROX. 1.8 KM 1463734.4 |
 LX6676| LX6666 HARTFORD COLTS WEST ELEV TANK       APPROX. 1.6 KM 1493505.0 |
 LX6676| LX6662 HARTFORD CH OF GOOD SHEPHERD        APPROX. 1.3 KM 1631832.8 |
 LX6676| LX7015 WETHERSFIELD STATE PRISON STK       APPROX. 5.6 KM 1654601.2 |
 LX6676| CZ6011 AMERICAN INDUSTRIAL RM 2              2.480 METERS 16901     |
 LX6676| LX6687 H N BANK                            271.243 METERS 18609     |
 LX6676| LX6653 HARTFORD SOUTH CONG CH SPIRE        APPROX. 1.0 KM 1901528.4 |
 LX6676| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX. 2.5 KM 2204957.6 |
 LX6676| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX. 0.9 KM 2355814.4 |
 LX6676| LX6637 HARTFORD GAS HOLDER                 APPROX. 3.7 KM 2412135.8 |
 LX6676| CZ6010 AMERICAN INDUSTRIAL RM 1              6.205 METERS 25703     |
 LX6676| LX6675 AETNA TOWER                         APPROX. 1.6 KM 2623532.9 |
 LX6676| LX6642 HARTFORD ASYLUM AVE CONG CH         APPROX. 1.5 KM 2743406.1 |
 LX6676| LX6690 PLAZA                               APPROX. 1.3 KM 2812112.3 |
 LX6676| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX.12.2 KM 3012606.2 |
 LX6676| LX6644 HARTFORD FOURTH CONG CH SPIRE       APPROX. 1.8 KM 3124557.4 |
 LX6676| LX6639 HARTFORD ST JUSTINS TOWER           APPROX. 3.2 KM 3205848.1 |
 LX6676| LX6650 HARTFORD NORTH METH CHURCH          APPROX. 1.6 KM 3510938.4 |
 LX6676| LX6652 HARTFORD WINDSOR AVE CONG CH        APPROX. 1.5 KM 3525650.5 |
 LX6676|---------------------------------------------------------------------|
 LX6676
 LX6676                          SUPERSEDED SURVEY CONTROL
 LX6676
 LX6676  NAD 83(1996)-  41 46 07.27611(N)    072 40 23.87358(W) AD(       ) 1
 LX6676  NAD 83(1992)-  41 46 07.27637(N)    072 40 23.87378(W) AD(       ) 1
 LX6676  NAD 83(1992)-  41 46 07.27755(N)    072 40 23.87497(W) AD(       ) 1
 LX6676  NAD 83(1986)-  41 46 07.27789(N)    072 40 23.87507(W) AD(       ) 1
 LX6676  NAD 27      -  41 46 06.91700(N)    072 40 25.53700(W) AD(       ) 1
 LX6676  NGVD 29 (07/19/86)   86.3    (m)          283.     (f) VERT ANG       
 LX6676
 LX6676.Superseded values are not recommended for survey control.
 LX6676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6676.See file dsdata.txt to determine how the superseded data were derived.
 LX6676
 LX6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9339426711(NAD 83)
 LX6676_MARKER: Z = SEE DESCRIPTION
 LX6676_SETTING: 0 = UNSPECIFIED SETTING
 LX6676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6676
 LX6676  HISTORY     - Date     Condition        Report By
 LX6676  HISTORY     - 1935     MONUMENTED       CGS
 LX6676  HISTORY     - 1936     SEE DESCRIPTION  CTGS
 LX6676  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX6676
 LX6676                          STATION DESCRIPTION
 LX6676
 LX6676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6676'THE STATION IS ON TOP OF THE EASTERLY ELEVATOR SHAFT OF THE AMERICAN
 LX6676'INDUSTRIAL BLDG. AT HARTFORD.  THE BUILDING IS AN 18-STORY BRICK
 LX6676'STRUCTURE WITH A TILE ROOF GARDEN.  THE ELEVATOR GOES TO THE
 LX6676'16TH FLOOR.  THE ELEVATOR SHAFT HAS A FLAT TAR AND GRAVEL ROOF
 LX6676'WITH A GREY STONE COPING ALONG THE SOUTH SIDE.  THE STATION IS
 LX6676'MARKED BY A STNADARD DISK SET IN A SQUARE BLOCK OF CEMENT
 LX6676'ANCHORED TO THE ROOF BY FOUR DOWEL PINS.
 LX6676'
 LX6676'THE UNDERGROUND MARK IS A BRASS PIN LEADED IN A DRILL HOLE IN
 LX6676'THE ROOF AND WAS ESTABLISHED BY THE MET. DIST. SURVEY OF
 LX6676'HARTFORD COUNTY, CONN.
 LX6676'
 LX6676'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISKS SET IN DRILL
 LX6676'HOLES IN THE SOUTH COPING OF THE BUILDING.
 LX6676'
 LX6676'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6676
 LX6676                          STATION RECOVERY (1936)
 LX6676
 LX6676'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX6676'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED BY T.J.M. 1935.  A
 LX6676'STANDARD DISK STAMPED AMERICAN INDUSTRIAL-1935, SET IN 8-INCH
 LX6676'SQUARE CONCRETE POST, 4-INCHES ABOVE THE TAR ROOF OF THE ELEVATOR
 LX6676'PENT HOUSE, REPLACES THE COPPER BOLT DESCRIBED BY T.J.M. 1935.
 LX6676'THE STATION IS LOCATED ON TOP OF THE AMERICAN INDUSTRIAL BUILDING
 LX6676'AT 983 MAIN ST., HARTFORD.  THE STATION IS ABOUT 8 FEET
 LX6676'NORTHWEST OF INSIDE CORNER OF STONE COPING ON THE SOUTHEAST END
 LX6676'OF THE PENT HOUSE, AND ABOUT 20 FEET SOUTHEAST OF THE EAST
 LX6676'SIDE OF THE STEEL LADDER WHERE THE LADDER ENTERS THE ROOF.
 LX6676'
 LX6676'TO REACH THE STATION FROM THE TRAVELERS INSURANCE BUILDING
 LX6676'(HIGH TOWER) ON MAIN ST., PROCEED ABOUT 2,000 FEET NORTH ON
 LX6676'MAIN ST.  TO 16 STORY BUILDING (NO. 983) ON THE WEST SIDE OF MAIN
 LX6676'ST.  THE STATION IS ON THE ROOF OF THIS BUILDING.  ELEVATOR
 LX6676'SERVICE IS UNTIL 10--00 P.M.  OBSERVATIONS CAN BE MADE WHEN ONE
 LX6676'ELEVATOR ONLY, IS RUNNING, AND NOT WHEN TWO ARE RUNNING BECAUSE
 LX6676'OF THE VIBRATIONS THEY CAUSE.  THE SUPERINTENDENTS OFFICE IS ON
 LX6676'THE ROOF.  NOTIFY MR. COOKE, CITY ENGINEERS OFFICE, WHEN
 LX6676'OBSERVATIONS ARE TO BE MADE.
 LX6676'
 LX6676'REFERENCE MARK NO. 1 IS 20.37 FEET WEST OF THE STATION, AND IS
 LX6676'IN THE SOUTHWEST CORNER OF THE CONCRETE COPING AROUND THE TOP OF
 LX6676'THE PENT HOUSE.  REFERENCE MARK NO. 2 IS 8.14 FEET SOUTH OF THE
 LX6676'STATION, AND IS IN THE SOUTHEAST CORNER OF THE CONCRETE COPING
 LX6676'AROUND THE TOP OF THE PENT HOUSE.
 LX6676'
 LX6676'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 LX6676
 LX6676                          STATION RECOVERY (1972)
 LX6676
 LX6676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX6676'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION,
 LX6676'HOWEVER, THE BUILDING ON WHICH IT IS LOCATED IS TO BE DEMOLISHED
 LX6676'AND STATION WILL BE DESTROYED.
 LX6676'
 LX6676'TWO NEW STATIONS WERE ESTABLISHED IN HARTFORD TO REPLACE IT.  FOR
 LX6676'FURTHER INFORMATION, SEE DESCRIPTIONS FOR PLAZA AND H N BANK.
 LX6676'
 LX6676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6676'IN HARTFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6530 ***********************************************************************
 LX6530  DESIGNATION -  AMERICAN STEEL WIRE CO STACK
 LX6530  PID         -  LX6530
 LX6530  STATE/COUNTY-  CT/NEW HAVEN
 LX6530  USGS QUAD   -  NEW HAVEN (1984)
 LX6530
 LX6530                         *CURRENT SURVEY CONTROL
 LX6530  ___________________________________________________________________
 LX6530* NAD 83(1996)-  41 17 59.26587(N)    072 53 42.00424(W)     ADJUSTED  
 LX6530* NAVD 88     -                                                        
 LX6530  ___________________________________________________________________
 LX6530  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LX6530  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6530
 LX6530  HORZ ORDER  -  THIRD
 LX6530
 LX6530.The horizontal coordinates were established by classical geodetic methods
 LX6530.and adjusted by the National Geodetic Survey in August 1998..
 LX6530
 LX6530
 LX6530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6530
 LX6530.The geoid height was determined by GEOID03.
 LX6530
 LX6530;                    North         East     Units Scale Factor Converg.
 LX6530;SPC CT       -   204,214.584   292,656.464   MT  0.99999143   -0 05 46.1
 LX6530;SPC CT       -   669,994.01    960,157.08   sFT  0.99999143   -0 05 46.1
 LX6530;SPC NY L     -   126,417.999   392,546.672   MT  1.00002566   +0 43 21.9
 LX6530;SPC NY L     -   414,756.39  1,287,880.21   sFT  1.00002566   +0 43 21.9
 LX6530;UTM  18      - 4,574,175.301   676,234.222   MT  0.99998225   +1 23 22.8
 LX6530
 LX6530                          SUPERSEDED SURVEY CONTROL
 LX6530
 LX6530  NAD 83(1992)-  41 17 59.26495(N)    072 53 42.00407(W) AD(       ) 4
 LX6530  NAD 83(1986)-  41 17 59.26731(N)    072 53 42.00783(W) AD(       ) 4
 LX6530  NAD 27      -  41 17 58.93300(N)    072 53 43.64000(W) AD(       ) 3
 LX6530
 LX6530.Superseded values are not recommended for survey control.
 LX6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6530.See file dsdata.txt to determine how the superseded data were derived.
 LX6530
 LX6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7623474175(NAD 83)
 LX6530
 LX6530  HISTORY     - Date     Condition        Report By
 LX6530  HISTORY     - 1933     MONUMENTED       CGS
 LX6530  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6530
 LX6530                          STATION DESCRIPTION
 LX6530
 LX6530'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6530'THIS STACK IS ON THE BOILERHOUSE OF THE NEW HAVEN PLANT OF THE
 LX6530'AMERICAN STEEL AND WIRE COMPANY.  THIS PLANT IS BETWEEN FAIRMONT
 LX6530'AVENUE AND THE E SHORE OF NEW HAVEN HARBOR.
 LX6530'
 LX6530'THE STACK IS OCTAGONAL IN SECTION AND BUILT OF RED-BRICK.  IT
 LX6530'IS THE TALLER OF TWO SIMILAR STACKS ON THE PREMISES.
 LX6530'
 LX6530'THE CENTER IS THE CENTER LINE OF THE STACK.
 LX6530'
 LX6530'THE TALLER STACK IS 175 FEET HIGH, THE SHORTER IS 125 FEET HIGH.
 LX6530
 LX6530                          STATION RECOVERY (1984)
 LX6530
 LX6530'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6530'BOTH STACKS DEMOLISHED IN SPRING 1984 - THE NEW HAVEN
 LX6530'REDEVELOPMENT AGENCY IS IN CHARGE OF THE PROPERTY AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3359 ***********************************************************************
 LW3359  DESIGNATION -  AMERICAN VELVET CO STACK
 LW3359  PID         -  LW3359
 LW3359  STATE/COUNTY-  CT/NEW LONDON
 LW3359  USGS QUAD   -  MYSTIC (1984)
 LW3359
 LW3359                         *CURRENT SURVEY CONTROL
 LW3359  ___________________________________________________________________
 LW3359* NAD 83(1996)-  41 20 17.46469(N)    071 53 54.66489(W)     ADJUSTED  
 LW3359* NAVD 88     -                                                        
 LW3359  ___________________________________________________________________
 LW3359  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LW3359  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3359
 LW3359  HORZ ORDER  -  THIRD
 LW3359
 LW3359.The horizontal coordinates were established by classical geodetic methods
 LW3359.and adjusted by the National Geodetic Survey in August 1998..
 LW3359
 LW3359
 LW3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3359
 LW3359.The geoid height was determined by GEOID03.
 LW3359
 LW3359;                    North         East     Units Scale Factor Converg.
 LW3359;SPC CT       -   208,818.934   376,070.838   MT  0.99998893   +0 33 52.5
 LW3359;SPC CT       -   685,100.12  1,233,825.74   sFT  0.99998893   +0 33 52.5
 LW3359;SPC RI       -    28,379.719    66,642.750   MT  1.00000744   -0 15 47.6
 LW3359;SPC RI       -    93,109.13    218,643.76   sFT  1.00000744   -0 15 47.6
 LW3359;UTM  19      - 4,580,353.713   257,467.061   MT  1.00032398   -1 54 55.5
 LW3359
 LW3359                          SUPERSEDED SURVEY CONTROL
 LW3359
 LW3359  NAD 83(1992)-  41 20 17.46340(N)    071 53 54.66407(W) AD(       ) 4
 LW3359  NAD 83(1986)-  41 20 17.46331(N)    071 53 54.66745(W) AD(       ) 4
 LW3359  NAD 27      -  41 20 17.10900(N)    071 53 56.42800(W) AD(       ) 3
 LW3359
 LW3359.Superseded values are not recommended for survey control.
 LW3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3359.See file dsdata.txt to determine how the superseded data were derived.
 LW3359
 LW3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5746780354(NAD 83)
 LW3359_MARKER: 63 = STACK
 LW3359
 LW3359  HISTORY     - Date     Condition        Report By
 LW3359  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3359  HISTORY     - 1966     GOOD             CGS
 LW3359  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3359  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3359  HISTORY     - 20040903 MARK NOT FOUND   USPSQD
 LW3359
 LW3359                          STATION DESCRIPTION
 LW3359
 LW3359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3359'THE AMERICAN VELVET COMPANY PLANT IS ABOUT 1/4 MILE N OF FISHERS
 LW3359'ISLAND SOUND AND 1/2 MILE NORTHEASTERLY OF STONINGTON CENTER.  THE
 LW3359'FACTORY IS A ONE-STORY T-SHAPED BUILDING WITH A SAW-TOOTH
 LW3359'ROOF.  THE STACK IS ON THE N SIDE OF THE BUILDING W OF THE STEM
 LW3359'OF THE T AND S OF AN ARTIFICIAL LAKE.  IT IS MADE OF YELLOW
 LW3359'BRICK.
 LW3359'
 LW3359'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 175
 LW3359'FEET.
 LW3359
 LW3359                          STATION RECOVERY (1966)
 LW3359
 LW3359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3359'RECOVERED AS DESCRIBED.
 LW3359'
 LW3359'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3359'STONNINGTON.
 LW3359
 LW3359                          STATION RECOVERY (1990)
 LW3359
 LW3359'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3359'MARK NOT FOUND.
 LW3359
 LW3359                          STATION RECOVERY (1990)
 LW3359
 LW3359'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3359'MARK NOT FOUND.
 LW3359
 LW3359                          STATION RECOVERY (2004)
 LW3359
 LW3359'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6374 ***********************************************************************
 LX6374  DESIGNATION -  AMES POINT
 LX6374  PID         -  LX6374
 LX6374  STATE/COUNTY-  CT/NEW HAVEN
 LX6374  USGS QUAD   -  WOODMONT (1976)
 LX6374
 LX6374                         *CURRENT SURVEY CONTROL
 LX6374  ___________________________________________________________________
 LX6374* NAD 83(1996)-  41 13 59.72272(N)    072 58 43.05489(W)     ADJUSTED  
 LX6374* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6374  ___________________________________________________________________
 LX6374  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LX6374  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX6374
 LX6374  HORZ ORDER  -  THIRD
 LX6374
 LX6374.The horizontal coordinates were established by classical geodetic methods
 LX6374.and adjusted by the National Geodetic Survey in August 1998..
 LX6374
 LX6374.The orthometric height was scaled from a topographic map.
 LX6374
 LX6374.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6374
 LX6374.The geoid height was determined by GEOID03.
 LX6374
 LX6374;                    North         East     Units Scale Factor Converg.
 LX6374;SPC CT       -   196,839.952   285,633.145   MT  0.99999681   -0 09 05.7
 LX6374;SPC CT       -   645,799.08    937,114.74   sFT  0.99999681   -0 09 05.7
 LX6374;SPC NY L     -   118,943.493   385,629.329   MT  1.00001722   +0 40 05.0
 LX6374;SPC NY L     -   390,233.78  1,265,185.56   sFT  1.00001722   +0 40 05.0
 LX6374;UTM  18      - 4,566,621.333   669,404.559   MT  0.99995320   +1 19 57.6
 LX6374
 LX6374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6374!SPC CT       -   1.00000474  x   0.99999681  =   1.00000155
 LX6374!SPC NY L     -   1.00000474  x   1.00001722  =   1.00002196
 LX6374!UTM  18      -   1.00000474  x   0.99995320  =   0.99995794
 LX6374
 LX6374|---------------------------------------------------------------------|
 LX6374| PID    Reference Object                     Distance      Geod. Az  |
 LX6374|                                                           dddmmss.s |
 LX6374| CZ6014 AMES POINT RM 3                      18.202 METERS 03631     |
 LX6374| LX6370 SOUTHWEST LEDGE LIGHTHOUSE          APPROX. 5.6 KM 0883648.0 |
 LX6374| CZ6013 AMES POINT RM 2                      20.620 METERS 09032     |
 LX6374| CZ6926 AMES POINT RM 4                      20.632 METERS 09032     |
 LX6374| CZ6012 AMES POINT RM 1                      15.270 METERS 35155     |
 LX6374|---------------------------------------------------------------------|
 LX6374
 LX6374                          SUPERSEDED SURVEY CONTROL
 LX6374
 LX6374  NAD 83(1992)-  41 13 59.72174(N)    072 58 43.05464(W) AD(       ) 3
 LX6374  NAD 83(1986)-  41 13 59.72283(N)    072 58 43.06142(W) AD(       ) 3
 LX6374  NAD 27      -  41 13 59.37200(N)    072 58 44.69300(W) AD(       ) 3
 LX6374
 LX6374.Superseded values are not recommended for survey control.
 LX6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6374.See file dsdata.txt to determine how the superseded data were derived.
 LX6374
 LX6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6940566621(NAD 83)
 LX6374_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6374_SETTING: 66 = SET IN ROCK OUTCROP
 LX6374_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6374+STABILITY: POSITION/ELEVATION WELL
 LX6374
 LX6374  HISTORY     - Date     Condition        Report By
 LX6374  HISTORY     - 1933     MONUMENTED       CGS
 LX6374  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6374  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 LX6374
 LX6374                          STATION DESCRIPTION
 LX6374
 LX6374'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6374'THE STATION IS LOCATED ON A POINT KNOWN LOCALLY AS AMES
 LX6374'POINT.  THE STATION AND REFERENCE MARKS ARE ALL LOCATED ON A
 LX6374'LARGE OUTCROPPING ROCK, PROBABLY ONE FOOT ABOVE HIGH WATER,
 LX6374'APPROXIMATELY 18.75 METERS SW OF E END OF A CONCRETE RETAINING
 LX6374'WALL IN FRONT OF A TWO-STORY DWELLING ON W SIDE OF BALDWIN
 LX6374'STREET, ABOUT 14.8 METERS W OF THE CENTER LINE OF BALDWIN STREET,
 LX6374'AND 22.18 METERS S OF FLAGPOLE IN YARD OF ABOVE MENTIONED
 LX6374'DWELLING.
 LX6374'
 LX6374'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX6374'OUTCROPPING BEDROCK AS DESCRIBED INNOTES 2 AND 12A.
 LX6374'
 LX6374'REFERENCE MARK NO.1 AND NO.2 ARE LOCATED NW AND E OF STATION,
 LX6374'RESPECTIVELY.
 LX6374'
 LX6374'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 LX6374
 LX6374                          STATION RECOVERY (1976)
 LX6374
 LX6374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX6374'THE STATION MARK WAS RECOVERED IN FAIR CONDITION, MARK HAD
 LX6374'BEEN RAISED UP, MARK WAS REINFORCED WITH CONCRETE AT THIS
 LX6374'TIME.  REFERENCE MARK 1 WAS NOT RECOVERED AND IS BELIEVED
 LX6374'DESTROYED.  REFERENCE MARK 2 HAS BEEN DESTROYED, REFERENCE MARK
 LX6374'4 WAS SET IN THE SAME DRILL HOLE AND REFERENCE MARK 3 WAS
 LX6374'ALSO ESTABLISHED AT THIS TIME.
 LX6374'
 LX6374'STATION IS LOCATED IN THE SOUTHWEST PART OF WEST HAVEN, ON THE
 LX6374'SHORE LINE AT OYSTER RIVER POINT KNOWN LOCALLY AS AMES POINT
 LX6374'AND IS JUST SOUTH OF THE SOUTH END OF BALDWIN STREET.
 LX6374'
 LX6374'TO REACH FROM THE INTERSECTION OF MAIN STREET (STATE HIGHWAY
 LX6374'162) AND KELSEY AVENUE IN WEST HAVEN, GO SOUTH ON KELSEY
 LX6374'AVENUE FOR 1.05 MILES TO OCEAN AVENUE, TURN RIGHT, GO WESTERLY
 LX6374'ON OCEAN AVENUE FOR 2.00 MILES TO BALDWIN STREET, TURN LEFT,
 LX6374'GO SOUTH ON BALDWIN STREET FOR 0.1 MILE TO A TWO STORY
 LX6374'HOUSE, MR. JOHN J. HAYES RESIDENCE ON RIGHT AND THE STATION
 LX6374'ABOUT 75 FEET SOUTH-SOUTHWEST OF THE END OF BALDWIN STREET.
 LX6374'
 LX6374'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE
 LX6374'OUTCROPPING ROCK WHICH IS UNDERWATER AT HIGH TIDE AND THE DISK
 LX6374'IS STAMPED AMES POINT 1933.  IT IS 73 FEET SOUTHWEST OF THE
 LX6374'END OF BALDWIN STREET, 59 FEET SOUTH OF A ROCK AND CONCRETE POST
 LX6374'AT END OF SIDE WALK AND CORNER OF YARD AND 58.5 FEET
 LX6374'SOUTH-SOUTHWEST OF RETAINING WALL.
 LX6374'
 LX6374'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL IN THE END
 LX6374'OF SIDE WALK AND IS STAMPED AMES POINT 1933 NO 3 1976.  IT IS
 LX6374'57.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 25.5 FEET WEST
 LX6374'OF CENTER OF BALDWIN STREET, 20 FEET NORTH OF ROCK FILL ON
 LX6374'BEACH AND 0.8 FOOT EAST OF THE SOUTHEAST CORNER OF ROCK FENCE.
 LX6374'
 LX6374'REFERENCE MARK 4 A STANDARD DISK SET IN A DRILL HOLE IN LARGE
 LX6374'OUTCROPPING ROCK WHICH IS UNDER WATER AT HIGH TIDE AND THE
 LX6374'DISK IS STAMPED AMES POINT 1933 NO 4 1976.  IT IS 41.6 FEET
 LX6374'SOUTH OF RETAINING WALL AND FENCE CORNER AND 36.6 FEET
 LX6374'SOUTH-SOUTHEAST OF THE TOP STEP LEADING DOWN TO THE BEACH.
 LX6374'
 LX6374'NO AZIMUTH MARK FOR THIS STATION.  THE LIGHTHOUSE MAY BE USED.
 LX6374'
 LX6374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6374'SW PART OF WEST HAVEN.
 LX6374
 LX6374                          STATION RECOVERY (1984)
 LX6374
 LX6374'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RS)
 LX6374'DRILL HOLE IN ROCK FOUND, APPARENTLY WHERE RM 4 WAS PREVIOUSLY
 LX6374'LOCATED.  NO OTHER RMS NOR AMES POINT MARKER WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4871 ***********************************************************************
 LX4871  DESIGNATION -  AMSTON
 LX4871  PID         -  LX4871
 LX4871  STATE/COUNTY-  CT/NEW LONDON
 LX4871  USGS QUAD   -  COLCHESTER (1984)
 LX4871
 LX4871                         *CURRENT SURVEY CONTROL
 LX4871  ___________________________________________________________________
 LX4871* NAD 83(1996)-  41 36 31.34273(N)    072 19 18.26389(W)     ADJUSTED  
 LX4871* NAVD 88     -       195.6    (meters)     642.     (feet)  VERTCON   
 LX4871  ___________________________________________________________________
 LX4871  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LX4871  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX4871
 LX4871  HORZ ORDER  -  FIRST
 LX4871
 LX4871.The horizontal coordinates were established by classical geodetic methods
 LX4871.and adjusted by the National Geodetic Survey in August 1998..
 LX4871
 LX4871.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4871
 LX4871.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4871
 LX4871.The geoid height was determined by GEOID03.
 LX4871
 LX4871;                    North         East     Units Scale Factor Converg.
 LX4871;SPC CT       -   238,600.755   340,498.103   MT  0.99998400   +0 17 02.3
 LX4871;SPC CT       -   782,809.31  1,117,117.53   sFT  0.99998400   +0 17 02.3
 LX4871;UTM  18      - 4,609,797.793   723,170.535   MT  1.00021294   +1 46 45.1
 LX4871
 LX4871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4871!SPC CT       -   0.99997401  x   0.99998400  =   0.99995801
 LX4871!UTM  18      -   0.99997401  x   1.00021294  =   1.00018694
 LX4871
 LX4871|---------------------------------------------------------------------|
 LX4871| PID    Reference Object                     Distance      Geod. Az  |
 LX4871|                                                           dddmmss.s |
 LX4871| CZ6930 AMSTON RM 2                          25.011 METERS 01431     |
 LX4871| LX4884 COLCHESTER ALGONQUIN GAS MAST       APPROX. 2.4 KM 1633421.9 |
 LX4871| LX4887 COLCHESTER STANDPIPE                APPROX. 4.3 KM 1794040.0 |
 LX4871| CZ6827 576                                                2182928.0 |
 LX4871| LX4927 BURROWS HILL                        APPROX. 6.6 KM 2970112.7 |
 LX4871| CZ6927 AMSTON AZ MK                                       3095254.9 |
 LX4871| CZ6929 AMSTON RM 1                          26.076 METERS 31044     |
 LX4871| CZ6928 AMSTON AZ MK 2                                     3240314.6 |
 LX4871|---------------------------------------------------------------------|
 LX4871
 LX4871                          SUPERSEDED SURVEY CONTROL
 LX4871
 LX4871  NAD 83(1992)-  41 36 31.34211(N)    072 19 18.26362(W) AD(       ) 1
 LX4871  NAD 83(1986)-  41 36 31.34348(N)    072 19 18.26546(W) AD(       ) 1
 LX4871  NAD 27      -  41 36 30.98730(N)    072 19 19.97135(W) AD(       ) 1
 LX4871  NGVD 29 (07/19/86)  195.9    (m)          643.     (f) VERT ANG       
 LX4871
 LX4871.Superseded values are not recommended for survey control.
 LX4871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4871.See file dsdata.txt to determine how the superseded data were derived.
 LX4871
 LX4871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2317109798(NAD 83)
 LX4871_MARKER: DD = SURVEY DISK
 LX4871_SETTING: 66 = SET IN ROCK OUTCROP
 LX4871
 LX4871  HISTORY     - Date     Condition        Report By
 LX4871  HISTORY     - 1940     MONUMENTED       CTGS
 LX4871  HISTORY     - 1942     GOOD             CGS
 LX4871  HISTORY     - 1971     GOOD             CTDT
 LX4871  HISTORY     - 1975     GOOD             NGS
 LX4871
 LX4871                          STATION DESCRIPTION
 LX4871
 LX4871'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LX4871'STATION IS ABOUT 2-1/2 MILES N OF THE CENTER OF COLCHESTER IN
 LX4871'THE TOWN OF COLCHESTER JUST S OF THE HEBRON-LEBANON TOWN LINE.
 LX4871'
 LX4871'TO REACH FROM THE HEBRON P.O. GO S ON ROUTE NO.85 2.7 MILES
 LX4871'TO AMSTON LAKE ROAD LEFT, E, (0.4 MILES S OF R.R.
 LX4871'CROSSING).  PROCEED E ON THIS ROAD 1.3 MILES TO TRUCK TRAIL ON W
 LX4871'SIDE OF DEEPWOOD DRIVE BETWEEN C.L. AND P. CO. POLES 717-
 LX4871'718.  PROCEED 0.3 MILE ON TRUCK TRAIL TO GATEWAY ON W SIDE OF
 LX4871'ROAD.  THIS GATEWAY LEADS TO SEGARS FARM, 100 FEET S OF BAR GATE
 LX4871'THERE IS A SMALL WOOD STONE HOUSE.  THE STATION IS 600 FEET E
 LX4871'OF THIS HOUSE IN SECOND LOT.  IT IS 14 FEET W OF WALL RUNNING
 LX4871'NE-SW AND 77.60 FEET N OF WALL RUNNING SE-NW AND SET IN A LEDGE
 LX4871'6 INCHES BELOW THE SURFACE.  IT IS A DISK STAMPED AMSTON
 LX4871'1940.
 LX4871'
 LX4871'THE AZIMUTH MARK IS A BRONZE DISK STAMPED AMSTON 1940 SET IN
 LX4871'BOULDER 1000 FEET W OF STATION.
 LX4871'
 LX4871'R.M. NO. 1 IS A BRONZE STANDARD DISK STAMPED AMSTON 1941 NO. 1
 LX4871'CEMENTED IN A DRILL HOLE OF A LEDGE 3 FEET BY 8 FEET AND 2 FEET
 LX4871'HIGH, 98 FEET W OF WALL RUNNING N-S, 46 FEET S OF E-W WALL AND
 LX4871'85.70 FEET W OF STATION.
 LX4871'
 LX4871'R.M. NO. 2 IS A BRONZE DISK NOT STAMPED.  CEMENTED IN A DRILL
 LX4871'HOLE OF A LEDGE 3 FEET BY 8 FEET AND 2 FEET HIGH, 65 FEET W OF
 LX4871'N-S WALL AND 82.20 FEET N OF STATION.
 LX4871
 LX4871                          STATION RECOVERY (1942)
 LX4871
 LX4871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4871'STATION IS LOCATED ABOUT 2.5 MILES N OF COLCHESTER AND ABOUT 3
 LX4871'MILES S OF HEBRON, 20 FEET N OF AN E-W STONE FENCE, 50 FEET E OF
 LX4871'A N-S STONE AND WIRE FENCE LINE AND ON LAND OWNED BY MR. SEGAR.
 LX4871'THE DISK IS STAMPED AMSTON 1940.
 LX4871'
 LX4871'REFERENCE MARK NO. 1 IS 85.70 FEET W OF THE STATION, 45
 LX4871'FEET E OF A N-S STONE FENCE LINE AND 105 FEET N OF AN E-W
 LX4871'STONE FENCE LINE.  THE DISK IS STAMPED AMSTON NO. 1 1940.
 LX4871'
 LX4871'REFERENCE MARK NO. 2 IS 82.20 FEET N OF THE STATION, 60 FEET
 LX4871'N OF AN E-W STONE FENCE LINE.  THE DISK IS STAMPED AMSTON NO. 2,
 LX4871'1940.
 LX4871'
 LX4871'AZIMUTH MARK IS ABOUT 0.2 MILE W OF THE STATION, 2.4 FEET
 LX4871'SE OF A BRONZE REFERENCE POST, 45 FEET NW OF A TWIN APPLE
 LX4871'TREE.  THE DISK IS STAMPED AMSTON 1940.
 LX4871'
 LX4871'TO REACH FROM THE JUNCTIONS OF STATE ROUTES 2, 16 AND 85 IN
 LX4871'COLCHESTER, GO N ON ROUTES 2 AND 85 FOR 0.1 MILE TO A SURFACED
 LX4871'ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE TO A FORK, TAKE LEFT FORK
 LX4871'AND GO 2.3 MILES TO A DIM ROAD LEFT AT A FARM HOUSE ON THE LEFT,
 LX4871'TURN LEFT ON DIM ROAD AND GO 0.35 MILE TO A STONE AND FRAME
 LX4871'HOUSE ON THE LEFT*, TURN LEFT THRU A DOUBLE BOARD GATE AND ON
 LX4871'THE RIGHT SIDE OF THE BARN FOR 0.1 MILE UP HILL TO STATION.
 LX4871'
 LX4871'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO
 LX4871'0.1 MILE TO LONE APPLE TREE AND AZIMUTH MARK.
 LX4871'
 LX4871'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LX4871
 LX4871                          STATION RECOVERY (1971)
 LX4871
 LX4871'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX4871'STATION AMSTON 1940, WAS RECOVERED IN GOOD CONDITION.  STATION
 LX4871'MARK IS SET IN LEDGE, 6 IN BELOW THE SURFACE AND IS 367 FT SW
 LX4871'OF THE CENTER LINE OF BUSH ROCK RD.
 LX4871'
 LX4871'TO REACH FROM THE INTERSECTION OF RT 16, 85 AND RT 2 IN
 LX4871'COLCHESTER, GO NORTH ON RTS 16 AND 85 FOR 0.1 MILE, THEN BEAR
 LX4871'RIGHT ON RT 16 (PEASE RD) AND GO 0.4 MILE TO WINDHAM AVE.
 LX4871'INTERSECTION ON LEFT.  FOLLOW WINDHAM AVE.  NORTHEASTERLY FOR
 LX4871'2.1 MILES TO BUSH ROCK RD (GRAVEL), WHICH IS ON THE LEFT, JUST
 LX4871'PAST A 2-1/2 STORY FRAME HOUSE ON THE SAME SIDE AND 0.2 MILE SW
 LX4871'OF HEBRON TOWN LINE.  GO IN A NORTHWESTERLY DIRECTION FOR 0.2
 LX4871'MILE TO A POINT WHICH IS 0.1 MILE SE OF THE ENTRANCE TO THE
 LX4871'CAMPING AREA AND IS RIGHT OF A STONE WALL INTERSECTION.  FROM
 LX4871'THIS INTERSECTION GO 347 FT SE ALONG THE WALL TO STATION
 LX4871'SITE 17 FT NW OF WALL.
 LX4871'
 LX4871'STATION MARK IS STAMPED AMSTON 1940.  IT IS SET IN LEDGE 6
 LX4871'INCHES BELOW THE SURFACE AND IS 367 FT SW OF THE CENTER LINE OF
 LX4871'BUSH ROCK ROAD.
 LX4871'
 LX4871'STATION IS LOCATED ABOUT 2.5 MILES NORTH OF COLCHESTER AND ABOUT
 LX4871'3 MILES SOUTH OF HEBRON, 20 FEET NORTH OF AN EW STONE FENCE, 50 FT
 LX4871'EAST OF A NS STONE AND WIRE FENCE LINE AND ON LANE OWNED BY
 LX4871'MR. SEGAR.
 LX4871'
 LX4871'TO REACH FROM INTERSECTION OF RT. 16,85 AND OLD RT. 2 IN
 LX4871'COLCHESTER, GO NORTH ON RT. 16 AND 85 FOR 0.1 MILE.  THEN BEAR
 LX4871'RIGHT ON RT.16(PEASE RD.) AND GO 0.4 MILE TO WINDHAM
 LX4871'AVE. INTERSECTION ON LEFT.  FOLLOW WINDHAM AVE. NORTHEASTERLY FOR
 LX4871'2.1 MILES TO BUSH ROCK ROAD (GRAVEL) WHICH IS ON THE LEFT, JUST
 LX4871'PAST A 2-1/2 STORY FRAME HOUSE ON THE SAME SIDE AND 0.2 MILE SW
 LX4871'OF THE HEBRON TOWN LINE.  GO IN A NORTHEASTERLY DIRECTION FOR 0.2
 LX4871'MILE TO A POINT WHICH IS 0.1 MILE SE OF THE ENTRANCE TO THE
 LX4871'CAMPING AREA AND IS RIGHT OF A STONE WALL INTERSECTION.
 LX4871'FROM THIS INTERSECTION GO 347 FT SE ALONG WALL STATION IS 17 FT
 LX4871'NW OF WALL.
 LX4871'
 LX4871'TO REACH FROM THE JUNCTIONS OF STATE ROUTES 216 AND 85 IN
 LX4871'COLCHESTER, GO NORTH ON ROUTES 2 AND 85 FOR 0.1 MILE TO A SURFACED
 LX4871'ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE TO A FORK, TAKE LEFT FORK
 LX4871'AND GO 2.3 MILES TO A DIM ROAD LEFT AT A FARM HOUSE ON THE LEFT
 LX4871'THRU A DOUBLE BOARD GATE AND ON THE RIGHT SIDE OF THE BARN FOR
 LX4871'0.1 MILE UP HILL TO STATION.  TO REACH THE AZIMUTH MARK FROM THIS
 LX4871'POINT TURN RIGHT AND GO 0.1 MILE TO LONE APPLE TREE AND AZIMUTH
 LX4871'MARK.
 LX4871'
 LX4871'AZIMUTH MARK IS ABOUT 0.2 MILE WEST OF THE STATION, 2.4 FEET
 LX4871'SOUTHEAST OF A BRONZE REFERENCE POST 45 FEET NORTHWEST OF A TWIN
 LX4871'APPLE TREE.  THE DISK IS STAMPED AMSTON 1940.
 LX4871'
 LX4871'R.M. 1--THE DISK IS STAMPED AMSTON NO.1 1940.  45 FEET EAST OF A
 LX4871'NS STONE FENCE LINE AND 105 FEET NORTH OF AN EW STONE FENCE LINE.
 LX4871'
 LX4871'R.M. 2--THE DISK IS STAMPED AMSTON NO. 2 1940 60 FEET NORTH OF
 LX4871'AN EW STONE FENCE LINE.
 LX4871'
 LX4871'STATION IS 367 FEET SOUTHWEST OF CENTERLINE OF BUSH ROCK
 LX4871'ROAD.  STATION RECOVERED IN GOOD CONDITION APRIL 1971.
 LX4871
 LX4871                          STATION RECOVERY (1975)
 LX4871
 LX4871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4871'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LX4871'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1
 LX4871'WAS FOUND SHORTER BY 0.045 METER AND THE DISTANCE TO REFERENCE
 LX4871'MARK 2 WAS FOUND LONGER BY 0.017 METER.  THE DIRECTION TO
 LX4871'REFERENCE MARK 1 CHECKED AND THE DIRECTION TO REFERENCE MARK 2
 LX4871'WAS FOUND TO BE GREATER BY 04 MINUTES AND 18 SECONDS.  THE
 LX4871'AZIMUTH MARK IS NO LONGER VISIBLE TO THE STATION AND A AZIMUTH
 LX4871'MARK 2 WAS ESTABLISHED AT THIS TIME.  A COMPLETE NEW
 LX4871'DESCRIPTION FOLLOWS.
 LX4871'
 LX4871'STATION IS ABOUT 3 MILES NORTH-NORTHEAST OF COLCHESTER, 2 MILES
 LX4871'WEST-SOUTHWEST OF EXTER, 1-1/2 MILES SOUTHEAST OF AMSTON,
 LX4871'1/4 MILE NORTHWEST OF WINDHAM AVENUE AND ON PROPERTY
 LX4871'OWNED BY MR. SEYMOUR OSTRAGER, 1188 GRAND CONCOURSE, BRONX,
 LX4871'NEW YORK.  PHONE NUMBER 538-5510.
 LX4871'
 LX4871'TO REACH THE STATION FROM THE NORTHEAST 1 OF 2 JUNCTIONS OF
 LX4871'STATE HIGHWAYS 16 AND 85 IN COLCHESTER, GO EASTERLY ON HIGHWAY 16
 LX4871'FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEASTERLY
 LX4871'ON WINDHAM AVENUE FOR 2.1 MILES TO A SIDE ROAD LEFT JUST PAST
 LX4871'A 2 STORY RED HOUSE.  TURN LEFT AND GO NORTHWESTERLY ON A DIRT
 LX4871'ROAD FOR 0.35 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS
 LX4871'THROUGH THE GATE AND GO WEST FOR ABOUT 150 FEET TO A LARGE
 LX4871'ROCK OUTCROP AND AZIMUTH MARK 2 AS DESCRIBED (TO REACH THE OLD
 LX4871'AZIMUTH MARK FROM HERE, GO NORTHWEST FOR ABOUT 130 PACES TO A
 LX4871'LONE APPLE TREE AND THE MARK AS DESCRIBED).  TURN LEFT AND
 LX4871'GO SOUTH ACROSS AN OPEN AREA, PASSING THROUGH A GAP IN A
 LX4871'ROCK FENCE FOR 0.1 MILE TO THE EDGE OF A WOODED AREA AND
 LX4871'THE STATION AS DESCRIBED.
 LX4871'
 LX4871'STATION MARK, STAMPED AMSTON 1940, IS A STANDARD DISK CEMENTED
 LX4871'IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 6 INCHES BELOW THE
 LX4871'GROUND SURFACE.  IT IS 76 FEET EAST OF A ROCK FENCE, 15 FEET
 LX4871'NORTH OF A ROCK FENCE AND 15 FEET WEST OF A METAL WITNESS
 LX4871'POST.
 LX4871'
 LX4871'REFERENCE MARK 1, STAMPED AMSTON 1940 NO 1, IS A STANDARD DISK
 LX4871'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 BY 3
 LX4871'FEET IN SIZE AND PROJECTS ABOUT 6 INCHES ABOVE THE
 LX4871'GROUND SURFACE.  IT IS 96 FEET NORTH-NORTHWEST OF A ROCK FENCE,
 LX4871'45 FEET EAST OF A ROCK FENCE AND 37 FEET EAST-SOUTHEAST OF
 LX4871'A TWIN TRUNKED TREE.
 LX4871'
 LX4871'REFERENCE MARK 2, STAMPED AMSTON NO 2 1940, IS A STANDARD
 LX4871'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS ABOUT
 LX4871'4 BY 8 FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ABOVE THE
 LX4871'GROUND SURFACE.  IT IS 66 FEET NORTH OF A ROCK FENCE AND 7 FEET
 LX4871'EAST OF A TRIPLE TRUNKED TREE.
 LX4871'
 LX4871'AZIMUTH MARK, STAMPED AMSTON 1940, IS A STANDARD DISK
 LX4871'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 BY 4
 LX4871'FEET IN SIZE AND PROJECTS ABOUT 2 FEET ABOVE THE
 LX4871'GROUND SURFACE.  IT IS 43 FEET NORTHWEST OF A 30-INCH APPLE
 LX4871'TREE AND 3 FEET WEST OF A METAL WITNESS POST.
 LX4871'
 LX4871'AZIMUTH MARK 2, STAMPED AMSTON 1940 AZ 2 1975, IS A STANDARD
 LX4871'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 LX4871'WHICH IS ABOUT 30 BY 50 FEET IN SIZE AND PROJECTS ABOUT 5
 LX4871'FEET ABOVE THE GROUND SURFACE.  IT IS 13 FEET SOUTH OF THE
 LX4871'NORTH END OF THE OUTCROP AND 10 FEET SOUTHWEST OF A METAL
 LX4871'WITNESS POST.
 LX4871'
 LX4871'NOTE--THE DIRECTION TO AZ MK 1940 IS FROM THE 1942 LIST
 LX4871'OF DIRECTIONS.
 LX4871'
 LX4871'HEIGHT OF LIGHT ABOVE STATION MARK 89.1 FEET.
 LX4871'
 LX4871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4871'1-1/2 MILES SOUTHEAST OF AMSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5916 ***********************************************************************
 LX5916  DESIGNATION -  ANDERSONS BARN CUPOLA
 LX5916  PID         -  LX5916
 LX5916  STATE/COUNTY-  CT/MIDDLESEX
 LX5916  USGS QUAD   -  ESSEX (1977)
 LX5916
 LX5916                         *CURRENT SURVEY CONTROL
 LX5916  ___________________________________________________________________
 LX5916* NAD 83(1996)-  41 20 15.11272(N)    072 23 04.11047(W)     ADJUSTED  
 LX5916* NAVD 88     -                                                        
 LX5916  ___________________________________________________________________
 LX5916  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX5916  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX5916
 LX5916  HORZ ORDER  -  THIRD
 LX5916
 LX5916.The horizontal coordinates were established by classical geodetic methods
 LX5916.and adjusted by the National Geodetic Survey in August 1998..
 LX5916
 LX5916
 LX5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5916
 LX5916.The geoid height was determined by GEOID03.
 LX5916
 LX5916;                    North         East     Units Scale Factor Converg.
 LX5916;SPC CT       -   208,459.942   335,396.262   MT  0.99998897   +0 14 32.5
 LX5916;SPC CT       -   683,922.33  1,100,379.24   sFT  0.99998897   +0 14 32.5
 LX5916;UTM  18      - 4,579,527.918   718,853.493   MT  1.00018950   +1 43 41.6
 LX5916
 LX5916                          SUPERSEDED SURVEY CONTROL
 LX5916
 LX5916  NAD 83(1992)-  41 20 15.11177(N)    072 23 04.11016(W) AD(       ) 4
 LX5916  NAD 83(1986)-  41 20 15.11368(N)    072 23 04.11344(W) AD(       ) 4
 LX5916  NAD 27      -  41 20 14.75800(N)    072 23 05.81600(W) AD(       ) 3
 LX5916
 LX5916.Superseded values are not recommended for survey control.
 LX5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5916.See file dsdata.txt to determine how the superseded data were derived.
 LX5916
 LX5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1885379528(NAD 83)
 LX5916
 LX5916  HISTORY     - Date     Condition        Report By
 LX5916  HISTORY     - 1934     MONUMENTED       CGS
 LX5916  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5916  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5916
 LX5916                          STATION DESCRIPTION
 LX5916
 LX5916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5916'THIS BARN IS ON THE PROPERTY OF J.T. ANDERSON, ABOUT 1.5 MILES
 LX5916'OF THE VILLAGE OF ESSEX ON THE SAYBROOK ROAD ROUTE 9.  IT IS ON THE
 LX5916'EASTERLY SIDE OF THE HIGHWAY ABOUT 30 METERS FROM THE CENTER LINE
 LX5916'OF THE ROAD.
 LX5916'
 LX5916'THE BARN IS A SMALL RECTANGULAR STRUCTURE PAINTED BROWN WITH A
 LX5916'BLACK ROOF.  THERE IS A SMALL SQUARE VENTILATING CUPOLA IN THE
 LX5916'MIDDLE OF THIS ROOF.  THE CUPOLA HAS A PYRAMIDAL ROOF AND A
 LX5916'GREEN-SLATTED OPENING IN EACH SIDE.
 LX5916'
 LX5916'CENTER IS THE APEX OF THE CUPOLA ROOF.
 LX5916
 LX5916                          STATION RECOVERY (1961)
 LX5916
 LX5916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5916'STATION COULD NOT BE FOUND.  THE BARN IS STILL IN EXISTENCE.  BUT
 LX5916'THE CUPOLA HAS BEEN REMOVED.
 LX5916
 LX5916                          STATION RECOVERY (1997)
 LX5916
 LX5916'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3635 ***********************************************************************
 LX3635  DESIGNATION -  ANDREWS RESET
 LX3635  PID         -  LX3635
 LX3635  STATE/COUNTY-  CT/NEW HAVEN
 LX3635  USGS QUAD   -  NAUGATUCK (1984)
 LX3635
 LX3635                         *CURRENT SURVEY CONTROL
 LX3635  ___________________________________________________________________
 LX3635* NAD 83(1996)-  41 29 02.12762(N)    073 05 26.77516(W)     ADJUSTED  
 LX3635* NAVD 88     -       266.4    (meters)     874.     (feet)  VERTCON   
 LX3635  ___________________________________________________________________
 LX3635  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 LX3635  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX3635
 LX3635  HORZ ORDER  -  FIRST
 LX3635
 LX3635.The horizontal coordinates were established by classical geodetic methods
 LX3635.and adjusted by the National Geodetic Survey in August 1998..
 LX3635
 LX3635.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3635
 LX3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3635
 LX3635.The geoid height was determined by GEOID03.
 LX3635
 LX3635;                    North         East     Units Scale Factor Converg.
 LX3635;SPC CT       -   224,709.797   276,341.055   MT  0.99998352   -0 13 33.4
 LX3635;SPC CT       -   737,235.39    906,628.94   sFT  0.99998352   -0 13 33.4
 LX3635;UTM  18      - 4,594,239.006   659,392.621   MT  0.99991266   +1 15 53.8
 LX3635
 LX3635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3635!SPC CT       -   0.99996280  x   0.99998352  =   0.99994632
 LX3635!UTM  18      -   0.99996280  x   0.99991266  =   0.99987547
 LX3635
 LX3635:                Primary Azimuth Mark                     Grid Az
 LX3635:SPC CT       -  WATERBURY MURRY PARK TANK                026 29 57.3
 LX3635:UTM  18      -  WATERBURY MURRY PARK TANK                025 00 30.1
 LX3635
 LX3635|---------------------------------------------------------------------|
 LX3635| PID    Reference Object                     Distance      Geod. Az  |
 LX3635|                                                           dddmmss.s |
 LX3635| LX3560 WATERBURY MURRY PARK TANK           APPROX. 5.2 KM 0261623.9 |
 LX3635| CB2636 ANDREWS RM 3                         95.846 METERS 05244     |
 LX3635| CB2635 ANDREWS RM 2                         77.944 METERS 10107     |
 LX3635| CB2634 ANDREWS RM 1                         46.525 METERS 24725     |
 LX3635| LX3600 ROXBURY FIRE TOWER                  APPROX.20.4 KM 3052714.6 |
 LX3635| LX3572 WHITTEMORE                          APPROX. 6.7 KM 3254321.3 |
 LX3635| CB2637 ANDREWS RM 4                        110.085 METERS 34729     |
 LX3635|---------------------------------------------------------------------|
 LX3635
 LX3635                          SUPERSEDED SURVEY CONTROL
 LX3635
 LX3635  NAD 83(1992)-  41 29 02.12701(N)    073 05 26.77540(W) AD(       ) 1
 LX3635  NAD 83(1986)-  41 29 02.12949(N)    073 05 26.77788(W) AD(       ) 1
 LX3635  NAD 27      -  41 29 01.78300(N)    073 05 28.38900(W) AD(       ) 1
 LX3635  NGVD 29 (01/16/90)  266.7    (m)          875.     (f) VERT ANG       
 LX3635
 LX3635.Superseded values are not recommended for survey control.
 LX3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3635.See file dsdata.txt to determine how the superseded data were derived.
 LX3635
 LX3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5939394239(NAD 83)
 LX3635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3635_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3635_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3635+STABILITY: SURFACE MOTION
 LX3635
 LX3635  HISTORY     - Date     Condition        Report By
 LX3635  HISTORY     - 1938     MONUMENTED       CTGS
 LX3635  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3635  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LX3635  HISTORY     - 1981     GOOD             NGS
 LX3635  HISTORY     - 1982     GOOD             NGS
 LX3635
 LX3635                          STATION DESCRIPTION
 LX3635
 LX3635'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX3635'STATION IS A BRONZE DISK, STAMPED ANDREWS-1938, SET IN A SQUARE
 LX3635'CONCRETE MONUMENT FLUSH WITH THE GROUND, SITUATED ABOUT 2-1/2
 LX3635'MILES WSW OF THE CENTER OF NAUGATUCK ON A BARREN HILL KNOWN AS
 LX3635'ANDREWS HILL (TOPOG. MAPS CALL IT HUNTINGTON HILL).
 LX3635'
 LX3635'THE UNDERGROUND STATION MARK IS A BRONZE DISK, STAMPED ANDREWS-1938
 LX3635'SET IN 3 INCHES OF CONCRETE 40 INCHES DIRECTLY UNDER THE
 LX3635'STATION SURFACE MARK.  ABOUT 3 INCHES OF DIRT SEPARATES THE
 LX3635'UNDERGROUND MARK FROM THE STATION SURFACE MARK MONUMENTS.
 LX3635'
 LX3635'REFERENCE MARK NO. 1 IS A BRONZE DISK, STAMPED ANDREWS-NO.1-1938,
 LX3635'SET IN A DRILL HOLE OF SMALL ROCK OUTCROP 15 INCHES BY 10
 LX3635'INCHES.  IT IS 151.32 FEET SW OF THE STATION.
 LX3635'
 LX3635'REFERENCE MARK NO. 2 IS A BRONZE DISK, STAMPED ANDREWS-NO. 2-1938,
 LX3635'SET IN A DRILL HOLE OF A BOULDER 18 INCHES BY 14 INCHES.  IT
 LX3635'IS 256.15 FEET E OF THE STATION.
 LX3635'
 LX3635'TO REACH FROM THE CENTER OF NAUGATUCK AT THE BRIDGE OVER THE
 LX3635'NAUGATUCK RIVER, GO W 0.2 MILE AND TURN LEFT (S) ON MAIN ST.  GO
 LX3635'S ON MAIN ST. 0.3 MILE AND TURN RIGHT (W).  GO W 0.8 MILE TO TAR
 LX3635'ROAD LEFT.  TURN LEFT (S) AND GO 0.2 MILE (PASSING LARGE LAKE ON
 LX3635'E SIDE) AND BEAR LEFT, GO S 0.2 MILE AND TURN SHARP RIGHT TO
 LX3635'FORKS.  TAKE RIGHT FORK UPHILL IN WESTERLY DIRECTION FOR 1.8
 LX3635'MILES TO SUMMIT OF ANDREWS HILL.  STATION IS ON SMALL MOUND 230
 LX3635'FEET E OF ROADWAY AND SMALL SUMMER COTTAGES.  IT IS ABOUT 130
 LX3635'FEET WNW OF LARGE SUMMER HOUSE ON THE HIGHEST POINT OF SAID
 LX3635'HILL.
 LX3635'
 LX3635'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 LX3635
 LX3635                          STATION RECOVERY (1972)
 LX3635
 LX3635'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3635'ANDREWS 1938 FAIR
 LX3635'
 LX3635'ANDREWS NO. 1 1938 NOT FOUND
 LX3635'
 LX3635'ANDREWS NO. 2 1938 NOT FOUND
 LX3635'
 LX3635'STATION IS 18.5 FEET NORTH OF THE CENTERLINE OF A WELL AND
 LX3635'ABOUT 430 FEET EAST OF ANDREW MOUNTAIN ROAD.  (ORIGINAL
 LX3635'DESCRIPTION SAID 230 FEET) RMS 1 AND 2 MAY HAVE BEEN PLOWED
 LX3635'UNDER AS AREA IS NOW A CULTIVATED FIELD.
 LX3635'
 LX3635'TO REACH FROM BRIDGE OVER NAUGATUCK RIVER ON MAPLE STREET IN
 LX3635'THE CENTER OF NAUGATUCK, GO WEST 0.15 MILE TO CONN. 63 (CHURCH
 LX3635'STREET) AND TURN LEFT.  PROCEED SOUTH ON CONN. 63 FOR 0.21 MILE
 LX3635'AND TURN RIGHT ON RUBBER AVENUE.  PROCEED WESTERLY
 LX3635'ON RUBBER AVENUE FOR 0.34 MILE.  TURN LEFT ON ANDREWS ROAD
 LX3635'AND GO SOUTHWESTERLY FOR 0.45 MILE.  BEAR RIGHT
 LX3635'ONTO ANDREWS MOUNTAIN ROAD AND GO SOUTHWESTERLY FOR 1.70
 LX3635'MILES TO A DIRT ROAD ON LEFT AT CREST OF HILL, JUST BEFORE
 LX3635'ROAD CURVES RIGHT AND GOES DOWNHILL.  TURN LEFT AND FOLLOW
 LX3635'ROAD EAST FOR 0.09 MILE TO Y IN ROAD.  STATION IS ON THE
 LX3635'LEFT ABOUT 150 FT NORTH.
 LX3635
 LX3635                          STATION RECOVERY (1973)
 LX3635
 LX3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LX3635'STATION SURFACE MONUMENT FOUND LAYING ON TOP OF GROUND.  UNDERGROUND
 LX3635'MARK RECOVERED IN GOOD CONDITION.  RM 1 AND 2 WERE RECOVERED,
 LX3635'CONSIDERABLY BATTERED.  RM 1 ARROW WAS POINTING OFF 180 DEG FROM
 LX3635'STATION AND DISTANCE FAILED TO CHECK BY 1.3 FEET.  RM 2 DISTANCE
 LX3635'FAILED TO CHECK BY 0.4 FOOT.  ANGLE BETWEEN RMS FAILED TO CHECK
 LX3635'BY 53 MIN 44 SEC.  A NEW SURFACE STATION MARK WAS ESTABLISHED.
 LX3635'TWO NEW REFERENCE MARKS WERE ESTABLISHED AND THEN RM 1 AND 2 WERE
 LX3635'REMOVED SO THE BOULDERS CAN BE TAKEN FROM THE FIELD.  A
 LX3635'COMPLETE DESCRIPTION FOLLOWS--
 LX3635'
 LX3635'STATION IS LOCATED AT THE NORTH EDGE OF A SMALL, CIRCULAR,
 LX3635'WEED-COVERED KNOLL SURROUNDED BY CULTIVATED FIELD, AND ON WHICH IS
 LX3635'AN OLD WELL, ON PROPERTY OF MR. FRANKLIN ANDREW.
 LX3635'
 LX3635'TO REACH STATION FROM THE BRIDGE OVER NAUGATUCK RIVER ON
 LX3635'MAPLE ST. IN CENTER OF NAUGATUCK, GO WEST ON MAPLE ST. 0.15
 LX3635'MILE.  TURN LEFT ON CHURCH ST. AND GO 0.2 MILE.  TURN RIGHT ON
 LX3635'RUBBER AVE. AND GO 0.35 MILE.  TURN LEFT ON ANDREW AVE. AND GO
 LX3635'SOUTHWEST 0.45 MILE.  TAKE T-ROAD RIGHT, ANDREW MT. RD., AND GO
 LX3635'UPHILL 1.7 MILE TO TRACK ROAD LEFT, JUST PAST 2 WHITE HOUSES ON
 LX3635'RIGHT.  TURN LEFT AND GO 0.1 MILE, THEN LEFT ABOUT 150 FEET TO
 LX3635'STATION ON HIGH POINT OF FIELD.
 LX3635'
 LX3635'STATION MARK IS A STANDARD NGS DISK STAMPED ANDREW 1938 1973,
 LX3635'SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT PROJECTING
 LX3635'2 INCHES FROM GROUND.  IT IS 90 FEET NORTH OF THE FIELD ENTRANCE,
 LX3635'430 FEET EAST OF ANDREW MT. RD., 130 FEET NORTHWEST OF NORTHWEST
 LX3635'CORNER OF OLD ANDREW HOUSE FOUNDATION, 18.5 FEET NORTH OF CENTER
 LX3635'OF OLD WELL, AND 3.2 FEET EAST OF A METAL WITNESS POST.
 LX3635'
 LX3635'UNDERGROUND MARK IS A STANDARD DISK STAMPED ANDREWS 1938, SET
 LX3635'IN CONCRETE 32 INCHES BELOW GROUND.
 LX3635'
 LX3635'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED ANDREW
 LX3635'1938 NO 3 1973, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER
 LX3635'OF A CONCRETE FOUNDATION OF A U.S. CORPS OF ENGRS. RADIO
 LX3635'MAST.  IT IS 3.3 FEET SOUTH OF SOUTHWEST CORNER OF RADIO HUT, 3.3
 LX3635'FEET WEST OF CENTER OF BASE OF THE RADIO MAST AND 19.1 FEET
 LX3635'LOWER THAN STATION MARK.
 LX3635'
 LX3635'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED ANDREW
 LX3635'1938 NO 4 1973, CEMENTED IN A DRILL HOLE IN A 2 X 3-FOOT, POINTED
 LX3635'BOULDER PROJECTING 10 INCHES FROM GROUND.  IT IS IN TIMBER, 23
 LX3635'FEET NORTH OF EDGE OF FIELD, 3-1/2 FEET SOUTHWEST OF A 16-INCH
 LX3635'ASH WITH METAL WITNESS SIGN NAILED ON IT, AND 27.3 FEET LOWER
 LX3635'THAN STATION MARK.
 LX3635'
 LX3635'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3635'2-1/2 MILES WSW OF NAUGATUCK.
 LX3635
 LX3635                          STATION RECOVERY (1981)
 LX3635
 LX3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3635'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN
 LX3635'GOOD CONDITION.  THERE IS NO AZIMUTH MARK MENTIONED IN THE PREVIOUS
 LX3635'DESCRIPTION DATA.  NO AZIMUTH MARK SET AT THIS TIME.  THE
 LX3635'DIRECTION TO THE REFERENCE MARKS CHECKED FAVORABLY, ALSO DISTANCE
 LX3635'TO THE REFERENCE MARKS CHECKED.
 LX3635'THE STATION IS LOCATED ABOUT 8.8  KM (5.5 MI) SOUTHWEST OF WATERBURY,
 LX3635'4 KM (2.5 MI) WEST-SOUTHWEST OF NAUGATUCK, ON A HILL KNOWN LOCALLY
 LX3635'AS ANDREW MOUNTAIN, IN THE EAST EDGE OF A CULTIVATED FIELD.
 LX3635'OWNERSHIP--MR FRANK ANDREW, WOODRUFF AVENUE, NAUGATUCK CT 06770.
 LX3635'
 LX3635'TO REACH THE STATION FROM THE BRIDGE OVER THE NAUGATUCK RIVER
 LX3635'IN THE CENTER OF NAUGATUCK.  GO WEST ON MAPLE STREET FOR 0.2 KM
 LX3635'(0.15 MI)TO A T-INTERSECTION.  TURN LEFT AND GO SOUTH ON CHURCH
 LX3635'STREET FOR 0.4 KM (0.25 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO
 LX3635'WEST ON RUBBER STREET FOR 0.6 KM (0.35 MI) TO A SIDE ROAD LEFT.
 LX3635'TURN LEFT AND GO SOUTHWESTERLY ON ANDREW AVENUE FOR 0.7 KM
 LX3635'(0.45 MI) TO A FORK, BEAR RIGHT AND GO SOUTHWESTERLY ON ANDREW
 LX3635'MOUNTAIN ROAD FOR 1.3 KM (0.8 MI) TO A SIDE ROAD LEFT AT A BEND
 LX3635'RIGHT IN ROAD.  CONTINUE AHEAD ON ANDREW MOUNTAIN ROAD FOR
 LX3635'1.4 KM (0.9 MI) TO FIELD ON THE LEFT.  TURN LEFT PASSING THROUGH
 LX3635'A LOCKED GATE FOR 0.2 KM (0.1 MI) TO A GAP IN THE BRUSH ON
 LX3635'THE LEFT.  TURN LEFT AND GO NORTH FOR 46 METERS (150 FT) TO
 LX3635'THE STATION ON A SMALL RISE.
 LX3635'
 LX3635'THE STATION IS A STANDARD NGS DISK
 LX3635'STAMPED---ANDREWS 1938 1973---,
 LX3635'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3635'FLUSH WITH GROUND.  IT IS LOCATED
 LX3635'5.9 METERS (19.3 FT) NORTH FROM AN OLD WELL AND
 LX3635'0.95 METER (3.1 FT) EAST FROM A METAL WITNESS POST.
 LX3635'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3635'STAMPED---ANDREW CTGS 1938---,
 LX3635'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS BELOW THE SURFACE.
 LX3635'
 LX3635'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3635'STAMPED---ANDREW 1938 NO 3 1973---,
 LX3635'CEMENTED INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE
 LX3635'FOUNDATION OF A U.S. CORPS OF ENGINEERS RADIO MAST.
 LX3635'IT IS LOCATED
 LX3635'5.0 METER (16.4 FT) EAST FROM THE EDGE OF THE CULTIVATED FIELD,
 LX3635'1.0 METERS (3.3 FT) SOUTH FROM THE SOUTHWEST CORNER OF A RADIO MAST
 LX3635'AND
 LX3635'0.98 METER (3.2 FT) WEST FROM CENTER OF RADIO MAST.
 LX3635'MARK IS BELOW STATION 5.8 METERS.
 LX3635'
 LX3635'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX3635'STAMPED---ANDREW 1938 NO 4 1973---,
 LX3635'SET INTO THE TOP OF A BOULDER OF 0.5 METER
 LX3635'LARGEST DIMENSION.  IT IS LOCATED
 LX3635'8.1 METERS (26.5 FT) NORTH FROM EDGE OF FIELD,
 LX3635'1.3 METERS (4.26 FT) SOUTHWEST FROM A 36 CM TREE WITH
 LX3635'WITNESS SIGN ATTACHED, MARK IS BELOW STATION 8 METERS.
 LX3635'
 LX3635'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREES ON LINE.
 LX3635'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22 METERS.
 LX3635'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX3635
 LX3635                          STATION RECOVERY (1982)
 LX3635
 LX3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3635'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LX3635'AS DESCRIBED IN 1981.
 LX3635'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.2 METERS.
 LX3635'
 LX3635'DESCRIBED BY D.L. MCFARLAND, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7156 ***********************************************************************
 LX7156  DESIGNATION -  ANGE
 LX7156  PID         -  LX7156
 LX7156  STATE/COUNTY-  CT/HARTFORD
 LX7156  USGS QUAD   -  NEW BRITAIN (1992)
 LX7156
 LX7156                         *CURRENT SURVEY CONTROL
 LX7156  ___________________________________________________________________
 LX7156* NAD 83(1996)-  41 38 49.51314(N)    072 49 58.59070(W)     ADJUSTED  
 LX7156* NAVD 88     -       195.8    (meters)     642.     (feet)  VERTCON   
 LX7156  ___________________________________________________________________
 LX7156  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX7156  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX7156
 LX7156  HORZ ORDER  -  FIRST
 LX7156
 LX7156.The horizontal coordinates were established by classical geodetic methods
 LX7156.and adjusted by the National Geodetic Survey in August 1998..
 LX7156
 LX7156.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7156
 LX7156.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7156
 LX7156.The geoid height was determined by GEOID03.
 LX7156
 LX7156;                    North         East     Units Scale Factor Converg.
 LX7156;SPC CT       -   242,778.335   297,891.079   MT  0.99998510   -0 03 18.0
 LX7156;SPC CT       -   796,515.25    977,330.98   sFT  0.99998510   -0 03 18.0
 LX7156;UTM  18      - 4,612,862.412   680,463.937   MT  1.00000078   +1 26 25.7
 LX7156
 LX7156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7156!SPC CT       -   0.99997387  x   0.99998510  =   0.99995897
 LX7156!UTM  18      -   0.99997387  x   1.00000078  =   0.99997465
 LX7156
 LX7156:                Primary Azimuth Mark                     Grid Az
 LX7156:SPC CT       -  FARMINGTON TV STA WVIT MAST              000 46 15.5
 LX7156:UTM  18      -  FARMINGTON TV STA WVIT MAST              359 16 31.8
 LX7156
 LX7156|---------------------------------------------------------------------|
 LX7156| PID    Reference Object                     Distance      Geod. Az  |
 LX7156|                                                           dddmmss.s |
 LX7156| LX7133 FARMINGTON TV STA WVIT MAST         APPROX. 6.0 KM 0004257.5 |
 LX7156| CZ6931 ANGE RM 1                            26.399 METERS 01125     |
 LX7156| LX7184 SOUTHINGTON 1ST CONG CH SPIRE       APPROX. 6.3 KM 2162522.9 |
 LX7156| LX7211 PLAINVILLE PRATT WHITNEY TANK       APPROX. 3.7 KM 2534440.8 |
 LX7156| LX7216 PLAINVILLE REDSTONE HILL SPIPE      APPROX. 5.0 KM 2632019.5 |
 LX7156| LX7223 SOUTH MTN                           APPROX. 9.5 KM 2710414.3 |
 LX7156| CZ6932 ANGE RM 2                            39.039 METERS 29558     |
 LX7156|---------------------------------------------------------------------|
 LX7156
 LX7156                          SUPERSEDED SURVEY CONTROL
 LX7156
 LX7156  NAD 83(1996)-  41 38 49.51258(N)    072 49 58.59076(W) AD(       ) 1
 LX7156  NAD 83(1992)-  41 38 49.51262(N)    072 49 58.59092(W) AD(       ) 1
 LX7156  NAD 83(1992)-  41 38 49.51450(N)    072 49 58.59257(W) AD(       ) 1
 LX7156  NAD 83(1986)-  41 38 49.51455(N)    072 49 58.59273(W) AD(       ) 1
 LX7156  NAD 27      -  41 38 49.15597(N)    072 50 00.23690(W) AD(       ) 1
 LX7156  NGVD 29 (07/19/86)  196.1    (m)          643.     (f) VERT ANG       
 LX7156
 LX7156.Superseded values are not recommended for survey control.
 LX7156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7156.See file dsdata.txt to determine how the superseded data were derived.
 LX7156
 LX7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8046412862(NAD 83)
 LX7156_MARKER: DS = TRIANGULATION STATION DISK
 LX7156_SETTING: 66 = SET IN ROCK OUTCROP
 LX7156_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7156+STABILITY: POSITION/ELEVATION WELL
 LX7156
 LX7156  HISTORY     - Date     Condition        Report By
 LX7156  HISTORY     - 1981     MONUMENTED       NGS
 LX7156
 LX7156                          STATION DESCRIPTION
 LX7156
 LX7156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7156'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF NEW BRITAIN,
 LX7156'3.2 KM (2.0 MI) SOUTHEAST OF PLAINVILLE AND 1.1 KM (0.7 MI)
 LX7156'NORTH FROM THE SOUTH END OF SHUTTLE MEADOW RESERVOIR IN WOODED
 LX7156'AREA.
 LX7156'OWNERSHIP--BOARD OF WATER COMMISSIONERS, 1000 SHUTTLE MEADOW
 LX7156'AVENUE, NEW BRITAIN CONNECTICUT 06052.
 LX7156'
 LX7156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 LX7156'72 IN PLAINVILLE.  GO SOUTH ON HIGHWAY 10 FOR 0.2 KM (0.1 MI)
 LX7156'TO A CROSS STREET.  TURN LEFT AND GO EAST ON WOODFORD AVENUE
 LX7156'FOR 1.3 KM (0.8 MI) TO LEDGE ROAD ON RIGHT JUST AFTER PASSING
 LX7156'UNDER INTERSTATE HIGHWAY 84.  TURN RIGHT ON LEDGE ROAD AND GO
 LX7156'FOR 2.2 KM (1.4 MI) TO A REVERSE FORK RIGHT, CONTINUE AHEAD FOR
 LX7156'1.6 KM (1.0 MI ) TO A SHARP CURVE IN THE ROAD, CONTINUE AHEAD FOR
 LX7156'0.1 KM (0.05 MI) TO A TRACK ROAD LEFT.  TURN LEFT, NORTH PASSING
 LX7156'THROUGH A CABLE GATE FOR 1 KM (0.65 MI) TO A ROAD RIGHT IN A
 LX7156'RAVINE, CONTINUE UP STEEP HILL ON ROUGH ROAD FOR 0.3 KM (0.2 MI)
 LX7156'TO STATION ON THE RIGHT NEAR A LARGE ROCK.
 LX7156'
 LX7156'THE STATION IS A STANDARD NGS DISK
 LX7156'STAMPED---ANGE 1981---,
 LX7156'THE DISK IS CEMENTED IN A DRILLHOLE IN A ROCK OUTCROP 14
 LX7156'CENTIMETERS BELOW THE GROUND.
 LX7156'IT IS LOCATED
 LX7156'9.88 METERS (32.4 FT) SOUTH FROM THE APPROXIMATE CENTER OF A DIRT
 LX7156'ROAD,
 LX7156'6.4 METERS (21.0 FT) WEST FROM THE WEST EDGE OF A ROCK LEDGE
 LX7156'PROJECTING 1.5 METERS HIGHER THAN THE STATION AND
 LX7156'1.45 METERS (4.8 FT) NORTH FROM A METAL WITNESS POST
 LX7156'
 LX7156'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7156'STAMPED---ANGE NO 1 1981---,
 LX7156'SET INTO THE TOP OF A BOULDER OF 3 METERS
 LX7156'LARGEST DIMENSION.  IT IS LOCATED
 LX7156'11.3 METERS (37.1 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 LX7156'ROAD AND
 LX7156'27.4 METERS (89.9 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 LX7156'MARK IS ABOVE STATION 1.5 METERS.
 LX7156'
 LX7156'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7156'STAMPED---ANGE NO 2 1981---,
 LX7156'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7156'39.9 METERS (131 FT) NORTHWEST FROM A METAL WITNESS POST AND
 LX7156'10.8 METERS (35.4 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 LX7156'OF THE DIRT ROAD.
 LX7156'MARK IS ABOVE STATION 1 METER.
 LX7156'
 LX7156'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 LX7156'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27.3 METERS.
 LX7156'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6794 ***********************************************************************
 LX6794  DESIGNATION -  ANGUS
 LX6794  PID         -  LX6794
 LX6794  STATE/COUNTY-  CT/HARTFORD
 LX6794  USGS QUAD   -  GLASTONBURY (1992)
 LX6794
 LX6794                         *CURRENT SURVEY CONTROL
 LX6794  ___________________________________________________________________
 LX6794* NAD 83(1996)-  41 41 08.05066(N)    072 33 35.00586(W)     ADJUSTED  
 LX6794* NAVD 88     -       145.4    (meters)     477.     (feet)  VERTCON   
 LX6794  ___________________________________________________________________
 LX6794  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LX6794  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX6794
 LX6794  HORZ ORDER  -  FIRST
 LX6794
 LX6794.The horizontal coordinates were established by classical geodetic methods
 LX6794.and adjusted by the National Geodetic Survey in August 1998..
 LX6794
 LX6794.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6794
 LX6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6794
 LX6794.The geoid height was determined by GEOID03.
 LX6794
 LX6794;                    North         East     Units Scale Factor Converg.
 LX6794;SPC CT       -   247,066.544   320,642.278   MT  0.99998665   +0 07 34.2
 LX6794;SPC CT       -   810,584.15  1,051,973.87   sFT  0.99998665   +0 07 34.2
 LX6794;UTM  18      - 4,617,743.598   703,096.922   MT  1.00010762   +1 37 24.4
 LX6794
 LX6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6794!SPC CT       -   0.99998182  x   0.99998665  =   0.99996847
 LX6794!UTM  18      -   0.99998182  x   1.00010762  =   1.00008944
 LX6794
 LX6794|---------------------------------------------------------------------|
 LX6794| PID    Reference Object                     Distance      Geod. Az  |
 LX6794|                                                           dddmmss.s |
 LX6794| CZ6933 ANGUS RM 1                           33.698 METERS 05826     |
 LX6794| CZ6934 ANGUS RM 2                           29.227 METERS 26006     |
 LX6794| LX6811 GLASTONBURY CH OF CHRIST SPIRE      APPROX. 4.8 KM 3023033.0 |
 LX6794| LX6800 GLASTONBURY ST PAULS CATH CH        APPROX. 5.3 KM 3070250.3 |
 LX6794| LX6795 BOTTI                               APPROX. 6.0 KM 3584429.5 |
 LX6794|---------------------------------------------------------------------|
 LX6794
 LX6794                          SUPERSEDED SURVEY CONTROL
 LX6794
 LX6794  NAD 83(1996)-  41 41 08.05009(N)    072 33 35.00592(W) AD(       ) 1
 LX6794  NAD 83(1992)-  41 41 08.05018(N)    072 33 35.00596(W) AD(       ) 1
 LX6794  NAD 83(1992)-  41 41 08.05174(N)    072 33 35.00747(W) AD(       ) 1
 LX6794  NAD 83(1986)-  41 41 08.05191(N)    072 33 35.00748(W) AD(       ) 1
 LX6794  NAD 27      -  41 41 07.69268(N)    072 33 36.68962(W) AD(       ) 1
 LX6794  NGVD 29 (07/19/86)  145.7    (m)          478.     (f) VERT ANG       
 LX6794
 LX6794.Superseded values are not recommended for survey control.
 LX6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6794.See file dsdata.txt to determine how the superseded data were derived.
 LX6794
 LX6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0309717744(NAD 83)
 LX6794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6794_SETTING: 66 = SET IN ROCK OUTCROP
 LX6794_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6794+STABILITY: POSITION/ELEVATION WELL
 LX6794
 LX6794  HISTORY     - Date     Condition        Report By
 LX6794  HISTORY     - 1978     MONUMENTED       NGS
 LX6794
 LX6794                          STATION DESCRIPTION
 LX6794
 LX6794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6794'THE STATION IS LOCATED IN AN APPLE ORCHARD THAT IS ABOUT 3
 LX6794'MILES
 LX6794'SOUTHEAST OF GLASTONBURY, 2-1/2 MILES EAST OF THE CONNECTICUT
 LX6794'RIVER, 2-1/4 MILES NORTHEAST OF SOUTH GLASTONBURY AND 1-1/2
 LX6794'MILES SOUTHWEST OF EAST GLASTONBURY. IT IS ON PROPERTY OWNED
 LX6794'BY MR. WOODLAND SCOTT, 1838 NEW LONDON TURNPIKE, GLASTONBURY
 LX6794'CONNECTICUT 06033, PHONE NUMBER 633-8681.
 LX6794'
 LX6794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX6794'83 AND MANCHESTER ROAD WHICH IS ABOUT 1-1/4 MILES SOUTHWEST
 LX6794'OF EAST GLASTONBURY. FROM THE CENTER OF THE OVERPASS, GO
 LX6794'SOUTHWEST ON STATE HIGHWAY 83 (MANCHESTER ROAD) FOR 0.1 MILE
 LX6794'TO A T-ROAD. TURN RIGHT AND GO NORTHWEST ON
 LX6794'THE NEW LONDON TURNPIKE
 LX6794'FOR 1.2 MILES TO A SIDE ROAD LEFT AND SIGN (TOWER HILL GRANITE
 LX6794'COMPANY QUARRY) TURN LEFT AND GO WESTERLY ON A DIRT ROAD INTO
 LX6794'AN APPLE ORCHARD FOR ABOUT 100 FEET TO A TRACK ROAD
 LX6794'ON THE RIGHT.  TURN
 LX6794'RIGHT AND GO NORTHWEST ON THE TRACK ROAD BETWEEN ROWS OF
 LX6794'APPLE TREES PASSING TO THE LEFT OF A SHED AND HOUSE FOR 0.15
 LX6794'MILE TO THE STATION.
 LX6794'
 LX6794'THE STATION MARK, STAMPED---ANGUS 1978---, IS A STANDARD DISK
 LX6794'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP THAT IS FLUSH
 LX6794'WITH THE GROUND SURFACE. IT IS 33.5 FEET SOUTHEAST OF AN APPLE
 LX6794'TREE, 28 FEET NORTHWEST OF AN APPLE TREE AND 14.3 FEET
 LX6794'NORTHEAST OF A METAL WITNESS POST.
 LX6794'
 LX6794'REFERENCE MARK 1, STAMPED---ANGUS NO 1 1978---, IS A STANDARD
 LX6794'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP
 LX6794'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 77 FEET SOUTHWEST
 LX6794'OF THE SOUTHWEST CORNER OF A HOUSE, 26 FEET NORTHWEST OF AN
 LX6794'APPLE TREE AND 26 FEET NORTHEAST OF AN APPLE TREE.
 LX6794'
 LX6794'REFERENCE MARK 2, STAMPED---ANGUS NO 2 1978---, IS A STANDARD
 LX6794'DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP THAT IS
 LX6794'FLUSH WITH THE GROUND SURFACE. IT IS 34.5 FEET WEST OF AN
 LX6794'APPLE TREE AND 22 FEET SOUTH OF AN APPLE TREE.
 LX6794'
 LX6794'THE MEASUREMENT BETWEEN THE REFERENCE MARKS IS
 LX6794'SOMEWHAT OF A ROUGH MEASUREMENT AS IT WAS MEASURED
 LX6794'BENEATH THE APPLE TREE LIMBS.
 LX6794'
 LX6794'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 LX6794'
 LX6794'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 31.0 METERS.
 LX6794'
 LX6794'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3653 ***********************************************************************
 LX3653  DESIGNATION -  ANSONIA
 LX3653  PID         -  LX3653
 LX3653  STATE/COUNTY-  CT/NEW HAVEN
 LX3653  USGS QUAD   -  ANSONIA (1984)
 LX3653
 LX3653                         *CURRENT SURVEY CONTROL
 LX3653  ___________________________________________________________________
 LX3653* NAD 83(1996)-  41 21 01.12170(N)    073 04 15.75266(W)     ADJUSTED  
 LX3653* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 LX3653  ___________________________________________________________________
 LX3653  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 LX3653  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX3653
 LX3653  HORZ ORDER  -  THIRD
 LX3653
 LX3653.The horizontal coordinates were established by classical geodetic methods
 LX3653.and adjusted by the National Geodetic Survey in August 1998..
 LX3653
 LX3653.The orthometric height was scaled from a topographic map.
 LX3653
 LX3653.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3653
 LX3653.The geoid height was determined by GEOID03.
 LX3653
 LX3653;                    North         East     Units Scale Factor Converg.
 LX3653;SPC CT       -   209,864.509   277,933.543   MT  0.99998823   -0 12 46.3
 LX3653;SPC CT       -   688,530.48    911,853.63   sFT  0.99998823   -0 12 46.3
 LX3653;UTM  18      - 4,579,441.139   661,370.249   MT  0.99992048   +1 16 28.8
 LX3653
 LX3653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3653!SPC CT       -   0.99998996  x   0.99998823  =   0.99997819
 LX3653!UTM  18      -   0.99998996  x   0.99992048  =   0.99991044
 LX3653
 LX3653|---------------------------------------------------------------------|
 LX3653| PID    Reference Object                     Distance      Geod. Az  |
 LX3653|                                                           dddmmss.s |
 LX3653| CB2639 ANSONIA RM 2                          5.258 METERS 00607     |
 LX3653| LX3677 CORUM                               APPROX. 6.2 KM 1892720.5 |
 LX3653| LX3650 ANSONIA S O AND C CO STACK          APPROX. 1.6 KM 1992131.0 |
 LX3653| LX3669 ANSONIA AMERICAN BRASS STACK        APPROX. 1.1 KM 2081157.4 |
 LX3653| LX7569 ANSONIA RM 3                         25.317 METERS 21032     |
 LX3653| LX3657 DERBY GREEK CATH CH DOME            APPROX. 1.8 KM 2165503.0 |
 LX3653| LX3660 DERBY RUSSIAN ORTH CH SPIRE         APPROX. 1.5 KM 2233731.0 |
 LX3653| CB2638 ANSONIA RM 1                          4.220 METERS 23802     |
 LX3653| LX3661 ANSONIA CHASE BRASS STACK 1         APPROX. 1.0 KM 2543636.7 |
 LX3653| LX3662 ANSONIA CHASE BRASS STACK 2         APPROX. 1.0 KM 2584818.7 |
 LX3653| LX3667 ANSONIA ASSUMPTION SCH DOME         APPROX. 0.7 KM 2604921.0 |
 LX3653|---------------------------------------------------------------------|
 LX3653
 LX3653                          SUPERSEDED SURVEY CONTROL
 LX3653
 LX3653  NAD 83(1992)-  41 21 01.12071(N)    073 04 15.75265(W) AD(       ) 3
 LX3653  NAD 83(1986)-  41 21 01.11996(N)    073 04 15.75862(W) AD(       ) 3
 LX3653  NAD 27      -  41 21 00.77000(N)    073 04 17.37100(W) AD(       ) 3
 LX3653
 LX3653.Superseded values are not recommended for survey control.
 LX3653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3653.See file dsdata.txt to determine how the superseded data were derived.
 LX3653
 LX3653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6137079441(NAD 83)
 LX3653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3653_SETTING: 66 = SET IN ROCK OUTCROP
 LX3653_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX3653_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3653_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3653+STABILITY: POSITION/ELEVATION WELL
 LX3653
 LX3653  HISTORY     - Date     Condition        Report By
 LX3653  HISTORY     - 1934     MONUMENTED       CTGS
 LX3653  HISTORY     - 1982     GOOD
 LX3653  HISTORY     - 1988     GOOD             USPSQD
 LX3653
 LX3653                          STATION DESCRIPTION
 LX3653
 LX3653'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3653'LOCATED IN A HILL LYING BETWEEN PROSPECT STREET AND THE LAKE
 LX3653'AND ICE HOUSE OF THE SOUTHERN NEW ENGLAND ICE COMPANY IN
 LX3653'ANSONIA.  GO N ON MAIN STREET, TURN E UP FOUNDRY HILL ONE BLOCK
 LX3653'PAST Y.M.C.A., GO ONE BLOCK TO ANSONIA HIGH SCHOOL, THENCE
 LX3653'NORTHERLY ON PROSPECT STREET 0.4 MILE TO HOUSE 166.  STATION IS
 LX3653'AT TOP OF HILL IN REAR OF HOUSE OF MRS. BARRY.  STATION IS
 LX3653'STANDARD DISK SET IN DRILL HOLE IN A BOULDER NEARLY FLUSH WITH
 LX3653'THE GROUND.  REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD DISKS
 LX3653'SET IN BOULDERS TO N AND S OF STATION.  R.M. NO.1 TO R.M.
 LX3653'NO.2 IS 8.57 METERS.
 LX3653'
 LX3653'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX3653
 LX3653                          STATION RECOVERY (1982)
 LX3653
 LX3653'RECOVERED 1982 (AJK)
 LX3653'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3653'IN GOOD CONDITION.  A NEW REFERENCE MARK 3 WAS SET AT THIS TIME.
 LX3653'A NEW TO REACH FOLLOWS.
 LX3653'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTH OF SEYMOUR,
 LX3653'4.8 KM (3 MI) WEST SOUTHWEST OF WOODBRIDGE AND 4.4 KM
 LX3653'(2.75 MI) NORTHEAST OF SHELTON.
 LX3653'OWNERSHIP--MR ARTHUR DAVIS, 124 BENHAM ROAD, SEYMOUR CT 06483,
 LX3653'PHONE 203-735-7106.
 LX3653'
 LX3653'TO REACH THE STATION FROM ANSONIA AT THE INTERSECTION OF
 LX3653'CONNECTICUT ROUTE 334 (MAPLE STREET) AND CONNECTICUT ROUTE 115
 LX3653'(MAIN STREET) PROCEED NORTHWEST ON CONNECTICUT ROUTE 115 FOR
 LX3653'0.16 KM (0.1 MI) TO A CROSSROAD.  CONTINUE STRAIGHT ACROSS
 LX3653'INTERSECTION, BEARING JUST A LITTLE RIGHT.  PROCEED NORTHWEST
 LX3653'ON MAIN STREET FOR 0.16 KM (0.1 MI) GOING PAST THE ARMORY ON THE
 LX3653'LEFT AND THE YMCA ON THE RIGHT.  TURN RIGHT ON SOUTH CLIFF STREET
 LX3653'AND GO SOUTHEAST FOR 0.3 KM (0.16 MI) AND TURN A HARD LEFT IN
 LX3653'FRONT OF THE EPISCOPAL CHURCH OF CHRIST.  PPROCEED NORTHEAST
 LX3653'ON MOULTHROP STREET FOR 0.3 KM (0.18 MI) AND TURN LEFT.  GO
 LX3653'NORTHEAST ON PROSPECT STREET FOR 0.1 KM (0.07 MI) AND TURN RIGHT.
 LX3653'ON GEORGE STREET.  GO SOUTHEAST ON GEORGE STREET FOR 0.1 KM
 LX3653'(0.07 MI) AND TURN LEFT.  PROCEED NORTHEAST ON ELIZABETH STREET
 LX3653'FOR 0.1 KM (0.09 MI) TO END OF TRUCK TRAVEL.  STATION IS ON TOP
 LX3653'OF HILL ABOUT 400 FEET NORTHEAST ALONG A WELL BEATEN PATH.
 LX3653'
 LX3653'THE STATION IS A STANDARD USCGS DISK
 LX3653'STAMPED---ANSONIA 1934---,
 LX3653'SET INTO THE TOP OF A BOULDER OF 2 METERS
 LX3653'LARGEST DIMENSION.  IT IS LOCATED
 LX3653'4.10 METERS (13.5 FT) NORTH-NORTHWEST FROM A 38 CM HICKORY TREE
 LX3653'AND
 LX3653'8.05 METERS (26.4 FT) SOUTHWEST FROM A 46 CM TWIN OAK TREE.
 LX3653'
 LX3653'REFERENCE MARK NUMBER 1 IS A STANDARD USCGS DISK
 LX3653'STAMPED---ANSONIA 1934 RM 1---,
 LX3653'SET INTO THE TOP OF A BOULDER OF 3 METERS
 LX3653'LARGEST DIMENSION.  IT IS LOCATED
 LX3653'5.55 METERS (18.2 FT) WEST-NORTHWEST FROM A 38 CM HICKORY TREE AND
 LX3653'12.19 METERS (40.0 FT) SOUTHWEST FROM A 46 CM TWIN OAK TREE.
 LX3653'MARK IS ABOVE STATION 0.1 METER.
 LX3653'
 LX3653'REFERENCE MARK NUMBER 2 IS A STANDARD USCGS DISK
 LX3653'STAMPED---ANSONIA 1934 RM 2---,
 LX3653'SET INTO THE TOP OF A BOULDER OF 2 METERS
 LX3653'LARGEST DIMENSION.  IT IS LOCATED
 LX3653'8.96 METERS (29.4 FT) NORTH FROM A 38 CM HICKORY TREE AND
 LX3653'5.06 METERS (16.6 FT) SOUTHWEST FROM A TWIN 46 CM OAK TREE.
 LX3653'MARK IS LEVEL WITH STATION.
 LX3653'
 LX3653'REFERENCE MARK NUMBER 3 IS A STANDARD CTGS DISK
 LX3653'STAMPED---ANSONIA RM 3 1934 1982---,
 LX3653'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3653'23.16 METERS (76.0 FT) SOUTHWEST FROM A 38 CM HICKORY TREE,
 LX3653'33.13 METERS (108.7 FT) SOUTHWEST FROM A 46 CM TWIN OAK TREE AND
 LX3653'4.88 METERS (16.0 FT) SOUTHEAST FROM A WELL WORN PATH LEADING TO
 LX3653'THE STATION.
 LX3653'MARK IS BELOW STATION 0.3 METER.
 LX3653'
 LX3653'NO LIGHT WAS SHOWN FROM THIS MARK.
 LX3653'
 LX3653'DESCRIBED BY R JORDAN.
 LX3653
 LX3653                          STATION RECOVERY (1988)
 LX3653
 LX3653'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3669 ***********************************************************************
 LX3669  DESIGNATION -  ANSONIA AMERICAN BRASS STACK
 LX3669  PID         -  LX3669
 LX3669  STATE/COUNTY-  CT/NEW HAVEN
 LX3669  USGS QUAD   -  ANSONIA (1984)
 LX3669
 LX3669                         *CURRENT SURVEY CONTROL
 LX3669  ___________________________________________________________________
 LX3669* NAD 83(1996)-  41 20 28.53350(N)    073 04 38.93715(W)     ADJUSTED  
 LX3669* NAVD 88     -                                                        
 LX3669  ___________________________________________________________________
 LX3669  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LX3669  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX3669
 LX3669  HORZ ORDER  -  THIRD
 LX3669
 LX3669.The horizontal coordinates were established by classical geodetic methods
 LX3669.and adjusted by the National Geodetic Survey in August 1998..
 LX3669
 LX3669
 LX3669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3669
 LX3669.The geoid height was determined by GEOID03.
 LX3669
 LX3669;                    North         East     Units Scale Factor Converg.
 LX3669;SPC CT       -   208,861.199   277,390.780   MT  0.99998875   -0 13 01.7
 LX3669;SPC CT       -   685,238.78    910,072.92   sFT  0.99998875   -0 13 01.7
 LX3669;UTM  18      - 4,578,424.149   660,853.748   MT  0.99991843   +1 16 12.6
 LX3669
 LX3669                          SUPERSEDED SURVEY CONTROL
 LX3669
 LX3669  NAD 83(1992)-  41 20 28.53251(N)    073 04 38.93710(W) AD(       ) 4
 LX3669  NAD 83(1986)-  41 20 28.53183(N)    073 04 38.94273(W) AD(       ) 4
 LX3669  NAD 27      -  41 20 28.18200(N)    073 04 40.55000(W) AD(       ) 3
 LX3669
 LX3669.Superseded values are not recommended for survey control.
 LX3669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3669.See file dsdata.txt to determine how the superseded data were derived.
 LX3669
 LX3669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6085478424(NAD 83)
 LX3669
 LX3669  HISTORY     - Date     Condition        Report By
 LX3669  HISTORY     - 1934     MONUMENTED       CTGS
 LX3669
 LX3669                          STATION DESCRIPTION
 LX3669
 LX3669'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3669'THE TALLEST OF TWO SQUARE BROWN STACKS OF BRICK OF THE AMERICAN
 LX3669'BRASS COMPANY IN THE CITY OF ANSONIA.  OFFICE OF THE COMPANY
 LX3669'IS ON LIBERTY STREET.  THE CORNERS OF THE STACK ARE GROOVED.  IT IS
 LX3669'VERY OLD AND IS ALMOST BLACK FROM SMOKE AND SOOT.  THERE IS A
 LX3669'RESERVOIR IN BACK OF THE MAIN BUILDING.  STATION IS CENTER LINE
 LX3669'OF STACK.  HEIGHT ABOUT 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3667 ***********************************************************************
 LX3667  DESIGNATION -  ANSONIA ASSUMPTION SCH DOME
 LX3667  PID         -  LX3667
 LX3667  STATE/COUNTY-  CT/NEW HAVEN
 LX3667  USGS QUAD   -  ANSONIA (1984)
 LX3667
 LX3667                         *CURRENT SURVEY CONTROL
 LX3667  ___________________________________________________________________
 LX3667* NAD 83(1996)-  41 20 57.34885(N)    073 04 46.73303(W)     ADJUSTED  
 LX3667* NAVD 88     -                                                        
 LX3667  ___________________________________________________________________
 LX3667  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 LX3667  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX3667
 LX3667  HORZ ORDER  -  THIRD
 LX3667
 LX3667.The horizontal coordinates were established by classical geodetic methods
 LX3667.and adjusted by the National Geodetic Survey in August 1998..
 LX3667
 LX3667
 LX3667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3667
 LX3667.The geoid height was determined by GEOID03.
 LX3667
 LX3667;                    North         East     Units Scale Factor Converg.
 LX3667;SPC CT       -   209,750.829   277,212.921   MT  0.99998829   -0 13 06.9
 LX3667;SPC CT       -   688,157.51    909,489.39   sFT  0.99998829   -0 13 06.9
 LX3667;UTM  18      - 4,579,308.800   660,652.871   MT  0.99991764   +1 16 08.2
 LX3667
 LX3667                          SUPERSEDED SURVEY CONTROL
 LX3667
 LX3667  NAD 83(1992)-  41 20 57.34786(N)    073 04 46.73300(W) AD(       ) 4
 LX3667  NAD 83(1986)-  41 20 57.34695(N)    073 04 46.73854(W) AD(       ) 4
 LX3667  NAD 27      -  41 20 56.99600(N)    073 04 48.34900(W) AD(       ) 3
 LX3667
 LX3667.Superseded values are not recommended for survey control.
 LX3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3667.See file dsdata.txt to determine how the superseded data were derived.
 LX3667
 LX3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6065379309(NAD 83)
 LX3667
 LX3667  HISTORY     - Date     Condition        Report By
 LX3667  HISTORY     - 1934     MONUMENTED       CTGS
 LX3667
 LX3667                          STATION DESCRIPTION
 LX3667
 LX3667'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3667'A GREEN DOME ON THE BELFRY OF THE ASSUMPTION SCHOOL IN THE CITY
 LX3667'OF ANSONIA.  THE BUILDING IS A THREE-STORY, RED-BRICK, TRIMMED
 LX3667'WITH GRANITE AND HAS A FLAT ROOF.  THE TOP STORY IS SET BACK FROM
 LX3667'THE FACE OF THE FRONT.  STATION IS THE CROSS ON THE DOME.  HEIGHT
 LX3667'ABOUT 75 FEET.
 LX3667'
 LX3667'CONVENT AND SCHOOL LOCATED ON NORTH CLIFF STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3661 ***********************************************************************
 LX3661  DESIGNATION -  ANSONIA CHASE BRASS STACK 1
 LX3661  PID         -  LX3661
 LX3661  STATE/COUNTY-  CT/NEW HAVEN
 LX3661  USGS QUAD   -  ANSONIA (1984)
 LX3661
 LX3661                         *CURRENT SURVEY CONTROL
 LX3661  ___________________________________________________________________
 LX3661* NAD 83(1996)-  41 20 52.22588(N)    073 04 58.62951(W)     ADJUSTED  
 LX3661* NAVD 88     -                                                        
 LX3661  ___________________________________________________________________
 LX3661  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LX3661  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX3661
 LX3661  HORZ ORDER  -  THIRD
 LX3661
 LX3661.The horizontal coordinates were established by classical geodetic methods
 LX3661.and adjusted by the National Geodetic Survey in August 1998..
 LX3661
 LX3661
 LX3661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3661
 LX3661.The geoid height was determined by GEOID03.
 LX3661
 LX3661;                    North         East     Units Scale Factor Converg.
 LX3661;SPC CT       -   209,593.848   276,935.759   MT  0.99998837   -0 13 14.8
 LX3661;SPC CT       -   687,642.48    908,580.07   sFT  0.99998837   -0 13 14.8
 LX3661;UTM  18      - 4,579,144.689   660,379.897   MT  0.99991656   +1 16 00.2
 LX3661
 LX3661                          SUPERSEDED SURVEY CONTROL
 LX3661
 LX3661  NAD 83(1992)-  41 20 52.22488(N)    073 04 58.62948(W) AD(       ) 4
 LX3661  NAD 83(1986)-  41 20 52.22400(N)    073 04 58.63487(W) AD(       ) 4
 LX3661  NAD 27      -  41 20 51.87400(N)    073 05 00.24500(W) AD(       ) 3
 LX3661
 LX3661.Superseded values are not recommended for survey control.
 LX3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3661.See file dsdata.txt to determine how the superseded data were derived.
 LX3661
 LX3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6038079145(NAD 83)
 LX3661
 LX3661  HISTORY     - Date     Condition        Report By
 LX3661  HISTORY     - 1934     MONUMENTED       CTGS
 LX3661
 LX3661                          STATION DESCRIPTION
 LX3661
 LX3661'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3661'AT THE PLANT OF THE CHASE BRASS COMPANY IN THE CITY OF ANSONIA,
 LX3661'STACK IS ROUND AND MADE OF YELLOW-BRICK.  IT IS THE NEWEST OF FOUR
 LX3661'STACKS NEAR THE CENTER OF THE PLANT.  STATION IS THE CENTER LINE,
 LX3661'ABOUT 175 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3662 ***********************************************************************
 LX3662  DESIGNATION -  ANSONIA CHASE BRASS STACK 2
 LX3662  PID         -  LX3662
 LX3662  STATE/COUNTY-  CT/NEW HAVEN
 LX3662  USGS QUAD   -  ANSONIA (1984)
 LX3662
 LX3662                         *CURRENT SURVEY CONTROL
 LX3662  ___________________________________________________________________
 LX3662* NAD 83(1996)-  41 20 54.81249(N)    073 04 58.04296(W)     ADJUSTED  
 LX3662* NAVD 88     -                                                        
 LX3662  ___________________________________________________________________
 LX3662  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LX3662  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX3662
 LX3662  HORZ ORDER  -  THIRD
 LX3662
 LX3662.The horizontal coordinates were established by classical geodetic methods
 LX3662.and adjusted by the National Geodetic Survey in August 1998..
 LX3662
 LX3662
 LX3662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3662
 LX3662.The geoid height was determined by GEOID03.
 LX3662
 LX3662;                    North         East     Units Scale Factor Converg.
 LX3662;SPC CT       -   209,673.592   276,949.702   MT  0.99998833   -0 13 14.4
 LX3662;SPC CT       -   687,904.11    908,625.81   sFT  0.99998833   -0 13 14.4
 LX3662;UTM  18      - 4,579,224.762   660,391.764   MT  0.99991660   +1 16 00.7
 LX3662
 LX3662                          SUPERSEDED SURVEY CONTROL
 LX3662
 LX3662  NAD 83(1992)-  41 20 54.81149(N)    073 04 58.04293(W) AD(       ) 4
 LX3662  NAD 83(1986)-  41 20 54.81059(N)    073 04 58.04832(W) AD(       ) 4
 LX3662  NAD 27      -  41 20 54.46000(N)    073 04 59.65900(W) AD(       ) 3
 LX3662
 LX3662.Superseded values are not recommended for survey control.
 LX3662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3662.See file dsdata.txt to determine how the superseded data were derived.
 LX3662
 LX3662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6039279225(NAD 83)
 LX3662
 LX3662  HISTORY     - Date     Condition        Report By
 LX3662  HISTORY     - 1934     MONUMENTED       CTGS
 LX3662
 LX3662                          STATION DESCRIPTION
 LX3662
 LX3662'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3662'AT THE CHASE BRASS COMPANY IN THE CITY OF ANSONIA.  THE STACK IS
 LX3662'ROUND AND MADE OF BROWN-BRICK WHICH HAS BEEN BLACKENED BY
 LX3662'SMOKE.  THE STACK HAS A BELL-SHAPED TOP AND IS NEAR THE CENTER
 LX3662'OF THE PLANT.  STATION IS THE CENTER LINE.  HEIGHT ABOUT 175 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7569 ***********************************************************************
 LX7569  DESIGNATION -  ANSONIA RM 3
 LX7569  PID         -  LX7569
 LX7569  STATE/COUNTY-  CT/NEW HAVEN
 LX7569  USGS QUAD   -  ANSONIA (1984)
 LX7569
 LX7569                         *CURRENT SURVEY CONTROL
 LX7569  ___________________________________________________________________
 LX7569* NAD 83(1996)-  41 21 00.41479(N)    073 04 16.30584(W)     ADJUSTED  
 LX7569* NAVD 88     -        92.92   (+/-2cm)     304.9    (feet)  VERTCON   
 LX7569  ___________________________________________________________________
 LX7569  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 LX7569  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX7569
 LX7569  HORZ ORDER  -  THIRD
 LX7569  VERT ORDER  -  THIRD (See Below)
 LX7569
 LX7569.The horizontal coordinates were established by classical geodetic methods
 LX7569.and adjusted by the National Geodetic Survey in August 1998..
 LX7569
 LX7569.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7569.The vertical order pertains to the NGVD 29 superseded value.
 LX7569
 LX7569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7569
 LX7569.The geoid height was determined by GEOID03.
 LX7569
 LX7569;                    North         East     Units Scale Factor Converg.
 LX7569;SPC CT       -   209,842.749   277,920.603   MT  0.99998825   -0 12 46.7
 LX7569;SPC CT       -   688,459.09    911,811.18   sFT  0.99998825   -0 12 46.7
 LX7569;UTM  18      - 4,579,419.052   661,357.879   MT  0.99992043   +1 16 28.4
 LX7569
 LX7569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7569!SPC CT       -   0.99999005  x   0.99998825  =   0.99997830
 LX7569!UTM  18      -   0.99999005  x   0.99992043  =   0.99991048
 LX7569
 LX7569                          SUPERSEDED SURVEY CONTROL
 LX7569
 LX7569  NAD 83(1992)-  41 21 00.41395(N)    073 04 16.30572(W) AD(       ) 3
 LX7569  NAD 83(1986)-  41 21 00.41359(N)    073 04 16.31138(W) AD(       ) 3
 LX7569  NAD 83(1986)-  41 21 00.41321(N)    073 04 16.31167(W) AD(       ) 2
 LX7569  NGVD 29 (01/16/90)   93.23   (m)          305.9    (f) LEVELING    3  
 LX7569
 LX7569.Superseded values are not recommended for survey control.
 LX7569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7569.See file dsdata.txt to determine how the superseded data were derived.
 LX7569
 LX7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6135879419(NAD 83)
 LX7569_MARKER: DD = SURVEY DISK
 LX7569_SETTING: 66 = SET IN ROCK OUTCROP
 LX7569_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX7569_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7569+STABILITY: POSITION/ELEVATION WELL
 LX7569
 LX7569  HISTORY     - Date     Condition        Report By
 LX7569  HISTORY     - 1982     MONUMENTED
 LX7569
 LX7569                          STATION DESCRIPTION
 LX7569
 LX7569'DESCRIBED 1982 (AJK)
 LX7569'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTH OF SEYMOUR,
 LX7569'4.8 KM (3 MI) WEST SOUTHWEST OF WOODBRIDGE AND 4.4 KM (2.75 MI)
 LX7569'NORTHEAST OF SHELTON.
 LX7569'OWNERSHIP--MR ARTHUR DAVIS, 124 BENHAM ROAD, SEYMOUR
 LX7569'CT 06483, PHONE 203-735-7106.
 LX7569'
 LX7569'TO REACH THE STATION FROM ANSONIA AT THE INTERSECTION OF
 LX7569'CONNECTICUT ROUTE 334 (MAPLE STREET) AND CONNECTICUT ROUTE 115
 LX7569'(MAIN STREET) PROCEED NORTHWEST ON CONNECTICUT ROUTE 115 FOR 0.16
 LX7569'KM (0.1 MI) TO A CROSSROAD.  CONTINUE STRAIGHT ACROSS INTERSECTION
 LX7569'BEARING JUST A LITTLE RIGHT.  PROCEED NORTHWEST ON MAIN STREET
 LX7569'FOR 0.16 KM (0.1 MI) GOING PAST THE ARMORY ON THE LEFT AND THE
 LX7569'YMCA ON THE RIGHT.  TURN RIGHT ON SOUTH CLIFF STREET AND GO
 LX7569'SOUTHEAST FOR 0.3 KM (0.16 MI) AND TURN A HARD LEFT IN FRONT OF
 LX7569'THE EPISCOPAL CHURCH OF CHRIST.  PROCEED NORTHEAST ON MOULTHOP
 LX7569'STREET FOR 0.3 KM (0.18 MI) AND TURN LEFT.  GO NORTHEAST ON
 LX7569'PROSPECT STREET FOR 0.1 KM (0.07 MI) AND TURN RIGHT ON GEORGE
 LX7569'STREET.  GO SOUTHEAST ON GEORGE STREET FOR 0.1 KM (0.07 MI)
 LX7569'AND TURN LEFT.  PROCEED NORTHEAST ON ELIZABETH STREET FOR
 LX7569'0.1 KM (0.09 MI) TO END OF TRUCK TRAVEL.  STATION IS ON TOP
 LX7569'OF HILL ABOUT 400 FEET NORTHEAST ALONG A WELL BEATEN PATH.
 LX7569'
 LX7569'THE STATION IS A STANDARD CTGS DISK
 LX7569'STAMPED---ANSONIA RM 3 1934 1982---,
 LX7569'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7569'23.16 METERS (76.0 FT) SOUTHWEST FROM A 38 CM HICKORY TREE,
 LX7569'33.13 METERS (108.7 FT) SOUTHWEST FROM A 46 CM TWIN OAK TREE AND
 LX7569'4.88 METERS (16.0 FT) SOUTHEAST FROM A WELL WORN PATH LEADING TO
 LX7569'THE STATION.
 LX7569'
 LX7569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7569'
 LX7569'DESCRIBED BY R JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3650 ***********************************************************************
 LX3650  DESIGNATION -  ANSONIA S O AND C CO STACK
 LX3650  PID         -  LX3650
 LX3650  STATE/COUNTY-  CT/NEW HAVEN
 LX3650  USGS QUAD   -  ANSONIA (1984)
 LX3650
 LX3650                         *CURRENT SURVEY CONTROL
 LX3650  ___________________________________________________________________
 LX3650* NAD 83(1996)-  41 20 11.98461(N)    073 04 38.65824(W)     ADJUSTED  
 LX3650* NAVD 88     -                                                        
 LX3650  ___________________________________________________________________
 LX3650  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 LX3650  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3650
 LX3650  HORZ ORDER  -  THIRD
 LX3650
 LX3650.The horizontal coordinates were established by classical geodetic methods
 LX3650.and adjusted by the National Geodetic Survey in August 1998..
 LX3650
 LX3650
 LX3650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3650
 LX3650.The geoid height was determined by GEOID03.
 LX3650
 LX3650;                    North         East     Units Scale Factor Converg.
 LX3650;SPC CT       -   208,350.648   277,395.330   MT  0.99998902   -0 13 01.5
 LX3650;SPC CT       -   683,563.75    910,087.85   sFT  0.99998902   -0 13 01.5
 LX3650;UTM  18      - 4,577,913.924   660,871.547   MT  0.99991850   +1 16 12.4
 LX3650
 LX3650                          SUPERSEDED SURVEY CONTROL
 LX3650
 LX3650  NAD 83(1992)-  41 20 11.98361(N)    073 04 38.65818(W) AD(       ) 4
 LX3650  NAD 83(1986)-  41 20 11.98309(N)    073 04 38.66380(W) AD(       ) 4
 LX3650  NAD 27      -  41 20 11.63400(N)    073 04 40.27400(W) AD(       ) 3
 LX3650
 LX3650.Superseded values are not recommended for survey control.
 LX3650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3650.See file dsdata.txt to determine how the superseded data were derived.
 LX3650
 LX3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6087277914(NAD 83)
 LX3650
 LX3650  HISTORY     - Date     Condition        Report By
 LX3650  HISTORY     - 1934     MONUMENTED       CTGS
 LX3650
 LX3650                          STATION DESCRIPTION
 LX3650
 LX3650'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3650'A BROWN-BRICK STACK AT THE N END OF THE MAIN BUILDING OF THE
 LX3650'S. O. AND C. COMPANY IN THE CITY OF ANSONIA.  THE INITIALS
 LX3650'S. O. AND C. CO. ARE ON THE E AND W SIDES OF THE STACK IN LARGE
 LX3650'WHITE BLOCK LETTERS.  BELIEVED TO STAND FOR SCHMELLER, OSBORN
 LX3650'AND CHEESEMAN CO.  THE MAIN BUILDING IS A THREE-STORY BROWN-BRICK
 LX3650'WITH DARK ROOF.  STATION IS CENTER LINE OF STACK.  HEIGHT ABOUT
 LX3650'175 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7570 ***********************************************************************
 LX7570  DESIGNATION -  ANSONIA SEYMOUR VALLEY MAST
 LX7570  PID         -  LX7570
 LX7570  STATE/COUNTY-  CT/NEW HAVEN
 LX7570  USGS QUAD   -  ANSONIA (1984)
 LX7570
 LX7570                         *CURRENT SURVEY CONTROL
 LX7570  ___________________________________________________________________
 LX7570* NAD 83(1996)-  41 21 43.40839(N)    073 06 46.88036(W)     ADJUSTED  
 LX7570* NAVD 88     -                                                        
 LX7570  ___________________________________________________________________
 LX7570  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 LX7570  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX7570
 LX7570  HORZ ORDER  -  THIRD
 LX7570
 LX7570.The horizontal coordinates were established by classical geodetic methods
 LX7570.and adjusted by the National Geodetic Survey in August 1998..
 LX7570
 LX7570
 LX7570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7570
 LX7570.The geoid height was determined by GEOID03.
 LX7570
 LX7570;                    North         East     Units Scale Factor Converg.
 LX7570;SPC CT       -   211,182.941   274,425.871   MT  0.99998760   -0 14 26.5
 LX7570;SPC CT       -   692,856.03    900,345.55   sFT  0.99998760   -0 14 26.5
 LX7570;UTM  18      - 4,580,667.967   657,829.793   MT  0.99990657   +1 14 49.9
 LX7570
 LX7570                          SUPERSEDED SURVEY CONTROL
 LX7570
 LX7570  NAD 83(1992)-  41 21 43.40745(N)    073 06 46.88036(W) AD(       ) 4
 LX7570  NAD 83(1986)-  41 21 43.40783(N)    073 06 46.88562(W) AD(       ) 4
 LX7570  NAD 83(1986)-  41 21 43.40534(N)    073 06 46.88477(W) AD(       ) 4
 LX7570
 LX7570.Superseded values are not recommended for survey control.
 LX7570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7570.See file dsdata.txt to determine how the superseded data were derived.
 LX7570
 LX7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5783080668(NAD 83)
 LX7570_MARKER: 42 = RADIO/TV MAST
 LX7570
 LX7570  HISTORY     - Date     Condition        Report By
 LX7570  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7570
 LX7570                          STATION DESCRIPTION
 LX7570
 LX7570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7570'THE STATION, ANSONIA SEYMOUR VALLEY CABLE TELEVISION
 LX7570'INCORPORATED MAST, IS THE LIGHT TOP NOT CENTER OF THE
 LX7570'RED AND WHITE, GUYED MAST, WHICH IS 61 METERS (200 FT) TALL.
 LX7570'
 LX7570'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI)
 LX7570'NORTH-NORTHWEST OF DERBY, 4 KM (2.5 MI) WEST-NORTHWEST
 LX7570'OF ANSONIA, 0.2 KM (0.1 MI) EAST OF STATE HIGHWAY 134.
 LX7570'OWNERSHIP--ANSONIA SEYMOUR, VALLEY CABLE TELEVISION
 LX7570'INCORPORATED, ANSONIA CT 06401.
 LX7570'
 LX7570'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7077 ***********************************************************************
 LX7077  DESIGNATION -  AP STA A
 LX7077  PID         -  LX7077
 LX7077  STATE/COUNTY-  CT/HARTFORD
 LX7077  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7077
 LX7077                         *CURRENT SURVEY CONTROL
 LX7077  ___________________________________________________________________
 LX7077* NAD 83(1996)-  41 44 37.25360(N)    072 38 52.21719(W)     ADJUSTED  
 LX7077* NAVD 88     -         5.23   (+/-2cm)      17.2    (feet)  VERTCON   
 LX7077  ___________________________________________________________________
 LX7077  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LX7077  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX7077
 LX7077  HORZ ORDER  -  SECOND
 LX7077  VERT ORDER  -  THIRD ? (See Below)
 LX7077
 LX7077.This mark is at Hartford-Brainard Airport (HFD)
 LX7077
 LX7077.The horizontal coordinates were established by classical geodetic methods
 LX7077.and adjusted by the National Geodetic Survey in August 1998..
 LX7077
 LX7077.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7077.The vertical order pertains to the NGVD 29 superseded value.
 LX7077
 LX7077.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7077
 LX7077.The geoid height was determined by GEOID03.
 LX7077
 LX7077;                    North         East     Units Scale Factor Converg.
 LX7077;SPC CT       -   253,508.411   313,298.594   MT  0.99998984   +0 04 03.9
 LX7077;SPC CT       -   831,718.85  1,027,880.47   sFT  0.99998984   +0 04 03.9
 LX7077;UTM  18      - 4,623,991.906   695,586.580   MT  1.00007076   +1 33 59.6
 LX7077
 LX7077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7077!SPC CT       -   1.00000379  x   0.99998984  =   0.99999363
 LX7077!UTM  18      -   1.00000379  x   1.00007076  =   1.00007455
 LX7077
 LX7077                          SUPERSEDED SURVEY CONTROL
 LX7077
 LX7077  NAD 83(1996)-  41 44 37.25319(N)    072 38 52.21731(W) AD(       ) 2
 LX7077  NAD 83(1992)-  41 44 37.25343(N)    072 38 52.21747(W) AD(       ) 2
 LX7077  NAD 83(1992)-  41 44 37.25460(N)    072 38 52.21875(W) AD(       ) 2
 LX7077  NAD 83(1986)-  41 44 37.25491(N)    072 38 52.21887(W) AD(       ) 2
 LX7077  NAD 27      -  41 44 36.89353(N)    072 38 53.88315(W) AD(       ) 2
 LX7077  NGVD 29 (07/19/86)    5.50   (m)           18.0    (f) LEVELING    3  
 LX7077
 LX7077.Superseded values are not recommended for survey control.
 LX7077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7077.See file dsdata.txt to determine how the superseded data were derived.
 LX7077
 LX7077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9558723992(NAD 83)
 LX7077_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX7077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7077_STAMPING: AP 1967 STA A
 LX7077_MARK LOGO: CGS   
 LX7077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX7077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7077+STABILITY: SURFACE MOTION
 LX7077
 LX7077  HISTORY     - Date     Condition        Report By
 LX7077  HISTORY     - 1967     MONUMENTED       CGS
 LX7077  HISTORY     - 19880630 GOOD             NGS
 LX7077
 LX7077                          STATION DESCRIPTION
 LX7077
 LX7077'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (GEL)
 LX7077'THE STATION IS LOCATED AT THE NORTH END OF THE BRAINARD
 LX7077'AIRPORT IN HARTFORD, CONNECTICUT.
 LX7077'
 LX7077'A TRAVERSE CONNECTION WAS MADE TO STATION BRAINARD USING
 LX7077'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX7077'
 LX7077'THE STATION MARK, IS A STANDARD TOPOGRAPHIC SURVEY STATION
 LX7077'DISK STAMPED---AP 1967 STA A---, WHICH IS SET IN THE TOP OF
 LX7077'AN 8-INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 LX7077'IT IS 23 FEET SOUTH-SOUTHWEST OF A LIGHT STANDARD WITH A BLUE
 LX7077'LIGHT, 16 FEET WEST OF RUNWAY 20, 7.3 FEET EAST-SOUTHEAST OF
 LX7077'A LIGHT STANDARD WITH A BLUE LIGHT, AND 4 FEET NORTH OF THE
 LX7077'EDGE OF HOTEL TAXI LANE.
 LX7077'
 LX7077'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 0.9 METERS.
 LX7077'
 LX7077'DESCRIBED BY PRESTON C. OSLEY JR. AND CHECKED BY RONALD
 LX7077'L. RAMSEY.
 LX7077
 LX7077                          STATION RECOVERY (1988)
 LX7077
 LX7077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LX7077'THE STATION IS LOCATED AT THE HARTFORD-BRAINARD AIRPORT NEAR RUNWAY
 LX7077'END 20 ON THE WEST SIDE.  THE STATION IS 149.8 FT (45.7 M) NORTHWEST
 LX7077'OF CL END RUNWAY 20, 33.2 FT (10.1 M) SOUTHEAST OF THE CENTER OF A
 LX7077'STEEL MANHOLE COVER, 43.8 FT (13.4 M) SOUTHWEST OF THE SOUTHWESTERLY
 LX7077'OF TWO TAXIWAY LIGHTS THAT ARE IN THE PORTION OF AN OLD TAXIWAY, 7.1
 LX7077'FT (2.2 M) SOUTHEAST OF A TAXIWAY LIGHT NEAR A SMALL TAXIWAY SIGN, AND
 LX7077'5.0 FT (1.5 M) NORTH OF A PK NAIL IN THE NORTH EDGE OF THE TAXIWAY.
 LX7077'THE STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED AP 1967 STA A, SET
 LX7077'IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7665 ***********************************************************************
 AC7665  SACS        -  This is a Secondary Airport Control Station.
 AC7665  DESIGNATION -  AP STA B 2 GON
 AC7665  PID         -  AC7665
 AC7665  STATE/COUNTY-  CT/NEW LONDON
 AC7665  USGS QUAD   -  NEW LONDON (1984)
 AC7665
 AC7665                         *CURRENT SURVEY CONTROL
 AC7665  ___________________________________________________________________
 AC7665* NAD 83(1996)-  41 20 13.12525(N)    072 02 18.00617(W)     ADJUSTED  
 AC7665* NAVD 88     -         1.69   (meters)       5.5    (feet)  GPS OBS   
 AC7665  ___________________________________________________________________
 AC7665  X           -   1,478,973.019 (meters)                     COMP
 AC7665  Y           -  -4,562,194.900 (meters)                     COMP
 AC7665  Z           -   4,190,575.955 (meters)                     COMP
 AC7665  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AC7665  ELLIP HEIGHT-         -28.92  (meters)          (06/04/02) GPS OBS
 AC7665  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AC7665
 AC7665  HORZ ORDER  -  FIRST
 AC7665  ELLP ORDER  -  FOURTH    CLASS I
 AC7665
 AC7665.This mark is at Groton-New London Airport (GON)
 AC7665
 AC7665.The horizontal coordinates were established by GPS observations
 AC7665.and adjusted by the National Geodetic Survey in May 2000..
 AC7665
 AC7665.The orthometric height was determined by GPS observations and a
 AC7665.high-resolution geoid model.
 AC7665
 AC7665.GPS derived orthometric heights for airport stations designated as
 AC7665.PACS or SACS are published to 2 decimal places.  This maintains
 AC7665.centimeter relative accuracy between the PACS and SACS.  It does
 AC7665.not indicate centimeter accuracy relative to other marks which are
 AC7665.part of the NAVD 88 network.
 AC7665
 AC7665.Photographs are available for this station.
 AC7665
 AC7665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7665
 AC7665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7665
 AC7665.The ellipsoidal height was determined by GPS observations
 AC7665.and is referenced to NAD 83.
 AC7665
 AC7665.The geoid height was determined by GEOID03.
 AC7665
 AC7665;                    North         East     Units Scale Factor Converg.
 AC7665;SPC CT       -   208,579.218   364,369.352   MT  0.99998900   +0 28 18.8
 AC7665;SPC CT       -   684,313.65  1,195,435.12   sFT  0.99998900   +0 28 18.8
 AC7665;UTM  18      - 4,580,398.524   747,821.919   MT  1.00035590   +1 57 25.7
 AC7665;UTM  19      - 4,580,620.621   245,761.826   MT  1.00039555   -2 00 28.3
 AC7665
 AC7665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7665!SPC CT       -   1.00000454  x   0.99998900  =   0.99999354
 AC7665!UTM  18      -   1.00000454  x   1.00035590  =   1.00036044
 AC7665!UTM  19      -   1.00000454  x   1.00039555  =   1.00040009
 AC7665
 AC7665                          SUPERSEDED SURVEY CONTROL
 AC7665
 AC7665.No superseded survey control is available for this station.
 AC7665
 AC7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4782280399(NAD 83)
 AC7665_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7665_SP_SET: STEM OF DISK REMAINS
 AC7665_STAMPING: AP STA B 2 GON 1973
 AC7665_MARK LOGO: CGS   
 AC7665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7665+STABILITY: SURFACE MOTION
 AC7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7665+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AC7665
 AC7665  HISTORY     - Date     Condition        Report By
 AC7665  HISTORY     - 1973     MONUMENTED       CGS
 AC7665  HISTORY     - 19910630 GOOD             NGS
 AC7665  HISTORY     - 19991223 GOOD             WOOLPT
 AC7665  HISTORY     - 20040728 GOOD             NGS
 AC7665
 AC7665                          STATION DESCRIPTION
 AC7665
 AC7665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AC7665'THIS STATION IS LOCATED AT THE TRUMBULL AIRPORT IN GROTON, NEAR RUNWAY
 AC7665'END 23 AT THE NORTH END OF THE FIELD.  IT IS 245.70 FT (74.89 M) NW OF
 AC7665'C/L END RWY 23, 163.0 FT (49.7 M) NORTH OF THE WESTERN ONE OF FOUR
 AC7665'THRESHOLD LIGHTS, 149.1 FT (45.4 M) NW OF THE EDGE OF THE BLAST PAD,
 AC7665'78.7 FT (24.0 M) NORTH OF THE EDGE OF TAXIWAY PAVING.  IT IS A
 AC7665'STANDARD TOPOGRAPHIC DISK SET IN CONCRETE SET FLUSH WITH THE GROUND.
 AC7665'IT IS STAMPED AP STA B2 GON 1973.
 AC7665
 AC7665                          STATION RECOVERY (1999)
 AC7665
 AC7665'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AC7665'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF GROTON, ON THE
 AC7665'TRUMBULL AIRPORT, NEAR THE END OF RUNWAY 23 ON PROPERTY OWNED BY THE
 AC7665'STATE.  CONTACT THE AIRPORT MANAGERS OFFICE IN THE MAIN TERMINAL
 AC7665'BUILDING BEFORE GOING TO THE STATION.  MANAGER CATHERINE YOUNG (860)
 AC7665'445-8549.
 AC7665'TO REACH FORM THE INTERSECTION OF STATE ROUTE 117 AND STATE ROUTE 1 GO
 AC7665'WEST ON ROUTE 1 FOR 0.35 MI (0.56 KM) TO SOUTH ROAD ON THE LEFT. TURN
 AC7665'LEFT AND GO SOUTH ON SOUTH ROAD FOR 1.3 MI (2.1 KM) TO THE AIRPORT
 AC7665'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND PROCEED 0.05 MI (0.08 KM)
 AC7665'ALONG THE AIRPORT ENTRANCE ROAD TO THE TERMINAL STRAIGHT AHEAD AND A
 AC7665'GATE TO THE RIGHT.  TURN RIGHT, PROCEED THROUGH THE GATE AND ACROSS
 AC7665'THE TARMAC AND TAXIWAY TO THE NORTH END OF RWY 23 AND THE STATION ON
 AC7665'THE LEFT.
 AC7665'THE STATION IS A STANDARD BRASS TOPOGRAPHIC DISK STAMPED-- AP STA B 2
 AC7665'GON 1973-- SET IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE
 AC7665'GROUND.  THE STATION IS LOCATED 45.3 M (148.6 FT) FROM THE EDGE OF
 AC7665'PAVEMENT OF THE RUNWAY 05 OVERRUN ON A MAGNETIC COMPASS BEARING OF
 AC7665'NORTH 45 DEGREES WEST, 36.3 M (119.1 FT) FROM THE EDGE OF PAVEMENT OF
 AC7665'TAXIWAY CHARLIE AT THE HOLD LINE ON A MAGNETIC COMPASS BEARING OF
 AC7665'NORTH 70 DEGREES EAST, 23.8 M (78.1 FT) FROM THE REIL ON A MAGNETIC
 AC7665'COMPASS BEARING OF NORTH 25 DEGREES WEST, AND 23.7 M (77.8 FT) FROM
 AC7665'THE EDGE OF PAVEMENT OF TAXIWAY CHARLIE ON A MAGNETIC COMPASS BEARING
 AC7665'OF NORTH 40 DEGREES EAST.  THIS STATION IS DESIGNATED AS A SECONDARY
 AC7665'AIRPORT CONTROL STATION.
 AC7665
 AC7665                          STATION RECOVERY (2004)
 AC7665
 AC7665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRM)
 AC7665'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7114 ***********************************************************************
 LX7114  DESIGNATION -  AP STA B2 HFD
 LX7114  PID         -  LX7114
 LX7114  STATE/COUNTY-  CT/HARTFORD
 LX7114  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7114
 LX7114                         *CURRENT SURVEY CONTROL
 LX7114  ___________________________________________________________________
 LX7114* NAD 83(1996)-  41 43 55.76239(N)    072 39 00.82298(W)     ADJUSTED  
 LX7114* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 LX7114  ___________________________________________________________________
 LX7114  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LX7114  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7114
 LX7114  HORZ ORDER  -  SECOND
 LX7114
 LX7114.This mark is at Hartford-Brainard Airport (HFD)
 LX7114
 LX7114.The horizontal coordinates were established by classical geodetic methods
 LX7114.and adjusted by the National Geodetic Survey in August 1998..
 LX7114
 LX7114.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7114
 LX7114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7114
 LX7114.The geoid height was determined by GEOID03.
 LX7114
 LX7114;                    North         East     Units Scale Factor Converg.
 LX7114;SPC CT       -   252,228.094   313,101.227   MT  0.99998913   +0 03 58.2
 LX7114;SPC CT       -   827,518.34  1,027,232.94   sFT  0.99998913   +0 03 58.2
 LX7114;UTM  18      - 4,622,706.762   695,422.751   MT  1.00006998   +1 33 52.6
 LX7114
 LX7114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7114!SPC CT       -   1.00000415  x   0.99998913  =   0.99999328
 LX7114!UTM  18      -   1.00000415  x   1.00006998  =   1.00007413
 LX7114
 LX7114                          SUPERSEDED SURVEY CONTROL
 LX7114
 LX7114  NAD 83(1996)-  41 43 55.76198(N)    072 39 00.82310(W) AD(       ) 2
 LX7114  NAD 83(1992)-  41 43 55.76220(N)    072 39 00.82326(W) AD(       ) 2
 LX7114  NAD 83(1992)-  41 43 55.76339(N)    072 39 00.82457(W) AD(       ) 2
 LX7114  NAD 83(1986)-  41 43 55.76366(N)    072 39 00.82468(W) AD(       ) 2
 LX7114  NAD 27      -  41 43 55.40184(N)    072 39 02.48827(W) AD(       ) 2
 LX7114  NGVD 29 (07/19/86)    3.2    (m)           10.     (f) VERT ANG       
 LX7114
 LX7114.Superseded values are not recommended for survey control.
 LX7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7114.See file dsdata.txt to determine how the superseded data were derived.
 LX7114
 LX7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9542322707(NAD 83)
 LX7114_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX7114_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX7114_SP_SET: CONCRETE DRAIN
 LX7114_STAMPING: AP 1971 STA B2 HFD
 LX7114_MARK LOGO: NGS   
 LX7114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX7114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7114
 LX7114  HISTORY     - Date     Condition        Report By
 LX7114  HISTORY     - 1971     MONUMENTED       NGS
 LX7114  HISTORY     - 19930630 GOOD             NGS
 LX7114
 LX7114                          STATION DESCRIPTION
 LX7114
 LX7114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (GEL)
 LX7114'THE STATION IS LOCATED AT THE SOUTH END OF THE BRAINARD
 LX7114'AIRPORT IN HARTFORD, CONNECTICUT.
 LX7114'
 LX7114'A TRAVERSE CONNECTION WAS MADE TO STATION BRAINARD USING
 LX7114'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX7114'
 LX7114'THE STATION MARK, IS A STANDARD TOPOGRAPHIC SURVEY STATION
 LX7114'DISK STAMPED---AP 1971 STA B2 HFD---, WHICH IS SET IN THE
 LX7114'TOP OF AN 8-INCH CONCFETE
 LX7114'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LX7114'139 FEET EAST OT THE EDGE OF ALPHA TAXI LANE, 69 FEET NORTH
 LX7114'OF THE EDGE OF THE ALPHA RUNUP MARK, AND 69 FEET WEST OF THE
 LX7114'EDGE OF RUNWAY NUMBER 2.
 LX7114'
 LX7114'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 LX7114'
 LX7114'DESCRIBED BY PRESTON C. OSLEY JR. AND CHECKED BY RONALD
 LX7114'L. RAMSEY.
 LX7114
 LX7114                          STATION RECOVERY (1993)
 LX7114
 LX7114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LX7114'LOCATED AT THE HARTFORD-BRAINARD AIRPORT NEAR THE END OF RUNWAY 2,
 LX7114'258.0 FT (78.6 M) SOUTHWEST OF THE WEST END OF THE WHITE STRIPE WHICH
 LX7114'MARKS THE DISPLACED END OF RUNWAY 2, 142.5 FT (43.4 M) WEST OF THE
 LX7114'CENTERLINE OF RUNWAY 2, 67.6 FT (20.6 M) NORTHEAST OF THE NORTHEAST
 LX7114'END OF THE TAXIWAY HOLDING STRIPE AND 67.0 FT (20.4 M) WEST OF THE
 LX7114'WEST EDGE OF THE RUNWAY.  A TOPOGRAPHIC STATION DISK STAMPED AP 1971
 LX7114'STA B2 HFD, IN THE NORTHWEST CORNER OF A CONCRETE DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6551 ***********************************************************************
 LX6551  DESIGNATION -  APOTHECARIES
 LX6551  PID         -  LX6551
 LX6551  STATE/COUNTY-  CT/HARTFORD
 LX6551  USGS QUAD   -  BROAD BROOK (1984)
 LX6551
 LX6551                         *CURRENT SURVEY CONTROL
 LX6551  ___________________________________________________________________
 LX6551* NAD 83(1996)-  41 53 58.81262(N)    072 33 02.72626(W)     ADJUSTED  
 LX6551* NAVD 88     -        56.5    (meters)     185.     (feet)  VERTCON   
 LX6551  ___________________________________________________________________
 LX6551  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX6551  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6551
 LX6551  HORZ ORDER  -  FIRST
 LX6551
 LX6551.The horizontal coordinates were established by classical geodetic methods
 LX6551.and adjusted by the National Geodetic Survey in August 1998..
 LX6551
 LX6551.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6551
 LX6551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6551
 LX6551.The geoid height was determined by GEOID03.
 LX6551
 LX6551;                    North         East     Units Scale Factor Converg.
 LX6551;SPC CT       -   270,848.008   321,333.968   MT  1.00000351   +0 07 55.6
 LX6551;SPC CT       -   888,607.17  1,054,243.19   sFT  1.00000351   +0 07 55.6
 LX6551;SPC MA M     -   850,462.747   112,811.441   MT  0.99997827   -0 42 21.0
 LX6551;SPC MA M     - 2,790,226.53    370,115.54   sFT  0.99997827   -0 42 21.0
 LX6551;UTM  18      - 4,641,537.728   703,165.567   MT  1.00010794   +1 38 10.4
 LX6551
 LX6551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6551!SPC CT       -   0.99999573  x   1.00000351  =   0.99999924
 LX6551!SPC MA M     -   0.99999573  x   0.99997827  =   0.99997400
 LX6551!UTM  18      -   0.99999573  x   1.00010794  =   1.00010367
 LX6551
 LX6551:                Primary Azimuth Mark                     Grid Az
 LX6551:SPC CT       -  BROAD BROOK WATER TANK                   019 17 39.1
 LX6551:SPC MA M     -  BROAD BROOK WATER TANK                   020 07 55.7
 LX6551:UTM  18      -  BROAD BROOK WATER TANK                   017 47 24.3
 LX6551
 LX6551|---------------------------------------------------------------------|
 LX6551| PID    Reference Object                     Distance      Geod. Az  |
 LX6551|                                                           dddmmss.s |
 LX6551| LX6560 BROAD BROOK WATER TANK              APPROX. 2.2 KM 0192534.7 |
 LX6551| LX6561 APOTHECARIES AZ MK                  APPROX. 0.8 KM 0702917.1 |
 LX6551| LX6573 APOTHECARIES AZ MK TPT                7.012 METERS 07032     |
 LX6551| LX6563 BROAD BROOK KERR MCGEE TK           224.269 METERS 20855     |
 LX6551| CZ6940 APOTHECARIES RM 2                     9.754 METERS 31157     |
 LX6551|---------------------------------------------------------------------|
 LX6551
 LX6551                          SUPERSEDED SURVEY CONTROL
 LX6551
 LX6551  NAD 83(1996)-  41 53 58.81239(N)    072 33 02.72632(W) AD(       ) 1
 LX6551  NAD 83(1992)-  41 53 58.81282(N)    072 33 02.72677(W) AD(       ) 1
 LX6551  NAD 83(1992)-  41 53 58.81338(N)    072 33 02.72726(W) AD(       ) 1
 LX6551  NAD 83(1986)-  41 53 58.81420(N)    072 33 02.72751(W) AD(       ) 1
 LX6551  NAD 27      -  41 53 58.46100(N)    072 33 04.41500(W) AD(       ) 1
 LX6551  NGVD 29 (07/19/86)   56.7    (m)          186.     (f) VERT ANG       
 LX6551
 LX6551.Superseded values are not recommended for survey control.
 LX6551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6551.See file dsdata.txt to determine how the superseded data were derived.
 LX6551
 LX6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0316641538(NAD 83)
 LX6551_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6551_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX6551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6551+STABILITY: SURFACE MOTION
 LX6551
 LX6551  HISTORY     - Date     Condition        Report By
 LX6551  HISTORY     - 1936     MONUMENTED       CTGS
 LX6551  HISTORY     - 1979     GOOD             NGS
 LX6551
 LX6551                          STATION DESCRIPTION
 LX6551
 LX6551'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX6551'ON THE SUMMIT OF A SMALL HILL PARTLY COVERED WITH BRUSH, ABOUT
 LX6551'8 MILES WEST-NORTHWEST OF ROCKVILLE, 4 MILES SOUTHEAST OF
 LX6551'WAREHOUSE POINT, 0.2 MILE NORTH-NORTHEAST OF THE RAILROAD STATION
 LX6551'OSBORNE, 0.05 MILE EAST OF THE NEW YORK NEW ENGLAND RAILROAD, ON
 LX6551'PROPERTY OF THE APOTHECARIES HALL CO., ABOUT 250 YARDS NORTHEAST
 LX6551'OF THE WATER TANK OF THE FERTILIZER FACTORY OPERATED BY THAT
 LX6551'COMPANY, 150 YARDS EAST OF DIRT ROAD, 123 YARDS SOUTHWEST OF
 LX6551'TOBACCO BARN.  STATION MARK IS STAMPED APOTHECARIES 1936.
 LX6551'
 LX6551'TO REACH FROM THE POST OFFICE AT BROAD BROOK, GO SOUTH ON
 LX6551'STATE HIGHWAY 140 ABOUT 0.1 MILE TO WHERE HIGHWAY TURNS RIGHT.  BEAR
 LX6551'LEFT AND GO ABOUT 0.2 MILE TO Y AND WHITE CHURCH.  BEAR RIGHT AND
 LX6551'GO 1.25 MILES TO 5 POINTS AND TAKE EXTREME LEFT HAND ROAD AND
 LX6551'CONTINUE FOR 0.35 MILE AND TURN LEFT JUST AFTER CROSSING RAILROAD
 LX6551'TRACKS, THENCE 0.2 MILE PASSING FERTILIZER FACTORY AT 0.1 MILE
 LX6551'TO A TREE WITH TRIANGULAR BLAZE ON THE LEFT.  STATION IS ON THE
 LX6551'SUMMIT OF THE KNOLL 150 YARDS NORTH OF THIS POINT.
 LX6551'
 LX6551'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6551'CONCRETE, NOTES 1A AND 11A.
 LX6551'
 LX6551'REFERENCE MARK NO. 1 IS 28.18 FEET EAST OF STATION, WEST OF FENCE
 LX6551'AND CULTIVATED FIELD, AND IS STAMPED APOTHECARIES 1936
 LX6551'NO. 1.  REFERENCE MARK NO. 2 IS 32.01 FEET NORTHWEST OF STATION,
 LX6551'AND STAMPED APOTHECARIES 1936 NO. 2.
 LX6551'
 LX6551'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LX6551
 LX6551                          STATION RECOVERY (1979)
 LX6551
 LX6551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6551'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX6551'GOOD CONDITION AS DESCRIBED IN THE 1936 DATA.  AN AZIMUTH
 LX6551'MARK WAS ESTABLISHED FOR THE STATION AT THIS TIME.  THE
 LX6551'MEASUREMENT TO REFERENCE MARKS 1 AND 2 COMPARED WITH THE
 LX6551'1936 DATA.  THE DIRECTION TO REFERENCE MARK 1 WAS NOT
 LX6551'TURNED TO AT THIS TIME.  ACCORDING TO THE 1936
 LX6551'DATA THERE WAS NO DIRECTION TURNED TO THE REFERENCE MARKS.
 LX6551'THE DIRECTION WAS TURNED TO REFERENCE MARK 2 AT THIS TIME.
 LX6551'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6551'
 LX6551'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL HILL ABOUT
 LX6551'8 MILES WEST-NORTHWEST OF ROCKVILLE, 4 MILES SOUTHEAST OF
 LX6551'WAREHOUSE POINT, 4 MILES WEST OF ELLINGTON, 1-1/2 MILES
 LX6551'SOUTH OF BROAD BROOK, 1/10 MILE EAST OF THE NEW YORK-NEW
 LX6551'ENGLAND RAILROAD TRACK AND ON PROPERTY OWNED BY KERR-MCGEE.
 LX6551'PERMISSION WAS GRANTED BY MR. DAVE WENCE OF BROAD BROOK,
 LX6551'CONNECTICUT, (PHONE NUMBER 623-2694).
 LX6551'
 LX6551'TO REACH THE STATION FROM THE POST OFFICE IN BROAD BROOK, GO
 LX6551'SOUTH ON MAIN STREET FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT
 LX6551'FORK AND GO SOUTHEAST ON WINDSORVILLE ROAD FOR 0.75 MILE TO
 LX6551'A CROSSROAD AND THE AZIMUTH MARK SET IN THE NORTHWEST CORNER
 LX6551'OF THE INTERSECTION BY A UTILITY POLE.  TURN RIGHT AND GO
 LX6551'SOUTHWEST ON CHAMBERLAIN ROAD FOR 0.55 MILE TO A CHAIN-LINK
 LX6551'FENCE CORNER, (THIS IS JUST BEFORE REACHING A WHITE OFFICE
 LX6551'BUILDING WITH A SIGN AGRICO FERTILIZER OFFICE.), TURN SHARP
 LX6551'RIGHT ON A DIM TRACK ROAD AND GO NORTHEAST FOR 0.1 MILE TO
 LX6551'THE TOP OF HILL AND THE STATION AS DESCRIBED.
 LX6551'
 LX6551'THE STATION IS A STANDARD NGS DISK
 LX6551'STAMPED---APOTHECARIES 1936---,
 LX6551'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX6551'FLUSH WITH GROUND.  IT IS LOCATED
 LX6551'25 FEET NORTH FROM A 14-INCH OAK TREE,
 LX6551'22.3 FEET SOUTH FROM A 8-INCH MAPLE TREE,
 LX6551'12 FEET WEST FROM A 12-INCH OAK TREE AND
 LX6551'10.2 FEET WEST-SOUTHWEST FROM A METAL WITNESS POST.
 LX6551'
 LX6551'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6551'STAMPED---APOTHECARIES 1936 NO 1---,
 LX6551'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX6551'FLUSH WITH GROUND.  IT IS LOCATED
 LX6551'19.6 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST,
 LX6551'17.4 FEET EAST FROM A 12-INCH OAK TREE,
 LX6551'15.7 FEET SOUTH FROM A 8-INCH HICKORY TREE AND
 LX6551'6 FEET WEST FROM A 10-INCH OAK TREE.
 LX6551'MARK IS LEVEL WITH STATION.
 LX6551'
 LX6551'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6551'STAMPED---APOTHECARIES 1936 NO 2---,
 LX6551'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX6551'FLUSH WITH GROUND.  IT IS LOCATED
 LX6551'11 FEET SOUTHEAST FROM A 8-INCH MAPLE TREE,
 LX6551'8.8 FEET NORTHWEST FROM A 4-INCH WHITE BIRCH TREE AND
 LX6551'6.4 FEET WEST-SOUTHWEST FROM A 4-INCH WHITE BIRCH TREE.
 LX6551'MARK IS BELOW STATION 0.74 METERS.
 LX6551'
 LX6551'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6551'STAMPED---APOTHECARIES 1936 1979---,
 LX6551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6551'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6551'25 FEET WEST FROM THE CENTER OF WINDSORVILLE ROAD,
 LX6551'24 FEET NORTH FROM THE CENTER OF CHAMBERLAIN ROAD,
 LX6551'4 FEET NORTHWEST FROM A UTILITY POLE NUMBER 759 AND
 LX6551'3 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST.  THERE IS AN
 LX6551'UNDERGROUND DISK STAMPED---APOTHECARIES 1979---, SET IN THE TOP
 LX6551'OF AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES BELOW THE GROUND
 LX6551'SURFACE.  THERE IS A METAL ROD EMBEDDED INTO THE MONUMENT.
 LX6551'
 LX6551'NO UNDERGROUND MARK WAS MENTIONED IN THE 1936 DESCRIPTION
 LX6551'OF THE STATION MARK.
 LX6551'
 LX6551'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.3 METERS.
 LX6551'
 LX6551'DESCRIBED BY R.L. RAMSEY, CHECKED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6561 ***********************************************************************
 LX6561  DESIGNATION -  APOTHECARIES AZ MK
 LX6561  PID         -  LX6561
 LX6561  STATE/COUNTY-  CT/HARTFORD
 LX6561  USGS QUAD   -  BROAD BROOK (1984)
 LX6561
 LX6561                         *CURRENT SURVEY CONTROL
 LX6561  ___________________________________________________________________
 LX6561* NAD 83(1996)-  41 54 07.07609(N)    072 32 31.50657(W)     ADJUSTED  
 LX6561* NAVD 88     -        53.6    (meters)     176.     (feet)  VERTCON   
 LX6561  ___________________________________________________________________
 LX6561  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX6561  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6561
 LX6561  HORZ ORDER  -  SECOND
 LX6561
 LX6561.The horizontal coordinates were established by classical geodetic methods
 LX6561.and adjusted by the National Geodetic Survey in August 1998..
 LX6561
 LX6561.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6561
 LX6561.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6561
 LX6561.The geoid height was determined by GEOID03.
 LX6561
 LX6561;                    North         East     Units Scale Factor Converg.
 LX6561;SPC CT       -   271,104.657   322,052.976   MT  1.00000377   +0 08 16.3
 LX6561;SPC CT       -   889,449.20  1,056,602.14   sFT  1.00000377   +0 08 16.3
 LX6561;UTM  18      - 4,641,813.193   703,877.665   MT  1.00011151   +1 38 31.6
 LX6561
 LX6561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6561!SPC CT       -   0.99999619  x   1.00000377  =   0.99999996
 LX6561!UTM  18      -   0.99999619  x   1.00011151  =   1.00010770
 LX6561
 LX6561                          SUPERSEDED SURVEY CONTROL
 LX6561
 LX6561  NAD 83(1996)-  41 54 07.07586(N)    072 32 31.50664(W) AD(       ) 2
 LX6561  NAD 83(1992)-  41 54 07.07629(N)    072 32 31.50707(W) AD(       ) 2
 LX6561  NAD 83(1992)-  41 54 07.07685(N)    072 32 31.50757(W) AD(       ) 2
 LX6561  NAD 83(1986)-  41 54 07.07767(N)    072 32 31.50782(W) AD(       ) 2
 LX6561  NAD 27      -  41 54 06.72459(N)    072 32 33.19636(W) AD(       ) 2
 LX6561  NGVD 29 (07/19/86)   53.8    (m)          177.     (f) VERT ANG       
 LX6561
 LX6561.Superseded values are not recommended for survey control.
 LX6561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6561.See file dsdata.txt to determine how the superseded data were derived.
 LX6561
 LX6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0387841813(NAD 83)
 LX6561_MARKER: DZ = AZIMUTH MARK DISK
 LX6561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6561+STABILITY: SURFACE MOTION
 LX6561
 LX6561  HISTORY     - Date     Condition        Report By
 LX6561  HISTORY     - 1979     MONUMENTED       NGS
 LX6561
 LX6561                          STATION DESCRIPTION
 LX6561
 LX6561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6561'THE STATION IS LOCATED ABOUT 8 MILES WEST-NORTHWEST OF ROCKVILLE,
 LX6561'4 MILES SOUTHEAST OF WAREHOUSE POINT, 4 MILES WEST OF ELLINGTON,
 LX6561'1-1/2 MILES SOUTH OF BROAD BROOK, 3/4 MILE EAST OF THE NEW YORK
 LX6561'NEW ENGLAND RAILROAD TRACK AND ROAD RIGHT-OF-WAY.
 LX6561'
 LX6561'TO REACH THE STATION FROM THE POST OFFICE IN BROAD BROOK, GO
 LX6561'SOUTH ON MAIN STREET FOR 0.3 MILE TO A Y-FORK.  TAKE THE LEFT
 LX6561'FORK AND GO SOUTHEAST ON WINDSORVILLE ROAD FOR 0.75 MILE TO
 LX6561'A CROSSROAD AND THE STATION IN THE NORTHWEST CORNER OF THE
 LX6561'INTERSECTION BY A UTILITY POLE AS DESCRIBED.
 LX6561'
 LX6561'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX6561'STAMPED---APOTHECARIES 1936 1979---,
 LX6561'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX6561'DIAMETER AND PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6561'25 FEET WEST FROM THE CENTER OF WINDSORVILLE ROAD,
 LX6561'24 FEET NORTH FROM THE CENTER OF CHAMBERLAIN ROAD,
 LX6561'4 FEET NORTHWEST FROM A UTILITY POLE NUMBER 759 AND
 LX6561'3 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST.  THERE IS
 LX6561'AN UNDERGROUND DISK STAMPED---APOTHECARIES 1979---, SET IN
 LX6561'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES
 LX6561'BELOW THE GROUND SURFACE.  THERE IS A METAL ROD EMBEDDED INTO
 LX6561'THE MONUMENT.
 LX6561'
 LX6561'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 LX6561'MARKS WERE ESTABLISHED FOR THIS STATION.
 LX6561'
 LX6561'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX6561'
 LX6561'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX6561'APOTHECARIES 1936 USING ELECTRONIC DISTANCE MEASURING
 LX6561'EQUIPMENT.
 LX6561'
 LX6561'DESCRIBED BY R.L. RAMSEY, CHECKED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4712 ***********************************************************************
 LX4712  DESIGNATION -  ARMITAGE
 LX4712  PID         -  LX4712
 LX4712  STATE/COUNTY-  CT/WINDHAM
 LX4712  USGS QUAD   -  WESTFORD (1983)
 LX4712
 LX4712                         *CURRENT SURVEY CONTROL
 LX4712  ___________________________________________________________________
 LX4712* NAD 83(1996)-  41 54 44.31154(N)    072 11 39.96689(W)     ADJUSTED  
 LX4712* NAVD 88     -       289.3    (meters)     949.     (feet)  VERTCON   
 LX4712  ___________________________________________________________________
 LX4712  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX4712  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX4712
 LX4712  HORZ ORDER  -  FIRST
 LX4712
 LX4712.The horizontal coordinates were established by classical geodetic methods
 LX4712.and adjusted by the National Geodetic Survey in August 1998..
 LX4712
 LX4712.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4712
 LX4712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4712
 LX4712.The geoid height was determined by GEOID03.
 LX4712
 LX4712;                    North         East     Units Scale Factor Converg.
 LX4712;SPC CT       -   272,380.910   350,892.624   MT  1.00000494   +0 22 06.1
 LX4712;SPC CT       -   893,636.37  1,151,220.22   sFT  1.00000494   +0 22 06.1
 LX4712;UTM  18      - 4,643,847.023   732,679.096   MT  1.00026625   +1 52 29.8
 LX4712
 LX4712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4712!SPC CT       -   0.99995921  x   1.00000494  =   0.99996415
 LX4712!UTM  18      -   0.99995921  x   1.00026625  =   1.00022545
 LX4712
 LX4712|---------------------------------------------------------------------|
 LX4712| PID    Reference Object                     Distance      Geod. Az  |
 LX4712|                                                           dddmmss.s |
 LX4712| CZ6941 ARMITAGE RM 1                        31.559 METERS 14337     |
 LX4712| CZ6943 ARMITAGE RM 3                       145.139 METERS 19546     |
 LX4712| CZ6942 ARMITAGE RM 2                        52.950 METERS 30458     |
 LX4712| LX4703 BALD HILL RM 3                      APPROX. 6.9 KM 3572227.5 |
 LX4712|---------------------------------------------------------------------|
 LX4712
 LX4712                          SUPERSEDED SURVEY CONTROL
 LX4712
 LX4712  NAD 83(1996)-  41 54 44.31121(N)    072 11 39.96686(W) AD(       ) 1
 LX4712  NAD 83(1992)-  41 54 44.31144(N)    072 11 39.96678(W) AD(       ) 1
 LX4712  NAD 83(1992)-  41 54 44.31177(N)    072 11 39.96712(W) AD(       ) 1
 LX4712  NAD 83(1986)-  41 54 44.31273(N)    072 11 39.96682(W) AD(       ) 1
 LX4712  NAD 27      -  41 54 43.96644(N)    072 11 41.69306(W) AD(       ) 1
 LX4712  NGVD 29 (07/19/86)  289.5    (m)          950.     (f) VERT ANG       
 LX4712
 LX4712.Superseded values are not recommended for survey control.
 LX4712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4712.See file dsdata.txt to determine how the superseded data were derived.
 LX4712
 LX4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3267943847(NAD 83)
 LX4712_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4712+STABILITY: SURFACE MOTION
 LX4712
 LX4712  HISTORY     - Date     Condition        Report By
 LX4712  HISTORY     - 1977     MONUMENTED       NGS
 LX4712  HISTORY     - 20031002 GOOD             INDIV
 LX4712
 LX4712                          STATION DESCRIPTION
 LX4712
 LX4712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4712'THE STATION IS ABOUT 6-1/2 MILES SOUTHEAST OF STAFFORD SPRINGS,
 LX4712'3-1/2 MILES NORTHWEST OF WARRENVILLE, 1-1/2 MILES SOUTHWEST OF
 LX4712'WESTFORD, ON WESTFORD HILL, 0.1 MILE WEST OF WESTFORD
 LX4712'HILL ROAD AND ON THE PROPERTY OF MISS CLARA ARMITAGE, 37
 LX4712'WESTFORD HILL ROAD, STAFFORD SPRINGS, CONNECTICUT 06076,
 LX4712'PHONE NUMBER 429-2850.
 LX4712'
 LX4712'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 89
 LX4712'AND U.S. HIGHWAY 44 IN WARRENVILLE, GO NORTH ON STATE
 LX4712'HIGHWAY 89 FOR 1.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT, GO
 LX4712'NORTHWEST ON WESTFORD HILL ROAD FOR 1.7 MILES TO A FORK,
 LX4712'WHERE CHATEY ROAD GOES TO THE LEFT.  TAKE THE RIGHT FORK AND
 LX4712'GO NORTH ON WESTFORD HILL ROAD FOR 0.2 MILE TO A DRIVEWAY ON
 LX4712'THE LEFT.  TURN LEFT AND GO WEST ON THE DRIVEWAY FOR 0.05 MILE
 LX4712'TO THE WEST SIDE OF MISS CLARA ARMITAGES HOME, AT A BARN.
 LX4712'TURN RIGHT AND GO NORTH ON A FIELD ROAD FOR 0.05 MILE TO
 LX4712'THE SOUTH SIDE OF A CULTIVATED FIELD.  TURN LEFT AND GO WEST
 LX4712'ALONG THE SOUTH SIDE OF THE FIELD FOR 0.05 MILE TO A FENCE
 LX4712'LINE.  TURN RIGHT AND GO NORTH ALONG THE EAST SIDE OF A
 LX4712'FENCE FOR 0.2 MILE TO AN EAST-WEST FENCE BETWEEN TWO
 LX4712'FIELDS.  GO THROUGH A WIRE GATE AND TURN RIGHT AND GO EAST
 LX4712'BETWEEN TWO FIELDS FOR 0.05 MILE TO THE EAST EDGE OF A
 LX4712'FIELD.  TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF A
 LX4712'FIELD FOR 0.05 MILE TO THE STATION.
 LX4712'
 LX4712'STATION MARKS, STAMPED---ARMITAGE 1977---, ARE STANDARD DISKS.
 LX4712'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LX4712'THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND
 LX4712'SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 LX4712'CONCRETE ABOUT 40 INCES BELOW THE GROUND SURFACE.  THEY ARE
 LX4712'22 FEET SOUTH OF THE SOUTH EDGE OF A PILE OF LARGE BOULDERS,
 LX4712'16 FEET EAST OF THE EDGE OF THE CULTIVATED PART OF A FIELD
 LX4712'AND 14 FEET WEST OF A WIRE FENCE AND METAL WITNESS POST.
 LX4712'THERE IS A 30 INCH STEEL ROD EMBEDDED IN THE STATION MARK.
 LX4712'
 LX4712'REFERENCE MARK 1, STAMPED---ARMITAGE NO 1 1977---, IS A
 LX4712'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4 BY 7 FOOT
 LX4712'BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS
 LX4712'42 FEET EAST OF THE WIRE FENCE, 4 FEET WEST OF A WILD CHERRY
 LX4712'TREE AND 3.8 FEET EAST OF A METAL WITNESS POST.
 LX4712'
 LX4712'REFERENCE MARK 2, STAMPED---ARMITAGE NO 2 1977---, IS A
 LX4712'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 LX4712'IS FLUSH WITH THE GROUND SURFACE.  IT IS 169 FEET
 LX4712'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE FIELD, 141
 LX4712'FEET NORTHWEST OF THE NORTHWEST SIDE OF THE PILE OF BOULDERS
 LX4712'AND 99 FEET SOUTH OF A ROCK FENCE.
 LX4712'
 LX4712'REFERENCE MARK 3, STAMPED---ARMITAGE NO 3 1977---, IS A
 LX4712'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LX4712'12 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 LX4712'SURFACE.  IT IS 37 FEET SOUTH OF THE EAST END OF A ROCK
 LX4712'FENCE AND A ROW OF TREES, 20 FEET EAST OF A FENCE CORNER,
 LX4712'12 FEET NORTHWEST OF THE CENTER OF A FIELD ROAD, 3.2 FEET
 LX4712'EAST OF A METAL WITNESS POST AND 2 FEET SOUTH OF A WIRE FENCE.
 LX4712'
 LX4712'THERE WAS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 LX4712'
 LX4712'NO MEASUREMENT MADE BETWEEN REFERENCE MARKS, DUE TO TREES
 LX4712'ON LINE.
 LX4712'
 LX4712'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.4 METERS.
 LX4712'
 LX4712'DESCRIBED BY A.G. THACKER.
 LX4712
 LX4712                          STATION RECOVERY (2003)
 LX4712
 LX4712'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX4712'FOUND STATION AND RM 1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7571 ***********************************************************************
 LX7571  FBN         -  This is a Federal Base Network Control Station.
 LX7571  DESIGNATION -  ARMORY
 LX7571  PID         -  LX7571
 LX7571  STATE/COUNTY-  CT/FAIRFIELD
 LX7571  USGS QUAD   -  BRIDGEPORT (1984)
 LX7571
 LX7571                         *CURRENT SURVEY CONTROL
 LX7571  ___________________________________________________________________
 LX7571* NAD 83(1996)-  41 13 44.73989(N)    073 09 01.07426(W)     ADJUSTED  
 LX7571* NAVD 88     -        62.3    (meters)     204.     (feet)  GPS OBS   
 LX7571  ___________________________________________________________________
 LX7571  X           -   1,392,464.442 (meters)                     COMP
 LX7571  Y           -  -4,597,647.087 (meters)                     COMP
 LX7571  Z           -   4,181,612.834 (meters)                     COMP
 LX7571  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 LX7571  ELLIP HEIGHT-          32.59  (meters)          (06/22/01) GPS OBS
 LX7571  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX7571
 LX7571  HORZ ORDER  -  B
 LX7571  ELLP ORDER  -  FOURTH    CLASS I
 LX7571
 LX7571.The horizontal coordinates were established by GPS observations
 LX7571.and adjusted by the National Geodetic Survey in May 2000..
 LX7571
 LX7571.The orthometric height was determined by GPS observations and a
 LX7571.high-resolution geoid model.
 LX7571
 LX7571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7571
 LX7571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7571
 LX7571.The ellipsoidal height was determined by GPS observations
 LX7571.and is referenced to NAD 83.
 LX7571
 LX7571.The geoid height was determined by GEOID03.
 LX7571
 LX7571;                    North         East     Units Scale Factor Converg.
 LX7571;SPC CT       -   196,430.121   271,238.528   MT  0.99999719   -0 15 55.5
 LX7571;SPC CT       -   644,454.49    889,888.40   sFT  0.99999719   -0 15 55.5
 LX7571;UTM  18      - 4,565,838.783   655,026.439   MT  0.99989578   +1 13 09.6
 LX7571
 LX7571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7571!SPC CT       -   0.99999489  x   0.99999719  =   0.99999208
 LX7571!UTM  18      -   0.99999489  x   0.99989578  =   0.99989067
 LX7571
 LX7571|---------------------------------------------------------------------|
 LX7571| PID    Reference Object                     Distance      Geod. Az  |
 LX7571|                                                           dddmmss.s |
 LX7571| LX7572 ARMORY RM 3                         220.603 METERS 00558     |
 LX7571| CR9660 ARMORY RM 1                          33.707 METERS 04540     |
 LX7571| CR9661 ARMORY RM 2                          27.793 METERS 30925     |
 LX7571|---------------------------------------------------------------------|
 LX7571
 LX7571                          SUPERSEDED SURVEY CONTROL
 LX7571
 LX7571  NAD 83(1996)-  41 13 44.74020(N)    073 09 01.07470(W) AD(       ) B
 LX7571  ELLIP H (07/24/97)   32.66   (m)                       GP(       ) 4 1
 LX7571  NAD 83(1992)-  41 13 44.73891(N)    073 09 01.07381(W) AD(       ) B
 LX7571  ELLIP H (08/07/96)   32.52   (m)                       GP(       ) 4 1
 LX7571  NAD 83(1992)-  41 13 44.73883(N)    073 09 01.07378(W) AD(       ) B
 LX7571  ELLIP H (04/16/93)   32.51   (m)                       GP(       ) 4 1
 LX7571  NAD 83(1986)-  41 13 44.74291(N)    073 09 01.08135(W) AD(       ) 1
 LX7571  NAD 83(1986)-  41 13 44.74226(N)    073 09 01.08020(W) AD(       ) 1
 LX7571  NGVD 29 (01/16/90)   61.5    (m)          202.     (f) VERT ANG       
 LX7571
 LX7571.Superseded values are not recommended for survey control.
 LX7571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7571.See file dsdata.txt to determine how the superseded data were derived.
 LX7571
 LX7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5502665839(NAD 83)
 LX7571_MARKER: DD = SURVEY DISK
 LX7571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7571_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7571_STAMPING: ARMORY 1982
 LX7571_MARK LOGO: NGS   
 LX7571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX7571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7571+STABILITY: SURFACE MOTION
 LX7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7571+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX7571
 LX7571  HISTORY     - Date     Condition        Report By
 LX7571  HISTORY     - 19820818 MONUMENTED       NGS
 LX7571  HISTORY     - 1982     GOOD             NGS
 LX7571  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 LX7571  HISTORY     - 19920506 GOOD             NGS
 LX7571  HISTORY     - 19950524 GOOD             NYDT
 LX7571  HISTORY     - 19991206 GOOD             WOOLPT
 LX7571  HISTORY     - 20000616 GOOD             NGS
 LX7571  HISTORY     - 20010725 GOOD             CTDT
 LX7571  HISTORY     - 20030424 GOOD             CTGS
 LX7571  HISTORY     - 20050410 GOOD             CTGS
 LX7571
 LX7571                          STATION DESCRIPTION
 LX7571
 LX7571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7571'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF
 LX7571'BRIDGEPORT, 4.0 KM (2.5 MI) NORTHWEST OF STRATFORD,
 LX7571'0.8 KM (0.5 MI) SOUTH OF INTERCHANGE 52 OF THE MERRITT
 LX7571'PARKWAY, ON THE EAST SIDE OF ST. JOHNS CEMETERY AND
 LX7571'BEHIND THE NATIONAL GUARD ARMORY.
 LX7571'OWNERSHIP--OTAG, NATIONAL GUARD ARMORY, 360 BROAD STREET,
 LX7571'HARTFORD CT 06115.
 LX7571'
 LX7571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7571'8 AND 108, AT A TRAFFIC LIGHT, WHICH IS ABOUT 4.0 KM (2.5 MI)
 LX7571'NORTHWEST FROM THE CENTER OF STRATFORD, GO SOUTH ON
 LX7571'HIGHWAY 108 FOR 0.2 KM (0.15 MI) TO A CROSSROAD, SILVER LANE
 LX7571'ON THE RIGHT, TURN LEFT AT A SIGN, NATIONAL GUARD ARMORY AND
 LX7571'GO EAST ON THE PAVED ROAD FOR 0.3 KM (0.2 MI) TO A 90 DEGREE
 LX7571'TURN IN THE ROAD, NORTHEAST OF THE ARMORY, AND REFERENCE MARK 3
 LX7571'ON THE LEFT, ABOVE A CUT-BANK AND NORTHEAST OF THE ROAD,
 LX7571'TURN RIGHT AND CONTINUE SOUTH ON THE PAVED ROAD FOR
 LX7571'0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX7571'
 LX7571'THE STATION IS A STANDARD NGS DISK
 LX7571'STAMPED---ARMORY 1982---,
 LX7571'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7571'51.8 METERS (170.0 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 LX7571'32.16 METERS (105.5 FT) SOUTH FROM THE CENTER OF A
 LX7571'PAVED DRIVEWAY,
 LX7571'17.77 METERS (58.3 FT) NORTHEAST FROM THE NORTHEAST
 LX7571'FENCE CORNER OF A TRUCK COMPOUND,
 LX7571'13.41 METERS (44.0 FT) WEST FROM THE CENTER OF THE TRUCK
 LX7571'COMPOUND GATE AND
 LX7571'5.21 METERS (17.1 FT) NORTH FROM A WITNESS POST.
 LX7571'
 LX7571'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7571'STAMPED---ARMORY NO 1 1982---,
 LX7571'SET INTO A LARGE CORNER STONE OF A ROCK RETAINING WALL.
 LX7571'IT IS LOCATED
 LX7571'21.3 METERS (70.0 FT) WEST FROM THE CENTER OF A PAVED ROAD,
 LX7571'16.8 METERS (55.0 FT) EAST FROM THE CENTER OF A DIRT ROAD
 LX7571'LEADING INTO A TRUCK COMPOUND AND
 LX7571'15.3 METERS (50.2 FT) NORTH-NORTHEAST FROM THE SOUTHEAST
 LX7571'FENCE CORNER OF A TRUCK COMPOUND.
 LX7571'MARK IS BELOW STATION 2.6 METERS.
 LX7571'
 LX7571'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7571'STAMPED---ARMORY NO 2 1982---,
 LX7571'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7571'FLUSH WITH GROUND.  IT IS LOCATED
 LX7571'31.7 METERS (104.0 FT) NORTH FROM THE NORTHEAST FENCE
 LX7571'CORNER OF THE TRUCK COMPOUND,
 LX7571'5.36 METERS (17.6 FT) SOUTH FROM THE SOUTHWEST FENCE
 LX7571'CORNER OF A JEEP COMPOUND,
 LX7571'0.46 METER (1.5 FT) SOUTHEAST FROM THE CENTER OF THE JEEP
 LX7571'COMPOUND GATE AND
 LX7571'0.30 METER (1.0 FT) EAST FROM A WITNESS POST.
 LX7571'MARK IS ABOVE STATION 0.4 METERS.
 LX7571'
 LX7571'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7571'STAMPED---ARMORY NO 3 1982---,
 LX7571'SET INTO THE TOP OF A BOULDER OF 3 METERS
 LX7571'LARGEST DIMENSION.  IT IS LOCATED
 LX7571'45.7 METERS (150 FT) NORTHEAST FROM THE CENTER OF PAVEMENT
 LX7571'IN A 90 DEGREE CURVE,
 LX7571'22.7 METERS (74.5 FT) SOUTHEAST FROM A FOUR TRUNKED
 LX7571'BIRCH TREE,
 LX7571'15.54 METERS (51.0 FT) NORTH-NORTHWEST FROM A DOUBLE
 LX7571'TRUNKED OAK TREE AND
 LX7571'0.79 METER (2.6 FT) WEST-NORTHWEST FROM A WITNESS POST.
 LX7571'MARK IS 2.7 METERS BELOW STATION.
 LX7571'
 LX7571'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.6 METERS.
 LX7571'
 LX7571'DESCRIBED BY L.D. ACRES, CHECKED BY D.R. VARNEY.
 LX7571
 LX7571                          STATION RECOVERY (1982)
 LX7571
 LX7571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX7571'RECOVERED IN GOOD CONDITION.
 LX7571
 LX7571                          STATION RECOVERY (1991)
 LX7571
 LX7571'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX7571'MARK NOT FOUND.
 LX7571
 LX7571                          STATION RECOVERY (1992)
 LX7571
 LX7571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LX7571'AN UPDATED DESCRIPTION FOLLOWS.
 LX7571'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTHEAST OF BRIDGEPORT, 4
 LX7571'KM (2.50 MI) NORTHWEST OF STRATFORD, 0.8 KM (0.50 MI) SOUTH OF
 LX7571'INTERCHANGE 52 OF THE MERRITT PARKWAY, ON THE EAST SIDE OF ST. JOHNS
 LX7571'CEMETERY AND BEHIND THE NATIONAL GUARD ARMORY, 242 ENGINEER
 LX7571'BATTALION. OWNERSHIP--OTAG, NATIONAL GUARD ARMORY, 360 BROAD STREET,
 LX7571'HARTFORD CT 06115.  FOR PERMISSION CALL CAPTAIN VASILE PHONE
 LX7571'203-579-6739.
 LX7571'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 108 AT
 LX7571'A TRAFFIC LIGHT, GO SOUTH ALONG HIGHWAY 108 FOR 0.2 KM (0.10 MI) TO A
 LX7571'CROSSROAD, SILVER LANE ON THE RIGHT.  TURN LEFT AT A SIGN (242
 LX7571'ENGINEER BATTALLION CONNETICUT NATIONAL GUARD) AND GO EAST ON PAVED
 LX7571'ROAD FOR 0.3 KM (0.20 MI) TO A 90 DEGREE TURN IN ROAD.  TURN RIGHT
 LX7571'AND GO SOUTH ON THE PAVED ROAD FOR 0.2 KM (0.10 MI) TO A PAVED
 LX7571'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ABOUT 50 M (164.0 FT)
 LX7571'TO THE STATION ON THE LEFT, JUST NORTH OF THE TRUCK COMPOUND.
 LX7571'STATION IS 51.8 M (169.9 FT) WEST OF THE CENTER OF A PAVED ROAD, 32.16
 LX7571'M (105.51 FT) SOUTH OF THE CENTER OF A PAVED DRIVE, 17.77 M
 LX7571'(58.30 FT) NORTHEAST OF THE NORTHWEST FENCE CORNER OF FENCE OF THE
 LX7571'TRUCK COMPOUND AND 13.41 M (44.00 FT) WEST OF THE CENTER OF THE TRUCK
 LX7571'COMPOUND GATE.
 LX7571
 LX7571                          STATION RECOVERY (1995)
 LX7571
 LX7571'RECOVERY NOTE BY NY DEPT OF TRANSP 1995
 LX7571'RECOVERED AS DESCRIBED.
 LX7571
 LX7571                          STATION RECOVERY (1999)
 LX7571
 LX7571'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX7571'RECOVERED AS DESCRIBED.
 LX7571
 LX7571                          STATION RECOVERY (2000)
 LX7571
 LX7571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LX7571'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF BRIDGEPORT IN THE
 LX7571'COMMUNITY OF NICHOLS, ABOUT 0.32 KM (0.20 MI) SOUTHEAST OF THE
 LX7571'JUNCTION OF STATE HIGHWAYS 8 (EXIT 8) AND 108 (NICHOLS AVENUE), AT
 LX7571'THE 242 ENGINEER BATTALION NATIONAL GUARD ARMORY, ON THE SOUTH
 LX7571'SIDE OF THE PROPERTY INSIDE THE TRUCK STORAGE COMPOUND IN ROCK
 LX7571'OUTCROP. OWNERSHIP--US ARMY.  CONTACT CAPTAIN THOMASTON ONE DAY
 LX7571'IN ADVANCE BEFORE OCCUPYING THE STATION AND FOR ACCESS TO THE
 LX7571'LOCKED GATE OF THE TRUCK COMPOUND, PHONE 203-579-6739, EXTENSION
 LX7571'10.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8
 LX7571'(EXIT 8) AND 108 (NICHOLS AVENUE) IN NICHOLS, FROM THE CENTER OF THE
 LX7571'STATE HIGHWAY 108 (NICHOLS AVENUE) OVERPASS BRIDGE OVER HIGHWAY
 LX7571'8 GO SOUTHEAST ON HIGHWAY 108 FOR 0.32 KM (0.20 MI) TO SILVER LANE ON
 LX7571'THE RIGHT AND THE ENTRANCE DRIVE FOR THE NATIONAL GUARD ARMORY
 LX7571'ON THE LEFT (DRIVE WITH LARGE RED SIGN--242 ENGINEER BATTALION
 LX7571'CONNECTICUT NATIONAL GUARD), TURN LEFT, EAST ON THE DRIVE FOR 0.32
 LX7571'KM (0.20 MI) TO A 90 DEGREE CURVE IN THE DRIVE, BEAR RIGHT AND
 LX7571'CONTINUE AHEAD SOUTH ON THE DRIVE FOR 0.16 KM (0.10 MI) TO THE REAR
 LX7571'OF THE PROPERTY AND THE ENTRANCE DRIVE ON THE RIGHT, TURN RIGHT
 LX7571'INTO THE DRIVE AND BEAR LEFT, SOUTHWEST FOR ABOUT 30.48 M (100.00
 LX7571'FT) TO THE ENTRANCE GATE FOR THE TRUCK STORAGE COMPOUND, PASS
 LX7571'THROUGH THE GATE AND GO SOUTHWEST, UPHILL FOR ABOUT 41.15 M
 LX7571'(135.01 FT) TO THE STATION ON THE RIGHT IN A SMALL AREA OF EXPOSED
 LX7571'ROCK OUTCROP.  THE STATION IS AN NGS TRIANGULATION DISK CEMENTED
 LX7571'IN A DRILL HOLE IN THE ROCK OUTCROP. LOCATED 41.97 M (137.70 FT)
 LX7571'WEST-SOUTHWEST AND UPHILL FROM THE NORTHWEST ENTRANCE GATE
 LX7571'POST OF THE ENTRANCE GATE OF THE COMPOUND, 27.89 M (91.50 FT)
 LX7571'SOUTHEAST OF THE SOUTHEAST CORNER POST OF A CHAIN LINK FENCE FOR
 LX7571'A SMALL STORAGE AREA AT THE NORTH CORNER OF THE COMPOUND, 17.99
 LX7571'M (59.02 FT) EAST-NORTHEAST OF THE PERIMETER FENCE RUNNING ALONG
 LX7571'THE NORTHEAST EDGE OF ST JOHNS CEMETERY, AND 17.68 M (58.01 FT)
 LX7571'NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT AND LINES
 LX7571'CROSSING THE COMPOUND.
 LX7571'
 LX7571
 LX7571                          STATION RECOVERY (2001)
 LX7571
 LX7571'RECOVERY NOTE BY CT DEPT OF TRANSP 2001 (RJB)
 LX7571'RECOVERED AS DESCRIBED.
 LX7571'
 LX7571
 LX7571                          STATION RECOVERY (2003)
 LX7571
 LX7571'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX7571'THE STATION IS A STANDARD NGS DISK, STAMPED ARMORY 1982, SET INTO A
 LX7571'ROCK OUTCROP. TO REACH THE STATION FROM THE INTERSECTION OF CT ROUTE 8
 LX7571'AND CT ROUTE 108 IN TRUMBULL, GO SOUTH ON CT ROUTE 108 FOR 0.15 MI
 LX7571'SILVER LANE ON THE RIGHT. TURN LEFT AT A SIGN READING (242
 LX7571'ENGINEERING BTN., NATIONAL GUARD)  AND GO EAST ON THE PAVED ROAD  FOR
 LX7571'0.20 MI TO A 90 DEGREE TURN IN THE ROAD. TURN RIGHT AND GO  SOUTH ON
 LX7571'THE PAVED ROAD FOR 0.1 MI TO A PAVED DRIVEWAY ON THE  RIGHT. TURN
 LX7571'RIGHT AND GO WEST FOR ABOUT 164 FT. TH THE STATION ON  THE LEFT. IT IS
 LX7571'LOCATED 170.0 FT WEST OF THE CENTER OF A PAVED ROAD,  105.5 FT SOUTH
 LX7571'OF THE CENTER OF A PAVED DRIVEWAY, 58.3 FT NORTHEAST  OF THE NORTHWEST
 LX7571'FENCE CORNER OF A TRUCK COMPOUND, 44.0 FT WEST  OF THE CENTER OF THE
 LX7571'TRUCK COMPOUND GATE.
 LX7571' 
 LX7571'RM 1 A STANDARD NGS DISK, STAMPED ARMORY NO 1 1982, SET INTO A  LARGE
 LX7571'CORNER STONE OF A RETAINING WALL. IT IS LOCATED 70.0 FT WEST  OF THE
 LX7571'CENTER OF A PAVED ROAD, 55.0 FT EAST OF THE CENTER OF A DIRT  ROAD
 LX7571'LEADING INTO A TRUCK COMPOUND, AND 50.2 FT NORTH-NORTHEAST  OF THE
 LX7571'SOUTHEAST FENCE CORNER OF A TRUCK COMPOUND.  RM 2 A STANDARD NGS DISK,
 LX7571'STAMPED ARMORY NO 2 1982, SET INTO THE  TOP OF A 12 IN DIAMETER
 LX7571'CONCRETE MONUMENT WHICH IS FLUSH WITH  GROUND.  IT IS LOCATED 104.0 FT
 LX7571'NORTH OF THE NORTHEAST FENCE  CORNER OF THE TRUCK COMPOUND, 17.6 FT
 LX7571'SOUTH OF THE SOUTHWEST  FENCE CORNER OF A JEEP COMPOUND, 1.5 FT
 LX7571'SOUTHEAST OF THE CENTER  OF THE JEEP COMPOUND GATE AND 1.0 FT EAST OF
 LX7571'A WITNESS POST.  RM 3 A STANDARD NGS DISK, STAMPED ARMORY NO 3 1982,
 LX7571'SET INTO THE  TOP OF A 10 FT BOULDER. IT IS LOCATED 150 FT NORTHEAST
 LX7571'OF THE CENTER  OF PAVEMENT IN A 90 DEGREE CURVE, 74.5 FT SOUTHEAST OF
 LX7571'A FOUR  TRUNKED BIRCH TREE, 51.0 FT NORTH-NORTHWEST OF A TWIN OAK TREE
 LX7571'AND 2.6 FT WEST-NORTHWEST OF A WITNESS POST.
 LX7571
 LX7571                          STATION RECOVERY (2005)
 LX7571
 LX7571'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX7571'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7572 ***********************************************************************
 LX7572  DESIGNATION -  ARMORY RM 3
 LX7572  PID         -  LX7572
 LX7572  STATE/COUNTY-  CT/FAIRFIELD
 LX7572  USGS QUAD   -  BRIDGEPORT (1984)
 LX7572
 LX7572                         *CURRENT SURVEY CONTROL
 LX7572  ___________________________________________________________________
 LX7572* NAD 83(1996)-  41 13 51.85211(N)    073 09 00.08991(W)     ADJUSTED  
 LX7572* NAVD 88     -        58.5    (meters)     192.     (feet)  VERTCON   
 LX7572  ___________________________________________________________________
 LX7572  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LX7572  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX7572
 LX7572  HORZ ORDER  -  SECOND
 LX7572
 LX7572.The horizontal coordinates were established by classical geodetic methods
 LX7572.and adjusted by the National Geodetic Survey in August 1998..
 LX7572
 LX7572.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7572
 LX7572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7572
 LX7572.The geoid height was determined by GEOID03.
 LX7572
 LX7572;                    North         East     Units Scale Factor Converg.
 LX7572;SPC CT       -   196,649.420   271,262.469   MT  0.99999701   -0 15 54.9
 LX7572;SPC CT       -   645,173.97    889,966.95   sFT  0.99999701   -0 15 54.9
 LX7572;UTM  18      - 4,566,058.607   655,044.688   MT  0.99989585   +1 13 10.4
 LX7572
 LX7572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7572!SPC CT       -   0.99999549  x   0.99999701  =   0.99999250
 LX7572!UTM  18      -   0.99999549  x   0.99989585  =   0.99989134
 LX7572
 LX7572                          SUPERSEDED SURVEY CONTROL
 LX7572
 LX7572  NAD 83(1992)-  41 13 51.85132(N)    073 09 00.08887(W) AD(       ) 2
 LX7572  NAD 83(1986)-  41 13 51.85540(N)    073 09 00.09647(W) AD(       ) 2
 LX7572  NAD 83(1986)-  41 13 51.85476(N)    073 09 00.09547(W) AD(       ) 2
 LX7572  NGVD 29 (01/16/90)   58.8    (m)          193.     (f) VERT ANG       
 LX7572
 LX7572.Superseded values are not recommended for survey control.
 LX7572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7572.See file dsdata.txt to determine how the superseded data were derived.
 LX7572
 LX7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5504566059(NAD 83)
 LX7572_MARKER: DR = REFERENCE MARK DISK
 LX7572_SETTING: 80 = SET IN A BOULDER
 LX7572_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX7572_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7572+STABILITY: SURFACE MOTION
 LX7572
 LX7572  HISTORY     - Date     Condition        Report By
 LX7572  HISTORY     - 1982     MONUMENTED       NGS
 LX7572
 LX7572                          STATION DESCRIPTION
 LX7572
 LX7572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7572'THE STATION IS LOCATED 5.6 KM (3.5 MI) NORTHEAST OF
 LX7572'BRIDGEPORT, 4.0 KM (2.5 MI) NORTHWEST OF STRATFORD,
 LX7572'0.8 KM (0.5 MI) SOUTH OF INTERCHANGE 52 OF THE MERRITT
 LX7572'PARKWAY AND 0.1 KM (0.05 MI) NORTHEAST OF A NATIONAL
 LX7572'GUARD ARMORY.
 LX7572'OWNERSHIP--MR EDWARD PARKER, BOX 599 HAWLEY LANE,
 LX7572'STRATFORD CT 06497, PHONE 203-375-6872.
 LX7572'
 LX7572'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7572'8 AND 108, AT A TRAFFIC LIGHT, WHICH IS ABOUT 4.0 KM (2.5 MI)
 LX7572'NORTHWEST FROM THE CENTER OF STRATFORD, GO SOUTH ON
 LX7572'HIGHWAY 108 FOR 0.2 KM (0.15 MI) TO A CROSSROAD, SILVER LANE
 LX7572'ON THE RIGHT, TURN LEFT AT A SIGN, NATIONAL GUARD ARMORY AND
 LX7572'GO EAST ON THE PAVED ROAD FOR 0.3 KM (0.2 MI) TO A 90 DEGREE
 LX7572'TURN IN THE ROAD, A NATIONAL GUARD ARMORY ON THE RIGHT
 LX7572'AND THE STATION ON THE LEFT AS DESCRIBED.
 LX7572'
 LX7572'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7572'STAMPED---ARMORY NO 3 1982---,
 LX7572'SET INTO THE TOP OF A BOULDER OF 3 METERS
 LX7572'LARGEST DIMENSION.  IT IS LOCATED
 LX7572'45.7 METERS (150 FT) NORTHEAST FROM THE CENTER OF THE PAVE ROAD
 LX7572'IN A 90 DEGREE CURVE,
 LX7572'22.7 METERS (74.5 FT) SOUTHEAST FROM A FOUR TRUNKED BIRCH TREE,
 LX7572'15.54 METERS (51.0 FT) NORTH-NORTHWEST FROM A DOUBLE TRUNKED OAK
 LX7572'TREE AND
 LX7572'0.79 METER (2.6 FT) WEST-NORTHWEST FROM A WITNESS POST.
 LX7572'
 LX7572'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.4 METERS.
 LX7572'
 LX7572'DESCRIBED BY L.D. ACRES, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7072 ***********************************************************************
 LX7072  DESIGNATION -  ARMS
 LX7072  PID         -  LX7072
 LX7072  STATE/COUNTY-  CT/MIDDLESEX
 LX7072  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7072
 LX7072                         *CURRENT SURVEY CONTROL
 LX7072  ___________________________________________________________________
 LX7072* NAD 83(1996)-  41 37 52.02973(N)    072 37 40.45044(W)     ADJUSTED  
 LX7072* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX7072  ___________________________________________________________________
 LX7072  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 LX7072  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX7072
 LX7072  HORZ ORDER  -  THIRD
 LX7072
 LX7072.The horizontal coordinates were established by classical geodetic methods
 LX7072.and adjusted by the National Geodetic Survey in August 1998..
 LX7072
 LX7072.The orthometric height was scaled from a topographic map.
 LX7072
 LX7072.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7072
 LX7072.The geoid height was determined by GEOID03.
 LX7072
 LX7072;                    North         East     Units Scale Factor Converg.
 LX7072;SPC CT       -   241,008.770   314,974.500   MT  0.99998458   +0 04 51.4
 LX7072;SPC CT       -   790,709.61  1,033,378.84   sFT  0.99998458   +0 04 51.4
 LX7072;UTM  18      - 4,611,539.214   697,588.666   MT  1.00008046   +1 34 34.9
 LX7072
 LX7072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7072!SPC CT       -   1.00000389  x   0.99998458  =   0.99998847
 LX7072!UTM  18      -   1.00000389  x   1.00008046  =   1.00008435
 LX7072
 LX7072|---------------------------------------------------------------------|
 LX7072| PID    Reference Object                     Distance      Geod. Az  |
 LX7072|                                                           dddmmss.s |
 LX7072| CZ6947 ARMS WM 2                             5.930 METERS 03811     |
 LX7072| CZ6948 ARMS WM 3                            14.600 METERS 07815     |
 LX7072| CZ6945 ARMS RM 2                            15.030 METERS 08049     |
 LX7072| CZ6949 ARMS WM 4                             4.510 METERS 10924     |
 LX7072| LX6951 BLOWHOLE                            APPROX. 1.1 KM 1854140.6 |
 LX7072| CZ6944 ARMS RM 1                             9.060 METERS 20240     |
 LX7072| CZ6946 ARMS WM 1                             8.560 METERS 20541     |
 LX7072|---------------------------------------------------------------------|
 LX7072
 LX7072                          SUPERSEDED SURVEY CONTROL
 LX7072
 LX7072  NAD 83(1996)-  41 37 52.02924(N)    072 37 40.45034(W) AD(       ) 3
 LX7072  NAD 83(1992)-  41 37 52.02914(N)    072 37 40.45049(W) AD(       ) 3
 LX7072  NAD 83(1992)-  41 37 52.03111(N)    072 37 40.45215(W) AD(       ) 3
 LX7072  NAD 83(1986)-  41 37 52.03102(N)    072 37 40.45230(W) AD(       ) 3
 LX7072  NAD 27      -  41 37 51.66800(N)    072 37 42.13000(W) AD(       ) 3
 LX7072
 LX7072.Superseded values are not recommended for survey control.
 LX7072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7072.See file dsdata.txt to determine how the superseded data were derived.
 LX7072
 LX7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9758911539(NAD 83)
 LX7072_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7072_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7072+STABILITY: SURFACE MOTION
 LX7072
 LX7072  HISTORY     - Date     Condition        Report By
 LX7072  HISTORY     - 1935     MONUMENTED       CGS
 LX7072  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7072  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX7072  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX7072
 LX7072                          STATION DESCRIPTION
 LX7072
 LX7072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7072'THE STATION IS ON THE SUMMER CAMP PROPERTY OF THE COLTS ARMS CLUB
 LX7072'OF HARTFORD AND IS REACHED FROM THE INTERSECTION OF ROUTE 15 AND
 LX7072'WANGUNK MEADOW ROAD.  GO NORTHEASTERLY 2.4 MILES ALONG THE MEADOW
 LX7072'ROAD.  THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP
 LX7072'OF A 12- BY 12- BY 30-INCH CONCRETE POST 5.3 METERS EASTERLY OF
 LX7072'THE CONNECTICUT RIVER BANK.  IT IS ACROSS THE RIVER AND N OF
 LX7072'DEVILS BLOWHOLE.  THERE ARE A NUMBER OF LARGE POPLAR TREES
 LX7072'AROUND THE STATION.  THE RIVER BANK IS SUBJECT TO EROSION AT
 LX7072'THIS POINT.  THE SUB-SURFACE MARK IS A STANDARD DISK SET
 LX7072'IN AN IRREGULAR MASS OF CONCRETE.
 LX7072'
 LX7072'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX7072'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX7072'
 LX7072'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF A 12-
 LX7072'BY 12- BY 30-INCH CONCRETE POST NEAR THE ROOTS OF AN 18-INCH
 LX7072'POPLAR TREE S 35 DEG W OF THE STATION.  REFERENCE MARK NO.2 IS A
 LX7072'STANDARD DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE
 LX7072'POST AT THE ROOTS OF A BLAZED POPLAR TREE S 85 DEG E OF THE
 LX7072'STATION.  WITNESS MARK NO.1 IS AN 18-INCH BLAZED POPLAR S 37 DEG
 LX7072'W 8.56 METERS.  WITNESS MARK NO.2 IS A 24-INCH BLAZED POPLAR N
 LX7072'47 DEG E 5.93 METERS.  WITNESS MARK NO.3 IS A BLAZED 24-INCH
 LX7072'POPLAR DUE E OF THE STATION 14.60 METERS.  WITNESS MARK IS AN
 LX7072'8-INCH PIGNUT TREE S 60 DEG E AND 4.51 METERS FROM THE
 LX7072'STATION.
 LX7072'
 LX7072'DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2 IS
 LX7072'21.26 METERS.
 LX7072'
 LX7072'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX7072
 LX7072                          STATION RECOVERY (1948)
 LX7072
 LX7072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7072'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 LX7072'STATION IS NOW 57.0 METERS E OF THE MEAN HIGH-WATER LINE, WITH A
 LX7072'SPOIL BANK BETWEEN THE TWO POINTS.  ALL THREE MARKS WERE UNDER
 LX7072'APPROXIMATELY 1 FOOT OF EARTH.  A U.S.E. BRASS PLUG, IN AN 8-INCH
 LX7072'DIAMETER CONCRETE MONUMENT, PROJECTS 8 INCHES ABOVE GROUND.  IT
 LX7072'IS NOT STAMPED AND IS DUE E OF THE STATION 3.0 METERS.
 LX7072
 LX7072                          STATION RECOVERY (1983)
 LX7072
 LX7072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DRM)
 LX7072'A SEARCH WAS MADE FOR THE STATION AND REFERENCE MARKS BUT NONE
 LX7072'WERE FOUND.  THE AREA HAS UNDERGONE NUMEROUS CHANGES SINCE
 LX7072'THE STATION WAS FIRST SET.
 LX7072'
 LX7072'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES
 LX7072'SOUTH AND WEST OF GLASTONBURY.
 LX7072
 LX7072                          STATION RECOVERY (1997)
 LX7072
 LX7072'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX7072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6489 ***********************************************************************
 LX6489  DESIGNATION -  ARMSTRONG RUBBER CO ELEV TANK
 LX6489  PID         -  LX6489
 LX6489  STATE/COUNTY-  CT/NEW HAVEN
 LX6489  USGS QUAD   -  NEW HAVEN (1984)
 LX6489
 LX6489                         *CURRENT SURVEY CONTROL
 LX6489  ___________________________________________________________________
 LX6489* NAD 83(1996)-  41 16 19.15225(N)    072 57 34.78332(W)     ADJUSTED  
 LX6489* NAVD 88     -                                                        
 LX6489  ___________________________________________________________________
 LX6489  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 LX6489  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6489
 LX6489  HORZ ORDER  -  THIRD
 LX6489
 LX6489.The horizontal coordinates were established by classical geodetic methods
 LX6489.and adjusted by the National Geodetic Survey in August 1998..
 LX6489
 LX6489
 LX6489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6489
 LX6489.The geoid height was determined by GEOID03.
 LX6489
 LX6489;                    North         East     Units Scale Factor Converg.
 LX6489;SPC CT       -   201,137.240   287,233.500   MT  0.99999351   -0 08 20.5
 LX6489;SPC CT       -   659,897.76    942,365.24   sFT  0.99999351   -0 08 20.5
 LX6489;SPC NY L     -   123,263.338   387,168.091   MT  1.00002197   +0 40 49.7
 LX6489;SPC NY L     -   404,406.47  1,270,233.98   sFT  1.00002197   +0 40 49.7
 LX6489;UTM  18      - 4,570,958.476   670,892.974   MT  0.99995943   +1 20 46.3
 LX6489
 LX6489                          SUPERSEDED SURVEY CONTROL
 LX6489
 LX6489  NAD 83(1992)-  41 16 19.15129(N)    072 57 34.78309(W) AD(       ) 4
 LX6489  NAD 83(1986)-  41 16 19.15336(N)    072 57 34.78907(W) AD(       ) 4
 LX6489  NAD 27      -  41 16 18.80300(N)    072 57 36.41300(W) AD(       ) 3
 LX6489
 LX6489.Superseded values are not recommended for survey control.
 LX6489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6489.See file dsdata.txt to determine how the superseded data were derived.
 LX6489
 LX6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7089370958(NAD 83)
 LX6489
 LX6489  HISTORY     - Date     Condition        Report By
 LX6489  HISTORY     - 1933     MONUMENTED       CGS
 LX6489
 LX6489                          STATION DESCRIPTION
 LX6489
 LX6489'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6489'THIS TANK IS ON THE PROPERTY OF THE ARMSTRONG RUBBER COMPANY,
 LX6489'ELM STREET, WEST HAVEN.  THE TANK IS STEEL ON A STEEL FRAMEWORK
 LX6489'AND IS PAINTED ALUMINUM COLOR.  THE ROOF IS STEEPLY CONICAL.
 LX6489'
 LX6489'CENTER IS CENTER LINE OF FINIAL ON THIS ROOF.
 LX6489'
 LX6489'TANK IS 9.5 METERS W OF THE W WALL OF MAIN PLANT OF THE COMPANY
 LX6489'AND 39.5 METERS S OF THE CENTER LINE OF THE MAIN LINE OF NEW
 LX6489'YORK, NEW HAVEN AND HARTFORD RAILROAD.  IT IS 120 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5300 ***********************************************************************
 LX5300  DESIGNATION -  ARMSTRONGS FLAGPOLE
 LX5300  PID         -  LX5300
 LX5300  STATE/COUNTY-  CT/NEW LONDON
 LX5300  USGS QUAD   -  NEW LONDON (1984)
 LX5300
 LX5300                         *CURRENT SURVEY CONTROL
 LX5300  ___________________________________________________________________
 LX5300* NAD 83(1996)-  41 18 45.63813(N)    072 05 42.90818(W)     ADJUSTED  
 LX5300* NAVD 88     -                                                        
 LX5300  ___________________________________________________________________
 LX5300  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LX5300  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LX5300
 LX5300  HORZ ORDER  -  THIRD
 LX5300
 LX5300.The horizontal coordinates were established by classical geodetic methods
 LX5300.and adjusted by the National Geodetic Survey in August 1998..
 LX5300
 LX5300
 LX5300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5300
 LX5300.The geoid height was determined by GEOID03.
 LX5300
 LX5300;                    North         East     Units Scale Factor Converg.
 LX5300;SPC CT       -   205,842.673   359,625.734   MT  0.99999054   +0 26 02.9
 LX5300;SPC CT       -   675,335.50  1,179,872.10   sFT  0.99999054   +0 26 02.9
 LX5300;SPC NY L     -   128,998.951   459,488.382   MT  1.00002745   +1 14 45.1
 LX5300;SPC NY L     -   423,224.06  1,507,504.80   sFT  1.00002745   +1 14 45.1
 LX5300;UTM  18      - 4,577,538.973   743,149.161   MT  1.00032766   +1 55 06.8
 LX5300
 LX5300                          SUPERSEDED SURVEY CONTROL
 LX5300
 LX5300  NAD 83(1992)-  41 18 45.63695(N)    072 05 42.90734(W) AD(       ) 4
 LX5300  NAD 83(1986)-  41 18 45.63801(N)    072 05 42.91242(W) AD(       ) 4
 LX5300  NAD 27      -  41 18 45.28800(N)    072 05 44.64100(W) AD(       ) 3
 LX5300
 LX5300.Superseded values are not recommended for survey control.
 LX5300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5300.See file dsdata.txt to determine how the superseded data were derived.
 LX5300
 LX5300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4314977539(NAD 83)
 LX5300_MARKER: 62 = FLAGPOLE
 LX5300
 LX5300  HISTORY     - Date     Condition        Report By
 LX5300  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5300  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5300  HISTORY     - 1966     GOOD             CGS
 LX5300  HISTORY     - 1984     GOOD             USPSQD
 LX5300  HISTORY     - 1989     GOOD             USPSQD
 LX5300
 LX5300                          STATION DESCRIPTION
 LX5300
 LX5300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5300'THE FLAGPOLE IS ON THE LAWN OF A LONG NARROW TWO-STORY SUMMER
 LX5300'HOUSE ON THE W SIDE OF PEQUOT AVENUE AND JUST S OF OSPREY
 LX5300'BEACH.  THERE ARE NO HOUSES BETWEEN THE STREET AND THE RIVER AT
 LX5300'THIS POINT.  THE POLE IS IN FRONT OF THE SUN PORCH AND AT THE
 LX5300'TOP OF THE SLOPE.  IT IS 10 INCHES IN DIAMETER AND SET IN A
 LX5300'CIRCULAR CONCRETE BASE.
 LX5300'
 LX5300'THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 60
 LX5300'FEET ABOVE GROUND.
 LX5300
 LX5300                          STATION RECOVERY (1960)
 LX5300
 LX5300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5300'THE WOODEN FLAGPOLE IS NOTICEABLY WARPED.  PROPERTY IS NOW OWNED
 LX5300'BY MR. LEVINE.  THE POLE IS IN THE CENTER OF A LARGE HEMLOCK BUSH.
 LX5300
 LX5300                          STATION RECOVERY (1966)
 LX5300
 LX5300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5300'STATION RECOVERED AS DESCRIBED.
 LX5300'
 LX5300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5300'1 MILE SOUTH OF NEW LONDON.
 LX5300
 LX5300                          STATION RECOVERY (1984)
 LX5300
 LX5300'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5300'ARMSTRONGS FLAGPOLE RECOVERED GOOD.
 LX5300'
 LX5300'STATION RECOVERED AS DESCRIBED.
 LX5300
 LX5300                          STATION RECOVERY (1989)
 LX5300
 LX5300'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0530 ***********************************************************************
 LX0530  DESIGNATION -  ARP
 LX0530  PID         -  LX0530
 LX0530  STATE/COUNTY-  CT/HARTFORD
 LX0530  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0530
 LX0530                         *CURRENT SURVEY CONTROL
 LX0530  ___________________________________________________________________
 LX0530* NAD 83(1986)-  41 56 16.     (N)    072 40 56.     (W)     SCALED    
 LX0530* NAVD 88     -        51.633  (meters)     169.40   (feet)  ADJUSTED  
 LX0530  ___________________________________________________________________
 LX0530  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX0530  DYNAMIC HT  -          51.618 (meters)     169.35  (feet)  COMP
 LX0530  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 LX0530
 LX0530  VERT ORDER  -  SECOND    CLASS 0
 LX0530
 LX0530.This mark is at Bradley Intl Airport (BDL)
 LX0530
 LX0530.The horizontal coordinates were scaled from a topographic map and have
 LX0530.an estimated accuracy of +/- 6 seconds.
 LX0530
 LX0530.The orthometric height was determined by differential leveling
 LX0530.and adjusted by the National Geodetic Survey in June 1991..
 LX0530
 LX0530.The geoid height was determined by GEOID03.
 LX0530
 LX0530.The dynamic height is computed by dividing the NAVD 88
 LX0530.geopotential number by the normal gravity value computed on the
 LX0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0530.degrees latitude (g = 980.6199 gals.).
 LX0530
 LX0530.The modeled gravity was interpolated from observed gravity values.
 LX0530
 LX0530;                    North         East    Units  Estimated Accuracy
 LX0530;SPC CT       -   275,060.      310,420.      MT  (+/- 180 meters Scaled)
 LX0530
 LX0530                          SUPERSEDED SURVEY CONTROL
 LX0530
 LX0530  NGVD 29 (??/??/92)   51.87   (m)          170.2    (f) COMPUTED    2 0
 LX0530
 LX0530.Superseded values are not recommended for survey control.
 LX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0530.See file dsdata.txt to determine how the superseded data were derived.
 LX0530
 LX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM921454(NAD 83)
 LX0530_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0530_STAMPING: ARP 1962
 LX0530_MARK LOGO: CGS   
 LX0530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0530+STABILITY: SURFACE MOTION
 LX0530
 LX0530  HISTORY     - Date     Condition        Report By
 LX0530  HISTORY     - 1962     MONUMENTED       CGS
 LX0530  HISTORY     - 1962     GOOD             NGS
 LX0530  HISTORY     - 1967     GOOD             NGS
 LX0530  HISTORY     - 1983     GOOD             LOCSUR
 LX0530  HISTORY     - 19920630 GOOD             NGS
 LX0530
 LX0530                          STATION DESCRIPTION
 LX0530
 LX0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LX0530'AT BARLEY FIELD.
 LX0530'THIS MARK IS LOCATED AT BRADLEY FIELD NEAR THE CENTER OF THE
 LX0530'TRIANGLE FORMED BY THE RUNWAYS 6-24, 1-19, AND 15-33.  IT IS
 LX0530'644.7 FT N OF THE WINDSOCK, 289.5 FT NW OF NW CORNER OF FAA
 LX0530'BUILDING, 302.38 FT NW OF THE CENTER ASR ANTENNA, AND SET FLUSH
 LX0530'WITH THE GROUND.  NOTE-- 150 FT EAST OF NEW ASR ANTENNA.
 LX0530
 LX0530                          STATION RECOVERY (1967)
 LX0530
 LX0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LX0530'RECOVERED IN GOOD CONDITION.
 LX0530
 LX0530                          STATION RECOVERY (1983)
 LX0530
 LX0530'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 LX0530'RECOVERED IN GOOD CONDITION.
 LX0530
 LX0530                          STATION RECOVERY (1992)
 LX0530
 LX0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LX0530'THE STATION IS LOCATED AT THE BRADLEY INTERNATIONAL AIRPORT NEAR THE
 LX0530'CENTER OF THE AIRPORT.  THE STATION IS 15.8 FT (4.8 M) SSE OF THE
 LX0530'SOUTH CORNER OF THE NE CONCRETE PAD FOR THE SUPPORTING LEG 15.7 FT.
 LX0530'(4.8 M) ENE OF THE E CORNER OF THE SOUTHEAST PAD FOR THE SUPPORTING
 LX0530'LEG, AND 28.6 FT (8.7 M) SE OF THE SOUTH CORNER OF THE CONCRETE BASE
 LX0530'FOR THE STEPS, AND ABOUT 55 FT (16.8 M) NE OF THE DIRT ROAD LEADING TO
 LX0530'THE ASR SITE.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP
 LX0530'1962 AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS ABOUT 0.2 FT
 LX0530'(6.1 CM) BELOW THE GROUND.  THE STATION IS SURROUNDED BY 3 STEEL POSTS
 LX0530'ABOUT 4 FT (1.2 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7078 ***********************************************************************
 LX7078  DESIGNATION -  ARP
 LX7078  PID         -  LX7078
 LX7078  STATE/COUNTY-  CT/HARTFORD
 LX7078  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7078
 LX7078                         *CURRENT SURVEY CONTROL
 LX7078  ___________________________________________________________________
 LX7078* NAD 83(1996)-  41 44 10.31078(N)    072 39 00.45222(W)     ADJUSTED  
 LX7078* NAVD 88     -         4.23   (+/-2cm)      13.9    (feet)  VERTCON   
 LX7078  ___________________________________________________________________
 LX7078  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX7078  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7078
 LX7078  HORZ ORDER  -  SECOND
 LX7078  VERT ORDER  -  THIRD ? (See Below)
 LX7078
 LX7078.This mark is at Hartford-Brainard Airport (HFD)
 LX7078
 LX7078.The horizontal coordinates were established by classical geodetic methods
 LX7078.and adjusted by the National Geodetic Survey in August 1998..
 LX7078
 LX7078.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7078.The vertical order pertains to the NGVD 29 superseded value.
 LX7078
 LX7078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7078
 LX7078.The geoid height was determined by GEOID03.
 LX7078
 LX7078;                    North         East     Units Scale Factor Converg.
 LX7078;SPC CT       -   252,676.950   313,109.277   MT  0.99998937   +0 03 58.4
 LX7078;SPC CT       -   828,990.96  1,027,259.35   sFT  0.99998937   +0 03 58.4
 LX7078;UTM  18      - 4,623,155.711   695,419.060   MT  1.00006996   +1 33 53.3
 LX7078
 LX7078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7078!SPC CT       -   1.00000395  x   0.99998937  =   0.99999332
 LX7078!UTM  18      -   1.00000395  x   1.00006996  =   1.00007391
 LX7078
 LX7078                          SUPERSEDED SURVEY CONTROL
 LX7078
 LX7078  NAD 83(1996)-  41 44 10.31037(N)    072 39 00.45234(W) AD(       ) 2
 LX7078  NAD 83(1992)-  41 44 10.31059(N)    072 39 00.45250(W) AD(       ) 2
 LX7078  NAD 83(1992)-  41 44 10.31178(N)    072 39 00.45380(W) AD(       ) 2
 LX7078  NAD 83(1986)-  41 44 10.31208(N)    072 39 00.45391(W) AD(       ) 2
 LX7078  NAD 27      -  41 44 09.95038(N)    072 39 02.11766(W) AD(       ) 2
 LX7078  NGVD 29 (07/19/86)    4.50   (m)           14.8    (f) LEVELING    3  
 LX7078
 LX7078.Superseded values are not recommended for survey control.
 LX7078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7078.See file dsdata.txt to determine how the superseded data were derived.
 LX7078
 LX7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9541923156(NAD 83)
 LX7078_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX7078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7078_STAMPING: ARP 1967
 LX7078_MARK LOGO: CGS   
 LX7078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX7078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7078
 LX7078  HISTORY     - Date     Condition        Report By
 LX7078  HISTORY     - 1967     MONUMENTED       CGS
 LX7078  HISTORY     - 19930630 GOOD             NGS
 LX7078
 LX7078                          STATION DESCRIPTION
 LX7078
 LX7078'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (GEL)
 LX7078'THE STATION IS LOCATED ON THE BRAINARD AIRPORT BETWEEN
 LX7078'JULIET AND ALPHA TAXIWAYS IN HARTFORD, CONNECTICUT.
 LX7078'
 LX7078'A TAPED TRAVERSE CONNECTION WAS MADE TO STATION BRAINARD.
 LX7078'
 LX7078'THE STATION MARK, IS A STANDARD TOPOGRAPHIC SURVEY STATION
 LX7078'DISK STAMPED---ARP 1967---, WHICH IS SET IN THE TOP OF AN
 LX7078'8-INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.
 LX7078'IT IS 99 FEET NORTH OF A LIGHT STANDARD WITH A BLUE LIGHT,
 LX7078'96.5 FEET SOUTH OF A LIGHT STANDARD WITH A BLUE LIGHT, AND
 LX7078'23 FEET EAST OF THE EDGE OF THE JULIET TAXI LANE.
 LX7078'
 LX7078'DESCRIBED BY PRESTON C. OSLEY JR. AND CHECKED BY RONALD
 LX7078'L. RAMSEY.
 LX7078
 LX7078                          STATION RECOVERY (1993)
 LX7078
 LX7078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LX7078'THE STATION IS LOCATED IN THE CENTRAL PART OF THE AIRPORT BETWEEN THE
 LX7078'TWO NORTH-SOUTH PARALLEL TAXIWAYS AND ABOUT 1000 FT (304.8 M) NORTH OF
 LX7078'RUNWAY 11-29.  IT IS 375 FT (114.3 M) SOUTH OF THE PROJECTED SOUTH
 LX7078'EDGE OF THE SOUTHERLY ONE OF THREE T-HANGARS, 106.7 FT (32.5 M) EAST
 LX7078'OF THE CENTERLINE OF TAXIWAY J, 96.5 FT (29.4 M) SOUTHWEST OF THE
 LX7078'FOURTH TAXIWAY LIGHT SOUTH OF THE EAST-WEST TAXIWAY, 45.7 FT (13.9 M)
 LX7078'NORTHWEST OF THE NORTHWEST CORNER OF A CATCH BASIN AND 22.6 FT (6.9 M)
 LX7078'WEST OF THE WEST EDGE OF TAXIWAY A.  IT IS A CGS TOPO DISK STAMPED ARP
 LX7078'1967, AND SET IN THE TOP OF A SMALL ROUND CONCRETE POST FLUSH WITH THE
 LX7078'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5343 ***********************************************************************
 LX5343  SACS        -  This is a Secondary Airport Control Station.
 LX5343  DESIGNATION -  ARP 2 GON
 LX5343  PID         -  LX5343
 LX5343  STATE/COUNTY-  CT/NEW LONDON
 LX5343  USGS QUAD   -  NEW LONDON (1984)
 LX5343
 LX5343                         *CURRENT SURVEY CONTROL
 LX5343  ___________________________________________________________________
 LX5343* NAD 83(1996)-  41 19 43.84438(N)    072 02 45.57459(W)     ADJUSTED  
 LX5343* NAVD 88     -         1.62   (meters)       5.3    (feet)  GPS OBS   
 LX5343  ___________________________________________________________________
 LX5343  X           -   1,478,547.122 (meters)                     COMP
 LX5343  Y           -  -4,562,960.002 (meters)                     COMP
 LX5343  Z           -   4,189,897.618 (meters)                     COMP
 LX5343  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LX5343  ELLIP HEIGHT-         -29.00  (meters)          (06/04/02) GPS OBS
 LX5343  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX5343
 LX5343  HORZ ORDER  -  FIRST
 LX5343  ELLP ORDER  -  FOURTH    CLASS I
 LX5343
 LX5343.This mark is at Groton-New London Airport (GON)
 LX5343
 LX5343.The horizontal coordinates were established by GPS observations
 LX5343.and adjusted by the National Geodetic Survey in May 2000..
 LX5343
 LX5343.The orthometric height was determined by GPS observations and a
 LX5343.high-resolution geoid model.
 LX5343
 LX5343.GPS derived orthometric heights for airport stations designated as
 LX5343.PACS or SACS are published to 2 decimal places.  This maintains
 LX5343.centimeter relative accuracy between the PACS and SACS.  It does
 LX5343.not indicate centimeter accuracy relative to other marks which are
 LX5343.part of the NAVD 88 network.
 LX5343
 LX5343.Photographs are available for this station.
 LX5343
 LX5343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX5343
 LX5343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5343
 LX5343.The ellipsoidal height was determined by GPS observations
 LX5343.and is referenced to NAD 83.
 LX5343
 LX5343.The geoid height was determined by GEOID03.
 LX5343
 LX5343;                    North         East     Units Scale Factor Converg.
 LX5343;SPC CT       -   207,670.689   363,735.734   MT  0.99998950   +0 28 00.5
 LX5343;SPC CT       -   681,332.92  1,193,356.32   sFT  0.99998950   +0 28 00.5
 LX5343;SPC NY L     -   130,885.066   463,572.237   MT  1.00002976   +1 16 41.1
 LX5343;SPC NY L     -   429,412.09  1,520,903.25   sFT  1.00002976   +1 16 41.1
 LX5343;UTM  18      - 4,579,473.541   747,211.838   MT  1.00035218   +1 57 06.3
 LX5343;UTM  19      - 4,579,739.996   245,089.221   MT  1.00039977   -2 00 45.3
 LX5343
 LX5343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5343!SPC CT       -   1.00000455  x   0.99998950  =   0.99999405
 LX5343!SPC NY L     -   1.00000455  x   1.00002976  =   1.00003431
 LX5343!UTM  18      -   1.00000455  x   1.00035218  =   1.00035673
 LX5343!UTM  19      -   1.00000455  x   1.00039977  =   1.00040432
 LX5343
 LX5343:                Primary Azimuth Mark                     Grid Az
 LX5343:SPC CT       -  1426 X                                   031 49 58.0
 LX5343:SPC NY L     -  1426 X                                   031 01 17.4
 LX5343:UTM  18      -  1426 X                                   030 20 52.2
 LX5343:UTM  19      -  1426 X                                   034 18 43.8
 LX5343
 LX5343|---------------------------------------------------------------------|
 LX5343| PID    Reference Object                     Distance      Geod. Az  |
 LX5343|                                                           dddmmss.s |
 LX5343| CZ4966 1426 X                                             0321758.5 |
 LX5343| CZ6950 ARP 2 GON RM 1                        9.078 METERS 06225     |
 LX5343| CZ6951 ARP 2 GON RM 2                        9.365 METERS 16640     |
 LX5343| LX5345 VOR TRUMBULL TMU                    APPROX. 0.5 KM 2890105.1 |
 LX5343| LX5348 GROTON S STANDPIPE                  APPROX. 2.4 KM 3060318.4 |
 LX5343| LX5344 TRUMBULL AIRPORT BCN                APPROX. 0.7 KM 3274215.7 |
 LX5343|---------------------------------------------------------------------|
 LX5343
 LX5343                          SUPERSEDED SURVEY CONTROL
 LX5343
 LX5343  NAD 83(1996)-  41 19 43.84407(N)    072 02 45.57447(W) AD(       ) 1
 LX5343  NAD 83(1992)-  41 19 43.84287(N)    072 02 45.57353(W) AD(       ) 1
 LX5343  NAD 83(1986)-  41 19 43.84365(N)    072 02 45.57889(W) AD(       ) 1
 LX5343  NAD 27      -  41 19 43.49428(N)    072 02 47.30775(W) AD(       ) 1
 LX5343  NGVD 29 (07/19/86)    1.94   (m)            6.4    (f) LEVELING    3  
 LX5343
 LX5343.Superseded values are not recommended for survey control.
 LX5343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5343.See file dsdata.txt to determine how the superseded data were derived.
 LX5343
 LX5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4721279474(NAD 83)
 LX5343_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5343_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5343_STAMPING: ARP 2 GON 1973
 LX5343_MARK LOGO: CGS   
 LX5343_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5343+STABILITY: SURFACE MOTION
 LX5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5343+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 LX5343
 LX5343  HISTORY     - Date     Condition        Report By
 LX5343  HISTORY     - 1973     MONUMENTED       CGS
 LX5343  HISTORY     - 1975     GOOD             NGS
 LX5343  HISTORY     - 1977     GOOD             NGS
 LX5343  HISTORY     - 19910630 GOOD             NGS
 LX5343  HISTORY     - 19991223 GOOD             WOOLPT
 LX5343  HISTORY     - 20040728 GOOD             NGS
 LX5343
 LX5343                          STATION DESCRIPTION
 LX5343
 LX5343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5343'THE STATION WAS RECOVERED AS DESCRIBED 1973 AND IN
 LX5343'GOOD CONDITION.  A REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WAS
 LX5343'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5343'
 LX5343'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF GROTON,
 LX5343'ON THE TRUMBULL AIRPORT, IN A GRASSY TRIANGLE FORMED BY RUNWAYS
 LX5343'10-28, 15-33 AND 5-23 AND ON PROPERTY OWNED BY THE STATE.  CONTACT
 LX5343'THE AIRPORT MANAGERS OFFICE IN THE MAIN TERMINAL BUILDING BEFORE
 LX5343'GOING TO THE STATION.
 LX5343'
 LX5343'TO REACH THE STATION FROM THE CONTROL TOWER AT THE AIRPORT, GO
 LX5343'SOUTH ACROSS RUNWAY 10-28 FOR 0.2 MILE TO A GRASSY TRIANGLE
 LX5343'FORMED BY RUNWAYS 10-28, 15-33 AND 5-23 AND STATION IN TRIANGLE
 LX5343'AS DESCRIBED.
 LX5343'
 LX5343'STATION MARK, STAMPED ARP 2 GON 1973, IS A STANDARD TOPOGRAPHIC
 LX5343'DISK SET IN A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LX5343'GROUND SURFACE.  IT IS 238 FEET NORTHWEST OF THE NORTHWEST EDGE
 LX5343'OF RUNWAY 5-23, 195.5 FEET SOUTH OF THE SOUTH EDGE OF RUNWAY
 LX5343'10-28, 191 FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 15-33
 LX5343'AND 56 FEET NORTH-NORTHWEST OF A 3 FOOT SQUARE
 LX5343'CONCRETE FOUNDATION.
 LX5343'
 LX5343'REFERENCE MARK 1, STAMPED ARP 2 GON NO 1 1975, IS A STANDARD
 LX5343'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LX5343'GROUND SURFACE.  IT IS 224 FEET NORTHWEST OF THE NORTHWEST
 LX5343'EDGE OF RUNWAY 5-23, 219 FEET NORTHEAST OF THE NORTHEAST EDGE OF
 LX5343'RUNWAY 15-33, 183 FEET SOUTH OF THE SOUTH EDGE OF RUNWAY 10-28
 LX5343'AND 58 FEET NORTH OF THE 3 FOOT SQUARE CONCRETE FOUNDATION.
 LX5343'
 LX5343'REFERENCE MARK 2, STAMPED ARP 2 GON NO 2 1975, IS A STANDARD
 LX5343'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LX5343'GROUND SURFACE.  IT IS 225.5 FEET SOUTH OF THE SOUTH EDGE OF
 LX5343'RUNWAY 10-28, 216 FEET WEST-NORTHWEST OF THE NORTHWEST EDGE OF
 LX5343'RUNWAY 5-23, 174 FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY
 LX5343'15-33 AND 32 FEET NORTHWEST OF THE 3 FOOT SQUARE CONCRETE FOUNDATION.
 LX5343'
 LX5343'AZIMUTH MARK, STAMPED 1426 X, IS A COAST AND GEODETIC SURVEY
 LX5343'AND STATE SURVEY DISK SET IN A 6 BY 6 INCHES REINFORCED CONCRETE
 LX5343'POST WHICH IS ABOUT 5 INCHES BELOW THE GROUND SURFACE.  IT IS 144
 LX5343'FEET SOUTHWEST OF CENTER OF GATE B (ENTRANCE TO TRUMBULL AIRPORT),
 LX5343'28 FEET NORTH-NORTHEAST OF CENTER OF GATE C (ENTRANCE TO
 LX5343'AIRPORT), 24 FEET EAST-SOUTHEAST OF CENTER OF SOUTH ROAD, 10 FEET
 LX5343'SOUTH OF A POWER POLE NUMBERED 89 AND 9 FEET NORTHWEST OF A
 LX5343'WIRE FENCE.
 LX5343'
 LX5343'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE TO THE AIRPORT
 LX5343'PARKING AREA AND TERMINAL BUILDING, GO EAST AND NORTHEAST ON
 LX5343'SOUTH ROAD FOR 0.55 MILE TO GATE C ON THE RIGHT AND THE MARK ON
 LX5343'RIGHT AS DESCRIBED.
 LX5343'
 LX5343'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 LX5343'
 LX5343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5343'2-1/2 MILES SOUTHEAST OF GROTON.
 LX5343
 LX5343                          STATION RECOVERY (1977)
 LX5343
 LX5343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 LX5343'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 LX5343'DESCRIBED BY HARRY R. ROMINE IN 1975.
 LX5343'
 LX5343'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TRUMBULL
 LX5343'AIRPORT, GROTON.
 LX5343
 LX5343                          STATION RECOVERY (1991)
 LX5343
 LX5343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LX5343'THE STATION IS LOCATED AT THE CENTER OF THE AIRPORT IN THE GRASS
 LX5343'TRIANGLE FORMED BY THE THREE RUNWAYS.  IT IS 253.5 FT (77.3 M) NORTH
 LX5343'OF THE RUNWAY LIGHT AT THE INTERSECTION OF RUNWAYS 5-23 AND 15-33,
 LX5343'195.7 FT (59.6 M) SOUTH OF THE SOUTHEAST CORNER OF THE DISPLACED
 LX5343'THRESHOLD 28 PAINT BAR, 187.0 FT (57.0 M) EAST OF THE CORNER OF
 LX5343'ASPHALT AT THE CURVED SHOULDER OF THE INTERSECTION OF RUNWAYS 10-28
 LX5343'AND 15-33, AND 181.3 FT (55.3 M) EAST OF THE FIRST ABOVE-GROUND RUNWAY
 LX5343'LIGHT SOUTH OF RUNWAY 28.  IT IS A CGS TOPOGRAPHIC DISK STAMPED ARP 2
 LX5343'GON 1973 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LX5343
 LX5343                          STATION RECOVERY (1999)
 LX5343
 LX5343'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX5343'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 LX5343'AIRPORT CONTROL STATION.
 LX5343
 LX5343                          STATION RECOVERY (2004)
 LX5343
 LX5343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRM)
 LX5343'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7419 ***********************************************************************
 LX7419  PACS        -  This is a Primary Airport Control Station.
 LX7419  DESIGNATION -  ARP N40
 LX7419  PID         -  LX7419
 LX7419  STATE/COUNTY-  CT/FAIRFIELD
 LX7419  USGS QUAD   -  BETHEL (1984)
 LX7419
 LX7419                         *CURRENT SURVEY CONTROL
 LX7419  ___________________________________________________________________
 LX7419* NAD 83(1996)-  41 22 18.10729(N)    073 28 54.56891(W)     ADJUSTED  
 LX7419* NAVD 88     -       137.77   (meters)     452.0    (feet)  GPS OBS   
 LX7419  ___________________________________________________________________
 LX7419  X           -   1,362,882.403 (meters)                     COMP
 LX7419  Y           -  -4,595,660.001 (meters)                     COMP
 LX7419  Z           -   4,193,560.663 (meters)                     COMP
 LX7419  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 LX7419  ELLIP HEIGHT-         107.96  (meters)          (06/04/02) GPS OBS
 LX7419  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX7419
 LX7419  HORZ ORDER  -  B
 LX7419  ELLP ORDER  -  FOURTH    CLASS I
 LX7419
 LX7419.This mark is at Danbury Airport (DXR)
 LX7419
 LX7419.The horizontal coordinates were established by GPS observations
 LX7419.and adjusted by the National Geodetic Survey in May 2000..
 LX7419
 LX7419.The orthometric height was determined by GPS observations and a
 LX7419.high-resolution geoid model.
 LX7419
 LX7419.GPS derived orthometric heights for airport stations designated as
 LX7419.PACS or SACS are published to 2 decimal places.  This maintains
 LX7419.centimeter relative accuracy between the PACS and SACS.  It does
 LX7419.not indicate centimeter accuracy relative to other marks which are
 LX7419.part of the NAVD 88 network.
 LX7419
 LX7419.Photographs are available for this station.
 LX7419
 LX7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7419
 LX7419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7419
 LX7419.The ellipsoidal height was determined by GPS observations
 LX7419.and is referenced to NAD 83.
 LX7419
 LX7419.The geoid height was determined by GEOID03.
 LX7419
 LX7419;                    North         East     Units Scale Factor Converg.
 LX7419;SPC CT       -   212,448.850   243,577.123   MT  0.99998712   -0 29 06.9
 LX7419;SPC CT       -   697,009.27    799,135.94   sFT  0.99998712   -0 29 06.9
 LX7419;SPC NY E     -   282,323.338   235,173.373   MT  0.99998925   +0 40 22.8
 LX7419;SPC NY E     -   926,255.82    771,564.64   sFT  0.99998925   +0 40 22.8
 LX7419;UTM  18      - 4,581,132.125   626,962.796   MT  0.99979838   +1 00 12.8
 LX7419
 LX7419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7419!SPC CT       -   0.99998307  x   0.99998712  =   0.99997019
 LX7419!SPC NY E     -   0.99998307  x   0.99998925  =   0.99997232
 LX7419!UTM  18      -   0.99998307  x   0.99979838  =   0.99978145
 LX7419
 LX7419:                Primary Azimuth Mark                     Grid Az
 LX7419:SPC CT       -  N40 AP STA A                             070 15 57.1
 LX7419:SPC NY E     -  N40 AP STA A                             069 06 27.4
 LX7419:UTM  18      -  N40 AP STA A                             068 46 37.4
 LX7419
 LX7419|---------------------------------------------------------------------|
 LX7419| PID    Reference Object                     Distance      Geod. Az  |
 LX7419|                                                           dddmmss.s |
 LX7419| LX1891 N40 AP STA A                        422.856 METERS 0694650.2 |
 LX7419|---------------------------------------------------------------------|
 LX7419
 LX7419                          SUPERSEDED SURVEY CONTROL
 LX7419
 LX7419  ELLIP H (05/22/00)  107.95   (m)                       GP(       ) 4 1
 LX7419  NAD 83(1996)-  41 22 18.10981(N)    073 28 54.57246(W) AD(       ) 2
 LX7419  NAD 83(1992)-  41 22 18.10901(N)    073 28 54.57236(W) AD(       ) 2
 LX7419  NAD 83(1986)-  41 22 18.11130(N)    073 28 54.57366(W) AD(       ) 2
 LX7419  NAD 83(1986)-  41 22 18.11144(N)    073 28 54.57381(W) AD(       ) 2
 LX7419  NGVD 29 (10/23/89)  138.1    (m)          453.     (f) VERT ANG       
 LX7419
 LX7419.Superseded values are not recommended for survey control.
 LX7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7419.See file dsdata.txt to determine how the superseded data were derived.
 LX7419
 LX7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2696381132(NAD 83)
 LX7419_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7419_STAMPING: ARP 1973 N40
 LX7419_MARK LOGO: CGS   
 LX7419_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7419+STABILITY: SURFACE MOTION
 LX7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7419+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1999
 LX7419
 LX7419  HISTORY     - Date     Condition        Report By
 LX7419  HISTORY     - 1973     MONUMENTED       NGS
 LX7419  HISTORY     - 1983     GOOD             NGS
 LX7419  HISTORY     - 19930630 GOOD             NGS
 LX7419  HISTORY     - 19990930 GOOD             WOOLPT
 LX7419
 LX7419                          STATION DESCRIPTION
 LX7419
 LX7419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7419'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 LX7419'AN EDM TIE WAS MADE TO CONNECTICUT GEODETIC SURVEY STATION
 LX7419'3580 AT THE WEST END OF THE DANBURY MUNICIPAL AIRPORT.
 LX7419'
 LX7419'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) EAST OF
 LX7419'THE NEW YORK STATE LINE, 3.2 KM (2.0 MI) SOUTHWEST OF
 LX7419'DOWNTOWN DANBURY, 1.3 KM (0.8 MI) SOUTH OF INTERSTATE
 LX7419'HIGHWAY 84 AND IN THE APPROXIMATE CENTER OF THE DANBURY
 LX7419'MUNICIPAL AIRPORT.
 LX7419'OWNERSHIP--CITY OF DANBURY, DANBURY MUNICIPAL AIRPORT,
 LX7419'AIRPORT MANAGER, PAUL ESTEFN, DANBURY CT 06810, PHONE
 LX7419'203-797-4624.
 LX7419'
 LX7419'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LX7419'HIGHWAY 84 AND U.S. HIGHWAY 7, GO SOUTH ON HIGHWAY 7 FOR
 LX7419'1.3 KM (0.8 MI) TO A SIDE ROAD RIGHT AT SIGN FOR DANBURY
 LX7419'MUNICIPAL AIRPORT.  TURN RIGHT, WEST, FOR 0.5 KM (0.3 MI)
 LX7419'TO THE ENTRANCE TO THE AIRPORT OFFICE ON THE LEFT.
 LX7419'TURN LEFT, SOUTH, FOR 30 METERS (100 FT) TO A GATE.
 LX7419'BEFORE PROCEEDING ANY FURTHER OBTAIN AN ESCORT FROM THE
 LX7419'AIRPORT OFFICE.  CONTINUE AHEAD, SOUTH, FOR 0.1 KM
 LX7419'(0.05 MI) TO ALPHA TAXI STRIP.  TURN RIGHT, WEST, FOR
 LX7419'0.3 KM (0.2 MI) TO ITS JUNCTION WITH RUNWAY 17 AND 35.
 LX7419'CONTINUE AHEAD 100 METERS (300 FT) TO THE STATION
 LX7419'ON THE LEFT.
 LX7419'
 LX7419'THE STATION IS A STANDARD NGS DISK
 LX7419'STAMPED---ARP 1973 N40---,
 LX7419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7419'FLUSH WITH GROUND.  IT IS LOCATED
 LX7419'101.65 METERS (333.5 FT) WEST FROM THE WEST EDGE OF RUNWAY
 LX7419'17 NORTH AND 35 SOUTH,
 LX7419'30.94 METERS (101.5 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 8
 LX7419'EAST AND 26 WEST AND
 LX7419'15.92 METERS (52.2 FT) SOUTH FROM THE SOUTH EDGE OF ALPHA TAXI
 LX7419'STRIP.
 LX7419'
 LX7419'3580 CTGS IS A STANDARD CTGS DISK
 LX7419'STAMPED---3580---,
 LX7419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7419'FLUSH WITH GROUND.  IT IS LOCATED
 LX7419'34.29 METERS (112.5 FT) NORTHEAST FROM A FENCE AND
 LX7419'20.57 METERS (67.5 FT) SOUTHWEST FROM A CULVERT.
 LX7419'
 LX7419'TO REACH 3580 CTGS FROM THE STATION PROCEED WEST ON
 LX7419'ALPHA TAXI STRIP FOR 0.8 KM (0.5 MI) TO THE END OF THE
 LX7419'PAVEMENT.  TURN LEFT, SOUTHWEST, FOR 0.1 KM (0.05 MI) TO
 LX7419'THE STATION MARK.
 LX7419'
 LX7419'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE
 LX7419'ARE NO REFERENCE MARKS.
 LX7419'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7419'
 LX7419'AN EDM TIE WAS MADE TO CONNECTICUT SURVEY STATION 3580 CTGS.
 LX7419'
 LX7419'DESCRIBED BY R.T. WOODRUFF.
 LX7419
 LX7419                          STATION RECOVERY (1993)
 LX7419
 LX7419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LX7419'THE STATION IS LOCATED WEST-NORTHWEST OF THE INTERSECTION OF RUNWAYS
 LX7419'8-26 AND 17-35 AND IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1973 N40
 LX7419'AND SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. THE
 LX7419'STATION IS 207.5 FT (63.2 M) SOUTHWEST OF THE SOUTH END OF HOLD BAR,
 LX7419'181.4 FT (55.3 M) NORTHWEST OF THE SECOND RUNWAY LIGHT WEST OF THE
 LX7419'INTERSECTION OF RUNWAYS, 101.0 FT (30.8 M) NORTH OF THE NORTH EDGE OF
 LX7419'THE RUNWAY MEASURED NORMALLY, 93.7 FT (28.6 M) NORTH OF THE THIRD
 LX7419'RUNWAY LIGHT WEST OF THE INTERSECTION OF RUNWAYS.
 LX7419
 LX7419                          STATION RECOVERY (1999)
 LX7419
 LX7419'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX7419'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS THE PRIMARY
 LX7419'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3251 ***********************************************************************
 LW3251  DESIGNATION -  ASHAWAY
 LW3251  PID         -  LW3251
 LW3251  STATE/COUNTY-  CT/NEW LONDON
 LW3251  USGS QUAD   -  ASHAWAY (1984)
 LW3251
 LW3251                         *CURRENT SURVEY CONTROL
 LW3251  ___________________________________________________________________
 LW3251* NAD 83(1996)-  41 25 07.87867(N)    071 47 55.31880(W)     ADJUSTED  
 LW3251* NAVD 88     -        19.     (meters)      62.     (feet)  SCALED    
 LW3251  ___________________________________________________________________
 LW3251  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LW3251  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3251
 LW3251  HORZ ORDER  -  SECOND
 LW3251
 LW3251.The horizontal coordinates were established by classical geodetic methods
 LW3251.and adjusted by the National Geodetic Survey in August 1998..
 LW3251
 LW3251.The orthometric height was scaled from a topographic map.
 LW3251
 LW3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3251
 LW3251.The geoid height was determined by GEOID03.
 LW3251
 LW3251;                    North         East     Units Scale Factor Converg.
 LW3251;SPC CT       -   217,864.798   384,326.824   MT  0.99998514   +0 37 50.8
 LW3251;SPC CT       -   714,778.09  1,260,912.26   sFT  0.99998514   +0 37 50.8
 LW3251;SPC RI       -    37,305.472    75,028.757   MT  1.00000142   -0 11 51.4
 LW3251;SPC RI       -   122,393.04    246,156.85   sFT  1.00000142   -0 11 51.4
 LW3251;UTM  19      - 4,589,036.330   266,109.665   MT  1.00027328   -1 51 08.4
 LW3251
 LW3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3251!SPC CT       -   1.00000185  x   0.99998514  =   0.99998699
 LW3251!SPC RI       -   1.00000185  x   1.00000142  =   1.00000327
 LW3251!UTM  19      -   1.00000185  x   1.00027328  =   1.00027513
 LW3251
 LW3251|---------------------------------------------------------------------|
 LW3251| PID    Reference Object                     Distance      Geod. Az  |
 LW3251|                                                           dddmmss.s |
 LW3251| CB7057 ASHAWAY RM 1                         15.554 METERS 06144     |
 LW3251| CB7056 ASHAWAY AZ MK                                      1961243.5 |
 LW3251| CB7058 ASHAWAY RM 2                         25.259 METERS 31620     |
 LW3251|---------------------------------------------------------------------|
 LW3251
 LW3251                          SUPERSEDED SURVEY CONTROL
 LW3251
 LW3251  NAD 83(1992)-  41 25 07.87739(N)    071 47 55.31807(W) AD(       ) 2
 LW3251  NAD 83(1986)-  41 25 07.87639(N)    071 47 55.31939(W) AD(       ) 2
 LW3251  NAD 27      -  41 25 07.51982(N)    071 47 57.07226(W) AD(       ) 2
 LW3251
 LW3251.Superseded values are not recommended for survey control.
 LW3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3251.See file dsdata.txt to determine how the superseded data were derived.
 LW3251
 LW3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6611089036(NAD 83)
 LW3251_MARKER: DD = SURVEY DISK
 LW3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3251+STABILITY: SURFACE MOTION
 LW3251
 LW3251  HISTORY     - Date     Condition        Report By
 LW3251  HISTORY     - 1937     MONUMENTED       CTGS
 LW3251  HISTORY     - 1954     GOOD             CGS
 LW3251
 LW3251                          STATION DESCRIPTION
 LW3251
 LW3251'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3251'A STANDARD DISK STAMPED ASHWAY-1937 SET IN A SQUARE CONCRETE
 LW3251'POST ABOUT 1 MILE WEST OF THE VILLAGE OF ASHAWAY R. I., AND
 LW3251'1/2 MILE NORTHEAST OF THE POTTER HILL POST OFFICE, ON THE EAST
 LW3251'SIDE OF A KNOLL.
 LW3251'
 LW3251'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED ASHAWAY-1937
 LW3251'SET IN 3 INCHES OF CONCRETE, 40 INCHES BELOW, AND DIRECTLY
 LW3251'UNDER THE STATION SURFACE MARK.  THERE IS 3 INCHES OF DIRT
 LW3251'BETWEEN THE UNDERGROUND MARK AND THE CONCRETE POST THAT HOLDS
 LW3251'THE STATION MARK.
 LW3251'
 LW3251'TO REACH FROM THE ASHAWAY POST OFFICE, GO SOUTH ABOUT 200 FEET
 LW3251'TO T ROAD RIGHT, AND TURN RIGHT AND GO 3/4 MILES TO CROSS ROADS,
 LW3251'AND TURN RIGHT OVER BRIDGE, KEEPING TO THE RIGHT, 0.2 MILE
 LW3251'TO THE POTTER HILL POST OFFICE.  TURN RIGHT ON DRIVE ON NORTH
 LW3251'SIDE OF POST OFFICE AND GO ABOUT 250 FEET AND BEAR LEFT IN
 LW3251'FRONT OF HOUSE OF P. HUNT.  THEN FOLLOW ROAD THRU BARWAY (DOWN
 LW3251'GRADE) 75 FEET.  THEN TURN LEFT OVER FARM BRIDGE.  FOLLOW
 LW3251'ROAD ABOUT 450 FEET TO WAGON SHED.  TURN RIGHT ON SOUTH SIDE
 LW3251'OF WAGON SHED, AND FOLLOW TRAIL THRU BAR-WAY ALONG WIRE FENCE
 LW3251'TO ANOTHER BAR-WAY IN NORTHEAST CORNER OF THIS FIELD.
 LW3251'THENCE ABOUT 200 FEET UP GRADE TO EAST SIDE OF KNOLL AND
 LW3251'STATION.
 LW3251'
 LW3251'SURFACE, REFERENCES, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LW3251'DISKS SET IN CONCRETE, NOTES 1A AND 11A.
 LW3251'
 LW3251'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ASHAWAY-1937
 LW3251'NO. 1 SET IN A SQUARE CONCRETE POST 51.03 FEET EAST OF
 LW3251'STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ASHAWAY
 LW3251'1937-NO.2 SET IN A SQUARE CONCRETE POST 82.87 FEET NORTH
 LW3251'NORTHWEST OF STATION.
 LW3251'
 LW3251'AZIMUTH MARK IS A STANDARD DISK STAMPED ASHAWAY-1937 SET IN
 LW3251'A SQUARE CONCRETE POST ABOUT 1/4 MILE SOUTHWEST OF STATION,
 LW3251'5 FEET EAST OF WIRE FENCE, AND 400 FEET NORTH OF FARM BRIDGE.
 LW3251'
 LW3251'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LW3251
 LW3251                          STATION RECOVERY (1954)
 LW3251
 LW3251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3251'STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED IN GOOD
 LW3251'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.  THE
 LW3251'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 LW3251'TAPE AND FOUND TO BE CORRECT.
 LW3251'
 LW3251'THE PUBLISHED DESCRIPTION IS ADEQUATE AND CORRECT.
 LW3251'
 LW3251'THE STATION MARK AND REFERENCE MARK NO. 1 PROJECT 2
 LW3251'INCHES.  REFERENCE MARK NO. 2 IS 2 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5149 ***********************************************************************
 LX5149  DESIGNATION -  ASHCRAFT
 LX5149  PID         -  LX5149
 LX5149  STATE/COUNTY-  CT/NEW LONDON
 LX5149  USGS QUAD   -  UNCASVILLE (1984)
 LX5149
 LX5149                         *CURRENT SURVEY CONTROL
 LX5149  ___________________________________________________________________
 LX5149* NAD 83(1996)-  41 23 09.88209(N)    072 07 14.68634(W)     ADJUSTED  
 LX5149* NAVD 88     -        87.0    (meters)     285.     (feet)  VERTCON   
 LX5149  ___________________________________________________________________
 LX5149  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LX5149  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX5149
 LX5149  HORZ ORDER  -  FIRST
 LX5149
 LX5149.The horizontal coordinates were established by classical geodetic methods
 LX5149.and adjusted by the National Geodetic Survey in August 1998..
 LX5149
 LX5149.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5149
 LX5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5149
 LX5149.The geoid height was determined by GEOID03.
 LX5149
 LX5149;                    North         East     Units Scale Factor Converg.
 LX5149;SPC CT       -   213,978.477   357,431.683   MT  0.99998644   +0 25 02.0
 LX5149;SPC CT       -   702,027.72  1,172,673.78   sFT  0.99998644   +0 25 02.0
 LX5149;UTM  18      - 4,585,617.833   740,744.089   MT  1.00031333   +1 54 16.1
 LX5149
 LX5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5149!SPC CT       -   0.99999113  x   0.99998644  =   0.99997757
 LX5149!UTM  18      -   0.99999113  x   1.00031333  =   1.00030446
 LX5149
 LX5149:                Primary Azimuth Mark                     Grid Az
 LX5149:SPC CT       -  GRAVES CHIMNEY                           052 07 37.2
 LX5149:UTM  18      -  GRAVES CHIMNEY                           050 38 23.1
 LX5149
 LX5149|---------------------------------------------------------------------|
 LX5149| PID    Reference Object                     Distance      Geod. Az  |
 LX5149|                                                           dddmmss.s |
 LX5149| LX5130 GRAVES CHIMNEY                      APPROX. 6.8 KM 0523239.2 |
 LX5149| LX5090 SUBMARINE BASE TOWER                APPROX. 2.6 KM 0661305.0 |
 LX5149| LX5115 MORRAS BARN GABLE                   APPROX. 4.0 KM 0754153.6 |
 LX5149| LX5100 SUBMARINE BASE HOUSE VENT           APPROX. 3.0 KM 0765932.9 |
 LX5149| LX5101 SPICERS HOUSE                       APPROX. 3.2 KM 0925707.1 |
 LX5149| LX5144 BAILEYS BARN CUPOLA                 APPROX. 3.0 KM 1002200.2 |
 LX5149| LX5165 GROTON STANDPIPE                    APPROX. 3.4 KM 1011400.7 |
 LX5149| LX5160 NEW LONDON CONN COLL SPIRE          APPROX. 1.3 KM 1273630.7 |
 LX5149| LX5356 NEW LONDON USCG CHAPEL SPIRE        APPROX. 2.4 KM 1365949.2 |
 LX5149| CZ6952 ASHCRAFT AZ MK                                     1383941.5 |
 LX5149| CZ6953 ASHCRAFT RM 1                        28.566 METERS 14144     |
 LX5149| LX5238 MOHICAN                             APPROX. 3.9 KM 1511438.6 |
 LX5149| LX5354 NEW LONDON SNETC MICROWAVE          APPROX. 4.1 KM 1515044.4 |
 LX5149| CZ6954 ASHCRAFT RM 2                        32.056 METERS 21428     |
 LX5149| LX5531 WATERFORD SPHEROID TANK             APPROX. 2.8 KM 3003328.3 |
 LX5149| LX5066 HIRSHFIELD BARN CUPOLA              148.862 METERS 30242     |
 LX5149|---------------------------------------------------------------------|
 LX5149
 LX5149                          SUPERSEDED SURVEY CONTROL
 LX5149
 LX5149  NAD 83(1992)-  41 23 09.88100(N)    072 07 14.68560(W) AD(       ) 1
 LX5149  NAD 83(1986)-  41 23 09.88206(N)    072 07 14.68961(W) AD(       ) 1
 LX5149  NAD 27      -  41 23 09.53516(N)    072 07 16.41029(W) AD(       ) 1
 LX5149  NGVD 29 (07/19/86)   87.3    (m)          286.     (f) VERT ANG       
 LX5149
 LX5149.Superseded values are not recommended for survey control.
 LX5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5149.See file dsdata.txt to determine how the superseded data were derived.
 LX5149
 LX5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4074485618(NAD 83)
 LX5149_MARKER: DS = TRIANGULATION STATION DISK
 LX5149_SETTING: 80 = SET IN A BOULDER
 LX5149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5149+STABILITY: SURFACE MOTION
 LX5149
 LX5149  HISTORY     - Date     Condition        Report By
 LX5149  HISTORY     - 1934     MONUMENTED       CGS
 LX5149  HISTORY     - 1960     GOOD             CGS
 LX5149  HISTORY     - 1961     GOOD             CGS
 LX5149  HISTORY     - 1971     GOOD             CTDT
 LX5149  HISTORY     - 1975     GOOD             NGS
 LX5149
 LX5149                          STATION DESCRIPTION
 LX5149
 LX5149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5149'THE STATION IS REACHED FROM THE INTERSECTION OF WILLIAM STREET
 LX5149'AND BAYONET STREET IN NEW LONDON.  GO OUT BAYONET STREET TO THE
 LX5149'PROPERTY OF KARL HIRSHFIELD ON ASHCRAFT HILL, TURN RIGHT AND GO
 LX5149'0.2 MILE THROUGH THE PROPERTY OF HIRSHFIELD.  THE STATION IS IN
 LX5149'A SMALL FIELD 9 METERS S OF THE DIRT ROAD.  THIS SITE IS
 LX5149'APPROXIMATELY 300 METERS S OF THE HIGHEST PART OF THE HILL.  THE
 LX5149'STATION IS A STANDARD DISK SET IN THE TOP OF A SMALL BOULDER,
 LX5149'IN THE NE CORNER OF THE FIELD AND NEAR THE 2 WIRE FENCES.
 LX5149'
 LX5149'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISKS SET IN THE
 LX5149'TOPS OF SMALL BOULDERS SOUTHERLY OF THE STATION.
 LX5149'
 LX5149'HEIGHT OF LIGHT ABOVE STATION MARK 11 METERS.
 LX5149
 LX5149                          STATION RECOVERY (1960)
 LX5149
 LX5149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5149'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5149'DIRT ROAD MENTIONED IN THE ORIGINAL DESCRIPTION IS GROWN OVER.
 LX5149
 LX5149                          STATION RECOVERY (1961)
 LX5149
 LX5149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5149'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LX5149'CONDITION.  STATION IS STAMPED ASHCRAFT 1934 AND REFERENCE MARKS
 LX5149'ARE STAMPED ASHCRAFT NO 1 1934 AND ASHCRAFT NO 2 1934.  ORIGINAL
 LX5149'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH THE
 LX5149'FOLLOWING ADDITION.
 LX5149'
 LX5149'ROAD THROUGH HIRSHFIELD PROPERTY IS NO LONGER PASSABLE IN A
 LX5149'TRUCK.  FIELD IS NOW COVERED WITH WAIST-HIGH GRASS.
 LX5149
 LX5149                          STATION RECOVERY (1971)
 LX5149
 LX5149'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5149'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5149'REACH THE STATION FROM NEW LONDON AT THE INTERSECTION OF ROUTE 32
 LX5149'AND ROUTE 95 OVERPASS, GO NORTH ON ROUTE 32 FOR 0.5 MILE TO
 LX5149'WILLIAMS STREET, GO LEFT, NORTHWEST FOR 0.7 MILE TO GALLOWS
 LX5149'ROAD, TURN LEFT, WEST, AND GO 0.6 MILE TO BLOOMINGDALE ROAD, GO
 LX5149'RIGHT, NORTH FOR 0.4 MILE TO A GRAVEL DRIVE TO A 2-1/2 STORY
 LX5149'FRAME HOUSE OWNED BY LITTLEFIELD.  THE STATION IS 630 FEET EAST
 LX5149'OF THE CENTER LINE OF BLOOMINGDALE ROAD AND 35 FEET SOUTH OF A
 LX5149'STONEWALL.
 LX5149
 LX5149                          STATION RECOVERY (1975)
 LX5149
 LX5149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5149'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX5149'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 LX5149'1 WAS FOUND TO BE SHORTER BY 0.055 METERS AND THE DISTANCE TO
 LX5149'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.034 METERS.  THE
 LX5149'DIRECTION TO BOTH REFERENCE MARKS CHECKED THE
 LX5149'1934 OBSERVATIONS.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS
 LX5149'STATION AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX5149'
 LX5149'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF GROTON, 2
 LX5149'MILES NORTH OF NEW LONDON, 1-1/2 MILES EAST OF THE THAMES
 LX5149'RIVER AND ON THE PROPERTY OF MRS. E. OLBERYS.  103 BLOOMINGDALE
 LX5149'ROAD.  QUAKER HILL, CONNECTICUT.  06375.  HER TELEPHONE NUMBER
 LX5149'IS 443-5757.
 LX5149'
 LX5149'TO REACH THE STATION FROM INTERSTATE HIGHWAY 95 AND STATE
 LX5149'HIGHWAY 32 IN NEW LONDON, GO NORTH ON STATE HIGHWAY 32 FOR 0.5
 LX5149'MILE TO WHERE STATE HIGHWAY 32 BEARS RIGHT AND WILLIAMS STREET
 LX5149'CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON WILLIAMS
 LX5149'STREET FOR 0.6 MILE TO GALLOWS LANE ON THE LEFT, TURN LEFT AND
 LX5149'GO WESTERLY ON GALLOWS LANE FOR 0.5 MILE TO A T-ROAD.  TURN
 LX5149'RIGHT AND GO NORTHERLY ON BLOOMINGDALE ROAD FOR 0.4 MILE TO A
 LX5149'DRIVEWAY AND MRS. OLBERYS HOUSE ON THE RIGHT.  CONTINUE
 LX5149'NORTHERLY ON BLOOMINGDALE ROAD FOR 0.05 MILE TO THE NEXT
 LX5149'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EASTERLY,
 LX5149'PASSING BETWEEN A HOUSE AND A SHED, FOR 0.05 MILE TO A GATE,
 LX5149'PASS THROUGH THE GATE AND GO NORTHEAST, CROSSING A FIELD, FOR
 LX5149'ABOUT 100 YARDS TO THE STATION AS DESCRIBED.
 LX5149'
 LX5149'THE STATION MARK, STAMPED ASHCRAFT 1934, IS A STANDARD DISK
 LX5149'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 LX5149'ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET
 LX5149'NORTHEAST OF A FENCE CORNER, 51 FEET SOUTH OF A METAL WITNESS
 LX5149'POST, 50 FEET SOUTH OF A BARBED WIRE FENCE AND 34 FEET WEST OF
 LX5149'A LONE APPLE TREE WHICH IS ABOUT 8 INCHES IN DIAMETER.
 LX5149'
 LX5149'REFERENCE MARK 1, STAMPED ASHCRAFT NO 1 1934, IS A STANDARD
 LX5149'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX5149'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 132
 LX5149'FEET SOUTH OF THE FENCE CORNER, 79 FEET SOUTH-SOUTHEAST OF THE
 LX5149'LONE APPLE TREE AND 48 FEET WEST OF A ROCK FENCE.
 LX5149'
 LX5149'REFERENCE MARK 2, STAMPED ASHCRAFT NO 2 1934, IS A STANDARD
 LX5149'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX5149'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 166 FEET
 LX5149'WEST OF THE ROCK FENCE, 145 FEET SOUTHWEST OF A METAL WITNESS
 LX5149'POST AND 131 FEET SOUTH OF THE BARBED WIRE FENCE.
 LX5149'
 LX5149'THE AZIMUTH MARK, STAMPED ASHCRAFT 1934 AZ 1975, IS A STANDARD
 LX5149'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LX5149'LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE
 LX5149'GROUND SURFACE.  IT IS 35 FEET WEST OF A WIRE FENCE, 32 FEET
 LX5149'NORTH-NORTHWEST OF A WIRE FENCE AND 3.8 FEET NORTHWEST OF A
 LX5149'METAL WITNESS POST.
 LX5149'
 LX5149'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS
 LX5149'118.29 FEET AND (36.055 METERS).
 LX5149'
 LX5149'HEIGHT OF LIGHT ABOVE STATION MARK 86.1 FEET.
 LX5149'
 LX5149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5149'2 MILES NORTH OF NEW LONDON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4928 ***********************************************************************
 LX4928  DESIGNATION -  ASHE
 LX4928  PID         -  LX4928
 LX4928  STATE/COUNTY-  CT/HARTFORD
 LX4928  USGS QUAD   -  MARLBOROUGH (1984)
 LX4928
 LX4928                         *CURRENT SURVEY CONTROL
 LX4928  ___________________________________________________________________
 LX4928* NAD 83(1996)-  41 40 39.39880(N)    072 29 18.68603(W)     ADJUSTED  
 LX4928* NAVD 88     -       260.7    (meters)     855.     (feet)  VERTCON   
 LX4928  ___________________________________________________________________
 LX4928  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LX4928  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX4928
 LX4928  HORZ ORDER  -  FIRST
 LX4928
 LX4928.The horizontal coordinates were established by classical geodetic methods
 LX4928.and adjusted by the National Geodetic Survey in August 1998..
 LX4928
 LX4928.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4928
 LX4928.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4928
 LX4928.The geoid height was determined by GEOID03.
 LX4928
 LX4928;                    North         East     Units Scale Factor Converg.
 LX4928;SPC CT       -   246,198.089   326,572.775   MT  0.99998629   +0 10 24.1
 LX4928;SPC CT       -   807,734.90  1,071,430.85   sFT  0.99998629   +0 10 24.1
 LX4928;UTM  18      - 4,617,030.299   709,048.896   MT  1.00013781   +1 40 14.1
 LX4928
 LX4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4928!SPC CT       -   0.99996374  x   0.99998629  =   0.99995003
 LX4928!UTM  18      -   0.99996374  x   1.00013781  =   1.00010155
 LX4928
 LX4928|---------------------------------------------------------------------|
 LX4928| PID    Reference Object                     Distance      Geod. Az  |
 LX4928|                                                           dddmmss.s |
 LX4928| CZ6957 ASHE RM 3                            27.360 METERS 00746     |
 LX4928| LX4955 CARTER                              APPROX. 6.0 KM 1613656.3 |
 LX4928| CZ6955 ASHE RM 1                            21.624 METERS 22645     |
 LX4928| CZ6956 ASHE RM 2                             6.457 METERS 30952     |
 LX4928| LX4952 ASHE RM 4                           135.735 METERS 32608     |
 LX4928| LX4951 ASHE RM 4 TPT                       129.693 METERS 32609     |
 LX4928|---------------------------------------------------------------------|
 LX4928
 LX4928                          SUPERSEDED SURVEY CONTROL
 LX4928
 LX4928  NAD 83(1996)-  41 40 39.39827(N)    072 29 18.68603(W) AD(       ) 1
 LX4928  NAD 83(1992)-  41 40 39.39832(N)    072 29 18.68603(W) AD(       ) 1
 LX4928  NAD 83(1992)-  41 40 39.39983(N)    072 29 18.68761(W) AD(       ) 1
 LX4928  NAD 83(1986)-  41 40 39.39997(N)    072 29 18.68753(W) AD(       ) 1
 LX4928  NAD 27      -  41 40 39.04196(N)    072 29 20.37945(W) AD(       ) 1
 LX4928  NGVD 29 (07/19/86)  261.0    (m)          856.     (f) VERT ANG       
 LX4928
 LX4928.Superseded values are not recommended for survey control.
 LX4928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4928.See file dsdata.txt to determine how the superseded data were derived.
 LX4928
 LX4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0904917030(NAD 83)
 LX4928_MARKER: Z = SEE DESCRIPTION
 LX4928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4928
 LX4928  HISTORY     - Date     Condition        Report By
 LX4928  HISTORY     - 1941     MONUMENTED       CTGS
 LX4928  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX4928  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4928  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX4928
 LX4928                          STATION DESCRIPTION
 LX4928
 LX4928'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LX4928'STATION IS A BRONZE TRIANGULATION DISK, STAMPED ASHE 1941, SET
 LX4928'IN TOP OF A CONCRETE POST FLUSH WITH GROUND.  UNDERGROUND MARK IS A
 LX4928'BRONZE TRAVERSE DISK MARKED U.S. COAST AND GEODETIC SURVEY AND
 LX4928'STATE SURVEY STAMPED ASHE 1941.  STATION IS ON CONN. STATE FOREST
 LX4928'PROPERTY ABOUT 1 MILE SSW OF DIAMOND LAKE AND 0.7 MILE WNW
 LX4928'OF MARLBOROUGH - GLASTONBURY TOWN LINE.
 LX4928'
 LX4928'REFERENCE MARK NO. 1 IS A BRONZE STATE TRAVERSE DISK, STAMPED
 LX4928'NO. 1 REF. ASHE 1941, SET IN TOP OF OUTCROPPING BOULDER 2 FEET
 LX4928'BY 3 FEET BY 1 FOOT HIGH, 44 FEET W OF CENTER LINE OF ROAD AND
 LX4928'70.95 FEET W OF STATION.
 LX4928'
 LX4928'REFERENCE MARK NO. 2 IS A BRONZE STATE TRAVERSE DISK, STAMPED
 LX4928'NO. 2 REF. ASHE 1941, SET IN TOP OF OUTCROPPING BOULDER 3 FEET
 LX4928'BY 1.5 FEET BY 1.5 FEET HIGH, 12 FEET E OF CENTER LINE OF DIRT
 LX4928'ROAD AND 21.18 FEET NNW OF STATION.
 LX4928'
 LX4928'REFERENCE MARK NO. 3 IS A BRONZE STATE TRAVERSE DISK, STAMPED
 LX4928'NO. 3 REF. ASHE 1941 SET IN TOP OF OUTCROPPING BOULDER 4 FEET BY
 LX4928'FEET BY 2 FEET HIGH, 67 FEET E OF CENTER LINE OF DIRT ROAD AND
 LX4928'89.76 FEET NE OF STATION.
 LX4928'
 LX4928'TO REACH FROM INTERSECTION OF ROUTES 2 AND 6A (MARLBOROUGH CENTER)
 LX4928'GO NE ON ROUTE 2, 1.9 MILES TO CROSSROADS TURN RIGHT (N) AND GO
 LX4928'0.9 MILE TO DIRT ROAD LEFT.  (THIS ROAD IS NOW UNDER
 LX4928'CONSTRUCTION.) GO LEFT (NE) 0.3 MILE AND BEAR RIGHT AND GO 0.3
 LX4928'MILE TO END OF CONSTRUCTION, THENCE STRAIGHT AHEAD 0.9 MILE TO
 LX4928'TOP OF HILL AND STATION 22 FEET E OF CENTER LINE OF ROADWAY.
 LX4928
 LX4928                          STATION RECOVERY (1971)
 LX4928
 LX4928'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BW)
 LX4928'ASHE THE STATION AND RMS WERE RECOVERED IN GOOD CONDITION.
 LX4928'
 LX4928'THE STATION MAY BE REACHED FROM HARTFORD BY TAKING THE
 LX4928'V.F.W. MEMORIAL HIGHWAY (RTE. 2) SOUTH TO THE WEST ROAD EXIT
 LX4928'(MARLBOROUGH), TURN LEFT (NORTH) 0.9 MILE TO THE INTERSECTION OF
 LX4928'WEST ROAD AND ISLEIB ROAD, TURN LEFT, (NORTH) 0.6 MILE TO THE
 LX4928'GLASTONBURY-MARLBOROUGH TOWN LINE, PROCEED STRAIGHT ON WINDHAM
 LX4928'ROAD 0.8 MILE TO STATION ASHE.  THE STATION IS 22 FEET EAST OF
 LX4928'THE CENTERLINE OF THE ROAD, AND 10 FEET NORTH OF A WITNESS POST.
 LX4928
 LX4928                          STATION RECOVERY (1978)
 LX4928
 LX4928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4928'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE
 LX4928'RECOVERED IN GOOD
 LX4928'CONDITION.  A NEW REFERENCE MARK 4 WAS ESTABLISHED AT THIS
 LX4928'TIME.  THE DISTANCE AND DIRECTION COMPARED FAVORABLY WITH THE
 LX4928'1941 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX4928'
 LX4928'THE STATION IS LOCATED 3-1/2 MILES NORTH OF MARLBOROUGH, 2-3/4
 LX4928'MILES SOUTHEAST OF EAST GLASTONBURY, ON CONNECTICUT STATE
 LX4928'FOREST PROPERTY, 1 MILE SOUTH-SOUTHWEST OF DIAMOND LAKE AND
 LX4928'3/4 MILE NORTH-NORTHWEST OF THE MARLBOROUGH-GLASTONBURY TOWN
 LX4928'LINE.
 LX4928'
 LX4928'TO REACH THE STATION FROM THE POST OFFICE IN MARLBOROUGH GO
 LX4928'EAST ON STATE HIGHWAY 66 FOR 0.1 MILE TO A FOUR-WAY
 LX4928'INTERSECTION.  CONTINUE THROUGH THE INTERSECTION
 LX4928'FOR ABOUT 0.05
 LX4928'MILE TO A SIDE ROAD LEFT (JONES HOLLOW ROAD).  TURN LEFT ON
 LX4928'JONES HOLLOW ROAD AND GO NORTHERLY FOR 0.15 MILE TO A FORK.
 LX4928'KEEP THE RIGHT FORK FOLLOWING JONES HOLLOW ROAD AND CONTINUE
 LX4928'NORTHERLY FOR 0.9 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON
 LX4928'JONES HOLLOW ROAD FOR 1.55 MILES TO A CROSSROAD (WEST ROAD).
 LX4928'TURN LEFT ON WEST ROAD AND GO WESTERLY FOR 0.85 MILE TO A
 LX4928'CROSSROAD (ISLEIB ROAD ON THE RIGHT AND LAUREL LANE ON THE
 LX4928'LEFT).  TURN RIGHT ON ISLEIB ROAD AND GO NORTHERLY FOR
 LX4928'1.15 MILES TO END OF PAVEMENT AND A PIPE GATE.  PASS
 LX4928'THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.25 MILE ON A
 LX4928'TRACK ROAD TO THE STATION ON THE RIGHT AS DESCRIBED.  TO
 LX4928'REACH THE REFERENCE MARK 4 FROM HERE CONTINUE NORTHERLY ON
 LX4928'TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LX4928'
 LX4928'THE STATION MARK, A STANDARD DISK STAMPED---ASHE 1941---.  THE
 LX4928'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX4928'MONUMENT FLUSH WITH THE GROUND SURFACE.
 LX4928'WHICH HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.
 LX4928'IT IS 22.6 FEET
 LX4928'NORTH-NORTHWEST OF A 10-INCH TWIN TRUNKED OAK TREE, 21 FEET
 LX4928'EAST-SOUTHEAST OF THE TRACK ROAD AND 14.8 FEET WEST OF A
 LX4928'15-INCH OAK TREE.  THE OLD DATA STATES THERE IS AN
 LX4928'UNDERGROUND DISK.
 LX4928'
 LX4928'REFERENCE MARK 1, A BRONZE STATE TRAVERSE DISK,
 LX4928'STAMPED---NO 1 REF ASHE 1941---, SET IN THE TOP OF AN
 LX4928'OUTCROPPING BOULDER 2 FEET BY 3 FEET AND PROJECTING 1 FOOT
 LX4928'ABOVE THE GROUND SURFACE.
 LX4928'IT IS 48 FEET WEST OF THE CENTER OF THE TRACK ROAD, 30.7 FEET
 LX4928'WEST OF A 12-INCH OAK TREE AND 12 FEET EAST OF A GROUP OF 4,
 LX4928'4-INCH OAK TREES.
 LX4928'
 LX4928'REFERENCE MARK 2, A BRONZE STATE TRAVERSE DISK,
 LX4928'STAMPED---NO 2 REF ASHE 1941---, SET IN THE TOP OF AN
 LX4928'OUTCROPPING BOULDER 3 FEET BY 2 FEET AND PROJECTING 2-1/2
 LX4928'FEET ABOVE THE GROUND SURFACE.  IT IS 12 FEET EAST-NORTHEAST
 LX4928'OF THE TRACK ROAD AND 8 FEET WEST OF A 7-INCH OAK TREE.
 LX4928'
 LX4928'REFERENCE MARK 3, A BRONZE STATE TRAVERSE DISK,
 LX4928'STAMPED---NO 3 REF ASHE 1941---, SET IN THE TOP OF AN
 LX4928'OUTCROPPING BOULDER 2-1/2 FEET BY 2-1/2 FEET AND PROJECTING
 LX4928'2 FEET ABOVE THE GROUND SURFACE.  IT IS 14.2 FEET NORTH OF A
 LX4928'6-INCH OAK TREE, 6 FEET NORTHWEST OF A 4-INCH ELM TREE AND 3.4
 LX4928'FEET SOUTH OF A 5-INCH OAK TREE.
 LX4928'
 LX4928'REFERENCE MARK 4, A STANDARD DISK STAMPED---ASHE 1941 NO 4
 LX4928'1978---, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX4928'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE
 LX4928'AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT
 LX4928'IS 20.5 FEET WEST-SOUTHWEST OF THE TRACK ROAD, 4.5 FEET
 LX4928'SOUTH OF A 10-INCH OAK TREE AND 2.8 FEET NORTH OF A METAL
 LX4928'WITNESS POST.  THERE IS AN UNDERGROUND DISK SET ABOUT 42
 LX4928'INCHES BELOW THE GROUND SURFACE.
 LX4928'
 LX4928'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO HEAVY BRUSH
 LX4928'AND TREES ON LINE.
 LX4928'
 LX4928'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 LX4928'
 LX4928'DESCRIBED BY RONALD L. RAMSEY.
 LX4928
 LX4928                          STATION RECOVERY (1985)
 LX4928
 LX4928'RECOVERY NOTE BY US POWER SQUADRON 1985 (CH)
 LX4928'LOCATION OF ASHE AS DESCRIBED ON DATA SHEET AS A DISTANCE OF 21.18
 LX4928'FEET SSW OF NO 2 REF. ASHE.  AND 10 FEET NORTH OF A WITNESS POST IS
 LX4928'OVER A FLUSH TO GROUND BOULDER.  BRONZE STATION MARK WAS NOT FOUND
 LX4928'BUT HOLLOW PORTION ON BOULDER INDICATES IT MAY HAVE BEEN THE
 LX4928'LOCATION.
 LX4928'
 LX4928'STATION ASHE NO 1, NO 2, NO 3 HAVE BEEN RECOVERED AS PER
 LX4928'DESCRIPTION IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX4928'
 LX4928'ASHE 1941 NO 4 1978 FOUND GOOD.
 LX4928'
 LX4928'WITNESS POST AND BRONZE STATION MARK HAS BEEN RECOVERED
 LX4928'APPROXIMATELY 425 FEET NORTH OF STATION ASHE.  THIS MARK IS APPROX.
 LX4928'15 FEET WEST OF ROADWAY, AND ABOUT N 15 DEG E FROM ASHE.
 LX4928'ADDITIONAL REFERENCE MARK HAD BEEN ADDED IN 1978.  THE BRONZE DISK
 LX4928'IS SET IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4952 ***********************************************************************
 LX4952  DESIGNATION -  ASHE RM 4
 LX4952  PID         -  LX4952
 LX4952  STATE/COUNTY-  CT/HARTFORD
 LX4952  USGS QUAD   -  MARLBOROUGH (1984)
 LX4952
 LX4952                         *CURRENT SURVEY CONTROL
 LX4952  ___________________________________________________________________
 LX4952* NAD 83(1996)-  41 40 43.05188(N)    072 29 21.95638(W)     ADJUSTED  
 LX4952* NAVD 88     -       258.4    (meters)     848.     (feet)  VERTCON   
 LX4952  ___________________________________________________________________
 LX4952  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LX4952  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX4952
 LX4952  HORZ ORDER  -  SECOND
 LX4952
 LX4952.The horizontal coordinates were established by classical geodetic methods
 LX4952.and adjusted by the National Geodetic Survey in August 1998..
 LX4952
 LX4952.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4952
 LX4952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4952
 LX4952.The geoid height was determined by GEOID03.
 LX4952
 LX4952;                    North         East     Units Scale Factor Converg.
 LX4952;SPC CT       -   246,310.563   326,496.793   MT  0.99998633   +0 10 22.0
 LX4952;SPC CT       -   808,103.91  1,071,181.56   sFT  0.99998633   +0 10 22.0
 LX4952;UTM  18      - 4,617,140.766   708,969.990   MT  1.00013741   +1 40 12.0
 LX4952
 LX4952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4952!SPC CT       -   0.99996410  x   0.99998633  =   0.99995043
 LX4952!UTM  18      -   0.99996410  x   1.00013741  =   1.00010151
 LX4952
 LX4952                          SUPERSEDED SURVEY CONTROL
 LX4952
 LX4952  NAD 83(1996)-  41 40 43.05135(N)    072 29 21.95639(W) AD(       ) 2
 LX4952  NAD 83(1992)-  41 40 43.05140(N)    072 29 21.95639(W) AD(       ) 2
 LX4952  NAD 83(1992)-  41 40 43.05291(N)    072 29 21.95796(W) AD(       ) 2
 LX4952  NAD 83(1986)-  41 40 43.05310(N)    072 29 21.95793(W) AD(       ) 2
 LX4952  NAD 27      -  41 40 42.69510(N)    072 29 23.64965(W) AD(       ) 2
 LX4952  NGVD 29 (07/19/86)  258.7    (m)          849.     (f) VERT ANG       
 LX4952
 LX4952.Superseded values are not recommended for survey control.
 LX4952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4952.See file dsdata.txt to determine how the superseded data were derived.
 LX4952
 LX4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0897017141(NAD 83)
 LX4952_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4952+STABILITY: SURFACE MOTION
 LX4952
 LX4952  HISTORY     - Date     Condition        Report By
 LX4952  HISTORY     - 1978     MONUMENTED       NGS
 LX4952
 LX4952                          STATION DESCRIPTION
 LX4952
 LX4952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4952'THE STATION IS LOCATED 3-1/2 MILES NORTH OF MARLBOROUGH, 2-3/4
 LX4952'MILES SOUTHEAST OF EAST GLASTONBURY, ON CONNECTICUT STATE
 LX4952'FOREST PROPERTY, 1 MILE SOUTH-SOUTHWEST OF DIAMOND LAKE AND
 LX4952'3/4 MILE NORTH-NORTHWEST OF THE MARLBOROUGH-GLASTONBURY TOWN
 LX4952'LINE.
 LX4952'
 LX4952'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX4952'ASHE CTGS 1941 USING ELECTRONIC DISTANCE EQUIPMENT.
 LX4952'
 LX4952'TO REACH THE STATION FROM THE POST OFFICE IN MARLBOROUGH GO
 LX4952'EAST ON STATE HIGHWAY 66 FOR 0.1 MILE TO A FOUR-WAY
 LX4952'INTERSECTION.  CONTINUE THROUGH THE INTERSECTION
 LX4952'FOR ABOUT 0.05
 LX4952'MILE TO A SIDE ROAD LEFT (JONES HOLLOW ROAD).  TURN LEFT ON
 LX4952'JONES HOLLOW ROAD AND GO NORTHERLY FOR 0.15 MILE TO A FORK.
 LX4952'KEEP THE RIGHT FORK FOLLOWING JONES HOLLOW ROAD AND CONTINUE
 LX4952'NORTHERLY FOR 0.9 MILE TO A SIDE ROAD LEFT.  CONTINUE AHEAD ON
 LX4952'JONES HOLLOW ROAD FOR 1.55 MILES TO A CROSSROAD (WEST ROAD).
 LX4952'TURN LEFT ON WEST ROAD AND GO WESTERLY FOR 0.85 MILE TO A
 LX4952'CROSSROAD (ISLEIB ROAD ON THE RIGHT AND LAUREL LANE ON THE
 LX4952'LEFT).  TURN RIGHT ON ISLEIB ROAD AND GO NORTHERLY FOR
 LX4952'1.15 MILES TO END OF PAVEMENT AND A PIPE GATE.  PASS
 LX4952'THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.25 MILE ON A
 LX4952'TRACK ROAD TO TRIANGULATION STATION ASHE CTGS 1941 ON THE
 LX4952'RIGHT, CONTINUE NORTHERLY ON TRACK ROAD FOR 0.1
 LX4952'MILE TO THE STATION ON THE LEFT AS
 LX4952'DESCRIBED.
 LX4952'
 LX4952'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS,
 LX4952'STAMPED---ASHE 1941 NO 4 1978---.  THE SURFACE DISK
 LX4952'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX4952'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE
 LX4952'AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT
 LX4952'IS 20.5 FEET WEST-SOUTHWEST OF THE TRACK ROAD, 4.5 FEET
 LX4952'SOUTH OF A 10-INCH OAK TREE AND 2.8 FEET NORTH OF A METAL
 LX4952'WITNESS POST.  THE UNDERGROUND DISK IS SET ABOUT 42
 LX4952'INCHES BELOW THE GROUND SURFACE.
 LX4952'
 LX4952'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS
 LX4952'1.3 METERS.
 LX4952'
 LX4952'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6079 ***********************************************************************
 LX6079  DESIGNATION -  ASHTON SCHOOL FLAGSTAFF
 LX6079  PID         -  LX6079
 LX6079  STATE/COUNTY-  CT/MIDDLESEX
 LX6079  USGS QUAD   -  DEEP RIVER (1971)
 LX6079
 LX6079                         *CURRENT SURVEY CONTROL
 LX6079  ___________________________________________________________________
 LX6079* NAD 83(1996)-  41 27 42.62946(N)    072 27 51.76256(W)     ADJUSTED  
 LX6079* NAVD 88     -                                                        
 LX6079  ___________________________________________________________________
 LX6079  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX6079  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6079
 LX6079  HORZ ORDER  -  THIRD
 LX6079
 LX6079.The horizontal coordinates were established by classical geodetic methods
 LX6079.and adjusted by the National Geodetic Survey in August 1998..
 LX6079
 LX6079
 LX6079.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6079
 LX6079.The geoid height was determined by GEOID03.
 LX6079
 LX6079;                    North         East     Units Scale Factor Converg.
 LX6079;SPC CT       -   222,240.571   328,662.478   MT  0.99998392   +0 11 21.8
 LX6079;SPC CT       -   729,134.27  1,078,286.81   sFT  0.99998392   +0 11 21.8
 LX6079;UTM  18      - 4,593,131.548   711,762.819   MT  1.00015190   +1 40 46.2
 LX6079
 LX6079                          SUPERSEDED SURVEY CONTROL
 LX6079
 LX6079  NAD 83(1992)-  41 27 42.62868(N)    072 27 51.76233(W) AD(       ) 4
 LX6079  NAD 83(1986)-  41 27 42.63041(N)    072 27 51.76483(W) AD(       ) 4
 LX6079  NAD 27      -  41 27 42.27000(N)    072 27 53.46800(W) AD(       ) 3
 LX6079
 LX6079.Superseded values are not recommended for survey control.
 LX6079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6079.See file dsdata.txt to determine how the superseded data were derived.
 LX6079
 LX6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1176393132(NAD 83)
 LX6079
 LX6079  HISTORY     - Date     Condition        Report By
 LX6079  HISTORY     - 1934     MONUMENTED       CGS
 LX6079  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6079  HISTORY     - 1984     GOOD             USPSQD
 LX6079  HISTORY     - 19970603 POOR             USPSQD
 LX6079
 LX6079                          STATION DESCRIPTION
 LX6079
 LX6079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6079'THIS BUILDING WAS FORMERLY KNOWN AS THE CHAMPION HOUSE.  IT IS
 LX6079'ON THE W SIDE OF THE EAST HADDAM - MOODUS HIGHWAY ABOUT 0.6 MILE
 LX6079'FROM EAST HADDAM VILLAGE.
 LX6079'
 LX6079'IT IS A THREE-STORY BRICK STRUCTURE PAINTED WHITE WITH GREEN
 LX6079'SHUTTERS.  IT CONSISTS OF TWO WINGS, A SQUARE SHINGLE ROOFED UNIT
 LX6079'TO THE NORTHWARD AND A RECTANGULAR TILE ROOFED SECTION TO THE
 LX6079'SOUTHWARD.
 LX6079'
 LX6079'THE SQUARE PART HAS A PYRAMIDAL ROOF WITH A LARGE, SQUARE
 LX6079'WOODEN CUPOLA AT THE APEX.  THERE IS ONE GREEN TRIMMED WINDOW
 LX6079'IN EACH SIDE OF THE CUPOLA.  THE CUPOLA ROOF IS ALSO PYRAMIDAL
 LX6079'WITH A LOW ORNAMENTAL RAIL ABOUT HALFWAY UP THE SLOPE.  A WHITE
 LX6079'FLAGSTAFF CARRYING A WEATHER VANE, IS AT THE APEX OF THE CUPOLA
 LX6079'ROOF.
 LX6079'
 LX6079'CENTER IS THE CENTER LINE OF THIS FLAGSTAFF.
 LX6079
 LX6079                          STATION RECOVERY (1948)
 LX6079
 LX6079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6079'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 LX6079'
 LX6079'1.  BUILDING IS NOW KNOWN AS THE NATHAN HALE INN.
 LX6079'
 LX6079'2.  THERE IS NO LONGER A LOW ORNAMENTAL RAIL ON THE CUPOLA ROOF.
 LX6079
 LX6079                          STATION RECOVERY (1984)
 LX6079
 LX6079'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6079'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 LX6079'
 LX6079'1) THE FLAGSTAFF HAS BEEN REMOVED FROM THE CUPOLA.
 LX6079'
 LX6079'2) THE BUILDING IS WHITE WITH BLACK SHUTTERS.
 LX6079'
 LX6079'3) THE BUILDING IS AGAIN CALLED THE CHAMPION HOUSE.
 LX6079
 LX6079                          STATION RECOVERY (1997)
 LX6079
 LX6079'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6079'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4762 ***********************************************************************
 LX4762  DESIGNATION -  ASYLUM
 LX4762  PID         -  LX4762
 LX4762  STATE/COUNTY-  CT/NEW LONDON
 LX4762  USGS QUAD   -  NORWICH (1983)
 LX4762
 LX4762                         *CURRENT SURVEY CONTROL
 LX4762  ___________________________________________________________________
 LX4762* NAD 83(1996)-  41 31 37.05638(N)    072 04 40.32414(W)     ADJUSTED  
 LX4762* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 LX4762  ___________________________________________________________________
 LX4762  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 LX4762  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX4762
 LX4762  HORZ ORDER  -  THIRD
 LX4762
 LX4762.The horizontal coordinates were established by classical geodetic methods
 LX4762.and adjusted by the National Geodetic Survey in August 1998..
 LX4762
 LX4762.The orthometric height was scaled from a topographic map.
 LX4762
 LX4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4762
 LX4762.The geoid height was determined by GEOID03.
 LX4762
 LX4762;                    North         East     Units Scale Factor Converg.
 LX4762;SPC CT       -   229,651.477   360,896.279   MT  0.99998315   +0 26 44.4
 LX4762;SPC CT       -   753,448.22  1,184,040.54   sFT  0.99998315   +0 26 44.4
 LX4762;UTM  18      - 4,601,380.944   743,801.038   MT  1.00033153   +1 56 17.7
 LX4762;UTM  19      - 4,601,832.454   243,204.045   MT  1.00041161   -2 02 30.0
 LX4762
 LX4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4762!SPC CT       -   0.99999601  x   0.99998315  =   0.99997916
 LX4762!UTM  18      -   0.99999601  x   1.00033153  =   1.00032754
 LX4762!UTM  19      -   0.99999601  x   1.00041161  =   1.00040762
 LX4762
 LX4762:                Primary Azimuth Mark                     Grid Az
 LX4762:SPC CT       -  NORWICH ST MARYS CH TOWER                077 53 42.6
 LX4762:UTM  18      -  NORWICH ST MARYS CH TOWER                076 24 09.3
 LX4762:UTM  19      -  NORWICH ST MARYS CH TOWER                080 22 57.0
 LX4762
 LX4762|---------------------------------------------------------------------|
 LX4762| PID    Reference Object                     Distance      Geod. Az  |
 LX4762|                                                           dddmmss.s |
 LX4762| LX4752 NORWICH ST MARYS CH TOWER           APPROX. 1.5 KM 0782027.0 |
 LX4762| LX4746 NORWICH ST JOSEPH CH SPIRE          APPROX. 0.7 KM 0872520.3 |
 LX4762| CZ6958 ASYLUM RM 1                           9.210 METERS 08939     |
 LX4762| LX4753 NORWICH GAS CO STACK                APPROX. 1.1 KM 0902129.4 |
 LX4762| CZ6959 ASYLUM RM 2                          18.370 METERS 17551     |
 LX4762| LX4748 LOWER COAL DOCK LIGHT 20            APPROX. 1.7 KM 1795340.1 |
 LX4762|---------------------------------------------------------------------|
 LX4762
 LX4762                          SUPERSEDED SURVEY CONTROL
 LX4762
 LX4762  NAD 83(1992)-  41 31 37.05543(N)    072 04 40.32349(W) AD(       ) 3
 LX4762  NAD 83(1986)-  41 31 37.05615(N)    072 04 40.32567(W) AD(       ) 3
 LX4762  NAD 27      -  41 31 36.69700(N)    072 04 42.04300(W) AD(       ) 3
 LX4762
 LX4762.Superseded values are not recommended for survey control.
 LX4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4762.See file dsdata.txt to determine how the superseded data were derived.
 LX4762
 LX4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4380101381(NAD 83)
 LX4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4762+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2006
 LX4762
 LX4762  HISTORY     - Date     Condition        Report By
 LX4762  HISTORY     - 1934     MONUMENTED       CGS
 LX4762  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4762  HISTORY     - 20060424 GOOD             USPSQD
 LX4762
 LX4762                          STATION DESCRIPTION
 LX4762
 LX4762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4762'THE STATION IS LOCATED ON JAIL HILL ABOUT 90 METERS N OF SCHOOL
 LX4762'STREET AND ABOUT 60 METERS E OF CEDAR STREET ON THE PROPERTY OF
 LX4762'TYLER ALCOTT.  THE STATION IS A STANDARD DISK SET IN OUTCROPPING
 LX4762'LEDGE AT THE TOP OF THE HILL.
 LX4762'
 LX4762'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN LEDGE 9.21 METERS E
 LX4762'OF STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN LEDGE
 LX4762'18.37 METERS S OF STATION.
 LX4762
 LX4762                          STATION RECOVERY (1961)
 LX4762
 LX4762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4762'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE STATION
 LX4762'IS STAMPED ASYLUM 1934 AND THE R.M.S ARE STAMPED ASYLUM NO 1 1934
 LX4762'AND ASYLUM NO 2 1934.  THE DISTANCES WERE CHECKED AND FOUND TO BE
 LX4762'CORRECT.
 LX4762'
 LX4762'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE
 LX4762'WITH THE FOLLOWING ADDITION.  THE STATION IS 67.4 FT. EAST OF THE
 LX4762'SOUTHEAST CORNER OF A SMALL GREEN SHINGLED HOUSE.
 LX4762
 LX4762                          STATION RECOVERY (2006)
 LX4762
 LX4762'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4762'STATION AND RMS ALL RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3543 ***********************************************************************
 LX3543  DESIGNATION -  ATWOOD
 LX3543  PID         -  LX3543
 LX3543  STATE/COUNTY-  CT/LITCHFIELD
 LX3543  USGS QUAD   -  THOMASTON (1976)
 LX3543
 LX3543                         *CURRENT SURVEY CONTROL
 LX3543  ___________________________________________________________________
 LX3543* NAD 83(1996)-  41 41 50.02623(N)    073 07 26.86614(W)     ADJUSTED  
 LX3543* NAVD 88     -       328.1    (meters)    1076.     (feet)  VERTCON   
 LX3543  ___________________________________________________________________
 LX3543  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 LX3543  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX3543
 LX3543  HORZ ORDER  -  FIRST
 LX3543
 LX3543.The horizontal coordinates were established by classical geodetic methods
 LX3543.and adjusted by the National Geodetic Survey in August 1998..
 LX3543
 LX3543.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3543
 LX3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3543
 LX3543.The geoid height was determined by GEOID03.
 LX3543
 LX3543;                    North         East     Units Scale Factor Converg.
 LX3543;SPC CT       -   248,411.536   273,657.691   MT  0.99998721   -0 14 53.1
 LX3543;SPC CT       -   814,996.85    897,825.27   sFT  0.99998721   -0 14 53.1
 LX3543;UTM  18      - 4,617,860.912   656,092.658   MT  0.99989983   +1 14 53.1
 LX3543
 LX3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3543!SPC CT       -   0.99995310  x   0.99998721  =   0.99994031
 LX3543!UTM  18      -   0.99995310  x   0.99989983  =   0.99985294
 LX3543
 LX3543:                Primary Azimuth Mark                     Grid Az
 LX3543:SPC CT       -  ATWOOD AZ MK                             164 55 54.0
 LX3543:UTM  18      -  ATWOOD AZ MK                             163 26 07.8
 LX3543
 LX3543|---------------------------------------------------------------------|
 LX3543| PID    Reference Object                     Distance      Geod. Az  |
 LX3543|                                                           dddmmss.s |
 LX3543| LX3542 ATWOOD AZ MK                        459.100 METERS 1644100.9 |
 LX3543| CB2659 ATWOOD RM 2                          23.570 METERS 27045     |
 LX3543| CB2658 ATWOOD RM 1                          22.500 METERS 35620     |
 LX3543|---------------------------------------------------------------------|
 LX3543
 LX3543                          SUPERSEDED SURVEY CONTROL
 LX3543
 LX3543  NAD 83(1996)-  41 41 50.02597(N)    073 07 26.86650(W) AD(       ) 1
 LX3543  NAD 83(1992)-  41 41 50.02621(N)    073 07 26.86669(W) AD(       ) 1
 LX3543  NAD 83(1992)-  41 41 50.02764(N)    073 07 26.86799(W) AD(       ) 1
 LX3543  NAD 83(1986)-  41 41 50.02759(N)    073 07 26.86806(W) AD(       ) 1
 LX3543  NAD 27      -  41 41 49.67827(N)    073 07 28.47023(W) AD(       ) 1
 LX3543  NGVD 29 (07/19/86)  328.4    (m)         1077.     (f) VERT ANG       
 LX3543
 LX3543.Superseded values are not recommended for survey control.
 LX3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3543.See file dsdata.txt to determine how the superseded data were derived.
 LX3543
 LX3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5609317861(NAD 83)
 LX3543_MARKER: DS = TRIANGULATION STATION DISK
 LX3543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3543
 LX3543  HISTORY     - Date     Condition        Report By
 LX3543  HISTORY     - 1981     MONUMENTED       NGS
 LX3543
 LX3543                          STATION DESCRIPTION
 LX3543
 LX3543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3543'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHWEST OF
 LX3543'THOMASTON, 5.2 KM (3.3 MI) SOUTHEAST OF LITCHFIELD AND
 LX3543'1.1 KM (0.7 MI) WEST-NORTHWEST FROM THE COMMUNITY OF NORTHFIELD
 LX3543'OWNERSHIP--MRS DOROTHY ATWOOD,
 LX3543'RD 2 LITCHFIELD CT,
 LX3543'PHONE--203-283-9473.
 LX3543'
 LX3543'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX3543'STATE HIGHWAY 254 IN THOMASTON.  GO NORTHWEST ON
 LX3543'HIGHWAY 254 FOR 4.26 KM (2.65 MI) TO A PAVED CROSSROAD
 LX3543'AT A TRAFFIC LIGHT.  TURN LEFT AND GO WEST FOR 0.48 KM (0.3 MI)
 LX3543'TO A CROSS STREET, CONTINUE AHEAD FOR 0.32 KM (0.20 MI) TO
 LX3543'A FORK.  TAKE THE RIGHT FORK AND GO WEST FOR 0.56 KM (0.35 MI)
 LX3543'TO A FORK.  BEAR RIGHT ON THE MAIN ROAD FOR 0.40 KM (0.25 MI)
 LX3543'TO A DIRT DRIVE AND THE AZIMUTH ON THE RIGHT.  TURN RIGHT
 LX3543'AND FOLLOW THE DRIVE FOR 0.16 KM (0.10 MI) TO THE
 LX3543'END OF THE DRIVE AT A HOUSE/BARN ON THE LEFT, TURN LEFT ALONG
 LX3543'THE NORTH SIDE OF THE HOUSE/BARN FOR ABOUT 35 METERS (115 FEET)
 LX3543'TO A WIRE GAP IN THE FENCE (ELECTRIC FENCE IS WIRED TO HOUSE
 LX3543'CURRENT).  TURN RIGHT PASSING THROUGH THE GAP THEN BEAR LEFT
 LX3543'FOR ABOUT 10 METERS (32 FEET) TO ANOTHER GAP, TURN RIGHT AND
 LX3543'FOLLOW A FENCE LINE UP HILL FOR 0.16 KM (0.10 MI) TO A GAP
 LX3543'IN THE FENCE ON THE RIGHT, TURN RIGHT AND CONTINUE UP HILL
 LX3543'FOR 0.08 KM (0.05 MI) TO THE TOP OF THE HILL AND THE STATION.
 LX3543'
 LX3543'THE STATION IS A STANDARD NGS DISK
 LX3543'STAMPED---ATWOOD 1981---,
 LX3543'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3543'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3543'4.6 METERS (15.10 FT) SOUTHWEST FROM A FENCE CORNER,
 LX3543'3.5 METERS (11.50 FT) SOUTH FROM A FENCE LINE AND
 LX3543'3.35 METERS (11.00 FT) WEST FROM A METAL WITNESS POST
 LX3543'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3543'STAMPED---ATWOOD 1981---,
 LX3543'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3543'
 LX3543'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3543'STAMPED---ATWOOD NO 1 1981---,
 LX3543'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METER
 LX3543'LARGEST DIMENSION.  IT IS LOCATED
 LX3543'4.4 METERS (14.43 FT) EAST FROM THE EDGE OF A HAY FIELD,
 LX3543'1.9 METERS (6.2 FT) NORTH-NORTHWEST FROM A 15 CM CHERRY TREE AND
 LX3543'0.8 METER (2.6 FT) WEST FROM A METAL WITNESS POST.
 LX3543'MARK IS LEVEL WITH STATION.
 LX3543'
 LX3543'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3543'STAMPED---ATWOOD NO 2 1981---,
 LX3543'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3543'FLUSH WITH GROUND.  IT IS LOCATED
 LX3543'8.9 METERS (29.20 FT) EAST FROM A 15 CM ELM TREE AND
 LX3543'0.4 METER (1.3 FT) SOUTH FROM A METAL WITNESS POST.
 LX3543'MARK IS LEVEL WITH STATION.
 LX3543'
 LX3543'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3543'STAMPED---ATWOOD 1981---,
 LX3543'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3543'18.15 METERS (59.50 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 LX3543'CENTER OF A PAVED ROAD,
 LX3543'16.15 METERS (53.00 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX3543'A GRAVEL DRIVE,
 LX3543'14.5 METERS (47.6 FT) EAST-NORTHEAST FROM A UTILITY POLE AT THE
 LX3543'CORNER OF THE DRIVE AND ROAD.
 LX3543'
 LX3543'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3542 ***********************************************************************
 LX3542  DESIGNATION -  ATWOOD AZ MK
 LX3542  PID         -  LX3542
 LX3542  STATE/COUNTY-  CT/LITCHFIELD
 LX3542  USGS QUAD   -  THOMASTON (1976)
 LX3542
 LX3542                         *CURRENT SURVEY CONTROL
 LX3542  ___________________________________________________________________
 LX3542* NAD 83(1996)-  41 41 35.67403(N)    073 07 21.62183(W)     ADJUSTED  
 LX3542* NAVD 88     -       300.0    (meters)     984.     (feet)  VERTCON   
 LX3542  ___________________________________________________________________
 LX3542  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LX3542  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX3542
 LX3542  HORZ ORDER  -  SECOND
 LX3542
 LX3542.The horizontal coordinates were established by classical geodetic methods
 LX3542.and adjusted by the National Geodetic Survey in August 1998..
 LX3542.No horizontal observational check was made to the station.
 LX3542
 LX3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3542
 LX3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3542
 LX3542.The geoid height was determined by GEOID03.
 LX3542
 LX3542;                    North         East     Units Scale Factor Converg.
 LX3542;SPC CT       -   247,968.227   273,777.042   MT  0.99998701   -0 14 49.6
 LX3542;SPC CT       -   813,542.42    898,216.85   sFT  0.99998701   -0 14 49.6
 LX3542;UTM  18      - 4,617,420.908   656,223.531   MT  0.99990034   +1 14 56.2
 LX3542
 LX3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3542!SPC CT       -   0.99995751  x   0.99998701  =   0.99994452
 LX3542!UTM  18      -   0.99995751  x   0.99990034  =   0.99985785
 LX3542
 LX3542                          SUPERSEDED SURVEY CONTROL
 LX3542
 LX3542  NAD 83(1996)-  41 41 35.67376(N)    073 07 21.62220(W) AD(       ) 2
 LX3542  NAD 83(1992)-  41 41 35.67400(N)    073 07 21.62238(W) AD(       ) 2
 LX3542  NAD 83(1992)-  41 41 35.67543(N)    073 07 21.62367(W) AD(       ) 2
 LX3542  NAD 83(1986)-  41 41 35.67539(N)    073 07 21.62375(W) AD(       ) 2
 LX3542  NAD 27      -  41 41 35.32588(N)    073 07 23.22626(W) AD(       ) 2
 LX3542  NGVD 29 (07/19/86)  300.3    (m)          985.     (f) VERT ANG       
 LX3542
 LX3542.Superseded values are not recommended for survey control.
 LX3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3542.See file dsdata.txt to determine how the superseded data were derived.
 LX3542
 LX3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5622417421(NAD 83)
 LX3542_MARKER: DZ = AZIMUTH MARK DISK
 LX3542_SETTING: 66 = SET IN ROCK OUTCROP
 LX3542_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3542
 LX3542  HISTORY     - Date     Condition        Report By
 LX3542  HISTORY     - 1981     MONUMENTED       NGS
 LX3542
 LX3542                          STATION DESCRIPTION
 LX3542
 LX3542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3542'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF
 LX3542'THOMASTON, 5.3 KM (3.3 MI) SOUTHEAST OF LITCHFIELD AND 1.1 KM
 LX3542'(0.7 MI) WEST-NORTHWEST FROM THE COMMUNITY OF NORTHFIELD.
 LX3542'OWNERSHIP---MRS DORTHY ATWOOD, RD 2 LITCHFIELD CT,
 LX3542'PHONE 203-283-9473
 LX3542'
 LX3542'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LX3542'HIGHWAY 254 IN THOMASTON.  GO NORTHWEST ON HIGHWAY 254 FOR 4.26 KM
 LX3542'(2.65 MI) TO A PAVED CROSSROAD AT A TRAFFIC LIGHT.  TURN LEFT AND
 LX3542'GO WEST FOR 0.48 KM (0.3 MI) TO A CROSS STREET, CONTINUE AHEAD FOR
 LX3542'0.32 KM (0.2 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO WEST
 LX3542'FOR 0.56 KM (0.35 MI) TO A FORK, BEAR RIGHT ON THE MAIN ROAD FOR
 LX3542'0.40 KM (0.25 MI) TO A DIRT DRIVE AND THE STATION ON THE LEFT.
 LX3542'
 LX3542'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX3542'STAMPED---ATWOOD 1981---,
 LX3542'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3542'18.15 METERS (59.5 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 LX3542'CENTER OF A PAVED ROAD,
 LX3542'16.15 METERS (53.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 LX3542'GRAVEL ROAD AND
 LX3542'14.5 METERS (47.6 FT) EAST-NORTHEAST FROM A UTILITY POLE AT
 LX3542'THE CORNER OF THE DRIVE AND ROAD.
 LX3542'
 LX3542'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX3542'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5492 ***********************************************************************
 LX5492  DESIGNATION -  AVERY
 LX5492  PID         -  LX5492
 LX5492  STATE/COUNTY-  CT/NEW LONDON
 LX5492  USGS QUAD   -  NIANTIC (1983)
 LX5492
 LX5492                         *CURRENT SURVEY CONTROL
 LX5492  ___________________________________________________________________
 LX5492* NAD 83(1996)-  41 21 49.78128(N)    072 11 25.41881(W)     ADJUSTED  
 LX5492* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5492  ___________________________________________________________________
 LX5492  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LX5492  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5492
 LX5492  HORZ ORDER  -  SECOND
 LX5492
 LX5492.The horizontal coordinates were established by classical geodetic methods
 LX5492.and adjusted by the National Geodetic Survey in August 1998..
 LX5492
 LX5492.The orthometric height was scaled from a topographic map.
 LX5492
 LX5492.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5492
 LX5492.The geoid height was determined by GEOID03.
 LX5492
 LX5492;                    North         East     Units Scale Factor Converg.
 LX5492;SPC CT       -   211,467.352   351,622.390   MT  0.99998751   +0 22 15.8
 LX5492;SPC CT       -   693,789.14  1,153,614.46   sFT  0.99998751   +0 22 15.8
 LX5492;UTM  18      - 4,582,955.991   735,000.133   MT  1.00027969   +1 51 27.2
 LX5492
 LX5492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5492!SPC CT       -   1.00000483  x   0.99998751  =   0.99999234
 LX5492!UTM  18      -   1.00000483  x   1.00027969  =   1.00028452
 LX5492
 LX5492|---------------------------------------------------------------------|
 LX5492| PID    Reference Object                     Distance      Geod. Az  |
 LX5492|                                                           dddmmss.s |
 LX5492| CZ6960 AVERY RM 1                           11.000 METERS 03307     |
 LX5492| CZ6961 AVERY RM 2                           11.870 METERS 09541     |
 LX5492| LX5456 PARK                                APPROX. 0.6 KM 1623617.8 |
 LX5492| LX5457 YARDARM FLAGPOLE                    APPROX. 0.8 KM 1625650.8 |
 LX5492| LX7640 CALKINS RESET                       APPROX. 0.6 KM 1831504.6 |
 LX5492| LX5448 SPUR                                221.569 METERS 24813     |
 LX5492| LX5447 FLANDERS                            APPROX. 0.5 KM 3324445.2 |
 LX5492| LX5451 KEENEYS CHIMNEY                     415.726 METERS 3440926.8 |
 LX5492|---------------------------------------------------------------------|
 LX5492
 LX5492                          SUPERSEDED SURVEY CONTROL
 LX5492
 LX5492  NAD 83(1992)-  41 21 49.78022(N)    072 11 25.41812(W) AD(       ) 2
 LX5492  NAD 83(1986)-  41 21 49.78151(N)    072 11 25.42235(W) AD(       ) 2
 LX5492  NAD 27      -  41 21 49.44700(N)    072 11 27.14900(W) AD(       ) 2
 LX5492
 LX5492.Superseded values are not recommended for survey control.
 LX5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5492.See file dsdata.txt to determine how the superseded data were derived.
 LX5492
 LX5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3500082956(NAD 83)
 LX5492_MARKER: DS = TRIANGULATION STATION DISK
 LX5492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5492+STABILITY: SURFACE MOTION
 LX5492
 LX5492  HISTORY     - Date     Condition        Report By
 LX5492  HISTORY     - 1934     MONUMENTED       CGS
 LX5492  HISTORY     - 1968     MARK NOT FOUND   CGS
 LX5492
 LX5492                          STATION DESCRIPTION
 LX5492
 LX5492'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5492'THE STATION IS LOCATED ON THE E SIDE OF THE NIANTIC RIVER AND ON
 LX5492'WHAT IS KNOWN AS AVERY POINT.  IT IS MARKED BY A STANDARD DISC
 LX5492'SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST SET FLUSH
 LX5492'WITH THE GROUND AND IS 21 METERS E AND 3.1 METERS N OF THE HIGH
 LX5492'WATER LINE.  BACK OF THE STATION IS A STEEP BANK ABOUT 15 FEET
 LX5492'HIGH.
 LX5492'
 LX5492'SURFACE, UNDERGROUND AND REFERENCE MARKS NO.1 AND NO.2 ARE
 LX5492'STANDARD BRONZE DISCS SET IN CONCRETE.
 LX5492'
 LX5492'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN THE
 LX5492'TOPS OF CONCRETE POSTS, 12 BY 12 BY 30-INCH, NE AND E OF THE
 LX5492'STATION RESPECTIVELY.
 LX5492'
 LX5492'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5492
 LX5492                          STATION RECOVERY (1968)
 LX5492
 LX5492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5492'LOST.  THE STATION AND RM1 WERE NOT FOUND.  RM2 WAS FOUND IN A
 LX5492'CONCRETE POST LYING ON THE BEACH.  A CONCRETE POST CONTAINING THE
 LX5492'IMPRESSION OF A DISK WAS FOUND LYING ON THE BEACH IN THE PROXIMITY
 LX5492'OF THE STATION.  THE STATION SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5321 ***********************************************************************
 LX5321  DESIGNATION -  AVERY POINT LIGHT
 LX5321  PID         -  LX5321
 LX5321  STATE/COUNTY-  CT/NEW LONDON
 LX5321  USGS QUAD   -  NEW LONDON (1984)
 LX5321
 LX5321                         *CURRENT SURVEY CONTROL
 LX5321  ___________________________________________________________________
 LX5321* NAD 83(1996)-  41 18 54.91391(N)    072 03 48.96079(W)     ADJUSTED  
 LX5321* NAVD 88     -                                                        
 LX5321  ___________________________________________________________________
 LX5321  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LX5321  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX5321
 LX5321  HORZ ORDER  -  THIRD
 LX5321
 LX5321.The horizontal coordinates were established by classical geodetic methods
 LX5321.and adjusted by the National Geodetic Survey in August 1998..
 LX5321
 LX5321
 LX5321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5321
 LX5321.The geoid height was determined by GEOID03.
 LX5321
 LX5321;                    North         East     Units Scale Factor Converg.
 LX5321;SPC CT       -   206,149.386   362,273.783   MT  0.99999037   +0 27 18.4
 LX5321;SPC CT       -   676,341.78  1,188,559.90   sFT  0.99999037   +0 27 18.4
 LX5321;UTM  18      - 4,577,914.312   745,789.287   MT  1.00034355   +1 56 22.5
 LX5321;UTM  19      - 4,578,282.750   243,562.201   MT  1.00040938   -2 01 25.3
 LX5321
 LX5321                          SUPERSEDED SURVEY CONTROL
 LX5321
 LX5321  NAD 83(1992)-  41 18 54.91284(N)    072 03 48.95987(W) AD(       ) 4
 LX5321  NAD 83(1986)-  41 18 54.91303(N)    072 03 48.96514(W) AD(       ) 4
 LX5321  NAD 27      -  41 18 54.56000(N)    072 03 50.69500(W) AD(       ) 3
 LX5321
 LX5321.Superseded values are not recommended for survey control.
 LX5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5321.See file dsdata.txt to determine how the superseded data were derived.
 LX5321
 LX5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4578977914(NAD 83)
 LX5321_MARKER: 14 = NAVIGATION LIGHT
 LX5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5321+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 LX5321
 LX5321  HISTORY     - Date     Condition        Report By
 LX5321  HISTORY     - 1954     FIRST OBSERVED   CGS
 LX5321  HISTORY     - 1966     GOOD             CGS
 LX5321  HISTORY     - 1984     GOOD             USPSQD
 LX5321  HISTORY     - 20011003 GOOD             USPSQD
 LX5321  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 LX5321
 LX5321                          STATION DESCRIPTION
 LX5321
 LX5321'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5321'THE STATION IS ON THE E SIDE OF THE ENTRANCE TO NEW LONDON HARBOR,
 LX5321'ON THE SE END OF AVERY POINT.  IT IS A GRAY OCTAGONAL-SHAPED
 LX5321'CONCRETE STRUCTURE, 55 FT. HIGH.  THE POINT SIGHTED ON IS THE
 LX5321'APEX OF THE ROOF ABOVE THE LIGHT.
 LX5321'
 LX5321'THIS IS AN INTERSECTION STATION.
 LX5321
 LX5321                          STATION RECOVERY (1966)
 LX5321
 LX5321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5321'RECOVERED AS DESCRIBED.
 LX5321'
 LX5321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5321'AT AVERY POINT ONE MILE SOUTHWEST OF TRUMBULL AIRPORT.
 LX5321
 LX5321                          STATION RECOVERY (1984)
 LX5321
 LX5321'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5321'AVERY POINT LIGHT RECOVERED GOOD RECOVERED AS DESCRIBED.
 LX5321
 LX5321                          STATION RECOVERY (2001)
 LX5321
 LX5321'RECOVERY NOTE BY US POWER SQUADRON 2001 (BWR)
 LX5321'FOUND IN GOOD CONDITION
 LX5321
 LX5321                          STATION RECOVERY (2002)
 LX5321
 LX5321'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX5321'THE CUPOLA OF THIS LIGHT HAS BEEN REMOVED FOR REPAIRS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6482 ***********************************************************************
 LX6482  DESIGNATION -  AVIATION BCN REV WHITE GREEN
 LX6482  PID         -  LX6482
 LX6482  STATE/COUNTY-  CT/NEW HAVEN
 LX6482  USGS QUAD   -  NEW HAVEN (1984)
 LX6482
 LX6482                         *CURRENT SURVEY CONTROL
 LX6482  ___________________________________________________________________
 LX6482* NAD 83(1996)-  41 16 29.60127(N)    072 53 23.99368(W)     ADJUSTED  
 LX6482* NAVD 88     -                                                        
 LX6482  ___________________________________________________________________
 LX6482  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LX6482  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6482
 LX6482  HORZ ORDER  -  THIRD
 LX6482
 LX6482.The horizontal coordinates were established by classical geodetic methods
 LX6482.and adjusted by the National Geodetic Survey in August 1998..
 LX6482
 LX6482
 LX6482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6482
 LX6482.The geoid height was determined by GEOID03.
 LX6482
 LX6482;                    North         East     Units Scale Factor Converg.
 LX6482;SPC CT       -   201,447.778   293,070.988   MT  0.99999328   -0 05 34.2
 LX6482;SPC CT       -   660,916.58    961,517.07   sFT  0.99999328   -0 05 34.2
 LX6482;UTM  18      - 4,571,420.196   676,720.326   MT  0.99998436   +1 23 32.2
 LX6482
 LX6482                          SUPERSEDED SURVEY CONTROL
 LX6482
 LX6482  NAD 83(1992)-  41 16 29.60049(N)    072 53 23.99279(W) AD(       ) 4
 LX6482  NAD 83(1986)-  41 16 29.60030(N)    072 53 24.00771(W) AD(       ) 4
 LX6482  NAD 27      -  41 16 29.26000(N)    072 53 25.63000(W) AD(       ) 3
 LX6482
 LX6482.Superseded values are not recommended for survey control.
 LX6482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6482.See file dsdata.txt to determine how the superseded data were derived.
 LX6482
 LX6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7672071420(NAD 83)
 LX6482_MARKER: 21 = AIRPORT BEACON
 LX6482
 LX6482  HISTORY     - Date     Condition        Report By
 LX6482  HISTORY     - 1962     FIRST OBSERVED   CGS
 LX6482  HISTORY     - 1949     GOOD             CGS
 LX6482  HISTORY     - 1962     GOOD             CGS
 LX6482  HISTORY     - 1984     GOOD             USPSQD
 LX6482  HISTORY     - 1989     GOOD             USPSQD
 LX6482  HISTORY     - 19910630 GOOD             NGS
 LX6482
 LX6482                          STATION DESCRIPTION
 LX6482
 LX6482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MBC)
 LX6482'BEACON STILL IN USE AND POSITION UNCHANGED.
 LX6482
 LX6482                          STATION RECOVERY (1962)
 LX6482
 LX6482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6482'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A
 LX6482'NEW DESCRIPTION FOLLOWS--
 LX6482'
 LX6482'TO REACH THE STATION FROM THE TWEED NEW HAVEN AIRPORT TERMINAL
 LX6482'BUILDING, IN EAST HAVEN, GO NORTHEAST ON BURR STREET FOR FOUR
 LX6482'BLOCKS TO THE INTERSECTION OF DODGE STREET ON THE RIGHT.  CONTINUE
 LX6482'NORTHERLY ON BURR STREET FOR ONE BLOCK TO A SIDE ROAD ON THE
 LX6482'LEFT.  TURN LEFT AND FOLLOW THIS ROAD WESTERLY ALONG THE
 LX6482'HILLSIDE TO THE TOP OF THE HILL AND THE STATION.
 LX6482'
 LX6482'THE STATION IS THE CENTER OF THE SHAFT OF A REVOLVING GREEN
 LX6482'AND WHITE BEACON, MOUNTED ATOP A SKELETON STEEL TOWER, THE
 LX6482'BASES OF THE FOUR LEGS ARE CONCRETE.
 LX6482
 LX6482                          STATION RECOVERY (1984)
 LX6482
 LX6482'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6482'STATION RECOVERED EXCELLENT.  THE BEACON APPEARS TO BE THE SAME AS
 LX6482'MENTIONED IN THE DESCRIPTION - THE BEACON HAS A GREEN AND WHITE
 LX6482'ROTATING LENS.
 LX6482
 LX6482                          STATION RECOVERY (1989)
 LX6482
 LX6482'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHM)
 LX6482'RECOVERED IN GOOD CONDITION.
 LX6482
 LX6482                          STATION RECOVERY (1991)
 LX6482
 LX6482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LX6482'THIS STATION IS THE CENTER OF THE SHAFT OF A ROTATING GREEN AND WHITE
 LX6482'BEACON ATOP A SKELETON STEEL TOWER, THE BASES OF THE FOUR LEGS ARE SET
 LX6482'IN CONCRETE.  TO REACH FROM THE AIRPORT, GO NORTH ON BURR STREET TO A
 LX6482'POINT ONE BLOCK NORTH OF DODGE STREET, TURN LEFT ON A SMALL TRAIL AND
 LX6482'FOLLOW TRAIL TO AN ABANDONED HOUSE ATOP HILL.  THE BEACON IS ABOUT 200
 LX6482'FT (61.0 M) NORTHEAST OF OLD HOUSE.  THE BEACON IS NOT ON THE HIGHEST
 LX6482'GROUND.  NOTE--THIS BEACON HAS BEEN DECOMMISSIONED BUT WAS STILL IN
 LX6482'PLACE AS OF JULY 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7267 ***********************************************************************
 LX7267  DESIGNATION -  AVON
 LX7267  PID         -  LX7267
 LX7267  STATE/COUNTY-  CT/HARTFORD
 LX7267  USGS QUAD   -  AVON (1984)
 LX7267
 LX7267                         *CURRENT SURVEY CONTROL
 LX7267  ___________________________________________________________________
 LX7267* NAD 83(1996)-  41 47 01.71596(N)    072 52 09.10899(W)     ADJUSTED  
 LX7267* NAVD 88     -       143.3    (meters)     470.     (feet)  VERTCON   
 LX7267  ___________________________________________________________________
 LX7267  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX7267  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX7267
 LX7267  HORZ ORDER  -  FIRST
 LX7267
 LX7267.The horizontal coordinates were established by classical geodetic methods
 LX7267.and adjusted by the National Geodetic Survey in August 1998..
 LX7267
 LX7267.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7267
 LX7267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7267
 LX7267.The geoid height was determined by GEOID03.
 LX7267
 LX7267;                    North         East     Units Scale Factor Converg.
 LX7267;SPC CT       -   257,967.195   294,891.772   MT  0.99999265   -0 04 44.5
 LX7267;SPC CT       -   846,347.37    967,490.76   sFT  0.99999265   -0 04 44.5
 LX7267;SPC MA M     -   837,970.818    86,183.760   MT  0.99999086   -0 55 11.0
 LX7267;SPC MA M     - 2,749,242.59    282,754.55   sFT  0.99999086   -0 55 11.0
 LX7267;UTM  18      - 4,627,967.786   677,068.741   MT  0.99998583   +1 25 12.6
 LX7267
 LX7267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7267!SPC CT       -   0.99998206  x   0.99999265  =   0.99997471
 LX7267!SPC MA M     -   0.99998206  x   0.99999086  =   0.99997292
 LX7267!UTM  18      -   0.99998206  x   0.99998583  =   0.99996789
 LX7267
 LX7267|---------------------------------------------------------------------|
 LX7267| PID    Reference Object                     Distance      Geod. Az  |
 LX7267|                                                           dddmmss.s |
 LX7267| CZ6963 AVON RM 1                            13.669 METERS 03449     |
 LX7267| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX. 7.5 KM 0513026.7 |
 LX7267| CZ6964 AVON RM 2                            18.546 METERS 18712     |
 LX7267| LX7273 UNIONVILLE FARMING WOODS SPIPE      APPROX. 1.6 KM 2144753.8 |
 LX7267| LX7277 TAINE MTN                           APPROX. 5.0 KM 2435232.4 |
 LX7267|---------------------------------------------------------------------|
 LX7267
 LX7267                          SUPERSEDED SURVEY CONTROL
 LX7267
 LX7267  NAD 83(1996)-  41 47 01.71562(N)    072 52 09.10910(W) AD(       ) 1
 LX7267  NAD 83(1992)-  41 47 01.71596(N)    072 52 09.10945(W) AD(       ) 1
 LX7267  NAD 83(1992)-  41 47 01.71714(N)    072 52 09.11054(W) AD(       ) 1
 LX7267  NAD 83(1986)-  41 47 01.71723(N)    072 52 09.11087(W) AD(       ) 1
 LX7267  NAD 27      -  41 47 01.35779(N)    072 52 10.75107(W) AD(       ) 1
 LX7267  NGVD 29 (07/19/86)  143.6    (m)          471.     (f) VERT ANG       
 LX7267
 LX7267.Superseded values are not recommended for survey control.
 LX7267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7267.See file dsdata.txt to determine how the superseded data were derived.
 LX7267
 LX7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7706927968(NAD 83)
 LX7267_MARKER: DS = TRIANGULATION STATION DISK
 LX7267_SETTING: 66 = SET IN ROCK OUTCROP
 LX7267_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7267+STABILITY: POSITION/ELEVATION WELL
 LX7267
 LX7267  HISTORY     - Date     Condition        Report By
 LX7267  HISTORY     - 1980     MONUMENTED       NGS
 LX7267
 LX7267                          STATION DESCRIPTION
 LX7267
 LX7267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7267'THE STATION IS LOCATED 3.6 KM (2-1/4 MI) SOUTH OF THE
 LX7267'JUNCTION OF U.S. HIGHWAYS 44, 202 AND STATE HIGHWAY
 LX7267'167, 0.8 KM (1/2 MI) SOUTHWEST OF WEST AVON, 0.4 KM
 LX7267'(1/4 MI) WEST OF HIGHWAY 167, IN THE FENCED COMPOUND OF A
 LX7267'STANDPIPE.  KEY TO LOCKED GATE OBTAINED FROM AVON WATER COMPANY.
 LX7267'OWNERSHIP--AVON WATER COMPANY, MR. ERNIE TARCA-SECRETARY,
 LX7267'176 WEST MAIN STREET, PO BOX 424,
 LX7267'AVON, CT 06001, PHONE 203-678-0001.
 LX7267'
 LX7267'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 44, 202
 LX7267'AND STATE HIGHWAY 167 3.2 KM (2 MI) WEST OF AVON, GO SOUTH
 LX7267'ON HIGHWAY 167 FOR 3.2 KM
 LX7267'(2.0 MI) TO A CROSSROAD AT A TRAFFIC LIGHT.  TURN
 LX7267'RIGHT AND GO WEST ON COUNTRY CLUB ROAD FOR 0.9 KM (0.45 MI) TO A
 LX7267'PAVED ROAD LEFT.   TURN LEFT AND GO SOUTH ON WOODHAVEN DRIVE FOR
 LX7267'0.4 KM (0.2 MI) TO ROCKLEDGE DRIVE ON THE LEFT.  CONTINUE SOUTH
 LX7267'AND WEST ON WOODHAVEN DRIVE FOR 0.2 KM (0.1 MI) TO A PAVED ROAD
 LX7267'LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.2 KM (0.1
 LX7267'MI) TO THE END OF PAVEMENT AND A TURNAROUND.  GO EAST AND
 LX7267'NORTHEAST UPHILL ON A TRACK ROAD FOR 0.2 KM (0.1 MI) TO A
 LX7267'LOCKED GATE.  PASS THRU GATE AND CONTINUE UPHILL FOR 40 METERS
 LX7267'TO A STANDPIPE AND THE STATION.
 LX7267'
 LX7267'THE STATION IS A STANDARD NGS DISK
 LX7267'STAMPED---AVON 1980---,
 LX7267'SET INTO ROCK OUTCROP 25 CM BELOW THE GROUND.
 LX7267'IT IS LOCATED
 LX7267'28.6 METERS (93.8 FT) EAST FROM THE NORTHEAST CORNER
 LX7267'OF A PARTLY SUBMERGED WELLHOUSE.
 LX7267'5.6 METERS (18.4 FT) SOUTHEAST FROM THE MANHOLE COVER OF THE
 LX7267'STANDPIPE AND
 LX7267'4.5 METERS (14.8 FT) WEST FROM A CHAINLINK FENCE.
 LX7267'
 LX7267'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 LX7267'STAMPED---AVON NO 1 1980---,
 LX7267'SET INTO ROCK OUTCROP FLUSH WITH GROUND.
 LX7267'IT IS LOCATED
 LX7267'6.4 METERS (21.0 FT) SOUTH FROM A CHAINLINK FENCE CORNER
 LX7267'(NORTHEAST),
 LX7267'2.2 METERS (7.2 FT) NORTHEAST FROM THE STANDPIPE AND
 LX7267'0.5 METERS (1.6 FT) WEST FROM THE CHAINLINK FENCE.
 LX7267'MARK IS ABOVE STATION 1 METERS.
 LX7267'
 LX7267'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 LX7267'STAMPED---AVON NO 2 1980---,
 LX7267'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7267'24.1 METERS (79.1 FT) SOUTHEAST FROM A MANHOLE COVER ON THE
 LX7267'STANDPIPE,
 LX7267'4.8 METERS (15.7 FT) NORTH FROM A CHAINLINK FENCE CORNER
 LX7267'(SOUTHEAST), AND
 LX7267'0.9 METERS (3.0 FT) WEST FROM THE CHAINLINK FENCE.
 LX7267'MARK IS BELOW STATION 1 METERS.
 LX7267'
 LX7267'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23 METERS.
 LX7267'
 LX7267'DESCRIBED BY W.R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7253 ***********************************************************************
 LX7253  DESIGNATION -  AVON RAD STA WTIC E TOWER
 LX7253  PID         -  LX7253
 LX7253  STATE/COUNTY-  CT/HARTFORD
 LX7253  USGS QUAD   -  AVON (1984)
 LX7253
 LX7253                         *CURRENT SURVEY CONTROL
 LX7253  ___________________________________________________________________
 LX7253* NAD 83(1996)-  41 46 34.92212(N)    072 48 15.76126(W)     ADJUSTED  
 LX7253* NAVD 88     -                                                        
 LX7253  ___________________________________________________________________
 LX7253  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX7253  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX7253
 LX7253  HORZ ORDER  -  THIRD
 LX7253
 LX7253.The horizontal coordinates were established by classical geodetic methods
 LX7253.and adjusted by the National Geodetic Survey in August 1998..
 LX7253
 LX7253
 LX7253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7253
 LX7253.The geoid height was determined by GEOID03.
 LX7253
 LX7253;                    North         East     Units Scale Factor Converg.
 LX7253;SPC CT       -   257,135.133   300,279.636   MT  0.99999209   -0 02 09.8
 LX7253;SPC CT       -   843,617.52    985,167.44   sFT  0.99999209   -0 02 09.8
 LX7253;UTM  18      - 4,627,276.969   682,476.560   MT  1.00000976   +1 27 47.5
 LX7253
 LX7253                          SUPERSEDED SURVEY CONTROL
 LX7253
 LX7253  NAD 83(1996)-  41 46 34.92175(N)    072 48 15.76138(W) AD(       ) 4
 LX7253  NAD 83(1992)-  41 46 34.92200(N)    072 48 15.76170(W) AD(       ) 4
 LX7253  NAD 83(1992)-  41 46 34.92328(N)    072 48 15.76278(W) AD(       ) 4
 LX7253  NAD 83(1986)-  41 46 34.92356(N)    072 48 15.76294(W) AD(       ) 4
 LX7253  NAD 27      -  41 46 34.56132(N)    072 48 17.41074(W) AD(       ) 3
 LX7253
 LX7253.Superseded values are not recommended for survey control.
 LX7253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7253.See file dsdata.txt to determine how the superseded data were derived.
 LX7253
 LX7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8247727277(NAD 83)
 LX7253
 LX7253  HISTORY     - Date     Condition        Report By
 LX7253  HISTORY     - 1936     MONUMENTED       CTGS
 LX7253  HISTORY     - 1948     SEE DESCRIPTION  CTGS
 LX7253
 LX7253                          STATION DESCRIPTION
 LX7253
 LX7253'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX7253'THE EAST RADIO TOWER OF THE TWO TRAVELERS INSURANCE CO. RADIO
 LX7253'TOWERS.  THE TOWER IS ABOUT 160 FEET HIGH, IS PAINTED RED AND WHITE,
 LX7253'AND IS SITUATED ABOUT 3 MILES NORTHEAST OF THE CENTER OF
 LX7253'FARMINGTON, AND ABOUT 6 MILES WEST OF THE CENTER OF HARTFORD.  THE
 LX7253'POINT OBSERVED ON WAS THE CENTER OF THE TOWER AT THE TOP.
 LX7253'
 LX7253'OBSERVED FROM W.T.I.C. AND AMERICAN INDUSTRIAL.
 LX7253
 LX7253                          STATION RECOVERY (1948)
 LX7253
 LX7253'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1948 (JVC)
 LX7253'LETTER OF JAMES V. CESARIO, CHIEF COMPUTER, STATE HIGHWAY
 LX7253'DEPT., P.O. BOX 349, BRANFORD, CONN., DATED MAY 3, 1948--
 LX7253'
 LX7253'WE HAVE BEEN INFORMED BY THE PLANT MANAGER OF RADIO STATION
 LX7253'W.T.I.C. THAT THEIR TOWERS ON AVON MOUNTAIN HAVE BEEN MOVED
 LX7253'WESTERLY ABOUT 500 FEET SINCE 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7254 ***********************************************************************
 LX7254  DESIGNATION -  AVON RAD STA WTIC W TOWER
 LX7254  PID         -  LX7254
 LX7254  STATE/COUNTY-  CT/HARTFORD
 LX7254  USGS QUAD   -  AVON (1984)
 LX7254
 LX7254                         *CURRENT SURVEY CONTROL
 LX7254  ___________________________________________________________________
 LX7254* NAD 83(1996)-  41 46 34.08131(N)    072 48 20.91123(W)     ADJUSTED  
 LX7254* NAVD 88     -                                                        
 LX7254  ___________________________________________________________________
 LX7254  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX7254  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX7254
 LX7254  HORZ ORDER  -  THIRD
 LX7254
 LX7254.The horizontal coordinates were established by classical geodetic methods
 LX7254.and adjusted by the National Geodetic Survey in August 1998..
 LX7254
 LX7254
 LX7254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7254
 LX7254.The geoid height was determined by GEOID03.
 LX7254
 LX7254;                    North         East     Units Scale Factor Converg.
 LX7254;SPC CT       -   257,109.268   300,160.685   MT  0.99999208   -0 02 13.2
 LX7254;SPC CT       -   843,532.66    984,777.18   sFT  0.99999208   -0 02 13.2
 LX7254;UTM  18      - 4,627,248.000   682,358.323   MT  1.00000923   +1 27 44.0
 LX7254
 LX7254                          SUPERSEDED SURVEY CONTROL
 LX7254
 LX7254  NAD 83(1996)-  41 46 34.08094(N)    072 48 20.91135(W) AD(       ) 4
 LX7254  NAD 83(1992)-  41 46 34.08119(N)    072 48 20.91167(W) AD(       ) 4
 LX7254  NAD 83(1992)-  41 46 34.08247(N)    072 48 20.91274(W) AD(       ) 4
 LX7254  NAD 83(1986)-  41 46 34.08275(N)    072 48 20.91291(W) AD(       ) 4
 LX7254  NAD 27      -  41 46 33.71000(N)    072 48 22.54000(W) AD(       ) 3
 LX7254
 LX7254.Superseded values are not recommended for survey control.
 LX7254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7254.See file dsdata.txt to determine how the superseded data were derived.
 LX7254
 LX7254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8235827248(NAD 83)
 LX7254
 LX7254  HISTORY     - Date     Condition        Report By
 LX7254  HISTORY     - 1936     MONUMENTED       CTGS
 LX7254  HISTORY     - 1948     SEE DESCRIPTION  CTGS
 LX7254
 LX7254                          STATION DESCRIPTION
 LX7254
 LX7254'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX7254'THE WEST RADIO TOWER OF THE TWO TRAVELER INSURANCE CO. RADIO
 LX7254'TOWERS.  THE TOWER IS ABOUT 160 FEET HIGH, IS PAINTED RED AND
 LX7254'WHITE, AND IT IS SITUATED ABOUT 3 MILES NORTHEAST OF THE CENTER
 LX7254'OF FARMINGTON, AND ABOUT 6 MILES WEST OF THE CENTER OF
 LX7254'HARTFORD.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOWER
 LX7254'AT THE TOP.
 LX7254'
 LX7254'OBSERVED FROM W.T.I.C. AND AMERICAN INDUSTRIAL.
 LX7254
 LX7254                          STATION RECOVERY (1948)
 LX7254
 LX7254'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1948 (JVC)
 LX7254'LETTER OF JAMES V. CESARIO, CHIEF COMPUTER, STATE HIGHWAY
 LX7254'DEPT., P.O. BOX 349, BRANFORD, CONN., DATED MAY 3, 1948--
 LX7254'
 LX7254'WE HAVE BEEN INFORMED BY THE PLANT MANAGER OF RADIO STATION
 LX7254'W.T.I.C. THAT THEIR TOWERS ON AVON MOUNTAIN HAVE BEEN MOVED
 LX7254'WESTERLY ABOUT 500 FEET SINCE 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7266 ***********************************************************************
 LX7266  DESIGNATION -  AVON WATER CO STANDPIPE
 LX7266  PID         -  LX7266
 LX7266  STATE/COUNTY-  CT/HARTFORD
 LX7266  USGS QUAD   -  AVON (1984)
 LX7266
 LX7266                         *CURRENT SURVEY CONTROL
 LX7266  ___________________________________________________________________
 LX7266* NAD 83(1996)-  41 47 02.04359(N)    072 52 09.05918(W)     ADJUSTED  
 LX7266* NAVD 88     -       144.     (meters)     472.     (feet)  SCALED    
 LX7266  ___________________________________________________________________
 LX7266  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX7266  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX7266
 LX7266  HORZ ORDER  -  THIRD
 LX7266
 LX7266.The horizontal coordinates were established by classical geodetic methods
 LX7266.and adjusted by the National Geodetic Survey in August 1998..
 LX7266
 LX7266.The orthometric height was scaled from a topographic map.
 LX7266
 LX7266.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7266
 LX7266.The geoid height was determined by GEOID03.
 LX7266
 LX7266;                    North         East     Units Scale Factor Converg.
 LX7266;SPC CT       -   257,977.302   294,892.936   MT  0.99999266   -0 04 44.5
 LX7266;SPC CT       -   846,380.53    967,494.57   sFT  0.99999266   -0 04 44.5
 LX7266;SPC MA M     -   837,980.906    86,185.073   MT  0.99999084   -0 55 11.0
 LX7266;SPC MA M     - 2,749,275.69    282,758.86   sFT  0.99999084   -0 55 11.0
 LX7266;UTM  18      - 4,627,977.919   677,069.640   MT  0.99998584   +1 25 12.6
 LX7266
 LX7266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7266!SPC CT       -   0.99998200  x   0.99999266  =   0.99997466
 LX7266!SPC MA M     -   0.99998200  x   0.99999084  =   0.99997284
 LX7266!UTM  18      -   0.99998200  x   0.99998584  =   0.99996784
 LX7266
 LX7266                          SUPERSEDED SURVEY CONTROL
 LX7266
 LX7266  NAD 83(1996)-  41 47 02.04326(N)    072 52 09.05929(W) AD(       ) 4
 LX7266  NAD 83(1992)-  41 47 02.04359(N)    072 52 09.05963(W) AD(       ) 4
 LX7266  NAD 83(1992)-  41 47 02.04478(N)    072 52 09.06073(W) AD(       ) 4
 LX7266  NAD 83(1986)-  41 47 02.04484(N)    072 52 09.06073(W) AD(       ) 4
 LX7266  NAD 27      -  41 47 01.68533(N)    072 52 10.70089(W) AD(       ) 3
 LX7266
 LX7266.Superseded values are not recommended for survey control.
 LX7266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7266.See file dsdata.txt to determine how the superseded data were derived.
 LX7266
 LX7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7707027978(NAD 83)
 LX7266_MARKER: 52 = STANDPIPE TANK
 LX7266
 LX7266  HISTORY     - Date     Condition        Report By
 LX7266  HISTORY     - 1980     FIRST OBSERVED   NGS
 LX7266
 LX7266                          STATION DESCRIPTION
 LX7266
 LX7266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7266'THE STATION, AVON WATER COMPANY STANDPIPE, IS A BALL TOP CENTER OF
 LX7266'A CYLINDRICAL GROUND TANK, PAINTED GRAY AND HAS A HEIGHT OF 19.8
 LX7266'METERS (65 FEET).
 LX7266'
 LX7266'THE STATION IS LOCATED ABOUT 2 KM (1-1/4 MI) NORTHEAST OF
 LX7266'UNIONVILLE, 0.8 KM (1/2 MI) SOUTHWEST OF WEST AVON, 0.4 KM (1/4
 LX7266'MI) WEST OF STATE HIGHWAY 167, 0.4 KM (1/4 MI) SOUTH OF COUNTRY
 LX7266'CLUB ROAD, AND ON A LOW HILL SURROUNDED BY HOUSES.
 LX7266'OWNERSHIP--AVON WATER COMPANY, MR ERNIE TARCA-SECRETARY,
 LX7266'176 WEST MAIN AVON, FARMINGTON, CT 06001, PHONE 203-678-0001.
 LX7266'
 LX7266'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7263 ***********************************************************************
 LX7263  DESIGNATION -  AVON WFSB TV TOWER
 LX7263  PID         -  LX7263
 LX7263  STATE/COUNTY-  CT/HARTFORD
 LX7263  USGS QUAD   -  AVON (1984)
 LX7263
 LX7263                         *CURRENT SURVEY CONTROL
 LX7263  ___________________________________________________________________
 LX7263* NAD 83(1996)-  41 46 30.01427(N)    072 48 18.55684(W)     ADJUSTED  
 LX7263* NAVD 88     -                                                        
 LX7263  ___________________________________________________________________
 LX7263  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LX7263  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX7263
 LX7263  HORZ ORDER  -  THIRD
 LX7263
 LX7263.The horizontal coordinates were established by classical geodetic methods
 LX7263.and adjusted by the National Geodetic Survey in August 1998..
 LX7263
 LX7263
 LX7263.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7263
 LX7263.The geoid height was determined by GEOID03.
 LX7263
 LX7263;                    North         East     Units Scale Factor Converg.
 LX7263;SPC CT       -   256,983.755   300,214.978   MT  0.99999199   -0 02 11.7
 LX7263;SPC CT       -   843,120.87    984,955.31   sFT  0.99999199   -0 02 11.7
 LX7263;SPC MA M     -   836,909.407    91,491.964   MT  0.99999198   -0 52 36.2
 LX7263;SPC MA M     - 2,745,760.28    300,169.89   sFT  0.99999198   -0 52 36.2
 LX7263;UTM  18      - 4,627,123.949   682,415.882   MT  1.00000949   +1 27 45.4
 LX7263
 LX7263                          SUPERSEDED SURVEY CONTROL
 LX7263
 LX7263  NAD 83(1996)-  41 46 30.01390(N)    072 48 18.55694(W) AD(       ) 4
 LX7263  NAD 83(1992)-  41 46 30.01419(N)    072 48 18.55730(W) AD(       ) 4
 LX7263  NAD 83(1992)-  41 46 30.01542(N)    072 48 18.55835(W) AD(       ) 4
 LX7263  NAD 83(1986)-  41 46 30.01565(N)    072 48 18.55848(W) AD(       ) 4
 LX7263  NAD 27      -  41 46 29.65455(N)    072 48 20.20789(W) AD(       ) 3
 LX7263
 LX7263.Superseded values are not recommended for survey control.
 LX7263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7263.See file dsdata.txt to determine how the superseded data were derived.
 LX7263
 LX7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8241627124(NAD 83)
 LX7263_MARKER: 43 = RADIO/TV TOWER
 LX7263
 LX7263  HISTORY     - Date     Condition        Report By
 LX7263  HISTORY     - 1980     FIRST OBSERVED   NGS
 LX7263
 LX7263                          STATION DESCRIPTION
 LX7263
 LX7263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7263'THE STATION, AVON WFSB TELEVISION STATION CHANNEL 3 TOWER,
 LX7263'IS A LIGHT
 LX7263'ATOP CENTER OF A THREE LEGGED SKELETON STEEL TOWER, PAINTED
 LX7263'WITH ALTERNATE BANDS OF RED AND WHITE, AND AN OVERALL HEIGHT OF
 LX7263'165 METERS (542 FEET).
 LX7263'
 LX7263'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) EAST-SOUTHEAST OF
 LX7263'AVON, 3.2 KM (2 MI) WEST-NORTHWEST OF WEST HARTFORD,
 LX7263'1.2 KM (3/4 MI) EAST OF U.S. HIGHWAY 202 AND STATE HIGHWAY 20,
 LX7263'AND 79 METERS (260 FEET) WEST OF DEERCLIFF ROAD.
 LX7263'OWNERSHIP--POST-NEWSWEEK STATIONS CT INC, 3 CONSTITUTION PLAZA,
 LX7263'HARTFORD, CT, PHONE 203-525-0801.
 LX7263'
 LX7263'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3457 ***********************************************************************
 LW3457  DESIGNATION -  AYER
 LW3457  PID         -  LW3457
 LW3457  STATE/COUNTY-  CT/NEW LONDON
 LW3457  USGS QUAD   -  OLD MYSTIC (1983)
 LW3457
 LW3457                         *CURRENT SURVEY CONTROL
 LW3457  ___________________________________________________________________
 LW3457* NAD 83(1996)-  41 29 01.39703(N)    071 57 57.40831(W)     ADJUSTED  
 LW3457* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 LW3457  ___________________________________________________________________
 LW3457  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LW3457  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW3457
 LW3457  HORZ ORDER  -  SECOND
 LW3457
 LW3457.The horizontal coordinates were established by classical geodetic methods
 LW3457.and adjusted by the National Geodetic Survey in August 1998..
 LW3457
 LW3457.The orthometric height was scaled from a topographic map.
 LW3457
 LW3457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3457
 LW3457.The geoid height was determined by GEOID03.
 LW3457
 LW3457;                    North         East     Units Scale Factor Converg.
 LW3457;SPC CT       -   224,928.209   370,280.465   MT  0.99998352   +0 31 11.5
 LW3457;SPC CT       -   737,951.97  1,214,828.49   sFT  0.99998352   +0 31 11.5
 LW3457;UTM  19      - 4,596,704.475   252,378.154   MT  1.00035465   -1 57 56.4
 LW3457;UTM  18      - 4,596,901.893   753,308.592   MT  1.00038972   +2 00 39.0
 LW3457
 LW3457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3457!SPC CT       -   0.99998693  x   0.99998352  =   0.99997045
 LW3457!UTM  19      -   0.99998693  x   1.00035465  =   1.00034158
 LW3457!UTM  18      -   0.99998693  x   1.00038972  =   1.00037665
 LW3457
 LW3457|---------------------------------------------------------------------|
 LW3457| PID    Reference Object                     Distance      Geod. Az  |
 LW3457|                                                           dddmmss.s |
 LW3457| CB7059 AYER RM 1                            17.084 METERS 01436     |
 LW3457| CB7060 AYER RM 2                            19.020 METERS 13305     |
 LW3457| LX5139 ALLING                              APPROX. 3.9 KM 2293526.0 |
 LW3457| CB7061 AYER RM 3                            10.378 METERS 25348     |
 LW3457|---------------------------------------------------------------------|
 LW3457
 LW3457                          SUPERSEDED SURVEY CONTROL
 LW3457
 LW3457  NAD 83(1992)-  41 29 01.39601(N)    071 57 57.40750(W) AD(       ) 2
 LW3457  NAD 83(1986)-  41 29 01.39577(N)    071 57 57.40975(W) AD(       ) 2
 LW3457  NAD 27      -  41 29 01.04015(N)    071 57 59.14072(W) AD(       ) 2
 LW3457
 LW3457.Superseded values are not recommended for survey control.
 LW3457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3457.See file dsdata.txt to determine how the superseded data were derived.
 LW3457
 LW3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5237896704(NAD 83)
 LW3457_MARKER: DS = TRIANGULATION STATION DISK
 LW3457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3457_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3457+STABILITY: SURFACE MOTION
 LW3457
 LW3457  HISTORY     - Date     Condition        Report By
 LW3457  HISTORY     - 1940     MONUMENTED       CTGS
 LW3457  HISTORY     - 1971     GOOD             CTGS
 LW3457  HISTORY     - 1985     GOOD             USPSQD
 LW3457
 LW3457                          STATION DESCRIPTION
 LW3457
 LW3457'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LW3457'STATION IS SITUATED 1/3 MILE W OF THE SUMMIT OF AYER HILL, AND
 LW3457'1/2 MILE WSW OF THE CORNER OF THE TOWNS OF PRESTON, LEDYARD, AND
 LW3457'NO. STONINGTON, IN THE TOWN OF LEDYARD.  THE STATION IS ON THE
 LW3457'PROPERTY OF J. PENDLETON, 55 FEET W OF N-S STONE WALL (MARKING
 LW3457'LAFAYETTE MAINS PROPERTY).
 LW3457'
 LW3457'SURFACE MARK IS A STANDARD DISK STAMPED AYER-1940 SET IN A
 LW3457'6-INCH SQUARE CONCRETE POST, THE TOP FLUSH WITH THE GROUND.
 LW3457'
 LW3457'THE UNDERGROUND MARK IS A STANDARD DISK STAMPED AYER-1940 SET
 LW3457'IN 3 INCHES OF IRREGULAR CONCRETE DIRECTLY UNDER THE STATION MARK.
 LW3457'
 LW3457'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED AYER 1940 NO.1
 LW3457'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 5 BY 3 FEET AND 1-1/2
 LW3457'FEET HIGH AMONG 5-FOOT SUMAC TREES, 56.05 FEET N OF THE STATION.
 LW3457'
 LW3457'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED AYER 1940 NO.2
 LW3457'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 20 FEET IN DIAMETER
 LW3457'62.40 FEET SE OF STATION.
 LW3457'
 LW3457'REFERENCE MARK NO.3 IS A STANDARD DISK STAMPED AYER-1940 NO.3
 LW3457'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, 34.05 FEET W OF STATION.
 LW3457'
 LW3457'TO REACH FROM THE INTERSECTION OF HIGHWAYS 164 AND 2 IN
 LW3457'PRESTON, GO E ON HIGHWAY 2 FOR 0.75 MILE TO PENDLETONS HOMESTEAD
 LW3457'ON LEFT (N).  TURN LEFT INTO DRIVE AND TAKE FARM ROAD (BEHIND
 LW3457'1ST BARN) RUNNING PARALLEL WITH HIGHWAY 2 ESE 200 FEET, THEN
 LW3457'TURN LEFT (N) UPHILL 200 FEET PASSING A SMALL HOUSE ON
 LW3457'RIGHT.  FOLLOW STONE WALL WHICH RUNS NE FROM SAID HOUSE 150 FEET
 LW3457'TO FIRST OPENING IN WALL.  TURN RIGHT INTO WOODS ROAD AND
 LW3457'CONTINUE ESE UP SLIGHT GRADE FOR ABOUT 800 FEET TO NE-SW WALL.
 LW3457'PARK TRUCK HERE AND CONTINUE NE ALONG WALL 250 FEET TO STATION.
 LW3457'
 LW3457'HEIGHT OF LIGHT ABOVE STATION MARK 24.3 METERS.
 LW3457
 LW3457                          STATION RECOVERY (1971)
 LW3457
 LW3457'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LW3457'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LW3457'REACH THE STATION FROM PRESTON AT THE INTERSECTION OF ROUTE 2
 LW3457'(NORWICH WESTERLY ROAD) AND ROUTE 164, PROCEED SOUTH EAST ON
 LW3457'ROUTE 2 FOR 0.75 MILE TO A 1-1/2 STORY FRAME HOUSE OWNED BY
 LW3457'N. DAQUILAS, FOLLOW THE STONEWALL THAT IS ABOUT 300 FEET SOUTH
 LW3457'OF THE BARN, EAST FOR 5 MINUTES WALKING TIME TO ANOTHER
 LW3457'STONEWALL, THEN GO SOUTH FOR 6 MINUTES TO A 90 DEG IN THE
 LW3457'STONEWALL.  THE STATION IS ABOUT 400 FEET SOUTHWEST OF 36 INCH
 LW3457'PINE AND 80 FEET EAST OF ANOTHER STONEWALL SHOWN IN SKETCH.
 LW3457
 LW3457                          STATION RECOVERY (1985)
 LW3457
 LW3457'RECOVERY NOTE BY US POWER SQUADRON 1985 (BWR)
 LW3457'AYER 1940 FOUND GOOD.
 LW3457'AYER RM NO. 1 1940 FOUND GOOD.
 LW3457'AYER RM NO. 2 1940 FOUND GOOD.
 LW3457'AYER RM NO. 3 1940 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0622 ***********************************************************************
 LX0622  DESIGNATION -  B
 LX0622  PID         -  LX0622
 LX0622  STATE/COUNTY-  CT/LITCHFIELD
 LX0622  USGS QUAD   -  LITCHFIELD (1984)
 LX0622
 LX0622                         *CURRENT SURVEY CONTROL
 LX0622  ___________________________________________________________________
 LX0622* NAD 83(1986)-  41 40 41.     (N)    073 14 34.     (W)     SCALED    
 LX0622* NAVD 88     -       271.190  (meters)     889.73   (feet)  POSTED    
 LX0622  ___________________________________________________________________
 LX0622  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX0622  DYNAMIC HT  -         271.100 (meters)     889.43  (feet)  COMP
 LX0622  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LX0622
 LX0622  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0622
 LX0622.The horizontal coordinates were scaled from a topographic map and have
 LX0622.an estimated accuracy of +/- 6 seconds.
 LX0622
 LX0622.The orthometric height was determined by differential leveling
 LX0622.and adjusted by the National Geodetic Survey in 1992..
 LX0622.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0622.rate of 0.0 thru 1.0 mm/km.
 LX0622
 LX0622.The geoid height was determined by GEOID03.
 LX0622
 LX0622.The dynamic height is computed by dividing the NAVD 88
 LX0622.geopotential number by the normal gravity value computed on the
 LX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0622.degrees latitude (g = 980.6199 gals.).
 LX0622
 LX0622.The modeled gravity was interpolated from observed gravity values.
 LX0622
 LX0622;                    North         East    Units  Estimated Accuracy
 LX0622;SPC CT       -   246,330.      263,770.      MT  (+/- 180 meters Scaled)
 LX0622
 LX0622                          SUPERSEDED SURVEY CONTROL
 LX0622
 LX0622.No superseded survey control is available for this station.
 LX0622
 LX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM462155(NAD 83)
 LX0622_MARKER: DD = SURVEY DISK
 LX0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0622_SP_SET: CONCRETE DAM
 LX0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0622
 LX0622  HISTORY     - Date     Condition        Report By
 LX0622  HISTORY     - UNK      MONUMENTED       CU
 LX0622  HISTORY     - 1916     GOOD             NGS
 LX0622  HISTORY     - 1934     GOOD             LOCSUR
 LX0622
 LX0622                          STATION DESCRIPTION
 LX0622
 LX0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0622'1.1 MI E FROM MORRIS STATION.
 LX0622'1 1/8 MILES EAST OF MORRIS STATION, LITCHFIELD COUNTY, ABOUT
 LX0622'MIDWAY BETWEEN MORRIS STATION AND MORRIS, ABOUT 0.8 MILE W OF
 LX0622'THE GATEWAY AT THE ENTRANCE TO CAMP COLUMBIA AND WEST OF LAKESIDE,
 LX0622'IN THE WEST END OF THE CONCRETE DAM AT JONES POND.  A CAMP
 LX0622'COLUMBIA STANDARD DISK.  NOTE-- ALSO ABOUT 2.3 MILES W OF MORRIS
 LX0622'(AT OLD WHITE CHURCH), ABOUT 0.8 MILE E OF A RIGHT ANGLE TURN IN
 LX0622'THE ROAD, THE POND IS SOUTH OF AND CLOSE TO THE ROAD.
 LX0622
 LX0622                          STATION RECOVERY (1934)
 LX0622
 LX0622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1151 ***********************************************************************
 LX1151  DESIGNATION -  B 1
 LX1151  PID         -  LX1151
 LX1151  STATE/COUNTY-  CT/FAIRFIELD
 LX1151  USGS QUAD   -  GLENVILLE (1971)
 LX1151
 LX1151                         *CURRENT SURVEY CONTROL
 LX1151  ___________________________________________________________________
 LX1151* NAD 83(1986)-  41 01 30.     (N)    073 37 29.     (W)     SCALED    
 LX1151* NAVD 88     -        21.290  (meters)      69.85   (feet)  ADJUSTED  
 LX1151  ___________________________________________________________________
 LX1151  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX1151  DYNAMIC HT  -          21.282 (meters)      69.82  (feet)  COMP
 LX1151  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LX1151
 LX1151  VERT ORDER  -  FIRST     CLASS I
 LX1151
 LX1151.The horizontal coordinates were scaled from a topographic map and have
 LX1151.an estimated accuracy of +/- 6 seconds.
 LX1151
 LX1151.The orthometric height was determined by differential leveling
 LX1151.and adjusted by the National Geodetic Survey in June 1991..
 LX1151
 LX1151.The geoid height was determined by GEOID03.
 LX1151
 LX1151.The dynamic height is computed by dividing the NAVD 88
 LX1151.geopotential number by the normal gravity value computed on the
 LX1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1151.degrees latitude (g = 980.6199 gals.).
 LX1151
 LX1151.The modeled gravity was interpolated from observed gravity values.
 LX1151
 LX1151;                    North         East    Units  Estimated Accuracy
 LX1151;SPC CT       -   174,060.      231,230.      MT  (+/- 180 meters Scaled)
 LX1151
 LX1151                          SUPERSEDED SURVEY CONTROL
 LX1151
 LX1151  NGVD 29 (??/??/92)   21.63   (m)           71.0    (f) COMPUTED    1 1
 LX1151
 LX1151.Superseded values are not recommended for survey control.
 LX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1151.See file dsdata.txt to determine how the superseded data were derived.
 LX1151
 LX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL156424(NAD 83)
 LX1151_MARKER: DB = BENCH MARK DISK
 LX1151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1151_SP_SET: BUILDING WALL
 LX1151_STAMPING: B 1 1922 70.968 FT
 LX1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1151
 LX1151  HISTORY     - Date     Condition        Report By
 LX1151  HISTORY     - 1922     MONUMENTED       CGS
 LX1151  HISTORY     - 1965     GOOD             NGS
 LX1151  HISTORY     - 1983     GOOD             NGS
 LX1151  HISTORY     - 1984     GOOD             USPSQD
 LX1151  HISTORY     - 1989     GOOD             USPSQD
 LX1151  HISTORY     - 1990     GOOD             USPSQD
 LX1151
 LX1151                          STATION DESCRIPTION
 LX1151
 LX1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1151'AT GREENWICH.
 LX1151'AT GREENWICH, AT THE INTERSECTION OF GREENWICH AVENUE AND
 LX1151'HAVEMEYER PLACE, AT THE TOWN HALL, SET VERTICALLY IN THE SOUTH
 LX1151'SANDSTONE WALL AND AT THE SOUTHEAST CORNER OF THE TOWN HALL, 51
 LX1151'YARDS EAST OF THE EAST CURB OF GREENWICH AVENUE, 49 FEET NORTH
 LX1151'OF THE NORTH CURB OF HEVEMEYER PLACE, 1.3 FEET WEST OF THE
 LX1151'SOUTHEAST CORNER OF THE BUILDING, 1.1 FEET ABOVE THE WATER TABLE
 LX1151'AND 7 FEET ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE
 LX1151'REACHED BY GOING 0.45 MILE SOUTH ALONG GREENWICH AVENUE FROM
 LX1151'THE INTERSECTION OF U.S. HIGHWAY 1 AT GREENWICH.
 LX1151
 LX1151                          STATION RECOVERY (1983)
 LX1151
 LX1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1151'RECOVERED IN GOOD CONDITION.
 LX1151
 LX1151                          STATION RECOVERY (1984)
 LX1151
 LX1151'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1151'RECOVERED IN GOOD CONDITION.
 LX1151
 LX1151                          STATION RECOVERY (1989)
 LX1151
 LX1151'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1151'RECOVERED IN GOOD CONDITION.
 LX1151
 LX1151                          STATION RECOVERY (1990)
 LX1151
 LX1151'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1044 ***********************************************************************
 LW1044  DESIGNATION -  B 10
 LW1044  PID         -  LW1044
 LW1044  STATE/COUNTY-  CT/WINDHAM
 LW1044  USGS QUAD   -  PLAINFIELD (1983)
 LW1044
 LW1044                         *CURRENT SURVEY CONTROL
 LW1044  ___________________________________________________________________
 LW1044* NAD 83(1986)-  41 42 38.     (N)    071 53 14.     (W)     SCALED    
 LW1044* NAVD 88     -        68.550  (meters)     224.90   (feet)  ADJUSTED  
 LW1044  ___________________________________________________________________
 LW1044  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1044  DYNAMIC HT  -          68.527 (meters)     224.83  (feet)  COMP
 LW1044  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW1044
 LW1044  VERT ORDER  -  FIRST     CLASS II
 LW1044
 LW1044.The horizontal coordinates were scaled from a topographic map and have
 LW1044.an estimated accuracy of +/- 6 seconds.
 LW1044
 LW1044.The orthometric height was determined by differential leveling
 LW1044.and adjusted by the National Geodetic Survey in June 1991..
 LW1044
 LW1044.The geoid height was determined by GEOID03.
 LW1044
 LW1044.The dynamic height is computed by dividing the NAVD 88
 LW1044.geopotential number by the normal gravity value computed on the
 LW1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1044.degrees latitude (g = 980.6199 gals.).
 LW1044
 LW1044.The modeled gravity was interpolated from observed gravity values.
 LW1044
 LW1044;                    North         East    Units  Estimated Accuracy
 LW1044;SPC CT       -   250,180.      376,600.      MT  (+/- 180 meters Scaled)
 LW1044
 LW1044                          SUPERSEDED SURVEY CONTROL
 LW1044
 LW1044  NGVD 29 (??/??/92)   68.798  (m)          225.71   (f) ADJ UNCH    1 2
 LW1044
 LW1044.Superseded values are not recommended for survey control.
 LW1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1044.See file dsdata.txt to determine how the superseded data were derived.
 LW1044
 LW1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG597216(NAD 83)
 LW1044_MARKER: DB = BENCH MARK DISK
 LW1044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1044_STAMPING: B 10 1923
 LW1044_MARK LOGO: CGS   
 LW1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1044
 LW1044  HISTORY     - Date     Condition        Report By
 LW1044  HISTORY     - 1923     MONUMENTED       CGS
 LW1044  HISTORY     - 1936     GOOD             NGS
 LW1044  HISTORY     - 1984     GOOD             NGS
 LW1044  HISTORY     - 1988     GOOD             USPSQD
 LW1044  HISTORY     - 19900503 GOOD             USPSQD
 LW1044
 LW1044                          STATION DESCRIPTION
 LW1044
 LW1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LW1044'0.5 MI W FROM MOOSUP.
 LW1044'1/2 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LW1044'FROM MOOSUP, WINDHAM COUNTY, ABOUT 300 FEET SOUTHEAST OF A
 LW1044'MACADAM-ROAD CROSSING, AT THE BRIDGE OVER MOOSUP RIVER, AT THE
 LW1044'SECOND PIER FROM THE WEST END OF THE BRIDGE, IN THE TOP OF THE
 LW1044'NORTH END OF THE PIER, 4.5 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 LW1044'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED B 10 1923.
 LW1044
 LW1044                          STATION RECOVERY (1984)
 LW1044
 LW1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1044'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.6 KM (0.4 MI)
 LW1044'SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE HIGHWAY 14
 LW1044'EAST IN CENTRAL VILLAGE, THENCE 1.4 KM (0.9 MI) EAST ALONG EVERGREEN
 LW1044'ROAD, THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG THE ABANDON RAILROAD BED
 LW1044'TO THE MARK ON THE LEFT, IN TOP OF THE NORTHEAST END OF THE FIRST
 LW1044'STONE PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE ABANDON NEW YORK
 LW1044'NEW HAVEN AND HARTFORD RAILROAD BRIDGE OVER THE MOOSUP RIVER,
 LW1044'6.10 METERS (20.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHWEST
 LW1044'ABUTMENT OF THE BRIDGE, 1.21 METERS (4.0 FT) NORTHWEST OF THE
 LW1044'NORTHWEST EDGE OF THE NORTHWEST METAL I-BEAM SUPPORT OF THE BRIDGE,
 LW1044'0.40 METER (1.2 FT) SOUTHEAST OF THE SOUTHEAST END OF THE STONE PIER.
 LW1044'THE MARK IS 0.91 M BELOW TRACKS.
 LW1044
 LW1044                          STATION RECOVERY (1988)
 LW1044
 LW1044'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1044'RECOVERED IN GOOD CONDITION.
 LW1044
 LW1044                          STATION RECOVERY (1990)
 LW1044
 LW1044'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0598 ***********************************************************************
 LX0598  DESIGNATION -  B 11
 LX0598  PID         -  LX0598
 LX0598  STATE/COUNTY-  CT/NEW HAVEN
 LX0598  USGS QUAD   -  MERIDEN (1992)
 LX0598
 LX0598                         *CURRENT SURVEY CONTROL
 LX0598  ___________________________________________________________________
 LX0598* NAD 83(1986)-  41 32 23.     (N)    072 48 57.     (W)     SCALED    
 LX0598* NAVD 88     -        40.672  (meters)     133.44   (feet)  ADJUSTED  
 LX0598  ___________________________________________________________________
 LX0598  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX0598  DYNAMIC HT  -          40.659 (meters)     133.40  (feet)  COMP
 LX0598  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 LX0598
 LX0598  VERT ORDER  -  SECOND    CLASS 0
 LX0598
 LX0598.The horizontal coordinates were scaled from a topographic map and have
 LX0598.an estimated accuracy of +/- 6 seconds.
 LX0598
 LX0598.The orthometric height was determined by differential leveling
 LX0598.and adjusted by the National Geodetic Survey in June 1991..
 LX0598
 LX0598.The geoid height was determined by GEOID03.
 LX0598
 LX0598.The dynamic height is computed by dividing the NAVD 88
 LX0598.geopotential number by the normal gravity value computed on the
 LX0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0598.degrees latitude (g = 980.6199 gals.).
 LX0598
 LX0598.The modeled gravity was interpolated from observed gravity values.
 LX0598
 LX0598;                    North         East    Units  Estimated Accuracy
 LX0598;SPC CT       -   230,850.      299,310.      MT  (+/- 180 meters Scaled)
 LX0598
 LX0598                          SUPERSEDED SURVEY CONTROL
 LX0598
 LX0598  NGVD 29 (??/??/92)   40.960  (m)          134.38   (f) ADJ UNCH    2 0
 LX0598
 LX0598.Superseded values are not recommended for survey control.
 LX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0598.See file dsdata.txt to determine how the superseded data were derived.
 LX0598
 LX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM821009(NAD 83)
 LX0598_MARKER: DB = BENCH MARK DISK
 LX0598_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0598_SP_SET: RETAINING WALL
 LX0598_STAMPING: B 11 1935
 LX0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0598
 LX0598  HISTORY     - Date     Condition        Report By
 LX0598  HISTORY     - 1935     MONUMENTED       CGS
 LX0598  HISTORY     - 1940     MARK NOT FOUND   LOCENG
 LX0598
 LX0598                          STATION DESCRIPTION
 LX0598
 LX0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0598'AT MERIDEN.
 LX0598'AT MERIDEN, NEW HAVEN COUNTY, ON STATE HIGHWAY 14, AT AN OVERPASS
 LX0598'OF THE OLD MERIDEN WATERBURY RAILROAD, IN THE TOP OF THE
 LX0598'EAST END OF THE NORTHEAST RETAINING WALL, 33 FEET NORTH OF THE
 LX0598'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE ROADWAY.
 LX0598'A STANDARD DISK, STAMPED B 11 1935.
 LX0598
 LX0598                          STATION RECOVERY (1940)
 LX0598
 LX0598'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1940
 LX0598'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0215 ***********************************************************************
 LX0215  DESIGNATION -  B 12
 LX0215  PID         -  LX0215
 LX0215  STATE/COUNTY-  CT/NEW LONDON
 LX0215  USGS QUAD   -  UNCASVILLE (1984)
 LX0215
 LX0215                         *CURRENT SURVEY CONTROL
 LX0215  ___________________________________________________________________
 LX0215* NAD 83(1986)-  41 23 23.     (N)    072 06 04.     (W)     SCALED    
 LX0215* NAVD 88     -         1.227  (meters)       4.03   (feet)  ADJUSTED  
 LX0215  ___________________________________________________________________
 LX0215  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX0215  DYNAMIC HT  -           1.226 (meters)       4.02  (feet)  COMP
 LX0215  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX0215
 LX0215  VERT ORDER  -  SECOND    CLASS 0
 LX0215
 LX0215.The horizontal coordinates were scaled from a topographic map and have
 LX0215.an estimated accuracy of +/- 6 seconds.
 LX0215
 LX0215.The orthometric height was determined by differential leveling
 LX0215.and adjusted by the National Geodetic Survey in June 1991..
 LX0215
 LX0215.The geoid height was determined by GEOID03.
 LX0215
 LX0215.The dynamic height is computed by dividing the NAVD 88
 LX0215.geopotential number by the normal gravity value computed on the
 LX0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0215.degrees latitude (g = 980.6199 gals.).
 LX0215
 LX0215.The modeled gravity was interpolated from observed gravity values.
 LX0215
 LX0215;                    North         East    Units  Estimated Accuracy
 LX0215;SPC CT       -   214,400.      359,070.      MT  (+/- 180 meters Scaled)
 LX0215
 LX0215                          SUPERSEDED SURVEY CONTROL
 LX0215
 LX0215  NGVD 29 (??/??/92)    1.518  (m)            4.98   (f) ADJ UNCH    2 0
 LX0215
 LX0215.Superseded values are not recommended for survey control.
 LX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0215.See file dsdata.txt to determine how the superseded data were derived.
 LX0215
 LX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL423860(NAD 83)
 LX0215_MARKER: DB = BENCH MARK DISK
 LX0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0215_SP_SET: CULVERT
 LX0215_STAMPING: B 12 1935
 LX0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0215
 LX0215  HISTORY     - Date     Condition        Report By
 LX0215  HISTORY     - 1935     MONUMENTED       CGS
 LX0215  HISTORY     - 1961     POOR             NGS
 LX0215
 LX0215                          STATION DESCRIPTION
 LX0215
 LX0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LX0215'AT HARRISON.
 LX0215'AT HARRISON, NEW LONDON COUNTY, 800 FEET NORTH OF THE CENTRAL
 LX0215'VERMONT RAILWAY STATION, 0.4 MILE SOUTH OF MILEPOST 3, AT A
 LX0215'4-FOOT CONCRETE BOX CULVERT, IN THE CENTER OF THE TOP OF THE EAST
 LX0215'HEAD WALL, 15 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 LX0215'ABOUT 7 FEET LOWER THAN THE TOP OF THE RAIL.  NOTE-- STAMPING WAS
 LX0215'NOT LEGIBLE DUE TO DAMAGE BY A BLUNT OBJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1300 ***********************************************************************
 LX1300  DESIGNATION -  B 13
 LX1300  PID         -  LX1300
 LX1300  STATE/COUNTY-  CT/FAIRFIELD
 LX1300  USGS QUAD   -  DANBURY (1984)
 LX1300
 LX1300                         *CURRENT SURVEY CONTROL
 LX1300  ___________________________________________________________________
 LX1300* NAD 83(1986)-  41 22 57.     (N)    073 28 31.     (W)     SCALED    
 LX1300* NAVD 88     -       137.261  (meters)     450.33   (feet)  ADJUSTED  
 LX1300  ___________________________________________________________________
 LX1300  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1300  DYNAMIC HT  -         137.215 (meters)     450.18  (feet)  COMP
 LX1300  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX1300
 LX1300  VERT ORDER  -  SECOND    CLASS 0
 LX1300
 LX1300.The horizontal coordinates were scaled from a topographic map and have
 LX1300.an estimated accuracy of +/- 6 seconds.
 LX1300
 LX1300.The orthometric height was determined by differential leveling
 LX1300.and adjusted by the National Geodetic Survey in June 1991..
 LX1300
 LX1300.The geoid height was determined by GEOID03.
 LX1300
 LX1300.The dynamic height is computed by dividing the NAVD 88
 LX1300.geopotential number by the normal gravity value computed on the
 LX1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1300.degrees latitude (g = 980.6199 gals.).
 LX1300
 LX1300.The modeled gravity was interpolated from observed gravity values.
 LX1300
 LX1300;                    North         East    Units  Estimated Accuracy
 LX1300;SPC CT       -   213,640.      244,140.      MT  (+/- 180 meters Scaled)
 LX1300
 LX1300                          SUPERSEDED SURVEY CONTROL
 LX1300
 LX1300  NGVD 29 (??/??/92)  137.53   (m)          451.2    (f) COMPUTED    2 0
 LX1300
 LX1300.Superseded values are not recommended for survey control.
 LX1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1300.See file dsdata.txt to determine how the superseded data were derived.
 LX1300
 LX1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL274823(NAD 83)
 LX1300_MARKER: DB = BENCH MARK DISK
 LX1300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1300_SP_SET: OVERPASS ABUTMENT
 LX1300_STAMPING: B 13 1935
 LX1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1300
 LX1300  HISTORY     - Date     Condition        Report By
 LX1300  HISTORY     - 1935     MONUMENTED       CGS
 LX1300  HISTORY     - 1959     MARK NOT FOUND   NGS
 LX1300  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX1300
 LX1300                          STATION DESCRIPTION
 LX1300
 LX1300'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX1300'2.3 MI W FROM DANBURY.
 LX1300'ABOUT 2.3 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1300'RAILROAD FROM THE STATION AT DANBURY, FAIRFIELD COUNTY, AT A
 LX1300'WATER TOWER, ABOUT 75 FEET WEST OF SIGNAL TOWER E 32.1, ABOUT
 LX1300'45 FEET WEST OF A ROAD CROSSING, AT 20-FOOT STEEL-GIRDER OVERPASS
 LX1300'95.53, IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT, 11 FEET
 LX1300'SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LX1300'A STANDARD DISK, STAMPED B 13 1935.
 LX1300
 LX1300                          STATION RECOVERY (1959)
 LX1300
 LX1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LX1300'MARK NOT FOUND.
 LX1300
 LX1300                          STATION RECOVERY (1983)
 LX1300
 LX1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0052 ***********************************************************************
 LX0052  DESIGNATION -  B 14
 LX0052  PID         -  LX0052
 LX0052  STATE/COUNTY-  CT/TOLLAND
 LX0052  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX0052
 LX0052                         *CURRENT SURVEY CONTROL
 LX0052  ___________________________________________________________________
 LX0052* NAD 83(1986)-  41 54 12.     (N)    072 17 22.     (W)     SCALED    
 LX0052* NAVD 88     -       123.724  (meters)     405.92   (feet)  ADJUSTED  
 LX0052  ___________________________________________________________________
 LX0052  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX0052  DYNAMIC HT  -         123.684 (meters)     405.79  (feet)  COMP
 LX0052  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX0052
 LX0052  VERT ORDER  -  SECOND    CLASS 0
 LX0052
 LX0052.The horizontal coordinates were scaled from a topographic map and have
 LX0052.an estimated accuracy of +/- 6 seconds.
 LX0052
 LX0052.The orthometric height was determined by differential leveling
 LX0052.and adjusted by the National Geodetic Survey in June 1991..
 LX0052
 LX0052.The geoid height was determined by GEOID03.
 LX0052
 LX0052.The dynamic height is computed by dividing the NAVD 88
 LX0052.geopotential number by the normal gravity value computed on the
 LX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0052.degrees latitude (g = 980.6199 gals.).
 LX0052
 LX0052.The modeled gravity was interpolated from observed gravity values.
 LX0052
 LX0052;                    North         East    Units  Estimated Accuracy
 LX0052;SPC CT       -   271,340.      343,020.      MT  (+/- 180 meters Scaled)
 LX0052
 LX0052                          SUPERSEDED SURVEY CONTROL
 LX0052
 LX0052  NGVD 29 (??/??/92)  123.964  (m)          406.71   (f) ADJ UNCH    2 0
 LX0052
 LX0052.Superseded values are not recommended for survey control.
 LX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0052.See file dsdata.txt to determine how the superseded data were derived.
 LX0052
 LX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM248425(NAD 83)
 LX0052_MARKER: DB = BENCH MARK DISK
 LX0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0052_SP_SET: BRIDGE SEAT
 LX0052_STAMPING: B 14 1935
 LX0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0052
 LX0052  HISTORY     - Date     Condition        Report By
 LX0052  HISTORY     - 1935     MONUMENTED       CGS
 LX0052  HISTORY     - 1935     GOOD             USGS
 LX0052  HISTORY     - 1943     MARK NOT FOUND   NGS
 LX0052
 LX0052                          STATION DESCRIPTION
 LX0052
 LX0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0052'1.8 MI N FROM WEST WILLINGTON.
 LX0052'ABOUT 1.8 MILES NORTH ALONG THE CENTRL VERMONT RAILWAY FROM THE
 LX0052'STATION AT WEST WILLINGTON, TOLLAND COUNTY, ABOUT 0.3 MILE SOUTH
 LX0052'OF MILEPOST 46, ABOUT 560 FEET SOUTH OF A DIRT-ROAD CROSSING, AT
 LX0052'30-FOOT SPAN STEEL BRIDGE 45, IN THE EAST SIDE OF THE NORTH
 LX0052'CONCRETE BRIDGE SEAT, 8 FEET EAST OF THE CENTER LINE OF THE
 LX0052'TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 LX0052'STANDARD DISK, STAMPED B 14 1935.
 LX0052
 LX0052                          STATION RECOVERY (1935)
 LX0052
 LX0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935
 LX0052'1.8 MILES NORTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0052'WEST WILLINGTON, TOLLAND COUNTY, 0.3 MILE SOUTH OF MILEPOST 46, 560
 LX0052'FEET SOUTH OF A DIRT-ROAD CROSSING, AT 30-FOOT SPAN STEEL BRIDGE 45,
 LX0052'IN THE EAST SIDE OF THE NORTH CONCRETE BRIDGE SEAT, 8 FEET EAST OF
 LX0052'THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF
 LX0052'THE RAIL.
 LX0052
 LX0052                          STATION RECOVERY (1943)
 LX0052
 LX0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 LX0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0570 ***********************************************************************
 LX0570  DESIGNATION -  B 16
 LX0570  PID         -  LX0570
 LX0570  STATE/COUNTY-  CT/HARTFORD
 LX0570  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX0570
 LX0570                         *CURRENT SURVEY CONTROL
 LX0570  ___________________________________________________________________
 LX0570* NAD 83(1986)-  41 38 27.     (N)    072 44 43.     (W)     SCALED    
 LX0570* NAVD 88     -        12.762  (meters)      41.87   (feet)  ADJUSTED  
 LX0570  ___________________________________________________________________
 LX0570  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX0570  DYNAMIC HT  -          12.758 (meters)      41.86  (feet)  COMP
 LX0570  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 LX0570
 LX0570  VERT ORDER  -  SECOND    CLASS 0
 LX0570
 LX0570.The horizontal coordinates were scaled from a topographic map and have
 LX0570.an estimated accuracy of +/- 6 seconds.
 LX0570
 LX0570.The orthometric height was determined by differential leveling
 LX0570.and adjusted by the National Geodetic Survey in June 1991..
 LX0570
 LX0570.The geoid height was determined by GEOID03.
 LX0570
 LX0570.The dynamic height is computed by dividing the NAVD 88
 LX0570.geopotential number by the normal gravity value computed on the
 LX0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0570.degrees latitude (g = 980.6199 gals.).
 LX0570
 LX0570.The modeled gravity was interpolated from observed gravity values.
 LX0570
 LX0570;                    North         East    Units  Estimated Accuracy
 LX0570;SPC CT       -   242,080.      305,190.      MT  (+/- 180 meters Scaled)
 LX0570
 LX0570                          SUPERSEDED SURVEY CONTROL
 LX0570
 LX0570  NGVD 29 (??/??/92)   13.050  (m)           42.81   (f) ADJ UNCH    2 0
 LX0570
 LX0570.Superseded values are not recommended for survey control.
 LX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0570.See file dsdata.txt to determine how the superseded data were derived.
 LX0570
 LX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM877123(NAD 83)
 LX0570_MARKER: DB = BENCH MARK DISK
 LX0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0570_SP_SET: BRIDGE SEAT
 LX0570_STAMPING: B 16 1935
 LX0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0570
 LX0570  HISTORY     - Date     Condition        Report By
 LX0570  HISTORY     - 1935     MONUMENTED       CGS
 LX0570
 LX0570                          STATION DESCRIPTION
 LX0570
 LX0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0570'1.2 MI E FROM BERLIN.
 LX0570'1.2 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0570'RAILROAD FROM THE STATION AT BERLIN, HARTFORD COUNTY, AT BRIDGE
 LX0570'8.25 OVER A SMALL CREEK, IN THE TOP OF THE SOUTH SIDE OF THE
 LX0570'EAST BRIDGE SEAT, 9 FEET EAST OF THE CENTERLINE OF THE TRACK,
 LX0570'AND ABOUT 4 FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0682 ***********************************************************************
 LX0682  DESIGNATION -  B 17
 LX0682  PID         -  LX0682
 LX0682  STATE/COUNTY-  CT/LITCHFIELD
 LX0682  USGS QUAD   -  KENT (1971)
 LX0682
 LX0682                         *CURRENT SURVEY CONTROL
 LX0682  ___________________________________________________________________
 LX0682* NAD 83(1986)-  41 41 31.     (N)    073 28 52.     (W)     SCALED    
 LX0682* NAVD 88     -       119.187  (meters)     391.03   (feet)  ADJUSTED  
 LX0682  ___________________________________________________________________
 LX0682  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX0682  DYNAMIC HT  -         119.146 (meters)     390.90  (feet)  COMP
 LX0682  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LX0682
 LX0682  VERT ORDER  -  SECOND    CLASS 0
 LX0682
 LX0682.The horizontal coordinates were scaled from a topographic map and have
 LX0682.an estimated accuracy of +/- 6 seconds.
 LX0682
 LX0682.The orthometric height was determined by differential leveling
 LX0682.and adjusted by the National Geodetic Survey in June 1991..
 LX0682
 LX0682.The geoid height was determined by GEOID03.
 LX0682
 LX0682.The dynamic height is computed by dividing the NAVD 88
 LX0682.geopotential number by the normal gravity value computed on the
 LX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0682.degrees latitude (g = 980.6199 gals.).
 LX0682
 LX0682.The modeled gravity was interpolated from observed gravity values.
 LX0682
 LX0682;                    North         East    Units  Estimated Accuracy
 LX0682;SPC CT       -   248,020.      243,940.      MT  (+/- 180 meters Scaled)
 LX0682
 LX0682                          SUPERSEDED SURVEY CONTROL
 LX0682
 LX0682  NGVD 29 (??/??/92)  119.46   (m)          391.9    (f) COMPUTED    2 0
 LX0682
 LX0682.Superseded values are not recommended for survey control.
 LX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0682.See file dsdata.txt to determine how the superseded data were derived.
 LX0682
 LX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM263166(NAD 83)
 LX0682_MARKER: DB = BENCH MARK DISK
 LX0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0682_STAMPING: B 17 1935
 LX0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0682+STABILITY: SURFACE MOTION
 LX0682
 LX0682  HISTORY     - Date     Condition        Report By
 LX0682  HISTORY     - 1935     MONUMENTED       CGS
 LX0682
 LX0682                          STATION DESCRIPTION
 LX0682
 LX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0682'1.1 MI N FROM SOUTH KENT.
 LX0682'1.1 MILES NORTH OF SOUTH KENT ON N.Y.N.H. AND H.R.R. 100 FEET
 LX0682'SOUTHEAST OF BRIDGE 54.71 45 FEET SOUTH OF CENTER LINE OF
 LX0682'SECONDARY ROAD 12 FEET BELOW GRADE OF ROAD 300 FEET WEST OF LARGE
 LX0682'WHITE BARN 16 FEET EAST OF 10-INCH ASH TREE 48 FEET EAST OF
 LX0682'EAST RAIL LEVEL WITH TOP OF RAIL A CONCRETE POST WITH 6 IN PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0683 ***********************************************************************
 LX0683  DESIGNATION -  B 17 RESET
 LX0683  PID         -  LX0683
 LX0683  STATE/COUNTY-  CT/LITCHFIELD
 LX0683  USGS QUAD   -  KENT (1971)
 LX0683
 LX0683                         *CURRENT SURVEY CONTROL
 LX0683  ___________________________________________________________________
 LX0683* NAD 83(1986)-  41 41 31.     (N)    073 28 52.     (W)     SCALED    
 LX0683* NAVD 88     -       120.57   (meters)     395.6    (feet)  RESET     
 LX0683  ___________________________________________________________________
 LX0683  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX0683
 LX0683  VERT ORDER  -  THIRD
 LX0683
 LX0683.The horizontal coordinates were scaled from a topographic map and have
 LX0683.an estimated accuracy of +/- 6 seconds.
 LX0683
 LX0683.The orthometric height was computed from unverified reset data.
 LX0683.No vertical observational check was made to the station.
 LX0683
 LX0683.The geoid height was determined by GEOID03.
 LX0683
 LX0683;                    North         East    Units  Estimated Accuracy
 LX0683;SPC CT       -   248,020.      243,940.      MT  (+/- 180 meters Scaled)
 LX0683
 LX0683                          SUPERSEDED SURVEY CONTROL
 LX0683
 LX0683.No superseded survey control is available for this station.
 LX0683
 LX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM263166(NAD 83)
 LX0683_MARKER: DD = SURVEY DISK
 LX0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0683_STAMPING: B 17 RESET 1935
 LX0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0683+STABILITY: SURFACE MOTION
 LX0683
 LX0683  HISTORY     - Date     Condition        Report By
 LX0683  HISTORY     - 1935     MONUMENTED       CTDT
 LX0683  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0683
 LX0683                          STATION DESCRIPTION
 LX0683
 LX0683'DESCRIBED BY CT DEPT OF TRANSP 1935
 LX0683'1.1 MI N FROM SOUTH KENT.
 LX0683'1.1 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0683'RAILROAD FROM THE STATION AT SOUTH KENT, LITCHFIELD COUNTY,
 LX0683'100 FEET SOUTHEAST OF HIGHWAY UNDERPASS 54.71, 45 FEET SOUTH
 LX0683'OF THE HIGHWAY, AND 50 FEET EAST OF EAST RAIL.  A STANDARD
 LX0683'DISK, STAMPED B 17 RESET 1935 AND SET IN THE TOP OF A CONCRETE
 LX0683'POST.
 LX0683
 LX0683                          STATION RECOVERY (1984)
 LX0683
 LX0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0683'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0558 ***********************************************************************
 LX0558  DESIGNATION -  B 18
 LX0558  PID         -  LX0558
 LX0558  STATE/COUNTY-  CT/HARTFORD
 LX0558  USGS QUAD   -  AVON (1984)
 LX0558
 LX0558                         *CURRENT SURVEY CONTROL
 LX0558  ___________________________________________________________________
 LX0558* NAD 83(1986)-  41 47 34.     (N)    072 47 27.     (W)     SCALED    
 LX0558* NAVD 88     -       151.700  (meters)     497.70   (feet)  ADJUSTED  
 LX0558  ___________________________________________________________________
 LX0558  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX0558  DYNAMIC HT  -         151.656 (meters)     497.56  (feet)  COMP
 LX0558  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 LX0558
 LX0558  VERT ORDER  -  FIRST     CLASS II
 LX0558
 LX0558.The horizontal coordinates were scaled from a topographic map and have
 LX0558.an estimated accuracy of +/- 6 seconds.
 LX0558
 LX0558.The orthometric height was determined by differential leveling
 LX0558.and adjusted by the National Geodetic Survey in June 1991..
 LX0558
 LX0558.The geoid height was determined by GEOID03.
 LX0558
 LX0558.The dynamic height is computed by dividing the NAVD 88
 LX0558.geopotential number by the normal gravity value computed on the
 LX0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0558.degrees latitude (g = 980.6199 gals.).
 LX0558
 LX0558.The modeled gravity was interpolated from observed gravity values.
 LX0558
 LX0558;                    North         East    Units  Estimated Accuracy
 LX0558;SPC CT       -   258,960.      301,410.      MT  (+/- 180 meters Scaled)
 LX0558
 LX0558                          SUPERSEDED SURVEY CONTROL
 LX0558
 LX0558  NGVD 29 (??/??/92)  151.934  (m)          498.47   (f) ADJ UNCH    1 2
 LX0558
 LX0558.Superseded values are not recommended for survey control.
 LX0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0558.See file dsdata.txt to determine how the superseded data were derived.
 LX0558
 LX0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM835291(NAD 83)
 LX0558_MARKER: DB = BENCH MARK DISK
 LX0558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0558_STAMPING: B 18 1935
 LX0558_MARK LOGO: CGS   
 LX0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0558+STABILITY: SURFACE MOTION
 LX0558
 LX0558  HISTORY     - Date     Condition        Report By
 LX0558  HISTORY     - 1935     MONUMENTED       CGS
 LX0558  HISTORY     - UNK      GOOD             NGS
 LX0558  HISTORY     - 1972     GOOD             CTGS
 LX0558  HISTORY     - 1985     GOOD             NGS
 LX0558
 LX0558                          STATION DESCRIPTION
 LX0558
 LX0558'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 LX0558'2.6 MI E FROM AVON.
 LX0558'2.6 MILES EAST ALONG U.S. HIGHWAY 44 FROM THE CROSSROADS AT
 LX0558'AVON, HARTFORD COUNTY, 0.5 MILE EAST OF THE AVON-WEST HARTFORD
 LX0558'TOWN LINE, 45 FEET WEST OF POLE 7, AT A 9-FOOT CONCRETE CULVERT,
 LX0558'IN THE SOUTHWEST CORNER OF THE NORTHEAST WING WALL, 25 FEET
 LX0558'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 2-1/2 FEET
 LX0558'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 18 1935.
 LX0558
 LX0558                          STATION RECOVERY (1972)
 LX0558
 LX0558'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0558'RECOVERED IN GOOD CONDITION.
 LX0558
 LX0558                          STATION RECOVERY (1985)
 LX0558
 LX0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0558'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 3.8 KM (2.4 MI)
 LX0558'WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE HIGHWAY 218 IN
 LX0558'WEST HARTFORD TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF THE
 LX0558'NORTHEAST WINGWALL OF A CULVERT UNDER THE HIGHWAY, ALSO 4.1 KM (2.6
 LX0558'MI) EAST ALONG HIGHWAY 44 FROM THE JUNCTION OF STATE HIGHWAY 10 NORTH
 LX0558'IN AVON, 11.67 METERS (38.3 FT) NORTH OF THE CENTERLINE OF THE
 LX0558'HIGHWAY, 19.0 METERS (62.0 FT) NORTHWEST OF THE EAST END OF A WOOD
 LX0558'POST CABLE GUARD RAIL, 3.65 METERS (12.0 FT) NORTH-NORTHEAST OF A
 LX0558'HIGHWAY SIGN (2326) MARKING THE CULVERT.
 LX0558'THE MARK IS 0.45 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3684 ***********************************************************************
 LW3684  DESIGNATION -  B 1859
 LW3684  PID         -  LW3684
 LW3684  STATE/COUNTY-  CT/WINDHAM
 LW3684  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3684
 LW3684                         *CURRENT SURVEY CONTROL
 LW3684  ___________________________________________________________________
 LW3684* NAD 83(1996)-  41 46 11.46340(N)    071 52 21.99206(W)     ADJUSTED  
 LW3684* NAVD 88     -       118.4    (meters)     388.     (feet)  VERTCON   
 LW3684  ___________________________________________________________________
 LW3684  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LW3684  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW3684
 LW3684  HORZ ORDER  -  SECOND
 LW3684
 LW3684.The horizontal coordinates were established by classical geodetic methods
 LW3684.and adjusted by the National Geodetic Survey in August 1998..
 LW3684
 LW3684.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3684
 LW3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3684
 LW3684.The geoid height was determined by GEOID03.
 LW3684
 LW3684;                    North         East     Units Scale Factor Converg.
 LW3684;SPC CT       -   256,780.184   377,738.757   MT  0.99999162   +0 34 53.9
 LW3684;SPC CT       -   842,452.99  1,239,297.91   sFT  0.99999162   +0 34 53.9
 LW3684;SPC RI       -    76,312.823    69,004.390   MT  1.00000557   -0 14 54.0
 LW3684;SPC RI       -   250,369.65    226,391.90   sFT  1.00000557   -0 14 54.0
 LW3684;UTM  19      - 4,628,212.994   261,216.758   MT  1.00030169   -1 54 52.5
 LW3684
 LW3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3684!SPC CT       -   0.99998612  x   0.99999162  =   0.99997774
 LW3684!SPC RI       -   0.99998612  x   1.00000557  =   0.99999169
 LW3684!UTM  19      -   0.99998612  x   1.00030169  =   1.00028780
 LW3684
 LW3684                          SUPERSEDED SURVEY CONTROL
 LW3684
 LW3684  NAD 83(1996)-  41 46 11.46287(N)    071 52 21.99178(W) AD(       ) 2
 LW3684  NAD 83(1992)-  41 46 11.46255(N)    071 52 21.99156(W) AD(       ) 2
 LW3684  NAD 83(1992)-  41 46 11.46253(N)    071 52 21.99206(W) AD(       ) 2
 LW3684  NAD 83(1986)-  41 46 11.46299(N)    071 52 21.99166(W) AD(       ) 2
 LW3684  NAD 27      -  41 46 11.10739(N)    071 52 23.73549(W) AD(       ) 2
 LW3684  NGVD 29 (07/19/86)  118.7    (m)          389.     (f) VERT ANG       
 LW3684
 LW3684.Superseded values are not recommended for survey control.
 LW3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3684.See file dsdata.txt to determine how the superseded data were derived.
 LW3684
 LW3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6121728213(NAD 83)
 LW3684_MARKER: Z = SEE DESCRIPTION
 LW3684_SETTING: 0 = UNSPECIFIED SETTING
 LW3684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3684
 LW3684  HISTORY     - Date     Condition        Report By
 LW3684  HISTORY     - 1974     MONUMENTED       CTDT
 LW3684
 LW3684                          STATION DESCRIPTION
 LW3684
 LW3684'DESCRIBED BY CT DEPT OF TRANSP 1974 (HRR)
 LW3684'STATION IS ABOUT 2-1/2 MILES SOUTH OF DANIELSON, ALONG THE WEST
 LW3684'SIDE OF STATE HIGHWAY 52, AT THE NORTHWEST CORNER OF THE SQUAW
 LW3684'ROCK ROAD OVERPASS AND ON THE RIGHT-OF-WAY OF SQUAW ROCK ROAD.
 LW3684'
 LW3684'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW3684'STATE HIGHWAY 52 ON THE SOUTHEAST EDGE OF DANIELSON, GO SOUTH ON
 LW3684'HIGHWAY 52 FOR 1.7 MILES TO THE SQUAW ROCK ROAD OVERPASS AND THE
 LW3684'STATION.
 LW3684'
 LW3684'B 1859, IS A CONNECTICUT HIGHWAY DIVISION BASE LINE DISK SET IN
 LW3684'A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE
 LW3684'THE GROUND SURFACE.  IT IS 37.4 FEET SOUTH OF THE METAL WITNESS
 LW3684'POST AT STATION SQUAW, 18 FEET SOUTH OF CENTER OF THE ROAD AND
 LW3684'15.5 FEET WEST OF THE SOUTHWEST CORNER OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0545 ***********************************************************************
 MZ0545  DESIGNATION -  B 19
 MZ0545  PID         -  MZ0545
 MZ0545  STATE/COUNTY-  CT/LITCHFIELD
 MZ0545  USGS QUAD   -  SOUTH SANDISFIELD (1969)
 MZ0545
 MZ0545                         *CURRENT SURVEY CONTROL
 MZ0545  ___________________________________________________________________
 MZ0545* NAD 83(1986)-  42 00 34.     (N)    073 14 21.     (W)     SCALED    
 MZ0545* NAVD 88     -       300.055  (meters)     984.43   (feet)  ADJUSTED  
 MZ0545  ___________________________________________________________________
 MZ0545  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 MZ0545  DYNAMIC HT  -         299.951 (meters)     984.09  (feet)  COMP
 MZ0545  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 MZ0545
 MZ0545  VERT ORDER  -  SECOND    CLASS 0
 MZ0545
 MZ0545.The horizontal coordinates were scaled from a topographic map and have
 MZ0545.an estimated accuracy of +/- 6 seconds.
 MZ0545
 MZ0545.The orthometric height was determined by differential leveling
 MZ0545.and adjusted by the National Geodetic Survey in June 1991..
 MZ0545
 MZ0545.The geoid height was determined by GEOID03.
 MZ0545
 MZ0545.The dynamic height is computed by dividing the NAVD 88
 MZ0545.geopotential number by the normal gravity value computed on the
 MZ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0545.degrees latitude (g = 980.6199 gals.).
 MZ0545
 MZ0545.The modeled gravity was interpolated from observed gravity values.
 MZ0545
 MZ0545;                    North         East    Units  Estimated Accuracy
 MZ0545;SPC CT       -   283,140.      264,280.      MT  (+/- 180 meters Scaled)
 MZ0545
 MZ0545                          SUPERSEDED SURVEY CONTROL
 MZ0545
 MZ0545  NGVD 29 (??/??/92)  300.25   (m)          985.1    (f) COMPUTED    2 0
 MZ0545
 MZ0545.Superseded values are not recommended for survey control.
 MZ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0545.See file dsdata.txt to determine how the superseded data were derived.
 MZ0545
 MZ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM458523(NAD 83)
 MZ0545_MARKER: DB = BENCH MARK DISK
 MZ0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0545_SP_SET: BRIDGE
 MZ0545_STAMPING: B 19 1935
 MZ0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0545
 MZ0545  HISTORY     - Date     Condition        Report By
 MZ0545  HISTORY     - 1935     MONUMENTED       CGS
 MZ0545  HISTORY     - 1942     GOOD             NGS
 MZ0545  HISTORY     - 1972     GOOD             CTGS
 MZ0545  HISTORY     - 1984     MARK NOT FOUND   NGS
 MZ0545
 MZ0545                          STATION DESCRIPTION
 MZ0545
 MZ0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 MZ0545'3.4 MI E FROM EAST CANAAN.
 MZ0545'3.4 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED NEW YORK,
 MZ0545'NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT EAST CANAAN,
 MZ0545'LITCHFIELD COUNTY, ON THE SOUTH SLOPE OF A HILL ABOVE A LARGE
 MZ0545'DAIRY FARM, AT A 10-FOOT-SPAN CONCRETE BRIDGE OVER A CATTLE
 MZ0545'PASS, IN THE TOP OF THE SOUTHEAST WING WALL, AND ABOUT 8 FEET
 MZ0545'LOWER THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED B 19 1935.
 MZ0545'NOTE-- REPORTED IN SEPTEMBER 1942-- FROM A POINT ABOUT 600
 MZ0545'FEET EAST OF THE NORTH CANAAN-NORFOLK TOWN LINE ON STATE
 MZ0545'HIGHWAY 44 MIDWAY BETWEEN S.N.E.T. POLES 441 AND 440, A 10-FOOT
 MZ0545'SPAN CONCRETE BRIDGE OVER A CATTLE PASS CAN BEEN SEEN ABOUT 1000
 MZ0545'FEET NORTH OF STATE HIGHWAY 44.
 MZ0545
 MZ0545                          STATION RECOVERY (1972)
 MZ0545
 MZ0545'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 MZ0545'RECOVERED IN GOOD CONDITION.
 MZ0545
 MZ0545                          STATION RECOVERY (1984)
 MZ0545
 MZ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ0545'NOT RECOVERED, DESCRIPTION IS NOW INADEQUATE TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0187 ***********************************************************************
 LX0187  DESIGNATION -  B 20
 LX0187  PID         -  LX0187
 LX0187  STATE/COUNTY-  CT/NEW LONDON
 LX0187  USGS QUAD   -  NEW LONDON (1984)
 LX0187
 LX0187                         *CURRENT SURVEY CONTROL
 LX0187  ___________________________________________________________________
 LX0187* NAD 83(1986)-  41 19 08.     (N)    072 00 46.     (W)     SCALED    
 LX0187* NAVD 88     -         1.296  (meters)       4.25   (feet)  ADJUSTED  
 LX0187  ___________________________________________________________________
 LX0187  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX0187  DYNAMIC HT  -           1.295 (meters)       4.25  (feet)  COMP
 LX0187  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LX0187
 LX0187  VERT ORDER  -  FIRST     CLASS I
 LX0187
 LX0187.The horizontal coordinates were scaled from a topographic map and have
 LX0187.an estimated accuracy of +/- 6 seconds.
 LX0187
 LX0187.The orthometric height was determined by differential leveling
 LX0187.and adjusted by the National Geodetic Survey in June 1991..
 LX0187
 LX0187.The geoid height was determined by GEOID03.
 LX0187
 LX0187.The dynamic height is computed by dividing the NAVD 88
 LX0187.geopotential number by the normal gravity value computed on the
 LX0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0187.degrees latitude (g = 980.6199 gals.).
 LX0187
 LX0187.The modeled gravity was interpolated from observed gravity values.
 LX0187
 LX0187;                    North         East    Units  Estimated Accuracy
 LX0187;SPC CT       -   206,590.      366,530.      MT  (+/- 180 meters Scaled)
 LX0187
 LX0187                          SUPERSEDED SURVEY CONTROL
 LX0187
 LX0187  NGVD 29 (??/??/92)    1.588  (m)            5.21   (f) ADJ UNCH    1 1
 LX0187
 LX0187.Superseded values are not recommended for survey control.
 LX0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0187.See file dsdata.txt to determine how the superseded data were derived.
 LX0187
 LX0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL500784(NAD 83)
 LX0187_MARKER: DB = BENCH MARK DISK
 LX0187_SETTING: 66 = SET IN ROCK OUTCROP
 LX0187_SP_SET: ROCK LEDGE
 LX0187_STAMPING: B 20 1953
 LX0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0187+STABILITY: POSITION/ELEVATION WELL
 LX0187
 LX0187  HISTORY     - Date     Condition        Report By
 LX0187  HISTORY     - 1953     MONUMENTED       CGS
 LX0187  HISTORY     - 1965     GOOD             NGS
 LX0187  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0187  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX0187  HISTORY     - 19901227 MARK NOT FOUND   USPSQD
 LX0187  HISTORY     - 20030601 MARK NOT FOUND   USPSQD
 LX0187
 LX0187                          STATION DESCRIPTION
 LX0187
 LX0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0187'1 MI NW FROM GROTON LONG POINT.
 LX0187'ABOUT 0.2 MILE WEST ALONG DURYEA DRIVE FROM THE BRIDGE OVER
 LX0187'PALMER COVE AT GROTON LONG POINT, THENCE 0.15 MILE NORTH ALONG
 LX0187'MUMFORD COVE ROAD, THENCE 0.2 MILE WEST ALONG COLONY ROAD, THENCE
 LX0187'0.2 MILE NORTHWEST ALONG BASS ROAD, THENCE 0.15 MILE SOUTHWEST
 LX0187'ALONG ANCHORAGE ROAD, THENCE 0.05 MILE WEST ALONG ROAD LEADING
 LX0187'TO BOAT DOCK AND BEACH (DOCK ROAD), 358 FEET NORTH OF THE CENTER
 LX0187'LINE OF DOCK ROAD, SET IN THE TOP OF A ROCK LEDGE ON THE SOUTH
 LX0187'SIDE OF A 15-BY-10 FOOT EXPOSED PART OF A BURIED BOULDER, 4 1/2
 LX0187'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF EXPOSED PART OF BOULDER,
 LX0187'5.5 FEET SOUTH OF THE SOUTH SIDE OF TOP OF BOULDER, 150 FEET EAST
 LX0187'OF THE WATER EDGE OF MUMFORD COVE, ABOUT 2 1/2 FEET BELOW THE
 LX0187'LEVEL OF THE SAND BEACH.  A STEEL WITNESS POST WAS SET OVER THE
 LX0187'MARK BUT PROBABLY WILL NOT STAY.
 LX0187
 LX0187                          STATION RECOVERY (1983)
 LX0187
 LX0187'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0187'MARK NOT FOUND.
 LX0187
 LX0187                          STATION RECOVERY (1990)
 LX0187
 LX0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0187'MARK NOT FOUND.
 LX0187
 LX0187                          STATION RECOVERY (1990)
 LX0187
 LX0187'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0187'MARK NOT FOUND.
 LX0187
 LX0187                          STATION RECOVERY (2003)
 LX0187
 LX0187'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0810 ***********************************************************************
 LX0810  DESIGNATION -  B 2=157
 LX0810  PID         -  LX0810
 LX0810  STATE/COUNTY-  CT/FAIRFIELD
 LX0810  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0810
 LX0810                         *CURRENT SURVEY CONTROL
 LX0810  ___________________________________________________________________
 LX0810* NAD 83(1986)-  41 07 19.     (N)    073 21 12.     (W)     SCALED    
 LX0810* NAVD 88     -         9.287  (meters)      30.47   (feet)  ADJUSTED  
 LX0810  ___________________________________________________________________
 LX0810  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX0810  DYNAMIC HT  -           9.284 (meters)      30.46  (feet)  COMP
 LX0810  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 LX0810
 LX0810  VERT ORDER  -  FIRST     CLASS I
 LX0810
 LX0810.The horizontal coordinates were scaled from a topographic map and have
 LX0810.an estimated accuracy of +/- 6 seconds.
 LX0810
 LX0810.The orthometric height was determined by differential leveling
 LX0810.and adjusted by the National Geodetic Survey in June 1991..
 LX0810
 LX0810.The geoid height was determined by GEOID03.
 LX0810
 LX0810.The dynamic height is computed by dividing the NAVD 88
 LX0810.geopotential number by the normal gravity value computed on the
 LX0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0810.degrees latitude (g = 980.6199 gals.).
 LX0810
 LX0810.The modeled gravity was interpolated from observed gravity values.
 LX0810
 LX0810;                    North         East    Units  Estimated Accuracy
 LX0810;SPC CT       -   184,630.      254,130.      MT  (+/- 180 meters Scaled)
 LX0810
 LX0810                          SUPERSEDED SURVEY CONTROL
 LX0810
 LX0810  NGVD 29 (??/??/92)    9.63   (m)           31.6    (f) COMPUTED    1 1
 LX0810
 LX0810.Superseded values are not recommended for survey control.
 LX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0810.See file dsdata.txt to determine how the superseded data were derived.
 LX0810
 LX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL382536(NAD 83)
 LX0810_MARKER: Z = SEE DESCRIPTION
 LX0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0810_SP_SET: STONE
 LX0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0810+STABILITY: SURFACE MOTION
 LX0810
 LX0810  HISTORY     - Date     Condition        Report By
 LX0810  HISTORY     - UNK      MONUMENTED       DOD
 LX0810  HISTORY     - 1965     GOOD             NGS
 LX0810  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0810
 LX0810                          STATION DESCRIPTION
 LX0810
 LX0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0810'0.7 MI E FROM WESTPORT.
 LX0810'0.7 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0810'RAILROAD FROM THE STATION AT WESTPORT, ON THE TOP OF THE
 LX0810'SOUTHWEST CORNER OF THE BOTTOM STEP OF THE NORTH STONE ABUTMENT
 LX0810'OF THE HALES ROAD OVERPASS OVER TRACKS, 90 FEET EAST OF POWER
 LX0810'LINE TOWER NO. 592, 65 FEET WEST OF THE CENTER OF THE OVERPASS,
 LX0810'6.5 FEET NORTH OF THE NORTH RAIL OF THE NORTH ONE OF 4 TRACKS,
 LX0810'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.  NOTE-- MARK MAY
 LX0810'BE REACHED BY GOING 0.9 MILE EAST ALONG STATE HGHWAY 136
 LX0810'FROM THE EAST END OF THE BRIDGE OVER THE SAUGATUCK RIVER AT
 LX0810'SAUGATUCK, THENCE 0.1 MILE SOUTH ALONG HALES ROAD TO MARK.
 LX0810
 LX0810                          STATION RECOVERY (1989)
 LX0810
 LX0810'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCA)
 LX0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3276 ***********************************************************************
 LX3276  DESIGNATION -  B 2170
 LX3276  PID         -  LX3276
 LX3276  STATE/COUNTY-  CT/HARTFORD
 LX3276  USGS QUAD   -  MARLBOROUGH (1984)
 LX3276
 LX3276                         *CURRENT SURVEY CONTROL
 LX3276  ___________________________________________________________________
 LX3276* NAD 83(1986)-  41 38 58.     (N)    072 28 43.     (W)     SCALED    
 LX3276* NAVD 88     -       138.925  (meters)     455.79   (feet)  ADJUSTED  
 LX3276  ___________________________________________________________________
 LX3276  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX3276  DYNAMIC HT  -         138.878 (meters)     455.64  (feet)  COMP
 LX3276  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX3276
 LX3276  VERT ORDER  -  FIRST     CLASS II
 LX3276
 LX3276.The horizontal coordinates were scaled from a topographic map and have
 LX3276.an estimated accuracy of +/- 6 seconds.
 LX3276
 LX3276.The orthometric height was determined by differential leveling
 LX3276.and adjusted by the National Geodetic Survey in June 1991..
 LX3276
 LX3276.The geoid height was determined by GEOID03.
 LX3276
 LX3276.The dynamic height is computed by dividing the NAVD 88
 LX3276.geopotential number by the normal gravity value computed on the
 LX3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3276.degrees latitude (g = 980.6199 gals.).
 LX3276
 LX3276.The modeled gravity was interpolated from observed gravity values.
 LX3276
 LX3276;                    North         East    Units  Estimated Accuracy
 LX3276;SPC CT       -   243,070.      327,410.      MT  (+/- 180 meters Scaled)
 LX3276
 LX3276                          SUPERSEDED SURVEY CONTROL
 LX3276
 LX3276.No superseded survey control is available for this station.
 LX3276
 LX3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM099139(NAD 83)
 LX3276_MARKER: DD = SURVEY DISK
 LX3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3276_SP_SET: CONCRETE POST
 LX3276_STAMPING: B 2170
 LX3276_MARK LOGO: CTDT  
 LX3276_PROJECTION: RECESSED 6 CENTIMETERS
 LX3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3276+STABILITY: SURFACE MOTION
 LX3276
 LX3276  HISTORY     - Date     Condition        Report By
 LX3276  HISTORY     - UNK      MONUMENTED       CTDT
 LX3276  HISTORY     - 1986     GOOD             NGS
 LX3276
 LX3276                          STATION DESCRIPTION
 LX3276
 LX3276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3276'2.4 KM (1.5 MI) NW FROM MARLBOROUGH.
 LX3276'2.4 KM (1.5 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3276'STATE HIGHWAY 66 IN MARLBOROUGH TO THE MARK ON THE RIGHT, 7.68 METERS
 LX3276'(25.2 FT) NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LX3276'HIGHWAY, 30.02 METERS (98.5 FT) SOUTHEAST OF THE SOUTH END OF A
 LX3276'GUARDRAIL, 10.05 METERS (33.0 FT) SOUTH OF A 4-INCH OAK TREE.
 LX3276'THE MARK IS 0.12 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3274 ***********************************************************************
 LX3274  DESIGNATION -  B 2246
 LX3274  PID         -  LX3274
 LX3274  STATE/COUNTY-  CT/HARTFORD
 LX3274  USGS QUAD   -  MARLBOROUGH (1984)
 LX3274
 LX3274                         *CURRENT SURVEY CONTROL
 LX3274  ___________________________________________________________________
 LX3274* NAD 83(1986)-  41 37 56.     (N)    072 27 16.     (W)     SCALED    
 LX3274* NAVD 88     -       116.768  (meters)     383.10   (feet)  ADJUSTED  
 LX3274  ___________________________________________________________________
 LX3274  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3274  DYNAMIC HT  -         116.729 (meters)     382.97  (feet)  COMP
 LX3274  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX3274
 LX3274  VERT ORDER  -  FIRST     CLASS II
 LX3274
 LX3274.The horizontal coordinates were scaled from a topographic map and have
 LX3274.an estimated accuracy of +/- 6 seconds.
 LX3274
 LX3274.The orthometric height was determined by differential leveling
 LX3274.and adjusted by the National Geodetic Survey in June 1991..
 LX3274
 LX3274.The geoid height was determined by GEOID03.
 LX3274
 LX3274.The dynamic height is computed by dividing the NAVD 88
 LX3274.geopotential number by the normal gravity value computed on the
 LX3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3274.degrees latitude (g = 980.6199 gals.).
 LX3274
 LX3274.The modeled gravity was interpolated from observed gravity values.
 LX3274
 LX3274;                    North         East    Units  Estimated Accuracy
 LX3274;SPC CT       -   241,170.      329,430.      MT  (+/- 180 meters Scaled)
 LX3274
 LX3274                          SUPERSEDED SURVEY CONTROL
 LX3274
 LX3274.No superseded survey control is available for this station.
 LX3274
 LX3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM120120(NAD 83)
 LX3274_MARKER: DD = SURVEY DISK
 LX3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3274_SP_SET: CONCRETE POST
 LX3274_STAMPING: B 2246
 LX3274_MARK LOGO: CTDT  
 LX3274_PROJECTION: FLUSH
 LX3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3274+STABILITY: SURFACE MOTION
 LX3274
 LX3274  HISTORY     - Date     Condition        Report By
 LX3274  HISTORY     - UNK      MONUMENTED       CTDT
 LX3274  HISTORY     - 1986     GOOD             NGS
 LX3274
 LX3274                          STATION DESCRIPTION
 LX3274
 LX3274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3274'13.5 KM (8.4 MI) NW FROM COLCHESTER.
 LX3274'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3274'COLCHESTER, THENCE 10.6 KM (6.6 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3274'THE MARK ON THE RIGHT, ALSO .56 KM (0.35 MI) SOUTHEAST ALONG STATE
 LX3274'HIGHWAY 2 FROM THE JUNCTION OF STATE HIGHWAY 66 IN MARLBOROUGH,
 LX3274'8.53 METERS (28.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 LX3274'OF THE HIGHWAY, 11.58 METERS (38.0 FT) SOUTHEAST OF THE SOUTH END OF A
 LX3274'WIRE CABLE GUARDRAIL.
 LX3274'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3273 ***********************************************************************
 LX3273  DESIGNATION -  B 2247
 LX3273  PID         -  LX3273
 LX3273  STATE/COUNTY-  CT/HARTFORD
 LX3273  USGS QUAD   -  MARLBOROUGH (1984)
 LX3273
 LX3273                         *CURRENT SURVEY CONTROL
 LX3273  ___________________________________________________________________
 LX3273* NAD 83(1986)-  41 37 51.     (N)    072 27 03.     (W)     SCALED    
 LX3273* NAVD 88     -       109.773  (meters)     360.15   (feet)  ADJUSTED  
 LX3273  ___________________________________________________________________
 LX3273  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3273  DYNAMIC HT  -         109.736 (meters)     360.03  (feet)  COMP
 LX3273  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX3273
 LX3273  VERT ORDER  -  FIRST     CLASS II
 LX3273
 LX3273.The horizontal coordinates were scaled from a topographic map and have
 LX3273.an estimated accuracy of +/- 6 seconds.
 LX3273
 LX3273.The orthometric height was determined by differential leveling
 LX3273.and adjusted by the National Geodetic Survey in June 1991..
 LX3273
 LX3273.The geoid height was determined by GEOID03.
 LX3273
 LX3273.The dynamic height is computed by dividing the NAVD 88
 LX3273.geopotential number by the normal gravity value computed on the
 LX3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3273.degrees latitude (g = 980.6199 gals.).
 LX3273
 LX3273.The modeled gravity was interpolated from observed gravity values.
 LX3273
 LX3273;                    North         East    Units  Estimated Accuracy
 LX3273;SPC CT       -   241,010.      329,730.      MT  (+/- 180 meters Scaled)
 LX3273
 LX3273                          SUPERSEDED SURVEY CONTROL
 LX3273
 LX3273.No superseded survey control is available for this station.
 LX3273
 LX3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM123119(NAD 83)
 LX3273_MARKER: DD = SURVEY DISK
 LX3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3273_SP_SET: CONCRETE POST
 LX3273_STAMPING: B 2247
 LX3273_MARK LOGO: CTDT  
 LX3273_PROJECTION: PROJECTING 12 CENTIMETERS
 LX3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3273+STABILITY: SURFACE MOTION
 LX3273
 LX3273  HISTORY     - Date     Condition        Report By
 LX3273  HISTORY     - UNK      MONUMENTED       CTDT
 LX3273  HISTORY     - 1986     GOOD             NGS
 LX3273
 LX3273                          STATION DESCRIPTION
 LX3273
 LX3273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3273'13.1 KM (8.15 MI) NW FROM COLCHESTER.
 LX3273'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3273'COLCHESTER, THENCE 10.3 KM (6.4 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3273'THE MARK ON THE RIGHT, 8.41 METERS (27.6 FT) NORTHEAST OF THE
 LX3273'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.81 METERS (15.8
 LX3273'FT) NORTH OF THE NORTHEAST CORNER OF A CATCH BASIN, 0.27 METER (0.9
 LX3273'FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY.
 LX3273'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3272 ***********************************************************************
 LX3272  DESIGNATION -  B 2248
 LX3272  PID         -  LX3272
 LX3272  STATE/COUNTY-  CT/HARTFORD
 LX3272  USGS QUAD   -  MARLBOROUGH (1984)
 LX3272
 LX3272                         *CURRENT SURVEY CONTROL
 LX3272  ___________________________________________________________________
 LX3272* NAD 83(1986)-  41 37 46.     (N)    072 26 56.     (W)     SCALED    
 LX3272* NAVD 88     -       104.691  (meters)     343.47   (feet)  ADJUSTED  
 LX3272  ___________________________________________________________________
 LX3272  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3272  DYNAMIC HT  -         104.656 (meters)     343.36  (feet)  COMP
 LX3272  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX3272
 LX3272  VERT ORDER  -  FIRST     CLASS II
 LX3272
 LX3272.The horizontal coordinates were scaled from a topographic map and have
 LX3272.an estimated accuracy of +/- 6 seconds.
 LX3272
 LX3272.The orthometric height was determined by differential leveling
 LX3272.and adjusted by the National Geodetic Survey in June 1991..
 LX3272
 LX3272.The geoid height was determined by GEOID03.
 LX3272
 LX3272.The dynamic height is computed by dividing the NAVD 88
 LX3272.geopotential number by the normal gravity value computed on the
 LX3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3272.degrees latitude (g = 980.6199 gals.).
 LX3272
 LX3272.The modeled gravity was interpolated from observed gravity values.
 LX3272
 LX3272;                    North         East    Units  Estimated Accuracy
 LX3272;SPC CT       -   240,860.      329,890.      MT  (+/- 180 meters Scaled)
 LX3272
 LX3272                          SUPERSEDED SURVEY CONTROL
 LX3272
 LX3272.No superseded survey control is available for this station.
 LX3272
 LX3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM125117(NAD 83)
 LX3272_MARKER: DD = SURVEY DISK
 LX3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3272_SP_SET: CONCRETE POST
 LX3272_STAMPING: B 2248
 LX3272_MARK LOGO: CTDT  
 LX3272_PROJECTION: PROJECTING 12 CENTIMETERS
 LX3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3272+STABILITY: SURFACE MOTION
 LX3272
 LX3272  HISTORY     - Date     Condition        Report By
 LX3272  HISTORY     - UNK      MONUMENTED       CTDT
 LX3272  HISTORY     - 1986     GOOD             NGS
 LX3272
 LX3272                          STATION DESCRIPTION
 LX3272
 LX3272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3272'13.0 KM (8.05 MI) NW FROM COLCHESTER.
 LX3272'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3272'COLCHESTER, THENCE 10.1 KM (6.3 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3272'THE MARK ON THE RIGHT, 7.25 METERS (23.8 FT) NORTHEAST OF THE
 LX3272'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 28.95 METERS (95.0
 LX3272'FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A CATCH BASIN, 0.24 METER
 LX3272'(0.8 FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY.
 LX3272'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3271 ***********************************************************************
 LX3271  DESIGNATION -  B 2249
 LX3271  PID         -  LX3271
 LX3271  STATE/COUNTY-  CT/HARTFORD
 LX3271  USGS QUAD   -  MARLBOROUGH (1984)
 LX3271
 LX3271                         *CURRENT SURVEY CONTROL
 LX3271  ___________________________________________________________________
 LX3271* NAD 83(1986)-  41 37 47.     (N)    072 26 48.     (W)     SCALED    
 LX3271* NAVD 88     -       100.300  (meters)     329.07   (feet)  ADJUSTED  
 LX3271  ___________________________________________________________________
 LX3271  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3271  DYNAMIC HT  -         100.266 (meters)     328.96  (feet)  COMP
 LX3271  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX3271
 LX3271  VERT ORDER  -  FIRST     CLASS II
 LX3271
 LX3271.The horizontal coordinates were scaled from a topographic map and have
 LX3271.an estimated accuracy of +/- 6 seconds.
 LX3271
 LX3271.The orthometric height was determined by differential leveling
 LX3271.and adjusted by the National Geodetic Survey in June 1991..
 LX3271
 LX3271.The geoid height was determined by GEOID03.
 LX3271
 LX3271.The dynamic height is computed by dividing the NAVD 88
 LX3271.geopotential number by the normal gravity value computed on the
 LX3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3271.degrees latitude (g = 980.6199 gals.).
 LX3271
 LX3271.The modeled gravity was interpolated from observed gravity values.
 LX3271
 LX3271;                    North         East    Units  Estimated Accuracy
 LX3271;SPC CT       -   240,890.      330,080.      MT  (+/- 180 meters Scaled)
 LX3271
 LX3271                          SUPERSEDED SURVEY CONTROL
 LX3271
 LX3271.No superseded survey control is available for this station.
 LX3271
 LX3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM126118(NAD 83)
 LX3271_MARKER: DD = SURVEY DISK
 LX3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3271_SP_SET: CONCRETE POST
 LX3271_STAMPING: B 2249
 LX3271_MARK LOGO: CTDT  
 LX3271_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3271+STABILITY: SURFACE MOTION
 LX3271
 LX3271  HISTORY     - Date     Condition        Report By
 LX3271  HISTORY     - UNK      MONUMENTED       CTDT
 LX3271  HISTORY     - 1986     GOOD             NGS
 LX3271
 LX3271                          STATION DESCRIPTION
 LX3271
 LX3271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3271'12.8 KM (7.95 MI) NW FROM COLCHESTER.
 LX3271'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3271'COLCHESTER, THENCE 9.9 KM (6.15 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3271'THE MARK ON THE RIGHT, 7.04 METERS (23.1 FT) NORTHEAST OF THE
 LX3271'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 13.59 METERS (44.6
 LX3271'FT) NORTHWEST OF THE NORTHWEST END OF A WIRE CABLE GUARDRAIL.
 LX3271'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3269 ***********************************************************************
 LX3269  DESIGNATION -  B 2256
 LX3269  PID         -  LX3269
 LX3269  STATE/COUNTY-  CT/HARTFORD
 LX3269  USGS QUAD   -  MOODUS (1984)
 LX3269
 LX3269                         *CURRENT SURVEY CONTROL
 LX3269  ___________________________________________________________________
 LX3269* NAD 83(1986)-  41 37 13.     (N)    072 26 10.     (W)     SCALED    
 LX3269* NAVD 88     -        89.561  (meters)     293.83   (feet)  ADJUSTED  
 LX3269  ___________________________________________________________________
 LX3269  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3269  DYNAMIC HT  -          89.531 (meters)     293.74  (feet)  COMP
 LX3269  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LX3269
 LX3269  VERT ORDER  -  FIRST     CLASS II
 LX3269
 LX3269.The horizontal coordinates were scaled from a topographic map and have
 LX3269.an estimated accuracy of +/- 6 seconds.
 LX3269
 LX3269.The orthometric height was determined by differential leveling
 LX3269.and adjusted by the National Geodetic Survey in June 1991..
 LX3269
 LX3269.The geoid height was determined by GEOID03.
 LX3269
 LX3269.The dynamic height is computed by dividing the NAVD 88
 LX3269.geopotential number by the normal gravity value computed on the
 LX3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3269.degrees latitude (g = 980.6199 gals.).
 LX3269
 LX3269.The modeled gravity was interpolated from observed gravity values.
 LX3269
 LX3269;                    North         East    Units  Estimated Accuracy
 LX3269;SPC CT       -   239,850.      330,960.      MT  (+/- 180 meters Scaled)
 LX3269
 LX3269                          SUPERSEDED SURVEY CONTROL
 LX3269
 LX3269.No superseded survey control is available for this station.
 LX3269
 LX3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM136107(NAD 83)
 LX3269_MARKER: DD = SURVEY DISK
 LX3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3269_SP_SET: CONCRETE POST
 LX3269_STAMPING: B 2256
 LX3269_MARK LOGO: CTDT  
 LX3269_PROJECTION: FLUSH
 LX3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3269+STABILITY: SURFACE MOTION
 LX3269
 LX3269  HISTORY     - Date     Condition        Report By
 LX3269  HISTORY     - UNK      MONUMENTED       CTDT
 LX3269  HISTORY     - 1986     GOOD             NGS
 LX3269
 LX3269                          STATION DESCRIPTION
 LX3269
 LX3269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3269'11.5 KM (7.15 MI) NW FROM COLCHESTER.
 LX3269'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3269'COLCHESTER, THENCE 8.6 KM (5.35 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3269'THE MARK ON THE RIGHT, 7.01 METERS (23.0 FT) EAST OF THE CENTERLINE OF
 LX3269'THE NORTHBOUND LANES OF THE HIGHWAY, 16.30 METERS (53.5 FT) NORTH OF
 LX3269'THE SOUTH END OF A WIRE CABLE GUARDRAIL.
 LX3269'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3268 ***********************************************************************
 LX3268  DESIGNATION -  B 2258
 LX3268  PID         -  LX3268
 LX3268  STATE/COUNTY-  CT/HARTFORD
 LX3268  USGS QUAD   -  MOODUS (1984)
 LX3268
 LX3268                         *CURRENT SURVEY CONTROL
 LX3268  ___________________________________________________________________
 LX3268* NAD 83(1986)-  41 36 57.     (N)    072 26 05.     (W)     SCALED    
 LX3268* NAVD 88     -        84.132  (meters)     276.02   (feet)  ADJUSTED  
 LX3268  ___________________________________________________________________
 LX3268  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX3268  DYNAMIC HT  -          84.104 (meters)     275.93  (feet)  COMP
 LX3268  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX3268
 LX3268  VERT ORDER  -  FIRST     CLASS II
 LX3268
 LX3268.The horizontal coordinates were scaled from a topographic map and have
 LX3268.an estimated accuracy of +/- 6 seconds.
 LX3268
 LX3268.The orthometric height was determined by differential leveling
 LX3268.and adjusted by the National Geodetic Survey in June 1991..
 LX3268
 LX3268.The geoid height was determined by GEOID03.
 LX3268
 LX3268.The dynamic height is computed by dividing the NAVD 88
 LX3268.geopotential number by the normal gravity value computed on the
 LX3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3268.degrees latitude (g = 980.6199 gals.).
 LX3268
 LX3268.The modeled gravity was interpolated from observed gravity values.
 LX3268
 LX3268;                    North         East    Units  Estimated Accuracy
 LX3268;SPC CT       -   239,350.      331,080.      MT  (+/- 180 meters Scaled)
 LX3268
 LX3268                          SUPERSEDED SURVEY CONTROL
 LX3268
 LX3268.No superseded survey control is available for this station.
 LX3268
 LX3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM137103(NAD 83)
 LX3268_MARKER: DD = SURVEY DISK
 LX3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3268_SP_SET: CONCRETE POST
 LX3268_STAMPING: B 2258
 LX3268_MARK LOGO: CTDT  
 LX3268_PROJECTION: RECESSED 12 CENTIMETERS
 LX3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3268+STABILITY: SURFACE MOTION
 LX3268
 LX3268  HISTORY     - Date     Condition        Report By
 LX3268  HISTORY     - UNK      MONUMENTED       CTDT
 LX3268  HISTORY     - 1986     GOOD             NGS
 LX3268
 LX3268                          STATION DESCRIPTION
 LX3268
 LX3268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3268'10.9 KM (6.8 MI) NW FROM COLCHESTER.
 LX3268'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3268'COLCHESTER, THENCE 8.0 KM (5.0 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3268'THE MARK ON THE RIGHT, 8.26 METERS (27.1 FT) EAST OF THE CENTERLINE OF
 LX3268'THE NORTHNOUND LANES OF THE HIGHWAY, 9.02 METERS (29.6 FT) WEST OF A
 LX3268'6-INCH PINE TREE, 3.84 METERS (12.6 FT) NORTHWEST OF THE NORTHWEST
 LX3268'CORNER OF A CATCH BASIN.
 LX3268'THE MARK IS 0.12 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3267 ***********************************************************************
 LX3267  DESIGNATION -  B 2259
 LX3267  PID         -  LX3267
 LX3267  STATE/COUNTY-  CT/HARTFORD
 LX3267  USGS QUAD   -  MOODUS (1984)
 LX3267
 LX3267                         *CURRENT SURVEY CONTROL
 LX3267  ___________________________________________________________________
 LX3267* NAD 83(1986)-  41 36 49.     (N)    072 26 02.     (W)     SCALED    
 LX3267* NAVD 88     -        81.764  (meters)     268.25   (feet)  ADJUSTED  
 LX3267  ___________________________________________________________________
 LX3267  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3267  DYNAMIC HT  -          81.737 (meters)     268.17  (feet)  COMP
 LX3267  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX3267
 LX3267  VERT ORDER  -  FIRST     CLASS II
 LX3267
 LX3267.The horizontal coordinates were scaled from a topographic map and have
 LX3267.an estimated accuracy of +/- 6 seconds.
 LX3267
 LX3267.The orthometric height was determined by differential leveling
 LX3267.and adjusted by the National Geodetic Survey in June 1991..
 LX3267
 LX3267.The geoid height was determined by GEOID03.
 LX3267
 LX3267.The dynamic height is computed by dividing the NAVD 88
 LX3267.geopotential number by the normal gravity value computed on the
 LX3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3267.degrees latitude (g = 980.6199 gals.).
 LX3267
 LX3267.The modeled gravity was interpolated from observed gravity values.
 LX3267
 LX3267;                    North         East    Units  Estimated Accuracy
 LX3267;SPC CT       -   239,110.      331,150.      MT  (+/- 180 meters Scaled)
 LX3267
 LX3267                          SUPERSEDED SURVEY CONTROL
 LX3267
 LX3267.No superseded survey control is available for this station.
 LX3267
 LX3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM138100(NAD 83)
 LX3267_MARKER: DD = SURVEY DISK
 LX3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3267_SP_SET: CONCRETE POST
 LX3267_STAMPING: B 2259
 LX3267_MARK LOGO: CTDT  
 LX3267_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3267+STABILITY: SURFACE MOTION
 LX3267
 LX3267  HISTORY     - Date     Condition        Report By
 LX3267  HISTORY     - UNK      MONUMENTED       CTDT
 LX3267  HISTORY     - 1986     GOOD             NGS
 LX3267
 LX3267                          STATION DESCRIPTION
 LX3267
 LX3267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3267'10.7 KM (6.65 MI) NW FROM COLCHESTER.
 LX3267'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3267'COLCHESTER, THENCE 7.8 KM (4.85 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3267'THE MARK ON THE RIGHT, 7.74 METERS (25.4 FT) EAST OF THE CENTERLINE OF
 LX3267'THE NORTHBOUND LANES OF THE HIGHWAY, 12.71 METERS (41.7 FT) NORTHWEST
 LX3267'OF THE NORTHEAST CORNER OF A CATCH BASIN, 0.91 METER (3.0 FT) EAST OF
 LX3267'THE EAST CURB OF THE HIGHWAY.
 LX3267'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3266 ***********************************************************************
 LX3266  DESIGNATION -  B 2260
 LX3266  PID         -  LX3266
 LX3266  STATE/COUNTY-  CT/HARTFORD
 LX3266  USGS QUAD   -  MOODUS (1984)
 LX3266
 LX3266                         *CURRENT SURVEY CONTROL
 LX3266  ___________________________________________________________________
 LX3266* NAD 83(1986)-  41 36 41.     (N)    072 26 01.     (W)     SCALED    
 LX3266* NAVD 88     -        79.747  (meters)     261.64   (feet)  ADJUSTED  
 LX3266  ___________________________________________________________________
 LX3266  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3266  DYNAMIC HT  -          79.720 (meters)     261.55  (feet)  COMP
 LX3266  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX3266
 LX3266  VERT ORDER  -  FIRST     CLASS II
 LX3266
 LX3266.The horizontal coordinates were scaled from a topographic map and have
 LX3266.an estimated accuracy of +/- 6 seconds.
 LX3266
 LX3266.The orthometric height was determined by differential leveling
 LX3266.and adjusted by the National Geodetic Survey in June 1991..
 LX3266
 LX3266.The geoid height was determined by GEOID03.
 LX3266
 LX3266.The dynamic height is computed by dividing the NAVD 88
 LX3266.geopotential number by the normal gravity value computed on the
 LX3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3266.degrees latitude (g = 980.6199 gals.).
 LX3266
 LX3266.The modeled gravity was interpolated from observed gravity values.
 LX3266
 LX3266;                    North         East    Units  Estimated Accuracy
 LX3266;SPC CT       -   238,860.      331,170.      MT  (+/- 180 meters Scaled)
 LX3266
 LX3266                          SUPERSEDED SURVEY CONTROL
 LX3266
 LX3266.No superseded survey control is available for this station.
 LX3266
 LX3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM138098(NAD 83)
 LX3266_MARKER: DD = SURVEY DISK
 LX3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3266_SP_SET: CONCRETE POST
 LX3266_STAMPING: B 2260
 LX3266_MARK LOGO: CTDT  
 LX3266_PROJECTION: FLUSH
 LX3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3266+STABILITY: SURFACE MOTION
 LX3266
 LX3266  HISTORY     - Date     Condition        Report By
 LX3266  HISTORY     - UNK      MONUMENTED       CTDT
 LX3266  HISTORY     - 1986     GOOD             NGS
 LX3266
 LX3266                          STATION DESCRIPTION
 LX3266
 LX3266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3266'10.5 KM (6.5 MI) NW FROM COLCHESTER.
 LX3266'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3266'COLCHESTER, THENCE 7.6 KM (4.7 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3266'THE MARK ON THE RIGHT, 7.59 METERS (24.9 FT) EAST OF THE CENTERLINE OF
 LX3266'THE NORTHBOUND LANES OF THE HIGHWAY, 24.29 METERS (79.7 FT) SOUTH OF
 LX3266'THE SOUTHEAST CORNER OF A CATCH BASIN, 8.62 METERS (28.3 FT) SOUTHWEST
 LX3266'OF THE SOUTH CORNER OF A CULVERT.
 LX3266'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3265 ***********************************************************************
 LX3265  DESIGNATION -  B 2263
 LX3265  PID         -  LX3265
 LX3265  STATE/COUNTY-  CT/HARTFORD
 LX3265  USGS QUAD   -  MOODUS (1984)
 LX3265
 LX3265                         *CURRENT SURVEY CONTROL
 LX3265  ___________________________________________________________________
 LX3265* NAD 83(1986)-  41 36 26.     (N)    072 25 38.     (W)     SCALED    
 LX3265* NAVD 88     -        68.918  (meters)     226.11   (feet)  ADJUSTED  
 LX3265  ___________________________________________________________________
 LX3265  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3265  DYNAMIC HT  -          68.895 (meters)     226.03  (feet)  COMP
 LX3265  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX3265
 LX3265  VERT ORDER  -  FIRST     CLASS II
 LX3265
 LX3265.The horizontal coordinates were scaled from a topographic map and have
 LX3265.an estimated accuracy of +/- 6 seconds.
 LX3265
 LX3265.The orthometric height was determined by differential leveling
 LX3265.and adjusted by the National Geodetic Survey in June 1991..
 LX3265
 LX3265.The geoid height was determined by GEOID03.
 LX3265
 LX3265.The dynamic height is computed by dividing the NAVD 88
 LX3265.geopotential number by the normal gravity value computed on the
 LX3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3265.degrees latitude (g = 980.6199 gals.).
 LX3265
 LX3265.The modeled gravity was interpolated from observed gravity values.
 LX3265
 LX3265;                    North         East    Units  Estimated Accuracy
 LX3265;SPC CT       -   238,400.      331,710.      MT  (+/- 180 meters Scaled)
 LX3265
 LX3265                          SUPERSEDED SURVEY CONTROL
 LX3265
 LX3265.No superseded survey control is available for this station.
 LX3265
 LX3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM143093(NAD 83)
 LX3265_MARKER: DD = SURVEY DISK
 LX3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3265_SP_SET: CONCRETE POST
 LX3265_STAMPING: B 2263
 LX3265_MARK LOGO: CTDT  
 LX3265_PROJECTION: PROJECTING 18 CENTIMETERS
 LX3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3265+STABILITY: SURFACE MOTION
 LX3265
 LX3265  HISTORY     - Date     Condition        Report By
 LX3265  HISTORY     - UNK      MONUMENTED       CTDT
 LX3265  HISTORY     - 1986     GOOD             NGS
 LX3265
 LX3265                          STATION DESCRIPTION
 LX3265
 LX3265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3265'9.7 KM (6.0 MI) NW FROM COLCHESTER.
 LX3265'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3265'COLCHESTER, THENCE 6.8 KM (4.25 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3265'THE MARK ON THE RIGHT, 8.23 METERS (27.0 FT) NORTHEAST OF THE
 LX3265'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 27.46 METERS (90.1
 LX3265'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CATCH BASIN, 24.23
 LX3265'METERS (79.5 FT) SOUTHWEST OF THE WEST LEG OF A SIGN READING (EXIT
 LX3265'15 MARLBOROUGH BUSINESS ROUTE).
 LX3265'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3264 ***********************************************************************
 LX3264  DESIGNATION -  B 2264
 LX3264  PID         -  LX3264
 LX3264  STATE/COUNTY-  CT/HARTFORD
 LX3264  USGS QUAD   -  MOODUS (1984)
 LX3264
 LX3264                         *CURRENT SURVEY CONTROL
 LX3264  ___________________________________________________________________
 LX3264* NAD 83(1986)-  41 36 22.     (N)    072 25 29.     (W)     SCALED    
 LX3264* NAVD 88     -        61.433  (meters)     201.55   (feet)  ADJUSTED  
 LX3264  ___________________________________________________________________
 LX3264  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX3264  DYNAMIC HT  -          61.412 (meters)     201.48  (feet)  COMP
 LX3264  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX3264
 LX3264  VERT ORDER  -  FIRST     CLASS II
 LX3264
 LX3264.The horizontal coordinates were scaled from a topographic map and have
 LX3264.an estimated accuracy of +/- 6 seconds.
 LX3264
 LX3264.The orthometric height was determined by differential leveling
 LX3264.and adjusted by the National Geodetic Survey in June 1991..
 LX3264
 LX3264.The geoid height was determined by GEOID03.
 LX3264
 LX3264.The dynamic height is computed by dividing the NAVD 88
 LX3264.geopotential number by the normal gravity value computed on the
 LX3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3264.degrees latitude (g = 980.6199 gals.).
 LX3264
 LX3264.The modeled gravity was interpolated from observed gravity values.
 LX3264
 LX3264;                    North         East    Units  Estimated Accuracy
 LX3264;SPC CT       -   238,280.      331,920.      MT  (+/- 180 meters Scaled)
 LX3264
 LX3264                          SUPERSEDED SURVEY CONTROL
 LX3264
 LX3264.No superseded survey control is available for this station.
 LX3264
 LX3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM145092(NAD 83)
 LX3264_MARKER: DD = SURVEY DISK
 LX3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3264_SP_SET: CONCRETE POST
 LX3264_STAMPING: B 2264
 LX3264_MARK LOGO: CTDT  
 LX3264_PROJECTION: PROJECTING 12 CENTIMETERS
 LX3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3264+STABILITY: SURFACE MOTION
 LX3264
 LX3264  HISTORY     - Date     Condition        Report By
 LX3264  HISTORY     - UNK      MONUMENTED       CTDT
 LX3264  HISTORY     - 1986     GOOD             NGS
 LX3264
 LX3264                          STATION DESCRIPTION
 LX3264
 LX3264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3264'9.5 KM (5.9 MI) NW FROM COLCHESTER.
 LX3264'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3264'COLCHESTER, THENCE 6.6 KM (4.1 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3264'THE MARK ON THE RIGHT, 7.83 METERS (25.7 FT) EAST OF THE CENTERLINE OF
 LX3264'THE NORTHBOUND LANES OF THE HIGHWAY, 14.20 METERS (46.6 FT) SOUTH OF
 LX3264'THE SOUTHEAST METAL CORNER OF A CATCH BASIN, 0.97 METER (3.2 FT) EAST
 LX3264'OF THE EAST CURB OF THE HIGHWAY.
 LX3264'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3263 ***********************************************************************
 LX3263  DESIGNATION -  B 2269
 LX3263  PID         -  LX3263
 LX3263  STATE/COUNTY-  CT/HARTFORD
 LX3263  USGS QUAD   -  MOODUS (1984)
 LX3263
 LX3263                         *CURRENT SURVEY CONTROL
 LX3263  ___________________________________________________________________
 LX3263* NAD 83(1986)-  41 36 06.     (N)    072 25 08.     (W)     SCALED    
 LX3263* NAVD 88     -        55.477  (meters)     182.01   (feet)  ADJUSTED  
 LX3263  ___________________________________________________________________
 LX3263  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX3263  DYNAMIC HT  -          55.458 (meters)     181.95  (feet)  COMP
 LX3263  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX3263
 LX3263  VERT ORDER  -  FIRST     CLASS II
 LX3263
 LX3263.The horizontal coordinates were scaled from a topographic map and have
 LX3263.an estimated accuracy of +/- 6 seconds.
 LX3263
 LX3263.The orthometric height was determined by differential leveling
 LX3263.and adjusted by the National Geodetic Survey in June 1991..
 LX3263
 LX3263.The geoid height was determined by GEOID03.
 LX3263
 LX3263.The dynamic height is computed by dividing the NAVD 88
 LX3263.geopotential number by the normal gravity value computed on the
 LX3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3263.degrees latitude (g = 980.6199 gals.).
 LX3263
 LX3263.The modeled gravity was interpolated from observed gravity values.
 LX3263
 LX3263;                    North         East    Units  Estimated Accuracy
 LX3263;SPC CT       -   237,780.      332,400.      MT  (+/- 180 meters Scaled)
 LX3263
 LX3263                          SUPERSEDED SURVEY CONTROL
 LX3263
 LX3263.No superseded survey control is available for this station.
 LX3263
 LX3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM150087(NAD 83)
 LX3263_MARKER: DD = SURVEY DISK
 LX3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3263_SP_SET: CONCRETE POST
 LX3263_STAMPING: B 2269
 LX3263_MARK LOGO: CTDT  
 LX3263_PROJECTION: RECESSED 6 CENTIMETERS
 LX3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3263+STABILITY: SURFACE MOTION
 LX3263
 LX3263  HISTORY     - Date     Condition        Report By
 LX3263  HISTORY     - UNK      MONUMENTED       CTDT
 LX3263  HISTORY     - 1986     GOOD             NGS
 LX3263
 LX3263                          STATION DESCRIPTION
 LX3263
 LX3263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3263'8.8 KM (5.45 MI) NW FROM COLCHESTER.
 LX3263'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3263'COLCHESTER, THENCE 5.9 KM (3.65 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3263'THE MARK ON THE RIGHT, 7.16 METERS (23.5 FT) EAST OF THE CENTERLINE OF
 LX3263'THE NORTHBOUND LANES OF THE HIGHWAY, 53.55 METERS (175.7 FT) SOUTH OF
 LX3263'THE SOUTH END OF A GUARDRAIL, 47.76 METERS (156.7 FT) NORTH OF THE
 LX3263'NORTHEAST METAL CORNER OF A CATCH BASIN.
 LX3263'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3262 ***********************************************************************
 LX3262  DESIGNATION -  B 2270
 LX3262  PID         -  LX3262
 LX3262  STATE/COUNTY-  CT/HARTFORD
 LX3262  USGS QUAD   -  MOODUS (1984)
 LX3262
 LX3262                         *CURRENT SURVEY CONTROL
 LX3262  ___________________________________________________________________
 LX3262* NAD 83(1986)-  41 35 56.     (N)    072 25 04.     (W)     SCALED    
 LX3262* NAVD 88     -        61.189  (meters)     200.75   (feet)  ADJUSTED  
 LX3262  ___________________________________________________________________
 LX3262  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX3262  DYNAMIC HT  -          61.168 (meters)     200.68  (feet)  COMP
 LX3262  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LX3262
 LX3262  VERT ORDER  -  FIRST     CLASS II
 LX3262
 LX3262.The horizontal coordinates were scaled from a topographic map and have
 LX3262.an estimated accuracy of +/- 6 seconds.
 LX3262
 LX3262.The orthometric height was determined by differential leveling
 LX3262.and adjusted by the National Geodetic Survey in June 1991..
 LX3262
 LX3262.The geoid height was determined by GEOID03.
 LX3262
 LX3262.The dynamic height is computed by dividing the NAVD 88
 LX3262.geopotential number by the normal gravity value computed on the
 LX3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3262.degrees latitude (g = 980.6199 gals.).
 LX3262
 LX3262.The modeled gravity was interpolated from observed gravity values.
 LX3262
 LX3262;                    North         East    Units  Estimated Accuracy
 LX3262;SPC CT       -   237,480.      332,500.      MT  (+/- 180 meters Scaled)
 LX3262
 LX3262                          SUPERSEDED SURVEY CONTROL
 LX3262
 LX3262.No superseded survey control is available for this station.
 LX3262
 LX3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM152084(NAD 83)
 LX3262_MARKER: DD = SURVEY DISK
 LX3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3262_SP_SET: CONCRETE POST
 LX3262_STAMPING: B 2270
 LX3262_MARK LOGO: CTDT  
 LX3262_PROJECTION: RECESSED 6 CENTIMETERS
 LX3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3262+STABILITY: SURFACE MOTION
 LX3262
 LX3262  HISTORY     - Date     Condition        Report By
 LX3262  HISTORY     - UNK      MONUMENTED       CTDT
 LX3262  HISTORY     - 1986     GOOD             NGS
 LX3262
 LX3262                          STATION DESCRIPTION
 LX3262
 LX3262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3262'8.4 KM (5.25 MI) NW FROM COLCHESTER.
 LX3262'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3262'COLCHESTER, THENCE 5.5 KM (3.45 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3262'THE MARK ON THE RIGHT, 7.71 METERS (25.3 FT) EAST OF THE CENTERLINE OF
 LX3262'THE NORTHBOUND LANES OF THE HIGHWAY, 22.55 METERS (74.0 FT) SOUTHEAST
 LX3262'OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A CATCH BASIN,
 LX3262'11.12 METERS (36.5 FT) NORTH OF THE SOUTH END OF A WIRE CABLE
 LX3262'GUARDRAIL, 0.85 METER (2.8 FT) EAST OF THE EAST CURB OF THE HIGHWAY.
 LX3262'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3261 ***********************************************************************
 LX3261  DESIGNATION -  B 2271
 LX3261  PID         -  LX3261
 LX3261  STATE/COUNTY-  CT/HARTFORD
 LX3261  USGS QUAD   -  MOODUS (1984)
 LX3261
 LX3261                         *CURRENT SURVEY CONTROL
 LX3261  ___________________________________________________________________
 LX3261* NAD 83(1986)-  41 35 49.     (N)    072 25 00.     (W)     SCALED    
 LX3261* NAVD 88     -        71.209  (meters)     233.62   (feet)  ADJUSTED  
 LX3261  ___________________________________________________________________
 LX3261  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX3261  DYNAMIC HT  -          71.185 (meters)     233.55  (feet)  COMP
 LX3261  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX3261
 LX3261  VERT ORDER  -  FIRST     CLASS II
 LX3261
 LX3261.The horizontal coordinates were scaled from a topographic map and have
 LX3261.an estimated accuracy of +/- 6 seconds.
 LX3261
 LX3261.The orthometric height was determined by differential leveling
 LX3261.and adjusted by the National Geodetic Survey in June 1991..
 LX3261
 LX3261.The geoid height was determined by GEOID03.
 LX3261
 LX3261.The dynamic height is computed by dividing the NAVD 88
 LX3261.geopotential number by the normal gravity value computed on the
 LX3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3261.degrees latitude (g = 980.6199 gals.).
 LX3261
 LX3261.The modeled gravity was interpolated from observed gravity values.
 LX3261
 LX3261;                    North         East    Units  Estimated Accuracy
 LX3261;SPC CT       -   237,260.      332,590.      MT  (+/- 180 meters Scaled)
 LX3261
 LX3261                          SUPERSEDED SURVEY CONTROL
 LX3261
 LX3261.No superseded survey control is available for this station.
 LX3261
 LX3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM152082(NAD 83)
 LX3261_MARKER: DD = SURVEY DISK
 LX3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3261_SP_SET: CONCRETE POST
 LX3261_STAMPING: B 2271
 LX3261_MARK LOGO: CTDT  
 LX3261_PROJECTION: FLUSH
 LX3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3261+STABILITY: SURFACE MOTION
 LX3261
 LX3261  HISTORY     - Date     Condition        Report By
 LX3261  HISTORY     - UNK      MONUMENTED       CTDT
 LX3261  HISTORY     - 1986     GOOD             NGS
 LX3261
 LX3261                          STATION DESCRIPTION
 LX3261
 LX3261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3261'8.2 KM (5.1 MI) NW FROM COLCHESTER.
 LX3261'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3261'COLCHESTER, THENCE 5.3 KM (3.3 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3261'THE MARK ON THE RIGHT, 7.59 METERS (24.9 FT) EAST OF THE CENTERLINE OF
 LX3261'THE NORTHBOUND LANES OF THE HIGHWAY, 32.03 METERS (105.1 FT) SOUTH OF
 LX3261'THE SOUTHEAST METAL CORNER OF A CATCH BASIN, 0.76 METER (2.5 MI) EAST
 LX3261'OF THE EAST CURB OF THE HIGHWAY.
 LX3261'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3260 ***********************************************************************
 LX3260  DESIGNATION -  B 2272
 LX3260  PID         -  LX3260
 LX3260  STATE/COUNTY-  CT/HARTFORD
 LX3260  USGS QUAD   -  MOODUS (1984)
 LX3260
 LX3260                         *CURRENT SURVEY CONTROL
 LX3260  ___________________________________________________________________
 LX3260* NAD 83(1986)-  41 35 40.     (N)    072 24 56.     (W)     SCALED    
 LX3260* NAVD 88     -        85.201  (meters)     279.53   (feet)  ADJUSTED  
 LX3260  ___________________________________________________________________
 LX3260  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX3260  DYNAMIC HT  -          85.172 (meters)     279.44  (feet)  COMP
 LX3260  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 LX3260
 LX3260  VERT ORDER  -  FIRST     CLASS II
 LX3260
 LX3260.The horizontal coordinates were scaled from a topographic map and have
 LX3260.an estimated accuracy of +/- 6 seconds.
 LX3260
 LX3260.The orthometric height was determined by differential leveling
 LX3260.and adjusted by the National Geodetic Survey in June 1991..
 LX3260
 LX3260.The geoid height was determined by GEOID03.
 LX3260
 LX3260.The dynamic height is computed by dividing the NAVD 88
 LX3260.geopotential number by the normal gravity value computed on the
 LX3260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3260.degrees latitude (g = 980.6199 gals.).
 LX3260
 LX3260.The modeled gravity was interpolated from observed gravity values.
 LX3260
 LX3260;                    North         East    Units  Estimated Accuracy
 LX3260;SPC CT       -   236,980.      332,680.      MT  (+/- 180 meters Scaled)
 LX3260
 LX3260                          SUPERSEDED SURVEY CONTROL
 LX3260
 LX3260.No superseded survey control is available for this station.
 LX3260
 LX3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM154079(NAD 83)
 LX3260_MARKER: DD = SURVEY DISK
 LX3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3260_SP_SET: CONCRETE POST
 LX3260_STAMPING: B 2272
 LX3260_MARK LOGO: CTDT  
 LX3260_PROJECTION: FLUSH
 LX3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3260+STABILITY: SURFACE MOTION
 LX3260
 LX3260  HISTORY     - Date     Condition        Report By
 LX3260  HISTORY     - UNK      MONUMENTED       CTDT
 LX3260  HISTORY     - 1986     GOOD             NGS
 LX3260
 LX3260                          STATION DESCRIPTION
 LX3260
 LX3260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3260'7.9 KM (4.9 MI) NW FROM COLCHESTER.
 LX3260'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3260'COLCHESTER, THENCE 4.9 KM (3.1 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3260'THE MARK ON THE RIGHT, 7.65 METERS (25.1 FT) EAST OF THE CENTERLINE OF
 LX3260'THE NORTHBOUND LANES OF THE HIGHWAY, 0.88 METER (2.9 FT) EAST OF THE
 LX3260'EAST CURB OF THE HIGHWAY.
 LX3260'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3259 ***********************************************************************
 LX3259  DESIGNATION -  B 2273
 LX3259  PID         -  LX3259
 LX3259  STATE/COUNTY-  CT/NEW LONDON
 LX3259  USGS QUAD   -  MOODUS (1984)
 LX3259
 LX3259                         *CURRENT SURVEY CONTROL
 LX3259  ___________________________________________________________________
 LX3259* NAD 83(1986)-  41 35 35.     (N)    072 24 53.     (W)     SCALED    
 LX3259* NAVD 88     -        92.510  (meters)     303.51   (feet)  ADJUSTED  
 LX3259  ___________________________________________________________________
 LX3259  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX3259  DYNAMIC HT  -          92.479 (meters)     303.41  (feet)  COMP
 LX3259  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 LX3259
 LX3259  VERT ORDER  -  FIRST     CLASS II
 LX3259
 LX3259.The horizontal coordinates were scaled from a topographic map and have
 LX3259.an estimated accuracy of +/- 6 seconds.
 LX3259
 LX3259.The orthometric height was determined by differential leveling
 LX3259.and adjusted by the National Geodetic Survey in June 1991..
 LX3259
 LX3259.The geoid height was determined by GEOID03.
 LX3259
 LX3259.The dynamic height is computed by dividing the NAVD 88
 LX3259.geopotential number by the normal gravity value computed on the
 LX3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3259.degrees latitude (g = 980.6199 gals.).
 LX3259
 LX3259.The modeled gravity was interpolated from observed gravity values.
 LX3259
 LX3259;                    North         East    Units  Estimated Accuracy
 LX3259;SPC CT       -   236,830.      332,750.      MT  (+/- 180 meters Scaled)
 LX3259
 LX3259                          SUPERSEDED SURVEY CONTROL
 LX3259
 LX3259.No superseded survey control is available for this station.
 LX3259
 LX3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM154078(NAD 83)
 LX3259_MARKER: DD = SURVEY DISK
 LX3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3259_SP_SET: CONCRETE POST
 LX3259_STAMPING: B 2273
 LX3259_MARK LOGO: CTDT  
 LX3259_PROJECTION: FLUSH
 LX3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3259+STABILITY: SURFACE MOTION
 LX3259
 LX3259  HISTORY     - Date     Condition        Report By
 LX3259  HISTORY     - UNK      MONUMENTED       CTDT
 LX3259  HISTORY     - 1986     GOOD             NGS
 LX3259
 LX3259                          STATION DESCRIPTION
 LX3259
 LX3259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3259'7.7 KM (4.8 MI) NW FROM COLCHESTER.
 LX3259'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3259'COLCHESTER, THENCE 4.8 KM (3.0 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3259'THE MARK ON THE RIGHT, 6.98 METERS (22.9 FT) EAST OF THE CENTERLINE OF
 LX3259'THE NORTHBOUND LANES OF THE HIGHWAY, 24.08 METERS (79.0 FT) SOUTH OF
 LX3259'THE WEST LEG OF MARLBOROUGH TOWN LINE SIGN, 3.05 METERS (10.0 FT)
 LX3259'SOUTH OF THE CENTER OF A DOUBLE CATCH BASIN.
 LX3259'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3258 ***********************************************************************
 LX3258  DESIGNATION -  B 2274
 LX3258  PID         -  LX3258
 LX3258  STATE/COUNTY-  CT/NEW LONDON
 LX3258  USGS QUAD   -  MOODUS (1984)
 LX3258
 LX3258                         *CURRENT SURVEY CONTROL
 LX3258  ___________________________________________________________________
 LX3258* NAD 83(1986)-  41 35 31.     (N)    072 24 49.     (W)     SCALED    
 LX3258* NAVD 88     -        97.661  (meters)     320.41   (feet)  ADJUSTED  
 LX3258  ___________________________________________________________________
 LX3258  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3258  DYNAMIC HT  -          97.628 (meters)     320.30  (feet)  COMP
 LX3258  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX3258
 LX3258  VERT ORDER  -  FIRST     CLASS II
 LX3258
 LX3258.The horizontal coordinates were scaled from a topographic map and have
 LX3258.an estimated accuracy of +/- 6 seconds.
 LX3258
 LX3258.The orthometric height was determined by differential leveling
 LX3258.and adjusted by the National Geodetic Survey in June 1991..
 LX3258
 LX3258.The geoid height was determined by GEOID03.
 LX3258
 LX3258.The dynamic height is computed by dividing the NAVD 88
 LX3258.geopotential number by the normal gravity value computed on the
 LX3258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3258.degrees latitude (g = 980.6199 gals.).
 LX3258
 LX3258.The modeled gravity was interpolated from observed gravity values.
 LX3258
 LX3258;                    North         East    Units  Estimated Accuracy
 LX3258;SPC CT       -   236,710.      332,850.      MT  (+/- 180 meters Scaled)
 LX3258
 LX3258                          SUPERSEDED SURVEY CONTROL
 LX3258
 LX3258.No superseded survey control is available for this station.
 LX3258
 LX3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM155077(NAD 83)
 LX3258_MARKER: DD = SURVEY DISK
 LX3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3258_SP_SET: CONCRETE POST
 LX3258_STAMPING: B 2274
 LX3258_MARK LOGO: CTDT  
 LX3258_PROJECTION: FLUSH
 LX3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3258+STABILITY: SURFACE MOTION
 LX3258
 LX3258  HISTORY     - Date     Condition        Report By
 LX3258  HISTORY     - UNK      MONUMENTED       CTDT
 LX3258  HISTORY     - 1986     GOOD             NGS
 LX3258
 LX3258                          STATION DESCRIPTION
 LX3258
 LX3258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3258'7.6 KM (4.7 MI) NW FROM COLCHESTER.
 LX3258'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3258'COLCHESTER, THENCE 4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3258'THE MARK ON THE RIGHT, 7.19 METERS (23.6 FT) EAST OF THE CENTERLINE OF
 LX3258'THE NORTHBOUND LANES OF THE HIGHWAY, 4.45 METERS (14.6 FT) SOUTHEAST
 LX3258'OF THE CENTER OF A DOUBLE CATCH BASIN, 0.43 METER (1.4 FT) EAST OF THE
 LX3258'EAST CURB OF THE HIGHWAY.
 LX3258'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3257 ***********************************************************************
 LX3257  DESIGNATION -  B 2275
 LX3257  PID         -  LX3257
 LX3257  STATE/COUNTY-  CT/NEW LONDON
 LX3257  USGS QUAD   -  MOODUS (1984)
 LX3257
 LX3257                         *CURRENT SURVEY CONTROL
 LX3257  ___________________________________________________________________
 LX3257* NAD 83(1986)-  41 35 28.     (N)    072 24 41.     (W)     SCALED    
 LX3257* NAVD 88     -       102.124  (meters)     335.05   (feet)  ADJUSTED  
 LX3257  ___________________________________________________________________
 LX3257  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3257  DYNAMIC HT  -         102.089 (meters)     334.94  (feet)  COMP
 LX3257  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX3257
 LX3257  VERT ORDER  -  FIRST     CLASS II
 LX3257
 LX3257.The horizontal coordinates were scaled from a topographic map and have
 LX3257.an estimated accuracy of +/- 6 seconds.
 LX3257
 LX3257.The orthometric height was determined by differential leveling
 LX3257.and adjusted by the National Geodetic Survey in June 1991..
 LX3257
 LX3257.The geoid height was determined by GEOID03.
 LX3257
 LX3257.The dynamic height is computed by dividing the NAVD 88
 LX3257.geopotential number by the normal gravity value computed on the
 LX3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3257.degrees latitude (g = 980.6199 gals.).
 LX3257
 LX3257.The modeled gravity was interpolated from observed gravity values.
 LX3257
 LX3257;                    North         East    Units  Estimated Accuracy
 LX3257;SPC CT       -   236,610.      333,030.      MT  (+/- 180 meters Scaled)
 LX3257
 LX3257                          SUPERSEDED SURVEY CONTROL
 LX3257
 LX3257.No superseded survey control is available for this station.
 LX3257
 LX3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM157076(NAD 83)
 LX3257_MARKER: DD = SURVEY DISK
 LX3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3257_SP_SET: CONCRETE POST
 LX3257_STAMPING: B 2275
 LX3257_MARK LOGO: CTDT  
 LX3257_PROJECTION: FLUSH
 LX3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3257+STABILITY: SURFACE MOTION
 LX3257
 LX3257  HISTORY     - Date     Condition        Report By
 LX3257  HISTORY     - UNK      MONUMENTED       CTDT
 LX3257  HISTORY     - 1986     GOOD             NGS
 LX3257
 LX3257                          STATION DESCRIPTION
 LX3257
 LX3257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3257'7.4 KM (4.6 MI) NW FROM COLCHESTER.
 LX3257'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3257'COLCHESTER, THENCE 4.5 KM (2.8 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3257'THE MARK ON THE RIGHT, 7.01 METERS (23.0 FT) NORTHEAST OF THE
 LX3257'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 40.12 METERS (131.6
 LX3257'FT) SOUTH EAST OF THE CENTER OF A DOUBLE CATCH BASIN, 0.24 METER (0.8
 LX3257'FT) NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY.
 LX3257'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3256 ***********************************************************************
 LX3256  DESIGNATION -  B 2276
 LX3256  PID         -  LX3256
 LX3256  STATE/COUNTY-  CT/NEW LONDON
 LX3256  USGS QUAD   -  MOODUS (1984)
 LX3256
 LX3256                         *CURRENT SURVEY CONTROL
 LX3256  ___________________________________________________________________
 LX3256* NAD 83(1986)-  41 35 25.     (N)    072 24 37.     (W)     SCALED    
 LX3256* NAVD 88     -       103.889  (meters)     340.84   (feet)  ADJUSTED  
 LX3256  ___________________________________________________________________
 LX3256  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3256  DYNAMIC HT  -         103.854 (meters)     340.73  (feet)  COMP
 LX3256  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX3256
 LX3256  VERT ORDER  -  FIRST     CLASS II
 LX3256
 LX3256.The horizontal coordinates were scaled from a topographic map and have
 LX3256.an estimated accuracy of +/- 6 seconds.
 LX3256
 LX3256.The orthometric height was determined by differential leveling
 LX3256.and adjusted by the National Geodetic Survey in June 1991..
 LX3256
 LX3256.The geoid height was determined by GEOID03.
 LX3256
 LX3256.The dynamic height is computed by dividing the NAVD 88
 LX3256.geopotential number by the normal gravity value computed on the
 LX3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3256.degrees latitude (g = 980.6199 gals.).
 LX3256
 LX3256.The modeled gravity was interpolated from observed gravity values.
 LX3256
 LX3256;                    North         East    Units  Estimated Accuracy
 LX3256;SPC CT       -   236,520.      333,130.      MT  (+/- 180 meters Scaled)
 LX3256
 LX3256                          SUPERSEDED SURVEY CONTROL
 LX3256
 LX3256.No superseded survey control is available for this station.
 LX3256
 LX3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM158075(NAD 83)
 LX3256_MARKER: DD = SURVEY DISK
 LX3256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3256_SP_SET: CONCRETE POST
 LX3256_STAMPING: B 2276
 LX3256_MARK LOGO: CTDT  
 LX3256_PROJECTION: FLUSH
 LX3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3256+STABILITY: SURFACE MOTION
 LX3256
 LX3256  HISTORY     - Date     Condition        Report By
 LX3256  HISTORY     - UNK      MONUMENTED       CTDT
 LX3256  HISTORY     - 1986     GOOD             NGS
 LX3256
 LX3256                          STATION DESCRIPTION
 LX3256
 LX3256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3256'7.2 KM (4.5 MI) NW FROM COLCHESTER.
 LX3256'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3256'COLCHESTER, THENCE 4.3 KM (2.7 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3256'THE MARK ON THE RIGHT, 7.16 METERS (23.5 FT) NORTH OF THE CENTERLINE
 LX3256'OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.30 METER (1.0 FT) NORTH OF
 LX3256'THE NORTH CURB OF THE HIGHWAY.
 LX3256'THE MARK IS 4.88 METERS  S FROM  A WITNESS POST
 LX3256'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3255 ***********************************************************************
 LX3255  DESIGNATION -  B 2277
 LX3255  PID         -  LX3255
 LX3255  STATE/COUNTY-  CT/NEW LONDON
 LX3255  USGS QUAD   -  MOODUS (1984)
 LX3255
 LX3255                         *CURRENT SURVEY CONTROL
 LX3255  ___________________________________________________________________
 LX3255* NAD 83(1986)-  41 35 25.     (N)    072 24 31.     (W)     SCALED    
 LX3255* NAVD 88     -       103.242  (meters)     338.72   (feet)  ADJUSTED  
 LX3255  ___________________________________________________________________
 LX3255  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3255  DYNAMIC HT  -         103.207 (meters)     338.61  (feet)  COMP
 LX3255  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX3255
 LX3255  VERT ORDER  -  FIRST     CLASS II
 LX3255
 LX3255.The horizontal coordinates were scaled from a topographic map and have
 LX3255.an estimated accuracy of +/- 6 seconds.
 LX3255
 LX3255.The orthometric height was determined by differential leveling
 LX3255.and adjusted by the National Geodetic Survey in June 1991..
 LX3255
 LX3255.The geoid height was determined by GEOID03.
 LX3255
 LX3255.The dynamic height is computed by dividing the NAVD 88
 LX3255.geopotential number by the normal gravity value computed on the
 LX3255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3255.degrees latitude (g = 980.6199 gals.).
 LX3255
 LX3255.The modeled gravity was interpolated from observed gravity values.
 LX3255
 LX3255;                    North         East    Units  Estimated Accuracy
 LX3255;SPC CT       -   236,520.      333,270.      MT  (+/- 180 meters Scaled)
 LX3255
 LX3255                          SUPERSEDED SURVEY CONTROL
 LX3255
 LX3255.No superseded survey control is available for this station.
 LX3255
 LX3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM159075(NAD 83)
 LX3255_MARKER: DD = SURVEY DISK
 LX3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3255_SP_SET: CONCRETE POST
 LX3255_STAMPING: B 2277
 LX3255_MARK LOGO: CTDT  
 LX3255_PROJECTION: PROJECTING 12 CENTIMETERS
 LX3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3255+STABILITY: SURFACE MOTION
 LX3255
 LX3255  HISTORY     - Date     Condition        Report By
 LX3255  HISTORY     - UNK      MONUMENTED       CTDT
 LX3255  HISTORY     - 1986     GOOD             NGS
 LX3255
 LX3255                          STATION DESCRIPTION
 LX3255
 LX3255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3255'7.1 KM (4.4 MI) NW FROM COLCHESTER.
 LX3255'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3255'COLCHESTER, THENCE 4.2 KM (2.6 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3255'THE MARK ON THE RIGHT, 7.56 METERS (24.8 FT) NORTH OF THE CENTERLINE
 LX3255'OF THE NORTHBOUND LANES OF THE HIGHWAY, 46.21 METERS (151.6 FT) EAST
 LX3255'OF THE WEST END OF A WIRE CABLE GUARDRAIL, 21.76 METERS 71.4 FT) WEST
 LX3255'OF THE NORTHWEST METAL CORNER OF A CATCH BASIN, 0.61 METER (2.0 FT)
 LX3255'NORTH OF THE NORTH CURB OF THE HIGHWAY.
 LX3255'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3254 ***********************************************************************
 LX3254  DESIGNATION -  B 2278
 LX3254  PID         -  LX3254
 LX3254  STATE/COUNTY-  CT/NEW LONDON
 LX3254  USGS QUAD   -  MOODUS (1984)
 LX3254
 LX3254                         *CURRENT SURVEY CONTROL
 LX3254  ___________________________________________________________________
 LX3254* NAD 83(1986)-  41 35 26.     (N)    072 24 19.     (W)     SCALED    
 LX3254* NAVD 88     -       106.122  (meters)     348.17   (feet)  ADJUSTED  
 LX3254  ___________________________________________________________________
 LX3254  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3254  DYNAMIC HT  -         106.086 (meters)     348.05  (feet)  COMP
 LX3254  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX3254
 LX3254  VERT ORDER  -  FIRST     CLASS II
 LX3254
 LX3254.The horizontal coordinates were scaled from a topographic map and have
 LX3254.an estimated accuracy of +/- 6 seconds.
 LX3254
 LX3254.The orthometric height was determined by differential leveling
 LX3254.and adjusted by the National Geodetic Survey in June 1991..
 LX3254
 LX3254.The geoid height was determined by GEOID03.
 LX3254
 LX3254.The dynamic height is computed by dividing the NAVD 88
 LX3254.geopotential number by the normal gravity value computed on the
 LX3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3254.degrees latitude (g = 980.6199 gals.).
 LX3254
 LX3254.The modeled gravity was interpolated from observed gravity values.
 LX3254
 LX3254;                    North         East    Units  Estimated Accuracy
 LX3254;SPC CT       -   236,550.      333,540.      MT  (+/- 180 meters Scaled)
 LX3254
 LX3254                          SUPERSEDED SURVEY CONTROL
 LX3254
 LX3254.No superseded survey control is available for this station.
 LX3254
 LX3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM162075(NAD 83)
 LX3254_MARKER: DD = SURVEY DISK
 LX3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3254_SP_SET: CONCRETE POST
 LX3254_STAMPING: B 2278
 LX3254_MARK LOGO: CTDT  
 LX3254_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3254+STABILITY: SURFACE MOTION
 LX3254
 LX3254  HISTORY     - Date     Condition        Report By
 LX3254  HISTORY     - UNK      MONUMENTED       CTDT
 LX3254  HISTORY     - 1986     GOOD             NGS
 LX3254
 LX3254                          STATION DESCRIPTION
 LX3254
 LX3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3254'6.8 KM (4.2 MI) NW FROM COLCHESTER.
 LX3254'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3254'COLCHESTER, THENCE 3.94 KM (2.45 MI) NORTHWEST ALONG STATE HIGHWAY 2
 LX3254'TO THE MARK ON THE RIGHT, 7.71 METERS (25.3 FT) NORTH OF THE
 LX3254'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 12.43 METERS (40.8
 LX3254'FT) WEST OF THE EAST END OFF A WIRE CABLE GUARDRAIL, 0.76 METER
 LX3254'(2.5 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY.
 LX3254'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3253 ***********************************************************************
 LX3253  DESIGNATION -  B 2279
 LX3253  PID         -  LX3253
 LX3253  STATE/COUNTY-  CT/NEW LONDON
 LX3253  USGS QUAD   -  MOODUS (1984)
 LX3253
 LX3253                         *CURRENT SURVEY CONTROL
 LX3253  ___________________________________________________________________
 LX3253* NAD 83(1986)-  41 35 27.     (N)    072 24 11.     (W)     SCALED    
 LX3253* NAVD 88     -       110.717  (meters)     363.24   (feet)  ADJUSTED  
 LX3253  ___________________________________________________________________
 LX3253  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3253  DYNAMIC HT  -         110.680 (meters)     363.12  (feet)  COMP
 LX3253  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX3253
 LX3253  VERT ORDER  -  FIRST     CLASS II
 LX3253
 LX3253.The horizontal coordinates were scaled from a topographic map and have
 LX3253.an estimated accuracy of +/- 6 seconds.
 LX3253
 LX3253.The orthometric height was determined by differential leveling
 LX3253.and adjusted by the National Geodetic Survey in June 1991..
 LX3253
 LX3253.The geoid height was determined by GEOID03.
 LX3253
 LX3253.The dynamic height is computed by dividing the NAVD 88
 LX3253.geopotential number by the normal gravity value computed on the
 LX3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3253.degrees latitude (g = 980.6199 gals.).
 LX3253
 LX3253.The modeled gravity was interpolated from observed gravity values.
 LX3253
 LX3253;                    North         East    Units  Estimated Accuracy
 LX3253;SPC CT       -   236,590.      333,730.      MT  (+/- 180 meters Scaled)
 LX3253
 LX3253                          SUPERSEDED SURVEY CONTROL
 LX3253
 LX3253.No superseded survey control is available for this station.
 LX3253
 LX3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM164076(NAD 83)
 LX3253_MARKER: DD = SURVEY DISK
 LX3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3253_SP_SET: CONCRETE POST
 LX3253_STAMPING: B 2279
 LX3253_MARK LOGO: CTDT  
 LX3253_PROJECTION: RECESSED 12 CENTIMETERS
 LX3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3253+STABILITY: SURFACE MOTION
 LX3253
 LX3253  HISTORY     - Date     Condition        Report By
 LX3253  HISTORY     - UNK      MONUMENTED       CTDT
 LX3253  HISTORY     - 1986     GOOD             NGS
 LX3253
 LX3253                          STATION DESCRIPTION
 LX3253
 LX3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3253'6.6 KM (4.1 MI) NW FROM COLCHESTER.
 LX3253'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3253'COLCHESTER, THENCE 3.70 KM (2.3 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3253'THE MARK ON THE RIGHT, 8.32 METERS (27.3 FT) NORTH OF THE NORTHBOUND
 LX3253'LANES OF THE HIGHWAY, 26.94 METERS (88.4 FT) EAST OF THE EAST END OF A
 LX3253'CULVERT, 1.49 METERS (4.9 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY.
 LX3253'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2121 ***********************************************************************
 LX2121  DESIGNATION -  B 2673
 LX2121  PID         -  LX2121
 LX2121  STATE/COUNTY-  CT/NEW LONDON
 LX2121  USGS QUAD   -  NORWICH (1983)
 LX2121
 LX2121                         *CURRENT SURVEY CONTROL
 LX2121  ___________________________________________________________________
 LX2121* NAD 83(1986)-  41 36 55.     (N)    072 02 18.     (W)     SCALED    
 LX2121* NAVD 88     -        40.406  (meters)     132.57   (feet)  ADJUSTED  
 LX2121  ___________________________________________________________________
 LX2121  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX2121  DYNAMIC HT  -          40.392 (meters)     132.52  (feet)  COMP
 LX2121  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 LX2121
 LX2121  VERT ORDER  -  FIRST     CLASS II
 LX2121
 LX2121.The horizontal coordinates were scaled from a topographic map and have
 LX2121.an estimated accuracy of +/- 6 seconds.
 LX2121
 LX2121.The orthometric height was determined by differential leveling
 LX2121.and adjusted by the National Geodetic Survey in June 1991..
 LX2121
 LX2121.The geoid height was determined by GEOID03.
 LX2121
 LX2121.The dynamic height is computed by dividing the NAVD 88
 LX2121.geopotential number by the normal gravity value computed on the
 LX2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2121.degrees latitude (g = 980.6199 gals.).
 LX2121
 LX2121.The modeled gravity was interpolated from observed gravity values.
 LX2121
 LX2121;                    North         East    Units  Estimated Accuracy
 LX2121;SPC CT       -   239,490.      364,120.      MT  (+/- 180 meters Scaled)
 LX2121
 LX2121                          SUPERSEDED SURVEY CONTROL
 LX2121
 LX2121.No superseded survey control is available for this station.
 LX2121
 LX2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM467113(NAD 83)
 LX2121_MARKER: DD = SURVEY DISK
 LX2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2121_SP_SET: CONCRETE POST
 LX2121_STAMPING: B 2673
 LX2121_MARK LOGO: CTDT  
 LX2121_PROJECTION: FLUSH
 LX2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2121+STABILITY: SURFACE MOTION
 LX2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2121+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LX2121
 LX2121  HISTORY     - Date     Condition        Report By
 LX2121  HISTORY     - UNK      MONUMENTED       CTDT
 LX2121  HISTORY     - 1984     GOOD             NGS
 LX2121  HISTORY     - 19901008 GOOD             USPSQD
 LX2121  HISTORY     - 20060523 GOOD             USPSQD
 LX2121
 LX2121                          STATION DESCRIPTION
 LX2121
 LX2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2121'3.8 KM (2.4 MI) EAST FROM BALTIC.
 LX2121'3.8 KM (2.4 MI) EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LX2121'STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE LEFT, 0.3 KM (0.2 MI)
 LX2121'EAST OF A HIGHWAY BRIDGE OVER A BROOK, 5.63 METERS (18.5 FT) NORTH OF
 LX2121'THE CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.0 FT) EAST OF THE
 LX2121'NORTHEAST CORNER OF A CATCH BASIN, 0.18 METER (0.6 FT) NORTH OF A 3
 LX2121'CABLE WOOD POST GUARD RAIL.
 LX2121'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LX2121'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2121
 LX2121                          STATION RECOVERY (1990)
 LX2121
 LX2121'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2121'RECOVERED IN GOOD CONDITION.
 LX2121
 LX2121                          STATION RECOVERY (2006)
 LX2121
 LX2121'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX2121'MARK LOGO IS CHD.  GUARD RAIL IS NOW CORRUGATED GALV STEEL STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3246 ***********************************************************************
 LX3246  DESIGNATION -  B 2762
 LX3246  PID         -  LX3246
 LX3246  STATE/COUNTY-  CT/NEW LONDON
 LX3246  USGS QUAD   -  COLCHESTER (1984)
 LX3246
 LX3246                         *CURRENT SURVEY CONTROL
 LX3246  ___________________________________________________________________
 LX3246* NAD 83(1986)-  41 34 58.     (N)    072 21 39.     (W)     SCALED    
 LX3246* NAVD 88     -        90.737  (meters)     297.69   (feet)  ADJUSTED  
 LX3246  ___________________________________________________________________
 LX3246  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX3246  DYNAMIC HT  -          90.705 (meters)     297.59  (feet)  COMP
 LX3246  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX3246
 LX3246  VERT ORDER  -  FIRST     CLASS II
 LX3246
 LX3246.The horizontal coordinates were scaled from a topographic map and have
 LX3246.an estimated accuracy of +/- 6 seconds.
 LX3246
 LX3246.The orthometric height was determined by differential leveling
 LX3246.and adjusted by the National Geodetic Survey in June 1991..
 LX3246
 LX3246.The geoid height was determined by GEOID03.
 LX3246
 LX3246.The dynamic height is computed by dividing the NAVD 88
 LX3246.geopotential number by the normal gravity value computed on the
 LX3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3246.degrees latitude (g = 980.6199 gals.).
 LX3246
 LX3246.The modeled gravity was interpolated from observed gravity values.
 LX3246
 LX3246;                    North         East    Units  Estimated Accuracy
 LX3246;SPC CT       -   235,710.      337,250.      MT  (+/- 180 meters Scaled)
 LX3246
 LX3246                          SUPERSEDED SURVEY CONTROL
 LX3246
 LX3246.No superseded survey control is available for this station.
 LX3246
 LX3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM200068(NAD 83)
 LX3246_MARKER: DD = SURVEY DISK
 LX3246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3246_SP_SET: CONCRETE POST
 LX3246_STAMPING: B 2762
 LX3246_MARK LOGO: CTDT  
 LX3246_PROJECTION: PROJECTING 6 CENTIMETERS
 LX3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3246+STABILITY: SURFACE MOTION
 LX3246
 LX3246  HISTORY     - Date     Condition        Report By
 LX3246  HISTORY     - 1974     MONUMENTED       CTDT
 LX3246  HISTORY     - 1986     GOOD             NGS
 LX3246  HISTORY     - 19910103 MARK NOT FOUND   USPSQD
 LX3246
 LX3246                          STATION DESCRIPTION
 LX3246
 LX3246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3246'2.9 KM (1.8 MI) WEST FROM COLCHESTER.
 LX3246'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3246'COLCHESTER TO THE MARK ON THE RIGHT, 4.88 METERS (16.0 FT) NORTH OF
 LX3246'THE CENTER OF THE WEST ENTRANCE RAMP TO STATE HIGHWAY 2, 35.05 METERS
 LX3246'(115.0 FT) SOUTHWEST OF THE CENTERLINE OF OLD HARTFORD ROAD, 41.61
 LX3246'METERS (136.5 FT) SOUTHWEST OF SNET POLE NO. 985 WITH ONE GUY WIRE.
 LX3246'THE MARK IS 0.60 METERS  SW FROM  A WITNESS POST
 LX3246'THE MARK IS 0.24 M ABOVE ROAD.
 LX3246
 LX3246                          STATION RECOVERY (1991)
 LX3246
 LX3246'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3247 ***********************************************************************
 LX3247  CBN         -  This is a Cooperative Base Network Control Station.
 LX3247  DESIGNATION -  B 2763
 LX3247  PID         -  LX3247
 LX3247  STATE/COUNTY-  CT/NEW LONDON
 LX3247  USGS QUAD   -  COLCHESTER (1984)
 LX3247
 LX3247                         *CURRENT SURVEY CONTROL
 LX3247  ___________________________________________________________________
 LX3247* NAD 83(1996)-  41 34 59.10814(N)    072 21 48.96071(W)     ADJUSTED  
 LX3247* NAVD 88     -        87.519  (meters)     287.14   (feet)  ADJUSTED  
 LX3247  ___________________________________________________________________
 LX3247  X           -   1,447,586.595 (meters)                     COMP
 LX3247  Y           -  -4,553,332.498 (meters)                     COMP
 LX3247  Z           -   4,211,117.323 (meters)                     COMP
 LX3247  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX3247  ELLIP HEIGHT-          57.63  (meters)          (05/31/05) GPS OBS
 LX3247  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX3247  DYNAMIC HT  -          87.489 (meters)     287.04  (feet)  COMP
 LX3247  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LX3247
 LX3247  HORZ ORDER  -  A
 LX3247  VERT ORDER  -  FIRST     CLASS II
 LX3247  ELLP ORDER  -  THIRD     CLASS I
 LX3247
 LX3247.The horizontal coordinates were established by GPS observations
 LX3247.and adjusted by the National Geodetic Survey in June 2001..
 LX3247
 LX3247.The orthometric height was determined by differential leveling
 LX3247.and adjusted by the National Geodetic Survey in June 1991..
 LX3247.WARNING-GPS observations at this control monument resulted in a GPS
 LX3247.derived orthometric height which differed from the leveled height by
 LX3247.more than one decimeter (0.1 meter).
 LX3247
 LX3247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3247
 LX3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3247
 LX3247.The ellipsoidal height was determined by GPS observations
 LX3247.and is referenced to NAD 83.
 LX3247
 LX3247.The geoid height was determined by GEOID03.
 LX3247
 LX3247.The dynamic height is computed by dividing the NAVD 88
 LX3247.geopotential number by the normal gravity value computed on the
 LX3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3247.degrees latitude (g = 980.6199 gals.).
 LX3247
 LX3247.The modeled gravity was interpolated from observed gravity values.
 LX3247
 LX3247;                    North         East     Units Scale Factor Converg.
 LX3247;SPC CT       -   235,738.805   337,021.604   MT  0.99998351   +0 15 22.3
 LX3247;SPC CT       -   773,419.73  1,105,711.71   sFT  0.99998351   +0 15 22.3
 LX3247;UTM  18      - 4,606,845.482   719,769.127   MT  1.00019440   +1 45 01.8
 LX3247
 LX3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3247!SPC CT       -   0.99999096  x   0.99998351  =   0.99997447
 LX3247!UTM  18      -   0.99999096  x   1.00019440  =   1.00018536
 LX3247
 LX3247                          SUPERSEDED SURVEY CONTROL
 LX3247
 LX3247  ELLIP H (06/22/01)   57.47   (m)                       GP(       ) 4 1
 LX3247
 LX3247.Superseded values are not recommended for survey control.
 LX3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3247.See file dsdata.txt to determine how the superseded data were derived.
 LX3247
 LX3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1976906845(NAD 83)
 LX3247_MARKER: DD = SURVEY DISK
 LX3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3247_SP_SET: CONCRETE POST
 LX3247_STAMPING: B 2763
 LX3247_MARK LOGO: CTDT  
 LX3247_PROJECTION: FLUSH
 LX3247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3247+STABILITY: SURFACE MOTION
 LX3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3247+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX3247
 LX3247  HISTORY     - Date     Condition        Report By
 LX3247  HISTORY     - UNK      MONUMENTED       CTDT
 LX3247  HISTORY     - 1986     GOOD             NGS
 LX3247  HISTORY     - 19910103 MARK NOT FOUND   USPSQD
 LX3247  HISTORY     - 20001121 GOOD             CTGS
 LX3247  HISTORY     - 20050410 GOOD             CTGS
 LX3247
 LX3247                          STATION DESCRIPTION
 LX3247
 LX3247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3247'3.1 KM (1.9 MI) WEST FROM COLCHESTER.
 LX3247'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3247'COLCHESTER, THENCE 0.20 KM (0.1 MI) WEST ALONG THE ENTRANCE RAMP OF
 LX3247'STATE HIGHWAY 2 TO THE MARK ON THE RIGHT, 10.27 METERS (33.7 FT) NORTH
 LX3247'OF THE CENTERLINE OF THE ENTRANCE RAMP, 3.47 METERS (11.4 FT) EAST OF
 LX3247'THE EAST END OF A WIRE CABLE GUARDRAIL, 0.30 METER (1.0 FT) NORTH OF
 LX3247'THE NORTH CURB OF THE RAMP.
 LX3247'THE MARK IS 2.04 METERS  E FROM  A WITNESS POST
 LX3247'THE MARK IS 0.18 M ABOVE RAMP.
 LX3247
 LX3247                          STATION RECOVERY (1991)
 LX3247
 LX3247'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3247'MARK NOT FOUND.
 LX3247
 LX3247                          STATION RECOVERY (2000)
 LX3247
 LX3247'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX3247'THE STATION MARK IS A STANDARD CTDT BASELINE BRASS DISK,
 LX3247'STAMPED B 2763, SET INTO THE TOP OF A CONCRETE POST WHICH IS FLUSH
 LX3247'WITH THE SURFACE OF THE GROUND.
 LX3247'TO REACH THE STATION FROM THE POST OFFICE IN COLCHESTER,
 LX3247'PROCEED WESTERLY ALONG OLD HARTFORD ROAD FOR 1.8 MILES, THENCE
 LX3247'0.1 MILE WESTERLY ALONG THE ENTRANCE RAMP OF CONNECTICUT ROUTE
 LX3247'2 TO THE MARK ON THE RIGHT.
 LX3247'THE STATION IS LOCATED 33.7 FEET NORTH OF THE CENTER LINE
 LX3247'OF THE ENTRANCE RAMP, 11.4 FEET EAST OF THE EAST END OF A WIRE
 LX3247'CABLE GUARDRAIL, 6.7 FEET EAST FROM A WITNESS POST AND 1.0 FEET
 LX3247'NORTH OF THE NORTH CURB OF THE RAMP.
 LX3247' 
 LX3247' 
 LX3247' 
 LX3247' 
 LX3247' 
 LX3247'
 LX3247
 LX3247                          STATION RECOVERY (2005)
 LX3247
 LX3247'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX3247'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3248 ***********************************************************************
 LX3248  DESIGNATION -  B 2764
 LX3248  PID         -  LX3248
 LX3248  STATE/COUNTY-  CT/NEW LONDON
 LX3248  USGS QUAD   -  COLCHESTER (1984)
 LX3248
 LX3248                         *CURRENT SURVEY CONTROL
 LX3248  ___________________________________________________________________
 LX3248* NAD 83(1986)-  41 35 00.     (N)    072 21 55.     (W)     SCALED    
 LX3248* NAVD 88     -        84.370  (meters)     276.80   (feet)  ADJUSTED  
 LX3248  ___________________________________________________________________
 LX3248  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX3248  DYNAMIC HT  -          84.340 (meters)     276.71  (feet)  COMP
 LX3248  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LX3248
 LX3248  VERT ORDER  -  FIRST     CLASS II
 LX3248
 LX3248.The horizontal coordinates were scaled from a topographic map and have
 LX3248.an estimated accuracy of +/- 6 seconds.
 LX3248
 LX3248.The orthometric height was determined by differential leveling
 LX3248.and adjusted by the National Geodetic Survey in June 1991..
 LX3248
 LX3248.The geoid height was determined by GEOID03.
 LX3248
 LX3248.The dynamic height is computed by dividing the NAVD 88
 LX3248.geopotential number by the normal gravity value computed on the
 LX3248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3248.degrees latitude (g = 980.6199 gals.).
 LX3248
 LX3248.The modeled gravity was interpolated from observed gravity values.
 LX3248
 LX3248;                    North         East    Units  Estimated Accuracy
 LX3248;SPC CT       -   235,770.      336,880.      MT  (+/- 180 meters Scaled)
 LX3248
 LX3248                          SUPERSEDED SURVEY CONTROL
 LX3248
 LX3248.No superseded survey control is available for this station.
 LX3248
 LX3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM196068(NAD 83)
 LX3248_MARKER: DD = SURVEY DISK
 LX3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3248_SP_SET: CONCRETE POST
 LX3248_STAMPING: B 2764
 LX3248_MARK LOGO: CTDT  
 LX3248_PROJECTION: RECESSED 6 CENTIMETERS
 LX3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3248+STABILITY: SURFACE MOTION
 LX3248
 LX3248  HISTORY     - Date     Condition        Report By
 LX3248  HISTORY     - UNK      MONUMENTED       CTDT
 LX3248  HISTORY     - 1986     GOOD             NGS
 LX3248  HISTORY     - 19910103 GOOD             USPSQD
 LX3248
 LX3248                          STATION DESCRIPTION
 LX3248
 LX3248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3248'3.2 KM (2.0 MI) WEST FROM COLCHESTER.
 LX3248'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3248'COLCHESTER, THENCE 0.32 KM (0.2 MI) WEST ALONG STATE HIGHWAY 2 TO THE
 LX3248'MARK ON THE RIGHT, 7.68 METERS (25.2 FT) NORTH OF THE CENTERLINE OF
 LX3248'THE HIGHWAY, 0.73 METER  (2.4 FT) NORTH OF THE NORTH CURB OF THE
 LX3248'HIGHWAY.
 LX3248'THE MARK IS 4.79 METERS  S FROM  A WITNESS POST
 LX3248'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3248
 LX3248                          STATION RECOVERY (1991)
 LX3248
 LX3248'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0865 ***********************************************************************
 LX0865  DESIGNATION -  B 31
 LX0865  PID         -  LX0865
 LX0865  STATE/COUNTY-  CT/FAIRFIELD
 LX0865  USGS QUAD   -  BRIDGEPORT (1984)
 LX0865
 LX0865                         *CURRENT SURVEY CONTROL
 LX0865  ___________________________________________________________________
 LX0865* NAD 83(1986)-  41 10 29.     (N)    073 09 32.     (W)     SCALED    
 LX0865* NAVD 88     -         3.051  (meters)      10.01   (feet)  ADJUSTED  
 LX0865  ___________________________________________________________________
 LX0865  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0865  DYNAMIC HT  -           3.050 (meters)      10.01  (feet)  COMP
 LX0865  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 LX0865
 LX0865  VERT ORDER  -  FIRST     CLASS I
 LX0865
 LX0865.The horizontal coordinates were scaled from a topographic map and have
 LX0865.an estimated accuracy of +/- 6 seconds.
 LX0865
 LX0865.The orthometric height was determined by differential leveling
 LX0865.and adjusted by the National Geodetic Survey in June 1991..
 LX0865
 LX0865.The geoid height was determined by GEOID03.
 LX0865
 LX0865.The dynamic height is computed by dividing the NAVD 88
 LX0865.geopotential number by the normal gravity value computed on the
 LX0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0865.degrees latitude (g = 980.6199 gals.).
 LX0865
 LX0865.The modeled gravity was interpolated from observed gravity values.
 LX0865
 LX0865;                    North         East    Units  Estimated Accuracy
 LX0865;SPC CT       -   190,400.      270,490.      MT  (+/- 180 meters Scaled)
 LX0865
 LX0865                          SUPERSEDED SURVEY CONTROL
 LX0865
 LX0865  NGVD 29 (??/??/92)    3.380  (m)           11.09   (f) ADJ UNCH    1 1
 LX0865
 LX0865.Superseded values are not recommended for survey control.
 LX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0865.See file dsdata.txt to determine how the superseded data were derived.
 LX0865
 LX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL544597(NAD 83)
 LX0865_MARKER: DB = BENCH MARK DISK
 LX0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0865_SP_SET: PIER
 LX0865_STAMPING: B 31 1963
 LX0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0865
 LX0865  HISTORY     - Date     Condition        Report By
 LX0865  HISTORY     - 1963     MONUMENTED       CGS
 LX0865  HISTORY     - 1965     GOOD             NGS
 LX0865  HISTORY     - 1982     GOOD             NGS
 LX0865  HISTORY     - 19950728 POOR             USPSQD
 LX0865
 LX0865                          STATION DESCRIPTION
 LX0865
 LX0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0865'AT BRIDGEPORT.
 LX0865'AT BRIDGEPORT, ALONG HOLLISTER AVENUE, 0.3 MILE SOUTH ALONG
 LX0865'HOLLISTER AVENUE FROM THE MC KINLEY SCHOOL, SET VERTICALLY IN
 LX0865'THE EAST CONCRETE FACE AND NEAR THE NORTH END OF THE WEST CONCRETE
 LX0865'PIER SUPPORTING THE CONNECTICUT TURNPIKE OVER HOLLISTER AVENUE,
 LX0865'37-1/2 FEET WEST OF THE CENTERLINE OF THE AVENUE, 1.4 FEET
 LX0865'SOUTH OF THE NORTH END OF THE PIER AND 2-1/2 FEET ABOVE THE
 LX0865'LEVEL OF THE AVENUE.
 LX0865
 LX0865                          STATION RECOVERY (1982)
 LX0865
 LX0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0865'RECOVERED IN GOOD CONDITION.
 LX0865
 LX0865                          STATION RECOVERY (1995)
 LX0865
 LX0865'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0865'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY5975 ***********************************************************************
 MY5975  DESIGNATION -  B 3112
 MY5975  PID         -  MY5975
 MY5975  STATE/COUNTY-  CT/WINDHAM
 MY5975  USGS QUAD   -  OXFORD (1979)
 MY5975
 MY5975                         *CURRENT SURVEY CONTROL
 MY5975  ___________________________________________________________________
 MY5975* NAD 83(1996)-  42 00 23.39385(N)    071 51 13.01896(W)     ADJUSTED  
 MY5975* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 MY5975  ___________________________________________________________________
 MY5975  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 MY5975  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 MY5975
 MY5975  HORZ ORDER  -  SECOND
 MY5975
 MY5975.The horizontal coordinates were established by classical geodetic methods
 MY5975.and adjusted by the National Geodetic Survey in August 1998..
 MY5975
 MY5975.The NAVD 88 height was computed by applying the VERTCON shift value to
 MY5975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MY5975
 MY5975.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY5975
 MY5975.The geoid height was determined by GEOID03.
 MY5975
 MY5975;                    North         East     Units Scale Factor Converg.
 MY5975;SPC CT       -   283,079.881   379,059.061   MT  1.00001715   +0 35 39.7
 MY5975;SPC CT       -   928,737.91  1,243,629.60   sFT  1.00001715   +0 35 39.7
 MY5975;SPC MA M     -   861,851.770   170,706.550   MT  0.99997026   -0 14 15.1
 MY5975;SPC MA M     - 2,827,592.02    560,059.74   sFT  0.99997026   -0 14 15.1
 MY5975;SPC RI       -   102,590.672    70,705.758   MT  1.00000431   -0 14 11.9
 MY5975;SPC RI       -   336,582.90    231,973.81   sFT  1.00000431   -0 14 11.9
 MY5975;UTM  19      - 4,654,437.685   263,683.969   MT  1.00028722   -1 54 38.0
 MY5975
 MY5975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY5975!SPC CT       -   0.99997661  x   1.00001715  =   0.99999376
 MY5975!SPC MA M     -   0.99997661  x   0.99997026  =   0.99994687
 MY5975!SPC RI       -   0.99997661  x   1.00000431  =   0.99998092
 MY5975!UTM  19      -   0.99997661  x   1.00028722  =   1.00026382
 MY5975
 MY5975:                Primary Azimuth Mark                     Grid Az
 MY5975:SPC CT       -  OWEN                                     175 40 58.1
 MY5975:SPC MA M     -  OWEN                                     176 30 52.9
 MY5975:SPC RI       -  OWEN                                     176 30 49.7
 MY5975:UTM  19      -  OWEN                                     178 11 15.8
 MY5975
 MY5975|---------------------------------------------------------------------|
 MY5975| PID    Reference Object                     Distance      Geod. Az  |
 MY5975|                                                           dddmmss.s |
 MY5975| MY3737 OWEN                                APPROX. 0.6 KM 1761637.8 |
 MY5975|---------------------------------------------------------------------|
 MY5975
 MY5975                          SUPERSEDED SURVEY CONTROL
 MY5975
 MY5975  NAD 83(1996)-  42 00 23.39380(N)    071 51 13.01897(W) AD(       ) 2
 MY5975  NAD 83(1992)-  42 00 23.39336(N)    071 51 13.01813(W) AD(       ) 2
 MY5975  NAD 83(1992)-  42 00 23.39337(N)    071 51 13.01817(W) AD(       ) 2
 MY5975  NAD 83(1986)-  42 00 23.39550(N)    071 51 13.01659(W) AD(       ) 2
 MY5975  NGVD 29 (09/25/89)  178.7    (m)          586.     (f) VERT ANG       
 MY5975
 MY5975.Superseded values are not recommended for survey control.
 MY5975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY5975.See file dsdata.txt to determine how the superseded data were derived.
 MY5975
 MY5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6368454438(NAD 83)
 MY5975_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MY5975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY5975_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MY5975_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY5975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY5975+STABILITY: SURFACE MOTION
 MY5975
 MY5975  HISTORY     - Date     Condition        Report By
 MY5975  HISTORY     - 1977     MONUMENTED       MAGS
 MY5975
 MY5975                          STATION DESCRIPTION
 MY5975
 MY5975'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1977 (RAK)
 MY5975'THE STATION IS LOCATED ABOUT 5.2 KM (3.3 MI)
 MY5975'SOUTH-SOUTHEAST OF WEBSTER MASSACHUSETTS,
 MY5975'6.0 KM (3.7 MI) NORTH OF THOMPSON AND IN THE TOWN OF THOMPSON.
 MY5975'OWNERSHIP--STATE HIGHWAY RIGHT OF WAY.
 MY5975'
 MY5975'TO REACH THE STATION FROM THOMPSON, GO NORTH ON INTERSTATE HIGHWAY
 MY5975'395 FOR ABOUT 6.0 KM (3.7 MI) TO THE STATION ON THE RIGHT.
 MY5975'
 MY5975'THE STATION IS A STANDARD CTGS DISK
 MY5975'STAMPED---B 3112---,
 MY5975'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 MY5975'13 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 MY5975'15.48 METERS (50.8 FT) NORTH FROM THE SOUTH POINT OF THE TYPE I
 MY5975'ISLAND,
 MY5975'12.80 METERS (42.0 FT) EAST FROM THE CENTER OF THE NORTHBOUND
 MY5975'TRAFFIC LANE,
 MY5975'3.66 METERS (12.0 FT) WEST FROM THE CENTER OF THE EXIT RAMP AND IN
 MY5975'THE TRAFFIC ISLAND BETWEEN HIGHWAY 395 NORTH AND THE EXIT RAMP TO
 MY5975'WILSONVILLE ROAD.
 MY5975'
 MY5975'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MY5975'
 MY5975'DESCRIBED BY V.L. CHARLAND, MAGS.
 MY5975'
 MY5975'870616 THE STATION WAS RECOVERED ON THIS DATE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1176 ***********************************************************************
 LX1176  DESIGNATION -  B 32
 LX1176  PID         -  LX1176
 LX1176  STATE/COUNTY-  CT/FAIRFIELD
 LX1176  USGS QUAD   -  STAMFORD (1984)
 LX1176
 LX1176                         *CURRENT SURVEY CONTROL
 LX1176  ___________________________________________________________________
 LX1176* NAD 83(1986)-  41 02 55.     (N)    073 33 04.     (W)     SCALED    
 LX1176* NAVD 88     -        27.172  (meters)      89.15   (feet)  ADJUSTED  
 LX1176  ___________________________________________________________________
 LX1176  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX1176  DYNAMIC HT  -          27.163 (meters)      89.12  (feet)  COMP
 LX1176  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 LX1176
 LX1176  VERT ORDER  -  FIRST     CLASS I
 LX1176
 LX1176.The horizontal coordinates were scaled from a topographic map and have
 LX1176.an estimated accuracy of +/- 6 seconds.
 LX1176
 LX1176.The orthometric height was determined by differential leveling
 LX1176.and adjusted by the National Geodetic Survey in June 1991..
 LX1176
 LX1176.The geoid height was determined by GEOID03.
 LX1176
 LX1176.The dynamic height is computed by dividing the NAVD 88
 LX1176.geopotential number by the normal gravity value computed on the
 LX1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1176.degrees latitude (g = 980.6199 gals.).
 LX1176
 LX1176.The modeled gravity was interpolated from observed gravity values.
 LX1176
 LX1176;                    North         East    Units  Estimated Accuracy
 LX1176;SPC CT       -   176,620.      237,450.      MT  (+/- 180 meters Scaled)
 LX1176
 LX1176                          SUPERSEDED SURVEY CONTROL
 LX1176
 LX1176  NGVD 29 (??/??/92)   27.508  (m)           90.25   (f) ADJ UNCH    1 1
 LX1176
 LX1176.Superseded values are not recommended for survey control.
 LX1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1176.See file dsdata.txt to determine how the superseded data were derived.
 LX1176
 LX1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL217451(NAD 83)
 LX1176_MARKER: DB = BENCH MARK DISK
 LX1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1176_SP_SET: BUILDING
 LX1176_STAMPING: B 32 1965
 LX1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1176
 LX1176  HISTORY     - Date     Condition        Report By
 LX1176  HISTORY     - 1965     MONUMENTED       CGS
 LX1176  HISTORY     - 1982     MARK NOT FOUND   USPSQD
 LX1176  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX1176  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX1176
 LX1176                          STATION DESCRIPTION
 LX1176
 LX1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1176'AT STAMFORD.
 LX1176'AT STAMFORD, ABOUT 0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1
 LX1176'(WEST MAIN STREET) FROM THE INTERSECTION OF ATLANTIC STREET
 LX1176'AT STAMFORD, AT THE INTERSECTION OF THE HIGHWAY AND FAIRFIELD
 LX1176'AVENUE, SET VERTICALLY IN THE WEST BRICK FACE OF THE STEVENS
 LX1176'SCHOOL, 85 1/2 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY,
 LX1176'36.0 FEET EAST OF THE EAST CURB OF THE AVENUE, 1.8 FEET EAST OF
 LX1176'THE NORTHWEST CORNER OF THE BUILDING AND 2.5 FEET ABOVE THE
 LX1176'LEVEL OF THE GROUND.
 LX1176
 LX1176                          STATION RECOVERY (1982)
 LX1176
 LX1176'RECOVERY NOTE BY US POWER SQUADRON 1982 (SFM)
 LX1176'MARK NOT FOUND.
 LX1176
 LX1176                          STATION RECOVERY (1983)
 LX1176
 LX1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1176'MARK NOT FOUND.
 LX1176
 LX1176                          STATION RECOVERY (1989)
 LX1176
 LX1176'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMG)
 LX1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0806 ***********************************************************************
 LX0806  DESIGNATION -  B 33
 LX0806  PID         -  LX0806
 LX0806  STATE/COUNTY-  CT/FAIRFIELD
 LX0806  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0806
 LX0806                         *CURRENT SURVEY CONTROL
 LX0806  ___________________________________________________________________
 LX0806* NAD 83(1986)-  41 07 19.     (N)    073 21 41.     (W)     SCALED    
 LX0806* NAVD 88     -        10.492  (meters)      34.42   (feet)  ADJUSTED  
 LX0806  ___________________________________________________________________
 LX0806  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX0806  DYNAMIC HT  -          10.488 (meters)      34.41  (feet)  COMP
 LX0806  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LX0806
 LX0806  VERT ORDER  -  FIRST     CLASS I
 LX0806
 LX0806.The horizontal coordinates were scaled from a topographic map and have
 LX0806.an estimated accuracy of +/- 6 seconds.
 LX0806
 LX0806.The orthometric height was determined by differential leveling
 LX0806.and adjusted by the National Geodetic Survey in June 1991..
 LX0806
 LX0806.The geoid height was determined by GEOID03.
 LX0806
 LX0806.The dynamic height is computed by dividing the NAVD 88
 LX0806.geopotential number by the normal gravity value computed on the
 LX0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0806.degrees latitude (g = 980.6199 gals.).
 LX0806
 LX0806.The modeled gravity was interpolated from observed gravity values.
 LX0806
 LX0806;                    North         East    Units  Estimated Accuracy
 LX0806;SPC CT       -   184,630.      253,460.      MT  (+/- 180 meters Scaled)
 LX0806
 LX0806                          SUPERSEDED SURVEY CONTROL
 LX0806
 LX0806  NGVD 29 (??/??/92)   10.830  (m)           35.53   (f) ADJ UNCH    1 1
 LX0806
 LX0806.Superseded values are not recommended for survey control.
 LX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0806.See file dsdata.txt to determine how the superseded data were derived.
 LX0806
 LX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL375535(NAD 83)
 LX0806_MARKER: DB = BENCH MARK DISK
 LX0806_SETTING: 66 = SET IN ROCK OUTCROP
 LX0806_SP_SET: ROCK LEDGE
 LX0806_STAMPING: B 33 1965
 LX0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0806+STABILITY: POSITION/ELEVATION WELL
 LX0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0806+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2005
 LX0806
 LX0806  HISTORY     - Date     Condition        Report By
 LX0806  HISTORY     - 1965     MONUMENTED       CGS
 LX0806  HISTORY     - 1983     GOOD             NGS
 LX0806  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0806  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0806  HISTORY     - 19980211 GOOD             USPSQD
 LX0806  HISTORY     - 20050605 GOOD             USPSQD
 LX0806
 LX0806                          STATION DESCRIPTION
 LX0806
 LX0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0806'AT SAUGATUCK.
 LX0806'AT SAUGATUCK, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 136 FROM
 LX0806'THE EAST END OF THE BRIDGE OVER THE SAUGATUCK RIVER, AT THE
 LX0806'INTERSECTION OF GREEN FARMS ROAD AND COMPO ROAD LEADING SOUTH,
 LX0806'ALONG THE NORTH SIDE OF THE CONNECTICUT TURNPIKE, SET ON THE
 LX0806'TOP OF A SLOPING ROCK LEDGE AT THE BASE OF THE WEST END OF A
 LX0806'ROCK CUT WHICH IS ABOUT 0.1 MILE LONG AND 25 FEET HIGH, 32 FEET
 LX0806'EAST OF THE NORTHWEST CORNER OF THE CUT, 18 1/2 FEET SOUTH OF
 LX0806'THE SOUTH CURB OF GREEN FARMS ROAD, 2 1/2 FEET NORTHEAST OF THE
 LX0806'FACE OF THE CUT AND 2 FEET ABOVE THE LEVEL OF THE ROAD.
 LX0806
 LX0806                          STATION RECOVERY (1983)
 LX0806
 LX0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0806'RECOVERED IN GOOD CONDITION.
 LX0806
 LX0806                          STATION RECOVERY (1985)
 LX0806
 LX0806'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0806'MARK NOT FOUND.
 LX0806
 LX0806                          STATION RECOVERY (1988)
 LX0806
 LX0806'RECOVERY NOTE BY US POWER SQUADRON 1988 (SS)
 LX0806'MARK NOT FOUND.
 LX0806
 LX0806                          STATION RECOVERY (1998)
 LX0806
 LX0806'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0806'RECOVERED IN GOOD CONDITION.
 LX0806
 LX0806                          STATION RECOVERY (2005)
 LX0806
 LX0806'RECOVERY NOTE BY US POWER SQUADRON 2005 (HRV)
 LX0806'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4893 ***********************************************************************
 LX4893  DESIGNATION -  B 3310
 LX4893  PID         -  LX4893
 LX4893  STATE/COUNTY-  CT/NEW LONDON
 LX4893  USGS QUAD   -  COLCHESTER (1984)
 LX4893
 LX4893                         *CURRENT SURVEY CONTROL
 LX4893  ___________________________________________________________________
 LX4893* NAD 83(1996)-  41 36 22.82596(N)    072 16 35.44902(W)     ADJUSTED  
 LX4893* NAVD 88     -       149.     (meters)     489.     (feet)  VERTCON   
 LX4893  ___________________________________________________________________
 LX4893  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 LX4893  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX4893
 LX4893  HORZ ORDER  -  SECOND
 LX4893
 LX4893.The horizontal coordinates were established by classical geodetic methods
 LX4893.and adjusted by the National Geodetic Survey in August 1998..
 LX4893
 LX4893.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4893
 LX4893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4893
 LX4893.The geoid height was determined by GEOID03.
 LX4893
 LX4893;                    North         East     Units Scale Factor Converg.
 LX4893;SPC CT       -   238,357.677   344,269.336   MT  0.99998394   +0 18 50.2
 LX4893;SPC CT       -   782,011.81  1,129,490.31   sFT  0.99998394   +0 18 50.2
 LX4893;UTM  18      - 4,609,653.170   726,947.732   MT  1.00023387   +1 48 33.1
 LX4893
 LX4893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4893!SPC CT       -   0.99998138  x   0.99998394  =   0.99996532
 LX4893!UTM  18      -   0.99998138  x   1.00023387  =   1.00021524
 LX4893
 LX4893|---------------------------------------------------------------------|
 LX4893| PID    Reference Object                     Distance      Geod. Az  |
 LX4893|                                                           dddmmss.s |
 LX4893| LX3305 4936                                  6.313 METERS 04442     |
 LX4893| LX4871 AMSTON                              APPROX. 3.8 KM 2740006.9 |
 LX4893|---------------------------------------------------------------------|
 LX4893
 LX4893                          SUPERSEDED SURVEY CONTROL
 LX4893
 LX4893  NAD 83(1992)-  41 36 22.82536(N)    072 16 35.44892(W) AD(       ) 2
 LX4893  NAD 83(1986)-  41 36 22.82659(N)    072 16 35.45077(W) AD(       ) 2
 LX4893  NAD 27      -  41 36 22.47009(N)    072 16 37.16206(W) AD(       ) 2
 LX4893  NGVD 29 (07/19/86)  149.     (m)          489.     (f) VERT ANG       
 LX4893
 LX4893.Superseded values are not recommended for survey control.
 LX4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4893.See file dsdata.txt to determine how the superseded data were derived.
 LX4893
 LX4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2694809653(NAD 83)
 LX4893_MARKER: Z = SEE DESCRIPTION
 LX4893_SETTING: 0 = UNSPECIFIED SETTING
 LX4893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4893
 LX4893  HISTORY     - Date     Condition        Report By
 LX4893  HISTORY     - 1976     MONUMENTED       CTDT
 LX4893
 LX4893                          STATION DESCRIPTION
 LX4893
 LX4893'DESCRIBED BY CT DEPT OF TRANSP 1976 (RJ)
 LX4893'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE CENTER OF
 LX4893'HEBRON, 4 MILES SOUTHWEST OF THE CENTER OF LEBANON, AND 3-1/2
 LX4893'MILES NORTHEAST OF THE CENTER OF COLCHESTER.
 LX4893'
 LX4893'TO REACH THE STATION FROM LEBANON AT THE INTERSECTION OF
 LX4893'CONNECTICUT ROUTE 207 (HEBRON - BALTIC ROAD) AND CONNECTICUT
 LX4893'ROUTE 16 (COLCHESTER ROAD), GO SOUTHWESTERLY ON CONNECTICUT ROUTE
 LX4893'16 FOR 0.8 MILE TO THE STATION.
 LX4893'
 LX4893'MARK IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT OF
 LX4893'TRANSPORTATION BASE LINE BRONZE DISK, STAMPED B 3310, SET IN
 LX4893'THE TOP OF A REINFORCED CONCRETE POST, 4 INCHES BY 4 INCHES AND
 LX4893'48 INCHES LONG.  THE TOP OF THE MONUMENT IS 1 INCH ABOVE THE
 LX4893'SURFACE OF THE GROUND.  IT IS 72.9 FEET SOUTHWEST OF SOUTHERN
 LX4893'NEW ENGLAND TELEPHONE POLE 3128, 16 FEET NORTHWEST OF A WIRE
 LX4893'FENCE ON THE SOUTHEAST SIDE OF THE ROAD, AND 16 FEET SOUTHEAST OF
 LX4893'THE CENTER LINE OF COLCHESTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0889 ***********************************************************************
 LX0889  DESIGNATION -  B 34
 LX0889  PID         -  LX0889
 LX0889  STATE/COUNTY-  CT/NEW HAVEN
 LX0889  USGS QUAD   -  MILFORD (1984)
 LX0889
 LX0889                         *CURRENT SURVEY CONTROL
 LX0889  ___________________________________________________________________
 LX0889* NAD 83(1986)-  41 12 18.     (N)    073 05 39.     (W)     SCALED    
 LX0889* NAVD 88     -        16.213  (meters)      53.19   (feet)  ADJUSTED  
 LX0889  ___________________________________________________________________
 LX0889  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0889  DYNAMIC HT  -          16.208 (meters)      53.18  (feet)  COMP
 LX0889  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 LX0889
 LX0889  VERT ORDER  -  FIRST     CLASS I
 LX0889
 LX0889.The horizontal coordinates were scaled from a topographic map and have
 LX0889.an estimated accuracy of +/- 6 seconds.
 LX0889
 LX0889.The orthometric height was determined by differential leveling
 LX0889.and adjusted by the National Geodetic Survey in June 1991..
 LX0889
 LX0889.The geoid height was determined by GEOID03.
 LX0889
 LX0889.The dynamic height is computed by dividing the NAVD 88
 LX0889.geopotential number by the normal gravity value computed on the
 LX0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0889.degrees latitude (g = 980.6199 gals.).
 LX0889
 LX0889.The modeled gravity was interpolated from observed gravity values.
 LX0889
 LX0889;                    North         East    Units  Estimated Accuracy
 LX0889;SPC CT       -   193,730.      275,930.      MT  (+/- 180 meters Scaled)
 LX0889
 LX0889                          SUPERSEDED SURVEY CONTROL
 LX0889
 LX0889  NGVD 29 (??/??/92)   16.545  (m)           54.28   (f) ADJ UNCH    1 1
 LX0889
 LX0889.Superseded values are not recommended for survey control.
 LX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0889.See file dsdata.txt to determine how the superseded data were derived.
 LX0889
 LX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL597632(NAD 83)
 LX0889_MARKER: DB = BENCH MARK DISK
 LX0889_SETTING: 66 = SET IN ROCK OUTCROP
 LX0889_SP_SET: BEDROCK
 LX0889_STAMPING: B 34 1965
 LX0889_MARK LOGO: CGS   
 LX0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0889+STABILITY: POSITION/ELEVATION WELL
 LX0889
 LX0889  HISTORY     - Date     Condition        Report By
 LX0889  HISTORY     - 1965     MONUMENTED       CGS
 LX0889  HISTORY     - 1985     GOOD             USPSQD
 LX0889  HISTORY     - 1985     GOOD             NGS
 LX0889  HISTORY     - 1988     GOOD             USPSQD
 LX0889
 LX0889                          STATION DESCRIPTION
 LX0889
 LX0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0889'AT DEVON.
 LX0889'AT DEVON, ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE
 LX0889'INTERSECTION OF NAUGATUCK AVENUE, ABOUT 50 YARDS WEST OF THE
 LX0889'JUNCTION OF THE ENTRANCE ROAD TO INTERCHANGE 34 OF THE
 LX0889'CONNECTICUT TURNPIKE, SET ON THE TOP OF A LARGE MASS OF BEDROCK
 LX0889'KNOW AS LIBERTY ROCK, 33 FEET SOUTH OF THE LIBERTY ROCK FLAGPOLE,
 LX0889'26 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF U.S.
 LX0889'HIGHWAY 1, 10 FEET NORTH OF THE SOUTH EDGE OF THE ROAD AND
 LX0889'ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0889
 LX0889                          STATION RECOVERY (1985)
 LX0889
 LX0889'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0889'IT IS 33 FEET SOUTH EAST OF FLAGPOLE.
 LX0889
 LX0889                          STATION RECOVERY (1985)
 LX0889
 LX0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0889'RECOVERED IN GOOD CONDITION.
 LX0889
 LX0889                          STATION RECOVERY (1988)
 LX0889
 LX0889'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0404 ***********************************************************************
 LX0404  DESIGNATION -  B 35
 LX0404  PID         -  LX0404
 LX0404  STATE/COUNTY-  CT/NEW HAVEN
 LX0404  USGS QUAD   -  NEW HAVEN (1984)
 LX0404
 LX0404                         *CURRENT SURVEY CONTROL
 LX0404  ___________________________________________________________________
 LX0404* NAD 83(1986)-  41 17 06.     (N)    072 52 29.     (W)     SCALED    
 LX0404* NAVD 88     -         8.500  (meters)      27.89   (feet)  ADJUSTED  
 LX0404  ___________________________________________________________________
 LX0404  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0404  DYNAMIC HT  -           8.498 (meters)      27.88  (feet)  COMP
 LX0404  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 LX0404
 LX0404  VERT ORDER  -  FIRST     CLASS I
 LX0404
 LX0404.The horizontal coordinates were scaled from a topographic map and have
 LX0404.an estimated accuracy of +/- 6 seconds.
 LX0404
 LX0404.The orthometric height was determined by differential leveling
 LX0404.and adjusted by the National Geodetic Survey in June 1991..
 LX0404
 LX0404.The geoid height was determined by GEOID03.
 LX0404
 LX0404.The dynamic height is computed by dividing the NAVD 88
 LX0404.geopotential number by the normal gravity value computed on the
 LX0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0404.degrees latitude (g = 980.6199 gals.).
 LX0404
 LX0404.The modeled gravity was interpolated from observed gravity values.
 LX0404
 LX0404;                    North         East    Units  Estimated Accuracy
 LX0404;SPC CT       -   202,570.      294,350.      MT  (+/- 180 meters Scaled)
 LX0404
 LX0404                          SUPERSEDED SURVEY CONTROL
 LX0404
 LX0404  NGVD 29 (??/??/92)    8.816  (m)           28.92   (f) ADJ UNCH    1 1
 LX0404
 LX0404.Superseded values are not recommended for survey control.
 LX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0404.See file dsdata.txt to determine how the superseded data were derived.
 LX0404
 LX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL779725(NAD 83)
 LX0404_MARKER: DB = BENCH MARK DISK
 LX0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0404_SP_SET: PIER
 LX0404_STAMPING: B 35 1965
 LX0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0404
 LX0404  HISTORY     - Date     Condition        Report By
 LX0404  HISTORY     - 1965     MONUMENTED       CGS
 LX0404
 LX0404                          STATION DESCRIPTION
 LX0404
 LX0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0404'AT EAST HAVEN.
 LX0404'AT EAST HAVEN, ALONG U.S. HIGHWAY 1, AT THE JUNCTION OF THE
 LX0404'HIGHWAY AND PINE STREET, SET IN THE TOP OF THE SOUTH END OF THE
 LX0404'CONCRETE BASE TO THE FIRST PIER EAST OF U.S. HIGHWAY 1 AND UNDER
 LX0404'THE CONNECTICUT TURNPIKE OVERPASS OVER THE WESTBOUND LANE OF
 LX0404'THE HIGHWAY AND THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0404'3.9 FEET NORTH OF THE NORTH FACE OF THE SOUTH LEG OF THE PIER,
 LX0404'3 FEET EAST OF THE EAST CURB OF THE HIGHWAY AND 1 1/2 FEET
 LX0404'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0426 ***********************************************************************
 LX0426  DESIGNATION -  B 36
 LX0426  PID         -  LX0426
 LX0426  STATE/COUNTY-  CT/NEW HAVEN
 LX0426  USGS QUAD   -  GUILFORD (1984)
 LX0426
 LX0426                         *CURRENT SURVEY CONTROL
 LX0426  ___________________________________________________________________
 LX0426* NAD 83(1986)-  41 15 54.     (N)    072 43 32.     (W)     SCALED    
 LX0426* NAVD 88     -         6.260  (meters)      20.54   (feet)  ADJUSTED  
 LX0426  ___________________________________________________________________
 LX0426  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX0426  DYNAMIC HT  -           6.258 (meters)      20.53  (feet)  COMP
 LX0426  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 LX0426
 LX0426  VERT ORDER  -  FIRST     CLASS I
 LX0426
 LX0426.The horizontal coordinates were scaled from a topographic map and have
 LX0426.an estimated accuracy of +/- 6 seconds.
 LX0426
 LX0426.The orthometric height was determined by differential leveling
 LX0426.and adjusted by the National Geodetic Survey in June 1991..
 LX0426
 LX0426.The geoid height was determined by GEOID03.
 LX0426
 LX0426.The dynamic height is computed by dividing the NAVD 88
 LX0426.geopotential number by the normal gravity value computed on the
 LX0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0426.degrees latitude (g = 980.6199 gals.).
 LX0426
 LX0426.The modeled gravity was interpolated from observed gravity values.
 LX0426
 LX0426;                    North         East    Units  Estimated Accuracy
 LX0426;SPC CT       -   200,340.      306,850.      MT  (+/- 180 meters Scaled)
 LX0426
 LX0426                          SUPERSEDED SURVEY CONTROL
 LX0426
 LX0426  NGVD 29 (??/??/92)    6.570  (m)           21.56   (f) ADJ UNCH    1 1
 LX0426
 LX0426.Superseded values are not recommended for survey control.
 LX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0426.See file dsdata.txt to determine how the superseded data were derived.
 LX0426
 LX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL905706(NAD 83)
 LX0426_MARKER: DB = BENCH MARK DISK
 LX0426_SETTING: 66 = SET IN ROCK OUTCROP
 LX0426_SP_SET: ROCK LEDGE
 LX0426_STAMPING: B 36 1965
 LX0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0426+STABILITY: POSITION/ELEVATION WELL
 LX0426
 LX0426  HISTORY     - Date     Condition        Report By
 LX0426  HISTORY     - 1965     MONUMENTED       CGS
 LX0426  HISTORY     - 19910316 GOOD             USPSQD
 LX0426
 LX0426                          STATION DESCRIPTION
 LX0426
 LX0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0426'2.8 MI W FROM GUILFORD.
 LX0426'2.8 MILES WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0426'GUILFORD, AT LEETES ISLAND, SET IN THE TOP OF A FLAT ROCK LEDGE
 LX0426'WHICH IS ABOUT 18 FEET LONG, 6 FEET WIDE AND 2 1/2 FEET HIGH,
 LX0426'126 FEET EAST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
 LX0426'THE HIGHWAY AND NEW QUARRY ROAD, 108 1/2 FEET WEST OF THE CENTER
 LX0426'OF THE JUNCTION OF THE HIGHWAY AND OLD QUARRY ROAD, 20 FEET
 LX0426'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF THE
 LX0426'EAST END OF THE ROCK AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0426
 LX0426                          STATION RECOVERY (1991)
 LX0426
 LX0426'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3357 ***********************************************************************
 LX3357  DESIGNATION -  B 3653
 LX3357  PID         -  LX3357
 LX3357  STATE/COUNTY-  CT/NEW LONDON
 LX3357  USGS QUAD   -  HAMBURG (1984)
 LX3357
 LX3357                         *CURRENT SURVEY CONTROL
 LX3357  ___________________________________________________________________
 LX3357* NAD 83(1986)-  41 27 51.     (N)    072 16 47.     (W)     SCALED    
 LX3357* NAVD 88     -        69.743  (meters)     228.82   (feet)  ADJUSTED  
 LX3357  ___________________________________________________________________
 LX3357  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX3357  DYNAMIC HT  -          69.719 (meters)     228.74  (feet)  COMP
 LX3357  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LX3357
 LX3357  VERT ORDER  -  FIRST     CLASS II
 LX3357
 LX3357.The horizontal coordinates were scaled from a topographic map and have
 LX3357.an estimated accuracy of +/- 6 seconds.
 LX3357
 LX3357.The orthometric height was determined by differential leveling
 LX3357.and adjusted by the National Geodetic Survey in June 1991..
 LX3357
 LX3357.The geoid height was determined by GEOID03.
 LX3357
 LX3357.The dynamic height is computed by dividing the NAVD 88
 LX3357.geopotential number by the normal gravity value computed on the
 LX3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3357.degrees latitude (g = 980.6199 gals.).
 LX3357
 LX3357.The modeled gravity was interpolated from observed gravity values.
 LX3357
 LX3357;                    North         East    Units  Estimated Accuracy
 LX3357;SPC CT       -   222,570.      344,090.      MT  (+/- 180 meters Scaled)
 LX3357
 LX3357                          SUPERSEDED SURVEY CONTROL
 LX3357
 LX3357.No superseded survey control is available for this station.
 LX3357
 LX3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL271938(NAD 83)
 LX3357_MARKER: DD = SURVEY DISK
 LX3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3357_SP_SET: CONCRETE POST
 LX3357_STAMPING: B 3653
 LX3357_MARK LOGO: CTDT  
 LX3357_PROJECTION: RECESSED 5 CENTIMETERS
 LX3357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3357+STABILITY: SURFACE MOTION
 LX3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3357+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3357
 LX3357  HISTORY     - Date     Condition        Report By
 LX3357  HISTORY     - 1975     MONUMENTED       CTDT
 LX3357  HISTORY     - 1986     GOOD             NGS
 LX3357  HISTORY     - 1989     GOOD             USPSQD
 LX3357  HISTORY     - 19900428 GOOD             USPSQD
 LX3357  HISTORY     - 19991222 GOOD             USPSQD
 LX3357  HISTORY     - 20030602 GOOD             USPSQD
 LX3357  HISTORY     - 20060412 GOOD             USPSQD
 LX3357
 LX3357                          STATION DESCRIPTION
 LX3357
 LX3357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3357'1.9 KM (1.2 MI) SW FROM SALEM FOUR CORNERS.
 LX3357'1.9 KM (1.2 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 LX3357'OF STATE HIGHWAY 85 IN SALEM FOUR CORNERS TO THE MARK ON THE RIGHT AT
 LX3357'THE SOUTHBOUND EXIT RAMP OF STATE HIGHWAY 11, 6.80 METERS (22.3 FT)
 LX3357'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.90 METERS (62.0
 LX3357'FT) WEST OF THE CENTER OF THE EXIT LANE, 5.97 METERS (19.6 FT)
 LX3357'SOUTHEAST OF UTILITY POLE NO. 1136 WITH ONE GUY WIRE AND A STREET
 LX3357'LAMP, 0.61 METER (2.0 FT) NORTH-NORTHWEST OF THE NORTH-NORTHWEST CURB
 LX3357'OF STATE HIGHWAY 82.
 LX3357'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3357
 LX3357                          STATION RECOVERY (1989)
 LX3357
 LX3357'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3357'RECOVERED IN GOOD CONDITION.
 LX3357
 LX3357                          STATION RECOVERY (1990)
 LX3357
 LX3357'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3357'RECOVERED IN GOOD CONDITION.
 LX3357
 LX3357                          STATION RECOVERY (1999)
 LX3357
 LX3357'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3357'RECOVERED IN GOOD CONDITION.
 LX3357
 LX3357                          STATION RECOVERY (2003)
 LX3357
 LX3357'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3357'WITNESS POST NOT FOUND
 LX3357
 LX3357                          STATION RECOVERY (2006)
 LX3357
 LX3357'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3357'18 INCHES FROM CURB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0072 ***********************************************************************
 LX0072  DESIGNATION -  B 37
 LX0072  PID         -  LX0072
 LX0072  STATE/COUNTY-  CT/MIDDLESEX
 LX0072  USGS QUAD   -  ESSEX (1977)
 LX0072
 LX0072                         *CURRENT SURVEY CONTROL
 LX0072  ___________________________________________________________________
 LX0072* NAD 83(1986)-  41 16 53.     (N)    072 27 28.     (W)     SCALED    
 LX0072* NAVD 88     -         4.995  (meters)      16.39   (feet)  ADJUSTED  
 LX0072  ___________________________________________________________________
 LX0072  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX0072  DYNAMIC HT  -           4.994 (meters)      16.38  (feet)  COMP
 LX0072  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 LX0072
 LX0072  VERT ORDER  -  FIRST     CLASS I
 LX0072
 LX0072.The horizontal coordinates were scaled from a topographic map and have
 LX0072.an estimated accuracy of +/- 6 seconds.
 LX0072
 LX0072.The orthometric height was determined by differential leveling
 LX0072.and adjusted by the National Geodetic Survey in June 1991..
 LX0072
 LX0072.The geoid height was determined by GEOID03.
 LX0072
 LX0072.The dynamic height is computed by dividing the NAVD 88
 LX0072.geopotential number by the normal gravity value computed on the
 LX0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0072.degrees latitude (g = 980.6199 gals.).
 LX0072
 LX0072.The modeled gravity was interpolated from observed gravity values.
 LX0072
 LX0072;                    North         East    Units  Estimated Accuracy
 LX0072;SPC CT       -   202,200.      329,280.      MT  (+/- 180 meters Scaled)
 LX0072
 LX0072                          SUPERSEDED SURVEY CONTROL
 LX0072
 LX0072  NGVD 29 (??/??/92)    5.312  (m)           17.43   (f) ADJ UNCH    1 1
 LX0072
 LX0072.Superseded values are not recommended for survey control.
 LX0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0072.See file dsdata.txt to determine how the superseded data were derived.
 LX0072
 LX0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL129731(NAD 83)
 LX0072_MARKER: DB = BENCH MARK DISK
 LX0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0072_SP_SET: BUILDING
 LX0072_STAMPING: B 37 1965
 LX0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0072
 LX0072  HISTORY     - Date     Condition        Report By
 LX0072  HISTORY     - 1965     MONUMENTED       CGS
 LX0072  HISTORY     - 1984     GOOD             USPSQD
 LX0072  HISTORY     - 1988     GOOD             USPSQD
 LX0072  HISTORY     - 1988     GOOD             USPSQD
 LX0072  HISTORY     - 1989     GOOD             USPSQD
 LX0072  HISTORY     - 1990     GOOD             USPSQD
 LX0072  HISTORY     - 19950809 GOOD             USPSQD
 LX0072  HISTORY     - 19970130 GOOD             USPSQD
 LX0072
 LX0072                          STATION DESCRIPTION
 LX0072
 LX0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0072'AT WESTBROOK.
 LX0072'AT WESTBROOK, ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE
 LX0072'TOWN HALL, AT THE JUNCTION OF THE HIGHWAY AND ANTONIE ROAD, SET
 LX0072'VERTICALLY IN THE SOUTH FACE AND NEAR THE SOUTHEAST CORNER OF
 LX0072'THE WESTBROOK SCHOOL, 205 FEET NORTH OF THE CENTER LINE OF THE
 LX0072'HIGHWAY, 1.6 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING
 LX0072'AND 1.4 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0072
 LX0072                          STATION RECOVERY (1984)
 LX0072
 LX0072'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0072'RECOVERED IN GOOD CONDITION.
 LX0072
 LX0072                          STATION RECOVERY (1988)
 LX0072
 LX0072'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 LX0072'RECOVERED IN GOOD CONDITION.
 LX0072
 LX0072                          STATION RECOVERY (1988)
 LX0072
 LX0072'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0072'RECOVERED IN GOOD CONDITION.
 LX0072
 LX0072                          STATION RECOVERY (1989)
 LX0072
 LX0072'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0072'RECOVERED IN GOOD CONDITION.
 LX0072
 LX0072                          STATION RECOVERY (1990)
 LX0072
 LX0072'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0072'RECOVERED IN GOOD CONDITION.
 LX0072
 LX0072                          STATION RECOVERY (1995)
 LX0072
 LX0072'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0072'RECOVERED IN GOOD CONDITION.
 LX0072
 LX0072                          STATION RECOVERY (1997)
 LX0072
 LX0072'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0131 ***********************************************************************
 LX0131  DESIGNATION -  B 38
 LX0131  PID         -  LX0131
 LX0131  STATE/COUNTY-  CT/NEW LONDON
 LX0131  USGS QUAD   -  NIANTIC (1983)
 LX0131
 LX0131                         *CURRENT SURVEY CONTROL
 LX0131  ___________________________________________________________________
 LX0131* NAD 83(1986)-  41 19 13.     (N)    072 12 53.     (W)     SCALED    
 LX0131* NAVD 88     -         9.950  (meters)      32.64   (feet)  ADJUSTED  
 LX0131  ___________________________________________________________________
 LX0131  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0131  DYNAMIC HT  -           9.946 (meters)      32.63  (feet)  COMP
 LX0131  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 LX0131
 LX0131  VERT ORDER  -  FIRST     CLASS I
 LX0131
 LX0131.The horizontal coordinates were scaled from a topographic map and have
 LX0131.an estimated accuracy of +/- 6 seconds.
 LX0131
 LX0131.The orthometric height was determined by differential leveling
 LX0131.and adjusted by the National Geodetic Survey in June 1991..
 LX0131
 LX0131.The geoid height was determined by GEOID03.
 LX0131
 LX0131.The dynamic height is computed by dividing the NAVD 88
 LX0131.geopotential number by the normal gravity value computed on the
 LX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0131.degrees latitude (g = 980.6199 gals.).
 LX0131
 LX0131.The modeled gravity was interpolated from observed gravity values.
 LX0131
 LX0131;                    North         East    Units  Estimated Accuracy
 LX0131;SPC CT       -   206,620.      349,620.      MT  (+/- 180 meters Scaled)
 LX0131
 LX0131                          SUPERSEDED SURVEY CONTROL
 LX0131
 LX0131  NGVD 29 (??/??/92)   10.254  (m)           33.64   (f) ADJ UNCH    1 1
 LX0131
 LX0131.Superseded values are not recommended for survey control.
 LX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0131.See file dsdata.txt to determine how the superseded data were derived.
 LX0131
 LX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL331780(NAD 83)
 LX0131_MARKER: DB = BENCH MARK DISK
 LX0131_SETTING: 66 = SET IN ROCK OUTCROP
 LX0131_SP_SET: BEDROCK
 LX0131_STAMPING: B 38 1965
 LX0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0131+STABILITY: POSITION/ELEVATION WELL
 LX0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0131+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 LX0131
 LX0131  HISTORY     - Date     Condition        Report By
 LX0131  HISTORY     - 1965     MONUMENTED       CGS
 LX0131  HISTORY     - 1983     GOOD             USPSQD
 LX0131  HISTORY     - 1987     GOOD             USPSQD
 LX0131  HISTORY     - 1988     GOOD             USPSQD
 LX0131  HISTORY     - 1989     GOOD             USPSQD
 LX0131  HISTORY     - 19901206 GOOD             USPSQD
 LX0131  HISTORY     - 20010415 GOOD             USPSQD
 LX0131  HISTORY     - 20041115 GOOD             USPSQD
 LX0131  HISTORY     - 20051202 GOOD             USPSQD
 LX0131  HISTORY     - 20051206 GOOD             USPSQD
 LX0131
 LX0131                          STATION DESCRIPTION
 LX0131
 LX0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0131'1 MI W FROM NIANTIC.
 LX0131'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE
 LX0131'AT NIANTIC, NEAR THE INTERSECTION OF THE HIGHWAY AND HUNTLY COURT,
 LX0131'SET NEAR THE NORTHEAST EDGE OF A LARGE MASS OF EXPOSED BEDROCK
 LX0131'WITH THREE LARGE GAS TANKS AND IN THE REAR OF GUY GAS STATION,
 LX0131'119 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 LX0131'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 20.8 FEET EAST
 LX0131'OF THE EAST END OF THE SOUTH ROCK MASONARY FOUNDATION FOR OIL
 LX0131'TANK, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0131
 LX0131                          STATION RECOVERY (1983)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (1987)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (1988)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (1989)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (1990)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (2001)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (2004)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (2005)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0131'RECOVERED IN GOOD CONDITION.
 LX0131
 LX0131                          STATION RECOVERY (2005)
 LX0131
 LX0131'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0738 ***********************************************************************
 LW0738  DESIGNATION -  B 39
 LW0738  PID         -  LW0738
 LW0738  STATE/COUNTY-  CT/NEW LONDON
 LW0738  USGS QUAD   -  MYSTIC (1984)
 LW0738
 LW0738                         *CURRENT SURVEY CONTROL
 LW0738  ___________________________________________________________________
 LW0738* NAD 83(1986)-  41 21 39.     (N)    071 52 36.     (W)     SCALED    
 LW0738* NAVD 88     -         8.477  (meters)      27.81   (feet)  ADJUSTED  
 LW0738  ___________________________________________________________________
 LW0738  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW0738  DYNAMIC HT  -           8.474 (meters)      27.80  (feet)  COMP
 LW0738  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LW0738
 LW0738  VERT ORDER  -  FIRST     CLASS I
 LW0738
 LW0738.The horizontal coordinates were scaled from a topographic map and have
 LW0738.an estimated accuracy of +/- 6 seconds.
 LW0738
 LW0738.The orthometric height was determined by differential leveling
 LW0738.and adjusted by the National Geodetic Survey in June 1991..
 LW0738
 LW0738.The geoid height was determined by GEOID03.
 LW0738
 LW0738.The dynamic height is computed by dividing the NAVD 88
 LW0738.geopotential number by the normal gravity value computed on the
 LW0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0738.degrees latitude (g = 980.6199 gals.).
 LW0738
 LW0738.The modeled gravity was interpolated from observed gravity values.
 LW0738
 LW0738;                    North         East    Units  Estimated Accuracy
 LW0738;SPC CT       -   211,350.      377,870.      MT  (+/- 180 meters Scaled)
 LW0738
 LW0738                          SUPERSEDED SURVEY CONTROL
 LW0738
 LW0738  NGVD 29 (??/??/92)    8.765  (m)           28.76   (f) ADJ UNCH    1 1
 LW0738
 LW0738.Superseded values are not recommended for survey control.
 LW0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0738.See file dsdata.txt to determine how the superseded data were derived.
 LW0738
 LW0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF593828(NAD 83)
 LW0738_MARKER: DB = BENCH MARK DISK
 LW0738_SETTING: 66 = SET IN ROCK OUTCROP
 LW0738_SP_SET: BEDROCK
 LW0738_STAMPING: B 39 1965
 LW0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0738+STABILITY: POSITION/ELEVATION WELL
 LW0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0738+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW0738
 LW0738  HISTORY     - Date     Condition        Report By
 LW0738  HISTORY     - 1965     MONUMENTED       CGS
 LW0738  HISTORY     - 1972     GOOD             CTGS
 LW0738  HISTORY     - 1988     GOOD             USPSQD
 LW0738  HISTORY     - 20020219 GOOD             USPSQD
 LW0738
 LW0738                          STATION DESCRIPTION
 LW0738
 LW0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0738'2.2 MI NE FROM STONINGTON.
 LW0738'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 A FROM THE OVERPASS OVER
 LW0738'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT STONINGTON,
 LW0738'THENCE 1.05 MILES NORTHEAST ALONG U.S. HIGHWAY 1, 75 YARDS EAST
 LW0738'OF THE JUNCTION OF GREEN HAVEN ROAD LEADING SOUTHEAST, AT THE
 LW0738'JUNCTION OF FARM HOLM ROAD LEADING NORTHWEST, SET ON THE TOP OF
 LW0738'AND 5 FEET SOUTH OF THE NORTH END OF A 50-BY-25-FEET EXPOSED
 LW0738'AREA OF BEDROCK, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LW0738'HIGHWAY, 35 FEET SOUTHEAST OF A ROCK FENCE, 20 FEET NORTHEAST OF
 LW0738'THE EXTENDED CENTER LINE OF FARM HOLM ROAD, 30 YARDS NORTHEAST
 LW0738'OF THE NORTHEAST CORNER OF A 2-STORIED FRAME HOUSE, ABOUT LEVEL
 LW0738'WITH THE GROUND AT THE NORTH END OF THE ROCK AND 3 FEET ABOVE
 LW0738'THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING
 LW0738'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0738'STATE HIGHWAY 2 AT PAWCATUCK.
 LW0738
 LW0738                          STATION RECOVERY (1972)
 LW0738
 LW0738'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LW0738'RECOVERED IN GOOD CONDITION.
 LW0738
 LW0738                          STATION RECOVERY (1988)
 LW0738
 LW0738'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0738'RECOVERED IN GOOD CONDITION.
 LW0738
 LW0738                          STATION RECOVERY (2002)
 LW0738
 LW0738'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0851 ***********************************************************************
 LX0851  DESIGNATION -  B 42 2 C OF B
 LX0851  PID         -  LX0851
 LX0851  STATE/COUNTY-  CT/FAIRFIELD
 LX0851  USGS QUAD   -  BRIDGEPORT (1984)
 LX0851
 LX0851                         *CURRENT SURVEY CONTROL
 LX0851  ___________________________________________________________________
 LX0851* NAD 83(1986)-  41 10 55.     (N)    073 11 25.     (W)     SCALED    
 LX0851* NAVD 88     -         6.741  (meters)      22.12   (feet)  ADJUSTED  
 LX0851  ___________________________________________________________________
 LX0851  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0851  DYNAMIC HT  -           6.739 (meters)      22.11  (feet)  COMP
 LX0851  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 LX0851
 LX0851  VERT ORDER  -  FIRST     CLASS I
 LX0851
 LX0851.The horizontal coordinates were scaled from a topographic map and have
 LX0851.an estimated accuracy of +/- 6 seconds.
 LX0851
 LX0851.The orthometric height was determined by differential leveling
 LX0851.and adjusted by the National Geodetic Survey in June 1991..
 LX0851
 LX0851.The geoid height was determined by GEOID03.
 LX0851
 LX0851.The dynamic height is computed by dividing the NAVD 88
 LX0851.geopotential number by the normal gravity value computed on the
 LX0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0851.degrees latitude (g = 980.6199 gals.).
 LX0851
 LX0851.The modeled gravity was interpolated from observed gravity values.
 LX0851
 LX0851;                    North         East    Units  Estimated Accuracy
 LX0851;SPC CT       -   191,210.      267,860.      MT  (+/- 180 meters Scaled)
 LX0851
 LX0851                          SUPERSEDED SURVEY CONTROL
 LX0851
 LX0851.No superseded survey control is available for this station.
 LX0851
 LX0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL517605(NAD 83)
 LX0851_MARKER: DD = SURVEY DISK
 LX0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0851_MARK LOGO: CT0080
 LX0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0851+STABILITY: SURFACE MOTION
 LX0851
 LX0851  HISTORY     - Date     Condition        Report By
 LX0851  HISTORY     - UNK      MONUMENTED       CT0080
 LX0851  HISTORY     - 1965     GOOD             NGS
 LX0851  HISTORY     - 1985     GOOD             NGS
 LX0851
 LX0851                          STATION DESCRIPTION
 LX0851
 LX0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0851'AT BRIDGEPORT.
 LX0851'AT BRIDGEPORT, AT THE INTERSECTION OF MAIN AND CONGRESS STREET,
 LX0851'ABOUT IN THE CENTER OF A CONCRETE SIDEWALK, 10 FEET NORTH OF THE
 LX0851'NORTH CURB OF CONGRESS STREET, 9 FEET WEST OF THE WEST CURB OF
 LX0851'MAIN STREET, 7 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LX0851'LARGE BUILDING, 1 1/2 FEET ABOVE THE LEVEL OF MAIN STREET AND
 LX0851'FLUSH WITH THE SIDEWALK.
 LX0851
 LX0851                          STATION RECOVERY (1985)
 LX0851
 LX0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0851'RECOVERED IN GOOD CONDITION.  THERE IS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0842 ***********************************************************************
 LX0842  DESIGNATION -  B 47 1 C OF B
 LX0842  PID         -  LX0842
 LX0842  STATE/COUNTY-  CT/FAIRFIELD
 LX0842  USGS QUAD   -  BRIDGEPORT (1984)
 LX0842
 LX0842                         *CURRENT SURVEY CONTROL
 LX0842  ___________________________________________________________________
 LX0842* NAD 83(1986)-  41 11 19.     (N)    073 11 59.     (W)     SCALED    
 LX0842* NAVD 88     -        12.115  (meters)      39.75   (feet)  ADJUSTED  
 LX0842  ___________________________________________________________________
 LX0842  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0842  DYNAMIC HT  -          12.111 (meters)      39.73  (feet)  COMP
 LX0842  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 LX0842
 LX0842  VERT ORDER  -  FIRST     CLASS I
 LX0842
 LX0842.The horizontal coordinates were scaled from a topographic map and have
 LX0842.an estimated accuracy of +/- 6 seconds.
 LX0842
 LX0842.The orthometric height was determined by differential leveling
 LX0842.and adjusted by the National Geodetic Survey in June 1991..
 LX0842
 LX0842.The geoid height was determined by GEOID03.
 LX0842
 LX0842.The dynamic height is computed by dividing the NAVD 88
 LX0842.geopotential number by the normal gravity value computed on the
 LX0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0842.degrees latitude (g = 980.6199 gals.).
 LX0842
 LX0842.The modeled gravity was interpolated from observed gravity values.
 LX0842
 LX0842;                    North         East    Units  Estimated Accuracy
 LX0842;SPC CT       -   191,960.      267,070.      MT  (+/- 180 meters Scaled)
 LX0842
 LX0842                          SUPERSEDED SURVEY CONTROL
 LX0842
 LX0842.No superseded survey control is available for this station.
 LX0842
 LX0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL509612(NAD 83)
 LX0842_MARKER: Z = SEE DESCRIPTION
 LX0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0842_MARK LOGO: CT0080
 LX0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0842+STABILITY: SURFACE MOTION
 LX0842
 LX0842  HISTORY     - Date     Condition        Report By
 LX0842  HISTORY     - UNK      MONUMENTED       CT0080
 LX0842  HISTORY     - 1965     GOOD             NGS
 LX0842  HISTORY     - 1985     GOOD             NGS
 LX0842
 LX0842                          STATION DESCRIPTION
 LX0842
 LX0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0842'AT BRIDGEPORT.
 LX0842'AT BRIDGEPORT, AT THE INTERSECTION OF NORTH AVENUE AND MADISON
 LX0842'AVENUE, ABOUT IN THE CENTER OF SIDEWALK, 11.2 FEET SOUTHEAST
 LX0842'OF THE SOUTHEAST CURB OF NORTH AVENUE, 6.6 FEET SOUTHWEST OF THE
 LX0842'SOUTHWEST CURB OF MADISON AVENUE, 15.2 FEET NORTH OF THE NORTH
 LX0842'CORNER OF A BUILDING AT 1193 NORTH AVENUE, 1/2 FOOT ABOVE THE
 LX0842'LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST WHICH
 LX0842'PROJECTS 1/2 INCH ABOVE THE LEVEL OF THE SIDEWALK.
 LX0842
 LX0842                          STATION RECOVERY (1985)
 LX0842
 LX0842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0842'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IN QUAD 410732, PAGE 12
 LX0842'IS ADEQUATE EXCEPT MARK IS FLUSH WITH THE SIDEWALK INSTEAD OF
 LX0842'PROJECTING 1/2 INCH.  MARK IS A 1/4 INCH BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1670 ***********************************************************************
 LX1670  DESIGNATION -  B 49
 LX1670  PID         -  LX1670
 LX1670  STATE/COUNTY-  CT/HARTFORD
 LX1670  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1670
 LX1670                         *CURRENT SURVEY CONTROL
 LX1670  ___________________________________________________________________
 LX1670* NAD 83(1986)-  41 52 08.     (N)    072 37 43.     (W)     SCALED    
 LX1670* NAVD 88     -        15.730  (meters)      51.61   (feet)  ADJUSTED  
 LX1670  ___________________________________________________________________
 LX1670  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX1670  DYNAMIC HT  -          15.726 (meters)      51.59  (feet)  COMP
 LX1670  MODELED GRAV-     980,328.1   (mgal)                       NAVD 88
 LX1670
 LX1670  VERT ORDER  -  FIRST     CLASS II
 LX1670
 LX1670.The horizontal coordinates were scaled from a topographic map and have
 LX1670.an estimated accuracy of +/- 6 seconds.
 LX1670
 LX1670.The orthometric height was determined by differential leveling
 LX1670.and adjusted by the National Geodetic Survey in June 1991..
 LX1670
 LX1670.The geoid height was determined by GEOID03.
 LX1670
 LX1670.The dynamic height is computed by dividing the NAVD 88
 LX1670.geopotential number by the normal gravity value computed on the
 LX1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1670.degrees latitude (g = 980.6199 gals.).
 LX1670
 LX1670.The modeled gravity was interpolated from observed gravity values.
 LX1670
 LX1670;                    North         East    Units  Estimated Accuracy
 LX1670;SPC CT       -   267,420.      314,880.      MT  (+/- 180 meters Scaled)
 LX1670
 LX1670                          SUPERSEDED SURVEY CONTROL
 LX1670
 LX1670.No superseded survey control is available for this station.
 LX1670
 LX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM968379(NAD 83)
 LX1670_MARKER: DB = BENCH MARK DISK
 LX1670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1670_SP_SET: STAINLESS STEEL ROD
 LX1670_STAMPING: B 49 1978
 LX1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1670
 LX1670  HISTORY     - Date     Condition        Report By
 LX1670  HISTORY     - 1978     MONUMENTED       NGS
 LX1670
 LX1670                          STATION DESCRIPTION
 LX1670
 LX1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1670'1.5 MILE NE FROM WINDSOR.
 LX1670'1.5 MILE NORTHEAST ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1670'WINDSOR TO THE MARK ON THE LEFT, SET DIRECTLY BEHING POWER POLE
 LX1670'NUMBER 110-H 1625, 73 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LX1670'WHITE SPLIT LEVEL HOUSE, 27.7 FEET NORTHWEST OF THE CENTER LINE OF
 LX1670'HIGHWAY 159, 22.5 FEET SOUTHWEST OF A FIRE HYDRANT, 1.5 FEET NORTH-
 LX1670'WEST OF THE POWER POLE WITH A STREET LIGHT AND TRANSFORMER.  ROD
 LX1670'DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0859 ***********************************************************************
 LX0859  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0859  DESIGNATION -  B 5 3 C OF B
 LX0859  PID         -  LX0859
 LX0859  STATE/COUNTY-  CT/FAIRFIELD
 LX0859  USGS QUAD   -  BRIDGEPORT (1984)
 LX0859
 LX0859                         *CURRENT SURVEY CONTROL
 LX0859  ___________________________________________________________________
 LX0859* NAD 83(1986)-  41 10 37.     (N)    073 10 42.     (W)     SCALED    
 LX0859* NAVD 88     -         3.678  (meters)      12.07   (feet)  ADJUSTED  
 LX0859  ___________________________________________________________________
 LX0859  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0859  DYNAMIC HT  -           3.677 (meters)      12.06  (feet)  COMP
 LX0859  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 LX0859
 LX0859  VERT ORDER  -  FIRST     CLASS I
 LX0859
 LX0859.The horizontal coordinates were scaled from a topographic map and have
 LX0859.an estimated accuracy of +/- 6 seconds.
 LX0859
 LX0859.The orthometric height was determined by differential leveling
 LX0859.and adjusted by the National Geodetic Survey in June 1991..
 LX0859.WARNING-Repeat measurements at this control monument indicate possible
 LX0859.vertical movement.
 LX0859
 LX0859.This Tidal Bench Mark is designated as VM 255
 LX0859.by the Center for Operational Oceanographic Products and Services.
 LX0859
 LX0859.The geoid height was determined by GEOID03.
 LX0859
 LX0859.The dynamic height is computed by dividing the NAVD 88
 LX0859.geopotential number by the normal gravity value computed on the
 LX0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0859.degrees latitude (g = 980.6199 gals.).
 LX0859
 LX0859.The modeled gravity was interpolated from observed gravity values.
 LX0859
 LX0859;                    North         East    Units  Estimated Accuracy
 LX0859;SPC CT       -   190,650.      268,860.      MT  (+/- 180 meters Scaled)
 LX0859
 LX0859                          SUPERSEDED SURVEY CONTROL
 LX0859
 LX0859.No superseded survey control is available for this station.
 LX0859
 LX0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL527599(NAD 83)
 LX0859_MARKER: DD = SURVEY DISK
 LX0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0859_MARK LOGO: CT0080
 LX0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0859+STABILITY: SURFACE MOTION
 LX0859
 LX0859  HISTORY     - Date     Condition        Report By
 LX0859  HISTORY     - UNK      MONUMENTED       CT0080
 LX0859  HISTORY     - 1965     GOOD             NGS
 LX0859  HISTORY     - 1985     GOOD             NGS
 LX0859
 LX0859                          STATION DESCRIPTION
 LX0859
 LX0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0859'AT BRIDGEPORT.
 LX0859'AT BRIDGEPORT, AT THE JUNCTION OF STRATFORD AVENUE AND HOUGH
 LX0859'AVENUE, 7 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF HOUGH
 LX0859'AVENUE, 2.3 FEET NORTHEAST OF THE NORTHEAST CURB OF STRATFORD
 LX0859'AVENUE, 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE, SET IN THE TOP
 LX0859'OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE LEVEL OF THE
 LX0859'SIDEWALK.
 LX0859
 LX0859                          STATION RECOVERY (1985)
 LX0859
 LX0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0859'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE FOR
 LX0859'RECOVERY WITH THE FOLLOWING CHANGES, CHANGE--PROJECTING 0.5 FOOT TO
 LX0859'LEVEL WITH THE SIDEWALK. NOTE--THE CONCRETE HAS BROKEN AWAY FROM
 LX0859'AROUND MOST OF THE DISK, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1646 ***********************************************************************
 LX1646  DESIGNATION -  B 50
 LX1646  PID         -  LX1646
 LX1646  STATE/COUNTY-  CT/HARTFORD
 LX1646  USGS QUAD   -  MERIDEN (1992)
 LX1646
 LX1646                         *CURRENT SURVEY CONTROL
 LX1646  ___________________________________________________________________
 LX1646* NAD 83(1986)-  41 36 44.     (N)    072 47 36.     (W)     SCALED    
 LX1646* NAVD 88     -        75.115  (meters)     246.44   (feet)  ADJUSTED  
 LX1646  ___________________________________________________________________
 LX1646  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX1646  DYNAMIC HT  -          75.092 (meters)     246.36  (feet)  COMP
 LX1646  MODELED GRAV-     980,311.8   (mgal)                       NAVD 88
 LX1646
 LX1646  VERT ORDER  -  FIRST     CLASS II
 LX1646
 LX1646.The horizontal coordinates were scaled from a topographic map and have
 LX1646.an estimated accuracy of +/- 6 seconds.
 LX1646
 LX1646.The orthometric height was determined by differential leveling
 LX1646.and adjusted by the National Geodetic Survey in June 1991..
 LX1646
 LX1646.The geoid height was determined by GEOID03.
 LX1646
 LX1646.The dynamic height is computed by dividing the NAVD 88
 LX1646.geopotential number by the normal gravity value computed on the
 LX1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1646.degrees latitude (g = 980.6199 gals.).
 LX1646
 LX1646.The modeled gravity was interpolated from observed gravity values.
 LX1646
 LX1646;                    North         East    Units  Estimated Accuracy
 LX1646;SPC CT       -   238,900.      301,190.      MT  (+/- 180 meters Scaled)
 LX1646
 LX1646                          SUPERSEDED SURVEY CONTROL
 LX1646
 LX1646.No superseded survey control is available for this station.
 LX1646
 LX1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM838090(NAD 83)
 LX1646_MARKER: DB = BENCH MARK DISK
 LX1646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1646_SP_SET: STAINLESS STEEL ROD
 LX1646_STAMPING: B 50 1978
 LX1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1646
 LX1646  HISTORY     - Date     Condition        Report By
 LX1646  HISTORY     - 1978     MONUMENTED       NGS
 LX1646
 LX1646                          STATION DESCRIPTION
 LX1646
 LX1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1646'5.95 MI SOUTH FROM NEW BRITAIN.
 LX1646'5.95 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST
 LX1646'MAIN STREET AND HIGHWAY 71 IN NEW BRITAIN, TO THE MARK ON THE LEFT
 LX1646'0.05 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAYS 71 AND 71A, 6.7
 LX1646'MILES NORTHWEST OF MERIDEN, 31 FEET NORTHEAST OF A FIRE HYDRANT,
 LX1646'20 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 71, 3.5 FEET SOUTH
 LX1646'OF POWER POLE NUMBER 58206, 3 ATTEMPTS MADE TO DRIVE ROD, ROD DRIVEN
 LX1646'TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1620 ***********************************************************************
 LX1620  DESIGNATION -  B 51
 LX1620  PID         -  LX1620
 LX1620  STATE/COUNTY-  CT/NEW HAVEN
 LX1620  USGS QUAD   -  NEW HAVEN (1984)
 LX1620
 LX1620                         *CURRENT SURVEY CONTROL
 LX1620  ___________________________________________________________________
 LX1620* NAD 83(1986)-  41 18 36.     (N)    072 55 04.     (W)     SCALED    
 LX1620* NAVD 88     -         8.047  (meters)      26.40   (feet)  ADJUSTED  
 LX1620  ___________________________________________________________________
 LX1620  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX1620  DYNAMIC HT  -           8.045 (meters)      26.39  (feet)  COMP
 LX1620  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX1620
 LX1620  VERT ORDER  -  FIRST     CLASS II
 LX1620
 LX1620.The horizontal coordinates were scaled from a topographic map and have
 LX1620.an estimated accuracy of +/- 6 seconds.
 LX1620
 LX1620.The orthometric height was determined by differential leveling
 LX1620.and adjusted by the National Geodetic Survey in June 1991..
 LX1620
 LX1620.The geoid height was determined by GEOID03.
 LX1620
 LX1620.The dynamic height is computed by dividing the NAVD 88
 LX1620.geopotential number by the normal gravity value computed on the
 LX1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1620.degrees latitude (g = 980.6199 gals.).
 LX1620
 LX1620.The modeled gravity was interpolated from observed gravity values.
 LX1620
 LX1620;                    North         East    Units  Estimated Accuracy
 LX1620;SPC CT       -   205,350.      290,750.      MT  (+/- 180 meters Scaled)
 LX1620
 LX1620                          SUPERSEDED SURVEY CONTROL
 LX1620
 LX1620.No superseded survey control is available for this station.
 LX1620
 LX1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL743752(NAD 83)
 LX1620_MARKER: DB = BENCH MARK DISK
 LX1620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1620_SP_SET: FOUNDATION
 LX1620_STAMPING: B 51 1978
 LX1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1620
 LX1620  HISTORY     - Date     Condition        Report By
 LX1620  HISTORY     - 1978     MONUMENTED       NGS
 LX1620
 LX1620                          STATION DESCRIPTION
 LX1620
 LX1620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1620'IN NEW HAVEN.
 LX1620'IN NEW HAVEN 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 5 WHICH IS
 LX1620'ALSO STATE STREET, FROM THE U.S. HIGHWAY 91 OVERPASS BRIDGE OVER
 LX1620'HIGHWAY 5, SET IN THE NORTHEAST CORNER OF THE FOUNDATION OF THE
 LX1620'JET CLEANERS BUILDING, 10.1 FEET SOUTHWEST OF THE NORTHEAST EDGE
 LX1620'OF THE FOUNDATION, 8.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 LX1620'THE FOUNDATION, 34.2 FEET SOUTHWEST OF A METAL I BEAM WITH SIGN
 LX1620'READING JET CLEANERS 1 HOUR SERVICE, 83 FEET SOUTHEAST OF THE
 LX1620'CENTER LINE OF HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0083 ***********************************************************************
 LX0083  DESIGNATION -  B 5=103
 LX0083  PID         -  LX0083
 LX0083  STATE/COUNTY-  CT/MIDDLESEX
 LX0083  USGS QUAD   -  ESSEX (1977)
 LX0083
 LX0083                         *CURRENT SURVEY CONTROL
 LX0083  ___________________________________________________________________
 LX0083* NAD 83(1986)-  41 17 29.     (N)    072 24 16.     (W)     SCALED    
 LX0083* NAVD 88     -         5.245  (meters)      17.21   (feet)  ADJUSTED  
 LX0083  ___________________________________________________________________
 LX0083  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX0083  DYNAMIC HT  -           5.243 (meters)      17.20  (feet)  COMP
 LX0083  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 LX0083
 LX0083  VERT ORDER  -  FIRST     CLASS I
 LX0083
 LX0083.The horizontal coordinates were scaled from a topographic map and have
 LX0083.an estimated accuracy of +/- 6 seconds.
 LX0083
 LX0083.The orthometric height was determined by differential leveling
 LX0083.and adjusted by the National Geodetic Survey in June 1991..
 LX0083
 LX0083.The geoid height was determined by GEOID03.
 LX0083
 LX0083.The dynamic height is computed by dividing the NAVD 88
 LX0083.geopotential number by the normal gravity value computed on the
 LX0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0083.degrees latitude (g = 980.6199 gals.).
 LX0083
 LX0083.The modeled gravity was interpolated from observed gravity values.
 LX0083
 LX0083;                    North         East    Units  Estimated Accuracy
 LX0083;SPC CT       -   203,330.      333,750.      MT  (+/- 180 meters Scaled)
 LX0083
 LX0083                          SUPERSEDED SURVEY CONTROL
 LX0083
 LX0083  NGVD 29 (??/??/92)    5.56   (m)           18.2    (f) COMPUTED    1 1
 LX0083
 LX0083.Superseded values are not recommended for survey control.
 LX0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0083.See file dsdata.txt to determine how the superseded data were derived.
 LX0083
 LX0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL173743(NAD 83)
 LX0083_MARKER: Z = SEE DESCRIPTION
 LX0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0083_SP_SET: STEP
 LX0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0083
 LX0083  HISTORY     - Date     Condition        Report By
 LX0083  HISTORY     - UNK      MONUMENTED       DOD
 LX0083  HISTORY     - 1965     GOOD             NGS
 LX0083  HISTORY     - 1988     GOOD             USPSQD
 LX0083  HISTORY     - 1988     POOR             USPSQD
 LX0083  HISTORY     - 1989     GOOD             USPSQD
 LX0083  HISTORY     - 1990     GOOD             USPSQD
 LX0083  HISTORY     - 19900505 POOR             USPSQD
 LX0083
 LX0083                          STATION DESCRIPTION
 LX0083
 LX0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0083'1.5 MI W FROM SAYBROOK JUNCTION.
 LX0083'1.5 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0083'RAILROAD FROM SAYBROOK JUNCTION, MIDDLESEX COUNTY, AT BRIDGE
 LX0083'31.38 AT SCHOOL HOUSE ROAD (AN OVERHEAD CROSSING), ON THE
 LX0083'SOUTHWEST CORNER OF THE BOTTOM STEP OF THE NORTHWEST WING WALL, 5
 LX0083'FEET NORTH OF THE NORTH RAIL OF THE OUTSIDE TRACK OF FOUR TRACKS,
 LX0083'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A KNOB CUT IN THE STONE.
 LX0083
 LX0083                          STATION RECOVERY (1988)
 LX0083
 LX0083'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0083'RECOVERED IN GOOD CONDITION.
 LX0083
 LX0083                          STATION RECOVERY (1988)
 LX0083
 LX0083'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0083'MARK RECOVERED IN POOR CONDITION.
 LX0083
 LX0083                          STATION RECOVERY (1989)
 LX0083
 LX0083'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0083'RECOVERED IN GOOD CONDITION.
 LX0083
 LX0083                          STATION RECOVERY (1990)
 LX0083
 LX0083'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0083'RECOVERED IN GOOD CONDITION.
 LX0083
 LX0083                          STATION RECOVERY (1990)
 LX0083
 LX0083'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0083'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1456 ***********************************************************************
 MZ1456  DESIGNATION -  B 53
 MZ1456  PID         -  MZ1456
 MZ1456  STATE/COUNTY-  CT/LITCHFIELD
 MZ1456  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1456
 MZ1456                         *CURRENT SURVEY CONTROL
 MZ1456  ___________________________________________________________________
 MZ1456* NAD 83(1986)-  42 01 16.     (N)    073 19 51.     (W)     SCALED    
 MZ1456* NAVD 88     -       211.380  (meters)     693.50   (feet)  ADJUSTED  
 MZ1456  ___________________________________________________________________
 MZ1456  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 MZ1456  DYNAMIC HT  -         211.308 (meters)     693.27  (feet)  COMP
 MZ1456  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 MZ1456
 MZ1456  VERT ORDER  -  FIRST     CLASS II
 MZ1456
 MZ1456.The horizontal coordinates were scaled from a topographic map and have
 MZ1456.an estimated accuracy of +/- 6 seconds.
 MZ1456
 MZ1456.The orthometric height was determined by differential leveling
 MZ1456.and adjusted by the National Geodetic Survey in June 1991..
 MZ1456
 MZ1456.The geoid height was determined by GEOID03.
 MZ1456
 MZ1456.The dynamic height is computed by dividing the NAVD 88
 MZ1456.geopotential number by the normal gravity value computed on the
 MZ1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1456.degrees latitude (g = 980.6199 gals.).
 MZ1456
 MZ1456.The modeled gravity was interpolated from observed gravity values.
 MZ1456
 MZ1456;                    North         East    Units  Estimated Accuracy
 MZ1456;SPC CT       -   284,480.      256,690.      MT  (+/- 180 meters Scaled)
 MZ1456
 MZ1456                          SUPERSEDED SURVEY CONTROL
 MZ1456
 MZ1456.No superseded survey control is available for this station.
 MZ1456
 MZ1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM381534(NAD 83)
 MZ1456_MARKER: DB = BENCH MARK DISK
 MZ1456_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1456_SP_SET: ROCK OUTCROP
 MZ1456_STAMPING: B 53 1984
 MZ1456_MARK LOGO: NGS   
 MZ1456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1456+STABILITY: POSITION/ELEVATION WELL
 MZ1456
 MZ1456  HISTORY     - Date     Condition        Report By
 MZ1456  HISTORY     - 1984     MONUMENTED       NGS
 MZ1456  HISTORY     - 1984     GOOD             NGS
 MZ1456
 MZ1456                          STATION DESCRIPTION
 MZ1456
 MZ1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1456'0.7 KM (0.45 MI) SW FROM CANAAN.
 MZ1456'0.7 KM (0.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 MZ1456'U.S. HIGHWAY 44 IN CANAAN TO THE MARK ON THE RIGHT, IN TOP OF THE
 MZ1456'APPROXIMATE CENTER OF AN EXPOSED ROCK OUTCROP AND ACROSS THE HIGHWAY
 MZ1456'FROM UTILITY POLE 966, 6.24 METERS (20.5 FT) NORTHWEST OF THE
 MZ1456'CENTERLINE OF THE HIGHWAY, 14.32 METERS (47.0 FT) SOUTHWEST OF A PAVED
 MZ1456'ENTRANCE DRIVE LEADING TO A TWO STORY FRAME HOUSE, 11.12 METERS
 MZ1456'(36.5 FT) WEST OF THE UTILITY POLE.
 MZ1456'THE MARK IS 0.25 METERS  SW FROM A WITNESS POST.
 MZ1456'THE MARK IS 1.22 M ABOVE HIGHWAY.
 MZ1456
 MZ1456                          STATION RECOVERY (1984)
 MZ1456
 MZ1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1858 ***********************************************************************
 LX1858  DESIGNATION -  B 54
 LX1858  PID         -  LX1858
 LX1858  STATE/COUNTY-  CT/FAIRFIELD
 LX1858  USGS QUAD   -  NORWALK SOUTH (1984)
 LX1858
 LX1858                         *CURRENT SURVEY CONTROL
 LX1858  ___________________________________________________________________
 LX1858* NAD 83(1986)-  41 07 19.     (N)    073 24 51.     (W)     SCALED    
 LX1858* NAVD 88     -        11.730  (meters)      38.48   (feet)  ADJUSTED  
 LX1858  ___________________________________________________________________
 LX1858  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX1858  DYNAMIC HT  -          11.726 (meters)      38.47  (feet)  COMP
 LX1858  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX1858
 LX1858  VERT ORDER  -  FIRST     CLASS II
 LX1858
 LX1858.The horizontal coordinates were scaled from a topographic map and have
 LX1858.an estimated accuracy of +/- 6 seconds.
 LX1858
 LX1858.The orthometric height was determined by differential leveling
 LX1858.and adjusted by the National Geodetic Survey in June 1991..
 LX1858
 LX1858.The geoid height was determined by GEOID03.
 LX1858
 LX1858.The dynamic height is computed by dividing the NAVD 88
 LX1858.geopotential number by the normal gravity value computed on the
 LX1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1858.degrees latitude (g = 980.6199 gals.).
 LX1858
 LX1858.The modeled gravity was interpolated from observed gravity values.
 LX1858
 LX1858;                    North         East    Units  Estimated Accuracy
 LX1858;SPC CT       -   184,670.      249,020.      MT  (+/- 180 meters Scaled)
 LX1858
 LX1858                          SUPERSEDED SURVEY CONTROL
 LX1858
 LX1858.No superseded survey control is available for this station.
 LX1858
 LX1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL331535(NAD 83)
 LX1858_MARKER: DB = BENCH MARK DISK
 LX1858_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX1858_SP_SET: FOUNDATION OF BASEMENT
 LX1858_STAMPING: B 54 1984
 LX1858_MARK LOGO: NGS   
 LX1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1858
 LX1858  HISTORY     - Date     Condition        Report By
 LX1858  HISTORY     - 1984     MONUMENTED       NGS
 LX1858
 LX1858                          STATION DESCRIPTION
 LX1858
 LX1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1858'IN NORWALK.
 LX1858'IN NORWALK, AT THE SOUTHERN NEW ENGLAND TELEPHONE COMPANY, 104 MAIN
 LX1858'STREET, 0.1 KM (0.05 MI) NORTHWEST OF THE INTERSECTION OF CROSS
 LX1858'STREET, IN TOP OF THE WEST CORNER OF THE MASSIVE CONCRETE FOUNDATION
 LX1858'OF THE EXTENDED BASEMENT DRAIN AND VENT ON THE SOUTHWEST SIDE OF THE
 LX1858'BUILDING, BETWEEN TWO CHAIN LINK FENCE ENCLOSURES FOR AIR CONDITIONING
 LX1858'UNITS, 28.19 METERS (92.5 FT) NORTHEAST OF THE NORTHEAST CURB OF MAIN
 LX1858'STREET, 9.60 METERS (31.5 FT) NORTHWEST OF THE CENTER OF THE PAVED
 LX1858'ENTRANCE DRIVE OF THE BUILDING, 12.19 METERS (40.0 FT) SOUTH OF THE
 LX1858'WEST CORNER OF THE BUILDING.
 LX1858'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 LX1858'THE MARK IS 1.06 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2008 ***********************************************************************
 LX2008  DESIGNATION -  B 55
 LX2008  PID         -  LX2008
 LX2008  STATE/COUNTY-  CT/LITCHFIELD
 LX2008  USGS QUAD   -  WINSTED (1984)
 LX2008
 LX2008                         *CURRENT SURVEY CONTROL
 LX2008  ___________________________________________________________________
 LX2008* NAD 83(1986)-  41 54 44.     (N)    073 01 56.     (W)     SCALED    
 LX2008* NAVD 88     -       203.413  (meters)     667.36   (feet)  ADJUSTED  
 LX2008  ___________________________________________________________________
 LX2008  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LX2008  DYNAMIC HT  -         203.347 (meters)     667.15  (feet)  COMP
 LX2008  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LX2008
 LX2008  VERT ORDER  -  FIRST     CLASS II
 LX2008
 LX2008.The horizontal coordinates were scaled from a topographic map and have
 LX2008.an estimated accuracy of +/- 6 seconds.
 LX2008
 LX2008.The orthometric height was determined by differential leveling
 LX2008.and adjusted by the National Geodetic Survey in June 1991..
 LX2008
 LX2008.The geoid height was determined by GEOID03.
 LX2008
 LX2008.The dynamic height is computed by dividing the NAVD 88
 LX2008.geopotential number by the normal gravity value computed on the
 LX2008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2008.degrees latitude (g = 980.6199 gals.).
 LX2008
 LX2008.The modeled gravity was interpolated from observed gravity values.
 LX2008
 LX2008;                    North         East    Units  Estimated Accuracy
 LX2008;SPC CT       -   272,260.      281,390.      MT  (+/- 180 meters Scaled)
 LX2008
 LX2008                          SUPERSEDED SURVEY CONTROL
 LX2008
 LX2008.No superseded survey control is available for this station.
 LX2008
 LX2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM631419(NAD 83)
 LX2008_MARKER: I = METAL ROD
 LX2008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2008_SP_SET: STAINLESS STEEL ROD
 LX2008_STAMPING: B 55 1984
 LX2008_MARK LOGO: NGS   
 LX2008_PROJECTION: FLUSH
 LX2008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2008_ROD/PIPE-DEPTH: 9.8  meters
 LX2008
 LX2008  HISTORY     - Date     Condition        Report By
 LX2008  HISTORY     - 1984     MONUMENTED       NGS
 LX2008
 LX2008                          STATION DESCRIPTION
 LX2008
 LX2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2008'3.9 KM (2.45 MI) ESE FROM WINSTED.
 LX2008'3.9 KM (2.45 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX2008'OFFICE IN WINSTED TO THE MARK ON THE RIGHT, AT THE (REAR) SOUTHWEST
 LX2008'CORNER OF THE WINSTED HOSPITAL FOR ANIMALS, 41.14 METERS (135.0 FT)
 LX2008'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.70 METERS (28.5 FT) WEST OF
 LX2008'THE CENTER OF THE SOUTH ENTRANCE OF THE BUILDING, 0.76 METER (2.5 FT)
 LX2008'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 LX2008'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1889 ***********************************************************************
 LX1889  DESIGNATION -  B 57
 LX1889  PID         -  LX1889
 LX1889  STATE/COUNTY-  CT/FAIRFIELD
 LX1889  USGS QUAD   -  BETHEL (1984)
 LX1889
 LX1889                         *CURRENT SURVEY CONTROL
 LX1889  ___________________________________________________________________
 LX1889* NAD 83(1986)-  41 21 36.     (N)    073 28 17.     (W)     SCALED    
 LX1889* NAVD 88     -       140.246  (meters)     460.12   (feet)  ADJUSTED  
 LX1889  ___________________________________________________________________
 LX1889  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX1889  DYNAMIC HT  -         140.198 (meters)     459.97  (feet)  COMP
 LX1889  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LX1889
 LX1889  VERT ORDER  -  FIRST     CLASS II
 LX1889
 LX1889.The horizontal coordinates were scaled from a topographic map and have
 LX1889.an estimated accuracy of +/- 6 seconds.
 LX1889
 LX1889.The orthometric height was determined by differential leveling
 LX1889.and adjusted by the National Geodetic Survey in June 1991..
 LX1889
 LX1889.The geoid height was determined by GEOID03.
 LX1889
 LX1889.The dynamic height is computed by dividing the NAVD 88
 LX1889.geopotential number by the normal gravity value computed on the
 LX1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1889.degrees latitude (g = 980.6199 gals.).
 LX1889
 LX1889.The modeled gravity was interpolated from observed gravity values.
 LX1889
 LX1889;                    North         East    Units  Estimated Accuracy
 LX1889;SPC CT       -   211,140.      244,440.      MT  (+/- 180 meters Scaled)
 LX1889
 LX1889                          SUPERSEDED SURVEY CONTROL
 LX1889
 LX1889.No superseded survey control is available for this station.
 LX1889
 LX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL278798(NAD 83)
 LX1889_MARKER: DB = BENCH MARK DISK
 LX1889_SETTING: 66 = SET IN ROCK OUTCROP
 LX1889_SP_SET: ROCK OUTCROP
 LX1889_STAMPING: B 57 1984
 LX1889_MARK LOGO: NGS   
 LX1889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1889+STABILITY: POSITION/ELEVATION WELL
 LX1889
 LX1889  HISTORY     - Date     Condition        Report By
 LX1889  HISTORY     - 1984     MONUMENTED       NGS
 LX1889
 LX1889                          STATION DESCRIPTION
 LX1889
 LX1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1889'4.4 KM (2.75 MI) NE FROM RIDGEFIELD.
 LX1889'4.4 KM (2.75 MI) NORTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1889'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE RIGHT, ACROSS THE
 LX1889'HIGHWAY FROM A PARKING AREA FOR A ROAD SIDE PICNIC AREA, 8.38 METERS
 LX1889'(27.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 25.91 METERS
 LX1889'(85.0 FT) SOUTH-SOUTHWEST OF UTILITY POLE 824, 17.77 METERS (58.3 FT)
 LX1889'NORTH-NORTHEAST OF UTILITY POLE 823.
 LX1889'THE MARK IS 0.40 METERS  SE FROM A WITNESS POST.
 LX1889'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1453 ***********************************************************************
 MZ1453  DESIGNATION -  B 58
 MZ1453  PID         -  MZ1453
 MZ1453  STATE/COUNTY-  CT/LITCHFIELD
 MZ1453  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1453
 MZ1453                         *CURRENT SURVEY CONTROL
 MZ1453  ___________________________________________________________________
 MZ1453* NAD 83(1986)-  42 00 15.     (N)    073 19 43.     (W)     SCALED    
 MZ1453* NAVD 88     -       207.119  (meters)     679.52   (feet)  ADJUSTED  
 MZ1453  ___________________________________________________________________
 MZ1453  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 MZ1453  DYNAMIC HT  -         207.050 (meters)     679.30  (feet)  COMP
 MZ1453  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 MZ1453
 MZ1453  VERT ORDER  -  FIRST     CLASS II
 MZ1453
 MZ1453.The horizontal coordinates were scaled from a topographic map and have
 MZ1453.an estimated accuracy of +/- 6 seconds.
 MZ1453
 MZ1453.The orthometric height was determined by differential leveling
 MZ1453.and adjusted by the National Geodetic Survey in June 1991..
 MZ1453
 MZ1453.The geoid height was determined by GEOID03.
 MZ1453
 MZ1453.The dynamic height is computed by dividing the NAVD 88
 MZ1453.geopotential number by the normal gravity value computed on the
 MZ1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1453.degrees latitude (g = 980.6199 gals.).
 MZ1453
 MZ1453.The modeled gravity was interpolated from observed gravity values.
 MZ1453
 MZ1453;                    North         East    Units  Estimated Accuracy
 MZ1453;SPC CT       -   282,600.      256,870.      MT  (+/- 180 meters Scaled)
 MZ1453
 MZ1453                          SUPERSEDED SURVEY CONTROL
 MZ1453
 MZ1453.No superseded survey control is available for this station.
 MZ1453
 MZ1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM384515(NAD 83)
 MZ1453_MARKER: DB = BENCH MARK DISK
 MZ1453_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1453_SP_SET: ROCK OUTCROP
 MZ1453_STAMPING: B 58 1984
 MZ1453_MARK LOGO: NGS   
 MZ1453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1453+STABILITY: POSITION/ELEVATION WELL
 MZ1453
 MZ1453  HISTORY     - Date     Condition        Report By
 MZ1453  HISTORY     - 1984     MONUMENTED       NGS
 MZ1453
 MZ1453                          STATION DESCRIPTION
 MZ1453
 MZ1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1453'3.5 KM (2.15 MI) SOUTH FROM CANAAN.
 MZ1453'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 MZ1453'CANAAN, THENCE 2.7 KM (1.7 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 MZ1453'ON THE RIGHT, SET VERTICALLY IN THE CENTER OF A SMALL ROCK CUT,
 MZ1453'5.18 METERS (17.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.55
 MZ1453'METERS (54.3 FT) NORTHWEST OF UTILITY POLE 809.
 MZ1453'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1960 ***********************************************************************
 LX1960  DESIGNATION -  B 59
 LX1960  PID         -  LX1960
 LX1960  STATE/COUNTY-  CT/LITCHFIELD
 LX1960  USGS QUAD   -  CORNWALL (1984)
 LX1960
 LX1960                         *CURRENT SURVEY CONTROL
 LX1960  ___________________________________________________________________
 LX1960* NAD 83(1986)-  41 49 00.     (N)    073 22 17.     (W)     SCALED    
 LX1960* NAVD 88     -       143.169  (meters)     469.71   (feet)  ADJUSTED  
 LX1960  ___________________________________________________________________
 LX1960  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1960  DYNAMIC HT  -         143.122 (meters)     469.56  (feet)  COMP
 LX1960  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 LX1960
 LX1960  VERT ORDER  -  FIRST     CLASS II
 LX1960
 LX1960.The horizontal coordinates were scaled from a topographic map and have
 LX1960.an estimated accuracy of +/- 6 seconds.
 LX1960
 LX1960.The orthometric height was determined by differential leveling
 LX1960.and adjusted by the National Geodetic Survey in June 1991..
 LX1960
 LX1960.The geoid height was determined by GEOID03.
 LX1960
 LX1960.The dynamic height is computed by dividing the NAVD 88
 LX1960.geopotential number by the normal gravity value computed on the
 LX1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1960.degrees latitude (g = 980.6199 gals.).
 LX1960
 LX1960.The modeled gravity was interpolated from observed gravity values.
 LX1960
 LX1960;                    North         East    Units  Estimated Accuracy
 LX1960;SPC CT       -   261,800.      253,170.      MT  (+/- 180 meters Scaled)
 LX1960
 LX1960                          SUPERSEDED SURVEY CONTROL
 LX1960
 LX1960.No superseded survey control is available for this station.
 LX1960
 LX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM352307(NAD 83)
 LX1960_MARKER: DB = BENCH MARK DISK
 LX1960_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1960_SP_SET: HEADWALL
 LX1960_STAMPING: B 59 1984
 LX1960_MARK LOGO: NGS   
 LX1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1960+STABILITY: SURFACE MOTION
 LX1960
 LX1960  HISTORY     - Date     Condition        Report By
 LX1960  HISTORY     - 1984     MONUMENTED       NGS
 LX1960  HISTORY     - 1985     GOOD             NGS
 LX1960
 LX1960                          STATION DESCRIPTION
 LX1960
 LX1960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1960'0.3 KM (0.2 MI) SOUTH FROM CORNWALL BRIDGE.
 LX1960'0.3 KM (0.2 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1960'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END
 LX1960'OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.33 METERS
 LX1960'(17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.92 METERS
 LX1960'(55.5 FT) SOUTHWEST OF UTILITY POLE A 3629 R2, 0.37 METERS (1.2 FT)
 LX1960'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 LX1960'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 LX1960'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX1960
 LX1960                          STATION RECOVERY (1985)
 LX1960
 LX1960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1928 ***********************************************************************
 LX1928  DESIGNATION -  B 62
 LX1928  PID         -  LX1928
 LX1928  STATE/COUNTY-  CT/LITCHFIELD
 LX1928  USGS QUAD   -  NEW MILFORD (1984)
 LX1928
 LX1928                         *CURRENT SURVEY CONTROL
 LX1928  ___________________________________________________________________
 LX1928* NAD 83(1986)-  41 37 19.     (N)    073 27 47.     (W)     SCALED    
 LX1928* NAVD 88     -        79.941  (meters)     262.27   (feet)  ADJUSTED  
 LX1928  ___________________________________________________________________
 LX1928  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX1928  DYNAMIC HT  -          79.914 (meters)     262.18  (feet)  COMP
 LX1928  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LX1928
 LX1928  VERT ORDER  -  FIRST     CLASS II
 LX1928
 LX1928.The horizontal coordinates were scaled from a topographic map and have
 LX1928.an estimated accuracy of +/- 6 seconds.
 LX1928
 LX1928.The orthometric height was determined by differential leveling
 LX1928.and adjusted by the National Geodetic Survey in June 1991..
 LX1928
 LX1928.The geoid height was determined by GEOID03.
 LX1928
 LX1928.The dynamic height is computed by dividing the NAVD 88
 LX1928.geopotential number by the normal gravity value computed on the
 LX1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1928.degrees latitude (g = 980.6199 gals.).
 LX1928
 LX1928.The modeled gravity was interpolated from observed gravity values.
 LX1928
 LX1928;                    North         East    Units  Estimated Accuracy
 LX1928;SPC CT       -   240,230.      245,380.      MT  (+/- 180 meters Scaled)
 LX1928
 LX1928                          SUPERSEDED SURVEY CONTROL
 LX1928
 LX1928.No superseded survey control is available for this station.
 LX1928
 LX1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM280089(NAD 83)
 LX1928_MARKER: DB = BENCH MARK DISK
 LX1928_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1928_SP_SET: HEADWALL
 LX1928_STAMPING: B 62 1984
 LX1928_MARK LOGO: NGS   
 LX1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1928+STABILITY: SURFACE MOTION
 LX1928
 LX1928  HISTORY     - Date     Condition        Report By
 LX1928  HISTORY     - 1984     MONUMENTED       NGS
 LX1928
 LX1928                          STATION DESCRIPTION
 LX1928
 LX1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1928'3.5 KM (2.2 MI) SE FROM GAYLORDSVILLE.
 LX1928'3.5 KM (2.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1928'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE LEFT, IN TOP OF
 LX1928'THE SOUTHEAST END OF A COPING STONE HEADWALL FOR A CULVERT UNDER THE
 LX1928'HIGHWAY, BETWEEN UTILITY POLES 227 AND 228 ON THE OPPOSITE SIDE OF THE
 LX1928'HIGHWAY, 4.78 METERS (15.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX1928'HIGHWAY, 15.06 METERS (49.4 FT) NORTH-NORTHWEST OF UTILITY BRACE POLE
 LX1928'2275.
 LX1928'THE MARK IS 0.35 METERS  NNW FROM A WITNESS POST.
 LX1928'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2061 ***********************************************************************
 LX2061  DESIGNATION -  B 63
 LX2061  PID         -  LX2061
 LX2061  STATE/COUNTY-  CT/HARTFORD
 LX2061  USGS QUAD   -  BROAD BROOK (1984)
 LX2061
 LX2061                         *CURRENT SURVEY CONTROL
 LX2061  ___________________________________________________________________
 LX2061* NAD 83(1986)-  41 59 21.     (N)    072 34 06.     (W)     SCALED    
 LX2061* NAVD 88     -        37.259  (meters)     122.24   (feet)  ADJUSTED  
 LX2061  ___________________________________________________________________
 LX2061  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2061  DYNAMIC HT  -          37.248 (meters)     122.20  (feet)  COMP
 LX2061  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 LX2061
 LX2061  VERT ORDER  -  FIRST     CLASS II
 LX2061
 LX2061.The horizontal coordinates were scaled from a topographic map and have
 LX2061.an estimated accuracy of +/- 6 seconds.
 LX2061
 LX2061.The orthometric height was determined by differential leveling
 LX2061.and adjusted by the National Geodetic Survey in June 1991..
 LX2061
 LX2061.The geoid height was determined by GEOID03.
 LX2061
 LX2061.The dynamic height is computed by dividing the NAVD 88
 LX2061.geopotential number by the normal gravity value computed on the
 LX2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2061.degrees latitude (g = 980.6199 gals.).
 LX2061
 LX2061.The modeled gravity was interpolated from observed gravity values.
 LX2061
 LX2061;                    North         East    Units  Estimated Accuracy
 LX2061;SPC CT       -   280,790.      319,860.      MT  (+/- 180 meters Scaled)
 LX2061
 LX2061                          SUPERSEDED SURVEY CONTROL
 LX2061
 LX2061.No superseded survey control is available for this station.
 LX2061
 LX2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM014514(NAD 83)
 LX2061_MARKER: DB = BENCH MARK DISK
 LX2061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2061_SP_SET: HEADWALL
 LX2061_STAMPING: B 63 1984
 LX2061_MARK LOGO: NGS   
 LX2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2061+STABILITY: SURFACE MOTION
 LX2061
 LX2061  HISTORY     - Date     Condition        Report By
 LX2061  HISTORY     - 1984     MONUMENTED       NGS
 LX2061
 LX2061                          STATION DESCRIPTION
 LX2061
 LX2061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2061'2.7 KM (1.7 MI) EAST FROM THOMPSONVILLE.
 LX2061'2.7 KM (1.7 MI) EAST ALONG STATE HIGHWAY 190 FROM THE EAST END OF THE
 LX2061'BRIDGE OVER THE CONNECTICUT RIVER TO THE MARK ON THE LEFT, IN TOP OF
 LX2061'THE WEST END OF THE NORTH HEADWALL OF A CULVERT UNDER THE HIGHWAY FOR
 LX2061'A SMALL STREAM THAT RUNS ALONG THE EAST SIDE OF THE ALLSTATE INSURANCE
 LX2061'BUILDING, ALSO 2.6 KM (1.6 MI) WEST ALONG STATE HIGHWAY 190 FROM THE
 LX2061'JUNCTION OF STATE HIGHWAY 192 IN HAZARDVILLE, 7.01 METERS (23.0 FT)
 LX2061'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.40 METER (1.3 FT) EAST OF
 LX2061'THE WEST END OF THE HEADWALL.
 LX2061'THE MARK IS 2.25 METERS  NW FROM A WITNESS POST.
 LX2061'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1726 ***********************************************************************
 LW1726  DESIGNATION -  B 64
 LW1726  PID         -  LW1726
 LW1726  STATE/COUNTY-  CT/NEW LONDON
 LW1726  USGS QUAD   -  JEWETT CITY (1984)
 LW1726
 LW1726                         *CURRENT SURVEY CONTROL
 LW1726  ___________________________________________________________________
 LW1726* NAD 83(1986)-  41 30 05.     (N)    071 59 05.     (W)     SCALED    
 LW1726* NAVD 88     -        51.868  (meters)     170.17   (feet)  ADJUSTED  
 LW1726  ___________________________________________________________________
 LW1726  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1726  DYNAMIC HT  -          51.850 (meters)     170.11  (feet)  COMP
 LW1726  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LW1726
 LW1726  VERT ORDER  -  FIRST     CLASS II
 LW1726
 LW1726.The horizontal coordinates were scaled from a topographic map and have
 LW1726.an estimated accuracy of +/- 6 seconds.
 LW1726
 LW1726.The orthometric height was determined by differential leveling
 LW1726.and adjusted by the National Geodetic Survey in June 1991..
 LW1726
 LW1726.The geoid height was determined by GEOID03.
 LW1726
 LW1726.The dynamic height is computed by dividing the NAVD 88
 LW1726.geopotential number by the normal gravity value computed on the
 LW1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1726.degrees latitude (g = 980.6199 gals.).
 LW1726
 LW1726.The modeled gravity was interpolated from observed gravity values.
 LW1726
 LW1726;                    North         East    Units  Estimated Accuracy
 LW1726;SPC CT       -   226,880.      368,700.      MT  (+/- 180 meters Scaled)
 LW1726
 LW1726                          SUPERSEDED SURVEY CONTROL
 LW1726
 LW1726.No superseded survey control is available for this station.
 LW1726
 LW1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF508987(NAD 83)
 LW1726_MARKER: DB = BENCH MARK DISK
 LW1726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1726_SP_SET: HEADWALL
 LW1726_STAMPING: B 64 1984
 LW1726_MARK LOGO: NGS   
 LW1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1726+STABILITY: SURFACE MOTION
 LW1726
 LW1726  HISTORY     - Date     Condition        Report By
 LW1726  HISTORY     - 1984     MONUMENTED       NGS
 LW1726  HISTORY     - 19901006 MARK NOT FOUND   USPSQD
 LW1726
 LW1726                          STATION DESCRIPTION
 LW1726
 LW1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1726'1.5 KM (0.95 MI) NORTH FROM PRESTON.
 LW1726'1.5 KM (0.95 MI) NORTH ALONG STATE HIGHWAY 164 FROM THE JUNCTION OF
 LW1726'STATE HIGHWAY 2 IN PRESTON TO THE MARK ON THE LEFT, IN TOP OF THE
 LW1726'SOUTH END OF THE WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.0
 LW1726'METERS (16.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.0 METERS
 LW1726'(36.0 FT) NORTH OF THE CENTER OF THE GRAVEL ENTRANCE ROAD OF
 LW1726'DIFRANCISCA FARM AND ORCHARD, 0.30 METER (1.0 FT) NORTH OF THE SOUTH
 LW1726'END OF THE HEADWALL.
 LW1726'THE MARK IS 0.30 M BELOW HIGHWAY.
 LW1726
 LW1726                          STATION RECOVERY (1990)
 LW1726
 LW1726'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2139 ***********************************************************************
 LX2139  DESIGNATION -  B 65
 LX2139  PID         -  LX2139
 LX2139  STATE/COUNTY-  CT/WINDHAM
 LX2139  USGS QUAD   -  WILLIMANTIC (1984)
 LX2139
 LX2139                         *CURRENT SURVEY CONTROL
 LX2139  ___________________________________________________________________
 LX2139* NAD 83(1986)-  41 40 17.     (N)    072 09 53.     (W)     SCALED    
 LX2139* NAVD 88     -        56.001  (meters)     183.73   (feet)  ADJUSTED  
 LX2139  ___________________________________________________________________
 LX2139  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2139  DYNAMIC HT  -          55.982 (meters)     183.67  (feet)  COMP
 LX2139  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX2139
 LX2139  VERT ORDER  -  FIRST     CLASS II
 LX2139
 LX2139.The horizontal coordinates were scaled from a topographic map and have
 LX2139.an estimated accuracy of +/- 6 seconds.
 LX2139
 LX2139.The orthometric height was determined by differential leveling
 LX2139.and adjusted by the National Geodetic Survey in June 1991..
 LX2139
 LX2139.The geoid height was determined by GEOID03.
 LX2139
 LX2139.The dynamic height is computed by dividing the NAVD 88
 LX2139.geopotential number by the normal gravity value computed on the
 LX2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2139.degrees latitude (g = 980.6199 gals.).
 LX2139
 LX2139.The modeled gravity was interpolated from observed gravity values.
 LX2139
 LX2139;                    North         East    Units  Estimated Accuracy
 LX2139;SPC CT       -   245,640.      353,540.      MT  (+/- 180 meters Scaled)
 LX2139
 LX2139                          SUPERSEDED SURVEY CONTROL
 LX2139
 LX2139.No superseded survey control is available for this station.
 LX2139
 LX2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM360171(NAD 83)
 LX2139_MARKER: DB = BENCH MARK DISK
 LX2139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2139_SP_SET: HEADWALL
 LX2139_STAMPING: B 65 1984
 LX2139_MARK LOGO: NGS   
 LX2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2139+STABILITY: SURFACE MOTION
 LX2139
 LX2139  HISTORY     - Date     Condition        Report By
 LX2139  HISTORY     - 1984     MONUMENTED       NGS
 LX2139  HISTORY     - 19961117 GOOD             USPSQD
 LX2139
 LX2139                          STATION DESCRIPTION
 LX2139
 LX2139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2139'4.4 KM (2.75 MI) NORTH FROM NORTH FRANKLIN.
 LX2139'4.4 KM (2.75 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX2139'STATE HIGHWAY 207 IN NORTH FRANKLIN TO THE MARK ON THE LEFT, IN TOP OF
 LX2139'THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE BOX CULVERT,
 LX2139'6.10 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 16.45
 LX2139'METERS (54.0 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE
 LX2139'4354.
 LX2139'THE MARK IS 0.76 METERS  NW FROM A WITNESS POST.
 LX2139'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2139
 LX2139                          STATION RECOVERY (1996)
 LX2139
 LX2139'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2093 ***********************************************************************
 LX2093  DESIGNATION -  B 66
 LX2093  PID         -  LX2093
 LX2093  STATE/COUNTY-  CT/TOLLAND
 LX2093  USGS QUAD   -  WESTFORD (1983)
 LX2093
 LX2093                         *CURRENT SURVEY CONTROL
 LX2093  ___________________________________________________________________
 LX2093* NAD 83(1986)-  41 57 50.     (N)    072 12 48.     (W)     SCALED    
 LX2093* NAVD 88     -       289.259  (meters)     949.01   (feet)  ADJUSTED  
 LX2093  ___________________________________________________________________
 LX2093  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2093  DYNAMIC HT  -         289.165 (meters)     948.70  (feet)  COMP
 LX2093  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX2093
 LX2093  VERT ORDER  -  FIRST     CLASS II
 LX2093
 LX2093.The horizontal coordinates were scaled from a topographic map and have
 LX2093.an estimated accuracy of +/- 6 seconds.
 LX2093
 LX2093.The orthometric height was determined by differential leveling
 LX2093.and adjusted by the National Geodetic Survey in June 1991..
 LX2093
 LX2093.The geoid height was determined by GEOID03.
 LX2093
 LX2093.The dynamic height is computed by dividing the NAVD 88
 LX2093.geopotential number by the normal gravity value computed on the
 LX2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2093.degrees latitude (g = 980.6199 gals.).
 LX2093
 LX2093.The modeled gravity was interpolated from observed gravity values.
 LX2093
 LX2093;                    North         East    Units  Estimated Accuracy
 LX2093;SPC CT       -   278,100.      349,290.      MT  (+/- 180 meters Scaled)
 LX2093
 LX2093                          SUPERSEDED SURVEY CONTROL
 LX2093
 LX2093.No superseded survey control is available for this station.
 LX2093
 LX2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM309495(NAD 83)
 LX2093_MARKER: DB = BENCH MARK DISK
 LX2093_SETTING: 66 = SET IN ROCK OUTCROP
 LX2093_SP_SET: ROCK OUTCROP
 LX2093_STAMPING: B 66 1984
 LX2093_MARK LOGO: NGS   
 LX2093_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2093+STABILITY: POSITION/ELEVATION WELL
 LX2093
 LX2093  HISTORY     - Date     Condition        Report By
 LX2093  HISTORY     - 1984     MONUMENTED       NGS
 LX2093  HISTORY     - 1986     GOOD             NGS
 LX2093  HISTORY     - 20030501 GOOD             INDIV
 LX2093
 LX2093                          STATION DESCRIPTION
 LX2093
 LX2093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2093'7.4 KM (4.6 MI) EAST FROM STAFFORD SPRINGS.
 LX2093'7.4 KM (4.6 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2093'STAFFORD SPRINGS TO THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK CUT,
 LX2093'6.40 METERS (21.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2093'15.12 METERS (49.6 FT) WEST AND ACROSS THE HIGHWAY FROM UTILITY POLE
 LX2093'1806.
 LX2093'THE MARK IS 1.7 M ABOVE HIGHWAY.
 LX2093
 LX2093                          STATION RECOVERY (1986)
 LX2093
 LX2093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2093'RECOVERED IN GOOD CONDITION.
 LX2093
 LX2093                          STATION RECOVERY (2003)
 LX2093
 LX2093'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2205 ***********************************************************************
 LX2205  DESIGNATION -  B 67
 LX2205  PID         -  LX2205
 LX2205  STATE/COUNTY-  CT/MIDDLESEX
 LX2205  USGS QUAD   -  MIDDLETOWN (1992)
 LX2205
 LX2205                         *CURRENT SURVEY CONTROL
 LX2205  ___________________________________________________________________
 LX2205* NAD 83(1986)-  41 36 13.     (N)    072 42 14.     (W)     SCALED    
 LX2205* NAVD 88     -        15.393  (meters)      50.50   (feet)  ADJUSTED  
 LX2205  ___________________________________________________________________
 LX2205  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2205  DYNAMIC HT  -          15.388 (meters)      50.49  (feet)  COMP
 LX2205  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 LX2205
 LX2205  VERT ORDER  -  FIRST     CLASS II
 LX2205
 LX2205.The horizontal coordinates were scaled from a topographic map and have
 LX2205.an estimated accuracy of +/- 6 seconds.
 LX2205
 LX2205.The orthometric height was determined by differential leveling
 LX2205.and adjusted by the National Geodetic Survey in June 1991..
 LX2205
 LX2205.The geoid height was determined by GEOID03.
 LX2205
 LX2205.The dynamic height is computed by dividing the NAVD 88
 LX2205.geopotential number by the normal gravity value computed on the
 LX2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2205.degrees latitude (g = 980.6199 gals.).
 LX2205
 LX2205.The modeled gravity was interpolated from observed gravity values.
 LX2205
 LX2205;                    North         East    Units  Estimated Accuracy
 LX2205;SPC CT       -   237,950.      308,650.      MT  (+/- 180 meters Scaled)
 LX2205
 LX2205                          SUPERSEDED SURVEY CONTROL
 LX2205
 LX2205.No superseded survey control is available for this station.
 LX2205
 LX2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM913083(NAD 83)
 LX2205_MARKER: DB = BENCH MARK DISK
 LX2205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2205_SP_SET: ABUTMENT
 LX2205_STAMPING: B 67 1984
 LX2205_MARK LOGO: NGS   
 LX2205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2205
 LX2205  HISTORY     - Date     Condition        Report By
 LX2205  HISTORY     - 1984     MONUMENTED       NGS
 LX2205
 LX2205                          STATION DESCRIPTION
 LX2205
 LX2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2205'4.0 KM (2.5 MI) EAST FROM BERLIN.
 LX2205'4.0 KM (2.5 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2205'HIGHWAY 5 IN BERLIN TO THE MARK ON THE RIGHT, SET VERTICALLY IN THE
 LX2205'SOUTHEAST FACE OF THE SOUTHWEST ABUTMENT OF THE NORTH BOUND LANE
 LX2205'OVERPASS BRIDGE OF INTERSTATE 91, 14.33 METERS (47.0 FT) SOUTHWEST OF
 LX2205'THE CENTERLINE OF THE HIGHWAY, 0.55 METERS (1.8 FT) NORTHEAST OF THE
 LX2205'SOUTH CORNER OF THE ABUTMENT.
 LX2205'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2182 ***********************************************************************
 LX2182  DESIGNATION -  B 68
 LX2182  PID         -  LX2182
 LX2182  STATE/COUNTY-  CT/HARTFORD
 LX2182  USGS QUAD   -  MANCHESTER (1992)
 LX2182
 LX2182                         *CURRENT SURVEY CONTROL
 LX2182  ___________________________________________________________________
 LX2182* NAD 83(1986)-  41 46 38.     (N)    072 33 07.     (W)     SCALED    
 LX2182* NAVD 88     -        47.352  (meters)     155.35   (feet)  ADJUSTED  
 LX2182  ___________________________________________________________________
 LX2182  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX2182  DYNAMIC HT  -          47.337 (meters)     155.30  (feet)  COMP
 LX2182  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX2182
 LX2182  VERT ORDER  -  FIRST     CLASS II
 LX2182
 LX2182.The horizontal coordinates were scaled from a topographic map and have
 LX2182.an estimated accuracy of +/- 6 seconds.
 LX2182
 LX2182.The orthometric height was determined by differential leveling
 LX2182.and adjusted by the National Geodetic Survey in June 1991..
 LX2182
 LX2182.The geoid height was determined by GEOID03.
 LX2182
 LX2182.The dynamic height is computed by dividing the NAVD 88
 LX2182.geopotential number by the normal gravity value computed on the
 LX2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2182.degrees latitude (g = 980.6199 gals.).
 LX2182
 LX2182.The modeled gravity was interpolated from observed gravity values.
 LX2182
 LX2182;                    North         East    Units  Estimated Accuracy
 LX2182;SPC CT       -   257,250.      321,270.      MT  (+/- 180 meters Scaled)
 LX2182
 LX2182                          SUPERSEDED SURVEY CONTROL
 LX2182
 LX2182.No superseded survey control is available for this station.
 LX2182
 LX2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM034279(NAD 83)
 LX2182_MARKER: I = METAL ROD
 LX2182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2182_SP_SET: STAINLESS STEEL ROD
 LX2182_STAMPING: B 68 1984
 LX2182_MARK LOGO: NGS   
 LX2182_PROJECTION: FLUSH
 LX2182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2182+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 LX2182_ROD/PIPE-DEPTH: 29.0 meters
 LX2182
 LX2182  HISTORY     - Date     Condition        Report By
 LX2182  HISTORY     - 1984     MONUMENTED       NGS
 LX2182  HISTORY     - 20060705 GOOD             GEOCAC
 LX2182
 LX2182                          STATION DESCRIPTION
 LX2182
 LX2182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2182'2.8 KM (1.75 MI) WEST FROM MANCHESTER.
 LX2182'2.8 KM (1.75 MI) WEST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2182'OFFICE IN MANCHESTER TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 LX2182'OLCOTT DRIVE, 9.20 METERS (30.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX2182'HIGHWAYS, 15.24 METERS (50.0 FT) SOUTHEAST OF THE CENTER OF OLCOTT
 LX2182'DRIVE, 0.61 METER (2.0 FT) SOUTHWEST OF UTILITY POLE 1511.
 LX2182'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2182
 LX2182                          STATION RECOVERY (2006)
 LX2182
 LX2182'RECOVERY NOTE BY GEOCACHING 2006 (KWD)
 LX2182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2258 ***********************************************************************
 LX2258  DESIGNATION -  B 69
 LX2258  PID         -  LX2258
 LX2258  STATE/COUNTY-  CT/MIDDLESEX
 LX2258  USGS QUAD   -  ESSEX (1977)
 LX2258
 LX2258                         *CURRENT SURVEY CONTROL
 LX2258  ___________________________________________________________________
 LX2258* NAD 83(1986)-  41 18 46.     (N)    072 23 01.     (W)     SCALED    
 LX2258* NAVD 88     -        15.602  (meters)      51.19   (feet)  ADJUSTED  
 LX2258  ___________________________________________________________________
 LX2258  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX2258  DYNAMIC HT  -          15.597 (meters)      51.17  (feet)  COMP
 LX2258  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 LX2258
 LX2258  VERT ORDER  -  FIRST     CLASS II
 LX2258
 LX2258.The horizontal coordinates were scaled from a topographic map and have
 LX2258.an estimated accuracy of +/- 6 seconds.
 LX2258
 LX2258.The orthometric height was determined by differential leveling
 LX2258.and adjusted by the National Geodetic Survey in June 1991..
 LX2258
 LX2258.The geoid height was determined by GEOID03.
 LX2258
 LX2258.The dynamic height is computed by dividing the NAVD 88
 LX2258.geopotential number by the normal gravity value computed on the
 LX2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2258.degrees latitude (g = 980.6199 gals.).
 LX2258
 LX2258.The modeled gravity was interpolated from observed gravity values.
 LX2258
 LX2258;                    North         East    Units  Estimated Accuracy
 LX2258;SPC CT       -   205,710.      335,480.      MT  (+/- 180 meters Scaled)
 LX2258
 LX2258                          SUPERSEDED SURVEY CONTROL
 LX2258
 LX2258.No superseded survey control is available for this station.
 LX2258
 LX2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL190767(NAD 83)
 LX2258_MARKER: DB = BENCH MARK DISK
 LX2258_SETTING: 80 = SET IN A BOULDER
 LX2258_SP_SET: BOULDER
 LX2258_STAMPING: B 69 1984
 LX2258_MARK LOGO: NGS   
 LX2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2258+STABILITY: SURFACE MOTION
 LX2258
 LX2258  HISTORY     - Date     Condition        Report By
 LX2258  HISTORY     - 1984     MONUMENTED       NGS
 LX2258  HISTORY     - 1989     GOOD             USPSQD
 LX2258  HISTORY     - 1991     GOOD             USPSQD
 LX2258  HISTORY     - 19940625 GOOD             USPSQD
 LX2258  HISTORY     - 19970127 GOOD             USPSQD
 LX2258
 LX2258                          STATION DESCRIPTION
 LX2258
 LX2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2258'1.4 KM (0.95 MI) NORTH FROM OLD SAYBROOK.
 LX2258'1.4 KM (0.95 MI) NORTH ALONG STATE HIGHWAY 154 FROM THE HIGHWAY BRIDGE
 LX2258'OVER AMTRAK RAILROAD IN OLD SAYBROOK TO THE MARK ON THE LEFT,
 LX2258'29.4 METERS (96.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 4.7
 LX2258'METERS (15.5 FT) NORTH OF THE CENTER OF A ROAD LEADING TO THE
 LX2258'CONNECTICUT COMPANY PUBLIC WATER SUPPLY, 5.2 METERS (17.0 FT) WEST OF
 LX2258'THE NORTH GATE POST.
 LX2258'THE MARK IS 091 METERS  SE FROM A WITNESS POST.
 LX2258'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX2258
 LX2258                          STATION RECOVERY (1989)
 LX2258
 LX2258'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2258'RECOVERED IN GOOD CONDITION.
 LX2258
 LX2258                          STATION RECOVERY (1991)
 LX2258
 LX2258'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2258'RECOVERED IN GOOD CONDITION.
 LX2258
 LX2258                          STATION RECOVERY (1994)
 LX2258
 LX2258'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2258'RECOVERED IN GOOD CONDITION.
 LX2258
 LX2258                          STATION RECOVERY (1997)
 LX2258
 LX2258'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0501 ***********************************************************************
 LX0501  DESIGNATION -  B 7
 LX0501  PID         -  LX0501
 LX0501  STATE/COUNTY-  CT/NEW HAVEN
 LX0501  USGS QUAD   -  MERIDEN (1992)
 LX0501
 LX0501                         *CURRENT SURVEY CONTROL
 LX0501  ___________________________________________________________________
 LX0501* NAD 83(1986)-  41 32 11.     (N)    072 47 51.     (W)     SCALED    
 LX0501* NAVD 88     -        56.738  (meters)     186.15   (feet)  ADJUSTED  
 LX0501  ___________________________________________________________________
 LX0501  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX0501  DYNAMIC HT  -          56.720 (meters)     186.09  (feet)  COMP
 LX0501  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX0501
 LX0501  VERT ORDER  -  FIRST     CLASS II
 LX0501
 LX0501.The horizontal coordinates were scaled from a topographic map and have
 LX0501.an estimated accuracy of +/- 6 seconds.
 LX0501
 LX0501.The orthometric height was determined by differential leveling
 LX0501.and adjusted by the National Geodetic Survey in June 1991..
 LX0501
 LX0501.The geoid height was determined by GEOID03.
 LX0501
 LX0501.The dynamic height is computed by dividing the NAVD 88
 LX0501.geopotential number by the normal gravity value computed on the
 LX0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0501.degrees latitude (g = 980.6199 gals.).
 LX0501
 LX0501.The modeled gravity was interpolated from observed gravity values.
 LX0501
 LX0501;                    North         East    Units  Estimated Accuracy
 LX0501;SPC CT       -   230,480.      300,840.      MT  (+/- 180 meters Scaled)
 LX0501
 LX0501                          SUPERSEDED SURVEY CONTROL
 LX0501
 LX0501  NGVD 29 (??/??/92)   57.024  (m)          187.09   (f) ADJ UNCH    1 2
 LX0501
 LX0501.Superseded values are not recommended for survey control.
 LX0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0501.See file dsdata.txt to determine how the superseded data were derived.
 LX0501
 LX0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM837006(NAD 83)
 LX0501_MARKER: DD = SURVEY DISK
 LX0501_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0501+WITH SETTING: PAVEMENT
 LX0501_STAMPING: 187.086 B 7 1923
 LX0501_MARK LOGO: USGS  
 LX0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0501+STABILITY: SURFACE MOTION
 LX0501
 LX0501  HISTORY     - Date     Condition        Report By
 LX0501  HISTORY     - 1923     MONUMENTED       USGS
 LX0501  HISTORY     - 1967     GOOD             NGS
 LX0501  HISTORY     - 1972     GOOD             CTGS
 LX0501  HISTORY     - 1978     GOOD             NGS
 LX0501  HISTORY     - 1985     GOOD             NGS
 LX0501  HISTORY     - 1987     GOOD             USPSQD
 LX0501  HISTORY     - 19980221 GOOD             USPSQD
 LX0501
 LX0501                          STATION DESCRIPTION
 LX0501
 LX0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0501'AT MERIDEN.
 LX0501'AT MERIDEN, NEW HAVEN COUNTY, AT THE INTERSECTION OF EAST
 LX0501'MAIN AND LIBERTY STREETS, AT THE CITY HALL, 17 FEET NORTH OF
 LX0501'THE CENTER OF THE MAIN ENTRANCE, 15 FEET WEST OF THE BUILDING
 LX0501'LINE, AND IN A MARBLE SLAB AT THE NORTH END OF THE STEPS.  A
 LX0501'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 187.086 B
 LX0501'7 1923.
 LX0501
 LX0501                          STATION RECOVERY (1972)
 LX0501
 LX0501'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0501'RECOVERED IN GOOD CONDITION.
 LX0501
 LX0501                          STATION RECOVERY (1978)
 LX0501
 LX0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0501'RECOVERED IN GOOD CONDITION.
 LX0501
 LX0501                          STATION RECOVERY (1985)
 LX0501
 LX0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0501'RECOVERED IN GOOD CONDITION.
 LX0501
 LX0501                          STATION RECOVERY (1987)
 LX0501
 LX0501'RECOVERY NOTE BY US POWER SQUADRON 1987 (CH)
 LX0501'RECOVERED IN GOOD CONDITION.
 LX0501
 LX0501                          STATION RECOVERY (1998)
 LX0501
 LX0501'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2882 ***********************************************************************
 LX2882  DESIGNATION -  B 70
 LX2882  PID         -  LX2882
 LX2882  STATE/COUNTY-  CT/WINDHAM
 LX2882  USGS QUAD   -  WILLIMANTIC (1984)
 LX2882
 LX2882                         *CURRENT SURVEY CONTROL
 LX2882  ___________________________________________________________________
 LX2882* NAD 83(1986)-  41 44 06.     (N)    072 10 58.     (W)     SCALED    
 LX2882* NAVD 88     -        81.341  (meters)     266.87   (feet)  ADJUSTED  
 LX2882  ___________________________________________________________________
 LX2882  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX2882  DYNAMIC HT  -          81.313 (meters)     266.77  (feet)  COMP
 LX2882  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 LX2882
 LX2882  VERT ORDER  -  SECOND    CLASS II
 LX2882
 LX2882.The horizontal coordinates were scaled from a topographic map and have
 LX2882.an estimated accuracy of +/- 6 seconds.
 LX2882
 LX2882.The orthometric height was determined by differential leveling
 LX2882.and adjusted by the National Geodetic Survey in June 1991..
 LX2882
 LX2882.The geoid height was determined by GEOID03.
 LX2882
 LX2882.The dynamic height is computed by dividing the NAVD 88
 LX2882.geopotential number by the normal gravity value computed on the
 LX2882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2882.degrees latitude (g = 980.6199 gals.).
 LX2882
 LX2882.The modeled gravity was interpolated from observed gravity values.
 LX2882
 LX2882;                    North         East    Units  Estimated Accuracy
 LX2882;SPC CT       -   252,690.      351,990.      MT  (+/- 180 meters Scaled)
 LX2882
 LX2882                          SUPERSEDED SURVEY CONTROL
 LX2882
 LX2882.No superseded survey control is available for this station.
 LX2882
 LX2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM342241(NAD 83)
 LX2882_MARKER: DB = BENCH MARK DISK
 LX2882_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2882_SP_SET: MASSIVE RETAINING WALL
 LX2882_STAMPING: B 70 1985
 LX2882_MARK LOGO: NGS   
 LX2882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2882
 LX2882  HISTORY     - Date     Condition        Report By
 LX2882  HISTORY     - 1985     MONUMENTED       NGS
 LX2882  HISTORY     - 19961117 GOOD             USPSQD
 LX2882
 LX2882                          STATION DESCRIPTION
 LX2882
 LX2882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2882'4.3 KM (2.7 MI) NE FROM WILLIMANTIC.
 LX2882'TO REACH THE STATION FROM THE POST OFFICE IN WILLIMANTIC, GO EAST AND
 LX2882'NORTHEAST ON STATE HIGHWAY 66 FOR 4.3 KM (2.7 MI) TO A BRIDGE OVERPASS
 LX2882'AT U.S. HIGHWAY 6, AND THE MARK ON THE RIGHT.  SET INTO A DRILL HOLE
 LX2882'IN THE SOUTHEAST CORNER OF THE CONCRETE HEADWALL OF THE HIGHWAY
 LX2882'OVERPASS BRIDGE.  9.8 METERS (32.0 FT) EAST-SOUTHEAST FROM THE
 LX2882'APPROXIMATE CENTER OF HIGHWAY 66, 0.8 METER (2.5 FT) SOUTH-SOUTHWEST
 LX2882'FROM THE SOUTH SIDE OF A 1.8 METER HIGH RAILING ON THE BRIDGE,
 LX2882'0.2 METER (0.5 FT) NORTH-NORTHWEST FROM THE SOUTH END OF THE HEADWALL
 LX2882'AND 0.9 METER (3.0 FT) ABOVE HIGHWAY LEVEL.
 LX2882
 LX2882                          STATION RECOVERY (1996)
 LX2882
 LX2882'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2299 ***********************************************************************
 LX2299  DESIGNATION -  B 71
 LX2299  PID         -  LX2299
 LX2299  STATE/COUNTY-  CT/FAIRFIELD
 LX2299  USGS QUAD   -  NORWALK NORTH (1975)
 LX2299
 LX2299                         *CURRENT SURVEY CONTROL
 LX2299  ___________________________________________________________________
 LX2299* NAD 83(1986)-  41 11 47.     (N)    073 26 21.     (W)     SCALED    
 LX2299* NAVD 88     -        74.098  (meters)     243.10   (feet)  ADJUSTED  
 LX2299  ___________________________________________________________________
 LX2299  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX2299  DYNAMIC HT  -          74.073 (meters)     243.02  (feet)  COMP
 LX2299  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX2299
 LX2299  VERT ORDER  -  FIRST     CLASS II
 LX2299
 LX2299.The horizontal coordinates were scaled from a topographic map and have
 LX2299.an estimated accuracy of +/- 6 seconds.
 LX2299
 LX2299.The orthometric height was determined by differential leveling
 LX2299.and adjusted by the National Geodetic Survey in June 1991..
 LX2299
 LX2299.The geoid height was determined by GEOID03.
 LX2299
 LX2299.The dynamic height is computed by dividing the NAVD 88
 LX2299.geopotential number by the normal gravity value computed on the
 LX2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2299.degrees latitude (g = 980.6199 gals.).
 LX2299
 LX2299.The modeled gravity was interpolated from observed gravity values.
 LX2299
 LX2299;                    North         East    Units  Estimated Accuracy
 LX2299;SPC CT       -   192,950.      246,990.      MT  (+/- 180 meters Scaled)
 LX2299
 LX2299                          SUPERSEDED SURVEY CONTROL
 LX2299
 LX2299.No superseded survey control is available for this station.
 LX2299
 LX2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL308617(NAD 83)
 LX2299_MARKER: DB = BENCH MARK DISK
 LX2299_SETTING: 66 = SET IN ROCK OUTCROP
 LX2299_SP_SET: BEDROCK
 LX2299_STAMPING: B 71 1985
 LX2299_MARK LOGO: NGS   
 LX2299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2299+STABILITY: POSITION/ELEVATION WELL
 LX2299
 LX2299  HISTORY     - Date     Condition        Report By
 LX2299  HISTORY     - 1985     MONUMENTED       NGS
 LX2299
 LX2299                          STATION DESCRIPTION
 LX2299
 LX2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2299'0.9 KM (0.55 MI) NW FROM WILTON.
 LX2299'0.9 KM (0.55 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2299'U.S. HIGHWAY 7 IN WILTON TO THE MARK ON THE RIGHT, IN THE SOUTHEAST
 LX2299'END OF THE LAWN OF A TWO STORY FRAME HOUSE, 16.4 METERS (54.0 FT)
 LX2299'EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.7 METERS (25.5 FT)
 LX2299'EAST-NORTHEAST OF A ROCK WALL AT THE SOUTH ENTRANCE OF A DRIVEWAY,
 LX2299'5.0 METERS (16.5 FT) SOUTHEAST OF THE CENTER OF THE DRIVEWAY.
 LX2299'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2266 ***********************************************************************
 LX2266  DESIGNATION -  B 72
 LX2266  PID         -  LX2266
 LX2266  STATE/COUNTY-  CT/FAIRFIELD
 LX2266  USGS QUAD   -  GLENVILLE (1971)
 LX2266
 LX2266                         *CURRENT SURVEY CONTROL
 LX2266  ___________________________________________________________________
 LX2266* NAD 83(1986)-  41 03 00.     (N)    073 40 16.     (W)     SCALED    
 LX2266* NAVD 88     -        57.495  (meters)     188.63   (feet)  ADJUSTED  
 LX2266  ___________________________________________________________________
 LX2266  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX2266  DYNAMIC HT  -          57.474 (meters)     188.56  (feet)  COMP
 LX2266  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LX2266
 LX2266  VERT ORDER  -  FIRST     CLASS II
 LX2266
 LX2266.The horizontal coordinates were scaled from a topographic map and have
 LX2266.an estimated accuracy of +/- 6 seconds.
 LX2266
 LX2266.The orthometric height was determined by differential leveling
 LX2266.and adjusted by the National Geodetic Survey in June 1991..
 LX2266
 LX2266.The geoid height was determined by GEOID03.
 LX2266
 LX2266.The dynamic height is computed by dividing the NAVD 88
 LX2266.geopotential number by the normal gravity value computed on the
 LX2266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2266.degrees latitude (g = 980.6199 gals.).
 LX2266
 LX2266.The modeled gravity was interpolated from observed gravity values.
 LX2266
 LX2266;                    North         East    Units  Estimated Accuracy
 LX2266;SPC CT       -   176,880.      227,360.      MT  (+/- 180 meters Scaled)
 LX2266
 LX2266                          SUPERSEDED SURVEY CONTROL
 LX2266
 LX2266.No superseded survey control is available for this station.
 LX2266
 LX2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL116451(NAD 83)
 LX2266_MARKER: DB = BENCH MARK DISK
 LX2266_SETTING: 66 = SET IN ROCK OUTCROP
 LX2266_SP_SET: ROCK OUTCROP
 LX2266_STAMPING: B 72 1985
 LX2266_MARK LOGO: NGS   
 LX2266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2266+STABILITY: POSITION/ELEVATION WELL
 LX2266
 LX2266  HISTORY     - Date     Condition        Report By
 LX2266  HISTORY     - 1985     MONUMENTED       NGS
 LX2266
 LX2266                          STATION DESCRIPTION
 LX2266
 LX2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2266'1.3 KM (0.8 MI) SSE FROM RIVERSVILLE.
 LX2266'1.3 KM (0.8 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 15 (MERRITT
 LX2266'PARKWAY) FROM THE OVERPASS FOR RIVERSVILLE ROAD IN RIVERSVILLE TO THE
 LX2266'MARK ON THE LEFT, 0.9 KM (0.55 MI) SOUTHEAST OF A TOLL GATE, 3.20
 LX2266'METERS (10.5 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE HIGHWAY,
 LX2266'3.93 METERS (12.9 FT) SOUTH-SOUTHEAST OF A 20-CM (8-INCH) CEDAR TREE.
 LX2266'THE MARK IS 0.40 METERS  SSW FROM  A WITNESS POST
 LX2266'THE MARK IS 0.88 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2311 ***********************************************************************
 LX2311  DESIGNATION -  B 73
 LX2311  PID         -  LX2311
 LX2311  STATE/COUNTY-  CT/FAIRFIELD
 LX2311  USGS QUAD   -  BETHEL (1984)
 LX2311
 LX2311                         *CURRENT SURVEY CONTROL
 LX2311  ___________________________________________________________________
 LX2311* NAD 83(1986)-  41 18 15.     (N)    073 22 46.     (W)     SCALED    
 LX2311* NAVD 88     -       200.193  (meters)     656.80   (feet)  ADJUSTED  
 LX2311  ___________________________________________________________________
 LX2311  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX2311  DYNAMIC HT  -         200.126 (meters)     656.58  (feet)  COMP
 LX2311  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX2311
 LX2311  VERT ORDER  -  FIRST     CLASS II
 LX2311
 LX2311.The horizontal coordinates were scaled from a topographic map and have
 LX2311.an estimated accuracy of +/- 6 seconds.
 LX2311
 LX2311.The orthometric height was determined by differential leveling
 LX2311.and adjusted by the National Geodetic Survey in June 1991..
 LX2311
 LX2311.The geoid height was determined by GEOID03.
 LX2311
 LX2311.The dynamic height is computed by dividing the NAVD 88
 LX2311.geopotential number by the normal gravity value computed on the
 LX2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2311.degrees latitude (g = 980.6199 gals.).
 LX2311
 LX2311.The modeled gravity was interpolated from observed gravity values.
 LX2311
 LX2311;                    North         East    Units  Estimated Accuracy
 LX2311;SPC CT       -   204,880.      252,090.      MT  (+/- 180 meters Scaled)
 LX2311
 LX2311                          SUPERSEDED SURVEY CONTROL
 LX2311
 LX2311.No superseded survey control is available for this station.
 LX2311
 LX2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL356737(NAD 83)
 LX2311_MARKER: I = METAL ROD
 LX2311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2311_SP_SET: STAINLESS STEEL ROD
 LX2311_STAMPING: B 73 1985
 LX2311_MARK LOGO: NGS   
 LX2311_PROJECTION: FLUSH
 LX2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2311_ROD/PIPE-DEPTH: 3.6  meters
 LX2311
 LX2311  HISTORY     - Date     Condition        Report By
 LX2311  HISTORY     - 1985     MONUMENTED       NGS
 LX2311
 LX2311                          STATION DESCRIPTION
 LX2311
 LX2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2311'2.5 KM (1.55 MI) SW FROM REDDING RIDGE.
 LX2311'2.5 KM (1.55 MI) SOUTHWEST ALONG CROSS HIGHWAY FROM THE JUNCTION OF
 LX2311'STATE HIGHWAY 58 IN REDDING RIDGE TO THE MARK ON THE RIGHT, 12.3
 LX2311'METERS (40.4 FT) NORTH OF THE CENTER OF CROSS HIGHWAY, 30.1 METERS
 LX2311'(99.0 FT) EAST OF THE CENTERLINE OF SHERMAN TURNPIKE, 19.5 METERS
 LX2311'(64.0 FT) SOUTHEAST OF A FLAG POLE, 16.6 METERS (54.5 FT) EAST OF A
 LX2311'LARGE BOULDER WITH A MEMORIAL PLAQUE ATTACHED, 12.4 METERS (41.0 FT)
 LX2311'SOUTH OF THE CENTER OF A SIDE STREET THAT FORMS A TRIANGLE WITH CROSS
 LX2311'HIGHWAY AND SHERMAN TURNPIKE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2311'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2331 ***********************************************************************
 LX2331  DESIGNATION -  B 74
 LX2331  PID         -  LX2331
 LX2331  STATE/COUNTY-  CT/FAIRFIELD
 LX2331  USGS QUAD   -  LONG HILL (1984)
 LX2331
 LX2331                         *CURRENT SURVEY CONTROL
 LX2331  ___________________________________________________________________
 LX2331* NAD 83(1986)-  41 17 16.     (N)    073 14 08.     (W)     SCALED    
 LX2331* NAVD 88     -        92.725  (meters)     304.22   (feet)  ADJUSTED  
 LX2331  ___________________________________________________________________
 LX2331  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2331  DYNAMIC HT  -          92.693 (meters)     304.11  (feet)  COMP
 LX2331  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX2331
 LX2331  VERT ORDER  -  FIRST     CLASS II
 LX2331
 LX2331.The horizontal coordinates were scaled from a topographic map and have
 LX2331.an estimated accuracy of +/- 6 seconds.
 LX2331
 LX2331.The orthometric height was determined by differential leveling
 LX2331.and adjusted by the National Geodetic Survey in June 1991..
 LX2331
 LX2331.The geoid height was determined by GEOID03.
 LX2331
 LX2331.The dynamic height is computed by dividing the NAVD 88
 LX2331.geopotential number by the normal gravity value computed on the
 LX2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2331.degrees latitude (g = 980.6199 gals.).
 LX2331
 LX2331.The modeled gravity was interpolated from observed gravity values.
 LX2331
 LX2331;                    North         East    Units  Estimated Accuracy
 LX2331;SPC CT       -   202,980.      264,130.      MT  (+/- 180 meters Scaled)
 LX2331
 LX2331                          SUPERSEDED SURVEY CONTROL
 LX2331
 LX2331.No superseded survey control is available for this station.
 LX2331
 LX2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL477722(NAD 83)
 LX2331_MARKER: DB = BENCH MARK DISK
 LX2331_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2331_SP_SET: BRIDGE ABUTMENT
 LX2331_STAMPING: B 74 1985
 LX2331_MARK LOGO: NGS   
 LX2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2331+STABILITY: SURFACE MOTION
 LX2331
 LX2331  HISTORY     - Date     Condition        Report By
 LX2331  HISTORY     - 1985     MONUMENTED       NGS
 LX2331
 LX2331                          STATION DESCRIPTION
 LX2331
 LX2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2331'IN TRUMBULL.
 LX2331'IN TRUMBULL, AT THE JUNCTION OF STATE HIGHWAYS 25 AND 111, IN TOP OF
 LX2331'THE SOUTHWEST ABUTMENT OF THE STATE HIGHWAY 111 NORTH BRIDGE OVER THE
 LX2331'WEST BRANCH OF THE PEQUONNOCK RIVER, 12.13 METERS (39.8 FT) NORTHWEST
 LX2331'OF THE CENTERLINE OF HIGHWAY 111 NORTH, 0.30 METER (1.0 FT) NORTHEAST
 LX2331'OF THE SOUTHWEST END OF THE ABUTMENT.
 LX2331'THE MARK IS 1.22 M ABOVE HIGHWAY 111.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2442 ***********************************************************************
 LX2442  DESIGNATION -  B 75
 LX2442  PID         -  LX2442
 LX2442  STATE/COUNTY-  CT/LITCHFIELD
 LX2442  USGS QUAD   -  WINSTED (1984)
 LX2442
 LX2442                         *CURRENT SURVEY CONTROL
 LX2442  ___________________________________________________________________
 LX2442* NAD 83(1986)-  41 54 14.     (N)    073 04 10.     (W)     SCALED    
 LX2442* NAVD 88     -       215.369  (meters)     706.59   (feet)  ADJUSTED  
 LX2442  ___________________________________________________________________
 LX2442  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2442  DYNAMIC HT  -         215.301 (meters)     706.37  (feet)  COMP
 LX2442  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 LX2442
 LX2442  VERT ORDER  -  FIRST     CLASS II
 LX2442
 LX2442.The horizontal coordinates were scaled from a topographic map and have
 LX2442.an estimated accuracy of +/- 6 seconds.
 LX2442
 LX2442.The orthometric height was determined by differential leveling
 LX2442.and adjusted by the National Geodetic Survey in June 1991..
 LX2442
 LX2442.The geoid height was determined by GEOID03.
 LX2442
 LX2442.The dynamic height is computed by dividing the NAVD 88
 LX2442.geopotential number by the normal gravity value computed on the
 LX2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2442.degrees latitude (g = 980.6199 gals.).
 LX2442
 LX2442.The modeled gravity was interpolated from observed gravity values.
 LX2442
 LX2442;                    North         East    Units  Estimated Accuracy
 LX2442;SPC CT       -   271,350.      278,300.      MT  (+/- 180 meters Scaled)
 LX2442
 LX2442                          SUPERSEDED SURVEY CONTROL
 LX2442
 LX2442.No superseded survey control is available for this station.
 LX2442
 LX2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM601409(NAD 83)
 LX2442_MARKER: DB = BENCH MARK DISK
 LX2442_SETTING: 66 = SET IN ROCK OUTCROP
 LX2442_SP_SET: ROCK CUT
 LX2442_STAMPING: B 75 1985
 LX2442_MARK LOGO: NGS   
 LX2442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2442+STABILITY: POSITION/ELEVATION WELL
 LX2442
 LX2442  HISTORY     - Date     Condition        Report By
 LX2442  HISTORY     - 1985     MONUMENTED       NGS
 LX2442
 LX2442                          STATION DESCRIPTION
 LX2442
 LX2442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2442'2.1 KM (1.3 MI) SOUTH FROM WINSTED.
 LX2442'2.1 KM (1.3 MI) SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCTION OF U.S.
 LX2442'HIGHWAY 44 IN WINSTED TO THE MARK ON THE RIGHT, IN THE BASE OF A
 LX2442'MASSIVE ROCK CUT, AT THE CONNECTICUT VEHICLE EMISSION INSPECTION
 LX2442'STATION CENTER, 38.25 METERS (125.5 FT) WEST OF THE CENTERLINE OF THE
 LX2442'HIGHWAY, 42.36 METERS (139.0 FT) NORTH OF THE NORTHWEST CORNER OF THE
 LX2442'INSPECTION BUILDING, 8.83 METERS (29.0 FT) SOUTH OF THE NORTH END OF
 LX2442'THE ROCK CUT.
 LX2442'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2442'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2675 ***********************************************************************
 LX2675  DESIGNATION -  B 76
 LX2675  PID         -  LX2675
 LX2675  STATE/COUNTY-  CT/LITCHFIELD
 LX2675  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2675
 LX2675                         *CURRENT SURVEY CONTROL
 LX2675  ___________________________________________________________________
 LX2675* NAD 83(1986)-  41 50 11.     (N)    073 12 44.     (W)     SCALED    
 LX2675* NAVD 88     -       383.072  (meters)    1256.80   (feet)  ADJUSTED  
 LX2675  ___________________________________________________________________
 LX2675  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2675  DYNAMIC HT  -         382.934 (meters)    1256.34  (feet)  COMP
 LX2675  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 LX2675
 LX2675  VERT ORDER  -  FIRST     CLASS II
 LX2675
 LX2675.The horizontal coordinates were scaled from a topographic map and have
 LX2675.an estimated accuracy of +/- 6 seconds.
 LX2675
 LX2675.The orthometric height was determined by differential leveling
 LX2675.and adjusted by the National Geodetic Survey in June 1991..
 LX2675
 LX2675.The geoid height was determined by GEOID03.
 LX2675
 LX2675.The dynamic height is computed by dividing the NAVD 88
 LX2675.geopotential number by the normal gravity value computed on the
 LX2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2675.degrees latitude (g = 980.6199 gals.).
 LX2675
 LX2675.The modeled gravity was interpolated from observed gravity values.
 LX2675
 LX2675;                    North         East    Units  Estimated Accuracy
 LX2675;SPC CT       -   263,900.      266,410.      MT  (+/- 180 meters Scaled)
 LX2675
 LX2675                          SUPERSEDED SURVEY CONTROL
 LX2675
 LX2675.No superseded survey control is available for this station.
 LX2675
 LX2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM484331(NAD 83)
 LX2675_MARKER: DB = BENCH MARK DISK
 LX2675_SETTING: 66 = SET IN ROCK OUTCROP
 LX2675_SP_SET: ROCK OUTCROP
 LX2675_STAMPING: B 76 1985
 LX2675_MARK LOGO: NGS   
 LX2675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2675+STABILITY: POSITION/ELEVATION WELL
 LX2675
 LX2675  HISTORY     - Date     Condition        Report By
 LX2675  HISTORY     - 1985     MONUMENTED       NGS
 LX2675
 LX2675                          STATION DESCRIPTION
 LX2675
 LX2675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2675'1.1 KM (0.7 MI) EAST FROM GOSHEN.
 LX2675'1.1 KM (0.7 MI) EAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF STATE
 LX2675'HIGHWAY 63 IN GOSHEN TO THE MARK ON THE LEFT, IN TOP OF ROCK OUTCROP
 LX2675'NEAR POWER POLE NUMBER 236, 7.52 METERS (24.7 FT) NORTH OF THE CENTER
 LX2675'LINE OF THE HIGHWAY, 4.41 METERS (14.5 FT) SOUTHWEST OF AN ASPHALT
 LX2675'DRIVE LEADING TO A SINGLE STORY FRAME HOUSE, 1.52 METERS (5.0 FT)
 LX2675'WEST-NORTHWEST OF POWER POLE NUMBER 236.
 LX2675'THE MARK IS 0.21 METERS  E FROM  A WITNESS POST
 LX2675'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2530 ***********************************************************************
 LX2530  DESIGNATION -  B 77
 LX2530  PID         -  LX2530
 LX2530  STATE/COUNTY-  CT/FAIRFIELD
 LX2530  USGS QUAD   -  MILFORD (1984)
 LX2530
 LX2530                         *CURRENT SURVEY CONTROL
 LX2530  ___________________________________________________________________
 LX2530* NAD 83(1986)-  41 13 12.     (N)    073 07 05.     (W)     SCALED    
 LX2530* NAVD 88     -        21.694  (meters)      71.17   (feet)  ADJUSTED  
 LX2530  ___________________________________________________________________
 LX2530  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX2530  DYNAMIC HT  -          21.687 (meters)      71.15  (feet)  COMP
 LX2530  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LX2530
 LX2530  VERT ORDER  -  FIRST     CLASS II
 LX2530
 LX2530.The horizontal coordinates were scaled from a topographic map and have
 LX2530.an estimated accuracy of +/- 6 seconds.
 LX2530
 LX2530.The orthometric height was determined by differential leveling
 LX2530.and adjusted by the National Geodetic Survey in June 1991..
 LX2530
 LX2530.The geoid height was determined by GEOID03.
 LX2530
 LX2530.The dynamic height is computed by dividing the NAVD 88
 LX2530.geopotential number by the normal gravity value computed on the
 LX2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2530.degrees latitude (g = 980.6199 gals.).
 LX2530
 LX2530.The modeled gravity was interpolated from observed gravity values.
 LX2530
 LX2530;                    North         East    Units  Estimated Accuracy
 LX2530;SPC CT       -   195,410.      273,940.      MT  (+/- 180 meters Scaled)
 LX2530
 LX2530                          SUPERSEDED SURVEY CONTROL
 LX2530
 LX2530.No superseded survey control is available for this station.
 LX2530
 LX2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL577648(NAD 83)
 LX2530_MARKER: DB = BENCH MARK DISK
 LX2530_SETTING: 66 = SET IN ROCK OUTCROP
 LX2530_SP_SET: ROCK OUTCROP
 LX2530_STAMPING: B 77 1985
 LX2530_MARK LOGO: NGS   
 LX2530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2530+STABILITY: POSITION/ELEVATION WELL
 LX2530
 LX2530  HISTORY     - Date     Condition        Report By
 LX2530  HISTORY     - 1985     MONUMENTED       NGS
 LX2530  HISTORY     - 19950821 GOOD             USPSQD
 LX2530
 LX2530                          STATION DESCRIPTION
 LX2530
 LX2530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2530'2.3 KM (1.45 MI) NORTH FROM STRATFORD.
 LX2530'2.3 KM (1.45 MI) NORTH ALONG STATE HIGHWAY 110 FROM THE OVERPASS OF
 LX2530'INTERSTATE 95 IN STRATFORD TO THE MARK ON THE LEFT, IN TOP OF A SMALL
 LX2530'ROCK OUTCROP ON STATE OWNED PROPERTY, 17.07 METERS (56.0 FT) NORTHWEST
 LX2530'OF THE CENTERLINE OF THE HIGHWAY, 10.06 METERS (33.0 FT) SOUTHEAST OF
 LX2530'THE CENTER OF A PAVED ROAD, 16.82 METERS (55.2 FT) NORTHEAST OF
 LX2530'UTILITY POLE 2730.
 LX2530'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2530
 LX2530                          STATION RECOVERY (1995)
 LX2530
 LX2530'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2839 ***********************************************************************
 LX2839  DESIGNATION -  B 78
 LX2839  PID         -  LX2839
 LX2839  STATE/COUNTY-  CT/NEW HAVEN
 LX2839  USGS QUAD   -  NAUGATUCK (1984)
 LX2839
 LX2839                         *CURRENT SURVEY CONTROL
 LX2839  ___________________________________________________________________
 LX2839* NAD 83(1986)-  41 26 28.     (N)    073 03 40.     (W)     SCALED    
 LX2839* NAVD 88     -        41.538  (meters)     136.28   (feet)  ADJUSTED  
 LX2839  ___________________________________________________________________
 LX2839  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2839  DYNAMIC HT  -          41.524 (meters)     136.23  (feet)  COMP
 LX2839  MODELED GRAV-     980,306.3   (mgal)                       NAVD 88
 LX2839
 LX2839  VERT ORDER  -  FIRST     CLASS II
 LX2839
 LX2839.The horizontal coordinates were scaled from a topographic map and have
 LX2839.an estimated accuracy of +/- 6 seconds.
 LX2839
 LX2839.The orthometric height was determined by differential leveling
 LX2839.and adjusted by the National Geodetic Survey in June 1991..
 LX2839
 LX2839.The geoid height was determined by GEOID03.
 LX2839
 LX2839.The dynamic height is computed by dividing the NAVD 88
 LX2839.geopotential number by the normal gravity value computed on the
 LX2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2839.degrees latitude (g = 980.6199 gals.).
 LX2839
 LX2839.The modeled gravity was interpolated from observed gravity values.
 LX2839
 LX2839;                    North         East    Units  Estimated Accuracy
 LX2839;SPC CT       -   219,950.      278,800.      MT  (+/- 180 meters Scaled)
 LX2839
 LX2839                          SUPERSEDED SURVEY CONTROL
 LX2839
 LX2839.No superseded survey control is available for this station.
 LX2839
 LX2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL619895(NAD 83)
 LX2839_MARKER: DB = BENCH MARK DISK
 LX2839_SETTING: 66 = SET IN ROCK OUTCROP
 LX2839_SP_SET: ROCK CUT
 LX2839_STAMPING: B 78 1985
 LX2839_MARK LOGO: NGS   
 LX2839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2839+STABILITY: POSITION/ELEVATION WELL
 LX2839
 LX2839  HISTORY     - Date     Condition        Report By
 LX2839  HISTORY     - 1985     MONUMENTED       NGS
 LX2839  HISTORY     - 19971018 GOOD             USPSQD
 LX2839
 LX2839                          STATION DESCRIPTION
 LX2839
 LX2839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2839'IN BEACON FALLS.
 LX2839'IN BEACON FALLS, ALONG SOUTH MAIN STREET, 0.3 KM (0.2 MI) SOUTHEAST OF
 LX2839'THE BEACON HOSE COMPANY NUMBER 1, IN THE BASE OF A TALL ROCK CUT,
 LX2839'9.75 METERS (32.0 FT) NORTHEAST OF THE CENTER LINE OF THE WESTBOUND
 LX2839'LANE OF THE STREET, 27.98 METERS (91.8 FT) NORTHWEST OF A UTILITY POLE
 LX2839'BETWEEN THE GUARDRAILS, 29.11 METERS (95.5 FT) SOUTHEAST OF UTILITY
 LX2839'POLE NUMBER 27131, 0.18 METER (0.6 FT) NORTHEAST OF THE SOUTHWEST EDGE
 LX2839'OF THE ROCK CUT.
 LX2839'THE MARK IS 0.4 M ABOVE STREET.
 LX2839
 LX2839                          STATION RECOVERY (1997)
 LX2839
 LX2839'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2602 ***********************************************************************
 LX2602  DESIGNATION -  B 79
 LX2602  PID         -  LX2602
 LX2602  STATE/COUNTY-  CT/LITCHFIELD
 LX2602  USGS QUAD   -  KENT (1971)
 LX2602
 LX2602                         *CURRENT SURVEY CONTROL
 LX2602  ___________________________________________________________________
 LX2602* NAD 83(1986)-  41 38 21.     (N)    073 23 22.     (W)     SCALED    
 LX2602* NAVD 88     -       116.951  (meters)     383.70   (feet)  ADJUSTED  
 LX2602  ___________________________________________________________________
 LX2602  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX2602  DYNAMIC HT  -         116.912 (meters)     383.57  (feet)  COMP
 LX2602  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 LX2602
 LX2602  VERT ORDER  -  FIRST     CLASS II
 LX2602
 LX2602.The horizontal coordinates were scaled from a topographic map and have
 LX2602.an estimated accuracy of +/- 6 seconds.
 LX2602
 LX2602.The orthometric height was determined by differential leveling
 LX2602.and adjusted by the National Geodetic Survey in June 1991..
 LX2602
 LX2602.The geoid height was determined by GEOID03.
 LX2602
 LX2602.The dynamic height is computed by dividing the NAVD 88
 LX2602.geopotential number by the normal gravity value computed on the
 LX2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2602.degrees latitude (g = 980.6199 gals.).
 LX2602
 LX2602.The modeled gravity was interpolated from observed gravity values.
 LX2602
 LX2602;                    North         East    Units  Estimated Accuracy
 LX2602;SPC CT       -   242,090.      251,530.      MT  (+/- 180 meters Scaled)
 LX2602
 LX2602                          SUPERSEDED SURVEY CONTROL
 LX2602
 LX2602.No superseded survey control is available for this station.
 LX2602
 LX2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM341109(NAD 83)
 LX2602_MARKER: DB = BENCH MARK DISK
 LX2602_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2602_SP_SET: WING WALL
 LX2602_STAMPING: B 79 1985
 LX2602_MARK LOGO: NGS   
 LX2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2602+STABILITY: SURFACE MOTION
 LX2602
 LX2602  HISTORY     - Date     Condition        Report By
 LX2602  HISTORY     - 1985     MONUMENTED       NGS
 LX2602  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 LX2602
 LX2602                          STATION DESCRIPTION
 LX2602
 LX2602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2602'7.2 KM (4.5 MI) NORTH FROM NEW MILFORD.
 LX2602'7.2 KM (4.5 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2602'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE RIGHT, IN THE
 LX2602'SOUTHWEST WING WALL OF BRIDGE OVER ASPETUCK RIVER, 27.5 METERS (90.5
 LX2602'FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.1 METERS (13.5 FT)
 LX2602'SOUTHWEST OF THE CENTER OF UPLAND ROAD.
 LX2602'THE MARK IS 0.30 M BELOW UPLAND ROAD.
 LX2602
 LX2602                          STATION RECOVERY (1991)
 LX2602
 LX2602'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0510 ***********************************************************************
 LX0510  DESIGNATION -  B 8
 LX0510  PID         -  LX0510
 LX0510  STATE/COUNTY-  CT/HARTFORD
 LX0510  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX0510
 LX0510                         *CURRENT SURVEY CONTROL
 LX0510  ___________________________________________________________________
 LX0510* NAD 83(1986)-  41 42 34.     (N)    072 44 27.     (W)     SCALED    
 LX0510* NAVD 88     -        19.421  (meters)      63.72   (feet)  POSTED    
 LX0510  ___________________________________________________________________
 LX0510  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX0510  DYNAMIC HT  -          19.410 (meters)      63.68  (feet)  COMP
 LX0510  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 LX0510
 LX0510  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0510
 LX0510.The horizontal coordinates were scaled from a topographic map and have
 LX0510.an estimated accuracy of +/- 6 seconds.
 LX0510
 LX0510.The orthometric height was determined by differential leveling
 LX0510.and adjusted by the National Geodetic Survey in 1992..
 LX0510.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0510.rate of 0.0 thru 1.0 mm/km.
 LX0510
 LX0510.The geoid height was determined by GEOID03.
 LX0510
 LX0510.The dynamic height is computed by dividing the NAVD 88
 LX0510.geopotential number by the normal gravity value computed on the
 LX0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0510.degrees latitude (g = 980.6199 gals.).
 LX0510
 LX0510.The modeled gravity was interpolated from observed gravity values.
 LX0510
 LX0510;                    North         East    Units  Estimated Accuracy
 LX0510;SPC CT       -   249,700.      305,560.      MT  (+/- 180 meters Scaled)
 LX0510
 LX0510                          SUPERSEDED SURVEY CONTROL
 LX0510
 LX0510  NGVD 29 (??/??/92)   19.697  (m)           64.62   (f) ADJ UNCH    1 2
 LX0510
 LX0510.Superseded values are not recommended for survey control.
 LX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0510.See file dsdata.txt to determine how the superseded data were derived.
 LX0510
 LX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM879199(NAD 83)
 LX0510_MARKER: DB = BENCH MARK DISK
 LX0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0510_STAMPING: 64.623 B 8 1923
 LX0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0510+STABILITY: SURFACE MOTION
 LX0510
 LX0510  HISTORY     - Date     Condition        Report By
 LX0510  HISTORY     - 1923     MONUMENTED       CGS
 LX0510  HISTORY     - 1967     GOOD             NGS
 LX0510
 LX0510                          STATION DESCRIPTION
 LX0510
 LX0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0510'AT NEWINGTON.
 LX0510'AT NEWINGTON, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0510'HARTFORD RAILROAD, 0.2 MILE SOUTH OF THE STATION, 7-1/2 RAILS
 LX0510'SOUTHWEST OF SIGNAL H 31.44, 39.5 FEET SOUTHEAST OF THE SOUTHEAST
 LX0510'RAIL, 33.3 FEET NORTHEAST OF SECTIONHOUSE 82, AND 30 FEET
 LX0510'SOUTHEAST OF CONN. CO. POLE N 198.  A STANDARD DISK, STAMPED
 LX0510'64.623 B 8 1923 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2569 ***********************************************************************
 LX2569  DESIGNATION -  B 80
 LX2569  PID         -  LX2569
 LX2569  STATE/COUNTY-  CT/LITCHFIELD
 LX2569  USGS QUAD   -  ROXBURY (1984)
 LX2569
 LX2569                         *CURRENT SURVEY CONTROL
 LX2569  ___________________________________________________________________
 LX2569* NAD 83(1986)-  41 36 05.     (N)    073 16 51.     (W)     SCALED    
 LX2569* NAVD 88     -       240.536  (meters)     789.16   (feet)  ADJUSTED  
 LX2569  ___________________________________________________________________
 LX2569  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2569  DYNAMIC HT  -         240.454 (meters)     788.89  (feet)  COMP
 LX2569  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LX2569
 LX2569  VERT ORDER  -  FIRST     CLASS II
 LX2569
 LX2569.The horizontal coordinates were scaled from a topographic map and have
 LX2569.an estimated accuracy of +/- 6 seconds.
 LX2569
 LX2569.The orthometric height was determined by differential leveling
 LX2569.and adjusted by the National Geodetic Survey in June 1991..
 LX2569
 LX2569.The geoid height was determined by GEOID03.
 LX2569
 LX2569.The dynamic height is computed by dividing the NAVD 88
 LX2569.geopotential number by the normal gravity value computed on the
 LX2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2569.degrees latitude (g = 980.6199 gals.).
 LX2569
 LX2569.The modeled gravity was interpolated from observed gravity values.
 LX2569
 LX2569;                    North         East    Units  Estimated Accuracy
 LX2569;SPC CT       -   237,840.      260,550.      MT  (+/- 180 meters Scaled)
 LX2569
 LX2569                          SUPERSEDED SURVEY CONTROL
 LX2569
 LX2569.No superseded survey control is available for this station.
 LX2569
 LX2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM432069(NAD 83)
 LX2569_MARKER: I = METAL ROD
 LX2569_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2569+WITH SETTING: INFORMATION.
 LX2569_SP_SET: SHALLOW-SET METAL ROD
 LX2569_STAMPING: B 80 1985
 LX2569_MARK LOGO: NGS   
 LX2569_PROJECTION: FLUSH
 LX2569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2569_ROD/PIPE-DEPTH: 2.1  meters
 LX2569
 LX2569  HISTORY     - Date     Condition        Report By
 LX2569  HISTORY     - 1985     MONUMENTED       NGS
 LX2569
 LX2569                          STATION DESCRIPTION
 LX2569
 LX2569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2569'5.5 KM (3.4 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2569'5.5 KM (3.4 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2569'WASHINGTON DEPOT TO THE MARK ON THE RIGHT, 6.3 METERS (20.7 FT)
 LX2569'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.4 METERS (40.7 FT)
 LX2569'WEST AND ACROSS THE HIGHWAY FROM POWER POLE 1524, 1.2 METERS (4.0 FT)
 LX2569'SOUTHWEST OF THE END GUARD RAIL POLE.  NOTE--SEVERAL ATTEMPTS WERE
 LX2569'MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.1 METERS.
 LX2569'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2569'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2569'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2392 ***********************************************************************
 LX2392  DESIGNATION -  B 81
 LX2392  PID         -  LX2392
 LX2392  STATE/COUNTY-  CT/NEW HAVEN
 LX2392  USGS QUAD   -  SOUTHBURY (1984)
 LX2392
 LX2392                         *CURRENT SURVEY CONTROL
 LX2392  ___________________________________________________________________
 LX2392* NAD 83(1986)-  41 28 37.     (N)    073 12 36.     (W)     SCALED    
 LX2392* NAVD 88     -        87.322  (meters)     286.49   (feet)  ADJUSTED  
 LX2392  ___________________________________________________________________
 LX2392  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX2392  DYNAMIC HT  -          87.293 (meters)     286.39  (feet)  COMP
 LX2392  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 LX2392
 LX2392  VERT ORDER  -  FIRST     CLASS II
 LX2392
 LX2392.The horizontal coordinates were scaled from a topographic map and have
 LX2392.an estimated accuracy of +/- 6 seconds.
 LX2392
 LX2392.The orthometric height was determined by differential leveling
 LX2392.and adjusted by the National Geodetic Survey in June 1991..
 LX2392
 LX2392.The geoid height was determined by GEOID03.
 LX2392
 LX2392.The dynamic height is computed by dividing the NAVD 88
 LX2392.geopotential number by the normal gravity value computed on the
 LX2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2392.degrees latitude (g = 980.6199 gals.).
 LX2392
 LX2392.The modeled gravity was interpolated from observed gravity values.
 LX2392
 LX2392;                    North         East    Units  Estimated Accuracy
 LX2392;SPC CT       -   223,980.      266,380.      MT  (+/- 180 meters Scaled)
 LX2392
 LX2392                          SUPERSEDED SURVEY CONTROL
 LX2392
 LX2392.No superseded survey control is available for this station.
 LX2392
 LX2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL494932(NAD 83)
 LX2392_MARKER: DB = BENCH MARK DISK
 LX2392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2392_SP_SET: BRIDGE ABUTMENT
 LX2392_STAMPING: B 81 1985
 LX2392_MARK LOGO: NGS   
 LX2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2392
 LX2392  HISTORY     - Date     Condition        Report By
 LX2392  HISTORY     - 1985     MONUMENTED       NGS
 LX2392
 LX2392                          STATION DESCRIPTION
 LX2392
 LX2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2392'3.5 KM (2.15 MI) SW FROM SOUTHBURY.
 LX2392'3.5 KM (2.15 MI) SOUTHWEST ALONG INTERSTATE 84 FROM BUCKS HILL ROAD
 LX2392'OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END
 LX2392'OF THE EAST WALKWAY (ALSO ABUTMENT) OF HIGHWAY BRIDGE OVER STATE
 LX2392'HIGHWAY 67 (SEYMOUR ROAD), 0.52 METER (1.7 FT) WEST OF THE EAST CURB
 LX2392'OF THE HIGHWAY, 0.30 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 LX2392'THE BRIDGE.
 LX2392'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2877 ***********************************************************************
 LX2877  DESIGNATION -  B 82
 LX2877  PID         -  LX2877
 LX2877  STATE/COUNTY-  CT/MIDDLESEX
 LX2877  USGS QUAD   -  DURHAM (1984)
 LX2877
 LX2877                         *CURRENT SURVEY CONTROL
 LX2877  ___________________________________________________________________
 LX2877* NAD 83(1986)-  41 26 47.     (N)    072 42 13.     (W)     SCALED    
 LX2877* NAVD 88     -        84.042  (meters)     275.73   (feet)  ADJUSTED  
 LX2877  ___________________________________________________________________
 LX2877  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2877  DYNAMIC HT  -          84.014 (meters)     275.64  (feet)  COMP
 LX2877  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX2877
 LX2877  VERT ORDER  -  FIRST     CLASS II
 LX2877
 LX2877.The horizontal coordinates were scaled from a topographic map and have
 LX2877.an estimated accuracy of +/- 6 seconds.
 LX2877
 LX2877.The orthometric height was determined by differential leveling
 LX2877.and adjusted by the National Geodetic Survey in June 1991..
 LX2877
 LX2877.The geoid height was determined by GEOID03.
 LX2877
 LX2877.The dynamic height is computed by dividing the NAVD 88
 LX2877.geopotential number by the normal gravity value computed on the
 LX2877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2877.degrees latitude (g = 980.6199 gals.).
 LX2877
 LX2877.The modeled gravity was interpolated from observed gravity values.
 LX2877
 LX2877;                    North         East    Units  Estimated Accuracy
 LX2877;SPC CT       -   220,490.      308,680.      MT  (+/- 180 meters Scaled)
 LX2877
 LX2877                          SUPERSEDED SURVEY CONTROL
 LX2877
 LX2877.No superseded survey control is available for this station.
 LX2877
 LX2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL918908(NAD 83)
 LX2877_MARKER: I = METAL ROD
 LX2877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2877_SP_SET: STAINLESS STEEL ROD
 LX2877_STAMPING: B 82 1985
 LX2877_MARK LOGO: NGS   
 LX2877_PROJECTION: FLUSH
 LX2877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2877_ROD/PIPE-DEPTH: 4.7  meters
 LX2877
 LX2877  HISTORY     - Date     Condition        Report By
 LX2877  HISTORY     - 1985     MONUMENTED       NGS
 LX2877
 LX2877                          STATION DESCRIPTION
 LX2877
 LX2877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2877'4.7 KM (2.9 MI) SW FROM DURHAM.
 LX2877'4.7 KM (2.9 MI) SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2877'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE LEFT, 6.71 METERS (22.0
 LX2877'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.07 METERS (56.0 FT)
 LX2877'NORTHEAST OF THE CENTER OF CANTERBURY DRIVE, 0.85 METER (2.8 FT)
 LX2877'SOUTHWEST OF UTILITY POLE 901 WITH A WOODEN BRACE POLE.  NOTE--ACCESS
 LX2877'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2877'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2783 ***********************************************************************
 LX2783  DESIGNATION -  B 83
 LX2783  PID         -  LX2783
 LX2783  STATE/COUNTY-  CT/HARTFORD
 LX2783  USGS QUAD   -  NEW BRITAIN (1992)
 LX2783
 LX2783                         *CURRENT SURVEY CONTROL
 LX2783  ___________________________________________________________________
 LX2783* NAD 83(1986)-  41 42 25.     (N)    072 49 36.     (W)     SCALED    
 LX2783* NAVD 88     -       141.615  (meters)     464.62   (feet)  ADJUSTED  
 LX2783  ___________________________________________________________________
 LX2783  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2783  DYNAMIC HT  -         141.572 (meters)     464.47  (feet)  COMP
 LX2783  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 LX2783
 LX2783  VERT ORDER  -  FIRST     CLASS II
 LX2783
 LX2783.The horizontal coordinates were scaled from a topographic map and have
 LX2783.an estimated accuracy of +/- 6 seconds.
 LX2783
 LX2783.The orthometric height was determined by differential leveling
 LX2783.and adjusted by the National Geodetic Survey in June 1991..
 LX2783
 LX2783.The geoid height was determined by GEOID03.
 LX2783
 LX2783.The dynamic height is computed by dividing the NAVD 88
 LX2783.geopotential number by the normal gravity value computed on the
 LX2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2783.degrees latitude (g = 980.6199 gals.).
 LX2783
 LX2783.The modeled gravity was interpolated from observed gravity values.
 LX2783
 LX2783;                    North         East    Units  Estimated Accuracy
 LX2783;SPC CT       -   249,430.      298,420.      MT  (+/- 180 meters Scaled)
 LX2783
 LX2783                          SUPERSEDED SURVEY CONTROL
 LX2783
 LX2783.No superseded survey control is available for this station.
 LX2783
 LX2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM808195(NAD 83)
 LX2783_MARKER: DB = BENCH MARK DISK
 LX2783_SETTING: 66 = SET IN ROCK OUTCROP
 LX2783_SP_SET: ROCK CUT
 LX2783_STAMPING: B 83 1985
 LX2783_MARK LOGO: NGS   
 LX2783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2783+STABILITY: POSITION/ELEVATION WELL
 LX2783
 LX2783  HISTORY     - Date     Condition        Report By
 LX2783  HISTORY     - 1985     MONUMENTED       NGS
 LX2783
 LX2783                          STATION DESCRIPTION
 LX2783
 LX2783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2783'1.7 KM (1.05 MI) NE FROM FARMINGTON.
 LX2783'1.7 KM (1.05 MI) NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE OVERPASS OVER
 LX2783'STATE HIGHWAY 10 IN FARMINGTON TO THE MARK ON THE LEFT, IN THE BOTTOM
 LX2783'OF A ROCK CUT, APPROXIMATELY 20 FEET HIGH, NORTH-NORTHEAST AND ACROSS
 LX2783'THE HIGHWAY FROM UTILITY POLE NUMBER 1765 WITH A STREET LAMP, 8.69
 LX2783'METERS (28.5 FT) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 LX2783'THE MARK IS 0.56 METERS  SSW FROM  A WITNESS POST
 LX2783'THE MARK IS 1.10 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2634 ***********************************************************************
 LX2634  DESIGNATION -  B 84
 LX2634  PID         -  LX2634
 LX2634  STATE/COUNTY-  CT/MIDDLESEX
 LX2634  USGS QUAD   -  DEEP RIVER (1971)
 LX2634
 LX2634                         *CURRENT SURVEY CONTROL
 LX2634  ___________________________________________________________________
 LX2634* NAD 83(1986)-  41 24 16.     (N)    072 26 54.     (W)     SCALED    
 LX2634* NAVD 88     -         2.461  (meters)       8.07   (feet)  ADJUSTED  
 LX2634  ___________________________________________________________________
 LX2634  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX2634  DYNAMIC HT  -           2.460 (meters)       8.07  (feet)  COMP
 LX2634  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 LX2634
 LX2634  VERT ORDER  -  FIRST     CLASS II
 LX2634
 LX2634.The horizontal coordinates were scaled from a topographic map and have
 LX2634.an estimated accuracy of +/- 6 seconds.
 LX2634
 LX2634.The orthometric height was determined by differential leveling
 LX2634.and adjusted by the National Geodetic Survey in June 1991..
 LX2634
 LX2634.The geoid height was determined by GEOID03.
 LX2634
 LX2634.The dynamic height is computed by dividing the NAVD 88
 LX2634.geopotential number by the normal gravity value computed on the
 LX2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2634.degrees latitude (g = 980.6199 gals.).
 LX2634
 LX2634.The modeled gravity was interpolated from observed gravity values.
 LX2634
 LX2634;                    North         East    Units  Estimated Accuracy
 LX2634;SPC CT       -   215,870.      330,030.      MT  (+/- 180 meters Scaled)
 LX2634
 LX2634                          SUPERSEDED SURVEY CONTROL
 LX2634
 LX2634.No superseded survey control is available for this station.
 LX2634
 LX2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL132867(NAD 83)
 LX2634_MARKER: I = METAL ROD
 LX2634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2634_SP_SET: STAINLESS STEEL ROD
 LX2634_STAMPING: B 84 1985
 LX2634_MARK LOGO: NGS   
 LX2634_PROJECTION: FLUSH
 LX2634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2634_ROD/PIPE-DEPTH: 11.7 meters
 LX2634
 LX2634  HISTORY     - Date     Condition        Report By
 LX2634  HISTORY     - 1985     MONUMENTED       NGS
 LX2634  HISTORY     - 1989     GOOD             USPSQD
 LX2634  HISTORY     - 1991     GOOD             USPSQD
 LX2634  HISTORY     - 19950730 GOOD             USPSQD
 LX2634  HISTORY     - 19970220 GOOD             USPSQD
 LX2634
 LX2634                          STATION DESCRIPTION
 LX2634
 LX2634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2634'0.2 KM (0.15 MI) EAST FROM CHESTER.
 LX2634'0.2 KM (0.15 MI) EAST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2634'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, 4.9 METERS (16.0
 LX2634'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT)
 LX2634'NORTHWEST OF POWER POLE 562.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2634'THROUGH A 5-INCH LOGO CAP.
 LX2634'THE MARK IS 1.4 METERS  SW FROM  A WITNESS POST
 LX2634'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2634
 LX2634                          STATION RECOVERY (1989)
 LX2634
 LX2634'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2634'RECOVERED IN GOOD CONDITION.
 LX2634
 LX2634                          STATION RECOVERY (1991)
 LX2634
 LX2634'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2634'RECOVERED IN GOOD CONDITION.
 LX2634
 LX2634                          STATION RECOVERY (1995)
 LX2634
 LX2634'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2634'RECOVERED IN GOOD CONDITION.
 LX2634
 LX2634                          STATION RECOVERY (1997)
 LX2634
 LX2634'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2904 ***********************************************************************
 LX2904  DESIGNATION -  B 85
 LX2904  PID         -  LX2904
 LX2904  STATE/COUNTY-  CT/TOLLAND
 LX2904  USGS QUAD   -  ROCKVILLE (1984)
 LX2904
 LX2904                         *CURRENT SURVEY CONTROL
 LX2904  ___________________________________________________________________
 LX2904* NAD 83(1986)-  41 51 50.     (N)    072 28 36.     (W)     SCALED    
 LX2904* NAVD 88     -        77.980  (meters)     255.84   (feet)  ADJUSTED  
 LX2904  ___________________________________________________________________
 LX2904  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX2904  DYNAMIC HT  -          77.955 (meters)     255.76  (feet)  COMP
 LX2904  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX2904
 LX2904  VERT ORDER  -  FIRST     CLASS II
 LX2904
 LX2904.The horizontal coordinates were scaled from a topographic map and have
 LX2904.an estimated accuracy of +/- 6 seconds.
 LX2904
 LX2904.The orthometric height was determined by differential leveling
 LX2904.and adjusted by the National Geodetic Survey in June 1991..
 LX2904
 LX2904.The geoid height was determined by GEOID03.
 LX2904
 LX2904.The dynamic height is computed by dividing the NAVD 88
 LX2904.geopotential number by the normal gravity value computed on the
 LX2904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2904.degrees latitude (g = 980.6199 gals.).
 LX2904
 LX2904.The modeled gravity was interpolated from observed gravity values.
 LX2904
 LX2904;                    North         East    Units  Estimated Accuracy
 LX2904;SPC CT       -   266,890.      327,500.      MT  (+/- 180 meters Scaled)
 LX2904
 LX2904                          SUPERSEDED SURVEY CONTROL
 LX2904
 LX2904.No superseded survey control is available for this station.
 LX2904
 LX2904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM094377(NAD 83)
 LX2904_MARKER: I = METAL ROD
 LX2904_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2904_SP_SET: STAINLESS STEEL ROD
 LX2904_STAMPING: B 85 1986
 LX2904_MARK LOGO: NGS   
 LX2904_PROJECTION: FLUSH
 LX2904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2904_ROD/PIPE-DEPTH: 7.31 meters
 LX2904
 LX2904  HISTORY     - Date     Condition        Report By
 LX2904  HISTORY     - 1986     MONUMENTED       NGS
 LX2904
 LX2904                          STATION DESCRIPTION
 LX2904
 LX2904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2904'1.1 KM (0.7 MI) SW FROM ROCKVILLE.
 LX2904'1.1 KM (0.7 MI) SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2904'STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE LEFT.  IT IS 8.72
 LX2904'(28.6 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 83, 31.39 METERS
 LX2904'(103.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF OLD TOWN ROAD AND 19.81
 LX2904'METERS (65.0 FT) NORTH OF POWER POLE NO. 503 WITH A STREET LIGHT
 LX2904'ATTACHED.
 LX2904'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2904'THE MARK IS 1.43 METERS  W FROM  A WITNESS POST
 LX2904'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2909 ***********************************************************************
 LX2909  DESIGNATION -  B 86
 LX2909  PID         -  LX2909
 LX2909  STATE/COUNTY-  CT/TOLLAND
 LX2909  USGS QUAD   -  ROCKVILLE (1984)
 LX2909
 LX2909                         *CURRENT SURVEY CONTROL
 LX2909  ___________________________________________________________________
 LX2909* NAD 83(1986)-  41 52 02.     (N)    072 25 24.     (W)     SCALED    
 LX2909* NAVD 88     -       170.072  (meters)     557.98   (feet)  ADJUSTED  
 LX2909  ___________________________________________________________________
 LX2909  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2909  DYNAMIC HT  -         170.015 (meters)     557.79  (feet)  COMP
 LX2909  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 LX2909
 LX2909  VERT ORDER  -  FIRST     CLASS II
 LX2909
 LX2909.The horizontal coordinates were scaled from a topographic map and have
 LX2909.an estimated accuracy of +/- 6 seconds.
 LX2909
 LX2909.The orthometric height was determined by differential leveling
 LX2909.and adjusted by the National Geodetic Survey in June 1991..
 LX2909
 LX2909.The geoid height was determined by GEOID03.
 LX2909
 LX2909.The dynamic height is computed by dividing the NAVD 88
 LX2909.geopotential number by the normal gravity value computed on the
 LX2909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2909.degrees latitude (g = 980.6199 gals.).
 LX2909
 LX2909.The modeled gravity was interpolated from observed gravity values.
 LX2909
 LX2909;                    North         East    Units  Estimated Accuracy
 LX2909;SPC CT       -   267,280.      331,920.      MT  (+/- 180 meters Scaled)
 LX2909
 LX2909                          SUPERSEDED SURVEY CONTROL
 LX2909
 LX2909.No superseded survey control is available for this station.
 LX2909
 LX2909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM138382(NAD 83)
 LX2909_MARKER: I = METAL ROD
 LX2909_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2909+WITH SETTING: INFORMATION.
 LX2909_SP_SET: STAINLESS STEEL ROD
 LX2909_STAMPING: B 86 1986
 LX2909_MARK LOGO: NGS   
 LX2909_PROJECTION: FLUSH
 LX2909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2909_ROD/PIPE-DEPTH: 2.13 meters
 LX2909
 LX2909  HISTORY     - Date     Condition        Report By
 LX2909  HISTORY     - 1986     MONUMENTED       NGS
 LX2909  HISTORY     - 19950826 GOOD             USPSQD
 LX2909
 LX2909                          STATION DESCRIPTION
 LX2909
 LX2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2909'3.2 KM (2.0 MI) EAST FROM ROCKVILLE.
 LX2909'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 74 FROM THE VERNON ROCKVILLE
 LX2909'POST OFFICE IN ROCKVILLE TO THE MARK ON THE RIGHT.  IT IS 8.96 METERS
 LX2909'(29.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.22 METERS (23.7
 LX2909'FT) WEST OF SNET POLE NO. 69 AND 0.73 METER (2.4 FT) NORTH OF THE
 LX2909'NORTHEAST UTILITIES REGIONAL OFFICES SIGN. NOTE--ACCESS TO DATUM
 LX2909'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2909'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2909
 LX2909                          STATION RECOVERY (1995)
 LX2909
 LX2909'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2955 ***********************************************************************
 LX2955  DESIGNATION -  B 87
 LX2955  PID         -  LX2955
 LX2955  STATE/COUNTY-  CT/TOLLAND
 LX2955  USGS QUAD   -  ROCKVILLE (1984)
 LX2955
 LX2955                         *CURRENT SURVEY CONTROL
 LX2955  ___________________________________________________________________
 LX2955* NAD 83(1986)-  41 47 45.     (N)    072 25 58.     (W)     SCALED    
 LX2955* NAVD 88     -       206.506  (meters)     677.51   (feet)  ADJUSTED  
 LX2955  ___________________________________________________________________
 LX2955  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2955  DYNAMIC HT  -         206.436 (meters)     677.28  (feet)  COMP
 LX2955  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LX2955
 LX2955  VERT ORDER  -  FIRST     CLASS II
 LX2955
 LX2955.The horizontal coordinates were scaled from a topographic map and have
 LX2955.an estimated accuracy of +/- 6 seconds.
 LX2955
 LX2955.The orthometric height was determined by differential leveling
 LX2955.and adjusted by the National Geodetic Survey in June 1991..
 LX2955
 LX2955.The geoid height was determined by GEOID03.
 LX2955
 LX2955.The dynamic height is computed by dividing the NAVD 88
 LX2955.geopotential number by the normal gravity value computed on the
 LX2955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2955.degrees latitude (g = 980.6199 gals.).
 LX2955
 LX2955.The modeled gravity was interpolated from observed gravity values.
 LX2955
 LX2955;                    North         East    Units  Estimated Accuracy
 LX2955;SPC CT       -   259,340.      331,170.      MT  (+/- 180 meters Scaled)
 LX2955
 LX2955                          SUPERSEDED SURVEY CONTROL
 LX2955
 LX2955.No superseded survey control is available for this station.
 LX2955
 LX2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM132302(NAD 83)
 LX2955_MARKER: DB = BENCH MARK DISK
 LX2955_SETTING: 66 = SET IN ROCK OUTCROP
 LX2955_SP_SET: ROCK OUTCROP
 LX2955_STAMPING: B 87 1986
 LX2955_MARK LOGO: NGS   
 LX2955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2955+STABILITY: POSITION/ELEVATION WELL
 LX2955
 LX2955  HISTORY     - Date     Condition        Report By
 LX2955  HISTORY     - 1986     MONUMENTED       NGS
 LX2955
 LX2955                          STATION DESCRIPTION
 LX2955
 LX2955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2955'1.0 KM (0.65 MI) EAST FROM BOLTON.
 LX2955'1.0 KM (0.65 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2955'BOLTON TO THE MARK ON THE RIGHT.  IT IS 8.84 METERS (29.0 FT) SOUTH OF
 LX2955'THE CENTERLINE OF THE HIGHWAY, 20.64 METERS (67.7 FT) EAST OF UTILITY
 LX2955'POLE NO. 163 AND 14.02 METERS (46.0 FT) WEST OF THE CENTER OF THE
 LX2955'DRIVEWAY LEADING SOUTH TO HOUSE NO. 939.
 LX2955'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1781 ***********************************************************************
 LW1781  DESIGNATION -  B 88
 LW1781  PID         -  LW1781
 LW1781  STATE/COUNTY-  CT/WINDHAM
 LW1781  USGS QUAD   -  PUTNAM (1970)
 LW1781
 LW1781                         *CURRENT SURVEY CONTROL
 LW1781  ___________________________________________________________________
 LW1781* NAD 83(1986)-  41 54 42.     (N)    071 54 57.     (W)     SCALED    
 LW1781* NAVD 88     -        71.819  (meters)     235.63   (feet)  ADJUSTED  
 LW1781  ___________________________________________________________________
 LW1781  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1781  DYNAMIC HT  -          71.796 (meters)     235.55  (feet)  COMP
 LW1781  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LW1781
 LW1781  VERT ORDER  -  FIRST     CLASS II
 LW1781
 LW1781.The horizontal coordinates were scaled from a topographic map and have
 LW1781.an estimated accuracy of +/- 6 seconds.
 LW1781
 LW1781.The orthometric height was determined by differential leveling
 LW1781.and adjusted by the National Geodetic Survey in June 1991..
 LW1781
 LW1781.The geoid height was determined by GEOID03.
 LW1781
 LW1781.The dynamic height is computed by dividing the NAVD 88
 LW1781.geopotential number by the normal gravity value computed on the
 LW1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1781.degrees latitude (g = 980.6199 gals.).
 LW1781
 LW1781.The modeled gravity was interpolated from observed gravity values.
 LW1781
 LW1781;                    North         East    Units  Estimated Accuracy
 LW1781;SPC CT       -   272,500.      374,010.      MT  (+/- 180 meters Scaled)
 LW1781
 LW1781                          SUPERSEDED SURVEY CONTROL
 LW1781
 LW1781.No superseded survey control is available for this station.
 LW1781
 LW1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG581440(NAD 83)
 LW1781_MARKER: DB = BENCH MARK DISK
 LW1781_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1781_SP_SET: BRIDGE ABUTMENT
 LW1781_STAMPING: B 88 1986
 LW1781_MARK LOGO: NGS   
 LW1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1781
 LW1781  HISTORY     - Date     Condition        Report By
 LW1781  HISTORY     - 1986     MONUMENTED       NGS
 LW1781  HISTORY     - 19961207 GOOD             USPSQD
 LW1781
 LW1781                          STATION DESCRIPTION
 LW1781
 LW1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1781'0.7 KM (0.45 MI) SW FROM PUTNAM.
 LW1781'0.7 KM (0.45 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LW1781'MAIN STREET IN PUTNAM TO THE MARK ON THE LEFT IN TOP OF THE SOUTHEAST
 LW1781'END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER LITTLE RIVER.  IT IS
 LW1781'6.55 METERS (21.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 LW1781'0.09 METERS (0.3 FT) SOUTHEAST OF THE SOUTHWEST END OF THE CONCRETE
 LW1781'GUARDRAIL OF THE BRIDGE.
 LW1781'THE MARK IS 0.2 M BELOW HIGHWAY.
 LW1781
 LW1781                          STATION RECOVERY (1996)
 LW1781
 LW1781'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1807 ***********************************************************************
 LW1807  DESIGNATION -  B 89
 LW1807  PID         -  LW1807
 LW1807  STATE/COUNTY-  CT/WINDHAM
 LW1807  USGS QUAD   -  ONECO (1970)
 LW1807
 LW1807                         *CURRENT SURVEY CONTROL
 LW1807  ___________________________________________________________________
 LW1807* NAD 83(1986)-  41 40 58.     (N)    071 51 38.     (W)     SCALED    
 LW1807* NAVD 88     -       125.510  (meters)     411.78   (feet)  ADJUSTED  
 LW1807  ___________________________________________________________________
 LW1807  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW1807  DYNAMIC HT  -         125.464 (meters)     411.63  (feet)  COMP
 LW1807  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 LW1807
 LW1807  VERT ORDER  -  FIRST     CLASS II
 LW1807
 LW1807.The horizontal coordinates were scaled from a topographic map and have
 LW1807.an estimated accuracy of +/- 6 seconds.
 LW1807
 LW1807.The orthometric height was determined by differential leveling
 LW1807.and adjusted by the National Geodetic Survey in June 1991..
 LW1807
 LW1807.The geoid height was determined by GEOID03.
 LW1807
 LW1807.The dynamic height is computed by dividing the NAVD 88
 LW1807.geopotential number by the normal gravity value computed on the
 LW1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1807.degrees latitude (g = 980.6199 gals.).
 LW1807
 LW1807.The modeled gravity was interpolated from observed gravity values.
 LW1807
 LW1807;                    North         East    Units  Estimated Accuracy
 LW1807;SPC CT       -   247,120.      378,850.      MT  (+/- 180 meters Scaled)
 LW1807
 LW1807                          SUPERSEDED SURVEY CONTROL
 LW1807
 LW1807.No superseded survey control is available for this station.
 LW1807
 LW1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG619185(NAD 83)
 LW1807_MARKER: DB = BENCH MARK DISK
 LW1807_SETTING: 66 = SET IN ROCK OUTCROP
 LW1807_SP_SET: ROCK OUTCROP
 LW1807_STAMPING: B 89 1986
 LW1807_MARK LOGO: NGS   
 LW1807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1807+STABILITY: POSITION/ELEVATION WELL
 LW1807
 LW1807  HISTORY     - Date     Condition        Report By
 LW1807  HISTORY     - 1986     MONUMENTED       NGS
 LW1807  HISTORY     - 19961117 GOOD             USPSQD
 LW1807
 LW1807                          STATION DESCRIPTION
 LW1807
 LW1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1807'1.3 KM (0.8 MI) WSW FROM STERLING.
 LW1807'1.3 KM (0.8 MI) WEST-SOUTHWEST ALONG STATE HIGHWAY 14A FROM THE
 LW1807'JUNCTION OF STATE HIGHWAY 49 IN STERLING TO THE MARK ON THE RIGHT, 0.6
 LW1807'KM (0.4 MI) SOUTHWEST OF THE INTERSECTION OF NEW ROAD, IN EXPOSED
 LW1807'ROCK OUTCROP MEASURING 5 BY 9 FT. AND PROJECTING 0.61 METER (2.0 FT)
 LW1807'ABOVE THE LEVEL OF THE HIGHWAY AND BETWEEN UTILITY POLES 2736 AND
 LW1807'2737, 4.88 METERS (16.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 LW1807'HIGHWAY, 27.31 METERS (89.6 FT) NORTHEAST OF UTILITY POLE NUMBER 2736
 LW1807'WITH TWO GUY WIRES, 12.31 METERS (40.4 FT) SOUTHWEST OF A HIGHWAY SIGN
 LW1807'DENOTING A CURVE.
 LW1807'THE MARK IS 0.50 METERS  SSE FROM  A WITNESS POST
 LW1807'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LW1807
 LW1807                          STATION RECOVERY (1996)
 LW1807
 LW1807'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0002 ***********************************************************************
 LX0002  DESIGNATION -  B 9
 LX0002  PID         -  LX0002
 LX0002  STATE/COUNTY-  CT/TOLLAND
 LX0002  USGS QUAD   -  ROCKVILLE (1984)
 LX0002
 LX0002                         *CURRENT SURVEY CONTROL
 LX0002  ___________________________________________________________________
 LX0002* NAD 83(1986)-  41 49 31.     (N)    072 26 55.     (W)     SCALED    
 LX0002* NAVD 88     -       128.368  (meters)     421.15   (feet)  POSTED    
 LX0002  ___________________________________________________________________
 LX0002  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX0002  DYNAMIC HT  -         128.320 (meters)     421.00  (feet)  COMP
 LX0002  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LX0002
 LX0002  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0002
 LX0002.The horizontal coordinates were scaled from a topographic map and have
 LX0002.an estimated accuracy of +/- 6 seconds.
 LX0002
 LX0002.The orthometric height was determined by differential leveling
 LX0002.and adjusted by the National Geodetic Survey in 1992..
 LX0002.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0002.rate of 0.0 thru 1.0 mm/km.
 LX0002
 LX0002.The geoid height was determined by GEOID03.
 LX0002
 LX0002.The dynamic height is computed by dividing the NAVD 88
 LX0002.geopotential number by the normal gravity value computed on the
 LX0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0002.degrees latitude (g = 980.6199 gals.).
 LX0002
 LX0002.The modeled gravity was interpolated from observed gravity values.
 LX0002
 LX0002;                    North         East    Units  Estimated Accuracy
 LX0002;SPC CT       -   262,610.      329,840.      MT  (+/- 180 meters Scaled)
 LX0002
 LX0002                          SUPERSEDED SURVEY CONTROL
 LX0002
 LX0002  NGVD 29 (??/??/92)  128.603  (m)          421.93   (f) ADJ UNCH    1 2
 LX0002
 LX0002.Superseded values are not recommended for survey control.
 LX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0002.See file dsdata.txt to determine how the superseded data were derived.
 LX0002
 LX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM118335(NAD 83)
 LX0002_MARKER: DB = BENCH MARK DISK
 LX0002_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0002_SP_SET: UNSPECIFIED ROCK
 LX0002_STAMPING: 421.925 FT B 9 1923
 LX0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0002
 LX0002  HISTORY     - Date     Condition        Report By
 LX0002  HISTORY     - 1923     MONUMENTED       CGS
 LX0002  HISTORY     - 1951     GOOD             NGS
 LX0002  HISTORY     - 1972     GOOD             CTGS
 LX0002
 LX0002                          STATION DESCRIPTION
 LX0002
 LX0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0002'2 MI E FROM VERNON.
 LX0002'2.0 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0002'RAILROAD FROM VERNON, TOLLAND COUNTY, ABOUT 3/8 MILE NORTH OF
 LX0002'CONCRETE MILEPOST B 103, ON A LONG SHARP CURVE, AT THE WEST END
 LX0002'OF THE SECOND IMPORTANT ROCK CUT EAST OF VERNON, 8.8 FEET
 LX0002'NORTHEAST OF THE NORTHEAST RAIL, IN A PROJECTING POINT OF ROCK,
 LX0002'AND ABOUT ONE FOOT ABOVE THE TRACK.  A STANDARD DISK, STAMPED
 LX0002'421.925 FT B 9 1923.
 LX0002
 LX0002                          STATION RECOVERY (1972)
 LX0002
 LX0002'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3324 ***********************************************************************
 LX3324  DESIGNATION -  B 90
 LX3324  PID         -  LX3324
 LX3324  STATE/COUNTY-  CT/NEW LONDON
 LX3324  USGS QUAD   -  HAMBURG (1984)
 LX3324
 LX3324                         *CURRENT SURVEY CONTROL
 LX3324  ___________________________________________________________________
 LX3324* NAD 83(1986)-  41 28 23.     (N)    072 15 37.     (W)     SCALED    
 LX3324* NAVD 88     -        83.582  (meters)     274.22   (feet)  ADJUSTED  
 LX3324  ___________________________________________________________________
 LX3324  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX3324  DYNAMIC HT  -          83.553 (meters)     274.12  (feet)  COMP
 LX3324  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 LX3324
 LX3324  VERT ORDER  -  FIRST     CLASS II
 LX3324
 LX3324.The horizontal coordinates were scaled from a topographic map and have
 LX3324.an estimated accuracy of +/- 6 seconds.
 LX3324
 LX3324.The orthometric height was determined by differential leveling
 LX3324.and adjusted by the National Geodetic Survey in June 1991..
 LX3324
 LX3324.The geoid height was determined by GEOID03.
 LX3324
 LX3324.The dynamic height is computed by dividing the NAVD 88
 LX3324.geopotential number by the normal gravity value computed on the
 LX3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3324.degrees latitude (g = 980.6199 gals.).
 LX3324
 LX3324.The modeled gravity was interpolated from observed gravity values.
 LX3324
 LX3324;                    North         East    Units  Estimated Accuracy
 LX3324;SPC CT       -   223,560.      345,710.      MT  (+/- 180 meters Scaled)
 LX3324
 LX3324                          SUPERSEDED SURVEY CONTROL
 LX3324
 LX3324.No superseded survey control is available for this station.
 LX3324
 LX3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL287948(NAD 83)
 LX3324_MARKER: DB = BENCH MARK DISK
 LX3324_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3324_SP_SET: BRIDGE WINGWALL
 LX3324_STAMPING: B 90 1986
 LX3324_MARK LOGO: NGS   
 LX3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3324+STABILITY: SURFACE MOTION
 LX3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3324+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3324
 LX3324  HISTORY     - Date     Condition        Report By
 LX3324  HISTORY     - 1986     MONUMENTED       NGS
 LX3324  HISTORY     - 1989     GOOD             USPSQD
 LX3324  HISTORY     - 19900428 GOOD             USPSQD
 LX3324  HISTORY     - 19901115 GOOD             USPSQD
 LX3324  HISTORY     - 19991223 GOOD             USPSQD
 LX3324  HISTORY     - 20030602 GOOD             USPSQD
 LX3324  HISTORY     - 20060412 GOOD             USPSQD
 LX3324
 LX3324                          STATION DESCRIPTION
 LX3324
 LX3324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3324'0.6 KM (0.35 MI) SE FROM SALEM FOUR CORNERS.
 LX3324'0.6 KM (0.35) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3324'OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON THE LEFT IN
 LX3324'TOP OF THE NORTHEAST WINGWALL OF HIGHWAY BRIDGE OVER FRASER BROOK.  IT
 LX3324'IS 4.72 METERS (15.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 LX3324'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3324
 LX3324                          STATION RECOVERY (1989)
 LX3324
 LX3324'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3324'RECOVERED IN GOOD CONDITION.
 LX3324
 LX3324                          STATION RECOVERY (1990)
 LX3324
 LX3324'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3324'RECOVERED IN GOOD CONDITION.
 LX3324
 LX3324                          STATION RECOVERY (1990)
 LX3324
 LX3324'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3324'RECOVERED IN GOOD CONDITION.
 LX3324
 LX3324                          STATION RECOVERY (1999)
 LX3324
 LX3324'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3324'RECOVERED IN GOOD CONDITION.
 LX3324
 LX3324                          STATION RECOVERY (2003)
 LX3324
 LX3324'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3324'RECOVERED IN GOOD CONDITION.
 LX3324
 LX3324                          STATION RECOVERY (2006)
 LX3324
 LX3324'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3120 ***********************************************************************
 LX3120  DESIGNATION -  B 91
 LX3120  PID         -  LX3120
 LX3120  STATE/COUNTY-  CT/MIDDLESEX
 LX3120  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3120
 LX3120                         *CURRENT SURVEY CONTROL
 LX3120  ___________________________________________________________________
 LX3120* NAD 83(1986)-  41 35 25.     (N)    072 36 38.     (W)     SCALED    
 LX3120* NAVD 88     -         5.872  (meters)      19.27   (feet)  ADJUSTED  
 LX3120  ___________________________________________________________________
 LX3120  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX3120  DYNAMIC HT  -           5.870 (meters)      19.26  (feet)  COMP
 LX3120  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 LX3120
 LX3120  VERT ORDER  -  FIRST     CLASS II
 LX3120
 LX3120.The horizontal coordinates were scaled from a topographic map and have
 LX3120.an estimated accuracy of +/- 6 seconds.
 LX3120
 LX3120.The orthometric height was determined by differential leveling
 LX3120.and adjusted by the National Geodetic Survey in June 1991..
 LX3120
 LX3120.The geoid height was determined by GEOID03.
 LX3120
 LX3120.The dynamic height is computed by dividing the NAVD 88
 LX3120.geopotential number by the normal gravity value computed on the
 LX3120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3120.degrees latitude (g = 980.6199 gals.).
 LX3120
 LX3120.The modeled gravity was interpolated from observed gravity values.
 LX3120
 LX3120;                    North         East    Units  Estimated Accuracy
 LX3120;SPC CT       -   236,480.      316,430.      MT  (+/- 180 meters Scaled)
 LX3120
 LX3120                          SUPERSEDED SURVEY CONTROL
 LX3120
 LX3120.No superseded survey control is available for this station.
 LX3120
 LX3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM991070(NAD 83)
 LX3120_MARKER: I = METAL ROD
 LX3120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3120_SP_SET: STAINLESS STEEL ROD
 LX3120_STAMPING: B 91 1986
 LX3120_MARK LOGO: NGS   
 LX3120_PROJECTION: FLUSH
 LX3120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3120_ROD/PIPE-DEPTH: 5.5  meters
 LX3120
 LX3120  HISTORY     - Date     Condition        Report By
 LX3120  HISTORY     - 1986     MONUMENTED       NGS
 LX3120
 LX3120                          STATION DESCRIPTION
 LX3120
 LX3120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3120'5.0 KM (3.1 MI) EAST FROM PORTLAND.
 LX3120'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF STATE
 LX3120'HIGHWAYS 17A IN PORTLAND, THENCE 1.8 KM (1.1 MI) NORTH ALONG STATE
 LX3120'HIGHWAY 17 TO THE MARK ON THE RIGHT AT THE JUNCTION OF BARTLETT
 LX3120'ROAD.  IT IS 16.4 METERS (54.0 FT) EAST OF THE CENTERLINE STATE
 LX3120'HIGHWAY 17, 15.5 METERS (51.0 FT) WEST OF POWER POLE NO. 373 12.4
 LX3120'METERS (41.0 FT) SOUTHWEST OF THE CENTER OF BARTLETT ROAD AND 0.45
 LX3120'METER (1.5 FT) SOUTH OF A GUARD POST. NOTE--ACCESS TO DATUM POINT
 LX3120'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3120'THE MARK IS 0.60 METERS  S FROM  A WITNESS POST
 LX3120'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3064 ***********************************************************************
 LX3064  DESIGNATION -  B 92
 LX3064  PID         -  LX3064
 LX3064  STATE/COUNTY-  CT/MIDDLESEX
 LX3064  USGS QUAD   -  MIDDLETOWN (1992)
 LX3064
 LX3064                         *CURRENT SURVEY CONTROL
 LX3064  ___________________________________________________________________
 LX3064* NAD 83(1986)-  41 34 00.     (N)    072 38 45.     (W)     SCALED    
 LX3064* NAVD 88     -        10.200  (meters)      33.46   (feet)  ADJUSTED  
 LX3064  ___________________________________________________________________
 LX3064  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX3064  DYNAMIC HT  -          10.196 (meters)      33.45  (feet)  COMP
 LX3064  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX3064
 LX3064  VERT ORDER  -  FIRST     CLASS II
 LX3064
 LX3064.The horizontal coordinates were scaled from a topographic map and have
 LX3064.an estimated accuracy of +/- 6 seconds.
 LX3064
 LX3064.The orthometric height was determined by differential leveling
 LX3064.and adjusted by the National Geodetic Survey in June 1991..
 LX3064
 LX3064.The geoid height was determined by GEOID03.
 LX3064
 LX3064.The dynamic height is computed by dividing the NAVD 88
 LX3064.geopotential number by the normal gravity value computed on the
 LX3064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3064.degrees latitude (g = 980.6199 gals.).
 LX3064
 LX3064.The modeled gravity was interpolated from observed gravity values.
 LX3064
 LX3064;                    North         East    Units  Estimated Accuracy
 LX3064;SPC CT       -   233,850.      313,490.      MT  (+/- 180 meters Scaled)
 LX3064
 LX3064                          SUPERSEDED SURVEY CONTROL
 LX3064
 LX3064.No superseded survey control is available for this station.
 LX3064
 LX3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM962043(NAD 83)
 LX3064_MARKER: DB = BENCH MARK DISK
 LX3064_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3064_SP_SET: BRIDGE ABUTMENT
 LX3064_STAMPING: B 92 1986
 LX3064_MARK LOGO: NGS   
 LX3064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3064
 LX3064  HISTORY     - Date     Condition        Report By
 LX3064  HISTORY     - 1986     MONUMENTED       NGS
 LX3064
 LX3064                          STATION DESCRIPTION
 LX3064
 LX3064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3064'1.2 KM (0.75 MI) WEST FROM PORTLAND.
 LX3064'1.2 KM (0.75 MI) WEST ALONG THE CONRAIL RAILROAD FROM THE STATE
 LX3064'HIGHWAY 66 OVERPASS IN PORTLAND TO THE TRESTLE OVER THE
 LX3064'CONNECTICUT RIVER AND THE MARK ON THE LEFT IN TOP OF THE SOUTHEAST
 LX3064'END OF THE EAST ABUTMENT, 3.0 METERS (9.9 FT) SOUTH OF THE SOUTH RAIL.
 LX3064'THE MARK IS 0.76 M BELOW RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3033 ***********************************************************************
 LX3033  DESIGNATION -  B 93
 LX3033  PID         -  LX3033
 LX3033  STATE/COUNTY-  CT/TOLLAND
 LX3033  USGS QUAD   -  SPRING HILL (1983)
 LX3033
 LX3033                         *CURRENT SURVEY CONTROL
 LX3033  ___________________________________________________________________
 LX3033* NAD 83(1986)-  41 47 29.     (N)    072 13 49.     (W)     SCALED    
 LX3033* NAVD 88     -       192.243  (meters)     630.72   (feet)  ADJUSTED  
 LX3033  ___________________________________________________________________
 LX3033  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3033  DYNAMIC HT  -         192.175 (meters)     630.49  (feet)  COMP
 LX3033  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 LX3033
 LX3033  VERT ORDER  -  FIRST     CLASS II
 LX3033
 LX3033.The horizontal coordinates were scaled from a topographic map and have
 LX3033.an estimated accuracy of +/- 6 seconds.
 LX3033
 LX3033.The orthometric height was determined by differential leveling
 LX3033.and adjusted by the National Geodetic Survey in June 1991..
 LX3033
 LX3033.The geoid height was determined by GEOID03.
 LX3033
 LX3033.The dynamic height is computed by dividing the NAVD 88
 LX3033.geopotential number by the normal gravity value computed on the
 LX3033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3033.degrees latitude (g = 980.6199 gals.).
 LX3033
 LX3033.The modeled gravity was interpolated from observed gravity values.
 LX3033
 LX3033;                    North         East    Units  Estimated Accuracy
 LX3033;SPC CT       -   258,930.      348,000.      MT  (+/- 180 meters Scaled)
 LX3033
 LX3033                          SUPERSEDED SURVEY CONTROL
 LX3033
 LX3033.No superseded survey control is available for this station.
 LX3033
 LX3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM301303(NAD 83)
 LX3033_MARKER: DB = BENCH MARK DISK
 LX3033_SETTING: 66 = SET IN ROCK OUTCROP
 LX3033_SP_SET: ROCK CUT
 LX3033_STAMPING: B 93 1986
 LX3033_MARK LOGO: NGS   
 LX3033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3033+STABILITY: POSITION/ELEVATION WELL
 LX3033
 LX3033  HISTORY     - Date     Condition        Report By
 LX3033  HISTORY     - 1986     MONUMENTED       NGS
 LX3033
 LX3033                          STATION DESCRIPTION
 LX3033
 LX3033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3033'5.1 KM (3.15 MI) SE FROM MANSFIELD.
 LX3033'5.1 KM (3.15 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 LX3033'OF U.S. HIGHWAY 44 IN MANSFIELD TO THE MARK ON THE LEFT IN TOP OF A
 LX3033'SMALL ROCK CUT, ACROSS THE HIGHWAY FROM THE EAST CORNER OF THE
 LX3033'PROPERTY OF HOUSE NO. 1047, 5.49 METERS (18.0 FT) NORTHEAST OF THE
 LX3033'CENTERLINE OF THE HIGHWAY, 21.06 METERS (69.1 FT) SOUTHEAST OF UTILITY
 LX3033'POLE NO. 225, 14.78 METERS (48.5 FT) NORTHWEST OF UTILITY POLE NO.
 LX3033'224.
 LX3033'THE MARK IS 0.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3282 ***********************************************************************
 LX3282  DESIGNATION -  B 96
 LX3282  PID         -  LX3282
 LX3282  STATE/COUNTY-  CT/HARTFORD
 LX3282  USGS QUAD   -  GLASTONBURY (1992)
 LX3282
 LX3282                         *CURRENT SURVEY CONTROL
 LX3282  ___________________________________________________________________
 LX3282* NAD 83(1986)-  41 40 57.     (N)    072 33 00.     (W)     SCALED    
 LX3282* NAVD 88     -       122.676  (meters)     402.48   (feet)  ADJUSTED  
 LX3282  ___________________________________________________________________
 LX3282  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3282  DYNAMIC HT  -         122.636 (meters)     402.35  (feet)  COMP
 LX3282  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 LX3282
 LX3282  VERT ORDER  -  FIRST     CLASS II
 LX3282
 LX3282.The horizontal coordinates were scaled from a topographic map and have
 LX3282.an estimated accuracy of +/- 6 seconds.
 LX3282
 LX3282.The orthometric height was determined by differential leveling
 LX3282.and adjusted by the National Geodetic Survey in June 1991..
 LX3282
 LX3282.The geoid height was determined by GEOID03.
 LX3282
 LX3282.The dynamic height is computed by dividing the NAVD 88
 LX3282.geopotential number by the normal gravity value computed on the
 LX3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3282.degrees latitude (g = 980.6199 gals.).
 LX3282
 LX3282.The modeled gravity was interpolated from observed gravity values.
 LX3282
 LX3282;                    North         East    Units  Estimated Accuracy
 LX3282;SPC CT       -   246,730.      321,450.      MT  (+/- 180 meters Scaled)
 LX3282
 LX3282                          SUPERSEDED SURVEY CONTROL
 LX3282
 LX3282.No superseded survey control is available for this station.
 LX3282
 LX3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM039174(NAD 83)
 LX3282_MARKER: DB = BENCH MARK DISK
 LX3282_SETTING: 66 = SET IN ROCK OUTCROP
 LX3282_SP_SET: ROCK OUTCROP
 LX3282_STAMPING: B 96 1986
 LX3282_MARK LOGO: NGS   
 LX3282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3282+STABILITY: POSITION/ELEVATION WELL
 LX3282
 LX3282  HISTORY     - Date     Condition        Report By
 LX3282  HISTORY     - 1986     MONUMENTED       NGS
 LX3282
 LX3282                          STATION DESCRIPTION
 LX3282
 LX3282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3282'5.7 KM (3.55 MI) SE FROM GLASTONBURY.
 LX3282'5.7 KM (18.4 FT) EAST OF THE CENTERLINE OF THE TURNPIKE, 32.0 METERS
 LX3282'(105.0 FT) NORTH AND ACROSS THE TURNPIKE FROM SNET POLE NO. 2718
 LX3282'AND 21.34 METERS (70.0 FT) SOUTHEAST AND ACROSS TURNPIKE FROM SNET
 LX3282'POLE NO. 2718.
 LX3282'THE MARK IS 0.36 METERS  E FROM  A WITNESS POST
 LX3282'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3431 ***********************************************************************
 LX3431  DESIGNATION -  B 97
 LX3431  PID         -  LX3431
 LX3431  STATE/COUNTY-  CT/NEW LONDON
 LX3431  USGS QUAD   -  UNCASVILLE (1984)
 LX3431
 LX3431                         *CURRENT SURVEY CONTROL
 LX3431  ___________________________________________________________________
 LX3431* NAD 83(1986)-  41 23 09.     (N)    072 01 39.     (W)     SCALED    
 LX3431* NAVD 88     -        37.423  (meters)     122.78   (feet)  ADJUSTED  
 LX3431  ___________________________________________________________________
 LX3431  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX3431  DYNAMIC HT  -          37.409 (meters)     122.73  (feet)  COMP
 LX3431  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LX3431
 LX3431  VERT ORDER  -  FIRST     CLASS II
 LX3431
 LX3431.The horizontal coordinates were scaled from a topographic map and have
 LX3431.an estimated accuracy of +/- 6 seconds.
 LX3431
 LX3431.The orthometric height was determined by differential leveling
 LX3431.and adjusted by the National Geodetic Survey in June 1991..
 LX3431
 LX3431.The geoid height was determined by GEOID03.
 LX3431
 LX3431.The dynamic height is computed by dividing the NAVD 88
 LX3431.geopotential number by the normal gravity value computed on the
 LX3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3431.degrees latitude (g = 980.6199 gals.).
 LX3431
 LX3431.The modeled gravity was interpolated from observed gravity values.
 LX3431
 LX3431;                    North         East    Units  Estimated Accuracy
 LX3431;SPC CT       -   214,010.      365,230.      MT  (+/- 180 meters Scaled)
 LX3431
 LX3431                          SUPERSEDED SURVEY CONTROL
 LX3431
 LX3431.No superseded survey control is available for this station.
 LX3431
 LX3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL485858(NAD 83)
 LX3431_MARKER: DB = BENCH MARK DISK
 LX3431_SETTING: 66 = SET IN ROCK OUTCROP
 LX3431_SP_SET: ROCK OUTCROP
 LX3431_STAMPING: B 97 1986
 LX3431_MARK LOGO: NGS   
 LX3431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3431+STABILITY: POSITION/ELEVATION WELL
 LX3431
 LX3431  HISTORY     - Date     Condition        Report By
 LX3431  HISTORY     - 1986     MONUMENTED       NGS
 LX3431  HISTORY     - 1989     GOOD             USPSQD
 LX3431  HISTORY     - 19901014 GOOD             USPSQD
 LX3431
 LX3431                          STATION DESCRIPTION
 LX3431
 LX3431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3431'0.4 KM (0.25 MI) NORTH FROM CENTER GROTON.
 LX3431'0.4 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION
 LX3431'OF STATE HIGHWAY 184 IN CENTER GROTON TO THE MARK ON THE LEFT IN THE
 LX3431'DAVID FARQUHAR MEMORIAL PARK IN EXPOSED ROCK OUTCROP JUST SOUTH OF THE
 LX3431'JUNCTION OF GALES FERRY ROAD.  IT IS 21.79 METERS (71.5 FT) NORTHWEST
 LX3431'OF THE CENTERLINE OF THE HIGHWAY, 37.06 METERS (121.6 FT)
 LX3431'SOUTH-SOUTHWEST OF THE CENTERLINE OF GALES FERRY ROAD, 17.89 METERS
 LX3431'(58.7 FT) SOUTH-SOUTHWEST OF THE CENTER OF A THREE BOARD SIGN--DAVID
 LX3431'FARQUHAR MEMORIAL PARK TOWN OF GROTON, 5.36 METERS (17.6 FT)
 LX3431'NORTH-NORTHWEST OF THE CENTER OF A CONCRETE WALKWAY LEADING FROM
 LX3431'SIDEWALK INTO PARK AND 4.57 METERS (15.0 FT) SOUTHWEST OF A 4-INCH
 LX3431'MAPLE TREE.
 LX3431'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LX3431
 LX3431                          STATION RECOVERY (1989)
 LX3431
 LX3431'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3431'RECOVERED IN GOOD CONDITION.
 LX3431
 LX3431                          STATION RECOVERY (1990)
 LX3431
 LX3431'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3587 ***********************************************************************
 LW3587  DESIGNATION -  B1591
 LW3587  PID         -  LW3587
 LW3587  STATE/COUNTY-  CT/NEW LONDON
 LW3587  USGS QUAD   -  JEWETT CITY (1984)
 LW3587
 LW3587                         *CURRENT SURVEY CONTROL
 LW3587  ___________________________________________________________________
 LW3587* NAD 83(1996)-  41 36 58.77199(N)    071 56 42.86009(W)     ADJUSTED  
 LW3587* NAVD 88     -        62.7    (meters)     206.     (feet)  VERTCON   
 LW3587  ___________________________________________________________________
 LW3587  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LW3587  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW3587
 LW3587  HORZ ORDER  -  SECOND
 LW3587
 LW3587.The horizontal coordinates were established by classical geodetic methods
 LW3587.and adjusted by the National Geodetic Survey in August 1998..
 LW3587
 LW3587.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3587
 LW3587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3587
 LW3587.The geoid height was determined by GEOID03.
 LW3587
 LW3587;                    North         East     Units Scale Factor Converg.
 LW3587;SPC CT       -   239,670.847   371,872.665   MT  0.99998418   +0 32 01.0
 LW3587;SPC CT       -   786,320.10  1,220,052.24   sFT  0.99998418   +0 32 01.0
 LW3587;SPC RI       -    59,289.866    62,891.045   MT  1.00001069   -0 17 44.5
 LW3587;SPC RI       -   194,520.17    206,335.04   sFT  1.00001069   -0 17 44.5
 LW3587;UTM  19      - 4,611,369.437   254,609.669   MT  1.00034109   -1 57 25.3
 LW3587;UTM  18      - 4,611,687.084   754,516.471   MT  1.00039724   +2 01 47.5
 LW3587
 LW3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3587!SPC CT       -   0.99999490  x   0.99998418  =   0.99997908
 LW3587!SPC RI       -   0.99999490  x   1.00001069  =   1.00000559
 LW3587!UTM  19      -   0.99999490  x   1.00034109  =   1.00033599
 LW3587!UTM  18      -   0.99999490  x   1.00039724  =   1.00039214
 LW3587
 LW3587:                Primary Azimuth Mark                     Grid Az
 LW3587:SPC CT       -  B1592                                    009 45 22.6
 LW3587:SPC RI       -  B1592                                    010 35 08.1
 LW3587:UTM  19      -  B1592                                    012 14 48.9
 LW3587:UTM  18      -  B1592                                    008 15 36.1
 LW3587
 LW3587|---------------------------------------------------------------------|
 LW3587| PID    Reference Object                     Distance      Geod. Az  |
 LW3587|                                                           dddmmss.s |
 LW3587| CB7067 B1592                                              0101723.6 |
 LW3587| CB7064 B1591 RM 1                           12.762 METERS 08127     |
 LW3587| CB7065 B1591 RM 2                           13.728 METERS 11236     |
 LW3587| LW3586 B1591 CTGS 1975 RP 1                 23.454 METERS 15121     |
 LW3587| CB7066 B1591 RM 3                           33.607 METERS 18107     |
 LW3587| CB7063 B1589X                                             1893144.8 |
 LW3587|---------------------------------------------------------------------|
 LW3587
 LW3587                          SUPERSEDED SURVEY CONTROL
 LW3587
 LW3587  NAD 83(1992)-  41 36 58.77099(N)    071 56 42.85947(W) AD(       ) 2
 LW3587  NAD 83(1986)-  41 36 58.77114(N)    071 56 42.86033(W) AD(       ) 2
 LW3587  NAD 27      -  41 36 58.41557(N)    071 56 44.59159(W) AD(       ) 2
 LW3587  NGVD 29 (07/19/86)   63.0    (m)          207.     (f) VERT ANG       
 LW3587
 LW3587.Superseded values are not recommended for survey control.
 LW3587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3587.See file dsdata.txt to determine how the superseded data were derived.
 LW3587
 LW3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5461011369(NAD 83)
 LW3587_MARKER: DD = SURVEY DISK
 LW3587_SETTING: 0 = UNSPECIFIED SETTING
 LW3587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3587
 LW3587  HISTORY     - Date     Condition        Report By
 LW3587  HISTORY     - 1975     MONUMENTED       CTGS
 LW3587
 LW3587                          STATION DESCRIPTION
 LW3587
 LW3587'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LW3587'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF THE JUNCTION
 LW3587'OF CONNECTICUT ROUTES 164 AND 165 IN PRESTON, 3-1/4 MILES
 LW3587'NORTHWEST OF THE JUNCTION OF CONNECTICUT ROUTES 138 AND 201
 LW3587'AND 2 MILES NORTHEAST OF THE JUNCTION OF CONNECTICUT ROUTES 201
 LW3587'AND 12 IN JEWETT CITY.
 LW3587'
 LW3587'TO REACH THE STATION FROM THE INTERSECTION OF CONNECTICUT
 LW3587'ROUTE 52 NORTHBOUND LANE, AND CONNECTICUT ROUTE 201,
 LW3587'(EXIT 86), GO NORTHERLY ON THE NORTHBOUND LANE OF CONNECTICUT
 LW3587'ROUTE 52 FOR ABOUT 750 FEET TO THE STATION ON THE RIGHT WHERE
 LW3587'THE EDGE OF THE ON-RAMP MEETS THE EDGE OF CONNECTICUT ROUTE
 LW3587'52 NORTHBOUND LANE.
 LW3587'
 LW3587'THE STATION MARK IS A CONNECTICUT GEODETIC SURVEY BRASS
 LW3587'DISK, STAMPED B1591, SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48
 LW3587'INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS 2 INCHES BELOW
 LW3587'THE SURFACE OF THE GROUND.  IT IS 23.5 FEET EAST OF THE CENTERLINE
 LW3587'OF THE NORTHBOUND LANE OF CONNECTICUT ROUTE 52, 19.6 FEET WEST OF
 LW3587'THE CENTERLINE OF AN ON-RAMP COMING FROM CONNECTICUT ROUTE 201,
 LW3587'6.5 FEET SOUTH OF THE CENTER OF THE CURVE OF A BITUMINOUS
 LW3587'CONCRETE CURB, 1.2 FEET EAST OF A BITUMINOUS CONCRETE CURB ON THE
 LW3587'EAST SIDE OF THE CONNECTICUT ROUTE 52 NORTHBOUND LANE AND 62.3
 LW3587'FEET SOUTHWEST OF THE NORTH END OF A STONE WALL RUNNING SOUTHERLY.
 LW3587'
 LW3587'REFERENCE MARK 1 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LW3587'BRASS BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN A 1
 LW3587'FOOT BY 2 FOOT BOULDER.  IT IS 24.1 FEET EAST OF THE CENTERLINE
 LW3587'OF AN ON-RAMP COMING FROM CONNECTICUT ROUTE 201, 39.3 FEET
 LW3587'NORTHEAST OF THE CENTER OF THE CURVE OF A BITUMINOUS CONCRETE
 LW3587'CURB WHERE THE WEST EDGE OF THE ON-RAMP MEETS THE EAST EDGE
 LW3587'OF THE NORTHBOUND LANE OF CONNECTICUT ROUTE 52, 9.4 FEET
 LW3587'EAST OF THE BITUMINOUS CONCRETE CURB ON THE EAST SIDE OF THE
 LW3587'ON-RAMP AND 24.7 FEET NORTHWEST OF THE NORTH END OF A STONE
 LW3587'WALL RUNNING SOUTHERLY.  IT PROJECTS 6 INCHES ABOVE THE SURFACE
 LW3587'OF THE GROUND.
 LW3587'
 LW3587'REFERENCE MARK 2 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A BRASS
 LW3587'BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN A 1 FOOT BY
 LW3587'3 FOOT BOULDER.  IT IS 23.3 FEET EAST OF THE CENTERLINE
 LW3587'OF AN ON-RAMP COMING FROM CONNECTICUT ROUTE 201, 45.8 FEET
 LW3587'SOUTHEAST OF THE CENTER OF THE CURVE OF A BITUMINOUS
 LW3587'CONCRETE CURB WHERE THE WEST EDGE OF THE ON-RAMP MEETS THE
 LW3587'EAST EDGE OF THE NORTHBOUND LANE OF CONNECTICUT ROUTE 52,
 LW3587'10.2 FEET EAST OF THE BITUMINOUS CONCRETE CURB ON THE EAST
 LW3587'SIDE OF THE ON-RAMP AND 23 FEET WEST OF THE NORTH END OF A
 LW3587'STONE WALL RUNNING SOUTHERLY.  IT PROJECTS 2 INCHES ABOVE
 LW3587'THE GROUND.
 LW3587'
 LW3587'REFERENCE MARK 3 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A BRASS
 LW3587'BOLT, THE SHAFT SET IN A 1/4 INCH DRILL HOLE IN THE NORTHEAST
 LW3587'CORNER OF A CATCH BASIN, IT IS 40 FEET EAST OF THE CENTERLINE OF
 LW3587'THE NORTHBOUND LANE, 25 FEET WEST OF THE CENTERLINE OF AN
 LW3587'ON-RAMP COMING FROM CONNECTICUT ROUTE 201 AND 116.5 FEET
 LW3587'SOUTH OF THE CENTER OF THE CURVE OF A BITUMINOUS CONCRETE
 LW3587'CURB WHERE THE WEST EDGE OF THE ON-RAMP MEETS THE EAST
 LW3587'EDGE OF THE NORTHBOUND LAND OF CONNECTICUT ROUTE 52.
 LW3587'
 LW3587'REFERENCE POINT1(A POINT) IS A PUNCH MARK IN THE TOP OF A
 LW3587'STEEL PIN ONE INCH IN DIAMETER AND 30 INCHES LONG.  THE TOP SET
 LW3587'FLUSH WITH THE GROUND.  IT IS 16.5 FEET EAST OF THE CENTERLINE OF
 LW3587'AN ON-RAMP COMING FROM CONNECTICUT ROUTE 201, 2.6 FEET EAST OF A
 LW3587'BITUMINOUS CONCRETE CURB ON THE EAST SIDE OF THE ON-RAMP, 54.6
 LW3587'FEET WEST OF THE SOUTHERLY END OF A STONE WALLRUNNING NORTHERLY
 LW3587'WHERE IT INTERSECTS A HIGHWAY FENCE AND 65.5 FEET SOUTHWEST OF
 LW3587'THE NORTH END OF A STONE WALL RUNNING SOUTHERLY.
 LW3587'
 LW3587'B1589X (C.H.D. BASE LINE) (AZIMUTH MARK) IS A CONNECTICUT
 LW3587'HIGHWAY DEPARTMENT BASE LINE BRONZE DISK, STAMPED B1589X,
 LW3587'SET IN THE TOP OF A 4 INCH BY 4 INCH BY 48 INCHES LONG REINFORCED
 LW3587'CONCRETE POST.  THE TOP IS FLUSH WITH THE GROUND.  IT IS ABOUT
 LW3587'1,371 FEET SOUTHERLY OF THE STATION, 26.3 FEET EAST OF THE
 LW3587'CENTERLINE OF THE NORTHBOUND LANE OF CONNECTICUT ROUTE 52, 32.6
 LW3587'FEET NORTHWEST OF THE CENTERLINE OF AN OFF-RAMP TO CONNECTICUT
 LW3587'ROUTE 201, 11.2 FEET SOUTH OF THE SOUTHERLY END OF A HIGHWAY
 LW3587'GUARD RAIL RUNNING NORTHERLY ALONG CONNECTICUT ROUTE 52 AND
 LW3587'48.8 FEET NORTHERLY OF THE CENTER OF A CURVE OF A GRANITE
 LW3587'CURBING WHERE THE WEST EDGE OF THE OFF-RAMP LEAVES THE EAST EDGE
 LW3587'OF THE NORTHBOUND LANE.
 LW3587'
 LW3587'B1592 (D.O.T BASE LINE) (AZIMUTH MARK) IS A PUNCH MARK IN THE
 LW3587'TOP OF A BRASS DISK, STAMPED D.O.T. BASE LINE B1592, SET
 LW3587'FLUSH IN THE CENTER OF THE SOUTHERLY END OF A CATCH BASIN.  THE
 LW3587'STATION IS A DEPARTMENT OF TRANSPORTATION BASE LINE
 LW3587'MONUMENT.  IT IS ABOUT 613 FEET NORTHERLY OF THE STATION,
 LW3587'61.1 FEET NORTHEAST OF A 5/8 INCH DRILL HOLE IN THE CENTER
 LW3587'OF THE NORTHERLY END OF A CATCH BASIN IN THE MEDIAN BETWEEN
 LW3587'THE NORTHBOUND AND SOUTHBOUND LANES OF CONNECTICUT ROUTE 52,
 LW3587'30.6 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 LW3587'OF CONNECTICUT ROUTE 52, 1 FOOT WEST OF THE BITUMINOUS
 LW3587'CONCRETE CURB ON THE EAST SIDE OF CONNECTICUT ROUTE 52 AND
 LW3587'57 FEET NORTHWEST OF AN 18 INCH MAPLE TREE AT THE EDGE OF
 LW3587'THE WOODS LINE ON THE EAST SIDE OF THE CONNECTICUT ROUTE
 LW3587'52 NORTHBOUND LANE.
 LW3587'
 LW3587'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3681 ***********************************************************************
 LW3681  DESIGNATION -  B1875
 LW3681  PID         -  LW3681
 LW3681  STATE/COUNTY-  CT/WINDHAM
 LW3681  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3681
 LW3681                         *CURRENT SURVEY CONTROL
 LW3681  ___________________________________________________________________
 LW3681* NAD 83(1996)-  41 48 27.32409(N)    071 52 20.75626(W)     ADJUSTED  
 LW3681* NAVD 88     -       107.7    (meters)     353.     (feet)  VERTCON   
 LW3681  ___________________________________________________________________
 LW3681  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LW3681  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW3681
 LW3681  HORZ ORDER  -  SECOND
 LW3681
 LW3681.The horizontal coordinates were established by classical geodetic methods
 LW3681.and adjusted by the National Geodetic Survey in August 1998..
 LW3681
 LW3681.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3681
 LW3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3681
 LW3681.The geoid height was determined by GEOID03.
 LW3681
 LW3681;                    North         East     Units Scale Factor Converg.
 LW3681;SPC CT       -   260,971.878   377,724.730   MT  0.99999455   +0 34 54.8
 LW3681;SPC CT       -   856,205.24  1,239,251.89   sFT  0.99999455   +0 34 54.8
 LW3681;SPC RI       -    80,504.332    69,051.090   MT  1.00000553   -0 14 53.8
 LW3681;SPC RI       -   264,121.30    226,545.12   sFT  1.00000553   -0 14 53.8
 LW3681;UTM  19      - 4,632,402.609   261,385.411   MT  1.00030069   -1 54 56.7
 LW3681
 LW3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3681!SPC CT       -   0.99998780  x   0.99999455  =   0.99998235
 LW3681!SPC RI       -   0.99998780  x   1.00000553  =   0.99999333
 LW3681!UTM  19      -   0.99998780  x   1.00030069  =   1.00028848
 LW3681
 LW3681|---------------------------------------------------------------------|
 LW3681| PID    Reference Object                     Distance      Geod. Az  |
 LW3681|                                                           dddmmss.s |
 LW3681| LW3680 ALLEN                               238.094 METERS 00848     |
 LW3681| CB7073 B1875 RM 1                            5.096 METERS 01813     |
 LW3681| CB7074 B1875 RM 2                            6.425 METERS 12838     |
 LW3681| CB7075 B1875 RM 3                            7.996 METERS 17528     |
 LW3681| LW3696 DANIELSON WESTFIELD CONG CH         APPROX. 0.8 KM 2630520.4 |
 LW3681| LW1752 GOODYEAR                            APPROX. 3.0 KM 3115430.9 |
 LW3681| LW3699 DANIELSON WINCHESTER CORP TANK      APPROX. 1.5 KM 3172833.2 |
 LW3681|---------------------------------------------------------------------|
 LW3681
 LW3681                          SUPERSEDED SURVEY CONTROL
 LW3681
 LW3681  NAD 83(1996)-  41 48 27.32365(N)    071 52 20.75594(W) AD(       ) 2
 LW3681  NAD 83(1992)-  41 48 27.32325(N)    071 52 20.75565(W) AD(       ) 2
 LW3681  NAD 83(1992)-  41 48 27.32323(N)    071 52 20.75605(W) AD(       ) 2
 LW3681  NAD 83(1986)-  41 48 27.32382(N)    071 52 20.75538(W) AD(       ) 2
 LW3681  NAD 27      -  41 48 26.96839(N)    071 52 22.50193(W) AD(       ) 2
 LW3681  NGVD 29 (07/19/86)  107.9    (m)          354.     (f) VERT ANG       
 LW3681
 LW3681.Superseded values are not recommended for survey control.
 LW3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3681.See file dsdata.txt to determine how the superseded data were derived.
 LW3681
 LW3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6138532403(NAD 83)
 LW3681_MARKER: Z = SEE DESCRIPTION
 LW3681_SETTING: 0 = UNSPECIFIED SETTING
 LW3681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3681
 LW3681  HISTORY     - Date     Condition        Report By
 LW3681  HISTORY     - 1976     MONUMENTED       CTDT
 LW3681
 LW3681                          STATION DESCRIPTION
 LW3681
 LW3681'DESCRIBED BY CT DEPT OF TRANSP 1976 (RJ)
 LW3681'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE CONNECTICUT - RHODE
 LW3681'ISLAND STATE LINE, 2-1/2 MILES SOUTH OF THE CENTER OF KILLINGLY,
 LW3681'AND 3/4 MILE EAST OF THE CENTER OF DANIELSON.
 LW3681'
 LW3681'TO REACH THE STATION FROM KILLINGLY AT THE INTERSECTION OF
 LW3681'U.S. HIGHWAY 6 (DANIELSON PIKE) AND CONNECTICUT ROUTE 52
 LW3681'(DANIELSON CONNECTOR), GO NORTHERLY ON CONNECTICUT ROUTE 52
 LW3681'(NORTHBOUND) FOR 1.05 MILES TO THE STATION ON THE RIGHT, (EAST).
 LW3681'
 LW3681'THE STATION MARK IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT OF
 LW3681'TRANSPORTATION BASE LINE BRONZE DISK, STAMPED B-1875, SET IN THE
 LW3681'TOP OF A REINFORCED CONCRETE POST.  THE TOP OF THE MONUMENT IS 3
 LW3681'INCHES BELOW THE SURFACE OF THE PAVEMENT OF THE ROAD.  IT IS 26
 LW3681'FEET NORTH OF THE CENTER LINE OF A CATCH BASIN, 18 FEET EAST OF
 LW3681'THE CENTER LINE OF CONNECTICUT ROUTE 52 (NORTHBOUND), AND 5.3
 LW3681'FEET WEST OF A WIRE ROPE RAIL.
 LW3681'
 LW3681'REFERENCE MARK 1 IS A DRILL HOLE IN A RAILROAD SPIKE IN THE
 LW3681'BITUMINOUS SHOULDER OF CONNECTICUT ROUTE 52 (NORTHBOUND).  THE
 LW3681'RAILROAD SPIKE IS FLUSH WITH THE SURFACE OF THE PAVEMENT.  IT IS
 LW3681'42 FEET NORTH OF THE CENTER LINE OF A CATCH BASIN, 31.2 FEET
 LW3681'NORTHWEST OF A 10 INCH PINE TREE, 21 FEET EAST OF THE CENTER LINE
 LW3681'OF CONNECTICUT ROUTE 52 (NORTHBOUND), AND 2 FEET WEST OF A WIRE
 LW3681'ROPE RAIL.
 LW3681'
 LW3681'REFERENCE MARK 2 IS A DRILL HOLE IN A RAILROAD SPIKE IN A 10
 LW3681'INCH PINE TREE, SET 5 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS
 LW3681'36 FEET EAST OF THE CENTER LINE OF CONNECTICUT ROUTE 52
 LW3681'(NORTHBOUND), 20.5 FEET NORTHEAST OF THE CENTER LINE OF A CATCH
 LW3681'BASIN, AND 12.5 FEET EAST OF A WIRE ROPE RAIL.
 LW3681'
 LW3681'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LW3681'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN THE TOP CENTER
 LW3681'OF A CONCRETE CATCH BASIN.  IT IS 23 FEET EAST OF THE CENTER LINE
 LW3681'OF CONNECTICUT ROUTE 52 (NORTHBOUND) AND 19.1 FEET SOUTHWEST OF
 LW3681'A 10 INCH PINE TREE.
 LW3681'
 LW3681'ALLEN 1974 (NGS) (AZIMUTH MARK) IS A NATIONAL GEODETIC SURVEY
 LW3681'BRASS DISK, STAMPED ALLEN 1974, SET IN A ROUND CONCRETE POST
 LW3681'FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET
 LW3681'IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE
 LW3681'GROUND SURFACE.  THE MARK IS 0.15 MILE NORTHERLY OF THE STATION
 LW3681'ALONG CONNECTICUT ROUTE 52, 94.5 FEET NORTH-NORTHEAST OF THE
 LW3681'NORTH CORNER OF THE NORTHBOUND LANE OVERPASS, 48 FEET
 LW3681'EAST-SOUTHEAST OF THE CENTER LINE OF THE SOUTHBOUND LANE, 21 FEET
 LW3681'WEST-NORTHWEST OF THE CENTER LINE OF THE NORTHBOUND
 LW3681'LANE, 7.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3681'
 LW3681'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0463 ***********************************************************************
 LX0463  DESIGNATION -  B193
 LX0463  PID         -  LX0463
 LX0463  STATE/COUNTY-  CT/NEW HAVEN
 LX0463  USGS QUAD   -  CLINTON (1984)
 LX0463
 LX0463                         *CURRENT SURVEY CONTROL
 LX0463  ___________________________________________________________________
 LX0463* NAD 83(1996)-  41 16 28.55117(N)    072 32 59.59984(W)     ADJUSTED  
 LX0463* NAVD 88     -         4.310  (meters)      14.14   (feet)  ADJUSTED  
 LX0463  ___________________________________________________________________
 LX0463  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX0463  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX0463  DYNAMIC HT  -           4.308 (meters)      14.13  (feet)  COMP
 LX0463  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 LX0463
 LX0463  HORZ ORDER  -  SECOND
 LX0463  VERT ORDER  -  FIRST     CLASS I
 LX0463
 LX0463.The horizontal coordinates were established by classical geodetic methods
 LX0463.and adjusted by the National Geodetic Survey in August 1998..
 LX0463
 LX0463.The orthometric height was determined by differential leveling
 LX0463.and adjusted by the National Geodetic Survey in June 1991..
 LX0463
 LX0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0463
 LX0463.The geoid height was determined by GEOID03.
 LX0463
 LX0463.The dynamic height is computed by dividing the NAVD 88
 LX0463.geopotential number by the normal gravity value computed on the
 LX0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0463.degrees latitude (g = 980.6199 gals.).
 LX0463
 LX0463.The modeled gravity was interpolated from observed gravity values.
 LX0463
 LX0463;                    North         East     Units Scale Factor Converg.
 LX0463;SPC CT       -   201,425.295   321,566.802   MT  0.99999331   +0 07 57.7
 LX0463;SPC CT       -   660,842.82  1,055,007.08   sFT  0.99999331   +0 07 57.7
 LX0463;UTM  18      - 4,572,136.045   705,208.763   MT  1.00011828   +1 37 00.6
 LX0463
 LX0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0463!SPC CT       -   1.00000407  x   0.99999331  =   0.99999738
 LX0463!UTM  18      -   1.00000407  x   1.00011828  =   1.00012235
 LX0463
 LX0463                          SUPERSEDED SURVEY CONTROL
 LX0463
 LX0463  NAD 83(1992)-  41 16 28.55025(N)    072 32 59.59961(W) AD(       ) 2
 LX0463  NAD 83(1986)-  41 16 28.55236(N)    072 32 59.60257(W) AD(       ) 2
 LX0463  NAD 27      -  41 16 28.19933(N)    072 33 01.27502(W) AD(       ) 2
 LX0463  NGVD 29 (02/23/89)    4.64   (m)           15.2    (f) LEVELING    3  
 LX0463
 LX0463.Superseded values are not recommended for survey control.
 LX0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0463.See file dsdata.txt to determine how the superseded data were derived.
 LX0463
 LX0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0520972136(NAD 83)
 LX0463_MARKER: DD = SURVEY DISK
 LX0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX0463_STAMPING: B 193
 LX0463_MARK LOGO: CTDT  
 LX0463_MAGNETIC: I = MARKER IS A STEEL ROD
 LX0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0463+STABILITY: SURFACE MOTION
 LX0463
 LX0463  HISTORY     - Date     Condition        Report By
 LX0463  HISTORY     - 1985     MONUMENTED       NGS
 LX0463  HISTORY     - 1965     GOOD             NGS
 LX0463  HISTORY     - 1985     GOOD             NGS
 LX0463
 LX0463                          STATION DESCRIPTION
 LX0463
 LX0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX0463'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI)
 LX0463'WEST OF MADISON, 2.9 KM (1.8 MI) NORTH OF HAMMONASSET POINT AND 1.8
 LX0463'KM (1.1 MI) SOUTHWEST OF CLINTON.
 LX0463'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 LX0463'EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24
 LX0463'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX0463'
 LX0463'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WEST ON
 LX0463'U.S. HIGHWAY 1 (BOSTON POST ROAD) FOR 2.1 KM (1.3 MI) TO THE
 LX0463'ENTRANCE ROAD TO GRISWOLD AIRPORT AND THE STATION ON THE LEFT.
 LX0463'
 LX0463'THE STATION IS A STANDARD CHD DISK
 LX0463'STAMPED---B 193---,
 LX0463'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LX0463'13 CM ON SIDE RECESSED 13 CM BELOW GROUND.  LOCATED
 LX0463'14.0 METERS (46.0 FT) WEST FROM THE CENTER OF THE EAST ENTRANCE
 LX0463'ROAD,
 LX0463'9.4 METERS (30.7 FT) NORTH FROM A METAL AIRPORT SIGN,
 LX0463'7.8 METERS (25.5 FT) NORTHEAST FROM A POWERLINE POLE WITH NUMBER
 LX0463'629 AND
 LX0463'6.4 METERS (21.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF U.S.
 LX0463'HIGHWAY 1.
 LX0463'
 LX0463'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 LX0463'
 LX0463'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED FOR THIS STATION.
 LX0463'STATIONS GRISWALD OR 5075 CTGS WILL SERVE AS AN AZIMUTH.
 LX0463'
 LX0463'AN EDM TIE WAS MADE TO STATIONS GRISWALD AND 5075 CTGS.
 LX0463'
 LX0463'DESCRIBED BY D. W. SMITH.
 LX0463
 LX0463                          STATION RECOVERY (1965)
 LX0463
 LX0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0463'2.4 MI E FROM MADISON.
 LX0463'2.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0463'MADISON, IN A DIAMOND FORMED BY THE DRIVES LEADING TO THE
 LX0463'GRISWOLD AIRPORT, 22 FEET SOUTH OF THE CENTER LINE OF THE
 LX0463'HIGHWAY, 32 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE EAST
 LX0463'LEG OF AIRPORT DRIVE, 51 1/2 FEET NORTHEAST OF THE CENTER LINE
 LX0463'OF WEST LEG, 26 1/2 FEET NORTHEAST OF THE WEST ONE OF TWO POWER
 LX0463'LINE POLES, 6.5 FEET WEST OF BENCH MARK 144 (CGS) DESCRIBED,
 LX0463'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LX0463'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LX0463
 LX0463                          STATION RECOVERY (1985)
 LX0463
 LX0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0463'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE STATION IS
 LX0463'LOCATED ABOUT 3.9 KM (2.4 MI) WEST OF MADISON, 2.9 KM (1.8 MI) NORTH
 LX0463'OF HAMMONASSET POINT AND 1.8 KM (1.1 MI) SOUTHWEST OF CLINTON.  TO
 LX0463'REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WEST ON U.S.
 LX0463'HIGHWAY 1 (BOSTON POST ROAD) FOR 2.1 KM (1.3 MI) TO THE ENTRANCE ROAD
 LX0463'TO GRISWOLD AIRPORT AND THE STATION ON THE LEFT.  SET INTO THE TOP OF
 LX0463'A SQUARE CONCRETE MONUMENT 13 CM ON SIDE RECESSED 13 CM BELOW GROUND.
 LX0463'LOCATED 14.0 METERS (46.0 FT) WEST FROM THE CENTER OF THE EAST
 LX0463'ENTRANCE ROAD, 9.4 METERS (30.7 FT) NORTH FROM A METAL AIRPORT SIGN,
 LX0463'7.8 METERS (25.5 FT) NORTHEAST FROM A POWERLINE POLE WITH NUMBER 629
 LX0463'AND 6.4 METERS (21.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF U.S.
 LX0463'HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3679 ***********************************************************************
 LW3679  DESIGNATION -  B2331
 LW3679  PID         -  LW3679
 LW3679  STATE/COUNTY-  CT/WINDHAM
 LW3679  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3679
 LW3679                         *CURRENT SURVEY CONTROL
 LW3679  ___________________________________________________________________
 LW3679* NAD 83(1996)-  41 48 40.67954(N)    071 52 16.66923(W)     ADJUSTED  
 LW3679* NAVD 88     -       116.3    (meters)     382.     (feet)  VERTCON   
 LW3679  ___________________________________________________________________
 LW3679  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LW3679  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW3679
 LW3679  HORZ ORDER  -  SECOND
 LW3679
 LW3679.The horizontal coordinates were established by classical geodetic methods
 LW3679.and adjusted by the National Geodetic Survey in August 1998..
 LW3679
 LW3679.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3679
 LW3679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3679
 LW3679.The geoid height was determined by GEOID03.
 LW3679
 LW3679;                    North         East     Units Scale Factor Converg.
 LW3679;SPC CT       -   261,384.864   377,814.876   MT  0.99999486   +0 34 57.5
 LW3679;SPC CT       -   857,560.17  1,239,547.64   sFT  0.99999486   +0 34 57.5
 LW3679;SPC RI       -    80,915.974    69,147.212   MT  1.00000546   -0 14 51.1
 LW3679;SPC RI       -   265,471.82    226,860.48   sFT  1.00000546   -0 14 51.1
 LW3679;UTM  19      - 4,632,811.400   261,493.502   MT  1.00030006   -1 54 54.5
 LW3679
 LW3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3679!SPC CT       -   0.99998645  x   0.99999486  =   0.99998131
 LW3679!SPC RI       -   0.99998645  x   1.00000546  =   0.99999191
 LW3679!UTM  19      -   0.99998645  x   1.00030006  =   1.00028650
 LW3679
 LW3679|---------------------------------------------------------------------|
 LW3679| PID    Reference Object                     Distance      Geod. Az  |
 LW3679|                                                           dddmmss.s |
 LW3679| CB7080 B2331 RM 1                           12.346 METERS 04222     |
 LW3679| LW3678 B2331 CTDT 1976 A PT                 11.753 METERS 14445     |
 LW3679| CB7081 B2331 RM 2                           33.758 METERS 18902     |
 LW3679| LW3680 ALLEN                               186.003 METERS 19808     |
 LW3679| CB7082 B2331 RM 3                            4.059 METERS 24653     |
 LW3679|---------------------------------------------------------------------|
 LW3679
 LW3679                          SUPERSEDED SURVEY CONTROL
 LW3679
 LW3679  NAD 83(1996)-  41 48 40.67911(N)    071 52 16.66892(W) AD(       ) 2
 LW3679  NAD 83(1992)-  41 48 40.67871(N)    071 52 16.66861(W) AD(       ) 2
 LW3679  NAD 83(1992)-  41 48 40.67869(N)    071 52 16.66901(W) AD(       ) 2
 LW3679  NAD 83(1986)-  41 48 40.67934(N)    071 52 16.66832(W) AD(       ) 2
 LW3679  NAD 27      -  41 48 40.32399(N)    071 52 18.41494(W) AD(       ) 2
 LW3679  NGVD 29 (07/19/86)  116.5    (m)          382.     (f) VERT ANG       
 LW3679
 LW3679.Superseded values are not recommended for survey control.
 LW3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3679.See file dsdata.txt to determine how the superseded data were derived.
 LW3679
 LW3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6149432811(NAD 83)
 LW3679_MARKER: Z = SEE DESCRIPTION
 LW3679_SETTING: 0 = UNSPECIFIED SETTING
 LW3679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3679
 LW3679  HISTORY     - Date     Condition        Report By
 LW3679  HISTORY     - 1976     MONUMENTED       CTDT
 LW3679
 LW3679                          STATION DESCRIPTION
 LW3679
 LW3679'DESCRIBED BY CT DEPT OF TRANSP 1976 (RJ)
 LW3679'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE CONNECTICUT -
 LW3679'RHODE ISLAND STATE LINE, 2-1/4 MILES SOUTH OF THE CENTER OF
 LW3679'KILLINGLY, AND 1 MILE NORTHEAST OF THE CENTER OF DANIELSON.
 LW3679'
 LW3679'TO REACH THE STATION FROM KILLINGLY AT THE INTERSECTION OF
 LW3679'U.S. HIGHWAY 6 (DANIELSON PIKE) AND CONNECTICUT ROUTE 52
 LW3679'(DANIELSON CONNECTOR) GO NORTHERLY ON CONNECTICUT ROUTE 52
 LW3679'(NORTHBOUND) FOR 1.30 MILES TO THE STATION ON THE RIGHT, (EAST).
 LW3679'
 LW3679'THE STATION MARK IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT
 LW3679'OF TRANSPORTATION BASE LINE BRONZE DISK, STAMPED B-2331, SET IN
 LW3679'THE TOP OF A REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND
 LW3679'48 INCHES LONG.  THE TOP OF THE MONUMENT IS 1 INCH BELOW THE
 LW3679'SURFACE OF THE GROUND.  IT IS 24 FEET EAST OF THE CENTER LINE OF
 LW3679'CONNECTICUT ROUTE 52 (NORTHBOUND) AND 15 FEET WEST OF THE CENTER
 LW3679'LINE OF THE RAMP LEADING TO CONNECTICUT ROUTE 52 (NORTHBOUND).
 LW3679'
 LW3679'REFERENCE MARK 1 IS A DRILL HOLE IN A RAILROAD SPIKE, ON THE
 LW3679'EAST SIDE OF THE ACCESS RAMP TO CONNECTICUT ROUTE 52
 LW3679'(NORTHBOUND).  THE TOP OF THE RAILROAD SPIKE IS SET FLUSH WITH
 LW3679'THE SURFACE OF THE PAVEMENT.  IT IS 43 FEET EAST OF THE CENTER
 LW3679'LINE OF CONNECTICUT ROUTE 52 (NORTHBOUND), 10 FEET EAST OF THE
 LW3679'CENTER LINE OF THE RAMP, AND 3.8 FEET WEST OF A WIRE ROPE
 LW3679'RAILING.
 LW3679'
 LW3679'REFERENCE MARK 2 IS A DRILL HOLE IN A RAILROAD SPIKE IN THE
 LW3679'NORTHERN END, IN THE CENTER, OF A BITUMINOUS DRAINAGE DITCH
 LW3679'THAT RUNS NORTH SOUTH BETWEEN CONNECTICUT ROUTE 52 (NORTHBOUND)
 LW3679'AND THE ACCESS RAMP TO THAT LANE.  IT IS 33 FEET EAST OF THE
 LW3679'CENTER LINE OF CONNECTICUT ROUTE 52 (NORTHBOUND) AND 23 FEET
 LW3679'WEST OF THE CENTER LINE OF THE ACCESS RAMP.
 LW3679'
 LW3679'REFERENCE MARK 3 IS A DRILL HOLE IN A RAILROAD SPIKE IN THE
 LW3679'EAST SHOULDER OF CONNECTICUT ROUTE 52 (NORTHBOUND).  IT IS 26
 LW3679'FEET WEST OF THE CENTER LINE OF THE ACCESS RAMP AND 14 FEET
 LW3679'EAST OF THE CENTER LINE OF CONNECTICUT ROUTE 52 (NORTHBOUND).  THE
 LW3679'RAILROAD SPIKE IS FLUSH WITH THE SURFACE OF THE PAVEMENT.
 LW3679'
 LW3679'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5774 ***********************************************************************
 LX5774  DESIGNATION -  B3646
 LX5774  PID         -  LX5774
 LX5774  STATE/COUNTY-  CT/NEW LONDON
 LX5774  USGS QUAD   -  HAMBURG (1984)
 LX5774
 LX5774                         *CURRENT SURVEY CONTROL
 LX5774  ___________________________________________________________________
 LX5774* NAD 83(1996)-  41 28 28.51684(N)    072 17 39.68745(W)     ADJUSTED  
 LX5774* NAVD 88     -        71.0    (meters)     233.     (feet)  VERTCON   
 LX5774  ___________________________________________________________________
 LX5774  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LX5774  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX5774
 LX5774  HORZ ORDER  -  SECOND
 LX5774
 LX5774.The horizontal coordinates were established by classical geodetic methods
 LX5774.and adjusted by the National Geodetic Survey in August 1998..
 LX5774
 LX5774.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5774
 LX5774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5774
 LX5774.The geoid height was determined by GEOID03.
 LX5774
 LX5774;                    North         East     Units Scale Factor Converg.
 LX5774;SPC CT       -   223,717.115   342,859.073   MT  0.99998367   +0 18 07.6
 LX5774;SPC CT       -   733,978.57  1,124,863.48   sFT  0.99998367   +0 18 07.6
 LX5774;UTM  18      - 4,594,977.202   725,919.122   MT  1.00022816   +1 47 33.6
 LX5774
 LX5774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5774!SPC CT       -   0.99999359  x   0.99998367  =   0.99997726
 LX5774!UTM  18      -   0.99999359  x   1.00022816  =   1.00022175
 LX5774
 LX5774:                Primary Azimuth Mark                     Grid Az
 LX5774:SPC CT       -  4894                                     126 18 22.3
 LX5774:UTM  18      -  4894                                     124 48 56.3
 LX5774
 LX5774|---------------------------------------------------------------------|
 LX5774| PID    Reference Object                     Distance      Geod. Az  |
 LX5774|                                                           dddmmss.s |
 LX5774| LX5770 4894                                APPROX. 2.3 KM 1263629.9 |
 LX5774| CZ6984 B3646 RM 1                            1.298 METERS 20220     |
 LX5774| CZ6985 B3646 RM 2                            4.304 METERS 31159     |
 LX5774|---------------------------------------------------------------------|
 LX5774
 LX5774                          SUPERSEDED SURVEY CONTROL
 LX5774
 LX5774  NAD 83(1992)-  41 28 28.51596(N)    072 17 39.68702(W) AD(       ) 2
 LX5774  NAD 83(1986)-  41 28 28.51739(N)    072 17 39.68968(W) AD(       ) 2
 LX5774  NAD 27      -  41 28 28.16324(N)    072 17 41.39556(W) AD(       ) 2
 LX5774  NGVD 29 (07/19/86)   71.3    (m)          234.     (f) VERT ANG       
 LX5774
 LX5774.Superseded values are not recommended for survey control.
 LX5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5774.See file dsdata.txt to determine how the superseded data were derived.
 LX5774
 LX5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2591994977(NAD 83)
 LX5774_MARKER: Z = SEE DESCRIPTION
 LX5774_SETTING: 0 = UNSPECIFIED SETTING
 LX5774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5774
 LX5774  HISTORY     - Date     Condition        Report By
 LX5774  HISTORY     - 1975     MONUMENTED       CTDT
 LX5774  HISTORY     - 19991223 MARK NOT FOUND   USPSQD
 LX5774
 LX5774                          STATION DESCRIPTION
 LX5774
 LX5774'DESCRIBED BY CT DEPT OF TRANSP 1975 (TB)
 LX5774'THE STATION IS ABOUT 1-1/2 MILES WEST OF THE SALEM FOUR CORNERS,
 LX5774'1 MILE NORTHWEST OF THE CENTER OF MITCHELL POND, AND 3/4 OF A
 LX5774'MILE NORTHEAST OF CROWLEY CORNER.
 LX5774'
 LX5774'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 11 AND WITCH
 LX5774'MEADOW ROAD (EXIT 5) IN SALEM, GO SOUTHERLY ON ROUTE 11 FOR 1.9
 LX5774'MILES TO THE STATION ON THE RIGHT, WEST, SIDE OF THE ROAD.
 LX5774'
 LX5774'THE STATION MARK IS A C.H.D. BASELINE ALUMINUM ALLOY DISC,
 LX5774'STAMPED B3646.  IT IS SET IN THE TOP OF A 5 INCH BY 5 INCH BY 48
 LX5774'INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1 INCH BELOW
 LX5774'THE GROUND.  IT IS ABOUT 403 FEET NORTH OF A SIGN (ROUTE 82 NEXT
 LX5774'RIGHT) AND 34.8 FEET WEST OF THE SOUTHBOUND LANE CENTERLINE.
 LX5774'
 LX5774'REFERENCE MARK 1 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/2
 LX5774'INCH DRILL HOLE, IN A SMALL BOULDER FLUSH WITH THE GROUND.  IT
 LX5774'IS 401 FEET NORTH OF A SIGN (ROUTE 82 NEXT RIGHT) AND 38.0 FEET
 LX5774'WEST OF THE SOUTHBOUND LANE CENTERLINE.
 LX5774'
 LX5774'REFERENCE MARK 2 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/2
 LX5774'INCH DRILL HOLE, IN A SMALL BOULDER FLUSH WITH THE GROUND.  IT IS
 LX5774'418 FEET NORTH OF A SIGN (ROUTE 82 NEXT RIGHT) AND 37.0 FEET WEST
 LX5774'OF THE SOUTHBOUND CENTERLINE.
 LX5774'
 LX5774'4894 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC BRASS DISK,
 LX5774'STAMPED 4894.  IT IS SET IN A 75 FOOT HIGH LEDGE OUTCROP BETWEEN
 LX5774'TWO FUTURE LANES OFF CONNECTICUT ROUTE 11.  IT IS ABOUT 7,500
 LX5774'FEET SOUTH OF THE STATION B3646.
 LX5774'
 LX5774'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LX5774
 LX5774                          STATION RECOVERY (1999)
 LX5774
 LX5774'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5516 ***********************************************************************
 LX5516  DESIGNATION -  B468 2 4605
 LX5516  PID         -  LX5516
 LX5516  STATE/COUNTY-  CT/NEW LONDON
 LX5516  USGS QUAD   -  NIANTIC (1983)
 LX5516
 LX5516                         *CURRENT SURVEY CONTROL
 LX5516  ___________________________________________________________________
 LX5516* NAD 83(1996)-  41 21 44.30808(N)    072 12 28.75668(W)     ADJUSTED  
 LX5516* NAVD 88     -        29.4    (meters)      96.     (feet)  VERTCON   
 LX5516  ___________________________________________________________________
 LX5516  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LX5516  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX5516
 LX5516  HORZ ORDER  -  SECOND
 LX5516
 LX5516.The horizontal coordinates were established by classical geodetic methods
 LX5516.and adjusted by the National Geodetic Survey in August 1998..
 LX5516
 LX5516.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5516
 LX5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5516
 LX5516.The geoid height was determined by GEOID03.
 LX5516
 LX5516;                    North         East     Units Scale Factor Converg.
 LX5516;SPC CT       -   211,289.124   350,151.405   MT  0.99998759   +0 21 33.8
 LX5516;SPC CT       -   693,204.40  1,148,788.40   sFT  0.99998759   +0 21 33.8
 LX5516;UTM  18      - 4,582,739.603   733,533.844   MT  1.00027124   +1 50 45.0
 LX5516
 LX5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5516!SPC CT       -   1.00000017  x   0.99998759  =   0.99998776
 LX5516!UTM  18      -   1.00000017  x   1.00027124  =   1.00027141
 LX5516
 LX5516|---------------------------------------------------------------------|
 LX5516| PID    Reference Object                     Distance      Geod. Az  |
 LX5516|                                                           dddmmss.s |
 LX5516| CZ6990 B468 2 4605 RM 1                                   00559     |
 LX5516| CZ6991 B468 2 4605 RM 2                                   08325     |
 LX5516| LX5430 SPRUCE LEDGE                        APPROX. 3.0 KM 2043337.8 |
 LX5516| LX5518 B477 4606                           APPROX. 0.5 KM 2234145.1 |
 LX5516| CZ6992 B468 2 4605 RM 3                                   24921     |
 LX5516|---------------------------------------------------------------------|
 LX5516
 LX5516                          SUPERSEDED SURVEY CONTROL
 LX5516
 LX5516  NAD 83(1992)-  41 21 44.30701(N)    072 12 28.75609(W) AD(       ) 2
 LX5516  NAD 83(1986)-  41 21 44.30852(N)    072 12 28.75997(W) AD(       ) 2
 LX5516  NAD 27      -  41 21 43.95867(N)    072 12 30.48168(W) AD(       ) 2
 LX5516  NGVD 29 (07/19/86)   29.7    (m)           97.     (f) VERT ANG       
 LX5516
 LX5516.Superseded values are not recommended for survey control.
 LX5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5516.See file dsdata.txt to determine how the superseded data were derived.
 LX5516
 LX5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3353482740(NAD 83)
 LX5516_MARKER: Z = SEE DESCRIPTION
 LX5516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5516+STABILITY: SURFACE MOTION
 LX5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5516+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 LX5516
 LX5516  HISTORY     - Date     Condition        Report By
 LX5516  HISTORY     - 1975     MONUMENTED       CTDT
 LX5516  HISTORY     - 20030429 GOOD             USPSQD
 LX5516  HISTORY     - 20060406 GOOD             USPSQD
 LX5516
 LX5516                          STATION DESCRIPTION
 LX5516
 LX5516'DESCRIBED BY CT DEPT OF TRANSP 1975 (TB)
 LX5516'THE STATION IS ABOUT 1-1/2 MILES NORTH OF THE NORTH END OF
 LX5516'GROTON POND, 1-1/4 MILES SOUTHEAST OF THE CENTER OF PATAGUANSET
 LX5516'LAKE, AND 3/4 MILE WEST OF THE NIANTIC RIVER.
 LX5516'
 LX5516'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT 1-95
 LX5516'AND ROUTE 161 (FLANDERS ROAD) IN EAST LYME, TAKE 1-95
 LX5516'NORTHBOUND FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LX5516'
 LX5516'THE STATION MARK IS A C.H.D BASELINE MONUMENT, STAMPED
 LX5516'4605.  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48
 LX5516'INCHES LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1 INCH
 LX5516'BELOW THE GROUND.  IT IS 62.0 FEET NORTHEAST OF SOUTHERN
 LX5516'NEW ENGLAND TELEPHONE POLE 2325, 35.5 FEET SOUTH OF THE
 LX5516'NORTHBOUND LANE CENTERLINE AND 24.8 FEET NORTH OF THE CENTERLINE
 LX5516'OF THE SERVICE ROAD.
 LX5516'
 LX5516'REFERENCE MARK 1 IS A DRILL HOLE IN A BRASS BOLT, SET IN
 LX5516'A 1/4 INCH DRILL HOLE IN THE EDGE OF THE CONCRETE
 LX5516'PAVEMENT.  IT IS 23.9 FEET SOUTH OF THE NORTHBOUND LANE
 LX5516'CENTERLINE AND 34.7 FEET NORTH OF THE CENTERLINE OF THE
 LX5516'SERVICE ROAD.
 LX5516'
 LX5516'REFERENCE MARK 2 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX5516'1/4 INCH DRILL HOLE, IN THE CURB OF A CATCH BASIN.  IT IS
 LX5516'64.5 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LX5516'2325, AND 14.2 FEET SOUTH OF THE CENTERLINE OF THE SERVICE
 LX5516'ROAD.
 LX5516'
 LX5516'REFERENCE MARK 3 IS A DRILL HOLE IN A BRASS BOLT, SET
 LX5516'IN A 1/4 INCH DRILL HOLE IN THE EDGE OF THE CONCRETE
 LX5516'PAVEMENT.  IT IS 23.9 FEET SOUTH OF THE NORTHBOUND LANE
 LX5516'CENTERLINE AND 34.6 FEET NORTH OF THE CENTERLINE OF THE
 LX5516'SERVICE ROAD.
 LX5516'
 LX5516'4608 (CGS) IS A CGS BRASS DISC, STAMPED 4608, SET IN THE
 LX5516'TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED
 LX5516'CONCRETE POST.  THE TOP IS FLUSH WITH THE SURFACE OF THE
 LX5516'GROUND.  IT IS ABOUT 1,147 FEET SOUTHWEST OF THE STATION B468-2
 LX5516'(B.L.).
 LX5516'
 LX5516'B477(B.L ) IS A C.H.D BASELINE MONUMENT, STAMPED B477
 LX5516'(B.L.).  IT IS SET IN THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES
 LX5516'LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1 INCH BELOW
 LX5516'THE SURFACE OF THE GROUND.  IT IS ABOUT 105.0 FEET SOUTH OF
 LX5516'THE HIGHWAY FENCE, 21.9 FEET NORTH OF THE WESTBOUND LANE
 LX5516'CENTERLINE OF CONNECTICUT 1-95 AND ABOUT 1,646 FEET NORTH OF
 LX5516'THE STATION B468-2(B.L.).
 LX5516'
 LX5516'4607 (CGS) IS A CGS BRASS DISC, STAMPED 4607, SET IN A 1/2
 LX5516'INCH DRILL HOLE ON THE TOP OF A 20 FOOT HIGH LEDGE OUTCOP.  IT IS
 LX5516'ABOUT 3,554 FEET EAST OF THE STATION B468-2 (B.L.).
 LX5516
 LX5516                          STATION RECOVERY (2003)
 LX5516
 LX5516'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5516'RECOVERED IN GOOD CONDITION.
 LX5516
 LX5516                          STATION RECOVERY (2006)
 LX5516
 LX5516'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX5516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5518 ***********************************************************************
 LX5518  DESIGNATION -  B477 4606
 LX5518  PID         -  LX5518
 LX5518  STATE/COUNTY-  CT/NEW LONDON
 LX5518  USGS QUAD   -  NIANTIC (1983)
 LX5518
 LX5518                         *CURRENT SURVEY CONTROL
 LX5518  ___________________________________________________________________
 LX5518* NAD 83(1996)-  41 21 32.55519(N)    072 12 43.66102(W)     ADJUSTED  
 LX5518* NAVD 88     -        15.3    (meters)      50.     (feet)  VERTCON   
 LX5518  ___________________________________________________________________
 LX5518  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX5518  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5518
 LX5518  HORZ ORDER  -  SECOND
 LX5518
 LX5518.The horizontal coordinates were established by classical geodetic methods
 LX5518.and adjusted by the National Geodetic Survey in August 1998..
 LX5518
 LX5518.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5518
 LX5518.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5518
 LX5518.The geoid height was determined by GEOID03.
 LX5518
 LX5518;                    North         East     Units Scale Factor Converg.
 LX5518;SPC CT       -   210,924.391   349,807.260   MT  0.99998776   +0 21 23.9
 LX5518;SPC CT       -   692,007.77  1,147,659.32   sFT  0.99998776   +0 21 23.9
 LX5518;UTM  18      - 4,582,365.960   733,199.181   MT  1.00026932   +1 50 34.8
 LX5518
 LX5518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5518!SPC CT       -   1.00000238  x   0.99998776  =   0.99999014
 LX5518!UTM  18      -   1.00000238  x   1.00026932  =   1.00027170
 LX5518
 LX5518:                Primary Azimuth Mark                     Grid Az
 LX5518:SPC CT       -  B468 2 4605                              043 20 11.3
 LX5518:UTM  18      -  B468 2 4605                              041 51 00.4
 LX5518
 LX5518|---------------------------------------------------------------------|
 LX5518| PID    Reference Object                     Distance      Geod. Az  |
 LX5518|                                                           dddmmss.s |
 LX5518| LX5516 B468 2 4605                         APPROX. 0.5 KM 0434135.2 |
 LX5518| LX5517 B477A                                34.390 METERS 11445     |
 LX5518| CZ6994 B477 4606 RM 3                        3.920 METERS 16807     |
 LX5518| LX5430 SPRUCE LEDGE                        APPROX. 2.5 KM 2004855.7 |
 LX5518| CZ6993 B477 4606 RM 1                       32.309 METERS 31903     |
 LX5518|---------------------------------------------------------------------|
 LX5518
 LX5518                          SUPERSEDED SURVEY CONTROL
 LX5518
 LX5518  NAD 83(1992)-  41 21 32.55412(N)    072 12 43.66044(W) AD(       ) 2
 LX5518  NAD 83(1986)-  41 21 32.55567(N)    072 12 43.66432(W) AD(       ) 2
 LX5518  NAD 27      -  41 21 32.20565(N)    072 12 45.38553(W) AD(       ) 2
 LX5518  NGVD 29 (07/19/86)   15.6    (m)           51.     (f) VERT ANG       
 LX5518
 LX5518.Superseded values are not recommended for survey control.
 LX5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5518.See file dsdata.txt to determine how the superseded data were derived.
 LX5518
 LX5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3319982366(NAD 83)
 LX5518_MARKER: Z = SEE DESCRIPTION
 LX5518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5518_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5518+STABILITY: SURFACE MOTION
 LX5518
 LX5518  HISTORY     - Date     Condition        Report By
 LX5518  HISTORY     - 1975     MONUMENTED       CTDT
 LX5518
 LX5518                          STATION DESCRIPTION
 LX5518
 LX5518'DESCRIBED BY CT DEPT OF TRANSP 1975 (TB)
 LX5518'THE STATION IS ABOUT 1-1/2 MILES NORTH OF THE NORTH END OF
 LX5518'GROTON POND, 1-1/4 MILES SOUTHEAST OF THE CENTER OF PATAGUANSET
 LX5518'LAKE, AND 1 MILE WEST OF THE NIANTIC RIVER.
 LX5518'
 LX5518'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 161
 LX5518'(FLANDERS ROAD) AND ROUTE I-95 IN FLANDERS, GO WESTERLY ON
 LX5518'I-95 FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LX5518'
 LX5518'THE STATION MARK IS A C.H.D. BASELINE MONUMENT.  IT IS SET IN
 LX5518'THE TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED
 LX5518'CONCRETE POST.  THE TOP IS SET 1 INCH BELOW THE GROUND.  IT
 LX5518'IS 105.0 FEET SOUTH OF THE HIGHWAY FENCE, 21.9 FEET NORTH OF
 LX5518'THE WESTBOUND LANE CENTERLINE, AND 17.2 FEET WEST OF THE
 LX5518'EASTERLY END OF THE WIRE ROPE RAILING.
 LX5518'
 LX5518'REFERENCE MARK 1 IS A DRILL HOLE IN THE TOP OF A
 LX5518'C.H.D. BOUNDARY BRONZE DISC.  IT IS 127 FEET NORTH OF THE
 LX5518'SOUTHBOUND LANE CENTERLINE AND 0.2 FEET NORTH OF THE
 LX5518'HIGHWAY FENCE.
 LX5518'
 LX5518'REFERENCE MARK 2 IS A DRILL HOLE IN THE TOP OF A
 LX5518'C.H.D. BASELINE MONUMENT, STAMPED B477A, THE TOPSET FLUSH
 LX5518'WITH THE GROUND.  IT IS 41.1 FEET SOUTH OF THE NORTHBOUND
 LX5518'CENTERLINE AND 12.2 FEET SOUTHWEST OF THE EDGE OF THE
 LX5518'CONCRETE PAVEMENT.
 LX5518'
 LX5518'REFERENCE MARK 3 IS A DRILL HOLE IN A BRASS BOLT, SET IN A
 LX5518'1/4 INCH DRILL HOLE IN THE EDGE ON THE CONCRETE PAVEMENT.  IT
 LX5518'IS 98 FEET NORTH OF THE SOUTHBOUND LANE CENTERLINE AND 17.3
 LX5518'FEET SOUTHWEST OF THE WESTERLY END OF THE WIRE ROPE RAILING.
 LX5518'
 LX5518'B468-2 (B.L.) IS A C.H.D. BASELINE MONUMENT, STAMPED B468-2
 LX5518'(B.L.).  IT IS SET IN THE TOP OF A 6 IN X 6 IN X 48 INCHES
 LX5518'LONG REINFORCED CONCRETE POST.  THE TOP IS SET 1 INCH BELOW
 LX5518'THE GROUND.  IT IS ABOUT 62.0 FEET NORTHEAST OF S.N.E.T. POLE
 LX5518'2325, 35.5 FEET SOUTH OF THE NORTHBOUND LANE CENTERLINE OF
 LX5518'CONNECTICUT ROUTE I-95, 24.8 FEET NORTH OF THE CENTERLINE OF
 LX5518'THE SERVICE ROAD, AND ABOUT 1,646 FEET SOUTH OF THE STATION
 LX5518'B 477 (B.L.).
 LX5518'
 LX5518'4608 (CGS) IS A C.G.S. BRASS DISC, STAMPED 4608, SET IN THE
 LX5518'TOP OF A 6 IN X 6 IN X 48 INCHES LONG REINFORCED CONCRETE
 LX5518'POST.  THE TOP IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 LX5518'IS ABOUT 591 FEET SOUTHEAST OF THE STATION B477(B.L.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5517 ***********************************************************************
 LX5517  DESIGNATION -  B477A
 LX5517  PID         -  LX5517
 LX5517  STATE/COUNTY-  CT/NEW LONDON
 LX5517  USGS QUAD   -  NIANTIC (1983)
 LX5517
 LX5517                         *CURRENT SURVEY CONTROL
 LX5517  ___________________________________________________________________
 LX5517* NAD 83(1996)-  41 21 32.08859(N)    072 12 42.31732(W)     ADJUSTED  
 LX5517* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX5517  ___________________________________________________________________
 LX5517  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX5517  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5517
 LX5517  HORZ ORDER  -  SECOND
 LX5517
 LX5517.The horizontal coordinates were established by classical geodetic methods
 LX5517.and adjusted by the National Geodetic Survey in August 1998..
 LX5517.No horizontal observational check was made to the station.
 LX5517
 LX5517.The orthometric height was scaled from a topographic map.
 LX5517
 LX5517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5517
 LX5517.The geoid height was determined by GEOID03.
 LX5517
 LX5517;                    North         East     Units Scale Factor Converg.
 LX5517;SPC CT       -   210,910.192   349,838.581   MT  0.99998777   +0 21 24.8
 LX5517;SPC CT       -   691,961.19  1,147,762.08   sFT  0.99998777   +0 21 24.8
 LX5517;UTM  18      - 4,582,352.574   733,230.869   MT  1.00026950   +1 50 35.6
 LX5517
 LX5517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5517!SPC CT       -   1.00000247  x   0.99998777  =   0.99999024
 LX5517!UTM  18      -   1.00000247  x   1.00026950  =   1.00027197
 LX5517
 LX5517                          SUPERSEDED SURVEY CONTROL
 LX5517
 LX5517  NAD 83(1992)-  41 21 32.08752(N)    072 12 42.31673(W) AD(       ) 2
 LX5517  NAD 83(1986)-  41 21 32.08907(N)    072 12 42.32062(W) AD(       ) 2
 LX5517  NAD 27      -  41 21 31.73904(N)    072 12 44.04187(W) AD(       ) 2
 LX5517
 LX5517.Superseded values are not recommended for survey control.
 LX5517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5517.See file dsdata.txt to determine how the superseded data were derived.
 LX5517
 LX5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3323182353(NAD 83)
 LX5517_MARKER: Z = SEE DESCRIPTION
 LX5517_SETTING: 0 = UNSPECIFIED SETTING
 LX5517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5517
 LX5517  HISTORY     - Date     Condition        Report By
 LX5517  HISTORY     - 1975     MONUMENTED       CTDT
 LX5517
 LX5517                          STATION DESCRIPTION
 LX5517
 LX5517'DESCRIBED BY CT DEPT OF TRANSP 1975 (TB)
 LX5517'THE STATION IS ABOUT 1-1/2 MILES NORTH OF THE NORTH END OF
 LX5517'
 LX5517'GROTON POND, 1-1/4 MILES SOUTHEAST OF THE CENTER OF
 LX5517'PATAGUANSET LAKE, AND 1 MILE WEST OF THE NIANTIC RIVER.
 LX5517'
 LX5517'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 161
 LX5517'(FLANDERS ROAD) AND ROUTE I-95 FLANDERS, GO WESTERLY ON I-95
 LX5517'FOR 0.2 MILE TO THE STATION.
 LX5517'
 LX5517'MARK IS A DRILL HOLE IN THE TOP OF C.H.D. BASELINE MONUMENT,
 LX5517'STAMPED B477A, THE TOPSET FLUSH WITH THE GROUND.  IT IS 41.1
 LX5517'FEET SOUTH OF THE NORTHBOUND CENTERLINE AND 12.2 FEET SOUTHWEST
 LX5517'OF THE EDGE OF THE CONCRETE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4775 ***********************************************************************
 LX4775  DESIGNATION -  B633
 LX4775  PID         -  LX4775
 LX4775  STATE/COUNTY-  CT/NEW LONDON
 LX4775  USGS QUAD   -  NORWICH (1983)
 LX4775
 LX4775                         *CURRENT SURVEY CONTROL
 LX4775  ___________________________________________________________________
 LX4775* NAD 83(1996)-  41 31 40.37897(N)    072 03 24.49520(W)     ADJUSTED  
 LX4775* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LX4775  ___________________________________________________________________
 LX4775  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LX4775  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX4775
 LX4775  HORZ ORDER  -  SECOND
 LX4775
 LX4775.The horizontal coordinates were established by classical geodetic methods
 LX4775.and adjusted by the National Geodetic Survey in August 1998..
 LX4775.No horizontal observational check was made to the station.
 LX4775
 LX4775.The orthometric height was scaled from a topographic map.
 LX4775
 LX4775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4775
 LX4775.The geoid height was determined by GEOID03.
 LX4775
 LX4775;                    North         East     Units Scale Factor Converg.
 LX4775;SPC CT       -   229,767.866   362,653.373   MT  0.99998315   +0 27 34.7
 LX4775;SPC CT       -   753,830.07  1,189,805.27   sFT  0.99998315   +0 27 34.7
 LX4775;UTM  18      - 4,601,543.119   745,555.124   MT  1.00034210   +1 57 08.2
 LX4775;UTM  19      - 4,601,872.495   244,965.279   MT  1.00040051   -2 01 39.7
 LX4775
 LX4775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4775!SPC CT       -   1.00000260  x   0.99998315  =   0.99998575
 LX4775!UTM  18      -   1.00000260  x   1.00034210  =   1.00034470
 LX4775!UTM  19      -   1.00000260  x   1.00040051  =   1.00040311
 LX4775
 LX4775                          SUPERSEDED SURVEY CONTROL
 LX4775
 LX4775  NAD 83(1992)-  41 31 40.37801(N)    072 03 24.49453(W) AD(       ) 2
 LX4775  NAD 83(1986)-  41 31 40.37853(N)    072 03 24.49678(W) AD(       ) 2
 LX4775  NAD 27      -  41 31 40.02470(N)    072 03 26.22111(W) AD(       ) 2
 LX4775
 LX4775.Superseded values are not recommended for survey control.
 LX4775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4775.See file dsdata.txt to determine how the superseded data were derived.
 LX4775
 LX4775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4555501543(NAD 83)
 LX4775_MARKER: Z = SEE DESCRIPTION
 LX4775_SETTING: 0 = UNSPECIFIED SETTING
 LX4775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4775
 LX4775  HISTORY     - Date     Condition        Report By
 LX4775  HISTORY     - 1975     MONUMENTED       CTDT
 LX4775
 LX4775                          STATION DESCRIPTION
 LX4775
 LX4775'DESCRIBED BY CT DEPT OF TRANSP 1975 (TB)
 LX4775'THE STATION IS ABOUT 2 MILES SOUTHEAST OF THE BACKUS HOSPITAL, 1
 LX4775'MILE EAST OF THE THAMES RIVER, AND 1/4 MILE SOUTH OF THE
 LX4775'SHETUCKET RIVER.
 LX4775'
 LX4775'TO REACH THE STATION FROM THE JUNCTION OF ROUTE 12 (NORTH MAIN
 LX4775'STREET) AND ROUTE 2 (EAST MAIN STREET), BURNHAM SQUARE, GO
 LX4775'SOUTHEASTERLY ON ROUTE 2 FOR 0.4 MILE TO ROUTE 165 (HAMILTON
 LX4775'AVENUE).  TURN LEFT AND GO EASTERLY ON ROUTE 165 FOR 0.5 MILE TO
 LX4775'THE STATION.
 LX4775'
 LX4775'MARK IS A DRILL HOLE IN A C.H.D. BASELINE ALUMINUM ALLOY DISC,
 LX4775'STAMPED B633, SET IN THE TOP OF A 6 IN X 6 IN X 48 IN LONG
 LX4775'REINFORCED CONCRETE POST.  THE TOP IS SET 2 INCHES BELOW THE
 LX4775'SURFACE OF THE GROUND.  IT IS 19.3 FEET NORTH OF THE CENTERLINE OF
 LX4775'THE ROAD AND 5.3 FEET SOUTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE
 LX4775'POLE 30S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4824 ***********************************************************************
 LX4824  DESIGNATION -  BABCOCK
 LX4824  PID         -  LX4824
 LX4824  STATE/COUNTY-  CT/NEW LONDON
 LX4824  USGS QUAD   -  WILLIMANTIC (1984)
 LX4824
 LX4824                         *CURRENT SURVEY CONTROL
 LX4824  ___________________________________________________________________
 LX4824* NAD 83(1996)-  41 39 10.49657(N)    072 11 18.84401(W)     ADJUSTED  
 LX4824* NAVD 88     -       139.     (meters)     456.     (feet)  VERTCON   
 LX4824  ___________________________________________________________________
 LX4824  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LX4824  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX4824
 LX4824  HORZ ORDER  -  SECOND
 LX4824
 LX4824.The horizontal coordinates were established by classical geodetic methods
 LX4824.and adjusted by the National Geodetic Survey in August 1998..
 LX4824
 LX4824.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4824
 LX4824.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4824
 LX4824.The geoid height was determined by GEOID03.
 LX4824
 LX4824;                    North         East     Units Scale Factor Converg.
 LX4824;SPC CT       -   243,574.311   351,566.593   MT  0.99998530   +0 22 20.1
 LX4824;SPC CT       -   799,126.72  1,153,431.40   sFT  0.99998530   +0 22 20.1
 LX4824;UTM  18      - 4,615,060.013   734,108.224   MT  1.00027450   +1 52 09.7
 LX4824
 LX4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4824!SPC CT       -   0.99998295  x   0.99998530  =   0.99996825
 LX4824!UTM  18      -   0.99998295  x   1.00027450  =   1.00025745
 LX4824
 LX4824|---------------------------------------------------------------------|
 LX4824| PID    Reference Object                     Distance      Geod. Az  |
 LX4824|                                                           dddmmss.s |
 LX4824| CZ7002 BABCOCK RM 1                         10.432 METERS 08706     |
 LX4824| LX4825 BABCOCK RM 2                         11.161 METERS 19446     |
 LX4824| LX4827 LEBANON FIRST CONG CH SPIRE         APPROX. 2.8 KM 2274700.6 |
 LX4824| CZ7001 BABCOCK AZ MK                                      2535516.7 |
 LX4824| LX4830 WILLIMANTIC KCE 84 MICROWAVE        APPROX. 4.0 KM 3253527.5 |
 LX4824|---------------------------------------------------------------------|
 LX4824
 LX4824                          SUPERSEDED SURVEY CONTROL
 LX4824
 LX4824  NAD 83(1996)-  41 39 10.49600(N)    072 11 18.84368(W) AD(       ) 2
 LX4824  NAD 83(1992)-  41 39 10.49595(N)    072 11 18.84366(W) AD(       ) 2
 LX4824  NAD 83(1992)-  41 39 10.49676(N)    072 11 18.84518(W) AD(       ) 2
 LX4824  NAD 83(1986)-  41 39 10.49695(N)    072 11 18.84509(W) AD(       ) 2
 LX4824  NAD 27      -  41 39 10.13888(N)    072 11 20.56374(W) AD(       ) 2
 LX4824  NGVD 29 (07/19/86)  139.     (m)          456.     (f) VERT ANG       
 LX4824
 LX4824.Superseded values are not recommended for survey control.
 LX4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4824.See file dsdata.txt to determine how the superseded data were derived.
 LX4824
 LX4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3410815060(NAD 83)
 LX4824_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4824+STABILITY: SURFACE MOTION
 LX4824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4824+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 LX4824
 LX4824  HISTORY     - Date     Condition        Report By
 LX4824  HISTORY     - 1975     MONUMENTED       NGS
 LX4824  HISTORY     - 20030626 GOOD             USPSQD
 LX4824
 LX4824                          STATION DESCRIPTION
 LX4824
 LX4824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4824'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF WILLIMANTIC,
 LX4824'2 MILES SOUTHWEST OF SOUTH WINDHAM, 1-1/2 MILES NORTHEAST
 LX4824'OF LEBANON AND ON THE NORTH SIDE OF BABCOCK HILL ROAD ON THE
 LX4824'ROAD RIGHT-OF-WAY.
 LX4824'
 LX4824'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON, GO
 LX4824'NORTHEAST ON STATE HIGHWAY 207 FOR 0.9 MILE TO A SIDE ROAD ON
 LX4824'THE LEFT, TURN LEFT AND GO NORTH ON KICK HILL ROAD FOR 0.35
 LX4824'MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO EASTERLY
 LX4824'ON BABCOCK HILL ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE
 LX4824'RIGHT, CONTINUE EASTERLY ON BABCOCK HILL ROAD FOR 0.1 MILE
 LX4824'TO THE STATION ON THE LEFT AS DESCRIBED.
 LX4824'
 LX4824'THE STATION MARKS ARE STANDARD DISKS STAMPED BABCOCK 1975.  THE
 LX4824'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX4824'WHICH IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK
 LX4824'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS
 LX4824'ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 36 FEET WEST
 LX4824'OF TELEPHONE POLE NUMBER 1063, 16 FEET NORTH OF THE APPROXIMATE
 LX4824'CENTER OF BABCOCK HILL ROAD, 5.5 FEET SOUTHWEST OF A METAL
 LX4824'WITNESS POST AND 5.0 FEET SOUTH OF A WIRE FENCE.
 LX4824'
 LX4824'REFERENCE MARK 1, STAMPED BABCOCK NO 1 1975, IS A STANDARD
 LX4824'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS
 LX4824'FLUSH WITH THE GROUND SURFACE.  IT IS 55.5 FEET SOUTHWEST OF THE
 LX4824'SOUTHWEST CORNER OF A HOUSE, 14 FEET NORTH OF THE APPROXIMATE
 LX4824'CENTER OF BABCOCK HILL ROAD AND 1.5 FEET WEST OF TELEPHONE
 LX4824'POLE NUMBER 1063.
 LX4824'
 LX4824'REFERENCE MARK 2, STAMPED BABCOCK NO 2 1975, IS A STANDARD
 LX4824'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LX4824'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS
 LX4824'18 FEET SOUTH OF THE APPROXIMATE CENTER OF BABCOCK HILL ROAD,
 LX4824'8 FEET WEST OF A 2-FOOT OAK TREE AND 3 FEET NORTH OF A ROCK
 LX4824'FENCE.
 LX4824'
 LX4824'THE AZIMUTH MARK, STAMPED BABCOCK AZ 1975, IS A STANDARD
 LX4824'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 LX4824'CORNER OF A STONE HEADWALL.  IT IS 20 FEET NORTH OF A ROCK WALL
 LX4824'15.5 FEET SOUTH OF THE APPROXIMATE CENTER OF BABCOCK HILL ROAD
 LX4824'AND 3.0 FEET NORTHEAST OF A METAL WITNESS POST.
 LX4824'
 LX4824'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LX4824
 LX4824                          STATION RECOVERY (2003)
 LX4824
 LX4824'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX4824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5040 ***********************************************************************
 LX5040  DESIGNATION -  BACH
 LX5040  PID         -  LX5040
 LX5040  STATE/COUNTY-  CT/TOLLAND
 LX5040  USGS QUAD   -  ELLINGTON (1984)
 LX5040
 LX5040                         *CURRENT SURVEY CONTROL
 LX5040  ___________________________________________________________________
 LX5040* NAD 83(1996)-  41 53 09.47147(N)    072 22 40.25746(W)     ADJUSTED  
 LX5040* NAVD 88     -       303.6    (meters)     996.     (feet)  VERTCON   
 LX5040  ___________________________________________________________________
 LX5040  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LX5040  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX5040
 LX5040  HORZ ORDER  -  FIRST
 LX5040
 LX5040.The horizontal coordinates were established by classical geodetic methods
 LX5040.and adjusted by the National Geodetic Survey in August 1998..
 LX5040
 LX5040.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5040
 LX5040.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5040
 LX5040.The geoid height was determined by GEOID03.
 LX5040
 LX5040;                    North         East     Units Scale Factor Converg.
 LX5040;SPC CT       -   269,373.128   335,688.534   MT  1.00000201   +0 14 48.3
 LX5040;SPC CT       -   883,768.34  1,101,338.13   sFT  1.00000201   +0 14 48.3
 LX5040;UTM  18      - 4,640,440.054   717,555.949   MT  1.00018245   +1 45 04.9
 LX5040
 LX5040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5040!SPC CT       -   0.99995697  x   1.00000201  =   0.99995898
 LX5040!UTM  18      -   0.99995697  x   1.00018245  =   1.00013942
 LX5040
 LX5040:                Primary Azimuth Mark                     Grid Az
 LX5040:SPC CT       -  DROBNEY                                  085 45 51.8
 LX5040:UTM  18      -  DROBNEY                                  084 15 35.2
 LX5040
 LX5040|---------------------------------------------------------------------|
 LX5040| PID    Reference Object                     Distance      Geod. Az  |
 LX5040|                                                           dddmmss.s |
 LX5040| LX4958 DROBNEY                             APPROX. 9.9 KM 0860040.1 |
 LX5040| CZ7003 BACH RM 1                            25.417 METERS 09153     |
 LX5040| CZ7004 BACH RM 2                            26.913 METERS 16738     |
 LX5040| LX5041 BACH APT                             30.479 METERS 31843     |
 LX5040|---------------------------------------------------------------------|
 LX5040
 LX5040                          SUPERSEDED SURVEY CONTROL
 LX5040
 LX5040  NAD 83(1996)-  41 53 09.47118(N)    072 22 40.25747(W) AD(       ) 1
 LX5040  NAD 83(1992)-  41 53 09.47159(N)    072 22 40.25772(W) AD(       ) 1
 LX5040  NAD 83(1992)-  41 53 09.47204(N)    072 22 40.25830(W) AD(       ) 1
 LX5040  NAD 83(1986)-  41 53 09.47305(N)    072 22 40.25821(W) AD(       ) 1
 LX5040  NAD 27      -  41 53 09.12176(N)    072 22 41.96643(W) AD(       ) 1
 LX5040  NGVD 29 (07/19/86)  303.8    (m)          997.     (f) VERT ANG       
 LX5040
 LX5040.Superseded values are not recommended for survey control.
 LX5040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5040.See file dsdata.txt to determine how the superseded data were derived.
 LX5040
 LX5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1755640440(NAD 83)
 LX5040_MARKER: DS = TRIANGULATION STATION DISK
 LX5040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5040+STABILITY: SURFACE MOTION
 LX5040
 LX5040  HISTORY     - Date     Condition        Report By
 LX5040  HISTORY     - 1979     MONUMENTED       NGS
 LX5040
 LX5040                          STATION DESCRIPTION
 LX5040
 LX5040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5040'THE STATION IS LOCATED 4 MILES EAST-NORTHEAST OF ROCKVILLE,
 LX5040'3.8 MILES WEST OF WEST WILLINGTON, 3.2 MILES SOUTH OF CRYSTAL
 LX5040'LAKE, 1 MILE NORTH-NORTHWEST OF TOLLAND, AND ON PROPERTY
 LX5040'OWNED BY MR. LEONARD BACH, 192 BALD HILL ROAD, TOLLAND,
 LX5040'CONNECTICUT 06084 (PHONE NUMBER 875-8855).
 LX5040'
 LX5040'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX5040'86 AND STATE HIGHWAY 195 (EXIT 99), ABOUT 0.6 MILE SOUTHEAST
 LX5040'OF TOLLAND, GO NORTHWEST ON STATE HIGHWAY 195 FOR 0.65 MILE
 LX5040'TO THE JUNCTION OF STATE HIGHWAY 74.  CONTINUE STRAIGHT AHEAD,
 LX5040'NORTHWEST, ON STATE HIGHWAY 74 FOR 0.05 MILE TO OLD STAFFORD
 LX5040'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH-NORTHWEST ON OLD
 LX5040'STAFFORD ROAD FOR 0.2 MILE TO DUNN ROAD ON THE LEFT.  TURN
 LX5040'LEFT AND GO WEST ON DUNN ROAD FOR 0.05 MILE TO BALD MOUNTAIN
 LX5040'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON BALD
 LX5040'MOUNTAIN ROAD FOR 0.35 MILE TO THE END OF PAVEMENT.  CONTINUE
 LX5040'NORTHERLY ON THE GRAVEL ROAD (BALD MOUNTAIN ROAD) FOR 0.4
 LX5040'MILE TO A DRIVEWAY ON THE RIGHT AND THE STATION ON THE RIGHT
 LX5040'AS DESCRIBED.
 LX5040'
 LX5040'THE STATION IS A STANDARD NGS DISK
 LX5040'STAMPED---BACH 1979---,
 LX5040'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5040'FLUSH WITH GROUND.  IT IS LOCATED
 LX5040'48.0 FEET EAST-NORTHEAST FROM THE CENTER OF THE GRAVEL ROAD,
 LX5040'35.0 FEET SOUTH-SOUTHEAST FROM THE CENTER OF THE FORK IN THE
 LX5040'DRIVEWAY AND
 LX5040'3.0 FEET NORTH-NORTHWEST FROM A METAL WITNESS POST.
 LX5040'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX5040'STAMPED---BACH 1979---,
 LX5040'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX5040'
 LX5040'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5040'STAMPED---BACH NO 1 1979---,
 LX5040'SET INTO THE TOP OF A BOULDER OF 0.91 METERS LARGEST DIMENSION
 LX5040'AND FLUSH WITH THE GROUND.
 LX5040'IT IS LOCATED
 LX5040'23.0 FEET WEST FROM THE CENTER OF A CIRCLE DRIVEWAY,
 LX5040'15.0 FEET NORTH-NORTHEAST FROM A 14-INCH OAK TREE AND
 LX5040'2.7 FEET SOUTHWEST FROM A METAL WITNESS POST.
 LX5040'MARK IS ABOVE STATION 1.0 METERS.
 LX5040'
 LX5040'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5040'STAMPED---BACH NO 2 1979---,
 LX5040'SET INTO THE TOP OF A BOULDER OF 0.91 METERS LARGEST DIMENSION
 LX5040'AND PROJECTING 30 CM ABOVE THE GROUND.
 LX5040'IT IS LOCATED
 LX5040'31.0 FEET EAST-NORTHEAST FROM THE CENTER OF THE GRAVEL ROAD,
 LX5040'14.5 FEET WEST FROM A 14-INCH OAK TREE AND
 LX5040'2.5 FEET NORTHEAST FROM A METAL WITNESS POST.
 LX5040'MARK IS LEVEL WITH STATION.
 LX5040'
 LX5040'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX5040'
 LX5040'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX5040'
 LX5040'DESCRIBED BY G. M. RIVERS, CHECKED BY P. C. OSLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5146 ***********************************************************************
 LX5146  DESIGNATION -  BAILEY 2
 LX5146  PID         -  LX5146
 LX5146  STATE/COUNTY-  CT/NEW LONDON
 LX5146  USGS QUAD   -  UNCASVILLE (1984)
 LX5146
 LX5146                         *CURRENT SURVEY CONTROL
 LX5146  ___________________________________________________________________
 LX5146* NAD 83(1996)-  41 22 50.83544(N)    072 04 54.45256(W)     ADJUSTED  
 LX5146* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 LX5146  ___________________________________________________________________
 LX5146  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 LX5146  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5146
 LX5146  HORZ ORDER  -  THIRD
 LX5146
 LX5146.The horizontal coordinates were established by classical geodetic methods
 LX5146.and adjusted by the National Geodetic Survey in August 1998..
 LX5146
 LX5146.The orthometric height was scaled from a topographic map.
 LX5146
 LX5146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5146
 LX5146.The geoid height was determined by GEOID03.
 LX5146
 LX5146;                    North         East     Units Scale Factor Converg.
 LX5146;SPC CT       -   213,415.366   360,694.280   MT  0.99998668   +0 26 35.0
 LX5146;SPC CT       -   700,180.25  1,183,377.82   sFT  0.99998668   +0 26 35.0
 LX5146;UTM  18      - 4,585,139.422   744,021.303   MT  1.00033288   +1 55 48.2
 LX5146;UTM  19      - 4,585,613.387   242,298.060   MT  1.00041737   -2 02 18.1
 LX5146
 LX5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5146!SPC CT       -   0.99999323  x   0.99998668  =   0.99997991
 LX5146!UTM  18      -   0.99999323  x   1.00033288  =   1.00032610
 LX5146!UTM  19      -   0.99999323  x   1.00041737  =   1.00041059
 LX5146
 LX5146:                Primary Azimuth Mark                     Grid Az
 LX5146:SPC CT       -  CHASANBO TOWER                           120 47 43.1
 LX5146:UTM  18      -  CHASANBO TOWER                           119 18 29.9
 LX5146:UTM  19      -  CHASANBO TOWER                           123 16 36.2
 LX5146
 LX5146|---------------------------------------------------------------------|
 LX5146| PID    Reference Object                     Distance      Geod. Az  |
 LX5146|                                                           dddmmss.s |
 LX5146| LX5328 CHASANBO TOWER                      APPROX. 6.9 KM 1211418.1 |
 LX5146| CZ7007 BAILEY 2 RM 3                        21.180 METERS 12902     |
 LX5146| LX5302 BAILEYS HILL TANK                   APPROX. 0.6 KM 1780617.2 |
 LX5146| LX5145 BAILEY 3                             18.340 METERS 18647     |
 LX5146| LX5237 COAST GUARD ACADEMY STACK           APPROX. 1.7 KM 2342225.9 |
 LX5146| CZ7005 BAILEY 2 RM 1                         8.114 METERS 23649     |
 LX5146| LX5247 COAST GUARD ACADEMY CUPOLA          APPROX. 1.9 KM 2392804.9 |
 LX5146| LX5246 COAST GUARD ACADEMY FLAGPOLE        APPROX. 1.9 KM 2400115.4 |
 LX5146| LX5070 CONNECTICUT COLLEGE FLAGPOLE        APPROX. 1.9 KM 2642836.9 |
 LX5146| LX5078 HARRISON FLAGPOLE                   APPROX. 1.5 KM 2924007.2 |
 LX5146| LX5076 HARRISON ELEVATED TANK              APPROX. 1.6 KM 2943332.9 |
 LX5146| CZ7006 BAILEY 2 RM 2                        33.392 METERS 29944     |
 LX5146| LX5073 TYDOL TANK                          APPROX. 2.8 KM 3265959.1 |
 LX5146| LX5156 BAILEY 4                             23.398 METERS 32756     |
 LX5146| LX5090 SUBMARINE BASE TOWER                APPROX. 1.9 KM 3314607.7 |
 LX5146| LX5101 SPICERS HOUSE                       437.648 METERS 3455204.7 |
 LX5146|---------------------------------------------------------------------|
 LX5146
 LX5146                          SUPERSEDED SURVEY CONTROL
 LX5146
 LX5146  NAD 83(1992)-  41 22 50.83435(N)    072 04 54.45176(W) AD(       ) 3
 LX5146  NAD 83(1986)-  41 22 50.83518(N)    072 04 54.45596(W) AD(       ) 3
 LX5146  NAD 27      -  41 22 50.48596(N)    072 04 56.18964(W) AD(       ) 3
 LX5146
 LX5146.Superseded values are not recommended for survey control.
 LX5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5146.See file dsdata.txt to determine how the superseded data were derived.
 LX5146
 LX5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4402185139(NAD 83)
 LX5146_MARKER: DB = BENCH MARK DISK
 LX5146_SETTING: 66 = SET IN ROCK OUTCROP
 LX5146_SP_SET: SET IN ROCK OUTCROP
 LX5146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5146+STABILITY: POSITION/ELEVATION WELL
 LX5146
 LX5146  HISTORY     - Date     Condition        Report By
 LX5146  HISTORY     - 1934     MONUMENTED       CGS
 LX5146  HISTORY     - 1954     GOOD             CGS
 LX5146  HISTORY     - 1960     GOOD             CGS
 LX5146  HISTORY     - 1962     GOOD             CGS
 LX5146  HISTORY     - 1971     GOOD             NGS
 LX5146  HISTORY     - 1975     MARK NOT FOUND   NGS
 LX5146  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5146
 LX5146                          STATION DESCRIPTION
 LX5146
 LX5146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5146'THE STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 LX5146'NO.1 AND STATE HIGHWAY NO.12.  GO N 1.4 MILE ON STATE HIGHWAY
 LX5146'NO.12 TO DIRT ROAD UP THE SIDE OF A STEEP HILL, GO 0.4 MILE
 LX5146'THROUGH THE PROPERTY OF, AND BY THE HOUSE OF, WM. BAILEY TO THE
 LX5146'TOP OF THE HILL.  THE STATION IS IN A LARGE LEVEL FIELD.  THERE
 LX5146'IS A LARGE ORCHARD ON THE TOP AND SIDES OF THE HILL.  THE
 LX5146'STATION IS AN ELEVATION DISK SET IN A SMALL OUTCROPPING LEDGE
 LX5146'ABOUT 1 FOOT ABOVE THE LEVEL OF THE FIELD.  STATION WAS
 LX5146'MARKED BY C.W.A. ENGINEERS.
 LX5146'
 LX5146'REFERENCE MARKS NO.1 AND NO.2 AND NO.3 ARE SET IN BOULDERS S,
 LX5146'W, AND SE OF THE STATION RESPECTIVELY.
 LX5146'
 LX5146'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 LX5146
 LX5146                          STATION RECOVERY (1954)
 LX5146
 LX5146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5146'STATION AND ALL THREE REFERENCE MARKS RECOVERED IN GOOD
 LX5146'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LX5146'
 LX5146'STATION IS LOCATED ON THE HIGHEST PART OF BAILEY HILL, IN A
 LX5146'LARGE OPEN FIELD, N OF GROTON, AND E OF THE THAMES RIVER.
 LX5146'
 LX5146'TO REACH THE STATION FROM THE INTERSECTION OF FAIRVIEW
 LX5146'AVENUE AND OLD BOSTON POST ROAD IN GROTON (A TRAFFIC CIRCLE AT
 LX5146'THE E END OF THE OLD HIGHWAY BRIDGE OVER THAMES RIVER), GO N
 LX5146'ON FAIRVIEW AVENUE FOR 0.3 MI. TO THE INTERSECTION OF FAIRVIEW
 LX5146'AVENUE, GROVE AVENUE, AND MILITARY HIGHWAY JUST N OF AN
 LX5146'OVERPASS, BEAR LEFT ON MILITARY HIGHWAY AND GO 1.0 MI. TO A
 LX5146'PRIVATE DRIVE ON THE E SIDE OF THE HIGHWAY, TURN E (RIGHT) ONTO
 LX5146'THIS DRIVE AND CONTINUE DIRECTLY UP A LONG STEEP HILL PAST A
 LX5146'BARN AND A DWELLING TO THE TOP OF THE HILL AND THE STATION SITE.
 LX5146'
 LX5146'ALL MARKS ARE SET IN DRILL HOLES IN BOULDERS.
 LX5146'
 LX5146'STATION MARK IS A STATE SURVEY DISK, STAMPED BAILEY 2 1934 AND
 LX5146'SET IN A LARGE BOULDER, 148 FT. W OF THE N POST OF A GATE IN
 LX5146'THE STONE FENCE ALONG THE E SIDE OF A FIELD.
 LX5146'
 LX5146'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAILEY 2 NO 1 1934
 LX5146'AND SET IN A LARGE BOULDER SW OF THE STATION.
 LX5146'
 LX5146'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAILEY 2 NO 2 1934
 LX5146'AND SET IN A LARGE BOULDER W OF THE STATION.
 LX5146'
 LX5146'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BAILEY 2 NO 3 1934
 LX5146'AND SET IN A LARGE BOULDER SE OF THE STATION.
 LX5146
 LX5146                          STATION RECOVERY (1960)
 LX5146
 LX5146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5146'THE STATION AND 3 REFERENCE MARKS WERE RECOVERED IN GOOD
 LX5146'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS CHECKED.
 LX5146'
 LX5146'THE ANGLES BETWEEN THE REFERENCE MARKS DID NOT AGREE WITH THOSE
 LX5146'IN THE ORIGINAL DESCRIPTION.
 LX5146'
 LX5146'NEW DESCRIPTION FOLLOWS--
 LX5146'
 LX5146'STATION IS ON TOP OF BAILEY HILL, WHICH IS NOW BEING SUBDIVIDED
 LX5146'INTO BUILDING LOTS.  TO REACH STATION--FROM TOLL BOOTH ON GROTON-NEW
 LX5146'LONDON BRIDGE, TAKE STATE RT. 12 NORTH (TOWARD GALES FERRY,
 LX5146'NORWICH) ABOUT 1.9 MILES TO THE TURNOFF TO THE SUBMARINE BASE.
 LX5146'TURN LEFT (WEST) TOWARD THE SUB BASE SOUTH GATE, AND GO 0.3
 LX5146'MILES, THEN TURN LEFT (SOUTH) AND GO 0.4 MILES ON THE ROAD
 LX5146'ALONG THE RIVER AND BEAR LEFT (UP THE HILL) INTO THE SUBDIVISION.
 LX5146'FROM HERE, CONTINUE TO ROAD ON LEFT.  TURN LEFT AND CONTINUE TO
 LX5146'SECOND LEFT, TURN LEFT, AND CONTINUE TO FIRST RIGHT.  TURN RIGHT
 LX5146'AND THEN RIGHT AGAIN AT FIRST OPPORTUNITY.  CONTINUE TO FIRST LEFT.
 LX5146'STATION IS NEAR THE END OF THE ROAD.
 LX5146
 LX5146                          STATION RECOVERY (1962)
 LX5146
 LX5146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WFD)
 LX5146'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1960.  BECAUSE THE
 LX5146'STATION MAY BE DESTROYED DURING IMMINENT DEVELOPMENT OF THE PROPERTY
 LX5146'BAILEY 3 WAS ESTABLISHED NEARBY (SEE DESCRIPTION THEREOF).  BECAUSE
 LX5146'IT WAS NOT KNOWN BY PERSONNEL OF THE DEVELOPING COMPANY
 LX5146'INTERVIEWED WHETHER IT WOULD CERTAINLY BE DESTROYED OR WHEN, THE
 LX5146'MARK WAS LEFT IN PLACE.
 LX5146
 LX5146                          STATION RECOVERY (1971)
 LX5146
 LX5146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX5146'STATION MARK, RM NO. 2 AND RM NO. 3 WERE RECOVERED IN GOOD
 LX5146'CONDITION.  RM NO. 1 HAS BEEN DESTROYED.  SOME NEW HOUSES ARE
 LX5146'PRESENTLY BEING BUILT ON BAILEY HILL, AND THE STATION MARK IS
 LX5146'NOW BY THE BACK STEPS OF A HOUSE, WHICH SETS BETWEEN STATION MARK
 LX5146'AND RM NO. 3.  TO AVOID FUTURE DIGGING FOR STATION AFTER THE
 LX5146'LAWN AND LANDSCAPING IS DONE, A NEW STATION, BAILEY 4, WAS
 LX5146'ESTABLISHED NEARBY, HOWEVER THE OLD STATION WAS LEFT IN PLACE
 LX5146'AFTER COMPLETION OF THE WORK.  THE DISTANCE TO RM NO. 2 WAS
 LX5146'FOUND TO BE 0.05 FT. LESS THAN THE 1934 DISTANCE AND THE ANGLE
 LX5146'IS NOW 2 FT 51 IN GREATER THAN THE 1934 ANGLE (THIS CHECKS
 LX5146'EXACTLY WITH RECENT OBSERVATIONS MADE BY THE CONN. STATE
 LX5146'HIGHWAY DEPT.).  THE ANGLE TO COAST GUARD ACADEMY FLAGPOLE 1934
 LX5146'IS 25 INCHES HIGHER THAN THE 1934 ANGLE.  DESCRIPTION
 LX5146'FOLLOWS--
 LX5146'
 LX5146'STATION IS LOCATED IN THE BACKYARD OF THE MIDDLE HOUSE OF A ROW
 LX5146'OF 3 HOUSES ALONG THE NORTH SIDE OF SKYVIEW TERRACE.
 LX5146'
 LX5146'TO REACH STATION FROM THE POST OFFICE IN GROTON, GO NORTH ON
 LX5146'THAMES ST. FOR 1.1 MILES.  CONTINUE NORTH ON FAIRVIEW AVE. FOR
 LX5146'0.35 MILE.  BEAR LEFT ON MILITARY HIWAY AND GO 1.1 MILES.  TURN
 LX5146'SHARP RIGHT AND GO 0.35 MILE ON FULTON ST., TURN LEFT ON VIRGO
 LX5146'DR. AND GO 0.2 MILE.  TURN RIGHT ON POLARIS ST. AND GO 0.1
 LX5146'MILE.  TURN RIGHT ON PEGASUS DR. AND GO 0.2 MILE.  TURN LEFT
 LX5146'ON SKYVIEW TERR. AND GO 50 YARDS TO MIDDLE HOUSE.
 LX5146'
 LX5146'STATION MARK IS A CONN. STATE SURVEY DISK STAMPED BAILEY 2 1934,
 LX5146'CEMENTED IN A DRILL HOLE IN ROCK 10 INCHES BELOW GROUND.  IT IS
 LX5146'6.05 FT. NORTHWEST OF WEST END OF BOTTOM STEP AT REAR OF HOUSE,
 LX5146'20.9 FT. NORTHEAST OF NORTHWEST CORNER OF THE HOUSE, AND 76.764
 LX5146'FT. SOUTHEAST OF BAILEY 4.
 LX5146'
 LX5146'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BAILEY 2 NO 2
 LX5146'1934, CEMENTED IN A DRILL HOLE IN A 6-FOOT-DIAMETER BOULDER
 LX5146'PROJECTING 14 INCHES FROM LAWN, 36.5 FEET NORTH OF THE FIREPLACE
 LX5146'OF HOUSE NO. 106.
 LX5146'
 LX5146'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 LX5146'BAILEY 2 NO 3 1934, CEMENTED IN A DRILL HOLE IN A 30-INCH BOULDER
 LX5146'PROJECTING 2 INCHES FROM LAWN, 22 FT. SOUTHEAST OF SOUTHEAST
 LX5146'CORNER OF THE MIDDLE HOUSE, 27 FEET SOUTHWEST OF SOUTHWEST CORNER
 LX5146'OF THE EAST HOUSE OF THE 3, AND 3 FEET SOUTH OF A SMALL PINE.  THE
 LX5146'MARK IS BLOCKED FROM STATION BY THE MIDDLE HOUSE.
 LX5146'
 LX5146'NOTE--FOR FURTHER INFORMATION SEE DESCRIPTION FOR BAILEY 4.
 LX5146'
 LX5146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5146'1-1/2 MILES NORTH OF GROTON.
 LX5146
 LX5146                          STATION RECOVERY (1975)
 LX5146
 LX5146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5146'STATION WAS NOT RECOVERED.  DUE TO AN ADDITION BUILT ONTO A
 LX5146'HOUSE THE MARK WAS NOT SEARCHED FOR.  IT IS POSSIBLE THAT THE
 LX5146'MARK IS STILL IN PLACE.  REFERENCE MARK 2 AND 3 WERE RECOVERED
 LX5146'IN GOOD CONDITION.
 LX5146'
 LX5146'NOTE--SEE DESCRIPTION TO BAILEY 4 1971.
 LX5146'
 LX5146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5146'1-3/4 MILES NORTH OF GROTON.
 LX5146
 LX5146                          STATION RECOVERY (1984)
 LX5146
 LX5146'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5146'BAILEY 2 TRIED TO LOCATE BAILEY 2 DIGGING 10 INCHES BELOW SURFACE.
 LX5146'LOCATED ROCK BUT SUSPECT FOUNDATION OF PORCH PREVENTS RECOVERY.
 LX5146'
 LX5146'BAILEY 2 RM 2 1934 CONDITION IS GOOD BUT FADED.
 LX5146'
 LX5146'BAILEY 2 RM 3 1934 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5145 ***********************************************************************
 LX5145  DESIGNATION -  BAILEY 3
 LX5145  PID         -  LX5145
 LX5145  STATE/COUNTY-  CT/NEW LONDON
 LX5145  USGS QUAD   -  UNCASVILLE (1984)
 LX5145
 LX5145                         *CURRENT SURVEY CONTROL
 LX5145  ___________________________________________________________________
 LX5145* NAD 83(1996)-  41 22 50.24512(N)    072 04 54.54587(W)     ADJUSTED  
 LX5145* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 LX5145  ___________________________________________________________________
 LX5145  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 LX5145  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5145
 LX5145  HORZ ORDER  -  THIRD
 LX5145
 LX5145.The horizontal coordinates were established by classical geodetic methods
 LX5145.and adjusted by the National Geodetic Survey in August 1998..
 LX5145.No horizontal observational check was made to the station.
 LX5145
 LX5145.The orthometric height was scaled from a topographic map.
 LX5145
 LX5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5145
 LX5145.The geoid height was determined by GEOID03.
 LX5145
 LX5145;                    North         East     Units Scale Factor Converg.
 LX5145;SPC CT       -   213,397.139   360,692.252   MT  0.99998669   +0 26 35.0
 LX5145;SPC CT       -   700,120.45  1,183,371.16   sFT  0.99998669   +0 26 35.0
 LX5145;UTM  18      - 4,585,121.142   744,019.749   MT  1.00033287   +1 55 48.1
 LX5145;UTM  19      - 4,585,595.257   242,295.244   MT  1.00041739   -2 02 18.2
 LX5145
 LX5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5145!SPC CT       -   0.99999323  x   0.99998669  =   0.99997992
 LX5145!UTM  18      -   0.99999323  x   1.00033287  =   1.00032609
 LX5145!UTM  19      -   0.99999323  x   1.00041739  =   1.00041061
 LX5145
 LX5145|---------------------------------------------------------------------|
 LX5145| PID    Reference Object                     Distance      Geod. Az  |
 LX5145|                                                           dddmmss.s |
 LX5145| LX5146 BAILEY 2                             18.340 METERS 00647     |
 LX5145| CZ7007 BAILEY 2 RM 3                        18.973 METERS 07517     |
 LX5145| LX5302 BAILEYS HILL TANK                   APPROX. 0.6 KM 1775104.6 |
 LX5145| LX5237 COAST GUARD ACADEMY STACK           APPROX. 1.7 KM 2345013.3 |
 LX5145| LX5247 COAST GUARD ACADEMY CUPOLA          APPROX. 1.8 KM 2395513.5 |
 LX5145| LX5246 COAST GUARD ACADEMY FLAGPOLE        APPROX. 1.9 KM 2402813.4 |
 LX5145| CZ7006 BAILEY 2 RM 2                        43.915 METERS 32221     |
 LX5145| CZ7005 BAILEY 2 RM 1                        14.526 METERS 34127     |
 LX5145|---------------------------------------------------------------------|
 LX5145
 LX5145                          SUPERSEDED SURVEY CONTROL
 LX5145
 LX5145  NAD 83(1992)-  41 22 50.24403(N)    072 04 54.54506(W) AD(       ) 3
 LX5145  NAD 83(1986)-  41 22 50.24486(N)    072 04 54.54927(W) AD(       ) 3
 LX5145  NAD 27      -  41 22 49.89596(N)    072 04 56.28264(W) AD(       ) 3
 LX5145
 LX5145.Superseded values are not recommended for survey control.
 LX5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5145.See file dsdata.txt to determine how the superseded data were derived.
 LX5145
 LX5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4402085121(NAD 83)
 LX5145_MARKER: DS = TRIANGULATION STATION DISK
 LX5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5145+STABILITY: SURFACE MOTION
 LX5145
 LX5145  HISTORY     - Date     Condition        Report By
 LX5145  HISTORY     - 1962     MONUMENTED       CGS
 LX5145  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX5145  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LX5145
 LX5145                          STATION DESCRIPTION
 LX5145
 LX5145'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WFD)
 LX5145'THE STATION IS LOCATED IN GROTON, ON THE EAST SIDE OF THE THAMES
 LX5145'RIVER, ON THE HIGHEST PART OF BAILEY HILL.
 LX5145'
 LX5145'STATION MARK IS A STANDARD DISK STAMPED BAILEY 3 1962, SET IN
 LX5145'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 250 FEET
 LX5145'NORTH OF A CHAIN-LINK FENCE THAT SURROUNDS A LARGE STANDPIPE
 LX5145'108 FEET NORTHWEST OF THE CENTER OF A TURN-AROUND AT THE EAST
 LX5145'END OF A PAVED ROAD, AND 31 FEET NORTH OF THE CENTER OF THE
 LX5145'PAVED ROAD.
 LX5145'
 LX5145'REFERENCE MARKS ARE THOSE USED FOR TRIANGULATION STATION BAILEY
 LX5145'2 1934, STANDARD DISKS WITH THE ARROWS POINTING TO BAILEY 2,
 LX5145'RM 1, STAMPED BAILEY 2 NO 1 1934 IS IN A LARGE FLAT ROCK THAT IS
 LX5145'FLUSH WITH THE GROUND.  RM 2. STAMPED BAILEY 2 NO 2 1934 IS IN THE
 LX5145'LOWER OF TWO LARGE BOULDERS AT THE NORTHWEST CORNER OF THE FIELD
 LX5145'IN A PATCH OF BAYBERRY AND POISON IVY.  RM 3, STAMPED BAILEY 2 NO
 LX5145'3 1934 IS IN A LARGE BOULDER THAT PROJECTS 6 INCHES.
 LX5145'
 LX5145'TO REACH THE STATION FROM THE SOUTHWEST ENTRANCE TO THE SUBMARINE
 LX5145'BASE, GO SOUTH ON THE PAVED ROAD PARALLEL TO THE RIVER FOR 0.35
 LX5145'MILE TO A PAVED ROAD LEFT, GO LEFT FOLLOWING THE ROAD EAST AND
 LX5145'NORTH UP THE STEEP GRADE FOR 0.6 MILE TO A FORK, TURN RIGHT AND
 LX5145'CONTINUE UP GRADE FOR 0.05 MILE TO A ROAD RIGHT, TURN RIGHT
 LX5145'AND FOLLOW THE PAVED ROAD SOUTH ACROSS THE TOP OF THE HILL FOR
 LX5145'0.25 MILE TO A ROAD LEFT, TURN LEFT AND GO EAST FOR 200 FEET
 LX5145'TO THE STATION ON THE LEFT.
 LX5145
 LX5145                          STATION RECOVERY (1971)
 LX5145
 LX5145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX5145'STATION MARK WAS DESTROYED DURING CONSTRUCTION OF A NEW
 LX5145'HOUSE.  THE CONCRETE MONUMENT WAS FOUND LAYING ON THE GROUND AND THE
 LX5145'DISK WAS REMOVED AT THIS TIME.  NO MENTION WAS MADE OF AN
 LX5145'UNDERGROUND MARK IN THE 1962 DESCRIPTION.  A CHECK BY
 LX5145'DISTANCE FROM BAILEY 2 1934 AND RM NO. 3 INDICATES THAT THE
 LX5145'LOCATION OF THE STATION IS NOW UNDER THE MACADAM DRIVEWAY TO THE
 LX5145'MIDDLE HOUSE OF THE ROW OF 3 HOUSES NOW LOCATED ALONG THE NORTH
 LX5145'SIDE OF SKYVIEW TERRACE.  2 FEET WEST OF EAST EDGE OF
 LX5145'DRIVEWAY, AND 1 FOOT NORTH OF THE JUNCTION OF THE DRIVEWAY
 LX5145'WITH THE WALK COMING DOWN FROM THE FRONT STEPS OF THE HOUSE.
 LX5145'
 LX5145'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5145'1-1/2 MILES NORTH OF GROTON.
 LX5145
 LX5145                          STATION RECOVERY (1984)
 LX5145
 LX5145'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5145'DRIVE WAY REFERRED TO BY L.F. SMITH IN 1971 SERCHED WITH METAL
 LX5145'DETECTOR WITH NEGATIVE RESULTS, CONCRETE MONUMENT WAS FOUND LAYING
 LX5145'ON THE GROUND ON THE WEST SIDE OF THE DRIVEWAY MINUS THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5156 ***********************************************************************
 LX5156  DESIGNATION -  BAILEY 4
 LX5156  PID         -  LX5156
 LX5156  STATE/COUNTY-  CT/NEW LONDON
 LX5156  USGS QUAD   -  UNCASVILLE (1984)
 LX5156
 LX5156                         *CURRENT SURVEY CONTROL
 LX5156  ___________________________________________________________________
 LX5156* NAD 83(1996)-  41 22 51.47816(N)    072 04 54.98717(W)     ADJUSTED  
 LX5156* NAVD 88     -        73.     (meters)     240.     (feet)  VERTCON   
 LX5156  ___________________________________________________________________
 LX5156  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 LX5156  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5156
 LX5156  HORZ ORDER  -  SECOND
 LX5156
 LX5156.The horizontal coordinates were established by classical geodetic methods
 LX5156.and adjusted by the National Geodetic Survey in August 1998..
 LX5156
 LX5156.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5156
 LX5156.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5156
 LX5156.The geoid height was determined by GEOID03.
 LX5156
 LX5156;                    North         East     Units Scale Factor Converg.
 LX5156;SPC CT       -   213,435.097   360,681.705   MT  0.99998667   +0 26 34.7
 LX5156;SPC CT       -   700,244.98  1,183,336.56   sFT  0.99998667   +0 26 34.7
 LX5156;UTM  18      - 4,585,158.827   744,008.216   MT  1.00033280   +1 55 47.9
 LX5156;UTM  19      - 4,585,633.653   242,286.346   MT  1.00041745   -2 02 18.5
 LX5156
 LX5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5156!SPC CT       -   0.99999338  x   0.99998667  =   0.99998005
 LX5156!UTM  18      -   0.99999338  x   1.00033280  =   1.00032618
 LX5156!UTM  19      -   0.99999338  x   1.00041745  =   1.00041083
 LX5156
 LX5156|---------------------------------------------------------------------|
 LX5156| PID    Reference Object                     Distance      Geod. Az  |
 LX5156|                                                           dddmmss.s |
 LX5156| CZ7008 BAILEY 4 RM 4                        58.034 METERS 10142     |
 LX5156| LX5165 GROTON STANDPIPE                    116.348 METERS 14209     |
 LX5156| LX5166 BAILEY 4 RM 5                       115.393 METERS 14220     |
 LX5156| LX5146 BAILEY 2                             23.398 METERS 14756     |
 LX5156| LX5232 NEW LONDON BLACK TK RR BRIDGE       APPROX. 2.5 KM 1985353.2 |
 LX5156| LX5236 NEW LONDON FIRST CONG CH SPIRE      APPROX. 3.1 KM 2032854.3 |
 LX5156| LX5237 COAST GUARD ACADEMY STACK           APPROX. 1.7 KM 2333453.2 |
 LX5156| LX5356 NEW LONDON USCG CHAPEL SPIRE        APPROX. 2.0 KM 2333527.6 |
 LX5156| LX5247 COAST GUARD ACADEMY CUPOLA          APPROX. 1.9 KM 2384447.6 |
 LX5156| LX5246 COAST GUARD ACADEMY FLAGPOLE        APPROX. 1.9 KM 2391833.6 |
 LX5156| CZ7006 BAILEY 2 RM 2                        16.891 METERS 25850     |
 LX5156| LX5069 NEW LONDON CONN COLL STACK          APPROX. 1.9 KM 2672147.5 |
 LX5156|---------------------------------------------------------------------|
 LX5156
 LX5156                          SUPERSEDED SURVEY CONTROL
 LX5156
 LX5156  NAD 83(1992)-  41 22 51.47707(N)    072 04 54.98637(W) AD(       ) 2
 LX5156  NAD 83(1986)-  41 22 51.47760(N)    072 04 54.99032(W) AD(       ) 2
 LX5156  NAD 27      -  41 22 51.12958(N)    072 04 56.71652(W) AD(       ) 2
 LX5156  NGVD 29 (07/19/86)   73.     (m)          240.     (f) VERT ANG       
 LX5156
 LX5156.Superseded values are not recommended for survey control.
 LX5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5156.See file dsdata.txt to determine how the superseded data were derived.
 LX5156
 LX5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4400885159(NAD 83)
 LX5156_MARKER: DS = TRIANGULATION STATION DISK
 LX5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5156+STABILITY: SURFACE MOTION
 LX5156
 LX5156  HISTORY     - Date     Condition        Report By
 LX5156  HISTORY     - 1971     MONUMENTED       NGS
 LX5156  HISTORY     - 1975     GOOD             NGS
 LX5156  HISTORY     - 1984     GOOD             USPSQD
 LX5156
 LX5156                          STATION DESCRIPTION
 LX5156
 LX5156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX5156'STATION IS LOCATED ON THE SUMMIT OF BAILEY HILL, IN THE NORTHWEST
 LX5156'CORNER OF THE BACKYARD OF THE MIDDLE ONE OF THE ROW OF 3 HOUSES
 LX5156'ALONG NORTH SIDE OF SKYVIEW TERRACE.  IT IS APPROXIMATELY ON
 LX5156'THE PROPERTY LINE BETWEEN THE WEST HOUSE, NO. 106, AND THE MIDDLE
 LX5156'HOUSE, FOR WHICH AN ADDRESS HAS NOT BEEN ASSIGNED.  (A RECENT
 LX5156'SURVEY FAILED TO RESOLVE THE LINE.)
 LX5156'
 LX5156'TO REACH STATION FROM THE POST OFFICE IN GROTON, GO NORTH ON
 LX5156'THAMES ST. FOR 1.1 MILES TO TRAFFIC CIRCLE.  CONTINUE NORTH ON
 LX5156'FAIRVIEW AVE. FOR 0.35 MILE.  BEAR LEFT ON MILITARY HIGHWAY
 LX5156'AND GO 1.1 MILES.  TURN SHARP RIGHT AND GO UPHILL ON FULTON
 LX5156'ST. FOR 0.35 MILE.  GO LEFT ON VIRGO DR FOR 0.2 MILE.  TURN RIGHT
 LX5156'ON POLARIS ST. AND GO 0.1 MILE.  TURN RIGHT ON PEGASUS DR. AND GO
 LX5156'0.2 MILE.  TURN LEFT ON SKYVIEW TERRACE FOR 50 YARDS TO MIDDLE
 LX5156'HOUSE OF 3, AND STATION IN BACK YARD.
 LX5156'
 LX5156'STATION MARK IS A STANDARD DISK STAMPED BAILEY 4 1971, SET IN THE
 LX5156'TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH LAWN.  10
 LX5156'FEET SOUTH OF ROW OF FIR TREES, 158 FEET NORTH OF CENTER LINE OF
 LX5156'SKYVIEW TERRACE, 126 FEET EAST OF CENTER LINE OF PEGASUS DR., 62.3
 LX5156'FEET NORTHEAST OF NORTHEAST CORNER OF HOUSE NO. 106 AND 79.6 FEET
 LX5156'NORTH-NORTHWEST OF NORTHWEST CORNER OF THE MIDDLE HOUSE.
 LX5156'
 LX5156'UNDERGROUND MARK IS A STANDARD DISK STAMPED BAILEY 4 1971, SET IN
 LX5156'CONCRETE 3 FEET BELOW GROUND.
 LX5156'
 LX5156'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BAILEY
 LX5156'2 NO 2 1934, CEMENTED IN A DRILL HOLE IN A 6-FOOT-DIAMETER
 LX5156'BOULDER PROJECTING 14 INCHES FROM LAWN, WITH THE ARROW POINTING
 LX5156'TOWARDS BAILEY 2 1934.  IT IS 36.5 FEET NORTH OF FIREPLACE OF
 LX5156'HOUSE NO. 106, IN BACKYARD LAWN.
 LX5156'
 LX5156'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED BAILEY 4
 LX5156'NO 4 1971, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 LX5156'MONUMENT PROJECTING 2 INCHES FROM GROUND.  IT IS 3 FEET EAST
 LX5156'OF OLD STONE FENCE, 36.8 FEET NORTHEAST OF NORTHEAST CORNER OF THE
 LX5156'EAST HOUSE OF THE 3, AND 4 FEET LOWER THAN STATION MARK.
 LX5156
 LX5156                          STATION RECOVERY (1975)
 LX5156
 LX5156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5156'THE STATION, REFERENCE MARKS 2, 3 AND 4 WERE RECOVERED IN
 LX5156'GOOD CONDITION.  BAILEY 2 1934 WAS NOT RECOVERED DUE TO AN
 LX5156'ADDITION BUILT ON TO HOUSE NUMBER 16.  IT IS POSSIBLE THAT THE
 LX5156'MARK IS STILL THERE.  REFERENCE MARKS 3 AND 4 WILL NOT SEE THE
 LX5156'STATION DUE TO A HOUSE AND A HIGH BOARD FENCE ON LINE.  NO
 LX5156'MEASUREMENTS OR ANGLES COULD BE OBTAINED AT THIS TIME.  THE
 LX5156'DISTANCE AND DIRECTION TO REFERENCE MARK 2 CHECKED.  THE ABOVE
 LX5156'MEASUREMENTS AND ANGLES TO BAILEY 2 1934 AND REFERENCE MARK 4
 LX5156'ARE 1971.  DUE THE LOCATION OF THE STATION A REFERENCE MARK 5
 LX5156'WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 LX5156'
 LX5156'STATION IS ABOUT 2 MILES NORTHEAST OF NEW LONDON, 1-3/4
 LX5156'MILES NORTH OF GROTON, 1-1/4 MILES NORTH OF THE BRIDGE
 LX5156'OVER THE THAMES RIVER, BETWEEN NEW LONDON AND GROTON, 1-1/4
 LX5156'MILES SOUTH OF THE U.S. NAVY SUBMARINE BASE, JUST NORTH OF
 LX5156'SKYVIEW TERRACE, ON THE SUMMIT OF BAILEY HILL AND IN THE BACKYARD
 LX5156'OF MR. E.L. CROUCHS HOME, 16 SKYVIEW TERRACE.  PHONE
 LX5156'NUMBER 445-8322.
 LX5156'
 LX5156'TO REACH THE STATION FROM THE CENTER OF THE GOLD STAR MEMORIAL
 LX5156'BRIDGE OVER THE THAMES RIVER BETWEEN NEW LONDON AND GROTON, GO
 LX5156'EAST ON INTERSTATE HIGHWAY 95 FOR 0.8 MILE TO THE JUNCTION OF
 LX5156'STATE HIGHWAYS 12 AND 184.  BEAR LEFT AND GO NORTHEAST ON
 LX5156'HIGHWAYS 12 AND 184 FOR 0.3 MILE TO HIGHWAY 12 EXIT ON
 LX5156'THE RIGHT.  TURN RIGHT AND CIRCLE AROUND ON HIGHWAY 12 AND GO
 LX5156'NORTH FOR 1.75 MILES TO THE JUNCTION OF CRYSTAL LAKE ROAD.
 LX5156'TURN LEFT AND GO NORTHWEST AND WEST ON CRYSTAL LAKE ROAD FOR
 LX5156'0.35 MILE TO THE JUNCTION OF BAILEY HILL ROAD ON THE LEFT
 LX5156'AND THE ENTRANCE TO THE U.S. NAVY SUBMARINE BASE ON THE
 LX5156'RIGHT.  TURN LEFT AND GO SOUTHERLY ON BAILEY HILL ROAD FOR 0.35
 LX5156'MILE TO THE JUNCTION OF FULTON DRIVE ON THE LEFT.  TURN
 LX5156'LEFT AND GO SOUTH ON FULTON DRIVE FOR 0.2 MILE TO THE JUNCTION
 LX5156'OF LEWIS STREET.  TURN LEFT AND GO SOUTHEAST ON LEWIS STREET
 LX5156'FOR 0.1 MILE TO THE JUNCTION OF VIRGO DRIVE.  TURN LEFT
 LX5156'AND GO NORTH ON VIRGO DRIVE FOR 0.2 MILE TO THE JUNCTION OF
 LX5156'POLARIS STREET.  TURN RIGHT AND GO SOUTHEAST ON POLARIS STREET
 LX5156'FOR 0.1 MILE TO THE JUNCTION OF PEGASUS DRIVE.  TURN RIGHT
 LX5156'AND GO SOUTH ON PEGASUS DRIVE FOR 0.2 MILES TO THE JUNCTION
 LX5156'OF SKYVIEW TERRACE.
 LX5156'
 LX5156'TURN LEFT AND GO EAST ON SKYVIEW TERRACE FOR 0.05 MILE TO HOUSE
 LX5156'NUMBER 16 ON THE LEFT AND THE STATION IN THE BACKYARD AS
 LX5156'DESCRIBED.  TO REACH BAILEY 4 1971 RM 5 (CGS) FROM HERE.  CONTINUE
 LX5156'EAST ON SKYVIEW TERRACE FOR 0.05 MILE TO THE END AND A LARGE WATER
 LX5156'STANDPIPE ON THE RIGHT AND THE STATION ON TOP AS DESCRIBED.
 LX5156'
 LX5156'STATION MARK, STAMPED BAILEY 4 1971, IS A STANDARD DISK SET IN
 LX5156'A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  THE 1971
 LX5156'DESCRIPTION STATES THAT THERE IS AN UNDERGROUND MARK.  THEY ARE
 LX5156'158 FEET NORTH OF CENTER OF SKYVIEW TERRACE, 126 FEET EAST OF
 LX5156'CENTER OF PEGASUS DRIVE, 79.6 FEET NORTHWEST OF THE NORTHWEST
 LX5156'CORNER OF A HOUSE NUMBERED 16, 62.3 FEET NORTHEAST OF THE
 LX5156'NORTHEAST CORNER OF A HOUSE NUMBERED 106 AND 10 FEET SOUTH OF
 LX5156'AN EAST-WEST ROW OF EVERGREEN TREES.
 LX5156'
 LX5156'REFERENCE MARK 2, STAMPED BAILEY 2 NO 2 1934, IS A STANDARD
 LX5156'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 6 FEET
 LX5156'IN DIAMETER AND PROJECTS ABOUT 14 INCHES.  IT IS 73 FEET EAST
 LX5156'OF THE CENTER OF PEGASUS DRIVE, 57 FEET SOUTHEAST OF POWER POLE
 LX5156'NUMBER 6, 36.5 FEET NORTH OF A BRICK FIREPLACE ON HOUSE NUMBER
 LX5156'106 AND 13 FEET SOUTHWEST OF A 6-INCH CEDAR TREE.
 LX5156'
 LX5156'REFERENCE MARK 3, STAMPED BAILEY NO 3 1934, IS A STANDARD DISK
 LX5156'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 18 INCHES
 LX5156'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE
 LX5156'GROUND SURFACE.  IT IS 49 FEET NORTH OF CENTER OF SKYVIEW
 LX5156'TERRACE, 27 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE
 LX5156'NUMBER 26, 22 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 LX5156'NUMBER 16 AND 3 FEET SOUTH OF A 3-INCH PINE TREE.
 LX5156'
 LX5156'REFERENCE MARK 4, STAMPED BAILEY 4 NO 4 1971, IS A STANDARD
 LX5156'DISK SET IN A ROUND CONCRETE POST AND PROJECTS ABOUT 1-INCH
 LX5156'ABOVE THE GROUND SURFACE.  IT IS 36.8 FEET NORTHEAST OF THE
 LX5156'NORTHEAST CORNER OF HOUSE NUMBER 26 AND 3 FEET EAST OF A
 LX5156'ROCK FENCE.
 LX5156'
 LX5156'REFERENCE MARK 5, STAMPED BAILEY 4 RM 5 1971 1975, IS A U.S.
 LX5156'COAST AND GEODETIC SURVEY AND STATE SURVEY DISK WELDED TO THE
 LX5156'TOP OF A WATER STANDPIPE.  IT IS 3.5 FEET NORTHWEST OF CENTER OF
 LX5156'THE TANK.
 LX5156'
 LX5156'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX5156'
 LX5156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5156'1-3/4 MILES NORTH OF GROTON.
 LX5156
 LX5156                          STATION RECOVERY (1984)
 LX5156
 LX5156'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5156'BAILEY 4 1971 FOUND EXCELLENT.
 LX5156'BAILEY 2 RM 2 1934 FOUND GOOD BUT FADED.
 LX5156'BAILEY 4 RM 4 1971 FOUND GOOD.
 LX5156'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5166 ***********************************************************************
 LX5166  DESIGNATION -  BAILEY 4 RM 5
 LX5166  PID         -  LX5166
 LX5166  STATE/COUNTY-  CT/NEW LONDON
 LX5166  USGS QUAD   -  UNCASVILLE (1984)
 LX5166
 LX5166                         *CURRENT SURVEY CONTROL
 LX5166  ___________________________________________________________________
 LX5166* NAD 83(1996)-  41 22 48.51738(N)    072 04 51.95241(W)     ADJUSTED  
 LX5166* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 LX5166  ___________________________________________________________________
 LX5166  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LX5166  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5166
 LX5166  HORZ ORDER  -  FIRST
 LX5166
 LX5166.The horizontal coordinates were established by classical geodetic methods
 LX5166.and adjusted by the National Geodetic Survey in August 1998..
 LX5166
 LX5166.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5166
 LX5166.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5166
 LX5166.The geoid height was determined by GEOID03.
 LX5166
 LX5166;                    North         East     Units Scale Factor Converg.
 LX5166;SPC CT       -   213,344.306   360,752.924   MT  0.99998671   +0 26 36.7
 LX5166;SPC CT       -   699,947.11  1,183,570.22   sFT  0.99998671   +0 26 36.7
 LX5166;UTM  18      - 4,585,069.884   744,081.793   MT  1.00033325   +1 55 49.8
 LX5166;UTM  19      - 4,585,539.823   242,353.596   MT  1.00041702   -2 02 16.4
 LX5166
 LX5166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5166!SPC CT       -   0.99998943  x   0.99998671  =   0.99997614
 LX5166!UTM  18      -   0.99998943  x   1.00033325  =   1.00032268
 LX5166!UTM  19      -   0.99998943  x   1.00041702  =   1.00040645
 LX5166
 LX5166:                Primary Azimuth Mark                     Grid Az
 LX5166:SPC CT       -  BAILEY 4 RM 5 AZIMUTH                    134 07 28.3
 LX5166:UTM  18      -  BAILEY 4 RM 5 AZIMUTH                    132 38 15.2
 LX5166:UTM  19      -  BAILEY 4 RM 5 AZIMUTH                    136 36 21.4
 LX5166
 LX5166|---------------------------------------------------------------------|
 LX5166| PID    Reference Object                     Distance      Geod. Az  |
 LX5166|                                                           dddmmss.s |
 LX5166| CZ7009 BAILEY 4 RM 5 AZIMUTH                              1343405.0 |
 LX5166| LX5348 GROTON S STANDPIPE                  APPROX. 4.4 KM 1662840.4 |
 LX5166| LX5217 GROTON MONUMENT                     APPROX. 2.8 KM 1770645.5 |
 LX5166| LX5354 NEW LONDON SNETC MICROWAVE          APPROX. 3.2 KM 2054217.1 |
 LX5166| LX5356 NEW LONDON USCG CHAPEL SPIRE        APPROX. 2.0 KM 2365317.8 |
 LX5166| LX5160 NEW LONDON CONN COLL SPIRE          APPROX. 2.3 KM 2662209.4 |
 LX5166| LX5156 BAILEY 4                            115.393 METERS 32220     |
 LX5166|---------------------------------------------------------------------|
 LX5166
 LX5166                          SUPERSEDED SURVEY CONTROL
 LX5166
 LX5166  NAD 83(1992)-  41 22 48.51628(N)    072 04 51.95160(W) AD(       ) 1
 LX5166  NAD 83(1986)-  41 22 48.51705(N)    072 04 51.95582(W) AD(       ) 1
 LX5166  NAD 27      -  41 22 48.16906(N)    072 04 53.68228(W) AD(       ) 1
 LX5166  NGVD 29 (07/19/86)   98.2    (m)          322.     (f) VERT ANG       
 LX5166
 LX5166.Superseded values are not recommended for survey control.
 LX5166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5166.See file dsdata.txt to determine how the superseded data were derived.
 LX5166
 LX5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4408285070(NAD 83)
 LX5166_MARKER: DS = TRIANGULATION STATION DISK
 LX5166_SETTING: 0 = UNSPECIFIED SETTING
 LX5166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5166
 LX5166  HISTORY     - Date     Condition        Report By
 LX5166  HISTORY     - 1975     MONUMENTED       NGS
 LX5166
 LX5166                          STATION DESCRIPTION
 LX5166
 LX5166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5166'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF NEW LONDON,
 LX5166'1-3/4 MILES NORTH OF GROTON, 1-1/4 MILES NORTH OF THE
 LX5166'BRIDGE OVER THE THAMES RIVER, BETWEEN NEW LONDON AND GROTON, 1
 LX5166'1/4 MILES SOUTH OF THE U.S. NAVY SUBMARINE BASE, JUST
 LX5166'NORTH OF SKYVIEW TERRACE, ON THE SUMMIT OF BAILEY HILL AND ATOP
 LX5166'OF A STANDPIPE OWNED BY THE CITY WATER DEPARTMENT
 LX5166'OF GROTON.  DEPARTMENT OF UTILITIES, 295 MERIDIAN STREET,
 LX5166'GROTON CONNECTICUT, 06340.
 LX5166'
 LX5166'TO REACH THE STATION FROM THE CENTER OF THE GOLD STAR MEMORIAL
 LX5166'BRIDGE OVER THE THAMES RIVER BETWEEN NEW LONDON AND GROTON, GO
 LX5166'EAST ON INTERSTATE HIGHWAY 95 FOR 0.8 MILE TO THE JUNCTION OF
 LX5166'STATE HIGHWAYS 12 AND 184.  BEAR LEFT AND GO NORTHEAST ON
 LX5166'HIGHWAYS 12 AND 184 FOR 0.3 MILE TO HIGHWAY 12 EXIT ON
 LX5166'THE RIGHT.  TURN RIGHT AND CIRCLE AROUND ON HIGHWAY 12 AND GO
 LX5166'NORTH FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 LX5166'NORTH ON HIGHWAY 12 FOR 1.2 MILES TO THE JUNCTION OF CRYSTAL
 LX5166'LAKE ROAD.  TURN LEFT AND GO NORTHWEST AND WEST ON CRYSTAL
 LX5166'LAKE ROAD FOR 0.35 MILE TO THE JUNCTION OF BAILEY HILL ROAD
 LX5166'ON THE LEFT AND THE ENTRANCE TO THE U.S. NAVY SUBMARINE BASE
 LX5166'ON THE RIGHT.  TURN LEFT AND GO SOUTHERLY ON BAILEY HILL
 LX5166'ROAD FOR 0.35 MILE TO THE JUNCTION OF FULTON DRIVE ON THE
 LX5166'LEFT.  TURN LEFT AND GO SOUTH ON FULTON DRIVE FOR 0.2 MILE
 LX5166'TO THE JUNCTION OF LEWIS STREET.  TURN LEFT AND GO SOUTHEAST
 LX5166'ON LEWIS STREET FOR 0.1 MILE TO THE JUNCTION OF VIRGO
 LX5166'DRIVE.  TURN LEFT AND GO NORTH ON VIRGO DRIVE FOR 0.2 MILE
 LX5166'TO THE JUNCTION OF POLARIS STREET.  TURN RIGHT AND GO
 LX5166'SOUTHEAST ON POLARIS STREET FOR 0.1 MILE TO THE JUNCTION OF
 LX5166'PEGASUS DRIVE.  TURN RIGHT AND GO SOUTH ON PEGASUS DRIVE
 LX5166'FOR 0.2 MILES TO THE JUNCTION OF SKYVIEW TERRACE.  TURN LEFT
 LX5166'AND GO EAST ON SKYVIEW TERRACE FOR 0.05 TO HOUSE NUMBER 16 ON
 LX5166'THE LEFT AND BAILEY 4 1971 IN THE BACKYARD.  CONTINUE
 LX5166'EAST ON SKYVIEW TERRACE FOR 0.05 MILE TO A GRAVELED DRIVE ON
 LX5166'THE RIGHT, TURN RIGHT AND GO SOUTH ON THE GRAVELED DRIVE
 LX5166'FOR 0.05 MILE TO A STANDPIPE ON THE LEFT AND THE STATION
 LX5166'ON TOP AS DESCRIBED.
 LX5166'
 LX5166'THE STATION MARK, STAMPED BAILEY 4 RM 5 1971 1975, IS A U.S.
 LX5166'COAST AND GEODETIC SURVEY AND STATE SURVEY DISK WELDED TO THE
 LX5166'TOP OF A WATER STANDPIPE.  IT IS 3.5 FEET NORTHWEST OF THE
 LX5166'CENTER OF THE TOP OF THE STANDPIPE.
 LX5166'
 LX5166'BAILEY 4 1971, STAMPED BAILEY 4 1971, IS A STANDARD STATION
 LX5166'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS
 LX5166'FLUSH WITH THE GROUND SURFACE.  THE 1971 DESCRIPTION STATES
 LX5166'THAT THERE IS AN UNDERGROUND MARK.  THEY ARE 158 FEET NORTH
 LX5166'OF THE APPROXIMATE CENTER OF SKYVIEW TERRACE, 126 FEET EAST
 LX5166'OF THE APPROXIMATE CENTER OF PEGASUS DRIVE, 79.6 FEET NORTHWEST
 LX5166'OF THE NORTHWEST CORNER OF HOUSE NUMBER 16, 62.3 FEET NORTHEAST
 LX5166'OF THE NORTHEAST CORNER OF HOUSE NUMBER 106 AND 10 FEET SOUTH
 LX5166'OF AN EAST-WEST ROW OF EVERGREEN TREES.
 LX5166'
 LX5166'THE AZIMUTH MARK, STAMPED BAILEY AZ MK 1975, IS A STANDARD
 LX5166'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 LX5166'AN OUTCROP OF BEDROCK WHICH IS ABOUT 5 FEET BY 3 FEET AND
 LX5166'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 56 FEET
 LX5166'EAST OF THE CENTER LINE OF HIGHWAY 12, 24 FEET NORTH OF THE
 LX5166'APPROXIMATE CENTER OF A DRIVEWAY, 14 FEET WEST OF THE WEST EDGE
 LX5166'OF A CONCRETE SIDEWALK, 10.5 FEET NORTH OF A POWER LINE POLE
 LX5166'AND 10 FEET NORTHEAST OF A METAL WITNESS POST.
 LX5166'
 LX5166'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5143 ***********************************************************************
 LX5143  DESIGNATION -  BAILEY POINT
 LX5143  PID         -  LX5143
 LX5143  STATE/COUNTY-  CT/NEW LONDON
 LX5143  USGS QUAD   -  UNCASVILLE (1984)
 LX5143
 LX5143                         *CURRENT SURVEY CONTROL
 LX5143  ___________________________________________________________________
 LX5143* NAD 83(1996)-  41 22 42.38449(N)    072 05 16.46870(W)     ADJUSTED  
 LX5143* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LX5143  ___________________________________________________________________
 LX5143  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX5143  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5143
 LX5143  HORZ ORDER  -  THIRD
 LX5143
 LX5143.The horizontal coordinates were established by classical geodetic methods
 LX5143.and adjusted by the National Geodetic Survey in August 1998..
 LX5143
 LX5143.The orthometric height was scaled from a topographic map.
 LX5143
 LX5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5143
 LX5143.The geoid height was determined by GEOID03.
 LX5143
 LX5143;                    North         East     Units Scale Factor Converg.
 LX5143;SPC CT       -   213,150.725   360,184.735   MT  0.99998679   +0 26 20.4
 LX5143;SPC CT       -   699,312.00  1,181,706.08   sFT  0.99998679   +0 26 20.4
 LX5143;UTM  18      - 4,584,861.552   743,518.625   MT  1.00032987   +1 55 33.3
 LX5143
 LX5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5143!SPC CT       -   1.00000358  x   0.99998679  =   0.99999037
 LX5143!UTM  18      -   1.00000358  x   1.00032987  =   1.00033345
 LX5143
 LX5143|---------------------------------------------------------------------|
 LX5143| PID    Reference Object                     Distance      Geod. Az  |
 LX5143|                                                           dddmmss.s |
 LX5143| LX5142 BAILEY POINT LIGHT 6                 73.105 METERS 17216     |
 LX5143| LX5247 COAST GUARD ACADEMY CUPOLA          APPROX. 1.3 KM 2375319.3 |
 LX5143|---------------------------------------------------------------------|
 LX5143
 LX5143                          SUPERSEDED SURVEY CONTROL
 LX5143
 LX5143  NAD 83(1992)-  41 22 42.38339(N)    072 05 16.46789(W) AD(       ) 3
 LX5143  NAD 83(1986)-  41 22 42.38428(N)    072 05 16.47212(W) AD(       ) 3
 LX5143  NAD 27      -  41 22 42.03800(N)    072 05 18.20000(W) AD(       ) 3
 LX5143
 LX5143.Superseded values are not recommended for survey control.
 LX5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5143.See file dsdata.txt to determine how the superseded data were derived.
 LX5143
 LX5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4351984862(NAD 83)
 LX5143_MARKER: DD = SURVEY DISK
 LX5143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5143+STABILITY: SURFACE MOTION
 LX5143
 LX5143  HISTORY     - Date     Condition        Report By
 LX5143  HISTORY     - 1934     MONUMENTED       USE
 LX5143  HISTORY     - 1960     GOOD             CGS
 LX5143  HISTORY     - 1971     GOOD             CTDT
 LX5143  HISTORY     - 1984     GOOD             USPSQD
 LX5143
 LX5143                          STATION DESCRIPTION
 LX5143
 LX5143'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5143'THE STATION IS LOCATED ON BAILEY POINT ON THE E SIDE OF THE
 LX5143'THAMES RIVER ABOUT 1.2 MILES N OF THE RAILROAD BRIDGE.  THE
 LX5143'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A
 LX5143'12- BY 12- BY 30-INCH CONCRETE POST ON NEW YORK, NEW HAVEN AND
 LX5143'HARTFORD RAILROAD RIGHT-OF-WAY 4.63 METERS W OF THE CENTER
 LX5143'LINE OF THE TRACKS AND IS ON THE SAME LEVEL AS THE TRACKS.  THE
 LX5143'SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS
 LX5143'OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX5143'
 LX5143'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX5143'A LARGE BOULDER ON THE HILLSIDE W OF THE STATION.  REFERENCE
 LX5143'MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE
 LX5143'RETAINING WALL NORTHEASTERLY OF THE STATION.
 LX5143'
 LX5143'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5143
 LX5143                          STATION RECOVERY (1960)
 LX5143
 LX5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5143'STATION RECOVERED IN GOOD CONDITION.  THE MARK WAS FOUND COVERED
 LX5143'WITH LOOSE FILL.  ABOUT 2 FT. BELOW THE LEVEL OF THE TRACK.
 LX5143'
 LX5143'RM 2 IS AT THE CENTER OF THE TOP OF THE CULVERT WALL.  THE
 LX5143'STATION IS DIRECTLY WEST OF A LARGE 2 STORY HOUSE WITH GRANITE
 LX5143'STEPS AT THE STREET.  BAILEY POINT LIGHT IS ABOUT 67M SOUTH OF
 LX5143'THE STATION.
 LX5143
 LX5143                          STATION RECOVERY (1971)
 LX5143
 LX5143'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5143'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LX5143'STATION IS 6 INCHES BELOW THE GROUND ON THE EAST SIDE OF THE
 LX5143'THAMES RIVER, AND 1.2 MILES NORTH OF THE RAILROAD BRIDGE OVER
 LX5143'THE THAMES RIVER ON THE MILITARY HIGHWAY.  IT IS ABOUT 175 FEET
 LX5143'WEST OF HOUSE 435 AND 237 FEET NORTH OF A RED CHANNEL MARKER
 LX5143'LIGHT POST 6.
 LX5143
 LX5143                          STATION RECOVERY (1984)
 LX5143
 LX5143'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5143'BAILEY POINT (U.S.E.) 1934 RECOVERED GOOD.
 LX5143'
 LX5143'BAILEY POINT RM NO. 1 1934 RECOVERED GOOD.
 LX5143'
 LX5143'BAILEY POINT RM NO. 2 1934 RECOVERED GOOD.
 LX5143'
 LX5143'STATION RECOVERED--GOOD CONDITION--MARK WAS FOUND COVERED
 LX5143'WITH LOOSE FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5142 ***********************************************************************
 LX5142  DESIGNATION -  BAILEY POINT LIGHT 6
 LX5142  PID         -  LX5142
 LX5142  STATE/COUNTY-  CT/NEW LONDON
 LX5142  USGS QUAD   -  UNCASVILLE (1984)
 LX5142
 LX5142                         *CURRENT SURVEY CONTROL
 LX5142  ___________________________________________________________________
 LX5142* NAD 83(1996)-  41 22 40.03633(N)    072 05 16.04567(W)     ADJUSTED  
 LX5142* NAVD 88     -                                                        
 LX5142  ___________________________________________________________________
 LX5142  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX5142  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5142
 LX5142  HORZ ORDER  -  THIRD
 LX5142
 LX5142.The horizontal coordinates were established by classical geodetic methods
 LX5142.and adjusted by the National Geodetic Survey in August 1998..
 LX5142.No horizontal observational check was made to the station.
 LX5142
 LX5142
 LX5142.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5142
 LX5142.The geoid height was determined by GEOID03.
 LX5142
 LX5142;                    North         East     Units Scale Factor Converg.
 LX5142;SPC CT       -   213,078.362   360,195.120   MT  0.99998682   +0 26 20.7
 LX5142;SPC CT       -   699,074.59  1,181,740.16   sFT  0.99998682   +0 26 20.7
 LX5142;UTM  18      - 4,584,789.458   743,530.888   MT  1.00032994   +1 55 33.5
 LX5142
 LX5142                          SUPERSEDED SURVEY CONTROL
 LX5142
 LX5142  NAD 83(1992)-  41 22 40.03523(N)    072 05 16.04487(W) AD(       ) 4
 LX5142  NAD 83(1986)-  41 22 40.03613(N)    072 05 16.04911(W) AD(       ) 4
 LX5142  NAD 27      -  41 22 39.69000(N)    072 05 17.77700(W) AD(       ) 3
 LX5142
 LX5142.Superseded values are not recommended for survey control.
 LX5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5142.See file dsdata.txt to determine how the superseded data were derived.
 LX5142
 LX5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4353184789(NAD 83)
 LX5142_MARKER: 14 = NAVIGATION LIGHT
 LX5142
 LX5142  HISTORY     - Date     Condition        Report By
 LX5142  HISTORY     - 1960     FIRST OBSERVED   CGS
 LX5142  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5142
 LX5142                          STATION DESCRIPTION
 LX5142
 LX5142'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5142'THE STATION IS LOCATED ON THE EAST SIDE OF THE THAMES RIVER .8
 LX5142'MILE NORTH ABOVE THE GOLD STAR MEMORIAL BRIDGE.  THIS LIGHT
 LX5142'REPLACED BAILEY POINT LIGHT NO.2, 1934 IN 1941.  THE LIGHT IS
 LX5142'A RED CONICAL STRUCTURE ON A TRIPOD WITH WHITE SLATTED
 LX5142'DAYMARK.  THE STATION IS THE CENTER OF THE LIGHT.
 LX5142
 LX5142                          STATION RECOVERY (1984)
 LX5142
 LX5142'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5142'BAILEY POINT LIGHT 1960 CONICAL STRUCTURE HAS BEEN REPLACED
 LX5142'BY A METAL COLUMN WITH A FLASHING 4 SECOND RED LIGHT 15 FEET
 LX5142'ABOVE MEAN LOW WATER, BELOW LIGHT IS TWO TRIANGLES RED AND THE
 LX5142'NO 6 IN CENTER, ONE FACEING N.W., ONE FACEING S.W. LIGHT IS 10
 LX5142'FEET ABOVE ORIGINAL CEMENT FOUNDATION PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4924 ***********************************************************************
 LX4924  DESIGNATION -  BAKER
 LX4924  PID         -  LX4924
 LX4924  STATE/COUNTY-  CT/MIDDLESEX
 LX4924  USGS QUAD   -  MOODUS (1984)
 LX4924
 LX4924                         *CURRENT SURVEY CONTROL
 LX4924  ___________________________________________________________________
 LX4924* NAD 83(1996)-  41 35 13.86611(N)    072 29 18.88579(W)     ADJUSTED  
 LX4924* NAVD 88     -       203.2    (meters)     667.     (feet)  VERTCON   
 LX4924  ___________________________________________________________________
 LX4924  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX4924  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX4924
 LX4924  HORZ ORDER  -  FIRST
 LX4924
 LX4924.The horizontal coordinates were established by classical geodetic methods
 LX4924.and adjusted by the National Geodetic Survey in August 1998..
 LX4924
 LX4924.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4924
 LX4924.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4924
 LX4924.The geoid height was determined by GEOID03.
 LX4924
 LX4924;                    North         East     Units Scale Factor Converg.
 LX4924;SPC CT       -   236,155.035   326,598.538   MT  0.99998358   +0 10 24.0
 LX4924;SPC CT       -   774,785.31  1,071,515.37   sFT  0.99998358   +0 10 24.0
 LX4924;UTM  18      - 4,606,989.795   709,336.842   MT  1.00013931   +1 40 03.3
 LX4924
 LX4924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4924!SPC CT       -   0.99997279  x   0.99998358  =   0.99995637
 LX4924!UTM  18      -   0.99997279  x   1.00013931  =   1.00011209
 LX4924
 LX4924|---------------------------------------------------------------------|
 LX4924| PID    Reference Object                     Distance      Geod. Az  |
 LX4924|                                                           dddmmss.s |
 LX4924| CZ7011 BAKER RM 2                           19.496 METERS 10031     |
 LX4924| LX4899 ROBERTS                             APPROX. 4.8 KM 1880927.5 |
 LX4924| CZ7010 BAKER RM 1                           13.111 METERS 32420     |
 LX4924|---------------------------------------------------------------------|
 LX4924
 LX4924                          SUPERSEDED SURVEY CONTROL
 LX4924
 LX4924  NAD 83(1992)-  41 35 13.86548(N)    072 29 18.88570(W) AD(       ) 1
 LX4924  NAD 83(1986)-  41 35 13.86720(N)    072 29 18.88764(W) AD(       ) 1
 LX4924  NAD 27      -  41 35 13.50543(N)    072 29 20.57780(W) AD(       ) 1
 LX4924  NGVD 29 (07/19/86)  203.5    (m)          668.     (f) VERT ANG       
 LX4924
 LX4924.Superseded values are not recommended for survey control.
 LX4924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4924.See file dsdata.txt to determine how the superseded data were derived.
 LX4924
 LX4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0933706990(NAD 83)
 LX4924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4924+STABILITY: SURFACE MOTION
 LX4924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4924+SATELLITE: SATELLITE OBSERVATIONS - December 25, 1999
 LX4924
 LX4924  HISTORY     - Date     Condition        Report By
 LX4924  HISTORY     - 1976     MONUMENTED       NGS
 LX4924  HISTORY     - 19991225 GOOD             INDIV
 LX4924
 LX4924                          STATION DESCRIPTION
 LX4924
 LX4924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX4924'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF MARLBOROUGH,
 LX4924'1-1/2 MILES NORTHEAST OF EAST HAMPTON, 3/4 MILE EAST OF LAKE
 LX4924'POCOTOPAUG AND IT IS ON A HILL THAT IS LOCALLY KNOWN AS BAKER
 LX4924'HILL.  IT IS ON PROPERTY OWNED BY MR. RICHARD AND MR. JOHN WALL,
 LX4924'ROUTE 66 EAST HAMPTON CONNECTICUT, PHONE NUMBER 267-0500.
 LX4924'
 LX4924'TO REACH THE STATION FROM THE POST OFFICE IN EAST HAMPTON, GO
 LX4924'SOUTH ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION WITH STATE
 LX4924'HIGHWAY 196.  TURN LEFT AND GO NORTHEAST ON HIGHWAY 196 FOR
 LX4924'0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 66, TURN RIGHT AND
 LX4924'GO NORTHEAST ON HIGHWAY 66 FOR 0.35 MILE TO MR. KIMMELS HOME
 LX4924'ON THE RIGHT AND A WOODS ROAD ON THE RIGHT JUST AFTER PASSING
 LX4924'MR. KIMMELS HOME AND DIRECTLY ACROSS HIGHWAY 66 FROM A HOME
 LX4924'AND GARDEN CENTER STORE.  TURN RIGHT ON THE WOODS ROAD,
 LX4924'CROSSING AN OLD WOODEN BRIDGE AND GO EAST FOR 0.25 MILE TO
 LX4924'THE TOP OF THE HILL AND THE STATION.
 LX4924'
 LX4924'STATION MARKS ARE STAMPED---BAKER 1976---.  THE SURFACE
 LX4924'MARK IS A STANDARD DISK SET
 LX4924'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS ABOUT
 LX4924'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET NORTHWEST OF
 LX4924'A TWIN-TRUNK TREE, 44 FEET SOUTH OF A METAL WITNESS POST, 17
 LX4924'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF AN OLD CONCRETE
 LX4924'FOUNDATION AND 15 FEET SOUTH-SOUTHWEST OF AN OLD WELL CENTER.
 LX4924'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX4924'CONCRETE THAT IS ABOUT 40 INCHES BELOW THE GROUND SURFACE.
 LX4924'
 LX4924'REFERENCE MARK 1, STAMPED---BAKER NO 1 1976---, IS A STANDARD
 LX4924'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 4 FEET
 LX4924'IN DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 LX4924'IT IS 32.5 FEET NORTHEAST OF A 4-TRUNK TREE, 32 FEET NORTHWEST
 LX4924'OF AN OLD WELL AND 4.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4924'
 LX4924'REFERENCE MARK 2, STAMPED---BAKER NO 2 1976---, IS A STANDARD
 LX4924'DISK CEMENTED IN A DRILL IN A BOULDER THAT IS ABOUT 2 FEET BY
 LX4924'4 FEET AND PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT
 LX4924'IS 45.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 LX4924'CONCRETE FOUNDATION, 21.5 FEET EAST OF A TWIN-TRUNK TREE AND 3
 LX4924'FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4924'
 LX4924'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 LX4924'
 LX4924'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.2 METERS.
 LX4924'
 LX4924'DESCRIBED BY L. D. ACRES.
 LX4924
 LX4924                          STATION RECOVERY (1999)
 LX4924
 LX4924'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (DMB)
 LX4924'MARK IS BEST REACHED BY ENTERING THE LAKEVIEW CONDOMINIUM DEVELOPMENT
 LX4924'AND FOLLOWING THE ROAD TO THE CELLULAR TOWER ON TOP OF BAKER HILL.
 LX4924'THE MONUMENT IS LOCATED ON THE SOUTH SIDE OF THE TOWER ENCLOSURE.  THE
 LX4924'HILLTOP IS THICKLY WOODED WITH LIMITED VIEWS, BUT THE MARK IS SUITABLE
 LX4924'FOR GPS OBSERVATIONS -HIGH ANTENNA REQUIRED DURING FOLIAGE SEASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3808 ***********************************************************************
 LX3808  DESIGNATION -  BALD HILL 2
 LX3808  PID         -  LX3808
 LX3808  STATE/COUNTY-  CT/FAIRFIELD
 LX3808  USGS QUAD   -  NORWALK NORTH (1975)
 LX3808
 LX3808                         *CURRENT SURVEY CONTROL
 LX3808  ___________________________________________________________________
 LX3808* NAD 83(1996)-  41 12 49.74287(N)    073 28 40.24270(W)     ADJUSTED  
 LX3808* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 LX3808  ___________________________________________________________________
 LX3808  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 LX3808  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3808
 LX3808  HORZ ORDER  -  SECOND
 LX3808
 LX3808.The horizontal coordinates were established by classical geodetic methods
 LX3808.and adjusted by the National Geodetic Survey in August 1998..
 LX3808
 LX3808.The orthometric height was scaled from a topographic map.
 LX3808
 LX3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3808
 LX3808.The geoid height was determined by GEOID03.
 LX3808
 LX3808;                    North         East     Units Scale Factor Converg.
 LX3808;SPC CT       -   194,912.821   243,762.348   MT  0.99999863   -0 28 57.4
 LX3808;SPC CT       -   639,476.48    799,743.64   sFT  0.99999863   -0 28 57.4
 LX3808;SPC NY E     -   264,794.669   235,712.703   MT  0.99999039   +0 40 24.6
 LX3808;SPC NY E     -   868,747.18    773,334.09   sFT  0.99999039   +0 40 24.6
 LX3808;UTM  18      - 4,563,610.191   627,602.967   MT  0.99980039   +1 00 10.9
 LX3808
 LX3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3808!SPC CT       -   0.99997353  x   0.99999863  =   0.99997216
 LX3808!SPC NY E     -   0.99997353  x   0.99999039  =   0.99996392
 LX3808!UTM  18      -   0.99997353  x   0.99980039  =   0.99977392
 LX3808
 LX3808                          SUPERSEDED SURVEY CONTROL
 LX3808
 LX3808  NAD 83(1992)-  41 12 49.74211(N)    073 28 40.24236(W) AD(       ) 2
 LX3808  NAD 83(1986)-  41 12 49.74467(N)    073 28 40.24309(W) AD(       ) 2
 LX3808  NAD 27      -  41 12 49.39885(N)    073 28 41.80160(W) AD(       ) 2
 LX3808
 LX3808.Superseded values are not recommended for survey control.
 LX3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3808.See file dsdata.txt to determine how the superseded data were derived.
 LX3808
 LX3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2760363610(NAD 83)
 LX3808
 LX3808  HISTORY     - Date     Condition        Report By
 LX3808  HISTORY     - 1868     MONUMENTED       CGS
 LX3808  HISTORY     - 1882     SEE DESCRIPTION  CGS
 LX3808  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX3808  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3808
 LX3808                          STATION DESCRIPTION
 LX3808
 LX3808'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (GB)
 LX3808'IN 1882 G. BRADFORD ESTABLISHED STATION BALD HILL 2 CLOSE TO
 LX3808'WHERE THE ORIGINAL STATION HAD BEEN, AND DETERMINING THE
 LX3808'LOCATION OF THE NEW STATION, WAS ABLE TO COMPUTE DISTANCE AND
 LX3808'DIRECTION OF BALD HILL AND RECOVER IT.  BALD HILL IS 4.07 FEET
 LX3808'N 38 DEG E FROM BALD HILL 2.  THE THREE ROCKS TO WHICH BALD HILL
 LX3808'WAS REFERENCED IN 1869 BY FARLEY WERE RECOVERED AND THE HOLES
 LX3808'AND ARROWS IN THEM DRILLED DEEPER.  FROM STATION BALD HILL 2 TO
 LX3808'SE ROCK IS 40 FEET, 11 INCHES.  TO NW ROCK IS 62 FEET, 6
 LX3808'INCHES.  AND TO NW ROCK, 47 FEET, 8 INCHES.  REPRODUCING
 LX3808'THESE DISTANCES THE EARTHEN ALE BOTTLE PLACED BY FARLEY WAS
 LX3808'RECOVERED, LYING ON ITS SIDE.  IT WAS REPLACED AT THE
 LX3808'INTERSECTION OF THE LINES FROM THE ROCKS (THEY INTERSECTED
 LX3808'WITHIN 1/2 INCH) IN AN UPRIGHT POSITION, ITS TOP 2 FEET, 4
 LX3808'INCHES BELOW THE SURFACE.  AROUND THE BOTTLE WERE
 LX3808'PLACED SMALL PEBBLES AND THE FRAGMENTS OF AN EARTHEN CONE
 LX3808'FOUND HERE.  ABOVE THE BOTTLE WAS PLACED A PINE STAKE 4- BY
 LX3808'4-INCHES IN SIZE, WITH BOTTOM A FEW INCHES ABOVE BOTTLE.
 LX3808'FOUR OTHER PINE STAKES, 4- BY 4-INCHES, WERE PLACED TO NE,
 LX3808'SE, SW AND NW OF STATION, COPPER TACKS IN THEIR HEADS BEING
 LX3808'6 FEET FROM THE STATION, AND LINES CONNECTING THEM DIAGONALLY
 LX3808'INTERSECT AT THE STATION.  (NOTE--BEFORE PUBLISHING THE
 LX3808'MEASURES TO BALD HILL AND BALD HILL 2, THE RELATIONSHIP
 LX3808'BETWEEN THE TWO STATIONS SHOULD BE PLOTTED AND TESTED FOR
 LX3808'CONSISTENCY.)
 LX3808
 LX3808                          STATION RECOVERY (1938)
 LX3808
 LX3808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MAH)
 LX3808'ABOUT 1 MILE WNW OF THE VILLAGE OF NORTH WILTON, ABOUT 1/2 MILE
 LX3808'W OF STATE HIGHWAY 33 (WILTON-RIDGEFIELD ROAD) ON SUMMIT OF
 LX3808'PROMINENT WOODED HILL KNOWN LOCALLY AS BALD HILL, ON PROPERTY
 LX3808'BELONGING TO GEORGE KENT OF JERICHO, LONG ISLAND, NEW YORK AND
 LX3808'1178 FEET NE OF ANGLE IN CONNECTICUT-NEW YORK BOUNDARY IN AZIMUTH
 LX3808'251 DEG 10 MIN.  TO REACH FROM THE POST OFFICE AT NORTH WILTON,
 LX3808'GO NW ON STATE HIGHWAY 33 FOR 2.6 MILES TO GATE ON LEFT.  PASS
 LX3808'THROUGH GATE AND FOLLOW PRIVATE ROAD UPHILL FOR 0.7 MILE TO
 LX3808'SUMMIT AND STATION.  STATION MARKED BY AN EARTHENWARE BEER
 LX3808'BOTTLE BY J.FARLEY IN 1868 WAS RECOVERED IN GOOD CONDITION.  THE
 LX3808'MARK IS ABOUT 3 INCHES IN DIAMETER WITH 1/2-INCH NECK, AND IS
 LX3808'UPRIGHT ABOUT 3 FEET BELOW SURFACE OF GROUND.  THERE IS A LAYER
 LX3808'OF BROKEN CROCKERY OVER TOP OF BOTTLE.  THE MARK WAS NOT
 LX3808'DISTURBED.  IT IS 4.06 FEET SSW OF BALD HILL (SEE
 LX3808'DESCRIPTION THEREOF) IN AZIMUTH 32 DEG 46 MIN.
 LX3808
 LX3808                          STATION RECOVERY (1958)
 LX3808
 LX3808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3808'BALD HILL 2 IS 4.06 FT. SSW OF BALD HILL.  I DID NOT DIG FOR BALD
 LX3808'HILL BUT I DID INSPECT ITS SURFACE POSITION CAREFULLY.  FROM ALL
 LX3808'APPEARANCES, IT SHOULD BE IN POSITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3809 ***********************************************************************
 LX3809  DESIGNATION -  BALD HILL RESET
 LX3809  PID         -  LX3809
 LX3809  STATE/COUNTY-  CT/FAIRFIELD
 LX3809  USGS QUAD   -  NORWALK NORTH (1975)
 LX3809
 LX3809                         *CURRENT SURVEY CONTROL
 LX3809  ___________________________________________________________________
 LX3809* NAD 83(1996)-  41 12 49.77660(N)    073 28 40.21395(W)     ADJUSTED  
 LX3809* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 LX3809  ___________________________________________________________________
 LX3809  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 LX3809  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3809
 LX3809  HORZ ORDER  -  FIRST
 LX3809
 LX3809.The horizontal coordinates were established by classical geodetic methods
 LX3809.and adjusted by the National Geodetic Survey in August 1998..
 LX3809
 LX3809.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3809
 LX3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3809
 LX3809.The geoid height was determined by GEOID03.
 LX3809
 LX3809;                    North         East     Units Scale Factor Converg.
 LX3809;SPC CT       -   194,913.856   243,763.027   MT  0.99999863   -0 28 57.4
 LX3809;SPC CT       -   639,479.88    799,745.86   sFT  0.99999863   -0 28 57.4
 LX3809;SPC NY E     -   264,795.718   235,713.361   MT  0.99999039   +0 40 24.7
 LX3809;SPC NY E     -   868,750.62    773,336.25   sFT  0.99999039   +0 40 24.7
 LX3809;UTM  18      - 4,563,611.243   627,603.618   MT  0.99980039   +1 00 11.0
 LX3809
 LX3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3809!SPC CT       -   0.99997351  x   0.99999863  =   0.99997214
 LX3809!SPC NY E     -   0.99997351  x   0.99999039  =   0.99996390
 LX3809!UTM  18      -   0.99997351  x   0.99980039  =   0.99977391
 LX3809
 LX3809|---------------------------------------------------------------------|
 LX3809| PID    Reference Object                     Distance      Geod. Az  |
 LX3809|                                                           dddmmss.s |
 LX3809| CB2684 BALD HILL RM 3                       13.323 METERS 01447     |
 LX3809| LX3816 TASHUA RESET                        APPROX.19.8 KM 0744454.2 |
 LX3809| CB2682 BALD HILL RM 1                       12.946 METERS 14834     |
 LX3809| LX3807 BALD HILL RM 4                       22.102 METERS 20638     |
 LX3809| LX3808 BALD HILL 2                           1.237 METERS 21246     |
 LX3809| CB2683 BALD HILL RM 2                       19.066 METERS 29853     |
 LX3809|---------------------------------------------------------------------|
 LX3809
 LX3809                          SUPERSEDED SURVEY CONTROL
 LX3809
 LX3809  NAD 83(1992)-  41 12 49.77583(N)    073 28 40.21361(W) AD(       ) 1
 LX3809  NAD 83(1986)-  41 12 49.77840(N)    073 28 40.21433(W) AD(       ) 1
 LX3809  NAD 27      -  41 12 49.43265(N)    073 28 41.77279(W) AD(       ) 1
 LX3809  NGVD 29 (07/19/86)  199.1    (m)          653.     (f) VERT ANG       
 LX3809
 LX3809.Superseded values are not recommended for survey control.
 LX3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3809.See file dsdata.txt to determine how the superseded data were derived.
 LX3809
 LX3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2760463611(NAD 83)
 LX3809_MARKER: DS = TRIANGULATION STATION DISK
 LX3809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3809
 LX3809  HISTORY     - Date     Condition        Report By
 LX3809  HISTORY     - 1966     MONUMENTED       CGS
 LX3809  HISTORY     - 1882     GOOD             CGS
 LX3809  HISTORY     - 1938     GOOD             CGS
 LX3809  HISTORY     - 1938     GOOD             NY-119
 LX3809  HISTORY     - 1957     GOOD             CGS
 LX3809  HISTORY     - 1959     GOOD             CGS
 LX3809  HISTORY     - 1964     GOOD             CGS
 LX3809  HISTORY     - 1966     GOOD             CGS
 LX3809
 LX3809                          STATION DESCRIPTION
 LX3809
 LX3809'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (GB)
 LX3809'SITUATED IN WILTON TOWNSHIP, ABOUT 4 MILES E OF
 LX3809'RIDGEFIELD.  ASSISTANT E. BLUNT VISITED THE STATION AND REPLACED
 LX3809'THE EARTHENWARE CONE PLACED BY HASSLER WITH ANOTHER CONE, THE
 LX3809'ORIGINAL HAVING BEEN BROKEN.  IN 1868 ASSISTANT FARLEY VISITED
 LX3809'THE STATION AND FOUND FRAGMENTS OF CROCK AND MARKED ROCKS, BUT
 LX3809'LACKING THE ORIGINAL DESCRIPTION WAS UNABLE TO IDENTIFY THEM.
 LX3809'IN 1882 ASSISTANT G. BRADFORD, BY MEANS OF A TEMPORARY SIGNAL
 LX3809'RECOVERED THE CROCK PLACED BY BLUNT, WHICH IS PRESUMED TO BE
 LX3809'IN THE POSITION OF HASSLERS STATION.  BALD HILL FROM NNW ROCK
 LX3809'OF 1869 IS 43.72 FEET S OF 26 DEG W.  FROM NW ROCK, 1839-68,
 LX3809'TO BALD HILL IS 62.68 FEET, S 52 DEG E.  FROM SE ROCK, 1839-68,
 LX3809'STATION IS 42.42 FEET N, 25 DEG W.
 LX3809'
 LX3809'DESCRIBED BY E. BLUNT IN 1833 AS BEING IN TOWN OF WILTON, 1/4 MILE
 LX3809'N OF THE LINE OF NEW CANAAN, AND SAME DISTANCE FROM NEW YORK
 LX3809'STATE LINE, AND UPON THE FARM OF I. KUTER, WHOSE RESIDENCE WAS ON
 LX3809'THE NORWALK AND RIDGEFIELD ROAD 1/2 MILE FROM SUMMIT OF HILL.  THE
 LX3809'DISTANCES GIVEN IN 1833 TO DRILL HOLES (1/2 TO 3/4 INCH IN
 LX3809'DIAMETER) IN ROCKS, THE LARGEST ON THE HILL, WERE--62 FEET, 4
 LX3809'INCHES, WNW.  35 FEET, 3 INCHES, S.  64 FEET, 7 INCHES, SXE 1/2 E.
 LX3809'ROCK WITH CRACK, 40 FEET, 11 INCHES, SSE.  IN 1912 H.R.
 LX3809'BUCK, ENGINEER COMMISSIONER FOR CONNECTICUT SENT IN NOTES,
 LX3809'DATED 1908, REPORTING FURTHER AND CORRECTED DESCRIPTION FOR THIS
 LX3809'STATION, AS FOLLOWS--STATION IS ON A PROMINENT BARE
 LX3809'RIDGE OF SAME NAME LYING IN THE WESTERN PART OF THE TOWN OF
 LX3809'WILTON, ABOUT 1 MILE WNW FROM THE VILLAGE OF NORTH WILTON AND
 LX3809'1,178 FEET, N 71 DEG 10 FEET E (TRUE) OF AN ANGLE IN THE
 LX3809'CONNECTICUT-NEW YORK BOUNDARY.  A PRIVATE ROADWAY LEADS
 LX3809'DIRECTLY TO THE SUMMIT OF THE HILL FROM A POINT A SHORT
 LX3809'DISTANCE NW OF THE JUNCTION OF A SHORT CROSS ROAD WITH THE
 LX3809'NORTH WILTON-RIDGEFIELD ROAD ABOUT 1/2 MILE E OF
 LX3809'STATION.  A FINE VIEW IS OBTAINED IN EVERY DIRECTION EXCEPT
 LX3809'TO THE W WHERE A RIDGE ABOUT 1-1/2 MILES DISTANT OBSTRUCTS IT TO
 LX3809'A GREAT EXTENT.  STATION MARKED AS ABOVE DESCRIBED BY AN EARTHEN
 LX3809'CONE 8-1/2 INCHES IN DIAMETER AT TOP AND 16 INCHES DIAMETER AT
 LX3809'BOTTOM, 14 INCHES IN LENGTH ON SLOPE, SET WITH ITS TOP ABOUT 9
 LX3809'INCHES BELOW SURFACE OF GROUND.  WITNESS MARKS WERE AS
 LX3809'FOLLOWS--(A) N 14 DEG 44 FEET E (TRUE) AND 43.76 FEET (LEVEL
 LX3809'MEASURE) FROM STATION IS A SHALLOW 5/8-INCH DRILL HOLE
 LX3809'IN HIGHEST POINT OF A BADLY SEAMED BOULDER 2.3 BY 4.8 FEET IN
 LX3809'SECTION AT GROUND AND ABOUT 0.6 FOOT HIGH.  THE DRILL HOLE IS
 LX3809'1 FOOT N OF EXTREME S END OF BOULDER.  (B) N 60 DEG 04 FEET W
 LX3809'(TRUE) AND 62.58 FEET FROM STATION (LEVEL MEASURE) IS A
 LX3809'CONICAL SHAPED DRILL HOLE 1-1/8 INCHES IN DIAMETER AT TOP SUNK
 LX3809'AT ABOUT THE HIGHEST POINT OF A SMOOTH TOPPED BOULDER 3-BY
 LX3809'5-FEET IN SECTION AT GROUND.  (C) S 31 DEG 24 FEET E (TRUE)
 LX3809'AND 42.44 FEET (LEVEL MEASURE) FROM STATION IS A SHALLOW
 LX3809'5/8-INCH DRILL HOLE SLIGHTLY BELOW AND ABOUT 1 FOOT S OF THE
 LX3809'HIGHEST PART OF A BOULDER 4-BY 5.3-FEET IN SECTION AT GROUND, ITS
 LX3809'EASTERN FACE BEING ABOUT 1 FOOT HIGH.  ARRORS CUT NEAR EACH
 LX3809'WITNESS MARK POINT TOWARD THE STATION.  THESE REFERENCES SHOULD
 LX3809'SUPERSEDE THOSE GIVEN IN EARLIER DISCRIPTIONS.
 LX3809
 LX3809                          STATION RECOVERY (1938)
 LX3809
 LX3809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (MAH)
 LX3809'ABOUT 1 MILE WNW OF THE VILLAGE OF NORTH WILTON, ABOUT 1/2 MILE
 LX3809'W OF STATE HIGHWAY 33 (WILTON-RIDGEFIELD ROAD) ON SUMMIT OF
 LX3809'PROMINENT WOODED HILL KNOWN LOCALLY AS BALD HILL, ON PROPERTY
 LX3809'BELONGING TO GEORGE KENT OF JERICHO, LONG ISLAND, NEW YORK AND
 LX3809'1178 FEET NE OF ANGLE IN CONNECTICUT-NEW YORK BOUNDARY IN AZIMUTH
 LX3809'251 10 FEET.  TO REACH FROM THE POST OFFICE AT NORTH WILTON, GO
 LX3809'NW ON STATE HIGHWAY 33 FOR 2.6 MILES TO GATE ON LEFT.  PASS
 LX3809'THROUGH GATE AND FOLLOW PRIVATE ROAD UPHILL FOR 0.7 MILE TO
 LX3809'SUMMIT AND STATION.  STATION WAS MARKED BY AN EARTHENWARE
 LX3809'CONE BY W.H.SWIFT IN 1833.* THE CONE WAS REMOVED AND SURFACE
 LX3809'AND UNDERGROUND MARKS, STANDARD DISKS IN CONCRETE.
 LX3809'WERE ESTABLISHED.  SURFACE MARK IS ABOUT 2 INCHES BELOW
 LX3809'SURFACE OF GROUND.  STANDARD WESTCHESTER COUNTY CONTROL
 LX3809'SURVEY BRONZE DISKS WERE SET IN THE DRILL HOLES IN THE THREE
 LX3809'OLD REFERENCE BOULDERS.  REFERENCE MARK NO. 1 IS
 LX3809'ABOUT 1 FOOT S OF THE HIGHEST PART OF A 4-BY 5-FOOT BOULDER
 LX3809'(EASTERN FACE ABOUT 1 FOOT HIGH) AND 42.43 FEET SE OF STATION
 LX3809'IN AZIMUTH 328 36 FEET.  REFERENCE MARK NO. 2 IS AT HIGHEST
 LX3809'POINT OF A SMOOTH-TOPPED 3-BY 5-FOOT BOULDER, AND 62.55 FEET
 LX3809'WNW OF STATION IN AZIMUTH 119 DEG 56 FEET.  REFERENCE MARK
 LX3809'NO. 3 IS IN THE HIGHEST POINT OF A BADLY SEAMED 2-BY 5-FOOT
 LX3809'BOULDER, ABOUT 1/2 FOOT HIGH, 1 FOOT N OF THE S END OF BOULDER,
 LX3809'AND 43.72 FEET NNE OF STATION.  BALD
 LX3809'HILL 2 (SEE DESCRIPTION THEREOF) IS 4.06 FEET SSW OF STATION.
 LX3809'
 LX3809'NOTE--SINCE NO STATION OR NATURAL OBJECT IS VISIBLE FROM THE
 LX3809'GROUND AT THIS STATION, IT WAS NOT POSSIBLE TO CHECK THE
 LX3809'DIRECTIONS TO THE REFERENCE MARKS.
 LX3809'
 LX3809'*THE EARTHENWARE CONE FOUND WAS CRUDE, IRREGULAR AND APPEARS
 LX3809'TO HAVE BEEN MADE ON A POTTERS WHEEL.  THE ORIGINAL STATION WAS
 LX3809'SUPPOSED TO HAVE BEEN DESCRIBED IN CAPTAIN W.H. SWIFTS JOURNAL
 LX3809'WHICH CANNOT BE FOUND AT THIS DATE.  THE AVERAGE DIMENSIONS OF
 LX3809'THE CONE FOUND ARE AS FOLLOWS--BOTTOM DIAMETER 1.25 FEET, TOP
 LX3809'DIAMETER 0.7 FOOT, AND LENGTH OF SIDE 1.11 FEET.  IT WAS
 LX3809'BELIEVED BY FARLEY (WHO SEARCHED FOR AND DID NOT FIND THE MARK
 LX3809'IN 1868) AND BRADFORD (WHO RECOVERED THE CONE IN 1882-84)
 LX3809'THAT THE ORIGINAL CONE HAD BEEN REMOVED BY E. BLUNT IN 1866 AND
 LX3809'REPLACED WITH THE PRESENT CONE.  IT APPEARS FROM THE EVIDENCE
 LX3809'AVAILABLE THAT THIS BELIEF MAY HAVE BEEN BASED ON THE
 LX3809'STATEMENT OF NATIVES WHO CLAIMED THAT THEY SAW BLUNT DIG
 LX3809'UP THE OLD CONE.  HOWEVER, BLUNT MADE NO REPORT OF REMARKING
 LX3809'THE STATION, AND SINCE THERE IS NO INDICATION THAT EITHER
 LX3809'FARLEY OR BRADFORD HAD THE ORIGINAL DESCRIPTION, I AM
 LX3809'INCLINED TO BELIEVE THAT THIS IS THE ORIGINAL CONE.
 LX3809
 LX3809                          STATION RECOVERY (1938)
 LX3809
 LX3809'RECOVERY NOTE BY WESTCHESTER COUNTY NEW YORK 1938
 LX3809'STATION WAS IDENTIFIED AND RE-MARKED IN 1938 BY LIEUTENANT HECHT
 LX3809'OF U.S.C. AND G.S. AND WAS THUS USED BY W.C.C.S.  STATION IS NOW
 LX3809'MARKED BY A STANDARD BRONZE DISK IN CONCRETE, REPLACING OLD
 LX3809'EARTHEN CONE.
 LX3809'
 LX3809'TO REACH STATION BALD HILL FROM WHITE PLAINS, NEW YORK TAKE
 LX3809'ROUTE 22 TO BEDFORD VILLAGE.  THENCE ROUTE 121 TO JUNCTION OF
 LX3809'121 AND 123 AT CROSS RIVER.  THENCE ROUTE 123 THROUGH SOUTH SALEM
 LX3809'TO RIDGEFIELD, CONNECTICUT (NEW YORK ROUTE 123 IS CONNECTICUT
 LX3809'ROUTE 35) AT RIDGEFIELD TURN RIGHT AND PROCEED S ON CONNECTICUT
 LX3809'ROUTE 33 (RIDGEFIELD ROAD) FOR ABOUT 5 MILES TO HOUSE OF
 LX3809'A.J.THAYER WHO IS CARETAKER OF PROPERTY ON WHICH STATION IS
 LX3809'LOCATED.  ABOUT 500 FEET S OF THAYERS HOUSE TURN RIGHT (W)
 LX3809'THROUGH GATE AND FOLLOW PRIVATE ROAD LEADING TO STATION AT
 LX3809'SUMMIT OF BALD HILL.  PROPERTY IS OWNED BY MR. GEORGE KENT,
 LX3809'JERICHO, LONG ISLAND.
 LX3809
 LX3809                          STATION RECOVERY (1957)
 LX3809
 LX3809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LX3809'STATION WAS RECOVERED AS DESCRIBED BY M.A. HECHT IN 1938.  THE
 LX3809'REFERENCE MARKS ARE MARKED BY WEST CHESTER (N.Y.) CONTROL SURVEY
 LX3809'DISKS SET IN BOULDERS.  THE STATION IS MARKED BY STANDARD DISK
 LX3809'IN CONCRETE, 4 INCHES UNDERGROUND.  NO EVIDENCE COULD
 LX3809'BE FOUND THAT STATION BALD HILL 2 ESTABLISHED BY G.B. IN 1882
 LX3809'WAS EVER PERMANENTLY MARKED.  DIRECTIONS FOR REACHING THE
 LX3809'STATION ARE ADEQUATE.
 LX3809
 LX3809                          STATION RECOVERY (1959)
 LX3809
 LX3809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3809'FOUND STATION MARK AND THREE REFERENCE MARKS IN GOOD CONDITION
 LX3809'AS DESCRIBED.
 LX3809'
 LX3809'STATION IS STAMPED BALD HILL 1833-1938 AND FOUND TO BE VISIBLE
 LX3809'IN A SHALLOW HOLE ABOUT 3 FEET SQUARE AND ABOUT 8 INCHES DEEP,
 LX3809'THE CONCRETE SHAFT APPEARED TO BE VERY SLIGHTLY OUT OF PLUMB.
 LX3809'
 LX3809'R.M. 1 IS STAMPED R.M. NO. 1 AND THE ARROW POINTS 10 DEG TO LEFT
 LX3809'(W) OF STATION.  R.M. 2 IS STAMPED R.M. II AND FOUND UNDER 3 OR 4
 LX3809'INCHES OF LEAVES AND DIRT.  ROOTS OF VINES HAD GROWN ACROSS THE TOP
 LX3809'OF DISK.  R.M. 3 IS STAMPED REFERENCE MARK NO. III.
 LX3809'
 LX3809'A NEW DESCRIPTION AS FOLLOWS--
 LX3809'
 LX3809'STATION IS LOCATED IN WILTON TOWNSHIP ABOUT 3 MILES NW OF ROUTE
 LX3809'33 BRIDGE PASSING OVER THE NYNH AND HH R.R. AND THE NORWALK RIVER AT
 LX3809'WILTON.  IT IS 700 FEET W OF STATE HWY 33(WILTON-RIDGEFIELD
 LX3809'ROAD), ON SUMMIT OF PROMINENT WOODED HILL KNOWN LOCALLY AS BALD
 LX3809'HILL, ON PROPERTY FORMERLY BELONGING TO GEORGE KENT AND 1178 FEET
 LX3809'NE OF ANGLE IN CONN-N.Y. STATE BOUNDARY N 59 DEG 30 MIN E.
 LX3809'
 LX3809'TO REACH FROM THE BRIDGE AT WILTON, GO W AND NW ON STATE HWY
 LX3809'33, PASS DEFORREST ROAD, WELL MARKED, ON LEFT, 2.40 MILES FROM
 LX3809'WILTON BRIDGE.  CONTINUE ON RT 33 FOR 0.55 MILE TO GATE ON
 LX3809'LEFT.  GATE IS APPROXIMATELY 530 FEET N OF AN OLDER HOUSE (ON
 LX3809'W SIDE OF RT 33) WITH LONG, LOW FRONT PORCH, BUT NO GARAGE.  RFD
 LX3809'MAIL BOX FOR THIS HOUSE IS MARKED L.C. COOK AND E.T. THAYER.
 LX3809'GATE IS ALSO 245 FEET S OF A SHORT DRIVEWAY (ON W SIDE OF RT 33)
 LX3809'LEADING TO A SMALL COTTAGE WHICH OVERLOOKS KENT POND TO THE WEST.
 LX3809'COTTAGE HAS ONE-CAR GARAGE, BUT NO RFD MAIL BOX.  PASS THRU GATE,
 LX3809'GOING WESTERLY DOWNHILL, ON GRASSED-OVER PRIVATE ROAD, PASSING
 LX3809'CLOSE TO LOW DAM AT S END OF KENT POND.  THEN UPHILL WESTERLY
 LX3809'TO A POINT ABOUT 670 FEET FROM THE GATE.  HERE, ON LEFT (S)
 LX3809'SIDE OF GRASS ROAD, IS AN OPENING IN THE STONE WALL, TURN
 LX3809'LEFT (S) AND FOLLOW TRAIL UPHILL TO SUMMIT AND STATION.
 LX3809
 LX3809                          STATION RECOVERY (1964)
 LX3809
 LX3809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GB)
 LX3809'STATION BALD HILL IS A STD. BRONZE DISC SET IN A CONC. MONUMENT
 LX3809'ATOP A HILL APPROX. 1 MILE NORTH OF THE TOWN OF NORTH WILTON.
 LX3809'
 LX3809'FROM THE INTER. OF U.S. 7 AND RT. 33 IN WILTON CONN. PROCEED
 LX3809'NORTHWESTERLY ON RT 33 APPROX. 2.7 MILES TO A PAVED BK.  TOP
 LX3809'ROAD ON THE LEFT (NO NAME) CONTINUE ON THIS ROAD ALWAYS BEARING TO
 LX3809'THE LEFT APPROX. 0.8 MILES TO THE HIGHEST POINT OF THE ROAD.  TURN
 LX3809'LEFT UP A PRIVATE DRIVE TO THE TOP OF BALD HILL.
 LX3809'
 LX3809'AT THE TIME OF THIS RECOVERY THE AREA ALONG THE ROAD FROM RT 33
 LX3809'TO BALD HILL WAS UNDER DEVELOPMENT.  A NEW HOUSE WAS BEING
 LX3809'CONSTRUCTED ABOUT 50 FT. FROM THE STATION.
 LX3809
 LX3809                          STATION RECOVERY (1966)
 LX3809
 LX3809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3809'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED.  THE
 LX3809'STATION MARK WAS FOUND TO BE LEANING AND THE MARK WAS RESET AND
 LX3809'THE UNDERGROUND POINT WAS HELD.  NO INFORMATION WAS AVAILABLE
 LX3809'ON THE DIRECTIONS TO THE REFERENCE MARKS.  A DIFFERENCE WAS FOUND
 LX3809'IN THE DISTANCE TO REFERENCE MARK 1.  THE DISTANCES TO REFERENCE
 LX3809'MARKS 2 AND 3 CHECKED.  REFERENCE MARK 4 WAS ESTABLISHED AT
 LX3809'THIS TIME AND THE OBSERVATIONS WERE MADE FROM THIS POINT AT THE
 LX3809'PROPERTY OWNER REQUEST.  FOLLOWING IS A NEW DESCRIPTION.
 LX3809'
 LX3809'THE STATION IS LOCATED ON A HILL LOCALLY KNOWN AS BALD HILL, ABOUT
 LX3809'5 MILES SOUTH-SOUTHEAST OF RIDGEFIELD, 0.15 MILE WEST OF STATE
 LX3809'HIGHWAY 33, 0.2 MILE EAST-NORTHEAST OF THE NEW YORK-CONNECTICUT
 LX3809'STATE LINE AND ON PROPERTY OF MR. ALFRED HEDGES.
 LX3809'
 LX3809'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 LX3809'35 AND 33, ABOUT 0.6 MILE SOUTH OF RIDGEFIELD, GO SOUTH ON
 LX3809'STATE HIGHWAY 33 FOR 3.8 MILES TO THE WILTON VOLUNTEER FIRE
 LX3809'DEPARTMENT BUILDING ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 33
 LX3809'FOR 0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 LX3809'CARRIAGE ROAD FOR 0.25 MILE TO A FORK.  BEAR LEFT AND GO
 LX3809'SOUTHWEST ON A PAVED STREET FOR 0.25 MILE TO A SIDE ROAD LEFT,
 LX3809'JUST BEFORE REACHING A Y-INTERSECTION.  TURN LEFT, UPHILL, ON A
 LX3809'PRIVATE ROAD AND GO 0.05 MILE TO A FORK.  BEAR RIGHT AND GO
 LX3809'SOUTH ON A PRIVATE ROAD FOR 0.05 MILE TO THE SUMMIT OF THE HILL
 LX3809'AND THE STATION ON THE LEFT.
 LX3809'
 LX3809'THE STATION MARK IS A STANDARD DISK STAMPED BALD HILL 1833 1938
 LX3809'1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX3809'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 70.1 FEET NORTHWEST
 LX3809'OF THE MAIN ENTRANCE TO HOUSE, 55 FEET WEST-NORTHWEST OF THE
 LX3809'NORTHWEST CORNER OF THE HOUSE, 25 FEET EAST OF THE CENTER OF A
 LX3809'ROCK DRIVE AND 9 FEET EAST OF THE EAST EDGE OF A BOULDER WHICH
 LX3809'PROJECTS 20 INCHES ABOVE THE GROUND SURFACE.
 LX3809'
 LX3809'REFERENCE MARK 1 IS A WESTCHESTER COUNTY CONTROL SURVEY DISK
 LX3809'STAMPED NO 1, SET IN THE TOP OF AN OUTCROP OF BEDROCK WHICH
 LX3809'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 37.9 FEET
 LX3809'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 32 FEET EAST OF
 LX3809'THE CENTER OF THE ROCK DRIVE AND 31.9 FEET WEST-NORTHWEST OF THE
 LX3809'MAIN ENTRANCE TO THE HOUSE.
 LX3809'
 LX3809'REFERENCE MARK 2 IS A WESTCHESTER COUNTY CONTROL SURVEY DISK
 LX3809'STAMPED NO 11, SET IN THE TOP OF AN OUTCROP OF BEDROCK WHICH
 LX3809'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53.6 FEET
 LX3809'NORTHWEST OF THE WEST EDGE OF THE BOULDER WHICH PROJECTS 20
 LX3809'INCHES ABOVE THE GROUND SURFACE, AND 25 FEET WEST OF THE CENTER
 LX3809'OF THE ROCK DRIVE.
 LX3809'
 LX3809'REFERENCE MARK 3 IS A WESTCHESTER COUNTY CONTROL SURVEY DISK
 LX3809'STAMPED NO 111, SET IN THE TOP OF AN OUTCROP OF BEDROCK WHICH
 LX3809'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 70.5 FEET
 LX3809'NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE AND 48.1 FEET
 LX3809'NORTHEAST OF THE EAST EDGE OF THE BOULDER WHICH PROJECTS 20
 LX3809'INCHES ABOVE THE GROUND SURFACE.
 LX3809'
 LX3809'NOTE--SEE DESCRIPTION FOR BALD HILL 1833 1938 1966 R.M. 4 FOR
 LX3809'ADDITIONAL INFORMATION.
 LX3809'
 LX3809'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3809'1.0 MILE WEST-NORTHWEST OF NORTH WILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -28.93  (meters)                     GEOID03
 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 GEOID03.
 LX4700
 LX4700;                    North         East     Units Scale Factor Converg.
 LX4700;SPC CT       -   279,210.586   350,539.954   MT  1.00001261   +0 21 57.2
 LX4700;SPC CT       -   916,043.40  1,150,063.17   sFT  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!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4700!SPC CT       -   0.99994314  x   1.00001261  =   0.99995575
 LX4700!UTM  18      -   0.99994314  x   1.00026319  =   1.00020631
 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_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4700+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 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     - 20030318 GOOD             INDIV
 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 INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX4700'FOUND THE STATION, RM2, DRILLHOLE W/SQUARE AND COPPER BOLT
 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 = OCTOBER  8, 2006
 LX6068 ***********************************************************************
 LX6068  DESIGNATION -  BALD HILL RESET
 LX6068  PID         -  LX6068
 LX6068  STATE/COUNTY-  CT/MIDDLESEX
 LX6068  USGS QUAD   -  DEEP RIVER (1971)
 LX6068
 LX6068                         *CURRENT SURVEY CONTROL
 LX6068  ___________________________________________________________________
 LX6068* NAD 83(1996)-  41 27 42.95757(N)    072 25 05.29505(W)     ADJUSTED  
 LX6068* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 LX6068  ___________________________________________________________________
 LX6068  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX6068  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6068
 LX6068  HORZ ORDER  -  SECOND
 LX6068
 LX6068.The horizontal coordinates were established by classical geodetic methods
 LX6068.and adjusted by the National Geodetic Survey in August 1998..
 LX6068
 LX6068.The orthometric height was scaled from a topographic map.
 LX6068
 LX6068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6068
 LX6068.The geoid height was determined by GEOID03.
 LX6068
 LX6068;                    North         East     Units Scale Factor Converg.
 LX6068;SPC CT       -   222,264.496   332,525.562   MT  0.99998392   +0 13 12.2
 LX6068;SPC CT       -   729,212.77  1,090,960.95   sFT  0.99998392   +0 13 12.2
 LX6068;UTM  18      - 4,593,255.945   715,624.662   MT  1.00017221   +1 42 36.6
 LX6068
 LX6068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6068!SPC CT       -   0.99997778  x   0.99998392  =   0.99996170
 LX6068!UTM  18      -   0.99997778  x   1.00017221  =   1.00014998
 LX6068
 LX6068:                Primary Azimuth Mark                     Grid Az
 LX6068:SPC CT       -  SHANAGANS BARN GABLE                     023 06 50.1
 LX6068:UTM  18      -  SHANAGANS BARN GABLE                     021 37 25.7
 LX6068
 LX6068|---------------------------------------------------------------------|
 LX6068| PID    Reference Object                     Distance      Geod. Az  |
 LX6068|                                                           dddmmss.s |
 LX6068| LX5975 SHANAGANS BARN GABLE                APPROX. 1.0 KM 0232002.3 |
 LX6068| LX5968 EAST HADDAM FIRE TOWER              APPROX. 1.3 KM 0455417.4 |
 LX6068| CQ9119 BALD HILL RM 2                       17.330 METERS 09123     |
 LX6068| LX5995 WOCL                                APPROX. 3.2 KM 1442235.8 |
 LX6068| CQ9118 BALD HILL RM 1                       14.040 METERS 18757     |
 LX6068| LX5983 WOLF CASINO GABLE                   APPROX. 1.7 KM 2180553.2 |
 LX6068| LX5956 STRONGS BARN CUPOLA                 APPROX. 1.6 KM 2464331.6 |
 LX6068| LX6004 GELSTONS GABLE                      APPROX. 2.6 KM 2921738.1 |
 LX6068| LX5991 MARTINS CHIMNEY                     APPROX. 2.2 KM 2973303.6 |
 LX6068| LX6001 PECKS BARN GABLE                    APPROX. 2.5 KM 3014056.3 |
 LX6068| LX6014 ROOTS CHIMNEY                       APPROX. 2.8 KM 3080647.0 |
 LX6068|---------------------------------------------------------------------|
 LX6068
 LX6068                          SUPERSEDED SURVEY CONTROL
 LX6068
 LX6068  NAD 83(1992)-  41 27 42.95679(N)    072 25 05.29478(W) AD(       ) 2
 LX6068  NAD 83(1986)-  41 27 42.95850(N)    072 25 05.29747(W) AD(       ) 2
 LX6068  NAD 27      -  41 27 42.59900(N)    072 25 07.00500(W) AD(       ) 2
 LX6068
 LX6068.Superseded values are not recommended for survey control.
 LX6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6068.See file dsdata.txt to determine how the superseded data were derived.
 LX6068
 LX6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1562593256(NAD 83)
 LX6068
 LX6068  HISTORY     - Date     Condition        Report By
 LX6068  HISTORY     - 1861     MONUMENTED       CGS
 LX6068  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6068  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6068
 LX6068                          STATION DESCRIPTION
 LX6068
 LX6068'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (EB)
 LX6068'ON LAND BELONGING TO MRS. WARNER.  STATION MARKED WITH AN IRON
 LX6068'CONE AND CEMENT.
 LX6068
 LX6068                          STATION RECOVERY (1934)
 LX6068
 LX6068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6068'RECOVERED AS DESCRIBED.  THIS STATION IS ON THE HIGHEST PART OF
 LX6068'BALD HILL ON THE PROPERTY OF T. EDWARD BARTMAN.  TO
 LX6068'APPROACH--JUST S OF THE INTERSECTION OF ROUTES 82 AND 151
 LX6068'TAKE THE FIRST ROAD LEADING EASTERLY.  THIS IS THE ROAD TO THE
 LX6068'EAST HADDAM FIRE TOWER.  GO 1.3 MILES.  THIS POINT IS MARKED BY A
 LX6068'CONSIDERABLE BROOK CROSSING THE HIGHWAY.  A WELL DEFINED WOOD
 LX6068'ROAD TURNS S BESIDE THE BROOK.  FOLLOW THIS ROAD FOR 250 YARDS
 LX6068'AND BEAR RIGHT INTO A FIELD.  FOLLOW THE PATH UP THE HILL 300
 LX6068'YARDS TO THE RIGHT-OF-WAY OF A HIGH TENSION LINE.  GO 50 YARDS
 LX6068'SOUTHEASTERLY ACROSS THE RIGHT-OF-WAY AND THEN S SOUTHEASTERLY
 LX6068'ALONG THE RIDGE TO THE HIGHEST PART ABOUT 240 YARDS FURTHER ON.
 LX6068'THE STATION IS AT THE NORTHEASTERLY SIDE OF A CONSIDERABLE
 LX6068'CLEARED SPACE, IN THE EDGE OF A CLUMP OF WHITE BIRCHES.  THE
 LX6068'CURVING CORNER OF AN OLD STONE FENCE BEARS N 25 DEG W
 LX6068'(MAGNETIC) AND IS 27 METERS DISTANT.  DIRECTLY N OF THE
 LX6068'STATION THE FENCE IS 12 METERS DISTANT.
 LX6068'
 LX6068'THE ORIGINAL CENTER MARK WAS REMOVED, AND SUB-SURFACE MARK
 LX6068'ESTABLISHED IN BEDROCK.  SURFACE MARK WAS ESTABLISHED IN THE
 LX6068'TOP OF A 4-FOOT MONUMENT THAT PROJECTS 16 INCHES ABOVE THE GROUND.
 LX6068'
 LX6068'REFERENCE MARK NO.1 IS IN A FLAT EMBEDDED BOULDER FLUSH WITH
 LX6068'THE GROUND IN THE MIDDLE OF THE CLEARED SPACE.  IT BEARS
 LX6068'S 15 DEG W (MAGNETIC).  REFERENCE MARK NO.2 IS IN A POINTED
 LX6068'EMBEDDED BOULDER AT THE EASTERLY SIDE OF THE CLEARED SPACE.  IT
 LX6068'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND BEARS S 75 DEG
 LX6068'E (MAGNETIC).  IT IS ABOUT 15 METERS S OF THE STONE WALL.
 LX6068'
 LX6068'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX6068'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD BRONZE
 LX6068'DISK WEDGED IN A DRILL HOLE AS DESCRIBED IN NOTE 8A.  REFERENCE
 LX6068'MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS
 LX6068'SET IN A BOULDER AS DESCRIBED IN NOTES 12C.
 LX6068'
 LX6068'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6068
 LX6068                          STATION RECOVERY (1971)
 LX6068
 LX6068'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6068'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX6068'REACH THE STATION FROM EAST HADDAM AT THE INTERSECTION OF ROUTE
 LX6068'151 (TOWN STREET) AND ROUTE 83 (NORWICH ROAD) GO SOUTH ON
 LX6068'ROUTE 82 FOR 300 FEET TO MT. PARNASSUS ROAD ON THE LEFT, GO
 LX6068'EAST ON MT. PARNASSUS ROAD FOR 1.2 MILES TO A DIRT ROAD ON THE
 LX6068'RIGHT ABOUT 50 FEET WEST OF A BROOK, GO SOUTH ON DIRT ROAD FOR
 LX6068'0.55 AND FOLLOW SKETCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4703 ***********************************************************************
 LX4703  DESIGNATION -  BALD HILL RM 3
 LX4703  PID         -  LX4703
 LX4703  STATE/COUNTY-  CT/TOLLAND
 LX4703  USGS QUAD   -  WESTFORD (1983)
 LX4703
 LX4703                         *CURRENT SURVEY CONTROL
 LX4703  ___________________________________________________________________
 LX4703* NAD 83(1996)-  41 58 27.09219(N)    072 11 53.65796(W)     ADJUSTED  
 LX4703* NAVD 88     -       390.4    (meters)    1281.     (feet)  VERTCON   
 LX4703  ___________________________________________________________________
 LX4703  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LX4703  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX4703
 LX4703  HORZ ORDER  -  FIRST
 LX4703
 LX4703.The horizontal coordinates were established by classical geodetic methods
 LX4703.and adjusted by the National Geodetic Survey in August 1998..
 LX4703
 LX4703.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4703
 LX4703.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4703
 LX4703.The geoid height was determined by GEOID03.
 LX4703
 LX4703;                    North         East     Units Scale Factor Converg.
 LX4703;SPC CT       -   279,252.345   350,533.220   MT  1.00001266   +0 21 57.1
 LX4703;SPC CT       -   916,180.40  1,150,041.07   sFT  1.00001266   +0 21 57.1
 LX4703;SPC MA M     -   858,439.690   142,129.302   MT  0.99997232   -0 28 08.5
 LX4703;SPC MA M     - 2,816,397.55    466,302.55   sFT  0.99997232   -0 28 08.5
 LX4703;UTM  18      - 4,650,708.379   732,138.884   MT  1.00026315   +1 52 28.7
 LX4703
 LX4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4703!SPC CT       -   0.99994331  x   1.00001266  =   0.99995597
 LX4703!SPC MA M     -   0.99994331  x   0.99997232  =   0.99991563
 LX4703!UTM  18      -   0.99994331  x   1.00026315  =   1.00020645
 LX4703
 LX4703|---------------------------------------------------------------------|
 LX4703| PID    Reference Object                     Distance      Geod. Az  |
 LX4703|                                                           dddmmss.s |
 LX4703| LX4700 BALD HILL RESET                      42.298 METERS 17112     |
 LX4703| CZ7013 BALD HILL RM 2                       48.284 METERS 17645     |
 LX4703| LX4714 BALD HILL RM 3 TPT                   18.788 METERS 21438     |
 LX4703| LX4961 STAFFORD ST POL MAST                APPROX. 8.0 KM 2463609.3 |
 LX4703| LX4715 BALD HILL RM 4                       54.227 METERS 33749     |
 LX4703| MZ1535 BURLEY                              APPROX. 4.9 KM 3485359.3 |
 LX4703|---------------------------------------------------------------------|
 LX4703
 LX4703                          SUPERSEDED SURVEY CONTROL
 LX4703
 LX4703  NAD 83(1996)-  41 58 27.09199(N)    072 11 53.65798(W) AD(       ) 1
 LX4703  NAD 83(1992)-  41 58 27.09218(N)    072 11 53.65794(W) AD(       ) 1
 LX4703  NAD 83(1992)-  41 58 27.09243(N)    072 11 53.65818(W) AD(       ) 1
 LX4703  NAD 83(1986)-  41 58 27.09361(N)    072 11 53.65776(W) AD(       ) 1
 LX4703  NAD 27      -  41 58 26.74227(N)    072 11 55.37879(W) AD(       ) 1
 LX4703  NGVD 29 (07/19/86)  390.6    (m)         1281.     (f) VERT ANG       
 LX4703
 LX4703.Superseded values are not recommended for survey control.
 LX4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4703.See file dsdata.txt to determine how the superseded data were derived.
 LX4703
 LX4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3213950708(NAD 83)
 LX4703_MARKER: DR = REFERENCE MARK DISK
 LX4703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4703_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4703_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4703
 LX4703  HISTORY     - Date     Condition        Report By
 LX4703  HISTORY     - 1973     MONUMENTED       NGS
 LX4703  HISTORY     - 1973     GOOD             NGS
 LX4703  HISTORY     - 1977     GOOD             NGS
 LX4703  HISTORY     - 1979     GOOD             NGS
 LX4703
 LX4703                          STATION DESCRIPTION
 LX4703
 LX4703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX4703'THE STATION MARK IS LOCATED ABOUT 5-3/4 MILES EAST-NORTHEAST OF
 LX4703'STAFFORD SPRING, 4 MILES NORTH-NORTHWEST OF WESTFORD AND ON THE
 LX4703'PROPERTY OF MRS. EVANGELINE LESLIE, RFD 2, SOUTHBRIDGE,
 LX4703'MASSACHUSETTS, 01550.
 LX4703'
 LX4703'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD SPRINGS,
 LX4703'GO NORTHEAST ON STATE HIGHWAYS 19 AND 190 FOR 0.3 MILE TO A
 LX4703'SIDE ROAD LEFT (STATE HIGHWAY 19).  CONTINUE NORTHEAST ON STATE
 LX4703'HIGHWAY 190 FOR 5.3 MILES TO THE JUNCTION OF STATE HIGHWAY 89
 LX4703'ON THE RIGHT.  CONTINUE NORTHERLY ON STATE HIGHWAY 190 FOR 0.3
 LX4703'MILE TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH ON PAVED
 LX4703'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT.
 LX4703'
 LX4703'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED BALD
 LX4703'HILL NO 3 1861 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX4703'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LX4703'93 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE AT AND T
 LX4703'BUILDING AND 58 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER
 LX4703'OF A PAVED ROAD.
 LX4703'
 LX4703'BALD HILL 1861 1936, A STANDARD DISK STAMPED BALD HILL 1861
 LX4703'1936, IS CEMENTED IN DRILL HOLE IN THE TOP OF OUTCROPPING
 LX4703'BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS 58.0 FEET
 LX4703'NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER, 27.7 FEET WEST
 LX4703'OF THE SOUTHWEST CORNER OF THE AT AND T BUILDING, 27.5 FEET EAST
 LX4703'OF A 10-INCH OAK TREE AND 15.5 FEET NORTH OF A 10-INCH OAK TREE.
 LX4703'
 LX4703'REFERENCE MARK 4, A STANDARD DISK STAMPED BALD HILL 1861 NO 4
 LX4703'1973, IS CEMENTED IN DRILL HOLE IN THE TOP OF OUTCROPPING
 LX4703'BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS 82.0 FEET
 LX4703'WEST-SOUTHWEST OF A 20-INCH TWIN-TRUNK BIRCH TREE, 73.0 FEET
 LX4703'NORTHEAST OF A 10-INCH BIRCH TREE AND 64.0 FEET SOUTHWEST OF A
 LX4703'20-INCH TWIN-TRUNK BIRCH TREE.
 LX4703'
 LX4703'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 LX4703
 LX4703                          STATION RECOVERY (1973)
 LX4703
 LX4703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX4703'THE STATION MARK IS LOCATED ABOUT 5-3/4 MILES EAST-NORTHEAST OF
 LX4703'STAFFORD SPRING, 4 MILES NORTH-NORTHWEST OF WESTFORD AND ON THE
 LX4703'PROPERTY OF MRS. EVANGELINE LESLIE, RFD 2, SOUTHBRIDGE,
 LX4703'MASSACHUSETTS, 01550.
 LX4703'
 LX4703'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD SPRINGS, GO
 LX4703'NORTHEAST ON STATE HIGHWAYS 19 AND 190 FOR 0.3 MILE TO A SIDE ROAD
 LX4703'LEFT (STATE HIGHWAY 19).  CONTINUE NORTHEAST ON STATE HIGHWAY 190
 LX4703'FOR 5.3 MILES TO THE JUNCTION OF STATE HIGHWAY 89 ON THE RIGHT.
 LX4703'CONTINUE NORTHERLY ON STATE HIGHWAY 190 FOR 0.3 MILE TO A PAVED
 LX4703'ROAD LEFT.  TURN LEFT AND GO NORTH ON PAVED ROAD FOR 0.4 MILE TO
 LX4703'THE STATION ON THE LEFT.
 LX4703'
 LX4703'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED BALD HILL
 LX4703'NO 3 1861 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX4703'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 93 FEET
 LX4703'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE AT AND T BUILDING
 LX4703'AND 58 FEET NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A PAVED
 LX4703'ROAD.
 LX4703'
 LX4703'BALD HILL 1861 1936, A STANDARD DISK STAMPED BALD HILL 1861 1936,
 LX4703'IS CEMENTED IN DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK FLUSH
 LX4703'WITH THE GROUND SURFACE.  IT IS 58.0 FEET NORTHWEST OF A POWERLINE
 LX4703'POLE WITH TRANSFORMER, 27.7 FEET WEST OF THE SOUTHWEST CORNER OF
 LX4703'THE AT AND T BUILDING, 27.5 FEET EAST OF A 10-INCH OAK TREE AND
 LX4703'15.5 FEET NORTH OF A 10-INCH OAK TREE.
 LX4703'
 LX4703'REFERENCE MARK 4, A STANDARD DISK STAMPED BALD HILL 1861 NO 4
 LX4703'1973, IS CEMENTED IN DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK
 LX4703'FLUSH WITH THE GROUND SURFACE.  IT IS 82.0 FEET WEST-SOUTHWEST OF A
 LX4703'20-INCH TWIN-TRUNK BIRCH TREE, 73.0 FEET NORTHEAST OF A 10-INCH
 LX4703'BIRCH TREE AND 64.0 FEET SOUTHWEST OF A 20-INCH TWIN-TRUCK BIRCH
 LX4703'TREE.
 LX4703'
 LX4703'NEAREST TOWN--WESTFORD.
 LX4703'
 LX4703'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 LX4703
 LX4703                          STATION RECOVERY (1977)
 LX4703
 LX4703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4703'THE STATION BALD HILL RM 3 WAS RECOVERED IN GOOD CONDITION.
 LX4703'THE OLD STATION BALD HILL 1861 1936 AND REFERENCE MARK 4 WERE
 LX4703'RECOVERED IN GOOD CONDITION.  THE TRAVERSE DISTANCE TO BALD
 LX4703'HILL 1861 1936 WAS FOUND SHORTER BY 0.004 METER.  THE DIRECTION
 LX4703'BETWEEN BALD HILL 1861 1936 AND REFERENCE MARK 4 CHECKED WITH
 LX4703'PREVIOUS OBSERVATIONS.
 LX4703'
 LX4703'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX4703'
 LX4703'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF STAFFORD
 LX4703'SPRINGS, 4-3/4 MILES SOUTHEAST OF STAFFORD AND ON THE PROPERTY
 LX4703'OF MRS. EVANGELINE LESLIE, RFD 2, SOUTHBRIDGE, MASSACHUSETT
 LX4703'01550.  PHONE NO. 974-1120.
 LX4703'
 LX4703'STATION MARK, STAMPED---BALD HILL NO 3 1861 1973---, A
 LX4703'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 LX4703'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 93 FEET
 LX4703'NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING AND 58 FEET
 LX4703'NORTH-NORTHEAST OF THE CENTER PAVED ROAD.
 LX4703'
 LX4703'BALD HILL 1861, STAMPED---BALD HILL 1861 1936---, A STANDARD
 LX4703'STATION MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS
 LX4703'FLUSH WITH THE GROUND.  IT IS 58 FEET NORTHWEST OF A POWER LINE
 LX4703'POLE, 28 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING, 27.5
 LX4703'EAST OF A 10-INCH OAK TREE AND 15.5 FEET NORTH OF A 10-INCH
 LX4703'OAK TREE.
 LX4703'
 LX4703'REFERENCE MARK 4, STAMPED---BALD HILL 1861 NO 4 1973---, A
 LX4703'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 LX4703'WITH THE GROUND.  IT IS 82 FEET WEST-SOUTHWEST OF A TWIN
 LX4703'TRUNK BIRCH TREE, 73 FEET NORTHEAST OF A 10-INCH BIRCH TREE,
 LX4703'64 FEET SOUTHWEST OF A TWIN TRUNK OAK TREE AND 9 FEET SOUTH
 LX4703'OF A METAL WITNESS POST.
 LX4703'
 LX4703'HEIGHT OF LIGHT SHOWN WAS 21.8 METERS.
 LX4703'
 LX4703'DESCRIBED BY L.K. ZURFLUH.
 LX4703
 LX4703                          STATION RECOVERY (1979)
 LX4703
 LX4703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX4703'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 LX4703'MARK 4 WAS FOUND DESTROYED.  THE TRAVERSE DISTANCE TO BALD
 LX4703'HILL 1861 WAS LONGER BY 0.004 METERS COMPARED TO 1977 DISTANCE.
 LX4703'NO OTHER COMPARISON OF DISTANCES OR DIRECTIONS COULD BE MADE.
 LX4703'AT THIS TIME.  A DISTANCE AND DIRECTION WAS MADE TO BALD HILL
 LX4703'1861 REFERENCE MARK 2 AT THIS TIME.
 LX4703'
 LX4703'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF STAFFORD SPRINGS,
 LX4703'4-3/4 MILES SOUTHEAST OF STAFFORD AND ON PROPERTY OWNED BY
 LX4703'MR. SHERWOOD BAUER, WOODSTOCK, CONNECTICUT (PHONE NUMBER
 LX4703'982-6006).
 LX4703'
 LX4703'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89
 LX4703'AND 190, WHICH IS ABOUT 5 MILES EAST OF STAFFORD SPRINGS,
 LX4703'GO NORTHEAST ON HIGHWAY 190 FOR 0.25 MILES TO A SIDE ROAD
 LX4703'LEFT.  TURN LEFT AND GO NORTHERLY UPHILL ON A PAVED ROAD FOR
 LX4703'0.4 MILE TO THE TOP OF THE HILL AND THE STATION NEAR THE BALD
 LX4703'HILL RADIO STATION.
 LX4703'
 LX4703'THE STATION IS A NGS REFERENCE MARK DISK
 LX4703'STAMPED---BALD HILL NO 3 1861 1973---,
 LX4703'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX4703'FLUSH WITH GROUND.  IT IS LOCATED
 LX4703'93 FEET NORTHWEST FROM THE NORTHWEST CORNER OF THE RADIO STATION AND
 LX4703'58 FEET NORTH-NORTHEAST FROM THE CENTER OF THE PAVED ROAD.
 LX4703'
 LX4703'STATION BALD HILL 1861 IS A STANDARD NGS DISK
 LX4703'STAMPED---BALD HILL 1861 1936---,
 LX4703'SET INTO A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 LX4703'GROUND WITH AN EXPOSED SURFACE OF 0.5 METERS SURROUNDED BY A
 LX4703'CHISELED TRIANGLE IN THE BEDROCK.
 LX4703'IT IS LOCATED
 LX4703'58 FEET NORTHWEST FROM A POWER LINE POLE,
 LX4703'28 FEET WEST FROM THE SOUTHWEST CORNER OF THE BUILDING,
 LX4703'27.5 FEET EAST FROM A 10-INCH OAK TREE AND
 LX4703'15.5 FEET NORTH FROM A 10-INCH OAK TREE.
 LX4703'
 LX4703'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX4703'STAMPED---BALD HILL 1936 NO 2---,
 LX4703'SET INTO A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 LX4703'GROUND WITH AN EXPOSED SURFACE OF 3 METERS.
 LX4703'IT IS LOCATED
 LX4703'50 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BUILDING,
 LX4703'15 FEET NORTH FROM A 12-INCH OAK TREE AND
 LX4703'11.5 FEET WEST FROM A 10-INCH OAK TREE.
 LX4703'MARK IS ABOVE STATION 0.5 METERS.
 LX4703'
 LX4703'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX4703'
 LX4703'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX4703'BALD HILL 1861 USING STANDARDIZED TAPES.
 LX4703'
 LX4703'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX4703'
 LX4703'NO UNDERGROUND MARK WAS MENTIONED IN THE 1977 DESCRIPTION
 LX4703'FOR THIS STATION.
 LX4703'
 LX4703'DESCRIBED BY G.A. MEANS, CHECKED BY P.C. OSLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3807 ***********************************************************************
 LX3807  DESIGNATION -  BALD HILL RM 4
 LX3807  PID         -  LX3807
 LX3807  STATE/COUNTY-  CT/FAIRFIELD
 LX3807  USGS QUAD   -  NORWALK NORTH (1975)
 LX3807
 LX3807                         *CURRENT SURVEY CONTROL
 LX3807  ___________________________________________________________________
 LX3807* NAD 83(1996)-  41 12 49.13618(N)    073 28 40.63928(W)     ADJUSTED  
 LX3807* NAVD 88     -       198.15   (+/-2cm)     650.1    (feet)  VERTCON   
 LX3807  ___________________________________________________________________
 LX3807  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 LX3807  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3807
 LX3807  HORZ ORDER  -  FIRST
 LX3807  VERT ORDER  -  THIRD (See Below)
 LX3807
 LX3807.The horizontal coordinates were established by classical geodetic methods
 LX3807.and adjusted by the National Geodetic Survey in August 1998..
 LX3807
 LX3807.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3807.The vertical order pertains to the NGVD 29 superseded value.
 LX3807
 LX3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3807
 LX3807.The geoid height was determined by GEOID03.
 LX3807
 LX3807;                    North         East     Units Scale Factor Converg.
 LX3807;SPC CT       -   194,894.184   243,752.953   MT  0.99999865   -0 28 57.6
 LX3807;SPC CT       -   639,415.34    799,712.81   sFT  0.99999865   -0 28 57.6
 LX3807;SPC NY E     -   264,775.846   235,703.685   MT  0.99999037   +0 40 24.4
 LX3807;SPC NY E     -   868,685.42    773,304.51   sFT  0.99999037   +0 40 24.4
 LX3807;UTM  18      - 4,563,591.320   627,594.059   MT  0.99980036   +1 00 10.7
 LX3807
 LX3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3807!SPC CT       -   0.99997361  x   0.99999865  =   0.99997226
 LX3807!SPC NY E     -   0.99997361  x   0.99999037  =   0.99996398
 LX3807!UTM  18      -   0.99997361  x   0.99980036  =   0.99977398
 LX3807
 LX3807|---------------------------------------------------------------------|
 LX3807| PID    Reference Object                     Distance      Geod. Az  |
 LX3807|                                                           dddmmss.s |
 LX3807| LX3809 BALD HILL RESET                      22.102 METERS 02638     |
 LX3807| CB2682 BALD HILL RM 1                       18.805 METERS 06223     |
 LX3807| LX3876 HIGH RIDGE                          APPROX. 8.6 KM 2433138.6 |
 LX3807| LX3874 BOUTONVILLE RM 3                    APPROX. 8.7 KM 2933219.7 |
 LX3807| LX3826 RIDGEFIELD WATER CO S SPIPE         APPROX. 8.7 KM 3330955.0 |
 LX3807|---------------------------------------------------------------------|
 LX3807
 LX3807                          SUPERSEDED SURVEY CONTROL
 LX3807
 LX3807  NAD 83(1992)-  41 12 49.13541(N)    073 28 40.63895(W) AD(       ) 1
 LX3807  NAD 83(1986)-  41 12 49.13795(N)    073 28 40.63969(W) AD(       ) 1
 LX3807  NAD 27      -  41 12 48.79222(N)    073 28 42.19812(W) AD(       ) 1
 LX3807  NGVD 29 (10/23/89)  198.47   (m)          651.1    (f) LEVELING    3  
 LX3807
 LX3807.Superseded values are not recommended for survey control.
 LX3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3807.See file dsdata.txt to determine how the superseded data were derived.
 LX3807
 LX3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2759463591(NAD 83)
 LX3807_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3807_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3807
 LX3807  HISTORY     - Date     Condition        Report By
 LX3807  HISTORY     - 1966     MONUMENTED       CGS
 LX3807  HISTORY     - 1983     GOOD             NGS
 LX3807
 LX3807                          STATION DESCRIPTION
 LX3807
 LX3807'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3807'THE STATION IS LOCATED ON A HILL LOCALLY KNOWN AS BALD HILL,
 LX3807'ABOUT 5 MILES SOUTH-SOUTHEAST OF RIDGEFIELD, 1 MILE NORTH OF
 LX3807'NORTH WILTON, 0.15 MILE WEST OF STATE HIGHWAY 33, 0.2 MILE
 LX3807'EAST-NORTHEAST OF THE NEW YORK-CONNECTICUT STATE LINE AND ON
 LX3807'PROPERTY OF MR. ALFRED HEDGES.
 LX3807'
 LX3807'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 LX3807'35 AND 33, ABOUT 0.6 MILE SOUTH OF RIDGEFIELD, GO SOUTH ON STATE
 LX3807'HIGHWAY 33 FOR 3.8 MILES TO THE WILTON VOLUNTEER FIRE DEPARTMENT
 LX3807'BUILDING ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 33 FOR 0.15
 LX3807'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON CARRIAGE
 LX3807'ROAD FOR 0.25 MILE TO A FORK.  BEAR LEFT AND GO SOUTHWEST ON A
 LX3807'PAVED STREET FOR 0.25 MILE TO A SIDE ROAD LEFT, JUST BEFORE
 LX3807'REACHING A Y-INTERSECTION.  TURN LEFT, UPHILL, ON A PRIVATE ROAD
 LX3807'FOR 0.05 MILE TO A FORK.  BEAR RIGHT AND GO SOUTH ON A PRIVATE
 LX3807'ROAD FOR 0.05 MILE TO THE SUMMIT OF THE HILL AND THE STATION ON
 LX3807'THE RIGHT.
 LX3807'
 LX3807'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED BALD HILL
 LX3807'1833 1938 NO 4 1966, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX3807'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 LX3807'SURFACE.  IT IS 99.4 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER
 LX3807'OF A HOUSE, 80.3 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A
 LX3807'GARAGE AND 29 FEET WEST OF THE CENTER OF A ROCK DRIVE.
 LX3807'
 LX3807'NOTE--SEE DESCRIPTION FOR BALD HILL 1833 1938 1966 FOR
 LX3807'ADDITIONAL INFORMATION.
 LX3807'
 LX3807'HEIGHT OF LIGHT ABOVE STATION MARK 25.2 METERS.
 LX3807
 LX3807                          STATION RECOVERY (1983)
 LX3807
 LX3807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3807'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1966.
 LX3807'STATION COULD NOT BE USED DUE TO ORNAMENTAL PLANTS SO REFERENCE
 LX3807'MARK 5 WAS ESTABLISHED AND OCCUPIED.  A TAPED TRAVERSE WAS
 LX3807'MADE TO REFERENCE MARK 5.  NO LIGHT SHOWN FROM THIS
 LX3807'STATION.
 LX3807'
 LX3807'DESCRIBED BY J.N. LEONHARDT, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7420 ***********************************************************************
 LX7420  DESIGNATION -  BALD HILL RM 5
 LX7420  PID         -  LX7420
 LX7420  STATE/COUNTY-  CT/FAIRFIELD
 LX7420  USGS QUAD   -  NORWALK NORTH (1975)
 LX7420
 LX7420                         *CURRENT SURVEY CONTROL
 LX7420  ___________________________________________________________________
 LX7420* NAD 83(1996)-  41 12 48.68907(N)    073 28 41.16470(W)     ADJUSTED  
 LX7420* NAVD 88     -       195.9    (meters)     643.     (feet)  VERTCON   
 LX7420  ___________________________________________________________________
 LX7420  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 LX7420  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX7420
 LX7420  HORZ ORDER  -  FIRST
 LX7420
 LX7420.The horizontal coordinates were established by classical geodetic methods
 LX7420.and adjusted by the National Geodetic Survey in August 1998..
 LX7420
 LX7420.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7420
 LX7420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7420
 LX7420.The geoid height was determined by GEOID03.
 LX7420
 LX7420;                    North         East     Units Scale Factor Converg.
 LX7420;SPC CT       -   194,880.494   243,740.597   MT  0.99999866   -0 28 58.0
 LX7420;SPC CT       -   639,370.42    799,672.28   sFT  0.99999866   -0 28 58.0
 LX7420;SPC NY E     -   264,761.910   235,691.609   MT  0.99999034   +0 40 24.0
 LX7420;SPC NY E     -   868,639.70    773,264.89   sFT  0.99999034   +0 40 24.0
 LX7420;UTM  18      - 4,563,577.317   627,582.065   MT  0.99980033   +1 00 10.3
 LX7420
 LX7420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7420!SPC CT       -   0.99997396  x   0.99999866  =   0.99997262
 LX7420!SPC NY E     -   0.99997396  x   0.99999034  =   0.99996430
 LX7420!UTM  18      -   0.99997396  x   0.99980033  =   0.99977429
 LX7420
 LX7420                          SUPERSEDED SURVEY CONTROL
 LX7420
 LX7420  NAD 83(1992)-  41 12 48.68820(N)    073 28 41.16447(W) AD(       ) 1
 LX7420  NAD 83(1986)-  41 12 48.69060(N)    073 28 41.16540(W) AD(       ) 1
 LX7420  NAD 83(1986)-  41 12 48.69069(N)    073 28 41.16527(W) AD(       ) 1
 LX7420  NGVD 29 (10/23/89)  196.3    (m)          644.     (f) VERT ANG       
 LX7420
 LX7420.Superseded values are not recommended for survey control.
 LX7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7420.See file dsdata.txt to determine how the superseded data were derived.
 LX7420
 LX7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2758263577(NAD 83)
 LX7420_MARKER: DR = REFERENCE MARK DISK
 LX7420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7420+STABILITY: SURFACE MOTION
 LX7420
 LX7420  HISTORY     - Date     Condition        Report By
 LX7420  HISTORY     - 1983     MONUMENTED       NGS
 LX7420
 LX7420                          STATION DESCRIPTION
 LX7420
 LX7420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7420'BALD HILL 1833 REFERENCE MARK 4 WAS RECOVERED BUT NOT
 LX7420'REOCCUPIED AT LANDOWNERS REQUEST.  REFERENCE MARK 5 WAS
 LX7420'SET AND A TOWER WAS BUILT OVER IT.  A TAPE TRAVERSE TIE
 LX7420'WAS MADE FROM REFERENCE MARK 4 TO REFERENCE MARK 5.
 LX7420'
 LX7420'THE STATION IS LOCATED ON A HILL LOCALLY KNOWN AS BALD HILL,
 LX7420'ABOUT 8.0 KM (5.0 MI) SOUTH-SOUTHWEST OF RIDGEFIELD,
 LX7420'1.6 KM (1.0 MI) NORTH OF NORTH WILTON, 0.25 KM (0.15 MI) WEST
 LX7420'OF STATE HIGHWAY 33, 0.3 KM (0.2 MI) EAST-NORTHEAST OF THE NEW
 LX7420'YORK-CONNECTICUT STATE LINE AND ON PRIVATE PROPERTY.
 LX7420'OWNERSHIP--MR ALFRED HEDGE, 95 CARRIAGE ROAD, WILTON CT 06897,
 LX7420'PHONE 203-762-5087.
 LX7420'
 LX7420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND
 LX7420'STATE HIGHWAYS 33 AND 106 IN WILTON, GO WEST ON HIGHWAYS
 LX7420'33 AND 106 FOR 0.7 KM (0.45 MI) TO A ROAD LEFT. CONTINUE
 LX7420'AHEAD, NORTHWEST ON HIGHWAY 33 FOR 3.2 KM (2.05 MI) TO
 LX7420'DEFOREST ROAD ON LEFT. CONTINUE AHEAD FOR 1.4 KM (0.9 MI) TO
 LX7420'CARRIAGE ROAD ON LEFT. TURN LEFT ON CARRIAGE ROAD FOR 0.4 KM
 LX7420'(0.25 MI) TO A FORK. KEEP LEFT ON CARRIAGE ROAD FOR 0.4 KM
 LX7420'(0.25 MI) TO A DRIVEWAY ON LEFT BETWEEN TWO MAIL BOXES NUMBERED
 LX7420'93 AND 97. TURN LEFT UPHILL AND GO 0.1 KM (0.05 MI) TO A
 LX7420'FORK.  KEEP RIGHT FOR 0.1 KM (0.05 MI) TO THE END OF A DRIVEWAY,
 LX7420'AT A HOUSE AND STATION ON RIGHT.
 LX7420'
 LX7420'THE STATION IS A STANDARD NGS DISK
 LX7420'STAMPED---BALD HILL 1833 NO 5 1983---,
 LX7420'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7420'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7420'19.81 METERS (65.0 FT) NORTH-NORTHWEST FROM A FOUR TRUNK TREE,
 LX7420'0.7 METER IN DIAMETER,
 LX7420'17.68 METERS (58.0 FT) SOUTHWEST FROM A TWIN TRUNK PINE TREE,
 LX7420'9.75 METERS (32.0 FT) EAST FROM A ROCK WALL BOUNDARY LINE AND
 LX7420'1.52 METERS (5.0 FT) EAST FROM A WITNESS POST.
 LX7420'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7420'STAMPED---BALD HILL 1833 NO 5 1983---,
 LX7420'AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7420'
 LX7420'REFERENCE MARK NUMBER 1 IS A WESTCHESTER COUNTY CONTROL SURVEY DISK
 LX7420'STAMPED---NO 1---,
 LX7420'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7420'11.58 METERS (38.0 FT) SOUTHWEST FROM NORTHWEST CORNER OF HOUSE,
 LX7420'9.75 METERS (32.0 FT) EAST FROM THE APPROXIMATE CENTER OF A
 LX7420'GRAVEL DRIVEWAY AND
 LX7420'9.72 METERS (31.9 FT) WEST-NORTHWEST FROM THE MAIN ENTRANCE OF
 LX7420'HOUSE.
 LX7420'MARK IS ABOVE STATION 1.5 METERS.
 LX7420'
 LX7420'REFERENCE MARK NUMBER 2 IS A WESTCHESTER COUNTY CONTROL SURVEY DISK
 LX7420'STAMPED---NO II---,
 LX7420'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7420'7.01 METERS (23.0 FT) WEST FROM THE APPROXIMATE CENTER OF GRAVEL
 LX7420'DRIVEWAY,
 LX7420'6.71 METERS (22.0 FT) EAST-NORTHEAST FROM A TWIN TRUNK BIRCH TREE
 LX7420'AND
 LX7420'5.33 METERS (17.5 FT) SOUTH FROM A 0.5 METER PINE TREE.
 LX7420'MARK IS ABOVE STATION 1.5 METERS.
 LX7420'
 LX7420'REFERENCE MARK NUMBER 3 IS A WESTCHESTER COUNTY CONTROL SURVEY DISK
 LX7420'STAMPED---NO III---,
 LX7420'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7420'21.49 METERS (70.5 FT) NORTHWEST FROM NORTHWEST CORNER OF THE
 LX7420'HOUSE,
 LX7420'13.29 METERS (43.6 FT) EAST FROM APPROXIMATE CENTER OF GRAVEL
 LX7420'DRIVEWAY.
 LX7420'MARK IS ABOVE STATION 1.5 METERS.
 LX7420'
 LX7420'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX7420'STAMPED---BALD HILL 1833 1938 NO 4 1966---,
 LX7420'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7420'FLUSH WITH GROUND.  IT IS LOCATED
 LX7420'30.30 METERS (99.4 FT) WEST-SOUTHWEST FROM NORTHWEST CORNER OF
 LX7420'HOUSE,
 LX7420'24.48 METERS (80.3 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF
 LX7420'GARAGE AND
 LX7420'8.84 METERS (29.0 FT) WEST FROM THE APPROXIMATE CENTER OF ROCK
 LX7420'DRIVEWAY.
 LX7420'
 LX7420'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE UNABLE TO
 LX7420'MAKE MEASUREMENTS DUE TO ORNAMENTAL PLANTS AND TREES.
 LX7420'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7420'
 LX7420'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE
 LX7420'
 LX7420'DESCRIBED BY J.N. LEONHARDT, CHECKED BY B.L. LAMBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7639 ***********************************************************************
 LX7639  DESIGNATION -  BALDWIN RESET
 LX7639  PID         -  LX7639
 LX7639  STATE/COUNTY-  CT/NEW HAVEN
 LX7639  USGS QUAD   -  NEW HAVEN (1984)
 LX7639
 LX7639                         *CURRENT SURVEY CONTROL
 LX7639  ___________________________________________________________________
 LX7639* NAD 83(1996)-  41 20 59.16578(N)    072 58 27.76995(W)     ADJUSTED  
 LX7639* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 LX7639  ___________________________________________________________________
 LX7639  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LX7639  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX7639
 LX7639  HORZ ORDER  -  THIRD
 LX7639
 LX7639.The horizontal coordinates were established by classical geodetic methods
 LX7639.and adjusted by the National Geodetic Survey in August 1998..
 LX7639
 LX7639.The orthometric height was scaled from a topographic map.
 LX7639
 LX7639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7639
 LX7639.The geoid height was determined by GEOID03.
 LX7639
 LX7639;                    North         East     Units Scale Factor Converg.
 LX7639;SPC CT       -   209,778.639   286,022.703   MT  0.99998826   -0 08 55.6
 LX7639;SPC CT       -   688,248.75    938,392.82   sFT  0.99998826   -0 08 55.6
 LX7639;UTM  18      - 4,579,565.268   669,458.496   MT  0.99995341   +1 20 18.8
 LX7639
 LX7639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7639!SPC CT       -   0.99998272  x   0.99998826  =   0.99997098
 LX7639!UTM  18      -   0.99998272  x   0.99995341  =   0.99993613
 LX7639
 LX7639|---------------------------------------------------------------------|
 LX7639| PID    Reference Object                     Distance      Geod. Az  |
 LX7639|                                                           dddmmss.s |
 LX7639| CZ7014 BALDWIN RM 1                          8.998 METERS 03548     |
 LX7639| CZ7015 BALDWIN RM 2                         13.232 METERS 17019     |
 LX7639| LX3646 PECK HILL                           APPROX. 6.3 KM 2931938.1 |
 LX7639|---------------------------------------------------------------------|
 LX7639
 LX7639                          SUPERSEDED SURVEY CONTROL
 LX7639
 LX7639  NAD 83(1992)-  41 20 59.16490(N)    072 58 27.76986(W) AD(       ) 3
 LX7639  NAD 83(1986)-  41 20 59.16575(N)    072 58 27.77424(W) AD(       ) 3
 LX7639
 LX7639.Superseded values are not recommended for survey control.
 LX7639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7639.See file dsdata.txt to determine how the superseded data were derived.
 LX7639
 LX7639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6945879565(NAD 83)
 LX7639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7639_SETTING: 66 = SET IN ROCK OUTCROP
 LX7639_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7639+STABILITY: POSITION/ELEVATION WELL
 LX7639
 LX7639  HISTORY     - Date     Condition        Report By
 LX7639  HISTORY     - 1981     MONUMENTED       NGS
 LX7639
 LX7639                          STATION DESCRIPTION
 LX7639
 LX7639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LX7639'THE STATION MARK WAS RECOVERED WITH THE TOP OF THE DISK MISSING BUT
 LX7639'THE STEM WAS SOLID IN PLACE.  A NEW DISK WAS SET HOLDING THE CENTER OF
 LX7639'THE STEM AS THE POINT.  REFERENCE MARK 2 WAS RECOVERED IN GOOD
 LX7639'CONDITION.  THE DRILL HOLE FOR REFERENCE MARK 1 WAS RECOVERED.  A NEW
 LX7639'DISK WAS SET HOLDING THE CENTER OF THE DRILL HOLE AS THE POINT.  THE
 LX7639'DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.  A SHORTER DISTANCE OF
 LX7639'0.22 FT TO REFERENCE MARK 1 AND 0.06 FT TO REFERENCE MARK 2 WAS NOTED
 LX7639'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LX7639'
 LX7639'THE STATION IS LOCATED ABOUT 8.0 KM (5 MI) NORTH OF NEW HAVEN, 5.6 KM
 LX7639'(3.5 MI) WEST-SOUTHWEST OF HAMDEN AND ON A HIGH TIMBERED HILL ABOVE
 LX7639'AN OLD ROCK QUARRY.  OWNERSHIP--DEPARTMENT OF ENVIRONMENTAL PROTECTION
 LX7639'WILLIAM F. MILLER, CHIEF OF PARKS AND RECREATION, STATE OFFICE
 LX7639'BUILDING, HARTFORD, CT, 06115, TELEPHONE 566-2304.
 LX7639'
 LX7639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 63 IN
 LX7639'THE NORTHWEST SECTION OF NEW HAVEN, GO NORTHEAST ON HIGHWAY 10, FITCH
 LX7639'STREET, FOR 1.1 KM (0.7 MI) TO A SIDE ROAD LEFT, JUST AFTER PASSING
 LX7639'UNDER A PEDESTRIAN CROSSWALK.  TURN LEFT AND GO NORTHWEST ON
 LX7639'WINTERGREEN AVENUE FOR 1 KM (0.6 MI) TO A FORK, JUST PAST LANDFILL
 LX7639'ENTRANCE.  TAKE LEFT FORK AND GO NORTHWEST ON PAVED ROAD FOR 0.2 KM
 LX7639'(0.1 MI) TO A T-ROAD.  TURN RIGHT AND GO NORTH ON WINTERGREEN AVENUE
 LX7639'FOR 0.6 KM (0.35 MI) TO A CROSS STREET.  TURN LEFT AND GO NORTHWEST ON
 LX7639'WINTERGREEN AVENUE FOR 0.4 KM (0.25 MI) TO A LOCKED GATE ON THE LEFT,
 LX7639'AT A FORK.  GO WEST, PASSING THROUGH GATE AND GO WEST ON PAVED ROAD
 LX7639'FOR 0.2 KM (0.1 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 LX7639'A WINDING ROAD FOR 1.6 KM (1 MI) TO THE STATION ON THE LEFT, IN THE
 LX7639'WOODS.
 LX7639'
 LX7639'THE STATION IS A STANDARD NGS DISK STAMPED--BALDWIN 1941
 LX7639'1981--CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 1 FT
 LX7639'(0.30 METER).
 LX7639'
 LX7639'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--BALDWIN 1941 NO 1
 LX7639'1981--SET INTO ROCK OUTCROP AND 0.6 METER (2 FT) HIGHER THAN THE
 LX7639'STATION.
 LX7639'
 LX7639'REFERNCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BALDWIN RM 2
 LX7639'1941--SET INTO ROCK OUTCROP AND 0.3 METER (1 FT) LOWER THAN THE
 LX7639'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2051 ***********************************************************************
 MZ2051  DESIGNATION -  BALL PEAK MT RIGA
 MZ2051  PID         -  MZ2051
 MZ2051  STATE/COUNTY-  CT/LITCHFIELD
 MZ2051  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2051
 MZ2051                         *CURRENT SURVEY CONTROL
 MZ2051  ___________________________________________________________________
 MZ2051* NAD 83(1996)-  42 00 43.22040(N)    073 27 56.32808(W)     ADJUSTED  
 MZ2051* NAVD 88     -       611.1    (meters)    2005.     (feet)  VERTCON   
 MZ2051  ___________________________________________________________________
 MZ2051  LAPLACE CORR-           7.87  (seconds)                    DEFLEC99
 MZ2051  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 MZ2051
 MZ2051  HORZ ORDER  -  THIRD
 MZ2051
 MZ2051.The horizontal coordinates were established by classical geodetic methods
 MZ2051.and adjusted by the National Geodetic Survey in August 1998..
 MZ2051
 MZ2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2051
 MZ2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2051
 MZ2051.The geoid height was determined by GEOID03.
 MZ2051
 MZ2051;                    North         East     Units Scale Factor Converg.
 MZ2051;SPC CT       -   283,551.933   245,519.496   MT  1.00001795   -0 28 28.3
 MZ2051;SPC CT       -   930,286.63    805,508.55   sFT  1.00001795   -0 28 28.3
 MZ2051;SPC NY E     -   353,451.025   235,672.775   MT  0.99999029   +0 41 32.4
 MZ2051;SPC NY E     - 1,159,613.90    773,203.10   sFT  0.99999029   +0 41 32.4
 MZ2051;SPC MA M     -   864,278.762    37,194.595   MT  0.99996994   -1 19 13.4
 MZ2051;SPC MA M     - 2,835,554.57    122,029.27   sFT  0.99996994   -1 19 13.4
 MZ2051;UTM  18      - 4,652,247.908   627,049.214   MT  0.99979862   +1 01 37.4
 MZ2051
 MZ2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2051!SPC CT       -   0.99990892  x   1.00001795  =   0.99992687
 MZ2051!SPC NY E     -   0.99990892  x   0.99999029  =   0.99989921
 MZ2051!SPC MA M     -   0.99990892  x   0.99996994  =   0.99987887
 MZ2051!UTM  18      -   0.99990892  x   0.99979862  =   0.99970756
 MZ2051
 MZ2051:                Primary Azimuth Mark                     Grid Az
 MZ2051:SPC CT       -  HAMLIN                                   247 21 20.6
 MZ2051:SPC NY E     -  HAMLIN                                   246 11 19.9
 MZ2051:SPC MA M     -  HAMLIN                                   248 12 05.7
 MZ2051:UTM  18      -  HAMLIN                                   245 51 14.9
 MZ2051
 MZ2051|---------------------------------------------------------------------|
 MZ2051| PID    Reference Object                     Distance      Geod. Az  |
 MZ2051|                                                           dddmmss.s |
 MZ2051| LX4418 HAMLIN                              APPROX. 7.3 KM 2465252.3 |
 MZ2051|---------------------------------------------------------------------|
 MZ2051
 MZ2051                          SUPERSEDED SURVEY CONTROL
 MZ2051
 MZ2051  NAD 83(1996)-  42 00 43.22046(N)    073 27 56.32818(W) AD(       ) 3
 MZ2051  NAD 83(1992)-  42 00 43.22115(N)    073 27 56.32910(W) AD(       ) 3
 MZ2051  NAD 83(1992)-  42 00 43.22181(N)    073 27 56.32924(W) AD(       ) 3
 MZ2051  NAD 83(1986)-  42 00 43.22135(N)    073 27 56.32553(W) AD(       ) 3
 MZ2051  NAD 27      -  42 00 42.88482(N)    073 27 57.89164(W) AD(       ) 3
 MZ2051  NGVD 29 (07/14/89)  611.3    (m)         2006.     (f) VERT ANG       
 MZ2051
 MZ2051.Superseded values are not recommended for survey control.
 MZ2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2051.See file dsdata.txt to determine how the superseded data were derived.
 MZ2051
 MZ2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2704952248(NAD 83)
 MZ2051_MARKER: H = DRILL HOLE
 MZ2051_SETTING: 0 = UNSPECIFIED SETTING
 MZ2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2051
 MZ2051  HISTORY     - Date     Condition        Report By
 MZ2051  HISTORY     - UNK      MONUMENTED
 MZ2051  HISTORY     - 1984     GOOD             NGS
 MZ2051
 MZ2051                          STATION DESCRIPTION
 MZ2051
 MZ2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 MZ2051'THE STATION WAS RECOVERED AT THIS DATE.
 MZ2051'A NEW DESCRIPTION FOLLOWS.
 MZ2051'
 MZ2051'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI)
 MZ2051'NORTHWEST OF SALISBURY, 4.2 KM (2.6 MI) SOUTH OF THE MASSACHUSETTS
 MZ2051'STATE BOUNDRY LINE, 1.9 KM (1.2 MI) EAST OF THE NEW YORK STATE
 MZ2051'BOUNDRY LINE, 0.2 KM (0.1 MI) EAST OF MT WASHINGTON ROAD AND ON
 MZ2051'BALD PEAK.
 MZ2051'OWNERSHIP--MOUNT RIGA CORPORATION, MR DONALD WARNER, P O BOX 212,
 MZ2051'SHARON CT 06069, PHONE 203-364-0770.
 MZ2051'
 MZ2051'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73 AND 41
 MZ2051'SOUTH, ON THE WEST EDGE OF SOUTH EGREMONT, MA, GO SOUTH ON HIGHWAY
 MZ2051'41 FOR 0.2 KM (0.15 MI) TO A ROAD RIGHT AND SIGN MT WASHINGTON 8 MT
 MZ2051'EVERETT 8. TURN RIGHT, WESTERLY FOR 2.7 KM (1.65 MI) ON MT
 MZ2051'WASHINGTON ROAD TO A CROSSROAD. CONTINUE AHEAD FOR 8.9 KM (5.5 MI)
 MZ2051'TO THE ENTRANCE TO MT EVERETT STATE PARK ON THE LEFT. CONTINUE
 MZ2051'AHEAD SOUTHERLY FOR 2.9 KM (1.8 MI) TO THE END OF PAVEMENT.
 MZ2051'CONTINUE AHEAD, SOUTH, ON DIRT ROAD 3.5 KM (2.2 MI) TO THE STATE
 MZ2051'BOUNDARY LINE AND MONUMENT ON THE LEFT. CONTINUE SOUTH ON DIRT ROAD
 MZ2051'FOR 4.3 KM (2.2 MI) TO A SMALL PARKING AREA ON THE LEFT AND SIGNS
 MZ2051'FOR AUDOBON TRAIL, BALD PEAK AND MT RIGA. TURN LEFT INTO PARKING
 MZ2051'AREA AND END OF TRUCK TRAVEL. FOLLOW TRAIL EASTERLY FOR 0.2 KM (0.1
 MZ2051'MI) TO HIGH GROUND AND STATION SITE.
 MZ2051'
 MZ2051'THE STATION IS A DRILL HOLE IN ROCK
 MZ2051'THAT IS ---UNSTAMPED---,
 MZ2051'AND LOCATED
 MZ2051'6.4 METERS (21 FT) NORTHWEST FROM THE STATION MARK FOR RIGA CTGS.
 MZ2051'
 MZ2051'A PRECISE TAPED TRAVERSE WAS MADE TO STATION RIGA CTGS.
 MZ2051'
 MZ2051'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4822 ***********************************************************************
 LX4822  DESIGNATION -  BALLY
 LX4822  PID         -  LX4822
 LX4822  STATE/COUNTY-  CT/WINDHAM
 LX4822  USGS QUAD   -  WILLIMANTIC (1984)
 LX4822
 LX4822                         *CURRENT SURVEY CONTROL
 LX4822  ___________________________________________________________________
 LX4822* NAD 83(1996)-  41 42 55.76869(N)    072 09 38.09270(W)     ADJUSTED  
 LX4822* NAVD 88     -       139.8    (meters)     459.     (feet)  VERTCON   
 LX4822  ___________________________________________________________________
 LX4822  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LX4822  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX4822
 LX4822  HORZ ORDER  -  FIRST
 LX4822
 LX4822.The horizontal coordinates were established by classical geodetic methods
 LX4822.and adjusted by the National Geodetic Survey in August 1998..
 LX4822
 LX4822.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4822
 LX4822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4822
 LX4822.The geoid height was determined by GEOID03.
 LX4822
 LX4822;                    North         East     Units Scale Factor Converg.
 LX4822;SPC CT       -   250,539.673   353,850.359   MT  0.99998816   +0 23 27.0
 LX4822;SPC CT       -   821,978.91  1,160,924.05   sFT  0.99998816   +0 23 27.0
 LX4822;UTM  18      - 4,622,084.772   736,209.702   MT  1.00028665   +1 53 25.1
 LX4822
 LX4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4822!SPC CT       -   0.99998276  x   0.99998816  =   0.99997092
 LX4822!UTM  18      -   0.99998276  x   1.00028665  =   1.00026941
 LX4822
 LX4822|---------------------------------------------------------------------|
 LX4822| PID    Reference Object                     Distance      Geod. Az  |
 LX4822|                                                           dddmmss.s |
 LX4822| CZ7018 BALLY RM 3                           25.924 METERS 00053     |
 LX4822| LX4735 PARRISH                             APPROX. 5.3 KM 0533610.8 |
 LX4822| CZ7016 BALLY RM 1                           33.190 METERS 16143     |
 LX4822| LX4830 WILLIMANTIC KCE 84 MICROWAVE        APPROX. 5.9 KM 2315724.8 |
 LX4822| LX4826 WILLIMANTIC RAD WILI MAST           APPROX. 2.4 KM 2695644.3 |
 LX4822| CZ7017 BALLY RM 2                           33.499 METERS 27554     |
 LX4822| LX4823 AIRPORT BCN WINDHAM APT             APPROX. 3.2 KM 3305355.6 |
 LX4822|---------------------------------------------------------------------|
 LX4822
 LX4822                          SUPERSEDED SURVEY CONTROL
 LX4822
 LX4822  NAD 83(1996)-  41 42 55.76808(N)    072 09 38.09236(W) AD(       ) 1
 LX4822  NAD 83(1992)-  41 42 55.76807(N)    072 09 38.09234(W) AD(       ) 1
 LX4822  NAD 83(1992)-  41 42 55.76873(N)    072 09 38.09337(W) AD(       ) 1
 LX4822  NAD 83(1986)-  41 42 55.76905(N)    072 09 38.09325(W) AD(       ) 1
 LX4822  NAD 27      -  41 42 55.41272(N)    072 09 39.81348(W) AD(       ) 1
 LX4822  NGVD 29 (07/19/86)  140.1    (m)          460.     (f) VERT ANG       
 LX4822
 LX4822.Superseded values are not recommended for survey control.
 LX4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4822.See file dsdata.txt to determine how the superseded data were derived.
 LX4822
 LX4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3621022085(NAD 83)
 LX4822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4822+STABILITY: SURFACE MOTION
 LX4822
 LX4822  HISTORY     - Date     Condition        Report By
 LX4822  HISTORY     - 1975     MONUMENTED       NGS
 LX4822  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 LX4822
 LX4822                          STATION DESCRIPTION
 LX4822
 LX4822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4822'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF WILLIMATIC, 1
 LX4822'MILE NORTH OF WINDHAM AND ON PROPERTY OWNED BY MR. GEORGE
 LX4822'STIENMAN.
 LX4822'
 LX4822'TO REACH THE STATION FROM THE POST OFFICE IN WINDHAM, GO
 LX4822'EAST ON STATE HIGHWAY 14 FOR 0.3 MILE TO BALLAMAHACK ROAD ON THE
 LX4822'LEFT.  TURN LEFT AND GO NORTH ON BALLAMAHACK ROAD FOR 1.05 MILES
 LX4822'TO PEARL LANE ON THE LEFT.  TURN LEFT AND GO WEST ON PEARL LANE
 LX4822'FOR 0.2 MILE TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR
 LX4822'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4822'
 LX4822'STATION MARKS ARE STANDARD DISKS STAMPED BALLY 1975.  THE
 LX4822'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LX4822'THAT IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LX4822'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42 INCHES
 LX4822'BELOW THE GROUND SURFACE.  THEY ARE 31 FEET NORTHEAST OF A
 LX4822'TRIANGLE BLAZED TREE, 26 FEET SOUTH OF A 12-INCH TRIANGLE
 LX4822'BLAZED TREE, 23 FEET NORTH OF THE CENTER OF ROAD AND 5 FEET
 LX4822'SOUTHWEST OF A METAL WITNESS POST.
 LX4822'
 LX4822'REFERENCE MARK 1, STAMPED BALLY NO 1 1975 IS A STANDARD DISK
 LX4822'CEMENTED IN A DRILL HOLE IN A 3-FOOT BY 1-FOOT BY 1-FOOT
 LX4822'BOULDER.  IT IS 10.5 FEET SOUTHEAST OF A TRIANGLE BLAZED TREE,
 LX4822'5 FEET NORTHEAST OF A TWIN TRUNKED TREE AND 2.6 FEET NORTH OF A
 LX4822'METAL WITNESS POST.
 LX4822'
 LX4822'REFERENCE MARK 2, STAMPED BALLY NO 2 1975 IS A STANDARD DISK
 LX4822'CEMENTED IN A DRILL HOLE IN A 2-FOOT BY 1-FOOT BY 1-FOOT
 LX4822'BOULDER.  IT IS 7 FEET EAST OF A 6-INCH TRIANGLE BLAZED TREE,
 LX4822'7 FEET WEST OF A 12-INCH TRIANGLE BLAZED TREE AND 1.3 FEET SOUTH
 LX4822'OF A METAL WITNESS POST.
 LX4822'
 LX4822'REFERENCE MARK 3, STAMPED BALLY NO 3 1975 IS A STANDARD DISK
 LX4822'CEMENTED IN A DRILL HOLE IN A 3-FOOT BY 2-FOOT BY 1-FOOT
 LX4822'BOULDER.  IT IS 11.5 FEET NORTH OF A TRIANGLE BLAZED TREE,
 LX4822'9 FEET WEST OF A TWIN TRUNKED TREE AND 2 FEET EAST OF A METAL
 LX4822'WITNESS POST.
 LX4822'
 LX4822'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH AND
 LX4822'TREES ON LINE.
 LX4822'
 LX4822'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 LX4822
 LX4822                          STATION RECOVERY (1996)
 LX4822
 LX4822'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX4822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4895 ***********************************************************************
 LX4895  DESIGNATION -  BANNER LODGE GABLE
 LX4895  PID         -  LX4895
 LX4895  STATE/COUNTY-  CT/MIDDLESEX
 LX4895  USGS QUAD   -  MOODUS (1984)
 LX4895
 LX4895                         *CURRENT SURVEY CONTROL
 LX4895  ___________________________________________________________________
 LX4895* NAD 83(1996)-  41 30 55.62598(N)    072 27 47.53484(W)     ADJUSTED  
 LX4895* NAVD 88     -                                                        
 LX4895  ___________________________________________________________________
 LX4895  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX4895  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX4895
 LX4895  HORZ ORDER  -  THIRD
 LX4895
 LX4895.The horizontal coordinates were established by classical geodetic methods
 LX4895.and adjusted by the National Geodetic Survey in August 1998..
 LX4895
 LX4895
 LX4895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4895
 LX4895.The geoid height was determined by GEOID03.
 LX4895
 LX4895;                    North         East     Units Scale Factor Converg.
 LX4895;SPC CT       -   228,194.887   328,740.827   MT  0.99998319   +0 11 24.6
 LX4895;SPC CT       -   748,669.39  1,078,543.86   sFT  0.99998319   +0 11 24.6
 LX4895;UTM  18      - 4,599,086.889   711,686.196   MT  1.00015149   +1 40 55.4
 LX4895
 LX4895                          SUPERSEDED SURVEY CONTROL
 LX4895
 LX4895  NAD 83(1992)-  41 30 55.62529(N)    072 27 47.53462(W) AD(       ) 4
 LX4895  NAD 83(1986)-  41 30 55.62681(N)    072 27 47.53711(W) AD(       ) 4
 LX4895  NAD 27      -  41 30 55.26800(N)    072 27 49.24400(W) AD(       ) 3
 LX4895
 LX4895.Superseded values are not recommended for survey control.
 LX4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4895.See file dsdata.txt to determine how the superseded data were derived.
 LX4895
 LX4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1168699087(NAD 83)
 LX4895
 LX4895  HISTORY     - Date     Condition        Report By
 LX4895  HISTORY     - 1934     MONUMENTED       CGS
 LX4895  HISTORY     - 19971110 GOOD             USPSQD
 LX4895
 LX4895                          STATION DESCRIPTION
 LX4895
 LX4895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4895'THIS STATION IS ON THE DOMINANT BUILDING OF THE SUMMER RESORT
 LX4895'CALLED BANNER LODGE, THE PROPERTY OF JACK BANNER.  THE BUILDING
 LX4895'IS CONSPICUOUS BECAUSE OF ITS BROAD RED ROOF AND BRIGHT GREEN
 LX4895'SHINGLED SIDES.  THE WINDOW TRIM IS WHITE.  A ONE-STORY RED
 LX4895'ROOFED PORCH EXTENDS ALONG THE ENTIRE W SIDE.  THERE IS A
 LX4895'ONE-STORY WING EXTENDING TO THE EASTWARD.
 LX4895'
 LX4895'CENTER IS THE APEX OF THE S GABLE OF THE MAIN BUILDING.
 LX4895
 LX4895                          STATION RECOVERY (1997)
 LX4895
 LX4895'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX4895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3592 ***********************************************************************
 LX3592  DESIGNATION -  BANTAM MUN TANK
 LX3592  PID         -  LX3592
 LX3592  STATE/COUNTY-  CT/LITCHFIELD
 LX3592  USGS QUAD   -  LITCHFIELD (1984)
 LX3592
 LX3592                         *CURRENT SURVEY CONTROL
 LX3592  ___________________________________________________________________
 LX3592* NAD 83(1996)-  41 43 23.34579(N)    073 14 05.37218(W)     ADJUSTED  
 LX3592* NAVD 88     -                                                        
 LX3592  ___________________________________________________________________
 LX3592  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 LX3592  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX3592
 LX3592  HORZ ORDER  -  THIRD
 LX3592
 LX3592.The horizontal coordinates were established by classical geodetic methods
 LX3592.and adjusted by the National Geodetic Survey in August 1998..
 LX3592
 LX3592
 LX3592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3592
 LX3592.The geoid height was determined by GEOID03.
 LX3592
 LX3592;                    North         East     Units Scale Factor Converg.
 LX3592;SPC CT       -   251,336.360   264,459.472   MT  0.99998860   -0 19 17.3
 LX3592;SPC CT       -   824,592.71    867,647.45   sFT  0.99998860   -0 19 17.3
 LX3592;UTM  18      - 4,620,544.267   646,822.179   MT  0.99986527   +1 10 30.0
 LX3592
 LX3592                          SUPERSEDED SURVEY CONTROL
 LX3592
 LX3592  NAD 83(1996)-  41 43 23.34565(N)    073 14 05.37251(W) AD(       ) 4
 LX3592  NAD 83(1992)-  41 43 23.34589(N)    073 14 05.37257(W) AD(       ) 4
 LX3592  NAD 83(1992)-  41 43 23.34726(N)    073 14 05.37384(W) AD(       ) 4
 LX3592  NAD 83(1986)-  41 43 23.34704(N)    073 14 05.37434(W) AD(       ) 4
 LX3592  NAD 27      -  41 43 23.00031(N)    073 14 06.96411(W) AD(       ) 3
 LX3592
 LX3592.Superseded values are not recommended for survey control.
 LX3592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3592.See file dsdata.txt to determine how the superseded data were derived.
 LX3592
 LX3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4682220544(NAD 83)
 LX3592_MARKER: 53 = ELEVATED TANK
 LX3592
 LX3592  HISTORY     - Date     Condition        Report By
 LX3592  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3592
 LX3592                          STATION DESCRIPTION
 LX3592
 LX3592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3592'THE STATION, IS THE BALL ATOP THE CONICAL ROOFED,
 LX3592'CYLINDRICAL, BLACK, 4 LEGGED BANTAM MUNICIPAL
 LX3592'TANK, THAT IS ABOUT 33.5 METERS (110 FT) HIGH.
 LX3592'
 LX3592'THE STATION IS LOCATED 0.2 KM (0.1 MI) SOUTH OF U.S.
 LX3592'HIGHWAY 202, 0.2 KM (0.1 MI) EAST OF STATE HIGHWAY 209,
 LX3592'IN THE CENTRAL SECTION OF TOWN, BEHIND A LARGE BLOCK BUILDING.
 LX3592'OWNERSHIP--TOWN OF BANTAM, BANTAM CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3385 ***********************************************************************
 LW3385  DESIGNATION -  BAPTIST HILL
 LW3385  PID         -  LW3385
 LW3385  STATE/COUNTY-  CT/NEW LONDON
 LW3385  USGS QUAD   -  MYSTIC (1984)
 LW3385
 LW3385                         *CURRENT SURVEY CONTROL
 LW3385  ___________________________________________________________________
 LW3385* NAD 83(1996)-  41 21 08.23802(N)    071 58 55.18647(W)     ADJUSTED  
 LW3385* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 LW3385  ___________________________________________________________________
 LW3385  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 LW3385  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3385
 LW3385  HORZ ORDER  -  SECOND
 LW3385
 LW3385.The horizontal coordinates were established by classical geodetic methods
 LW3385.and adjusted by the National Geodetic Survey in August 1998..
 LW3385
 LW3385.The orthometric height was scaled from a topographic map.
 LW3385
 LW3385.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3385
 LW3385.The geoid height was determined by GEOID03.
 LW3385
 LW3385;                    North         East     Units Scale Factor Converg.
 LW3385;SPC CT       -   210,319.744   369,069.868   MT  0.99998813   +0 30 33.2
 LW3385;SPC CT       -   690,024.03  1,210,856.73   sFT  0.99998813   +0 30 33.2
 LW3385;SPC NY L     -   133,609.472   468,868.568   MT  1.00003327   +1 19 11.8
 LW3385;SPC NY L     -   438,350.41  1,538,279.63   sFT  1.00003327   +1 19 11.8
 LW3385;UTM  19      - 4,582,156.719   250,535.126   MT  1.00036595   -1 58 16.2
 LW3385;UTM  18      - 4,582,261.033   752,477.510   MT  1.00038457   +1 59 42.0
 LW3385
 LW3385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3385!SPC CT       -   0.99999748  x   0.99998813  =   0.99998561
 LW3385!SPC NY L     -   0.99999748  x   1.00003327  =   1.00003075
 LW3385!UTM  19      -   0.99999748  x   1.00036595  =   1.00036342
 LW3385!UTM  18      -   0.99999748  x   1.00038457  =   1.00038204
 LW3385
 LW3385|---------------------------------------------------------------------|
 LW3385| PID    Reference Object                     Distance      Geod. Az  |
 LW3385|                                                           dddmmss.s |
 LW3385| CB7089 BAPTIST HILL RM 2                    17.060 METERS 02607     |
 LW3385| LW3386 MYSTIC ELEV TANK                    APPROX. 0.8 KM 0273750.0 |
 LW3385| LW3363 MARCUS BARN GABLE                   APPROX. 6.8 KM 0793556.8 |
 LW3385| CB7090 BAPTIST HILL RM 3                     9.405 METERS 10906     |
 LW3385| LW3422 WILCOX FLAGPOLE                     APPROX. 3.6 KM 1134734.2 |
 LW3385| LW3418 STONINGTON OUTER BREAKWATER LT      APPROX. 7.4 KM 1224250.6 |
 LW3385| LW3424 BURROW COAL CO STACK                APPROX. 3.2 KM 1311001.0 |
 LW3385| LW3431 ALLENS CHIMNEY                      APPROX. 2.3 KM 1393238.4 |
 LW3385| LW3410 SIMMONS CHIMNEY                     APPROX. 8.3 KM 1440151.3 |
 LW3385| LW3434 ENDERS CUPOLA                       APPROX. 3.7 KM 1544046.3 |
 LW3385| LW3413 COAST GUARD CUPOLA                  APPROX. 8.3 KM 1573751.8 |
 LW3385| LW3423 CLUBHOUSE CHIMNEY                   APPROX. 8.5 KM 1600327.1 |
 LW3385| LW3382 NOANK BLACK TANK                    APPROX. 3.1 KM 1850036.2 |
 LW3385| LW3390 NOANK SPIRE                         APPROX. 2.9 KM 1872428.2 |
 LW3385| LX5320 CAMP TABOR BARN CUPOLA              APPROX.10.4 KM 1882443.2 |
 LW3385| LX5277 ST JOHNS CHURCH TOWER               APPROX.10.4 KM 1953753.4 |
 LW3385| LX5289 LONG POINT TANK                     APPROX. 4.5 KM 2094853.5 |
 LW3385| LX5328 CHASANBO TOWER                      APPROX. 2.5 KM 2602549.3 |
 LW3385| CB7088 BAPTIST HILL RM 1                    20.620 METERS 31534     |
 LW3385|---------------------------------------------------------------------|
 LW3385
 LW3385                          SUPERSEDED SURVEY CONTROL
 LW3385
 LW3385  NAD 83(1992)-  41 21 08.23678(N)    071 58 55.18554(W) AD(       ) 2
 LW3385  NAD 83(1986)-  41 21 08.23733(N)    071 58 55.18973(W) AD(       ) 2
 LW3385  NAD 27      -  41 21 07.88600(N)    071 58 56.92500(W) AD(       ) 2
 LW3385
 LW3385.Superseded values are not recommended for survey control.
 LW3385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3385.See file dsdata.txt to determine how the superseded data were derived.
 LW3385
 LW3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5053582157(NAD 83)
 LW3385_MARKER: DS = TRIANGULATION STATION DISK
 LW3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3385_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3385+STABILITY: SURFACE MOTION
 LW3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3385+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW3385
 LW3385  HISTORY     - Date     Condition        Report By
 LW3385  HISTORY     - 1934     MONUMENTED       CGS
 LW3385  HISTORY     - 1948     GOOD             CGS
 LW3385  HISTORY     - 1951     GOOD             CGS
 LW3385  HISTORY     - 1954     GOOD             CGS
 LW3385  HISTORY     - 1971     GOOD             CTGS
 LW3385  HISTORY     - 1984     GOOD             USPSQD
 LW3385  HISTORY     - 1990     GOOD             USPSQD
 LW3385  HISTORY     - 20020213 GOOD             USPSQD
 LW3385
 LW3385                          STATION DESCRIPTION
 LW3385
 LW3385'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3385'THE STATION IS LOCATED ON BAPTIST HILL, SOMETIMES CALLED OCEAN
 LW3385'VIEW HILL, 88 METERS SOUTHERLY OF THE BOSTON POST ROAD AND 37
 LW3385'METERS E OF OCEAN VIEW AVENUE, ON THE PROPERTY OF ARTHUR
 LW3385'PANCIERA.  IT IS MARKED BY A STANDARD DISC SET IN THE TOP OF A
 LW3385'12- BY 12- BY 30-INCH CONCRETE POST SET FLUSH WITH THE GROUND.
 LW3385'THE SUB-SURFACE MARK IS A STANDARD DISC SET IN AN IRREGULAR MASS
 LW3385'OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LW3385'
 LW3385'SURFACE, UNDERGROUND AND REFERENCE MARKS NO.1 AND NO.2 ARE
 LW3385'STANDARD BRONZE DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A,
 LW3385'7A AND 11A.
 LW3385'
 LW3385'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD DISCS
 LW3385'SET IN THE TOPS OF TWO 12- BY 12- BY 30-INCH CNCRETE POSTS NEAR
 LW3385'THE N PROPERTY LINE OF THE LOT.
 LW3385'
 LW3385'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LW3385
 LW3385                          STATION RECOVERY (1948)
 LW3385
 LW3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3385'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION WITH THE
 LW3385'FOLLOWING EXCEPTIONS--
 LW3385'
 LW3385'1.  REFERENCE MARK 1 IS APPROXIMATELY IN LINE WITH THE E END
 LW3385'OF RUSSEL W. POTTERS HOUSE AND IS APPROXIMATELY ON HIS S
 LW3385'BOUNDARY LINE.
 LW3385'
 LW3385'2.  REFERENCE MARK 2 IS UNDER A SMALL SPRUCE TREE IN THE SE
 LW3385'CORNER OF RUSSEL W. POTTERS LOT.
 LW3385
 LW3385                          STATION RECOVERY (1951)
 LW3385
 LW3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LW3385'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LW3385'GOOD CONDITION.  DUE TO NEW CONSTRUCTION, REFERENCE MARK 1 WAS
 LW3385'REMOVED, AND REFERENCE MARK 3 WAS SET.  THE FOLLOWING NOTES ARE
 LW3385'TO BE ADDED TO THE ORIGINAL DESCRIPTION OF G.C.M., 1934--
 LW3385'
 LW3385'THE PROPERTY IS NOW OWNED AND OCCUPIED BY NELSON HOLDRIDGE.
 LW3385'
 LW3385'REFERENCE MARK 3 IS E BY S OF THE STATION, AND ON THE SE CORNER
 LW3385'OF THE PROPERTY AS PER THE REQUEST OF THE OWNER.  IT IS A
 LW3385'STANDARD DISK, STAMPED BAPTIST HILL RM NO 3 1951 AND SET IN THE TOP
 LW3385'OF A 12- BY 12- BY 30-IN. CONCRETE POST PROJECTING 2 IN. ABOVE
 LW3385'GROUND.
 LW3385
 LW3385                          STATION RECOVERY (1954)
 LW3385
 LW3385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3385'STATION AND REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD
 LW3385'CONDITION.  ACCORDING TO THE OWNER OF THE PROPERTY, REFERENCE
 LW3385'MARK 1 WAS REMOVED AND REPLACED BY REFERENCE MARK 3 AT HIS
 LW3385'REQUEST.  NO DESCRIPTION INCORPORATING THE CHANGE WAS AVAILABLE
 LW3385'TO THE FIELD PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LW3385'
 LW3385'STATION IS LOCATED IN MYSTIC, ON BAPTIST HILL, 88 M. S OF U.S.
 LW3385'HIGHWAY 1, 37 M. E OF OCEAN VIEW AVENUE, ON THE PROPERTY OF THE
 LW3385'THIRD HOUSE S OF U.S. HIGHWAY 1, AND IN A FLOWERBED.  A STANDARD
 LW3385'DISK, STAMPED BAPTIST HILL 1934 AND SET IN THE TOP OF A 12- BY
 LW3385'12-IN. CONCRETE POST 3 IN. UNDERGROUND.
 LW3385'
 LW3385'REFERENCE MARK 2 IS NEAR THE NE CORNER OF THE PROPERTY, UNDER
 LW3385'THE S EDGE OF THE DENSE OVERHANGING BRANCHES OF A SPRUCE TREE,
 LW3385'AND 3 FT. E OF A POLE SUPPORTING A BIRDHOUSE.  A STANDARD DISK,
 LW3385'STAMPED BAPTIST HILL NO 2 1934 AND SET IN THE TOP OF A 12- BY
 LW3385'12-IN. CONCRETE MONUMENT FLUSH WITH THE GROUND.
 LW3385'
 LW3385'REFERENCE MARK 3 IS NEAR THE SE CORNER OF THE PROPERTY, AND
 LW3385'4.5 FT. N OF POWER POLE NO. 1292.  A STANDARD DISK, STAMPED
 LW3385'BAPTIST HILL NO 3 1951 AND SET IN THE TOP OF A 10-IN. CONCRETE
 LW3385'MONUMENT PROJECTING 2 IN.
 LW3385
 LW3385                          STATION RECOVERY (1971)
 LW3385
 LW3385'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (NNF)
 LW3385'BAPTIST HILL 1934 EXCELLENT
 LW3385'
 LW3385'BAPTIST HILL RM 3 EXCELLENT
 LW3385'
 LW3385'BAPTIST HILL RM 2 NOT FOUND
 LW3385'
 LW3385'RM 2 THOUGH NOT FOUND IT IS BELIEVED TO BE UNDER AN A FRAME
 LW3385'PLAYHOUSE TOO HEAVY TO BE LIFTED UP.
 LW3385
 LW3385                          STATION RECOVERY (1984)
 LW3385
 LW3385'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LW3385'BAPTIST HILL 1934 GOOD RECOVERED AS DESCRIBED.
 LW3385'
 LW3385'RM 2 1934 UNABLE TO CHECK, IT IS COVERED BY AN A-FRAME PLAY HOUSE.
 LW3385'
 LW3385'RM-3 1951 GOOD RECOVERED AS DESCRIBED.
 LW3385
 LW3385                          STATION RECOVERY (1990)
 LW3385
 LW3385'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3385'RECOVERED IN GOOD CONDITION.
 LW3385
 LW3385                          STATION RECOVERY (2002)
 LW3385
 LW3385'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW3385'STA, RM3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7285 ***********************************************************************
 LX7285  DESIGNATION -  BARBER RESET
 LX7285  PID         -  LX7285
 LX7285  STATE/COUNTY-  CT/HARTFORD
 LX7285  USGS QUAD   -  NEW HARTFORD (1984)
 LX7285
 LX7285                         *CURRENT SURVEY CONTROL
 LX7285  ___________________________________________________________________
 LX7285* NAD 83(1996)-  41 53 19.35933(N)    072 55 41.87161(W)     ADJUSTED  
 LX7285* NAVD 88     -       356.5    (meters)    1170.     (feet)  VERTCON   
 LX7285  ___________________________________________________________________
 LX7285  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 LX7285  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 LX7285
 LX7285  HORZ ORDER  -  FIRST
 LX7285
 LX7285.The horizontal coordinates were established by classical geodetic methods
 LX7285.and adjusted by the National Geodetic Survey in August 1998..
 LX7285
 LX7285.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7285
 LX7285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7285
 LX7285.The geoid height was determined by GEOID03.
 LX7285
 LX7285;                    North         East     Units Scale Factor Converg.
 LX7285;SPC CT       -   269,626.953   290,002.777   MT  1.00000231   -0 07 05.6
 LX7285;SPC CT       -   884,601.09    951,450.78   sFT  1.00000231   -0 07 05.6
 LX7285;SPC MA M     -   849,700.929    81,466.479   MT  0.99997929   -0 57 33.9
 LX7285;SPC MA M     - 2,787,727.13    267,277.94   sFT  0.99997929   -0 57 33.9
 LX7285;UTM  18      - 4,639,495.262   671,876.217   MT  0.99996352   +1 23 00.9
 LX7285
 LX7285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7285!SPC CT       -   0.99994861  x   1.00000231  =   0.99995092
 LX7285!SPC MA M     -   0.99994861  x   0.99997929  =   0.99992790
 LX7285!UTM  18      -   0.99994861  x   0.99996352  =   0.99991213
 LX7285
 LX7285|---------------------------------------------------------------------|
 LX7285| PID    Reference Object                     Distance      Geod. Az  |
 LX7285|                                                           dddmmss.s |
 LX7285| CZ7019 BARBER RM 1                          16.490 METERS 03223     |
 LX7285| CZ7020 BARBER RM 2                           1.820 METERS 11500     |
 LX7285| CZ7021 BARBER RM 3                          16.355 METERS 21132     |
 LX7285| LX7270 SATAN                               APPROX. 4.9 KM 2282859.2 |
 LX7285|---------------------------------------------------------------------|
 LX7285
 LX7285                          SUPERSEDED SURVEY CONTROL
 LX7285
 LX7285  NAD 83(1996)-  41 53 19.35914(N)    072 55 41.87168(W) AD(       ) 1
 LX7285  NAD 83(1992)-  41 53 19.35971(N)    072 55 41.87210(W) AD(       ) 1
 LX7285  NAD 83(1992)-  41 53 19.36050(N)    072 55 41.87294(W) AD(       ) 1
 LX7285  NAD 83(1986)-  41 53 19.36058(N)    072 55 41.87352(W) AD(       ) 1
 LX7285  NAD 27      -  41 53 19.00608(N)    072 55 43.50335(W) AD(       ) 1
 LX7285  NGVD 29 (07/19/86)  356.7    (m)         1170.     (f) VERT ANG       
 LX7285
 LX7285.Superseded values are not recommended for survey control.
 LX7285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7285.See file dsdata.txt to determine how the superseded data were derived.
 LX7285
 LX7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7187639495(NAD 83)
 LX7285_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7285_SETTING: 66 = SET IN ROCK OUTCROP
 LX7285_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7285+STABILITY: POSITION/ELEVATION WELL
 LX7285
 LX7285  HISTORY     - Date     Condition        Report By
 LX7285  HISTORY     - 1936     MONUMENTED       CTGS
 LX7285  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX7285  HISTORY     - 1980     GOOD             NGS
 LX7285
 LX7285                          STATION DESCRIPTION
 LX7285
 LX7285'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX7285'ABOUT 5-1/2 MILES NORTH OF COLLINSVILLE AND ABOUT 3 MILES
 LX7285'EAST-NORTHEAST OF NEW HARTFORD IN TOWN OF NORTH CANTON.  STATION
 LX7285'IS STAMPED BARBER 1936.
 LX7285'
 LX7285'TO REACH FROM NORTH CANTON AT A Y INTERSECTION OF MACADAM
 LX7285'ROAD (A RED BARN, CHURCH AND SCHOOLHOUSE), GO SOUTHERLY 1.05
 LX7285'MILES ON PAVED ROAD TO A WHITE HOUSE AND A DIRT Y-ROAD RIGHT.  TURN
 LX7285'RIGHT AND GO 1 MILE TO A Y-ROAD LEFT AND ONE MAIL BOX.  KEEP
 LX7285'STRAIGHT AND GO 0.35 MILE TO A Y AT ONE MAIL BOX.  BEAR LEFT AND
 LX7285'GO 0.2 MILE TO A REVERSED Y AND ONE MAIL BOX WITH NAME K. B.
 LX7285'CHAPIN.  DO NOT CONTINUE ON DIRT ROAD BUT GO STRAIGHT ACROSS
 LX7285'AND TAKE A VERY DIM OLD WOODS ROAD WHICH LEAVES THE MAIN ROAD
 LX7285'AND GO 0.3 MILE TO A TRIANGULAR BLAZE ON A MAPLE TREE NEAR TWO
 LX7285'LARGE SPREADING OAKS.  BEAR RIGHT FOLLOWNG BLAZED WOODS
 LX7285'ROAD, KEEPING TO THE LEFT AT ANOTHER TRIANGULAR BLAZED TREE
 LX7285'AND Y INTERSECTION, A SHORT DISTANCE UP OR ABOUT 1/4 MILE TO THE
 LX7285'SUMMIT AND STATION.  MARK IS STAMPED BARBER 1936.
 LX7285'
 LX7285'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX7285'OUTCROPPING LEDGE AND IN BOULDER, NOTES 2 AND 12C.
 LX7285'
 LX7285'REFERENCE MARK NO. 1 IS 54.11 FEET NORTHEAST OF STATION AND IS
 LX7285'STAMPED BARBER NO. 1, 1936.  REFERENCE MARK NO. 2 IS 6.02 FEET
 LX7285'SOUTHEAST OF STATION IN SAME LEDGE AS STATION MARK, AND STAMPED
 LX7285'BARBER NO.2, 1936.  REFERENCE MARK NO.3 IS 53.58 FEET SOUTHWEST
 LX7285'OF STATION, AND STAMPED BARBER NO.3, 1936.
 LX7285'
 LX7285'HEIGHT OF LIGHT ABOVE STATION MARK 13.4 METERS.
 LX7285
 LX7285                          STATION RECOVERY (1971)
 LX7285
 LX7285'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX7285'STATION BARBER 1936, WAS RECOVERED WITH THE DISK GONE.  HOLE REMAINS
 LX7285'CLEARLY VISIBLE.  RMS 1 AND 2 WERE RECOVERED IN GOOD
 LX7285'CONDITION.  RM 3 WAS OK, BUT HAD SOME DENTS FROM BEING SCRAPED
 LX7285'BY A BULLDOZER.  THERE IS A WOOD ROAD JUST TO THE SOUTH OF THE
 LX7285'STATION.
 LX7285'
 LX7285'TO REACH FROM THE INTERSECTION OF RT.179 (NORTH CANTON RD) AND
 LX7285'RT 309 (SIMSBURY RD) IN THE CENTER OF NOTH CANTON, GO SOUTH ON
 LX7285'RT 179 FOR 0.75 MILE AND TAKE RIGHT ON WRIGHT RD.  PROCEED
 LX7285'WESTERLY ON 0.15 MILE TO BARBOURTOWN RD INTERSECTION.  GO STRAIGHT
 LX7285'ACROSS INTERSECTION AND TAKE DIM WOODS ROAD WHICH LEAVES
 LX7285'BARBOURTOWN RD. AND GO WESTERLY FOR 0.3 MILE TO A TRIANGULAR BLAZE
 LX7285'IN A TWIN 36 IN SPREADING OAK TREE ON LEFT.  BEAR RIGHT AT
 LX7285'Y.  PROCEED NORTHWESTERLY FOR 0.13 MILE TO ROAD ON LEFT.  PARK
 LX7285'TRUCK HERE, AS ROAD IS VERY ROUGH.  FOLLOW ROAD WESTERLY UPHILL
 LX7285'FOR FOUR MINUTES (A MANS WALK) AND TAKE ROAD ON LEFT.  PROCEED
 LX7285'SOUTHERLY FOR ONE MINUTE TO A POINT WHERE ROAD TURNS RIGHT AND
 LX7285'GOES DOWNHILL.  STATION IS 35 FT TO LEFT OF ROAD CENTER LINE.
 LX7285
 LX7285                          STATION RECOVERY (1980)
 LX7285
 LX7285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7285'REFERENCE MARKS 1, 2, AND 3 RECOVERED IN GOOD CONDITION, A NEW
 LX7285'STATION MARK DISK WAS SET IN THE OLD DRILL HOLE, OLD STATION
 LX7285'DISK APPARENTLY DESTROYED BY VANDALS.
 LX7285'THE DISTANCE TO REFERENCE MARK 1 AGREED WITH THE
 LX7285'PREVIOUS DATA.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 LX7285'TO BE SHORTER BY 0.015 METER.  THE DISTANCE TO REFERENCE MARK 3
 LX7285'WAS FOUND TO BE 0.044 METER LONGER.  THE DIFFERENCE IN
 LX7285'DIRECTION FROM REFERENCE MARK 1 TO REFERENCE MARK 3 WAS FOUND
 LX7285'TO BE 5 MINUTES SMALLER.
 LX7285'
 LX7285'THE STATION IS LOCATED ON RATLUM MOUNTAIN, 4.4 KM (2-3/4 MI)
 LX7285'NORTHEAST OF NEW HARTFORD, 3.2 KM (2 MI) WEST-SOUTHWEST OF
 LX7285'NEW CANTON AND 3.2 KM (2 MI) SOUTHEAST OF THE SOUTHEAST TIP OF
 LX7285'BERKHAMSTEAD RESERVOIR.
 LX7285'OWNERSHIP--MR. THEODORE WRIGHT, 86 WRIGHT ROAD,
 LX7285'COLLINSVILLE,  CT 06022,  PHONE 203-693-4515.
 LX7285'
 LX7285'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 179 AND
 LX7285'309 IN NORTH CANTON, G0 SOUTH ON HIGHWAY 179 FOR 1.4 KM (0.85 MI)
 LX7285'TO WRIGHT ROAD ON THE LEFT, TURN RIGHT, WESTERLY, FOR 1.6 KM
 LX7285'(1.0 MI) TO BUNKER HILL ROAD ON THE LEFT, CONTINUE AHEAD FOR
 LX7285'0.6 KM (0.4 MI) TO A ROAD LEFT.  TURN LEFT, WEST, ON TRIANGLE ROAD
 LX7285'FOR 0.2 KM (0.15 MI) TO A CROSSROAD (BARBERTON ROAD).  CONTINUE
 LX7285'AHEAD ON A DIRT WOODS ROAD FOR 0.6 KM (0.4 MI) TO A FORK, BEAR
 LX7285'RIGHT FOR 0.2 KM (0.1 MI) TO A DIM WOODS ROAD LEFT (WINCH NEED
 LX7285'FROM HERE).  TURN LEFT FOR 0.2 KM (0.15 MI) TO A DIM ROAD LEFT AT
 LX7285'HIGH GROUND.  TURN LEFT ON DIM ROAD FOR 0.1 KM (0.05 MI) TO
 LX7285'STATION ON THE LEFT.
 LX7285'
 LX7285'THE STATION IS A STANDARD NGS DISK
 LX7285'STAMPED---BARBER 1936 1980---,
 LX7285'SET INTO THE TOP OF A BOULDER OF 4 METERS
 LX7285'LARGEST DIMENSION.  IT IS LOCATED
 LX7285'8.83 METERS (28.97 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A TRACK
 LX7285'ROAD,
 LX7285'3.04 METERS (9.97 FT) NORTHWEST FROM A METAL WITNESS POST,
 LX7285'AND ABOUT 1.5 METERS HIGHER THAN THE TRACK ROAD.
 LX7285'
 LX7285'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7285'STAMPED---BARBER 1936 NO 1---,
 LX7285'SET INTO THE TOP OF A BOULDER OF 5 METERS
 LX7285'LARGEST DIMENSION.  IT IS LOCATED 15.40 METERS
 LX7285'(50.52 FT) EAST-NORTHEAST FROM THE METAL WITNESS POST AND
 LX7285'14.50 METERS (47.57 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 LX7285'TRACK ROAD.
 LX7285'MARK IS BELOW STATION 0.5 METERS.
 LX7285'
 LX7285'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7285'STAMPED---BARBER 1936 NO 2---,
 LX7285'SET INTO THE TOP OF A BOULDER OF 4 METERS
 LX7285'LARGEST DIMENSION.  IT IS LOCATED
 LX7285'10.15 METERS (33.30 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 LX7285'TRACK ROAD,
 LX7285'1.22 METERS (4.0 FT) NORTHWEST FROM THE METAL WITNESS POST
 LX7285'AND ABOUT 1.5 METERS HIGHER THAN THE TRACK ROAD.
 LX7285'MARK IS LEVEL WITH STATION.
 LX7285'
 LX7285'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX7285'STAMPED---BARBER 1936 NO 3---,
 LX7285'SET INTO A ROCK OUTCROP.  IT IS LOCATED 19.10 METERS
 LX7285'(62.66 FT) WEST-NORTHWEST FROM THE METAL WITNESS POST AND
 LX7285'6.30 METERS (20.67 FT) NORTH FROM THE CENTER OF THE TRACK ROAD.
 LX7285'MARK IS BELOW STATION 1 METER.
 LX7285'
 LX7285'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.9 METERS.
 LX7285'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7285'
 LX7285'DESCRIBED BY W.R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7229 ***********************************************************************
 LX7229  DESIGNATION -  BARBERINO
 LX7229  PID         -  LX7229
 LX7229  STATE/COUNTY-  CT/HARTFORD
 LX7229  USGS QUAD   -  BRISTOL (1984)
 LX7229
 LX7229                         *CURRENT SURVEY CONTROL
 LX7229  ___________________________________________________________________
 LX7229* NAD 83(1996)-  41 42 53.03862(N)    072 58 17.14433(W)     ADJUSTED  
 LX7229* NAVD 88     -       296.5    (meters)     973.     (feet)  VERTCON   
 LX7229  ___________________________________________________________________
 LX7229  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LX7229  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX7229
 LX7229  HORZ ORDER  -  FIRST
 LX7229
 LX7229.The horizontal coordinates were established by classical geodetic methods
 LX7229.and adjusted by the National Geodetic Survey in August 1998..
 LX7229
 LX7229.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7229
 LX7229.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7229
 LX7229.The geoid height was determined by GEOID03.
 LX7229
 LX7229;                    North         East     Units Scale Factor Converg.
 LX7229;SPC CT       -   250,311.768   286,373.580   MT  0.99998812   -0 08 48.6
 LX7229;SPC CT       -   821,231.19    939,543.99   sFT  0.99998812   -0 08 48.6
 LX7229;UTM  18      - 4,620,092.455   668,753.786   MT  0.99995045   +1 21 00.6
 LX7229
 LX7229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7229!SPC CT       -   0.99995804  x   0.99998812  =   0.99994616
 LX7229!UTM  18      -   0.99995804  x   0.99995045  =   0.99990849
 LX7229
 LX7229|---------------------------------------------------------------------|
 LX7229| PID    Reference Object                     Distance      Geod. Az  |
 LX7229|                                                           dddmmss.s |
 LX7229| LX7228 BRISTOL NW MUN STANDPIPE             62.364 METERS 07134     |
 LX7229| CZ7022 BARBERINO RM 1                       16.262 METERS 13535     |
 LX7229| LX7227 5784                                221.087 METERS 16403     |
 LX7229| LX3529 TERRYVILLE WATER TANK               APPROX. 5.7 KM 2420056.7 |
 LX7229| LX3531 BRAUER                              APPROX. 5.7 KM 2665005.3 |
 LX7229| CZ7023 BARBERINO RM 2                       29.878 METERS 26854     |
 LX7229|---------------------------------------------------------------------|
 LX7229
 LX7229                          SUPERSEDED SURVEY CONTROL
 LX7229
 LX7229  NAD 83(1996)-  41 42 53.03825(N)    072 58 17.14454(W) AD(       ) 1
 LX7229  NAD 83(1992)-  41 42 53.03848(N)    072 58 17.14474(W) AD(       ) 1
 LX7229  NAD 83(1992)-  41 42 53.03994(N)    072 58 17.14611(W) AD(       ) 1
 LX7229  NAD 83(1986)-  41 42 53.03999(N)    072 58 17.14632(W) AD(       ) 1
 LX7229  NAD 27      -  41 42 52.68395(N)    072 58 18.77122(W) AD(       ) 1
 LX7229  NGVD 29 (07/19/86)  296.8    (m)          974.     (f) VERT ANG       
 LX7229
 LX7229.Superseded values are not recommended for survey control.
 LX7229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7229.See file dsdata.txt to determine how the superseded data were derived.
 LX7229
 LX7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6875420092(NAD 83)
 LX7229_MARKER: DS = TRIANGULATION STATION DISK
 LX7229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7229+STABILITY: SURFACE MOTION
 LX7229
 LX7229  HISTORY     - Date     Condition        Report By
 LX7229  HISTORY     - 1981     MONUMENTED       NGS
 LX7229
 LX7229                          STATION DESCRIPTION
 LX7229
 LX7229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7229'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) NORTH-NORTHWEST OF
 LX7229'BRISTOL, 1.9 KM (1.2 MI) EAST OF LITCHFIELD COUNTY LINE AND 1.6 KM
 LX7229'(1.0 MI) WEST OF STATE HIGHWAY 69, ACROSS THE ROAD
 LX7229'FROM A TALL STANDPIPE.
 LX7229'OWNERSHIP--MR THOMAS BARBERINO, 505 NORTH COLONY ROAD,
 LX7229'WALLINGFORD CONNECTICUT, PHONE 203-581-1611.
 LX7229'
 LX7229'TO REACH THE STATION FROM THE TERRYVILLE POST OFFICE, GO EAST
 LX7229'ON U.S. HIGHWAY 6 FOR 1.9 KM (1.2 MI) TO A CROSSROAD AFTER
 LX7229'RAILROAD TRACK.  TURN LEFT, NORTH ON CLARK AVENUE AND GO FOR 1.1 KM
 LX7229'(0.7 MI) TO A TURN IN THE ROAD. TURN RIGHT, EAST AND GO FOR
 LX7229'0.9 KM (0.55 MI) TO A CROSSROAD.  TURN LEFT, NORTH ON HILL
 LX7229'STREET AND GO FOR 1.1 KM (0.7 MI) TO A REVERSE FORK RIGHT.
 LX7229'CONTINUE NORTH FOR 1.0 KM (0.65 MI) TO A CROSS STREET.
 LX7229'TURN RIGHT, EAST ON CHAPEL STREET, PROCEED UPHILL FOR 0.6 KM
 LX7229'(0.35 MI) TO A GRAVEL ROAD RIGHT ON TOP OF THE HILL.
 LX7229'TURN LEFT, NORTH ON GRAVEL ROAD AND GO FOR 0.2 KM (0.15 MI) TO
 LX7229'THE STATION ON THE LEFT ABOUT 30 METERS (100 FEET) WEST OF ROAD
 LX7229'NEAR NORTH-SOUTH TREE LINE.
 LX7229'
 LX7229'THE STATION IS A STANDARD NGS DISK
 LX7229'STAMPED---BARBERINO 1981---,
 LX7229'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7229'FLUSH WITH GROUND.  IT IS LOCATED
 LX7229'32.31 METERS (106.0 FT) WEST FROM THE APPROXIMATE CENTER OF THE
 LX7229'GRAVEL ROAD AND
 LX7229'3.66 METERS (12.0 FT) EAST FROM THE APPROXIMATE CENTER OF
 LX7229'A ROW OF TREES.
 LX7229'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7229'STAMPED---BARBERINO 1981---,
 LX7229'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7229'
 LX7229'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7229'STAMPED---BARBERINO NO 1 1981---,
 LX7229'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7229'24.38 METERS (80.0 FT) WEST FROM THE APPROXIMATE CENTER OF THE
 LX7229'GRAVEL ROAD AND
 LX7229'10.36 METERS (34.0 FT) EAST FROM THE APPROXIMATE CENTER OF
 LX7229'A ROW OF TREES.
 LX7229'MARK IS LEVEL WITH STATION.
 LX7229'
 LX7229'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7229'STAMPED---BARBERINO NO 2 1981---,
 LX7229'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7229'25.91 METERS (85.0 FT) WEST FROM THE APPROXIMATE CENTER OF
 LX7229'A ROW OF TREES.
 LX7229'MARK IS LEVEL WITH STATION.
 LX7229'
 LX7229'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.2 METERS.
 LX7229'CONNECTICUT CTGS 5784 STATION COULD BE USED FOR AN
 LX7229'AZIMUTH MARK WITH SOME CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3334 ***********************************************************************
 LW3334  DESIGNATION -  BARN 1934
 LW3334  PID         -  LW3334
 LW3334  STATE/COUNTY-  CT/NEW LONDON
 LW3334  USGS QUAD   -  WATCH HILL (1984)
 LW3334
 LW3334                         *CURRENT SURVEY CONTROL
 LW3334  ___________________________________________________________________
 LW3334* NAD 83(1996)-  41 19 45.49258(N)    071 52 06.07947(W)     ADJUSTED  
 LW3334* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW3334  ___________________________________________________________________
 LW3334  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LW3334  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3334
 LW3334  HORZ ORDER  -  THIRD
 LW3334
 LW3334.The horizontal coordinates were established by classical geodetic methods
 LW3334.and adjusted by the National Geodetic Survey in August 1998..
 LW3334
 LW3334.The orthometric height was scaled from a topographic map.
 LW3334
 LW3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3334
 LW3334.The geoid height was determined by GEOID03.
 LW3334
 LW3334;                    North         East     Units Scale Factor Converg.
 LW3334;SPC CT       -   207,857.972   378,605.469   MT  0.99998947   +0 35 04.5
 LW3334;SPC CT       -   681,947.36  1,242,141.44   sFT  0.99998947   +0 35 04.5
 LW3334;SPC RI       -    27,382.220    69,163.275   MT  1.00000545   -0 14 35.7
 LW3334;SPC RI       -    89,836.50    226,913.18   sFT  1.00000545   -0 14 35.7
 LW3334;UTM  19      - 4,579,283.631   259,958.554   MT  1.00030918   -1 53 42.4
 LW3334
 LW3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3334!SPC CT       -   1.00000407  x   0.99998947  =   0.99999354
 LW3334!SPC RI       -   1.00000407  x   1.00000545  =   1.00000952
 LW3334!UTM  19      -   1.00000407  x   1.00030918  =   1.00031325
 LW3334
 LW3334                          SUPERSEDED SURVEY CONTROL
 LW3334
 LW3334  NAD 83(1992)-  41 19 45.49127(N)    071 52 06.07867(W) AD(       ) 3
 LW3334  NAD 83(1986)-  41 19 45.49070(N)    071 52 06.08109(W) AD(       ) 3
 LW3334  NAD 27      -  41 19 45.13600(N)    071 52 07.83600(W) AD(       ) 3
 LW3334
 LW3334.Superseded values are not recommended for survey control.
 LW3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3334.See file dsdata.txt to determine how the superseded data were derived.
 LW3334
 LW3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5995979284(NAD 83)
 LW3334_MARKER: DD = SURVEY DISK
 LW3334_SETTING: 66 = SET IN ROCK OUTCROP
 LW3334_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LW3334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3334+STABILITY: POSITION/ELEVATION WELL
 LW3334
 LW3334  HISTORY     - Date     Condition        Report By
 LW3334  HISTORY     - 1934     MONUMENTED       CGS
 LW3334  HISTORY     - 1948     GOOD             CGS
 LW3334  HISTORY     - 1954     GOOD             CGS
 LW3334
 LW3334                          STATION DESCRIPTION
 LW3334
 LW3334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3334'THE STATION IS LOCATED ON BARN ISLAND, WHICH IN REALITY IS THE
 LW3334'WESTERLY OF TWO POINTS W OF PAWCATUCK POINT.  THE LAND NE OF THE
 LW3334'ISLAND IS SOFT MARSH AND IMPASSABLE.
 LW3334'
 LW3334'THE STATION IS MARKED BY A STANDARD HYDROGRAPHIC DISC SET IN
 LW3334'A DRILL HOLE IN LEDGE ON THE HIGHEST PART OF THE ISLAND, 50 FEET
 LW3334'W OF A SMALL COVE AND 25 FEET N OF THE HIGH WATER LINE.
 LW3334'
 LW3334'THE STATION IS PROBABLY AN ARMY ENGINEER STATION AS THE DRILL
 LW3334'HOLE WAS ALREADY THERE.
 LW3334'
 LW3334'THE ONLY WAY TO REACH THE STATION IS BY BOAT.
 LW3334'
 LW3334'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3334
 LW3334                          STATION RECOVERY (1948)
 LW3334
 LW3334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3334'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS A BRONZE
 LW3334'TRIANGULATION DISK SET IN THE HIGHEST ROCK LEDGE ON THIS POINT.  IT
 LW3334'IS APPROXIMATELY 25 METERS N OF THE MEAN HIGH-WATER LINE AND
 LW3334'APPROXIMATELY 50 METERS W OF A SMALL COVE.  IT IS APPROXIMATELY
 LW3334'20 METERS SW OF AN OLD WRECKED BUILDING.
 LW3334
 LW3334                          STATION RECOVERY (1954)
 LW3334
 LW3334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3334'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LW3334'IS ADEQUATE AND CORRECT WITH THE FOLLOWING EXCEPTIONS--
 LW3334'
 LW3334'STATION IS MARKED BY A STANDARD TRIANGULATION-STATION DISK,
 LW3334'STAMPED BARN 1934 AND NOT A HYDROGRAPHIC DISK AS STATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6490 ***********************************************************************
 LX6490  DESIGNATION -  BARNACLE
 LX6490  PID         -  LX6490
 LX6490  STATE/COUNTY-  CT/NEW HAVEN
 LX6490  USGS QUAD   -  NEW HAVEN (1984)
 LX6490
 LX6490                         *CURRENT SURVEY CONTROL
 LX6490  ___________________________________________________________________
 LX6490* NAD 83(1996)-  41 15 07.11894(N)    072 57 23.23224(W)     ADJUSTED  
 LX6490* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6490  ___________________________________________________________________
 LX6490  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 LX6490  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6490
 LX6490  HORZ ORDER  -  SECOND
 LX6490
 LX6490.The horizontal coordinates were established by classical geodetic methods
 LX6490.and adjusted by the National Geodetic Survey in August 1998..
 LX6490
 LX6490.The orthometric height was scaled from a topographic map.
 LX6490
 LX6490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6490
 LX6490.The geoid height was determined by GEOID03.
 LX6490
 LX6490;                    North         East     Units Scale Factor Converg.
 LX6490;SPC CT       -   198,914.405   287,497.035   MT  0.99999516   -0 08 12.8
 LX6490;SPC CT       -   652,605.01    943,229.86   sFT  0.99999516   -0 08 12.8
 LX6490;SPC NY L     -   121,044.441   387,463.397   MT  1.00001946   +0 40 57.2
 LX6490;SPC NY L     -   397,126.64  1,271,202.83   sFT  1.00001946   +0 40 57.2
 LX6490;UTM  18      - 4,568,743.292   671,214.012   MT  0.99996078   +1 20 52.0
 LX6490
 LX6490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6490!SPC CT       -   1.00000473  x   0.99999516  =   0.99999989
 LX6490!SPC NY L     -   1.00000473  x   1.00001946  =   1.00002419
 LX6490!UTM  18      -   1.00000473  x   0.99996078  =   0.99996551
 LX6490
 LX6490:                Primary Azimuth Mark                     Grid Az
 LX6490:SPC CT       -  SANDY POINT BREAKWATER LT                070 34 19.1
 LX6490:SPC NY L     -  SANDY POINT BREAKWATER LT                069 45 09.1
 LX6490:UTM  18      -  SANDY POINT BREAKWATER LT                069 05 14.3
 LX6490
 LX6490|---------------------------------------------------------------------|
 LX6490| PID    Reference Object                     Distance      Geod. Az  |
 LX6490|                                                           dddmmss.s |
 LX6490| LX6509 SANDY POINT BREAKWATER LT           APPROX. 3.4 KM 0702606.3 |
 LX6490| LX6367 NEW HAVEN MID BRKWTR E END LT       APPROX. 3.6 KM 1291648.2 |
 LX6490| LX6369 NEW HAVEN MID BRKWTR W END LT       APPROX. 3.5 KM 1505020.0 |
 LX6490| LX6372 SPERRY LIGHTHOUSE ABANDONED         APPROX. 3.6 KM 1605104.6 |
 LX6490| LX6371 NEW HAVEN W BRKWTR W END LT         APPROX. 2.9 KM 1792933.3 |
 LX6490| CZ7027 BARNACLE RM 1                        31.820 METERS 23945     |
 LX6490| CZ7029 BARNACLE INN FLAGPOLE                29.300 METERS 26014     |
 LX6490| CZ7028 BARNACLE RM 2                         9.990 METERS 32622     |
 LX6490|---------------------------------------------------------------------|
 LX6490
 LX6490                          SUPERSEDED SURVEY CONTROL
 LX6490
 LX6490  NAD 83(1992)-  41 15 07.11798(N)    072 57 23.23198(W) AD(       ) 2
 LX6490  NAD 83(1986)-  41 15 07.11951(N)    072 57 23.23787(W) AD(       ) 2
 LX6490  NAD 27      -  41 15 06.77000(N)    072 57 24.86700(W) AD(       ) 2
 LX6490
 LX6490.Superseded values are not recommended for survey control.
 LX6490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6490.See file dsdata.txt to determine how the superseded data were derived.
 LX6490
 LX6490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7121468743(NAD 83)
 LX6490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6490_SETTING: 66 = SET IN ROCK OUTCROP
 LX6490_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6490+STABILITY: POSITION/ELEVATION WELL
 LX6490
 LX6490  HISTORY     - Date     Condition        Report By
 LX6490  HISTORY     - 1933     MONUMENTED       CGS
 LX6490  HISTORY     - 1987     GOOD             USPSQD
 LX6490
 LX6490                          STATION DESCRIPTION
 LX6490
 LX6490'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6490'THIS STATION IS LOCATED ON BRADLY POINT, THE FIRST POINT TO
 LX6490'WESTWARD OF SAVIN ROCK AMUSEMENT PARK.  THIS POINT IS JUST E OF
 LX6490'THE MOUTH OF THE SAVIN RIVER AND IS THE SITE OF THE BARNACLE, A
 LX6490'SHORE RESTAURANT.  STATION IS ON TOP OF THE LEDGE THAT MARKS THE
 LX6490'SHORELINE, IS 9.5 METERS N OF EDGE OF LEDGE, 20.9 METERS S OF
 LX6490'BARNACLE GUEST COTTAGE, 29.3 METERS E OF FLAGPOLE WITH WEATHER
 LX6490'VANE.
 LX6490'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX6490'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX6490'REFERENCE MARK NO.1 BEARS S 74 DEG W (MAGNETIC) AND IS IN
 LX6490'LEDGE ACROSS SMALL INLET FROM STATION.
 LX6490'
 LX6490'REFERENCE MARK NO.2 BEARS N 20 DEG W (MAGNETIC) AND IS IN
 LX6490'OUTCROPPING LEDGE.
 LX6490'
 LX6490'THE BARNACLE IS THE PROPERTY OF MRS. FRANK DASHIELD.
 LX6490'
 LX6490'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6490
 LX6490                          STATION RECOVERY (1987)
 LX6490
 LX6490'RECOVERY NOTE BY US POWER SQUADRON 1987 (MK)
 LX6490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6071 ***********************************************************************
 LX6071  DESIGNATION -  BART
 LX6071  PID         -  LX6071
 LX6071  STATE/COUNTY-  CT/MIDDLESEX
 LX6071  USGS QUAD   -  DEEP RIVER (1971)
 LX6071
 LX6071                         *CURRENT SURVEY CONTROL
 LX6071  ___________________________________________________________________
 LX6071* NAD 83(1996)-  41 25 48.68580(N)    072 26 17.03750(W)     ADJUSTED  
 LX6071* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6071  ___________________________________________________________________
 LX6071  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LX6071  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX6071
 LX6071  HORZ ORDER  -  THIRD
 LX6071
 LX6071.The horizontal coordinates were established by classical geodetic methods
 LX6071.and adjusted by the National Geodetic Survey in August 1998..
 LX6071
 LX6071.The orthometric height was scaled from a topographic map.
 LX6071
 LX6071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6071
 LX6071.The geoid height was determined by GEOID03.
 LX6071
 LX6071;                    North         East     Units Scale Factor Converg.
 LX6071;SPC CT       -   218,733.007   330,873.402   MT  0.99998476   +0 12 24.6
 LX6071;SPC CT       -   717,626.54  1,085,540.49   sFT  0.99998476   +0 12 24.6
 LX6071;UTM  18      - 4,589,682.045   714,064.576   MT  1.00016396   +1 41 45.2
 LX6071
 LX6071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6071!SPC CT       -   1.00000461  x   0.99998476  =   0.99998937
 LX6071!UTM  18      -   1.00000461  x   1.00016396  =   1.00016857
 LX6071
 LX6071|---------------------------------------------------------------------|
 LX6071| PID    Reference Object                     Distance      Geod. Az  |
 LX6071|                                                           dddmmss.s |
 LX6071| CZ7031 BART RM 2                            22.050 METERS 02353     |
 LX6071| CZ7030 BART RM 1                            13.450 METERS 14259     |
 LX6071| LX6063 LARSON                              APPROX. 1.7 KM 2623146.5 |
 LX6071|---------------------------------------------------------------------|
 LX6071
 LX6071                          SUPERSEDED SURVEY CONTROL
 LX6071
 LX6071  NAD 83(1992)-  41 25 48.68497(N)    072 26 17.03723(W) AD(       ) 3
 LX6071  NAD 83(1986)-  41 25 48.68678(N)    072 26 17.04006(W) AD(       ) 3
 LX6071  NAD 27      -  41 25 48.32700(N)    072 26 18.74500(W) AD(       ) 3
 LX6071
 LX6071.Superseded values are not recommended for survey control.
 LX6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6071.See file dsdata.txt to determine how the superseded data were derived.
 LX6071
 LX6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1406589682(NAD 83)
 LX6071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6071_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6071+STABILITY: SURFACE MOTION
 LX6071
 LX6071  HISTORY     - Date     Condition        Report By
 LX6071  HISTORY     - 1934     MONUMENTED       CGS
 LX6071  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6071
 LX6071                          STATION DESCRIPTION
 LX6071
 LX6071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6071'THIS STATION IS ON THE PROPERTY OF BARTMAN BROTHERS,
 LX6071'FARMERS.  ABOUT 1.1 MILES ABOVE THE HADLYME FERRY.  A FARM ROAD
 LX6071'TURNS WESTERLY OFF THE RIVER ROAD.  FOLLOW THIS ROAD TO THE RIVER
 LX6071'MEADOWS AND TURN NORTHERLY ALONG THE RIVER BANK.  GO TO THE MOUTH
 LX6071'OF THE FIRST CREEK ENTERING THE RIVER.  THIS IS THE LOWER OUTLET
 LX6071'OF CHAPMAN POND.
 LX6071'
 LX6071'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6071'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6071'
 LX6071'THE STATION IS ON THE POINT OF LAND AT THE S SIDE OF THE CREEK
 LX6071'MOUTH.  THE SHARP POINT BEARS N 30 DEG W (MAGNETIC) AND IS 44
 LX6071'METERS DISTANT.  THE E BANK OF THE RIVER IS 14 METERS WESTERLY.
 LX6071'
 LX6071'REFERENCE MARK NO.1 IS DOWN-RIVER FROM THE STATION, 14 METERS
 LX6071'FROM THE BANK OF THE RIVER.  IT BEARS S 25 DEG E (MAGNETIC).
 LX6071'
 LX6071'REFERENCE MARK NO.2 IS 2 METERS FROM THE S CREEK BANK.  IT BEARS
 LX6071'N 35 DEG E (MAGNETIC).
 LX6071'
 LX6071'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX6071
 LX6071                          STATION RECOVERY (1948)
 LX6071
 LX6071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6071'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 LX6071'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5148 ***********************************************************************
 LX5148  DESIGNATION -  BARTLETT POINT LIGHT 5
 LX5148  PID         -  LX5148
 LX5148  STATE/COUNTY-  CT/NEW LONDON
 LX5148  USGS QUAD   -  UNCASVILLE (1984)
 LX5148
 LX5148                         *CURRENT SURVEY CONTROL
 LX5148  ___________________________________________________________________
 LX5148* NAD 83(1996)-  41 25 33.50335(N)    072 05 55.33295(W)     ADJUSTED  
 LX5148* NAVD 88     -                                                        
 LX5148  ___________________________________________________________________
 LX5148  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LX5148  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX5148
 LX5148  HORZ ORDER  -  THIRD
 LX5148
 LX5148.The horizontal coordinates were established by classical geodetic methods
 LX5148.and adjusted by the National Geodetic Survey in August 1998..
 LX5148
 LX5148
 LX5148.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5148
 LX5148.The geoid height was determined by GEOID03.
 LX5148
 LX5148;                    North         East     Units Scale Factor Converg.
 LX5148;SPC CT       -   218,422.734   359,241.908   MT  0.99998490   +0 25 54.7
 LX5148;SPC CT       -   716,608.59  1,178,612.83   sFT  0.99998490   +0 25 54.7
 LX5148;UTM  18      - 4,590,109.092   742,438.862   MT  1.00032340   +1 55 14.1
 LX5148
 LX5148                          SUPERSEDED SURVEY CONTROL
 LX5148
 LX5148  NAD 83(1992)-  41 25 33.50232(N)    072 05 55.33222(W) AD(       ) 4
 LX5148  NAD 83(1986)-  41 25 33.50316(N)    072 05 55.33567(W) AD(       ) 4
 LX5148  NAD 27      -  41 25 33.15500(N)    072 05 57.05400(W) AD(       ) 3
 LX5148
 LX5148.Superseded values are not recommended for survey control.
 LX5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5148.See file dsdata.txt to determine how the superseded data were derived.
 LX5148
 LX5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4243990109(NAD 83)
 LX5148_MARKER: 14 = NAVIGATION LIGHT
 LX5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5148+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX5148
 LX5148  HISTORY     - Date     Condition        Report By
 LX5148  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5148  HISTORY     - 1961     GOOD             CGS
 LX5148  HISTORY     - 1966     GOOD             CGS
 LX5148  HISTORY     - 1984     GOOD             USPSQD
 LX5148  HISTORY     - 20020328 GOOD             USPSQD
 LX5148
 LX5148                          STATION DESCRIPTION
 LX5148
 LX5148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5148'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS
 LX5148'DESCRIPTION EXISTS.
 LX5148'
 LX5148'THE LIGHT IS LOCATED ON A ROCK ISLAND SOUTHEAST OF THE CONN. LIGHT
 LX5148'AND POWER CO.-MONTVILLE STATION.  THE LIGHT IS LOCATED ON THE
 LX5148'TOP OF A BLACK STEEL SKELETON TOWER WITH A WHITE STEEL PYRAMIDAL
 LX5148'BOX AT ITS BASE ON A CONCRETE FOUNDATION.  THE C.G. LIST OF
 LX5148'LIGHTS STATES THIS LIGHT WAS BUILT IN 1928.
 LX5148
 LX5148                          STATION RECOVERY (1966)
 LX5148
 LX5148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5148'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY G.F.W. IN 1961
 LX5148'IS ADEQUATE.
 LX5148'
 LX5148'THIS IS NOW BARTLETT POINT LIGHT 9.
 LX5148
 LX5148                          STATION RECOVERY (1984)
 LX5148
 LX5148'RECOVERY NOTE BY US POWER SQUADRON 1984 (JML)
 LX5148'RECOVERED AS DESCRIBED BY W.H.S. AND IN GOOD CONDITION.
 LX5148
 LX5148                          STATION RECOVERY (2002)
 LX5148
 LX5148'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX5148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5505 ***********************************************************************
 LX5505  DESIGNATION -  BARTLETT REEF LIGHT
 LX5505  PID         -  LX5505
 LX5505  STATE/COUNTY-  CT/NEW LONDON
 LX5505  USGS QUAD   -  NIANTIC (1983)
 LX5505
 LX5505                         *CURRENT SURVEY CONTROL
 LX5505  ___________________________________________________________________
 LX5505* NAD 83(1996)-  41 16 28.28466(N)    072 08 14.01626(W)     ADJUSTED  
 LX5505* NAVD 88     -                                                        
 LX5505  ___________________________________________________________________
 LX5505  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LX5505  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LX5505
 LX5505  HORZ ORDER  -  THIRD
 LX5505
 LX5505.The horizontal coordinates were established by classical geodetic methods
 LX5505.and adjusted by the National Geodetic Survey in August 1998..
 LX5505
 LX5505
 LX5505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5505
 LX5505.The geoid height was determined by GEOID03.
 LX5505
 LX5505;                    North         East     Units Scale Factor Converg.
 LX5505;SPC CT       -   201,579.697   356,141.123   MT  0.99999331   +0 24 22.7
 LX5505;SPC CT       -   661,349.39  1,168,439.67   sFT  0.99999331   +0 24 22.7
 LX5505;UTM  18      - 4,573,185.781   739,775.002   MT  1.00030761   +1 53 21.8
 LX5505
 LX5505                          SUPERSEDED SURVEY CONTROL
 LX5505
 LX5505  NAD 83(1992)-  41 16 28.28320(N)    072 08 14.01548(W) AD(       ) 4
 LX5505  NAD 83(1986)-  41 16 28.28582(N)    072 08 14.02100(W) AD(       ) 4
 LX5505  NAD 27      -  41 16 27.92400(N)    072 08 15.74000(W) AD(       ) 3
 LX5505
 LX5505.Superseded values are not recommended for survey control.
 LX5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5505.See file dsdata.txt to determine how the superseded data were derived.
 LX5505
 LX5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3977573186(NAD 83)
 LX5505_MARKER: 14 = NAVIGATION LIGHT
 LX5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5505+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2003
 LX5505
 LX5505  HISTORY     - Date     Condition        Report By
 LX5505  HISTORY     - 1954     FIRST OBSERVED   CGS
 LX5505  HISTORY     - 1984     GOOD             USPSQD
 LX5505  HISTORY     - 20011002 GOOD             USPSQD
 LX5505  HISTORY     - 20030601 GOOD             USPSQD
 LX5505
 LX5505                          STATION DESCRIPTION
 LX5505
 LX5505'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5505'THE STATION IS ABOUT 1.5 NAUTICAL MI. OFF THE CONNECTICUT
 LX5505'COASTLINE, BETWEEN NIANTIC BAY AND NEW LONDON HARBOR, ON THE SW
 LX5505'TIP OF BARTLETT REEF.  THE POINT SIGHTED ON IS THE LIGHT ATOP THE
 LX5505'40-FT. RED SKELETON STEEL TOWER.
 LX5505'
 LX5505'THIS IS AN INTERSECTION STATION.
 LX5505
 LX5505                          STATION RECOVERY (1984)
 LX5505
 LX5505'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5505'BARTLETT REEF LIGHT RECOVERED GOOD.
 LX5505'
 LX5505'RECOVERED AS DESCRIBED.
 LX5505
 LX5505                          STATION RECOVERY (2001)
 LX5505
 LX5505'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5505'BARTLETT REEF LIGHT WAS DESTROYED BY HURRICANE 'GLORIA,' 9/85. IT WAS
 LX5505'REPLACED BY USCG. ONLY THEY WOULD KNOW IF IT IS AT THE SAME LAT/LONG.
 LX5505'IT IS OTHERWISE IN GOOD CONDITION
 LX5505
 LX5505                          STATION RECOVERY (2003)
 LX5505
 LX5505'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX5505'BARTLETT REEF LIGHT WAS DESTROYED BY HURRICANE GLORIA 9/85. IT WAS
 LX5505'REPLACED BY USCG. IT IS NOT KNOWN IF IT WAS REPLACED AT THE SAME
 LX5505'LAT/LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0491 ***********************************************************************
 LX0491  DESIGNATION -  BASE
 LX0491  PID         -  LX0491
 LX0491  STATE/COUNTY-  CT/HARTFORD
 LX0491  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0491
 LX0491                         *CURRENT SURVEY CONTROL
 LX0491  ___________________________________________________________________
 LX0491* NAD 83(1986)-  41 46 47.     (N)    072 39 15.     (W)     SCALED    
 LX0491* NAVD 88     -         8.53   (+/-2cm)      28.0    (feet)  VERTCON   
 LX0491  ___________________________________________________________________
 LX0491  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0491
 LX0491  VERT ORDER  -  ? (See Below)
 LX0491
 LX0491.The horizontal coordinates were scaled from a topographic map and have
 LX0491.an estimated accuracy of +/- 6 seconds.
 LX0491
 LX0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0491.The vertical order pertains to the NGVD 29 superseded value.
 LX0491
 LX0491.The geoid height was determined by GEOID03.
 LX0491
 LX0491;                    North         East    Units  Estimated Accuracy
 LX0491;SPC CT       -   257,510.      312,770.      MT  (+/- 180 meters Scaled)
 LX0491
 LX0491                          SUPERSEDED SURVEY CONTROL
 LX0491
 LX0491  NGVD 29 (??/??/92)    8.788  (m)           28.83   (f) ADJ UNCH    ?  
 LX0491
 LX0491.Superseded values are not recommended for survey control.
 LX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0491.See file dsdata.txt to determine how the superseded data were derived.
 LX0491
 LX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM949279(NAD 83)
 LX0491_MARKER: B = BOLT
 LX0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0491_SP_SET: SIGNAL BASE
 LX0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0491
 LX0491  HISTORY     - Date     Condition        Report By
 LX0491  HISTORY     - UNK      MONUMENTED       CGS
 LX0491  HISTORY     - 1951     GOOD             NGS
 LX0491  HISTORY     - 1984     GOOD             USPSQD
 LX0491
 LX0491                          STATION DESCRIPTION
 LX0491
 LX0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0491'AT HARTFORD.
 LX0491'AT HARTFORD, HARTFORD COUNTY, EAST OF THE BRIDGE CARRYING THE
 LX0491'NORTH MEADOW EXPRESS HIGHWAY OVER THE NEW YORK, NEW HAVEN AND
 LX0491'HARTFORD RAILROAD, 17 YARDS EAST OF A TELLTALE, OPPOSITE A FROG,
 LX0491'7-1/4 FEET SOUTH OF THE SOUTH RAIL, ON THE SOUTHEAST CORNER OF
 LX0491'A CONCRETE BASE WHICH IS ALL THAT REMAINS OF AN ABANDONED SIGNAL,
 LX0491'AND ABOUT 3/8 INCH ABOVE THE CONCRETE.  THE HIGHPOINT OF THE
 LX0491'REMAINING PORTION OF THE SOUTHEAST ONE OF FOUR HOLD-DOWN BOLTS.
 LX0491
 LX0491                          STATION RECOVERY (1984)
 LX0491
 LX0491'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4875 ***********************************************************************
 LX4875  DESIGNATION -  BASE A 1
 LX4875  PID         -  LX4875
 LX4875  STATE/COUNTY-  CT/NEW LONDON
 LX4875  USGS QUAD   -  COLCHESTER (1984)
 LX4875
 LX4875                         *CURRENT SURVEY CONTROL
 LX4875  ___________________________________________________________________
 LX4875* NAD 83(1996)-  41 35 52.53263(N)    072 20 04.22225(W)     ADJUSTED  
 LX4875* NAVD 88     -       126.     (meters)     413.     (feet)  SCALED    
 LX4875  ___________________________________________________________________
 LX4875  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX4875  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX4875
 LX4875  HORZ ORDER  -  FIRST
 LX4875
 LX4875.The horizontal coordinates were established by classical geodetic methods
 LX4875.and adjusted by the National Geodetic Survey in August 1998..
 LX4875
 LX4875.The orthometric height was scaled from a topographic map.
 LX4875
 LX4875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4875
 LX4875.The geoid height was determined by GEOID03.
 LX4875
 LX4875;                    North         East     Units Scale Factor Converg.
 LX4875;SPC CT       -   237,398.241   339,439.744   MT  0.99998377   +0 16 31.8
 LX4875;SPC CT       -   778,864.06  1,113,645.23   sFT  0.99998377   +0 16 31.8
 LX4875;UTM  18      - 4,608,567.797   722,143.679   MT  1.00020732   +1 46 13.2
 LX4875
 LX4875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4875!SPC CT       -   0.99998497  x   0.99998377  =   0.99996874
 LX4875!UTM  18      -   0.99998497  x   1.00020732  =   1.00019229
 LX4875
 LX4875:                Primary Azimuth Mark                     Grid Az
 LX4875:SPC CT       -  COLCHESTER SOUTH BASE                    166 30 07.8
 LX4875:UTM  18      -  COLCHESTER SOUTH BASE                    165 00 26.4
 LX4875
 LX4875|---------------------------------------------------------------------|
 LX4875| PID    Reference Object                     Distance      Geod. Az  |
 LX4875|                                                           dddmmss.s |
 LX4875| LX4870 COLCHESTER SOUTH BASE               APPROX. 0.6 KM 1664639.6 |
 LX4875| LX4874 BASE A 2                            155.622 METERS 33058     |
 LX4875|---------------------------------------------------------------------|
 LX4875
 LX4875                          SUPERSEDED SURVEY CONTROL
 LX4875
 LX4875  NAD 83(1992)-  41 35 52.53201(N)    072 20 04.22197(W) AD(       ) 1
 LX4875  NAD 83(1986)-  41 35 52.53342(N)    072 20 04.22390(W) AD(       ) 1
 LX4875  NAD 27      -  41 35 52.17600(N)    072 20 05.92100(W) AD(       ) 1
 LX4875
 LX4875.Superseded values are not recommended for survey control.
 LX4875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4875.See file dsdata.txt to determine how the superseded data were derived.
 LX4875
 LX4875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2214408568(NAD 83)
 LX4875
 LX4875  HISTORY     - Date     Condition        Report By
 LX4875  HISTORY     - 1942     MONUMENTED       CGS
 LX4875  HISTORY     - 1973     SEE DESCRIPTION  CTP+L
 LX4875
 LX4875                          STATION DESCRIPTION
 LX4875
 LX4875'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4875'THE STATION IS LOCATED ABOUT 1.5 MILES N OF COLCHESTER, 16 FEET
 LX4875'E OF THE E RAIL OF THE NEW HAVEN AND HARTFORD SPUR LINE RAILROAD
 LX4875'WHICH RUNS FROM AMSTON TO COLCHESTER.  IT IS ON THE TANGENT OF THE
 LX4875'E RAIL FROM THE S AT THE FIRST CURVE N OF TRIANGULATION STATION
 LX4875'COLCHESTER SOUTH BASE, 4 FEET W OF A N-S FENCE LINE.  THE DISK IS
 LX4875'SET IN A DRILLED HOLE IN A BOULDER THAT IS 8 INCHES LONG BY 4
 LX4875'INCHES WIDE AND PROJECTS 2 INCHES AND IT IS STAMPED BASE A 1,
 LX4875'1942.
 LX4875'
 LX4875'TO REACH THE STATION FROM THE JUNCTIONS OF CONN. STATE HIGHWAYS
 LX4875'16, 2 AND 85 IN COLCHESTER, GO N AND W ON CONN. STATE HIGHWAYS
 LX4875'2 AND 85 FOR 0.35 MILE, THENCE RIGHT ON CONN. STATE HIGHWAY NO. 85
 LX4875'FOR 0.9 MILE TO A DIRT ROAD FORK AT A LEFT CURVE IN HIGHWAY,
 LX4875'HERE TURN RIGHT ON DIRT TRAIL ROAD FOR 0.15 MILE TO A FORK,
 LX4875'THENCE KEEP RIGHT FORK ON TRAIL ROAD FOR 0.25 MILE TO THE
 LX4875'ENTRANCE TO A GARBAGE DUMP ON THE LEFT, THENCE STRAIGHT AHEAD
 LX4875'FOR 0.05 MILE TO A RAILROAD TRACK.  HERE BACK PACK N ALONG
 LX4875'RAILROAD TRACK TO THE FIRST CURVE IN RAILROAD TRACK AND
 LX4875'STATION ON THE RIGHT AS DESCRIBED.
 LX4875'
 LX4875'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX4875
 LX4875                          STATION RECOVERY (1973)
 LX4875
 LX4875'RECOVERY NOTE BY CONNECTICUT POWER AND LIGHT COMPANY 1973 (RHB)
 LX4875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4874 ***********************************************************************
 LX4874  DESIGNATION -  BASE A 2
 LX4874  PID         -  LX4874
 LX4874  STATE/COUNTY-  CT/NEW LONDON
 LX4874  USGS QUAD   -  COLCHESTER (1984)
 LX4874
 LX4874                         *CURRENT SURVEY CONTROL
 LX4874  ___________________________________________________________________
 LX4874* NAD 83(1996)-  41 35 56.94263(N)    072 20 07.48439(W)     ADJUSTED  
 LX4874* NAVD 88     -       125.     (meters)     410.     (feet)  SCALED    
 LX4874  ___________________________________________________________________
 LX4874  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX4874  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX4874
 LX4874  HORZ ORDER  -  FIRST
 LX4874
 LX4874.The horizontal coordinates were established by classical geodetic methods
 LX4874.and adjusted by the National Geodetic Survey in August 1998..
 LX4874
 LX4874.The orthometric height was scaled from a topographic map.
 LX4874
 LX4874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4874
 LX4874.The geoid height was determined by GEOID03.
 LX4874
 LX4874;                    North         East     Units Scale Factor Converg.
 LX4874;SPC CT       -   237,533.929   339,363.548   MT  0.99998379   +0 16 29.6
 LX4874;SPC CT       -   779,309.23  1,113,395.24   sFT  0.99998379   +0 16 29.6
 LX4874;UTM  18      - 4,608,701.481   722,063.951   MT  1.00020688   +1 46 11.2
 LX4874
 LX4874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4874!SPC CT       -   0.99998513  x   0.99998379  =   0.99996892
 LX4874!UTM  18      -   0.99998513  x   1.00020688  =   1.00019201
 LX4874
 LX4874                          SUPERSEDED SURVEY CONTROL
 LX4874
 LX4874  NAD 83(1992)-  41 35 56.94201(N)    072 20 07.48412(W) AD(       ) 1
 LX4874  NAD 83(1986)-  41 35 56.94342(N)    072 20 07.48604(W) AD(       ) 1
 LX4874  NAD 27      -  41 35 56.58600(N)    072 20 09.18400(W) AD(       ) 1
 LX4874
 LX4874.Superseded values are not recommended for survey control.
 LX4874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4874.See file dsdata.txt to determine how the superseded data were derived.
 LX4874
 LX4874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2206408701(NAD 83)
 LX4874
 LX4874  HISTORY     - Date     Condition        Report By
 LX4874  HISTORY     - 1942     MONUMENTED       CGS
 LX4874  HISTORY     - 1973     SEE DESCRIPTION  CTP+L
 LX4874
 LX4874                          STATION DESCRIPTION
 LX4874
 LX4874'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4874'THE STATION IS LOCATED ABOUT 1.5 MILES N OF COLCHESTER, 9 FEET
 LX4874'E OF THE E RAIL OF THE NEW HAVEN AND HARTFORD SPUR LINE RAILROAD
 LX4874'WHICH RUNS FROM AMSTON TO COLCHESTER, 63 FEET N OF THE N END OF A
 LX4874'SMALL RAILROAD TRESSEL.  THE DISK IS SET IN A DRILLED HOLE IN A
 LX4874'BOULDER THAT IS 9 INCHES LONG BY 5 INCHES WIDE AND PROJECTS 1
 LX4874'INCH AND IT IS STAMPED BASE A 2, 1942.
 LX4874'
 LX4874'TO REACH THE STATION FROM THE JUNCTIONS OF CONN. STATE HIGHWAYS
 LX4874'16, 2 AND 85 IN COLCHESTER, GO N AND W ON CONN. STATE HIGHWAYS 2 AND
 LX4874'85 FOR 0.35 MILE, THENCE RIGHT ON CONN. STATE HIGHWAY 85 FOR 0.9
 LX4874'MILE TO A DIRT ROAD FORK AT A LEFT CURVE IN HIGHWAY, HERE
 LX4874'TURN RIGHT ON DIRT TRAIL ROAD FOR 0.15 MILE TO A FORK, THENCE
 LX4874'KEEP RIGHT FORK ON TRAIL ROAD FOR 0.25 MILE TO THE ENTRANCE TO A
 LX4874'GARBAGE DUMP ON THE LEFT, THENCE STRAIGHT AHEAD FOR 0.05
 LX4874'MILE TO A RAILROAD TRACK.  HERE BACK PACK N ALONG RAILROAD
 LX4874'TRACK FOR ABOUT 80 YARDS PAST THE FIRST CURVE IN THE TRACK, OR 63
 LX4874'FEET N OF THE N END OF A SMALL RAILROAD TRESSEL AND STATION ON
 LX4874'THE RIGHT AS DESCRIBED.
 LX4874'
 LX4874'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX4874
 LX4874                          STATION RECOVERY (1973)
 LX4874
 LX4874'RECOVERY NOTE BY CONNECTICUT POWER AND LIGHT COMPANY 1973 (RHB)
 LX4874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4873 ***********************************************************************
 LX4873  DESIGNATION -  BASE A 3
 LX4873  PID         -  LX4873
 LX4873  STATE/COUNTY-  CT/NEW LONDON
 LX4873  USGS QUAD   -  COLCHESTER (1984)
 LX4873
 LX4873                         *CURRENT SURVEY CONTROL
 LX4873  ___________________________________________________________________
 LX4873* NAD 83(1996)-  41 36 03.05480(N)    072 20 15.26354(W)     ADJUSTED  
 LX4873* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 LX4873  ___________________________________________________________________
 LX4873  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LX4873  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX4873
 LX4873  HORZ ORDER  -  FIRST
 LX4873
 LX4873.The horizontal coordinates were established by classical geodetic methods
 LX4873.and adjusted by the National Geodetic Survey in August 1998..
 LX4873
 LX4873.The orthometric height was scaled from a topographic map.
 LX4873
 LX4873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4873
 LX4873.The geoid height was determined by GEOID03.
 LX4873
 LX4873;                    North         East     Units Scale Factor Converg.
 LX4873;SPC CT       -   237,721.632   339,182.503   MT  0.99998383   +0 16 24.5
 LX4873;SPC CT       -   779,925.05  1,112,801.26   sFT  0.99998383   +0 16 24.5
 LX4873;UTM  18      - 4,608,884.438   721,878.030   MT  1.00020587   +1 46 06.3
 LX4873
 LX4873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4873!SPC CT       -   0.99998466  x   0.99998383  =   0.99996849
 LX4873!UTM  18      -   0.99998466  x   1.00020587  =   1.00019052
 LX4873
 LX4873|---------------------------------------------------------------------|
 LX4873| PID    Reference Object                     Distance      Geod. Az  |
 LX4873|                                                           dddmmss.s |
 LX4873| LX4874 BASE A 2                            260.790 METERS 13618     |
 LX4873| LX4867 BASE A 4                            354.462 METERS 32823     |
 LX4873|---------------------------------------------------------------------|
 LX4873
 LX4873                          SUPERSEDED SURVEY CONTROL
 LX4873
 LX4873  NAD 83(1992)-  41 36 03.05418(N)    072 20 15.26327(W) AD(       ) 1
 LX4873  NAD 83(1986)-  41 36 03.05558(N)    072 20 15.26516(W) AD(       ) 1
 LX4873  NAD 27      -  41 36 02.69800(N)    072 20 16.96400(W) AD(       ) 1
 LX4873
 LX4873.Superseded values are not recommended for survey control.
 LX4873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4873.See file dsdata.txt to determine how the superseded data were derived.
 LX4873
 LX4873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2187808884(NAD 83)
 LX4873
 LX4873  HISTORY     - Date     Condition        Report By
 LX4873  HISTORY     - 1942     MONUMENTED       CGS
 LX4873  HISTORY     - 1973     SEE DESCRIPTION  CTP+L
 LX4873
 LX4873                          STATION DESCRIPTION
 LX4873
 LX4873'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4873'THE STATION IS LOCATED ABOUT 1.75 MILES N OF COLCHESTER, 7 FEET
 LX4873'W OF THE W RAIL OF THE NEW HAVEN AND HARTFORD SPUR LINE RAILROAD
 LX4873'WHICH RUNS FROM AMSTON TO COLCHESTER.  THE MARK IS SET AT THE BASE
 LX4873'OF THE W RAILROAD EMBANKMENT AND IS ON THE TANGENT OF THE W RAIL
 LX4873'FROM THE N.  THE DISK IS SET IN A DRILLED HOLE IN A BOULDER THAT
 LX4873'IS 10 INCHES LONG BY 6 INCHES WIDE AND PROJECTS 2 INCHES.  THE
 LX4873'DISK IS STAMPED BASE A 3, 1942.
 LX4873
 LX4873                          STATION RECOVERY (1973)
 LX4873
 LX4873'RECOVERY NOTE BY CONNECTICUT POWER AND LIGHT COMPANY 1973 (RHB)
 LX4873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4867 ***********************************************************************
 LX4867  DESIGNATION -  BASE A 4
 LX4867  PID         -  LX4867
 LX4867  STATE/COUNTY-  CT/TOLLAND
 LX4867  USGS QUAD   -  COLCHESTER (1984)
 LX4867
 LX4867                         *CURRENT SURVEY CONTROL
 LX4867  ___________________________________________________________________
 LX4867* NAD 83(1996)-  41 36 12.83939(N)    072 20 23.28664(W)     ADJUSTED  
 LX4867* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 LX4867  ___________________________________________________________________
 LX4867  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX4867  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX4867
 LX4867  HORZ ORDER  -  FIRST
 LX4867
 LX4867.The horizontal coordinates were established by classical geodetic methods
 LX4867.and adjusted by the National Geodetic Survey in August 1998..
 LX4867
 LX4867.The orthometric height was scaled from a topographic map.
 LX4867
 LX4867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4867
 LX4867.The geoid height was determined by GEOID03.
 LX4867
 LX4867;                    North         East     Units Scale Factor Converg.
 LX4867;SPC CT       -   238,022.609   338,995.282   MT  0.99998388   +0 16 19.1
 LX4867;SPC CT       -   780,912.51  1,112,187.02   sFT  0.99998388   +0 16 19.1
 LX4867;UTM  18      - 4,609,180.493   721,682.977   MT  1.00020480   +1 46 01.3
 LX4867
 LX4867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4867!SPC CT       -   0.99998466  x   0.99998388  =   0.99996854
 LX4867!UTM  18      -   0.99998466  x   1.00020480  =   1.00018945
 LX4867
 LX4867|---------------------------------------------------------------------|
 LX4867| PID    Reference Object                     Distance      Geod. Az  |
 LX4867|                                                           dddmmss.s |
 LX4867| LX4873 BASE A 3                            354.462 METERS 14823     |
 LX4867| LX4868 BASE A 5                            232.574 METERS 33640     |
 LX4867|---------------------------------------------------------------------|
 LX4867
 LX4867                          SUPERSEDED SURVEY CONTROL
 LX4867
 LX4867  NAD 83(1992)-  41 36 12.83877(N)    072 20 23.28637(W) AD(       ) 1
 LX4867  NAD 83(1986)-  41 36 12.84013(N)    072 20 23.28823(W) AD(       ) 1
 LX4867  NAD 27      -  41 36 12.48300(N)    072 20 24.98800(W) AD(       ) 1
 LX4867
 LX4867.Superseded values are not recommended for survey control.
 LX4867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4867.See file dsdata.txt to determine how the superseded data were derived.
 LX4867
 LX4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2168309180(NAD 83)
 LX4867
 LX4867  HISTORY     - Date     Condition        Report By
 LX4867  HISTORY     - 1942     MONUMENTED       CGS
 LX4867  HISTORY     - 1973     SEE DESCRIPTION  CTP+L
 LX4867
 LX4867                          STATION DESCRIPTION
 LX4867
 LX4867'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4867'THIS STATION IS LOCATED ON THE COLCHESTER BASE LINE ALONG A SPUR
 LX4867'LINE OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.  IT IS 38
 LX4867'RAIL LENGTHS N OF STATION A-3 ON TANGENTS WITH THE W RAIL FROM THE
 LX4867'N AND S AT A CURVE IN THE TRACKS.  THE MARK IS A BRONZE
 LX4867'TRIANGULATION STATION DISK SET IN THE RAILROAD FILL, 5.1 FEET W
 LX4867'OF THE W RAIL.  THE DISK IS SET IN A DRILL HOLE IN A SMALL
 LX4867'BOULDER AND IS STAMPED BASE A 4, 1942.
 LX4867
 LX4867                          STATION RECOVERY (1973)
 LX4867
 LX4867'RECOVERY NOTE BY CONNECTICUT POWER AND LIGHT COMPANY 1973 (RHB)
 LX4867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4868 ***********************************************************************
 LX4868  DESIGNATION -  BASE A 5
 LX4868  PID         -  LX4868
 LX4868  STATE/COUNTY-  CT/TOLLAND
 LX4868  USGS QUAD   -  COLCHESTER (1984)
 LX4868
 LX4868                         *CURRENT SURVEY CONTROL
 LX4868  ___________________________________________________________________
 LX4868* NAD 83(1996)-  41 36 19.76166(N)    072 20 27.26380(W)     ADJUSTED  
 LX4868* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 LX4868  ___________________________________________________________________
 LX4868  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX4868  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX4868
 LX4868  HORZ ORDER  -  FIRST
 LX4868
 LX4868.The horizontal coordinates were established by classical geodetic methods
 LX4868.and adjusted by the National Geodetic Survey in August 1998..
 LX4868
 LX4868.The orthometric height was scaled from a topographic map.
 LX4868
 LX4868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4868
 LX4868.The geoid height was determined by GEOID03.
 LX4868
 LX4868;                    North         East     Units Scale Factor Converg.
 LX4868;SPC CT       -   238,235.730   338,902.176   MT  0.99998392   +0 16 16.5
 LX4868;SPC CT       -   781,611.72  1,111,881.56   sFT  0.99998392   +0 16 16.5
 LX4868;UTM  18      - 4,609,391.159   721,584.321   MT  1.00020426   +1 45 58.9
 LX4868
 LX4868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4868!SPC CT       -   0.99998387  x   0.99998392  =   0.99996779
 LX4868!UTM  18      -   0.99998387  x   1.00020426  =   1.00018813
 LX4868
 LX4868|---------------------------------------------------------------------|
 LX4868| PID    Reference Object                     Distance      Geod. Az  |
 LX4868|                                                           dddmmss.s |
 LX4868| LX4867 BASE A 4                            232.574 METERS 15640     |
 LX4868| LX4869 BASE A 6                            APPROX. 0.6 KM 3501217.2 |
 LX4868|---------------------------------------------------------------------|
 LX4868
 LX4868                          SUPERSEDED SURVEY CONTROL
 LX4868
 LX4868  NAD 83(1992)-  41 36 19.76105(N)    072 20 27.26352(W) AD(       ) 1
 LX4868  NAD 83(1986)-  41 36 19.76241(N)    072 20 27.26537(W) AD(       ) 1
 LX4868  NAD 27      -  41 36 19.40500(N)    072 20 28.96500(W) AD(       ) 1
 LX4868
 LX4868.Superseded values are not recommended for survey control.
 LX4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4868.See file dsdata.txt to determine how the superseded data were derived.
 LX4868
 LX4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2158409391(NAD 83)
 LX4868
 LX4868  HISTORY     - Date     Condition        Report By
 LX4868  HISTORY     - 1942     MONUMENTED       CGS
 LX4868  HISTORY     - 1973     SEE DESCRIPTION  CTP+L
 LX4868
 LX4868                          STATION DESCRIPTION
 LX4868
 LX4868'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4868'THIS STATION IS LOCATED ON THE COLCHESTER BASE LINE ALONG A SPUR
 LX4868'LINE OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.  IT IS ON THE
 LX4868'W BANK OF THE TRACKS, 14.0 FEET W OF THE W RAIL AT A CURVE IN THE
 LX4868'TRACKS ABOUT 1.7 MILES S OF STATION COLCHESTER NORTH BASE.  IT IS
 LX4868'ONE RAIL LENGTH S OF A SMALL RAILROAD BRIDGE.  THE MARK IS A
 LX4868'BRONZE TRIANGULATION STATION DISK STAMPED BASE A-5, 1942.
 LX4868
 LX4868                          STATION RECOVERY (1973)
 LX4868
 LX4868'RECOVERY NOTE BY CONNECTICUT POWER AND LIGHT COMPANY 1973 (RHB)
 LX4868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4869 ***********************************************************************
 LX4869  DESIGNATION -  BASE A 6
 LX4869  PID         -  LX4869
 LX4869  STATE/COUNTY-  CT/TOLLAND
 LX4869  USGS QUAD   -  COLCHESTER (1984)
 LX4869
 LX4869                         *CURRENT SURVEY CONTROL
 LX4869  ___________________________________________________________________
 LX4869* NAD 83(1996)-  41 36 40.15025(N)    072 20 31.95406(W)     ADJUSTED  
 LX4869* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 LX4869  ___________________________________________________________________
 LX4869  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX4869  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX4869
 LX4869  HORZ ORDER  -  FIRST
 LX4869
 LX4869.The horizontal coordinates were established by classical geodetic methods
 LX4869.and adjusted by the National Geodetic Survey in August 1998..
 LX4869
 LX4869.The orthometric height was scaled from a topographic map.
 LX4869
 LX4869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4869
 LX4869.The geoid height was determined by GEOID03.
 LX4869
 LX4869;                    North         East     Units Scale Factor Converg.
 LX4869;SPC CT       -   238,864.219   338,790.605   MT  0.99998405   +0 16 13.4
 LX4869;SPC CT       -   783,673.69  1,111,515.51   sFT  0.99998405   +0 16 13.4
 LX4869;UTM  18      - 4,610,016.661   721,456.360   MT  1.00020356   +1 45 56.4
 LX4869
 LX4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4869!SPC CT       -   0.99998465  x   0.99998405  =   0.99996870
 LX4869!UTM  18      -   0.99998465  x   1.00020356  =   1.00018821
 LX4869
 LX4869:                Primary Azimuth Mark                     Grid Az
 LX4869:SPC CT       -  BASE A 5                                 169 56 00.7
 LX4869:UTM  18      -  BASE A 5                                 168 26 17.7
 LX4869
 LX4869|---------------------------------------------------------------------|
 LX4869| PID    Reference Object                     Distance      Geod. Az  |
 LX4869|                                                           dddmmss.s |
 LX4869| LX4868 BASE A 5                            APPROX. 0.6 KM 1701214.1 |
 LX4869|---------------------------------------------------------------------|
 LX4869
 LX4869                          SUPERSEDED SURVEY CONTROL
 LX4869
 LX4869  NAD 83(1992)-  41 36 40.14964(N)    072 20 31.95379(W) AD(       ) 1
 LX4869  NAD 83(1986)-  41 36 40.15103(N)    072 20 31.95562(W) AD(       ) 1
 LX4869  NAD 27      -  41 36 39.79400(N)    072 20 33.65500(W) AD(       ) 1
 LX4869
 LX4869.Superseded values are not recommended for survey control.
 LX4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4869.See file dsdata.txt to determine how the superseded data were derived.
 LX4869
 LX4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2145610017(NAD 83)
 LX4869
 LX4869  HISTORY     - Date     Condition        Report By
 LX4869  HISTORY     - 1942     MONUMENTED       CGS
 LX4869  HISTORY     - 1973     SEE DESCRIPTION  CTP+L
 LX4869
 LX4869                          STATION DESCRIPTION
 LX4869
 LX4869'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4869'THIS STATION IS LOCATED ON THE W RAIL OF THE SPUR LINE OF THE NEW
 LX4869'YORK, NEW HAVEN AND HARTFORD RAILROAD.  IT IS APPROXIMATELY
 LX4869'1.0 MILE S OF COLCHESTER NORTH BASE AND 7.58 FEET S OF A POINT
 LX4869'OF TWO RAILS.  THE STATION IS MARKED BY THREE LINES CUT IN THE
 LX4869'RAIL.  THE CENTER USED WAS THE INTERSECTION OF THESE LINES.
 LX4869
 LX4869                          STATION RECOVERY (1973)
 LX4869
 LX4869'RECOVERY NOTE BY CONNECTICUT POWER AND LIGHT COMPANY 1973 (RHB)
 LX4869'NOT RECOVERED.  THE SPUR LINE OF THE RAILROAD HAS BEEN
 LX4869'ABANDONED AND THE RAILS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3584 ***********************************************************************
 LW3584  DESIGNATION -  BAY
 LW3584  PID         -  LW3584
 LW3584  STATE/COUNTY-  CT/NEW LONDON
 LW3584  USGS QUAD   -  JEWETT CITY (1984)
 LW3584
 LW3584                         *CURRENT SURVEY CONTROL
 LW3584  ___________________________________________________________________
 LW3584* NAD 83(1996)-  41 32 29.62641(N)    071 54 53.67071(W)     ADJUSTED  
 LW3584* NAVD 88     -       167.8    (meters)     551.     (feet)  VERTCON   
 LW3584  ___________________________________________________________________
 LW3584  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LW3584  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW3584
 LW3584  HORZ ORDER  -  FIRST
 LW3584
 LW3584.The horizontal coordinates were established by classical geodetic methods
 LW3584.and adjusted by the National Geodetic Survey in August 1998..
 LW3584
 LW3584.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3584
 LW3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3584
 LW3584.The geoid height was determined by GEOID03.
 LW3584
 LW3584;                    North         East     Units Scale Factor Converg.
 LW3584;SPC CT       -   231,391.834   374,480.689   MT  0.99998315   +0 33 13.4
 LW3584;SPC CT       -   759,158.04  1,228,608.73   sFT  0.99998315   +0 33 13.4
 LW3584;UTM  19      - 4,602,982.026   256,856.458   MT  1.00032759   -1 56 02.4
 LW3584
 LW3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3584!SPC CT       -   0.99997843  x   0.99998315  =   0.99996158
 LW3584!UTM  19      -   0.99997843  x   1.00032759  =   1.00030601
 LW3584
 LW3584|---------------------------------------------------------------------|
 LW3584| PID    Reference Object                     Distance      Geod. Az  |
 LW3584|                                                           dddmmss.s |
 LW3584| CB7094 BAY RM 1                             54.081 METERS 02008     |
 LW3584| LW3558 NORTH STONINGTON CONG CH SPIRE      APPROX. 7.4 KM 1223457.3 |
 LW3584| CB7095 BAY RM 2                             24.451 METERS 13612     |
 LW3584| LW3470 NORTH STONINGTON TV TOWER           APPROX. 9.0 KM 1872659.3 |
 LW3584| CB7096 BAY RM 3                             35.168 METERS 26240     |
 LW3584| LW3590 VORTAC NORWICH ORW                  APPROX. 7.2 KM 2831227.9 |
 LW3584| LX4774 MELL                                APPROX. 9.5 KM 3003859.4 |
 LW3584|---------------------------------------------------------------------|
 LW3584
 LW3584                          SUPERSEDED SURVEY CONTROL
 LW3584
 LW3584  NAD 83(1992)-  41 32 29.62531(N)    071 54 53.67001(W) AD(       ) 1
 LW3584  NAD 83(1986)-  41 32 29.62533(N)    071 54 53.67137(W) AD(       ) 1
 LW3584  NAD 27      -  41 32 29.26881(N)    071 54 55.40788(W) AD(       ) 1
 LW3584  NGVD 29 (07/19/86)  168.1    (m)          552.     (f) VERT ANG       
 LW3584
 LW3584.Superseded values are not recommended for survey control.
 LW3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3584.See file dsdata.txt to determine how the superseded data were derived.
 LW3584
 LW3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5685602982(NAD 83)
 LW3584
 LW3584  HISTORY     - Date     Condition        Report By
 LW3584  HISTORY     - 1937     MONUMENTED       CTGS
 LW3584  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3584  HISTORY     - 1975     GOOD             NGS
 LW3584
 LW3584                          STATION DESCRIPTION
 LW3584
 LW3584'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3584'STATION IS A STANDARD DISK STAMPED BAY-1937 SET IN A DRILL HOLE
 LW3584'IN OUTCROPPING LEDGE 22 FEET SW OF A 10-INCH WHITE OAK, AND 11
 LW3584'FEET NORTH OF A 11-INCH CEDAR.  IT IS ON A HIGH WOODED HILL
 LW3584'(OAK AND PINE), THE HIGHEST AND MOST NORTHERLY OF THREE HILLS JUST
 LW3584'NORTH OF ROUTE 165, 4.3 MILES EAST OF PRESTON CITY, 1.3 MILES
 LW3584'WSW OF SOUTHERN TIP OF GLASCO RESERVOIR, AND ABOUT 3000 FEET
 LW3584'SOUTH OF ROUTE 165.
 LW3584'
 LW3584'TO REACH FROM INTERSECTION OF ROUTES 165 AND 138, IN VOLUNTOWN GO
 LW3584'WEST ON 165 4.6 MILES TO CROSS ROADS (TOP OF LONG GRADE).  TURN
 LW3584'LEFT (S) INTO DIRT ROAD AND GO 100 FEET UP HILL ON WOODS ROAD AND
 LW3584'GO 0.3 MILE TO DIM ROAD ON RIGHT (DO NOT TAKE).  CONTINUE STRAIGHT
 LW3584'200 FEET TO ANOTHER DIM ROAD RIGHT (DO NOT TAKE).  CONTINUE
 LW3584'STRAIGHT 0.2 MILE AND TURN SHARP RIGHT (W) AND CONTINUE
 LW3584'0.1 MILE TO STONE WALL OPENING.  STATION IS 130 FEET SW OF HERE
 LW3584'ON LARGE LEDGE 15 FEET IN DIAMETER.
 LW3584'
 LW3584'R.M. 1 IS A STANDARD DISK STAMPED BAY-1937-NO. 1 SET IN
 LW3584'BOULDER 5 FEET BY 4 FEET AND 3 FEET HIGH, 15 FEET NORTH OF 15
 LW3584'INCH BLACK OAK, 10 FEET NE OF 15-INCH WHITE OAK, AND 178.72 FEET
 LW3584'NORTH OF STATION.
 LW3584'
 LW3584'R.M. 2 IS A STANDARD DISK STAMPED BAY-1937-NO. 2 SET IN
 LW3584'OUTCROPPING ROCK 1 FOOT BY 1/2 FOOT AND 3 INCHES HIGH, 18 FEET
 LW3584'WEST OF 18-INCH BLACK OAK, 12 FEET EAST OF CENTER LINE OF WOODS
 LW3584'ROAD (ROAD LEADING TO STATION), AND 80.38 FEET SE OF STATION.
 LW3584'
 LW3584'R.M. 3 IS A STANDARD DISK STAMPED BAY-1937-NO. 3 SET IN
 LW3584'OUTCROPPING ROCK 3 FEET BY 2 FEET AND 1 FOOT HIGH, 65 FEET W NW
 LW3584'OF NE CORNER OF STONE WALL, 30 FEET NORTH OF WALL, 30 FEET SOUTH
 LW3584'OF 36-INCH OLD OAK, AND 116.71 FEET WEST OF STATION.
 LW3584'
 LW3584'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 LW3584
 LW3584                          STATION RECOVERY (1973)
 LW3584
 LW3584'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3584'BAY 1937 EXCELLENT
 LW3584'
 LW3584'BAY RM 1 1937 EXCELLENT
 LW3584'
 LW3584'BAY RM 2 1937 EXCELLENT
 LW3584'
 LW3584'BAY RM 3 1937 EXCELLENT
 LW3584'
 LW3584'WOOD ROAD IN ORIGINAL DESCRIPTION COMPLETELY OVERGROWN WITH TREES.
 LW3584'
 LW3584'TO REACH FROM THE INTERSECTION OF CONN 165 (VOLUNTOWN ROAD) AND
 LW3584'CONN 201 (GLASGLO ROAD) IN THE TOWN OF GRISWOLD, GO SOUTHWEST ON
 LW3584'CONN 165 FOR 1.7 MILES TO A POINT WHICH IS AT CL AND P POLE 840
 LW3584'AND IS 0.92 MILE NORTHWEST OF NORTH WEST CORNER ROAD.  PARK TRUCK
 LW3584'HERE.  STATION IS ABOUT 1400 FEET SOUTHEASTERLY ON TOP OF HILL.
 LW3584'TOP OF HILL.
 LW3584
 LW3584                          STATION RECOVERY (1975)
 LW3584
 LW3584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3584'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 LW3584'REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 LW3584'TO REFERENCE MARK 1 WAS FOUND TO BE 1.29 FEET SHORTER, THE
 LW3584'DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.16 FOOT SHORTER
 LW3584'AND THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE 1.33
 LW3584'FEET SHORTER.  THE DIRECTION TO REFERENCE MARK 1 CHECKED, THE
 LW3584'DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE LESS BY 5 MINUTES
 LW3584'AND 22 SECONDS AND THE DIRECTION TO REFERENCE MARK 3 WAS FOUND
 LW3584'TO BE GREATER BY 12 MINUTES AND 35 SECONDS.  THE DISTANCES
 LW3584'AND DIRECTIONS WERE CHECKED ON TWO DIFFERENT DATES AND WERE
 LW3584'FOUND TO AGREE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW3584'
 LW3584'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF JEWETT CITY,
 LW3584'3-1/2 MILES SOUTHWEST OF VOLUNTOWN, 3 MILES EAST OF PRESTON
 LW3584'CITY AND ON THE PROPERTY OF MR. WILLIAM H. ADAMS, 9452. 134TH
 LW3584'AVENUE, OZONE PARK 17, NEW YORK.  IN REACHING THE STATION THE
 LW3584'PROPERTY OF MR. DONALD BARNES, RFD 3, NORWICH, CONNECTICUT, WILL
 LW3584'ALSO BE CROSSED.  HIS TELEPHONE NUMBER IS 376-4897.
 LW3584'
 LW3584'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN, GO
 LW3584'EASTERLY ON STATE HIGHWAY 138 FOR 0.35 MILE TO THE JUNCTION OF
 LW3584'STATE HIGHWAYS 138, 49 AND 165.  TURN SHARPLY TO THE RIGHT AND
 LW3584'GO SOUTHWESTERLY ON STATE HIGHWAY 165 FOR 2.0 MILES TO THE
 LW3584'JUNCTION OF STATE HIGHWAY 201.  CONTINUE SOUTHWESTERLY ON
 LW3584'STATE HIGHWAY 165 FOR 0.5 MILE TO A BRIDGE OVER PACHAUG POND,
 LW3584'CONTINUE WEST-SOUTHWEST ON STATE HIGHWAY 165 FOR 1.3 MILES
 LW3584'TO A DIM WOODS ROAD ON THE LEFT AND POWER LINE POLE NUMBER 551
 LW3584'ON THE RIGHT.  TURN LEFT AND GO SOUTHEASTERLY, UP A STEEP
 LW3584'GRADE, ON THE WOODS ROAD FOR 1.0 MILS TO THE TOP OF THE HILL
 LW3584'AND THE STATION AS DESCRIBED.
 LW3584'
 LW3584'THE STATION MARK IS A STANDARD DISK STAMPED BAY 1937, CEMENTED
 LW3584'IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF BEDROCK WHICH
 LW3584'IS ABOUT 4 BY 6 FEET AND PROJECTS ABOUT 3 INCHES ABOVE THE
 LW3584'GROUND SURFACE.  IT IS 300 FEET NORTH OF A ROCK FENCE, 83 FEET
 LW3584'EAST OF A ROCK FENCE CORNER, 44 FEET SOUTHEAST OF A LARGE
 LW3584'BOULDER, WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE,
 LW3584'AND 20.8 FEET SOUTHWEST OF A TREE WITH A TRIANGULAR BLAZE.
 LW3584'
 LW3584'REFERENCE MARK 1, STAMPED BAY RM 1 1937, IS A STANDARD DISK
 LW3584'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH
 LW3584'PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS 75
 LW3584'FEET NORTHEAST OF THE WOODS ROAD AND ABOUT 30 FEET LOWER THAN
 LW3584'THE STATION.
 LW3584'
 LW3584'REFERENCE MARK 2, STAMPED BAY RM 2 1937, IS A STANDARD DISK
 LW3584'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 LW3584'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LW3584'118 FEET WEST OF A ROCK FENCE AND 73 FEET NORTH OF A
 LW3584'ROCK FENCE.  IT IS ABOUT 12 FEET LOWER THAN THE STATION.
 LW3584'
 LW3584'REFERENCE MARK 3, STAMPED BAY RM 3 1937, IS A STANDARD DISK
 LW3584'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 LW3584'WHICH PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LW3584'50 FEET NORTH OF A CORNER IN THE ROCK FENCE, 27 FEET NORTH OF A
 LW3584'ROCK FENCE AND 26 FEET SOUTHWEST OF A LARGE BOULDER WHICH
 LW3584'PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS ABOUT 20
 LW3584'FEET LOWER THAN THE STATION.
 LW3584'
 LW3584'NO ATTEMPT WAS MADE TO MEASURE BETWEEN THE REFERENCE MARKS
 LW3584'DUE TO THE DIFFERENCES IN ELEVATION, TREES AND HEAVY BRUSH.
 LW3584'
 LW3584'HEIGHT OF LIGHT ABOVE STATION MARK 74.9 FEET.
 LW3584'
 LW3584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3584'3 MILES EAST OF PRESTON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5504 ***********************************************************************
 LX5504  DESIGNATION -  BAY
 LX5504  PID         -  LX5504
 LX5504  STATE/COUNTY-  CT/NEW LONDON
 LX5504  USGS QUAD   -  NIANTIC (1983)
 LX5504
 LX5504                         *CURRENT SURVEY CONTROL
 LX5504  ___________________________________________________________________
 LX5504* NAD 83(1996)-  41 18 35.80868(N)    072 10 25.20437(W)     ADJUSTED  
 LX5504* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5504  ___________________________________________________________________
 LX5504  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 LX5504  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX5504
 LX5504  HORZ ORDER  -  SECOND
 LX5504
 LX5504.The horizontal coordinates were established by classical geodetic methods
 LX5504.and adjusted by the National Geodetic Survey in August 1998..
 LX5504
 LX5504.The orthometric height was scaled from a topographic map.
 LX5504
 LX5504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5504
 LX5504.The geoid height was determined by GEOID03.
 LX5504
 LX5504;                    North         East     Units Scale Factor Converg.
 LX5504;SPC CT       -   205,492.671   353,061.751   MT  0.99999072   +0 22 55.7
 LX5504;SPC CT       -   674,187.20  1,158,336.76   sFT  0.99999072   +0 22 55.7
 LX5504;SPC NY L     -   128,555.937   452,929.779   MT  1.00002706   +1 11 40.5
 LX5504;SPC NY L     -   421,770.60  1,485,987.12   sFT  1.00002706   +1 11 40.5
 LX5504;UTM  18      - 4,577,018.880   736,594.367   MT  1.00028896   +1 51 59.8
 LX5504
 LX5504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5504!SPC CT       -   1.00000469  x   0.99999072  =   0.99999541
 LX5504!SPC NY L     -   1.00000469  x   1.00002706  =   1.00003175
 LX5504!UTM  18      -   1.00000469  x   1.00028896  =   1.00029365
 LX5504
 LX5504|---------------------------------------------------------------------|
 LX5504| PID    Reference Object                     Distance      Geod. Az  |
 LX5504|                                                           dddmmss.s |
 LX5504| CZ7032 BAY RM 1                             17.380 METERS 03251     |
 LX5504| CZ7033 BAY RM 2                             24.200 METERS 14035     |
 LX5504| LX5436 MAC INTOSH CHIMNEY                  APPROX. 2.8 KM 2490905.3 |
 LX5504| LX5437 CRESCENT PARK HOUSE CHIMNEY         APPROX. 2.4 KM 2700314.6 |
 LX5504| LX5442 OLD HOSPITAL FIRE ESCAPE            APPROX. 2.4 KM 2914853.8 |
 LX5504| LX5445 WIGWAM ROCK                         APPROX. 2.0 KM 2931107.3 |
 LX5504| LX5441 NIANTIC BAPTIST CHURCH TOWER        APPROX. 2.6 KM 3014941.8 |
 LX5504| LX5450 NIANTIC FLAGPOLE                    APPROX. 2.2 KM 3144754.5 |
 LX5504| LX5449 NIANTIC SPIRE                       APPROX. 2.5 KM 3204357.1 |
 LX5504|---------------------------------------------------------------------|
 LX5504
 LX5504                          SUPERSEDED SURVEY CONTROL
 LX5504
 LX5504  NAD 83(1992)-  41 18 35.80750(N)    072 10 25.20372(W) AD(       ) 2
 LX5504  NAD 83(1986)-  41 18 35.80921(N)    072 10 25.20841(W) AD(       ) 2
 LX5504  NAD 27      -  41 18 35.46200(N)    072 10 26.93200(W) AD(       ) 2
 LX5504
 LX5504.Superseded values are not recommended for survey control.
 LX5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5504.See file dsdata.txt to determine how the superseded data were derived.
 LX5504
 LX5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3659477019(NAD 83)
 LX5504_MARKER: DS = TRIANGULATION STATION DISK
 LX5504_SETTING: 66 = SET IN ROCK OUTCROP
 LX5504_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5504+STABILITY: POSITION/ELEVATION WELL
 LX5504
 LX5504  HISTORY     - Date     Condition        Report By
 LX5504  HISTORY     - 1934     MONUMENTED       CGS
 LX5504  HISTORY     - 1968     GOOD             CGS
 LX5504
 LX5504                          STATION DESCRIPTION
 LX5504
 LX5504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5504'THIS STATION IS LOCATED ON THE ROCKY POINT N OF MILLSTONE POINT
 LX5504'AND ON THE E SIDE OF NIANTIC BAY.  THE FORMATION OF THE POINT
 LX5504'IS VERTICAL STRATA OF VARYING COLORS.  THE STATION IS ON THE
 LX5504'HIGHEST PART OF THE OUTER LEDGE AND IS ALMOST CUT OFF FROM LAND
 LX5504'AT HIGH WATER.  IT IS A STANDARD DISC SET IN THE TOP OF THE
 LX5504'LEDGE.
 LX5504'
 LX5504'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5504'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX5504'THE ROCK.  REFERENCE MARKS NO.1 AND NO.2
 LX5504'ARE STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK.
 LX5504'
 LX5504'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN LEDGE ACROSS A
 LX5504'RAVINE FROM THE STATION AND IS NE OF THE STATION.  REFERENCE
 LX5504'MARK NO.2 IS ALSO A STANDARD DISC SET IN LEDGE ON THE MAINLAND
 LX5504'SE OF THE STATION.
 LX5504'
 LX5504'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5504
 LX5504                          STATION RECOVERY (1968)
 LX5504
 LX5504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5504'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7670 ***********************************************************************
 AC7670  SACS        -  This is a Secondary Airport Control Station.
 AC7670  DESIGNATION -  BDL B
 AC7670  PID         -  AC7670
 AC7670  STATE/COUNTY-  CT/HARTFORD
 AC7670  USGS QUAD   -  WINDSOR LOCKS (1984)
 AC7670
 AC7670                         *CURRENT SURVEY CONTROL
 AC7670  ___________________________________________________________________
 AC7670* NAD 83(1996)-  41 57 00.32545(N)    072 40 16.36405(W)     ADJUSTED  
 AC7670* NAVD 88     -        47.34   (meters)     155.3    (feet)  GPS OBS   
 AC7670  ___________________________________________________________________
 AC7670  X           -   1,415,023.609 (meters)                     COMP
 AC7670  Y           -  -4,535,090.999 (meters)                     COMP
 AC7670  Z           -   4,241,494.757 (meters)                     COMP
 AC7670  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AC7670  ELLIP HEIGHT-          18.30  (meters)          (06/04/02) GPS OBS
 AC7670  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AC7670
 AC7670  HORZ ORDER  -  FIRST
 AC7670  ELLP ORDER  -  FOURTH    CLASS I
 AC7670
 AC7670.This mark is at Bradley Intl Airport (BDL)
 AC7670
 AC7670.The horizontal coordinates were established by GPS observations
 AC7670.and adjusted by the National Geodetic Survey in May 2000..
 AC7670
 AC7670.The orthometric height was determined by GPS observations and a
 AC7670.high-resolution geoid model.
 AC7670
 AC7670.GPS derived orthometric heights for airport stations designated as
 AC7670.PACS or SACS are published to 2 decimal places.  This maintains
 AC7670.centimeter relative accuracy between the PACS and SACS.  It does
 AC7670.not indicate centimeter accuracy relative to other marks which are
 AC7670.part of the NAVD 88 network.
 AC7670
 AC7670.Photographs are available for this station.
 AC7670
 AC7670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7670
 AC7670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7670
 AC7670.The ellipsoidal height was determined by GPS observations
 AC7670.and is referenced to NAD 83.
 AC7670
 AC7670.The geoid height was determined by GEOID03.
 AC7670
 AC7670;                    North         East     Units Scale Factor Converg.
 AC7670;SPC CT       -   276,432.228   311,333.395   MT  1.00000952   +0 03 08.1
 AC7670;SPC CT       -   906,928.07  1,021,432.98   sFT  1.00000952   +0 03 08.1
 AC7670;UTM  18      - 4,646,857.849   693,021.043   MT  1.00005847   +1 33 26.0
 AC7670
 AC7670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7670!SPC CT       -   0.99999713  x   1.00000952  =   1.00000665
 AC7670!UTM  18      -   0.99999713  x   1.00005847  =   1.00005560
 AC7670
 AC7670                          SUPERSEDED SURVEY CONTROL
 AC7670
 AC7670.No superseded survey control is available for this station.
 AC7670
 AC7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9302146858(NAD 83)
 AC7670_MARKER: DD = SURVEY DISK
 AC7670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7670_STAMPING: BDL B 1992
 AC7670_MARK LOGO: NGS   
 AC7670_PROJECTION: FLUSH
 AC7670_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7670+STABILITY: SURFACE MOTION
 AC7670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7670+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 AC7670
 AC7670  HISTORY     - Date     Condition        Report By
 AC7670  HISTORY     - 1992     MONUMENTED       NGS
 AC7670  HISTORY     - 19991206 GOOD             WOOLPT
 AC7670  HISTORY     - 20000925 GOOD             NGS
 AC7670
 AC7670                          STATION DESCRIPTION
 AC7670
 AC7670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (GFS)
 AC7670'THE STATION IS LOCATED AT THE BRADLEY INTERNATIONAL AIRPORT SOUTHEAST
 AC7670'OF RUNWAY END 24.  IT IS 95.3 FT (29.0 M) SOUTHEAST OF THE CENTERLINE
 AC7670'OF THE TAXIWAY, 72.1 FT (22.0 M) NORTHEAST OF THE 6TH TAXIWAY LIGHT
 AC7670'SOUTHWEST OF THE RUNWAY END, 45.5 FT (13.9 M) SOUTHEAST OF THE LINE
 AC7670'EXTENDED OF THE HOLDBAR, 44.7 FT (13.6 M) SOUTHEAST OF THE 5TH TAXIWAY
 AC7670'LIGHT FROM THE RUNWAY END, 26.8 FT (8.2 M) NORTHEAST OF A P-K NAIL AND
 AC7670'WASHER SET IN THE SHOULDER OF THE TAXIWAY AND SOUTHEAST OF THE FAA
 AC7670'ROAD TO THE APPROACH LIGHT LANE.  THE STATION IS A STANDARD NOS DISK
 AC7670'STAMPED BDL B 1992 SET IN THE TOP OF A 8-INCH CONCRETE POST WHICH IS
 AC7670'FLUSH WITH THE GROUND.
 AC7670
 AC7670                          STATION RECOVERY (1999)
 AC7670
 AC7670'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (WLP)
 AC7670'THE STATION IS LOCATED APPROXIMATELY 9.0 KM (5.60 MI) WEST-SOUTHWEST
 AC7670'FROM EAST WINDSOR, 5.7 KM (3.55 MI) WEST-NORTHWEST OF WINDSOR LOCKS,
 AC7670'4.6 KM (2.85 MI) NORTH OF POQUONOCK, AT THE BRADLEY INTERNATIONAL
 AC7670'AIRPORT.  OWNERSHIP-- BRADLEY INTERNATIONAL AIRPORT, C/O STEVE KORTA
 AC7670'AIRPORT MANAGER, BRADLEY INTERNATIONAL AIRPORT TERMINAL B, WINDSOR
 AC7670'LOCKS CT 06096, PHONE NUMBER 860-292-2001, FAX NUMBER 860-292-2090.
 AC7670'THIS STATION REQUIRES 24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.
 AC7670'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 91 (EXIT 40) AND
 AC7670'STATE ROUTE 20, PROCEED WESTERLY 2.8 MI (4.5 KM) ALONG STATE ROUTE 20
 AC7670'TO THE JUNCTION OF THE BRADLEY FIELD CONNECTOR.  CONTINUE STRAIGHT
 AC7670'ONTO THE BRADLEY FIELD CONNECTOR AND PROCEED NORTHEASTERLY 1.2 MI (1.9
 AC7670'KM) TO THE MERGING OF THE CONNECTOR AND STATE ROUTE 401. CONTINUE
 AC7670'NORTHEASTERLY 0.6 MI (1.0 KM) ALONG STATE ROUTE 401 TO THE JUNCTION OF
 AC7670'A ROAD LEADING TO GATE 1 ON THE LEFT.  TURN LEFT AND PROCEED
 AC7670'NORTHWESTERLY 0.2 MI (0.3 KM) ALONG THE ROAD TO ANOTHER LEADING TO
 AC7670'GATE 1.  TURN LEFT AND PROCEED NORTH 0.05 MI (0.08 KM) TO GATE 1.
 AC7670'CONTINUE THROUGH THE GATE AND ONTO THE PERIMETER ROAD. PROCEED
 AC7670'WESTERLY 0.15 MI (0.24 KM) ALONG THE PERIMETER ROAD TO THE JUNCTION OF
 AC7670'TAXIWAY CHARLIE.  TURN RIGHT AND PROCEED NORTHEAST 0.4 MI (0.6 KM) TO
 AC7670'THE APPROACH END OF RUNWAY 24 AND THE STATION ON THE RIGHT.  THE
 AC7670'STATION IS LOCATED SOUTHEAST OF THE HOLD LINE OF TAXIWAY C FOR RUNWAY
 AC7670'24.
 AC7670'THE STATION IS A BRONZE NOS HORIZONTAL CONTROL DISK STAMPED--BDL B
 AC7670'1992-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT.
 AC7670'THE STATION IS LOCATED 21.9 M (71.9 FT) FROM TWY LIGHT NO 14-29 ON A
 AC7670'MAGNETIC COMPASS AZIMUTH OF 30 DEGREES, 13.7 M (44.9 FT) FROM THE
 AC7670'FIFTH TAXIWAY LIGHT FROM THE RUNWAY END ON A MAGNETIC COMPASS AZIMUTH
 AC7670'OF 100 DEGREES, 8.2 M (26.9 FT) FROM THE PK NAIL WITH WASHER NUMBER 92
 AC7670'SET IN TAXIWAY CHARLIE ON A MAGNETIC COMPASS AZIMUTH OF 76 DEGREES,
 AC7670'6.1 M (20.0 FT) FROM THE CENTERLINE OF THE SERVICE ROAD ON A MAGNETIC
 AC7670'COMPASS AZIMUTH OF 144 DEGREES.  THIS STATION IS DESIGNATED AS A
 AC7670'SECONDARY AIRPORT CONTROL STATION.
 AC7670
 AC7670                          STATION RECOVERY (2000)
 AC7670
 AC7670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DGA)
 AC7670'RECOVERED AS DESCRIBED.
 AC7670'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5554 ***********************************************************************
 AI5554  PACS        -  This is a Primary Airport Control Station.
 AI5554  DESIGNATION -  BDL C
 AI5554  PID         -  AI5554
 AI5554  STATE/COUNTY-  CT/HARTFORD
 AI5554  USGS QUAD   -  WINDSOR LOCKS (1984)
 AI5554
 AI5554                         *CURRENT SURVEY CONTROL
 AI5554  ___________________________________________________________________
 AI5554* NAD 83(1996)-  41 56 19.10654(N)    072 41 03.20619(W)     ADJUSTED  
 AI5554* NAVD 88     -        51.84   (meters)     170.1    (feet)  GPS OBS   
 AI5554  ___________________________________________________________________
 AI5554  X           -   1,414,247.669 (meters)                     COMP
 AI5554  Y           -  -4,536,226.947 (meters)                     COMP
 AI5554  Z           -   4,240,551.847 (meters)                     COMP
 AI5554  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AI5554  ELLIP HEIGHT-          22.80  (meters)          (06/04/02) GPS OBS
 AI5554  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AI5554
 AI5554  HORZ ORDER  -  B
 AI5554  ELLP ORDER  -  FOURTH    CLASS I
 AI5554
 AI5554.This mark is at Bradley Intl Airport (BDL)
 AI5554
 AI5554.The horizontal coordinates were established by GPS observations
 AI5554.and adjusted by the National Geodetic Survey in May 2000..
 AI5554
 AI5554.The orthometric height was determined by GPS observations and a
 AI5554.high-resolution geoid model.
 AI5554
 AI5554.GPS derived orthometric heights for airport stations designated as
 AI5554.PACS or SACS are published to 2 decimal places.  This maintains
 AI5554.centimeter relative accuracy between the PACS and SACS.  It does
 AI5554.not indicate centimeter accuracy relative to other marks which are
 AI5554.part of the NAVD 88 network.
 AI5554
 AI5554.Photographs are available for this station.
 AI5554
 AI5554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5554
 AI5554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5554
 AI5554.The ellipsoidal height was determined by GPS observations
 AI5554.and is referenced to NAD 83.
 AI5554
 AI5554.The geoid height was determined by GEOID03.
 AI5554
 AI5554;                    North         East     Units Scale Factor Converg.
 AI5554;SPC CT       -   275,159.572   310,255.482   MT  1.00000808   +0 02 37.0
 AI5554;SPC CT       -   902,752.70  1,017,896.53   sFT  1.00000808   +0 02 37.0
 AI5554;UTM  18      - 4,645,557.263   691,976.872   MT  1.00005352   +1 32 53.5
 AI5554
 AI5554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5554!SPC CT       -   0.99999642  x   1.00000808  =   1.00000450
 AI5554!UTM  18      -   0.99999642  x   1.00005352  =   1.00004994
 AI5554
 AI5554                          SUPERSEDED SURVEY CONTROL
 AI5554
 AI5554  ELLIP H (05/22/00)   22.79   (m)                       GP(       ) 4 1
 AI5554
 AI5554.Superseded values are not recommended for survey control.
 AI5554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5554.See file dsdata.txt to determine how the superseded data were derived.
 AI5554
 AI5554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9197745557(NAD 83)
 AI5554_MARKER: I = METAL ROD
 AI5554_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5554_STAMPING: BDL C 1999
 AI5554_MARK LOGO: NGS   
 AI5554_PROJECTION: FLUSH
 AI5554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5554+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2000
 AI5554_ROD/PIPE-DEPTH: 31.1 meters
 AI5554_SLEEVE-DEPTH  : 1.00 meters
 AI5554
 AI5554  HISTORY     - Date     Condition        Report By
 AI5554  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5554  HISTORY     - 20000925 GOOD             NGS
 AI5554
 AI5554                          STATION DESCRIPTION
 AI5554
 AI5554'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5554'THE STATION IS LOCATED APPROXIMATELY 9.0 KM (5.60 MI) WEST-SOUTHWEST
 AI5554'FROM EAST WINDSOR, 5.7 KM (3.55 MI) WEST-NORTHWEST OF WINDSOR LOCKS,
 AI5554'4.6 KM (2.85 MI) NORTH OF POQUONOCK, AT THE BRADLEY INTERNATIONAL
 AI5554'AIRPORT.  OWNERSHIP-- BRADLEY INTERNATIONAL AIRPORT, C/O STEVE KORTA
 AI5554'AIRPORT MANAGER, BRADLEY INTERNATIONAL AIRPORT TERMINAL B, WINDSOR
 AI5554'LOCKS CT 06096, PHONE NUMBER 860-292-2001, FAX NUMBER 860-292-2090.
 AI5554'THIS STATION REQUIRES 24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.
 AI5554'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 91 (EXIT 40) AND
 AI5554'STATE ROUTE 20, PROCEED WESTERLY 2.8 MI (4.5 KM) ALONG STATE ROUTE 20
 AI5554'TO THE JUNCTION OF THE BRADLEY FIELD CONNECTOR.  CONTINUE STRAIGHT
 AI5554'ONTO THE BRADLEY FIELD CONNECTOR AND PROCEED NORTHEASTERLY 1.2 MI (1.9
 AI5554'KM) TO THE MERGING OF THE CONNECTOR AND STATE ROUTE 401. CONTINUE
 AI5554'NORTHEASTERLY 0.6 MI (1.0 KM) ALONG STATE ROUTE 401 TO THE JUNCTION OF
 AI5554'A ROAD LEADING TO GATE C ON THE LEFT.  TURN LEFT AND PROCEED
 AI5554'NORTHWESTERLY 0.2 MI (0.3 KM) ALONG THE ROAD TO ANOTHER ROAD ON THE
 AI5554'LEFT LEADING TO GATE C.  TURN LEFT AND PROCEED NORTH 0.05 MI (0.08 KM)
 AI5554'TO GATE C.  PROCEED NORTH THROUGH THE GATE AND ONTO THE PERIMETER
 AI5554'ROAD.  PROCEED NORTHERLY ALONG THE PERIMETER ROAD 0.15 MI (0.24 KM) TO
 AI5554'THE JUNCTION OF TAXIWAY CHARLIE.  TURN RIGHT AND PROCEED 0.5 MI (0.8
 AI5554'KM) ALONG TAXIWAY CHARLIE TO A SERVICE ROAD ON THE RIGHT, JUST PAST
 AI5554'THE JUNCTION OF TAXIWAY KILO.  TURN RIGHT AND PROCEED 0.05 MI (0.08
 AI5554'KM) ALONG THE SERVICE ROAD TO THE TOP OF A BANK AND THE STATION ON THE
 AI5554'RIGHT.  THE STATION IS SET ONLINE WITH THE TAXIWAY LIGHT SOUTHWEST OF
 AI5554'TAXIWAY KILO.
 AI5554'THE STATION IS A PUNCH MARK ON THE TOP OF A 9/16-INCH STAINLESS STEEL
 AI5554'ROD ENCASED IN A 1 M (3.3 FT) FINNED SLEEVE FILLED WITH NONTOXIC
 AI5554'GREASE, DRIVEN TO A REFUSAL DEPTH OF 31.1 M, (102.0 FT) AND ENCASED IN
 AI5554'A 5-INCH PVC PIPE WITH LOGO CAP STAMPED--BDL C 1999-- SET FLUSH WITH
 AI5554'THE GROUND.  THE STATION IS LOCATED 53.8 M (176.5 FT) FROM THE EDGE OF
 AI5554'PAVEMENT ONLINE WITH THE TAXIWAY LIGHTS ON A MAGNETIC COMPASS AZIMUTH
 AI5554'OF 157 DEGREES, 49.7 M (163.1 FT) FROM THE SOUTHWEST CORNER OF THE
 AI5554'SOUTHERN SHACK ON A MAGNETIC COMPASS AZIMUTH OF 290 DEGREES, 39.6 M
 AI5554'(129.9 FT) FROM THE WEST CORNER OF THE CONCRETE PAD AT THE RPU ON A
 AI5554'MAGNETIC COMPASS AZIMUTH OF 20 DEGREES, 35.8 M (117.5 FT) FROM THE
 AI5554'EXTENDED CENTERLINE OF TAXIWAY K ON A MAGNETIC COMPASS AZIMUTH OF 240
 AI5554'DEGREES, 21.0 M (68.9 FT) FROM THE SOUTHERN CORNER OF THE CATCH BASIN
 AI5554'ON A MAGNETIC COMPASS AZIMUTH OF 190 DEGREES.  THE STATION IS
 AI5554'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AI5554
 AI5554                          STATION RECOVERY (2000)
 AI5554
 AI5554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DGA)
 AI5554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5555 ***********************************************************************
 AI5555  SACS        -  This is a Secondary Airport Control Station.
 AI5555  DESIGNATION -  BDL D
 AI5555  PID         -  AI5555
 AI5555  STATE/COUNTY-  CT/HARTFORD
 AI5555  USGS QUAD   -  WINDSOR LOCKS (1984)
 AI5555
 AI5555                         *CURRENT SURVEY CONTROL
 AI5555  ___________________________________________________________________
 AI5555* NAD 83(1996)-  41 55 51.36078(N)    072 41 46.93726(W)     ADJUSTED  
 AI5555* NAVD 88     -        50.63   (meters)     166.1    (feet)  GPS OBS   
 AI5555  ___________________________________________________________________
 AI5555  X           -   1,413,455.786 (meters)                     COMP
 AI5555  Y           -  -4,537,072.028 (meters)                     COMP
 AI5555  Z           -   4,239,914.223 (meters)                     COMP
 AI5555  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AI5555  ELLIP HEIGHT-          21.60  (meters)          (06/04/02) GPS OBS
 AI5555  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AI5555
 AI5555  HORZ ORDER  -  FIRST
 AI5555  ELLP ORDER  -  FOURTH    CLASS I
 AI5555
 AI5555.This mark is at Bradley Intl Airport (BDL)
 AI5555
 AI5555.The horizontal coordinates were established by GPS observations
 AI5555.and adjusted by the National Geodetic Survey in May 2000..
 AI5555
 AI5555.The orthometric height was determined by GPS observations and a
 AI5555.high-resolution geoid model.
 AI5555
 AI5555.GPS derived orthometric heights for airport stations designated as
 AI5555.PACS or SACS are published to 2 decimal places.  This maintains
 AI5555.centimeter relative accuracy between the PACS and SACS.  It does
 AI5555.not indicate centimeter accuracy relative to other marks which are
 AI5555.part of the NAVD 88 network.
 AI5555
 AI5555.Photographs are available for this station.
 AI5555
 AI5555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5555
 AI5555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5555
 AI5555.The ellipsoidal height was determined by GPS observations
 AI5555.and is referenced to NAD 83.
 AI5555
 AI5555.The geoid height was determined by GEOID03.
 AI5555
 AI5555;                    North         East     Units Scale Factor Converg.
 AI5555;SPC CT       -   274,302.820   309,248.608   MT  1.00000714   +0 02 08.0
 AI5555;SPC CT       -   899,941.84  1,014,593.14   sFT  1.00000714   +0 02 08.0
 AI5555;UTM  18      - 4,644,674.334   690,992.795   MT  1.00004889   +1 32 23.4
 AI5555
 AI5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5555!SPC CT       -   0.99999661  x   1.00000714  =   1.00000375
 AI5555!UTM  18      -   0.99999661  x   1.00004889  =   1.00004550
 AI5555
 AI5555                          SUPERSEDED SURVEY CONTROL
 AI5555
 AI5555.No superseded survey control is available for this station.
 AI5555
 AI5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9099344674(NAD 83)
 AI5555_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5555_STAMPING: BDL D 1999
 AI5555_MARK LOGO: NGS   
 AI5555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5555+STABILITY: SURFACE MOTION
 AI5555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5555+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI5555
 AI5555  HISTORY     - Date     Condition        Report By
 AI5555  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5555  HISTORY     - 20000926 GOOD             NGS
 AI5555
 AI5555                          STATION DESCRIPTION
 AI5555
 AI5555'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5555'THE STATION IS LOCATED APPROXIMATELY 9.0 KM (5.60 MI) WEST-SOUTHWEST
 AI5555'FROM EAST WINDSOR, 5.7 KM (3.55 MI) WEST-NORTHWEST OF WINDSOR LOCKS,
 AI5555'4.6 KM (2.85 MI) NORTH OF POQUONOCK, AT THE BRADLEY INTERNATIONAL
 AI5555'AIRPORT.  OWNERSHIP-- BRADLEY INTERNATIONAL AIRPORT, C/O STEVE KORTA
 AI5555'AIRPORT MANAGER, BRADLEY INTERNATIONAL AIRPORT TERMINAL B, WINDSOR
 AI5555'LOCKS CT 06096, PHONE NUMBER 860-292-2001, FAX NUMBER 860-292-2090.
 AI5555'THIS STATION REQUIRES 24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.
 AI5555'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 91 (EXIT 40) AND
 AI5555'STATE ROUTE 20, PROCEED WESTERLY 2.8 MI (4.5 KM) ALONG STATE ROUTE 20
 AI5555'TO THE JUNCTION OF THE BRADLEY FIELD CONNECTOR.  CONTINUE STRAIGHT
 AI5555'ONTO THE BRADLEY FILED CONNECTOR AND PROCEED NORTHEASTERLY 1.2 MI (1.9
 AI5555'KM) TO THE MERGING OF THE CONNECTOR AND STATE ROUTE 401. CONTINUE
 AI5555'NORTHEASTERLY 0.6 MI (1.0 KM) ALONG STATE ROUTE 401 TO THE JUNCTION OF
 AI5555'A ROAD LEADING TO GATE C ON THE LEFT.  TURN LEFT AND PROCEED
 AI5555'NORTHWESTERLY 0.2 MI (0.3 KM) ALONG THE ROAD TO ANOTHER ROAD ON THE
 AI5555'RIGHT LEADING TO GATE C.  TURN RIGHT AND PROCEED NORTH 0.05 MI (0.08
 AI5555'KM) TO GATE C.  PROCEED THROUGH THE GATE ONTO THE PERIMETER ROAD.
 AI5555'PROCEED WESTERLY ALONG THE PERIMETER ROAD 0.15 MI (0.24 KM) TO THE
 AI5555'JUNCTION OF TWY CHARLIE.  TURN LEFT AND PROCEED SOUTHWEST 1.4 MI (2.3
 AI5555'KM) ALONG TWY CHARLIE TO THE JUST BEFORE THE TURN TO THE APPROACH END
 AI5555'OF RWY 6 AND THE STATION DIRECTLY AHEAD.  THE STATION IS ONLINE WITH
 AI5555'THE EXTENDED HOLD LINE AND THE END OF ASPHALT AT THE APPROACH END OF
 AI5555'RUNWAY 06 OVER-RUN.
 AI5555'THE STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--BDL D
 AI5555'1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT
 AI5555'1.2 M (3.9 FT) IN DEPTH RECESSED 5 CM BELOW THE GROUND.  THE STATION
 AI5555'IS LOCATED 94.2 M (309.1 FT) FROM THE THRESHOLD LIGHT IN LINE WITH THE
 AI5555'RWY LIGHTS ON A MAGNETIC COMPASS AZIMUTH OF 20 DEGREES, 89.0 M (292.0
 AI5555'FT) FROM THE SOUTHWEST CORNER OF THE HOLD STRIPE ON A MAGNETIC COMPASS
 AI5555'AZIMUTH OF 242 DEGREES, 71.6 M (234.9 FT) FROM THE 4-FOOT BY 4-FOOT
 AI5555'CONCRETE UTILITY BOX ON A MAGNETIC COMPASS AZIMUTH OF 242 DEGREES,
 AI5555'63.7 M (209.0 FT) FROM THE SOUTHEAST CORNER OF OVER-RUN 06 ON A
 AI5555'MAGNETIC COMPASS AZIMUTH OF 151 DEGREES, 39.3 M (128.9 FT) FROM THE
 AI5555'CENTERLINE OF THE CATCH BASIN ON A MAGNETIC COMPASS AZIMUTH OF 282
 AI5555'DEGREES.  THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI5555'STATION.
 AI5555
 AI5555                          STATION RECOVERY (2000)
 AI5555
 AI5555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DGA)
 AI5555'RECOVERED AS DESCRIBED
 AI5555'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5556 ***********************************************************************
 AI5556  PACS        -  This is a Primary Airport Control Station.
 AI5556  DESIGNATION -  BDR A
 AI5556  PID         -  AI5556
 AI5556  STATE/COUNTY-  CT/FAIRFIELD
 AI5556  USGS QUAD   -  BRIDGEPORT (1984)
 AI5556
 AI5556                         *CURRENT SURVEY CONTROL
 AI5556  ___________________________________________________________________
 AI5556* NAD 83(1996)-  41 09 53.26941(N)    073 07 56.73712(W)     ADJUSTED  
 AI5556* NAVD 88     -         2.44   (meters)       8.0    (feet)  GPS OBS   
 AI5556  ___________________________________________________________________
 AI5556  X           -   1,395,250.033 (meters)                     COMP
 AI5556  Y           -  -4,601,670.180 (meters)                     COMP
 AI5556  Z           -   4,176,200.247 (meters)                     COMP
 AI5556  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AI5556  ELLIP HEIGHT-         -27.46  (meters)          (06/04/02) GPS OBS
 AI5556  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AI5556
 AI5556  HORZ ORDER  -  B
 AI5556  ELLP ORDER  -  FOURTH    CLASS I
 AI5556
 AI5556.This mark is at Igor I Sikorsky Mem Airport (BDR)
 AI5556
 AI5556.The horizontal coordinates were established by GPS observations
 AI5556.and adjusted by the National Geodetic Survey in May 2000..
 AI5556
 AI5556.The orthometric height was determined by GPS observations and a
 AI5556.high-resolution geoid model.
 AI5556
 AI5556.GPS derived orthometric heights for airport stations designated as
 AI5556.PACS or SACS are published to 2 decimal places.  This maintains
 AI5556.centimeter relative accuracy between the PACS and SACS.  It does
 AI5556.not indicate centimeter accuracy relative to other marks which are
 AI5556.part of the NAVD 88 network.
 AI5556
 AI5556.Photographs are available for this station.
 AI5556
 AI5556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5556
 AI5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5556
 AI5556.The ellipsoidal height was determined by GPS observations
 AI5556.and is referenced to NAD 83.
 AI5556
 AI5556.The geoid height was determined by GEOID03.
 AI5556
 AI5556;                    North         East     Units Scale Factor Converg.
 AI5556;SPC CT       -   189,282.684   272,705.304   MT  1.00000374   -0 15 12.9
 AI5556;SPC CT       -   621,004.94    894,700.65   sFT  1.00000374   -0 15 12.9
 AI5556;UTM  18      - 4,558,732.449   656,677.650   MT  0.99990212   +1 13 46.3
 AI5556
 AI5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5556!SPC CT       -   1.00000431  x   1.00000374  =   1.00000805
 AI5556!UTM  18      -   1.00000431  x   0.99990212  =   0.99990643
 AI5556
 AI5556:                Primary Azimuth Mark                     Grid Az
 AI5556:SPC CT       -  BDR AP STA A                             087 55 30.1
 AI5556:UTM  18      -  BDR AP STA A                             086 26 30.9
 AI5556
 AI5556|---------------------------------------------------------------------|
 AI5556| PID    Reference Object                     Distance      Geod. Az  |
 AI5556|                                                           dddmmss.s |
 AI5556| AC7677 BDR AP STA A                        APPROX. 1.0 KM 0874017.2 |
 AI5556|---------------------------------------------------------------------|
 AI5556
 AI5556                          SUPERSEDED SURVEY CONTROL
 AI5556
 AI5556  ELLIP H (05/22/00)  -27.47   (m)                       GP(       ) 4 1
 AI5556
 AI5556.Superseded values are not recommended for survey control.
 AI5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5556.See file dsdata.txt to determine how the superseded data were derived.
 AI5556
 AI5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5667858732(NAD 83)
 AI5556_MARKER: I = METAL ROD
 AI5556_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5556_STAMPING: BDR A 1999
 AI5556_MARK LOGO: NGS   
 AI5556_PROJECTION: RECESSED 2 CENTIMETERS
 AI5556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5556+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 AI5556_ROD/PIPE-DEPTH: 17.1 meters
 AI5556_SLEEVE-DEPTH  : 1.0 meters
 AI5556
 AI5556  HISTORY     - Date     Condition        Report By
 AI5556  HISTORY     - 19990101 MONUMENTED       WOOLPT
 AI5556  HISTORY     - 20021022 GOOD             NGS
 AI5556
 AI5556                          STATION DESCRIPTION
 AI5556
 AI5556'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5556'THE STATION IS LOCATED APPROXIMATELY 2.6 MI (4.2 KM) WEST OF THE
 AI5556'BRIDGEPORT HARBOR, 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF US ROUTE 1
 AI5556'AND STATE HIGHWAY 113, AND 1.6 MI (2.6 KM) WEST NORTHWEST OF
 AI5556'STRATTFORD POINT, AT THE IGOR I SIKORSKY MEMORIAL AIRPORT. OWNERSHIP--
 AI5556'IGOR I SIKORSKY AIRPORT, 1000 GREAT MEADOW ROAD, STRATFORD CT, 06497,
 AI5556'C/O AIRPORT MANAGER JOHN RICCI.  PHONE NUMBER (203) 576-8163, FAX
 AI5556'NUMBER (203) 576-8166.  CONTACT THE AIRPORT MANAGER AT LEAST 48 HOURS
 AI5556'PRIOR TO DESIRED ENTRY TO STATION.
 AI5556'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 (EXIT 30) AND
 AI5556'STATE HIGHWAYY 113, PROCEED SOUTHEAST 1.3 MI (2.1 KM) ALONG STATE
 AI5556'HIGHWAY 113 TO AN INTERSECTION WITH A SET OF LIGHTS AND LORDSHIP BLVD
 AI5556'ON THE RIGHT.  TURN RIGHT AND PROCEED SOUTHEAST 0.8 MI (1.3 KM) ALONG
 AI5556'LORDSHIP BLVD TO THE AIRPORT ACCESS ROAD ON THE LEFT.  TURN LEFT AND
 AI5556'PROCEED 0.35 MI (0.56 KM) ALONG THE AIRPORT ACCESS ROAD TO A GATE,
 AI5556'PASSING THE TERMINAL AND THE AIR TRAFFIC CONTROL TOWER ON THE RIGHT.
 AI5556'PROCEED THROUGH THE GATE AND TURN LEFT, PROCEEDING WEST 0.2 MI (0.3
 AI5556'KM) ACROSS THE GRASS PARALLEL TO TWY KILO TO THE STATION STRAIGHT
 AI5556'AHEAD AT THE TOP OF THE BANK OF A WATER CHANNEL.
 AI5556'THE STATION IS A STAINLESS STEEL ROD WITH A PUNCHMARK DRIVEN TO A SLOW
 AI5556'DRIVING RATE AT A DEPTH OF 17.1 M, (56.1 FT) ENCASED IN A 1 M (3.3 FT)
 AI5556'LONG FINNED SLEEVE FILLED WITH NON-TOXIC GREASE AND RECESSED 8 CM
 AI5556'BENEATH A NGS LOGO CAP STAMPED-- BDR A 1999-- RECESSED 2 CM BELOW THE
 AI5556'GROUND.  THE STATION IS LOCATED 74.68 M (245.01 FT) SOUTH 45 DEGREES
 AI5556'WEST OF THE EDGE OF PAVEMENT OF TWY KILO AT THE HOLD LINE FOR RWY
 AI5556'11-29, 51.51 M (169.00 FT) SOUTH 75 DEGREES WEST OF THE FIFTH TAXIWAY
 AI5556'LIGHT SOUTH AND EAST OF THE HOLD LINE, AND 3.96 M (12.99 FT) NORTH 35
 AI5556'DEGREES WEST OF THE TOP OF THE BANK.  THIS STATION IS DESIGNATED AS
 AI5556'THE PRIMARY AIRPORT CONTROL STATION.
 AI5556
 AI5556                          STATION RECOVERY (2002)
 AI5556
 AI5556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RGH)
 AI5556'RECOVERED AS DESCRIBED
 AI5556'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7677 ***********************************************************************
 AC7677  SACS        -  This is a Secondary Airport Control Station.
 AC7677  DESIGNATION -  BDR AP STA A
 AC7677  PID         -  AC7677
 AC7677  STATE/COUNTY-  CT/FAIRFIELD
 AC7677  USGS QUAD   -  MILFORD (1984)
 AC7677
 AC7677                         *CURRENT SURVEY CONTROL
 AC7677  ___________________________________________________________________
 AC7677* NAD 83(1996)-  41 09 54.57875(N)    073 07 14.05646(W)     ADJUSTED  
 AC7677* NAVD 88     -         1.50   (meters)       4.9    (feet)  GPS OBS   
 AC7677  ___________________________________________________________________
 AC7677  X           -   1,396,194.260 (meters)                     COMP
 AC7677  Y           -  -4,601,355.248 (meters)                     COMP
 AC7677  Z           -   4,176,230.029 (meters)                     COMP
 AC7677  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AC7677  ELLIP HEIGHT-         -28.41  (meters)          (06/04/02) GPS OBS
 AC7677  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AC7677
 AC7677  HORZ ORDER  -  FIRST
 AC7677  ELLP ORDER  -  FOURTH    CLASS I
 AC7677
 AC7677.This mark is at Igor I Sikorsky Mem Airport (BDR)
 AC7677
 AC7677.The horizontal coordinates were established by GPS observations
 AC7677.and adjusted by the National Geodetic Survey in May 2000..
 AC7677
 AC7677.The orthometric height was determined by GPS observations and a
 AC7677.high-resolution geoid model.
 AC7677
 AC7677.GPS derived orthometric heights for airport stations designated as
 AC7677.PACS or SACS are published to 2 decimal places.  This maintains
 AC7677.centimeter relative accuracy between the PACS and SACS.  It does
 AC7677.not indicate centimeter accuracy relative to other marks which are
 AC7677.part of the NAVD 88 network.
 AC7677
 AC7677.Photographs are available for this station.
 AC7677
 AC7677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7677
 AC7677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7677
 AC7677.The ellipsoidal height was determined by GPS observations
 AC7677.and is referenced to NAD 83.
 AC7677
 AC7677.The geoid height was determined by GEOID03.
 AC7677
 AC7677;                    North         East     Units Scale Factor Converg.
 AC7677;SPC CT       -   189,318.741   273,700.468   MT  1.00000370   -0 14 44.6
 AC7677;SPC CT       -   621,123.24    897,965.62   sFT  1.00000370   -0 14 44.6
 AC7677;UTM  18      - 4,558,794.244   657,671.448   MT  0.99990597   +1 14 14.5
 AC7677
 AC7677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7677!SPC CT       -   1.00000446  x   1.00000370  =   1.00000816
 AC7677!UTM  18      -   1.00000446  x   0.99990597  =   0.99991043
 AC7677
 AC7677:                Primary Azimuth Mark                     Grid Az
 AC7677:SPC CT       -  BDR A                                    267 55 29.8
 AC7677:UTM  18      -  BDR A                                    266 26 30.7
 AC7677
 AC7677|---------------------------------------------------------------------|
 AC7677| PID    Reference Object                     Distance      Geod. Az  |
 AC7677|                                                           dddmmss.s |
 AC7677| AI5556 BDR A                               APPROX. 1.0 KM 2674045.2 |
 AC7677|---------------------------------------------------------------------|
 AC7677
 AC7677                          SUPERSEDED SURVEY CONTROL
 AC7677
 AC7677  ELLIP H (05/22/00)  -28.42   (m)                       GP(       ) 4 1
 AC7677
 AC7677.Superseded values are not recommended for survey control.
 AC7677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7677.See file dsdata.txt to determine how the superseded data were derived.
 AC7677
 AC7677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5767158794(NAD 83)
 AC7677_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7677_STAMPING: AP 1963 STA A
 AC7677_MARK LOGO: CGS   
 AC7677_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7677+STABILITY: SURFACE MOTION
 AC7677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7677+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 AC7677
 AC7677  HISTORY     - Date     Condition        Report By
 AC7677  HISTORY     - 19630101 MONUMENTED       CGS
 AC7677  HISTORY     - 19930630 GOOD             NGS
 AC7677  HISTORY     - 19991219 GOOD             WOOLPT
 AC7677  HISTORY     - 20021022 GOOD             NGS
 AC7677
 AC7677                          STATION DESCRIPTION
 AC7677
 AC7677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (JWB)
 AC7677'THE STATION IS LOCATED ON THE NORTHEAST SIDE OF AIRPORT ADJACENT TO
 AC7677'AND 135.0 FT (41.1 M) SOUTH OF DSPLCD THR 24, 55.4 FT (16.9 M) WEST OF
 AC7677'SE REIL (24), 51.7 FT (15.8 M) SOUTHWEST OF MOST SOUTHEASTERLY
 AC7677'THRESHOLD LIGHT AT DISPLACED THRESHOLD 24, 49.6 FT (15.1 M) SOUTHEAST
 AC7677'OF SE EDGE RUNWAY 24 AND 41.2 FT (12.6 M) NORTHEAST OF SOUTH END OF
 AC7677'RUNWAY SIGN.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP
 AC7677'1963 STA A SET IN THE TOP OF CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC7677
 AC7677                          STATION RECOVERY (1999)
 AC7677
 AC7677'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AC7677'THE STATION IS LOCATED APPROXIMATELY 4.2 KM (2.60 MI) WEST OF
 AC7677'BRIDGEPORT HARBOR, 4.0 KM (2.50 MI) SOUTH OF THE JUNCTION OF US
 AC7677'HIGHWAY 1 AND STATE HIGHWAY 133, AND 2.6 KM (1.60 MI) WEST NORTHWEST
 AC7677'OF STRATTFORD POINT, AT THE IGOR I SIKORSKY MEMORIAL AIRPORT.
 AC7677'OWNERSHIP-- IGOR I SIKORSKY MEMORIAL AIRPORT, C/O AIRPORT MANAGER JOHN
 AC7677'RICCI, PHONE NUMBER (203) 576-8163, FAX NUMBER (203) 576-8166. CONTACT
 AC7677'THE AIRPORT MANAGER AT LEAST 48 HOURS PRIOR TO ARRANGE FOR ACCESS TO
 AC7677'THE STATION.
 AC7677'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 (EXIT 30) AND
 AC7677'US ROUTE 113, PROCEED SOUTHEASTERLY ALONG ROUTE 133 1.2 MI (1.9 KM) TO
 AC7677'LORDSHIP BLVD ON THE RIGHT AT A SET OF LIGHTS.  TURN RIGHT AND PROCEED
 AC7677'SOUTHEAST 0.9 MI (1.4 KM) ALONG LORDSHIP BLVD TO THE AIRPORT ENTRANCE
 AC7677'ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTHEAST 0.35 MI (0.56 KM)
 AC7677'ALONG THE AIRPORT ENTRANCE ROAD TO A GATE PAST THE TERMINAL AND THE
 AC7677'ATCT.  PASS THROUGH THE GATE AND PROCEED NORTHEAST 0.1 MI (0.2 KM)
 AC7677'ALONG THE TARMAC TO TWY ALPHA.  PROCEED 0.1 MI (0.2 KM) ALONG TWY
 AC7677'ALPHA TO RWY 11-29.  TURN RIGHT AND PROCEED EAST 0.2 MI (0.3 KM) ALONG
 AC7677'RWY 11-29 TO THE INTERSECTION OF RWY 11-29 AND RWY 6-24 AND THE
 AC7677'STATION ON THE LEFT, NORTHEAST OF THE INTERSECTION.
 AC7677'THE STATION IS LOCATED 41.1 M (134.8 FT) SOUTH OF THE DISPLACED
 AC7677'THRESHOLD OF RWY 24, 16.9 M (55.4 FT) WEST OF THE REIL LIGHT, AND 15.1
 AC7677'M (49.5 FT) SOUTHEAST OF THE EDGE OF RWY 24.  THE STATION IS A
 AC7677'STANDARD TOPOGRAPHIC USCGS DISK STAMPED-- AP 1963 STA A-- SET IN THE
 AC7677'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  THIS STATION IS
 AC7677'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AC7677
 AC7677                          STATION RECOVERY (2002)
 AC7677
 AC7677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RGH)
 AC7677'RECOVERED AS DESCRIBED
 AC7677'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5557 ***********************************************************************
 AI5557  SACS        -  This is a Secondary Airport Control Station.
 AI5557  DESIGNATION -  BDR B
 AI5557  PID         -  AI5557
 AI5557  STATE/COUNTY-  CT/FAIRFIELD
 AI5557  USGS QUAD   -  BRIDGEPORT (1984)
 AI5557
 AI5557                         *CURRENT SURVEY CONTROL
 AI5557  ___________________________________________________________________
 AI5557* NAD 83(1996)-  41 09 26.91719(N)    073 07 57.23731(W)     ADJUSTED  
 AI5557* NAVD 88     -         0.67   (meters)       2.2    (feet)  GPS OBS   
 AI5557  ___________________________________________________________________
 AI5557  X           -   1,395,393.733 (meters)                     COMP
 AI5557  Y           -  -4,602,184.308 (meters)                     COMP
 AI5557  Z           -   4,175,587.031 (meters)                     COMP
 AI5557  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AI5557  ELLIP HEIGHT-         -29.26  (meters)          (06/04/02) GPS OBS
 AI5557  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 AI5557
 AI5557  HORZ ORDER  -  FIRST
 AI5557  ELLP ORDER  -  FOURTH    CLASS I
 AI5557
 AI5557.This mark is at Igor I Sikorsky Mem Airport (BDR)
 AI5557
 AI5557.The horizontal coordinates were established by GPS observations
 AI5557.and adjusted by the National Geodetic Survey in May 2000..
 AI5557
 AI5557.The orthometric height was determined by GPS observations and a
 AI5557.high-resolution geoid model.
 AI5557
 AI5557.GPS derived orthometric heights for airport stations designated as
 AI5557.PACS or SACS are published to 2 decimal places.  This maintains
 AI5557.centimeter relative accuracy between the PACS and SACS.  It does
 AI5557.not indicate centimeter accuracy relative to other marks which are
 AI5557.part of the NAVD 88 network.
 AI5557
 AI5557.Photographs are available for this station.
 AI5557
 AI5557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5557
 AI5557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5557
 AI5557.The ellipsoidal height was determined by GPS observations
 AI5557.and is referenced to NAD 83.
 AI5557
 AI5557.The geoid height was determined by GEOID03.
 AI5557
 AI5557;                    North         East     Units Scale Factor Converg.
 AI5557;SPC CT       -   188,469.796   272,690.044   MT  1.00000457   -0 15 13.2
 AI5557;SPC CT       -   618,337.99    894,650.59   sFT  1.00000457   -0 15 13.2
 AI5557;UTM  18      - 4,557,919.521   656,683.432   MT  0.99990215   +1 13 45.4
 AI5557
 AI5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5557!SPC CT       -   1.00000459  x   1.00000457  =   1.00000916
 AI5557!UTM  18      -   1.00000459  x   0.99990215  =   0.99990674
 AI5557
 AI5557                          SUPERSEDED SURVEY CONTROL
 AI5557
 AI5557.No superseded survey control is available for this station.
 AI5557
 AI5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5668357920(NAD 83)
 AI5557_MARKER: DD = SURVEY DISK
 AI5557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5557_STAMPING: BDR B 1999
 AI5557_MARK LOGO: NOS   
 AI5557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5557+STABILITY: SURFACE MOTION
 AI5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5557+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2002
 AI5557
 AI5557  HISTORY     - Date     Condition        Report By
 AI5557  HISTORY     - 19990101 MONUMENTED       WOOLPT
 AI5557  HISTORY     - 20021022 GOOD             NGS
 AI5557
 AI5557                          STATION DESCRIPTION
 AI5557
 AI5557'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5557'THE STATION IS LOCATED APPROXIMATELY 2.6 MI (4.2 KM) WEST OF THE
 AI5557'BRIDGEPORT HARBOUR, 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF US ROUTE
 AI5557'1 AND STATE HIGHWAY 113, AND 1.6 MI (2.6 KM) WEST NORTHWEST OF
 AI5557'STRATTFORD POINT AT THE IGOR I SIKORSKY MEMORIAL AIRPORT. OWNERSHIP--
 AI5557'IGOR I SIKORSKY MEMORIAL AIRPORT, 1000 GREAT MEADOW ROAD, STRATFORD
 AI5557'CT, 06497, C/O JOHN RICCI, AIRPORT MANAGER.  PHONE NUMBER (203)
 AI5557'576-8163, FAX NUMBER (203) 576-8166.  CONTACT THE AIRPORT MANAGER AT
 AI5557'LEAST 48 HOURS PRIOR TO ENTRY TO ARRANGE FOR AN ESCORT.
 AI5557'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 (EXIT 30) AND
 AI5557'STATE HIGHWAY 113, PROCEED SOUTHEAST 1.3 MI (2.1 KM) ALONG STATE
 AI5557'HIGHWAY 133 TO AN INTERSECTION WITH LIGHTS AND LORDSHIP BLVD ON THE
 AI5557'RIGHT.  TURN RIGHT AND PROCEED SOUTHEAST 0.8 MI (1.3 KM) ALONG
 AI5557'LORDSHIP BLVD TO THE AIRPORT ACCESS ROAD ON THE LEFT.  TURN LEFT AND
 AI5557'PROCEED NORTHEAST 0.35 MI (0.56 KM) TO A GATE PAST THE TERMINAL AND
 AI5557'THE AIR TRAFFIC CONTROL TOWER.  PROCEED THROUGH THE GATE AND PROCEED
 AI5557'SOUTHEAST 0.20 MI (0.32 KM) ALONG THE TARMAC AROUND THE TERMINAL TO
 AI5557'THE SOUTH END OF THE TARMAC AND A PERIMETER ROAD.  PROCEED SOUTHWEST
 AI5557'0.3 MI (0.5 KM) ALONG THE PERIMETER ROAD PARALLEL TO RWY 6-24 TO THE
 AI5557'STATION ON THE LEFT, NEAR THE APPROACH END OF RWY 6.
 AI5557'THE STATION IS LOCATED 47.2 M (154.9 FT) NORTH 30 DEGREE WEST OF THE
 AI5557'WESTERNMOST END OF RUNWAY LIGHT, 25.08 M (82.28 FT) NORTH 35 DEGREES
 AI5557'WEST OF THE NORTHEAST CORNER OF A CONCRETE PAD FOR A REIL AND IS ALSO
 AI5557'A CHISELED SQUARE MARKED BM A, 8.69 M (28.51 FT) SOUTH 30 DEGREES EAST
 AI5557'OF THE EDGE OF A WETLANDS AREA.  THE STATION IS A STANDARD NOS DISK
 AI5557'STAMPED-- BDR B 1999-- SET IN A 0.3 M (1.0 FT) ROUND CONCRETE MONUMENT
 AI5557'0.8 M (2.6 FT) IN DEPTH, SET ON TOP OF A ROCK LEDGE.  HOLES WERE
 AI5557'DRILLED INTO THE ROCK LEDGE AND SEVERAL PIECES OF REBAR WERE PLACED IN
 AI5557'THE HOLES TO ANCHOR THE MONUMENT TO THE ROCK LEDGE.  THIS STATION IS
 AI5557'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
 AI5557
 AI5557                          STATION RECOVERY (2002)
 AI5557
 AI5557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RGH)
 AI5557'RECOVERED AS DESCRIBED
 AI5557'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3559 ***********************************************************************
 LW3559  DESIGNATION -  BEACH
 LW3559  PID         -  LW3559
 LW3559  STATE/COUNTY-  CT/NEW LONDON
 LW3559  USGS QUAD   -  VOLUNTOWN (1975)
 LW3559
 LW3559                         *CURRENT SURVEY CONTROL
 LW3559  ___________________________________________________________________
 LW3559* NAD 83(1996)-  41 33 57.05795(N)    071 47 26.27010(W)     ADJUSTED  
 LW3559* NAVD 88     -       148.18   (+/-2cm)     486.2    (feet)  VERTCON   
 LW3559  ___________________________________________________________________
 LW3559  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LW3559  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW3559
 LW3559  HORZ ORDER  -  FIRST
 LW3559  VERT ORDER  -  THIRD ? (See Below)
 LW3559
 LW3559.The horizontal coordinates were established by classical geodetic methods
 LW3559.and adjusted by the National Geodetic Survey in August 1998..
 LW3559
 LW3559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3559.The vertical order pertains to the NGVD 29 superseded value.
 LW3559
 LW3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3559
 LW3559.The geoid height was determined by GEOID03.
 LW3559
 LW3559;                    North         East     Units Scale Factor Converg.
 LW3559;SPC CT       -   234,196.669   384,820.104   MT  0.99998330   +0 38 10.0
 LW3559;SPC CT       -   768,360.24  1,262,530.62   sFT  0.99998330   +0 38 10.0
 LW3559;SPC RI       -    53,628.786    75,758.196   MT  1.00000098   -0 11 34.2
 LW3559;SPC RI       -   175,947.11    248,550.01   sFT  1.00000098   -0 11 34.2
 LW3559;UTM  19      - 4,605,336.101   267,311.165   MT  1.00026636   -1 51 08.5
 LW3559
 LW3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3559!SPC CT       -   0.99998151  x   0.99998330  =   0.99996481
 LW3559!SPC RI       -   0.99998151  x   1.00000098  =   0.99998249
 LW3559!UTM  19      -   0.99998151  x   1.00026636  =   1.00024787
 LW3559
 LW3559|---------------------------------------------------------------------|
 LW3559| PID    Reference Object                     Distance      Geod. Az  |
 LW3559|                                                           dddmmss.s |
 LW3559| LW5605 BEACH RM 3                           71.540 METERS 00247     |
 LW3559| LW5603 BEACH RM 1                           44.696 METERS 09814     |
 LW3559| LW3254 CHAMPLIN 2                          APPROX. 8.7 KM 1735829.3 |
 LW3559| LW3562 STATE BOUNDARY L 1937               APPROX. 0.5 KM 1813428.3 |
 LW3559| LW5604 BEACH RM 2                           58.165 METERS 19026     |
 LW3559| CB7097 BEACH AZ MK                                        2920148.7 |
 LW3559| LW3538 EKNOK CONG CHURCH SPIRE             APPROX. 9.8 KM 3313118.4 |
 LW3559|---------------------------------------------------------------------|
 LW3559
 LW3559                          SUPERSEDED SURVEY CONTROL
 LW3559
 LW3559  NAD 83(1992)-  41 33 57.05675(N)    071 47 26.26941(W) AD(       ) 1
 LW3559  NAD 83(1986)-  41 33 57.05629(N)    071 47 26.26986(W) AD(       ) 1
 LW3559  NAD 27      -  41 33 56.70034(N)    071 47 28.01676(W) AD(       ) 1
 LW3559  NGVD 29 (07/30/91)  148.44   (m)          487.0    (f) LEVELING    3  
 LW3559
 LW3559.Superseded values are not recommended for survey control.
 LW3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3559.See file dsdata.txt to determine how the superseded data were derived.
 LW3559
 LW3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6731105336(NAD 83)
 LW3559_MARKER: DS = TRIANGULATION STATION DISK
 LW3559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3559_SP_SET: CONCRETE POST
 LW3559_STAMPING: BEACH 1937
 LW3559_MARK LOGO: CTGS  
 LW3559_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3559+STABILITY: SURFACE MOTION
 LW3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3559+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2004
 LW3559
 LW3559  HISTORY     - Date     Condition        Report By
 LW3559  HISTORY     - 1937     MONUMENTED       CTGS
 LW3559  HISTORY     - 1937     GOOD             CTGS
 LW3559  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LW3559  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3559  HISTORY     - 1975     GOOD             NGS
 LW3559  HISTORY     - 19890707 GOOD             RIGS
 LW3559  HISTORY     - 20040108 GOOD             INDIV
 LW3559
 LW3559                          STATION DESCRIPTION
 LW3559
 LW3559'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3559'STATION IS A STANDARD DISK STAMPED BEACH-1937 SET IN A SQUARE
 LW3559'CONCRETE POST, ON STATE HUNTING GROUNDS ABOUT 300 FEET WEST OF
 LW3559'CONN.-R.I. LINE, 4 MILES SOUTHEAST OF VOLUNTOWN, 27 FEET NORTH OF
 LW3559'THREE 5 INCH BLACK OAKS, 15 FEET NORTHEAST OF 8 INCH WHITE OAK,
 LW3559'AND 20 FEET EAST OF CENTER LINE OF NORTH-SOUTH DIRT ROAD.
 LW3559'
 LW3559'TO REACH FROM VOLUNTOWN POST OFFICE, GO EAST ON ROUTE 138 FOR 3.8
 LW3559'MILES TO DIRT CROSS ROAD AT CREST OF HILL (ABOUT 250 FEET EAST OF
 LW3559'HIGHWAY BRIDGE).  TURN RIGHT (SOUTH) UP DIRT ROAD, 0.3 MILES TO
 LW3559'OPEN FIELD ON RIGHT (WEST) AND CEMETERY ON LEFT (EAST), CONTINUE
 LW3559'STRAIGHT (SOUTH) 0.2 MILES TO Y.  BEAR RIGHT, 140 FEET TO
 LW3559'STATION ON LEFT (EAST) (OPPOSITE OPEN FIELD).  SURFACE,
 LW3559'REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 LW3559'CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1 AND 12A.
 LW3559'
 LW3559'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BEACH-1937-NO. 1
 LW3559'SET IN ROCK OUTCROP 6 FEET IN DIAMETER AND 1 FOOT HIGH, 146.66
 LW3559'FEET EAST-SOUTHEAST OF STATION, IN DENSE WOODS BETWEEN THE TWO
 LW3559'DIRT ROADS.  REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED
 LW3559'BEACH-1937-NO. 2 SET IN OUTCROP ROCK 3 FEET IN DIAMETER, 6 INCHES
 LW3559'HIGH, 190.89 FEET SOUTH-SOUTHWEST OF STATION, OPPOSITE WOODSROAD
 LW3559'(WHICH IS PERPENDICULAR TO NORTH-SOUTH ROAD, WHICH RUNS PAST
 LW3559'STATION) AND 6 FEET WEST OF NORTH-SOUTH ROAD.
 LW3559'
 LW3559'AZIMUTH MARK IS A STANDARD DISK STAMPED BEACH-1937 SET IN
 LW3559'OUTCROPPING BOULDER 2-BY 2-FEET AND 6 INCHES HIGH, 1/4 MILE
 LW3559'NORTHWEST OF STATION, 200 FEET NORTHEAST OF A CEDAR GROVE, 400 FEET
 LW3559'NORTHWEST OF AN OLD ROAD, AND 25 FEET NORTHEAST OF A STONE WALL.
 LW3559'
 LW3559'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LW3559
 LW3559                          STATION RECOVERY (1937)
 LW3559
 LW3559'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW3559'RECOVERED IN GOOD CONDITION.
 LW3559
 LW3559                          STATION RECOVERY (1969)
 LW3559
 LW3559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3559'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW3559'CONDITION.  AZIMUTH MARK IS BLOCKED BY A GROVE OF PINE
 LW3559'TREES.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 LW3559'DISTANCE AND DIRECTION TO REFERENCE MARKS CHECKED WITH ORIGINAL
 LW3559'DESCRIPTION.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION
 LW3559'FOLLOWS.
 LW3559'
 LW3559'STATION IS LOCATED ABOUT 13-1/2 MILES NORTH OF WESTERLY, RHODE
 LW3559'ISLAND, 7 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 3 AND 165 IN
 LW3559'RHODE ISLAND, 5-1/2 MILES NORTHWEST OF HOPE VALLEY, RHODE ISLAND,
 LW3559'4 MILES SOUTHEAST OF VOLUNTOWN AND JUST WEST OF CONNECTICUT-RHODE
 LW3559'ISLAND STATE LINE.
 LW3559'
 LW3559'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 165 ABOUT 5
 LW3559'MILES NORTHEAST OF HOPE VALLEY, RHODE ISLAND, GO WEST ON STATE
 LW3559'HIGHWAY 165 FOR 7.1 MILES TO THE WEST END OF THE CAUSEWAY OVER
 LW3559'BEACH POND AND THE CONNECTICUT-RHODE ISLAND STATE LINE.  CONTINUE
 LW3559'AHEAD WESTERLY ON STATE HIGHWAY 165 FOR 0.35 MILE TO A DIAGONAL
 LW3559'CROSSROAD.  TURN SHARP LEFT AND GO SOUTHEAST ON DIRT ROAD FOR
 LW3559'0.35 MILE TO A HISTORICAL CEMETERY ON LEFT.  CONTINUE AHEAD
 LW3559'SOUTHEAST ON DIRT ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT.
 LW3559'CONTINUE SOUTHEAST ON DIRT ROAD FOR 0.15 MILE TO A
 LW3559'FORK.  KEEP RIGHT AND GO SOUTH FOR 0.05 MILE TO STATION ON
 LW3559'LEFT AS DESCRIBED.
 LW3559'
 LW3559'STATION MARK, STAMPED BEACH 1937, IS SET IN TOP OF A SQUARE
 LW3559'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS 162 FEET SOUTH-SOUTHEAST
 LW3559'OF ROAD FORK, 144 FEET SOUTH OF CENTER OF TRACK ROAD, 35.5 FEET
 LW3559'WEST-NORTHWEST OF 12-INCH TRIANGLE BLAZED PINE TREE, 22 FEET EAST
 LW3559'OF CENTER OF TRACK ROAD, 15 FEET NORTHEAST OF AN 8-INCH TRIANGLE
 LW3559'BLAZED OAK TREE AND 13 FEET NORTHEAST OF A METAL WITNESS
 LW3559'POST.  (NOTE 1A)
 LW3559'
 LW3559'RM 1, STAMPED BEACH NO 1 1937, IS CEMENTED IN TOP OF BOULDER
 LW3559'THAT PROJECTS ABOUT 8 INCHES.  IT IS 51 FEET SOUTH-SOUTHWEST OF
 LW3559'AN 8-INCH TRIANGLE BLAZED PINE TREE, 42 FEET SOUTH-SOUTHWEST OF
 LW3559'CENTER OF TRACK ROAD AND 4.5 FEET SOUTHWEST OF A METAL WITNESS
 LW3559'POST.  (NOTE 12C)
 LW3559'
 LW3559'RM 2, STAMPED BEACH NO 2 1937, IS CEMENTED IN TOP OF BOULDER
 LW3559'THAT PROJECTS ABOUT 15 INCHES.  IT IS 31 FEET NORTHWEST OF
 LW3559'12-INCH TRIANGLE BLAZED OAK TREE, 7 FEET WEST OF CENTER OF TRACK
 LW3559'ROAD AND 3.7 FEET EAST OF A METAL WITNESS POST.  (NOTE 12C)
 LW3559'
 LW3559'RM 3, STAMPED BEACH 1937 NO 3 1969, IS CEMENTED IN DRILL HOLE IN
 LW3559'TOP OF BOULDER THAT PROJECTS ABOUT 1 FOOT.  IT IS 88.4 FEET SOUTH
 LW3559'OF A 6-INCH WOODEN FENCE POST THAT PROJECTS ABOUT 4 FEET, 90 FEET
 LW3559'NORTH OF CENTER OF TRACK ROAD AND 4.5 FEET SOUTHEAST OF METAL
 LW3559'WITNESS POST.  (NOTE 12C)
 LW3559'
 LW3559'AZ MK, STAMPED BEACH 1937, IS CEMENTED IN A DRILL HOLE IN
 LW3559'BOULDER THAT PROJECTS ABOUT 6 INCHES.  IT IS 400 FEET NORTHWEST OF
 LW3559'AN OLD ROAD, 200 FEET NORTHEAST OF A CEDAR GROVE, 0.25 MILE
 LW3559'NORTHWEST OF STATION AND 25 FEET NORTHEAST OF A STONE FENCE.
 LW3559'(NOTE 17C)
 LW3559'
 LW3559'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 LW3559'
 LW3559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3559'4 MILES SOUTHEAST OF VOLUNTOWN.
 LW3559
 LW3559                          STATION RECOVERY (1973)
 LW3559
 LW3559'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3559'BEACH 1937 EXCELLENT
 LW3559'
 LW3559'BEACH NO. 1 1937 EXCELLENT
 LW3559'
 LW3559'BEACH NO. 2 1937 EXCELLENT
 LW3559'
 LW3559'BEACH NO. 3 1937 1969 EXCELLENT
 LW3559
 LW3559                          STATION RECOVERY (1975)
 LW3559
 LW3559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3559'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 AND THE AZIMUTH MARK
 LW3559'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS
 LW3559'BLOCKED BY A GROVE OF PINE TREES.  THE ANGLES BETWEEN THE REFERENCE
 LW3559'MARKS CHECKED WITH THE 1969 DESCRIPTION.  THE DISTANCE TO
 LW3559'REFERENCE MARK 1 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS
 LW3559'FOUND LONGER BY 0.03 FOOT.  THE DISTANCE TO REFERENCE MARK 3 WAS
 LW3559'FOUND SHORTER BY 0.10 FOOT.  DUE TO CHANGES A COMPLETE NEW
 LW3559'DESCRIPTION FOLLOWS.
 LW3559'
 LW3559'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH OF WESTERLY, RHODE
 LW3559'ISLAND, 5-1/2 MILES NORTHWEST OF HOPE VALLEY, RHODE ISLAND, 4 MILES
 LW3559'EAST OF VOLUNTOWN, CONNECTICUT AND 1/2 MILE SOUTH OF BEACH POND,
 LW3559'AND JUST WEST OF THE CONNECTICUT-RHODE ISLAND STATE LINE.
 LW3559'
 LW3559'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN, GO EAST ON
 LW3559'STATE HIGHWAY 138 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAYS
 LW3559'49 AND 165.  CONTINUE EAST ON HIGHWAYS 49, 138 AND 165 FOR 0.45
 LW3559'MILE TO WHERE HIGHWAY 49 TURNS LEFT.  CONTINUE EAST ON HIGHWAYS 138
 LW3559'AND 165 FOR 1.1 MILES TO A FORK AND HIGHWAY 138 BEARS TO THE RIGHT.
 LW3559'CONTINUE EAST ON HIGHWAY 165 FOR 2.05 MILES TO A BLADED CROSSROAD
 LW3559'AND A SIGN ON THE RIGHT, (HORSE SHOEING ART MORRONE VULCAN FARM).
 LW3559'TURN RIGHT AND GO SOUTHERLY ON THE BLADED ROAD FOR 0.35 MILE TO
 LW3559'HISTORICAL CEMETERY EXTER NUMBER 71 ON THE LEFT.  CONTINUE
 LW3559'SOUTHERLY ON THE BLADED ROAD FOR 0.1 MILE TO A BLADED ROAD ON
 LW3559'THE RIGHT.  CONTINUE SOUTHERLY ON THE BLADED ROAD FOR 0.15 MILE
 LW3559'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON A BLADED ROAD
 LW3559'FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LW3559'
 LW3559'STATION MARK, STAMPED BEACH 1937, IS A STANDARD DISK SET IN A
 LW3559'SQUARE CONCRETE POST THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 LW3559'SURFACE.  IT IS 162 FEET SOUTH OF THE CENTER OF THE FORK OF TWO
 LW3559'ROADS, 35 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED PINE TREE,
 LW3559'22 FEET EAST-SOUTHEAST OF THE CENTER OF A BLADED ROAD AND 15 FEET
 LW3559'EAST-NORTHEAST OF A 6-INCH TRIANGLE BLAZED OAK TREE.
 LW3559'
 LW3559'REFERENCE MARK 1, STAMPED BEACH NO 1 1937, IS A STANDARD DISK
 LW3559'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 18 INCHES
 LW3559'ON THE EAST SIDE AND 8 INCHES ON THE OTHER SIDES.  IT IS 51 FEET
 LW3559'SOUTHWEST OF AN 8-INCH TRIANGLE BLAZED PINE TREE, 41 FEET WEST OF
 LW3559'THE CENTER OF A BLADED ROAD AND 4.4 FEET WEST OF A METAL WITNESS
 LW3559'POST.
 LW3559'
 LW3559'REFERENCE MARK 2, STAMPED BEACH NO 2 1937, IS A STANDARD DISK
 LW3559'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 24 INCHES
 LW3559'ON THE EAST SIDE AND IS FLUSH WITH THE GROUND SURFACE ON THE OTHER
 LW3559'SIDES.  IT IS 30 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED OAK
 LW3559'TREE, 7 FEET WEST OF THE CENTER OF A BLADED ROAD AND 3.8 FEET
 LW3559'EAST OF A METAL WITNESS POST.
 LW3559'
 LW3559'REFERENCE MARK 3, STAMPED BEACH 1937 NO 3 1969, IS A STANDARD DISK
 LW3559'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 15 INCHES
 LW3559'ON THE NORTH, EAST AND SOUTH SIDES AND IS FLUSH WITH THE GROUND
 LW3559'SURFACE ON THE WEST SIDE.  IT IS 82 FEET NORTHEAST OF THE CENTER
 LW3559'OF THE FORK OF TWO ROADS, 64 FEET EAST OF THE CENTER OF A BLADED
 LW3559'ROAD AND 4.6 FEET SOUTH OF A METAL WITNESS POST.
 LW3559'
 LW3559'AZIMUTH MARK, STAMPED BEACH 1937, IS A STANDARD DISK CEMENTED IN A
 LW3559'DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 5 INCHES ABOVE THE
 LW3559'GROUND SURFACE.  THE BOULDER IS ABOUT 1.5 FEET BY 2.5 FEET.  IT IS
 LW3559'28 FEET NORTHEAST OF A GAP IN A STONE FENCE AND IS IN A GROVE
 LW3559'OF PINE TREES.
 LW3559'
 LW3559'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON THE
 LW3559'BLADED ROAD FOR 0.05 MILE TO A REVERSE FORK.  CONTINUE NORTHERLY ON
 LW3559'THE BLADED ROAD FOR 0.15 MILE TO A BLADED ROAD ON THE LEFT.  TURN
 LW3559'LEFT AND GO WEST AND SOUTHWEST ON THE BLADED ROAD FOR 0.1 MILE TO
 LW3559'A TRIANGLE BLAZED PINE TREE AND A STONE FENCE ON THE RIGHT.  (THIS
 LW3559'IS ABOUT 0.05 MILE BEFORE REACHING A FORK IN THE ROAD.) GO NORTH
 LW3559'ALONG THE EAST SIDE OF THE STONE FENCE FOR ABOUT 400 FEET TO A GAP
 LW3559'IN THE STONE FENCE AND THE MARK AS DESCRIBED.
 LW3559'
 LW3559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 LW3559'VOLUNTOWN.
 LW3559'
 LW3559'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 LW3559
 LW3559                          STATION RECOVERY (1989)
 LW3559
 LW3559'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW3559'THE STATION IS LOCATED ABOUT 13-1/2 MILES NORTH OF WESTERLY, RHODE
 LW3559'ISLAND, 5-1/2 MILES NORTHWEST OF HOPE VALLEY, RHODE ISLAND, 4 MILES
 LW3559'EAST OF VOLUNTOWN, CONNECTICUT AND 1/2 MILE SOUTH OF BEACH POND,
 LW3559'AND JUST WEST OF THE CONNECTICUT-RHODE ISLAND STATE LINE.
 LW3559'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN, GO EAST ON
 LW3559'STATE HIGHWAY 138 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAYS
 LW3559'49 AND 165.  CONTINUE EAST ON HIGHWAYS 49, 138 AND 165 FOR 0.45
 LW3559'MILE TO WHERE HIGHWAY 49 TURNS LEFT.  CONTINUE EAST ON HIGHWAYS 138
 LW3559'AND 165 FOR 1.1 MILES TO A FORK AND HIGHWAY 138 BEARS TO THE RIGHT.
 LW3559'CONTINUE EAST ON HIGHWAY 165 FOR 2.05 MILES TO A BLADED CROSSROAD
 LW3559'AND A SIGN ON THE RIGHT, (HORSE SHOEING ART MORRONE VULCAN FARM).
 LW3559'TURN RIGHT AND GO SOUTHERLY ON THE BLADED ROAD FOR 0.35 MILE TO
 LW3559'HISTORICAL CEMETERY EXTER NUMBER 71 ON THE LEFT.  CONTINUE
 LW3559'SOUTHERLY ON THE BLADED ROAD FOR 0.1 MILE TO A BLADED ROAD ON
 LW3559'THE RIGHT.  CONTINUE SOUTHERLY ON THE BLADED ROAD FOR 0.15 MILE
 LW3559'TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWEST ON A BLADED ROAD
 LW3559'FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LW3559'STATION MARK, STAMPED BEACH 1937, IS A STANDARD DISK SET IN A
 LW3559'SQUARE CONCRETE POST THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 LW3559'SURFACE.  IT IS 162 FEET SOUTH OF THE CENTER OF THE FORK OF TWO
 LW3559'ROADS, 35 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED PINE TREE,
 LW3559'22 FEET EAST-SOUTHEAST OF THE CENTER OF A BLADED ROAD AND 15 FEET
 LW3559'EAST-NORTHEAST OF A 6-INCH TRIANGLE BLAZED OAK TREE.
 LW3559
 LW3559                          STATION RECOVERY (2004)
 LW3559
 LW3559'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DKA)
 LW3559'FOUND STATION AND RM3. THERE HAS BEEN SOME LOGGING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6514 ***********************************************************************
 LX6514  DESIGNATION -  BEACH
 LX6514  PID         -  LX6514
 LX6514  STATE/COUNTY-  CT/NEW HAVEN
 LX6514  USGS QUAD   -  NEW HAVEN (1984)
 LX6514
 LX6514                         *CURRENT SURVEY CONTROL
 LX6514  ___________________________________________________________________
 LX6514* NAD 83(1996)-  41 15 37.01767(N)    072 56 07.71805(W)     ADJUSTED  
 LX6514* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6514  ___________________________________________________________________
 LX6514  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 LX6514  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6514
 LX6514  HORZ ORDER  -  SECOND
 LX6514
 LX6514.The horizontal coordinates were established by classical geodetic methods
 LX6514.and adjusted by the National Geodetic Survey in August 1998..
 LX6514
 LX6514.The orthometric height was scaled from a topographic map.
 LX6514
 LX6514.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6514
 LX6514.The geoid height was determined by GEOID03.
 LX6514
 LX6514;                    North         East     Units Scale Factor Converg.
 LX6514;SPC CT       -   199,832.777   289,257.097   MT  0.99999446   -0 07 22.7
 LX6514;SPC CT       -   655,618.04    949,004.33   sFT  0.99999446   -0 07 22.7
 LX6514;SPC NY L     -   121,987.912   389,210.190   MT  1.00002048   +0 41 46.6
 LX6514;SPC NY L     -   400,222.01  1,276,933.77   sFT  1.00002048   +0 41 46.6
 LX6514;UTM  18      - 4,569,706.932   672,949.634   MT  0.99996813   +1 21 42.7
 LX6514
 LX6514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6514!SPC CT       -   1.00000426  x   0.99999446  =   0.99999872
 LX6514!SPC NY L     -   1.00000426  x   1.00002048  =   1.00002474
 LX6514!UTM  18      -   1.00000426  x   0.99996813  =   0.99997239
 LX6514
 LX6514:                Primary Azimuth Mark                     Grid Az
 LX6514:SPC CT       -  FORT WOOSTER 3                           055 59 24.5
 LX6514:SPC NY L     -  FORT WOOSTER 3                           055 10 15.2
 LX6514:UTM  18      -  FORT WOOSTER 3                           054 30 19.1
 LX6514
 LX6514|---------------------------------------------------------------------|
 LX6514| PID    Reference Object                     Distance      Geod. Az  |
 LX6514|                                                           dddmmss.s |
 LX6514| LX6533 FORT WOOSTER 3                      APPROX. 4.3 KM 0555201.8 |
 LX6514|---------------------------------------------------------------------|
 LX6514
 LX6514                          SUPERSEDED SURVEY CONTROL
 LX6514
 LX6514  NAD 83(1992)-  41 15 37.01673(N)    072 56 07.71782(W) AD(       ) 2
 LX6514  NAD 83(1986)-  41 15 37.01849(N)    072 56 07.72272(W) AD(       ) 2
 LX6514  NAD 27      -  41 15 36.67400(N)    072 56 09.36100(W) AD(       ) 2
 LX6514
 LX6514.Superseded values are not recommended for survey control.
 LX6514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6514.See file dsdata.txt to determine how the superseded data were derived.
 LX6514
 LX6514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7295069707(NAD 83)
 LX6514
 LX6514  HISTORY     - Date     Condition        Report By
 LX6514  HISTORY     - 1934     MONUMENTED       CGS
 LX6514  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LX6514  HISTORY     - 1987     GOOD             USPSQD
 LX6514
 LX6514                          STATION DESCRIPTION
 LX6514
 LX6514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6514'THIS STATION IS LOCATED IN THE SEA WALL, S OF BEACH STREET IN
 LX6514'THE EASTERN PART OF THE SAVIN ROCK DISTRICT.  IT IS 5.2 METERS S
 LX6514'OF THE S CURB OF BEACH STREET AND ON LINE WITH THE S FACE OF THE
 LX6514'EASTERLY PART OF THE SEA WALL.
 LX6514'
 LX6514'A STANDARD HYDROGRAPHIC MARK WAS SET IN THE SEA WALL AT THIS
 LX6514'POINT.  OTHER MEASUREMENTS ARE SHOWN IN THE SKETCH.
 LX6514'
 LX6514'STATION WAS DETERMINED BY A 3-POINT FIX WITH CHECK.
 LX6514
 LX6514                          STATION RECOVERY (1954)
 LX6514
 LX6514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX6514'STATION BELIEVED DESTROYED, SEA WALL DAMAGED AT THIS POINT.
 LX6514
 LX6514                          STATION RECOVERY (1987)
 LX6514
 LX6514'RECOVERY NOTE BY US POWER SQUADRON 1987 (MK)
 LX6514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5925 ***********************************************************************
 LX5925  DESIGNATION -  BEACON HILL 3 AZ MK
 LX5925  PID         -  LX5925
 LX5925  STATE/COUNTY-  CT/MIDDLESEX
 LX5925  USGS QUAD   -  ESSEX (1977)
 LX5925
 LX5925                         *CURRENT SURVEY CONTROL
 LX5925  ___________________________________________________________________
 LX5925* NAD 83(1996)-  41 17 22.09337(N)    072 23 54.66505(W)     ADJUSTED  
 LX5925* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 LX5925  ___________________________________________________________________
 LX5925  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LX5925  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5925
 LX5925  HORZ ORDER  -  SECOND
 LX5925
 LX5925.The horizontal coordinates were established by classical geodetic methods
 LX5925.and adjusted by the National Geodetic Survey in August 1998..
 LX5925
 LX5925.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5925
 LX5925.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5925
 LX5925.The geoid height was determined by GEOID03.
 LX5925
 LX5925;                    North         East     Units Scale Factor Converg.
 LX5925;SPC CT       -   203,117.515   334,242.538   MT  0.99999217   +0 13 59.0
 LX5925;SPC CT       -   666,394.71  1,096,594.06   sFT  0.99999217   +0 13 59.0
 LX5925;UTM  18      - 4,574,156.331   717,838.413   MT  1.00018405   +1 43 02.3
 LX5925
 LX5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5925!SPC CT       -   1.00000404  x   0.99999217  =   0.99999621
 LX5925!UTM  18      -   1.00000404  x   1.00018405  =   1.00018809
 LX5925
 LX5925|---------------------------------------------------------------------|
 LX5925| PID    Reference Object                     Distance      Geod. Az  |
 LX5925|                                                           dddmmss.s |
 LX5925| LX5924 BEACON HILL 3 AZ MK A PT             11.661 METERS 02913     |
 LX5925| LX5926 OLD SAYBROOK DONNELLEY TANK         204.317 METERS 29530     |
 LX5925| LX5919 BEACON HILL 3 RESET                 483.016 METERS 3205227.2 |
 LX5925|---------------------------------------------------------------------|
 LX5925
 LX5925                          SUPERSEDED SURVEY CONTROL
 LX5925
 LX5925  NAD 83(1992)-  41 17 22.09242(N)    072 23 54.66475(W) AD(       ) 2
 LX5925  NAD 83(1986)-  41 17 22.09437(N)    072 23 54.66822(W) AD(       ) 2
 LX5925  NAD 27      -  41 17 21.74145(N)    072 23 56.36734(W) AD(       ) 2
 LX5925  NGVD 29 (07/19/86)    5.0    (m)           16.     (f) VERT ANG       
 LX5925
 LX5925.Superseded values are not recommended for survey control.
 LX5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5925.See file dsdata.txt to determine how the superseded data were derived.
 LX5925
 LX5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1783874156(NAD 83)
 LX5925_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5925+STABILITY: SURFACE MOTION
 LX5925
 LX5925  HISTORY     - Date     Condition        Report By
 LX5925  HISTORY     - 1976     MONUMENTED       NGS
 LX5925  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 LX5925  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX5925  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 LX5925
 LX5925                          STATION DESCRIPTION
 LX5925
 LX5925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5925'THE STATION IS ABOUT 2-1/2 MILES EAST OF WESTBROOK, 1-1/4
 LX5925'MILES WEST OF OLD SAYBROOK, 1/10 MILE NORTH OF U.S. HIGHWAY 1
 LX5925'AND 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 95.
 LX5925'
 LX5925'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 1 AND
 LX5925'STATE HIGHWAY 154 IN OLD SAYBROOK, GO WESTERLY ON U. S.
 LX5925'HIGHWAY 1 FOR 1.3 MILES TO DONNELLEY ROAD ON THE RIGHT, JUST
 LX5925'WEST OF THE OLD SAYBROOK SENIOR HIGH SCHOOL.  TURN RIGHT AND
 LX5925'GO NORTH ON DONNELLEY ROAD FOR 0.1 MILE TO THE STATION ON THE
 LX5925'LEFT AS DESCRIBED.
 LX5925'
 LX5925'STATION MARK, STAMPED---BEACON HILL 3 1882 1934 AZ 1976---, IS
 LX5925'A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A ROUND
 LX5925'CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND IS FLUSH
 LX5925'WITH THE GROUND SURFACE.  IT IS 62 FEET WEST OF THE CENTER
 LX5925'OF DONNELLEY ROAD, 7 FEET WEST OF A METAL WITNESS POST AND
 LX5925'4 FEET WEST OF POWER LINE POLE NUMBER 358.
 LX5925'
 LX5925'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.1 METER.
 LX5925'DESCRIBED BY A. G. THACKER.
 LX5925
 LX5925                          STATION RECOVERY (1994)
 LX5925
 LX5925'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX5925'MARK NOT FOUND.
 LX5925
 LX5925                          STATION RECOVERY (1997)
 LX5925
 LX5925'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5925'MARK NOT FOUND.
 LX5925
 LX5925                          STATION RECOVERY (1998)
 LX5925
 LX5925'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5919 ***********************************************************************
 LX5919  DESIGNATION -  BEACON HILL 3 RESET
 LX5919  PID         -  LX5919
 LX5919  STATE/COUNTY-  CT/MIDDLESEX
 LX5919  USGS QUAD   -  ESSEX (1977)
 LX5919
 LX5919                         *CURRENT SURVEY CONTROL
 LX5919  ___________________________________________________________________
 LX5919* NAD 83(1996)-  41 17 34.23927(N)    072 24 07.76487(W)     ADJUSTED  
 LX5919* NAVD 88     -        38.0    (meters)     125.     (feet)  VERTCON   
 LX5919  ___________________________________________________________________
 LX5919  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LX5919  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5919
 LX5919  HORZ ORDER  -  FIRST
 LX5919
 LX5919.The horizontal coordinates were established by classical geodetic methods
 LX5919.and adjusted by the National Geodetic Survey in August 1998..
 LX5919
 LX5919.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5919
 LX5919.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5919
 LX5919.The geoid height was determined by GEOID03.
 LX5919
 LX5919;                    North         East     Units Scale Factor Converg.
 LX5919;SPC CT       -   203,490.975   333,936.224   MT  0.99999193   +0 13 50.3
 LX5919;SPC CT       -   667,619.97  1,095,589.09   sFT  0.99999193   +0 13 50.3
 LX5919;SPC NY L     -   126,282.840   433,833.937   MT  1.00002471   +1 02 42.4
 LX5919;SPC NY L     -   414,312.95  1,423,336.84   sFT  1.00002471   +1 02 42.4
 LX5919;UTM  18      - 4,574,521.801   717,522.467   MT  1.00018235   +1 42 54.0
 LX5919
 LX5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5919!SPC CT       -   0.99999881  x   0.99999193  =   0.99999074
 LX5919!SPC NY L     -   0.99999881  x   1.00002471  =   1.00002352
 LX5919!UTM  18      -   0.99999881  x   1.00018235  =   1.00018116
 LX5919
 LX5919|---------------------------------------------------------------------|
 LX5919| PID    Reference Object                     Distance      Geod. Az  |
 LX5919|                                                           dddmmss.s |
 LX5919| CZ7034 BEACON HILL 3 RM 1                   17.242 METERS 02144     |
 LX5919| LX5896 PIONTKOWSKIS TOWER                  APPROX. 2.4 KM 0490003.6 |
 LX5919| CZ7035 BEACON HILL 3 RM 2                    5.837 METERS 05928     |
 LX5919| LX5797 POWERHOUSE STACK                    APPROX. 4.7 KM 0612102.7 |
 LX5919| LX5884 ST JOHNS CHURCH SPIRE               APPROX. 2.2 KM 0670559.0 |
 LX5919| LX5843 RAILWAY ELEVATED TANK               APPROX. 2.6 KM 0695215.6 |
 LX5919| CZ7036 BEACON HILL 3 CEDAR                  20.100 METERS 12253     |
 LX5919| LX5844 GUARDHOUSE POINT TANK               APPROX. 3.7 KM 1373214.9 |
 LX5919| LX5924 BEACON HILL 3 AZ MK A PT            478.835 METERS 1393429.9 |
 LX5919| LX5925 BEACON HILL 3 AZ MK                 483.016 METERS 1405218.5 |
 LX5919| LX5891 CORNFIELD POINT WINDMILL            APPROX. 3.3 KM 1551837.4 |
 LX5919| LX5926 OLD SAYBROOK DONNELLEY TANK         310.996 METERS 15714     |
 LX5919| LX5889 YE CASTLE INN TURRET                APPROX. 3.7 KM 1595451.2 |
 LX5919| LX5892 CORNFIELD POINT TANK                APPROX. 3.5 KM 1605536.2 |
 LX5919| LX5908 CRYSTAL BEACH CAMP CHIMNEY          APPROX. 1.7 KM 1974659.3 |
 LX5919| LX5910 WESTBROOK TANK                      APPROX. 3.2 KM 2474345.0 |
 LX5919| LX5881 WESTBROOK CONG CHURCH SPIRE         APPROX. 4.0 KM 2593338.2 |
 LX5919| LX5890 KNOTHES TANK                        APPROX. 3.7 KM 2615646.0 |
 LX5919|---------------------------------------------------------------------|
 LX5919
 LX5919                          SUPERSEDED SURVEY CONTROL
 LX5919
 LX5919  NAD 83(1992)-  41 17 34.23833(N)    072 24 07.76457(W) AD(       ) 1
 LX5919  NAD 83(1986)-  41 17 34.24029(N)    072 24 07.76803(W) AD(       ) 1
 LX5919  NAD 27      -  41 17 33.88300(N)    072 24 09.46200(W) AD(       ) 1
 LX5919  NGVD 29 (07/19/86)   38.3    (m)          126.     (f) VERT ANG       
 LX5919
 LX5919.Superseded values are not recommended for survey control.
 LX5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5919.See file dsdata.txt to determine how the superseded data were derived.
 LX5919
 LX5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1752274522(NAD 83)
 LX5919
 LX5919  HISTORY     - Date     Condition        Report By
 LX5919  HISTORY     - 1882     MONUMENTED       CGS
 LX5919  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5919  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5919  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5919  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5919  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5919  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LX5919
 LX5919                          STATION DESCRIPTION
 LX5919
 LX5919'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (JPB)
 LX5919'SITUATED ON A BARE ROCKY HILL ABOUT 1 MILE NW OF THE VILLAGE OF
 LX5919'SAYBROOK.  STATION IS N OF THE RAILROAD AND NEAR THE INTERSECTION
 LX5919'OF TWO ROADS.  A SCHOOLHOUSE STANDS AT THE CORNER.  MARKED BY A
 LX5919'1-INCH HOLE IN ROCK 1 FOOT UNDER GROUND.  MARK IS ABOUT 20 FEET
 LX5919'W OF HIGHEST POINT OF HILL.  NO SURFACE MARK AT CENTER.
 LX5919'REFERENCE MARKS ARE DRILL HOLES IN ROCKS AT THE FOLLOWING
 LX5919'DISTANCES AND BEARINGS FROM THE STATION--N 49 DEG E, 43.6
 LX5919'FEET.  N 27 DEG W, 14.37 FEET.  N 74 DEG 15 MIN E, 11.57
 LX5919'FEET.  AND 30.2 FEET (BEARING NOT GIVEN).
 LX5919
 LX5919                          STATION RECOVERY (1934)
 LX5919
 LX5919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5919'CENTER AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  NEW
 LX5919'CENTER AND REFERENCE MARKS WERE ESTABLISHED.  THIS STATION IS ON
 LX5919'BEACON HILL, THE PROPERTY OF H.T. CHAPMAN.  TO APPROACH FROM
 LX5919'SAYBROOK.  GO W ON BOSTON POST ROAD TO OYSTER RIVER
 LX5919'BRIDGE.  CONTINUE W 0.6 MILE TO SCHOOLHOUSE ROAD.  TURN RIGHT
 LX5919'AND TO 0.3 MILE TO A POINT JUST ACROSS THE RAILROAD TRACKS.
 LX5919'TURN RIGHT ON PRIVATE ROAD AND PARALLEL TRACKS FOR 0.1 MILE.
 LX5919'BEACON HILL IS A SHARP ROCKY HILLOCK DIRECTLY N OF THIS POINT.
 LX5919'
 LX5919'THE STATION IS NOT ON THE LEDGE AT THE HIGHEST PART OF THE
 LX5919'HILL BUT IS ABOUT 3.2 METERS WESTERLY.  IT IS 11.5 METERS EASTERLY
 LX5919'OF STEEP CLIFF ON W SIDE OF HILL.  SOUTHWESTERLY POINT OF
 LX5919'CLIFF BEARS SW (MAGNETIC) AND IS 15.5 METERS DISTANT.
 LX5919'
 LX5919'THE SUB-SURFACE MARK WAS SECURED IN THE DRILL HOLE MARKING
 LX5919'THE FORMER CENTER.  REFERENCE MARK NO.1 IS IN AN EMBEDDED BOULDER
 LX5919'AT EDGE OF THE TREES.  IT BEARS N 35 DEG E (MAGNETIC).  REFERENCE
 LX5919'MARK NO.2 IS IN THE HIGHEST PART OF THE BARE LEDGE.  IT BEARS N
 LX5919'70 DEG E (MAGNETIC).
 LX5919'
 LX5919'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX5919'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD BRONZE DISK
 LX5919'WEDGED IN A DRILL HOLE AS DESCRIBED IN NOTE 8A.  REFERENCE MARK
 LX5919'NO.1 IS A STANDARD BRONZE DISK SET IN A BOULDER AS DESCRIBED IN
 LX5919'NOTE 12C.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN
 LX5919'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX5919'
 LX5919'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 LX5919
 LX5919                          STATION RECOVERY (1954)
 LX5919
 LX5919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (MBC)
 LX5919'RECOVERED UNDER 3 INCHES OF TURF AS DESCRIBED.  USED TO TEST
 LX5919'KERN DKM1 THEODOLITE.
 LX5919'
 LX5919'THE TRUCK TRAIL TO THIS STATION FROM THE NORTH HAS NOW BEEN
 LX5919'CUT OFF BY THE GREENWICH KILLINGLY EXPRESSWAY NOW UNDER
 LX5919'CONSTRUCTION.  THERE IS SOME POSSIBLITY OF ACCESS BEING MADE TO
 LX5919'THIS TRAIL SOUTH OF EXPRESS WAY BY NEW ENTRANCE.
 LX5919
 LX5919                          STATION RECOVERY (1960)
 LX5919
 LX5919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5919'STATION AND RM 2 RECOVERED IN GOOD CONDITION.  RM 1 IS PROBABLY
 LX5919'HIDDEN UNDER A THICK HONEYSUCKLE GROWTH.  DESCRIPTION IS COMPLETE
 LX5919'EXCEPT FOR THE FOLLOWING ADDITION--
 LX5919'
 LX5919'STATION IS BETWEEN THE R.R. AND THE CONN. TURNPIKE.
 LX5919
 LX5919                          STATION RECOVERY (1971)
 LX5919
 LX5919'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5919'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5919'REACH THE STATION FROM THE WESTBROOK-OLD SAYBROOK TOWNLINE, GO
 LX5919'EAST ON ROUTE 1 (BOSTON POST RD.) FOR 1.0 MILE TO SCHOOLHOUSE
 LX5919'ROAD ON THE LEFT.  GO NORTH FOR 0.5 MILE PASSING OVER RAILROAD
 LX5919'TRACKS TO A DIRT ROAD ON THE RIGHT.  GO SOUTHEAST ON DIRT ROAD
 LX5919'FOR 0.25 MILE TO TOP OF HILL TO STATION AT ROCK BLUFF.
 LX5919
 LX5919                          STATION RECOVERY (1976)
 LX5919
 LX5919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5919'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 LX5919'IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED AND IT WAS
 LX5919'FOUND TO BE SOLID IN A DRILL HOLE IN A ROCK OUTCROP, BUT THE
 LX5919'MARK HAS BEEN DEFACED.  THE ANGLE BETWEEN THE REFERENCE MARKS
 LX5919'WAS FOUND SMALLER BY 4 MINUTES 30 SECONDS.  THE DISTANCE TO
 LX5919'REFERENCE MARK 1 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 WAS
 LX5919'FOUND SHORTER BY 0.023 METER.  THE DISTANCE BETWEEN THE
 LX5919'REFERENCE MARKS WAS FOUND SHORTER BY 0.028 METER.  AN AZIMUTH
 LX5919'MARK WAS SET AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 LX5919'FOLLOWS.
 LX5919'
 LX5919'THE STATION IS ABOUT 2-1/2 MILES EAST OF WESTBROOK, 1-1/4 MILES
 LX5919'WEST OF OLD SAYBROOK, 1/2 MILE NORTH OF U.S. HIGHWAY 1, 1/4 MILE
 LX5919'SOUTH OF
 LX5919'INTERSTATE HIGHWAY 95 AND ON PROPERTY OWNED BY MRS. ELIZABETH
 LX5919'C. CHILDS, BOX 111, WOODSTOCK, CONNECTICUT.  PHONE 203-928-3098.
 LX5919'MRS. CHILDS ASKED THAT SHE BE CONTACTED BY ANYONE USING THIS
 LX5919'STATION AGAIN.
 LX5919'
 LX5919'TO REACH THE STATION FORM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX5919'STATE HIGHWAY 154 IN OLD SAYBROOK, GO WESTERLY ON U.S. HIGHWAY 1
 LX5919'FOR 1.3 MILES TO A SIDE ROAD ON THE RIGHT, JUST WEST OF THE OLD
 LX5919'SAYBROOK SENIOR HIGH SCHOOL.  (TO REACH THE AZIMUTH MARK FROM
 LX5919'THIS POINT, TURN RIGHT AND GO NORTH ON DONNELLEY ROAD FOR 0.1
 LX5919'MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.) CONTINUE
 LX5919'WESTERLY ON U.S. HIGHWAY 1 FOR 0.25 MILE TO A CROSS ROAD.  TURN
 LX5919'RIGHT AND GO NORTHERLY ON SCHOOL HOUSE ROAD FOR 0.45 MILE TO A
 LX5919'CROSS ROAD.  TURN RIGHT AND GO NORTHERLY ON SCHOOL HOUSE ROAD
 LX5919'WOODS ROAD ON THE RIGHT, JUST SOUTH OF AN UNDERPASS GOING
 LX5919'UNDER INTERSTATE HIGHWAY 95.  TURN RIGHT AND GO NORTHEAST AND
 LX5919'SOUTHEAST ON THE WOODS ROAD FOR 0.25 MILE TO A ROCK
 LX5919'LEDGE AT THE END OF THE WOODS ROAD AND THE STATION AS
 LX5919'DESCCRIBED.
 LX5919'
 LX5919'STATION MARK, STAMPED---BEACON HILL 3 1882 1934---, IS A STANDARD
 LX5919'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS 3
 LX5919'INCHES BELOW THE GROUND SURFACE. THE 1934 DESCRIPTION STATES
 LX5919'THAT UNDERGROUND MARK AS A STANDARD DISK WEDGED IN A
 LX5919'DRILL HOLE BELOW THE SURFACE MARK.  THEY ARE 75 FEET NORTHEAST
 LX5919'OF THE SOUTHWEST POINT OF THE ROCK LEDGE, 42 FEET EAST OF THE
 LX5919'WEST EDGE OF THE ROCK LEDGE, 10 FEET WEST OF THE WEST EDGE OF A
 LX5919'ROCK OUTCROP AND AT THE SOUTHWEST END OF THE WOODS ROAD.
 LX5919'
 LX5919'REFERENCE MARK 1, STAMPED---BEACON HILL 3 NO 1 1934---, IS A
 LX5919'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER
 LX5919'THAT PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 47
 LX5919'FEET NORTH OF THE SOUTH EDGE OF THE ROCK LEDGE AND 28 FEET EAST
 LX5919'OF THE CENTER OF THE WOODS ROAD.
 LX5919'
 LX5919'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LX5919'A ROCK OUTCROP THAT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 LX5919'THE STAMPING ON THE DISK IS NOT LEGIBLE.  IT IS 61 FEET EAST OF
 LX5919'THE WEST EDGE OF THE ROCK LEDGE, 4.6 FEET NORTH OF THE SOUTH
 LX5919'EDGE OF THE ROCK OUTCROP AND 0.6 FOOT EAST OF THE WEST EDGE OF
 LX5919'THE ROCK OUTCROP.
 LX5919'
 LX5919'AZIMUTH MARK, STAMPED---BEACON HILL 3 1882 1934 AZ 1976---, IS A
 LX5919'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE
 LX5919'POST THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 LX5919'SURFACE. IT IS 62 FEET WEST OF THE CENTER OF DONNELLEY ROAD, 7
 LX5919'FEET WEST OF A METAL WITNESS POST AND 4 FEET WEST OF POWER
 LX5919'LINE POLE NUMBER 358.
 LX5919'
 LX5919'HEIGHT OF LIGHT ABOVE THE STATION MARK IS 23.1 METERS.
 LX5919'DESCRIBED BY A.G. THACKER
 LX5919
 LX5919                          STATION RECOVERY (1984)
 LX5919
 LX5919'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5919'STATION DISK MISSING.  DRILL HOLE IN ROCK REMAINS.  R.M. 1
 LX5919'RECOVERED IN GOOD CONDITION.  R.M. 2 RECOVERED IN DEFACED
 LX5919'CONDITION.  STAMPING IS ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6901 ***********************************************************************
 LX6901  DESIGNATION -  BEAR HILL
 LX6901  PID         -  LX6901
 LX6901  STATE/COUNTY-  CT/MIDDLESEX
 LX6901  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6901
 LX6901                         *CURRENT SURVEY CONTROL
 LX6901  ___________________________________________________________________
 LX6901* NAD 83(1996)-  41 31 19.76783(N)    072 35 29.99670(W)     ADJUSTED  
 LX6901* NAVD 88     -       203.2    (meters)     667.     (feet)  VERTCON   
 LX6901  ___________________________________________________________________
 LX6901  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 LX6901  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6901
 LX6901  HORZ ORDER  -  FIRST
 LX6901
 LX6901.The horizontal coordinates were established by classical geodetic methods
 LX6901.and adjusted by the National Geodetic Survey in August 1998..
 LX6901
 LX6901.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6901
 LX6901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6901
 LX6901.The geoid height was determined by GEOID03.
 LX6901
 LX6901;                    North         East     Units Scale Factor Converg.
 LX6901;SPC CT       -   228,912.057   318,016.176   MT  0.99998316   +0 06 17.9
 LX6901;SPC CT       -   751,022.31  1,043,358.07   sFT  0.99998316   +0 06 17.9
 LX6901;UTM  18      - 4,599,524.638   700,944.995   MT  1.00009694   +1 35 49.3
 LX6901
 LX6901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6901!SPC CT       -   0.99997279  x   0.99998316  =   0.99995595
 LX6901!UTM  18      -   0.99997279  x   1.00009694  =   1.00006972
 LX6901
 LX6901:                Primary Azimuth Mark                     Grid Az
 LX6901:SPC CT       -  PENFIELD 2                               011 44 13.0
 LX6901:UTM  18      -  PENFIELD 2                               010 14 41.6
 LX6901
 LX6901|---------------------------------------------------------------------|
 LX6901| PID    Reference Object                     Distance      Geod. Az  |
 LX6901|                                                           dddmmss.s |
 LX6901| LX6923 PENFIELD 2                          APPROX. 6.8 KM 0115030.9 |
 LX6901| LX6904 MIDDLETOWN STATE HOSP STK NEW       APPROX. 3.7 KM 0150623.2 |
 LX6901| LX4898 AIRWAY BEACON 10                    APPROX.11.2 KM 0495630.4 |
 LX6901| CZ7038 BEAR HILL RM 2                        8.862 METERS 09536     |
 LX6901| CZ7039 BEAR HILL RM 3                                     1080137.0 |
 LX6901| LX6169 KILLINGWORTH ATT MICROWAVE          APPROX.10.4 KM 1853543.0 |
 LX6901| LX6171 HADDAM ATT MICROWAVE                APPROX. 3.6 KM 2172124.1 |
 LX6901| LX6298 READS GAP AIRWAY BEACON             APPROX.13.6 KM 2422103.2 |
 LX6901| CZ7037 BEAR HILL RM 1                       12.163 METERS 33931     |
 LX6901|---------------------------------------------------------------------|
 LX6901
 LX6901                          SUPERSEDED SURVEY CONTROL
 LX6901
 LX6901  NAD 83(1992)-  41 31 19.76712(N)    072 35 29.99666(W) AD(       ) 1
 LX6901  NAD 83(1986)-  41 31 19.76904(N)    072 35 29.99885(W) AD(       ) 1
 LX6901  NAD 27      -  41 31 19.41094(N)    072 35 31.66914(W) AD(       ) 1
 LX6901  NGVD 29 (07/19/86)  203.5    (m)          668.     (f) VERT ANG       
 LX6901
 LX6901.Superseded values are not recommended for survey control.
 LX6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6901.See file dsdata.txt to determine how the superseded data were derived.
 LX6901
 LX6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0094599525(NAD 83)
 LX6901_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6901_SETTING: 66 = SET IN ROCK OUTCROP
 LX6901_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6901+STABILITY: POSITION/ELEVATION WELL
 LX6901
 LX6901  HISTORY     - Date     Condition        Report By
 LX6901  HISTORY     - 1934     MONUMENTED       CGS
 LX6901  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6901
 LX6901                          STATION DESCRIPTION
 LX6901
 LX6901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6901'BEAR HILL IS THE HIGHEST POINT OF THE BROKEN TERRITORY IN THE
 LX6901'MAROMAS DISTRICT LYING BETWEEN HIGGANUM AND MIDDLETOWN.  TO
 LX6901'APPROACH FROM MIDDLETOWN--LEAVE THE S END OF MAIN STREET AT THE
 LX6901'Y.M.C.A. AND GO E ON UNION STREET.  TURN RIGHT ON SUMMER STREET,
 LX6901'THE MAIN ROAD TO HIGGANUM AND SAYBROOK (ROUTE 9).  GO 2.6 MILES
 LX6901'AND BEAR LEFT ON OLD STATE ROAD.  GO 0.2 MILE AND TURN LEFT ON
 LX6901'BROOKS ROAD.  GO 0.5 MILE AND TURN RIGHT ON BEAR HILL ROAD, AND
 LX6901'GO 0.2 MILE.  TURN RIGHT INTO A WOOD ROAD AND GO 0.9 MILE TO
 LX6901'AN EXTENSIVE FLAT, OUTCROPPING LEDGE DIRECTLY IN THE ROADWAY.
 LX6901'THE STATION IS ON THE SMALL KNOLL S 30 DEG W (MAGNETIC) ABOUT
 LX6901'200 YARDS DISTANT FROM THIS POINT.  THE CLUMP OF PINE TREES
 LX6901'W OF THAYER BEARS N 35 DEG E (MAGNETIC) FROM HERE.  THE
 LX6901'STATION IS ON THE OUTCROPPING LEDGE THAT FORMS THE S EDGE OF
 LX6901'THE KNOLL.  IT IS 7 METERS NORTHERLY OF SHARP EDGE WHERE
 LX6901'CLIFF DROPS 60 OR 70 FEET BY ABRUPT STEPS.  THE WHOLE
 LX6901'SOUTHERLY SLOPE OF THE HILL IS SPARSELY WOODED LEDGE.  THE
 LX6901'HIGH PART OF THE LEDGE ENDS ABOUT 10 METERS EASTERLY FROM
 LX6901'THE STATION.
 LX6901'
 LX6901'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6901'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX6901'THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARKS NOS. 1, 2, AND
 LX6901'3 ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED
 LX6901'IN NOTE 12A.  REFERENCE MARK NO. 1 IS IN FLAT LEDGE AT HIGH PART
 LX6901'OF HILL, BEARING N 05 DEG W (MAGNETIC).  REFERENCE MARK NO. 2 IS
 LX6901'ALMOST DIRECTLY ON EASTERLY EDGE OF LEDGE, BEARING S 70 DEG E
 LX6901'(MAGNETIC).
 LX6901'
 LX6901'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 LX6901
 LX6901                          STATION RECOVERY (1976)
 LX6901
 LX6901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6901'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX6901'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT
 LX6901'RECOVERED AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 1
 LX6901'CHECKED THE 1935 MEASUREMENT, BUT THE DISTANCE TO REFERENCE
 LX6901'MARK 2 WAS FOUND TO BE SHORTER BY 0.058 OF A METER.  THE
 LX6901'DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE GREATER BY 2
 LX6901'MINUTES AND 6 SECONDS AND THE DIRECTION TO REFERENCE MARK 2
 LX6901'WAS FOUND TO BE SMALLER BY 1 MINUTE AND 6 SECONDS.  DUE TO
 LX6901'CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6901'
 LX6901'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF MIDDLETOWN, 2-1/2
 LX6901'MILES NORTHWEST OF HIGGANUM, 1 MILE NORTHEAST OF EXIT NUMBER
 LX6901'10 ON STATE HIGHWAY 9 AND ON THE PROPERTY OF MR.WILLIAM V.
 LX6901'GAUTIERI, SAYBROOK ROAD, POST OFFICE BOX 76, MIDDLETOWN,
 LX6901'CONNECTICUT.  HIS TELEPHONE NUMBER IS 347-4484.
 LX6901'
 LX6901'TO REACH THE STATION FROM EXIT NUMBER 10 OFF OF STATE HIGHWAY 9,
 LX6901'GO EASTERLY ON AIRCRAFT ROAD FOR 0.2 MILE TO THE JUNCTION OF
 LX6901'OLD SAYBROOK ROAD.  TURN LEFT AND GO NORTH ON OLD SAYBROOK
 LX6901'ROAD FOR 1.05 MILES TO A SIDE ROAD ON THE RIGHT AND POWER LINE
 LX6901'POLE NUMBER 158 ON THE RIGHT.  CONTINUE NORTH ON OLD SAYBROOK
 LX6901'ROAD FOR 0.55 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 LX6901'GO EAST ON BROOKS ROAD FOR 0.2 MILE TO A FORK AND TOLL GATE
 LX6901'ROAD ON THE RIGHT.  KEEP THE LEFT FORK AND GO NORTHERLY ON
 LX6901'BROOKS ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 LX6901'RIGHT AND GO SOUTHEASTERLY ON BEAR HILL ROAD FOR 0.2 MILE TO
 LX6901'A WOODS ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE WOODS
 LX6901'ROAD SOUTHERLY FOR 0.2 MILE TO A POWER LINE.  BEAR RIGHT,
 LX6901'ANGLING ACROSS THE POWERLINE FOR 0.1 MILE TO A WOODS
 LX6901'ROAD ON THE LEFT.  BEAR LEFT, FOLLOWING THE WOODS ROAD FOR
 LX6901'0.55 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO UPHILL FOR
 LX6901'0.15 MILE TO THE STATION AS DESCRIBED.
 LX6901'
 LX6901'THE STATION MARK IS A STANDARD DISK, STAMPED---BEAR HILL
 LX6901'1934---, CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX6901'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET
 LX6901'SOUTHEAST OF A 10-INCH OAK TREE, 27.5 FEET WEST OF AN 8-INCH
 LX6901'OAK TREE, 20 FEET NORTHWEST OF THE EDGE OF A ROCK LEDGE AND
 LX6901'15.5 FEET EAST OF AN 18-INCH OAK TREE.
 LX6901'
 LX6901'REFERENCE MARK 1, STAMPED---BEAR HILL NO 1 1934---, IS A
 LX6901'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP
 LX6901'OF BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LX6901'SURFACE.  IT IS 52.5 FEET NORTHWEST OF AN 8-INCH OAK TREE, 36
 LX6901'FEET SOUTH OF AN 8-INCH OAK TREE AND 23.5 FEET NORTHEAST OF A
 LX6901'10-INCH OAK TREE.
 LX6901'
 LX6901'REFERENCE MARK 2, STAMPED---BEAR HILL NO 2 1934---, IS A
 LX6901'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP
 LX6901'OF BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 43
 LX6901'FEET SOUTH OF AN 8-INCH OAK TREE, 8 FEET EAST OF AN 8-INCH OAK
 LX6901'TREE AND 2 FEET NORTH OF THE EDGE OF A ROCK LEDGE.
 LX6901'
 LX6901'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6901'
 LX6901'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 19.0 METERS.
 LX6901'
 LX6901'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2045 ***********************************************************************
 MZ2045  DESIGNATION -  BEAR MOUNTAIN
 MZ2045  PID         -  MZ2045
 MZ2045  STATE/COUNTY-  CT/LITCHFIELD
 MZ2045  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2045
 MZ2045                         *CURRENT SURVEY CONTROL
 MZ2045  ___________________________________________________________________
 MZ2045* NAD 83(1996)-  42 02 39.33051(N)    073 27 15.71395(W)     ADJUSTED  
 MZ2045* NAVD 88     -       704.     (meters)    2310.     (feet)  SCALED    
 MZ2045  ___________________________________________________________________
 MZ2045  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 MZ2045  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 MZ2045
 MZ2045  HORZ ORDER  -  FIRST
 MZ2045
 MZ2045.The horizontal coordinates were established by classical geodetic methods
 MZ2045.and adjusted by the National Geodetic Survey in August 1998..
 MZ2045
 MZ2045.The orthometric height was scaled from a topographic map.
 MZ2045
 MZ2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2045
 MZ2045.The geoid height was determined by GEOID03.
 MZ2045
 MZ2045;                    North         East     Units Scale Factor Converg.
 MZ2045;SPC CT       -   287,126.651   246,483.205   MT  1.00002281   -0 28 01.3
 MZ2045;SPC CT       -   942,014.69    808,670.32   sFT  1.00002281   -0 28 01.3
 MZ2045;SPC MA M     -   867,838.682    38,210.916   MT  0.99996826   -1 18 46.1
 MZ2045;SPC MA M     - 2,847,234.08    125,363.65   sFT  0.99996826   -1 18 46.1
 MZ2045;SPC NY E     -   357,044.526   236,563.448   MT  0.99999217   +0 42 01.1
 MZ2045;SPC NY E     - 1,171,403.58    776,125.25   sFT  0.99999217   +0 42 01.1
 MZ2045;UTM  18      - 4,655,845.864   627,918.704   MT  0.99980135   +1 02 06.9
 MZ2045
 MZ2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2045!SPC CT       -   0.99989438  x   1.00002281  =   0.99991718
 MZ2045!SPC MA M     -   0.99989438  x   0.99996826  =   0.99986264
 MZ2045!SPC NY E     -   0.99989438  x   0.99999217  =   0.99988655
 MZ2045!UTM  18      -   0.99989438  x   0.99980135  =   0.99969575
 MZ2045
 MZ2045:                Primary Azimuth Mark                     Grid Az
 MZ2045:SPC CT       -  MT EVERETT LOT                           015 59 00.5
 MZ2045:SPC MA M     -  MT EVERETT LOT                           016 49 45.3
 MZ2045:SPC NY E     -  MT EVERETT LOT                           014 48 58.1
 MZ2045:UTM  18      -  MT EVERETT LOT                           014 28 52.3
 MZ2045
 MZ2045|---------------------------------------------------------------------|
 MZ2045| PID    Reference Object                     Distance      Geod. Az  |
 MZ2045|                                                           dddmmss.s |
 MZ2045| MZ2661 MT EVERETT LOT                      APPROX. 6.7 KM 0153059.2 |
 MZ2045| DA2987 BEAR MOUNTAIN RM 1                    1.994 METERS 07748     |
 MZ2045| LX3632 SALISBURY SCHOOL DOME               APPROX. 7.2 KM 1345550.7 |
 MZ2045| MZ2050 RIGA                                APPROX. 3.7 KM 1943143.4 |
 MZ2045| DA2988 BEAR MOUNTAIN RM 2                    2.669 METERS 21727     |
 MZ2045| DA2989 BEAR MOUNTAIN RM 3                    3.674 METERS 33705     |
 MZ2045| MZ2046 BEAR MOUNTAIN TOWER                  67.050 METERS 35757     |
 MZ2045|---------------------------------------------------------------------|
 MZ2045
 MZ2045                          SUPERSEDED SURVEY CONTROL
 MZ2045
 MZ2045  NAD 83(1996)-  42 02 39.33055(N)    073 27 15.71400(W) AD(       ) 1
 MZ2045  NAD 83(1992)-  42 02 39.33144(N)    073 27 15.71496(W) AD(       ) 1
 MZ2045  NAD 83(1992)-  42 02 39.33208(N)    073 27 15.71498(W) AD(       ) 1
 MZ2045  NAD 83(1986)-  42 02 39.33068(N)    073 27 15.71177(W) AD(       ) 1
 MZ2045  NAD 83(1986)-  42 02 39.32854(N)    073 27 15.71240(W) AD(       ) 3
 MZ2045  NAD 27      -  42 02 38.99333(N)    073 27 17.28123(W) AD(       ) 3
 MZ2045
 MZ2045.Superseded values are not recommended for survey control.
 MZ2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2045.See file dsdata.txt to determine how the superseded data were derived.
 MZ2045
 MZ2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2791955846(NAD 83)
 MZ2045_MARKER: DS = TRIANGULATION STATION DISK
 MZ2045_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2045_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ2045_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ2045+STABILITY: POSITION/ELEVATION WELL
 MZ2045
 MZ2045  HISTORY     - Date     Condition        Report By
 MZ2045  HISTORY     - 1952     MONUMENTED       CTGS
 MZ2045  HISTORY     - 1984     GOOD             CTGS
 MZ2045  HISTORY     - 20040810 GOOD             GEOCAC
 MZ2045
 MZ2045                          STATION DESCRIPTION
 MZ2045
 MZ2045'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1952
 MZ2045'STATION MARK IS U.S.C. G.S. STATE SURVEY BRONZE DISK STAMPED--BEAR
 MZ2045'MTN., SET IN A LEDGE ABOUT 205 FEET SOUTH OF A STONE TOWER AND
 MZ2045'ABOUT 70 FEET EAST OF THE APPALACHIAN TRAIL, AT AN ELEVATION OF
 MZ2045'ABOUT 2310 FEET WHICH IS SOUTHEAST AND ABOUT 10 FEET LOWER THAN
 MZ2045'THE SUMMIT OF BEAR MOUNTAIN.  TO REACH FROM THE INTERSECTION OF
 MZ2045'ROUTE 44 AND ROUTE 41 WHICH IS IN THE CENTER OF SALISBURY, GO
 MZ2045'SOUTHWEST ON ROUTE 44 ABOUT 800 FEET AND TURN RIGHT ON WASHINEE
 MZ2045'STREET.  PROCEED NORTHWESTERLY FOR 0.70 MILE AND BEAR LEFT
 MZ2045'ONTO MT. RIGA ROAD.  CONTINUE NORTHWESTERLY FOR 2.90 MILES TO
 MZ2045'AN INTERSECTION NEAR THE SOUTHEAST END OF SOUTH POND.
 MZ2045'THERE IS AN ABANDONED FORGE ABOUT 0.2 MILE SOUTHEAST OF THIS
 MZ2045'INTERSECTION.  TURN RIGHT AND FOLLOW MT. WASHINGTON ROAD NORTH FOR
 MZ2045'2.95 MILES TO A DIM ROAD ON THE RIGHT, WHICH IS 0.25 MILE
 MZ2045'SOUTH OF THE MASSACHUSETTS STATE LINE.  PARK TRUCK HERE, FOLLOW
 MZ2045'WOOD ROAD SOUTHEAST FOR 0.85 MILE (16 MINUTES A MANS WALK)
 MZ2045'TO ITS INTERSECTION WITH THE APPALACHIAN TRAIL.  TURN LEFT AND
 MZ2045'FOLLOW APPALACHIAN TRAIL NORTHERLY FOR 0.6 MILE (14-1/2
 MZ2045'MINUTES WALK) TO A LARGE STONE TOWER ON TOP OF THE MOUNTAIN.
 MZ2045'THE STATION IS ABOUT 205 FEET SOUTH 11 DEG WEST FROM THE
 MZ2045'STONE TOWER.
 MZ2045'
 MZ2045'R.M. 1--EAST OF STATION--1/2 INCH DRILL HOLE AND CHISELED
 MZ2045'SQUARE IN LEDGE OUTCROP.
 MZ2045'
 MZ2045'R.M. 2--SOUTHWEST OF STATION--1/2 INCH DRILL HOLE AND CHISELED
 MZ2045'SQUARE IN LEDGE OUTCROP.
 MZ2045'
 MZ2045'R.M. 3--NORTH OF STATION--1/2 INCH DRILLHOLE AND CHISELED
 MZ2045'SQUARE IN LEDGE OUTCROP.
 MZ2045'
 MZ2045'RESET IN SAME HORIZONTAL POSITION.  9-18-67 L.B.W. RMS SET
 MZ2045'9-20-71 A.K.
 MZ2045
 MZ2045                          STATION RECOVERY (1984)
 MZ2045
 MZ2045'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1984 (VDN)
 MZ2045'THE STATION IS LOCATED ABOUT 2.75 KM (1.7 MI)
 MZ2045'EAST OF THE NEW YORK STATE LINE, 0.5 KM (0.3 MI) SOUTH OF THE
 MZ2045'MASSACHUSETTS STATE LINE, ALONG THE APPALACHIAN TRAIL, ON BEAR
 MZ2045'MOUNTAIN AND JUST SOUTH OF THE BEAR MOUNTAIN STONE LOOKOUT TOWER.
 MZ2045'OWNERSHIP--NATIONAL PARK SERVICE, MR NORMAN SILLS, P O BOX 695,
 MZ2045'SALISBURY CT 06068, PHONE 203-435-0243. GET KEY FOR GATE FROM MT
 MZ2045'RIGA CORPORATION, MR DAVID BRAZZE, PHONE 203-435-2405.
 MZ2045'
 MZ2045'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 41
 MZ2045'SOUTH (AT WEST EDGE OF SOUTH EGREMONT, MASS.), GO SOUTH ON HIGHWAY
 MZ2045'41 FOR 0.3 KM (0.2 MI) TO A ROAD RIGHT, MT WASHINGTON ROAD AND A
 MZ2045'SIGN MT WASHINGTON 8 MT EVERETT 8. TURN RIGHT, SOUTHWEST, FOR 8.8
 MZ2045'KM (5.5 MI) TO THE ENTRANCE TO THE MT EVERETT STATE PARK ON THE
 MZ2045'LEFT. CONTINUE SOUTH FOR 2.9 KM (1.8 MI) TO THE END OF PAVEMENT.
 MZ2045'CONTINUE SOUTH ON DIRT ROAD FOR 3.5 KM (2.2 MI) TO THE STATE LINE.
 MZ2045'CONTINUE AHEAD SOUTH, FOR 0.4 KM (0.25 MI) TO A WOODS ROAD LEFT AND
 MZ2045'A SMALL PARKING AREA ON THE LEFT. TURN LEFT, EAST FOR 0.1 KM (0.05
 MZ2045'MI) TO A LOCKED GATE. PASS THROUGH GATE, EAST FOR 1.3 KM (0.8 MI)
 MZ2045'TO THE APPALACHIAN TRAIL AND A PARKING AREA, AND END OF TRUCK
 MZ2045'TRAVEL. PACK NORTHERLY ON THE TRAIL FOR 0.8 KM (0.5 MI) TO THE
 MZ2045'STATION ON THE RIGHT. THE STATION IS 60 METERS SOUTH OF A STONE
 MZ2045'TOWER AND 20 METERS EAST OF THE TRAIL, NOT ON HIGH GROUND.
 MZ2045'
 MZ2045'THE STATION IS A STANDARD CGS+ST DISK
 MZ2045'STAMPED---BEAR MTN---,
 MZ2045'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2045'62.5 METERS (205 FT) SOUTH FROM THE STONE TOWER AND
 MZ2045'21.3 METERS (70 FT) EAST FROM THE APPALACHIAN TRAIL.
 MZ2045'
 MZ2045'REFERENCE MARK NO. 1 IS A 1 CM DRILL HOLE WITH A CHISELED
 MZ2045'SQUARE, IN A ROCK LEDGE
 MZ2045'THAT IS ---UNSTAMPED---.
 MZ2045'LOCATED
 MZ2045'62 METERS (203.4 FT) SOUTH-SOUTHEAST FROM THE STONE TOWER.
 MZ2045'MARK IS 0.2 METER BELOW THE STATION.
 MZ2045'
 MZ2045'REFERENCE MARK NO. 2 IS A 1 CM DRILL HOLE WITH A CHISELED SQUARE,
 MZ2045'IN A ROCK LEDGE
 MZ2045'THAT IS ---UNSTAMPED---.
 MZ2045'LOCATED
 MZ2045'64.5 METERS (211.6 FT) SOUTH FROM THE STONE TOWER.
 MZ2045'MARK IS 0.2 METER BELOW THE STATION.
 MZ2045'
 MZ2045'REFERENCE MARK NO. 3 IS A 1 CM DRILL HOLE WITH A CHISELED SQUARE,
 MZ2045'IN A ROCK LEDGE
 MZ2045'THAT IS ---UNSTAMPED---.
 MZ2045'LOCATED
 MZ2045'58 METERS (190.3 FT) SOUTH FROM THE STONE TOWER.
 MZ2045'MARK IS 0.2 METER BELOW THE STATION.
 MZ2045'
 MZ2045'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 MZ2045'
 MZ2045'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK. AN EDM
 MZ2045'TIE WAS MADE TO V.G. STATIONS TWIN LAKES AND RIGA CTGS.
 MZ2045'
 MZ2045'DESCRIBED BY R. T. WOODRUFF.
 MZ2045
 MZ2045                          STATION RECOVERY (2004)
 MZ2045
 MZ2045'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MZ2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2046 ***********************************************************************
 MZ2046  DESIGNATION -  BEAR MOUNTAIN TOWER
 MZ2046  PID         -  MZ2046
 MZ2046  STATE/COUNTY-  CT/LITCHFIELD
 MZ2046  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2046
 MZ2046                         *CURRENT SURVEY CONTROL
 MZ2046  ___________________________________________________________________
 MZ2046* NAD 83(1996)-  42 02 41.50227(N)    073 27 15.81831(W)     ADJUSTED  
 MZ2046* NAVD 88     -       713.     (meters)    2339.     (feet)  SCALED    
 MZ2046  ___________________________________________________________________
 MZ2046  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 MZ2046  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 MZ2046
 MZ2046  HORZ ORDER  -  THIRD
 MZ2046
 MZ2046.The horizontal coordinates were established by classical geodetic methods
 MZ2046.and adjusted by the National Geodetic Survey in August 1998..
 MZ2046
 MZ2046.The orthometric height was scaled from a topographic map.
 MZ2046
 MZ2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2046
 MZ2046.The geoid height was determined by GEOID03.
 MZ2046
 MZ2046;                    North         East     Units Scale Factor Converg.
 MZ2046;SPC CT       -   287,193.678   246,481.351   MT  1.00002291   -0 28 01.4
 MZ2046;SPC CT       -   942,234.59    808,664.23   sFT  1.00002291   -0 28 01.4
 MZ2046;SPC MA M     -   867,905.724    38,210.052   MT  0.99996823   -1 18 46.2
 MZ2046;SPC MA M     - 2,847,454.03    125,360.81   sFT  0.99996823   -1 18 46.2
 MZ2046;SPC NY E     -   357,111.499   236,560.229   MT  0.99999217   +0 42 01.1
 MZ2046;SPC NY E     - 1,171,623.31    776,114.68   sFT  0.99999217   +0 42 01.1
 MZ2046;UTM  18      - 4,655,912.804   627,915.095   MT  0.99980133   +1 02 06.9
 MZ2046
 MZ2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2046!SPC CT       -   0.99989296  x   1.00002291  =   0.99991587
 MZ2046!SPC MA M     -   0.99989296  x   0.99996823  =   0.99986120
 MZ2046!SPC NY E     -   0.99989296  x   0.99999217  =   0.99988514
 MZ2046!UTM  18      -   0.99989296  x   0.99980133  =   0.99969432
 MZ2046
 MZ2046|---------------------------------------------------------------------|
 MZ2046| PID    Reference Object                     Distance      Geod. Az  |
 MZ2046|                                                           dddmmss.s |
 MZ2046| MZ2045 BEAR MOUNTAIN                        67.050 METERS 17757     |
 MZ2046| MZ2050 RIGA                                APPROX. 3.8 KM 1941416.3 |
 MZ2046| MZ2047 BEAR MTN DRILL HOLE TRIANGLE         65.525 METERS 29106     |
 MZ2046|---------------------------------------------------------------------|
 MZ2046
 MZ2046                          SUPERSEDED SURVEY CONTROL
 MZ2046
 MZ2046  NAD 83(1996)-  42 02 41.50232(N)    073 27 15.81836(W) AD(       ) 3
 MZ2046  NAD 83(1992)-  42 02 41.50321(N)    073 27 15.81931(W) AD(       ) 3
 MZ2046  NAD 83(1992)-  42 02 41.50384(N)    073 27 15.81934(W) AD(       ) 3
 MZ2046  NAD 83(1986)-  42 02 41.50243(N)    073 27 15.81614(W) AD(       ) 3
 MZ2046  NAD 83(1986)-  42 02 41.50032(N)    073 27 15.81675(W) AD(       ) 3
 MZ2046  NAD 27      -  42 02 41.16511(N)    073 27 17.38560(W) AD(       ) 3
 MZ2046
 MZ2046.Superseded values are not recommended for survey control.
 MZ2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2046.See file dsdata.txt to determine how the superseded data were derived.
 MZ2046
 MZ2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2791555913(NAD 83)
 MZ2046_MARKER: Z = SEE DESCRIPTION
 MZ2046_SETTING: 0 = UNSPECIFIED SETTING
 MZ2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2046
 MZ2046  HISTORY     - Date     Condition        Report By
 MZ2046  HISTORY     - 1973     MONUMENTED       NGS
 MZ2046  HISTORY     - 20040810 POOR             GEOCAC
 MZ2046
 MZ2046                          STATION DESCRIPTION
 MZ2046
 MZ2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MZ2046'STATION MARK IS THE CENTER OF AN 8 INCH BRASS DOME SET IN CONCRETE
 MZ2046'ON TOP OF A 15 BY 15 BY 20 FOOT HIGH STONE TOWER ALONG THE
 MZ2046'APPALACHIAN TRAIL AND JUST EAST OF THE SUMMIT OF BEAR MOUNTAIN.
 MZ2046'
 MZ2046'TO REACH FROM THE INTERSECTION OF ROUTE 44 AND ROUTE 41 WHICH
 MZ2046'IS IN THE CENTER OF SALISBURY, GO SOUTHWEST ON ROUTE 44 ABOUT
 MZ2046'800 FEET AND TURN RIGHT ON WASHINEE STREET.  PROCEED NORTHWESTERLY
 MZ2046'FOR 0.70 MILE AND BEAR LEFT ONTO MT. RIGA ROAD.  CONTINUE
 MZ2046'NORTHWESTERLY FOR 2.90 MILES TO AN INTERSECTION NEAR THE
 MZ2046'SOUTHEAST END OF SOUTH POND.  THERE IS AN ABANDONED FORGE ABOUT
 MZ2046'0.2 MILE SOUTHEAST OF THIS INTERSECTION.  TURN RIGHT AND
 MZ2046'FOLLOW MT. WASHINGTON ROAD NORTH FOR 2.95 MILES TO A
 MZ2046'DIM ROAD ON THE RIGHT WHICH IS 0.25 MILE SOUTH OF THE
 MZ2046'MASSACHUSETTS STATE LINE.  PARK TRUCK HERE.  FOLLOW WOOD ROAD
 MZ2046'SOUTHEAST FOR 0.85 MILE (16 MINUTES A MANS WALK) TO ITS
 MZ2046'INTERSECTION WITH THE APPALACHIAN TRAIL.  TURN LEFT AND FOLLOW
 MZ2046'APPALACHIAN TRAIL NORTHERLY FOR 0.6 MILE (15 MINUTES WALK)
 MZ2046'TO TOP OF MOUNTAIN AND THE TOWER.
 MZ2046
 MZ2046                          STATION RECOVERY (2004)
 MZ2046
 MZ2046'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MZ2046'THE PIPE WAS BENT OVER AND THE DISK IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3663 ***********************************************************************
 LX3663  DESIGNATION -  BEARD
 LX3663  PID         -  LX3663
 LX3663  STATE/COUNTY-  CT/NEW HAVEN
 LX3663  USGS QUAD   -  ANSONIA (1984)
 LX3663
 LX3663                         *CURRENT SURVEY CONTROL
 LX3663  ___________________________________________________________________
 LX3663* NAD 83(1996)-  41 16 08.75334(N)    073 04 54.87444(W)     ADJUSTED  
 LX3663* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LX3663  ___________________________________________________________________
 LX3663  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LX3663  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3663
 LX3663  HORZ ORDER  -  THIRD
 LX3663
 LX3663.The horizontal coordinates were established by classical geodetic methods
 LX3663.and adjusted by the National Geodetic Survey in August 1998..
 LX3663
 LX3663.The orthometric height was scaled from a topographic map.
 LX3663
 LX3663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3663
 LX3663.The geoid height was determined by GEOID03.
 LX3663
 LX3663;                    North         East     Units Scale Factor Converg.
 LX3663;SPC CT       -   200,848.538   276,989.464   MT  0.99999374   -0 13 12.3
 LX3663;SPC CT       -   658,950.58    908,756.27   sFT  0.99999374   -0 13 12.3
 LX3663;UTM  18      - 4,570,404.360   660,660.429   MT  0.99991767   +1 15 55.6
 LX3663
 LX3663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3663!SPC CT       -   1.00000000  x   0.99999374  =   0.99999374
 LX3663!UTM  18      -   1.00000000  x   0.99991767  =   0.99991767
 LX3663
 LX3663|---------------------------------------------------------------------|
 LX3663| PID    Reference Object                     Distance      Geod. Az  |
 LX3663|                                                           dddmmss.s |
 LX3663| CB2721 BEARD RM 2                           16.570 METERS 04250     |
 LX3663| LX3668 WHITE HOUSE CHIMNEY                 APPROX. 1.8 KM 1714531.1 |
 LX3663| LX3675 TOMLINSONS BARN CUPOLA              APPROX. 2.5 KM 2165629.1 |
 LX3663| CB2720 BEARD RM 1                           11.620 METERS 33710     |
 LX3663| LX3677 CORUM                               APPROX. 2.9 KM 3575556.8 |
 LX3663|---------------------------------------------------------------------|
 LX3663
 LX3663                          SUPERSEDED SURVEY CONTROL
 LX3663
 LX3663  NAD 83(1992)-  41 16 08.75218(N)    073 04 54.87417(W) AD(       ) 3
 LX3663  NAD 83(1986)-  41 16 08.75551(N)    073 04 54.87939(W) AD(       ) 3
 LX3663  NAD 27      -  41 16 08.39300(N)    073 04 56.49100(W) AD(       ) 3
 LX3663
 LX3663.Superseded values are not recommended for survey control.
 LX3663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3663.See file dsdata.txt to determine how the superseded data were derived.
 LX3663
 LX3663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6066070404(NAD 83)
 LX3663_MARKER: Z = SEE DESCRIPTION
 LX3663_SETTING: 0 = UNSPECIFIED SETTING
 LX3663
 LX3663  HISTORY     - Date     Condition        Report By
 LX3663  HISTORY     - 1934     MONUMENTED       CTGS
 LX3663
 LX3663                          STATION DESCRIPTION
 LX3663
 LX3663'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3663'LOCATED NEAR THE NORTHERLY BOUNDARY AND ON THE PROPERTY OF
 LX3663'ALBERT N. BEARD.  IT LIES E OF THE RAILROAD AND ABOUT ONE-HALF
 LX3663'MILE N OF THE MOUTH OF THE FARM MILL RIVER.  THE STATION IS
 LX3663'IN AN OLD PASTURE SPARSELY VEGETATED WITH SUMAC AND SCRUB
 LX3663'CEDAR.  THE ADJOINING FIELD TO THE N OVER THE STONE FENCE IS
 LX3663'A HAY FIELD OF W.A. ZIELINSKI.  STATION IS A STANDARD DISK SET
 LX3663'IN A 12-INCH SQUARE CEMENT BLOCK 24 INCHES DEEP.  THE
 LX3663'SUB-SURFACE MARK IS SET IN CONCRETE 4 INCHES BELOW THE BASE
 LX3663'OF THE SURFACE MARK.
 LX3663'
 LX3663'REFERENCE MARK NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET
 LX3663'IN BOULDERS NORTHERLY FROM THE STATION.  STATION CAN BE REACHED
 LX3663'FROM MILFORD.  GO N ON HIGH STREET TO INTERSECTION OF
 LX3663'ORONOQUE AND WHEELERS FARM ROADS.  FOLLOW WHEELER ROAD 2.6 MILES
 LX3663'TO HOUSE OF ZIELINSKI, TAKE HIS PRIVATE ROAD ABOUT ONE-HALF MILE
 LX3663'ALMOST TO RAILROAD.
 LX3663'
 LX3663'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6260 ***********************************************************************
 LX6260  DESIGNATION -  BEATTIE QUARRY FLAGPOLE
 LX6260  PID         -  LX6260
 LX6260  STATE/COUNTY-  CT/NEW HAVEN
 LX6260  USGS QUAD   -  GUILFORD (1984)
 LX6260
 LX6260                         *CURRENT SURVEY CONTROL
 LX6260  ___________________________________________________________________
 LX6260* NAD 83(1996)-  41 15 34.51006(N)    072 43 49.33269(W)     ADJUSTED  
 LX6260* NAVD 88     -                                                        
 LX6260  ___________________________________________________________________
 LX6260  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX6260  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX6260
 LX6260  HORZ ORDER  -  THIRD
 LX6260
 LX6260.The horizontal coordinates were established by classical geodetic methods
 LX6260.and adjusted by the National Geodetic Survey in August 1998..
 LX6260
 LX6260
 LX6260.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6260
 LX6260.The geoid height was determined by GEOID03.
 LX6260
 LX6260;                    North         East     Units Scale Factor Converg.
 LX6260;SPC CT       -   199,738.924   306,445.661   MT  0.99999452   +0 00 46.9
 LX6260;SPC CT       -   655,310.12  1,005,397.14   sFT  0.99999452   +0 00 46.9
 LX6260;SPC NY L     -   122,139.565   406,398.788   MT  1.00002040   +0 49 49.6
 LX6260;SPC NY L     -   400,719.56  1,333,326.69   sFT  1.00002040   +0 49 49.6
 LX6260;UTM  18      - 4,570,058.413   690,135.058   MT  1.00004493   +1 29 49.9
 LX6260
 LX6260                          SUPERSEDED SURVEY CONTROL
 LX6260
 LX6260  NAD 83(1992)-  41 15 34.50918(N)    072 43 49.33255(W) AD(       ) 4
 LX6260  NAD 83(1986)-  41 15 34.51127(N)    072 43 49.33538(W) AD(       ) 4
 LX6260  NAD 27      -  41 15 34.15900(N)    072 43 50.97900(W) AD(       ) 3
 LX6260
 LX6260.Superseded values are not recommended for survey control.
 LX6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6260.See file dsdata.txt to determine how the superseded data were derived.
 LX6260
 LX6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9013570058(NAD 83)
 LX6260
 LX6260  HISTORY     - Date     Condition        Report By
 LX6260  HISTORY     - 1933     MONUMENTED       CGS
 LX6260  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6260
 LX6260                          STATION DESCRIPTION
 LX6260
 LX6260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6260'THIS POLE STANDS IN THE YARD OF THE ABANDONED BEATTIE QUARRY AT
 LX6260'LEETES ISLAND.  THE POLE IS IN TWO SECTIONS WITH THE UPPER PART
 LX6260'STAYED TO CROSS TREES.
 LX6260'
 LX6260'IT WAS ORIGINALLY WHITE BUT MOST OF THE PAINT IS GONE.  THERE IS
 LX6260'A BLACK BALL AT THE TOP OF THE UPPER POLE.
 LX6260'
 LX6260'CENTER IS THE CENTER LINE OF THE LOWER POLE.
 LX6260
 LX6260                          STATION RECOVERY (1961)
 LX6260
 LX6260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6260'NO TRACE OF THIS STATION COULD BE FOUND.  THE ENTIRE AREA IS NOW
 LX6260'A SMALL RESORT DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5778 ***********************************************************************
 LX5778  DESIGNATION -  BEAVER
 LX5778  PID         -  LX5778
 LX5778  STATE/COUNTY-  CT/NEW LONDON
 LX5778  USGS QUAD   -  HAMBURG (1984)
 LX5778
 LX5778                         *CURRENT SURVEY CONTROL
 LX5778  ___________________________________________________________________
 LX5778* NAD 83(1996)-  41 24 41.52321(N)    072 18 44.40670(W)     ADJUSTED  
 LX5778* NAVD 88     -        28.     (meters)      92.     (feet)  VERTCON   
 LX5778  ___________________________________________________________________
 LX5778  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LX5778  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5778
 LX5778  HORZ ORDER  -  SECOND
 LX5778
 LX5778.The horizontal coordinates were established by classical geodetic methods
 LX5778.and adjusted by the National Geodetic Survey in August 1998..
 LX5778
 LX5778.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5778
 LX5778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5778
 LX5778.The geoid height was determined by GEOID03.
 LX5778
 LX5778;                    North         East     Units Scale Factor Converg.
 LX5778;SPC CT       -   216,706.642   341,392.941   MT  0.99998540   +0 17 24.7
 LX5778;SPC CT       -   710,978.37  1,120,053.34   sFT  0.99998540   +0 17 24.7
 LX5778;UTM  18      - 4,587,929.297   724,635.399   MT  1.00022105   +1 46 42.7
 LX5778
 LX5778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5778!SPC CT       -   1.00000040  x   0.99998540  =   0.99998580
 LX5778!UTM  18      -   1.00000040  x   1.00022105  =   1.00022145
 LX5778
 LX5778|---------------------------------------------------------------------|
 LX5778| PID    Reference Object                     Distance      Geod. Az  |
 LX5778|                                                           dddmmss.s |
 LX5778| LX5777 BEAVER RM 1                          15.036 METERS 10022     |
 LX5778| CZ7040 BEAVER AZ MK                                       1792535.0 |
 LX5778| CZ7041 BEAVER RM 2                          17.202 METERS 29823     |
 LX5778|---------------------------------------------------------------------|
 LX5778
 LX5778                          SUPERSEDED SURVEY CONTROL
 LX5778
 LX5778  NAD 83(1992)-  41 24 41.52232(N)    072 18 44.40634(W) AD(       ) 2
 LX5778  NAD 83(1986)-  41 24 41.52395(N)    072 18 44.40934(W) AD(       ) 2
 LX5778  NAD 27      -  41 24 41.17052(N)    072 18 46.11544(W) AD(       ) 2
 LX5778  NGVD 29 (07/19/86)   28.     (m)           92.     (f) VERT ANG       
 LX5778
 LX5778.Superseded values are not recommended for survey control.
 LX5778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5778.See file dsdata.txt to determine how the superseded data were derived.
 LX5778
 LX5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2463587929(NAD 83)
 LX5778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5778+STABILITY: SURFACE MOTION
 LX5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5778+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 LX5778
 LX5778  HISTORY     - Date     Condition        Report By
 LX5778  HISTORY     - 1975     MONUMENTED       NGS
 LX5778  HISTORY     - 20060407 GOOD             USPSQD
 LX5778
 LX5778                          STATION DESCRIPTION
 LX5778
 LX5778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX5778'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF THE EAST LYME POST
 LX5778'OFFICE IN FLANDERS, 6-1/2 MILES NORTH OF OLD LYME, 1/2 MILE
 LX5778'EAST OF THE EIGHT MILE RIVER, 1/4 MILE EAST OF NORTH LYME AND
 LX5778'ON PROPERTY OWNED BY MR. A.J. SANCHO.
 LX5778'
 LX5778'TO REACH THE STATION FROM THE EAST LYME POST OFFICE IN
 LX5778'FLANDERS, GO WESTERLY ON STATE HIGHWAY 51 (POST ROAD) FOR 1.7
 LX5778'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON SCOTT
 LX5778'ROAD FOR 1.95 MILES TO A T-JUNCTION.  TURN LEFT AND GO WESTERLY
 LX5778'ON BEAVER BROOK ROAD FOR 3.95 MILES TO A.J. SANCHOS
 LX5778'SAWMILL.  TURN LEFT INTO THE SAWMILL ENTRANCE AND GO SOUTH AND
 LX5778'WEST AROUND A SHED FOR 0.1 MILE TO THE STATION ON THE NORTH
 LX5778'SIDE OF THE DRIVEWAY.
 LX5778'
 LX5778'THE STATION MARKS ARE STANDARD DISKS STAMPED BEAVER 1975.  THE
 LX5778'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LX5778'2 INCHES ABOVE THE GROUND SURFACE AND THE UNDERGROUND MARK IS
 LX5778'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 LX5778'THE GROUND SURFACE.  THEY ARE 41 FEET SOUTHWEST OF THE
 LX5778'SOUTHEAST CORNER OF A SHED, 12 FEET NORTH OF THE CENTER OF THE
 LX5778'DRIVEWAY AND 4.5 FEET SOUTHEAST OF A WIRE FENCE.
 LX5778'
 LX5778'REFERENCE MARK 1, STAMPED BEAVER NO 1 1975, IS A STANDARD DISK
 LX5778'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX5778'SURFACE.  IT IS 62 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 LX5778'THE SHED, 54 FEET EAST OF A FENCE AND 15 FEET SOUTH OF CENTER
 LX5778'OF THE DRIVEWAY.
 LX5778'
 LX5778'REFERENCE MARK 2, STAMPED BEAVER NO 2 1975, IS A STANDARD DISK
 LX5778'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET IN
 LX5778'DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX5778'SURFACE.  IT IS 48 FEET WEST OF THE SOUTHWEST CORNER OF THE
 LX5778'SHED, 1.5 FEET EAST OF A METAL WITNESS POST AND 0.5 FEET NORTH
 LX5778'OF A FENCE.
 LX5778'
 LX5778'AZIMUTH MARK, STAMPED BEAVER AZ 1975, IS A STANDARD REFERENCE
 LX5778'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 LX5778'5 BY 5 FEET IN SIZE AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 LX5778'SURFACE.  IT IS 82 FEET WEST OF THE CENTER OF A GATE, 41 FEET
 LX5778'SOUTHWEST OF THE CENTER OF A TRACK ROAD, 4.5 FEET NORTH OF A
 LX5778'FENCE AND 4.3 FEET WEST OF A METAL WITNESS POST.
 LX5778'
 LX5778'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS A
 LX5778'PASTURE FOR 0.25 MILE TO THE MARK AS DESCRIBED.
 LX5778'
 LX5778'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 LX5778
 LX5778                          STATION RECOVERY (2006)
 LX5778
 LX5778'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX5778'THIS IS NO LONGER A SAW MILL AND THE OWNERS NAME IS SANKOW.  THE
 LX5778'ADDRESS IS 139 BEAVER BROOK RD.  AFTER MAKING THE LEFT OF OF SCOTT RD.
 LX5778'GO 3.95 MILES TO THE FARM ON THE LEFT.  RM 2 IS THE ONLY STATION LEFT
 LX5778'AND IN GOOD CONDITION, STATION WAS NOT DISTURB FOR DIGGING WOULD HAVE
 LX5778'BEEN NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6989 ***********************************************************************
 LX6989  DESIGNATION -  BECKWITH HILL FLAG IN TREE
 LX6989  PID         -  LX6989
 LX6989  STATE/COUNTY-  CT/MIDDLESEX
 LX6989  USGS QUAD   -  MIDDLETOWN (1992)
 LX6989
 LX6989                         *CURRENT SURVEY CONTROL
 LX6989  ___________________________________________________________________
 LX6989* NAD 83(1996)-  41 36 32.85403(N)    072 38 54.93541(W)     ADJUSTED  
 LX6989* NAVD 88     -                                                        
 LX6989  ___________________________________________________________________
 LX6989  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LX6989  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6989
 LX6989  HORZ ORDER  -  THIRD
 LX6989
 LX6989.The horizontal coordinates were established by classical geodetic methods
 LX6989.and adjusted by the National Geodetic Survey in August 1998..
 LX6989
 LX6989
 LX6989.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6989
 LX6989.The geoid height was determined by GEOID03.
 LX6989
 LX6989;                    North         East     Units Scale Factor Converg.
 LX6989;SPC CT       -   238,563.880   313,253.325   MT  0.99998401   +0 04 02.1
 LX6989;SPC CT       -   782,688.33  1,027,731.95   sFT  0.99998401   +0 04 02.1
 LX6989;UTM  18      - 4,609,050.020   695,931.713   MT  1.00007244   +1 33 43.0
 LX6989
 LX6989                          SUPERSEDED SURVEY CONTROL
 LX6989
 LX6989  NAD 83(1992)-  41 36 32.85340(N)    072 38 54.93543(W) AD(       ) 4
 LX6989  NAD 83(1986)-  41 36 32.85536(N)    072 38 54.93726(W) AD(       ) 4
 LX6989  NAD 27      -  41 36 32.48500(N)    072 38 56.60200(W) AD(       ) 3
 LX6989
 LX6989.Superseded values are not recommended for survey control.
 LX6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6989.See file dsdata.txt to determine how the superseded data were derived.
 LX6989
 LX6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9593209050(NAD 83)
 LX6989
 LX6989  HISTORY     - Date     Condition        Report By
 LX6989  HISTORY     - 1875     MONUMENTED       CGS
 LX6989  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX6989  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6989
 LX6989                          STATION DESCRIPTION
 LX6989
 LX6989'DESCRIBED BY COAST AND GEODETIC SURVEY 1875 (REH)
 LX6989'THE FLAG ERECTED IS ON AN APPLE TREE ON A BARE HILL IN CROMWELL
 LX6989'CENTER, 3 MILES FROM MIDDLETOWN.  ON PROPERTY OF DEWITT CLINTON
 LX6989'BURR.  BURRS HOUSE IS AT THE FOOT OF HILL W OF THE FLAG, AND AT
 LX6989'THE S FOOT OF THE HILL STANDS BECKWITHS OCTAGON HOUSE.  THE
 LX6989'TREE IS THE LARGEST ON THE TOP OF THE HILL.  A TRIANGLE WITH
 LX6989'COPPER TACK UPON A LARGE LIMB PROJECTING E.  COMPASS READINGS
 LX6989'ARE--
 LX6989'
 LX6989'WADSWORTH TOWER 340 DEG 30 MIN
 LX6989'
 LX6989'WESTFIELD 230 DEG
 LX6989'
 LX6989'PINE 97 DEG 30 MIN
 LX6989
 LX6989                          STATION RECOVERY (1891)
 LX6989
 LX6989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX6989'THE TREE HAS SINCE BEEN DESTROYED.
 LX6989
 LX6989                          STATION RECOVERY (1997)
 LX6989
 LX6989'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5500 ***********************************************************************
 LX5500  DESIGNATION -  BEISHEIMS CHIMNEY
 LX5500  PID         -  LX5500
 LX5500  STATE/COUNTY-  CT/NEW LONDON
 LX5500  USGS QUAD   -  NIANTIC (1983)
 LX5500
 LX5500                         *CURRENT SURVEY CONTROL
 LX5500  ___________________________________________________________________
 LX5500* NAD 83(1996)-  41 20 51.98135(N)    072 10 59.15790(W)     ADJUSTED  
 LX5500* NAVD 88     -                                                        
 LX5500  ___________________________________________________________________
 LX5500  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LX5500  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5500
 LX5500  HORZ ORDER  -  THIRD
 LX5500
 LX5500.The horizontal coordinates were established by classical geodetic methods
 LX5500.and adjusted by the National Geodetic Survey in August 1998..
 LX5500
 LX5500
 LX5500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5500
 LX5500.The geoid height was determined by GEOID03.
 LX5500
 LX5500;                    North         East     Units Scale Factor Converg.
 LX5500;SPC CT       -   209,688.249   352,244.421   MT  0.99998838   +0 22 33.2
 LX5500;SPC CT       -   687,952.20  1,155,655.24   sFT  0.99998838   +0 22 33.2
 LX5500;SPC NY L     -   132,739.673   452,053.003   MT  1.00003258   +1 11 18.2
 LX5500;SPC NY L     -   435,496.74  1,483,110.56   sFT  1.00003258   +1 11 18.2
 LX5500;UTM  18      - 4,581,193.103   735,668.293   MT  1.00028357   +1 51 42.4
 LX5500
 LX5500                          SUPERSEDED SURVEY CONTROL
 LX5500
 LX5500  NAD 83(1992)-  41 20 51.98026(N)    072 10 59.15722(W) AD(       ) 4
 LX5500  NAD 83(1986)-  41 20 51.98166(N)    072 10 59.16165(W) AD(       ) 4
 LX5500  NAD 27      -  41 20 51.64400(N)    072 11 00.88700(W) AD(       ) 3
 LX5500
 LX5500.Superseded values are not recommended for survey control.
 LX5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5500.See file dsdata.txt to determine how the superseded data were derived.
 LX5500
 LX5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3566881193(NAD 83)
 LX5500_MARKER: 85 = CHIMNEY
 LX5500
 LX5500  HISTORY     - Date     Condition        Report By
 LX5500  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5500  HISTORY     - 1966     GOOD             CGS
 LX5500  HISTORY     - 1968     GOOD             CGS
 LX5500  HISTORY     - 1983     GOOD             USPSQD
 LX5500
 LX5500                          STATION DESCRIPTION
 LX5500
 LX5500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5500'THE CHIMNEY IS AT THE E END OF A TWIN TWO-STORY COTTAGE AT THE
 LX5500'S END OF SANDY POINT AND NEAR THE E SIDE OF THE POINT.  THERE IS
 LX5500'A PORCH ON THE W AND S SIDES OF THE COTTAGE AND ALSO A CHIMNEY
 LX5500'AT THE W END OF THE COTTAGE.  BOTH CHIMNEYS ARE FIELD STONE FOR
 LX5500'THE FIRST STORY AND RED BRICK THE REST OF THE WAY.  THE CHIMNEY
 LX5500'AT THE E END IS IN THE CENTER OF THE HOUSE AND HAS A SMALL
 LX5500'CONCRETE PORCH ON EACH SIDE OF IT.  THE STATION IS THE CENTER
 LX5500'LINE OF THE E CHIMNEY.  HEIGHT ABOUT 30 FEET.
 LX5500
 LX5500                          STATION RECOVERY (1966)
 LX5500
 LX5500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5500'RECOVERED IN GOOD CONDITION.  ACCORDING TO PRESENT OCCUPANT
 LX5500'THERE HAS BEEN NO CHANGE IN CHIMNEY SINCE 1934.
 LX5500'
 LX5500'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS--
 LX5500'
 LX5500'CHIMNEY HAS BEEN PAINTED WHITE.
 LX5500'
 LX5500'THE SMALL CONCRETE PORCH ON EACH SIDE OF IT HAVE BEEN
 LX5500'ENCLOSED AND ARE NOW DORMERS.
 LX5500
 LX5500                          STATION RECOVERY (1968)
 LX5500
 LX5500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5500'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5500
 LX5500                          STATION RECOVERY (1983)
 LX5500
 LX5500'RECOVERY NOTE BY US POWER SQUADRON 1983 (RHY)
 LX5500'RECOVERED AS DESCRIBED BY R.F.A. IN 1968, PRESENTLY IN GOOD
 LX5500'CONDITION.  THE COTTAGE DESCRIBED IS LOCATED APPROXIMATELY 100
 LX5500'FT. SOUTH OF THE INTERSECTION OF SHAWANDASSE RD. AND KONOMOC AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3782 ***********************************************************************
 LX3782  DESIGNATION -  BELL ISLAND
 LX3782  PID         -  LX3782
 LX3782  STATE/COUNTY-  CT/FAIRFIELD
 LX3782  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3782
 LX3782                         *CURRENT SURVEY CONTROL
 LX3782  ___________________________________________________________________
 LX3782* NAD 83(1996)-  41 03 19.72929(N)    073 26 00.29529(W)     ADJUSTED  
 LX3782* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3782  ___________________________________________________________________
 LX3782  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 LX3782  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX3782
 LX3782  HORZ ORDER  -  THIRD
 LX3782
 LX3782.The horizontal coordinates were established by classical geodetic methods
 LX3782.and adjusted by the National Geodetic Survey in August 1998..
 LX3782
 LX3782.The orthometric height was scaled from a topographic map.
 LX3782
 LX3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3782
 LX3782.The geoid height was determined by GEOID03.
 LX3782
 LX3782;                    North         East     Units Scale Factor Converg.
 LX3782;SPC CT       -   177,298.446   247,349.153   MT  1.00001774   -0 27 11.3
 LX3782;SPC CT       -   581,686.65    811,511.35   sFT  1.00001774   -0 27 11.3
 LX3782;SPC NY L     -    98,854.931   347,629.439   MT  1.00000131   +0 22 14.1
 LX3782;SPC NY L     -   324,326.55  1,140,514.25   sFT  1.00000131   +0 22 14.1
 LX3782;UTM  18      - 4,546,098.125   631,643.913   MT  0.99981329   +1 01 44.6
 LX3782
 LX3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3782!SPC CT       -   1.00000479  x   1.00001774  =   1.00002253
 LX3782!SPC NY L     -   1.00000479  x   1.00000131  =   1.00000610
 LX3782!UTM  18      -   1.00000479  x   0.99981329  =   0.99981808
 LX3782
 LX3782|---------------------------------------------------------------------|
 LX3782| PID    Reference Object                     Distance      Geod. Az  |
 LX3782|                                                           dddmmss.s |
 LX3782| CB2737 BELL ISLAND RM 1                                   01321     |
 LX3782| LX3800 CEDAR HAMMOCK                       APPROX. 2.0 KM 0400842.9 |
 LX3782| CB2738 BELL ISLAND RM 2                                   26055     |
 LX3782|---------------------------------------------------------------------|
 LX3782
 LX3782                          SUPERSEDED SURVEY CONTROL
 LX3782
 LX3782  NAD 83(1992)-  41 03 19.72915(N)    073 26 00.29311(W) AD(       ) 3
 LX3782  NAD 83(1986)-  41 03 19.73012(N)    073 26 00.29596(W) AD(       ) 3
 LX3782  NAD 27      -  41 03 19.38200(N)    073 26 01.86900(W) AD(       ) 3
 LX3782
 LX3782.Superseded values are not recommended for survey control.
 LX3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3782.See file dsdata.txt to determine how the superseded data were derived.
 LX3782
 LX3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3164446098(NAD 83)
 LX3782
 LX3782  HISTORY     - Date     Condition        Report By
 LX3782  HISTORY     - 1882     MONUMENTED       CGS
 LX3782  HISTORY     - 1904     SEE DESCRIPTION  CGS
 LX3782  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3782  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3782  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3782  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3782
 LX3782                          STATION DESCRIPTION
 LX3782
 LX3782'DESCRIBED BY COAST AND GEODETIC SURVEY 1904 (JBB)
 LX3782'ON THE EXTREME END OF THE SOUTHERN POINT OF BELLE ISLAND (NOROTON
 LX3782'POINT ON LATE CHARTS), ON THE BARE ROCK, ON AN ELEVATED PART OF
 LX3782'THE ROCK.  A CEDAR TREE 4.3 FEET CIRCUMFERENCE (ABOUT 3 FEET ABOVE
 LX3782'GROUND) STANDS N 12 DEG W, 42.2 FEET FROM THE STATION.  MARKED BY
 LX3782'A COPPER BOLT 1/2 INCH DIAMETER AND 1-5/8 INCHES LONG DRIVEN IN
 LX3782'DRILL HOLE.  TOP OF BOLT SOMEWHAT FLATTENED BY DRIVING.  IT IS
 LX3782'FLUSH WITH SURFACE OF ROCK AND MARKED WITH CROSS TO INDICATE
 LX3782'CENTER.  IN 1890 THE CONNECTICUT SHELL FISH COMMISSION REPLACED
 LX3782'THE ORIGINAL SIGNAL WITH A POLE HELD IN POSITION BY 3 IRON GUYS.
 LX3782
 LX3782                          STATION RECOVERY (1916)
 LX3782
 LX3782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3782'ORIGINAL DESCRIPTION SUFFICIENT WITH THE FOLLOWING ADDITIONS--
 LX3782'
 LX3782'THE ORIGINAL SIGNAL WAS REPLACED BY THE CONNECTICUT SHELL FISH
 LX3782'COMMISSION IN 1890 BY A POLE HELD IN POSITION BY 3 IRON GUYS.
 LX3782
 LX3782                          STATION RECOVERY (1932)
 LX3782
 LX3782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3782'RECOVERED AS DESCRIBED, POLE SET BY CONNECTICUT SHELL FISH
 LX3782'COMMISSION STILL IN EXISTENCE.  TWO NEW REFERENCE MARKS
 LX3782'SET--REFERENCE MARK NO.1 IS A STANDARD DISK SET IN LARGE OUTCROP IN
 LX3782'RANGE WITH E TANGENT OF RED TOWER OF NEARBY HOUSE, DISTANT 12.970
 LX3782'METERS, AZIMUTH 184 DEG 28 MIN 09 SEC.  REFERENCE MARK NO.2 IS
 LX3782'DRILL HOLE WITH TRIANGLE AROUND IT IN LARGE GRANITE ROCK, DISTANT
 LX3782'2.39 METERS, AZIMUTH 72 DEG 49 MIN 58 SEC.
 LX3782
 LX3782                          STATION RECOVERY (1959)
 LX3782
 LX3782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3782'RECOVERED AS DESCRIBED BY H.P.R. 1916, AND S.B.G. 1932, AND
 LX3782'G.C.M. 1933, EXCEPT R.M. 2 IS GONE.  THE LARGE GRANITE ROCK,
 LX3782'DISTANT 2.39 METERS, AZ. 72 DEG 8 MIN, HAS BEEN BADLY BATTERED AND
 LX3782'PARTLY DISINTEGRATED BY STORMS, LEAVING NO TRACE OF R.M. 2.
 LX3782'
 LX3782'WHITE POLE HELD IN POSITION BY THREE IRON GUYS IS OVER STATION.
 LX3782'
 LX3782'R.M. 1, STAMPED 1 1932 IS IN EXCELLENT CONDITION, AS DESCRIBED
 LX3782'BY S.B.G. IN 1932.
 LX3782'
 LX3782'I ALSO FOUND TWO DRILL HOLES WHICH IM CALLING R.M. 3 AND
 LX3782'R.M. 4.  R.M. 3 IS 11.67 FT. E OF STATION, AND IS A SHALLOW
 LX3782'DRILL HOLE IN A LARGE FLAT-TOP GRANITE BOULDER.
 LX3782'
 LX3782'R.M. 4 IS 8.25 FT. S OF STATION, AND IS A DRILL HOLE 1-1/2 IN
 LX3782'DEEP, IN A LARGE GRANITE ROCK.  R.M. 4 IS ALSO 1.79 FT. SE OF THE
 LX3782'BASE OF THE SOUTHERN IRON TRIPOD LEG WHICH IS ONE OF THE SUPPORTS
 LX3782'FOR THE WHITE POLE.
 LX3782
 LX3782                          STATION RECOVERY (1972)
 LX3782
 LX3782'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3782'COPPER BOLT GOOD
 LX3782'
 LX3782'NO. 1 1932 EXCELLENT
 LX3782'
 LX3782'STATION, RMS AND POLE WERE FOUND AS DESCRIBED IN RECOVERY NOTES
 LX3782'BY C.H. OBER IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6494 ***********************************************************************
 LX6494  DESIGNATION -  BENHAMS HOUSE CHIMNEY
 LX6494  PID         -  LX6494
 LX6494  STATE/COUNTY-  CT/NEW HAVEN
 LX6494  USGS QUAD   -  NEW HAVEN (1984)
 LX6494
 LX6494                         *CURRENT SURVEY CONTROL
 LX6494  ___________________________________________________________________
 LX6494* NAD 83(1996)-  41 15 07.84951(N)    072 58 53.01051(W)     ADJUSTED  
 LX6494* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LX6494  ___________________________________________________________________
 LX6494  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LX6494  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX6494
 LX6494  HORZ ORDER  -  SECOND
 LX6494
 LX6494.The horizontal coordinates were established by classical geodetic methods
 LX6494.and adjusted by the National Geodetic Survey in August 1998..
 LX6494
 LX6494.The orthometric height was scaled from a topographic map.
 LX6494
 LX6494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6494
 LX6494.The geoid height was determined by GEOID03.
 LX6494
 LX6494;                    North         East     Units Scale Factor Converg.
 LX6494;SPC CT       -   198,942.238   285,406.925   MT  0.99999514   -0 09 12.3
 LX6494;SPC CT       -   652,696.33    936,372.55   sFT  0.99999514   -0 09 12.3
 LX6494;SPC NY L     -   121,042.375   385,373.052   MT  1.00001948   +0 39 58.5
 LX6494;SPC NY L     -   397,119.86  1,264,344.75   sFT  1.00001948   +0 39 58.5
 LX6494;UTM  18      - 4,568,716.962   669,123.964   MT  0.99995203   +1 19 52.8
 LX6494
 LX6494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6494!SPC CT       -   0.99999751  x   0.99999514  =   0.99999265
 LX6494!SPC NY L     -   0.99999751  x   1.00001948  =   1.00001699
 LX6494!UTM  18      -   0.99999751  x   0.99995203  =   0.99994954
 LX6494
 LX6494:                Primary Azimuth Mark                     Grid Az
 LX6494:SPC CT       -  BURWELL                                  009 14 23.6
 LX6494:SPC NY L     -  BURWELL                                  008 25 12.8
 LX6494:UTM  18      -  BURWELL                                  007 45 18.5
 LX6494
 LX6494|---------------------------------------------------------------------|
 LX6494| PID    Reference Object                     Distance      Geod. Az  |
 LX6494|                                                           dddmmss.s |
 LX6494| LX6495 BURWELL                             APPROX. 4.7 KM 0090511.3 |
 LX6494| LX3670 ORANGE LEE PRINT SHOP TOWER         APPROX. 2.6 KM 2844237.7 |
 LX6494|---------------------------------------------------------------------|
 LX6494
 LX6494                          SUPERSEDED SURVEY CONTROL
 LX6494
 LX6494  NAD 83(1992)-  41 15 07.84845(N)    072 58 53.01015(W) AD(       ) 2
 LX6494  NAD 83(1986)-  41 15 07.85103(N)    072 58 53.02030(W) AD(       ) 2
 LX6494  NAD 27      -  41 15 07.50100(N)    072 58 54.64800(W) AD(       ) 2
 LX6494
 LX6494.Superseded values are not recommended for survey control.
 LX6494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6494.See file dsdata.txt to determine how the superseded data were derived.
 LX6494
 LX6494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6912468717(NAD 83)
 LX6494
 LX6494  HISTORY     - Date     Condition        Report By
 LX6494  HISTORY     - 1910     MONUMENTED       CGS
 LX6494  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6494  HISTORY     - 1987     POOR             USPSQD
 LX6494  HISTORY     - 1988     GOOD             USPSQD
 LX6494
 LX6494                          STATION DESCRIPTION
 LX6494
 LX6494'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6494'THE HOUSE WHICH WAS BUILT IN 1828 WAS STILL STANDING IN 1910 AND
 LX6494'IN GOOD CONDITION.  THE HOUSE IS LOCATED ON BENHAM HILL, ON BENHAM
 LX6494'HILL ROAD, ABOUT 2 MILES SW OF WEST HAVEN AND 1-1/2 MILES NE OF
 LX6494'WOODMONT.  MR. P.J. ALLSPAUGH OCCUPIED THE HOUSE IN 1910.  CHIMNEY
 LX6494'IS A BIG SQUARE ONE IN THE MIDDLE OF THE MAIN PART OF THE HOUSE.
 LX6494'
 LX6494'ABOUT 1900 IT WAS FOUND THAT THE CHIMNEY WAS CRUMBLING.  IT WAS
 LX6494'THEN REPAIRED WITHOUT CHANGING ITS POSITION OR SHAPE.
 LX6494
 LX6494                          STATION RECOVERY (1933)
 LX6494
 LX6494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6494'THIS STATION IS IDENTICAL WITH BENHAMS HOUSE CHIMNEY OF THE
 LX6494'EARLIER WORK.  IT IS LOCATED ON BENHAM HILL IN THE WESTERN PART
 LX6494'OF THE TOWN OF WEST HAVEN.  IT IS REACHED FROM THE WEST HAVEN
 LX6494'TOWN HALL AS FOLLOWS--GO W ON MAIN STREET 0.5 MILE TO CROSS ROAD
 LX6494'AND SIGN READING BRIDGEPORT AND NEW YORK.  THIS POINT IS JUST W
 LX6494'OF WEST HAVEN ARMORY.  TAKE BRIDGEPORT ROAD PAST EDGAR C. STILES
 LX6494'SCHOOL, GO 0.2 MILE TO FORK.  TAKE RIGHT HAND ROAD PAST SHINGLE
 LX6494'HILL STANDPIPE.  GO 1.4 MILES TO CROSS ROAD, TURN RIGHT AND
 LX6494'IMMEDIATE LEFT ON BENHAM HILL ROAD, GO 0.2 MILE TO FARM OF
 LX6494'MR. P.J. ALLSPAUGH.  THIS FARMHOUSE IS THE OLD BENHAM
 LX6494'HOMESTEAD.  CENTER IS CENTER LINE OF LARGE CHIMNEY IN
 LX6494'MIDDLE OF MAIN HOUSE.  LOCATION CAN BE IDENTIFIED BY A LEANING
 LX6494'ELM TREE ACROSS THE ROAD FROM THE HOUSE.
 LX6494
 LX6494                          STATION RECOVERY (1987)
 LX6494
 LX6494'RECOVERY NOTE BY US POWER SQUADRON 1987 (MK)
 LX6494'MARK RECOVERED IN POOR CONDITION.
 LX6494
 LX6494                          STATION RECOVERY (1988)
 LX6494
 LX6494'RECOVERY NOTE BY US POWER SQUADRON 1988 (RML)
 LX6494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6352 ***********************************************************************
 LX6352  DESIGNATION -  BENNETTS CHIMNEY
 LX6352  PID         -  LX6352
 LX6352  STATE/COUNTY-  CT/NEW HAVEN
 LX6352  USGS QUAD   -  
 LX6352
 LX6352                         *CURRENT SURVEY CONTROL
 LX6352  ___________________________________________________________________
 LX6352* NAD 83(1996)-  41 14 56.31368(N)    072 50 11.80787(W)     ADJUSTED  
 LX6352* NAVD 88     -                                                        
 LX6352  ___________________________________________________________________
 LX6352  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX6352  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6352
 LX6352  HORZ ORDER  -  THIRD
 LX6352
 LX6352.The horizontal coordinates were established by classical geodetic methods
 LX6352.and adjusted by the National Geodetic Survey in August 1998..
 LX6352
 LX6352
 LX6352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6352
 LX6352.The geoid height was determined by GEOID03.
 LX6352
 LX6352;                    North         East     Units Scale Factor Converg.
 LX6352;SPC CT       -   198,564.035   297,540.909   MT  0.99999542   -0 03 26.7
 LX6352;SPC CT       -   651,455.50    976,182.13   sFT  0.99999542   -0 03 26.7
 LX6352;UTM  18      - 4,568,653.233   681,263.462   MT  1.00000438   +1 25 36.4
 LX6352
 LX6352                          SUPERSEDED SURVEY CONTROL
 LX6352
 LX6352  NAD 83(1992)-  41 14 56.31280(N)    072 50 11.80767(W) AD(       ) 4
 LX6352  NAD 83(1986)-  41 14 56.31429(N)    072 50 11.81116(W) AD(       ) 4
 LX6352  NAD 27      -  41 14 55.97000(N)    072 50 13.46000(W) AD(       ) 3
 LX6352
 LX6352.Superseded values are not recommended for survey control.
 LX6352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6352.See file dsdata.txt to determine how the superseded data were derived.
 LX6352
 LX6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8126368653(NAD 83)
 LX6352
 LX6352  HISTORY     - Date     Condition        Report By
 LX6352  HISTORY     - 1933     MONUMENTED       CGS
 LX6352  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6352  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6352
 LX6352                          STATION DESCRIPTION
 LX6352
 LX6352'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6352'THIS HOUSE IS PROPERTY OF WINCHESTER BENNETT AND IS ON EXTREMITY
 LX6352'OF JOHNSONS POINT.
 LX6352'
 LX6352'BOTH SIDES AND ROOF ARE COVERED WITH VERY DARK SHINGLES.  THERE
 LX6352'ARE FOUR CHIMNEYS ON HOUSE.
 LX6352'
 LX6352'CENTER IS THE CENTER LINE OF THE CHIMNEY ABOVE THE SE FACE OF
 LX6352'THE HOUSE.  THIS IS THE ONLY WHITE CHIMNEY OF THE GROUP.  THE
 LX6352'OTHERS ARE GRAY.
 LX6352
 LX6352                          STATION RECOVERY (1961)
 LX6352
 LX6352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6352'STATION RECOVERED IN GOOD CONDITION.  THE CARETAKER OF THE ESTATE
 LX6352'SAID THE CHIMNEY WAS TOPPED OFF WITH NEW BRICK, BUT OTHERWISE
 LX6352'EVERYTHING ELSE WAS THE SAME.  THE ORIGINAL DESCRIPTION BY
 LX6352'G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6352
 LX6352                          STATION RECOVERY (1988)
 LX6352
 LX6352'RECOVERY NOTE BY US POWER SQUADRON 1988 (AKM)
 LX6352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5502 ***********************************************************************
 LX5502  DESIGNATION -  BERGGREN CHIMNEY
 LX5502  PID         -  LX5502
 LX5502  STATE/COUNTY-  CT/NEW LONDON
 LX5502  USGS QUAD   -  NIANTIC (1983)
 LX5502
 LX5502                         *CURRENT SURVEY CONTROL
 LX5502  ___________________________________________________________________
 LX5502* NAD 83(1996)-  41 19 49.87432(N)    072 10 19.73441(W)     ADJUSTED  
 LX5502* NAVD 88     -                                                        
 LX5502  ___________________________________________________________________
 LX5502  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 LX5502  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5502
 LX5502  HORZ ORDER  -  THIRD
 LX5502
 LX5502.The horizontal coordinates were established by classical geodetic methods
 LX5502.and adjusted by the National Geodetic Survey in August 1998..
 LX5502
 LX5502
 LX5502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5502
 LX5502.The geoid height was determined by GEOID03.
 LX5502
 LX5502;                    North         East     Units Scale Factor Converg.
 LX5502;SPC CT       -   207,778.374   353,173.705   MT  0.99998939   +0 22 59.3
 LX5502;SPC CT       -   681,686.22  1,158,704.06   sFT  0.99998939   +0 22 59.3
 LX5502;SPC NY L     -   130,843.086   453,009.315   MT  1.00003001   +1 11 44.0
 LX5502;SPC NY L     -   429,274.36  1,486,248.06   sFT  1.00003001   +1 11 44.0
 LX5502;UTM  18      - 4,579,307.401   736,647.070   MT  1.00028926   +1 52 06.2
 LX5502
 LX5502                          SUPERSEDED SURVEY CONTROL
 LX5502
 LX5502  NAD 83(1992)-  41 19 49.87319(N)    072 10 19.73373(W) AD(       ) 4
 LX5502  NAD 83(1986)-  41 19 49.87473(N)    072 10 19.73841(W) AD(       ) 4
 LX5502  NAD 27      -  41 19 49.53300(N)    072 10 21.46300(W) AD(       ) 3
 LX5502
 LX5502.Superseded values are not recommended for survey control.
 LX5502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5502.See file dsdata.txt to determine how the superseded data were derived.
 LX5502
 LX5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3664779307(NAD 83)
 LX5502_MARKER: 85 = CHIMNEY
 LX5502
 LX5502  HISTORY     - Date     Condition        Report By
 LX5502  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5502  HISTORY     - 1954     GOOD             CGS
 LX5502  HISTORY     - 1984     GOOD             USPSQD
 LX5502  HISTORY     - 1989     GOOD             USPSQD
 LX5502
 LX5502                          STATION DESCRIPTION
 LX5502
 LX5502'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5502'THE HOUSE IS LOCATED AT THE FOOT OF THE FIRST LARGE HILL E OF
 LX5502'THE NIANTIC RIVER AND ON THE S SIDE OF BISHOP STREET, THE FIRST
 LX5502'ROAD N OF THE SHORE ROAD.  THE ROAD ENDS IN FRONT OF THE
 LX5502'HOUSE.  THE HOUSE IS A TWO STORY FRAME BUILDING WITH A HIP
 LX5502'ROOF.  BACK AND S OF THE HOUSE IS A STONE FENCE THAT RUNS DOWN
 LX5502'TO THE ROAD.  THE CHIMNEY IS RED BRICK AND IS ON THE S SIDE OF
 LX5502'THE HOUSE.  THE STATION IS THE CENTER LINE OF THE
 LX5502'CHIMNEY.  HEIGHT ABOUT 50 FEET.
 LX5502
 LX5502                          STATION RECOVERY (1954)
 LX5502
 LX5502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5502'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LX5502'IS ADEQUATE.
 LX5502
 LX5502                          STATION RECOVERY (1984)
 LX5502
 LX5502'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5502'BERGGREN CHIMNEY 1934 STATION RECOVERED IN GOOD CONDITION
 LX5502'DESCRIPTION IS ADEQUATE.
 LX5502
 LX5502                          STATION RECOVERY (1989)
 LX5502
 LX5502'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6988 ***********************************************************************
 LX6988  DESIGNATION -  BERLIN CONG CH SPIRE
 LX6988  PID         -  LX6988
 LX6988  STATE/COUNTY-  CT/HARTFORD
 LX6988  USGS QUAD   -  MIDDLETOWN (1992)
 LX6988
 LX6988                         *CURRENT SURVEY CONTROL
 LX6988  ___________________________________________________________________
 LX6988* NAD 83(1996)-  41 37 09.92601(N)    072 44 47.66422(W)     ADJUSTED  
 LX6988* NAVD 88     -                                                        
 LX6988  ___________________________________________________________________
 LX6988  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LX6988  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX6988
 LX6988  HORZ ORDER  -  THIRD
 LX6988
 LX6988.The horizontal coordinates were established by classical geodetic methods
 LX6988.and adjusted by the National Geodetic Survey in August 1998..
 LX6988
 LX6988
 LX6988.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6988
 LX6988.The geoid height was determined by GEOID03.
 LX6988
 LX6988;                    North         East     Units Scale Factor Converg.
 LX6988;SPC CT       -   239,702.638   305,086.187   MT  0.99998426   +0 00 08.2
 LX6988;SPC CT       -   786,424.40  1,000,936.93   sFT  0.99998426   +0 00 08.2
 LX6988;UTM  18      - 4,609,975.408   687,737.085   MT  1.00003374   +1 29 49.6
 LX6988
 LX6988                          SUPERSEDED SURVEY CONTROL
 LX6988
 LX6988  NAD 83(1992)-  41 37 09.92537(N)    072 44 47.66441(W) AD(       ) 4
 LX6988  NAD 83(1986)-  41 37 09.92738(N)    072 44 47.66609(W) AD(       ) 4
 LX6988  NAD 27      -  41 37 09.56000(N)    072 44 49.30000(W) AD(       ) 3
 LX6988
 LX6988.Superseded values are not recommended for survey control.
 LX6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6988.See file dsdata.txt to determine how the superseded data were derived.
 LX6988
 LX6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8773709975(NAD 83)
 LX6988
 LX6988  HISTORY     - Date     Condition        Report By
 LX6988  HISTORY     - 1935     MONUMENTED       CGS
 LX6988  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6988  HISTORY     - 1981     GOOD             NGS
 LX6988
 LX6988                          STATION DESCRIPTION
 LX6988
 LX6988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6988'THE BERLIN CONGREGATIONAL CHURCH IS ON THE W SIDE OF
 LX6988'WORTHINGTON RIDGE (ROUTE 72) IN THE TOWN OF BERLIN.  THE CHURCH
 LX6988'IS A FRAME STRUCTURE WITH A STEEP GABLE ROOF OF WOOD SHINGLES AND
 LX6988'A BROWN SANDSTONE BASE.
 LX6988'
 LX6988'THE SPIRE IS AT THE E GABLE, THE BASE OF WHICH IS SQUARE WITH A
 LX6988'METAL CLOCK FACE ON EACH SIDE.  THE UPPER PART OF THE SPIRE IS
 LX6988'AN OCTAGONAL PYRAMID WITH A GABLE DORMER IN ALTERNATE SIDES AT THE
 LX6988'BASE OF THE OCTAGON.  THE ENTIRE STRUCTURE IS PAINTED WHITE.
 LX6988'THERE IS A WEATHER VANE AT THE APEX OF THE SPIRE.
 LX6988'
 LX6988'THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 175 FEET.
 LX6988
 LX6988                          STATION RECOVERY (1978)
 LX6988
 LX6988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GCM)
 LX6988'THE STATION IS THE APEX OF THE BERLIN CONGREGATIONAL CHURCH
 LX6988'SPIRE AND IT IS OWNED BY THE CONGREGATIONAL CHURCH. IT IS
 LX6988'WHITE IN COLOR ATOP A WHITE BELFRY WITH CLOCK FACES MOUNTED
 LX6988'IN IT AND THERE IS A WEATHER VANE AT THE APEX OF THE SPIRE.
 LX6988'
 LX6988'TO REACH FROM THE POST OFFICE IN BERLIN. GO SOUTH ON
 LX6988'WORTHINGTON RIDGE ROAD FOR 0.2 MILE TO THE CHURCH ON THE
 LX6988'RIGHT.
 LX6988'
 LX6988'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
 LX6988
 LX6988                          STATION RECOVERY (1981)
 LX6988
 LX6988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6988'THE STATION, IS THE BASE OF THE VANE ATOP THE ALL WHITE
 LX6988'BERLIN FIRST CONGREGATIONAL CHURCH SPIRE.  THE SPIRE IS
 LX6988'ABOUT 30.5 METERS (100 FT) HIGH.
 LX6988'
 LX6988'THE STATION IS LOCATED 0.8 KM (0.5 MI) SOUTH-SOUTHWEST OF
 LX6988'THE JUNCTION OF U.S. HIGHWAY 5 AND STATE HIGHWAYS 15 AND 72,
 LX6988'ALONG WORTHINGTON ROAD.
 LX6988'OWNERSHIP--BERLIN FIRST CONGREGATIONAL CHURCH, BERLIN CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6264 ***********************************************************************
 LX6264  DESIGNATION -  BERRY HILL
 LX6264  PID         -  LX6264
 LX6264  STATE/COUNTY-  CT/NEW HAVEN
 LX6264  USGS QUAD   -  GUILFORD (1984)
 LX6264
 LX6264                         *CURRENT SURVEY CONTROL
 LX6264  ___________________________________________________________________
 LX6264* NAD 83(1996)-  41 21 29.46899(N)    072 39 19.04211(W)     ADJUSTED  
 LX6264* NAVD 88     -       116.7    (meters)     383.     (feet)  VERTCON   
 LX6264  ___________________________________________________________________
 LX6264  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LX6264  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX6264
 LX6264  HORZ ORDER  -  FIRST
 LX6264
 LX6264.The horizontal coordinates were established by classical geodetic methods
 LX6264.and adjusted by the National Geodetic Survey in August 1998..
 LX6264
 LX6264.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6264
 LX6264.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6264
 LX6264.The geoid height was determined by GEOID03.
 LX6264
 LX6264;                    North         East     Units Scale Factor Converg.
 LX6264;SPC CT       -   210,693.452   312,725.705   MT  0.99998781   +0 03 46.1
 LX6264;SPC CT       -   691,250.10  1,026,000.92   sFT  0.99998781   +0 03 46.1
 LX6264;UTM  18      - 4,581,172.829   696,129.400   MT  1.00007342   +1 32 59.3
 LX6264
 LX6264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6264!SPC CT       -   0.99998639  x   0.99998781  =   0.99997420
 LX6264!UTM  18      -   0.99998639  x   1.00007342  =   1.00005980
 LX6264
 LX6264|---------------------------------------------------------------------|
 LX6264| PID    Reference Object                     Distance      Geod. Az  |
 LX6264|                                                           dddmmss.s |
 LX6264| CZ7047 BERRY HILL RM 1                      34.452 METERS 09904     |
 LX6264| LX6216 KILLINGWORTH ST POLICE MAST         APPROX. 5.1 KM 1131432.0 |
 LX6264| LX6269 CLAPBOARD                           APPROX. 7.4 KM 1824808.8 |
 LX6264| CZ7046 BERRY HILL AZ MK                                   1935320.5 |
 LX6264| LX6293 VORTAC MADISON MAD                  APPROX. 5.8 KM 2120635.0 |
 LX6264| LX6259 NORTH GUILFORD CHURCH TOWER         APPROX. 6.1 KM 2803312.1 |
 LX6264| CZ7048 BERRY HILL RM 2                      27.743 METERS 28149     |
 LX6264|---------------------------------------------------------------------|
 LX6264
 LX6264                          SUPERSEDED SURVEY CONTROL
 LX6264
 LX6264  NAD 83(1992)-  41 21 29.46814(N)    072 39 19.04199(W) AD(       ) 1
 LX6264  NAD 83(1986)-  41 21 29.47027(N)    072 39 19.04474(W) AD(       ) 1
 LX6264  NAD 27      -  41 21 29.12000(N)    072 39 20.70700(W) AD(       ) 1
 LX6264  NGVD 29 (07/19/86)  117.0    (m)          384.     (f) VERT ANG       
 LX6264
 LX6264.Superseded values are not recommended for survey control.
 LX6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6264.See file dsdata.txt to determine how the superseded data were derived.
 LX6264
 LX6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9612981173(NAD 83)
 LX6264
 LX6264  HISTORY     - Date     Condition        Report By
 LX6264  HISTORY     - 1942     MONUMENTED       CGS
 LX6264  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6264
 LX6264                          STATION DESCRIPTION
 LX6264
 LX6264'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6264'THE STATION IS LOCATED ABOUT 3.5 MILES E OF NORTH GUILFORD AND
 LX6264'1 MILE W OF NORTH MADISON, WHICH IS AT THE JUNCTION OF CONN. STATE
 LX6264'HIGHWAYS 79 AND 80 0.2 MILE N OF THE MAXMEYER FARM HOUSE.  THE
 LX6264'MARK IS ON THE PROPERTY OF MRS. MAXMEYER, ON THE N EDGE OF PASTURE
 LX6264'LAND AND ABOUT 100 YARDS S OF THE HIGHEST POINT OF THE HILL, 24.4
 LX6264'FEET SW OF A LONE TWO-FOOT HICKORY TREE, 5.4 FEET SW OF A BRONZE
 LX6264'REFERENCE POST.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 LX6264'STAMPED BERRY HILL 1942.
 LX6264'
 LX6264'REFERENCE MARK NO. 1 IS 113.18 FEET E OF THE STATION, 3 FEET S
 LX6264'OF AN OLD STONE FENCE.  IT IS ABOUT 5 FEET LOWER IN ELEVATION
 LX6264'THAN THE STATION MARK.  THE DISK IS STAMPED BERRY HILL NO. 1 1942.
 LX6264'
 LX6264'REFERENCE MARK NO. 2 IS 91.07 FEET W OF THE STATION, 2 FEET S
 LX6264'OF AN OLD E-W STONE WALL.  IT IS ABOUT 3 FEET LOWER IN ELEVATION
 LX6264'THAN THE STATION MARK.  THE DISK IS STAMPED BERRY HILL NO. 2 1942.
 LX6264'
 LX6264'THE AZIMUTH MARK IS 0.5 MILE SW OF THE STATION, 21 FEET W OF THE
 LX6264'CENTER LINE OF A TAR ROAD, 16 FEET SE OF THE NE CORNER OF A
 LX6264'CEMETERY, 7 FEET E OF THE E BOARD FENCE OF THE CEMETERY, 9 FEET
 LX6264'N OF THE CONCRETE STEPS TO THE CEMETERY.  THE MARK PROJECTS 3
 LX6264'INCHES AND THE DISK IS STAMPED BERRY HILL 1942.
 LX6264'
 LX6264'TO REACH THE STATION FROM NORTH MADISON AT THE JUNCTION OF
 LX6264'CONN. STATE HIGHWAYS 79 AND 80, GO W ON CONN. STATE HIGHWAY 80
 LX6264'FOR 0.85 MILE TO A DIM T ROAD RIGHT.* HERE TURN RIGHT ON DIM ROAD
 LX6264'AND GO 0.05 MILE TO A LARGE WHITE HOUSE, PASS JUST W OF THE HOUSE
 LX6264'AND CONTINUE N UP HILL FOR 0.2 MILE TO THE N EDGE OF A PASTURE
 LX6264'AND STATION NEAR A LARGE HICKORY TREE AS DESCRIBED.
 LX6264'
 LX6264'*TO REACH THE AZIMUTH MARK FROM THE DIM T ROAD RIGHT, CONTINUE
 LX6264'ON W ON CONN. STATE HIGHWAY 80 FOR 0.35 MILE TO A T ROAD LEFT,
 LX6264'HERE TURN LEFT AND GO 0.2 MILE TO A CEMETERY ON THE RIGHT AND
 LX6264'MARK AS DESCRIBED.
 LX6264'
 LX6264'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LX6264
 LX6264                          STATION RECOVERY (1976)
 LX6264
 LX6264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6264'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 LX6264'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS BLOCKED
 LX6264'DUE TO HIGH TREES AND NO DIRECTION COULD BE MADE TO IT.  THE
 LX6264'DISTANCE TO REFERENCE MARK 1 WAS LESS BY 0.045 OF A METER AND
 LX6264'THE DISTANCE TO REFERENCE MARK 2 WAS LESS BY 0.015 OF A METER.
 LX6264'THE ANGLE BETWEEN REFERENCE MARK 1 AND 2 WAS LARGER BY 0
 LX6264'DEGREES 06 MINUTES 1.6 SECONDS.  FOLLOWING IS A NEW AND
 LX6264'COMPLETE DESCRIPTION.
 LX6264'
 LX6264'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF ROCKLAND,
 LX6264'3-1/4 MILES
 LX6264'SOUTHEAST OF NORTH GUILFORD, 1 MILE WEST OF NORTH
 LX6264'MADISON AND IS ON PROPERTY OWNED BY MR. MICHAEL A. RICCIUTI,
 LX6264'BOX 283, OLD TOLL ROAD, MADISON, CONNECTICUT, PHONE NUMBER
 LX6264'421-3073.
 LX6264'
 LX6264'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 79 AND
 LX6264'80 AT THE TRAFFIC CIRCLE IN NORTH MADISON, GO WEST-SOUTHWEST
 LX6264'ON STATE HIGHWAY 80 FOR 0.95 MILE TO A PRIVATE DRIVEWAY ON THE
 LX6264'RIGHT, THIS IS ABOUT 75 FEET WEST OF HICKORY LANE.  TURN RIGHT
 LX6264'AND GO NORTH FOLLOWING THE RICCIUTI DRIVEWAY UP HILL FOR 0.25
 LX6264'MILE TO MR. RICCIUTI RESIDENCE.  BEAR RIGHT AND GO NORTHERLY ON
 LX6264'A TRACK ROAD FOR 0.05 MILE TO THE END OF THE TRACK ROAD AND
 LX6264'THE STATION SITE WHICH IS JUST SOUTH OF THE HIGHEST PART OF
 LX6264'THE HILL.  TO REACH THE AZIMUTH MARK FROM MR. RICCIUTI
 LX6264'DRIVEWAY AND HIGHWAY 80, CONTINUE WESTERLY ON HIGHWAY 80
 LX6264'FOR 0.35 MILE TO A CROSSROAD, RACE HILL ROAD, TURN LEFT AND
 LX6264'GO SOUTH ON RACE HILL ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 LX6264'ON THE RIGHT, UNDER A CEDAR TREE AND NEAR A CEMETERY.
 LX6264'
 LX6264'STATION MARK, STAMPED---BERRY HILL 1942---, IS A STANDARD DISK
 LX6264'SET IN THE TOP ON A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 LX6264'ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET WEST OF
 LX6264'THE WEST END OF A ROCK FENCE, 27 FEET SOUTHWEST OF A 10-INCH
 LX6264'TREE AND 10 FEET NORTH OF A 10-INCH TREE.  NO UNDERGROUND MARK
 LX6264'WAS MENTIONED IN THE 1942 DATA.
 LX6264'
 LX6264'REFERENCE MARK 1, STAMPED---BERRY HILL NO 1 1942---, IS A
 LX6264'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LX6264'THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX6264'4 FEET SOUTH OF A ROCK FENCE AND 2 FEET NORTH OF A METAL
 LX6264'WITNESS POST.
 LX6264'
 LX6264'REFERENCE MARK 2, STAMPED---BERRY HILL NO 2 1942---, IS A
 LX6264'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LX6264'AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 37
 LX6264'FEET EAST OF A 3 FOOT BY 2 FOOT BOULDER, 13.5 FEET WEST OF A
 LX6264'10-INCH TREE AND 2.3 FEET NORTHEAST OF A METAL WITNESS POST.
 LX6264'
 LX6264'AZIMUTH MARK, STAMPED---BERRY HILL 1942---, IS A STANDARD DISK
 LX6264'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 LX6264'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET WEST OF
 LX6264'THE CENTERLINE OF RACE HILL ROAD, 14 FEET NORTH OF THE
 LX6264'APPROXIMATE CENTER OF CONCRETE STEPS AND 7.5 FEET EAST OF A
 LX6264'WOODEN FENCE THAT SURROUNDS THE CEMETERY.
 LX6264'
 LX6264'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.3 METERS.
 LX6264'
 LX6264'DESCRIBED BY L. D. ACRES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3583 ***********************************************************************
 LX3583  DESIGNATION -  BETH
 LX3583  PID         -  LX3583
 LX3583  STATE/COUNTY-  CT/LITCHFIELD
 LX3583  USGS QUAD   -  LITCHFIELD (1984)
 LX3583
 LX3583                         *CURRENT SURVEY CONTROL
 LX3583  ___________________________________________________________________
 LX3583* NAD 83(1996)-  41 37 54.74780(N)    073 10 33.47288(W)     ADJUSTED  
 LX3583* NAVD 88     -       276.0    (meters)     906.     (feet)  VERTCON   
 LX3583  ___________________________________________________________________
 LX3583  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 LX3583  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX3583
 LX3583  HORZ ORDER  -  SECOND
 LX3583
 LX3583.The horizontal coordinates were established by classical geodetic methods
 LX3583.and adjusted by the National Geodetic Survey in August 1998..
 LX3583
 LX3583.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3583
 LX3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3583
 LX3583.The geoid height was determined by GEOID03.
 LX3583
 LX3583;                    North         East     Units Scale Factor Converg.
 LX3583;SPC CT       -   241,172.921   269,307.127   MT  0.99998461   -0 16 56.8
 LX3583;SPC CT       -   791,248.16    883,551.80   sFT  0.99998461   -0 16 56.8
 LX3583;UTM  18      - 4,610,511.924   651,932.856   MT  0.99988407   +1 12 43.3
 LX3583
 LX3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3583!SPC CT       -   0.99996130  x   0.99998461  =   0.99994591
 LX3583!UTM  18      -   0.99996130  x   0.99988407  =   0.99984537
 LX3583
 LX3583:                Primary Azimuth Mark                     Grid Az
 LX3583:SPC CT       -  WATERTOWN NE MUN TANK                    106 32 07.3
 LX3583:UTM  18      -  WATERTOWN NE MUN TANK                    105 02 27.2
 LX3583
 LX3583|---------------------------------------------------------------------|
 LX3583| PID    Reference Object                     Distance      Geod. Az  |
 LX3583|                                                           dddmmss.s |
 LX3583| LX3566 WATERTOWN NE MUN TANK               APPROX. 7.1 KM 1061510.5 |
 LX3583| CB2755 BETH RM 2                            13.330 METERS 17634     |
 LX3583| LX3584 BETH AZ MK                          456.959 METERS 3533953.9 |
 LX3583| CB2754 BETH RM 1                            12.651 METERS 35658     |
 LX3583|---------------------------------------------------------------------|
 LX3583
 LX3583                          SUPERSEDED SURVEY CONTROL
 LX3583
 LX3583  NAD 83(1996)-  41 37 54.74761(N)    073 10 33.47330(W) AD(       ) 2
 LX3583  NAD 83(1992)-  41 37 54.74767(N)    073 10 33.47334(W) AD(       ) 2
 LX3583  NAD 83(1992)-  41 37 54.74921(N)    073 10 33.47471(W) AD(       ) 2
 LX3583  NAD 83(1986)-  41 37 54.74918(N)    073 10 33.47469(W) AD(       ) 2
 LX3583  NAD 27      -  41 37 54.40198(N)    073 10 35.07076(W) AD(       ) 2
 LX3583  NGVD 29 (07/19/86)  276.3    (m)          906.     (f) VERT ANG       
 LX3583
 LX3583.Superseded values are not recommended for survey control.
 LX3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3583.See file dsdata.txt to determine how the superseded data were derived.
 LX3583
 LX3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5193310512(NAD 83)
 LX3583_MARKER: DS = TRIANGULATION STATION DISK
 LX3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3583_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3583
 LX3583  HISTORY     - Date     Condition        Report By
 LX3583  HISTORY     - 1981     MONUMENTED       NGS
 LX3583
 LX3583                          STATION DESCRIPTION
 LX3583
 LX3583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3583'THE STATION IS LOCATED 6.0 KM (3.75 MI) WEST-NORTHWEST OF
 LX3583'WATERTOWN, 0.3 KM (0.2  MI) EAST-SOUTHEAST OF BETHLEHEM,
 LX3583'ALONG A PAVED ROAD.
 LX3583'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX3583'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF
 LX3583'BOUNDARY AND GEODETIC SURVEY, 24 WOLCOTT HILL ROAD,
 LX3583'WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX3583'
 LX3583'TO REACH THE STATION FROM THE BETHLEHEM POST OFFICE, 0.3 KM
 LX3583'(0.2 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 61 AND 132.
 LX3583'GO EAST ON HIGHWAY 132 FOR 0.8 KM (0.5 MI) TO A FORK.  KEEP
 LX3583'RIGHT, EAST, PASSING THROUGH AN INTERSECTION, AND FOLLOW
 LX3583'MAGNOLIA HILL ROAD FOR 1.8 KM (1.1 MI) TO A CROSSROAD.  TURN
 LX3583'RIGHT, SOUTH, ON HARD HILL ROAD FOR 0.2 KM (0.1 MI) TO
 LX3583'AZIMUTH MARK ON RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 KM
 LX3583'(0.25 MI) TO HIGH GROUND AND THE STATION ON LEFT, ACROSS THE
 LX3583'ROAD FROM A CATTLE BARN AND TWO SILOS.
 LX3583'
 LX3583'THE STATION IS A STANDARD NGS DISK
 LX3583'STAMPED---BETH 1981---,
 LX3583'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3583'FLUSH WITH GROUND.  IT IS LOCATED
 LX3583'42.89 METERS (140.7 FT) NORTH FROM A POWER POLE, NUMBER 3111,
 LX3583'5.47 METERS (18.0 FT) EAST FROM THE APPROXIMATE ROAD CENTER,
 LX3583'1.52 METERS (5.0 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST AND
 LX3583'1.07 METERS (3.5 FT) EAST FROM A POWER POLE, NUMBER 3112.
 LX3583'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3583'STAMPED---BETH 1981---,
 LX3583'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3583'
 LX3583'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3583'STAMPED---BETH NO 1 1981---,
 LX3583'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3583'FLUSH WITH GROUND.  IT IS LOCATED
 LX3583'12.68 METERS (41.6 FT) NORTH FROM A POWER POLE, NUMBER 3112,
 LX3583'11.73 METERS (38.5 FT) NORTH FROM THE METAL WITNESS POST AND
 LX3583'5.79 METERS (19.0 FT) EAST FROM THE APPROXIMATE CENTER OF PAVED
 LX3583'ROAD
 LX3583'MARK IS LEVEL WITH STATION.
 LX3583'
 LX3583'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3583'STAMPED---BETH NO 2 1981---,
 LX3583'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3583'FLUSH WITH GROUND.  IT IS LOCATED
 LX3583'29.57 METERS (97.0 FT) NORTH FROM A POWER POLE, NUMBER 3111,
 LX3583'13.35 METERS (43.8 FT) SOUTH FROM A POWER POLE, NUMBER 3112 AND
 LX3583'5.18 METERS (17.0 FT) EAST FROM THE APPROXIMATE CENTER OF PAVED
 LX3583'ROAD
 LX3583'MARK IS LEVEL WITH STATION.
 LX3583'
 LX3583'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3583'STAMPED---BETH 1981---,
 LX3583'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3583'23.47 METERS (77.0 FT) NORTHWEST FROM A TWIN FORK APPLE TREE,
 LX3583'12.53 METERS (41.1 FT) SOUTH-SOUTHWEST FROM A METAL ROAD SIGN
 LX3583'POST,
 LX3583'6.52 METERS (21.4 FT) WEST FROM THE APPROXIMATE CENTER OF PAVED
 LX3583'ROAD AND
 LX3583'1.55 METERS (5.1 FT) EAST FROM A METAL WITNESS POST.
 LX3583'
 LX3583'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE ALL MARKS LIE IN A
 LX3583'STRAIGHT LINE.
 LX3583'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3584 ***********************************************************************
 LX3584  DESIGNATION -  BETH AZ MK
 LX3584  PID         -  LX3584
 LX3584  STATE/COUNTY-  CT/LITCHFIELD
 LX3584  USGS QUAD   -  LITCHFIELD (1984)
 LX3584
 LX3584                         *CURRENT SURVEY CONTROL
 LX3584  ___________________________________________________________________
 LX3584* NAD 83(1996)-  41 38 09.46881(N)    073 10 35.65141(W)     ADJUSTED  
 LX3584* NAVD 88     -       278.5    (meters)     914.     (feet)  VERTCON   
 LX3584  ___________________________________________________________________
 LX3584  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 LX3584  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX3584
 LX3584  HORZ ORDER  -  SECOND
 LX3584
 LX3584.The horizontal coordinates were established by classical geodetic methods
 LX3584.and adjusted by the National Geodetic Survey in August 1998..
 LX3584.No horizontal observational check was made to the station.
 LX3584
 LX3584.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3584
 LX3584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3584
 LX3584.The geoid height was determined by GEOID03.
 LX3584
 LX3584;                    North         East     Units Scale Factor Converg.
 LX3584;SPC CT       -   241,627.326   269,258.945   MT  0.99998473   -0 16 58.2
 LX3584;SPC CT       -   792,738.99    883,393.72   sFT  0.99998473   -0 16 58.2
 LX3584;UTM  18      - 4,610,964.872   651,872.845   MT  0.99988385   +1 12 42.2
 LX3584
 LX3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3584!SPC CT       -   0.99996090  x   0.99998473  =   0.99994563
 LX3584!UTM  18      -   0.99996090  x   0.99988385  =   0.99984476
 LX3584
 LX3584                          SUPERSEDED SURVEY CONTROL
 LX3584
 LX3584  NAD 83(1996)-  41 38 09.46862(N)    073 10 35.65184(W) AD(       ) 2
 LX3584  NAD 83(1992)-  41 38 09.46868(N)    073 10 35.65188(W) AD(       ) 2
 LX3584  NAD 83(1992)-  41 38 09.47023(N)    073 10 35.65325(W) AD(       ) 2
 LX3584  NAD 83(1986)-  41 38 09.47022(N)    073 10 35.65323(W) AD(       ) 2
 LX3584  NAD 27      -  41 38 09.12315(N)    073 10 37.24921(W) AD(       ) 2
 LX3584  NGVD 29 (07/19/86)  278.8    (m)          915.     (f) VERT ANG       
 LX3584
 LX3584.Superseded values are not recommended for survey control.
 LX3584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3584.See file dsdata.txt to determine how the superseded data were derived.
 LX3584
 LX3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5187310965(NAD 83)
 LX3584_MARKER: DZ = AZIMUTH MARK DISK
 LX3584_SETTING: 66 = SET IN ROCK OUTCROP
 LX3584
 LX3584  HISTORY     - Date     Condition        Report By
 LX3584  HISTORY     - 1981     MONUMENTED       NGS
 LX3584
 LX3584                          STATION DESCRIPTION
 LX3584
 LX3584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3584'THE STATION IS LOCATED 6.0 KM (3.75 MI) WEST-NORTHWEST OF
 LX3584'WATERTOWN, 2.8 KM (1.75 MI) EAST-SOUTHEAST OF BETHLEHEM,
 LX3584'ALONG A PAVED ROAD.
 LX3584'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX3584'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF
 LX3584'BOUNDARY AND GEODETIC SURVEY, 24 WOLCOTT HILL ROAD,
 LX3584'WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX3584'
 LX3584'TO REACH THE STATION FROM THE BETHLEHEM POST OFFICE, 0.3 KM
 LX3584'(0.2 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 61 AND 132.
 LX3584'GO EAST ON HIGHWAY 132 FOR 0.8 KM (0.5 MI) TO A FORK.  KEEP
 LX3584'RIGHT, EAST, PASSING THROUGH THE INTERSECTION AND FOLLOW
 LX3584'MAGNOLIA HILL ROAD FOR 1.8 KM (1.1 MI) TO A CROSSROAD.  TURN
 LX3584'RIGHT, SOUTH, ON HARD HILL ROAD FOR 0.16 KM (0.1 MI) TO THE
 LX3584'AZIMUTH MARK ON RIGHT.
 LX3584'
 LX3584'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX3584'STAMPED---BETH 1981---,
 LX3584'SET INTO A ROCK OUTCROP FLUSH WITH THE GROUND.  IT IS LOCATED
 LX3584'23.47 METERS (77.0 FT) NORTHWEST FROM A TWIN FORK APPLE TREE,
 LX3584'12.53 METERS (41.1 FT) SOUTH-SOUTHWEST FROM A METAL ROAD SIGN POST,
 LX3584'6.52 METERS (21.4 FT) WEST FROM THE APPROXIMATE CENTER OF PAVED
 LX3584'ROAD AND
 LX3584'1.55 METERS (5.1 FT) EAST FROM A METAL WITNESS POST.
 LX3584'
 LX3584'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 LX3584'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4750 ***********************************************************************
 LX4750  DESIGNATION -  BETH JACOB SYNAGOGUE TOWER
 LX4750  PID         -  LX4750
 LX4750  STATE/COUNTY-  CT/NEW LONDON
 LX4750  USGS QUAD   -  NORWICH (1983)
 LX4750
 LX4750                         *CURRENT SURVEY CONTROL
 LX4750  ___________________________________________________________________
 LX4750* NAD 83(1996)-  41 31 29.94682(N)    072 04 37.43705(W)     ADJUSTED  
 LX4750* NAVD 88     -                                                        
 LX4750  ___________________________________________________________________
 LX4750  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 LX4750  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX4750
 LX4750  HORZ ORDER  -  THIRD
 LX4750
 LX4750.The horizontal coordinates were established by classical geodetic methods
 LX4750.and adjusted by the National Geodetic Survey in August 1998..
 LX4750
 LX4750
 LX4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4750
 LX4750.The geoid height was determined by GEOID03.
 LX4750
 LX4750;                    North         East     Units Scale Factor Converg.
 LX4750;SPC CT       -   229,432.670   360,964.918   MT  0.99998315   +0 26 46.3
 LX4750;SPC CT       -   752,730.35  1,184,265.74   sFT  0.99998315   +0 26 46.3
 LX4750;UTM  18      - 4,601,163.924   743,875.379   MT  1.00033198   +1 56 19.3
 LX4750;UTM  19      - 4,601,610.780   243,263.149   MT  1.00041123   -2 02 27.8
 LX4750
 LX4750                          SUPERSEDED SURVEY CONTROL
 LX4750
 LX4750  NAD 83(1992)-  41 31 29.94586(N)    072 04 37.43640(W) AD(       ) 4
 LX4750  NAD 83(1986)-  41 31 29.94655(N)    072 04 37.43858(W) AD(       ) 4
 LX4750  NAD 27      -  41 31 29.59000(N)    072 04 39.16000(W) AD(       ) 3
 LX4750
 LX4750.Superseded values are not recommended for survey control.
 LX4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4750.See file dsdata.txt to determine how the superseded data were derived.
 LX4750
 LX4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4387501164(NAD 83)
 LX4750_MARKER: 55 = TOWER
 LX4750
 LX4750  HISTORY     - Date     Condition        Report By
 LX4750  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX4750  HISTORY     - 1966     GOOD             CGS
 LX4750  HISTORY     - 1985     GOOD             USPSQD
 LX4750
 LX4750                          STATION DESCRIPTION
 LX4750
 LX4750'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4750'THE BETH-JACOB COMMUNITY SYNAGOGUE IS ON THE S SLOPE OF JAIL
 LX4750'HILL JUST S OF CHURCH STREET AND OPPOSITE A DRIVE UP THE HILL.  THE
 LX4750'CHURCH IS MADE OF ROUGH FINISHED STONE AND HAS AN ARCHED DOORWAY
 LX4750'ON EACH SIDE OF THE SQUARE TOWER.  THE TOWER IS AT THE FRONT
 LX4750'CENTER OF THE CHURCH.
 LX4750'
 LX4750'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT 75
 LX4750'FEET ABOVE GROUND.
 LX4750
 LX4750                          STATION RECOVERY (1966)
 LX4750
 LX4750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX4750'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX4750
 LX4750                          STATION RECOVERY (1985)
 LX4750
 LX4750'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX4750'BETH-JACOB SYNAGOGUE TOWER WAS RECOVERED IN GOOD CONDITION AS
 LX4750'DESCRIBED BY GCM IN 1934.  IT SHOULD BE NOTED HOWEVER THAT THIS
 LX4750'BUILDING IS NO LONGER THE BETH-JACOB SYNAGOGUE, IT IS NOW THE
 LX4750'BEULAH LAND CHURCH OF GOD IN CHRIST.  REMAINDER OF ORIGINAL
 LX4750'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7573 ***********************************************************************
 LX7573  DESIGNATION -  BETHANY ATT MICROWAVE
 LX7573  PID         -  LX7573
 LX7573  STATE/COUNTY-  CT/NEW HAVEN
 LX7573  USGS QUAD   -  NAUGATUCK (1984)
 LX7573
 LX7573                         *CURRENT SURVEY CONTROL
 LX7573  ___________________________________________________________________
 LX7573* NAD 83(1996)-  41 24 17.22324(N)    073 00 00.03600(W)     ADJUSTED  
 LX7573* NAVD 88     -                                                        
 LX7573  ___________________________________________________________________
 LX7573  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 LX7573  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7573
 LX7573  HORZ ORDER  -  THIRD
 LX7573
 LX7573.The horizontal coordinates were established by classical geodetic methods
 LX7573.and adjusted by the National Geodetic Survey in August 1998..
 LX7573
 LX7573
 LX7573.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7573
 LX7573.The geoid height was determined by GEOID03.
 LX7573
 LX7573;                    North         East     Units Scale Factor Converg.
 LX7573;SPC CT       -   215,894.560   283,895.515   MT  0.99998566   -0 09 56.8
 LX7573;SPC CT       -   708,314.07    931,413.87   sFT  0.99998566   -0 09 56.8
 LX7573;UTM  18      - 4,585,623.654   667,173.289   MT  0.99994394   +1 19 23.0
 LX7573
 LX7573                          SUPERSEDED SURVEY CONTROL
 LX7573
 LX7573  NAD 83(1992)-  41 24 17.22235(N)    073 00 00.03603(W) AD(       ) 4
 LX7573  NAD 83(1986)-  41 24 17.22343(N)    073 00 00.04005(W) AD(       ) 4
 LX7573  NAD 83(1986)-  41 24 17.22232(N)    073 00 00.04080(W) AD(       ) 4
 LX7573
 LX7573.Superseded values are not recommended for survey control.
 LX7573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7573.See file dsdata.txt to determine how the superseded data were derived.
 LX7573
 LX7573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6717385624(NAD 83)
 LX7573_MARKER: 45 = MICROWAVE TOWER
 LX7573
 LX7573  HISTORY     - Date     Condition        Report By
 LX7573  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7573  HISTORY     - 19910304 GOOD             USPSQD
 LX7573
 LX7573                          STATION DESCRIPTION
 LX7573
 LX7573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7573'THE STATION, BETHANY AMERICAN TELEPHONE AND TELEGRAPH
 LX7573'RADIO STATION 53 MICROWAVE TOWER, IS THE LIGHT ON A
 LX7573'POLE NOT CENTERED ATOP THE 4 LEGGED, RED AND WHITE,
 LX7573'91 METERS (300 FT) TALL TOWER.  THERE ARE FOUR
 LX7573'RECTANGULAR FANS ON TOP OF THE TOWER.
 LX7573'
 LX7573'THE STATION IS LOCATED ABOUT 10 KM (6.5 MI)
 LX7573'SOUTHEAST OF NAUGATUCK, 1.6 KM (1 MI) SOUTH
 LX7573'OF BETHANY, 0.8 KM (0.5 MI) EAST OF THE NORTH END
 LX7573'OF LAKE CHAMBERLAIN.
 LX7573'OWNERSHIP--BETHANY ATT, NEW HAVEN CT 06510.
 LX7573'
 LX7573'DESCRIBED BY G.R. HEID.
 LX7573
 LX7573                          STATION RECOVERY (1991)
 LX7573
 LX7573'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6081 ***********************************************************************
 LX6081  DESIGNATION -  BETHEL
 LX6081  PID         -  LX6081
 LX6081  STATE/COUNTY-  CT/MIDDLESEX
 LX6081  USGS QUAD   -  DEEP RIVER (1971)
 LX6081
 LX6081                         *CURRENT SURVEY CONTROL
 LX6081  ___________________________________________________________________
 LX6081* NAD 83(1996)-  41 27 15.79591(N)    072 28 08.31573(W)     ADJUSTED  
 LX6081* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 LX6081  ___________________________________________________________________
 LX6081  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX6081  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6081
 LX6081  HORZ ORDER  -  THIRD
 LX6081
 LX6081.The horizontal coordinates were established by classical geodetic methods
 LX6081.and adjusted by the National Geodetic Survey in August 1998..
 LX6081
 LX6081.The orthometric height was scaled from a topographic map.
 LX6081
 LX6081.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6081
 LX6081.The geoid height was determined by GEOID03.
 LX6081
 LX6081;                    North         East     Units Scale Factor Converg.
 LX6081;SPC CT       -   221,411.493   328,281.029   MT  0.99998409   +0 11 10.8
 LX6081;SPC CT       -   726,414.21  1,077,035.34   sFT  0.99998409   +0 11 10.8
 LX6081;UTM  18      - 4,592,292.692   711,402.997   MT  1.00015002   +1 40 34.4
 LX6081
 LX6081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6081!SPC CT       -   1.00000145  x   0.99998409  =   0.99998554
 LX6081!UTM  18      -   1.00000145  x   1.00015002  =   1.00015148
 LX6081
 LX6081:                Primary Azimuth Mark                     Grid Az
 LX6081:SPC CT       -  194                                      043 59 20.7
 LX6081:UTM  18      -  194                                      042 29 57.1
 LX6081
 LX6081|---------------------------------------------------------------------|
 LX6081| PID    Reference Object                     Distance      Geod. Az  |
 LX6081|                                                           dddmmss.s |
 LX6081| LX6050 194                                 APPROX. 0.5 KM 0441031.5 |
 LX6081| LX6052 GOODSPEEDS TURRET                   APPROX. 0.6 KM 1185114.8 |
 LX6081| LX6064 EAST HADDAM HWY BRIDGE FLAG         APPROX. 0.5 KM 1214630.8 |
 LX6081| CZ7049 BETHEL RM 1                          19.970 METERS 16420     |
 LX6081| CZ7050 BETHEL RM 2                          27.870 METERS 25602     |
 LX6081|---------------------------------------------------------------------|
 LX6081
 LX6081                          SUPERSEDED SURVEY CONTROL
 LX6081
 LX6081  NAD 83(1992)-  41 27 15.79511(N)    072 28 08.31551(W) AD(       ) 3
 LX6081  NAD 83(1986)-  41 27 15.79691(N)    072 28 08.31815(W) AD(       ) 3
 LX6081  NAD 27      -  41 27 15.43700(N)    072 28 10.02300(W) AD(       ) 3
 LX6081
 LX6081.Superseded values are not recommended for survey control.
 LX6081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6081.See file dsdata.txt to determine how the superseded data were derived.
 LX6081
 LX6081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1140392293(NAD 83)
 LX6081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6081+STABILITY: SURFACE MOTION
 LX6081
 LX6081  HISTORY     - Date     Condition        Report By
 LX6081  HISTORY     - 1934     MONUMENTED       CGS
 LX6081  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6081
 LX6081                          STATION DESCRIPTION
 LX6081
 LX6081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6081'THIS STATION IS ON THE CAMP MEETING GROUND OF THE SEVENTH DAY
 LX6081'ADVENTIST CHURCH, KNOWN AS CAMP BETHEL.  TURN NORTHERLY OFF ROUTE
 LX6081'82 ON THE FIRST ROAD WESTERLY OF THE EAST HADDAM RAILROAD
 LX6081'STATION.  GO 1/4 MILE TO THE ENTRANCE OF CAMP GROUND.  TURN
 LX6081'RIGHT INTO THE PRIVATE DRIVEWAY AND, KEEPING TO THE RIGHT, GO
 LX6081'0.3 MILE.  THE STATION IS ON THE EDGE OF THE BANK 25 METERS E
 LX6081'OF THIS POINT.  IT IS BETWEEN THE SECOND AND THIRD COTTAGES
 LX6081'(NO. 21 AND 22) IN THE ROW.  ONE METER S OF THE STATION IS THE
 LX6081'QUADRUPLE STUMP OF A CLUMP OF CHESTNUTS.  1.9 E OF THE
 LX6081'STATION THE GROUND DROPS RAPIDLY TO THE RAILROAD TRACKS.  THE
 LX6081'STATION IS PROBABLY ON RAILROAD PROPERTY, THE LINE BEING
 LX6081'INDEFINITE AT THIS POINT.
 LX6081'
 LX6081'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6081'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6081'
 LX6081'REFERENCE MARK NO. 1 IS BETWEEN THE FOURTH AND FIFTH COTTAGES
 LX6081'IN THE ROW AND ABOUT 2 METERS BACK FROM THE EDGE OF THE BANK.  IT
 LX6081'BEARS S 05 DEG E (MAGNETIC).  REFERENCE MARK NO. 2 IS ON THE
 LX6081'OPPOSITE SIDE OF THE ROADWAY ABOUT 4 METERS FROM ITS CENTER LINE
 LX6081'AND ON THE SLOPE OF A DEEP SINK HOLE.  IT BEARS W (MAGNETIC).
 LX6081'
 LX6081'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX6081
 LX6081                          STATION RECOVERY (1948)
 LX6081
 LX6081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6081'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6888 ***********************************************************************
 LX6888  DESIGNATION -  BIELMANS GABLE
 LX6888  PID         -  LX6888
 LX6888  STATE/COUNTY-  CT/MIDDLESEX
 LX6888  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6888
 LX6888                         *CURRENT SURVEY CONTROL
 LX6888  ___________________________________________________________________
 LX6888* NAD 83(1996)-  41 33 04.77856(N)    072 32 37.58920(W)     ADJUSTED  
 LX6888* NAVD 88     -                                                        
 LX6888  ___________________________________________________________________
 LX6888  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LX6888  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6888
 LX6888  HORZ ORDER  -  THIRD
 LX6888
 LX6888.The horizontal coordinates were established by classical geodetic methods
 LX6888.and adjusted by the National Geodetic Survey in August 1998..
 LX6888
 LX6888
 LX6888.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6888
 LX6888.The geoid height was determined by GEOID03.
 LX6888
 LX6888;                    North         East     Units Scale Factor Converg.
 LX6888;SPC CT       -   232,160.131   322,005.717   MT  0.99998319   +0 08 12.3
 LX6888;SPC CT       -   761,678.70  1,056,447.09   sFT  0.99998319   +0 08 12.3
 LX6888;UTM  18      - 4,602,875.939   704,849.064   MT  1.00011643   +1 37 47.1
 LX6888
 LX6888                          SUPERSEDED SURVEY CONTROL
 LX6888
 LX6888  NAD 83(1992)-  41 33 04.77787(N)    072 32 37.58909(W) AD(       ) 4
 LX6888  NAD 83(1986)-  41 33 04.77966(N)    072 32 37.59134(W) AD(       ) 4
 LX6888  NAD 27      -  41 33 04.42200(N)    072 32 39.26800(W) AD(       ) 3
 LX6888
 LX6888.Superseded values are not recommended for survey control.
 LX6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6888.See file dsdata.txt to determine how the superseded data were derived.
 LX6888
 LX6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0484902876(NAD 83)
 LX6888
 LX6888  HISTORY     - Date     Condition        Report By
 LX6888  HISTORY     - 1934     MONUMENTED       CGS
 LX6888  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6888  HISTORY     - 19971125 GOOD             USPSQD
 LX6888
 LX6888                          STATION DESCRIPTION
 LX6888
 LX6888'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6888'THE SUMMER COTTAGE BELONGING TO LOUIS BIELMAN IS S OF THE ROAD
 LX6888'PASSING THE MIDDLE HADDAM SCHOOL AND ABOUT 0.3 MILE E OF ROUTE 151.
 LX6888'
 LX6888'THE LOCATION IS MARKED BY THE SHEER GRANITE FACE THAT DROPS
 LX6888'FOR ABOUT 20 FEET AT THE W SIDE OF THE COTTAGE PORCH.
 LX6888'
 LX6888'THE HOUSE IS A RAMBLING ONE-STORY BUILDING WITH A BROAD
 LX6888'PORCH ON THE S AND A NARROW ONE ON THE W.  A SMALL KITCHEN WING IS
 LX6888'ATTACHED TO THE NE CORNER.  ONE SHORT CHIMNEY WITH YELLOW FLUE
 LX6888'LINING SHOWS A LITTLE E OF THE MIDDLE OF THE HOUSE.  THE LOW
 LX6888'GABLES SHOW E AND W.
 LX6888'
 LX6888'CENTER IS THE APEX OF THE W GABLE.
 LX6888
 LX6888                          STATION RECOVERY (1948)
 LX6888
 LX6888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6888'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6888
 LX6888                          STATION RECOVERY (1997)
 LX6888
 LX6888'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2100 ***********************************************************************
 LX2100  DESIGNATION -  BIGELOW
 LX2100  PID         -  LX2100
 LX2100  STATE/COUNTY-  CT/TOLLAND
 LX2100  USGS QUAD   -  WESTFORD (1983)
 LX2100
 LX2100                         *CURRENT SURVEY CONTROL
 LX2100  ___________________________________________________________________
 LX2100* NAD 83(1986)-  41 59 35.     (N)    072 09 20.     (W)     SCALED    
 LX2100* NAVD 88     -       307.828  (meters)    1009.93   (feet)  ADJUSTED  
 LX2100  ___________________________________________________________________
 LX2100  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX2100  DYNAMIC HT  -         307.727 (meters)    1009.60  (feet)  COMP
 LX2100  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX2100
 LX2100  VERT ORDER  -  FIRST     CLASS II
 LX2100
 LX2100.The horizontal coordinates were scaled from a topographic map and have
 LX2100.an estimated accuracy of +/- 6 seconds.
 LX2100
 LX2100.The orthometric height was determined by differential leveling
 LX2100.and adjusted by the National Geodetic Survey in June 1991..
 LX2100
 LX2100.The geoid height was determined by GEOID03.
 LX2100
 LX2100.The dynamic height is computed by dividing the NAVD 88
 LX2100.geopotential number by the normal gravity value computed on the
 LX2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2100.degrees latitude (g = 980.6199 gals.).
 LX2100
 LX2100.The modeled gravity was interpolated from observed gravity values.
 LX2100
 LX2100;                    North         East    Units  Estimated Accuracy
 LX2100;SPC CT       -   281,370.      354,060.      MT  (+/- 180 meters Scaled)
 LX2100
 LX2100                          SUPERSEDED SURVEY CONTROL
 LX2100
 LX2100.No superseded survey control is available for this station.
 LX2100
 LX2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM356529(NAD 83)
 LX2100_MARKER: DS = TRIANGULATION STATION DISK
 LX2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2100_SP_SET: CONCRETE POST
 LX2100_STAMPING: BIGELOW 1977
 LX2100_MARK LOGO: NGS   
 LX2100_PROJECTION: FLUSH
 LX2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2100+STABILITY: SURFACE MOTION
 LX2100
 LX2100  HISTORY     - Date     Condition        Report By
 LX2100  HISTORY     - 1977     MONUMENTED       NGS
 LX2100  HISTORY     - 1984     GOOD             NGS
 LX2100
 LX2100                          STATION DESCRIPTION
 LX2100
 LX2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2100'0.4 KM (0.25 MI) NORTH FROM UNION.
 LX2100'0.4 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2100'CHURCH OF UNION IN UNION TO THE MARK ON THE RIGHT, 7.77 METERS
 LX2100'(25.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 14.11 METERS
 LX2100'(46.3 FT) SOUTHWEST OF UTILITY POLE 197, 7.32 METERS (24.0 FT)
 LX2100'NORTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY.
 LX2100'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 LX2100'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4709 ***********************************************************************
 LX4709  DESIGNATION -  BIGELOW
 LX4709  PID         -  LX4709
 LX4709  STATE/COUNTY-  CT/TOLLAND
 LX4709  USGS QUAD   -  WESTFORD (1983)
 LX4709
 LX4709                         *CURRENT SURVEY CONTROL
 LX4709  ___________________________________________________________________
 LX4709* NAD 83(1996)-  41 59 35.43901(N)    072 09 21.18680(W)     ADJUSTED  
 LX4709* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 LX4709  ___________________________________________________________________
 LX4709  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 LX4709  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX4709
 LX4709  HORZ ORDER  -  SECOND
 LX4709
 LX4709.The horizontal coordinates were established by classical geodetic methods
 LX4709.and adjusted by the National Geodetic Survey in August 1998..
 LX4709
 LX4709.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4709
 LX4709.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4709
 LX4709.The geoid height was determined by GEOID03.
 LX4709
 LX4709;                    North         East     Units Scale Factor Converg.
 LX4709;SPC CT       -   281,384.345   354,029.092   MT  1.00001526   +0 23 38.2
 LX4709;SPC CT       -   923,175.14  1,161,510.45   sFT  1.00001526   +0 23 38.2
 LX4709;UTM  18      - 4,652,932.293   735,578.280   MT  1.00028294   +1 54 13.3
 LX4709
 LX4709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4709!SPC CT       -   0.99995620  x   1.00001526  =   0.99997146
 LX4709!UTM  18      -   0.99995620  x   1.00028294  =   1.00023913
 LX4709
 LX4709|---------------------------------------------------------------------|
 LX4709| PID    Reference Object                     Distance      Geod. Az  |
 LX4709|                                                           dddmmss.s |
 LX4709| LX4707 1934 X                               80.652 METERS 04017     |
 LX4709| LX4708 BIGELOW RM 1                         11.814 METERS 06126     |
 LX4709| CZ7051 BIGELOW RM 2                         13.525 METERS 19002     |
 LX4709| LX4703 BALD HILL RM 3                      APPROX. 4.1 KM 2390059.8 |
 LX4709|---------------------------------------------------------------------|
 LX4709
 LX4709                          SUPERSEDED SURVEY CONTROL
 LX4709
 LX4709  NAD 83(1996)-  41 59 35.43882(N)    072 09 21.18683(W) AD(       ) 2
 LX4709  NAD 83(1992)-  41 59 35.43898(N)    072 09 21.18676(W) AD(       ) 2
 LX4709  NAD 83(1992)-  41 59 35.43919(N)    072 09 21.18697(W) AD(       ) 2
 LX4709  NAD 83(1986)-  41 59 35.44036(N)    072 09 21.18648(W) AD(       ) 2
 LX4709  NAD 27      -  41 59 35.09012(N)    072 09 22.91072(W) AD(       ) 2
 LX4709  NGVD 29 (07/19/86)  308.4    (m)         1012.     (f) VERT ANG       
 LX4709
 LX4709.Superseded values are not recommended for survey control.
 LX4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4709.See file dsdata.txt to determine how the superseded data were derived.
 LX4709
 LX4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3557852932(NAD 83)
 LX4709_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4709+STABILITY: SURFACE MOTION
 LX4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4709+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 LX4709
 LX4709  HISTORY     - Date     Condition        Report By
 LX4709  HISTORY     - 1977     MONUMENTED       NGS
 LX4709  HISTORY     - 20050517 GOOD             GEOCAC
 LX4709
 LX4709                          STATION DESCRIPTION
 LX4709
 LX4709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4709'THE STATION IS ABOUT 2-3/4 MILES SOUTH OF THE
 LX4709'MASSACHUSETTS-CONNECTICUT STATE LINE, 2 MILES WEST-NORTHWEST
 LX4709'OF THE JUNCTION OF STATE HIGHWAY 197 AND STATE HIGHWAY 171,
 LX4709'1-3/4 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 190
 LX4709'AND INTERSTATE 86, (EXIT 105), AND ON RIGHT-OF-WAY
 LX4709'OF STATE HIGHWAY 190.
 LX4709'
 LX4709'TO REACH THE STATION FROM THE JUNCTION OF I-86 AND STATE
 LX4709'HIGHWAY 190, (EXIT 105), ABOUT 6-1/2 MILES EAST-NORTHEAST OF
 LX4709'STAFFORD SPRINGS, GO NORTHEAST ON STATE HIGHWAY 190 FOR 1.9
 LX4709'MILES TO THE STATION ON THE RIGHT.  CONTINUE NORTHEAST ON
 LX4709'HIGHWAY 190 FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAYS 190
 LX4709'AND 171 AND THE 1934X CTGS MARK ON THE RIGHT.
 LX4709'
 LX4709'STATION MARKS, STAMPED---BIGELOW 1977---, ARE STANDARD DISKS.
 LX4709'THE SURFACE DISK IS
 LX4709'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 LX4709'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE
 LX4709'AND THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 LX4709'CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX4709'THEY ARE 44
 LX4709'FEET SOUTHWEST OF POWERLINE POLE NUMBER 197, 24 FEET
 LX4709'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 16 FEET NORTH OF A
 LX4709'14-INCH OAK TREE, 25.9 FEET SOUTHEAST OF THE CENTERLINE
 LX4709'OF HIGHWAY 190 AND IN THE EDGE OF A DITCH.
 LX4709'A 30-INCH STEEL ROD WAS EMBEDDED IN THE MARK.
 LX4709'
 LX4709'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION MARK
 LX4709'DISK, STAMPED---1934X---, IS SET IN THE TOP OF A 6-INCH SQUARE
 LX4709'CONCRETE POST AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 LX4709'IS 52 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 171,
 LX4709'32.5 FEET SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 190,
 LX4709'8.5 FEET SOUTHEAST OF POWERLINE POLE NUMBER 198 AND 5 FEET
 LX4709'NORTHWEST OF A HEDGEROW.
 LX4709'
 LX4709'REFERENCE MARK 1, STAMPED---BIGELOW NO 1 1977---, IS A STANDARD
 LX4709'DISK CEMENTED IN A DRILL HOLE IN A 3-FOOT DIAMETER BOULDER
 LX4709'AND PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 LX4709'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 190, 18 FEET SOUTH OF
 LX4709'POWERLINE POLE NUMBER 197, 57.5 FEET NORTHEAST OF THE
 LX4709'CENTER OF THE DRIVEWAY AND 6 FEET WEST OF A 16-INCH OAK TREE.
 LX4709'
 LX4709'REFERENCE MARK 2, STAMPED---BIGELOW NO 2 1977---, IS A STANDARD
 LX4709'DISK CEMENTED IN A DRILL HOLE IN A 3-FOOT DIAMETER BOULDER
 LX4709'AND PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 47 FEET
 LX4709'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 190, 17.5 FEET SOUTHWEST
 LX4709'OF THE CENTER OF THE DRIVEWAY, 10 FEET NORTHWEST OF THE EDGE
 LX4709'OF A LAWN, 4 FEET EAST OF A 10-INCH WILD CHERRY TREE.
 LX4709'
 LX4709'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX4709'
 LX4709'NO MEASUREMENTS WERE TAKEN BETWEEN REFERENCE MARKS DUE TO TREES
 LX4709'ON LINE.
 LX4709'
 LX4709'DESCRIBED BY R.S. MOODY
 LX4709
 LX4709                          STATION RECOVERY (2005)
 LX4709
 LX4709'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX4709'FOUND STATON AND RM'S 1 AND 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5851 ***********************************************************************
 LX5851  DESIGNATION -  BILLOW
 LX5851  PID         -  LX5851
 LX5851  STATE/COUNTY-  CT/NEW LONDON
 LX5851  USGS QUAD   -  OLD LYME (1976)
 LX5851
 LX5851                         *CURRENT SURVEY CONTROL
 LX5851  ___________________________________________________________________
 LX5851* NAD 83(1996)-  41 17 03.64793(N)    072 16 16.09914(W)     ADJUSTED  
 LX5851* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5851  ___________________________________________________________________
 LX5851  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LX5851  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX5851
 LX5851  HORZ ORDER  -  THIRD
 LX5851
 LX5851.The horizontal coordinates were established by classical geodetic methods
 LX5851.and adjusted by the National Geodetic Survey in August 1998..
 LX5851
 LX5851.The orthometric height was scaled from a topographic map.
 LX5851
 LX5851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5851
 LX5851.The geoid height was determined by GEOID03.
 LX5851
 LX5851;                    North         East     Units Scale Factor Converg.
 LX5851;SPC CT       -   202,599.754   344,915.550   MT  0.99999256   +0 19 03.0
 LX5851;SPC CT       -   664,696.03  1,131,610.43   sFT  0.99999256   +0 19 03.0
 LX5851;SPC NY L     -   125,547.642   444,825.166   MT  1.00002358   +1 07 50.9
 LX5851;SPC NY L     -   411,900.89  1,459,397.23   sFT  1.00002358   +1 07 50.9
 LX5851;UTM  18      - 4,573,915.098   728,523.613   MT  1.00024275   +1 48 04.6
 LX5851
 LX5851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5851!SPC CT       -   1.00000469  x   0.99999256  =   0.99999725
 LX5851!SPC NY L     -   1.00000469  x   1.00002358  =   1.00002827
 LX5851!UTM  18      -   1.00000469  x   1.00024275  =   1.00024744
 LX5851
 LX5851|---------------------------------------------------------------------|
 LX5851| PID    Reference Object                     Distance      Geod. Az  |
 LX5851|                                                           dddmmss.s |
 LX5851| CZ7052 BILLOW RM 1                          20.230 METERS 06438     |
 LX5851| CZ7053 BILLOW RM 2                          29.630 METERS 11337     |
 LX5851| LX5831 HAWKS NEST BEACH WINDMILL           APPROX. 1.1 KM 2583250.9 |
 LX5851| LX5828 SOUNDVIEW WINDMILL                  APPROX. 0.6 KM 2960937.2 |
 LX5851| LX5829 SOUNDVIEW OLD WINDMILL              457.358 METERS 3231412.3 |
 LX5851|---------------------------------------------------------------------|
 LX5851
 LX5851                          SUPERSEDED SURVEY CONTROL
 LX5851
 LX5851  NAD 83(1992)-  41 17 03.64684(N)    072 16 16.09880(W) AD(       ) 3
 LX5851  NAD 83(1986)-  41 17 03.64876(N)    072 16 16.10227(W) AD(       ) 3
 LX5851  NAD 27      -  41 17 03.30000(N)    072 16 17.81700(W) AD(       ) 3
 LX5851
 LX5851.Superseded values are not recommended for survey control.
 LX5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5851.See file dsdata.txt to determine how the superseded data were derived.
 LX5851
 LX5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2852473915(NAD 83)
 LX5851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5851_SETTING: 80 = SET IN A BOULDER
 LX5851_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5851+STABILITY: SURFACE MOTION
 LX5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5851+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 LX5851
 LX5851  HISTORY     - Date     Condition        Report By
 LX5851  HISTORY     - 1934     MONUMENTED       CGS
 LX5851  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5851  HISTORY     - 20011015 POOR             USPSQD
 LX5851  HISTORY     - 20020205 GOOD             USPSQD
 LX5851  HISTORY     - 20030507 GOOD             USPSQD
 LX5851
 LX5851                          STATION DESCRIPTION
 LX5851
 LX5851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5851'THE STATION IS IN A LARGE BOULDER AT THE E END OF OLD LYME SHORES
 LX5851'BEACH AND DIRECTLY IN FRONT OF BILLOW STREET AND IS 0.3 MILE FROM
 LX5851'THE INTERSECTION OF BILLOW STREET AND CONNECTICUT ROUTE 156
 LX5851'(SHORE ROAD).  THE STATION IS A STANDARD DISK SET IN A BOULDER
 LX5851'ABOUT 8 FEET HIGH AND SURROUNDED BY WATER AT HIGH TIDE.  AT THIS
 LX5851'POINT THE SHORE IS SOLID LEDGE.
 LX5851'
 LX5851'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX5851'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NO. 1 AND
 LX5851'REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 LX5851'BEDROCK AS DESCRIBED IN NOTES 12A.
 LX5851'
 LX5851'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN LEDGE ON THE
 LX5851'BEACH.  REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN LEDGE ON
 LX5851'THE BEACH NE OF THE STATION.
 LX5851
 LX5851                          STATION RECOVERY (1968)
 LX5851
 LX5851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5851'RECOVERED STATION AND REFERENCE MARKS IN GOOD CONDITION.  PUBLISHED
 LX5851'DESCRIPTION IS ADEQUATE.
 LX5851
 LX5851                          STATION RECOVERY (2001)
 LX5851
 LX5851'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5851'RM 1 FAIR CONDITION RM 2 COMPETELY WORN
 LX5851
 LX5851                          STATION RECOVERY (2002)
 LX5851
 LX5851'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LX5851'STA, RM1, RM2 - WATER ACTION OVER RM1 AND RM2 HAS OBLITERATED THE
 LX5851'STAMPINGS.
 LX5851
 LX5851                          STATION RECOVERY (2003)
 LX5851
 LX5851'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX5851' 
 LX5851' 
 LX5851' 
 LX5851' 
 LX5851' 
 LX5851' 
 LX5851' 
 LX5851' 
 LX5851' 
 LX5851' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6077 ***********************************************************************
 LX6077  DESIGNATION -  BINGHAM HOUSE GABLE
 LX6077  PID         -  LX6077
 LX6077  STATE/COUNTY-  CT/MIDDLESEX
 LX6077  USGS QUAD   -  DEEP RIVER (1971)
 LX6077
 LX6077                         *CURRENT SURVEY CONTROL
 LX6077  ___________________________________________________________________
 LX6077* NAD 83(1996)-  41 28 46.63068(N)    072 27 22.79810(W)     ADJUSTED  
 LX6077* NAVD 88     -                                                        
 LX6077  ___________________________________________________________________
 LX6077  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LX6077  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6077
 LX6077  HORZ ORDER  -  THIRD
 LX6077
 LX6077.The horizontal coordinates were established by classical geodetic methods
 LX6077.and adjusted by the National Geodetic Survey in August 1998..
 LX6077
 LX6077
 LX6077.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6077
 LX6077.The geoid height was determined by GEOID03.
 LX6077
 LX6077;                    North         East     Units Scale Factor Converg.
 LX6077;SPC CT       -   224,217.271   329,327.931   MT  0.99998358   +0 11 41.0
 LX6077;SPC CT       -   735,619.50  1,080,470.05   sFT  0.99998358   +0 11 41.0
 LX6077;UTM  18      - 4,595,125.226   712,376.737   MT  1.00015510   +1 41 07.6
 LX6077
 LX6077                          SUPERSEDED SURVEY CONTROL
 LX6077
 LX6077  NAD 83(1992)-  41 28 46.62992(N)    072 27 22.79787(W) AD(       ) 4
 LX6077  NAD 83(1986)-  41 28 46.63163(N)    072 27 22.80036(W) AD(       ) 4
 LX6077  NAD 27      -  41 28 46.27100(N)    072 27 24.50400(W) AD(       ) 3
 LX6077
 LX6077.Superseded values are not recommended for survey control.
 LX6077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6077.See file dsdata.txt to determine how the superseded data were derived.
 LX6077
 LX6077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1237795125(NAD 83)
 LX6077
 LX6077  HISTORY     - Date     Condition        Report By
 LX6077  HISTORY     - 1934     MONUMENTED       CGS
 LX6077  HISTORY     - 19900407 GOOD             USPSQD
 LX6077
 LX6077                          STATION DESCRIPTION
 LX6077
 LX6077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6077'THIS PLACE IS THE PROPERTY OF MRS. F.B. KEECH.  IT IS LOCATED ON
 LX6077'THE N SIDE OF QUICK ROW, THE ORIGINAL ROAD BETWEEN EAST HADDAM
 LX6077'AND LITTLE HADDAM.
 LX6077'
 LX6077'THE MAIN HOUSE IS A PLAIN RECTANGULAR BUILDING PAINTED WHITE WITH
 LX6077'GREEN SHUTTERS.  THE W WALL OF A 1 1/2-STORY WING COINCIDES WITH
 LX6077'THE W END OF THE MAIN HOUSE.  THE WING COVERS HALF THE LENGTH OF
 LX6077'THE HOUSE ON THE N SIDE.  THE ROOF OF THE WING HAS THREE DORMER
 LX6077'WINDOWS IN EACH SIDE OF THE ROOF.  THE W END OF THE MAIN HOUSE
 LX6077'HAS FIVE WINDOWS, ONE BEING IN THE GABLE.  THERE IS A SINGLE
 LX6077'LARGE RED-BRICK CHIMNEY IN THE MIDDLE OF THE MAIN ROOF.
 LX6077'
 LX6077'CENTER IS THE APEX OF THE W GABLE.
 LX6077
 LX6077                          STATION RECOVERY (1990)
 LX6077
 LX6077'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5020 ***********************************************************************
 LX5020  DESIGNATION -  BIRCH
 LX5020  PID         -  LX5020
 LX5020  STATE/COUNTY-  CT/HARTFORD
 LX5020  USGS QUAD   -  ROCKVILLE (1984)
 LX5020
 LX5020                         *CURRENT SURVEY CONTROL
 LX5020  ___________________________________________________________________
 LX5020* NAD 83(1996)-  41 45 18.80830(N)    072 29 08.53284(W)     ADJUSTED  
 LX5020* NAVD 88     -       226.9    (meters)     744.     (feet)  VERTCON   
 LX5020  ___________________________________________________________________
 LX5020  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 LX5020  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX5020
 LX5020  HORZ ORDER  -  FIRST
 LX5020
 LX5020.The horizontal coordinates were established by classical geodetic methods
 LX5020.and adjusted by the National Geodetic Survey in August 1998..
 LX5020
 LX5020.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5020
 LX5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5020
 LX5020.The geoid height was determined by GEOID03.
 LX5020
 LX5020;                    North         East     Units Scale Factor Converg.
 LX5020;SPC CT       -   254,819.049   326,781.247   MT  0.99999060   +0 10 30.9
 LX5020;SPC CT       -   836,018.83  1,072,114.81   sFT  0.99999060   +0 10 30.9
 LX5020;UTM  18      - 4,625,655.052   709,031.852   MT  1.00013772   +1 40 30.0
 LX5020
 LX5020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5020!SPC CT       -   0.99996904  x   0.99999060  =   0.99995964
 LX5020!UTM  18      -   0.99996904  x   1.00013772  =   1.00010676
 LX5020
 LX5020|---------------------------------------------------------------------|
 LX5020| PID    Reference Object                     Distance      Geod. Az  |
 LX5020|                                                           dddmmss.s |
 LX5020| CZ7054 BIRCH RM 1                           22.697 METERS 15043     |
 LX5020| LX4938 GLASTONBURY MICROWAVE TOWER         APPROX. 5.2 KM 1681902.8 |
 LX5020| LX4929 LOUIS                               APPROX. 5.6 KM 1683941.3 |
 LX5020| LX5022 BIRCH RM 3                           52.350 METERS 21901     |
 LX5020| LX5021 BIRCH RM 3 TPT                       36.244 METERS 21902     |
 LX5020| CZ7055 BIRCH RM 2                           24.316 METERS 21953     |
 LX5020| LX6595 MANCHESTER EMANUEL LUTH CH          APPROX. 3.8 KM 3011048.8 |
 LX5020| LX6597 MANCHESTER ST BRIDGET CH SPIRE      APPROX. 5.2 KM 3210723.9 |
 LX5020|---------------------------------------------------------------------|
 LX5020
 LX5020                          SUPERSEDED SURVEY CONTROL
 LX5020
 LX5020  NAD 83(1996)-  41 45 18.80785(N)    072 29 08.53289(W) AD(       ) 1
 LX5020  NAD 83(1992)-  41 45 18.80803(N)    072 29 08.53299(W) AD(       ) 1
 LX5020  NAD 83(1992)-  41 45 18.80917(N)    072 29 08.53417(W) AD(       ) 1
 LX5020  NAD 83(1986)-  41 45 18.80962(N)    072 29 08.53411(W) AD(       ) 1
 LX5020  NAD 27      -  41 45 18.45248(N)    072 29 10.22699(W) AD(       ) 1
 LX5020  NGVD 29 (07/19/86)  227.1    (m)          745.     (f) VERT ANG       
 LX5020
 LX5020.Superseded values are not recommended for survey control.
 LX5020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5020.See file dsdata.txt to determine how the superseded data were derived.
 LX5020
 LX5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0903225655(NAD 83)
 LX5020_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5020_SETTING: 66 = SET IN ROCK OUTCROP
 LX5020_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5020+STABILITY: POSITION/ELEVATION WELL
 LX5020
 LX5020  HISTORY     - Date     Condition        Report By
 LX5020  HISTORY     - 1978     MONUMENTED       NGS
 LX5020
 LX5020                          STATION DESCRIPTION
 LX5020
 LX5020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX5020'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF BOLTON,
 LX5020'2 MILES SOUTHEAST OF MANCHESTER, 1 MILE WEST
 LX5020'OF THE HARTFORD-TOLLAND COUNTY LINE
 LX5020'AND ON PROPERTY OWNED BY THE CITY OF
 LX5020'MANCHESTER.  PERMISSION WAS GRANTED BY MR. ERNEST J. TURECK,
 LX5020'SUPERINTENDENT AND TREE WARDEN, PARKS DEPARTMENT, 41 CENTER
 LX5020'STREET, MANCHESTER, CONNECTICUT, 06040.  PHONE NUMBER 649-5281
 LX5020'EXTENSION 248.
 LX5020'
 LX5020'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 6
 LX5020'AND 44A AND STATE HIGHWAY 83 IN MANCHESTER, GO EAST ON U.S.
 LX5020'HIGHWAYS 6 AND 44A FOR 0.45 MILE TO A FORK.  BEAR RIGHT, AND
 LX5020'GO SOUTHEAST ON PORTER STREET FOR 1.15 MILES TO A FORK.  BEAR
 LX5020'RIGHT, AND GO SOUTH ON WYLLYS STREET FOR 0.35 MILE TO THE
 LX5020'CENTER OF THE OVERPASS OVER INTERSTATE 84.  CONTINUE AHEAD FOR
 LX5020'0.05 MILE TO WHERE SPRING STREET STARTS.  CONTINUE AHEAD ON
 LX5020'SPRING STREET FOR 0.2 MILE TO A FORK.  KEEP LEFT, AND GO
 LX5020'SOUTHERLY ON SPRING STREET FOR 0.05 MILE TO A SIDE ROAD LEFT.
 LX5020'TURN LEFT AND GO 100 FEET TO A LOCKED GATE.
 LX5020'PASS THROUGH THE LOCKED GATE,
 LX5020'AND GO UPHILL ON THE WINDING ROAD FOR 0.65 MILE TO A FORK,
 LX5020'(CONTINUE AHEAD FOR 150 FEET TO REFERENCE MARK
 LX5020'3 ON THE RIGHT.)
 LX5020'KEEP LEFT, AND GO UPHILL FOR 150 FEET TO THE HIGHEST
 LX5020'POINT AND THE STATION AS DESCRIBED.
 LX5020'
 LX5020'THE STATION MARK, STAMPED---BIRCH 1978---, IS A STANDARD DISK
 LX5020'CEMENTED IN A DRILL HOLE IN A LARGE MASS OF BEDROCK,
 LX5020'WHICH IS 10 INCHES BELOW THE GROUND SURFACE.
 LX5020'IT IS 43.5 FEET NORTH OF A 20-INCH TWIN TRUNKED OAK TREE, 37
 LX5020'FEET SOUTHWEST OF A 12-INCH OAK TREE, AND 36.5 FEET EAST OF
 LX5020'THE MOST EASTWARD PARK BENCH CEMENTED IN THE GROUND.
 LX5020'
 LX5020'REFERENCE MARK 1, STAMPED---BIRCH NO 1 1978---, IS A STANDARD
 LX5020'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK EXPOSED
 LX5020'17 BY 35 INCHES AND PROJECTING 1 INCH ABOVE THE GROUND
 LX5020'SURFACE.  IT IS 31.5 FEET SOUTH-SOUTHEAST OF A TWIN TRUNKED
 LX5020'OAK TREE, 14.6 FEET SOUTHEAST OF AN 18-INCH OAK TREE AND
 LX5020'8.5 FEET WEST OF A 20-INCH OAK TREE.
 LX5020'
 LX5020'REFERENCE MARK 2, STAMPED---BIRCH NO 2 1978---, IS A STANDARD
 LX5020'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 LX5020'68 FEET WEST-SOUTHWEST OF A TWIN TRUNKED OAK TREE, 12 FEET
 LX5020'NORTH OF A 5-INCH PINE TREE AND 10 FEET SOUTH-SOUTHEAST OF A
 LX5020'5-INCH PINE TREE.
 LX5020'
 LX5020'REFERENCE MARK 3, STAMPED---BIRCH NO 3 1978---, IS A STANDARD
 LX5020'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 8 FOOT EXPOSED PORTION
 LX5020'OF OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.
 LX5020'IT IS 38 FEET SOUTHEAST OF A 20-INCH OAK TREE, 15 FEET
 LX5020'SOUTH-SOUTHEAST OF A DIRT ROAD LEADING WEST AND 10 FEET
 LX5020'WEST-SOUTHWEST OF AN 8-INCH MULBERRY TREE.
 LX5020'
 LX5020'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 LX5020'
 LX5020'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5022 ***********************************************************************
 LX5022  DESIGNATION -  BIRCH RM 3
 LX5022  PID         -  LX5022
 LX5022  STATE/COUNTY-  CT/HARTFORD
 LX5022  USGS QUAD   -  ROCKVILLE (1984)
 LX5022
 LX5022                         *CURRENT SURVEY CONTROL
 LX5022  ___________________________________________________________________
 LX5022* NAD 83(1996)-  41 45 17.49003(N)    072 29 09.95950(W)     ADJUSTED  
 LX5022* NAVD 88     -       224.5    (meters)     737.     (feet)  VERTCON   
 LX5022  ___________________________________________________________________
 LX5022  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 LX5022  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX5022
 LX5022  HORZ ORDER  -  SECOND
 LX5022
 LX5022.The horizontal coordinates were established by classical geodetic methods
 LX5022.and adjusted by the National Geodetic Survey in August 1998..
 LX5022
 LX5022.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5022
 LX5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5022
 LX5022.The geoid height was determined by GEOID03.
 LX5022
 LX5022;                    North         East     Units Scale Factor Converg.
 LX5022;SPC CT       -   254,778.277   326,748.413   MT  0.99999058   +0 10 29.9
 LX5022;SPC CT       -   835,885.06  1,072,007.08   sFT  0.99999058   +0 10 29.9
 LX5022;UTM  18      - 4,625,613.428   709,000.092   MT  1.00013755   +1 40 29.0
 LX5022
 LX5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5022!SPC CT       -   0.99996942  x   0.99999058  =   0.99996000
 LX5022!UTM  18      -   0.99996942  x   1.00013755  =   1.00010696
 LX5022
 LX5022                          SUPERSEDED SURVEY CONTROL
 LX5022
 LX5022  NAD 83(1996)-  41 45 17.48958(N)    072 29 09.95955(W) AD(       ) 2
 LX5022  NAD 83(1992)-  41 45 17.48976(N)    072 29 09.95965(W) AD(       ) 2
 LX5022  NAD 83(1992)-  41 45 17.49090(N)    072 29 09.96083(W) AD(       ) 2
 LX5022  NAD 83(1986)-  41 45 17.49135(N)    072 29 09.96077(W) AD(       ) 2
 LX5022  NAD 27      -  41 45 17.13419(N)    072 29 11.65359(W) AD(       ) 2
 LX5022  NGVD 29 (07/19/86)  224.7    (m)          737.     (f) VERT ANG       
 LX5022
 LX5022.Superseded values are not recommended for survey control.
 LX5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5022.See file dsdata.txt to determine how the superseded data were derived.
 LX5022
 LX5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0900025613(NAD 83)
 LX5022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5022+STABILITY: SURFACE MOTION
 LX5022
 LX5022  HISTORY     - Date     Condition        Report By
 LX5022  HISTORY     - 1978     MONUMENTED       NGS
 LX5022
 LX5022                          STATION DESCRIPTION
 LX5022
 LX5022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX5022'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF BOLTON,
 LX5022'2 MILES SOUTHEAST OF MANCHESTER, 1 MILE WEST
 LX5022'OF THE HARTFORD-TOLLAND COUNTY LINE
 LX5022'AND ON PROPERTY OWNED BY THE CITY OF
 LX5022'MANCHESTER.  PERMISSION WAS GRANTED BY MR. ERNEST J. TURECK,
 LX5022'SUPERINTENDENT AND TREE WARDEN, PARKS DEPARTMENT, 41 CENTER
 LX5022'STREET, MANCHESTER, CONNECTICUT, 06040.  PHONE NUMBER 649-5281
 LX5022'EXTENSION 248.
 LX5022'
 LX5022'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX5022'BIRCH, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX5022'
 LX5022'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 6
 LX5022'AND 44A AND STATE HIGHWAY 83 IN MANCHESTER, GO EAST ON U.S.
 LX5022'HIGHWAYS 6 AND 44A FOR 0.45 MILE TO A FORK.  BEAR RIGHT, AND
 LX5022'GO SOUTHEAST ON PORTER STREET FOR 1.15 MILES TO A FORK.  BEAR
 LX5022'RIGHT, AND GO SOUTH ON WYLLYS STREET FOR 0.35 MILE TO THE
 LX5022'CENTER OF THE OVERPASS OVER INTERSTATE 84.  CONTINUE AHEAD FOR
 LX5022'0.05 MILE TO WHERE SPRING STREET STARTS.  CONTINUE AHEAD ON
 LX5022'SPRING STREET FOR 0.2 MILE TO A FORK.  KEEP LEFT, AND GO
 LX5022'SOUTHERLY ON SPRING STREET FOR 0.05 MILE TO A SIDE ROAD LEFT.
 LX5022'TURN LEFT AND GO 100 FEET TO A LOCKED GATE.
 LX5022'PASS THROUGH THE LOCKED GATE,
 LX5022'AND GO UPHILL ON THE WINDING ROAD FOR 0.65 MILE TO A FORK,
 LX5022'CONTINUE AHEAD FOR 150 FEET TO THE STATION ON THE LEFT,
 LX5022'JUST BEFORE REACHING THE HIGHEST POINT OF THE HILL.
 LX5022'
 LX5022'THE STATION MARK IS A STANDARD REFERENCE MARK DISK,
 LX5022'STAMPED---BIRCH NO 3 1978---,
 LX5022'CEMENTED IN A DRILL HOLE IN A 2 BY 8 FOOT EXPOSED PORTION
 LX5022'OF OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.
 LX5022'IT IS 38 FEET SOUTHEAST OF A 20-INCH OAK TREE, 15 FEET
 LX5022'SOUTH-SOUTHEAST OF A DIRT ROAD LEADING WEST AND 10 FEET
 LX5022'WEST-SOUTHWEST OF AN 8-INCH MULBERRY TREE.
 LX5022'
 LX5022'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 LX5022'
 LX5022'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6983 ***********************************************************************
 LX6983  DESIGNATION -  BISHEL
 LX6983  PID         -  LX6983
 LX6983  STATE/COUNTY-  CT/MIDDLESEX
 LX6983  USGS QUAD   -  MIDDLETOWN (1992)
 LX6983
 LX6983                         *CURRENT SURVEY CONTROL
 LX6983  ___________________________________________________________________
 LX6983* NAD 83(1996)-  41 32 40.24288(N)    072 37 35.84087(W)     ADJUSTED  
 LX6983* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 LX6983  ___________________________________________________________________
 LX6983  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX6983  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX6983
 LX6983  HORZ ORDER  -  SECOND
 LX6983
 LX6983.The horizontal coordinates were established by classical geodetic methods
 LX6983.and adjusted by the National Geodetic Survey in August 1998..
 LX6983
 LX6983.The orthometric height was scaled from a topographic map.
 LX6983
 LX6983.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6983
 LX6983.The geoid height was determined by GEOID03.
 LX6983
 LX6983;                    North         East     Units Scale Factor Converg.
 LX6983;SPC CT       -   231,390.006   315,094.927   MT  0.99998316   +0 04 54.5
 LX6983;SPC CT       -   759,152.04  1,033,773.94   sFT  0.99998316   +0 04 54.5
 LX6983;UTM  18      - 4,601,925.921   697,959.884   MT  1.00008228   +1 34 28.3
 LX6983
 LX6983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6983!SPC CT       -   0.99999325  x   0.99998316  =   0.99997641
 LX6983!UTM  18      -   0.99999325  x   1.00008228  =   1.00007552
 LX6983
 LX6983|---------------------------------------------------------------------|
 LX6983| PID    Reference Object                     Distance      Geod. Az  |
 LX6983|                                                           dddmmss.s |
 LX6983| CZ7056 BISHEL RM 1                          20.872 METERS 02034     |
 LX6983| LX6933 MIDDLETOWN WCNX MAST                APPROX. 1.6 KM 0214552.2 |
 LX6983| LX6837 PORTLAND ROSE HILL SCH CUPOLA       APPROX. 6.6 KM 0214659.9 |
 LX6983| LX6833 EUREKA SPOIL BANK NORTH             APPROX. 6.2 KM 0275753.8 |
 LX6983| LX6828 EUREKA SPOIL BANK SOUTH             APPROX. 6.1 KM 0293704.3 |
 LX6983| LX6817 VICCHITTOS BARN VENT                APPROX. 1.3 KM 1135000.4 |
 LX6983| LX7001 BISHEL RM 3                           8.348 METERS 12020     |
 LX6983| CZ7057 BISHEL RM 2                          18.759 METERS 12849     |
 LX6983| LX7003 BUCHALTER                           APPROX. 5.1 KM 2110754.2 |
 LX6983| LX6948 CHARLES BRAINARDS CUPOLA            APPROX. 1.3 KM 2541854.4 |
 LX6983| LX6981 LONG LANE STATE FARM TOWER          APPROX. 3.2 KM 2731814.1 |
 LX6983| LX6980 LONG LANE STATE FARM CHAPEL         APPROX. 3.2 KM 2751414.3 |
 LX6983| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX. 2.7 KM 3102425.1 |
 LX6983| LX6970 MIDDLETOWN CATH CHURCH SPIRE        APPROX. 3.3 KM 3175832.4 |
 LX6983|---------------------------------------------------------------------|
 LX6983
 LX6983                          SUPERSEDED SURVEY CONTROL
 LX6983
 LX6983  NAD 83(1992)-  41 32 40.24217(N)    072 37 35.84083(W) AD(       ) 2
 LX6983  NAD 83(1986)-  41 32 40.24417(N)    072 37 35.84292(W) AD(       ) 2
 LX6983  NAD 27      -  41 32 39.88763(N)    072 37 37.51234(W) AD(       ) 2
 LX6983
 LX6983.Superseded values are not recommended for survey control.
 LX6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6983.See file dsdata.txt to determine how the superseded data were derived.
 LX6983
 LX6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9796001926(NAD 83)
 LX6983_MARKER: Z = SEE DESCRIPTION
 LX6983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6983
 LX6983  HISTORY     - Date     Condition        Report By
 LX6983  HISTORY     - 1935     MONUMENTED       CGS
 LX6983  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LX6983  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX6983  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX6983  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6983
 LX6983                          STATION DESCRIPTION
 LX6983
 LX6983'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6983'THE STATION IS REACHED FROM THE INTERSECTION OF UNION AND SUMMER
 LX6983'STREETS IN MIDDLETOWN, GO SOUTHERLY ON SUMMER STREET, ROUTE 9, 1.4
 LX6983'MILES.  THE STATION IS ON THE HILL EASTERLY OF THIS POINT.  THE
 LX6983'HILL IS IN THE SOUTH FARMS SECTION OF MIDDLETOWN AND IS KNOWN
 LX6983'LOCALLY AS TRYON HILL.  THERE IS AN APPLE ORCHARD ON THE SIDE OF
 LX6983'THE NEXT HILL S OF THE STATION.  THE INSANE ASYLUM IS NORTHERLY OF
 LX6983'THE STATION.  THE STATION IS MARKED BY A STANDARD DISK SET IN A
 LX6983'12- BY 12- BY 30-INCH CONCRETE POST SET FLUSH WITH THE
 LX6983'GROUND IN THE HIGHEST PART OF THE HILL, 12.8 METERS FROM THE
 LX6983'FENCE LINE ALONG THE HILL.  THE SUB-SURFACE MARK IS A
 LX6983'STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE.  ALL MARKS ARE
 LX6983'ON THE PROPERTY OF ARTHUR BISHEL AND EBEN J. ROBERTS, JOINT
 LX6983'OWNERSHIP.
 LX6983'
 LX6983'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 12- BY 12- BY
 LX6983'30-INCH CONCRETE POST FLUSH WITH THE GROUND NEAR THE FENCE LINE
 LX6983'N 35 DEG E OF THE STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK
 LX6983'SET IN A 12- BY 12- BY 30-INCH CONCRETE POST W OF THE FENCE AND
 LX6983'BY A LARGE STUMP S 40 DEG E OF THE STATION.
 LX6983'
 LX6983'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6983
 LX6983                          STATION RECOVERY (1950)
 LX6983
 LX6983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 LX6983'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITIONS.  DUE TO
 LX6983'THE CONSTRUCTION OF A NEW STANDPIPE AT THE STATION SITE WHICH
 LX6983'WOULD BLOCK THE AZIMUTH MARK, A NEW ONE WAS LOCATED AND
 LX6983'ESTABLISHED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LX6983'
 LX6983'THE STATION IS LOCATED ON A HILL IN THE SOUTH FARMS SECTION OF
 LX6983'MIDDLETOWN KNOWN LOCALLY AS TRYON HILL AND IS REACHED FROM THE
 LX6983'INTERSECTION OF UNION AND SUMMER STREETS IN MIDDLETOWN BY GOING S
 LX6983'ON SUMMER STREET (STATE HIGHWAY 9) FOR 1.4 MILES TO A DIRT ROAD
 LX6983'LEFT.  TURN LEFT UP HILL AND GO 0.3 MILE TO TOP OF HILL,
 LX6983'STANDPIPE, AND STATION.  IT IS 9 FEET SE OF THE EDGE OF THE
 LX6983'STANDPIPE AND 4 FEET SE OF THE EDGE OF THE CONCRETE WALK
 LX6983'SURROUNDING THE STANDPIPE AND SET IN A 12- BY 12- BY 30-INCH
 LX6983'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED BISHEL 1935.
 LX6983'R.M.1 IS NE OF THE STATION AND 3
 LX6983'FEET W OF A WIRE FENCE.  IT IS SET SET IN A 12- BY 12- BY 30-INCH
 LX6983'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED BISHEL NO
 LX6983'1 1935.
 LX6983'
 LX6983'R.M. 2 IS E OF THE STATION AND 2 FEET W OF A WIRE FENCE.  IT IS
 LX6983'SET IN A 12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND
 LX6983'AND STAMPED BISHEL NO 2 1935.
 LX6983'
 LX6983'THE AZIMUTH MARK IS THE TOP OF THE 220-FOOT RADIO TOWER WCNX.  TO
 LX6983'REACH THE AZIMUTH MARK FROM THE STATION, RETURN TO STATE HIGHWAY
 LX6983'9 AND GO NW FOR 0.6 MILE TO TRAFFIC CIRCLE AT THE SOUTH FARMS
 LX6983'BRANCH LIBRARY.  BEAR RIGHT AND GO 0.2 MILE TO TRAFFIC LIGHT AT
 LX6983'SILVER STREET.  TURN RIGHT ON SILVER STREET AND GO 1.4 MILES TO
 LX6983'INTERSECTION OF RIVER ROAD, LAWRENCE ROAD, SILVER STREET, AND
 LX6983'RADIO TOWER ON RIGHT.
 LX6983
 LX6983                          STATION RECOVERY (1968)
 LX6983
 LX6983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX6983'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 LX6983'DESCRIBED BY F.G.J. IN 1950 WITH THE FOLLOWING CHANGE.  TAKE
 LX6983'EXIT 12 OFF ROUTE 9 TO BOW LANE.  STATION IS NEXT TO STANDPIPE
 LX6983'0.3 MILE S OF OVERPASS.
 LX6983
 LX6983                          STATION RECOVERY (1972)
 LX6983
 LX6983'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX6983'BISHEL 1935 EXCELLENT
 LX6983'
 LX6983'RM 1 BISHEL 1935 EXCELLENT
 LX6983'
 LX6983'RM 2 BISHEL 1935 EXCELLENT
 LX6983'
 LX6983'TOP OF STATION IS 1 FOOT ABOVE GROUND.
 LX6983
 LX6983                          STATION RECOVERY (1976)
 LX6983
 LX6983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6983'THE STATION MARK, REFERNCE MARK 1 AND REFERENCE MARK 2 WERE
 LX6983'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS ESTABLISHED
 LX6983'AT THIS TIME DUE TO A STANDPIPE BEING TOO CLOSE TO THE STATION
 LX6983'FOR IT TO BE BUILT OVER.
 LX6983'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY
 LX6983'0.028 OF A METER.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND
 LX6983'TO BE LONGER BY 0.049 OF A METER AND THE DISTANCE BETWEEN
 LX6983'REFERENCE MARK 1 AND REFERENCE MARK 2 WAS FOUND TO BE LONGER
 LX6983'BY 0.098 OF A METER.  THE ANGLE BETWEEN THE REFERENCE MARKS
 LX6983'WAS FOUND TO BE GREATER BY 5 MINUTES.  DUE TO CHANGES A NEW
 LX6983'AND COMPLETE DESCRIPTION FOLLOWS.
 LX6983'
 LX6983'THE STATION IS ABOUT 3/4 MILE SOUTHEAST OF MIDDLETOWN, JUST
 LX6983'EAST OF STATE HIGHWAY 9 AND ON THE PROPERTY OF THE CITY OF
 LX6983'MIDDLETOWN.  PERMISSION WAS OBTAINED FROM MR. PHILIP G. BAUER,
 LX6983'CHIEF ENGINEER, CITY OF MIDDLETOWN.
 LX6983'
 LX6983'TO REACH THE STATION FROM EXIT 12 OFF OF STATE HIGHWAY 9, JUST
 LX6983'SOUTH OF MIDDLETOWN, GO NORTH ON BOW LANE FOR ABOUT 50 FEET TO
 LX6983'A PAVED SIDE ROAD RIGHT LEADING TO A STANDPIPE.  TURN RIGHT
 LX6983'AND GO EASTERLY ON THE PAVED ROAD FOR 0.1 MILE TO A LOCKED
 LX6983'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY FOR 0.2
 LX6983'MILE TO THE TOP OF THE HILL, A FENCED COMPOUND, A STANDPIPE AND
 LX6983'THE STATION AS DESCRIBED.
 LX6983'
 LX6983'THE STATION MARK, STAMPED---BISHEL 1935---, IS A STANDARD DISK
 LX6983'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LX6983'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 44.8
 LX6983'FEET NORTHWEST OF A METAL WITNESS POST, 40 FEET WEST OF A
 LX6983'CYCLONE FENCE, 32 FEET NORTH OF THE FENCE AND 9 FEET SOUTHEAST
 LX6983'OF THE STANDPIPE.  THE 1935 DESCRIPTION DOES NOT MENTION AN
 LX6983'UNDERGROUND MARK.
 LX6983'
 LX6983'REFERENCE MARK 1, STAMPED---BISHEL NO 1 1935---, IS A STANDARD
 LX6983'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LX6983'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 50.3 FEET EAST
 LX6983'OF THE SOUTHEAST CORNER OF A BRICK SHED, 39 FEET NORTHEAST OF
 LX6983'THE STANDPIPE AND 2.3 FEET WEST OF THE FENCE.
 LX6983'
 LX6983'REFERENCE MARK 2, STAMPED---BISHEL NO 2 1935---, IS A STANDARD
 LX6983'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LX6983'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 17.2
 LX6983'FEET SOUTHEAST OF A METAL WITNESS POST, 9 FEET SOUTH OF THE
 LX6983'FENCE AND 4 FEET WEST OF A NORTH-SOUTH ROW OF TREES.
 LX6983'
 LX6983'REFERENCE MARK 3, STAMPED---BISHEL 1935 NO 3 1976---, IS A
 LX6983'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX6983'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 LX6983'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX6983'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX6983'THEY ARE 36 FEET SOUTHEAST OF THE STANDPIPE, 28.5 FEET
 LX6983'NORTHWEST OF A FENCE CORNER, 20 FEET WEST OF THE FENCE, 18.6
 LX6983'FEET NORTHWEST OF A METAL WITNESS POST AND 17.5 FEET NORTH OF
 LX6983'THE FENCE.  A MAGNET IS EMBEDDED IN THE TOP OF THE MONUMENT.
 LX6983'
 LX6983'DESCRIBED BY NOLAN B. JOHNSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7001 ***********************************************************************
 LX7001  DESIGNATION -  BISHEL RM 3
 LX7001  PID         -  LX7001
 LX7001  STATE/COUNTY-  CT/MIDDLESEX
 LX7001  USGS QUAD   -  MIDDLETOWN (1992)
 LX7001
 LX7001                         *CURRENT SURVEY CONTROL
 LX7001  ___________________________________________________________________
 LX7001* NAD 83(1996)-  41 32 40.10624(N)    072 37 35.52998(W)     ADJUSTED  
 LX7001* NAVD 88     -        72.7    (meters)     239.     (feet)  VERTCON   
 LX7001  ___________________________________________________________________
 LX7001  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX7001  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7001
 LX7001  HORZ ORDER  -  FIRST
 LX7001
 LX7001.The horizontal coordinates were established by classical geodetic methods
 LX7001.and adjusted by the National Geodetic Survey in August 1998..
 LX7001
 LX7001.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7001
 LX7001.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7001
 LX7001.The geoid height was determined by GEOID03.
 LX7001
 LX7001;                    North         East     Units Scale Factor Converg.
 LX7001;SPC CT       -   231,385.801   315,102.139   MT  0.99998316   +0 04 54.7
 LX7001;SPC CT       -   759,138.25  1,033,797.60   sFT  0.99998316   +0 04 54.7
 LX7001;UTM  18      - 4,601,921.905   697,967.203   MT  1.00008232   +1 34 28.5
 LX7001
 LX7001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7001!SPC CT       -   0.99999325  x   0.99998316  =   0.99997641
 LX7001!UTM  18      -   0.99999325  x   1.00008232  =   1.00007556
 LX7001
 LX7001|---------------------------------------------------------------------|
 LX7001| PID    Reference Object                     Distance      Geod. Az  |
 LX7001|                                                           dddmmss.s |
 LX7001| CZ7056 BISHEL RM 1                          23.781 METERS 00013     |
 LX7001| LX6933 MIDDLETOWN WCNX MAST                APPROX. 1.6 KM 0212745.8 |
 LX7001| LX6923 PENFIELD 2                          APPROX. 6.0 KM 0455605.3 |
 LX7001| CZ7057 BISHEL RM 2                          10.537 METERS 13533     |
 LX7001| LX6983 BISHEL                                8.348 METERS 30020     |
 LX7001| LX7006 MIDDLETOWN STANDPIPE                 17.654 METERS 30952     |
 LX7001|---------------------------------------------------------------------|
 LX7001
 LX7001                          SUPERSEDED SURVEY CONTROL
 LX7001
 LX7001  NAD 83(1992)-  41 32 40.10553(N)    072 37 35.52995(W) AD(       ) 1
 LX7001  NAD 83(1986)-  41 32 40.10756(N)    072 37 35.53208(W) AD(       ) 1
 LX7001  NAD 27      -  41 32 39.75035(N)    072 37 37.20001(W) AD(       ) 1
 LX7001  NGVD 29 (07/19/86)   73.0    (m)          240.     (f) VERT ANG       
 LX7001
 LX7001.Superseded values are not recommended for survey control.
 LX7001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7001.See file dsdata.txt to determine how the superseded data were derived.
 LX7001
 LX7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9796701922(NAD 83)
 LX7001_MARKER: Z = SEE DESCRIPTION
 LX7001_SETTING: 0 = UNSPECIFIED SETTING
 LX7001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7001
 LX7001  HISTORY     - Date     Condition        Report By
 LX7001  HISTORY     - 1976     MONUMENTED       NGS
 LX7001
 LX7001                          STATION DESCRIPTION
 LX7001
 LX7001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX7001'THE STATION IS ABOUT 3/4 MILE SOUTHEAST OF MIDDLETOWN, JUST
 LX7001'EAST OF STATE HIGHWAY 9 AND ON THE PROPERTY OF THE CITY OF
 LX7001'MIDDLETOWN.  PERMISSION WAS OBTAINED FROM MR. PHILIP G. BAUER,
 LX7001'CHEIF ENGINEER, CITY OF MIDDLETOWN.
 LX7001'
 LX7001'TO REACH THE STATION FROM EXIT 12 OFF OF STATE HIGHWAY 9, JUST
 LX7001'SOUTH OF MIDDLETOWN, GO NORTH ON BOW LANE FOR ABOUT 50 FEET TO
 LX7001'A PAVED SIDE ROAD RIGHT LEADING TO A STANDPIPE.  TURN RIGHT
 LX7001'AND GO EASTERLY ON THE PAVED ROAD FOR 0.1 MILE TO A LOCKED
 LX7001'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY FOR 0.2
 LX7001'MILE TO THE TOP OF THE HILL, A FENCE COMPOUND, A STANDPIPE AND
 LX7001'THE STATION AS DESCRIBED.
 LX7001'
 LX7001'THE STATION MARKS, STAMPED---BISHEL 1935 NO 3 1976---, ARE
 LX7001'STANDARD REFERENCE MARK DISKS.  THE SURFACE MARK IS SET IN THE
 LX7001'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 LX7001'WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN THE
 LX7001'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES
 LX7001'BELOW THE GROUND SURFACE.  THEY ARE 36 FEET SOUTHEAST OF THE
 LX7001'STANDPIPE, 28.5 FEET NORTHWEST OF A FENCE CORNER, 20 FEET WEST
 LX7001'OF THE FENCE, 18.6 FEET NORTHWEST OF A METAL WITNESS POST AND
 LX7001'17.5 FEET NORTH OF THE FENCE.  A MAGNET WAS EMBEDDED IN
 LX7001'THE TOP OF THE MONUMENT.
 LX7001'
 LX7001'BISHEL 1935, STAMPED---BISHEL 1935---, IS A STANDARD DISK
 LX7001'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LX7001'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 44.8
 LX7001'FEET NORTHWEST OF A METAL WITNESS POST, 40 FEET WEST OF A
 LX7001'CYCLONE FENCE, 32 FEET NORTH OF THE FENCE AND 9 FEET SOUTHEAST
 LX7001'OF THE STANDPIPE.  THE 1935 DESCRIPTION DOES NOT MENTION
 LX7001'AN UNDERGROUND MARK.
 LX7001'
 LX7001'REFERENCE MARK 1, STAMPED---BISHEL NO 1 1935---, IS A STANDARD
 LX7001'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LX7001'IS FLUSH WITH THE GROUND SURFACE.  IT IS 50.3 FEET EAST OF THE
 LX7001'SOUTHEAST CORNER OF A SMALL BRICK SHED, 39 FEET NORTHEAST OF
 LX7001'THE STANDPIPE AND 2.3 FEET WEST OF THE FENCE.
 LX7001'
 LX7001'REFERENCE MARK 2, STAMPED---BISHEL NO 2 1935---, IS A STANDARD
 LX7001'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LX7001'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 17.2
 LX7001'FEET SOUTHEAST OF A METAL WITNESS POST, 9 FEET SOUTH OF THE
 LX7001'SOUTHEAST FENCE CORNER AND 4 FEET WEST OF A NORTH-SOUTH
 LX7001'ROW OF TREES.
 LX7001'
 LX7001'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.5 METERS.
 LX7001'
 LX7001'DESCRIBED BY NOLAN B. JOHNSON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6431 ***********************************************************************
 LX6431  DESIGNATION -  BISHOP
 LX6431  PID         -  LX6431
 LX6431  STATE/COUNTY-  CT/NEW HAVEN
 LX6431  USGS QUAD   -  BRANFORD (1984)
 LX6431
 LX6431                         *CURRENT SURVEY CONTROL
 LX6431  ___________________________________________________________________
 LX6431* NAD 83(1996)-  41 15 17.87254(N)    072 48 22.88629(W)     ADJUSTED  
 LX6431* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6431  ___________________________________________________________________
 LX6431  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX6431  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX6431
 LX6431  HORZ ORDER  -  THIRD
 LX6431
 LX6431.The horizontal coordinates were established by classical geodetic methods
 LX6431.and adjusted by the National Geodetic Survey in August 1998..
 LX6431
 LX6431.The orthometric height was scaled from a topographic map.
 LX6431
 LX6431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6431
 LX6431.The geoid height was determined by GEOID03.
 LX6431
 LX6431;                    North         East     Units Scale Factor Converg.
 LX6431;SPC CT       -   199,227.017   300,077.321   MT  0.99999491   -0 02 14.5
 LX6431;SPC CT       -   653,630.64    984,503.68   sFT  0.99999491   -0 02 14.5
 LX6431;SPC NY L     -   121,536.805   400,038.241   MT  1.00001982   +0 46 50.7
 LX6431;SPC NY L     -   398,742.00  1,312,458.80   sFT  1.00001982   +0 46 50.7
 LX6431;UTM  18      - 4,569,381.702   683,781.888   MT  1.00001570   +1 26 48.9
 LX6431
 LX6431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6431!SPC CT       -   1.00000476  x   0.99999491  =   0.99999967
 LX6431!SPC NY L     -   1.00000476  x   1.00001982  =   1.00002458
 LX6431!UTM  18      -   1.00000476  x   1.00001570  =   1.00002046
 LX6431
 LX6431:                Primary Azimuth Mark                     Grid Az
 LX6431:SPC CT       -  HAYCOCK                                  069 30 05.0
 LX6431:SPC NY L     -  HAYCOCK                                  068 40 59.8
 LX6431:UTM  18      -  HAYCOCK                                  068 01 01.6
 LX6431
 LX6431|---------------------------------------------------------------------|
 LX6431| PID    Reference Object                     Distance      Geod. Az  |
 LX6431|                                                           dddmmss.s |
 LX6431| LX6426 HAYCOCK                             APPROX. 1.3 KM 0692750.5 |
 LX6431| LX6430 ROGERS ISLAND CHIMNEY               APPROX. 3.7 KM 0815015.2 |
 LX6431| LX6443 GOVERNORS ISLAND CHIMNEY            APPROX. 4.2 KM 0903634.7 |
 LX6431| LX6444 HUBINGERS CHIMNEY                   APPROX. 4.4 KM 0940938.7 |
 LX6431| LX6354 HORSE ISLAND CHIMNEY                APPROX. 4.2 KM 1060959.4 |
 LX6431| LX6353 TWO TREE ISLAND CHIMNEY             APPROX. 4.2 KM 1105415.8 |
 LX6431| LX6359 SUMAC ISLAND BOATHOUSE CHIM         APPROX. 1.0 KM 1963529.6 |
 LX6431| LX6358 SUMAC ISLAND CHIMNEY                APPROX. 1.0 KM 1984647.7 |
 LX6431| CZ7058 BISHOP RM 1                          12.890 METERS 23727     |
 LX6431| CZ7059 BISHOP RM 2                          12.720 METERS 31021     |
 LX6431|---------------------------------------------------------------------|
 LX6431
 LX6431                          SUPERSEDED SURVEY CONTROL
 LX6431
 LX6431  NAD 83(1992)-  41 15 17.87165(N)    072 48 22.88608(W) AD(       ) 3
 LX6431  NAD 83(1986)-  41 15 17.87340(N)    072 48 22.88947(W) AD(       ) 3
 LX6431  NAD 27      -  41 15 17.52500(N)    072 48 24.53300(W) AD(       ) 3
 LX6431
 LX6431.Superseded values are not recommended for survey control.
 LX6431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6431.See file dsdata.txt to determine how the superseded data were derived.
 LX6431
 LX6431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8378269382(NAD 83)
 LX6431_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6431_SETTING: 66 = SET IN ROCK OUTCROP
 LX6431_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6431+STABILITY: POSITION/ELEVATION WELL
 LX6431
 LX6431  HISTORY     - Date     Condition        Report By
 LX6431  HISTORY     - 1933     MONUMENTED       CGS
 LX6431  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6431  HISTORY     - 19910106 GOOD             USPSQD
 LX6431
 LX6431                          STATION DESCRIPTION
 LX6431
 LX6431'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6431'THIS STATION IS LOCATED ON THE SE SHORE OF INDIAN NECK ON A
 LX6431'ROCKY POINT TO THE NORTHWARD OF AND JUST INSIDE OF BISHOPS
 LX6431'ROCK.  IT IS ON THE PRIVATE BEACH BELONGING TO THE RESIDENCE
 LX6431'OF PHELPS MONTGOMERY.  THIS HOUSE IS ON THE OPPOSITE SIDE OF
 LX6431'THE INDIAN NECK ROAD AND IS THE FIFTH HOUSE TO THE WESTWARD
 LX6431'OF THE MONTOWESE HOTEL.
 LX6431'
 LX6431'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LX6431'IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2
 LX6431'AND 12A.
 LX6431'
 LX6431'THE END OF A PAVED SEAWALL BEARS N 50 DEG W (MAGNETIC) AND IS
 LX6431'11.5 METERS DISTANT.  THE LEDGE CARRYING THE STATION IS ABOUT
 LX6431'3 FEET ABOVE HIGH WATER LINE AND IS CUT-OFF FROM MAINLAND AT
 LX6431'HIGH WATER.
 LX6431'
 LX6431'REFERENCE MARK NO.1 IS A SIMILAR OUTCROPPING LEDGE AND BEARS
 LX6431'S 70 DEG W (MAGNETIC).
 LX6431'
 LX6431'REFERENCE MARK NO.2 IS IN THE S EDGE OF THE PAVED SEAWALL TOP
 LX6431'AND BEARS N 35 DEG W (MAGNETIC).
 LX6431'
 LX6431'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6431
 LX6431                          STATION RECOVERY (1961)
 LX6431
 LX6431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6431'STATION AND R.M.1 WERE RECOVERED IN GOOD CONDITION.  R.M.2
 LX6431'WAS DESTROYED IN THE 1938 HURRICANE.  THE STATION IS STAMPED,
 LX6431'BISHOP 1933 AND THE R.M.1 IS STAMPED, BISHOP NO 1 1933.  THE
 LX6431'ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6431
 LX6431                          STATION RECOVERY (1991)
 LX6431
 LX6431'RECOVERY NOTE BY US POWER SQUADRON 1991 (CT)
 LX6431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5488 ***********************************************************************
 LX5488  DESIGNATION -  BISHOPS BAY FLAGPOLE
 LX5488  PID         -  LX5488
 LX5488  STATE/COUNTY-  CT/NEW LONDON
 LX5488  USGS QUAD   -  NIANTIC (1983)
 LX5488
 LX5488                         *CURRENT SURVEY CONTROL
 LX5488  ___________________________________________________________________
 LX5488* NAD 83(1996)-  41 20 38.08862(N)    072 11 21.96658(W)     ADJUSTED  
 LX5488* NAVD 88     -                                                        
 LX5488  ___________________________________________________________________
 LX5488  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LX5488  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5488
 LX5488  HORZ ORDER  -  THIRD
 LX5488
 LX5488.The horizontal coordinates were established by classical geodetic methods
 LX5488.and adjusted by the National Geodetic Survey in August 1998..
 LX5488
 LX5488
 LX5488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5488
 LX5488.The geoid height was determined by GEOID03.
 LX5488
 LX5488;                    North         East     Units Scale Factor Converg.
 LX5488;SPC CT       -   209,256.211   351,716.971   MT  0.99998860   +0 22 18.1
 LX5488;SPC CT       -   686,534.75  1,153,924.76   sFT  0.99998860   +0 22 18.1
 LX5488;SPC NY L     -   132,300.179   451,531.710   MT  1.00003200   +1 11 03.3
 LX5488;SPC NY L     -   434,054.84  1,481,400.29   sFT  1.00003200   +1 11 03.3
 LX5488;UTM  18      - 4,580,747.403   735,152.072   MT  1.00028058   +1 51 26.8
 LX5488
 LX5488                          SUPERSEDED SURVEY CONTROL
 LX5488
 LX5488  NAD 83(1992)-  41 20 38.08752(N)    072 11 21.96592(W) AD(       ) 4
 LX5488  NAD 83(1986)-  41 20 38.08899(N)    072 11 21.97031(W) AD(       ) 4
 LX5488  NAD 27      -  41 20 37.74900(N)    072 11 23.69700(W) AD(       ) 3
 LX5488
 LX5488.Superseded values are not recommended for survey control.
 LX5488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5488.See file dsdata.txt to determine how the superseded data were derived.
 LX5488
 LX5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3515280747(NAD 83)
 LX5488_MARKER: 62 = FLAGPOLE
 LX5488
 LX5488  HISTORY     - Date     Condition        Report By
 LX5488  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5488  HISTORY     - 1954     GOOD             CGS
 LX5488  HISTORY     - 1984     POOR             USPSQD
 LX5488  HISTORY     - 1989     GOOD             USPSQD
 LX5488  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 LX5488
 LX5488                          STATION DESCRIPTION
 LX5488
 LX5488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5488'THE FLAGPOLE IS LOCATED AT THE TOP OF THE W BANK OF THE NIANTIC
 LX5488'RIVER AT WHAT IS KNOWN AS BISHOPS BAY AND IS ACROSS THE RIVER FROM
 LX5488'SANDY POINT.  THE POLE IS W OF THE BOATHOUSE AND N OF THE STEPS
 LX5488'DOWN THE BANK TO THE RIVER.  IT IS NORTHEASTERLY OF A TWO-STORY
 LX5488'FRAME COTTAGE THAT HAS A FIELD STONE CHIMNEY AT THE N END.  THE
 LX5488'POLE IS 8 INCHES IN DIAMETER AND ABOUT 30 FEET TALL AND APPEARS TO
 LX5488'BE LEANING TOWARDS THE RIVER.  THE STATION IS THE CENTER LINE
 LX5488'OF THE POLE AT THE BASE.
 LX5488
 LX5488                          STATION RECOVERY (1954)
 LX5488
 LX5488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5488'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5488'IS ADEQUATE AND COMPLETE.
 LX5488
 LX5488                          STATION RECOVERY (1984)
 LX5488
 LX5488'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5488'BISHOPS BAY FLAGPOLE RECOVERED POOR.
 LX5488'
 LX5488'RECOVERED AS DESCRIBED, PRESENT ADDRESS OF THE PROPERTY IS 19
 LX5488'LEDGE ROAD, OFF BISHOPS BAY ROAD, NIANTIC CONN.
 LX5488
 LX5488                          STATION RECOVERY (1989)
 LX5488
 LX5488'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5488'RECOVERED IN GOOD CONDITION.
 LX5488
 LX5488                          STATION RECOVERY (2001)
 LX5488
 LX5488'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5488'A NEW METAL FLAGPOLE IS PRESENT NOW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6082 ***********************************************************************
 LX6082  DESIGNATION -  BISHOPS CHIMNEY
 LX6082  PID         -  LX6082
 LX6082  STATE/COUNTY-  CT/MIDDLESEX
 LX6082  USGS QUAD   -  DEEP RIVER (1971)
 LX6082
 LX6082                         *CURRENT SURVEY CONTROL
 LX6082  ___________________________________________________________________
 LX6082* NAD 83(1996)-  41 26 29.92649(N)    072 28 06.42911(W)     ADJUSTED  
 LX6082* NAVD 88     -                                                        
 LX6082  ___________________________________________________________________
 LX6082  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 LX6082  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6082
 LX6082  HORZ ORDER  -  THIRD
 LX6082
 LX6082.The horizontal coordinates were established by classical geodetic methods
 LX6082.and adjusted by the National Geodetic Survey in August 1998..
 LX6082
 LX6082
 LX6082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6082
 LX6082.The geoid height was determined by GEOID03.
 LX6082
 LX6082;                    North         East     Units Scale Factor Converg.
 LX6082;SPC CT       -   219,996.561   328,329.427   MT  0.99998442   +0 11 12.1
 LX6082;SPC CT       -   721,772.05  1,077,194.13   sFT  0.99998442   +0 11 12.1
 LX6082;UTM  18      - 4,590,879.261   711,488.176   MT  1.00015047   +1 40 34.1
 LX6082
 LX6082                          SUPERSEDED SURVEY CONTROL
 LX6082
 LX6082  NAD 83(1992)-  41 26 29.92567(N)    072 28 06.42889(W) AD(       ) 4
 LX6082  NAD 83(1986)-  41 26 29.92751(N)    072 28 06.43154(W) AD(       ) 4
 LX6082  NAD 27      -  41 26 29.56600(N)    072 28 08.13300(W) AD(       ) 3
 LX6082
 LX6082.Superseded values are not recommended for survey control.
 LX6082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6082.See file dsdata.txt to determine how the superseded data were derived.
 LX6082
 LX6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1148890879(NAD 83)
 LX6082
 LX6082  HISTORY     - Date     Condition        Report By
 LX6082  HISTORY     - 1935     MONUMENTED       CGS
 LX6082  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6082
 LX6082                          STATION DESCRIPTION
 LX6082
 LX6082'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6082'THIS STATION IS ON A HOUSE BELONGING TO BISHOP AND WATROUS,
 LX6082'LAUNDRY MEN OF DEEP RIVER.
 LX6082'
 LX6082'IT IS 0.6 MILE S OF THE INTERSECTION OF ROUTES 9 AND 82.  IT IS
 LX6082'W OF ROUTE 9 BUT FACES A SLIGHTLY USED ROAD THAT PARALLELS
 LX6082'THE MAIN HIGHWAY.  THE HOUSE IS 1 1/2-STORIES HIGH WITH A
 LX6082'GAMBREL ROOF, THE GABLES FACING N AND S.  THERE IS A BROAD
 LX6082'UNROOFED PORCH ALONG THE ENTIRE EASTERLY SIDE.
 LX6082'
 LX6082'A SLIM RED BRICK CHIMNEY SHOWS A LITTLE S OF THE MIDDLE OF
 LX6082'THE MAIN ROOF.
 LX6082'
 LX6082'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6082
 LX6082                          STATION RECOVERY (1948)
 LX6082
 LX6082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6082'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6282 ***********************************************************************
 LX6282  DESIGNATION -  BISHOPTIC
 LX6282  PID         -  LX6282
 LX6282  STATE/COUNTY-  CT/NEW HAVEN
 LX6282  USGS QUAD   -  GUILFORD (1984)
 LX6282
 LX6282                         *CURRENT SURVEY CONTROL
 LX6282  ___________________________________________________________________
 LX6282* NAD 83(1996)-  41 19 47.93227(N)    072 43 19.38283(W)     ADJUSTED  
 LX6282* NAVD 88     -        86.5    (meters)     284.     (feet)  VERTCON   
 LX6282  ___________________________________________________________________
 LX6282  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LX6282  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6282
 LX6282  HORZ ORDER  -  FIRST
 LX6282
 LX6282.The horizontal coordinates were established by classical geodetic methods
 LX6282.and adjusted by the National Geodetic Survey in August 1998..
 LX6282
 LX6282.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6282
 LX6282.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6282
 LX6282.The geoid height was determined by GEOID03.
 LX6282
 LX6282;                    North         East     Units Scale Factor Converg.
 LX6282;SPC CT       -   207,557.099   307,140.330   MT  0.99998943   +0 01 06.7
 LX6282;SPC CT       -   680,960.25  1,007,676.23   sFT  0.99998943   +0 01 06.7
 LX6282;UTM  18      - 4,577,892.392   690,626.879   MT  1.00004723   +1 30 17.3
 LX6282
 LX6282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6282!SPC CT       -   0.99999112  x   0.99998943  =   0.99998055
 LX6282!UTM  18      -   0.99999112  x   1.00004723  =   1.00003835
 LX6282
 LX6282:                Primary Azimuth Mark                     Grid Az
 LX6282:SPC CT       -  VORTAC MADISON MAD                       125 37 04.3
 LX6282:UTM  18      -  VORTAC MADISON MAD                       124 07 53.7
 LX6282
 LX6282|---------------------------------------------------------------------|
 LX6282| PID    Reference Object                     Distance      Geod. Az  |
 LX6282|                                                           dddmmss.s |
 LX6282| LX6293 VORTAC MADISON MAD                  APPROX. 3.1 KM 1253811.0 |
 LX6282| CZ7060 BISHOPTIC RM 1                       22.249 METERS 14924     |
 LX6282| CZ7061 BISHOPTIC RM 2                       21.617 METERS 33237     |
 LX6282| LX6315 SUGAR                               APPROX. 5.1 KM 3510944.1 |
 LX6282| LX6259 NORTH GUILFORD CHURCH TOWER         APPROX. 4.3 KM 3541302.0 |
 LX6282|---------------------------------------------------------------------|
 LX6282
 LX6282                          SUPERSEDED SURVEY CONTROL
 LX6282
 LX6282  NAD 83(1992)-  41 19 47.93140(N)    072 43 19.38270(W) AD(       ) 1
 LX6282  NAD 83(1986)-  41 19 47.93362(N)    072 43 19.38550(W) AD(       ) 1
 LX6282  NAD 27      -  41 19 47.58599(N)    072 43 21.03775(W) AD(       ) 1
 LX6282  NGVD 29 (07/19/86)   86.8    (m)          285.     (f) VERT ANG       
 LX6282
 LX6282.Superseded values are not recommended for survey control.
 LX6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6282.See file dsdata.txt to determine how the superseded data were derived.
 LX6282
 LX6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9062777892(NAD 83)
 LX6282_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6282+STABILITY: SURFACE MOTION
 LX6282
 LX6282  HISTORY     - Date     Condition        Report By
 LX6282  HISTORY     - 1976     MONUMENTED       NGS
 LX6282
 LX6282                          STATION DESCRIPTION
 LX6282
 LX6282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6282'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF GUILFORD,
 LX6282'2-1/2 MILES EAST OF NORTH BRANFORD, IN AN APPLE ORCHARD AND ON
 LX6282'PROPERTY OWNED BY B.W. BISHOP AND SONS, 1355 BOSTON POST ROAD,
 LX6282'GUILFORD, CONNECTICUT 06437, PHONE NUMBER 453-2338.
 LX6282'
 LX6282'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND
 LX6282'STATE HIGHWAY 77, AT EXIT 58 WHICH IS ABOUT 1 MILE NORTH OF
 LX6282'GUILFORD, GO NORTH ON HIGHWAY 77 FOR 0.15 MILE TO A FORK.
 LX6282'BEAR LEFT AND GO NORTHWESTERLY ON SAWMILL ROAD FOR 1.15 MILES
 LX6282'TO A T-ROAD.  TURN LEFT AND GO SOUTHERLY ON FLAT MEADOW ROAD
 LX6282'FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTHWESTERLY ON
 LX6282'LONG HILL ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LX6282'GO WESTERLY ON NEW ENGLAND ROAD FOR 0.45 MILE TO A FARM ROAD
 LX6282'ON THE RIGHT.  TURN RIGHT PASSING THROUGH A GATE AND GO
 LX6282'NORTHERLY ON THE FARM ROAD THROUGH AN APPLE ORCHARD FOR 0.3
 LX6282'MILE TO A FARM ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 LX6282'ON THE MAIN TRAVELED ROAD FOR 0.8 MILE TO THE STATION ON THE
 LX6282'LEFT.
 LX6282'
 LX6282'STATION MARKS, STAMPED---BISHOPTIC 1976---, ARE
 LX6282'STANDARD DISKS.
 LX6282'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LX6282'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 91 FEET
 LX6282'EAST-NORTHEAST OF THE END OF A CHAIN LINK FENCE, 42 FEET WEST
 LX6282'OF THE CENTER OF THE FARM ROAD, 22 FEET WEST OF A ROW OF APPLE
 LX6282'TREES AND 18 FEET EAST OF A ROW OF APPLE TREES.  THE
 LX6282'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX6282'CONCRETE THAT IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 LX6282'A 30-INCH STEEL ROD WAS SET IN THE TOP OF THE MONUMENT.
 LX6282'
 LX6282'REFERENCE MARK 1, STAMPED---BISHOPTIC NO 1 1976---, IS A
 LX6282'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX6282'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET WEST OF
 LX6282'THE CENTER OF THE FARM ROAD, 25 FEET EAST OF A ROW OF APPLE
 LX6282'TREES AND 15 FEET WEST OF A ROW OF APPLE TREES.
 LX6282'
 LX6282'REFERENCE MARK 2, STAMPED---BISHOPTIC NO 2 1976---, IS A
 LX6282'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX6282'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET WEST OF
 LX6282'THE FARM ROAD, 27 FEET WEST OF A ROW OF APPLE TREES AND 16 FEET
 LX6282'EAST OF A ROW OF APPLE TREES.
 LX6282'
 LX6282'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK.
 LX6282'
 LX6282'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 26.4 METERS.
 LX6282'
 LX6282'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3657 ***********************************************************************
 LW3657  DESIGNATION -  BITGOOD
 LW3657  PID         -  LW3657
 LW3657  STATE/COUNTY-  CT/WINDHAM
 LW3657  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3657
 LW3657                         *CURRENT SURVEY CONTROL
 LW3657  ___________________________________________________________________
 LW3657* NAD 83(1996)-  41 45 52.72585(N)    071 49 16.48696(W)     ADJUSTED  
 LW3657* NAVD 88     -       230.5    (meters)     756.     (feet)  VERTCON   
 LW3657  ___________________________________________________________________
 LW3657  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LW3657  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW3657
 LW3657  HORZ ORDER  -  FIRST
 LW3657
 LW3657.The horizontal coordinates were established by classical geodetic methods
 LW3657.and adjusted by the National Geodetic Survey in August 1998..
 LW3657
 LW3657.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3657
 LW3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3657
 LW3657.The geoid height was determined by GEOID03.
 LW3657
 LW3657;                    North         East     Units Scale Factor Converg.
 LW3657;SPC CT       -   256,246.896   382,029.282   MT  0.99999125   +0 36 56.9
 LW3657;SPC CT       -   840,703.36  1,253,374.40   sFT  0.99999125   +0 36 56.9
 LW3657;SPC RI       -    75,717.441    73,286.795   MT  1.00000253   -0 12 50.3
 LW3657;SPC RI       -   248,416.30    240,441.76   sFT  1.00000253   -0 12 50.3
 LW3657;UTM  19      - 4,627,493.144   265,481.257   MT  1.00027685   -1 52 48.0
 LW3657
 LW3657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3657!SPC CT       -   0.99996855  x   0.99999125  =   0.99995980
 LW3657!SPC RI       -   0.99996855  x   1.00000253  =   0.99997108
 LW3657!UTM  19      -   0.99996855  x   1.00027685  =   1.00024539
 LW3657
 LW3657|---------------------------------------------------------------------|
 LW3657| PID    Reference Object                     Distance      Geod. Az  |
 LW3657|                                                           dddmmss.s |
 LW3657| CB7121 BITGOOD RM 1                         30.447 METERS 03943     |
 LW3657| LW3536 GIBSON                              APPROX. 5.1 KM 1491816.2 |
 LW3657| CB7120 BITGOOD AZ MK                                      1821106.8 |
 LW3657| LW3539 STERLING CONG CHURCH SPIRE          APPROX. 8.4 KM 1942900.6 |
 LW3657| LW3672 4642                                149.642 METERS 21150     |
 LW3657| LW3603 MOOSUP QUINEBAUG TEXTILE STACK      APPROX. 8.0 KM 2203827.7 |
 LW3657| LW3629 WAUREGAN QUINEBAUG STANDPIPE        APPROX. 6.9 KM 2543119.5 |
 LW3657| CB7122 BITGOOD RM 2                         34.720 METERS 27322     |
 LW3657| LW3673 4641                                 89.317 METERS 28958     |
 LW3657|---------------------------------------------------------------------|
 LW3657
 LW3657                          SUPERSEDED SURVEY CONTROL
 LW3657
 LW3657  NAD 83(1996)-  41 45 52.72520(N)    071 49 16.48668(W) AD(       ) 1
 LW3657  NAD 83(1992)-  41 45 52.72484(N)    071 49 16.48632(W) AD(       ) 1
 LW3657  NAD 83(1992)-  41 45 52.72474(N)    071 49 16.48674(W) AD(       ) 1
 LW3657  NAD 83(1986)-  41 45 52.72484(N)    071 49 16.48616(W) AD(       ) 1
 LW3657  NAD 27      -  41 45 52.36684(N)    071 49 18.22537(W) AD(       ) 1
 LW3657  NGVD 29 (07/19/86)  230.7    (m)          757.     (f) VERT ANG       
 LW3657
 LW3657.Superseded values are not recommended for survey control.
 LW3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3657.See file dsdata.txt to determine how the superseded data were derived.
 LW3657
 LW3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6548127493(NAD 83)
 LW3657_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3657_SETTING: 66 = SET IN ROCK OUTCROP
 LW3657_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3657+STABILITY: POSITION/ELEVATION WELL
 LW3657
 LW3657  HISTORY     - Date     Condition        Report By
 LW3657  HISTORY     - 1937     MONUMENTED       CTGS
 LW3657  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3657  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3657  HISTORY     - 1974     GOOD             NGS
 LW3657
 LW3657                          STATION DESCRIPTION
 LW3657
 LW3657'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3657'STATION IS ON THE PROPERTY OF J. WINTHER, ABOUT 4-1/4 MILES
 LW3657'SOUTHEAST OF DANIELSON, AND ABOUT 300 FEET EAST-SOUTHEAST OF
 LW3657'THE INTERSECTION OF DIRT ROADS CALLED BITGOOD FOUR CORNERS, 25
 LW3657'FEET SOUTH OF EAST-WEST STONE-WALL, 75 FEET WEST OF NORTH-SOUTH
 LW3657'STONEWALL (WHICH BORDER YARD BEHIND WINTHERS HOUSE),(EAST), AND
 LW3657'ABOUT 200 FEET EAST OF WINTHER HOUSE (1-1/2 STORY HOUSE, WHICH
 LW3657'IS ON SOUTHEAST CORNER OF BITGOOD FOUR CORNERS).  STATION MARK
 LW3657'IS STANDARD DISK BITGOOD-1937 SET IN OUT-CROPPING ROCK 4 FEET
 LW3657'LONG, 3 FEET WIDE, AND 6 INCHES ABOVE THE GROUND.
 LW3657'
 LW3657'TO REACH FROM THE INTERSECTION OF ROUTES 12 AND 6 IN
 LW3657'DANIELSON, TAKE ROUTE 6 EAST FOR 3.0 MILES TO SOUTH KILLINGLY
 LW3657'CONGREGATIONAL CHURCH (NORTH).  CONTINUE EAST ON ROUTE 6 FOR 0.2
 LW3657'MILE AND TURN RIGHT (SOUTH) AT CROSS-ROADS (DIRT) AT SMALL RED
 LW3657'SHACK (SOUTH).  TAKE THIS DIRT ROAD SOUTH FOR 1.8 MILES TO
 LW3657'BITGOOD FOUR CORNERS TO THE WINTHER HOUSE AND STATION SOUTHEAST
 LW3657'OF CORNERS.
 LW3657'
 LW3657'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3657'SET IN CONCRETE AND WEDGED IN A DRILL HOLE IN OUTCROPPING
 LW3657'BEDROCK, NOTES 2 AND 12A.
 LW3657'
 LW3657'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BITGOOD-1937-NO. 1
 LW3657'SET IN OUTCROPPING ROCK, 3 FEET IN DIAMETER AND 6 INCHES
 LW3657'ABOVE THE GROUND, 50 FEET NORTH OF CENTER LINE OF EAST-WEST
 LW3657'DIRT ROAD.  IT IS 99.82 FEET NORTHEAST OF NORTHEAST OF
 LW3657'STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED
 LW3657'BITGOOD-1937-NO.2 SET IN OUTCROPPING ROCK, 3 FEET LONG, 2 FEET
 LW3657'WIDE, AND 2 INCHES ABOVE THE GROUND, 18 FEET SOUTH OF EAST-WEST
 LW3657'STONE WALL.  IT IS 113.92 FEET WEST OF STATION.
 LW3657'
 LW3657'AZIMUTH MARK IS A STANDARD DISK BITGOOD-1937 SET IN OUTCROPPING
 LW3657'ROCK (2 FEET LONG, 1 FOOT WIDE AND 6 INCHES ABOVE THE
 LW3657'GROUND).  (WHITE QUARTZ).  716 FEET SOUTH OF STATION, IN THE CENTER
 LW3657'OF LARGE OPEN FIELD ABOUT 225 FEET EAST OF NORTHEAST DIRT ROAD.
 LW3657'
 LW3657'HEIGHT OF LIGHT ABOVE STATION MARK 28.5 METERS.
 LW3657
 LW3657                          STATION RECOVERY (1968)
 LW3657
 LW3657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3657'THE STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 LW3657'CONDITION WITH THE FOLLOWING ADDITIONAL NOTES.  THE INTERSECTION
 LW3657'OF DIRT ROADS IS NOW PAVED AND THEY ARE SAWMILL HILL ROAD AND
 LW3657'MARGARET HENRY ROAD.  THE DISTANCE AND DIRECTION TO REFERENCE
 LW3657'MARK 2 CHECKED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED BUT
 LW3657'A DIFFERENCE WAS FOUND IN THE DISTANCE.  A SECOND MEASUREMENT
 LW3657'WAS MADE AND THE RESULTS MEANED.  THE AZIMUTH MARK IS NO LONGER
 LW3657'IN THE CENTER OF THE FIELD.  THE EAST EDGE OF THE FIELD HAS
 LW3657'NOW GROWN OVER WITH TREES AND THE MARK IS ABOUT MIDWAY THE
 LW3657'LENGTH OF THE FIELD AND AT THE EAST EDGE NEAR THE WOODS.
 LW3657'
 LW3657'STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF FOSTER CENTER,
 LW3657'RHODE ISLAND, 2-1/2 MILES WEST OF THE CONNECTICUT AND RHODE
 LW3657'ISLAND STATE LINE, 1-3/4 MILES SOUTH OF U.S. HIGHWAY 6, 0.1
 LW3657'MILE EAST OF THE JUNCTION OF SAWMILL HILL ROAD AND MARGARET
 LW3657'HENRY ROAD AND ON PROPERTY OWNED BY MR. J. WINTHERS.
 LW3657'
 LW3657'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND CUCUMBER HILL
 LW3657'ROAD AT THE CONNECTICUT AND RHODE ISLAND STATE LINE, GO SOUTH
 LW3657'ON CUCUMBER HILL ROAD FOR 1.55 MILES TO A CROSSROAD.  TURN RIGHT
 LW3657'AND GO WEST ON KILLINGLY ROAD (WHICH TURNS INTO SAWMILL HILL
 LW3657'ROAD) FOR 1.95 MILE TO THE STATION ON LEFT JUST BEFORE REACHING
 LW3657'THE JUNCTION OF SAWMILL HILL AND MARGARET HENRY ROADS.
 LW3657'
 LW3657'ALL MARKS ARE STANDARD DISKS.
 LW3657'
 LW3657'STATION MARK, STAMPED BITGOOD 1937 IS SET IN A DRILL HOLE IN
 LW3657'A BOULDER WHICH PROJECTS 6 INCHES AND IS 3 BY 4 FOOT IN SIZE.  IT
 LW3657'IS 63.6 FEET SOUTHEAST OF POWER POLE NUMBER 1070, 40.5 FEET
 LW3657'SOUTH OF CENTER OF SAWMILL HILL ROAD, 24 FEET SOUTH OF A 14-INCH
 LW3657'TRIANGLE BLAZED TREE AND 4.7 FEET SOUTH OF A METAL WITNESS
 LW3657'POST.  (NOTE 4)
 LW3657'
 LW3657'RM 1, STAMPED BITGOOD NO 2 1937 IS SET IN A DRILL HOLE IN A
 LW3657'BOULDER WHICH PROJECTS ABOUT 6 INCHES AND IS 3 FEET IN
 LW3657'DIAMETER.  IT IS 78.5 FEET NORTHEAST OF THE 14-INCH TRIANGLE
 LW3657'BLAZED TREE, 44.5 FEET NORTH OF CENTER OF SAWMILL HILL ROAD
 LW3657'AND 2 FEET WEST OF A METAL WITNESS POST.  (NOTE 12C)
 LW3657'
 LW3657'RM 2, STAMPED BITGOOD NO 2 1937 IS SET IN A DRILL HOLE IN A
 LW3657'BOULDER WHICH PROJECTS ABOUT 2 INCHES AND IS 2 BY 3 FOOT IN
 LW3657'SIZE.  IT IS 95.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LW3657'A HOUSE, 42 FEET SOUTH OF CENTER OF SAWMILL HILL ROAD AND 1.8 FEET
 LW3657'WEST OF A METAL WITNESS POST. (NOTE 12C)
 LW3657'
 LW3657'AZ MK, STAMPED BITGOOD 1937 IS SET IN A DRILL HOLE IN A
 LW3657'BOULDER (WHITE QUARTZ) WHICH PROJECTS 3 INCHES AND IS 1 BY 2
 LW3657'FOOT IN SIZE.  IT IS ABOUT 225 FEET EAST OF MARGARET HENRY ROAD AND
 LW3657'2 FEET NORTHWEST OF A METAL WITNESS POST.  (NOTE 17C)
 LW3657'
 LW3657'TO REACH THE AZ MK FROM THE STATION GO WEST ON SAWMILL HILL
 LW3657'ROAD FOR 0.05 MILE TO THE JUNCTION WITH MARGARET HENRY ROAD.  TURN
 LW3657'LEFT AND GO SOUTH ON MARGARET HENRY ROAD FOR 0.1 MILE TO A DIM
 LW3657'FIELD ENTRANCE ON THE LEFT.  TURN LEFT INTO FIELD AND GO
 LW3657'EAST-SOUTHEAST FOR 0.05 MILE ACROSS OLD FIELD TO MARK ON EAST
 LW3657'EDGE AS DESCRIBED.
 LW3657'
 LW3657'NOTE--AZ MK IS NOT VISIBLE FROM THE GROUND.
 LW3657'
 LW3657'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LW3657
 LW3657                          STATION RECOVERY (1973)
 LW3657
 LW3657'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3657'BITGOOD 1937 GOOD
 LW3657'
 LW3657'BITGOOD NO. 1 - 1937 EXCELLENT
 LW3657'
 LW3657'BITGOOD NO. 2 - 1937 EXCELLENT
 LW3657'
 LW3657'BITGOOD NO. 3 - 1937 EXCELLENT
 LW3657
 LW3657                          STATION RECOVERY (1974)
 LW3657
 LW3657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3657'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 LW3657'CONDITION.  THE 1968 DESCRIPTION IS ACCURATE AND ADEQUATE.
 LW3657'
 LW3657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTHEAST
 LW3657'OF DANIELSON.
 LW3657'
 LW3657'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6076 ***********************************************************************
 LX6076  DESIGNATION -  BITGOODS CHIMNEY
 LX6076  PID         -  LX6076
 LX6076  STATE/COUNTY-  CT/MIDDLESEX
 LX6076  USGS QUAD   -  DEEP RIVER (1971)
 LX6076
 LX6076                         *CURRENT SURVEY CONTROL
 LX6076  ___________________________________________________________________
 LX6076* NAD 83(1996)-  41 26 14.67856(N)    072 27 40.99187(W)     ADJUSTED  
 LX6076* NAVD 88     -                                                        
 LX6076  ___________________________________________________________________
 LX6076  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 LX6076  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6076
 LX6076  HORZ ORDER  -  THIRD
 LX6076
 LX6076.The horizontal coordinates were established by classical geodetic methods
 LX6076.and adjusted by the National Geodetic Survey in August 1998..
 LX6076
 LX6076
 LX6076.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6076
 LX6076.The geoid height was determined by GEOID03.
 LX6076
 LX6076;                    North         East     Units Scale Factor Converg.
 LX6076;SPC CT       -   219,528.110   328,921.490   MT  0.99998454   +0 11 28.9
 LX6076;SPC CT       -   720,235.14  1,079,136.59   sFT  0.99998454   +0 11 28.9
 LX6076;UTM  18      - 4,590,426.282   712,092.317   MT  1.00015362   +1 40 50.5
 LX6076
 LX6076                          SUPERSEDED SURVEY CONTROL
 LX6076
 LX6076  NAD 83(1992)-  41 26 14.67773(N)    072 27 40.99163(W) AD(       ) 4
 LX6076  NAD 83(1986)-  41 26 14.67955(N)    072 27 40.99433(W) AD(       ) 4
 LX6076  NAD 27      -  41 26 14.32000(N)    072 27 42.69800(W) AD(       ) 3
 LX6076
 LX6076.Superseded values are not recommended for survey control.
 LX6076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6076.See file dsdata.txt to determine how the superseded data were derived.
 LX6076
 LX6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1209290426(NAD 83)
 LX6076
 LX6076  HISTORY     - Date     Condition        Report By
 LX6076  HISTORY     - 1934     MONUMENTED       CGS
 LX6076  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6076
 LX6076                          STATION DESCRIPTION
 LX6076
 LX6076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6076'1.2 MILES S ON ROUTE 9, FROM THE INTERSECTION OF ROUTE 82, A
 LX6076'PRIVATE ROAD TURNS NORTHWESTERLY AND CONTINUES ALMOST PARALLEL
 LX6076'TO THE MAIN ROAD.  IT RISES TO AN ELEVATION OF ABOUT 30 FEET
 LX6076'ABOVE THE HIGHWAY.  THERE ARE THREE HOUSES ALONG THIS ROAD.  THE
 LX6076'MOST NORTHERLY, AND SMALLEST, IS OWNED BY DR. BITGOOD.
 LX6076'
 LX6076'IT IS A 1 1/2-STORY SHINGLED COTTAGE WITH A BROAD GREEN ROOF.  A
 LX6076'RECTANGULAR MASONRY CHIMNEY RISES THROUGH THE APEX OF THE S
 LX6076'GABLE.
 LX6076'
 LX6076'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6076
 LX6076                          STATION RECOVERY (1948)
 LX6076
 LX6076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6076'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5498 ***********************************************************************
 LX5498  DESIGNATION -  BLACK
 LX5498  PID         -  LX5498
 LX5498  STATE/COUNTY-  CT/NEW LONDON
 LX5498  USGS QUAD   -  NIANTIC (1983)
 LX5498
 LX5498                         *CURRENT SURVEY CONTROL
 LX5498  ___________________________________________________________________
 LX5498* NAD 83(1996)-  41 17 26.40462(N)    072 12 22.86235(W)     ADJUSTED  
 LX5498* NAVD 88     -        11.3    (meters)      37.     (feet)  VERTCON   
 LX5498  ___________________________________________________________________
 LX5498  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 LX5498  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX5498
 LX5498  HORZ ORDER  -  FIRST
 LX5498
 LX5498.The horizontal coordinates were established by classical geodetic methods
 LX5498.and adjusted by the National Geodetic Survey in August 1998..
 LX5498
 LX5498.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5498
 LX5498.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5498
 LX5498.The geoid height was determined by GEOID03.
 LX5498
 LX5498;                    North         East     Units Scale Factor Converg.
 LX5498;SPC CT       -   203,333.886   350,338.455   MT  0.99999209   +0 21 37.7
 LX5498;SPC CT       -   667,104.59  1,149,402.08   sFT  0.99999209   +0 21 37.7
 LX5498;SPC NY L     -   126,358.673   450,237.279   MT  1.00002442   +1 10 23.5
 LX5498;SPC NY L     -   414,561.75  1,477,153.47   sFT  1.00002442   +1 10 23.5
 LX5498;UTM  18      - 4,574,789.639   733,927.125   MT  1.00027351   +1 50 39.5
 LX5498
 LX5498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5498!SPC CT       -   1.00000303  x   0.99999209  =   0.99999512
 LX5498!SPC NY L     -   1.00000303  x   1.00002442  =   1.00002745
 LX5498!UTM  18      -   1.00000303  x   1.00027351  =   1.00027654
 LX5498
 LX5498|---------------------------------------------------------------------|
 LX5498| PID    Reference Object                     Distance      Geod. Az  |
 LX5498|                                                           dddmmss.s |
 LX5498| CZ7064 BLACK RM 4                           25.244 METERS 00548     |
 LX5498| LX5441 NIANTIC BAPTIST CHURCH TOWER        APPROX. 3.6 KM 0082805.2 |
 LX5498| LX5440 NIANTIC BLACK YELLOW TANK           APPROX. 3.2 KM 0085409.0 |
 LX5498| LX5514 NIANTIC ST AGNES CATH CH SPIRE      APPROX. 3.4 KM 0100133.3 |
 LX5498| LX5442 OLD HOSPITAL FIRE ESCAPE            APPROX. 3.1 KM 0102300.2 |
 LX5498| LX5443 THAMES DYE BLEACHER CO TANK         APPROX. 3.9 KM 0120032.0 |
 LX5498| LX5449 NIANTIC SPIRE                       APPROX. 4.2 KM 0154151.9 |
 LX5498| LX5445 WIGWAM ROCK                         APPROX. 3.1 KM 0171126.9 |
 LX5498| LX5450 NIANTIC FLAGPOLE                    APPROX. 3.9 KM 0174545.0 |
 LX5498| LX5511 NIANTIC MIL TANK                    APPROX. 5.1 KM 0190629.3 |
 LX5498| LX5497 BONDS BARN CUPOLA                   104.717 METERS 02159     |
 LX5498| LX5503 BARN CUPOLA                         APPROX. 5.1 KM 0383610.1 |
 LX5498| LX5510 MILLSTONE ATOMIC UTIL STACK         APPROX. 4.0 KM 0580718.5 |
 LX5498| LX5479 MILLSTONE POINT WEST CHIMNEY        APPROX. 3.7 KM 0580806.7 |
 LX5498| LX5415 NEW LONDON COUNTRY CLUB FLAG        APPROX. 6.5 KM 0591605.4 |
 LX5498| LX5480 MILLSTONE POINT STACK               APPROX. 3.8 KM 0592403.6 |
 LX5498| LX5496 BOND FLAGPOLE                       120.646 METERS 15209     |
 LX5498| CZ7063 BLACK RM 3                           37.310 METERS 15843     |
 LX5498| LX5433 SCOVILLES WINDMILL                  APPROX. 0.6 KM 2115353.7 |
 LX5498| CZ7062 BLACK RM 1                           36.416 METERS 24857     |
 LX5498| LX5428 LONG LEDGE HOUSE GABLE              APPROX. 1.4 KM 2700221.1 |
 LX5498| LX5861 LYME RM 4                           APPROX. 5.5 KM 2704352.3 |
 LX5498| LX5429 GRISWOLD ISLAND CHIMNEY             APPROX. 1.4 KM 2794012.0 |
 LX5498| LX5486 BROCHETT CHIMNEY                    APPROX. 2.2 KM 2893514.8 |
 LX5498| LX5495 BLACK POINT ELEV TANK               APPROX. 0.6 KM 3111634.8 |
 LX5498| LX5515 BLACK RM 2                          167.112 METERS 34158     |
 LX5498| LX5432 NIANTIC RUSTY TANK                  APPROX. 1.1 KM 3432721.1 |
 LX5498| LX5519 EAST LYME STANDPIPE                 APPROX. 5.2 KM 3444440.2 |
 LX5498|---------------------------------------------------------------------|
 LX5498
 LX5498                          SUPERSEDED SURVEY CONTROL
 LX5498
 LX5498  NAD 83(1992)-  41 17 26.40344(N)    072 12 22.86179(W) AD(       ) 1
 LX5498  NAD 83(1986)-  41 17 26.40531(N)    072 12 22.86636(W) AD(       ) 1
 LX5498  NAD 27      -  41 17 26.05500(N)    072 12 24.59100(W) AD(       ) 1
 LX5498  NGVD 29 (07/19/86)   11.6    (m)           38.     (f) VERT ANG       
 LX5498
 LX5498.Superseded values are not recommended for survey control.
 LX5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5498.See file dsdata.txt to determine how the superseded data were derived.
 LX5498
 LX5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3392774790(NAD 83)
 LX5498_MARKER: DS = TRIANGULATION STATION DISK
 LX5498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5498+STABILITY: SURFACE MOTION
 LX5498
 LX5498  HISTORY     - Date     Condition        Report By
 LX5498  HISTORY     - 1934     MONUMENTED       CGS
 LX5498  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5498  HISTORY     - 1971     GOOD             CTDT
 LX5498  HISTORY     - 1975     GOOD             NGS
 LX5498  HISTORY     - 1984     GOOD             USPSQD
 LX5498  HISTORY     - 1989     GOOD             USPSQD
 LX5498
 LX5498                          STATION DESCRIPTION
 LX5498
 LX5498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5498'THIS STATION CAN BE REACHED FROM NIANTIC.  GO W ON MAIN STREET
 LX5498'TO BLACK POINT ROAD, TURN LEFT AND FOLLOW BLACK POINT ROAD FOR
 LX5498'0.9 MILE TO ATTAWAN PARK.  TAKE THE LEFT FORK AND GO 0.6 MILE TO
 LX5498'BILLOW ROAD.  BEAR LEFT FOR 0.1 MILE TO E SHORE DRIVE FOLLOWING
 LX5498'THIS DRIVE FOR 0.7 MILE TO BOND STREET.  TURN RIGHT AND GO 0.1
 LX5498'MILE A PRIVATE DRIVE.  TURN LEFT AND GO 0.1 MILE TO OPENING IN
 LX5498'A STONE FENCE ON THE W SIDE OF THE ROAD.  THE STATION IS 116.5
 LX5498'METERS N 70 DEG W (MAGNETIC) FROM THE CENTER LINE OF THE DRIVE
 LX5498'AT THIS POINT AND IS IN AN OPEN FIELD.  IT BEARS N 40 DEG W
 LX5498'(MAGNETIC) AND IS 56.8 METERS FROM THE N CORNER OF AN
 LX5498'UNPAINTED SHINGLE BARN.  THE STATION IS A STANDARD DISC SET IN
 LX5498'A 8- BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND.
 LX5498'
 LX5498'SUB-SURFACE MARK IS SET IN AN IRREGULAR MASS OF CONCRETE BELOW
 LX5498'THE BASE OF THE SURFACE MARK.
 LX5498'
 LX5498'REFERENCE MARKS NO. 1 AND NO. 3 ARE STANDARD DISCS SET IN BOULDERS
 LX5498'W AND S OF STATION RESPECTIVELY.  REFERENCE MARK NO. 2 IS STANDARD
 LX5498'DISC SET IN BOULDER AT N END OF FIELD.
 LX5498'
 LX5498'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LX5498
 LX5498                          STATION RECOVERY (1954)
 LX5498
 LX5498'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5498'STATION MARK AND REFERENCE MARKS 2 AND 3 WERE NOT RECOVERED AFTER
 LX5498'A THOROUGH SEARCH BY TWO MEN.  REFERENCE MARK 1 WAS RECOVERED IN
 LX5498'GOOD CONDITION.  THE STATION MARK IS BELIEVED TO HAVE BEEN
 LX5498'DESTROYED BY CULTIVATION OF THE FIELD IN WHICH IT WAS LOCATED.
 LX5498
 LX5498                          STATION RECOVERY (1971)
 LX5498
 LX5498'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5498'THE STATION AND REFERENCE MARK 1, REFERENCE MARK 2 WERE FOUND IN
 LX5498'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND.
 LX5498'
 LX5498'TO REACH THE STATION FROM NIANTIC AT THE INTERSECTION OF ROUTE
 LX5498'161 (PENN. AVENUE) AND ROUTE 156 (MAIN STREET) GO WEST ON ROUTE 156
 LX5498'FOR 0.6 MILE TO BLACK POINT ROAD, TURN LEFT, SOUTH, GO 0.4 MILE TO
 LX5498'A T INTERSECTION AND GO WEST ON OLD BLACK POINT ROAD FOR 2.0 MILES
 LX5498'TO THE GREAT WIGHT WAY ROAD, TURN LEFT, EAST, GO 0.35 MILE TO A
 LX5498'PRIVATE ROAD ON THE LEFT, NORTH, CONTINUE FOR 0.2 MILE TO A DIRT
 LX5498'ROAD AND THE STATION IS ABOUT 380 FEET WEST OF THE PRIVATE
 LX5498'ROAD.
 LX5498
 LX5498                          STATION RECOVERY (1975)
 LX5498
 LX5498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5498'THE STATION MARK WAS RECOVERED, BUT IT APPEARS AS IF IT MAY HAVE
 LX5498'BEEN HIT BY MACHINERY AND IS LEANING SLIGHTLY.  REFERENCE MARKS
 LX5498'1 AND 2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 LX5498'SEARCHED FOR BUT NOT RECOVERED AT THIS TIME.  REFERENCE MARK 4 WAS
 LX5498'ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 1 WAS
 LX5498'FOUND TO BE LESS BY 4 MINUTES AND 33 SECONDS AND THE DIRECTION
 LX5498'TO REFERENCE MARK 2 WAS FOUND TO BE LESS BY 1 MINUTE AND 14
 LX5498'SECONDS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 LX5498'LONGER BY 0.036 METERS AND THE DISTANCE TO REFERENCE MARK 2 WAS
 LX5498'FOUND TO BE LONGER BY 0.015 METERS.  A NEW AND COMPLETE
 LX5498'DESCRIPTION FOLLOWS.
 LX5498'
 LX5498'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF NEW
 LX5498'LONDON, 3 MILES SOUTHEAST OF SOUTH LYME AND 2-1/2 MILES SOUTH OF
 LX5498'NIANTIC.  IT IS ON THE PROPERTY OF MR. WILLIAM BOND.  14 WEST
 LX5498'LANE.  NIANTIC, CONNECTICUT.  06357.  HIS TELEPHONE NUMBER IS
 LX5498'739-8645.
 LX5498'
 LX5498'TO REACH THE STATION FROM THE POST OFFICE IN NIANTIC, GO WEST
 LX5498'ON STATE HIGHWAY 156 FOR 0.4 MILE TO A CROSSROAD, TURN LEFT AND
 LX5498'GO SOUTH ON BLACK POINT ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT,
 LX5498'CONTINUE SOUTHERLY ON BLACK POINT ROAD FOR 0.4 MILE TO A
 LX5498'T-ROAD.  TURN RIGHT AND GO WESTERLY ON OLD BLACK POINT ROAD FOR
 LX5498'1.4 MILES TO THE ENTRANCE TO OLD BLACK POINT PRIVATE
 LX5498'BEACHES.  CONTINUE AHEAD ON OLD BLACK POINT ROAD FOR 0.35
 LX5498'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON GREAT
 LX5498'WIGHT WAY ROAD FOR 0.3 MILE TO A T-ROAD, TURN LEFT AND GO
 LX5498'NORTH FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND
 LX5498'GO WEST ON THE DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE
 LX5498'RIGHT AS DESCRIBED.
 LX5498'
 LX5498'THE STATION MARK IS A STANDARD DISK STAMPED BLACK 1934, SET
 LX5498'IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST WHICH IS ABOUT 4
 LX5498'INCHES BELOW THE GROUND SURFACE.  IT IS 153 FEET NORTHWEST OF
 LX5498'THE APPROXIMATE CENTER OF THE DRIVEWAY, 97 FEET EAST OF A METAL
 LX5498'WITNESS POST, 95 FEET EAST OF THE WEST EDGE OF A CLEARING AND
 LX5498'62 FEET SOUTH OF THE SOUTH EDGE OF A SMALL GOLF COURSE.  THE
 LX5498'1934 DESCRIPTION STATES THAT THE UNDERGROUND MARK IS SET IN THE
 LX5498'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 30 INCHES
 LX5498'BELOW THE GROUND SURFACE.
 LX5498'
 LX5498'REFERENCE MARK 1, STAMPED BLACK NO 1 1934, IS A STANDARD
 LX5498'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 2 FOOT
 LX5498'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX5498'SURFACE.  IT IS 156 FEET NORTH OF THE SOUTH EDGE OF THE CLEARING,
 LX5498'39 FEET SOUTHWEST OF A METAL WITNESS POST AND 33.5 FEET SOUTH OF
 LX5498'THE NORTH EDGE OF THE CLEARING.
 LX5498'
 LX5498'REFERENCE MARK 2, STAMPED BLACK NO 2 1934, IS A STANDARD
 LX5498'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 3 FOOT
 LX5498'BOULDER WHICH PROJECTS ABOUT 12 INCHES ABOVE THE GROUND
 LX5498'SURFACE.  IT IS 39 FEET WEST OF HOLE NUMBER 2 OF THE GOLF
 LX5498'COURSE, 19 FEET EAST OF THE WEST EDGE OF THE GOLF COURSE AND 7.5
 LX5498'FEET SOUTH OF THE NORTH EDGE OF THE GOLF COURSE.
 LX5498'
 LX5498'REFERENCE MARK 4, STAMPED BLACK 1934 RM 4 1975, IS A STANDARD
 LX5498'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX5498'IS ABOUT 1 FOOT ACROSS AND PROJECTS ABOUT 4 INCHES ABOVE THE
 LX5498'GROUND SURFACE.  IT IS 138.5 FEET WEST OF THE APPROXIMATE
 LX5498'CENTER OF THE GRAVELED DRIVE, 137 FEET NORTHEAST OF A METAL
 LX5498'WITNESS POST AND 107 FEET EAST OF WEST EDGE OF THE CLEARING.
 LX5498'
 LX5498'HEIGHT OF LIGHT ABOVE STATION MARK 73.5 FEET.
 LX5498'
 LX5498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5498'2-1/2 MILES SOUTH OF NIANTIC.
 LX5498
 LX5498                          STATION RECOVERY (1984)
 LX5498
 LX5498'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5498'STATION BLACK 1934 RECOVERED GOOD --LOCATED 6 INCHES BELOW SURFACE.
 LX5498'
 LX5498'RM 1 BLACK 1934 RECOVERED GOOD.
 LX5498'
 LX5498'RM 2 BLACK 1934 RECOVERED GOOD.
 LX5498'
 LX5498'RM 4 BLACK 1975 RECOVERED GOOD -- THIS STATION LOCATED 83 FEET
 LX5498'1 INCH NORTH OF STATION.
 LX5498'
 LX5498'(UNABLE TO LOCATE RM 3).
 LX5498'
 LX5498'(RM 4 WAS NOT LISTED ON THE PAPERS DESCRIPTION).
 LX5498
 LX5498                          STATION RECOVERY (1989)
 LX5498
 LX5498'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5339 ***********************************************************************
 LX5339  DESIGNATION -  BLACK LEDGE ROCKS THAMES R ENT
 LX5339  PID         -  LX5339
 LX5339  STATE/COUNTY-  CT/NEW LONDON
 LX5339  USGS QUAD   -  NEW LONDON (1984)
 LX5339
 LX5339                         *CURRENT SURVEY CONTROL
 LX5339  ___________________________________________________________________
 LX5339* NAD 83(1996)-  41 18 19.80405(N)    072 04 17.10465(W)     ADJUSTED  
 LX5339* NAVD 88     -                                                        
 LX5339  ___________________________________________________________________
 LX5339  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LX5339  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX5339
 LX5339  HORZ ORDER  -  THIRD
 LX5339
 LX5339.The horizontal coordinates were established by classical geodetic methods
 LX5339.and adjusted by the National Geodetic Survey in August 1998..
 LX5339
 LX5339
 LX5339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5339
 LX5339.The geoid height was determined by GEOID03.
 LX5339
 LX5339;                    North         East     Units Scale Factor Converg.
 LX5339;SPC CT       -   205,061.121   361,627.713   MT  0.99999103   +0 26 59.8
 LX5339;SPC CT       -   672,771.36  1,186,440.26   sFT  0.99999103   +0 26 59.8
 LX5339;UTM  18      - 4,576,809.290   745,171.405   MT  1.00033982   +1 56 02.5
 LX5339;UTM  19      - 4,577,222.998   242,869.380   MT  1.00041377   -2 01 42.5
 LX5339
 LX5339                          SUPERSEDED SURVEY CONTROL
 LX5339
 LX5339  NAD 83(1992)-  41 18 19.80280(N)    072 04 17.10363(W) AD(       ) 4
 LX5339  NAD 83(1986)-  41 18 19.80410(N)    072 04 17.10980(W) AD(       ) 4
 LX5339  NAD 27      -  41 18 19.48000(N)    072 04 18.83000(W) AD(       ) 3
 LX5339
 LX5339.Superseded values are not recommended for survey control.
 LX5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5339.See file dsdata.txt to determine how the superseded data were derived.
 LX5339
 LX5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4517176809(NAD 83)
 LX5339_MARKER: 05 = ROCK AWASH
 LX5339
 LX5339  HISTORY     - Date     Condition        Report By
 LX5339  HISTORY     - 1947     FIRST OBSERVED   CGS
 LX5339  HISTORY     - 1954     GOOD             CGS
 LX5339  HISTORY     - 1984     GOOD             USPSQD
 LX5339  HISTORY     - 1989     GOOD             USPSQD
 LX5339
 LX5339                          STATION DESCRIPTION
 LX5339
 LX5339'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JCS)
 LX5339'THESE ROCKS WERE LOCATED AS DANGERS TO NAVIGATION.  THEY COVER
 LX5339'A SMALL EXTENT OF BLACK LEDGE AT THE ENTRANCE TO THE THAMES
 LX5339'RIVER.  AT MEAN HIGH WATER THEY BARE 2 FEET.  THE POINT OBSERVED
 LX5339'ON WAS THE HIGHEST ROCK NEAR THE CENTER OF THE ROCKS.
 LX5339
 LX5339                          STATION RECOVERY (1954)
 LX5339
 LX5339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5339'BLACK LEDGE ROCKS STILL EXIST, AND APPEAR TO BE AS DESCRIBED IN
 LX5339'THE ORIGINAL 1947 DESCRIPTION.
 LX5339
 LX5339                          STATION RECOVERY (1984)
 LX5339
 LX5339'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5339'ROCKS ON BLACK LEDGE RECOVERED GOOD.
 LX5339'
 LX5339'RECOVERED AS DESCRIBED IN 1947 DESCRIPTION.
 LX5339
 LX5339                          STATION RECOVERY (1989)
 LX5339
 LX5339'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3724 ***********************************************************************
 LX3724  DESIGNATION -  BLACK ROCK HARBOR BCN 3
 LX3724  PID         -  LX3724
 LX3724  STATE/COUNTY-  CT/FAIRFIELD
 LX3724  USGS QUAD   -  BRIDGEPORT (1984)
 LX3724
 LX3724                         *CURRENT SURVEY CONTROL
 LX3724  ___________________________________________________________________
 LX3724* NAD 83(1996)-  41 08 34.59885(N)    073 13 21.27871(W)     ADJUSTED  
 LX3724* NAVD 88     -                                                        
 LX3724  ___________________________________________________________________
 LX3724  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 LX3724  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX3724
 LX3724  HORZ ORDER  -  THIRD
 LX3724
 LX3724.The horizontal coordinates were established by classical geodetic methods
 LX3724.and adjusted by the National Geodetic Survey in August 1998..
 LX3724
 LX3724
 LX3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3724
 LX3724.The geoid height was determined by GEOID03.
 LX3724
 LX3724;                    North         East     Units Scale Factor Converg.
 LX3724;SPC CT       -   186,893.221   265,126.195   MT  1.00000625   -0 18 48.0
 LX3724;SPC CT       -   613,165.51    869,834.86   sFT  1.00000625   -0 18 48.0
 LX3724;SPC NY L     -   108,703.921   365,266.738   MT  1.00000793   +0 30 30.6
 LX3724;SPC NY L     -   356,639.45  1,198,379.29   sFT  1.00000793   +0 30 30.6
 LX3724;UTM  18      - 4,556,147.932   649,163.802   MT  0.99987384   +1 10 10.7
 LX3724
 LX3724                          SUPERSEDED SURVEY CONTROL
 LX3724
 LX3724  NAD 83(1992)-  41 08 34.59819(N)    073 13 21.27798(W) AD(       ) 4
 LX3724  NAD 83(1986)-  41 08 34.60138(N)    073 13 21.28116(W) AD(       ) 4
 LX3724  NAD 27      -  41 08 34.25600(N)    073 13 22.87600(W) AD(       ) 3
 LX3724
 LX3724.Superseded values are not recommended for survey control.
 LX3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3724.See file dsdata.txt to determine how the superseded data were derived.
 LX3724
 LX3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4916456148(NAD 83)
 LX3724
 LX3724  HISTORY     - Date     Condition        Report By
 LX3724  HISTORY     - 1933     MONUMENTED       CGS
 LX3724  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3724  HISTORY     - 19950804 GOOD             USPSQD
 LX3724
 LX3724                          STATION DESCRIPTION
 LX3724
 LX3724'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3724'A LIGHTED BEACON MARKING THE W SIDE OF THE BEND IN THE CHANNEL
 LX3724'AT THE MOUTH OF BLACK ROCK HARBOR.  THE STATION WAS THE CENTER
 LX3724'OF THE LIGHT.
 LX3724
 LX3724                          STATION RECOVERY (1959)
 LX3724
 LX3724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3724'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.  ABOVE ITS
 LX3724'TRUNCATED PILE OF ROCKS, IS A CONCRETE BASE, PAINTED WHITE.  SECURED
 LX3724'TO THE CONCRETE IS A TAPERING, STEEL SUPERSTRUCTURE, THE LOWER
 LX3724'HALF OF WHICH IS WHITE, AND THE UPPER HALF IS PAINTED BLACK.  THE
 LX3724'LIGHT IS ON TOP OF THE STEEL SUPERSTRUCTURE.
 LX3724'
 LX3724'THIS IS 3 ON USC AND GS CHART 220 (FL G EV 2-1/2 SEC).
 LX3724
 LX3724                          STATION RECOVERY (1995)
 LX3724
 LX3724'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3729 ***********************************************************************
 LX3729  DESIGNATION -  BLACK ROCK HARBOR BCN 1
 LX3729  PID         -  LX3729
 LX3729  STATE/COUNTY-  CT/FAIRFIELD
 LX3729  USGS QUAD   -  BRIDGEPORT (1984)
 LX3729
 LX3729                         *CURRENT SURVEY CONTROL
 LX3729  ___________________________________________________________________
 LX3729* NAD 83(1996)-  41 08 13.46395(N)    073 13 02.08130(W)     ADJUSTED  
 LX3729* NAVD 88     -                                                        
 LX3729  ___________________________________________________________________
 LX3729  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 LX3729  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX3729
 LX3729  HORZ ORDER  -  THIRD
 LX3729
 LX3729.The horizontal coordinates were established by classical geodetic methods
 LX3729.and adjusted by the National Geodetic Survey in August 1998..
 LX3729
 LX3729
 LX3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3729
 LX3729.The geoid height was determined by GEOID03.
 LX3729
 LX3729;                    North         East     Units Scale Factor Converg.
 LX3729;SPC CT       -   186,238.799   265,570.355   MT  1.00000695   -0 18 35.3
 LX3729;SPC CT       -   611,018.46    871,292.07   sFT  1.00000695   -0 18 35.3
 LX3729;UTM  18      - 4,555,505.309   649,624.688   MT  0.99987554   +1 10 22.9
 LX3729
 LX3729                          SUPERSEDED SURVEY CONTROL
 LX3729
 LX3729  NAD 83(1992)-  41 08 13.46311(N)    073 13 02.08055(W) AD(       ) 4
 LX3729  NAD 83(1986)-  41 08 13.46593(N)    073 13 02.08509(W) AD(       ) 4
 LX3729  NAD 83(1986)-  41 08 13.46492(N)    073 13 02.08402(W) AD(       ) 4
 LX3729  NAD 83(1986)-  41 08 13.53627(N)    073 13 02.05538(W) AD(       ) 4
 LX3729  NAD 27      -  41 08 13.18800(N)    073 13 03.64900(W) AD(       ) 3
 LX3729
 LX3729.Superseded values are not recommended for survey control.
 LX3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3729.See file dsdata.txt to determine how the superseded data were derived.
 LX3729
 LX3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4962555505(NAD 83)
 LX3729_MARKER: 14 = NAVIGATION LIGHT
 LX3729_SETTING: 0 = UNSPECIFIED SETTING
 LX3729
 LX3729  HISTORY     - Date     Condition        Report By
 LX3729  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX3729  HISTORY     - 1947     SEE DESCRIPTION  CGS
 LX3729  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3729  HISTORY     - 1982     GOOD             NGS
 LX3729  HISTORY     - 19950804 GOOD             USPSQD
 LX3729
 LX3729                          STATION DESCRIPTION
 LX3729
 LX3729'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3729'A LIGHTED BEACON SITUATED ABOUT 1/2 MILE S OF FAYERWEATHER
 LX3729'ISLAND.  STATION WAS THE CENTER OF THE LIGHT.
 LX3729
 LX3729                          STATION RECOVERY (1947)
 LX3729
 LX3729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947
 LX3729'REPORT FROM NOTICE TO MARINERS NO. 51 DATED DECEMBER 20, 1947--
 LX3729'
 LX3729'BLACK ROCK HARBOR BEACON NO. 1 HAS BEEN RENUMBERED 2A.
 LX3729
 LX3729                          STATION RECOVERY (1959)
 LX3729
 LX3729'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3729'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.  ABOVE ITS
 LX3729'TRUNCATED PILE OF ROCKS, IS A CONCRETE BASE, PAINTED
 LX3729'WHITE.  SECURED TO THE CONCRETE, IS A TAPERING, RED, STEEL
 LX3729'SUPERSTRUCTURE, SURMOUNTED BY THE LIGHT.
 LX3729'
 LX3729'THIS IS 2 A ON USC AND GS CHART 220 (FL EV 4 SEC).
 LX3729
 LX3729                          STATION RECOVERY (1982)
 LX3729
 LX3729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3729'THE STATION, BLACK ROCK HARBOR BEACON 1, WAS
 LX3729'RECOVERED IN GOOD CONDITION.  THE STATION WAS
 LX3729'DESIGNATED BLACK ROCK HARBOR 1 IN 1933.
 LX3729'THIS LIGHT IS NOW BLACK ROCK HARBOR ENTRANCE LIGHT 2A.
 LX3729'
 LX3729'THE STATION, BLACK ROCK HARBOR BEACON 1, IS THE
 LX3729'GREEN LIGHT MOUNTED ATOP ONE OF THE LEGS OF THE 4
 LX3729'LEGGED SKELETON STEEL TOWER THAT IS SET ON A
 LX3729'CONCRETE BASE ON A ROCKY SHOAL.  IT IS ABOUT 5
 LX3729'METERS (15 FT) IN HEIGHT.
 LX3729'
 LX3729'THE STATION IS LOCATED ABOUT 0.6 KM (0.35 MI)
 LX3729'SOUTH OF THE SOUTH END OF FAYERWEATHER ISLAND ON A
 LX3729'SHOAL ON THE EAST SIDE OF THE CHANNEL.
 LX3729'OWNERSHIP--CITY OF NORWALK, NORWALK CT 06858.
 LX3729'
 LX3729'DESCRIBED BY G. R. HEID.
 LX3729
 LX3729                          STATION RECOVERY (1995)
 LX3729
 LX3729'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3725 ***********************************************************************
 LX3725  DESIGNATION -  BLACK ROCK LIGHTHOUSE
 LX3725  PID         -  LX3725
 LX3725  STATE/COUNTY-  CT/FAIRFIELD
 LX3725  USGS QUAD   -  BRIDGEPORT (1984)
 LX3725
 LX3725                         *CURRENT SURVEY CONTROL
 LX3725  ___________________________________________________________________
 LX3725* NAD 83(1996)-  41 08 32.51353(N)    073 13 02.60868(W)     ADJUSTED  
 LX3725* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3725  ___________________________________________________________________
 LX3725  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LX3725  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX3725
 LX3725  HORZ ORDER  -  THIRD
 LX3725
 LX3725.The horizontal coordinates were established by classical geodetic methods
 LX3725.and adjusted by the National Geodetic Survey in August 1998..
 LX3725
 LX3725.The orthometric height was scaled from a topographic map.
 LX3725
 LX3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3725
 LX3725.The geoid height was determined by GEOID03.
 LX3725
 LX3725;                    North         East     Units Scale Factor Converg.
 LX3725;SPC CT       -   186,826.523   265,561.234   MT  1.00000632   -0 18 35.7
 LX3725;SPC CT       -   612,946.68    871,262.15   sFT  1.00000632   -0 18 35.7
 LX3725;UTM  18      - 4,556,092.522   649,600.364   MT  0.99987545   +1 10 23.0
 LX3725
 LX3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3725!SPC CT       -   1.00000459  x   1.00000632  =   1.00001091
 LX3725!UTM  18      -   1.00000459  x   0.99987545  =   0.99988004
 LX3725
 LX3725:                Primary Azimuth Mark                     Grid Az
 LX3725:SPC CT       -  ROCK                                     288 30 41.9
 LX3725:UTM  18      -  ROCK                                     287 01 43.2
 LX3725
 LX3725|---------------------------------------------------------------------|
 LX3725| PID    Reference Object                     Distance      Geod. Az  |
 LX3725|                                                           dddmmss.s |
 LX3725| LX3755 ROCK                                APPROX. 0.8 KM 2881206.2 |
 LX3725|---------------------------------------------------------------------|
 LX3725
 LX3725                          SUPERSEDED SURVEY CONTROL
 LX3725
 LX3725  NAD 83(1992)-  41 08 32.51282(N)    073 13 02.60787(W) AD(       ) 3
 LX3725  NAD 83(1986)-  41 08 32.51603(N)    073 13 02.61086(W) AD(       ) 3
 LX3725  NAD 27      -  41 08 32.17000(N)    073 13 04.20500(W) AD(       ) 3
 LX3725
 LX3725.Superseded values are not recommended for survey control.
 LX3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3725.See file dsdata.txt to determine how the superseded data were derived.
 LX3725
 LX3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4960056093(NAD 83)
 LX3725
 LX3725  HISTORY     - Date     Condition        Report By
 LX3725  HISTORY     - UNK      MONUMENTED
 LX3725  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3725  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3725  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3725  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3725  HISTORY     - 1987     GOOD             USPSQD
 LX3725  HISTORY     - 19950804 GOOD             USPSQD
 LX3725
 LX3725                          STATION DESCRIPTION
 LX3725
 LX3725'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HPR)
 LX3725'THIS LIGHTHOUSE WAS BUILT IN 1809, AND REBUILT IN 1823.  IT WAS
 LX3725'DETERMINED IN 1833 AND IN 1885.  IT WAS VISITED IN 1908 AND FOUND
 LX3725'UNCHANGED.
 LX3725
 LX3725                          STATION RECOVERY (1916)
 LX3725
 LX3725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3725'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT, WITH
 LX3725'THE FOLLOWING ADDITIONS--FROM LIGHT LIST 1916 - ON S END OF
 LX3725'FAYERWEATHER ISLAND.  LIGHT ABOVE HIGH WATER 40 FEET - WHITE STONE
 LX3725'TOWER.  TOP OF LANTERN ABOVE BASE 41 FEET.
 LX3725
 LX3725                          STATION RECOVERY (1933)
 LX3725
 LX3725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3725'RECOVERED.  THIS IS NO LONGER USED AS A LIGHT, AND THE PROPERTY HAS
 LX3725'BEEN TRANSFERRED TO THE CITY OF BRIDGEPORT FOR PARK PURPOSES.
 LX3725
 LX3725                          STATION RECOVERY (1959)
 LX3725
 LX3725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3725'RECOVERED AS DESCRIBED.  G.C.M.S 1933 NOTE IS STILL
 LX3725'CORRECT.  H.P.R.S NOTATION, WHITE STONE TOWER, IS ALSO STILL
 LX3725'CORRECT.
 LX3725
 LX3725                          STATION RECOVERY (1987)
 LX3725
 LX3725'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3725'RECOVERED IN GOOD CONDITION.
 LX3725
 LX3725                          STATION RECOVERY (1995)
 LX3725
 LX3725'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3897 ***********************************************************************
 LX3897  DESIGNATION -  BLACK STACK
 LX3897  PID         -  LX3897
 LX3897  STATE/COUNTY-  CT/FAIRFIELD
 LX3897  USGS QUAD   -  STAMFORD (1984)
 LX3897
 LX3897                         *CURRENT SURVEY CONTROL
 LX3897  ___________________________________________________________________
 LX3897* NAD 83(1996)-  41 01 47.34820(N)    073 35 50.49185(W)     ADJUSTED  
 LX3897* NAVD 88     -                                                        
 LX3897  ___________________________________________________________________
 LX3897  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LX3897  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX3897
 LX3897  HORZ ORDER  -  THIRD
 LX3897
 LX3897.The horizontal coordinates were established by classical geodetic methods
 LX3897.and adjusted by the National Geodetic Survey in August 1998..
 LX3897
 LX3897
 LX3897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3897
 LX3897.The geoid height was determined by GEOID03.
 LX3897
 LX3897;                    North         East     Units Scale Factor Converg.
 LX3897;SPC CT       -   174,570.779   233,539.662   MT  1.00002155   -0 33 42.7
 LX3897;SPC CT       -   572,737.63    766,204.71   sFT  1.00002155   -0 33 42.7
 LX3897;SPC NY L     -    95,928.894   333,860.890   MT  0.99999981   +0 15 48.1
 LX3897;SPC NY L     -   314,726.71  1,095,341.94   sFT  0.99999981   +0 15 48.1
 LX3897;UTM  18      - 4,543,014.811   617,912.740   MT  0.99977112   +0 55 15.1
 LX3897
 LX3897                          SUPERSEDED SURVEY CONTROL
 LX3897
 LX3897  NAD 83(1992)-  41 01 47.34734(N)    073 35 50.49166(W) AD(       ) 4
 LX3897  NAD 83(1986)-  41 01 47.34687(N)    073 35 50.49180(W) AD(       ) 4
 LX3897  NAD 27      -  41 01 46.99200(N)    073 35 52.03600(W) AD(       ) 3
 LX3897
 LX3897.Superseded values are not recommended for survey control.
 LX3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3897.See file dsdata.txt to determine how the superseded data were derived.
 LX3897
 LX3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1791343015(NAD 83)
 LX3897
 LX3897  HISTORY     - Date     Condition        Report By
 LX3897  HISTORY     - 1931     MONUMENTED       CGS
 LX3897  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3897  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX3897
 LX3897                          STATION DESCRIPTION
 LX3897
 LX3897'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3897'THE STACK OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD COMPANY
 LX3897'POWER PLANT.  THE PLANT IS LOCATED AT THE FOOT OF STRICKLEND ROAD,
 LX3897'ADJACENT TO THE RAILROAD AND NEAR THE COS COB RAILROAD STATION.
 LX3897'THE STACK IS 205 FEET HIGH, AND IS STEEL, PAINTED ALUMINUM.  IT HAS
 LX3897'BEEN DISCOLORED BY SMOKE AND APPEARS TO BE BLACK FROM A
 LX3897'DISTANCE.
 LX3897
 LX3897                          STATION RECOVERY (1933)
 LX3897
 LX3897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3897'STATION RECOVERED AS DESCRIBED.
 LX3897
 LX3897                          STATION RECOVERY (1988)
 LX3897
 LX3897'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX3897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY3757 ***********************************************************************
 MY3757  DESIGNATION -  BLACKMER
 MY3757  PID         -  MY3757
 MY3757  STATE/COUNTY-  CT/WINDHAM
 MY3757  USGS QUAD   -  WEBSTER (1979)
 MY3757
 MY3757                         *CURRENT SURVEY CONTROL
 MY3757  ___________________________________________________________________
 MY3757* NAD 83(1996)-  42 01 23.42617(N)    071 59 06.24834(W)     ADJUSTED  
 MY3757* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 MY3757  ___________________________________________________________________
 MY3757  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MY3757  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 MY3757
 MY3757  HORZ ORDER  -  SECOND
 MY3757
 MY3757.The horizontal coordinates were established by classical geodetic methods
 MY3757.and adjusted by the National Geodetic Survey in August 1998..
 MY3757
 MY3757.The NAVD 88 height was computed by applying the VERTCON shift value to
 MY3757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MY3757
 MY3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3757
 MY3757.The geoid height was determined by GEOID03.
 MY3757
 MY3757;                    North         East     Units Scale Factor Converg.
 MY3757;SPC CT       -   284,827.383   368,153.142   MT  1.00001960   +0 30 25.9
 MY3757;SPC CT       -   934,471.17  1,207,849.10   sFT  1.00001960   +0 30 25.9
 MY3757;UTM  19      - 4,656,660.979   252,861.621   MT  1.00035161   -1 59 57.5
 MY3757;UTM  18      - 4,656,747.726   749,610.940   MT  1.00036673   +2 01 09.6
 MY3757
 MY3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3757!SPC CT       -   0.99997486  x   1.00001960  =   0.99999446
 MY3757!UTM  19      -   0.99997486  x   1.00035161  =   1.00032646
 MY3757!UTM  18      -   0.99997486  x   1.00036673  =   1.00034158
 MY3757
 MY3757:                Primary Azimuth Mark                     Grid Az
 MY3757:SPC CT       -  DUDLEY SPIPE                             046 05 49.6
 MY3757:UTM  19      -  DUDLEY SPIPE                             048 36 13.0
 MY3757:UTM  18      -  DUDLEY SPIPE                             044 35 05.9
 MY3757
 MY3757|---------------------------------------------------------------------|
 MY3757| PID    Reference Object                     Distance      Geod. Az  |
 MY3757|                                                           dddmmss.s |
 MY3757| MY3751 DUDLEY SPIPE                        APPROX. 4.2 KM 0463615.5 |
 MY3757| MY3752 BLACKMER AZ MK                      APPROX. 0.5 KM 1760414.0 |
 MY3757| MY3756 BLACKMER RM 1                         6.488 METERS 17627     |
 MY3757| MY3753 BLACKMER RM 2                        20.821 METERS 31551     |
 MY3757| MY3754 SOUTHBRIDGE RAD WESO MAST           APPROX. 1.6 KM 3492839.8 |
 MY3757|---------------------------------------------------------------------|
 MY3757
 MY3757                          SUPERSEDED SURVEY CONTROL
 MY3757
 MY3757  NAD 83(1996)-  42 01 23.42618(N)    071 59 06.24833(W) AD(       ) 2
 MY3757  NAD 83(1992)-  42 01 23.42618(N)    071 59 06.24764(W) AD(       ) 2
 MY3757  NAD 83(1992)-  42 01 23.42618(N)    071 59 06.24767(W) AD(       ) 2
 MY3757  NAD 83(1986)-  42 01 23.42757(N)    071 59 06.24664(W) AD(       ) 2
 MY3757  NAD 27      -  42 01 23.07874(N)    071 59 07.98160(W) AD(       ) 2
 MY3757  NGVD 29 (07/19/86)  189.7    (m)          622.     (f) VERT ANG       
 MY3757
 MY3757.Superseded values are not recommended for survey control.
 MY3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3757.See file dsdata.txt to determine how the superseded data were derived.
 MY3757
 MY3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5286256661(NAD 83)
 MY3757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MY3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY3757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MY3757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY3757+STABILITY: SURFACE MOTION
 MY3757
 MY3757  HISTORY     - Date     Condition        Report By
 MY3757  HISTORY     - 1977     MONUMENTED       NGS
 MY3757  HISTORY     - 19961020 GOOD             USPSQD
 MY3757  HISTORY     - 20040421 GOOD             GEOCAC
 MY3757
 MY3757                          STATION DESCRIPTION
 MY3757
 MY3757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 MY3757'THE STATION IS ABOUT 2-1/4 MILES NORTH-NORTHEAST OF NORTH
 MY3757'WOODSTOCK, 1-3/4 MILES WEST OF QUINEBAUG, 1/2 MILE SOUTH OF
 MY3757'THE CONNECTICUT-MASSACHUSETTS STATE LINE AND ON ROAD
 MY3757'RIGHT-OF-WAY, OWNED BY THE TOWN OF WOODSTOCK.
 MY3757'
 MY3757'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MY3757'169 AND 197 IN NORTH WOODSTOCK, GO NORTH ON STATE HIGHWAY 169
 MY3757'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 MY3757'NORTHEAST ON GREEN ROAD FOR 0.9 MILE TO A BRIDGE AND A SIDE
 MY3757'ROAD RIGHT, JUST AFTER CROSSING THE BRIDGE.  CONTINUE
 MY3757'NORTHEAST AND EAST ON GREEN ROAD FOR 0.65 MILE TO A T-ROAD.
 MY3757'TURN LEFT AND GO NORTH ON PROSPECT STREET FOR 0.3 MILE TO
 MY3757'THE AZIMUTH MARK ON THE RIGHT.  CONTINNUE NORTH ON PROSPECT
 MY3757'STREET FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 MY3757'
 MY3757'STATION MARKS, STAMPED---BLACKMER 1977---, ARE STANDARD
 MY3757'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND
 MY3757'CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND IS 1 INCH
 MY3757'BELOW THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN AN
 MY3757'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 MY3757'SURFACE.  THEY ARE 22 FEET EAST OF THE CENTER OF PROSPECT
 MY3757'STREET, 16 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 13.2
 MY3757'FEET WEST OF A METAL WITNESS POST AND 6.9 FEET NORTHEAST OF
 MY3757'THE NORTHEAST CORNER OF A CONCRETE DRAINAGE BASIN.  A 30
 MY3757'INCH STEEL ROD WAS EMBEDDED IN THE CENTER OF THE MARK.
 MY3757'
 MY3757'REFERENCE MARK 1, STAMPED---BLACKMER NO 1 1977---, IS A
 MY3757'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 MY3757'12 INCHES IN DIAMETER AND IS 1 INCH BELOW THE GROUND SURFACE.
 MY3757'IT IS 23 FEET SOUTHWEST OF A METAL WITNESS POST, 21 FEET
 MY3757'EAST OF THE CENTER OF THE ROAD AND 10.5 FEET SOUTH-SOUTHEAST
 MY3757'OF THE SOUTHEAST CORNER OF THE DRAINAGE BASIN.
 MY3757'
 MY3757'REFERENCE MARK 2, STAMPED---BLACKMER NO 2 1977---, IS A
 MY3757'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 MY3757'12 INCHES IN DIAMETER AND IS 2 INCHES BELOW THE GROUND SURFACE.
 MY3757'IT IS 20 FEET WEST OF THE CENTER OF THE ROAD, 11 FEET EAST OF
 MY3757'A ROCK FENCE AND 4.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 MY3757'
 MY3757'AZIMUTH MARK, STAMPED---BLACKMER 1977---, IS A STANDARD DISK
 MY3757'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 MY3757'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 14 FEET
 MY3757'EAST OF THE CENTER OF THE ROAD, 2.6 FEET SOUTHWEST OF A
 MY3757'METAL WITNESS POST AND 2.1 FEET NORTHWEST OF POWER LINE POLE
 MY3757'NUMBER 641.
 MY3757'
 MY3757'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 MY3757'
 MY3757'DESCRIBED BY A.G. THACKER.
 MY3757
 MY3757                          STATION RECOVERY (1996)
 MY3757
 MY3757'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY3757'RECOVERED IN GOOD CONDITION.
 MY3757
 MY3757                          STATION RECOVERY (2004)
 MY3757
 MY3757'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY3757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY3752 ***********************************************************************
 MY3752  DESIGNATION -  BLACKMER AZ MK
 MY3752  PID         -  MY3752
 MY3752  STATE/COUNTY-  CT/WINDHAM
 MY3752  USGS QUAD   -  WEBSTER (1979)
 MY3752
 MY3752                         *CURRENT SURVEY CONTROL
 MY3752  ___________________________________________________________________
 MY3752* NAD 83(1996)-  42 01 06.97056(N)    071 59 04.73253(W)     ADJUSTED  
 MY3752* NAVD 88     -       190.8    (meters)     626.     (feet)  VERTCON   
 MY3752  ___________________________________________________________________
 MY3752  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 MY3752  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 MY3752
 MY3752  HORZ ORDER  -  SECOND
 MY3752
 MY3752.The horizontal coordinates were established by classical geodetic methods
 MY3752.and adjusted by the National Geodetic Survey in August 1998..
 MY3752
 MY3752.The NAVD 88 height was computed by applying the VERTCON shift value to
 MY3752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MY3752
 MY3752.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3752
 MY3752.The geoid height was determined by GEOID03.
 MY3752
 MY3752;                    North         East     Units Scale Factor Converg.
 MY3752;SPC CT       -   284,319.984   368,192.510   MT  1.00001892   +0 30 26.9
 MY3752;SPC CT       -   932,806.48  1,207,978.26   sFT  1.00001892   +0 30 26.9
 MY3752;UTM  19      - 4,656,152.175   252,878.769   MT  1.00035151   -1 59 55.9
 MY3752;UTM  18      - 4,656,241.366   749,663.702   MT  1.00036706   +2 01 10.0
 MY3752
 MY3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3752!SPC CT       -   0.99997465  x   1.00001892  =   0.99999357
 MY3752!UTM  19      -   0.99997465  x   1.00035151  =   1.00032616
 MY3752!UTM  18      -   0.99997465  x   1.00036706  =   1.00034170
 MY3752
 MY3752:                Primary Azimuth Mark                     Grid Az
 MY3752:SPC CT       -  DUDLEY SPIPE                             041 06 21.6
 MY3752:UTM  19      -  DUDLEY SPIPE                             043 36 44.4
 MY3752:UTM  18      -  DUDLEY SPIPE                             039 35 38.5
 MY3752
 MY3752|---------------------------------------------------------------------|
 MY3752| PID    Reference Object                     Distance      Geod. Az  |
 MY3752|                                                           dddmmss.s |
 MY3752| MY3751 DUDLEY SPIPE                        APPROX. 4.5 KM 0413648.5 |
 MY3752| MY3756 BLACKMER RM 1                       APPROX. 0.5 KM 3560357.7 |
 MY3752| MY3757 BLACKMER                            APPROX. 0.5 KM 3560415.0 |
 MY3752|---------------------------------------------------------------------|
 MY3752
 MY3752                          SUPERSEDED SURVEY CONTROL
 MY3752
 MY3752  NAD 83(1996)-  42 01 06.97056(N)    071 59 04.73251(W) AD(       ) 2
 MY3752  NAD 83(1992)-  42 01 06.97057(N)    071 59 04.73185(W) AD(       ) 2
 MY3752  NAD 83(1992)-  42 01 06.97056(N)    071 59 04.73188(W) AD(       ) 2
 MY3752  NAD 83(1986)-  42 01 06.97195(N)    071 59 04.73088(W) AD(       ) 2
 MY3752  NAD 27      -  42 01 06.62296(N)    071 59 06.46598(W) AD(       ) 2
 MY3752  NGVD 29 (07/19/86)  191.0    (m)          627.     (f) VERT ANG       
 MY3752
 MY3752.Superseded values are not recommended for survey control.
 MY3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3752.See file dsdata.txt to determine how the superseded data were derived.
 MY3752
 MY3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5287956152(NAD 83)
 MY3752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MY3752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY3752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MY3752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY3752+STABILITY: SURFACE MOTION
 MY3752
 MY3752  HISTORY     - Date     Condition        Report By
 MY3752  HISTORY     - 1977     MONUMENTED       NGS
 MY3752  HISTORY     - 19961020 GOOD             USPSQD
 MY3752  HISTORY     - 20040421 POOR             GEOCAC
 MY3752
 MY3752                          STATION DESCRIPTION
 MY3752
 MY3752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 MY3752'THE STATION IS ABOUT 2 MILES NORTH-NORTHEAST OF NORTH
 MY3752'WOODSTOCK, 1-3/4 MILES WEST OF QUINEBAUG, 3/4 MILE SOUTH OF THE
 MY3752'CONNECTICUT-MASSACHUSETTS STATE LINE AND ON ROAD RIGHT-OF-WAY.
 MY3752'
 MY3752'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MY3752'169 AND 197 IN NORTH WOODSTOCK, GO NORTH ON STATE HIGHWAY 169
 MY3752'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 MY3752'NORTHEAST ON GREEN ROAD FOR 0.9 MILE TO A BRIDGE AND A SIDE
 MY3752'ROAD RIGHT, JUST AFTER CROSSING A BRIDGE.  CONTINUE
 MY3752'NORTHEAST AND EAST ON GREEN ROAD FOR 0.65 MILE TO A T-ROAD.
 MY3752'TURN LEFT AND GO NORTH ON PROSPECT STREET FOR 0.3 MILE TO
 MY3752'THE STATION ON THE RIGHT.
 MY3752'
 MY3752'STATION MARK, STAMPED---BLACKMER 1977---, IS A STANDARD
 MY3752'AZIMUTH MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST
 MY3752'THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 MY3752'SURFACE.  IT IS 14 FEET EAST OF THE CENTER OF PROSPECT
 MY3752'STREET, 2.6 FEET SOUTHWEST OF A METAL WITNESS POST AND 2.1
 MY3752'FEET NORTHWEST OF POWER LINE POLE NUMBER 641.
 MY3752'
 MY3752'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.3 METERS.
 MY3752'
 MY3752'DESCRIBED BY A.G. THACKER.
 MY3752
 MY3752                          STATION RECOVERY (1996)
 MY3752
 MY3752'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY3752'RECOVERED IN GOOD CONDITION.
 MY3752
 MY3752                          STATION RECOVERY (2004)
 MY3752
 MY3752'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY3752'CONCRETE CYCLINDER IS TILTED TO THE NORTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6072 ***********************************************************************
 LX6072  DESIGNATION -  BLACKS TURRET
 LX6072  PID         -  LX6072
 LX6072  STATE/COUNTY-  CT/MIDDLESEX
 LX6072  USGS QUAD   -  DEEP RIVER (1971)
 LX6072
 LX6072                         *CURRENT SURVEY CONTROL
 LX6072  ___________________________________________________________________
 LX6072* NAD 83(1996)-  41 23 20.28829(N)    072 26 04.08180(W)     ADJUSTED  
 LX6072* NAVD 88     -                                                        
 LX6072  ___________________________________________________________________
 LX6072  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LX6072  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX6072
 LX6072  HORZ ORDER  -  THIRD
 LX6072
 LX6072.The horizontal coordinates were established by classical geodetic methods
 LX6072.and adjusted by the National Geodetic Survey in August 1998..
 LX6072
 LX6072
 LX6072.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6072
 LX6072.The geoid height was determined by GEOID03.
 LX6072
 LX6072;                    North         East     Units Scale Factor Converg.
 LX6072;SPC CT       -   214,156.057   331,190.922   MT  0.99998631   +0 12 33.2
 LX6072;SPC CT       -   702,610.33  1,086,582.22   sFT  0.99998631   +0 12 33.2
 LX6072;UTM  18      - 4,585,114.066   714,500.948   MT  1.00016627   +1 41 48.8
 LX6072
 LX6072                          SUPERSEDED SURVEY CONTROL
 LX6072
 LX6072  NAD 83(1992)-  41 23 20.28742(N)    072 26 04.08152(W) AD(       ) 4
 LX6072  NAD 83(1986)-  41 23 20.28926(N)    072 26 04.08450(W) AD(       ) 4
 LX6072  NAD 27      -  41 23 19.93000(N)    072 26 05.78900(W) AD(       ) 3
 LX6072
 LX6072.Superseded values are not recommended for survey control.
 LX6072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6072.See file dsdata.txt to determine how the superseded data were derived.
 LX6072
 LX6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1450185114(NAD 83)
 LX6072
 LX6072  HISTORY     - Date     Condition        Report By
 LX6072  HISTORY     - 1934     MONUMENTED       CGS
 LX6072  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6072  HISTORY     - 19950716 GOOD             USPSQD
 LX6072  HISTORY     - 19970210 GOOD             USPSQD
 LX6072
 LX6072                          STATION DESCRIPTION
 LX6072
 LX6072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6072'THE PROMINENT RESIDENCE OF GEORGE L. BLACK IS LOCATED AT THE
 LX6072'HIGHEST POINT ON PROSPECT STREET.  IT IS ON THE E SIDE OF
 LX6072'THE STREET, ABOUT 110 METERS FROM RIVER STREET.
 LX6072'
 LX6072'THE HOUSE IS RED-BRICK AT THE FIRST FLOOR WITH RED-SHINGLED
 LX6072'SIDES ABOVE.  THE ROOF IS BLACK SLATE.  THE SHUTTERS AND TRIM
 LX6072'ARE LIGHT COLORED.  THREE RED CHIMNEYS AND THE TURRET SHOW
 LX6072'PROMINENTLY.
 LX6072'
 LX6072'THE TURRET IS AT THE SW CORNER OF THE HOUSE AND PROJECTS BUT
 LX6072'LITTLE ABOVE THE RIDGEPOLE.
 LX6072'
 LX6072'A LIGHTNING ROD, AT THE APEX OF THE TURRET ROOF, IS THE CENTER.
 LX6072
 LX6072                          STATION RECOVERY (1961)
 LX6072
 LX6072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6072'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1934.  THE
 LX6072'STATION IS IN GOOD CONDITION.
 LX6072
 LX6072                          STATION RECOVERY (1995)
 LX6072
 LX6072'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6072'RECOVERED IN GOOD CONDITION.
 LX6072
 LX6072                          STATION RECOVERY (1997)
 LX6072
 LX6072'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3571 ***********************************************************************
 LX3571  DESIGNATION -  BLAZYS
 LX3571  PID         -  LX3571
 LX3571  STATE/COUNTY-  CT/LITCHFIELD
 LX3571  USGS QUAD   -  WOODBURY (1984)
 LX3571
 LX3571                         *CURRENT SURVEY CONTROL
 LX3571  ___________________________________________________________________
 LX3571* NAD 83(1996)-  41 34 39.35208(N)    073 08 07.95602(W)     ADJUSTED  
 LX3571* NAVD 88     -       245.4    (meters)     805.     (feet)  VERTCON   
 LX3571  ___________________________________________________________________
 LX3571  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 LX3571  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX3571
 LX3571  HORZ ORDER  -  FIRST
 LX3571
 LX3571.The horizontal coordinates were established by classical geodetic methods
 LX3571.and adjusted by the National Geodetic Survey in August 1998..
 LX3571
 LX3571.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3571
 LX3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3571
 LX3571.The geoid height was determined by GEOID03.
 LX3571
 LX3571;                    North         East     Units Scale Factor Converg.
 LX3571;SPC CT       -   235,129.000   272,648.314   MT  0.99998343   -0 15 20.3
 LX3571;SPC CT       -   771,419.06    894,513.68   sFT  0.99998343   -0 15 20.3
 LX3571;UTM  18      - 4,604,557.715   655,430.142   MT  0.99989730   +1 14 15.2
 LX3571
 LX3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3571!SPC CT       -   0.99996609  x   0.99998343  =   0.99994952
 LX3571!UTM  18      -   0.99996609  x   0.99989730  =   0.99986340
 LX3571
 LX3571:                Primary Azimuth Mark                     Grid Az
 LX3571:SPC CT       -  BLAZYS AZ MK                             062 03 49.0
 LX3571:UTM  18      -  BLAZYS AZ MK                             060 34 13.5
 LX3571
 LX3571|---------------------------------------------------------------------|
 LX3571| PID    Reference Object                     Distance      Geod. Az  |
 LX3571|                                                           dddmmss.s |
 LX3571| LX3569 BLAZYS AZ MK                        APPROX. 0.9 KM 0614828.7 |
 LX3571| CB2782 BLAZYS RM 1                          32.876 METERS 10407     |
 LX3571| CB2783 BLAZYS RM 2                          24.621 METERS 21449     |
 LX3571|---------------------------------------------------------------------|
 LX3571
 LX3571                          SUPERSEDED SURVEY CONTROL
 LX3571
 LX3571  NAD 83(1992)-  41 34 39.35166(N)    073 08 07.95637(W) AD(       ) 1
 LX3571  NAD 83(1986)-  41 34 39.35360(N)    073 08 07.95806(W) AD(       ) 1
 LX3571  NAD 27      -  41 34 39.00742(N)    073 08 09.56031(W) AD(       ) 1
 LX3571  NGVD 29 (07/19/86)  245.7    (m)          806.     (f) VERT ANG       
 LX3571
 LX3571.Superseded values are not recommended for survey control.
 LX3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3571.See file dsdata.txt to determine how the superseded data were derived.
 LX3571
 LX3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5543004558(NAD 83)
 LX3571_MARKER: DS = TRIANGULATION STATION DISK
 LX3571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3571_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3571
 LX3571  HISTORY     - Date     Condition        Report By
 LX3571  HISTORY     - 1981     MONUMENTED       NGS
 LX3571
 LX3571                          STATION DESCRIPTION
 LX3571
 LX3571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3571'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH-NORTHWEST
 LX3571'FROM THE JUNCTION OF STATE HIGHWAY 8 AND INTERSTATE
 LX3571'HIGHWAY 84 IN WATERBURY, 6.4 KM (4 MI) EAST-NORTHEAST OF
 LX3571'WOODBURY, 4 KM (2.5 MI) SOUTHWEST OF WATERTOWN AND 0.8 KM
 LX3571'(0.5 MI) SOUTHWEST OF THE SOUTH SHORE OF LAKE WINNEMAUG.
 LX3571'OWNERSHIP--MR WALT BLAZYS, POST OFFICE BOX 202,
 LX3571'WATERTOWN CT, PHONE 203-274-1312.
 LX3571'
 LX3571'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS
 LX3571'63 AND 73, ABOUT 1.6 KM (1 MI) SOUTH OF WATERTOWN.  GO SOUTH
 LX3571'ON STATE HIGHWAY 63 FOR 1.6 KM (1 MI) TO A CROSS STREET.
 LX3571'TURN RIGHT AND GO WEST ON BUNKER HILL ROAD FOR 1.3 KM
 LX3571'(0.8 MI) TO AN OFFSET CROSS STREET AT A RED BARN ON RIGHT.
 LX3571'TURN RIGHT GOING NORTH FOR 1 KM (0.65 MI) TO A FORK.
 LX3571'KEEP LEFT GOING WEST ON LAKE WINNEMAUG ROAD FOR 0.6 KM
 LX3571'(0.35 MI) TO THE AZIMUTH MARK ON LEFT.  CONTINUE AHEAD
 LX3571'ON THE PAVED ROAD FOR 0.4 KM (0.25 MI) TO A FORK.  KEEP
 LX3571'THE RIGHT FORK, WESTERLY ON LAKE WINNEMAUG ROAD FOR 0.5 KM
 LX3571'(0.3 MI) TO MR. BLAZYS HOUSE ON RIGHT.  CONTINUE AHEAD FOR
 LX3571'ABOUT 30.5 METERS (100 FT) TO THE STATION ON RIGHT.
 LX3571'
 LX3571'THE STATION IS A STANDARD NGS DISK
 LX3571'STAMPED---BLAZYS 1981---,
 LX3571'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3571'RECESSED 48 CM BELOW THE GROUND.  IT IS LOCATED
 LX3571'25.9 METERS (85 FT) WEST FROM A TWIN TRUNK HICKORY TREE IN THE
 LX3571'YARD,
 LX3571'25.2 METERS (82.7 FT) NORTHEAST FROM AN ELECTRIC UTILITY POLE,
 LX3571'11.6 METERS (38 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LX3571'A SMALL SHED AND
 LX3571'11.5 METERS (37.7 FT) NORTH FROM THE CENTER OF A PAVED ROAD.
 LX3571'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3571'STAMPED---BLAZYS 1981---,
 LX3571'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX3571'
 LX3571'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3571'STAMPED---BLAZYS NO 1 1981---,
 LX3571'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3571'FLUSH WITH GROUND.  IT IS LOCATED
 LX3571'14.6 METERS (47.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LX3571'INTERSECTION OF THE ROAD AND DRIVEWAY,
 LX3571'12.4 METERS (40.7 FT) SOUTH FROM A TWIN TRUNK HICKORY TREE IN THE
 LX3571'YARD,
 LX3571'0.98 METER (3.2 FT) WEST-SOUTHWEST FROM AN ELECTRIC UTILITY POLE
 LX3571'AND
 LX3571'0.61 METER (2 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 LX3571'MARK IS ABOVE STATION 0.5 METERS.
 LX3571'
 LX3571'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3571'STAMPED---BLAZYS NO 2 1981---,
 LX3571'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3571'FLUSH WITH GROUND.  IT IS LOCATED
 LX3571'5.2 METERS (17 FT) SOUTH FROM THE CENTER OF PAVED ROAD,
 LX3571'0.6 METER (2 FT) EAST FROM AN ELECTRIC UTILITY POLE NUMBER B7244
 LX3571'AND
 LX3571'0.5 METER (1.6 FT) NORTH FROM A WITNESS POST.
 LX3571'MARK IS LEVEL WITH STATION.
 LX3571'
 LX3571'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3571'STAMPED---BLAZYS 1981---,
 LX3571'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3571'PROJECTING 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX3571'17.95 METERS (58.9 FT) EAST-SOUTHEAST FROM AN ELECTRIC UTILITY
 LX3571'POLE,
 LX3571'10.3 METERS (33.8 FT) SOUTH-SOUTHEAST FROM THE CENTER OF PAVED
 LX3571'ROAD AND
 LX3571'0.9 METER (2.9 FT) NORTH FROM A METAL WITNESS POST.
 LX3571'
 LX3571'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BLOCKED BY A
 LX3571'TREE LINE.
 LX3571'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3569 ***********************************************************************
 LX3569  DESIGNATION -  BLAZYS AZ MK
 LX3569  PID         -  LX3569
 LX3569  STATE/COUNTY-  CT/LITCHFIELD
 LX3569  USGS QUAD   -  WOODBURY (1984)
 LX3569
 LX3569                         *CURRENT SURVEY CONTROL
 LX3569  ___________________________________________________________________
 LX3569* NAD 83(1996)-  41 34 52.90098(N)    073 07 34.28738(W)     ADJUSTED  
 LX3569* NAVD 88     -       202.7    (meters)     665.     (feet)  VERTCON   
 LX3569  ___________________________________________________________________
 LX3569  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LX3569  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX3569
 LX3569  HORZ ORDER  -  SECOND
 LX3569
 LX3569.The horizontal coordinates were established by classical geodetic methods
 LX3569.and adjusted by the National Geodetic Survey in August 1998..
 LX3569.No horizontal observational check was made to the station.
 LX3569
 LX3569.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3569
 LX3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3569
 LX3569.The geoid height was determined by GEOID03.
 LX3569
 LX3569;                    North         East     Units Scale Factor Converg.
 LX3569;SPC CT       -   235,543.554   273,430.070   MT  0.99998349   -0 14 58.0
 LX3569;SPC CT       -   772,779.14    897,078.49   sFT  0.99998349   -0 14 58.0
 LX3569;UTM  18      - 4,604,992.464   656,200.764   MT  0.99990026   +1 14 37.9
 LX3569
 LX3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3569!SPC CT       -   0.99997279  x   0.99998349  =   0.99995628
 LX3569!UTM  18      -   0.99997279  x   0.99990026  =   0.99987305
 LX3569
 LX3569                          SUPERSEDED SURVEY CONTROL
 LX3569
 LX3569  NAD 83(1992)-  41 34 52.90056(N)    073 07 34.28773(W) AD(       ) 2
 LX3569  NAD 83(1986)-  41 34 52.90249(N)    073 07 34.28944(W) AD(       ) 2
 LX3569  NAD 27      -  41 34 52.55639(N)    073 07 35.89277(W) AD(       ) 2
 LX3569  NGVD 29 (07/19/86)  203.0    (m)          666.     (f) VERT ANG       
 LX3569
 LX3569.Superseded values are not recommended for survey control.
 LX3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3569.See file dsdata.txt to determine how the superseded data were derived.
 LX3569
 LX3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5620104992(NAD 83)
 LX3569_MARKER: DZ = AZIMUTH MARK DISK
 LX3569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3569
 LX3569  HISTORY     - Date     Condition        Report By
 LX3569  HISTORY     - 1981     MONUMENTED       NGS
 LX3569
 LX3569                          STATION DESCRIPTION
 LX3569
 LX3569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3569'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH-NORTHWEST
 LX3569'FROM THE JUNCTION OF STATE HIGHWAY 8 AND INTERSTATE HIGHWAY 84
 LX3569'IN WATERBURY, 6.4 KM (4 MI) EAST-NORTHEAST OF WOODBURY, 4 KM
 LX3569'(2.5 MI) SOUTHWEST OF WATERTOWN AND 0.8 KM (0.5 MI) SOUTHWEST
 LX3569'OF THE SOUTH SHORE OF LAKE WINNEMAUG.
 LX3569'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3569'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3569'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX3569'PHONE 203-566-4638.
 LX3569'
 LX3569'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 63
 LX3569'AND 73, ABOUT 1.6 KM (1 MI) SOUTH OF WATERTOWN.  GO SOUTH
 LX3569'ON STATE HIGHWAY 63 FOR 1.6 KM (1 MI) TO A CROSS STREET.
 LX3569'TURN  RIGHT GOING WEST ON BUNKER HILL ROAD FOR 1.3 KM (0.8 MI)
 LX3569'TO AN OFFSET CROSS STREET AT A RED BARN ON RIGHT.
 LX3569'TURN RIGHT GOING NORTH FOR 1 KM (0.65 MI) TO A FORK.  KEEP
 LX3569'LEFT GOING WEST ON LAKE WINNEMAUG ROAD FOR 0.6 KM (0.35 MI)
 LX3569'TO THE MARK ON LEFT.
 LX3569'
 LX3569'THE STATION IS A STANDARD NGS DISK
 LX3569'STAMPED---BLAZYS 1981---,
 LX3569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3569'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3569'17.95 METERS (58.9 FT) EAST-SOUTHEAST FROM AN ELECTRIC UTILITY
 LX3569'POLE,
 LX3569'10.3 METERS (33.8 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 LX3569'OF A PAVED ROAD,
 LX3569'0.9 METERS (2.9 FT) NORTH FROM A WITNESS POST.
 LX3569'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3569'STAMPED---BLAZYS 1981---,
 LX3569'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3569'
 LX3569'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 LX3569'MARKS WERE ESTABLISHED.
 LX3569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6069 ***********************************************************************
 LX6069  DESIGNATION -  BLENDON HALL CHIMNEY
 LX6069  PID         -  LX6069
 LX6069  STATE/COUNTY-  CT/NEW LONDON
 LX6069  USGS QUAD   -  DEEP RIVER (1971)
 LX6069
 LX6069                         *CURRENT SURVEY CONTROL
 LX6069  ___________________________________________________________________
 LX6069* NAD 83(1996)-  41 24 47.90531(N)    072 24 47.75733(W)     ADJUSTED  
 LX6069* NAVD 88     -                                                        
 LX6069  ___________________________________________________________________
 LX6069  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX6069  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX6069
 LX6069  HORZ ORDER  -  THIRD
 LX6069
 LX6069.The horizontal coordinates were established by classical geodetic methods
 LX6069.and adjusted by the National Geodetic Survey in August 1998..
 LX6069
 LX6069
 LX6069.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6069
 LX6069.The geoid height was determined by GEOID03.
 LX6069
 LX6069;                    North         East     Units Scale Factor Converg.
 LX6069;SPC CT       -   216,865.717   332,953.594   MT  0.99998534   +0 13 23.8
 LX6069;SPC CT       -   711,500.27  1,092,365.25   sFT  0.99998534   +0 13 23.8
 LX6069;UTM  18      - 4,587,869.096   716,192.973   MT  1.00017524   +1 42 42.3
 LX6069
 LX6069                          SUPERSEDED SURVEY CONTROL
 LX6069
 LX6069  NAD 83(1992)-  41 24 47.90446(N)    072 24 47.75702(W) AD(       ) 4
 LX6069  NAD 83(1986)-  41 24 47.90624(N)    072 24 47.76000(W) AD(       ) 4
 LX6069  NAD 27      -  41 24 47.54900(N)    072 24 49.46700(W) AD(       ) 3
 LX6069
 LX6069.Superseded values are not recommended for survey control.
 LX6069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6069.See file dsdata.txt to determine how the superseded data were derived.
 LX6069
 LX6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1619387869(NAD 83)
 LX6069_MARKER: 85 = CHIMNEY
 LX6069
 LX6069  HISTORY     - Date     Condition        Report By
 LX6069  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX6069  HISTORY     - 1948     GOOD             CGS
 LX6069
 LX6069                          STATION DESCRIPTION
 LX6069
 LX6069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6069'THIS IS THE MOST PROMINENT BUILDING IN THE SOUTHERLY PART
 LX6069'OF THE VILLAGE OF HADLYME.  IT IS ON A SIDE ROAD TURNING TO THE
 LX6069'WESTWARD OFF THE MAIN HIGHWAY ABOUT 0.4 MILE FROM THE FOUR
 LX6069'CORNERS NEAR THE HADLYME POST OFFICE.  BLENDON HALL IS 1/4 MILE
 LX6069'DOWN THIS ROAD.  IT IS THE PROPERTY OF W.R. THOMPSON.
 LX6069'
 LX6069'THE HOUSE IS A LONG WHITE SHINGLED STRUCTURE THAT FACES THE
 LX6069'W.  THE 2-STORY MAIN HOUSE IS TO THE SOUTHWARD WITH A 1 1/2-STORY
 LX6069'WING ATTACHED TO THE N END.  BOTH DARK SHINGLED ROOFS
 LX6069'SLOPE UP FOUR WAYS BUT NOT TO A POINT.
 LX6069'
 LX6069'THREE LARGE WHITE CHIMNEYS SHOW.  ONE IS AGAINST THE N WALL
 LX6069'OF THE WING, ONE IS IN LINE WITH THE RIDGEPOLE OF THE MAIN HOUSE
 LX6069'AND A THIRD IS AGAINST THE S END OF THE MAIN HOUSE.
 LX6069'
 LX6069'CENTER IS THE CENTER LINE OF THE LAST CHIMNEY.
 LX6069
 LX6069                          STATION RECOVERY (1948)
 LX6069
 LX6069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6069'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6693 ***********************************************************************
 LX6693  DESIGNATION -  BLOOMFIELD ALLEN MFG TANK
 LX6693  PID         -  LX6693
 LX6693  STATE/COUNTY-  CT/HARTFORD
 LX6693  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6693
 LX6693                         *CURRENT SURVEY CONTROL
 LX6693  ___________________________________________________________________
 LX6693* NAD 83(1996)-  41 51 13.55031(N)    072 41 50.67034(W)     ADJUSTED  
 LX6693* NAVD 88     -                                                        
 LX6693  ___________________________________________________________________
 LX6693  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LX6693  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX6693
 LX6693  HORZ ORDER  -  THIRD
 LX6693
 LX6693.The horizontal coordinates were established by classical geodetic methods
 LX6693.and adjusted by the National Geodetic Survey in August 1998..
 LX6693
 LX6693
 LX6693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6693
 LX6693.The geoid height was determined by GEOID03.
 LX6693
 LX6693;                    North         East     Units Scale Factor Converg.
 LX6693;SPC CT       -   265,731.428   309,167.818   MT  0.99999872   +0 02 05.5
 LX6693;SPC CT       -   871,820.53  1,014,328.08   sFT  0.99999872   +0 02 05.5
 LX6693;UTM  18      - 4,636,103.374   691,136.878   MT  1.00004957   +1 32 12.6
 LX6693
 LX6693                          SUPERSEDED SURVEY CONTROL
 LX6693
 LX6693  NAD 83(1996)-  41 51 13.55007(N)    072 41 50.67041(W) AD(       ) 4
 LX6693  NAD 83(1992)-  41 51 13.55047(N)    072 41 50.67077(W) AD(       ) 4
 LX6693  NAD 83(1992)-  41 51 13.55122(N)    072 41 50.67164(W) AD(       ) 4
 LX6693  NAD 83(1986)-  41 51 13.55178(N)    072 41 50.67190(W) AD(       ) 4
 LX6693  NAD 27      -  41 51 13.19283(N)    072 41 52.33908(W) AD(       ) 3
 LX6693
 LX6693.Superseded values are not recommended for survey control.
 LX6693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6693.See file dsdata.txt to determine how the superseded data were derived.
 LX6693
 LX6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9113736103(NAD 83)
 LX6693_MARKER: 53 = ELEVATED TANK
 LX6693_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6693
 LX6693  HISTORY     - Date     Condition        Report By
 LX6693  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6693
 LX6693                          STATION DESCRIPTION
 LX6693
 LX6693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6693'THE STATION, IS THE LIGHT TOP CENTER OF THE BLOOMFIELD ALLEN
 LX6693'MANUFACTURING TANK.  IT IS A ELEVATED TANK WITH A DOME SHAPED
 LX6693'TOP AND A HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR TUBULAR STEEL
 LX6693'LEGS.  THE TANK IS SILVER IN COLOR, WITH THE LEGS PAINTED BLACK,
 LX6693'APPROXIMATELY 150 FEET IN HEIGHT AND OWNED BY ALLEN MANUFACTURING.
 LX6693'
 LX6693'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF WINDSOR
 LX6693'LOCKS, 3-3/4 MILES WEST OF THE CONNECTICUT RIVER, 2-1/2 MILES
 LX6693'NORTH-NORTHEAST OF BLOOMFIELD, AT THE NORTH SIDE OF THE ALLEN
 LX6693'MANUFACTURING PLANT, 125 FEET NORTHEAST OF THE NORTH GATE CORNER
 LX6693'OF THE VISITORS PARKING LOT, 75 FEET NORTH OF THE NORTHEAST
 LX6693'CORNER OF A PUMP HOUSE AND 60 FEET WEST OF THE FENCE AROUND THE
 LX6693'PARKING LOT.
 LX6693'
 LX6693'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6695 ***********************************************************************
 LX6695  DESIGNATION -  BLOOMFIELD CAMAN CORP TANK
 LX6695  PID         -  LX6695
 LX6695  STATE/COUNTY-  CT/HARTFORD
 LX6695  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6695
 LX6695                         *CURRENT SURVEY CONTROL
 LX6695  ___________________________________________________________________
 LX6695* NAD 83(1996)-  41 51 35.97354(N)    072 42 00.09863(W)     ADJUSTED  
 LX6695* NAVD 88     -                                                        
 LX6695  ___________________________________________________________________
 LX6695  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LX6695  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX6695
 LX6695  HORZ ORDER  -  THIRD
 LX6695
 LX6695.The horizontal coordinates were established by classical geodetic methods
 LX6695.and adjusted by the National Geodetic Survey in August 1998..
 LX6695
 LX6695
 LX6695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6695
 LX6695.The geoid height was determined by GEOID03.
 LX6695
 LX6695;                    North         East     Units Scale Factor Converg.
 LX6695;SPC CT       -   266,423.120   308,949.938   MT  0.99999933   +0 01 59.3
 LX6695;SPC CT       -   874,089.85  1,013,613.25   sFT  0.99999933   +0 01 59.3
 LX6695;UTM  18      - 4,636,789.152   690,900.930   MT  1.00004846   +1 32 06.9
 LX6695
 LX6695                          SUPERSEDED SURVEY CONTROL
 LX6695
 LX6695  NAD 83(1996)-  41 51 35.97331(N)    072 42 00.09870(W) AD(       ) 4
 LX6695  NAD 83(1992)-  41 51 35.97369(N)    072 42 00.09909(W) AD(       ) 4
 LX6695  NAD 83(1992)-  41 51 35.97445(N)    072 42 00.09991(W) AD(       ) 4
 LX6695  NAD 83(1986)-  41 51 35.97504(N)    072 42 00.10019(W) AD(       ) 4
 LX6695  NAD 27      -  41 51 35.61635(N)    072 42 01.76796(W) AD(       ) 3
 LX6695
 LX6695.Superseded values are not recommended for survey control.
 LX6695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6695.See file dsdata.txt to determine how the superseded data were derived.
 LX6695
 LX6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9090136789(NAD 83)
 LX6695_MARKER: 53 = ELEVATED TANK
 LX6695_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6695
 LX6695  HISTORY     - Date     Condition        Report By
 LX6695  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6695
 LX6695                          STATION DESCRIPTION
 LX6695
 LX6695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6695'THE STATION, IS THE LIGHT AT THE TOP CENTER OF THE CAMAN
 LX6695'CORPORTATION TANK.  IT IS AN ELEVATED TANK WITH A CYLINDRICAL
 LX6695'BODY, AN UMBRELLA SHAPED TOP AND A HEMISPHERICAL BOTTOM SUPPORTED
 LX6695'BY FOUR TUBULAR STEEL LEGS.  IT IS RED AND WHITE IN COLOR AND IS
 LX6695'APPROXIMATELY 150 FEET IN HEIGHT.
 LX6695'
 LX6695'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF WINDSOR LOCKS,
 LX6695'3 MILES NORTHEAST OF BLOOMFIELD, 2-1/2 MILES SOUTHEAST OF NORTH
 LX6695'BLOOMFIELD, ON PROPERTY OWNED BY THE CAMAN CORPORATION.  IT IS
 LX6695'91 FEET NORTHEAST FROM THE CENTER OF GATE NUMBER 2, 72 FEET
 LX6695'SOUTH OF THE SOUTHEAST CORNER OF BUILDING NUMBER 2 B AND 87 FEET
 LX6695'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE GUARD SHACK.
 LX6695'
 LX6695'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6692 ***********************************************************************
 LX6692  DESIGNATION -  BLOOMFIELD RAD STA WDRC TOWER
 LX6692  PID         -  LX6692
 LX6692  STATE/COUNTY-  CT/HARTFORD
 LX6692  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6692
 LX6692                         *CURRENT SURVEY CONTROL
 LX6692  ___________________________________________________________________
 LX6692* NAD 83(1996)-  41 48 47.65043(N)    072 41 45.26617(W)     ADJUSTED  
 LX6692* NAVD 88     -                                                        
 LX6692  ___________________________________________________________________
 LX6692  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LX6692  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX6692
 LX6692  HORZ ORDER  -  THIRD
 LX6692
 LX6692.The horizontal coordinates were established by classical geodetic methods
 LX6692.and adjusted by the National Geodetic Survey in August 1998..
 LX6692
 LX6692
 LX6692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6692
 LX6692.The geoid height was determined by GEOID03.
 LX6692
 LX6692;                    North         East     Units Scale Factor Converg.
 LX6692;SPC CT       -   261,230.102   309,295.292   MT  0.99999502   +0 02 09.1
 LX6692;SPC CT       -   857,052.43  1,014,746.30   sFT  0.99999502   +0 02 09.1
 LX6692;UTM  18      - 4,631,606.693   691,382.258   MT  1.00005073   +1 32 11.8
 LX6692
 LX6692                          SUPERSEDED SURVEY CONTROL
 LX6692
 LX6692  NAD 83(1996)-  41 48 47.65013(N)    072 41 45.26628(W) AD(       ) 4
 LX6692  NAD 83(1992)-  41 48 47.65051(N)    072 41 45.26653(W) AD(       ) 4
 LX6692  NAD 83(1992)-  41 48 47.65137(N)    072 41 45.26756(W) AD(       ) 4
 LX6692  NAD 83(1986)-  41 48 47.65187(N)    072 41 45.26767(W) AD(       ) 4
 LX6692  NAD 27      -  41 48 47.29128(N)    072 41 46.93288(W) AD(       ) 3
 LX6692
 LX6692.Superseded values are not recommended for survey control.
 LX6692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6692.See file dsdata.txt to determine how the superseded data were derived.
 LX6692
 LX6692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9138231607(NAD 83)
 LX6692_MARKER: 43 = RADIO/TV TOWER
 LX6692_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6692
 LX6692  HISTORY     - Date     Condition        Report By
 LX6692  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6692
 LX6692                          STATION DESCRIPTION
 LX6692
 LX6692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6692'THE STATION, IS THE LIGHT AT THE TOP CENTER OF THE BLOOMFIELD
 LX6692'RADIO STATION WDRC TOWER.  IT IS A SKELETON STEEL TOWER
 LX6692'SUPPORTED BY 4 I-BEAM CONSTRUCTED STEEL LEGS.  IT IS PAINTED
 LX6692'RED AND WHITE IN COLOR AND IS APPROXIMATELY 302 FEET IN HEIGHT.
 LX6692'
 LX6692'THE STATION IS LOCATED ON BLUE HILLS AVENUE, IN BLOOMFIELD.  400
 LX6692'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE RADIO STATION AND
 LX6692'300 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARKING LOT.
 LX6692'
 LX6692'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6951 ***********************************************************************
 LX6951  DESIGNATION -  BLOWHOLE
 LX6951  PID         -  LX6951
 LX6951  STATE/COUNTY-  CT/MIDDLESEX
 LX6951  USGS QUAD   -  MIDDLETOWN (1992)
 LX6951
 LX6951                         *CURRENT SURVEY CONTROL
 LX6951  ___________________________________________________________________
 LX6951* NAD 83(1996)-  41 37 16.45093(N)    072 37 45.17861(W)     ADJUSTED  
 LX6951* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 LX6951  ___________________________________________________________________
 LX6951  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX6951  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6951
 LX6951  HORZ ORDER  -  THIRD
 LX6951
 LX6951.The horizontal coordinates were established by classical geodetic methods
 LX6951.and adjusted by the National Geodetic Survey in August 1998..
 LX6951
 LX6951.The orthometric height was scaled from a topographic map.
 LX6951
 LX6951.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6951
 LX6951.The geoid height was determined by GEOID03.
 LX6951
 LX6951;                    North         East     Units Scale Factor Converg.
 LX6951;SPC CT       -   239,910.969   314,866.595   MT  0.99998431   +0 04 48.3
 LX6951;SPC CT       -   787,107.90  1,033,024.82   sFT  0.99998431   +0 04 48.3
 LX6951;UTM  18      - 4,610,438.865   697,509.436   MT  1.00008008   +1 34 30.7
 LX6951
 LX6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6951!SPC CT       -   1.00000060  x   0.99998431  =   0.99998491
 LX6951!UTM  18      -   1.00000060  x   1.00008008  =   1.00008068
 LX6951
 LX6951:                Primary Azimuth Mark                     Grid Az
 LX6951:SPC CT       -  PORTLAND WILLIAMS GARAGE CUP             122 51 39.0
 LX6951:UTM  18      -  PORTLAND WILLIAMS GARAGE CUP             121 21 56.6
 LX6951
 LX6951|---------------------------------------------------------------------|
 LX6951| PID    Reference Object                     Distance      Geod. Az  |
 LX6951|                                                           dddmmss.s |
 LX6951| LX6836 PORTLAND WILLIAMS GARAGE CUP        APPROX. 3.2 KM 1225627.3 |
 LX6951| CZ7065 BLOWHOLE RM 1                        17.770 METERS 19741     |
 LX6951| CZ7066 BLOWHOLE RM 2                        11.870 METERS 27802     |
 LX6951| LX7058 MAURICE                             APPROX. 2.1 KM 3482604.5 |
 LX6951|---------------------------------------------------------------------|
 LX6951
 LX6951                          SUPERSEDED SURVEY CONTROL
 LX6951
 LX6951  NAD 83(1992)-  41 37 16.45032(N)    072 37 45.17865(W) AD(       ) 3
 LX6951  NAD 83(1986)-  41 37 16.45220(N)    072 37 45.18049(W) AD(       ) 3
 LX6951  NAD 27      -  41 37 16.08900(N)    072 37 46.85800(W) AD(       ) 3
 LX6951
 LX6951.Superseded values are not recommended for survey control.
 LX6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6951.See file dsdata.txt to determine how the superseded data were derived.
 LX6951
 LX6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9750910439(NAD 83)
 LX6951_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6951_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6951+STABILITY: SURFACE MOTION
 LX6951
 LX6951  HISTORY     - Date     Condition        Report By
 LX6951  HISTORY     - 1935     MONUMENTED       CGS
 LX6951  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6951
 LX6951                          STATION DESCRIPTION
 LX6951
 LX6951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6951'THE STATION IS REACHED FROM THE S END OF A.N. PIERSONS CROMWELL
 LX6951'GREENHOUSE, BEAR RIGHT OFF ROUTE 9 ON PROSPECT HILL ROAD AND GO
 LX6951'0.4 MILE TO NOOKS HILL ROAD, TURN RIGHT AND GO 0.6 MILE, TURN
 LX6951'LEFT UP THE HILL AND GO 0.5 MILE, TURN RIGHT AND GO 0.6 MILE TO
 LX6951'THE BANK OF THE RIVER NORTHERLY OF THE BLOW HOLE.  THE STATION IS
 LX6951'ABOUT 50 METERS NORTHERLY OF THIS POINT ON THE HIGHEST PART OF
 LX6951'THE RIVER BANK.  THE STATION IS MARKED BY A STANDARD DISK SET
 LX6951'IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH
 LX6951'THE GROUND ABOUT 3 METERS BACK FROM THE EDGE OF THE VERTICAL
 LX6951'BANK.  THE SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR
 LX6951'MASS OF CONCRETE.
 LX6951'
 LX6951'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6951'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX6951'
 LX6951'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 12- BY 12- BY
 LX6951'30-INCH CONCRETE POST S 30 DEG W OF THE STATION.
 LX6951'
 LX6951'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A 12- BY 12- BY
 LX6951'30-INCH CONCRETE POST N 70 DEG W OF THE STATION.
 LX6951'
 LX6951'THE AREA NEAR THE STATION IS HEAVILY WOODED.
 LX6951'
 LX6951'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6951
 LX6951                          STATION RECOVERY (1948)
 LX6951
 LX6951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6951'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3649 ***********************************************************************
 LX3649  DESIGNATION -  BLUFF
 LX3649  PID         -  LX3649
 LX3649  STATE/COUNTY-  CT/NEW HAVEN
 LX3649  USGS QUAD   -  ANSONIA (1984)
 LX3649
 LX3649                         *CURRENT SURVEY CONTROL
 LX3649  ___________________________________________________________________
 LX3649* NAD 83(1996)-  41 17 39.20727(N)    073 03 50.49228(W)     ADJUSTED  
 LX3649* NAVD 88     -        30.     (meters)      98.     (feet)  SCALED    
 LX3649  ___________________________________________________________________
 LX3649  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 LX3649  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX3649
 LX3649  HORZ ORDER  -  THIRD
 LX3649
 LX3649.The horizontal coordinates were established by classical geodetic methods
 LX3649.and adjusted by the National Geodetic Survey in August 1998..
 LX3649
 LX3649.The orthometric height was scaled from a topographic map.
 LX3649
 LX3649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3649
 LX3649.The geoid height was determined by GEOID03.
 LX3649
 LX3649;                    North         East     Units Scale Factor Converg.
 LX3649;SPC CT       -   203,633.387   278,498.116   MT  0.99999183   -0 12 29.6
 LX3649;SPC CT       -   668,087.20    913,705.90   sFT  0.99999183   -0 12 29.6
 LX3649;UTM  18      - 4,573,227.186   662,096.261   MT  0.99992337   +1 16 40.4
 LX3649
 LX3649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3649!SPC CT       -   0.99999999  x   0.99999183  =   0.99999182
 LX3649!UTM  18      -   0.99999999  x   0.99992337  =   0.99992336
 LX3649
 LX3649|---------------------------------------------------------------------|
 LX3649| PID    Reference Object                     Distance      Geod. Az  |
 LX3649|                                                           dddmmss.s |
 LX3649| CB2794 BLUFF RM 1                            7.800 METERS 13922     |
 LX3649| CB2795 BLUFF RM 2                            7.750 METERS 27345     |
 LX3649| LX3652 SOCONY TANK                         APPROX. 1.5 KM 3324912.8 |
 LX3649|---------------------------------------------------------------------|
 LX3649
 LX3649                          SUPERSEDED SURVEY CONTROL
 LX3649
 LX3649  NAD 83(1992)-  41 17 39.20619(N)    073 03 50.49206(W) AD(       ) 3
 LX3649  NAD 83(1986)-  41 17 39.20825(N)    073 03 50.49809(W) AD(       ) 3
 LX3649  NAD 27      -  41 17 38.85900(N)    073 03 52.11200(W) AD(       ) 3
 LX3649
 LX3649.Superseded values are not recommended for survey control.
 LX3649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3649.See file dsdata.txt to determine how the superseded data were derived.
 LX3649
 LX3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6209673227(NAD 83)
 LX3649
 LX3649  HISTORY     - Date     Condition        Report By
 LX3649  HISTORY     - 1934     MONUMENTED       CTGS
 LX3649
 LX3649                          STATION DESCRIPTION
 LX3649
 LX3649'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3649'LOCATED IN THE TOWN OF ORANGE ON A BLUFF ON THE E SIDE OF THE
 LX3649'HOUSATONIC RIVER OPPOSITE THE S END OF TWO MILE ISLAND.  IT IS
 LX3649'ABOUT 75 FEET ABOVE THE RAILROAD TRACKS.  AT THIS POINT THE BLUFF
 LX3649'IS ALMOST VERTICAL BUT IT HAS A FLAT SHELF WHERE THE STATION
 LX3649'IS LOCATED.  STATION IS WITHIN THE RAILROAD RIGHT-OF-WAY AND IS
 LX3649'ALL CLEARED.
 LX3649'
 LX3649'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LX3649'BOULDER.  REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN AN
 LX3649'OUTCROPPING LEDGE S OF THE STATION.  REFERENCE MARK NO. 2 IS A
 LX3649'DISK SET IN THE EDGE OF THE BLUFF AND IS ON RANGE WITH THE TALL
 LX3649'TANK AT LAUREL HEIGHTS SANATARIUM (STATION CORUM).  CENTER TO
 LX3649'REFERENCE MARK NO. 1 IS 7.80 METERS AND FROM CENTER TO REFERENCE
 LX3649'MARK NO. 2 IS 7.75 METERS.  REFERENCE MARK NO. 1 TO REFERENCE
 LX3649'MARK NO. 2 IS 14.8 METERS.
 LX3649'
 LX3649'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3896 ***********************************************************************
 LX3896  DESIGNATION -  BLUFF
 LX3896  PID         -  LX3896
 LX3896  STATE/COUNTY-  CT/FAIRFIELD
 LX3896  USGS QUAD   -  STAMFORD (1984)
 LX3896
 LX3896                         *CURRENT SURVEY CONTROL
 LX3896  ___________________________________________________________________
 LX3896* NAD 83(1996)-  41 00 38.60445(N)    073 35 55.11660(W)     ADJUSTED  
 LX3896* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3896  ___________________________________________________________________
 LX3896  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 LX3896  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX3896
 LX3896  HORZ ORDER  -  THIRD
 LX3896
 LX3896.The horizontal coordinates were established by classical geodetic methods
 LX3896.and adjusted by the National Geodetic Survey in August 1998..
 LX3896
 LX3896.The orthometric height was scaled from a topographic map.
 LX3896
 LX3896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3896
 LX3896.The geoid height was determined by GEOID03.
 LX3896
 LX3896;                    North         East     Units Scale Factor Converg.
 LX3896;SPC CT       -   172,451.256   233,410.802   MT  1.00002452   -0 33 45.7
 LX3896;SPC CT       -   565,783.83    765,781.94   sFT  1.00002452   -0 33 45.7
 LX3896;SPC NY E     -   242,129.676   225,816.362   MT  0.99997072   +0 35 29.4
 LX3896;SPC NY E     -   794,387.11    740,865.85   sFT  0.99997072   +0 35 29.4
 LX3896;UTM  18      - 4,540,893.199   617,838.779   MT  0.99977090   +0 55 10.8
 LX3896
 LX3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3896!SPC CT       -   1.00000469  x   1.00002452  =   1.00002921
 LX3896!SPC NY E     -   1.00000469  x   0.99997072  =   0.99997541
 LX3896!UTM  18      -   1.00000469  x   0.99977090  =   0.99977559
 LX3896
 LX3896:                Primary Azimuth Mark                     Grid Az
 LX3896:SPC CT       -  GREAT CAPTAIN IS LH 1882                 214 24 03.2
 LX3896:SPC NY E     -  GREAT CAPTAIN IS LH 1882                 213 14 48.1
 LX3896:UTM  18      -  GREAT CAPTAIN IS LH 1882                 212 55 06.7
 LX3896
 LX3896|---------------------------------------------------------------------|
 LX3896| PID    Reference Object                     Distance      Geod. Az  |
 LX3896|                                                           dddmmss.s |
 LX3896| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 3.8 KM 2135017.5 |
 LX3896|---------------------------------------------------------------------|
 LX3896
 LX3896                          SUPERSEDED SURVEY CONTROL
 LX3896
 LX3896  NAD 83(1992)-  41 00 38.60369(N)    073 35 55.11650(W) AD(       ) 3
 LX3896  NAD 83(1986)-  41 00 38.60479(N)    073 35 55.11484(W) AD(       ) 3
 LX3896  NAD 83(1986)-  41 00 38.60558(N)    073 35 55.11405(W) AD(       ) 3
 LX3896  NAD 27      -  41 00 38.25100(N)    073 35 56.66900(W) AD(       ) 3
 LX3896
 LX3896.Superseded values are not recommended for survey control.
 LX3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3896.See file dsdata.txt to determine how the superseded data were derived.
 LX3896
 LX3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1783940893(NAD 83)
 LX3896_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3896_SETTING: 66 = SET IN ROCK OUTCROP
 LX3896_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3896_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3896+STABILITY: POSITION/ELEVATION WELL
 LX3896
 LX3896  HISTORY     - Date     Condition        Report By
 LX3896  HISTORY     - 1933     MONUMENTED       CGS
 LX3896  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX3896  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX3896
 LX3896                          STATION DESCRIPTION
 LX3896
 LX3896'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 LX3896'STATION LIES ON THE EASTERLY EXTREME OF BLUFF ISLAND ON A BARE
 LX3896'LEDGE ALMOST IN THE MIDDLE OF THE ENTRANCE TO COS COB HARBOR.  ON
 LX3896'THE HIGHER WESTERLY PART OF BLUFF ISLAND STANDS A BUNGALOW WHICH IS
 LX3896'VISIBLE FROM A GREAT DISTANCE.  THE LOWER AND SMALLER PART OF THE
 LX3896'ISLAND ON WHICH STATION BLUFF WAS LOCATED IS AT HIGH WATER,
 LX3896'SEPARATED FROM ITS HIGHER AND LARGER PORTION.
 LX3896'
 LX3896'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX3896'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LX3896'ARE STANDARD BRONZE DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK
 LX3896'AS DESCRIBED IN NOTE 12B.
 LX3896
 LX3896                          STATION RECOVERY (1957)
 LX3896
 LX3896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3896'THE STATION MARK WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS 1, 2
 LX3896'AND 3 ARE LOST.  NO EVIDENCE COULD BE FOUND OF REFERENCE MARK 1 AND
 LX3896'IT APPEARS THE SHALE TYPE ROCK OUTCROPPING HAD BROKEN OFF.  THE
 LX3896'CEMENT HOLDING REFERENCE MARKS 2 AND 3 IN THE CREVICES IS STILL IN
 LX3896'PLACE, HOWEVER THE MARKS HAVE BEEN REMOVED.  THE BUNGALOW
 LX3896'MENTIONED IN THE ORIGINAL DESCRIPTION BURNED TO THE GROUND SOME
 LX3896'YEARS AGO.
 LX3896
 LX3896                          STATION RECOVERY (1963)
 LX3896
 LX3896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EKM)
 LX3896'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 LX3896'WERE SEARCHED FOR BUT NOT FOUND.  THEY ARE BELIEVED TO BE DESTROYED.
 LX3896'
 LX3896'THE BUNGALOW MENTIONED IN THE PREVIOUS DESCRIPTION IS NO LONGER
 LX3896'THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5327 ***********************************************************************
 LX5327  DESIGNATION -  BLUFF
 LX5327  PID         -  LX5327
 LX5327  STATE/COUNTY-  CT/NEW LONDON
 LX5327  USGS QUAD   -  NEW LONDON (1984)
 LX5327
 LX5327                         *CURRENT SURVEY CONTROL
 LX5327  ___________________________________________________________________
 LX5327* NAD 83(1996)-  41 18 54.94996(N)    072 02 01.62697(W)     ADJUSTED  
 LX5327* NAVD 88     -        13.6    (meters)      45.     (feet)  VERTCON   
 LX5327  ___________________________________________________________________
 LX5327  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 LX5327  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX5327
 LX5327  HORZ ORDER  -  SECOND
 LX5327
 LX5327.The horizontal coordinates were established by classical geodetic methods
 LX5327.and adjusted by the National Geodetic Survey in August 1998..
 LX5327
 LX5327.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5327
 LX5327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5327
 LX5327.The geoid height was determined by GEOID03.
 LX5327
 LX5327;                    North         East     Units Scale Factor Converg.
 LX5327;SPC CT       -   206,170.759   364,770.164   MT  0.99999037   +0 28 29.6
 LX5327;SPC CT       -   676,411.90  1,196,750.11   sFT  0.99999037   +0 28 29.6
 LX5327;SPC NY L     -   129,399.875   464,627.840   MT  1.00002781   +1 17 09.8
 LX5327;SPC NY L     -   424,539.42  1,524,366.51   sFT  1.00002781   +1 17 09.8
 LX5327;UTM  18      - 4,578,000.379   748,285.176   MT  1.00035873   +1 57 33.5
 LX5327;UTM  19      - 4,578,196.098   246,058.196   MT  1.00039370   -2 00 14.3
 LX5327
 LX5327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5327!SPC CT       -   1.00000268  x   0.99999037  =   0.99999305
 LX5327!SPC NY L     -   1.00000268  x   1.00002781  =   1.00003049
 LX5327!UTM  18      -   1.00000268  x   1.00035873  =   1.00036141
 LX5327!UTM  19      -   1.00000268  x   1.00039370  =   1.00039638
 LX5327
 LX5327:                Primary Azimuth Mark                     Grid Az
 LX5327:SPC CT       -  PRENTIS WHITE CHIMNEY                    014 18 18.3
 LX5327:SPC NY L     -  PRENTIS WHITE CHIMNEY                    013 29 38.1
 LX5327:UTM  18      -  PRENTIS WHITE CHIMNEY                    012 49 14.4
 LX5327:UTM  19      -  PRENTIS WHITE CHIMNEY                    016 47 02.2
 LX5327
 LX5327|---------------------------------------------------------------------|
 LX5327| PID    Reference Object                     Distance      Geod. Az  |
 LX5327|                                                           dddmmss.s |
 LX5327| LX5256 PRENTIS WHITE CHIMNEY               APPROX. 0.8 KM 0144647.9 |
 LX5327| LW3386 MYSTIC ELEV TANK                    APPROX. 6.7 KM 0441734.9 |
 LX5327| LW3390 NOANK SPIRE                         APPROX. 4.1 KM 0731322.7 |
 LX5327| LX5289 LONG POINT TANK                     APPROX. 2.1 KM 0852736.5 |
 LX5327| LW3410 SIMMONS CHIMNEY                     APPROX. 9.6 KM 1053958.8 |
 LX5327| LX5281 MANDALAY FLAGPOLE                   APPROX. 2.0 KM 1080849.8 |
 LX5327| LW3413 COAST GUARD CUPOLA                  APPROX. 8.3 KM 1152640.8 |
 LX5327| LX5282 WESTERNS FLAGPOLE                   APPROX. 2.1 KM 1155932.6 |
 LX5327| LX5280 WESTERNS CHIMNEY                    APPROX. 2.1 KM 1161938.6 |
 LX5327| LW3423 CLUBHOUSE CHIMNEY                   APPROX. 8.2 KM 1181451.6 |
 LX5327| LX5253 MUMFORD POINT                       448.987 METERS 1375411.3 |
 LX5327| LX5320 CAMP TABOR BARN CUPOLA              APPROX. 6.8 KM 1553018.3 |
 LX5327| LX5255 FORT WRIGHT SILVER TANK             APPROX. 6.4 KM 1783118.2 |
 LX5327| LX5193 SEAFLOWER REEF LIGHT                APPROX. 2.1 KM 1784849.9 |
 LX5327| LX5367 3501 A PT                           225.630 METERS 25253     |
 LX5327| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 3.8 KM 2540528.4 |
 LX5327| LX5366 3501                                219.387 METERS 25405     |
 LX5327| CZ7071 BLUFF RM 1                           13.736 METERS 25829     |
 LX5327| LX5209 GROTON CG TRNG STA TANK             APPROX. 2.6 KM 2810047.3 |
 LX5327| LX5197 GAYS SILO                           APPROX. 2.2 KM 3153638.2 |
 LX5327| LX5205 MAX POLLOCK CO STACK                APPROX. 4.1 KM 3213821.6 |
 LX5327| LX5207 MAX POLLOCK CO ELEV TANK            APPROX. 4.0 KM 3233033.8 |
 LX5327| LX5194 GROTON AIRPORT AIRWAY BCN           APPROX. 2.0 KM 3294144.2 |
 LX5327| CZ7072 BLUFF RM 2                           16.063 METERS 34741     |
 LX5327| LX5325 BAPTIST CHURCH TOWER                APPROX. 3.5 KM 3521815.1 |
 LX5327|---------------------------------------------------------------------|
 LX5327
 LX5327                          SUPERSEDED SURVEY CONTROL
 LX5327
 LX5327  NAD 83(1992)-  41 18 54.94874(N)    072 02 01.62604(W) AD(       ) 2
 LX5327  NAD 83(1986)-  41 18 54.94954(N)    072 02 01.63122(W) AD(       ) 2
 LX5327  NAD 27      -  41 18 54.59900(N)    072 02 03.36400(W) AD(       ) 2
 LX5327  NGVD 29 (07/19/86)   13.9    (m)           46.     (f) VERT ANG       
 LX5327
 LX5327.Superseded values are not recommended for survey control.
 LX5327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5327.See file dsdata.txt to determine how the superseded data were derived.
 LX5327
 LX5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4828578000(NAD 83)
 LX5327_MARKER: DS = TRIANGULATION STATION DISK
 LX5327_SETTING: 80 = SET IN A BOULDER
 LX5327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5327+STABILITY: SURFACE MOTION
 LX5327
 LX5327  HISTORY     - Date     Condition        Report By
 LX5327  HISTORY     - 1934     MONUMENTED       CGS
 LX5327  HISTORY     - 1940     GOOD             CGS
 LX5327  HISTORY     - 1943     GOOD             CGS
 LX5327  HISTORY     - 1954     GOOD             CGS
 LX5327  HISTORY     - 1971     GOOD             CTDT
 LX5327  HISTORY     - 1975     GOOD             NGS
 LX5327  HISTORY     - 1984     POOR             USPSQD
 LX5327
 LX5327                          STATION DESCRIPTION
 LX5327
 LX5327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5327'THE STATION IS LOCATED ON THE S END OF BLUFF POINT ON THE FIRST
 LX5327'LEVEL ABOVE THE BEACH WHICH IS ABOUT 40 FEET LEVEL, AND ABOUT
 LX5327'220.0 METERS N OF HIGH WATER LINE.  THE POINT IS UNDEVELOPED,
 LX5327'THERE BEING ONLY A NUMBER OF SHACKS ALONG THE BEACH.  THE
 LX5327'STATION IS MARKED BY A STANDARD DISC SET IN THE TOP OF A FLAT
 LX5327'BOULDER FLUSH WITH THE GROUND, ON THE GARDNER ESTATE.  STATION
 LX5327'IS REACHED FROM THE VILLAGE OF POQUONOCK BRIDGE.  TURN S ON THE
 LX5327'BLUFF POINT ROAD WHERE IT INTERSECTS THE BOSTON POST ROAD AND
 LX5327'GO 2.2 MILES TO THE STATION.
 LX5327'
 LX5327'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN LEDGE
 LX5327'SW AND NW OF THE STATION RESPECTIVELY.  REFERENCE MARK NO.3 IS
 LX5327'ALSO A STANDARD DISC SET IN A LARGE BOULDER IN THE SIDE OF THE
 LX5327'HILL, NE OF THE STATION AND ABOUT 200 METERS DISTANT.
 LX5327'
 LX5327'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 LX5327
 LX5327                          STATION RECOVERY (1940)
 LX5327
 LX5327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5327'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LX5327'CONDITION.
 LX5327'
 LX5327'THE STATION IS ABOUT 4.5 MI. SE OF NEW LONDON, AND AT MUMFORD
 LX5327'POINT, WHICH IS KNOWN LOCALLY AS BLUFF POINT.  IT IS ABOUT 250
 LX5327'YDS. N OF THE S TIP OF THE POINT, ABOUT 75 YDS. SE OF A KNOLL
 LX5327'WHICH IS SLIGHTLY HIGHER, ABOUT 100 YDS. NW OF THE ONLY SHACK
 LX5327'LEFT STANDING ON THE POINT, AND 63 FT. W OF A N-S STONE
 LX5327'FENCE.  THE MARK IS SET IN A ROCK ABOUT 5 FT. IN
 LX5327'DIAMETER WHICH PROJECTS ABOUT 12 IN. ABOVE THE GROUND.  THE
 LX5327'DISK IS STAMPED BLUFF 1934.
 LX5327'
 LX5327'REFERENCE MARK 1 IS 45.07 FT. (13.740 M.) W OF THE STATION.  THE
 LX5327'MARK IS IN A ROCK ABOUT 3 FT. IN DIAMETER WHICH
 LX5327'PROJECTS ABOUT 6 IN. ABOVE THE GROUND.  THE DISK IS STAMPED
 LX5327'BLUFF NO 1 1934.
 LX5327'
 LX5327'REFERENCE MARK 2 IS 52.72 FT. (16.069 M.) N OF THE STATION.  THE
 LX5327'MARK IS IN A ROCK ABOUT 5 FT. IN DIAMETER WHICH
 LX5327'PROJECTS ABOUT 12 IN. ABOVE THE GROUND.  THE DISK IS STAMPED
 LX5327'BLUFF NO 2 1934.
 LX5327'
 LX5327'NEW LONDON LEDGE LIGHTHOUSE IS A GOOD AZIMUTH MARK.  IT IS
 LX5327'ABOUT 2-1/2 MI. W OF THE STATION, ON THE W SIDE OF SOUTHWEST
 LX5327'LEDGE, AT THE E SIDE OF THE ENTRANCE TO NEW LONDON HARBOR.  THE
 LX5327'FINIAL OVER THE LIGHT WAS OBSERVED UPON.
 LX5327'
 LX5327'A 4-FT. STAND AT THIS STATION WILL SEE 4-FT. STANDS AT STATIONS
 LX5327'MYSTIC AND NORTH HILL.
 LX5327
 LX5327                          STATION RECOVERY (1943)
 LX5327
 LX5327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5327'STATION WAS RECOVERED AS DESCRIBED, AND THE MARKS WERE FOUND IN
 LX5327'GOOD CONDITION.  THE SHACK MENTIONED IN THE 1940 DESCRIPTION NO
 LX5327'LONGER STANDS.  A NEW DESCRIPTION FOLLOWS--
 LX5327'
 LX5327'STATION IS LOCATED ABOUT 4.5 MI. SE OF NEW LONDON, ON MUMFORD
 LX5327'POINT, WHICH IS KNOWN LOCALLY AS BLUFF POINT.  IT IS ABOUT 250
 LX5327'YDS. N OF THE S TIP OF THE POINT, ABOUT 75 YDS. SE OF A KNOLL WHICH
 LX5327'IS SLIGHTLY HIGHER, AND ABOUT 63 FT. W OF A N-S STONE
 LX5327'FENCE.  THE STATION MARK IS STAMPED BLUFF 1934 AND
 LX5327'PROJECTS ABOUT 12 IN.
 LX5327'
 LX5327'REFERENCE MARK 1 IS W OF THE STATION.  IT IS STAMPED
 LX5327'BLUFF NO 1 1934 AND PROJECTS ABOUT 6 IN.
 LX5327'
 LX5327'REFERENCE MARK 2 IS N OF THE STATION.  IT IS STAMPED
 LX5327'BLUFF 2 1934 AND PROJECTS ABOUT 12 IN.
 LX5327'
 LX5327'TO REACH THE STATION FROM THE TOLL GATE OF THE NEW BRIDGE
 LX5327'ACROSS THE THAMES RIVER AT NEW LONDON, GO E ON U.S. HIGHWAY 1 FOR
 LX5327'3.15 MI. TO THE INTERSECTION WITH DEPOT ROAD IN THE VILLAGE OF
 LX5327'POQUONOCK BRIDGE.  TURN RIGHT ON DEPOT ROAD, AND GO 0.3 MI. TO
 LX5327'THE END OF THE PAVED STREET AND A FORK.  TAKE THE RIGHT FORK
 LX5327'(GRAVEL ROAD), PASS UNDER A BRIDGE AND GO 0.45 MI. TO A GATE
 LX5327'WHICH IS JUST PAST A SINGLE RAILROAD TRACK.  GO THROUGH THE
 LX5327'GATE AND FOLLOW A WOODS ROAD FOR 0.5 MI. TO A FORK.  TAKE THE
 LX5327'RIGHT FORK AND GO 0.45 MI. TO A REVERSE Y.  CONTINUE FOR 0.55
 LX5327'MI. TO THE TOP OF A KNOLL AND THE STATION.
 LX5327'
 LX5327'NOTE--THE R.M. 1 DISTANCE FOR 1943 WAS CAREFULLY CHECKED AND
 LX5327'THE 1940 DISTANCE WAS FOUND TO BE IN ERROR AS SHOWN.
 LX5327
 LX5327                          STATION RECOVERY (1954)
 LX5327
 LX5327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5327'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5327'CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED.  THE 1940
 LX5327'RECOVERY NOTE BY P.L.B. IS ADEQUATE AND COMPLETE, EXCEPT THAT
 LX5327'THERE ARE NO SHACKS NOW STANDING IN THE VICINITY OF THE
 LX5327'STATION.  THE 1954 DISTANCE FOR REFERENCE MARK 1 WAS CAREFULLY
 LX5327'CHECKED, AND THE 1943 DISTANCE WAS FOUND TO BE IN ERROR AS
 LX5327'SHOWN.
 LX5327
 LX5327                          STATION RECOVERY (1971)
 LX5327
 LX5327'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5327'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5327'REACH FROM GROTON AT THE NORTH ROAD EXIT ON ROUTE 95, GO SOUTH
 LX5327'FOR 0.65 MILE ON NORTH ROAD TO A FORK, BEAR RIGHT, GO 0.55 MILE
 LX5327'TO THE INTERSECTION OF FORT HILL ROAD, CONTINUE STRAIGHT ON
 LX5327'DEPOT ROAD, FOR 0.35 MILE TO RAILROAD TRACKS, GO STRAIGHT UNDER
 LX5327'THE RAILROAD BRIDGE FOR 0.9 MILE ON GRAVEL ROAD PAST GROTON
 LX5327'TOWN BEACH TO A GATE, CONTINUE STRAIGHT IN BLUFF POINT STATE
 LX5327'PARK FOR 1.15 MILES TO A FOOT PATH.  THE STATION IS 200 FEET
 LX5327'NORTH OF THE DIRT ROAD AND 80 FEET EAST OF THE FOOT PATH.  A
 LX5327'WITNESS POST IS IN THE AREA.
 LX5327
 LX5327                          STATION RECOVERY (1975)
 LX5327
 LX5327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5327'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5327'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1940
 LX5327'MEASUREMENT AND THE DISTANCE TO REFERENCE MARK 2 CHECKED THE
 LX5327'1943 MEASUREMENT.  THE DIRECTION TO BOTH REFERENCE MARKS
 LX5327'CHECKED.  CONNECTICUT GEODETIC SURVEY MARK 3501 WAS USED AS AN
 LX5327'AZIMUTH MARK AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5327'
 LX5327'STATION IS ABOUT 4-1/2 MILES SOUTHEAST OF NEW LONDON, 3 MILES
 LX5327'EAST OF OCEAN BEACH, 1/4 MILE WEST OF THE WATERS EDGE ON BLUFF
 LX5327'POINT AND ON PROPERTY OWNED BY THE STATE FOREST AND PARK SERVICE.
 LX5327'
 LX5327'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX5327'DEPOT ROAD AT THE TOWN OFFICES IN GROTON, GO SOUTH ON DEPOT
 LX5327'ROAD FOR 0.25 MILE TO THE JUNCTION OF INDUSTRIAL ROAD ON THE
 LX5327'LEFT AND GROTON TOWN BEACH ROAD STRAIGHT AHEAD.  CONTINUE
 LX5327'SOUTHERLY ON GROTON TOWN BEACH ROAD FOR 0.8 MILE TO THE GROTON
 LX5327'TOWN BEACH.  CONTINUE ACROSS THE BEACH AND GO SOUTHERLY ON A
 LX5327'WOODS ROAD FOR 0.9 MILE TO A FORK.  (TO REACH 3501 (CGS) FROM
 LX5327'HERE, TAKE RIGHT FORK AND GO WESTERLY ON MAIN TRAVELED ROAD
 LX5327'FOR 0.2 MILE TO A HIGH KNOLL AT THE WATERS EDGE AND THE MARK
 LX5327'ON THE KNOLL AS DESCRIBED).  TAKE LEFT FORK AND GO SOUTHWEST
 LX5327'ON A DIM TRACK ROAD FOR 0.15 MILE TO A SMALL OPEN AREA AND
 LX5327'THE STATION ON THE LEFT AS DESCRIBED.
 LX5327'
 LX5327'STATION MARK, STAMPED BLUFF 1934, IS A STANDARD DISK CEMENTED
 LX5327'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6
 LX5327'INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 3 BY 4 FEET IN
 LX5327'SIZE.  IT IS 83 FEET EAST OF CENTER OF THE TRACK ROAD, 12 FEET
 LX5327'NORTH OF AN 8-INCH APPLE TREE AND 4.5 FEET NORTHEAST OF A
 LX5327'METAL WITNESS POST.
 LX5327'
 LX5327'REFERENCE MARK 1, STAMPED BLUFF NO 1 1934, IS A STANDARD DISK
 LX5327'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 LX5327'ABOUT 4 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 2 BY 3
 LX5327'FEET IN SIZE.  IT IS 42 FEET WEST OF THE METAL WITNESS POST
 LX5327'AT THE STATION MARK AND 38 FEET EAST OF CENTER OF THE TRACK ROAD.
 LX5327'
 LX5327'REFERENCE MARK 2, STAMPED BLUFF NO 2 1934, IS A STANDARD
 LX5327'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LX5327'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND SURFACE AND IS
 LX5327'ABOUT 2 BY 3 FEET IN SIZE.  IT IS 55.5 FEET NORTH OF THE
 LX5327'METAL WITNESS POST AT THE STATION MARK AND 7.5 FEET NORTH OF A
 LX5327'TWIN TRUNKED APPLE TREE.
 LX5327'
 LX5327'AZIMUTH MARK, STAMPED 3501, IS A U.S. COAST AND GEODETIC
 LX5327'SURVEY AND STATE SURVEY DISK SET IN A 6 BY 6 INCH CONCRETE
 LX5327'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX5327'SURFACE.  IT IS 30 FEET EAST OF THE WEST EDGE OF A BLUFF
 LX5327'AT THE WATERS EDGE, 27 FEET NORTH OF CENTER OF A BOULDER
 LX5327'WHICH IS ABOUT 5 BY 7 FEET IN SIZE AND 26 FEET WEST OF CENTER
 LX5327'OF A TRACK ROAD.
 LX5327'
 LX5327'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX5327'
 LX5327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5327'3 MILES EAST OF OCEAN BEACH.
 LX5327
 LX5327                          STATION RECOVERY (1984)
 LX5327
 LX5327'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5327'BLUFF 1934 DAMAGED.
 LX5327'
 LX5327'RECOVERED AS DESCRIBED - EXCEPT THE 1943 REFERENCE GROTON COAST
 LX5327'GUARD TRAINING STATION, WATER TANK.  TANK WAS DEMOLISHED IN AUGUST
 LX5327'1983 WITNESS POST IN AREA OK.  R. M. NO. 1 AND R. M. NO. 2 FOUND
 LX5327'IN GOOD COND.
 LX5327'
 LX5327'NOTE--R. M. NO. 3 FOUND IN GOOD CONDITION IN AN AREA GROWN OVER
 LX5327'HEAVY IN BRUSH AND WEEDS.  A SEARCH OF OVER TWO HOURS RECOVERED
 LX5327'IT.  IT IS THE MOST PROMINENT BOULDER IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6300 ***********************************************************************
 LX6300  DESIGNATION -  BLUFF HEAD
 LX6300  PID         -  LX6300
 LX6300  STATE/COUNTY-  CT/NEW HAVEN
 LX6300  USGS QUAD   -  DURHAM (1984)
 LX6300
 LX6300                         *CURRENT SURVEY CONTROL
 LX6300  ___________________________________________________________________
 LX6300* NAD 83(1996)-  41 25 01.60031(N)    072 42 05.80784(W)     ADJUSTED  
 LX6300* NAVD 88     -       218.2    (meters)     716.     (feet)  VERTCON   
 LX6300  ___________________________________________________________________
 LX6300  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6300  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX6300
 LX6300  HORZ ORDER  -  FIRST
 LX6300
 LX6300.The horizontal coordinates were established by classical geodetic methods
 LX6300.and adjusted by the National Geodetic Survey in August 1998..
 LX6300
 LX6300.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6300
 LX6300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6300
 LX6300.The geoid height was determined by GEOID03.
 LX6300
 LX6300;                    North         East     Units Scale Factor Converg.
 LX6300;SPC CT       -   217,234.487   308,845.802   MT  0.99998520   +0 01 55.5
 LX6300;SPC CT       -   712,710.15  1,013,271.60   sFT  0.99998520   +0 01 55.5
 LX6300;UTM  18      - 4,587,611.409   692,080.646   MT  1.00005407   +1 31 15.3
 LX6300
 LX6300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6300!SPC CT       -   0.99997043  x   0.99998520  =   0.99995563
 LX6300!UTM  18      -   0.99997043  x   1.00005407  =   1.00002450
 LX6300
 LX6300:                Primary Azimuth Mark                     Grid Az
 LX6300:SPC CT       -  DURHAM UNITED CH SPIRE                   013 45 22.6
 LX6300:UTM  18      -  DURHAM UNITED CH SPIRE                   012 16 02.8
 LX6300
 LX6300|---------------------------------------------------------------------|
 LX6300| PID    Reference Object                     Distance      Geod. Az  |
 LX6300|                                                           dddmmss.s |
 LX6300| LX6305 DURHAM UNITED CH SPIRE              APPROX. 7.0 KM 0134718.1 |
 LX6300| LX6301 PISGAH                              APPROX. 4.1 KM 0351914.0 |
 LX6300| CZ7073 BLUFF HEAD AZ MK                                   0625823.7 |
 LX6300| CZ7074 BLUFF HEAD RM 1                      22.100 METERS 16140     |
 LX6300| LX6299 GUILFORD FIRE TOWER                  17.318 METERS 25517     |
 LX6300| CZ7076 BLUFF HEAD RM 3                      17.857 METERS 25757     |
 LX6300| CZ7075 BLUFF HEAD RM 2                      19.011 METERS 26317     |
 LX6300| LX6298 READS GAP AIRWAY BEACON             APPROX. 6.1 KM 3314727.3 |
 LX6300|---------------------------------------------------------------------|
 LX6300
 LX6300                          SUPERSEDED SURVEY CONTROL
 LX6300
 LX6300  NAD 83(1992)-  41 25 01.59947(N)    072 42 05.80776(W) AD(       ) 1
 LX6300  NAD 83(1986)-  41 25 01.60165(N)    072 42 05.81033(W) AD(       ) 1
 LX6300  NAD 27      -  41 25 01.25099(N)    072 42 07.46501(W) AD(       ) 1
 LX6300  NGVD 29 (07/19/86)  218.5    (m)          717.     (f) VERT ANG       
 LX6300
 LX6300.Superseded values are not recommended for survey control.
 LX6300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6300.See file dsdata.txt to determine how the superseded data were derived.
 LX6300
 LX6300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9208187611(NAD 83)
 LX6300
 LX6300  HISTORY     - Date     Condition        Report By
 LX6300  HISTORY     - 1942     MONUMENTED       CGS
 LX6300  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6300
 LX6300                          STATION DESCRIPTION
 LX6300
 LX6300'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6300'STATION IS LOCATED ABOUT 8.0 MILES E OF WALLINGFORD, ABOUT 4.0
 LX6300'MILES WSW OF DURHAM CENTER AND ABOUT 9.0 MILES N OF GUILFORD ON
 LX6300'A HILL LOCALLY KNOWN AS BLUFF HEAD.  THE STATION IS ON THE SAME
 LX6300'HILL AS THE GUILFORD FIRE TOWER.  THE DISK IS SET IN BEDROCK,
 LX6300'56.82 FEET E OF THE CENTER OF THE FIRE TOWER AND 48 FEET ESE OF
 LX6300'THE RANGERS CABIN.  THE DISK IS STAMPED BLUFF HEAD 1942.
 LX6300'
 LX6300'REFERENCE MARK NO. 1 IS 72.70 FEET S OF THE STATION.  THE DISK
 LX6300'IS SET IN CONCRETE IN A DEPRESSION OF A SMALL ROCK OUTCROP.  THE
 LX6300'DISK IS STAMPD BLUFF HEAD NO 1 1942.
 LX6300'
 LX6300'REFERENCE MARK NO. 2 IS 62.37 FEET W OF THE STATION.  THE DISK
 LX6300'IS SET IN THE NW CONCRETE LEG BASE OF THE FIRE TOWER.  THE DISK
 LX6300'IS STAMPED BLUFF HEAD NO 2 1942.
 LX6300'
 LX6300'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NE OF THE STATION.  THE
 LX6300'DISK IS SET IN A DRILL HOLE IN AN OUTCROPPING ROCK.  IT IS 41.2
 LX6300'FEET N OF A FENCE CORNER, 18 FEET W OF THE CENTERLINE OF
 LX6300'CONN. HIGHWAY NO. 77 AND 4.0 FEET N OF A BRONZE REFERENCE
 LX6300'POST.  THE DISK IS STAMPED BLUFF HEAD 1942.
 LX6300'
 LX6300'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLUFF
 LX6300'HEAD TO THE CENTER OF THE GUILFORD FIRE TOWER.  DISTANCE 17.318
 LX6300'METERS, 56.82 FEET.
 LX6300'
 LX6300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND
 LX6300'77 WHICH IS ABOUT 6.0 MILES N OF GUILFORD, GO N ON STATE
 LX6300'HIGHWAY 77 FOR 4.35 MILES TO A DIM ROAD LEFT AT A TRIANGLE BLAZE
 LX6300'ON A POLE (THERE ARE POLES IN A LINE ALONG THE LEFT SIDE OF THE
 LX6300'ROAD).  TURN LEFT, W, FOR ABOUT 20 YARDS, THEN LEFT, SW, ON A
 LX6300'GRAVEL ROAD FOR 1.35 MILES TO A FORK, TAKE THE RIGHT FORK AND GO
 LX6300'0.35 MILE TO THE GUILFORD FIRE TOWER AND STATION.
 LX6300'
 LX6300'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX6300
 LX6300                          STATION RECOVERY (1976)
 LX6300
 LX6300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6300'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 LX6300'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 LX6300'RECOVERED AND IS BELIEVED DESTROYED, SINCE THE OLD CONCRETE
 LX6300'FOUNDATION OF THE OLD LOOKOUT TOWER IS DESTROYED.  THE
 LX6300'DIRECTION TO REFERENCE MARK 1 CHECKED THE 1942 DATA, BUT THE
 LX6300'DISTANCE WAS LESS BY 0.059 OF A METER.  THE OLD AZIMUTH MARK
 LX6300'WAS BLOCKED BY TREES AND NO DIRECTION COULD BE MADE TO IT.
 LX6300'FOLLOWING IS A NEW DESCRIPTION.
 LX6300'
 LX6300'THE STATION IS ABOUT 7 MILES SOUTHEAST OF WALLINGFORD, 4-1/2
 LX6300'MILES SOUTHWEST OF DURHAM CENTER, 2-1/2 MILES NORTH OF NORTH
 LX6300'GUILFORD AND ON A HILL LOCALLY KNOWN AS BLUFF HEAD.  IT IS ON
 LX6300'PROPERTY OWNED BY MR. WALTER L. PIERSON, 1199 WHITNEY AVENUE,
 LX6300'HAMDEN, CONNECTICUT 06514, PHONE NUMBER 777-1140.
 LX6300'
 LX6300'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77 AND
 LX6300'80, WHICH IS ABOUT 5-1/2 MILES NORTHWEST OF GUILFORD, GO
 LX6300'NORTHERLY ON HIGHWAY 77 FOR 4.25 MILES TO A REVERSE FORK, DIRT
 LX6300'ROAD LEFT AND A TRIANGULAR BLAZED TREE ON THE LEFT.  (TO REACH
 LX6300'THE AZIMUTH MARK FROM HERE, CONTINUE NORTHERLY ON HIGHWAY 77
 LX6300'FOR 1.0 MILE TO THE MARK ON THE LEFT).
 LX6300'TURN SHARP LEFT AND GO SOUTHERLY AND WESTERLY ON A DIRT ROAD
 LX6300'FOR 0.45 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 LX6300'WESTERLY ON THE MAIN TRAVELED ROCKY ROAD FOR 0.3 MILE TO A
 LX6300'TRACK ROAD LEFT.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 LX6300'FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 LX6300'WESTERLY ON THE ROCKY ROAD FOR 0.2 MILE TO A FORK.  TAKE
 LX6300'THE RIGHT FORK AND CONTINUE NORTHWESTERLY ON THE ROAD FOR
 LX6300'0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 LX6300'NORTHWESTERLY ON THE MAIN TRAVELED ROAD FOR 0.35 MILE TO THE
 LX6300'TOP OF THE HILL AND THE STATION.
 LX6300'
 LX6300'STATION MARK, STAMPED---BLUFF HEAD 1942---, IS A STANDARD DISK
 LX6300'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 LX6300'GROUND SURFACE.  IT IS 55 FEET NORTHEAST OF AN OLD CONCRETE
 LX6300'STEP, 26 FEET SOUTHEAST OF A 14-INCH OAK TREE AND 20.7 FEET
 LX6300'SOUTH OF A METAL WITNESS POST.
 LX6300'
 LX6300'REFERENCE MARK 1, STAMPED---BLUFF HEAD NO 1 1942---, IS A
 LX6300'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF
 LX6300'BEDROCK THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.
 LX6300'IT IS 12 FEET NORTHWEST OF A ROCK LEDGE, 9.6 FEET EAST OF A
 LX6300'14-INCH PINE TREE AND 7 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX6300'
 LX6300'REFERENCE MARK 3, STAMPED---BLUFF HEAD 1942 NO 3 1976---, IS A
 LX6300'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF
 LX6300'BEDROCK THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 21 FEET
 LX6300'EAST OF THE APPROXIMATE CENTER OF THE WOODS ROAD, 21 FEET SOUTH
 LX6300'OF THE APPROXIMATE CENTER OF A CLEARING AND 9 FEET NORTHWEST OF
 LX6300'THE OLD CONCRETE STEPS.
 LX6300'
 LX6300'AZIMUTH MARK, STAMPED---BLUFF HEAD 1942---, IS A STANDARD DISK
 LX6300'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT
 LX6300'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 LX6300'NORTHWEST OF UTILITY POLE NUMBER 1980, 42 FEET NORTH OF A
 LX6300'FENCE CORNER, 19 FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY
 LX6300'17 AND 4.4 FEET EAST OF A WIRE FENCE.
 LX6300'
 LX6300'NO SUITABLE LOCATION WAS FOUND FOR A NEW AZIMUTH MARK.
 LX6300'
 LX6300'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 30.7 METERS.
 LX6300'
 LX6300'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0577 ***********************************************************************
 LX0577  DESIGNATION -  BM
 LX0577  PID         -  LX0577
 LX0577  STATE/COUNTY-  CT/MIDDLESEX
 LX0577  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0577
 LX0577                         *CURRENT SURVEY CONTROL
 LX0577  ___________________________________________________________________
 LX0577* NAD 83(1986)-  41 33 12.     (N)    072 34 25.     (W)     SCALED    
 LX0577* NAVD 88     -        11.230  (meters)      36.84   (feet)  ADJUSTED  
 LX0577  ___________________________________________________________________
 LX0577  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX0577  DYNAMIC HT  -          11.226 (meters)      36.83  (feet)  COMP
 LX0577  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LX0577
 LX0577  VERT ORDER  -  SECOND    CLASS 0
 LX0577
 LX0577.The horizontal coordinates were scaled from a topographic map and have
 LX0577.an estimated accuracy of +/- 6 seconds.
 LX0577
 LX0577.The orthometric height was determined by differential leveling
 LX0577.and adjusted by the National Geodetic Survey in June 1991..
 LX0577
 LX0577.The geoid height was determined by GEOID03.
 LX0577
 LX0577.The dynamic height is computed by dividing the NAVD 88
 LX0577.geopotential number by the normal gravity value computed on the
 LX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0577.degrees latitude (g = 980.6199 gals.).
 LX0577
 LX0577.The modeled gravity was interpolated from observed gravity values.
 LX0577
 LX0577;                    North         East    Units  Estimated Accuracy
 LX0577;SPC CT       -   232,380.      319,520.      MT  (+/- 180 meters Scaled)
 LX0577
 LX0577                          SUPERSEDED SURVEY CONTROL
 LX0577
 LX0577  NGVD 29 (??/??/92)   11.54   (m)           37.9    (f) COMPUTED    2 0
 LX0577
 LX0577.Superseded values are not recommended for survey control.
 LX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0577.See file dsdata.txt to determine how the superseded data were derived.
 LX0577
 LX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM023030(NAD 83)
 LX0577_MARKER: DB = BENCH MARK DISK
 LX0577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0577_SP_SET: BRIDGE
 LX0577_STAMPING: MIDDLETOWN BM
 LX0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0577
 LX0577  HISTORY     - Date     Condition        Report By
 LX0577  HISTORY     - UNK      MONUMENTED       RBNF
 LX0577  HISTORY     - 1935     GOOD             NGS
 LX0577
 LX0577                          STATION DESCRIPTION
 LX0577
 LX0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0577'4.6 MI S FROM MIDDLETOWN.
 LX0577'4.6 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0577'RAILROAD FROM THE STATION AT MIDDLETOWN, MIDDLESEX COUNTY AT
 LX0577'BRIDGE 25.90, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LX0577'SOUTHEAST WING WALL, 10 FEET EAST OF THE CENTERLINE OF THE
 LX0577'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0390 ***********************************************************************
 LX0390  DESIGNATION -  BM A
 LX0390  PID         -  LX0390
 LX0390  STATE/COUNTY-  CT/NEW HAVEN
 LX0390  USGS QUAD   -  NEW HAVEN (1984)
 LX0390
 LX0390                         *CURRENT SURVEY CONTROL
 LX0390  ___________________________________________________________________
 LX0390* NAD 83(1986)-  41 17 50.     (N)    072 54 53.     (W)     SCALED    
 LX0390* NAVD 88     -         1.649  (meters)       5.41   (feet)  ADJUSTED  
 LX0390  ___________________________________________________________________
 LX0390  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0390  DYNAMIC HT  -           1.649 (meters)       5.41  (feet)  COMP
 LX0390  MODELED GRAV-     980,303.5   (mgal)                       NAVD 88
 LX0390
 LX0390  VERT ORDER  -  FIRST     CLASS I
 LX0390
 LX0390.The horizontal coordinates were scaled from a topographic map and have
 LX0390.an estimated accuracy of +/- 6 seconds.
 LX0390
 LX0390.The orthometric height was determined by differential leveling
 LX0390.and adjusted by the National Geodetic Survey in June 1991..
 LX0390
 LX0390.The geoid height was determined by GEOID03.
 LX0390
 LX0390.The dynamic height is computed by dividing the NAVD 88
 LX0390.geopotential number by the normal gravity value computed on the
 LX0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0390.degrees latitude (g = 980.6199 gals.).
 LX0390
 LX0390.The modeled gravity was interpolated from observed gravity values.
 LX0390
 LX0390;                    North         East    Units  Estimated Accuracy
 LX0390;SPC CT       -   203,930.      291,000.      MT  (+/- 180 meters Scaled)
 LX0390
 LX0390                          SUPERSEDED SURVEY CONTROL
 LX0390
 LX0390  NGVD 29 (??/??/92)    1.967  (m)            6.45   (f) ADJ UNCH    1 1
 LX0390
 LX0390.Superseded values are not recommended for survey control.
 LX0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0390.See file dsdata.txt to determine how the superseded data were derived.
 LX0390
 LX0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL745738(NAD 83)
 LX0390_MARKER: DB = BENCH MARK DISK
 LX0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0390_SP_SET: SEAWALL
 LX0390_STAMPING: BM A 1960
 LX0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0390
 LX0390  HISTORY     - Date     Condition        Report By
 LX0390  HISTORY     - 1960     MONUMENTED       CGS
 LX0390  HISTORY     - 1965     GOOD             NGS
 LX0390
 LX0390                          STATION DESCRIPTION
 LX0390
 LX0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0390'AT NEW HAVEN.
 LX0390'AT NEW HAVEN, ABOUT 0.1 MILE SOUTHWEST ALONG FRONTAGE ROAD FROM
 LX0390'ITS JUNCTION WITH HAMILTON STREET, ABOUT 225 YARDS SOUTHWEST
 LX0390'ALONG A SEAWALL FROM THE EXTREME SOUTH END OF HAMILTON STREET,
 LX0390'AT THE OLD NEW HAVEN CITY DOCK, SET ON THE TOP AND NEAR THE WEST
 LX0390'END OF A STONE SEAWALL, 293 FEET WEST OF A SHARP TURN IN SEAWALL,
 LX0390'10 FEET EAST OF THE EAST EDGE OF A METAL BULKHEAD, 1.9 FEET
 LX0390'SOUTH OF THE NORTH EDGE OF THE SEAWALL AND ABOUT LEVEL WITH
 LX0390'THE GROUND IN THE BACK OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0581 ***********************************************************************
 LX0581  DESIGNATION -  BM C OF M
 LX0581  PID         -  LX0581
 LX0581  STATE/COUNTY-  CT/MIDDLESEX
 LX0581  USGS QUAD   -  MIDDLETOWN (1992)
 LX0581
 LX0581                         *CURRENT SURVEY CONTROL
 LX0581  ___________________________________________________________________
 LX0581* NAD 83(1986)-  41 33 35.     (N)    072 38 58.     (W)     SCALED    
 LX0581* NAVD 88     -        15.278  (meters)      50.12   (feet)  ADJUSTED  
 LX0581  ___________________________________________________________________
 LX0581  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX0581  DYNAMIC HT  -          15.274 (meters)      50.11  (feet)  COMP
 LX0581  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0581
 LX0581  VERT ORDER  -  SECOND    CLASS 0
 LX0581
 LX0581.The horizontal coordinates were scaled from a topographic map and have
 LX0581.an estimated accuracy of +/- 6 seconds.
 LX0581
 LX0581.The orthometric height was determined by differential leveling
 LX0581.and adjusted by the National Geodetic Survey in June 1991..
 LX0581
 LX0581.The geoid height was determined by GEOID03.
 LX0581
 LX0581.The dynamic height is computed by dividing the NAVD 88
 LX0581.geopotential number by the normal gravity value computed on the
 LX0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0581.degrees latitude (g = 980.6199 gals.).
 LX0581
 LX0581.The modeled gravity was interpolated from observed gravity values.
 LX0581
 LX0581;                    North         East    Units  Estimated Accuracy
 LX0581;SPC CT       -   233,080.      313,190.      MT  (+/- 180 meters Scaled)
 LX0581
 LX0581                          SUPERSEDED SURVEY CONTROL
 LX0581
 LX0581  NGVD 29 (??/??/92)   15.59   (m)           51.1    (f) COMPUTED    2 0
 LX0581
 LX0581.Superseded values are not recommended for survey control.
 LX0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0581.See file dsdata.txt to determine how the superseded data were derived.
 LX0581
 LX0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM960035(NAD 83)
 LX0581_MARKER: DD = SURVEY DISK
 LX0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0581_SP_SET: STEP
 LX0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0581
 LX0581  HISTORY     - Date     Condition        Report By
 LX0581  HISTORY     - UNK      MONUMENTED       CT0380
 LX0581  HISTORY     - 1935     GOOD             NGS
 LX0581  HISTORY     - 20030727 MARK NOT FOUND   GEOCAC
 LX0581
 LX0581                          STATION DESCRIPTION
 LX0581
 LX0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0581'AT MIDDLETOWN.
 LX0581'AT MIDDLETOWN, MIDDLESEX COUNTY, AT THE TOWN AND CITY HALL,
 LX0581'IN THE TOP OF THE NORTH END OF THE LOWER STEP, ABOUT 55 FEET WEST
 LX0581'THE CENTER LINE OF MAIN STREET, AND ABOUT 1 FOOT ABOVE THE
 LX0581'SIDEWALK.  A CITY OF MIDDLETOWN BRONZE DISK.
 LX0581
 LX0581                          STATION RECOVERY (2003)
 LX0581
 LX0581'RECOVERY NOTE BY GEOCACHING 2003 (HMM)
 LX0581'BUILDING NO LONGER EXISTS, NO MARKER FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3768 ***********************************************************************
 LX3768  DESIGNATION -  BOATHOUSE RED ROOF
 LX3768  PID         -  LX3768
 LX3768  STATE/COUNTY-  CT/FAIRFIELD
 LX3768  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3768
 LX3768                         *CURRENT SURVEY CONTROL
 LX3768  ___________________________________________________________________
 LX3768* NAD 83(1996)-  41 06 56.58944(N)    073 18 17.88591(W)     ADJUSTED  
 LX3768* NAVD 88     -                                                        
 LX3768  ___________________________________________________________________
 LX3768  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LX3768  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX3768
 LX3768  HORZ ORDER  -  THIRD
 LX3768
 LX3768.The horizontal coordinates were established by classical geodetic methods
 LX3768.and adjusted by the National Geodetic Survey in August 1998..
 LX3768
 LX3768
 LX3768.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3768
 LX3768.The geoid height was determined by GEOID03.
 LX3768
 LX3768;                    North         East     Units Scale Factor Converg.
 LX3768;SPC CT       -   183,910.893   258,189.881   MT  1.00000958   -0 22 04.7
 LX3768;SPC CT       -   603,380.99    847,077.97   sFT  1.00000958   -0 22 04.7
 LX3768;SPC NY L     -   105,622.369   358,373.942   MT  1.00000562   +0 27 16.6
 LX3768;SPC NY L     -   346,529.39  1,175,765.17   sFT  1.00000562   +0 27 16.6
 LX3768;UTM  18      - 4,552,987.565   642,307.993   MT  0.99984925   +1 06 53.3
 LX3768
 LX3768                          SUPERSEDED SURVEY CONTROL
 LX3768
 LX3768  NAD 83(1992)-  41 06 56.58892(N)    073 18 17.88492(W) AD(       ) 4
 LX3768  NAD 83(1986)-  41 06 56.59110(N)    073 18 17.89124(W) AD(       ) 4
 LX3768  NAD 27      -  41 06 56.24000(N)    073 18 19.48000(W) AD(       ) 3
 LX3768
 LX3768.Superseded values are not recommended for survey control.
 LX3768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3768.See file dsdata.txt to determine how the superseded data were derived.
 LX3768
 LX3768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4230852988(NAD 83)
 LX3768
 LX3768  HISTORY     - Date     Condition        Report By
 LX3768  HISTORY     - 1933     MONUMENTED       CGS
 LX3768  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3768
 LX3768                          STATION DESCRIPTION
 LX3768
 LX3768'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3768'CENTER OF RED-ROOFED BOATHOUSE LOCATED ON OUTER END OF LONG
 LX3768'DOCK ABOUT 1/4 MILE E OF FROST POINT.
 LX3768
 LX3768                          STATION RECOVERY (1959)
 LX3768
 LX3768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3768'THE BOATHOUSE HAS BEEN DESTROYED BY THE HURRICANE OF 1938.  FOUND
 LX3768'NO TRACE OF THE LONG DOCK EXCEPT BROKEN ROWS OF PILING ALONG
 LX3768'THE SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6842 ***********************************************************************
 LX6842  DESIGNATION -  BODKIN ROCK LIGHT
 LX6842  PID         -  LX6842
 LX6842  STATE/COUNTY-  CT/MIDDLESEX
 LX6842  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6842
 LX6842                         *CURRENT SURVEY CONTROL
 LX6842  ___________________________________________________________________
 LX6842* NAD 83(1996)-  41 33 40.02016(N)    072 36 09.41678(W)     ADJUSTED  
 LX6842* NAVD 88     -                                                        
 LX6842  ___________________________________________________________________
 LX6842  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX6842  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX6842
 LX6842  HORZ ORDER  -  THIRD
 LX6842
 LX6842.The horizontal coordinates were established by classical geodetic methods
 LX6842.and adjusted by the National Geodetic Survey in August 1998..
 LX6842
 LX6842
 LX6842.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6842
 LX6842.The geoid height was determined by GEOID03.
 LX6842
 LX6842;                    North         East     Units Scale Factor Converg.
 LX6842;SPC CT       -   233,237.316   317,094.839   MT  0.99998326   +0 05 51.8
 LX6842;SPC CT       -   765,212.76  1,040,335.32   sFT  0.99998326   +0 05 51.8
 LX6842;UTM  18      - 4,603,824.908   699,911.188   MT  1.00009183   +1 35 27.6
 LX6842
 LX6842                          SUPERSEDED SURVEY CONTROL
 LX6842
 LX6842  NAD 83(1992)-  41 33 40.01948(N)    072 36 09.41670(W) AD(       ) 4
 LX6842  NAD 83(1986)-  41 33 40.02147(N)    072 36 09.41823(W) AD(       ) 4
 LX6842  NAD 27      -  41 33 39.67000(N)    072 36 11.09000(W) AD(       ) 3
 LX6842
 LX6842.Superseded values are not recommended for survey control.
 LX6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6842.See file dsdata.txt to determine how the superseded data were derived.
 LX6842
 LX6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9991103825(NAD 83)
 LX6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6842+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2001
 LX6842
 LX6842  HISTORY     - Date     Condition        Report By
 LX6842  HISTORY     - UNK      MONUMENTED
 LX6842  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6842  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6842  HISTORY     - 20010618 GOOD             USPSQD
 LX6842
 LX6842                          STATION DESCRIPTION
 LX6842
 LX6842'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6842'THE LIGHT IS LOCATED ON THE E SHORE OF THE CONNECTICUT RIVER ON
 LX6842'A LEDGE KNOWN AS BODKIN ROCK.  THE LIGHT IS ON THE PART OF THE
 LX6842'LEDGE WHICH PROJECTS THE FARTHEST INTO THE RIVER.  THE BASE IS
 LX6842'CONCRETE PAINTED RED.  THE LIGHT IS SUPPORTED ON A RED SKELETON
 LX6842'STEEL STRUCTURE WITH A WHITE TANK ENCLOSED WITHIN THE LEGS AND
 LX6842'APPROXIMATELY 5 FEET ABOVE THE CONCRETE BASE.  THE UPPERMOST
 LX6842'POINT OF THE LIGHT IS APPROXIMATELY 31 FEET ABOVE MEAN HIGH
 LX6842'WATER.
 LX6842
 LX6842                          STATION RECOVERY (1969)
 LX6842
 LX6842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6842'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY
 LX6842'NOTE, BY R.J.S., IS ADEQUATE.
 LX6842
 LX6842                          STATION RECOVERY (2001)
 LX6842
 LX6842'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJD)
 LX6842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6080 ***********************************************************************
 LX6080  DESIGNATION -  BOLSTER GARAGE CUPOLA
 LX6080  PID         -  LX6080
 LX6080  STATE/COUNTY-  CT/MIDDLESEX
 LX6080  USGS QUAD   -  DEEP RIVER (1971)
 LX6080
 LX6080                         *CURRENT SURVEY CONTROL
 LX6080  ___________________________________________________________________
 LX6080* NAD 83(1996)-  41 28 04.97248(N)    072 29 02.41901(W)     ADJUSTED  
 LX6080* NAVD 88     -                                                        
 LX6080  ___________________________________________________________________
 LX6080  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LX6080  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX6080
 LX6080  HORZ ORDER  -  THIRD
 LX6080
 LX6080.The horizontal coordinates were established by classical geodetic methods
 LX6080.and adjusted by the National Geodetic Survey in August 1998..
 LX6080
 LX6080
 LX6080.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6080
 LX6080.The geoid height was determined by GEOID03.
 LX6080
 LX6080;                    North         East     Units Scale Factor Converg.
 LX6080;SPC CT       -   222,924.623   327,020.667   MT  0.99998379   +0 10 34.9
 LX6080;SPC CT       -   731,378.53  1,072,900.30   sFT  0.99998379   +0 10 34.9
 LX6080;UTM  18      - 4,593,772.776   710,103.502   MT  1.00014328   +1 40 00.1
 LX6080
 LX6080                          SUPERSEDED SURVEY CONTROL
 LX6080
 LX6080  NAD 83(1992)-  41 28 04.97170(N)    072 29 02.41882(W) AD(       ) 4
 LX6080  NAD 83(1986)-  41 28 04.97348(N)    072 29 02.42140(W) AD(       ) 4
 LX6080  NAD 27      -  41 28 04.61200(N)    072 29 04.12200(W) AD(       ) 3
 LX6080
 LX6080.Superseded values are not recommended for survey control.
 LX6080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6080.See file dsdata.txt to determine how the superseded data were derived.
 LX6080
 LX6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1010493773(NAD 83)
 LX6080
 LX6080  HISTORY     - Date     Condition        Report By
 LX6080  HISTORY     - 1934     MONUMENTED       CGS
 LX6080  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6080
 LX6080                          STATION DESCRIPTION
 LX6080
 LX6080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6080'THIS STATION IS ON A SMALL ONE-STORY WHITE BUILDING FORMERLY USED
 LX6080'AS A REPAIR GARAGE.  IT IS THE PROPERTY OF A.A. BOLSTER.
 LX6080'
 LX6080'THE GARAGE IS ON THE EASTERLY SIDE OF ROUTE 9 ABOUT 1.6 MILES N
 LX6080'OF THE W APPROACH TO EAST HADDAM BRIDGE.
 LX6080'
 LX6080'THE BUILDING HAS TWO SQUARE CUPOLAS ON THE RIDGEPOLE, EQUALLY
 LX6080'DISTANT FROM THE GABLE ENDS.  THE CUPOLAS HAVE A ROW OF LOW
 LX6080'WINDOWS ALL AROUND.  EACH CUPOLA HAS A RIDGE POLE PARALLEL TO
 LX6080'THAT OF THE MAIN BUILDING.
 LX6080'
 LX6080'CENTER IS CENTER LINE OF SOUTHEASTERLY CUPOLA.
 LX6080'
 LX6080'IT IS ABOUT 15 METERS FROM CENTER LINE OF HIGHWAY.
 LX6080
 LX6080                          STATION RECOVERY (1948)
 LX6080
 LX6080'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6080'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.51  (meters)                     GEOID03
 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 GEOID03.
 LX5016
 LX5016;                    North         East     Units Scale Factor Converg.
 LX5016;SPC CT       -   255,803.162   331,185.951   MT  0.99999120   +0 12 37.4
 LX5016;SPC CT       -   839,247.54  1,086,565.91   sFT  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!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5016!SPC CT       -   0.99996742  x   0.99999120  =   0.99995862
 LX5016!UTM  18      -   0.99996742  x   1.00016048  =   1.00012789
 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_SP_SET: 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  8, 2006
 LX5033 ***********************************************************************
 LX5033  DESIGNATION -  BOLTON AZ MK
 LX5033  PID         -  LX5033
 LX5033  STATE/COUNTY-  CT/TOLLAND
 LX5033  USGS QUAD   -  ROCKVILLE (1984)
 LX5033
 LX5033                         *CURRENT SURVEY CONTROL
 LX5033  ___________________________________________________________________
 LX5033* NAD 83(1996)-  41 45 59.11524(N)    072 25 57.80071(W)     ADJUSTED  
 LX5033* NAVD 88     -       232.6    (meters)     763.     (feet)  VERTCON   
 LX5033  ___________________________________________________________________
 LX5033  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LX5033  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX5033
 LX5033  HORZ ORDER  -  SECOND
 LX5033
 LX5033.The horizontal coordinates were established by classical geodetic methods
 LX5033.and adjusted by the National Geodetic Survey in August 1998..
 LX5033
 LX5033.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5033
 LX5033.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5033
 LX5033.The geoid height was determined by GEOID03.
 LX5033
 LX5033;                    North         East     Units Scale Factor Converg.
 LX5033;SPC CT       -   256,077.423   331,182.925   MT  0.99999137   +0 12 37.3
 LX5033;SPC CT       -   840,147.35  1,086,555.98   sFT  0.99999137   +0 12 37.3
 LX5033;UTM  18      - 4,627,028.437   713,399.771   MT  1.00016042   +1 42 38.5
 LX5033
 LX5033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5033!SPC CT       -   0.99996815  x   0.99999137  =   0.99995952
 LX5033!UTM  18      -   0.99996815  x   1.00016042  =   1.00012857
 LX5033
 LX5033                          SUPERSEDED SURVEY CONTROL
 LX5033
 LX5033  NAD 83(1996)-  41 45 59.11482(N)    072 25 57.80071(W) AD(       ) 2
 LX5033  NAD 83(1992)-  41 45 59.11502(N)    072 25 57.80082(W) AD(       ) 2
 LX5033  NAD 83(1992)-  41 45 59.11598(N)    072 25 57.80198(W) AD(       ) 2
 LX5033  NAD 83(1986)-  41 45 59.11652(N)    072 25 57.80185(W) AD(       ) 2
 LX5033  NAD 27      -  41 45 58.76053(N)    072 25 59.50139(W) AD(       ) 2
 LX5033  NGVD 29 (07/19/86)  232.8    (m)          764.     (f) VERT ANG       
 LX5033
 LX5033.Superseded values are not recommended for survey control.
 LX5033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5033.See file dsdata.txt to determine how the superseded data were derived.
 LX5033
 LX5033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1340027028(NAD 83)
 LX5033_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5033+STABILITY: SURFACE MOTION
 LX5033
 LX5033  HISTORY     - Date     Condition        Report By
 LX5033  HISTORY     - 1978     MONUMENTED       NGS
 LX5033
 LX5033                          STATION DESCRIPTION
 LX5033
 LX5033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX5033'THE STATION IS LOCATED ABOUT 5 MILES EAST-SOUTHEAST OF
 LX5033'MANCHESTER AND IN THE TOWN OF BOLTON.  IT IS NEAR A CEMETERY
 LX5033'ON HEBRON ROAD ON TOWN PROPERTY. PERMISSION WAS GRANTED BY MR.
 LX5033'DAVID DRESELLY, FIRST SELECTMAN, 13 EAST MIDDLE TURNPIKE,
 LX5033'MANCHESTER, CONNECTICUT.  PHONE NUMBER 646-0031 OR 646-2414.
 LX5033'
 LX5033'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX5033'BOLTON, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX5033'
 LX5033'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS 6 AND
 LX5033'44A AND STATE HIGHWAY 85, ABOUT 2 MILES EAST OF MANCHESTER, GO
 LX5033'SOUTHEASTERLY ON STATE HIGHWAY 85 FOR 1.55 MILES TO WHERE
 LX5033'STATE HIGHWAY 85
 LX5033'MAKES A SHARP TURN TO THE RIGHT.  CONTINUE STRAIGHT
 LX5033'AHEAD, EAST, ON BOLTON CENTER ROAD FOR 0.5 MILE TO A FORK.
 LX5033'BEAR RIGHT, AND GO SOUTHEASTERLY ON HEBRON ROAD FOR 0.3 MILE
 LX5033'TO THE STATION MARK ON THE LEFT.
 LX5033'
 LX5033'THE STATION MARKS ARE STANDARD AZIMUTH MARK DISKS
 LX5033'STAMPED---BOLTON 1978---.
 LX5033'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYCLINDRICAL
 LX5033'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND
 LX5033'HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS 16.9 FEET
 LX5033'WEST OF THE CENTER OF HEBRON ROAD, 3.6 FEET EAST OF UTILITY
 LX5033'POLE NUMBER 113 AND 2.3 FEET NORTH OF A RAIL FENCE.  THE
 LX5033'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX5033'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 LX5033'
 LX5033'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 LX5033'
 LX5033'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.51  (meters)                     GEOID03
 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 GEOID03.
 LX5015
 LX5015;                    North         East     Units Scale Factor Converg.
 LX5015;SPC CT       -   255,871.554   331,226.014   MT  0.99999124   +0 12 38.6
 LX5015;SPC CT       -   839,471.92  1,086,697.35   sFT  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  8, 2006
 LX6070 ***********************************************************************
 LX6070  DESIGNATION -  BONANOMIS CHIMNEY
 LX6070  PID         -  LX6070
 LX6070  STATE/COUNTY-  CT/MIDDLESEX
 LX6070  USGS QUAD   -  DEEP RIVER (1971)
 LX6070
 LX6070                         *CURRENT SURVEY CONTROL
 LX6070  ___________________________________________________________________
 LX6070* NAD 83(1996)-  41 24 44.36850(N)    072 26 22.92682(W)     ADJUSTED  
 LX6070* NAVD 88     -                                                        
 LX6070  ___________________________________________________________________
 LX6070  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LX6070  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX6070
 LX6070  HORZ ORDER  -  THIRD
 LX6070
 LX6070.The horizontal coordinates were established by classical geodetic methods
 LX6070.and adjusted by the National Geodetic Survey in August 1998..
 LX6070
 LX6070
 LX6070.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6070
 LX6070.The geoid height was determined by GEOID03.
 LX6070
 LX6070;                    North         East     Units Scale Factor Converg.
 LX6070;SPC CT       -   216,748.332   330,743.791   MT  0.99998537   +0 12 20.7
 LX6070;SPC CT       -   711,115.15  1,085,115.25   sFT  0.99998537   +0 12 20.7
 LX6070;UTM  18      - 4,587,694.317   713,986.558   MT  1.00016356   +1 41 39.2
 LX6070
 LX6070                          SUPERSEDED SURVEY CONTROL
 LX6070
 LX6070  NAD 83(1992)-  41 24 44.36765(N)    072 26 22.92654(W) AD(       ) 4
 LX6070  NAD 83(1986)-  41 24 44.36952(N)    072 26 22.92945(W) AD(       ) 4
 LX6070  NAD 27      -  41 24 44.00800(N)    072 26 24.63500(W) AD(       ) 3
 LX6070
 LX6070.Superseded values are not recommended for survey control.
 LX6070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6070.See file dsdata.txt to determine how the superseded data were derived.
 LX6070
 LX6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1398787694(NAD 83)
 LX6070
 LX6070  HISTORY     - Date     Condition        Report By
 LX6070  HISTORY     - 1935     MONUMENTED       CGS
 LX6070  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6070  HISTORY     - 1984     GOOD             USPSQD
 LX6070  HISTORY     - 1989     POOR             USPSQD
 LX6070  HISTORY     - 19950716 GOOD             USPSQD
 LX6070  HISTORY     - 19970220 GOOD             USPSQD
 LX6070
 LX6070                          STATION DESCRIPTION
 LX6070
 LX6070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GMC)
 LX6070'THIS HOUSE IS NEAR THE NE CORNER OF THE INTERSECTION OF ROUTE 9
 LX6070'AND THE HADLYME FERRY ROAD.  IT IS NOT THE CORNER HOUSE BUT IS
 LX6070'NEXT TO IT ON THE N SIDE OF THE FERRY ROAD.  IT IS A RECTANGULAR
 LX6070'FRAME BUILDING WITH GREEN COMPOSITION ROOF.
 LX6070'
 LX6070'ONE LARGE SQUARE RED-BRICK CHIMNEY SHOWS IN THE MIDDLE OF THE
 LX6070'ROOF.  HOUSE GABLES SHOW E AND W.
 LX6070'
 LX6070'IT IS THE PROPERTY OF LORENZO BONANOMI.
 LX6070'
 LX6070'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6070
 LX6070                          STATION RECOVERY (1948)
 LX6070
 LX6070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6070'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6070
 LX6070                          STATION RECOVERY (1984)
 LX6070
 LX6070'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6070'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6070
 LX6070                          STATION RECOVERY (1989)
 LX6070
 LX6070'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX6070'MARK RECOVERED IN POOR CONDITION.
 LX6070
 LX6070                          STATION RECOVERY (1995)
 LX6070
 LX6070'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6070'RECOVERED IN GOOD CONDITION.
 LX6070
 LX6070                          STATION RECOVERY (1997)
 LX6070
 LX6070'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5494 ***********************************************************************
 LX5494  DESIGNATION -  BOND
 LX5494  PID         -  LX5494
 LX5494  STATE/COUNTY-  CT/NEW LONDON
 LX5494  USGS QUAD   -  NIANTIC (1983)
 LX5494
 LX5494                         *CURRENT SURVEY CONTROL
 LX5494  ___________________________________________________________________
 LX5494* NAD 83(1996)-  41 17 17.64431(N)    072 12 11.44462(W)     ADJUSTED  
 LX5494* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5494  ___________________________________________________________________
 LX5494  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LX5494  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX5494
 LX5494  HORZ ORDER  -  THIRD
 LX5494
 LX5494.The horizontal coordinates were established by classical geodetic methods
 LX5494.and adjusted by the National Geodetic Survey in August 1998..
 LX5494
 LX5494.The orthometric height was scaled from a topographic map.
 LX5494
 LX5494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5494
 LX5494.The geoid height was determined by GEOID03.
 LX5494
 LX5494;                    North         East     Units Scale Factor Converg.
 LX5494;SPC CT       -   203,065.316   350,605.824   MT  0.99999227   +0 21 45.3
 LX5494;SPC CT       -   666,223.46  1,150,279.27   sFT  0.99999227   +0 21 45.3
 LX5494;UTM  18      - 4,574,528.008   734,201.436   MT  1.00027509   +1 50 46.7
 LX5494
 LX5494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5494!SPC CT       -   1.00000470  x   0.99999227  =   0.99999697
 LX5494!UTM  18      -   1.00000470  x   1.00027509  =   1.00027979
 LX5494
 LX5494:                Primary Azimuth Mark                     Grid Az
 LX5494:SPC CT       -  MILLSTONE                                059 34 26.3
 LX5494:UTM  18      -  MILLSTONE                                058 05 24.9
 LX5494
 LX5494|---------------------------------------------------------------------|
 LX5494| PID    Reference Object                     Distance      Geod. Az  |
 LX5494|                                                           dddmmss.s |
 LX5494| LX5483 MILLSTONE                           APPROX. 3.8 KM 0595611.6 |
 LX5494| CZ7079 BOND RM 1                            11.186 METERS 25840     |
 LX5494| CZ7080 BOND RM 2                             7.940 METERS 33748     |
 LX5494| CS5353 BOND RM 3                            21.616 METERS 34603     |
 LX5494|---------------------------------------------------------------------|
 LX5494
 LX5494                          SUPERSEDED SURVEY CONTROL
 LX5494
 LX5494  NAD 83(1992)-  41 17 17.64308(N)    072 12 11.44411(W) AD(       ) 3
 LX5494  NAD 83(1986)-  41 17 17.64505(N)    072 12 11.44863(W) AD(       ) 3
 LX5494  NAD 27      -  41 17 17.29400(N)    072 12 13.17500(W) AD(       ) 3
 LX5494
 LX5494.Superseded values are not recommended for survey control.
 LX5494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5494.See file dsdata.txt to determine how the superseded data were derived.
 LX5494
 LX5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3420174528(NAD 83)
 LX5494_MARKER: DS = TRIANGULATION STATION DISK
 LX5494_SETTING: 80 = SET IN A BOULDER
 LX5494_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5494+STABILITY: SURFACE MOTION
 LX5494
 LX5494  HISTORY     - Date     Condition        Report By
 LX5494  HISTORY     - 1934     MONUMENTED       CGS
 LX5494  HISTORY     - 1968     GOOD             CGS
 LX5494  HISTORY     - 1984     GOOD             NGS
 LX5494  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX5494
 LX5494                          STATION DESCRIPTION
 LX5494
 LX5494'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5494'THE STATION IS ON THE E SIDE OF BLACK POINT ABOUT 1/4 MILE N OF
 LX5494'THE S END OF THE POINT AND ALSO 1/4 MILE E OF STATION BLACK.  IT
 LX5494'IS ON THE BEACH IN FRONT OF ANNE BONDS PROPERTY.  THE STATION IS
 LX5494'A STANDARD DISC SET IN THE TOP OF A LARGE BOULDER AT THE HIGH
 LX5494'WATER LINE.
 LX5494'
 LX5494'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN BOULDERS
 LX5494'SW AND NW OF THE STATION RESPECTIVELY.
 LX5494'
 LX5494'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5494
 LX5494                          STATION RECOVERY (1968)
 LX5494
 LX5494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5494'RECOVERED AS DESCRIBED.
 LX5494
 LX5494                          STATION RECOVERY (1984)
 LX5494
 LX5494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LX5494'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LX5494'CONDITION.  REFERENCE MARK 2 WAS FOUND WAY OUT OF POSITION AND THE
 LX5494'BOULDER WAS TILTED OVER.  THE DISK WAS RECLAIMED.  A SHORTER DISTANCE
 LX5494'OF 0.83 FT WAS NOTED TO REFERENCE MARK 1.  THE BOULDER THE MARK WAS
 LX5494'SET IN APPEARS TO BE UPRIGHT.  REFERENCE MARK 3 WAS ESTABLISHED AT
 LX5494'THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LX5494'
 LX5494'THE STATION IS LOCATED ABOUT 40 KM (2.5 MI) SOUTH-SOUTHWEST OF NIANTIC
 LX5494'ON THE EAST SIDE OF BLACK POINT AND ABOUT 0.4 KM (0.25 MI) NORTH OF
 LX5494'THE SOUTH END OF BLACK POINT.  IT IS ON THE BEACH AND JUST TO THE
 LX5494'SOUTHEAST OF THE PROPERTY OWNED BY COLIN G. CAMPBELL, 35 WEST LANE.
 LX5494'
 LX5494'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BLACK
 LX5494'POINT ROAD, IN THE WEST SECTION OF NIANTIC, GO SOUTHWEST ON BLACK
 LX5494'POINT ROAD FOR 1.6 KM (1.0 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO
 LX5494'WEST AND SOUTH ON OLD BLACK POINT ROAD FOR 2.9 KM (1.8 MI) TO A SIDE
 LX5494'ROAD LEFT.  TURN LEFT AND GO EAST ON THE GREAT WIGHT WAY FOR 0.6 KM
 LX5494'(0.35 MI) TO A T-ROAD.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 LX5494'100 FT TO MR. CAMPBELLS DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 LX5494'EAST FOR 150 FT TO THE HOUSE AND THE END OF TRUCK TRAVEL.  PACK
 LX5494'EAST TO A SET OF STEPS LEADING DOWN TO THE BEACH.  GO DOWN STEPS AND
 LX5494'THEN GO SOUTH FOR 90 FT TO THE STATION.
 LX5494'
 LX5494'THE STATION IS A STANDARD NGS DISK STAMPED--BOND 1934--CEMENTED IN A
 LX5494'DRILL HOLE IN THE TOP OF A ROUNDED LARGE BOULDER AT THE WATERS EDGE
 LX5494'AND PROJECTS 1.5 METERS (5 FT).
 LX5494'
 LX5494'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--BOND NO 1 1934--
 LX5494'CEMENTED IN A DRILL HOLE IN THE TOP OF A ROUNDED LARGE BOULDER THAT
 LX5494'PROJECTS 1.5 METERS (5 FT) AND 2.0 FT (0.6 METERS) HIGHER THAN THE
 LX5494'STATION.
 LX5494'
 LX5494'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED--BOND 1934 NO 3
 LX5494'1984--CEMENTED IN A DRILL HOLE IN A 3 BY 4 FT BOULDER THAT PROJECTS
 LX5494'30 CM (1 FT) AND 2.0 FT (0.6 METERS) LOWER THAN THE STATION.
 LX5494
 LX5494                          STATION RECOVERY (1989)
 LX5494
 LX5494'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5497 ***********************************************************************
 LX5497  DESIGNATION -  BONDS BARN CUPOLA
 LX5497  PID         -  LX5497
 LX5497  STATE/COUNTY-  CT/NEW LONDON
 LX5497  USGS QUAD   -  NIANTIC (1983)
 LX5497
 LX5497                         *CURRENT SURVEY CONTROL
 LX5497  ___________________________________________________________________
 LX5497* NAD 83(1996)-  41 17 29.55216(N)    072 12 21.17747(W)     ADJUSTED  
 LX5497* NAVD 88     -                                                        
 LX5497  ___________________________________________________________________
 LX5497  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 LX5497  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX5497
 LX5497  HORZ ORDER  -  THIRD
 LX5497
 LX5497.The horizontal coordinates were established by classical geodetic methods
 LX5497.and adjusted by the National Geodetic Survey in August 1998..
 LX5497
 LX5497
 LX5497.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5497
 LX5497.The geoid height was determined by GEOID03.
 LX5497
 LX5497;                    North         East     Units Scale Factor Converg.
 LX5497;SPC CT       -   203,431.231   350,377.046   MT  0.99999202   +0 21 38.8
 LX5497;SPC CT       -   667,423.96  1,149,528.69   sFT  0.99999202   +0 21 38.8
 LX5497;SPC NY L     -   126,456.559   450,274.487   MT  1.00002454   +1 10 24.6
 LX5497;SPC NY L     -   414,882.89  1,477,275.55   sFT  1.00002454   +1 10 24.6
 LX5497;UTM  18      - 4,574,887.978   733,963.192   MT  1.00027372   +1 50 40.7
 LX5497
 LX5497                          SUPERSEDED SURVEY CONTROL
 LX5497
 LX5497  NAD 83(1992)-  41 17 29.55098(N)    072 12 21.17691(W) AD(       ) 4
 LX5497  NAD 83(1986)-  41 17 29.55292(N)    072 12 21.18146(W) AD(       ) 4
 LX5497  NAD 27      -  41 17 29.20000(N)    072 12 22.94000(W) AD(       ) 3
 LX5497
 LX5497.Superseded values are not recommended for survey control.
 LX5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5497.See file dsdata.txt to determine how the superseded data were derived.
 LX5497
 LX5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3396374888(NAD 83)
 LX5497_MARKER: 86 = CUPOLA
 LX5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5497+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5497
 LX5497  HISTORY     - Date     Condition        Report By
 LX5497  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5497  HISTORY     - 1968     GOOD             CGS
 LX5497  HISTORY     - 1984     GOOD             USPSQD
 LX5497  HISTORY     - 1989     GOOD             USPSQD
 LX5497  HISTORY     - 20010408 GOOD             USPSQD
 LX5497
 LX5497                          STATION DESCRIPTION
 LX5497
 LX5497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5497'THE BARN IS ON THE SIDE OF A HILL IN A HAYFIELD JUST W OF A
 LX5497'PRIVATE GRAVEL ROAD ALONG THE E SHORE OF BLACK POINT AND IS ABOUT
 LX5497'1/4 MILE N OF THE S END OF THE POINT.  IT IS A SMALL FRAME BUILDING
 LX5497'ABOUT 40 BY 30 BY 25 FEET AND HAS A GREEN SHINGLE ROOF.  THE
 LX5497'CUPOLA IS SQUARE AND IN THE CENTER OF RIDGEPOLE OF THE BARN.  THE
 LX5497'STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 30 FEET
 LX5497'ABOVE GROUND.
 LX5497
 LX5497                          STATION RECOVERY (1968)
 LX5497
 LX5497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5497'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5497
 LX5497                          STATION RECOVERY (1984)
 LX5497
 LX5497'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5497'BONDS BARN CUPOLA RECOVERED AS DESCRIBED GOOD.
 LX5497
 LX5497                          STATION RECOVERY (1989)
 LX5497
 LX5497'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5497'RECOVERED IN GOOD CONDITION.
 LX5497
 LX5497                          STATION RECOVERY (2001)
 LX5497
 LX5497'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7422 ***********************************************************************
 LX7422  DESIGNATION -  BONGI
 LX7422  PID         -  LX7422
 LX7422  STATE/COUNTY-  CT/FAIRFIELD
 LX7422  USGS QUAD   -  STAMFORD (1984)
 LX7422
 LX7422                         *CURRENT SURVEY CONTROL
 LX7422  ___________________________________________________________________
 LX7422* NAD 83(1996)-  41 07 09.13850(N)    073 30 52.97308(W)     ADJUSTED  
 LX7422* NAVD 88     -        98.1    (meters)     322.     (feet)  VERTCON   
 LX7422  ___________________________________________________________________
 LX7422  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 LX7422  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX7422
 LX7422  HORZ ORDER  -  FIRST
 LX7422
 LX7422.The horizontal coordinates were established by classical geodetic methods
 LX7422.and adjusted by the National Geodetic Survey in August 1998..
 LX7422
 LX7422.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7422
 LX7422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7422
 LX7422.The geoid height was determined by GEOID03.
 LX7422
 LX7422;                    North         East     Units Scale Factor Converg.
 LX7422;SPC CT       -   184,432.524   240,577.501   MT  1.00000914   -0 30 25.4
 LX7422;SPC CT       -   605,092.37    789,294.68   sFT  1.00000914   -0 30 25.4
 LX7422;SPC NY E     -   254,252.447   232,739.910   MT  0.99998423   +0 38 52.8
 LX7422;SPC NY E     -   834,159.90    763,580.85   sFT  0.99998423   +0 38 52.8
 LX7422;UTM  18      - 4,553,053.083   624,691.354   MT  0.99979136   +0 58 36.8
 LX7422
 LX7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7422!SPC CT       -   0.99998935  x   1.00000914  =   0.99999849
 LX7422!SPC NY E     -   0.99998935  x   0.99998423  =   0.99997358
 LX7422!UTM  18      -   0.99998935  x   0.99979136  =   0.99978071
 LX7422
 LX7422|---------------------------------------------------------------------|
 LX7422| PID    Reference Object                     Distance      Geod. Az  |
 LX7422|                                                           dddmmss.s |
 LX7422| CR9087 BONGI RM 1                           25.120 METERS 03650     |
 LX7422| CR9088 BONGI RM 2                           29.185 METERS 11747     |
 LX7422|---------------------------------------------------------------------|
 LX7422
 LX7422                          SUPERSEDED SURVEY CONTROL
 LX7422
 LX7422  NAD 83(1992)-  41 07 09.13770(N)    073 30 52.97251(W) AD(       ) 1
 LX7422  NAD 83(1986)-  41 07 09.13963(N)    073 30 52.97359(W) AD(       ) 1
 LX7422  NAD 83(1986)-  41 07 09.13826(N)    073 30 52.97250(W) AD(       ) 1
 LX7422  NGVD 29 (10/23/89)   98.4    (m)          323.     (f) VERT ANG       
 LX7422
 LX7422.Superseded values are not recommended for survey control.
 LX7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7422.See file dsdata.txt to determine how the superseded data were derived.
 LX7422
 LX7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2469153053(NAD 83)
 LX7422_MARKER: DS = TRIANGULATION STATION DISK
 LX7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7422_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7422+STABILITY: SURFACE MOTION
 LX7422
 LX7422  HISTORY     - Date     Condition        Report By
 LX7422  HISTORY     - 1983     MONUMENTED       NGS
 LX7422
 LX7422                          STATION DESCRIPTION
 LX7422
 LX7422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7422'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) EAST-NORTHEAST
 LX7422'OF THE JUNCTION OF U.S. HIGHWAYS 15 AND 137,
 LX7422'3.2 KM (2.0 MI) NORTH OF SPRINGDALE, 2.4 KM (1.5 MI)
 LX7422'WEST OF THE JUNCTION OF STATE HIGHWAY 15 AND 124 AND
 LX7422'JUST NORTH OF STATE HIGHWAY 15 (MERRITT PARKWAY) ON
 LX7422'STATE RIGHT-OF-WAY.
 LX7422'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX7422'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY
 LX7422'AND GEODETIC SURVEY, WOLCOTT HILL ROAD, WETHERSFIELD CT
 LX7422'06109, PHONE 203-566-4638.
 LX7422'
 LX7422'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 106
 LX7422'AND 15 (EXIT 36 OF MERRITT PARKWAY, HIGHWAY 15) GO NORTH
 LX7422'ON HIGHWAY 106 FOR 0.1 KM (0.05 MI) TO A PAVED ROAD LEFT.
 LX7422'TURN LEFT ON JELLIFF MILL ROAD FOR 1.4 KM (0.9 MI) TO A
 LX7422'ROCK WALL ON LEFT, SEPARATING A GRASS YARD AND  THE WOODS.
 LX7422'TURN LEFT INTO THE WOODS GOING WEST-SOUTHWEST FOR ABOUT 42.7
 LX7422'METERS (140 FT) TO THE STATION.
 LX7422'
 LX7422'THE STATION IS A STANDARD NGS DISK
 LX7422'STAMPED---BONGI 1983---,
 LX7422'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7422'FLUSH WITH GROUND.  IT IS LOCATED
 LX7422'43.89 METERS (144.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE
 LX7422'CENTER OF A PAVED ROAD,
 LX7422'6.31 METERS (20.7 FT) SOUTHWEST FROM A 25 CM IN DIAMETER CEDAR
 LX7422'TREE,
 LX7422'5.18 METERS (17.0 FT) EAST-NORTHEAST FROM A 40 CM IN DIAMETER
 LX7422'CEDAR TREE AND
 LX7422'1.52 METERS (5.0 FT) NORTHEAST FROM A WITNESS POST.
 LX7422'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7422'STAMPED---BONGI 1983---,
 LX7422'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7422'
 LX7422'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7422'STAMPED---BONGI NO 1 1983---,
 LX7422'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7422'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7422'26.52 METERS (87.0 FT) EAST-NORTHEAST FROM A WITNESS POST,
 LX7422'18.90 METERS (62.0 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 LX7422'OF A PAVED ROAD,
 LX7422'8.53 METERS (28.0 FT) NORTH-NORTHWEST FROM A 60 CM IN DIAMETER
 LX7422'TRIANGULAR BLAZED POPLAR TREE.
 LX7422'0.40 METER (1.3 FT) SOUTHEAST FROM A WITNESS POST.
 LX7422'MARK IS LEVEL WITH STATION.
 LX7422'
 LX7422'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7422'STAMPED---BONGI NO 2 1983---,
 LX7422'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7422'FLUSH WITH GROUND.  IT IS LOCATED
 LX7422'28.96 METERS (95.0 FT) SOUTHEAST FROM A WITNESS POST,
 LX7422'5.03 METERS (16.5 FT) SOUTH FROM A FORKED CEDAR TREE AND
 LX7422'0.3 METER (1.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 LX7422'MARK IS BELOW STATION 1.0 METER.
 LX7422'
 LX7422'NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO
 LX7422'TREES AND BRUSH ON LINE.
 LX7422'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.5 METERS.
 LX7422'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AZIMUTH.
 LX7422'
 LX7422'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5929 ***********************************************************************
 LX5929  DESIGNATION -  BOOK HILL AZ MK
 LX5929  PID         -  LX5929
 LX5929  STATE/COUNTY-  CT/MIDDLESEX
 LX5929  USGS QUAD   -  ESSEX (1977)
 LX5929
 LX5929                         *CURRENT SURVEY CONTROL
 LX5929  ___________________________________________________________________
 LX5929* NAD 83(1996)-  41 21 50.78367(N)    072 25 43.48047(W)     ADJUSTED  
 LX5929* NAVD 88     -        24.9    (meters)      82.     (feet)  VERTCON   
 LX5929  ___________________________________________________________________
 LX5929  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX5929  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX5929
 LX5929  HORZ ORDER  -  SECOND
 LX5929
 LX5929.The horizontal coordinates were established by classical geodetic methods
 LX5929.and adjusted by the National Geodetic Survey in August 1998..
 LX5929
 LX5929.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5929
 LX5929.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5929
 LX5929.The geoid height was determined by GEOID03.
 LX5929
 LX5929;                    North         East     Units Scale Factor Converg.
 LX5929;SPC CT       -   211,396.629   331,679.807   MT  0.99998750   +0 12 46.8
 LX5929;SPC CT       -   693,557.11  1,088,186.17   sFT  0.99998750   +0 12 46.8
 LX5929;UTM  18      - 4,582,367.759   715,061.390   MT  1.00016924   +1 41 59.4
 LX5929
 LX5929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5929!SPC CT       -   1.00000083  x   0.99998750  =   0.99998833
 LX5929!UTM  18      -   1.00000083  x   1.00016924  =   1.00017007
 LX5929
 LX5929:                Primary Azimuth Mark                     Grid Az
 LX5929:SPC CT       -  BOOK HILL RESET                          070 01 07.2
 LX5929:UTM  18      -  BOOK HILL RESET                          068 31 54.6
 LX5929
 LX5929|---------------------------------------------------------------------|
 LX5929| PID    Reference Object                     Distance      Geod. Az  |
 LX5929|                                                           dddmmss.s |
 LX5929| LX5913 BOOK HILL RESET                     APPROX. 1.4 KM 0701354.0 |
 LX5929| LX5930 BOOK HILL AZ MK A PT                 12.127 METERS 29530     |
 LX5929|---------------------------------------------------------------------|
 LX5929
 LX5929                          SUPERSEDED SURVEY CONTROL
 LX5929
 LX5929  NAD 83(1992)-  41 21 50.78277(N)    072 25 43.48019(W) AD(       ) 2
 LX5929  NAD 83(1986)-  41 21 50.78472(N)    072 25 43.48331(W) AD(       ) 2
 LX5929  NAD 27      -  41 21 50.43130(N)    072 25 45.16761(W) AD(       ) 2
 LX5929  NGVD 29 (07/19/86)   25.2    (m)           83.     (f) VERT ANG       
 LX5929
 LX5929.Superseded values are not recommended for survey control.
 LX5929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5929.See file dsdata.txt to determine how the superseded data were derived.
 LX5929
 LX5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1506182368(NAD 83)
 LX5929_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5929_SETTING: 66 = SET IN ROCK OUTCROP
 LX5929_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5929_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5929+STABILITY: POSITION/ELEVATION WELL
 LX5929
 LX5929  HISTORY     - Date     Condition        Report By
 LX5929  HISTORY     - 1976     MONUMENTED       NGS
 LX5929
 LX5929                          STATION DESCRIPTION
 LX5929
 LX5929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5929'THE STATION IS ABOUT 2 MILES NORTHWEST OF ESSEX, 1-3/4 MILES
 LX5929'NORTHEAST OF IVORYTON, 1 MILE SOUTHWEST OF DEEP RIVER AND ON
 LX5929'ROAD RIGHT-OF-WAY.
 LX5929'
 LX5929'TO REACH THE STATION FORM THE JUNCTION OF STATE HIGHWAYS 9
 LX5929'AND 80 (EXIT 5 ON HIGHWAY 9), ABOUT 3/4 MILE WEST OF DEEP
 LX5929'RIVER, GO SOUTHEAST ON STATE HIGHWAY 9 FOR 1.4 MILES TO THE
 LX5929'STATION ON THE RIGHT AS DESCRIBED.
 LX5929'
 LX5929'STATION MARK, STAMPED---BOOK HILL 1861 AZ 1976---, IS A
 LX5929'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 LX5929'ROCK OUTCROP AND IS FLUSH WITH THE SURFACE OF THE ROCK
 LX5929'OUTCROP.  IT IS 80 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LX5929'SOUTH BOUND LANE OF HIGHWAY 9, 64 FEET WEST OF THE NORTHWEST
 LX5929'END OF A GUARD RAIL, 47 FEET SOUTHWEST OF A METAL WITNESS
 LX5929'POST, 8 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE ROCK
 LX5929'OUTCROP AND ABOUT 26 FEET HIGHER THAN THE SOUTH BOUND LANE OF
 LX5929'HIGHWAY 9.
 LX5929'
 LX5929'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.1 METER.
 LX5929'
 LX5929'DESCRIBED BY A. G. THACKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5913 ***********************************************************************
 LX5913  DESIGNATION -  BOOK HILL RESET
 LX5913  PID         -  LX5913
 LX5913  STATE/COUNTY-  CT/MIDDLESEX
 LX5913  USGS QUAD   -  ESSEX (1977)
 LX5913
 LX5913                         *CURRENT SURVEY CONTROL
 LX5913  ___________________________________________________________________
 LX5913* NAD 83(1996)-  41 22 06.38945(N)    072 24 45.82513(W)     ADJUSTED  
 LX5913* NAVD 88     -        95.7    (meters)     314.     (feet)  VERTCON   
 LX5913  ___________________________________________________________________
 LX5913  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX5913  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX5913
 LX5913  HORZ ORDER  -  FIRST
 LX5913
 LX5913.The horizontal coordinates were established by classical geodetic methods
 LX5913.and adjusted by the National Geodetic Survey in August 1998..
 LX5913
 LX5913.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5913
 LX5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5913
 LX5913.The geoid height was determined by GEOID03.
 LX5913
 LX5913;                    North         East     Units Scale Factor Converg.
 LX5913;SPC CT       -   211,883.168   333,017.915   MT  0.99998728   +0 13 25.1
 LX5913;SPC CT       -   695,153.36  1,092,576.28   sFT  0.99998728   +0 13 25.1
 LX5913;UTM  18      - 4,582,888.953   716,386.669   MT  1.00017628   +1 42 38.1
 LX5913
 LX5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5913!SPC CT       -   0.99998973  x   0.99998728  =   0.99997701
 LX5913!UTM  18      -   0.99998973  x   1.00017628  =   1.00016601
 LX5913
 LX5913                          SUPERSEDED SURVEY CONTROL
 LX5913
 LX5913  NAD 83(1992)-  41 22 06.38855(N)    072 24 45.82484(W) AD(       ) 1
 LX5913  NAD 83(1986)-  41 22 06.39045(N)    072 24 45.82798(W) AD(       ) 1
 LX5913  NAD 27      -  41 22 06.03556(N)    072 24 47.52111(W) AD(       ) 1
 LX5913  NGVD 29 (07/19/86)   96.0    (m)          315.     (f) VERT ANG       
 LX5913
 LX5913.Superseded values are not recommended for survey control.
 LX5913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5913.See file dsdata.txt to determine how the superseded data were derived.
 LX5913
 LX5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1638782889(NAD 83)
 LX5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5913+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 LX5913
 LX5913  HISTORY     - Date     Condition        Report By
 LX5913  HISTORY     - 1861     MONUMENTED       CGS
 LX5913  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5913  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX5913  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5913  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5913  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5913  HISTORY     - 1984     GOOD             USPSQD
 LX5913  HISTORY     - 20060201 GOOD             USPSQD
 LX5913
 LX5913                          STATION DESCRIPTION
 LX5913
 LX5913'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (EB)
 LX5913'ON LAND OF OSLMER BUCKINGHAM.  MARKED BY POLE SET IN HOLE IN
 LX5913'ROCK AND SECURED WITH CEMENT.
 LX5913
 LX5913                          STATION RECOVERY (1934)
 LX5913
 LX5913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5913'STATION RECOVERED AS DESCRIBED.  A NEW DESCRIPTION IS WRITTEN
 LX5913'AS FOLLOWS--THE STATION IS ON THE HIGHEST PART OF BOOK HILL
 LX5913'ON THE PROPERTY OF A.B. DOANE OF ESSEX.
 LX5913'
 LX5913'TO REACH STATION FROM ESSEX SQUARE--GO NORTHERLY ON NORTH
 LX5913'MAIN STREET 1.1 MILES AND TURN LEFT.  GO 0.6 MILE, TURN LEFT A
 LX5913'SHORT DISTANCE TO THE OLD CAMPBELL PLACE.  A WOOD ROAD,
 LX5913'IMPASSABLE BY MOTOR VEHICLES, LEADS FROM THIS POINT TO THE TOP OF
 LX5913'BOOK HILL.  THE ROAD GOES SOUTHWESTERLY TO THE FOOT OF THE HILL,
 LX5913'THEN WESTERLY TO THE TOP OF THE RIDGE.  FOUR STONE FENCES MEET
 LX5913'AT THIS POINT.  THEY GO SOUTHERLY ALONG THE TOP OF THE RIDGE
 LX5913'TO THE HIGHEST POINT WHICH IS NEAR THE SOUTHERBN END.  A
 LX5913'DISTINCTIVE FEATURE OF THE RIDGE IS THE STONE FENCES CROSSING
 LX5913'FROM E TO W.  THE STATION IS ABOUT 75 METERS SOUTHERLY OF
 LX5913'THE SECOND OF THESE FENCES.  THE LOCATION OF THE STATION IS
 LX5913'FURTHER IDENTIFIED BY THE ONLY SIZABLE OUTCROPPING LEDGE ON
 LX5913'THE HILL.  THE DRILL HOLE REMAINING FROM THE 1861 MARK WAS USED
 LX5913'AS A SUB-SURFACE MARK AND THE CREVICE IN THE ROCK FILLED WITH
 LX5913'CONCRETE TO CARRY THE STANDARD DISK FOR SURFACE MARK.
 LX5913'STANDARD REFERENCE MARK DISKS WERE ESTABLISHED.
 LX5913'
 LX5913'REFERENCE MARK NO.1 IS IN THE MOST NORTHEASTERLY OF A GROUP OF
 LX5913'FOUR LARGE BOULDERS ABOUT 12 METERS SOUTHERLY OF THE STONE
 LX5913'BOUNDARY FENCE.  IT BEARS N 5 DEG W (MAGNETIC) AND IS INTENDED
 LX5913'AS AN AZIMUTH MARK.  REFERENCE MARK NO.2 IS IN THE TOP OF
 LX5913'A SMALL POINTED BOULDER BEARING N 8 DEG E (MAGNETIC).  REFERENCE
 LX5913'MARK NO.3 IS IN A BOULDER MEASURING 3.7 METERS BY 3.1 METERS
 LX5913'AND 1.2 METERS HIGH.  THE LONG AXIS IS ABOUT N AND S.  IT
 LX5913'BEARS N 80 DEG E (MAGNETIC).
 LX5913'
 LX5913'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 LX5913
 LX5913                          STATION RECOVERY (1942)
 LX5913
 LX5913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX5913'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LX5913'TO BE IN VERY GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 LX5913'MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE STATION DISK
 LX5913'IS STAMPED BOOK HILL 1861-1934.
 LX5913
 LX5913                          STATION RECOVERY (1948)
 LX5913
 LX5913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5913'STATION IS ON THE HIGHEST PART OF BOOK HILL.  TO REACH THE
 LX5913'STATION FROM SQUARE IN ESSEX, GO N ON NORTH MAIN STREET FOR
 LX5913'1.1 MILES AND TURN LEFT ON BOOK HILL ROAD.  FOLLOW THIS ROAD
 LX5913'0.6 MILE AND TURN LEFT ON A NARROW PAVED ROAD THAT PASSES THE
 LX5913'OLD CAMPBELL PLACE.  FOLLOW THIS ROAD WHICH BEARS TO THE RIGHT
 LX5913'A SHORT DISTANCE FARTHER TO THE END OF IT.  AT THIS POINT THE
 LX5913'ROAD IS IMPASSABLE TO STATION.  FROM THE END OF THIS NARROW
 LX5913'PAVED ROAD, GO 35 PACES STRAIGHT AHEAD TO A LARGE GATE IN A
 LX5913'WEB-WIRE FENCE ON THE LEFT.  TURN THROUGH THIS GATE AND GO
 LX5913'APPROXIMATELY 60 PACES W.  AT THIS POINT, THERE IS A GAP
 LX5913'IN A SHORT STONE FENCE.  TURN RIGHT AND GO 20 PACES, THEN
 LX5913'TURN LEFT AT THIS POINT.  THERE IS AN OLD ROAD BETWEEN STONE
 LX5913'WALLS THAT LEADS APPROXIMATELY W TO BOOK HILL.  FOLLOW THIS
 LX5913'DIM WINDING WOODS ROAD APPROXIMATELY 600 PACES FROM THIS
 LX5913'POINT.  THIS ROAD CROSSES ONE SMALL RIDGE COVERED WITH CEDARS
 LX5913'AND INTO A SMALL VALLEY, AT THE OTHER SIDE OF WHICH IS THE
 LX5913'FOOT OF BOOK HILL.  AT THIS POINT THERE IS A LOW ROCK
 LX5913'FENCE RUNNING N AND S AND THE INTERSECTION OF THIS FENCE
 LX5913'WITH ONE RUNNING E AND W, APPROXIMATELY 40 FEET TO THE
 LX5913'RIGHT.  AT THIS POINT, TURN LEFT OR APPROXIMATELY S, ON A
 LX5913'DIM WINDING ROAD AND GO APPROXIMATELY 170 PACES.  AT THIS
 LX5913'POINT THERE IS A STONE FENCE RUNNING E AND W.  CNTINUE
 LX5913'STRAIGHT AHEAD APPROXIMATELY 170 YARDS TO A SECOND STONE
 LX5913'FENCE RUNNING E AND W.  CONTINUE STRAIGHT AHEAD APPROXIMATELY 86
 LX5913'PACES TO THE STATION WHICH IS UNDERNEATH A LARGE PILE OF LOOSE
 LX5913'STONES.
 LX5913'
 LX5913'STANDARD BRONZE DISKS WERE SET FOR THIS STATION IN 1934.
 LX5913'
 LX5913'R.M. 1 IS THE MOST NE OF A GROUP OF FOUR LARGE BOULDERS ABOUT
 LX5913'12 METERS S OF THE SECOND STONE FENCE.  IT BEARS N. 5 DEG
 LX5913'W (MAG.) AND ISINTENDED AS AN AZIMUTH MARK.
 LX5913'
 LX5913'R.M.2 IS IN THE TOP OF A SMALL POINTED BOULDER BEARING N. 8 DEG
 LX5913'E. (MAG).
 LX5913'
 LX5913'R.M.3 IS IN A BOULDER MEASURING 3.7 BY 3.1 METERS AND 1.2
 LX5913'METERS HIGH.  THE LONG AXIS IS ABOUT N AND S.  IT BEARS N.60
 LX5913'DEG E. (MAG).
 LX5913
 LX5913                          STATION RECOVERY (1961)
 LX5913
 LX5913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5913'STATION AND R.M. WERE RECOVERED IN GOOD CONDITION.  THE
 LX5913'STATION WAS STAMPED, BOOK HILL 1861 1934.  THE R.M.S WERE STAMPED
 LX5913'BOOK HILL NO 1 1861 1934, BOOK HILL NO 2 1861 1934 AND BOOK HILL
 LX5913'NO 3 1861 1934.  THE PREVIOUS RECOVERY NOTE BY R.J.S. IN 1948 IS
 LX5913'COMPLETE AND ADEQUATE.
 LX5913
 LX5913                          STATION RECOVERY (1976)
 LX5913
 LX5913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5913'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 LX5913'FOUND IN GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS
 LX5913'CHECKED .  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND LONGER BY
 LX5913'0.053 OF A METER. THE DISTANCE TO REFERENCE MARK 2 CHECKED AND
 LX5913'THE DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER BY 0.010 OF
 LX5913'A METER.  ALL DIRECTIONS AND DISTANCES WERE COMPARED TO THE
 LX5913'1942 DATA.  NO MEASUREMENTS WERE MADE BETWEEN ANY REFERENCE
 LX5913'MARKS, DUE TO TREES ON LINE.  AN AZIMUTH MARK WAS SET AT THIS
 LX5913'TIME.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5913'
 LX5913'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF ESSEX, 1-1/2
 LX5913'MILES SOUTHEAST OF DEEP RIVER, 1-1/2 MILES NORTHEAST OF
 LX5913'IVORYTON, 3/4 MILE NORTHEAST OF STATE HIGHWAY 9 AND ON PROPERTY
 LX5913'OWNED BY EARL L. CANFIELD, BOOK HILL ROAD, ESSEX, CONNECTICUT
 LX5913'06426, PHONE NUMBER 767-8520.
 LX5913'
 LX5913'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND NORTH
 LX5913'MAIN STREET, ABOUT 0.1 MILE WEST OF THE POST OFFICE, IN THE
 LX5913'TOWN OF ESSEX, GO NORTHWEST AND NORTH ON NORTH MAIN STREET FOR
 LX5913'1.0 MILE TO BOOK HILL ROAD ON THE LEFT.  TURN LEFT AND GO
 LX5913'NORTHWEST ON BOOK HILL ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT.
 LX5913'TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.2 MILE TO A
 LX5913'FORK AT A CIRCLE DRIVE.  BEAR RIGHT AND GO SOUTHWEST ON THE
 LX5913'CIRCLE DRIVE FOR 0.05 MILE TO THE END OF THE CIRCLE DRIVE
 LX5913'AND A TRACK ROAD.  GO WESTERLY ON THE TRACK ROAD FOR 0.3 MILE
 LX5913'TO WHERE THE ROAD TURNS TO THE LEFT, AT THE JUNCTION OF TWO
 LX5913'ROCK FENCES.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.15
 LX5913'MILE TO WHERE THE ROAD TURNS SOUTHEAST, AT A ROCK FENCE.
 LX5913'CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 0.3 MILE TO THE
 LX5913'END OF THE TRACK ROAD AND THE STATION AS DESCRIBED.  A
 LX5913'4-WHEEL DRIVE TRUCK WAS USED TO GET TO THE STATION.
 LX5913'
 LX5913'STATION MARK, STAMPED---BOOK HILL 1861 1934---, IS A STANDARD
 LX5913'DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP AND IS
 LX5913'FLUSH WITH THE SURFACE OF THE ROCK OUTCROP.  THE 1934
 LX5913'DESCRIPTION STATES THAT THE UNDERGROUND MARK IS THE DRILL HOLE
 LX5913'UNDER THE SURFACE MARK THAT WAS THE ORIGINAL STATION MARK.
 LX5913'THEY ARE 27.5 FEET NORTHEAST OF A 16-INCH OAK TREE, 20.5 FEET
 LX5913'SOUTHWEST OF THE NORTH ONE OF TWO 10-INCH OAK TREES AND 16
 LX5913'FEET NORTH-NORTHWEST OF THE NORTH EDGE OF A LARGE BOULDER THAT
 LX5913'PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.
 LX5913'
 LX5913'REFERENCE MARK 1, STAMPED---BOOK HILL NO 1 1861 1934---, IS A
 LX5913'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 LX5913'PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 38 FEET
 LX5913'SOUTH OF A ROCK FENCE, 35 FEET NORTHWEST OF A 14-INCH OAK TREE
 LX5913'AND 11.5 FEET WEST OF A 14-INCH OAK TREE.
 LX5913'
 LX5913'REFERENCE MARK 2, STAMPED---BOOK HILL NO 2 1861 1934---, IS A
 LX5913'STANDARD DISK CEMENTED IN A DRILL HOLE IN A TRIANGLE SHAPED
 LX5913'BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.
 LX5913'IT IS 26 FEET NORTHWEST OF A 14-INCH OAK TREE, 11.5 FEET
 LX5913'SOUTHWEST OF A 14-INCH OAK TREE AND 9 FEET NORTH OF A 12-INCH
 LX5913'OAK TREE.
 LX5913'
 LX5913'REFERENCE MARK 3, STAMPED---BOOK HILL NO 3 1861 1934---, IS A
 LX5913'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 LX5913'PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.  IT IS 44 FEET
 LX5913'NORTH OF A 16-INCH LEANING OAK TREE AND 17 FEET SOUTHEAST OF A
 LX5913'TWIN TRUNKED OAK TREE.
 LX5913'
 LX5913'AZIMUTH MARK, STAMPED---BOOK HILL 1861 AZ 1976---, IS A
 LX5913'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 LX5913'ROCK OUTCROP AND IS FLUSH WITH THE SURFACE OF THE ROCK OUTCROP.
 LX5913'IT IS 80 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND
 LX5913'LANE OF STATE HIGHWAY 9, 64 FEET WEST OF THE NORTHWEST END OF A
 LX5913'GUARD RAIL, 47 FEET SOUTHWEST OF A METAL WITNESS POST, 8 FEET
 LX5913'SOUTHWEST OF THE SOUTHWEST EDGE OF THE ROCK OUTCROP AND ABOUT
 LX5913'26 FEET HIGHER THAN THE SOUTH BOUND LANE OF HIGHWAY 9.
 LX5913'
 LX5913'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 LX5913'9 AND 80 (EXIT 5 ON HIGHWAY 9), ABOUT 3/4 MILE WEST OF DEEP
 LX5913'RIVER, GO SOUTHEAST ON STATE HIGHWAY 9 FOR 1.4 MILES TO THE
 LX5913'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LX5913'
 LX5913'SOME CLEARING WILL BE NEEDED AT THE STATION TO SEE THE AZIMUTH
 LX5913'MARK FROM THE GROUND.
 LX5913'
 LX5913'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.9 METERS.
 LX5913'
 LX5913'DESCRIBED BY A. G. THACKER
 LX5913
 LX5913                          STATION RECOVERY (1984)
 LX5913
 LX5913'RECOVERY NOTE BY US POWER SQUADRON 1984 (JRR)
 LX5913'BOOK HILL 1861 1934 RECOVERED GOOD.
 LX5913'
 LX5913'BOOK HILL NO 1 1861 1934 RECOVERED GOOD.
 LX5913'
 LX5913'BOOK HILL NO 2 1861 1934 RECOVERED GOOD.
 LX5913'
 LX5913'BOOK HILL NO 3 1861 1934 RECOVERED GOOD.
 LX5913'
 LX5913'NOTE--EVEN THOUGH THE STATION AND REFERENCE MARKS WERE FOUND
 LX5913'THEY WERE NOT FOUND AS DESCRIBED BY R.J.S. IN 1948 DUE TO NEW
 LX5913'HOMES IN THE LOWER PART OF BOOK HILL AND NEW DIRECTIONS ARE
 LX5913'HEREWITH ENCLOSED.
 LX5913
 LX5913                          STATION RECOVERY (2006)
 LX5913
 LX5913'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX5913'LEFT ON BOOK HILL ROAD FOR .7 MILE TURN LEFT ON BOOK HILL WOODS RD.
 LX5913'GO .3 BEARING TO THE RIGHT TO THE END OF THE CIRCLE AND PARKING AT THE
 LX5913'ENTRANCE OF CANFIELD MEADOW WOODS NATURE PRESERVE.  ENTER THE PRESERVE
 LX5913'AND FOLLOW THE  LONG ROUTE  MARKED WITH GREEN TAGS FOR .48 MILES.  THE
 LX5913'TOP OF BOOK HILL IS MARKED WITH POSTERS STATING TOP OF BOOK HILL.
 LX5913'DIRECTLY TO THE LEFT OF THE SIGNS FACING SOUTH IS RM 3 ON A LARGE
 LX5913'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6839 ***********************************************************************
 LX6839  DESIGNATION -  BORDONARO
 LX6839  PID         -  LX6839
 LX6839  STATE/COUNTY-  CT/MIDDLESEX
 LX6839  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6839
 LX6839                         *CURRENT SURVEY CONTROL
 LX6839  ___________________________________________________________________
 LX6839* NAD 83(1996)-  41 37 19.50894(N)    072 36 01.94251(W)     ADJUSTED  
 LX6839* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 LX6839  ___________________________________________________________________
 LX6839  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LX6839  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6839
 LX6839  HORZ ORDER  -  THIRD
 LX6839
 LX6839.The horizontal coordinates were established by classical geodetic methods
 LX6839.and adjusted by the National Geodetic Survey in August 1998..
 LX6839
 LX6839.The orthometric height was scaled from a topographic map.
 LX6839
 LX6839.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6839
 LX6839.The geoid height was determined by GEOID03.
 LX6839
 LX6839;                    North         East     Units Scale Factor Converg.
 LX6839;SPC CT       -   240,009.049   317,256.314   MT  0.99998433   +0 05 56.8
 LX6839;SPC CT       -   787,429.69  1,040,865.09   sFT  0.99998433   +0 05 56.8
 LX6839;UTM  18      - 4,610,599.281   699,896.026   MT  1.00009175   +1 35 39.4
 LX6839
 LX6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6839!SPC CT       -   0.99999464  x   0.99998433  =   0.99997897
 LX6839!UTM  18      -   0.99999464  x   1.00009175  =   1.00008639
 LX6839
 LX6839|---------------------------------------------------------------------|
 LX6839| PID    Reference Object                     Distance      Geod. Az  |
 LX6839|                                                           dddmmss.s |
 LX6839| CZ7084 BORDONARO RM 1                        7.490 METERS 08115     |
 LX6839| LX6832 STRICKLAND                          APPROX. 2.1 KM 1635007.6 |
 LX6839| CZ7085 BORDONARO RM 2                                     17523     |
 LX6839| LX6843 WANNERSTROMS SILO                   280.896 METERS 33524     |
 LX6839|---------------------------------------------------------------------|
 LX6839
 LX6839                          SUPERSEDED SURVEY CONTROL
 LX6839
 LX6839  NAD 83(1992)-  41 37 19.50832(N)    072 36 01.94247(W) AD(       ) 3
 LX6839  NAD 83(1986)-  41 37 19.51019(N)    072 36 01.94435(W) AD(       ) 3
 LX6839  NAD 27      -  41 37 19.14300(N)    072 36 03.62200(W) AD(       ) 3
 LX6839
 LX6839.Superseded values are not recommended for survey control.
 LX6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6839.See file dsdata.txt to determine how the superseded data were derived.
 LX6839
 LX6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9989610599(NAD 83)
 LX6839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6839_SETTING: 66 = SET IN ROCK OUTCROP
 LX6839_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6839_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6839+STABILITY: POSITION/ELEVATION WELL
 LX6839
 LX6839  HISTORY     - Date     Condition        Report By
 LX6839  HISTORY     - 1935     MONUMENTED       CGS
 LX6839  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6839  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LX6839
 LX6839                          STATION DESCRIPTION
 LX6839
 LX6839'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6839'THE STATION IS REACHED FROM THE INTERSECTION OF ROUTE 15 AND 15
 LX6839'ALTERNATE.  GO NORTHERLY ON ROUTE 15, 1.55 MILES.  IT IS ON THE
 LX6839'HIGH BARE LEDGE E OF THIS POINT.  PROPERTY OWNER IS DOUBTFUL.  IT
 LX6839'IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE 1.5 METERS E OF
 LX6839'THE VERTICAL FACE OF THE LEDGE.  THE LEDGE DIPS TO THE
 LX6839'SOUTHWARD.  THERE IS A SMALL PEACH ORCHARD ON THE SIDE OF THE
 LX6839'HILL TO THE N AND ANOTHER ON TOP OF THE HILL TO THE E.
 LX6839'
 LX6839'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6839'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX6839'THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARKS ARE STANDARD
 LX6839'BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6839'
 LX6839'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6839'THE HIGHEST PART OF THE LEDGE EASTERLY OF THE STATION AND A
 LX6839'LITTLE HIGHER IN ELEVATION.  REFERENCE MARK NO.2 IS ALSO
 LX6839'A STANDARD DISK SET IN A DRILL HOLE IN THE SAME LEDGE SOUTHERLY
 LX6839'OF THE STATION AND AT A LOWER ELEVATION THAN THE STATION.  ALL
 LX6839'MARKS ARE IN THE SAME LEDGE.
 LX6839'
 LX6839'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6839
 LX6839                          STATION RECOVERY (1948)
 LX6839
 LX6839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6839'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6839'IS ADEQUATE.
 LX6839
 LX6839                          STATION RECOVERY (1974)
 LX6839
 LX6839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LX6839'THE STATION WAS RECOVERED IN AN ATTEMPT TO ESTABLISH AN AZIMUTH
 LX6839'TO TRIANGULATION STATION MAURICE 1935.  HOWEVER IT IS NOT VISIBLE
 LX6839'FROM THE GROUND.  THE STATION MARK WAS RECOVERED AND FOUND IN
 LX6839'GOOD CONDITION.  A SEARCH WAS MADE FOR THE REFERENCE MARKS BUT
 LX6839'THEY WERE NOT FOUND.  THERE WERE NO ANGLES OR DISTANCES AVAILABLE
 LX6839'TO MAKE A THOROUGH SEARCH FOR THE MARKS.
 LX6839'
 LX6839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6839'3 MILES EAST OF CROMWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3707 ***********************************************************************
 LW3707  DESIGNATION -  BORMON
 LW3707  PID         -  LW3707
 LW3707  STATE/COUNTY-  CT/WINDHAM
 LW3707  USGS QUAD   -  DANIELSON (1970)
 LW3707
 LW3707                         *CURRENT SURVEY CONTROL
 LW3707  ___________________________________________________________________
 LW3707* NAD 83(1996)-  41 47 22.94543(N)    071 55 52.76876(W)     ADJUSTED  
 LW3707* NAVD 88     -       137.7    (meters)     452.     (feet)  VERTCON   
 LW3707  ___________________________________________________________________
 LW3707  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LW3707  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW3707
 LW3707  HORZ ORDER  -  FIRST
 LW3707
 LW3707.The horizontal coordinates were established by classical geodetic methods
 LW3707.and adjusted by the National Geodetic Survey in August 1998..
 LW3707
 LW3707.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3707
 LW3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3707
 LW3707.The geoid height was determined by GEOID03.
 LW3707
 LW3707;                    North         East     Units Scale Factor Converg.
 LW3707;SPC CT       -   258,937.697   372,849.862   MT  0.99999310   +0 32 34.2
 LW3707;SPC CT       -   849,531.43  1,223,258.26   sFT  0.99999310   +0 32 34.2
 LW3707;SPC RI       -    78,540.973    64,147.192   MT  1.00000956   -0 17 14.8
 LW3707;SPC RI       -   257,679.84    210,456.25   sFT  1.00000956   -0 17 14.8
 LW3707;UTM  19      - 4,630,582.196   256,424.940   MT  1.00033013   -1 57 15.8
 LW3707;UTM  18      - 4,630,980.833   754,989.265   MT  1.00040018   +2 02 45.8
 LW3707
 LW3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3707!SPC CT       -   0.99998308  x   0.99999310  =   0.99997618
 LW3707!SPC RI       -   0.99998308  x   1.00000956  =   0.99999264
 LW3707!UTM  19      -   0.99998308  x   1.00033013  =   1.00031321
 LW3707!UTM  18      -   0.99998308  x   1.00040018  =   1.00038325
 LW3707
 LW3707:                Primary Azimuth Mark                     Grid Az
 LW3707:SPC CT       -  GOODYEAR                                 033 35 23.6
 LW3707:SPC RI       -  GOODYEAR                                 034 25 12.6
 LW3707:UTM  19      -  GOODYEAR                                 036 05 13.6
 LW3707:UTM  18      -  GOODYEAR                                 032 05 12.0
 LW3707
 LW3707|---------------------------------------------------------------------|
 LW3707| PID    Reference Object                     Distance      Geod. Az  |
 LW3707|                                                           dddmmss.s |
 LW3707| LW1752 GOODYEAR                            APPROX. 4.8 KM 0340757.8 |
 LW3707| LW3699 DANIELSON WINCHESTER CORP TANK      APPROX. 5.0 KM 0514559.4 |
 LW3707| LW3696 DANIELSON WESTFIELD CONG CH         APPROX. 4.6 KM 0652408.0 |
 LW3707| LW3700 DANIELSON ARROW HART TANK           APPROX. 3.8 KM 0765920.2 |
 LW3707| CB7143 BORMON RM 1                          25.382 METERS 19118     |
 LW3707| LW3715 BROOKLYN SO BELL TEL MAST           APPROX. 4.1 KM 2341638.8 |
 LW3707| LW3716 BROOKLYN STATE POLICE MAST          APPROX. 4.8 KM 3075356.2 |
 LW3707| CB7144 BORMON RM 2                          24.319 METERS 33908     |
 LW3707|---------------------------------------------------------------------|
 LW3707
 LW3707                          SUPERSEDED SURVEY CONTROL
 LW3707
 LW3707  NAD 83(1996)-  41 47 22.94486(N)    071 55 52.76851(W) AD(       ) 1
 LW3707  NAD 83(1992)-  41 47 22.94462(N)    071 55 52.76822(W) AD(       ) 1
 LW3707  NAD 83(1992)-  41 47 22.94469(N)    071 55 52.76867(W) AD(       ) 1
 LW3707  NAD 83(1986)-  41 47 22.94521(N)    071 55 52.76821(W) AD(       ) 1
 LW3707  NAD 27      -  41 47 22.59084(N)    071 55 54.50473(W) AD(       ) 1
 LW3707  NGVD 29 (07/19/86)  138.0    (m)          453.     (f) VERT ANG       
 LW3707
 LW3707.Superseded values are not recommended for survey control.
 LW3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3707.See file dsdata.txt to determine how the superseded data were derived.
 LW3707
 LW3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5642530582(NAD 83)
 LW3707_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3707+STABILITY: SURFACE MOTION
 LW3707
 LW3707  HISTORY     - Date     Condition        Report By
 LW3707  HISTORY     - 1974     MONUMENTED       NGS
 LW3707
 LW3707                          STATION DESCRIPTION
 LW3707
 LW3707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3707'THE STATION IS ABOUT 3 MILES NORTH-NORTHWEST OF WAUREGAN, 2-1/2
 LW3707'MILES SOUTHWEST OF DANIELSON, 1 MILE EAST OF BROOKLYN, 3/4
 LW3707'MILE SOUTH OF U.S. HIGHWAY 6 AND PRINCE HILL ROAD AND ON PROPERTY
 LW3707'OWNED BY MR. FRANK KAZILIUNAS, BROOKLYN, CONNECTICUT.  PHONE
 LW3707'NUMBER 774-4224.
 LW3707'
 LW3707'TO REACH THE STATION FROM A TRAFFIC CIRCLE WHICH IS ABOUT 0.1
 LW3707'MILE SOUTH OF THE POST OFFICE IN DANIELSON, GO SOUTHERLY ON
 LW3707'U.S. HIGHWAY 6 FOR 2.1 MILES TO THE JUNCTION OF PRINCE HILL
 LW3707'ROAD.  TURN LEFT AND GO SOUTHWESTERLY ON PRINCE HILL ROAD FOR
 LW3707'0.35 MILE TO WHERE PRINCE HILL ROAD TURNS SHARP RIGHT.  CONTINUE
 LW3707'STRAIGHT AHEAD ON GORMAN ROAD FOR 0.2 MILE TO A DIM TRACK ROAD
 LW3707'ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE TRACK ROAD FOR
 LW3707'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LW3707'
 LW3707'THE STATION MARKS ARE STANDARD DISKS STAMPED BORMON 1974.  THE
 LW3707'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 LW3707'ABOUT 1-INCH ABOVE THE GROUND SURFACE AND THE UNDERGROUND MARK
 LW3707'IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 LW3707'THE GROUND SURFACE.  THEY ARE 111 FEET NORTHWEST OF THE CORNER
 LW3707'OF A ROCK FENCE, 78 FEET NORTHEAST OF AN 18-INCH OAK TREE,
 LW3707'27 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD, 20.5 FEET
 LW3707'SOUTH OF A 14-INCH PINE TREE AND 5.5 FEET NORTHEAST OF A METAL
 LW3707'WITNESS POST.
 LW3707'
 LW3707'REFERENCE MARK 1, STAMPED BORMON NO 1 1974, IS A STANDARD DISK SET
 LW3707'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 29
 LW3707'FEET WEST OF WHERE THE TRACK ROAD CROSSES THE ROCK FENCE, 28 FEET
 LW3707'NORTHWEST OF THE ROCK FENCE CORNER, 14 FEET SOUTHWEST OF THE
 LW3707'CENTER OF THE TRACK ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS
 LW3707'POST.
 LW3707'
 LW3707'REFERENCE MARK 2, STAMPED BORMON NO 2 1974, IS A STANDARD DISK
 LW3707'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LW3707'IS 185 FEET NORTHWEST OF THE ROCK FENCE CORNER, 80 FEET EAST
 LW3707'OF THE 14-INCH PINE TREE, 78 FEET SOUTHWEST OF THE CENTER OF
 LW3707'THE TRACK ROAD AND 75 FEET NORTH OF THE 18-INCH OAK TREE.
 LW3707'
 LW3707'TREES AND BRUSH WERE TOO THICK TO SET A DISTANT REFERENCE MARK
 LW3707'3 THAT WOULD SEE THE STATION.
 LW3707'
 LW3707'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7286 ***********************************************************************
 LX7286  DESIGNATION -  BORS
 LX7286  PID         -  LX7286
 LX7286  STATE/COUNTY-  CT/HARTFORD
 LX7286  USGS QUAD   -  NEW HARTFORD (1984)
 LX7286
 LX7286                         *CURRENT SURVEY CONTROL
 LX7286  ___________________________________________________________________
 LX7286* NAD 83(1996)-  41 55 57.35917(N)    072 53 16.29576(W)     ADJUSTED  
 LX7286* NAVD 88     -       351.6    (meters)    1154.     (feet)  VERTCON   
 LX7286  ___________________________________________________________________
 LX7286  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LX7286  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 LX7286
 LX7286  HORZ ORDER  -  FIRST
 LX7286
 LX7286.The horizontal coordinates were established by classical geodetic methods
 LX7286.and adjusted by the National Geodetic Survey in August 1998..
 LX7286
 LX7286.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7286
 LX7286.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7286
 LX7286.The geoid height was determined by GEOID03.
 LX7286
 LX7286;                    North         East     Units Scale Factor Converg.
 LX7286;SPC CT       -   274,495.632   293,366.685   MT  1.00000734   -0 05 29.1
 LX7286;SPC CT       -   900,574.42    962,487.20   sFT  1.00000734   -0 05 29.1
 LX7286;SPC MA M     -   854,519.576    84,901.394   MT  0.99997544   -0 55 56.2
 LX7286;SPC MA M     - 2,803,536.31    278,547.32   sFT  0.99997544   -0 55 56.2
 LX7286;UTM  18      - 4,644,450.301   675,111.197   MT  0.99997733   +1 24 42.5
 LX7286
 LX7286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7286!SPC CT       -   0.99994937  x   1.00000734  =   0.99995671
 LX7286!SPC MA M     -   0.99994937  x   0.99997544  =   0.99992481
 LX7286!UTM  18      -   0.99994937  x   0.99997733  =   0.99992670
 LX7286
 LX7286|---------------------------------------------------------------------|
 LX7286| PID    Reference Object                     Distance      Geod. Az  |
 LX7286|                                                           dddmmss.s |
 LX7286| CZ7086 BORS RM 1                            23.036 METERS 06505     |
 LX7286| CZ7087 BORS RM 2                            22.640 METERS 16333     |
 LX7286| LX7287 BORS RM 3                           101.886 METERS 21255     |
 LX7286| LX7288 BORS TP                              91.435 METERS 22019     |
 LX7286| LX7293 PINE MTN                            APPROX. 5.4 KM 3221459.0 |
 LX7286|---------------------------------------------------------------------|
 LX7286
 LX7286                          SUPERSEDED SURVEY CONTROL
 LX7286
 LX7286  NAD 83(1996)-  41 55 57.35910(N)    072 53 16.29574(W) AD(       ) 1
 LX7286  NAD 83(1992)-  41 55 57.35985(N)    072 53 16.29627(W) AD(       ) 1
 LX7286  NAD 83(1992)-  41 55 57.36017(N)    072 53 16.29695(W) AD(       ) 1
 LX7286  NAD 83(1986)-  41 55 57.36044(N)    072 53 16.29755(W) AD(       ) 1
 LX7286  NAD 27      -  41 55 57.01572(N)    072 53 17.93087(W) AD(       ) 1
 LX7286  NGVD 29 (07/19/86)  351.8    (m)         1154.     (f) VERT ANG       
 LX7286
 LX7286.Superseded values are not recommended for survey control.
 LX7286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7286.See file dsdata.txt to determine how the superseded data were derived.
 LX7286
 LX7286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7511144450(NAD 83)
 LX7286_MARKER: DS = TRIANGULATION STATION DISK
 LX7286_SETTING: 66 = SET IN ROCK OUTCROP
 LX7286_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7286+STABILITY: POSITION/ELEVATION WELL
 LX7286
 LX7286  HISTORY     - Date     Condition        Report By
 LX7286  HISTORY     - 1980     MONUMENTED       NGS
 LX7286
 LX7286                          STATION DESCRIPTION
 LX7286
 LX7286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7286'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST-SOUTHWEST OF
 LX7286'GRANBY, 6 KM (3-3/4 MI) EAST-NORTHEAST OF THE SOUTH END OF
 LX7286'BARKHAMSTED RESERVOIR, 5.5 KM (3-1/2 MI) SOUTHWEST OF THE
 LX7286'JUNCTION OF STATE HIGHWAYS 20 AND 219, 1.2 KM (3/4 MI) EAST
 LX7286'OF THE LITCHFIELD COUNTY LINE AND IN A PASTURE OPENING WHICH
 LX7286'IS SURROUNDED BY TREES.
 LX7286'OWNERSHIP--MR RICHARD BORS, 142 CASE STREET, NORTH
 LX7286'CANTON, CT 06059, PHONE 203-693-4200.
 LX7286'
 LX7286'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 LX7286'219 ABOUT 5.5 KM (3-1/2 MI) WEST OF GRANBY, GO SOUTHWEST ON STATE
 LX7286'HIGHWAY 219 FOR 2.9 KM (1.8 MI) TO A PAVED ROAD LEFT.  TURN LEFT
 LX7286'AND GO SOUTH UPHILL ON CASE STREET FOR 1.1 KM (0.7 MI) TO A PAVED
 LX7286'STREET ON LEFT JUST PAST A FRAME HOUSE ON RIGHT.  CONTINUE
 LX7286'SOUTHERLY FOR 1.4 KM (0.85 MI) TO A TRACK ROAD LEFT LEADING TO
 LX7286'A PASTURE.  TURN LEFT PASSING THROUGH A WIRE GATE AND GO
 LX7286'EASTERLY FOR 0.1 KM (0.05 MI) TO A SECOND WIRE GATE.  (PASS
 LX7286'TROUGH GATE, THENCE PACK RIGHT ALONG FENCE FOR ABOUT
 LX7286'100 METERS (300 FT) TO REFERENCE MARK 3.)  PASS
 LX7286'THROUGH AND CONTINUE EASTERLY FOR 0.1 KM (0.05 MI) TO HIGH
 LX7286'GROUND AND THE STATION ON LEFT.
 LX7286'
 LX7286'THE STATION IS A STANDARD NGS DISK
 LX7286'STAMPED---BORS 1980---,
 LX7286'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7286'17.5 METERS (57.4 FT) NORTHEAST FROM THE CENTER OF A TRACK ROAD
 LX7286'AND
 LX7286'12.9 METERS (42.3 FT) NORTHWEST FROM A 35 CM DIAMETER OAK TREE.
 LX7286'
 LX7286'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7286'STAMPED---BORS NO 1 1980---,
 LX7286'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7286'34.1 METERS (113.0 FT) EAST-NORTHEAST FROM THE CENTER OF A TRACK
 LX7286'ROAD AND
 LX7286'23.7 METERS (77.7 FT) NORTH-NORTHEAST FROM A 35 CM DIAMETER OAK
 LX7286'TREE.
 LX7286'MARK IS LEVEL WITH STATION.
 LX7286'
 LX7286'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7286'STAMPED---BORS NO 2 1980---,
 LX7286'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7286'13.4 METERS (44.0 FT) WEST-SOUTHWEST FROM A 35 CM DIAMETER OAK
 LX7286'TREE AND
 LX7286'IN THE CENTER OF THE TRACK ROAD.
 LX7286'MARK IS BELOW STATION 0.1 METERS.
 LX7286'
 LX7286'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7286'STAMPED---BORS NO 3 1980---,
 LX7286'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7286'7.6 METERS (24.9 FT) NORTH FROM A WOVEN WIRE FENCE.
 LX7286'MARK IS BELOW STATION 1.0 METERS.
 LX7286'
 LX7286'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 LX7286'
 LX7286'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7287 ***********************************************************************
 LX7287  DESIGNATION -  BORS RM 3
 LX7287  PID         -  LX7287
 LX7287  STATE/COUNTY-  CT/HARTFORD
 LX7287  USGS QUAD   -  NEW HARTFORD (1984)
 LX7287
 LX7287                         *CURRENT SURVEY CONTROL
 LX7287  ___________________________________________________________________
 LX7287* NAD 83(1996)-  41 55 54.58695(N)    072 53 18.69877(W)     ADJUSTED  
 LX7287* NAVD 88     -       344.7    (meters)    1131.     (feet)  VERTCON   
 LX7287  ___________________________________________________________________
 LX7287  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX7287  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 LX7287
 LX7287  HORZ ORDER  -  SECOND
 LX7287
 LX7287.The horizontal coordinates were established by classical geodetic methods
 LX7287.and adjusted by the National Geodetic Survey in August 1998..
 LX7287
 LX7287.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7287
 LX7287.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7287
 LX7287.The geoid height was determined by GEOID03.
 LX7287
 LX7287;                    North         East     Units Scale Factor Converg.
 LX7287;SPC CT       -   274,410.188   293,311.186   MT  1.00000725   -0 05 30.7
 LX7287;SPC CT       -   900,294.09    962,305.12   sFT  1.00000725   -0 05 30.7
 LX7287;SPC MA M     -   854,434.958    84,844.649   MT  0.99997550   -0 55 57.8
 LX7287;SPC MA M     - 2,803,258.69    278,361.15   sFT  0.99997550   -0 55 57.8
 LX7287;UTM  18      - 4,644,363.433   675,057.961   MT  0.99997710   +1 24 40.8
 LX7287
 LX7287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7287!SPC CT       -   0.99995045  x   1.00000725  =   0.99995770
 LX7287!SPC MA M     -   0.99995045  x   0.99997550  =   0.99992595
 LX7287!UTM  18      -   0.99995045  x   0.99997710  =   0.99992755
 LX7287
 LX7287                          SUPERSEDED SURVEY CONTROL
 LX7287
 LX7287  NAD 83(1996)-  41 55 54.58689(N)    072 53 18.69875(W) AD(       ) 2
 LX7287  NAD 83(1992)-  41 55 54.58763(N)    072 53 18.69928(W) AD(       ) 2
 LX7287  NAD 83(1992)-  41 55 54.58796(N)    072 53 18.69997(W) AD(       ) 2
 LX7287  NAD 83(1986)-  41 55 54.58822(N)    072 53 18.70056(W) AD(       ) 2
 LX7287  NAD 27      -  41 55 54.24344(N)    072 53 20.33373(W) AD(       ) 2
 LX7287  NGVD 29 (07/19/86)  344.9    (m)         1132.     (f) VERT ANG       
 LX7287
 LX7287.Superseded values are not recommended for survey control.
 LX7287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7287.See file dsdata.txt to determine how the superseded data were derived.
 LX7287
 LX7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7505844363(NAD 83)
 LX7287_MARKER: DR = REFERENCE MARK DISK
 LX7287_SETTING: 66 = SET IN ROCK OUTCROP
 LX7287_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7287+STABILITY: POSITION/ELEVATION WELL
 LX7287
 LX7287  HISTORY     - Date     Condition        Report By
 LX7287  HISTORY     - 1980     MONUMENTED       NGS
 LX7287
 LX7287                          STATION DESCRIPTION
 LX7287
 LX7287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7287'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST-SOUTHWEST OF GRANBY,
 LX7287'6 KM (3-3/4 MI) EAST-NORTHEAST OF THE SOUTH END OF BARKHAMSTED
 LX7287'RESERVOIR, 5.5 KM (3-1/2 MI) SOUTHWEST OF THE JUNCTION OF STATE
 LX7287'HIGHWAYS 20 AND 219, 1.2 KM (3/4 MI) EAST OF THE LITCHFIELD
 LX7287'COUNTY LINE, AND IN THE EDGE OF A PASTURE.
 LX7287'OWNERSHIP--MR RICHARD BORS, 142 CASE STREET, NORTH CANTON,
 LX7287'CT 06059, PHONE 203-693-4200.
 LX7287'
 LX7287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 LX7287'219 ABOUT 5.5 KM (3-1/2 MI) WEST OF GRANBY, GO SOUTHWEST ON
 LX7287'HIGHWAY 219 FOR 2.9 KM (1.8 MI) TO A PAVED ROAD LEFT.
 LX7287'TURN LEFT AND GO SOUTH UPHILL ON CASE STREET FOR 1.1 KM (0.7 MI)
 LX7287'TO A PAVED STREET ON THE LEFT JUST PAST A FRAME HOUSE ON THE
 LX7287'RIGHT.  CONTINUE SOUTHERLY FOR 1.4 KM (0.85 MI) TO A TRACK ROAD
 LX7287'LEFT LEADING TO A PASTURE.  TURN LEFT PASSING THROUGH A WIRE GATE
 LX7287'AND GO EASTERLY FOR 0.1 KM (0.05 MI) TO A SECOND WIRE GATE.  PASS
 LX7287'THROUGH GATE, THENCE PACK RIGHT ALONG FENCE FOR ABOUT 100 METERS
 LX7287'(300 FT) TO THE STATION.
 LX7287'
 LX7287'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7287'STAMPED---BORS NO 3 1980---,
 LX7287'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7287'7.6 METERS (24.9 FT) NORTH FROM A WOVEN WIRE FENCE.
 LX7287'
 LX7287'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7287'
 LX7287'DESCRIBED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3754 ***********************************************************************
 LW3754  DESIGNATION -  BOSS
 LW3754  PID         -  LW3754
 LW3754  STATE/COUNTY-  CT/WINDHAM
 LW3754  USGS QUAD   -  PUTNAM (1970)
 LW3754
 LW3754                         *CURRENT SURVEY CONTROL
 LW3754  ___________________________________________________________________
 LW3754* NAD 83(1996)-  41 53 24.01531(N)    071 59 06.90194(W)     ADJUSTED  
 LW3754* NAVD 88     -       224.8    (meters)     738.     (feet)  VERTCON   
 LW3754  ___________________________________________________________________
 LW3754  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LW3754  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW3754
 LW3754  HORZ ORDER  -  FIRST
 LW3754
 LW3754.The horizontal coordinates were established by classical geodetic methods
 LW3754.and adjusted by the National Geodetic Survey in August 1998..
 LW3754
 LW3754.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3754
 LW3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3754
 LW3754.The geoid height was determined by GEOID03.
 LW3754
 LW3754;                    North         East     Units Scale Factor Converg.
 LW3754;SPC CT       -   270,036.191   368,269.011   MT  1.00000245   +0 30 25.5
 LW3754;SPC CT       -   885,943.74  1,208,229.25   sFT  1.00000245   +0 30 25.5
 LW3754;UTM  19      - 4,641,873.782   252,331.004   MT  1.00035487   -1 59 39.4
 LW3754;UTM  18      - 4,641,959.431   750,116.598   MT  1.00036987   +2 00 50.4
 LW3754
 LW3754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3754!SPC CT       -   0.99996938  x   1.00000245  =   0.99997183
 LW3754!UTM  19      -   0.99996938  x   1.00035487  =   1.00032424
 LW3754!UTM  18      -   0.99996938  x   1.00036987  =   1.00033924
 LW3754
 LW3754:                Primary Azimuth Mark                     Grid Az
 LW3754:SPC CT       -  BOSS AZ MK 2                             061 56 04.7
 LW3754:UTM  19      -  BOSS AZ MK 2                             064 26 09.6
 LW3754:UTM  18      -  BOSS AZ MK 2                             060 25 39.8
 LW3754
 LW3754|---------------------------------------------------------------------|
 LW3754| PID    Reference Object                     Distance      Geod. Az  |
 LW3754|                                                           dddmmss.s |
 LW3754| LW3752 BOSS AZ MK 2                        APPROX. 1.3 KM 0622630.2 |
 LW3754| LW3751 BOSS AZ MK                          APPROX. 1.3 KM 0632228.6 |
 LW3754| CB7145 BOSS RM 1                            24.113 METERS 07102     |
 LW3754| LW3748 POMFRET SCH CUPOLA                  APPROX. 1.9 KM 1065518.6 |
 LW3754| CB7146 BOSS RM 2                            19.379 METERS 28238     |
 LW3754|---------------------------------------------------------------------|
 LW3754
 LW3754                          SUPERSEDED SURVEY CONTROL
 LW3754
 LW3754  NAD 83(1996)-  41 53 24.01499(N)    071 59 06.90177(W) AD(       ) 1
 LW3754  NAD 83(1992)-  41 53 24.01482(N)    071 59 06.90138(W) AD(       ) 1
 LW3754  NAD 83(1992)-  41 53 24.01493(N)    071 59 06.90169(W) AD(       ) 1
 LW3754  NAD 83(1986)-  41 53 24.01579(N)    071 59 06.90111(W) AD(       ) 1
 LW3754  NAD 27      -  41 53 23.66202(N)    071 59 08.63588(W) AD(       ) 1
 LW3754  NGVD 29 (07/19/86)  225.0    (m)          738.     (f) VERT ANG       
 LW3754
 LW3754.Superseded values are not recommended for survey control.
 LW3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3754.See file dsdata.txt to determine how the superseded data were derived.
 LW3754
 LW3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5233141874(NAD 83)
 LW3754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3754+STABILITY: SURFACE MOTION
 LW3754
 LW3754  HISTORY     - Date     Condition        Report By
 LW3754  HISTORY     - 1977     MONUMENTED       NGS
 LW3754
 LW3754                          STATION DESCRIPTION
 LW3754
 LW3754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3754'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF ABINGTON, 1-1/2
 LW3754'MILES NORTHWEST OF POMFRET CENTER, 1-1/4 MILES WEST-SOUTHWEST
 LW3754'OF POMFRET, ON HAMLET HILL AND ON PROPERTY OWNED BY MR.
 LW3754'GEORGE E. BOSS, HAMLET HILL FARM, POMFRET CENTER, CONNECTICUT
 LW3754'06259, PHONE NUMBER 974-0237.
 LW3754'
 LW3754'TO REACH THE STATION FROM THE POST OFFICE IN POMFRET CENTER,
 LW3754'GO NORTH ON U.S. HIGHWAY 44 AND STATE HIGHWAY 169 FOR 1.8
 LW3754'MILES TO THE JUNCTION OF STATE HIGHWAY 97.  TURN LEFT AND GO
 LW3754'WEST ON STATE HIGHWAY 97 FOR 0.5 MILE TO THE AZIMUTH MARK
 LW3754'ON THE LEFT AND AZIMUTH MARK NO 2 ON THE RIGHT.  CONTINUE
 LW3754'WEST ON HIGHWAY 97 FOR 0.25 MILE TO WHERE SECONDARY ROAD
 LW3754'622 GOES STRAIGHT AHEAD AND HIGHWAY 97 TURNS LEFT.  TURN LEFT
 LW3754'AND GO SOUTH ON HIGHWAY 97 FOR 0.8 MILE TO A SIDE ROAD RIGHT.
 LW3754'TURN RIGHT AND GO WEST ON CASSIDY ROAD FOR 0.35 MILE TO A
 LW3754'SIDE ROAD RIGHT AND A SIGN (HAMLET HILL FARM, GEORGE E.
 LW3754'ROSS, ROBERT L. MCDONELL, PAUL Y. WONG).  TURN RIGHT AND GO
 LW3754'NORTH ON A GRAVEL ROAD FOR 0.4 MILE TO THE GEORGE E. BOSS
 LW3754'RESIDENCE ON THE RIGHT, AT THE END OF THE GRAVEL ROAD.
 LW3754'CONTINUE NORTH ON A FIELD ROAD FOR 0.1 MILE TO THE STATION ON
 LW3754'THE RIGHT.
 LW3754'
 LW3754'STATION MARKS, STAMPED---BOSS 1977---, ARE STANDARD DISKS.
 LW3754'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LW3754'THAT IS 12 INCHES IN DIAMETER AND IS ABOUT 6 INCHES BELOW THE
 LW3754'GORUND SURFACE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 LW3754'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LW3754'THEY ARE 93 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 22
 LW3754'FEET SOUTH OF THE EDGE OF THE WOODS AND 77 FEET SOUTHEAST OF A
 LW3754'LARGE TWIN TRUNKED OAK TREE.  THERE IS A 30-INCH STEEL ROD
 LW3754'EMBEDDED IN THE STATION MARK.
 LW3754'
 LW3754'REFERENCE MARK 1, STAMPED---BOSS NO 1 1977---, IS A STANDARD
 LW3754'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES
 LW3754'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 129
 LW3754'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BARN, 10 FEET
 LW3754'SOUTHEAST OF A SMALL TWIN TRUNKED TREE AND IN THE SOUTHEAST
 LW3754'EDGE OF THE WOODS.
 LW3754'
 LW3754'REFERENCE MARK 2, STAMPED---BOSS NO 2 1977---, IS A STANDARD
 LW3754'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES
 LW3754'IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS 130 FEET
 LW3754'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE BARN, 35 FEET
 LW3754'SOUTH-SOUTHWEST OF THE LARGE TWIN TRUNKED TREE AND IN THE
 LW3754'SOUTHWEST EDGE OF THE WOODS.
 LW3754'
 LW3754'AZIMUTH MARK, STAMPED---BOSS 1977---, IS A STANDARD DISK
 LW3754'CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND
 LW3754'SURFACE AND ABOUT 2 FEET BELOW LEVEL OF THE HIGHWAY.  IT IS
 LW3754'24 FEET SOUTH OF THE CENTER OF HIGHWAY 97, 16 FEET
 LW3754'EAST-SOUTHEAST OF GUY POLE NUMBER 729, 8 FEET NORTH-NORTHWEST
 LW3754'OF A 24-INCH HICKORY TREE WITH A WITNESS SIGN ATTACHED AND 6.5
 LW3754'FEET NORTH OF A WIRE FENCE.
 LW3754'
 LW3754'AZIMUTH MARK NO 2, STAMPED---BOSS NO 2 1977---, IS A STANDARD
 LW3754'AZIMUTH MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LW3754'THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND
 LW3754'SURFACE.  IT IS 42.5 FEET NORTHWEST OF POWER LINE POLE NUMBER
 LW3754'2524, 29 FEET NORTH OF THE CENTER OF HIGHWAY 97 AND 9 FEET
 LW3754'SOUTH-SOUTHEAST OF A 16-INCH MAPLE TREE WITH A WITNESS SIGN
 LW3754'ATTACHED.
 LW3754'
 LW3754'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS BECAUSE
 LW3754'OF SMALL TREES ON LINE THAT COULD NOT BE CUT.
 LW3754'
 LW3754'HEIGHT OF LIGHT ABOVE STATION MARK WAS 26.4 METERS.
 LW3754'
 LW3754'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3751 ***********************************************************************
 LW3751  DESIGNATION -  BOSS AZ MK
 LW3751  PID         -  LW3751
 LW3751  STATE/COUNTY-  CT/WINDHAM
 LW3751  USGS QUAD   -  PUTNAM (1970)
 LW3751
 LW3751                         *CURRENT SURVEY CONTROL
 LW3751  ___________________________________________________________________
 LW3751* NAD 83(1996)-  41 53 43.02329(N)    071 58 16.14577(W)     ADJUSTED  
 LW3751* NAVD 88     -       167.0    (meters)     548.     (feet)  VERTCON   
 LW3751  ___________________________________________________________________
 LW3751  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LW3751  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW3751
 LW3751  HORZ ORDER  -  SECOND
 LW3751
 LW3751.The horizontal coordinates were established by classical geodetic methods
 LW3751.and adjusted by the National Geodetic Survey in August 1998..
 LW3751
 LW3751.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3751
 LW3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3751
 LW3751.The geoid height was determined by GEOID03.
 LW3751
 LW3751;                    North         East     Units Scale Factor Converg.
 LW3751;SPC CT       -   270,633.075   369,433.799   MT  1.00000302   +0 30 59.1
 LW3751;SPC CT       -   887,902.01  1,212,050.72   sFT  1.00000302   +0 30 59.1
 LW3751;UTM  19      - 4,642,419.452   253,521.146   MT  1.00034763   -1 59 06.2
 LW3751;UTM  18      - 4,642,586.975   751,265.710   MT  1.00037696   +2 01 25.1
 LW3751
 LW3751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3751!SPC CT       -   0.99997845  x   1.00000302  =   0.99998147
 LW3751!UTM  19      -   0.99997845  x   1.00034763  =   1.00032607
 LW3751!UTM  18      -   0.99997845  x   1.00037696  =   1.00035540
 LW3751
 LW3751                          SUPERSEDED SURVEY CONTROL
 LW3751
 LW3751  NAD 83(1996)-  41 53 43.02297(N)    071 58 16.14560(W) AD(       ) 2
 LW3751  NAD 83(1992)-  41 53 43.02278(N)    071 58 16.14520(W) AD(       ) 2
 LW3751  NAD 83(1992)-  41 53 43.02288(N)    071 58 16.14550(W) AD(       ) 2
 LW3751  NAD 83(1986)-  41 53 43.02374(N)    071 58 16.14490(W) AD(       ) 2
 LW3751  NAD 27      -  41 53 42.67002(N)    071 58 17.88119(W) AD(       ) 2
 LW3751  NGVD 29 (07/19/86)  167.2    (m)          549.     (f) VERT ANG       
 LW3751
 LW3751.Superseded values are not recommended for survey control.
 LW3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3751.See file dsdata.txt to determine how the superseded data were derived.
 LW3751
 LW3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5352142419(NAD 83)
 LW3751_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3751_SETTING: 80 = SET IN A BOULDER
 LW3751_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3751+STABILITY: SURFACE MOTION
 LW3751
 LW3751  HISTORY     - Date     Condition        Report By
 LW3751  HISTORY     - 1977     MONUMENTED       NGS
 LW3751
 LW3751                          STATION DESCRIPTION
 LW3751
 LW3751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3751'THE STATION IS ABOUT 3-1/4 MILES NORTHEAST OF ABINGTON, 3/4
 LW3751'MILE NORTHWEST OF POMFRET CENTER, 1/2 MILE WEST OF POMFRET
 LW3751'AND ON ROAD RIGHT-OF-WAY OF STATE HIGHWAY 97.
 LW3751'
 LW3751'TO REACH THE STATION FROM THE POST OFFICE IN POMFRET CENTER,
 LW3751'GO NORTH ON U.S. HIGHWAY 44 AND STATE HIGHWAY 169 FOR 1.8
 LW3751'MILES TO THE JUNCTION OF STATE HIGHWAY 97.  TURN LEFT AND GO
 LW3751'WEST ON STATE HIGHWAY 97 FOR 0.5 MILE TO THE STATION ON THE
 LW3751'LEFT.
 LW3751'
 LW3751'STATION MARK, STAMPED---BOSS 1977---, IS A STANDARD AZIMUTH
 LW3751'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH
 LW3751'THE GROUND SURFACE AND ABOUT 2 FEET BELOW LEVEL OF THE
 LW3751'HIGHWAY.  IT IS 24 FEET SOUTH OF THE CENTER OF HIGHWAY 97, 16
 LW3751'FEET EAST-SOUTHEAST OF GUY POLE NUMBER 729, 8 FEET
 LW3751'NORTH-NORTHWEST OF A 24-INCH HICKORY TREE WITH A WITNESS SIGN
 LW3751'ATTACHED AND 6.5 FEET NORTH OF A WIRE FENCE.
 LW3751'
 LW3751'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.1 METERS.
 LW3751'
 LW3751'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3752 ***********************************************************************
 LW3752  DESIGNATION -  BOSS AZ MK 2
 LW3752  PID         -  LW3752
 LW3752  STATE/COUNTY-  CT/WINDHAM
 LW3752  USGS QUAD   -  PUTNAM (1970)
 LW3752
 LW3752                         *CURRENT SURVEY CONTROL
 LW3752  ___________________________________________________________________
 LW3752* NAD 83(1996)-  41 53 43.52582(N)    071 58 16.85510(W)     ADJUSTED  
 LW3752* NAVD 88     -       166.7    (meters)     547.     (feet)  VERTCON   
 LW3752  ___________________________________________________________________
 LW3752  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LW3752  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW3752
 LW3752  HORZ ORDER  -  SECOND
 LW3752
 LW3752.The horizontal coordinates were established by classical geodetic methods
 LW3752.and adjusted by the National Geodetic Survey in August 1998..
 LW3752
 LW3752.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3752
 LW3752.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3752
 LW3752.The geoid height was determined by GEOID03.
 LW3752
 LW3752;                    North         East     Units Scale Factor Converg.
 LW3752;SPC CT       -   270,648.432   369,417.308   MT  1.00000304   +0 30 58.7
 LW3752;SPC CT       -   887,952.40  1,211,996.62   sFT  1.00000304   +0 30 58.7
 LW3752;UTM  19      - 4,642,435.519   253,505.336   MT  1.00034773   -1 59 06.7
 LW3752;UTM  18      - 4,642,601.899   751,248.815   MT  1.00037685   +2 01 24.6
 LW3752
 LW3752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3752!SPC CT       -   0.99997849  x   1.00000304  =   0.99998153
 LW3752!UTM  19      -   0.99997849  x   1.00034773  =   1.00032622
 LW3752!UTM  18      -   0.99997849  x   1.00037685  =   1.00035534
 LW3752
 LW3752|---------------------------------------------------------------------|
 LW3752| PID    Reference Object                     Distance      Geod. Az  |
 LW3752|                                                           dddmmss.s |
 LW3752| LW3751 BOSS AZ MK                           22.534 METERS 13329     |
 LW3752| LW3754 BOSS                                APPROX. 1.3 KM 2422703.6 |
 LW3752|---------------------------------------------------------------------|
 LW3752
 LW3752                          SUPERSEDED SURVEY CONTROL
 LW3752
 LW3752  NAD 83(1996)-  41 53 43.52550(N)    071 58 16.85494(W) AD(       ) 2
 LW3752  NAD 83(1992)-  41 53 43.52532(N)    071 58 16.85454(W) AD(       ) 2
 LW3752  NAD 83(1992)-  41 53 43.52541(N)    071 58 16.85483(W) AD(       ) 2
 LW3752  NAD 83(1986)-  41 53 43.52626(N)    071 58 16.85423(W) AD(       ) 2
 LW3752  NAD 27      -  41 53 43.17254(N)    071 58 18.59048(W) AD(       ) 2
 LW3752  NGVD 29 (07/19/86)  166.9    (m)          548.     (f) VERT ANG       
 LW3752
 LW3752.Superseded values are not recommended for survey control.
 LW3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3752.See file dsdata.txt to determine how the superseded data were derived.
 LW3752
 LW3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5350542436(NAD 83)
 LW3752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3752+STABILITY: SURFACE MOTION
 LW3752
 LW3752  HISTORY     - Date     Condition        Report By
 LW3752  HISTORY     - 1977     MONUMENTED       NGS
 LW3752
 LW3752                          STATION DESCRIPTION
 LW3752
 LW3752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3752'THE STATION IS ABOUT 3-1/4 MILES NORTHEAST OF ABINGTON, 3/4
 LW3752'MILE NORTHWEST OF POMFRET CENTER, 1/2 MILE WEST OF POMFRET,
 LW3752'ALONG THE NORTH SIDE OF STATE HIGHWAY 97 AND ON ROAD
 LW3752'RIGHT-OF-WAY.
 LW3752'
 LW3752'TO REACH THE STATION FROM THE POST OFFICE IN POMFRET CENTER,
 LW3752'GO NORTH ON U.S. HIGHWAY 44 AND STATE HIGHWAY 169 FOR 1.8
 LW3752'MILES TO THE JUNCTION OF STATE HIGHWAY 97.  TURN LEFT AND GO
 LW3752'WEST ON STATE HIGHWAY 97 FOR 0.5 MILE TO THE STATION ON THE
 LW3752'RIGHT.
 LW3752'
 LW3752'STATION MARK, STAMPED---BOSS NO 2 1977---, IS A STANDARD
 LW3752'AZIMUTH MARK
 LW3752'DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12
 LW3752'INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 LW3752'IT IS 42.5 FEET NORTHWEST OF POWER LINE POLE NUMBER 2524,
 LW3752'29 FEET NORTH OF THE CENTER OF HIGHWAY 97 AND 9 FEET
 LW3752'SOUTH-SOUTHEAST OF A 16-INCH MAPLE TREE WITH A WITNESS SIGN
 LW3752'ATTACHED.
 LW3752'
 LW3752'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 LW3752'
 LW3752'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6795 ***********************************************************************
 LX6795  DESIGNATION -  BOTTI
 LX6795  PID         -  LX6795
 LX6795  STATE/COUNTY-  CT/HARTFORD
 LX6795  USGS QUAD   -  GLASTONBURY (1992)
 LX6795
 LX6795                         *CURRENT SURVEY CONTROL
 LX6795  ___________________________________________________________________
 LX6795* NAD 83(1996)-  41 44 22.98899(N)    072 33 40.72357(W)     ADJUSTED  
 LX6795* NAVD 88     -        98.8    (meters)     324.     (feet)  VERTCON   
 LX6795  ___________________________________________________________________
 LX6795  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LX6795  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX6795
 LX6795  HORZ ORDER  -  FIRST
 LX6795
 LX6795.The horizontal coordinates were established by classical geodetic methods
 LX6795.and adjusted by the National Geodetic Survey in August 1998..
 LX6795
 LX6795.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6795
 LX6795.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6795
 LX6795.The geoid height was determined by GEOID03.
 LX6795
 LX6795;                    North         East     Units Scale Factor Converg.
 LX6795;SPC CT       -   253,080.433   320,496.914   MT  0.99998959   +0 07 30.4
 LX6795;SPC CT       -   830,314.72  1,051,496.96   sFT  0.99998959   +0 07 30.4
 LX6795;UTM  18      - 4,623,752.344   702,794.342   MT  1.00010610   +1 37 26.8
 LX6795
 LX6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6795!SPC CT       -   0.99998912  x   0.99998959  =   0.99997871
 LX6795!UTM  18      -   0.99998912  x   1.00010610  =   1.00009522
 LX6795
 LX6795|---------------------------------------------------------------------|
 LX6795| PID    Reference Object                     Distance      Geod. Az  |
 LX6795|                                                           dddmmss.s |
 LX6795| CZ7090 BOTTI RM 1                           17.959 METERS 01259     |
 LX6795| LX6597 MANCHESTER ST BRIDGET CH SPIRE      APPROX. 6.5 KM 0273919.9 |
 LX6795| LX5020 BIRCH                               APPROX. 6.5 KM 0743937.5 |
 LX6795| CZ7091 BOTTI RM 2                           20.006 METERS 16228     |
 LX6795| LX6811 GLASTONBURY CH OF CHRIST SPIRE      APPROX. 5.2 KM 2285117.1 |
 LX6795| LX6800 GLASTONBURY ST PAULS CATH CH        APPROX. 5.0 KM 2353439.7 |
 LX6795| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 8.1 KM 2483256.1 |
 LX6795| LX7075 EAST HARTFORD P AND W SW TK         APPROX. 6.4 KM 2695703.5 |
 LX6795| LX7050 HARTFORD PRATT WHITNEY TANK         APPROX. 6.4 KM 2793234.4 |
 LX6795| LX6679 EAST HARTFORD P AND W TK            APPROX. 6.2 KM 2831430.9 |
 LX6795| LX6660 TRAVELERS TOWER                     APPROX. 9.7 KM 2863309.4 |
 LX6795|---------------------------------------------------------------------|
 LX6795
 LX6795                          SUPERSEDED SURVEY CONTROL
 LX6795
 LX6795  NAD 83(1996)-  41 44 22.98850(N)    072 33 40.72362(W) AD(       ) 1
 LX6795  NAD 83(1992)-  41 44 22.98864(N)    072 33 40.72373(W) AD(       ) 1
 LX6795  NAD 83(1992)-  41 44 22.99002(N)    072 33 40.72508(W) AD(       ) 1
 LX6795  NAD 83(1986)-  41 44 22.99029(N)    072 33 40.72506(W) AD(       ) 1
 LX6795  NAD 27      -  41 44 22.63094(N)    072 33 42.40471(W) AD(       ) 1
 LX6795  NGVD 29 (07/19/86)   99.1    (m)          325.     (f) VERT ANG       
 LX6795
 LX6795.Superseded values are not recommended for survey control.
 LX6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6795.See file dsdata.txt to determine how the superseded data were derived.
 LX6795
 LX6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0279423752(NAD 83)
 LX6795_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6795+STABILITY: SURFACE MOTION
 LX6795
 LX6795  HISTORY     - Date     Condition        Report By
 LX6795  HISTORY     - 1978     MONUMENTED       NGS
 LX6795
 LX6795                          STATION DESCRIPTION
 LX6795
 LX6795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6795'THE STATION IS LOCATED ON A HILL LOCALLY KNOWN AS BUSH HILL,
 LX6795'ABOUT 3 MILES NORTHEAST OF GLASTONBURY, 3-1/4 MILES SOUTHEAST
 LX6795'OF MANCHESTER AND ON PROPERTY OWNED BY MR. LOUIS BOTTI OF
 LX6795'260 BUSH HILL ROAD, MANCHESTER, CONNECTICUT, (PHONE NUMBER
 LX6795'649-1001 OR 646-4810).
 LX6795'
 LX6795'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83
 LX6795'AND 94, ABOUT 4 MILES
 LX6795'EAST OF GLASTONBURY, GO WEST ON HIGHWAY 94 FOR
 LX6795'0.85 MILE TO A SIDE ROAD RIGHT (KEENEY STREET).  TURN RIGHT
 LX6795'GOING NORTH-NORTHWEST ON KEENEY STREET FOR 1.8 MILES TO A
 LX6795'SIDE ROAD LEFT (BUSH HILL ROAD).  TURN LEFT ON BUSH HILL ROAD
 LX6795'GOING WESTERLY FOR 1.1 MILES TO A GRAVEL ROAD LEFT.  TURN LEFT
 LX6795'ON GRAVEL ROAD AND GO SOUTHWESTERLY FOR 0.15 MILE TO A TRACK
 LX6795'ROAD RIGHT, THAT FOLLOWS ALONG THE NORTH SIDE OF A PEACH
 LX6795'ORCHARD.  TURN RIGHT GOING WESTERLY UPHILL FOR 0.5 MILE TO A
 LX6795'TRACK ROAD RIGHT (JUST BEFORE REACHING A GRAVEL PIT).  TURN
 LX6795'RIGHT ON TRACK ROAD GOING NORTH FOR 0.05 MILE TO END OF
 LX6795'TRACK ROAD AND THE STATION AS DESCRIBED.
 LX6795'
 LX6795'THE STATION MARKS, ARE STANDARD DISKS STAMPED---BOTTI 1978---.
 LX6795'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX6795'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND
 LX6795'SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT
 LX6795'IS 45.7 FEET NORTH OF A 12-INCH OAK TREE, 35 FEET SOUTH OF
 LX6795'A 20-INCH OAK TREE WITH A TRIANGULAR BLAZE AND 25 FEET
 LX6795'WEST-SOUTHWEST OF A 12-INCH OAK TREE.  THE UNDERGROUND DISK IS
 LX6795'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 LX6795'INCHES BELOW THE GROUND SURFACE.
 LX6795'
 LX6795'REFERENCE MARK 1,
 LX6795'A STANDARD DISK STAMPED---BOTTI NO 1 1978---,
 LX6795'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6795'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 29.5
 LX6795'FEET NORTHEAST OF THE 20-INCH OAK TREE WITH THE TRIANGULAR
 LX6795'BLAZE, 8 FEET WEST-NORTHWEST OF A 14-INCH HICHORY TREE AND 2.4
 LX6795'FEET SOUTH OF A METAL WITNESS POST.
 LX6795'
 LX6795'REFERENCE MARK 2,
 LX6795'A STANDARD DISK STAMPED---BOTTI NO 2 1978---,
 LX6795'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6795'WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 21.5
 LX6795'FEET SOUTH-SOUTHEAST OF THE 12-INCH OAK TREE, 5 FEET WEST OF
 LX6795'THE TRACK ROAD, 4.3 FEET EAST-SOUTHEAST OF A 10-INCH OAK TREE
 LX6795'AND 3.2 FEET EAST OF A METAL WITNESS POST.
 LX6795'
 LX6795'NO SUITABLE LOCATION WAS FOUND TO SET A LONG REFERENCE MARK OR
 LX6795'AN AZIMUTH MARK.
 LX6795'
 LX6795'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 25.1 METERS.
 LX6795'
 LX6795'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5912 ***********************************************************************
 LX5912  DESIGNATION -  BOULDER
 LX5912  PID         -  LX5912
 LX5912  STATE/COUNTY-  CT/MIDDLESEX
 LX5912  USGS QUAD   -  ESSEX (1977)
 LX5912
 LX5912                         *CURRENT SURVEY CONTROL
 LX5912  ___________________________________________________________________
 LX5912* NAD 83(1996)-  41 16 07.76464(N)    072 29 27.40525(W)     ADJUSTED  
 LX5912* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5912  ___________________________________________________________________
 LX5912  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX5912  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX5912
 LX5912  HORZ ORDER  -  THIRD
 LX5912
 LX5912.The horizontal coordinates were established by classical geodetic methods
 LX5912.and adjusted by the National Geodetic Survey in August 1998..
 LX5912
 LX5912.The orthometric height was scaled from a topographic map.
 LX5912
 LX5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5912
 LX5912.The geoid height was determined by GEOID03.
 LX5912
 LX5912;                    North         East     Units Scale Factor Converg.
 LX5912;SPC CT       -   200,797.163   326,507.211   MT  0.99999377   +0 10 18.4
 LX5912;SPC CT       -   658,782.03  1,071,215.74   sFT  0.99999377   +0 10 18.4
 LX5912;SPC NY L     -   123,483.561   426,443.762   MT  1.00002156   +0 59 13.4
 LX5912;SPC NY L     -   405,128.98  1,399,090.91   sFT  1.00002156   +0 59 13.4
 LX5912;UTM  18      - 4,571,635.998   710,164.462   MT  1.00014362   +1 39 20.0
 LX5912
 LX5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5912!SPC CT       -   1.00000466  x   0.99999377  =   0.99999843
 LX5912!SPC NY L     -   1.00000466  x   1.00002156  =   1.00002622
 LX5912!UTM  18      -   1.00000466  x   1.00014362  =   1.00014828
 LX5912
 LX5912                          SUPERSEDED SURVEY CONTROL
 LX5912
 LX5912  NAD 83(1992)-  41 16 07.76372(N)    072 29 27.40500(W) AD(       ) 3
 LX5912  NAD 83(1986)-  41 16 07.76579(N)    072 29 27.40838(W) AD(       ) 3
 LX5912  NAD 27      -  41 16 07.40000(N)    072 29 29.08000(W) AD(       ) 3
 LX5912
 LX5912.Superseded values are not recommended for survey control.
 LX5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5912.See file dsdata.txt to determine how the superseded data were derived.
 LX5912
 LX5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1016471636(NAD 83)
 LX5912_MARKER: Z = SEE DESCRIPTION
 LX5912_SETTING: 0 = UNSPECIFIED SETTING
 LX5912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5912
 LX5912  HISTORY     - Date     Condition        Report By
 LX5912  HISTORY     - 1934     MONUMENTED       CGS
 LX5912  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5912  HISTORY     - 1997     GOOD             USPSQD
 LX5912
 LX5912                          STATION DESCRIPTION
 LX5912
 LX5912'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5912'GROVE BEACH IS E OF KELSEY POINT CLINTON AND W OF MENUNKETESUCK
 LX5912'POINT AND IN THE TOWN OF CLINTON.  THE STATION IS IN THE CENTER
 LX5912'OF BOULDER WHICH IS THE LARGEST IN THE VICINITY ABOUT 8 FEET
 LX5912'HIGH AND 8 FEET ACROSS THE TOP.  IT IS SURROUNDED BY WATER AT
 LX5912'HIGH TIDE AND IS ABOUT 6 FEET ABOVE HIGH WATER.  FISHER BUELLS
 LX5912'PROPERTY LIES BACK OF THE BOULDER AND ON THE STREET KNOWN AS
 LX5912'GROVE WAY.  A GLASS SUN HOUSE OVER A GREEN BATHHOUSE IS 50 FEET
 LX5912'TO THE NW.  A RETAINING WALL AT THE FOOT OF A 15-FOOT
 LX5912'EMBANKMENT IS 40 FEET N OF THE STATION.
 LX5912'
 LX5912'STATION IS MARKED BY A STANDARD HYDROGRAPHIC DISK CEMENTED
 LX5912'IN A DRILL HOLE.
 LX5912'
 LX5912'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5912
 LX5912                          STATION RECOVERY (1960)
 LX5912
 LX5912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5912'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE ORIGINAL
 LX5912'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX5912
 LX5912                          STATION RECOVERY (1997)
 LX5912
 LX5912'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3726 ***********************************************************************
 LX3726  DESIGNATION -  BOULEVARD
 LX3726  PID         -  LX3726
 LX3726  STATE/COUNTY-  CT/FAIRFIELD
 LX3726  USGS QUAD   -  BRIDGEPORT (1984)
 LX3726
 LX3726                         *CURRENT SURVEY CONTROL
 LX3726  ___________________________________________________________________
 LX3726* NAD 83(1996)-  41 08 35.54123(N)    073 13 38.21449(W)     ADJUSTED  
 LX3726* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX3726  ___________________________________________________________________
 LX3726  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 LX3726  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX3726
 LX3726  HORZ ORDER  -  SECOND
 LX3726
 LX3726.The horizontal coordinates were established by classical geodetic methods
 LX3726.and adjusted by the National Geodetic Survey in August 1998..
 LX3726
 LX3726.The orthometric height was scaled from a topographic map.
 LX3726
 LX3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3726
 LX3726.The geoid height was determined by GEOID03.
 LX3726
 LX3726;                    North         East     Units Scale Factor Converg.
 LX3726;SPC CT       -   186,924.463   264,731.411   MT  1.00000622   -0 18 59.3
 LX3726;SPC CT       -   613,268.01    868,539.64   sFT  1.00000622   -0 18 59.3
 LX3726;UTM  18      - 4,556,168.943   648,768.394   MT  0.99987239   +1 09 59.6
 LX3726
 LX3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3726!SPC CT       -   1.00000381  x   1.00000622  =   1.00001003
 LX3726!UTM  18      -   1.00000381  x   0.99987239  =   0.99987620
 LX3726
 LX3726                          SUPERSEDED SURVEY CONTROL
 LX3726
 LX3726  NAD 83(1992)-  41 08 35.54055(N)    073 13 38.21371(W) AD(       ) 2
 LX3726  NAD 83(1986)-  41 08 35.54372(N)    073 13 38.21675(W) AD(       ) 2
 LX3726  NAD 27      -  41 08 35.20000(N)    073 13 39.81000(W) AD(       ) 2
 LX3726
 LX3726.Superseded values are not recommended for survey control.
 LX3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3726.See file dsdata.txt to determine how the superseded data were derived.
 LX3726
 LX3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4876856169(NAD 83)
 LX3726
 LX3726  HISTORY     - Date     Condition        Report By
 LX3726  HISTORY     - 1934     MONUMENTED       CGS
 LX3726  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3726
 LX3726                          STATION DESCRIPTION
 LX3726
 LX3726'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3726'STATION IS NEAR SOUTHERLY END OF POINT ON W SIDE OF ENTRANCE TO
 LX3726'BLACK ROCK HARBOR.  STATION IS MARKED BY A 3/4-INCH GALVANIZED
 LX3726'SPIKE DRIVEN IN WALK AT INTERSECTION OF SQUARES OF CONCRETE
 LX3726'FORMING TOP OF SEA WALL.  LOCATED BY ANGLE AND DISTANCE FROM ROCK.
 LX3726
 LX3726                          STATION RECOVERY (1959)
 LX3726
 LX3726'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3726'DID NOT FIND STATION BECAUSE ITS POSITION IS NOW COVERED BY ABOUT
 LX3726'1 INCH OF TAR-BLACK TOP.  ENTIRE WALK AND SEA WALL TOP IS NOW
 LX3726'COVERED BY THE BLACK TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2048 ***********************************************************************
 MZ2048  DESIGNATION -  BOUNDARY BOUND 198 B CT MA
 MZ2048  PID         -  MZ2048
 MZ2048  STATE/COUNTY-  CT/LITCHFIELD
 MZ2048  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2048
 MZ2048                         *CURRENT SURVEY CONTROL
 MZ2048  ___________________________________________________________________
 MZ2048* NAD 83(1996)-  42 02 58.64061(N)    073 28 57.91376(W)     ADJUSTED  
 MZ2048* NAVD 88     -       725.     (meters)    2379.     (feet)  SCALED    
 MZ2048  ___________________________________________________________________
 MZ2048  LAPLACE CORR-          11.36  (seconds)                    DEFLEC99
 MZ2048  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 MZ2048
 MZ2048  HORZ ORDER  -  THIRD
 MZ2048
 MZ2048.The horizontal coordinates were established by classical geodetic methods
 MZ2048.and adjusted by the National Geodetic Survey in August 1998..
 MZ2048
 MZ2048.The orthometric height was scaled from a topographic map.
 MZ2048
 MZ2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2048
 MZ2048.The geoid height was determined by GEOID03.
 MZ2048
 MZ2048;                    North         East     Units Scale Factor Converg.
 MZ2048;SPC CT       -   287,741.982   244,137.879   MT  1.00002365   -0 29 09.1
 MZ2048;SPC CT       -   944,033.49    800,975.69   sFT  1.00002365   -0 29 09.1
 MZ2048;SPC MA M     -   868,488.533    35,875.059   MT  0.99996801   -1 19 54.7
 MZ2048;SPC MA M     - 2,849,366.13    117,700.09   sFT  0.99996801   -1 19 54.7
 MZ2048;SPC NY E     -   357,611.932   234,206.152   MT  0.99998722   +0 40 52.9
 MZ2048;SPC NY E     - 1,173,265.15    768,391.35   sFT  0.99998722   +0 40 52.9
 MZ2048;UTM  18      - 4,656,399.373   625,558.585   MT  0.99979398   +1 00 58.8
 MZ2048
 MZ2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2048!SPC CT       -   0.99989110  x   1.00002365  =   0.99991475
 MZ2048!SPC MA M     -   0.99989110  x   0.99996801  =   0.99985911
 MZ2048!SPC NY E     -   0.99989110  x   0.99998722  =   0.99987832
 MZ2048!UTM  18      -   0.99989110  x   0.99979398  =   0.99968510
 MZ2048
 MZ2048:                Primary Azimuth Mark                     Grid Az
 MZ2048:SPC CT       -  RIGA                                     161 42 11.1
 MZ2048:SPC MA M     -  RIGA                                     162 32 56.7
 MZ2048:SPC NY E     -  RIGA                                     160 32 09.1
 MZ2048:UTM  18      -  RIGA                                     160 12 03.2
 MZ2048
 MZ2048|---------------------------------------------------------------------|
 MZ2048| PID    Reference Object                     Distance      Geod. Az  |
 MZ2048|                                                           dddmmss.s |
 MZ2048| MZ2050 RIGA                                APPROX. 4.4 KM 1611302.0 |
 MZ2048|---------------------------------------------------------------------|
 MZ2048
 MZ2048                          SUPERSEDED SURVEY CONTROL
 MZ2048
 MZ2048  NAD 83(1996)-  42 02 58.64068(N)    073 28 57.91380(W) AD(       ) 3
 MZ2048  NAD 83(1992)-  42 02 58.64157(N)    073 28 57.91476(W) AD(       ) 3
 MZ2048  NAD 83(1992)-  42 02 58.64225(N)    073 28 57.91477(W) AD(       ) 3
 MZ2048  NAD 83(1986)-  42 02 58.63867(N)    073 28 57.91207(W) AD(       ) 3
 MZ2048  NAD 27      -  42 02 58.30276(N)    073 28 59.47823(W) AD(       ) 3
 MZ2048
 MZ2048.Superseded values are not recommended for survey control.
 MZ2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2048.See file dsdata.txt to determine how the superseded data were derived.
 MZ2048
 MZ2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2555956399(NAD 83)
 MZ2048_MARKER: B = BOLT
 MZ2048_SETTING: 0 = UNSPECIFIED SETTING
 MZ2048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ2048+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 MZ2048
 MZ2048  HISTORY     - Date     Condition        Report By
 MZ2048  HISTORY     - 1973     MONUMENTED       NGS
 MZ2048  HISTORY     - 20040824 GOOD             GEOCAC
 MZ2048
 MZ2048                          STATION DESCRIPTION
 MZ2048
 MZ2048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 MZ2048'STATION MARK IS A STATE LINE REGULATION BRASS BOLT AND PLATE
 MZ2048'(4 IN PLATE WITH 1/2 IN BOLT PROJECTING UP ABOUT 4 IN) LEADED IN
 MZ2048'THE NORTH END OF A BARE OUTCROP OF LEDGE 18 FEET NORTH AND SOUTH
 MZ2048'AND 9 FEET WIDE ON THE SOUTHERLY SPUR OF MT FRISSEL ON THE
 MZ2048'CONNECTICUT - MASSACHUSETTS STATE LINE IN THE TOWN OF SALISBURY.
 MZ2048'IT IS 115 FEET WEST OF A STONE HEAP ON THE EASTERLY BROW OF THE
 MZ2048'MOUNTAIN AND 4 INCHES WEST OF THE WEST EDGE OF A STONE HEAP 4
 MZ2048'FEET NORTH AND SOUTH BY 3 FEET EAST AND WEST AND 3 FEET HIGH
 MZ2048'WITH THREE LONG ROCK SPLINTERS PROJECTING FROM THE TOP AND IS
 MZ2048'COVERED WITH SMALL STONES.  STATION IS ABOUT THE HIGHEST POINT
 MZ2048'IN CONNECTICUT AND IS 1247.38 FEET EAST OF TRI-STATE
 MZ2048'BOUND 199.
 MZ2048'
 MZ2048'TO REACH FROM THE INTERSECTION OF ROUTE 44 AND ROUTE 41
 MZ2048'WHICH IS IN THE CENTER OF SALISBURY, GO SOUTHWEST ON ROUTE 44
 MZ2048'ABOUT 800 FEET AND TURN RIGHT ON WASHINEE STREET.  PROCEED
 MZ2048'NORTHWESTERLY FOR 0.70 MILE AND BEAR LEFT ONTO MT RIGA
 MZ2048'ROAD.  CONTINUE NORTHWESTERLY FOR 2.90 MILES TO AN INTERSECTION
 MZ2048'NEAR THE SOUTHEAST END OF SOUTH POINT.  (THERE IS AN ABANDONED
 MZ2048'FORGE ABOUT 0.2 MILE SOUTHEAST OF THIS INTERSECTION).  TURN
 MZ2048'RIGHT AND FOLLOW MOUNT WASHINGTON ROAD NORTH FOR 2.05 MILES TO A
 MZ2048'DIM ROAD ON LEFT.  THERE IS A WOODEN GATE ACROSS ROAD.  (THE
 MZ2048'KEY MAY BE OBTAINED FROM THE FOREST RANGER LOCATED ON MT.
 MZ2048'RIGA ROAD ABOUT 1500 FEET NORTHWEST OF ITS INTERSECTION WITH
 MZ2048'WASHINEE STREET).  PROCEED NORTHWEST FOR 0.5 MILE TO A
 MZ2048'SMALL WATERCOURSE.  CONTINUE NORTHWEST FOR 0.7
 MZ2048'MILE TO A POINT ABOUT 100 FEET SHORT OF ANOTHER WATERCOURSE.
 MZ2048'
 MZ2048'AT THIS POINT TAKE TRAIL N 20 DEG W FOR ABOUT 200 FEET TO NEW YORK
 MZ2048'STATE LINE BOUND 2.  PROCEED NORTHERLY UP A STEEP BADLY-WASHED
 MZ2048'TRAIL N 22 DEG E, 1180 FEET, FOLLOWING THE NEW YORK LINE, TO
 MZ2048'TRI-STATE CORNER BOUND 199 AT THE SUMMIT OF THE STEEP
 MZ2048'ASCENT.  PROCEED EASTERLY ON TRAIL 500 FEET THROUGH ASCENDINE
 MZ2048'WOOD LAND TO THE FOOT OF A STEEP ASCENT TO THE EAST AND CONTINUE
 MZ2048'ON ADDITIONAL 800 FEET EASTERLY UP STEEP GRADE THROUGH SCRUB
 MZ2048'OAKS TO THE LINE SUMMIT ON THE SOUTHERLY SPUR OF MT FRISSEL AND
 MZ2048'MONUMENT.
 MZ2048'
 MZ2048'STATION IS ALSO STATE LINE BOUND 198-B
 MZ2048
 MZ2048                          STATION RECOVERY (2004)
 MZ2048
 MZ2048'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MZ2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1563 ***********************************************************************
 MZ1563  DESIGNATION -  BOUNDARY LINE BOUND 58 CT MA
 MZ1563  PID         -  MZ1563
 MZ1563  STATE/COUNTY-  CT/TOLLAND
 MZ1563  USGS QUAD   -  MONSON (1979)
 MZ1563
 MZ1563                         *CURRENT SURVEY CONTROL
 MZ1563  ___________________________________________________________________
 MZ1563* NAD 83(1996)-  42 01 53.41364(N)    072 15 21.27665(W)     ADJUSTED  
 MZ1563* NAVD 88     -       335.2    (meters)    1100.     (feet)  VERTCON   
 MZ1563  ___________________________________________________________________
 MZ1563  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 MZ1563  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 MZ1563
 MZ1563  HORZ ORDER  -  SECOND
 MZ1563
 MZ1563.The horizontal coordinates were established by classical geodetic methods
 MZ1563.and adjusted by the National Geodetic Survey in August 1998..
 MZ1563
 MZ1563.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1563
 MZ1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1563
 MZ1563.The geoid height was determined by GEOID03.
 MZ1563
 MZ1563;                    North         East     Units Scale Factor Converg.
 MZ1563;SPC CT       -   285,589.201   345,716.760   MT  1.00002085   +0 19 39.4
 MZ1563;SPC CT       -   936,970.57  1,134,239.07   sFT  1.00002085   +0 19 39.4
 MZ1563;UTM  18      - 4,656,917.589   727,155.995   MT  1.00023497   +1 50 17.0
 MZ1563
 MZ1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1563!SPC CT       -   0.99995193  x   1.00002085  =   0.99997278
 MZ1563!UTM  18      -   0.99995193  x   1.00023497  =   1.00018689
 MZ1563
 MZ1563                          SUPERSEDED SURVEY CONTROL
 MZ1563
 MZ1563  NAD 83(1996)-  42 01 53.41364(N)    072 15 21.27663(W) AD(       ) 2
 MZ1563  NAD 83(1992)-  42 01 53.41428(N)    072 15 21.27701(W) AD(       ) 2
 MZ1563  NAD 83(1992)-  42 01 53.41427(N)    072 15 21.27704(W) AD(       ) 2
 MZ1563  NAD 83(1986)-  42 01 53.41559(N)    072 15 21.27669(W) AD(       ) 2
 MZ1563  NAD 27      -  42 01 53.06853(N)    072 15 22.99601(W) AD(       ) 2
 MZ1563  NGVD 29 (07/19/86)  335.4    (m)         1100.     (f) VERT ANG       
 MZ1563
 MZ1563.Superseded values are not recommended for survey control.
 MZ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1563.See file dsdata.txt to determine how the superseded data were derived.
 MZ1563
 MZ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2715656918(NAD 83)
 MZ1563_MARKER: H = DRILL HOLE
 MZ1563_SETTING: 0 = UNSPECIFIED SETTING
 MZ1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1563+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 MZ1563
 MZ1563  HISTORY     - Date     Condition        Report By
 MZ1563  HISTORY     - 1979     MONUMENTED       CTGS
 MZ1563  HISTORY     - 20030610 GOOD             INDIV
 MZ1563  HISTORY     - 20060904 GOOD             GEOCAC
 MZ1563
 MZ1563                          STATION DESCRIPTION
 MZ1563
 MZ1563'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1979 (GEL)
 MZ1563'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF
 MZ1563'MONSON, MASSACHUSETTS, 3 MILES SOUTHWEST OF WALES, MASSACHUSETTS,
 MZ1563'3-1/2 MILES NORTH-NORTHEAST OF STAFFORD, CONNECTICUT, 2-1/2
 MZ1563'MILES NORTH OF STAFFORDVILLE, CONNECTICUT AND ON THE
 MZ1563'CONNECTICUT-MASSACHUSETTS STATE LINE.  THE PROPERTY IS OWNED
 MZ1563'BY THE NORCROSS WILDLIFE FOUNDATION INCORPORATED.  PERMISSION
 MZ1563'WAS GRANTED BY MISS ETHEL STELLA, 104 EAST FORTIETH
 MZ1563'STREET, SUITE 601, NEW YORK, NEW YORK 10016,  PHONE NUMBER
 MZ1563'212-687-1914.  MR. FRED ANDERSON, (DIRECTOR OF THE NORCROSS
 MZ1563'WILDLIFE FOUNDATION INCORPORATED), WAS ALSO CONTACTED.
 MZ1563'
 MZ1563'TO REACH THE STATION FROM THE POST OFFICE IN WALES, MASSACHUSETTS,
 MZ1563'GO SOUTH ON STATE HIGHWAY 19 FOR 0.7 MILE TO REED HILL ROAD ON THE
 MZ1563'RIGHT.  TURN RIGHT AND GO WEST ON REED HILL ROAD FOR 1.1 MILES
 MZ1563'TO A REVERSE FORK.  CONTINUE STRAIGHT AHEAD, WEST, ON MONSON
 MZ1563'ROAD FOR 1.0 MILES TO PECK ROAD ON THE LEFT AND A SIGN
 MZ1563'(NORCROSS WILDLIFE SANCTUARY).  TURN LEFT AND GO SOUTH ON
 MZ1563'PECK ROAD FOR 0.4 MILE TO A CURVE TO THE RIGHT AND A GATE
 MZ1563'STRAIGHT AHEAD.  PASS THROUGH THE GATE AND GO SOUTHERLY
 MZ1563'ON THE GRAVEL ROAD FOR 0.05 MILE TO A GATE.  PASS THROUGH
 MZ1563'THE GATE AND CONTINUE SOUTHERLY ON THE GRAVEL ROAD FOR
 MZ1563'0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEASTERLY
 MZ1563'ON THE GRAVEL ROAD FOR 0.05 MILE TO A T-ROAD JUNCTION.
 MZ1563'TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.5 MILE
 MZ1563'TO A FORK.  CONTINUE SOUTH ON THE GRAVEL ROAD FOR 0.05
 MZ1563'MILE TO A Y-FORK.  KEEP RIGHT, SOUTHERLY, ON THE
 MZ1563'EAST SIDE OF A SMALL LAKE FOR 0.1 MILE TO A SIDE ROAD
 MZ1563'LEFT.  CONTINUE SOUTH, CROSSING A SMALL WOOD BRIDGE, FOR
 MZ1563'0.2 MILE TO A CROSSROAD.  CONTINUE SOUTH ON THE TRACK
 MZ1563'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 MZ1563'AND GO SOUTHEASTERLY ON THE TRACK ROAD FOR 0.15 MILE
 MZ1563'TO A SIDE ROAD LEFT AND SIGN (MOSS HILL WEST), JUST
 MZ1563'AFTER CROSSING A SMALL WOOD BRIDGE.  KEEP RIGHT, UPHILL,
 MZ1563'ON THE TRACK ROAD FOR 0.55 MILE TO A DIM CROSSROAD.  FROM
 MZ1563'HERE, WALK SOUTH-SOUTHEAST THROUGH THE WOODS FOR APPROXIMATELY
 MZ1563'260 FEET TO THE STATION.
 MZ1563'
 MZ1563'THE STATION IS A DRILL HOLE IN THE TOP CENTER OF A
 MZ1563'STANDARD CONNECTICUT-MASSACHUSETTS BOUNDARY MARKER.
 MZ1563'IT IS A RECTANGULAR SHAPED GRANITE MONUMENT OF
 MZ1563'DIMENSIONS 0.18 METER BY 0.28 METER AND PROJECTING 0.50
 MZ1563'METER ABOVE THE GROUND.
 MZ1563'
 MZ1563'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO
 MZ1563'REFERENCE MARKS WERE ESTABLISHED FOR THIS MARKER.
 MZ1563'
 MZ1563'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.5 METERS.
 MZ1563'
 MZ1563'A SWEDISH TELESCOPIC POLE WITH LIGHT AND MIRROR ATTACHED
 MZ1563'WAS USED AT THIS STATION AND A TRAVERSE CONNECTION WAS
 MZ1563'MADE TO TRIANGULATION STATION TUPPER 1977, USING ELECTRONIC
 MZ1563'DISTANCE MEASURING EQUIPMENT.
 MZ1563'
 MZ1563'DESCRIBED BY G.M. RIVERS, CHECKED BY U.O.JONES.
 MZ1563
 MZ1563                          STATION RECOVERY (2003)
 MZ1563
 MZ1563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 MZ1563'RECOVERED IN GOOD CONDITION.
 MZ1563
 MZ1563                          STATION RECOVERY (2006)
 MZ1563
 MZ1563'RECOVERY NOTE BY GEOCACHING 2006 (JLH)
 MZ1563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1764 ***********************************************************************
 MZ1764  DESIGNATION -  BOUNDARY LINE BOUND 95 CT MA
 MZ1764  PID         -  MZ1764
 MZ1764  STATE/COUNTY-  CT/HARTFORD
 MZ1764  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ1764
 MZ1764                         *CURRENT SURVEY CONTROL
 MZ1764  ___________________________________________________________________
 MZ1764* NAD 83(1996)-  42 01 48.76789(N)    072 34 22.03150(W)     ADJUSTED  
 MZ1764* NAVD 88     -        47.0    (meters)     154.     (feet)  VERTCON   
 MZ1764  ___________________________________________________________________
 MZ1764  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 MZ1764  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 MZ1764
 MZ1764  HORZ ORDER  -  SECOND
 MZ1764
 MZ1764.The horizontal coordinates were established by classical geodetic methods
 MZ1764.and adjusted by the National Geodetic Survey in August 1998..
 MZ1764
 MZ1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1764
 MZ1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1764
 MZ1764.The geoid height was determined by GEOID03.
 MZ1764
 MZ1764;                    North         East     Units Scale Factor Converg.
 MZ1764;SPC CT       -   285,343.929   319,476.226   MT  1.00002066   +0 07 03.0
 MZ1764;SPC CT       -   936,165.87  1,048,148.25   sFT  1.00002066   +0 07 03.0
 MZ1764;UTM  18      - 4,655,981.123   700,927.256   MT  1.00009679   +1 37 32.2
 MZ1764
 MZ1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1764!SPC CT       -   0.99999719  x   1.00002066  =   1.00001785
 MZ1764!UTM  18      -   0.99999719  x   1.00009679  =   1.00009398
 MZ1764
 MZ1764                          SUPERSEDED SURVEY CONTROL
 MZ1764
 MZ1764  NAD 83(1996)-  42 01 48.76784(N)    072 34 22.03154(W) AD(       ) 2
 MZ1764  NAD 83(1992)-  42 01 48.76851(N)    072 34 22.03241(W) AD(       ) 2
 MZ1764  NAD 83(1992)-  42 01 48.76862(N)    072 34 22.03250(W) AD(       ) 2
 MZ1764  NAD 83(1986)-  42 01 48.77004(N)    072 34 22.03314(W) AD(       ) 2
 MZ1764  NAD 27      -  42 01 48.42317(N)    072 34 23.71521(W) AD(       ) 2
 MZ1764  NGVD 29 (07/19/86)   47.2    (m)          155.     (f) VERT ANG       
 MZ1764
 MZ1764.Superseded values are not recommended for survey control.
 MZ1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1764.See file dsdata.txt to determine how the superseded data were derived.
 MZ1764
 MZ1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0092755981(NAD 83)
 MZ1764_MARKER: H = DRILL HOLE
 MZ1764_SETTING: 0 = UNSPECIFIED SETTING
 MZ1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1764
 MZ1764  HISTORY     - Date     Condition        Report By
 MZ1764  HISTORY     - 1979     MONUMENTED       NGS
 MZ1764
 MZ1764                          STATION DESCRIPTION
 MZ1764
 MZ1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 MZ1764'THE STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF ENFIELD
 MZ1764'THE CONNECTICUT-MASSACHUSETTS STATE LINE AND ON PROPERTY OWNED BY
 MZ1764'MRS JOHN UNGHIRE, (PHONE NUMBER 745-3203).
 MZ1764'
 MZ1764'TO REACH THE STATION FROM THE MASSACHUSETTS-CONNECTICUT STATE
 MZ1764'LINE, GO NORTH ON STATE HIGHWAY 192 FOR 0.05 MILE TO A CROSSROADS.
 MZ1764'TURN LEFT AND GO WEST ON MAPLE ROAD FOR 0.4 MILE TO WASHINGTON
 MZ1764'ROAD.  TURN LEFT AND GO SOUTH ON WASHINGTON ROAD FOR 0.15 MILE
 MZ1764'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON ROOSEVELT
 MZ1764'BOULEVARD FOR 0.45 MILE TO CARNEY ROAD ON THE RIGHT.  TURN RIGHT
 MZ1764'ON CARNEY ROAD FOR 0.25 MILE TO HOUSE NUMBER 26 AND THE STATION
 MZ1764'SITE.
 MZ1764'
 MZ1764'THE STATION IS A DRILL HOLE IN THE TOP CENTER OF A STANDARD
 MZ1764'CONNECTICUT-MASSACHUSETTS BOUNDARY MARKER.  IT IS A
 MZ1764'SQUARE SHAPED GRANITE MONUMENT OF DIMENSIONS 0.30 METER
 MZ1764'ON A SIDE AND PROJECTING 1.0 METER ABOVE THE GROUND.
 MZ1764'
 MZ1764'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE WAS NO
 MZ1764'REFERENCE MARKS ESTABLISHED FOR THIS MARKER.
 MZ1764'
 MZ1764'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 20.3 METERS.
 MZ1764'
 MZ1764'A SWEDISH TELESCOPIC POLE WITH LIGHT AND MIRROR ATTACHED WAS
 MZ1764'USED AT THIS STATION AND A TRAVERSE CONNECTION WAS MADE TO
 MZ1764'TRIANGULATION STATION BRAIN, USING ELECTRONIC DISTANCE EQUIPMENT.
 MZ1764'
 MZ1764'DESCRIBED BY U.O. JONES, TYPED BY R.L. RAMSEY, CHECKED BY T.C.
 MZ1764'HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2662 ***********************************************************************
 MZ2662  DESIGNATION -  BOUNDARY MON 180 CT MA
 MZ2662  PID         -  MZ2662
 MZ2662  STATE/COUNTY-  CT/LITCHFIELD
 MZ2662  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ2662
 MZ2662                         *CURRENT SURVEY CONTROL
 MZ2662  ___________________________________________________________________
 MZ2662* NAD 83(1996)-  42 02 46.56970(N)    073 16 20.41238(W)     ADJUSTED  
 MZ2662* NAVD 88     -       261.     (meters)     856.     (feet)  VERTCON   
 MZ2662  ___________________________________________________________________
 MZ2662  LAPLACE CORR-          10.58  (seconds)                    DEFLEC99
 MZ2662  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 MZ2662
 MZ2662  HORZ ORDER  -  SECOND
 MZ2662
 MZ2662.The horizontal coordinates were established by classical geodetic methods
 MZ2662.and adjusted by the National Geodetic Survey in August 1998..
 MZ2662
 MZ2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2662
 MZ2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2662
 MZ2662.The geoid height was determined by GEOID03.
 MZ2662
 MZ2662;                    North         East     Units Scale Factor Converg.
 MZ2662;SPC CT       -   287,243.036   261,555.238   MT  1.00002313   -0 20 46.8
 MZ2662;SPC CT       -   942,396.53    858,119.14   sFT  1.00002313   -0 20 46.8
 MZ2662;SPC MA M     -   867,732.790    53,282.201   MT  0.99996816   -1 11 25.9
 MZ2662;SPC MA M     - 2,846,886.66    174,810.02   sFT  0.99996816   -1 11 25.9
 MZ2662;UTM  18      - 4,656,357.423   642,979.532   MT  0.99985155   +1 09 26.2
 MZ2662
 MZ2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2662!SPC CT       -   0.99996364  x   1.00002313  =   0.99998677
 MZ2662!SPC MA M     -   0.99996364  x   0.99996816  =   0.99993181
 MZ2662!UTM  18      -   0.99996364  x   0.99985155  =   0.99981520
 MZ2662
 MZ2662|---------------------------------------------------------------------|
 MZ2662| PID    Reference Object                     Distance      Geod. Az  |
 MZ2662|                                                           dddmmss.s |
 MZ2662| CR8742 BOUNDARY MON 180 RM 1                13.636 METERS 00300     |
 MZ2662| CR8743 BOUNDARY MON 180 RM 2                 6.769 METERS 14229     |
 MZ2662| CR8692 6238                                               1820230.6 |
 MZ2662| CR8744 BOUNDARY MON 180 RM 3                28.273 METERS 20143     |
 MZ2662|---------------------------------------------------------------------|
 MZ2662
 MZ2662                          SUPERSEDED SURVEY CONTROL
 MZ2662
 MZ2662  NAD 83(1996)-  42 02 46.56970(N)    073 16 20.41242(W) AD(       ) 2
 MZ2662  NAD 83(1992)-  42 02 46.57082(N)    073 16 20.41314(W) AD(       ) 2
 MZ2662  NAD 83(1992)-  42 02 46.57119(N)    073 16 20.41336(W) AD(       ) 2
 MZ2662  NAD 83(1986)-  42 02 46.57038(N)    073 16 20.41437(W) AD(       ) 2
 MZ2662  NAD 83(1986)-  42 02 46.57021(N)    073 16 20.41403(W) AD(       ) 2
 MZ2662  NGVD 29 (07/14/89)  262.     (m)          860.     (f) VERT ANG       
 MZ2662
 MZ2662.Superseded values are not recommended for survey control.
 MZ2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2662.See file dsdata.txt to determine how the superseded data were derived.
 MZ2662
 MZ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4298056357(NAD 83)
 MZ2662_MARKER: H = DRILL HOLE
 MZ2662_SETTING: 0 = UNSPECIFIED SETTING
 MZ2662_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ2662
 MZ2662  HISTORY     - Date     Condition        Report By
 MZ2662  HISTORY     - 1984     MONUMENTED       CTGS
 MZ2662
 MZ2662                          STATION DESCRIPTION
 MZ2662
 MZ2662'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1984 (AJK)
 MZ2662'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 MZ2662'NORTH OF EAST CANAAN,
 MZ2662'2.4 KM (1.5 MI) NORTHEAST OF SODOM AND 1.2 KM (0.75 MI) NORTHWEST
 MZ2662'OF CANAAN VALLEY.
 MZ2662'OWNERSHIP--MR HENRY POZZETTA, FIRST SELECTMAN, TOWN HALL, PEASE
 MZ2662'STREET, PO BOX 338, CANAAN CT 06018, PHONE 203-824-7313.
 MZ2662'
 MZ2662'TO REACH THE STATION FROM NORTH CANAAN AT THE INTERSECTION OF U.S.
 MZ2662'ROUTE 7 (ELM STREET) AND U.S. ROUTE 44 (EAST MAIN STREET) PROCEED
 MZ2662'EASTERLY ALONG U.S. ROUTE 44 FOR 4.5 KM (2.77 MI) TO A ROAD LEFT.
 MZ2662'TAKE LEFT AND PROCEED NORTHERLY ALONG CANAAN VALLEY ROAD FOR 1.9 KM
 MZ2662'(1.21 MI) TO A ROAD LEFT. TAKE LEFT AND PROCEED NORTHWESTERLY ALONG
 MZ2662'OLD TURNPIKE NORTH FOR 2.0 KM (1.26 MI) TO A ROAD RIGHT. TAKE RIGHT
 MZ2662'AND PROCEED EASTERLY ALONG NEW STREET FOR 0.7 KM (0.43 MI) TO A
 MZ2662'CROSSROAD. TAKE LEFT AND PROCEED NORTHERLY ALONG MOSES MEADE ROAD
 MZ2662'FOR 0.6 KM (0.37 MI) TO THE STATION ON THE RIGHT.
 MZ2662'
 MZ2662'THE STATION IS A 1/2 INCH DRILL HOLE
 MZ2662'THAT IS ---UNSTAMPED---,
 MZ2662'SET INTO A SQUARE GRANITE MONUMENT 30 CM SQUARE AND PROJECTING 1.17
 MZ2662'METERS ABOVE THE GROUND. IT IS LETTERED 1906 ON THE WEST, NM MASS
 MZ2662'ON THE NORTH AND NC CONN ON THE SOUTH FACE. LOCATED
 MZ2662'46.82 METERS (153.6 FT) NORTH FROM A POWER POLE 2841,
 MZ2662'3.51 METERS (11.5 FT) EAST FROM THE CENTERLINE OF MOSES MEADE ROAD
 MZ2662'AND
 MZ2662'20.42 METERS (67.0 FT) NORTH FROM THE CENTERLINE OF A GRAVEL DRIVE.
 MZ2662'
 MZ2662'REFERENCE MARK NO. 1 IS A DRILL HOLE IN A TROLLEY SPIKE
 MZ2662'THAT IS ---UNSTAMPED---,
 MZ2662'DRIVEN INTO A 40 CM HICKORY TREE SET 0.9 METER ABOVE THE
 MZ2662'GROUND. LOCATED
 MZ2662'60.29 METERS (197.8 FT) NORTH FROM A POWER POLE 2841,
 MZ2662'3.96 METERS (13.0 FT) EAST FROM THE CENTERLINE OF MOSES MEADE ROAD
 MZ2662'AND
 MZ2662'34.14 METERS (112.0 FT) NORTH FROM THE CENTERLINE OF A GRAVEL DRIVE.
 MZ2662'MARK IS LEVEL WITH THE STATION.
 MZ2662'
 MZ2662'REFERENCE MARK NO. 2 IS A DRILL HOLE IN A TROLLEY SPIKE
 MZ2662'THAT IS ---UNSTAMPED---,
 MZ2662'DRIVEN INTO A 40 CM HICKORY TREE SET 1.3 METERS ABOVE THE
 MZ2662'GROUND. LOCATED
 MZ2662'41.45 METERS (136.0 FT) NORTH FROM A POWER POLE 2841,
 MZ2662'15.09 METERS (49.5 FT) NORTH FROM THE CENTERLINE OF A GRAVEL DRIVE
 MZ2662'AND
 MZ2662'7.47 METERS (24.5 FT) EAST FROM THE CENTERLINE OF MOSES MEADE ROAD.
 MZ2662'MARK IS LEVEL WITH THE STATION.
 MZ2662'
 MZ2662'REFERENCE MARK NO. 3 IS A DRILL HOLE IN A TROLLEY SPIKE
 MZ2662'THAT IS ---UNSTAMPED---,
 MZ2662'DRIVEN INTO A 60 CM HICKORY TREE SET 1.2 METERS ABOVE THE
 MZ2662'GROUND. LOCATED
 MZ2662'23.26 METERS (76.3 FT) NORTHWEST FROM A POWER POLE 2841,
 MZ2662'6.86 METERS (22.5 FT) WEST FROM THE CENTERLINE OF MOSES MEADE ROAD
 MZ2662'AND
 MZ2662'6.10 METERS (20.0 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A
 MZ2662'GRAVEL DRIVE.
 MZ2662'MARK IS LEVEL WITH THE STATION.
 MZ2662'
 MZ2662'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK
 MZ2662'STAMPED---6238---,
 MZ2662'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 MZ2662'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 6 CM BELOW GROUND. LOCATED
 MZ2662'41.30 METERS (135.5 FT) SOUTH FROM A POWER POLE 2836,
 MZ2662'20.94 METERS (68.7 FT) NORTH FROM A POWER POLE 2835 AND
 MZ2662'3.05 METERS (10.0 FT) EAST FROM THE CENTERLINE OF MOSES MEADE ROAD.
 MZ2662'TO REACH THE AZIMUTH FROM THE STATION,
 MZ2662'GO SOUTH FOR 0.4 KM (0.26 MI) ON MOSES MEADE ROAD TO THE STATION ON
 MZ2662'THE LEFT.
 MZ2662'
 MZ2662'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MZ2662'
 MZ2662'DESCRIBED BY S J MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3568 ***********************************************************************
 LW3568  DESIGNATION -  BOUNDARY STATE BOUND 0 CT RI
 LW3568  PID         -  LW3568
 LW3568  STATE/COUNTY-  CT/NEW LONDON
 LW3568  USGS QUAD   -  VOLUNTOWN (1975)
 LW3568
 LW3568                         *CURRENT SURVEY CONTROL
 LW3568  ___________________________________________________________________
 LW3568* NAD 83(1996)-  41 37 15.46490(N)    071 47 17.75692(W)     ADJUSTED  
 LW3568* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 LW3568  ___________________________________________________________________
 LW3568  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 LW3568  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW3568
 LW3568  HORZ ORDER  -  SECOND
 LW3568
 LW3568.The horizontal coordinates were established by classical geodetic methods
 LW3568.and adjusted by the National Geodetic Survey in August 1998..
 LW3568
 LW3568.The orthometric height was scaled from a topographic map.
 LW3568
 LW3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3568
 LW3568.The geoid height was determined by GEOID03.
 LW3568
 LW3568;                    North         East     Units Scale Factor Converg.
 LW3568;SPC CT       -   240,319.535   384,949.213   MT  0.99998430   +0 38 15.7
 LW3568;SPC CT       -   788,448.34  1,262,954.21   sFT  0.99998430   +0 38 15.7
 LW3568;SPC RI       -    59,749.248    75,975.889   MT  1.00000085   -0 11 29.3
 LW3568;SPC RI       -   196,027.32    249,264.23   sFT  1.00000085   -0 11 29.3
 LW3568;UTM  19      - 4,611,449.300   267,706.217   MT  1.00026409   -1 51 10.1
 LW3568
 LW3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3568!SPC CT       -   0.99998423  x   0.99998430  =   0.99996853
 LW3568!SPC RI       -   0.99998423  x   1.00000085  =   0.99998508
 LW3568!UTM  19      -   0.99998423  x   1.00026409  =   1.00024832
 LW3568
 LW3568                          SUPERSEDED SURVEY CONTROL
 LW3568
 LW3568  NAD 83(1992)-  41 37 15.46382(N)    071 47 17.75623(W) AD(       ) 2
 LW3568  NAD 83(1986)-  41 37 15.46359(N)    071 47 17.75657(W) AD(       ) 2
 LW3568  NAD 27      -  41 37 15.10302(N)    071 47 19.50337(W) AD(       ) 2
 LW3568
 LW3568.Superseded values are not recommended for survey control.
 LW3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3568.See file dsdata.txt to determine how the superseded data were derived.
 LW3568
 LW3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6770611449(NAD 83)
 LW3568_MARKER: V = STONE MONUMENT
 LW3568_SETTING: 0 = UNSPECIFIED SETTING
 LW3568
 LW3568  HISTORY     - Date     Condition        Report By
 LW3568  HISTORY     - 1937     MONUMENTED       CTGS
 LW3568
 LW3568                          STATION DESCRIPTION
 LW3568
 LW3568'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3568'TO REACH FROM THE EASTERLY INTERSECTION OF ROUTES 95 AND 138 IN
 LW3568'VOLUNTOWN, TAKE DIRT ROAD LEADING NORTHEAST BETWEEN THESE TWO
 LW3568'HIGHWAYS, PAST CEMETERY ON RIGHT (SOUTH), FOR 2.2 MILES TO CROSS
 LW3568'ROADS (2-STORY HOUSE ON WEST CORNER).  CONTINUE STRAIGHT (NORTH-EAST)
 LW3568'0.6 MILES TO RIGHT FORK (EAST), 0.3 MILES TO CROSS ROADS (HOUSE ON
 LW3568'NORTH CORNER), (NORTHEAST) 1.5 MILES TO STATION ON RIGHT (SOUTHEAST
 LW3568'OF ROAD AMONGST HIGH TREES).
 LW3568'
 LW3568'CONN. R.I. STATE BOUND 'O' IS FIELD GRANITE 3 FEET HIGH, 16 BY 10
 LW3568'INCHES RAGGED TOP, WITH SMALL DRILL HOLE ON FLAT SURFACE ON WEST EDGE
 LW3568'OF STONE, 56.14 FEET SSW OF STATION WICK, 18 FEET SOUTHEAST OF
 LW3568'CENTER LINE OF DIRT ROAD, AND 8 FEET NORHTEAST OF 10 INCHES SUGAR
 LW3568'MAPLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7030 ***********************************************************************
 LX7030  DESIGNATION -  BOUNDARY STONE H N W
 LX7030  PID         -  LX7030
 LX7030  STATE/COUNTY-  CT/HARTFORD
 LX7030  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7030
 LX7030                         *CURRENT SURVEY CONTROL
 LX7030  ___________________________________________________________________
 LX7030* NAD 83(1996)-  41 43 27.35854(N)    072 42 22.72187(W)     ADJUSTED  
 LX7030* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 LX7030  ___________________________________________________________________
 LX7030  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LX7030  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX7030
 LX7030  HORZ ORDER  -  THIRD
 LX7030
 LX7030.The horizontal coordinates were established by classical geodetic methods
 LX7030.and adjusted by the National Geodetic Survey in August 1998..
 LX7030
 LX7030.The orthometric height was scaled from a topographic map.
 LX7030
 LX7030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7030
 LX7030.The geoid height was determined by GEOID03.
 LX7030
 LX7030;                    North         East     Units Scale Factor Converg.
 LX7030;SPC CT       -   251,347.909   308,435.767   MT  0.99998866   +0 01 44.3
 LX7030;SPC CT       -   824,630.60  1,011,926.35   sFT  0.99998866   +0 01 44.3
 LX7030;UTM  18      - 4,621,704.822   690,781.575   MT  1.00004792   +1 31 37.3
 LX7030
 LX7030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7030!SPC CT       -   0.99999272  x   0.99998866  =   0.99998138
 LX7030!UTM  18      -   0.99999272  x   1.00004792  =   1.00004064
 LX7030
 LX7030:                Primary Azimuth Mark                     Grid Az
 LX7030:SPC CT       -  HARTFORD CAP HEAD OF VICTORY             024 15 10.1
 LX7030:UTM  18      -  HARTFORD CAP HEAD OF VICTORY             022 45 17.1
 LX7030
 LX7030|---------------------------------------------------------------------|
 LX7030| PID    Reference Object                     Distance      Geod. Az  |
 LX7030|                                                           dddmmss.s |
 LX7030| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX. 4.9 KM 0241654.4 |
 LX7030| LX7031 CEDAR HILL CEMET MORGANS TOMB       APPROX. 0.6 KM 1395819.0 |
 LX7030|---------------------------------------------------------------------|
 LX7030
 LX7030                          SUPERSEDED SURVEY CONTROL
 LX7030
 LX7030  NAD 83(1996)-  41 43 27.35805(N)    072 42 22.72211(W) AD(       ) 3
 LX7030  NAD 83(1992)-  41 43 27.35821(N)    072 42 22.72223(W) AD(       ) 3
 LX7030  NAD 83(1992)-  41 43 27.35965(N)    072 42 22.72350(W) AD(       ) 3
 LX7030  NAD 83(1986)-  41 43 27.35981(N)    072 42 22.72354(W) AD(       ) 3
 LX7030  NAD 27      -  41 43 27.01100(N)    072 42 24.37200(W) AD(       ) 3
 LX7030
 LX7030.Superseded values are not recommended for survey control.
 LX7030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7030.See file dsdata.txt to determine how the superseded data were derived.
 LX7030
 LX7030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9078221705(NAD 83)
 LX7030
 LX7030  HISTORY     - Date     Condition        Report By
 LX7030  HISTORY     - 1891     MONUMENTED       CGS
 LX7030
 LX7030                          STATION DESCRIPTION
 LX7030
 LX7030'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7030'A STONE POST MARKED AS H.W.N., STANDING AT THE CORNER COMMON TO
 LX7030'THE TOWNS OF HARTFORD, WETHERSFIELD, AND NEWINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7024 ***********************************************************************
 LX7024  DESIGNATION -  BOUNDARY STONE H W
 LX7024  PID         -  LX7024
 LX7024  STATE/COUNTY-  CT/HARTFORD
 LX7024  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7024
 LX7024                         *CURRENT SURVEY CONTROL
 LX7024  ___________________________________________________________________
 LX7024* NAD 83(1996)-  41 43 42.74735(N)    072 39 03.19766(W)     ADJUSTED  
 LX7024* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX7024  ___________________________________________________________________
 LX7024  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX7024  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7024
 LX7024  HORZ ORDER  -  THIRD
 LX7024
 LX7024.The horizontal coordinates were established by classical geodetic methods
 LX7024.and adjusted by the National Geodetic Survey in August 1998..
 LX7024
 LX7024.The orthometric height was scaled from a topographic map.
 LX7024
 LX7024.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7024
 LX7024.The geoid height was determined by GEOID03.
 LX7024
 LX7024;                    North         East     Units Scale Factor Converg.
 LX7024;SPC CT       -   251,826.493   313,046.809   MT  0.99998891   +0 03 56.6
 LX7024;SPC CT       -   826,200.75  1,027,054.41   sFT  0.99998891   +0 03 56.6
 LX7024;UTM  18      - 4,622,303.842   695,378.849   MT  1.00006976   +1 33 50.6
 LX7024
 LX7024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7024!SPC CT       -   1.00000434  x   0.99998891  =   0.99999325
 LX7024!UTM  18      -   1.00000434  x   1.00006976  =   1.00007410
 LX7024
 LX7024:                Primary Azimuth Mark                     Grid Az
 LX7024:SPC CT       -  E HARTFORD HOCKANUM CONG CH              039 02 37.6
 LX7024:UTM  18      -  E HARTFORD HOCKANUM CONG CH              037 32 43.6
 LX7024
 LX7024|---------------------------------------------------------------------|
 LX7024| PID    Reference Object                     Distance      Geod. Az  |
 LX7024|                                                           dddmmss.s |
 LX7024| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX. 2.2 KM 0390634.2 |
 LX7024| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 4.2 KM 1214617.7 |
 LX7024| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 1.7 KM 1833610.6 |
 LX7024|---------------------------------------------------------------------|
 LX7024
 LX7024                          SUPERSEDED SURVEY CONTROL
 LX7024
 LX7024  NAD 83(1996)-  41 43 42.74695(N)    072 39 03.19774(W) AD(       ) 3
 LX7024  NAD 83(1992)-  41 43 42.74694(N)    072 39 03.19787(W) AD(       ) 3
 LX7024  NAD 83(1992)-  41 43 42.74862(N)    072 39 03.19925(W) AD(       ) 3
 LX7024  NAD 83(1986)-  41 43 42.74877(N)    072 39 03.19918(W) AD(       ) 3
 LX7024  NAD 27      -  41 43 42.37500(N)    072 39 04.86700(W) AD(       ) 3
 LX7024
 LX7024.Superseded values are not recommended for survey control.
 LX7024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7024.See file dsdata.txt to determine how the superseded data were derived.
 LX7024
 LX7024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9537922304(NAD 83)
 LX7024
 LX7024  HISTORY     - Date     Condition        Report By
 LX7024  HISTORY     - 1891     MONUMENTED       CGS
 LX7024  HISTORY     - 1930     SEE DESCRIPTION  LOCENG
 LX7024  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7024
 LX7024                          STATION DESCRIPTION
 LX7024
 LX7024'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7024'A NEW GRANITE POST ON THE RIGHT BANK OF THE CONNECTICUT RIVER,
 LX7024'MARKING THE LINE BETWEEN HARTFORD AND WETHERSFIELD.
 LX7024
 LX7024                          STATION RECOVERY (1930)
 LX7024
 LX7024'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1930 (POR)
 LX7024'THE BANK OF THE CONNECTICUT RIVER WHERE THIS STONE STOOD HAS
 LX7024'BEEN ENTIRELY WASHED AWAY, STONE AND ALL.
 LX7024
 LX7024                          STATION RECOVERY (1948)
 LX7024
 LX7024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7024'ACCORDING TO THE ENGINEERING DEPARTMENT OF HARTFORD, THIS STONE
 LX7024'WAS DESTROYED WHILE BUILDING THE DIKE AROUND THE MUNICIPAL
 LX7024'AIRPORT.  IT WAS REPLACED BY A CONCRETE MARKER AND ASSUMED TO
 LX7024'BE IN THE SAME LOCATION AS THE OLD STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7027 ***********************************************************************
 LX7027  DESIGNATION -  BOUNDARY STONE N F
 LX7027  PID         -  LX7027
 LX7027  STATE/COUNTY-  CT/HARTFORD
 LX7027  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7027
 LX7027                         *CURRENT SURVEY CONTROL
 LX7027  ___________________________________________________________________
 LX7027* NAD 83(1996)-  41 43 43.10125(N)    072 39 57.03996(W)     ADJUSTED  
 LX7027* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX7027  ___________________________________________________________________
 LX7027  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX7027  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX7027
 LX7027  HORZ ORDER  -  THIRD
 LX7027
 LX7027.The horizontal coordinates were established by classical geodetic methods
 LX7027.and adjusted by the National Geodetic Survey in August 1998..
 LX7027
 LX7027.The orthometric height was scaled from a topographic map.
 LX7027
 LX7027.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7027
 LX7027.The geoid height was determined by GEOID03.
 LX7027
 LX7027;                    North         East     Units Scale Factor Converg.
 LX7027;SPC CT       -   251,836.092   311,802.428   MT  0.99998892   +0 03 20.9
 LX7027;SPC CT       -   826,232.25  1,022,971.80   sFT  0.99998892   +0 03 20.9
 LX7027;UTM  18      - 4,622,280.898   694,134.546   MT  1.00006380   +1 33 14.8
 LX7027
 LX7027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7027!SPC CT       -   1.00000230  x   0.99998892  =   0.99999122
 LX7027!UTM  18      -   1.00000230  x   1.00006380  =   1.00006610
 LX7027
 LX7027                          SUPERSEDED SURVEY CONTROL
 LX7027
 LX7027  NAD 83(1996)-  41 43 43.10076(N)    072 39 57.04017(W) AD(       ) 3
 LX7027  NAD 83(1992)-  41 43 43.10097(N)    072 39 57.04022(W) AD(       ) 3
 LX7027  NAD 83(1992)-  41 43 43.10231(N)    072 39 57.04161(W) AD(       ) 3
 LX7027  NAD 83(1986)-  41 43 43.10257(N)    072 39 57.04150(W) AD(       ) 3
 LX7027  NAD 27      -  41 43 42.74000(N)    072 39 58.71000(W) AD(       ) 3
 LX7027
 LX7027.Superseded values are not recommended for survey control.
 LX7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7027.See file dsdata.txt to determine how the superseded data were derived.
 LX7027
 LX7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9413522281(NAD 83)
 LX7027
 LX7027  HISTORY     - Date     Condition        Report By
 LX7027  HISTORY     - 1891     MONUMENTED       CGS
 LX7027  HISTORY     - 1930     SEE DESCRIPTION  LOCENG
 LX7027  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7027
 LX7027                          STATION DESCRIPTION
 LX7027
 LX7027'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7027'A NEW STONE MARKED N F 1636 PUT IN PLACE OF AN ANCIENT LANDMARK
 LX7027'ON THE LINE BETWEEN HARTFORD AND WETHERSFIELD.
 LX7027
 LX7027                          STATION RECOVERY (1930)
 LX7027
 LX7027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1930 (POR)
 LX7027'THIS STONE WAS FOUND.  IN GOOD CONDITION.  IT IS NOW ON THE LINE
 LX7027'OF THE CITY OF HARTFORD AND THE TOWN OF WETHERSFIELD.
 LX7027
 LX7027                          STATION RECOVERY (1948)
 LX7027
 LX7027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7027'NO DESCRIPTION WAS FURNISHED FOR THE RECOVERY OF THIS
 LX7027'STATION.  THE ENGINEERING DEPARTMENT OF HARTFORD DECLARES THAT
 LX7027'THE STONE IS THE SAME AS ALWAYS.  UNLESS THERE IS A GOOD
 LX7027'DESCRIPTION OF THIS STATION, THIS WILL BE THE ONLY CHECK,
 LX7027'UNLESS IT IS REDETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7011 ***********************************************************************
 LX7011  DESIGNATION -  BOUNDARY STONE N F ECC
 LX7011  PID         -  LX7011
 LX7011  STATE/COUNTY-  CT/HARTFORD
 LX7011  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7011
 LX7011                         *CURRENT SURVEY CONTROL
 LX7011  ___________________________________________________________________
 LX7011* NAD 83(1996)-  41 43 43.20142(N)    072 39 55.18098(W)     ADJUSTED  
 LX7011* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX7011  ___________________________________________________________________
 LX7011  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX7011  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX7011
 LX7011  HORZ ORDER  -  THIRD
 LX7011
 LX7011.The horizontal coordinates were established by classical geodetic methods
 LX7011.and adjusted by the National Geodetic Survey in August 1998..
 LX7011
 LX7011.The orthometric height was scaled from a topographic map.
 LX7011
 LX7011.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7011
 LX7011.The geoid height was determined by GEOID03.
 LX7011
 LX7011;                    North         East     Units Scale Factor Converg.
 LX7011;SPC CT       -   251,839.224   311,845.388   MT  0.99998892   +0 03 22.1
 LX7011;SPC CT       -   826,242.52  1,023,112.74   sFT  0.99998892   +0 03 22.1
 LX7011;UTM  18      - 4,622,285.153   694,177.413   MT  1.00006400   +1 33 16.0
 LX7011
 LX7011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7011!SPC CT       -   1.00000230  x   0.99998892  =   0.99999122
 LX7011!UTM  18      -   1.00000230  x   1.00006400  =   1.00006630
 LX7011
 LX7011:                Primary Azimuth Mark                     Grid Az
 LX7011:SPC CT       -  E HARTFORD HOCKANUM CONG CH              056 36 00.3
 LX7011:UTM  18      -  E HARTFORD HOCKANUM CONG CH              055 06 06.4
 LX7011
 LX7011|---------------------------------------------------------------------|
 LX7011| PID    Reference Object                     Distance      Geod. Az  |
 LX7011|                                                           dddmmss.s |
 LX7011| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX. 3.1 KM 0563922.4 |
 LX7011| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 2.1 KM 1480003.5 |
 LX7011| LX7027 BOUNDARY STONE N F                   43.075 METERS 26553     |
 LX7011| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX. 4.2 KM 3401905.9 |
 LX7011|---------------------------------------------------------------------|
 LX7011
 LX7011                          SUPERSEDED SURVEY CONTROL
 LX7011
 LX7011  NAD 83(1996)-  41 43 43.20093(N)    072 39 55.18118(W) AD(       ) 3
 LX7011  NAD 83(1992)-  41 43 43.20114(N)    072 39 55.18123(W) AD(       ) 3
 LX7011  NAD 83(1992)-  41 43 43.20248(N)    072 39 55.18262(W) AD(       ) 3
 LX7011  NAD 83(1986)-  41 43 43.20274(N)    072 39 55.18252(W) AD(       ) 3
 LX7011  NAD 27      -  41 43 42.84000(N)    072 39 56.85000(W) AD(       ) 3
 LX7011
 LX7011.Superseded values are not recommended for survey control.
 LX7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7011.See file dsdata.txt to determine how the superseded data were derived.
 LX7011
 LX7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9417722285(NAD 83)
 LX7011
 LX7011  HISTORY     - Date     Condition        Report By
 LX7011  HISTORY     - 1891     MONUMENTED       CGS
 LX7011  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7011
 LX7011                          STATION DESCRIPTION
 LX7011
 LX7011'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7011'SEE STATION NF BOUNDARY STONE
 LX7011
 LX7011                          STATION RECOVERY (1948)
 LX7011
 LX7011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7011'ACCORDING TO THE CITY ENGINEER OF WETHERSFIELD, THIS STONE
 LX7011'BOUNDARY MARK IS LOCATED NEARBY THE N.F. BOUNDARY
 LX7011'STONE.  ACCORDING TO THE ENGINEERING DEPARTMENT OF HARTFORD,
 LX7011'THIS STONE HAS BEEN DESTROYED.  NO DESCRIPTION WAS FURNISHED
 LX7011'FOR THIS STATION.  UNLESS THERE IS A GOOD DESCRIPTION OF THIS
 LX7011'STATION AND ITS LOCATION, IT IS RECOMMENDED THAT IT BE
 LX7011'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5846 ***********************************************************************
 LX5846  DESIGNATION -  BOWENS CHIMNEY
 LX5846  PID         -  LX5846
 LX5846  STATE/COUNTY-  CT/NEW LONDON
 LX5846  USGS QUAD   -  OLD LYME (1976)
 LX5846
 LX5846                         *CURRENT SURVEY CONTROL
 LX5846  ___________________________________________________________________
 LX5846* NAD 83(1996)-  41 20 33.84708(N)    072 20 51.79847(W)     ADJUSTED  
 LX5846* NAVD 88     -                                                        
 LX5846  ___________________________________________________________________
 LX5846  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX5846  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX5846
 LX5846  HORZ ORDER  -  THIRD
 LX5846
 LX5846.The horizontal coordinates were established by classical geodetic methods
 LX5846.and adjusted by the National Geodetic Survey in August 1998..
 LX5846
 LX5846
 LX5846.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5846
 LX5846.The geoid height was determined by GEOID03.
 LX5846
 LX5846;                    North         East     Units Scale Factor Converg.
 LX5846;SPC CT       -   209,051.555   338,469.927   MT  0.99998866   +0 16 00.2
 LX5846;SPC CT       -   685,863.31  1,110,463.42   sFT  0.99998866   +0 16 00.2
 LX5846;UTM  18      - 4,580,199.176   721,911.422   MT  1.00020608   +1 45 09.7
 LX5846
 LX5846                          SUPERSEDED SURVEY CONTROL
 LX5846
 LX5846  NAD 83(1992)-  41 20 33.84612(N)    072 20 51.79812(W) AD(       ) 4
 LX5846  NAD 83(1986)-  41 20 33.84796(N)    072 20 51.80153(W) AD(       ) 4
 LX5846  NAD 27      -  41 20 33.49700(N)    072 20 53.51300(W) AD(       ) 3
 LX5846
 LX5846.Superseded values are not recommended for survey control.
 LX5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5846.See file dsdata.txt to determine how the superseded data were derived.
 LX5846
 LX5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2191180199(NAD 83)
 LX5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5846+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 LX5846
 LX5846  HISTORY     - Date     Condition        Report By
 LX5846  HISTORY     - 1934     MONUMENTED       CGS
 LX5846  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5846  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5846  HISTORY     - 1984     GOOD             USPSQD
 LX5846  HISTORY     - 1989     GOOD             USPSQD
 LX5846  HISTORY     - 20030507 GOOD             USPSQD
 LX5846
 LX5846                          STATION DESCRIPTION
 LX5846
 LX5846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5846'THIS STATION IS ON THE MOST ELEVATED HOUSE OF THE GROUP OF
 LX5846'SUBSTANTIAL SUMMER RESIDENCES ON TANTAMAHEAG POINT.  THE HOUSE IS
 LX5846'THE PROPERTY OF EDITH B. BOWEN.  THE RIDGEPOLE OF THE 2 1/2-STORY
 LX5846'HOUSE LIES ALMOST N AND S.  TWO DORMER WINDOWS PIERCE BOTH THE E
 LX5846'AND W SIDES OF THE ROOF.  THERE IS A WIDE 2-STORY PORCH ACROSS THE
 LX5846'S END.  THE PORCH HAS FOUR WHITE COLUMNS AT EACH FLOOR LEVEL.
 LX5846'THREE WHITE CHIMNEYS SHOW--ONE NEAR THE NW CORNER OF THE MAIN
 LX5846'HOUSE, ONE AT THE APEX OF THE N GABLE OF A 2-STORY WING TO
 LX5846'THE NORTHWARD, AND ONE AT THE S GABLE OF THE MAIN HOUSE.
 LX5846'
 LX5846'CENTER IS THE CENTER LINE OF THE S CHIMNEY.
 LX5846'
 LX5846'A LOW MASONRY WALL ENCLOSES THE LAWN ON THE N AND S SIDES OF THE
 LX5846'HOUSE.
 LX5846
 LX5846                          STATION RECOVERY (1961)
 LX5846
 LX5846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5846'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5846'BY G.C.M. IS COMPLETE AND ADEQUATE WITH THE FOLLOWING
 LX5846'ADDITION.  THE HOUSE IS NOW OWNED BY G.R. CUMMINGS.
 LX5846
 LX5846                          STATION RECOVERY (1969)
 LX5846
 LX5846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5846'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LX5846'ADEQUATE FOR RECOVERY.
 LX5846
 LX5846                          STATION RECOVERY (1984)
 LX5846
 LX5846'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5846'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX5846
 LX5846                          STATION RECOVERY (1989)
 LX5846
 LX5846'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5846'RECOVERED IN GOOD CONDITION.
 LX5846
 LX5846                          STATION RECOVERY (2003)
 LX5846
 LX5846'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX5846' 
 LX5846' 
 LX5846' 
 LX5846' 
 LX5846' 
 LX5846' 
 LX5846' 
 LX5846' 
 LX5846' 
 LX5846' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6942 ***********************************************************************
 LX6942  DESIGNATION -  BOWERS
 LX6942  PID         -  LX6942
 LX6942  STATE/COUNTY-  CT/MIDDLESEX
 LX6942  USGS QUAD   -  MIDDLETOWN (1992)
 LX6942
 LX6942                         *CURRENT SURVEY CONTROL
 LX6942  ___________________________________________________________________
 LX6942* NAD 83(1996)-  41 36 10.20034(N)    072 37 34.12710(W)     ADJUSTED  
 LX6942* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6942  ___________________________________________________________________
 LX6942  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LX6942  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6942
 LX6942  HORZ ORDER  -  THIRD
 LX6942
 LX6942.The horizontal coordinates were established by classical geodetic methods
 LX6942.and adjusted by the National Geodetic Survey in August 1998..
 LX6942
 LX6942.The orthometric height was scaled from a topographic map.
 LX6942
 LX6942.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6942
 LX6942.The geoid height was determined by GEOID03.
 LX6942
 LX6942;                    North         East     Units Scale Factor Converg.
 LX6942;SPC CT       -   237,867.429   315,125.363   MT  0.99998387   +0 04 55.6
 LX6942;SPC CT       -   780,403.39  1,033,873.80   sFT  0.99998387   +0 04 55.6
 LX6942;UTM  18      - 4,608,402.574   697,821.456   MT  1.00008160   +1 34 36.0
 LX6942
 LX6942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6942!SPC CT       -   1.00000421  x   0.99998387  =   0.99998808
 LX6942!UTM  18      -   1.00000421  x   1.00008160  =   1.00008581
 LX6942
 LX6942:                Primary Azimuth Mark                     Grid Az
 LX6942:SPC CT       -  STRICKLAND                               087 28 17.4
 LX6942:UTM  18      -  STRICKLAND                               085 58 37.0
 LX6942
 LX6942|---------------------------------------------------------------------|
 LX6942| PID    Reference Object                     Distance      Geod. Az  |
 LX6942|                                                           dddmmss.s |
 LX6942| LX6832 STRICKLAND                          APPROX. 2.7 KM 0873313.0 |
 LX6942| LX6837 PORTLAND ROSE HILL SCH CUPOLA       APPROX. 2.4 KM 0971448.8 |
 LX6942| CZ7092 BOWERS RM 1                          67.416 METERS 25026     |
 LX6942| CZ7093 BOWERS RM 2                          99.030 METERS 28648     |
 LX6942|---------------------------------------------------------------------|
 LX6942
 LX6942                          SUPERSEDED SURVEY CONTROL
 LX6942
 LX6942  NAD 83(1992)-  41 36 10.19970(N)    072 37 34.12708(W) AD(       ) 3
 LX6942  NAD 83(1986)-  41 36 10.20161(N)    072 37 34.12900(W) AD(       ) 3
 LX6942  NAD 27      -  41 36 09.83700(N)    072 37 35.80100(W) AD(       ) 3
 LX6942
 LX6942.Superseded values are not recommended for survey control.
 LX6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6942.See file dsdata.txt to determine how the superseded data were derived.
 LX6942
 LX6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9782108403(NAD 83)
 LX6942_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6942+STABILITY: SURFACE MOTION
 LX6942
 LX6942  HISTORY     - Date     Condition        Report By
 LX6942  HISTORY     - 1935     MONUMENTED       CGS
 LX6942  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6942
 LX6942                          STATION DESCRIPTION
 LX6942
 LX6942'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6942'THE STATION IS REACHED FROM THE RAILROAD CROSSING ON ROUTE 9 IN
 LX6942'CROMWELL, TURN EASTERLY ON THE FIRST ROAD N OF THE RAILROAD AND
 LX6942'GO TO THE DOCK, TURN N AND GO 1.1 MILES ON THE MEADOW ROAD TO
 LX6942'THE STATION WHICH IS BETWEEN THE ROAD AND THE RIVER AND ON THE
 LX6942'PROPERTY OF CORNELIA BOWERS.  THE STATION IS MARKED BY A STANDARD
 LX6942'DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST SET
 LX6942'FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK IS A STANDARD DISK
 LX6942'SET IN AN IRREGULAR MASS OF CONCRETE.
 LX6942'
 LX6942'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6942'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX6942'
 LX6942'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF A 12-
 LX6942'BY 12- BY 30-INCH CONCRETE POST ON THE WESTERLY SIDE OF THE ROAD
 LX6942'JUST N OF A CLUMP OF FOUR ELM TREES, WHICH ARE AT THE EASTERLY
 LX6942'END OF AN OLD FENCE S 80 DEG W.  REFERENCE MARK NO.2 IS A STANDARD
 LX6942'DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST ON
 LX6942'THE SAME FENCE LINE TO THE WESTERLY OF REFERENCE MARK NO.1 AND
 LX6942'IS NEAR A SMALL TREE.  IT BEARS S 60 DEG E.
 LX6942'
 LX6942'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6942
 LX6942                          STATION RECOVERY (1948)
 LX6942
 LX6942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6942'THIS STATION IS BEST REACHED FROM THE RAILROAD CROSSING ON ROUTE
 LX6942'NO. 9 IN CROMWELL.  TURN TOWARD THE RIVER ON THE FIRST STREET NE
 LX6942'OF THE RAILROAD CROSSING, FOLLOW IT TO THE OLD CROMWELL
 LX6942'DOCK.  TURN LEFT AND GO 1.1 MILES ALONG A MEADOW ROAD TO THE
 LX6942'STATION SITE.  FROM THIS POINT, THE STATION IS 54 FEET FROM THE
 LX6942'CENTER LINE OF THE ROAD TOWARD THE RIVER.  THE STATION IS 230
 LX6942'FEET UPSTREAM FROM A CLUMP OF FOUR ELM TREES WHICH ARE
 LX6942'STANDING ON THE S SIDE OF THE ROAD, W OF THE STATION.
 LX6942'
 LX6942'STATION IS A BRONZE DISK SET IN A CONCRETE BLOCK PROJECTING 4
 LX6942'INCHES ABOVE GROUND.
 LX6942'
 LX6942'REFERENCE MARKS 1 AND 2 COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6566 ***********************************************************************
 LX6566  DESIGNATION -  BOWEYNS
 LX6566  PID         -  LX6566
 LX6566  STATE/COUNTY-  CT/HARTFORD
 LX6566  USGS QUAD   -  BROAD BROOK (1984)
 LX6566
 LX6566                         *CURRENT SURVEY CONTROL
 LX6566  ___________________________________________________________________
 LX6566* NAD 83(1996)-  41 55 34.78322(N)    072 36 15.84119(W)     ADJUSTED  
 LX6566* NAVD 88     -        60.4    (meters)     198.     (feet)  VERTCON   
 LX6566  ___________________________________________________________________
 LX6566  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX6566  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX6566
 LX6566  HORZ ORDER  -  FIRST
 LX6566
 LX6566.The horizontal coordinates were established by classical geodetic methods
 LX6566.and adjusted by the National Geodetic Survey in August 1998..
 LX6566
 LX6566.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6566
 LX6566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6566
 LX6566.The geoid height was determined by GEOID03.
 LX6566
 LX6566;                    North         East     Units Scale Factor Converg.
 LX6566;SPC CT       -   273,800.138   316,877.631   MT  1.00000659   +0 05 47.5
 LX6566;SPC CT       -   898,292.62  1,039,622.69   sFT  1.00000659   +0 05 47.5
 LX6566;UTM  18      - 4,644,372.106   698,632.847   MT  1.00008552   +1 36 04.3
 LX6566
 LX6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6566!SPC CT       -   0.99999511  x   1.00000659  =   1.00000170
 LX6566!UTM  18      -   0.99999511  x   1.00008552  =   1.00008063
 LX6566
 LX6566:                Primary Azimuth Mark                     Grid Az
 LX6566:SPC CT       -  VAIL                                     007 52 15.9
 LX6566:UTM  18      -  VAIL                                     006 21 59.1
 LX6566
 LX6566|---------------------------------------------------------------------|
 LX6566| PID    Reference Object                     Distance      Geod. Az  |
 LX6566|                                                           dddmmss.s |
 LX6566| LX6550 VAIL                                APPROX. 6.7 KM 0075803.4 |
 LX6566| LX6564 ENFIELD ENFIELD STREET TANK         APPROX. 7.0 KM 0083251.5 |
 LX6566| LX6560 BROAD BROOK WATER TANK              APPROX. 5.3 KM 0993248.8 |
 LX6566| CZ7094 BOWEYNS RM 1                         27.758 METERS 16931     |
 LX6566| LX6567 PROSPECT HILL STANDPIPE              28.248 METERS 22627     |
 LX6566| CZ7095 BOWEYNS RM 2                         24.963 METERS 25040     |
 LX6566| LX6720 WINDSOR LOCKS ELM ST TK             APPROX. 3.6 KM 2704947.5 |
 LX6566| LX6717 WINDSOR LOCKS MILDRED ST TK         APPROX. 3.2 KM 3070139.5 |
 LX6566|---------------------------------------------------------------------|
 LX6566
 LX6566                          SUPERSEDED SURVEY CONTROL
 LX6566
 LX6566  NAD 83(1996)-  41 55 34.78306(N)    072 36 15.84127(W) AD(       ) 1
 LX6566  NAD 83(1992)-  41 55 34.78352(N)    072 36 15.84179(W) AD(       ) 1
 LX6566  NAD 83(1992)-  41 55 34.78396(N)    072 36 15.84220(W) AD(       ) 1
 LX6566  NAD 83(1986)-  41 55 34.78489(N)    072 36 15.84270(W) AD(       ) 1
 LX6566  NAD 27      -  41 55 34.43308(N)    072 36 17.52558(W) AD(       ) 1
 LX6566  NGVD 29 (07/19/86)   60.6    (m)          199.     (f) VERT ANG       
 LX6566
 LX6566.Superseded values are not recommended for survey control.
 LX6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6566.See file dsdata.txt to determine how the superseded data were derived.
 LX6566
 LX6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9863344372(NAD 83)
 LX6566_MARKER: DS = TRIANGULATION STATION DISK
 LX6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6566+STABILITY: SURFACE MOTION
 LX6566
 LX6566  HISTORY     - Date     Condition        Report By
 LX6566  HISTORY     - 1979     MONUMENTED       NGS
 LX6566
 LX6566                          STATION DESCRIPTION
 LX6566
 LX6566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6566'THE STATION IS LOCATED 4-1/2 MILES SOUTH OF ENFIELD, 3 MILES
 LX6566'WEST-NORTHWEST OF BROAD BROOK, 3/4 MILE EAST OF
 LX6566'WAREHOUSE POINT AND ON PROPERTY OWNED THE CONNECTICUT WATER
 LX6566'COMPANY.  PERMISSION WAS GRANTED BY MR. GUS TARNOWICZ, MANAGER,
 LX6566'140 WAREHOUSE POINT, WAREHOUSE POINT, CONNECTICUT.  PHONE
 LX6566'NUMBER 623-5344.
 LX6566'
 LX6566'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5 AND
 LX6566'STATE HIGHWAY 140, ABOUT 1 MILE EAST OF WAREHOUSE POINT AND ABOUT
 LX6566'0.15 MILE EAST OF INTERSTATE HIGHWAY 91, GO SOUTH ON U.S. HIGHWAY
 LX6566'5 FOR 0.3 MILE TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 LX6566'EAST ON THE NARROW PAVED ROAD FOR 0.1 MILE TO A LOCKED METAL
 LX6566'GATE AND THE STATION AS DESCRIBED, INSIDE THE FENCED IN AREA
 LX6566'THAT SURROUNDS THE LARGE STANDPIPE.
 LX6566'
 LX6566'THE STATION IS A STANDARD NGS DISK
 LX6566'STAMPED---BOWEYNS 1979---,
 LX6566'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6566'FLUSH WITH GROUND.  IT IS LOCATED
 LX6566'80 FEET EAST FROM A FIRE HYDRANT
 LX6566'37 FEET SOUTHWEST FROM THE NORTHEAST CORNER OF THE WIRE FENCE AND
 LX6566'25.6 FEET WEST-NORTHWEST FROM A METAL WITNESS POST
 LX6566'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6566'STAMPED---BOWEYNS 1979---,
 LX6566'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6566'
 LX6566'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6566'STAMPED---BOWEYNS NO 1 1979---,
 LX6566'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6566'FLUSH WITH GROUND.  IT IS LOCATED
 LX6566'81.5 FEET NORTH FROM THE SOUTHEAST CORNER OF THE WIRE FENCE,
 LX6566'55.9 FEET EAST FROM THE SOUTHEAST SIDE OF THE STANDPIPE AND
 LX6566'8.8 FEET WEST FROM THE WIRE FENCE.
 LX6566'MARK IS ABOVE STATION 0.3 METERS.
 LX6566'
 LX6566'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6566'STAMPED---BOWEYNS NO 2 1979---,
 LX6566'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB NEXT TO THE
 LX6566'STANDPIPE AND 3.4 METERS LARGEST DIMENSION.
 LX6566'IT IS LOCATED
 LX6566'66 FEET SOUTHEAST FROM THE CENTER OF THE METAL GATE,
 LX6566'21 FEET SOUTH FROM THE FIRE HYDRANT,
 LX6566'5.5 FEET NORTH FROM THE NORTH EDGE OF THE STANDPIPE AND
 LX6566'1.2 FEET WEST FROM THE EAST EDGE OF THE CONCRETE SLAB.
 LX6566'MARK IS ABOVE STATION 1.5 METERS.
 LX6566'
 LX6566'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THE LARGE
 LX6566'STANDPIPE IS ON LINE.
 LX6566'
 LX6566'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX6566'
 LX6566'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6566'
 LX6566'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4999 ***********************************************************************
 LX4999  DESIGNATION -  BOX HILL RESET
 LX4999  PID         -  LX4999
 LX4999  STATE/COUNTY-  CT/TOLLAND
 LX4999  USGS QUAD   -  ROCKVILLE (1984)
 LX4999
 LX4999                         *CURRENT SURVEY CONTROL
 LX4999  ___________________________________________________________________
 LX4999* NAD 83(1996)-  41 47 59.65932(N)    072 27 19.79292(W)     ADJUSTED  
 LX4999* NAVD 88     -       260.2    (meters)     854.     (feet)  VERTCON   
 LX4999  ___________________________________________________________________
 LX4999  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 LX4999  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX4999
 LX4999  HORZ ORDER  -  FIRST
 LX4999
 LX4999.The horizontal coordinates were established by classical geodetic methods
 LX4999.and adjusted by the National Geodetic Survey in August 1998..
 LX4999
 LX4999.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4999
 LX4999.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4999
 LX4999.The geoid height was determined by GEOID03.
 LX4999
 LX4999;                    North         East     Units Scale Factor Converg.
 LX4999;SPC CT       -   259,789.759   329,276.416   MT  0.99999391   +0 11 43.0
 LX4999;SPC CT       -   852,326.90  1,080,301.04   sFT  0.99999391   +0 11 43.0
 LX4999;UTM  18      - 4,630,690.160   711,396.359   MT  1.00014994   +1 41 47.8
 LX4999
 LX4999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4999!SPC CT       -   0.99996381  x   0.99999391  =   0.99995772
 LX4999!UTM  18      -   0.99996381  x   1.00014994  =   1.00011375
 LX4999
 LX4999|---------------------------------------------------------------------|
 LX4999| PID    Reference Object                     Distance      Geod. Az  |
 LX4999|                                                           dddmmss.s |
 LX4999| CZ7099 BOX HILL RM 4                        91.911 METERS 01829     |
 LX4999| CZ7096 BOX HILL RM 1                        19.356 METERS 03414     |
 LX4999| LX4703 BALD HILL RM 3                      APPROX.28.8 KM 0474303.8 |
 LX4999| CZ7097 BOX HILL RM 2                        11.790 METERS 20131     |
 LX4999| LX6588 S MANCHESTER CHENEY BROS STACK      APPROX. 7.0 KM 2383836.0 |
 LX4999| LX6589 S MANCHESTER CENTER CH SPIRE        APPROX. 6.1 KM 2442017.3 |
 LX4999| LX6585 WICKHAM                             APPROX.11.1 KM 2564039.3 |
 LX4999| CZ7098 BOX HILL RM 3                        26.319 METERS 27227     |
 LX4999| LX5000 VERNON CONG CHURCH SPIRE            APPROX. 4.4 KM 3473252.0 |
 LX4999| LX5038 ELLINGTON CONG CHURCH SPIRE         APPROX.11.6 KM 3541400.1 |
 LX4999|---------------------------------------------------------------------|
 LX4999
 LX4999                          SUPERSEDED SURVEY CONTROL
 LX4999
 LX4999  NAD 83(1996)-  41 47 59.65893(N)    072 27 19.79298(W) AD(       ) 1
 LX4999  NAD 83(1992)-  41 47 59.65918(N)    072 27 19.79317(W) AD(       ) 1
 LX4999  NAD 83(1992)-  41 47 59.66006(N)    072 27 19.79406(W) AD(       ) 1
 LX4999  NAD 83(1986)-  41 47 59.66066(N)    072 27 19.79398(W) AD(       ) 1
 LX4999  NAD 27      -  41 47 59.30500(N)    072 27 21.49100(W) AD(       ) 1
 LX4999  NGVD 29 (07/19/86)  260.4    (m)          854.     (f) VERT ANG       
 LX4999
 LX4999.Superseded values are not recommended for survey control.
 LX4999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4999.See file dsdata.txt to determine how the superseded data were derived.
 LX4999
 LX4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1139630690(NAD 83)
 LX4999_MARKER: H = DRILL HOLE
 LX4999_SETTING: 80 = SET IN A BOULDER
 LX4999_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4999
 LX4999  HISTORY     - Date     Condition        Report By
 LX4999  HISTORY     - 1861     MONUMENTED       COASUR
 LX4999  HISTORY     - 1891     GOOD             CGS
 LX4999  HISTORY     - 1936     SEE DESCRIPTION  CTGS
 LX4999  HISTORY     - 1958     SEE DESCRIPTION  CTDT
 LX4999  HISTORY     - 1961     GOOD             CGS
 LX4999  HISTORY     - 1971     GOOD             CTGS
 LX4999  HISTORY     - 1973     GOOD             NGS
 LX4999  HISTORY     - 1978     GOOD             NGS
 LX4999  HISTORY     - 1985     GOOD             USPSQD
 LX4999
 LX4999                          STATION DESCRIPTION
 LX4999
 LX4999'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX4999'IN THE TOWN OF BOLTON, ON ABOUT THE HIGHEST POINT OF HILL.  MARKED
 LX4999'BY A DRILL HOLE AND COPPER BOLT IN ROCK.  THE ROCK ON WHICH THE
 LX4999'STATION STANDS CROPS OUT IN A RIDGE ABOUT 5 FEET IN WIDTH AND
 LX4999'40 OR 50 FEET IN LENGTH.  ALL ROCK IN THE NEIGHBORHOOD IS
 LX4999'COVERED WITH SOIL AND A SCRUBBY GROWTH OF TREES.  ABOUT 60 FEET
 LX4999'FROM THE STATION AND A LITTLE TO THE LEFT OF THE LINE TO BALD
 LX4999'HILL THERE IS QUITE A TALL WHITE PINE TREE WITH POLE FASTENED
 LX4999'IN IT.  IN 1875 THE STATION WAS VISITED AND A TRIPOD SIGNAL
 LX4999'ERECTED OVER IT.  A FEW DAYS LATER THE SIGNAL WAS PULLED DOWN
 LX4999'BY SOME EVILLY DISPOSED PERSON AND THE COPPER BOLT DUG FROM
 LX4999'THE ROCK WITH CHISEL OR PICK.  THE BOTTOM OF THE HOLE WAS STILL
 LX4999'PLAINLY MARKED, SO IT WAS ACCEPTED AS THE STATION, DRILLED
 LX4999'DEEPER AND MOLTEN LEAD POURED INTO IT.  THREE OTHER HOLES
 LX4999'WERE DRILLED IN THE LEDGE, EACH TWO FEET FROM THE STATION,
 LX4999'FORMING AN EQUILATERAL TRIANGLE ABOUT IT.  ONE OF THESE
 LX4999'HOLES WAS TOWARD TALCOTT MOUNTAIN.  IN THE BOTTOM OF IT
 LX4999'WAS PLACED A PENNY OF DATE 1859.  IN THE HOLE TO THE NORTHWARD WAS
 LX4999'PLACED A PENNY OF 1873.  AND IN THE HOLE TO SOUTHWARD A
 LX4999'PENNY OF 1860.  THE HOLES WERE THEN FILLED WITH MOLTEN
 LX4999'LEAD.  THE HOLES WERE CONNECTED WITH A CIRCLE DRILLED AROUND
 LX4999'THE TRIANGULATION STATION AS A CENTER.  IN 1891 W.C. HODGKINS
 LX4999'REPORTED THE STATION RECOVERED WITHOUT DIFFICULTY, BUT THAT THE
 LX4999'SURFACE MARKS HAD BEEN BADLY DEFACED BY VISITORS.
 LX4999
 LX4999                          STATION RECOVERY (1936)
 LX4999
 LX4999'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4999'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED, AND AS
 LX4999'DESCRIBED BY T.J.M., 1935.  THE STATION IS ON THE HIGHEST POINT,
 LX4999'ON A HILL KNOWN AS BOX HILL, IN THE TOWN OF BOLTON.  BY AIRLINE,
 LX4999'THE STATION IS ABOUT 1-1/4 MILES SOUTHWEST OF ROCKVILLE AND 1
 LX4999'MILE NORTHWEST OF BOLTON NOTCH (CORRECTING
 LX4999'T.J.M. 1935).  THE ROCK LEDGE ON WHICH THE STATION STANDS IS 60
 LX4999'TO 70 FEET IN LENGTH AND 15 TO 20 FEET IN WIDTH (CORRECTING
 LX4999'ORIGINAL DESCRIPTION).  THE STATION MARK AND THE THREE DRILL
 LX4999'HOLES WERE FOUND IN GOOD CONDITION, AS WELL AS THE CHISELED
 LX4999'TRIANGLE AND CIRCLE (AS STATED BY T.J.M. 1935).  THE LEAD IN
 LX4999'THE STATION HOLE WAS REPLACED BY A STANDARD DISK, STAMPED
 LX4999'1861, 1936-BOX HILL.  THREE NEW REFERENCE MARKS WERE ALSO
 LX4999'SET.
 LX4999'
 LX4999'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6
 LX4999'AND MAIN ST. IN SOUTH MANCHESTER, GO EAST ON U.S. HIGHWAY 6 FOR
 LX4999'3.2 MILES TO DIRT ROAD ON THE RIGHT AT CREST OF GRADE OPPOSITE
 LX4999'A GRAY SHINGLED HOUSE (WHICH IS 0.2 MILE WEST OF YE OLD NEW
 LX4999'ENGLAND HOUSE).  JUST WEST OF THE GRAY SHINGLED HOUSE, TURN LEFT
 LX4999'INTO THE DRIVEWAY THAT LEADS TO A NEW RED BRICK HOUSE.  DO NOT
 LX4999'FOLLOW THIS DRIVEWAY, BUT CONTINUE STRAIGHT (AT RIGHT ANGLES TO
 LX4999'U.S. HIGHWAY 6) ON DIM ROAD OVERGROWN WITH GRASS.  PROCEED ON
 LX4999'THIS DIM ROAD 0.1 MILE TO Y AT A DRAW BAR GATE.  BEAR LEFT ON
 LX4999'OLD ROAD AND CONTINUE 0.7 MILE UPGRADE TO DIM Y.  BEAR RIGHT AND
 LX4999'GO 0.2 MILE TO ANOTHER Y (BLAZED TRIANGLE IN 6-INCH OAK ON
 LX4999'LEFT).  BEAR LEFT AND GO 0.3 MILE TO ANOTHER BLAZED TRIANGLE IN A
 LX4999'6-INCH OAK ON LEFT.  THE STATION IS ABOUT 90 FEET LEFT
 LX4999'(WEST) OF THIS 6-INCH OAK.
 LX4999'
 LX4999'STATION MARK IS A STANDARD BRNZE DISK WEDGED IN DRILL HOLE IN
 LX4999'OUTCROPPING BEDROCK SURROUNDED BY TRIANGLE AND CIRCLE CHISELED
 LX4999'IN ROCK.  REFERENCE MARKS ARE STANDARD DISKS
 LX4999'IN OUTCROPPING BEDROCK.
 LX4999'
 LX4999'REFERENCE MARK NO. 1 IS 63.51 FEET NORTH OF THE STATION, AND
 LX4999'ON THE SAME LEDGE THE STATION STANDS ON.  REFERENCE MARK NO. 2
 LX4999'IS 38.78 FEET SOUTH OF THE STATION, IN LEDGE 5 TO 10 FEET SOUTH
 LX4999'OF THE LEDGE THE STATION STANDS ON.  REFERENCE MARK NO. 3 IS
 LX4999'86.52 FEET WEST OF THE STATION.
 LX4999'
 LX4999'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LX4999
 LX4999                          STATION RECOVERY (1958)
 LX4999
 LX4999'RECOVERY NOTE BY CT DEPT OF TRANSP 1958
 LX4999'THE STATION MARK DISK WAS FOUND LOOSE IN THE HOLE.  A NEW
 LX4999'STATION MARK DISK STAMPED BOX HILL 1861-1936-1958 WAS SET IN
 LX4999'THE ORIGINAL DRILL HOLE.
 LX4999'
 LX4999'FOUR 1/4-INCH DRILL HOLES WERE SET AS WITNESS POINTS AT
 LX4999'APPROXIMATELY RIGHT ANGLES TO THE STATION MARK.  THE DISTANCES
 LX4999'TO THE DRILL HOLES ARE AS FOLLOWS--CLOCKWISE FROM R.M. 1--
 LX4999'
 LX4999'DRILL HOLE ON LINE FROM STATION TO R.M. 1 IS 3.635 FEET.  2.64
 LX4999'FEET.  3.50 FEET AND 2.525 FEET.
 LX4999'
 LX4999'STATION DISK STAMPED BOX HILL 1861-1936 RETURNED TO WASH. OFFICE.
 LX4999
 LX4999                          STATION RECOVERY (1961)
 LX4999
 LX4999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LX4999'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LX4999'GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 LX4999'
 LX4999'TO REACH FROM U.S. POST OFFICE IN MANCHESTER, CONNECTICUT GO
 LX4999'EAST ON U.S. HIGHWAY 6 FOR 2.4 MILES TO LAKE STREET, TURN LEFT
 LX4999'ON LAKE STREET AND GO 2.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 LX4999'AND GO 1.1 MILES TO END OF ROAD AND A TURN-AROUND.  FROM HERE
 LX4999'WALK SOUTH THROUGH THE TREES 175 FEET TO THE STATION.
 LX4999
 LX4999                          STATION RECOVERY (1971)
 LX4999
 LX4999'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX4999'THE STATION AND RMS WERE FOUND IN GOOD CONDITION.  TO REACH
 LX4999'THE STATION FROM BOLTON AT THE INTERSECTION OF ROUTE 85 (BOLTON
 LX4999'CENTER RD.) AND ROUTE 84 GO NORTHWEST ON ROUTE 85 FOR 0.4 MILE
 LX4999'TO THE INTERSECTION OF ROUTE 6 AND 44A, CONTINUE STRAIGHT ON
 LX4999'CIDER MILL RD. FOR 0.6 MILE TO A SHARP RIGHT WHERE THE ROAD
 LX4999'CHANGES TO LAKE STREET, GO STRAIGHT FOR 1.3 MILE PAST
 LX4999'BOLTON-VERNON TOWN LINE TO BOX MOUNTAIN DR., TURN RIGHT, EAST AND
 LX4999'GO 1.4 MILE TO CUL-DE-SAC, AND THE STATION IS 180 FEET
 LX4999'SOUTHWEST OF THE END OF THE ROAD.  STATION IS STAMPED BOX HILL
 LX4999'1861 1936 1958.
 LX4999'
 LX4999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4999'BOLTON.
 LX4999
 LX4999                          STATION RECOVERY (1973)
 LX4999
 LX4999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX4999'STATION MARK, REFERENCE MARKS 1,2 AND 3 WERE RECOVERED AND FOUND
 LX4999'IN GOOD CONDITION, AS DESCRIBED BY C.J.T. IN 1936.  A SLIGHT
 LX4999'DIFFERENCE WAS FOUND IN DISTANCE AND DIRECTION.  A COMPLETE NEW
 LX4999'DESCRIPTION FOLLOWS--
 LX4999'
 LX4999'THE STATION IS LOCATED ABOUT 10 MILES EAST OF HARTFORD, 4 MILES
 LX4999'SOUTH-SOUTHWEST OF ROCKVILLE AND 2 MILES NORTHEAST OF
 LX4999'MANCHESTER.  IT IS NEAR THE SETTLEMENT KNOWN AS BOLTON NOTCH AND
 LX4999'ON TOP OF A ROCK LEDGE THAT IS ABOUT 70 FEET LONG AND ABOUT 20
 LX4999'FEET WIDE.  IT IS ON PROPERTY NOW OWNED BY MR. WAYNE E. ENGLAND,
 LX4999'81 TIMBERBROOK DRIVE, VERNON, CONNECTICUT.  PHONE NUMBER
 LX4999'875-2241.
 LX4999'
 LX4999'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX4999'STATE HIGHWAY 85 IN MANCHESTER, GO NORTHWESTERLY ON U.S. HIGHWAY
 LX4999'6 AND CEDAR MILL ROAD FOR 0.6 MILE TO LAKE STREET ON THE
 LX4999'RIGHT.  TURN RIGHT AND GO NORTHERLY FOLLOWING LAKE STREET FOR 1.2
 LX4999'MILES TO BOX MOUNTAIN DRIVE ON THE RIGHT.  TURN RIGHT AND GO EAST
 LX4999'AND SOUTH FOLLOWING BOX MOUNTAIN DRIVE FOR 1.3 MILES TO THE END
 LX4999'OF ROAD AND THE STATION 180 FEET SOUTH OF THE END OF ROAD.
 LX4999'
 LX4999'STATION MARK A STANDARD DISK STAMPED BOX HILL 1861-1936-1958.  THE
 LX4999'DISK IS CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK SURROUNDED
 LX4999'BY TRIANGLE AND CIRCLE CHISLED IN ROCK.  IT IS
 LX4999'180 FEET SOUTH OF THE END OF SURFACED ROAD, 24 FEET NORTH OF A
 LX4999'9 INCH OAK TREE AND 17 FEET SOUTH OF A 12 INCH OAK TREE.
 LX4999'
 LX4999'REFERENCE MARK 1, A STANDARD DISK STAMPED BOX HILL 1936 NO 1,
 LX4999'DISK CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 LX4999'IS 10 FEET EAST-SOUTHEAST OF 2 5 INCH OAK TREES AND 5.5 FEET
 LX4999'WEST OF A 5 INCH OAK TREE.
 LX4999'
 LX4999'REFERENCE MARK 2, A STANDARD DISK STAMPED BOX HILL 1936 NO 2,
 LX4999'DISK CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 LX4999'IS 22 FEET WEST-SOUTHWEST OF A 9 INCH OAK TREE AND 4.8 FEET
 LX4999'NORTHEAST OF A 5 INCH BIRCH TREE.
 LX4999'
 LX4999'REFERENCE MARK 3, A STANDARD DISK STAMPED BOX HILL 1936 NO 3,
 LX4999'DISK CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
 LX4999'IT IS 23 FEET SOUTH-SOUTHWEST OF TWO 8 INCH OAK TREES
 LX4999'GROWING TOGETHER, 11.5 FEET NORTH-NORTHEAST OF AN 8 INCH OAK TREE.
 LX4999'
 LX4999'NO SUITABLE PLACE WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 LX4999'
 LX4999'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 LX4999'
 LX4999'HEIGHT OF LIGHT ABOVE STATION MARK 62 FEET.
 LX4999'
 LX4999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4999'2 MILES NORTHEAST OF MANCHESTER.
 LX4999
 LX4999                          STATION RECOVERY (1978)
 LX4999
 LX4999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4999'REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN GOOD CONDITION,
 LX4999'THE STATION DISK HAD BEEN REMOVED, HOWEVER, THE SHANK
 LX4999'OF THE DISK REMAINED IN THE DRILL HOLE.  THE CENTER OF
 LX4999'THE SHANK WAS HELD IN POSITION AND A NEW STATION DISK WAS
 LX4999'CEMENTED IN THE DRILL HOLE.
 LX4999'THE DIRECTION BETWEEN REFERENCE MARK 2 AND REFERENCE MARK 3
 LX4999'CHECKED THE 1973 DATA, BUT THE DIRECTION FROM REFERENCE
 LX4999'MARK 1 TO REFERENCE MARK 2 WAS MORE BY 02 MINUTES AND 28.92
 LX4999'SECONDS AND THE DIRECTION FROM REFERENCE MARK 1 TO REFERENCE
 LX4999'MARK 3 WAS MORE BY 03 MINUTES AND 35.28 SECONDS. THE
 LX4999'DISTANCE TO REFERENCE MARK 1 CHECKED THE
 LX4999'1973 DATA BUT THE DISTANCE TO REFERENCE
 LX4999'MARK 2 WAS SHORTER BY 0.020 METERS AND THE
 LX4999'DISTANCE TO REFERENCE MARK 3 WAS SHORTER BY 0.026
 LX4999'METERS. REFERENCE MARK 4 WAS ALSO SET AT THIS TIME. FOLLOWING
 LX4999'IS A NEW DESCRIPTION.
 LX4999'
 LX4999'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE CENTER
 LX4999'OF MANCHESTER, 4-1/2 MILES SOUTH OF ROCKVILLE AND 3/4 MILE
 LX4999'NORTHWEST OF BOLTON NOTCH. IT IS ON PROPERTY OWNED BY
 LX4999'MR. WAYNE E. ENGLAND WHOSE ADDRESS IS
 LX4999'81 TIMBERBROOK DRIVE, VERNON CONNECTICUT, PHONE
 LX4999'NUMBER 875-2241.
 LX4999'
 LX4999'TO REACH THE STAION FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND
 LX4999'AND CIDER MILL ROAD, WHICH IS ABOUT 1-1/4 MILES WEST OF THE
 LX4999'SMALL COMMUNITY OF BOLTON NOTCH. GO NORTH ON CIDER MILL ROAD
 LX4999'FOR 0.6 MILE TO A T-ROAD. TURN RIGHT AND GO NORTH-NORTHEAST ON
 LX4999'LAKE STREET FOR 1.2 MILES
 LX4999'TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EAST ON
 LX4999'BOX MOUNTAIN DRIVE FOR 1.35 MILES TO REFERENCE MARK 4 ON THE
 LX4999'LEFT AND THE END OF THE PAVED ROAD AT A TURN AROUND AREA.
 LX4999'CONTINUE AHEAD SOUTHERLY ON A TRACK ROAD FOR 0.05 MILE TO THE
 LX4999'STATION AND THE END OF THE TRACK ROAD.
 LX4999'
 LX4999'THE STATION MARK, STAMPED---BOX HILL 1861 1936 1958 1978---,
 LX4999'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 LX4999'THAT
 LX4999'IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL ROD
 LX4999'DRIVEN NEXT TO THE MONUMENT.  IT IS 29.5 FEET NORTHEAST OF
 LX4999'AN 8-INCH OAK TREE, 24.5 FEET WEST OF A 10-INCH OAK TREE, AND
 LX4999'17.5 FEET SOUTH-SOUTHEAST OF AN 8-INCH OAK TREE WITH A WITNESS
 LX4999'SIGN ATTACHED.
 LX4999'
 LX4999'REFERENCE MARK 1, STAMPED---BOX HILL 1936 NO 1---, IS A
 LX4999'STANDARD
 LX4999'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH
 LX4999'THE GROUND SURFACE. IT IS 23 FEET EAST-NORTHEAST OF AN 8-INCH
 LX4999'OAK TREE, 21 FEET NORTH-NORTHEAST OF A 6-INCH TWIN-TRUNK OAK
 LX4999'TREE AND 6.2 FEET WEST-SOUTHWEST OF A 6-INCH OAK TREE.
 LX4999'
 LX4999'REFERENCE MARK 2, STAMPED---BOX HILL 1936 NO 2---, IS A
 LX4999'STANDARD DISK
 LX4999'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 LX4999'ABOUT 2 INCHES ABOVE THE GROUND SURFACE. IS 19 FEET SOUTH OF
 LX4999'AN 8-INCH OAK TREE, 13.3 FEET NORTH OF AN 8-INCH OAK TREE
 LX4999'AND 4.5 FEET EAST-NORHTEAST OF A 6-INCH ASH TREE.
 LX4999'
 LX4999'REFERENCE MARK 3, STAMPED---BOX HILL 1936 NO 3---, IS A
 LX4999'STANDARD DISK
 LX4999'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND PROJECTS
 LX4999'8 INCHES ABOVE THE GROUND SURFACE. IT IS 24 FEET WEST OF AN
 LX4999'8-INCH OAK TREE, 11.5 FEET NORTH-NORTHEAST OF AN 8-INCH OAK
 LX4999'TREE AND 9 FEET SOUTHEAST OF AN 8-INCH OAK TREE.
 LX4999'
 LX4999'REFERENCE MARK 4, STAMPED---BOX HILL 1861 1936 1958 NO 4
 LX4999'1978---, IS
 LX4999'A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX4999'CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE
 LX4999'GROUND SURFACE. IT IS 43 FEET NORTHEAST OF A TRIPLE-TRUNK OAK
 LX4999'TREE, 18 FEET EAST-NORTHEAST OF THE CENTER OF BOX MOUNTAIN
 LX4999'ROAD AND 2.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 LX4999'
 LX4999'THERE WAS NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 LX4999'
 LX4999'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 14.9 METERS.
 LX4999'
 LX4999'DESCRIBED BY L.D. ACRES.
 LX4999
 LX4999                          STATION RECOVERY (1985)
 LX4999
 LX4999'RECOVERY NOTE BY US POWER SQUADRON 1985 (CH)
 LX4999'BOX HILL, RM 1, RM 2 AND RM 3 ALL GOOD.
 LX4999'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2908 ***********************************************************************
 MZ2908  DESIGNATION -  BRAIN RESET
 MZ2908  PID         -  MZ2908
 MZ2908  STATE/COUNTY-  CT/HARTFORD
 MZ2908  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ2908
 MZ2908                         *CURRENT SURVEY CONTROL
 MZ2908  ___________________________________________________________________
 MZ2908* NAD 83(1996)-  42 01 21.11935(N)    072 33 13.47544(W)     ADJUSTED  
 MZ2908* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 MZ2908  ___________________________________________________________________
 MZ2908  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MZ2908  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MZ2908
 MZ2908  HORZ ORDER  -  THIRD
 MZ2908
 MZ2908.The horizontal coordinates were established by classical geodetic methods
 MZ2908.and adjusted by the National Geodetic Survey in August 1998..
 MZ2908
 MZ2908.The orthometric height was scaled from a topographic map.
 MZ2908
 MZ2908.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2908
 MZ2908.The geoid height was determined by GEOID03.
 MZ2908
 MZ2908;                    North         East     Units Scale Factor Converg.
 MZ2908;SPC CT       -   284,494.259   321,055.202   MT  1.00001950   +0 07 48.5
 MZ2908;SPC CT       -   933,378.25  1,053,328.61   sFT  1.00001950   +0 07 48.5
 MZ2908;SPC MA M     -   864,111.101   112,732.276   MT  0.99996936   -0 42 28.2
 MZ2908;SPC MA M     - 2,835,004.50    369,855.81   sFT  0.99996936   -0 42 28.2
 MZ2908;UTM  18      - 4,655,173.237   702,528.175   MT  1.00010474   +1 38 17.3
 MZ2908
 MZ2908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2908!SPC CT       -   0.99999440  x   1.00001950  =   1.00001390
 MZ2908!SPC MA M     -   0.99999440  x   0.99996936  =   0.99996376
 MZ2908!UTM  18      -   0.99999440  x   1.00010474  =   1.00009914
 MZ2908
 MZ2908:                Primary Azimuth Mark                     Grid Az
 MZ2908:SPC CT       -  LONGMEADOW WEST MUN TANK                 017 07 41.7
 MZ2908:SPC MA M     -  LONGMEADOW WEST MUN TANK                 017 57 58.4
 MZ2908:UTM  18      -  LONGMEADOW WEST MUN TANK                 015 37 12.9
 MZ2908
 MZ2908|---------------------------------------------------------------------|
 MZ2908| PID    Reference Object                     Distance      Geod. Az  |
 MZ2908|                                                           dddmmss.s |
 MZ2908| MZ1761 LONGMEADOW WEST MUN TANK            APPROX. 2.7 KM 0171530.2 |
 MZ2908| MZ1759 EAST LONGMEADOW MUN TANK            APPROX. 4.7 KM 0505151.3 |
 MZ2908| MZ1758 BILTON                              APPROX. 4.2 KM 0712642.5 |
 MZ2908| MZ1757 SOMERS SOMERS CORR TANK             APPROX. 4.5 KM 0972945.5 |
 MZ2908| LX6564 ENFIELD ENFIELD STREET TANK         APPROX. 4.9 KM 2200139.8 |
 MZ2908| DA3095 BRAIN RM 1                           20.894 METERS 25151     |
 MZ2908| MZ1763 BRAINARD ROAD TANK                   22.624 METERS 27820     |
 MZ2908| DA3096 BRAIN RM 2                           21.869 METERS 33926     |
 MZ2908|---------------------------------------------------------------------|
 MZ2908
 MZ2908                          SUPERSEDED SURVEY CONTROL
 MZ2908
 MZ2908  NAD 83(1996)-  42 01 21.11930(N)    072 33 13.47547(W) AD(       ) 3
 MZ2908  NAD 83(1992)-  42 01 21.11995(N)    072 33 13.47624(W) AD(       ) 3
 MZ2908  NAD 83(1992)-  42 01 21.12006(N)    072 33 13.47635(W) AD(       ) 3
 MZ2908  NAD 83(1986)-  42 01 21.12156(N)    072 33 13.47703(W) AD(       ) 3
 MZ2908
 MZ2908.Superseded values are not recommended for survey control.
 MZ2908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2908.See file dsdata.txt to determine how the superseded data were derived.
 MZ2908
 MZ2908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0252855173(NAD 83)
 MZ2908_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2908+STABILITY: SURFACE MOTION
 MZ2908
 MZ2908  HISTORY     - Date     Condition        Report By
 MZ2908  HISTORY     - UNK      MONUMENTED
 MZ2908  HISTORY     - 1984     GOOD             NGS
 MZ2908
 MZ2908                          STATION DESCRIPTION
 MZ2908
 MZ2908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 MZ2908'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MZ2908'CONDITION.  THE STATION MARK HAD TO BE LOWERED DUE TO ANOTHER
 MZ2908'STANDPIPE BEING BUILT TO THE EAST OF THE OLD STANDPIPE.  THE MARK WAS
 MZ2908'LOWERED 3.0 FT AND WILL BE ABOUT 1 FT UNDERGROUND AFTER THE GRADING
 MZ2908'ON THE HILL IS COMPLETE. THERE IS AN ELECTRICAL OUTLET BOX METAL POST
 MZ2908'THAT IS ON LINE TO REFERENCE MARK 2. IT IS A 3-INCH POST
 MZ2908'SO YOU CAN WORK AROUND IT.  THE DISTANCES AND DIRECTIONS TO THE
 MZ2908'REFERNCE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 MZ2908'
 MZ2908'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST OF
 MZ2908'THOMPSONVILLE, 4 KM (2.5 MI) NORTH-NORTHWEST OF HAZARDVILLE, 1.1 KM
 MZ2908'(0.7 MI) SOUTH OF THE CONNECTICUT AND MASSACHUSETTS STATE LINE AND ON
 MZ2908'A HIGH TIMBERED HILL, BETWEEN TWO LARGE STANDPIPES.
 MZ2908'
 MZ2908'OWNERSHIP--CONNECTICUT WATER CO-CONTACT MR GUS TARNOWICZ, 140
 MZ2908'WAREHOUSE POINT, WAREHOUSE POINT, CT, 06088, TELEPHONE (203)
 MZ2908'623-3344.
 MZ2908'
 MZ2908'TO REACH THE STATION FROM THE POST OFFICE, IN HAZARDVILLE, GO EAST ON
 MZ2908'STATE HIGHWAY 190 FOR 0.2 KM (0.1 MI) TO A CROSSROAD.  TURN LEFT AND
 MZ2908'GO NORTH ON STATE HIGHWAY 192 FOR 2.7 KM (1.65 MI) TO THE JUNCTION OF
 MZ2908'STATE HIGHWAY 220.  CONTINUE NORTH ON HIGHWAY 192 FOR 1.5 KM (0.95
 MZ2908'MI) TO A FORK.  KEEP LEFT AND GO NORTHWEST ON BRAINARD ROAD FOR 1.0
 MZ2908'KM (0.6 MI) TO A TRACK ROAD AND METAL GATE ON THE LEFT.  TURN LEFT
 MZ2908'AND GO SOUTHWEST, UPHILL ON THE TRACK ROAD FOR ABOUT 300 FT TO THE
 MZ2908'STATION.
 MZ2908'
 MZ2908'THE STATION IS A STANDARD NGS DISK STAMPED--BRAIN 1979 1984--SET INTO
 MZ2908'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 INCHES) RECCESSED 30 CM
 MZ2908'(12 INCHES) BELOW THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS
 MZ2908'DISK STAMPED--BRAIN 1979--IMBEDDED 1.2 METERS (4.0 FT) BELOW GROUND
 MZ2908'SURFACE.
 MZ2908'THE MARK IS LOCATED 14.6 M (47.8 FT) E OF THE EAST SIDE WATER
 MZ2908'OUTLET OF THE WEST STANDPIPE, 8.5 M (28.0 FT) WNW OF THE WEST SIDE
 MZ2908'WATER OUTLET OF THE EAST STANDPIPE, 2.6 M (8.5 FT) WNW OF A WATER
 MZ2908'HYDRANT, AND 0.3 M (1.0 FT) E OF A CARSONITE WITNESS POST AND SIGN.
 MZ2908'
 MZ2908'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--BRAIN NO 1
 MZ2908'1979--CEMENTED IN A DRILL HOLE IN THE SOUTH CONCRETE BASE FOR THE
 MZ2908'MOST WESTERLY STANDPIPE AND 0.6 METER (2 FT) ABOVE THE STATION.
 MZ2908'THE MARK IS LOCATED 16.6 M (54.4 FT) W OF THE EAST SIDE WATER OUTLET
 MZ2908'OF THE WEST STANDPIPE ON A LINE MEASURED TO THE
 MZ2908'CURVATURE OF THE STANDPIPE.
 MZ2908'
 MZ2908'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED--BRAIN NO 2
 MZ2908'1979--SET INTO THE TOP OF A 30 CM (12 INCHES) ROUND CONCRETE
 MZ2908'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND AND 0.6 METER(2 FT)
 MZ2908'ABOVE THE STATION.
 MZ2908'THE MARK IS LOCATED 14.9 M (49.0 FT) NE OF THE EAST SIDE WATER
 MZ2908'OUTLET OF THE WEST STANDPIPE, 7.5 M (24.5 FT) N OF THE WEST POST
 MZ2908'FOR AN ELECTRICAL OUTLET BOX, 0.4 M (1.4 FT) SSW OF A METAL
 MZ2908'WITNESS POST AND WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7079 ***********************************************************************
 LX7079  DESIGNATION -  BRAINARD
 LX7079  PID         -  LX7079
 LX7079  STATE/COUNTY-  CT/HARTFORD
 LX7079  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7079
 LX7079                         *CURRENT SURVEY CONTROL
 LX7079  ___________________________________________________________________
 LX7079* NAD 83(1996)-  41 44 09.64624(N)    072 39 00.58800(W)     ADJUSTED  
 LX7079* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 LX7079  ___________________________________________________________________
 LX7079  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX7079  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7079
 LX7079  HORZ ORDER  -  SECOND
 LX7079
 LX7079.This mark is at Hartford-Brainard Airport (HFD)
 LX7079
 LX7079.The horizontal coordinates were established by classical geodetic methods
 LX7079.and adjusted by the National Geodetic Survey in August 1998..
 LX7079
 LX7079.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7079
 LX7079.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7079
 LX7079.The geoid height was determined by GEOID03.
 LX7079
 LX7079;                    North         East     Units Scale Factor Converg.
 LX7079;SPC CT       -   252,656.444   313,106.163   MT  0.99998936   +0 03 58.3
 LX7079;SPC CT       -   828,923.68  1,027,249.14   sFT  0.99998936   +0 03 58.3
 LX7079;UTM  18      - 4,623,135.129   695,416.483   MT  1.00006995   +1 33 53.2
 LX7079
 LX7079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7079!SPC CT       -   1.00000395  x   0.99998936  =   0.99999331
 LX7079!UTM  18      -   1.00000395  x   1.00006995  =   1.00007390
 LX7079
 LX7079|---------------------------------------------------------------------|
 LX7079| PID    Reference Object                     Distance      Geod. Az  |
 LX7079|                                                           dddmmss.s |
 LX7079| LX7078 ARP                                  20.741 METERS 00842     |
 LX7079| LX7113 AP STA B2 HFD TPT                   420.826 METERS 1804343.2 |
 LX7079| LX7114 AP STA B2 HFD                       428.383 METERS 1804334.8 |
 LX7079| LX6660 TRAVELERS TOWER                     APPROX. 3.7 KM 3291725.3 |
 LX7079| LX7080 BRAINARD RM 1                        32.095 METERS 32949     |
 LX7079|---------------------------------------------------------------------|
 LX7079
 LX7079                          SUPERSEDED SURVEY CONTROL
 LX7079
 LX7079  NAD 83(1996)-  41 44 09.64584(N)    072 39 00.58812(W) AD(       ) 2
 LX7079  NAD 83(1992)-  41 44 09.64606(N)    072 39 00.58828(W) AD(       ) 2
 LX7079  NAD 83(1992)-  41 44 09.64724(N)    072 39 00.58957(W) AD(       ) 2
 LX7079  NAD 83(1986)-  41 44 09.64755(N)    072 39 00.58968(W) AD(       ) 2
 LX7079  NAD 27      -  41 44 09.28583(N)    072 39 02.25342(W) AD(       ) 2
 LX7079  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 LX7079
 LX7079.Superseded values are not recommended for survey control.
 LX7079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7079.See file dsdata.txt to determine how the superseded data were derived.
 LX7079
 LX7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9541623135(NAD 83)
 LX7079_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7079+STABILITY: SURFACE MOTION
 LX7079
 LX7079  HISTORY     - Date     Condition        Report By
 LX7079  HISTORY     - 1978     MONUMENTED       NGS
 LX7079
 LX7079                          STATION DESCRIPTION
 LX7079
 LX7079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7079'THE STATION IS LOCATED ON THE BRAINARD AIRPORT BETWEEN JULIET
 LX7079'AND ALPHA TAXIWAYS IN HARTFORD, CONNECTICUT.
 LX7079'
 LX7079'A TAPED TRAVERSE CONNECTION WAS MADE TO TOPOGRAPHIC STATION
 LX7079'ARP 1967.  TOPOGRAPHIC STATIONS AP 1971 STA B2 HFD AND AP 1967
 LX7079'STA A WERE TRAVERSED TO USING ELECTRONIC DISTANCE MEASURING
 LX7079'EQUIPMENT.  SEE DESCRIPTIONS THEREOF.
 LX7079'
 LX7079'THE STATION MARKS, ARE STANDARD DISKS STAMPED---BRAINARD
 LX7079'1967---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 LX7079'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LX7079'SURFACE. (A METAL ROD SET IN MONUMENT) IT IS 87 FEET EAST
 LX7079'OF EDGE OF THE JULIET
 LX7079'TAXI LANE, 22.5 FEET WEST OF THE EDGE OF THE ALPHA
 LX7079'TAXI LANE, AND 32 FEET NORTH-NORTHWEST OF A LIGHT STANDARD
 LX7079'WITH A BLUE LIGHT.  THE UNDERGROUND DISK IS SET IN THE
 LX7079'TOP OF AN IRREGULAR MASS OF CONCRETE, 40 INCHES BELOW
 LX7079'THE GROUND SURFACE.
 LX7079'
 LX7079'REFERENCE MARK 1, A STANDARD DISK STAMPED---BRAINARD NO 1
 LX7079'1978---, SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX7079'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS
 LX7079'114 FEET WEST-SOUTHWEST OF A LIGHT STANDARD WITH A BLUE
 LX7079'LIGHT, 89 FEET WEST OF THE EDGE OF ALPHA TAXI LANE, AND
 LX7079'21 FEET EAST OF THE EDGE OF JULIET TAXI LANE.
 LX7079'
 LX7079'ARP 1967 IS A STANDARD TOPOGRAPHIC DISK, STAMPED---ARP
 LX7079'1967---, WHICH IS SET IN TOP OF AN 8-INCH CONCRETE POST
 LX7079'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET NORTH OF
 LX7079'A LIGHT STANDARD WITH A BLUE LIGHT, 96.5 FEET SOUTH OF A
 LX7079'LIGHT STANDARD WITH A BLUE LIGHT, AND 23 FEET EAST OF THE
 LX7079'EDGE OF THE JULIET TAXI LANE.
 LX7079'
 LX7079'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 0.6 METERS.
 LX7079'NO AZIMUTH MARK WAS ESTABLISHED.  AP 1967 STA A WILL SERVE.
 LX7079'
 LX7079'DESCRIBED BY PRESTON C. OSLEY JR. AND CHECKED BY RONALD
 LX7079'L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7021 ***********************************************************************
 LX7021  DESIGNATION -  BRAINARD FIELD BEACON
 LX7021  PID         -  LX7021
 LX7021  STATE/COUNTY-  CT/HARTFORD
 LX7021  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7021
 LX7021                         *CURRENT SURVEY CONTROL
 LX7021  ___________________________________________________________________
 LX7021* NAD 83(1996)-  41 44 44.29062(N)    072 38 53.76198(W)     ADJUSTED  
 LX7021* NAVD 88     -                                                        
 LX7021  ___________________________________________________________________
 LX7021  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LX7021  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX7021
 LX7021  HORZ ORDER  -  THIRD
 LX7021
 LX7021.The horizontal coordinates were established by classical geodetic methods
 LX7021.and adjusted by the National Geodetic Survey in August 1998..
 LX7021
 LX7021
 LX7021.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7021
 LX7021.The geoid height was determined by GEOID03.
 LX7021
 LX7021;                    North         East     Units Scale Factor Converg.
 LX7021;SPC CT       -   253,725.475   313,262.645   MT  0.99998997   +0 04 02.8
 LX7021;SPC CT       -   832,431.00  1,027,762.53   sFT  0.99998997   +0 04 02.8
 LX7021;UTM  18      - 4,624,207.973   695,544.961   MT  1.00007056   +1 33 58.8
 LX7021
 LX7021                          SUPERSEDED SURVEY CONTROL
 LX7021
 LX7021  NAD 83(1996)-  41 44 44.29017(N)    072 38 53.76210(W) AD(       ) 4
 LX7021  NAD 83(1992)-  41 44 44.29041(N)    072 38 53.76229(W) AD(       ) 4
 LX7021  NAD 83(1992)-  41 44 44.29162(N)    072 38 53.76349(W) AD(       ) 4
 LX7021  NAD 83(1986)-  41 44 44.29190(N)    072 38 53.76351(W) AD(       ) 4
 LX7021  NAD 27      -  41 44 43.92000(N)    072 38 55.43000(W) AD(       ) 3
 LX7021
 LX7021.Superseded values are not recommended for survey control.
 LX7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7021.See file dsdata.txt to determine how the superseded data were derived.
 LX7021
 LX7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9554524208(NAD 83)
 LX7021
 LX7021  HISTORY     - Date     Condition        Report By
 LX7021  HISTORY     - 1935     MONUMENTED       CGS
 LX7021  HISTORY     - 1946     SEE DESCRIPTION  CGS
 LX7021
 LX7021                          STATION DESCRIPTION
 LX7021
 LX7021'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7021'THIS IS THE LIGHT MAINTAINED BY THE BUREAU OF AIR COMMERCE,
 LX7021'DEPARTMENT OF COMMERCE, AT BRAINARD FIELD.  THE LIGHT SHOWS A
 LX7021'GREEN FLASH ABOVE A WHITE ROTATING LAMP.  THE STRUCTURE IS
 LX7021'SHORT AND IS ATTACHED TO THE APEX OF THE W GABLE OF THE E HANGAR
 LX7021'AT THE AIRPORT.  THIS HANGAR IS THE ONE NEAREST THE DIKE.
 LX7021'
 LX7021'CENTER IS THE APEX OF THE GREEN LIGHT.
 LX7021
 LX7021                          STATION RECOVERY (1946)
 LX7021
 LX7021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 LX7021'BEACON WHICH WAS ATTACHED TO THE APEX OF THE W GABLE OF THE E
 LX7021'HANGAR AT THE AIRPORT WAS DESTROYED BY FLOOD OF 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1763 ***********************************************************************
 MZ1763  DESIGNATION -  BRAINARD ROAD TANK
 MZ1763  PID         -  MZ1763
 MZ1763  STATE/COUNTY-  CT/HARTFORD
 MZ1763  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ1763
 MZ1763                         *CURRENT SURVEY CONTROL
 MZ1763  ___________________________________________________________________
 MZ1763* NAD 83(1996)-  42 01 21.22556(N)    072 33 14.44848(W)     ADJUSTED  
 MZ1763* NAVD 88     -                                                        
 MZ1763  ___________________________________________________________________
 MZ1763  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 MZ1763  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 MZ1763
 MZ1763  HORZ ORDER  -  THIRD
 MZ1763
 MZ1763.The horizontal coordinates were established by classical geodetic methods
 MZ1763.and adjusted by the National Geodetic Survey in August 1998..
 MZ1763
 MZ1763
 MZ1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1763
 MZ1763.The geoid height was determined by GEOID03.
 MZ1763
 MZ1763;                    North         East     Units Scale Factor Converg.
 MZ1763;SPC CT       -   284,497.485   321,032.809   MT  1.00001951   +0 07 47.8
 MZ1763;SPC CT       -   933,388.83  1,053,255.14   sFT  1.00001951   +0 07 47.8
 MZ1763;UTM  18      - 4,655,175.873   702,505.703   MT  1.00010463   +1 38 16.6
 MZ1763
 MZ1763                          SUPERSEDED SURVEY CONTROL
 MZ1763
 MZ1763  NAD 83(1996)-  42 01 21.22551(N)    072 33 14.44852(W) AD(       ) 4
 MZ1763  NAD 83(1992)-  42 01 21.22616(N)    072 33 14.44928(W) AD(       ) 4
 MZ1763  NAD 83(1992)-  42 01 21.22627(N)    072 33 14.44940(W) AD(       ) 4
 MZ1763  NAD 83(1986)-  42 01 21.22816(N)    072 33 14.44999(W) AD(       ) 4
 MZ1763  NAD 27      -  42 01 20.88053(N)    072 33 16.13457(W) AD(       ) 3
 MZ1763
 MZ1763.Superseded values are not recommended for survey control.
 MZ1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1763.See file dsdata.txt to determine how the superseded data were derived.
 MZ1763
 MZ1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0250655176(NAD 83)
 MZ1763_MARKER: 52 = STANDPIPE TANK
 MZ1763_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1763
 MZ1763  HISTORY     - Date     Condition        Report By
 MZ1763  HISTORY     - 1979     FIRST OBSERVED   NGS
 MZ1763
 MZ1763                          STATION DESCRIPTION
 MZ1763
 MZ1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 MZ1763'THE STATION, IS THE APEX OF VENT AT THE TOP OF THE BRAINARD ROAD
 MZ1763'TANK.  IT IS A STANDPIPE TYPE TANK WITH A CYCLINDRICAL BODY
 MZ1763'AND A DOME SHAPED TOP.  IT PAINTED GRAY IN COLOR AND IS
 MZ1763'APPROXIMATELY 203 FEET IN HEIGHT.
 MZ1763'
 MZ1763'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF
 MZ1763'HAZARDVILLE, 3 MILES NORTHEAST OF THOMPSONVILLE, IN THE NORTHEAST
 MZ1763'SECTION OF ENFIELD AND ON PROPERTY OWNED BY THE CONNECTICUT
 MZ1763'WATER COMPANY.
 MZ1763'
 MZ1763'TO REACH THE STATION FROM THE POST OFFICE IN HAZARDVILLE GO EAST
 MZ1763'ON STATE HIGHWAY 190 FOR 0.1 MILES TO A CROSSROAD, STATE HIGHWAY
 MZ1763'192.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 192 FOR 1.6 MILES TO
 MZ1763'THE JUNCTION OF STATE HIGHWAY 220.  CONTINUE NORTH ON STATE
 MZ1763'HIGHWAY 192 FOR 0.9 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 MZ1763'NORTHWEST ON BRAINARD ROAD FOR 0.65 MILES TO A TRACK ROAD LEFT,
 MZ1763'ACROSS THE STREET FROM HOUSE NUMBER 295.  TURN LEFT AND GO UP
 MZ1763'HILL FOR 0.05 MILES TO THE TANK INSIDE A FENCED IN AREA.
 MZ1763'
 MZ1763'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6078 ***********************************************************************
 LX6078  DESIGNATION -  BRAINARDS BARN CUPOLA
 LX6078  PID         -  LX6078
 LX6078  STATE/COUNTY-  CT/MIDDLESEX
 LX6078  USGS QUAD   -  DEEP RIVER (1971)
 LX6078
 LX6078                         *CURRENT SURVEY CONTROL
 LX6078  ___________________________________________________________________
 LX6078* NAD 83(1996)-  41 27 56.90245(N)    072 27 45.86013(W)     ADJUSTED  
 LX6078* NAVD 88     -                                                        
 LX6078  ___________________________________________________________________
 LX6078  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LX6078  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6078
 LX6078  HORZ ORDER  -  THIRD
 LX6078
 LX6078.The horizontal coordinates were established by classical geodetic methods
 LX6078.and adjusted by the National Geodetic Survey in August 1998..
 LX6078
 LX6078
 LX6078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6078
 LX6078.The geoid height was determined by GEOID03.
 LX6078
 LX6078;                    North         East     Units Scale Factor Converg.
 LX6078;SPC CT       -   222,681.348   328,797.989   MT  0.99998384   +0 11 25.7
 LX6078;SPC CT       -   730,580.39  1,078,731.40   sFT  0.99998384   +0 11 25.7
 LX6078;UTM  18      - 4,593,575.775   711,886.842   MT  1.00015254   +1 40 50.6
 LX6078
 LX6078                          SUPERSEDED SURVEY CONTROL
 LX6078
 LX6078  NAD 83(1992)-  41 27 56.90168(N)    072 27 45.85990(W) AD(       ) 4
 LX6078  NAD 83(1986)-  41 27 56.90343(N)    072 27 45.86247(W) AD(       ) 4
 LX6078  NAD 27      -  41 27 56.54200(N)    072 27 47.57100(W) AD(       ) 3
 LX6078
 LX6078.Superseded values are not recommended for survey control.
 LX6078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6078.See file dsdata.txt to determine how the superseded data were derived.
 LX6078
 LX6078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1188793576(NAD 83)
 LX6078
 LX6078  HISTORY     - Date     Condition        Report By
 LX6078  HISTORY     - 1934     MONUMENTED       CGS
 LX6078  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6078  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6078
 LX6078                          STATION DESCRIPTION
 LX6078
 LX6078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6078'THIS BARN IS ON THE PROPERTY OF WILLIAM BRAINARD, ON THE W
 LX6078'SIDE OF THE HILL OVERLOOKING THE VILLAGE OF EAST HADDAM FROM
 LX6078'THE NORTH-EASTWARD.  IT IS W OF THE N AND S ROAD ALONG THE
 LX6078'WESTERLY SLOPE OF THE HILL.  THE BARN IS UNPAINTED AND FORMERLY
 LX6078'HAD TWO CUPOLAS AT THE RIDGEPOLE.  ONE CUPOLA BLEW OFF IN
 LX6078'1934.  THE REMAINING CUPOLA IS PAINTED WHITE AND HAS ONE
 LX6078'SHUTTERED OPENING IN EACH SIDE.  ROOF OF THE CUPOLA IS ALSO
 LX6078'WHITE WITH WHITE FINIAL AT THE APEX.
 LX6078'
 LX6078'CENTER IS THIS CUPOLA FINIAL.
 LX6078'
 LX6078'GABLES OF THE BARN FACE N AND S.
 LX6078
 LX6078                          STATION RECOVERY (1948)
 LX6078
 LX6078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6078'THE BARN HAS BEEN REMOVED.  RECOMMEND THAT STATION BE CONSIDERED
 LX6078'DESTROYED.
 LX6078
 LX6078                          STATION RECOVERY (1997)
 LX6078
 LX6078'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6075 ***********************************************************************
 LX6075  DESIGNATION -  BRAINARDS GABLE
 LX6075  PID         -  LX6075
 LX6075  STATE/COUNTY-  CT/MIDDLESEX
 LX6075  USGS QUAD   -  DEEP RIVER (1971)
 LX6075
 LX6075                         *CURRENT SURVEY CONTROL
 LX6075  ___________________________________________________________________
 LX6075* NAD 83(1996)-  41 27 58.56832(N)    072 27 43.74104(W)     ADJUSTED  
 LX6075* NAVD 88     -                                                        
 LX6075  ___________________________________________________________________
 LX6075  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LX6075  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6075
 LX6075  HORZ ORDER  -  THIRD
 LX6075
 LX6075.The horizontal coordinates were established by classical geodetic methods
 LX6075.and adjusted by the National Geodetic Survey in August 1998..
 LX6075
 LX6075
 LX6075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6075
 LX6075.The geoid height was determined by GEOID03.
 LX6075
 LX6075;                    North         East     Units Scale Factor Converg.
 LX6075;SPC CT       -   222,732.904   328,846.991   MT  0.99998383   +0 11 27.1
 LX6075;SPC CT       -   730,749.54  1,078,892.17   sFT  0.99998383   +0 11 27.1
 LX6075;UTM  18      - 4,593,628.597   711,934.495   MT  1.00015279   +1 40 52.1
 LX6075
 LX6075                          SUPERSEDED SURVEY CONTROL
 LX6075
 LX6075  NAD 83(1992)-  41 27 58.56755(N)    072 27 43.74081(W) AD(       ) 4
 LX6075  NAD 83(1986)-  41 27 58.56928(N)    072 27 43.74341(W) AD(       ) 4
 LX6075  NAD 27      -  41 27 58.20800(N)    072 27 45.45000(W) AD(       ) 3
 LX6075
 LX6075.Superseded values are not recommended for survey control.
 LX6075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6075.See file dsdata.txt to determine how the superseded data were derived.
 LX6075
 LX6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1193493629(NAD 83)
 LX6075
 LX6075  HISTORY     - Date     Condition        Report By
 LX6075  HISTORY     - 1934     MONUMENTED       CGS
 LX6075  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6075  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6075
 LX6075                          STATION DESCRIPTION
 LX6075
 LX6075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6075'THE RESIDENCE OF WILLIAM BRAINARD IS ON THE BARE HILL OVERLOOKING
 LX6075'THE VILLAGE OF EAST HADDAM FROM THE NE.  IT IS W OF THE ROAD
 LX6075'RUNNING N AND S ALONG THE W SIDE OF THIS HILL.
 LX6075'
 LX6075'THE HOUSE IS TWO-STORIES HIGH WITH A 1 1/2-STORY WING
 LX6075'ATTACHED TO THE NE CORNER.  IT IS PAINTED WHITE WITH GREEN
 LX6075'SHUTTERS.  THE MAIN HOUSE AND THE WING EACH SHOW ONE BRICK
 LX6075'CHIMNEY.  MAIN GABLES FACE E AND W.
 LX6075'
 LX6075'CENTER IS THE APEX OF THE W GABLE OF MAIN HOUSE.
 LX6075'
 LX6075'THE HOUSE AND THE UNPAINTED BARN TO THE SOUTHWESTWARD MAKE
 LX6075'A CONSPICUOUS LANDMARK FROM THE RIVER.
 LX6075
 LX6075                          STATION RECOVERY (1948)
 LX6075
 LX6075'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6075'THE HOUSE IS NO LONGER THERE.  IT IS RECOMMENDED THAT THE STATION
 LX6075'BE CONSIDERED DESTROYED.
 LX6075
 LX6075                          STATION RECOVERY (1997)
 LX6075
 LX6075'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6125 ***********************************************************************
 LX6125  DESIGNATION -  BRAINERD LIBRARY GABLE
 LX6125  PID         -  LX6125
 LX6125  STATE/COUNTY-  CT/MIDDLESEX
 LX6125  USGS QUAD   -  HADDAM (1971)
 LX6125
 LX6125                         *CURRENT SURVEY CONTROL
 LX6125  ___________________________________________________________________
 LX6125* NAD 83(1996)-  41 28 44.02460(N)    072 30 49.31462(W)     ADJUSTED  
 LX6125* NAVD 88     -                                                        
 LX6125  ___________________________________________________________________
 LX6125  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LX6125  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX6125
 LX6125  HORZ ORDER  -  THIRD
 LX6125
 LX6125.The horizontal coordinates were established by classical geodetic methods
 LX6125.and adjusted by the National Geodetic Survey in August 1998..
 LX6125
 LX6125
 LX6125.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6125
 LX6125.The geoid height was determined by GEOID03.
 LX6125
 LX6125;                    North         East     Units Scale Factor Converg.
 LX6125;SPC CT       -   224,122.181   324,536.935   MT  0.99998359   +0 09 24.1
 LX6125;SPC CT       -   735,307.52  1,064,751.59   sFT  0.99998359   +0 09 24.1
 LX6125;UTM  18      - 4,594,905.496   707,589.075   MT  1.00013035   +1 38 50.5
 LX6125
 LX6125                          SUPERSEDED SURVEY CONTROL
 LX6125
 LX6125  NAD 83(1992)-  41 28 44.02385(N)    072 30 49.31447(W) AD(       ) 4
 LX6125  NAD 83(1986)-  41 28 44.02568(N)    072 30 49.31696(W) AD(       ) 4
 LX6125  NAD 27      -  41 28 43.66500(N)    072 30 51.01200(W) AD(       ) 3
 LX6125
 LX6125.Superseded values are not recommended for survey control.
 LX6125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6125.See file dsdata.txt to determine how the superseded data were derived.
 LX6125
 LX6125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0758994905(NAD 83)
 LX6125
 LX6125  HISTORY     - Date     Condition        Report By
 LX6125  HISTORY     - 1934     MONUMENTED       CGS
 LX6125  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6125  HISTORY     - 1989     GOOD             USPSQD
 LX6125  HISTORY     - 19970220 GOOD             USPSQD
 LX6125
 LX6125                          STATION DESCRIPTION
 LX6125
 LX6125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6125'THE BRAINERD MEMORIAL LIBRARY IS IN THE CENTER OF THE VILLAGE OF
 LX6125'HADDAM.  IT IS ON THE E SIDE OF ROUTE 9.  THE BUILDING IS A
 LX6125'ONE-STORY YELLOW BRICK STRUCTURE WITH GRAY SANDSTONE TRIM.  THE
 LX6125'ROOF IS OF RED SHINGLES.  IN PLAN THE BUILDING IS NEARLY SQUARE.
 LX6125'
 LX6125'A SMALL GABLE EXTENDING WESTERLY ACROSS THE DECORATIVE
 LX6125'ENTRANCE.  A LARGER GABLE PROJECTS EASTERLY FROM THE MIDDLE OF
 LX6125'THE E SIDE.
 LX6125'
 LX6125'CENTER IS THE APEX OF THIS EASTERLY GABLE.
 LX6125
 LX6125                          STATION RECOVERY (1948)
 LX6125
 LX6125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6125'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 LX6125'IS ADEQUATE.
 LX6125
 LX6125                          STATION RECOVERY (1989)
 LX6125
 LX6125'RECOVERY NOTE BY US POWER SQUADRON 1989 (ETB)
 LX6125'RECOVERED IN GOOD CONDITION.
 LX6125
 LX6125                          STATION RECOVERY (1997)
 LX6125
 LX6125'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6106 ***********************************************************************
 LX6106  DESIGNATION -  BRAINERDS CHIMNEY
 LX6106  PID         -  LX6106
 LX6106  STATE/COUNTY-  CT/MIDDLESEX
 LX6106  USGS QUAD   -  HADDAM (1971)
 LX6106
 LX6106                         *CURRENT SURVEY CONTROL
 LX6106  ___________________________________________________________________
 LX6106* NAD 83(1996)-  41 29 46.02518(N)    072 30 10.92204(W)     ADJUSTED  
 LX6106* NAVD 88     -                                                        
 LX6106  ___________________________________________________________________
 LX6106  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX6106  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6106
 LX6106  HORZ ORDER  -  THIRD
 LX6106
 LX6106.The horizontal coordinates were established by classical geodetic methods
 LX6106.and adjusted by the National Geodetic Survey in August 1998..
 LX6106
 LX6106
 LX6106.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6106
 LX6106.The geoid height was determined by GEOID03.
 LX6106
 LX6106;                    North         East     Units Scale Factor Converg.
 LX6106;SPC CT       -   226,037.407   325,422.193   MT  0.99998335   +0 09 49.5
 LX6106;SPC CT       -   741,591.06  1,067,655.98   sFT  0.99998335   +0 09 49.5
 LX6106;UTM  18      - 4,596,843.397   708,424.324   MT  1.00013463   +1 39 18.0
 LX6106
 LX6106                          SUPERSEDED SURVEY CONTROL
 LX6106
 LX6106  NAD 83(1992)-  41 29 46.02444(N)    072 30 10.92189(W) AD(       ) 4
 LX6106  NAD 83(1986)-  41 29 46.02627(N)    072 30 10.92425(W) AD(       ) 4
 LX6106  NAD 27      -  41 29 45.66800(N)    072 30 12.62300(W) AD(       ) 3
 LX6106
 LX6106.Superseded values are not recommended for survey control.
 LX6106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6106.See file dsdata.txt to determine how the superseded data were derived.
 LX6106
 LX6106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0842496843(NAD 83)
 LX6106
 LX6106  HISTORY     - Date     Condition        Report By
 LX6106  HISTORY     - 1934     MONUMENTED       CGS
 LX6106  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6106  HISTORY     - 19971029 GOOD             USPSQD
 LX6106
 LX6106                          STATION DESCRIPTION
 LX6106
 LX6106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6106'THIS HOUSE IS THE PROPERTY OF MRS. F.A. BRAINERD AND IS
 LX6106'SITUATED AT THE S END OF HIGH STREET ON THE UPPER HADDAM NECK
 LX6106'ROAD.  IT IS A LARGE WHITE HOUSE WITH GREEN SHUTTERS, TWO-STORIES
 LX6106'HIGH, THE GABLE ENDS POINTING TO EASTWARD AND WESTWARD.  A 1-1/2
 LX6106'STORY WING PROJECTS SOUTHERLY FROM THE E END OF THE MAIN
 LX6106'HOUSE.  A 1-1/2 STORY SEPARATE OUTBUILDING IS JUST S OF THE
 LX6106'HOUSE.
 LX6106'
 LX6106'THERE IS A MEDIUM SIZED RED-BRICK CHIMNEY IN THE MIDDLE OF THE
 LX6106'MAIN ROOF.  A LOWER, SMALLER CHIMNEY STANDS AT THE S GABLE OF
 LX6106'THE WING.
 LX6106'
 LX6106'CENTER IS THE CENTER LINE OF THE HIGHER CHIMNEY.
 LX6106
 LX6106                          STATION RECOVERY (1948)
 LX6106
 LX6106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6106'STATION RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX6106
 LX6106                          STATION RECOVERY (1997)
 LX6106
 LX6106'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3643 ***********************************************************************
 LW3643  DESIGNATION -  BRANDY
 LW3643  PID         -  LW3643
 LW3643  STATE/COUNTY-  CT/WINDHAM
 LW3643  USGS QUAD   -  THOMPSON (1974)
 LW3643
 LW3643                         *CURRENT SURVEY CONTROL
 LW3643  ___________________________________________________________________
 LW3643* NAD 83(1996)-  41 58 31.18162(N)    071 50 52.32704(W)     ADJUSTED  
 LW3643* NAVD 88     -       193.26   (+/-2cm)     634.1    (feet)  VERTCON   
 LW3643  ___________________________________________________________________
 LW3643  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 LW3643  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW3643
 LW3643  HORZ ORDER  -  FIRST
 LW3643  VERT ORDER  -  THIRD ? (See Below)
 LW3643
 LW3643.The horizontal coordinates were established by classical geodetic methods
 LW3643.and adjusted by the National Geodetic Survey in August 1998..
 LW3643
 LW3643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3643.The vertical order pertains to the NGVD 29 superseded value.
 LW3643
 LW3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3643
 LW3643.The geoid height was determined by GEOID03.
 LW3643
 LW3643;                    North         East     Units Scale Factor Converg.
 LW3643;SPC CT       -   279,622.817   379,571.346   MT  1.00001281   +0 35 53.4
 LW3643;SPC CT       -   917,395.86  1,245,310.32   sFT  1.00001281   +0 35 53.4
 LW3643;UTM  19      - 4,650,960.596   264,044.806   MT  1.00028513   -1 54 20.0
 LW3643
 LW3643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3643!SPC CT       -   0.99997430  x   1.00001281  =   0.99998711
 LW3643!UTM  19      -   0.99997430  x   1.00028513  =   1.00025942
 LW3643
 LW3643:                Primary Azimuth Mark                     Grid Az
 LW3643:SPC CT       -  WEBSTER CABLE TV MAST                    015 08 00.8
 LW3643:UTM  19      -  WEBSTER CABLE TV MAST                    017 38 14.2
 LW3643
 LW3643|---------------------------------------------------------------------|
 LW3643| PID    Reference Object                     Distance      Geod. Az  |
 LW3643|                                                           dddmmss.s |
 LW3643| MY3732 WEBSTER CABLE TV MAST               APPROX. 9.4 KM 0154354.2 |
 LW3643| CB7151 BRANDY RM 1                          43.126 METERS 06812     |
 LW3643| LW3638 BUCK                                APPROX. 5.8 KM 0885045.5 |
 LW3643| LW3649 2000 CTGS                           140.449 METERS 08909     |
 LW3643| LW3644 BUCK HILL LOT                       APPROX. 5.8 KM 0893836.5 |
 LW3643| LW3648 VORTAC PUTNAM PUT                   APPROX. 2.2 KM 1715609.2 |
 LW3643| CB7150 BRANDY AZ MK                                       1764321.5 |
 LW3643| LW3651 BRANDY AZ MK 2                      288.026 METERS 18238     |
 LW3643| LW3634 PUTNAM HTS FIRST CH OF CHRIST       APPROX. 9.4 KM 1895503.4 |
 LW3643| LW3635 THOMPSON CONG CHURCH SPIRE          APPROX. 2.3 KM 2125232.2 |
 LW3643| LW3742 PUTNAM SPIPE                        APPROX. 9.4 KM 2224604.6 |
 LW3643| CB7152 BRANDY RM 3                          23.597 METERS 23927     |
 LW3643| LW3737 GROSVENOR DALE TANK                 APPROX. 3.5 KM 2572243.8 |
 LW3643| LW3739 N GROSVENOR DALE SPIPE              APPROX. 4.1 KM 2751114.0 |
 LW3643| LW3650 BRANDY 1937 RM 2                     18.323 METERS 32445     |
 LW3643|---------------------------------------------------------------------|
 LW3643
 LW3643                          SUPERSEDED SURVEY CONTROL
 LW3643
 LW3643  NAD 83(1996)-  41 58 31.18147(N)    071 50 52.32702(W) AD(       ) 1
 LW3643  NAD 83(1992)-  41 58 31.18106(N)    071 50 52.32625(W) AD(       ) 1
 LW3643  NAD 83(1992)-  41 58 31.18107(N)    071 50 52.32634(W) AD(       ) 1
 LW3643  NAD 83(1986)-  41 58 31.18222(N)    071 50 52.32503(W) AD(       ) 1
 LW3643  NAD 27      -  41 58 30.82889(N)    071 50 54.06564(W) AD(       ) 1
 LW3643  NGVD 29 (07/19/86)  193.49   (m)          634.8    (f) LEVELING    3  
 LW3643
 LW3643.Superseded values are not recommended for survey control.
 LW3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3643.See file dsdata.txt to determine how the superseded data were derived.
 LW3643
 LW3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6404550961(NAD 83)
 LW3643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3643_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3643+STABILITY: SURFACE MOTION
 LW3643
 LW3643  HISTORY     - Date     Condition        Report By
 LW3643  HISTORY     - 1937     MONUMENTED       CTGS
 LW3643  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3643  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LW3643  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3643  HISTORY     - 1988     GOOD             USPSQD
 LW3643  HISTORY     - 20040421 GOOD             GEOCAC
 LW3643
 LW3643                          STATION DESCRIPTION
 LW3643
 LW3643'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3643'STATION IS ON ROUTE 193 IN THE TOWN OF THOMPSON, 1.35 MILES
 LW3643'NORTHEAST OF INTERSECTION OF ROUTES 193 AND 200 IN THOMPSON
 LW3643'CENTER.  IT IS A CONCRETE MONUMENT WITH STANDARD DISK STAMPED
 LW3643'BRANDY 1937, AND IS IN SIDE YARD OF THE BAPTIST CHURCH 46 FEET
 LW3643'EAST AND ON LINE WITH FRONT RANGE OF CHURCH AND ABOUT 50 FEET
 LW3643'NORTH OF NORTH SHOULDER OF ROUTE 193.  TOP OF MONUMENT IS ABOUT
 LW3643'LEVEL WITH LAWN.
 LW3643'
 LW3643'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3643'SET IN CONCRETE, AND IN A BOULDER, NOTES 1A, AND 12C.
 LW3643'
 LW3643'REFERENCE MARK NO. 1 IS 141.49 FEET EAST OF STATION ABOUT ON
 LW3643'LINE WITH FRONT OF CHURCH AND STATION MARK.  IT IS STANDARD DISK
 LW3643'STAMPED BRANDY R.M.NO.1 1937 SET IN A BOULDER ABOUT 4- BY 2- BY
 LW3643'2-FEET IN A FIELD, ABOUT 50 FEET NORTH OF ROUTE 193.  REFERENCE
 LW3643'MARK NO. 2 IS 60.18 FEET NORTH OF STATION, A STANDARD DISK
 LW3643'STAMPED BRANDY NO.2 1937 SET IN A BOULDER WHICH IS PART OF A
 LW3643'STONEWALL.  BOULDER IS ABOUT 5- BY 2- BY 1-1/2 FEET ABOVE
 LW3643'GROUND.
 LW3643'
 LW3643'AZIMUTH MARK IS 903 FEET SOUTH OF STATION AND IS A STANDARD DISK
 LW3643'IN LARGE BOULDER IN SOUTH STONEWALL OF LARGE FIELD SOUTH OF
 LW3643'STATION.  BOULDER IS 12 INCHES ABOVE GROUND AND ABOUT 65 FEET
 LW3643'NORTHWEST OF A GREEN SHACK.  DISK IS STAMPED AZIMUTH MARK BRANDY
 LW3643'1937.
 LW3643'
 LW3643'HEIGHT OF LIGHT ABOVE STATION MARK 14.6 METERS.
 LW3643
 LW3643                          STATION RECOVERY (1958)
 LW3643
 LW3643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LW3643'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 LW3643'MARK SEARCHED FOR BUT NOT RECOVERED.  LINE FROM STATION TO
 LW3643'REFERENCE MARK NO. 1 IS BLOCKED BY A 10 INCH TREE.  DESCRIPTION
 LW3643'ADEQUATE AND CORRECT.
 LW3643
 LW3643                          STATION RECOVERY (1972)
 LW3643
 LW3643'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LW3643'BRANDY 1937 EXCELLENT
 LW3643'
 LW3643'BRANDY NO. 1 1937 EXCELLENT
 LW3643'
 LW3643'BRANDY NO. 2 1937 EXCELLENT
 LW3643'
 LW3643'AZIMUTH MARK NOT FOUND
 LW3643'
 LW3643'STATION IS 67 FEET NORTH OF THE CENTERLINE OF CONN 193 (THOMPSON
 LW3643'ROAD) AND 48.5 FEET EAST OF SOUTHEAST CORNER OF CHURCH.
 LW3643
 LW3643                          STATION RECOVERY (1977)
 LW3643
 LW3643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3643'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LW3643'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 LW3643'RECOVERED.  NO MEASUREMENT WAS MADE TO REFERENCE MARK 1 DUE TO
 LW3643'HEAVY BRUSH AND TREES, BUT A DIRECTION WAS MADE TO IT FROM A
 LW3643'90 FOOT TOWER.  A NEW AZIMUTH MARK AND REFERENCE MARK 3 WAS
 LW3643'ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 1
 LW3643'WAS MORE BY 02 MINUTES AND 36.2 SECONDS AND THE DIRECTION TO
 LW3643'REFERENCE MARK 2 WAS LESS BY 04 MINUTES AND 04.3 SECONDS.  THE
 LW3643'DISTANCE TO REFERENCE MARK 2 WAS LESS BY 0.08 OF A FOOT.
 LW3643'FOLLOWING IS A NEW DESCRIPTION.
 LW3643'
 LW3643'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF WEBSTER,
 LW3643'1-1/4 MILES NORTHEAST OF THOMPSON, 1-1/2 MILES SOUTHWEST OF THE
 LW3643'NORTH END OF THE QUADDICK RESERVOIR AND ON PROPERTY OWNED BY
 LW3643'THE EAST THOMPSON BAPTIST CHURCH.  MRS. CHESTER CHANDLER,
 LW3643'TRUSTEE, NORTH GROSVENORDALE, THOMPSON CONNECTICUT 06255,
 LW3643'PHONE NUMBER 923-2810, GAVE PERMISSION.
 LW3643'
 LW3643'TO REACH THE STATION FROM THE POST OFFICE IN THOMPSON, GO
 LW3643'SOUTHEAST ON STATE HIGHWAY 200 FOR 0.1 MILE TO THE JUNCTION OF
 LW3643'STATE HIGHWAYS 200 AND 193.  TURN LEFT AND GO NORTHEAST ON
 LW3643'HIGHWAY 193 FOR 1.35 MILES TO A GRAVEL SIDE ROAD ON THE RIGHT.
 LW3643'(TO REACH THE AZIMUTH MARK FROM HERE, TURN RIGHT AND GO SOUTH
 LW3643'ON THE GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT, AT A
 LW3643'CURVE IN THE ROAD.)CONTINUE EASTERLY ON HIGHWAY 193 FOR 0.05
 LW3643'MILE TO THE STATION ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY
 LW3643'193 FOR 0.05 MILE TO, 2000 CONNECTICUT GEODETIC SURVEY MARK
 LW3643'ON THE RIGHT.
 LW3643'
 LW3643'STATION MARKS, STAMPED---BRANDY 1937---, ARE STANDARD DISKS.
 LW3643'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LW3643'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 67 FEET
 LW3643'NORTH OF THE CENTER OF STATE HIGHWAY 193, 48.4 FEET EAST OF THE
 LW3643'SOUTHEAST CORNER OF A CHURCH AND 18 FEET SOUTHWEST OF THE
 LW3643'CENTER OF A ROCK FENCE.  THE UNDERGROUND DISK WOULD BE AS
 LW3643'STATED IN THE 1937 DATA.  AN IRON ROD WAS DRIVEN BY THE STATION
 LW3643'MARK AT THIS TIME.
 LW3643'
 LW3643'REFERENCE MARK 1, STAMPED---BRANDY 1937 NO 1---, IS A STANDARD
 LW3643'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW3643'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 80 FEET NORTH OF STATE
 LW3643'HIGHWAY 193, 18 FEET WEST OF THE CENTER OF AN ABANDONED
 LW3643'DRIVEWAY,
 LW3643'4 FEET EAST OF AN 8-INCH TREE, 3.5 FEET NORTH OF A 16-INCH TREE,
 LW3643'3.5 FEET SOUTHWEST OF AN 8-INCH TREE AND 5 FEET SOUTH OF A
 LW3643'6-INCH DOUBLE TRUNKED TREE.
 LW3643'
 LW3643'REFERENCE MARK 2, STAMPED---BRANDY 1937 NO 2---, IS A STANDARD
 LW3643'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW3643'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 127 FEET NORTH OF THE
 LW3643'CENTER OF STATE HIGHWAY 193 AND 34 FEET EAST OF THE NORTHEAST
 LW3643'CORNER OF THE CHURCH.
 LW3643'
 LW3643'REFERENCE MARK 3, STAMPED---BRANDY 1937 NO 3 1977---, IS A
 LW3643'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW3643'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET NORTH OF
 LW3643'THE CENTER OF STATE HIGHWAY 193, 27 FEET EAST OF A 30-INCH TREE
 LW3643'AND 18.1 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH.
 LW3643'
 LW3643'AZIMUTH MARK, STAMPED---BRANDY 1937 NO 3 1977---, IS A STANDARD
 LW3643'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW3643'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET SOUTHEAST OF
 LW3643'POWER POLE NUMBER 2390, 19 FEET SOUTHWEST OF THE CENTER OF THE
 LW3643'GRAVEL ROAD AND 4.5 FEET EAST OF A METAL WITNESS POST.
 LW3643'
 LW3643'2000 CTGS, STAMPED---2000---, IS A STANDARD U.S. COAST AND
 LW3643'GEODETIC SURVEY AND STATE SURVEY STATION DISK CEMENTED IN THE
 LW3643'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 2
 LW3643'INCHES ABOVE THE GROUND SURFACE.  IT IS 139 FEET NORTHWEST
 LW3643'OF THE
 LW3643'NORTHWEST CORNER OF A GREEN HOUSE, 65 FEET SOUTH OF THE CENTER
 LW3643'OF STATE HIGHWAY 193 AND 32 FEET EAST OF A 36-INCH OAK TREE.
 LW3643'
 LW3643'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 30.4 METERS.
 LW3643'
 LW3643'DESCRIBED BY L.D. ACRES.
 LW3643
 LW3643                          STATION RECOVERY (1988)
 LW3643
 LW3643'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3643'RECOVERED IN GOOD CONDITION.
 LW3643
 LW3643                          STATION RECOVERY (2004)
 LW3643
 LW3643'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3651 ***********************************************************************
 LW3651  DESIGNATION -  BRANDY AZ MK 2
 LW3651  PID         -  LW3651
 LW3651  STATE/COUNTY-  CT/WINDHAM
 LW3651  USGS QUAD   -  THOMPSON (1974)
 LW3651
 LW3651                         *CURRENT SURVEY CONTROL
 LW3651  ___________________________________________________________________
 LW3651* NAD 83(1996)-  41 58 21.85620(N)    071 50 52.90106(W)     ADJUSTED  
 LW3651* NAVD 88     -       190.3    (meters)     624.     (feet)  VERTCON   
 LW3651  ___________________________________________________________________
 LW3651  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LW3651  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LW3651
 LW3651  HORZ ORDER  -  SECOND
 LW3651
 LW3651.The horizontal coordinates were established by classical geodetic methods
 LW3651.and adjusted by the National Geodetic Survey in August 1998..
 LW3651
 LW3651.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3651
 LW3651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3651
 LW3651.The geoid height was determined by GEOID03.
 LW3651
 LW3651;                    North         East     Units Scale Factor Converg.
 LW3651;SPC CT       -   279,334.969   379,561.134   MT  1.00001247   +0 35 53.0
 LW3651;SPC CT       -   916,451.48  1,245,276.82   sFT  1.00001247   +0 35 53.0
 LW3651;UTM  19      - 4,650,673.390   264,022.024   MT  1.00028526   -1 54 20.1
 LW3651
 LW3651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3651!SPC CT       -   0.99997477  x   1.00001247  =   0.99998724
 LW3651!UTM  19      -   0.99997477  x   1.00028526  =   1.00026002
 LW3651
 LW3651|---------------------------------------------------------------------|
 LW3651| PID    Reference Object                     Distance      Geod. Az  |
 LW3651|                                                           dddmmss.s |
 LW3651| LW3650 BRANDY 1937 RM 2                    302.696 METERS 00030     |
 LW3651| LW3643 BRANDY                              288.026 METERS 00238     |
 LW3651|---------------------------------------------------------------------|
 LW3651
 LW3651                          SUPERSEDED SURVEY CONTROL
 LW3651
 LW3651  NAD 83(1996)-  41 58 21.85605(N)    071 50 52.90103(W) AD(       ) 2
 LW3651  NAD 83(1992)-  41 58 21.85564(N)    071 50 52.90028(W) AD(       ) 2
 LW3651  NAD 83(1992)-  41 58 21.85565(N)    071 50 52.90037(W) AD(       ) 2
 LW3651  NAD 83(1986)-  41 58 21.85679(N)    071 50 52.89907(W) AD(       ) 2
 LW3651  NAD 27      -  41 58 21.50339(N)    071 50 54.63972(W) AD(       ) 2
 LW3651  NGVD 29 (07/19/86)  190.5    (m)          625.     (f) VERT ANG       
 LW3651
 LW3651.Superseded values are not recommended for survey control.
 LW3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3651.See file dsdata.txt to determine how the superseded data were derived.
 LW3651
 LW3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6402250673(NAD 83)
 LW3651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3651_SETTING: 80 = SET IN A BOULDER
 LW3651_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3651+STABILITY: SURFACE MOTION
 LW3651
 LW3651  HISTORY     - Date     Condition        Report By
 LW3651  HISTORY     - 1977     MONUMENTED       NGS
 LW3651
 LW3651                          STATION DESCRIPTION
 LW3651
 LW3651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3651'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF WEBSTER,
 LW3651'1-1/4 MILES NORTHEAST OF THOMPSON, 1-1/2 MILES SOUTHWEST OF THE
 LW3651'NORTH END OF THE QUADDICK RESERVOIR AND ON PROPERTY OWNED BY
 LW3651'THE EAST THOMPSON BAPTIST CHURCH.  MRS. CHESTER CHANDLER,
 LW3651'TRUSTEE, NORTH GROSVENORDALE, THOMPSON CONNECTICUT 06255,
 LW3651'PHONE NUMBER 923-2810, GAVE PERMISSION.
 LW3651'
 LW3651'TO REACH THE STATION FROM THE POST OFFICE IN THOMPSON, GO
 LW3651'SOUTHEAST ON STATE HIGHWAY 200 FOR 0.1 MILE TO THE JUNCTION OF
 LW3651'STATE HIGHWAYS 200 AND 193.  TURN LEFT AND GO NORTHEAST ON
 LW3651'HIGHWAY 193 FOR 1.35 MILES TO A GRAVEL SIDE ROAD ON THE RIGHT.
 LW3651'TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.1 MILE TO THE
 LW3651'STATION ON THE RIGHT AT A CURVE IN THE ROAD.
 LW3651'
 LW3651'STATION MARK, STAMPED---BRANDY 1937 NO 2 1977---, IS A
 LW3651'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 LW3651'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 21
 LW3651'FEET SOUTHEAST OF POWER POLE NUMBER 2390, 19 FEET SOUTHWEST OF
 LW3651'THE CENTER OF THE GRAVEL ROAD AND 4.5 FEET EAST OF A METAL
 LW3651'WITNESS POST.
 LW3651'
 LW3651'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 LW3651'
 LW3651'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6428 ***********************************************************************
 LX6428  DESIGNATION -  BRANFORD
 LX6428  PID         -  LX6428
 LX6428  STATE/COUNTY-  CT/NEW HAVEN
 LX6428  USGS QUAD   -  BRANFORD (1984)
 LX6428
 LX6428                         *CURRENT SURVEY CONTROL
 LX6428  ___________________________________________________________________
 LX6428* NAD 83(1996)-  41 19 54.64579(N)    072 46 45.40024(W)     ADJUSTED  
 LX6428* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 LX6428  ___________________________________________________________________
 LX6428  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LX6428  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX6428
 LX6428  HORZ ORDER  -  FIRST
 LX6428
 LX6428.The horizontal coordinates were established by classical geodetic methods
 LX6428.and adjusted by the National Geodetic Survey in August 1998..
 LX6428
 LX6428.The orthometric height was scaled from a topographic map.
 LX6428
 LX6428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6428
 LX6428.The geoid height was determined by GEOID03.
 LX6428
 LX6428;                    North         East     Units Scale Factor Converg.
 LX6428;SPC CT       -   207,764.246   302,349.735   MT  0.99998931   -0 01 09.9
 LX6428;SPC CT       -   681,639.86    991,959.09   sFT  0.99998931   -0 01 09.9
 LX6428;UTM  18      - 4,577,975.211   685,832.299   MT  1.00002502   +1 28 01.3
 LX6428
 LX6428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6428!SPC CT       -   0.99998779  x   0.99998931  =   0.99997710
 LX6428!UTM  18      -   0.99998779  x   1.00002502  =   1.00001281
 LX6428
 LX6428|---------------------------------------------------------------------|
 LX6428| PID    Reference Object                     Distance      Geod. Az  |
 LX6428|                                                           dddmmss.s |
 LX6428| LX6429 BRANFORD 2                           25.028 METERS 04110     |
 LX6428| CZ7101 BRANFORD RM 1                        47.168 METERS 08628     |
 LX6428| LX6351 FALKNER IS LIGHTHOUSE               APPROX.17.0 KM 1413701.9 |
 LX6428| CZ7100 BRANFORD AZ MK                                     1585950.7 |
 LX6428| CZ7102 BRANFORD RM 2                        46.486 METERS 32945     |
 LX6428|---------------------------------------------------------------------|
 LX6428
 LX6428                          SUPERSEDED SURVEY CONTROL
 LX6428
 LX6428  NAD 83(1992)-  41 19 54.64491(N)    072 46 45.40013(W) AD(       ) 1
 LX6428  NAD 83(1986)-  41 19 54.64697(N)    072 46 45.40310(W) AD(       ) 1
 LX6428  NAD 27      -  41 19 54.30300(N)    072 46 47.04700(W) AD(       ) 1
 LX6428
 LX6428.Superseded values are not recommended for survey control.
 LX6428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6428.See file dsdata.txt to determine how the superseded data were derived.
 LX6428
 LX6428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8583277975(NAD 83)
 LX6428
 LX6428  HISTORY     - Date     Condition        Report By
 LX6428  HISTORY     - 1942     MONUMENTED       CGS
 LX6428  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX6428
 LX6428                          STATION DESCRIPTION
 LX6428
 LX6428'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6428'STATION IS LOCATED ABOUT 3/4 MILE W OF NORTH BRANFORD, ABOUT 6
 LX6428'MILES NW OF GUILFORD ON A HIGH HILL ABOUT 100 FEET S OF A YOUNG
 LX6428'PINE FOREST, 84 FEET S OF AN E AND W WIRE FENCE AND 60.2 FEET E
 LX6428'OF THE NE CORNER OF TWO FENCE LINES, ON LAND OWNED BY G.W.
 LX6428'GEDNEY.  THE DISK IS STAMPED BRANFORD 1942.
 LX6428'
 LX6428'REFERENCE MARK NO. 1 IS 154.75 FEET E OF THE STATION, 0.6 FOOT
 LX6428'S OF AN E-W FENCE LINE.  THE DISK IS STAMPED BRANFORD NO.1 1942.
 LX6428'
 LX6428'REFERENCE MARK NO. 2 IS 152.51 FEET NNW OF THE STATION, 0.5 FEET
 LX6428'S OF AN E-W FENCE LINE.  THE DISK IS STAMPED BRANFORD NO.2 1942.
 LX6428'
 LX6428'AZIMUTH MARK IS ABOUT 0.2 MILE S OF THE STATION ON THE N EDGE
 LX6428'OF A SMALL WOODS, 1.0 FOOT N OF AN E-W WIRE FENCE LINE, 4.0 FEET
 LX6428'E OF A BRONZE REFERENCE POST.  THE DISK IS STAMPED BRANFORD 1942.
 LX6428'
 LX6428'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 80 AND 141 IN NORTH
 LX6428'BRANFORD, GO W ON ROUTE 80 FOR 0.05 MILE TO A T-PAVED ROAD RIGHT,
 LX6428'TURN SHARP RIGHT ON SURFACED ROAD AND GO 0.15 MILE TO A PLANK
 LX6428'GATE ON THE LEFT OPPOSITE OLD BARN ON THE RIGHT, TURN LEFT
 LX6428'THROUGH GATE ON DIM ROAD 0.15 MILE TO ANOTHER PLANK GATE,
 LX6428'CONTINUE THROUGH GATE AND GO TO THE E EDGE OF THE WOODS, CONTINUE
 LX6428'ON DIM ROAD THROUGH WOODS 0.3 MILE TO CLEARING AZIMUTH MARK ON
 LX6428'THE LEFT, CONTINUE ON DIM ROAD ACROSS FIELD TO A YOUNG PINE
 LX6428'FOREST AND STATION.
 LX6428'
 LX6428'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LX6428
 LX6428                          STATION RECOVERY (1963)
 LX6428
 LX6428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LX6428'STATION WAS RECOVERED IN WAY OF QUARRYING OPERATIONS, AND THE
 LX6428'STATION MARK WAS DESTROYED.  SEE DESCRIPTION OF BRANFORD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6429 ***********************************************************************
 LX6429  DESIGNATION -  BRANFORD 2
 LX6429  PID         -  LX6429
 LX6429  STATE/COUNTY-  CT/NEW HAVEN
 LX6429  USGS QUAD   -  BRANFORD (1984)
 LX6429
 LX6429                         *CURRENT SURVEY CONTROL
 LX6429  ___________________________________________________________________
 LX6429* NAD 83(1996)-  41 19 55.25647(N)    072 46 44.69167(W)     ADJUSTED  
 LX6429* NAVD 88     -       105.6    (meters)     346.     (feet)  VERTCON   
 LX6429  ___________________________________________________________________
 LX6429  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LX6429  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX6429
 LX6429  HORZ ORDER  -  FIRST
 LX6429
 LX6429.The horizontal coordinates were established by classical geodetic methods
 LX6429.and adjusted by the National Geodetic Survey in August 1998..
 LX6429
 LX6429.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6429
 LX6429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6429
 LX6429.The geoid height was determined by GEOID03.
 LX6429
 LX6429;                    North         East     Units Scale Factor Converg.
 LX6429;SPC CT       -   207,783.080   302,366.218   MT  0.99998930   -0 01 09.4
 LX6429;SPC CT       -   681,701.65    992,013.17   sFT  0.99998930   -0 01 09.4
 LX6429;UTM  18      - 4,577,994.467   685,848.288   MT  1.00002509   +1 28 01.8
 LX6429
 LX6429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6429!SPC CT       -   0.99998812  x   0.99998930  =   0.99997742
 LX6429!UTM  18      -   0.99998812  x   1.00002509  =   1.00001321
 LX6429
 LX6429:                Primary Azimuth Mark                     Grid Az
 LX6429:SPC CT       -  BISHOPTIC                                092 42 36.4
 LX6429:UTM  18      -  BISHOPTIC                                091 13 25.2
 LX6429
 LX6429|---------------------------------------------------------------------|
 LX6429| PID    Reference Object                     Distance      Geod. Az  |
 LX6429|                                                           dddmmss.s |
 LX6429| LX6282 BISHOPTIC                           APPROX. 4.8 KM 0924127.0 |
 LX6429| CZ7101 BRANFORD RM 1                        34.487 METERS 11734     |
 LX6429| CZ7100 BRANFORD AZ MK                                     1645925.7 |
 LX6429| LX6428 BRANFORD                             25.028 METERS 22110     |
 LX6429| CZ7102 BRANFORD RM 2                        45.249 METERS 29804     |
 LX6429|---------------------------------------------------------------------|
 LX6429
 LX6429                          SUPERSEDED SURVEY CONTROL
 LX6429
 LX6429  NAD 83(1992)-  41 19 55.25560(N)    072 46 44.69155(W) AD(       ) 1
 LX6429  NAD 83(1986)-  41 19 55.25786(N)    072 46 44.69429(W) AD(       ) 1
 LX6429  NAD 27      -  41 19 54.91164(N)    072 46 46.33973(W) AD(       ) 1
 LX6429  NGVD 29 (07/19/86)  105.9    (m)          347.     (f) VERT ANG       
 LX6429
 LX6429.Superseded values are not recommended for survey control.
 LX6429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6429.See file dsdata.txt to determine how the superseded data were derived.
 LX6429
 LX6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8584877994(NAD 83)
 LX6429_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6429_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6429+STABILITY: SURFACE MOTION
 LX6429
 LX6429  HISTORY     - Date     Condition        Report By
 LX6429  HISTORY     - 1963     MONUMENTED       CGS
 LX6429  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6429
 LX6429                          STATION DESCRIPTION
 LX6429
 LX6429'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (WFD)
 LX6429'STATION IS LOCATED ON TOTOKET MOUNTAIN, ABOUT 0.7 MILE WEST OF
 LX6429'THE VILLAGE OF NORTH BRANFORD, AT THE NORTHEAST EDGE OF THE NEW
 LX6429'HAVEN TRAP ROCK QUARRY, ON THE SOUTH EDGE OF A PINE FOREST THAT
 LX6429'IS DIRECTLY SOUTH OF AND BORDERING A MUNICIPAL WATER SUPPLY LAKE.
 LX6429'
 LX6429'THE STATION MARK IS A STANDARD DISK STAMPED BRANFORD 2 1963, SET
 LX6429'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 1
 LX6429'FOOT SOUTH OF A WIRE FENCE THAT MARKS THE EAST-WEST BOUNDARY OF
 LX6429'THE QUARRY, AND WATERSHED OF THE LAKE.
 LX6429'
 LX6429'RM 1 IS A STANDARD DISK STAMPED BRANFORD NO 1 1942, SET IN A
 LX6429'SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 0.6 FOOT
 LX6429'SOUTH OF THE FENCE.  THE ARROW DOES NOT POINT TOWARD BRANFORD 2.
 LX6429'
 LX6429'RM 2 IS A STANDARD DISK STAMPED BRANFORD NO 2 1942, SET IN A
 LX6429'SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS DIRECTLY UNDER THE
 LX6429'BOUNDARY FENCE, AND THE ARROW IN THE DISK IS NOT POINTING TOWARD
 LX6429'THE STATION MARK.
 LX6429'
 LX6429'AZIMUTH MARK IS A STANDARD DISK STAMPED BRANFORD 1942, SET IN
 LX6429'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 4.0 FEET
 LX6429'EAST OF A 4X4 WOOD WITNESS POST.  IT IS AT THE EDGE OF WOODS ON
 LX6429'THE SOUTH SIDE OF A FIELD.
 LX6429'
 LX6429'TO REACH THE STATION FROM THE PUBLIC LIBRARY AND CONGREGATIONAL
 LX6429'CHURCH IN NORTH BRANFORD, GO WEST ON STATE HIGHWAY 80 FOR 1.4 MILES
 LX6429'TO THE ENTRANCE TO THE QUARRY ON THE RIGHT, TURN RIGHT AND GO 0.05
 LX6429'MILE TO A REVERSE Y, (THE OFFICE IS STRAIGHT AHEAD, AND SHOULD
 LX6429'BE NOTIFIED BEFORE ENTERING QUARRY AREA), TURN SHARP RIGHT
 LX6429'THROUGH METAL GATE, ACROSS TRACKS AND UP GRADE FOR 0.2 MILE TO
 LX6429'LARGE FLAT AREA, TURN SHARP RIGHT AND FOLLOW EAST EDGE OF FLAT
 LX6429'AND UP GRADE FOR 0.45 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 LX6429'EASTERLY FOR 0.2 MILE ALONG EDGE OF PINE STAND TO THE MARK
 LX6429'ON THE LEFT.  TO REACH THE AZIMUTH FROM THE STATION, FOLLOW
 LX6429'THE DIM FIELD ROAD SOUTHERLY ACROSS THE FIELDS TO THE EDGE
 LX6429'OF WOODS AND THE MARK.  (NOTE--STRIPPING OPERATIONS HAVE
 LX6429'ALREADY BEGUN IN THE FIELD NEXT TO THE STATION AND ACCESS
 LX6429'ROADS WILL PROBABLY BE CHANGED.)
 LX6429
 LX6429                          STATION RECOVERY (1976)
 LX6429
 LX6429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6429'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX6429'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1
 LX6429'WAS FOUND TO BE SHORTER BY 0.019 OF A METER AND THE DISTANCE TO
 LX6429'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.008 OF A METER.
 LX6429'THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE SMALLER
 LX6429'BY 2 MINUTES AND 22 SECONDS.  THE AZIMUTH MARK WAS SEARCHED FOR
 LX6429'BUT NOT RECOVERED.  DUE TO CHANGES A NEW AND COMPLETE
 LX6429'DESCRIPTION FOLLOWS.
 LX6429'
 LX6429'THE STATION IS ABOUT 4 MILES SOUTH OF NORTHFORD, 1-3/4 MILES
 LX6429'NORTHEAST OF TOTOKET, 3/4 MILE NORTHWEST OF NORTH BRANFORD,
 LX6429'JUST SOUTH OF LAKE GAILLARD AND ON THE PROPERTY OF THE NEW
 LX6429'HAVEN ROCK TOMASSO.  MR. JERRY WALL, PLANT MANAGER, NORTH
 LX6429'BRANFORD, CONNECTICUT, WAS CONTACTED FOR PERMISSION TO USE
 LX6429'THIS STATION.  HIS TELEPHONE NUMBER IS 484-0434.
 LX6429'
 LX6429'TO REACH THE STATION FROM THE POST OFFICE IN BRANFORD, GO
 LX6429'NORTH ON STATE HIGHWAY 139 FOR 0.05 MILE TO THE JUNCTION OF
 LX6429'STATE HIGHWAYS 80 AND 22.  TURN LEFT AND GO NORTHWEST ON STATE
 LX6429'HIGHWAYS 80 AND 22 FOR 1.3 MILES TO WHERE HIGHWAY 22 TURNS
 LX6429'RIGHT AND HIGHWAY 80 CONTINUES AHEAD.  TURN RIGHT AND GO
 LX6429'NORTH ON HIGHWAY 22 FOR 0.05 MILE TO THE ENTRANCE TO THE NEW
 LX6429'HAVEN ROCK TOMASSO ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY
 LX6429'FOR 0.1 MILE TO THE OFFICE ON THE LEFT.  CONTINUE SOUTH AND
 LX6429'WEST ON AN ASPHALT ROAD FOR 0.2 MILE TO A T-ROAD.  TURN RIGHT
 LX6429'AND GO SOUTHERLY FOR 0.15 MILE TO WHERE THE ROAD BEARS
 LX6429'SHARPLY TO THE LEFT, CROSSES THE RAILROAD TRACK AND CONTINUES
 LX6429'NORTHERLY UPHILL.  CONTINUE NOTHERLY FOR 0.5 MILE TO
 LX6429'THE TOP OF THE HILL.  TURN SHARPLY TO THE RIGHT AND GO
 LX6429'SOUTHERLY ON A PAVED ROAD FOR 0.5 MILE TO A FORK.  BEAR
 LX6429'RIGHT AND CONTINUE ON A ROAD WHICH CIRCLES AROUND
 LX6429'THE SOUTH END OF THE QUARRY FOR 0.5 MILE TO A DIM TRACK
 LX6429'ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ON THE
 LX6429'TRACK ROAD FOR 0.1 MILE TO WHERE THE ROAD TURNS RIGHT AND
 LX6429'ENTERS THE WOODS.  TURN RIGHT AND FOLLOW THE WOODS ROAD
 LX6429'EASTERLY AND THEN NORTHERLY FOR 0.15 MILE TO THE STATION
 LX6429'AS DESCRIBED.
 LX6429'
 LX6429'THE STATION MARK, STAMPED---BRANFORD 2 1963---, IS A STANDARD
 LX6429'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 LX6429'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX6429'28 FEET WEST OF A 12-INCH TREE, 14 FEET NORTHEAST OF THE EDGE
 LX6429'OF A LARGE PILE OF SLAG, 5.2 FEET NORTHEAST OF A METAL WITNESS
 LX6429'POST AND 1 FOOT SOUTHWEST OF A FENCE LINE.  NO OLD DATA WAS
 LX6429'AVAILABLE AS TO WETHER THERE IS AN UNDERGROUND MARK AT THIS
 LX6429'STATION.
 LX6429'
 LX6429'REFERENCE MARK 1, STAMPED---BRANFORD NO 1 1942---, IS A
 LX6429'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX6429'MONUMENT WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND
 LX6429'SURFACE.  IT IS 16 FEET NORTHEAST OF THE EDGE OF THE PILE OF
 LX6429'SLAG, 1.9 FEET NORTHWEST OF A METAL WITNESS POST AND 1/2 FOOT
 LX6429'SOUTHWEST OF THE FENCE.
 LX6429'
 LX6429'REFERENCE MARK 2, STAMPED---BRANFORD NO 2 1942---, IS A
 LX6429'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX6429'MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 LX6429'SURFACE.  IT IS 19 FEET NORTHEAST OF THE EDGE OF THE PILE OF
 LX6429'SLAG, 1.8 FEET EAST OF A METAL WITNESS POST AND IN THE FENCE
 LX6429'LINE.
 LX6429'
 LX6429'NO NEW AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 LX6429'
 LX6429'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.2 METERS.
 LX6429'
 LX6429'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6425 ***********************************************************************
 LX6425  DESIGNATION -  BRANFORD CONG CHURCH SPIRE
 LX6425  PID         -  LX6425
 LX6425  STATE/COUNTY-  CT/NEW HAVEN
 LX6425  USGS QUAD   -  BRANFORD (1984)
 LX6425
 LX6425                         *CURRENT SURVEY CONTROL
 LX6425  ___________________________________________________________________
 LX6425* NAD 83(1996)-  41 16 52.09064(N)    072 48 39.06258(W)     ADJUSTED  
 LX6425* NAVD 88     -                                                        
 LX6425  ___________________________________________________________________
 LX6425  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX6425  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6425
 LX6425  HORZ ORDER  -  THIRD
 LX6425
 LX6425.The horizontal coordinates were established by classical geodetic methods
 LX6425.and adjusted by the National Geodetic Survey in August 1998..
 LX6425
 LX6425
 LX6425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6425
 LX6425.The geoid height was determined by GEOID03.
 LX6425
 LX6425;                    North         East     Units Scale Factor Converg.
 LX6425;SPC CT       -   202,133.859   299,702.776   MT  0.99999280   -0 02 25.3
 LX6425;SPC CT       -   663,167.50    983,274.86   sFT  0.99999280   -0 02 25.3
 LX6425;SPC NY L     -   124,438.083   399,622.217   MT  1.00002315   +0 46 40.1
 LX6425;SPC NY L     -   408,260.61  1,311,093.89   sFT  1.00002315   +0 46 40.1
 LX6425;UTM  18      - 4,572,277.924   683,332.145   MT  1.00001366   +1 26 40.9
 LX6425
 LX6425                          SUPERSEDED SURVEY CONTROL
 LX6425
 LX6425  NAD 83(1992)-  41 16 52.08977(N)    072 48 39.06241(W) AD(       ) 4
 LX6425  NAD 83(1986)-  41 16 52.09171(N)    072 48 39.06539(W) AD(       ) 4
 LX6425  NAD 27      -  41 16 51.74502(N)    072 48 40.71454(W) AD(       ) 3
 LX6425
 LX6425.Superseded values are not recommended for survey control.
 LX6425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6425.See file dsdata.txt to determine how the superseded data were derived.
 LX6425
 LX6425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8333272278(NAD 83)
 LX6425
 LX6425  HISTORY     - Date     Condition        Report By
 LX6425  HISTORY     - UNK      MONUMENTED
 LX6425  HISTORY     - 1910     SEE DESCRIPTION  CGS
 LX6425  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX6425  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6425  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6425  HISTORY     - 1984     GOOD             USPSQD
 LX6425  HISTORY     - 1989     GOOD             USPSQD
 LX6425  HISTORY     - 19910901 GOOD             USPSQD
 LX6425  HISTORY     - 19950728 GOOD             USPSQD
 LX6425
 LX6425                          STATION DESCRIPTION
 LX6425
 LX6425'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6425'THIS CHURCH WAS BUILT IN 1843.  AN INSCRIPTION IN THE
 LX6425'FOUNDATION READS--JULY 11, A.D. 1843.  THE CHURCH WAS
 LX6425'PRACTICALLY REBUILT IN 1868-9, WHEN A NEW FRONT WITH TOWER AND
 LX6425'STEEPLE WAS BUILT AND THE REAR LENGTHENED 15 FEET.  RECOVERED
 LX6425'IN 1910.  CAN BE REACHED BY ELECTRIC CAR LINE.
 LX6425
 LX6425                          STATION RECOVERY (1916)
 LX6425
 LX6425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX6425'RECOVERY NOTES, TOGETHER WITH ORIGINAL DESCRIPTION,
 LX6425'SUFFICIENT WITH FOLLOWING ADDITIONS-- CAN BE REACHED FROM
 LX6425'NEW HAVEN BY ELECTRIC CAR LINE.
 LX6425
 LX6425                          STATION RECOVERY (1933)
 LX6425
 LX6425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6425'THIS IS THE FIRST CONGREGATIONAL CHURCH OF BRANFORD.  IT IS
 LX6425'LOCATED ON THE GREEN FACING THE BUSINESS DISTRICT OF THE TOWN.
 LX6425'
 LX6425'THE SPIRE IS ON THE NW CORNER OF THE CHURCH BUILDING.
 LX6425'
 LX6425'ABOVE THE CHURCH ROOF IS THE SQUARE BELFRY WITH SHUTTERED
 LX6425'OPENINGS, THEN FOUR CLOCK FACES AND ABOVE THE SLIM, SHINGLED
 LX6425'SPIRE.  THE MAIN CHURCH AND THE LOWER SPIRE ARE BUILT OF
 LX6425'RED-BRICK.  ALL OF THE SPIRE ABOVE THE CHURCH ROOF IS PAINTED
 LX6425'WHITE.  A WEATHER VANE TOPS THE SPIRE.
 LX6425'
 LX6425'CENTER IS THE AXIS OF THE VANE.
 LX6425'
 LX6425'THIS SPIRE IS A PROMINENT LANDMARK.
 LX6425
 LX6425                          STATION RECOVERY (1961)
 LX6425
 LX6425'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6425'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE
 LX6425'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6425
 LX6425                          STATION RECOVERY (1984)
 LX6425
 LX6425'RECOVERY NOTE BY US POWER SQUADRON 1984 (MGK)
 LX6425'STATION RECOVERED EXCELLENT - CHURCH AND SPIRE ARE AND
 LX6425'WEATHERVANE ARE INTACT.
 LX6425
 LX6425                          STATION RECOVERY (1989)
 LX6425
 LX6425'RECOVERY NOTE BY US POWER SQUADRON 1989 (HGB)
 LX6425'RECOVERED IN GOOD CONDITION.
 LX6425
 LX6425                          STATION RECOVERY (1991)
 LX6425
 LX6425'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHM)
 LX6425'RECOVERED IN GOOD CONDITION.
 LX6425
 LX6425                          STATION RECOVERY (1995)
 LX6425
 LX6425'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6438 ***********************************************************************
 LX6438  DESIGNATION -  BRANFORD HARBOR OUTER 2
 LX6438  PID         -  LX6438
 LX6438  STATE/COUNTY-  CT/NEW HAVEN
 LX6438  USGS QUAD   -  BRANFORD (1984)
 LX6438
 LX6438                         *CURRENT SURVEY CONTROL
 LX6438  ___________________________________________________________________
 LX6438* NAD 83(1996)-  41 15 19.90615(N)    072 49 27.46306(W)     ADJUSTED  
 LX6438* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6438  ___________________________________________________________________
 LX6438  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6438  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX6438
 LX6438  HORZ ORDER  -  THIRD
 LX6438
 LX6438.The horizontal coordinates were established by classical geodetic methods
 LX6438.and adjusted by the National Geodetic Survey in August 1998..
 LX6438
 LX6438.The orthometric height was scaled from a topographic map.
 LX6438
 LX6438.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6438
 LX6438.The geoid height was determined by GEOID03.
 LX6438
 LX6438;                    North         East     Units Scale Factor Converg.
 LX6438;SPC CT       -   199,290.890   298,573.997   MT  0.99999486   -0 02 57.3
 LX6438;SPC CT       -   653,840.19    979,571.52   sFT  0.99999486   -0 02 57.3
 LX6438;SPC NY L     -   121,579.206   398,534.121   MT  1.00001989   +0 46 08.4
 LX6438;SPC NY L     -   398,881.11  1,307,524.03   sFT  1.00001989   +0 46 08.4
 LX6438;UTM  18      - 4,569,406.612   682,277.388   MT  1.00000892   +1 26 06.3
 LX6438
 LX6438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6438!SPC CT       -   1.00000460  x   0.99999486  =   0.99999946
 LX6438!SPC NY L     -   1.00000460  x   1.00001989  =   1.00002449
 LX6438!UTM  18      -   1.00000460  x   1.00000892  =   1.00001352
 LX6438
 LX6438:                Primary Azimuth Mark                     Grid Az
 LX6438:SPC CT       -  BRANFORD YACHT CLUB FLAGPOLE             024 34 39.9
 LX6438:SPC NY L     -  BRANFORD YACHT CLUB FLAGPOLE             023 45 34.2
 LX6438:UTM  18      -  BRANFORD YACHT CLUB FLAGPOLE             023 05 36.3
 LX6438
 LX6438|---------------------------------------------------------------------|
 LX6438| PID    Reference Object                     Distance      Geod. Az  |
 LX6438|                                                           dddmmss.s |
 LX6438| LX6441 BRANFORD YACHT CLUB FLAGPOLE        APPROX. 0.6 KM 0243142.6 |
 LX6438| LX6355 JEFF                                APPROX. 0.9 KM 1475112.5 |
 LX6438|---------------------------------------------------------------------|
 LX6438
 LX6438                          SUPERSEDED SURVEY CONTROL
 LX6438
 LX6438  NAD 83(1992)-  41 15 19.90527(N)    072 49 27.46287(W) AD(       ) 3
 LX6438  NAD 83(1986)-  41 15 19.90687(N)    072 49 27.46627(W) AD(       ) 3
 LX6438  NAD 27      -  41 15 19.56100(N)    072 49 29.11500(W) AD(       ) 3
 LX6438
 LX6438.Superseded values are not recommended for survey control.
 LX6438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6438.See file dsdata.txt to determine how the superseded data were derived.
 LX6438
 LX6438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8227769407(NAD 83)
 LX6438
 LX6438  HISTORY     - Date     Condition        Report By
 LX6438  HISTORY     - 1933     MONUMENTED       CGS
 LX6438  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6438
 LX6438                          STATION DESCRIPTION
 LX6438
 LX6438'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6438'THIS STATION IS ON THE POINT OF ROCKS THAT MARKS THE
 LX6438'EXTREMITY OF INDIAN NECK POINT, AT THE ENTRANCE TO BRANFORD
 LX6438'HARBOR.  IT IS CLOSE TO THE NW CORNER OF THE POINT.
 LX6438'
 LX6438'THE STATION IS ABOUT 5 METERS FROM EDGE OF ROCKS TO NORTHWARD
 LX6438'AND 18.7 METERS FROM EXTREMITY OF POINT TO SOUTHWESTWARD.  6
 LX6438'METERS TO THE SOUTHWARD THE LEDGE BREAKS SHARPLY TO HIGH WATER
 LX6438'LINE.  BLINKER LIGHT ON BIG MERMAID BEARS N 60 DEG W (MAGNETIC).
 LX6438'
 LX6438'CENTER IS A BRASS PLUG CEMENTED IN THE ROCK AND MARKED IN
 LX6438'THE TOP.
 LX6438'
 LX6438'DETERMINED AS A REGULAR THIRD ORDER STATION.
 LX6438
 LX6438                          STATION RECOVERY (1961)
 LX6438
 LX6438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6438'STATION RECOVERED IN GOOD CONDITION.  THE MARK IS STAMPED
 LX6438'U.S. 2.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS
 LX6438'COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6439 ***********************************************************************
 LX6439  DESIGNATION -  BRANFORD HARBOR OUTER 1
 LX6439  PID         -  LX6439
 LX6439  STATE/COUNTY-  CT/NEW HAVEN
 LX6439  USGS QUAD   -  BRANFORD (1984)
 LX6439
 LX6439                         *CURRENT SURVEY CONTROL
 LX6439  ___________________________________________________________________
 LX6439* NAD 83(1996)-  41 15 16.69841(N)    072 49 52.31703(W)     ADJUSTED  
 LX6439* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6439  ___________________________________________________________________
 LX6439  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LX6439  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX6439
 LX6439  HORZ ORDER  -  THIRD
 LX6439
 LX6439.The horizontal coordinates were established by classical geodetic methods
 LX6439.and adjusted by the National Geodetic Survey in August 1998..
 LX6439
 LX6439.The orthometric height was scaled from a topographic map.
 LX6439
 LX6439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6439
 LX6439.The geoid height was determined by GEOID03.
 LX6439
 LX6439;                    North         East     Units Scale Factor Converg.
 LX6439;SPC CT       -   199,192.453   297,995.298   MT  0.99999493   -0 03 13.8
 LX6439;SPC CT       -   653,517.24    977,672.91   sFT  0.99999493   -0 03 13.8
 LX6439;SPC NY L     -   121,472.512   397,956.872   MT  1.00001978   +0 45 52.2
 LX6439;SPC NY L     -   398,531.07  1,305,630.17   sFT  1.00001978   +0 45 52.2
 LX6439;UTM  18      - 4,569,293.217   681,701.425   MT  1.00000634   +1 25 49.8
 LX6439
 LX6439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6439!SPC CT       -   1.00000460  x   0.99999493  =   0.99999953
 LX6439!SPC NY L     -   1.00000460  x   1.00001978  =   1.00002438
 LX6439!UTM  18      -   1.00000460  x   1.00000634  =   1.00001094
 LX6439
 LX6439:                Primary Azimuth Mark                     Grid Az
 LX6439:SPC CT       -  BRANFORD YACHT CLUB FLAGPOLE             051 18 23.9
 LX6439:SPC NY L     -  BRANFORD YACHT CLUB FLAGPOLE             050 29 17.9
 LX6439:UTM  18      -  BRANFORD YACHT CLUB FLAGPOLE             049 49 20.3
 LX6439
 LX6439|---------------------------------------------------------------------|
 LX6439| PID    Reference Object                     Distance      Geod. Az  |
 LX6439|                                                           dddmmss.s |
 LX6439| LX6441 BRANFORD YACHT CLUB FLAGPOLE        APPROX. 1.1 KM 0511510.1 |
 LX6439| LX6438 BRANFORD HARBOR OUTER 2             APPROX. 0.6 KM 0801733.3 |
 LX6439|---------------------------------------------------------------------|
 LX6439
 LX6439                          SUPERSEDED SURVEY CONTROL
 LX6439
 LX6439  NAD 83(1992)-  41 15 16.69753(N)    072 49 52.31684(W) AD(       ) 3
 LX6439  NAD 83(1986)-  41 15 16.69910(N)    072 49 52.32029(W) AD(       ) 3
 LX6439  NAD 27      -  41 15 16.35300(N)    072 49 53.96800(W) AD(       ) 3
 LX6439
 LX6439.Superseded values are not recommended for survey control.
 LX6439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6439.See file dsdata.txt to determine how the superseded data were derived.
 LX6439
 LX6439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8170169293(NAD 83)
 LX6439
 LX6439  HISTORY     - Date     Condition        Report By
 LX6439  HISTORY     - 1933     MONUMENTED       CGS
 LX6439  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6439
 LX6439                          STATION DESCRIPTION
 LX6439
 LX6439'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6439'THIS STATION IS ON THE EASTERLY SIDE OF LOVERS ISLAND AT THE
 LX6439'W SIDE OF THE ENTRANCE TO BRANFORD HARBOR.  LOVERS ISLAND IS A
 LX6439'SMALL ROCKY ISLET JUST OFF SHORE AT THE SITE OF THE OLD
 LX6439'DOUBLE BEACH HOTEL.  A SAND SPIT, A WASH AT HIGH WATER,
 LX6439'CONNECTS THE ISLAND TO THE MAINLAND.
 LX6439'
 LX6439'THE STATION IS ON THE FLAT BARE LEDGE THAT MARKS THE SHORE
 LX6439'LINE.  IT IS 3.5 METERS FROM EDGE WHERE ROCK DROPS ABRUPTLY
 LX6439'TO HIGH WATER LINE.
 LX6439'
 LX6439'STATION IS MARKED BY BRASS PLUG CEMENTED IN ROCK AND MARKED
 LX6439'U.S. 1.
 LX6439'
 LX6439'STATION DETERMINED AS A REGULAR THIRD ORDER POINT.
 LX6439
 LX6439                          STATION RECOVERY (1961)
 LX6439
 LX6439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6439'STATION RECOVERED IN GOOD CONDITION.  THE MARK IS STAMPED
 LX6439'U.S. 1.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND
 LX6439'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6360 ***********************************************************************
 LX6360  DESIGNATION -  BRANFORD REEF LIGHTHOUSE
 LX6360  PID         -  LX6360
 LX6360  STATE/COUNTY-  CT/NEW HAVEN
 LX6360  USGS QUAD   -  
 LX6360
 LX6360                         *CURRENT SURVEY CONTROL
 LX6360  ___________________________________________________________________
 LX6360* NAD 83(1996)-  41 13 16.66891(N)    072 48 19.16359(W)     ADJUSTED  
 LX6360* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6360  ___________________________________________________________________
 LX6360  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX6360  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX6360
 LX6360  HORZ ORDER  -  SECOND
 LX6360
 LX6360.The horizontal coordinates were established by classical geodetic methods
 LX6360.and adjusted by the National Geodetic Survey in August 1998..
 LX6360
 LX6360.The orthometric height was scaled from a topographic map.
 LX6360
 LX6360.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6360
 LX6360.The geoid height was determined by GEOID03.
 LX6360
 LX6360;                    North         East     Units Scale Factor Converg.
 LX6360;SPC CT       -   195,487.894   300,161.593   MT  0.99999792   -0 02 12.1
 LX6360;SPC CT       -   641,363.20    984,780.16   sFT  0.99999792   -0 02 12.1
 LX6360;SPC NY L     -   117,799.186   400,175.895   MT  1.00001585   +0 46 53.1
 LX6360;SPC NY L     -   386,479.50  1,312,910.42   sFT  1.00001585   +0 46 53.1
 LX6360;UTM  18      - 4,565,645.941   683,962.957   MT  1.00001652   +1 26 47.9
 LX6360
 LX6360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6360!SPC CT       -   1.00000478  x   0.99999792  =   1.00000270
 LX6360!SPC NY L     -   1.00000478  x   1.00001585  =   1.00002063
 LX6360!UTM  18      -   1.00000478  x   1.00001652  =   1.00002130
 LX6360
 LX6360                          SUPERSEDED SURVEY CONTROL
 LX6360
 LX6360  NAD 83(1992)-  41 13 16.66807(N)    072 48 19.16339(W) AD(       ) 2
 LX6360  NAD 83(1986)-  41 13 16.66935(N)    072 48 19.16645(W) AD(       ) 2
 LX6360  NAD 27      -  41 13 16.32100(N)    072 48 20.81200(W) AD(       ) 2
 LX6360
 LX6360.Superseded values are not recommended for survey control.
 LX6360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6360.See file dsdata.txt to determine how the superseded data were derived.
 LX6360
 LX6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8396365646(NAD 83)
 LX6360
 LX6360  HISTORY     - Date     Condition        Report By
 LX6360  HISTORY     - 1931     MONUMENTED       CGS
 LX6360  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6360  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6360
 LX6360                          STATION DESCRIPTION
 LX6360
 LX6360'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6360'STATION IS THE AUTOMATIC, WHITE FLASHING 3 SECONDS, STRUCTURE
 LX6360'ON BRANFORD REEF, N SIDE OF LONG ISLAND SOUND, ABOUT 5 MILES E
 LX6360'OF THE ENTRANCE TO NEW HARBOR.
 LX6360'
 LX6360'STRUCTURE IS A STEEL FRAME ON A CIRCULAR MASONARY FOUNDATION
 LX6360'ABOUT 30 FEET HIGH ALTOGETHER.
 LX6360'
 LX6360'IT IS SO CONSTRUCTED AS TO BE ALMOST IMPOSSIBLE TO OCCUPY WITH
 LX6360'AN INSTRUMENT UNLESS A STRUCTURE WERE BUILT ON TOP.  DIFFICULTY
 LX6360'WOULD BE HAD TO GET ON THE STRUCTURE AS THE BASE OFFERS A PLANE
 LX6360'SURFACE WITH NO LADDER AT PRESENT.
 LX6360
 LX6360                          STATION RECOVERY (1933)
 LX6360
 LX6360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6360'STATION WAS RECOVERED AS DESCRIBED.  THE LATEST ISSUE OF THE LIGHT
 LX6360'LIST CALLS THIS STRUCTURE BRANFORD REEF LIGHT.  IT IS SO DESIGNATED
 LX6360'AT THIS TIME.
 LX6360
 LX6360                          STATION RECOVERY (1961)
 LX6360
 LX6360'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6360'THE STATION IS DESTROYED.  THE C.G. LIST OF LIGHTS STATES THAT
 LX6360'THIS LIGHT WAS REBUILT IN 1939.  A NEW LOCATION OF THE LIGHT WAS
 LX6360'MADE BY THIS PARTY AND DESIGNATED BRANFORD REEF LIGHT, 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6461 ***********************************************************************
 LX6461  DESIGNATION -  BRANFORD STANDPIPE
 LX6461  PID         -  LX6461
 LX6461  STATE/COUNTY-  CT/NEW HAVEN
 LX6461  USGS QUAD   -  BRANFORD (1984)
 LX6461
 LX6461                         *CURRENT SURVEY CONTROL
 LX6461  ___________________________________________________________________
 LX6461* NAD 83(1996)-  41 18 35.87457(N)    072 49 17.61449(W)     ADJUSTED  
 LX6461* NAVD 88     -                                                        
 LX6461  ___________________________________________________________________
 LX6461  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX6461  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6461
 LX6461  HORZ ORDER  -  THIRD
 LX6461
 LX6461.The horizontal coordinates were established by classical geodetic methods
 LX6461.and adjusted by the National Geodetic Survey in August 1998..
 LX6461
 LX6461
 LX6461.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6461
 LX6461.The geoid height was determined by GEOID03.
 LX6461
 LX6461;                    North         East     Units Scale Factor Converg.
 LX6461;SPC CT       -   205,336.242   298,808.281   MT  0.99999072   -0 02 50.8
 LX6461;SPC CT       -   673,673.99    980,340.17   sFT  0.99999072   -0 02 50.8
 LX6461;UTM  18      - 4,575,456.105   682,354.914   MT  1.00000926   +1 26 18.4
 LX6461
 LX6461                          SUPERSEDED SURVEY CONTROL
 LX6461
 LX6461  NAD 83(1992)-  41 18 35.87368(N)    072 49 17.61434(W) AD(       ) 4
 LX6461  NAD 83(1986)-  41 18 35.87577(N)    072 49 17.61735(W) AD(       ) 4
 LX6461  NAD 27      -  41 18 35.52930(N)    072 49 19.26015(W) AD(       ) 3
 LX6461
 LX6461.Superseded values are not recommended for survey control.
 LX6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6461.See file dsdata.txt to determine how the superseded data were derived.
 LX6461
 LX6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8235575456(NAD 83)
 LX6461
 LX6461  HISTORY     - Date     Condition        Report By
 LX6461  HISTORY     - 1976     MONUMENTED       NGS
 LX6461  HISTORY     - 19950728 GOOD             USPSQD
 LX6461
 LX6461                          STATION DESCRIPTION
 LX6461
 LX6461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6461'THE STATION IS THE FINIAL OF THE BRANFORD STANDPIPE WHICH IS
 LX6461'OWNED BY THE NEW HAVEN WATER COMPANY.  THE STANDPIPE IS PAINTED
 LX6461'GREEN AND IS ABOUT 65 FEET HIGH.
 LX6461'
 LX6461'THE STATION IS ABOUT 3 MILES SOUTHWEST OF NORTH BRANFORD, 2
 LX6461'MILES NORTH OF BRANFORD AND 1-1/2 MILES SOUTHEAST OF FOXON.
 LX6461'
 LX6461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80
 LX6461'AND 22, ABOUT 1-1/2 MILES NORTHWEST OF NORTH BRANFORD, GO
 LX6461'SOUTHWEST ON HIGHWAY 80 FOR 1.05 MILES TO A CROSSROAD.  TURN
 LX6461'LEFT AND GO SOUTH ON TOTOKET ROAD FOR 1.6 MILES TO THE
 LX6461'STATION ON THE RIGHT.
 LX6461'
 LX6461'DESCRIBED BY NOLAN B. JOHNSON.
 LX6461
 LX6461                          STATION RECOVERY (1995)
 LX6461
 LX6461'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6441 ***********************************************************************
 LX6441  DESIGNATION -  BRANFORD YACHT CLUB FLAGPOLE
 LX6441  PID         -  LX6441
 LX6441  STATE/COUNTY-  CT/NEW HAVEN
 LX6441  USGS QUAD   -  BRANFORD (1984)
 LX6441
 LX6441                         *CURRENT SURVEY CONTROL
 LX6441  ___________________________________________________________________
 LX6441* NAD 83(1996)-  41 15 38.58906(N)    072 49 16.16460(W)     ADJUSTED  
 LX6441* NAVD 88     -                                                        
 LX6441  ___________________________________________________________________
 LX6441  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX6441  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6441
 LX6441  HORZ ORDER  -  THIRD
 LX6441
 LX6441.The horizontal coordinates were established by classical geodetic methods
 LX6441.and adjusted by the National Geodetic Survey in August 1998..
 LX6441
 LX6441
 LX6441.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6441
 LX6441.The geoid height was determined by GEOID03.
 LX6441
 LX6441;                    North         East     Units Scale Factor Converg.
 LX6441;SPC CT       -   199,867.027   298,837.503   MT  0.99999443   -0 02 49.9
 LX6441;SPC CT       -   655,730.40    980,436.04   sFT  0.99999443   -0 02 49.9
 LX6441;SPC NY L     -   122,159.062   398,789.379   MT  1.00002054   +0 46 15.8
 LX6441;SPC NY L     -   400,783.52  1,308,361.49   sFT  1.00002054   +0 46 15.8
 LX6441;UTM  18      - 4,569,989.391   682,525.884   MT  1.00001003   +1 26 14.3
 LX6441
 LX6441                          SUPERSEDED SURVEY CONTROL
 LX6441
 LX6441  NAD 83(1992)-  41 15 38.58818(N)    072 49 16.16443(W) AD(       ) 4
 LX6441  NAD 83(1986)-  41 15 38.58987(N)    072 49 16.16782(W) AD(       ) 4
 LX6441  NAD 27      -  41 15 38.24000(N)    072 49 17.82000(W) AD(       ) 3
 LX6441
 LX6441.Superseded values are not recommended for survey control.
 LX6441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6441.See file dsdata.txt to determine how the superseded data were derived.
 LX6441
 LX6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8252669989(NAD 83)
 LX6441
 LX6441  HISTORY     - Date     Condition        Report By
 LX6441  HISTORY     - 1933     MONUMENTED       CGS
 LX6441  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6441
 LX6441                          STATION DESCRIPTION
 LX6441
 LX6441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6441'THIS POLE IS ON THE GROUNDS OF THE BRANFORD YACHT CLUB AT THE
 LX6441'FOOT OF HARBOR STREET.  THE CLUBHOUSE IS A SMALL ONE-STORY
 LX6441'AND BASEMENT STRUCTURE ON THE W SIDE OF THE STREET.
 LX6441'
 LX6441'THE POLE IS ON THE LEDGE ABOUT 25 METERS S 85 DEG W
 LX6441'(MAGNETIC) FROM THE SW CORNER OF THE YACHT CLUB PORCH.  NW
 LX6441'CORNER OF THE PORCH IS 13.5 METERS DISTANT.  5 METERS W OF THE
 LX6441'POLE, THE ROCKS DROP ABRUPTLY TO THE HIGH WATER LINE.  A
 LX6441'PROJECTING IRON BOLT NEAR THE SOUTHWESTERLY TIP OF THE ROCKS
 LX6441'BEARS S 40 DEG W (MAGNETIC) AND IS 13.6 METERS DISTANT.
 LX6441'
 LX6441'THE POLE IS ABOUT 40 FEET OVER-ALL.  IT HAS A VERY SLENDER
 LX6441'TOPMAST SECURED TO CROSS TREES WITH STEEL GUYS.  JUST BELOW THE
 LX6441'CROSS TREES, THE POLE HAS THREE ELECTRIC SIGNAL LAMPS.
 LX6441'
 LX6441'CENTER IS THE CENTER LINE OF THE BASE OF THE POLE.
 LX6441'
 LX6441'U.S. NO.5, A U.S. ENGINEERS MARK, IS THE HIGHEST PART OF THE
 LX6441'LEDGE.  IT BEARS N 10 DEG E (MAGNETIC) AND IS 2.72 METERS
 LX6441'DISTANT.
 LX6441
 LX6441                          STATION RECOVERY (1961)
 LX6441
 LX6441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6441'STATION DESTROYED.  THE BASE OF THE POLE WAS FOUND IN THE
 LX6441'LEDGE.
 LX6441'
 LX6441'THE POLE HAD BEEN CUT OFF FLUSH WITH THE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5490 ***********************************************************************
 LX5490  DESIGNATION -  BRANIERS CHIMNEY
 LX5490  PID         -  LX5490
 LX5490  STATE/COUNTY-  CT/NEW LONDON
 LX5490  USGS QUAD   -  NIANTIC (1983)
 LX5490
 LX5490                         *CURRENT SURVEY CONTROL
 LX5490  ___________________________________________________________________
 LX5490* NAD 83(1996)-  41 20 57.66085(N)    072 11 07.92524(W)     ADJUSTED  
 LX5490* NAVD 88     -                                                        
 LX5490  ___________________________________________________________________
 LX5490  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LX5490  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5490
 LX5490  HORZ ORDER  -  THIRD
 LX5490
 LX5490.The horizontal coordinates were established by classical geodetic methods
 LX5490.and adjusted by the National Geodetic Survey in August 1998..
 LX5490
 LX5490
 LX5490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5490
 LX5490.The geoid height was determined by GEOID03.
 LX5490
 LX5490;                    North         East     Units Scale Factor Converg.
 LX5490;SPC CT       -   209,862.123   352,039.463   MT  0.99998829   +0 22 27.4
 LX5490;SPC CT       -   688,522.65  1,154,982.80   sFT  0.99998829   +0 22 27.4
 LX5490;SPC NY L     -   132,910.630   451,845.591   MT  1.00003282   +1 11 12.5
 LX5490;SPC NY L     -   436,057.63  1,482,430.08   sFT  1.00003282   +1 11 12.5
 LX5490;UTM  18      - 4,581,361.653   735,458.834   MT  1.00028235   +1 51 36.8
 LX5490
 LX5490                          SUPERSEDED SURVEY CONTROL
 LX5490
 LX5490  NAD 83(1992)-  41 20 57.65977(N)    072 11 07.92456(W) AD(       ) 4
 LX5490  NAD 83(1986)-  41 20 57.66117(N)    072 11 07.92895(W) AD(       ) 4
 LX5490  NAD 27      -  41 20 57.32400(N)    072 11 09.65400(W) AD(       ) 3
 LX5490
 LX5490.Superseded values are not recommended for survey control.
 LX5490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5490.See file dsdata.txt to determine how the superseded data were derived.
 LX5490
 LX5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3545981362(NAD 83)
 LX5490_MARKER: 85 = CHIMNEY
 LX5490
 LX5490  HISTORY     - Date     Condition        Report By
 LX5490  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5490  HISTORY     - 1966     GOOD             CGS
 LX5490  HISTORY     - 1984     GOOD             USPSQD
 LX5490
 LX5490                          STATION DESCRIPTION
 LX5490
 LX5490'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5490'BRANIERS HOUSE IS LOCATED ON THE E BANK OF THE NIANTIC RIVER JUST N
 LX5490'OF SANDY POINT.  THE HOUSE SETS ON THE BANK OF THE RIVER AND W OF
 LX5490'THE ROAD ALONG THE E BANK OF THE RIVER.  IT IS A TWO-STORY FRAME
 LX5490'BUILDING WITH A RED BRICK BASEMENT AND A RED SLATE ROOF.  THERE
 LX5490'IS A PORCH ON EACH FLOOR ON THE RIVER SIDE OF THE BUILDING.  THE
 LX5490'RED BRICK CHIMNEY IS AT THE FRONT CENTER OF THE HOUSE.  THE
 LX5490'STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT 30 FEET.
 LX5490
 LX5490                          STATION RECOVERY (1966)
 LX5490
 LX5490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5490'RECOVERED IN GOOD CONDITION.  ACCORDING TO CARETAKER THERE HAS
 LX5490'BEEN NO CHANGE IN CHIMNEY SINCE 1934.  THE DESCRIPTION IS ADEQUATE.
 LX5490
 LX5490                          STATION RECOVERY (1984)
 LX5490
 LX5490'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5490'BRANIERS CHIMNEY 1934 RECOVERED AS DESCRIBED--GOOD BY G.C.M. IN
 LX5490'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3531 ***********************************************************************
 LX3531  DESIGNATION -  BRAUER
 LX3531  PID         -  LX3531
 LX3531  STATE/COUNTY-  CT/LITCHFIELD
 LX3531  USGS QUAD   -  THOMASTON (1976)
 LX3531
 LX3531                         *CURRENT SURVEY CONTROL
 LX3531  ___________________________________________________________________
 LX3531* NAD 83(1996)-  41 42 42.72108(N)    073 02 24.36016(W)     ADJUSTED  
 LX3531* NAVD 88     -       297.8    (meters)     977.     (feet)  VERTCON   
 LX3531  ___________________________________________________________________
 LX3531  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LX3531  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX3531
 LX3531  HORZ ORDER  -  FIRST
 LX3531
 LX3531.The horizontal coordinates were established by classical geodetic methods
 LX3531.and adjusted by the National Geodetic Survey in August 1998..
 LX3531
 LX3531.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3531
 LX3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3531
 LX3531.The geoid height was determined by GEOID03.
 LX3531
 LX3531;                    North         East     Units Scale Factor Converg.
 LX3531;SPC CT       -   250,010.370   280,657.815   MT  0.99998797   -0 11 32.5
 LX3531;SPC CT       -   820,242.36    920,791.51   sFT  0.99998797   -0 11 32.5
 LX3531;UTM  18      - 4,619,641.874   663,048.125   MT  0.99992715   +1 18 15.7
 LX3531
 LX3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3531!SPC CT       -   0.99995784  x   0.99998797  =   0.99994581
 LX3531!UTM  18      -   0.99995784  x   0.99992715  =   0.99988499
 LX3531
 LX3531|---------------------------------------------------------------------|
 LX3531| PID    Reference Object                     Distance      Geod. Az  |
 LX3531|                                                           dddmmss.s |
 LX3531| CB3623 BRAUER RM 1                          19.537 METERS 02806     |
 LX3531| LX7229 BARBERINO                           APPROX. 5.7 KM 0864720.8 |
 LX3531| LX3530 5770                                233.580 METERS 09329     |
 LX3531| LX3529 TERRYVILLE WATER TANK               APPROX. 2.5 KM 1642538.7 |
 LX3531| CB3624 BRAUER RM 2                          22.394 METERS 30537     |
 LX3531|---------------------------------------------------------------------|
 LX3531
 LX3531                          SUPERSEDED SURVEY CONTROL
 LX3531
 LX3531  NAD 83(1996)-  41 42 42.72077(N)    073 02 24.36041(W) AD(       ) 1
 LX3531  NAD 83(1992)-  41 42 42.72104(N)    073 02 24.36062(W) AD(       ) 1
 LX3531  NAD 83(1992)-  41 42 42.72243(N)    073 02 24.36196(W) AD(       ) 1
 LX3531  NAD 83(1986)-  41 42 42.72243(N)    073 02 24.36214(W) AD(       ) 1
 LX3531  NAD 27      -  41 42 42.36964(N)    073 02 25.97518(W) AD(       ) 1
 LX3531  NGVD 29 (07/19/86)  298.1    (m)          978.     (f) VERT ANG       
 LX3531
 LX3531.Superseded values are not recommended for survey control.
 LX3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3531.See file dsdata.txt to determine how the superseded data were derived.
 LX3531
 LX3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6304819642(NAD 83)
 LX3531_MARKER: DS = TRIANGULATION STATION DISK
 LX3531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3531
 LX3531  HISTORY     - Date     Condition        Report By
 LX3531  HISTORY     - 1981     MONUMENTED       NGS
 LX3531
 LX3531                          STATION DESCRIPTION
 LX3531
 LX3531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3531'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) WEST-NORTHWEST FROM
 LX3531'BRISTOL, 8.8 KM (5.5 MI) SOUTHWEST FROM BURLINGTON, 7.2 KM
 LX3531'(4.5 MI) SOUTH FROM HARWINTON, 4.8 KM (3 MI) NORTHEAST FROM
 LX3531'THOMASTON.
 LX3531'OWNERSHIP--MR ARTHUR BRAUER, BOX 7 HARWINTON AVENUE,
 LX3531'TERRYVILLE CT 06786, PHONE NUMBER 203-282-9395.
 LX3531'
 LX3531'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 72
 LX3531'WHICH IS ABOUT 1.6 KM (1 MI) EAST FROM HARWINTON, GO WEST ON
 LX3531'STATE HIGHWAY 4 FOR 1.6 KM (1 MI) TO A CROSSROAD (LOCUST RD)
 LX3531'TURN LEFT, SOUTHERLY ON LOCUST ROAD FOR 1.2 KM (0.75 MI) TO A
 LX3531'FORK.  TAKE RIGHT FORK (PLYMOUTH RD) SOUTHERLY FOR 4.9 KM (3.05
 LX3531'MI) TO A SIDE ROAD LEFT (ROCKY ROAD EAST).  CONTINUE SOUTHERLY
 LX3531'ON PLYMOUTH ROAD FOR 1.0 KM (0.65 MI) TO A TRACK ROAD RIGHT
 LX3531'AND A GATE, JUST SOUTH OF A HOUSE.  TURN RIGHT AND GO WESTERLY
 LX3531'ON THE TRACK ROAD FOR 0.2 KM (0.1 MI) TO THE CORNER OF A FIELD
 LX3531'AND A WIRE GATE AT THE EDGE OF SOME TREES.  PASS THROUGH GATE AND
 LX3531'CONTINUE WESTERLY FOR 30 METERS (98 FT) TO THE STATION ON LEFT.
 LX3531'
 LX3531'THE STATION IS A STANDARD NGS DISK
 LX3531'STAMPED---BRAUER 1981---,
 LX3531'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3531'FLUSH WITH GROUND.  IT IS LOCATED
 LX3531'30.2 METERS (99.0 FT) WEST FROM A BARBED WIRE FENCE AT A GATE,
 LX3531'11.5 METERS (37.7 FT) SOUTH FROM A BARBED WIRE FENCE AND A METAL
 LX3531'WITNESS POST AND
 LX3531'7.9 METERS (26.0 FT) SOUTH FROM THE CENTER OF A TRACK ROAD.
 LX3531'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3531'STAMPED---BRAUER 1981---,
 LX3531'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3531'
 LX3531'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3531'STAMPED---BRAUER NO 1 1981---,
 LX3531'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3531'12.3 METERS (40.35 FT) EAST-NORTHEAST FROM A METAL WITNESS POST,
 LX3531'4.74 METERS (15.55 FT) NORTH FROM A BARBED WIRE FENCE.
 LX3531'MARK IS ABOVE STATION 0.4 METER.
 LX3531'
 LX3531'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3531'STAMPED---BRAUER NO 2 1981---,
 LX3531'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 2 METERS
 LX3531'LARGEST DIMENSION.  IT IS LOCATED
 LX3531'17.01 METERS (55.8 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 LX3531'4.39 METER (14.4 FT) NORTH FROM A BARBED WIRE FENCE.
 LX3531'MARK IS ABOVE STATION 0.4 METER.
 LX3531'
 LX3531'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX3531'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6987 ***********************************************************************
 LX6987  DESIGNATION -  BRAZOS
 LX6987  PID         -  LX6987
 LX6987  STATE/COUNTY-  CT/MIDDLESEX
 LX6987  USGS QUAD   -  MIDDLETOWN (1992)
 LX6987
 LX6987                         *CURRENT SURVEY CONTROL
 LX6987  ___________________________________________________________________
 LX6987* NAD 83(1996)-  41 34 42.82058(N)    072 38 35.45142(W)     ADJUSTED  
 LX6987* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LX6987  ___________________________________________________________________
 LX6987  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX6987  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX6987
 LX6987  HORZ ORDER  -  THIRD
 LX6987
 LX6987.The horizontal coordinates were established by classical geodetic methods
 LX6987.and adjusted by the National Geodetic Survey in August 1998..
 LX6987
 LX6987.The orthometric height was scaled from a topographic map.
 LX6987
 LX6987.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6987
 LX6987.The geoid height was determined by GEOID03.
 LX6987
 LX6987;                    North         East     Units Scale Factor Converg.
 LX6987;SPC CT       -   235,169.784   313,708.654   MT  0.99998345   +0 04 15.0
 LX6987;SPC CT       -   771,552.87  1,029,225.81   sFT  0.99998345   +0 04 15.0
 LX6987;UTM  18      - 4,605,668.647   696,475.442   MT  1.00007507   +1 33 52.5
 LX6987
 LX6987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6987!SPC CT       -   1.00000249  x   0.99998345  =   0.99998594
 LX6987!UTM  18      -   1.00000249  x   1.00007507  =   1.00007756
 LX6987
 LX6987|---------------------------------------------------------------------|
 LX6987| PID    Reference Object                     Distance      Geod. Az  |
 LX6987|                                                           dddmmss.s |
 LX6987| CZ7105 BRAZOS RM 1                          10.830 METERS 00628     |
 LX6987| LX6954 PORTLAND EPIS CHURCH SPIRE          APPROX. 0.7 KM 0795547.1 |
 LX6987| CZ7106 BRAZOS RM 2                          12.200 METERS 08621     |
 LX6987| LX6986 118                                   3.650 METERS 28123     |
 LX6987|---------------------------------------------------------------------|
 LX6987
 LX6987                          SUPERSEDED SURVEY CONTROL
 LX6987
 LX6987  NAD 83(1992)-  41 34 42.81991(N)    072 38 35.45141(W) AD(       ) 3
 LX6987  NAD 83(1986)-  41 34 42.82189(N)    072 38 35.45336(W) AD(       ) 3
 LX6987  NAD 27      -  41 34 42.46200(N)    072 38 37.12400(W) AD(       ) 3
 LX6987
 LX6987.Superseded values are not recommended for survey control.
 LX6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6987.See file dsdata.txt to determine how the superseded data were derived.
 LX6987
 LX6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9647505669(NAD 83)
 LX6987_MARKER: Z = SEE DESCRIPTION
 LX6987_SETTING: 0 = UNSPECIFIED SETTING
 LX6987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6987
 LX6987  HISTORY     - Date     Condition        Report By
 LX6987  HISTORY     - 1935     MONUMENTED       CGS
 LX6987  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6987
 LX6987                          STATION DESCRIPTION
 LX6987
 LX6987'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6987'THE STATION IS ON THE HIGH SPOIL BANK IN THE OLD STONE QUARRY OF
 LX6987'A. BRAZOS AND SONS INC., 0.3 MILE W OF THE PORTLAND HIGH
 LX6987'SCHOOL.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12-
 LX6987'BY 12- BY 30-INCH CONCRETE POST SET FLUSH WITH THE GROUND ON TOP
 LX6987'OF THE SPOIL BANK AT THE W SIDE OF THE N END OF THE QUARRY.  THE
 LX6987'SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 LX6987'CONCRETE.
 LX6987'
 LX6987'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 12- BY 12- BY
 LX6987'30-INCH CONCRETE POST SET FLUSH WITH THE GROUND NORTHEASTERLY
 LX6987'OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN
 LX6987'THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE
 LX6987'GROUND SOUTHEASTERLY OF THE STATION.
 LX6987'
 LX6987'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6987
 LX6987                          STATION RECOVERY (1948)
 LX6987
 LX6987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6987'THE STATION WAS SEARCHED FOR BY THREE MEN FOR ONE AND ONE-HALF
 LX6987'HOURS.  THE DESCRIPTION IS INADEQUATE FOR RECOVERY TODAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3717 ***********************************************************************
 LX3717  DESIGNATION -  BREAK HOUSATONIC R BRK WTR LT
 LX3717  PID         -  LX3717
 LX3717  STATE/COUNTY-  CT/NEW HAVEN
 LX3717  USGS QUAD   -  MILFORD (1984)
 LX3717
 LX3717                         *CURRENT SURVEY CONTROL
 LX3717  ___________________________________________________________________
 LX3717* NAD 83(1996)-  41 09 38.60332(N)    073 05 34.89906(W)     ADJUSTED  
 LX3717* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3717  ___________________________________________________________________
 LX3717  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 LX3717  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX3717
 LX3717  HORZ ORDER  -  THIRD
 LX3717
 LX3717.The horizontal coordinates were established by classical geodetic methods
 LX3717.and adjusted by the National Geodetic Survey in August 1998..
 LX3717
 LX3717.The orthometric height was scaled from a topographic map.
 LX3717
 LX3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3717
 LX3717.The geoid height was determined by GEOID03.
 LX3717
 LX3717;                    North         East     Units Scale Factor Converg.
 LX3717;SPC CT       -   188,816.369   276,010.102   MT  1.00000420   -0 13 38.8
 LX3717;SPC CT       -   619,475.04    905,543.14   sFT  1.00000420   -0 13 38.8
 LX3717;UTM  18      - 4,558,351.854   659,993.092   MT  0.99991505   +1 15 19.4
 LX3717
 LX3717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3717!SPC CT       -   1.00000459  x   1.00000420  =   1.00000880
 LX3717!UTM  18      -   1.00000459  x   0.99991505  =   0.99991964
 LX3717
 LX3717:                Primary Azimuth Mark                     Grid Az
 LX3717:SPC CT       -  STRATFORD POINT LIGHTHOUSE               221 54 57.5
 LX3717:UTM  18      -  STRATFORD POINT LIGHTHOUSE               220 25 59.3
 LX3717
 LX3717|---------------------------------------------------------------------|
 LX3717| PID    Reference Object                     Distance      Geod. Az  |
 LX3717|                                                           dddmmss.s |
 LX3717| LX3692 STRATFORD POINT LIGHTHOUSE          APPROX. 1.3 KM 2214118.7 |
 LX3717| LX3691 HOUSATONIC RIVER BEACON 1           APPROX. 0.9 KM 2860826.7 |
 LX3717| LX3698 HOUSATONIC RIVER BEACON 3           APPROX. 1.6 KM 3022225.9 |
 LX3717|---------------------------------------------------------------------|
 LX3717
 LX3717                          SUPERSEDED SURVEY CONTROL
 LX3717
 LX3717  NAD 83(1992)-  41 09 38.60231(N)    073 05 34.89858(W) AD(       ) 3
 LX3717  NAD 83(1986)-  41 09 38.60716(N)    073 05 34.90260(W) AD(       ) 3
 LX3717  NAD 27      -  41 09 38.25400(N)    073 05 36.51300(W) AD(       ) 3
 LX3717
 LX3717.Superseded values are not recommended for survey control.
 LX3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3717.See file dsdata.txt to determine how the superseded data were derived.
 LX3717
 LX3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5999358352(NAD 83)
 LX3717_MARKER: 14 = NAVIGATION LIGHT
 LX3717_SETTING: 0 = UNSPECIFIED SETTING
 LX3717
 LX3717  HISTORY     - Date     Condition        Report By
 LX3717  HISTORY     - 1931     FIRST OBSERVED   CGS
 LX3717  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3717  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3717  HISTORY     - 1982     GOOD             NGS
 LX3717
 LX3717                          STATION DESCRIPTION
 LX3717
 LX3717'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX3717'STATION IS THE FLASHING RED, 3-SECOND AUTOMATIC BEACON MARKING
 LX3717'THE SE END OF THE ROCK BREAKWATER WHICH EXTENDS SE FROM MILFORD
 LX3717'POINT, MILFORD HARBOR, CONN.  THIS LIGHT IS APPROXIMATELY
 LX3717'3/4 MILE NE OF STRATFORD POINT LIGHTHOUSE.  IT IS A STEEL FRAME
 LX3717'STRUCTURE ON A CONCRETE BASE.  NOT MARKED.
 LX3717
 LX3717                          STATION RECOVERY (1933)
 LX3717
 LX3717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3717'RECOVERED AND RE-DETERMINED, AND CALLED HOUSATONIC RIVER
 LX3717'BREAKWATER LIGHT IN ACCORDANCE WITH THE LIGHT LIST.
 LX3717
 LX3717                          STATION RECOVERY (1960)
 LX3717
 LX3717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3717'RECOVERED IN EXCELLENT CONDITION.  NEW DESCRIPTION IS NECESSARY,
 LX3717'AS FOLLOWS--STATION IS THE FL. R 2-1/2 SEC. AUTOMATIC BEACON
 LX3717'MARKING THE SE END OF THE ROCK BREAKWATER WHICH EXTENDS SE FROM
 LX3717'MILFORD PT.  THIS LIGHT IS APPROX. 3/4 MILE NE OF STRATFORD
 LX3717'PT. L. H.  IT IS A STEEL FRAME STRUCTURE ON A CONCRETE BASE.  AND
 LX3717'MARKS THE EN SIDE OF THE ENTRANCE TO THE HOUSATONIC RIVER.
 LX3717
 LX3717                          STATION RECOVERY (1982)
 LX3717
 LX3717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3717'THE STATION, BREAK HOUSATONIC RIVER BREAKWATER LIGHT, WAS
 LX3717'RECOVERED IN GOOD CONDITION.  THE STATION WAS DESIGNATED
 LX3717'BREAK IN 1931.  IT WAS REDESIGNATED HOUSATONIC RIVER
 LX3717'BREAKWATER LIGHT IN 1933.
 LX3717'THE STATION, BREAK HOUSATONIC RIVER BREAKWATER LIGHT, IS THE
 LX3717'FLASHING RED LIGHT, ON THE 8 METERS (25 FT) HIGH, SKELETON
 LX3717'STEEL TOWER WHICH IS ON A CONCRETE BASE.  THE LIGHT FLASHES AT
 LX3717'4 SECOND INTERVALS.
 LX3717'
 LX3717'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) NORTHEAST OF
 LX3717'STRATFORD POINT LIGHTHOUSE, ON THE SOUTHEAST END OF THE ROCK
 LX3717'BREAKWATER THAT EXTENDS SOUTHEAST FROM MILFORD POINT INTO
 LX3717'MILFORD HARBOR AND MARKS THE EASTERN SIDE OF THE ENTRANCE
 LX3717'TO THE HOUSATONIC RIVER.
 LX3717'OWNERSHIP--CITY OF MILFORD, MILFORD CT 06460.
 LX3717'
 LX3717'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6480 ***********************************************************************
 LX6480  DESIGNATION -  BRICK
 LX6480  PID         -  LX6480
 LX6480  STATE/COUNTY-  CT/NEW HAVEN
 LX6480  USGS QUAD   -  NEW HAVEN (1984)
 LX6480
 LX6480                         *CURRENT SURVEY CONTROL
 LX6480  ___________________________________________________________________
 LX6480* NAD 83(1996)-  41 20 36.33809(N)    072 53 26.74026(W)     ADJUSTED  
 LX6480* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6480  ___________________________________________________________________
 LX6480  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LX6480  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6480
 LX6480  HORZ ORDER  -  SECOND
 LX6480
 LX6480.The horizontal coordinates were established by classical geodetic methods
 LX6480.and adjusted by the National Geodetic Survey in August 1998..
 LX6480
 LX6480.The orthometric height was scaled from a topographic map.
 LX6480
 LX6480.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6480
 LX6480.The geoid height was determined by GEOID03.
 LX6480
 LX6480;                    North         East     Units Scale Factor Converg.
 LX6480;SPC CT       -   209,059.625   293,019.465   MT  0.99998862   -0 05 36.0
 LX6480;SPC CT       -   685,889.79    961,348.03   sFT  0.99998862   -0 05 36.0
 LX6480;SPC NY L     -   131,267.922   392,840.403   MT  1.00003192   +0 43 31.9
 LX6480;SPC NY L     -   430,668.17  1,288,843.89   sFT  1.00003192   +0 43 31.9
 LX6480;UTM  18      - 4,579,028.093   676,471.421   MT  0.99998327   +1 23 37.2
 LX6480
 LX6480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6480!SPC CT       -   1.00000455  x   0.99998862  =   0.99999317
 LX6480!SPC NY L     -   1.00000455  x   1.00003192  =   1.00003647
 LX6480!UTM  18      -   1.00000455  x   0.99998327  =   0.99998782
 LX6480
 LX6480:                Primary Azimuth Mark                     Grid Az
 LX6480:SPC CT       -  NORTH HAVEN BRICK CO STACK               015 44 48.2
 LX6480:SPC NY L     -  NORTH HAVEN BRICK CO STACK               014 55 40.3
 LX6480:UTM  18      -  NORTH HAVEN BRICK CO STACK               014 15 35.0
 LX6480
 LX6480|---------------------------------------------------------------------|
 LX6480| PID    Reference Object                     Distance      Geod. Az  |
 LX6480|                                                           dddmmss.s |
 LX6480| LX6479 NORTH HAVEN BRICK CO STACK          APPROX. 1.8 KM 0153912.2 |
 LX6480| LX6449 AMERICAN CREOSOTING CO TANK         APPROX. 2.3 KM 0505519.9 |
 LX6480| LX6452 AMERICAN CREOSOTING CO STACK        APPROX. 2.1 KM 0530611.2 |
 LX6480| LX6447 NY NH H RR CULVER RD TANK           APPROX. 2.7 KM 0585558.2 |
 LX6480| LX6446 MONTOWESE BAP CHURCH SPIRE          APPROX. 2.5 KM 0760916.0 |
 LX6480| LX6411 RABBIT ROCK                         APPROX. 3.2 KM 0923800.4 |
 LX6480| LX6478 PILGRIM CHURCH SPIRE                APPROX. 4.0 KM 1732915.7 |
 LX6480| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 3.6 KM 1863314.2 |
 LX6480|---------------------------------------------------------------------|
 LX6480
 LX6480                          SUPERSEDED SURVEY CONTROL
 LX6480
 LX6480  NAD 83(1992)-  41 20 36.33716(N)    072 53 26.74016(W) AD(       ) 2
 LX6480  NAD 83(1986)-  41 20 36.33967(N)    072 53 26.74313(W) AD(       ) 2
 LX6480  NAD 27      -  41 20 36.00000(N)    072 53 28.37600(W) AD(       ) 2
 LX6480
 LX6480.Superseded values are not recommended for survey control.
 LX6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6480.See file dsdata.txt to determine how the superseded data were derived.
 LX6480
 LX6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7647179028(NAD 83)
 LX6480
 LX6480  HISTORY     - Date     Condition        Report By
 LX6480  HISTORY     - 1934     MONUMENTED       CGS
 LX6480  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LX6480
 LX6480                          STATION DESCRIPTION
 LX6480
 LX6480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6480'THIS STATION IS IN THE CLAY PITS OF THE F.L. SHARES BRICK COMPANY
 LX6480'ON THE SOUTHERLY SIDE OF STATE STREET.  A ROAD TURNS OFF THE MAIN
 LX6480'HIGHWAY DIRECTLY OPPOSITE SHARES OFFICE AND LEADS ACROSS THE PITS
 LX6480'IN THE GENERAL DIRECTION OF RABBIT ROCK.  ABOUT 300 METERS S 75
 LX6480'DEG E (MAGNETIC) FROM THE RAILROAD TRACKS THE ROAD CURVES SHARPLY
 LX6480'TO THE RIGHT.  THE STATION IS ABOUT 100 METERS ALONG THIS
 LX6480'CURVE.  THE ROAD IS ON A DYKE ABOUT 4 FEET HIGH AT THIS POINT.
 LX6480'
 LX6480'LOCATED BY THEODOLITE 3-POINT FIX WITH CHECK.
 LX6480'
 LX6480'THE STATION IS NOT MARKED AND CAN NOT BE RECOVERED.
 LX6480
 LX6480                          STATION RECOVERY (1984)
 LX6480
 LX6480'RECOVERY NOTE BY US POWER SQUADRON 1984 (VM)
 LX6480'STATION DESTROYED - REPORTED AS NOT RECOVERABLE IN 1934 - CARD
 LX6480'SHOULD BE REMOVED FROM FILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3761 ***********************************************************************
 LW3761  DESIGNATION -  BRICKYARD
 LW3761  PID         -  LW3761
 LW3761  STATE/COUNTY-  CT/WINDHAM
 LW3761  USGS QUAD   -  PUTNAM (1970)
 LW3761
 LW3761                         *CURRENT SURVEY CONTROL
 LW3761  ___________________________________________________________________
 LW3761* NAD 83(1996)-  41 59 32.36670(N)    071 55 15.35564(W)     ADJUSTED  
 LW3761* NAVD 88     -       109.6    (meters)     360.     (feet)  VERTCON   
 LW3761  ___________________________________________________________________
 LW3761  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LW3761  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LW3761
 LW3761  HORZ ORDER  -  SECOND
 LW3761
 LW3761.The horizontal coordinates were established by classical geodetic methods
 LW3761.and adjusted by the National Geodetic Survey in August 1998..
 LW3761
 LW3761.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3761
 LW3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3761
 LW3761.The geoid height was determined by GEOID03.
 LW3761
 LW3761;                    North         East     Units Scale Factor Converg.
 LW3761;SPC CT       -   281,449.876   373,497.755   MT  1.00001514   +0 32 59.0
 LW3761;SPC CT       -   923,390.13  1,225,383.88   sFT  1.00001514   +0 32 59.0
 LW3761;UTM  19      - 4,653,051.894   258,055.120   MT  1.00032036   -1 57 18.5
 LW3761;UTM  18      - 4,653,511.211   755,044.789   MT  1.00040049   +2 03 40.0
 LW3761
 LW3761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3761!SPC CT       -   0.99998741  x   1.00001514  =   1.00000255
 LW3761!UTM  19      -   0.99998741  x   1.00032036  =   1.00030777
 LW3761!UTM  18      -   0.99998741  x   1.00040049  =   1.00038790
 LW3761
 LW3761|---------------------------------------------------------------------|
 LW3761| PID    Reference Object                     Distance      Geod. Az  |
 LW3761|                                                           dddmmss.s |
 LW3761| LW3762 BRICKYARD RM 1                        8.509 METERS 19440     |
 LW3761| LW3741 BRICKYARD AZ MK                     348.573 METERS 19513     |
 LW3761| LW3763 BRICKYARD RM 2                        8.856 METERS 27323     |
 LW3761|---------------------------------------------------------------------|
 LW3761
 LW3761                          SUPERSEDED SURVEY CONTROL
 LW3761
 LW3761  NAD 83(1996)-  41 59 32.36660(N)    071 55 15.35556(W) AD(       ) 2
 LW3761  NAD 83(1992)-  41 59 32.36637(N)    071 55 15.35490(W) AD(       ) 2
 LW3761  NAD 83(1992)-  41 59 32.36640(N)    071 55 15.35499(W) AD(       ) 2
 LW3761  NAD 83(1986)-  41 59 32.36767(N)    071 55 15.35393(W) AD(       ) 2
 LW3761  NAD 27      -  41 59 32.01694(N)    071 55 17.09394(W) AD(       ) 2
 LW3761  NGVD 29 (07/19/86)  109.8    (m)          360.     (f) VERT ANG       
 LW3761
 LW3761.Superseded values are not recommended for survey control.
 LW3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3761.See file dsdata.txt to determine how the superseded data were derived.
 LW3761
 LW3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5805553052(NAD 83)
 LW3761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3761+STABILITY: SURFACE MOTION
 LW3761
 LW3761  HISTORY     - Date     Condition        Report By
 LW3761  HISTORY     - 1977     MONUMENTED       NGS
 LW3761  HISTORY     - 20040415 GOOD             GEOCAC
 LW3761
 LW3761                          STATION DESCRIPTION
 LW3761
 LW3761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3761'THE STATION IS ABOUT 4 MILES SOUTHWEST OF WEBSTER, 2 MILES
 LW3761'NORTHWEST OF NORTH GROSVENOR DALE, 0.2 MILE EAST OF THE
 LW3761'QUINEBAUG RIVER WEST THOMPSON RESERVOIR ON THE EAST SIDE OF
 LW3761'BRICKYARD ROAD AND ON STATE ROAD RIGHT-OF-WAY.
 LW3761'
 LW3761'TO REACH THE STATION FROM THE POST OFFICE IN NORTH GROSVENOR
 LW3761'DALE, GO NORTH ON STATE HIGHWAY 12 FOR 1.0 MILE TO A FORK AND
 LW3761'THE JUNCTION OF STATE HIGHWAY 131.  TAKE LEFT FORK AND GO NORTH
 LW3761'WESTERLY ON STATE HIGHWAY 131 FOR 1.95 MILES TO A SIDE ROAD
 LW3761'LEFT.  TURN SHARP LEFT AND GO SOUTHERLEY FOR 1.35 MILES TO THE
 LW3761'STATION ON THE LEFT JUST PAST A FARM HOUSE AND BARN.
 LW3761'
 LW3761'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON
 LW3761'BRICKYARD ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LW3761'
 LW3761'STATION MARK, STAMPED---BRICKYARD 1977---, IS A STANDARD DISK
 LW3761'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH
 LW3761'WITH THE GROUND SURFACE.  IT IS 15 FEET EAST OF THE CENTER OF
 LW3761'BRICKYARD ROAD, 10.6 FEET NORTHEAST OF A WOODEN GATE POST AND
 LW3761'5 FEET NORTH OF A METAL WITNESS POST.
 LW3761'
 LW3761'REFERENCE MARK 1, STAMPED---BRICKYARD NO 1 1977---, IS A
 LW3761'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW3761'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 15 FEET EAST OF
 LW3761'THE CENTER OF BRICKYARD ROAD, 3 FEET WEST OF A ROCK FENCE AND
 LW3761'2.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3761'
 LW3761'REFERENCE MARK 2, STAMPED---BRICKYARD NO 2 1977---, IS A
 LW3761'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW3761'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 13 FEET WEST OF
 LW3761'THE CENTER OF BRICKYARD ROAD, 3.5 FEET NORTH OF A WOODEN GATE
 LW3761'POST AND 3 FEET EAST OF A METAL WITNESS POST.
 LW3761'
 LW3761'AZIMUTH MARK, STAMPED---BRICKYARD 1977---, IS A STANDARD DISK
 LW3761'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES
 LW3761'ABOVE THE GROUND SURFACE.  IT IS 72 FEET SOUTH OF THE SOUTH END
 LW3761'OF A STEEL BRIDGE RAIL WHICH IS THE EAST ONE OF TWO, 21 FEET
 LW3761'EAST OF THE CENTER OF BRICKYARD ROAD AND 4.2 FEET NORTHWEST OF
 LW3761'A METAL WITNESS POST.
 LW3761'
 LW3761'THE HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
 LW3761'
 LW3761'DESCRIBED BY W.R. ODUM
 LW3761
 LW3761                          STATION RECOVERY (2004)
 LW3761
 LW3761'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3741 ***********************************************************************
 LW3741  DESIGNATION -  BRICKYARD AZ MK
 LW3741  PID         -  LW3741
 LW3741  STATE/COUNTY-  CT/WINDHAM
 LW3741  USGS QUAD   -  PUTNAM (1970)
 LW3741
 LW3741                         *CURRENT SURVEY CONTROL
 LW3741  ___________________________________________________________________
 LW3741* NAD 83(1996)-  41 59 21.46499(N)    071 55 19.32955(W)     ADJUSTED  
 LW3741* NAVD 88     -       102.3    (meters)     336.     (feet)  VERTCON   
 LW3741  ___________________________________________________________________
 LW3741  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LW3741  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW3741
 LW3741  HORZ ORDER  -  SECOND
 LW3741
 LW3741.The horizontal coordinates were established by classical geodetic methods
 LW3741.and adjusted by the National Geodetic Survey in August 1998..
 LW3741
 LW3741.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3741
 LW3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3741
 LW3741.The geoid height was determined by GEOID03.
 LW3741
 LW3741;                    North         East     Units Scale Factor Converg.
 LW3741;SPC CT       -   281,112.652   373,409.514   MT  1.00001472   +0 32 56.4
 LW3741;SPC CT       -   922,283.76  1,225,094.38   sFT  1.00001472   +0 32 56.4
 LW3741;UTM  19      - 4,652,718.747   257,952.194   MT  1.00032097   -1 57 20.8
 LW3741;UTM  18      - 4,653,171.646   754,965.441   MT  1.00039999   +2 03 36.9
 LW3741
 LW3741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3741!SPC CT       -   0.99998856  x   1.00001472  =   1.00000328
 LW3741!UTM  19      -   0.99998856  x   1.00032097  =   1.00030953
 LW3741!UTM  18      -   0.99998856  x   1.00039999  =   1.00038855
 LW3741
 LW3741|---------------------------------------------------------------------|
 LW3741| PID    Reference Object                     Distance      Geod. Az  |
 LW3741|                                                           dddmmss.s |
 LW3741| LW3761 BRICKYARD                           348.573 METERS 01513     |
 LW3741| LW3762 BRICKYARD RM 1                      340.064 METERS 01514     |
 LW3741|---------------------------------------------------------------------|
 LW3741
 LW3741                          SUPERSEDED SURVEY CONTROL
 LW3741
 LW3741  NAD 83(1996)-  41 59 21.46489(N)    071 55 19.32946(W) AD(       ) 2
 LW3741  NAD 83(1992)-  41 59 21.46467(N)    071 55 19.32881(W) AD(       ) 2
 LW3741  NAD 83(1992)-  41 59 21.46469(N)    071 55 19.32890(W) AD(       ) 2
 LW3741  NAD 83(1986)-  41 59 21.46594(N)    071 55 19.32786(W) AD(       ) 2
 LW3741  NAD 27      -  41 59 21.11513(N)    071 55 21.06779(W) AD(       ) 2
 LW3741  NGVD 29 (07/19/86)  102.5    (m)          336.     (f) VERT ANG       
 LW3741
 LW3741.Superseded values are not recommended for survey control.
 LW3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3741.See file dsdata.txt to determine how the superseded data were derived.
 LW3741
 LW3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5795252719(NAD 83)
 LW3741_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3741+STABILITY: SURFACE MOTION
 LW3741
 LW3741  HISTORY     - Date     Condition        Report By
 LW3741  HISTORY     - 1977     MONUMENTED       NGS
 LW3741  HISTORY     - 20040415 GOOD             GEOCAC
 LW3741
 LW3741                          STATION DESCRIPTION
 LW3741
 LW3741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3741'THE STATION IS ABOUT 4 MILES SOUTHWEST OF WEBSTER, 2 MILES
 LW3741'NORTHWEST OF NORTH GROSVENOR DALE, JUST EAST OF THE
 LW3741'QUINEBAUG RIVER WEST THOMPSON RESERVOIR ON THE EAST SIDE OF
 LW3741'BRICKYARD ROAD AND ON STATE RIGHT-OF-WAY.
 LW3741'
 LW3741'TO REACH THE STATION FROM THE POST OFFICE IN NORTH GROSVENOR
 LW3741'DALE, GO NORTH ON STATE HIGHWAY 12 FOR 1.0 MILE TO A FORK AND
 LW3741'THE JUNCTION OF STATE HIGHWAY 131.  TAKE LEFT FORK AND GO
 LW3741'NORTHWESTERLY ON STATE HIGHWAY 131 FOR 1.95 MILES TO A SIDE
 LW3741'ROAD
 LW3741'LEFT.  TURN SHARP LEFT AND GO SOUTHERLY FOR 1.35 MILES TO
 LW3741'STATION BRICKYARD ON THE LEFT.  CONTINUE SOUTHERLY ON BRICKYARD
 LW3741'ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 LW3741'
 LW3741'STATION MARK, STAMPED BRICKYARD 1977---, IS A STANDARD AZIMUTH
 LW3741'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LW3741'6 INCHES ABOVE THE GROUND SUFACE.  IT IS 72 FEET SOUTH OF THE
 LW3741'SOUTH END OF A STEEL BRIDGE RAIL WHICH IS THE EAST ONE OF TWO,
 LW3741'21 FEET EAST OF THE CENTER OF BRICKYARD ROAD AND 4.2 FEET NORTH
 LW3741'WEST OF A METAL WITNESS POST.
 LW3741'
 LW3741'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.4 METERS.
 LW3741'
 LW3741'DESCRIBED BY W.R. ODUM.
 LW3741
 LW3741                          STATION RECOVERY (2004)
 LW3741
 LW3741'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0492 ***********************************************************************
 LX0492  DESIGNATION -  BRIDGE
 LX0492  PID         -  LX0492
 LX0492  STATE/COUNTY-  CT/HARTFORD
 LX0492  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0492
 LX0492                         *CURRENT SURVEY CONTROL
 LX0492  ___________________________________________________________________
 LX0492* NAD 83(1986)-  41 46 33.     (N)    072 39 23.     (W)     SCALED    
 LX0492* NAVD 88     -        10.68   (+/-2cm)      35.0    (feet)  VERTCON   
 LX0492  ___________________________________________________________________
 LX0492  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0492
 LX0492  VERT ORDER  -  ? (See Below)
 LX0492
 LX0492.The horizontal coordinates were scaled from a topographic map and have
 LX0492.an estimated accuracy of +/- 6 seconds.
 LX0492
 LX0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0492.The vertical order pertains to the NGVD 29 superseded value.
 LX0492
 LX0492.The geoid height was determined by GEOID03.
 LX0492
 LX0492;                    North         East    Units  Estimated Accuracy
 LX0492;SPC CT       -   257,080.      312,580.      MT  (+/- 180 meters Scaled)
 LX0492
 LX0492                          SUPERSEDED SURVEY CONTROL
 LX0492
 LX0492  NGVD 29 (??/??/92)   10.941  (m)           35.90   (f) ADJ UNCH    ?  
 LX0492
 LX0492.Superseded values are not recommended for survey control.
 LX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0492.See file dsdata.txt to determine how the superseded data were derived.
 LX0492
 LX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM947275(NAD 83)
 LX0492_MARKER: R = RIVET
 LX0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0492_SP_SET: I BEAM
 LX0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0492
 LX0492  HISTORY     - Date     Condition        Report By
 LX0492  HISTORY     - UNK      MONUMENTED       CGS
 LX0492  HISTORY     - 1951     GOOD             NGS
 LX0492
 LX0492                          STATION DESCRIPTION
 LX0492
 LX0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0492'AT EAST HARTFORD.
 LX0492'AT THE WEST EDGE OF EAST HARTFORD, HARTFORD COUNTY, AT THE
 LX0492'SOUTHEAST END OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0492'BRIDGE OVER CONNECTICUT RIVER, AND AT THE NORTHEAST END OF THE
 LX0492'BUILT-UP I-BEAM BETWEEN THE TRUSSES.  THE TOP OF THE MOST
 LX0492'NORTHEASTERLY ONE OF THE MOST SOUTHEASTERLY ROW OF RIVET HEADS ON
 LX0492'THE TOP OF THE I BEAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0071 ***********************************************************************
 LX0071  DESIGNATION -  BRIDGE
 LX0071  PID         -  LX0071
 LX0071  STATE/COUNTY-  CT/MIDDLESEX
 LX0071  USGS QUAD   -  ESSEX (1977)
 LX0071
 LX0071                         *CURRENT SURVEY CONTROL
 LX0071  ___________________________________________________________________
 LX0071* NAD 83(1986)-  41 16 40.     (N)    072 28 04.     (W)     SCALED    
 LX0071* NAVD 88     -         3.148  (meters)      10.33   (feet)  ADJUSTED  
 LX0071  ___________________________________________________________________
 LX0071  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX0071  DYNAMIC HT  -           3.147 (meters)      10.32  (feet)  COMP
 LX0071  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 LX0071
 LX0071  VERT ORDER  -  FIRST     CLASS I
 LX0071
 LX0071.The horizontal coordinates were scaled from a topographic map and have
 LX0071.an estimated accuracy of +/- 6 seconds.
 LX0071
 LX0071.The orthometric height was determined by differential leveling
 LX0071.and adjusted by the National Geodetic Survey in June 1991..
 LX0071
 LX0071.The geoid height was determined by GEOID03.
 LX0071
 LX0071.The dynamic height is computed by dividing the NAVD 88
 LX0071.geopotential number by the normal gravity value computed on the
 LX0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0071.degrees latitude (g = 980.6199 gals.).
 LX0071
 LX0071.The modeled gravity was interpolated from observed gravity values.
 LX0071
 LX0071;                    North         East    Units  Estimated Accuracy
 LX0071;SPC CT       -   201,800.      328,450.      MT  (+/- 180 meters Scaled)
 LX0071
 LX0071                          SUPERSEDED SURVEY CONTROL
 LX0071
 LX0071  NGVD 29 (??/??/92)    3.465  (m)           11.37   (f) ADJ UNCH    1 1
 LX0071
 LX0071.Superseded values are not recommended for survey control.
 LX0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0071.See file dsdata.txt to determine how the superseded data were derived.
 LX0071
 LX0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL120726(NAD 83)
 LX0071_MARKER: DD = SURVEY DISK
 LX0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0071_SP_SET: BRIDGE
 LX0071_STAMPING: BRIDGE 1949
 LX0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0071
 LX0071  HISTORY     - Date     Condition        Report By
 LX0071  HISTORY     - 1949     MONUMENTED       DOD
 LX0071  HISTORY     - 1965     GOOD             NGS
 LX0071  HISTORY     - 1988     GOOD             USPSQD
 LX0071  HISTORY     - 1989     GOOD             USPSQD
 LX0071  HISTORY     - 1990     GOOD             USPSQD
 LX0071  HISTORY     - 19950809 GOOD             USPSQD
 LX0071  HISTORY     - 19970130 GOOD             USPSQD
 LX0071
 LX0071                          STATION DESCRIPTION
 LX0071
 LX0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0071'1.1 MI W FROM WESTBROOK.
 LX0071'ABOUT 1.1 MILES WEST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0071'WESTBROOK, SET ON THE TOP OF THE GUARD RAIL BASE ALONG THE SOUTH
 LX0071'SIDE OF THE STEEL BRIDGE OVER THE PATCHOUGE RIVER, SET INSIDE
 LX0071'OF A HALF CIRCLED METAL PIPE WHICH IS SET BACK IN A 1 FOOT HIGH
 LX0071'CAP WHICH HAS BEEN POURED ON THE TOP OF THE OLD GUARD RAIL BASE,
 LX0071'63 FEET WEST OF THE WEST END OF THE STEEL FRAME OF THE BRIDGE,
 LX0071'15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST
 LX0071'OF THE WEST END OF THE GUARD RAIL AND 0.2 FOOT ABOVE THE LEVEL
 LX0071'OF THE ROADWAY.
 LX0071
 LX0071                          STATION RECOVERY (1988)
 LX0071
 LX0071'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0071'RECOVERED IN GOOD CONDITION.
 LX0071
 LX0071                          STATION RECOVERY (1989)
 LX0071
 LX0071'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0071'RECOVERED IN GOOD CONDITION.
 LX0071
 LX0071                          STATION RECOVERY (1990)
 LX0071
 LX0071'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0071'RECOVERED IN GOOD CONDITION.
 LX0071
 LX0071                          STATION RECOVERY (1995)
 LX0071
 LX0071'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0071'RECOVERED IN GOOD CONDITION.
 LX0071
 LX0071                          STATION RECOVERY (1997)
 LX0071
 LX0071'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5299 ***********************************************************************
 LX5299  DESIGNATION -  BRIDGE
 LX5299  PID         -  LX5299
 LX5299  STATE/COUNTY-  CT/NEW LONDON
 LX5299  USGS QUAD   -  NEW LONDON (1984)
 LX5299
 LX5299                         *CURRENT SURVEY CONTROL
 LX5299  ___________________________________________________________________
 LX5299* NAD 83(1996)-  41 21 48.60995(N)    072 05 05.77935(W)     ADJUSTED  
 LX5299* NAVD 88     -         3.17   (+/-2cm)      10.4    (feet)  VERTCON   
 LX5299  ___________________________________________________________________
 LX5299  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LX5299  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5299
 LX5299  HORZ ORDER  -  THIRD
 LX5299  VERT ORDER  -  THIRD ? (See Below)
 LX5299
 LX5299.The horizontal coordinates were established by classical geodetic methods
 LX5299.and adjusted by the National Geodetic Survey in August 1998..
 LX5299
 LX5299.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5299.The vertical order pertains to the NGVD 29 superseded value.
 LX5299
 LX5299.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5299
 LX5299.The geoid height was determined by GEOID03.
 LX5299
 LX5299;                    North         East     Units Scale Factor Converg.
 LX5299;SPC CT       -   211,493.742   360,445.878   MT  0.99998753   +0 26 27.5
 LX5299;SPC CT       -   693,875.72  1,182,562.85   sFT  0.99998753   +0 26 27.5
 LX5299;UTM  18      - 4,583,211.335   743,822.772   MT  1.00033169   +1 55 38.3
 LX5299
 LX5299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5299!SPC CT       -   1.00000430  x   0.99998753  =   0.99999183
 LX5299!UTM  18      -   1.00000430  x   1.00033169  =   1.00033599
 LX5299
 LX5299                          SUPERSEDED SURVEY CONTROL
 LX5299
 LX5299  NAD 83(1992)-  41 21 48.60884(N)    072 05 05.77853(W) AD(       ) 3
 LX5299  NAD 83(1986)-  41 21 48.60965(N)    072 05 05.78295(W) AD(       ) 3
 LX5299  NAD 27      -  41 21 48.26000(N)    072 05 07.51000(W) AD(       ) 3
 LX5299  NGVD 29 (07/19/86)    3.46   (m)           11.4    (f) LEVELING    3  
 LX5299
 LX5299.Superseded values are not recommended for survey control.
 LX5299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5299.See file dsdata.txt to determine how the superseded data were derived.
 LX5299
 LX5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4382383211(NAD 83)
 LX5299_MARKER: DS = TRIANGULATION STATION DISK
 LX5299_SETTING: 0 = UNSPECIFIED SETTING
 LX5299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5299+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002
 LX5299
 LX5299  HISTORY     - Date     Condition        Report By
 LX5299  HISTORY     - 1934     MONUMENTED       USE
 LX5299  HISTORY     - 1954     GOOD             CGS
 LX5299  HISTORY     - 1960     GOOD             CGS
 LX5299  HISTORY     - 1984     GOOD             USPSQD
 LX5299  HISTORY     - 1989     GOOD             USPSQD
 LX5299  HISTORY     - 20020125 GOOD             USPSQD
 LX5299
 LX5299                          STATION DESCRIPTION
 LX5299
 LX5299'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5299'THE STATION IS LOCATED ON THE E ABUTMENT OF THE NEW YORK,
 LX5299'NEW HAVEN AND HARTFORD RAILROAD BRIDGE OVER THE THAMES RIVER.  IT
 LX5299'IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE NEAR THE N
 LX5299'END OF THE LOWER LEVEL OF THE ABUTMENT.  THE ABUTMENTS WERE BUILT
 LX5299'TO ACCOMMODATE ANOTHER BRIDGE.
 LX5299'
 LX5299'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5299'
 LX5299'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5299
 LX5299                          STATION RECOVERY (1954)
 LX5299
 LX5299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5299'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LX5299'ADEQUATE AND COMPLETE.  DISK IS STAMPED BRIDGE 1934.
 LX5299
 LX5299                          STATION RECOVERY (1960)
 LX5299
 LX5299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5299'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED BY G.C.M. IN 1934.
 LX5299
 LX5299                          STATION RECOVERY (1984)
 LX5299
 LX5299'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5299'BRIDGE (U.S.E.) 1934 RECOVERED AS DESCRIBED.
 LX5299'
 LX5299'BRIDGE IS UNDER REPAIR AND STATION DISC HAS COATING OF CEMENT
 LX5299'ON IT.
 LX5299
 LX5299                          STATION RECOVERY (1989)
 LX5299
 LX5299'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5299'RECOVERED IN GOOD CONDITION.
 LX5299
 LX5299                          STATION RECOVERY (2002)
 LX5299
 LX5299'RECOVERY NOTE BY US POWER SQUADRON 2002 (JR)
 LX5299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5848 ***********************************************************************
 LX5848  DESIGNATION -  BRIDGE CONTROL HOUSE
 LX5848  PID         -  LX5848
 LX5848  STATE/COUNTY-  CT/NEW LONDON
 LX5848  USGS QUAD   -  OLD LYME (1976)
 LX5848
 LX5848                         *CURRENT SURVEY CONTROL
 LX5848  ___________________________________________________________________
 LX5848* NAD 83(1996)-  41 19 13.06616(N)    072 20 46.91923(W)     ADJUSTED  
 LX5848* NAVD 88     -                                                        
 LX5848  ___________________________________________________________________
 LX5848  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX5848  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5848
 LX5848  HORZ ORDER  -  THIRD
 LX5848
 LX5848.The horizontal coordinates were established by classical geodetic methods
 LX5848.and adjusted by the National Geodetic Survey in August 1998..
 LX5848
 LX5848
 LX5848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5848
 LX5848.The geoid height was determined by GEOID03.
 LX5848
 LX5848;                    North         East     Units Scale Factor Converg.
 LX5848;SPC CT       -   206,560.039   338,595.004   MT  0.99999004   +0 16 03.5
 LX5848;SPC CT       -   677,689.06  1,110,873.78   sFT  0.99999004   +0 16 03.5
 LX5848;UTM  18      - 4,577,711.200   722,101.092   MT  1.00020712   +1 45 10.2
 LX5848
 LX5848                          SUPERSEDED SURVEY CONTROL
 LX5848
 LX5848  NAD 83(1992)-  41 19 13.06518(N)    072 20 46.91890(W) AD(       ) 4
 LX5848  NAD 83(1986)-  41 19 13.06701(N)    072 20 46.92233(W) AD(       ) 4
 LX5848  NAD 27      -  41 19 12.71500(N)    072 20 48.63200(W) AD(       ) 3
 LX5848
 LX5848.Superseded values are not recommended for survey control.
 LX5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5848.See file dsdata.txt to determine how the superseded data were derived.
 LX5848
 LX5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2210177711(NAD 83)
 LX5848
 LX5848  HISTORY     - Date     Condition        Report By
 LX5848  HISTORY     - 1934     MONUMENTED       CGS
 LX5848  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5848
 LX5848                          STATION DESCRIPTION
 LX5848
 LX5848'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5848'THIS STATION IS ON THE OPERATORS WORKING QUARTERS ON THE SAYBROOK-
 LX5848'OLD LYME HIGHWAY DRAWBRIDGE OVER THE CONNECTICUT RIVER.
 LX5848'
 LX5848'THE HOUSE IS SUPPORTED BY A CANTILEVER RIG OUTSIDE THE S SIDE
 LX5848'OF THE BRIDGE AT THE W END OF THE DRAW-SPAN.  IT HAS A COPPER
 LX5848'COVERED PYRAMIDAL ROOF WITH A SMALL, SQUARE VENTILATING CUPOLA
 LX5848'AT THE APEX.
 LX5848'
 LX5848'CENTER IS THE CENTER LINE OF THIS CUPOLA.
 LX5848
 LX5848                          STATION RECOVERY (1954)
 LX5848
 LX5848'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5848'STATION DESTROYED.  THE BRIDGE HAS BEEN RAZED AND REPLACED BY A
 LX5848'NEW ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3731 ***********************************************************************
 LX3731  DESIGNATION -  BRIDGEPORT BLACK ROCK HBR GAS
 LX3731  PID         -  LX3731
 LX3731  STATE/COUNTY-  CT/FAIRFIELD
 LX3731  USGS QUAD   -  BRIDGEPORT (1984)
 LX3731
 LX3731                         *CURRENT SURVEY CONTROL
 LX3731  ___________________________________________________________________
 LX3731* NAD 83(1996)-  41 09 55.85279(N)    073 12 26.14526(W)     ADJUSTED  
 LX3731* NAVD 88     -                                                        
 LX3731  ___________________________________________________________________
 LX3731  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LX3731  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX3731
 LX3731  HORZ ORDER  -  THIRD
 LX3731
 LX3731.The horizontal coordinates were established by classical geodetic methods
 LX3731.and adjusted by the National Geodetic Survey in August 1998..
 LX3731
 LX3731
 LX3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3731
 LX3731.The geoid height was determined by GEOID03.
 LX3731
 LX3731;                    North         East     Units Scale Factor Converg.
 LX3731;SPC CT       -   189,392.894   266,425.178   MT  1.00000366   -0 18 11.5
 LX3731;SPC CT       -   621,366.52    874,096.60   sFT  1.00000366   -0 18 11.5
 LX3731;SPC NY L     -   111,221.978   366,529.742   MT  1.00001002   +0 31 06.7
 LX3731;SPC NY L     -   364,900.77  1,202,523.00   sFT  1.00001002   +0 31 06.7
 LX3731;UTM  18      - 4,558,680.065   650,397.489   MT  0.99987839   +1 10 49.0
 LX3731
 LX3731                          SUPERSEDED SURVEY CONTROL
 LX3731
 LX3731  NAD 83(1992)-  41 09 55.85213(N)    073 12 26.14429(W) AD(       ) 4
 LX3731  NAD 83(1986)-  41 09 55.85464(N)    073 12 26.14866(W) AD(       ) 4
 LX3731  NAD 27      -  41 09 55.50900(N)    073 12 27.74600(W) AD(       ) 3
 LX3731
 LX3731.Superseded values are not recommended for survey control.
 LX3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3731.See file dsdata.txt to determine how the superseded data were derived.
 LX3731
 LX3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5039758680(NAD 83)
 LX3731
 LX3731  HISTORY     - Date     Condition        Report By
 LX3731  HISTORY     - 1933     MONUMENTED       CGS
 LX3731  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX3731
 LX3731                          STATION DESCRIPTION
 LX3731
 LX3731'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3731'LOCATED ON THE W SIDE OF BLACK ROCK HARBOR AT THE INTERSECTION OF
 LX3731'HOWARD AVENUE AND PINE STREET ON PROPERTY BELONGING TO THE
 LX3731'BRIDGEPORT GAS COMPANY IN THE CITY OF BRIDGEPORT.  GAS HOLDER IS
 LX3731'THE TALLEST OF TWO CONSTANT PRESSURE TANKS, BEING ABOUT 400 FEET
 LX3731'IN DIAMETER AND ABOUT 200 FEET HIGH.  STATION IS THE CENTER LINE
 LX3731'OF TANK.
 LX3731
 LX3731                          STATION RECOVERY (1987)
 LX3731
 LX3731'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 LX3731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3733 ***********************************************************************
 LX3733  DESIGNATION -  BRIDGEPORT CRANE CO STACK
 LX3733  PID         -  LX3733
 LX3733  STATE/COUNTY-  CT/FAIRFIELD
 LX3733  USGS QUAD   -  BRIDGEPORT (1984)
 LX3733
 LX3733                         *CURRENT SURVEY CONTROL
 LX3733  ___________________________________________________________________
 LX3733* NAD 83(1996)-  41 09 48.64587(N)    073 12 15.80217(W)     ADJUSTED  
 LX3733* NAVD 88     -                                                        
 LX3733  ___________________________________________________________________
 LX3733  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX3733  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX3733
 LX3733  HORZ ORDER  -  THIRD
 LX3733
 LX3733.The horizontal coordinates were established by classical geodetic methods
 LX3733.and adjusted by the National Geodetic Survey in August 1998..
 LX3733
 LX3733
 LX3733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3733
 LX3733.The geoid height was determined by GEOID03.
 LX3733
 LX3733;                    North         East     Units Scale Factor Converg.
 LX3733;SPC CT       -   189,169.297   266,665.128   MT  1.00000389   -0 18 04.6
 LX3733;SPC CT       -   620,632.94    874,883.84   sFT  1.00000389   -0 18 04.6
 LX3733;SPC NY L     -   111,001.844   366,772.875   MT  1.00000983   +0 31 13.4
 LX3733;SPC NY L     -   364,178.55  1,203,320.67   sFT  1.00000983   +0 31 13.4
 LX3733;UTM  18      - 4,558,462.781   650,643.116   MT  0.99987930   +1 10 55.6
 LX3733
 LX3733                          SUPERSEDED SURVEY CONTROL
 LX3733
 LX3733  NAD 83(1992)-  41 09 48.64511(N)    073 12 15.80137(W) AD(       ) 4
 LX3733  NAD 83(1986)-  41 09 48.64802(N)    073 12 15.80519(W) AD(       ) 4
 LX3733  NAD 27      -  41 09 48.29800(N)    073 12 17.40000(W) AD(       ) 3
 LX3733
 LX3733.Superseded values are not recommended for survey control.
 LX3733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3733.See file dsdata.txt to determine how the superseded data were derived.
 LX3733
 LX3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5064358463(NAD 83)
 LX3733
 LX3733  HISTORY     - Date     Condition        Report By
 LX3733  HISTORY     - 1933     MONUMENTED       CGS
 LX3733  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 LX3733
 LX3733                          STATION DESCRIPTION
 LX3733
 LX3733'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3733'STACK IS LOCATED ON THE E BANK OF CEDAR CREEK ON THE PROPERTY
 LX3733'OF THE CRANE COMPANY.  IT IS BUILT OF DARK YELLOW BRICK, THE
 LX3733'TOP 50 FEET BEING A LIGHTER COLOR THAN THE PORTION LOWER.  STATION
 LX3733'IS CENTER LINE OF STACK.  HEIGHT ABOUT 200 FEET.  AN ALUMINUM
 LX3733'TANK IS ABOUT 100 FEET TO THE N.
 LX3733
 LX3733                          STATION RECOVERY (1995)
 LX3733
 LX3733'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3734 ***********************************************************************
 LX3734  DESIGNATION -  BRIDGEPORT CRANE CO TANK
 LX3734  PID         -  LX3734
 LX3734  STATE/COUNTY-  CT/FAIRFIELD
 LX3734  USGS QUAD   -  BRIDGEPORT (1984)
 LX3734
 LX3734                         *CURRENT SURVEY CONTROL
 LX3734  ___________________________________________________________________
 LX3734* NAD 83(1996)-  41 09 49.09076(N)    073 12 14.74997(W)     ADJUSTED  
 LX3734* NAVD 88     -                                                        
 LX3734  ___________________________________________________________________
 LX3734  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX3734  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX3734
 LX3734  HORZ ORDER  -  THIRD
 LX3734
 LX3734.The horizontal coordinates were established by classical geodetic methods
 LX3734.and adjusted by the National Geodetic Survey in August 1998..
 LX3734
 LX3734
 LX3734.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3734
 LX3734.The geoid height was determined by GEOID03.
 LX3734
 LX3734;                    North         East     Units Scale Factor Converg.
 LX3734;SPC CT       -   189,182.892   266,689.730   MT  1.00000387   -0 18 03.9
 LX3734;SPC CT       -   620,677.54    874,964.56   sFT  1.00000387   -0 18 03.9
 LX3734;UTM  18      - 4,558,477.007   650,667.355   MT  0.99987939   +1 10 56.3
 LX3734
 LX3734                          SUPERSEDED SURVEY CONTROL
 LX3734
 LX3734  NAD 83(1992)-  41 09 49.08992(N)    073 12 14.74921(W) AD(       ) 4
 LX3734  NAD 83(1986)-  41 09 49.09004(N)    073 12 14.75567(W) AD(       ) 4
 LX3734  NAD 27      -  41 09 48.74400(N)    073 12 16.35200(W) AD(       ) 3
 LX3734
 LX3734.Superseded values are not recommended for survey control.
 LX3734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3734.See file dsdata.txt to determine how the superseded data were derived.
 LX3734
 LX3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5066758477(NAD 83)
 LX3734_MARKER: 53 = ELEVATED TANK
 LX3734_SETTING: 0 = UNSPECIFIED SETTING
 LX3734
 LX3734  HISTORY     - Date     Condition        Report By
 LX3734  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX3734  HISTORY     - 1982     GOOD             NGS
 LX3734  HISTORY     - 19950811 MARK NOT FOUND   USPSQD
 LX3734
 LX3734                          STATION DESCRIPTION
 LX3734
 LX3734'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3734'TANK IS LOCATED ON THE E BANK OF CEDAR CREEK ON THE PROPERTY OF
 LX3734'THE CRANE COMPANY.  IT IS MADE OF STEEL AND SUPPORTED BY FOUR
 LX3734'FABRICATED COLUMNS.  THE VERTICAL PIPE IS SQUARE.  THE ENTIRE
 LX3734'TANK AND STRUCTURE IS PAINTED ALUMINUM AND THE STATION IS THE
 LX3734'BALL AT THE APEX, ABOUT 150 FEET ABOVE THE GROUND.
 LX3734'
 LX3734'CRANE COMPANY STACK, A TALL YELLOW BRICK CHIMNEY, IS ABOUT
 LX3734'100 FEET TO THE S.
 LX3734
 LX3734                          STATION RECOVERY (1982)
 LX3734
 LX3734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3734'THE STATION, BRIDGEPORT CRANE COMPANY TANK, WAS
 LX3734'RECOVERED IN GOOD CONDITION.  THE STATION WAS
 LX3734'DESIGNATED TANK IN 1933.  IT IS NOW OWNED BY
 LX3734'UNITED TECHNOLOGIES, IGOR SIKORSKY AIRCRAFT
 LX3734'
 LX3734'COMPANY.
 LX3734'THE STATION, IS THE BALL TOP CENTER OF THE 4
 LX3734'LEGGED, SILVER, CONICAL SHAPED TOP, SPHERICAL
 LX3734'BOTTOM TANK.  IT IS ABOUT 37 METERS (120 FT) IN
 LX3734'HEIGHT.
 LX3734'
 LX3734'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI)
 LX3734'SOUTHWEST OF THE BRIDGEPORT CITY HALL, 25 METERS
 LX3734'(80 FT) NORTHWEST OF THE CENTER OF SOUTH STREET,
 LX3734'25 METERS (80 FT) NORTHEAST OF A LARGE TAN STACK
 LX3734'AND ON THE EAST SHORE OF CEDAR CREEK.
 LX3734'OWNERSHIP--IGOR SIKORSKY AIRCRAFT COMPANY,
 LX3734'BRIDGEPORT CT 06601.
 LX3734'
 LX3734'DESCRIBED BY G.R. HEID.
 LX3734
 LX3734                          STATION RECOVERY (1995)
 LX3734
 LX3734'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3743 ***********************************************************************
 LX3743  DESIGNATION -  BRIDGEPORT E BREAKWATER LH
 LX3743  PID         -  LX3743
 LX3743  STATE/COUNTY-  CT/FAIRFIELD
 LX3743  USGS QUAD   -  BRIDGEPORT (1984)
 LX3743
 LX3743                         *CURRENT SURVEY CONTROL
 LX3743  ___________________________________________________________________
 LX3743* NAD 83(1996)-  41 09 17.34980(N)    073 10 36.45404(W)     ADJUSTED  
 LX3743* NAVD 88     -                                                        
 LX3743  ___________________________________________________________________
 LX3743  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LX3743  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX3743
 LX3743  HORZ ORDER  -  THIRD
 LX3743
 LX3743.The horizontal coordinates were established by classical geodetic methods
 LX3743.and adjusted by the National Geodetic Survey in August 1998..
 LX3743
 LX3743
 LX3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3743
 LX3743.The geoid height was determined by GEOID03.
 LX3743
 LX3743;                    North         East     Units Scale Factor Converg.
 LX3743;SPC CT       -   188,192.037   268,976.445   MT  1.00000487   -0 16 58.8
 LX3743;SPC CT       -   617,426.71    882,466.89   sFT  1.00000487   -0 16 58.8
 LX3743;UTM  18      - 4,557,545.787   652,978.672   MT  0.99988803   +1 12 00.3
 LX3743
 LX3743                          SUPERSEDED SURVEY CONTROL
 LX3743
 LX3743  NAD 83(1992)-  41 09 17.34896(N)    073 10 36.45341(W) AD(       ) 4
 LX3743  NAD 83(1986)-  41 09 17.35211(N)    073 10 36.45716(W) AD(       ) 4
 LX3743  NAD 27      -  41 09 17.01000(N)    073 10 38.05600(W) AD(       ) 3
 LX3743
 LX3743.Superseded values are not recommended for survey control.
 LX3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3743.See file dsdata.txt to determine how the superseded data were derived.
 LX3743
 LX3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5297957546(NAD 83)
 LX3743_MARKER: 14 = NAVIGATION LIGHT
 LX3743_SETTING: 0 = UNSPECIFIED SETTING
 LX3743
 LX3743  HISTORY     - Date     Condition        Report By
 LX3743  HISTORY     - UNK      FIRST OBSERVED
 LX3743  HISTORY     - 1982     GOOD             NGS
 LX3743
 LX3743                          STATION DESCRIPTION
 LX3743
 LX3743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3743'THE STATION, BRIDGEPORT EAST BREAKWATER LIGHTHOUSE,
 LX3743'WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS
 LX3743'DESCRIPTIVE DATA WAS AVAILABLE AT THIS TIME.
 LX3743'
 LX3743'THE STATION, BRIDGEPORT EAST BREAKWATER LIGHTHOUSE,
 LX3743'IS THE BRIDGEPORT EAST BREAKWATER LIGHT, WHICH IS
 LX3743'A FLASHING RED LIGHT THAT FLASHES AT 4 SECOND
 LX3743'INTERVALS.  IT IS ATOP A BLACK, SKELETON, STEEL
 LX3743'TOWER THAT IS ABOUT 8 METERS (25 FT) IN HEIGHT.
 LX3743'
 LX3743'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTH
 LX3743'OF TONGUE POINT, ON THE EAST SIDE OF THE HARBOR
 LX3743'CHANNEL AND ON THE SOUTH END OF THE EAST
 LX3743'BREAKWATER.
 LX3743'OWNERSHIP--CITY OF BRIDGEPORT, BRIDGEPORT CT 06601.
 LX3743'
 LX3743'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3738 ***********************************************************************
 LX3738  DESIGNATION -  BRIDGEPORT HARBOR LIGHTHOUSE
 LX3738  PID         -  LX3738
 LX3738  STATE/COUNTY-  CT/FAIRFIELD
 LX3738  USGS QUAD   -  BRIDGEPORT (1984)
 LX3738
 LX3738                         *CURRENT SURVEY CONTROL
 LX3738  ___________________________________________________________________
 LX3738* NAD 83(1996)-  41 09 24.10404(N)    073 10 47.89018(W)     ADJUSTED  
 LX3738* NAVD 88     -                                                        
 LX3738  ___________________________________________________________________
 LX3738  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LX3738  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3738
 LX3738  HORZ ORDER  -  THIRD
 LX3738
 LX3738.The horizontal coordinates were established by classical geodetic methods
 LX3738.and adjusted by the National Geodetic Survey in August 1998..
 LX3738
 LX3738
 LX3738.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3738
 LX3738.The geoid height was determined by GEOID03.
 LX3738
 LX3738;                    North         East     Units Scale Factor Converg.
 LX3738;SPC CT       -   188,401.720   268,710.837   MT  1.00000466   -0 17 06.3
 LX3738;SPC CT       -   618,114.64    881,595.47   sFT  1.00000466   -0 17 06.3
 LX3738;UTM  18      - 4,557,748.501   652,707.758   MT  0.99988701   +1 11 52.9
 LX3738
 LX3738                          SUPERSEDED SURVEY CONTROL
 LX3738
 LX3738  NAD 83(1992)-  41 09 24.10321(N)    073 10 47.88951(W) AD(       ) 4
 LX3738  NAD 83(1986)-  41 09 24.10655(N)    073 10 47.89328(W) AD(       ) 4
 LX3738  NAD 27      -  41 09 23.76000(N)    073 10 49.49500(W) AD(       ) 3
 LX3738
 LX3738.Superseded values are not recommended for survey control.
 LX3738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3738.See file dsdata.txt to determine how the superseded data were derived.
 LX3738
 LX3738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5270857749(NAD 83)
 LX3738
 LX3738  HISTORY     - Date     Condition        Report By
 LX3738  HISTORY     - UNK      MONUMENTED
 LX3738  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3738  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3738  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3738  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX3738
 LX3738                          STATION DESCRIPTION
 LX3738
 LX3738'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3738'THIS LIGHTHOUSE, REBUILT IN 1871, AND DETERMINED IN 1882, WAS
 LX3738'STANDING AS THEN DETERMINED WHEN VISITED IN 1907.
 LX3738
 LX3738                          STATION RECOVERY (1916)
 LX3738
 LX3738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3738'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT, WITH
 LX3738'FOLLOWING ADDITIONS--TOP OF LANTERN ABOVE BASE 39 FEET.  LIGHT
 LX3738'ABOVE HIGH WATER 53 FEET.
 LX3738
 LX3738                          STATION RECOVERY (1933)
 LX3738
 LX3738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3738'RECOVERED AS DESCRIBED.
 LX3738
 LX3738                          STATION RECOVERY (1987)
 LX3738
 LX3738'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHU)
 LX3738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7574 ***********************************************************************
 LX7574  DESIGNATION -  BRIDGEPORT JENKINS BROS TANK
 LX7574  PID         -  LX7574
 LX7574  STATE/COUNTY-  CT/FAIRFIELD
 LX7574  USGS QUAD   -  BRIDGEPORT (1984)
 LX7574
 LX7574                         *CURRENT SURVEY CONTROL
 LX7574  ___________________________________________________________________
 LX7574* NAD 83(1996)-  41 10 22.35795(N)    073 11 11.47941(W)     ADJUSTED  
 LX7574* NAVD 88     -                                                        
 LX7574  ___________________________________________________________________
 LX7574  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LX7574  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX7574
 LX7574  HORZ ORDER  -  THIRD
 LX7574
 LX7574.The horizontal coordinates were established by classical geodetic methods
 LX7574.and adjusted by the National Geodetic Survey in August 1998..
 LX7574
 LX7574
 LX7574.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7574
 LX7574.The geoid height was determined by GEOID03.
 LX7574
 LX7574;                    North         East     Units Scale Factor Converg.
 LX7574;SPC CT       -   190,201.548   268,169.926   MT  1.00000285   -0 17 22.0
 LX7574;SPC CT       -   624,019.58    879,820.83   sFT  1.00000285   -0 17 22.0
 LX7574;UTM  18      - 4,559,533.513   652,120.507   MT  0.99988480   +1 11 38.8
 LX7574
 LX7574                          SUPERSEDED SURVEY CONTROL
 LX7574
 LX7574  NAD 83(1992)-  41 10 22.35697(N)    073 11 11.47856(W) AD(       ) 4
 LX7574  NAD 83(1986)-  41 10 22.35986(N)    073 11 11.48346(W) AD(       ) 4
 LX7574  NAD 83(1986)-  41 10 22.35630(N)    073 11 11.48628(W) AD(       ) 4
 LX7574
 LX7574.Superseded values are not recommended for survey control.
 LX7574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7574.See file dsdata.txt to determine how the superseded data were derived.
 LX7574
 LX7574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5212159534(NAD 83)
 LX7574_MARKER: 53 = ELEVATED TANK
 LX7574
 LX7574  HISTORY     - Date     Condition        Report By
 LX7574  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7574
 LX7574                          STATION DESCRIPTION
 LX7574
 LX7574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7574'THE STATION, BRIDGEPORT JENKINS BROTHERS WATER TANK,
 LX7574'IS THE BALL TOP CENTER OF THE CONICAL ROOFED, 4
 LX7574'LEGGED, SILVER TANK.  IT IS ABOUT 27 METERS (90 FT)
 LX7574'IN HEIGHT.
 LX7574'
 LX7574'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 LX7574'SOUTHEAST OF CITY HALL, 0.3 KM (0.2 MI)NORTHWEST OF
 LX7574'THE UNITED ILLUMINATING COMPANY, ON THE WEST SHORE
 LX7574'OF THE PEQUENNOCK RIVER.
 LX7574'OWNERSHIP--JENKINS BROTHERS INCORPORATED,
 LX7574'BRIDGEPORT CT 06601.
 LX7574'
 LX7574'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3748 ***********************************************************************
 LX3748  DESIGNATION -  BRIDGEPORT REMINGTON ARMS TANK
 LX3748  PID         -  LX3748
 LX3748  STATE/COUNTY-  CT/FAIRFIELD
 LX3748  USGS QUAD   -  BRIDGEPORT (1984)
 LX3748
 LX3748                         *CURRENT SURVEY CONTROL
 LX3748  ___________________________________________________________________
 LX3748* NAD 83(1996)-  41 11 11.01243(N)    073 10 16.97811(W)     ADJUSTED  
 LX3748* NAVD 88     -                                                        
 LX3748  ___________________________________________________________________
 LX3748  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LX3748  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX3748
 LX3748  HORZ ORDER  -  THIRD
 LX3748
 LX3748.The horizontal coordinates were established by classical geodetic methods
 LX3748.and adjusted by the National Geodetic Survey in August 1998..
 LX3748
 LX3748
 LX3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3748
 LX3748.The geoid height was determined by GEOID03.
 LX3748
 LX3748;                    North         East     Units Scale Factor Converg.
 LX3748;SPC CT       -   191,696.182   269,447.643   MT  1.00000140   -0 16 45.8
 LX3748;SPC CT       -   628,923.22    884,012.81   sFT  1.00000140   -0 16 45.8
 LX3748;SPC NY L     -   113,568.386   369,518.897   MT  1.00001209   +0 32 31.1
 LX3748;SPC NY L     -   372,598.95  1,212,329.91   sFT  1.00001209   +0 32 31.1
 LX3748;UTM  18      - 4,561,060.554   653,358.954   MT  0.99988946   +1 12 15.8
 LX3748
 LX3748                          SUPERSEDED SURVEY CONTROL
 LX3748
 LX3748  NAD 83(1992)-  41 11 11.01141(N)    073 10 16.97750(W) AD(       ) 4
 LX3748  NAD 83(1986)-  41 11 11.01540(N)    073 10 16.98016(W) AD(       ) 4
 LX3748  NAD 27      -  41 11 10.68700(N)    073 10 18.54200(W) AD(       ) 3
 LX3748
 LX3748.Superseded values are not recommended for survey control.
 LX3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3748.See file dsdata.txt to determine how the superseded data were derived.
 LX3748
 LX3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5335961061(NAD 83)
 LX3748
 LX3748  HISTORY     - Date     Condition        Report By
 LX3748  HISTORY     - 1933     MONUMENTED       CGS
 LX3748  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX3748
 LX3748                          STATION DESCRIPTION
 LX3748
 LX3748'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3748'TANK IS LOCATED ON LAND OF THE REMINGTON ARMS COMPANY ON THE
 LX3748'WEST BANK OF THE YELLOW MILL RIVER BETWEEN BARNUM AVENUE TO THE
 LX3748'NORTH AND TRACKS OF THE N.Y., N.H. AND H.R.R. TO THE SOUTH.  IT
 LX3748'IS MADE OF STEEL AND SUPPORTED BY FOUR FABRICATED STEEL
 LX3748'COLUMNS.  IT IS PAINTED ALUMINUM WITH THE LEGEND REMINGTON U M C
 LX3748'IN WHITE LETTERS ON A RED ELLIPICAL BACKGROUND APPEARING THREE
 LX3748'TIMES ON THE SIDES OF THE TANK.  STATION IS THE BALL ON APEX,
 LX3748'HEIGHT ABOVE GROUND ABOUT 125 FEET.
 LX3748
 LX3748                          STATION RECOVERY (1987)
 LX3748
 LX3748'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 LX3748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7575 ***********************************************************************
 LX7575  DESIGNATION -  BRIDGEPORT SNETCO MICROWAVE
 LX7575  PID         -  LX7575
 LX7575  STATE/COUNTY-  CT/FAIRFIELD
 LX7575  USGS QUAD   -  BRIDGEPORT (1984)
 LX7575
 LX7575                         *CURRENT SURVEY CONTROL
 LX7575  ___________________________________________________________________
 LX7575* NAD 83(1996)-  41 10 34.65532(N)    073 11 41.47135(W)     ADJUSTED  
 LX7575* NAVD 88     -                                                        
 LX7575  ___________________________________________________________________
 LX7575  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LX7575  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX7575
 LX7575  HORZ ORDER  -  THIRD
 LX7575
 LX7575.The horizontal coordinates were established by classical geodetic methods
 LX7575.and adjusted by the National Geodetic Survey in August 1998..
 LX7575
 LX7575
 LX7575.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7575
 LX7575.The geoid height was determined by GEOID03.
 LX7575
 LX7575;                    North         East     Units Scale Factor Converg.
 LX7575;SPC CT       -   190,584.474   267,472.783   MT  1.00000248   -0 17 41.9
 LX7575;SPC CT       -   625,275.90    877,533.62   sFT  1.00000248   -0 17 41.9
 LX7575;UTM  18      - 4,559,898.218   651,413.767   MT  0.99988216   +1 11 19.3
 LX7575
 LX7575                          SUPERSEDED SURVEY CONTROL
 LX7575
 LX7575  NAD 83(1992)-  41 10 34.65431(N)    073 11 41.47033(W) AD(       ) 4
 LX7575  NAD 83(1986)-  41 10 34.65688(N)    073 11 41.47620(W) AD(       ) 4
 LX7575  NAD 83(1986)-  41 10 34.65542(N)    073 11 41.47687(W) AD(       ) 4
 LX7575
 LX7575.Superseded values are not recommended for survey control.
 LX7575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7575.See file dsdata.txt to determine how the superseded data were derived.
 LX7575
 LX7575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5141459898(NAD 83)
 LX7575_MARKER: 45 = MICROWAVE TOWER
 LX7575
 LX7575  HISTORY     - Date     Condition        Report By
 LX7575  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7575  HISTORY     - 19950721 MARK NOT FOUND   USPSQD
 LX7575
 LX7575                          STATION DESCRIPTION
 LX7575
 LX7575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7575'THE STATION, BRIDGEPORT SNETCO MICROWAVE IS THE
 LX7575'LIGHT AT THE APEX OF THE POLE TOP CENTER
 LX7575'OF THE 4 LEGGED, RED AND WHITE TOWER THAT HAS
 LX7575'TWO RECTANGULAR FANS NEAR THE TOP AND ONE DISH AT A
 LX7575'LOWER LEVEL FACING THE SOUTHWEST..  THE TOWER IS
 LX7575'ABOUT 12 METERS (40 FT)HIGH AND SET ON THE ROOF OF
 LX7575'A SIX STORY BUILDING.
 LX7575'
 LX7575'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI)
 LX7575'NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX7575'STATE HIGHWAY 25, 0.4 KM (0.25 MI) SOUTH-SOUTHWEST
 LX7575'OF BRIDGPORT CITY HALL, IN THE SOUTH ANGLE OF THE
 LX7575'INTERSECTION OF JOHN AND COURTLAND STREETS, ON THE
 LX7575'ROOF OF THE SOUTHERN NEW ENGLAND TELEPHONE
 LX7575'COMPANEY BUILDING.
 LX7575'
 LX7575'OWNERSHIP--SOUTHERN NEW ENGLAND TELEPHONE COMPANY,
 LX7575'BRIDGEPORT CT 06601.
 LX7575'
 LX7575'DESCRIBED BY G.R. HEID.
 LX7575
 LX7575                          STATION RECOVERY (1995)
 LX7575
 LX7575'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7576 ***********************************************************************
 LX7576  DESIGNATION -  BRIDGEPORT SOU CT GAS CO TANK
 LX7576  PID         -  LX7576
 LX7576  STATE/COUNTY-  CT/FAIRFIELD
 LX7576  USGS QUAD   -  BRIDGEPORT (1984)
 LX7576
 LX7576                         *CURRENT SURVEY CONTROL
 LX7576  ___________________________________________________________________
 LX7576* NAD 83(1996)-  41 11 13.42862(N)    073 11 25.99858(W)     ADJUSTED  
 LX7576* NAVD 88     -                                                        
 LX7576  ___________________________________________________________________
 LX7576  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 LX7576  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX7576
 LX7576  HORZ ORDER  -  THIRD
 LX7576
 LX7576.The horizontal coordinates were established by classical geodetic methods
 LX7576.and adjusted by the National Geodetic Survey in August 1998..
 LX7576
 LX7576
 LX7576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7576
 LX7576.The geoid height was determined by GEOID03.
 LX7576
 LX7576;                    North         East     Units Scale Factor Converg.
 LX7576;SPC CT       -   191,778.741   267,839.524   MT  1.00000133   -0 17 31.6
 LX7576;SPC CT       -   629,194.09    878,736.84   sFT  1.00000133   -0 17 31.6
 LX7576;UTM  18      - 4,561,101.438   651,749.422   MT  0.99988341   +1 11 30.4
 LX7576
 LX7576                          SUPERSEDED SURVEY CONTROL
 LX7576
 LX7576  NAD 83(1992)-  41 11 13.42759(N)    073 11 25.99758(W) AD(       ) 4
 LX7576  NAD 83(1986)-  41 11 13.43042(N)    073 11 26.00355(W) AD(       ) 4
 LX7576  NAD 83(1986)-  41 11 13.42823(N)    073 11 26.00461(W) AD(       ) 4
 LX7576
 LX7576.Superseded values are not recommended for survey control.
 LX7576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7576.See file dsdata.txt to determine how the superseded data were derived.
 LX7576
 LX7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5174961101(NAD 83)
 LX7576_MARKER: 51 = TANK
 LX7576
 LX7576  HISTORY     - Date     Condition        Report By
 LX7576  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7576
 LX7576                          STATION DESCRIPTION
 LX7576
 LX7576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7576'THE STATION, BRIDGEPORT SOUTHERN CONNECTICUT GAS
 LX7576'COMPANY STORAGE TANK, IS THE TOP CENTER OF A VERY
 LX7576'LARGE GROUND STORAGE TANK.  IT IS LIGHT GREEN,
 LX7576'WITH SEVERAL BANDS OF RED AND WHITE CHECKS AROUND
 LX7576'THE TOP.  IT IS ABOUT 23 METERS (75 FT) ACROSS AND
 LX7576'31 METERS (200 FT) IN HEIGHT.
 LX7576'
 LX7576'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 LX7576'NORTH-NORTHEAST OF BRIDGEPORT CITY HALL, 0.8 KM
 LX7576'(0.5 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 LX7576'1 AND STATE HIGHWAY 25 ON THE WEST SHORE OF THE
 LX7576'PEQUONNOCK RIVER.
 LX7576'OWNERSHIP--SOUTHERN CONNECTICUT GAS COMPANY,
 LX7576'BRIDGEPORT CT 06601.
 LX7576'
 LX7576'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3736 ***********************************************************************
 LX3736  DESIGNATION -  BRIDGEPORT ST AUGUST CATH CH
 LX3736  PID         -  LX3736
 LX3736  STATE/COUNTY-  CT/FAIRFIELD
 LX3736  USGS QUAD   -  BRIDGEPORT (1984)
 LX3736
 LX3736                         *CURRENT SURVEY CONTROL
 LX3736  ___________________________________________________________________
 LX3736* NAD 83(1996)-  41 10 48.60715(N)    073 11 43.53124(W)     ADJUSTED  
 LX3736* NAVD 88     -                                                        
 LX3736  ___________________________________________________________________
 LX3736  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LX3736  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX3736
 LX3736  HORZ ORDER  -  THIRD
 LX3736
 LX3736.The horizontal coordinates were established by classical geodetic methods
 LX3736.and adjusted by the National Geodetic Survey in August 1998..
 LX3736
 LX3736
 LX3736.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3736
 LX3736.The geoid height was determined by GEOID03.
 LX3736
 LX3736;                    North         East     Units Scale Factor Converg.
 LX3736;SPC CT       -   191,015.120   267,426.989   MT  1.00000206   -0 17 43.2
 LX3736;SPC CT       -   626,688.77    877,383.38   sFT  1.00000206   -0 17 43.2
 LX3736;UTM  18      - 4,560,327.482   651,356.845   MT  0.99988195   +1 11 18.3
 LX3736
 LX3736                          SUPERSEDED SURVEY CONTROL
 LX3736
 LX3736  NAD 83(1992)-  41 10 48.60622(N)    073 11 43.53034(W) AD(       ) 4
 LX3736  NAD 83(1986)-  41 10 48.60851(N)    073 11 43.53421(W) AD(       ) 4
 LX3736  NAD 27      -  41 10 48.26000(N)    073 11 45.12800(W) AD(       ) 3
 LX3736
 LX3736.Superseded values are not recommended for survey control.
 LX3736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3736.See file dsdata.txt to determine how the superseded data were derived.
 LX3736
 LX3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5135760327(NAD 83)
 LX3736_MARKER: 91 = CHURCH CROSS
 LX3736_SETTING: 0 = UNSPECIFIED SETTING
 LX3736
 LX3736  HISTORY     - Date     Condition        Report By
 LX3736  HISTORY     - 1882     FIRST OBSERVED   CGS
 LX3736  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3736  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX3736  HISTORY     - 1982     GOOD             NGS
 LX3736  HISTORY     - 1987     GOOD             USPSQD
 LX3736  HISTORY     - 19950811 GOOD             USPSQD
 LX3736
 LX3736                          STATION DESCRIPTION
 LX3736
 LX3736'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3736'ON THE SW CORNER OF WASHINGTON AVENUE AND PEQUONNOCK STREET.  THE
 LX3736'CHURCH IS BUILT OF GREY STONE AND HAS A GREY SLATE COVERED
 LX3736'SPIRE.  H.P. RITTER REPORTS IN 1907 THAT THE SPIRE AT THE TIME
 LX3736'WAS HIGHER THAN THE ONE DETERMINED IN 1882, THIS BEING DUE TO
 LX3736'THE SPIRE DETERMINED IN 1882 HAVING BEEN EXTENDED SKYWARD SOME
 LX3736'FIVE OR SIX YEARS PRIOR TO 1907.
 LX3736
 LX3736                          STATION RECOVERY (1934)
 LX3736
 LX3736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3736'RECOVERED AS DESCRIBED.
 LX3736
 LX3736                          STATION RECOVERY (1982)
 LX3736
 LX3736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3736'THE STATION, BRIDGEPORT SAINT AUGUSTINE CATHOLIC
 LX3736'CHURCH SPIRE, WAS RECOVERED IN GOOD CONDITION. THE
 LX3736'SPIRES POSITION WAS FIRST DETERMINED IN 1882.  THE
 LX3736'SPIRE WAS EXTENDED SOMETIME PRIOR TO 1907.
 LX3736'THE STATION, IS THE COPPER BASE OF THE GOLD CROSS ATOP THE
 LX3736'GREY, SLATE COVERED SPIRE.
 LX3736'
 LX3736'THE STATION IS LOCATED ABOUT 0.2 KM (0.15 MI) WEST
 LX3736'OF THE BRIDGEPORT CITY HALL, IN THE SOUTHWEST ANGLE
 LX3736'OF THE INTERSECTION OF WASHINGTON AVENUE AND
 LX3736'PEQUONNOCK STREET.
 LX3736'
 LX3736'DESCRIBED BY G.R. HEID.
 LX3736
 LX3736                          STATION RECOVERY (1987)
 LX3736
 LX3736'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 LX3736'RECOVERED IN GOOD CONDITION.
 LX3736
 LX3736                          STATION RECOVERY (1995)
 LX3736
 LX3736'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3735 ***********************************************************************
 LX3735  DESIGNATION -  BRIDGEPORT UNITED CONG CH
 LX3735  PID         -  LX3735
 LX3735  STATE/COUNTY-  CT/FAIRFIELD
 LX3735  USGS QUAD   -  BRIDGEPORT (1984)
 LX3735
 LX3735                         *CURRENT SURVEY CONTROL
 LX3735  ___________________________________________________________________
 LX3735* NAD 83(1996)-  41 10 25.18189(N)    073 11 53.27104(W)     ADJUSTED  
 LX3735* NAVD 88     -                                                        
 LX3735  ___________________________________________________________________
 LX3735  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LX3735  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX3735
 LX3735  HORZ ORDER  -  THIRD
 LX3735
 LX3735.The horizontal coordinates were established by classical geodetic methods
 LX3735.and adjusted by the National Geodetic Survey in August 1998..
 LX3735
 LX3735
 LX3735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3735
 LX3735.The geoid height was determined by GEOID03.
 LX3735
 LX3735;                    North         East     Units Scale Factor Converg.
 LX3735;SPC CT       -   190,293.650   267,196.237   MT  1.00000276   -0 17 49.7
 LX3735;SPC CT       -   624,321.75    876,626.32   sFT  1.00000276   -0 17 49.7
 LX3735;UTM  18      - 4,559,600.367   651,144.877   MT  0.99988116   +1 11 11.3
 LX3735
 LX3735                          SUPERSEDED SURVEY CONTROL
 LX3735
 LX3735  NAD 83(1992)-  41 10 25.18104(N)    073 11 53.27029(W) AD(       ) 4
 LX3735  NAD 83(1986)-  41 10 25.18260(N)    073 11 53.27552(W) AD(       ) 4
 LX3735  NAD 27      -  41 10 24.83600(N)    073 11 54.87200(W) AD(       ) 3
 LX3735
 LX3735.Superseded values are not recommended for survey control.
 LX3735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3735.See file dsdata.txt to determine how the superseded data were derived.
 LX3735
 LX3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5114559600(NAD 83)
 LX3735
 LX3735  HISTORY     - Date     Condition        Report By
 LX3735  HISTORY     - UNK      MONUMENTED
 LX3735  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3735  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX3735
 LX3735                          STATION DESCRIPTION
 LX3735
 LX3735'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3735'THIS CHURCH, GENERALLY KNOWN AS THE SOUTH CHURCH, IS SITUATED ON
 LX3735'THE NE CORNER OF BROAD AND GILBERT STREETS.  IT IS ALSO SOMTIMES
 LX3735'CALLED THE UNITED CONGREGATIONAL CHURCH.  IT OCCUPIES THE SITE OF
 LX3735'THE OLD SOUTH STEEPLE REFERRED TO IN THE 1833 TRIANGULATION.  THE
 LX3735'CHURCH IS BUILT OF RED BRICK, AND THE SPIRE, ON THE SOUTHERN END
 LX3735'OF THE CHURCH, IS A TALL, SLENDER, SLATE-COVERED SPIRE,
 LX3735'DETERMINED IN 1882 AND REPORTED STILL IN PLACE IN 1907.
 LX3735
 LX3735                          STATION RECOVERY (1935)
 LX3735
 LX3735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX3735'SPIRE HAS BEEN REMOVED.  BUILDING IS NOW USED AS ODD FELLOWS HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7577 ***********************************************************************
 LX7577  DESIGNATION -  BRIDGEPORT UNITED ILLUM STACK
 LX7577  PID         -  LX7577
 LX7577  STATE/COUNTY-  CT/FAIRFIELD
 LX7577  USGS QUAD   -  BRIDGEPORT (1984)
 LX7577
 LX7577                         *CURRENT SURVEY CONTROL
 LX7577  ___________________________________________________________________
 LX7577* NAD 83(1996)-  41 10 14.55230(N)    073 11 03.03129(W)     ADJUSTED  
 LX7577* NAVD 88     -                                                        
 LX7577  ___________________________________________________________________
 LX7577  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LX7577  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX7577
 LX7577  HORZ ORDER  -  THIRD
 LX7577
 LX7577.The horizontal coordinates were established by classical geodetic methods
 LX7577.and adjusted by the National Geodetic Survey in August 1998..
 LX7577
 LX7577
 LX7577.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7577
 LX7577.The geoid height was determined by GEOID03.
 LX7577
 LX7577;                    North         East     Units Scale Factor Converg.
 LX7577;SPC CT       -   189,959.760   268,365.638   MT  1.00000309   -0 17 16.4
 LX7577;SPC CT       -   623,226.31    880,462.93   sFT  1.00000309   -0 17 16.4
 LX7577;UTM  18      - 4,559,296.901   652,322.389   MT  0.99988556   +1 11 44.1
 LX7577
 LX7577                          SUPERSEDED SURVEY CONTROL
 LX7577
 LX7577  NAD 83(1992)-  41 10 14.55136(N)    073 11 03.03043(W) AD(       ) 4
 LX7577  NAD 83(1986)-  41 10 14.55384(N)    073 11 03.03572(W) AD(       ) 4
 LX7577  NAD 83(1986)-  41 10 14.55192(N)    073 11 03.03440(W) AD(       ) 4
 LX7577
 LX7577.Superseded values are not recommended for survey control.
 LX7577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7577.See file dsdata.txt to determine how the superseded data were derived.
 LX7577
 LX7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5232259297(NAD 83)
 LX7577_MARKER: 63 = STACK
 LX7577
 LX7577  HISTORY     - Date     Condition        Report By
 LX7577  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7577  HISTORY     - 19950721 GOOD             USPSQD
 LX7577
 LX7577                          STATION DESCRIPTION
 LX7577
 LX7577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7577'THE STATION, BRIDGEPORT UNITED ILLUMINATING
 LX7577'COMPANY, HARBOR STATION TALLEST STACK, IS THE TOP
 LX7577'CENTER OF THE CONCRETE STACK.  THE TOP HALF IS RED
 LX7577'AND WHITE STRIPED.  IT IS ABOUT 152 METERS (500 FT)
 LX7577'IN HEIGHT.
 LX7577'THERE ARE TWO SHORTER STACKS NEARBY.
 LX7577'
 LX7577'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI)
 LX7577'SOUTHEAST OF BRIDGEPORT CITY HALL, 0.4 KM (0.25 MI)
 LX7577'EAST OF INTERSTATE HIGHWAY 95 AT EXIT 27 ON THE
 LX7577'WEST SHORE OF THE PEQUONNOCK RIVER AT THE PLANT
 LX7577'COMPLEX.
 LX7577'OWNERSHIP--UNITED ILLUMINATING COMPANY,
 LX7577'BRIDGEPORT CT 06601.
 LX7577'
 LX7577'DESCRIBED BY G.R. HEID.
 LX7577
 LX7577                          STATION RECOVERY (1995)
 LX7577
 LX7577'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7217 ***********************************************************************
 LX7217  DESIGNATION -  BRISTOL NE SCH STANDPIPE
 LX7217  PID         -  LX7217
 LX7217  STATE/COUNTY-  CT/HARTFORD
 LX7217  USGS QUAD   -  BRISTOL (1984)
 LX7217
 LX7217                         *CURRENT SURVEY CONTROL
 LX7217  ___________________________________________________________________
 LX7217* NAD 83(1996)-  41 42 51.04960(N)    072 54 23.44543(W)     ADJUSTED  
 LX7217* NAVD 88     -                                                        
 LX7217  ___________________________________________________________________
 LX7217  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX7217  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX7217
 LX7217  HORZ ORDER  -  THIRD
 LX7217
 LX7217.The horizontal coordinates were established by classical geodetic methods
 LX7217.and adjusted by the National Geodetic Survey in August 1998..
 LX7217
 LX7217
 LX7217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7217
 LX7217.The geoid height was determined by GEOID03.
 LX7217
 LX7217;                    North         East     Units Scale Factor Converg.
 LX7217;SPC CT       -   250,238.589   291,775.716   MT  0.99998809   -0 06 13.6
 LX7217;SPC CT       -   820,991.10    957,267.49   sFT  0.99998809   -0 06 13.6
 LX7217;UTM  18      - 4,620,160.436   674,155.847   MT  0.99997325   +1 23 36.2
 LX7217
 LX7217                          SUPERSEDED SURVEY CONTROL
 LX7217
 LX7217  NAD 83(1996)-  41 42 51.04917(N)    072 54 23.44559(W) AD(       ) 4
 LX7217  NAD 83(1992)-  41 42 51.04935(N)    072 54 23.44573(W) AD(       ) 4
 LX7217  NAD 83(1992)-  41 42 51.05090(N)    072 54 23.44725(W) AD(       ) 4
 LX7217  NAD 83(1986)-  41 42 51.05107(N)    072 54 23.44725(W) AD(       ) 4
 LX7217  NAD 27      -  41 42 50.69084(N)    072 54 25.08169(W) AD(       ) 3
 LX7217
 LX7217.Superseded values are not recommended for survey control.
 LX7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7217.See file dsdata.txt to determine how the superseded data were derived.
 LX7217
 LX7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7415620160(NAD 83)
 LX7217_MARKER: 52 = STANDPIPE TANK
 LX7217
 LX7217  HISTORY     - Date     Condition        Report By
 LX7217  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7217
 LX7217                          STATION DESCRIPTION
 LX7217
 LX7217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7217'THE STATION, IS THE VENT ATOP THE DARK GREEN 29 METERS
 LX7217'(95 FT) HIGH, BRISTOL NORTHEAST ELEMENTARY SCHOOL STANDPIPE.
 LX7217'
 LX7217'THE STATION IS LOCATED 5.6 KM (3.5 MI) NORTHEAST OF DOWNTOWN
 LX7217'BRISTOL, 2.4 KM (1.5 MI) NORTHWEST OF THE JUNCTION OF U.S.
 LX7217'HIGHWAY 6 AND STATE HIGHWAY 177, 0.2 KM (0.1 MI) NORTHEAST OF
 LX7217'THE SCHOOL.
 LX7217'OWNERSHIP-- CITY OF BRISTOL, BRISTOL CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7228 ***********************************************************************
 LX7228  DESIGNATION -  BRISTOL NW MUN STANDPIPE
 LX7228  PID         -  LX7228
 LX7228  STATE/COUNTY-  CT/HARTFORD
 LX7228  USGS QUAD   -  BRISTOL (1984)
 LX7228
 LX7228                         *CURRENT SURVEY CONTROL
 LX7228  ___________________________________________________________________
 LX7228* NAD 83(1996)-  41 42 53.67773(N)    072 58 14.58493(W)     ADJUSTED  
 LX7228* NAVD 88     -                                                        
 LX7228  ___________________________________________________________________
 LX7228  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LX7228  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX7228
 LX7228  HORZ ORDER  -  THIRD
 LX7228
 LX7228.The horizontal coordinates were established by classical geodetic methods
 LX7228.and adjusted by the National Geodetic Survey in August 1998..
 LX7228
 LX7228
 LX7228.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7228
 LX7228.The geoid height was determined by GEOID03.
 LX7228
 LX7228;                    North         East     Units Scale Factor Converg.
 LX7228;SPC CT       -   250,331.334   286,432.794   MT  0.99998813   -0 08 46.9
 LX7228;SPC CT       -   821,295.38    939,738.26   sFT  0.99998813   -0 08 46.9
 LX7228;UTM  18      - 4,620,113.561   668,812.466   MT  0.99995069   +1 21 02.3
 LX7228
 LX7228                          SUPERSEDED SURVEY CONTROL
 LX7228
 LX7228  NAD 83(1996)-  41 42 53.67736(N)    072 58 14.58515(W) AD(       ) 4
 LX7228  NAD 83(1992)-  41 42 53.67757(N)    072 58 14.58535(W) AD(       ) 4
 LX7228  NAD 83(1992)-  41 42 53.67902(N)    072 58 14.58670(W) AD(       ) 4
 LX7228  NAD 83(1986)-  41 42 53.67924(N)    072 58 14.58694(W) AD(       ) 4
 LX7228  NAD 27      -  41 42 53.32287(N)    072 58 16.21221(W) AD(       ) 3
 LX7228
 LX7228.Superseded values are not recommended for survey control.
 LX7228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7228.See file dsdata.txt to determine how the superseded data were derived.
 LX7228
 LX7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6881220114(NAD 83)
 LX7228_MARKER: 52 = STANDPIPE TANK
 LX7228
 LX7228  HISTORY     - Date     Condition        Report By
 LX7228  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7228
 LX7228                          STATION DESCRIPTION
 LX7228
 LX7228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7228'THE STATION, IS THE VENT ATOP THE PALE GREEN,
 LX7228'BRISTOL NORTHWEST MUNICIPAL STANDPIPE,
 LX7228'THAT IS ABOUT 30.5 METERS (100 FT) HIGH.
 LX7228'
 LX7228'THE STATION IS LOCATED 4.8 KM (3 MI) NORTH-NORTHWEST OF THE
 LX7228'BRISTOL CITY HALL, 3.6 KM (2.25 MI) NORTH OF U.S. HIGHWAY 6
 LX7228'2.4 KM (1.5 MI) EAST OF THE LITCHFIELD COUNTY LINE, 0.2 KM
 LX7228'(0.2 MI) NORTH OF CHAPEL STREET, ON THE NORTH CORPORATE
 LX7228'BOUNDARY.
 LX7228'OWNERSHIP--CITY OF BRISTOL, BRISTOL CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6563 ***********************************************************************
 LX6563  DESIGNATION -  BROAD BROOK KERR MCGEE TK
 LX6563  PID         -  LX6563
 LX6563  STATE/COUNTY-  CT/HARTFORD
 LX6563  USGS QUAD   -  BROAD BROOK (1984)
 LX6563
 LX6563                         *CURRENT SURVEY CONTROL
 LX6563  ___________________________________________________________________
 LX6563* NAD 83(1996)-  41 53 52.44942(N)    072 33 07.42953(W)     ADJUSTED  
 LX6563* NAVD 88     -                                                        
 LX6563  ___________________________________________________________________
 LX6563  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LX6563  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6563
 LX6563  HORZ ORDER  -  THIRD
 LX6563
 LX6563.The horizontal coordinates were established by classical geodetic methods
 LX6563.and adjusted by the National Geodetic Survey in August 1998..
 LX6563
 LX6563
 LX6563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6563
 LX6563.The geoid height was determined by GEOID03.
 LX6563
 LX6563;                    North         East     Units Scale Factor Converg.
 LX6563;SPC CT       -   270,651.434   321,226.006   MT  1.00000331   +0 07 52.5
 LX6563;SPC CT       -   887,962.25  1,053,888.99   sFT  1.00000331   +0 07 52.5
 LX6563;UTM  18      - 4,641,338.367   703,062.791   MT  1.00010742   +1 38 07.1
 LX6563
 LX6563                          SUPERSEDED SURVEY CONTROL
 LX6563
 LX6563  NAD 83(1996)-  41 53 52.44916(N)    072 33 07.42961(W) AD(       ) 4
 LX6563  NAD 83(1992)-  41 53 52.44960(N)    072 33 07.43005(W) AD(       ) 4
 LX6563  NAD 83(1992)-  41 53 52.45023(N)    072 33 07.43051(W) AD(       ) 4
 LX6563  NAD 83(1986)-  41 53 52.45101(N)    072 33 07.43075(W) AD(       ) 4
 LX6563  NAD 27      -  41 53 52.09772(N)    072 33 09.11888(W) AD(       ) 3
 LX6563
 LX6563.Superseded values are not recommended for survey control.
 LX6563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6563.See file dsdata.txt to determine how the superseded data were derived.
 LX6563
 LX6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0306341338(NAD 83)
 LX6563_MARKER: 53 = ELEVATED TANK
 LX6563_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6563
 LX6563  HISTORY     - Date     Condition        Report By
 LX6563  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6563
 LX6563                          STATION DESCRIPTION
 LX6563
 LX6563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6563'THE STATION, IS THE APEX OF VENT OF THE BROAD BROOK
 LX6563'KERR MCGEE
 LX6563'WATER TANK.  IT SILVER IN COLOR AND 160 FEET IN HEIGHT.
 LX6563'
 LX6563'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF WINDSOR LOCKS,
 LX6563'3-1/2 MILES NORTHEAST OF EAST WINDSOR HILLS, 1 MILE SOUTH OF
 LX6563'BROAD BROOK AND ON PROPERTY OWNED BY KERR MCGEE.
 LX6563'
 LX6563'DESCRIBED BY V. D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6562 ***********************************************************************
 LX6562  DESIGNATION -  BROAD BROOK ST CATHERINE CH
 LX6562  PID         -  LX6562
 LX6562  STATE/COUNTY-  CT/HARTFORD
 LX6562  USGS QUAD   -  BROAD BROOK (1984)
 LX6562
 LX6562                         *CURRENT SURVEY CONTROL
 LX6562  ___________________________________________________________________
 LX6562* NAD 83(1996)-  41 54 42.66708(N)    072 32 43.19500(W)     ADJUSTED  
 LX6562* NAVD 88     -                                                        
 LX6562  ___________________________________________________________________
 LX6562  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LX6562  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX6562
 LX6562  HORZ ORDER  -  THIRD
 LX6562
 LX6562.The horizontal coordinates were established by classical geodetic methods
 LX6562.and adjusted by the National Geodetic Survey in August 1998..
 LX6562.No horizontal observational check was made to the station.
 LX6562
 LX6562
 LX6562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6562
 LX6562.The geoid height was determined by GEOID03.
 LX6562
 LX6562;                    North         East     Units Scale Factor Converg.
 LX6562;SPC CT       -   272,202.111   321,780.963   MT  1.00000489   +0 08 08.5
 LX6562;SPC CT       -   893,049.76  1,055,709.71   sFT  1.00000489   +0 08 08.5
 LX6562;UTM  18      - 4,642,903.243   703,576.903   MT  1.00011000   +1 38 24.9
 LX6562
 LX6562                          SUPERSEDED SURVEY CONTROL
 LX6562
 LX6562  NAD 83(1996)-  41 54 42.66684(N)    072 32 43.19505(W) AD(       ) 4
 LX6562  NAD 83(1992)-  41 54 42.66728(N)    072 32 43.19551(W) AD(       ) 4
 LX6562  NAD 83(1992)-  41 54 42.66783(N)    072 32 43.19600(W) AD(       ) 4
 LX6562  NAD 83(1986)-  41 54 42.66865(N)    072 32 43.19623(W) AD(       ) 4
 LX6562  NAD 27      -  41 54 42.31607(N)    072 32 44.88437(W) AD(       ) 3
 LX6562
 LX6562.Superseded values are not recommended for survey control.
 LX6562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6562.See file dsdata.txt to determine how the superseded data were derived.
 LX6562
 LX6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0357742903(NAD 83)
 LX6562_MARKER: 91 = CHURCH CROSS
 LX6562_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6562
 LX6562  HISTORY     - Date     Condition        Report By
 LX6562  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6562
 LX6562                          STATION DESCRIPTION
 LX6562
 LX6562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6562'THE STATION, IS THE CROSS ATOP THE BROAD BROOK SAINT CATHERINE
 LX6562'CHURCH.  IT IS GOLD IN COLOR AND 70 FEET IN HEIGHT.
 LX6562'
 LX6562'THE STATION IS LOCATED IN THE SOUTH SECTION OF BROAD BROOK AT THE
 LX6562'CORNER OF HIGHLAND AVENUE AND RYE STREETS.
 LX6562'
 LX6562'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6560 ***********************************************************************
 LX6560  DESIGNATION -  BROAD BROOK WATER TANK
 LX6560  PID         -  LX6560
 LX6560  STATE/COUNTY-  CT/HARTFORD
 LX6560  USGS QUAD   -  BROAD BROOK (1984)
 LX6560
 LX6560                         *CURRENT SURVEY CONTROL
 LX6560  ___________________________________________________________________
 LX6560* NAD 83(1996)-  41 55 06.45234(N)    072 32 30.78639(W)     ADJUSTED  
 LX6560* NAVD 88     -                                                        
 LX6560  ___________________________________________________________________
 LX6560  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LX6560  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX6560
 LX6560  HORZ ORDER  -  THIRD
 LX6560
 LX6560.The horizontal coordinates were established by classical geodetic methods
 LX6560.and adjusted by the National Geodetic Survey in August 1998..
 LX6560
 LX6560
 LX6560.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6560
 LX6560.The geoid height was determined by GEOID03.
 LX6560
 LX6560;                    North         East     Units Scale Factor Converg.
 LX6560;SPC CT       -   272,936.648   322,065.163   MT  1.00000566   +0 08 16.8
 LX6560;SPC CT       -   895,459.65  1,056,642.12   sFT  1.00000566   +0 08 16.8
 LX6560;UTM  18      - 4,643,645.067   703,841.745   MT  1.00011132   +1 38 33.9
 LX6560
 LX6560                          SUPERSEDED SURVEY CONTROL
 LX6560
 LX6560  NAD 83(1996)-  41 55 06.45214(N)    072 32 30.78643(W) AD(       ) 4
 LX6560  NAD 83(1992)-  41 55 06.45260(N)    072 32 30.78689(W) AD(       ) 4
 LX6560  NAD 83(1992)-  41 55 06.45308(N)    072 32 30.78739(W) AD(       ) 4
 LX6560  NAD 83(1986)-  41 55 06.45399(N)    072 32 30.78759(W) AD(       ) 4
 LX6560  NAD 27      -  41 55 06.10152(N)    072 32 32.47612(W) AD(       ) 3
 LX6560
 LX6560.Superseded values are not recommended for survey control.
 LX6560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6560.See file dsdata.txt to determine how the superseded data were derived.
 LX6560
 LX6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0384243645(NAD 83)
 LX6560_MARKER: 53 = ELEVATED TANK
 LX6560_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6560
 LX6560  HISTORY     - Date     Condition        Report By
 LX6560  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6560
 LX6560                          STATION DESCRIPTION
 LX6560
 LX6560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6560'THE STATION, IS THE CAP, TOP CENTER, OF THE BROAD BROOK WATER
 LX6560'TANK.
 LX6560'
 LX6560'THE STATION IS LOCATED IN THE NORTH SECTION OF BROAD BROOK.
 LX6560'
 LX6560'TO REACH THE STATION FROM THE JUNCTIONS OF MAIN STREET AND DEPOT
 LX6560'STREET, GO EAST FOLLOWING DEPOT STREET FOR 0.3 MILE TO A SIDE
 LX6560'STREET LEFT.  TURN LEFT, FOLLOW ASHALT STREET FOR 0.1 MILE TO
 LX6560'THE TANK.
 LX6560'
 LX6560'DESCRIBED BY V. D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7423 ***********************************************************************
 LX7423  DESIGNATION -  BROADVIEW
 LX7423  PID         -  LX7423
 LX7423  STATE/COUNTY-  CT/FAIRFIELD
 LX7423  USGS QUAD   -  DANBURY (1984)
 LX7423
 LX7423                         *CURRENT SURVEY CONTROL
 LX7423  ___________________________________________________________________
 LX7423* NAD 83(1996)-  41 24 26.73469(N)    073 26 21.32347(W)     ADJUSTED  
 LX7423* NAVD 88     -       170.6    (meters)     560.     (feet)  VERTCON   
 LX7423  ___________________________________________________________________
 LX7423  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 LX7423  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX7423
 LX7423  HORZ ORDER  -  FIRST
 LX7423
 LX7423.The horizontal coordinates were established by classical geodetic methods
 LX7423.and adjusted by the National Geodetic Survey in August 1998..
 LX7423
 LX7423.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7423
 LX7423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7423
 LX7423.The geoid height was determined by GEOID03.
 LX7423
 LX7423;                    North         East     Units Scale Factor Converg.
 LX7423;SPC CT       -   216,387.593   247,169.894   MT  0.99998556   -0 27 25.3
 LX7423;SPC CT       -   709,931.63    810,923.23   sFT  0.99998556   -0 27 25.3
 LX7423;UTM  18      - 4,585,162.169   630,451.361   MT  0.99980943   +1 01 56.8
 LX7423
 LX7423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7423!SPC CT       -   0.99997791  x   0.99998556  =   0.99996347
 LX7423!UTM  18      -   0.99997791  x   0.99980943  =   0.99978735
 LX7423
 LX7423|---------------------------------------------------------------------|
 LX7423| PID    Reference Object                     Distance      Geod. Az  |
 LX7423|                                                           dddmmss.s |
 LX7423| CR9089 BROADVIEW RM 1                       29.710 METERS 02001     |
 LX7423| CR9090 BROADVIEW RM 2                       20.212 METERS 27605     |
 LX7423|---------------------------------------------------------------------|
 LX7423
 LX7423                          SUPERSEDED SURVEY CONTROL
 LX7423
 LX7423  NAD 83(1992)-  41 24 26.73423(N)    073 26 21.32330(W) AD(       ) 1
 LX7423  NAD 83(1986)-  41 24 26.73583(N)    073 26 21.32522(W) AD(       ) 1
 LX7423  NAD 83(1986)-  41 24 26.73528(N)    073 26 21.32539(W) AD(       ) 1
 LX7423  NGVD 29 (10/23/89)  170.9    (m)          561.     (f) VERT ANG       
 LX7423
 LX7423.Superseded values are not recommended for survey control.
 LX7423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7423.See file dsdata.txt to determine how the superseded data were derived.
 LX7423
 LX7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3045185162(NAD 83)
 LX7423_MARKER: DS = TRIANGULATION STATION DISK
 LX7423_SETTING: 66 = SET IN ROCK OUTCROP
 LX7423_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7423+STABILITY: POSITION/ELEVATION WELL
 LX7423
 LX7423  HISTORY     - Date     Condition        Report By
 LX7423  HISTORY     - 1983     MONUMENTED       NGS
 LX7423
 LX7423                          STATION DESCRIPTION
 LX7423
 LX7423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7423'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTHEAST
 LX7423'OF THE DANBURY AIRPORT, 1.3 KM (0.8 MI) EAST-SOUTHEAST OF
 LX7423'THE JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE HIGHWAY 37,
 LX7423'1.1 KM (0.7 MI) SOUTHWEST OF GERMANTOWN, 0.8 KM (0.5 MI)
 LX7423'EAST-NORTHEAST OF THE DANBURY HOSPITAL AND ON THE EAST SIDE
 LX7423'OF THE BROADVIEW JUNIOR HIGH SCHOOL GROUNDS.
 LX7423'OWNERSHIP--DANBURY SCHOOL SYSTEMS, DR IRENE LOBER,
 LX7423'SUPERINTENDENT OF SCHOOLS, MILL RIDGE, DANBURY CT 06810,
 LX7423'PHONE 203-797-4701.
 LX7423'
 LX7423'TO REACH THE STATION FROM JUNCTION OF INTERSTATE HIGHWAY
 LX7423'84 AND STATE HIGHWAY 37 (WESTBOUND), GO NORTH ON HIGHWAY 37
 LX7423'FOLLOWING HOSPITAL SIGNS FOR 0.2 KM (0.1 MI) TO A ROAD RIGHT AT
 LX7423'A SHOPPING CENTER.  TURN RIGHT AND GO EAST ON HAYSTOWN AVENUE
 LX7423'FOR 0.5 KM (0.3 MI) TO A T-ROAD.  TURN RIGHT GOING SOUTH ON
 LX7423'TAMARACK AVENUE FOR 1.0 KM (0.6 MI) TO A ROAD LEFT AT
 LX7423'THE TOP OF GRADE, AT THE HOSPITAL.  TURN LEFT AND GO NORTHEAST
 LX7423'ON HOSPITAL AVENUE FOR 0.6 KM (0.4 MI) TO A PARKING LOT
 LX7423'ENTRANCE ON RIGHT AT THE SCHOOL.  CONTINUE AHEAD FOR 41.0 METERS
 LX7423'(135.0 FT) TO A TRACK ROAD RIGHT THRU SOME TREES (HARD TO SEE).
 LX7423'TURN RIGHT AND GO SOUTHERLY ACROSS THE LAWN FOR 0.2 KM (0.1 MI)
 LX7423'TO HIGH GROUND AND THE STATION AT THE NORTH END OF SMALL
 LX7423'TREES AND BRUSH.
 LX7423'
 LX7423'THE STATION IS A STANDARD NGS DISK
 LX7423'STAMPED---BROADVIEW 1983---,
 LX7423'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7423'59.4 METERS (195 FT) SOUTHEAST FROM UTILITY POLE NUMBER 6704,
 LX7423'29.9 METERS (98 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND
 LX7423'8.08 METERS (26.5 FT) WEST-NORTHWEST FROM A WITNESS POST.
 LX7423'
 LX7423'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7423'STAMPED---BROADVIEW NO 1 1983---,
 LX7423'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7423'28.0 METERS (92 FT) NORTH-NORTHEAST FROM A WITNESS POST,
 LX7423'7.3 METERS (24 FT) NORTHEAST FROM THE MOWED EDGE OF A FIELD,
 LX7423'2.1 METERS (7 FT) WEST-SOUTHWEST FROM A MAPLE TREE OF 15 CM
 LX7423'DIAMETER AND
 LX7423'0.61 METER (2 FT) WEST FROM A WITNESS POST.
 LX7423'MARK IS BELOW STATION 0.5 METER.
 LX7423'
 LX7423'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7423'STAMPED---BROADVIEW NO 2 1983---,
 LX7423'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7423'39 METERS (128 FT) SOUTHEAST FROM UTILITY POLE NUMBER 6704,
 LX7423'40.4 METERS (132.5 FT) SOUTHWEST FROM A WITNESS POST AND
 LX7423'28.4 METERS (93.0 FT) WEST-NORTHWEST FROM A WITNESS POST.
 LX7423'MARK IS BELOW STATION 1.0 METER.
 LX7423'
 LX7423'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.0 METERS.
 LX7423'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7423'
 LX7423'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5850 ***********************************************************************
 LX5850  DESIGNATION -  BROATCH
 LX5850  PID         -  LX5850
 LX5850  STATE/COUNTY-  CT/NEW LONDON
 LX5850  USGS QUAD   -  OLD LYME (1976)
 LX5850
 LX5850                         *CURRENT SURVEY CONTROL
 LX5850  ___________________________________________________________________
 LX5850* NAD 83(1996)-  41 19 15.76487(N)    072 16 22.13400(W)     ADJUSTED  
 LX5850* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 LX5850  ___________________________________________________________________
 LX5850  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LX5850  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX5850
 LX5850  HORZ ORDER  -  FIRST
 LX5850
 LX5850.The horizontal coordinates were established by classical geodetic methods
 LX5850.and adjusted by the National Geodetic Survey in August 1998..
 LX5850
 LX5850.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5850
 LX5850.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5850
 LX5850.The geoid height was determined by GEOID03.
 LX5850
 LX5850;                    North         East     Units Scale Factor Converg.
 LX5850;SPC CT       -   206,674.678   344,752.614   MT  0.99998999   +0 18 59.0
 LX5850;SPC CT       -   678,065.17  1,131,075.87   sFT  0.99998999   +0 18 59.0
 LX5850;SPC NY L     -   129,619.985   444,604.397   MT  1.00002864   +1 07 47.0
 LX5850;SPC NY L     -   425,261.57  1,458,672.93   sFT  1.00002864   +1 07 47.0
 LX5850;UTM  18      - 4,577,985.454   728,255.103   MT  1.00024124   +1 48 05.3
 LX5850
 LX5850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5850!SPC CT       -   0.99999520  x   0.99998999  =   0.99998519
 LX5850!SPC NY L     -   0.99999520  x   1.00002864  =   1.00002384
 LX5850!UTM  18      -   0.99999520  x   1.00024124  =   1.00023644
 LX5850
 LX5850|---------------------------------------------------------------------|
 LX5850| PID    Reference Object                     Distance      Geod. Az  |
 LX5850|                                                           dddmmss.s |
 LX5850| CZ7109 BROATCH RM 2                         27.684 METERS 05916     |
 LX5850| LX5519 EAST LYME STANDPIPE                 APPROX. 4.5 KM 0683951.7 |
 LX5850| LX5426 STATE FARM CHIMNEY                  APPROX. 3.8 KM 0760601.9 |
 LX5850| LX5425 STATE FARM ELEV TANK                APPROX. 3.8 KM 0765915.9 |
 LX5850| LX5424 STATE FARM WINDMILL                 APPROX. 3.6 KM 0804425.9 |
 LX5850| LX5440 NIANTIC BLACK YELLOW TANK           APPROX. 6.1 KM 0920506.7 |
 LX5850| LX5432 NIANTIC RUSTY TANK                  APPROX. 5.7 KM 1132801.8 |
 LX5850| LX5495 BLACK POINT ELEV TANK               APPROX. 5.9 KM 1200912.7 |
 LX5850| LX5825 POINT O WOODS ELEV TANK             APPROX. 3.1 KM 1510158.1 |
 LX5850| CZ7107 BROATCH AZ MK                        27.105 METERS 16858     |
 LX5850| LX5860 FERRY HILL RM 3                     APPROX. 7.8 KM 2655728.3 |
 LX5850| CZ7108 BROATCH RM 1                         35.671 METERS 28616     |
 LX5850| LX5773 LYME AT AND T MICROWAVE             APPROX. 7.9 KM 3520349.9 |
 LX5850|---------------------------------------------------------------------|
 LX5850
 LX5850                          SUPERSEDED SURVEY CONTROL
 LX5850
 LX5850  NAD 83(1992)-  41 19 15.76381(N)    072 16 22.13357(W) AD(       ) 1
 LX5850  NAD 83(1986)-  41 19 15.76564(N)    072 16 22.13738(W) AD(       ) 1
 LX5850  NAD 27      -  41 19 15.41435(N)    072 16 23.85103(W) AD(       ) 1
 LX5850  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 LX5850
 LX5850.Superseded values are not recommended for survey control.
 LX5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5850.See file dsdata.txt to determine how the superseded data were derived.
 LX5850
 LX5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2825577985(NAD 83)
 LX5850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5850_SETTING: 66 = SET IN ROCK OUTCROP
 LX5850_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5850+STABILITY: POSITION/ELEVATION WELL
 LX5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5850+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2003
 LX5850
 LX5850  HISTORY     - Date     Condition        Report By
 LX5850  HISTORY     - 1934     MONUMENTED       CGS
 LX5850  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5850  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX5850  HISTORY     - 1984     GOOD             USPSQD
 LX5850  HISTORY     - 20030418 GOOD             USPSQD
 LX5850
 LX5850                          STATION DESCRIPTION
 LX5850
 LX5850'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5850'THE STATION IS ON THE PROPERTY OF F.W. BROATCH IN THE MILE CREEK
 LX5850'SECTION OF OLD LYME.  STATION IS IN A DENSELY WOODED AREA.  THE
 LX5850'TOWER WAS ANCHORED TO THE LEDGE BY 7 3/4-INCH RODS.  STATION IS
 LX5850'REACHED AS FOLLOWS--STARTING AT THE RAILROAD UNDERPASS JUST E OF
 LX5850'THE BLACKHALL STATION GO 0.7 MILE E ON CONNECTICUT ROUTE 156.
 LX5850'TURN LEFT ON MILE CREEK ROAD AND GO 0.6 MILE.  TURN RIGHT AND
 LX5850'CONTINUE ON MILE CREEK ROAD 2.5 MILES.  THEN TURN LEFT ON DIRT ROAD
 LX5850'AND GO 1.1 MILES, THEN RIGHT AND GO 0.9 MILE TO THE HOUSE OF C.H.
 LX5850'YOUNG.  TURN ON WOOD ROAD AND GO 0.5 MILE TO A POINT WHERE ROAD
 LX5850'PASSES OVER A BARE LEDGE.  TURN LEFT THROUGH STONE
 LX5850'FENCE AND GO APPROXIMATELY 400 FEET.  STATION IS 15 METERS E
 LX5850'OF CENTER LINE OF ROAD IN A LARGE OUTCROPPING LEDGE WHICH IS
 LX5850'A FEW FEET HIGHER THAN ROAD.  THE STATION IS 3.65 METERS W OF
 LX5850'AN OLD STONE FENCE.  STATION IS A STANDARD DISK SET IN
 LX5850'LEDGE.
 LX5850'
 LX5850'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX5850'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK NO.1
 LX5850'AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN A
 LX5850'BOULDER AS DESCRIBED IN NOTES 12C.
 LX5850'
 LX5850'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A BOULDER 35.74
 LX5850'METERS N 60 DEG W (MAGNETIC), AND IS 2 METERS SW OF CENTER LINE
 LX5850'OF ROAD.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN BOULDER
 LX5850'27.71 METERS N 72 DEG E (MAGNETIC) AND IS 17 METERS N OF THE STONE
 LX5850'FENCE CORNER.
 LX5850'
 LX5850'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 LX5850
 LX5850                          STATION RECOVERY (1971)
 LX5850
 LX5850'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5850'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5850'REACH THE STATION FROM OLD LYME AT THE INTERSECTION OF ROUTE 156
 LX5850'AND BUTTONBALL ROAD GO NORTH ON BUTTONBALL ROAD FOR 1.3 MILES TO
 LX5850'MILE CREEK ROAD, TURN RIGHT, EAST, GO 1.1 MILES ON MILE CREEK RD
 LX5850'TO FLAT ROCK MILL ROAD AND TURN LEFT, NORTH, GO 0.75 MILE TO I-95
 LX5850'UNDERPASS, CONTINUE STRAIGHT FOR 0.2 MILE TO A DIRT ROAD ON THE
 LX5850'RIGHT WHICH LEADS PAST A 1-1/2 STORY FRAME HOUSE OWNED BY G.
 LX5850'GENTES, GO 0.35 MILE ON THE DIRT ROAD TO A FORK, BEAR RIGHT, SOUTH,
 LX5850'PASSING OVER TWO EXPOSED LEDGE OUTCROPS, FOLLOW THE STONEWALL ON
 LX5850'THE LEFT, EAST FOR 260 FEET, THEN GO NORTH FOR 53 FEET TO
 LX5850'THE STATION.  IT IS 15 FEET WEST OF ANOTHER STONEWALL
 LX5850'AND ABOUT 700 FEET NORTH OF I-95.
 LX5850
 LX5850                          STATION RECOVERY (1975)
 LX5850
 LX5850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5850'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5850'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 LX5850'SHORTER BY 0.07 METER AND THE DISTANCE TO REFERENCE MARK 2 WAS
 LX5850'FOUND TO BE SHORTER BY 0.03 METER.  THE DIRECTION TO REFERENCE
 LX5850'MARK 1 WAS FOUND TO BE GREATER BY 01 MINUTE AND 04.6 SECONDS
 LX5850'AND THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE SMALLER
 LX5850'BY 01 DEGREE, 02 MINUTES AND 18.4 SECONDS.  AN AZIMUTH MARK
 LX5850'WAS ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 LX5850'FOLLOWS.
 LX5850'
 LX5850'STATION IS ABOUT 4 MILES WEST OF NIANTIC, 3 MILES EAST OF OLD
 LX5850'LYME, 1-1/2 MILES NORTHWEST OF SOUTH LYME, 1/4 MILE NORTHEAST OF
 LX5850'WHERE FLAT ROCK HILL ROAD CROSSES INTERSTATE 95, JUST NORTH OF
 LX5850'INTERSTATE 95 AND ON PROPERTY OWNED BY MRS. BARBARA N. HARRIS,
 LX5850'230 PROSPECT HILL, GROTON, CONNECTICUT.  PHONE NUMBER 536-8865.
 LX5850'
 LX5850'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH LYME, GO
 LX5850'NORTH ON STATE HIGHWAY 156 FOR 0.6 MILE TO A SIDE ROAD
 LX5850'LEFT.  TURN LEFT AND GO WEST ON MILE CREEK ROAD FOR 0.75 MILE
 LX5850'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH AND NORTHWEST
 LX5850'ON BROWNS LANE FOR 0.95 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 LX5850'AND GO NORTH ON FLAT ROCK HILL ROAD FOR 0.75 MILE TO A BRIDGE
 LX5850'OVER INTERSTATE 95.  CONTINUE NORTH ON FLAT ROCK HILL ROAD
 LX5850'FOR 0.2 MILE TO WHERE THE MAIN ROAD TURNS LEFT.  TURN RIGHT
 LX5850'AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE TO A FORK.  TAKE
 LX5850'THE RIGHT FORK AND GO SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO
 LX5850'THE STATION ON THE LEFT, 250 FEET EAST OF THE ROAD.
 LX5850'
 LX5850'STATION MARK, STAMPED BROATCH 1934, IS A STANDARD DISK CEMENTED
 LX5850'IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE GROUND
 LX5850'SURFACE.  IT IS 250 FEET EAST OF CENTER OF THE GRAVELED ROAD,
 LX5850'53 FEET NORTH OF A ROCK FENCE, 45 FEET EAST OF CENTER OF A WOODS
 LX5850'ROAD, 27.5 FEET NORTHEAST OF A 14-INCH HICKORY TREE WITH A
 LX5850'WITNESS SIGN NAILED TO IT AND 11 FEET WEST OF A ROCK
 LX5850'FENCE.  (NOTE 2)
 LX5850'
 LX5850'REFERENCE MARK 1, STAMPED BROATCH NO 1 1934, IS A STANDARD DISK
 LX5850'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2
 LX5850'FEET ABOVE THE GROUND SURFACE.  IT IS 95 FEET NORTHEAST OF A
 LX5850'ROCK FENCE, 28.5 FEET WEST OF A 7 TRUNKED TREE, 11 FEET SOUTHWEST
 LX5850'OF A TWIN TRUNKED TREE AND 2 FEET EAST OF A TWIN TRUNKED OAK
 LX5850'TREE.  (NOTE 12C)
 LX5850'
 LX5850'REFERENCE MARK 2, STAMPED BROATCH NO 2 1934, IS A STANDARD
 LX5850'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 2
 LX5850'INCHES ABOVE THE GROUND SURFACE.  IT IS 78 FEET EAST OF A ROCK
 LX5850'FENCE, 12 FEET WEST OF A 10-INCH OAK TREE, 11.5 FEET SOUTH OF A
 LX5850'4-INCH CEDAR TREE AND 2.5 FEET EAST OF A 12-INCH OAK TREE.  (NOTE
 LX5850'12A)
 LX5850'
 LX5850'AZIMUTH MARK, STAMPED BROATCH 1934 1975 AZ, IS A STANDARD
 LX5850'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 LX5850'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 LX5850'WEST OF A ROCK FENCE, 26 FEET NORTH OF A 20-INCH OAK TREE, 23
 LX5850'FEET SOUTHWEST OF A ROCK FENCE AND 11.5 FEET SOUTHEAST OF A
 LX5850'20-INCH OAK TREE. (NOTE 12C)
 LX5850'
 LX5850'NOTE--NO MEASUREMENT BETWEEN THE REFERENCE MARKS, DUE TO
 LX5850'TREES AND BRUSH ON LINE.
 LX5850'
 LX5850'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 LX5850'
 LX5850'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5850'1-1/2 MILES NORTHWEST OF SOUTH LYME.
 LX5850
 LX5850                          STATION RECOVERY (1984)
 LX5850
 LX5850'RECOVERY NOTE BY US POWER SQUADRON 1984 (JRR)
 LX5850'BROATCH 1934 BROATCH NO 1 AND BROATCH NO 2 ALL IN GOOD CONDITION.
 LX5850'
 LX5850'RECOVERED AS DESCRIBED BY CONN. D.O.T. EXCEPT THERE IS NO LONGER
 LX5850'TWO EXPOSED LEDGES.  AFTER BEARING RIGHT, S. GO .1 MILE TO CL AND P
 LX5850'SWITCH BOX NO. 69.  THE STATION WITNESS POST BEARS 48 DEG MAGNETIC
 LX5850'AND IS VISIBLE FROM THE RD AT THIS POINT.  THE CONN. D.O.T.
 LX5850'DIAGRAM ACCURATELY DEPICTS THE STATION FROM THIS POINT ON.  ALSO
 LX5850'IN THE ORIGINAL DESCRIPTION R.M. NO. 1 IS STATED AS BEING 60 DEG
 LX5850'WEST.  IT SHOULD READ 60 DEG MAG. WEST OF NORTH OR 300 DEG MAG.
 LX5850'FROM THE STATION.  ALL OTHER DIRECTIONS AND MEASUREMENTS WERE
 LX5850'FOUND TO BE CORRECT.
 LX5850
 LX5850                          STATION RECOVERY (2003)
 LX5850
 LX5850'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5850'BEING DEVELOPED, NEW DIRECTIONS, CROSS BRIDGE OVER I95 TO STOP
 LX5850'SIGN, SHORT HILLS RD TURN RIGHT. BEAR RIGHT, GO .3 MILE TAKE
 LX5850'2ND LEFT AFTER CL-P JUNCTION BOX 380 AND DIRECTLY ADJACENT TO
 LX5850'MAIL BOX 241.  DRIVE WAY SPLITS AND ABOUT 300 FEET THE STATION
 LX5850'IS LOCATED ON THE RIGHT.  DRIVE IS DIRT AND NOT YET FINISHED.
 LX5850'MARK APROXIMATELY 15 FEET FROM EDGE.  REFERENCE MARKS NOT FOUND, OWNER
 LX5850'FEELS THEY ARE STILL THERE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5918 ***********************************************************************
 LX5918  DESIGNATION -  BROCKWAY ISLAND LIGHT
 LX5918  PID         -  LX5918
 LX5918  STATE/COUNTY-  CT/MIDDLESEX
 LX5918  USGS QUAD   -  ESSEX (1977)
 LX5918
 LX5918                         *CURRENT SURVEY CONTROL
 LX5918  ___________________________________________________________________
 LX5918* NAD 83(1996)-  41 22 07.57895(N)    072 22 34.65635(W)     ADJUSTED  
 LX5918* NAVD 88     -                                                        
 LX5918  ___________________________________________________________________
 LX5918  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LX5918  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX5918
 LX5918  HORZ ORDER  -  THIRD
 LX5918
 LX5918.The horizontal coordinates were established by classical geodetic methods
 LX5918.and adjusted by the National Geodetic Survey in August 1998..
 LX5918
 LX5918
 LX5918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5918
 LX5918.The geoid height was determined by GEOID03.
 LX5918
 LX5918;                    North         East     Units Scale Factor Converg.
 LX5918;SPC CT       -   211,932.404   336,066.088   MT  0.99998726   +0 14 52.0
 LX5918;SPC CT       -   695,314.90  1,102,576.82   sFT  0.99998726   +0 14 52.0
 LX5918;UTM  18      - 4,583,017.295   719,433.138   MT  1.00019262   +1 44 04.9
 LX5918
 LX5918                          SUPERSEDED SURVEY CONTROL
 LX5918
 LX5918  NAD 83(1992)-  41 22 07.57804(N)    072 22 34.65601(W) AD(       ) 4
 LX5918  NAD 83(1986)-  41 22 07.57984(N)    072 22 34.65923(W) AD(       ) 4
 LX5918  NAD 27      -  41 22 07.22400(N)    072 22 36.36800(W) AD(       ) 3
 LX5918
 LX5918.Superseded values are not recommended for survey control.
 LX5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5918.See file dsdata.txt to determine how the superseded data were derived.
 LX5918
 LX5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1943383017(NAD 83)
 LX5918
 LX5918  HISTORY     - Date     Condition        Report By
 LX5918  HISTORY     - UNK      MONUMENTED
 LX5918  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5918  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5918  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5918  HISTORY     - 1984     GOOD             USPSQD
 LX5918  HISTORY     - 19970220 GOOD             USPSQD
 LX5918
 LX5918                          STATION DESCRIPTION
 LX5918
 LX5918'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5918'THE LIGHT IS SITUATED 900 FEET S OF THE S END OF BROCKWAY ISLAND,
 LX5918'IN APPROXIMATELY MID-STREAM.  IT IS MOUNTED ON A CONCRETE BASE,
 LX5918'PAINTED BLACK, ON WHICH THERE IS A WHITE TANK.  ON THE TOP OF THE
 LX5918'TANK IS A BLACK SKELETON STEEL FRAME.  THE LIGHT RESTS ON THE TOP
 LX5918'OF THE STEEL FRAMEWORK.  THE ENTIRE BASE OF THE STRUCTURE IS
 LX5918'PROTECTED BY HUGE ROCKS AND SLABS OF CONCRETE.
 LX5918
 LX5918                          STATION RECOVERY (1961)
 LX5918
 LX5918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5918'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5918'R.J.S. IN 1948.  THE C.G. LIST OF LIGHTS STATES THAT THIS
 LX5918'STATION WAS REBUILT IN 1931.  THE G.P. OF THIS STATION LIST THE
 LX5918'DATE OF LOCATION AS 1931.  IT IS BELIEVED THAT THE LOCATION WAS
 LX5918'MADE AFTER THE REBUILDING OF THIS LIGHT.
 LX5918
 LX5918                          STATION RECOVERY (1969)
 LX5918
 LX5918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5918'STATION RECOVERED IN GOOD CONDITION.  THE 1934 RECOVERY NOTE,
 LX5918'BY G.C.M., IS ADEQUATE.
 LX5918
 LX5918                          STATION RECOVERY (1984)
 LX5918
 LX5918'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5918'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS AS
 LX5918'FOLLOWS--THE LIGHT IS LOCATED S OF THE S END OF BROCKWAY ISLAND.
 LX5918'THE STRUCTURE IS MOUNTED ON A BASE OF ROCKS AND CONCRETE AND
 LX5918'CONSISTS OF A GRAY RECTANGULAR HOUSE SURMOUNTED BY A BLACK
 LX5918'STEEL FRAMEWORK SUPPORTING GREEN REFLECTIVE SQUARES FACING
 LX5918'N AND S, (29), AND THE LIGHT.
 LX5918
 LX5918                          STATION RECOVERY (1997)
 LX5918
 LX5918'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6067 ***********************************************************************
 LX6067  DESIGNATION -  BROCKWAY REACH LIGHT
 LX6067  PID         -  LX6067
 LX6067  STATE/COUNTY-  CT/NEW LONDON
 LX6067  USGS QUAD   -  DEEP RIVER (1971)
 LX6067
 LX6067                         *CURRENT SURVEY CONTROL
 LX6067  ___________________________________________________________________
 LX6067* NAD 83(1996)-  41 23 09.56066(N)    072 22 51.40983(W)     ADJUSTED  
 LX6067* NAVD 88     -                                                        
 LX6067  ___________________________________________________________________
 LX6067  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LX6067  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX6067
 LX6067  HORZ ORDER  -  THIRD
 LX6067
 LX6067.The horizontal coordinates were established by classical geodetic methods
 LX6067.and adjusted by the National Geodetic Survey in August 1998..
 LX6067
 LX6067
 LX6067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6067
 LX6067.The geoid height was determined by GEOID03.
 LX6067
 LX6067;                    North         East     Units Scale Factor Converg.
 LX6067;SPC CT       -   213,842.845   335,668.577   MT  0.99998645   +0 14 40.9
 LX6067;SPC CT       -   701,582.73  1,101,272.66   sFT  0.99998645   +0 14 40.9
 LX6067;UTM  18      - 4,584,917.163   718,986.086   MT  1.00019020   +1 43 56.0
 LX6067
 LX6067                          SUPERSEDED SURVEY CONTROL
 LX6067
 LX6067  NAD 83(1992)-  41 23 09.55977(N)    072 22 51.40949(W) AD(       ) 4
 LX6067  NAD 83(1986)-  41 23 09.56152(N)    072 22 51.41262(W) AD(       ) 4
 LX6067  NAD 27      -  41 23 09.20700(N)    072 22 53.15400(W) AD(       ) 3
 LX6067
 LX6067.Superseded values are not recommended for survey control.
 LX6067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6067.See file dsdata.txt to determine how the superseded data were derived.
 LX6067
 LX6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1898684917(NAD 83)
 LX6067
 LX6067  HISTORY     - Date     Condition        Report By
 LX6067  HISTORY     - UNK      MONUMENTED
 LX6067  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6067  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6067  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6067
 LX6067                          STATION DESCRIPTION
 LX6067
 LX6067'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6067'THIS LIGHT IS SITUATED ON THE TOP OF A SKELETON STEEL FRAMEWORK
 LX6067'WHICH IS PAINTED RED.  THIS FRAMEWORK RESTS ON A WHITE TANK
 LX6067'WHICH IS SECURED TO THE CONCRETE BLOCK BASE.  SAID BASE IS
 LX6067'PAINTED RED.  FOUNDATION FOR THE ENTIRE STRUCTURE IS A LARGE
 LX6067'STONE-WORK.
 LX6067
 LX6067                          STATION RECOVERY (1961)
 LX6067
 LX6067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6067'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY RJS
 LX6067'IN 1948.  THE C.G. LIST OF LIGHTS STATES THIS STATION WAS
 LX6067'REBUILT IN 1927.  THE G.P. LIST A RECOVERY IN 1927.  IT IS
 LX6067'BELIEVED A 1927 OR LATER LOCATION WAS MADE AFTER THE REBUILDING
 LX6067'OF THIS LIGHT.
 LX6067
 LX6067                          STATION RECOVERY (1969)
 LX6067
 LX6067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6067'STATION DESTROYED.  THE REMAINS OF WHAT APPEARS TO BE THE BASE
 LX6067'OF THE OLD LIGHT ARE TO BE FOUND JUST DOWNSTREAM OF THE PRESENT
 LX6067'LIGHT AND IN THE EDGE OF THE PROTECTIVE RIP-RAP SURROUNDING IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3605 ***********************************************************************
 LX3605  DESIGNATION -  BROOKFIELD
 LX3605  PID         -  LX3605
 LX3605  STATE/COUNTY-  CT/LITCHFIELD
 LX3605  USGS QUAD   -  NEW MILFORD (1984)
 LX3605
 LX3605                         *CURRENT SURVEY CONTROL
 LX3605  ___________________________________________________________________
 LX3605* NAD 83(1996)-  41 30 22.34241(N)    073 25 54.05122(W)     ADJUSTED  
 LX3605* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 LX3605  ___________________________________________________________________
 LX3605  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 LX3605  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3605
 LX3605  HORZ ORDER  -  FIRST
 LX3605
 LX3605.The horizontal coordinates were established by classical geodetic methods
 LX3605.and adjusted by the National Geodetic Survey in August 1998..
 LX3605
 LX3605.The orthometric height was scaled from a topographic map.
 LX3605
 LX3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3605
 LX3605.The geoid height was determined by GEOID03.
 LX3605
 LX3605;                    North         East     Units Scale Factor Converg.
 LX3605;SPC CT       -   227,352.823   247,889.844   MT  0.99998325   -0 27 07.2
 LX3605;SPC CT       -   745,906.72    813,285.26   sFT  0.99998325   -0 27 07.2
 LX3605;SPC NY E     -   297,311.635   239,183.756   MT  0.99999785   +0 42 28.9
 LX3605;SPC NY E     -   975,429.92    784,722.04   sFT  0.99999785   +0 42 28.9
 LX3605;UTM  18      - 4,596,140.504   630,885.781   MT  0.99981082   +1 02 22.1
 LX3605
 LX3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3605!SPC CT       -   0.99996880  x   0.99998325  =   0.99995205
 LX3605!SPC NY E     -   0.99996880  x   0.99999785  =   0.99996665
 LX3605!UTM  18      -   0.99996880  x   0.99981082  =   0.99977963
 LX3605
 LX3605|---------------------------------------------------------------------|
 LX3605| PID    Reference Object                     Distance      Geod. Az  |
 LX3605|                                                           dddmmss.s |
 LX3605| CB3654 BROOKFIELD RM 1                      26.839 METERS 04953     |
 LX3605| LX3596 SOUTHBURY ST TRAINING SCH TANK      APPROX.12.4 KM 0895204.5 |
 LX3605| CB3655 BROOKFIELD RM 2                      34.922 METERS 17531     |
 LX3605| LX3822 DANBURY BROADVIEW TOWN FARM TK      APPROX.11.0 KM 1840039.0 |
 LX3605| LX3818 DANBURY US BUR OF PRISONS TANK      APPROX. 8.4 KM 2005041.6 |
 LX3605| LX3823 TITICUS                             APPROX. 9.2 KM 2254941.8 |
 LX3605| CB3653 BROOKFIELD AZ MK                                   3464552.3 |
 LX3605|---------------------------------------------------------------------|
 LX3605
 LX3605                          SUPERSEDED SURVEY CONTROL
 LX3605
 LX3605  NAD 83(1992)-  41 30 22.34210(N)    073 25 54.05114(W) AD(       ) 1
 LX3605  NAD 83(1986)-  41 30 22.34357(N)    073 25 54.05242(W) AD(       ) 1
 LX3605  NAD 27      -  41 30 22.00243(N)    073 25 55.61853(W) AD(       ) 1
 LX3605
 LX3605.Superseded values are not recommended for survey control.
 LX3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3605.See file dsdata.txt to determine how the superseded data were derived.
 LX3605
 LX3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3088696141(NAD 83)
 LX3605_MARKER: Z = SEE DESCRIPTION
 LX3605_SETTING: 0 = UNSPECIFIED SETTING
 LX3605
 LX3605  HISTORY     - Date     Condition        Report By
 LX3605  HISTORY     - 1942     MONUMENTED       CGS
 LX3605  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX3605  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3605
 LX3605                          STATION DESCRIPTION
 LX3605
 LX3605'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3605'STATION IS LOCATED ABOUT 1-1/2 MILES NW OF BROOKFIELD, 7-1/2
 LX3605'MILES N OF DANBURY AND 4 MILES S OF NEW MILFORD ON A PARTLY
 LX3605'WOODED RIDGE, 61.5 FEET E OF THE CENTER OF THE ROAD, 37.2 FEET E
 LX3605'OF A STONE FENCE AND 85.2 FEET NE OF A BAR GATE.  THE DISK IS
 LX3605'STAMPED BROOKFIELD 1942.
 LX3605'
 LX3605'STATION MARK IS A BRONZE DISK SET IN CONCRETE IN A DEPRESSION IN
 LX3605'BEDROCK.
 LX3605'
 LX3605'REFERENCE MARK NO.1 IS A BRONZE DISK SET IN A DRILL HOLE IN
 LX3605'A BOULDER.
 LX3605'
 LX3605'REFERENCE MARK NO.2 IS A BRONZE DISK SET IN A DRILL HOLE IN
 LX3605'OUTCROPPING BEDROCK.
 LX3605'
 LX3605'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 LX3605'NOTE 11A.
 LX3605'
 LX3605'REFERENCE MARK NO.1 IS 88.05 FT E OF THE STATION.  THE DISK
 LX3605'IS STAMPED BROOKFIELD NO.1, 1942.
 LX3605'
 LX3605'REFERENCE MARK NO.2 IS 114.58 FEET SW OF THE STATION, 12 FEET
 LX3605'E OF A STONE FENCE, 25 FEET SE OF A BAR GATE, 28 FEET E OF THE
 LX3605'CENTER OF THE ROAD.  THE DISK IS STAMPED BROOKFIELD NO.2, 1942.
 LX3605'
 LX3605'AZIMUTH MARK IS ABOUT 0.35 MILE N OF THE STATION, 6.5 FEET E
 LX3605'OF A STANDARD REFERENCE POST, 1 FOOT S OF A WIRE FENCE AND 100 FEET
 LX3605'E OF THE CENTER OF THE ROAD.  THE DISK IS STAMPED BROOKFIELD 1942.
 LX3605'
 LX3605'TO REACH FROM THE W END OF THE BRIDGE AND U.S. HIGHWAY 7 ON THE W
 LX3605'EDGE OF NEW MILFORD, GO S ON U.S. HIGHWAY 7, 3.8 MILES TO A PAVED
 LX3605'T-ROAD RIGHT AND SIGN HEMLOCK RIDGE ON THE RIGHT (THIS POINT IS
 LX3605'ALSO 2.95 MILES N OF BROOKFIELD), TURN RIGHT ON PAVED T-ROAD AND GO
 LX3605'1.1 MILES TO FORKS IN THE ROAD, TAKE LEFT FORK AND GO 0.55 MILE
 LX3605'TO AZIMUTH MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD 0.35
 LX3605'MILE TO STATION ON THE LEFT SIDE OF THE ROAD.
 LX3605'
 LX3605'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX3605
 LX3605                          STATION RECOVERY (1965)
 LX3605
 LX3605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CHO)
 LX3605'AS DESCRIBED RECOVERED THE FOLLOWING--
 LX3605'
 LX3605'STATION BROOKFIELD.  TOP OF STATION DISK HAS BEEN HAMMERED
 LX3605'BY SOME HARD OBJECT, SO THAT ONLY BROO---ELD IS VISIBLE.  1942
 LX3605'IS VISIBLE.  NW TANGENT OF TOP PERIPHERY HAS BEEN HAMMERED ALSO,
 LX3605'BUT DISK IS SECURELY IN PLACE, AND CAN BE USED BY DRAWING 3 OR 4
 LX3605'SOFT-PENCIL DIAMETERS, AND MARKING THE INTERSECTION WITH A
 LX3605'CENTERPUNCH.  SAW 2 EMPTY BEER CANS, AND CHARCOAL REMAINS OF A
 LX3605'SMALL FIRE, ABOUT 10 FT. W OF STATION, WHICH IS 37.2 FT.
 LX3605'E OF THE STONE FENCE, AND ABOUT 0.1 MILE S OF OVERLOOK
 LX3605'DRIVE--A NEW BLACKTOP T-ROAD, LEADING E.  AT THE CORNER, NEAR
 LX3605'THE W END OF OVERLOOK DRIVE, THERE IS AN EXCELLENT VIEW FOR
 LX3605'SEVERAL MILES TO THE E AND SE.  A YOUNGSTERS SMALL
 LX3605'BASEBALL DIAMOND IS ON THE S SIDE OF OVERLOOK DRIVE, NEAR
 LX3605'THIS SAME CORNER.
 LX3605'
 LX3605'R.M. 1, STAMPED BROOKFIELD NO. 1, 1942 IS IN GOOD CONDITION,
 LX3605'ALBEIT A LIGHT GREEN COLOR FROM PATINA.  IT IS ON SEN PART
 LX3605'(HIGHEST) OF A 10 FT. DIAMETER, AND 3 FT. HIGH BOULDER. CHECKED
 LX3605'DISTANCE AND DIRECTION FROM STATION.
 LX3605'
 LX3605'R.M. 2, STAMPED BROOKFIELD NO. 2, 1942 IS IN VERY GOOD
 LX3605'CONDITION.  IT IS ON PROPERTY OCCUPIED BY JOHN ANDERSON AND
 LX3605'J. C. MICKELSON.  NAMES PAINTED ON 2 R.F.D. BOXES ON E SIDE OF
 LX3605'BLACK-TOP N AND S ROAD.  THEIR HOUSE IS LOW.  COLORED DARK
 LX3605'GREEN, AND HAS A LOW, CENTER, BRICK CHIMNEY.  ACROSS THE STREET
 LX3605'ON W SIDE OF THE ROAD IS A RED HOUSE WITH A LOW SIGN, THE
 LX3605'ANDERSONS.  CHECKED DISTANCE AND DIRECTION FROM R.M. 2 TO
 LX3605'STATION.
 LX3605'
 LX3605'AZIMUTH MARK AND STANDARD REFERENCE POST, 0.35 MILE N OF STATION
 LX3605'WERE NOT FOUND, NOR WAS THERE ANY TRACE OF A WIRE FENCE,
 LX3605'ONE FT. N OF THESE OBJECTS.  BEFORE REACHING, AND AFTER LEAVING,
 LX3605'THE STATION, I SEARCHED FOR NEARLY TWO HOURS IN THE AZIMUTH MARK
 LX3605'AREA, BUT FOUND ONLY SEVERAL REAL-ESTATE PROPERTY DEVELOPEMENT
 LX3605'STAKES WHICH APPEARED TO BE TWO OR MORE YEARS OLD -- FIELD GRASS
 LX3605'A FOOT HIGH, ALL AROUND.
 LX3605'
 LX3605'1965 VERSION (DOUBLE CHECKED).  TO REACH FROM THE OVERHEAD
 LX3605'TRAFFIC LIGHT ON ROUTE 7, AT BROOKFIELD, GO N ON ROUTE 7, 3.0
 LX3605'MILES TO A BLACKTOP T-ROAD LEFT AND SIGN CANDLEWOOD LAKE ROAD
 LX3605'ON THE LEFT.  TURN LEFT ON THIS T-ROAD AND GO 0.6 MILE TO A POINT
 LX3605'WHERE THIS ROAD MAKES ALMOST A 90 DEG LEFT TURN S LY, (AND
 LX3605'ANOTHER ROAD COMES IN FROM THE NORTH).  HERE, IS ANOTHER LARGE
 LX3605'SIGN CANDLEWOOD LAKE ROAD WITH A S-POINTING ARROW.  GO S
 LX3605'0.1 MILE, THEN CURVE TO W 0.1 MILE TO SIGN ON RIGHT HEMLOCK
 LX3605'RIDGE ROAD.  CONTINUE W 0.35 MILE TO FORKS IN THE ROAD
 LX3605'WHERE EARL FERRIS REAL ESTATE OFFICE IS ON LEFT AND A
 LX3605'BIGHT IN THE LAKE IS ON THE RIGHT.  TAKE THE LEFT FORK AND GO
 LX3605'UPHILL ON A NARROW BLACK TOP ROAD 0.55 MILE, WHERE A CAREFUL
 LX3605'SEARCH DISCLOSED NO AZIMUTH MARK.  A GOOD MACADAM ROAD
 LX3605'LEADS E LY AT THIS POINT.  BUT FOLLOW THE BLACK-TOP
 LX3605'WHICH CURVES RIGHT, SLY, AND SLIGHTLY UPHILL 0.35 MILE TO A
 LX3605'T-ROAD ON LEFT (OVERLOOK DRIVE), AND CONTINUE UPHILL ON BLACK-TOP
 LX3605'0.1 MILE TO STATION ON LEFT SIDE OF THE ROAD.
 LX3605'
 LX3605'THIS 1965 VERSION IS SIMILAR TO K.B.J.S 1942 TO REACH, EXCEPT
 LX3605'FOR THE CHANGE IN NAME OF A ROAD, AND A CRITICAL 0.1 MILE IN
 LX3605'DISTANCE.  RETURNING N FROM STATION 0.35 MILE, (AT SNET POLE
 LX3605'196 ON RIGHT, AND EMPTY WHITE HOUSE* ON LEFT), SEARCHED AGAIN IN
 LX3605'VAIN FOR AZIMUTH MARK, WHICH IN 1942 WAS 100 FEET E OF THE
 LX3605'CENTERLINE OF THE ROAD.
 LX3605'
 LX3605'*HOUSE HAS SIGN H.H. GRULICH.
 LX3605
 LX3605                          STATION RECOVERY (1972)
 LX3605
 LX3605'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3605'BROOKFIELD 1942 POOR - TOP OF DISK IS MARRED.
 LX3605'
 LX3605'BROOKFIELD NO. 1 1942 FAIR
 LX3605'
 LX3605'BROOKFIELD NO. 2 1942 EXCELLENT
 LX3605'
 LX3605'AZM. MARK NOT FOUND
 LX3605'
 LX3605'TO REACH FROM THE WEST SIDE OF THE BRIDGE OVER THE HOUSATONIC
 LX3605'RIVER ON CONN. 25 IN NEW MILFORD, GO SOUTH ON CONN. 25 AND U.S. 7
 LX3605'FOR 3.8 MILES TO SULLIVAN ROAD ON RIGHT.  GO WEST ON SULLIVAN ROAD
 LX3605'FOR 0.33 MILE, TURN LEFT AND GO SOUTH ON CARMEN HILL ROAD 1 FOR
 LX3605'0.90 MILE.  TURN LEFT ON CARMEN HILL ROAD 2, THEN GO SOUTH UP HILL
 LX3605'FOR 0.51 MILE TO SNETCO POLE 188 ON RIGHT AND STATION ON LEFT
 LX3605'(EAST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4463 ***********************************************************************
 DH4463  DESIGNATION -  BROOKFIELD
 DH4463  PID         -  DH4463
 DH4463  STATE/COUNTY-  CT/FAIRFIELD
 DH4463  USGS QUAD   -  DANBURY (1984)
 DH4463
 DH4463                         *CURRENT SURVEY CONTROL
 DH4463  ___________________________________________________________________
 DH4463* NAD 83(1996)-  41 29 49.86466(N)    073 25 05.67479(W)     ADJUSTED  
 DH4463* NAVD 88     -        83.1    (meters)     273.     (feet)  GPS OBS   
 DH4463  ___________________________________________________________________
 DH4463  X           -   1,365,337.605 (meters)                     COMP
 DH4463  Y           -  -4,585,265.966 (meters)                     COMP
 DH4463  Z           -   4,203,973.401 (meters)                     COMP
 DH4463  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 DH4463  ELLIP HEIGHT-          53.33  (meters)          (05/31/05) GPS OBS
 DH4463  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DH4463
 DH4463  HORZ ORDER  -  A
 DH4463  ELLP ORDER  -  THIRD     CLASS I
 DH4463
 DH4463.The horizontal coordinates were established by GPS observations
 DH4463.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4463
 DH4463.The orthometric height was determined by GPS observations and a
 DH4463.high-resolution geoid model.
 DH4463
 DH4463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4463
 DH4463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4463
 DH4463.The ellipsoidal height was determined by GPS observations
 DH4463.and is referenced to NAD 83.
 DH4463
 DH4463.The geoid height was determined by GEOID03.
 DH4463
 DH4463;                    North         East     Units Scale Factor Converg.
 DH4463;SPC CT       -   226,342.135   249,003.949   MT  0.99998334   -0 26 35.1
 DH4463;SPC CT       -   742,590.82    816,940.46   sFT  0.99998334   -0 26 35.1
 DH4463;UTM  18      - 4,595,159.322   632,025.618   MT  0.99981451   +1 02 53.5
 DH4463
 DH4463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4463!SPC CT       -   0.99999164  x   0.99998334  =   0.99997498
 DH4463!UTM  18      -   0.99999164  x   0.99981451  =   0.99980615
 DH4463
 DH4463                          SUPERSEDED SURVEY CONTROL
 DH4463
 DH4463.No superseded survey control is available for this station.
 DH4463
 DH4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3202695159(NAD 83)
 DH4463_MARKER: Z = SEE DESCRIPTION
 DH4463_SETTING: 0 = UNSPECIFIED SETTING
 DH4463_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4463+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4463
 DH4463  HISTORY     - Date     Condition        Report By
 DH4463  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4463
 DH4463                          STATION DESCRIPTION
 DH4463
 DH4463'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4463'BASE STATION BROOKFIELD IS A TRIMBLE NAVIGATION COMPANY COMPACT  DOME
 DH4463'GPS ANTENNA PERMANENTLY INSTALLED ON A GALVANIZED STEEL  POLE WHICH IS
 DH4463'BOLTED TO THE EAST EXTERIOR BRICK WALL OF THE  CONNDOT MAINTENANCE
 DH4463'GARAGE (81-160) IN BROOKFIELD. TO REACH THE STATION FROM THE
 DH4463'INTERSECTION OF US ROUTE 7/CT  ROUTE 202 (FEDERAL ROAD) AND CT ROUTE
 DH4463'25 (WHISCONIER ROAD),  PROCEED NORTH ON US ROUTE 7/CT ROUTE 202 FOR
 DH4463'1.1 MI. TO THE  STATION ON THE LEFT (WEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5825 ***********************************************************************
 DH5825  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5825  DESIGNATION -  BROOKFIELD CORS ARP
 DH5825  CORS_ID     -  CTBR
 DH5825  PID         -  DH5825
 DH5825  STATE/COUNTY-  CT/FAIRFIELD
 DH5825  USGS QUAD   -  DANBURY (1984)
 DH5825
 DH5825                         *CURRENT SURVEY CONTROL
 DH5825  ___________________________________________________________________
 DH5825* NAD 83(CORS)-  41 29 49.86442(N)    073 25 05.67400(W)     ADJUSTED  
 DH5825* NAVD 88     -                                                        
 DH5825  ___________________________________________________________________
 DH5825  EPOCH DATE  -        2002.00
 DH5825  X           -   1,365,337.620 (meters)                     COMP
 DH5825  Y           -  -4,585,265.951 (meters)                     COMP
 DH5825  Z           -   4,203,973.383 (meters)                     COMP
 DH5825  ELLIP HEIGHT-          53.31  (meters)          (09/??/05) GPS OBS
 DH5825  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DH5825
 DH5825  HORZ ORDER  -  SPECIAL (CORS)
 DH5825  ELLP ORDER  -  SPECIAL (CORS)
 DH5825
 DH5825.ITRF positions are available for this station.
 DH5825.The coordinates were established by GPS observations
 DH5825.and adjusted by the National Geodetic Survey in September 2005..
 DH5825.The coordinates are valid at the epoch date displayed above.
 DH5825.The epoch date for horizontal control is a decimal equivalence
 DH5825.of Year/Month/Day.
 DH5825
 DH5825
 DH5825.The PID for the CORS L1 Phase Center is DH5826.
 DH5825
 DH5825.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5825
 DH5825.The ellipsoidal height was determined by GPS observations
 DH5825.and is referenced to NAD 83.
 DH5825
 DH5825.The geoid height was determined by GEOID03.
 DH5825
 DH5825;                    North         East     Units Scale Factor Converg.
 DH5825;SPC CT       -   226,342.128   249,003.967   MT  0.99998334   -0 26 35.1
 DH5825;SPC CT       -   742,590.80    816,940.52   sFT  0.99998334   -0 26 35.1
 DH5825
 DH5825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5825!SPC CT       -   0.99999164  x   0.99998334  =   0.99997498
 DH5825
 DH5825                          SUPERSEDED SURVEY CONTROL
 DH5825
 DH5825.No superseded survey control is available for this station.
 DH5825
 DH5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3202695159(NAD 83)
 DH5825_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5825
 DH5825                          STATION DESCRIPTION
 DH5825
 DH5825'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5825'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5825'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5825'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5825'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5825'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5826 ***********************************************************************
 DH5826  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5826  DESIGNATION -  BROOKFIELD CORS L1 PHASE CENTER
 DH5826  CORS_ID     -  CTBR
 DH5826  PID         -  DH5826
 DH5826  STATE/COUNTY-  CT/FAIRFIELD
 DH5826  USGS QUAD   -  DANBURY (1984)
 DH5826
 DH5826                         *CURRENT SURVEY CONTROL
 DH5826  ___________________________________________________________________
 DH5826* NAD 83(CORS)-  41 29 49.86446(N)    073 25 05.67398(W)     ADJUSTED  
 DH5826* NAVD 88     -                                                        
 DH5826  ___________________________________________________________________
 DH5826  EPOCH DATE  -        2002.00
 DH5826  X           -   1,365,337.644 (meters)                     COMP
 DH5826  Y           -  -4,585,266.029 (meters)                     COMP
 DH5826  Z           -   4,203,973.456 (meters)                     COMP
 DH5826  ELLIP HEIGHT-          53.42  (meters)          (09/??/05) GPS OBS
 DH5826  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 DH5826
 DH5826  HORZ ORDER  -  SPECIAL (CORS)
 DH5826  ELLP ORDER  -  SPECIAL (CORS)
 DH5826
 DH5826.ITRF positions are available for this station.
 DH5826.The coordinates were established by GPS observations
 DH5826.and adjusted by the National Geodetic Survey in September 2005..
 DH5826.The coordinates are valid at the epoch date displayed above.
 DH5826.The epoch date for horizontal control is a decimal equivalence
 DH5826.of Year/Month/Day.
 DH5826
 DH5826
 DH5826.The PID for the CORS ARP is DH5825.
 DH5826
 DH5826.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5826
 DH5826.The ellipsoidal height was determined by GPS observations
 DH5826.and is referenced to NAD 83.
 DH5826
 DH5826.The geoid height was determined by GEOID03.
 DH5826
 DH5826;                    North         East     Units Scale Factor Converg.
 DH5826;SPC CT       -   226,342.129   249,003.968   MT  0.99998334   -0 26 35.1
 DH5826;SPC CT       -   742,590.80    816,940.52   sFT  0.99998334   -0 26 35.1
 DH5826
 DH5826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5826!SPC CT       -   0.99999162  x   0.99998334  =   0.99997496
 DH5826
 DH5826                          SUPERSEDED SURVEY CONTROL
 DH5826
 DH5826.No superseded survey control is available for this station.
 DH5826
 DH5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3202695159(NAD 83)
 DH5826_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5826
 DH5826                          STATION DESCRIPTION
 DH5826
 DH5826'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5826'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5826'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5826'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5826'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5826'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3695 ***********************************************************************
 LW3695  DESIGNATION -  BROOKLYN
 LW3695  PID         -  LW3695
 LW3695  STATE/COUNTY-  CT/WINDHAM
 LW3695  USGS QUAD   -  DANIELSON (1970)
 LW3695
 LW3695                         *CURRENT SURVEY CONTROL
 LW3695  ___________________________________________________________________
 LW3695* NAD 83(1996)-  41 49 27.38501(N)    071 56 59.33150(W)     ADJUSTED  
 LW3695* NAVD 88     -       170.1    (meters)     558.     (feet)  VERTCON   
 LW3695  ___________________________________________________________________
 LW3695  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LW3695  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW3695
 LW3695  HORZ ORDER  -  FIRST
 LW3695
 LW3695.The horizontal coordinates were established by classical geodetic methods
 LW3695.and adjusted by the National Geodetic Survey in August 1998..
 LW3695
 LW3695.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3695
 LW3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3695
 LW3695.The geoid height was determined by GEOID03.
 LW3695
 LW3695;                    North         East     Units Scale Factor Converg.
 LW3695;SPC CT       -   262,762.406   371,277.473   MT  0.99999598   +0 31 50.1
 LW3695;SPC CT       -   862,079.66  1,218,099.51   sFT  0.99999598   +0 31 50.1
 LW3695;UTM  19      - 4,634,473.122   255,020.261   MT  1.00033857   -1 58 05.0
 LW3695;UTM  18      - 4,634,764.472   753,316.371   MT  1.00038970   +2 02 06.3
 LW3695
 LW3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3695!SPC CT       -   0.99997800  x   0.99999598  =   0.99997398
 LW3695!UTM  19      -   0.99997800  x   1.00033857  =   1.00031656
 LW3695!UTM  18      -   0.99997800  x   1.00038970  =   1.00036769
 LW3695
 LW3695|---------------------------------------------------------------------|
 LW3695| PID    Reference Object                     Distance      Geod. Az  |
 LW3695|                                                           dddmmss.s |
 LW3695| CB7161 BROOKLYN 2 RM 3                      22.281 METERS 02451     |
 LW3695| CB7160 BROOKLYN RM 1                        23.717 METERS 03041     |
 LW3695| LW3699 DANIELSON WINCHESTER CORP TANK      APPROX. 5.5 KM 0980144.2 |
 LW3695| LW3696 DANIELSON WESTFIELD CONG CH         APPROX. 6.0 KM 1085243.5 |
 LW3695| LW3698 DANIELSON POWDRELL ALEX S TK        APPROX. 5.7 KM 1130654.4 |
 LW3695| LW3724 BROOKLYN RM 2                        24.589 METERS 15447     |
 LW3695| LW3710 BROOKLYN 2                           11.802 METERS 27320     |
 LW3695| CB7186 1974                                               2775109.2 |
 LW3695|---------------------------------------------------------------------|
 LW3695
 LW3695                          SUPERSEDED SURVEY CONTROL
 LW3695
 LW3695  NAD 83(1996)-  41 49 27.38454(N)    071 56 59.33130(W) AD(       ) 1
 LW3695  NAD 83(1992)-  41 49 27.38429(N)    071 56 59.33095(W) AD(       ) 1
 LW3695  NAD 83(1992)-  41 49 27.38437(N)    071 56 59.33134(W) AD(       ) 1
 LW3695  NAD 83(1986)-  41 49 27.38500(N)    071 56 59.33035(W) AD(       ) 1
 LW3695  NAD 27      -  41 49 27.03044(N)    071 57 01.06793(W) AD(       ) 1
 LW3695  NGVD 29 (07/19/86)  170.3    (m)          559.     (f) VERT ANG       
 LW3695
 LW3695.Superseded values are not recommended for survey control.
 LW3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3695.See file dsdata.txt to determine how the superseded data were derived.
 LW3695
 LW3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5502034473(NAD 83)
 LW3695_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3695+STABILITY: SURFACE MOTION
 LW3695
 LW3695  HISTORY     - Date     Condition        Report By
 LW3695  HISTORY     - 1937     MONUMENTED       CTGS
 LW3695  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3695  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LW3695  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3695
 LW3695                          STATION DESCRIPTION
 LW3695
 LW3695'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3695'STATION IS ABOUT 2-1/2 MILES (AIRLINE) NORTH OF THE VILLAGE OF
 LW3695'BROOKLYN, ON THE PROPERTY OF J.C. COLLINS, OF PROVIDENCE R.I.,
 LW3695'ABOUT 400 FEET NORTHEAST OF THE GEO. SPALDING FARM HOUSE ON
 LW3695'HIGH BARREN GROUND (A PASTURE).  FROM THE SPALDING HOUSE THE
 LW3695'STATION IS IN THE SECOND ENCLOSED FIELD JUST NORTHEAST OF T STONE
 LW3695'WALL, 12 FEET EAST OF NORTH-SOUTH WALL, AND 12 FEET NORTH OF
 LW3695'EAST-WEST WALL.  STATION IS A STANDARD DISK STAMPED BROOKLYN
 LW3695'1937 SET IN TOP OF A SQUARE CONCRETE POST JUST ABOVE GROUND
 LW3695'LEVEL.
 LW3695'
 LW3695'TO REACH FROM THE JUNCTION OF ROUTES 6 AND 93, IN THE CENTER OF
 LW3695'BROOKLYN, TAKE ROUTE 93 NORTH 2.4 MILES TO DIRT ROAD RIGHT
 LW3695'(AT MAIL BOX TAMPAD CO.).  TURN RIGHT (EAST) ON THIS DIRT ROAD AND
 LW3695'GO 0.4 MILE TO THE SPALDING HOUSE ON LEFT (NORTH).  TURN IN
 LW3695'DRIVEWAY ON EAST SIDE OF HOUSE, AND CONTINUE THRU BAR GATE IN STONE
 LW3695'WALL JUST NORTHEAST OF HOUSE.  CONTINUE THRU THIS FIELD ABOUT
 LW3695'80 YARDS NORTH TO OPPOSITE STONE WALL TO THE HIGHEST GROUND TO T
 LW3695'STONE WALL AND THE STATION.
 LW3695'
 LW3695'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3695'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, 12A, AND 11A.
 LW3695'
 LW3695'REFERENCE MARK NO.1 IS NORTHEAST OF STATION AND IS A STANDARD DISK
 LW3695'STAMPED BROOKLYN NO 1 1937 SET IN 4-FOOT SQUARE BOULDER 1 FOOT
 LW3695'ABOVE GROUND.  DISTANCE 77.81.  REFERENCE MARK NO.2 IS SOUTHEAST OF
 LW3695'STATION AND IS A STANDARD DISK STAMPED BROOKLYN NO.2 1937 SET IN
 LW3695'7-BY 4-FOOT OUTCROPPING LEDGE ON GROUND LEVEL.  DISTANCE 80.70.
 LW3695'
 LW3695'AZIMUTH MARK IS CONNECTICUT C. AND G. MONUMENT NO.1974 WHICH IS ON
 LW3695'WEST EDGE OF CONNECTICUT 93 1200 FEET EAST OF STATION.  AZIMUTH
 LW3695'IS A STANDARD TRAVERSE DISK SET FLUSH WITH GROUND, 10 FEET WEST
 LW3695'OF CENTER OF CONNECTICUT 93 ABOUT 200 FEET SOUTH OF GENERAL ISRAEL
 LW3695'PUTNAM MONUMENT.
 LW3695'
 LW3695'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 LW3695
 LW3695                          STATION RECOVERY (1973)
 LW3695
 LW3695'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3695'BROOKLYN 1937 SURFACE MARK DESTROYED
 LW3695'
 LW3695'BROOKLYN NO. 1-1937 NOT FOUND
 LW3695'
 LW3695'BROOKLYN NO. 2-1937 EXCELLENT
 LW3695'
 LW3695'CGS MON. 1974 (AZM. MARK) TIPPED - HAS BEEN HIT
 LW3695'
 LW3695'THE SURFACE MARK WAS FOUND LAYING ON ITS SIDE.  THE DISK WAS
 LW3695'REMOVED ON THIS DATE.  A LIMITED SEARCH WAS MADE FOR THE SUB-SURFACE
 LW3695'MARK, BUT IT WAS NOT FOUND.
 LW3695
 LW3695                          STATION RECOVERY (1974)
 LW3695
 LW3695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3695'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE
 LW3695'RECOVERED.  THE SURFACE STATION MARK, REFERENCE MARK 1 AND
 LW3695'THE AZIMUTH MARK WERE NOT RECOVERED.  THE UNDERGROUND STATION
 LW3695'MARK WAS MOVED SLIGHTLY WHEN RECOVERED.  REFERENCE MARK 2 IS
 LW3695'IN GOOD CONDITION AND THE DISTANCE TO IT CHECKED.  BROOKLYN
 LW3695'2 WAS ESTABLISHED AT THIS TIME AND REFERENCE MARK 2 WAS USED
 LW3695'AS A REFERENCE MARK TO IT.
 LW3695'
 LW3695'STATION IS ABOUT 3-1/2 MILES NORTHWEST OF DANIELSON,
 LW3695'2-1/2 MILES NORTH OF BROOKLYN, 2-1/4 MILES SOUTH OF THE
 LW3695'JUNCTION OF STATE HIGHWAYS 101 AND 169, 1/2 MILE EAST OF
 LW3695'HIGHWAY 169, 1/10 MILE NORTH OF SPAULDING ROAD AND ON PROPERTY
 LW3695'OWNED BY MR. H. ROBERT BOOTH, POMFRET, CONNECTICUT.  PHONE
 LW3695'NUMBER 774-5516.
 LW3695'
 LW3695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 LW3695'AND STATE HIGHWAY 169 IN BROOKLYN, GO NORTHERLY ON HIGHWAY 169
 LW3695'FOR 2.5 MILES TO SPAULDING ROAD ON THE RIGHT.  TURN RIGHT AND
 LW3695'GO EAST ON SPAULDING ROAD FOR 0.4 MILE TO THE END OF PAVEMENT
 LW3695'AND A BARN ON THE LEFT.  TURN LEFT, PASSING TO THE EAST OF THE
 LW3695'BARN AND GO NORTH FOR ABOUT 100 FEET TO A GATE.  PASS THROUGH
 LW3695'THE GATE AND GO NORTH ACROSS A PASTURE FOR 0.05 MILE TO A GAP IN
 LW3695'AN EAST-WEST ROCK FENCE.  PASS THROUGH THE GAP, THEN TURN
 LW3695'SHARP LEFT AND GO WEST ALONG THE ROCK FENCE FOR 0.05 MILE TO THE
 LW3695'JUNCTION OF A NORTH-SOUTH ROCK FENCE AND THE STATION AS DESCRIBED.
 LW3695'
 LW3695'STATION MARK, STAMPED BROOKLYN 1937, IS A STANDARD DISK SET IN
 LW3695'AN IRREGULAR MASS OF CONCRETE ABOUT 18 INCHES BELOW THE
 LW3695'GROUND SURFACE.  IT IS 20 FEET NORTHEAST OF THE T-JUNCTION
 LW3695'OF THE TWO ROCK FENCES, 20 FEET SOUTH OF A 14-INCH PINE TREE,
 LW3695'16 FEET EAST OF THE NORTH-SOUTH ROCK FENCE AND 14.5 FEET NORTH
 LW3695'OF THE EAST-WEST ROCK FENCE. (NOTE 7A)
 LW3695'
 LW3695'BROOKLYN 2, STAMPED BROOKLYN 2 1974, IS A STANDARD DISK SET
 LW3695'IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 LW3695'THE GROUND SURFACE.  THERE IS AN UNDERGROUND MARK WHICH IS A
 LW3695'STANDARD DISK STAMPED THE SAME AS THE SURFACE MARK AND IT IS
 LW3695'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 43 INCHES BELOW THE
 LW3695'GROUND SURFACE.  THEY ARE 49 FEET EAST OF A LARGE TWIN TRUNKED
 LW3695'OAK TREE, 28 FEET NORTHWEST OF THE T-JUNCTION OF THE TWO
 LW3695'ROCK FENCES, 23.5 FEET WEST OF THE NORTH-SOUTH ROCK FENCE, 19
 LW3695'FEET NORTHWEST OF A METAL WITNESS POST AND 15.5 FEET NORTH OF
 LW3695'THE EAST-WEST ROCK FENCE.  (NOTE 1B 7A)
 LW3695'
 LW3695'REFERENCE MARK 2, STAMPED BROOKLYN 1937 NO 2, IS A STANDARD
 LW3695'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 LW3695'THE GROUND SURFACE.  IT IS 94 FEET WEST OF A ROCK FENCE, 78
 LW3695'FEET SOUTHEAST OF THE T-JUNCTION OF THE TWO ROCK FENCES AND 56
 LW3695'FEET SOUTH OF THE EAST-WEST ROCK FENCE.  (NOTE 12 A)
 LW3695'
 LW3695'REFERENCE MARK 3, STAMPED BROOKLYN 2 NO 3 1974, IS A STANDARD
 LW3695'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 LW3695'2 FEET ABOVE THE GROUND SURFACE.  IT IS 92 FEET NORTHEAST OF
 LW3695'THE T-JUNCTION OF THE TWO ROCK FENCES, 84 FEET NORTH OF THE
 LW3695'EAST-WEST ROCK FENCE AND 47 FEET EAST OF THE NORTH-SOUTH ROCK
 LW3695'FENCE. (NOTE 12 C)
 LW3695'
 LW3695'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3695'
 LW3695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3695'2-1/2 MILES NORTH OF BROOKLYN.
 LW3695
 LW3695                          STATION RECOVERY (1977)
 LW3695
 LW3695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3695'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND STATION BROOKLYN
 LW3695'2 1974 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 LW3695'REFERENCE MARK 2 CHECKED WITH PREVIOUS MEASUREMENT.  THE
 LW3695'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY
 LW3695'0.03 FOOT OR 0.008 METER.  THE TRAVERSE DISTANCE FROM BROOKLYN
 LW3695'TO BROOKLYN 2 CHECKED WITH PREVIOUS MEASUREMENT.  THE DIRECTION
 LW3695'BETWEEN REFERENCE MARK 2, BROOKLYN 2 AND REFERENCE MARK 3
 LW3695'CHECKED WITH PREVIOUS OBSERVATIONS.
 LW3695'
 LW3695'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW3695'
 LW3695'THE STATION IS LOCATED 3-1/2 MILES NORTHWEST OF DANIELSON,
 LW3695'2-1/2 MILES NORTH OF BROOKLYN, 2-1/4 MILES SOUTH OF THE
 LW3695'JUNCTION OF STATE HIGHWAYS 101 AND 169, 1/2 MILE EAST OF STATE
 LW3695'HIGHWAY 169 AND ON THE PROPERTY OF MR. H. ROBERT BOOTH, POMFRET,
 LW3695'CONNECTICUT.  PHONE NO. 774-5516.
 LW3695'
 LW3695'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW3695'STATE HIGHWAY 169 IN BROOKLYN, GO NORTH ON HIGHWAY 169 FOR
 LW3695'2.5 MILES TO A SIDE ROAD RIGHT.
 LW3695'TURN RIGHT AND GO EAST ON
 LW3695'SPAULDING ROAD FOR 0.4 MILE TO A LARGE BARN ON THE LEFT AND
 LW3695'THE END OF PAVEMENT.  TURN LEFT, PASSING THE BARN ON THE EAST
 LW3695'SIDE FOR ABOUT 100 FEET TO A GATE.  PASS THROUGH
 LW3695'THE GATE AND GO NORTH ACROSS THE PASTURE FOR 0.05 MILE TO A
 LW3695'GAP IN AN EAST-WEST ROCK FENCE.  TURN A SHARP LEFT AND GO
 LW3695'WEST ALONG THE ROCK FENCE FOR 0.05 MILE TO THE JUNCTION OF A
 LW3695'NORTH-SOUTH ROCK FENCE AND THE STATION AS DESCRIBED.
 LW3695'
 LW3695'STATION MARK, STAMPED---BROOKLYN 1937---, IS A STANDARD
 LW3695'STATION MARK DISK
 LW3695'SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 18 INCHES
 LW3695'BELOW THE GROUND SURFACE.  IT IS 20 FEET NORTHEAST OF THE
 LW3695'T-JUNCTION OF 2 ROCK FENCES, 20 FEET SOUTH OF A 14 INCH PINE
 LW3695'TREE, 16 FEET EAST OF THE NORTH-SOUTH ROCK FENCE AND
 LW3695'14.5 FEET NORTH OF THE EAST-WEST ROCK FENCE.
 LW3695'
 LW3695'BROOKLYN 2, STAMPED---BROOKLYN 2 1974---, ARE STANDARD
 LW3695'STATION MARK
 LW3695'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 LW3695'MONUMENT THAT PROJECTS ABOUT 3 INCHES.  THE UNDERGROUND MARK
 LW3695'IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 40 INCHES
 LW3695'BELOW THE GROUND SURFACE.  THEY ARE 49 FEET EAST OF A LARGE
 LW3695'TWIN TRUNK OAK TREE, 28 FEET NORTHWEST OF THE JUNCTION OF TWO
 LW3695'ROCK FENCES, 23.5 FEET WEST OF THE NORTH-SOUTH ROCK FENCE,
 LW3695'19 FEET NORTHWEST OF A METAL WITNESS POST AND 15.5 FEET NORTH
 LW3695'OF THE EAST-WEST ROCK FENCE.
 LW3695'
 LW3695'REFERENCE MARK 2, STAMPED---BROOKLYN 1937 NO 2---, IS A
 LW3695'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 LW3695'IS FLUSH WITH THE GROUND.  IT IS 73 FEET SOUTHEAST OF THE
 LW3695'T-JUNCTION OF THE 2 ROCK FENCES AND 56 FEET SOUTH OF THE
 LW3695'EAST-WEST ROCK FENCE.
 LW3695'
 LW3695'REFERENCE MARK 3, STAMPED---BROOKLYN 2 NO 3 1974---, IS A
 LW3695'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LW3695'2 FEET.  IT IS 92 FEET NORTHEAST OF A T-JUNCTION OF TWO ROCK
 LW3695'FENCES, 84 FEET NORTH OF THE EAST-WEST ROCK FENCE, 47 FEET EAST
 LW3695'OF THE NORTH-SOUTH ROCK FENCE.
 LW3695'
 LW3695'THE HEIGHT OF LIGHT ABOVE MARK WAS 1.4 METERS.
 LW3695'
 LW3695'DESCRIBED BY L.K. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3710 ***********************************************************************
 LW3710  DESIGNATION -  BROOKLYN 2
 LW3710  PID         -  LW3710
 LW3710  STATE/COUNTY-  CT/WINDHAM
 LW3710  USGS QUAD   -  DANIELSON (1970)
 LW3710
 LW3710                         *CURRENT SURVEY CONTROL
 LW3710  ___________________________________________________________________
 LW3710* NAD 83(1996)-  41 49 27.40725(N)    071 56 59.84206(W)     ADJUSTED  
 LW3710* NAVD 88     -       170.8    (meters)     560.     (feet)  VERTCON   
 LW3710  ___________________________________________________________________
 LW3710  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LW3710  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW3710
 LW3710  HORZ ORDER  -  FIRST
 LW3710
 LW3710.The horizontal coordinates were established by classical geodetic methods
 LW3710.and adjusted by the National Geodetic Survey in August 1998..
 LW3710
 LW3710.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3710
 LW3710.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3710
 LW3710.The geoid height was determined by GEOID03.
 LW3710
 LW3710;                    North         East     Units Scale Factor Converg.
 LW3710;SPC CT       -   262,762.983   371,265.685   MT  0.99999598   +0 31 49.7
 LW3710;SPC CT       -   862,081.55  1,218,060.83   sFT  0.99999598   +0 31 49.7
 LW3710;SPC RI       -    82,388.876    62,618.596   MT  1.00001094   -0 18 00.2
 LW3710;SPC RI       -   270,304.17    205,441.18   sFT  1.00001094   -0 18 00.2
 LW3710;UTM  19      - 4,634,474.213   255,008.505   MT  1.00033865   -1 58 05.3
 LW3710;UTM  18      - 4,634,764.740   753,304.567   MT  1.00038963   +2 02 06.0
 LW3710
 LW3710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3710!SPC CT       -   0.99997789  x   0.99999598  =   0.99997387
 LW3710!SPC RI       -   0.99997789  x   1.00001094  =   0.99998883
 LW3710!UTM  19      -   0.99997789  x   1.00033865  =   1.00031653
 LW3710!UTM  18      -   0.99997789  x   1.00038963  =   1.00036751
 LW3710
 LW3710|---------------------------------------------------------------------|
 LW3710| PID    Reference Object                     Distance      Geod. Az  |
 LW3710|                                                           dddmmss.s |
 LW3710| CB7161 BROOKLYN 2 RM 3                      28.794 METERS 04716     |
 LW3710| LW1752 GOODYEAR                            APPROX. 4.2 KM 0881749.6 |
 LW3710| LW3701 AIRPORT BCN DANIELSON APT           APPROX. 4.2 KM 0914934.5 |
 LW3710| LW3695 BROOKLYN                             11.802 METERS 09320     |
 LW3710| LW3699 DANIELSON WINCHESTER CORP TANK      APPROX. 5.5 KM 0980107.6 |
 LW3710| LW3696 DANIELSON WESTFIELD CONG CH         APPROX. 6.0 KM 1085054.7 |
 LW3710| LW3700 DANIELSON ARROW HART TANK           APPROX. 6.0 KM 1193349.9 |
 LW3710| LW3724 BROOKLYN RM 2                        31.957 METERS 13552     |
 LW3710| LW3715 BROOKLYN SO BELL TEL MAST           APPROX. 6.5 KM 1955727.7 |
 LW3710| LW3716 BROOKLYN STATE POLICE MAST          APPROX. 2.4 KM 2471503.1 |
 LW3710| LW3725 BROOKLYN 2 1974 AZ MK 2             APPROX. 0.7 KM 2561849.5 |
 LW3710| LW3726 BROOKLYN 2 1974 AZ MK               APPROX. 0.7 KM 2573119.3 |
 LW3710|---------------------------------------------------------------------|
 LW3710
 LW3710                          SUPERSEDED SURVEY CONTROL
 LW3710
 LW3710  NAD 83(1996)-  41 49 27.40678(N)    071 56 59.84186(W) AD(       ) 1
 LW3710  NAD 83(1992)-  41 49 27.40653(N)    071 56 59.84151(W) AD(       ) 1
 LW3710  NAD 83(1992)-  41 49 27.40661(N)    071 56 59.84190(W) AD(       ) 1
 LW3710  NAD 83(1986)-  41 49 27.40734(N)    071 56 59.84157(W) AD(       ) 1
 LW3710  NAD 27      -  41 49 27.05270(N)    071 57 01.57838(W) AD(       ) 1
 LW3710  NGVD 29 (07/19/86)  171.0    (m)          561.     (f) VERT ANG       
 LW3710
 LW3710.Superseded values are not recommended for survey control.
 LW3710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3710.See file dsdata.txt to determine how the superseded data were derived.
 LW3710
 LW3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5500934474(NAD 83)
 LW3710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3710+STABILITY: SURFACE MOTION
 LW3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3710+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 LW3710
 LW3710  HISTORY     - Date     Condition        Report By
 LW3710  HISTORY     - 1974     MONUMENTED       NGS
 LW3710  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3710  HISTORY     - 20050823 GOOD             GEOCAC
 LW3710
 LW3710                          STATION DESCRIPTION
 LW3710
 LW3710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3710'STATION IS ABOUT 3-1/2 MILES NORTHWEST OF DANIELSON, 2-1/2 MILES
 LW3710'NORTH OF BROOKLYN, 2-1/4 MILES SOUTH OF THE JUNCTION OF STATE
 LW3710'HIGHWAYS 101 AND 169, 1/2 MILE EAST OF HIGHWAY 169, 1/10 MILE
 LW3710'NORTH OF SPAULDING ROAD AND ON PROPERTY OWNED BY MR. H. ROBERT
 LW3710'BOOTH, POMFRET, CONNECTICUT.  PHONE NUMBER 774-5516.
 LW3710'
 LW3710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW3710'STATE HIGHWAY 169 IN BROOKLYN, GO NORTHERLY ON HIGHWAY 169 FOR
 LW3710'2.5 MILES TO SPAULDING ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 LW3710'ON SPAULDING ROAD FOR 0.4 MILE TO THE END OF PAVEMENT AND A BARN
 LW3710'ON THE LEFT.  TURN LEFT, PASSING TO THE EAST OF THE BARN AND GO
 LW3710'NORTH FOR ABOUT 100 FEET TO A GATE.  PASS THROUGH THE GATE AND
 LW3710'GO NORTH ACROSS A PASTURE FOR 0.05 MILE TO A GAP IN AN EAST-WEST
 LW3710'ROCK FENCE.  PASS THROUGH THE GAP, THEN TURN SHARP LEFT AND
 LW3710'GO WEST ALONG THE ROCK FENCE FOR 0.05 MILE TO THE JUNCTION OF
 LW3710'A NORTH-SOUTH ROCK FENCE AND THE STATION AS DESCRIBED.
 LW3710'
 LW3710'THE STATION MARKS ARE STANDARD DISKS STAMPED BROOKLYN
 LW3710'2 1974.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH
 LW3710'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE AND THE
 LW3710'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 43
 LW3710'INCHES BELOW THE GROUND SURFACE.  THEY ARE 49 FEET EAST OF
 LW3710'A LARGE TWIN TRUNKED OAK TREE, 28 FEET WEST OF THE
 LW3710'T-JUNCTION OF THE TWO ROCK FENCES, 23.5 FEET WEST OF THE
 LW3710'NORTH-SOUTH ROCK FENCE, 19 FEET NORTHWEST OF A METAL
 LW3710'WITNESS POST AND 15.5 FEET NORTH OF THE EAST-WEST ROCK FENCE.
 LW3710'
 LW3710'BROOKLYN, STAMPED BROOKLYN 1937, IS A STANDARD DISK SET IN AN
 LW3710'IRREGULAR MASS OF CONCRETE ABOUT 18 INCHES BELOW THE GROUND
 LW3710'SURFACE.  IT IS 20 FEET NORTHEAST OF THE T-JUNCTION OF THE TWO
 LW3710'ROCK FENCES, 20 FEET SOUTH OF A 14-INCH PINE TREE, 16 FEET EAST
 LW3710'OF THE NORTH-SOUTH ROCK FENCE AND 14.5 FEET NORTH OF THE
 LW3710'EAST-WEST ROCK FENCE.
 LW3710'
 LW3710'REFERENCE MARK 2, STAMPED BROOKLYN 1937 NO 2, IS A STANDARD
 LW3710'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 LW3710'GROUND SURFACE.  IT IS 94 FEET WEST OF A ROCK FENCE, 78 FEET
 LW3710'SOUTHEAST OF THE T-JUNCTION OF THE TWO ROCK FENCES AND 56 FEET
 LW3710'SOUTH OF THE EAST-WEST ROCK FENCE.  (NOTE--THE ARROW ON THE
 LW3710'DISK IS POINTED TOWARD BROOKLYN 1937).
 LW3710'
 LW3710'REFERENCE MARK 3, STAMPED BROOKLYN 2 NO 3 1974, IS A STANDARD
 LW3710'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2
 LW3710'FEET ABOVE THE GROUND SURFACE.  IT IS 92 FEET NORTHEAST OF THE
 LW3710'T-JUNCTION OF THE TWO ROCK FENCES, 84 FEET NORTH OF THE
 LW3710'EAST-WEST ROCK FENCE AND 14 FEET EAST OF THE NORTH-SOUTH
 LW3710'ROCK FENCE.
 LW3710'
 LW3710'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 LW3710
 LW3710                          STATION RECOVERY (1977)
 LW3710
 LW3710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3710'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN
 LW3710'GOOD CONDITION.  THE STATION BROOKLYN WAS ALSO RECOVERED IN
 LW3710'GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 2 AND 3
 LW3710'CHECKED WITH THE PREVIOUS OBSERVATIONS.  THE DISTANCE TO
 LW3710'REFERENCE MARK 2 WAS FOUND TO BE LONGER BY 0.08 FOOT.  THE
 LW3710'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.019
 LW3710'METER.  THE TRAVERSE BETWEEN BROOKLYN 2 AND BROOKLYN CHECKED
 LW3710'WITH PREVIOUS MEASUREMENTS.  THE DIRECTION TO BROOKLYN CHECKED
 LW3710'WITH PREVIOUS OBSERVATIONS.  A NEW AZIMUTH MARK AND
 LW3710'AZIMUTH MARK 2 WERE SET AT THIS TIME.
 LW3710'
 LW3710'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW3710'
 LW3710'THE STATION IS LOCATED 3-1/2 MILES NORTHWEST OF DANIELSON,
 LW3710'2-1/2 MILES NORTH OF BROOKLYN, 2-1/4 MILES SOUTH OF THE
 LW3710'JUNCTION OF STATE HIGHWAYS 101 AND 169, 1/2 MILE EAST OF STATE
 LW3710'HIGHWAY 169 AND ON THE PROPERTY OF MR. H. ROBERT BOOTH, POMFRET,
 LW3710'CONNECTICUT.  PHONE NO. 774-5516.
 LW3710'
 LW3710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW3710'STATE HIGHWAY 169 IN BROOKLYN, GO NORTH ON HIGHWAY 169 FOR
 LW3710'2.5 MILES TO A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARKS
 LW3710'FROM HERE CONTINUE NORTH ON STATE HIGHWAY 169 FOR 0.05 MILE
 LW3710'TO THE AZIMUTH ON THE LEFT AND AZIMUTH 2 ON THE RIGHT.)
 LW3710'TURN RIGHT AND GO EAST ON
 LW3710'SPAULDING ROAD FOR 0.4 MILE TO A LARGE BARN ON THE LEFT AND
 LW3710'THE END OF PAVEMENT.  TURN LEFT, PASSING THE BARN ON THE EAST
 LW3710'SIDE FOR ABOUT 100 FEET TO A GATE.  PASS THROUGH
 LW3710'THE GATE AND GO NORTH ACROSS THE PASTURE FOR 0.05 MILE TO A
 LW3710'GAP IN AN EAST-WEST ROCK FENCE.  TURN A SHARP LEFT AND GO
 LW3710'WEST ALONG THE ROCK FENCE FOR 0.05 MILE TO THE JUNCTION OF A
 LW3710'NORTH-SOUTH ROCK FENCE AND THE STATION AS DESCRIBED.
 LW3710'
 LW3710'STATION MARKS, STAMPED---BROOKLYN 2 1974---, ARE STANDARD
 LW3710'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 LW3710'MONUMENT THAT PROJECTS ABOUT 3 INCHES.  THE UNDERGROUND MARK
 LW3710'IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 40 INCHES
 LW3710'BELOW THE GROUND SURFACE.  THEY ARE 49 FEET EAST OF A LARGE
 LW3710'TWIN TRUNK OAK TREE, 28 FEET NORTHWEST OF THE JUNCTION OF TWO
 LW3710'ROCK FENCES, 23.5 FEET WEST OF THE NORTH-SOUTH ROCK FENCE,
 LW3710'19 FEET NORTHWEST OF A METAL WITNESS POST AND 15.5 FEET NORTH
 LW3710'OF THE EAST-WEST ROCK FENCE.
 LW3710'
 LW3710'BROOKLYN, STAMPED---BROOKLYN 1937---, IS A STANDARD
 LW3710'STATION MARK DISK
 LW3710'SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 18 INCHES
 LW3710'BELOW THE GROUND SURFACE.  IT IS 20 FEET NORTHEAST OF THE
 LW3710'T-JUNCTION OF 2 ROCK FENCES, 20 FEET SOUTH OF A 14 INCH PINE
 LW3710'TREE, 16 FEET EAST OF THE NORTH-SOUTH ROCK FENCE AND
 LW3710'14.5 FEET NORTH OF THE EAST-WEST ROCK FENCE.
 LW3710'
 LW3710'REFERENCE MARK 2, STAMPED---BROOKLYN 1937 NO 2---, IS A
 LW3710'STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 LW3710'IS FLUSH WITH THE GROUND.  IT IS 73 FEET SOUTHEAST OF THE
 LW3710'T-JUNCTION OF THE 2 ROCK FENCES AND 56 FEET SOUTH OF THE
 LW3710'EAST-WEST ROCK FENCE.
 LW3710'
 LW3710'REFERENCE MARK 3, STAMPED---BROOKLYN 2 NO 3 1974---, IS A
 LW3710'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LW3710'2 FEET.  IT IS 92 FEET NORTHEAST OF A T-JUNCTION OF TWO ROCK
 LW3710'FENCES, 84 FEET NORTH OF THE EAST-WEST ROCK FENCE, 47 FEET EAST
 LW3710'OF THE NORTH-SOUTH ROCK FENCE.
 LW3710'
 LW3710'AZIMUTH MARK, STAMPED---BROOKLYN 2 1977---, IS A STANDARD
 LW3710'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LW3710'FLUSH WITH THE GROUND.  IT IS 22 FEET EAST OF THE CENTER
 LW3710'OF STATE HIGHWAY 169, 19 FEET NORTH OF POWER POLE NO. 257,
 LW3710'6 FEET SOUTH OF A METAL WITNESS POST AND 4.5 FEET WEST OF
 LW3710'A ROCK FENCE.
 LW3710'
 LW3710'AZIMUTH MARK 2, STAMPED---BROOKLYN 2 NO 2 1977---,
 LW3710'IS A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE
 LW3710'MONUMENT THAT PROJECTS ABOUT 3 INCHES.  IT IS 24 FEET EAST
 LW3710'OF THE CENTER OF STATE HIGHWAY 169, 5 FEET NORTH OF A METAL
 LW3710'WITNESS POST AND 4 FEET WEST OF A ROCK FENCE.
 LW3710'
 LW3710'HEIGHT OF LIGHT ABOVE MARK WAS 26.7 METERS.
 LW3710'
 LW3710'DESCRIBED BY L.K. ZURFLUH.
 LW3710
 LW3710                          STATION RECOVERY (2005)
 LW3710
 LW3710'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW3710'FOUND STATION AND RM3 IN GOOD CONDITION BUT THE BOULDER RM3 IS IN IS
 LW3710'TURNED ABOUT 120 DEGREES .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3725 ***********************************************************************
 LW3725  DESIGNATION -  BROOKLYN 2 1974 AZ MK 2
 LW3725  PID         -  LW3725
 LW3725  STATE/COUNTY-  CT/WINDHAM
 LW3725  USGS QUAD   -  DANIELSON (1970)
 LW3725
 LW3725                         *CURRENT SURVEY CONTROL
 LW3725  ___________________________________________________________________
 LW3725* NAD 83(1996)-  41 49 21.92379(N)    071 57 29.93970(W)     ADJUSTED  
 LW3725* NAVD 88     -       170.0    (meters)     558.     (feet)  VERTCON   
 LW3725  ___________________________________________________________________
 LW3725  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LW3725  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW3725
 LW3725  HORZ ORDER  -  SECOND
 LW3725
 LW3725.The horizontal coordinates were established by classical geodetic methods
 LW3725.and adjusted by the National Geodetic Survey in August 1998..
 LW3725
 LW3725.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3725
 LW3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3725
 LW3725.The geoid height was determined by GEOID03.
 LW3725
 LW3725;                    North         East     Units Scale Factor Converg.
 LW3725;SPC CT       -   262,587.414   370,572.695   MT  0.99999584   +0 31 29.8
 LW3725;SPC CT       -   861,505.54  1,215,787.25   sFT  0.99999584   +0 31 29.8
 LW3725;UTM  19      - 4,634,328.971   254,308.278   MT  1.00034287   -1 58 25.2
 LW3725;UTM  18      - 4,634,570.961   752,616.155   MT  1.00038534   +2 01 45.7
 LW3725
 LW3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3725!SPC CT       -   0.99997801  x   0.99999584  =   0.99997385
 LW3725!UTM  19      -   0.99997801  x   1.00034287  =   1.00032088
 LW3725!UTM  18      -   0.99997801  x   1.00038534  =   1.00036335
 LW3725
 LW3725                          SUPERSEDED SURVEY CONTROL
 LW3725
 LW3725  NAD 83(1996)-  41 49 21.92332(N)    071 57 29.93949(W) AD(       ) 2
 LW3725  NAD 83(1992)-  41 49 21.92308(N)    071 57 29.93916(W) AD(       ) 2
 LW3725  NAD 83(1992)-  41 49 21.92316(N)    071 57 29.93954(W) AD(       ) 2
 LW3725  NAD 83(1986)-  41 49 21.92391(N)    071 57 29.93922(W) AD(       ) 2
 LW3725  NAD 27      -  41 49 21.56923(N)    071 57 31.67502(W) AD(       ) 2
 LW3725  NGVD 29 (07/19/86)  170.2    (m)          558.     (f) VERT ANG       
 LW3725
 LW3725.Superseded values are not recommended for survey control.
 LW3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3725.See file dsdata.txt to determine how the superseded data were derived.
 LW3725
 LW3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5430834329(NAD 83)
 LW3725_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3725+STABILITY: SURFACE MOTION
 LW3725
 LW3725  HISTORY     - Date     Condition        Report By
 LW3725  HISTORY     - 1977     MONUMENTED       NGS
 LW3725
 LW3725                          STATION DESCRIPTION
 LW3725
 LW3725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (HDM)
 LW3725'THE STATION IS LOCATED 3-1/2 MILES NORTHWEST OF DANIELSON,
 LW3725'2-1/2 MILES NORTH OF BROOKLYN, 2-1/4 MILES SOUTH OF THE
 LW3725'JUNCTION OF STATE HIGHWAYS 101 AND 169 AND ON
 LW3725'ROAD RIGHT-OF-WAY.
 LW3725'
 LW3725'TO REACH THE STATION FROM FROM THE JUNCTION OF U.S. HIGHWAY 6
 LW3725'AND STATE HIGHWAY 169 IN BROOKLYN, GO NORTH ON HIGHWAY 169 FOR
 LW3725'2.5 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON HIGHWAY 169
 LW3725'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 LW3725'
 LW3725'THE STATION MARK, STAMPED---BROOKLYN 2 NO 2 1977---, A STANDARD
 LW3725'AZIMUTH DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LW3725'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET EAST
 LW3725'OF THE CENTER OF STATE HIGHWAY 169, 5 FEET NORTH OF A METAL
 LW3725'WITNESS POST AND 4 FEET WEST OF A ROCK FENCE.
 LW3725'
 LW3725'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
 LW3725'
 LW3725'DESCRIBED BY D.J. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3726 ***********************************************************************
 LW3726  DESIGNATION -  BROOKLYN 2 1974 AZ MK
 LW3726  PID         -  LW3726
 LW3726  STATE/COUNTY-  CT/WINDHAM
 LW3726  USGS QUAD   -  DANIELSON (1970)
 LW3726
 LW3726                         *CURRENT SURVEY CONTROL
 LW3726  ___________________________________________________________________
 LW3726* NAD 83(1996)-  41 49 22.31735(N)    071 57 30.58509(W)     ADJUSTED  
 LW3726* NAVD 88     -       169.9    (meters)     557.     (feet)  VERTCON   
 LW3726  ___________________________________________________________________
 LW3726  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LW3726  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW3726
 LW3726  HORZ ORDER  -  SECOND
 LW3726
 LW3726.The horizontal coordinates were established by classical geodetic methods
 LW3726.and adjusted by the National Geodetic Survey in August 1998..
 LW3726
 LW3726.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3726
 LW3726.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3726
 LW3726.The geoid height was determined by GEOID03.
 LW3726
 LW3726;                    North         East     Units Scale Factor Converg.
 LW3726;SPC CT       -   262,599.419   370,557.690   MT  0.99999585   +0 31 29.3
 LW3726;SPC CT       -   861,544.93  1,215,738.02   sFT  0.99999585   +0 31 29.3
 LW3726;UTM  19      - 4,634,341.624   254,293.806   MT  1.00034296   -1 58 25.7
 LW3726;UTM  18      - 4,634,582.573   752,600.835   MT  1.00038525   +2 01 45.3
 LW3726
 LW3726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3726!SPC CT       -   0.99997803  x   0.99999585  =   0.99997388
 LW3726!UTM  19      -   0.99997803  x   1.00034296  =   1.00032098
 LW3726!UTM  18      -   0.99997803  x   1.00038525  =   1.00036327
 LW3726
 LW3726:                Primary Azimuth Mark                     Grid Az
 LW3726:SPC CT       -  BROOKLYN 2                               076 59 29.5
 LW3726:UTM  19      -  BROOKLYN 2                               079 29 24.5
 LW3726:UTM  18      -  BROOKLYN 2                               075 29 13.5
 LW3726
 LW3726|---------------------------------------------------------------------|
 LW3726| PID    Reference Object                     Distance      Geod. Az  |
 LW3726|                                                           dddmmss.s |
 LW3726| LW3710 BROOKLYN 2                          APPROX. 0.7 KM 0773058.8 |
 LW3726| LW3725 BROOKLYN 2 1974 AZ MK 2              19.217 METERS 12911     |
 LW3726|---------------------------------------------------------------------|
 LW3726
 LW3726                          SUPERSEDED SURVEY CONTROL
 LW3726
 LW3726  NAD 83(1996)-  41 49 22.31688(N)    071 57 30.58488(W) AD(       ) 2
 LW3726  NAD 83(1992)-  41 49 22.31664(N)    071 57 30.58454(W) AD(       ) 2
 LW3726  NAD 83(1992)-  41 49 22.31673(N)    071 57 30.58493(W) AD(       ) 2
 LW3726  NAD 83(1986)-  41 49 22.31747(N)    071 57 30.58459(W) AD(       ) 2
 LW3726  NAD 27      -  41 49 21.96280(N)    071 57 32.32038(W) AD(       ) 2
 LW3726  NGVD 29 (07/19/86)  170.1    (m)          558.     (f) VERT ANG       
 LW3726
 LW3726.Superseded values are not recommended for survey control.
 LW3726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3726.See file dsdata.txt to determine how the superseded data were derived.
 LW3726
 LW3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5429434342(NAD 83)
 LW3726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3726+STABILITY: SURFACE MOTION
 LW3726
 LW3726  HISTORY     - Date     Condition        Report By
 LW3726  HISTORY     - 1977     MONUMENTED       NGS
 LW3726
 LW3726                          STATION DESCRIPTION
 LW3726
 LW3726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (HDM)
 LW3726'THE STATION IS LOCATED 3-1/2 MILES NORTHWEST OF DANIELSON,
 LW3726'2-1/2 MILES NORTH OF BROOKLYN, 2-1/4 MILES SOUTH OF THE
 LW3726'JUNCTION OF STATE HIGHWAYS 101 AND 169 AND ON ROAD RIGHT-OF-WAY
 LW3726'
 LW3726'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW3726'STATE HIGHWAY 169 IN BROOKLYN, GO NORTH ON HIGHWAY 169 FOR
 LW3726'2.5 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON STATE
 LW3726'HIGHWAY 169 FOR 0.05 MILE TO THE STATION ON THE LEFT.
 LW3726'
 LW3726'THE STATION MARK, STAMPED---BROOKLYN 2 1977---, A STANDARD
 LW3726'AZIMUTH DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LW3726'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 22 FEET EAST OF
 LW3726'THE CENTER OF STATE HIGHWAY 169, 19 FEET NORTH OF POWER LINE
 LW3726'POLE NUMBER 257, 6 FEET SOUTH OF A METAL WITNESS POST AND 4.5
 LW3726'FEET WEST OF A ROCK FENCE.
 LW3726'
 LW3726'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.3 METERS.
 LW3726'
 LW3726'DESCRIBED BY D.J. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3715 ***********************************************************************
 LW3715  DESIGNATION -  BROOKLYN SO BELL TEL MAST
 LW3715  PID         -  LW3715
 LW3715  STATE/COUNTY-  CT/WINDHAM
 LW3715  USGS QUAD   -  DANIELSON (1970)
 LW3715
 LW3715                         *CURRENT SURVEY CONTROL
 LW3715  ___________________________________________________________________
 LW3715* NAD 83(1996)-  41 46 05.23351(N)    071 58 17.06050(W)     ADJUSTED  
 LW3715* NAVD 88     -                                                        
 LW3715  ___________________________________________________________________
 LW3715  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LW3715  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LW3715
 LW3715  HORZ ORDER  -  THIRD
 LW3715
 LW3715.The horizontal coordinates were established by classical geodetic methods
 LW3715.and adjusted by the National Geodetic Survey in August 1998..
 LW3715
 LW3715
 LW3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3715
 LW3715.The geoid height was determined by GEOID03.
 LW3715
 LW3715;                    North         East     Units Scale Factor Converg.
 LW3715;SPC CT       -   256,509.415   369,539.974   MT  0.99999149   +0 30 58.5
 LW3715;SPC CT       -   841,564.64  1,212,399.06   sFT  0.99999149   +0 30 58.5
 LW3715;SPC RI       -    76,160.862    60,802.402   MT  1.00001265   -0 18 50.5
 LW3715;SPC RI       -   249,871.09    199,482.55   sFT  1.00001265   -0 18 50.5
 LW3715;UTM  19      - 4,628,299.620   253,011.218   MT  1.00035075   -1 58 49.1
 LW3715;UTM  18      - 4,628,465.586   751,742.905   MT  1.00037993   +2 01 06.4
 LW3715
 LW3715                          SUPERSEDED SURVEY CONTROL
 LW3715
 LW3715  NAD 83(1996)-  41 46 05.23288(N)    071 58 17.06020(W) AD(       ) 4
 LW3715  NAD 83(1992)-  41 46 05.23273(N)    071 58 17.05999(W) AD(       ) 4
 LW3715  NAD 83(1992)-  41 46 05.23286(N)    071 58 17.06049(W) AD(       ) 4
 LW3715  NAD 83(1986)-  41 46 05.23331(N)    071 58 17.06007(W) AD(       ) 4
 LW3715  NAD 27      -  41 46 04.87832(N)    071 58 18.79343(W) AD(       ) 3
 LW3715
 LW3715.Superseded values are not recommended for survey control.
 LW3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3715.See file dsdata.txt to determine how the superseded data were derived.
 LW3715
 LW3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5301128300(NAD 83)
 LW3715
 LW3715  HISTORY     - Date     Condition        Report By
 LW3715  HISTORY     - 1974     MONUMENTED       NGS
 LW3715
 LW3715                          STATION DESCRIPTION
 LW3715
 LW3715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3715'THE STATION IS AN ANTENNA ATOP A SOUTHERN NEW ENGLAND TELEPHONE
 LW3715'MAST.  IT IS PAINTED GREY AND IS ABOUT 80 FEET HIGH.
 LW3715'
 LW3715'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF
 LW3715'HAMPTON, 3 MILES NORTHWEST OF WAUREGAN, 1-3/4 MILES SOUTHWEST
 LW3715'OF BROOKLYN AND ON A HILL KNOWN AS TATNIC HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3716 ***********************************************************************
 LW3716  DESIGNATION -  BROOKLYN STATE POLICE MAST
 LW3716  PID         -  LW3716
 LW3716  STATE/COUNTY-  CT/WINDHAM
 LW3716  USGS QUAD   -  DANIELSON (1970)
 LW3716
 LW3716                         *CURRENT SURVEY CONTROL
 LW3716  ___________________________________________________________________
 LW3716* NAD 83(1996)-  41 48 57.49121(N)    071 58 35.17739(W)     ADJUSTED  
 LW3716* NAVD 88     -                                                        
 LW3716  ___________________________________________________________________
 LW3716  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 LW3716  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW3716
 LW3716  HORZ ORDER  -  THIRD
 LW3716
 LW3716.The horizontal coordinates were established by classical geodetic methods
 LW3716.and adjusted by the National Geodetic Survey in August 1998..
 LW3716
 LW3716
 LW3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3716
 LW3716.The geoid height was determined by GEOID03.
 LW3716
 LW3716;                    North         East     Units Scale Factor Converg.
 LW3716;SPC CT       -   261,820.000   369,073.965   MT  0.99999525   +0 30 46.5
 LW3716;SPC CT       -   858,987.78  1,210,870.17   sFT  0.99999525   +0 30 46.5
 LW3716;SPC RI       -    81,477.748    60,413.401   MT  1.00001303   -0 19 03.6
 LW3716;SPC RI       -   267,314.91    198,206.30   sFT  1.00001303   -0 19 03.6
 LW3716;UTM  19      - 4,633,627.376   252,776.980   MT  1.00035217   -1 59 07.9
 LW3716;UTM  18      - 4,633,764.159   751,137.518   MT  1.00037618   +2 01 01.1
 LW3716
 LW3716                          SUPERSEDED SURVEY CONTROL
 LW3716
 LW3716  NAD 83(1996)-  41 48 57.49069(N)    071 58 35.17721(W) AD(       ) 4
 LW3716  NAD 83(1992)-  41 48 57.49050(N)    071 58 35.17695(W) AD(       ) 4
 LW3716  NAD 83(1992)-  41 48 57.49062(N)    071 58 35.17738(W) AD(       ) 4
 LW3716  NAD 83(1986)-  41 48 57.49121(N)    071 58 35.17691(W) AD(       ) 4
 LW3716  NAD 27      -  41 48 57.13711(N)    071 58 36.91178(W) AD(       ) 3
 LW3716
 LW3716.Superseded values are not recommended for survey control.
 LW3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3716.See file dsdata.txt to determine how the superseded data were derived.
 LW3716
 LW3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5277733627(NAD 83)
 LW3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3716+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 LW3716
 LW3716  HISTORY     - Date     Condition        Report By
 LW3716  HISTORY     - 1974     MONUMENTED       NGS
 LW3716  HISTORY     - 20050823 GOOD             GEOCAC
 LW3716
 LW3716                          STATION DESCRIPTION
 LW3716
 LW3716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3716'THE STATION IS THE LIGHT ATOP THE CONNECTICUT STATE POLICE
 LW3716'MAST.  THE MAST IS PAINTED RED AND WHITE AND IS ABOUT 180
 LW3716'FEET HIGH.
 LW3716'
 LW3716'STATION IS ABOUT 2-1/2 MILES NORTHWEST OF BROOKLYN, ON THE
 LW3716'EAST SIDE OF VALENTINE ROAD AND ON A HILL KNOWN AS BUSH HILL.
 LW3716
 LW3716                          STATION RECOVERY (2005)
 LW3716
 LW3716'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW3716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6144 ***********************************************************************
 LX6144  DESIGNATION -  BROSMITHS GABLE
 LX6144  PID         -  LX6144
 LX6144  STATE/COUNTY-  CT/MIDDLESEX
 LX6144  USGS QUAD   -  HADDAM (1971)
 LX6144
 LX6144                         *CURRENT SURVEY CONTROL
 LX6144  ___________________________________________________________________
 LX6144* NAD 83(1996)-  41 29 45.10086(N)    072 33 11.45896(W)     ADJUSTED  
 LX6144* NAVD 88     -                                                        
 LX6144  ___________________________________________________________________
 LX6144  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LX6144  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6144
 LX6144  HORZ ORDER  -  THIRD
 LX6144
 LX6144.The horizontal coordinates were established by classical geodetic methods
 LX6144.and adjusted by the National Geodetic Survey in August 1998..
 LX6144
 LX6144
 LX6144.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6144
 LX6144.The geoid height was determined by GEOID03.
 LX6144
 LX6144;                    North         East     Units Scale Factor Converg.
 LX6144;SPC CT       -   225,998.139   321,234.830   MT  0.99998336   +0 07 49.8
 LX6144;SPC CT       -   741,462.23  1,053,917.94   sFT  0.99998336   +0 07 49.8
 LX6144;UTM  18      - 4,596,695.149   704,238.813   MT  1.00011337   +1 37 18.3
 LX6144
 LX6144                          SUPERSEDED SURVEY CONTROL
 LX6144
 LX6144  NAD 83(1992)-  41 29 45.10012(N)    072 33 11.45885(W) AD(       ) 4
 LX6144  NAD 83(1986)-  41 29 45.10201(N)    072 33 11.46121(W) AD(       ) 4
 LX6144  NAD 27      -  41 29 44.74000(N)    072 33 13.14300(W) AD(       ) 3
 LX6144
 LX6144.Superseded values are not recommended for survey control.
 LX6144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6144.See file dsdata.txt to determine how the superseded data were derived.
 LX6144
 LX6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0423996695(NAD 83)
 LX6144
 LX6144  HISTORY     - Date     Condition        Report By
 LX6144  HISTORY     - 1934     MONUMENTED       CGS
 LX6144  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6144
 LX6144                          STATION DESCRIPTION
 LX6144
 LX6144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6144'THE HOUSE IS AT THE TOP OF THE FIRST PROMINENT HILL SE OF
 LX6144'THE VILLAGE OF HIGGANUM.  IT IS THE PROPERTY OF WM. BROSMITH
 LX6144'AND REACHED BY A PRIVATE ROAD THAT TURNS S OF ROUTE 9, ABOUT
 LX6144'1.4 MILE SOUTHEASTERLY FROM THE VILLAGE SQUARE.
 LX6144'
 LX6144'THE HOUSE IS PAINTED WHITE WITH LIGHT GREEN SOLID BLINDS AND
 LX6144'ROOF.  IT IS TWO STORIES HIGH WITH ONE-STORY PORCH WINGS ON
 LX6144'THE NW AND SE GABLE ENDS.  ONE CHIMNEY AT THE NW END OF THE
 LX6144'HOUSE IS A LITTLE SW OF THE RIDGEPOLE AND A SMALLER ONE AT THE
 LX6144'SE END IS NE OF THE RIDGEPOLE.
 LX6144'
 LX6144'CENTER IS THE APEX OF THE SE GABLE.
 LX6144
 LX6144                          STATION RECOVERY (1948)
 LX6144
 LX6144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6144'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3428 ***********************************************************************
 LW3428  DESIGNATION -  BROWN
 LW3428  PID         -  LW3428
 LW3428  STATE/COUNTY-  CT/NEW LONDON
 LW3428  USGS QUAD   -  MYSTIC (1984)
 LW3428
 LW3428                         *CURRENT SURVEY CONTROL
 LW3428  ___________________________________________________________________
 LW3428* NAD 83(1996)-  41 20 31.91089(N)    071 57 45.19873(W)     ADJUSTED  
 LW3428* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LW3428  ___________________________________________________________________
 LW3428  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LW3428  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3428
 LW3428  HORZ ORDER  -  THIRD
 LW3428
 LW3428.The horizontal coordinates were established by classical geodetic methods
 LW3428.and adjusted by the National Geodetic Survey in August 1998..
 LW3428
 LW3428.The orthometric height was scaled from a topographic map.
 LW3428
 LW3428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3428
 LW3428.The geoid height was determined by GEOID03.
 LW3428
 LW3428;                    North         East     Units Scale Factor Converg.
 LW3428;SPC CT       -   209,213.748   370,706.931   MT  0.99998870   +0 31 19.6
 LW3428;SPC CT       -   686,395.44  1,216,227.66   sFT  0.99998870   +0 31 19.6
 LW3428;SPC RI       -    28,851.989    61,284.993   MT  1.00001219   -0 18 20.0
 LW3428;SPC RI       -    94,658.57    201,065.85   sFT  1.00001219   -0 18 20.0
 LW3428;UTM  19      - 4,580,980.478   252,123.385   MT  1.00035623   -1 57 28.5
 LW3428;UTM  18      - 4,581,197.423   754,143.364   MT  1.00039496   +2 00 26.9
 LW3428
 LW3428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3428!SPC CT       -   1.00000375  x   0.99998870  =   0.99999245
 LW3428!SPC RI       -   1.00000375  x   1.00001219  =   1.00001594
 LW3428!UTM  19      -   1.00000375  x   1.00035623  =   1.00035998
 LW3428!UTM  18      -   1.00000375  x   1.00039496  =   1.00039872
 LW3428
 LW3428:                Primary Azimuth Mark                     Grid Az
 LW3428:SPC CT       -  PACKERS TAR SOAP STACK                   003 03 16.2
 LW3428:SPC RI       -  PACKERS TAR SOAP STACK                   003 52 55.8
 LW3428:UTM  19      -  PACKERS TAR SOAP STACK                   005 32 04.3
 LW3428:UTM  18      -  PACKERS TAR SOAP STACK                   001 34 08.9
 LW3428
 LW3428|---------------------------------------------------------------------|
 LW3428| PID    Reference Object                     Distance      Geod. Az  |
 LW3428|                                                           dddmmss.s |
 LW3428| LW3436 PACKERS TAR SOAP STACK              APPROX. 1.0 KM 0033435.8 |
 LW3428| CB7164 BROWN RM 1                           25.700 METERS 17746     |
 LW3428| CB7165 BROWN RM 2                           17.180 METERS 27154     |
 LW3428| LW3395 MYSTIC FIRST BAP CHURCH SPIRE       APPROX. 1.6 KM 3260928.8 |
 LW3428| LW3399 MYSTIC FLAGPOLE                     APPROX. 1.4 KM 3425503.7 |
 LW3428| LW3435 MYSTIC METH CHURCH SPIRE            APPROX. 1.4 KM 3495406.7 |
 LW3428| LW3430 MYSTIC CONG CHURCH SPIRE            APPROX. 1.2 KM 3534613.9 |
 LW3428|---------------------------------------------------------------------|
 LW3428
 LW3428                          SUPERSEDED SURVEY CONTROL
 LW3428
 LW3428  NAD 83(1992)-  41 20 31.90965(N)    071 57 45.19783(W) AD(       ) 3
 LW3428  NAD 83(1986)-  41 20 31.90989(N)    071 57 45.20180(W) AD(       ) 3
 LW3428  NAD 27      -  41 20 31.55900(N)    071 57 46.94200(W) AD(       ) 3
 LW3428
 LW3428.Superseded values are not recommended for survey control.
 LW3428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3428.See file dsdata.txt to determine how the superseded data were derived.
 LW3428
 LW3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5212380980(NAD 83)
 LW3428_MARKER: DS = TRIANGULATION STATION DISK
 LW3428_SETTING: 80 = SET IN A BOULDER
 LW3428_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3428+STABILITY: SURFACE MOTION
 LW3428
 LW3428  HISTORY     - Date     Condition        Report By
 LW3428  HISTORY     - 1934     MONUMENTED       CGS
 LW3428  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LW3428  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW3428
 LW3428                          STATION DESCRIPTION
 LW3428
 LW3428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3428'THE STATION IS LOCATED ON BROWN POINT, ON THE NE END OF MASON
 LW3428'ISLAND, SE OF THE VILLAGE OF MYSTIC.  THE STATION IS MARKED BY
 LW3428'A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LW3428'ABOUT HALFWAY UP THE SLOPE OF THE KNOLL FROM THE N SHORE, AND
 LW3428'IS JUST W OF A CLUMP OF TREES.
 LW3428'
 LW3428'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3428'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND
 LW3428'NO.2 ARE STANDARD DISKS SET IN A BOULDER AS DESCRIBED IN NOTE
 LW3428'12C.
 LW3428'
 LW3428'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD DISCS
 LW3428'SET IN THE TOPS OF TWO LARGE BOULDERS SOUTHWESTERLY AND WESTERLY
 LW3428'OF THE STATION RESPECTIVELY.
 LW3428'
 LW3428'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3428
 LW3428                          STATION RECOVERY (1948)
 LW3428
 LW3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3428'STATION RECOVERED IN GOOD CONDITION, BUT AT THE REQUEST OF THE
 LW3428'OWNER OF THE PROPERTY ON WHICH THIS STATION WAS SET, A NEW
 LW3428'STATION BROWN 2, 1948, WAS ESTABLISHED, 9.058 METERS SE.  ONE
 LW3428'NEW REFERENCE MARK WAS ESTABLISHED, REFERENCE MARK NO. 3 - BROWN
 LW3428'1948.  THE OLD STATION BROWN 1934 AND REFERENCE MARK 2 - BROWN
 LW3428'1934, WERE DESTROYED.
 LW3428
 LW3428                          STATION RECOVERY (1954)
 LW3428
 LW3428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3428'STATION RECOVERED IN POOR CONDITION.  ACCORDING TO THE 1948
 LW3428'RECOVERY NOTE BY R.J.S. THIS STATION WAS DESTROYED.  HOWEVER,
 LW3428'THE SHANK OF THE DISK IS STILL IN PLACE.  REFERENCE MARK 1
 LW3428'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN
 LW3428'REMOVED.  IF IT IS DESIRED TO RECOVER STATION BROWN 1934, SEE
 LW3428'DESCRIPTION OF STATION BROWN 2, 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6423 ***********************************************************************
 LX6423  DESIGNATION -  BROWN
 LX6423  PID         -  LX6423
 LX6423  STATE/COUNTY-  CT/NEW HAVEN
 LX6423  USGS QUAD   -  BRANFORD (1984)
 LX6423
 LX6423                         *CURRENT SURVEY CONTROL
 LX6423  ___________________________________________________________________
 LX6423* NAD 83(1996)-  41 15 47.69667(N)    072 46 23.41886(W)     ADJUSTED  
 LX6423* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6423  ___________________________________________________________________
 LX6423  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX6423  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6423
 LX6423  HORZ ORDER  -  THIRD
 LX6423
 LX6423.The horizontal coordinates were established by classical geodetic methods
 LX6423.and adjusted by the National Geodetic Survey in August 1998..
 LX6423
 LX6423.The orthometric height was scaled from a topographic map.
 LX6423
 LX6423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6423
 LX6423.The geoid height was determined by GEOID03.
 LX6423
 LX6423;                    North         East     Units Scale Factor Converg.
 LX6423;SPC CT       -   200,145.798   302,858.826   MT  0.99999422   -0 00 55.3
 LX6423;SPC CT       -   656,645.01    993,629.33   sFT  0.99999422   -0 00 55.3
 LX6423;SPC NY L     -   122,495.225   402,806.418   MT  1.00002086   +0 48 08.8
 LX6423;SPC NY L     -   401,886.42  1,321,540.72   sFT  1.00002086   +0 48 08.8
 LX6423;UTM  18      - 4,570,372.254   686,538.735   MT  1.00002826   +1 28 08.6
 LX6423
 LX6423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6423!SPC CT       -   1.00000460  x   0.99999422  =   0.99999882
 LX6423!SPC NY L     -   1.00000460  x   1.00002086  =   1.00002546
 LX6423!UTM  18      -   1.00000460  x   1.00002826  =   1.00003286
 LX6423
 LX6423|---------------------------------------------------------------------|
 LX6423| PID    Reference Object                     Distance      Geod. Az  |
 LX6423|                                                           dddmmss.s |
 LX6423| CZ7110 BROWN RM 1                            8.540 METERS 04631     |
 LX6423| LX6421 LEWIS ISLAND CHIMNEY                APPROX. 0.8 KM 0831529.3 |
 LX6423| CZ7111 BROWN RM 2                            5.400 METERS 08449     |
 LX6423| LX6445 MONONOTTO ISLAND CUPOLA             APPROX. 1.8 KM 1023316.0 |
 LX6423| LX6430 ROGERS ISLAND CHIMNEY               APPROX. 0.9 KM 1153253.4 |
 LX6423| LX6443 GOVERNORS ISLAND CHIMNEY            APPROX. 1.7 KM 1250209.7 |
 LX6423| LX6444 HUBINGERS CHIMNEY                   APPROX. 2.0 KM 1280840.9 |
 LX6423| LX6354 HORSE ISLAND CHIMNEY                APPROX. 2.4 KM 1485130.4 |
 LX6423| LX6353 TWO TREE ISLAND CHIMNEY             APPROX. 2.6 KM 1552243.7 |
 LX6423| LX6359 SUMAC ISLAND BOATHOUSE CHIM         APPROX. 3.6 KM 2380642.1 |
 LX6423| LX6358 SUMAC ISLAND CHIMNEY                APPROX. 3.6 KM 2390329.1 |
 LX6423| LX6420 GOSS TURRET                         APPROX. 0.5 KM 3003705.4 |
 LX6423| LX6422 BROWN POINT CHIMNEY                  66.676 METERS 33351     |
 LX6423|---------------------------------------------------------------------|
 LX6423
 LX6423                          SUPERSEDED SURVEY CONTROL
 LX6423
 LX6423  NAD 83(1992)-  41 15 47.69578(N)    072 46 23.41869(W) AD(       ) 3
 LX6423  NAD 83(1986)-  41 15 47.69778(N)    072 46 23.42182(W) AD(       ) 3
 LX6423  NAD 27      -  41 15 47.35000(N)    072 46 25.07100(W) AD(       ) 3
 LX6423
 LX6423.Superseded values are not recommended for survey control.
 LX6423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6423.See file dsdata.txt to determine how the superseded data were derived.
 LX6423
 LX6423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8653970372(NAD 83)
 LX6423_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6423_SETTING: 66 = SET IN ROCK OUTCROP
 LX6423_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6423+STABILITY: POSITION/ELEVATION WELL
 LX6423
 LX6423  HISTORY     - Date     Condition        Report By
 LX6423  HISTORY     - 1933     MONUMENTED       CGS
 LX6423  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6423
 LX6423                          STATION DESCRIPTION
 LX6423
 LX6423'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6423'THE STATION IS LOCATED ON THE LEDGE AT THE SE EXTREMITY OF BROWN
 LX6423'POINT.  A CURVED MASONRY SEA-WALL JOINS THE LEDGE TO THE
 LX6423'MAINLAND.  ABOUT 5 METERS NE OF STATION THIS SEA-WALL RIGHT ANGLES
 LX6423'TO THE EASTWARD TO JOIN THE SHORE END OF A RIP-RAP
 LX6423'BREAKWATER.  THIS BREAKWATER PROTECTS THE SMALL BOAT ANCHORAGE
 LX6423'OFF THE PINE ORCHARD CLUB.  POINT WHERE SEA-WALL LEAVES MAINLAND
 LX6423'AT PROPERTY CORNER BEARS N 5 DEG E (MAGNETIC) AND IS 26 METERS
 LX6423'DISTANT.  STATION IS 11.5 METERS FROM SOUTHWESTERLY EXTREMITY
 LX6423'OF LEDGE.
 LX6423'
 LX6423'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6423'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, AND 12A.
 LX6423'
 LX6423'REFERENCE MARK NO.1 IS IN CONCRETE TOP OF SEA-WALL NEAR ITS
 LX6423'NORTHERLY EDGE AND BEARS N 58 DEG E (MAGNETIC).
 LX6423'
 LX6423'REFERENCE MARK NO.2 IS IN SAME LEDGE AS STATION AND BEARS S
 LX6423'85 DEG E (MAGNETIC).
 LX6423'
 LX6423'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 LX6423
 LX6423                          STATION RECOVERY (1961)
 LX6423
 LX6423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6423'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE STATION
 LX6423'IS STAMPED, BROWN 1933 AND THE R.M.S ARE STAMPED, NO.1 1933 AND
 LX6423'NO.2 1933.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS
 LX6423'COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6885 ***********************************************************************
 LX6885  DESIGNATION -  BROWN
 LX6885  PID         -  LX6885
 LX6885  STATE/COUNTY-  CT/MIDDLESEX
 LX6885  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6885
 LX6885                         *CURRENT SURVEY CONTROL
 LX6885  ___________________________________________________________________
 LX6885* NAD 83(1996)-  41 30 30.72633(N)    072 32 48.44943(W)     ADJUSTED  
 LX6885* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LX6885  ___________________________________________________________________
 LX6885  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX6885  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6885
 LX6885  HORZ ORDER  -  THIRD
 LX6885
 LX6885.The horizontal coordinates were established by classical geodetic methods
 LX6885.and adjusted by the National Geodetic Survey in August 1998..
 LX6885
 LX6885.The orthometric height was scaled from a topographic map.
 LX6885
 LX6885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6885
 LX6885.The geoid height was determined by GEOID03.
 LX6885
 LX6885;                    North         East     Units Scale Factor Converg.
 LX6885;SPC CT       -   227,406.939   321,765.212   MT  0.99998324   +0 08 05.1
 LX6885;SPC CT       -   746,084.27  1,055,658.03   sFT  0.99998324   +0 08 05.1
 LX6885;UTM  18      - 4,598,117.462   704,732.413   MT  1.00011585   +1 37 35.0
 LX6885
 LX6885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6885!SPC CT       -   0.99999515  x   0.99998324  =   0.99997839
 LX6885!UTM  18      -   0.99999515  x   1.00011585  =   1.00011100
 LX6885
 LX6885|---------------------------------------------------------------------|
 LX6885| PID    Reference Object                     Distance      Geod. Az  |
 LX6885|                                                           dddmmss.s |
 LX6885| CZ7112 BROWN RM 1                           26.720 METERS 00433     |
 LX6885| CZ7113 BROWN RM 2                           12.140 METERS 11628     |
 LX6885| LX6891 CARLSONS BARN GABLE                 APPROX. 1.2 KM 1352341.0 |
 LX6885| LX6134 DARLEYS CHIMNEY                     APPROX. 1.3 KM 1580440.2 |
 LX6885| LX6133 DARLEYS BARN CUPOLA                 APPROX. 1.2 KM 1632721.7 |
 LX6885| LX6131 HIGGANUM ST PETERS RC CHURCH        APPROX. 1.2 KM 1945045.2 |
 LX6885| LX6144 BROSMITHS GABLE                     APPROX. 1.5 KM 2004554.0 |
 LX6885| LX6879 BROWNS BOATHOUSE GABLE              431.644 METERS 2073556.1 |
 LX6885| LX6143 HIGGANUM CONG CHURCH BELFRY         APPROX. 1.4 KM 2094848.7 |
 LX6885| LX6145 FRISSEL FABRIC CO ELEV TANK         APPROX. 1.2 KM 2181439.1 |
 LX6885| LX6141 HIGGANUM ICE CO STACK               APPROX. 1.8 KM 2205946.4 |
 LX6885| LX6142 KELLNERS TOWER                      APPROX. 1.8 KM 2261130.1 |
 LX6885| LX6865 DOYLES TOWER                        APPROX. 1.1 KM 2291831.1 |
 LX6885|---------------------------------------------------------------------|
 LX6885
 LX6885                          SUPERSEDED SURVEY CONTROL
 LX6885
 LX6885  NAD 83(1992)-  41 30 30.72560(N)    072 32 48.44932(W) AD(       ) 3
 LX6885  NAD 83(1986)-  41 30 30.72749(N)    072 32 48.45171(W) AD(       ) 3
 LX6885  NAD 27      -  41 30 30.36500(N)    072 32 50.13700(W) AD(       ) 3
 LX6885
 LX6885.Superseded values are not recommended for survey control.
 LX6885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6885.See file dsdata.txt to determine how the superseded data were derived.
 LX6885
 LX6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0473298117(NAD 83)
 LX6885_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6885_SETTING: 66 = SET IN ROCK OUTCROP
 LX6885_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6885+STABILITY: POSITION/ELEVATION WELL
 LX6885
 LX6885  HISTORY     - Date     Condition        Report By
 LX6885  HISTORY     - 1934     MONUMENTED       CGS
 LX6885  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6885
 LX6885                          STATION DESCRIPTION
 LX6885
 LX6885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6885'THIS STATION IS AT THE TOP OF THE VERTICAL CLIFF DIRECTLY
 LX6885'BEHIND THE CLUBHOUSE AT THE CLARKHURST GOLF LINKS.  THE CLIFF
 LX6885'IS ABOUT 60 FEET HIGH, 1 METER SW OF THE STATION THE ROCK
 LX6885'DROPS 4.5 FEET, 2.9 METERS FURTHER ON IS THE VERTICAL FACE OF
 LX6885'THE CLIFF.  THE HIGGANUM RAILROAD STATION BEARS S 35 DEG
 LX6885'(MAGNETIC).  THE CLIFF IS HIGHER NORTHWESTERLY OF THE STATION,
 LX6885'BUT SLOPE IS GRADUAL AND MORE WOODED.
 LX6885'
 LX6885'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 LX6885'HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE
 LX6885'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS
 LX6885'DESCRIBED IN NOTE 12A.  REFERENCE MARK NO.1 IS AT THE NW CORNER
 LX6885'OF A 7-FOOT VERTICAL OUTCROPPING INSHORE OF THE STATION.  IT
 LX6885'BEARS N 15 DEG E (MAGNETIC).  REFERENCE MARK NO.2 IS AT THE EDGE
 LX6885'OF A 5-FOOT DROP IN THE LEDGE, 5 FEET FURTHER ON IS THE
 LX6885'CLIFF FACE .  IT IS SLIGHTLY LOWER THAN THE STATION AND
 LX6885'BEARS S 50 DEG E (MAGNETIC)9
 LX6885'
 LX6885'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 LX6885
 LX6885                          STATION RECOVERY (1948)
 LX6885
 LX6885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6885'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 LX6885'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0722 ***********************************************************************
 LW0722  DESIGNATION -  BROWN 2
 LW0722  PID         -  LW0722
 LW0722  STATE/COUNTY-  CT/NEW LONDON
 LW0722  USGS QUAD   -  MYSTIC (1984)
 LW0722
 LW0722                         *CURRENT SURVEY CONTROL
 LW0722  ___________________________________________________________________
 LW0722* NAD 83(1996)-  41 20 31.64251(N)    071 57 45.04195(W)     ADJUSTED  
 LW0722* NAVD 88     -         8.193  (meters)      26.88   (feet)  ADJUSTED  
 LW0722  ___________________________________________________________________
 LW0722  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 LW0722  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0722  DYNAMIC HT  -           8.190 (meters)      26.87  (feet)  COMP
 LW0722  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0722
 LW0722  HORZ ORDER  -  THIRD
 LW0722  VERT ORDER  -  FIRST     CLASS I
 LW0722
 LW0722.The horizontal coordinates were established by classical geodetic methods
 LW0722.and adjusted by the National Geodetic Survey in August 1998..
 LW0722.No horizontal observational check was made to the station.
 LW0722
 LW0722.The orthometric height was determined by differential leveling
 LW0722.and adjusted by the National Geodetic Survey in June 1991..
 LW0722
 LW0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0722
 LW0722.The geoid height was determined by GEOID03.
 LW0722
 LW0722.The dynamic height is computed by dividing the NAVD 88
 LW0722.geopotential number by the normal gravity value computed on the
 LW0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0722.degrees latitude (g = 980.6199 gals.).
 LW0722
 LW0722.The modeled gravity was interpolated from observed gravity values.
 LW0722
 LW0722;                    North         East     Units Scale Factor Converg.
 LW0722;SPC CT       -   209,205.502   370,710.651   MT  0.99998870   +0 31 19.7
 LW0722;SPC CT       -   686,368.38  1,216,239.86   sFT  0.99998870   +0 31 19.7
 LW0722;SPC RI       -    28,843.690    61,288.594   MT  1.00001218   -0 18 19.9
 LW0722;SPC RI       -    94,631.34    201,077.66   sFT  1.00001218   -0 18 19.9
 LW0722;UTM  19      - 4,580,972.075   252,126.747   MT  1.00035621   -1 57 28.4
 LW0722;UTM  18      - 4,581,189.272   754,147.298   MT  1.00039498   +2 00 27.0
 LW0722
 LW0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0722!SPC CT       -   1.00000352  x   0.99998870  =   0.99999222
 LW0722!SPC RI       -   1.00000352  x   1.00001218  =   1.00001570
 LW0722!UTM  19      -   1.00000352  x   1.00035621  =   1.00035973
 LW0722!UTM  18      -   1.00000352  x   1.00039498  =   1.00039850
 LW0722
 LW0722|---------------------------------------------------------------------|
 LW0722| PID    Reference Object                     Distance      Geod. Az  |
 LW0722|                                                           dddmmss.s |
 LW0722| CB7164 BROWN RM 1                                         18838     |
 LW0722| LW3397 PINE POINT                          APPROX. 0.8 KM 2633351.2 |
 LW0722| LW0723 BROWN 2 RM 3                                       28706     |
 LW0722| LW3428 BROWN                                 9.046 METERS 33614     |
 LW0722|---------------------------------------------------------------------|
 LW0722
 LW0722                          SUPERSEDED SURVEY CONTROL
 LW0722
 LW0722  NAD 83(1992)-  41 20 31.64127(N)    071 57 45.04106(W) AD(       ) 3
 LW0722  NAD 83(1986)-  41 20 31.64149(N)    071 57 45.04502(W) AD(       ) 3
 LW0722  NAD 27      -  41 20 31.29000(N)    071 57 46.78500(W) AD(       ) 3
 LW0722  NGVD 29 (??/??/92)    8.483  (m)           27.83   (f) ADJ UNCH    1 1
 LW0722
 LW0722.Superseded values are not recommended for survey control.
 LW0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0722.See file dsdata.txt to determine how the superseded data were derived.
 LW0722
 LW0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5212780972(NAD 83)
 LW0722_MARKER: DS = TRIANGULATION STATION DISK
 LW0722_SETTING: 80 = SET IN A BOULDER
 LW0722_SP_SET: BOULDER
 LW0722_STAMPING: BROWN 2 1948
 LW0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0722+STABILITY: SURFACE MOTION
 LW0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0722+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW0722
 LW0722  HISTORY     - Date     Condition        Report By
 LW0722  HISTORY     - 1948     MONUMENTED       CGS
 LW0722  HISTORY     - 1954     GOOD             CGS
 LW0722  HISTORY     - 1965     GOOD             CGS
 LW0722  HISTORY     - 1965     GOOD             NGS
 LW0722  HISTORY     - 1974     GOOD             CTGS
 LW0722  HISTORY     - 1984     GOOD             USPSQD
 LW0722  HISTORY     - 1984     GOOD             USPSQD
 LW0722  HISTORY     - 1987     POOR             USPSQD
 LW0722  HISTORY     - 1988     GOOD             USPSQD
 LW0722  HISTORY     - 20020213 GOOD             USPSQD
 LW0722
 LW0722                          STATION DESCRIPTION
 LW0722
 LW0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW0722'THIS STATION IS BEST REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 LW0722'1 AND THE MASONS ISLAND ROAD.  FOLLOW THE MASONS ISLAND ROAD 0.7
 LW0722'MILE TO A POINT JUST ACROSS THE MASONS ISLAND BRIDGE.  AT THIS
 LW0722'POINT TURN RIGHT ON A NARROW DIRT AND ROCK ROAD AND FOLLOW 0.15
 LW0722'MILE TO STATION SITE.  THE STATION, FROM THIS POINT, IS 70 FEET
 LW0722'W OF ROAD, ON TOP OF THE LARGEST BOULDER IN THE AREA.
 LW0722'
 LW0722'STATION MARK IS A DISK SET IN A DRILL HOLE IN THE TOP OF A
 LW0722'BOULDER APPROXIMATELY 3.5 METERS LONG, 2.5 METERS WIDE, AND 1.5
 LW0722'METERS HIGH.  IT IS STAMPED BROWN 2 1948.
 LW0722'
 LW0722'REFERENCE MARK 1 IS A BRONZE DISK SET IN A DRILL HOLE IN AN
 LW0722'OUTCROPPING LEDGE S OF THE STATION.  IT IS STAMPED BROWN 1934.
 LW0722'
 LW0722'REFERENCE MARK 3 IS A BRONZE DISK SET IN A DRILL HOLE IN THE
 LW0722'TOP OF AN OUTCROPPING LEDGE NW OF THE STATION.  IT IS STAMPED BROWN
 LW0722'2 1948.
 LW0722'
 LW0722'REFERENCE MARKS 1 AND 3 ARE APPROXIMATELY FLUSH WITH THE GROUND.
 LW0722
 LW0722                          STATION RECOVERY (1954)
 LW0722
 LW0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW0722'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW0722'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW0722'
 LW0722'STATION BROWN 1934 IS THE SHANK OF A BRONZE DISK SET IN A DRILL
 LW0722'HOLE IN A BOULDER, THE FIRST LARGE BOULDER TO THE S OF THE ONLY
 LW0722'RESIDENCE ON THE POINT.
 LW0722
 LW0722                          STATION RECOVERY (1965)
 LW0722
 LW0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LW0722'THE STATION AND REFERENCE MARK NO. 3 WAS RECOVERED AND BOTH IN
 LW0722'GOOD CONDITION.
 LW0722'
 LW0722'THE STATION MAY BE REACHED BY GOING 0.75 MILE SOUTHEAST ALONG
 LW0722'U.S. HIGHWAY 1 FROM THE POST OFFICE AT MYSTIC, THENCE 0.7 MILE
 LW0722'SOUTHWEST ALONG MASON ISLAND ROAD, THENCE 0.15 MILE NORTH ALONG A
 LW0722'BLACK TOP ROAD, ON MASON ISLAND, 81 FEET WEST OF THE CENTER LINE
 LW0722'OF THE BLACK TOP ROAD, 45 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 LW0722'HOUSE, 66 FEET NORTH OF THE NORTHWEST CORNER OF ANOTHER HOUSE,
 LW0722'SET IN THE TOP OF AN 11-BY-8-FOOT BURIED BOULDER WHICH IS THE
 LW0722'LARGEST BOULDER IN AREA AND PROJECTS ABOUT 5 FEET ABOVE THE
 LW0722'LEVEL OF THE GROUND.  THE DISK IS STAMPED BROWN 2 1948.
 LW0722'
 LW0722'RM NO. 3 IS 74 FEET NORTHWEST OF THE STATION, 10-1/2 FEET
 LW0722'NORTHEAST OF POWER LINE POLE NO. 3796, 41.3 FEET NORTHEAST OF
 LW0722'THE NORTHEAST CORNER OF A SMALL HOUSE, 155 FEET WEST OF THE CENTER
 LW0722'LINE OF A BLACK TOP ROAD, SET IN THE TOP OF A 2-BY-2-FOOT EXPOSED
 LW0722'BOULDER WHICH IS ABOUT LEVEL WITH THE GROUND.  THE DISK WAS
 LW0722'STAMPED BROWN 2 RM 3 1948.
 LW0722
 LW0722                          STATION RECOVERY (1965)
 LW0722
 LW0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0722'1.6 MI SE FROM MYSTIC.
 LW0722'0.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0722'AT MYSTIC, THENCE 0.7 MILE SOUTHWEST ALONG MASON ISLAND ROAD,
 LW0722'THENCE 0.15 MILE NORTH ALONG A BLACK TOP ROAD, ON MASON ISLAND,
 LW0722'81 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD, SET ON
 LW0722'THE TOP OF A 11-BY-8-FOOT BURIED BOULDER WHICH IS THE LARGEST
 LW0722'BOULDER IN THE AREA, 45 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 LW0722'HOUSE, 66 FEET NORTH OF THE NORTHWEST CORNER OF ANOTHER HOUSE,
 LW0722'AND ABOUT 5 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0722
 LW0722                          STATION RECOVERY (1974)
 LW0722
 LW0722'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (AK)
 LW0722'BROWN 2 1948 EXCELLENT
 LW0722'
 LW0722'BROWN 2 NO. 3 1948 EXCELLENT
 LW0722'
 LW0722'BOULDER WITH STATION ON IT, IS OVERGROWN WITH LOW SHRUBS.
 LW0722
 LW0722                          STATION RECOVERY (1984)
 LW0722
 LW0722'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW0722'BROWN 2 RECOVERED GOOD.
 LW0722'
 LW0722'STATION AND REFERENCE MARK NO. 3 WAS RECOVERED IN GOOD CONDITION.
 LW0722'DESCRIPTION IS ADEQUATE.
 LW0722
 LW0722                          STATION RECOVERY (1984)
 LW0722
 LW0722'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0722'RECOVERED IN GOOD CONDITION.
 LW0722
 LW0722                          STATION RECOVERY (1987)
 LW0722
 LW0722'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0722'MARK RECOVERED IN POOR CONDITION.
 LW0722
 LW0722                          STATION RECOVERY (1988)
 LW0722
 LW0722'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW0722'RECOVERED IN GOOD CONDITION.
 LW0722
 LW0722                          STATION RECOVERY (2002)
 LW0722
 LW0722'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW0722'1965 DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0723 ***********************************************************************
 LW0723  DESIGNATION -  BROWN 2 RM 3
 LW0723  PID         -  LW0723
 LW0723  STATE/COUNTY-  CT/NEW LONDON
 LW0723  USGS QUAD   -  MYSTIC (1984)
 LW0723
 LW0723                         *CURRENT SURVEY CONTROL
 LW0723  ___________________________________________________________________
 LW0723* NAD 83(1986)-  41 20 31.     (N)    071 57 44.     (W)     SCALED    
 LW0723* NAVD 88     -         6.647  (meters)      21.81   (feet)  ADJUSTED  
 LW0723  ___________________________________________________________________
 LW0723  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0723  DYNAMIC HT  -           6.644 (meters)      21.80  (feet)  COMP
 LW0723  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0723
 LW0723  VERT ORDER  -  FIRST     CLASS I
 LW0723
 LW0723.The horizontal coordinates were scaled from a topographic map and have
 LW0723.an estimated accuracy of +/- 6 seconds.
 LW0723
 LW0723.The orthometric height was determined by differential leveling
 LW0723.and adjusted by the National Geodetic Survey in June 1991..
 LW0723
 LW0723.The geoid height was determined by GEOID03.
 LW0723
 LW0723.The dynamic height is computed by dividing the NAVD 88
 LW0723.geopotential number by the normal gravity value computed on the
 LW0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0723.degrees latitude (g = 980.6199 gals.).
 LW0723
 LW0723.The modeled gravity was interpolated from observed gravity values.
 LW0723
 LW0723;                    North         East    Units  Estimated Accuracy
 LW0723;SPC CT       -   209,190.      370,740.      MT  (+/- 180 meters Scaled)
 LW0723
 LW0723                          SUPERSEDED SURVEY CONTROL
 LW0723
 LW0723  NGVD 29 (??/??/92)    6.937  (m)           22.76   (f) ADJ UNCH    1 1
 LW0723
 LW0723.Superseded values are not recommended for survey control.
 LW0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0723.See file dsdata.txt to determine how the superseded data were derived.
 LW0723
 LW0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF521809(NAD 83)
 LW0723_MARKER: DR = REFERENCE MARK DISK
 LW0723_SETTING: 80 = SET IN A BOULDER
 LW0723_SP_SET: BOULDER
 LW0723_STAMPING: BROWN 2 RM 3 1948
 LW0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0723+STABILITY: SURFACE MOTION
 LW0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0723+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW0723
 LW0723  HISTORY     - Date     Condition        Report By
 LW0723  HISTORY     - 1948     MONUMENTED       CGS
 LW0723  HISTORY     - 1965     GOOD             NGS
 LW0723  HISTORY     - 1984     GOOD             USPSQD
 LW0723  HISTORY     - 1987     POOR             USPSQD
 LW0723  HISTORY     - 20020213 GOOD             USPSQD
 LW0723
 LW0723                          STATION DESCRIPTION
 LW0723
 LW0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0723'1.6 MI SE FROM MYSTIC.
 LW0723'0.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0723'AT MYSTIC THENCE 0.7 MILE SOUTHWEST ALONG MASON ISLAND ROAD,
 LW0723'THENCE 0.15 MILE NORTH ALONG A BLACK TOP ROAD, ON MASON ISLAND
 LW0723'ROAD, SET ON THE TOP OF A 2-BY-2 FOOT EXPOSED BOULDER, 155 FEET
 LW0723'WEST OF THE CENTER LINE OF BLACK TOP ROAD, 41.3 FEET NORTHEAST
 LW0723'OF THE NORTHEAST CORNER OF A SMALL FRAME HOUSE, 10 1/2 FEET
 LW0723'NORTHEAST OF POWER LINE POLE NO. 3796, 74 FEET NORTHWEST OF THE
 LW0723'STATION AND ABOUT LEVEL WITH THE GROUND.
 LW0723
 LW0723                          STATION RECOVERY (1984)
 LW0723
 LW0723'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0723'RECOVERED IN GOOD CONDITION.
 LW0723
 LW0723                          STATION RECOVERY (1987)
 LW0723
 LW0723'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0723'MARK RECOVERED IN POOR CONDITION.
 LW0723
 LW0723                          STATION RECOVERY (2002)
 LW0723
 LW0723'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6422 ***********************************************************************
 LX6422  DESIGNATION -  BROWN POINT CHIMNEY
 LX6422  PID         -  LX6422
 LX6422  STATE/COUNTY-  CT/NEW HAVEN
 LX6422  USGS QUAD   -  BRANFORD (1984)
 LX6422
 LX6422                         *CURRENT SURVEY CONTROL
 LX6422  ___________________________________________________________________
 LX6422* NAD 83(1996)-  41 15 49.63676(N)    072 46 24.68131(W)     ADJUSTED  
 LX6422* NAVD 88     -                                                        
 LX6422  ___________________________________________________________________
 LX6422  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX6422  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6422
 LX6422  HORZ ORDER  -  THIRD
 LX6422
 LX6422.The horizontal coordinates were established by classical geodetic methods
 LX6422.and adjusted by the National Geodetic Survey in August 1998..
 LX6422
 LX6422
 LX6422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6422
 LX6422.The geoid height was determined by GEOID03.
 LX6422
 LX6422;                    North         East     Units Scale Factor Converg.
 LX6422;SPC CT       -   200,205.657   302,829.455   MT  0.99999417   -0 00 56.1
 LX6422;SPC CT       -   656,841.39    993,532.97   sFT  0.99999417   -0 00 56.1
 LX6422;SPC NY L     -   122,554.660   402,776.195   MT  1.00002092   +0 48 08.0
 LX6422;SPC NY L     -   402,081.41  1,321,441.57   sFT  1.00002092   +0 48 08.0
 LX6422;UTM  18      - 4,570,431.333   686,507.823   MT  1.00002812   +1 28 07.8
 LX6422
 LX6422                          SUPERSEDED SURVEY CONTROL
 LX6422
 LX6422  NAD 83(1992)-  41 15 49.63587(N)    072 46 24.68113(W) AD(       ) 4
 LX6422  NAD 83(1986)-  41 15 49.63783(N)    072 46 24.68438(W) AD(       ) 4
 LX6422  NAD 27      -  41 15 49.29000(N)    072 46 26.33400(W) AD(       ) 3
 LX6422
 LX6422.Superseded values are not recommended for survey control.
 LX6422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6422.See file dsdata.txt to determine how the superseded data were derived.
 LX6422
 LX6422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8650870431(NAD 83)
 LX6422
 LX6422  HISTORY     - Date     Condition        Report By
 LX6422  HISTORY     - 1933     MONUMENTED       CGS
 LX6422  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6422  HISTORY     - 19910106 GOOD             USPSQD
 LX6422
 LX6422                          STATION DESCRIPTION
 LX6422
 LX6422'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6422'THIS HOUSE IS ON THE SE EXTREMITY OF BROWN POINT.  THE HOUSE IS
 LX6422'THREE STORIES HIGH AND SHINGLED, TOP AND SIDES, WITH WEATHERED
 LX6422'WOOD SHINGLES.  THE ROOF SLOPES FOUR WAYS TO AN APEX.  THE CHIMNEY
 LX6422'RISES NEAR THIS APEX.  GROUND PLAN OF HOUSE IS NEARLY SQUARE.
 LX6422'
 LX6422'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6422
 LX6422                          STATION RECOVERY (1961)
 LX6422
 LX6422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6422'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LX6422'COMPLETE AND ADEQUATE WITH THE FOLLOWING ADDITION.  THE HOUSE
 LX6422'NOW BELONGS TO THE FLANDERS.
 LX6422
 LX6422                          STATION RECOVERY (1991)
 LX6422
 LX6422'RECOVERY NOTE BY US POWER SQUADRON 1991 (CT)
 LX6422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6889 ***********************************************************************
 LX6889  DESIGNATION -  BROWNS BARN GABLE
 LX6889  PID         -  LX6889
 LX6889  STATE/COUNTY-  CT/MIDDLESEX
 LX6889  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6889
 LX6889                         *CURRENT SURVEY CONTROL
 LX6889  ___________________________________________________________________
 LX6889* NAD 83(1996)-  41 30 24.11026(N)    072 32 31.21543(W)     ADJUSTED  
 LX6889* NAVD 88     -                                                        
 LX6889  ___________________________________________________________________
 LX6889  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX6889  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6889
 LX6889  HORZ ORDER  -  THIRD
 LX6889
 LX6889.The horizontal coordinates were established by classical geodetic methods
 LX6889.and adjusted by the National Geodetic Survey in August 1998..
 LX6889
 LX6889
 LX6889.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6889
 LX6889.The geoid height was determined by GEOID03.
 LX6889
 LX6889;                    North         East     Units Scale Factor Converg.
 LX6889;SPC CT       -   227,203.781   322,165.358   MT  0.99998325   +0 08 16.5
 LX6889;SPC CT       -   745,417.74  1,056,970.85   sFT  0.99998325   +0 08 16.5
 LX6889;UTM  18      - 4,597,924.764   705,137.765   MT  1.00011790   +1 37 46.2
 LX6889
 LX6889                          SUPERSEDED SURVEY CONTROL
 LX6889
 LX6889  NAD 83(1992)-  41 30 24.10953(N)    072 32 31.21532(W) AD(       ) 4
 LX6889  NAD 83(1986)-  41 30 24.11137(N)    072 32 31.21780(W) AD(       ) 4
 LX6889  NAD 27      -  41 30 23.74800(N)    072 32 32.90500(W) AD(       ) 3
 LX6889
 LX6889.Superseded values are not recommended for survey control.
 LX6889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6889.See file dsdata.txt to determine how the superseded data were derived.
 LX6889
 LX6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0513897925(NAD 83)
 LX6889
 LX6889  HISTORY     - Date     Condition        Report By
 LX6889  HISTORY     - 1935     MONUMENTED       CGS
 LX6889  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6889  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 LX6889
 LX6889                          STATION DESCRIPTION
 LX6889
 LX6889'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6889'THE BARN IS ON THE PROPERTY OF WILLIAM H. BROWN, OWNER OF
 LX6889'CLARKHURST.  IT IS ABOUT 160 METERS W OF THE ROAD AT THE GATE
 LX6889'MARKING THE END OF THE PUBLIC HIGHWAY.
 LX6889'
 LX6889'THE BARN IS A LONG BUILDING WITH GABLES FACING ALMOST E AND
 LX6889'W.  THE BARN BASEMENT IS OPEN ALONG THE SOUTHERLY SIDE.  THERE IS
 LX6889'A SINGLE WOODEN VENTILATING CUPOLA IN THE MIDDLE OF THE
 LX6889'ROOF.  CUPOLA ROOF HAS A WOODEN FINIAL AT THE APEX.  BARN IS
 LX6889'PAINTED RED.
 LX6889'
 LX6889'CENTER IS APEX OF W GABLE.
 LX6889
 LX6889                          STATION RECOVERY (1948)
 LX6889
 LX6889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6889'THE BARN IS NO LONGER IN EXISTENCE.  IT IS RECOMMENDED THAT THE
 LX6889'STATION BE CONSIDERED DESTROYED.
 LX6889
 LX6889                          STATION RECOVERY (1997)
 LX6889
 LX6889'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6889'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6879 ***********************************************************************
 LX6879  DESIGNATION -  BROWNS BOATHOUSE GABLE
 LX6879  PID         -  LX6879
 LX6879  STATE/COUNTY-  CT/MIDDLESEX
 LX6879  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6879
 LX6879                         *CURRENT SURVEY CONTROL
 LX6879  ___________________________________________________________________
 LX6879* NAD 83(1996)-  41 30 18.32705(N)    072 32 57.07203(W)     ADJUSTED  
 LX6879* NAVD 88     -                                                        
 LX6879  ___________________________________________________________________
 LX6879  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LX6879  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6879
 LX6879  HORZ ORDER  -  THIRD
 LX6879
 LX6879.The horizontal coordinates were established by classical geodetic methods
 LX6879.and adjusted by the National Geodetic Survey in August 1998..
 LX6879
 LX6879
 LX6879.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6879
 LX6879.The geoid height was determined by GEOID03.
 LX6879
 LX6879;                    North         East     Units Scale Factor Converg.
 LX6879;SPC CT       -   227,023.948   321,566.144   MT  0.99998326   +0 07 59.3
 LX6879;SPC CT       -   744,827.74  1,055,004.92   sFT  0.99998326   +0 07 59.3
 LX6879;UTM  18      - 4,597,729.368   704,543.356   MT  1.00011490   +1 37 28.9
 LX6879
 LX6879                          SUPERSEDED SURVEY CONTROL
 LX6879
 LX6879  NAD 83(1992)-  41 30 18.32631(N)    072 32 57.07192(W) AD(       ) 4
 LX6879  NAD 83(1986)-  41 30 18.32815(N)    072 32 57.07436(W) AD(       ) 4
 LX6879  NAD 27      -  41 30 17.96600(N)    072 32 58.75900(W) AD(       ) 3
 LX6879
 LX6879.Superseded values are not recommended for survey control.
 LX6879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6879.See file dsdata.txt to determine how the superseded data were derived.
 LX6879
 LX6879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0454397729(NAD 83)
 LX6879
 LX6879  HISTORY     - Date     Condition        Report By
 LX6879  HISTORY     - 1934     MONUMENTED       CGS
 LX6879  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6879  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6879
 LX6879                          STATION DESCRIPTION
 LX6879
 LX6879'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6879'THE BOATHOUSE ON WM. H. BROWNS CLARKHURST ESTATE IS AT THE RIVERS
 LX6879'EDGE SW OF THE CLUBHOUSE.
 LX6879'
 LX6879'THE BUILDING MEASURES ABOUT 30 FEET BY 12 FEET WITH THE LONG
 LX6879'AXIS PARALLEL TO THE RIVER.  IT IS ABOUT 12 FEET HIGH TO THE
 LX6879'EAVES.  DOUBLE DOORS TAKE IN THE ENTIRE WIDTH OF THE S END.  IT
 LX6879'IS PAINTED WHITE WITH WOOD SHINGLED ROOF.
 LX6879'
 LX6879'CENTER IS THE APEX OF THE S GABLE.
 LX6879
 LX6879                          STATION RECOVERY (1948)
 LX6879
 LX6879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6879'THE BOATHOUSE HAS BEEN DESTROYED.  IT IS RECOMMENDED THAT THE
 LX6879'STATION BE CONSIDERED DESTROYED.
 LX6879
 LX6879                          STATION RECOVERY (1997)
 LX6879
 LX6879'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6875 ***********************************************************************
 LX6875  DESIGNATION -  BROWNS GABLE
 LX6875  PID         -  LX6875
 LX6875  STATE/COUNTY-  CT/MIDDLESEX
 LX6875  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6875
 LX6875                         *CURRENT SURVEY CONTROL
 LX6875  ___________________________________________________________________
 LX6875* NAD 83(1996)-  41 33 36.38344(N)    072 33 00.80063(W)     ADJUSTED  
 LX6875* NAVD 88     -                                                        
 LX6875  ___________________________________________________________________
 LX6875  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LX6875  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6875
 LX6875  HORZ ORDER  -  THIRD
 LX6875
 LX6875.The horizontal coordinates were established by classical geodetic methods
 LX6875.and adjusted by the National Geodetic Survey in August 1998..
 LX6875
 LX6875
 LX6875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6875
 LX6875.The geoid height was determined by GEOID03.
 LX6875
 LX6875;                    North         East     Units Scale Factor Converg.
 LX6875;SPC CT       -   233,133.900   321,465.547   MT  0.99998325   +0 07 56.9
 LX6875;SPC CT       -   764,873.47  1,054,674.88   sFT  0.99998325   +0 07 56.9
 LX6875;UTM  18      - 4,603,835.428   704,283.629   MT  1.00011359   +1 37 32.7
 LX6875
 LX6875                          SUPERSEDED SURVEY CONTROL
 LX6875
 LX6875  NAD 83(1992)-  41 33 36.38276(N)    072 33 00.80053(W) AD(       ) 4
 LX6875  NAD 83(1986)-  41 33 36.38452(N)    072 33 00.80272(W) AD(       ) 4
 LX6875  NAD 27      -  41 33 36.02600(N)    072 33 02.47700(W) AD(       ) 3
 LX6875
 LX6875.Superseded values are not recommended for survey control.
 LX6875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6875.See file dsdata.txt to determine how the superseded data were derived.
 LX6875
 LX6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0428403835(NAD 83)
 LX6875
 LX6875  HISTORY     - Date     Condition        Report By
 LX6875  HISTORY     - 1935     MONUMENTED       CGS
 LX6875  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6875
 LX6875                          STATION DESCRIPTION
 LX6875
 LX6875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6875'RESIDENCE OF EDITH MC LEAN BROWN IS ON THE NW SIDE OF A ROAD
 LX6875'RUNNING BETWEEN ROUTE 14 AND ROUTE 151 AT THE MIDDLE HADDAM
 LX6875'CONGREGATIONAL CHURCH.  IT IS 0.3 MILE FROM THE CHURCH, ELEVATED
 LX6875'ABOUT 10 FEET ABOVE THE ROAD.
 LX6875'
 LX6875'THE HOUSE IS A LARGE RECTANGULAR NEW ENGLAND TYPE FARMHOUSE
 LX6875'WITH A SQUARE BRICK CHIMNEY IN THE MIDDLE OF THE ROOF.  IT IS
 LX6875'PAINTED WHITE WITH GREEN SHUTTERS.  THE GABLE ENDS FACE SW AND
 LX6875'NE.  EACH GABLE END HAS FIVE IDENTICAL WINDOWS.
 LX6875'
 LX6875'CENTER IS THE APEX OF THE SW GABLE.
 LX6875
 LX6875                          STATION RECOVERY (1948)
 LX6875
 LX6875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6875'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6251 ***********************************************************************
 LX6251  DESIGNATION -  BROWNS ISLAND CHIMNEY
 LX6251  PID         -  LX6251
 LX6251  STATE/COUNTY-  CT/NEW HAVEN
 LX6251  USGS QUAD   -  GUILFORD (1984)
 LX6251
 LX6251                         *CURRENT SURVEY CONTROL
 LX6251  ___________________________________________________________________
 LX6251* NAD 83(1996)-  41 15 21.63756(N)    072 42 46.36066(W)     ADJUSTED  
 LX6251* NAVD 88     -                                                        
 LX6251  ___________________________________________________________________
 LX6251  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6251  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX6251
 LX6251  HORZ ORDER  -  THIRD
 LX6251
 LX6251.The horizontal coordinates were established by classical geodetic methods
 LX6251.and adjusted by the National Geodetic Survey in August 1998..
 LX6251
 LX6251
 LX6251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6251
 LX6251.The geoid height was determined by GEOID03.
 LX6251
 LX6251;                    North         East     Units Scale Factor Converg.
 LX6251;SPC CT       -   199,342.294   307,911.747   MT  0.99999482   +0 01 28.6
 LX6251;SPC CT       -   654,008.84  1,010,207.12   sFT  0.99999482   +0 01 28.6
 LX6251;SPC NY L     -   121,763.881   407,870.420   MT  1.00001995   +0 50 30.8
 LX6251;SPC NY L     -   399,487.00  1,338,154.87   sFT  1.00001995   +0 50 30.8
 LX6251;UTM  18      - 4,569,699.869   691,611.003   MT  1.00005187   +1 30 31.1
 LX6251
 LX6251                          SUPERSEDED SURVEY CONTROL
 LX6251
 LX6251  NAD 83(1992)-  41 15 21.63668(N)    072 42 46.36053(W) AD(       ) 4
 LX6251  NAD 83(1986)-  41 15 21.63883(N)    072 42 46.36335(W) AD(       ) 4
 LX6251  NAD 27      -  41 15 21.29200(N)    072 42 48.02400(W) AD(       ) 3
 LX6251
 LX6251.Superseded values are not recommended for survey control.
 LX6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6251.See file dsdata.txt to determine how the superseded data were derived.
 LX6251
 LX6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9161169700(NAD 83)
 LX6251
 LX6251  HISTORY     - Date     Condition        Report By
 LX6251  HISTORY     - 1933     MONUMENTED       CGS
 LX6251  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6251
 LX6251                          STATION DESCRIPTION
 LX6251
 LX6251'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6251'BROWNS ISLAND IS THE LARGER OF THE TWO ROCKY ISLETS IN THE
 LX6251'ENTRANCE TO JOSHUA COVE.  STATION IS ON THE ONLY HOUSE ON THE
 LX6251'ISLAND.  THE HOUSE IS 1-1/2 STORIES HIGH, PAINTED WHITE WITH
 LX6251'GRAY SHINGLED ROOF.  THE CHIMNEY IS BUILT OF GRAY GRANITE AND
 LX6251'IS JUST OUTSIDE THE W WALL OF THE HOUSE.
 LX6251'
 LX6251'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6251
 LX6251                          STATION RECOVERY (1961)
 LX6251
 LX6251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6251'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE HOUSE IS NOW
 LX6251'PAINTED RED.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7003 ***********************************************************************
 LX7003  DESIGNATION -  BUCHALTER
 LX7003  PID         -  LX7003
 LX7003  STATE/COUNTY-  CT/MIDDLESEX
 LX7003  USGS QUAD   -  MIDDLETOWN (1992)
 LX7003
 LX7003                         *CURRENT SURVEY CONTROL
 LX7003  ___________________________________________________________________
 LX7003* NAD 83(1996)-  41 30 19.10874(N)    072 39 29.22681(W)     ADJUSTED  
 LX7003* NAVD 88     -       175.8    (meters)     577.     (feet)  VERTCON   
 LX7003  ___________________________________________________________________
 LX7003  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX7003  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7003
 LX7003  HORZ ORDER  -  FIRST
 LX7003
 LX7003.The horizontal coordinates were established by classical geodetic methods
 LX7003.and adjusted by the National Geodetic Survey in August 1998..
 LX7003
 LX7003.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7003
 LX7003.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7003
 LX7003.The geoid height was determined by GEOID03.
 LX7003
 LX7003;                    North         East     Units Scale Factor Converg.
 LX7003;SPC CT       -   227,032.661   312,471.602   MT  0.99998326   +0 03 39.3
 LX7003;SPC CT       -   744,856.32  1,025,167.25   sFT  0.99998326   +0 03 39.3
 LX7003;UTM  18      - 4,597,501.332   695,450.677   MT  1.00007013   +1 33 08.7
 LX7003
 LX7003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7003!SPC CT       -   0.99997707  x   0.99998326  =   0.99996033
 LX7003!UTM  18      -   0.99997707  x   1.00007013  =   1.00004720
 LX7003
 LX7003:                Primary Azimuth Mark                     Grid Az
 LX7003:SPC CT       -  MIDDLETOWN WCNX MAST                     028 50 56.6
 LX7003:UTM  18      -  MIDDLETOWN WCNX MAST                     027 21 27.2
 LX7003
 LX7003|---------------------------------------------------------------------|
 LX7003| PID    Reference Object                     Distance      Geod. Az  |
 LX7003|                                                           dddmmss.s |
 LX7003| LX6933 MIDDLETOWN WCNX MAST                APPROX. 6.6 KM 0285435.9 |
 LX7003| LX6901 BEAR HILL                           APPROX. 5.9 KM 0712010.6 |
 LX7003| CZ7119 BUCHALTER RM 2                       26.672 METERS 11314     |
 LX7003| CZ7118 BUCHALTER RM 1                       14.465 METERS 19254     |
 LX7003| LX6305 DURHAM UNITED CH SPIRE              APPROX. 3.6 KM 2132523.1 |
 LX7003|---------------------------------------------------------------------|
 LX7003
 LX7003                          SUPERSEDED SURVEY CONTROL
 LX7003
 LX7003  NAD 83(1992)-  41 30 19.10799(N)    072 39 29.22677(W) AD(       ) 1
 LX7003  NAD 83(1986)-  41 30 19.11006(N)    072 39 29.22899(W) AD(       ) 1
 LX7003  NAD 27      -  41 30 18.75369(N)    072 39 30.89227(W) AD(       ) 1
 LX7003  NGVD 29 (07/19/86)  176.1    (m)          578.     (f) VERT ANG       
 LX7003
 LX7003.Superseded values are not recommended for survey control.
 LX7003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7003.See file dsdata.txt to determine how the superseded data were derived.
 LX7003
 LX7003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9545197501(NAD 83)
 LX7003_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7003+STABILITY: SURFACE MOTION
 LX7003
 LX7003  HISTORY     - Date     Condition        Report By
 LX7003  HISTORY     - 1976     MONUMENTED       NGS
 LX7003
 LX7003                          STATION DESCRIPTION
 LX7003
 LX7003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX7003'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF STATE HIGHWAY 17,
 LX7003'2 MILES NORTHEAST OF DURHAM AND 4 MILES SOUTH OF THE CENTER OF
 LX7003'MIDDLETOWN.  IT IS ON A HILL THAT IS KNOWN AS ROUND HILL AND
 LX7003'IS ON PROPERTY OWNED BY DR. DANIEL J. BUCHALTER, 80 SOUTH MAIN
 LX7003'STREET, MIDDLETOWN, CONNECTICUT 06457, PHONE NUMBER 347-9811.
 LX7003'
 LX7003'TO REACH THE STATION FROM THE POST OFFICE IN DURHAM, GO
 LX7003'NORTHERLY ON STATE HIGHWAY 17 FOR 0.45 MILE TO THE JUNCTION OF
 LX7003'STATE HIGHWAY 68 ON THE LEFT.  CONTINUE NORTH ON STATE HIGHWAY
 LX7003'17 FOR 2.0 MILES TO A SIDE ROAD ON THE RIGHT.
 LX7003'TURN RIGHT AND GO EAST ON ROUND HILL ROAD FOR 0.5 MILE TO A
 LX7003'FORK.  CONTINUE STRAIGHT AHEAD, EASTERLY ON ROUND HILL ROAD
 LX7003'FOR 0.3 MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LX7003'SOUTHERLY ON THE WOODS ROAD FOR 0.1 MILE TO A TRACK ROAD ON
 LX7003'THE RIGHT.  TURN RIGHT AND GO WESTERLY ON THE TRACK ROAD FOR
 LX7003'0.15 MILE TO THE TOP OF THE HILL AND THE STATION.
 LX7003'
 LX7003'THE STATION MARKS ARE STANDARD DISKS STAMPED---BUCHALTER
 LX7003'1976---.  THE SURFACE DISK IS SET IN TOP OF A ROUND CONCRETE
 LX7003'POST AND IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 LX7003'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 36
 LX7003'INCHES BELOW THE GROUND SURFACE.  THEY ARE 87 FEET NORTHWEST OF
 LX7003'A METAL WITNESS POST, 50.2 FEET NORTH OF A METAL WITNESS POST,
 LX7003'37 FEET SOUTH OF A TWISTED TWIN TRUNK TREE AND 10 FEET NORTH OF
 LX7003'A TWIN TRUNK TREE.
 LX7003'
 LX7003'REFERENCE MARK 1, STAMPED---BUCHALTER NO 1 1976---, IS A
 LX7003'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER AND IS
 LX7003'FLUSH WITH THE GROUND SURFACE.  IT IS 42.6 FEET WEST OF THE
 LX7003'CENTER OF THE TRACK ROAD, 35.5 FEET SOUTH OF A TWIN TRUNK TREE
 LX7003'AND 2.9 FEET NORTH OF A METAL WITNESS POST.
 LX7003'
 LX7003'REFERENCE MARK 2, STAMPED---BUCHALTER NO 2 1976---, IS A
 LX7003'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 LX7003'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND SURFACE.  IT IS 46
 LX7003'FEET NORTHEAST OF THE CENTER OF THE WOODS ROAD, 10 FEET NORTH
 LX7003'OF A TWIN TRUNK TREE AND 3.2 FEET SOUTH OF A METAL WITNESS POST
 LX7003'
 LX7003'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 LX7003'A MAGNET WAS PLACED IN THE TOP OF THE MONUMENT.
 LX7003'
 LX7003'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 22.3 METERS.
 LX7003'
 LX7003'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7231 ***********************************************************************
 LX7231  DESIGNATION -  BUCK
 LX7231  PID         -  LX7231
 LX7231  STATE/COUNTY-  CT/HARTFORD
 LX7231  USGS QUAD   -  TARIFFVILLE (1984)
 LX7231
 LX7231                         *CURRENT SURVEY CONTROL
 LX7231  ___________________________________________________________________
 LX7231* NAD 83(1996)-  41 53 28.31444(N)    072 46 11.03159(W)     ADJUSTED  
 LX7231* NAVD 88     -       161.8    (meters)     531.     (feet)  VERTCON   
 LX7231  ___________________________________________________________________
 LX7231  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LX7231  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX7231
 LX7231  HORZ ORDER  -  FIRST
 LX7231
 LX7231.The horizontal coordinates were established by classical geodetic methods
 LX7231.and adjusted by the National Geodetic Survey in August 1998..
 LX7231
 LX7231.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7231
 LX7231.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7231
 LX7231.The geoid height was determined by GEOID03.
 LX7231
 LX7231;                    North         East     Units Scale Factor Converg.
 LX7231;SPC CT       -   269,888.167   303,163.095   MT  1.00000258   -0 00 47.1
 LX7231;SPC CT       -   885,458.09    994,627.59   sFT  1.00000258   -0 00 47.1
 LX7231;UTM  18      - 4,640,101.393   685,025.028   MT  1.00002128   +1 29 22.6
 LX7231
 LX7231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7231!SPC CT       -   0.99997918  x   1.00000258  =   0.99998176
 LX7231!UTM  18      -   0.99997918  x   1.00002128  =   1.00000046
 LX7231
 LX7231|---------------------------------------------------------------------|
 LX7231| PID    Reference Object                     Distance      Geod. Az  |
 LX7231|                                                           dddmmss.s |
 LX7231| CZ7121 BUCK RM 2                            14.983 METERS 12738     |
 LX7231| LX7255 LOUISE                              APPROX. 3.0 KM 1950936.0 |
 LX7231| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX. 7.6 KM 1981253.0 |
 LX7231| CZ7122 BUCK RM 3                            34.360 METERS 19923     |
 LX7231| CZ7120 BUCK RM 1                            17.463 METERS 35924     |
 LX7231|---------------------------------------------------------------------|
 LX7231
 LX7231                          SUPERSEDED SURVEY CONTROL
 LX7231
 LX7231  NAD 83(1996)-  41 53 28.31422(N)    072 46 11.03167(W) AD(       ) 1
 LX7231  NAD 83(1992)-  41 53 28.31468(N)    072 46 11.03218(W) AD(       ) 1
 LX7231  NAD 83(1992)-  41 53 28.31544(N)    072 46 11.03279(W) AD(       ) 1
 LX7231  NAD 83(1986)-  41 53 28.31594(N)    072 46 11.03343(W) AD(       ) 1
 LX7231  NAD 27      -  41 53 27.96012(N)    072 46 12.69123(W) AD(       ) 1
 LX7231  NGVD 29 (07/19/86)  162.0    (m)          531.     (f) VERT ANG       
 LX7231
 LX7231.Superseded values are not recommended for survey control.
 LX7231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7231.See file dsdata.txt to determine how the superseded data were derived.
 LX7231
 LX7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8502540101(NAD 83)
 LX7231_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7231_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7231+STABILITY: SURFACE MOTION
 LX7231
 LX7231  HISTORY     - Date     Condition        Report By
 LX7231  HISTORY     - 1936     MONUMENTED       CTGS
 LX7231  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX7231  HISTORY     - 1979     GOOD             NGS
 LX7231  HISTORY     - 1980     GOOD             NGS
 LX7231
 LX7231                          STATION DESCRIPTION
 LX7231
 LX7231'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX7231'ON THE SHARP SUMMIT OF A WOODED PEAK ON THE NORTHERLY END OF
 LX7231'TALCOTT MOUNTAIN, ON THE HIGHEST PART OF THE NOTHERN END, BY
 LX7231'AIRLINE ABOUT 2 MILES NORTHEAST OF SIMSBURY AND ABOUT 1-1/4
 LX7231'MILES SOUTHWEST OF TARIFFVILLE, ON OR NEAR THE BOUNDARY LINE
 LX7231'BETWEEN TOWNSHIPS OF BLOOMINGFIELD AND SIMSBURY ON THE PROPERTY
 LX7231'OF HENRY R. BUCK, NORTH OXFORD ST., HARTFORD, ON HIGHEST PART OF
 LX7231'A SHARP NARROW KNOLL RUNNING NORTH AND SOUTH ABOUT 50 FEET
 LX7231'WIDE AND 150 FEET LONG, ON THINLY COVERED ROCK OUTCROP
 LX7231'6 PACES NORTH OF THE REMAINS OF A STEEL TRIPOD, ABOUT 3/4
 LX7231'MILES SOUTHWEST OF THE BARTLETT TOWER, A STONE STRUCTURE
 LX7231'OVERLOOKING TARIFFVILLE.  THE POINT IS 90 YARDS NORTHEAST OF
 LX7231'A SMALL HUNTING CABIN.  STATION MARK IS STAMPED BUCK 1936, AND
 LX7231'IS FLUSH WITH THE GROUND.
 LX7231'
 LX7231'TO REACH FROM POST OFFICE IN TARIFFVILLE AND SOCONY STATION
 LX7231'GO SOUTH ON STATE HIGHWAY 9 FOR 0.15 MILE TO A RAILROAD UNDERPASS,
 LX7231'KEEP STRAIGHT AND GO 0.2 MILE BEARING LEFT AT THIS POINT ON
 LX7231'MAIN ROAD.  CONTINUE 0.9 MILE TO A GRAVEL ROAD, PASSING TO THE
 LX7231'LEFT OF THE CHURCH AND TO THE RIGHT OF A CEMETERY, AND GO 0.5
 LX7231'MILE TO THE FARM HOUSE OF C.P. RIMPINI AT THE CEDAR POST FENCE,
 LX7231'RED AND GRAY HOUSE, AND T-ROAD NORTH SIDE OF BARN.  TURN RIGHT
 LX7231'THRU THE FENCE, CROSSING A SMALL STREAM AND KEEP STRAIGHT ON
 LX7231'FOR A SHORT DISTANCE TO A TRIANGULAR BLAZE ON A TREE.  BEAR
 LX7231'LEFT ON Y-ROAD AND GO ABOUT 0.2 MILE ON WOODS ROAD TO ANOTHER
 LX7231'TRIANGULAR BLAZED TREE.  FROM THIS POINT CONTINUE UP HILL
 LX7231'FOLLOWING A BLAZED TRAIL TO A CABIN.  TURN RIGHT AND FOLLOW
 LX7231'ALONG RIDGE AND BLAZED TRAIL TO STATION.
 LX7231'
 LX7231'TEH SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 LX7231'IN CONCRETE AND IN OUTCROPPING LEDE, NOTES 1A AND 12A.
 LX7231'
 LX7231'REFERENCE MARK NO. 1 IS 57.28 FEET NORTH OF STATION, AND IS
 LX7231'STAMPED BUCK 1936.  REFERENCE MARK NO. 2 IS 49.18 FEET SOUTHEAST
 LX7231'OF STATION, AND STAMPED BUCK 1936.  REFERENCE MARK NO. 3 IS 112.69
 LX7231'FEET SOUTHWEST OF STATION, AND STAMPED BUCK 1936.
 LX7231'
 LX7231'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LX7231
 LX7231                          STATION RECOVERY (1971)
 LX7231
 LX7231'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX7231'STATION BUCK 1936, THE THREE RMS WERE FOUND IN EXCELLENT
 LX7231'CONDITION.  STEEL TOWER REMAINS ARE LYING NEAR THE STATION.  THERE
 LX7231'IS A GOOD VIEW TO THE WEST AND NORTHWEST WITHOUT THE AID OF
 LX7231'A TOWER.
 LX7231'
 LX7231'TO REACH FROM THE INTERSECTION OF RT. 315 (TARIFFVILLE RD.),
 LX7231'RT 189 AND MOUNTAIN RD. IN THE TOWN OF SIMSBURY (TARIFFVILLE
 LX7231'SECTION) JUST SOUTH OF TARIFFVILLE POST OFFICE, GO SOUTH ON
 LX7231'MOUNTAIN RD. (SIMSBURY), TARIFFVILLE RD. (BLOOMFIELD) FOR 1.1
 LX7231'MILES AND TAKE RIGHT ON HOSKINS RD.  CONTINUE SOUTH FOR 0.15
 LX7231'MILE, TURN RIGHT ON HELTCO RD. AND DRIVE 0.1 MILE TO GATE AT END
 LX7231'OF PARKING LOT.  (NOTE--IF GATE IS LOCKED, CONTACT HELTO
 LX7231'BUILDING SUPERVISOR AT WETHERSFIELD OFFICE ON CUMBERLAND ST. FOR
 LX7231'ENTRY) PROCEED ON ROAD WESTERLY FOR THREE MINUTES (A MANS
 LX7231'WALK) ALONG POWER LINES TO WHERE ROAD GOES NORTH INTO WOODS.
 LX7231'FOLLOW ROAD FOR FOUR MINUTES IN A HALF CIRCLE BACK TO POWER
 LX7231'LINES.  CONTINUE WESTERLY FOR THREE MINUTES, CROSSING UNDER
 LX7231'POWER LINES TO TWO MICROWAVES TOWERS.  PROCEED WESTERLY FOR
 LX7231'FIVE MIMUTES TO AND ALONG POWER LINES TO WHERE ROAD TURNS
 LX7231'OFF POWER LINES NORTHERLY.  FOLLOW ROAD FOR THREE
 LX7231'MINUTES UP IN A HALF CIRCLE BACK TO POWER LINES AND
 LX7231'MICROWAVE TOWER.  PARK TRUCK HERE.  CROSS POWER LINES AND FOLLOW
 LX7231'TRAIL SOUTH FOR TWO MINUTES UP TO TOP OF HILL AND STATION.  A
 LX7231'FOUR WHEEL VEHICLE SHOULD BE USED DUE TO THE STEEP INCLINE
 LX7231'OF THE ROAD.
 LX7231
 LX7231                          STATION RECOVERY (1979)
 LX7231
 LX7231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX7231'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE
 LX7231'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 LX7231'THE REFERENCE MARKS AND THE DISTANCE TO REFERENCE MARK 1
 LX7231'COMPARED FAVORABLY WITH THE 1936 DATA.  HOWEVER, A SHORTER
 LX7231'DISTANCE OF 0.020 METER TO REFERENCE MARK 2 AND A SHORTER
 LX7231'DISTANCE OF 0.034 METER TO REFERENCE MARK 3 WAS NOTED AND
 LX7231'VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 LX7231'
 LX7231'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF BLOOMFIELD,
 LX7231'2 MILES NORTHEAST OF SIMSBURY, 1-1/4 MILES SOUTHWEST OF
 LX7231'TARIFFVILLE AND ON PROPERTY OWNED BY MR. JOHN W. BUCK, 411
 LX7231'HARTFORD AVENUE, WETHERSFIELD, CONNECTICUT, 06109.  PHONE
 LX7231'NUMBER 203-563-3348.
 LX7231'
 LX7231'TO REACH THE STATION FROM THE POST OFFICE IN TARIFFVILLE, GO
 LX7231'SOUTHEAST ON MAIN STREET FOR 0.05 MILE TO THE JUNCTION OF
 LX7231'STATE HIGHWAY 189.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 LX7231'189 FOR 0.1 MILE TO STATE HIGHWAY 315 AND MOUNTAIN ROAD
 LX7231'ON THE RIGHT.  BEAR RIGHT AND GO SOUTHERLY ON MOUNTAIN
 LX7231'ROAD FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT AND A SIGN
 LX7231'ON THE LEFT (ASHMORE).  TURN RIGHT, ENTERING THE WOODS, AND
 LX7231'GO SOUTHWESTERLY ON THE TRACK ROAD FOR 0.1 MILE TO A FORK.
 LX7231'KEEP LEFT AND FOLLOW THE MAIN ROAD SOUTHWESTERLY, PASSING
 LX7231'TO THE RIGHT OF A WATER TANK, FOR 0.5 MILE TO A POWER LINE
 LX7231'CROSSING.  CONTINUE SOUTHWESTERLY ON THE WINDING MAIN ROAD
 LX7231'FOR 0.45 MILE TO A FORK, JUST AFTER GOING UP A STEEP GRADE
 LX7231'COVERED WITH LOOSE ROCK.  BEAR RIGHT, UPHILL AND THEN BEAR
 LX7231'LEFT ON THE TRACK ROAD AND GO SOUTHERLY FOR 0.1 MILE TO A
 LX7231'MICROWAVE TOWER ON THE RIGHT, JUST BEFORE REACHING A SMALL
 LX7231'CLEARING AND A POWER LINE CROSSING.  CONTINUE AHEAD TO THE
 LX7231'EDGE OF THE WOODS AND FOLLOW THE DIM WOODS ROAD, UPHILL FOR
 LX7231'0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX7231'
 LX7231'THE STATION IS A STANDARD NGS DISK
 LX7231'STAMPED---BUCK 1936---,
 LX7231'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX7231'FLUSH WITH GROUND.  IT IS LOCATED
 LX7231'29.6 FEET NORTH FROM AN 8-INCH CEDAR TREE,
 LX7231'20.3 FEET WEST FROM A 10-INCH OAK TREE AND
 LX7231'19.8 FEET SOUTHEAST FROM A DOUBLE TRUNK EVERGREEN TREE.
 LX7231'
 LX7231'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7231'STAMPED---BUCK 1936 NO 1---,
 LX7231'SET INTO A ROCK OUTCROP OF 1.0 METERS LARGEST DIMENSION.
 LX7231'IT IS LOCATED
 LX7231'23 FEET NORTH-NORTHWEST FROM A 10-INCH EVERGREEN TREE,
 LX7231'4.7 FEET SOUTH FROM AN 8-INCH EVERGREEN TREE AND
 LX7231'3.4 FEET NORTHEAST FROM A 10-INCH EVERGREEN TREE.
 LX7231'MARK IS BELOW STATION 0.61 METERS.
 LX7231'
 LX7231'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7231'STAMPED---BUCK 1936 NO 2---,
 LX7231'SET INTO A ROCK OUTCROP OF 2.8 METERS LARGEST DIMENSION.
 LX7231'IT IS LOCATED
 LX7231'11 FEET SOUTHEAST FROM THE CENTER OF THE WOODS ROAD AND
 LX7231'7.6 FEET SOUTHWEST FROM A 6-INCH CEDAR TREE.
 LX7231'MARK IS BELOW STATION 3.0 METERS.
 LX7231'
 LX7231'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7231'STAMPED---BUCK 1936 NO 3---,
 LX7231'SET INTO A ROCK OUTCROP OF 3 METERS LARGEST DIMENSION.
 LX7231'IT IS LOCATED
 LX7231'18 FEET NORTH FROM A 22-INCH EVERGREEN TREE,
 LX7231'16 FEET EAST FROM A 19-INCH EVERGREEN TREE AND
 LX7231'14 FEET SOUTHWEST FROM A 6-INCH OAK TREE.
 LX7231'MARK IS BELOW STATION 2.4 METERS.
 LX7231'
 LX7231'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BLOCKED
 LX7231'BY TREES.
 LX7231'
 LX7231'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 23.0 METERS.
 LX7231'
 LX7231'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX7231'
 LX7231'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
 LX7231
 LX7231                          STATION RECOVERY (1980)
 LX7231
 LX7231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7231'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 LX7231'IN GOOD CONDITION.  DIFFERENCES OF 0.013 METER LONGER TO REFERENCE
 LX7231'MARK 2 AND 0.15 FOOT LONGER TO REFERENCE MARK 3 WAS NOTED
 LX7231'AND VERIFIED.  THE DISTANCE TO REFERENCE MARK 1 AND DIRECTIONS TO
 LX7231'ALL MARKS COMPARED FAVORABLY WITH 1979 DATA.  A COMPLETE
 LX7231'NEW DESCRIPTION FOLLOWS.
 LX7231'
 LX7231'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHWEST OF BLOOMFIELD,
 LX7231'3.3 KM (2 MI) NORTHEAST OF SIMSBURY, AND 2 KM (1-1/4 MI) SOUTHWEST
 LX7231'OF TARIFFVILLE.
 LX7231'OWNERSHIP--MR JOHN W BUCK, 411 HARTFORD AVENUE, WESTFIELD, CT
 LX7231'06109, PHONE 203-563-3348.
 LX7231'
 LX7231'TO REACH THE STATION FROM THE POST OFFICE IN TARIFFVILLE,
 LX7231'GO SOUTHEAST ON MAIN STREET FOR 0.1 KM (0.05 MI) TO THE JUNCTION
 LX7231'OF STATE HIGHWAY 189.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 LX7231'189 FOR O.2 KM (0.2 MI) TO STATE HIGHWAY 315 AND MOUNTAIN
 LX7231'ROAD ON THE RIGHT.  BEAR RIGHT AND GO SOUTHERLY ON MOUNTAIN
 LX7231'ROAD FOR 0.3 KM (0.2 MI) TO A TRACK ROAD ON THE RIGHT AND A SIGN
 LX7231'ON THE LEFT, ASHMORE.  TURN RIGHT ENTERING THE WOODS, AND GO
 LX7231'SOUTHWESTERLY ON THE TRACK ROAD FOR 0.2 KM (0.1 MI) TO A FORK.
 LX7231'KEEP LEFT AND FOLLOW THE MAIN ROAD SOUTHWESTERLY, PASSING
 LX7231'TO THE RIGHT OF A WATER TANK, FOR 0.8 KM (0.5 MI) TO A POWERLINE
 LX7231'CROSSING.  CONTINUE SOUTHWESTERLY ON THE WINDING MAIN ROAD FOR
 LX7231'0.7 KM (0.45 MI) TO A FORK JUST AFTER GOING UP A STEEP GRADE
 LX7231'COVERED WITH LOOSE ROCK.  BEAR RIGHT UPHILL, THEN BEAR LEFT ON THE
 LX7231'TRACK ROAD AND GO SOUTHERLY FOR 0.2 KM (0.1 MI) TO A
 LX7231'MICROWAVE TOWER ON THE RIGHT JUST BEFORE REACHING A SMALL
 LX7231'CLEARING AND A POWERLINE CROSSING.  CONTINUE AHEAD TO THE EDGE
 LX7231'OF THE WOODS AND FOLLOW THE DIM WOODS ROAD UPHILL FOR 0.2 KM
 LX7231'(0.1 MI) TO THE STATION ON THE LEFT.
 LX7231'
 LX7231'THE STATION IS A STANDARD CGS DISK
 LX7231'STAMPED---BUCK 1936---,
 LX7231'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX7231'FLUSH WITH GROUND.  IT IS LOCATED
 LX7231'9.0 METERS (29.6 FT) NORTH FROM A 24 CM CEDAR TREE,
 LX7231'6.2 METERS (20.3 FT) WEST FROM A 30 CM OAK TREE, AND
 LX7231'6.0 METERS (19.8 FT) SOUTHEAST FROM A DOUBLE TRUNKED EVERGREEN
 LX7231'TREE.
 LX7231'
 LX7231'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7231'STAMPED---BUCK NO 1 1936---,
 LX7231'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7231'7.0 METERS (23.0 FT) NORTH-NORTHWEST FROM A 30 CM EVERGREEN TREE,
 LX7231'1.4 METERS (4.7 FT) SOUTH FROM A 24 CM EVERGREEN TREE, AND
 LX7231'1.0 METERS (3.4 FT) NORTHEAST FROM A 30 CM EVERGREEN TREE.
 LX7231'MARK IS BELOW STATION 0.5 METERS.
 LX7231'
 LX7231'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7231'STAMPED---BUCK NO 2 1936---,
 LX7231'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7231'3.4 METERS (11.0 FT) SOUTHEAST FROM THE CENTER OF THE WOODS ROAD
 LX7231'AND
 LX7231'2.3 METERS (7.6 FT) SOUTHWEST FROM A 18 CM CEDAR TREE.
 LX7231'MARK IS BELOW STATION 3.0 METERS.
 LX7231'
 LX7231'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX7231'STAMPED---BUCK NO 3 1936---,
 LX7231'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7231'5.5 METERS (18 FT) NORTHWEST FROM A 60 CM PINE TREE,
 LX7231'5.0 METERS (16.4 FT) SOUTHEAST FROM A 40 CM PINE TREE, AND
 LX7231'4.7 METERS (13.8 FT) SOUTH-SOUTHWEST FROM A 15 CM OAK TREE.
 LX7231'MARK IS BELOW STATION 2 METERS.
 LX7231'
 LX7231'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON
 LX7231'LINE.
 LX7231'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19.0 METERS.
 LX7231'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AZIMUTH MARK.
 LX7231'
 LX7231'DESCRIBED BY J.N LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7169 ***********************************************************************
 LX7169  DESIGNATION -  BUCKWHEAT
 LX7169  PID         -  LX7169
 LX7169  STATE/COUNTY-  CT/NEW HAVEN
 LX7169  USGS QUAD   -  MERIDEN (1992)
 LX7169
 LX7169                         *CURRENT SURVEY CONTROL
 LX7169  ___________________________________________________________________
 LX7169* NAD 83(1996)-  41 31 31.50509(N)    072 47 08.67786(W)     ADJUSTED  
 LX7169* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 LX7169  ___________________________________________________________________
 LX7169  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LX7169  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX7169
 LX7169  HORZ ORDER  -  FIRST
 LX7169
 LX7169.The horizontal coordinates were established by classical geodetic methods
 LX7169.and adjusted by the National Geodetic Survey in August 1998..
 LX7169
 LX7169.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7169
 LX7169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7169
 LX7169.The geoid height was determined by GEOID03.
 LX7169
 LX7169;                    North         East     Units Scale Factor Converg.
 LX7169;SPC CT       -   229,262.668   301,817.353   MT  0.99998315   -0 01 25.3
 LX7169;SPC CT       -   752,172.60    990,212.43   sFT  0.99998315   -0 01 25.3
 LX7169;UTM  18      - 4,599,453.333   684,741.323   MT  1.00002002   +1 28 06.1
 LX7169
 LX7169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7169!SPC CT       -   0.99998236  x   0.99998315  =   0.99996551
 LX7169!UTM  18      -   0.99998236  x   1.00002002  =   1.00000238
 LX7169
 LX7169|---------------------------------------------------------------------|
 LX7169| PID    Reference Object                     Distance      Geod. Az  |
 LX7169|                                                           dddmmss.s |
 LX7169| CZ7123 BUCKWHEAT RM 1                       14.271 METERS 04418     |
 LX7169| LX6956 HIGBY                               APPROX. 3.6 KM 0720746.6 |
 LX7169| CZ7124 BUCKWHEAT RM 2                       16.306 METERS 30138     |
 LX7169| LX7170 MERIDEN MICROWAVE TOWER             APPROX. 6.3 KM 3091042.9 |
 LX7169| LX7181 MERIDEN YOUTH CTR TANK              APPROX. 4.4 KM 3123934.6 |
 LX7169| LX7177 MERIDEN FIRST BAP CH SPIRE          APPROX. 1.1 KM 3231708.5 |
 LX7169|---------------------------------------------------------------------|
 LX7169
 LX7169                          SUPERSEDED SURVEY CONTROL
 LX7169
 LX7169  NAD 83(1992)-  41 31 31.50431(N)    072 47 08.67790(W) AD(       ) 1
 LX7169  NAD 83(1986)-  41 31 31.50651(N)    072 47 08.68004(W) AD(       ) 1
 LX7169  NAD 27      -  41 31 31.15063(N)    072 47 10.31778(W) AD(       ) 1
 LX7169  NGVD 29 (07/19/86)  142.2    (m)          467.     (f) VERT ANG       
 LX7169
 LX7169.Superseded values are not recommended for survey control.
 LX7169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7169.See file dsdata.txt to determine how the superseded data were derived.
 LX7169
 LX7169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8474199453(NAD 83)
 LX7169_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7169+STABILITY: SURFACE MOTION
 LX7169
 LX7169  HISTORY     - Date     Condition        Report By
 LX7169  HISTORY     - 1976     MONUMENTED       NGS
 LX7169  HISTORY     - 1981     GOOD             NGS
 LX7169
 LX7169                          STATION DESCRIPTION
 LX7169
 LX7169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX7169'THE STATION IS LOCATED ON BUCKWHEAT HILL, IN THE NORTHWEST
 LX7169'ANGLE OF THE INTERSECTION OF DEXTER AVENUE
 LX7169'AND CARPENTER AVENUE,
 LX7169'ABOUT 1 MILE WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 91 AND
 LX7169'STATE HIGHWAY 66.  IT IS ON PROPERTY OWNED BY THE CITY OF
 LX7169'MERIDEN.
 LX7169'
 LX7169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5 AND
 LX7169'STATE HIGHWAY 66 IN THE NORTH EDGE OF MERIDEN, GO SOUTHERLY ON
 LX7169'U.S. HIGHWAY 5 FOR 0.7 MILE TO THE JUNCTION OF EAST MAIN
 LX7169'STREET.  TURN LEFT AND GO SOUTHEAST ON EAST MAIN STREET FOR 0.5
 LX7169'MILE TO THE JUNCTION OF DEXTER AVENUE.  TURN RIGHT AND GO
 LX7169'SOUTHWEST ON DEXTER AVENUE FOR 0.4 MILE TO THE JUNCTION OF
 LX7169'CARPENTER AVENUE AND THE STATION ON THE RIGHT AS DESCRIBED.
 LX7169'
 LX7169'STATION MARKS, STAMPED---BUCKWHEAT 1976---, ARE STANDARD DISKS.
 LX7169'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42
 LX7169'INCHES BELOW THE GROUND SURFACE.  THE SURFACE DISK IS SET IN
 LX7169'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 1 INCH.
 LX7169'ABOVE THE GROUND SURFACE.  THEY ARE 60 FEET NORTHEAST
 LX7169'OF THE CENTER
 LX7169'OF CARPENTER AVENUE, 59 FEET WEST OF THE CENTER OF DEXTER
 LX7169'AVENUE, 50 FEET SOUTH OF A FENCE AROUND A CONCRETE RESERVOIR
 LX7169'AND 8 FEET EAST OF AN 8 BY 8 INCH METAL COVER WITH STAMPING
 LX7169'RUSSELL AND STOLL CO NY.  THIS IS A WATER METER COVER.
 LX7169'A 30-INCH STEEL ROD WAS DRIVEN BESIDE THE STATION MARK.
 LX7169'
 LX7169'REFERENCE MARK 1, STAMPED---BUCKWHEAT NO 1 1976---, IS A
 LX7169'STANDARD
 LX7169'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS
 LX7169'FLUSH WITH THE GROUND SURFACE.  IT IS 104 FEET EAST OF THE
 LX7169'CENTER OF CARPENTER AVENUE, 42 FEET WEST-NORTHWEST OF THE
 LX7169'CENTER OF DEXTER AVENUE AND 20 FEET SOUTH OF A FENCE AROUND A
 LX7169'CONCRETE RESERVOIR.
 LX7169'
 LX7169'REFERENCE MARK 2, STAMPED---BUCKWHEAT NO 2 1976---, IS A
 LX7169'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX7169'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF
 LX7169'A FENCE AROUND A CONCRETE RESERVOIR, 34 FEET EAST-NORTHEAST OF
 LX7169'THE CENTER OF
 LX7169'CARPENTER AVENUE AND 12 FEET EAST OF THE CENTER OF A 2 BY 3
 LX7169'FOOT TELEPHONE JUNCTION BOX.
 LX7169'
 LX7169'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 LX7169'
 LX7169'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 18.15 METERS.
 LX7169'
 LX7169'DESCRIBED BY W.R. ODUM
 LX7169
 LX7169                          STATION RECOVERY (1981)
 LX7169
 LX7169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7169'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX7169'GOOD CONDITION.  THE DIRECTIONS TO BOTH MARKS COMPARED
 LX7169'FAVORABLY WITH THE 1976 DATA, ALSO THE DISTANCE TO REFERENCE
 LX7169'MARK 1 COMPARED.  THE DISTANCE TO REFERENCE MARK 2 WAS
 LX7169'SHORTER BY 0.017 METER.
 LX7169'A NEW DESCRIPTION FOLLOWS.
 LX7169'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF
 LX7169'THE JUNCTION OF INTERSTATE HIGHWAY 91 AND STATE
 LX7169'HIGHWAY 66, 1.6 KM (1 MI) SOUTH OF THE JUNCTION OF U.S.
 LX7169'HIGHWAY 5 AND STATE HIGHWAY 66 AND ON BUCKWHEAT HILL,
 LX7169'IN THE NORTHWEST ANGLE OF THE INTERSECTION OF DEXTER AND
 LX7169'CARPENTER AVENUES.
 LX7169'OWNERSHIP--CITY OF MERIDEN, DIRECTOR OF PUBLIC WORKS,
 LX7169'MR DANA A. MILLER DIRECTOR, CITY HALL MERIDEN CT 06450,
 LX7169'PHONE 203-634-0003.
 LX7169'
 LX7169'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5
 LX7169'(BROAD STREET) AND STATE HIGHWAY 66 IN THE NORTH EDGE OF
 LX7169'MERIDEN.  GO SOUTHERLY ON U.S. HIGHWAY 5 FOR 1.1 KM (0.7 MI)
 LX7169'TO THE JUNCTION OF EAST MAIN STREET.  TURN LEFT AND GO
 LX7169'SOUTHEAST ON EAST MAIN STREET FOR 0.8 KM (0.5 MI) TO THE
 LX7169'JUNCTION OF CARPENTER AVENUE.  TURN RIGHT AND GO SOUTHERLY
 LX7169'ON CARPENTER AVENUE FOR 0.8 KM (0.5 MI) TO THE JUNCTION OF
 LX7169'DEXTER AVENUE AND THE STATION ON LEFT.
 LX7169'
 LX7169'THE STATION IS A STANDARD NGS DISK
 LX7169'STAMPED---BUCKWHEAT 1976---,
 LX7169'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7169'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 LX7169'18.5 METERS (60.7 FT) EAST FROM THE CENTER OF CARPENTER AVENUE,
 LX7169'18.44 METERS (60.5 FT) WEST FROM THE CENTER OF DEXTER AVENUE AND
 LX7169'15.47 METERS (50.75 FT) SOUTH FROM THE FENCE AROUND A CONCRETE
 LX7169'RESERVOIR AT A GATE.
 LX7169'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7169'STAMPED---BUCKWHEAT 1976---,
 LX7169'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7169'
 LX7169'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7169'STAMPED---BUCKWHEAT 1976 NO 1---,
 LX7169'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7169'FLUSH WITH GROUND.  IT IS LOCATED
 LX7169'22.5 METERS (73.8 FT) NORTH FROM AN ELECTRIC UTILITY POLE,
 LX7169'13.1 METERS (43.0 FT) NORTHWEST FROM THE CENTER OF DEXTER AVENUE
 LX7169'AND
 LX7169'6.05 METERS (19.85 FT) SOUTHWEST FROM THE FENCE AROUND
 LX7169'A CONCRETE RESERVOIR.
 LX7169'MARK IS ABOVE STATION 0.5 METERS.
 LX7169'
 LX7169'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7169'STAMPED---BUCKWHEAT 1976 NO 2---,
 LX7169'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7169'FLUSH WITH GROUND.  IT IS LOCATED
 LX7169'10.3 METERS (33.8 FT) NORTHEAST FROM THE CENTER OF CARPENTER
 LX7169'AVENUE,
 LX7169'10.3 METERS (33.8 FT) SOUTH-SOUTHWEST FROM THE FENCE AROUND A
 LX7169'CONCRETE RESERVOIR AND
 LX7169'3.65 METERS (12.0 FT) EAST FROM A 60X90 CM METAL TELEPHONE
 LX7169'JUNCTION BOX (APPROXIMATE CENTER).
 LX7169'MARK IS ABOVE STATION 0.5 METER.
 LX7169'
 LX7169'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.3 METERS.
 LX7169'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5849 ***********************************************************************
 LX5849  DESIGNATION -  BULKLEYS CHIMNEY
 LX5849  PID         -  LX5849
 LX5849  STATE/COUNTY-  CT/NEW LONDON
 LX5849  USGS QUAD   -  OLD LYME (1976)
 LX5849
 LX5849                         *CURRENT SURVEY CONTROL
 LX5849  ___________________________________________________________________
 LX5849* NAD 83(1996)-  41 20 25.36755(N)    072 20 17.09400(W)     ADJUSTED  
 LX5849* NAVD 88     -                                                        
 LX5849  ___________________________________________________________________
 LX5849  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX5849  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX5849
 LX5849  HORZ ORDER  -  THIRD
 LX5849
 LX5849.The horizontal coordinates were established by classical geodetic methods
 LX5849.and adjusted by the National Geodetic Survey in August 1998..
 LX5849
 LX5849
 LX5849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5849
 LX5849.The geoid height was determined by GEOID03.
 LX5849
 LX5849;                    North         East     Units Scale Factor Converg.
 LX5849;SPC CT       -   208,793.767   339,278.014   MT  0.99998880   +0 16 23.3
 LX5849;SPC CT       -   685,017.55  1,113,114.62   sFT  0.99998880   +0 16 23.3
 LX5849;UTM  18      - 4,579,962.378   722,726.101   MT  1.00021054   +1 45 32.4
 LX5849
 LX5849                          SUPERSEDED SURVEY CONTROL
 LX5849
 LX5849  NAD 83(1992)-  41 20 25.36658(N)    072 20 17.09364(W) AD(       ) 4
 LX5849  NAD 83(1986)-  41 20 25.36838(N)    072 20 17.09711(W) AD(       ) 4
 LX5849  NAD 27      -  41 20 25.01400(N)    072 20 18.79300(W) AD(       ) 3
 LX5849
 LX5849.Superseded values are not recommended for survey control.
 LX5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5849.See file dsdata.txt to determine how the superseded data were derived.
 LX5849
 LX5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2272679962(NAD 83)
 LX5849
 LX5849  HISTORY     - Date     Condition        Report By
 LX5849  HISTORY     - 1934     MONUMENTED       CGS
 LX5849  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5849  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5849  HISTORY     - 1984     GOOD             USPSQD
 LX5849
 LX5849                          STATION DESCRIPTION
 LX5849
 LX5849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5849'THE QUIET WAYS ESTATE OF JOSEPH E. BULKLEY IS ON THE E SIDE OF THE
 LX5849'MAIN ROAD FROM SAYBROOK DRAWBRIDGE TO HAMBURG.  IT IS LOCATED WELL
 LX5849'BACK FROM THE HIGHWAY, ON A CONSIDERABLE ELEVATION, ABOUT 1.6
 LX5849'MILES FROM THE BRIDGE.
 LX5849'
 LX5849'THE MAIN HOUSE IS 2-STORIES HIGH WITH A PORCH ALONG THE ENTIRE W
 LX5849'SIDE.  THE PORCH ROOF IS AT THE EAVES.  A SMALL 2-STORY WING IS
 LX5849'ATTACHED TO EACH GABLE END OF THE HOUSE.  THERE IS ONE LARGE STONE
 LX5849'CHIMNEY AT EACH GABLE END OF THE MAIN HOUSE AND ONE AT THE S END
 LX5849'OF THE S WING.
 LX5849'
 LX5849'CENTER IS THE CENTER LINE OF THE S CHIMNEY ON THE MAIN HOUSE.
 LX5849
 LX5849                          STATION RECOVERY (1948)
 LX5849
 LX5849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5849'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION IS
 LX5849'ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LX5849'
 LX5849'PROPERTY IS NOW KNOWN AS HIGH RIDGE, NECK ROAD, AND IS OWNED BY
 LX5849'WALTER G. BENT.
 LX5849
 LX5849                          STATION RECOVERY (1961)
 LX5849
 LX5849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5849'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 LX5849'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX5849
 LX5849                          STATION RECOVERY (1984)
 LX5849
 LX5849'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5849'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5849'ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4913 ***********************************************************************
 LX4913  DESIGNATION -  BULL
 LX4913  PID         -  LX4913
 LX4913  STATE/COUNTY-  CT/NEW LONDON
 LX4913  USGS QUAD   -  MOODUS (1984)
 LX4913
 LX4913                         *CURRENT SURVEY CONTROL
 LX4913  ___________________________________________________________________
 LX4913* NAD 83(1996)-  41 34 34.11636(N)    072 26 35.56591(W)     ADJUSTED  
 LX4913* NAVD 88     -       161.6    (meters)     530.     (feet)  VERTCON   
 LX4913  ___________________________________________________________________
 LX4913  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LX4913  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX4913
 LX4913  HORZ ORDER  -  FIRST
 LX4913
 LX4913.The horizontal coordinates were established by classical geodetic methods
 LX4913.and adjusted by the National Geodetic Survey in August 1998..
 LX4913
 LX4913.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4913
 LX4913.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4913
 LX4913.The geoid height was determined by GEOID03.
 LX4913
 LX4913;                    North         East     Units Scale Factor Converg.
 LX4913;SPC CT       -   234,941.163   330,385.664   MT  0.99998341   +0 12 12.3
 LX4913;SPC CT       -   770,802.80  1,083,940.30   sFT  0.99998341   +0 12 12.3
 LX4913;UTM  18      - 4,605,874.896   713,154.964   MT  1.00015916   +1 41 50.5
 LX4913
 LX4913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4913!SPC CT       -   0.99997932  x   0.99998341  =   0.99996273
 LX4913!UTM  18      -   0.99997932  x   1.00015916  =   1.00013848
 LX4913
 LX4913:                Primary Azimuth Mark                     Grid Az
 LX4913:SPC CT       -  BURROWS HILL                             032 46 59.5
 LX4913:UTM  18      -  BURROWS HILL                             031 17 21.3
 LX4913
 LX4913|---------------------------------------------------------------------|
 LX4913| PID    Reference Object                     Distance      Geod. Az  |
 LX4913|                                                           dddmmss.s |
 LX4913| LX4927 BURROWS HILL                        APPROX. 7.9 KM 0325911.8 |
 LX4913| CZ7126 BULL RM 2                            18.719 METERS 07357     |
 LX4913| CZ7125 BULL RM 1                            13.247 METERS 34951     |
 LX4913|---------------------------------------------------------------------|
 LX4913
 LX4913                          SUPERSEDED SURVEY CONTROL
 LX4913
 LX4913  NAD 83(1992)-  41 34 34.11571(N)    072 26 35.56574(W) AD(       ) 1
 LX4913  NAD 83(1986)-  41 34 34.11735(N)    072 26 35.56779(W) AD(       ) 1
 LX4913  NAD 27      -  41 34 33.75807(N)    072 26 37.26163(W) AD(       ) 1
 LX4913  NGVD 29 (07/19/86)  161.9    (m)          531.     (f) VERT ANG       
 LX4913
 LX4913.Superseded values are not recommended for survey control.
 LX4913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4913.See file dsdata.txt to determine how the superseded data were derived.
 LX4913
 LX4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1315505875(NAD 83)
 LX4913_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4913+STABILITY: SURFACE MOTION
 LX4913
 LX4913  HISTORY     - Date     Condition        Report By
 LX4913  HISTORY     - 1976     MONUMENTED       NGS
 LX4913
 LX4913                          STATION DESCRIPTION
 LX4913
 LX4913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX4913'THE STATION IS ABOUT 5-1/2 MILES WEST OF COLCHESTER, 3-1/2
 LX4913'MILES EAST OF EAST HAMPTON, 2 MILES WEST OF NORTH WESTCHESTER
 LX4913'AND ON STATE FOREST PROPERTY.  THE LAND OF MR. STACHURA WILL BE
 LX4913'CROSSED IN REACHING THE STATION.
 LX4913'
 LX4913'TO REACH THE STATION FROM THE POST OFFICE IN NORTH WESTCHESTER,
 LX4913'GO SOUTH ON STATE HIGHWAY 149 FOR 0.25 MILE TO A SIDE ROAD ON
 LX4913'THE RIGHT.  TURN RIGHT AND GO WEST ON RIVER ROAD FOR 1.5 MILES
 LX4913'TO A T-ROAD, TURN RIGHT AND GO NORTH ON SOUTH ROAD FOR 0.5
 LX4913'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON BULL HILL
 LX4913'ROAD FOR 0.95 MILE TO A SIDE ROAD ON THE RIGHT, NEW OLD ROAD.
 LX4913'CONTINUE WEST AND SOUTHWEST ON BULL HILL ROAD FOR 0.7 MILE TO A
 LX4913'DRIVEWAY ON THE LEFT AND MR. STACHURAS HOME ON THE LEFT.
 LX4913'TURN LEFT AND GO EAST ON THE DRIVEWAY FOR 0.05 MILE TO THE
 LX4913'END OF THE DRIVEWAY.  TURN RIGHT AND GO SOUTH ACROSS THE LAWN
 LX4913'TO THE SOUTHEAST CORNER OF THE LAWN AND AN OPENING IN THE
 LX4913'WOODS.  TURN LEFT AND GO EASTERLY ON A WOODS ROAD FOR 0.1
 LX4913'MILE TO THE STATION AS DESCRIBED.
 LX4913'
 LX4913'THE STATION MARKS ARE STANDARD DISKS STAMPED---BULL 1976---.
 LX4913'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX4913'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 LX4913'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX4913'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX4913'THEY ARE 47.4 FEET SOUTH OF A METAL WITNESS POST, 36 FEET
 LX4913'NORTHEAST OF A TWIN TRUNKED OAK TREE, 27.5 FEET SOUTH OF A
 LX4913'20-INCH OAK TREE AND 25.5 FEET WEST OF A 16-INCH BLAZED OAK
 LX4913'TREE.
 LX4913'
 LX4913'REFERENCE MARK 1, STAMPED---BULL NO 1 1976---, IS A STANDARD
 LX4913'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 14 BY 26 INCH
 LX4913'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.
 LX4913'IT IS 39.5 FEET NORTHWEST OF THE 16-INCH BLAZED OAK TREE, 17
 LX4913'FEET NORTHEAST OF THE 20-INCH OAK TREE AND 4.0 FEET SOUTH OF A
 LX4913'METAL WITNESS POST.
 LX4913'
 LX4913'REFERENCE MARK 2, STAMPED---BULL NO 2 1976---, IS A STANDARD
 LX4913'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 LX4913'ABOUT 3 FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE
 LX4913'GROUND SURFACE.  IT IS 38 FEET EAST OF THE 16-INCH BLAZED OAK
 LX4913'TREE, 21 FEET SOUTHEAST OF AN 18-INCH OAK TREE AND 4.0 FEET
 LX4913'NORTH OF A METAL WITNESS POST.
 LX4913'
 LX4913'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK FOR
 LX4913'THIS STATION.
 LX4913'
 LX4913'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 30.4
 LX4913'METERS.
 LX4913'
 LX4913'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6248 ***********************************************************************
 LX6248  DESIGNATION -  BULLARD FLAGSTAFF
 LX6248  PID         -  LX6248
 LX6248  STATE/COUNTY-  CT/NEW HAVEN
 LX6248  USGS QUAD   -  GUILFORD (1984)
 LX6248
 LX6248                         *CURRENT SURVEY CONTROL
 LX6248  ___________________________________________________________________
 LX6248* NAD 83(1996)-  41 17 46.15586(N)    072 40 53.36516(W)     ADJUSTED  
 LX6248* NAVD 88     -                                                        
 LX6248  ___________________________________________________________________
 LX6248  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LX6248  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX6248
 LX6248  HORZ ORDER  -  THIRD
 LX6248
 LX6248.The horizontal coordinates were established by classical geodetic methods
 LX6248.and adjusted by the National Geodetic Survey in August 1998..
 LX6248
 LX6248
 LX6248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6248
 LX6248.The geoid height was determined by GEOID03.
 LX6248
 LX6248;                    North         East     Units Scale Factor Converg.
 LX6248;SPC CT       -   203,802.230   310,538.758   MT  0.99999169   +0 02 43.5
 LX6248;SPC CT       -   668,641.15  1,018,825.91   sFT  0.99999169   +0 02 43.5
 LX6248;SPC NY L     -   126,260.958   410,433.636   MT  1.00002516   +0 51 44.7
 LX6248;SPC NY L     -   414,241.16  1,346,564.35   sFT  1.00002516   +0 51 44.7
 LX6248;UTM  18      - 4,574,226.660   694,121.747   MT  1.00006379   +1 31 50.1
 LX6248
 LX6248                          SUPERSEDED SURVEY CONTROL
 LX6248
 LX6248  NAD 83(1992)-  41 17 46.15497(N)    072 40 53.36501(W) AD(       ) 4
 LX6248  NAD 83(1986)-  41 17 46.15714(N)    072 40 53.36789(W) AD(       ) 4
 LX6248  NAD 27      -  41 17 45.81000(N)    072 40 55.02600(W) AD(       ) 3
 LX6248
 LX6248.Superseded values are not recommended for survey control.
 LX6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6248.See file dsdata.txt to determine how the superseded data were derived.
 LX6248
 LX6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9412274227(NAD 83)
 LX6248
 LX6248  HISTORY     - Date     Condition        Report By
 LX6248  HISTORY     - 1934     MONUMENTED       CGS
 LX6248  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6248
 LX6248                          STATION DESCRIPTION
 LX6248
 LX6248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6248'THIS FLAGPOLE IS ON A LARGE GRAY SHINGLED HOUSE ON STATE STREET
 LX6248'ABOUT 3/4 MILE N OF GUILFORD GREEN.  THE HOUSE IS TRIMMED WITH
 LX6248'WHITE PAINT AND HAS A WHITE BALCONY RAIL AROUND THE CHIMNEY.
 LX6248'
 LX6248'PROMINENT FEATURE IS TWO WHITE-TRIMMED DORMER WINDOWS IN EACH
 LX6248'OF THE FOUR SIDES OF THE ROOF.  THE CHIMNEY IS IN THE MIDDLE OF
 LX6248'THE OBSERVATION BALCONY AND THE FLAGPOLE IS SECURED TO THE W
 LX6248'SIDE OF THE CHIMNEY.
 LX6248'
 LX6248'CENTER IS THE CENTER LINE OF THE POLE.
 LX6248
 LX6248                          STATION RECOVERY (1961)
 LX6248
 LX6248'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6248'THE BULLARD HOUSE WAS RECOVERED AS DESCRIBED, BUT THE FLAGSTAFF
 LX6248'HAS BEEN REMOVED.  THE STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4659 ***********************************************************************
 LX4659  DESIGNATION -  BUNTE
 LX4659  PID         -  LX4659
 LX4659  STATE/COUNTY-  CT/WINDHAM
 LX4659  USGS QUAD   -  HAMPTON (1984)
 LX4659
 LX4659                         *CURRENT SURVEY CONTROL
 LX4659  ___________________________________________________________________
 LX4659* NAD 83(1996)-  41 50 42.50591(N)    072 07 26.69978(W)     ADJUSTED  
 LX4659* NAVD 88     -       234.     (meters)     768.     (feet)  SCALED    
 LX4659  ___________________________________________________________________
 LX4659  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 LX4659  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX4659
 LX4659  HORZ ORDER  -  FIRST
 LX4659
 LX4659.The horizontal coordinates were established by classical geodetic methods
 LX4659.and adjusted by the National Geodetic Survey in August 1998..
 LX4659
 LX4659.The orthometric height was scaled from a topographic map.
 LX4659
 LX4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4659
 LX4659.The geoid height was determined by GEOID03.
 LX4659
 LX4659;                    North         East     Units Scale Factor Converg.
 LX4659;SPC CT       -   264,960.560   356,783.266   MT  0.99999789   +0 24 54.1
 LX4659;SPC CT       -   869,291.44  1,170,546.43   sFT  0.99999789   +0 24 54.1
 LX4659;UTM  18      - 4,636,581.950   738,764.381   MT  1.00030157   +1 55 10.1
 LX4659
 LX4659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4659!SPC CT       -   0.99996797  x   0.99999789  =   0.99996586
 LX4659!UTM  18      -   0.99996797  x   1.00030157  =   1.00026953
 LX4659
 LX4659:                Primary Azimuth Mark                     Grid Az
 LX4659:SPC CT       -  EASTFORD METHODIST CH SPIRE              028 22 52.8
 LX4659:UTM  18      -  EASTFORD METHODIST CH SPIRE              026 52 36.8
 LX4659
 LX4659|---------------------------------------------------------------------|
 LX4659| PID    Reference Object                     Distance      Geod. Az  |
 LX4659|                                                           dddmmss.s |
 LX4659| LX4632 EASTFORD METHODIST CH SPIRE         APPROX. 6.9 KM 0284746.9 |
 LX4659| CZ7127 BUNTE RM 1                           38.880 METERS 08024     |
 LX4659| LX4669 HAMPTON CONG CH SPIRE               APPROX. 8.8 KM 1392622.8 |
 LX4659| LX4686 BUNTE RM 2                           33.484 METERS 17617     |
 LX4659| LX4979 MANSFIELD STORRS COLL CHAPEL        APPROX.11.1 KM 2503801.4 |
 LX4659| LX4978 MANSFIELD STORRS LOOKOUT TOWER      APPROX.11.4 KM 2530201.0 |
 LX4659| CZ7128 BUNTE RM 3                           44.044 METERS 28009     |
 LX4659| LX4700 BALD HILL RESET                     APPROX.15.6 KM 3364520.5 |
 LX4659| LX4701 UNION FIRE TOWER                    APPROX.15.6 KM 3365555.0 |
 LX4659| LX4702 UNION YALE FIRE TOWER               APPROX.13.8 KM 3552724.2 |
 LX4659|---------------------------------------------------------------------|
 LX4659
 LX4659                          SUPERSEDED SURVEY CONTROL
 LX4659
 LX4659  NAD 83(1996)-  41 50 42.50552(N)    072 07 26.69971(W) AD(       ) 1
 LX4659  NAD 83(1992)-  41 50 42.50551(N)    072 07 26.69961(W) AD(       ) 1
 LX4659  NAD 83(1992)-  41 50 42.50580(N)    072 07 26.70011(W) AD(       ) 1
 LX4659  NAD 83(1986)-  41 50 42.50657(N)    072 07 26.69984(W) AD(       ) 1
 LX4659  NAD 27      -  41 50 42.14959(N)    072 07 28.42269(W) AD(       ) 1
 LX4659
 LX4659.Superseded values are not recommended for survey control.
 LX4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4659.See file dsdata.txt to determine how the superseded data were derived.
 LX4659
 LX4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3876436582(NAD 83)
 LX4659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4659+STABILITY: SURFACE MOTION
 LX4659
 LX4659  HISTORY     - Date     Condition        Report By
 LX4659  HISTORY     - 1936     MONUMENTED       CTGS
 LX4659  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LX4659
 LX4659                          STATION DESCRIPTION
 LX4659
 LX4659'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4659'ON A CULTIVATED HILLTOP, BY AIRLINE 3 MILES SOUTHEAST OF
 LX4659'PHOENIXVILLE AND 6 MILES SOUTHWEST OF ABINGTON, ON PROPERTY OF
 LX4659'MRS. A. BUNTE, ABOUT 100 YARDS SOUTH OF A 2-STORY FRAME HOUSE
 LX4659'(RED) OWNED BY MRS. A. BUNTE, AND ABOUT 5 YARDS EAST OF OLD
 LX4659'STONE FENCE RUNNING NORTH AND SOUTH.  STATION MARK IS STAMPED
 LX4659'BUNTE 1936.
 LX4659'
 LX4659'TO REACH FROM INTERSECTION OF STATE HIGHWAY 91 AND U.S.
 LX4659'HIGHWAY 44 IN PHOENIXVILLE, GO WEST ON U.S. HIGHWAY 44 FOR 2.2
 LX4659'MILES TO NARROW TAR ROAD ON LEFT.  PROCEED ON THIS ROAD 0.5
 LX4659'MILE TO DIRT ROAD ON LEFT.  PROCEED ON DIRT ROAD 0.8 MILE (PAST
 LX4659'SCHOOL ON LEFT) TO 2-STORY FRAME HOUSE (RED) ON LEFT.  TURN IN
 LX4659'DRIVEWAY LEFT OF HOUSE 100 FEET TO BAR GATE.  TURN RIGHT 200
 LX4659'FEET TO STATION.
 LX4659'
 LX4659'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX4659'CONCRETE AND IN LEDGE, NOTES 1A AND 12A.
 LX4659'
 LX4659'REFERENCE MARK NO. 1 IS 127.56 FEET EAST OF STATION, AND
 LX4659'STAMPED BUNTE NO. 1 1936.  REFERENCE MARK NO. 2 IS 114.12 FEET
 LX4659'SOUTH OF STATION, AND STAMPED BUNTE NO. 2 1936.  REFERENCE MARK
 LX4659'NO. 3 IS 144.50 FEET WEST OF STATION, AND STAMPED BUNTE NO. 3
 LX4659'1936.
 LX4659'
 LX4659'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX4659
 LX4659                          STATION RECOVERY (1973)
 LX4659
 LX4659'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LX4659'BUNTE 1936 SURFACE MARK DESTROYED
 LX4659'
 LX4659'BUNTE NO. 1 - 1936 NOT FOUND
 LX4659'
 LX4659'BUNTE NO. 2 - 1936 NOT FOUND
 LX4659'
 LX4659'BUNTE NO. 3 - 1936 NOT FOUND
 LX4659'
 LX4659'THE SURFACE MARK WAS FOUND LAYING ON ITS SIDE.  THE DISK WAS
 LX4659'REMOVED ON THIS DATE.  THE PROPERTY OWNER WAS NOT AVAIABLE FOR
 LX4659'INFORMATION.
 LX4659'
 LX4659'TO REACH FROM THE INTERSECTION OF U.S. 44 (HARTFORD PROVIDENCE
 LX4659'TURNPIKE) AND CONN. 198 (WEST ROAD) IN PHOENIXVILLE, GO WEST ON
 LX4659'U.S. 44 FOR 2.16 MILES TO PUMKIN HILL ROAD ON LEFT.  TURN LEFT
 LX4659'AND GO SOUTH FOR 0.56 MILE TO A Y ROAD, BEAR LEFT AND PROCEED
 LX4659'SOUTH FOR 0.58 MILE TO CROSSROAD (KENNERSON RESERVOIR
 LX4659'ROAD).  CONTINUE STRAIGHT THROUGH INTERSECTION (SOUTH) AND GO
 LX4659'0.70 MILE TO A 2 STORY FRAME HOUSE AND STATION ON LEFT (EAST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4677 ***********************************************************************
 LX4677  DESIGNATION -  BUNTE 2
 LX4677  PID         -  LX4677
 LX4677  STATE/COUNTY-  CT/WINDHAM
 LX4677  USGS QUAD   -  HAMPTON (1984)
 LX4677
 LX4677                         *CURRENT SURVEY CONTROL
 LX4677  ___________________________________________________________________
 LX4677* NAD 83(1996)-  41 50 44.93361(N)    072 07 26.93745(W)     ADJUSTED  
 LX4677* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 LX4677  ___________________________________________________________________
 LX4677  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LX4677  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX4677
 LX4677  HORZ ORDER  -  FIRST
 LX4677
 LX4677.The horizontal coordinates were established by classical geodetic methods
 LX4677.and adjusted by the National Geodetic Survey in August 1998..
 LX4677
 LX4677.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4677
 LX4677.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4677
 LX4677.The geoid height was determined by GEOID03.
 LX4677
 LX4677;                    North         East     Units Scale Factor Converg.
 LX4677;SPC CT       -   265,035.419   356,777.241   MT  0.99999795   +0 24 53.9
 LX4677;SPC CT       -   869,537.04  1,170,526.66   sFT  0.99999795   +0 24 53.9
 LX4677;UTM  18      - 4,636,656.648   738,756.389   MT  1.00030152   +1 55 10.1
 LX4677
 LX4677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4677!SPC CT       -   0.99996713  x   0.99999795  =   0.99996508
 LX4677!UTM  18      -   0.99996713  x   1.00030152  =   1.00026864
 LX4677
 LX4677|---------------------------------------------------------------------|
 LX4677| PID    Reference Object                     Distance      Geod. Az  |
 LX4677|                                                           dddmmss.s |
 LX4677| LX4686 BUNTE RM 2                          108.585 METERS 17557     |
 LX4677| CZ7129 BUNTE 2 RM 3                         24.971 METERS 20928     |
 LX4677| LX4980 STORRS UNIV LIB CUPOLA              APPROX.11.3 KM 2490430.8 |
 LX4677| LX4979 MANSFIELD STORRS COLL CHAPEL        APPROX.11.1 KM 2501540.1 |
 LX4677| LX4984 STORRS UNIV STANDPIPE               APPROX.11.4 KM 2523957.5 |
 LX4677| CZ7131 BUNTE 2 RM 5                         89.850 METERS 29128     |
 LX4677| LX4706 WENBERG                             APPROX. 8.9 KM 2972633.3 |
 LX4677| CZ7130 BUNTE 2 RM 4                         29.508 METERS 33904     |
 LX4677|---------------------------------------------------------------------|
 LX4677
 LX4677                          SUPERSEDED SURVEY CONTROL
 LX4677
 LX4677  NAD 83(1996)-  41 50 44.93317(N)    072 07 26.93738(W) AD(       ) 1
 LX4677  NAD 83(1992)-  41 50 44.93320(N)    072 07 26.93727(W) AD(       ) 1
 LX4677  NAD 83(1992)-  41 50 44.93351(N)    072 07 26.93777(W) AD(       ) 1
 LX4677  NAD 83(1986)-  41 50 44.93425(N)    072 07 26.93750(W) AD(       ) 1
 LX4677  NAD 27      -  41 50 44.58328(N)    072 07 28.66746(W) AD(       ) 1
 LX4677  NGVD 29 (07/19/86)  239.4    (m)          785.     (f) VERT ANG       
 LX4677
 LX4677.Superseded values are not recommended for survey control.
 LX4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4677.See file dsdata.txt to determine how the superseded data were derived.
 LX4677
 LX4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3875636657(NAD 83)
 LX4677_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4677+STABILITY: SURFACE MOTION
 LX4677
 LX4677  HISTORY     - Date     Condition        Report By
 LX4677  HISTORY     - 1975     MONUMENTED       NGS
 LX4677  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4677
 LX4677                          STATION DESCRIPTION
 LX4677
 LX4677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4677'THE STATION IS ABOUT 2-3/4 MILES SOUTHWEST OF PHOENIXVILLE,
 LX4677'2-1/4 MILES SOUTHEAST OF WARRENVILLE, 1-3/4 MILES SOUTH OF
 LX4677'ASHFORD, 1-1/4 MILES WEST OF STATE HIGHWAY 198, ALONG THE EAST
 LX4677'SIDE OF PUMKIN HILL ROAD AND ON PROPERTY OWNED BY MR. JOHN
 LX4677'J. BUNTE, RFD 1, BOX 177, MANSFIELD CENTER, CONNECTICUT.  PHONE
 LX4677'NUMBER 429-2664.
 LX4677'
 LX4677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX4677'STATE HIGHWAY 198 IN PHOENIXVILLE, GO WESTERLY ON HIGHWAY 44
 LX4677'FOR 2.15 MILES TO THE JUNCTION OF PUMKIN HILL ROAD ON THE
 LX4677'LEFT.  TURN LEFT AND GO SOUTHERLY ON PUMKIN HILL ROAD FOR
 LX4677'0.55 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE SOUTHERLY
 LX4677'ON PUMKIN HILL ROAD FOR 0.55 MILE TO A CROSSROAD.  CONTINUE
 LX4677'SOUTHERLY ON PUMKIN HILL ROAD FOR 0.65 MILE TO A DRIVEWAY
 LX4677'LEADING TO MR. JOHN J. BUNTES HOME ON THE LEFT, REFERENCE MARK 5
 LX4677'ON THE RIGHT AND THE STATION BEHIND THE HOUSE AS DESCRIBED.
 LX4677'
 LX4677'STATION MARK, STAMPED BUNTE 2 1975, IS A STANDARD DISK SET IN
 LX4677'A ROUND CONCRETE POST WHICH IS ABOUT 12 INCHES BELOW THE
 LX4677'GROUND SURFACE (THERE IS NO UNDERGROUND MARK).  IT IS 180 FEET
 LX4677'SOUTH-SOUTHEAST OF THE BRICK CHIMNEY AT THE REAR OF MR. BUNTES
 LX4677'HOME, 61 FEET EAST OF A LARGE PILE OF ROCKS AT THE NORTH END OF A
 LX4677'ROCK FENCE, 44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN
 LX4677'AND 12 FEET SOUTH OF CENTER OF THE WEST END OF A ROCK LANE
 LX4677'LEADING TO THE EAST.
 LX4677'
 LX4677'REFERENCE MARK 2, STAMPED BUNTE 1936 NO 2, IS A STANDARD DISK
 LX4677'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2-1/2 BY
 LX4677'3 FEET IN SIZE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 17.5
 LX4677'FEET EAST OF A ROCK FENCE, 7 FEET WEST OF CENTER OF A FIELD
 LX4677'ROAD AND 5 FEET NORTHEAST OF A METAL WITNESS POST.
 LX4677'
 LX4677'REFERENCE MARK 3, STAMPED BUNTE 2 NO 3 1975, IS A STANDARD
 LX4677'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX4677'SURFACE.  IT IS 42 FEET SOUTH OF THE ROCK PILE AT THE NORTH END
 LX4677'OF A ROCK FENCE, 11 FEET WEST OF CENTER OF A FIELD ROAD, 9 FEET
 LX4677'EAST OF A ROCK FENCE AND 3 FEET NORTH-NORTHWEST OF A METAL
 LX4677'WITNESS POST.
 LX4677'
 LX4677'REFERENCE MARK 4, STAMPED BUNTE 2 NO 4 1975, IS A STANDARD
 LX4677'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX4677'SURFACE.  IT IS 117 FEET NORTH-NORTHEAST OF THE ROCK PILE AT THE
 LX4677'NORTH END OF A ROCK FENCE, 36 FEET EAST OF THE SOUTHEAST CORNER
 LX4677'OF A GARAGE, 24 FEET SOUTH-SOUTHWEST OF A ROCK FENCE AND 2.5 FEET
 LX4677'SOUTHWEST OF A METAL WITNESS POST.
 LX4677'
 LX4677'REFERENCE MARK 5, STAMPED BUNTE 2 NO 5 1975, IS A STANDARD
 LX4677'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX4677'SURFACE.  IT IS ACROSS THE ROAD FROM THE DRIVEWAY LEADING TO
 LX4677'MR. BUNTES HOME, 18.5 FEET WEST OF CENTER OF PUMKIN HILL ROAD,
 LX4677'2.5 FEET EAST OF A ROCK FENCE AND 2 FEET SOUTHWEST OF A METAL
 LX4677'WITNESS POST.
 LX4677'
 LX4677'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTH ON A FIELD
 LX4677'ROAD ALONG THE EAST SIDE OF A ROCK FENCE FOR ABOUT 0.1 MILE TO
 LX4677'THE MARK AS DESCRIBED.
 LX4677'
 LX4677'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LX4677
 LX4677                          STATION RECOVERY (1977)
 LX4677
 LX4677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4677'THE STATION MARK, REFERENCE MARKS 2, 3, 4 AND 5 WERE RECOVERED
 LX4677'IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 2, 3, 4
 LX4677'AND 5 CHECKED WITH PREVIOUS OBSERVATIONS.  THE DISTANCE TO
 LX4677'REFERENCE MARK 3 WAS FOUND TO BE LONGER BY 0.026 METER.  THE
 LX4677'DISTANCE TO REFERENCE MARK 4 CHECKED WITH PREVIOUS MEASUREMENT.
 LX4677'THE DISTANCE TO REFERENCE MARK 5 WAS FOUND TO BE LONGER BY
 LX4677'0.007 METER.  THE DISTANCE FROM REFERENCE MARK 3 TO REFERENCE
 LX4677'MARK 4 CHECKED WITH PREVIOUS MEASUREMENT.
 LX4677'
 LX4677'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 LX4677'
 LX4677'THE STATION IS LOCATED 3 MILES SOUTHWEST OF PHOENIXVILLE,
 LX4677'2 MILES SOUTHEAST OF WARRENVILLE AND ON THE PROPERTY OF MR.
 LX4677'JOHN J. BUNTE, RURAL ROUTE 1 BOX 247, ASHFORD, CONNECTICUT
 LX4677'06278.
 LX4677'PHONE NUMBER 429-2664.
 LX4677'
 LX4677'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX4677'STATE HIGHWAY 198 IN PHOENIXVILLE, GO WESTERLY ON HIGHWAY 44
 LX4677'FOR 2.3 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY
 LX4677'ON PUMPKIN HILL ROAD FOR 0.55 MILE TO A FORK.  TAKE THE LEFT
 LX4677'FORK AND CONTINUE SOUTHERLY ON PUMPKIN HILL ROAD FOR 0.6 MILE
 LX4677'TO A CROSS ROAD.  CONTINUE SOUTHERLY ON PUMPKIN HILL ROAD FOR
 LX4677'0.7 MILE TO REFERENCE MARK 5 ON THE RIGHT AND THE STATION ON
 LX4677'THE LEFT AS DESCRIBED.
 LX4677'
 LX4677'STATION MARK, STAMPED---BUNTE 2 1975---, IS A STANDARD DISK SET
 LX4677'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS ABOUT 18 INCHES
 LX4677'BELOW THE GROUND SURFACE.  IT IS 269 FEET EAST-SOUTHEAST OF THE
 LX4677'CENTER OF PUMPKIN HILL ROAD, 118 FEET SOUTHEAST OF THE SOUTH
 LX4677'EAST CORNER OF GARAGE, 44 FEET SOUTHWEST OF THE SOUTHWEST
 LX4677'CORNER OF A BARN AND 6.3 FEET EAST-NORTHEAST OF A 30-INCH TREE.
 LX4677'
 LX4677'REFERENCE MARK 2, STAMPED---BUNTE 1936 NO 2---, IS A STANDARD
 LX4677'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 LX4677'GROUND.  IT IS 17.5 FEET EAST OF A ROCK FENCE, 4.7 FEET
 LX4677'NORTHEAST OF A METAL WITNESS POST AND IN THE CENTER OF A FIELD
 LX4677'ROAD.
 LX4677'
 LX4677'REFERENCE MARK 3, STAMPED---BUNTE 2 NO 3 1975---, IS A STANDARD
 LX4677'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 LX4677'WITH THE GROUND.  IT IS 12.5 FEET WEST OF THE CENTER OF FIELD
 LX4677'ROAD, 3.5 FEET EAST OF ROCK FENCE AND 3 FEET NORTH OF A METAL
 LX4677'WITNESS POST.
 LX4677'
 LX4677'REFERENCE MARK 4, STAMPED---BUNTE 2 NO 4 1975---, IS A STANDARD
 LX4677'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 LX4677'WITH THE GROUND.  IT IS 70 FEET NORTH-NORTHWEST OF THE
 LX4677'SOUTHWEST CORNER OF BARN, 35.5 FEET EAST OF THE SOUTHEAST
 LX4677'CORNER OF GARAGE AND 2.3 FEET SOUTHWEST OF A METAL WITNESS
 LX4677'POST.
 LX4677'
 LX4677'REFERENCE MARK 5, STAMPED---BUNTE 2 NO 5 1975---, IS A STANDARD
 LX4677'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 LX4677'WITH THE GROUND.  IT IS 19 FEET WEST OF THE CENTER OF PUMPKIN
 LX4677'HILL ROAD, 10 FEET NORTH OF A TWIN TRUNKED TREE, 2.5 FEET EAST
 LX4677'OF A ROCK FENCE AND 2 FEET SOUTH OF A METAL WITNESS POST.
 LX4677'
 LX4677'TO REACH REFERENCE MARK 2 FROM THE STATION GO SOUTH ON A FIELD
 LX4677'ROAD FOR 0.1 MILE TO THE MARK IN THE CENTER OF ROAD AS
 LX4677'DESCRIBED.
 LX4677'
 LX4677'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.6 METERS.
 LX4677'
 LX4677'DESCRIBED BY L.K. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6602 ***********************************************************************
 LX6602  DESIGNATION -  BURGESS
 LX6602  PID         -  LX6602
 LX6602  STATE/COUNTY-  CT/HARTFORD
 LX6602  USGS QUAD   -  MANCHESTER (1992)
 LX6602
 LX6602                         *CURRENT SURVEY CONTROL
 LX6602  ___________________________________________________________________
 LX6602* NAD 83(1996)-  41 50 13.27161(N)    072 34 53.15840(W)     ADJUSTED  
 LX6602* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 LX6602  ___________________________________________________________________
 LX6602  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX6602  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX6602
 LX6602  HORZ ORDER  -  FIRST
 LX6602
 LX6602.The horizontal coordinates were established by classical geodetic methods
 LX6602.and adjusted by the National Geodetic Survey in August 1998..
 LX6602
 LX6602.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6602
 LX6602.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6602
 LX6602.The geoid height was determined by GEOID03.
 LX6602
 LX6602;                    North         East     Units Scale Factor Converg.
 LX6602;SPC CT       -   263,883.990   318,802.055   MT  0.99999713   +0 06 42.4
 LX6602;SPC CT       -   865,759.39  1,045,936.41   sFT  0.99999713   +0 06 42.4
 LX6602;UTM  18      - 4,634,508.978   700,816.953   MT  1.00009627   +1 36 49.5
 LX6602
 LX6602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6602!SPC CT       -   1.00000031  x   0.99999713  =   0.99999744
 LX6602!UTM  18      -   1.00000031  x   1.00009627  =   1.00009658
 LX6602
 LX6602:                Primary Azimuth Mark                     Grid Az
 LX6602:SPC CT       -  SOUTH WINDSOR STANDPIPE                  067 35 53.1
 LX6602:UTM  18      -  SOUTH WINDSOR STANDPIPE                  066 05 46.0
 LX6602
 LX6602|---------------------------------------------------------------------|
 LX6602| PID    Reference Object                     Distance      Geod. Az  |
 LX6602|                                                           dddmmss.s |
 LX6602| LX6594 SOUTH WINDSOR STANDPIPE             APPROX. 5.7 KM 0674235.5 |
 LX6602| CZ7132 BURGESS RM 1                         13.337 METERS 23911     |
 LX6602| LX6603 BURGESS RM 2                         16.753 METERS 29153     |
 LX6602| LX6604 BURGESS AZ MK                       399.704 METERS 29209     |
 LX6602|---------------------------------------------------------------------|
 LX6602
 LX6602                          SUPERSEDED SURVEY CONTROL
 LX6602
 LX6602  NAD 83(1996)-  41 50 13.27134(N)    072 34 53.15845(W) AD(       ) 1
 LX6602  NAD 83(1992)-  41 50 13.27172(N)    072 34 53.15874(W) AD(       ) 1
 LX6602  NAD 83(1992)-  41 50 13.27238(N)    072 34 53.15965(W) AD(       ) 1
 LX6602  NAD 83(1986)-  41 50 13.27294(N)    072 34 53.15977(W) AD(       ) 1
 LX6602  NAD 27      -  41 50 12.91677(N)    072 34 54.84007(W) AD(       ) 1
 LX6602  NGVD 29 (07/19/86)   27.6    (m)           91.     (f) VERT ANG       
 LX6602
 LX6602.Superseded values are not recommended for survey control.
 LX6602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6602.See file dsdata.txt to determine how the superseded data were derived.
 LX6602
 LX6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0081734509(NAD 83)
 LX6602_MARKER: DS = TRIANGULATION STATION DISK
 LX6602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6602+STABILITY: SURFACE MOTION
 LX6602
 LX6602  HISTORY     - Date     Condition        Report By
 LX6602  HISTORY     - 1979     MONUMENTED       NGS
 LX6602
 LX6602                          STATION DESCRIPTION
 LX6602
 LX6602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6602'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE CONNECTICUT
 LX6602'RIVER, 1-1/2 MILES WEST-NORTHWEST OF SOUTH WINDSOR, 1-1/2
 LX6602'MILES SOUTH-SOUTHEAST OF EAST WINDSOR HILL, AND ON PROPERTY
 LX6602'OWNED BY THE TOWN OF SOUTH WINDSOR.  PERMISSION WAS GRANTED BY
 LX6602'MR. PAUL TALBOT, TOWN MANAGER, SOUTH WINDSOR, CONNECTICUT
 LX6602'06074 (PHONE NUMBER 644-2511).
 LX6602'
 LX6602'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH WINDSOR, GO
 LX6602'NORTHERLY, THEN NORTHWESTERLY, ON STATE HIGHWAY 194 (SULLIVAN
 LX6602'AVENUE) FOR 1.85 MILES TO WEST ROAD ON THE LEFT.  TURN LEFT
 LX6602'AND GO SOUTHERLY ON WEST ROAD FOR 0.6 MILES TO A REVERSE FORK.
 LX6602'KEEP TO THE RIGHT AND GO SOUTHWESTERLY ON STRONG ROAD FOR 0.55
 LX6602'MILES TO A REVERSE FORK AND BURGESS ROAD ON THE LEFT.  TURN
 LX6602'SHARP LEFT AND GO EAST-SOUTHEAST ON BURGESS ROAD FOR 0.10 MILE
 LX6602'TO BURGESS AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE
 LX6602'EAST-SOUTHEAST ON BURGESS ROAD FOR 0.25 MILE TO A SMALL BLOCK
 LX6602'BUILDING, A SMALL MOBILE HOME, AND THE STATION ON THE LEFT AS
 LX6602'DESCRIBED.
 LX6602'
 LX6602'THE STATION IS A STANDARD NGS DISK
 LX6602'STAMPED---BURGESS 1979---,
 LX6602'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6602'FLUSH WITH GROUND.  IT IS LOCATED
 LX6602'47 FEET NORTH FROM THE CENTER OF THE PAVED ROAD,
 LX6602'42 FEET EAST FROM THE NORTHEAST END OF THE CONCRETE BUILDING,
 LX6602'31 FEET NORTH-NORTHEAST FROM THE WEST END OF A MOBILE HOME.
 LX6602'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6602'STAMPED---BURGESS 1979---,
 LX6602'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6602'
 LX6602'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6602'STAMPED---BURGESS NO 1 1979---,
 LX6602'CEMENTED IN A DRILL HOLE IN CONCRETE SLAB CONNECTED TO THE
 LX6602'SMALL BLOCK BUILDING.
 LX6602'IT IS LOCATED
 LX6602'18 FEET NORTH-NORTHEAST FROM THE CENTER OF THE PAVED ROAD,
 LX6602'12.6 FEET EAST-SOUTHEAST FROM THE SOUTHEAST END OF A CONCRETE
 LX6602'BUILDING AND
 LX6602'9 FEET WEST-NORTHWEST FROM THE SOUTHWEST END OF MOBILE HOME.
 LX6602'MARK IS LEVEL WITH STATION.
 LX6602'
 LX6602'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6602'STAMPED---BURGESS NO 2 1979---,
 LX6602'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6602'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6602'18 FEET NORTH FROM THE NORTHEAST CORNER OF THE CONCRETE BUILDING
 LX6602'AND
 LX6602'3 FEET NORTHEAST FROM THE METAL WITNESS POST.
 LX6602'MARK IS LEVEL WITH STATION.
 LX6602'
 LX6602'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6602'STAMPED---BURGESS 1979---,
 LX6602'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6602'FLUSH WITH GROUND.  IT IS LOCATED
 LX6602'16 FEET SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED ROAD,
 LX6602'4 FEET EAST-SOUTHEAST FROM POWER POLE NO 19477 AND
 LX6602'3.7 FEET NORTH-NORTHEAST FROM A METAL WITNESS POST.
 LX6602'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BURGESS
 LX6602'1979---SET INTO IN AN IRREGULAR MASS OF CONCRETE 1.0 METERS
 LX6602'BELOW THE SURFACE.
 LX6602'
 LX6602'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BLOCKED BY
 LX6602'SMALL BLOCK BUILDING.
 LX6602'
 LX6602'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX6602'
 LX6602'DESCRIBED BY G. M. RIVERS, CHECKED BY F. L. BUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6604 ***********************************************************************
 LX6604  DESIGNATION -  BURGESS AZ MK
 LX6604  PID         -  LX6604
 LX6604  STATE/COUNTY-  CT/HARTFORD
 LX6604  USGS QUAD   -  MANCHESTER (1992)
 LX6604
 LX6604                         *CURRENT SURVEY CONTROL
 LX6604  ___________________________________________________________________
 LX6604* NAD 83(1996)-  41 50 18.15626(N)    072 35 09.20365(W)     ADJUSTED  
 LX6604* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 LX6604  ___________________________________________________________________
 LX6604  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX6604  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX6604
 LX6604  HORZ ORDER  -  SECOND
 LX6604
 LX6604.The horizontal coordinates were established by classical geodetic methods
 LX6604.and adjusted by the National Geodetic Survey in August 1998..
 LX6604
 LX6604.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6604
 LX6604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6604
 LX6604.The geoid height was determined by GEOID03.
 LX6604
 LX6604;                    North         East     Units Scale Factor Converg.
 LX6604;SPC CT       -   264,033.982   318,431.562   MT  0.99999726   +0 06 31.7
 LX6604;SPC CT       -   866,251.49  1,044,720.88   sFT  0.99999726   +0 06 31.7
 LX6604;UTM  18      - 4,634,649.221   700,442.620   MT  1.00009442   +1 36 39.0
 LX6604
 LX6604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6604!SPC CT       -   1.00000044  x   0.99999726  =   0.99999770
 LX6604!UTM  18      -   1.00000044  x   1.00009442  =   1.00009486
 LX6604
 LX6604                          SUPERSEDED SURVEY CONTROL
 LX6604
 LX6604  NAD 83(1996)-  41 50 18.15598(N)    072 35 09.20369(W) AD(       ) 2
 LX6604  NAD 83(1992)-  41 50 18.15636(N)    072 35 09.20400(W) AD(       ) 2
 LX6604  NAD 83(1992)-  41 50 18.15704(N)    072 35 09.20489(W) AD(       ) 2
 LX6604  NAD 83(1986)-  41 50 18.15759(N)    072 35 09.20502(W) AD(       ) 2
 LX6604  NAD 27      -  41 50 17.80129(N)    072 35 10.88488(W) AD(       ) 2
 LX6604  NGVD 29 (07/19/86)   26.8    (m)           88.     (f) VERT ANG       
 LX6604
 LX6604.Superseded values are not recommended for survey control.
 LX6604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6604.See file dsdata.txt to determine how the superseded data were derived.
 LX6604
 LX6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0044334649(NAD 83)
 LX6604_MARKER: DZ = AZIMUTH MARK DISK
 LX6604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6604+STABILITY: SURFACE MOTION
 LX6604
 LX6604  HISTORY     - Date     Condition        Report By
 LX6604  HISTORY     - 1979     MONUMENTED       NGS
 LX6604
 LX6604                          STATION DESCRIPTION
 LX6604
 LX6604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6604'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE CONNECTICUT
 LX6604'RIVER, 1-1/2 MILES WEST-NORTHWEST OF SOUTH WINDSOR, 1-1/2
 LX6604'MILES SOUTH-SOUTHEAST OF EAST WINDSOR HILL AND ON ROAD
 LX6604'RIGHT-OF-WAY PROPERTY.
 LX6604'
 LX6604'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH WINDSOR,
 LX6604'GO NORTHWESTERLY ON STATE HIGHWAY 194 (SULLIVAN AVENUE) FOR
 LX6604'1.85 MILES TO WEST ROAD ON THE LEFT.  TURN LEFT AND
 LX6604'GO SOUTHERLY ON WEST ROAD FOR 0.6 MILE TO A REVERSE FORK.
 LX6604'KEEP TO THE RIGHT AND GO SOUTHWESTERLY ON STRONG ROAD FOR
 LX6604'0.55 MILE TO A REVERSE FORK AND BURGESS ROAD ON THE LEFT.
 LX6604'TURN SHARP LEFT AND GO EAST-SOUTHEAST ON BURGESS ROAD FOR
 LX6604'FOR 0.10 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX6604'
 LX6604'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX6604'STAMPED---BURGESS 1979---,
 LX6604'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6604'FLUSH WITH GROUND.  IT IS LOCATED
 LX6604'16 FEET SOUTH-SOUTHWEST FROM THE CENTER OF THE PAVED ROAD,
 LX6604'4 FEET EAST-SOUTHEAST FROM POWER POLE NUMBER 19477 AND
 LX6604'3.7 FEET NORTH-NORTHEAST FROM A METAL WITNESS POST.
 LX6604'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX6604'STAMPED---BURGESS 1979---,
 LX6604'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6604'
 LX6604'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 LX6604'MARKS WERE ESTABLISHED AT THIS STATION.
 LX6604'
 LX6604'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6604'
 LX6604'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION BURGESS
 LX6604'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX6604'
 LX6604'DESCRIBED BY G.M. RIVERS, CHECKED BY F.L. BUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1535 ***********************************************************************
 MZ1535  DESIGNATION -  BURLEY
 MZ1535  PID         -  MZ1535
 MZ1535  STATE/COUNTY-  CT/TOLLAND
 MZ1535  USGS QUAD   -  WALES (1979)
 MZ1535
 MZ1535                         *CURRENT SURVEY CONTROL
 MZ1535  ___________________________________________________________________
 MZ1535* NAD 83(1996)-  42 01 02.09928(N)    072 12 34.44074(W)     ADJUSTED  
 MZ1535* NAVD 88     -       398.7    (meters)    1308.     (feet)  VERTCON   
 MZ1535  ___________________________________________________________________
 MZ1535  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 MZ1535  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 MZ1535
 MZ1535  HORZ ORDER  -  FIRST
 MZ1535
 MZ1535.The horizontal coordinates were established by classical geodetic methods
 MZ1535.and adjusted by the National Geodetic Survey in August 1998..
 MZ1535
 MZ1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1535
 MZ1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1535
 MZ1535.The geoid height was determined by GEOID03.
 MZ1535
 MZ1535;                    North         East     Units Scale Factor Converg.
 MZ1535;SPC CT       -   284,028.929   349,564.357   MT  1.00001872   +0 21 30.0
 MZ1535;SPC CT       -   931,851.58  1,146,862.39   sFT  1.00001872   +0 21 30.0
 MZ1535;UTM  18      - 4,655,458.943   731,044.259   MT  1.00025690   +1 52 07.0
 MZ1535
 MZ1535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1535!SPC CT       -   0.99994198  x   1.00001872  =   0.99996070
 MZ1535!UTM  18      -   0.99994198  x   1.00025690  =   1.00019887
 MZ1535
 MZ1535:                Primary Azimuth Mark                     Grid Az
 MZ1535:SPC CT       -  HATS                                     085 02 57.9
 MZ1535:UTM  18      -  HATS                                     083 32 20.9
 MZ1535
 MZ1535|---------------------------------------------------------------------|
 MZ1535| PID    Reference Object                     Distance      Geod. Az  |
 MZ1535|                                                           dddmmss.s |
 MZ1535| MZ1532 HATS                                APPROX.10.6 KM 0852427.9 |
 MZ1535| DA3147 BURLEY RM 1                          21.839 METERS 22120     |
 MZ1535| DA3148 BURLEY RM 2                          17.113 METERS 29233     |
 MZ1535|---------------------------------------------------------------------|
 MZ1535
 MZ1535                          SUPERSEDED SURVEY CONTROL
 MZ1535
 MZ1535  NAD 83(1996)-  42 01 02.09925(N)    072 12 34.44078(W) AD(       ) 1
 MZ1535  NAD 83(1992)-  42 01 02.09972(N)    072 12 34.44076(W) AD(       ) 1
 MZ1535  NAD 83(1992)-  42 01 02.09977(N)    072 12 34.44088(W) AD(       ) 1
 MZ1535  NAD 83(1986)-  42 01 02.10116(N)    072 12 34.44048(W) AD(       ) 1
 MZ1535  NAD 27      -  42 01 01.75641(N)    072 12 36.16113(W) AD(       ) 1
 MZ1535  NGVD 29 (07/19/86)  398.9    (m)         1309.     (f) VERT ANG       
 MZ1535
 MZ1535.Superseded values are not recommended for survey control.
 MZ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1535.See file dsdata.txt to determine how the superseded data were derived.
 MZ1535
 MZ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3104455459(NAD 83)
 MZ1535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ1535_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1535_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ1535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1535+STABILITY: POSITION/ELEVATION WELL
 MZ1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1535+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 MZ1535
 MZ1535  HISTORY     - Date     Condition        Report By
 MZ1535  HISTORY     - 1977     MONUMENTED       NGS
 MZ1535  HISTORY     - 20030501 GOOD             INDIV
 MZ1535  HISTORY     - 20050731 GOOD             GEOCAC
 MZ1535
 MZ1535                          STATION DESCRIPTION
 MZ1535
 MZ1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 MZ1535'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF
 MZ1535'STAFFORDVILLE, 3-1/4 MILES NORTHWEST OF UNION AND ON
 MZ1535'PROPERTY OWNED BY MR. KENNETH G. NEUMANN, BOX 166, NEW CITY
 MZ1535'ROAD, STAFFORDVILLE, CONNECTICUT AND 1 MILE SOUTH OF THE
 MZ1535'MASSACHUSETTS-CONNECTICUT STATE LINE.
 MZ1535'
 MZ1535'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD GO EAST
 MZ1535'NORTHEAST ON STATE HIGHWAY 19 FOR 2.1 MILES TO A FORK WHERE
 MZ1535'HIGHWAY 19 TURNS LEFT.  TAKE THE RIGHT FORK AND CONTINUE
 MZ1535'NORTHEASTERLY ON NEW CITY ROAD FOR 0.35 MILE TO A FORK.  TAKE
 MZ1535'THE LEFT FORK AND CONTINUE NORTHEAST ON NEW CITY ROAD FOR 2.0
 MZ1535'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHEAST ON
 MZ1535'NEW CITY ROAD FOR 0.8 MILE TO AN 18-INCH TREE WITH A TRIANGLE
 MZ1535'BLAZE ON THE RIGHT AND A WOODS ROAD RIGHT.  TURN RIGHT
 MZ1535'AND GO EASTERLY ON THE WOODS ROAD FOR 0.25 MILE TO AN OPEN
 MZ1535'FIELD.  CONTINUE EASTERLY ALONG THE SOUTH SIDE OF THE FIELD
 MZ1535'FOR 0.1 MILE TO THE EAST EDGE OF THE FIELD AND A NORTH-SOUTH
 MZ1535'FENCE.  BEAR RIGHT AND GO SOUTH ALONG THE WEST AND SOUTH SIDE
 MZ1535'OF AN OPEN FIELD FOR 0.3 MILE TO THE SOUTHEAST CORNER OF
 MZ1535'THE FIELD AND A WOODS ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 MZ1535'ON THE WOODS ROAD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 MZ1535'
 MZ1535'STATION MARK, STAMPED---BURLEY 1977---, IS A STANDARD DISK CEMENTED
 MZ1535'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT
 MZ1535'IS 56.5 FEET WEST OF THE TOP OF A LARGE ROCK, 28 FEET SOUTHEAST
 MZ1535'OF THE CENTER OF THE WOODS ROAD, 25.5 FEET SOUTH OF A 10-INCH
 MZ1535'OAK TREE AND 25 FEET NORTHEAST OF A 10-INCH TRIANGLE BLAZED OAK
 MZ1535'TREE.
 MZ1535'
 MZ1535'REFERENCE MARK 1, STAMPED---BURLEY NO 1 1977---, IS A STANDARD
 MZ1535'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 MZ1535'ABOUT 1 FOOT ON THE EAST SIDE AND IS FLUSH WITH THE GROUND
 MZ1535'SURFACE ON THE WEST SIDE.  IT IS 52 FEET SOUTH OF A 10-INCH
 MZ1535'TRIANGLE BLAZED OAK TREE, 10 FEET NORTHEAST OF A TWIN TRUNKED
 MZ1535'TREE SUPPORTING THE ROCK AND MARK.
 MZ1535'
 MZ1535'REFERENCE MARK 2, STAMPED---BURLEY NO 2 1977---, IS A STANDARD
 MZ1535'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 MZ1535'1 INCH ABOVE THE GROUND SURFACE.  IT IS 39.5 FEET NORTHWEST
 MZ1535'OF A 10-INCH TRIANGLE BLAZED OAK TREE, 15.5 FEET SOUTH OF A
 MZ1535'TWIN TRUNKED TREE AND 7.5 FEET EAST OF A METAL WITNESS POST.
 MZ1535'
 MZ1535'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH.
 MZ1535'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MZ1535'
 MZ1535'DESCRIBED BY R.S. MOODY.
 MZ1535
 MZ1535                          STATION RECOVERY (2003)
 MZ1535
 MZ1535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 MZ1535'FOUND STATION AND RM'S 1 AND 2
 MZ1535
 MZ1535                          STATION RECOVERY (2005)
 MZ1535
 MZ1535'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 MZ1535'STATION, RM 1, AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7268 ***********************************************************************
 LX7268  DESIGNATION -  BURLINGTON FIRE TOWER
 LX7268  PID         -  LX7268
 LX7268  STATE/COUNTY-  CT/HARTFORD
 LX7268  USGS QUAD   -  COLLINSVILLE (1984)
 LX7268
 LX7268                         *CURRENT SURVEY CONTROL
 LX7268  ___________________________________________________________________
 LX7268* NAD 83(1996)-  41 45 08.98532(N)    072 59 39.44204(W)     ADJUSTED  
 LX7268* NAVD 88     -       353.     (meters)    1158.     (feet)  SCALED    
 LX7268  ___________________________________________________________________
 LX7268  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LX7268  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX7268
 LX7268  HORZ ORDER  -  THIRD
 LX7268
 LX7268.The horizontal coordinates were established by classical geodetic methods
 LX7268.and adjusted by the National Geodetic Survey in August 1998..
 LX7268
 LX7268.The orthometric height was scaled from a topographic map.
 LX7268
 LX7268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7268
 LX7268.The geoid height was determined by GEOID03.
 LX7268
 LX7268;                    North         East     Units Scale Factor Converg.
 LX7268;SPC CT       -   254,511.095   284,483.023   MT  0.99999042   -0 09 43.1
 LX7268;SPC CT       -   835,008.48    933,341.38   sFT  0.99999042   -0 09 43.1
 LX7268;UTM  18      - 4,624,240.764   666,754.221   MT  0.99994219   +1 20 09.4
 LX7268
 LX7268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7268!SPC CT       -   0.99994921  x   0.99999042  =   0.99993963
 LX7268!UTM  18      -   0.99994921  x   0.99994219  =   0.99989141
 LX7268
 LX7268                          SUPERSEDED SURVEY CONTROL
 LX7268
 LX7268  NAD 83(1996)-  41 45 08.98503(N)    072 59 39.44225(W) AD(       ) 4
 LX7268  NAD 83(1992)-  41 45 08.98539(N)    072 59 39.44253(W) AD(       ) 4
 LX7268  NAD 83(1992)-  41 45 08.98661(N)    072 59 39.44373(W) AD(       ) 4
 LX7268  NAD 83(1986)-  41 45 08.98668(N)    072 59 39.44408(W) AD(       ) 4
 LX7268  NAD 27      -  41 45 08.63300(N)    072 59 41.06500(W) AD(       ) 3
 LX7268
 LX7268.Superseded values are not recommended for survey control.
 LX7268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7268.See file dsdata.txt to determine how the superseded data were derived.
 LX7268
 LX7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6675424241(NAD 83)
 LX7268
 LX7268  HISTORY     - Date     Condition        Report By
 LX7268  HISTORY     - 1938     MONUMENTED       CTGS
 LX7268  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX7268
 LX7268                          STATION DESCRIPTION
 LX7268
 LX7268'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX7268'SEE STATION JOHNNYCAKE CTGS.
 LX7268
 LX7268                          STATION RECOVERY (1942)
 LX7268
 LX7268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX7268'THIS IS A TRAVERSE STATION.
 LX7268'
 LX7268'BURLINGTON FIRE TOWER IS A SQUARE STEEL TOWER ABOUT 60 FEET IN
 LX7268'HEIGHT 47.27 FEET SE OF TRIANGULATION STATION JOHNNYCAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5533 ***********************************************************************
 LX5533  DESIGNATION -  BURNS
 LX5533  PID         -  LX5533
 LX5533  STATE/COUNTY-  CT/NEW LONDON
 LX5533  USGS QUAD   -  MONTVILLE (1983)
 LX5533
 LX5533                         *CURRENT SURVEY CONTROL
 LX5533  ___________________________________________________________________
 LX5533* NAD 83(1996)-  41 27 12.32497(N)    072 09 14.32887(W)     ADJUSTED  
 LX5533* NAVD 88     -       144.     (meters)     472.     (feet)  VERTCON   
 LX5533  ___________________________________________________________________
 LX5533  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX5533  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX5533
 LX5533  HORZ ORDER  -  SECOND
 LX5533
 LX5533.The horizontal coordinates were established by classical geodetic methods
 LX5533.and adjusted by the National Geodetic Survey in August 1998..
 LX5533
 LX5533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5533
 LX5533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5533
 LX5533.The geoid height was determined by GEOID03.
 LX5533
 LX5533;                    North         East     Units Scale Factor Converg.
 LX5533;SPC CT       -   221,437.980   354,600.430   MT  0.99998412   +0 23 42.7
 LX5533;SPC CT       -   726,501.11  1,163,384.91   sFT  0.99998412   +0 23 42.7
 LX5533;UTM  18      - 4,593,003.629   737,719.054   MT  1.00029550   +1 53 05.9
 LX5533
 LX5533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5533!SPC CT       -   0.99998222  x   0.99998412  =   0.99996634
 LX5533!UTM  18      -   0.99998222  x   1.00029550  =   1.00027771
 LX5533
 LX5533|---------------------------------------------------------------------|
 LX5533| PID    Reference Object                     Distance      Geod. Az  |
 LX5533|                                                           dddmmss.s |
 LX5533| CZ7134 BURNS RM 1                           14.431 METERS 04544     |
 LX5533| LX5532 BURNS RM 2                           14.086 METERS 15509     |
 LX5533| LX5541 MONTVILLE ATT MICROWAVE             APPROX. 4.5 KM 2923255.2 |
 LX5533| CZ7133 BURNS AZ MK                                        3180053.2 |
 LX5533|---------------------------------------------------------------------|
 LX5533
 LX5533                          SUPERSEDED SURVEY CONTROL
 LX5533
 LX5533  NAD 83(1992)-  41 27 12.32405(N)    072 09 14.32841(W) AD(       ) 2
 LX5533  NAD 83(1986)-  41 27 12.32502(N)    072 09 14.33131(W) AD(       ) 2
 LX5533  NAD 27      -  41 27 11.97352(N)    072 09 16.05108(W) AD(       ) 2
 LX5533  NGVD 29 (07/19/86)  144.     (m)          472.     (f) VERT ANG       
 LX5533
 LX5533.Superseded values are not recommended for survey control.
 LX5533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5533.See file dsdata.txt to determine how the superseded data were derived.
 LX5533
 LX5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3771993004(NAD 83)
 LX5533_MARKER: DS = TRIANGULATION STATION DISK
 LX5533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5533+STABILITY: SURFACE MOTION
 LX5533
 LX5533  HISTORY     - Date     Condition        Report By
 LX5533  HISTORY     - 1975     MONUMENTED       NGS
 LX5533  HISTORY     - 1976     GOOD             NGS
 LX5533  HISTORY     - 20030625 GOOD             USPSQD
 LX5533
 LX5533                          STATION DESCRIPTION
 LX5533
 LX5533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5533'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF
 LX5533'CHESTERFIELD, 1-1/4 MILES SOUTHEAST OF OAKDALE, 1 MILE
 LX5533'NORTHWEST OF MONTVILLE AND ON PROPERTY OWNED BY THE EASTERN
 LX5533'CONNECTICUT CABLE TV INCORPORATED.  TELEPHONE NUMBER 442-8525.
 LX5533'
 LX5533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85
 LX5533'AND 161 IN CHESTERFIELD, GO NORTHWEST ON STATE HIGHWAY 85 FOR
 LX5533'0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON
 LX5533'CHESTERFIELD ROAD FOR 3.45 MILE TO A CROSSROAD, TURN RIGHT AND
 LX5533'GO SOUTHEAST ON OLD COLCHESTER ROAD 0.65 MILE TO A GRAVELED
 LX5533'DRIVE ON THE LEFT, TURN LEFT AND GO NORTHERLY ON THE GRAVELED
 LX5533'DRIVE FOR 0.1 MILE TO THE MONTVILLE CABLE TV MAST ON THE RIGHT
 LX5533'AND THE STATION STRAIGHT AHEAD AS DESCRIBED.
 LX5533'
 LX5533'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ACROSS
 LX5533'THE FIELD FOR 0.1 MILE TO THE WEST END OF THE FIELD AND THE
 LX5533'AZIMUTH MARK AS DESCRIBED.
 LX5533'
 LX5533'THE STATION MARKS ARE STANDARD DISKS STAMPED BURNS 1975.  THE
 LX5533'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LX5533'POST WHICH IS ABOUT 10 INCHES BELOW THE GROUND SURFACE.  IT IS
 LX5533'111.5 FEET NORTH OF THE NORTH CORNER OF THE FENCE AROUND
 LX5533'THE TV MAST, 79.5 FEET NORTHEAST OF A GUY CABLE FOR THE TV
 LX5533'MAST AND 48 FEET SOUTHWEST OF A METAL WITNESS POST BY REFERENCE
 LX5533'MARK 1.  THE UNDERGROUND MARK IS ABOUT 42 INCHES BELOW THE
 LX5533'GROUND SURFACE, SET IN THE TOP OF AN IRREGULAR MASS OF
 LX5533'CONCRETE.
 LX5533'
 LX5533'REFERENCE MARK 1, STAMPED BURNS 1975 RM 1, IS A STANDARD
 LX5533'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 LX5533'ABOUT 3 BY 4 FEET AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 LX5533'SURFACE.  IT IS 9.5 FEET SOUTH OF A TWIN TRUNKED TREE, 7.0
 LX5533'FEET NORTHWEST OF AN 8-INCH TREE AND 2.0 FEET SOUTHEAST OF
 LX5533'A METAL WITNESS POST.
 LX5533'
 LX5533'REFERENCE MARK 2, STAMPED BURNS 1975 RM 2, IS A STANDARD
 LX5533'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 LX5533'IS ABOUT 10 INCHES BELOW THE GROUND SURFACE.  IT IS 84 FEET
 LX5533'EAST OF A GUY CABLE FOR THE TV MAST, 77.5 FEET NORTHEAST OF THE
 LX5533'NORTH CORNER OF THE FENCE AROUND THE TV MAST AND 49 FEET WEST
 LX5533'OF A 17 INCH TREE AND A ROCK FENCE.
 LX5533'
 LX5533'THE AZIMUTH MARK, STAMPED BURNS 1975 AZ, IS A STANDARD
 LX5533'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 LX5533'WHICH IS ABOUT 2 BY 4 FEET AND PROJECTS ABOUT 8 INCHES ABOVE
 LX5533'THE GROUND SURFACE.  IT IS 30 FEET NORTHWEST OF THE NORTHWEST
 LX5533'EDGE OF THE FIELD, 29 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 LX5533'OF A CONCRETE FOUNDATION AND 10 FEET WEST OF A METAL WITNESS
 LX5533'POST.
 LX5533'
 LX5533'HEIGHT OF LIGHT ABOVE STATION MARK 1.8 METERS.
 LX5533
 LX5533                          STATION RECOVERY (1976)
 LX5533
 LX5533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX5533'THE STATION IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF
 LX5533'CHESTERFIELD, 1-1/4 MILES SOUTHEAST OF OAKDALE, 1 MILE
 LX5533'NORTHWEST OF MONTVILLE AND ON PROPOERTY OWNED BY EASTERN
 LX5533'CONNECTICUT CABLE TELEVISION INCORPORATED.
 LX5533'
 LX5533'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 85 AND 161 IN
 LX5533'CHESTERFIELD, GO NORTHWEST ON STATE HIGHWAY 85 FOR 0.2
 LX5533'MILE TO CROSSROAD, TURN RIGHT, GO NORTHEAST ON CHESTERFIELD
 LX5533'ROAD FOR 3.4 MILES TO CROSSROADS, TURN RIGHT, GO SOUTHEASTERLY
 LX5533'ON OLD CHESTERFIELD ROAD FOR 0.65 MILE TO SIDE ROAD LEFT
 LX5533'LEADING TO TELEVISION MAST AND CGS 4883 (AZI 2 ON RIGHT).  TURN
 LX5533'LEFT, GO NORTHERLY ON GRAVEL ROAD FOR 0.1 MILE TO STATION.
 LX5533'
 LX5533'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LX5533'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS IN THE
 LX5533'WAY OF CONSTRUCTION OF NEW ROADWAY AND WAS DESTROYED AFTER
 LX5533'THESE OBSERVATIONS.  THE CONNECTICUT GEODETIC SURVEY MARK 4883
 LX5533'WAS USED AS THE NEW AZIMUTH MARK.
 LX5533'
 LX5533'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 LX5533'CONCRETE MONUMENT ABOUT 8 INCHES BELOW GROUND AND IS STAMPED
 LX5533'BURNS 1975.  IT IS 80 FEET NORTHEAST OF A GUY CABLE FOR MAST
 LX5533'AND 48 FEET SOUTHWEST OF WITNESS POST AND A ROCK FENCE.
 LX5533'
 LX5533'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE
 LX5533'IN A 3 X 4 FOOT BOULDER PROJECTING ABOUT 3 FEET ABOVE
 LX5533'GROUND AND IS STAMPED BURNS NO 1 1975.  IT IS 9.5 FEET
 LX5533'SOUTH OF A TWIN GRUNK TREE, 7 FEET NORTHWEST OF AN 8 INCH
 LX5533'TREE AND 2.0 FEET SOUTHEAST OF WITNESS POST.
 LX5533'
 LX5533'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 LX5533'ROUND CONCRETE MONUMENT ABOUT 8 INCHES BELOW GRIUND AND
 LX5533'IS STAMPED BURNS NO 2 1975.  IT IS 84 FEET EAST OF GUY CABLE TO
 LX5533'MAST, 77.5 FEET NORTHEAST OF NORTH CORNER OF FENCE AROUND MAST AND
 LX5533'49 FEET WEST OF ROCK FENCE.
 LX5533'
 LX5533'AZI 2 IS A CONNECTICUT GEODETIC SURVEY DISK SET IN AN 8 INCH
 LX5533'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED
 LX5533'4883.  IT IS 44 FEET WEST OF POWER POLE CP0227 WITH TRANSFORMER,
 LX5533'18.5 FEET SOUTHWEST OF CENTER OF ROAD AND 4.4 FEET NORTHEAST
 LX5533'OF WITNESS POST.
 LX5533'
 LX5533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5533'1 MILE NORTHWEST OF MONTVILLE.
 LX5533
 LX5533                          STATION RECOVERY (2003)
 LX5533
 LX5533'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX5533'RM1 AND AZIMUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5141 ***********************************************************************
 LX5141  DESIGNATION -  BURNT HOUSE PIER LIGHT 18
 LX5141  PID         -  LX5141
 LX5141  STATE/COUNTY-  CT/NEW LONDON
 LX5141  USGS QUAD   -  UNCASVILLE (1984)
 LX5141
 LX5141                         *CURRENT SURVEY CONTROL
 LX5141  ___________________________________________________________________
 LX5141* NAD 83(1996)-  41 29 40.73881(N)    072 04 48.54017(W)     ADJUSTED  
 LX5141* NAVD 88     -                                                        
 LX5141  ___________________________________________________________________
 LX5141  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 LX5141  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5141
 LX5141  HORZ ORDER  -  THIRD
 LX5141
 LX5141.The horizontal coordinates were established by classical geodetic methods
 LX5141.and adjusted by the National Geodetic Survey in August 1998..
 LX5141
 LX5141
 LX5141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5141
 LX5141.The geoid height was determined by GEOID03.
 LX5141
 LX5141;                    North         East     Units Scale Factor Converg.
 LX5141;SPC CT       -   226,061.646   360,733.627   MT  0.99998337   +0 26 38.9
 LX5141;SPC CT       -   741,670.58  1,183,506.91   sFT  0.99998337   +0 26 38.9
 LX5141;UTM  18      - 4,597,786.845   743,731.885   MT  1.00033113   +1 56 07.8
 LX5141;UTM  19      - 4,598,251.524   242,885.658   MT  1.00041363   -2 02 30.7
 LX5141
 LX5141                          SUPERSEDED SURVEY CONTROL
 LX5141
 LX5141  NAD 83(1992)-  41 29 40.73780(N)    072 04 48.53952(W) AD(       ) 4
 LX5141  NAD 83(1986)-  41 29 40.73842(N)    072 04 48.54201(W) AD(       ) 4
 LX5141  NAD 27      -  41 29 40.38600(N)    072 04 50.25700(W) AD(       ) 3
 LX5141
 LX5141.Superseded values are not recommended for survey control.
 LX5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5141.See file dsdata.txt to determine how the superseded data were derived.
 LX5141
 LX5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4373297787(NAD 83)
 LX5141_MARKER: 14 = NAVIGATION LIGHT
 LX5141
 LX5141  HISTORY     - Date     Condition        Report By
 LX5141  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5141  HISTORY     - 1961     GOOD             CGS
 LX5141  HISTORY     - 1966     GOOD             CGS
 LX5141  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5141
 LX5141                          STATION DESCRIPTION
 LX5141
 LX5141'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5141'THE LIGHT WAS RECOVERED IN GOOD CONDITION.  THERE IS NO PREVIOUS
 LX5141'DESCRIPTION.
 LX5141'
 LX5141'THE LIGHT IS LOCATED ABOUT .2 MILE NORTH OF THE SOUTH END OF
 LX5141'THE LONG ROCK DIKE IN THE THAMES RIVER.  THE LIGHT IS LOCATED
 LX5141'ON THE TOP OF A RED STEEL SKELETON TOWER WITH A WHITE STEEL
 LX5141'PYRAMIDAL BOX AT ITS BASE ON A CONCRETE FOUNDATION.  THE
 LX5141'C.G. LIST OF LIGHTS STATES THIS LIGHT WAS BUILT IN 1925.
 LX5141
 LX5141                          STATION RECOVERY (1966)
 LX5141
 LX5141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5141'RECOVERED IN GOOD CONDITION.  THIS IS NOW BURNT HOUSE PIER
 LX5141'LIGHT 32.
 LX5141
 LX5141                          STATION RECOVERY (1984)
 LX5141
 LX5141'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5141'BURNT HOUSE PIER LIGHT NO 18 DESTROYED AND REPLACED BY A
 LX5141'SINGLE METAL COLUMN 24 FEET HIGH WITH A FLASHING RED 4 SECOND
 LX5141'LIGHT AT THE TOP.  UNDER THE LIGHT IS A TRIANGLE DAY MARK RED WITH
 LX5141'THE NUMBER 32.  MIDWAY ON THE COLUMN IS A WHITE RECTANGULAR BOX.
 LX5141'THIS REPLACEMENT IS MOUNTED ON THE ORIGINAL FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4927 ***********************************************************************
 LX4927  DESIGNATION -  BURROWS HILL
 LX4927  PID         -  LX4927
 LX4927  STATE/COUNTY-  CT/TOLLAND
 LX4927  USGS QUAD   -  MARLBOROUGH (1984)
 LX4927
 LX4927                         *CURRENT SURVEY CONTROL
 LX4927  ___________________________________________________________________
 LX4927* NAD 83(1996)-  41 38 07.81821(N)    072 23 30.63568(W)     ADJUSTED  
 LX4927* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 LX4927  ___________________________________________________________________
 LX4927  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LX4927  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX4927
 LX4927  HORZ ORDER  -  FIRST
 LX4927
 LX4927.The horizontal coordinates were established by classical geodetic methods
 LX4927.and adjusted by the National Geodetic Survey in August 1998..
 LX4927
 LX4927.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4927
 LX4927.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4927
 LX4927.The geoid height was determined by GEOID03.
 LX4927
 LX4927;                    North         East     Units Scale Factor Converg.
 LX4927;SPC CT       -   241,550.520   334,642.364   MT  0.99998472   +0 14 14.9
 LX4927;SPC CT       -   792,487.00  1,097,905.82   sFT  0.99998472   +0 14 14.9
 LX4927;UTM  18      - 4,612,594.308   717,238.541   MT  1.00018079   +1 44 00.6
 LX4927
 LX4927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4927!SPC CT       -   0.99997593  x   0.99998472  =   0.99996065
 LX4927!UTM  18      -   0.99997593  x   1.00018079  =   1.00015672
 LX4927
 LX4927:                Primary Azimuth Mark                     Grid Az
 LX4927:SPC CT       -  SKYLINE RM 4                             044 44 11.0
 LX4927:UTM  18      -  SKYLINE RM 4                             043 14 25.3
 LX4927
 LX4927|---------------------------------------------------------------------|
 LX4927| PID    Reference Object                     Distance      Geod. Az  |
 LX4927|                                                           dddmmss.s |
 LX4927| LX3109 SKYLINE RM 4                        APPROX. 5.8 KM 0445825.9 |
 LX4927| CZ7136 BURROWS HILL RM 1                    35.890 METERS 09230     |
 LX4927| CZ7138 BURROWS HILL RM 3                    56.181 METERS 12540     |
 LX4927| LX4887 COLCHESTER STANDPIPE                APPROX. 9.3 KM 1405816.6 |
 LX4927| CZ7135 BURROWS HILL AZ MK                                 1573653.2 |
 LX4927| CZ7137 BURROWS HILL RM 2                    30.242 METERS 28135     |
 LX4927| LX4938 GLASTONBURY MICROWAVE TOWER         APPROX.10.6 KM 3203406.1 |
 LX4927|---------------------------------------------------------------------|
 LX4927
 LX4927                          SUPERSEDED SURVEY CONTROL
 LX4927
 LX4927  NAD 83(1996)-  41 38 07.81762(N)    072 23 30.63556(W) AD(       ) 1
 LX4927  NAD 83(1992)-  41 38 07.81763(N)    072 23 30.63549(W) AD(       ) 1
 LX4927  NAD 83(1992)-  41 38 07.81914(N)    072 23 30.63726(W) AD(       ) 1
 LX4927  NAD 83(1986)-  41 38 07.81916(N)    072 23 30.63720(W) AD(       ) 1
 LX4927  NAD 27      -  41 38 07.46408(N)    072 23 32.33611(W) AD(       ) 1
 LX4927  NGVD 29 (07/19/86)  183.5    (m)          602.     (f) VERT ANG       
 LX4927
 LX4927.Superseded values are not recommended for survey control.
 LX4927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4927.See file dsdata.txt to determine how the superseded data were derived.
 LX4927
 LX4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1723912594(NAD 83)
 LX4927_MARKER: DS = TRIANGULATION STATION DISK
 LX4927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4927_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4927+STABILITY: SURFACE MOTION
 LX4927
 LX4927  HISTORY     - Date     Condition        Report By
 LX4927  HISTORY     - 1942     MONUMENTED       CGS
 LX4927  HISTORY     - 1971     GOOD             CTGS
 LX4927  HISTORY     - 1975     GOOD             NGS
 LX4927
 LX4927                          STATION DESCRIPTION
 LX4927
 LX4927'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4927'STATION IS LOCATED ABOUT 2.5 MILES W OF AMSTON AND ABOUT 2 MILES
 LX4927'SW OF HEBRON, 40.0 FEET N OF AN E-W WIRE FENCE ON A HIGH WOODED
 LX4927'HILL OWNED BY MR. ALLYN.  THE DISK IS STAMPED BURROWS HILL 1942.
 LX4927'
 LX4927'R.M. NO. 1 IS 119.46 FEET SE OF THE STATION, 2.0 FEET S OF A
 LX4927'12-INCH FUR TREE.  THE DISK IS STAMPED BURROWS HILL NO. 1, 1942.
 LX4927'
 LX4927'R.M. NO. 2 IS 99.25 FEET NW OF THE STATION.  THE DISK IS
 LX4927'STAMPED BURROWS HILL NO. 2, 1942.
 LX4927'
 LX4927'AZIMUTH MARK IS ABOUT 0.35 MILE SE OF THE STATION, 47 FEET SW
 LX4927'OF A 36-INCH OAK TREE, 12.8 FEET S OF AN OPEN GATEWAY, 48.0
 LX4927'FEET S OF A BRONZE REFERENCE POST AND 105 FEET S OF THE CENTER
 LX4927'OF THE ROAD.  THE DISK IS STAMPED BURROWS HILL 1942.
 LX4927'
 LX4927'TO REACH STATION FROM THE JUNCTION OF STATE ROUTES 6 ALT. AND
 LX4927'2, 5 MILES SE OF EAST HAMPTON, GO SE ON ROUTE 2 FOR 4.9 MILES TO
 LX4927'A SURFACED ROAD LEFT AND ROUTE 149 ON THE RIGHT, TURN LEFT ON
 LX4927'SURFACED ROAD AND GO 2.9 MILES TO AZIMUTH MARK ON THE RIGHT,
 LX4927'CONTINUE STRAIGHT AHEAD 0.05 MILE TO MR. ALLYNS HOUSE ON THE
 LX4927'LEFT, CONTINUE STRAIGHT AHEAD 0.05 MILE TO POLE GATE ON THE LEFT
 LX4927'JUST BEFORE REACHING ANOTHER HOUSE ON THE LEFT, TURN LEFT
 LX4927'THROUGH POLE GATE AND GO 0.1 MILE, TURN RIGHT WITH FENCE LINE
 LX4927'AND GO 0.1 MILE TO EDGE OF WOODS, TURN LEFT AND FOLLOW W EDGE
 LX4927'OF WOODS UP HILL ABOUT 0.05 MILE TO STATION ON THE RIGHT.
 LX4927'
 LX4927'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LX4927
 LX4927                          STATION RECOVERY (1971)
 LX4927
 LX4927'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX4927'BURROWS HILL 1942 THE STATION AND RMS WERE RECOVERED IN GOOD
 LX4927'CONDITION.
 LX4927'
 LX4927'STATION MARK IS A U.S.C. AND G.S. STATE SURVEY BRONZE DISK
 LX4927'STAMPED--BURROWS HILL 1942.
 LX4927'
 LX4927'TO REACH THE STATION FROM ROUTE 2 (V.F.W. HIGHWAY) AND
 LX4927'ROUTE 66 (MAIN STREET) IN MARLBOROUGH GO NORTHEAST ON ROUTE
 LX4927'66 4.0 MILES TO BURROWS HILL ROAD, TURN RIGHT (SOUTH) AND
 LX4927'GO 1.4 MILES TO THE STATION.  IT IS ON THE WEST SIDE OF THE
 LX4927'ROAD, 600 FT ON THE HIGH PART OF THE HILL.  R.M. 1--SOUTHEAST
 LX4927'OF STATION--A DISK STAMPED BURROWS HILL 1, 1942.  IT IS
 LX4927'2.0 FT SOUTH OF A 12 IN FUR TREE.
 LX4927'
 LX4927'R.M. 2--SOUTHWEST.  OF STATION--A DISK STAMPED BURROWS HILL 2,
 LX4927'1942.
 LX4927'
 LX4927'NOTE--AZIMUTH MARK IS ABOUT 0.35 MILES SOUTHEAST OF THE
 LX4927'STATION, 47 FT SOUTHEAST OF A 36 IN OAK TREE, 12.8 FT SOUTH
 LX4927'OF AN OPEN GATEWAY, 4.80 FT SOUTH OF A BRONZE REFERENCE POST
 LX4927'AND 105.0 FT SOUTH OF THE CENTER OF THE ROAD.  THE DISK IS
 LX4927'STAMPED BURROWS HILL 1942.
 LX4927
 LX4927                          STATION RECOVERY (1975)
 LX4927
 LX4927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4927'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX4927'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 LX4927'RECOVERED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE
 LX4927'DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED THE 1942
 LX4927'OBSERVATIONS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 LX4927'SHORTER BY 0.521 METERS AND THE DISTANCE TO REFERENCE MARK 2 WAS
 LX4927'FOUND TO BE SHORTER BY 0.010 METERS.  A NEW AND COMPLETE
 LX4927'DESCRIPTION FOLLOWS.
 LX4927'
 LX4927'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF COLCHESTER,
 LX4927'2-1/2 MILES NORTHWEST OF AMSTON AND 1-1/2 MILES SOUTHWEST OF
 LX4927'HEBRON.
 LX4927'
 LX4927'THE STATION IS ON PROPERTY OWNED BY THE ALLYN ESTATE.  MR. RICHARD
 LX4927'BENNET.  TRUST REAL ESTATE DEPARTMENT.  777 MAIN STREET.  HARTFORD
 LX4927'NATIONAL BANK.  HARTFORD, CONNECTICUT 06115, CAN BE CONTACTED FOR
 LX4927'INFORMATION ABOUT THIS PROPERTY.  THE PROPERTY OF MR. DUANE
 LX4927'TOTTEN.  BURROWS HILL ROAD.  HEBRON, CONNECTICUT, WILL ALSO BE
 LX4927'CROSSED IN REACHING THE STATION.  HIS TELEPHONE NUMBER IS
 LX4927'228-9830.
 LX4927'
 LX4927'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 LX4927'85 IN COLCHESTER, GO NORTHWEST ON STATE HIGHWAYS 16 AND 85 FOR
 LX4927'0.1 MILE TO WHERE STATE HIGHWAY 16 BEARS TO THE RIGHT AND STATE
 LX4927'HIGHWAY 85 CONTINUES AHEAD, CONTINUE NORTHWEST FOLLOWING STATE
 LX4927'HIGHWAY 85 FOR 0.25 MILE TO WHERE STATE HIGHWAY 85 BEARS TO THE
 LX4927'RIGHT, CONTINUE STRAIGHT AHEAD FOLLOWING OLD STATE HIGHWAY 2 FOR
 LX4927'1.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHWEST ON
 LX4927'OLD HARTFORD ROAD FOR 1.85 MILES TO A CROSSROAD, TURN RIGHT
 LX4927'AND GO NORTH ON JONES STREET FOR 3.0 MILES TO A DRIVEWAY ON
 LX4927'THE LEFT LEADING TO MR TOTTENS RESIDENCE, TURN LEFT AND GO
 LX4927'WESTERLY FOLLOWING THE DRIVEWAY FOR ABOUT 150 FEET TO A
 LX4927'GATE IN A WOODEN FENCE, PASS THROUGH THE GATE AND THEN BEAR TO
 LX4927'THE RIGHT AND FOLLOW A TRACK ROAD NORTHWEST, UPHILL, FOR
 LX4927'0.2 MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 LX4927'
 LX4927'THE STATION MARK IS A STANDARD DISK STAMPED BURROWS HILL 1942,
 LX4927'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH
 LX4927'WITH THE GROUND SURFACE.  IT IS 41.5 FEET SOUTHEAST OF A TRIANGULAR
 LX4927'BLAZED TREE, 22 FEET WEST OF THE APPROXIMATE CENTER OF THE TRACK
 LX4927'ROAD AND 2.1 FEET SOUTH OF A METAL WITNESS POST.  NO INFORMATION
 LX4927'WAS AVAILABLE AS TO WETHER THERE IS AN UNDERGROUND MARK FOR THIS
 LX4927'STATION.
 LX4927'
 LX4927'REFERENCE MARK 1, STAMPED BURROWS HILL NO 1 1942, IS A STANDARD
 LX4927'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 LX4927'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET NORTHEAST
 LX4927'OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 22.5 FEET SOUTHWEST
 LX4927'OF A TWIN TRUNKED TREE AND 22.5 FEET EAST OF A TWIN TRUNKED
 LX4927'TREE.
 LX4927'
 LX4927'REFERENCE MARK 2, STAMPED BURROWS HILL NO 2 1942, IS A STANDARD
 LX4927'DISK CEMENTED IN THE TOP OF A BOULDER WHICH PROJECTS ABOUT 18
 LX4927'INCHES ABOVE THE GROUND SURFACE.  IT IS 99 FEET WEST OF A METAL
 LX4927'WITNESS POST, 28 FEET EAST OF A 12-INCH TRIANGULAR BLAZED TREE AND
 LX4927'18 FEET SOUTH OF A CAIRN.
 LX4927'
 LX4927'REFERENCE MARK 3, STAMPED BURROWS HILL 1942 NO 3 1975, IS A
 LX4927'STANDARD DISK CEMENTED IN THE TOP OF A BOULDER WHICH IS FLUSH WITH
 LX4927'THE GROUND SURFACE.  IT IS 18 FEET SOUTHWEST OF THE APPROXIMATE
 LX4927'CENTER OF THE TRACK ROAD, 12.5 FEET WEST OF A 2-FOOT OAK TREE AND
 LX4927'4.5 FEET EAST OF A METAL WITNESS POST.
 LX4927'
 LX4927'REFERENCE MARK 2 AND REFERENCE MARK 3 WERE NOT MEASURED BETWEEN
 LX4927'DUE TO TREES AND BRUSH ON LINE.
 LX4927'
 LX4927'HEIGHT OF LIGHT ABOVE STATION MARK 88.9 FEET.
 LX4927'
 LX4927'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4927'1-1/2 MILES SOUTHWEST OF HEBRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6537 ***********************************************************************
 LX6537  DESIGNATION -  BURWELL 2
 LX6537  PID         -  LX6537
 LX6537  STATE/COUNTY-  CT/NEW HAVEN
 LX6537  USGS QUAD   -  NEW HAVEN (1984)
 LX6537
 LX6537                         *CURRENT SURVEY CONTROL
 LX6537  ___________________________________________________________________
 LX6537* NAD 83(1996)-  41 17 38.35231(N)    072 58 20.82518(W)     ADJUSTED  
 LX6537* NAVD 88     -        86.     (meters)     282.     (feet)  SCALED    
 LX6537  ___________________________________________________________________
 LX6537  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 LX6537  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6537
 LX6537  HORZ ORDER  -  SECOND
 LX6537
 LX6537.The horizontal coordinates were established by classical geodetic methods
 LX6537.and adjusted by the National Geodetic Survey in August 1998..
 LX6537
 LX6537.The orthometric height was scaled from a topographic map.
 LX6537
 LX6537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6537
 LX6537.The geoid height was determined by GEOID03.
 LX6537
 LX6537;                    North         East     Units Scale Factor Converg.
 LX6537;SPC CT       -   203,583.202   286,168.197   MT  0.99999184   -0 08 51.0
 LX6537;SPC CT       -   667,922.56    938,870.16   sFT  0.99999184   -0 08 51.0
 LX6537;UTM  18      - 4,573,375.912   669,764.658   MT  0.99995470   +1 20 18.0
 LX6537
 LX6537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6537!SPC CT       -   0.99999113  x   0.99999184  =   0.99998297
 LX6537!UTM  18      -   0.99999113  x   0.99995470  =   0.99994583
 LX6537
 LX6537|---------------------------------------------------------------------|
 LX6537| PID    Reference Object                     Distance      Geod. Az  |
 LX6537|                                                           dddmmss.s |
 LX6537| LX7650 BURWELL 2 RM 3                       13.452 METERS 20229     |
 LX6537| CZ7140 BURWELL RM 2                         23.318 METERS 29537     |
 LX6537| LX7578 BURWELL 2 RM 4                      103.809 METERS 34736     |
 LX6537| LX6495 BURWELL                              19.338 METERS 35023     |
 LX6537|---------------------------------------------------------------------|
 LX6537
 LX6537                          SUPERSEDED SURVEY CONTROL
 LX6537
 LX6537  NAD 83(1992)-  41 17 38.35132(N)    072 58 20.82497(W) AD(       ) 2
 LX6537  NAD 83(1986)-  41 17 38.35286(N)    072 58 20.83020(W) AD(       ) 2
 LX6537  NAD 83(1986)-  41 17 38.35375(N)    072 58 20.83118(W) AD(       ) 2
 LX6537  NAD 27      -  41 17 38.01193(N)    072 58 22.45941(W) AD(       ) 2
 LX6537
 LX6537.Superseded values are not recommended for survey control.
 LX6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6537.See file dsdata.txt to determine how the superseded data were derived.
 LX6537
 LX6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6976573376(NAD 83)
 LX6537_MARKER: DS = TRIANGULATION STATION DISK
 LX6537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6537+STABILITY: SURFACE MOTION
 LX6537
 LX6537  HISTORY     - Date     Condition        Report By
 LX6537  HISTORY     - 1976     MONUMENTED       NGS
 LX6537  HISTORY     - 1982     GOOD             NGS
 LX6537  HISTORY     - 1987     GOOD             USPSQD
 LX6537  HISTORY     - 1989     GOOD             USPSQD
 LX6537
 LX6537                          STATION DESCRIPTION
 LX6537
 LX6537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX6537'STATION IS LOCATED IN WEST HAVEN ON A PROMINENT HILL KNOWN
 LX6537'LOCALLY AS BURWELL HILL, ABOUT 1-1/2 MILES NORTH OF INTERSTATE 95,
 LX6537'ABOUT 1-1/4 MILES WEST OF THE WEST RIVER, ABOUT 3/4 MILE NORTH
 LX6537'OF U.S. HIGHWAY 1, ABOUT 500 FEET SOUTH OF BURWELL WATER TANK
 LX6537'AND ON THE PROPERTY OF MR. RODNEY T. BURWELL WHO LIVES IN THE NEW
 LX6537'HOUSE AT THE STATION SITE.
 LX6537'
 LX6537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX6537'STATE HIGHWAY 162 IN WEST HAVEN, GO EASTERLY ON U.S. HIGHWAY 1
 LX6537'FOR 1.35 MILES TO SIDE ROAD LEFT, TURN LEFT, GO NORTHERLY ON
 LX6537'FAIRFAX AVENUE FOR 0.55 MILE TO SIDE ROAD RIGHT, TURN RIGHT, GO
 LX6537'NORTHEAST ON BURWELL ROAD FOR 0.1 MILE TO FENWICK STREET, TURN
 LX6537'RIGHT, GO SOUTH ON PRIVATE ROAD FOR 0.1 MILE TO BURWELL WATER
 LX6537'TANK ON RIGHT, CONTINUE AHEAD FOR 0.05 MILE TO NEW HOUSE AND
 LX6537'THE STATION ON THE SOUTH SIDE OF THE NEW HOUSE.
 LX6537'
 LX6537'STATION MARK IS A STANDARD DISK SET IN TOP OF A 12 INCH ROUND
 LX6537'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BURWELL 2
 LX6537'1976.  IT IS 88 FEET SOUTH OF THE SOUTHEAST CORNER OF NEW HOUSE,
 LX6537'88 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF NEW HOUSE
 LX6537'AND 52 FEET NORTHEAST OF A BLUE SPRUCE TREE.
 LX6537'
 LX6537'REFERENCE MARK 2 A STANDARD DISK SET TOP OF A 10 INCH SQUARE
 LX6537'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BURWELL
 LX6537'NO 2 1933.  IT IS 107 FEET SOUTH OF SOUTHWEST CORNER OF OLD
 LX6537'HOUSE AND 47 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF NEW HOUSE.
 LX6537'
 LX6537'REFERENCE MARK 3 A STANDARD DISK SET IN A 12 INCH ROUND
 LX6537'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED BURWELL 2
 LX6537'NO 3 1976.  IT IS 121 FEET SOUTH OF THE SOUTHWEST CORNER OF NEW
 LX6537'HOUSE AND 13 FEET EAST OF A BLUE SPRUCE TREE.
 LX6537'
 LX6537'NO AZIMUTH MARK FOR THIS STATION.
 LX6537
 LX6537                          STATION RECOVERY (1982)
 LX6537
 LX6537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6537'THE STATION AND REFERENCE MARK 2 AND 3 WERE RECOVERED IN GOOD
 LX6537'CONDITION.  THE STATION IS NOW IN THE MIDDLE OF A SMALL PEACH
 LX6537'ORCHARD AND COULD ONLY BE OCCUPIED FOR REFERENCE MARKS.
 LX6537'THE ANGLE BETWEEN REFERENCE MARK 2 AND 3 CHECKED THE 1976 DATA,
 LX6537'THE DISTANCE TO REFERENCE MARK 3 CHECKED BUT THE DISTANCE TO
 LX6537'REFERENCE MARK 2 WAS LONGER BY 0.025 METERS AND THE DISTANCE FROM
 LX6537'REFERENCE MARK 2 TO REFERENCE MARK 3 WAS LONGER BY 0.028
 LX6537'METERS.  A NEW STATION, BURWELL 2 1976 RM 4 WAS ESTABLISHED AT
 LX6537'THIS TIME.  A TRAVERSE TIE WAS MADE TO REFERENCE MARK 3 AND THEN
 LX6537'FROM REFERENCE MARK 3 TO BURWELL 2 1976 RM 4.  THE 1976 STATION
 LX6537'OR REFERENCE MARK 3 IS NOT VISABLE FROM THE GROUND TO
 LX6537'BURWELL 2 1976 RM 4, DUE TO A HOUSE.  THE CONNECTION WAS MADE
 LX6537'TO THE TOP OF A 23.5 METER BILBY STEEL TOWER.
 LX6537'
 LX6537'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF INTERSTATE
 LX6537'HIGHWAY 95, 1.3 KM (0.8 MI) NORTH OF U.S. HIGHWAY 1 AND IN THE
 LX6537'NORTH EDGE OF WEST HAVEN, ON BURWELL HILL.
 LX6537'OWNERSHIP--MR RODNEY T BURWELL, BURWELL HILL,
 LX6537'WEST HAVEN CT 06516, PHONE 203-933-0836.
 LX6537'
 LX6537'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX6537'STATE HIGHWAY 162 IN WEST HAVEN.  GO EASTERLY ON U.S. HIGHWAY 1
 LX6537'FOR 2.0 KM (1.25 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LX6537'NORTHERLY ON FAIRFAX AVENUE FOR 1.0 KM (0.6 MI) TO A SIDE ROAD
 LX6537'RIGHT.  TURN RIGHT AND GO NORTHEAST ON BURWELL ROAD FOR 0.2 KM
 LX6537'(0.1 MI) TO A T-ROAD, FENWICK STREET.  TURN RIGHT AND GO SOUTH
 LX6537'ON PRIVATE ROAD FOR 0.2 KM (0.15 MI) TO A METAL GATE AND A
 LX6537'FENCED INCLOSURE FOR TWO LARGE STANDPIPES, CONTINUE SOUTH ON THE
 LX6537'PAVED DRIVE FOR 0.1 KM (0.05 MI) TO A HOUSE AND DRIVEWAY ON THE
 LX6537'RIGHT AND STATION BURWELL 2 1976 RM 4 ON THE RIGHT, JUST INSIDE
 LX6537'THE FENCED INCLOSURE.  CONTINUE SOUTHERLY ON THE PAVED
 LX6537'DRIVE FOR 0.1 KM (0.05 MI) TO THE END OF THE DRIVE AND
 LX6537'PROPERTY OWNERS HOUSE AND THE STATION AT THE REAR OF THE
 LX6537'HOUSE AS DESCRIBED.
 LX6537'
 LX6537'THE STATION IS A STANDARD NGS DISK
 LX6537'STAMPED---BURWELL 2 1976---,
 LX6537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6537'FLUSH WITH GROUND.  IT IS LOCATED
 LX6537'26.82 METERS (88.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER
 LX6537'OF THE HOUSE,
 LX6537'15.70 METERS (51.5 FT) EAST FROM A 20 CM BLUE SPRUCE TREE AND
 LX6537'1.22 METERS (4.0 FT) NORTH-NORTHWEST FROM A 10 CM PEACH TREE AND
 LX6537'SET IN A SMALL PEACH ORCHARD.
 LX6537'THE 1976 DESCRIPTION STATES THAT THERE IS AN UNDERGROUND MARK.
 LX6537'
 LX6537'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6537'STAMPED---BURWELL NO 2 1933---,
 LX6537'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 CM ON A SIDE
 LX6537'FLUSH WITH GROUND.  IT IS LOCATED
 LX6537'14.33 METERS (47.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LX6537'HOUSE,
 LX6537'11.43 METERS (37.5 FT) WEST FROM A 25 CM OAK TREE AND
 LX6537'8.75 METERS (28.7 FT) SOUTHEAST FROM A 30 CM APPLE TREE.
 LX6537'MARK IS ABOVE STATION 0.8 METERS.
 LX6537'
 LX6537'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX6537'STAMPED---BURWELL 2 NO 3 1976---,
 LX6537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6537'FLUSH WITH GROUND.  IT IS LOCATED
 LX6537'37.19 METERS (122.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 LX6537'HOUSE,
 LX6537'6.10 METERS (20.0 FT) SOUTHWEST FROM A SMALL PEACH TREE THAT IS
 LX6537'SET IN THE SOUTHWEST CORNER OF A SMALL PEACH ORCHARD AND
 LX6537'3.66 METERS (12.0 FT) EAST FROM A 15 CM BLUE SPRUCE TREE.
 LX6537'MARK IS BELOW STATION 0.5 METER.
 LX6537'
 LX6537'NO LIGHT WAS SHOWN FROM THIS STATION.
 LX6537'
 LX6537'DESCRIBED BY L.D. ACRES, CHECKED BY J.N. LEONHARDT.
 LX6537
 LX6537                          STATION RECOVERY (1987)
 LX6537
 LX6537'RECOVERY NOTE BY US POWER SQUADRON 1987 (DP)
 LX6537'RECOVERED IN GOOD CONDITION.
 LX6537
 LX6537                          STATION RECOVERY (1989)
 LX6537
 LX6537'RECOVERY NOTE BY US POWER SQUADRON 1989 (MW)
 LX6537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7650 ***********************************************************************
 LX7650  DESIGNATION -  BURWELL 2 RM 3
 LX7650  PID         -  LX7650
 LX7650  STATE/COUNTY-  CT/NEW HAVEN
 LX7650  USGS QUAD   -  NEW HAVEN (1984)
 LX7650
 LX7650                         *CURRENT SURVEY CONTROL
 LX7650  ___________________________________________________________________
 LX7650* NAD 83(1996)-  41 17 37.94939(N)    072 58 21.04624(W)     ADJUSTED  
 LX7650* NAVD 88     -        85.77   (+/-2cm)     281.4    (feet)  VERTCON   
 LX7650  ___________________________________________________________________
 LX7650  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 LX7650  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX7650
 LX7650  HORZ ORDER  -  SECOND
 LX7650  VERT ORDER  -  THIRD (See Below)
 LX7650
 LX7650.The horizontal coordinates were established by classical geodetic methods
 LX7650.and adjusted by the National Geodetic Survey in August 1998..
 LX7650
 LX7650.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7650.The vertical order pertains to the NGVD 29 superseded value.
 LX7650
 LX7650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7650
 LX7650.The geoid height was determined by GEOID03.
 LX7650
 LX7650;                    North         East     Units Scale Factor Converg.
 LX7650;SPC CT       -   203,570.785   286,163.022   MT  0.99999185   -0 08 51.1
 LX7650;SPC CT       -   667,881.82    938,853.18   sFT  0.99999185   -0 08 51.1
 LX7650;UTM  18      - 4,573,363.366   669,759.807   MT  0.99995468   +1 20 17.9
 LX7650
 LX7650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7650!SPC CT       -   0.99999120  x   0.99999185  =   0.99998305
 LX7650!UTM  18      -   0.99999120  x   0.99995468  =   0.99994588
 LX7650
 LX7650                          SUPERSEDED SURVEY CONTROL
 LX7650
 LX7650  NAD 83(1992)-  41 17 37.94850(N)    072 58 21.04599(W) AD(       ) 2
 LX7650  NAD 83(1986)-  41 17 37.95033(N)    072 58 21.05108(W) AD(       ) 2
 LX7650  NAD 83(1986)-  41 17 37.95062(N)    072 58 21.05232(W) AD(       ) 2
 LX7650  NGVD 29 (01/16/90)   86.09   (m)          282.4    (f) LEVELING    3  
 LX7650
 LX7650.Superseded values are not recommended for survey control.
 LX7650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7650.See file dsdata.txt to determine how the superseded data were derived.
 LX7650
 LX7650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6976073363(NAD 83)
 LX7650_MARKER: DR = REFERENCE MARK DISK
 LX7650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7650_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7650+STABILITY: SURFACE MOTION
 LX7650
 LX7650  HISTORY     - Date     Condition        Report By
 LX7650  HISTORY     - 1982     MONUMENTED       NGS
 LX7650
 LX7650                          STATION DESCRIPTION
 LX7650
 LX7650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7650'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF
 LX7650'INTERSTATE 95, 1.3 KM (0.8 MI) NORTH OF U.S.
 LX7650'HIGHWAY 1 AND IN THE NORTH EDGE OF WEST HAVEN, ON
 LX7650'BURWELL HILL.
 LX7650'OWNERSHIP--MR RODNEY T BURWELL, BURWELL HILL, WEST
 LX7650'HAVEN CT 06516, PHONE 203-933-0836.
 LX7650'
 LX7650'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 1
 LX7650'AND STATE HIGHWAY 162 IN WEST HAVEN.  GO EASTERLY ON
 LX7650'U.S. HIGHWAY 1 FOR 2.0 KM (1.25 MI) TO A SIDE ROAD LEFT,
 LX7650'TURN LEFT AND GO NORTHERLY ON FAIRFAX AVENUE FOR 1.0 KM
 LX7650'(0.6 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH-
 LX7650'EAST ON BURWELL ROAD FOR 0.2 KM (0.1 MI) TO A T-ROAD
 LX7650'(FENWICK STREET).  TURN RIGHT AND GO SOUTH ON THE PRIVATE
 LX7650'ROAD FOR 0.2 KM (0.15 MI) TO A METAL GATE AND FENCED INCLOSURE
 LX7650'FOR TWO LARGE STANDPIPES, CONTINUE SOUTH ON THE
 LX7650'PAVED DRIVE FOR 0.2 KM (0.1 MI) TO THE END OF DRIVE
 LX7650'AND A HOUSE.  THE STATION IS LOCATED AT THE REAR OF HOUSE
 LX7650'AS DESCRIBED.
 LX7650'
 LX7650'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7650'STAMPED---BURWELL 2 NO 3 1976---,
 LX7650'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7650'FLUSH WITH GROUND.  IT IS LOCATED
 LX7650'37.19 METERS (122.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 LX7650'HOUSE,
 LX7650'6.1 METERS (20.0 FT) SOUTHWEST FROM A SMALL PEACH TREE THAT IS IN
 LX7650'THE SOUTHWEST CORNER OF THE SMALL ORCHARD AND
 LX7650'3.66 METERS (12.0 FT) EAST FROM A 15 CM IN DIAMETER BLUE SPRUCE
 LX7650'TREE.
 LX7650'
 LX7650'NO LIGHT SHOWN FROM THIS STATION.
 LX7650'
 LX7650'DESCRIBED BY J.N. LEONHARDT, CHECKED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7578 ***********************************************************************
 LX7578  DESIGNATION -  BURWELL 2 RM 4
 LX7578  PID         -  LX7578
 LX7578  STATE/COUNTY-  CT/NEW HAVEN
 LX7578  USGS QUAD   -  NEW HAVEN (1984)
 LX7578
 LX7578                         *CURRENT SURVEY CONTROL
 LX7578  ___________________________________________________________________
 LX7578* NAD 83(1996)-  41 17 41.63868(N)    072 58 21.78390(W)     ADJUSTED  
 LX7578* NAVD 88     -        90.49   (+/-2cm)     296.9    (feet)  VERTCON   
 LX7578  ___________________________________________________________________
 LX7578  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 LX7578  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX7578
 LX7578  HORZ ORDER  -  FIRST
 LX7578  VERT ORDER  -  THIRD (See Below)
 LX7578
 LX7578.The horizontal coordinates were established by classical geodetic methods
 LX7578.and adjusted by the National Geodetic Survey in August 1998..
 LX7578
 LX7578.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7578.The vertical order pertains to the NGVD 29 superseded value.
 LX7578
 LX7578.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7578
 LX7578.The geoid height was determined by GEOID03.
 LX7578
 LX7578;                    North         East     Units Scale Factor Converg.
 LX7578;SPC CT       -   203,684.642   286,146.152   MT  0.99999178   -0 08 51.6
 LX7578;SPC CT       -   668,255.36    938,797.83   sFT  0.99999178   -0 08 51.6
 LX7578;UTM  18      - 4,573,476.743   669,739.991   MT  0.99995459   +1 20 17.5
 LX7578
 LX7578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7578!SPC CT       -   0.99999046  x   0.99999178  =   0.99998224
 LX7578!UTM  18      -   0.99999046  x   0.99995459  =   0.99994505
 LX7578
 LX7578                          SUPERSEDED SURVEY CONTROL
 LX7578
 LX7578  NAD 83(1992)-  41 17 41.63772(N)    072 58 21.78364(W) AD(       ) 1
 LX7578  NAD 83(1986)-  41 17 41.63926(N)    072 58 21.78867(W) AD(       ) 1
 LX7578  NAD 83(1986)-  41 17 41.63895(N)    072 58 21.78984(W) AD(       ) 1
 LX7578  NGVD 29 (01/16/90)   90.81   (m)          297.9    (f) LEVELING    3  
 LX7578
 LX7578.Superseded values are not recommended for survey control.
 LX7578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7578.See file dsdata.txt to determine how the superseded data were derived.
 LX7578
 LX7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6974073477(NAD 83)
 LX7578_MARKER: DR = REFERENCE MARK DISK
 LX7578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7578_STAMPING: BURWELL 2 1976 NO 4 1982
 LX7578_MARK LOGO: NGS   
 LX7578_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7578+STABILITY: SURFACE MOTION
 LX7578
 LX7578  HISTORY     - Date     Condition        Report By
 LX7578  HISTORY     - 1982     MONUMENTED       NGS
 LX7578  HISTORY     - 19940222 GOOD             WOOLPT
 LX7578
 LX7578                          STATION DESCRIPTION
 LX7578
 LX7578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7578'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF INTERSTATE
 LX7578'95, 1.3 KM (0.8 MI) NORTH OF U.S. HIGHWAY 1 AND IN THE
 LX7578'NORTH EDGE OF WEST HAVEN, ON BURWELL HILL.
 LX7578'OWNERSHIP--NEW HAVEN WATER, 90 SARGENT DRIVE, NEW HAVEN
 LX7578'CT 06511.
 LX7578'
 LX7578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX7578'STATE HIGHWAY 162 IN WEST HAVEN.  GO EASTERLY ON U.S. HIGH-
 LX7578'WAY 1 FOR 2.0 KM (1.25 MI) TO SIDE ROAD LEFT.  TURN LEFT AND
 LX7578'GO NORTHERLY ON FAIRFAX AVENUE FOR 1.0 KM (0.6 MI) TO A SIDE
 LX7578'ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ON BURWELL ROAD FOR
 LX7578'0.2 KM (0.1 MI) TO A T-ROAD (FENWICK STREET).  TURN RIGHT
 LX7578'AND GO SOUTH ON THE PRIVATE ROAD FOR 0.2 KM (0.15 MI) TO A
 LX7578'METAL GATE AND A FENCED INCLOSURE FOR TWO LARGE STANDPIPES,
 LX7578'CONTINUE SOUTH ON THE PAVED DRIVE FOR 0.1 KM (0.05 MI) TO A
 LX7578'HOUSE AND DRIVEWAY ON THE RIGHT AND STATION ON RIGHT,
 LX7578'JUST INSIDE THE FENCED INCLOSURE.
 LX7578'
 LX7578'THE STATION IS A STANDARD NGS DISK
 LX7578'STAMPED---BURWELL 2 1976 NO 4 1982---,
 LX7578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7578'FLUSH WITH GROUND.  IT IS LOCATED
 LX7578'17.68 METERS (58.0 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 LX7578'HOUSE-GARAGE COMBINATION,
 LX7578'13.11 METERS (43.0 FT) NORTH FROM A 1.1 METERS IN DIAMETER OAK
 LX7578'TREE,
 LX7578'10.27 METERS (33.7 FT) SOUTH FROM A METAL DRAIN HOLE COVER
 LX7578'IN A LARGE STANDPIPE AND
 LX7578'4.11 METERS (13.5 FT) NORTH-NORTHWEST FROM A WITNESS POST NEAR A
 LX7578'WIRE FENCE.
 LX7578'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7578'STAMPED---BURWELL 2 1976 N0 4 1982---,
 LX7578'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7578'
 LX7578'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7578'STAMPED---BURWELL 2 NO 3 1976---,
 LX7578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7578'FLUSH WITH GROUND.  IT IS LOCATED
 LX7578'37.19 METERS (122.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 LX7578'HOUSE,
 LX7578'6.1 METERS (20.0 FT) SOUTHWEST FROM A SMALL PEACH TREE THAT IN IN
 LX7578'THE SOUTHWEST CORNER OF THE SMALL ORCHARD AND
 LX7578'3.66 METERS (12.0 FT) EAST FROM A 15 CM IN DIAMETER BLUE SPRUCE
 LX7578'TREE.
 LX7578'MARK IS 4.7 METERS BELOW THE STATION.
 LX7578'
 LX7578'TO REACH REFERENCE MARK 3 FROM THE STATION, PROCEED
 LX7578'SOUTH ON PAVED DRIVE FOR 0.1 KM (0.05 MI) TO HOUSE
 LX7578'AT END OF THE DRIVE AND REFERENCE MARK 3 AS DESCRIBED.
 LX7578'
 LX7578'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.2 METERS.
 LX7578'A TRAVERSE TIE WAS MADE TO REFERENCE MARK 3 BY ELECTRONIC
 LX7578'DISTANCE MEASUREMENT, IT IS NOT VISIBLE FROM THE GROUND,
 LX7578'DUE TO A HOUSE ON LINE.
 LX7578'
 LX7578'DESCRIBED BY J.N. LEONHARDT, CHECKED BY L.D. ACRES.
 LX7578
 LX7578                          STATION RECOVERY (1994)
 LX7578
 LX7578'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1994 (TFM)
 LX7578'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6493 ***********************************************************************
 LX6493  DESIGNATION -  BURWELL HILL TANK
 LX6493  PID         -  LX6493
 LX6493  STATE/COUNTY-  CT/NEW HAVEN
 LX6493  USGS QUAD   -  NEW HAVEN (1984)
 LX6493
 LX6493                         *CURRENT SURVEY CONTROL
 LX6493  ___________________________________________________________________
 LX6493* NAD 83(1996)-  41 17 42.82683(N)    072 58 22.07749(W)     ADJUSTED  
 LX6493* NAVD 88     -                                                        
 LX6493  ___________________________________________________________________
 LX6493  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 LX6493  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6493
 LX6493  HORZ ORDER  -  THIRD
 LX6493
 LX6493.The horizontal coordinates were established by classical geodetic methods
 LX6493.and adjusted by the National Geodetic Survey in August 1998..
 LX6493
 LX6493
 LX6493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6493
 LX6493.The geoid height was determined by GEOID03.
 LX6493
 LX6493;                    North         East     Units Scale Factor Converg.
 LX6493;SPC CT       -   203,721.314   286,139.416   MT  0.99999175   -0 08 51.8
 LX6493;SPC CT       -   668,375.68    938,775.73   sFT  0.99999175   -0 08 51.8
 LX6493;SPC NY L     -   125,831.578   386,037.123   MT  1.00002503   +0 40 18.7
 LX6493;SPC NY L     -   412,832.44  1,266,523.46   sFT  1.00002503   +0 40 18.7
 LX6493;UTM  18      - 4,573,513.226   669,732.307   MT  0.99995456   +1 20 17.3
 LX6493
 LX6493                          SUPERSEDED SURVEY CONTROL
 LX6493
 LX6493  NAD 83(1992)-  41 17 42.82586(N)    072 58 22.07730(W) AD(       ) 4
 LX6493  NAD 83(1986)-  41 17 42.82776(N)    072 58 22.08278(W) AD(       ) 4
 LX6493  NAD 27      -  41 17 42.48500(N)    072 58 23.70600(W) AD(       ) 3
 LX6493
 LX6493.Superseded values are not recommended for survey control.
 LX6493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6493.See file dsdata.txt to determine how the superseded data were derived.
 LX6493
 LX6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6973273513(NAD 83)
 LX6493
 LX6493  HISTORY     - Date     Condition        Report By
 LX6493  HISTORY     - 1933     MONUMENTED       CGS
 LX6493  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX6493
 LX6493                          STATION DESCRIPTION
 LX6493
 LX6493'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6493'THE TANK IS A PART OF THE NEW HAVEN WATER COMPANY SUPPLY
 LX6493'SYSTEM.  IT IS LOCATED ON THE HIGHEST POINT OF BURWELL HILL
 LX6493'WHICH IS THE FIRST PROMINENT ELEVATION TO THE SW OF YALE BOWL.
 LX6493'
 LX6493'IT IS PAINTED ALUMINUM AND IS 50 FEET HIGH AND 60 FEET IN
 LX6493'DIAMETER.  CENTER IS CENTER LINE OF TANK.  TANK IS UNCOVERED.
 LX6493
 LX6493                          STATION RECOVERY (1987)
 LX6493
 LX6493'RECOVERY NOTE BY US POWER SQUADRON 1987 (MK)
 LX6493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5322 ***********************************************************************
 LX5322  DESIGNATION -  BUSHY POINT
 LX5322  PID         -  LX5322
 LX5322  STATE/COUNTY-  CT/NEW LONDON
 LX5322  USGS QUAD   -  NEW LONDON (1984)
 LX5322
 LX5322                         *CURRENT SURVEY CONTROL
 LX5322  ___________________________________________________________________
 LX5322* NAD 83(1996)-  41 18 56.28008(N)    072 03 13.52168(W)     ADJUSTED  
 LX5322* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5322  ___________________________________________________________________
 LX5322  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LX5322  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX5322
 LX5322  HORZ ORDER  -  THIRD
 LX5322
 LX5322.The horizontal coordinates were established by classical geodetic methods
 LX5322.and adjusted by the National Geodetic Survey in August 1998..
 LX5322
 LX5322.The orthometric height was scaled from a topographic map.
 LX5322
 LX5322.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5322
 LX5322.The geoid height was determined by GEOID03.
 LX5322
 LX5322;                    North         East     Units Scale Factor Converg.
 LX5322;SPC CT       -   206,198.125   363,097.694   MT  0.99999034   +0 27 41.9
 LX5322;SPC CT       -   676,501.68  1,191,263.02   sFT  0.99999034   +0 27 41.9
 LX5322;UTM  18      - 4,577,984.404   746,611.950   MT  1.00034854   +1 56 46.0
 LX5322;UTM  19      - 4,578,295.815   244,387.793   MT  1.00040418   -2 01 01.9
 LX5322
 LX5322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5322!SPC CT       -   1.00000486  x   0.99999034  =   0.99999520
 LX5322!UTM  18      -   1.00000486  x   1.00034854  =   1.00035340
 LX5322!UTM  19      -   1.00000486  x   1.00040418  =   1.00040904
 LX5322
 LX5322|---------------------------------------------------------------------|
 LX5322| PID    Reference Object                     Distance      Geod. Az  |
 LX5322|                                                           dddmmss.s |
 LX5322| CZ7142 BUSHY POINT RM 2                     12.460 METERS 00346     |
 LX5322| LX5256 PRENTIS WHITE CHIMNEY               APPROX. 2.0 KM 0675611.2 |
 LX5322| LX5201 THE OASIS CHIMNEY                   APPROX. 1.6 KM 0942609.8 |
 LX5322| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 2.3 KM 2412054.5 |
 LX5322| CZ7141 BUSHY POINT RM 1                     21.850 METERS 31609     |
 LX5322|---------------------------------------------------------------------|
 LX5322
 LX5322                          SUPERSEDED SURVEY CONTROL
 LX5322
 LX5322  NAD 83(1992)-  41 18 56.27886(N)    072 03 13.52072(W) AD(       ) 3
 LX5322  NAD 83(1986)-  41 18 56.27985(N)    072 03 13.52632(W) AD(       ) 3
 LX5322  NAD 27      -  41 18 55.93000(N)    072 03 15.25900(W) AD(       ) 3
 LX5322
 LX5322.Superseded values are not recommended for survey control.
 LX5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5322.See file dsdata.txt to determine how the superseded data were derived.
 LX5322
 LX5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4661277984(NAD 83)
 LX5322_MARKER: DS = TRIANGULATION STATION DISK
 LX5322_SETTING: 80 = SET IN A BOULDER
 LX5322_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5322+STABILITY: SURFACE MOTION
 LX5322
 LX5322  HISTORY     - Date     Condition        Report By
 LX5322  HISTORY     - 1934     MONUMENTED       CGS
 LX5322  HISTORY     - 1971     GOOD             CTGS
 LX5322  HISTORY     - 1984     GOOD             USPSQD
 LX5322
 LX5322                          STATION DESCRIPTION
 LX5322
 LX5322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5322'THE STATION IS LOCATED ON THE EXTREME SOUTHERN END OF BUSHY POINT
 LX5322'AT THE W END OF A LONG, NARROW SAND PENINSULA THAT STARTS ON THE
 LX5322'W SIDE OF BLUFF POINT.  IT IS MARKED BY A STANDARD DISC SET IN
 LX5322'THE TOP OF A LARGE BOULDER ABOUT TWO FEET ABOVE HIGH WATER
 LX5322'LEVEL.  STATION IS BEST REACHED FROM BLUFF POINT.
 LX5322'
 LX5322'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5322'IN A BOULDER.  REFERENCE MARKS NO.1 AND
 LX5322'NO. 2 ARE STANDARD BRONZE DISCS IN A BOULDER.
 LX5322'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LX5322'HOLES IN THE TOPS OF TWO BOULDERS NW AND N OF THE STATION
 LX5322'RESPECTIVELY.
 LX5322'
 LX5322'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5322
 LX5322                          STATION RECOVERY (1971)
 LX5322
 LX5322'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX5322'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5322'REACH THE STATION FROM BUSHY POINT, YOU NEED HIP BOOTS.  THE
 LX5322'STATION IS ON THE FIRST ISLAND SOUTH OF BUSHY POINT NOT PINE
 LX5322'ISLAND.  THE DESCRIPTION FOR TRIANGULATION STATION BLUFF IS
 LX5322'ADEQUATE, BUT FROM BLUFF POINT STATION BUSHY POINT IS 5500 FEET
 LX5322'WEST OF IT.
 LX5322'
 LX5322'THE STATION IS 50 FEET SOUTH OF THE SOUTH END OF THE SHORELINE
 LX5322'IN A GROUP OF BOULDERS.
 LX5322
 LX5322                          STATION RECOVERY (1984)
 LX5322
 LX5322'RECOVERY NOTE BY US POWER SQUADRON 1984 (BR)
 LX5322'BUSHY POINT 1934 RECOVERED GOOD.
 LX5322'
 LX5322'BUSHY POINT R. M. 1, 2 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3062 ***********************************************************************
 KU3062  DESIGNATION -  BYRAM
 KU3062  PID         -  KU3062
 KU3062  STATE/COUNTY-  CT/FAIRFIELD
 KU3062  USGS QUAD   -  MAMARONECK (1975)
 KU3062
 KU3062                         *CURRENT SURVEY CONTROL
 KU3062  ___________________________________________________________________
 KU3062* NAD 83(1996)-  40 59 13.17479(N)    073 39 26.44844(W)     ADJUSTED  
 KU3062* NAVD 88     -         4.7    (meters)      15.     (feet)  VERTCON   
 KU3062  ___________________________________________________________________
 KU3062  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU3062  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 KU3062
 KU3062  HORZ ORDER  -  THIRD
 KU3062
 KU3062.The horizontal coordinates were established by classical geodetic methods
 KU3062.and adjusted by the National Geodetic Survey in August 1998..
 KU3062
 KU3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU3062
 KU3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3062
 KU3062.The geoid height was determined by GEOID03.
 KU3062
 KU3062;                    North         East     Units Scale Factor Converg.
 KU3062;SPC CT       -   169,866.148   228,445.052   MT  1.00002835   -0 36 05.8
 KU3062;SPC CT       -   557,302.52    749,490.14   sFT  1.00002835   -0 36 05.8
 KU3062;SPC NY E     -   239,445.222   220,903.991   MT  0.99996186   +0 33 09.8
 KU3062;SPC NY E     -   785,579.87    724,749.18   sFT  0.99996186   +0 33 09.8
 KU3062;UTM  18      - 4,538,181.208   612,942.851   MT  0.99975700   +0 52 50.6
 KU3062
 KU3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU3062!SPC CT       -   1.00000409  x   1.00002835  =   1.00003244
 KU3062!SPC NY E     -   1.00000409  x   0.99996186  =   0.99996595
 KU3062!UTM  18      -   1.00000409  x   0.99975700  =   0.99976109
 KU3062
 KU3062:                Primary Azimuth Mark                     Grid Az
 KU3062:SPC CT       -  GREAT CAPTAIN IS LH 1882                 100 31 43.1
 KU3062:SPC NY E     -  GREAT CAPTAIN IS LH 1882                 099 22 27.5
 KU3062:UTM  18      -  GREAT CAPTAIN IS LH 1882                 099 02 46.7
 KU3062
 KU3062|---------------------------------------------------------------------|
 KU3062| PID    Reference Object                     Distance      Geod. Az  |
 KU3062|                                                           dddmmss.s |
 KU3062| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 2.9 KM 0995537.3 |
 KU3062| KU3061 SING USE 1933                       APPROX. 0.5 KM 1850358.3 |
 KU3062|---------------------------------------------------------------------|
 KU3062
 KU3062                          SUPERSEDED SURVEY CONTROL
 KU3062
 KU3062  NAD 83(1992)-  40 59 13.17439(N)    073 39 26.44800(W) AD(       ) 3
 KU3062  NAD 83(1986)-  40 59 13.17499(N)    073 39 26.45032(W) AD(       ) 3
 KU3062  NAD 83(1986)-  40 59 13.17515(N)    073 39 26.45027(W) AD(       ) 3
 KU3062  NAD 27      -  40 59 12.82300(N)    073 39 27.98400(W) AD(       ) 3
 KU3062  NGVD 29 (05/04/87)    5.0    (m)           16.     (f) VERT ANG       
 KU3062
 KU3062.Superseded values are not recommended for survey control.
 KU3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3062.See file dsdata.txt to determine how the superseded data were derived.
 KU3062
 KU3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1294338181(NAD 83)
 KU3062_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KU3062_SETTING: 66 = SET IN ROCK OUTCROP
 KU3062_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 KU3062_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU3062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KU3062+STABILITY: POSITION/ELEVATION WELL
 KU3062
 KU3062  HISTORY     - Date     Condition        Report By
 KU3062  HISTORY     - 1933     MONUMENTED       USE
 KU3062  HISTORY     - 1934     GOOD             CGS
 KU3062  HISTORY     - 1986     GOOD             NOS
 KU3062
 KU3062                          STATION DESCRIPTION
 KU3062
 KU3062'DESCRIBED BY US ENGINEERS 1933 (HAC)
 KU3062'STATION LOCATED TOWARD THE NORTH END OF THE SPIT FORMING THE
 KU3062'EASTERN LIMIT OF PORT CHESTER HARBOR.
 KU3062'
 KU3062'STATION LIES ON THE EASTERLY SHORE OF THE OUTER ENTRANCE TO PORT
 KU3062'CHESTER HARBOR AND IS FOUND ON THE HIGH PART OF A ROCKY OUTCROP
 KU3062'AT THE WATERS EDGE, NEAR THE INSHORE END OF BYRAN POINT BREAKWATER,
 KU3062'RECOGNIZABLE BY ITS BLACK AND WHITE PAINTED BALL TOWER.  (BEACON).
 KU3062'
 KU3062'U.S.C. AND G. BYRAM IS THE FORMER U.S.E. STATION NO.17.
 KU3062'
 KU3062'PHOTOSTAT COPY OF U.S. ENGINEERS DESCRIPTION OF THIS STATION
 KU3062'ACCOMPANIES DESCRIPTIVE REPORT FOR TOPOGRAPHIC SHEET NUMBER
 KU3062'(FIELD LETTER B HAC-1933).
 KU3062
 KU3062                          STATION RECOVERY (1934)
 KU3062
 KU3062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3062'RECOVERED AS DESCRIBED.
 KU3062
 KU3062                          STATION RECOVERY (1986)
 KU3062
 KU3062'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU3062'THE STATION WAS RECOVERED AT THIS DATE.
 KU3062'THE GEODETIC POSITION WAS VERIFIED BY THEODOLITE CUTS TO VARIOUS
 KU3062'KNOWN LANDMARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0621 ***********************************************************************
 LX0621  DESIGNATION -  C
 LX0621  PID         -  LX0621
 LX0621  STATE/COUNTY-  CT/LITCHFIELD
 LX0621  USGS QUAD   -  NEW PRESTON (1984)
 LX0621
 LX0621                         *CURRENT SURVEY CONTROL
 LX0621  ___________________________________________________________________
 LX0621* NAD 83(1986)-  41 41 18.     (N)    073 15 59.     (W)     SCALED    
 LX0621* NAVD 88     -       217.630  (meters)     714.01   (feet)  POSTED    
 LX0621  ___________________________________________________________________
 LX0621  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX0621  DYNAMIC HT  -         217.560 (meters)     713.78  (feet)  COMP
 LX0621  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX0621
 LX0621  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0621
 LX0621.The horizontal coordinates were scaled from a topographic map and have
 LX0621.an estimated accuracy of +/- 6 seconds.
 LX0621
 LX0621.The orthometric height was determined by differential leveling
 LX0621.and adjusted by the National Geodetic Survey in 1992..
 LX0621.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0621.rate of 0.0 thru 1.0 mm/km.
 LX0621
 LX0621.The geoid height was determined by GEOID03.
 LX0621
 LX0621.The dynamic height is computed by dividing the NAVD 88
 LX0621.geopotential number by the normal gravity value computed on the
 LX0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0621.degrees latitude (g = 980.6199 gals.).
 LX0621
 LX0621.The modeled gravity was interpolated from observed gravity values.
 LX0621
 LX0621;                    North         East    Units  Estimated Accuracy
 LX0621;SPC CT       -   247,490.      261,810.      MT  (+/- 180 meters Scaled)
 LX0621
 LX0621                          SUPERSEDED SURVEY CONTROL
 LX0621
 LX0621.No superseded survey control is available for this station.
 LX0621
 LX0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM442166(NAD 83)
 LX0621_MARKER: DD = SURVEY DISK
 LX0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0621_SP_SET: ABUTMENT
 LX0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0621
 LX0621  HISTORY     - Date     Condition        Report By
 LX0621  HISTORY     - UNK      MONUMENTED       CU
 LX0621  HISTORY     - 1916     GOOD             NGS
 LX0621  HISTORY     - 1934     MARK NOT FOUND   LOCSUR
 LX0621
 LX0621                          STATION DESCRIPTION
 LX0621
 LX0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0621'AT MORRIS STATION.
 LX0621'AT MORRIS STATION, LITCHFIELD COUNTY, ON THE LITCHFIELD BRANCH
 LX0621'OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ABOUT 100 FT.
 LX0621'SOUTH OF THE STATION, IN THE DOWNSTREAM END OF THE NORTH ABUTMENT
 LX0621'OF A SMALL TIMBER BRIDGE.  A CAMP COLUMBIA STANDARD DISK.
 LX0621'NOTE-- IN 1932 IT WAS REPORTED THAT THE DISK MARKING THIS BENCH
 LX0621'MARK HAD BEEN BROKEN OFF, LEAVING THE STEM EXPOSED.  THE TOP OF THE
 LX0621'REMAINING PORTION OF THE STEM IS WELL WITHIN ONE EIGTH INCH OF
 LX0621'THE ORIGINAL ELEVATION OF THE DISK.
 LX0621
 LX0621                          STATION RECOVERY (1934)
 LX0621
 LX0621'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1045 ***********************************************************************
 LW1045  DESIGNATION -  C 10
 LW1045  PID         -  LW1045
 LW1045  STATE/COUNTY-  CT/WINDHAM
 LW1045  USGS QUAD   -  PLAINFIELD (1983)
 LW1045
 LW1045                         *CURRENT SURVEY CONTROL
 LW1045  ___________________________________________________________________
 LW1045* NAD 83(1986)-  41 42 52.     (N)    071 52 46.     (W)     SCALED    
 LW1045* NAVD 88     -        72.043  (meters)     236.36   (feet)  ADJUSTED  
 LW1045  ___________________________________________________________________
 LW1045  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1045  DYNAMIC HT  -          72.018 (meters)     236.28  (feet)  COMP
 LW1045  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LW1045
 LW1045  VERT ORDER  -  FIRST     CLASS II
 LW1045
 LW1045.The horizontal coordinates were scaled from a topographic map and have
 LW1045.an estimated accuracy of +/- 6 seconds.
 LW1045
 LW1045.The orthometric height was determined by differential leveling
 LW1045.and adjusted by the National Geodetic Survey in June 1991..
 LW1045
 LW1045.The geoid height was determined by GEOID03.
 LW1045
 LW1045.The dynamic height is computed by dividing the NAVD 88
 LW1045.geopotential number by the normal gravity value computed on the
 LW1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1045.degrees latitude (g = 980.6199 gals.).
 LW1045
 LW1045.The modeled gravity was interpolated from observed gravity values.
 LW1045
 LW1045;                    North         East    Units  Estimated Accuracy
 LW1045;SPC CT       -   250,620.      377,250.      MT  (+/- 180 meters Scaled)
 LW1045
 LW1045                          SUPERSEDED SURVEY CONTROL
 LW1045
 LW1045.No superseded survey control is available for this station.
 LW1045
 LW1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG604220(NAD 83)
 LW1045_MARKER: DB = BENCH MARK DISK
 LW1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1045_SP_SET: FOOTING
 LW1045_STAMPING: C 10 1923
 LW1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1045
 LW1045  HISTORY     - Date     Condition        Report By
 LW1045  HISTORY     - 1923     MONUMENTED       CGS
 LW1045  HISTORY     - 1936     GOOD             NGS
 LW1045  HISTORY     - 1988     GOOD             USPSQD
 LW1045  HISTORY     - 19900503 GOOD             USPSQD
 LW1045
 LW1045                          STATION DESCRIPTION
 LW1045
 LW1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LW1045'AT MOOSUP.
 LW1045'AT MOOSUP, WINDHAM COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW1045'HARTFORD RAILROAD, 0.2 MILE EAST OF THE STATION, 90 YARDS
 LW1045'NORTHWEST ACROSS MOOSUP RIVER FROM THE TRACK, 18 FEET WEST OF
 LW1045'THE WEST CORNER OF THE HIGHWAY BRIDGE OVER THE RIVER, 14 FEET
 LW1045'SOUTHWEST OF THE EXTENDED LINE OF THE SOUTHWEST SIDE OF THE
 LW1045'BRIDGE, AT THE FLOYD CRANSKA CO. MILL, 22 FEET NORTHWEST OF THE
 LW1045'SOUTHEAST CORNER OF THE ONE-STORY PORTION OF THE BUILDING, 2
 LW1045'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE TWO-STORY PORTION,
 LW1045'IN THE NORTHEAST WALL, IN THE FACE OF THE GRANITE FOOTING COURSE,
 LW1045'AND ABOUT ONE FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 LW1045'C 10 1923 AND SET VERTICALLY.  NOTE-- THIS MARK IS DIFFICULT
 LW1045'TO USE.  IT IS SET IN STONE UNDER A PROJECTING LIP OF STONE
 LW1045'AND IMPOSSIBLE TO REACH VERTICALLY.  ALSO THE END OF THE BUILDING
 LW1045'IS COVERED WITH IVY VINES WHICH WOULD OBSCURE A ROD HELD NEAR THE
 LW1045'MARK.
 LW1045
 LW1045                          STATION RECOVERY (1988)
 LW1045
 LW1045'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1045'RECOVERED IN GOOD CONDITION.
 LW1045
 LW1045                          STATION RECOVERY (1990)
 LW1045
 LW1045'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2386 ***********************************************************************
 LX2386  DESIGNATION -  C 1089
 LX2386  PID         -  LX2386
 LX2386  STATE/COUNTY-  CT/NEW HAVEN
 LX2386  USGS QUAD   -  SOUTHBURY (1984)
 LX2386
 LX2386                         *CURRENT SURVEY CONTROL
 LX2386  ___________________________________________________________________
 LX2386* NAD 83(1986)-  41 27 02.     (N)    073 14 55.     (W)     SCALED    
 LX2386* NAVD 88     -        68.627  (meters)     225.15   (feet)  ADJUSTED  
 LX2386  ___________________________________________________________________
 LX2386  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2386  DYNAMIC HT  -          68.606 (meters)     225.08  (feet)  COMP
 LX2386  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 LX2386
 LX2386  VERT ORDER  -  FIRST     CLASS II
 LX2386
 LX2386.The horizontal coordinates were scaled from a topographic map and have
 LX2386.an estimated accuracy of +/- 6 seconds.
 LX2386
 LX2386.The orthometric height was determined by differential leveling
 LX2386.and adjusted by the National Geodetic Survey in June 1991..
 LX2386
 LX2386.The geoid height was determined by GEOID03.
 LX2386
 LX2386.The dynamic height is computed by dividing the NAVD 88
 LX2386.geopotential number by the normal gravity value computed on the
 LX2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2386.degrees latitude (g = 980.6199 gals.).
 LX2386
 LX2386.The modeled gravity was interpolated from observed gravity values.
 LX2386
 LX2386;                    North         East    Units  Estimated Accuracy
 LX2386;SPC CT       -   221,070.      263,140.      MT  (+/- 180 meters Scaled)
 LX2386
 LX2386                          SUPERSEDED SURVEY CONTROL
 LX2386
 LX2386.No superseded survey control is available for this station.
 LX2386
 LX2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL462902(NAD 83)
 LX2386_MARKER: DD = SURVEY DISK
 LX2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2386_SP_SET: CONCRETE POST
 LX2386_STAMPING: C 1089
 LX2386_MARK LOGO: CTDT  
 LX2386_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2386+STABILITY: SURFACE MOTION
 LX2386
 LX2386  HISTORY     - Date     Condition        Report By
 LX2386  HISTORY     - UNK      MONUMENTED       CTDT
 LX2386  HISTORY     - 1985     GOOD             NGS
 LX2386
 LX2386                          STATION DESCRIPTION
 LX2386
 LX2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2386'8.2 KM (5.1 MI) SW FROM SOUTHBURY.
 LX2386'8.2 KM (5.1 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD
 LX2386'OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, AT THE ICHABUT ROAD
 LX2386'OVERPASS, 19.05 METERS (62.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX2386'ICHABUT ROAD OVERPASS, 11.89 METERS (39.0 FT) EAST OF UTILITY POLE 610
 LX2386'WITH TWO GUY WIRES, 8.08 METERS (26.5 FT) NORTH-NORTHWEST OF THE
 LX2386'CENTER OF A CATCH BASIN, 4.24 METERS (13.9 FT) SOUTHWEST OF A 25-CM
 LX2386'(10-INCH) TWIN TULIP TREE.
 LX2386'THE MARK IS 0.36 METERS  SE FROM  A WITNESS POST
 LX2386'THE MARK IS 1.83 M ABOVE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2388 ***********************************************************************
 LX2388  DESIGNATION -  C 1094
 LX2388  PID         -  LX2388
 LX2388  STATE/COUNTY-  CT/NEW HAVEN
 LX2388  USGS QUAD   -  SOUTHBURY (1984)
 LX2388
 LX2388                         *CURRENT SURVEY CONTROL
 LX2388  ___________________________________________________________________
 LX2388* NAD 83(1986)-  41 27 19.     (N)    073 14 17.     (W)     SCALED    
 LX2388* NAVD 88     -        60.813  (meters)     199.52   (feet)  ADJUSTED  
 LX2388  ___________________________________________________________________
 LX2388  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2388  DYNAMIC HT  -          60.794 (meters)     199.46  (feet)  COMP
 LX2388  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 LX2388
 LX2388  VERT ORDER  -  FIRST     CLASS II
 LX2388
 LX2388.The horizontal coordinates were scaled from a topographic map and have
 LX2388.an estimated accuracy of +/- 6 seconds.
 LX2388
 LX2388.The orthometric height was determined by differential leveling
 LX2388.and adjusted by the National Geodetic Survey in June 1991..
 LX2388
 LX2388.The geoid height was determined by GEOID03.
 LX2388
 LX2388.The dynamic height is computed by dividing the NAVD 88
 LX2388.geopotential number by the normal gravity value computed on the
 LX2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2388.degrees latitude (g = 980.6199 gals.).
 LX2388
 LX2388.The modeled gravity was interpolated from observed gravity values.
 LX2388
 LX2388;                    North         East    Units  Estimated Accuracy
 LX2388;SPC CT       -   221,590.      264,020.      MT  (+/- 180 meters Scaled)
 LX2388
 LX2388                          SUPERSEDED SURVEY CONTROL
 LX2388
 LX2388.No superseded survey control is available for this station.
 LX2388
 LX2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL471907(NAD 83)
 LX2388_MARKER: DD = SURVEY DISK
 LX2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2388_SP_SET: CONCRETE POST
 LX2388_STAMPING: C 1094
 LX2388_MARK LOGO: CTDT  
 LX2388_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2388+STABILITY: SURFACE MOTION
 LX2388
 LX2388  HISTORY     - Date     Condition        Report By
 LX2388  HISTORY     - UNK      MONUMENTED       CTDT
 LX2388  HISTORY     - 1985     GOOD             NGS
 LX2388
 LX2388                          STATION DESCRIPTION
 LX2388
 LX2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2388'7.2 KM (4.45 MI) SW FROM SOUTHBURY.
 LX2388'7.2 KM (4.45 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL
 LX2388'ROAD OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, 1.0 KM (0.65 MI)
 LX2388'NORHTEAST ALONG INTERSTATE 84 FROM THE ICHABUT ROAD OVERPASS, 0.85
 LX2388'METERS (2.8 FT) NORTH-NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY,
 LX2388'22.77 METERS (74.7 FT) SOUTHWEST OF A HIGHWAY REFLECTOR, 16.73 METERS
 LX2388'(54.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CATCH BASIN,
 LX2388'7.98 METERS (26.2 FT) NORTHEAST OF A HIGHWAY REFLECTOR.
 LX2388'THE MARK IS 0.27 METERS  SSE FROM  A WITNESS POST
 LX2388'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0597 ***********************************************************************
 LX0597  DESIGNATION -  C 11
 LX0597  PID         -  LX0597
 LX0597  STATE/COUNTY-  CT/NEW HAVEN
 LX0597  USGS QUAD   -  MERIDEN (1992)
 LX0597
 LX0597                         *CURRENT SURVEY CONTROL
 LX0597  ___________________________________________________________________
 LX0597* NAD 83(1986)-  41 32 41.     (N)    072 49 42.     (W)     SCALED    
 LX0597* NAVD 88     -        58.213  (meters)     190.99   (feet)  ADJUSTED  
 LX0597  ___________________________________________________________________
 LX0597  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX0597  DYNAMIC HT  -          58.194 (meters)     190.92  (feet)  COMP
 LX0597  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 LX0597
 LX0597  VERT ORDER  -  SECOND    CLASS 0
 LX0597
 LX0597.The horizontal coordinates were scaled from a topographic map and have
 LX0597.an estimated accuracy of +/- 6 seconds.
 LX0597
 LX0597.The orthometric height was determined by differential leveling
 LX0597.and adjusted by the National Geodetic Survey in June 1991..
 LX0597
 LX0597.The geoid height was determined by GEOID03.
 LX0597
 LX0597.The dynamic height is computed by dividing the NAVD 88
 LX0597.geopotential number by the normal gravity value computed on the
 LX0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0597.degrees latitude (g = 980.6199 gals.).
 LX0597
 LX0597.The modeled gravity was interpolated from observed gravity values.
 LX0597
 LX0597;                    North         East    Units  Estimated Accuracy
 LX0597;SPC CT       -   231,410.      298,270.      MT  (+/- 180 meters Scaled)
 LX0597
 LX0597                          SUPERSEDED SURVEY CONTROL
 LX0597
 LX0597  NGVD 29 (??/??/92)   58.501  (m)          191.93   (f) ADJ UNCH    2 0
 LX0597
 LX0597.Superseded values are not recommended for survey control.
 LX0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0597.See file dsdata.txt to determine how the superseded data were derived.
 LX0597
 LX0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM811015(NAD 83)
 LX0597_MARKER: DB = BENCH MARK DISK
 LX0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0597_SP_SET: ABUTMENT
 LX0597_STAMPING: C 11 1935
 LX0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0597
 LX0597  HISTORY     - Date     Condition        Report By
 LX0597  HISTORY     - 1935     MONUMENTED       CGS
 LX0597  HISTORY     - 1972     GOOD             CTGS
 LX0597
 LX0597                          STATION DESCRIPTION
 LX0597
 LX0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0597'0.8 MI E FROM MERIDEN.
 LX0597'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 14 FROM MERIDEN, NEW
 LX0597'HAVEN COUNTY, AT AN 18-FOOT BRIDGE OVER CROW HOLLOW BROOK, IN
 LX0597'THE TOP OF THE NORTH END OF THE WEST ABUTMENT, 21 FEET NORTH
 LX0597'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LX0597'ROADWAY.  A STANDARD DISK, STAMPED C 11 1935.
 LX0597
 LX0597                          STATION RECOVERY (1972)
 LX0597
 LX0597'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0597'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2390 ***********************************************************************
 LX2390  DESIGNATION -  C 1102
 LX2390  PID         -  LX2390
 LX2390  STATE/COUNTY-  CT/NEW HAVEN
 LX2390  USGS QUAD   -  SOUTHBURY (1984)
 LX2390
 LX2390                         *CURRENT SURVEY CONTROL
 LX2390  ___________________________________________________________________
 LX2390* NAD 83(1986)-  41 28 09.     (N)    073 13 10.     (W)     SCALED    
 LX2390* NAVD 88     -        90.800  (meters)     297.90   (feet)  ADJUSTED  
 LX2390  ___________________________________________________________________
 LX2390  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2390  DYNAMIC HT  -          90.771 (meters)     297.80  (feet)  COMP
 LX2390  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 LX2390
 LX2390  VERT ORDER  -  FIRST     CLASS II
 LX2390
 LX2390.The horizontal coordinates were scaled from a topographic map and have
 LX2390.an estimated accuracy of +/- 6 seconds.
 LX2390
 LX2390.The orthometric height was determined by differential leveling
 LX2390.and adjusted by the National Geodetic Survey in June 1991..
 LX2390
 LX2390.The geoid height was determined by GEOID03.
 LX2390
 LX2390.The dynamic height is computed by dividing the NAVD 88
 LX2390.geopotential number by the normal gravity value computed on the
 LX2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2390.degrees latitude (g = 980.6199 gals.).
 LX2390
 LX2390.The modeled gravity was interpolated from observed gravity values.
 LX2390
 LX2390;                    North         East    Units  Estimated Accuracy
 LX2390;SPC CT       -   223,120.      265,590.      MT  (+/- 180 meters Scaled)
 LX2390
 LX2390                          SUPERSEDED SURVEY CONTROL
 LX2390
 LX2390.No superseded survey control is available for this station.
 LX2390
 LX2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL486923(NAD 83)
 LX2390_MARKER: DD = SURVEY DISK
 LX2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2390_SP_SET: CONCRETE POST
 LX2390_STAMPING: C 1102
 LX2390_MARK LOGO: CTDT  
 LX2390_PROJECTION: RECESSED 5 CENTIMETERS
 LX2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2390+STABILITY: SURFACE MOTION
 LX2390
 LX2390  HISTORY     - Date     Condition        Report By
 LX2390  HISTORY     - UNK      MONUMENTED       CTDT
 LX2390  HISTORY     - 1985     GOOD             NGS
 LX2390
 LX2390                          STATION DESCRIPTION
 LX2390
 LX2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2390'4.8 KM (3.0 MI) SW FROM SOUTHBURY.
 LX2390'4.8 KM (3.0 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD
 LX2390'OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, 0.3 KM (0.2 MI)
 LX2390'NORTHEAST ALONG INTERSTATE 84 FROM PETER ROAD OVERPASS, 2.86 METERS
 LX2390'(9.4 FT) NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY, 72.6 METERS
 LX2390'(238.2 FT) NORTH-NORTHEAST OF HIGHWAY SIGN (SPEED LIMIT 55), 16.82
 LX2390'METERS (55.2 FT) SOUTHWEST OF HIGHWAY SIGN (WEST I 84 AND WEST U.S.
 LX2390'HIGHWAY 6), 2.59 METERS (8.5 FT) NORTHWEST OF A STEEL CABLE GUARDRAIL.
 LX2390'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 LX2390'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2391 ***********************************************************************
 LX2391  DESIGNATION -  C 1104
 LX2391  PID         -  LX2391
 LX2391  STATE/COUNTY-  CT/NEW HAVEN
 LX2391  USGS QUAD   -  SOUTHBURY (1984)
 LX2391
 LX2391                         *CURRENT SURVEY CONTROL
 LX2391  ___________________________________________________________________
 LX2391* NAD 83(1986)-  41 28 23.     (N)    073 13 00.     (W)     SCALED    
 LX2391* NAVD 88     -       106.520  (meters)     349.47   (feet)  ADJUSTED  
 LX2391  ___________________________________________________________________
 LX2391  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2391  DYNAMIC HT  -         106.484 (meters)     349.36  (feet)  COMP
 LX2391  MODELED GRAV-     980,291.9   (mgal)                       NAVD 88
 LX2391
 LX2391  VERT ORDER  -  FIRST     CLASS II
 LX2391
 LX2391.The horizontal coordinates were scaled from a topographic map and have
 LX2391.an estimated accuracy of +/- 6 seconds.
 LX2391
 LX2391.The orthometric height was determined by differential leveling
 LX2391.and adjusted by the National Geodetic Survey in June 1991..
 LX2391
 LX2391.The geoid height was determined by GEOID03.
 LX2391
 LX2391.The dynamic height is computed by dividing the NAVD 88
 LX2391.geopotential number by the normal gravity value computed on the
 LX2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2391.degrees latitude (g = 980.6199 gals.).
 LX2391
 LX2391.The modeled gravity was interpolated from observed gravity values.
 LX2391
 LX2391;                    North         East    Units  Estimated Accuracy
 LX2391;SPC CT       -   223,550.      265,820.      MT  (+/- 180 meters Scaled)
 LX2391
 LX2391                          SUPERSEDED SURVEY CONTROL
 LX2391
 LX2391.No superseded survey control is available for this station.
 LX2391
 LX2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL489928(NAD 83)
 LX2391_MARKER: DD = SURVEY DISK
 LX2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2391_SP_SET: CONCRETE POST
 LX2391_STAMPING: C 1104
 LX2391_MARK LOGO: CTDT  
 LX2391_PROJECTION: RECESSED 5 CENTIMETERS
 LX2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2391+STABILITY: SURFACE MOTION
 LX2391
 LX2391  HISTORY     - Date     Condition        Report By
 LX2391  HISTORY     - UNK      MONUMENTED       CTDT
 LX2391  HISTORY     - 1985     GOOD             NGS
 LX2391
 LX2391                          STATION DESCRIPTION
 LX2391
 LX2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2391'4.1 KM (2.55 MI) SW FROM SOUTHBURY.
 LX2391'4.1 KM (2.55 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL
 LX2391'ROAD OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, AT THE NORTHWEST
 LX2391'BRIDGE ABUTMENT OF BULLET HILL ROAD OVERPASS, 5.79 METERS (19.0 FT)
 LX2391'NORTHEAST OF THE CENTER OF BULLET HILL ROAD, 1.0 METER (3.3 FT) NORTH
 LX2391'OF THE NORTHWEST END OF THE BRIDGE ABUTMENT.
 LX2391'THE MARK IS 0.48 METERS  SSW FROM  A WITNESS POST
 LX2391'THE MARK IS 0.30 M ABOVE BULLET HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0948 ***********************************************************************
 LX0948  DESIGNATION -  C 13
 LX0948  PID         -  LX0948
 LX0948  STATE/COUNTY-  CT/FAIRFIELD
 LX0948  USGS QUAD   -  DANBURY (1984)
 LX0948
 LX0948                         *CURRENT SURVEY CONTROL
 LX0948  ___________________________________________________________________
 LX0948* NAD 83(1986)-  41 23 35.     (N)    073 27 47.     (W)     SCALED    
 LX0948* NAVD 88     -       127.649  (meters)     418.80   (feet)  ADJUSTED  
 LX0948  ___________________________________________________________________
 LX0948  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0948  DYNAMIC HT  -         127.606 (meters)     418.65  (feet)  COMP
 LX0948  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX0948
 LX0948  VERT ORDER  -  SECOND    CLASS 0
 LX0948
 LX0948.The horizontal coordinates were scaled from a topographic map and have
 LX0948.an estimated accuracy of +/- 6 seconds.
 LX0948
 LX0948.The orthometric height was determined by differential leveling
 LX0948.and adjusted by the National Geodetic Survey in June 1991..
 LX0948
 LX0948.The geoid height was determined by GEOID03.
 LX0948
 LX0948.The dynamic height is computed by dividing the NAVD 88
 LX0948.geopotential number by the normal gravity value computed on the
 LX0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0948.degrees latitude (g = 980.6199 gals.).
 LX0948
 LX0948.The modeled gravity was interpolated from observed gravity values.
 LX0948
 LX0948;                    North         East    Units  Estimated Accuracy
 LX0948;SPC CT       -   214,810.      245,170.      MT  (+/- 180 meters Scaled)
 LX0948
 LX0948                          SUPERSEDED SURVEY CONTROL
 LX0948
 LX0948  NGVD 29 (??/??/92)  127.915  (m)          419.67   (f) ADJ UNCH    2 0
 LX0948
 LX0948.Superseded values are not recommended for survey control.
 LX0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0948.See file dsdata.txt to determine how the superseded data were derived.
 LX0948
 LX0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL284835(NAD 83)
 LX0948_MARKER: DB = BENCH MARK DISK
 LX0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0948_SP_SET: ABUTMENT
 LX0948_STAMPING: C 13 1935
 LX0948_MARK LOGO: CGS   
 LX0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0948
 LX0948  HISTORY     - Date     Condition        Report By
 LX0948  HISTORY     - 1935     MONUMENTED       CGS
 LX0948  HISTORY     - 1959     GOOD             NGS
 LX0948  HISTORY     - 1973     GOOD             NGS
 LX0948  HISTORY     - 1983     GOOD             NGS
 LX0948  HISTORY     - 1984     GOOD             NGS
 LX0948
 LX0948                          STATION DESCRIPTION
 LX0948
 LX0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0948'1 MI SW FROM DANBURY.
 LX0948'1.0 MILE SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0948'RAILROAD FROM THE STATION AT DANBURY, FAIRFIELD COUNTY, AT 75-FOOT
 LX0948'STEEL-GIRDER HIGHWAY OVERPASS 94.35, IN THE TOP OF THE EAST
 LX0948'END OF THE NORTH ABUTMENT, 4.5 FEET EAST OF THE EAST RAIL, AND
 LX0948'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0948'C 13 1935.
 LX0948
 LX0948                          STATION RECOVERY (1973)
 LX0948
 LX0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LX0948'RECOVERED IN GOOD CONDITION.
 LX0948
 LX0948                          STATION RECOVERY (1983)
 LX0948
 LX0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0948'MARK IS COVERED WITH A STEEL CAUSING MARK TO BE INACCESSIBLE FOR
 LX0948'LEVEL WORK.
 LX0948
 LX0948                          STATION RECOVERY (1984)
 LX0948
 LX0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0948'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0053 ***********************************************************************
 LX0053  DESIGNATION -  C 14
 LX0053  PID         -  LX0053
 LX0053  STATE/COUNTY-  CT/TOLLAND
 LX0053  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX0053
 LX0053                         *CURRENT SURVEY CONTROL
 LX0053  ___________________________________________________________________
 LX0053* NAD 83(1986)-  41 55 50.     (N)    072 18 31.     (W)     SCALED    
 LX0053* NAVD 88     -       132.803  (meters)     435.70   (feet)  ADJUSTED  
 LX0053  ___________________________________________________________________
 LX0053  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX0053  DYNAMIC HT  -         132.761 (meters)     435.57  (feet)  COMP
 LX0053  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 LX0053
 LX0053  VERT ORDER  -  SECOND    CLASS 0
 LX0053
 LX0053.The horizontal coordinates were scaled from a topographic map and have
 LX0053.an estimated accuracy of +/- 6 seconds.
 LX0053
 LX0053.The orthometric height was determined by differential leveling
 LX0053.and adjusted by the National Geodetic Survey in June 1991..
 LX0053
 LX0053.The geoid height was determined by GEOID03.
 LX0053
 LX0053.The dynamic height is computed by dividing the NAVD 88
 LX0053.geopotential number by the normal gravity value computed on the
 LX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0053.degrees latitude (g = 980.6199 gals.).
 LX0053
 LX0053.The modeled gravity was interpolated from observed gravity values.
 LX0053
 LX0053;                    North         East    Units  Estimated Accuracy
 LX0053;SPC CT       -   274,350.      341,410.      MT  (+/- 180 meters Scaled)
 LX0053
 LX0053                          SUPERSEDED SURVEY CONTROL
 LX0053
 LX0053  NGVD 29 (??/??/92)  133.038  (m)          436.48   (f) ADJ UNCH    2 0
 LX0053
 LX0053.Superseded values are not recommended for survey control.
 LX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0053.See file dsdata.txt to determine how the superseded data were derived.
 LX0053
 LX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM231455(NAD 83)
 LX0053_MARKER: DB = BENCH MARK DISK
 LX0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0053_SP_SET: BRIDGE SEAT
 LX0053_STAMPING: C 14 1935
 LX0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0053
 LX0053  HISTORY     - Date     Condition        Report By
 LX0053  HISTORY     - 1935     MONUMENTED       CGS
 LX0053  HISTORY     - 1943     GOOD             CTDT
 LX0053  HISTORY     - 1943     GOOD             USGS
 LX0053
 LX0053                          STATION DESCRIPTION
 LX0053
 LX0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0053'1.7 MI S FROM STAFFORD SPRINGS.
 LX0053'ABOUT 1.7 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0053'STATION AT STAFFORD SPRINGS, TOLLAND COUNTY, AT MILEPOST 48, 60
 LX0053'FEET NORTH OF THE CROSSING OF STATE HIGHWAY 32, AT A 90-FOOT
 LX0053'SPAN GIRDER BRIDGE OVER A CREEK, IN THE WEST SIDE OF THE SOUTH
 LX0053'BRIDGE SEAT, 8 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 LX0053'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 LX0053'DISK, STAMPED C 14 1935.  NOTE-- GIRDER BRIDGE OVER WILLIMANTIC
 LX0053'RIVER, ----- AND ABOUT 3 1/2 FEET LOWER THAN THE TOP OF THE RAIL,
 LX0053'ETC.
 LX0053
 LX0053                          STATION RECOVERY (1943)
 LX0053
 LX0053'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0053'RECOVERED IN GOOD CONDITION.
 LX0053
 LX0053                          STATION RECOVERY (1943)
 LX0053
 LX0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0053'1.7 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0053'STAFFORD SPRING, TOLLAND COUNTY, AT MILEPOST 48, 60 FEET NORTH OF THE
 LX0053'CROSSING OF STATE HIGHWAY 32, AT A 90-FOOT SPAN GIRDER BRIDGE OVER
 LX0053'THE WILLIMANTIC RIVER, IN THE WEST SIDE OF THE SOUTH BRIDGE SEAT, 8
 LX0053'FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 1/2 FEET LOWER
 LX0053'THAN THE TOP OF THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0788 ***********************************************************************
 LX0788  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0788  DESIGNATION -  C 15
 LX0788  PID         -  LX0788
 LX0788  STATE/COUNTY-  CT/FAIRFIELD
 LX0788  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0788
 LX0788                         *CURRENT SURVEY CONTROL
 LX0788  ___________________________________________________________________
 LX0788* NAD 83(1986)-  41 05 46.     (N)    073 25 15.     (W)     SCALED    
 LX0788* NAVD 88     -        10.582  (meters)      34.72   (feet)  ADJUSTED  
 LX0788  ___________________________________________________________________
 LX0788  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX0788  DYNAMIC HT  -          10.579 (meters)      34.71  (feet)  COMP
 LX0788  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 LX0788
 LX0788  VERT ORDER  -  FIRST     CLASS I
 LX0788
 LX0788.The horizontal coordinates were scaled from a topographic map and have
 LX0788.an estimated accuracy of +/- 6 seconds.
 LX0788
 LX0788.The orthometric height was determined by differential leveling
 LX0788.and adjusted by the National Geodetic Survey in June 1991..
 LX0788
 LX0788.This Tidal Bench Mark is designated as VM 16743
 LX0788.by the Center for Operational Oceanographic Products and Services.
 LX0788
 LX0788.The geoid height was determined by GEOID03.
 LX0788
 LX0788.The dynamic height is computed by dividing the NAVD 88
 LX0788.geopotential number by the normal gravity value computed on the
 LX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0788.degrees latitude (g = 980.6199 gals.).
 LX0788
 LX0788.The modeled gravity was interpolated from observed gravity values.
 LX0788
 LX0788;                    North         East    Units  Estimated Accuracy
 LX0788;SPC CT       -   181,800.      248,440.      MT  (+/- 180 meters Scaled)
 LX0788
 LX0788                          SUPERSEDED SURVEY CONTROL
 LX0788
 LX0788.No superseded survey control is available for this station.
 LX0788
 LX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL326506(NAD 83)
 LX0788_MARKER: DJ = TIDAL STATION DISK
 LX0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0788_SP_SET: BRIDGE
 LX0788_STAMPING: C 15 1935
 LX0788_MARK LOGO: CGS   
 LX0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0788
 LX0788  HISTORY     - Date     Condition        Report By
 LX0788  HISTORY     - 1935     MONUMENTED       CGS
 LX0788  HISTORY     - 1958     GOOD             NGS
 LX0788  HISTORY     - 1965     GOOD             NGS
 LX0788  HISTORY     - 1984     GOOD             NGS
 LX0788  HISTORY     - 1985     GOOD             USPSQD
 LX0788
 LX0788                          STATION DESCRIPTION
 LX0788
 LX0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LX0788'AT SOUTH NORWALK.
 LX0788'AT SOUTH NORWALK, FAIRFIELD COUNTY, 200 FEET NORTHEAST OF THE
 LX0788'NEW YORK, NEW HAVEN  HARTFORD RAILROAD STATION, 105 FEET
 LX0788'NORTHEAST OF POWER-LINE TOWER 521, AT A 6-FOOT STEEL BRIDGE OVER
 LX0788'MONROE STREET, IN THE SOUTHWEST WINGWALL, 20 FEET SOUTHEAST OF
 LX0788'THE SOUTHWEST END OF THE BRIDGE, 7 FEET SOUTHEAST OF THE
 LX0788'SOUTHEAST RAIL OF THE SPUR TRACK LEADING TO EAST END OF SOUTHERN
 LX0788'RAILROAD STATION AT SOUTH NORWALK, AND 6 INCHES LOWER THAN THE
 LX0788'RAIL.  A STANDARD DISK, STAMPED C 15 1935.
 LX0788
 LX0788                          STATION RECOVERY (1965)
 LX0788
 LX0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0788'RECOVERED IN GOOD CONDITION.
 LX0788
 LX0788                          STATION RECOVERY (1984)
 LX0788
 LX0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0788'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN NORWALK, AT
 LX0788'THE AMTRAK RAILROAD BRIDGE OVER MONROE STREET, IN TOP OF THE SOUTHEAST
 LX0788'SIDE OF THE RETAINING WALL OF THE SOUTHEASTERLY ONE OF THREE BRIDGES,
 LX0788'2.13 METERS (7.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL OF A SPUR TRACK
 LX0788'LEADING SOUTHWEST TO THE AMTRAK STATION, 5.58 METERS (18.3 FT)
 LX0788'SOUTHWEST OF THE NORTHEAST END OF THE RETAINING WALL, 0.70 METER
 LX0788'(2.3 FT) WEST OF A METAL I-BEAM POST SUPPORTING OVERHEAD RAILROAD
 LX0788'ELECTRIC LINES.
 LX0788'THE MARK IS 0.18 M BELOW TRACKS.
 LX0788
 LX0788                          STATION RECOVERY (1985)
 LX0788
 LX0788'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0571 ***********************************************************************
 LX0571  DESIGNATION -  C 16
 LX0571  PID         -  LX0571
 LX0571  STATE/COUNTY-  CT/HARTFORD
 LX0571  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX0571
 LX0571                         *CURRENT SURVEY CONTROL
 LX0571  ___________________________________________________________________
 LX0571* NAD 83(1986)-  41 38 11.     (N)    072 42 58.     (W)     SCALED    
 LX0571* NAVD 88     -         9.929  (meters)      32.58   (feet)  ADJUSTED  
 LX0571  ___________________________________________________________________
 LX0571  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX0571  DYNAMIC HT  -           9.926 (meters)      32.57  (feet)  COMP
 LX0571  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 LX0571
 LX0571  VERT ORDER  -  SECOND    CLASS 0
 LX0571
 LX0571.The horizontal coordinates were scaled from a topographic map and have
 LX0571.an estimated accuracy of +/- 6 seconds.
 LX0571
 LX0571.The orthometric height was determined by differential leveling
 LX0571.and adjusted by the National Geodetic Survey in June 1991..
 LX0571
 LX0571.The geoid height was determined by GEOID03.
 LX0571
 LX0571.The dynamic height is computed by dividing the NAVD 88
 LX0571.geopotential number by the normal gravity value computed on the
 LX0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0571.degrees latitude (g = 980.6199 gals.).
 LX0571
 LX0571.The modeled gravity was interpolated from observed gravity values.
 LX0571
 LX0571;                    North         East    Units  Estimated Accuracy
 LX0571;SPC CT       -   241,590.      307,620.      MT  (+/- 180 meters Scaled)
 LX0571
 LX0571                          SUPERSEDED SURVEY CONTROL
 LX0571
 LX0571  NGVD 29 (??/??/92)   10.221  (m)           33.53   (f) ADJ UNCH    2 0
 LX0571
 LX0571.Superseded values are not recommended for survey control.
 LX0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0571.See file dsdata.txt to determine how the superseded data were derived.
 LX0571
 LX0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM902119(NAD 83)
 LX0571_MARKER: DB = BENCH MARK DISK
 LX0571_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0571_SP_SET: CULVERT
 LX0571_STAMPING: C 16 1935
 LX0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0571
 LX0571  HISTORY     - Date     Condition        Report By
 LX0571  HISTORY     - 1935     MONUMENTED       CGS
 LX0571  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0571
 LX0571                          STATION DESCRIPTION
 LX0571
 LX0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0571'0.4 MI E FROM BERLIN.
 LX0571'2.8 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0571'RAILROAD FROM THE STATION AT BERLIN, HARTFORD COUNTY, 0.4 MILE
 LX0571'EAST OF BECKLEYS, AT A 3-FOOT REINFORCED CONCRETE BOX CULVERT,
 LX0571'IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL, 20 FEET
 LX0571'SOUTH OF THE CENTER LINE OF THE TRACK, IN LINE WITH A ROW OF
 LX0571'POLES, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LX0571
 LX0571                          STATION RECOVERY (1972)
 LX0571
 LX0571'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2369 ***********************************************************************
 LX2369  DESIGNATION -  C 1609
 LX2369  PID         -  LX2369
 LX2369  STATE/COUNTY-  CT/FAIRFIELD
 LX2369  USGS QUAD   -  NEWTOWN (1984)
 LX2369
 LX2369                         *CURRENT SURVEY CONTROL
 LX2369  ___________________________________________________________________
 LX2369* NAD 83(1986)-  41 25 22.     (N)    073 17 59.     (W)     SCALED    
 LX2369* NAVD 88     -       114.818  (meters)     376.70   (feet)  ADJUSTED  
 LX2369  ___________________________________________________________________
 LX2369  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2369  DYNAMIC HT  -         114.780 (meters)     376.57  (feet)  COMP
 LX2369  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 LX2369
 LX2369  VERT ORDER  -  FIRST     CLASS II
 LX2369
 LX2369.The horizontal coordinates were scaled from a topographic map and have
 LX2369.an estimated accuracy of +/- 6 seconds.
 LX2369
 LX2369.The orthometric height was determined by differential leveling
 LX2369.and adjusted by the National Geodetic Survey in June 1991..
 LX2369
 LX2369.The geoid height was determined by GEOID03.
 LX2369
 LX2369.The dynamic height is computed by dividing the NAVD 88
 LX2369.geopotential number by the normal gravity value computed on the
 LX2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2369.degrees latitude (g = 980.6199 gals.).
 LX2369
 LX2369.The modeled gravity was interpolated from observed gravity values.
 LX2369
 LX2369;                    North         East    Units  Estimated Accuracy
 LX2369;SPC CT       -   218,010.      258,850.      MT  (+/- 180 meters Scaled)
 LX2369
 LX2369                          SUPERSEDED SURVEY CONTROL
 LX2369
 LX2369.No superseded survey control is available for this station.
 LX2369
 LX2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL420870(NAD 83)
 LX2369_MARKER: DD = SURVEY DISK
 LX2369_SETTING: 66 = SET IN ROCK OUTCROP
 LX2369_SP_SET: ROCK OUTCROP
 LX2369_STAMPING: C 1609
 LX2369_MARK LOGO: CTDT  
 LX2369_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2369+STABILITY: POSITION/ELEVATION WELL
 LX2369
 LX2369  HISTORY     - Date     Condition        Report By
 LX2369  HISTORY     - UNK      MONUMENTED       CTDT
 LX2369  HISTORY     - 1985     GOOD             NGS
 LX2369
 LX2369                          STATION DESCRIPTION
 LX2369
 LX2369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2369'1.8 KM (1.1 MI) WEST FROM SANDY HOOK.
 LX2369'1.8 KM (1.1 MI) WEST ALONG INTERSTATE 84 FROM THE WEST END OF THE
 LX2369'BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON THE LEFT,
 LX2369'IN TOP OF A ROCK OUTCROP, 33.04 METERS (108.4 FT) SOUTH-SOUTHEAST OF
 LX2369'THE SOUTHEAST BRIDGE PIER OF SCHOOL HOUSE HILL ROAD OVERPASS, 9.81
 LX2369'METERS (32.2 FT) SOUTHWEST OF A STEEL GUARD RAIL.
 LX2369'THE MARK IS 2.44 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3502 ***********************************************************************
 LX3502  DESIGNATION -  C 1615
 LX3502  PID         -  LX3502
 LX3502  STATE/COUNTY-  CT/LITCHFIELD
 LX3502  USGS QUAD   -  TORRINGTON (1984)
 LX3502
 LX3502                         *CURRENT SURVEY CONTROL
 LX3502  ___________________________________________________________________
 LX3502* NAD 83(1996)-  41 47 55.53702(N)    073 06 44.91035(W)     ADJUSTED  
 LX3502* NAVD 88     -       210.9    (meters)     692.     (feet)  VERTCON   
 LX3502  ___________________________________________________________________
 LX3502  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 LX3502  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX3502
 LX3502  HORZ ORDER  -  SECOND
 LX3502
 LX3502.The horizontal coordinates were established by classical geodetic methods
 LX3502.and adjusted by the National Geodetic Survey in August 1998..
 LX3502
 LX3502.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3502
 LX3502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3502
 LX3502.The geoid height was determined by GEOID03.
 LX3502
 LX3502;                    North         East     Units Scale Factor Converg.
 LX3502;SPC CT       -   259,684.052   274,675.111   MT  0.99999382   -0 14 25.2
 LX3502;SPC CT       -   851,980.09    901,163.26   sFT  0.99999382   -0 14 25.2
 LX3502;SPC MA M     -   839,984.481    65,994.570   MT  0.99998900   -1 04 59.3
 LX3502;SPC MA M     - 2,755,849.08    216,517.19   sFT  0.99998900   -1 04 59.3
 LX3502;UTM  18      - 4,629,155.159   656,815.098   MT  0.99990261   +1 15 30.0
 LX3502
 LX3502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3502!SPC CT       -   0.99997149  x   0.99999382  =   0.99996531
 LX3502!SPC MA M     -   0.99997149  x   0.99998900  =   0.99996049
 LX3502!UTM  18      -   0.99997149  x   0.99990261  =   0.99987410
 LX3502
 LX3502|---------------------------------------------------------------------|
 LX3502| PID    Reference Object                     Distance      Geod. Az  |
 LX3502|                                                           dddmmss.s |
 LX3502| CB3725 C 1615 RM 1                           4.815 METERS 03518     |
 LX3502| CB3726 C 1615 RM 2                           5.764 METERS 08941     |
 LX3502| LX2457 5710                                               2755723.7 |
 LX3502| CB3727 C 1615 RM 3                           8.081 METERS 34348     |
 LX3502|---------------------------------------------------------------------|
 LX3502
 LX3502                          SUPERSEDED SURVEY CONTROL
 LX3502
 LX3502  NAD 83(1996)-  41 47 55.53688(N)    073 06 44.91062(W) AD(       ) 2
 LX3502  NAD 83(1992)-  41 47 55.53738(N)    073 06 44.91112(W) AD(       ) 2
 LX3502  NAD 83(1992)-  41 47 55.53836(N)    073 06 44.91185(W) AD(       ) 2
 LX3502  NAD 83(1986)-  41 47 55.53820(N)    073 06 44.91228(W) AD(       ) 2
 LX3502  NAD 27      -  41 47 55.18662(N)    073 06 46.51483(W) AD(       ) 2
 LX3502  NGVD 29 (07/19/86)  211.1    (m)          693.     (f) VERT ANG       
 LX3502
 LX3502.Superseded values are not recommended for survey control.
 LX3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3502.See file dsdata.txt to determine how the superseded data were derived.
 LX3502
 LX3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5681529155(NAD 83)
 LX3502_MARKER: DD = SURVEY DISK
 LX3502_SETTING: 66 = SET IN ROCK OUTCROP
 LX3502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX3502
 LX3502  HISTORY     - Date     Condition        Report By
 LX3502  HISTORY     - 1980     MONUMENTED       CTGS
 LX3502
 LX3502                          STATION DESCRIPTION
 LX3502
 LX3502'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX3502'THE STATION IS LOCATED ABOUT 4.83 KM (3 MILES) NORTHWEST OF
 LX3502'HARWINTON, 3.22 KM (2 MILES) SOUTHWEST OF TORRINGFORD AND
 LX3502'0.81 KM (0.5 MILE) SOUTHEAST OF TORRINGTON.
 LX3502'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3502'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3502'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX3502'
 LX3502'TO REACH THE STATION FROM TORRINGTON AT THE INTERSECTION OF
 LX3502'CONNECTICUT ROUTE 8 (JAMES H. DARCEY MEMORIAL HIGHWAY) AND
 LX3502'U.S. ROUTE 202 (EAST MAIN STREET) PROCEED EASTERLY ON U.S.
 LX3502'ROUTE 202 FOR 0.16 KM (0.10 MILE) TO HILLSIDE AVENUE ON
 LX3502'THE RIGHT. TAKE RIGHT AND PROCEED SOUTHERLY ON HILLSIDE AVENUE
 LX3502'FOR 0.56 KM (0.35 MILE) TO ROSEN AVENUE ON THE RIGHT. TAKE
 LX3502'RIGHT AND PROCEED WESTERLY ON ROSEN AVENUE FOR 0.06 KM
 LX3502'(0.04 MILE) TO PATTERSON STREET. TAKE LEFT AND PROCEED ON
 LX3502'PATTERSON STREET FOR 0.32 KM (0.2 MILE) TO A TURN AROUND AREA.
 LX3502'PARK HERE AND PROCEED SOUTHERLY UPHILL ALONG A CHAIN LINK FENCE
 LX3502'FOR APPROXIMATELY 200 FEET TO THE STATION ON THE RIGHT.
 LX3502'
 LX3502'THE STATION IS A STANDARD CDOT DISK
 LX3502'STAMPED---C 1615---,
 LX3502'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3502'23.2 METERS (76 FT) WEST FROM A WIRE FENCE AND
 LX3502'7.3 METERS (24 FT) EAST FROM THE WESTERN EDGE OF A ROCK LEDGE.
 LX3502'
 LX3502'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3502'(NO STAMPING) IN A CHISELED SQUARE,
 LX3502'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3502'19.5 METERS (64 FT) WEST FROM A WIRE FENCE AND
 LX3502'12.2 METERS (40 FT) EAST FROM THE WESTERN EDGE OF A ROCK LEDGE.
 LX3502'MARK IS ABOVE STATION 1.0 METERS.
 LX3502'
 LX3502'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3502'(NO STAMPING) IN A CHISELED SQUARE,
 LX3502'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3502'17.7 METERS (58 FT) WEST FROM A WIRE FENCE AND
 LX3502'12.2 METERS (40 FT) EAST FROM THE WESTERN EDGE OF A ROCK LEDGE.
 LX3502'MARK IS ABOVE STATION 1.0 METERS.
 LX3502'
 LX3502'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3502'(NO STAMPING) IN A CHISELED SQUARE,
 LX3502'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3502'23.5 METERS (77 FT) WEST FROM A WIRE FENCE AND
 LX3502'9.5 METERS (31 FT) EAST FROM THE WESTERN EDGE OF A ROCK LEDGE.
 LX3502'MARK IS BELOW STATION 1.5 METERS.
 LX3502'
 LX3502'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3502'STAMPED---5710---,
 LX3502'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3502'FLUSH WITH GROUND.  IT IS LOCATED
 LX3502'29.0 METERS (95.0 FT) SOUTHWEST FROM POWER POLE 97,
 LX3502'21.00 METERS (68.9 FT) SOUTHEAST FROM AN 8 FOOT BY 6 FOOT BOULDER
 LX3502'AND
 LX3502'10.7 METERS (35 FT) WEST FROM THE CENTERLINE OF SOUTH MAIN STREET.
 LX3502'TO REACH AZIMUTH MARK FROM TORRINGTON AT THE
 LX3502'INTERSECTION OF U.S. ROUTE 202 (LITCHFIELD STREET) AND SOUTH MAIN
 LX3502'STREET PROCEED SOUTH ON SOUTH MAIN STREET FOR APPROXIMATELY
 LX3502'200 FEET TO THE STATION ON THE RIGHT.
 LX3502'
 LX3502'AZIMUTH MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX3502'STAMPED---C 1590---,
 LX3502'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3502'FLUSH WITH GROUND.  IT IS LOCATED
 LX3502'8.5 METERS (27.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHERN END OF A
 LX3502'BRIDGE OVER HARWINTON AVENUE,
 LX3502'7.9 METERS (26 FT) WEST FROM THE CENTERLINE OF THE SOUTHBOUND
 LX3502'LANE OF CONNECTICUT ROUTE 8 AND
 LX3502'0.6 METERS (2.1 FT) WEST FROM A WIRE ROPE RAILING.
 LX3502'TO REACH AZIMUTH MARK FROM TORRINGTON AT THE
 LX3502'INTERSECTION OF U.S. ROUTE 202 (EAST MAIN STREET) AND CONNECTICUT
 LX3502'ROUTE 8 (JAMES H. DARCEY MEMORIAL HIGHWAY) PROCEED SOUTH ON
 LX3502'CONNECTICUT ROUTE 8 FOR 1.13 KM (0.7 MILE) TO THE STATION ON THE
 LX3502'RIGHT.
 LX3502'
 LX3502'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3502'
 LX3502'DESCRIBED BY R. JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2460 ***********************************************************************
 LX2460  DESIGNATION -  C 1625
 LX2460  PID         -  LX2460
 LX2460  STATE/COUNTY-  CT/LITCHFIELD
 LX2460  USGS QUAD   -  TORRINGTON (1984)
 LX2460
 LX2460                         *CURRENT SURVEY CONTROL
 LX2460  ___________________________________________________________________
 LX2460* NAD 83(1986)-  41 45 43.     (N)    073 06 50.     (W)     SCALED    
 LX2460* NAVD 88     -       168.489  (meters)     552.78   (feet)  ADJUSTED  
 LX2460  ___________________________________________________________________
 LX2460  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX2460  DYNAMIC HT  -         168.435 (meters)     552.61  (feet)  COMP
 LX2460  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 LX2460
 LX2460  VERT ORDER  -  FIRST     CLASS II
 LX2460
 LX2460.The horizontal coordinates were scaled from a topographic map and have
 LX2460.an estimated accuracy of +/- 6 seconds.
 LX2460
 LX2460.The orthometric height was determined by differential leveling
 LX2460.and adjusted by the National Geodetic Survey in June 1991..
 LX2460
 LX2460.The geoid height was determined by GEOID03.
 LX2460
 LX2460.The dynamic height is computed by dividing the NAVD 88
 LX2460.geopotential number by the normal gravity value computed on the
 LX2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2460.degrees latitude (g = 980.6199 gals.).
 LX2460
 LX2460.The modeled gravity was interpolated from observed gravity values.
 LX2460
 LX2460;                    North         East    Units  Estimated Accuracy
 LX2460;SPC CT       -   255,600.      274,540.      MT  (+/- 180 meters Scaled)
 LX2460
 LX2460                          SUPERSEDED SURVEY CONTROL
 LX2460
 LX2460.No superseded survey control is available for this station.
 LX2460
 LX2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM567250(NAD 83)
 LX2460_MARKER: DD = SURVEY DISK
 LX2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2460_SP_SET: CONCRETE POST
 LX2460_STAMPING: C 1625
 LX2460_MARK LOGO: CTDT  
 LX2460_PROJECTION: FLUSH
 LX2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2460+STABILITY: SURFACE MOTION
 LX2460
 LX2460  HISTORY     - Date     Condition        Report By
 LX2460  HISTORY     - UNK      MONUMENTED       CTDT
 LX2460  HISTORY     - 1985     GOOD             NGS
 LX2460
 LX2460                          STATION DESCRIPTION
 LX2460
 LX2460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2460'IN EAST LITCHFIELD.
 LX2460'IN EAST LITCHFIELD, AT THE JUNCTION OF STATE HIGHWAY 118 AND THE NORTH
 LX2460'BOUND EXIT RAMP OF STATE HIGHWAY 8, 19.50 METERS (64.0 FT) SOUTH OF
 LX2460'THE CENTERLINE OF HIGHWAY 118, 4.96 METERS (16.3 FT) NORTHWEST OF THE
 LX2460'NORTHWEST METAL BASE OF A TELEPHONE BOOTH, 3.26 METERS (10.7 FT) WEST
 LX2460'OF POWER POLE 1553.
 LX2460'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2460'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0687 ***********************************************************************
 LX0687  DESIGNATION -  C 17
 LX0687  PID         -  LX0687
 LX0687  STATE/COUNTY-  CT/LITCHFIELD
 LX0687  USGS QUAD   -  KENT (1971)
 LX0687
 LX0687                         *CURRENT SURVEY CONTROL
 LX0687  ___________________________________________________________________
 LX0687* NAD 83(1986)-  41 44 19.     (N)    073 28 05.     (W)     SCALED    
 LX0687* NAVD 88     -       121.731  (meters)     399.38   (feet)  ADJUSTED  
 LX0687  ___________________________________________________________________
 LX0687  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX0687  DYNAMIC HT  -         121.688 (meters)     399.24  (feet)  COMP
 LX0687  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 LX0687
 LX0687  VERT ORDER  -  SECOND    CLASS 0
 LX0687
 LX0687.The horizontal coordinates were scaled from a topographic map and have
 LX0687.an estimated accuracy of +/- 6 seconds.
 LX0687
 LX0687.The orthometric height was determined by differential leveling
 LX0687.and adjusted by the National Geodetic Survey in June 1991..
 LX0687
 LX0687.The geoid height was determined by GEOID03.
 LX0687
 LX0687.The dynamic height is computed by dividing the NAVD 88
 LX0687.geopotential number by the normal gravity value computed on the
 LX0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0687.degrees latitude (g = 980.6199 gals.).
 LX0687
 LX0687.The modeled gravity was interpolated from observed gravity values.
 LX0687
 LX0687;                    North         East    Units  Estimated Accuracy
 LX0687;SPC CT       -   253,190.      245,070.      MT  (+/- 180 meters Scaled)
 LX0687
 LX0687                          SUPERSEDED SURVEY CONTROL
 LX0687
 LX0687  NGVD 29 (??/??/92)  121.990  (m)          400.23   (f) ADJ UNCH    2 0
 LX0687
 LX0687.Superseded values are not recommended for survey control.
 LX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0687.See file dsdata.txt to determine how the superseded data were derived.
 LX0687
 LX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM273218(NAD 83)
 LX0687_MARKER: DB = BENCH MARK DISK
 LX0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0687_STAMPING: C 17 1935
 LX0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0687+STABILITY: SURFACE MOTION
 LX0687
 LX0687  HISTORY     - Date     Condition        Report By
 LX0687  HISTORY     - 1935     MONUMENTED       CGS
 LX0687  HISTORY     - 1955     MARK NOT FOUND   NGS
 LX0687  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0687
 LX0687                          STATION DESCRIPTION
 LX0687
 LX0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LX0687'0.9 MI N FROM KENT.
 LX0687'0.9 MILE NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0687'RAILROAD FROM THE STATION AT KENT, LITCHFIELD COUNTY, 450 FEET
 LX0687'NORTH OF A SECONDARY-ROAD CROSSING, AT THE NORTH END OF A
 LX0687'400-FOOT TANGENT ON U.S. HIGHWAY 7 PARALLEL TO THE RAILROAD,
 LX0687'70 FEET SOUTH OF THE NORTH END OF THE 200-FOOT RETAINING WALL
 LX0687'ALONG THE WEST SIDE OF THE TRACK, 29 FEET SOUTHWEST OF POWER-POLE
 LX0687'1384, 21 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 15 FEET
 LX0687'EAST OF THE EAST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD
 LX0687'DISK, STAMPED C 17 1935 AND SET IN THE TOP OF A CONCRETE POST
 LX0687'PROJECTING 6-INCHES ABOVE GROUND.  NOTE-- APPARENTLY COVERED BY
 LX0687'SMALL FILL AND STILL THERE.
 LX0687
 LX0687                          STATION RECOVERY (1984)
 LX0687
 LX0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0687'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0559 ***********************************************************************
 LX0559  DESIGNATION -  C 18
 LX0559  PID         -  LX0559
 LX0559  STATE/COUNTY-  CT/HARTFORD
 LX0559  USGS QUAD   -  AVON (1984)
 LX0559
 LX0559                         *CURRENT SURVEY CONTROL
 LX0559  ___________________________________________________________________
 LX0559* NAD 83(1986)-  41 47 08.     (N)    072 45 00.     (W)     SCALED    
 LX0559* NAVD 88     -        52.348  (meters)     171.75   (feet)  ADJUSTED  
 LX0559  ___________________________________________________________________
 LX0559  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX0559  DYNAMIC HT  -          52.333 (meters)     171.70  (feet)  COMP
 LX0559  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 LX0559
 LX0559  VERT ORDER  -  SECOND    CLASS 0
 LX0559
 LX0559.The horizontal coordinates were scaled from a topographic map and have
 LX0559.an estimated accuracy of +/- 6 seconds.
 LX0559
 LX0559.The orthometric height was determined by differential leveling
 LX0559.and adjusted by the National Geodetic Survey in June 1991..
 LX0559
 LX0559.The geoid height was determined by GEOID03.
 LX0559
 LX0559.The dynamic height is computed by dividing the NAVD 88
 LX0559.geopotential number by the normal gravity value computed on the
 LX0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0559.degrees latitude (g = 980.6199 gals.).
 LX0559
 LX0559.The modeled gravity was interpolated from observed gravity values.
 LX0559
 LX0559;                    North         East    Units  Estimated Accuracy
 LX0559;SPC CT       -   258,150.      304,800.      MT  (+/- 180 meters Scaled)
 LX0559
 LX0559                          SUPERSEDED SURVEY CONTROL
 LX0559
 LX0559  NGVD 29 (??/??/92)   52.588  (m)          172.53   (f) ADJ UNCH    2 0
 LX0559
 LX0559.Superseded values are not recommended for survey control.
 LX0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0559.See file dsdata.txt to determine how the superseded data were derived.
 LX0559
 LX0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM869284(NAD 83)
 LX0559_MARKER: DB = BENCH MARK DISK
 LX0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0559_STAMPING: C 18 1935
 LX0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0559+STABILITY: SURFACE MOTION
 LX0559
 LX0559  HISTORY     - Date     Condition        Report By
 LX0559  HISTORY     - 1935     MONUMENTED       CGS
 LX0559  HISTORY     - UNK      GOOD             NGS
 LX0559  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0559
 LX0559                          STATION DESCRIPTION
 LX0559
 LX0559'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 LX0559'AT WEST HARTFORD.
 LX0559'AT WEST HARTFORD, HARTFORD COUNTY, 2.8 MILES EAST OF THE AVON-WEST
 LX0559'HARTFORD TOWN LINE, ON U.S. HIGHWAY 44, ABOUT 600 FEET WEST
 LX0559'OF THE JUNCTION OF NORTH MAIN STREET, ABOUT 120 FEET WEST OF
 LX0559'A HYDRANT ON THE NORTH SIDE OF THE HIGHWAY, 10 FEET EAST OF POLE
 LX0559'167, 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 LX0559'1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 18
 LX0559'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LX0559'ABOVE GROUND.
 LX0559
 LX0559                          STATION RECOVERY (1972)
 LX0559
 LX0559'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2359 ***********************************************************************
 LX2359  DESIGNATION -  C 1846
 LX2359  PID         -  LX2359
 LX2359  STATE/COUNTY-  CT/FAIRFIELD
 LX2359  USGS QUAD   -  NEWTOWN (1984)
 LX2359
 LX2359                         *CURRENT SURVEY CONTROL
 LX2359  ___________________________________________________________________
 LX2359* NAD 83(1986)-  41 25 03.     (N)    073 17 40.     (W)     SCALED    
 LX2359* NAVD 88     -       111.561  (meters)     366.01   (feet)  ADJUSTED  
 LX2359  ___________________________________________________________________
 LX2359  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2359  DYNAMIC HT  -         111.524 (meters)     365.89  (feet)  COMP
 LX2359  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 LX2359
 LX2359  VERT ORDER  -  FIRST     CLASS II
 LX2359
 LX2359.The horizontal coordinates were scaled from a topographic map and have
 LX2359.an estimated accuracy of +/- 6 seconds.
 LX2359
 LX2359.The orthometric height was determined by differential leveling
 LX2359.and adjusted by the National Geodetic Survey in June 1991..
 LX2359
 LX2359.The geoid height was determined by GEOID03.
 LX2359
 LX2359.The dynamic height is computed by dividing the NAVD 88
 LX2359.geopotential number by the normal gravity value computed on the
 LX2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2359.degrees latitude (g = 980.6199 gals.).
 LX2359
 LX2359.The modeled gravity was interpolated from observed gravity values.
 LX2359
 LX2359;                    North         East    Units  Estimated Accuracy
 LX2359;SPC CT       -   217,420.      259,290.      MT  (+/- 180 meters Scaled)
 LX2359
 LX2359                          SUPERSEDED SURVEY CONTROL
 LX2359
 LX2359.No superseded survey control is available for this station.
 LX2359
 LX2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL425865(NAD 83)
 LX2359_MARKER: DD = SURVEY DISK
 LX2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2359_SP_SET: CONCRETE POST
 LX2359_STAMPING: C 1846
 LX2359_MARK LOGO: CTDT  
 LX2359_PROJECTION: FLUSH
 LX2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2359+STABILITY: SURFACE MOTION
 LX2359
 LX2359  HISTORY     - Date     Condition        Report By
 LX2359  HISTORY     - UNK      MONUMENTED       CTDT
 LX2359  HISTORY     - 1985     GOOD             NGS
 LX2359
 LX2359                          STATION DESCRIPTION
 LX2359
 LX2359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2359'1.3 KM (0.8 MI) NE FROM NEWTOWN.
 LX2359'1.3 KM (0.8 MI) NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF
 LX2359'STATE HIGHWAY 25 IN NEWTOWN TO THE MARK ON THE LEFT, NEAR THE
 LX2359'SOUTHEAST CORNER OF A TWO STORY FRAME HOUSE, 6.25 METERS (20.5 FT)
 LX2359'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.27 METERS (50.1
 LX2359'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 12.13 METERS (39.8
 LX2359'FT) WEST OF UTILITY POLE 6999, 8.50 METERS (27.9 FT) EAST-NORTHEAST OF
 LX2359'A 91-CM (36-INCH) MAPLE TREE.
 LX2359'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0814 ***********************************************************************
 LX0814  DESIGNATION -  C 2
 LX0814  PID         -  LX0814
 LX0814  STATE/COUNTY-  CT/FAIRFIELD
 LX0814  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0814
 LX0814                         *CURRENT SURVEY CONTROL
 LX0814  ___________________________________________________________________
 LX0814* NAD 83(1986)-  41 07 12.     (N)    073 19 42.     (W)     SCALED    
 LX0814* NAVD 88     -         6.646  (meters)      21.80   (feet)  ADJUSTED  
 LX0814  ___________________________________________________________________
 LX0814  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0814  DYNAMIC HT  -           6.644 (meters)      21.80  (feet)  COMP
 LX0814  MODELED GRAV-     980,306.8   (mgal)                       NAVD 88
 LX0814
 LX0814  VERT ORDER  -  FIRST     CLASS I
 LX0814
 LX0814.The horizontal coordinates were scaled from a topographic map and have
 LX0814.an estimated accuracy of +/- 6 seconds.
 LX0814
 LX0814.The orthometric height was determined by differential leveling
 LX0814.and adjusted by the National Geodetic Survey in June 1991..
 LX0814
 LX0814.The geoid height was determined by GEOID03.
 LX0814
 LX0814.The dynamic height is computed by dividing the NAVD 88
 LX0814.geopotential number by the normal gravity value computed on the
 LX0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0814.degrees latitude (g = 980.6199 gals.).
 LX0814
 LX0814.The modeled gravity was interpolated from observed gravity values.
 LX0814
 LX0814;                    North         East    Units  Estimated Accuracy
 LX0814;SPC CT       -   184,400.      256,230.      MT  (+/- 180 meters Scaled)
 LX0814
 LX0814                          SUPERSEDED SURVEY CONTROL
 LX0814
 LX0814  NGVD 29 (??/??/92)    6.981  (m)           22.90   (f) ADJ UNCH    1 1
 LX0814
 LX0814.Superseded values are not recommended for survey control.
 LX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0814.See file dsdata.txt to determine how the superseded data were derived.
 LX0814
 LX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL403534(NAD 83)
 LX0814_MARKER: DB = BENCH MARK DISK
 LX0814_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0814_SP_SET: UNSPECIFIED ROCK
 LX0814_STAMPING: ELEV 22.903 C 2 1922 FT
 LX0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0814
 LX0814  HISTORY     - Date     Condition        Report By
 LX0814  HISTORY     - 1922     MONUMENTED       CGS
 LX0814  HISTORY     - 1965     GOOD             NGS
 LX0814  HISTORY     - 1983     GOOD             NGS
 LX0814  HISTORY     - 1985     GOOD             USPSQD
 LX0814  HISTORY     - 1989     GOOD             USPSQD
 LX0814  HISTORY     - 19890807 GOOD             USPSQD
 LX0814
 LX0814                          STATION DESCRIPTION
 LX0814
 LX0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0814'2.6 MI E FROM SAUGATUCK.
 LX0814'2.1 MILES EAST ALONG STATE HIGHWAY 136 FROM THE EAST END OF THE
 LX0814'BRIDGE OVER THE SAUGATUCK RIVER, THENCE 0.4 MILE SOUTH ALONG
 LX0814'SHERWOOD ISLAND ROAD, THENCE 0.15 MILE EAST ALONG THE NEW YORK,
 LX0814'NEW HAVEN AND HARTFORD RAILROAD, ABOUT 0.7 MILE WEST OF THE
 LX0814'STATION AT GREENS FARMS, 57 FEET EAST OF ELECTRIC CABLE TOWER
 LX0814'NO. 616, SET ON THE TOP OF A ROCK WHICH IS ABOUT 12 FEET LONG,
 LX0814'2 1/2 FEET HIGH AND IS AT THE BASE OF A HIGH BANK SOUTH OF THE
 LX0814'TRACK, 10 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF
 LX0814'4 TRACKS AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 LX0814
 LX0814                          STATION RECOVERY (1983)
 LX0814
 LX0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0814'RECOVERED IN GOOD CONDITION.
 LX0814
 LX0814                          STATION RECOVERY (1985)
 LX0814
 LX0814'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0814'RECOVERED IN GOOD CONDITION.
 LX0814
 LX0814                          STATION RECOVERY (1989)
 LX0814
 LX0814'RECOVERY NOTE BY US POWER SQUADRON 1989 (HP)
 LX0814'RECOVERED IN GOOD CONDITION.
 LX0814
 LX0814                          STATION RECOVERY (1989)
 LX0814
 LX0814'RECOVERY NOTE BY US POWER SQUADRON 1989 (HOP)
 LX0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0846 ***********************************************************************
 LX0846  DESIGNATION -  C 2 6 C OF B
 LX0846  PID         -  LX0846
 LX0846  STATE/COUNTY-  CT/FAIRFIELD
 LX0846  USGS QUAD   -  BRIDGEPORT (1984)
 LX0846
 LX0846                         *CURRENT SURVEY CONTROL
 LX0846  ___________________________________________________________________
 LX0846* NAD 83(1986)-  41 12 08.     (N)    073 12 32.     (W)     SCALED    
 LX0846* NAVD 88     -        38.543  (meters)     126.45   (feet)  ADJUSTED  
 LX0846  ___________________________________________________________________
 LX0846  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0846  DYNAMIC HT  -          38.530 (meters)     126.41  (feet)  COMP
 LX0846  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LX0846
 LX0846  VERT ORDER  -  FIRST     CLASS I
 LX0846
 LX0846.The horizontal coordinates were scaled from a topographic map and have
 LX0846.an estimated accuracy of +/- 6 seconds.
 LX0846
 LX0846.The orthometric height was determined by differential leveling
 LX0846.and adjusted by the National Geodetic Survey in June 1991..
 LX0846
 LX0846.The geoid height was determined by GEOID03.
 LX0846
 LX0846.The dynamic height is computed by dividing the NAVD 88
 LX0846.geopotential number by the normal gravity value computed on the
 LX0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0846.degrees latitude (g = 980.6199 gals.).
 LX0846
 LX0846.The modeled gravity was interpolated from observed gravity values.
 LX0846
 LX0846;                    North         East    Units  Estimated Accuracy
 LX0846;SPC CT       -   193,470.      266,310.      MT  (+/- 180 meters Scaled)
 LX0846
 LX0846                          SUPERSEDED SURVEY CONTROL
 LX0846
 LX0846.No superseded survey control is available for this station.
 LX0846
 LX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL501627(NAD 83)
 LX0846_MARKER: DD = SURVEY DISK
 LX0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0846_MARK LOGO: CT0080
 LX0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0846+STABILITY: SURFACE MOTION
 LX0846
 LX0846  HISTORY     - Date     Condition        Report By
 LX0846  HISTORY     - UNK      MONUMENTED       CT0080
 LX0846  HISTORY     - 1965     GOOD             NGS
 LX0846  HISTORY     - 1985     GOOD             NGS
 LX0846
 LX0846                          STATION DESCRIPTION
 LX0846
 LX0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0846'AT BRIDGEPORT.
 LX0846'AT BRIDGEPORT, AT THE INTERSECTION OF WAYNE STREET AND FAIRVIEW
 LX0846'AVENUE, ABOUT IN THE CENTER OF SIDEWALK, 79 FEET SOUTHWEST OF
 LX0846'THE SOUTHWEST CORNER OF THE MADISON SCHOOL, 7.4 FEET NORTH OF
 LX0846'THE NORTH CURB OF FAIRVIEW AVENUE, 6.5 FEET EAST OF THE EAST CURB
 LX0846'OF WAYNE STREET, 1/2 FOOT ABOVE THE LEVEL OF THE STREET AND SET
 LX0846'IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT ABOVE THE
 LX0846'LEVEL OF THE SIDEWALK.
 LX0846
 LX0846                          STATION RECOVERY (1985)
 LX0846
 LX0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0846'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IN QUAD 410732, PAGE 13,
 LX0846'IS ADEQUATE EXCEPT MARK IS FLUSH WITH THE SIDEWALK INSTEAD OF
 LX0846'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0151 ***********************************************************************
 LX0151  DESIGNATION -  C 20
 LX0151  PID         -  LX0151
 LX0151  STATE/COUNTY-  CT/NEW LONDON
 LX0151  USGS QUAD   -  NEW LONDON (1984)
 LX0151
 LX0151                         *CURRENT SURVEY CONTROL
 LX0151  ___________________________________________________________________
 LX0151* NAD 83(1986)-  41 18 57.     (N)    072 00 50.     (W)     SCALED    
 LX0151* NAVD 88     -         0.260  (meters)       0.85   (feet)  ADJUSTED  
 LX0151  ___________________________________________________________________
 LX0151  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX0151  DYNAMIC HT  -           0.260 (meters)       0.85  (feet)  COMP
 LX0151  MODELED GRAV-     980,272.8   (mgal)                       NAVD 88
 LX0151
 LX0151  VERT ORDER  -  FIRST     CLASS I
 LX0151
 LX0151.The horizontal coordinates were scaled from a topographic map and have
 LX0151.an estimated accuracy of +/- 6 seconds.
 LX0151
 LX0151.The orthometric height was determined by differential leveling
 LX0151.and adjusted by the National Geodetic Survey in June 1991..
 LX0151
 LX0151.The geoid height was determined by GEOID03.
 LX0151
 LX0151.The dynamic height is computed by dividing the NAVD 88
 LX0151.geopotential number by the normal gravity value computed on the
 LX0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0151.degrees latitude (g = 980.6199 gals.).
 LX0151
 LX0151.The modeled gravity was interpolated from observed gravity values.
 LX0151
 LX0151;                    North         East    Units  Estimated Accuracy
 LX0151;SPC CT       -   206,250.      366,440.      MT  (+/- 180 meters Scaled)
 LX0151
 LX0151                          SUPERSEDED SURVEY CONTROL
 LX0151
 LX0151  NGVD 29 (??/??/92)    0.551  (m)            1.81   (f) ADJ UNCH    1 1
 LX0151
 LX0151.Superseded values are not recommended for survey control.
 LX0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0151.See file dsdata.txt to determine how the superseded data were derived.
 LX0151
 LX0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL499781(NAD 83)
 LX0151_MARKER: DB = BENCH MARK DISK
 LX0151_SETTING: 66 = SET IN ROCK OUTCROP
 LX0151_SP_SET: ROCK OUTCROP
 LX0151_STAMPING: C 20 1953
 LX0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0151+STABILITY: POSITION/ELEVATION WELL
 LX0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0151+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2001
 LX0151
 LX0151  HISTORY     - Date     Condition        Report By
 LX0151  HISTORY     - 1953     MONUMENTED       CGS
 LX0151  HISTORY     - 1965     GOOD             NGS
 LX0151  HISTORY     - 1983     GOOD             USPSQD
 LX0151  HISTORY     - 1988     GOOD             USPSQD
 LX0151  HISTORY     - 1989     GOOD             USPSQD
 LX0151  HISTORY     - 1990     GOOD             USPSQD
 LX0151  HISTORY     - 19901219 GOOD             USPSQD
 LX0151  HISTORY     - 20010821 GOOD             CME
 LX0151
 LX0151                          STATION DESCRIPTION
 LX0151
 LX0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0151'0.8 MI W FROM GROTON LONG POINT.
 LX0151'ABOUT 0.55 MILE SOUTHWEST ALONG DURYEA DRIVE FROM THE BRIDGE
 LX0151'OVER PALMER COCE AT GROTON LONG POINT, THENCE 0.3 MILE NORTHWEST
 LX0151'ALONG ISLAND AVENUE TO ISLAND CIRCLE, 70 YARDS NORTHEAST ALONG
 LX0151'ISLAND CIRCLE FROM THE INTERSECTION OF ISLAND AVENUE, SET ON THE
 LX0151'TOP OF THE NORTHWEST EDGE OF A LARGE OUTCROP AT THE WATERS EDGE
 LX0151'OF MUMFORD COVE, 42 FEET NORTHWEST OF THE CENTER LINE OF ISLAND
 LX0151'CIRCLE, 30 FEET NORTHWEST OF THE NORTHWEST FACE OF A SEA WALL
 LX0151'AND 2 FEET BELOW THE LEVEL OF THE ROAD.
 LX0151
 LX0151                          STATION RECOVERY (1983)
 LX0151
 LX0151'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0151'RECOVERED IN GOOD CONDITION.
 LX0151
 LX0151                          STATION RECOVERY (1988)
 LX0151
 LX0151'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0151'RECOVERED IN GOOD CONDITION.
 LX0151
 LX0151                          STATION RECOVERY (1989)
 LX0151
 LX0151'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0151'RECOVERED IN GOOD CONDITION.
 LX0151
 LX0151                          STATION RECOVERY (1990)
 LX0151
 LX0151'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0151'RECOVERED IN GOOD CONDITION.
 LX0151
 LX0151                          STATION RECOVERY (1990)
 LX0151
 LX0151'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0151'RECOVERED IN GOOD CONDITION.
 LX0151
 LX0151                          STATION RECOVERY (2001)
 LX0151
 LX0151'RECOVERY NOTE BY CME-CPK DESIGN GROUP 2001 (JVR)
 LX0151'MONUMENT IS SUBJECT TO SUBMERGENCE THROUGHOUT THE TIDAL PERIOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3501 ***********************************************************************
 LX3501  DESIGNATION -  C 2016
 LX3501  PID         -  LX3501
 LX3501  STATE/COUNTY-  CT/LITCHFIELD
 LX3501  USGS QUAD   -  TORRINGTON (1984)
 LX3501
 LX3501                         *CURRENT SURVEY CONTROL
 LX3501  ___________________________________________________________________
 LX3501* NAD 83(1996)-  41 50 12.67502(N)    073 05 58.86034(W)     ADJUSTED  
 LX3501* NAVD 88     -       262.1    (meters)     860.     (feet)  VERTCON   
 LX3501  ___________________________________________________________________
 LX3501  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 LX3501  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX3501
 LX3501  HORZ ORDER  -  SECOND
 LX3501
 LX3501.The horizontal coordinates were established by classical geodetic methods
 LX3501.and adjusted by the National Geodetic Survey in August 1998..
 LX3501
 LX3501.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3501
 LX3501.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3501
 LX3501.The geoid height was determined by GEOID03.
 LX3501
 LX3501;                    North         East     Units Scale Factor Converg.
 LX3501;SPC CT       -   263,910.696   275,755.350   MT  0.99999711   -0 13 54.7
 LX3501;SPC CT       -   865,847.01    904,707.34   sFT  0.99999711   -0 13 54.7
 LX3501;SPC MA M     -   844,194.743    67,136.848   MT  0.99998459   -1 04 28.4
 LX3501;SPC MA M     - 2,769,662.25    220,264.81   sFT  0.99998459   -1 04 28.4
 LX3501;UTM  18      - 4,633,408.231   657,784.300   MT  0.99990636   +1 16 04.1
 LX3501
 LX3501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3501!SPC CT       -   0.99996345  x   0.99999711  =   0.99996056
 LX3501!SPC MA M     -   0.99996345  x   0.99998459  =   0.99994804
 LX3501!UTM  18      -   0.99996345  x   0.99990636  =   0.99986981
 LX3501
 LX3501|---------------------------------------------------------------------|
 LX3501| PID    Reference Object                     Distance      Geod. Az  |
 LX3501|                                                           dddmmss.s |
 LX3501| LX3500 5711                                370.289 METERS 02846     |
 LX3501| CB3733 C 2016 RM 1                          11.338 METERS 06613     |
 LX3501| CB3734 C 2016 RM 2                           3.567 METERS 22404     |
 LX3501| CB3735 C 2016 RM 3                           7.860 METERS 27650     |
 LX3501|---------------------------------------------------------------------|
 LX3501
 LX3501                          SUPERSEDED SURVEY CONTROL
 LX3501
 LX3501  NAD 83(1996)-  41 50 12.67487(N)    073 05 58.86058(W) AD(       ) 2
 LX3501  NAD 83(1992)-  41 50 12.67542(N)    073 05 58.86111(W) AD(       ) 2
 LX3501  NAD 83(1992)-  41 50 12.67635(N)    073 05 58.86178(W) AD(       ) 2
 LX3501  NAD 83(1986)-  41 50 12.67628(N)    073 05 58.86229(W) AD(       ) 2
 LX3501  NAD 27      -  41 50 12.32598(N)    073 06 00.46554(W) AD(       ) 2
 LX3501  NGVD 29 (07/19/86)  262.3    (m)          861.     (f) VERT ANG       
 LX3501
 LX3501.Superseded values are not recommended for survey control.
 LX3501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3501.See file dsdata.txt to determine how the superseded data were derived.
 LX3501
 LX3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5778433408(NAD 83)
 LX3501_MARKER: DD = SURVEY DISK
 LX3501_SETTING: 66 = SET IN ROCK OUTCROP
 LX3501_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3501
 LX3501  HISTORY     - Date     Condition        Report By
 LX3501  HISTORY     - 1980     MONUMENTED       CTGS
 LX3501
 LX3501                          STATION DESCRIPTION
 LX3501
 LX3501'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX3501'THE STATION IS LOCATED ABOUT 9.82 KM (6.1 MILES) SOUTHWEST OF
 LX3501'WINSTED, 4.35 KM (2.7 MILES) NORTHEAST OF TORRINGTON AND 2.42 KM
 LX3501'(1.5 MILES) NORTHWEST OF TORRINGFORD.
 LX3501'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3501'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3501'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX3501'
 LX3501'TO REACH THE STATION FROM TORRINGTON AT THE INTERSECTION
 LX3501'OF CONNECTICUT ROUTE 8 (JAMES H. DARCEY MEMORIAL HIGHWAY)
 LX3501'AND CONNECTICUT ROUTE 4 (EAST ELM STREET) PROCEED NORTHERLY
 LX3501'ALONG CONNECTICUT ROUTE 8 FOR 3.75 KM (2.33 MILES) TO THE STATION
 LX3501'ON THE RIGHT.
 LX3501'
 LX3501'THE STATION IS A STANDARD CDOT DISK
 LX3501'STAMPED---C 2016---,
 LX3501'SET INTO A ROCK LEDGE.
 LX3501'IT IS LOCATED
 LX3501'64.92 METERS (213 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A
 LX3501'CATCH BASIN AND
 LX3501'10.1 METERS (33 FT) EAST FROM THE FACE OF A LEDGE.
 LX3501'
 LX3501'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3501'(NO STAMPING) IN A CHISELED SQUARE,
 LX3501'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3501'56.1 METERS (184 FT) SOUTH FROM THE CENTERLINE OF A CATCH BASIN AND
 LX3501'21.3 METERS (70 FT) EAST FROM THE FACE OF A LEDGE.
 LX3501'MARK IS ABOVE STATION 0.2 METERS.
 LX3501'
 LX3501'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A BRASS PLUG (NO
 LX3501'STAMPING) IN A CHISELED SQUARE,
 LX3501'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3501'69.8 METERS (229 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A
 LX3501'CATCH BASIN AND
 LX3501'9.5 METERS (31 FT) EAST FROM THE FACE OF A LEDGE.
 LX3501'MARK IS BELOW STATION 0.4 METERS.
 LX3501'
 LX3501'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3501'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX3501'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX3501'69.2 METERS (227 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A
 LX3501'CATCH BASIN AND
 LX3501'3.1 METERS (10 FT) EAST FROM THE FACE OF A LEDGE.
 LX3501'MARK IS BELOW STATION 0.7 METERS.
 LX3501'
 LX3501'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3501'STAMPED---5711---,
 LX3501'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3501'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3501'32.3 METERS (106 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF A
 LX3501'DROP INLET CATCH BASIN AND
 LX3501'7.9 METERS (26 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX3501'8.
 LX3501'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHERLY ALONG
 LX3501'CONNECTICUT ROUTE 8 FOR 0.42 KM (0.26 MILE) TO THE STATION ON THE
 LX3501'RIGHT.
 LX3501'
 LX3501'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3501'
 LX3501'DESCRIBED BY S. MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3474 ***********************************************************************
 LX3474  DESIGNATION -  C 2069
 LX3474  PID         -  LX3474
 LX3474  STATE/COUNTY-  CT/LITCHFIELD
 LX3474  USGS QUAD   -  WINSTED (1984)
 LX3474
 LX3474                         *CURRENT SURVEY CONTROL
 LX3474  ___________________________________________________________________
 LX3474* NAD 83(1996)-  41 54 55.28342(N)    073 03 19.77799(W)     ADJUSTED  
 LX3474* NAVD 88     -       232.4    (meters)     762.     (feet)  VERTCON   
 LX3474  ___________________________________________________________________
 LX3474  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 LX3474  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX3474
 LX3474  HORZ ORDER  -  SECOND
 LX3474
 LX3474.The horizontal coordinates were established by classical geodetic methods
 LX3474.and adjusted by the National Geodetic Survey in August 1998..
 LX3474
 LX3474.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3474
 LX3474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3474
 LX3474.The geoid height was determined by GEOID03.
 LX3474
 LX3474;                    North         East     Units Scale Factor Converg.
 LX3474;SPC CT       -   272,616.059   279,456.612   MT  1.00000530   -0 12 09.2
 LX3474;SPC CT       -   894,407.85    916,850.57   sFT  1.00000530   -0 12 09.2
 LX3474;SPC MA M     -   852,844.565    70,965.635   MT  0.99997688   -1 02 41.5
 LX3474;SPC MA M     - 2,798,040.88    232,826.42   sFT  0.99997688   -1 02 41.5
 LX3474;UTM  18      - 4,642,206.770   661,255.996   MT  0.99991998   +1 17 57.4
 LX3474
 LX3474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3474!SPC CT       -   0.99996809  x   1.00000530  =   0.99997339
 LX3474!SPC MA M     -   0.99996809  x   0.99997688  =   0.99994497
 LX3474!UTM  18      -   0.99996809  x   0.99991998  =   0.99988807
 LX3474
 LX3474|---------------------------------------------------------------------|
 LX3474| PID    Reference Object                     Distance      Geod. Az  |
 LX3474|                                                           dddmmss.s |
 LX3474| CB3737 C 2069 RM 1                          26.067 METERS 01504     |
 LX3474| CB3738 C 2069 RM 2                          18.090 METERS 04059     |
 LX3474| LX3475 5737                                APPROX. 0.7 KM 2201449.1 |
 LX3474| CB3739 C 2069 RM 3                          26.541 METERS 32328     |
 LX3474| CB2461 5738                                               3381752.7 |
 LX3474|---------------------------------------------------------------------|
 LX3474
 LX3474                          SUPERSEDED SURVEY CONTROL
 LX3474
 LX3474  NAD 83(1996)-  41 54 55.28329(N)    073 03 19.77812(W) AD(       ) 2
 LX3474  NAD 83(1992)-  41 54 55.28406(N)    073 03 19.77871(W) AD(       ) 2
 LX3474  NAD 83(1992)-  41 54 55.28465(N)    073 03 19.77926(W) AD(       ) 2
 LX3474  NAD 83(1986)-  41 54 55.28447(N)    073 03 19.77968(W) AD(       ) 2
 LX3474  NAD 27      -  41 54 54.93623(N)    073 03 21.39122(W) AD(       ) 2
 LX3474  NGVD 29 (07/19/86)  232.6    (m)          763.     (f) VERT ANG       
 LX3474
 LX3474.Superseded values are not recommended for survey control.
 LX3474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3474.See file dsdata.txt to determine how the superseded data were derived.
 LX3474
 LX3474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6125642207(NAD 83)
 LX3474_MARKER: DD = SURVEY DISK
 LX3474_SETTING: 0 = UNSPECIFIED SETTING
 LX3474_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3474
 LX3474  HISTORY     - Date     Condition        Report By
 LX3474  HISTORY     - 1980     MONUMENTED       CTGS
 LX3474
 LX3474                          STATION DESCRIPTION
 LX3474
 LX3474'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1980 (BGW)
 LX3474'THE STATION IS LOCATED ABOUT 10.87 KM (6.75 MILES) NORTH OF
 LX3474'TORRINGFORD, 8.86 KM (5.50 MILES) SOUTHEAST OF COLEBROOK AND
 LX3474'7.65 KM (4.75 MILES) WEST-SOUTHWEST OF BARKHAMSTED.
 LX3474'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3474'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3474'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX3474'
 LX3474'TO REACH THE STATION FROM WINSTED IT IS AT THE NORTHWEST PART
 LX3474'OF A U.S. ROUTE 44 (MAIN STREET) OVERPASS AND CONNECTICUT
 LX3474'ROUTE 8 (JAMES H. DARCEY MEMORIAL HIGHWAY).
 LX3474'
 LX3474'THE STATION IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT OF
 LX3474'TRANSPORTATION BRASS BASELINE DISK,
 LX3474'STAMPED---C 2069---,
 LX3474'SET INTO THE SIDEWALK PORTION OF A CONCRETE BRIDGE.
 LX3474'IT IS LOCATED
 LX3474'16.7 METERS (55 FT) SOUTH FROM THE CENTERLINE OF THE MOST
 LX3474'SOUTHERLY ENTRANCE RAMP,
 LX3474'8.8 METERS (29 FT) WEST FROM THE CENTERLINE OF U.S. ROUTE 44 AND
 LX3474'0.91 METERS (3.0 FT) EAST FROM A CONCRETE BRIDGE RAIL.
 LX3474'
 LX3474'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3474'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX3474'SET IN THE CONCRETE BASE OF A SIGN POST ON THE EAST SIDE OF U.S.
 LX3474'ROUTE 44.
 LX3474'IT IS LOCATED
 LX3474'10.4 METERS (34 FT) EAST FROM THE CENTERLINE OF U.S. ROUTE 44,
 LX3474'4.3 METERS (14 FT) SOUTH FROM THE EXTENDED CENTERLINE OF THE MOST
 LX3474'SOUTHERLY ENTRANCE RAMP AND
 LX3474'1.31 METERS (4.3 FT) EAST FROM A GUARD RAIL.
 LX3474'MARK IS BELOW STATION 1.0 METER.
 LX3474'
 LX3474'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3474'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX3474'SET INTO THE MOST NORTHERLY PART OF A CONCRETE BRIDGE RAIL ON THE
 LX3474'EASTERLY SIDE OF U.S. ROUTE 44.
 LX3474'IT IS LOCATED
 LX3474'14.9 METERS (49 FT) SOUTH FROM THE EXTENDED CENTERLINE OF THE
 LX3474'MOST SOUTHERLY ENTRANCE RAMP AND
 LX3474'8.5 METERS (28 FT) EAST FROM THE CENTERLINE OF U.S. ROUTE 44.
 LX3474'MARK IS ABOVE STATION 0.3 METERS.
 LX3474'
 LX3474'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX3474'(NO STAMPING) IN A CHISELED TRIANGLE,
 LX3474'SET INTO THE CONCRETE BASE OF A SIGN POST ON THE WESTERLY SIDE OF
 LX3474'U.S. ROUTE 44.
 LX3474'IT IS LOCATED
 LX3474'11.6 METERS (38 FT) WEST FROM THE CENTERLINE OF U.S. ROUTE 44,
 LX3474'9.4 METERS (31 FT) NORTH FROM THE CENTERLINE OF THE MOST
 LX3474'SOUTHERLY ENTRANCE RAMP AND
 LX3474'3.9 METERS (13 FT) EAST FROM A CATCH BASIN.
 LX3474'MARK IS BELOW STATION 1.0 METER.
 LX3474'
 LX3474'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3474'STAMPED---5738---,
 LX3474'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3474'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3474'21.9 METERS (72 FT) SOUTH FROM THE CENTERLINE OF A BRIDGE OVER
 LX3474'THE STILL RIVER,
 LX3474'9.4 METERS (31 FT) EAST-NORTHEAST FROM THE CENTERLINE OF U.S.
 LX3474'ROUTE 44 AND
 LX3474'1.13 METERS (3.7 FT) NORTHWEST FROM POWER POLE 2318.
 LX3474'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHWESTERLY
 LX3474'ALONG U.S. ROUTE 44 FOR 0.64 KM (0.40 MILE) TO THE STATION ON
 LX3474'THE RIGHT.
 LX3474'
 LX3474'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX3474'STAMPED---5737---,
 LX3474'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3474'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX3474'30.97 METERS (101.6 FT) NORTH FROM THE NORTHERLY END OF A STEEL
 LX3474'GUARD RAIL,
 LX3474'7.9 METERS (26 FT) WEST-NORTHWEST FROM THE PAINTED CENTERLINE OF
 LX3474'CONNECTICUT ROUTE 8 AND
 LX3474'0.70 METERS (2.3 FT) WEST-NORTHWEST FROM A THREE CABLE GUIDE RAIL.
 LX3474'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 LX3474'CONNECTICUT ROUTE 8 FOR 0.69 KM (0.43 MILE) TO THE STATION
 LX3474'ON THE RIGHT.
 LX3474'
 LX3474'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3474'
 LX3474'DESCRIBED BY S. MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2370 ***********************************************************************
 LX2370  DESIGNATION -  C 2343
 LX2370  PID         -  LX2370
 LX2370  STATE/COUNTY-  CT/FAIRFIELD
 LX2370  USGS QUAD   -  NEWTOWN (1984)
 LX2370
 LX2370                         *CURRENT SURVEY CONTROL
 LX2370  ___________________________________________________________________
 LX2370* NAD 83(1986)-  41 24 56.     (N)    073 16 58.     (W)     SCALED    
 LX2370* NAVD 88     -        85.216  (meters)     279.58   (feet)  ADJUSTED  
 LX2370  ___________________________________________________________________
 LX2370  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2370  DYNAMIC HT  -          85.188 (meters)     279.49  (feet)  COMP
 LX2370  MODELED GRAV-     980,296.2   (mgal)                       NAVD 88
 LX2370
 LX2370  VERT ORDER  -  FIRST     CLASS II
 LX2370
 LX2370.The horizontal coordinates were scaled from a topographic map and have
 LX2370.an estimated accuracy of +/- 6 seconds.
 LX2370
 LX2370.The orthometric height was determined by differential leveling
 LX2370.and adjusted by the National Geodetic Survey in June 1991..
 LX2370
 LX2370.The geoid height was determined by GEOID03.
 LX2370
 LX2370.The dynamic height is computed by dividing the NAVD 88
 LX2370.geopotential number by the normal gravity value computed on the
 LX2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2370.degrees latitude (g = 980.6199 gals.).
 LX2370
 LX2370.The modeled gravity was interpolated from observed gravity values.
 LX2370
 LX2370;                    North         East    Units  Estimated Accuracy
 LX2370;SPC CT       -   217,200.      260,260.      MT  (+/- 180 meters Scaled)
 LX2370
 LX2370                          SUPERSEDED SURVEY CONTROL
 LX2370
 LX2370.No superseded survey control is available for this station.
 LX2370
 LX2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL435863(NAD 83)
 LX2370_MARKER: DD = SURVEY DISK
 LX2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2370_SP_SET: CONCRETE POST
 LX2370_STAMPING: C 2343
 LX2370_MARK LOGO: CTDT  
 LX2370_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2370+STABILITY: SURFACE MOTION
 LX2370
 LX2370  HISTORY     - Date     Condition        Report By
 LX2370  HISTORY     - UNK      MONUMENTED       CTDT
 LX2370  HISTORY     - 1985     GOOD             NGS
 LX2370
 LX2370                          STATION DESCRIPTION
 LX2370
 LX2370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2370'IN SANDY HOOK.
 LX2370'IN SANDY HOOK, ALONG THE EAST BOUND LANES OF INTERSTATE 84, AT THE
 LX2370'WEST END OF THE BRIDGE OVER THE POOTATUCK RIVER, 0.6 KM (0.4 MI)
 LX2370'SOUTHEAST ALONG THE INTERSTATE FROM THE STATE HIGHWAY 6A OVERPASS,
 LX2370'LEADING TO SANDY HOOK AND NEWTOWN, 0.76 METER (2.5 FT) SOUTH OF THE
 LX2370'CURB OF THE HIGHWAY AND A STEEL GUARD RAIL, 2.19 METERS (7.2 FT) WEST
 LX2370'OF THE WEST END OF THE BRIDGE, 1.22 METERS (4.0 FT) NORTH-NORTHWEST OF
 LX2370'ALUMINUM HIGHWAY LAMP POST 350.
 LX2370'THE MARK IS 0.35 METERS  N FROM  A WITNESS POST
 LX2370'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1903 ***********************************************************************
 LX1903  DESIGNATION -  C 2416
 LX1903  PID         -  LX1903
 LX1903  STATE/COUNTY-  CT/FAIRFIELD
 LX1903  USGS QUAD   -  DANBURY (1984)
 LX1903
 LX1903                         *CURRENT SURVEY CONTROL
 LX1903  ___________________________________________________________________
 LX1903* NAD 83(1986)-  41 27 27.     (N)    073 23 48.     (W)     SCALED    
 LX1903* NAVD 88     -        85.484  (meters)     280.46   (feet)  ADJUSTED  
 LX1903  ___________________________________________________________________
 LX1903  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX1903  DYNAMIC HT  -          85.455 (meters)     280.36  (feet)  COMP
 LX1903  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX1903
 LX1903  VERT ORDER  -  FIRST     CLASS II
 LX1903
 LX1903.The horizontal coordinates were scaled from a topographic map and have
 LX1903.an estimated accuracy of +/- 6 seconds.
 LX1903
 LX1903.The orthometric height was determined by differential leveling
 LX1903.and adjusted by the National Geodetic Survey in June 1991..
 LX1903
 LX1903.The geoid height was determined by GEOID03.
 LX1903
 LX1903.The dynamic height is computed by dividing the NAVD 88
 LX1903.geopotential number by the normal gravity value computed on the
 LX1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1903.degrees latitude (g = 980.6199 gals.).
 LX1903
 LX1903.The modeled gravity was interpolated from observed gravity values.
 LX1903
 LX1903;                    North         East    Units  Estimated Accuracy
 LX1903;SPC CT       -   221,920.      250,770.      MT  (+/- 180 meters Scaled)
 LX1903
 LX1903                          SUPERSEDED SURVEY CONTROL
 LX1903
 LX1903.No superseded survey control is available for this station.
 LX1903
 LX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL339907(NAD 83)
 LX1903_MARKER: DD = SURVEY DISK
 LX1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1903_SP_SET: CONCRETE POST
 LX1903_STAMPING: C 2416
 LX1903_MARK LOGO: CTDT  
 LX1903_PROJECTION: PROJECTING 5 CENTIMETERS
 LX1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1903+STABILITY: SURFACE MOTION
 LX1903
 LX1903  HISTORY     - Date     Condition        Report By
 LX1903  HISTORY     - UNK      MONUMENTED       CTDT
 LX1903  HISTORY     - 1984     GOOD             NGS
 LX1903
 LX1903                          STATION DESCRIPTION
 LX1903
 LX1903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1903'3.0 KM (1.9 MI) SOUTH FROM BROOKFIELD.
 LX1903'3.0 KM (1.9 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1903'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, ON THE EAST SIDE OF
 LX1903'HIGHWAY RIGHT-OF-WAY OF THE NORTH BOUND LANE OF THE HIGHWAY, 0.2 KM
 LX1903'(0.15 MI) SOUTH OF THE STATE HIGHWAY 133 OVERPASS BRIDGE, 11.0 METERS
 LX1903'(36.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 LX1903'HIGHWAY, 7.92 METERS (26.0 FT) SOUTHWEST OF A 7.6 CM (3 IN) LOCUST
 LX1903'TREE.
 LX1903'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX1903'THE MARK IS 0.45 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1904 ***********************************************************************
 LX1904  DESIGNATION -  C 2417
 LX1904  PID         -  LX1904
 LX1904  STATE/COUNTY-  CT/FAIRFIELD
 LX1904  USGS QUAD   -  DANBURY (1984)
 LX1904
 LX1904                         *CURRENT SURVEY CONTROL
 LX1904  ___________________________________________________________________
 LX1904* NAD 83(1986)-  41 27 37.     (N)    073 23 53.     (W)     SCALED    
 LX1904* NAVD 88     -        92.436  (meters)     303.27   (feet)  ADJUSTED  
 LX1904  ___________________________________________________________________
 LX1904  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX1904  DYNAMIC HT  -          92.405 (meters)     303.17  (feet)  COMP
 LX1904  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 LX1904
 LX1904  VERT ORDER  -  FIRST     CLASS II
 LX1904
 LX1904.The horizontal coordinates were scaled from a topographic map and have
 LX1904.an estimated accuracy of +/- 6 seconds.
 LX1904
 LX1904.The orthometric height was determined by differential leveling
 LX1904.and adjusted by the National Geodetic Survey in June 1991..
 LX1904
 LX1904.The geoid height was determined by GEOID03.
 LX1904
 LX1904.The dynamic height is computed by dividing the NAVD 88
 LX1904.geopotential number by the normal gravity value computed on the
 LX1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1904.degrees latitude (g = 980.6199 gals.).
 LX1904
 LX1904.The modeled gravity was interpolated from observed gravity values.
 LX1904
 LX1904;                    North         East    Units  Estimated Accuracy
 LX1904;SPC CT       -   222,230.      250,660.      MT  (+/- 180 meters Scaled)
 LX1904
 LX1904                          SUPERSEDED SURVEY CONTROL
 LX1904
 LX1904.No superseded survey control is available for this station.
 LX1904
 LX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL337910(NAD 83)
 LX1904_MARKER: DD = SURVEY DISK
 LX1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1904_SP_SET: CONCRETE POST
 LX1904_STAMPING: C 2417
 LX1904_MARK LOGO: CTDT  
 LX1904_PROJECTION: PROJECTING 5 CENTIMETERS
 LX1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1904+STABILITY: SURFACE MOTION
 LX1904
 LX1904  HISTORY     - Date     Condition        Report By
 LX1904  HISTORY     - UNK      MONUMENTED       CTDT
 LX1904  HISTORY     - 1984     GOOD             NGS
 LX1904
 LX1904                          STATION DESCRIPTION
 LX1904
 LX1904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1904'2.7 KM (1.7 MI) SOUTH FROM BROOKFIELD.
 LX1904'2.7 KM (1.7 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1904'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, ON THE EAST SIDE OF
 LX1904'HIGHWAY RIGHT-OF-WAY OF THE NORTH BOUND LANE OF THE HIGHWAY, 29.87
 LX1904'METERS (98.0 FT) EAST OF THE NORTH BOUND LANE OF THE HIGHWAY, 2.13
 LX1904'METERS (7.0 FT) WEST OF THE WEST EDGE OF AN ASPHALT STORM DRAIN.
 LX1904'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX1904'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1905 ***********************************************************************
 LX1905  DESIGNATION -  C 2419
 LX1905  PID         -  LX1905
 LX1905  STATE/COUNTY-  CT/FAIRFIELD
 LX1905  USGS QUAD   -  DANBURY (1984)
 LX1905
 LX1905                         *CURRENT SURVEY CONTROL
 LX1905  ___________________________________________________________________
 LX1905* NAD 83(1986)-  41 27 46.     (N)    073 23 59.     (W)     SCALED    
 LX1905* NAVD 88     -        93.973  (meters)     308.31   (feet)  ADJUSTED  
 LX1905  ___________________________________________________________________
 LX1905  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX1905  DYNAMIC HT  -          93.941 (meters)     308.20  (feet)  COMP
 LX1905  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LX1905
 LX1905  VERT ORDER  -  FIRST     CLASS II
 LX1905
 LX1905.The horizontal coordinates were scaled from a topographic map and have
 LX1905.an estimated accuracy of +/- 6 seconds.
 LX1905
 LX1905.The orthometric height was determined by differential leveling
 LX1905.and adjusted by the National Geodetic Survey in June 1991..
 LX1905
 LX1905.The geoid height was determined by GEOID03.
 LX1905
 LX1905.The dynamic height is computed by dividing the NAVD 88
 LX1905.geopotential number by the normal gravity value computed on the
 LX1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1905.degrees latitude (g = 980.6199 gals.).
 LX1905
 LX1905.The modeled gravity was interpolated from observed gravity values.
 LX1905
 LX1905;                    North         East    Units  Estimated Accuracy
 LX1905;SPC CT       -   222,510.      250,520.      MT  (+/- 180 meters Scaled)
 LX1905
 LX1905                          SUPERSEDED SURVEY CONTROL
 LX1905
 LX1905.No superseded survey control is available for this station.
 LX1905
 LX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL336913(NAD 83)
 LX1905_MARKER: DD = SURVEY DISK
 LX1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1905_SP_SET: CONCRETE POST
 LX1905_STAMPING: C 2419
 LX1905_MARK LOGO: CTDT  
 LX1905_PROJECTION: PROJECTING 5 CENTIMETERS
 LX1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1905+STABILITY: SURFACE MOTION
 LX1905
 LX1905  HISTORY     - Date     Condition        Report By
 LX1905  HISTORY     - UNK      MONUMENTED       CTDT
 LX1905  HISTORY     - 1984     GOOD             NGS
 LX1905
 LX1905                          STATION DESCRIPTION
 LX1905
 LX1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1905'2.4 KM (1.5 MI) SOUTH FROM BROOKFIELD.
 LX1905'2.4 KM (1.5 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1905'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, ON THE EAST SIDE OF
 LX1905'HIGHWAY RIGHT-OF-WAY OF THE NORTH BOUND LANE OF THE HIGHWAY, 0.1 KM
 LX1905'(0.05 MI) NORTH OF A HIGHWAY SIGN (BROOKFIELD 1/2 MILE), 30.17 METERS
 LX1905'(99.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 LX1905'HIGHWAY, 4.87 METERS (16.0 FT) WEST OF THE WEST EDGE OF AN ASPHALT
 LX1905'STORM DRAIN.
 LX1905'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX1905'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1906 ***********************************************************************
 LX1906  DESIGNATION -  C 2420
 LX1906  PID         -  LX1906
 LX1906  STATE/COUNTY-  CT/FAIRFIELD
 LX1906  USGS QUAD   -  DANBURY (1984)
 LX1906
 LX1906                         *CURRENT SURVEY CONTROL
 LX1906  ___________________________________________________________________
 LX1906* NAD 83(1986)-  41 27 51.     (N)    073 24 03.     (W)     SCALED    
 LX1906* NAVD 88     -        90.617  (meters)     297.30   (feet)  ADJUSTED  
 LX1906  ___________________________________________________________________
 LX1906  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX1906  DYNAMIC HT  -          90.586 (meters)     297.20  (feet)  COMP
 LX1906  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LX1906
 LX1906  VERT ORDER  -  FIRST     CLASS II
 LX1906
 LX1906.The horizontal coordinates were scaled from a topographic map and have
 LX1906.an estimated accuracy of +/- 6 seconds.
 LX1906
 LX1906.The orthometric height was determined by differential leveling
 LX1906.and adjusted by the National Geodetic Survey in June 1991..
 LX1906
 LX1906.The geoid height was determined by GEOID03.
 LX1906
 LX1906.The dynamic height is computed by dividing the NAVD 88
 LX1906.geopotential number by the normal gravity value computed on the
 LX1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1906.degrees latitude (g = 980.6199 gals.).
 LX1906
 LX1906.The modeled gravity was interpolated from observed gravity values.
 LX1906
 LX1906;                    North         East    Units  Estimated Accuracy
 LX1906;SPC CT       -   222,660.      250,430.      MT  (+/- 180 meters Scaled)
 LX1906
 LX1906                          SUPERSEDED SURVEY CONTROL
 LX1906
 LX1906.No superseded survey control is available for this station.
 LX1906
 LX1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL335915(NAD 83)
 LX1906_MARKER: DD = SURVEY DISK
 LX1906_SETTING: 66 = SET IN ROCK OUTCROP
 LX1906_SP_SET: ROCK OUTCROP
 LX1906_STAMPING: C 2420
 LX1906_MARK LOGO: CTDT  
 LX1906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1906+STABILITY: POSITION/ELEVATION WELL
 LX1906
 LX1906  HISTORY     - Date     Condition        Report By
 LX1906  HISTORY     - UNK      MONUMENTED       CTDT
 LX1906  HISTORY     - 1984     GOOD             NGS
 LX1906
 LX1906                          STATION DESCRIPTION
 LX1906
 LX1906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1906'2.2 KM (1.14 MI) SOUTH FROM BROOKFIELD.
 LX1906'2.2 KM (1.4 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1906'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, IN TOP OF A ROCK CUT
 LX1906'ON THE EAST SIDE OF HIGHWAY RIGHT-OF-WAY OF THE NORTH BOUND LANE OF
 LX1906'THE HIGHWAY, 19.81 METERS (65.0 FT) EAST OF THE CENTERLINE OF THE
 LX1906'NORTH BOUND LANE OF THE HIGHWAY, 3.10 METERS (10.2 FT) SOUTHEAST OF A
 LX1906'PROMINENT POINT OF THE ROCK CUT.
 LX1906'THE MARK IS 3.04 METERS  W FROM A WITNESS POST.
 LX1906'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1907 ***********************************************************************
 LX1907  DESIGNATION -  C 2421
 LX1907  PID         -  LX1907
 LX1907  STATE/COUNTY-  CT/FAIRFIELD
 LX1907  USGS QUAD   -  DANBURY (1984)
 LX1907
 LX1907                         *CURRENT SURVEY CONTROL
 LX1907  ___________________________________________________________________
 LX1907* NAD 83(1986)-  41 28 01.     (N)    073 24 10.     (W)     SCALED    
 LX1907* NAVD 88     -        85.957  (meters)     282.01   (feet)  ADJUSTED  
 LX1907  ___________________________________________________________________
 LX1907  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX1907  DYNAMIC HT  -          85.928 (meters)     281.92  (feet)  COMP
 LX1907  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LX1907
 LX1907  VERT ORDER  -  FIRST     CLASS II
 LX1907
 LX1907.The horizontal coordinates were scaled from a topographic map and have
 LX1907.an estimated accuracy of +/- 6 seconds.
 LX1907
 LX1907.The orthometric height was determined by differential leveling
 LX1907.and adjusted by the National Geodetic Survey in June 1991..
 LX1907
 LX1907.The geoid height was determined by GEOID03.
 LX1907
 LX1907.The dynamic height is computed by dividing the NAVD 88
 LX1907.geopotential number by the normal gravity value computed on the
 LX1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1907.degrees latitude (g = 980.6199 gals.).
 LX1907
 LX1907.The modeled gravity was interpolated from observed gravity values.
 LX1907
 LX1907;                    North         East    Units  Estimated Accuracy
 LX1907;SPC CT       -   222,970.      250,270.      MT  (+/- 180 meters Scaled)
 LX1907
 LX1907                          SUPERSEDED SURVEY CONTROL
 LX1907
 LX1907.No superseded survey control is available for this station.
 LX1907
 LX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL333918(NAD 83)
 LX1907_MARKER: DD = SURVEY DISK
 LX1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1907_SP_SET: CONCRETE POST
 LX1907_STAMPING: C 2421
 LX1907_MARK LOGO: CTDT  
 LX1907_PROJECTION: RECESSED 5 CENTIMETERS
 LX1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1907+STABILITY: SURFACE MOTION
 LX1907
 LX1907  HISTORY     - Date     Condition        Report By
 LX1907  HISTORY     - UNK      MONUMENTED       CTDT
 LX1907  HISTORY     - 1984     GOOD             NGS
 LX1907
 LX1907                          STATION DESCRIPTION
 LX1907
 LX1907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1907'2.0 KM (1.25 MI) SOUTH FROM BROOKFIELD.
 LX1907'2.0 KM (1.25 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1907'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, ON THE EAST SIDE OF
 LX1907'HIGHWAY RIGHT-OF-WAY OF THE NORTH BOUND LANE OF THE HIGHWAY, 0.91
 LX1907'METER (3.0 FT) EAST OF THE EAST ASPHALT CURB OF THE NORTH BOUND LANE
 LX1907'OF THE HIGHWAY, 6.46 METERS (21.2 FT) NORTH-NORTHEAST OF THE NORTH END
 LX1907'OF THE NORTH BOUND HIGHWAY BRIDGE OVER THE STILL RIVER, 2.28 METERS
 LX1907'(7.5 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A CATCH BASIN.
 LX1907'THE MARK IS 0.37 METERS  W FROM A WITNESS POST.
 LX1907'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2373 ***********************************************************************
 LX2373  DESIGNATION -  C 2464
 LX2373  PID         -  LX2373
 LX2373  STATE/COUNTY-  CT/FAIRFIELD
 LX2373  USGS QUAD   -  NEWTOWN (1984)
 LX2373
 LX2373                         *CURRENT SURVEY CONTROL
 LX2373  ___________________________________________________________________
 LX2373* NAD 83(1986)-  41 25 09.     (N)    073 15 39.     (W)     SCALED    
 LX2373* NAVD 88     -        84.206  (meters)     276.27   (feet)  ADJUSTED  
 LX2373  ___________________________________________________________________
 LX2373  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX2373  DYNAMIC HT  -          84.179 (meters)     276.18  (feet)  COMP
 LX2373  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 LX2373
 LX2373  VERT ORDER  -  FIRST     CLASS II
 LX2373
 LX2373.The horizontal coordinates were scaled from a topographic map and have
 LX2373.an estimated accuracy of +/- 6 seconds.
 LX2373
 LX2373.The orthometric height was determined by differential leveling
 LX2373.and adjusted by the National Geodetic Survey in June 1991..
 LX2373
 LX2373.The geoid height was determined by GEOID03.
 LX2373
 LX2373.The dynamic height is computed by dividing the NAVD 88
 LX2373.geopotential number by the normal gravity value computed on the
 LX2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2373.degrees latitude (g = 980.6199 gals.).
 LX2373
 LX2373.The modeled gravity was interpolated from observed gravity values.
 LX2373
 LX2373;                    North         East    Units  Estimated Accuracy
 LX2373;SPC CT       -   217,590.      262,100.      MT  (+/- 180 meters Scaled)
 LX2373
 LX2373                          SUPERSEDED SURVEY CONTROL
 LX2373
 LX2373.No superseded survey control is available for this station.
 LX2373
 LX2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL453867(NAD 83)
 LX2373_MARKER: DD = SURVEY DISK
 LX2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2373_SP_SET: CONCRETE POST
 LX2373_STAMPING: C 2464
 LX2373_MARK LOGO: CTDT  
 LX2373_PROJECTION: RECESSED 5 CENTIMETERS
 LX2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2373+STABILITY: SURFACE MOTION
 LX2373
 LX2373  HISTORY     - Date     Condition        Report By
 LX2373  HISTORY     - UNK      MONUMENTED       CTDT
 LX2373  HISTORY     - 1985     GOOD             NGS
 LX2373
 LX2373                          STATION DESCRIPTION
 LX2373
 LX2373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2373'2.1 KM (1.3 MI) SE FROM SANDY HOOK.
 LX2373'2.1 KM (1.3 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2373'OF THE HIGHWAY BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE
 LX2373'MARK ON THE RIGHT, 0.6 KM (0.35 MI) NORTHEAST ALONG INTERSTATE 84 FROM
 LX2373'THE PHILO CURTIS ROAD OVERPASS, 0.82 METER (2.7 FT) SOUTH-SOUTHEAST OF
 LX2373'A STEEL CABLE GUARD RAIL, 2.04 METERS (6.7 FT) EAST OF HIGHWAY LAMP
 LX2373'POST 416.
 LX2373'THE MARK IS 0.37 METERS  NNW FROM  A WITNESS POST
 LX2373'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2374 ***********************************************************************
 LX2374  DESIGNATION -  C 2467
 LX2374  PID         -  LX2374
 LX2374  STATE/COUNTY-  CT/FAIRFIELD
 LX2374  USGS QUAD   -  NEWTOWN (1984)
 LX2374
 LX2374                         *CURRENT SURVEY CONTROL
 LX2374  ___________________________________________________________________
 LX2374* NAD 83(1986)-  41 25 27.     (N)    073 15 21.     (W)     SCALED    
 LX2374* NAVD 88     -        77.748  (meters)     255.08   (feet)  ADJUSTED  
 LX2374  ___________________________________________________________________
 LX2374  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX2374  DYNAMIC HT  -          77.723 (meters)     255.00  (feet)  COMP
 LX2374  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 LX2374
 LX2374  VERT ORDER  -  FIRST     CLASS II
 LX2374
 LX2374.The horizontal coordinates were scaled from a topographic map and have
 LX2374.an estimated accuracy of +/- 6 seconds.
 LX2374
 LX2374.The orthometric height was determined by differential leveling
 LX2374.and adjusted by the National Geodetic Survey in June 1991..
 LX2374
 LX2374.The geoid height was determined by GEOID03.
 LX2374
 LX2374.The dynamic height is computed by dividing the NAVD 88
 LX2374.geopotential number by the normal gravity value computed on the
 LX2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2374.degrees latitude (g = 980.6199 gals.).
 LX2374
 LX2374.The modeled gravity was interpolated from observed gravity values.
 LX2374
 LX2374;                    North         East    Units  Estimated Accuracy
 LX2374;SPC CT       -   218,140.      262,520.      MT  (+/- 180 meters Scaled)
 LX2374
 LX2374                          SUPERSEDED SURVEY CONTROL
 LX2374
 LX2374.No superseded survey control is available for this station.
 LX2374
 LX2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL457873(NAD 83)
 LX2374_MARKER: DD = SURVEY DISK
 LX2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2374_SP_SET: CONCRETE POST
 LX2374_STAMPING: C 2467
 LX2374_MARK LOGO: CTDT  
 LX2374_PROJECTION: RECESSED 3 CENTIMETERS
 LX2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2374+STABILITY: SURFACE MOTION
 LX2374
 LX2374  HISTORY     - Date     Condition        Report By
 LX2374  HISTORY     - UNK      MONUMENTED       CTDT
 LX2374  HISTORY     - 1985     GOOD             NGS
 LX2374
 LX2374                          STATION DESCRIPTION
 LX2374
 LX2374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2374'2.8 KM (1.75 MI) SE FROM SANDY HOOK.
 LX2374'2.8 KM (1.75 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2374'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2374'THE RIGHT, 1.3 KM (0.8 MI) NORTHEAST ALONG INTERSTATE 84 FROM THE
 LX2374'PHILO CURTIS ROAD OVERPASS, 1.10 METERS (3.6 FT) SOUTH-SOUTHEAST OF
 LX2374'THE SOUTHEAST EDGE OF THE HIGHWAY, 19.02 METERS (62.4 FT) SOUTHWEST OF
 LX2374'A HIGHWAY REFLECTOR.
 LX2374'THE MARK IS 0.46 METERS  NNW FROM  A WITNESS POST
 LX2374'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2375 ***********************************************************************
 LX2375  DESIGNATION -  C 2468
 LX2375  PID         -  LX2375
 LX2375  STATE/COUNTY-  CT/FAIRFIELD
 LX2375  USGS QUAD   -  NEWTOWN (1984)
 LX2375
 LX2375                         *CURRENT SURVEY CONTROL
 LX2375  ___________________________________________________________________
 LX2375* NAD 83(1986)-  41 25 31.     (N)    073 15 16.     (W)     SCALED    
 LX2375* NAVD 88     -        76.970  (meters)     252.53   (feet)  ADJUSTED  
 LX2375  ___________________________________________________________________
 LX2375  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2375  DYNAMIC HT  -          76.945 (meters)     252.44  (feet)  COMP
 LX2375  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 LX2375
 LX2375  VERT ORDER  -  FIRST     CLASS II
 LX2375
 LX2375.The horizontal coordinates were scaled from a topographic map and have
 LX2375.an estimated accuracy of +/- 6 seconds.
 LX2375
 LX2375.The orthometric height was determined by differential leveling
 LX2375.and adjusted by the National Geodetic Survey in June 1991..
 LX2375
 LX2375.The geoid height was determined by GEOID03.
 LX2375
 LX2375.The dynamic height is computed by dividing the NAVD 88
 LX2375.geopotential number by the normal gravity value computed on the
 LX2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2375.degrees latitude (g = 980.6199 gals.).
 LX2375
 LX2375.The modeled gravity was interpolated from observed gravity values.
 LX2375
 LX2375;                    North         East    Units  Estimated Accuracy
 LX2375;SPC CT       -   218,260.      262,630.      MT  (+/- 180 meters Scaled)
 LX2375
 LX2375                          SUPERSEDED SURVEY CONTROL
 LX2375
 LX2375.No superseded survey control is available for this station.
 LX2375
 LX2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL458874(NAD 83)
 LX2375_MARKER: DD = SURVEY DISK
 LX2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2375_SP_SET: CONCRETE POST
 LX2375_STAMPING: C 2468
 LX2375_MARK LOGO: CTDT  
 LX2375_PROJECTION: RECESSED 3 CENTIMETERS
 LX2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2375+STABILITY: SURFACE MOTION
 LX2375
 LX2375  HISTORY     - Date     Condition        Report By
 LX2375  HISTORY     - UNK      MONUMENTED       CTDT
 LX2375  HISTORY     - 1985     GOOD             NGS
 LX2375
 LX2375                          STATION DESCRIPTION
 LX2375
 LX2375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2375'3.0 KM (1.85 MI) SE FROM SANDY HOOK.
 LX2375'3.0 KM (1.85 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2375'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2375'THE RIGHT, 1.4 KM (0.9 MI) NORTHEAST ALONG INTERSTATE 84 FROM THE
 LX2375'PHILO CURTIS ROAD OVERPASS, 0.64 METER (2.1 FT) SOUTH-SOUTHEAST OF A
 LX2375'STEEL CABLE GUARD RAIL, 21.33 METERS (70.0 FT) SOUTHWEST OF A HIGHWAY
 LX2375'REFLECTOR.
 LX2375'THE MARK IS 0.33 METERS  NNW FROM  A WITNESS POST
 LX2375'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2376 ***********************************************************************
 LX2376  DESIGNATION -  C 2473
 LX2376  PID         -  LX2376
 LX2376  STATE/COUNTY-  CT/FAIRFIELD
 LX2376  USGS QUAD   -  SOUTHBURY (1984)
 LX2376
 LX2376                         *CURRENT SURVEY CONTROL
 LX2376  ___________________________________________________________________
 LX2376* NAD 83(1986)-  41 25 55.     (N)    073 14 52.     (W)     SCALED    
 LX2376* NAVD 88     -        56.856  (meters)     186.54   (feet)  ADJUSTED  
 LX2376  ___________________________________________________________________
 LX2376  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2376  DYNAMIC HT  -          56.838 (meters)     186.48  (feet)  COMP
 LX2376  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LX2376
 LX2376  VERT ORDER  -  FIRST     CLASS II
 LX2376
 LX2376.The horizontal coordinates were scaled from a topographic map and have
 LX2376.an estimated accuracy of +/- 6 seconds.
 LX2376
 LX2376.The orthometric height was determined by differential leveling
 LX2376.and adjusted by the National Geodetic Survey in June 1991..
 LX2376
 LX2376.The geoid height was determined by GEOID03.
 LX2376
 LX2376.The dynamic height is computed by dividing the NAVD 88
 LX2376.geopotential number by the normal gravity value computed on the
 LX2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2376.degrees latitude (g = 980.6199 gals.).
 LX2376
 LX2376.The modeled gravity was interpolated from observed gravity values.
 LX2376
 LX2376;                    North         East    Units  Estimated Accuracy
 LX2376;SPC CT       -   219,000.      263,200.      MT  (+/- 180 meters Scaled)
 LX2376
 LX2376                          SUPERSEDED SURVEY CONTROL
 LX2376
 LX2376.No superseded survey control is available for this station.
 LX2376
 LX2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL464881(NAD 83)
 LX2376_MARKER: DD = SURVEY DISK
 LX2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2376_SP_SET: CONCRETE POST
 LX2376_STAMPING: C 2473
 LX2376_MARK LOGO: CTDT  
 LX2376_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2376+STABILITY: SURFACE MOTION
 LX2376
 LX2376  HISTORY     - Date     Condition        Report By
 LX2376  HISTORY     - UNK      MONUMENTED       CTDT
 LX2376  HISTORY     - 1985     GOOD             NGS
 LX2376
 LX2376                          STATION DESCRIPTION
 LX2376
 LX2376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2376'3.9 KM (2.45 MI) SE FROM SANDY HOOK.
 LX2376'3.9 KM (2.45 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2376'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2376'THE RIGHT, 0.8 KM (0.5 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE NEW
 LX2376'HAVEN COUNTY LINE IN THE MIDDLE OF THE HOUSATONIC RIVER, 1.37 METERS
 LX2376'(4.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 1.13
 LX2376'METERS (3.7 FT) SOUTH-SOUTHEAST OF A STEEL GUARD RAIL, 9.14 METERS
 LX2376'(30.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A BRIDGE.
 LX2376'THE MARK IS 0.34 METERS  NNW FROM  A WITNESS POST
 LX2376'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2377 ***********************************************************************
 LX2377  DESIGNATION -  C 2476
 LX2377  PID         -  LX2377
 LX2377  STATE/COUNTY-  CT/FAIRFIELD
 LX2377  USGS QUAD   -  SOUTHBURY (1984)
 LX2377
 LX2377                         *CURRENT SURVEY CONTROL
 LX2377  ___________________________________________________________________
 LX2377* NAD 83(1986)-  41 26 03.     (N)    073 14 48.     (W)     SCALED    
 LX2377* NAVD 88     -        49.247  (meters)     161.57   (feet)  ADJUSTED  
 LX2377  ___________________________________________________________________
 LX2377  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2377  DYNAMIC HT  -          49.231 (meters)     161.52  (feet)  COMP
 LX2377  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 LX2377
 LX2377  VERT ORDER  -  FIRST     CLASS II
 LX2377
 LX2377.The horizontal coordinates were scaled from a topographic map and have
 LX2377.an estimated accuracy of +/- 6 seconds.
 LX2377
 LX2377.The orthometric height was determined by differential leveling
 LX2377.and adjusted by the National Geodetic Survey in June 1991..
 LX2377
 LX2377.The geoid height was determined by GEOID03.
 LX2377
 LX2377.The dynamic height is computed by dividing the NAVD 88
 LX2377.geopotential number by the normal gravity value computed on the
 LX2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2377.degrees latitude (g = 980.6199 gals.).
 LX2377
 LX2377.The modeled gravity was interpolated from observed gravity values.
 LX2377
 LX2377;                    North         East    Units  Estimated Accuracy
 LX2377;SPC CT       -   219,250.      263,290.      MT  (+/- 180 meters Scaled)
 LX2377
 LX2377                          SUPERSEDED SURVEY CONTROL
 LX2377
 LX2377.No superseded survey control is available for this station.
 LX2377
 LX2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL464884(NAD 83)
 LX2377_MARKER: DD = SURVEY DISK
 LX2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2377_SP_SET: CONCRETE POST
 LX2377_STAMPING: C 2476
 LX2377_MARK LOGO: CTDT  
 LX2377_PROJECTION: FLUSH
 LX2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2377+STABILITY: SURFACE MOTION
 LX2377
 LX2377  HISTORY     - Date     Condition        Report By
 LX2377  HISTORY     - UNK      MONUMENTED       CTDT
 LX2377  HISTORY     - 1985     GOOD             NGS
 LX2377
 LX2377                          STATION DESCRIPTION
 LX2377
 LX2377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2377'4.2 KM (2.6 MI) SE FROM SANDY HOOK.
 LX2377'4.2 KM (2.6 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2377'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2377'THE RIGHT, 0.6 KM (0.35 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE NEW
 LX2377'HAVEN COUNTY LINE IN THE MIDDLE OF THE HOUSATONIC RIVER, 0.85 METER
 LX2377'(2.8 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY AND A
 LX2377'STEEL GUARD RAIL, 5.12 METERS (16.8 FT) SOUTHWEST OF A CHAIN LINK
 LX2377'FENCE, 4.39 METERS (14.4 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 LX2377'BRIDGE.
 LX2377'THE MARK IS 0.70 METERS  NNW FROM  A WITNESS POST
 LX2377'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2378 ***********************************************************************
 LX2378  DESIGNATION -  C 2480
 LX2378  PID         -  LX2378
 LX2378  STATE/COUNTY-  CT/FAIRFIELD
 LX2378  USGS QUAD   -  SOUTHBURY (1984)
 LX2378
 LX2378                         *CURRENT SURVEY CONTROL
 LX2378  ___________________________________________________________________
 LX2378* NAD 83(1986)-  41 26 17.     (N)    073 14 47.     (W)     SCALED    
 LX2378* NAVD 88     -        41.858  (meters)     137.33   (feet)  ADJUSTED  
 LX2378  ___________________________________________________________________
 LX2378  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2378  DYNAMIC HT  -          41.845 (meters)     137.29  (feet)  COMP
 LX2378  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 LX2378
 LX2378  VERT ORDER  -  FIRST     CLASS II
 LX2378
 LX2378.The horizontal coordinates were scaled from a topographic map and have
 LX2378.an estimated accuracy of +/- 6 seconds.
 LX2378
 LX2378.The orthometric height was determined by differential leveling
 LX2378.and adjusted by the National Geodetic Survey in June 1991..
 LX2378
 LX2378.The geoid height was determined by GEOID03.
 LX2378
 LX2378.The dynamic height is computed by dividing the NAVD 88
 LX2378.geopotential number by the normal gravity value computed on the
 LX2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2378.degrees latitude (g = 980.6199 gals.).
 LX2378
 LX2378.The modeled gravity was interpolated from observed gravity values.
 LX2378
 LX2378;                    North         East    Units  Estimated Accuracy
 LX2378;SPC CT       -   219,680.      263,320.      MT  (+/- 180 meters Scaled)
 LX2378
 LX2378                          SUPERSEDED SURVEY CONTROL
 LX2378
 LX2378.No superseded survey control is available for this station.
 LX2378
 LX2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL465888(NAD 83)
 LX2378_MARKER: DD = SURVEY DISK
 LX2378_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2378_SP_SET: SIDEWALK
 LX2378_STAMPING: C 2480
 LX2378_MARK LOGO: CTDT  
 LX2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2378
 LX2378  HISTORY     - Date     Condition        Report By
 LX2378  HISTORY     - UNK      MONUMENTED       CTDT
 LX2378  HISTORY     - 1985     GOOD             NGS
 LX2378
 LX2378                          STATION DESCRIPTION
 LX2378
 LX2378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2378'4.7 KM (2.9 MI) SE FROM SANDY HOOK.
 LX2378'4.7 KM (2.9 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2378'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2378'THE RIGHT, AT THE SOUTHEAST END OF A SECURITY FENDE ON THE GUARD RAIL
 LX2378'FOR A BRIDGE OVER THE HOUSATONIC RIVER, 0.1 KM (0.05 MI) SOUTHWEST
 LX2378'ALONG INTERSTATE 84 FROM THE NEW HAVEN COUNTY LINE IN THE MIDDLE OF
 LX2378'THE HOUSATONIC RIVER, 0.53 METER (1.75 MI) SOUTHEAST OF A CONCRETE
 LX2378'FOUNDATION FOR A HAND RAIL ON THE BRIDGE, 0.91 METER (3.0 FT)
 LX2378'SOUTHWEST OF THE SECURITY FENCE AND BRIDGE ABUTMENT.
 LX2378'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2379 ***********************************************************************
 LX2379  DESIGNATION -  C 2481
 LX2379  PID         -  LX2379
 LX2379  STATE/COUNTY-  CT/NEW HAVEN
 LX2379  USGS QUAD   -  SOUTHBURY (1984)
 LX2379
 LX2379                         *CURRENT SURVEY CONTROL
 LX2379  ___________________________________________________________________
 LX2379* NAD 83(1986)-  41 26 25.     (N)    073 14 51.     (W)     SCALED    
 LX2379* NAVD 88     -        41.530  (meters)     136.25   (feet)  ADJUSTED  
 LX2379  ___________________________________________________________________
 LX2379  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2379  DYNAMIC HT  -          41.516 (meters)     136.21  (feet)  COMP
 LX2379  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 LX2379
 LX2379  VERT ORDER  -  FIRST     CLASS II
 LX2379
 LX2379.The horizontal coordinates were scaled from a topographic map and have
 LX2379.an estimated accuracy of +/- 6 seconds.
 LX2379
 LX2379.The orthometric height was determined by differential leveling
 LX2379.and adjusted by the National Geodetic Survey in June 1991..
 LX2379
 LX2379.The geoid height was determined by GEOID03.
 LX2379
 LX2379.The dynamic height is computed by dividing the NAVD 88
 LX2379.geopotential number by the normal gravity value computed on the
 LX2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2379.degrees latitude (g = 980.6199 gals.).
 LX2379
 LX2379.The modeled gravity was interpolated from observed gravity values.
 LX2379
 LX2379;                    North         East    Units  Estimated Accuracy
 LX2379;SPC CT       -   219,930.      263,220.      MT  (+/- 180 meters Scaled)
 LX2379
 LX2379                          SUPERSEDED SURVEY CONTROL
 LX2379
 LX2379.No superseded survey control is available for this station.
 LX2379
 LX2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL464891(NAD 83)
 LX2379_MARKER: DD = SURVEY DISK
 LX2379_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX2379_SP_SET: SIDEWALK
 LX2379_STAMPING: C 2481
 LX2379_MARK LOGO: CTDT  
 LX2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX2379
 LX2379  HISTORY     - Date     Condition        Report By
 LX2379  HISTORY     - UNK      MONUMENTED       CTDT
 LX2379  HISTORY     - 1985     GOOD             NGS
 LX2379
 LX2379                          STATION DESCRIPTION
 LX2379
 LX2379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2379'4.9 KM (3.05 MI) SE FROM SANDY HOOK.
 LX2379'4.9 KM (3.05 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2379'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2379'THE RIGHT, AT THE NORTHEAST END OF THE BRIDGE OVER THE HOUSATONIC
 LX2379'RIVER, 0.1 KM (0.05 MI) NORTHWEST OF THE FAIRFIELD COUNTY LINE IN THE
 LX2379'MIDDLE OF THE HOUSATONIC RIVER, 0.73 METER (2.4 FT) NORTH-NORTHWEST OF
 LX2379'A CONCRETE FOUNDATION FOR A HAND RAIL ON THE BRIDGE, 0.88 METER (2.9
 LX2379'FT) SOUTH OF THE SOUTHEAST BRIDGE ABUTMENT AND SECURITY FENCE.
 LX2379'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2380 ***********************************************************************
 LX2380  DESIGNATION -  C 2485
 LX2380  PID         -  LX2380
 LX2380  STATE/COUNTY-  CT/NEW HAVEN
 LX2380  USGS QUAD   -  SOUTHBURY (1984)
 LX2380
 LX2380                         *CURRENT SURVEY CONTROL
 LX2380  ___________________________________________________________________
 LX2380* NAD 83(1986)-  41 26 31.     (N)    073 14 55.     (W)     SCALED    
 LX2380* NAVD 88     -        46.902  (meters)     153.88   (feet)  ADJUSTED  
 LX2380  ___________________________________________________________________
 LX2380  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2380  DYNAMIC HT  -          46.887 (meters)     153.83  (feet)  COMP
 LX2380  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 LX2380
 LX2380  VERT ORDER  -  FIRST     CLASS II
 LX2380
 LX2380.The horizontal coordinates were scaled from a topographic map and have
 LX2380.an estimated accuracy of +/- 6 seconds.
 LX2380
 LX2380.The orthometric height was determined by differential leveling
 LX2380.and adjusted by the National Geodetic Survey in June 1991..
 LX2380
 LX2380.The geoid height was determined by GEOID03.
 LX2380
 LX2380.The dynamic height is computed by dividing the NAVD 88
 LX2380.geopotential number by the normal gravity value computed on the
 LX2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2380.degrees latitude (g = 980.6199 gals.).
 LX2380
 LX2380.The modeled gravity was interpolated from observed gravity values.
 LX2380
 LX2380;                    North         East    Units  Estimated Accuracy
 LX2380;SPC CT       -   220,110.      263,130.      MT  (+/- 180 meters Scaled)
 LX2380
 LX2380                          SUPERSEDED SURVEY CONTROL
 LX2380
 LX2380.No superseded survey control is available for this station.
 LX2380
 LX2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL463892(NAD 83)
 LX2380_MARKER: DD = SURVEY DISK
 LX2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2380_SP_SET: CONCRETE POST
 LX2380_STAMPING: C 2485
 LX2380_MARK LOGO: CTDT  
 LX2380_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2380+STABILITY: SURFACE MOTION
 LX2380
 LX2380  HISTORY     - Date     Condition        Report By
 LX2380  HISTORY     - UNK      MONUMENTED       CTDT
 LX2380  HISTORY     - 1985     GOOD             NGS
 LX2380
 LX2380                          STATION DESCRIPTION
 LX2380
 LX2380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2380'5.1 KM (3.2 MI) SE FROM SANDY HOOK.
 LX2380'5.1 KM (3.2 MI) SOUTHEAST ALONG INTERSTATE 84 FROM THE SOUTHEAST END
 LX2380'OF THE BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON
 LX2380'THE RIGHT, AT THE ENDTRANCE RAMP TO EXIT 13, ALSO 9.0 KM (5.6 MI)
 LX2380'SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD OVERPASS IN
 LX2380'SOUTHBURY, 0.55 METERS (1.8 FT) EAST OF THE EAST EDGE OF THE HIGHWAY.
 LX2380'THE MARK IS 2.36 METERS  W FROM  A WITNESS POST
 LX2380'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2383 ***********************************************************************
 LX2383  DESIGNATION -  C 2487
 LX2383  PID         -  LX2383
 LX2383  STATE/COUNTY-  CT/NEW HAVEN
 LX2383  USGS QUAD   -  SOUTHBURY (1984)
 LX2383
 LX2383                         *CURRENT SURVEY CONTROL
 LX2383  ___________________________________________________________________
 LX2383* NAD 83(1986)-  41 26 32.     (N)    073 14 52.     (W)     SCALED    
 LX2383* NAVD 88     -        55.387  (meters)     181.72   (feet)  ADJUSTED  
 LX2383  ___________________________________________________________________
 LX2383  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2383  DYNAMIC HT  -          55.370 (meters)     181.66  (feet)  COMP
 LX2383  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 LX2383
 LX2383  VERT ORDER  -  FIRST     CLASS II
 LX2383
 LX2383.The horizontal coordinates were scaled from a topographic map and have
 LX2383.an estimated accuracy of +/- 6 seconds.
 LX2383
 LX2383.The orthometric height was determined by differential leveling
 LX2383.and adjusted by the National Geodetic Survey in June 1991..
 LX2383
 LX2383.The geoid height was determined by GEOID03.
 LX2383
 LX2383.The dynamic height is computed by dividing the NAVD 88
 LX2383.geopotential number by the normal gravity value computed on the
 LX2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2383.degrees latitude (g = 980.6199 gals.).
 LX2383
 LX2383.The modeled gravity was interpolated from observed gravity values.
 LX2383
 LX2383;                    North         East    Units  Estimated Accuracy
 LX2383;SPC CT       -   220,140.      263,200.      MT  (+/- 180 meters Scaled)
 LX2383
 LX2383                          SUPERSEDED SURVEY CONTROL
 LX2383
 LX2383.No superseded survey control is available for this station.
 LX2383
 LX2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL463893(NAD 83)
 LX2383_MARKER: DD = SURVEY DISK
 LX2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2383_SP_SET: CONCRETE POST
 LX2383_STAMPING: C 2487
 LX2383_MARK LOGO: CTDT  
 LX2383_PROJECTION: FLUSH
 LX2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2383+STABILITY: SURFACE MOTION
 LX2383
 LX2383  HISTORY     - Date     Condition        Report By
 LX2383  HISTORY     - UNK      MONUMENTED       CTDT
 LX2383  HISTORY     - 1985     GOOD             NGS
 LX2383
 LX2383                          STATION DESCRIPTION
 LX2383
 LX2383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2383'9.0 KM (5.6 MI) SW FROM SOUTHBURY.
 LX2383'9.0 KM (5.6 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD
 LX2383'OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, 0.4 KM (0.25 MI) EAST
 LX2383'ALONG EXIT 13 RAMP FROM THE INTERSTATE 84 EAST BOUND, THENCE 0.1 KM
 LX2383'(0.05 MI) SOUTH ALONG FISH ROCK ROAD TO THE MARK ON THE RIGHT,
 LX2383'6.16 METERS (20.2 FT) WEST OF THE CENTERLINE OF FISH ROCK ROAD,
 LX2383'13.87 METERS (45.5 FT) NORTHWEST AND ACROSS THE ROAD FROM UTILITY POLE
 LX2383'584 WITH A TRANSFORMER, 0.43 METER (1.4 FT) WEST OF THE WEST CURB OF
 LX2383'THE ROAD.
 LX2383'THE MARK IS 0.28 METERS  E FROM  A WITNESS POST
 LX2383'THE MARK IS 0.18 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2384 ***********************************************************************
 LX2384  DESIGNATION -  C 2489
 LX2384  PID         -  LX2384
 LX2384  STATE/COUNTY-  CT/NEW HAVEN
 LX2384  USGS QUAD   -  SOUTHBURY (1984)
 LX2384
 LX2384                         *CURRENT SURVEY CONTROL
 LX2384  ___________________________________________________________________
 LX2384* NAD 83(1986)-  41 26 50.     (N)    073 14 56.     (W)     SCALED    
 LX2384* NAVD 88     -        60.730  (meters)     199.25   (feet)  ADJUSTED  
 LX2384  ___________________________________________________________________
 LX2384  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2384  DYNAMIC HT  -          60.711 (meters)     199.18  (feet)  COMP
 LX2384  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX2384
 LX2384  VERT ORDER  -  FIRST     CLASS II
 LX2384
 LX2384.The horizontal coordinates were scaled from a topographic map and have
 LX2384.an estimated accuracy of +/- 6 seconds.
 LX2384
 LX2384.The orthometric height was determined by differential leveling
 LX2384.and adjusted by the National Geodetic Survey in June 1991..
 LX2384
 LX2384.The geoid height was determined by GEOID03.
 LX2384
 LX2384.The dynamic height is computed by dividing the NAVD 88
 LX2384.geopotential number by the normal gravity value computed on the
 LX2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2384.degrees latitude (g = 980.6199 gals.).
 LX2384
 LX2384.The modeled gravity was interpolated from observed gravity values.
 LX2384
 LX2384;                    North         East    Units  Estimated Accuracy
 LX2384;SPC CT       -   220,700.      263,110.      MT  (+/- 180 meters Scaled)
 LX2384
 LX2384                          SUPERSEDED SURVEY CONTROL
 LX2384
 LX2384.No superseded survey control is available for this station.
 LX2384
 LX2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL462898(NAD 83)
 LX2384_MARKER: DD = SURVEY DISK
 LX2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2384_SP_SET: CONCRETE POST
 LX2384_STAMPING: C 2489
 LX2384_MARK LOGO: CTDT  
 LX2384_PROJECTION: RECESSED 5 CENTIMETERS
 LX2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2384+STABILITY: SURFACE MOTION
 LX2384
 LX2384  HISTORY     - Date     Condition        Report By
 LX2384  HISTORY     - UNK      MONUMENTED       CTDT
 LX2384  HISTORY     - 1985     GOOD             NGS
 LX2384
 LX2384                          STATION DESCRIPTION
 LX2384
 LX2384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2384'8.4 KM (5.2 MI) SW FROM SOUTHBURY.
 LX2384'8.4 KM (5.25 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL
 LX2384'ROAD OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, 0.3 KM (0.2 MI)
 LX2384'SOUTHWEST OF THE ICHABUT ROAD OVERPASS, 0.70 METER (2.3 FT) SOUTHEAST
 LX2384'OF THE SOUTHEAST EDGE OF THE HIGHWAY.
 LX2384'THE MARK IS 0.70 METERS  NW FROM  A WITNESS POST
 LX2384'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2387 ***********************************************************************
 LX2387  DESIGNATION -  C 2491
 LX2387  PID         -  LX2387
 LX2387  STATE/COUNTY-  CT/NEW HAVEN
 LX2387  USGS QUAD   -  SOUTHBURY (1984)
 LX2387
 LX2387                         *CURRENT SURVEY CONTROL
 LX2387  ___________________________________________________________________
 LX2387* NAD 83(1986)-  41 26 56.     (N)    073 14 57.     (W)     SCALED    
 LX2387* NAVD 88     -        65.536  (meters)     215.01   (feet)  ADJUSTED  
 LX2387  ___________________________________________________________________
 LX2387  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2387  DYNAMIC HT  -          65.515 (meters)     214.94  (feet)  COMP
 LX2387  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX2387
 LX2387  VERT ORDER  -  FIRST     CLASS II
 LX2387
 LX2387.The horizontal coordinates were scaled from a topographic map and have
 LX2387.an estimated accuracy of +/- 6 seconds.
 LX2387
 LX2387.The orthometric height was determined by differential leveling
 LX2387.and adjusted by the National Geodetic Survey in June 1991..
 LX2387
 LX2387.The geoid height was determined by GEOID03.
 LX2387
 LX2387.The dynamic height is computed by dividing the NAVD 88
 LX2387.geopotential number by the normal gravity value computed on the
 LX2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2387.degrees latitude (g = 980.6199 gals.).
 LX2387
 LX2387.The modeled gravity was interpolated from observed gravity values.
 LX2387
 LX2387;                    North         East    Units  Estimated Accuracy
 LX2387;SPC CT       -   220,880.      263,090.      MT  (+/- 180 meters Scaled)
 LX2387
 LX2387                          SUPERSEDED SURVEY CONTROL
 LX2387
 LX2387.No superseded survey control is available for this station.
 LX2387
 LX2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL462900(NAD 83)
 LX2387_MARKER: DD = SURVEY DISK
 LX2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2387_SP_SET: CONCRETE POST
 LX2387_STAMPING: C 2491
 LX2387_MARK LOGO: CTDT  
 LX2387_PROJECTION: FLUSH
 LX2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2387+STABILITY: SURFACE MOTION
 LX2387
 LX2387  HISTORY     - Date     Condition        Report By
 LX2387  HISTORY     - UNK      MONUMENTED       CTDT
 LX2387  HISTORY     - 1985     GOOD             NGS
 LX2387
 LX2387                          STATION DESCRIPTION
 LX2387
 LX2387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2387'8.4 KM (5.2 MI) SW FROM SOUTHBURY.
 LX2387'8.4 KM (5.2 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD
 LX2387'OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTH
 LX2387'ALONG INTERSTATE 84 FROM THE ICHABUT ROAD OVERPASS, 1.04 METERS (3.4
 LX2387'FT) NORTHWEST OF THE EDGE OF THE HIGHWAY, 6.70 METERS (22.0 FT)
 LX2387'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CATCH BASIN, 5.79 METERS
 LX2387'(19.0 FT) SOUTHEAST OF A ROCK LEDGE, 1.74 METERS (5.7 FT)
 LX2387'NORTH-NORTHEAST OF A HIGHWAY REFLECTOR.
 LX2387'THE MARK IS 0.33 METERS  SE FROM  A WITNESS POST
 LX2387'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2382 ***********************************************************************
 LX2382  DESIGNATION -  C 2493
 LX2382  PID         -  LX2382
 LX2382  STATE/COUNTY-  CT/NEW HAVEN
 LX2382  USGS QUAD   -  NEWTOWN (1984)
 LX2382
 LX2382                         *CURRENT SURVEY CONTROL
 LX2382  ___________________________________________________________________
 LX2382* NAD 83(1996)-  41 26 44.46830(N)    073 15 01.95912(W)     ADJUSTED  
 LX2382* NAVD 88     -        67.344  (meters)     220.94   (feet)  ADJUSTED  
 LX2382  ___________________________________________________________________
 LX2382  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 LX2382  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2382  DYNAMIC HT  -          67.323 (meters)     220.88  (feet)  COMP
 LX2382  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX2382
 LX2382  HORZ ORDER  -  SECOND
 LX2382  VERT ORDER  -  FIRST     CLASS II
 LX2382
 LX2382.The horizontal coordinates were established by classical geodetic methods
 LX2382.and adjusted by the National Geodetic Survey in August 1998..
 LX2382
 LX2382.The orthometric height was determined by differential leveling
 LX2382.and adjusted by the National Geodetic Survey in June 1991..
 LX2382
 LX2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2382
 LX2382.The geoid height was determined by GEOID03.
 LX2382
 LX2382.The dynamic height is computed by dividing the NAVD 88
 LX2382.geopotential number by the normal gravity value computed on the
 LX2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2382.degrees latitude (g = 980.6199 gals.).
 LX2382
 LX2382.The modeled gravity was interpolated from observed gravity values.
 LX2382
 LX2382;                    North         East     Units Scale Factor Converg.
 LX2382;SPC CT       -   220,527.993   262,973.076   MT  0.99998431   -0 19 54.8
 LX2382;SPC CT       -   723,515.59    862,770.83   sFT  0.99998431   -0 19 54.8
 LX2382;UTM  18      - 4,589,711.342   646,139.216   MT  0.99986283   +1 09 29.5
 LX2382
 LX2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2382!SPC CT       -   0.99999406  x   0.99998431  =   0.99997838
 LX2382!UTM  18      -   0.99999406  x   0.99986283  =   0.99985690
 LX2382
 LX2382:                Primary Azimuth Mark                     Grid Az
 LX2382:SPC CT       -  C 1089                                   017 52 17.7
 LX2382:UTM  18      -  C 1089                                   016 22 53.4
 LX2382
 LX2382|---------------------------------------------------------------------|
 LX2382| PID    Reference Object                     Distance      Geod. Az  |
 LX2382|                                                           dddmmss.s |
 LX2382| CR9091 C 1089                                             0173222.9 |
 LX2382| LX2383 C 2487                                             1095049.5 |
 LX2382| CR9098 C 2496                                             1704226.0 |
 LX2382| CR9095 C 2493 RM 1                          21.396 METERS 18815     |
 LX2382| CR9096 C 2493 RM 2                           8.735 METERS 23313     |
 LX2382| CR9097 C 2493 RM 3                           6.831 METERS 31604     |
 LX2382|---------------------------------------------------------------------|
 LX2382
 LX2382                          SUPERSEDED SURVEY CONTROL
 LX2382
 LX2382  NAD 83(1992)-  41 26 44.46741(N)    073 15 01.95888(W) AD(       ) 2
 LX2382  NAD 83(1986)-  41 26 44.46928(N)    073 15 01.96102(W) AD(       ) 2
 LX2382  NAD 83(1986)-  41 26 44.46842(N)    073 15 01.96014(W) AD(       ) 2
 LX2382  NGVD 29 (10/23/89)   67.     (m)          220.     (f) VERT ANG       
 LX2382
 LX2382.Superseded values are not recommended for survey control.
 LX2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2382.See file dsdata.txt to determine how the superseded data were derived.
 LX2382
 LX2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4613989711(NAD 83)
 LX2382_MARKER: DD = SURVEY DISK
 LX2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2382_SP_SET: CONCRETE POST
 LX2382_STAMPING: C 2493
 LX2382_MARK LOGO: CTDT  
 LX2382_PROJECTION: PROJECTING 5 CENTIMETERS
 LX2382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2382+STABILITY: SURFACE MOTION
 LX2382
 LX2382  HISTORY     - Date     Condition        Report By
 LX2382  HISTORY     - 1983     MONUMENTED       CTGS
 LX2382  HISTORY     - 1985     GOOD             NGS
 LX2382
 LX2382                          STATION DESCRIPTION
 LX2382
 LX2382'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1983 (AJK)
 LX2382'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTH OF BOTSFORD,
 LX2382'8.5 KM (5.25 MI) WEST NORTHWEST OF QUAKER FARMS AND 6.0 KM
 LX2382'(3.75 MI) NORTHEAST OF NEWTOWN.
 LX2382'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX2382'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX2382'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2382'
 LX2382'TO REACH THE STATION FROM SOUTHBURY AT THE INTERSECTION OF
 LX2382'INTERSTATE ROUTE 84 (YANKEE EXPRESSWAY) AND CONNECTICUT ROUTE 172
 LX2382'(SOUTH BRITAIN ROAD) PROCEED WESTERLY ALONG INTERSTATE ROUTE
 LX2382'84 FOR 2.1 KM (1.29 MI) TO THE STATION ON THE RIGHT, ON TOP OF A
 LX2382'LONG SLOPE.
 LX2382'
 LX2382'THE STATION IS A STANDARD CDOT DISK
 LX2382'STAMPED---C 2493---,
 LX2382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2382'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 LX2382'26.09 METERS (85.6 FT) NORTHEAST FROM POWER POLE 1P74,
 LX2382'15.85 METERS (52.0 FT) NORTH FROM THE EXTENDED CENTERLINE OF A
 LX2382'BITUMINOUS DRIVE TO A ONE STORY FRAME HOUSE,
 LX2382'6.19 METERS (20.3 FT) EAST FROM A WIRE FENCE AND
 LX2382'9.14 METERS (30.0 FT) EAST-NORTHEAST FROM A 90 CM OAK TREE.
 LX2382'
 LX2382'REFERENCE MARK NUMBER 1 IS A DRILL HOLE
 LX2382'IN A METAL FENCE POST THAT HAS REINFORCING BARS 1.5 METERS ABOVE
 LX2382'THE GROUND.
 LX2382'IT IS LOCATED
 LX2382'18.75 METERS (61.5 FT) SOUTH-SOUTHEAST FROM A 90 CM OAK TREE,
 LX2382'6.40 METERS (21.0 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A
 LX2382'BITUMINOUS DRIVE TO A ONE STORY FRAME HOUSE,
 LX2382'17.83 METERS (58.5 FT) SOUTHEAST FROM POWER POLE 1P74 AND
 LX2382'10.06 METERS (33.0 FT) EAST FROM THE CENTERLINE OF A BITUMINOUS
 LX2382'DRIVE.
 LX2382'MARK IS ABOVE STATION 0.4 METER.
 LX2382'
 LX2382'REFERENCE MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX2382'STAMPED---NO STAMPING---,
 LX2382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2382'FLUSH WITH GROUND.  IT IS LOCATED
 LX2382'17.31 METERS (56.8 FT) NORTHEAST FROM POWER POLE 1P74,
 LX2382'8.69 METERS (28.5 FT) NORTH FROM THE EXTENDED CENTERLINE OF A
 LX2382'BITUMINOUS DRIVE TO A ONE STORY FRAME HOUSE,
 LX2382'2.56 METERS (8.4 FT) SOUTHEAST FROM A 90 CM OAK TREE,
 LX2382'6.55 METERS (21.5 FT) EAST FROM THE CENTERLINE OF A BITUMINOUS
 LX2382'DRIVE AND
 LX2382'0.73 METER (2.4 FT) WEST FROM A WIRE FENCE.
 LX2382'MARK IS ABOVE STATION 0.2 METER.
 LX2382'
 LX2382'REFERENCE MARK NUMBER 3 IS A STANDARD USC+GS DISK
 LX2382'STAMPED---REFERENCE NO 3---,
 LX2382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2382'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2382'26.30 METERS (86.3 FT) NORTHEAST FROM POWER POLE 1P74,
 LX2382'8.53 METERS (28.0 FT) NORTH-NORTHEAST FROM A 90 CM OAK TREE,
 LX2382'7.92 METERS (26.0 FT) EAST FROM THE CENTERLINE OF A BITUMINOUS
 LX2382'DRIVE,
 LX2382'19.51 METERS (64.0 FT) NORTH FROM THE EXTENDED CENTERLINE OF A
 LX2382'BITUMINOUS DRIVE TO A ONE STORY FRAME HOUSE AND
 LX2382'1.0 METER (3.3 FT) EAST FROM A WIRE FENCE.
 LX2382'MARK IS ABOVE STATION 0.1 METER.
 LX2382'
 LX2382'AZIMUTH MARK NUMBER 1 IS A STANDARD CDOT DISK
 LX2382'STAMPED---C 2496---,
 LX2382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2382'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2382'12.19 METERS (40.0 FT) NORTH FROM THE CENTERLINE OF RIVER ROAD
 LX2382'OVERPASS,
 LX2382'2.59 METERS (8.5 FT) WEST FROM A BARRIER RAIL AND
 LX2382'4.08 METERS (13.4 FT) NORTH FROM THE CORNER OF A CONCRETE BRIDGE
 LX2382'ABUTMENT.
 LX2382'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ALONG
 LX2382'INTERSTATE ROUTE 84 FOR 0.4 KM (0.23 MI) TO THE STATION ON THE
 LX2382'RIGHT.
 LX2382'
 LX2382'AZIMUTH MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX2382'STAMPED---C 1089---,
 LX2382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2382'FLUSH WITH GROUND.  IT IS LOCATED
 LX2382'19.05 METERS (62.5 FT) NORTWEST FROM THE CENTERLINE OF ICHABUT
 LX2382'ROAD OVERPASS,
 LX2382'11.89 METERS (39.0 FT) EAST FROM POWER POLE 610,
 LX2382'4.24 METERS (13.9 FT) WEST-SOUTHWEST FROM A 30 CM TWIN CATALPA TREE AN
 LX2382'8.08 METERS (26.5 FT) NORTH FROM THE CENTERLINE OF A CATCH
 LX2382'BASIN.
 LX2382'TO REACH AZIMUTH MARK FROM SOUTHBURY AT THE
 LX2382'INTERSECTION OF INTERSTATE ROUTE 84 (YANKEE EXPRESSWAY) AND
 LX2382'CONNECTICUT ROUTE 172 (SOUTH BRITAIN ROAD) PROCEED WESTERLY ALONG
 LX2382'INTERSTATE ROUTE 84 FOR 1.5 KM (0.94 MI) TO THE STATION ON THE
 LX2382'RIGHT.
 LX2382'
 LX2382'AZIMUTH MARK NUMBER 3 IS A STANDARD CDOT DISK
 LX2382'STAMPED---C 2487---,
 LX2382'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX2382'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX2382'29.99 METERS (98.4 FT) NORTH FROM THE END POST OF A WIRE FENCE,
 LX2382'18.59 METERS (61.0 FT) NORTHEAST FROM A 30 CM HICKORY TREE,
 LX2382'13.87 METERS (45.5 FT) WEST FROM POWER POLE 584 AND
 LX2382'6.10 METERS (20.0 FT) WEST FROM THE CENTERLINE OF FISH ROCK ROAD.
 LX2382'TO REACH AZIMUTH MARK FROM THE INTERSECTION OF
 LX2382'INTERSTATE ROUTE 84 (YANKEE EXPRESSWAY) AND THE SOUTHBURY NEWTOWN
 LX2382'TOWN LINE, PROCEED EASTERLY ALONG INTERTSTATE ROUTE 84 FOR
 LX2382'0.4 KM (0.24 MI) TO AN EXIT RAMP RIGHT (EXIT 13).  BEAR RIGHT AND
 LX2382'PROCEED EASTERLY ALONG EXIT RAMP FOR 0.4 KM (0.23 MI) TO A T
 LX2382'ROAD.  TAKE RIGHT AND PROCEED SOUTHERLY ALONG FISH ROCK ROAD
 LX2382'FOR 0.1 KM (0.04 MI) TO THE STATION ON THE RIGHT.
 LX2382'
 LX2382'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX2382'
 LX2382'DESCRIBED BY S MCCUSKER.
 LX2382
 LX2382                          STATION RECOVERY (1985)
 LX2382
 LX2382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2382'8.8 KM (5.45 MI) SW FROM SOUTHBURY.
 LX2382'8.8 KM (5.45 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL
 LX2382'ROAD OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, 0.6 KM (0.35 MI)
 LX2382'SOUTH ALONG INTERSTATE 84 FROM THE ICHABUT ROAD OVERPASS, ON TOP OF A
 LX2382'LONG SLOPE, 29.14 METERS (95.6 FT) NORTHWEST OF THE EDGE OF THE
 LX2382'HIGHWAY, 26.09 METERS (85.6 FT) NORTHEAST OF UTILITY POLE 1P74 WITH
 LX2382'TWO GUY WIRES, 9.14 METERS (30.0 FT) EAST OF A 91-CM (36-INCH) OAK
 LX2382'TREE, 6.31 METERS (20.7 FT) SOUTHEAST OF A CHAIN LINK FENCE.
 LX2382'THE MARK IS 0.33 METERS  SE FROM  A WITNESS POST
 LX2382'THE MARK IS 6.10 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2381 ***********************************************************************
 LX2381  DESIGNATION -  C 2494
 LX2381  PID         -  LX2381
 LX2381  STATE/COUNTY-  CT/NEW HAVEN
 LX2381  USGS QUAD   -  NEWTOWN (1984)
 LX2381
 LX2381                         *CURRENT SURVEY CONTROL
 LX2381  ___________________________________________________________________
 LX2381* NAD 83(1986)-  41 26 38.     (N)    073 14 59.     (W)     SCALED    
 LX2381* NAVD 88     -        51.053  (meters)     167.50   (feet)  ADJUSTED  
 LX2381  ___________________________________________________________________
 LX2381  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2381  DYNAMIC HT  -          51.036 (meters)     167.44  (feet)  COMP
 LX2381  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 LX2381
 LX2381  VERT ORDER  -  FIRST     CLASS II
 LX2381
 LX2381.The horizontal coordinates were scaled from a topographic map and have
 LX2381.an estimated accuracy of +/- 6 seconds.
 LX2381
 LX2381.The orthometric height was determined by differential leveling
 LX2381.and adjusted by the National Geodetic Survey in June 1991..
 LX2381
 LX2381.The geoid height was determined by GEOID03.
 LX2381
 LX2381.The dynamic height is computed by dividing the NAVD 88
 LX2381.geopotential number by the normal gravity value computed on the
 LX2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2381.degrees latitude (g = 980.6199 gals.).
 LX2381
 LX2381.The modeled gravity was interpolated from observed gravity values.
 LX2381
 LX2381;                    North         East    Units  Estimated Accuracy
 LX2381;SPC CT       -   220,330.      263,040.      MT  (+/- 180 meters Scaled)
 LX2381
 LX2381                          SUPERSEDED SURVEY CONTROL
 LX2381
 LX2381.No superseded survey control is available for this station.
 LX2381
 LX2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL462895(NAD 83)
 LX2381_MARKER: DD = SURVEY DISK
 LX2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2381_SP_SET: CONCRETE POST
 LX2381_STAMPING: C 2494
 LX2381_MARK LOGO: CTDT  
 LX2381_PROJECTION: FLUSH
 LX2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2381+STABILITY: SURFACE MOTION
 LX2381
 LX2381  HISTORY     - Date     Condition        Report By
 LX2381  HISTORY     - UNK      MONUMENTED       CTDT
 LX2381  HISTORY     - 1985     GOOD             NGS
 LX2381
 LX2381                          STATION DESCRIPTION
 LX2381
 LX2381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2381'9.0 KM (5.6 MI) SW FROM SOUTHBURY.
 LX2381'9.0 KM (5.6 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD
 LX2381'OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, 0.8 KM (0.5 MI) SOUTH
 LX2381'ALONG INTERSTATE 84 FROM THE ICHABUT ROAD OVERPASS, 10.36 METERS (34.0
 LX2381'FT) WEST OF THE WEST EDGE OF THE HIGHWAY, 6.13 METERS (20.1 FT) EAST
 LX2381'OF A CHAIN LINK FENCE.
 LX2381'THE MARK IS 0.26 METERS  E FROM  A WITNESS POST
 LX2381'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0866 ***********************************************************************
 LX0866  DESIGNATION -  C 31
 LX0866  PID         -  LX0866
 LX0866  STATE/COUNTY-  CT/FAIRFIELD
 LX0866  USGS QUAD   -  BRIDGEPORT (1984)
 LX0866
 LX0866                         *CURRENT SURVEY CONTROL
 LX0866  ___________________________________________________________________
 LX0866* NAD 83(1986)-  41 10 12.     (N)    073 09 08.     (W)     SCALED    
 LX0866* NAVD 88     -         2.999  (meters)       9.84   (feet)  ADJUSTED  
 LX0866  ___________________________________________________________________
 LX0866  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0866  DYNAMIC HT  -           2.998 (meters)       9.84  (feet)  COMP
 LX0866  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 LX0866
 LX0866  VERT ORDER  -  FIRST     CLASS I
 LX0866
 LX0866.The horizontal coordinates were scaled from a topographic map and have
 LX0866.an estimated accuracy of +/- 6 seconds.
 LX0866
 LX0866.The orthometric height was determined by differential leveling
 LX0866.and adjusted by the National Geodetic Survey in June 1991..
 LX0866
 LX0866.The geoid height was determined by GEOID03.
 LX0866
 LX0866.The dynamic height is computed by dividing the NAVD 88
 LX0866.geopotential number by the normal gravity value computed on the
 LX0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0866.degrees latitude (g = 980.6199 gals.).
 LX0866
 LX0866.The modeled gravity was interpolated from observed gravity values.
 LX0866
 LX0866;                    North         East    Units  Estimated Accuracy
 LX0866;SPC CT       -   189,870.      271,050.      MT  (+/- 180 meters Scaled)
 LX0866
 LX0866                          SUPERSEDED SURVEY CONTROL
 LX0866
 LX0866  NGVD 29 (??/??/92)    3.328  (m)           10.92   (f) ADJ UNCH    1 1
 LX0866
 LX0866.Superseded values are not recommended for survey control.
 LX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0866.See file dsdata.txt to determine how the superseded data were derived.
 LX0866
 LX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL550592(NAD 83)
 LX0866_MARKER: DB = BENCH MARK DISK
 LX0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0866_SP_SET: BUILDING
 LX0866_STAMPING: C 31 1963
 LX0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0866
 LX0866  HISTORY     - Date     Condition        Report By
 LX0866  HISTORY     - 1963     MONUMENTED       CGS
 LX0866  HISTORY     - 1965     GOOD             NGS
 LX0866  HISTORY     - 1971     GOOD             NGS
 LX0866  HISTORY     - 1982     GOOD             NGS
 LX0866  HISTORY     - 1985     GOOD             USPSQD
 LX0866  HISTORY     - 19950821 GOOD             USPSQD
 LX0866
 LX0866                          STATION DESCRIPTION
 LX0866
 LX0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0866'AT BRIDGEPORT.
 LX0866'0.5 MILE SOUTHEAST ALONG GREAT MEADOW ROAD FROM ITS INTERSECTION
 LX0866'WITH THE CONNECTICUT TURNPIKE, NEAR THE INTERSECTION OF GREAT
 LX0866'MEADOW ROAD AND HONEYSPOT ROAD, SET VERTICALLY IN THE NORTHEAST
 LX0866'CONCRETE FACE OF THE LARGE U.S.I. FILM COMPANY BUILDING, 0.7 FOOT
 LX0866'SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING AND 2.0 FEET
 LX0866'ABOVE THE LEVEL OF THE GROUND.  (MARK MAY BE REACHED BY GOING
 LX0866'1.0 MILE NORTHWEST ALONG GREAT MEADOW ROAD FROM THE MAIN ENTRANCE
 LX0866'TO THE BRIDGEPORT MUNICIPAL AIRPORT TO MARK ON LEFT.
 LX0866
 LX0866                          STATION RECOVERY (1971)
 LX0866
 LX0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LX0866'RECOVERED IN GOOD CONDITION.
 LX0866
 LX0866                          STATION RECOVERY (1982)
 LX0866
 LX0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0866'RECOVERED IN GOOD CONDITION.
 LX0866
 LX0866                          STATION RECOVERY (1985)
 LX0866
 LX0866'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0866'BUILDING IS NOW OCCUPIED BY THE MOBIL CORP.
 LX0866
 LX0866                          STATION RECOVERY (1995)
 LX0866
 LX0866'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0893 ***********************************************************************
 LX0893  DESIGNATION -  C 3=142
 LX0893  PID         -  LX0893
 LX0893  STATE/COUNTY-  CT/NEW HAVEN
 LX0893  USGS QUAD   -  MILFORD (1984)
 LX0893
 LX0893                         *CURRENT SURVEY CONTROL
 LX0893  ___________________________________________________________________
 LX0893* NAD 83(1986)-  41 12 57.     (N)    073 04 31.     (W)     SCALED    
 LX0893* NAVD 88     -        18.247  (meters)      59.87   (feet)  POSTED    
 LX0893  ___________________________________________________________________
 LX0893  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0893  DYNAMIC HT  -          18.240 (meters)      59.84  (feet)  COMP
 LX0893  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 LX0893
 LX0893  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0893
 LX0893.The horizontal coordinates were scaled from a topographic map and have
 LX0893.an estimated accuracy of +/- 6 seconds.
 LX0893
 LX0893.The orthometric height was determined by differential leveling
 LX0893.and adjusted by the National Geodetic Survey in 1992..
 LX0893.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0893.rate of 1.1 thru 2.0 mm/km.
 LX0893
 LX0893.The geoid height was determined by GEOID03.
 LX0893
 LX0893.The dynamic height is computed by dividing the NAVD 88
 LX0893.geopotential number by the normal gravity value computed on the
 LX0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0893.degrees latitude (g = 980.6199 gals.).
 LX0893
 LX0893.The modeled gravity was interpolated from observed gravity values.
 LX0893
 LX0893;                    North         East    Units  Estimated Accuracy
 LX0893;SPC CT       -   194,930.      277,520.      MT  (+/- 180 meters Scaled)
 LX0893
 LX0893                          SUPERSEDED SURVEY CONTROL
 LX0893
 LX0893.No superseded survey control is available for this station.
 LX0893
 LX0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL613645(NAD 83)
 LX0893_MARKER: Z = SEE DESCRIPTION
 LX0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0893_SP_SET: STONE
 LX0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0893+STABILITY: SURFACE MOTION
 LX0893
 LX0893  HISTORY     - Date     Condition        Report By
 LX0893  HISTORY     - UNK      MONUMENTED       DOD
 LX0893  HISTORY     - 1965     POOR             NGS
 LX0893
 LX0893                          STATION DESCRIPTION
 LX0893
 LX0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0893'AT MILFORD.
 LX0893'RECOVERED NEAR THE DESCRIBED LOCATION BUT APPEARS TO HAVE BEEN
 LX0893'MOVED ABOUT 1/2 FOOT TO THE NORTH AND IS VERY LOOSE AND NO
 LX0893'LONGER FIT TO BE USED AS AN ELEVATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1177 ***********************************************************************
 LX1177  DESIGNATION -  C 32
 LX1177  PID         -  LX1177
 LX1177  STATE/COUNTY-  CT/FAIRFIELD
 LX1177  USGS QUAD   -  STAMFORD (1984)
 LX1177
 LX1177                         *CURRENT SURVEY CONTROL
 LX1177  ___________________________________________________________________
 LX1177* NAD 83(1986)-  41 02 40.     (N)    073 33 04.     (W)     SCALED    
 LX1177* NAVD 88     -        27.887  (meters)      91.49   (feet)  ADJUSTED  
 LX1177  ___________________________________________________________________
 LX1177  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX1177  DYNAMIC HT  -          27.878 (meters)      91.46  (feet)  COMP
 LX1177  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 LX1177
 LX1177  VERT ORDER  -  FIRST     CLASS I
 LX1177
 LX1177.The horizontal coordinates were scaled from a topographic map and have
 LX1177.an estimated accuracy of +/- 6 seconds.
 LX1177
 LX1177.The orthometric height was determined by differential leveling
 LX1177.and adjusted by the National Geodetic Survey in June 1991..
 LX1177
 LX1177.The geoid height was determined by GEOID03.
 LX1177
 LX1177.The dynamic height is computed by dividing the NAVD 88
 LX1177.geopotential number by the normal gravity value computed on the
 LX1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1177.degrees latitude (g = 980.6199 gals.).
 LX1177
 LX1177.The modeled gravity was interpolated from observed gravity values.
 LX1177
 LX1177;                    North         East    Units  Estimated Accuracy
 LX1177;SPC CT       -   176,160.      237,440.      MT  (+/- 180 meters Scaled)
 LX1177
 LX1177                          SUPERSEDED SURVEY CONTROL
 LX1177
 LX1177  NGVD 29 (??/??/92)   28.223  (m)           92.59   (f) ADJ UNCH    1 1
 LX1177
 LX1177.Superseded values are not recommended for survey control.
 LX1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1177.See file dsdata.txt to determine how the superseded data were derived.
 LX1177
 LX1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL217447(NAD 83)
 LX1177_MARKER: DB = BENCH MARK DISK
 LX1177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1177_SP_SET: BANNISTER
 LX1177_STAMPING: C 32 1965
 LX1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1177
 LX1177  HISTORY     - Date     Condition        Report By
 LX1177  HISTORY     - 1965     MONUMENTED       CGS
 LX1177  HISTORY     - 1983     GOOD             NGS
 LX1177  HISTORY     - 1987     GOOD             USPSQD
 LX1177  HISTORY     - 1989     POOR             USPSQD
 LX1177  HISTORY     - 1989     GOOD             USPSQD
 LX1177
 LX1177                          STATION DESCRIPTION
 LX1177
 LX1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1177'1 MI SW FROM STAMFORD.
 LX1177'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX1177'OF ATLANTIC AVENUE AT STAMFORD, THENCE 0.25 MILE SOUTH ALONG
 LX1177'FAIRFIELD AVENUE, 0.25 MILE SOUTH OF THE STEVENS SCHOOL, NEAR
 LX1177'THE INTERSECTION OF JACKSON AVENUE AND FAIRFIELD AVENUE, SET
 LX1177'ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE BANNISTER OF THE
 LX1177'FAIRFIELD AVENUE OVERPASS OVER THE CONNECTICUT TURNPIKE, 68
 LX1177'FEET NORTH OF THE CENTER LINE OF JACKSON STREET, 6.8 FEET WEST
 LX1177'OF THE WEST CURB OF FAIRFIELD AVENUE AND 3 FEET ABOVE THE LEVEL
 LX1177'OF THE SIDEWALK.
 LX1177
 LX1177                          STATION RECOVERY (1983)
 LX1177
 LX1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1177'RECOVERED IN GOOD CONDITION.
 LX1177
 LX1177                          STATION RECOVERY (1987)
 LX1177
 LX1177'RECOVERY NOTE BY US POWER SQUADRON 1987 (SFM)
 LX1177'RECOVERED IN GOOD CONDITION.
 LX1177
 LX1177                          STATION RECOVERY (1989)
 LX1177
 LX1177'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1177'MARK RECOVERED IN POOR CONDITION.
 LX1177
 LX1177                          STATION RECOVERY (1989)
 LX1177
 LX1177'RECOVERY NOTE BY US POWER SQUADRON 1989 (SMG)
 LX1177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0807 ***********************************************************************
 LX0807  DESIGNATION -  C 33
 LX0807  PID         -  LX0807
 LX0807  STATE/COUNTY-  CT/FAIRFIELD
 LX0807  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0807
 LX0807                         *CURRENT SURVEY CONTROL
 LX0807  ___________________________________________________________________
 LX0807* NAD 83(1986)-  41 07 23.     (N)    073 21 15.     (W)     SCALED    
 LX0807* NAVD 88     -        14.142  (meters)      46.40   (feet)  ADJUSTED  
 LX0807  ___________________________________________________________________
 LX0807  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0807  DYNAMIC HT  -          14.138 (meters)      46.38  (feet)  COMP
 LX0807  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 LX0807
 LX0807  VERT ORDER  -  FIRST     CLASS I
 LX0807
 LX0807.The horizontal coordinates were scaled from a topographic map and have
 LX0807.an estimated accuracy of +/- 6 seconds.
 LX0807
 LX0807.The orthometric height was determined by differential leveling
 LX0807.and adjusted by the National Geodetic Survey in June 1991..
 LX0807
 LX0807.The geoid height was determined by GEOID03.
 LX0807
 LX0807.The dynamic height is computed by dividing the NAVD 88
 LX0807.geopotential number by the normal gravity value computed on the
 LX0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0807.degrees latitude (g = 980.6199 gals.).
 LX0807
 LX0807.The modeled gravity was interpolated from observed gravity values.
 LX0807
 LX0807;                    North         East    Units  Estimated Accuracy
 LX0807;SPC CT       -   184,750.      254,060.      MT  (+/- 180 meters Scaled)
 LX0807
 LX0807                          SUPERSEDED SURVEY CONTROL
 LX0807
 LX0807  NGVD 29 (??/??/92)   14.482  (m)           47.51   (f) ADJ UNCH    1 1
 LX0807
 LX0807.Superseded values are not recommended for survey control.
 LX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0807.See file dsdata.txt to determine how the superseded data were derived.
 LX0807
 LX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL381537(NAD 83)
 LX0807_MARKER: DB = BENCH MARK DISK
 LX0807_SETTING: 66 = SET IN ROCK OUTCROP
 LX0807_SP_SET: ROCK CUT
 LX0807_STAMPING: C 33 1965
 LX0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0807+STABILITY: POSITION/ELEVATION WELL
 LX0807
 LX0807  HISTORY     - Date     Condition        Report By
 LX0807  HISTORY     - 1965     MONUMENTED       CGS
 LX0807  HISTORY     - 1983     GOOD             NGS
 LX0807  HISTORY     - 19980211 GOOD             USPSQD
 LX0807
 LX0807                          STATION DESCRIPTION
 LX0807
 LX0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0807'0.9 MI E FROM SAUGATUCK.
 LX0807'0.9 MILE EAST ALONG STATE HIGHWAY 136 FROM THE EAST END OF THE
 LX0807'BRIDGE OVER THE SAUGATUCK RIVER, 194 FEET WEST OF THE CENTER
 LX0807'OF THE JUNCTION OF GREEN FARMS ROAD AND HALES ROAD, ALONG THE
 LX0807'NORTH SIDE OF THE CONNECTICUT TURNPIKE, SET ON THE TOP OF THE
 LX0807'NORTHWEST CORNER OF A V SAHPED ROCK WHICH IS ABOUT 14 FEET
 LX0807'LONG, 4 FEET HIGH AT THE SOUTHEAST CORNER AND IS PART OF A ROCK
 LX0807'CUT WHICH IS 90 FEET LONG, 18 FEET NORTH OF THE NORTH CURB OF
 LX0807'GREENS FARM ROAD, 3 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 LX0807'THE ROCK, 0.8 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK
 LX0807'AND 4 FEET ABOVE THE LEVEL OF THE ROAD.
 LX0807
 LX0807                          STATION RECOVERY (1983)
 LX0807
 LX0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0807'RECOVERED IN GOOD CONDITION.
 LX0807
 LX0807                          STATION RECOVERY (1998)
 LX0807
 LX0807'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0894 ***********************************************************************
 LX0894  DESIGNATION -  C 34
 LX0894  PID         -  LX0894
 LX0894  STATE/COUNTY-  CT/NEW HAVEN
 LX0894  USGS QUAD   -  MILFORD (1984)
 LX0894
 LX0894                         *CURRENT SURVEY CONTROL
 LX0894  ___________________________________________________________________
 LX0894* NAD 83(1986)-  41 12 59.     (N)    073 04 10.     (W)     SCALED    
 LX0894* NAVD 88     -        18.476  (meters)      60.62   (feet)  ADJUSTED  
 LX0894  ___________________________________________________________________
 LX0894  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0894  DYNAMIC HT  -          18.470 (meters)      60.60  (feet)  COMP
 LX0894  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX0894
 LX0894  VERT ORDER  -  FIRST     CLASS I
 LX0894
 LX0894.The horizontal coordinates were scaled from a topographic map and have
 LX0894.an estimated accuracy of +/- 6 seconds.
 LX0894
 LX0894.The orthometric height was determined by differential leveling
 LX0894.and adjusted by the National Geodetic Survey in June 1991..
 LX0894
 LX0894.The geoid height was determined by GEOID03.
 LX0894
 LX0894.The dynamic height is computed by dividing the NAVD 88
 LX0894.geopotential number by the normal gravity value computed on the
 LX0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0894.degrees latitude (g = 980.6199 gals.).
 LX0894
 LX0894.The modeled gravity was interpolated from observed gravity values.
 LX0894
 LX0894;                    North         East    Units  Estimated Accuracy
 LX0894;SPC CT       -   194,990.      278,010.      MT  (+/- 180 meters Scaled)
 LX0894
 LX0894                          SUPERSEDED SURVEY CONTROL
 LX0894
 LX0894  NGVD 29 (??/??/92)   18.807  (m)           61.70   (f) ADJ UNCH    1 1
 LX0894
 LX0894.Superseded values are not recommended for survey control.
 LX0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0894.See file dsdata.txt to determine how the superseded data were derived.
 LX0894
 LX0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL618645(NAD 83)
 LX0894_MARKER: DB = BENCH MARK DISK
 LX0894_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0894_SP_SET: UNSPECIFIED ROCK
 LX0894_STAMPING: C 34 1965
 LX0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0894
 LX0894  HISTORY     - Date     Condition        Report By
 LX0894  HISTORY     - 1965     MONUMENTED       CGS
 LX0894  HISTORY     - 1985     GOOD             USPSQD
 LX0894  HISTORY     - 1988     GOOD             USPSQD
 LX0894
 LX0894                          STATION DESCRIPTION
 LX0894
 LX0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0894'AT MILFORD.
 LX0894'AT MILFORD, ABOUT 0.6 MILE WEST ALONG THE NY, NH AND H RAILROAD
 LX0894'FROM THE STATION AT MILFORD, SET ON THE TOP OF A ROCK WHICH IS
 LX0894'10 FEET LONG, 4 1/2 FEET WIDE AND PROJECTS 1 1/2 FEET ABOVE THE
 LX0894'GROUND, 106 FEET EAST OF THE NORTHEAST CORNER OF THE BRIDGEPORT
 LX0894'STEEL COMPANY BUILDING, 12.5 FEET WEST OF THE SOUTHWEST CORNER
 LX0894'OF THE CONCRETE FOUNDATION OF ELECTRIC CABLE TOWER NO. 899,
 LX0894'11.3 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK OF FOUR
 LX0894'AND ABOUT LEVEL WITH THE TRACK.
 LX0894
 LX0894                          STATION RECOVERY (1985)
 LX0894
 LX0894'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0894'RECOVERED IN GOOD CONDITION.
 LX0894
 LX0894                          STATION RECOVERY (1988)
 LX0894
 LX0894'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0383 ***********************************************************************
 LX0383  DESIGNATION -  C 348
 LX0383  PID         -  LX0383
 LX0383  STATE/COUNTY-  CT/NEW HAVEN
 LX0383  USGS QUAD   -  NEW HAVEN (1984)
 LX0383
 LX0383                         *CURRENT SURVEY CONTROL
 LX0383  ___________________________________________________________________
 LX0383* NAD 83(1986)-  41 18 21.     (N)    072 55 31.     (W)     SCALED    
 LX0383* NAVD 88     -         6.367  (meters)      20.89   (feet)  ADJUSTED  
 LX0383  ___________________________________________________________________
 LX0383  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX0383  DYNAMIC HT  -           6.364 (meters)      20.88  (feet)  COMP
 LX0383  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0383
 LX0383  VERT ORDER  -  FIRST     CLASS I
 LX0383
 LX0383.The horizontal coordinates were scaled from a topographic map and have
 LX0383.an estimated accuracy of +/- 6 seconds.
 LX0383
 LX0383.The orthometric height was determined by differential leveling
 LX0383.and adjusted by the National Geodetic Survey in June 1991..
 LX0383
 LX0383.The geoid height was determined by GEOID03.
 LX0383
 LX0383.The dynamic height is computed by dividing the NAVD 88
 LX0383.geopotential number by the normal gravity value computed on the
 LX0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0383.degrees latitude (g = 980.6199 gals.).
 LX0383
 LX0383.The modeled gravity was interpolated from observed gravity values.
 LX0383
 LX0383;                    North         East    Units  Estimated Accuracy
 LX0383;SPC CT       -   204,890.      290,120.      MT  (+/- 180 meters Scaled)
 LX0383
 LX0383                          SUPERSEDED SURVEY CONTROL
 LX0383
 LX0383  NGVD 29 (??/??/92)    6.684  (m)           21.93   (f) ADJ UNCH    1 1
 LX0383
 LX0383.Superseded values are not recommended for survey control.
 LX0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0383.See file dsdata.txt to determine how the superseded data were derived.
 LX0383
 LX0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL736747(NAD 83)
 LX0383_MARKER: DD = SURVEY DISK
 LX0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0383_STAMPING: 4
 LX0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0383+STABILITY: SURFACE MOTION
 LX0383
 LX0383  HISTORY     - Date     Condition        Report By
 LX0383  HISTORY     - UNK      MONUMENTED       CTGS
 LX0383  HISTORY     - 1965     GOOD             NGS
 LX0383  HISTORY     - 1978     GOOD             NGS
 LX0383
 LX0383                          STATION DESCRIPTION
 LX0383
 LX0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0383'AT NEW HAVEN.
 LX0383'AT NEW HAVEN, AT THE INTERSECTION OF CHURCH STREET AND CHAPEL
 LX0383'STREET, ABOUT 60 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE
 LX0383'NEW HAVEN POST OFFICE, 62 FEET NORTH OF THE NORTH CURB OF CHAPEL
 LX0383'STREET, 12 FEET NORTH OF A FIRE HYDRANT, 1.2 FEET EAST OF THE
 LX0383'EAST CURB OF CHURCH STREET, 1/2 FOOT ABOVE THE LEVEL OF THE
 LX0383'STREETS AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LX0383'SIDEWALK.
 LX0383
 LX0383                          STATION RECOVERY (1978)
 LX0383
 LX0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0428 ***********************************************************************
 LX0428  DESIGNATION -  C 36
 LX0428  PID         -  LX0428
 LX0428  STATE/COUNTY-  CT/NEW HAVEN
 LX0428  USGS QUAD   -  GUILFORD (1984)
 LX0428
 LX0428                         *CURRENT SURVEY CONTROL
 LX0428  ___________________________________________________________________
 LX0428* NAD 83(1986)-  41 15 57.     (N)    072 42 47.     (W)     SCALED    
 LX0428* NAVD 88     -         4.399  (meters)      14.43   (feet)  ADJUSTED  
 LX0428  ___________________________________________________________________
 LX0428  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0428  DYNAMIC HT  -           4.398 (meters)      14.43  (feet)  COMP
 LX0428  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX0428
 LX0428  VERT ORDER  -  FIRST     CLASS I
 LX0428
 LX0428.The horizontal coordinates were scaled from a topographic map and have
 LX0428.an estimated accuracy of +/- 6 seconds.
 LX0428
 LX0428.The orthometric height was determined by differential leveling
 LX0428.and adjusted by the National Geodetic Survey in June 1991..
 LX0428
 LX0428.The geoid height was determined by GEOID03.
 LX0428
 LX0428.The dynamic height is computed by dividing the NAVD 88
 LX0428.geopotential number by the normal gravity value computed on the
 LX0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0428.degrees latitude (g = 980.6199 gals.).
 LX0428
 LX0428.The modeled gravity was interpolated from observed gravity values.
 LX0428
 LX0428;                    North         East    Units  Estimated Accuracy
 LX0428;SPC CT       -   200,430.      307,900.      MT  (+/- 180 meters Scaled)
 LX0428
 LX0428                          SUPERSEDED SURVEY CONTROL
 LX0428
 LX0428  NGVD 29 (??/??/92)    4.708  (m)           15.45   (f) ADJ UNCH    1 1
 LX0428
 LX0428.Superseded values are not recommended for survey control.
 LX0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0428.See file dsdata.txt to determine how the superseded data were derived.
 LX0428
 LX0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL915707(NAD 83)
 LX0428_MARKER: DB = BENCH MARK DISK
 LX0428_SETTING: 66 = SET IN ROCK OUTCROP
 LX0428_SP_SET: ROCK LEDGE
 LX0428_STAMPING: C 36 1965
 LX0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0428+STABILITY: POSITION/ELEVATION WELL
 LX0428
 LX0428  HISTORY     - Date     Condition        Report By
 LX0428  HISTORY     - 1965     MONUMENTED       CGS
 LX0428  HISTORY     - 1991     GOOD             USA
 LX0428  HISTORY     - 19910316 GOOD             USPSQD
 LX0428
 LX0428                          STATION DESCRIPTION
 LX0428
 LX0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0428'2.1 MI W FROM GUILFORD.
 LX0428'2.1 MILES WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0428'GUILFORD, ABOUT 0.7 MILE EAST OF THE INTERSECTION OF NEW
 LX0428'QUARRY ROAD, AT THE OUTSIDE OF A CURVE, NEAR THE WEST EDGE OF
 LX0428'A LOW SWAMPY AREA, SET ON THE TOP OF A SLOPING ROCK LEDGE WHICH
 LX0428'IS ABOUT 12 FEET LONG-4 FEET WIDE AND ABOUT FLUSH WITH THE
 LX0428'GROUND, 46 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 1/2
 LX0428'FEET EAST OF THE WEST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL
 LX0428'OF THE ROAD.
 LX0428
 LX0428                          STATION RECOVERY (1991)
 LX0428
 LX0428'RECOVERY NOTE BY US ARMY 1991 (JC)
 LX0428'RECOVERED IN GOOD CONDITION.
 LX0428
 LX0428                          STATION RECOVERY (1991)
 LX0428
 LX0428'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0073 ***********************************************************************
 LX0073  DESIGNATION -  C 37
 LX0073  PID         -  LX0073
 LX0073  STATE/COUNTY-  CT/MIDDLESEX
 LX0073  USGS QUAD   -  ESSEX (1977)
 LX0073
 LX0073                         *CURRENT SURVEY CONTROL
 LX0073  ___________________________________________________________________
 LX0073* NAD 83(1986)-  41 17 09.     (N)    072 27 00.     (W)     SCALED    
 LX0073* NAVD 88     -         7.075  (meters)      23.21   (feet)  ADJUSTED  
 LX0073  ___________________________________________________________________
 LX0073  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX0073  DYNAMIC HT  -           7.073 (meters)      23.21  (feet)  COMP
 LX0073  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LX0073  OBS GRAVITY -     980,290.9   (mgal)                       GRAV_OBS
 LX0073
 LX0073  VERT ORDER  -  FIRST     CLASS I
 LX0073
 LX0073.The horizontal coordinates were scaled from a topographic map and have
 LX0073.an estimated accuracy of +/- 6 seconds.
 LX0073
 LX0073.The orthometric height was determined by differential leveling
 LX0073.and adjusted by the National Geodetic Survey in June 1991..
 LX0073
 LX0073.The geoid height was determined by GEOID03.
 LX0073
 LX0073.The dynamic height is computed by dividing the NAVD 88
 LX0073.geopotential number by the normal gravity value computed on the
 LX0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0073.degrees latitude (g = 980.6199 gals.).
 LX0073
 LX0073.The modeled gravity was interpolated from observed gravity values.
 LX0073.The observed gravity was obtained from relative gravimeter ties
 LX0073.to the IGSN71 gravity network.
 LX0073
 LX0073;                    North         East    Units  Estimated Accuracy
 LX0073;SPC CT       -   202,700.      329,930.      MT  (+/- 180 meters Scaled)
 LX0073
 LX0073                          SUPERSEDED SURVEY CONTROL
 LX0073
 LX0073  NGVD 29 (??/??/92)    7.391  (m)           24.25   (f) ADJ UNCH    1 1
 LX0073
 LX0073.Superseded values are not recommended for survey control.
 LX0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0073.See file dsdata.txt to determine how the superseded data were derived.
 LX0073
 LX0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL135736(NAD 83)
 LX0073_MARKER: DB = BENCH MARK DISK
 LX0073_SETTING: 66 = SET IN ROCK OUTCROP
 LX0073_SP_SET: ROCK LEDGE
 LX0073_STAMPING: C 37 1965
 LX0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0073+STABILITY: POSITION/ELEVATION WELL
 LX0073
 LX0073  HISTORY     - Date     Condition        Report By
 LX0073  HISTORY     - 1965     MONUMENTED       CGS
 LX0073  HISTORY     - 1984     GOOD             USPSQD
 LX0073  HISTORY     - 1984     GOOD             NGS
 LX0073  HISTORY     - 1988     GOOD             USPSQD
 LX0073  HISTORY     - 1988     GOOD             USPSQD
 LX0073  HISTORY     - 1989     GOOD             USPSQD
 LX0073  HISTORY     - 1990     GOOD             USPSQD
 LX0073  HISTORY     - 19950809 GOOD             USPSQD
 LX0073  HISTORY     - 19970130 GOOD             USPSQD
 LX0073
 LX0073                          STATION DESCRIPTION
 LX0073
 LX0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0073'AT WESTBROOK.
 LX0073'AT WESTBROOK, AT THE JUNCTION OF U.S. HIGHWAY 1 AND OLD CLINTON
 LX0073'ROAD, ABOUT 75 YARDS NORTH AND ACROSS THE HIGHWAY FROM THE TOWN
 LX0073'HALL, ALONG THE WEST SIDE OF THE YARD OF THE FIRST CONGREGATIONAL
 LX0073'CHURCH, SET ON THE TOP OF A ROCK LEDGE WHICH IS ABOUT 15 FEET
 LX0073'LONG AND 3 FEET HIGH ON THE NORTHWEST SIDE, 100.0 FEET WEST OF
 LX0073'THE WEST CORNER OF THE CHURCH, 52 FEET EAST OF THE CENTER LINE
 LX0073'OF THE OLD CLINTON ROAD, ABOUT LEVEL WITH THE HIGHWAY AND ABOUT
 LX0073'4 FEET ABOVE THE LEVEL OF THE OLD CLINTON ROAD.
 LX0073
 LX0073                          STATION RECOVERY (1984)
 LX0073
 LX0073'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0073'RECOVERED IN GOOD CONDITION.
 LX0073
 LX0073                          STATION RECOVERY (1984)
 LX0073
 LX0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0073'RECOVERED IN GOOD CONDITION.
 LX0073
 LX0073                          STATION RECOVERY (1988)
 LX0073
 LX0073'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAO)
 LX0073'RECOVERED IN GOOD CONDITION.
 LX0073
 LX0073                          STATION RECOVERY (1988)
 LX0073
 LX0073'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0073'RECOVERED IN GOOD CONDITION.
 LX0073
 LX0073                          STATION RECOVERY (1989)
 LX0073
 LX0073'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0073'RECOVERED IN GOOD CONDITION.
 LX0073
 LX0073                          STATION RECOVERY (1990)
 LX0073
 LX0073'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0073'RECOVERED IN GOOD CONDITION.
 LX0073
 LX0073                          STATION RECOVERY (1995)
 LX0073
 LX0073'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0073'RECOVERED IN GOOD CONDITION.
 LX0073
 LX0073                          STATION RECOVERY (1997)
 LX0073
 LX0073'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0132 ***********************************************************************
 LX0132  DESIGNATION -  C 38
 LX0132  PID         -  LX0132
 LX0132  STATE/COUNTY-  CT/NEW LONDON
 LX0132  USGS QUAD   -  NIANTIC (1983)
 LX0132
 LX0132                         *CURRENT SURVEY CONTROL
 LX0132  ___________________________________________________________________
 LX0132* NAD 83(1986)-  41 19 19.     (N)    072 12 22.     (W)     SCALED    
 LX0132* NAVD 88     -         2.475  (meters)       8.12   (feet)  ADJUSTED  
 LX0132  ___________________________________________________________________
 LX0132  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0132  DYNAMIC HT  -           2.475 (meters)       8.12  (feet)  COMP
 LX0132  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 LX0132
 LX0132  VERT ORDER  -  FIRST     CLASS I
 LX0132
 LX0132.The horizontal coordinates were scaled from a topographic map and have
 LX0132.an estimated accuracy of +/- 6 seconds.
 LX0132
 LX0132.The orthometric height was determined by differential leveling
 LX0132.and adjusted by the National Geodetic Survey in June 1991..
 LX0132
 LX0132.The geoid height was determined by GEOID03.
 LX0132
 LX0132.The dynamic height is computed by dividing the NAVD 88
 LX0132.geopotential number by the normal gravity value computed on the
 LX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0132.degrees latitude (g = 980.6199 gals.).
 LX0132
 LX0132.The modeled gravity was interpolated from observed gravity values.
 LX0132
 LX0132;                    North         East    Units  Estimated Accuracy
 LX0132;SPC CT       -   206,810.      350,340.      MT  (+/- 180 meters Scaled)
 LX0132
 LX0132                          SUPERSEDED SURVEY CONTROL
 LX0132
 LX0132  NGVD 29 (??/??/92)    2.780  (m)            9.12   (f) ADJ UNCH    1 1
 LX0132
 LX0132.Superseded values are not recommended for survey control.
 LX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0132.See file dsdata.txt to determine how the superseded data were derived.
 LX0132
 LX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL338782(NAD 83)
 LX0132_MARKER: DB = BENCH MARK DISK
 LX0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0132_SP_SET: ABUTMENT
 LX0132_STAMPING: C 38 1965
 LX0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0132+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 LX0132
 LX0132  HISTORY     - Date     Condition        Report By
 LX0132  HISTORY     - 1965     MONUMENTED       CGS
 LX0132  HISTORY     - 1983     GOOD             USPSQD
 LX0132  HISTORY     - 1987     GOOD             USPSQD
 LX0132  HISTORY     - 1989     GOOD             USPSQD
 LX0132  HISTORY     - 19901206 GOOD             USPSQD
 LX0132  HISTORY     - 19991226 GOOD             USPSQD
 LX0132  HISTORY     - 20010415 GOOD             USPSQD
 LX0132  HISTORY     - 20030417 GOOD             USPSQD
 LX0132  HISTORY     - 20051213 GOOD             USPSQD
 LX0132
 LX0132                          STATION DESCRIPTION
 LX0132
 LX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0132'0.6 MI W FROM NIANTIC.
 LX0132'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE
 LX0132'AT NIANTIC, ABOUT 156 FEET WEST OF THE JUNCTION OF THE
 LX0132'HIGHWAY AND HERSTER ROAD, SET ON THE TOP OF THE SOUTH END OF THE
 LX0132'WEST CONCRETE ABUTMENT OF A 12 FOOT BRIDGE OVER A CREEK, 17
 LX0132'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 LX0132'WITH THE HIGHWAY.
 LX0132
 LX0132                          STATION RECOVERY (1983)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0132'RECOVERED IN GOOD CONDITION.
 LX0132
 LX0132                          STATION RECOVERY (1987)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0132'RECOVERED IN GOOD CONDITION.
 LX0132
 LX0132                          STATION RECOVERY (1989)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0132'RECOVERED IN GOOD CONDITION.
 LX0132
 LX0132                          STATION RECOVERY (1990)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0132'RECOVERED IN GOOD CONDITION.
 LX0132
 LX0132                          STATION RECOVERY (1999)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0132'RECOVERED IN GOOD CONDITION.
 LX0132
 LX0132                          STATION RECOVERY (2001)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0132'RECOVERED IN GOOD CONDITION.
 LX0132
 LX0132                          STATION RECOVERY (2003)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0132'RECOVERED IN GOOD CONDITION.
 LX0132
 LX0132                          STATION RECOVERY (2005)
 LX0132
 LX0132'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0739 ***********************************************************************
 LW0739  DESIGNATION -  C 39
 LW0739  PID         -  LW0739
 LW0739  STATE/COUNTY-  CT/NEW LONDON
 LW0739  USGS QUAD   -  WATCH HILL (1984)
 LW0739
 LW0739                         *CURRENT SURVEY CONTROL
 LW0739  ___________________________________________________________________
 LW0739* NAD 83(1986)-  41 21 57.     (N)    071 51 52.     (W)     SCALED    
 LW0739* NAVD 88     -        12.955  (meters)      42.50   (feet)  ADJUSTED  
 LW0739  ___________________________________________________________________
 LW0739  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW0739  DYNAMIC HT  -          12.950 (meters)      42.49  (feet)  COMP
 LW0739  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 LW0739
 LW0739  VERT ORDER  -  FIRST     CLASS I
 LW0739
 LW0739.The horizontal coordinates were scaled from a topographic map and have
 LW0739.an estimated accuracy of +/- 6 seconds.
 LW0739
 LW0739.The orthometric height was determined by differential leveling
 LW0739.and adjusted by the National Geodetic Survey in June 1991..
 LW0739
 LW0739.The geoid height was determined by GEOID03.
 LW0739
 LW0739.The dynamic height is computed by dividing the NAVD 88
 LW0739.geopotential number by the normal gravity value computed on the
 LW0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0739.degrees latitude (g = 980.6199 gals.).
 LW0739
 LW0739.The modeled gravity was interpolated from observed gravity values.
 LW0739
 LW0739;                    North         East    Units  Estimated Accuracy
 LW0739;SPC CT       -   211,920.      378,890.      MT  (+/- 180 meters Scaled)
 LW0739
 LW0739                          SUPERSEDED SURVEY CONTROL
 LW0739
 LW0739  NGVD 29 (??/??/92)   13.243  (m)           43.45   (f) ADJ UNCH    1 1
 LW0739
 LW0739.Superseded values are not recommended for survey control.
 LW0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0739.See file dsdata.txt to determine how the superseded data were derived.
 LW0739
 LW0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF604833(NAD 83)
 LW0739_MARKER: DB = BENCH MARK DISK
 LW0739_SETTING: 66 = SET IN ROCK OUTCROP
 LW0739_SP_SET: ROCK OUTCROP
 LW0739_STAMPING: C 39 1965
 LW0739_MARK LOGO: CGS   
 LW0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0739+STABILITY: POSITION/ELEVATION WELL
 LW0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0739+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 LW0739
 LW0739  HISTORY     - Date     Condition        Report By
 LW0739  HISTORY     - 1965     MONUMENTED       CGS
 LW0739  HISTORY     - 1984     GOOD             USPSQD
 LW0739  HISTORY     - 1984     GOOD             NGS
 LW0739  HISTORY     - 1988     GOOD             USPSQD
 LW0739  HISTORY     - 1988     GOOD             USPSQD
 LW0739  HISTORY     - 1989     GOOD             USPSQD
 LW0739  HISTORY     - 1990     GOOD             USPSQD
 LW0739  HISTORY     - 20050513 GOOD             NRCS
 LW0739
 LW0739                          STATION DESCRIPTION
 LW0739
 LW0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0739'1.8 MI SW FROM PAWCATUCK.
 LW0739'1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0739'STATE HIGHWAY 2 AT PAWCATUCK, NEAR THE WEST CORNER OF THE
 LW0739'STONINGTON HIGH SCHOOL YARD, SET ON THE TOP OF THE HIGHEST PART
 LW0739'OF A MASS OF OUTCROP, 124 FEET WEST OF THE WEST CORNER OF THE
 LW0739'STONINGTON HIGH SCHOOL, 97.5 FEET SOUTHEAST OF THE CENTER LINE
 LW0739'OF THE HIGHWAY, 55.5 FEET NORTHEAST OF THE NORTHEAST CONCRETE
 LW0739'CURB OF A BLACK TOP STREET LEADING SOUTHEAST FROM THE HIGHWAY, 48
 LW0739'FEET NORTH OF POWER LINE POLE 2947 AND ABOUT 2 FEET ABOVE THE
 LW0739'LEVEL OF THE HIGHWAY.
 LW0739
 LW0739                          STATION RECOVERY (1984)
 LW0739
 LW0739'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0739'RECOVERED IN GOOD CONDITION.
 LW0739
 LW0739                          STATION RECOVERY (1984)
 LW0739
 LW0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW0739'RECOVERED IN GOOD CONDITION.
 LW0739
 LW0739                          STATION RECOVERY (1988)
 LW0739
 LW0739'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0739'RECOVERED IN GOOD CONDITION.
 LW0739
 LW0739                          STATION RECOVERY (1988)
 LW0739
 LW0739'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0739'RECOVERED IN GOOD CONDITION.
 LW0739
 LW0739                          STATION RECOVERY (1989)
 LW0739
 LW0739'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0739'RECOVERED IN GOOD CONDITION.
 LW0739
 LW0739                          STATION RECOVERY (1990)
 LW0739
 LW0739'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0739'RECOVERED IN GOOD CONDITION.
 LW0739
 LW0739                          STATION RECOVERY (2005)
 LW0739
 LW0739'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW0739'NEARBY TREE TO THE SW MAY INTERFERE WITH GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0421 ***********************************************************************
 LX0421  DESIGNATION -  C 4
 LX0421  PID         -  LX0421
 LX0421  STATE/COUNTY-  CT/NEW HAVEN
 LX0421  USGS QUAD   -  GUILFORD (1984)
 LX0421
 LX0421                         *CURRENT SURVEY CONTROL
 LX0421  ___________________________________________________________________
 LX0421* NAD 83(1986)-  41 16 08.     (N)    072 44 46.     (W)     SCALED    
 LX0421* NAVD 88     -        10.011  (meters)      32.84   (feet)  POSTED    
 LX0421  ___________________________________________________________________
 LX0421  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX0421  DYNAMIC HT  -          10.010 (meters)      32.84  (feet)  COMP
 LX0421  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX0421
 LX0421  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0421
 LX0421.The horizontal coordinates were scaled from a topographic map and have
 LX0421.an estimated accuracy of +/- 6 seconds.
 LX0421
 LX0421.The orthometric height was determined by differential leveling
 LX0421.and adjusted by the National Geodetic Survey in 1992..
 LX0421.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0421.rate of 1.1 thru 2.0 mm/km.
 LX0421
 LX0421.The geoid height was determined by GEOID03.
 LX0421
 LX0421.The dynamic height is computed by dividing the NAVD 88
 LX0421.geopotential number by the normal gravity value computed on the
 LX0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0421.degrees latitude (g = 980.6199 gals.).
 LX0421
 LX0421.The modeled gravity was interpolated from observed gravity values.
 LX0421
 LX0421;                    North         East    Units  Estimated Accuracy
 LX0421;SPC CT       -   200,770.      305,130.      MT  (+/- 180 meters Scaled)
 LX0421
 LX0421                          SUPERSEDED SURVEY CONTROL
 LX0421
 LX0421.No superseded survey control is available for this station.
 LX0421
 LX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL887710(NAD 83)
 LX0421_MARKER: DB = BENCH MARK DISK
 LX0421_SETTING: 66 = SET IN ROCK OUTCROP
 LX0421_SP_SET: ROCK LEDGE
 LX0421_STAMPING: ELEV 33.855 FT C 4 1922
 LX0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0421+STABILITY: POSITION/ELEVATION WELL
 LX0421
 LX0421  HISTORY     - Date     Condition        Report By
 LX0421  HISTORY     - 1922     MONUMENTED       CGS
 LX0421  HISTORY     - 1965     GOOD             NGS
 LX0421  HISTORY     - 19910316 GOOD             USPSQD
 LX0421
 LX0421                          STATION DESCRIPTION
 LX0421
 LX0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0421'0.3 MI E FROM STONY CREEK.
 LX0421'0.3 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0421'FROM THE STATION AT STONY CREEK, ABOUT 40 1/2 RAILS EAST OF THE
 LX0421'EAST END OF THE RAILROAD OVERPASS OVER THIMBLE ISLAND ROAD,
 LX0421'ABOUT 150 FEET NORTHWEST AND ACROSS THE TRACK FROM SEMAPHORE
 LX0421'85.2, SET ON THE TOP OF THE SOUTHEAST END OF A V SHAPED ROCK
 LX0421'WHICH IS PART OF A SOLID ROCK LEDGE 12 FEET NORTH OF THE NORTH
 LX0421'RAIL AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 LX0421
 LX0421                          STATION RECOVERY (1991)
 LX0421
 LX0421'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0844 ***********************************************************************
 LX0844  DESIGNATION -  C 44 1 C OF B
 LX0844  PID         -  LX0844
 LX0844  STATE/COUNTY-  CT/FAIRFIELD
 LX0844  USGS QUAD   -  BRIDGEPORT (1984)
 LX0844
 LX0844                         *CURRENT SURVEY CONTROL
 LX0844  ___________________________________________________________________
 LX0844* NAD 83(1986)-  41 11 38.     (N)    073 12 21.     (W)     SCALED    
 LX0844* NAVD 88     -        17.181  (meters)      56.37   (feet)  ADJUSTED  
 LX0844  ___________________________________________________________________
 LX0844  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0844  DYNAMIC HT  -          17.176 (meters)      56.35  (feet)  COMP
 LX0844  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LX0844
 LX0844  VERT ORDER  -  FIRST     CLASS I
 LX0844
 LX0844.The horizontal coordinates were scaled from a topographic map and have
 LX0844.an estimated accuracy of +/- 6 seconds.
 LX0844
 LX0844.The orthometric height was determined by differential leveling
 LX0844.and adjusted by the National Geodetic Survey in June 1991..
 LX0844
 LX0844.The geoid height was determined by GEOID03.
 LX0844
 LX0844.The dynamic height is computed by dividing the NAVD 88
 LX0844.geopotential number by the normal gravity value computed on the
 LX0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0844.degrees latitude (g = 980.6199 gals.).
 LX0844
 LX0844.The modeled gravity was interpolated from observed gravity values.
 LX0844
 LX0844;                    North         East    Units  Estimated Accuracy
 LX0844;SPC CT       -   192,540.      266,560.      MT  (+/- 180 meters Scaled)
 LX0844
 LX0844                          SUPERSEDED SURVEY CONTROL
 LX0844
 LX0844.No superseded survey control is available for this station.
 LX0844
 LX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL504618(NAD 83)
 LX0844_MARKER: DD = SURVEY DISK
 LX0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0844_MARK LOGO: CT0080
 LX0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0844+STABILITY: SURFACE MOTION
 LX0844
 LX0844  HISTORY     - Date     Condition        Report By
 LX0844  HISTORY     - UNK      MONUMENTED       CT0080
 LX0844  HISTORY     - 1965     GOOD             NGS
 LX0844  HISTORY     - 1985     GOOD             NGS
 LX0844
 LX0844                          STATION DESCRIPTION
 LX0844
 LX0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0844'AT BRIDGEPORT.
 LX0844'AT BRIDGEPORT, AT THE INTERSECTION OF MADISON AVENUE AND CAPITOL
 LX0844'AVENUE, ABOUT DIRECTLY IN THE CENTER OF SIDEWALK, 6.2 FEET WEST
 LX0844'OF THE WEST CURB OF MADISON AVENUE, 7.4 FEET NORTH OF THE NORTH
 LX0844'CURB OF CAPITOL AVENUE, ABOUT LEVEL WITH THE AVENUES AND SET
 LX0844'IN THE TOP OF A CONCRETE POST 1 INCH ABOVE THE LEVEL OF THE
 LX0844'SIDEWALK.
 LX0844
 LX0844                          STATION RECOVERY (1985)
 LX0844
 LX0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0844'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IN QUAD 410732 IS
 LX0844'ADEQUATE EXCEPT MARK IS FLUSH WITH THE SIDEWALK INSTEAD OF 1 INCH
 LX0844'ABOVE.  THERE IS NO STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1671 ***********************************************************************
 LX1671  DESIGNATION -  C 49
 LX1671  PID         -  LX1671
 LX1671  STATE/COUNTY-  CT/HARTFORD
 LX1671  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1671
 LX1671                         *CURRENT SURVEY CONTROL
 LX1671  ___________________________________________________________________
 LX1671* NAD 83(1986)-  41 52 56.     (N)    072 37 32.     (W)     SCALED    
 LX1671* NAVD 88     -        11.296  (meters)      37.06   (feet)  ADJUSTED  
 LX1671  ___________________________________________________________________
 LX1671  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX1671  DYNAMIC HT  -          11.293 (meters)      37.05  (feet)  COMP
 LX1671  MODELED GRAV-     980,328.1   (mgal)                       NAVD 88
 LX1671
 LX1671  VERT ORDER  -  FIRST     CLASS II
 LX1671
 LX1671.The horizontal coordinates were scaled from a topographic map and have
 LX1671.an estimated accuracy of +/- 6 seconds.
 LX1671
 LX1671.The orthometric height was determined by differential leveling
 LX1671.and adjusted by the National Geodetic Survey in June 1991..
 LX1671
 LX1671.The geoid height was determined by GEOID03.
 LX1671
 LX1671.The dynamic height is computed by dividing the NAVD 88
 LX1671.geopotential number by the normal gravity value computed on the
 LX1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1671.degrees latitude (g = 980.6199 gals.).
 LX1671
 LX1671.The modeled gravity was interpolated from observed gravity values.
 LX1671
 LX1671;                    North         East    Units  Estimated Accuracy
 LX1671;SPC CT       -   268,900.      315,130.      MT  (+/- 180 meters Scaled)
 LX1671
 LX1671                          SUPERSEDED SURVEY CONTROL
 LX1671
 LX1671.No superseded survey control is available for this station.
 LX1671
 LX1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM970394(NAD 83)
 LX1671_MARKER: DB = BENCH MARK DISK
 LX1671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1671_SP_SET: HEADWALL
 LX1671_STAMPING: C 49 1978
 LX1671_MARK LOGO: NGS   
 LX1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1671+STABILITY: SURFACE MOTION
 LX1671
 LX1671  HISTORY     - Date     Condition        Report By
 LX1671  HISTORY     - 1978     MONUMENTED       NGS
 LX1671  HISTORY     - 1986     GOOD             NGS
 LX1671
 LX1671                          STATION DESCRIPTION
 LX1671
 LX1671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1671'2.55 MILE NE FROM WINDSOR.
 LX1671'2.55 MILES NORTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1671'WINDSOR TO THE MARK ON THE RIGHT, SET IN THE NORTHEAST CORNER OF THE
 LX1671'HEAD WALL OF A LARGE CULVERT RUNNING UNDER HIGHWAY 159, 131 FEET
 LX1671'SOUTHEAST OF A FIRE HYDRANT WHICH IS ACROSS THE HIGHWAY 51.5 FEET
 LX1671'SOUTHEAST OF POWER POLE NUMBER 809 WHICH IS ACROSS THE HIGHWAY,
 LX1671'21 FEET EAST OF THE CENTER LINE OF HIGHWAY 159.
 LX1671
 LX1671                          STATION RECOVERY (1986)
 LX1671
 LX1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1644 ***********************************************************************
 LX1644  DESIGNATION -  C 50
 LX1644  PID         -  LX1644
 LX1644  STATE/COUNTY-  CT/HARTFORD
 LX1644  USGS QUAD   -  MERIDEN (1992)
 LX1644
 LX1644                         *CURRENT SURVEY CONTROL
 LX1644  ___________________________________________________________________
 LX1644* NAD 83(1986)-  41 35 36.     (N)    072 46 58.     (W)     SCALED    
 LX1644* NAVD 88     -        60.646  (meters)     198.97   (feet)  ADJUSTED  
 LX1644  ___________________________________________________________________
 LX1644  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX1644  DYNAMIC HT  -          60.627 (meters)     198.91  (feet)  COMP
 LX1644  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX1644
 LX1644  VERT ORDER  -  FIRST     CLASS II
 LX1644
 LX1644.The horizontal coordinates were scaled from a topographic map and have
 LX1644.an estimated accuracy of +/- 6 seconds.
 LX1644
 LX1644.The orthometric height was determined by differential leveling
 LX1644.and adjusted by the National Geodetic Survey in June 1991..
 LX1644
 LX1644.The geoid height was determined by GEOID03.
 LX1644
 LX1644.The dynamic height is computed by dividing the NAVD 88
 LX1644.geopotential number by the normal gravity value computed on the
 LX1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1644.degrees latitude (g = 980.6199 gals.).
 LX1644
 LX1644.The modeled gravity was interpolated from observed gravity values.
 LX1644
 LX1644;                    North         East    Units  Estimated Accuracy
 LX1644;SPC CT       -   236,810.      302,070.      MT  (+/- 180 meters Scaled)
 LX1644
 LX1644                          SUPERSEDED SURVEY CONTROL
 LX1644
 LX1644.No superseded survey control is available for this station.
 LX1644
 LX1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM847070(NAD 83)
 LX1644_MARKER: DB = BENCH MARK DISK
 LX1644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1644_SP_SET: STAINLESS STEEL ROD
 LX1644_STAMPING: C 50 1978
 LX1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1644
 LX1644  HISTORY     - Date     Condition        Report By
 LX1644  HISTORY     - 1978     MONUMENTED       NGS
 LX1644
 LX1644                          STATION DESCRIPTION
 LX1644
 LX1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1644'5.95 MILE NW FROM MERIDEN.
 LX1644'1.4 MILES WEST ALONG WEST MAIN STREET FROM THE COMMEMORATIVE WORLD
 LX1644'WAR MONUMENT AT THE JUNCTION OF STATE HIGHWAY 5 AND EAST AND WEST
 LX1644'MAIN IN MERIDEN, THENCE 3.6 MILES NORTH ALONG STATE HIGHWAY 71,THENCE
 LX1644'0.95 MILE EAST ALONG ORCHARD ROAD TO THE MARK ON THE LEFT, SET
 LX1644'BETWEEN A METAL FENCE POST AND A CONCRETE POST ROAD SIGN AT THE
 LX1644'JUNCTION OF ORCHARD ROAD AND KENSINGTON ROAD, 29 FEET EAST OF THE
 LX1644'CENTER LINE OF KENSINGTON ROAD, 27 FEET NORTHWEST OF THE CENTER LINE
 LX1644'OF THE CENTER LINE OF ORCHARD ROAD, 2 FEET NORTH OF A CONCRETE
 LX1644'POST ROAD SIGN, 2 FEET SOUTH OF A METAL FENCE POST, ROD DRIVEN TO
 LX1644'45 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1621 ***********************************************************************
 LX1621  DESIGNATION -  C 51
 LX1621  PID         -  LX1621
 LX1621  STATE/COUNTY-  CT/NEW HAVEN
 LX1621  USGS QUAD   -  NEW HAVEN (1984)
 LX1621
 LX1621                         *CURRENT SURVEY CONTROL
 LX1621  ___________________________________________________________________
 LX1621* NAD 83(1986)-  41 18 58.     (N)    072 54 20.     (W)     SCALED    
 LX1621* NAVD 88     -         3.872  (meters)      12.70   (feet)  ADJUSTED  
 LX1621  ___________________________________________________________________
 LX1621  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX1621  DYNAMIC HT  -           3.870 (meters)      12.70  (feet)  COMP
 LX1621  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX1621
 LX1621  VERT ORDER  -  FIRST     CLASS II
 LX1621
 LX1621.The horizontal coordinates were scaled from a topographic map and have
 LX1621.an estimated accuracy of +/- 6 seconds.
 LX1621
 LX1621.The orthometric height was determined by differential leveling
 LX1621.and adjusted by the National Geodetic Survey in June 1991..
 LX1621
 LX1621.The geoid height was determined by GEOID03.
 LX1621
 LX1621.The dynamic height is computed by dividing the NAVD 88
 LX1621.geopotential number by the normal gravity value computed on the
 LX1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1621.degrees latitude (g = 980.6199 gals.).
 LX1621
 LX1621.The modeled gravity was interpolated from observed gravity values.
 LX1621
 LX1621;                    North         East    Units  Estimated Accuracy
 LX1621;SPC CT       -   206,030.      291,780.      MT  (+/- 180 meters Scaled)
 LX1621
 LX1621                          SUPERSEDED SURVEY CONTROL
 LX1621
 LX1621.No superseded survey control is available for this station.
 LX1621
 LX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL753759(NAD 83)
 LX1621_MARKER: DB = BENCH MARK DISK
 LX1621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1621_SP_SET: ABUTMENT
 LX1621_STAMPING: C 51 1978
 LX1621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1621
 LX1621  HISTORY     - Date     Condition        Report By
 LX1621  HISTORY     - 1978     MONUMENTED       NGS
 LX1621
 LX1621                          STATION DESCRIPTION
 LX1621
 LX1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1621'IN NEW HAVEN.
 LX1621'IN NEW HAVEN 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 5 WHICH IS ALSO
 LX1621'STATE STREET, FROM THE U.S. HIGHWAY 91 OVERPASS BRIDGE OVER HIGHWAY 5
 LX1621'SET IN THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER MILL RIVER, 0.6 FEET
 LX1621'NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 11.5 FEET WEST OF
 LX1621'THE CORNER POST OF A CHAIN LINK FENCE, 30 FEET SOUTH OF THE CENTER
 LX1621'LINE OF HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0085 ***********************************************************************
 LX0085  DESIGNATION -  C 5=102
 LX0085  PID         -  LX0085
 LX0085  STATE/COUNTY-  CT/MIDDLESEX
 LX0085  USGS QUAD   -  ESSEX (1977)
 LX0085
 LX0085                         *CURRENT SURVEY CONTROL
 LX0085  ___________________________________________________________________
 LX0085* NAD 83(1986)-  41 17 40.     (N)    072 23 32.     (W)     SCALED    
 LX0085* NAVD 88     -         4.466  (meters)      14.65   (feet)  POSTED    
 LX0085  ___________________________________________________________________
 LX0085  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX0085  DYNAMIC HT  -           4.460 (meters)      14.63  (feet)  COMP
 LX0085  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX0085
 LX0085  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0085
 LX0085.The horizontal coordinates were scaled from a topographic map and have
 LX0085.an estimated accuracy of +/- 6 seconds.
 LX0085
 LX0085.The orthometric height was determined by differential leveling
 LX0085.and adjusted by the National Geodetic Survey in 1992..
 LX0085.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0085.rate of 2.1 thru 3.0 mm/km.
 LX0085
 LX0085.The geoid height was determined by GEOID03.
 LX0085
 LX0085.The dynamic height is computed by dividing the NAVD 88
 LX0085.geopotential number by the normal gravity value computed on the
 LX0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0085.degrees latitude (g = 980.6199 gals.).
 LX0085
 LX0085.The modeled gravity was interpolated from observed gravity values.
 LX0085
 LX0085;                    North         East    Units  Estimated Accuracy
 LX0085;SPC CT       -   203,670.      334,770.      MT  (+/- 180 meters Scaled)
 LX0085
 LX0085                          SUPERSEDED SURVEY CONTROL
 LX0085
 LX0085.No superseded survey control is available for this station.
 LX0085
 LX0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL183747(NAD 83)
 LX0085_MARKER: Z = SEE DESCRIPTION
 LX0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0085_SP_SET: ABUTMENT
 LX0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0085
 LX0085  HISTORY     - Date     Condition        Report By
 LX0085  HISTORY     - UNK      MONUMENTED       DOD
 LX0085  HISTORY     - 1965     GOOD             NGS
 LX0085  HISTORY     - 1988     GOOD             USPSQD
 LX0085  HISTORY     - 1989     GOOD             USPSQD
 LX0085  HISTORY     - 1990     GOOD             USPSQD
 LX0085  HISTORY     - 19900505 GOOD             USPSQD
 LX0085
 LX0085                          STATION DESCRIPTION
 LX0085
 LX0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0085'0.7 MI W FROM OLD SAYBROOK.
 LX0085'ABOUT 0.7 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0085'RAILROAD FROM THE STATION AT OLD SAYBROOK, THE HIGH POINT ON
 LX0085'THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH END OF THE EAST
 LX0085'ABUTMENT OF THE CONCRETE BRIDGE (THE OLD ORIGINAL BRIDGE) OVER
 LX0085'THE OYSTER RIVER, 4.5 FEET SOUTH OF THE SOUTH RAIL AND 1 FOOT
 LX0085'BELOW THE LEVEL OF THE TRACK.
 LX0085
 LX0085                          STATION RECOVERY (1988)
 LX0085
 LX0085'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0085'RECOVERED IN GOOD CONDITION.
 LX0085
 LX0085                          STATION RECOVERY (1989)
 LX0085
 LX0085'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0085'RECOVERED IN GOOD CONDITION.
 LX0085
 LX0085                          STATION RECOVERY (1990)
 LX0085
 LX0085'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0085'RECOVERED IN GOOD CONDITION.
 LX0085
 LX0085                          STATION RECOVERY (1990)
 LX0085
 LX0085'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1459 ***********************************************************************
 MZ1459  DESIGNATION -  C 53
 MZ1459  PID         -  MZ1459
 MZ1459  STATE/COUNTY-  CT/LITCHFIELD
 MZ1459  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1459
 MZ1459                         *CURRENT SURVEY CONTROL
 MZ1459  ___________________________________________________________________
 MZ1459* NAD 83(1986)-  42 01 19.     (N)    073 19 02.     (W)     SCALED    
 MZ1459* NAVD 88     -       217.050  (meters)     712.10   (feet)  ADJUSTED  
 MZ1459  ___________________________________________________________________
 MZ1459  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 MZ1459  DYNAMIC HT  -         216.977 (meters)     711.87  (feet)  COMP
 MZ1459  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 MZ1459
 MZ1459  VERT ORDER  -  FIRST     CLASS II
 MZ1459
 MZ1459.The horizontal coordinates were scaled from a topographic map and have
 MZ1459.an estimated accuracy of +/- 6 seconds.
 MZ1459
 MZ1459.The orthometric height was determined by differential leveling
 MZ1459.and adjusted by the National Geodetic Survey in June 1991..
 MZ1459
 MZ1459.The geoid height was determined by GEOID03.
 MZ1459
 MZ1459.The dynamic height is computed by dividing the NAVD 88
 MZ1459.geopotential number by the normal gravity value computed on the
 MZ1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1459.degrees latitude (g = 980.6199 gals.).
 MZ1459
 MZ1459.The modeled gravity was interpolated from observed gravity values.
 MZ1459
 MZ1459;                    North         East    Units  Estimated Accuracy
 MZ1459;SPC CT       -   284,570.      257,820.      MT  (+/- 180 meters Scaled)
 MZ1459
 MZ1459                          SUPERSEDED SURVEY CONTROL
 MZ1459
 MZ1459.No superseded survey control is available for this station.
 MZ1459
 MZ1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM393535(NAD 83)
 MZ1459_MARKER: DB = BENCH MARK DISK
 MZ1459_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1459_SP_SET: ROCK OUTCROP
 MZ1459_STAMPING: C 53 1984
 MZ1459_MARK LOGO: NGS   
 MZ1459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1459+STABILITY: POSITION/ELEVATION WELL
 MZ1459
 MZ1459  HISTORY     - Date     Condition        Report By
 MZ1459  HISTORY     - 1984     MONUMENTED       NGS
 MZ1459
 MZ1459                          STATION DESCRIPTION
 MZ1459
 MZ1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1459'0.6 KM (0.4 MI) SE FROM CANAAN.
 MZ1459'0.6 KM (0.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 MZ1459'U.S. HIGHWAY 7 IN CANAAN TO THE MARK ON THE LEFT, IN A ROCK CUT,
 MZ1459'0.61 METER (3.0 FT) ABOVE THE SURFACE OF THE GROUND, 8.62 METERS
 MZ1459'(28.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.23 METERS
 MZ1459'(43.4 FT) SOUTHEAST OF A HIGHWAY SIGN (T-JUNCTION), 9.75 METERS
 MZ1459'(32.0 FT) NORTHWEST OF THE NORTH CORNER OF A STORM DRAIN.
 MZ1459'THE MARK IS 0.40 METERS  SE FROM A WITNESS POST.
 MZ1459'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1859 ***********************************************************************
 LX1859  DESIGNATION -  C 54
 LX1859  PID         -  LX1859
 LX1859  STATE/COUNTY-  CT/FAIRFIELD
 LX1859  USGS QUAD   -  NORWALK NORTH (1975)
 LX1859
 LX1859                         *CURRENT SURVEY CONTROL
 LX1859  ___________________________________________________________________
 LX1859* NAD 83(1986)-  41 07 38.     (N)    073 25 18.     (W)     SCALED    
 LX1859* NAVD 88     -        19.451  (meters)      63.82   (feet)  ADJUSTED  
 LX1859  ___________________________________________________________________
 LX1859  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX1859  DYNAMIC HT  -          19.444 (meters)      63.79  (feet)  COMP
 LX1859  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LX1859
 LX1859  VERT ORDER  -  FIRST     CLASS II
 LX1859
 LX1859.The horizontal coordinates were scaled from a topographic map and have
 LX1859.an estimated accuracy of +/- 6 seconds.
 LX1859
 LX1859.The orthometric height was determined by differential leveling
 LX1859.and adjusted by the National Geodetic Survey in June 1991..
 LX1859
 LX1859.The geoid height was determined by GEOID03.
 LX1859
 LX1859.The dynamic height is computed by dividing the NAVD 88
 LX1859.geopotential number by the normal gravity value computed on the
 LX1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1859.degrees latitude (g = 980.6199 gals.).
 LX1859
 LX1859.The modeled gravity was interpolated from observed gravity values.
 LX1859
 LX1859;                    North         East    Units  Estimated Accuracy
 LX1859;SPC CT       -   185,260.      248,400.      MT  (+/- 180 meters Scaled)
 LX1859
 LX1859                          SUPERSEDED SURVEY CONTROL
 LX1859
 LX1859.No superseded survey control is available for this station.
 LX1859
 LX1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL324540(NAD 83)
 LX1859_MARKER: I = METAL ROD
 LX1859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1859_SP_SET: STAINLESS STEEL ROD
 LX1859_STAMPING: C 54 1984
 LX1859_MARK LOGO: NGS   
 LX1859_PROJECTION: FLUSH
 LX1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1859_ROD/PIPE-DEPTH: 3.4  meters
 LX1859
 LX1859  HISTORY     - Date     Condition        Report By
 LX1859  HISTORY     - 1984     MONUMENTED       NGS
 LX1859
 LX1859                          STATION DESCRIPTION
 LX1859
 LX1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1859'IN NORWALK.
 LX1859'IN NORWALK, ALONG MAIN STREET, NEAR THE INTERSECTION OF NEW CANAAN
 LX1859'ROAD, ON THE PROPERTY OF AN OFFICE BUILDING NUMBER 194, 9.14 METERS
 LX1859'(30.0 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST CURB OF MAIN STREET,
 LX1859'5.79 METERS (19.0 FT) NORTH OF THE CENTER OF THE MAIN ENTRANCE DOOR ON
 LX1859'THE WEST SIDE OF THE BUILDING, 0.43 METER (1.4 FT) SOUTHWEST OF THE
 LX1859'NORTHWEST CORNER OF THE BUILDING.
 LX1859'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2009 ***********************************************************************
 LX2009  DESIGNATION -  C 55
 LX2009  PID         -  LX2009
 LX2009  STATE/COUNTY-  CT/LITCHFIELD
 LX2009  USGS QUAD   -  WINSTED (1984)
 LX2009
 LX2009                         *CURRENT SURVEY CONTROL
 LX2009  ___________________________________________________________________
 LX2009* NAD 83(1986)-  41 54 41.     (N)    073 01 22.     (W)     SCALED    
 LX2009* NAVD 88     -       203.039  (meters)     666.14   (feet)  ADJUSTED  
 LX2009  ___________________________________________________________________
 LX2009  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 LX2009  DYNAMIC HT  -         202.973 (meters)     665.92  (feet)  COMP
 LX2009  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 LX2009
 LX2009  VERT ORDER  -  FIRST     CLASS II
 LX2009
 LX2009.The horizontal coordinates were scaled from a topographic map and have
 LX2009.an estimated accuracy of +/- 6 seconds.
 LX2009
 LX2009.The orthometric height was determined by differential leveling
 LX2009.and adjusted by the National Geodetic Survey in June 1991..
 LX2009
 LX2009.The geoid height was determined by GEOID03.
 LX2009
 LX2009.The dynamic height is computed by dividing the NAVD 88
 LX2009.geopotential number by the normal gravity value computed on the
 LX2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2009.degrees latitude (g = 980.6199 gals.).
 LX2009
 LX2009.The modeled gravity was interpolated from observed gravity values.
 LX2009
 LX2009;                    North         East    Units  Estimated Accuracy
 LX2009;SPC CT       -   272,170.      282,170.      MT  (+/- 180 meters Scaled)
 LX2009
 LX2009                          SUPERSEDED SURVEY CONTROL
 LX2009
 LX2009.No superseded survey control is available for this station.
 LX2009
 LX2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM639418(NAD 83)
 LX2009_MARKER: DB = BENCH MARK DISK
 LX2009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2009_SP_SET: HEADWALL
 LX2009_STAMPING: C 55 1984
 LX2009_MARK LOGO: NGS   
 LX2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2009+STABILITY: SURFACE MOTION
 LX2009
 LX2009  HISTORY     - Date     Condition        Report By
 LX2009  HISTORY     - 1984     MONUMENTED       NGS
 LX2009
 LX2009                          STATION DESCRIPTION
 LX2009
 LX2009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2009'4.7 KM (2.9 MI) ESE FROM WINSTED.
 LX2009'4.7 KM (2.9 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE POST
 LX2009'OFFICE IN WINSTED TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF
 LX2009'THE EAST HEADWALL OF A CULVERT, 13.10 METERS (43.0 FT) NORTH OF THE
 LX2009'CENTERLINE OF THE HIGHWAY, 16.15 METERS (53.0 FT) EAST-NORTHEAST OF
 LX2009'POWER POLE 288, 9.75 METERS (32.0 FT) NORTHEAST OF THE WEST END OF A
 LX2009'WOODEN POST AND CABLE GUARD RAIL.
 LX2009'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 LX2009'THE MARK IS 1.21 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1659 ***********************************************************************
 LW1659  DESIGNATION -  C 56
 LW1659  PID         -  LW1659
 LW1659  STATE/COUNTY-  CT/WINDHAM
 LW1659  USGS QUAD   -  PUTNAM (1970)
 LW1659
 LW1659                         *CURRENT SURVEY CONTROL
 LW1659  ___________________________________________________________________
 LW1659* NAD 83(1986)-  41 59 43.     (N)    071 59 56.     (W)     SCALED    
 LW1659* NAVD 88     -       140.484  (meters)     460.90   (feet)  ADJUSTED  
 LW1659  ___________________________________________________________________
 LW1659  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LW1659  DYNAMIC HT  -         140.438 (meters)     460.75  (feet)  COMP
 LW1659  MODELED GRAV-     980,292.6   (mgal)                       NAVD 88
 LW1659
 LW1659  VERT ORDER  -  FIRST     CLASS II
 LW1659
 LW1659.The horizontal coordinates were scaled from a topographic map and have
 LW1659.an estimated accuracy of +/- 6 seconds.
 LW1659
 LW1659.The orthometric height was determined by differential leveling
 LW1659.and adjusted by the National Geodetic Survey in June 1991..
 LW1659
 LW1659.The geoid height was determined by GEOID03.
 LW1659
 LW1659.The dynamic height is computed by dividing the NAVD 88
 LW1659.geopotential number by the normal gravity value computed on the
 LW1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1659.degrees latitude (g = 980.6199 gals.).
 LW1659
 LW1659.The modeled gravity was interpolated from observed gravity values.
 LW1659
 LW1659;                    North         East    Units  Estimated Accuracy
 LW1659;SPC CT       -   281,720.      367,040.      MT  (+/- 180 meters Scaled)
 LW1659
 LW1659                          SUPERSEDED SURVEY CONTROL
 LW1659
 LW1659.No superseded survey control is available for this station.
 LW1659
 LW1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG516536(NAD 83)
 LW1659_MARKER: DB = BENCH MARK DISK
 LW1659_SETTING: 66 = SET IN ROCK OUTCROP
 LW1659_SP_SET: ROCK OUTCROP
 LW1659_STAMPING: C 56 1984
 LW1659_MARK LOGO: NGS   
 LW1659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1659+STABILITY: POSITION/ELEVATION WELL
 LW1659
 LW1659  HISTORY     - Date     Condition        Report By
 LW1659  HISTORY     - 1984     MONUMENTED       NGS
 LW1659  HISTORY     - 1984     GOOD             NGS
 LW1659  HISTORY     - 1986     GOOD             NGS
 LW1659  HISTORY     - 19961001 GOOD             USPSQD
 LW1659
 LW1659                          STATION DESCRIPTION
 LW1659
 LW1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1659'IN NORTH WOODSTOCK.
 LW1659'IN NORTH WOODSTOCK, 0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 169 FROM
 LW1659'THE JUNCTION OF STATE HIGHWAY 197, ON THE SOUTH SIDE OF A SINGLE STORY
 LW1659'HOUSE, IN TOP OF EXPOSED OUTCROP, IN AN OPEN PASTURE, 17.70 METERS
 LW1659'(58.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 21.80 METERS
 LW1659'(71.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 LW1659'11.12 METERS (36.5 FT) SOUTHEAST OF THE NORTHWEST CORNER POST OF A
 LW1659'WIRE FENCE.
 LW1659'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 LW1659'THE MARK IS 2.43 M ABOVE HIGHWAY.
 LW1659
 LW1659                          STATION RECOVERY (1984)
 LW1659
 LW1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1659'RECOVERED IN GOOD CONDITION.
 LW1659
 LW1659                          STATION RECOVERY (1986)
 LW1659
 LW1659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1659'RECOVERED IN GOOD CONDITION.
 LW1659
 LW1659                          STATION RECOVERY (1996)
 LW1659
 LW1659'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1892 ***********************************************************************
 LX1892  DESIGNATION -  C 57
 LX1892  PID         -  LX1892
 LX1892  STATE/COUNTY-  CT/FAIRFIELD
 LX1892  USGS QUAD   -  DANBURY (1984)
 LX1892
 LX1892                         *CURRENT SURVEY CONTROL
 LX1892  ___________________________________________________________________
 LX1892* NAD 83(1986)-  41 22 58.     (N)    073 28 30.     (W)     SCALED    
 LX1892* NAVD 88     -       146.234  (meters)     479.77   (feet)  ADJUSTED  
 LX1892  ___________________________________________________________________
 LX1892  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1892  DYNAMIC HT  -         146.185 (meters)     479.61  (feet)  COMP
 LX1892  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX1892
 LX1892  VERT ORDER  -  FIRST     CLASS II
 LX1892
 LX1892.The horizontal coordinates were scaled from a topographic map and have
 LX1892.an estimated accuracy of +/- 6 seconds.
 LX1892
 LX1892.The orthometric height was determined by differential leveling
 LX1892.and adjusted by the National Geodetic Survey in June 1991..
 LX1892
 LX1892.The geoid height was determined by GEOID03.
 LX1892
 LX1892.The dynamic height is computed by dividing the NAVD 88
 LX1892.geopotential number by the normal gravity value computed on the
 LX1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1892.degrees latitude (g = 980.6199 gals.).
 LX1892
 LX1892.The modeled gravity was interpolated from observed gravity values.
 LX1892
 LX1892;                    North         East    Units  Estimated Accuracy
 LX1892;SPC CT       -   213,680.      244,160.      MT  (+/- 180 meters Scaled)
 LX1892
 LX1892                          SUPERSEDED SURVEY CONTROL
 LX1892
 LX1892.No superseded survey control is available for this station.
 LX1892
 LX1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL275823(NAD 83)
 LX1892_MARKER: DB = BENCH MARK DISK
 LX1892_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1892_SP_SET: ABUTMENT
 LX1892_STAMPING: C 57 1984
 LX1892_MARK LOGO: NGS   
 LX1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1892
 LX1892  HISTORY     - Date     Condition        Report By
 LX1892  HISTORY     - 1984     MONUMENTED       NGS
 LX1892
 LX1892                          STATION DESCRIPTION
 LX1892
 LX1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1892'IN DANBURY.
 LX1892'IN DANBURY, AT THE INTERSTATE 84 AND U.S. HIGHWAY 7 NORTH BOUND
 LX1892'HIGHWAY BRIDGE OVER AMTRAK RAILROAD, IN TOP OF THE NORTH END OF THE
 LX1892'EAST WALKWAY (ALSO ABUTMENT) OF THE BRIDGE, 0.1 KM (0.05 MI) SOUTH OF
 LX1892'THE INTERSTATE 84 WEST EXIT RAMP ENTRANCE, 7.16 METERS (23.5 FT) SOUTH
 LX1892'OF THE NORTH END OF THE EAST WALKWAY OF THE BRIDGE, 5.18 METERS
 LX1892'(17.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 LX1892'HIGHWAY.
 LX1892'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1984 ***********************************************************************
 LX1984  DESIGNATION -  C 58
 LX1984  PID         -  LX1984
 LX1984  STATE/COUNTY-  CT/LITCHFIELD
 LX1984  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1984
 LX1984                         *CURRENT SURVEY CONTROL
 LX1984  ___________________________________________________________________
 LX1984* NAD 83(1986)-  41 59 31.     (N)    073 19 48.     (W)     SCALED    
 LX1984* NAVD 88     -       219.286  (meters)     719.44   (feet)  ADJUSTED  
 LX1984  ___________________________________________________________________
 LX1984  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1984  DYNAMIC HT  -         219.213 (meters)     719.20  (feet)  COMP
 LX1984  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX1984
 LX1984  VERT ORDER  -  FIRST     CLASS II
 LX1984
 LX1984.The horizontal coordinates were scaled from a topographic map and have
 LX1984.an estimated accuracy of +/- 6 seconds.
 LX1984
 LX1984.The orthometric height was determined by differential leveling
 LX1984.and adjusted by the National Geodetic Survey in June 1991..
 LX1984
 LX1984.The geoid height was determined by GEOID03.
 LX1984
 LX1984.The dynamic height is computed by dividing the NAVD 88
 LX1984.geopotential number by the normal gravity value computed on the
 LX1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1984.degrees latitude (g = 980.6199 gals.).
 LX1984
 LX1984.The modeled gravity was interpolated from observed gravity values.
 LX1984
 LX1984;                    North         East    Units  Estimated Accuracy
 LX1984;SPC CT       -   281,240.      256,740.      MT  (+/- 180 meters Scaled)
 LX1984
 LX1984                          SUPERSEDED SURVEY CONTROL
 LX1984
 LX1984.No superseded survey control is available for this station.
 LX1984
 LX1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM383502(NAD 83)
 LX1984_MARKER: DB = BENCH MARK DISK
 LX1984_SETTING: 66 = SET IN ROCK OUTCROP
 LX1984_SP_SET: ROCK OUTCROP
 LX1984_STAMPING: C 58 1984
 LX1984_MARK LOGO: NGS   
 LX1984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1984+STABILITY: POSITION/ELEVATION WELL
 LX1984
 LX1984  HISTORY     - Date     Condition        Report By
 LX1984  HISTORY     - 1984     MONUMENTED       NGS
 LX1984
 LX1984                          STATION DESCRIPTION
 LX1984
 LX1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1984'4.8 KM (3.0 MI) SOUTH FROM CANAAN.
 LX1984'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1984'CANAAN, THENCE 4.1 KM (2.55 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1984'ON THE LEFT, IN TOP OF A SMALL ROCK OUTCROP, 7.92 METERS (26.0 FT)
 LX1984'EAST OF THE CENTERLINE OF THE HIGHWAY, 12.50 METERS (41.0 FT) SOUTH OF
 LX1984'THE EXTENDED CENTER OF STEIN LANE, 0.91 METER (3.0 FT) EAST OF THE
 LX1984'EAST EDGE OF THE ROCK.
 LX1984'THE MARK IS 0.43 METERS  WSW FROM A WITNESS POST.
 LX1984'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1959 ***********************************************************************
 LX1959  DESIGNATION -  C 59
 LX1959  PID         -  LX1959
 LX1959  STATE/COUNTY-  CT/LITCHFIELD
 LX1959  USGS QUAD   -  ELLSWORTH (1969)
 LX1959
 LX1959                         *CURRENT SURVEY CONTROL
 LX1959  ___________________________________________________________________
 LX1959* NAD 83(1986)-  41 48 27.     (N)    073 22 44.     (W)     SCALED    
 LX1959* NAVD 88     -       172.440  (meters)     565.75   (feet)  ADJUSTED  
 LX1959  ___________________________________________________________________
 LX1959  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1959  DYNAMIC HT  -         172.382 (meters)     565.56  (feet)  COMP
 LX1959  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX1959
 LX1959  VERT ORDER  -  FIRST     CLASS II
 LX1959
 LX1959.The horizontal coordinates were scaled from a topographic map and have
 LX1959.an estimated accuracy of +/- 6 seconds.
 LX1959
 LX1959.The orthometric height was determined by differential leveling
 LX1959.and adjusted by the National Geodetic Survey in June 1991..
 LX1959
 LX1959.The geoid height was determined by GEOID03.
 LX1959
 LX1959.The dynamic height is computed by dividing the NAVD 88
 LX1959.geopotential number by the normal gravity value computed on the
 LX1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1959.degrees latitude (g = 980.6199 gals.).
 LX1959
 LX1959.The modeled gravity was interpolated from observed gravity values.
 LX1959
 LX1959;                    North         East    Units  Estimated Accuracy
 LX1959;SPC CT       -   260,780.      252,540.      MT  (+/- 180 meters Scaled)
 LX1959
 LX1959                          SUPERSEDED SURVEY CONTROL
 LX1959
 LX1959.No superseded survey control is available for this station.
 LX1959
 LX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM346296(NAD 83)
 LX1959_MARKER: DB = BENCH MARK DISK
 LX1959_SETTING: 66 = SET IN ROCK OUTCROP
 LX1959_SP_SET: ROCK OUTCROP
 LX1959_STAMPING: C 59 1984
 LX1959_MARK LOGO: NGS   
 LX1959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1959+STABILITY: POSITION/ELEVATION WELL
 LX1959
 LX1959  HISTORY     - Date     Condition        Report By
 LX1959  HISTORY     - 1984     MONUMENTED       NGS
 LX1959  HISTORY     - 1985     GOOD             NGS
 LX1959
 LX1959                          STATION DESCRIPTION
 LX1959
 LX1959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1959'1.6 KM (1.0 MI) SW FROM CORNWALL BRIDGE.
 LX1959'1.6 KM (1.0 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1959'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK
 LX1959'OUTCROP, 6.40 METERS (21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX1959'HIGHWAY, 17.22 METERS (56.5 FT) SOUTH OF UTILITY POLE A 3597.
 LX1959'THE MARK IS 0.75 METERS  SW FROM A WITNESS POST.
 LX1959'THE MARK IS 1.0 M BELOW HIGHWAY.
 LX1959
 LX1959                          STATION RECOVERY (1985)
 LX1959
 LX1959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1929 ***********************************************************************
 LX1929  DESIGNATION -  C 62
 LX1929  PID         -  LX1929
 LX1929  STATE/COUNTY-  CT/LITCHFIELD
 LX1929  USGS QUAD   -  KENT (1971)
 LX1929
 LX1929                         *CURRENT SURVEY CONTROL
 LX1929  ___________________________________________________________________
 LX1929* NAD 83(1986)-  41 37 31.     (N)    073 27 59.     (W)     SCALED    
 LX1929* NAVD 88     -        85.166  (meters)     279.42   (feet)  ADJUSTED  
 LX1929  ___________________________________________________________________
 LX1929  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX1929  DYNAMIC HT  -          85.137 (meters)     279.32  (feet)  COMP
 LX1929  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX1929
 LX1929  VERT ORDER  -  FIRST     CLASS II
 LX1929
 LX1929.The horizontal coordinates were scaled from a topographic map and have
 LX1929.an estimated accuracy of +/- 6 seconds.
 LX1929
 LX1929.The orthometric height was determined by differential leveling
 LX1929.and adjusted by the National Geodetic Survey in June 1991..
 LX1929
 LX1929.The geoid height was determined by GEOID03.
 LX1929
 LX1929.The dynamic height is computed by dividing the NAVD 88
 LX1929.geopotential number by the normal gravity value computed on the
 LX1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1929.degrees latitude (g = 980.6199 gals.).
 LX1929
 LX1929.The modeled gravity was interpolated from observed gravity values.
 LX1929
 LX1929;                    North         East    Units  Estimated Accuracy
 LX1929;SPC CT       -   240,600.      245,100.      MT  (+/- 180 meters Scaled)
 LX1929
 LX1929                          SUPERSEDED SURVEY CONTROL
 LX1929
 LX1929.No superseded survey control is available for this station.
 LX1929
 LX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM277093(NAD 83)
 LX1929_MARKER: DB = BENCH MARK DISK
 LX1929_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1929_SP_SET: HEADWALL
 LX1929_STAMPING: C 62 1984
 LX1929_MARK LOGO: NGS   
 LX1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1929+STABILITY: SURFACE MOTION
 LX1929
 LX1929  HISTORY     - Date     Condition        Report By
 LX1929  HISTORY     - 1984     MONUMENTED       NGS
 LX1929
 LX1929                          STATION DESCRIPTION
 LX1929
 LX1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1929'3.0 KM (1.85 MI) SE FROM GAYLORDSVILLE.
 LX1929'3.0 KM (1.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1929'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE RIGHT, IN TOP OF
 LX1929'THE SOUTHEAST END OF A CONCRETE HEADWALL FOR A BOX CULVERT UNDER THE
 LX1929'HIGHWAY AND OVER SQUASH HOLLOW BROOK, 5.00 METERS (16.4 FT) SOUTHWEST
 LX1929'OF THE CENTERLINE OF THE HIGHWAY, 42.67 METERS (140.0 FT)
 LX1929'NORTH-NORTHWEST OF THE CENTER OF SQUASH HOLLOW ROAD, 12.50 METERS
 LX1929'(41.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE 242.
 LX1929'THE MARK IS 0.48 METERS  NNW FROM A WITNESS POST.
 LX1929'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2062 ***********************************************************************
 LX2062  DESIGNATION -  C 63
 LX2062  PID         -  LX2062
 LX2062  STATE/COUNTY-  CT/HARTFORD
 LX2062  USGS QUAD   -  BROAD BROOK (1984)
 LX2062
 LX2062                         *CURRENT SURVEY CONTROL
 LX2062  ___________________________________________________________________
 LX2062* NAD 83(1986)-  41 59 15.     (N)    072 33 26.     (W)     SCALED    
 LX2062* NAVD 88     -        41.487  (meters)     136.11   (feet)  ADJUSTED  
 LX2062  ___________________________________________________________________
 LX2062  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2062  DYNAMIC HT  -          41.475 (meters)     136.07  (feet)  COMP
 LX2062  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 LX2062
 LX2062  VERT ORDER  -  FIRST     CLASS II
 LX2062
 LX2062.The horizontal coordinates were scaled from a topographic map and have
 LX2062.an estimated accuracy of +/- 6 seconds.
 LX2062
 LX2062.The orthometric height was determined by differential leveling
 LX2062.and adjusted by the National Geodetic Survey in June 1991..
 LX2062
 LX2062.The geoid height was determined by GEOID03.
 LX2062
 LX2062.The dynamic height is computed by dividing the NAVD 88
 LX2062.geopotential number by the normal gravity value computed on the
 LX2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2062.degrees latitude (g = 980.6199 gals.).
 LX2062
 LX2062.The modeled gravity was interpolated from observed gravity values.
 LX2062
 LX2062;                    North         East    Units  Estimated Accuracy
 LX2062;SPC CT       -   280,600.      320,780.      MT  (+/- 180 meters Scaled)
 LX2062
 LX2062                          SUPERSEDED SURVEY CONTROL
 LX2062
 LX2062.No superseded survey control is available for this station.
 LX2062
 LX2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM023512(NAD 83)
 LX2062_MARKER: DB = BENCH MARK DISK
 LX2062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2062_SP_SET: HEADWALL
 LX2062_STAMPING: C 63 1984
 LX2062_MARK LOGO: NGS   
 LX2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2062+STABILITY: SURFACE MOTION
 LX2062
 LX2062  HISTORY     - Date     Condition        Report By
 LX2062  HISTORY     - 1984     MONUMENTED       NGS
 LX2062
 LX2062                          STATION DESCRIPTION
 LX2062
 LX2062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2062'1.6 KM (1.0 MI) WEST FROM HAZARDVILLE.
 LX2062'1.6 KM (1.0 MI) WEST ALONG STATE HIGHWAY 190 FROM THE JUNCTION OF
 LX2062'STATE HIGHWAY 192 IN HAZARDVILLE TO THE MARK ON THE LEFT, IN TOP OF
 LX2062'THE WEST END OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 LX2062'5.94 METERS (19.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2062'1.07 METERS (3.5 FT) EAST OF UTILITY POLE 12415, 0.43 METER (1.4 FT)
 LX2062'EAST OF THE WEST END OF THE HEADWALL.
 LX2062'THE MARK IS 1.07 METERS  E FROM A WITNESS POST.
 LX2062'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1732 ***********************************************************************
 LW1732  DESIGNATION -  C 64
 LW1732  PID         -  LW1732
 LW1732  STATE/COUNTY-  CT/NEW LONDON
 LW1732  USGS QUAD   -  OLD MYSTIC (1983)
 LW1732
 LW1732                         *CURRENT SURVEY CONTROL
 LW1732  ___________________________________________________________________
 LW1732* NAD 83(1986)-  41 28 12.     (N)    071 57 03.     (W)     SCALED    
 LW1732* NAVD 88     -        58.327  (meters)     191.36   (feet)  ADJUSTED  
 LW1732  ___________________________________________________________________
 LW1732  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW1732  DYNAMIC HT  -          58.306 (meters)     191.29  (feet)  COMP
 LW1732  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 LW1732
 LW1732  VERT ORDER  -  FIRST     CLASS II
 LW1732
 LW1732.The horizontal coordinates were scaled from a topographic map and have
 LW1732.an estimated accuracy of +/- 6 seconds.
 LW1732
 LW1732.The orthometric height was determined by differential leveling
 LW1732.and adjusted by the National Geodetic Survey in June 1991..
 LW1732
 LW1732.The geoid height was determined by GEOID03.
 LW1732
 LW1732.The dynamic height is computed by dividing the NAVD 88
 LW1732.geopotential number by the normal gravity value computed on the
 LW1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1732.degrees latitude (g = 980.6199 gals.).
 LW1732
 LW1732.The modeled gravity was interpolated from observed gravity values.
 LW1732
 LW1732;                    North         East    Units  Estimated Accuracy
 LW1732;SPC CT       -   223,420.      371,560.      MT  (+/- 180 meters Scaled)
 LW1732
 LW1732                          SUPERSEDED SURVEY CONTROL
 LW1732
 LW1732.No superseded survey control is available for this station.
 LW1732
 LW1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF535951(NAD 83)
 LW1732_MARKER: DB = BENCH MARK DISK
 LW1732_SETTING: 66 = SET IN ROCK OUTCROP
 LW1732_SP_SET: ROCK CUT
 LW1732_STAMPING: C 64 1984
 LW1732_MARK LOGO: NGS   
 LW1732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1732+STABILITY: POSITION/ELEVATION WELL
 LW1732
 LW1732  HISTORY     - Date     Condition        Report By
 LW1732  HISTORY     - 1984     MONUMENTED       NGS
 LW1732  HISTORY     - 1986     GOOD             NGS
 LW1732  HISTORY     - 19901001 GOOD             USPSQD
 LW1732
 LW1732                          STATION DESCRIPTION
 LW1732
 LW1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1732'3.7 KM (2.3 MI) EAST FROM PRESTON.
 LW1732'3.7 KM (2.3 MI) EAST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF STATE
 LW1732'HIGHWAY 164 IN PRESTON TO THE MARK ON THE LEFT, IN TOP OF THE WEST END
 LW1732'OF A ROCK CUT, DIRECTLY NORTH AND ACROSS HIGHWAY 2 FROM THE JUNCTION
 LW1732'OF STATE HIGHWAY 214, 13.71 METERS (45.0 FT) NORTH OF THE CENTERLINE
 LW1732'OF HIGHWAY 2, 18.86 METERS (61.9 FT) NORTHEAST OF THE NORTH LEG OF A
 LW1732'HIGHWAY SIGN (LONG POND), 5.21 METERS (17.1 FT) NORTH OF A HIGHWAY
 LW1732'SIGN (HIGHWAY 2 EAST WEST), 0.91 METER (3.0 FT) EAST OF THE WEST END
 LW1732'OF THE ROCK CUT.
 LW1732'THE MARK IS 0.51 METERS  NW FROM A WITNESS POST.
 LW1732'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LW1732
 LW1732                          STATION RECOVERY (1986)
 LW1732
 LW1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1732'RECOVERED IN GOOD CONDITION.
 LW1732
 LW1732                          STATION RECOVERY (1990)
 LW1732
 LW1732'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2140 ***********************************************************************
 LX2140  DESIGNATION -  C 65
 LX2140  PID         -  LX2140
 LX2140  STATE/COUNTY-  CT/WINDHAM
 LX2140  USGS QUAD   -  WILLIMANTIC (1984)
 LX2140
 LX2140                         *CURRENT SURVEY CONTROL
 LX2140  ___________________________________________________________________
 LX2140* NAD 83(1986)-  41 41 23.     (N)    072 10 39.     (W)     SCALED    
 LX2140* NAVD 88     -        44.876  (meters)     147.23   (feet)  ADJUSTED  
 LX2140  ___________________________________________________________________
 LX2140  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX2140  DYNAMIC HT  -          44.860 (meters)     147.18  (feet)  COMP
 LX2140  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LX2140
 LX2140  VERT ORDER  -  FIRST     CLASS II
 LX2140
 LX2140.The horizontal coordinates were scaled from a topographic map and have
 LX2140.an estimated accuracy of +/- 6 seconds.
 LX2140
 LX2140.The orthometric height was determined by differential leveling
 LX2140.and adjusted by the National Geodetic Survey in June 1991..
 LX2140
 LX2140.The geoid height was determined by GEOID03.
 LX2140
 LX2140.The dynamic height is computed by dividing the NAVD 88
 LX2140.geopotential number by the normal gravity value computed on the
 LX2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2140.degrees latitude (g = 980.6199 gals.).
 LX2140
 LX2140.The modeled gravity was interpolated from observed gravity values.
 LX2140
 LX2140;                    North         East    Units  Estimated Accuracy
 LX2140;SPC CT       -   247,670.      352,460.      MT  (+/- 180 meters Scaled)
 LX2140
 LX2140                          SUPERSEDED SURVEY CONTROL
 LX2140
 LX2140.No superseded survey control is available for this station.
 LX2140
 LX2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM348191(NAD 83)
 LX2140_MARKER: DB = BENCH MARK DISK
 LX2140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2140_SP_SET: ABUTMENT
 LX2140_STAMPING: C 65 1984
 LX2140_MARK LOGO: NGS   
 LX2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2140
 LX2140  HISTORY     - Date     Condition        Report By
 LX2140  HISTORY     - 1984     MONUMENTED       NGS
 LX2140
 LX2140                          STATION DESCRIPTION
 LX2140
 LX2140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2140'3.6 KM (2.15 MI) SE FROM WILLIMANTIC.
 LX2140'3.6 KM (2.15 MI) SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX2140'U.S. HIGHWAY 6 IN WILLIMANTIC TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2140'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE CENTRAL VERMONT
 LX2140'RAILROAD BRIDGE OVER A BROOK, 16.61 METERS (54.5 FT) NORTHEAST OF THE
 LX2140'CENTERLINE OF THE HIGHWAY, 1.64 METERS (5.4 FT) SOUTHWEST OF THE
 LX2140'SOUTHWEST RAIL OF THE TRACKS.
 LX2140'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LX2140'THE MARK IS 0.30 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2095 ***********************************************************************
 LX2095  DESIGNATION -  C 66
 LX2095  PID         -  LX2095
 LX2095  STATE/COUNTY-  CT/TOLLAND
 LX2095  USGS QUAD   -  WESTFORD (1983)
 LX2095
 LX2095                         *CURRENT SURVEY CONTROL
 LX2095  ___________________________________________________________________
 LX2095* NAD 83(1986)-  41 58 21.     (N)    072 11 29.     (W)     SCALED    
 LX2095* NAVD 88     -       309.643  (meters)    1015.89   (feet)  ADJUSTED  
 LX2095  ___________________________________________________________________
 LX2095  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2095  DYNAMIC HT  -         309.542 (meters)    1015.56  (feet)  COMP
 LX2095  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 LX2095
 LX2095  VERT ORDER  -  FIRST     CLASS II
 LX2095
 LX2095.The horizontal coordinates were scaled from a topographic map and have
 LX2095.an estimated accuracy of +/- 6 seconds.
 LX2095
 LX2095.The orthometric height was determined by differential leveling
 LX2095.and adjusted by the National Geodetic Survey in June 1991..
 LX2095
 LX2095.The geoid height was determined by GEOID03.
 LX2095
 LX2095.The dynamic height is computed by dividing the NAVD 88
 LX2095.geopotential number by the normal gravity value computed on the
 LX2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2095.degrees latitude (g = 980.6199 gals.).
 LX2095
 LX2095.The modeled gravity was interpolated from observed gravity values.
 LX2095
 LX2095;                    North         East    Units  Estimated Accuracy
 LX2095;SPC CT       -   279,070.      351,100.      MT  (+/- 180 meters Scaled)
 LX2095
 LX2095                          SUPERSEDED SURVEY CONTROL
 LX2095
 LX2095.No superseded survey control is available for this station.
 LX2095
 LX2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327505(NAD 83)
 LX2095_MARKER: DB = BENCH MARK DISK
 LX2095_SETTING: 66 = SET IN ROCK OUTCROP
 LX2095_SP_SET: ROCK OUTCROP
 LX2095_STAMPING: C 66 1984
 LX2095_MARK LOGO: NGS   
 LX2095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2095+STABILITY: POSITION/ELEVATION WELL
 LX2095
 LX2095  HISTORY     - Date     Condition        Report By
 LX2095  HISTORY     - 1984     MONUMENTED       NGS
 LX2095  HISTORY     - 1986     GOOD             NGS
 LX2095  HISTORY     - 20030424 GOOD             INDIV
 LX2095
 LX2095                          STATION DESCRIPTION
 LX2095
 LX2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2095'3.5 KM (2.2 MI) SW FROM UNION.
 LX2095'3.5 KM (2.2 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2095'CHURCH OF UNION IN UNION TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2095'NORTHEAST END OF A ROCK CUT, 4.88 METERS (16.0 FT) NORTHWEST OF THE
 LX2095'CENTERLINE OF THE HIGHWAY, 23.35 METERS (76.6 FT) NORTHEAST OF UTILITY
 LX2095'POLE 732, 0.61 METER (2.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX2095'ROCK CUT.
 LX2095'THE MARK IS 0.25 METERS  NE FROM A WITNESS POST.
 LX2095'THE MARK IS 0.7 M ABOVE HIGHWAY.
 LX2095
 LX2095                          STATION RECOVERY (1986)
 LX2095
 LX2095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2095'RECOVERED IN GOOD CONDITION.
 LX2095
 LX2095                          STATION RECOVERY (2003)
 LX2095
 LX2095'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2197 ***********************************************************************
 LX2197  DESIGNATION -  C 67
 LX2197  PID         -  LX2197
 LX2197  STATE/COUNTY-  CT/HARTFORD
 LX2197  USGS QUAD   -  NEW BRITAIN (1992)
 LX2197
 LX2197                         *CURRENT SURVEY CONTROL
 LX2197  ___________________________________________________________________
 LX2197* NAD 83(1986)-  41 38 40.     (N)    072 45 31.     (W)     SCALED    
 LX2197* NAVD 88     -        23.638  (meters)      77.55   (feet)  ADJUSTED  
 LX2197  ___________________________________________________________________
 LX2197  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2197  DYNAMIC HT  -          23.631 (meters)      77.53  (feet)  COMP
 LX2197  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 LX2197
 LX2197  VERT ORDER  -  FIRST     CLASS II
 LX2197
 LX2197.The horizontal coordinates were scaled from a topographic map and have
 LX2197.an estimated accuracy of +/- 6 seconds.
 LX2197
 LX2197.The orthometric height was determined by differential leveling
 LX2197.and adjusted by the National Geodetic Survey in June 1991..
 LX2197
 LX2197.The geoid height was determined by GEOID03.
 LX2197
 LX2197.The dynamic height is computed by dividing the NAVD 88
 LX2197.geopotential number by the normal gravity value computed on the
 LX2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2197.degrees latitude (g = 980.6199 gals.).
 LX2197
 LX2197.The modeled gravity was interpolated from observed gravity values.
 LX2197
 LX2197;                    North         East    Units  Estimated Accuracy
 LX2197;SPC CT       -   242,480.      304,080.      MT  (+/- 180 meters Scaled)
 LX2197
 LX2197                          SUPERSEDED SURVEY CONTROL
 LX2197
 LX2197.No superseded survey control is available for this station.
 LX2197
 LX2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM866127(NAD 83)
 LX2197_MARKER: DB = BENCH MARK DISK
 LX2197_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2197_SP_SET: RETAINING WALL
 LX2197_STAMPING: C 67 1984
 LX2197_MARK LOGO: NGS   
 LX2197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2197
 LX2197  HISTORY     - Date     Condition        Report By
 LX2197  HISTORY     - 1984     MONUMENTED       NGS
 LX2197
 LX2197                          STATION DESCRIPTION
 LX2197
 LX2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2197'2.4 KM (1.5 MI) NORTH FROM KENSINGTON.
 LX2197'0.2 KM (0.1 MI) NORTHEAST ALONG KENSINGTON ROAD FROM THE POST OFFICE
 LX2197'IN KENSINGTON, THENCE 1.2 KM (0.75 MI) NORTH ALONG STATE HIGHWAY 71,
 LX2197'THENCE 1.1 KM (0.65 MI) EAST ALONG STATE HIGHWAY 72 TO THE MARK ON THE
 LX2197'RIGHT, ALSO 2.7 KM (1.7 MI) WEST ALONG STATE HIGHWAY 72 FROM THE
 LX2197'JUNCTION OF U.S. HIGHWAY 5 IN BERLIN, 7.77 METERS (25.5 FT) SOUTHWEST
 LX2197'OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY, 4.21 METERS
 LX2197'(13.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE RETAINING WALL,
 LX2197'0.58 METER (1.9 FT) SOUTHEAST OF THE EXPANSION CRACK.
 LX2197'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2183 ***********************************************************************
 LX2183  DESIGNATION -  C 68
 LX2183  PID         -  LX2183
 LX2183  STATE/COUNTY-  CT/HARTFORD
 LX2183  USGS QUAD   -  MANCHESTER (1992)
 LX2183
 LX2183                         *CURRENT SURVEY CONTROL
 LX2183  ___________________________________________________________________
 LX2183* NAD 83(1986)-  41 46 49.     (N)    072 33 55.     (W)     SCALED    
 LX2183* NAVD 88     -        22.491  (meters)      73.79   (feet)  ADJUSTED  
 LX2183  ___________________________________________________________________
 LX2183  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX2183  DYNAMIC HT  -          22.484 (meters)      73.77  (feet)  COMP
 LX2183  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 LX2183
 LX2183  VERT ORDER  -  FIRST     CLASS II
 LX2183
 LX2183.The horizontal coordinates were scaled from a topographic map and have
 LX2183.an estimated accuracy of +/- 6 seconds.
 LX2183
 LX2183.The orthometric height was determined by differential leveling
 LX2183.and adjusted by the National Geodetic Survey in June 1991..
 LX2183
 LX2183.The geoid height was determined by GEOID03.
 LX2183
 LX2183.The dynamic height is computed by dividing the NAVD 88
 LX2183.geopotential number by the normal gravity value computed on the
 LX2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2183.degrees latitude (g = 980.6199 gals.).
 LX2183
 LX2183.The modeled gravity was interpolated from observed gravity values.
 LX2183
 LX2183;                    North         East    Units  Estimated Accuracy
 LX2183;SPC CT       -   257,580.      320,160.      MT  (+/- 180 meters Scaled)
 LX2183
 LX2183                          SUPERSEDED SURVEY CONTROL
 LX2183
 LX2183.No superseded survey control is available for this station.
 LX2183
 LX2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM023282(NAD 83)
 LX2183_MARKER: DB = BENCH MARK DISK
 LX2183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2183_SP_SET: ABUTMENT
 LX2183_STAMPING: C 68 1984
 LX2183_MARK LOGO: NGS   
 LX2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2183+STABILITY: SURFACE MOTION
 LX2183
 LX2183  HISTORY     - Date     Condition        Report By
 LX2183  HISTORY     - 1984     MONUMENTED       NGS
 LX2183
 LX2183                          STATION DESCRIPTION
 LX2183
 LX2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2183'4.1 KM (2.55 MI) WEST FROM MANCHESTER.
 LX2183'4.1 KM (2.55 MI) WEST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2183'OFFICE IN MANCHESTER TO THE MARK ON THE RIGHT, IN TOP OF THE NORTH END
 LX2183'OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE HOCKANUM RIVER,
 LX2183'8.38 METERS (27.5 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANE
 LX2183'OF THE HIGHWAYS, 4.88 METERS (16.0 FT) WEST OF UTILITY POLE F 14 3616.
 LX2183'THE MARK IS 1.07 M BELOW HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2257 ***********************************************************************
 LX2257  DESIGNATION -  C 69
 LX2257  PID         -  LX2257
 LX2257  STATE/COUNTY-  CT/MIDDLESEX
 LX2257  USGS QUAD   -  ESSEX (1977)
 LX2257
 LX2257                         *CURRENT SURVEY CONTROL
 LX2257  ___________________________________________________________________
 LX2257* NAD 83(1986)-  41 19 07.     (N)    072 22 49.     (W)     SCALED    
 LX2257* NAVD 88     -        13.561  (meters)      44.49   (feet)  ADJUSTED  
 LX2257  ___________________________________________________________________
 LX2257  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX2257  DYNAMIC HT  -          13.557 (meters)      44.48  (feet)  COMP
 LX2257  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2257
 LX2257  VERT ORDER  -  FIRST     CLASS II
 LX2257
 LX2257.The horizontal coordinates were scaled from a topographic map and have
 LX2257.an estimated accuracy of +/- 6 seconds.
 LX2257
 LX2257.The orthometric height was determined by differential leveling
 LX2257.and adjusted by the National Geodetic Survey in June 1991..
 LX2257
 LX2257.The geoid height was determined by GEOID03.
 LX2257
 LX2257.The dynamic height is computed by dividing the NAVD 88
 LX2257.geopotential number by the normal gravity value computed on the
 LX2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2257.degrees latitude (g = 980.6199 gals.).
 LX2257
 LX2257.The modeled gravity was interpolated from observed gravity values.
 LX2257
 LX2257;                    North         East    Units  Estimated Accuracy
 LX2257;SPC CT       -   206,360.      335,760.      MT  (+/- 180 meters Scaled)
 LX2257
 LX2257                          SUPERSEDED SURVEY CONTROL
 LX2257
 LX2257.No superseded survey control is available for this station.
 LX2257
 LX2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL192774(NAD 83)
 LX2257_MARKER: DB = BENCH MARK DISK
 LX2257_SETTING: 80 = SET IN A BOULDER
 LX2257_SP_SET: BOULDER
 LX2257_STAMPING: C 69 1984
 LX2257_MARK LOGO: NGS   
 LX2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2257+STABILITY: SURFACE MOTION
 LX2257
 LX2257  HISTORY     - Date     Condition        Report By
 LX2257  HISTORY     - 1984     MONUMENTED       NGS
 LX2257  HISTORY     - 1989     GOOD             USPSQD
 LX2257  HISTORY     - 1991     GOOD             USPSQD
 LX2257  HISTORY     - 19940625 GOOD             USPSQD
 LX2257  HISTORY     - 19970127 GOOD             USPSQD
 LX2257  HISTORY     - 19991215 GOOD             USPSQD
 LX2257
 LX2257                          STATION DESCRIPTION
 LX2257
 LX2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2257'2.2 KM (1.4 MI) NORTH FROM OLD SAYBROOK.
 LX2257'2.2 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 154 FROM THE HIGHWAY BRIDGE
 LX2257'OVER AMTRAK RAILROAD IN OLD SAYBROOK TO THE MARK ON THE RIGHT, 6.7
 LX2257'METERS (22.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.9
 LX2257'(85.0 FT) NORTHWEST OF THE CENTER OF OBED HEIGHTS ROAD, 0.45 METER
 LX2257'(1.5 FT) SOUTH OF AN ELM TREE.
 LX2257'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 LX2257'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2257
 LX2257                          STATION RECOVERY (1989)
 LX2257
 LX2257'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2257'RECOVERED IN GOOD CONDITION.
 LX2257
 LX2257                          STATION RECOVERY (1991)
 LX2257
 LX2257'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2257'RECOVERED IN GOOD CONDITION.
 LX2257
 LX2257                          STATION RECOVERY (1994)
 LX2257
 LX2257'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2257'RECOVERED IN GOOD CONDITION.
 LX2257
 LX2257                          STATION RECOVERY (1997)
 LX2257
 LX2257'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2257'RECOVERED IN GOOD CONDITION.
 LX2257
 LX2257                          STATION RECOVERY (1999)
 LX2257
 LX2257'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0502 ***********************************************************************
 LX0502  DESIGNATION -  C 7
 LX0502  PID         -  LX0502
 LX0502  STATE/COUNTY-  CT/NEW HAVEN
 LX0502  USGS QUAD   -  MERIDEN (1992)
 LX0502
 LX0502                         *CURRENT SURVEY CONTROL
 LX0502  ___________________________________________________________________
 LX0502* NAD 83(1986)-  41 32 25.     (N)    072 48 03.     (W)     SCALED    
 LX0502* NAVD 88     -        43.586  (meters)     143.00   (feet)  ADJUSTED  
 LX0502  ___________________________________________________________________
 LX0502  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX0502  DYNAMIC HT  -          43.573 (meters)     142.96  (feet)  COMP
 LX0502  MODELED GRAV-     980,310.9   (mgal)                       NAVD 88
 LX0502
 LX0502  VERT ORDER  -  FIRST     CLASS II
 LX0502
 LX0502.The horizontal coordinates were scaled from a topographic map and have
 LX0502.an estimated accuracy of +/- 6 seconds.
 LX0502
 LX0502.The orthometric height was determined by differential leveling
 LX0502.and adjusted by the National Geodetic Survey in June 1991..
 LX0502
 LX0502.The geoid height was determined by GEOID03.
 LX0502
 LX0502.The dynamic height is computed by dividing the NAVD 88
 LX0502.geopotential number by the normal gravity value computed on the
 LX0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0502.degrees latitude (g = 980.6199 gals.).
 LX0502
 LX0502.The modeled gravity was interpolated from observed gravity values.
 LX0502
 LX0502;                    North         East    Units  Estimated Accuracy
 LX0502;SPC CT       -   230,910.      300,560.      MT  (+/- 180 meters Scaled)
 LX0502
 LX0502                          SUPERSEDED SURVEY CONTROL
 LX0502
 LX0502  NGVD 29 (??/??/92)   43.875  (m)          143.95   (f) ADJ UNCH    1 2
 LX0502
 LX0502.Superseded values are not recommended for survey control.
 LX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0502.See file dsdata.txt to determine how the superseded data were derived.
 LX0502
 LX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM834010(NAD 83)
 LX0502_MARKER: DD = SURVEY DISK
 LX0502_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX0502_STAMPING: 143.947 C 7 1923
 LX0502_MARK LOGO: USGS  
 LX0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0502+STABILITY: POSITION/ELEVATION WELL
 LX0502
 LX0502  HISTORY     - Date     Condition        Report By
 LX0502  HISTORY     - 1923     MONUMENTED       USGS
 LX0502  HISTORY     - 1967     GOOD             NGS
 LX0502  HISTORY     - 1972     GOOD             CTGS
 LX0502  HISTORY     - 1978     GOOD             NGS
 LX0502  HISTORY     - 1985     GOOD             USPSQD
 LX0502  HISTORY     - 1985     GOOD             NGS
 LX0502  HISTORY     - 1987     POOR             USPSQD
 LX0502  HISTORY     - 19980221 GOOD             USPSQD
 LX0502
 LX0502                          STATION DESCRIPTION
 LX0502
 LX0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0502'AT MERIDEN.
 LX0502'AT MERIDEN, NEW HAVEN COUNTY, AT THE INTERSECTION OF COLONY
 LX0502'AND BROOKS STREETS, AT THE NORTHWEST CORNER OF THE POST OFFICE,
 LX0502'IN THE WALL, 18 FEET SOUTH OF THE CENTERLINE OF BROOKS STREET,
 LX0502'AND 4 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 LX0502'SURVEY STANDARD DISK, STAMPED 143.947 C 7 1923 AND SET VERTICALLY.
 LX0502
 LX0502                          STATION RECOVERY (1972)
 LX0502
 LX0502'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0502'RECOVERED IN GOOD CONDITION.
 LX0502
 LX0502                          STATION RECOVERY (1978)
 LX0502
 LX0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0502'RECOVERED IN GOOD CONDITION.
 LX0502
 LX0502                          STATION RECOVERY (1985)
 LX0502
 LX0502'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0502'LOCATED ON CORNER OF COLONY ST. AND BROOKS ST. ON THE NORTHWEST
 LX0502'CORNER OF POST OFFICE AT MERIDEN. 51' ABOVE SIDEWALK AND 4 3/4' SOUTH
 LX0502'OF THE NORTHWEST CORNER. BLOCK THAT THE MARK IS MOUNTED IN HAS A 6'
 LX0502'OR SO CRACK ABOVE AND BELOW IT.
 LX0502
 LX0502                          STATION RECOVERY (1985)
 LX0502
 LX0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0502'RECOVERED IN GOOD CONDITION.
 LX0502
 LX0502                          STATION RECOVERY (1987)
 LX0502
 LX0502'RECOVERY NOTE BY US POWER SQUADRON 1987 (CH)
 LX0502'MARK RECOVERED IN POOR CONDITION.
 LX0502
 LX0502                          STATION RECOVERY (1998)
 LX0502
 LX0502'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2298 ***********************************************************************
 LX2298  DESIGNATION -  C 71
 LX2298  PID         -  LX2298
 LX2298  STATE/COUNTY-  CT/FAIRFIELD
 LX2298  USGS QUAD   -  NORWALK NORTH (1975)
 LX2298
 LX2298                         *CURRENT SURVEY CONTROL
 LX2298  ___________________________________________________________________
 LX2298* NAD 83(1986)-  41 12 11.     (N)    073 27 07.     (W)     SCALED    
 LX2298* NAVD 88     -       112.620  (meters)     369.49   (feet)  ADJUSTED  
 LX2298  ___________________________________________________________________
 LX2298  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX2298  DYNAMIC HT  -         112.582 (meters)     369.36  (feet)  COMP
 LX2298  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX2298
 LX2298  VERT ORDER  -  FIRST     CLASS II
 LX2298
 LX2298.The horizontal coordinates were scaled from a topographic map and have
 LX2298.an estimated accuracy of +/- 6 seconds.
 LX2298
 LX2298.The orthometric height was determined by differential leveling
 LX2298.and adjusted by the National Geodetic Survey in June 1991..
 LX2298
 LX2298.The geoid height was determined by GEOID03.
 LX2298
 LX2298.The dynamic height is computed by dividing the NAVD 88
 LX2298.geopotential number by the normal gravity value computed on the
 LX2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2298.degrees latitude (g = 980.6199 gals.).
 LX2298
 LX2298.The modeled gravity was interpolated from observed gravity values.
 LX2298
 LX2298;                    North         East    Units  Estimated Accuracy
 LX2298;SPC CT       -   193,700.      245,930.      MT  (+/- 180 meters Scaled)
 LX2298
 LX2298                          SUPERSEDED SURVEY CONTROL
 LX2298
 LX2298.No superseded survey control is available for this station.
 LX2298
 LX2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL297624(NAD 83)
 LX2298_MARKER: DB = BENCH MARK DISK
 LX2298_SETTING: 66 = SET IN ROCK OUTCROP
 LX2298_SP_SET: ROCK OUTCROP
 LX2298_STAMPING: C 71 1985
 LX2298_MARK LOGO: NGS   
 LX2298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2298+STABILITY: POSITION/ELEVATION WELL
 LX2298
 LX2298  HISTORY     - Date     Condition        Report By
 LX2298  HISTORY     - 1985     MONUMENTED       NGS
 LX2298
 LX2298                          STATION DESCRIPTION
 LX2298
 LX2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2298'2.2 KM (1.35 MI) NW FROM WILTON.
 LX2298'2.2 KM (1.35 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2298'U.S. HIGHWAY 7 IN WILTON TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF
 LX2298'A WOOD RANCH-TYPE HOME, 22.2 METERS (73.0 FT) SOUTHEAST OF THE
 LX2298'CENTERLINE OF THE HIGHWAY, 10.6 METERS (34.0 FT) SOUTHEAST OF THE EAST
 LX2298'PILLAR ON THE EAST SIDE OF A DRIVEWAY, 7.3 METERS (24.0 FT) EAST OF
 LX2298'THE CENTER OF THE DRIVEWAY.
 LX2298'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2267 ***********************************************************************
 LX2267  DESIGNATION -  C 72
 LX2267  PID         -  LX2267
 LX2267  STATE/COUNTY-  CT/FAIRFIELD
 LX2267  USGS QUAD   -  GLENVILLE (1971)
 LX2267
 LX2267                         *CURRENT SURVEY CONTROL
 LX2267  ___________________________________________________________________
 LX2267* NAD 83(1986)-  41 03 32.     (N)    073 40 28.     (W)     SCALED    
 LX2267* NAVD 88     -        48.081  (meters)     157.75   (feet)  ADJUSTED  
 LX2267  ___________________________________________________________________
 LX2267  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX2267  DYNAMIC HT  -          48.064 (meters)     157.69  (feet)  COMP
 LX2267  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 LX2267
 LX2267  VERT ORDER  -  FIRST     CLASS II
 LX2267
 LX2267.The horizontal coordinates were scaled from a topographic map and have
 LX2267.an estimated accuracy of +/- 6 seconds.
 LX2267
 LX2267.The orthometric height was determined by differential leveling
 LX2267.and adjusted by the National Geodetic Survey in June 1991..
 LX2267
 LX2267.The geoid height was determined by GEOID03.
 LX2267
 LX2267.The dynamic height is computed by dividing the NAVD 88
 LX2267.geopotential number by the normal gravity value computed on the
 LX2267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2267.degrees latitude (g = 980.6199 gals.).
 LX2267
 LX2267.The modeled gravity was interpolated from observed gravity values.
 LX2267
 LX2267;                    North         East    Units  Estimated Accuracy
 LX2267;SPC CT       -   177,870.      227,090.      MT  (+/- 180 meters Scaled)
 LX2267
 LX2267                          SUPERSEDED SURVEY CONTROL
 LX2267
 LX2267.No superseded survey control is available for this station.
 LX2267
 LX2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL113461(NAD 83)
 LX2267_MARKER: DB = BENCH MARK DISK
 LX2267_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2267_SP_SET: BRIDGE ABUTMENT
 LX2267_STAMPING: C 72 1985
 LX2267_MARK LOGO: NGS   
 LX2267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2267
 LX2267  HISTORY     - Date     Condition        Report By
 LX2267  HISTORY     - 1985     MONUMENTED       NGS
 LX2267
 LX2267                          STATION DESCRIPTION
 LX2267
 LX2267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2267'0.2 KM (0.1 MI) SSE FROM RIVERSVILLE.
 LX2267'0.2 KM (0.1 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 15 (MERRITT
 LX2267'PARKWAY) FROM THE OVERPASS FOR RIVERSVILLE ROAD IN RIVERSVILLE TO THE
 LX2267'MARK ON THE LEFT, IN TOP OF THE NORTHEAST ABUTMENT OF THE HIGHWAY
 LX2267'BRIDGE OVER BYRAM RIVER, 0.2 KM (0.15 MI) NORTHEAST OF A TOLL GATE,
 LX2267'0.12 METER (0.4 FT) NORTHEAST OF THE NORTHEAST BRIDGE CURB, 0.21 METER
 LX2267'(0.7 FT) SOUTHWEST OF THE FACE OF THE NORTHEAST ABUTMENT.
 LX2267'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2312 ***********************************************************************
 LX2312  DESIGNATION -  C 73
 LX2312  PID         -  LX2312
 LX2312  STATE/COUNTY-  CT/FAIRFIELD
 LX2312  USGS QUAD   -  BOTSFORD (1984)
 LX2312
 LX2312                         *CURRENT SURVEY CONTROL
 LX2312  ___________________________________________________________________
 LX2312* NAD 83(1986)-  41 18 27.     (N)    073 22 11.     (W)     SCALED    
 LX2312* NAVD 88     -       161.984  (meters)     531.44   (feet)  ADJUSTED  
 LX2312  ___________________________________________________________________
 LX2312  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2312  DYNAMIC HT  -         161.930 (meters)     531.27  (feet)  COMP
 LX2312  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 LX2312
 LX2312  VERT ORDER  -  FIRST     CLASS II
 LX2312
 LX2312.The horizontal coordinates were scaled from a topographic map and have
 LX2312.an estimated accuracy of +/- 6 seconds.
 LX2312
 LX2312.The orthometric height was determined by differential leveling
 LX2312.and adjusted by the National Geodetic Survey in June 1991..
 LX2312
 LX2312.The geoid height was determined by GEOID03.
 LX2312
 LX2312.The dynamic height is computed by dividing the NAVD 88
 LX2312.geopotential number by the normal gravity value computed on the
 LX2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2312.degrees latitude (g = 980.6199 gals.).
 LX2312
 LX2312.The modeled gravity was interpolated from observed gravity values.
 LX2312
 LX2312;                    North         East    Units  Estimated Accuracy
 LX2312;SPC CT       -   205,250.      252,900.      MT  (+/- 180 meters Scaled)
 LX2312
 LX2312                          SUPERSEDED SURVEY CONTROL
 LX2312
 LX2312.No superseded survey control is available for this station.
 LX2312
 LX2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL364741(NAD 83)
 LX2312_MARKER: DB = BENCH MARK DISK
 LX2312_SETTING: 66 = SET IN ROCK OUTCROP
 LX2312_SP_SET: ROCK OUTCROP
 LX2312_STAMPING: C 73 1985
 LX2312_MARK LOGO: NGS   
 LX2312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2312+STABILITY: POSITION/ELEVATION WELL
 LX2312
 LX2312  HISTORY     - Date     Condition        Report By
 LX2312  HISTORY     - 1985     MONUMENTED       NGS
 LX2312
 LX2312                          STATION DESCRIPTION
 LX2312
 LX2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2312'1.7 KM (1.05 MI) SW FROM REDDING RIDGE.
 LX2312'1.7 KM (1.05 MI) SOUTHWEST ALONG CROSS HIGHWAY FROM THE JUNCTION OF
 LX2312'STATE HIGHWAY 158 IN REDDING TRIDGE TO THE MARK ON THE RIGHT,
 LX2312'11.2 METERS (37.0 FT) NORTHWEST OF THE CENTERLINE OF CROSS HIGHWAY,
 LX2312'27.8 METERS (91.5 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRICK
 LX2312'BUILDING, 19.5 METERS (64.0 FT) NORTHEAST OF POWER POLE 407,
 LX2312'16.9 METERS (55.5 FT) WEST OF POWER POLE 406 WITH THREE TRANSFORMERS.
 LX2312'THE MARK IS 0.91 M ABOVE CROSS HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2329 ***********************************************************************
 LX2329  DESIGNATION -  C 74
 LX2329  PID         -  LX2329
 LX2329  STATE/COUNTY-  CT/FAIRFIELD
 LX2329  USGS QUAD   -  LONG HILL (1984)
 LX2329
 LX2329                         *CURRENT SURVEY CONTROL
 LX2329  ___________________________________________________________________
 LX2329* NAD 83(1986)-  41 17 46.     (N)    073 14 47.     (W)     SCALED    
 LX2329* NAVD 88     -       102.387  (meters)     335.91   (feet)  ADJUSTED  
 LX2329  ___________________________________________________________________
 LX2329  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2329  DYNAMIC HT  -         102.351 (meters)     335.80  (feet)  COMP
 LX2329  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LX2329
 LX2329  VERT ORDER  -  FIRST     CLASS II
 LX2329
 LX2329.The horizontal coordinates were scaled from a topographic map and have
 LX2329.an estimated accuracy of +/- 6 seconds.
 LX2329
 LX2329.The orthometric height was determined by differential leveling
 LX2329.and adjusted by the National Geodetic Survey in June 1991..
 LX2329
 LX2329.The geoid height was determined by GEOID03.
 LX2329
 LX2329.The dynamic height is computed by dividing the NAVD 88
 LX2329.geopotential number by the normal gravity value computed on the
 LX2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2329.degrees latitude (g = 980.6199 gals.).
 LX2329
 LX2329.The modeled gravity was interpolated from observed gravity values.
 LX2329
 LX2329;                    North         East    Units  Estimated Accuracy
 LX2329;SPC CT       -   203,920.      263,230.      MT  (+/- 180 meters Scaled)
 LX2329
 LX2329                          SUPERSEDED SURVEY CONTROL
 LX2329
 LX2329.No superseded survey control is available for this station.
 LX2329
 LX2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL468731(NAD 83)
 LX2329_MARKER: I = METAL ROD
 LX2329_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2329+WITH SETTING: INFORMATION.
 LX2329_SP_SET: SHALLOW-SET METAL ROD
 LX2329_STAMPING: C 74 1985
 LX2329_MARK LOGO: NGS   
 LX2329_PROJECTION: FLUSH
 LX2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2329_ROD/PIPE-DEPTH: 1.5  meters
 LX2329
 LX2329  HISTORY     - Date     Condition        Report By
 LX2329  HISTORY     - 1985     MONUMENTED       NGS
 LX2329
 LX2329                          STATION DESCRIPTION
 LX2329
 LX2329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2329'1.4 KM (0.85 MI) NW FROM TRUMBULL.
 LX2329'1.4 KM (0.85 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2329'STATE HIGHWAY 111 IN TRUMBULL TO THE MARK ON THE LEFT, AT THE
 LX2329'TRUMBULL-MONROE TOWN LINE, 11.64 METERS (38.2 FT) SOUTHWEST OF THE
 LX2329'CENTERLINE OF THE HIGHWAY, 17.07 METERS (56.0 FT) SOUTH-SOUTHEAST OF
 LX2329'THE CENTER OF A SIGN (WELCOME TO MONROE), 4.51 METERS (14.8 FT)
 LX2329'NORTHWEST OF A SIGN (WELCOME TO TRUMBULL).  NOTE--SEVERAL ATTEMPTS
 LX2329'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.5
 LX2329'METERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2329'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2451 ***********************************************************************
 LX2451  DESIGNATION -  C 75
 LX2451  PID         -  LX2451
 LX2451  STATE/COUNTY-  CT/LITCHFIELD
 LX2451  USGS QUAD   -  TORRINGTON (1984)
 LX2451
 LX2451                         *CURRENT SURVEY CONTROL
 LX2451  ___________________________________________________________________
 LX2451* NAD 83(1986)-  41 49 53.     (N)    073 06 21.     (W)     SCALED    
 LX2451* NAVD 88     -       219.969  (meters)     721.68   (feet)  ADJUSTED  
 LX2451  ___________________________________________________________________
 LX2451  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2451  DYNAMIC HT  -         219.895 (meters)     721.44  (feet)  COMP
 LX2451  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 LX2451
 LX2451  VERT ORDER  -  FIRST     CLASS II
 LX2451
 LX2451.The horizontal coordinates were scaled from a topographic map and have
 LX2451.an estimated accuracy of +/- 6 seconds.
 LX2451
 LX2451.The orthometric height was determined by differential leveling
 LX2451.and adjusted by the National Geodetic Survey in June 1991..
 LX2451
 LX2451.The geoid height was determined by GEOID03.
 LX2451
 LX2451.The dynamic height is computed by dividing the NAVD 88
 LX2451.geopotential number by the normal gravity value computed on the
 LX2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2451.degrees latitude (g = 980.6199 gals.).
 LX2451
 LX2451.The modeled gravity was interpolated from observed gravity values.
 LX2451
 LX2451;                    North         East    Units  Estimated Accuracy
 LX2451;SPC CT       -   263,310.      275,240.      MT  (+/- 180 meters Scaled)
 LX2451
 LX2451                          SUPERSEDED SURVEY CONTROL
 LX2451
 LX2451.No superseded survey control is available for this station.
 LX2451
 LX2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM572327(NAD 83)
 LX2451_MARKER: DB = BENCH MARK DISK
 LX2451_SETTING: 66 = SET IN ROCK OUTCROP
 LX2451_SP_SET: ROCK OUTCROP
 LX2451_STAMPING: C 75 1985
 LX2451_MARK LOGO: NGS   
 LX2451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2451+STABILITY: POSITION/ELEVATION WELL
 LX2451
 LX2451  HISTORY     - Date     Condition        Report By
 LX2451  HISTORY     - 1985     MONUMENTED       NGS
 LX2451
 LX2451                          STATION DESCRIPTION
 LX2451
 LX2451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2451'2.7 KM (1.7 MI) NORTH FROM TORRINGTON.
 LX2451'2.7 KM (1.7 MI) NORTH ALONG COUNTY ROAD 800 (MAIN STREET) FROM THE
 LX2451'JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON TO THE MARK ON THE
 LX2451'RIGHT, IN TOP OF A ROCK OUTCROP, 0.1 KM (0.05 MI) SOUTH OF THE
 LX2451'JUNCTION OF KENNEDY ROAD, 8.22 METERS (27.0 FT) SOUTHEAST OF THE
 LX2451'CENTERLINE OF THE HIGHWAY, 28.85 METERS (94.0 FT) SOUTHWEST OF A
 LX2451'HIGHWAY SIGN (TO NORTH 8), 6.85 METERS (22.5 FT) SOUTHWEST OF POWER
 LX2451'POLE 3369.
 LX2451'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LX2451'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2683 ***********************************************************************
 LX2683  DESIGNATION -  C 76
 LX2683  PID         -  LX2683
 LX2683  STATE/COUNTY-  CT/LITCHFIELD
 LX2683  USGS QUAD   -  NEW HARTFORD (1984)
 LX2683
 LX2683                         *CURRENT SURVEY CONTROL
 LX2683  ___________________________________________________________________
 LX2683* NAD 83(1986)-  41 54 18.     (N)    072 59 53.     (W)     SCALED    
 LX2683* NAVD 88     -       156.066  (meters)     512.03   (feet)  ADJUSTED  
 LX2683  ___________________________________________________________________
 LX2683  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX2683  DYNAMIC HT  -         156.018 (meters)     511.87  (feet)  COMP
 LX2683  MODELED GRAV-     980,314.4   (mgal)                       NAVD 88
 LX2683
 LX2683  VERT ORDER  -  FIRST     CLASS II
 LX2683
 LX2683.The horizontal coordinates were scaled from a topographic map and have
 LX2683.an estimated accuracy of +/- 6 seconds.
 LX2683
 LX2683.The orthometric height was determined by differential leveling
 LX2683.and adjusted by the National Geodetic Survey in June 1991..
 LX2683
 LX2683.The geoid height was determined by GEOID03.
 LX2683
 LX2683.The dynamic height is computed by dividing the NAVD 88
 LX2683.geopotential number by the normal gravity value computed on the
 LX2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2683.degrees latitude (g = 980.6199 gals.).
 LX2683
 LX2683.The modeled gravity was interpolated from observed gravity values.
 LX2683
 LX2683;                    North         East    Units  Estimated Accuracy
 LX2683;SPC CT       -   271,450.      284,220.      MT  (+/- 180 meters Scaled)
 LX2683
 LX2683                          SUPERSEDED SURVEY CONTROL
 LX2683
 LX2683.No superseded survey control is available for this station.
 LX2683
 LX2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM660411(NAD 83)
 LX2683_MARKER: DB = BENCH MARK DISK
 LX2683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2683_SP_SET: WINGWALL
 LX2683_STAMPING: C 76 1985
 LX2683_MARK LOGO: NGS   
 LX2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2683+STABILITY: SURFACE MOTION
 LX2683
 LX2683  HISTORY     - Date     Condition        Report By
 LX2683  HISTORY     - 1985     MONUMENTED       NGS
 LX2683
 LX2683                          STATION DESCRIPTION
 LX2683
 LX2683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2683'3.2 KM (2.0 MI) NW FROM NEW HARTFORD.
 LX2683'3.2 KM (2.0 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2683'IN NEW HARTFORD TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST SIDE
 LX2683'OF THE NORTHWEST WINGWALL OF A CULVERT UNDER THE HIGHWAY, 8.29 METERS
 LX2683'(27.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.26 METERS
 LX2683'(14.0 FT) SOUTH-SOUTHEAST OF POWER POLE 1750 WITH A TRANSFORMER,
 LX2683'0.12 METER (0.4 FT) SOUTHWEST OF THE SOUTHWEST HEADWALL OF THE
 LX2683'CULVERT.
 LX2683'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2683'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2529 ***********************************************************************
 LX2529  DESIGNATION -  C 77
 LX2529  PID         -  LX2529
 LX2529  STATE/COUNTY-  CT/FAIRFIELD
 LX2529  USGS QUAD   -  MILFORD (1984)
 LX2529
 LX2529                         *CURRENT SURVEY CONTROL
 LX2529  ___________________________________________________________________
 LX2529* NAD 83(1986)-  41 13 41.     (N)    073 06 47.     (W)     SCALED    
 LX2529* NAVD 88     -        16.200  (meters)      53.15   (feet)  ADJUSTED  
 LX2529  ___________________________________________________________________
 LX2529  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX2529  DYNAMIC HT  -          16.194 (meters)      53.13  (feet)  COMP
 LX2529  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 LX2529
 LX2529  VERT ORDER  -  FIRST     CLASS II
 LX2529
 LX2529.The horizontal coordinates were scaled from a topographic map and have
 LX2529.an estimated accuracy of +/- 6 seconds.
 LX2529
 LX2529.The orthometric height was determined by differential leveling
 LX2529.and adjusted by the National Geodetic Survey in June 1991..
 LX2529
 LX2529.The geoid height was determined by GEOID03.
 LX2529
 LX2529.The dynamic height is computed by dividing the NAVD 88
 LX2529.geopotential number by the normal gravity value computed on the
 LX2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2529.degrees latitude (g = 980.6199 gals.).
 LX2529
 LX2529.The modeled gravity was interpolated from observed gravity values.
 LX2529
 LX2529;                    North         East    Units  Estimated Accuracy
 LX2529;SPC CT       -   196,300.      274,360.      MT  (+/- 180 meters Scaled)
 LX2529
 LX2529                          SUPERSEDED SURVEY CONTROL
 LX2529
 LX2529.No superseded survey control is available for this station.
 LX2529
 LX2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL581657(NAD 83)
 LX2529_MARKER: DB = BENCH MARK DISK
 LX2529_SETTING: 66 = SET IN ROCK OUTCROP
 LX2529_SP_SET: ROCK CUT
 LX2529_STAMPING: C 77 1985
 LX2529_MARK LOGO: NGS   
 LX2529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2529+STABILITY: POSITION/ELEVATION WELL
 LX2529
 LX2529  HISTORY     - Date     Condition        Report By
 LX2529  HISTORY     - 1985     MONUMENTED       NGS
 LX2529  HISTORY     - 19950821 GOOD             USPSQD
 LX2529
 LX2529                          STATION DESCRIPTION
 LX2529
 LX2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2529'3.3 KM (2.05 MI) NORTH FROM STRATFORD.
 LX2529'3.3 KM (2.05 MI) NORTH ALONG STATE HIGHWAY 110 FROM THE OVERPASS OF
 LX2529'INTERSTATE 95 IN STRATFORD TO THE MARK ON THE LEFT, IN TOP OF A LEDGE
 LX2529'AT THE BASE OF A ROCK CUT, 7.62 METERS (25.0 FT) NORTHWEST OF THE
 LX2529'CENTERLINE OF THE HIGHWAY, 15.39 METERS (50.5 FT) NORTH-NORTHWEST AND
 LX2529'ACROSS THE HIGHWAY FROM UTILITY POLE 4219, 0.18 METER (0.6 FT)
 LX2529'NORTHWEST OF THE SOUTHEAST EDGE OF THE CUT.
 LX2529'THE MARK IS 1.2 M ABOVE HIGHWAY.
 LX2529
 LX2529                          STATION RECOVERY (1995)
 LX2529
 LX2529'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2840 ***********************************************************************
 LX2840  DESIGNATION -  C 78
 LX2840  PID         -  LX2840
 LX2840  STATE/COUNTY-  CT/NEW HAVEN
 LX2840  USGS QUAD   -  NAUGATUCK (1984)
 LX2840
 LX2840                         *CURRENT SURVEY CONTROL
 LX2840  ___________________________________________________________________
 LX2840* NAD 83(1986)-  41 26 16.     (N)    073 03 08.     (W)     SCALED    
 LX2840* NAVD 88     -        63.411  (meters)     208.04   (feet)  ADJUSTED  
 LX2840  ___________________________________________________________________
 LX2840  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2840  DYNAMIC HT  -          63.391 (meters)     207.98  (feet)  COMP
 LX2840  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 LX2840
 LX2840  VERT ORDER  -  FIRST     CLASS II
 LX2840
 LX2840.The horizontal coordinates were scaled from a topographic map and have
 LX2840.an estimated accuracy of +/- 6 seconds.
 LX2840
 LX2840.The orthometric height was determined by differential leveling
 LX2840.and adjusted by the National Geodetic Survey in June 1991..
 LX2840
 LX2840.The geoid height was determined by GEOID03.
 LX2840
 LX2840.The dynamic height is computed by dividing the NAVD 88
 LX2840.geopotential number by the normal gravity value computed on the
 LX2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2840.degrees latitude (g = 980.6199 gals.).
 LX2840
 LX2840.The modeled gravity was interpolated from observed gravity values.
 LX2840
 LX2840;                    North         East    Units  Estimated Accuracy
 LX2840;SPC CT       -   219,570.      279,540.      MT  (+/- 180 meters Scaled)
 LX2840
 LX2840                          SUPERSEDED SURVEY CONTROL
 LX2840
 LX2840.No superseded survey control is available for this station.
 LX2840
 LX2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL627891(NAD 83)
 LX2840_MARKER: DB = BENCH MARK DISK
 LX2840_SETTING: 66 = SET IN ROCK OUTCROP
 LX2840_SP_SET: ROCK OUTCROP
 LX2840_STAMPING: C 78 1985
 LX2840_MARK LOGO: NGS   
 LX2840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2840+STABILITY: POSITION/ELEVATION WELL
 LX2840
 LX2840  HISTORY     - Date     Condition        Report By
 LX2840  HISTORY     - 1985     MONUMENTED       NGS
 LX2840  HISTORY     - 19910304 GOOD             USPSQD
 LX2840  HISTORY     - 19971018 GOOD             USPSQD
 LX2840
 LX2840                          STATION DESCRIPTION
 LX2840
 LX2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2840'1.1 KM (0.7 MI) EAST FROM BEACON FALLS.
 LX2840'0.5 KM (0.3 MI) EAST ALONG SOUTH MAIN STREET FROM THE BEACON HOSE
 LX2840'COMPANY NUMBER 1 IN BEACON FALLS, THENCE 0.6 KM (0.4 MI) EAST ALONG
 LX2840'STATE HIGHWAY 42, THENCE 21.34 METERS (70.0 FT) WEST ALONG FELDSPAR
 LX2840'AVENUE, THENCE 30.48 METERS (100.0 FT) NORTH ALONG EDGEWOOD DRIVE TO
 LX2840'THE MARK ON THE RIGHT IN TOP OF A LARGE ROCK OUTCROP, 6.10 METERS
 LX2840'(20.0 FT) EAST OF THE CENTER OF EDGEWOOD DRIVE, 5.0 METERS (16.4 FT)
 LX2840'NORTHWEST OF THE NORTHWEST CORNER OF A ONE CAR GARAGE.
 LX2840'THE MARK IS 1.0 M ABOVE EDGEWOOD DRIVE.
 LX2840
 LX2840                          STATION RECOVERY (1991)
 LX2840
 LX2840'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2840'RECOVERED IN GOOD CONDITION.
 LX2840
 LX2840                          STATION RECOVERY (1997)
 LX2840
 LX2840'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2603 ***********************************************************************
 LX2603  DESIGNATION -  C 79
 LX2603  PID         -  LX2603
 LX2603  STATE/COUNTY-  CT/LITCHFIELD
 LX2603  USGS QUAD   -  KENT (1971)
 LX2603
 LX2603                         *CURRENT SURVEY CONTROL
 LX2603  ___________________________________________________________________
 LX2603* NAD 83(1986)-  41 38 45.     (N)    073 23 06.     (W)     SCALED    
 LX2603* NAVD 88     -       152.462  (meters)     500.20   (feet)  ADJUSTED  
 LX2603  ___________________________________________________________________
 LX2603  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX2603  DYNAMIC HT  -         152.410 (meters)     500.03  (feet)  COMP
 LX2603  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 LX2603
 LX2603  VERT ORDER  -  FIRST     CLASS II
 LX2603
 LX2603.The horizontal coordinates were scaled from a topographic map and have
 LX2603.an estimated accuracy of +/- 6 seconds.
 LX2603
 LX2603.The orthometric height was determined by differential leveling
 LX2603.and adjusted by the National Geodetic Survey in June 1991..
 LX2603
 LX2603.The geoid height was determined by GEOID03.
 LX2603
 LX2603.The dynamic height is computed by dividing the NAVD 88
 LX2603.geopotential number by the normal gravity value computed on the
 LX2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2603.degrees latitude (g = 980.6199 gals.).
 LX2603
 LX2603.The modeled gravity was interpolated from observed gravity values.
 LX2603
 LX2603;                    North         East    Units  Estimated Accuracy
 LX2603;SPC CT       -   242,830.      251,900.      MT  (+/- 180 meters Scaled)
 LX2603
 LX2603                          SUPERSEDED SURVEY CONTROL
 LX2603
 LX2603.No superseded survey control is available for this station.
 LX2603
 LX2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM344117(NAD 83)
 LX2603_MARKER: I = METAL ROD
 LX2603_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2603_SP_SET: STAINLESS STEEL ROD
 LX2603_STAMPING: C 79 1985
 LX2603_MARK LOGO: NGS   
 LX2603_PROJECTION: FLUSH
 LX2603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2603_ROD/PIPE-DEPTH: 10.7 meters
 LX2603
 LX2603  HISTORY     - Date     Condition        Report By
 LX2603  HISTORY     - 1985     MONUMENTED       NGS
 LX2603
 LX2603                          STATION DESCRIPTION
 LX2603
 LX2603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2603'8.0 KM (5.0 MI) NORTH FROM NEW MILFORD.
 LX2603'8.0 KM (5.0 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2603'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE RIGHT, AT THE
 LX2603'SOUTHWEST CORNER OF NORTHFIELD CEMETERY, 7.0 METERS (23.0 FT)
 LX2603'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13.0 METERS (43.0 FT)
 LX2603'NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY, 0.30 METER (1.0 FT)
 LX2603'NORTHWEST OF A ROCK WALL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LX2603'A 5-INCH LOGO CAP.
 LX2603'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0514 ***********************************************************************
 LX0514  DESIGNATION -  C 8
 LX0514  PID         -  LX0514
 LX0514  STATE/COUNTY-  CT/HARTFORD
 LX0514  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX0514
 LX0514                         *CURRENT SURVEY CONTROL
 LX0514  ___________________________________________________________________
 LX0514* NAD 83(1986)-  41 44 32.     (N)    072 42 56.     (W)     SCALED    
 LX0514* NAVD 88     -        21.115  (meters)      69.27   (feet)  POSTED    
 LX0514  ___________________________________________________________________
 LX0514  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX0514  DYNAMIC HT  -          21.110 (meters)      69.26  (feet)  COMP
 LX0514  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 LX0514
 LX0514  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0514
 LX0514.The horizontal coordinates were scaled from a topographic map and have
 LX0514.an estimated accuracy of +/- 6 seconds.
 LX0514
 LX0514.The orthometric height was determined by differential leveling
 LX0514.and adjusted by the National Geodetic Survey in 1992..
 LX0514.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0514.rate of 2.1 thru 3.0 mm/km.
 LX0514
 LX0514.The geoid height was determined by GEOID03.
 LX0514
 LX0514.The dynamic height is computed by dividing the NAVD 88
 LX0514.geopotential number by the normal gravity value computed on the
 LX0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0514.degrees latitude (g = 980.6199 gals.).
 LX0514
 LX0514.The modeled gravity was interpolated from observed gravity values.
 LX0514
 LX0514;                    North         East    Units  Estimated Accuracy
 LX0514;SPC CT       -   253,340.      307,670.      MT  (+/- 180 meters Scaled)
 LX0514
 LX0514                          SUPERSEDED SURVEY CONTROL
 LX0514
 LX0514.No superseded survey control is available for this station.
 LX0514
 LX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM899236(NAD 83)
 LX0514_MARKER: DJ = TIDAL STATION DISK
 LX0514_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0514_SP_SET: SAND BIN
 LX0514_STAMPING: 70.161 C 8 1923
 LX0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0514
 LX0514  HISTORY     - Date     Condition        Report By
 LX0514  HISTORY     - 1923     MONUMENTED       CGS
 LX0514  HISTORY     - 1967     POOR             NGS
 LX0514
 LX0514                          STATION DESCRIPTION
 LX0514
 LX0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0514'2.8 MI SW FROM HARTFORD.
 LX0514'2.8 MILES SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0514'RAILROAD FROM THE STATION AT HARTFORD, HARTFORD COUNTY, 35 YARDS
 LX0514'NORTHEAST OF THE FLATBUSH AVENUE GRADE CROSSING, 35 FEET SOUTHEAST
 LX0514'OF THE SOUTHEAST RAIL OF THE MAIN-LINE TRACK, AT A BRICK BUILDING
 LX0514'OCCUPIED BY THE HARTFORD ELECTRIC STEEL CORP., IN THE WALL OF A
 LX0514'CONCRETE SAND BIN ATTACHED TO THE NORTHWEST SIDE OF THE BRICK
 LX0514'BUILDING, 1.1 FEET NORTHEAST OF THE CORNER, AND 1.5 FEET ABOVE
 LX0514'THE GROUND.  A STANDARD DISK, STAMPED 70.161 C 8 1923 AND SET
 LX0514'VERTICALLY.  NOTE-- IT WAS REPORTED IN OCTOBER 1934 THAT THE
 LX0514'WALL OF THE CONCRETE BIN IS PAINTED BRICK RED AND THE DISK IS
 LX0514'INCONSPICUOUS HAVING BEEN PAINTED IN WITH THE WALL.  IT WAS
 LX0514'REPORTED IN JULY 1953 THAT THE BUILDING HAS BEEN REFACED WITH
 LX0514'CONCRETE AND THE MARK IS NOT RECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2570 ***********************************************************************
 LX2570  DESIGNATION -  C 80
 LX2570  PID         -  LX2570
 LX2570  STATE/COUNTY-  CT/LITCHFIELD
 LX2570  USGS QUAD   -  ROXBURY (1984)
 LX2570
 LX2570                         *CURRENT SURVEY CONTROL
 LX2570  ___________________________________________________________________
 LX2570* NAD 83(1986)-  41 35 55.     (N)    073 16 25.     (W)     SCALED    
 LX2570* NAVD 88     -       196.922  (meters)     646.07   (feet)  ADJUSTED  
 LX2570  ___________________________________________________________________
 LX2570  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2570  DYNAMIC HT  -         196.856 (meters)     645.85  (feet)  COMP
 LX2570  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX2570
 LX2570  VERT ORDER  -  FIRST     CLASS II
 LX2570
 LX2570.The horizontal coordinates were scaled from a topographic map and have
 LX2570.an estimated accuracy of +/- 6 seconds.
 LX2570
 LX2570.The orthometric height was determined by differential leveling
 LX2570.and adjusted by the National Geodetic Survey in June 1991..
 LX2570
 LX2570.The geoid height was determined by GEOID03.
 LX2570
 LX2570.The dynamic height is computed by dividing the NAVD 88
 LX2570.geopotential number by the normal gravity value computed on the
 LX2570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2570.degrees latitude (g = 980.6199 gals.).
 LX2570
 LX2570.The modeled gravity was interpolated from observed gravity values.
 LX2570
 LX2570;                    North         East    Units  Estimated Accuracy
 LX2570;SPC CT       -   237,520.      261,150.      MT  (+/- 180 meters Scaled)
 LX2570
 LX2570                          SUPERSEDED SURVEY CONTROL
 LX2570
 LX2570.No superseded survey control is available for this station.
 LX2570
 LX2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM438066(NAD 83)
 LX2570_MARKER: DB = BENCH MARK DISK
 LX2570_SETTING: 66 = SET IN ROCK OUTCROP
 LX2570_SP_SET: ROCK OUTCROP
 LX2570_STAMPING: C 80 1985
 LX2570_MARK LOGO: NGS   
 LX2570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2570+STABILITY: POSITION/ELEVATION WELL
 LX2570
 LX2570  HISTORY     - Date     Condition        Report By
 LX2570  HISTORY     - 1985     MONUMENTED       NGS
 LX2570
 LX2570                          STATION DESCRIPTION
 LX2570
 LX2570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2570'6.1 KM (3.8 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2570'6.1 KM (3.8 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2570'WASHINGTON DEPOT TO THE MARK ON THE RIGHT, JUST BEFORE REACHING A
 LX2570'POWER LINE CROSSING, 7.0 METERS (13.1 FT) SOUTHWEST OF THE CENTERLINE
 LX2570'OF THE HIGHWAY, 25.9 METERS (85.0 FT) SOUTHEAST OF GUY POLE 1535-S,
 LX2570'22.2 METERS (66.3 FT) SOUTH OF POWER POLE 1535.
 LX2570'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
 LX2570'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2393 ***********************************************************************
 LX2393  DESIGNATION -  C 81
 LX2393  PID         -  LX2393
 LX2393  STATE/COUNTY-  CT/NEW HAVEN
 LX2393  USGS QUAD   -  SOUTHBURY (1984)
 LX2393
 LX2393                         *CURRENT SURVEY CONTROL
 LX2393  ___________________________________________________________________
 LX2393* NAD 83(1986)-  41 28 49.     (N)    073 11 50.     (W)     SCALED    
 LX2393* NAVD 88     -       128.755  (meters)     422.42   (feet)  ADJUSTED  
 LX2393  ___________________________________________________________________
 LX2393  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2393  DYNAMIC HT  -         128.711 (meters)     422.28  (feet)  COMP
 LX2393  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX2393
 LX2393  VERT ORDER  -  FIRST     CLASS II
 LX2393
 LX2393.The horizontal coordinates were scaled from a topographic map and have
 LX2393.an estimated accuracy of +/- 6 seconds.
 LX2393
 LX2393.The orthometric height was determined by differential leveling
 LX2393.and adjusted by the National Geodetic Survey in June 1991..
 LX2393
 LX2393.The geoid height was determined by GEOID03.
 LX2393
 LX2393.The dynamic height is computed by dividing the NAVD 88
 LX2393.geopotential number by the normal gravity value computed on the
 LX2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2393.degrees latitude (g = 980.6199 gals.).
 LX2393
 LX2393.The modeled gravity was interpolated from observed gravity values.
 LX2393
 LX2393;                    North         East    Units  Estimated Accuracy
 LX2393;SPC CT       -   224,350.      267,450.      MT  (+/- 180 meters Scaled)
 LX2393
 LX2393                          SUPERSEDED SURVEY CONTROL
 LX2393
 LX2393.No superseded survey control is available for this station.
 LX2393
 LX2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL505936(NAD 83)
 LX2393_MARKER: I = METAL ROD
 LX2393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2393_SP_SET: STAINLESS STEEL ROD
 LX2393_STAMPING: C 81 1985
 LX2393_MARK LOGO: NGS   
 LX2393_PROJECTION: FLUSH
 LX2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2393_ROD/PIPE-DEPTH: 14.4 meters
 LX2393
 LX2393  HISTORY     - Date     Condition        Report By
 LX2393  HISTORY     - 1985     MONUMENTED       NGS
 LX2393
 LX2393                          STATION DESCRIPTION
 LX2393
 LX2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2393'2.3 KM (1.4 MI) SW FROM SOUTHBURY.
 LX2393'2.3 KM (1.4 MI) SOUTHWEST ALONG INTERSTATE 84 FROM BUCKS HILL ROAD
 LX2393'OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, ON THE SOUTH SIDE OF
 LX2393'INTERSTATE 84 EASTBOUND AT MOTORIST AID CALL BOX NUMBER 413, 2.5
 LX2393'METERS (8.2 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY,
 LX2393'1.92 METERS (6.3 FT) NORTH-NORTHWEST OF THE CENTER OF A PAVED DRAINAGE
 LX2393'DITCH, 1.61 METERS (5.3 FT) SOUTH-SOUTHEAST OF AN ALUMINUM POLE WITH
 LX2393'CALL BOX ATTACHED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2393'5-INCH LOGO CAP.
 LX2393'THE MARK IS 0.33 METERS  NNW FROM  A WITNESS POST
 LX2393'THE MARK IS 0.09 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2878 ***********************************************************************
 LX2878  DESIGNATION -  C 82
 LX2878  PID         -  LX2878
 LX2878  STATE/COUNTY-  CT/MIDDLESEX
 LX2878  USGS QUAD   -  DURHAM (1984)
 LX2878
 LX2878                         *CURRENT SURVEY CONTROL
 LX2878  ___________________________________________________________________
 LX2878* NAD 83(1986)-  41 27 33.     (N)    072 41 23.     (W)     SCALED    
 LX2878* NAVD 88     -        48.060  (meters)     157.68   (feet)  ADJUSTED  
 LX2878  ___________________________________________________________________
 LX2878  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2878  DYNAMIC HT  -          48.044 (meters)     157.62  (feet)  COMP
 LX2878  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 LX2878
 LX2878  VERT ORDER  -  FIRST     CLASS II
 LX2878
 LX2878.The horizontal coordinates were scaled from a topographic map and have
 LX2878.an estimated accuracy of +/- 6 seconds.
 LX2878
 LX2878.The orthometric height was determined by differential leveling
 LX2878.and adjusted by the National Geodetic Survey in June 1991..
 LX2878
 LX2878.The geoid height was determined by GEOID03.
 LX2878
 LX2878.The dynamic height is computed by dividing the NAVD 88
 LX2878.geopotential number by the normal gravity value computed on the
 LX2878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2878.degrees latitude (g = 980.6199 gals.).
 LX2878
 LX2878.The modeled gravity was interpolated from observed gravity values.
 LX2878
 LX2878;                    North         East    Units  Estimated Accuracy
 LX2878;SPC CT       -   221,910.      309,840.      MT  (+/- 180 meters Scaled)
 LX2878
 LX2878                          SUPERSEDED SURVEY CONTROL
 LX2878
 LX2878.No superseded survey control is available for this station.
 LX2878
 LX2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL929923(NAD 83)
 LX2878_MARKER: I = METAL ROD
 LX2878_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2878+WITH SETTING: INFORMATION.
 LX2878_SP_SET: SHALLOW-SET METAL ROD
 LX2878_STAMPING: C 82 1985
 LX2878_MARK LOGO: NGS   
 LX2878_PROJECTION: FLUSH
 LX2878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2878_ROD/PIPE-DEPTH: 2.2  meters
 LX2878
 LX2878  HISTORY     - Date     Condition        Report By
 LX2878  HISTORY     - 1985     MONUMENTED       NGS
 LX2878
 LX2878                          STATION DESCRIPTION
 LX2878
 LX2878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2878'2.7 KM (1.7 MI) SW FROM DURHAM.
 LX2878'2.7 KM (1.7 MI) SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2878'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE RIGHT, 7.77 METERS (25.5
 LX2878'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.14 METERS (30.0 FT)
 LX2878'SOUTH OF THE CENTERLINE OF PARMELEE ROAD, 0.52 METER (1.7 FT) WEST OF
 LX2878'THE WEST EDGE OF A METAL GUARD RAIL.  NOTE--SEVERAL ATTEMPTS WERE MADE
 LX2878'TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO
 LX2878'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2878'THE MARK IS 0.45 METERS  W FROM  A WITNESS POST
 LX2878'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1893 ***********************************************************************
 LX1893  DESIGNATION -  C 826
 LX1893  PID         -  LX1893
 LX1893  STATE/COUNTY-  CT/FAIRFIELD
 LX1893  USGS QUAD   -  DANBURY (1984)
 LX1893
 LX1893                         *CURRENT SURVEY CONTROL
 LX1893  ___________________________________________________________________
 LX1893* NAD 83(1986)-  41 23 18.     (N)    073 28 29.     (W)     SCALED    
 LX1893* NAVD 88     -       153.529  (meters)     503.70   (feet)  ADJUSTED  
 LX1893  ___________________________________________________________________
 LX1893  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1893  DYNAMIC HT  -         153.477 (meters)     503.53  (feet)  COMP
 LX1893  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX1893
 LX1893  VERT ORDER  -  FIRST     CLASS II
 LX1893
 LX1893.The horizontal coordinates were scaled from a topographic map and have
 LX1893.an estimated accuracy of +/- 6 seconds.
 LX1893
 LX1893.The orthometric height was determined by differential leveling
 LX1893.and adjusted by the National Geodetic Survey in June 1991..
 LX1893
 LX1893.The geoid height was determined by GEOID03.
 LX1893
 LX1893.The dynamic height is computed by dividing the NAVD 88
 LX1893.geopotential number by the normal gravity value computed on the
 LX1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1893.degrees latitude (g = 980.6199 gals.).
 LX1893
 LX1893.The modeled gravity was interpolated from observed gravity values.
 LX1893
 LX1893;                    North         East    Units  Estimated Accuracy
 LX1893;SPC CT       -   214,290.      244,190.      MT  (+/- 180 meters Scaled)
 LX1893
 LX1893                          SUPERSEDED SURVEY CONTROL
 LX1893
 LX1893.No superseded survey control is available for this station.
 LX1893
 LX1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL275829(NAD 83)
 LX1893_MARKER: DD = SURVEY DISK
 LX1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1893_SP_SET: CONCRETE POST
 LX1893_STAMPING: C 826
 LX1893_MARK LOGO: CTDT  
 LX1893_PROJECTION: PROJECTING 5 CENTIMETERS
 LX1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1893+STABILITY: SURFACE MOTION
 LX1893
 LX1893  HISTORY     - Date     Condition        Report By
 LX1893  HISTORY     - UNK      MONUMENTED       CTDT
 LX1893  HISTORY     - 1984     GOOD             NGS
 LX1893
 LX1893                          STATION DESCRIPTION
 LX1893
 LX1893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1893'IN DANBURY.
 LX1893'IN DANBURY, AT THE INTERSECTION OF LAKE AVENUE AND SEEGAR STREET
 LX1893'(ENTRANCE ROAD TO INTERSTATE 84 EAST), 5.05 METERS (10.0 FT)
 LX1893'NORTH-NORTHEAST OF THE NORTH-NORTHEAST CURB OF LAKE AVENUE, 2.44
 LX1893'METERS (8.0 FT) EAST OF THE EAST CURB OF SEEGAR STREET, 2.25 METERS
 LX1893'(7.4 FT) NORTHWEST OF THE CENTER OF THE NORTH I-BEAM OF A HIGHWAY SIGN
 LX1893'(I 84 EAST DANBURY - WATERBURY).
 LX1893'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LX1893'THE MARK IS 0.18 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2784 ***********************************************************************
 LX2784  DESIGNATION -  C 83
 LX2784  PID         -  LX2784
 LX2784  STATE/COUNTY-  CT/HARTFORD
 LX2784  USGS QUAD   -  NEW BRITAIN (1992)
 LX2784
 LX2784                         *CURRENT SURVEY CONTROL
 LX2784  ___________________________________________________________________
 LX2784* NAD 83(1986)-  41 42 31.     (N)    072 50 30.     (W)     SCALED    
 LX2784* NAVD 88     -        66.782  (meters)     219.10   (feet)  ADJUSTED  
 LX2784  ___________________________________________________________________
 LX2784  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2784  DYNAMIC HT  -          66.762 (meters)     219.03  (feet)  COMP
 LX2784  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 LX2784
 LX2784  VERT ORDER  -  FIRST     CLASS II
 LX2784
 LX2784.The horizontal coordinates were scaled from a topographic map and have
 LX2784.an estimated accuracy of +/- 6 seconds.
 LX2784
 LX2784.The orthometric height was determined by differential leveling
 LX2784.and adjusted by the National Geodetic Survey in June 1991..
 LX2784
 LX2784.The geoid height was determined by GEOID03.
 LX2784
 LX2784.The dynamic height is computed by dividing the NAVD 88
 LX2784.geopotential number by the normal gravity value computed on the
 LX2784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2784.degrees latitude (g = 980.6199 gals.).
 LX2784
 LX2784.The modeled gravity was interpolated from observed gravity values.
 LX2784
 LX2784;                    North         East    Units  Estimated Accuracy
 LX2784;SPC CT       -   249,610.      297,170.      MT  (+/- 180 meters Scaled)
 LX2784
 LX2784                          SUPERSEDED SURVEY CONTROL
 LX2784
 LX2784.No superseded survey control is available for this station.
 LX2784
 LX2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM795196(NAD 83)
 LX2784_MARKER: DB = BENCH MARK DISK
 LX2784_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2784_SP_SET: BRIDGE ABUTMENT
 LX2784_STAMPING: C 83 1985
 LX2784_MARK LOGO: NGS   
 LX2784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2784
 LX2784  HISTORY     - Date     Condition        Report By
 LX2784  HISTORY     - 1985     MONUMENTED       NGS
 LX2784
 LX2784                          STATION DESCRIPTION
 LX2784
 LX2784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2784'IN FARMINGTON.
 LX2784'IN FARMINGTON, ALONG U.S. HIGHWAY 6, IN TOP OF THE NORTHWEST ABUTMENT
 LX2784'(CLOSEST ABUTMENT TO STATE HIGHWAY 10) OF HIGHWAY OVERPASS OVER STATE
 LX2784'HIGHWAY 10, 5.67 METERS (18.6 FT) NORTH OF THE CENTER LINE OF THE
 LX2784'HIGHWAY, 15.24 METERS (50.0 FT) WEST OF THE PROJECTED CENTER LINE OF
 LX2784'STATE HIGHWAY 10, 17.89 METERS (58.7 FT) EAST OF THE WEST END OF THE
 LX2784'OVERPASS.
 LX2784'THE MARK IS 1.22 M ABOVE U.S. HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2637 ***********************************************************************
 LX2637  DESIGNATION -  C 84
 LX2637  PID         -  LX2637
 LX2637  STATE/COUNTY-  CT/MIDDLESEX
 LX2637  USGS QUAD   -  DEEP RIVER (1971)
 LX2637
 LX2637                         *CURRENT SURVEY CONTROL
 LX2637  ___________________________________________________________________
 LX2637* NAD 83(1986)-  41 23 58.     (N)    072 28 25.     (W)     SCALED    
 LX2637* NAVD 88     -        45.276  (meters)     148.54   (feet)  ADJUSTED  
 LX2637  ___________________________________________________________________
 LX2637  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX2637  DYNAMIC HT  -          45.261 (meters)     148.49  (feet)  COMP
 LX2637  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX2637
 LX2637  VERT ORDER  -  FIRST     CLASS II
 LX2637
 LX2637.The horizontal coordinates were scaled from a topographic map and have
 LX2637.an estimated accuracy of +/- 6 seconds.
 LX2637
 LX2637.The orthometric height was determined by differential leveling
 LX2637.and adjusted by the National Geodetic Survey in June 1991..
 LX2637
 LX2637.The geoid height was determined by GEOID03.
 LX2637
 LX2637.The dynamic height is computed by dividing the NAVD 88
 LX2637.geopotential number by the normal gravity value computed on the
 LX2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2637.degrees latitude (g = 980.6199 gals.).
 LX2637
 LX2637.The modeled gravity was interpolated from observed gravity values.
 LX2637
 LX2637;                    North         East    Units  Estimated Accuracy
 LX2637;SPC CT       -   215,310.      327,910.      MT  (+/- 180 meters Scaled)
 LX2637
 LX2637                          SUPERSEDED SURVEY CONTROL
 LX2637
 LX2637.No superseded survey control is available for this station.
 LX2637
 LX2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL111861(NAD 83)
 LX2637_MARKER: DB = BENCH MARK DISK
 LX2637_SETTING: 66 = SET IN ROCK OUTCROP
 LX2637_SP_SET: ROCK OUTCROP
 LX2637_STAMPING: C 84 1985
 LX2637_MARK LOGO: NGS   
 LX2637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2637+STABILITY: POSITION/ELEVATION WELL
 LX2637
 LX2637  HISTORY     - Date     Condition        Report By
 LX2637  HISTORY     - 1985     MONUMENTED       NGS
 LX2637  HISTORY     - 1988     GOOD             USPSQD
 LX2637  HISTORY     - 1989     GOOD             USPSQD
 LX2637  HISTORY     - 19950704 GOOD             USPSQD
 LX2637
 LX2637                          STATION DESCRIPTION
 LX2637
 LX2637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2637'2.1 KM (1.3 MI) WEST FROM CHESTER.
 LX2637'2.1 KM (1.3 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2637'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, BETWEEN THE
 LX2637'STATE HIGHWAY 9 SOUTH BOUND LANE AND THE ON-RAMP, 12.5 METERS (41.0
 LX2637'FT) SOUTH OF THE CENTERLINE OF HIGHWAY 148, 29.3 METERS (96.0 FT) EAST
 LX2637'OF THE CENTER OF THE SOUTH BOUND ON-RAMP, 21.4 METERS (70.3 FT) WEST
 LX2637'OF THE WEST PIER OF THE BRIDGE FOR HIGHWAY 9, 9.9 METERS (32.5 FT)
 LX2637'WEST-SOUTHWEST OF POWER POLE 249.
 LX2637'THE MARK IS 0.58 METERS  SE FROM  A WITNESS POST
 LX2637'THE MARK IS 0.76 M ABOVE HIGHWAY 148.
 LX2637
 LX2637                          STATION RECOVERY (1988)
 LX2637
 LX2637'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX2637'RECOVERED IN GOOD CONDITION.
 LX2637
 LX2637                          STATION RECOVERY (1989)
 LX2637
 LX2637'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2637'RECOVERED IN GOOD CONDITION.
 LX2637
 LX2637                          STATION RECOVERY (1995)
 LX2637
 LX2637'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2944 ***********************************************************************
 LX2944  DESIGNATION -  C 85
 LX2944  PID         -  LX2944
 LX2944  STATE/COUNTY-  CT/TOLLAND
 LX2944  USGS QUAD   -  ROCKVILLE (1984)
 LX2944
 LX2944                         *CURRENT SURVEY CONTROL
 LX2944  ___________________________________________________________________
 LX2944* NAD 83(1986)-  41 51 30.     (N)    072 29 05.     (W)     SCALED    
 LX2944* NAVD 88     -        74.061  (meters)     242.98   (feet)  ADJUSTED  
 LX2944  ___________________________________________________________________
 LX2944  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2944  DYNAMIC HT  -          74.037 (meters)     242.90  (feet)  COMP
 LX2944  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 LX2944
 LX2944  VERT ORDER  -  FIRST     CLASS II
 LX2944
 LX2944.The horizontal coordinates were scaled from a topographic map and have
 LX2944.an estimated accuracy of +/- 6 seconds.
 LX2944
 LX2944.The orthometric height was determined by differential leveling
 LX2944.and adjusted by the National Geodetic Survey in June 1991..
 LX2944
 LX2944.The geoid height was determined by GEOID03.
 LX2944
 LX2944.The dynamic height is computed by dividing the NAVD 88
 LX2944.geopotential number by the normal gravity value computed on the
 LX2944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2944.degrees latitude (g = 980.6199 gals.).
 LX2944
 LX2944.The modeled gravity was interpolated from observed gravity values.
 LX2944
 LX2944;                    North         East    Units  Estimated Accuracy
 LX2944;SPC CT       -   266,270.      326,830.      MT  (+/- 180 meters Scaled)
 LX2944
 LX2944                          SUPERSEDED SURVEY CONTROL
 LX2944
 LX2944.No superseded survey control is available for this station.
 LX2944
 LX2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM087371(NAD 83)
 LX2944_MARKER: I = METAL ROD
 LX2944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2944+WITH SETTING: INFORMATION.
 LX2944_SP_SET: STAINLESS STEEL ROD
 LX2944_STAMPING: C 85 1986
 LX2944_MARK LOGO: NGS   
 LX2944_PROJECTION: FLUSH
 LX2944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2944_ROD/PIPE-DEPTH: 1.11 meters
 LX2944
 LX2944  HISTORY     - Date     Condition        Report By
 LX2944  HISTORY     - 1986     MONUMENTED       NGS
 LX2944  HISTORY     - 19950826 GOOD             USPSQD
 LX2944
 LX2944                          STATION DESCRIPTION
 LX2944
 LX2944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2944'2.1 KM (1.3 MI) SW FROM ROCKVILLE.
 LX2944'2.1 KM (1.3 MI) SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2944'STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE LEFT.  IT IS 9.27
 LX2944'METERS (30.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.76 METERS
 LX2944'(55.0 FT) NORTH OF THE EXTENDED CENTERLINE OF A PAVED ROAD LEADING
 LX2944'NORTHEAST AND 0.61 METERS (2.0 FT) EAST OF SNET POLE NO. 485 WITH
 LX2944'BRACE POLE AND ON THE WEST SIDE OF STATE HIGHWAY 83.  NOTE--ACCESS TO
 LX2944'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2944'THE MARK IS 0.05 M ABOVE HIGHWAY.
 LX2944
 LX2944                          STATION RECOVERY (1995)
 LX2944
 LX2944'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2910 ***********************************************************************
 LX2910  DESIGNATION -  C 86
 LX2910  PID         -  LX2910
 LX2910  STATE/COUNTY-  CT/TOLLAND
 LX2910  USGS QUAD   -  ROCKVILLE (1984)
 LX2910
 LX2910                         *CURRENT SURVEY CONTROL
 LX2910  ___________________________________________________________________
 LX2910* NAD 83(1986)-  41 52 14.     (N)    072 24 25.     (W)     SCALED    
 LX2910* NAVD 88     -       221.114  (meters)     725.44   (feet)  ADJUSTED  
 LX2910  ___________________________________________________________________
 LX2910  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2910  DYNAMIC HT  -         221.040 (meters)     725.20  (feet)  COMP
 LX2910  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2910
 LX2910  VERT ORDER  -  FIRST     CLASS II
 LX2910
 LX2910.The horizontal coordinates were scaled from a topographic map and have
 LX2910.an estimated accuracy of +/- 6 seconds.
 LX2910
 LX2910.The orthometric height was determined by differential leveling
 LX2910.and adjusted by the National Geodetic Survey in June 1991..
 LX2910
 LX2910.The geoid height was determined by GEOID03.
 LX2910
 LX2910.The dynamic height is computed by dividing the NAVD 88
 LX2910.geopotential number by the normal gravity value computed on the
 LX2910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2910.degrees latitude (g = 980.6199 gals.).
 LX2910
 LX2910.The modeled gravity was interpolated from observed gravity values.
 LX2910
 LX2910;                    North         East    Units  Estimated Accuracy
 LX2910;SPC CT       -   267,650.      333,280.      MT  (+/- 180 meters Scaled)
 LX2910
 LX2910                          SUPERSEDED SURVEY CONTROL
 LX2910
 LX2910.No superseded survey control is available for this station.
 LX2910
 LX2910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM151386(NAD 83)
 LX2910_MARKER: DB = BENCH MARK DISK
 LX2910_SETTING: 66 = SET IN ROCK OUTCROP
 LX2910_SP_SET: BEDROCK
 LX2910_STAMPING: C 86 1986
 LX2910_MARK LOGO: NGS   
 LX2910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2910+STABILITY: POSITION/ELEVATION WELL
 LX2910
 LX2910  HISTORY     - Date     Condition        Report By
 LX2910  HISTORY     - 1986     MONUMENTED       NGS
 LX2910  HISTORY     - 19950826 GOOD             USPSQD
 LX2910
 LX2910                          STATION DESCRIPTION
 LX2910
 LX2910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2910'4.7 KM (2.9 MI) EAST FROM ROCKVILLE.
 LX2910'4.7 KM (2.9 MI) EAST ALONG STATE HIGHWAY 74 FROM THE VERNON ROCKVILLE
 LX2910'POST OFFICE IN ROCKVILLE TO THE INTERSECTION OF STATE HIGHWAY 30 AND
 LX2910'THE MARK ON THE RIGHT ON SOUTH SIDE OF STATE HIGHWAY 30.  IT IS 33.34
 LX2910'METERS (109.4 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 74, 15.0
 LX2910'METERS (49.2 FT) SOUTHWEST OF SNET POLE NO. 287 AND 7.19 METERS (23.6
 LX2910'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 30.
 LX2910'THE MARK IS 0.24 METERS  W FROM  A WITNESS POST
 LX2910'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX2910
 LX2910                          STATION RECOVERY (1995)
 LX2910
 LX2910'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2956 ***********************************************************************
 LX2956  DESIGNATION -  C 87
 LX2956  PID         -  LX2956
 LX2956  STATE/COUNTY-  CT/TOLLAND
 LX2956  USGS QUAD   -  ROCKVILLE (1984)
 LX2956
 LX2956                         *CURRENT SURVEY CONTROL
 LX2956  ___________________________________________________________________
 LX2956* NAD 83(1986)-  41 47 49.     (N)    072 25 11.     (W)     SCALED    
 LX2956* NAVD 88     -       211.192  (meters)     692.89   (feet)  ADJUSTED  
 LX2956  ___________________________________________________________________
 LX2956  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2956  DYNAMIC HT  -         211.119 (meters)     692.65  (feet)  COMP
 LX2956  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LX2956
 LX2956  VERT ORDER  -  FIRST     CLASS II
 LX2956
 LX2956.The horizontal coordinates were scaled from a topographic map and have
 LX2956.an estimated accuracy of +/- 6 seconds.
 LX2956
 LX2956.The orthometric height was determined by differential leveling
 LX2956.and adjusted by the National Geodetic Survey in June 1991..
 LX2956
 LX2956.The geoid height was determined by GEOID03.
 LX2956
 LX2956.The dynamic height is computed by dividing the NAVD 88
 LX2956.geopotential number by the normal gravity value computed on the
 LX2956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2956.degrees latitude (g = 980.6199 gals.).
 LX2956
 LX2956.The modeled gravity was interpolated from observed gravity values.
 LX2956
 LX2956;                    North         East    Units  Estimated Accuracy
 LX2956;SPC CT       -   259,470.      332,250.      MT  (+/- 180 meters Scaled)
 LX2956
 LX2956                          SUPERSEDED SURVEY CONTROL
 LX2956
 LX2956.No superseded survey control is available for this station.
 LX2956
 LX2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM143304(NAD 83)
 LX2956_MARKER: DB = BENCH MARK DISK
 LX2956_SETTING: 66 = SET IN ROCK OUTCROP
 LX2956_SP_SET: ROCK OUTCROP
 LX2956_STAMPING: C 87 1986
 LX2956_MARK LOGO: NGS   
 LX2956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2956+STABILITY: POSITION/ELEVATION WELL
 LX2956
 LX2956  HISTORY     - Date     Condition        Report By
 LX2956  HISTORY     - 1986     MONUMENTED       NGS
 LX2956
 LX2956                          STATION DESCRIPTION
 LX2956
 LX2956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2956'2.1 KM (1.3 MI) EAST FROM BOLTON.
 LX2956'2.1 KM (1.3 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2956'BOLTON TO THE MARK ON THE RIGHT IN TOP OF A SMALL ROCK OUTCROP.  IT IS
 LX2956'6.40 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 4.72
 LX2956'METERS (15.5 FT) EAST OF UTILITY POLE NO. 193.
 LX2956'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1782 ***********************************************************************
 LW1782  DESIGNATION -  C 88
 LW1782  PID         -  LW1782
 LW1782  STATE/COUNTY-  CT/WINDHAM
 LW1782  USGS QUAD   -  PUTNAM (1970)
 LW1782
 LW1782                         *CURRENT SURVEY CONTROL
 LW1782  ___________________________________________________________________
 LW1782* NAD 83(1986)-  41 54 55.     (N)    071 54 37.     (W)     SCALED    
 LW1782* NAVD 88     -        78.308  (meters)     256.92   (feet)  ADJUSTED  
 LW1782  ___________________________________________________________________
 LW1782  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW1782  DYNAMIC HT  -          78.282 (meters)     256.83  (feet)  COMP
 LW1782  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 LW1782
 LW1782  VERT ORDER  -  FIRST     CLASS II
 LW1782
 LW1782.The horizontal coordinates were scaled from a topographic map and have
 LW1782.an estimated accuracy of +/- 6 seconds.
 LW1782
 LW1782.The orthometric height was determined by differential leveling
 LW1782.and adjusted by the National Geodetic Survey in June 1991..
 LW1782
 LW1782.The geoid height was determined by GEOID03.
 LW1782
 LW1782.The dynamic height is computed by dividing the NAVD 88
 LW1782.geopotential number by the normal gravity value computed on the
 LW1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1782.degrees latitude (g = 980.6199 gals.).
 LW1782
 LW1782.The modeled gravity was interpolated from observed gravity values.
 LW1782
 LW1782;                    North         East    Units  Estimated Accuracy
 LW1782;SPC CT       -   272,900.      374,460.      MT  (+/- 180 meters Scaled)
 LW1782
 LW1782                          SUPERSEDED SURVEY CONTROL
 LW1782
 LW1782.No superseded survey control is available for this station.
 LW1782
 LW1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG586444(NAD 83)
 LW1782_MARKER: DB = BENCH MARK DISK
 LW1782_SETTING: 66 = SET IN ROCK OUTCROP
 LW1782_SP_SET: ROCK OUTCROP
 LW1782_STAMPING: C 88 1986
 LW1782_MARK LOGO: NGS   
 LW1782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1782+STABILITY: POSITION/ELEVATION WELL
 LW1782
 LW1782  HISTORY     - Date     Condition        Report By
 LW1782  HISTORY     - 1986     MONUMENTED       NGS
 LW1782  HISTORY     - 19961207 GOOD             USPSQD
 LW1782
 LW1782                          STATION DESCRIPTION
 LW1782
 LW1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1782'IN PUTNAM.
 LW1782'IN PUTNAM IN THE NORTHEAST ANGLE OF THE JUNCTION OF U.S. HIGHWAY 44
 LW1782'AND KENNEDY STREET IN THE SOUTH END OF ROCK OUTCROP.  IT IS 46.63
 LW1782'METERS (153.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.89 METERS
 LW1782'(39.0 FT) EAST OF THE CENTER OF KENNEDY STREET, 10.36 METERS (34.0
 LW1782'FT) SOUTHEAST OF UTILITY POLE NO. D1198 AND 2.77 METERS (9.1 FT) NORTH
 LW1782'OF THE SOUTH END OF THE ROCK.
 LW1782'THE MARK IS 0.35 METERS  S FROM  A WITNESS POST
 LW1782'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LW1782
 LW1782                          STATION RECOVERY (1996)
 LW1782
 LW1782'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1808 ***********************************************************************
 LW1808  DESIGNATION -  C 89
 LW1808  PID         -  LW1808
 LW1808  STATE/COUNTY-  CT/WINDHAM
 LW1808  USGS QUAD   -  ONECO (1970)
 LW1808
 LW1808                         *CURRENT SURVEY CONTROL
 LW1808  ___________________________________________________________________
 LW1808* NAD 83(1986)-  41 41 14.     (N)    071 51 24.     (W)     SCALED    
 LW1808* NAVD 88     -       159.942  (meters)     524.74   (feet)  ADJUSTED  
 LW1808  ___________________________________________________________________
 LW1808  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW1808  DYNAMIC HT  -         159.883 (meters)     524.55  (feet)  COMP
 LW1808  MODELED GRAV-     980,256.2   (mgal)                       NAVD 88
 LW1808
 LW1808  VERT ORDER  -  FIRST     CLASS II
 LW1808
 LW1808.The horizontal coordinates were scaled from a topographic map and have
 LW1808.an estimated accuracy of +/- 6 seconds.
 LW1808
 LW1808.The orthometric height was determined by differential leveling
 LW1808.and adjusted by the National Geodetic Survey in June 1991..
 LW1808
 LW1808.The geoid height was determined by GEOID03.
 LW1808
 LW1808.The dynamic height is computed by dividing the NAVD 88
 LW1808.geopotential number by the normal gravity value computed on the
 LW1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1808.degrees latitude (g = 980.6199 gals.).
 LW1808
 LW1808.The modeled gravity was interpolated from observed gravity values.
 LW1808
 LW1808;                    North         East    Units  Estimated Accuracy
 LW1808;SPC CT       -   247,620.      379,170.      MT  (+/- 180 meters Scaled)
 LW1808
 LW1808                          SUPERSEDED SURVEY CONTROL
 LW1808
 LW1808.No superseded survey control is available for this station.
 LW1808
 LW1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG622189(NAD 83)
 LW1808_MARKER: DB = BENCH MARK DISK
 LW1808_SETTING: 66 = SET IN ROCK OUTCROP
 LW1808_SP_SET: ROCK OUTCROP
 LW1808_STAMPING: C 89 1986
 LW1808_MARK LOGO: NGS   
 LW1808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1808+STABILITY: POSITION/ELEVATION WELL
 LW1808
 LW1808  HISTORY     - Date     Condition        Report By
 LW1808  HISTORY     - 1986     MONUMENTED       NGS
 LW1808  HISTORY     - 19961117 GOOD             USPSQD
 LW1808
 LW1808                          STATION DESCRIPTION
 LW1808
 LW1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1808'0.6 KM (0.4 MI) WSW FROM STERLING.
 LW1808'0.6 KM (0.4 MI) WEST-SOUTHWEST ALONG STATE HIGHWAY 14A FROM THE
 LW1808'JUNCTION OF STATE HIGHWAY 49 IN STERLING TO THE INTERSECTION OF NEW
 LW1808'ROAD AND THE MARK ON THE LEFT, IN THE SOUTHEAST ANGLE OF THE
 LW1808'INTERSECTION, IN EXPOSED ROCK OUTCROP MEASURING 12 BY 32 FT., 17.00
 LW1808'METERS (55.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LW1808'11.73 METERS (38.5 FT) NORTHEAST OF THE CENTER OF NEW ROAD, 12.31
 LW1808'METERS (40.4 FT) SOUTH-SOUTHWEST OF A HIGHWAY SIGN READING (14A
 LW1808'AND CAMPING), 8.99 METERS (29.5 FT) SOUTHEAST OF A STOP SIGN.
 LW1808'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LW1808'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LW1808
 LW1808                          STATION RECOVERY (1996)
 LW1808
 LW1808'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0003 ***********************************************************************
 LX0003  DESIGNATION -  C 9
 LX0003  PID         -  LX0003
 LX0003  STATE/COUNTY-  CT/TOLLAND
 LX0003  USGS QUAD   -  ROCKVILLE (1984)
 LX0003
 LX0003                         *CURRENT SURVEY CONTROL
 LX0003  ___________________________________________________________________
 LX0003* NAD 83(1986)-  41 47 25.     (N)    072 27 06.     (W)     SCALED    
 LX0003* NAVD 88     -       174.986  (meters)     574.10   (feet)  POSTED    
 LX0003  ___________________________________________________________________
 LX0003  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX0003  DYNAMIC HT  -         174.930 (meters)     573.92  (feet)  COMP
 LX0003  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX0003
 LX0003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0003
 LX0003.The horizontal coordinates were scaled from a topographic map and have
 LX0003.an estimated accuracy of +/- 6 seconds.
 LX0003
 LX0003.The orthometric height was determined by differential leveling
 LX0003.and adjusted by the National Geodetic Survey in 1992..
 LX0003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0003.rate of 0.0 thru 1.0 mm/km.
 LX0003
 LX0003.The geoid height was determined by GEOID03.
 LX0003
 LX0003.The dynamic height is computed by dividing the NAVD 88
 LX0003.geopotential number by the normal gravity value computed on the
 LX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0003.degrees latitude (g = 980.6199 gals.).
 LX0003
 LX0003.The modeled gravity was interpolated from observed gravity values.
 LX0003
 LX0003;                    North         East    Units  Estimated Accuracy
 LX0003;SPC CT       -   258,720.      329,600.      MT  (+/- 180 meters Scaled)
 LX0003
 LX0003                          SUPERSEDED SURVEY CONTROL
 LX0003
 LX0003  NGVD 29 (??/??/92)  175.218  (m)          574.86   (f) ADJ UNCH    1 2
 LX0003
 LX0003.Superseded values are not recommended for survey control.
 LX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0003.See file dsdata.txt to determine how the superseded data were derived.
 LX0003
 LX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM117296(NAD 83)
 LX0003_MARKER: DB = BENCH MARK DISK
 LX0003_SETTING: 66 = SET IN ROCK OUTCROP
 LX0003_SP_SET: ROCK CUT
 LX0003_STAMPING: 574.861 FT C 9 1923
 LX0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0003+STABILITY: POSITION/ELEVATION WELL
 LX0003
 LX0003  HISTORY     - Date     Condition        Report By
 LX0003  HISTORY     - 1923     MONUMENTED       CGS
 LX0003  HISTORY     - 1951     GOOD             NGS
 LX0003  HISTORY     - 1953     MARK NOT FOUND   NGS
 LX0003  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0003  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0003
 LX0003                          STATION DESCRIPTION
 LX0003
 LX0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0003'AT BOLTON STATION.
 LX0003'AT BOLTON STATION, TOLLAND COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0003'AND HARTFORD RAILROAD, 19 RAILS NORTHWEST OF THE STATION, 27
 LX0003'RAILS SOUTHEAST OF MILEPOST B 101, 17 RAILS SOUTHEAST OF A
 LX0003'HIGHWAY BRIDGE OVER THE TRACKS, 12.5 FEET SOUTHWEST OF THE
 LX0003'SOUTHWEST RAIL ON THE OUTSIDE OF A CURVE, IN THE WALL OF A ROCK
 LX0003'CUT (SET ON A SLANT), AND ABOUT 3 FEET ABOVE THE TRACK.  A
 LX0003'STANDARD DISK, STAMPED 574.861 FT C 9 1923 AND SET VERTICALLY.
 LX0003
 LX0003                          STATION RECOVERY (1953)
 LX0003
 LX0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LX0003'MARK NOT FOUND.
 LX0003
 LX0003                          STATION RECOVERY (1972)
 LX0003
 LX0003'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0003'MARK NOT FOUND.
 LX0003
 LX0003                          STATION RECOVERY (1984)
 LX0003
 LX0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0003'NOT SEARCHED FOR, THE RAILROAD IS NOW ABANDON AND THE MARK IS
 LX0003'INACCESSIBLE FOR LEVELS, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3325 ***********************************************************************
 LX3325  DESIGNATION -  C 90
 LX3325  PID         -  LX3325
 LX3325  STATE/COUNTY-  CT/NEW LONDON
 LX3325  USGS QUAD   -  HAMBURG (1984)
 LX3325
 LX3325                         *CURRENT SURVEY CONTROL
 LX3325  ___________________________________________________________________
 LX3325* NAD 83(1986)-  41 27 48.     (N)    072 15 06.     (W)     SCALED    
 LX3325* NAVD 88     -       133.192  (meters)     436.98   (feet)  ADJUSTED  
 LX3325  ___________________________________________________________________
 LX3325  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX3325  DYNAMIC HT  -         133.145 (meters)     436.83  (feet)  COMP
 LX3325  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 LX3325
 LX3325  VERT ORDER  -  FIRST     CLASS II
 LX3325
 LX3325.The horizontal coordinates were scaled from a topographic map and have
 LX3325.an estimated accuracy of +/- 6 seconds.
 LX3325
 LX3325.The orthometric height was determined by differential leveling
 LX3325.and adjusted by the National Geodetic Survey in June 1991..
 LX3325
 LX3325.The geoid height was determined by GEOID03.
 LX3325
 LX3325.The dynamic height is computed by dividing the NAVD 88
 LX3325.geopotential number by the normal gravity value computed on the
 LX3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3325.degrees latitude (g = 980.6199 gals.).
 LX3325
 LX3325.The modeled gravity was interpolated from observed gravity values.
 LX3325
 LX3325;                    North         East    Units  Estimated Accuracy
 LX3325;SPC CT       -   222,490.      346,430.      MT  (+/- 180 meters Scaled)
 LX3325
 LX3325                          SUPERSEDED SURVEY CONTROL
 LX3325
 LX3325.No superseded survey control is available for this station.
 LX3325
 LX3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL295938(NAD 83)
 LX3325_MARKER: DB = BENCH MARK DISK
 LX3325_SETTING: 66 = SET IN ROCK OUTCROP
 LX3325_SP_SET: ROCK LEDGE
 LX3325_STAMPING: C 90 1986
 LX3325_MARK LOGO: NGS   
 LX3325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3325+STABILITY: POSITION/ELEVATION WELL
 LX3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3325+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3325
 LX3325  HISTORY     - Date     Condition        Report By
 LX3325  HISTORY     - 1986     MONUMENTED       NGS
 LX3325  HISTORY     - 1988     GOOD             USPSQD
 LX3325  HISTORY     - 19900428 GOOD             USPSQD
 LX3325  HISTORY     - 19901115 GOOD             USPSQD
 LX3325  HISTORY     - 19991221 GOOD             USPSQD
 LX3325  HISTORY     - 20030602 GOOD             USPSQD
 LX3325  HISTORY     - 20060412 GOOD             USPSQD
 LX3325
 LX3325                          STATION DESCRIPTION
 LX3325
 LX3325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3325'1.9 KM (1.15 MI) SE FROM SALEM FOUR CORNERS.
 LX3325'1.9 KM (1.15 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE
 LX3325'INTERSECTION OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE MARK ON
 LX3325'THE RIGHT IN A ROCK LEDGE, 0.08 KM (0.05 MI) NORTHWEST OF THE JUNCTION
 LX3325'OF HORSE POND ROAD AND ACROSS HIGHWAY FROM UTILITY POLE NO. 36.  IT
 LX3325'IS 8.75 METERS (28.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LX3325'THE MARK IS 0.67 METERS  N FROM  A WITNESS POST
 LX3325'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3325
 LX3325                          STATION RECOVERY (1988)
 LX3325
 LX3325'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX3325'RECOVERED IN GOOD CONDITION.
 LX3325
 LX3325                          STATION RECOVERY (1990)
 LX3325
 LX3325'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3325'RECOVERED IN GOOD CONDITION.
 LX3325
 LX3325                          STATION RECOVERY (1990)
 LX3325
 LX3325'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3325'RECOVERED IN GOOD CONDITION.
 LX3325
 LX3325                          STATION RECOVERY (1999)
 LX3325
 LX3325'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3325'RECOVERED IN GOOD CONDITION.
 LX3325
 LX3325                          STATION RECOVERY (2003)
 LX3325
 LX3325'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3325'RECOVERED IN GOOD CONDITION.
 LX3325
 LX3325                          STATION RECOVERY (2006)
 LX3325
 LX3325'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3122 ***********************************************************************
 LX3122  DESIGNATION -  C 91
 LX3122  PID         -  LX3122
 LX3122  STATE/COUNTY-  CT/MIDDLESEX
 LX3122  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3122
 LX3122                         *CURRENT SURVEY CONTROL
 LX3122  ___________________________________________________________________
 LX3122* NAD 83(1986)-  41 36 58.     (N)    072 35 55.     (W)     SCALED    
 LX3122* NAVD 88     -        48.297  (meters)     158.45   (feet)  ADJUSTED  
 LX3122  ___________________________________________________________________
 LX3122  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX3122  DYNAMIC HT  -          48.282 (meters)     158.41  (feet)  COMP
 LX3122  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 LX3122
 LX3122  VERT ORDER  -  FIRST     CLASS II
 LX3122
 LX3122.The horizontal coordinates were scaled from a topographic map and have
 LX3122.an estimated accuracy of +/- 6 seconds.
 LX3122
 LX3122.The orthometric height was determined by differential leveling
 LX3122.and adjusted by the National Geodetic Survey in June 1991..
 LX3122
 LX3122.The geoid height was determined by GEOID03.
 LX3122
 LX3122.The dynamic height is computed by dividing the NAVD 88
 LX3122.geopotential number by the normal gravity value computed on the
 LX3122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3122.degrees latitude (g = 980.6199 gals.).
 LX3122
 LX3122.The modeled gravity was interpolated from observed gravity values.
 LX3122
 LX3122;                    North         East    Units  Estimated Accuracy
 LX3122;SPC CT       -   239,350.      317,420.      MT  (+/- 180 meters Scaled)
 LX3122
 LX3122                          SUPERSEDED SURVEY CONTROL
 LX3122
 LX3122.No superseded survey control is available for this station.
 LX3122
 LX3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM000099(NAD 83)
 LX3122_MARKER: I = METAL ROD
 LX3122_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3122_SP_SET: STAINLESS STEEL ROD
 LX3122_STAMPING: C 91 1986
 LX3122_MARK LOGO: NGS   
 LX3122_PROJECTION: FLUSH
 LX3122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3122_ROD/PIPE-DEPTH: 7.0  meters
 LX3122
 LX3122  HISTORY     - Date     Condition        Report By
 LX3122  HISTORY     - 1986     MONUMENTED       NGS
 LX3122
 LX3122                          STATION DESCRIPTION
 LX3122
 LX3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3122'8.1 KM (5.05 MI) EAST FROM PORTLAND.
 LX3122'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF STATE
 LX3122'HIGHWAYS 17A IN PORTLAND, THENCE 4.8 KM (3.05 MI) NORTH ALONG
 LX3122'STATE HIGHWAY 17 TO THE MARK ON THE RIGHT AT THE NORTH END OF THE
 LX3122'GOTTAS FARM BUILDING.  ALSO 5.5 KM (3.4 MI) SOUTH ALONG STATE
 LX3122'HIGHWAY 17 FROM THE POST OFFICE IN SOUTH GLASTONBURY TO THE MARK ON
 LX3122'THE LEFT, 15.9 METERS (52.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3122'0.54 METER (1.8 FT) NORTH OF THE NORTHWEST CORNER OF THE FARM
 LX3122'BUILDING. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX3122'CAP.
 LX3122'THE MARK IS 0.42 METERS  S FROM  A WITNESS POST
 LX3122'THE MARK IS 0.30 M ABOVE HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3065 ***********************************************************************
 LX3065  DESIGNATION -  C 92
 LX3065  PID         -  LX3065
 LX3065  STATE/COUNTY-  CT/MIDDLESEX
 LX3065  USGS QUAD   -  MIDDLETOWN (1992)
 LX3065
 LX3065                         *CURRENT SURVEY CONTROL
 LX3065  ___________________________________________________________________
 LX3065* NAD 83(1986)-  41 34 08.     (N)    072 37 54.     (W)     SCALED    
 LX3065* NAVD 88     -        23.061  (meters)      75.66   (feet)  ADJUSTED  
 LX3065  ___________________________________________________________________
 LX3065  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX3065  DYNAMIC HT  -          23.054 (meters)      75.64  (feet)  COMP
 LX3065  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LX3065
 LX3065  VERT ORDER  -  FIRST     CLASS II
 LX3065
 LX3065.The horizontal coordinates were scaled from a topographic map and have
 LX3065.an estimated accuracy of +/- 6 seconds.
 LX3065
 LX3065.The orthometric height was determined by differential leveling
 LX3065.and adjusted by the National Geodetic Survey in June 1991..
 LX3065
 LX3065.The geoid height was determined by GEOID03.
 LX3065
 LX3065.The dynamic height is computed by dividing the NAVD 88
 LX3065.geopotential number by the normal gravity value computed on the
 LX3065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3065.degrees latitude (g = 980.6199 gals.).
 LX3065
 LX3065.The modeled gravity was interpolated from observed gravity values.
 LX3065
 LX3065;                    North         East    Units  Estimated Accuracy
 LX3065;SPC CT       -   234,100.      314,670.      MT  (+/- 180 meters Scaled)
 LX3065
 LX3065                          SUPERSEDED SURVEY CONTROL
 LX3065
 LX3065.No superseded survey control is available for this station.
 LX3065
 LX3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM974046(NAD 83)
 LX3065_MARKER: I = METAL ROD
 LX3065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3065_SP_SET: STAINLESS STEEL ROD
 LX3065_STAMPING: C 92 1986
 LX3065_MARK LOGO: NGS   
 LX3065_PROJECTION: FLUSH
 LX3065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3065_ROD/PIPE-DEPTH: 7.5  meters
 LX3065
 LX3065  HISTORY     - Date     Condition        Report By
 LX3065  HISTORY     - 1986     MONUMENTED       NGS
 LX3065
 LX3065                          STATION DESCRIPTION
 LX3065
 LX3065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3065'0.9 KM (0.55 MI) SE FROM PORTLAND.
 LX3065'0.9 KM (0.55 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3065'STATE HIGHWAY 17A IN PORTLAND TO THE MARK ON THE RIGHT, 5.5 METERS
 LX3065'(18.3 FT) SOUTHWEST OF THE EASTBOUND LANE OF THE HIGHWAY, 0.42 METER
 LX3065'(1.4 FT) EAST OF POWER POLE NO. 324-S.
 LX3065'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3065'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3037 ***********************************************************************
 LX3037  DESIGNATION -  C 93
 LX3037  PID         -  LX3037
 LX3037  STATE/COUNTY-  CT/TOLLAND
 LX3037  USGS QUAD   -  SPRING HILL (1983)
 LX3037
 LX3037                         *CURRENT SURVEY CONTROL
 LX3037  ___________________________________________________________________
 LX3037* NAD 83(1986)-  41 46 36.     (N)    072 12 35.     (W)     SCALED    
 LX3037* NAVD 88     -       111.439  (meters)     365.61   (feet)  ADJUSTED  
 LX3037  ___________________________________________________________________
 LX3037  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3037  DYNAMIC HT  -         111.400 (meters)     365.48  (feet)  COMP
 LX3037  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 LX3037
 LX3037  VERT ORDER  -  FIRST     CLASS II
 LX3037
 LX3037.The horizontal coordinates were scaled from a topographic map and have
 LX3037.an estimated accuracy of +/- 6 seconds.
 LX3037
 LX3037.The orthometric height was determined by differential leveling
 LX3037.and adjusted by the National Geodetic Survey in June 1991..
 LX3037
 LX3037.The geoid height was determined by GEOID03.
 LX3037
 LX3037.The dynamic height is computed by dividing the NAVD 88
 LX3037.geopotential number by the normal gravity value computed on the
 LX3037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3037.degrees latitude (g = 980.6199 gals.).
 LX3037
 LX3037.The modeled gravity was interpolated from observed gravity values.
 LX3037
 LX3037;                    North         East    Units  Estimated Accuracy
 LX3037;SPC CT       -   257,310.      349,720.      MT  (+/- 180 meters Scaled)
 LX3037
 LX3037                          SUPERSEDED SURVEY CONTROL
 LX3037
 LX3037.No superseded survey control is available for this station.
 LX3037
 LX3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM319287(NAD 83)
 LX3037_MARKER: DB = BENCH MARK DISK
 LX3037_SETTING: 66 = SET IN ROCK OUTCROP
 LX3037_SP_SET: ROCK OUTCROP
 LX3037_STAMPING: C 93 1986
 LX3037_MARK LOGO: NGS   
 LX3037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3037+STABILITY: POSITION/ELEVATION WELL
 LX3037
 LX3037  HISTORY     - Date     Condition        Report By
 LX3037  HISTORY     - 1986     MONUMENTED       NGS
 LX3037
 LX3037                          STATION DESCRIPTION
 LX3037
 LX3037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3037'2.0 KM (1.25 MI) NW FROM MANSFIELD CENTER.
 LX3037'2.0 KM (1.25 MI) NORTHWEST ALONG STATE HIGHWAY 195 FROM THE POST
 LX3037'OFFICE IN MANSFIELD CENTER TO THE MARK ON THE RIGHT, IN TOP OF A ROCK
 LX3037'OUTCROP ACROSS THE HIGHWAY FROM HOUSE NO. 743, 7.16 METERS (23.5 FT)
 LX3037'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.09 METERS (49.5 FT)
 LX3037'NORTHWEST OF UTILITY POLE NO. 156.
 LX3037'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 LX3037'THE MARK IS 1.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2361 ***********************************************************************
 LX2361  DESIGNATION -  C 956
 LX2361  PID         -  LX2361
 LX2361  STATE/COUNTY-  CT/FAIRFIELD
 LX2361  USGS QUAD   -  DANBURY (1984)
 LX2361
 LX2361                         *CURRENT SURVEY CONTROL
 LX2361  ___________________________________________________________________
 LX2361* NAD 83(1986)-  41 24 47.     (N)    073 24 44.     (W)     SCALED    
 LX2361* NAVD 88     -        96.787  (meters)     317.54   (feet)  ADJUSTED  
 LX2361  ___________________________________________________________________
 LX2361  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX2361  DYNAMIC HT  -          96.755 (meters)     317.44  (feet)  COMP
 LX2361  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 LX2361
 LX2361  VERT ORDER  -  FIRST     CLASS II
 LX2361
 LX2361.The horizontal coordinates were scaled from a topographic map and have
 LX2361.an estimated accuracy of +/- 6 seconds.
 LX2361
 LX2361.The orthometric height was determined by differential leveling
 LX2361.and adjusted by the National Geodetic Survey in June 1991..
 LX2361
 LX2361.The geoid height was determined by GEOID03.
 LX2361
 LX2361.The dynamic height is computed by dividing the NAVD 88
 LX2361.geopotential number by the normal gravity value computed on the
 LX2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2361.degrees latitude (g = 980.6199 gals.).
 LX2361
 LX2361.The modeled gravity was interpolated from observed gravity values.
 LX2361
 LX2361;                    North         East    Units  Estimated Accuracy
 LX2361;SPC CT       -   217,000.      249,440.      MT  (+/- 180 meters Scaled)
 LX2361
 LX2361                          SUPERSEDED SURVEY CONTROL
 LX2361
 LX2361.No superseded survey control is available for this station.
 LX2361
 LX2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327858(NAD 83)
 LX2361_MARKER: DD = SURVEY DISK
 LX2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2361_SP_SET: CONCRETE POST
 LX2361_STAMPING: C 956
 LX2361_MARK LOGO: CTDT  
 LX2361_PROJECTION: FLUSH
 LX2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2361+STABILITY: SURFACE MOTION
 LX2361
 LX2361  HISTORY     - Date     Condition        Report By
 LX2361  HISTORY     - UNK      MONUMENTED       CTDT
 LX2361  HISTORY     - 1985     GOOD             NGS
 LX2361
 LX2361                          STATION DESCRIPTION
 LX2361
 LX2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2361'4.7 KM (2.95 MI) NE FROM DANBURY.
 LX2361'4.6 KM (2.85 MI) NORTHEAST ALONG INTERSTATE 84 FROM THE NORTHEAST END
 LX2361'OF THE EAST BOUND LANE OF THE HIGHWAY BRIDGE OVER STATE HIGHWAY 39 IN
 LX2361'DANBURY, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG THE EXIT 8 RAMP TO THE
 LX2361'MARK ON THE RIGHT, ALSO 2.8 KM (1.75 MI) NORTHWEST ALONG U.S. HIGHWAY
 LX2361'6 FROM THE INTERSECTION OF OLD HAWLEYVILLE ROAD IN DANBURY, 4.97
 LX2361'METERS (16.3 FT) SOUTHWEST OF THE CENTER OF THE EXIT RAMP, 18.22
 LX2361'METERS (59.8 FT) SOUTH-SOUTHEAST OF LAMP POST 417.
 LX2361'THE MARK IS 0.36 METERS  NE FROM  A WITNESS POST
 LX2361'THE MARK IS 0.18 M ABOVE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3281 ***********************************************************************
 LX3281  DESIGNATION -  C 96
 LX3281  PID         -  LX3281
 LX3281  STATE/COUNTY-  CT/HARTFORD
 LX3281  USGS QUAD   -  GLASTONBURY (1992)
 LX3281
 LX3281                         *CURRENT SURVEY CONTROL
 LX3281  ___________________________________________________________________
 LX3281* NAD 83(1986)-  41 40 36.     (N)    072 32 37.     (W)     SCALED    
 LX3281* NAVD 88     -        81.342  (meters)     266.87   (feet)  ADJUSTED  
 LX3281  ___________________________________________________________________
 LX3281  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX3281  DYNAMIC HT  -          81.315 (meters)     266.78  (feet)  COMP
 LX3281  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LX3281
 LX3281  VERT ORDER  -  FIRST     CLASS II
 LX3281
 LX3281.The horizontal coordinates were scaled from a topographic map and have
 LX3281.an estimated accuracy of +/- 6 seconds.
 LX3281
 LX3281.The orthometric height was determined by differential leveling
 LX3281.and adjusted by the National Geodetic Survey in June 1991..
 LX3281
 LX3281.The geoid height was determined by GEOID03.
 LX3281
 LX3281.The dynamic height is computed by dividing the NAVD 88
 LX3281.geopotential number by the normal gravity value computed on the
 LX3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3281.degrees latitude (g = 980.6199 gals.).
 LX3281
 LX3281.The modeled gravity was interpolated from observed gravity values.
 LX3281
 LX3281;                    North         East    Units  Estimated Accuracy
 LX3281;SPC CT       -   246,080.      321,990.      MT  (+/- 180 meters Scaled)
 LX3281
 LX3281                          SUPERSEDED SURVEY CONTROL
 LX3281
 LX3281.No superseded survey control is available for this station.
 LX3281
 LX3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM044167(NAD 83)
 LX3281_MARKER: DB = BENCH MARK DISK
 LX3281_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3281_SP_SET: BRIDGE ABUTMENT
 LX3281_STAMPING: C 96 1986
 LX3281_MARK LOGO: NGS   
 LX3281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3281
 LX3281  HISTORY     - Date     Condition        Report By
 LX3281  HISTORY     - 1986     MONUMENTED       NGS
 LX3281
 LX3281                          STATION DESCRIPTION
 LX3281
 LX3281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3281'6.6 KM (4.1 MI) SE FROM GLASTONBURY.
 LX3281'6.6 KM (4.1 MI) SOUTHEAST ALONG THE NEW LONDON TURNPIKE FROM THE POST
 LX3281'OFFICE IN GLASTONBURY TO A BRIDGE OVER A SMALL BROOK IN THE SOUTHWEST
 LX3281'ABUTMENT OF THE SOUTH HEADWALL.  IT IS 5.94 METERS (19.5 FT) SOUTHWEST
 LX3281'OF THE CENTERLINE OF THE HIGHWAY AND 1.22 METERS (4.0 FT) WEST OF THE
 LX3281'EAST END OF A WIRE CABLE GUARDRAIL.
 LX3281'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7424 ***********************************************************************
 LX7424  DESIGNATION -  C 968
 LX7424  PID         -  LX7424
 LX7424  STATE/COUNTY-  CT/FAIRFIELD
 LX7424  USGS QUAD   -  DANBURY (1984)
 LX7424
 LX7424                         *CURRENT SURVEY CONTROL
 LX7424  ___________________________________________________________________
 LX7424* NAD 83(1996)-  41 25 11.85783(N)    073 23 24.67907(W)     ADJUSTED  
 LX7424* NAVD 88     -       156.3    (meters)     513.     (feet)  VERTCON   
 LX7424  ___________________________________________________________________
 LX7424  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 LX7424  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX7424
 LX7424  HORZ ORDER  -  SECOND
 LX7424
 LX7424.The horizontal coordinates were established by classical geodetic methods
 LX7424.and adjusted by the National Geodetic Survey in August 1998..
 LX7424
 LX7424.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7424
 LX7424.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7424
 LX7424.The geoid height was determined by GEOID03.
 LX7424
 LX7424;                    North         East     Units Scale Factor Converg.
 LX7424;SPC CT       -   217,748.047   251,282.836   MT  0.99998510   -0 25 28.1
 LX7424;SPC CT       -   714,395.05    824,417.10   sFT  0.99998510   -0 25 28.1
 LX7424;UTM  18      - 4,586,628.829   634,526.858   MT  0.99982272   +1 03 54.6
 LX7424
 LX7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7424!SPC CT       -   0.99998014  x   0.99998510  =   0.99996524
 LX7424!UTM  18      -   0.99998014  x   0.99982272  =   0.99980286
 LX7424
 LX7424|---------------------------------------------------------------------|
 LX7424| PID    Reference Object                     Distance      Geod. Az  |
 LX7424|                                                           dddmmss.s |
 LX7424| CR9101 C 968 RM 1                            8.364 METERS 09422     |
 LX7424| CR9102 C 968 RM 2                           15.541 METERS 14629     |
 LX7424| CR9103 C 968 RM 3                           13.329 METERS 22006     |
 LX7424| CR9099 C 904                                              2551844.0 |
 LX7424|---------------------------------------------------------------------|
 LX7424
 LX7424                          SUPERSEDED SURVEY CONTROL
 LX7424
 LX7424  NAD 83(1992)-  41 25 11.85740(N)    073 23 24.67891(W) AD(       ) 2
 LX7424  NAD 83(1986)-  41 25 11.85908(N)    073 23 24.68080(W) AD(       ) 2
 LX7424  NAD 83(1986)-  41 25 11.85871(N)    073 23 24.68095(W) AD(       ) 2
 LX7424  NGVD 29 (10/23/89)  156.6    (m)          514.     (f) VERT ANG       
 LX7424
 LX7424.Superseded values are not recommended for survey control.
 LX7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7424.See file dsdata.txt to determine how the superseded data were derived.
 LX7424
 LX7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3452786629(NAD 83)
 LX7424_MARKER: DD = SURVEY DISK
 LX7424_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7424_SP_SET: PREFABRICATED CONCRETE POST
 LX7424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7424+STABILITY: SURFACE MOTION
 LX7424
 LX7424  HISTORY     - Date     Condition        Report By
 LX7424  HISTORY     - 1983     MONUMENTED       CTGS
 LX7424
 LX7424                          STATION DESCRIPTION
 LX7424
 LX7424'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1983 (AJK)
 LX7424'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) SOUTHEAST OF NEW
 LX7424'FAIRFIELD, 6.8 KM (4.25 MI) WEST OF NEWTOWN AND 5.6 KM
 LX7424'(3.5 MI) NORTHEAST OF DANBURY.
 LX7424'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7424'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7424'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7424'
 LX7424'TO REACH THE STATION FROM BETHEL AT THE INTERSECTION OF INTERSTATE
 LX7424'ROUTE 84 (YANKEE EXPRESSWAY) AND THE VAIL ROAD OVERPASS PROCEED
 LX7424'EASTERLY ALONG INTERSTATE ROUTE 84 FOR 0.3 KM (0.18 MI) TO THE
 LX7424'STATION ON THE RIGHT, UPHILL.
 LX7424'
 LX7424'THE STATION IS A STANDARD CDOT DISK
 LX7424'STAMPED---C 968---,
 LX7424'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7424'FLUSH WITH GROUND.  IT IS LOCATED
 LX7424'8.75 METERS (28.7 FT) NORTHWEST FROM A 45 CM CHERRY TREE,
 LX7424'7.56 METERS (24.8 FT) WEST-SOUTHWEST FROM AN EXTENDED WIRE FENCE
 LX7424'LINE THAT RUNS NORTH AND SOUTH AND
 LX7424'1.86 METERS (6.1 FT) NORTH-NORTHWEST FROM A WIRE FENCE THAT RUNS
 LX7424'EAST AND WEST.
 LX7424'
 LX7424'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7424'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX7424'SET INTO THE TOP OF A BOULDER OF 1 METER
 LX7424'LARGEST DIMENSION.  IT IS LOCATED
 LX7424'3.02 METERS (9.9 FT) NORTH FROM A 45 CM CHERRY TREE AND
 LX7424'1.22 METERS (4.0 FT) EAST-NORTHEAST FROM A WIRE FENCE THAT RUNS
 LX7424'NORTH AND SOUTH.
 LX7424'MARK IS ABOVE STATION 0.1 METER.
 LX7424'
 LX7424'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A RAILROAD SPIKE
 LX7424'DRIVEN INTO A TWIN 25 CM ASH TREE SET 1.0 METER ABOVE THE GROUND.
 LX7424'IT IS LOCATED
 LX7424'8.96 METERS (29.4 FT) SOUTH FROM A 45 CM CHERRY TREE AND
 LX7424'1.22 METERS (4.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF A
 LX7424'STONE WALL.
 LX7424'MARK IS ABOVE STATION 1.0 METER.
 LX7424'
 LX7424'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A TROLLEY SPIKE
 LX7424'DRIVEN INTO A 25 CM ASH TREE SET 1.0 METER ABOVE THE GROUND.
 LX7424'IT IS LOCATED
 LX7424'17.65 METERS (57.9 FT) WEST-SOUTHWEST FROM A 45 CM CHERRY TREE AND
 LX7424'1.52 METERS (5.0 FT) SOUTH-SOUTHEAST FROM A WIRE FENCE THAT RUNS
 LX7424'EAST AND WEST.
 LX7424'MARK IS ABOVE STATION 1.0 METER.
 LX7424'
 LX7424'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7424'STAMPED---6135---,
 LX7424'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7424'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX7424'34.14 METERS (112.0 FT) NORTHEAST FROM THE CENTERLINE OF OLD
 LX7424'HAWLEYVILLE ROAD,
 LX7424'25.48 METERS (83.6 FT) SOUTHWEST FROM THE CENTERLINE OF A CATCH
 LX7424'BASIN AND
 LX7424'7.92 METERS (26.0 FT) NORTHWEST FROM THE CENTERLINE OF INTERSTATE
 LX7424'ROUTE 84 WESTBOUND.
 LX7424'TO REACH AZIMUTH MARK FROM NEWTOWN AT THE
 LX7424'INTERSECTION OF CONNECTICUT ROUTE 25 AND INTERSTATE ROUTE 84
 LX7424'(YANKEE EXPRESSWAY) PROCEED WESTERLY ALONG INTERSTATE ROUTE 84 FOR
 LX7424'2.6 KM (1.62 MI) TO THE STATION ON THE RIGHT.
 LX7424'
 LX7424'AZIMUTH MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX7424'STAMPED---C 904---,
 LX7424'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7424'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7424'31.55 METERS (103.5 FT) SOUTH FROM THE CENTERLINE OF A BITUMINOUS
 LX7424'DRIVE,
 LX7424'46.94 METERS (50.5 FT) SOUTHWEST FROM THE CENTERLINE OF A CATCH
 LX7424'BASIN,
 LX7424'5.79 METERS (19.0 FT) WEST FROM THE CENTERLINE OF VAIL ROAD AND
 LX7424'2.07 METERS (6.8 FT) NORTH FROM THE NORTHERLY END OF A CONCRETE
 LX7424'BRIDGE RAIL.
 LX7424'TO REACH AZIMUTH MARK FROM NEWTOWN IT IS AT
 LX7424'THE NORTHWEST PART OF THE INTERSECTION OF VAIL ROAD AND
 LX7424'INTERSTATE ROUTE 84 (YANKEE EXPRESSWAY).
 LX7424'
 LX7424'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7424'
 LX7424'DESCRIBED BY S MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3432 ***********************************************************************
 LX3432  DESIGNATION -  C 97
 LX3432  PID         -  LX3432
 LX3432  STATE/COUNTY-  CT/NEW LONDON
 LX3432  USGS QUAD   -  UNCASVILLE (1984)
 LX3432
 LX3432                         *CURRENT SURVEY CONTROL
 LX3432  ___________________________________________________________________
 LX3432* NAD 83(1986)-  41 23 59.     (N)    072 01 33.     (W)     SCALED    
 LX3432* NAVD 88     -        58.641  (meters)     192.39   (feet)  ADJUSTED  
 LX3432  ___________________________________________________________________
 LX3432  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX3432  DYNAMIC HT  -          58.620 (meters)     192.32  (feet)  COMP
 LX3432  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 LX3432
 LX3432  VERT ORDER  -  FIRST     CLASS II
 LX3432
 LX3432.The horizontal coordinates were scaled from a topographic map and have
 LX3432.an estimated accuracy of +/- 6 seconds.
 LX3432
 LX3432.The orthometric height was determined by differential leveling
 LX3432.and adjusted by the National Geodetic Survey in June 1991..
 LX3432
 LX3432.The geoid height was determined by GEOID03.
 LX3432
 LX3432.The dynamic height is computed by dividing the NAVD 88
 LX3432.geopotential number by the normal gravity value computed on the
 LX3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3432.degrees latitude (g = 980.6199 gals.).
 LX3432
 LX3432.The modeled gravity was interpolated from observed gravity values.
 LX3432
 LX3432;                    North         East    Units  Estimated Accuracy
 LX3432;SPC CT       -   215,560.      365,360.      MT  (+/- 180 meters Scaled)
 LX3432
 LX3432                          SUPERSEDED SURVEY CONTROL
 LX3432
 LX3432.No superseded survey control is available for this station.
 LX3432
 LX3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL486874(NAD 83)
 LX3432_MARKER: DB = BENCH MARK DISK
 LX3432_SETTING: 66 = SET IN ROCK OUTCROP
 LX3432_SP_SET: ROCK OUTCROP
 LX3432_STAMPING: C 97 1986
 LX3432_MARK LOGO: NGS   
 LX3432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3432+STABILITY: POSITION/ELEVATION WELL
 LX3432
 LX3432  HISTORY     - Date     Condition        Report By
 LX3432  HISTORY     - 1986     MONUMENTED       NGS
 LX3432  HISTORY     - 1989     GOOD             USPSQD
 LX3432  HISTORY     - 19901014 GOOD             USPSQD
 LX3432
 LX3432                          STATION DESCRIPTION
 LX3432
 LX3432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3432'1.9 KM (1.2 MI) NORTH FROM CENTER GROTON.
 LX3432'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION OF
 LX3432'STATE HIGHWAY 184 IN CENTER GROTON TO THE MARK ON THE LEFT IN EXPOSED
 LX3432'ROCK OUTCROP AT THE SOUTH END OF A ROCK CUT 0.08 KM (0.05 MI) NORTH OF
 LX3432'THE LEDYARD-GROTON TOWN LINE.  IT IS 10.67 METERS (35.0 FT) NORTHWEST
 LX3432'OF THE CENTERLINE OF THE HIGHWAY AND 5.94 METERS (19.5 FT) SOUTHWEST
 LX3432'OF THE SOUTHWEST CORNER OF A CATCH BASIN.
 LX3432'THE MARK IS 0.30 METERS  SE FROM  A WITNESS POST
 LX3432'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3432
 LX3432                          STATION RECOVERY (1989)
 LX3432
 LX3432'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3432'RECOVERED IN GOOD CONDITION.
 LX3432
 LX3432                          STATION RECOVERY (1990)
 LX3432
 LX3432'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7640 ***********************************************************************
 LX7640  DESIGNATION -  CALKINS RESET
 LX7640  PID         -  LX7640
 LX7640  STATE/COUNTY-  CT/NEW LONDON
 LX7640  USGS QUAD   -  NIANTIC (1983)
 LX7640
 LX7640                         *CURRENT SURVEY CONTROL
 LX7640  ___________________________________________________________________
 LX7640* NAD 83(1996)-  41 21 30.38503(N)    072 11 26.88121(W)     ADJUSTED  
 LX7640* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX7640  ___________________________________________________________________
 LX7640  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LX7640  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX7640
 LX7640  HORZ ORDER  -  THIRD
 LX7640
 LX7640.The horizontal coordinates were established by classical geodetic methods
 LX7640.and adjusted by the National Geodetic Survey in August 1998..
 LX7640
 LX7640.The orthometric height was scaled from a topographic map.
 LX7640
 LX7640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7640
 LX7640.The geoid height was determined by GEOID03.
 LX7640
 LX7640;                    North         East     Units Scale Factor Converg.
 LX7640;SPC CT       -   210,868.772   351,592.274   MT  0.99998779   +0 22 14.8
 LX7640;SPC CT       -   691,825.30  1,153,515.65   sFT  0.99998779   +0 22 14.8
 LX7640;UTM  18      - 4,582,356.657   734,985.550   MT  1.00027961   +1 51 25.5
 LX7640
 LX7640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7640!SPC CT       -   1.00000467  x   0.99998779  =   0.99999246
 LX7640!UTM  18      -   1.00000467  x   1.00027961  =   1.00028428
 LX7640
 LX7640:                Primary Azimuth Mark                     Grid Az
 LX7640:SPC CT       -  AVERY                                    002 52 48.8
 LX7640:UTM  18      -  AVERY                                    001 23 38.1
 LX7640
 LX7640|---------------------------------------------------------------------|
 LX7640| PID    Reference Object                     Distance      Geod. Az  |
 LX7640|                                                           dddmmss.s |
 LX7640| LX5492 AVERY                               APPROX. 0.6 KM 0031503.6 |
 LX7640| LX5456 PARK                                220.044 METERS 08847     |
 LX7640| LX5455 MACHOL                              369.940 METERS 15225     |
 LX7640| LX5452 TURKEY                              259.089 METERS 17427     |
 LX7640| CZ7146 CALKINS RM 1                         21.330 METERS 19030     |
 LX7640| CZ7147 CALKINS RM 2                         20.960 METERS 33433     |
 LX7640| LX5448 SPUR                                APPROX. 0.5 KM 3413539.7 |
 LX7640|---------------------------------------------------------------------|
 LX7640
 LX7640                          SUPERSEDED SURVEY CONTROL
 LX7640
 LX7640  NAD 83(1992)-  41 21 30.38396(N)    072 11 26.88053(W) AD(       ) 3
 LX7640  NAD 83(1986)-  41 21 30.38533(N)    072 11 26.88481(W) AD(       ) 3
 LX7640
 LX7640.Superseded values are not recommended for survey control.
 LX7640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7640.See file dsdata.txt to determine how the superseded data were derived.
 LX7640
 LX7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3498682357(NAD 83)
 LX7640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7640_SETTING: 66 = SET IN ROCK OUTCROP
 LX7640_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7640+STABILITY: POSITION/ELEVATION WELL
 LX7640
 LX7640  HISTORY     - Date     Condition        Report By
 LX7640  HISTORY     - UNK      MONUMENTED
 LX7640  HISTORY     - 1985     SEE DESCRIPTION  NGS
 LX7640
 LX7640                          STATION DESCRIPTION
 LX7640
 LX7640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LX7640'THE DRILL HOLE FOR THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 LX7640'RECOVERED.  A NEW STATION MARK DISK WAS SET IN THE CENTER OF THE DRILL
 LX7640'HOLE.  REFERENCE MARK 1 IS BADLY BATTERED BUT SOLID.  THE DIRECTION
 LX7640'BETWEEN THE REFERENCE MARKS CHECKED.  LONGER DISTANCES WERE NOTED TO
 LX7640'THE REFERENCE MARKS, 0.020 METER TO REFERENCE MARK 1 AND 0.010 METER
 LX7640'TO REFERENCE MARK 2.  ALL THE MARKS ARE SET IN STRONG LOOKING BEDROCK
 LX7640'SO NO REASON IS KNOWN FOR THE DIFFERENCES.  A NEW DESCRIPTION
 LX7640'FOLLOWS.
 LX7640'
 LX7640'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF FLANDERS,
 LX7640'1.6 KM (1.0 MI) NORTH OF SANDY POINT, ON THE WEST BANK OF THE NIANTIC
 LX7640'RIVER AND ON A ROCK OUTCROP AT THE EDGE OF THE WATER.
 LX7640'
 LX7640'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX7640'U.S. HIGHWAY 1, IN FLANDERS, EXIT NUMBER 75, GO EAST ON HIGHWAY 1,
 LX7640'BOSTON POST ROAD FOR 0.6 KM (0.4 MI) TO A SIDE ROAD RIGHT, JUST BEFOR
 LX7640'A BRIDGE.  TURN RIGHT AND GO SOUTHWEST ON RIVER ROAD FOR 0.2 KM
 LX7640'(0.1 MI) TO A ROAD LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 LX7640'ABOUT 200 FT TO THE END OF TRUCK TRAVEL.  PACK SOUTH ALONG THE
 LX7640'WEST BANK OF THE RIVER FOR ABOUT 0.8 KM (0.5 MI) TO THE STATION.
 LX7640'
 LX7640'THE STATION IS A STANDARD NGS DISK STAMPED--CALKINS 1934
 LX7640'1985--CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AT THE WATERS EDGE
 LX7640'AND 2 FT ABOVE THE LEVEL OF WATER.
 LX7640'THE MARK IS LOCATED 49.8 M (134.0 FT) SOUTH OF A STONE FENCE
 LX7640'AND 13.7 M (45.0 FT) ESE OF A 12-INCH OAK TREE WITH A METAL WITNESS SI
 LX7640'
 LX7640'REFERENCE MARK 1 IS A STANDARD NGS DISK STAMPED--CALKINS NO 1
 LX7640'1934--SET INTO ROCK OUTCROP OF 2.4 METERS (8 FT) AND 0.3 METER (1 FT)
 LX7640'ABOVE THE STATION.
 LX7640'THE MARK IS LOCATED 27.8 M (91.3 FT) SSE OF THE 12-INCH OAK TREE.
 LX7640'
 LX7640'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED--CALKINS NO 2
 LX7640'1934--SET INTO ROCK OUTCROP OF 2.4 METERS (8.0 FT) AND 0.3 METER
 LX7640'(1.0 FT) ABOVE THE STATION.
 LX7640'THE MARK IS LOCATED 19.8 M (65.0 FT) SSE OF THE STONE FENCE AND
 LX7640'13.9 M (45.5 FT) NE OF THE 12-INCH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5847 ***********************************************************************
 LX5847  DESIGNATION -  CALVES ISLAND LIGHT
 LX5847  PID         -  LX5847
 LX5847  STATE/COUNTY-  CT/NEW LONDON
 LX5847  USGS QUAD   -  OLD LYME (1976)
 LX5847
 LX5847                         *CURRENT SURVEY CONTROL
 LX5847  ___________________________________________________________________
 LX5847* NAD 83(1996)-  41 19 51.58646(N)    072 20 59.89577(W)     ADJUSTED  
 LX5847* NAVD 88     -                                                        
 LX5847  ___________________________________________________________________
 LX5847  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX5847  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5847
 LX5847  HORZ ORDER  -  THIRD
 LX5847
 LX5847.The horizontal coordinates were established by classical geodetic methods
 LX5847.and adjusted by the National Geodetic Survey in August 1998..
 LX5847
 LX5847
 LX5847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5847
 LX5847.The geoid height was determined by GEOID03.
 LX5847
 LX5847;                    North         East     Units Scale Factor Converg.
 LX5847;SPC CT       -   207,746.964   338,287.709   MT  0.99998936   +0 15 54.9
 LX5847;SPC CT       -   681,583.16  1,109,865.59   sFT  0.99998936   +0 15 54.9
 LX5847;UTM  18      - 4,578,890.015   721,763.060   MT  1.00020528   +1 45 02.9
 LX5847
 LX5847                          SUPERSEDED SURVEY CONTROL
 LX5847
 LX5847  NAD 83(1992)-  41 19 51.58548(N)    072 20 59.89543(W) AD(       ) 4
 LX5847  NAD 83(1986)-  41 19 51.58729(N)    072 20 59.89886(W) AD(       ) 4
 LX5847  NAD 27      -  41 19 51.23600(N)    072 21 01.60800(W) AD(       ) 3
 LX5847
 LX5847.Superseded values are not recommended for survey control.
 LX5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5847.See file dsdata.txt to determine how the superseded data were derived.
 LX5847
 LX5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2176378890(NAD 83)
 LX5847
 LX5847  HISTORY     - Date     Condition        Report By
 LX5847  HISTORY     - UNK      MONUMENTED
 LX5847  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5847  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5847  HISTORY     - 1989     GOOD             USPSQD
 LX5847
 LX5847                          STATION DESCRIPTION
 LX5847
 LX5847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5847'THIS STATION IS ON A SHOAL JUST N OF CALVES ISLAND IN THE
 LX5847'CONNECTICUT RIVER.  THE BASE OF THIS STATION IS A CONCRETE BLOCK
 LX5847'APPROXIMATELY 6 FEET BY 6 FEET AND PAINTED RED.  THERE IS A TANK
 LX5847'SETTING ON THE BASE APPROXIMATELY 4 FEET BY 4 FEET AND PAINTED
 LX5847'WHITE.  ON TOP SUPPORTING THE LIGHT IS A FRAMEWORK OF STEEL
 LX5847'PAINTED RED.  THIS STATION STANDS APPROXIMATELY 25 FEET ABOVE
 LX5847'THE MEAN HIGH WATER AND CAN ONLY BE REACHED BY BOAT.
 LX5847
 LX5847                          STATION RECOVERY (1961)
 LX5847
 LX5847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5847'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5847'R.J.S. IN 1948.  THE C.G. LIST OF LIGHTS STATES THIS STATION WAS
 LX5847'REBUILT IN 1927 AND THE G.P. LIST A RECOVERY IN 1927.  IT IS
 LX5847'BELIEVED A 1927 OR LATER LOCATION WAS MADE AFTER THE REBUILDING
 LX5847'OF THIS LIGHT.
 LX5847
 LX5847                          STATION RECOVERY (1989)
 LX5847
 LX5847'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGE)
 LX5847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0460 ***********************************************************************
 LX0460  DESIGNATION -  CAMP
 LX0460  PID         -  LX0460
 LX0460  STATE/COUNTY-  CT/NEW HAVEN
 LX0460  USGS QUAD   -  CLINTON (1984)
 LX0460
 LX0460                         *CURRENT SURVEY CONTROL
 LX0460  ___________________________________________________________________
 LX0460* NAD 83(1996)-  41 16 25.98770(N)    072 34 12.50930(W)     ADJUSTED  
 LX0460* NAVD 88     -        17.918  (meters)      58.79   (feet)  ADJUSTED  
 LX0460  ___________________________________________________________________
 LX0460  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX0460  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX0460  DYNAMIC HT  -          17.912 (meters)      58.77  (feet)  COMP
 LX0460  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 LX0460
 LX0460  HORZ ORDER  -  THIRD
 LX0460  VERT ORDER  -  FIRST     CLASS I
 LX0460
 LX0460.The horizontal coordinates were established by classical geodetic methods
 LX0460.and adjusted by the National Geodetic Survey in August 1998..
 LX0460
 LX0460.The orthometric height was determined by differential leveling
 LX0460.and adjusted by the National Geodetic Survey in June 1991..
 LX0460
 LX0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0460
 LX0460.The geoid height was determined by GEOID03.
 LX0460
 LX0460.The dynamic height is computed by dividing the NAVD 88
 LX0460.geopotential number by the normal gravity value computed on the
 LX0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0460.degrees latitude (g = 980.6199 gals.).
 LX0460
 LX0460.The modeled gravity was interpolated from observed gravity values.
 LX0460
 LX0460;                    North         East     Units Scale Factor Converg.
 LX0460;SPC CT       -   201,342.482   319,870.115   MT  0.99999336   +0 07 09.3
 LX0460;SPC CT       -   660,571.13  1,049,440.54   sFT  0.99999336   +0 07 09.3
 LX0460;SPC NY L     -   123,934.359   419,799.389   MT  1.00002221   +0 56 06.9
 LX0460;SPC NY L     -   406,607.98  1,377,291.83   sFT  1.00002221   +0 56 06.9
 LX0460;UTM  18      - 4,572,009.300   703,514.586   MT  1.00010976   +1 36 12.3
 LX0460
 LX0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0460!SPC CT       -   1.00000194  x   0.99999336  =   0.99999530
 LX0460!SPC NY L     -   1.00000194  x   1.00002221  =   1.00002415
 LX0460!UTM  18      -   1.00000194  x   1.00010976  =   1.00011170
 LX0460
 LX0460|---------------------------------------------------------------------|
 LX0460| PID    Reference Object                     Distance      Geod. Az  |
 LX0460|                                                           dddmmss.s |
 LX0460| LX0461 CAMP RM 1                            14.610 METERS 05249     |
 LX0460| CZ7148 CAMP RM 2                            27.450 METERS 10534     |
 LX0460| LX6189 MATTHEWSONS FLAGSTAFF               APPROX. 4.7 KM 1121032.8 |
 LX0460| LX6187 HAMMONASSET FLAGPOLE                APPROX. 1.3 KM 1183012.8 |
 LX0460| LX6331 KELSEY POINT BREAKWATER             APPROX. 6.2 KM 1225258.1 |
 LX0460| LX6330 KELSEY POINT BREAKWATER LT          APPROX. 6.2 KM 1225647.1 |
 LX0460| LX6194 MEIGS POINT CHIMNEY                 APPROX. 3.1 KM 1403132.3 |
 LX0460| LX6190 CLAMHOUSE STACK                     APPROX. 1.3 KM 1511247.7 |
 LX0460| LX6351 FALKNER IS LIGHTHOUSE               APPROX. 9.8 KM 2253054.5 |
 LX0460| LX6195 COOPER CHIMNEY                      APPROX. 0.6 KM 2794847.8 |
 LX0460| LX6203 MADISON CONG CHURCH TOWER           APPROX. 2.8 KM 2834134.0 |
 LX0460|---------------------------------------------------------------------|
 LX0460
 LX0460                          SUPERSEDED SURVEY CONTROL
 LX0460
 LX0460  NAD 83(1992)-  41 16 25.98680(N)    072 34 12.50908(W) AD(       ) 3
 LX0460  NAD 83(1986)-  41 16 25.98895(N)    072 34 12.51229(W) AD(       ) 3
 LX0460  NAD 27      -  41 16 25.63800(N)    072 34 14.18100(W) AD(       ) 3
 LX0460  NGVD 29 (??/??/92)   18.226  (m)           59.80   (f) ADJ UNCH    1 1
 LX0460
 LX0460.Superseded values are not recommended for survey control.
 LX0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0460.See file dsdata.txt to determine how the superseded data were derived.
 LX0460
 LX0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0351572009(NAD 83)
 LX0460_MARKER: DS = TRIANGULATION STATION DISK
 LX0460_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0460_SP_SET: UNSPECIFIED ROCK
 LX0460_STAMPING: CAMP 1933
 LX0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0460
 LX0460  HISTORY     - Date     Condition        Report By
 LX0460  HISTORY     - 1933     MONUMENTED       CGS
 LX0460  HISTORY     - 1941     SEE DESCRIPTION  CTGS
 LX0460  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX0460  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX0460  HISTORY     - 1965     GOOD             NGS
 LX0460
 LX0460                          STATION DESCRIPTION
 LX0460
 LX0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX0460'THIS STATION IS LOCATED ON CAMPS HILL IN THE WESTERN PART OF THE
 LX0460'HAMMONASSET BEACH STATE PARK.  IT IS ON THE HIGHEST PART OF THE
 LX0460'HILL, BETWEEN THE PRESENT BOSTON POST ROAD (ROUTE 1) AND THE
 LX0460'OLD ROAD.  THE STATION IS 51 METERS NORTHEASTERLY OF THE POST ROAD
 LX0460'AT A POINT 1.3 MILES E OF THE MADISON LIBRARY.  IT IS ABOUT 70
 LX0460'METERS SE OF A ROADWAY BETWEEN THE NEW AND OLD POST ROADS.
 LX0460'
 LX0460'STATION, AND REFERENCES MARKS ARE STANDARD BRONZE DISKS SET IN
 LX0460'A BOULDER AND IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 4, 12C,
 LX0460'AND 12A.
 LX0460'
 LX0460'REFERENCE MARK NO. 1 IS IN AN OUTCROPPING BOULDER MEASURING ABOUT
 LX0460'5.5 BY 4 FEET AND 3 FEET HIGH.  IT IS 10 METERS W OF A STONE
 LX0460'BOUNDARY FENCE CROSSING THE HILL FROM N TO S.  IT BEARS N 65 DEG
 LX0460'E (MAGNETIC).
 LX0460'
 LX0460'REFERENCE MARK NO. 2 IS IN THE LARGEST OUTCROPPING LEDGE ON THE
 LX0460'HILL.  THE STONE BOUNDARY FENCE CROSSES THIS LEDGE.  THE MARK BEARS
 LX0460'S 63 DEG E (MAGNETIC).
 LX0460'
 LX0460'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX0460
 LX0460                          STATION RECOVERY (1941)
 LX0460
 LX0460'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1941
 LX0460'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS IN GOOD
 LX0460'CONDITION.  DESCRIPTION SUFFICIENT.  NEW AZIMUTH OBSERVED TO
 LX0460'KELSEY POINT BREAKWATER LIGHT.  (LIGHT REBUILT IN 1939.)
 LX0460
 LX0460                          STATION RECOVERY (1961)
 LX0460
 LX0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX0460'THE STATION AND REFERENCE MARKS 1 WERE FOUND IN GOOD CONDITION.  THE
 LX0460'STATION IS STAMPED, CAMP 1933 AND THE R.M. IS STAMPED, CAMP NO. 1
 LX0460'1933.
 LX0460'
 LX0460'THE AREA IS COVERED WITH A DENSE GROWTH.  A LARGE AMOUNT OF LINE
 LX0460'CLEARING WOULD BE NECESSARY IN ORDER TO TAPE ANY DISTANCES.  FOR
 LX0460'THIS REASON, R.M. 2 COULD NOT BE FOUND.  THE LARGE LEDGE WAS FOUND
 LX0460'AND R.M. 2 IS BELIEVED CERTAIN TO EXIST ON IT UNDER THE DENSE
 LX0460'GROWTH.
 LX0460'
 LX0460'THE ORIGINAL DESCRIPTION BY G.C.M. IS COMPLETE AND ADEQUATE FOR
 LX0460'RECOVERY.
 LX0460
 LX0460                          STATION RECOVERY (1965)
 LX0460
 LX0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0460'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND AND IN GOOD
 LX0460'CONDITION.  THE STATION IS LOCATED ABOUT 1.4 MILES EAST ALONG
 LX0460'U.S. HIGHWAY 1 FROM THE POST OFFICE AT MADISON, CONNECTICUT,
 LX0460'ABOUT 100 YARDS NORTH OF THE HIGHWAY, ON TOP OF THE HIGHEST
 LX0460'POINT OF RIDGE, SET ON THE TOP OF A 5-BY-2 FOOT ROCK WHICH
 LX0460'PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  25 FEET WEST
 LX0460'OF A MAPLE TREE WITH 6 TRUNKS, 14-1/2 FEET SOUTHEAST OF A
 LX0460'TRIPLE TRUNK MAPLE TREE, 2 FEET SOUTH OF A 4 INCH CEDAR TREE
 LX0460'AND ABOUT LEVEL WITH THE HIGHEST PART OF THE RIDGE.  THE DISK
 LX0460'IS STAMPED CAMP 1933.
 LX0460'
 LX0460'CAMP RM 1 IS 47.8 FEET NORTHEAST OF THE STATION, 36-1/2 FEET
 LX0460'NORTH OF A MAPLE TREE WITH 6 TRUNK, SET IN THE TOP OF A 6-BY-4
 LX0460'FOOT BOULDER WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE
 LX0460'GROUND.  THE DISK IS STAMPED CAMP NO. 1 1933.
 LX0460
 LX0460                          STATION RECOVERY (1965)
 LX0460
 LX0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0460'1.4 MI E FROM MADISON.
 LX0460'1.4 MILES EAST ALONG U.S. HIGHAY 1 FROM THE POST OFFICE AT
 LX0460'MADISON, 100 YARDS NORTH OF THE HIGHWAY, ON TOP OF THE HIGHEST
 LX0460'POINT OF A RIDGE IN VICINITY, SET ON THE TOP OF A 5-BY-2 1/2 FOOT
 LX0460'ROCK WHICH PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, 25 FEET
 LX0460'WEST OF A MAPLE TREE WITH 6 TRUNKS, 14 1/2 FEET SOUTHEAST OF A
 LX0460'TRIPLE TRUNK MAPLE TREE, 2 FEET SOUTH OF A 4 INCH CEDAR TREE
 LX0460'AND LEVEL WITH THE HIGHEST PART OF RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5499 ***********************************************************************
 LX5499  DESIGNATION -  CAMP
 LX5499  PID         -  LX5499
 LX5499  STATE/COUNTY-  CT/NEW LONDON
 LX5499  USGS QUAD   -  NIANTIC (1983)
 LX5499
 LX5499                         *CURRENT SURVEY CONTROL
 LX5499  ___________________________________________________________________
 LX5499* NAD 83(1996)-  41 19 53.01947(N)    072 10 59.30407(W)     ADJUSTED  
 LX5499* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5499  ___________________________________________________________________
 LX5499  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LX5499  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5499
 LX5499  HORZ ORDER  -  SECOND
 LX5499
 LX5499.The horizontal coordinates were established by classical geodetic methods
 LX5499.and adjusted by the National Geodetic Survey in August 1998..
 LX5499
 LX5499.The orthometric height was scaled from a topographic map.
 LX5499
 LX5499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5499
 LX5499.The geoid height was determined by GEOID03.
 LX5499
 LX5499;                    North         East     Units Scale Factor Converg.
 LX5499;SPC CT       -   207,869.305   352,252.955   MT  0.99998934   +0 22 33.1
 LX5499;SPC CT       -   681,984.54  1,155,683.24   sFT  0.99998934   +0 22 33.1
 LX5499;SPC NY L     -   130,920.955   452,087.331   MT  1.00003014   +1 11 18.2
 LX5499;SPC NY L     -   429,529.83  1,483,223.19   sFT  1.00003014   +1 11 18.2
 LX5499;UTM  18      - 4,579,374.455   735,723.998   MT  1.00028389   +1 51 40.1
 LX5499
 LX5499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5499!SPC CT       -   1.00000484  x   0.99998934  =   0.99999418
 LX5499!SPC NY L     -   1.00000484  x   1.00003014  =   1.00003498
 LX5499!UTM  18      -   1.00000484  x   1.00028389  =   1.00028873
 LX5499
 LX5499:                Primary Azimuth Mark                     Grid Az
 LX5499:SPC CT       -  MC LERNON CHIMNEY                        029 33 28.3
 LX5499:SPC NY L     -  MC LERNON CHIMNEY                        028 44 43.2
 LX5499:UTM  18      -  MC LERNON CHIMNEY                        028 04 21.3
 LX5499
 LX5499|---------------------------------------------------------------------|
 LX5499| PID    Reference Object                     Distance      Geod. Az  |
 LX5499|                                                           dddmmss.s |
 LX5499| LX5477 MC LERNON CHIMNEY                   APPROX. 1.5 KM 0295601.4 |
 LX5499| LX5404 MELCERS CHIMNEY                     APPROX. 2.6 KM 0602501.9 |
 LX5499| LX5478 RIVERSIDE BEACH FLAGPOLE            APPROX. 0.9 KM 0612105.3 |
 LX5499| LX5481 TITUS SILO                          APPROX. 1.4 KM 0751551.7 |
 LX5499| LX5502 BERGGREN CHIMNEY                    APPROX. 0.9 KM 0960057.4 |
 LX5499| LX5501 BOB WHITE CHIMNEY                   APPROX. 0.9 KM 1192712.2 |
 LX5499| CZ7150 CAMP RM 2                             9.690 METERS 25225     |
 LX5499| LX5489 CAMP CROSS HOUSE CHIMNEY             44.705 METERS 27208     |
 LX5499| CZ7149 CAMP RM 1                            10.420 METERS 32241     |
 LX5499| LX5463 GROVE                               303.710 METERS 35948     |
 LX5499|---------------------------------------------------------------------|
 LX5499
 LX5499                          SUPERSEDED SURVEY CONTROL
 LX5499
 LX5499  NAD 83(1992)-  41 19 53.01834(N)    072 10 59.30340(W) AD(       ) 2
 LX5499  NAD 83(1986)-  41 19 53.01990(N)    072 10 59.30793(W) AD(       ) 2
 LX5499  NAD 27      -  41 19 52.67800(N)    072 11 01.03300(W) AD(       ) 2
 LX5499
 LX5499.Superseded values are not recommended for survey control.
 LX5499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5499.See file dsdata.txt to determine how the superseded data were derived.
 LX5499
 LX5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3572479374(NAD 83)
 LX5499_MARKER: DS = TRIANGULATION STATION DISK
 LX5499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5499+STABILITY: SURFACE MOTION
 LX5499
 LX5499  HISTORY     - Date     Condition        Report By
 LX5499  HISTORY     - 1934     MONUMENTED       CGS
 LX5499  HISTORY     - 1939     GOOD             USE
 LX5499  HISTORY     - 1971     GOOD             CTDT
 LX5499  HISTORY     - 1989     GOOD             USPSQD
 LX5499
 LX5499                          STATION DESCRIPTION
 LX5499
 LX5499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5499'THE STATION IS LOCATED ON THE SE CORNER OF THE STATE NATIONAL
 LX5499'GUARD CAMP ON THE W SIDE OF THE NIANTIC RIVER AND N OF THE VILLAGE
 LX5499'OF NIANTIC.  THE STATION IS MARKED BY A STANDARD DISC SET IN
 LX5499'THE TOP OF 12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE
 LX5499'GROUND AND SE OF A SMALL WOOD BUILDING.  IT IS ON THE SAME LEVEL
 LX5499'AS THE PARADE GROUNDS AND ABOUT 12 FEET ABOVE THE RIVER LEVEL.
 LX5499'THE SUB-SURFACE MARK IS A STANDARD DISC SET IN AN IRREGULAR MASS
 LX5499'OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX5499'
 LX5499'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS.1 AND 2 ARE STANDARD
 LX5499'BRONZE DISCS SET IN CONCRETE.
 LX5499'
 LX5499'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD DISCS SET IN THE TOPS
 LX5499'OF CONCRETE POSTS, 12 BY 12 BY 30 INCHES, FLUSH WITH THE GROUND N
 LX5499'AND W OF THE STATION RESPECTIVELY.
 LX5499'
 LX5499'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5499
 LX5499                          STATION RECOVERY (1939)
 LX5499
 LX5499'RECOVERY NOTE BY US ENGINEERS 1939
 LX5499'ONE SIDE OF MONUMENT IS PARTIALLY EXPOSED DUE TO THE WASH OF
 LX5499'THE BANK BY THE STORM ACCOMPANYING THE HURRICANE OF SEPTEMBER 1938.
 LX5499'
 LX5499'THE REFERENCE MARKS ARE IN GOOD ORDER.
 LX5499
 LX5499                          STATION RECOVERY (1971)
 LX5499
 LX5499'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5499'TO REACH STATION FROM EAST LYME AT THE INTERSECTION OF ROUTES 156
 LX5499'AND 161 IN NIANTIC, GO NORTH ON ROUTE 161 (PENNSYLVANIA AVENUE)
 LX5499'FOR 0.35 MILES, TURN RIGHT, EAST, ON SMITH STREET AND GO 0.2 MILE
 LX5499'AND TURN LEFT, NORTH, ON PINE GROVE ROAD, GO 0.45 MILE TO MAIN
 LX5499'GATE OF NATIONAL GUARD CAMP ON THE RIGHT.  GO THROUGH THE GATE
 LX5499'HEADING EAST ON THE PAVED ROAD, THE ROAD GOES AROUND THE CAMP
 LX5499'FOR 0.4 MILE TO A DIRT DRIVE BEFORE THE POST COMMANDERS HOUSE.
 LX5499'TURN LEFT ON THIS DRIVE AT THE END OF THE GUARD RAILS AND
 LX5499'PROCEED BETWEEN THE OLD WOOD BUILDINGS.  THE STATION IS ON
 LX5499'THE EDGE OF A BANK OVERLOOKING THE NIANTIC RIVER AT THE
 LX5499'SOUTHEAST END OF THE CAMP.  STATION AND REFERENCE MARKS WERE
 LX5499'FOUND IN GOOD CONDITION.  STATION IS 6 INCHES BELOW
 LX5499'GROUND.
 LX5499
 LX5499                          STATION RECOVERY (1989)
 LX5499
 LX5499'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5487 ***********************************************************************
 LX5487  DESIGNATION -  CAMP CROSS FLAGPOLE
 LX5487  PID         -  LX5487
 LX5487  STATE/COUNTY-  CT/NEW LONDON
 LX5487  USGS QUAD   -  NIANTIC (1983)
 LX5487
 LX5487                         *CURRENT SURVEY CONTROL
 LX5487  ___________________________________________________________________
 LX5487* NAD 83(1996)-  41 19 49.64519(N)    072 11 25.14446(W)     ADJUSTED  
 LX5487* NAVD 88     -                                                        
 LX5487  ___________________________________________________________________
 LX5487  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 LX5487  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5487
 LX5487  HORZ ORDER  -  THIRD
 LX5487
 LX5487.The horizontal coordinates were established by classical geodetic methods
 LX5487.and adjusted by the National Geodetic Survey in August 1998..
 LX5487
 LX5487
 LX5487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5487
 LX5487.The geoid height was determined by GEOID03.
 LX5487
 LX5487;                    North         East     Units Scale Factor Converg.
 LX5487;SPC CT       -   207,761.294   351,652.771   MT  0.99998940   +0 22 16.0
 LX5487;SPC CT       -   681,630.18  1,153,714.13   sFT  0.99998940   +0 22 16.0
 LX5487;SPC NY L     -   130,804.439   451,488.715   MT  1.00003000   +1 11 01.3
 LX5487;SPC NY L     -   429,147.56  1,481,259.23   sFT  1.00003000   +1 11 01.3
 LX5487;UTM  18      - 4,579,250.888   735,126.640   MT  1.00028043   +1 51 22.9
 LX5487
 LX5487                          SUPERSEDED SURVEY CONTROL
 LX5487
 LX5487  NAD 83(1992)-  41 19 49.64406(N)    072 11 25.14381(W) AD(       ) 4
 LX5487  NAD 83(1986)-  41 19 49.64564(N)    072 11 25.14833(W) AD(       ) 4
 LX5487  NAD 27      -  41 19 49.30300(N)    072 11 26.87400(W) AD(       ) 3
 LX5487
 LX5487.Superseded values are not recommended for survey control.
 LX5487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5487.See file dsdata.txt to determine how the superseded data were derived.
 LX5487
 LX5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3512779251(NAD 83)
 LX5487_MARKER: 62 = FLAGPOLE
 LX5487
 LX5487  HISTORY     - Date     Condition        Report By
 LX5487  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5487  HISTORY     - 1954     GOOD             CGS
 LX5487  HISTORY     - 1984     GOOD             USPSQD
 LX5487  HISTORY     - 1989     GOOD             USPSQD
 LX5487  HISTORY     - 19991226 GOOD             USPSQD
 LX5487
 LX5487                          STATION DESCRIPTION
 LX5487
 LX5487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5487'THE FLAGPOLE OF THE NATIONAL GUARD CAMP AT NIANTIC IS AT THE W
 LX5487'END OF THE PARADE GROUNDS AND DIRECTLY IN FRONT OF A SMALL
 LX5487'BUILDING.  IT IS 12 FEET W OF THE SALUTE GUN AND HAS FOUR TRENCH
 LX5487'MORTARS MOUNTED ON CONCRETE BLOCKS, TWO N AND TWO S OF IT.  THE
 LX5487'FLAGPOLE IS SUPPORTED BETWEEN TWO 3- BY 6-INCH WOODEN POSTS AND
 LX5487'IS TAKEN DOWN DURING THE WINTER MONTHS.  THE STATION IS THE
 LX5487'CENTER LINE OF THE POLE.
 LX5487
 LX5487                          STATION RECOVERY (1954)
 LX5487
 LX5487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5487'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LX5487'IS ADEQUATE.
 LX5487
 LX5487                          STATION RECOVERY (1984)
 LX5487
 LX5487'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5487'STATION RECOVERED AS DESCRIBED GOOD.
 LX5487'
 LX5487'NEW POLE HAS REPLACED OLD FLAGPOLE.
 LX5487
 LX5487                          STATION RECOVERY (1989)
 LX5487
 LX5487'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5487'RECOVERED IN GOOD CONDITION.
 LX5487
 LX5487                          STATION RECOVERY (1999)
 LX5487
 LX5487'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0461 ***********************************************************************
 LX0461  DESIGNATION -  CAMP RM 1
 LX0461  PID         -  LX0461
 LX0461  STATE/COUNTY-  CT/NEW HAVEN
 LX0461  USGS QUAD   -  CLINTON (1984)
 LX0461
 LX0461                         *CURRENT SURVEY CONTROL
 LX0461  ___________________________________________________________________
 LX0461* NAD 83(1986)-  41 16 25.     (N)    072 34 12.     (W)     SCALED    
 LX0461* NAVD 88     -        18.139  (meters)      59.51   (feet)  ADJUSTED  
 LX0461  ___________________________________________________________________
 LX0461  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX0461  DYNAMIC HT  -          18.133 (meters)      59.49  (feet)  COMP
 LX0461  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 LX0461
 LX0461  VERT ORDER  -  FIRST     CLASS I
 LX0461
 LX0461.The horizontal coordinates were scaled from a topographic map and have
 LX0461.an estimated accuracy of +/- 6 seconds.
 LX0461
 LX0461.The orthometric height was determined by differential leveling
 LX0461.and adjusted by the National Geodetic Survey in June 1991..
 LX0461
 LX0461.The geoid height was determined by GEOID03.
 LX0461
 LX0461.The dynamic height is computed by dividing the NAVD 88
 LX0461.geopotential number by the normal gravity value computed on the
 LX0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0461.degrees latitude (g = 980.6199 gals.).
 LX0461
 LX0461.The modeled gravity was interpolated from observed gravity values.
 LX0461
 LX0461;                    North         East    Units  Estimated Accuracy
 LX0461;SPC CT       -   201,310.      319,880.      MT  (+/- 180 meters Scaled)
 LX0461
 LX0461                          SUPERSEDED SURVEY CONTROL
 LX0461
 LX0461  NGVD 29 (??/??/92)   18.446  (m)           60.52   (f) ADJ UNCH    1 1
 LX0461
 LX0461.Superseded values are not recommended for survey control.
 LX0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0461.See file dsdata.txt to determine how the superseded data were derived.
 LX0461
 LX0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL035719(NAD 83)
 LX0461_MARKER: DR = REFERENCE MARK DISK
 LX0461_SETTING: 80 = SET IN A BOULDER
 LX0461_SP_SET: BOULDER
 LX0461_STAMPING: CAMP NO 1 1933
 LX0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0461+STABILITY: SURFACE MOTION
 LX0461
 LX0461  HISTORY     - Date     Condition        Report By
 LX0461  HISTORY     - 1933     MONUMENTED       CGS
 LX0461  HISTORY     - 1965     GOOD             NGS
 LX0461  HISTORY     - 1988     GOOD             USPSQD
 LX0461
 LX0461                          STATION DESCRIPTION
 LX0461
 LX0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0461'1.4 MI E FROM MADISON.
 LX0461'1.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0461'MADISON, ABOUT 100 YARDS NORTH OF THE HIGHWAY ON TOP OF THE
 LX0461'HIGHEST POINT OF A RIDGE, SET ON THE TOP OF A 6-BY-4 FOOT
 LX0461'BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND, 47.8 FEET
 LX0461'NORTHEAST OF THE STATION, 36 1/2 FEET NORTH OF A MAPLE TREE
 LX0461'WITH 6 TRUNKS WHICH IS ABOUT 30 INCHES AROUND AT THE BUTT OF
 LX0461'TREE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0461
 LX0461                          STATION RECOVERY (1988)
 LX0461
 LX0461'RECOVERY NOTE BY US POWER SQUADRON 1988 (JBL)
 LX0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3563 ***********************************************************************
 LW3563  DESIGNATION -  CAMPBELL
 LW3563  PID         -  LW3563
 LW3563  STATE/COUNTY-  CT/NEW LONDON
 LW3563  USGS QUAD   -  VOLUNTOWN (1975)
 LW3563
 LW3563                         *CURRENT SURVEY CONTROL
 LW3563  ___________________________________________________________________
 LW3563* NAD 83(1996)-  41 30 26.38859(N)    071 48 11.19124(W)     ADJUSTED  
 LW3563* NAVD 88     -       127.     (meters)     417.     (feet)  SCALED    
 LW3563  ___________________________________________________________________
 LW3563  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 LW3563  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW3563
 LW3563  HORZ ORDER  -  SECOND
 LW3563
 LW3563.The horizontal coordinates were established by classical geodetic methods
 LW3563.and adjusted by the National Geodetic Survey in August 1998..
 LW3563
 LW3563.The orthometric height was scaled from a topographic map.
 LW3563
 LW3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3563
 LW3563.The geoid height was determined by GEOID03.
 LW3563
 LW3563;                    North         East     Units Scale Factor Converg.
 LW3563;SPC CT       -   227,686.288   383,850.585   MT  0.99998325   +0 37 40.2
 LW3563;SPC CT       -   747,000.76  1,259,349.79   sFT  0.99998325   +0 37 40.2
 LW3563;SPC RI       -    47,132.993    74,694.584   MT  1.00000163   -0 12 03.2
 LW3563;SPC RI       -   154,635.49    245,060.48   sFT  1.00000163   -0 12 03.2
 LW3563;UTM  19      - 4,598,872.078   266,059.651   MT  1.00027355   -1 51 30.6
 LW3563
 LW3563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3563!SPC CT       -   0.99998489  x   0.99998325  =   0.99996814
 LW3563!SPC RI       -   0.99998489  x   1.00000163  =   0.99998652
 LW3563!UTM  19      -   0.99998489  x   1.00027355  =   1.00025843
 LW3563
 LW3563:                Primary Azimuth Mark                     Grid Az
 LW3563:SPC CT       -  CAMPBELL AZ MK                           004 01 53.3
 LW3563:SPC RI       -  CAMPBELL AZ MK                           004 51 36.7
 LW3563:UTM  19      -  CAMPBELL AZ MK                           006 31 04.1
 LW3563
 LW3563|---------------------------------------------------------------------|
 LW3563| PID    Reference Object                     Distance      Geod. Az  |
 LW3563|                                                           dddmmss.s |
 LW3563| CB7174 CAMPBELL AZ MK                                     0043933.5 |
 LW3563| CB7175 CAMPBELL RM 1                        17.267 METERS 03640     |
 LW3563| LW3254 CHAMPLIN 2                          APPROX. 2.9 KM 1375349.5 |
 LW3563| LW3558 NORTH STONINGTON CONG CH SPIRE      APPROX. 3.1 KM 2661648.5 |
 LW3563| CB7176 CAMPBELL RM 2                        12.439 METERS 30611     |
 LW3563|---------------------------------------------------------------------|
 LW3563
 LW3563                          SUPERSEDED SURVEY CONTROL
 LW3563
 LW3563  NAD 83(1992)-  41 30 26.38737(N)    071 48 11.19049(W) AD(       ) 2
 LW3563  NAD 83(1986)-  41 30 26.38678(N)    071 48 11.19123(W) AD(       ) 2
 LW3563  NAD 27      -  41 30 26.03205(N)    071 48 12.94113(W) AD(       ) 2
 LW3563
 LW3563.Superseded values are not recommended for survey control.
 LW3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3563.See file dsdata.txt to determine how the superseded data were derived.
 LW3563
 LW3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6606098872(NAD 83)
 LW3563_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3563_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3563+STABILITY: SURFACE MOTION
 LW3563
 LW3563  HISTORY     - Date     Condition        Report By
 LW3563  HISTORY     - 1937     MONUMENTED       CTGS
 LW3563  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3563
 LW3563                          STATION DESCRIPTION
 LW3563
 LW3563'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3563'STANDARD DISK STAMPED CAMPBELL-1937 SET IN A SQUARE CONCRETE POST
 LW3563'ON THE LAND OF H. STILLMAN RUYL, ABOUT 0.6 MILES WEST OF THE
 LW3563'R.I.-CONN. LINE, 5-3/4 MILES SOUTH-SOUTHEAST OF VOLUNTOWN, 100 FEET
 LW3563'EAST OF OLD FOUNDATION, AND ABOUT 900 FEET SOUTHWEST OF WHITE
 LW3563'FRAME HOUSE (RUYL HOMESTEAD).
 LW3563'
 LW3563'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED CAMPBELL-1937
 LW3563'SET IN 3 INCHES OF CONCRETE, 40 INCHES BELOW, AND DIRECTLY UNDER
 LW3563'THE STATION MARK.  THERE IS 3 INCHES OF DIRT BETWEEN THE
 LW3563'UNDERGROUND MARK AND THE CONCRETE POST THAT HOLDS THE STATION
 LW3563'MARK.
 LW3563'
 LW3563'TO REACH FROM CLARK FALLS POST OFFICE, GO EAST 200 FEET, TURN LEFT
 LW3563'(NORTH) (OILED ROAD), GO 0.9 MILES, KEEP STRAIGHT AHEAD AT END OF
 LW3563'OILED ROAD.  PROCEED 1.9 MILES TO Y..  BEAR RIGHT, GO 1.0 MILES
 LW3563'TO BAR-WAY IN STONE WALL.  TURN RIGHT THRU BAR-WAY TO OLD
 LW3563'FOUNDATION AND STATION 100 FEET EAST OF HERE.
 LW3563'
 LW3563'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3563'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, 7A, AND 12A.
 LW3563'
 LW3563'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CAMPBELL-1937-NO. 1
 LW3563'SET IN A BOULDER 6-BY 5-BY 4-FEET HIGH, ABOUT 200 FEET EAST OF
 LW3563'DIRT ROAD, AND 56.65 FEET NORTH-NORTHEAST OF STATION.  REFERENCE
 LW3563'MARK NO.2 IS A STANDARD DISK STAMPED CAMPBELL-1937-NO. 2
 LW3563'SET IN A BOULDER 2-BY 1-FEET AND 3 INCHES HIGH, 150 FEET
 LW3563'EAST OF BARWAY.  40 FEET EAST OF OLD FOUNDATION, AND 40.81 FEET
 LW3563'NORTHWEST OF STATION.
 LW3563'
 LW3563'AZIMUTH IS A STANDARD DISK STAMPED CAMPBELL-1937 SET IN
 LW3563'OUTCROPPING LEDGE 10-BY 5-BY 6-FEET HIGH, ABOUT 20 FEET EAST OF A
 LW3563'24 INCH BLACK OAK, 50 FEET EAST OF CENTER LINE OF DIRT ROAD,
 LW3563'150 FEET SOUTH OF RUYLS HOUSE, AND 700 FEET NORTHWEST OF STATION.
 LW3563'
 LW3563'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LW3563
 LW3563                          STATION RECOVERY (1973)
 LW3563
 LW3563'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3563'CAMPBELL 1937 EXCELLENT
 LW3563'
 LW3563'CAMPBELL NO. 1 1937 EXCELLENT
 LW3563'
 LW3563'CAMPBELL NO. 2 1937 EXCELLENT
 LW3563'
 LW3563'CAMPBELL AZIMUTH MARK EXCELLENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3606 ***********************************************************************
 LX3606  DESIGNATION -  CANAAN
 LX3606  PID         -  LX3606
 LX3606  STATE/COUNTY-  CT/LITCHFIELD
 LX3606  USGS QUAD   -  SOUTH CANAAN (1969)
 LX3606
 LX3606                         *CURRENT SURVEY CONTROL
 LX3606  ___________________________________________________________________
 LX3606* NAD 83(1996)-  41 56 37.29470(N)    073 16 10.34110(W)     ADJUSTED  
 LX3606* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 LX3606  ___________________________________________________________________
 LX3606  LAPLACE CORR-          10.63  (seconds)                    DEFLEC99
 LX3606  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX3606
 LX3606  HORZ ORDER  -  FIRST
 LX3606
 LX3606.The horizontal coordinates were established by classical geodetic methods
 LX3606.and adjusted by the National Geodetic Survey in August 1998..
 LX3606
 LX3606.The orthometric height was scaled from a topographic map.
 LX3606
 LX3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3606
 LX3606.The geoid height was determined by GEOID03.
 LX3606
 LX3606;                    North         East     Units Scale Factor Converg.
 LX3606;SPC CT       -   275,848.181   261,718.350   MT  1.00000871   -0 20 40.1
 LX3606;SPC CT       -   905,011.91    858,654.29   sFT  1.00000871   -0 20 40.1
 LX3606;UTM  18      - 4,644,972.621   643,441.285   MT  0.99985318   +1 09 24.6
 LX3606
 LX3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3606!SPC CT       -   0.99992153  x   1.00000871  =   0.99993024
 LX3606!UTM  18      -   0.99992153  x   0.99985318  =   0.99977473
 LX3606
 LX3606|---------------------------------------------------------------------|
 LX3606| PID    Reference Object                     Distance      Geod. Az  |
 LX3606|                                                           dddmmss.s |
 LX3606| CB3760 CANAAN RM 1                          24.632 METERS 02821     |
 LX3606| LX3609 CANAAN FIRE TOWER                    20.327 METERS 02844     |
 LX3606| LX3524 RIGGS                               APPROX. 8.5 KM 1054203.8 |
 LX3606| CB3762 CANAAN RM 3                          17.776 METERS 11719     |
 LX3606| CB3761 CANAAN RM 2                          19.508 METERS 20711     |
 LX3606|---------------------------------------------------------------------|
 LX3606
 LX3606                          SUPERSEDED SURVEY CONTROL
 LX3606
 LX3606  NAD 83(1996)-  41 56 37.29468(N)    073 16 10.34126(W) AD(       ) 1
 LX3606  NAD 83(1992)-  41 56 37.29558(N)    073 16 10.34191(W) AD(       ) 1
 LX3606  NAD 83(1992)-  41 56 37.29609(N)    073 16 10.34238(W) AD(       ) 1
 LX3606  NAD 83(1986)-  41 56 37.29504(N)    073 16 10.34300(W) AD(       ) 1
 LX3606  NAD 83(1986)-  41 56 37.29655(N)    073 16 10.34081(W) AD(       ) 1
 LX3606  NAD 27      -  41 56 36.95700(N)    073 16 11.91800(W) AD(       ) 1
 LX3606
 LX3606.Superseded values are not recommended for survey control.
 LX3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3606.See file dsdata.txt to determine how the superseded data were derived.
 LX3606
 LX3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4344144973(NAD 83)
 LX3606_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3606_SETTING: 66 = SET IN ROCK OUTCROP
 LX3606_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3606_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3606+STABILITY: POSITION/ELEVATION WELL
 LX3606
 LX3606  HISTORY     - Date     Condition        Report By
 LX3606  HISTORY     - 1938     MONUMENTED       CTGS
 LX3606  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX3606  HISTORY     - 1984     GOOD             NGS
 LX3606
 LX3606                          STATION DESCRIPTION
 LX3606
 LX3606'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3606'ON THE SUMMIT OF CANAAN MOUNTAIN, NEAR THE SOUTHWEST END OF THE
 LX3606'RANGE, 5 MILES SOUTHWEST OF NORFOLK, 11 MILES WEST BY NORTH OF
 LX3606'WINSTED, ON PROPERTY OWNED BY FRANK POSSINI, ON ABOUT THE
 LX3606'HIGH POINT OF THE BROAD, LEVEL SUMMIT, ON AN OUTCROP OF LEDGE
 LX3606'ROCK, 12 PACES SOUTH BY EAST OF 14-INCH OAK TREE WITH TRIANGLE
 LX3606'BLAZE, 5 PACES NORTH OF A BLAZED 3-INCH OAK TREE, AT A SMALL
 LX3606'STONE CAIRN, IN SOUTHWEST CORNER OF LARGE LEDGE ABOUT 150 FEET
 LX3606'SQUARE AMONGST 15-FOOT OAK TREES.  MARK IS STAMPED
 LX3606'CANAAN-1938.
 LX3606'
 LX3606'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE HIGHWAY
 LX3606'44 AT CANAAN, GO SOUTH ON U.S. HIGHWAY 7 FOR 4.55 MILES AND KEEP
 LX3606'STRAIGHT AHEAD ON STATE HIGHWAY 43 AT JUNCTION.  CONTINUE
 LX3606'3.8 MILES, OR 0.15 MILE AFTER CROSSING HOLLENBECK RIVER, AND
 LX3606'TURN LEFT ON DIM ROAD BETWEEN TWO ABANDONED BUILDINGS.  THENCE
 LX3606'0.5 MILE TO TWIN BLACK BIRCH WITH TRIANGLE BLAZE ON THE LEFT END
 LX3606'OF TRUCK TRAVEL.  CONTINUE AHEAD FOR 0.4 MILE AND TAKE LEFT
 LX3606'FORK AT TRIANGLE BLAZED TREE ON LEFT, THEN 0.6 MILE TO DRAW BAR
 LX3606'GATE ON LEFT.  LEAVE ROAD AND GO THRU GATE AND GO NORTH
 LX3606'ACROSS FIELD, PASSING A SMALL SHACK, TO A STONE FENCE ABOUT
 LX3606'120 YARDS FROM THE ROAD.  GO EAST ALONG THE FENCE FOR A SHORT
 LX3606'DISTANCE TO A LARGE APPLE TREE NEAR THE WEST END OF THE WOODS.
 LX3606'TURN NORTH HERE AND FOLLOW ALONG WEST EDGE OF THE WOODS FOR
 LX3606'ABOUT 100 YARDS TO A BLAZED TRAIL STARTING IN A GROVE OF WHITE
 LX3606'BIRCH.  FOLLOW THIS WELL BLAZED TRAIL IN A NORTH-NORTHEASTERLY
 LX3606'DIRECTION FOR A SHORT 1/2 MILE TO THE STATION SITE ON THE
 LX3606'SUMMIT.  TOTAL CLIMB ABOUT 1-1/2 MILES, 800 FEET, EMPTY.
 LX3606'
 LX3606'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX3606'LEDGE, NOTES 2 AND 12A.
 LX3606'
 LX3606'REFERENCE MARK NO.1 IS 81.00 FEET NORTH OF STATION, IN
 LX3606'NORTHWEST CORNER OF LEDGE, AND IS STAMPED CANAAN-1938-NO.
 LX3606'1.  REFERENCE MARK NO. 2 IS 63.90 FEET SOUTHEAST OF STATION, IN
 LX3606'SOUTH EDGE OF LEDGE, AND STAMPED CANAAN-1938-NO. 2.  REFERENCE
 LX3606'MARK NO. 3 IS 58.40 FEET SOUTH OF STATION, IN SOUTHWEST CORNER OF
 LX3606'LEDGE, AND STAMPED CANAAN-1938-NO. 3.
 LX3606'
 LX3606'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3606
 LX3606                          STATION RECOVERY (1971)
 LX3606
 LX3606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (AK)
 LX3606'STATION AND ALL THREE RMS FOUND IN EXCELLENT CONDITION.
 LX3606'
 LX3606'TO REACH FROM THE CANAAN-CORNWALL TOWN-LINE ON RT. 63, GO (N.)
 LX3606'0.9 MILE AND TAKE RIGHT ON UNDER MOUNTAIN RD.  PROCEED (N) FOR
 LX3606'1.7 MILES AND TAKE SHARP RIGHT ON CANAAN MOUNTAN RD. FOR 1.65
 LX3606'MILES UP HILL TO CHATTLETON RD. ON RIGHT.  THIS ROAD IS MARKED BY
 LX3606'SNETCO POLE 2960 ON RIGHT AND A 60 IN WHITEWOOD TREE JUST WEST
 LX3606'OF IT.  PROCEED (S.E.) 2.0 MILES TO THE YALE FORESTRY SCHOOL
 LX3606'CAMP AND CONTINUE ANOTHER 0.21 MILES TO A POINT JUST SHORT OF A
 LX3606'MAKESHIFT BRIDGE OVER A SEASONAL WATER COURSE.  FOLLOW WOODS
 LX3606'TRAIL ON RIGHT UP HILL, NORTHEASTERLY FOR ABOUT 8 MINUTES (A
 LX3606'MAN WALK) TO OPEN LEDGE AREA.  AT THIS POINT, TRAIL TURNS
 LX3606'SOUTHWESTERLY.  PROCEED UP HILL FOR ANOTHER 10 MINUTES TO
 LX3606'TOP OF HILL AND FIRE TOWER.  STATION IS ABOUT 70 FT S.W. OF
 LX3606'FIRE TOWER.
 LX3606
 LX3606                          STATION RECOVERY (1984)
 LX3606
 LX3606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3606'THE STATION WAS RECOVERED AT THIS DATE.
 LX3606'THE STATION MARK, REFERENCE MARKS 1,2 AND 3 WERE RECOVERED IN GOOD
 LX3606'CONDITION. THE DIRECTIONS TO THE REFERENCE COMPARED WITH THE 1938
 LX3606'DATA. THE DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.057 METER,
 LX3606'REFERENCE MARK 2 WAS SHORTER BY 0.031 METER AND REFERENCE MARK 3
 LX3606'WAS SHORTER BY 0.024 METER. A NEW DESCRIPTION FOLLOWS.
 LX3606'
 LX3606'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 LX3606'SOUTHWEST FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY
 LX3606'272 IN NORFOLK, 5.6 KM (3.5 MI) SOUTHEAST FROM THE JUNCTION OF U.S.
 LX3606'HIGHWAY 7 AND STATE HIGHWAY 63 IN SOUTH CANAAN AND 3.5 KM (2.2 MI)
 LX3606'NORTH FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 63.
 LX3606'OWNERSHIP--MR EDWARD C CHILDS, 29 WINDROW ROAD, NORFOLK CT 06058,
 LX3606'PHONE 203-542-5202.
 LX3606'
 LX3606'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX3606'HIGHWAY 63 IN SOUTH CANAAN, GO NORTH ON HIGHWAY 7 FOR 1.6 KM (1.0
 LX3606'MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTHEAST ON UNDER MOUNTAIN
 LX3606'ROAD FOR 2.4 KM (1.45 MI) TO BARNES ROAD ON THE RIGHT. CONTINUE
 LX3606'AHEAD FOR 2.5 KM (1.5 MI) TO A PAVED ROAD LEFT. BEAR LEFT, EAST, ON
 LX3606'CANAAN MOUNTAIN ROAD FOR 2.7 KM (1.65 MI) TO A DIRT ROAD RIGHT WITH
 LX3606'A LOCKED GATE (MADE OF PIPE AND PAINTED RED). TURN RIGHT, SOUTH,
 LX3606'FOR 0.3 KM (0.15 MI) TO A FORK. BEAR RIGHT, FOR 1.8 KM (1.1 MI) TO
 LX3606'A FORK. BEAR RIGHT FOR 25 METERS (75 FT) TO A LOCKED GATE (MADE OF
 LX3606'PIPE AND PAINTED BLUE). CONTINUE AHEAD FOR 1.0 KM (0.65 MI) TO A
 LX3606'GREY HOUSE ON THE LEFT. CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A
 LX3606'WOODS ROAD ON THE RIGHT. TURN RIGHT AND GO UPHILL FOR 0.4 KM (0.25
 LX3606'MI) TO A SMALL CLEARING, BEAR LEFT AND CONTINUE UPHILL FOR 0.6 KM
 LX3606'(0.4 MI) TO HIGH GROUND AND THE STATION NEAR A SMALL LOOKOUT TOWER.
 LX3606'
 LX3606'THE STATION IS A STANDARD CGS DISK
 LX3606'STAMPED---CAANAN 1938---,
 LX3606'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3606'18.65 METERS (61.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST LEG OF A
 LX3606'LOOKOUT TOWER,
 LX3606'10.97 METERS (36.0 FT) SOUTH FROM AN OAK TREE 40 CM IN DIAMETER AND
 LX3606'4.97 METERS (16.3 FT) NORTHEAST FROM A WITNESS POST.
 LX3606'
 LX3606'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 LX3606'STAMPED---CAANAN NO 1 1938---,
 LX3606'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3606'6.37 METERS (20.9 FT) SOUTHEAST FROM A DOUBLE TRUNKED OAK TREE,
 LX3606'3.08 METERS (10.1 FT) NORTH-NORTHEAST FROM THE SOUTHEAST LEG OF THE
 LX3606'LOOKOUT TOWER AND
 LX3606'3.02 METERS (9.9 FT) EAST FROM THE NORTHEAST LEG OF THE LOOKOUT
 LX3606'TOWER.
 LX3606'MARK IS LEVEL WITH THE STATION.
 LX3606'
 LX3606'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 LX3606'STAMPED---CAANAN NO 2 1938---,
 LX3606'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3606'6.71 METERS (22.1 FT) NORTH-NORTHWEST FROM A TRIPLE TRUNKED OAK
 LX3606'TREE,
 LX3606'6.13 METERS (20.1 FT) WEST-SOUTHWEST FROM A TWIN TRUNKED OAK TREE,
 LX3606'5.43 METERS (17.8 FT) NORTHEAST FROM A TWIN TRUNKED OAK TREE AND
 LX3606'3.75 METERS (12.3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 LX3606'MARK IS LEVEL WITH THE STATION.
 LX3606'
 LX3606'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK
 LX3606'STAMPED---CAANAN NO 3 1938---,
 LX3606'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3606'18.17 METERS (59.6 FT) WEST-SOUTHWEST FROM A WITNESS POST,
 LX3606'6.49 METERS (21.3 FT) SOUTH-SOUTHEAST FROM A DOUBLE TRUNKED OAK
 LX3606'TREE AND
 LX3606'0.43 METER (1.4 FT) EAST FROM THE WESTERN DROP OFF TO THE ROCK
 LX3606'OUTCROP.
 LX3606'MARK IS 0.9 METER BELOW THE STATION.
 LX3606'
 LX3606'HEIGHT OF LIGHT SHOWN WAS 22.9 METERS ABOVE THE MARK.
 LX3606'
 LX3606'NO SUITABLE FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3606'
 LX3606'DESCRIBED BY D. L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2038 ***********************************************************************
 MZ2038  DESIGNATION -  CANAAN AIRPORT
 MZ2038  PID         -  MZ2038
 MZ2038  STATE/COUNTY-  CT/LITCHFIELD
 MZ2038  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ2038
 MZ2038                         *CURRENT SURVEY CONTROL
 MZ2038  ___________________________________________________________________
 MZ2038* NAD 83(1996)-  42 02 51.86544(N)    073 19 35.47155(W)     ADJUSTED  
 MZ2038* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MZ2038  ___________________________________________________________________
 MZ2038  LAPLACE CORR-           8.93  (seconds)                    DEFLEC99
 MZ2038  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 MZ2038
 MZ2038  HORZ ORDER  -  FIRST
 MZ2038
 MZ2038.The horizontal coordinates were established by classical geodetic methods
 MZ2038.and adjusted by the National Geodetic Survey in August 1998..
 MZ2038
 MZ2038.The orthometric height was scaled from a topographic map.
 MZ2038
 MZ2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2038
 MZ2038.The geoid height was determined by GEOID03.
 MZ2038
 MZ2038;                    North         East     Units Scale Factor Converg.
 MZ2038;SPC CT       -   287,434.953   257,070.457   MT  1.00002336   -0 22 56.2
 MZ2038;SPC CT       -   943,026.17    843,405.32   sFT  1.00002336   -0 22 56.2
 MZ2038;SPC MA M     -   867,990.767    48,800.983   MT  0.99996809   -1 13 36.9
 MZ2038;SPC MA M     - 2,847,733.04    160,107.89   sFT  0.99996809   -1 13 36.9
 MZ2038;UTM  18      - 4,656,431.595   638,492.065   MT  0.99983601   +1 07 15.6
 MZ2038
 MZ2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2038!SPC CT       -   0.99997194  x   1.00002336  =   0.99999530
 MZ2038!SPC MA M     -   0.99997194  x   0.99996809  =   0.99994003
 MZ2038!UTM  18      -   0.99997194  x   0.99983601  =   0.99980795
 MZ2038
 MZ2038|---------------------------------------------------------------------|
 MZ2038| PID    Reference Object                     Distance      Geod. Az  |
 MZ2038|                                                           dddmmss.s |
 MZ2038| DA3196 CANAAN AIRPORT RM 2                   6.906 METERS 03843     |
 MZ2038| MZ2658 CANAAN AIRPORT RM 3                 246.453 METERS 17007     |
 MZ2038| MZ2042 BALD PEAK                           APPROX.10.7 KM 3042920.9 |
 MZ2038| MZ2661 MT EVERETT LOT                      APPROX.10.7 KM 3043533.0 |
 MZ2038| DA3195 CANAAN AIRPORT RM 1                  16.865 METERS 32425     |
 MZ2038|---------------------------------------------------------------------|
 MZ2038
 MZ2038                          SUPERSEDED SURVEY CONTROL
 MZ2038
 MZ2038  NAD 83(1996)-  42 02 51.86544(N)    073 19 35.47157(W) AD(       ) 1
 MZ2038  NAD 83(1992)-  42 02 51.86674(N)    073 19 35.47247(W) AD(       ) 1
 MZ2038  NAD 83(1992)-  42 02 51.86676(N)    073 19 35.47257(W) AD(       ) 1
 MZ2038  NAD 83(1986)-  42 02 51.86568(N)    073 19 35.47146(W) AD(       ) 1
 MZ2038  NAD 83(1986)-  42 02 51.86564(N)    073 19 35.47900(W) AD(       ) 2
 MZ2038  NAD 27      -  42 02 51.53700(N)    073 19 37.07700(W) AD(       ) 2
 MZ2038
 MZ2038.Superseded values are not recommended for survey control.
 MZ2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2038.See file dsdata.txt to determine how the superseded data were derived.
 MZ2038
 MZ2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3849256432(NAD 83)
 MZ2038_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2038_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2038_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ2038_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ2038+STABILITY: POSITION/ELEVATION WELL
 MZ2038
 MZ2038  HISTORY     - Date     Condition        Report By
 MZ2038  HISTORY     - 1939     MONUMENTED       MAGS
 MZ2038  HISTORY     - 1984     GOOD             NGS
 MZ2038
 MZ2038                          STATION DESCRIPTION
 MZ2038
 MZ2038'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1939
 MZ2038'THE STATION IS MARKED BY A MASSACHUSETTS DEPARTMENT OF PUBLIC
 MZ2038'WORKS TRIANGULATION DISK, STAMPED CANAAN AIRPORT, CONN., 1939, SET
 MZ2038'IN THE CENTER OF A 150-FOOT BY 75-FOOT LEDGE OUTCROP 5 FEET
 MZ2038'ABOVE GROUND.  LOCATED IN THE NORTHWESTERN CORNER OF THE CANAAN
 MZ2038'AIRPORT IN THE EXTREME NORTHERLY PART OF THE TOWN OF NORTH
 MZ2038'CANAAN, CONN., 94 FEET NE OF THE NE CORNER OF AIRPLANE HANGAR.
 MZ2038'113 FEET NE OF THE NW CORNER OF AIRPLANE HANGAR.  262 FEET NW
 MZ2038'OF THE JUNCTION OF A N-S FENCE AND E-W FENCE.  247 FEET SE
 MZ2038'OF A SW-NE WIRE FENCE.  317 FEET SE OF A MASS.-CONN. STATE
 MZ2038'LINE MONUMENT, AND 322 FEET E OF THE N.Y., N.H. AND H.R.R. TRACT
 MZ2038'AT A POINT 230 FEET NE OF CENTER OF ROUTE 7.
 MZ2038'
 MZ2038'REFERENCE MARKS--TWO MASS. DEPT. OF PUBLIC WORKS REFERENCE
 MZ2038'MARK DISKS, STAMPED AND SET AS FOLLOWS--
 MZ2038'
 MZ2038'CANAAN AIRPORT CONN. 1939, NO.1 - IN THE NW CORNER OF 150 FOOT
 MZ2038'BY 75 FOOT LEDGE 5 FEET ABOVE GROUND.
 MZ2038'
 MZ2038'CANAAN AIRPORT CONN. 1939, NO.2 - IN E CENTRAL PART OF SAME LEDGE.
 MZ2038'
 MZ2038'AZIMUTH MARK--MT. WASHINGTON FIRE TOWER.
 MZ2038'
 MZ2038'VIEW--FROM GROUND CLEAR IN ALL DIRECTIONS.
 MZ2038
 MZ2038                          STATION RECOVERY (1984)
 MZ2038
 MZ2038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 MZ2038'THE STATION WAS RECOVERED AT THIS DATE.
 MZ2038'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE
 MZ2038'AZIMUTH MARK, MT WASHINGTON FIRE TOWER HAS BEEN DESTROYED. THE
 MZ2038'DIRECTIONS AND DISTANCES TO THE REFERENCE MARKS DID COMPARE WITH
 MZ2038'THE 1939 DATA. A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 MZ2038'
 MZ2038'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 MZ2038'NORTH OF CANAAN, 90 METERS (300 FT) WEST OF U.S. HIGHWAY 7, 60
 MZ2038'METER (200 FT) SOUTH OF THE MASSACHUSETTS STATE BOUNDARY AND ON A
 MZ2038'45 BY 23 METERS (150 BY 75 FT) ROCK OUTCROP 2 METERS (6 FT) ABOVE
 MZ2038'GROUND.
 MZ2038'OWNERSHIP--MR ROGER TOFFOLON, CONNECTICUT SAND AND GRAVEL INC,
 MZ2038'PLAINVILLE CT 06062, PHONE 203-747-1627.
 MZ2038'
 MZ2038'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 7 AND
 MZ2038'STATE HIGHWAY 44 IN CANAAN, GO NORTH ON HIGHWAY 7 FOR 1.85 KM (1.15
 MZ2038'MI) TO A FORK LEFT JUST PAST STATE POLICE BARRACKS. BEAR LEFT
 MZ2038'NORTHWEST ON HIGHWAY 7A FOR 0.2 KM (0.1 MI) TO A DIRT ROAD RIGHT.
 MZ2038'TURN RIGHT NORTHEAST ON DIRT ROAD FOR 42 METERS (140 FT) TO
 MZ2038'REFERENCE MARK 3 ON THE RIGHT. CONTINUE AHEAD NORTH FOR 0.3 KM (0.2
 MZ2038'MI) TO AN OLD HANGAR ON THE LEFT AND STATION ON ROCK OUTCROP AHEAD.
 MZ2038'TURN LEFT AND PASS BETWEEN OLD HANGAR AND ROCK OUTCROP NORTHWEST
 MZ2038'FOR 20 METERS (60 FT) THEN TURN RIGHT NORTHEAST FOR 15 METERS (50
 MZ2038'FT) ONTO THE ROCK OUTCROP AND THE STATION.
 MZ2038'
 MZ2038'THE STATION IS A STANDARD MADPW DISK
 MZ2038'STAMPED---CANAAN AIRPORT 1939 CONN---,
 MZ2038'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2038'28.65 METERS (94.0 FT) NORTH FROM THE NORTHEAST CORNER OF HANGAR,
 MZ2038'22.9 METERS (75 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF
 MZ2038'A MOUND (HIGH POINT IN AREA),
 MZ2038'12.8 METERS (42 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF OUTCROP AND
 MZ2038'5.0 METERS (16.4 FT) SOUTHEAST FROM AN 18 CM IN DIAMETER PINE TREE.
 MZ2038'
 MZ2038'REFERENCE MARK NO. 1 IS A STANDARD MADPW DISK
 MZ2038'STAMPED---CANAAN AIRPORT 1939 RM 1 CONN---,
 MZ2038'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2038'12.9 METERS (42.4 FT) NORTH FROM A 18 CM IN DIAMETER PINE TREE,
 MZ2038'11.0 METERS (36.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF
 MZ2038'TRACK ROAD AT EDGE OF OUTCROP,
 MZ2038'11.0 METERS (36.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 MZ2038'MOUND (HIGH POINT IN AREA).
 MZ2038'MARK IS 0.3 METER BELOW THE STATION.
 MZ2038'
 MZ2038'REFERENCE MARK NO. 2 IS A STANDARD MADPW DISK
 MZ2038'STAMPED---CANAAN AIRPORT 1939 RM 2 CONN---,
 MZ2038'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2038'34.1 METERS (111.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 MZ2038'HANGAR,
 MZ2038'19.8 METERS (65.0 FT) NORTHEAST FROM THE SOUTHWEST EDGE OF OUTCROP,
 MZ2038'18.9 METERS (62.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 MZ2038'MOUNT (HIGH POINT IN AREA) AND
 MZ2038'9.4 METERS (30.8 FT) EAST FROM AN 18 CM IN DIAMETER PINE TREE.
 MZ2038'MARK IS 0.2 METER ABOVE THE STATION.
 MZ2038'
 MZ2038'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 MZ2038'STAMPED---CANAAN AIRPORT 1939 NO 3 1984---,
 MZ2038'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MZ2038'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 MZ2038'41.8 METERS (137.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 MZ2038'JUNCTION U.S. HIGHWAY 7A AND SIDE ROAD,
 MZ2038'3.8 METERS (12.5 FT) WEST FROM A 45 CM IN DIAMETER PINE TREE,
 MZ2038'2.4 METERS (8.0 FT) NORTHEAST FROM A 45 CM IN DIAMETER PINE TREE AND
 MZ2038'0.8 METER (2.6 FT) EAST FROM AN ORANGE WITNESS POST.
 MZ2038'MARK IS 4.4 METERS BELOW THE STATION.
 MZ2038'
 MZ2038'HEIGHT OF LIGHT SHOWN WAS 27.0 METERS ABOVE THE MARK.
 MZ2038'
 MZ2038'AN EDM TIE WAS MADE TO REFERENCE MARK 3.
 MZ2038'
 MZ2038'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2658 ***********************************************************************
 MZ2658  DESIGNATION -  CANAAN AIRPORT RM 3
 MZ2658  PID         -  MZ2658
 MZ2658  STATE/COUNTY-  CT/LITCHFIELD
 MZ2658  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ2658
 MZ2658                         *CURRENT SURVEY CONTROL
 MZ2658  ___________________________________________________________________
 MZ2658* NAD 83(1996)-  42 02 43.99639(N)    073 19 33.63101(W)     ADJUSTED  
 MZ2658* NAVD 88     -       207.     (meters)     679.     (feet)  VERTCON   
 MZ2658  ___________________________________________________________________
 MZ2658  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 MZ2658  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 MZ2658
 MZ2658  HORZ ORDER  -  SECOND
 MZ2658
 MZ2658.The horizontal coordinates were established by classical geodetic methods
 MZ2658.and adjusted by the National Geodetic Survey in August 1998..
 MZ2658
 MZ2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2658
 MZ2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2658
 MZ2658.The geoid height was determined by GEOID03.
 MZ2658
 MZ2658;                    North         East     Units Scale Factor Converg.
 MZ2658;SPC CT       -   287,191.880   257,111.166   MT  1.00002301   -0 22 54.9
 MZ2658;SPC CT       -   942,228.69    843,538.88   sFT  1.00002301   -0 22 54.9
 MZ2658;SPC MA M     -   867,747.133    48,838.101   MT  0.99996820   -1 13 35.7
 MZ2658;SPC MA M     - 2,846,933.72    160,229.67   sFT  0.99996820   -1 13 35.7
 MZ2658;UTM  18      - 4,656,189.718   638,539.128   MT  0.99983617   +1 07 16.6
 MZ2658
 MZ2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2658!SPC CT       -   0.99997224  x   1.00002301  =   0.99999525
 MZ2658!SPC MA M     -   0.99997224  x   0.99996820  =   0.99994044
 MZ2658!UTM  18      -   0.99997224  x   0.99983617  =   0.99980841
 MZ2658
 MZ2658                          SUPERSEDED SURVEY CONTROL
 MZ2658
 MZ2658  NAD 83(1996)-  42 02 43.99639(N)    073 19 33.63103(W) AD(       ) 2
 MZ2658  NAD 83(1992)-  42 02 43.99762(N)    073 19 33.63191(W) AD(       ) 2
 MZ2658  NAD 83(1992)-  42 02 43.99763(N)    073 19 33.63202(W) AD(       ) 2
 MZ2658  NAD 83(1986)-  42 02 43.99657(N)    073 19 33.63092(W) AD(       ) 2
 MZ2658  NAD 83(1986)-  42 02 43.99756(N)    073 19 33.63849(W) AD(       ) 2
 MZ2658  NGVD 29 (07/14/89)  207.     (m)          679.     (f) VERT ANG       
 MZ2658
 MZ2658.Superseded values are not recommended for survey control.
 MZ2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2658.See file dsdata.txt to determine how the superseded data were derived.
 MZ2658
 MZ2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3853956190(NAD 83)
 MZ2658_MARKER: DR = REFERENCE MARK DISK
 MZ2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2658_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2658+STABILITY: SURFACE MOTION
 MZ2658
 MZ2658  HISTORY     - Date     Condition        Report By
 MZ2658  HISTORY     - 1984     MONUMENTED       NGS
 MZ2658
 MZ2658                          STATION DESCRIPTION
 MZ2658
 MZ2658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 MZ2658'THE STATION IS LOCATED ABOUT 3.0 KM (1.9 MI)
 MZ2658'NORTH OF CANAAN, 60 METERS (200 FT) WEST OF U.S. HIGHWAY 7, 0.2 KM
 MZ2658'(0.1 MI) SOUTH OF MASSACHUSETTS STATE LINE AND IN A TREE LINE.
 MZ2658'OWNERSHIP--MR ROGER TOFFOLON, CONNECTICUT SAND AND GRAVEL INC,
 MZ2658'PLAINVILLE CT 06062, PHONE 203-747-1627.
 MZ2658'
 MZ2658'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY 7 AND
 MZ2658'STATE HIGHWAY 44 IN CANAAN, GO NORTH ON HIGHWAY 7 FOR 1.85 KM (1.15
 MZ2658'MI) TO A FORK LEFT JUST PAST STATE POLICE BARRACKS. BEAR LEFT
 MZ2658'NORTHWEST ON HIGHWAY 7A FOR 0.2 KM (0.1 MI) TO A DIRT ROAD RIGHT.
 MZ2658'TURN RIGHT NORTHEAST ON DIRT ROAD FOR 42 METERS (140 FT) TO THE
 MZ2658'STATION ON THE RIGHT.
 MZ2658'
 MZ2658'THE STATION IS A STANDARD NGS DISK
 MZ2658'STAMPED---CANAAN AIRPORT 1939 NO 3 1984---,
 MZ2658'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MZ2658'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 MZ2658'41.8 METERS (137.0 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 MZ2658'JUNCTION U.S. HIGHWAY 7A AND SIDE ROAD,
 MZ2658'3.8 METERS (12.5 FT) WEST FROM A 45 CM IN DIAMETER PINE TREE,
 MZ2658'2.4 METERS (8.0 FT) NORTHEAST FROM A 45 CM IN DIAMETER PINE TREE AND
 MZ2658'0.8 METERS (2.6 FT) EAST FROM AN ORANGE WITNESS POST.
 MZ2658'
 MZ2658'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 MZ2658'
 MZ2658'AN EDM TIE WAS MADE TO STATION CANAAN AIRPORT 1939.
 MZ2658'
 MZ2658'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3609 ***********************************************************************
 LX3609  DESIGNATION -  CANAAN FIRE TOWER
 LX3609  PID         -  LX3609
 LX3609  STATE/COUNTY-  CT/LITCHFIELD
 LX3609  USGS QUAD   -  SOUTH CANAAN (1969)
 LX3609
 LX3609                         *CURRENT SURVEY CONTROL
 LX3609  ___________________________________________________________________
 LX3609* NAD 83(1996)-  41 56 37.87243(N)    073 16 09.91690(W)     ADJUSTED  
 LX3609* NAVD 88     -       530.     (meters)    1739.     (feet)  SCALED    
 LX3609  ___________________________________________________________________
 LX3609  LAPLACE CORR-          10.62  (seconds)                    DEFLEC99
 LX3609  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX3609
 LX3609  HORZ ORDER  -  THIRD
 LX3609
 LX3609.The horizontal coordinates were established by classical geodetic methods
 LX3609.and adjusted by the National Geodetic Survey in August 1998..
 LX3609
 LX3609.The orthometric height was scaled from a topographic map.
 LX3609
 LX3609.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3609
 LX3609.The geoid height was determined by GEOID03.
 LX3609
 LX3609;                    North         East     Units Scale Factor Converg.
 LX3609;SPC CT       -   275,865.947   261,728.228   MT  1.00000873   -0 20 39.9
 LX3609;SPC CT       -   905,070.19    858,686.69   sFT  1.00000873   -0 20 39.9
 LX3609;UTM  18      - 4,644,990.637   643,450.692   MT  0.99985322   +1 09 24.9
 LX3609
 LX3609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3609!SPC CT       -   0.99992153  x   1.00000873  =   0.99993026
 LX3609!UTM  18      -   0.99992153  x   0.99985322  =   0.99977477
 LX3609
 LX3609:                Primary Azimuth Mark                     Grid Az
 LX3609:SPC CT       -  CUNNINGHAM TOWER                         185 11 03.2
 LX3609:UTM  18      -  CUNNINGHAM TOWER                         183 40 58.4
 LX3609
 LX3609|---------------------------------------------------------------------|
 LX3609| PID    Reference Object                     Distance      Geod. Az  |
 LX3609|                                                           dddmmss.s |
 LX3609| LX3614 CUNNINGHAM TOWER                    APPROX. 7.8 KM 1845023.3 |
 LX3609|---------------------------------------------------------------------|
 LX3609
 LX3609                          SUPERSEDED SURVEY CONTROL
 LX3609
 LX3609  NAD 83(1996)-  41 56 37.87241(N)    073 16 09.91706(W) AD(       ) 3
 LX3609  NAD 83(1992)-  41 56 37.87331(N)    073 16 09.91771(W) AD(       ) 3
 LX3609  NAD 83(1992)-  41 56 37.87382(N)    073 16 09.91819(W) AD(       ) 3
 LX3609  NAD 83(1986)-  41 56 37.87280(N)    073 16 09.91875(W) AD(       ) 3
 LX3609  NAD 83(1986)-  41 56 37.87394(N)    073 16 09.91694(W) AD(       ) 3
 LX3609  NAD 27      -  41 56 37.53437(N)    073 16 11.49418(W) AD(       ) 3
 LX3609
 LX3609.Superseded values are not recommended for survey control.
 LX3609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3609.See file dsdata.txt to determine how the superseded data were derived.
 LX3609
 LX3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4345144991(NAD 83)
 LX3609_MARKER: 57 = LOOKOUT TOWER
 LX3609
 LX3609  HISTORY     - Date     Condition        Report By
 LX3609  HISTORY     - 1984     FIRST OBSERVED   NGS
 LX3609
 LX3609                          STATION DESCRIPTION
 LX3609
 LX3609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3609'THE STATION, CANAAN MOUNTAIN PRIVATE LOOKOUT TOWER IS LOCATED ABOUT
 LX3609'8.8 KM (5.5 MI) SOUTHWEST FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX3609'STATE HIGHWAY 272 IN NORFOLK, 5.6 KM (3.5 MI) SOUTHEAST FROM THE
 LX3609'JUNCTION OF U.S. HIGHWAY 7 AND STATE HIGHWAY 63 IN SOUTH CANAAN
 LX3609'AND 3.5 KM (2.2 MI) NORTH FROM JUNCTION OF STATE HIGHWAYS 43 AND 63.
 LX3609'OWNERSHIP--MR EDWARD C CHILDS, 29 WINDROW ROAD, NORFOLK CT 06058,
 LX3609'PHONE 203-542-5202.
 LX3609'
 LX3609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX3609'HIGHWAY 63 IN SOUTH CANAAN, GO NORTH ON HIGHWAY 7 FOR 1.6 KM (1.0
 LX3609'MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTHEAST ON UNDER MOUNTAIN
 LX3609'ROAD FOR 2.4 KM (1.45 MI) TO BARNES ROAD ON THE RIGHT. CONTINUE
 LX3609'AHEAD FOR 2.5 KM (1.5 MI) TO A PAVED ROAD LEFT. BEAR LEFT, EAST, ON
 LX3609'CANAAN MOUNTAIN ROAD FOR 2.7 KM (1.65 MI) TO A DIRT ROAD RIGHT WITH
 LX3609'A LOCKED GATE (MADE OF PIPE AND PAINTED RED). TURN RIGHT, SOUTH,
 LX3609'FOR 0.3 KM (0.15 MI) TO A FORK. BEAR RIGHT, FOR 1.8 KM (1.1 MI) TO
 LX3609'A FORK. BEAR RIGHT FOR 25 METERS (75 FT) TO A LOCKED GATE (MADE OF
 LX3609'PIPE AND PAINTED BLUE). CONTINUE AHEAD FOR 1.0 KM (0.65 MI) TO A
 LX3609'GREY HOUSE ON THE LEFT. CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A
 LX3609'WOODS ROAD ON THE RIGHT. TURN RIGHT AND GO UPHILL FOR 0.4 KM (0.25
 LX3609'MI) TO A SMALL CLEARING, BEAR LEFT AND CONTINUE UPHILL FOR 0.6 KM
 LX3609'(0.4 MI) TO HIGH GROUND AND STATION.
 LX3609'
 LX3609'THE LANDMARK IS THE TOP CENTER OF THE SLOPING ROOF ATOP THE LOOKOUT
 LX3609'CABIN WHICH IS MOUNTED ON THE FOUR-LEGGED STEEL STRUCTURE. IT IS
 LX3609'PAINTED SILVER, 14 METERS (45.9 FT) HIGH. IT IS IN VERY GOOD
 LX3609'CONDITION BUT THE LOCAL TREES HAVE BLOCKED THE VIEW IN SEVERAL
 LX3609'DIRECTIONS.
 LX3609'20.34 METERS (66.7 FT) NORTH-NORTHEAST FROM THE TRIANGULATION
 LX3609'STATION CANAAN.
 LX3609'
 LX3609'A STEEL TAPE TIE WAS MADE TO THE GROUND LEVEL CENTER TO STATION
 LX3609'CANAAN.
 LX3609'
 LX3609'DESCRIBED BY G. R. HEID, TYPED BY E. D. WEGNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6170 ***********************************************************************
 LX6170  DESIGNATION -  CANDLE
 LX6170  PID         -  LX6170
 LX6170  STATE/COUNTY-  CT/MIDDLESEX
 LX6170  USGS QUAD   -  HADDAM (1971)
 LX6170
 LX6170                         *CURRENT SURVEY CONTROL
 LX6170  ___________________________________________________________________
 LX6170* NAD 83(1996)-  41 28 59.07501(N)    072 36 55.61139(W)     ADJUSTED  
 LX6170* NAVD 88     -       218.6    (meters)     717.     (feet)  VERTCON   
 LX6170  ___________________________________________________________________
 LX6170  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LX6170  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX6170
 LX6170  HORZ ORDER  -  FIRST
 LX6170
 LX6170.The horizontal coordinates were established by classical geodetic methods
 LX6170.and adjusted by the National Geodetic Survey in August 1998..
 LX6170
 LX6170.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6170
 LX6170.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6170
 LX6170.The geoid height was determined by GEOID03.
 LX6170
 LX6170;                    North         East     Units Scale Factor Converg.
 LX6170;SPC CT       -   224,568.255   316,037.953   MT  0.99998353   +0 05 21.2
 LX6170;SPC CT       -   736,771.02  1,036,867.85   sFT  0.99998353   +0 05 21.2
 LX6170;UTM  18      - 4,595,130.340   699,080.299   MT  1.00008776   +1 34 48.2
 LX6170
 LX6170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6170!SPC CT       -   0.99997037  x   0.99998353  =   0.99995390
 LX6170!UTM  18      -   0.99997037  x   1.00008776  =   1.00005813
 LX6170
 LX6170:                Primary Azimuth Mark                     Grid Az
 LX6170:SPC CT       -  BEAR HILL                                024 29 06.4
 LX6170:UTM  18      -  BEAR HILL                                022 59 39.4
 LX6170
 LX6170|---------------------------------------------------------------------|
 LX6170| PID    Reference Object                     Distance      Geod. Az  |
 LX6170|                                                           dddmmss.s |
 LX6170| LX6901 BEAR HILL                           APPROX. 4.8 KM 0243427.6 |
 LX6170| CZ7152 CANDLE RM 2                          20.422 METERS 21835     |
 LX6170| CZ7151 CANDLE RM 1                          21.875 METERS 34613     |
 LX6170| LX6171 HADDAM ATT MICROWAVE                APPROX. 1.5 KM 3511733.0 |
 LX6170|---------------------------------------------------------------------|
 LX6170
 LX6170                          SUPERSEDED SURVEY CONTROL
 LX6170
 LX6170  NAD 83(1992)-  41 28 59.07425(N)    072 36 55.61133(W) AD(       ) 1
 LX6170  NAD 83(1986)-  41 28 59.07625(N)    072 36 55.61367(W) AD(       ) 1
 LX6170  NAD 27      -  41 28 58.71995(N)    072 36 57.28056(W) AD(       ) 1
 LX6170  NGVD 29 (07/19/86)  218.9    (m)          718.     (f) VERT ANG       
 LX6170
 LX6170.Superseded values are not recommended for survey control.
 LX6170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6170.See file dsdata.txt to determine how the superseded data were derived.
 LX6170
 LX6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9908095130(NAD 83)
 LX6170_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6170+STABILITY: SURFACE MOTION
 LX6170
 LX6170  HISTORY     - Date     Condition        Report By
 LX6170  HISTORY     - 1976     MONUMENTED       NGS
 LX6170
 LX6170                          STATION DESCRIPTION
 LX6170
 LX6170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6170'THE STATION IS ABOUT 5 MILES SOUTH OF MIDDLETOWN, 3-1/2 MILES
 LX6170'WEST-SOUTHWEST OF HIGGANUM, 3 MILES NORTHEAST OF DURHAM CENTER,
 LX6170'200 FEET SOUTH OF A LARGE POWER LINE AND IN THE COCKAPONSET
 LX6170'STATE FOREST.
 LX6170'
 LX6170'TO REACH THE STATION FROM THE POST OFFICE IN HIGGANUM, GO NORTH
 LX6170'ON STATE HIGHWAY 81 FOR 0.1 MILE TO THE JUNCTION OF STATE
 LX6170'HIGHWAY 9A.  TURN LEFT AND GO SOUTHWESTERLY ON STATE HIGHWAY
 LX6170'9A FOR ABOUT 100 FEET TO CANDLEWOOD HILL ROAD ON THE LEFT.
 LX6170'TURN LEFT AND GO SOUTHERLY ON CANDLEWOOD HILL ROAD FOR 0.25
 LX6170'MILE TO AN UNDERPASS FOR STATE HIGHWAY 9.  CONTINUE SOUTHERLY
 LX6170'ON CANDLEWOOD HILL ROAD FOR 0.35 MILE TO A FORK, KEEP THE LEFT
 LX6170'FORK AND CONTINUE SOUTHERLY ON CANDLEWOOD HILL ROAD FOR 2.35
 LX6170'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON FOOT
 LX6170'HILL ROAD FOR 2.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 LX6170'EASTERLY ON A PAVED ROAD FOR 0.3 MILE TO A CROSSROAD AND
 LX6170'POWER LINE POLE NUMBER 5 ON THE LEFT.  CCNTINUE EAST AND
 LX6170'SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A LARGE POWER
 LX6170'LINE.  CONTINUE ON THE GRAVELED ROAD, FOLLOWING THE POWER
 LX6170'LINE FOR 0.3 MILE TO POWER LINE POLE NUMBER
 LX6170'1460-4455-1620.  TURN RIGHT AND FOLLOW A DIM TRACK ROAD,
 LX6170'THROUGH THE WOODS, FOR 0.1 MILE TO THE STATION AS
 LX6170'DESCRIBED.
 LX6170'
 LX6170'THE STATION MARK, STAMPED---CANDLE 1976---, IS A STANDARD DISK
 LX6170'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LX6170'IS FLUSH WITH THE GROUND SURFACE.
 LX6170'IT IS 54 FEET SOUTH OF A TRIPLE TRUNKED OAK TREE, 53 FEET SOUTH
 LX6170'OF A 10-INCH TRIANGULAR BLAZED OAK TREE, 19 FEET WEST OF AN
 LX6170'8-INCH OAK TREE AND 14 FEET NORTH OF A TWIN TRUNKED TREE WITH A
 LX6170'WITNESS SIGN ATTACHED.
 LX6170'
 LX6170'REFERENCE MARK 1, STAMPED---CANDLE NO 1 1976---, IS A STANDARD
 LX6170'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 LX6170'BEDROCK WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND
 LX6170'SURFACE.  IT IS 38.5 FEET SOUTH OF A TWIN TRUNKED TREE, 23 FEET
 LX6170'WEST OF THE CENTER OF THE TRACK ROAD AND 20 FEET WEST OF A
 LX6170'TRIPLE TRUNKED TREE.
 LX6170'
 LX6170'REFERENCE MARK 2, STAMPED---CANDLE NO 2 1976---, IS A STANDARD
 LX6170'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 LX6170'BEDROCK WHICH PROJECTS ABOUT 30 INCHES ABOVE THE GROUND
 LX6170'SURFACE.  IT IS 41 FEET SOUTH OF A TRIPLE TRUNKED OAK TREE, 23
 LX6170'FEET WEST OF A TWIN TRUNKED OAK TREE AND 8 FEET EAST OF A
 LX6170'6-INCH BLAZED OAK TREE.
 LX6170'
 LX6170'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6170'NO MEASUREMENT FROM RM 1 TO RM 2 DUE TO TREES ON LINE.
 LX6170'
 LX6170'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.9 METERS.
 LX6170'
 LX6170'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7425 ***********************************************************************
 LX7425  DESIGNATION -  CANOE HILL
 LX7425  PID         -  LX7425
 LX7425  STATE/COUNTY-  CT/FAIRFIELD
 LX7425  USGS QUAD   -  NORWALK NORTH (1975)
 LX7425
 LX7425                         *CURRENT SURVEY CONTROL
 LX7425  ___________________________________________________________________
 LX7425* NAD 83(1996)-  41 09 55.03479(N)    073 28 49.54182(W)     ADJUSTED  
 LX7425* NAVD 88     -       143.5    (meters)     471.     (feet)  VERTCON   
 LX7425  ___________________________________________________________________
 LX7425  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 LX7425  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX7425
 LX7425  HORZ ORDER  -  FIRST
 LX7425
 LX7425.The horizontal coordinates were established by classical geodetic methods
 LX7425.and adjusted by the National Geodetic Survey in August 1998..
 LX7425
 LX7425.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7425
 LX7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7425
 LX7425.The geoid height was determined by GEOID03.
 LX7425
 LX7425;                    North         East     Units Scale Factor Converg.
 LX7425;SPC CT       -   189,525.209   243,500.174   MT  1.00000369   -0 29 03.5
 LX7425;SPC CT       -   621,800.62    798,883.49   sFT  1.00000369   -0 29 03.5
 LX7425;SPC NY E     -   259,402.924   235,559.257   MT  0.99999007   +0 40 16.2
 LX7425;SPC NY E     -   851,057.76    772,830.66   sFT  0.99999007   +0 40 16.2
 LX7425;UTM  18      - 4,558,218.677   627,480.542   MT  0.99980001   +1 00 01.3
 LX7425
 LX7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7425!SPC CT       -   0.99998219  x   1.00000369  =   0.99998588
 LX7425!SPC NY E     -   0.99998219  x   0.99999007  =   0.99997226
 LX7425!UTM  18      -   0.99998219  x   0.99980001  =   0.99978221
 LX7425
 LX7425|---------------------------------------------------------------------|
 LX7425| PID    Reference Object                     Distance      Geod. Az  |
 LX7425|                                                           dddmmss.s |
 LX7425| CR9104 CANOE HILL RM 1                      23.525 METERS 12126     |
 LX7425| CR9105 CANOE HILL RM 2                      25.904 METERS 20022     |
 LX7425|---------------------------------------------------------------------|
 LX7425
 LX7425                          SUPERSEDED SURVEY CONTROL
 LX7425
 LX7425  NAD 83(1992)-  41 09 55.03395(N)    073 28 49.54141(W) AD(       ) 1
 LX7425  NAD 83(1986)-  41 09 55.03600(N)    073 28 49.54252(W) AD(       ) 1
 LX7425  NAD 83(1986)-  41 09 55.03449(N)    073 28 49.54222(W) AD(       ) 1
 LX7425  NGVD 29 (10/23/89)  143.9    (m)          472.     (f) VERT ANG       
 LX7425
 LX7425.Superseded values are not recommended for survey control.
 LX7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7425.See file dsdata.txt to determine how the superseded data were derived.
 LX7425
 LX7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2748158219(NAD 83)
 LX7425_MARKER: DS = TRIANGULATION STATION DISK
 LX7425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7425_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7425+STABILITY: SURFACE MOTION
 LX7425
 LX7425  HISTORY     - Date     Condition        Report By
 LX7425  HISTORY     - 1983     MONUMENTED       NGS
 LX7425
 LX7425                          STATION DESCRIPTION
 LX7425
 LX7425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7425'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF THE
 LX7425'JUNCTION OF STATE HIGHWAYS 123 AND 15 (EXIT 38 OF
 LX7425'THE MERRITT PARKWAY), 2.4 KM (1.5 MI) NORTHEAST OF
 LX7425'NEW CANAAN AND ON CANOE HILL.
 LX7425'OWNERSHIP--MR F G KINGSLEY, 285 CANOE HILL ROAD,
 LX7425'NEW CANAAN CT, PHONE 203-966-1841.
 LX7425'
 LX7425'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7425'123 AND 15 (EXIT 38 OF THE MERRITT PARKWAY), GO
 LX7425'NORTHWEST ON STATE HIGHWAY 123 FOR 2.7 KM (1.7 MI)
 LX7425'TO A CROSS ROAD, HIGHWAY 106.  TURN RIGHT ON HIGHWAY 106
 LX7425'AND GO NORTHEAST FOR 1.4 KM (0.9 MI) TO AN OFFSET
 LX7425'CROSSROAD.  TURN SHARP LEFT, WEST, ON CANOE HILL ROAD FOR
 LX7425'0.5 KM (0.3 MI) TO A FORK, BUSHY RIDGE ROAD TO THE
 LX7425'LEFT, KEEP RIGHT ON CANOE HILL ROAD FOR 0.5 KM (0.3 MI)
 LX7425'TO A ROAD RIGHT FOLLOWED BY A SLANTED DRIVE RIGHT.
 LX7425'TURN RIGHT ON THE SLANTED DRIVE FOR 0.1 KM (0.05 MI) TO
 LX7425'A DRIVE LEFT.  CONTINUE AHEAD 60 METERS (150 FT) TO A
 LX7425'TRACK ROAD LEFT.  TURN LEFT ON THE TRACK ROAD FOR
 LX7425'30 METERS (100 FT) TO A DIM TRACK ROAD LEFT.  TURN LEFT
 LX7425'AND GO WEST FOR 30 METERS (100 FT) TO THE STATION.
 LX7425'
 LX7425'THE STATION IS A STANDARD NGS DISK
 LX7425'STAMPED---CANOE HILL 1983---,
 LX7425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7425'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX7425'43.6 METERS (143 FT) NORTHWEST FROM THE CENTER OF A TRACK ROAD,
 LX7425'34.7 METERS (114 FT) EAST FROM THE CENTER OF A PAVED DRIVE AND
 LX7425'12.53 METERS (41.1 FT) SOUTHEAST FROM A 1.2 METER DIAMETER WILLOW
 LX7425'TREE.
 LX7425'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7425'STAMPED---CANOE HILL 1983---,
 LX7425'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX7425'
 LX7425'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7425'STAMPED---CANOE HILL NO 1 1983---,
 LX7425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7425'FLUSH WITH GROUND.  IT IS LOCATED
 LX7425'20.1 METERS (66 FT) NORTHWEST FROM THE CENTER OF A TRACK ROAD,
 LX7425'11.89 METERS (39.0 FT) SOUTH-SOUTHEAST FROM AN EVERGREEN TREE AND
 LX7425'6.50 METERS (21.3 FT) NORTH-NORTHEAST FROM A FORKED FRUIT TREE.
 LX7425'MARK IS BELOW STATION 0.6 METER.
 LX7425'
 LX7425'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7425'STAMPED---CANOE HILL NO 2 1983---,
 LX7425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7425'FLUSH WITH GROUND.  IT IS LOCATED
 LX7425'27.60 METERS (90.6 FT) SOUTH-SOUTHWEST FROM A 1.2 METERS DIAMETER
 LX7425'WILLOW TREE,
 LX7425'12.3 METERS (40.5 FT) EAST FROM THE CENTER OF A PAVED DRIVE AND
 LX7425'6.60 METERS (21.7 FT) WEST FROM A FORKED HEMLOCK TREE.
 LX7425'MARK IS LEVEL WITH STATION.
 LX7425'
 LX7425'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7425'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7425'
 LX7425'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2922 ***********************************************************************
 KU2922  DESIGNATION -  CAPTAIN
 KU2922  PID         -  KU2922
 KU2922  STATE/COUNTY-  CT/FAIRFIELD
 KU2922  USGS QUAD   -  BAYVILLE (1975)
 KU2922
 KU2922                         *CURRENT SURVEY CONTROL
 KU2922  ___________________________________________________________________
 KU2922* NAD 83(1996)-  40 58 57.54892(N)    073 37 22.02355(W)     ADJUSTED  
 KU2922* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2922  ___________________________________________________________________
 KU2922  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 KU2922  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU2922
 KU2922  HORZ ORDER  -  THIRD
 KU2922
 KU2922.The horizontal coordinates were established by classical geodetic methods
 KU2922.and adjusted by the National Geodetic Survey in August 1998..
 KU2922.No horizontal observational check was made to the station.
 KU2922
 KU2922.The orthometric height was scaled from a topographic map.
 KU2922
 KU2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2922
 KU2922.The geoid height was determined by GEOID03.
 KU2922
 KU2922;                    North         East     Units Scale Factor Converg.
 KU2922;SPC CT       -   169,354.170   231,348.603   MT  1.00002907   -0 34 43.3
 KU2922;SPC CT       -   555,622.81    759,016.21   sFT  1.00002907   -0 34 43.3
 KU2922;SPC NY L     -    90,681.405   331,745.255   MT  0.99999757   +0 14 48.2
 KU2922;SPC NY L     -   297,510.58  1,088,400.89   sFT  0.99999757   +0 14 48.2
 KU2922;SPC NY E     -   238,991.863   223,817.078   MT  0.99996704   +0 34 31.2
 KU2922;SPC NY E     -   784,092.47    734,306.53   sFT  0.99996704   +0 34 31.2
 KU2922;UTM  18      - 4,537,744.621   615,857.893   MT  0.99976521   +0 54 12.0
 KU2922
 KU2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2922!SPC CT       -   1.00000487  x   1.00002907  =   1.00003394
 KU2922!SPC NY L     -   1.00000487  x   0.99999757  =   1.00000244
 KU2922!SPC NY E     -   1.00000487  x   0.99996704  =   0.99997191
 KU2922!UTM  18      -   1.00000487  x   0.99976521  =   0.99977007
 KU2922
 KU2922|---------------------------------------------------------------------|
 KU2922| PID    Reference Object                     Distance      Geod. Az  |
 KU2922|                                                           dddmmss.s |
 KU2922| CB6660 CAPTAIN RM 1                          6.922 METERS 03853     |
 KU2922| LX3902 STAMFORD HARBOR LIGHTHOUSE          APPROX. 7.6 KM 0625644.2 |
 KU2922| CB6661 CAPTAIN RM 2                         21.992 METERS 25456     |
 KU2922| KU2883 GREAT CAPTAIN IS LH 1882             70.289 METERS 25711     |
 KU2922|---------------------------------------------------------------------|
 KU2922
 KU2922                          SUPERSEDED SURVEY CONTROL
 KU2922
 KU2922  NAD 83(1992)-  40 58 57.54875(N)    073 37 22.02169(W) AD(       ) 3
 KU2922  NAD 83(1986)-  40 58 57.54871(N)    073 37 22.02261(W) AD(       ) 3
 KU2922  NAD 27      -  40 58 57.19846(N)    073 37 23.56707(W) AD(       ) 3
 KU2922
 KU2922.Superseded values are not recommended for survey control.
 KU2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2922.See file dsdata.txt to determine how the superseded data were derived.
 KU2922
 KU2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1585837745(NAD 83)
 KU2922_MARKER: DS = TRIANGULATION STATION DISK
 KU2922_SETTING: 80 = SET IN A BOULDER
 KU2922_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KU2922
 KU2922  HISTORY     - Date     Condition        Report By
 KU2922  HISTORY     - 1967     MONUMENTED       CGS
 KU2922
 KU2922                          STATION DESCRIPTION
 KU2922
 KU2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DJF)
 KU2922'THE STATION IS LOCATED ON THE SE SIDE OF GREAT CAPTAIN ISLAND
 KU2922'WHICH IS ONE MILE OFF THE NORTH SHORE OF LONG ISLAND SOUND IN THE
 KU2922'TOWN OF GREENWICH, CONNECTICUT.  IT IS ON U. S. COAST GUARD
 KU2922'PROPERTY AND IS APPROXIMATELY 250 FEET SE OF GREAT CAPTAIN
 KU2922'LIGTHOUSE WHICH OCCUPIES THE HIGHEST POINT OF LAND.
 KU2922'
 KU2922'THE STATION MARK, A STANDARD TRIANGULATION DISK MARKED CAPTAIN 1967,
 KU2922'IS CEMENTED IN A DRILL HOLE ON A FLAT SURFACE AT THE BASE OF A
 KU2922'PROMINENTLY POINTED ROCK FORMATION WHICH PROJECTS TWO FEET ABOVE
 KU2922'GROUND LEVEL.  IT IS 72.15 FEET SE OF THE NE CORNER OF THE SMALL
 KU2922'BRICK BUILDING ADJACENT TO THE U. S. COAST GUARD GENERATOR
 KU2922'BUILDING.
 KU2922'
 KU2922'REFERENCE MARK NO. 1, A STANDARD DISK MARKED CAPTAIN NO. 1
 KU2922'1967, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A FLAT ROCK
 KU2922'WHICH IS FLUSH WITH THE GROUND.  IT IS 22.71 FEET E OF THE
 KU2922'TRIANGULATION MARK AND 10 FEET N OF THE BLUFFS EDGE.
 KU2922'
 KU2922'REFERENCE MARK NO. 2 IS AT THE BASE OF THE NE CORNER OF THE SMALL
 KU2922'BRICK BUILDING ADJACENT TO THE U. S. COAST GUARD GENERATOR
 KU2922'BUILDING.  NO MARK WAS SET.
 KU2922'
 KU2922'NO AZIMUTH MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3618 ***********************************************************************
 LW3618  DESIGNATION -  CAREY
 LW3618  PID         -  LW3618
 LW3618  STATE/COUNTY-  CT/WINDHAM
 LW3618  USGS QUAD   -  PLAINFIELD (1983)
 LW3618
 LW3618                         *CURRENT SURVEY CONTROL
 LW3618  ___________________________________________________________________
 LW3618* NAD 83(1996)-  41 40 38.01675(N)    071 58 15.41460(W)     ADJUSTED  
 LW3618* NAVD 88     -        55.6    (meters)     182.     (feet)  VERTCON   
 LW3618  ___________________________________________________________________
 LW3618  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LW3618  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LW3618
 LW3618  HORZ ORDER  -  SECOND
 LW3618
 LW3618.The horizontal coordinates were established by classical geodetic methods
 LW3618.and adjusted by the National Geodetic Survey in August 1998..
 LW3618
 LW3618.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3618
 LW3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3618
 LW3618.The geoid height was determined by GEOID03.
 LW3618
 LW3618;                    North         East     Units Scale Factor Converg.
 LW3618;SPC CT       -   246,414.927   369,669.002   MT  0.99998627   +0 30 59.6
 LW3618;SPC CT       -   808,446.31  1,212,822.38   sFT  0.99998627   +0 30 59.6
 LW3618;SPC RI       -    66,065.322    60,785.192   MT  1.00001267   -0 18 47.4
 LW3618;SPC RI       -   216,749.31    199,426.08   sFT  1.00001267   -0 18 47.4
 LW3618;UTM  19      - 4,618,205.420   252,700.611   MT  1.00035266   -1 58 35.3
 LW3618;UTM  18      - 4,618,373.979   752,136.359   MT  1.00038239   +2 00 54.6
 LW3618
 LW3618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3618!SPC CT       -   0.99999599  x   0.99998627  =   0.99998226
 LW3618!SPC RI       -   0.99999599  x   1.00001267  =   1.00000866
 LW3618!UTM  19      -   0.99999599  x   1.00035266  =   1.00034865
 LW3618!UTM  18      -   0.99999599  x   1.00038239  =   1.00037838
 LW3618
 LW3618|---------------------------------------------------------------------|
 LW3618| PID    Reference Object                     Distance      Geod. Az  |
 LW3618|                                                           dddmmss.s |
 LW3618| LW3617 CAREY RM 1                           15.979 METERS 05514     |
 LW3618| CB7178 CAREY RM 3 AZIMUTH                                 2284351.7 |
 LW3618| CB7177 CAREY RM 2                           15.487 METERS 23522     |
 LW3618|---------------------------------------------------------------------|
 LW3618
 LW3618                          SUPERSEDED SURVEY CONTROL
 LW3618
 LW3618  NAD 83(1996)-  41 40 38.01594(N)    071 58 15.41416(W) AD(       ) 2
 LW3618  NAD 83(1992)-  41 40 38.01587(N)    071 58 15.41408(W) AD(       ) 2
 LW3618  NAD 83(1992)-  41 40 38.01608(N)    071 58 15.41480(W) AD(       ) 2
 LW3618  NAD 83(1986)-  41 40 38.01637(N)    071 58 15.41452(W) AD(       ) 2
 LW3618  NAD 27      -  41 40 37.66021(N)    071 58 17.14432(W) AD(       ) 2
 LW3618  NGVD 29 (07/19/86)   55.9    (m)          183.     (f) VERT ANG       
 LW3618
 LW3618.Superseded values are not recommended for survey control.
 LW3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3618.See file dsdata.txt to determine how the superseded data were derived.
 LW3618
 LW3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5270118205(NAD 83)
 LW3618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3618+STABILITY: SURFACE MOTION
 LW3618
 LW3618  HISTORY     - Date     Condition        Report By
 LW3618  HISTORY     - 1974     MONUMENTED       NGS
 LW3618  HISTORY     - 19961020 GOOD             USPSQD
 LW3618
 LW3618                          STATION DESCRIPTION
 LW3618
 LW3618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3618'STATION IS ABOUT 3 MILES WEST OF PLAINFIELD, 1-1/2 MILE SOUTH OF
 LW3618'CANTERBURY, ON THE EAST SIDE OF STATE HIGHWAY 169 AND JUST WEST OF
 LW3618'THE CAREY CEMETERY AND ON STATE HIGHWAY RIGHT-OF-WAY.
 LW3618'
 LW3618'TO REACH THE STATION FROM THE POST OFFICE IN CANTERBURY, GO SOUTH
 LW3618'ON STATE HIGHWAY 169 FOR 0.2 MILE TO THE JUNCTION OF STATE
 LW3618'HIGHWAY 14.  CONTINUE SOUTH ON HIGHWAY 169 FOR 1.55 MILES TO THE
 LW3618'CAREY CEMETERY ON THE LEFT AND THE STATION ON THE LEFT.  CONTINUE
 LW3618'SOUTH ON HIGHWAY 169 FOR 0.15 MILE TO BENNETT POND ROAD ON THE
 LW3618'RIGHT AND REFERENCE MARK 3 IN THE TRIANGLE FORMED BY THE
 LW3618'INTERSECTION.
 LW3618'
 LW3618'THE STATION MARKS ARE STANDARD DISKS STAMPED CAREY 1974.  THE
 LW3618'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LW3618'SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 LW3618'CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 26
 LW3618'FEET NORTHEAST OF A 9-INCH MAPLE TREE, 21 FEET SOUTH-SOUTHEAST OF
 LW3618'CENTER OF STATE HIGHWAY 169, 14.5 FEET WEST OF A 6-INCH MAPLE
 LW3618'TREE AND 7.5 FEET NORTH OF THE STONE WALL AROUND THE CEMETERY.
 LW3618'
 LW3618'REFERENCE MARK 1, STAMPED CAREY NO 1 1974, IS A STANDARD DISK SET
 LW3618'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 24
 LW3618'FEET SOUTH OF CENTER OF HIGHWAY 169, 7.3 FEET WEST OF A 10-INCH
 LW3618'MAPLE TREE AND 5 FEET NORTH OF THE STONE WALL.
 LW3618'
 LW3618'REFERENCE MARK 2, STAMPED CAREY NO 2 1974, IS A STANDARD DISK SET
 LW3618'IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 23
 LW3618'FEET WEST OF THE NORTHWEST CORNER OF THE STONE WALL, 19 FEET SOUTH
 LW3618'OF THE CENTER OF HIGHWAY 169 AND 2 FEET EAST OF POWER POLE NUMBER
 LW3618'470.
 LW3618'
 LW3618'REFERENCE MARK 3, STAMPED CAREY NO 3 AZ 1974, IS A STANDARD DISK
 LW3618'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER IN THE CONCRETE
 LW3618'FOUNDATION OF A DRAINAGE BASIN THAT IS FLUSH WITH THE ROAD
 LW3618'SURFACE.  IT IS 53 FEET WEST OF CENTER OF HIGHWAY 169, 42 FEET
 LW3618'SOUTH OF CENTER OF THE NORTH ROAD OF THE TRIANGLE INTERSECTION,
 LW3618'30 FEET NORTHWEST OF POWER POLE NUMBER 475, 14 FEET EAST OF
 LW3618'CENTER OF THE SOUTH ROAD OF THE TRIANGLE INTERSECTION AND 0.5
 LW3618'FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE DRAINAGE BASIN.
 LW3618'
 LW3618'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LW3618
 LW3618                          STATION RECOVERY (1996)
 LW3618
 LW3618'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6890 ***********************************************************************
 LX6890  DESIGNATION -  CARLSON
 LX6890  PID         -  LX6890
 LX6890  STATE/COUNTY-  CT/MIDDLESEX
 LX6890  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6890
 LX6890                         *CURRENT SURVEY CONTROL
 LX6890  ___________________________________________________________________
 LX6890* NAD 83(1996)-  41 30 03.22414(N)    072 32 14.80688(W)     ADJUSTED  
 LX6890* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX6890  ___________________________________________________________________
 LX6890  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6890  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6890
 LX6890  HORZ ORDER  -  THIRD
 LX6890
 LX6890.The horizontal coordinates were established by classical geodetic methods
 LX6890.and adjusted by the National Geodetic Survey in August 1998..
 LX6890
 LX6890.The orthometric height was scaled from a topographic map.
 LX6890
 LX6890.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6890
 LX6890.The geoid height was determined by GEOID03.
 LX6890
 LX6890;                    North         East     Units Scale Factor Converg.
 LX6890;SPC CT       -   226,560.362   322,547.466   MT  0.99998330   +0 08 27.4
 LX6890;SPC CT       -   743,306.79  1,058,224.48   sFT  0.99998330   +0 08 27.4
 LX6890;UTM  18      - 4,597,291.422   705,536.545   MT  1.00011991   +1 37 56.4
 LX6890
 LX6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6890!SPC CT       -   1.00000441  x   0.99998330  =   0.99998771
 LX6890!UTM  18      -   1.00000441  x   1.00011991  =   1.00012432
 LX6890
 LX6890|---------------------------------------------------------------------|
 LX6890| PID    Reference Object                     Distance      Geod. Az  |
 LX6890|                                                           dddmmss.s |
 LX6890| CZ7153 CARLSON RM 1                          8.330 METERS 04324     |
 LX6890| CZ7155 CARLSON WM 2                          9.160 METERS 05123     |
 LX6890| CZ7156 CARLSON WM 3                         43.150 METERS 06602     |
 LX6890| CZ7157 CARLSON WM 4                         21.550 METERS 09624     |
 LX6890| LX6134 DARLEYS CHIMNEY                     445.575 METERS 2240551.2 |
 LX6890| LX6133 DARLEYS BARN CUPOLA                 APPROX. 0.5 KM 2323740.4 |
 LX6890| LX6131 HIGGANUM ST PETERS RC CHURCH        APPROX. 1.1 KM 2550222.5 |
 LX6890| LX6114 HIGGANUM METHODIST CHURCH           APPROX. 2.2 KM 2625513.2 |
 LX6890| LX6865 DOYLES TOWER                        APPROX. 1.6 KM 2753557.8 |
 LX6890| LX6885 BROWN                               APPROX. 1.2 KM 3172408.6 |
 LX6890| CZ7154 CARLSON WM 1                         21.140 METERS 32639     |
 LX6890|---------------------------------------------------------------------|
 LX6890
 LX6890                          SUPERSEDED SURVEY CONTROL
 LX6890
 LX6890  NAD 83(1992)-  41 30 03.22340(N)    072 32 14.80677(W) AD(       ) 3
 LX6890  NAD 83(1986)-  41 30 03.22530(N)    072 32 14.80924(W) AD(       ) 3
 LX6890  NAD 27      -  41 30 02.86400(N)    072 32 16.49800(W) AD(       ) 3
 LX6890
 LX6890.Superseded values are not recommended for survey control.
 LX6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6890.See file dsdata.txt to determine how the superseded data were derived.
 LX6890
 LX6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0553797291(NAD 83)
 LX6890_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6890+STABILITY: SURFACE MOTION
 LX6890
 LX6890  HISTORY     - Date     Condition        Report By
 LX6890  HISTORY     - 1934     MONUMENTED       CGS
 LX6890  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6890
 LX6890                          STATION DESCRIPTION
 LX6890
 LX6890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6890'THIS STATION IS ON THE MEADOW LAND BELONGING TO THE ESTATE OF
 LX6890'JOHN CARLSON.  IT IS ABOUT 450 YARDS SE OF THE SE END OF THE
 LX6890'CLARKHURST GOLF COURSE.  FORTY-EIGHT METERS ESE OF THE STATION IS
 LX6890'A BREAK IN THE RIVER BANK MARKING THE MOUTH OF AN OLD CREEK
 LX6890'BED.  THE STATION IS 2.2 METERS NE OF THE 6-FOOT BANK OF THE
 LX6890'RIVER.  RIVER BANK SHOWS MUCH CUTTING BY FRESHETS.  A FRINGE OF
 LX6890'ALDERS MARKS THE TOE OF THE BANK SLOPE.
 LX6890'
 LX6890'SURFACE, UNDERGROUND AND REFERENCE MARK NO.1 ARE STANDARD BRONZE
 LX6890'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX6890'
 LX6890'REFERENCE MARK NO.1 IS 1.25 METERS FROM THE BASE OF A 24-INCH
 LX6890'TREE SHOWING A BLAZE ON ITS WESTERLY SIDE.  IT IS 8.8 METERS FROM
 LX6890'THE RIVER BANK.  IT BEARS N 55 DEG E (MAGNETIC).
 LX6890'
 LX6890'WITNESS MARKS ARE CUT IN TREES AS SHOWN, PROBABLY BY THE ARMY
 LX6890'ENGINEERS.  ENGINEERS STATION IN THIS VICINITY WAS NOT RECOVERED.
 LX6890'
 LX6890'HEIGHT OF SIGNAL ABOVE STATION MARK - 4 METERS.
 LX6890
 LX6890                          STATION RECOVERY (1948)
 LX6890
 LX6890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6890'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  U.S. ENGINEERS
 LX6890'STATION WAS ALSO RECOVERED.  IT IS AN UNMARKED PLUG IN A 6-INCH
 LX6890'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT BEARS W OF
 LX6890'REFERENCE MARK 1 AND WITNESS MARK 2 AND IS APPROXIMATELY 7 FEET
 LX6890'DISTANT FROM REFERENCE MARK 1.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6891 ***********************************************************************
 LX6891  DESIGNATION -  CARLSONS BARN GABLE
 LX6891  PID         -  LX6891
 LX6891  STATE/COUNTY-  CT/MIDDLESEX
 LX6891  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6891
 LX6891                         *CURRENT SURVEY CONTROL
 LX6891  ___________________________________________________________________
 LX6891* NAD 83(1996)-  41 30 03.79017(N)    072 32 13.11161(W)     ADJUSTED  
 LX6891* NAVD 88     -                                                        
 LX6891  ___________________________________________________________________
 LX6891  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX6891  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6891
 LX6891  HORZ ORDER  -  THIRD
 LX6891
 LX6891.The horizontal coordinates were established by classical geodetic methods
 LX6891.and adjusted by the National Geodetic Survey in August 1998..
 LX6891
 LX6891
 LX6891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6891
 LX6891.The geoid height was determined by GEOID03.
 LX6891
 LX6891;                    North         East     Units Scale Factor Converg.
 LX6891;SPC CT       -   226,577.921   322,586.740   MT  0.99998330   +0 08 28.5
 LX6891;SPC CT       -   743,364.40  1,058,353.33   sFT  0.99998330   +0 08 28.5
 LX6891;UTM  18      - 4,597,310.000   705,575.355   MT  1.00012011   +1 37 57.6
 LX6891
 LX6891                          SUPERSEDED SURVEY CONTROL
 LX6891
 LX6891  NAD 83(1992)-  41 30 03.78943(N)    072 32 13.11149(W) AD(       ) 4
 LX6891  NAD 83(1986)-  41 30 03.79129(N)    072 32 13.11388(W) AD(       ) 4
 LX6891  NAD 27      -  41 30 03.43000(N)    072 32 14.80000(W) AD(       ) 3
 LX6891
 LX6891.Superseded values are not recommended for survey control.
 LX6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6891.See file dsdata.txt to determine how the superseded data were derived.
 LX6891
 LX6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0557597310(NAD 83)
 LX6891
 LX6891  HISTORY     - Date     Condition        Report By
 LX6891  HISTORY     - 1934     MONUMENTED       CGS
 LX6891  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6891  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6891
 LX6891                          STATION DESCRIPTION
 LX6891
 LX6891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6891'THIS BARN IS ON THE NW BANK OF THE FIRST CREEK BED ENTERING
 LX6891'THE RIVER BELOW THE CLARKHURST GOLF COURSE.  IT IS A SMALL
 LX6891'UNPAINTED STRUCTURE MEASURING 15 FEET BY 20 FEET.  THE GABLES
 LX6891'FACE NW AND SE.
 LX6891'
 LX6891'CENTER IS THE APEX OF NW GABLE.
 LX6891'
 LX6891'DETERMINED BY ANGLE AND DISTANCE FROM CARLSON AND AS AN
 LX6891'INTERSECTION STATION.
 LX6891
 LX6891                          STATION RECOVERY (1948)
 LX6891
 LX6891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6891'THE BARN IS NO LONGER IN EXISTENCE.  IT IS RECOMMENDED THAT THE
 LX6891'STATION BE CONSIDERED DESTROYED.
 LX6891
 LX6891                          STATION RECOVERY (1997)
 LX6891
 LX6891'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4635 ***********************************************************************
 LX4635  DESIGNATION -  CARPENTER
 LX4635  PID         -  LX4635
 LX4635  STATE/COUNTY-  CT/WINDHAM
 LX4635  USGS QUAD   -  EASTFORD (1983)
 LX4635
 LX4635                         *CURRENT SURVEY CONTROL
 LX4635  ___________________________________________________________________
 LX4635* NAD 83(1996)-  41 55 15.17412(N)    072 02 00.84826(W)     ADJUSTED  
 LX4635* NAVD 88     -       267.7    (meters)     878.     (feet)  VERTCON   
 LX4635  ___________________________________________________________________
 LX4635  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX4635  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX4635
 LX4635  HORZ ORDER  -  FIRST
 LX4635
 LX4635.The horizontal coordinates were established by classical geodetic methods
 LX4635.and adjusted by the National Geodetic Survey in August 1998..
 LX4635
 LX4635.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4635
 LX4635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4635
 LX4635.The geoid height was determined by GEOID03.
 LX4635
 LX4635;                    North         East     Units Scale Factor Converg.
 LX4635;SPC CT       -   273,431.322   364,230.610   MT  1.00000594   +0 28 30.1
 LX4635;SPC CT       -   897,082.60  1,194,979.93   sFT  1.00000594   +0 28 30.1
 LX4635;UTM  18      - 4,645,248.314   745,988.825   MT  1.00034466   +1 58 58.4
 LX4635;UTM  19      - 4,645,443.269   248,443.260   MT  1.00037875   -2 01 40.1
 LX4635
 LX4635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4635!SPC CT       -   0.99996263  x   1.00000594  =   0.99996857
 LX4635!UTM  18      -   0.99996263  x   1.00034466  =   1.00030728
 LX4635!UTM  19      -   0.99996263  x   1.00037875  =   1.00034136
 LX4635
 LX4635|---------------------------------------------------------------------|
 LX4635| PID    Reference Object                     Distance      Geod. Az  |
 LX4635|                                                           dddmmss.s |
 LX4635| CZ7158 CARPENTER RM 1                       17.735 METERS 05641     |
 LX4635| LW3732 WOODSTOCK CONG CHURCH SPIRE         APPROX. 5.8 KM 0580750.2 |
 LX4635| LW3755 WAPPA                               APPROX. 3.9 KM 0733721.7 |
 LX4635| LW3748 POMFRET SCH CUPOLA                  APPROX. 7.1 KM 1242028.1 |
 LX4635| LX4654 ABINGTON RELAY MAST                 APPROX. 4.5 KM 1913909.9 |
 LX4635| CZ7159 CARPENTER RM 2                       14.970 METERS 21428     |
 LX4635|---------------------------------------------------------------------|
 LX4635
 LX4635                          SUPERSEDED SURVEY CONTROL
 LX4635
 LX4635  NAD 83(1996)-  41 55 15.17383(N)    072 02 00.84817(W) AD(       ) 1
 LX4635  NAD 83(1992)-  41 55 15.17378(N)    072 02 00.84777(W) AD(       ) 1
 LX4635  NAD 83(1992)-  41 55 15.17393(N)    072 02 00.84803(W) AD(       ) 1
 LX4635  NAD 83(1986)-  41 55 15.17492(N)    072 02 00.84752(W) AD(       ) 1
 LX4635  NAD 27      -  41 55 14.82367(N)    072 02 02.57773(W) AD(       ) 1
 LX4635  NGVD 29 (07/19/86)  267.9    (m)          879.     (f) VERT ANG       
 LX4635
 LX4635.Superseded values are not recommended for survey control.
 LX4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4635.See file dsdata.txt to determine how the superseded data were derived.
 LX4635
 LX4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4598945248(NAD 83)
 LX4635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4635_SETTING: 80 = SET IN A BOULDER
 LX4635_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX4635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4635+STABILITY: SURFACE MOTION
 LX4635
 LX4635  HISTORY     - Date     Condition        Report By
 LX4635  HISTORY     - 1977     MONUMENTED       NGS
 LX4635  HISTORY     - 20040418 GOOD             GEOCAC
 LX4635
 LX4635                          STATION DESCRIPTION
 LX4635
 LX4635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4635'THE STATION IS ABOUT 3 MILES NORTHEAST OF EASTFORD, 2-3/4
 LX4635'MILES EAST OF KENYONVILLE, 2-1/2 MILES SOUTH OF WEST
 LX4635'WOODSTOCK AND ON PROPERTY OWNED BY MR. HAROLD CARPENTER,
 LX4635'MILLBRIDGE ROAD, EASTFORD, CONNECTICUT, PHONE NUMBER 974-0481.
 LX4635'
 LX4635'TO REACH THE STATION FROM THE POST OFFICE IN EASTFORD, AT
 LX4635'THE JUNCTION OF STATE HIGHWAY 198 AND OLD COLONY ROAD, GO
 LX4635'EAST ON OLD COLONY ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT.
 LX4635'TURN RIGHT AND GO EAST ON SUMMER HILL ROAD FOR 1.3 MILES TO
 LX4635'A SIDE ROAD LEFT, WHERE SUMMER HILL ROAD MAKES A SHARP TURN
 LX4635'TO THE RIGHT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 LX4635'0.6 MILE TO WHERE THE GRAVELED ROAD TURNS TO THE RIGHT AND
 LX4635'A TRACK ROAD GOES TO THE LEFT AND STRAIGHT AHEAD.  TURN RIGHT
 LX4635'AND GO EAST ON THE GRAVELED ROAD FOR 0.4 MILE TO A TRACK
 LX4635'ROAD LEFT.  TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR
 LX4635'0.2 MILE TO THE END OF THE TRACK ROAD.  CONTINUE NORHTERLY
 LX4635'ON A DIM WOODS ROAD FOR 0.2 MILE TO THE STATION.
 LX4635'
 LX4635'STATION MARK, STAMPED---CARPENTER 1977---, IS A STANDARD
 LX4635'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LX4635'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 44.5 FEET WEST OF
 LX4635'A 12-INCH BIRCH TREE, 26.8 FEET EAST OF AN 8-INCH TRIANGLE
 LX4635'BLAZED TREE AND 4.5 FEET EAST-NORTHEAST OF A METAL WITNESS
 LX4635'POST.
 LX4635'
 LX4635'REFERENCE MARK 1, STAMPED---CARPENTER NO 1 1977---, IS A
 LX4635'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 LX4635'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 LX4635'NORTHEAST OF THE 12-INCH BIRCH TREE, 7.2 FEET SOUTH-SOUTHEAST
 LX4635'OF A METAL WITNESS POST AND 6 FEET SOUTH OF AN 8-INCH APPLE
 LX4635'TREE.
 LX4635'
 LX4635'REFERENCE MARK 2, STAMPED---CARPENTER NO 2 1977---, IS A
 LX4635'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 LX4635'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 38 FEET
 LX4635'SOUTH OF THE 8-INCH BIRCH TREE, 9 FEET EAST OF A TWIN
 LX4635'TRUNKED BIRCH TREE AND 3 FEET SOUTHEAST OF A METAL WITNESS
 LX4635'POST.
 LX4635'
 LX4635'THERE WAS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK OR A
 LX4635'LONG REFERENCE MARK.
 LX4635'
 LX4635'HEIGHT OF LIGHT ABOVE STATION MARK WAS 26.1 METERS.
 LX4635'
 LX4635'DESCRIBED BY A.G. THACKER.
 LX4635
 LX4635                          STATION RECOVERY (2004)
 LX4635
 LX4635'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX4635'FOUND STATION AND RM'S 1 AND 2 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4955 ***********************************************************************
 LX4955  DESIGNATION -  CARTER
 LX4955  PID         -  LX4955
 LX4955  STATE/COUNTY-  CT/HARTFORD
 LX4955  USGS QUAD   -  MARLBOROUGH (1984)
 LX4955
 LX4955                         *CURRENT SURVEY CONTROL
 LX4955  ___________________________________________________________________
 LX4955* NAD 83(1996)-  41 37 35.56513(N)    072 27 57.25890(W)     ADJUSTED  
 LX4955* NAVD 88     -       196.6    (meters)     645.     (feet)  VERTCON   
 LX4955  ___________________________________________________________________
 LX4955  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LX4955  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX4955
 LX4955  HORZ ORDER  -  FIRST
 LX4955
 LX4955.The horizontal coordinates were established by classical geodetic methods
 LX4955.and adjusted by the National Geodetic Survey in August 1998..
 LX4955
 LX4955.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4955
 LX4955.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4955
 LX4955.The geoid height was determined by GEOID03.
 LX4955
 LX4955;                    North         East     Units Scale Factor Converg.
 LX4955;SPC CT       -   240,532.546   328,474.787   MT  0.99998445   +0 11 18.1
 LX4955;SPC CT       -   789,147.19  1,077,671.03   sFT  0.99998445   +0 11 18.1
 LX4955;UTM  18      - 4,611,415.472   711,098.533   MT  1.00014842   +1 41 02.2
 LX4955
 LX4955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4955!SPC CT       -   0.99997381  x   0.99998445  =   0.99995827
 LX4955!UTM  18      -   0.99997381  x   1.00014842  =   1.00012223
 LX4955
 LX4955|---------------------------------------------------------------------|
 LX4955| PID    Reference Object                     Distance      Geod. Az  |
 LX4955|                                                           dddmmss.s |
 LX4955| LX4947 CARTER RM 4                         103.540 METERS 14951     |
 LX4955| LX4948 CARTER RM 4 TPT                      96.309 METERS 14953     |
 LX4955| CZ7160 CARTER RM 1                          17.136 METERS 17441     |
 LX4955| LX6892 MESHOMASIC                          APPROX. 6.1 KM 2525414.1 |
 LX4955| CZ7162 CARTER RM 3                          19.784 METERS 33121     |
 LX4955| CZ7161 CARTER RM 2                          19.762 METERS 33121     |
 LX4955|---------------------------------------------------------------------|
 LX4955
 LX4955                          SUPERSEDED SURVEY CONTROL
 LX4955
 LX4955  NAD 83(1996)-  41 37 35.56458(N)    072 27 57.25883(W) AD(       ) 1
 LX4955  NAD 83(1992)-  41 37 35.56458(N)    072 27 57.25880(W) AD(       ) 1
 LX4955  NAD 83(1992)-  41 37 35.56619(N)    072 27 57.26060(W) AD(       ) 1
 LX4955  NAD 83(1986)-  41 37 35.56621(N)    072 27 57.26056(W) AD(       ) 1
 LX4955  NAD 27      -  41 37 35.20512(N)    072 27 58.95713(W) AD(       ) 1
 LX4955  NGVD 29 (07/19/86)  196.9    (m)          646.     (f) VERT ANG       
 LX4955
 LX4955.Superseded values are not recommended for survey control.
 LX4955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4955.See file dsdata.txt to determine how the superseded data were derived.
 LX4955
 LX4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1109911415(NAD 83)
 LX4955_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4955+STABILITY: SURFACE MOTION
 LX4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4955+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2001
 LX4955
 LX4955  HISTORY     - Date     Condition        Report By
 LX4955  HISTORY     - 1976     MONUMENTED       NGS
 LX4955  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4955  HISTORY     - 20010810 GOOD             INDIV
 LX4955  HISTORY     - 20010820 GOOD             INDIV
 LX4955
 LX4955                          STATION DESCRIPTION
 LX4955
 LX4955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX4955'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF GILEAD, 1
 LX4955'MILE NORTH OF THE NORTH EDGE OF THE SALMON RIVER STATE FOREST,
 LX4955'1/2 MILE SOUTHWEST OF MARLBOROUGH AND IS ON PROPERTY OWNED BY
 LX4955'MR. ROBERT FARLEY, ROUTE 66 MARLBOROUGH, CONNECTICUT 06424,
 LX4955'PHONE NUMBER 295-9223.
 LX4955'
 LX4955'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX4955'66, WHICH IS JUST NORTH OF MARLBOROUGH.  GO SOUTHWEST ON STATE
 LX4955'HIGHWAY 66 FOR 0.2 MILE TO THE JUNCTION OF SOUTH MAIN STREET.
 LX4955'CONTINUE SOUTHWEST ON HIGHWAY 66 FOR 0.65 MILE TO A SMALL
 LX4955'POWER LINE CROSSING THE HIGHWAY AND A TRACK SIDE ROAD ON THE
 LX4955'RIGHT, WHICH IS JUST BEFORE REACHING THE TAYLORS RESIDENCE ON
 LX4955'THE RIGHT.  TURN SHARP RIGHT AND GO NORTHWEST ON THE TRACK
 LX4955'ROAD, FOLLOWING THE POWER LINE FOR 0.2 MILE TO A WOODS ROAD ON
 LX4955'THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE WOODS ROAD
 LX4955'FOR 0.05 MILE TO THE TOP OF THE HILL AND THE STATION.
 LX4955'THE STATION MARKS ARE STANDARD DISKS
 LX4955'STAMPED---CARTER 1976---.  THE SURFACE DISK IS SET IN TOP OF A
 LX4955'12-INCH ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 LX4955'ABOVE THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN
 LX4955'AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW
 LX4955'THE GROUND SURFACE.  THEY ARE 24.5 FEET SOUTHEAST OF A
 LX4955'TWIN TRUNK TREE, 13.5 FEET WEST OF A METAL WITNESS POST AND
 LX4955'12 FEET EAST OF A TRIANGULAR BLAZED TREE.
 LX4955'
 LX4955'REFERENCE MARK 1, STAMPED---CARTER NO 1 1976---, IS A STANDARD
 LX4955'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 LX4955'IS ABOUT 3 FEET IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE
 LX4955'THE GROUND SURFACE.  IT IS 14 FEET WEST OF A 6-INCH TRIANGULAR
 LX4955'BLAZED TREE, 7.5 FEET SOUTHEAST OF A METAL WITNESS POST AND
 LX4955'5 FEET SOUTHEAST OF AN 18-INCH TRIANGULAR BLAZED TREE.
 LX4955'
 LX4955'REFERENCEE MARK 2, STAMPED---CARTER NO 2 1976---, IS A STANDARD
 LX4955'DISK CEMENTED IN A 6 FOOT BY 8 FOOT BOULDER AND PROJECTS ABOUT
 LX4955'3 FEET ABOVE THE GROUND SURFACE.  IT IS 41.4 FEET NORTH OF A
 LX4955'TWIN TRUNK TREE, 8 FEET EAST OF A METAL WITNESS POST AND 7 FEET
 LX4955'SOUTH OF A TRIANGULAR BLAZED TREE.
 LX4955'
 LX4955'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 LX4955'
 LX4955'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 30.4 METERS.
 LX4955'
 LX4955'DESCRIBED BY L. D. ACRES.
 LX4955
 LX4955                          STATION RECOVERY (1978)
 LX4955
 LX4955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4955'THE SUBSURFACE STATION MARK AND REFERENCE MARK 1
 LX4955'WERE RECOVERED
 LX4955'IN GOOD CONDITION AS DESCRIBED IN 1976.  THE SURFACE STATION
 LX4955'MARK WAS FOUND BROKEN OFF.  A NEW SURFACE MARK WAS SET HOLDING
 LX4955'THE POSITION OF THE UNDERGROUND DISK.  REFERENCE MARK 2 WAS
 LX4955'FOUND BROKEN OFF.  REFERENCE MARK 3 WAS CEMENTED IN THE
 LX4955'DRILL HOLE THAT REFERENCE MARK 2 WAS PREVIOUSLY SET IN.
 LX4955'THE HORIZONTAL DISTANCE AND DIRECTIONS TO REFERENCE MARK 1
 LX4955'COMPARED FAVORABLY WITH THE 1976 DATA.  REFERENCE MARK
 LX4955'4 WAS ESTABLISHED AT THIS TIME.
 LX4955'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX4955'
 LX4955'THE STATION IS LOCATED 4-1/2 MILES SOUTHWEST OF GILEAD, 1
 LX4955'MILE NORTH OF THE NORTH EDGE OF THE SALMON RIVER STATE FOREST,
 LX4955'1/2 MILE SOUTHWEST OF MARLBOROUGH AND IS ON PROPERTY OWNED BY
 LX4955'MR. ROBERT FARLEY WHOSE ADDRESS IS ROUTE 66 MARLBOROUGH,
 LX4955'CONNECTICUT 06424 AND TELEPHONE NUMBER IS 295-9223.
 LX4955'
 LX4955'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX4955'66, WHICH IS JUST NORTH OF MARLBOROUGH.  GO SOUTHWEST ON STATE
 LX4955'HIGHWAY 66 FOR 0.2 MILE TO THE JUNCTION OF SOUTH MAIN STREET.
 LX4955'CONTINUE SOUTHWEST ON STATE HIGHWAY 66 FOR 0.65 MILE TO A
 LX4955'POWER LINE CROSSING THE HIGHWAY AND A TRACK SIDE ROAD ON THE
 LX4955'RIGHT, WHICH IS JUST BEFORE REACHING THE TAYLORS
 LX4955'RESIDENCE ON THE RIGHT.  TURN
 LX4955'SHARP RIGHT AND GO NORTHWEST ON THE TRACK ROAD
 LX4955'FOLLOWING THE POWER LINE FOR 0.2 MILE TO A WOODS ROAD ON THE
 LX4955'RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE WOODS ROAD FOR
 LX4955'0.05 MILE TO THE TOP OF THE HILL AND THE STATION.  FROM HERE
 LX4955'GO SOUTH-SOUTHEAST THROUGH DENSE WOODS FOR 100 METERS
 LX4955'TO REFERENCE MARK 4.
 LX4955'
 LX4955'THE STATION MARK, STAMPED---CARTER 1976 1978---, IS A STANDARD
 LX4955'DISK SET IN THE TOP OF A 12-INCH
 LX4955'CYLINDRICAL CONCRETE MONUMENT
 LX4955'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE AND HAS
 LX4955'A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS 50.2 FEET
 LX4955'NORTH-NORTHEAST OF A METAL WITNESS POST, 24.6 FEET
 LX4955'SOUTH-SOUTHEAST OF A TWIN TRUNKED OAK TREE AND 12.4 FEET
 LX4955'WEST OF A 16-INCH OAK TREE.  THE UNDERGROUND MARK
 LX4955'STAMPED---CARTER 1976---, IS A STANDARD DISK SET IN THE TOP
 LX4955'OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 LX4955'48 INCHES BELOW THE GROUND SURFACE.
 LX4955'
 LX4955'REFERENCE MARK 1, STAMPED---CARTER NO 1 1976---, IS A STANDARD
 LX4955'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 LX4955'ABOUT 3 FEET IN DIAMETER AND PROJECTS ABOUT 4 INCHES ABOVE
 LX4955'THE GROUND SURFACE.  IT IS 14 FEET EAST-NORTHEAST OF
 LX4955'AN 8-INCH OAK TREE WITH A TRIANGLE BLAZE, 8.0 FEET
 LX4955'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 5 FEET SOUTHEAST
 LX4955'OF AN 18-INCH OAK TREE WITH A TRIANGLE BLAZE.
 LX4955'
 LX4955'REFERENCE MARK 3, STAMPED---CARTER 1976 NO 3 1978---, IS A
 LX4955'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 FOOT
 LX4955'BY 8 FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 LX4955'SURFACE.  IT IS 41 FEET NORTH OF A TWIN TRUNKED OAK TREE AND
 LX4955'6.8 FEET SOUTH-SOUTHEAST OF A 6-INCH OAK TREE WITH A TRIANGLE
 LX4955'BLAZE.
 LX4955'
 LX4955'REFERENCE MARK 4, STAMPED---CARTER 1976 NO 4 1978---, IS A
 LX4955'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX4955'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 LX4955'GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE
 LX4955'MONUMENT.  IT IS 12 FEET EAST OF A 20-INCH OAK TREE,
 LX4955'5 FEET WEST OF A 16-INCH OAK TREE AND 3 FEET
 LX4955'NORTH-NORTHEAST OF A METAL WITNESS POST.
 LX4955'THE UNDERGROUND MARK
 LX4955'STAMPED---CARTER 1976 NO 4 1978---, IS A STANDARD DISK SET IN
 LX4955'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES
 LX4955'BELOW THE GROUND SURFACE.
 LX4955'
 LX4955'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO
 LX4955'DENSE BRUSH AND TREES ON LINE.
 LX4955'
 LX4955'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 30.2 METERS.
 LX4955'
 LX4955'DESCRIBED R.K. MOORE, TYPED BY J.A. TISDALL.
 LX4955
 LX4955                          STATION RECOVERY (2001)
 LX4955
 LX4955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DMB)
 LX4955'THE REFERENCED TRACK ROAD EXTENDS BEHIND A LOCKED GATE TO A COMMUNITY
 LX4955'WATER SYSTEM.  THE REFERENCED WOOD ROAD IS OVERGROWN AND FAIRLY
 LX4955'OBSCURE - IT BRANCHES OFF THE TRACK ROAD ABOUT 100 FEET EAST OF THE
 LX4955'PUMP HOUSE.  THE TOP OF CARTER HILL IS THICKLY WOODED, BUT THE
 LX4955'MONUMENT LOCATION WAS FOUND TO BE ADEQUATE FOR GPS OBSERVATION.
 LX4955
 LX4955                          STATION RECOVERY (2001)
 LX4955
 LX4955'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (DMB)
 LX4955'RECENTLY DESCRIBED AS SUITABLE FOR GPS OBSERVATIONS - MUST NOW REPORT
 LX4955'THAT THIS IS TRUE DURING LATE AUTUMN TO EARLY SPRING ONLY - FOLIAGE ON
 LX4955'TOP OF HILL IS TOO HEAVY TO ALLOW FOR SUMMERTIME OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4947 ***********************************************************************
 LX4947  DESIGNATION -  CARTER RM 4
 LX4947  PID         -  LX4947
 LX4947  STATE/COUNTY-  CT/HARTFORD
 LX4947  USGS QUAD   -  MARLBOROUGH (1984)
 LX4947
 LX4947                         *CURRENT SURVEY CONTROL
 LX4947  ___________________________________________________________________
 LX4947* NAD 83(1996)-  41 37 32.66288(N)    072 27 55.01287(W)     ADJUSTED  
 LX4947* NAVD 88     -       196.1    (meters)     643.     (feet)  VERTCON   
 LX4947  ___________________________________________________________________
 LX4947  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 LX4947  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX4947
 LX4947  HORZ ORDER  -  SECOND
 LX4947
 LX4947.The horizontal coordinates were established by classical geodetic methods
 LX4947.and adjusted by the National Geodetic Survey in August 1998..
 LX4947
 LX4947.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4947
 LX4947.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4947
 LX4947.The geoid height was determined by GEOID03.
 LX4947
 LX4947;                    North         East     Units Scale Factor Converg.
 LX4947;SPC CT       -   240,443.180   328,527.072   MT  0.99998443   +0 11 19.6
 LX4947;SPC CT       -   788,854.00  1,077,842.57   sFT  0.99998443   +0 11 19.6
 LX4947;UTM  18      - 4,611,327.486   711,153.142   MT  1.00014870   +1 41 03.6
 LX4947
 LX4947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4947!SPC CT       -   0.99997389  x   0.99998443  =   0.99995832
 LX4947!UTM  18      -   0.99997389  x   1.00014870  =   1.00012259
 LX4947
 LX4947                          SUPERSEDED SURVEY CONTROL
 LX4947
 LX4947  NAD 83(1996)-  41 37 32.66233(N)    072 27 55.01280(W) AD(       ) 2
 LX4947  NAD 83(1992)-  41 37 32.66233(N)    072 27 55.01277(W) AD(       ) 2
 LX4947  NAD 83(1992)-  41 37 32.66394(N)    072 27 55.01458(W) AD(       ) 2
 LX4947  NAD 83(1986)-  41 37 32.66395(N)    072 27 55.01453(W) AD(       ) 2
 LX4947  NAD 27      -  41 37 32.30288(N)    072 27 56.71106(W) AD(       ) 2
 LX4947  NGVD 29 (07/19/86)  196.4    (m)          644.     (f) VERT ANG       
 LX4947
 LX4947.Superseded values are not recommended for survey control.
 LX4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4947.See file dsdata.txt to determine how the superseded data were derived.
 LX4947
 LX4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1115311327(NAD 83)
 LX4947_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4947+STABILITY: SURFACE MOTION
 LX4947
 LX4947  HISTORY     - Date     Condition        Report By
 LX4947  HISTORY     - 1978     MONUMENTED       NGS
 LX4947
 LX4947                          STATION DESCRIPTION
 LX4947
 LX4947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4947'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF GILEAD,
 LX4947'1 MILE NORTH OF THE NORTH EDGE OF THE SALMON RIVER STATE
 LX4947'FOREST, 1/2 MILE SOUTHWEST OF MARLBOROUGH AND IS ON PROPERTY
 LX4947'OWNED BY MR. ROBERT FARLEY WHOSE ADDRESS IS ROUTE 66,
 LX4947'MARLBOROUGH, CONNECTICUT 06424 AND TELEPHONE IS 295-9223.
 LX4947'
 LX4947'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX4947'CARTER 1976, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX4947'
 LX4947'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX4947'66, WHICH IS JUST NORTH OF MARLBOROUGH.  GO SOUTHWEST ON STATE
 LX4947'HIGHWAY 66 FOR 0.2 MILE TO THE JUNCTION OF SOUTH MAIN STREET,
 LX4947'CONTINUE SOUTHWEST ON STATE HIGHWAY 66 FOR 0.65 MILE
 LX4947'TO A POWER LINE CROSSING
 LX4947'THE HIGHWAY AND A TRACK SIDE ROAD ON THE RIGHT,
 LX4947'WHICH IS JUST BEFORE REACHING THE TAYLORS RESIDENCE ON THE
 LX4947'RIGHT.  TURN SHARP RIGHT AND GO NORTHEAST ON THE TRACK ROAD
 LX4947'FOLLOWING THE POWER LINE FOR 0.2 MILE TO A WOODS ROAD ON THE
 LX4947'RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE WOODS ROAD FOR
 LX4947'0.05 MILE TO THE TOP OF THE HILL AND TRIANGULATION STATION
 LX4947'CARTER 1976.  FROM HERE GO SOUTH-SOUTHEAST THROUGH
 LX4947'DENSE WOODS FOR 100 METERS TO THE STATION.
 LX4947'
 LX4947'THE STATION MARK, STAMPED---CARTER 1976 NO 4 1978---, IS A
 LX4947'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 LX4947'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 LX4947'THE GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE
 LX4947'MONUMENT.  IT IS 12 FEET EAST OF A 20-INCH OAK TREE, 5 FEET
 LX4947'WEST OF A 16-INCH OAK TREE AND 3 FEET NORTH-NORTHEAST OF
 LX4947'A METAL WITNESS POST.  THE UNDERGROUND DISK,
 LX4947'STAMPED---CARTER 1976 NO 4 1978---, IS A STANDARD REFERENCE
 LX4947'MARK DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 LX4947'ABOUT 36 INCHES BELOW THE GROUND SURFACE.
 LX4947'
 LX4947'HEIGHT OF THE LIGHT ABOVE STATION WAS 1.2 METERS.
 LX4947'
 LX4947'DESCRIBED BY R.K. MOORE, TYPED BY J.A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5767 ***********************************************************************
 LX5767  DESIGNATION -  CASALIS CHIMNEY
 LX5767  PID         -  LX5767
 LX5767  STATE/COUNTY-  CT/NEW LONDON
 LX5767  USGS QUAD   -  HAMBURG (1984)
 LX5767
 LX5767                         *CURRENT SURVEY CONTROL
 LX5767  ___________________________________________________________________
 LX5767* NAD 83(1996)-  41 22 34.42341(N)    072 22 20.61152(W)     ADJUSTED  
 LX5767* NAVD 88     -                                                        
 LX5767  ___________________________________________________________________
 LX5767  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LX5767  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5767
 LX5767  HORZ ORDER  -  THIRD
 LX5767
 LX5767.The horizontal coordinates were established by classical geodetic methods
 LX5767.and adjusted by the National Geodetic Survey in August 1998..
 LX5767
 LX5767
 LX5767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5767
 LX5767.The geoid height was determined by GEOID03.
 LX5767
 LX5767;                    North         East     Units Scale Factor Converg.
 LX5767;SPC CT       -   212,761.964   336,388.866   MT  0.99998690   +0 15 01.4
 LX5767;SPC CT       -   698,036.54  1,103,635.80   sFT  0.99998690   +0 15 01.4
 LX5767;UTM  18      - 4,583,855.125   719,734.341   MT  1.00019424   +1 44 15.2
 LX5767
 LX5767                          SUPERSEDED SURVEY CONTROL
 LX5767
 LX5767  NAD 83(1992)-  41 22 34.42250(N)    072 22 20.61117(W) AD(       ) 4
 LX5767  NAD 83(1986)-  41 22 34.42431(N)    072 22 20.61440(W) AD(       ) 4
 LX5767  NAD 27      -  41 22 34.07100(N)    072 22 22.32300(W) AD(       ) 3
 LX5767
 LX5767.Superseded values are not recommended for survey control.
 LX5767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5767.See file dsdata.txt to determine how the superseded data were derived.
 LX5767
 LX5767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1973483855(NAD 83)
 LX5767
 LX5767  HISTORY     - Date     Condition        Report By
 LX5767  HISTORY     - 1935     MONUMENTED       CGS
 LX5767  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5767
 LX5767                          STATION DESCRIPTION
 LX5767
 LX5767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5767'THIS STATION IS ON THE LARGE 2-STORY WHITE HOUSE AT THE N SIDE
 LX5767'OF THE ENTRANCE TO JOSHUA COVE.  IT IS THE PROPERTY OF I.A. CASALIS.
 LX5767'
 LX5767'THE HOUSE IS GENERALLY RECTANGULAR IN PLAN WITH NO PORCHES
 LX5767'EXCEPT A SMALL SHELTER OVER THE DOOR IN THE MIDDLE OF THE SW
 LX5767'SIDE.  THERE IS A SMALL LEAN-TO WING AT THE E END OF THE NE
 LX5767'SIDE.  THE GABLE ENDS FACE NW AND SE.  THERE ARE TWO RECTANGULAR
 LX5767'RED-BRICK CHIMNEYS AT THE RIDGEPOLE.  THEY ARE SYMMETRICAL
 LX5767'WITH RESPECT TO THE GABLES.  THE LONG DIMENSION OF THE CHIMNEYS
 LX5767'IS CROSS-WISE OF THE HOUSE.
 LX5767'
 LX5767'CENTER IS THE CENTER LINE OF THE CHIMNEY NEARER TO THE NW
 LX5767'GABLE OF THE HOUSE.
 LX5767
 LX5767                          STATION RECOVERY (1969)
 LX5767
 LX5767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5767'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6759 ***********************************************************************
 LX6759  DESIGNATION -  CAVANAUGH
 LX6759  PID         -  LX6759
 LX6759  STATE/COUNTY-  CT/HARTFORD
 LX6759  USGS QUAD   -  GLASTONBURY (1992)
 LX6759
 LX6759                         *CURRENT SURVEY CONTROL
 LX6759  ___________________________________________________________________
 LX6759* NAD 83(1996)-  41 39 27.02426(N)    072 35 51.73347(W)     ADJUSTED  
 LX6759* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 LX6759  ___________________________________________________________________
 LX6759  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LX6759  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX6759
 LX6759  HORZ ORDER  -  THIRD
 LX6759
 LX6759.The horizontal coordinates were established by classical geodetic methods
 LX6759.and adjusted by the National Geodetic Survey in August 1998..
 LX6759
 LX6759.The orthometric height was scaled from a topographic map.
 LX6759
 LX6759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6759
 LX6759.The geoid height was determined by GEOID03.
 LX6759
 LX6759;                    North         East     Units Scale Factor Converg.
 LX6759;SPC CT       -   243,943.466   317,485.714   MT  0.99998547   +0 06 03.5
 LX6759;SPC CT       -   800,337.85  1,041,617.71   sFT  0.99998547   +0 06 03.5
 LX6759;UTM  18      - 4,614,538.768   700,022.662   MT  1.00009237   +1 35 50.2
 LX6759
 LX6759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6759!SPC CT       -   0.99998758  x   0.99998547  =   0.99997305
 LX6759!UTM  18      -   0.99998758  x   1.00009237  =   1.00007995
 LX6759
 LX6759:                Primary Azimuth Mark                     Grid Az
 LX6759:SPC CT       -  GLASTONBURY WILLIAMS CO STACK            000 10 34.0
 LX6759:UTM  18      -  GLASTONBURY WILLIAMS CO STACK            358 40 47.3
 LX6759
 LX6759|---------------------------------------------------------------------|
 LX6759| PID    Reference Object                     Distance      Geod. Az  |
 LX6759|                                                           dddmmss.s |
 LX6759| LX6763 GLASTONBURY WILLIAMS CO STACK       APPROX. 5.2 KM 0001637.5 |
 LX6759| LX6776 GLASTONBURY OLDS GABLE              APPROX. 2.6 KM 0434543.8 |
 LX6759| CZ7168 CAVANAUGH RM 2                       18.030 METERS 13649     |
 LX6759| LX6783 SIMPSON RESET                       APPROX. 3.0 KM 2043708.9 |
 LX6759| LX6963 CROMWELL HUBBARDS OCTAGON BARN      APPROX. 6.8 KM 2194105.7 |
 LX6759| CZ7167 CAVANAUGH RM 1                       18.480 METERS 22255     |
 LX6759| LX7071 ROCKY HILL BELAMOSE SHORT TANK      APPROX. 2.8 KM 2460232.4 |
 LX6759| LX7068 ROCKY HILL BELAMOSE STACK           APPROX. 2.8 KM 2461913.4 |
 LX6759| LX7069 ROCKY HILL BELAMOSE TALL TANK       APPROX. 2.8 KM 2463408.5 |
 LX6759| LX7064 ROCKY HILL STANDPIPE                APPROX. 3.9 KM 2605905.3 |
 LX6759| LX7016 ROCKY HILL VETERANS TANK            APPROX. 4.6 KM 2703823.9 |
 LX6759| LX7032 ROCKY HILL CHUWS SILO               APPROX. 7.8 KM 2761508.7 |
 LX6759| LX7066 ROCKY HILL CATH CH SPIRE            APPROX. 3.9 KM 2833148.3 |
 LX6759| LX7051 ROCKY HILL CONN FOUNDRY TANK        APPROX. 2.8 KM 2853323.6 |
 LX6759| LX7056 ROCKY HILL HALLS CUPOLA             APPROX. 3.0 KM 2880304.5 |
 LX6759| LX7052 PRATT WHITNEY S RED PYLON           APPROX. 2.9 KM 2945226.0 |
 LX6759| LX7040 WETHERSFIELD RIDGE RD SCH CUP       APPROX. 9.3 KM 3051234.2 |
 LX6759| LX7022 WETHERSFIELD SPRING BROOK GAB       APPROX. 5.4 KM 3052520.8 |
 LX6759| LX7013 WETHERSFIELD SCHOOL CUPOLA          APPROX. 8.1 KM 3163450.1 |
 LX6759| LX7055 PRATT WHITNEY S YELLOW PYLON        APPROX. 4.5 KM 3193815.2 |
 LX6759| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX.13.1 KM 3225710.2 |
 LX6759| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 7.6 KM 3233718.8 |
 LX6759| LX7057 PRATT WHITNEY N RED PYLON           APPROX. 5.3 KM 3243814.4 |
 LX6759| LX6770 TWO PIERS CHANNEL R RNG LT          APPROX. 2.0 KM 3352933.0 |
 LX6759| LX6764 S GLASTONBURY REAR RANGE LT         APPROX. 2.1 KM 3380701.9 |
 LX6759| LX6774 S GLASTONBURY CONG CH TOWER         APPROX. 1.2 KM 3390525.3 |
 LX6759| LX6760 S GLASTONBURY EPIS CH TOWER         APPROX. 1.2 KM 3394513.5 |
 LX6759| LX7046 E HARTFORD PRATT WHITNEY STACK      APPROX.10.6 KM 3420322.0 |
 LX6759| LX7050 HARTFORD PRATT WHITNEY TANK         APPROX.10.7 KM 3420500.8 |
 LX6759| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX.10.1 KM 3423434.4 |
 LX6759| LX6625 EAST HARTFORD CONG CH TOWER         APPROX.13.0 KM 3423613.0 |
 LX6759|---------------------------------------------------------------------|
 LX6759
 LX6759                          SUPERSEDED SURVEY CONTROL
 LX6759
 LX6759  NAD 83(1996)-  41 39 27.02358(N)    072 35 51.73351(W) AD(       ) 3
 LX6759  NAD 83(1992)-  41 39 27.02376(N)    072 35 51.73347(W) AD(       ) 3
 LX6759  NAD 83(1992)-  41 39 27.02532(N)    072 35 51.73533(W) AD(       ) 3
 LX6759  NAD 83(1986)-  41 39 27.02556(N)    072 35 51.73520(W) AD(       ) 3
 LX6759  NAD 27      -  41 39 26.65945(N)    072 35 53.41695(W) AD(       ) 3
 LX6759
 LX6759.Superseded values are not recommended for survey control.
 LX6759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6759.See file dsdata.txt to determine how the superseded data were derived.
 LX6759
 LX6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0002314539(NAD 83)
 LX6759_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6759_SETTING: 66 = SET IN ROCK OUTCROP
 LX6759_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6759+STABILITY: POSITION/ELEVATION WELL
 LX6759
 LX6759  HISTORY     - Date     Condition        Report By
 LX6759  HISTORY     - 1935     MONUMENTED       CGS
 LX6759  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6759
 LX6759                          STATION DESCRIPTION
 LX6759
 LX6759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6759'THE STATION IS REACHED FROM THE PORTLAND-GLASTONBURY TOWN LINE GO
 LX6759'NORTHERLY ON ROUTE 15 1.5 MILE, TURN EASTERLY AND GO 0.55 MILE,
 LX6759'TURN RIGHT THROUGH A BARWAY AND GO TO THE TOP OF THE HILL ON THE
 LX6759'PRIVATE ROADWAY.  THE STATION IS ON THE PROPERTY OF JOHN
 LX6759'CAVANAUGH, AND IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN
 LX6759'THE TOP OF THE HIGHEST OF A NUMBER OF OUTCROPPING LEDGES THAT IS
 LX6759'37 METERS WESTERLY OF THE ROADWAY AND ON THE HIGHEST PART OF
 LX6759'THE HILL.  THE LONG AXIS OF THE LEDGE IS N AND S.  THE TOP OF
 LX6759'THE HILL IS HEAVILY WOODED WITH SMALL TIMBER.
 LX6759'
 LX6759'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX6759'OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 LX6759'ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARK NO.1 AND REFERENCE
 LX6759'MARK NO.2 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK AS
 LX6759'DESCRIBED IN NOTES 12A.
 LX6759'
 LX6759'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN OUTCROPPING LEDGE S
 LX6759'55 DEG W OF THE STATION AND IS AT THE NORTHERLY END OF THE LEDGE.
 LX6759'
 LX6759'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LX6759'CONE SHAPED LEDGE S 30 DEG E OF THE STATION AND ABOUT THE SAME
 LX6759'ELEVATION AS THE STATION.
 LX6759'
 LX6759'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6759
 LX6759                          STATION RECOVERY (1948)
 LX6759
 LX6759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6759'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 LX6759'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6896 ***********************************************************************
 LX6896  DESIGNATION -  CAVANAUGHS BARN GABLE
 LX6896  PID         -  LX6896
 LX6896  STATE/COUNTY-  CT/MIDDLESEX
 LX6896  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6896
 LX6896                         *CURRENT SURVEY CONTROL
 LX6896  ___________________________________________________________________
 LX6896* NAD 83(1996)-  41 32 04.86540(N)    072 31 58.74491(W)     ADJUSTED  
 LX6896* NAVD 88     -                                                        
 LX6896  ___________________________________________________________________
 LX6896  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 LX6896  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6896
 LX6896  HORZ ORDER  -  THIRD
 LX6896
 LX6896.The horizontal coordinates were established by classical geodetic methods
 LX6896.and adjusted by the National Geodetic Survey in August 1998..
 LX6896
 LX6896
 LX6896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6896
 LX6896.The geoid height was determined by GEOID03.
 LX6896
 LX6896;                    North         East     Units Scale Factor Converg.
 LX6896;SPC CT       -   230,313.978   322,910.560   MT  0.99998314   +0 08 38.0
 LX6896;SPC CT       -   755,621.78  1,059,415.73   sFT  0.99998314   +0 08 38.0
 LX6896;UTM  18      - 4,601,053.737   705,801.822   MT  1.00012125   +1 38 11.0
 LX6896
 LX6896                          SUPERSEDED SURVEY CONTROL
 LX6896
 LX6896  NAD 83(1992)-  41 32 04.86470(N)    072 31 58.74479(W) AD(       ) 4
 LX6896  NAD 83(1986)-  41 32 04.86647(N)    072 31 58.74707(W) AD(       ) 4
 LX6896  NAD 27      -  41 32 04.50500(N)    072 32 00.43000(W) AD(       ) 3
 LX6896
 LX6896.Superseded values are not recommended for survey control.
 LX6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6896.See file dsdata.txt to determine how the superseded data were derived.
 LX6896
 LX6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0580201054(NAD 83)
 LX6896
 LX6896  HISTORY     - Date     Condition        Report By
 LX6896  HISTORY     - 1935     MONUMENTED       CGS
 LX6896  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6896  HISTORY     - 19971029 GOOD             USPSQD
 LX6896
 LX6896                          STATION DESCRIPTION
 LX6896
 LX6896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6896'THE UPPER BARN ON T.M. CAVANAUGHS FARM IS ON THE E SIDE OF THE
 LX6896'HOG HILL ROAD, ABOUT 0.6 MILE FROM ROUTE 9 AT HURD PARK.
 LX6896'
 LX6896'THE BARN IS RATHER LARGE UNPAINTED BUILDING WITH THE W END
 LX6896'AT THE HIGHWAY LINES.  A MUCH LOWER SHED WING IS ATTACHED TO THE
 LX6896'S SIDE AT THE W END.
 LX6896'
 LX6896'BARN GABLES FACE E AND W.
 LX6896'
 LX6896'CENTER IS APEX OF W GABLE.
 LX6896
 LX6896                          STATION RECOVERY (1948)
 LX6896
 LX6896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6896'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH THE
 LX6896'FOLLOWING EXCEPTION--THE SHED WHICH WAS ATTACHED TO THE S SIDE OF
 LX6896'THE BARN HAS BEEN DESTROYED.
 LX6896
 LX6896                          STATION RECOVERY (1997)
 LX6896
 LX6896'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5917 ***********************************************************************
 LX5917  DESIGNATION -  CAVANAUGHS HOUSE NW COR
 LX5917  PID         -  LX5917
 LX5917  STATE/COUNTY-  CT/MIDDLESEX
 LX5917  USGS QUAD   -  ESSEX (1977)
 LX5917
 LX5917                         *CURRENT SURVEY CONTROL
 LX5917  ___________________________________________________________________
 LX5917* NAD 83(1996)-  41 15 47.94471(N)    072 23 02.49531(W)     ADJUSTED  
 LX5917* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5917  ___________________________________________________________________
 LX5917  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX5917  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5917
 LX5917  HORZ ORDER  -  THIRD
 LX5917
 LX5917.The horizontal coordinates were established by classical geodetic methods
 LX5917.and adjusted by the National Geodetic Survey in August 1998..
 LX5917
 LX5917.The orthometric height was scaled from a topographic map.
 LX5917
 LX5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5917
 LX5917.The geoid height was determined by GEOID03.
 LX5917
 LX5917;                    North         East     Units Scale Factor Converg.
 LX5917;SPC CT       -   200,218.133   335,468.723   MT  0.99999421   +0 14 33.6
 LX5917;SPC CT       -   656,882.32  1,100,616.97   sFT  0.99999421   +0 14 33.6
 LX5917;UTM  18      - 4,571,289.115   719,139.515   MT  1.00019105   +1 43 33.5
 LX5917
 LX5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5917!SPC CT       -   1.00000436  x   0.99999421  =   0.99999857
 LX5917!UTM  18      -   1.00000436  x   1.00019105  =   1.00019542
 LX5917
 LX5917                          SUPERSEDED SURVEY CONTROL
 LX5917
 LX5917  NAD 83(1992)-  41 15 47.94377(N)    072 23 02.49498(W) AD(       ) 4
 LX5917  NAD 83(1986)-  41 15 47.94564(N)    072 23 02.49863(W) AD(       ) 4
 LX5917  NAD 27      -  41 15 47.59000(N)    072 23 04.19000(W) AD(       ) 3
 LX5917
 LX5917.Superseded values are not recommended for survey control.
 LX5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5917.See file dsdata.txt to determine how the superseded data were derived.
 LX5917
 LX5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1914071289(NAD 83)
 LX5917
 LX5917  HISTORY     - Date     Condition        Report By
 LX5917  HISTORY     - 1934     MONUMENTED       CGS
 LX5917  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5917  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LX5917  HISTORY     - 1990     GOOD             USPSQD
 LX5917  HISTORY     - 19970130 GOOD             USPSQD
 LX5917
 LX5917                          STATION DESCRIPTION
 LX5917
 LX5917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5917'THIS STATION IS LOCATED AT THE SE CORNER OF HARTLANDS AND
 LX5917'MOHICAN ROADS IN THE CORNFIELD POINT REALTY SUB-DIVISION.  THE
 LX5917'HOUSE IS TWO STORIES HIGH WITH BROWN WOOD SHINGLED SIDES.  THE
 LX5917'ROOF IS WEATHERED WOOD SHINGLES.
 LX5917'
 LX5917'CENTER IS THE NW CORNER OF THE HOUSE.
 LX5917'
 LX5917'LOCATED BY DISTANCE AND THEODOLITE ANGLE FROM TRIANGULATION
 LX5917'STATION HEARN.
 LX5917
 LX5917                          STATION RECOVERY (1954)
 LX5917
 LX5917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5917'STATION RECOVERED.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LX5917'FOLLOWING EXCEPTION--HOUSE IS NOW GRAY WITH A BLACK ROOF.
 LX5917
 LX5917                          STATION RECOVERY (1984)
 LX5917
 LX5917'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5917'STATION COULD NOT BE PRECISELY IDENTIFIED BECAUSE--
 LX5917'
 LX5917'(1) HOUSE AT INDICATED LOCATION HAS HAD NUMEROUS ALTERATIONS AND
 LX5917'ADDITIONS MAKING VERIFICATION OF ORIGINAL NW CORNER QUESTIONABLE.
 LX5917'
 LX5917'(2) HEARN STATION CITED IN DESCRIPTION HAS BEEN DESTROYED.  (RESET
 LX5917'AS HEARN2).
 LX5917'
 LX5917'(3) TOWN ASSESSORS OFFICE CONFIRMED ALTERATIONS MADE TO HOUSE.
 LX5917
 LX5917                          STATION RECOVERY (1990)
 LX5917
 LX5917'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX5917'RECOVERED IN GOOD CONDITION.
 LX5917
 LX5917                          STATION RECOVERY (1997)
 LX5917
 LX5917'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4897 ***********************************************************************
 LX4897  DESIGNATION -  CAVE HILL
 LX4897  PID         -  LX4897
 LX4897  STATE/COUNTY-  CT/MIDDLESEX
 LX4897  USGS QUAD   -  MOODUS (1984)
 LX4897
 LX4897                         *CURRENT SURVEY CONTROL
 LX4897  ___________________________________________________________________
 LX4897* NAD 83(1996)-  41 30 31.87682(N)    072 28 27.67762(W)     ADJUSTED  
 LX4897* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 LX4897  ___________________________________________________________________
 LX4897  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX4897  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX4897
 LX4897  HORZ ORDER  -  THIRD
 LX4897
 LX4897.The horizontal coordinates were established by classical geodetic methods
 LX4897.and adjusted by the National Geodetic Survey in August 1998..
 LX4897
 LX4897.The orthometric height was scaled from a topographic map.
 LX4897
 LX4897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4897
 LX4897.The geoid height was determined by GEOID03.
 LX4897
 LX4897;                    North         East     Units Scale Factor Converg.
 LX4897;SPC CT       -   227,459.187   327,812.360   MT  0.99998323   +0 10 58.0
 LX4897;SPC CT       -   746,255.68  1,075,497.72   sFT  0.99998323   +0 10 58.0
 LX4897;UTM  18      - 4,598,327.141   710,777.045   MT  1.00014676   +1 40 28.0
 LX4897
 LX4897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4897!SPC CT       -   0.99998732  x   0.99998323  =   0.99997055
 LX4897!UTM  18      -   0.99998732  x   1.00014676  =   1.00013408
 LX4897
 LX4897|---------------------------------------------------------------------|
 LX4897| PID    Reference Object                     Distance      Geod. Az  |
 LX4897|                                                           dddmmss.s |
 LX4897| CZ7169 CAVE HILL RM 1                       32.490 METERS 01723     |
 LX4897| LX4895 BANNER LODGE GABLE                  APPROX. 1.2 KM 0514724.5 |
 LX4897| LX4901 MOODUS BUCKLE SHOP TOWER            APPROX. 3.1 KM 0830706.8 |
 LX4897| CZ7170 CAVE HILL RM 2                       11.440 METERS 09036     |
 LX4897| LX5968 EAST HADDAM FIRE TOWER              APPROX. 7.1 KM 1270236.8 |
 LX4897| LX6077 BINGHAM HOUSE GABLE                 APPROX. 3.6 KM 1550737.3 |
 LX4897| LX6062 JONES                               APPROX. 4.9 KM 1642213.5 |
 LX4897| LX6053 SKINNERS GABLE                      APPROX. 4.5 KM 1643303.8 |
 LX4897| LX6031 PROWSES CHIMNEY                     APPROX. 5.0 KM 1795435.9 |
 LX4897| LX6030 MURATS CHIMNEY                      APPROX. 5.0 KM 1804510.1 |
 LX4897| LX6106 BRAINERDS CHIMNEY                   APPROX. 2.8 KM 2392612.0 |
 LX4897| LX6896 CAVANAUGHS BARN GABLE               APPROX. 5.7 KM 3002356.9 |
 LX4897|---------------------------------------------------------------------|
 LX4897
 LX4897                          SUPERSEDED SURVEY CONTROL
 LX4897
 LX4897  NAD 83(1992)-  41 30 31.87611(N)    072 28 27.67743(W) AD(       ) 3
 LX4897  NAD 83(1986)-  41 30 31.87783(N)    072 28 27.67983(W) AD(       ) 3
 LX4897  NAD 27      -  41 30 31.51700(N)    072 28 29.38300(W) AD(       ) 3
 LX4897
 LX4897.Superseded values are not recommended for survey control.
 LX4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4897.See file dsdata.txt to determine how the superseded data were derived.
 LX4897
 LX4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1077798327(NAD 83)
 LX4897_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4897_SETTING: 66 = SET IN ROCK OUTCROP
 LX4897_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4897_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4897+STABILITY: POSITION/ELEVATION WELL
 LX4897
 LX4897  HISTORY     - Date     Condition        Report By
 LX4897  HISTORY     - 1934     MONUMENTED       CGS
 LX4897  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX4897
 LX4897                          STATION DESCRIPTION
 LX4897
 LX4897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4897'CAVE HILL IS THE PROPERTY OF FRANK DAVISON AND IS LOCATED JUST
 LX4897'BEYOND THE END OF CAVE HILL ROAD OVERLOOKING THE MAIN HIGHWAY
 LX4897'(ROUTE 151).  THE SUMMIT OF CAVE HILL CONSISTS OF TWIN
 LX4897'HUMMOCKS.  THE SOUTHERLY IS EARTH COVERED AND THE NORTHERLY
 LX4897'SHOWS SEVERAL PATCHES OF WHITE LEDGE.  THIS WHITE ROCK IS A
 LX4897'DISTINGUISHING FEATURE OF THE HILL AS IT OUTCROPS IN MANY PLACES
 LX4897'ON THE SLOPES.  CAVE HILL IS WELL KNOWN AS ONE OF THE SOURCES
 LX4897'OF THE SO-CALLED MOODUS NOISES.
 LX4897'
 LX4897'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX4897'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX4897'THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARK NO.1 AND
 LX4897'REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 LX4897'BEDROCK AS DESCRIBED IN NOTES 12A.
 LX4897'
 LX4897'THE STATION IS IN THE LONG WHITE LEDGE ON THE N HUMMOCK.  12 METERS
 LX4897'EASTERLY OF THE STATION THE LEDGE SHOWS A 6-FOOT FACE
 LX4897'TO THE SOUTHWARD.  THIS IS THE HIGHEST PART OF THE HUMMOCK.  THE
 LX4897'STATION IS 4 METERS FROM THE N EDGE AND 1.5 METERS FROM THE S
 LX4897'EDGE OF THE OUTCROPPING.
 LX4897'
 LX4897'REFERENCE MARK NO.1 IS IN OUTCROPPING LEDGE AT THE NORTHERLY
 LX4897'EXTREMITY OF THE HUMMOCK.  IT BEARS N 30 DEG E (MAGNETIC).
 LX4897'
 LX4897'REFERENCE MARK NO.2 IS IN THE HIGHEST PART OF THE SAME LEDGE
 LX4897'AS THE STATION.  IT BEARS S 70 DEG E (MAGNETIC).
 LX4897'
 LX4897'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX4897
 LX4897                          STATION RECOVERY (1971)
 LX4897
 LX4897'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX4897'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX4897'CONDITION.  TO REACH THE STATION FROM THE MOODUS GREEN IN EAST
 LX4897'HADDAM, GO WEST ON ROUTE 149-151 FOR 0.25 MILE TO A FORK.  BEAR
 LX4897'RIGHT ON MOODUS LEESVILLE ROAD FOR 0.65 MILE TO DAVISON ROAD
 LX4897'ON THE RIGHT, GO NORTH FOR 0.45 MILE TO THE END OF THE PAVED
 LX4897'ROAD, AND A 2-1/2 STORY FRAMED HOUSE ON THE LEFT OWNED BY
 LX4897'E. DAVISON.  A DIRT ROAD AT THE END OF THE STATION, 10 MINUTES
 LX4897'WALKING TIME.  THE STATION IS 150 FEET N-30-W OF THE HIGH PART
 LX4897'OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7086 ***********************************************************************
 LX7086  DESIGNATION -  CDOT
 LX7086  PID         -  LX7086
 LX7086  STATE/COUNTY-  CT/HARTFORD
 LX7086  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7086
 LX7086                         *CURRENT SURVEY CONTROL
 LX7086  ___________________________________________________________________
 LX7086* NAD 83(1996)-  41 43 33.74401(N)    072 40 20.11746(W)     ADJUSTED  
 LX7086* NAVD 88     -        35.4    (meters)     116.     (feet)  VERTCON   
 LX7086  ___________________________________________________________________
 LX7086  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LX7086  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7086
 LX7086  HORZ ORDER  -  FIRST
 LX7086
 LX7086.The horizontal coordinates were established by classical geodetic methods
 LX7086.and adjusted by the National Geodetic Survey in August 1998..
 LX7086
 LX7086.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7086
 LX7086.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7086
 LX7086.The geoid height was determined by GEOID03.
 LX7086
 LX7086;                    North         East     Units Scale Factor Converg.
 LX7086;SPC CT       -   251,546.904   311,269.335   MT  0.99998876   +0 03 05.6
 LX7086;SPC CT       -   825,283.47  1,021,222.81   sFT  0.99998876   +0 03 05.6
 LX7086;UTM  18      - 4,621,977.848   693,609.158   MT  1.00006129   +1 32 59.1
 LX7086
 LX7086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7086!SPC CT       -   0.99999905  x   0.99998876  =   0.99998781
 LX7086!UTM  18      -   0.99999905  x   1.00006129  =   1.00006034
 LX7086
 LX7086|---------------------------------------------------------------------|
 LX7086| PID    Reference Object                     Distance      Geod. Az  |
 LX7086|                                                           dddmmss.s |
 LX7086| LX7087 5457                                309.440 METERS 18731     |
 LX7086| LX7120 5461                                APPROX. 1.6 KM 2732238.9 |
 LX7086| LX7089 5458                                242.754 METERS 33221     |
 LX7086|---------------------------------------------------------------------|
 LX7086
 LX7086                          SUPERSEDED SURVEY CONTROL
 LX7086
 LX7086  NAD 83(1996)-  41 43 33.74348(N)    072 40 20.11759(W) AD(       ) 1
 LX7086  NAD 83(1992)-  41 43 33.74365(N)    072 40 20.11774(W) AD(       ) 1
 LX7086  NAD 83(1992)-  41 43 33.74514(N)    072 40 20.11908(W) AD(       ) 1
 LX7086  NAD 83(1986)-  41 43 33.74534(N)    072 40 20.11908(W) AD(       ) 1
 LX7086  NAD 27      -  41 43 33.38165(N)    072 40 21.78196(W) AD(       ) 1
 LX7086  NGVD 29 (07/19/86)   35.7    (m)          117.     (f) VERT ANG       
 LX7086
 LX7086.Superseded values are not recommended for survey control.
 LX7086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7086.See file dsdata.txt to determine how the superseded data were derived.
 LX7086
 LX7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9360921978(NAD 83)
 LX7086_MARKER: Z = SEE DESCRIPTION
 LX7086_SETTING: 0 = UNSPECIFIED SETTING
 LX7086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7086
 LX7086  HISTORY     - Date     Condition        Report By
 LX7086  HISTORY     - 1978     MONUMENTED       NGS
 LX7086
 LX7086                          STATION DESCRIPTION
 LX7086
 LX7086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7086'THE STATION IS LOCATED IN WEATHERSFIELD ON THE ROOF OF THE
 LX7086'DEPARTMENT OF TRANSPORTATION BUILDING, 24 WOLLCOTT HILL
 LX7086'ROAD, WEATHERSFIELD, CONNECTICUT, 06109. PERMISSION WAS
 LX7086'GRANTED BY MR. LYLE WHITTLESEY, PHONE 566-4638.
 LX7086'
 LX7086'TO REACH THE STATION FROM THE POST OFFICE IN WEATHERSFIELD,
 LX7086'GO NORTH FOLLOWING STATE HIGHWAY 99 FOR 0.95 MILE TO A
 LX7086'CROSSROAD (JORDAN LANE).  TURN LEFT AND GO WEST FOLLOWING
 LX7086'JORDAN LANE FOR 0.2 MILE TO A CROSSROAD (WOLLCOTT HILL ROAD).
 LX7086'TURN RIGHT AND GO NORTH FOLLOWING WOLLCOTT HILL ROAD FOR
 LX7086'0.15 MILE TO THE ENTRANCE TO THE CONNECTICUT DEPARTMENT
 LX7086'OF TRANSPORTATION OFFICE BUILDING.  TURN RIGHT FOR 0.1 MILE
 LX7086'TO A PARKING LOT ON THE LEFT AND THE TRANSPORTATION BUILDING.
 LX7086'
 LX7086'THE STATION MARK, STAMPED---CDOT 1978---, IS A STANDARD
 LX7086'DISK EPOXIED TO THE ROOF AND PLACED WITHIN A LINCOLN HAT.
 LX7086'IT IS 34.16 FEET EAST OF THE WEST CORNER OF THE PENTHOUSE,
 LX7086'32.41 FEET NORTH-NORTHEAST OF THE SOUTH CORNER OF THE
 LX7086'PENTHOUSE, 19.25 FEET SOUTH OF THE NORTH CORNER ON THE
 LX7086'PENTHOUSE, AND 15.97 FEET WEST OF THE EAST CORNER OF THE
 LX7086'PENTHOUSE.
 LX7086'
 LX7086'CONNECTICUT GEODETIC SURVEY MARKS 5457 CTGS AND 5458 CTGS
 LX7086'WILL SERVE AS AZIMUTH MARKS FOR THIS STATION.
 LX7086'
 LX7086'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.7 METERS.
 LX7086'
 LX7086'DESCRIBED BY PRESTON C. OSLEY JR.
 LX7086'
 LX7086'CHECKED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3775 ***********************************************************************
 LX3775  DESIGNATION -  CEDAR
 LX3775  PID         -  LX3775
 LX3775  STATE/COUNTY-  CT/FAIRFIELD
 LX3775  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3775
 LX3775                         *CURRENT SURVEY CONTROL
 LX3775  ___________________________________________________________________
 LX3775* NAD 83(1996)-  41 06 10.48752(N)    073 21 12.43127(W)     ADJUSTED  
 LX3775* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3775  ___________________________________________________________________
 LX3775  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 LX3775  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX3775
 LX3775  HORZ ORDER  -  THIRD
 LX3775
 LX3775.The horizontal coordinates were established by classical geodetic methods
 LX3775.and adjusted by the National Geodetic Survey in August 1998..
 LX3775
 LX3775.The orthometric height was scaled from a topographic map.
 LX3775
 LX3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3775
 LX3775.The geoid height was determined by GEOID03.
 LX3775
 LX3775;                    North         East     Units Scale Factor Converg.
 LX3775;SPC CT       -   182,516.015   254,107.865   MT  1.00001123   -0 24 00.5
 LX3775;SPC CT       -   598,804.63    833,685.55   sFT  1.00001123   -0 24 00.5
 LX3775;UTM  18      - 4,551,487.778   638,264.118   MT  0.99983528   +1 04 57.5
 LX3775
 LX3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3775!SPC CT       -   1.00000429  x   1.00001123  =   1.00001552
 LX3775!UTM  18      -   1.00000429  x   0.99983528  =   0.99983957
 LX3775
 LX3775|---------------------------------------------------------------------|
 LX3775| PID    Reference Object                     Distance      Geod. Az  |
 LX3775|                                                           dddmmss.s |
 LX3775| LX3771 CEDAR 2                             100.968 METERS 00750     |
 LX3775| LX3776 CEDAR POINT CANNON BASE SW COR       13.100 METERS 02716     |
 LX3775| CB3798 CEDAR RM 1                            4.425 METERS 17545     |
 LX3775| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 2.8 KM 2382528.2 |
 LX3775| LX0799 JUDY                                APPROX. 2.1 KM 2941025.6 |
 LX3775| LX3778 SAUGATUCK RR BRDGE S TRANSM TR      APPROX. 2.2 KM 3275532.4 |
 LX3775| CB3799 CEDAR RM 2                            8.415 METERS 35748     |
 LX3775|---------------------------------------------------------------------|
 LX3775
 LX3775                          SUPERSEDED SURVEY CONTROL
 LX3775
 LX3775  NAD 83(1992)-  41 06 10.48701(N)    073 21 12.42997(W) AD(       ) 3
 LX3775  NAD 83(1986)-  41 06 10.48796(N)    073 21 12.43377(W) AD(       ) 3
 LX3775  NAD 27      -  41 06 10.14500(N)    073 21 14.00700(W) AD(       ) 3
 LX3775
 LX3775.Superseded values are not recommended for survey control.
 LX3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3775.See file dsdata.txt to determine how the superseded data were derived.
 LX3775
 LX3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3826451488(NAD 83)
 LX3775_MARKER: Z = SEE DESCRIPTION
 LX3775_SETTING: 0 = UNSPECIFIED SETTING
 LX3775
 LX3775  HISTORY     - Date     Condition        Report By
 LX3775  HISTORY     - 1932     MONUMENTED       CGS
 LX3775  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LX3775  HISTORY     - 1960     SEE DESCRIPTION  USGS
 LX3775
 LX3775                          STATION DESCRIPTION
 LX3775
 LX3775'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3775'ABOUT 1-1/4 MILES SE OF THE TOWN OF SAUGATUCK ON A SANDY POINT
 LX3775'LOCALLY KNOWN AS COMPO BEACH.  THIS POINT IS NAMED CEDAR POINT
 LX3775'ON THE CHART.
 LX3775'
 LX3775'REFERENCE MARK IS A STANDARD BRONZE DISK IN A BOULDER AS
 LX3775'DESCRIBED IN NOTE 12C.
 LX3775'
 LX3775'A STONE WALL FORMING AN ARC OF A CIRCLE IS N OF THE STATION.  A
 LX3775'WOODEN FLAGPOLE ABOUT 8 INCHES IN DIAMETER IS N OF THE STATION.  NE
 LX3775'OF THE STATION IS A CONCRETE BASE ON WHICH 2 CANNONS ARE
 LX3775'MOUNTED.  THE SW CORNER OF THIS BASE WAS LOCATED AS A WITNESS
 LX3775'MARK.
 LX3775'
 LX3775'THE STATION MARK IS A STANDARD DISK CEMENTED IN THE TOP OF A
 LX3775'CONCRETE SEA WALL WHICH IS A CONTINUATION OF THE ABOVE MENTIONED
 LX3775'STONE WALL.  REFERENCE MARK NO. 2 WAS PLACED IN THE SAME SEA WALL
 LX3775'WHERE IT JOINS THE STONE WALL.  REFERENCE MARK NO. 1 WAS SET IN A
 LX3775'LARGE FLAT BOULDER S OF THE STATION.
 LX3775
 LX3775                          STATION RECOVERY (1955)
 LX3775
 LX3775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 LX3775'THE STATION AND ALL MARKS RECOVERED IN GOOD CONDTION.  AS THE
 LX3775'REQUEST OF THE MUNICIPAL AUTHORITES WHO INTEND TO CONSTRUCT A
 LX3775'NEW SEAWALL, THE MARKS WERE REMOVED, AND STATION CEDAR 2 WAS
 LX3775'ESTABLISHED.  SEE DESCRIPTION FOR CEDAR 2.
 LX3775
 LX3775                          STATION RECOVERY (1960)
 LX3775
 LX3775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LX3775'STATION HAS BEEN DESTROYED.  THE STUB AND IMPRESSION WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3771 ***********************************************************************
 LX3771  DESIGNATION -  CEDAR 2
 LX3771  PID         -  LX3771
 LX3771  STATE/COUNTY-  CT/FAIRFIELD
 LX3771  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3771
 LX3771                         *CURRENT SURVEY CONTROL
 LX3771  ___________________________________________________________________
 LX3771* NAD 83(1996)-  41 06 13.73002(N)    073 21 11.84190(W)     ADJUSTED  
 LX3771* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3771  ___________________________________________________________________
 LX3771  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LX3771  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX3771
 LX3771  HORZ ORDER  -  THIRD
 LX3771
 LX3771.The horizontal coordinates were established by classical geodetic methods
 LX3771.and adjusted by the National Geodetic Survey in August 1998..
 LX3771.No horizontal observational check was made to the station.
 LX3771
 LX3771.The orthometric height was scaled from a topographic map.
 LX3771
 LX3771.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3771
 LX3771.The geoid height was determined by GEOID03.
 LX3771
 LX3771;                    North         East     Units Scale Factor Converg.
 LX3771;SPC CT       -   182,615.945   254,122.316   MT  1.00001111   -0 24 00.1
 LX3771;SPC CT       -   599,132.48    833,732.97   sFT  1.00001111   -0 24 00.1
 LX3771;UTM  18      - 4,551,588.031   638,275.976   MT  0.99983532   +1 04 57.9
 LX3771
 LX3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3771!SPC CT       -   1.00000429  x   1.00001111  =   1.00001540
 LX3771!UTM  18      -   1.00000429  x   0.99983532  =   0.99983961
 LX3771
 LX3771:                Primary Azimuth Mark                     Grid Az
 LX3771:SPC CT       -  PENFIELD REEF LIGHTHOUSE                 082 44 19.4
 LX3771:UTM  18      -  PENFIELD REEF LIGHTHOUSE                 081 15 21.4
 LX3771
 LX3771|---------------------------------------------------------------------|
 LX3771| PID    Reference Object                     Distance      Geod. Az  |
 LX3771|                                                           dddmmss.s |
 LX3771| LX3723 PENFIELD REEF LIGHTHOUSE            APPROX.11.1 KM 0822019.3 |
 LX3771| LX3775 CEDAR                               100.968 METERS 18750     |
 LX3771| CB3803 CEDAR 2 RM 4                         19.281 METERS 22711     |
 LX3771| CB3802 CEDAR 2 RM 3                         14.613 METERS 35323     |
 LX3771|---------------------------------------------------------------------|
 LX3771
 LX3771                          SUPERSEDED SURVEY CONTROL
 LX3771
 LX3771  NAD 83(1992)-  41 06 13.72952(N)    073 21 11.84060(W) AD(       ) 3
 LX3771  NAD 83(1986)-  41 06 13.73046(N)    073 21 11.84443(W) AD(       ) 3
 LX3771  NAD 27      -  41 06 13.38800(N)    073 21 13.41800(W) AD(       ) 3
 LX3771
 LX3771.Superseded values are not recommended for survey control.
 LX3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3771.See file dsdata.txt to determine how the superseded data were derived.
 LX3771
 LX3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3827651588(NAD 83)
 LX3771_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3771
 LX3771  HISTORY     - Date     Condition        Report By
 LX3771  HISTORY     - 1955     MONUMENTED       CGS
 LX3771  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3771  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX3771  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX3771
 LX3771                          STATION DESCRIPTION
 LX3771
 LX3771'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (JHB)
 LX3771'THE STATION IS LOCATED ABOUT 2-1/4 MI. S OF WESTPORT, 1-1/4 MI. SE
 LX3771'OF SAUGATUCK, AT COMPO BEACH (A MUNICIPAL BATHING BEACH ON CEDAR
 LX3771'POINT), AND IN A GRASSY PLOT INSIDE AN OVAL DRIVEWAY.  IT IS 66
 LX3771'FT. E AND 40 FT. W OF THE CENTER OF THE OVAL DRIVEWAY.  IT IS SET
 LX3771'FLUSH WITH THE GROUND, AND THE DISK IS STAMPED CEDAR 2 1955
 LX3771'(NOTES 1A AND 7A).
 LX3771'
 LX3771'REFERENCE MARK 3 IS 44 FT. E OF THE CENTER OF THE OVAL DRIVEWAY,
 LX3771'AND 3 FT. W OF A THREE-PRONGED ELM TREE.  IT IS SET FLUSH WITH
 LX3771'THE GROUND, AND THE DISK IS STAMPED CEDAR 2 NO 3 1955 (NOTE 11A).
 LX3771'
 LX3771'REFERENCE MARK 4 IS 30 FT. E OF THE CENTER OF THE OVAL DRIVEWAY,
 LX3771'AND 6 FT. N OF A 12-IN. MAPLE TREE.  IT IS SET 1 IN. BELOW THE
 LX3771'GROUND, AND THE DISK IS STAMPED CEDAR 2 NO 4 1955 (NOTE 11A).
 LX3771'
 LX3771'TRIANGULATION STATION PECKS LEDGE LIGHTHOUSE WILL SERVE AS THE
 LX3771'AZIMUTH MARK FOR THIS STATION.
 LX3771'
 LX3771'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET
 LX3771'(U.S. HIGHWAY 1) AND COMPO ROAD AT WESTPORT, FOLLOW COMPO ROAD S
 LX3771'FOR 1.35 MI. TO A T-INTERSECTION, TURN LEFT AND BEAR RIGHT ON
 LX3771'COMPO ROAD UNDER THE RAILROAD UNDERPASS AND GO 1.3 MI. TO THE
 LX3771'MINUTE MAN MONUMENT, TURN RIGHT AND GO 0.55 MI. TO THE ENTRANCE
 LX3771'OF THE COMPO BEACH PARKING AREA, TURN RIGHT AT THIS POINT AND GO
 LX3771'0.25 MI. TO THE STATION ON THE LEFT AS DESCRIBED.
 LX3771
 LX3771                          STATION RECOVERY (1959)
 LX3771
 LX3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3771'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 LX3771'DESCRIBED.  R.M. 3 IS 3 FEET W OF A TWO-PRONGED LOCUST TREE.  ONE
 LX3771'PRONG WAS CUT OFF.  R.M. 4 IS NOW FLUSH WITH GROUND.
 LX3771
 LX3771                          STATION RECOVERY (1965)
 LX3771
 LX3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CHO)
 LX3771'STATION, RM 3 AND RM 4 WERE RECOVERED IN VERY GOOD CONDITION.
 LX3771
 LX3771                          STATION RECOVERY (1969)
 LX3771
 LX3771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CHO)
 LX3771'1/16/69, FOUND THE STATION AREA COVERED WITH 2 IN TO 3 IN OF
 LX3771'DEBRIS.  NOTHING HEAVY.  LIGHT STUFF, BUT COVERING NEARLY ALL OF THE
 LX3771'GRASS AREA ENCLOSED BY THE OVAL ROAD.  DEBRIS WAS MADE BY A BAD
 LX3771'STORM WITH UNUSUALLY HIGH TIDES AND STONG WINDS.  MY OPINION IS
 LX3771'THAT NONE OF THE DISKS HAS BEEN HARMED.  ILL TRY AGAIN, AFTER
 LX3771'THEIR MAINTENANCE MEN CLEAN UP THE MESS.
 LX3771'
 LX3771'DURING THE PAST FEW YEARS, A FEW NEW TREES HAVE BEEN PLANTED IN
 LX3771'THE OVAL AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7029 ***********************************************************************
 LX7029  DESIGNATION -  CEDAR CREST SANITARIUM TANK
 LX7029  PID         -  LX7029
 LX7029  STATE/COUNTY-  CT/HARTFORD
 LX7029  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7029
 LX7029                         *CURRENT SURVEY CONTROL
 LX7029  ___________________________________________________________________
 LX7029* NAD 83(1996)-  41 42 26.57437(N)    072 42 35.04155(W)     ADJUSTED  
 LX7029* NAVD 88     -                                                        
 LX7029  ___________________________________________________________________
 LX7029  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LX7029  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX7029
 LX7029  HORZ ORDER  -  THIRD
 LX7029
 LX7029.The horizontal coordinates were established by classical geodetic methods
 LX7029.and adjusted by the National Geodetic Survey in August 1998..
 LX7029
 LX7029
 LX7029.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7029
 LX7029.The geoid height was determined by GEOID03.
 LX7029
 LX7029;                    North         East     Units Scale Factor Converg.
 LX7029;SPC CT       -   249,472.470   308,151.897   MT  0.99998773   +0 01 36.1
 LX7029;SPC CT       -   818,477.60  1,010,995.02   sFT  0.99998773   +0 01 36.1
 LX7029;UTM  18      - 4,619,822.493   690,546.809   MT  1.00004682   +1 31 27.2
 LX7029
 LX7029                          SUPERSEDED SURVEY CONTROL
 LX7029
 LX7029  NAD 83(1996)-  41 42 26.57378(N)    072 42 35.04180(W) AD(       ) 4
 LX7029  NAD 83(1992)-  41 42 26.57404(N)    072 42 35.04193(W) AD(       ) 4
 LX7029  NAD 83(1992)-  41 42 26.57545(N)    072 42 35.04315(W) AD(       ) 4
 LX7029  NAD 83(1986)-  41 42 26.57571(N)    072 42 35.04319(W) AD(       ) 4
 LX7029  NAD 27      -  41 42 26.21600(N)    072 42 36.70400(W) AD(       ) 3
 LX7029
 LX7029.Superseded values are not recommended for survey control.
 LX7029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7029.See file dsdata.txt to determine how the superseded data were derived.
 LX7029
 LX7029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9054719822(NAD 83)
 LX7029
 LX7029  HISTORY     - Date     Condition        Report By
 LX7029  HISTORY     - 1935     MONUMENTED       CGS
 LX7029  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX7029
 LX7029                          STATION DESCRIPTION
 LX7029
 LX7029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7029'THE CEDAR CREST SANITARIUM IS ON TOP OF THE HILL W OF ROUTE 5
 LX7029'ABOUT 1.7 MILES W OF THE INTERSECTION OF RIDGE ROAD AND ROUTE 5.
 LX7029'
 LX7029'THE TANK IS A CYLINDRICAL STEEL PLATE STRUCTURE WITH A
 LX7029'HEMISPHERICAL BOTTOM AND A CONICAL ROOF.  IT IS SUPPORTED ON
 LX7029'FOUR BUILT-UP STRUCTURAL STEEL COLUMNS.  IT IS PAINTED IN BLACK
 LX7029'AND YELLOW CHECKS AND THE TOWER IS ALUMINUM.  THERE IS A SMALL
 LX7029'RAIL BALCONY AROUND THE BASE OF THE TANK.
 LX7029'
 LX7029'THE STATION IS THE BALL AT THE APEX OF THE TANK.
 LX7029'
 LX7029'THIS IS STATION STATE OF THE METROPOLITAN DISTRICT SURVEY
 LX7029'HARTFORD COUNTY.
 LX7029'
 LX7029'HEIGHT ABOUT 150 FEET.
 LX7029
 LX7029                          STATION RECOVERY (1942)
 LX7029
 LX7029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 LX7029'DESTROYED.
 LX7029'
 LX7029'A NEW TANK HAS BEEN ERECTED, 200 FEET HIGH, ABOUT 50 FEET
 LX7029'WESTERLY FROM THE SITE OF THE TANK MENTIONED IN THE DESCRIPTION
 LX7029'OF 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3800 ***********************************************************************
 LX3800  DESIGNATION -  CEDAR HAMMOCK
 LX3800  PID         -  LX3800
 LX3800  STATE/COUNTY-  CT/FAIRFIELD
 LX3800  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3800
 LX3800                         *CURRENT SURVEY CONTROL
 LX3800  ___________________________________________________________________
 LX3800* NAD 83(1996)-  41 04 09.56940(N)    073 25 04.74630(W)     ADJUSTED  
 LX3800* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3800  ___________________________________________________________________
 LX3800  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 LX3800  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3800
 LX3800  HORZ ORDER  -  THIRD
 LX3800
 LX3800.The horizontal coordinates were established by classical geodetic methods
 LX3800.and adjusted by the National Geodetic Survey in August 1998..
 LX3800
 LX3800.The orthometric height was scaled from a topographic map.
 LX3800
 LX3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3800
 LX3800.The geoid height was determined by GEOID03.
 LX3800
 LX3800;                    North         East     Units Scale Factor Converg.
 LX3800;SPC CT       -   178,825.782   248,658.162   MT  1.00001577   -0 26 34.5
 LX3800;SPC CT       -   586,697.59    815,805.99   sFT  1.00001577   -0 26 34.5
 LX3800;SPC NY L     -   100,400.904   348,916.337   MT  1.00000220   +0 22 50.5
 LX3800;SPC NY L     -   329,398.63  1,144,736.35   sFT  1.00000220   +0 22 50.5
 LX3800;UTM  18      - 4,547,658.498   632,912.718   MT  0.99981742   +1 02 22.2
 LX3800
 LX3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3800!SPC CT       -   1.00000432  x   1.00001577  =   1.00002009
 LX3800!SPC NY L     -   1.00000432  x   1.00000220  =   1.00000652
 LX3800!UTM  18      -   1.00000432  x   0.99981742  =   0.99982173
 LX3800
 LX3800:                Primary Azimuth Mark                     Grid Az
 LX3800:SPC CT       -  BELL ISLAND                              220 35 53.8
 LX3800:SPC NY L     -  BELL ISLAND                              219 46 28.8
 LX3800:UTM  18      -  BELL ISLAND                              219 06 57.1
 LX3800
 LX3800|---------------------------------------------------------------------|
 LX3800| PID    Reference Object                     Distance      Geod. Az  |
 LX3800|                                                           dddmmss.s |
 LX3800| LX3782 BELL ISLAND                         APPROX. 2.0 KM 2200919.3 |
 LX3800|---------------------------------------------------------------------|
 LX3800
 LX3800                          SUPERSEDED SURVEY CONTROL
 LX3800
 LX3800  NAD 83(1992)-  41 04 09.56896(N)    073 25 04.74444(W) AD(       ) 3
 LX3800  NAD 83(1986)-  41 04 09.57010(N)    073 25 04.74715(W) AD(       ) 3
 LX3800  NAD 27      -  41 04 09.22300(N)    073 25 06.32100(W) AD(       ) 3
 LX3800
 LX3800.Superseded values are not recommended for survey control.
 LX3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3800.See file dsdata.txt to determine how the superseded data were derived.
 LX3800
 LX3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3291347658(NAD 83)
 LX3800
 LX3800  HISTORY     - Date     Condition        Report By
 LX3800  HISTORY     - 1932     MONUMENTED       CGS
 LX3800  HISTORY     - 1949     SEE DESCRIPTION  CGS
 LX3800  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3800
 LX3800                          STATION DESCRIPTION
 LX3800
 LX3800'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3800'STATION IS ON S END OF CEDAR HAMMOCK AND SOUTHWESTERLY ON SOUTHERN
 LX3800'TIP.
 LX3800'
 LX3800'STATION IS FLAGPOLE SET IN CONCRETE IN ROCK OUTCROP WHICH HAS
 LX3800'SHEER FACE TOWARD SW AND WATERS EDGE.  ONLY 1 HOUSE IS ON THE
 LX3800'ISLAND AND IS IN NORTHERLY DIRECTION FROM STATION.  REFERENCE MARK
 LX3800'NO. 1 IS STANDARD DISK SET IN ROCK LEDGE.  REFERENCE MARK NO. 2 IS
 LX3800'DRILL HOLE 1 INCH IN ROCK LEDGE.  HOLE IS 1 INCH DEEP AND HAS 3
 LX3800'INCH TRIANGLE CHISELED AROUND IT.
 LX3800
 LX3800                          STATION RECOVERY (1949)
 LX3800
 LX3800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WJC)
 LX3800'THE STATION WAS RECOVERED.
 LX3800'
 LX3800'NEITHER THE FLAGPOLE, WHICH FORMERLY WAS THE STATION, NOR THE
 LX3800'HOUSE MENTIONED IN THE DESCRIPTION WERE FOUND IN EXISTENCE.  THE
 LX3800'2.5-FT. SQUARE BASE WITH A 6-IN.-DIAMETER HOLE IN ITS CENTER, IN
 LX3800'WHICH THE FLAGPOLE RESTED, WAS FOUND.  A BRONZE STATION DISK WAS
 LX3800'SET IN CONCRETE IN THE TOP CENTER OF THE 6-IN.-DIAMETER HOLE IN
 LX3800'MAY 1949.  THE DISK WAS STAMPED CEDAR HAMMOCK 1932 1949.
 LX3800'
 LX3800'THE FIREPLACE, CHIMNEY, AND A FEW FOUNDATION PIECES ARE ALL
 LX3800'THAT REMAIN OF THE HOUSE.
 LX3800'
 LX3800'THE STATION IS ON THE S END OF CEDAR HAMMOCK AND SW ON THE S
 LX3800'TIP, SET IN CONCRETE IN OUTCROPPING ROCK HAVING A SHEER FACE
 LX3800'TOWARD THE SW AND THE WATERS EDGE.
 LX3800'
 LX3800'REFERENCE MARK 1 IS A BRONZE DISK SET IN A ROCK LEDGE.
 LX3800'
 LX3800'REFERENCE MARK 2 IS A DRILL HOLE 1 IN. IN A ROCK LEDGE.  THE
 LX3800'HOLE IS 1 IN. DEEP AND CENTERED INSIDE A 3-IN. CHISELED TRIANGLE.
 LX3800
 LX3800                          STATION RECOVERY (1960)
 LX3800
 LX3800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3800'FOUND STATION AND REFERENCE MARKS IN EXCELLENT CONDITION AS
 LX3800'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7031 ***********************************************************************
 LX7031  DESIGNATION -  CEDAR HILL CEMET MORGANS TOMB
 LX7031  PID         -  LX7031
 LX7031  STATE/COUNTY-  CT/HARTFORD
 LX7031  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7031
 LX7031                         *CURRENT SURVEY CONTROL
 LX7031  ___________________________________________________________________
 LX7031* NAD 83(1996)-  41 43 11.78363(N)    072 42 05.26133(W)     ADJUSTED  
 LX7031* NAVD 88     -                                                        
 LX7031  ___________________________________________________________________
 LX7031  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LX7031  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX7031
 LX7031  HORZ ORDER  -  THIRD
 LX7031
 LX7031.The horizontal coordinates were established by classical geodetic methods
 LX7031.and adjusted by the National Geodetic Survey in August 1998..
 LX7031
 LX7031
 LX7031.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7031
 LX7031.The geoid height was determined by GEOID03.
 LX7031
 LX7031;                    North         East     Units Scale Factor Converg.
 LX7031;SPC CT       -   250,867.610   308,839.601   MT  0.99998841   +0 01 55.9
 LX7031;SPC CT       -   823,054.82  1,013,251.26   sFT  0.99998841   +0 01 55.9
 LX7031;UTM  18      - 4,621,235.216   691,197.852   MT  1.00004987   +1 31 48.4
 LX7031
 LX7031                          SUPERSEDED SURVEY CONTROL
 LX7031
 LX7031  NAD 83(1996)-  41 43 11.78314(N)    072 42 05.26157(W) AD(       ) 4
 LX7031  NAD 83(1992)-  41 43 11.78329(N)    072 42 05.26167(W) AD(       ) 4
 LX7031  NAD 83(1992)-  41 43 11.78474(N)    072 42 05.26297(W) AD(       ) 4
 LX7031  NAD 83(1986)-  41 43 11.78486(N)    072 42 05.26296(W) AD(       ) 4
 LX7031  NAD 27      -  41 43 11.43700(N)    072 42 06.91400(W) AD(       ) 3
 LX7031
 LX7031.Superseded values are not recommended for survey control.
 LX7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7031.See file dsdata.txt to determine how the superseded data were derived.
 LX7031
 LX7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9119821235(NAD 83)
 LX7031
 LX7031  HISTORY     - Date     Condition        Report By
 LX7031  HISTORY     - UNK      MONUMENTED
 LX7031  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7031
 LX7031                          STATION DESCRIPTION
 LX7031
 LX7031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7031'THIS MEMORIAL WAS ERECTED BY THE FAMILY OF E.D. MORGAN.  IT IS A
 LX7031'MASSIVE SQUARE MAUSOLEUM NEAR THE SOUTHERLY, OR JORDAN LANE, SIDE
 LX7031'OF THE CEMETERY.  THE VICINITY IS CALLED SECTION 12 BY THE
 LX7031'CEMETERY AUTHORITIES.
 LX7031'
 LX7031'THE TOMB, INCLUDING THE ROOF, IS BUILT OF GRAY GRANITE.  THE ROOF
 LX7031'SLOPES SLIGHTLY FROM EACH OF THE FOUR SIDES TO A STONE ORNAMENT AT
 LX7031'THE CENTER.
 LX7031'
 LX7031'A LARGE STONE CROSS IN MEMORY OF G.D. MORGAN IS NEXT TO THE
 LX7031'N.  THE HEUBLEIN MEMORIAL IS ALMOST DIRECTLY E.  THE PINK GRANITE
 LX7031'MEMORIAL OF PORTER VALENTINE IS SE.
 LX7031'
 LX7031'THE MORGAN TOMB IS DETERIORATING AND IT IS PROPOSED TO RENOVATE
 LX7031'OR REPLACE IT IN THE NEAR FUTURE.
 LX7031'
 LX7031'IT WAS NOT RE-DETERMINED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7035 ***********************************************************************
 LX7035  DESIGNATION -  CEDAR HILL CEMETERY CHAPEL
 LX7035  PID         -  LX7035
 LX7035  STATE/COUNTY-  CT/HARTFORD
 LX7035  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7035
 LX7035                         *CURRENT SURVEY CONTROL
 LX7035  ___________________________________________________________________
 LX7035* NAD 83(1996)-  41 43 35.71652(N)    072 41 30.17788(W)     ADJUSTED  
 LX7035* NAVD 88     -                                                        
 LX7035  ___________________________________________________________________
 LX7035  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LX7035  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX7035
 LX7035  HORZ ORDER  -  THIRD
 LX7035
 LX7035.The horizontal coordinates were established by classical geodetic methods
 LX7035.and adjusted by the National Geodetic Survey in August 1998..
 LX7035
 LX7035
 LX7035.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7035
 LX7035.The geoid height was determined by GEOID03.
 LX7035
 LX7035;                    North         East     Units Scale Factor Converg.
 LX7035;SPC CT       -   251,606.485   309,650.038   MT  0.99998880   +0 02 19.1
 LX7035;SPC CT       -   825,478.94  1,015,910.17   sFT  0.99998880   +0 02 19.1
 LX7035;UTM  18      - 4,621,995.073   691,988.746   MT  1.00005360   +1 32 12.5
 LX7035
 LX7035                          SUPERSEDED SURVEY CONTROL
 LX7035
 LX7035  NAD 83(1996)-  41 43 35.71603(N)    072 41 30.17810(W) AD(       ) 4
 LX7035  NAD 83(1992)-  41 43 35.71619(N)    072 41 30.17819(W) AD(       ) 4
 LX7035  NAD 83(1992)-  41 43 35.71766(N)    072 41 30.17951(W) AD(       ) 4
 LX7035  NAD 83(1986)-  41 43 35.71790(N)    072 41 30.17946(W) AD(       ) 4
 LX7035  NAD 27      -  41 43 35.35400(N)    072 41 31.84100(W) AD(       ) 3
 LX7035
 LX7035.Superseded values are not recommended for survey control.
 LX7035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7035.See file dsdata.txt to determine how the superseded data were derived.
 LX7035
 LX7035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9198921995(NAD 83)
 LX7035
 LX7035  HISTORY     - Date     Condition        Report By
 LX7035  HISTORY     - UNK      MONUMENTED
 LX7035  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7035
 LX7035                          STATION DESCRIPTION
 LX7035
 LX7035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7035'THIS STATION IS ON THE BURIAL CHAPEL OF CEDAR HILL CEMETERY.  IT IS
 LX7035'LOCATED ON THE WESTERLY SIDE OF MAPLE AVENUE JUST N OF THE
 LX7035'WETHERSFIELD-HARTFORD TOWN LINE.  THE CHAPEL IS THE SECOND
 LX7035'BUILDING S OF THE MAIN ENTRANCE OF THE CEMETERY.  THE SIDE WALLS
 LX7035'ARE GRAY STONE WITH A STEEPLY SLOPING SLATE ROOF.
 LX7035'
 LX7035'THERE IS A STONE CROSS AT THE APEX OF EACH GABLE OF THE
 LX7035'BUILDING.  THAT AT THE WESTERN END IS HIGHER AND MORE
 LX7035'ELABORATE.  THE SUPPORTING STRUCTURE ALSO CONTAINS A BALL.
 LX7035'
 LX7035'THIS POINT WAS NOT RE-DETERMINED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3776 ***********************************************************************
 LX3776  DESIGNATION -  CEDAR POINT CANNON BASE SW COR
 LX3776  PID         -  LX3776
 LX3776  STATE/COUNTY-  CT/FAIRFIELD
 LX3776  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3776
 LX3776                         *CURRENT SURVEY CONTROL
 LX3776  ___________________________________________________________________
 LX3776* NAD 83(1996)-  41 06 10.86501(N)    073 21 12.17413(W)     ADJUSTED  
 LX3776* NAVD 88     -                                                        
 LX3776  ___________________________________________________________________
 LX3776  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 LX3776  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX3776
 LX3776  HORZ ORDER  -  THIRD
 LX3776
 LX3776.The horizontal coordinates were established by classical geodetic methods
 LX3776.and adjusted by the National Geodetic Survey in August 1998..
 LX3776
 LX3776
 LX3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3776
 LX3776.The geoid height was determined by GEOID03.
 LX3776
 LX3776;                    North         East     Units Scale Factor Converg.
 LX3776;SPC CT       -   182,527.618   254,113.947   MT  1.00001121   -0 24 00.3
 LX3776;SPC CT       -   598,842.69    833,705.51   sFT  1.00001121   -0 24 00.3
 LX3776;UTM  18      - 4,551,499.533   638,269.897   MT  0.99983530   +1 04 57.7
 LX3776
 LX3776                          SUPERSEDED SURVEY CONTROL
 LX3776
 LX3776  NAD 83(1992)-  41 06 10.86450(N)    073 21 12.17283(W) AD(       ) 4
 LX3776  NAD 83(1986)-  41 06 10.86545(N)    073 21 12.17663(W) AD(       ) 4
 LX3776  NAD 27      -  41 06 10.52200(N)    073 21 13.75000(W) AD(       ) 3
 LX3776
 LX3776.Superseded values are not recommended for survey control.
 LX3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3776.See file dsdata.txt to determine how the superseded data were derived.
 LX3776
 LX3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3827051500(NAD 83)
 LX3776
 LX3776  HISTORY     - Date     Condition        Report By
 LX3776  HISTORY     - 1932     MONUMENTED       CGS
 LX3776  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LX3776
 LX3776                          STATION DESCRIPTION
 LX3776
 LX3776'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3776'SEE STATION CEDAR
 LX3776
 LX3776                          STATION RECOVERY (1955)
 LX3776
 LX3776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JHB)
 LX3776'APPROXIMATE LOCATION OF STATION RECOVERED.  THE SOUTHWEST CORNER
 LX3776'OF THE BASE IS OF IRREGULAR STONE.  NO OBSERVATIONS OR MEASUREMENTS
 LX3776'MADE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2795 ***********************************************************************
 LX2795  DESIGNATION -  CEMETERY
 LX2795  PID         -  LX2795
 LX2795  STATE/COUNTY-  CT/HARTFORD
 LX2795  USGS QUAD   -  BRISTOL (1984)
 LX2795
 LX2795                         *CURRENT SURVEY CONTROL
 LX2795  ___________________________________________________________________
 LX2795* NAD 83(1986)-  41 40 50.     (N)    072 57 58.     (W)     SCALED    
 LX2795* NAVD 88     -       194.903  (meters)     639.44   (feet)  ADJUSTED  
 LX2795  ___________________________________________________________________
 LX2795  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2795  DYNAMIC HT  -         194.842 (meters)     639.24  (feet)  COMP
 LX2795  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 LX2795
 LX2795  VERT ORDER  -  FIRST     CLASS II
 LX2795
 LX2795.The horizontal coordinates were scaled from a topographic map and have
 LX2795.an estimated accuracy of +/- 6 seconds.
 LX2795
 LX2795.The orthometric height was determined by differential leveling
 LX2795.and adjusted by the National Geodetic Survey in June 1991..
 LX2795
 LX2795.The geoid height was determined by GEOID03.
 LX2795
 LX2795.The dynamic height is computed by dividing the NAVD 88
 LX2795.geopotential number by the normal gravity value computed on the
 LX2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2795.degrees latitude (g = 980.6199 gals.).
 LX2795
 LX2795.The modeled gravity was interpolated from observed gravity values.
 LX2795
 LX2795;                    North         East    Units  Estimated Accuracy
 LX2795;SPC CT       -   246,520.      286,810.      MT  (+/- 180 meters Scaled)
 LX2795
 LX2795                          SUPERSEDED SURVEY CONTROL
 LX2795
 LX2795.No superseded survey control is available for this station.
 LX2795
 LX2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM692163(NAD 83)
 LX2795_MARKER: DS = TRIANGULATION STATION DISK
 LX2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2795_SP_SET: CONCRETE POST
 LX2795_STAMPING: CEMETERY 1981
 LX2795_MARK LOGO: NGS   
 LX2795_PROJECTION: FLUSH
 LX2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2795+STABILITY: SURFACE MOTION
 LX2795
 LX2795  HISTORY     - Date     Condition        Report By
 LX2795  HISTORY     - 1981     MONUMENTED       NGS
 LX2795  HISTORY     - 1985     GOOD             NGS
 LX2795
 LX2795                          STATION DESCRIPTION
 LX2795
 LX2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2795'IN BRISTOL.
 LX2795'IN BRISTOL, 0.2 KM (0.1 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE
 LX2795'INTERSECTION OF BIRD ROAD AND EVERETT STREET TO THE MARK ON THE RIGHT
 LX2795'AND NEAR THE EAST ENTRANCE TO ST. JOSEPH CEMETERY.  8.35 METERS (27.4
 LX2795'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.56 METERS (28.1 FT)
 LX2795'NORTHWEST OF THE WEST BRICK GATE POST AND 1.54 METERS (5.65 FT) NORTH
 LX2795'OF A WROUGHT IRON FENCE.
 LX2795'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7225 ***********************************************************************
 LX7225  DESIGNATION -  CEMETERY
 LX7225  PID         -  LX7225
 LX7225  STATE/COUNTY-  CT/HARTFORD
 LX7225  USGS QUAD   -  BRISTOL (1984)
 LX7225
 LX7225                         *CURRENT SURVEY CONTROL
 LX7225  ___________________________________________________________________
 LX7225* NAD 83(1996)-  41 40 49.86212(N)    072 57 58.47454(W)     ADJUSTED  
 LX7225* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 LX7225  ___________________________________________________________________
 LX7225  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 LX7225  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX7225
 LX7225  HORZ ORDER  -  FIRST
 LX7225
 LX7225.The horizontal coordinates were established by classical geodetic methods
 LX7225.and adjusted by the National Geodetic Survey in August 1998..
 LX7225
 LX7225.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7225
 LX7225.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7225
 LX7225.The geoid height was determined by GEOID03.
 LX7225
 LX7225;                    North         East     Units Scale Factor Converg.
 LX7225;SPC CT       -   246,510.486   286,795.646   MT  0.99998642   -0 08 36.2
 LX7225;SPC CT       -   808,759.82    940,928.72   sFT  0.99998642   -0 08 36.2
 LX7225;UTM  18      - 4,616,303.629   669,274.966   MT  0.99995262   +1 21 09.8
 LX7225
 LX7225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7225!SPC CT       -   0.99997396  x   0.99998642  =   0.99996038
 LX7225!UTM  18      -   0.99997396  x   0.99995262  =   0.99992658
 LX7225
 LX7225:                Primary Azimuth Mark                     Grid Az
 LX7225:SPC CT       -  FARMINGTON TV STA WVIT MAST              078 42 34.7
 LX7225:UTM  18      -  FARMINGTON TV STA WVIT MAST              077 12 48.7
 LX7225
 LX7225|---------------------------------------------------------------------|
 LX7225| PID    Reference Object                     Distance      Geod. Az  |
 LX7225|                                                           dddmmss.s |
 LX7225| LX7133 FARMINGTON TV STA WVIT MAST         APPROX.11.4 KM 0783358.5 |
 LX7225| CZ7171 CEMETERY RM 1                         8.228 METERS 08944     |
 LX7225| CZ7172 CEMETERY RM 2                        11.260 METERS 25518     |
 LX7225|---------------------------------------------------------------------|
 LX7225
 LX7225                          SUPERSEDED SURVEY CONTROL
 LX7225
 LX7225  NAD 83(1996)-  41 40 49.86167(N)    072 57 58.47476(W) AD(       ) 1
 LX7225  NAD 83(1992)-  41 40 49.86176(N)    072 57 58.47484(W) AD(       ) 1
 LX7225  NAD 83(1992)-  41 40 49.86349(N)    072 57 58.47649(W) AD(       ) 1
 LX7225  NAD 83(1986)-  41 40 49.86350(N)    072 57 58.47662(W) AD(       ) 1
 LX7225  NAD 27      -  41 40 49.50935(N)    072 58 00.10017(W) AD(       ) 1
 LX7225  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 LX7225
 LX7225.Superseded values are not recommended for survey control.
 LX7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7225.See file dsdata.txt to determine how the superseded data were derived.
 LX7225
 LX7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6927516304(NAD 83)
 LX7225_MARKER: DS = TRIANGULATION STATION DISK
 LX7225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7225_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7225+STABILITY: SURFACE MOTION
 LX7225
 LX7225  HISTORY     - Date     Condition        Report By
 LX7225  HISTORY     - 1981     MONUMENTED       NGS
 LX7225
 LX7225                          STATION DESCRIPTION
 LX7225
 LX7225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7225'THE STATION IS LOCATED ABOUT 3.6 KM (2.25 MI) EAST OF TERRYVILLE
 LX7225'AND 2 KM (1.25 MI) NORTHWEST OF BRISTOL, NEAR THE ST. JOSEPHS
 LX7225'CEMETERY ON HIGHWAY RIGHT-OF-WAY.
 LX7225'OWNERSHIP---STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7225'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7225'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7225'
 LX7225'TO REACH THE STATION FROM THE TERRYVILLE POST OFFICE.  GO EAST
 LX7225'ON U.S. HIGHWAY 6 FOR 1.8 KM (1.1 MI) TO CLARK AVENUE, AT RAILROAD
 LX7225'TRACK, CONTINUE EAST ON HIGHWAY 6 FOR 1.4 KM (0.9 MI) TO THE EAST
 LX7225'ENTRANCE TO THE CEMETERY ON THE RIGHT AND STATION NEAR ENTRANCE.
 LX7225'
 LX7225'THE STATION IS A STANDARD NGS DISK
 LX7225'STAMPED---CEMETERY 1981---,
 LX7225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM IN DIAMETER
 LX7225'FLUSH WITH GROUND.  IT IS LOCATED
 LX7225'8.56 METERS (28.09 FT) NORTHWEST FROM THE WEST GATE POST,
 LX7225'8.35 METERS (27.40 FT) SOUTH FROM THE CENTERLINE OF THE ROAD AND
 LX7225'1.540 METERS (5.05 FT) NORTH FROM THE WROUGHT IRON FENCE.
 LX7225'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7225'STAMPED---CEMETERY 1981---,
 LX7225'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7225'
 LX7225'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7225'STAMPED---CEMETERY NO 1 1981---,
 LX7225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7225'FLUSH WITH GROUND.  IT IS LOCATED
 LX7225'9.91 METERS (32.52 FT) SOUTH FROM THE CENTERLINE OF THE ROAD,
 LX7225'0.350 METERS (1.15 FT) NORTH FROM THE FENCE AND
 LX7225'0.33 METERS (1.08 FT) WEST FROM THE CORNER POST.
 LX7225'MARK IS LEVEL WITH STATION.
 LX7225'
 LX7225'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7225'STAMPED---CEMETERY NO 2 1981---,
 LX7225'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7225'FLUSH WITH GROUND.  IT IS LOCATED
 LX7225'10.08 METERS (33.07 FT) SOUTH FROM THE CENTERLINE OF THE ROAD AND
 LX7225'0.325 METERS (1.07 FT) NORTH FROM THE FENCE.
 LX7225'MARK IS LEVEL WITH STATION.
 LX7225'
 LX7225'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7225'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6498 ***********************************************************************
 LX6498  DESIGNATION -  CENTER CHURCH SPIRE
 LX6498  PID         -  LX6498
 LX6498  STATE/COUNTY-  CT/NEW HAVEN
 LX6498  USGS QUAD   -  NEW HAVEN (1984)
 LX6498
 LX6498                         *CURRENT SURVEY CONTROL
 LX6498  ___________________________________________________________________
 LX6498* NAD 83(1996)-  41 18 28.17183(N)    072 55 35.25099(W)     ADJUSTED  
 LX6498* NAVD 88     -                                                        
 LX6498  ___________________________________________________________________
 LX6498  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 LX6498  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6498
 LX6498  HORZ ORDER  -  THIRD
 LX6498
 LX6498.The horizontal coordinates were established by classical geodetic methods
 LX6498.and adjusted by the National Geodetic Survey in August 1998..
 LX6498
 LX6498
 LX6498.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6498
 LX6498.The geoid height was determined by GEOID03.
 LX6498
 LX6498;                    North         East     Units Scale Factor Converg.
 LX6498;SPC CT       -   205,111.222   290,023.664   MT  0.99999087   -0 07 01.2
 LX6498;SPC CT       -   672,935.73    951,519.30   sFT  0.99999087   -0 07 01.2
 LX6498;SPC NY L     -   127,276.941   389,901.231   MT  1.00002677   +0 42 07.9
 LX6498;SPC NY L     -   417,574.43  1,279,200.96   sFT  1.00002677   +0 42 07.9
 LX6498;UTM  18      - 4,575,003.352   673,579.095   MT  0.99997081   +1 22 08.7
 LX6498
 LX6498                          SUPERSEDED SURVEY CONTROL
 LX6498
 LX6498  NAD 83(1992)-  41 18 28.17090(N)    072 55 35.25083(W) AD(       ) 4
 LX6498  NAD 83(1986)-  41 18 28.17270(N)    072 55 35.25492(W) AD(       ) 4
 LX6498  NAD 27      -  41 18 27.83300(N)    072 55 36.88700(W) AD(       ) 3
 LX6498
 LX6498.Superseded values are not recommended for survey control.
 LX6498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6498.See file dsdata.txt to determine how the superseded data were derived.
 LX6498
 LX6498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7357975003(NAD 83)
 LX6498
 LX6498  HISTORY     - Date     Condition        Report By
 LX6498  HISTORY     - 1933     MONUMENTED       CGS
 LX6498  HISTORY     - 1989     GOOD             USPSQD
 LX6498
 LX6498                          STATION DESCRIPTION
 LX6498
 LX6498'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6498'THIS IS THE CENTRAL OF THE THREE CHURCHES ON NEW HAVEN GREEN.  THE
 LX6498'MAIN CHURCH IS BUILT OF RED-BRICK WITH WHITE COLONIAL PORTICO
 LX6498'ON THE E END.  THE SPIRE IS OF WOOD AND PAINTED WHITE.  THE
 LX6498'LOWER PART OF THE SPIRE IS ORNAMENTED IN TWO SECTIONS WITH
 LX6498'CORINTHIAN COLUMNS.  UPPER PART IS SHINGLED AND VERY SLIM.  AN
 LX6498'ELABORATE GILDED WEATHER VANE COMPLETES THE SPIRE.  CENTER IS
 LX6498'THE AXIS OF THIS WEATHER VANE.  SPIRE SHOWS A CLOCK FACE ON EACH
 LX6498'OF FOUR SIDES JUST ABOVE THE ROOF OF MAIN CHURCH IN ELEVATION.
 LX6498
 LX6498                          STATION RECOVERY (1989)
 LX6498
 LX6498'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHM)
 LX6498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7297 ***********************************************************************
 LX7297  DESIGNATION -  CENTER HILL
 LX7297  PID         -  LX7297
 LX7297  STATE/COUNTY-  CT/HARTFORD
 LX7297  USGS QUAD   -  NEW HARTFORD (1984)
 LX7297
 LX7297                         *CURRENT SURVEY CONTROL
 LX7297  ___________________________________________________________________
 LX7297* NAD 83(1996)-  41 59 02.78683(N)    072 59 13.00233(W)     ADJUSTED  
 LX7297* NAVD 88     -       392.5    (meters)    1288.     (feet)  VERTCON   
 LX7297  ___________________________________________________________________
 LX7297  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LX7297  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 LX7297
 LX7297  HORZ ORDER  -  FIRST
 LX7297
 LX7297.The horizontal coordinates were established by classical geodetic methods
 LX7297.and adjusted by the National Geodetic Survey in August 1998..
 LX7297
 LX7297.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7297
 LX7297.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7297
 LX7297.The geoid height was determined by GEOID03.
 LX7297
 LX7297;                    North         East     Units Scale Factor Converg.
 LX7297;SPC CT       -   280,234.580   285,164.394   MT  1.00001401   -0 09 25.6
 LX7297;SPC CT       -   919,402.95    935,576.85   sFT  1.00001401   -0 09 25.6
 LX7297;SPC MA M     -   860,378.119    76,784.551   MT  0.99997166   -0 59 55.8
 LX7297;SPC MA M     - 2,822,757.21    251,917.31   sFT  0.99997166   -0 59 55.8
 LX7297;UTM  18      - 4,649,971.762   666,761.566   MT  0.99994220   +1 20 48.8
 LX7297
 LX7297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7297!SPC CT       -   0.99994296  x   1.00001401  =   0.99995697
 LX7297!SPC MA M     -   0.99994296  x   0.99997166  =   0.99991462
 LX7297!UTM  18      -   0.99994296  x   0.99994220  =   0.99988516
 LX7297
 LX7297:                Primary Azimuth Mark                     Grid Az
 LX7297:SPC CT       -  COE                                      013 50 10.9
 LX7297:SPC MA M     -  COE                                      014 40 41.1
 LX7297:UTM  18      -  COE                                      012 19 56.5
 LX7297
 LX7297|---------------------------------------------------------------------|
 LX7297| PID    Reference Object                     Distance      Geod. Az  |
 LX7297|                                                           dddmmss.s |
 LX7297| MZ1858 COE                                 APPROX. 5.7 KM 0134045.3 |
 LX7297| CZ7173 CENTER HILL RM 1                     19.835 METERS 06814     |
 LX7297| CZ7174 CENTER HILL RM 2                     33.717 METERS 14650     |
 LX7297|---------------------------------------------------------------------|
 LX7297
 LX7297                          SUPERSEDED SURVEY CONTROL
 LX7297
 LX7297  NAD 83(1996)-  41 59 02.78678(N)    072 59 13.00236(W) AD(       ) 1
 LX7297  NAD 83(1992)-  41 59 02.78769(N)    072 59 13.00305(W) AD(       ) 1
 LX7297  NAD 83(1992)-  41 59 02.78794(N)    072 59 13.00335(W) AD(       ) 1
 LX7297  NAD 83(1986)-  41 59 02.78773(N)    072 59 13.00414(W) AD(       ) 1
 LX7297  NAD 27      -  41 59 02.44675(N)    072 59 14.62651(W) AD(       ) 1
 LX7297  NGVD 29 (07/19/86)  392.7    (m)         1288.     (f) VERT ANG       
 LX7297
 LX7297.Superseded values are not recommended for survey control.
 LX7297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7297.See file dsdata.txt to determine how the superseded data were derived.
 LX7297
 LX7297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6676249972(NAD 83)
 LX7297_MARKER: DS = TRIANGULATION STATION DISK
 LX7297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7297+STABILITY: SURFACE MOTION
 LX7297
 LX7297  HISTORY     - Date     Condition        Report By
 LX7297  HISTORY     - 1980     MONUMENTED       NGS
 LX7297
 LX7297                          STATION DESCRIPTION
 LX7297
 LX7297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7297'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) NORTHEAST OF WINSTED
 LX7297'1.2 KM (3/4 MI) SOUTH-SOUTHWEST OF HARTLAND, 1.6 KM (1 MI)
 LX7297'NORTH OF THE LITCHFIELD COUNTY LINE, 0.3 KM (1/4 MI) WEST OF
 LX7297'STATE HIGHWAY 181, AND IN THE PEOPLES STATE FOREST, IN THICK
 LX7297'WOODS.
 LX7297'OWNERSHIP--STATE OF CONNECTICUT-REGION 1, DEPARTMENT OF
 LX7297'ENVIRONMENTAL PROTECTION, MR ANTHONY CANTELE, PO BOX 161,
 LX7297'PLEASANT VALLEY, CT 06063, PHONE 203-379-0771.
 LX7297'
 LX7297'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181
 LX7297'AND 20 JUST SOUTH OF HARTLAND, GO SOUTH ON STATE HIGHWAY 181
 LX7297'FOR 1.2 KM (0.75 MI) TO A TRACK ROAD RIGHT JUST PAST A
 LX7297'DIRT ROAD AND A GATE ON THE LEFT.  TURN RIGHT, WEST, ON
 LX7297'TRACK ROAD FOR 0.2 KM (0.1 MI) TO A HOUSE ON THE LEFT.
 LX7297'CONTINUE WEST, ACROSS LAWN, PICKING UP TRACK ROAD FOR
 LX7297'0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 LX7297'
 LX7297'THE STATION IS A STANDARD NGS DISK
 LX7297'STAMPED---CENTER HILL 1980---,
 LX7297'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7297'PROJECTING 16 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7297'12.5 METERS (41.0 FT) NORTH FROM THE SOUTH ONE OF TWO STONE
 LX7297'FENCES,
 LX7297'6.8 METERS (22.3 FT) SOUTH FROM THE NORTH ONE OF TWO STONE FENCES,
 LX7297'5.5 METERS (18.0 FT) NORTH FROM THE CENTER OF A TRACK ROAD, AND
 LX7297'1.0 METER (3.3 FT) SOUTH FROM A METAL WITNESS POST.
 LX7297'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7297'STAMPED---CENTER HILL 1980---,
 LX7297'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METER BELOW THE SURFACE.
 LX7297'
 LX7297'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7297'STAMPED---CENTER HILL NO 1 1980---,
 LX7297'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METER
 LX7297'LARGEST DIMENSION.  IT IS LOCATED
 LX7297'19.8 METERS (65.0 FT) EAST FROM A METAL WITNESS POST,
 LX7297'7.4 METERS (24.3 FT) SOUTH FROM THE NORTH ONE OF TWO STONE FENCES,
 LX7297'AND
 LX7297'4.1 METERS (13.5 FT) NORTH FROM THE CENTER OF A TRACK ROAD.
 LX7297'MARK IS LEVEL WITH STATION.
 LX7297'
 LX7297'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7297'STAMPED---CENTER HILL NO 2 1980---,
 LX7297'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7297'33.5 METERS (110.0 FT) SOUTH FROM A METAL WITNESS POST,
 LX7297'28.0 METERS (92.0 FT) SOUTH FROM THE CENTER OF A TRACK ROAD,
 LX7297'10.0 METERS (32.8 FT) NORTHWEST FROM A TRIPLE TRUNKED MAPLE TREE,
 LX7297'AND
 LX7297'2.6 METERS (8.5 FT) SOUTH-SOUTHWEST FROM A 40 CM HIGH BY 1.5
 LX7297'METER LONG BOULDER.
 LX7297'MARK IS LEVEL WITH STATION.
 LX7297'
 LX7297'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.0 METERS.
 LX7297'NO SUITABLE PLACE FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 LX7297'
 LX7297'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5914 ***********************************************************************
 LX5914  DESIGNATION -  CENTERBROOK CONG CHURCH CUPOLA
 LX5914  PID         -  LX5914
 LX5914  STATE/COUNTY-  CT/MIDDLESEX
 LX5914  USGS QUAD   -  ESSEX (1977)
 LX5914
 LX5914                         *CURRENT SURVEY CONTROL
 LX5914  ___________________________________________________________________
 LX5914* NAD 83(1996)-  41 21 05.78375(N)    072 24 51.54615(W)     ADJUSTED  
 LX5914* NAVD 88     -                                                        
 LX5914  ___________________________________________________________________
 LX5914  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LX5914  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5914
 LX5914  HORZ ORDER  -  THIRD
 LX5914
 LX5914.The horizontal coordinates were established by classical geodetic methods
 LX5914.and adjusted by the National Geodetic Survey in August 1998..
 LX5914
 LX5914
 LX5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5914
 LX5914.The geoid height was determined by GEOID03.
 LX5914
 LX5914;                    North         East     Units Scale Factor Converg.
 LX5914;SPC CT       -   210,012.987   332,892.223   MT  0.99998816   +0 13 21.3
 LX5914;SPC CT       -   689,017.61  1,092,163.90   sFT  0.99998816   +0 13 21.3
 LX5914;UTM  18      - 4,581,015.787   716,309.525   MT  1.00017587   +1 42 32.3
 LX5914
 LX5914                          SUPERSEDED SURVEY CONTROL
 LX5914
 LX5914  NAD 83(1992)-  41 21 05.78282(N)    072 24 51.54588(W) AD(       ) 4
 LX5914  NAD 83(1986)-  41 21 05.78476(N)    072 24 51.54899(W) AD(       ) 4
 LX5914  NAD 27      -  41 21 05.42300(N)    072 24 53.25100(W) AD(       ) 3
 LX5914
 LX5914.Superseded values are not recommended for survey control.
 LX5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5914.See file dsdata.txt to determine how the superseded data were derived.
 LX5914
 LX5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1631081016(NAD 83)
 LX5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5914+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5914
 LX5914  HISTORY     - Date     Condition        Report By
 LX5914  HISTORY     - 1934     MONUMENTED       CGS
 LX5914  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5914  HISTORY     - 1984     GOOD             USPSQD
 LX5914  HISTORY     - 1989     GOOD             USPSQD
 LX5914  HISTORY     - 19940528 GOOD             USPSQD
 LX5914  HISTORY     - 19970130 GOOD             USPSQD
 LX5914  HISTORY     - 19991215 GOOD             USPSQD
 LX5914  HISTORY     - 20040101 GOOD             USPSQD
 LX5914
 LX5914                          STATION DESCRIPTION
 LX5914
 LX5914'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5914'THIS STATION IS ON THE CHURCH OF THE SECOND ECCLESIASTICAL SOCIETY
 LX5914'OF SAYBROOK.  THE CHURCH IS LOCATED ABOUT 0.4 MILE NORTHWESTERLY
 LX5914'OF THE FIRST GRADE CROSSING NORTHERLY OF THE ESSEX RAILROAD
 LX5914'STATION.
 LX5914'
 LX5914'THE WINDOWS OF THE CHURCH, BEING SHORT, GIVE THE EFFECT OF A
 LX5914'2-STORY AUDITORIUM.  THE BELFRY CUPOLA IS AT THE S GABLE END OF
 LX5914'THE CHURCH.  THE BOTTOM OF THE GREEN BELFRY LOUVRES IS AT THE
 LX5914'SAME HEIGHT AS THE CHURCH RIDGEPOLE.  THERE ARE DOUBLE
 LX5914'ROUND-ARCHED OPENINGS IN EACH SIDE OF THE BELFRY.
 LX5914'
 LX5914'THE STEEP PYRAMIDAL ROOF OF THE CUPOLA HAS A FINIAL AND WEATHER
 LX5914'VANE AT THE APEX.
 LX5914'
 LX5914'THE CHURCH IS PAINTED WHITE WITH GREEN SHUTTERS AT ALL
 LX5914'WINDOWS.  THE CUPOLA ROOF IS ALSO GREEN.  CENTER IS THE AXIS OF
 LX5914'THE WEATHER VANE.  THE SPIRE IS PROBABLY NEAR THE OLD PETTIPAUG
 LX5914'SPIRE.  IT IS CERTAINLY IN A DIFFERENT LOCATION BUT NO EXACT
 LX5914'INFORMATION CAN BE OBTAINED.
 LX5914
 LX5914                          STATION RECOVERY (1961)
 LX5914
 LX5914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5914'STATION RECOVERED IN GOOD CONDITION.  THE WEATHER VANE HAS BEEN
 LX5914'REMOVED AND THE APEX IS JUST A BARE PYRAMID NOW.
 LX5914
 LX5914                          STATION RECOVERY (1984)
 LX5914
 LX5914'RECOVERY NOTE BY US POWER SQUADRON 1984 (JRR)
 LX5914'STATION RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED WITH
 LX5914'THE EXCEPTION THE WEATHER VANE HAS BEEN REMOVED.
 LX5914
 LX5914                          STATION RECOVERY (1989)
 LX5914
 LX5914'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5914'RECOVERED IN GOOD CONDITION.
 LX5914
 LX5914                          STATION RECOVERY (1994)
 LX5914
 LX5914'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX5914'RECOVERED IN GOOD CONDITION.
 LX5914
 LX5914                          STATION RECOVERY (1997)
 LX5914
 LX5914'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5914'RECOVERED IN GOOD CONDITION.
 LX5914
 LX5914                          STATION RECOVERY (1999)
 LX5914
 LX5914'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5914'RECOVERED IN GOOD CONDITION.
 LX5914
 LX5914                          STATION RECOVERY (2004)
 LX5914
 LX5914'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7426 ***********************************************************************
 LX7426  DESIGNATION -  CENTRAL
 LX7426  PID         -  LX7426
 LX7426  STATE/COUNTY-  CT/FAIRFIELD
 LX7426  USGS QUAD   -  NORWALK NORTH (1975)
 LX7426
 LX7426                         *CURRENT SURVEY CONTROL
 LX7426  ___________________________________________________________________
 LX7426* NAD 83(1996)-  41 08 10.85628(N)    073 24 59.84078(W)     ADJUSTED  
 LX7426* NAVD 88     -        71.0    (meters)     233.     (feet)  VERTCON   
 LX7426  ___________________________________________________________________
 LX7426  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 LX7426  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX7426
 LX7426  HORZ ORDER  -  FIRST
 LX7426
 LX7426.The horizontal coordinates were established by classical geodetic methods
 LX7426.and adjusted by the National Geodetic Survey in August 1998..
 LX7426
 LX7426.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7426
 LX7426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7426
 LX7426.The geoid height was determined by GEOID03.
 LX7426
 LX7426;                    North         East     Units Scale Factor Converg.
 LX7426;SPC CT       -   186,268.185   248,830.109   MT  1.00000704   -0 26 31.2
 LX7426;SPC CT       -   611,114.87    816,370.12   sFT  1.00000704   -0 26 31.2
 LX7426;UTM  18      - 4,555,101.415   632,891.987   MT  0.99981735   +1 02 30.4
 LX7426
 LX7426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7426!SPC CT       -   0.99999356  x   1.00000704  =   1.00000060
 LX7426!UTM  18      -   0.99999356  x   0.99981735  =   0.99981091
 LX7426
 LX7426|---------------------------------------------------------------------|
 LX7426| PID    Reference Object                     Distance      Geod. Az  |
 LX7426|                                                           dddmmss.s |
 LX7426| CR9106 CENTRAL RM 1                         25.368 METERS 13706     |
 LX7426| CR9107 CENTRAL RM 2                         25.855 METERS 25700     |
 LX7426| LX7427 CENTRAL RM 3                        229.701 METERS 30250     |
 LX7426|---------------------------------------------------------------------|
 LX7426
 LX7426                          SUPERSEDED SURVEY CONTROL
 LX7426
 LX7426  NAD 83(1992)-  41 08 10.85554(N)    073 24 59.83984(W) AD(       ) 1
 LX7426  NAD 83(1986)-  41 08 10.85746(N)    073 24 59.84185(W) AD(       ) 1
 LX7426  NAD 83(1986)-  41 08 10.85612(N)    073 24 59.84115(W) AD(       ) 1
 LX7426  NGVD 29 (10/23/89)   71.4    (m)          234.     (f) VERT ANG       
 LX7426
 LX7426.Superseded values are not recommended for survey control.
 LX7426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7426.See file dsdata.txt to determine how the superseded data were derived.
 LX7426
 LX7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3289255101(NAD 83)
 LX7426_MARKER: DS = TRIANGULATION STATION DISK
 LX7426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7426_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7426+STABILITY: SURFACE MOTION
 LX7426
 LX7426  HISTORY     - Date     Condition        Report By
 LX7426  HISTORY     - 1983     MONUMENTED       NGS
 LX7426
 LX7426                          STATION DESCRIPTION
 LX7426
 LX7426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7426'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH-
 LX7426'NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX7426'STATE HIGHWAY 7, 0.8 KM (0.5 MI) SOUTHEAST OF THE
 LX7426'JUNCTION OF STATE HIGHWAYS 15 AND 7, 0.8 KM (0.5 MI)
 LX7426'EAST OF HIGHWAY 7 AND AT THE NORTH EDGE OF NORWALK.
 LX7426'OWNERSHIP--C R CANFIELD, CENTRAL CATHOLIC HIGH SCHOOL,
 LX7426'WEST ROCKS ROAD, NORWALK CT 06581, PHONE 203-847-3881.
 LX7426'
 LX7426'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7426'7 AND 15 (EXITS 39 AND 40 OF THE MERRITT PARKWAY), AT THE
 LX7426'NORTH EDGE OF NORWALK, GO SOUTH ON HIGHWAY 7 FOR 0.6 KM
 LX7426'(0.4 MI) TO A SIDE ROAD LEFT, LINDEN STREET.  TURN LEFT,
 LX7426'EAST AND NORTH, UPHILL FOR 1.1 KM (0.65 MI) TO A
 LX7426'T-ROAD, WEST ROCKS ROAD.  TURN RIGHT, SOUTH, ON
 LX7426'WEST ROCKS ROAD FOR 0.7 KM (0.45 MI) TO A SCHOOL ON THE
 LX7426'RIGHT.  TURN RIGHT AND PASS TO THE SOUTH SIDE OF THE
 LX7426'SCHOOL FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 LX7426'TO REACH REFERENCE MARK 3 GO NORTHWEST ACROSS THE
 LX7426'PARKING LOT FOR 0.2 KM (0.1 MI) TO A BASEBALL DIAMOND.
 LX7426'FROM HERE PACK NORTHWEST TO DEEP CENTER FIELD  AT THE
 LX7426'TREE LINE AND THE MARK.
 LX7426'
 LX7426'THE STATION IS A STANDARD NGS DISK
 LX7426'STAMPED---CENTRAL 1983---,
 LX7426'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7426'FLUSH WITH GROUND.  IT IS LOCATED
 LX7426'25.42 METERS (83.4 FT) NORTH-NORTHWEST FROM A WITNESS POST IN A
 LX7426'FENCE LINE,
 LX7426'14.0 METERS (45.9 FT) SOUTH-SOUTHEAST FROM A CURB AND
 LX7426'7.08 METERS (23.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX7426'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7426'STAMPED---CENTRAL 1983---,
 LX7426'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7426'
 LX7426'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7426'STAMPED---CENTRAL NO 1 1983---,
 LX7426'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7426'FLUSH WITH GROUND.  IT IS LOCATED
 LX7426'38.7 METERS (127 FT) SOUTH-SOUTHEAST FROM A PARKING LOT CURB,
 LX7426'24.6 METERS (80.7 FT) SOUTH-SOUTHEAST FROM A WITNESS POST,
 LX7426'1.7 METERS (5.5 FT) NORTHWEST FROM AN 20 CM DIAMETER CHERRY TREE
 LX7426'AND
 LX7426'0.68 METER (2.2 FT) WEST FROM A WITNESS POST IN A FENCE LINE.
 LX7426'MARK IS LEVEL WITH STATION.
 LX7426'
 LX7426'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7426'STAMPED---CENTRAL NO 2 1983---,
 LX7426'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7426'FLUSH WITH GROUND.  IT IS LOCATED
 LX7426'24.87 METERS (81.6 FT) NORTH FROM THE NORTHEAST CORNER OF A SET
 LX7426'OF BLEACHERS,
 LX7426'9.9 METERS (32.5 FT) EAST-SOUTHEAST FROM THE CORNER OF THE
 LX7426'PARKING LOT AND
 LX7426'0.27 METER (0.9 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 LX7426'MARK IS BELOW STATION 0.5 METER.
 LX7426'
 LX7426'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7426'STAMPED---CENTRAL NO 3 1983---,
 LX7426'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7426'75.4 METERS (247.5 FT) WEST-SOUTHWEST FROM A PARKING LOT CURB,
 LX7426'30.63 METERS (100.5 FT) WEST FROM THE SOUTHWEST CORNER OF A BLOCK
 LX7426'PATIO AND
 LX7426'0.85 METER (2.8 FT) SOUTH FROM A WITNESS POST.
 LX7426'MARK IS BELOW STATION 1 METER.
 LX7426'
 LX7426'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 LX7426'
 LX7426'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7427 ***********************************************************************
 LX7427  DESIGNATION -  CENTRAL RM 3
 LX7427  PID         -  LX7427
 LX7427  STATE/COUNTY-  CT/FAIRFIELD
 LX7427  USGS QUAD   -  NORWALK NORTH (1975)
 LX7427
 LX7427                         *CURRENT SURVEY CONTROL
 LX7427  ___________________________________________________________________
 LX7427* NAD 83(1996)-  41 08 14.89320(N)    073 25 08.11659(W)     ADJUSTED  
 LX7427* NAVD 88     -        67.     (meters)     220.     (feet)  VERTCON   
 LX7427  ___________________________________________________________________
 LX7427  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 LX7427  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX7427
 LX7427  HORZ ORDER  -  SECOND
 LX7427
 LX7427.The horizontal coordinates were established by classical geodetic methods
 LX7427.and adjusted by the National Geodetic Survey in August 1998..
 LX7427
 LX7427.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7427
 LX7427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7427
 LX7427.The geoid height was determined by GEOID03.
 LX7427
 LX7427;                    North         East     Units Scale Factor Converg.
 LX7427;SPC CT       -   186,394.209   248,638.063   MT  1.00000690   -0 26 36.7
 LX7427;SPC CT       -   611,528.33    815,740.05   sFT  1.00000690   -0 26 36.7
 LX7427;UTM  18      - 4,555,222.401   632,696.780   MT  0.99981671   +1 02 25.1
 LX7427
 LX7427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7427!SPC CT       -   0.99999417  x   1.00000690  =   1.00000107
 LX7427!UTM  18      -   0.99999417  x   0.99981671  =   0.99981088
 LX7427
 LX7427                          SUPERSEDED SURVEY CONTROL
 LX7427
 LX7427  NAD 83(1992)-  41 08 14.89245(N)    073 25 08.11566(W) AD(       ) 2
 LX7427  NAD 83(1986)-  41 08 14.89422(N)    073 25 08.11735(W) AD(       ) 2
 LX7427  NAD 83(1986)-  41 08 14.89305(N)    073 25 08.11696(W) AD(       ) 2
 LX7427  NGVD 29 (10/23/89)   67.     (m)          220.     (f) VERT ANG       
 LX7427
 LX7427.Superseded values are not recommended for survey control.
 LX7427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7427.See file dsdata.txt to determine how the superseded data were derived.
 LX7427
 LX7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3269755222(NAD 83)
 LX7427_MARKER: DR = REFERENCE MARK DISK
 LX7427_SETTING: 66 = SET IN ROCK OUTCROP
 LX7427_SP_SET: SET IN ROCK OUTCROP
 LX7427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7427+STABILITY: POSITION/ELEVATION WELL
 LX7427
 LX7427  HISTORY     - Date     Condition        Report By
 LX7427  HISTORY     - 1983     MONUMENTED       NGS
 LX7427
 LX7427                          STATION DESCRIPTION
 LX7427
 LX7427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7427'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH-
 LX7427'NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX7427'STATE HIGHWAY 7, 0.8 KM (0.5 MI) SOUTHEAST OF THE
 LX7427'JUNCTION OF STATE HIGHWAYS 15 AND 7, 0.8 KM (0.5 MI)
 LX7427'EAST OF HIGHWAY 7 AT THE NORTH EDGE OF NORWALK.
 LX7427'OWNERSHIP--C R CANFIELD, CENTRAL CATHOLIC HIGH SCHOOL,
 LX7427'WEST ROCKS ROAD, NORWALK CT 06581, PHONE 203-847-3881.
 LX7427'
 LX7427'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7427'7 AND 15 (EXITS 39 AND 40 OF THE MERRITT PARKWAY), AT THE
 LX7427'NORTH EDGE OF NORWALK, GO SOUTH ON HIGHWAY 7 FOR 0.6 KM
 LX7427'(0.4 MI) TO A SIDE ROAD LEFT, LINDEN STREET.  TURN LEFT,
 LX7427'EAST AND NORTH, UPHILL FOR 1.1 KM (0.65 MI) TO A
 LX7427'T-ROAD, WEST ROCKS ROAD.  TURN RIGHT, SOUTH, ON
 LX7427'WEST ROCKS ROAD FOR 0.7 KM (0.45 MI) TO A SCHOOL ON THE
 LX7427'RIGHT.  TURN RIGHT AND PASS TO THE SOUTH SIDE OF THE
 LX7427'SCHOOL FOR 0.1 KM (0.05 MI) TO STATION CENTRAL ON THE LEFT.
 LX7427'CONTINUE NORTHWEST ACROSS THE PARKING LOT
 LX7427'FOR 0.2 KM (0.1 MI) TO A BASEBALL DIAMOND.  FROM HERE
 LX7427'PACK NORTHWEST TO DEEP CENTER FIELD AT THE TREE LINE
 LX7427'AND THE STATION.
 LX7427'
 LX7427'THE STATION IS A STANDARD NGS DISK
 LX7427'STAMPED---CENTRAL NO 3 1983---,
 LX7427'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7427'75.4 METERS (247.5 FT) WEST-SOUTHWEST FROM A PARKING LOT CURB,
 LX7427'30.63 METERS (100.5 FT) WEST FROM THE SOUTHWEST CORNER OF A BLOCK
 LX7427'PATIO AND
 LX7427'0.85 METER (2.8 FT) SOUTH FROM A WITNESS POST.
 LX7427'
 LX7427'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7427'AN EDM TRAVERSE TIE WAS MADE TO STATION CENTRAL.
 LX7427'
 LX7427'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG5871 ***********************************************************************
 DG5871  DESIGNATION -  CENTROID
 DG5871  PID         -  DG5871
 DG5871  STATE/COUNTY-  CT/NEW HAVEN
 DG5871  USGS QUAD   -  SOUTHINGTON (1992)
 DG5871
 DG5871                         *CURRENT SURVEY CONTROL
 DG5871  ___________________________________________________________________
 DG5871* NAD 83(1996)-  41 30 39.56271(N)    072 52 59.86312(W)     ADJUSTED  
 DG5871* NAVD 88     -        69.5    (meters)     228.     (feet)  GPS OBS   
 DG5871  ___________________________________________________________________
 DG5871  X           -   1,407,786.333 (meters)                     COMP
 DG5871  Y           -  -4,571,338.276 (meters)                     COMP
 DG5871  Z           -   4,205,112.982 (meters)                     COMP
 DG5871  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DG5871  ELLIP HEIGHT-          40.23  (meters)          (06/16/04) GPS OBS
 DG5871  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 DG5871
 DG5871  HORZ ORDER  -  A
 DG5871  ELLP ORDER  -  FOURTH    CLASS II
 DG5871
 DG5871.The horizontal coordinates were established by GPS observations
 DG5871.and adjusted by the National Geodetic Survey in June 2004..
 DG5871
 DG5871.The orthometric height was determined by GPS observations and a
 DG5871.high-resolution geoid model.
 DG5871
 DG5871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5871
 DG5871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5871
 DG5871.The ellipsoidal height was determined by GPS observations
 DG5871.and is referenced to NAD 83.
 DG5871
 DG5871.The geoid height was determined by GEOID03.
 DG5871
 DG5871;                    North         East     Units Scale Factor Converg.
 DG5871;SPC CT       -   227,668.181   293,673.035   MT  0.99998322   -0 05 18.2
 DG5871;SPC CT       -   746,941.36    963,492.28   sFT  0.99998322   -0 05 18.2
 DG5871;UTM  18      - 4,597,647.320   676,641.126   MT  0.99998399   +1 24 11.7
 DG5871
 DG5871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5871!SPC CT       -   0.99999369  x   0.99998322  =   0.99997691
 DG5871!UTM  18      -   0.99999369  x   0.99998399  =   0.99997768
 DG5871
 DG5871                          SUPERSEDED SURVEY CONTROL
 DG5871
 DG5871.No superseded survey control is available for this station.
 DG5871
 DG5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7664197647(NAD 83)
 DG5871_MARKER: DD = SURVEY DISK
 DG5871_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DG5871_STAMPING: STATE OF CONNECTICUT CENTER OF POPULATION CENSUS
 DG5871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5871+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 DG5871
 DG5871  HISTORY     - Date     Condition        Report By
 DG5871  HISTORY     - 20031112 MONUMENTED       CTGS
 DG5871  HISTORY     - 20050107 GOOD             INDIV
 DG5871  HISTORY     - 20050410 GOOD             CTGS
 DG5871
 DG5871                          STATION DESCRIPTION
 DG5871
 DG5871'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 DG5871'THE STATION MARK IS A CUSTOM CAST 10 INCH BRASS DISK BEARING THE LOGOS
 DG5871'OF THE CALS, NGS AND ACSM FURTHER ENGRAVED STATE OF  CONNECTICUT
 DG5871'CENTER OF POPULATION CENSUS 2000 CHESHIRE, SET IN A  MASS OF
 DG5871'REINFORCED CONCRETE 1 INCH BELOW GROUND SURFACE.
 DG5871' 
 DG5871'TO REACH THE STATION FROM THE CENTER OF CHESHIRE AT THE  SOUTHERLY
 DG5871'INTERSECTION OF CT ROUTE 10 (SOUTH MAIN STREET) AND CT  ROUTES 68 AND
 DG5871'70 (ACADEMY ROAD), PROCEED EASTERLY ON CT ROUTES 68 AND  70 FOR 0.81
 DG5871'MILE TO THE INTERSECTION OF WEISS ROAD ON THE LEFT.  TURN LEFT ONTO
 DG5871'WEISS ROAD AND PROCEED NORTHERLY FOR 0.74 MILE TO  A TOWN PARK
 DG5871'(MACNAMARA PARK) ON THE RIGHT. TURN RIGHT AND ENTER  THE PARKING LOT.
 DG5871'THE STATION IS APPROXIMATELY 200 FEET EAST OF THE  PARKING LOT AND
 DG5871'SITUATED IN THE NORTH CENTER OF FOUR FENCED  BASEBALL OUTFIELDS. THE
 DG5871'STATION IS 28.5' SOUTH OF THE CENTER FIELD  FENCE OF THE NORTHWEST
 DG5871'PLAYING FIELD AND 55' NORTHWEST OF THE  ENTRY GATE FOR THE SOUTHEAST
 DG5871'PLAYING FIELD.
 DG5871' 
 DG5871'ALL RM'S ARE 8 INCH GALVANIZED CROSS-TOPPED CENTER PUNCHED NAILS SET
 DG5871'IN CONCRETE. ALL RM'S ARE LOCATED AT METAL CHAIN LINK FENCE POSTS  FOR
 DG5871'THE PLAYING FIELDS.
 DG5871' 
 DG5871'RM DISTANCE AND MAGNETIC DIRECTIONS (9/16/02) FORM MARK RM 1 - N 7
 DG5871'DEGREES E 28.2' RM 2 - S 43 DEGREES E 52.4' RM 3 - S 84 DEGREES W
 DG5871'67.6'
 DG5871' 
 DG5871'APPROXIMATE BEARING AND DISTANCE TO ACTUAL POPULATION CENTROID,  S 8
 DG5871'DEGREES E, 1.2 MILES.
 DG5871
 DG5871                          STATION RECOVERY (2005)
 DG5871
 DG5871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD)
 DG5871'RECOVERED IN GOOD CONDITION.
 DG5871
 DG5871                          STATION RECOVERY (2005)
 DG5871
 DG5871'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 DG5871'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0107 ***********************************************************************
 LX0107  DESIGNATION -  CHADWICK
 LX0107  PID         -  LX0107
 LX0107  STATE/COUNTY-  CT/NEW LONDON
 LX0107  USGS QUAD   -  OLD LYME (1976)
 LX0107
 LX0107                         *CURRENT SURVEY CONTROL
 LX0107  ___________________________________________________________________
 LX0107* NAD 83(1996)-  41 18 59.70158(N)    072 20 31.39983(W)     ADJUSTED  
 LX0107* NAVD 88     -        31.601  (meters)     103.68   (feet)  ADJUSTED  
 LX0107  ___________________________________________________________________
 LX0107  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LX0107  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0107  DYNAMIC HT  -          31.590 (meters)     103.64  (feet)  COMP
 LX0107  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 LX0107
 LX0107  HORZ ORDER  -  THIRD
 LX0107  VERT ORDER  -  FIRST     CLASS I
 LX0107
 LX0107.The horizontal coordinates were established by classical geodetic methods
 LX0107.and adjusted by the National Geodetic Survey in August 1998..
 LX0107
 LX0107.The orthometric height was determined by differential leveling
 LX0107.and adjusted by the National Geodetic Survey in June 1991..
 LX0107
 LX0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0107
 LX0107.The geoid height was determined by GEOID03.
 LX0107
 LX0107.The dynamic height is computed by dividing the NAVD 88
 LX0107.geopotential number by the normal gravity value computed on the
 LX0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0107.degrees latitude (g = 980.6199 gals.).
 LX0107
 LX0107.The modeled gravity was interpolated from observed gravity values.
 LX0107
 LX0107;                    North         East     Units Scale Factor Converg.
 LX0107;SPC CT       -   206,149.445   338,957.884   MT  0.99999028   +0 16 13.8
 LX0107;SPC CT       -   676,341.97  1,112,064.32   sFT  0.99999028   +0 16 13.8
 LX0107;SPC NY L     -   129,012.496   438,817.488   MT  1.00002800   +1 05 04.0
 LX0107;SPC NY L     -   423,268.50  1,439,687.04   sFT  1.00002800   +1 05 04.0
 LX0107;UTM  18      - 4,577,310.061   722,474.573   MT  1.00020917   +1 45 20.0
 LX0107
 LX0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0107!SPC CT       -   0.99999981  x   0.99999028  =   0.99999009
 LX0107!SPC NY L     -   0.99999981  x   1.00002800  =   1.00002781
 LX0107!UTM  18      -   0.99999981  x   1.00020917  =   1.00020898
 LX0107
 LX0107|---------------------------------------------------------------------|
 LX0107| PID    Reference Object                     Distance      Geod. Az  |
 LX0107|                                                           dddmmss.s |
 LX0107| LX5805 RIGGS CHIMNEY                       284.059 METERS 01101     |
 LX0107| LX5823 DAVIDSONS GABLE                     APPROX. 3.3 KM 0305156.3 |
 LX0107| LX5820 ELYS WHITE BARN CUPOLA              APPROX. 1.9 KM 0425537.2 |
 LX0107| LX0105 CHADWICK RM 2                        22.060 METERS 07130     |
 LX0107| LX5790 OLD LYME CONG CHURCH SPIRE          APPROX. 1.0 KM 1154410.9 |
 LX0107| LX5787 OLD LYME INN FLAGSTAFF              APPROX. 0.7 KM 1202305.9 |
 LX0107| LX5788 OLD LYME INN ELEVATED TANK          APPROX. 0.8 KM 1222638.9 |
 LX0107| LX5791 MAC CURDYS ELEVATED TANK            APPROX. 1.2 KM 1252040.0 |
 LX0107| LX5819 MC LEODS CHIMNEY                    APPROX. 2.5 KM 1270443.6 |
 LX0107| LX5835 WHITE SANDS BEACH WINDMILL          APPROX. 4.9 KM 1371058.1 |
 LX0107| LX5834 ELYS WINDMILL                       APPROX. 4.6 KM 1384516.0 |
 LX0107| LX5786 SWITCH TOWER CHIMNEY                APPROX. 1.9 KM 1392332.3 |
 LX0107| LX5821 DEWOLFS CHIMNEY                     APPROX. 2.5 KM 1434022.0 |
 LX0107| LX5818 GRISWOLD POINT WINDMILL             APPROX. 4.6 KM 1472022.4 |
 LX0107| LX5885 SAYBROOK CONG CH BELFRY             APPROX. 4.3 KM 2195424.0 |
 LX0107| LX5843 RAILWAY ELEVATED TANK               APPROX. 3.2 KM 2361909.0 |
 LX0107| LX5797 POWERHOUSE STACK                    APPROX. 1.0 KM 2464934.7 |
 LX0107| LX5897 LOMBERGS CHIMNEY                    APPROX. 3.2 KM 2650732.7 |
 LX0107| LX5841 SCHELDS CHIMNEY                     APPROX. 2.4 KM 2941526.6 |
 LX0107| LX5792 RYANS GABLE                         APPROX. 0.9 KM 3060033.0 |
 LX0107| LX5798 DANIELS CHIMNEY                     APPROX. 1.0 KM 3094840.1 |
 LX0107| LX5886 SUDAS SHOP CUPOLA                   APPROX. 7.5 KM 3285039.7 |
 LX0107| LX5847 CALVES ISLAND LIGHT                 APPROX. 1.7 KM 3373043.0 |
 LX0107| LX5846 BOWENS CHIMNEY                      APPROX. 2.9 KM 3504334.0 |
 LX0107| LX0106 CHADWICK RM 1                        14.660 METERS 35232     |
 LX0107|---------------------------------------------------------------------|
 LX0107
 LX0107                          SUPERSEDED SURVEY CONTROL
 LX0107
 LX0107  NAD 83(1992)-  41 18 59.70060(N)    072 20 31.39950(W) AD(       ) 3
 LX0107  NAD 83(1986)-  41 18 59.70244(N)    072 20 31.40299(W) AD(       ) 3
 LX0107  NAD 27      -  41 18 59.35100(N)    072 20 33.11200(W) AD(       ) 3
 LX0107  NGVD 29 (??/??/92)   31.910  (m)          104.69   (f) ADJ UNCH    1 1
 LX0107
 LX0107.Superseded values are not recommended for survey control.
 LX0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0107.See file dsdata.txt to determine how the superseded data were derived.
 LX0107
 LX0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2247577310(NAD 83)
 LX0107_MARKER: DS = TRIANGULATION STATION DISK
 LX0107_SETTING: 66 = SET IN ROCK OUTCROP
 LX0107_SP_SET: ROCK OUTCROP
 LX0107_STAMPING: CHADWICK 1934
 LX0107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0107+STABILITY: POSITION/ELEVATION WELL
 LX0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0107+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 LX0107
 LX0107  HISTORY     - Date     Condition        Report By
 LX0107  HISTORY     - 1934     MONUMENTED       CGS
 LX0107  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX0107  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX0107  HISTORY     - 1965     GOOD             NGS
 LX0107  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX0107  HISTORY     - 1987     GOOD             USPSQD
 LX0107  HISTORY     - 1988     GOOD             USPSQD
 LX0107  HISTORY     - 1988     GOOD             USPSQD
 LX0107  HISTORY     - 1989     GOOD             USPSQD
 LX0107  HISTORY     - 19901206 GOOD             USPSQD
 LX0107  HISTORY     - 20030607 GOOD             USPSQD
 LX0107
 LX0107                          STATION DESCRIPTION
 LX0107
 LX0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX0107'THE STATION IS LOCATED ON TOP OF THE FIRST HILL ON THE E BANK
 LX0107'OF THE CONNECTICUT RIVER AND THE FIRST HILL S OF THE BOSTON POST
 LX0107'ROAD.  THE TOP OF THE HILL IS ROCKY PASTURE LAND AND BELONGS TO
 LX0107'GEORGE B. CHADWICK.  THE HILL IS ABOUT MIDWAY BETWEEN THE TWO
 LX0107'RIVER BRIDGES.  THE STATION IS A STANDARD DISK SET IN AN
 LX0107'OUTCROPPING LEDGE 200 FEET W OF AN OLD RUBBLE WALL WHICH
 LX0107'PARALLELS THE RIVER, AND 720 FEET S OF ANOTHER RUBBLE WALL THAT
 LX0107'IS PERPENDICULAR TO THE RIVER.
 LX0107'
 LX0107'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A LARGE BOULDER
 LX0107'N OF THE STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN
 LX0107'A LARGE BOULDER E OF THE STATION.
 LX0107'
 LX0107'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX0107
 LX0107                          STATION RECOVERY (1961)
 LX0107
 LX0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX0107'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX0107'CONDITION.  THE STATION IS STAMPED, CHADWICK 1934 AND THE R.M.S
 LX0107'ARE STAMPED, CHADWICK NO 1 1934 AND CHADWICK NO 2 1934.  THE
 LX0107'DISTANCES TO AND BETWEEN THE R.M.S WERE CHECKED AND FOUND
 LX0107'CORRECT AS PUBLISHED BY G.C.M. IN 1934.
 LX0107'
 LX0107'A NEW DESCRIPTION OF THE STATION FOLLOWS.  THE STATION IS
 LX0107'LOCATED ON THE TOP OF THE FIRST HILL ON THE E. BANK OF THE
 LX0107'CONNECTICUT RIVER AND THE FIRST HILL S. OF THE BOSTON POST ROAD,
 LX0107'IN THE FRONT YARD OF MR. J.E. BERGERON.  MR. BERGERONS HOME IS A
 LX0107'ONE STORY WOOD SIDED L SHAPED RANCH HOME, PAINTED BROWN.  THE
 LX0107'STATION IS SET IN LEDGE 7.9 METERS N. OF THE N.E. CORNER OF THE
 LX0107'E.W. PART OF THE HOUSE AND 9.6 METERS S.E. OF THE N.E. CORNER
 LX0107'OF THE N.S. PART OF THE HOUSE.
 LX0107'
 LX0107'R.M.1 IS SET IN A LARGE BOULDER N OF THE STATION.  R.M.2 IS
 LX0107'SET IN A LARGE BOULDER E. OF THE STATION.  ALL DISKS ARE
 LX0107'STANDARD MARKS.
 LX0107'
 LX0107'TO REACH THE STATION FROM FERRY ROAD AND CONN. STATE HWY. 156
 LX0107'GO .2 MILES N. ON FERRY RD. TO A RIGHT, TURN UP THE HILL FOR .1
 LX0107'MILES TO THE HOME OF MR. BERGERON AND HENCE THE STATION.
 LX0107
 LX0107                          STATION RECOVERY (1965)
 LX0107
 LX0107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0107'THE STATION, REFERENCE MARK NO. 1 AND 2 WERE RECOVERED AND ALL
 LX0107'IN GOOD CONDITION.  THE STATION MAY BE REACHED BY GOING 0.85
 LX0107'MILE NORTHWEST ALONG STATE HIGHWAY 156 FROM THE OVERPASS OVER
 LX0107'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT LYME, THENCE
 LX0107'0.2 MILE WEST ALONG FERRY ROAD, THENCE 0.15 MILE NORTH ALONG A
 LX0107'PRIVATE BLACK TOP DRIVE, ON TOP OF THE HIGHEST PART OF A HILL,
 LX0107'SET IN THE TOP OF A ROCK OUTCROP WHICH IS 30 FEET LONG, 4 FEET
 LX0107'WIDE AND 1 FOOT ABOVE THE LEVEL OF THE GROUND, 26 FEET
 LX0107'NORTHWEST OF THE NORTH CORNER OF A HOUSE, 4-1/2 FEET SOUTH OF
 LX0107'THE NORTH END OF THE ROCK AND ABOUT LEVEL WITH PARKING AREA.
 LX0107'IT IS STAMPED CHADWICK 1934.
 LX0107'
 LX0107'RM 1 IS 48.1 FEET NORTH OF THE STATION, SET IN THE TOP OF A LARGE
 LX0107'BOULDER AND ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE PARKING LOT.
 LX0107'
 LX0107'RM 2 IS 72.4 FEET EAST AND ACROSS A DRIVEWAY FROM THE
 LX0107'STATION, SET IN THE TOP OF A LARGE BOULDER, 16 FEET
 LX0107'NORTHEAST OF THE CENTER LINE OF DRIVEWAY AND ABOUT
 LX0107'LEVEL WITH DRIVEWAY.  IT IS STAMPED CHADWICK NO 2 1934.
 LX0107
 LX0107                          STATION RECOVERY (1965)
 LX0107
 LX0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0107'1.2 MI NW FROM LYME.
 LX0107'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 156 FROM ITS
 LX0107'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0107'AT LYME, THENCE 0.2 MILE WEST ALONG FERRY ROAD, THENCE 0.15 MILE
 LX0107'NORTH ALONG A PRIVATE BLACK TOP DRIVE TO A ONE STORY HOUSE,
 LX0107'ON THE TOP OF THE HIGHEST HILL IN THE VICINITY, SET IN THE
 LX0107'TOP OF A ROCK OUTCROP WHICH IS 30 FEET LONG, 4 FEET WIDE AND
 LX0107'1/2 FOOT HIGH, 26 FEET NORTHWEST OF THE NORTH CORNER OF THE EAST
 LX0107'WING OF THE HOUSE, 31 1/2 FEET EAST OF THE NORTH CORNER OF THE
 LX0107'NORTHWEST WING OF THE HOUSE, 4 1/2 FEET SOUTH OF THE NORTH END
 LX0107'OF THE ROCK AND ABOUT LEVEL WITH THE PARKING AREA.
 LX0107
 LX0107                          STATION RECOVERY (1971)
 LX0107
 LX0107'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX0107'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX0107'REACH THE STATION FROM OLD LYME AT ROUTE 156 AND I-95 OVERPASS,
 LX0107'GO SOUTH ON ROUTE 156 FOR 0.4 MILE TO FERRY ROAD ON THE RIGHT,
 LX0107'TURN WEST AND GO 0.2 MILE TO SANDPIPER POINT ROAD, THE PRIVATE
 LX0107'DRIVE OF BERGERON, 60 FEET WEST OF THE CENTER LINE OF SANDPIPER
 LX0107'POINT ROAD LEADS YOU TO THE STATION.  IT IS 600 FEET NORTH OF
 LX0107'THE CENTER LINE OF FERRY ROAD UP THE DRIVE OF BERGERON.
 LX0107
 LX0107                          STATION RECOVERY (1987)
 LX0107
 LX0107'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0107'RECOVERED IN GOOD CONDITION.
 LX0107
 LX0107                          STATION RECOVERY (1988)
 LX0107
 LX0107'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0107'RECOVERED IN GOOD CONDITION.
 LX0107
 LX0107                          STATION RECOVERY (1988)
 LX0107
 LX0107'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0107'RECOVERED IN GOOD CONDITION.
 LX0107
 LX0107                          STATION RECOVERY (1989)
 LX0107
 LX0107'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0107'RECOVERED IN GOOD CONDITION.
 LX0107
 LX0107                          STATION RECOVERY (1990)
 LX0107
 LX0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0107'RECOVERED IN GOOD CONDITION.
 LX0107
 LX0107                          STATION RECOVERY (2003)
 LX0107
 LX0107'RECOVERY NOTE BY US POWER SQUADRON 2003
 LX0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0106 ***********************************************************************
 LX0106  DESIGNATION -  CHADWICK RM 1
 LX0106  PID         -  LX0106
 LX0106  STATE/COUNTY-  CT/NEW LONDON
 LX0106  USGS QUAD   -  OLD LYME (1976)
 LX0106
 LX0106                         *CURRENT SURVEY CONTROL
 LX0106  ___________________________________________________________________
 LX0106* NAD 83(1986)-  41 18 59.     (N)    072 20 31.     (W)     SCALED    
 LX0106* NAVD 88     -        32.126  (meters)     105.40   (feet)  ADJUSTED  
 LX0106  ___________________________________________________________________
 LX0106  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0106  DYNAMIC HT  -          32.115 (meters)     105.36  (feet)  COMP
 LX0106  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 LX0106
 LX0106  VERT ORDER  -  FIRST     CLASS I
 LX0106
 LX0106.The horizontal coordinates were scaled from a topographic map and have
 LX0106.an estimated accuracy of +/- 6 seconds.
 LX0106
 LX0106.The orthometric height was determined by differential leveling
 LX0106.and adjusted by the National Geodetic Survey in June 1991..
 LX0106
 LX0106.The geoid height was determined by GEOID03.
 LX0106
 LX0106.The dynamic height is computed by dividing the NAVD 88
 LX0106.geopotential number by the normal gravity value computed on the
 LX0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0106.degrees latitude (g = 980.6199 gals.).
 LX0106
 LX0106.The modeled gravity was interpolated from observed gravity values.
 LX0106
 LX0106;                    North         East    Units  Estimated Accuracy
 LX0106;SPC CT       -   206,130.      338,970.      MT  (+/- 180 meters Scaled)
 LX0106
 LX0106                          SUPERSEDED SURVEY CONTROL
 LX0106
 LX0106  NGVD 29 (??/??/92)   32.435  (m)          106.41   (f) ADJ UNCH    1 1
 LX0106
 LX0106.Superseded values are not recommended for survey control.
 LX0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0106.See file dsdata.txt to determine how the superseded data were derived.
 LX0106
 LX0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL224772(NAD 83)
 LX0106_MARKER: DR = REFERENCE MARK DISK
 LX0106_SETTING: 80 = SET IN A BOULDER
 LX0106_SP_SET: BOULDER
 LX0106_STAMPING: CHADWICK NO 1 1934
 LX0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0106+STABILITY: SURFACE MOTION
 LX0106
 LX0106  HISTORY     - Date     Condition        Report By
 LX0106  HISTORY     - 1934     MONUMENTED       CGS
 LX0106  HISTORY     - 1965     GOOD             NGS
 LX0106  HISTORY     - 1987     GOOD             USPSQD
 LX0106  HISTORY     - 1988     GOOD             USPSQD
 LX0106  HISTORY     - 1988     GOOD             USPSQD
 LX0106  HISTORY     - 1989     GOOD             USPSQD
 LX0106  HISTORY     - 19901206 GOOD             USPSQD
 LX0106
 LX0106                          STATION DESCRIPTION
 LX0106
 LX0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0106'1.2 MI NW FROM LYME.
 LX0106'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 156 FROM ITS
 LX0106'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0106'AT LYME, THENCE 0.2 MILE WEST ALONG FERRY ROAD, THENCE 0.15
 LX0106'MILE NORTH ALONG A PRIVATE BLACK TOP ROAD, NEAR THE TOP OF THE
 LX0106'HIGHEST HILL IN THE VICINITY, SET IN THE TOP OF A LARGE BOULDER,
 LX0106'57 1/2 FEET NORTHEAST OF THE NORTH CORNER OF THE NORTHWEST WING
 LX0106'OF HOUSE, 48.1 FEET NORTH OF THE STATION MARK, 8 1/2 FEET
 LX0106'NORTHEAST OF THE NORTHEAST EDGE OF BLACK TOPPED PARKING AREA
 LX0106'AND 2 1/2 FEET ABOVE THE LEVEL OF THE PARKING AREA.
 LX0106
 LX0106                          STATION RECOVERY (1987)
 LX0106
 LX0106'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0106'RECOVERED IN GOOD CONDITION.
 LX0106
 LX0106                          STATION RECOVERY (1988)
 LX0106
 LX0106'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0106'RECOVERED IN GOOD CONDITION.
 LX0106
 LX0106                          STATION RECOVERY (1988)
 LX0106
 LX0106'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0106'RECOVERED IN GOOD CONDITION.
 LX0106
 LX0106                          STATION RECOVERY (1989)
 LX0106
 LX0106'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0106'RECOVERED IN GOOD CONDITION.
 LX0106
 LX0106                          STATION RECOVERY (1990)
 LX0106
 LX0106'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0105 ***********************************************************************
 LX0105  DESIGNATION -  CHADWICK RM 2
 LX0105  PID         -  LX0105
 LX0105  STATE/COUNTY-  CT/NEW LONDON
 LX0105  USGS QUAD   -  OLD LYME (1976)
 LX0105
 LX0105                         *CURRENT SURVEY CONTROL
 LX0105  ___________________________________________________________________
 LX0105* NAD 83(1986)-  41 18 59.     (N)    072 20 31.     (W)     SCALED    
 LX0105* NAVD 88     -        30.287  (meters)      99.37   (feet)  ADJUSTED  
 LX0105  ___________________________________________________________________
 LX0105  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0105  DYNAMIC HT  -          30.277 (meters)      99.33  (feet)  COMP
 LX0105  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 LX0105
 LX0105  VERT ORDER  -  FIRST     CLASS I
 LX0105
 LX0105.The horizontal coordinates were scaled from a topographic map and have
 LX0105.an estimated accuracy of +/- 6 seconds.
 LX0105
 LX0105.The orthometric height was determined by differential leveling
 LX0105.and adjusted by the National Geodetic Survey in June 1991..
 LX0105
 LX0105.The geoid height was determined by GEOID03.
 LX0105
 LX0105.The dynamic height is computed by dividing the NAVD 88
 LX0105.geopotential number by the normal gravity value computed on the
 LX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0105.degrees latitude (g = 980.6199 gals.).
 LX0105
 LX0105.The modeled gravity was interpolated from observed gravity values.
 LX0105
 LX0105;                    North         East    Units  Estimated Accuracy
 LX0105;SPC CT       -   206,130.      338,970.      MT  (+/- 180 meters Scaled)
 LX0105
 LX0105                          SUPERSEDED SURVEY CONTROL
 LX0105
 LX0105  NGVD 29 (??/??/92)   30.596  (m)          100.38   (f) ADJ UNCH    1 1
 LX0105
 LX0105.Superseded values are not recommended for survey control.
 LX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0105.See file dsdata.txt to determine how the superseded data were derived.
 LX0105
 LX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL224772(NAD 83)
 LX0105_MARKER: DR = REFERENCE MARK DISK
 LX0105_SETTING: 80 = SET IN A BOULDER
 LX0105_SP_SET: BOULDER
 LX0105_STAMPING: CHADWICK NO 2 1934
 LX0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0105+STABILITY: SURFACE MOTION
 LX0105
 LX0105  HISTORY     - Date     Condition        Report By
 LX0105  HISTORY     - 1934     MONUMENTED       CGS
 LX0105  HISTORY     - 1965     GOOD             NGS
 LX0105  HISTORY     - 1987     GOOD             USPSQD
 LX0105  HISTORY     - 1988     GOOD             USPSQD
 LX0105  HISTORY     - 1988     GOOD             USPSQD
 LX0105  HISTORY     - 1989     GOOD             USPSQD
 LX0105  HISTORY     - 19901206 GOOD             USPSQD
 LX0105
 LX0105                          STATION DESCRIPTION
 LX0105
 LX0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0105'1.2 MI NW FROM LYME.
 LX0105'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 156 FROM ITS
 LX0105'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0105'AT LYME, THENCE 0.2 MILE WEST ALONG FERRY ROAD, THENCE 0.15
 LX0105'MILE NORTH ALONG A PRIVATE BLACK TOP ROAD, ON THE TOP OF THE
 LX0105'HIGHEST HILL IN THE VICINITY, 72.4 FEET EAST OF AND ACROSS A
 LX0105'DRIVEWAY FROM THE STATION, SET IN THE TOP OF A LARGE BOULDER,
 LX0105'16 FEET NORTHEAST OF THE CENTER LINE OF DRIVEWAY AND ABOUT
 LX0105'LEVEL WITH THE DRIVE.
 LX0105
 LX0105                          STATION RECOVERY (1987)
 LX0105
 LX0105'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0105'RECOVERED IN GOOD CONDITION.
 LX0105
 LX0105                          STATION RECOVERY (1988)
 LX0105
 LX0105'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0105'RECOVERED IN GOOD CONDITION.
 LX0105
 LX0105                          STATION RECOVERY (1988)
 LX0105
 LX0105'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0105'RECOVERED IN GOOD CONDITION.
 LX0105
 LX0105                          STATION RECOVERY (1989)
 LX0105
 LX0105'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0105'RECOVERED IN GOOD CONDITION.
 LX0105
 LX0105                          STATION RECOVERY (1990)
 LX0105
 LX0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5852 ***********************************************************************
 LX5852  DESIGNATION -  CHAMPLAIN
 LX5852  PID         -  LX5852
 LX5852  STATE/COUNTY-  CT/NEW LONDON
 LX5852  USGS QUAD   -  OLD LYME (1976)
 LX5852
 LX5852                         *CURRENT SURVEY CONTROL
 LX5852  ___________________________________________________________________
 LX5852* NAD 83(1996)-  41 18 49.10140(N)    072 18 56.13865(W)     ADJUSTED  
 LX5852* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 LX5852  ___________________________________________________________________
 LX5852  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LX5852  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX5852
 LX5852  HORZ ORDER  -  SECOND
 LX5852
 LX5852.The horizontal coordinates were established by classical geodetic methods
 LX5852.and adjusted by the National Geodetic Survey in August 1998..
 LX5852
 LX5852.The orthometric height was scaled from a topographic map.
 LX5852
 LX5852.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5852
 LX5852.The geoid height was determined by GEOID03.
 LX5852
 LX5852;                    North         East     Units Scale Factor Converg.
 LX5852;SPC CT       -   205,833.236   341,175.131   MT  0.99999047   +0 17 16.9
 LX5852;SPC CT       -   675,304.54  1,119,338.74   sFT  0.99999047   +0 17 16.9
 LX5852;SPC NY L     -   128,727.800   441,039.086   MT  1.00002758   +1 06 06.3
 LX5852;SPC NY L     -   422,334.46  1,446,975.73   sFT  1.00002758   +1 06 06.3
 LX5852;UTM  18      - 4,577,051.359   724,699.770   MT  1.00022142   +1 46 22.6
 LX5852
 LX5852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5852!SPC CT       -   0.99999651  x   0.99999047  =   0.99998698
 LX5852!SPC NY L     -   0.99999651  x   1.00002758  =   1.00002409
 LX5852!UTM  18      -   0.99999651  x   1.00022142  =   1.00021793
 LX5852
 LX5852|---------------------------------------------------------------------|
 LX5852| PID    Reference Object                     Distance      Geod. Az  |
 LX5852|                                                           dddmmss.s |
 LX5852| CZ7179 CHAMPLAIN RM 1                       17.220 METERS 01920     |
 LX5852| CZ7180 CHAMPLAIN RM 2                       14.790 METERS 07451     |
 LX5852| LX5835 WHITE SANDS BEACH WINDMILL          APPROX. 3.4 KM 1612231.6 |
 LX5852| LX5834 ELYS WINDMILL                       APPROX. 3.3 KM 1650537.6 |
 LX5852| LX5818 GRISWOLD POINT WINDMILL             APPROX. 3.6 KM 1754246.1 |
 LX5852| LX5816 GRISWOLD BARN CUPOLA                APPROX. 3.4 KM 1775734.3 |
 LX5852| LX5807 SAYBROOK BEACON                     APPROX. 5.3 KM 2004156.1 |
 LX5852| LX5786 SWITCH TOWER CHIMNEY                APPROX. 1.5 KM 2205818.9 |
 LX5852| LX5844 GUARDHOUSE POINT TANK               APPROX. 6.9 KM 2234346.8 |
 LX5852| LX5803 NORTH COVE FLAGPOLE                 APPROX. 4.5 KM 2311908.4 |
 LX5852| LX5885 SAYBROOK CONG CH BELFRY             APPROX. 5.8 KM 2390416.2 |
 LX5852| LX5843 RAILWAY ELEVATED TANK               APPROX. 5.1 KM 2533455.8 |
 LX5852| LX5791 MAC CURDYS ELEVATED TANK            APPROX. 1.3 KM 2550926.8 |
 LX5852| LX5790 OLD LYME CONG CHURCH SPIRE          APPROX. 1.4 KM 2662041.9 |
 LX5852| LX5804 EAST SHORE LAUNDRY S GABLE          APPROX. 3.8 KM 2690711.5 |
 LX5852| LX5805 RIGGS CHIMNEY                       APPROX. 2.2 KM 2854000.5 |
 LX5852| LX5841 SCHELDS CHIMNEY                     APPROX. 4.6 KM 2863612.1 |
 LX5852| LX5798 DANIELS CHIMNEY                     APPROX. 3.2 KM 2881638.0 |
 LX5852| LX5920 CHENEYS CHIMNEY                     APPROX. 8.0 KM 3022950.2 |
 LX5852| LX5806 GARDNERS CHIMNEY                    APPROX. 2.5 KM 3050916.8 |
 LX5852| LX5820 ELYS WHITE BARN CUPOLA              APPROX. 2.0 KM 3315559.7 |
 LX5852|---------------------------------------------------------------------|
 LX5852
 LX5852                          SUPERSEDED SURVEY CONTROL
 LX5852
 LX5852  NAD 83(1992)-  41 18 49.10039(N)    072 18 56.13830(W) AD(       ) 2
 LX5852  NAD 83(1986)-  41 18 49.10220(N)    072 18 56.14172(W) AD(       ) 2
 LX5852  NAD 27      -  41 18 48.75300(N)    072 18 57.85300(W) AD(       ) 2
 LX5852
 LX5852.Superseded values are not recommended for survey control.
 LX5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5852.See file dsdata.txt to determine how the superseded data were derived.
 LX5852
 LX5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2470077051(NAD 83)
 LX5852_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5852_SETTING: 66 = SET IN ROCK OUTCROP
 LX5852_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5852+STABILITY: POSITION/ELEVATION WELL
 LX5852
 LX5852  HISTORY     - Date     Condition        Report By
 LX5852  HISTORY     - 1934     MONUMENTED       CGS
 LX5852  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5852  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5852  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5852  HISTORY     - 1989     GOOD             USPSQD
 LX5852
 LX5852                          STATION DESCRIPTION
 LX5852
 LX5852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5852'THIS STATION IS ON THE HIGHEST PART OF THE PROPERTY OF MRS. MARY
 LX5852'CHAMPLAIN.  IT IS REACHED FROM THE VILLAGE OF OLD LYME AS
 LX5852'FOLLOWS--FROM THE CONGREGATIONAL CHURCH GO SOUTHERLY ON ROUTE
 LX5852'156 0.3 MILE.  BEAR LEFT, GO 0.4 MILE TO THE ENTRANCE TO THE
 LX5852'ESTATE OF LUCIEN ABRAMS.  TURN SHARP LEFT INTO A WOOD ROAD
 LX5852'THROUGH THE LUDDINGTON PROPERTY.  GO 0.6 MILE TO THE LIMIT OF
 LX5852'AUTO TRAVEL.  FROM THIS POINT A FOOTPATH LEADS TO THE TOP
 LX5852'OF THE NEXT HILL TO THE NORTHWARD WHICH IS THE LOCATION OF
 LX5852'THE STATION.
 LX5852'
 LX5852'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5852'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX5852'NO. 1 AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS IN
 LX5852'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX5852'
 LX5852'THE STATION IS IN THE FLAT OUTCROPPING LEDGE AT THE HIGHEST PART
 LX5852'OF THE HILL.  THE REFERENCE MARKS ARE IN OUTCROPPINGS OF THE SAME
 LX5852'LEDGE.  REFERENCE MARK NO.1 BEARS N 30 DEG E (MAGNETIC).  REFERENCE
 LX5852'MARK NO. 2 BEARS N 85 DEG E (MAGNETIC).
 LX5852'
 LX5852'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX5852
 LX5852                          STATION RECOVERY (1948)
 LX5852
 LX5852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5852'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LX5852'CONDITION.  DESCRIPTION ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LX5852'
 LX5852'. . . . . . TO THE LIMIT OF AUTO TRAVEL, WHERE AN OVERHEAD PHONE
 LX5852'CABLE LINE CROSSES THE ROAD.  PROCEED ON FOOTPATH APPROXIMATELY 200
 LX5852'FEET, THENCE CUT DIAGONALLY TO THE LEFT AND GO ABOUT 300 FEET ON
 LX5852'AN OLD FOOT PATH THAT CROSSES THE HEAD OF A NARROW AND DEEP
 LX5852'DRAW.  THEN TRAVEL TO THE RIGHT ABOUT 200 FEET ALONG RIDGE TO
 LX5852'THE STATION.
 LX5852
 LX5852                          STATION RECOVERY (1961)
 LX5852
 LX5852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5852'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES
 LX5852'WERE CHECKED AND FOUND TO BE CORRECT AS PUBLISHED IN 1934.  THE
 LX5852'MARKS ARE STAMPED--
 LX5852'
 LX5852'STATION - CHAMPLAIN 1934
 LX5852'
 LX5852'R.M. NO 1 CHAMPLAIN NO 1 1934
 LX5852'
 LX5852'R.M. NO 2 CHAMPLAIN NO 2 1934
 LX5852'
 LX5852'THE ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE WITH THE
 LX5852'FOLLOWING ADDITION.  THE FOOT PATH HAS GROWN OVER WITH A THICK
 LX5852'GROWTH OF THORNS AND VINES.
 LX5852
 LX5852                          STATION RECOVERY (1971)
 LX5852
 LX5852'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5852'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5852'REACH THE STATION FROM OLD LYME AT THE INTERSECTION OF ROUTE 156
 LX5852'AND I-95 GO SOUTH ON ROUTE 156 FOR 1.9 MILE TO MILE CREEK ROAD,
 LX5852'TURN LEFT, NORTHEAST, GO 50 FEET AND TURN LEFT ON JOHNNY LAKE
 LX5852'HILL ROAD GO 0.2 MILE TO RAILROAD CROSSING UNDERPASS, AND
 LX5852'CONTINUE STRAIGHT FOR 0.4 MILE TO MEETING HOUSE LA., THEN TURN
 LX5852'RIGHT, NORTHEAST, AND GO 0.45 MILE TO CUL-DE-SAC, FOLLOW
 LX5852'THE FOOT PATH NORTH FOR 650 FEET AND THEN GO N 30 W FOR ABOUT
 LX5852'500 FEET TO THE STATION.
 LX5852
 LX5852                          STATION RECOVERY (1989)
 LX5852
 LX5852'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3743 ***********************************************************************
 LW3743  DESIGNATION -  CHANDLER
 LW3743  PID         -  LW3743
 LW3743  STATE/COUNTY-  CT/WINDHAM
 LW3743  USGS QUAD   -  PUTNAM (1970)
 LW3743
 LW3743                         *CURRENT SURVEY CONTROL
 LW3743  ___________________________________________________________________
 LW3743* NAD 83(1996)-  41 58 45.74677(N)    071 56 51.52706(W)     ADJUSTED  
 LW3743* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 LW3743  ___________________________________________________________________
 LW3743  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 LW3743  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LW3743
 LW3743  HORZ ORDER  -  FIRST
 LW3743
 LW3743.The horizontal coordinates were established by classical geodetic methods
 LW3743.and adjusted by the National Geodetic Survey in August 1998..
 LW3743
 LW3743.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3743
 LW3743.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3743
 LW3743.The geoid height was determined by GEOID03.
 LW3743
 LW3743;                    North         East     Units Scale Factor Converg.
 LW3743;SPC CT       -   279,990.628   371,297.612   MT  1.00001336   +0 31 55.2
 LW3743;SPC CT       -   918,602.59  1,218,165.58   sFT  1.00001336   +0 31 55.2
 LW3743;UTM  19      - 4,651,689.764   255,792.599   MT  1.00033390   -1 58 21.2
 LW3743;UTM  18      - 4,651,993.879   752,883.069   MT  1.00038698   +2 02 33.7
 LW3743
 LW3743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3743!SPC CT       -   0.99997427  x   1.00001336  =   0.99998763
 LW3743!UTM  19      -   0.99997427  x   1.00033390  =   1.00030816
 LW3743!UTM  18      -   0.99997427  x   1.00038698  =   1.00036124
 LW3743
 LW3743:                Primary Azimuth Mark                     Grid Az
 LW3743:SPC CT       -  N GROSVENOR DALE SPIPE                   090 30 11.4
 LW3743:UTM  19      -  N GROSVENOR DALE SPIPE                   093 00 27.8
 LW3743:UTM  18      -  N GROSVENOR DALE SPIPE                   088 59 32.9
 LW3743
 LW3743|---------------------------------------------------------------------|
 LW3743| PID    Reference Object                     Distance      Geod. Az  |
 LW3743|                                                           dddmmss.s |
 LW3743| LW3739 N GROSVENOR DALE SPIPE              APPROX. 4.1 KM 0910206.6 |
 LW3743| LW3737 GROSVENOR DALE TANK                 APPROX. 5.0 KM 1035051.8 |
 LW3743| LW3731 PUTNAM                              APPROX. 7.7 KM 1661640.2 |
 LW3743| CB7190 CHANDLER RM 1                        23.293 METERS 17125     |
 LW3743| LW3732 WOODSTOCK CONG CHURCH SPIRE         APPROX. 4.1 KM 2122641.5 |
 LW3743| LW3753 E WOODSTOCK ROGERS CORP TANK        APPROX. 2.4 KM 2800316.2 |
 LW3743| MZ1531 SOUTHBRIDGE CABLE TV MAST           APPROX. 9.5 KM 3113015.3 |
 LW3743| MY3754 SOUTHBRIDGE RAD WESO MAST           APPROX. 7.3 KM 3321719.4 |
 LW3743| CB7191 CHANDLER RM 2                        13.138 METERS 35807     |
 LW3743| MY3751 DUDLEY SPIPE                        APPROX. 7.7 KM 3593125.1 |
 LW3743|---------------------------------------------------------------------|
 LW3743
 LW3743                          SUPERSEDED SURVEY CONTROL
 LW3743
 LW3743  NAD 83(1996)-  41 58 45.74665(N)    071 56 51.52696(W) AD(       ) 1
 LW3743  NAD 83(1992)-  41 58 45.74647(N)    071 56 51.52635(W) AD(       ) 1
 LW3743  NAD 83(1992)-  41 58 45.74652(N)    071 56 51.52646(W) AD(       ) 1
 LW3743  NAD 83(1986)-  41 58 45.74783(N)    071 56 51.52542(W) AD(       ) 1
 LW3743  NAD 27      -  41 58 45.39699(N)    071 56 53.26252(W) AD(       ) 1
 LW3743  NGVD 29 (07/19/86)  193.6    (m)          635.     (f) VERT ANG       
 LW3743
 LW3743.Superseded values are not recommended for survey control.
 LW3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3743.See file dsdata.txt to determine how the superseded data were derived.
 LW3743
 LW3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5579351690(NAD 83)
 LW3743_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3743_SETTING: 66 = SET IN ROCK OUTCROP
 LW3743_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3743+STABILITY: POSITION/ELEVATION WELL
 LW3743
 LW3743  HISTORY     - Date     Condition        Report By
 LW3743  HISTORY     - 1977     MONUMENTED       NGS
 LW3743  HISTORY     - 20040415 GOOD             GEOCAC
 LW3743
 LW3743                          STATION DESCRIPTION
 LW3743
 LW3743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3743'THE STATION IS ABOUT 3 MILES SOUTH OF QUINEBAUG, 2-1/2 MILES
 LW3743'NORTHEAST OF WOODSTOCK, 2-1/2 MILES WEST OF NORTH GROSVENOR
 LW3743'DALE, ON CHANDLER HILL AND ON PROPERTY OWNED BY MR. JOSEPH
 LW3743'M. MORSE, POST OFFICE BOX 757, WEBSTER, MASSACHUSETTS,
 LW3743'PHONE NUMBER 943-3233.  THE PROPERTY OF MR. OSCAR NORMAN,
 LW3743'RFD 2, WOODSTOCK, CONNECTICUT, PHONE NUMBER 942-3233, WAS
 LW3743'CROSSED IN REACHING THE STATION.
 LW3743'
 LW3743'TO REACH THE STATION FROM THE POST OFFICE IN QUINEBAUG, GO
 LW3743'SOUTHEAST ON STATE HIGHWAY 131 FOR 0.5 MILE TO A CROSSROAD.
 LW3743'TURN RIGHT AND GO SOUTH ON FABYAN ROAD FOR 0.65 MILE TO A
 LW3743'FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON FAYBAN WOODSTOCK
 LW3743'ROAD FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH
 LW3743'ON FABYAN WOODSTOCK ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT.
 LW3743'TURN LEFT AND GO EAST ON NORMAN HILL ROAD FOR 0.4 MILE TO A
 LW3743'DRIVEWAY ON THE RIGHT, LEADING TO MR. NORMANS HOME.  TURN
 LW3743'RIGHT AND GO SOUTH ON THE DRIVEWAY FOR 0.1 MILE TO THE SOUTH
 LW3743'SIDE OF 2 DAIRY BARNS.  CONTINUE SOUTH ON A FIELD ROAD FOR
 LW3743'0.25 MILE TO THE SOUTH END OF THE FIELD AT AN OPENING IN A
 LW3743'ROCK FENCE.  GO THROUGH THE OPENING IN THE ROCK FENCE AND
 LW3743'GO SOUTH ON A WOODS ROAD FOR 0.05 MILE TO A FORK.  TAKE THE
 LW3743'LEFT FORK AND GO SOUTHEAST ON A WOODS ROAD, FOLLOWING THE
 LW3743'TOP OF A RIDGE FOR 0.1 MILE TO THE HIGHEST POINT OF THE
 LW3743'RIDGE AND THE
 LW3743'STATION.
 LW3743'
 LW3743'STATION MARK, STAMPED---CHANDLER 1977---, IS A STANDARD DISK
 LW3743'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND PROJECTS 1
 LW3743'FOOT ABOVE THE GROUND SURFACE.  IT IS 29 FEET WEST OF THE
 LW3743'EDGE OF A ROCK LEDGE, 31 FEET SOUTHWEST OF A TWIN TRUNKED
 LW3743'TREE AND 11.5 FEET SOUTHEAST OF A TRIANGLE BLAZED TREE.
 LW3743'
 LW3743'REFERENCE MARK 1, STAMPED---CHANDLER NO 1 1977---, IS A
 LW3743'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND
 LW3743'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 LW3743'NORTH OF A TRIPLE TRUNKED TREE, 10 FEET NORTHWEST OF THE EDGE
 LW3743'OF THE ROCK LEDGE AND 2.5 FEET NORTH OF A 4-INCH TREE.
 LW3743'
 LW3743'REFERENCE MARK 2, STAMPED---CHANDLER NO 2 1977---, IS A
 LW3743'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND
 LW3743'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 23 FEET
 LW3743'NORTHWEST OF THE EDGE OF THE ROCK LEDGE AND 14 FEET FEET SOUTH
 LW3743'OF THE TRIPLE TRUNKED TREE.
 LW3743'
 LW3743'THERE WAS NO PLACE TO SET AN AZIMUTH MARK THAT WOULD SEE
 LW3743'THE STATION.
 LW3743'
 LW3743'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.6 METERS.
 LW3743'
 LW3743'DESCRIBED BY A.G. THACKER.
 LW3743
 LW3743                          STATION RECOVERY (2004)
 LW3743
 LW3743'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5540 ***********************************************************************
 LX5540  DESIGNATION -  CHAPEL
 LX5540  PID         -  LX5540
 LX5540  STATE/COUNTY-  CT/NEW LONDON
 LX5540  USGS QUAD   -  MONTVILLE (1983)
 LX5540
 LX5540                         *CURRENT SURVEY CONTROL
 LX5540  ___________________________________________________________________
 LX5540* NAD 83(1996)-  41 28 06.99483(N)    072 12 10.62411(W)     ADJUSTED  
 LX5540* NAVD 88     -       182.3    (meters)     598.     (feet)  VERTCON   
 LX5540  ___________________________________________________________________
 LX5540  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX5540  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5540
 LX5540  HORZ ORDER  -  FIRST
 LX5540
 LX5540.The horizontal coordinates were established by classical geodetic methods
 LX5540.and adjusted by the National Geodetic Survey in August 1998..
 LX5540
 LX5540.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5540
 LX5540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5540
 LX5540.The geoid height was determined by GEOID03.
 LX5540
 LX5540;                    North         East     Units Scale Factor Converg.
 LX5540;SPC CT       -   223,097.464   350,498.096   MT  0.99998378   +0 21 45.8
 LX5540;SPC CT       -   731,945.60  1,149,925.84   sFT  0.99998378   +0 21 45.8
 LX5540;UTM  18      - 4,594,556.342   733,573.714   MT  1.00027145   +1 51 11.0
 LX5540
 LX5540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5540!SPC CT       -   0.99997615  x   0.99998378  =   0.99995993
 LX5540!UTM  18      -   0.99997615  x   1.00027145  =   1.00024760
 LX5540
 LX5540:                Primary Azimuth Mark                     Grid Az
 LX5540:SPC CT       -  RAYMOND HILL                             014 47 56.2
 LX5540:UTM  18      -  RAYMOND HILL                             013 18 31.0
 LX5540
 LX5540|---------------------------------------------------------------------|
 LX5540| PID    Reference Object                     Distance      Geod. Az  |
 LX5540|                                                           dddmmss.s |
 LX5540| LX5528 RAYMOND HILL                        APPROX. 3.2 KM 0150942.0 |
 LX5540| LX4805 NORWICH TV WEDN MAST                APPROX. 6.5 KM 0272929.0 |
 LX5540| LX5159 NORWICH RAD WICH MAST               APPROX. 8.4 KM 0852434.9 |
 LX5540| LX5534 MONTVILLE CABLE TV MAST             APPROX. 4.4 KM 1125438.4 |
 LX5540| CZ7182 CHAPEL RM 1                          15.598 METERS 25102     |
 LX5540| CZ7181 CHAPEL AZ MK                         79.672 METERS 25848     |
 LX5540| CZ7183 CHAPEL RM 2                          24.744 METERS 33341     |
 LX5540|---------------------------------------------------------------------|
 LX5540
 LX5540                          SUPERSEDED SURVEY CONTROL
 LX5540
 LX5540  NAD 83(1992)-  41 28 06.99392(N)    072 12 10.62366(W) AD(       ) 1
 LX5540  NAD 83(1986)-  41 28 06.99510(N)    072 12 10.62645(W) AD(       ) 1
 LX5540  NAD 27      -  41 28 06.64384(N)    072 12 12.34066(W) AD(       ) 1
 LX5540  NGVD 29 (07/19/86)  182.6    (m)          599.     (f) VERT ANG       
 LX5540
 LX5540.Superseded values are not recommended for survey control.
 LX5540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5540.See file dsdata.txt to determine how the superseded data were derived.
 LX5540
 LX5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3357494556(NAD 83)
 LX5540_MARKER: DS = TRIANGULATION STATION DISK
 LX5540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5540+STABILITY: SURFACE MOTION
 LX5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5540+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 LX5540
 LX5540  HISTORY     - Date     Condition        Report By
 LX5540  HISTORY     - 1975     MONUMENTED       NGS
 LX5540  HISTORY     - 20060410 GOOD             USPSQD
 LX5540
 LX5540                          STATION DESCRIPTION
 LX5540
 LX5540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5540'THE STATION IS ABOUT 3-1/4 MILES NORTH OF CHESTERFIELD, 3-1/4
 LX5540'MILES EAST OF SALEM FOUR CORNERS, 2-1/2 MILES NORTHWEST OF
 LX5540'OAKDALE AND ON PROPERTY OWNED BY THE AMERICAN TELEPHONE AND
 LX5540'TELEGRAPH COMPANY, 440 HAMILTON AVENUE, ROOM 700 C, WHITE
 LX5540'PLAINS, NEW YORK, 10601.
 LX5540'
 LX5540'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 LX5540'161 AND 85 IN CHESTERFIELD, GO NORTHWEST ON HIGHWAY 85 FOR
 LX5540'0.2 MILE TO A CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO
 LX5540'NORTH AND NORTHEAST ON CHESTERFIELD ROAD FOR 2.0 MILES TO A
 LX5540'CROSSROAD, JUST PAST A SIDE ROAD ON THE LEFT, FIRE STREET ON
 LX5540'THE RIGHT, HILL ROAD IS THE FIRST ROAD ON THE LEFT AND CHAPEL
 LX5540'HILL ROAD IS THE SECOND ROAD ON THE LEFT.  TURN LEFT AND GO
 LX5540'NORTHWEST ON CHAPEL HILL ROAD FOR 1.5 MILES TO THE MONTVILLE
 LX5540'AT AND T MICROWAVE TOWER ON THE RIGHT AND THE STATION IN THE
 LX5540'SOUTHEAST CORNER OF THE LOT AS DESCRIBED.
 LX5540'
 LX5540'THE STATION MARKS ARE STANDARD DISKS STAMPED CHAPEL
 LX5540'1975.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH
 LX5540'WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN AN
 LX5540'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LX5540'SURFACE.  THEY ARE 139 FEET EAST OF A POLE NUMBER 1109 WITH AN
 LX5540'ANTENNA ON THE TOP, 66 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LX5540'OF A FENCE AROUND THE MICROWAVE TOWER AND 19 FEET WEST OF A
 LX5540'WIRE FENCE AND METAL WITNESS POST.
 LX5540'
 LX5540'REFERENCE MARK 1, STAMPED CHAPEL NO 1 1975, IS A STANDARD DISK
 LX5540'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 2
 LX5540'INCHES ABOVE THE GROUND SURFACE.  IT IS 88.5 FEET EAST OF THE
 LX5540'POLE NUMBER 1109, 68.5 FEET WEST OF THE WIRE FENCE AND 49.5
 LX5540'FEET SOUTH OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE
 LX5540'MICROWAVE TOWER.
 LX5540'
 LX5540'REFERENCE MARK 2, STAMPED CHAPEL NO 2 1975, IS A STANDARD
 LX5540'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX5540'SURFACE.  IT IS 46 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 LX5540'FENCE AROUND THE MICROWAVE TOWER, 4.7 FEET SOUTHEAST OF THE
 LX5540'NORTHEAST CORNER OF THE FENCE AROUND THE MICROWAVE TOWER
 LX5540'AND 4 FEET SOUTH OF A METAL WITNESS POST.
 LX5540'
 LX5540'AZIMUTH MARK, STAMPED CHAPEL AZ 1975, IS A STANDARD REFERENCE
 LX5540'MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 5 FOOT
 LX5540'BOULDER THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 LX5540'IS 53 FEET SOUTH OF A PAVED DRIVE LEADING TO THE MICROWAVE
 LX5540'TOWER, 25 FEET NORTH OF A ROCK FENCE, 24 FEET EAST OF A ROCK
 LX5540'FENCE AND 11.3 FEET NORTHEAST OF A METAL WITNESS POST.
 LX5540'
 LX5540'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LX5540
 LX5540                          STATION RECOVERY (2006)
 LX5540
 LX5540'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX5540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5915 ***********************************************************************
 LX5915  DESIGNATION -  CHAPMAN
 LX5915  PID         -  LX5915
 LX5915  STATE/COUNTY-  CT/MIDDLESEX
 LX5915  USGS QUAD   -  ESSEX (1977)
 LX5915
 LX5915                         *CURRENT SURVEY CONTROL
 LX5915  ___________________________________________________________________
 LX5915* NAD 83(1996)-  41 16 33.45397(N)    072 24 22.01797(W)     ADJUSTED  
 LX5915* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5915  ___________________________________________________________________
 LX5915  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX5915  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX5915
 LX5915  HORZ ORDER  -  THIRD
 LX5915
 LX5915.The horizontal coordinates were established by classical geodetic methods
 LX5915.and adjusted by the National Geodetic Survey in August 1998..
 LX5915
 LX5915.The orthometric height was scaled from a topographic map.
 LX5915
 LX5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5915
 LX5915.The geoid height was determined by GEOID03.
 LX5915
 LX5915;                    North         East     Units Scale Factor Converg.
 LX5915;SPC CT       -   201,614.460   333,612.063   MT  0.99999320   +0 13 40.9
 LX5915;SPC CT       -   661,463.44  1,094,525.58   sFT  0.99999320   +0 13 40.9
 LX5915;SPC NY L     -   124,401.848   433,536.474   MT  1.00002248   +1 02 33.1
 LX5915;SPC NY L     -   408,141.73  1,422,360.92   sFT  1.00002248   +1 02 33.1
 LX5915;UTM  18      - 4,572,637.164   717,246.963   MT  1.00018088   +1 42 42.5
 LX5915
 LX5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5915!SPC CT       -   1.00000483  x   0.99999320  =   0.99999803
 LX5915!SPC NY L     -   1.00000483  x   1.00002248  =   1.00002731
 LX5915!UTM  18      -   1.00000483  x   1.00018088  =   1.00018571
 LX5915
 LX5915                          SUPERSEDED SURVEY CONTROL
 LX5915
 LX5915  NAD 83(1992)-  41 16 33.45303(N)    072 24 22.01767(W) AD(       ) 3
 LX5915  NAD 83(1986)-  41 16 33.45497(N)    072 24 22.02120(W) AD(       ) 3
 LX5915  NAD 27      -  41 16 33.09900(N)    072 24 23.71100(W) AD(       ) 3
 LX5915
 LX5915.Superseded values are not recommended for survey control.
 LX5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5915.See file dsdata.txt to determine how the superseded data were derived.
 LX5915
 LX5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1724772637(NAD 83)
 LX5915
 LX5915  HISTORY     - Date     Condition        Report By
 LX5915  HISTORY     - 1934     MONUMENTED       CGS
 LX5915  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5915  HISTORY     - 1989     GOOD             USPSQD
 LX5915  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX5915  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 LX5915
 LX5915                          STATION DESCRIPTION
 LX5915
 LX5915'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5915'THE STATION IS ON THE W BREAKWATER AT CHAPMAN POINT, MIDWAY
 LX5915'BETWEEN CORNFIELD POINT AND KELSEY WESTBROOK POINT, IN THE TOWN
 LX5915'OF SAYBROOK.  IT IS A STANDARD HYDROGRAPHIC DISK SET IN A
 LX5915'BOULDER 6 BY 3 FEET BY 2 FEET AND IN THE LAST TURN IN THE
 LX5915'BREAKWATER.
 LX5915'
 LX5915'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5915
 LX5915                          STATION RECOVERY (1960)
 LX5915
 LX5915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5915'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE
 LX5915'ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX5915
 LX5915                          STATION RECOVERY (1989)
 LX5915
 LX5915'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5915'RECOVERED IN GOOD CONDITION.
 LX5915
 LX5915                          STATION RECOVERY (1997)
 LX5915
 LX5915'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5915'MARK NOT FOUND.
 LX5915
 LX5915                          STATION RECOVERY (1999)
 LX5915
 LX5915'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3711 ***********************************************************************
 LX3711  DESIGNATION -  CHARLES
 LX3711  PID         -  LX3711
 LX3711  STATE/COUNTY-  CT/NEW HAVEN
 LX3711  USGS QUAD   -  MILFORD (1984)
 LX3711
 LX3711                         *CURRENT SURVEY CONTROL
 LX3711  ___________________________________________________________________
 LX3711* NAD 83(1996)-  41 11 31.04890(N)    073 03 24.41138(W)     ADJUSTED  
 LX3711* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3711  ___________________________________________________________________
 LX3711  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX3711  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX3711
 LX3711  HORZ ORDER  -  SECOND
 LX3711
 LX3711.The horizontal coordinates were established by classical geodetic methods
 LX3711.and adjusted by the National Geodetic Survey in August 1998..
 LX3711
 LX3711.The orthometric height was scaled from a topographic map.
 LX3711
 LX3711.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3711
 LX3711.The geoid height was determined by GEOID03.
 LX3711
 LX3711;                    North         East     Units Scale Factor Converg.
 LX3711;SPC CT       -   192,273.780   279,064.601   MT  1.00000082   -0 12 12.3
 LX3711;SPC CT       -   630,818.23    915,564.45   sFT  1.00000082   -0 12 12.3
 LX3711;SPC NY L     -   114,283.709   379,126.700   MT  1.00001266   +0 37 01.0
 LX3711;SPC NY L     -   374,945.80  1,243,851.51   sFT  1.00001266   +0 37 01.0
 LX3711;UTM  18      - 4,561,886.877   662,956.839   MT  0.99992682   +1 16 48.2
 LX3711
 LX3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3711!SPC CT       -   1.00000459  x   1.00000082  =   1.00000541
 LX3711!SPC NY L     -   1.00000459  x   1.00001266  =   1.00001725
 LX3711!UTM  18      -   1.00000459  x   0.99992682  =   0.99993141
 LX3711
 LX3711:                Primary Azimuth Mark                     Grid Az
 LX3711:SPC CT       -  HAYLAND FARM WATER TANK                  016 19 18.1
 LX3711:SPC NY L     -  HAYLAND FARM WATER TANK                  015 30 04.8
 LX3711:UTM  18      -  HAYLAND FARM WATER TANK                  014 50 17.6
 LX3711
 LX3711|---------------------------------------------------------------------|
 LX3711| PID    Reference Object                     Distance      Geod. Az  |
 LX3711|                                                           dddmmss.s |
 LX3711| LX3645 HAYLAND FARM WATER TANK             APPROX. 7.5 KM 0160705.8 |
 LX3711| LX3707 PONDS BARN TURRET                   APPROX. 2.1 KM 0423742.0 |
 LX3711| LX3706 PONDS FLAGPOLE                      APPROX. 2.0 KM 0435653.2 |
 LX3711| LX3701 CROSS                               APPROX. 3.5 KM 0595104.5 |
 LX3711| CB3820 CHARLES RM 1                         10.275 METERS 08511     |
 LX3711| LX3712 CHARLES IS FLAGPOLE                 171.802 METERS 12028     |
 LX3711| CB3821 CHARLES RM 2                         11.320 METERS 15412     |
 LX3711| LX3705 MILFORD GREEN FLAGPOLE              APPROX. 3.3 KM 3570436.7 |
 LX3711| LX3704 MILFORD CONG CHURCH SPIRE           APPROX. 3.9 KM 3573204.1 |
 LX3711|---------------------------------------------------------------------|
 LX3711
 LX3711                          SUPERSEDED SURVEY CONTROL
 LX3711
 LX3711  NAD 83(1992)-  41 11 31.04774(N)    073 03 24.41104(W) AD(       ) 2
 LX3711  NAD 83(1986)-  41 11 31.05251(N)    073 03 24.41579(W) AD(       ) 2
 LX3711  NAD 27      -  41 11 30.70200(N)    073 03 26.03100(W) AD(       ) 2
 LX3711
 LX3711.Superseded values are not recommended for survey control.
 LX3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3711.See file dsdata.txt to determine how the superseded data were derived.
 LX3711
 LX3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6295761887(NAD 83)
 LX3711_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3711
 LX3711  HISTORY     - Date     Condition        Report By
 LX3711  HISTORY     - 1933     MONUMENTED       CGS
 LX3711  HISTORY     - 1949     SEE DESCRIPTION  USGS
 LX3711  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 LX3711
 LX3711                          STATION DESCRIPTION
 LX3711
 LX3711'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3711'THE STATION IS LOCATED ON A POINT ON THE NW SIDE OF CHARLES ISLAND
 LX3711'ON A 10-FOOT BLUFF ABOUT 5 METERS FROM STORM LINE AND ABOUT
 LX3711'1.5 METERS W OF A PATH THAT LEADS TO THE MAINLAND AT LOW WATER.
 LX3711'
 LX3711'REFERENCE MARK NO. 1 BEARS S 80 DEG E (MAGNETIC)
 LX3711'
 LX3711'REFERENCE MARK NO. 2 BEARS S 15 DEG E (MAGNETIC)
 LX3711'
 LX3711'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX3711'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX3711
 LX3711                          STATION RECOVERY (1949)
 LX3711
 LX3711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LX3711'STATION NOT RECOVERED.
 LX3711
 LX3711                          STATION RECOVERY (1986)
 LX3711
 LX3711'RECOVERY NOTE BY US POWER SQUADRON 1986 (RC)
 LX3711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6948 ***********************************************************************
 LX6948  DESIGNATION -  CHARLES BRAINARDS CUPOLA
 LX6948  PID         -  LX6948
 LX6948  STATE/COUNTY-  CT/MIDDLESEX
 LX6948  USGS QUAD   -  MIDDLETOWN (1992)
 LX6948
 LX6948                         *CURRENT SURVEY CONTROL
 LX6948  ___________________________________________________________________
 LX6948* NAD 83(1996)-  41 32 28.48523(N)    072 38 31.55495(W)     ADJUSTED  
 LX6948* NAVD 88     -                                                        
 LX6948  ___________________________________________________________________
 LX6948  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX6948  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX6948
 LX6948  HORZ ORDER  -  THIRD
 LX6948
 LX6948.The horizontal coordinates were established by classical geodetic methods
 LX6948.and adjusted by the National Geodetic Survey in August 1998..
 LX6948
 LX6948
 LX6948.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6948
 LX6948.The geoid height was determined by GEOID03.
 LX6948
 LX6948;                    North         East     Units Scale Factor Converg.
 LX6948;SPC CT       -   231,025.547   313,804.091   MT  0.99998315   +0 04 17.6
 LX6948;SPC CT       -   757,956.32  1,029,538.92   sFT  0.99998315   +0 04 17.6
 LX6948;UTM  18      - 4,601,527.922   696,678.856   MT  1.00007606   +1 33 51.0
 LX6948
 LX6948                          SUPERSEDED SURVEY CONTROL
 LX6948
 LX6948  NAD 83(1992)-  41 32 28.48452(N)    072 38 31.55491(W) AD(       ) 4
 LX6948  NAD 83(1986)-  41 32 28.48654(N)    072 38 31.55695(W) AD(       ) 4
 LX6948  NAD 27      -  41 32 28.12800(N)    072 38 33.22500(W) AD(       ) 3
 LX6948
 LX6948.Superseded values are not recommended for survey control.
 LX6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6948.See file dsdata.txt to determine how the superseded data were derived.
 LX6948
 LX6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9667901528(NAD 83)
 LX6948
 LX6948  HISTORY     - Date     Condition        Report By
 LX6948  HISTORY     - 1935     MONUMENTED       CGS
 LX6948  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 LX6948
 LX6948                          STATION DESCRIPTION
 LX6948
 LX6948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6948'THE HOME OF CHARLES BRAINARD IS ON THE E SIDE OF THE RIDGE
 LX6948'ROAD JUST S OF RUSSEL STREET IN MIDDLETOWN.  THE HOUSE IS
 LX6948'A 2-1/2 STORY FRAME BUILDING WITH TWO DORMERS ON THE W SIDE,
 LX6948'THREE ON THE N SIDE, TWO ON THE S AND E SIDES.  THE CUPOLA
 LX6948'IS SQUARE, AND HAS TWO ARCHED WINDOWS IN EACH SIDE.  THE ROOF
 LX6948'OF THE CUPOLA IS RED METAL.  THERE IS A SMALL WHITE WOODEN
 LX6948'BALL AT THE APEX OF THE CUPOLA.
 LX6948'
 LX6948'THE STATION IS THE APEX OF THE CUPOLA.  HEIGHT ABOUT 60 FEET.
 LX6948
 LX6948                          STATION RECOVERY (1997)
 LX6948
 LX6948'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3712 ***********************************************************************
 LX3712  DESIGNATION -  CHARLES IS FLAGPOLE
 LX3712  PID         -  LX3712
 LX3712  STATE/COUNTY-  CT/NEW HAVEN
 LX3712  USGS QUAD   -  MILFORD (1984)
 LX3712
 LX3712                         *CURRENT SURVEY CONTROL
 LX3712  ___________________________________________________________________
 LX3712* NAD 83(1996)-  41 11 28.22446(N)    073 03 18.05742(W)     ADJUSTED  
 LX3712* NAVD 88     -                                                        
 LX3712  ___________________________________________________________________
 LX3712  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX3712  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX3712
 LX3712  HORZ ORDER  -  THIRD
 LX3712
 LX3712.The horizontal coordinates were established by classical geodetic methods
 LX3712.and adjusted by the National Geodetic Survey in August 1998..
 LX3712
 LX3712
 LX3712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3712
 LX3712.The geoid height was determined by GEOID03.
 LX3712
 LX3712;                    North         East     Units Scale Factor Converg.
 LX3712;SPC CT       -   192,186.124   279,212.358   MT  1.00000090   -0 12 08.1
 LX3712;SPC CT       -   630,530.64    916,049.21   sFT  1.00000090   -0 12 08.1
 LX3712;SPC NY L     -   114,198.177   379,275.700   MT  1.00001258   +0 37 05.1
 LX3712;SPC NY L     -   374,665.19  1,244,340.36   sFT  1.00001258   +0 37 05.1
 LX3712;UTM  18      - 4,561,803.082   663,106.805   MT  0.99992743   +1 16 52.3
 LX3712
 LX3712                          SUPERSEDED SURVEY CONTROL
 LX3712
 LX3712  NAD 83(1992)-  41 11 28.22330(N)    073 03 18.05708(W) AD(       ) 4
 LX3712  NAD 83(1986)-  41 11 28.22809(N)    073 03 18.06185(W) AD(       ) 4
 LX3712  NAD 27      -  41 11 27.86900(N)    073 03 19.66600(W) AD(       ) 3
 LX3712
 LX3712.Superseded values are not recommended for survey control.
 LX3712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3712.See file dsdata.txt to determine how the superseded data were derived.
 LX3712
 LX3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6310761803(NAD 83)
 LX3712
 LX3712  HISTORY     - Date     Condition        Report By
 LX3712  HISTORY     - 1933     MONUMENTED       CGS
 LX3712  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3712
 LX3712                          STATION DESCRIPTION
 LX3712
 LX3712'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3712'THIS POLE IS A SIGNAL STATION ERECTED AND MAINTAINED BY
 LX3712'THE CONNECTICUT SHELL FISH COMMISSION.  IT IS LOCATED TOWARDS
 LX3712'THE EASTERLY SIDE OF THE HIGH PART OF CHARLES ISLAND.  IT BEARS
 LX3712'SE (MAGNETIC) ABOUT 180 METERS DISTANT FROM THE END OF THE
 LX3712'FOOTPATH ACROSS THE BAR FROM THE MAINLAND.  DISTANCE FROM CHARLES
 LX3712'171.8 M.
 LX3712'
 LX3712'THE POLE IS SET IN THE MIDDLE OF A FLAT CIRCULAR MASS OF
 LX3712'CONCRETE ABOUT 6 FEET IN DIAMETER.  THE CONCRETE IS MARKED 1931.  ON
 LX3712'AN 8-FOOT RADIUS FROM THE BASE OF THE POLE ARE THREE CONCRETE
 LX3712'FOOTINGS.  THESE WERE USED FOR SUPPORTING THE OLD S.F.C. SIGNAL
 LX3712'CHARLES, TRIPOD.  EACH FOOTING IS MARKED CONN. S.F. COMM. 1917.
 LX3712'
 LX3712'THE POLE IS A SINGLE STICK WITH CROSS-ARMS AND SIGNAL HALYARDS
 LX3712'ABOUT TWO-THIRDS OF THE WAY UP.  CENTER IS THE CENTER LINE OF THE
 LX3712'POLE.
 LX3712
 LX3712                          STATION RECOVERY (1961)
 LX3712
 LX3712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3712'RECOVERED IN EXCELLENT CONDITION, AS DESCRIBED, WITH MINOR
 LX3712'EXCEPTIONS, AS FOLLOWS--OLDER, FLAT CIRCULAR MASS OF CONCRETE,
 LX3712'ABOUT 6 FT. IN DIAMETER, MARKED 1931, HAS BEEN COVERED BY ANOTHER
 LX3712'FLAT CIRCULAR MASS OF CONCRETE, ABOUT 5 FT. IN DIAMETER, MARKED
 LX3712'1938.  ON AN 8 FT. RADIUS FROM BASE OF THE POLE, ARE FOUR (NOT
 LX3712'THREE) CONCRETE FOOTINGS, EACH MARKED, CONN. S.F. COMM. 1917.
 LX3712'THESE ARE, FROM THE POLE, ABOUT 90 DEG APART (EVIDENTLY, THE OLD
 LX3712'CHARLES TRIPOD WAS A QUADRAPOD).  EACH FOOTING HAS A CLEAN,
 LX3712'SHARPLY DEFINED, 2 IN X 4 IN, RECTANGULAR HOLE, ABOUT 8
 LX3712'INCHES DEEP, INCLINED TOWARD THE POLE, AT AN ANGLE OF ABOUT 45 DEG
 LX3712'FROM THE VERTIVAL.  TODAY, NO BRACING TIMBERS EXTEND FROM
 LX3712'THESE FOOTINGS TOWARD THE POLE.
 LX3712'
 LX3712'LATTER, IN EXCELLENT CONDITION, PAINTED WHITE, 1 FT. IN DIAMETER,
 LX3712'AND APPROX. 40 FT. HIGH, IS SURMOUNTED BY AN 18 FT., SMALLER
 LX3712'DIAMETER, TOPMAST, HAVING A 6 FT. OVERLAP ON THE POLE.  TOTAL
 LX3712'HEIGHT IS ABOUT 52 FT. ABOVE GROUND LEVEL.  TOPMAST PAINTED WITH 2
 LX3712'FT. HIGH BANDS, OF ALTERNATING BLACK AND YELLOW.  BLACK ON
 LX3712'TOP.  (THERE ARE 3 BLACK AND 3 YELLOW).  CENTER OF TOPMAST
 LX3712'IS ABOUT 10 INCHES TO THE W OF CENTER OF MAIN POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3713 ***********************************************************************
 LX3713  DESIGNATION -  CHARLES IS ST THOMAS CHAPEL
 LX3713  PID         -  LX3713
 LX3713  STATE/COUNTY-  CT/NEW HAVEN
 LX3713  USGS QUAD   -  MILFORD (1984)
 LX3713
 LX3713                         *CURRENT SURVEY CONTROL
 LX3713  ___________________________________________________________________
 LX3713* NAD 83(1996)-  41 11 26.09937(N)    073 03 14.18604(W)     ADJUSTED  
 LX3713* NAVD 88     -                                                        
 LX3713  ___________________________________________________________________
 LX3713  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LX3713  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX3713
 LX3713  HORZ ORDER  -  THIRD
 LX3713
 LX3713.The horizontal coordinates were established by classical geodetic methods
 LX3713.and adjusted by the National Geodetic Survey in August 1998..
 LX3713
 LX3713
 LX3713.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3713
 LX3713.The geoid height was determined by GEOID03.
 LX3713
 LX3713;                    North         East     Units Scale Factor Converg.
 LX3713;SPC CT       -   192,120.249   279,302.343   MT  1.00000096   -0 12 05.5
 LX3713;SPC CT       -   630,314.52    916,344.44   sFT  1.00000096   -0 12 05.5
 LX3713;SPC NY L     -   114,133.596   379,366.619   MT  1.00001252   +0 37 07.7
 LX3713;SPC NY L     -   374,453.31  1,244,638.65   sFT  1.00001252   +0 37 07.7
 LX3713;UTM  18      - 4,561,739.563   663,198.458   MT  0.99992779   +1 16 54.8
 LX3713
 LX3713                          SUPERSEDED SURVEY CONTROL
 LX3713
 LX3713  NAD 83(1992)-  41 11 26.09821(N)    073 03 14.18571(W) AD(       ) 4
 LX3713  NAD 83(1986)-  41 11 26.10305(N)    073 03 14.19049(W) AD(       ) 4
 LX3713  NAD 27      -  41 11 25.75200(N)    073 03 15.80600(W) AD(       ) 3
 LX3713
 LX3713.Superseded values are not recommended for survey control.
 LX3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3713.See file dsdata.txt to determine how the superseded data were derived.
 LX3713
 LX3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6319861740(NAD 83)
 LX3713
 LX3713  HISTORY     - Date     Condition        Report By
 LX3713  HISTORY     - 1933     MONUMENTED       CGS
 LX3713  HISTORY     - 1951     SEE DESCRIPTION  USGS
 LX3713
 LX3713                          STATION DESCRIPTION
 LX3713
 LX3713'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3713'THIS STATION IS ON THE TOWER OF THE CHAPEL AT THE RETREAT
 LX3713'MAINTAINED BY THE DOMINICAN FATHERS ON CHARLES ISLAND.  THE
 LX3713'CHAPEL IS LOCATED ON THE SOUTHEASTERLY SHORE OF THE ISLAND, THE
 LX3713'REAR OF THE CHURCH BEING ABOUT 11.5 METERS INSIDE THE SEA WALL.
 LX3713'
 LX3713'THE MAIN WALLS OF THE CHAPEL ARE OF COBBLE MASONRY.  THE
 LX3713'TOWER IS AT THE NW END OF THE BUILDING ABOUT 2.3 METERS INSIDE
 LX3713'THE WALL.  THE SHINGLED SIDES OF THE TOWER RISE STRAIGHT FOR
 LX3713'ABOUT 10 FEET ABOVE THE RIDGE POLE.  THE TOWER ROOF IS PYRAMIDAL
 LX3713'WITH A WHITE WOODEN CROSS AT THE APEX.  IN EACH SIDE OF THE ROOF
 LX3713'THERE IS A SEMI-CIRCULAR WINDOW WITH A SMALLER WHITE CROSS ABOVE
 LX3713'IT.
 LX3713'
 LX3713'CENTER IS THE CENTER LINE OF THE VERTICAL MEMBER OF THE
 LX3713'CROSS AT THE APEX OF THE ROOF.
 LX3713
 LX3713                          STATION RECOVERY (1951)
 LX3713
 LX3713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LX3713'ALL BUILDINGS ON CHARLES ISLAND HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6952 ***********************************************************************
 LX6952  DESIGNATION -  CHATHAMS ELEVATED TANK
 LX6952  PID         -  LX6952
 LX6952  STATE/COUNTY-  CT/MIDDLESEX
 LX6952  USGS QUAD   -  MIDDLETOWN (1992)
 LX6952
 LX6952                         *CURRENT SURVEY CONTROL
 LX6952  ___________________________________________________________________
 LX6952* NAD 83(1996)-  41 34 12.88617(N)    072 38 24.83805(W)     ADJUSTED  
 LX6952* NAVD 88     -                                                        
 LX6952  ___________________________________________________________________
 LX6952  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX6952  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6952
 LX6952  HORZ ORDER  -  THIRD
 LX6952
 LX6952.The horizontal coordinates were established by classical geodetic methods
 LX6952.and adjusted by the National Geodetic Survey in August 1998..
 LX6952
 LX6952
 LX6952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6952
 LX6952.The geoid height was determined by GEOID03.
 LX6952
 LX6952;                    North         East     Units Scale Factor Converg.
 LX6952;SPC CT       -   234,246.590   313,955.685   MT  0.99998334   +0 04 22.0
 LX6952;SPC CT       -   768,524.02  1,030,036.28   sFT  0.99998334   +0 04 22.0
 LX6952;UTM  18      - 4,604,752.121   696,746.478   MT  1.00007638   +1 33 58.7
 LX6952
 LX6952                          SUPERSEDED SURVEY CONTROL
 LX6952
 LX6952  NAD 83(1992)-  41 34 12.88550(N)    072 38 24.83804(W) AD(       ) 4
 LX6952  NAD 83(1986)-  41 34 12.88744(N)    072 38 24.83994(W) AD(       ) 4
 LX6952  NAD 27      -  41 34 12.53000(N)    072 38 26.51000(W) AD(       ) 3
 LX6952
 LX6952.Superseded values are not recommended for survey control.
 LX6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6952.See file dsdata.txt to determine how the superseded data were derived.
 LX6952
 LX6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9674604752(NAD 83)
 LX6952
 LX6952  HISTORY     - Date     Condition        Report By
 LX6952  HISTORY     - 1935     MONUMENTED       CGS
 LX6952  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6952  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6952  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 LX6952
 LX6952                          STATION DESCRIPTION
 LX6952
 LX6952'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6952'THE PLANT OF CHATHAM MANUFACTURING COMPANY IS S OF MAIN STREET
 LX6952'IN THE WESTERN PART OF THE VILLAGE OF PORTLAND AND E OF THE
 LX6952'HIGHWAY BRIDGE ACROSS THE CONNECTICUT RIVER.
 LX6952'
 LX6952'THE TANK IS A CIRCULAR STRUCTURE WITH A CONICAL ROOF AND IS
 LX6952'SUPPORTED ON FOUR BUILT-UP H-SECTION COLUMNS.  THERE IS AN
 LX6952'OCTAGONAL RAILED BALCONY AROUND THE BASE OF THE TANK.  THE
 LX6952'VERTICAL WATER COLUMN IS SQUARE AND COVERED WITH WOOD.
 LX6952'
 LX6952'THE STATION IS THE APEX OF THE TANK.  HEIGHT ABOUT 80 FEET.
 LX6952
 LX6952                          STATION RECOVERY (1948)
 LX6952
 LX6952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6952'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH THE
 LX6952'FOLLOWING EXCEPTION--PROPERTY AND TANK NOW OWNED BY STANDARD
 LX6952'KNAPP.
 LX6952
 LX6952                          STATION RECOVERY (1969)
 LX6952
 LX6952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6952'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6952'IS ADEQUATE WITH THE FOLLOWING CHANGES--THE VERTICAL WATER
 LX6952'COLUMN IS NO LONGER SQUARE AND COVERED WITH WOOD, BUT IS NOW
 LX6952'A CIRCULAR, VERTICAL, CYLINDRICAL, STEEL WATER COLUMN WHICH IS
 LX6952'PAINTED SILVER.  PROPERTY AND TANK NOW OWNED BY CONTINENTAL CAN
 LX6952'COMPANY.
 LX6952'
 LX6952'THE ATTACHED RECOVERY CARD WAS SUBMITTED IN 1969 FOR THE
 LX6952'SUBJECT, INTERSECTED TRIANGULATION STATION.  THE TANK IDENTIFIED
 LX6952'BY THE FIELD PARTY AND COMPILED BY THE ATLANTIC MARINE CENTER
 LX6952'IS LOCATED ABOUT 67 METERS SOUTH OF THE STATION.  THERE IS
 LX6952'NO LONGER A TANK OF ANY DESCRIPTION ON PHOTOGRAPHS AT THE
 LX6952'PLOTTED POSITION OF THE STATION.
 LX6952
 LX6952                          STATION RECOVERY (1997)
 LX6952
 LX6952'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0686 ***********************************************************************
 LX0686  DESIGNATION -  CHECK
 LX0686  PID         -  LX0686
 LX0686  STATE/COUNTY-  CT/LITCHFIELD
 LX0686  USGS QUAD   -  KENT (1971)
 LX0686
 LX0686                         *CURRENT SURVEY CONTROL
 LX0686  ___________________________________________________________________
 LX0686* NAD 83(1986)-  41 44 30.     (N)    073 29 54.     (W)     SCALED    
 LX0686* NAVD 88     -       125.805  (meters)     412.75   (feet)  ADJUSTED  
 LX0686  ___________________________________________________________________
 LX0686  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX0686  DYNAMIC HT  -         125.761 (meters)     412.60  (feet)  COMP
 LX0686  MODELED GRAV-     980,264.0   (mgal)                       NAVD 88
 LX0686
 LX0686  VERT ORDER  -  SECOND    CLASS 0
 LX0686
 LX0686.The horizontal coordinates were scaled from a topographic map and have
 LX0686.an estimated accuracy of +/- 6 seconds.
 LX0686
 LX0686.The orthometric height was determined by differential leveling
 LX0686.and adjusted by the National Geodetic Survey in June 1991..
 LX0686
 LX0686.The geoid height was determined by GEOID03.
 LX0686
 LX0686.The dynamic height is computed by dividing the NAVD 88
 LX0686.geopotential number by the normal gravity value computed on the
 LX0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0686.degrees latitude (g = 980.6199 gals.).
 LX0686
 LX0686.The modeled gravity was interpolated from observed gravity values.
 LX0686
 LX0686;                    North         East    Units  Estimated Accuracy
 LX0686;SPC CT       -   253,550.      242,550.      MT  (+/- 180 meters Scaled)
 LX0686
 LX0686                          SUPERSEDED SURVEY CONTROL
 LX0686
 LX0686  NGVD 29 (??/??/92)  126.063  (m)          413.59   (f) ADJ UNCH    2 0
 LX0686
 LX0686.Superseded values are not recommended for survey control.
 LX0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0686.See file dsdata.txt to determine how the superseded data were derived.
 LX0686
 LX0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM248221(NAD 83)
 LX0686_MARKER: DB = BENCH MARK DISK
 LX0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0686_SP_SET: BRIDGE
 LX0686_STAMPING: CHECK 1935
 LX0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0686
 LX0686  HISTORY     - Date     Condition        Report By
 LX0686  HISTORY     - 1935     MONUMENTED       CGS
 LX0686
 LX0686                          STATION DESCRIPTION
 LX0686
 LX0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0686'1.9 MI NW FROM KENT.
 LX0686'1.9 MILES NORTHWEST ALONG THE SOUTH AMENIA ROAD FROM KENT,
 LX0686'LITCHFIELD COUNTY, AT MACEDONIA, 200 FEET EAST OF THE JUNCTION
 LX0686'OF THE ROAD LEADING TO RED HORSE RANCH, 60 FEET NORTH OF A
 LX0686'TWO-STORY SHINGLE DWELLING, 60 FEET SOUTH OF A WHITE TWO-STORY
 LX0686'DWELLING, 40 FEET EAST OF POWER-POLE 1002, IN THE NORTHWEST
 LX0686'WINGWALL OF A 20-FOOT CONCRETE HIGHWAY BRIDGE, 18 FEET WEST OF
 LX0686'THE CENTERLINE OF THE ROAD, AND 1 FOOT LOWER THAN THE ROAD.  A
 LX0686'STANDARD DISK, STAMPED CHECK 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5920 ***********************************************************************
 LX5920  DESIGNATION -  CHENEYS CHIMNEY
 LX5920  PID         -  LX5920
 LX5920  STATE/COUNTY-  CT/MIDDLESEX
 LX5920  USGS QUAD   -  ESSEX (1977)
 LX5920
 LX5920                         *CURRENT SURVEY CONTROL
 LX5920  ___________________________________________________________________
 LX5920* NAD 83(1996)-  41 21 08.42084(N)    072 23 46.60495(W)     ADJUSTED  
 LX5920* NAVD 88     -                                                        
 LX5920  ___________________________________________________________________
 LX5920  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX5920  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5920
 LX5920  HORZ ORDER  -  THIRD
 LX5920
 LX5920.The horizontal coordinates were established by classical geodetic methods
 LX5920.and adjusted by the National Geodetic Survey in August 1998..
 LX5920
 LX5920
 LX5920.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5920
 LX5920.The geoid height was determined by GEOID03.
 LX5920
 LX5920;                    North         East     Units Scale Factor Converg.
 LX5920;SPC CT       -   210,100.362   334,401.499   MT  0.99998812   +0 14 04.3
 LX5920;SPC CT       -   689,304.27  1,097,115.58   sFT  0.99998812   +0 14 04.3
 LX5920;UTM  18      - 4,581,142.307   717,816.316   MT  1.00018392   +1 43 15.3
 LX5920
 LX5920                          SUPERSEDED SURVEY CONTROL
 LX5920
 LX5920  NAD 83(1992)-  41 21 08.41991(N)    072 23 46.60464(W) AD(       ) 4
 LX5920  NAD 83(1986)-  41 21 08.42179(N)    072 23 46.60786(W) AD(       ) 4
 LX5920  NAD 27      -  41 21 08.06500(N)    072 23 48.31200(W) AD(       ) 3
 LX5920
 LX5920.Superseded values are not recommended for survey control.
 LX5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5920.See file dsdata.txt to determine how the superseded data were derived.
 LX5920
 LX5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1781681142(NAD 83)
 LX5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5920+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5920
 LX5920  HISTORY     - Date     Condition        Report By
 LX5920  HISTORY     - 1934     MONUMENTED       CGS
 LX5920  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5920  HISTORY     - 1984     GOOD             USPSQD
 LX5920  HISTORY     - 19980314 GOOD             USPSQD
 LX5920  HISTORY     - 20040101 GOOD             USPSQD
 LX5920
 LX5920                          STATION DESCRIPTION
 LX5920
 LX5920'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5920'THE RESIDENCE OF MRS. GEORGE CHENEY IS LOCATED ABOUT 145 METERS
 LX5920'S OF WEST AVENUE IN THE WESTERN PART OF THE VILLAGE OF ESSEX.
 LX5920'
 LX5920'THE MAIN PART OF THE HOUSE IS 3-STORIES HIGH WITH GABLES FACING
 LX5920'N AND S.  THERE IS AN INTERSECTING SECTION, ABOUT 30 FEET FROM
 LX5920'THE S END, WITH GABLES FACING E AND W.
 LX5920'
 LX5920'THE WHITE WOODEN SHINGLES OF THE SIDES AND THE LIGHT COLORED
 LX5920'COMPOSITION ROOF MAKE THE HOUSE CONSPICUOUS.  ALL WINDOWS HAVE
 LX5920'GREEN SHUTTERS.
 LX5920'
 LX5920'TWO WHITE CHIMNEYS SHOW--ONE NEAR THE N GABLE END AND ONE AT THE
 LX5920'INTERSECTION OF THE RIDGEPOLES.
 LX5920'
 LX5920'CENTER IS THE CENTER LINE OF THE LATTER CHIMNEY.
 LX5920
 LX5920                          STATION RECOVERY (1961)
 LX5920
 LX5920'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5920'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY
 LX5920'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX5920
 LX5920                          STATION RECOVERY (1984)
 LX5920
 LX5920'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5920'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5920'ACCURATE.
 LX5920
 LX5920                          STATION RECOVERY (1998)
 LX5920
 LX5920'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5920'RECOVERED IN GOOD CONDITION.
 LX5920
 LX5920                          STATION RECOVERY (2004)
 LX5920
 LX5920'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3327 ***********************************************************************
 LW3327  DESIGNATION -  CHESBRO
 LW3327  PID         -  LW3327
 LW3327  STATE/COUNTY-  CT/NEW LONDON
 LW3327  USGS QUAD   -  WATCH HILL (1984)
 LW3327
 LW3327                         *CURRENT SURVEY CONTROL
 LW3327  ___________________________________________________________________
 LW3327* NAD 83(1996)-  41 20 22.78076(N)    071 50 06.80661(W)     ADJUSTED  
 LW3327* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LW3327  ___________________________________________________________________
 LW3327  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 LW3327  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW3327
 LW3327  HORZ ORDER  -  THIRD
 LW3327
 LW3327.The horizontal coordinates were established by classical geodetic methods
 LW3327.and adjusted by the National Geodetic Survey in August 1998..
 LW3327
 LW3327.The orthometric height was scaled from a topographic map.
 LW3327
 LW3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3327
 LW3327.The geoid height was determined by GEOID03.
 LW3327
 LW3327;                    North         East     Units Scale Factor Converg.
 LW3327;SPC CT       -   209,037.069   381,366.705   MT  0.99998884   +0 36 23.6
 LW3327;SPC CT       -   685,815.78  1,251,200.60   sFT  0.99998884   +0 36 23.6
 LW3327;SPC RI       -    28,521.313    71,941.303   MT  1.00000343   -0 13 17.1
 LW3327;SPC RI       -    93,573.67    236,027.42   sFT  1.00000343   -0 13 17.1
 LW3327;SPC NY L     -   132,500.724   481,182.849   MT  1.00003136   +1 24 57.4
 LW3327;SPC NY L     -   434,712.79  1,578,680.73   sFT  1.00003136   +1 24 57.4
 LW3327;UTM  19      - 4,580,342.477   262,769.099   MT  1.00029266   -1 52 25.0
 LW3327
 LW3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3327!SPC CT       -   1.00000375  x   0.99998884  =   0.99999259
 LW3327!SPC RI       -   1.00000375  x   1.00000343  =   1.00000718
 LW3327!SPC NY L     -   1.00000375  x   1.00003136  =   1.00003511
 LW3327!UTM  19      -   1.00000375  x   1.00029266  =   1.00029641
 LW3327
 LW3327:                Primary Azimuth Mark                     Grid Az
 LW3327:SPC CT       -  SUNNYLANDS CHIMNEY                       058 01 09.2
 LW3327:SPC RI       -  SUNNYLANDS CHIMNEY                       058 50 49.9
 LW3327:SPC NY L     -  SUNNYLANDS CHIMNEY                       057 12 35.4
 LW3327:UTM  19      -  SUNNYLANDS CHIMNEY                       060 29 57.8
 LW3327
 LW3327|---------------------------------------------------------------------|
 LW3327| PID    Reference Object                     Distance      Geod. Az  |
 LW3327|                                                           dddmmss.s |
 LW3327| LW3292 SUNNYLANDS CHIMNEY                  APPROX. 1.0 KM 0583732.8 |
 LW3327| LW3277 FORT HILL NEW TANK                  APPROX. 1.5 KM 0950203.3 |
 LW3327| LW3291 OWENS CUPOLA                        APPROX. 0.7 KM 1280302.8 |
 LW3327| LW3329 MOORES CUPOLA                       424.161 METERS 1742456.7 |
 LW3327| LW3328 4 EAST                              402.367 METERS 1762725.3 |
 LW3327| CB7195 CHESBRO RM 1                         26.930 METERS 23817     |
 LW3327| CB7196 CHESBRO RM 2                         11.150 METERS 28718     |
 LW3327|---------------------------------------------------------------------|
 LW3327
 LW3327                          SUPERSEDED SURVEY CONTROL
 LW3327
 LW3327  NAD 83(1992)-  41 20 22.77944(N)    071 50 06.80582(W) AD(       ) 3
 LW3327  NAD 83(1986)-  41 20 22.77859(N)    071 50 06.80801(W) AD(       ) 3
 LW3327  NAD 27      -  41 20 22.42600(N)    071 50 08.56400(W) AD(       ) 3
 LW3327
 LW3327.Superseded values are not recommended for survey control.
 LW3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3327.See file dsdata.txt to determine how the superseded data were derived.
 LW3327
 LW3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6276980342(NAD 83)
 LW3327_MARKER: DS = TRIANGULATION STATION DISK
 LW3327_SETTING: 66 = SET IN ROCK OUTCROP
 LW3327_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3327+STABILITY: POSITION/ELEVATION WELL
 LW3327
 LW3327  HISTORY     - Date     Condition        Report By
 LW3327  HISTORY     - 1934     MONUMENTED       CGS
 LW3327  HISTORY     - 1954     GOOD             CGS
 LW3327  HISTORY     - 1988     GOOD             USPSQD
 LW3327  HISTORY     - 19900823 MARK NOT FOUND   USPSQD
 LW3327
 LW3327                          STATION DESCRIPTION
 LW3327
 LW3327'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3327'THE STATION IS LOCATED ON THE W BANK OF THE PAWCATUCK RIVER, 2.7
 LW3327'MILES S OF UNITED STATES HIGHWAY NO.1, AND 60 METERS E OF THE
 LW3327'ROAD ALONG THE RIVER.  THE STATION IS MARKED BY A STANDARD DISC
 LW3327'SET IN A DRILL HOLE IN THE LEDGE ON TOP OF THE HILL AND ABOUT 150
 LW3327'FEET WESTERLY OF THE SHORE LINE.
 LW3327'
 LW3327'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3327'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LW3327'NO.1 AND NO.2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING
 LW3327'BEDROCK AS DESCRIBED IN NOTE 12A.
 LW3327'
 LW3327'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3327'HOLES IN LEDGE SOUTHWESTERLY AND WESTERLY OF THE STATION
 LW3327'RESPECTIVELY.  DISTANCE REFERENCE MARK NO.1 TO REFERENCE MARK
 LW3327'NO.2 21.35 METERS.
 LW3327'
 LW3327'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3327
 LW3327                          STATION RECOVERY (1954)
 LW3327
 LW3327'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3327'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3327'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3327'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW3327'WITH THE FOLLOWING ADDITIONS--
 LW3327'
 LW3327'STATION MARK IS STAMPED CHESBRO 1934.
 LW3327'
 LW3327'REFERENCE MARK 1 IS STAMPED CHESBRO NO 1 1934.
 LW3327'
 LW3327'REFERENCE MARK 2 IS STAMPED CHESBRO NO 2 1934.
 LW3327
 LW3327                          STATION RECOVERY (1988)
 LW3327
 LW3327'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW3327'RECOVERED IN GOOD CONDITION.
 LW3327
 LW3327                          STATION RECOVERY (1990)
 LW3327
 LW3327'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6547 ***********************************************************************
 LX6547  DESIGNATION -  CHESHIRE ATT MICROWAVE
 LX6547  PID         -  LX6547
 LX6547  STATE/COUNTY-  CT/NEW HAVEN
 LX6547  USGS QUAD   -  MOUNT CARMEL (1984)
 LX6547
 LX6547                         *CURRENT SURVEY CONTROL
 LX6547  ___________________________________________________________________
 LX6547* NAD 83(1996)-  41 29 14.89419(N)    072 55 45.62660(W)     ADJUSTED  
 LX6547* NAVD 88     -                                                        
 LX6547  ___________________________________________________________________
 LX6547  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LX6547  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6547
 LX6547  HORZ ORDER  -  THIRD
 LX6547
 LX6547.The horizontal coordinates were established by classical geodetic methods
 LX6547.and adjusted by the National Geodetic Survey in August 1998..
 LX6547
 LX6547
 LX6547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6547
 LX6547.The geoid height was determined by GEOID03.
 LX6547
 LX6547;                    North         East     Units Scale Factor Converg.
 LX6547;SPC CT       -   225,063.076   289,823.719   MT  0.99998346   -0 07 08.1
 LX6547;SPC CT       -   738,394.44    950,863.32   sFT  0.99998346   -0 07 08.1
 LX6547;UTM  18      - 4,594,942.939   672,860.941   MT  0.99996774   +1 22 19.4
 LX6547
 LX6547                          SUPERSEDED SURVEY CONTROL
 LX6547
 LX6547  NAD 83(1992)-  41 29 14.89338(N)    072 55 45.62669(W) AD(       ) 4
 LX6547  NAD 83(1986)-  41 29 14.89556(N)    072 55 45.62876(W) AD(       ) 4
 LX6547  NAD 27      -  41 29 14.55009(N)    072 55 47.25571(W) AD(       ) 3
 LX6547
 LX6547.Superseded values are not recommended for survey control.
 LX6547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6547.See file dsdata.txt to determine how the superseded data were derived.
 LX6547
 LX6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7286194943(NAD 83)
 LX6547_MARKER: 45 = MICROWAVE TOWER
 LX6547
 LX6547  HISTORY     - Date     Condition        Report By
 LX6547  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX6547
 LX6547                          STATION DESCRIPTION
 LX6547
 LX6547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6547'THE STATION, THE LIGHT ON A POLE, NOT CENTERED ATOP THE RED
 LX6547'AND WHITE 4 LEGGED, CHESHIRE AMERICAN TELEPHONE AND TELEGRAPH
 LX6547'MICROWAVE TOWER, THAT IS APPROXIMATELY 64 METERS
 LX6547'(210 FT) HIGH, WITH TWO FANS AT THE TOP FACING EAST.
 LX6547'
 LX6547'THE STATION IS LOCATED 2.4 KM (1.5 MI) SOUTHWEST OF CHESHIRE,
 LX6547'2.4 KM (1.5 MI) EAST OF STATE HIGHWAY 10, 30.5 METERS (100 FT)
 LX6547'SOUTH OF HIGGINS ROAD.
 LX6547'OWNERSHIP--CHESHIRE AMERICAN TELEPHONE AND TELEGRAPH,
 LX6547'LONG LINES DIVISION, CHESHIRE CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6073 ***********************************************************************
 LX6073  DESIGNATION -  CHESTER BAP CHURCH TOWER
 LX6073  PID         -  LX6073
 LX6073  STATE/COUNTY-  CT/MIDDLESEX
 LX6073  USGS QUAD   -  DEEP RIVER (1971)
 LX6073
 LX6073                         *CURRENT SURVEY CONTROL
 LX6073  ___________________________________________________________________
 LX6073* NAD 83(1996)-  41 24 03.34949(N)    072 27 16.50866(W)     ADJUSTED  
 LX6073* NAVD 88     -                                                        
 LX6073  ___________________________________________________________________
 LX6073  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 LX6073  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX6073
 LX6073  HORZ ORDER  -  THIRD
 LX6073
 LX6073.The horizontal coordinates were established by classical geodetic methods
 LX6073.and adjusted by the National Geodetic Survey in August 1998..
 LX6073
 LX6073
 LX6073.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6073
 LX6073.The geoid height was determined by GEOID03.
 LX6073
 LX6073;                    North         East     Units Scale Factor Converg.
 LX6073;SPC CT       -   215,478.539   329,503.724   MT  0.99998581   +0 11 45.2
 LX6073;SPC CT       -   706,949.17  1,081,046.80   sFT  0.99998581   +0 11 45.2
 LX6073;UTM  18      - 4,586,392.517   712,779.678   MT  1.00015722   +1 41 02.3
 LX6073
 LX6073                          SUPERSEDED SURVEY CONTROL
 LX6073
 LX6073  NAD 83(1992)-  41 24 03.34863(N)    072 27 16.50839(W) AD(       ) 4
 LX6073  NAD 83(1986)-  41 24 03.35049(N)    072 27 16.51132(W) AD(       ) 4
 LX6073  NAD 27      -  41 24 02.99100(N)    072 27 18.20800(W) AD(       ) 3
 LX6073
 LX6073.Superseded values are not recommended for survey control.
 LX6073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6073.See file dsdata.txt to determine how the superseded data were derived.
 LX6073
 LX6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1278086393(NAD 83)
 LX6073
 LX6073  HISTORY     - Date     Condition        Report By
 LX6073  HISTORY     - 1934     MONUMENTED       CGS
 LX6073  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6073  HISTORY     - 1984     GOOD             USPSQD
 LX6073  HISTORY     - 19950730 GOOD             USPSQD
 LX6073
 LX6073                          STATION DESCRIPTION
 LX6073
 LX6073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6073'THE BAPTIST CHURCH IS ON THE S SIDE OF WEST MAIN STREET ABOUT
 LX6073'1/4 MILE W OF CHESTER SQUARE.  ONLY A SHORT PRIVATE DRIVEWAY
 LX6073'SEPARATES THE CHURCH LAWN FROM THE CONGREGATIONAL PROPERTY.
 LX6073'
 LX6073'THE N END OF THE BUILDING IS BOARDED SMOOTH WITH SOME
 LX6073'MASSIVE ORNAMENTATION AROUND THE ENTRY.  THE FIRST SECTION OF
 LX6073'THE TOWER IS PLAIN AND ABOUT 15 FEET HIGH.  ABOVE IS THE SQUARE
 LX6073'BELFRY.  THEN A PLAIN SECTION WITH BLANK ROUND ARCHES.
 LX6073'
 LX6073'THE TOWER ROOF IS BLACK AND IS A SOMEWHAT MODIFIED DOME.  A
 LX6073'HEAVY WOODEN FINIAL, AT THE APEX OF THE ROOF, SUPPORTS A
 LX6073'WEATHER VANE.
 LX6073'
 LX6073'CENTER IS THE CENTER LINE OF THE FINIAL.
 LX6073
 LX6073                          STATION RECOVERY (1948)
 LX6073
 LX6073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6073'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6073
 LX6073                          STATION RECOVERY (1984)
 LX6073
 LX6073'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6073'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX6073'AND ACCURATE EXCEPT THE BUILDING IS NOW THE UNITED CHURCH OF
 LX6073'CHESTER.
 LX6073
 LX6073                          STATION RECOVERY (1995)
 LX6073
 LX6073'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6074 ***********************************************************************
 LX6074  DESIGNATION -  CHESTER JOHNSONS GABLE
 LX6074  PID         -  LX6074
 LX6074  STATE/COUNTY-  CT/MIDDLESEX
 LX6074  USGS QUAD   -  DEEP RIVER (1971)
 LX6074
 LX6074                         *CURRENT SURVEY CONTROL
 LX6074  ___________________________________________________________________
 LX6074* NAD 83(1996)-  41 24 14.03440(N)    072 27 16.95959(W)     ADJUSTED  
 LX6074* NAVD 88     -                                                        
 LX6074  ___________________________________________________________________
 LX6074  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LX6074  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6074
 LX6074  HORZ ORDER  -  THIRD
 LX6074
 LX6074.The horizontal coordinates were established by classical geodetic methods
 LX6074.and adjusted by the National Geodetic Survey in August 1998..
 LX6074
 LX6074
 LX6074.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6074
 LX6074.The geoid height was determined by GEOID03.
 LX6074
 LX6074;                    North         East     Units Scale Factor Converg.
 LX6074;SPC CT       -   215,808.131   329,492.123   MT  0.99998569   +0 11 44.9
 LX6074;SPC CT       -   708,030.51  1,081,008.74   sFT  0.99998569   +0 11 44.9
 LX6074;UTM  18      - 4,586,721.754   712,759.518   MT  1.00015711   +1 41 02.4
 LX6074
 LX6074                          SUPERSEDED SURVEY CONTROL
 LX6074
 LX6074  NAD 83(1992)-  41 24 14.03354(N)    072 27 16.95932(W) AD(       ) 4
 LX6074  NAD 83(1986)-  41 24 14.03545(N)    072 27 16.96219(W) AD(       ) 4
 LX6074  NAD 27      -  41 24 13.67500(N)    072 27 18.66100(W) AD(       ) 3
 LX6074
 LX6074.Superseded values are not recommended for survey control.
 LX6074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6074.See file dsdata.txt to determine how the superseded data were derived.
 LX6074
 LX6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1276086722(NAD 83)
 LX6074
 LX6074  HISTORY     - Date     Condition        Report By
 LX6074  HISTORY     - 1935     MONUMENTED       CGS
 LX6074  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6074  HISTORY     - 19950716 GOOD             USPSQD
 LX6074
 LX6074                          STATION DESCRIPTION
 LX6074
 LX6074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6074'THIS STATION IS ON THE THIRD, AND LAST, HOUSE ON THE E SIDE OF
 LX6074'A PRIVATE WAY TURNING SOUTHERLY 0.1 MILE FROM THE EASTERLY END
 LX6074'OF RIDGE ROAD.  THE HOUSE IS OWNED BY CLAUDE JOHNSON.
 LX6074'
 LX6074'IT IS A 2-STORY, RECTANGULAR BUILDING WITH GABLES FACING N
 LX6074'AND S.  TWO CHIMNEYS SHOW.  ONE AT THE N END, A LITTLE E OF THE
 LX6074'GABLE, AND ONE AT THE RIDGEPOLE.  THE HOUSE IS PAINTED WHITE.  A
 LX6074'SMALL SQUARE PORCH IS ATTACHED TO THE N END NEAR THE E SIDE.
 LX6074'
 LX6074'CENTER IS THE APEX OF THE S GABLE.  IT IS ABOUT 160 METERS S
 LX6074'OF RIDGE ROAD.
 LX6074
 LX6074                          STATION RECOVERY (1948)
 LX6074
 LX6074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6074'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6074
 LX6074                          STATION RECOVERY (1995)
 LX6074
 LX6074'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5964 ***********************************************************************
 LX5964  DESIGNATION -  CHESTER RAILROAD STATION GABLE
 LX5964  PID         -  LX5964
 LX5964  STATE/COUNTY-  CT/MIDDLESEX
 LX5964  USGS QUAD   -  DEEP RIVER (1971)
 LX5964
 LX5964                         *CURRENT SURVEY CONTROL
 LX5964  ___________________________________________________________________
 LX5964* NAD 83(1996)-  41 24 24.59434(N)    072 26 00.50584(W)     ADJUSTED  
 LX5964* NAVD 88     -                                                        
 LX5964  ___________________________________________________________________
 LX5964  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LX5964  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX5964
 LX5964  HORZ ORDER  -  THIRD
 LX5964
 LX5964.The horizontal coordinates were established by classical geodetic methods
 LX5964.and adjusted by the National Geodetic Survey in August 1998..
 LX5964
 LX5964
 LX5964.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5964
 LX5964.The geoid height was determined by GEOID03.
 LX5964
 LX5964;                    North         East     Units Scale Factor Converg.
 LX5964;SPC CT       -   216,140.190   331,266.733   MT  0.99998558   +0 12 35.6
 LX5964;SPC CT       -   709,119.94  1,086,830.94   sFT  0.99998558   +0 12 35.6
 LX5964;UTM  18      - 4,587,099.857   714,525.217   MT  1.00016640   +1 41 53.3
 LX5964
 LX5964                          SUPERSEDED SURVEY CONTROL
 LX5964
 LX5964  NAD 83(1992)-  41 24 24.59348(N)    072 26 00.50555(W) AD(       ) 4
 LX5964  NAD 83(1986)-  41 24 24.59528(N)    072 26 00.50844(W) AD(       ) 4
 LX5964  NAD 27      -  41 24 24.23900(N)    072 26 02.21800(W) AD(       ) 3
 LX5964
 LX5964.Superseded values are not recommended for survey control.
 LX5964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5964.See file dsdata.txt to determine how the superseded data were derived.
 LX5964
 LX5964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1452587100(NAD 83)
 LX5964
 LX5964  HISTORY     - Date     Condition        Report By
 LX5964  HISTORY     - 1935     MONUMENTED       CGS
 LX5964  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5964
 LX5964                          STATION DESCRIPTION
 LX5964
 LX5964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5964'THE CHESTER STATION OF THE VALLEY DIVISION OF THE NEW YORK,
 LX5964'NEW HAVEN AND HARTFORD RAILROAD IS W OF THE TRACKS AND ABOUT 30
 LX5964'METERS N OF THE ROAD LEADING FROM CHESTER VILLAGE.  IT IS A
 LX5964'SMALL 1-STORY WOODEN STRUCTURE WITH OVERHANGING EAVES FOR A
 LX5964'PLATFORM SHELTER.  THE BUILDING IS PAINTED YELLOW WITH RED
 LX5964'TRIM.  THERE IS A SHORT WOODEN FINIAL AT THE APEX OF BOTH THE N
 LX5964'AND S GABLES.
 LX5964'
 LX5964'CENTER IS THE APEX OF THE S GABLE.
 LX5964
 LX5964                          STATION RECOVERY (1948)
 LX5964
 LX5964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5964'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5951 ***********************************************************************
 LX5951  DESIGNATION -  CHESTER ROCK LIGHT
 LX5951  PID         -  LX5951
 LX5951  STATE/COUNTY-  CT/MIDDLESEX
 LX5951  USGS QUAD   -  DEEP RIVER (1971)
 LX5951
 LX5951                         *CURRENT SURVEY CONTROL
 LX5951  ___________________________________________________________________
 LX5951* NAD 83(1996)-  41 24 06.85563(N)    072 25 42.63285(W)     ADJUSTED  
 LX5951* NAVD 88     -                                                        
 LX5951  ___________________________________________________________________
 LX5951  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX5951  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX5951
 LX5951  HORZ ORDER  -  THIRD
 LX5951
 LX5951.The horizontal coordinates were established by classical geodetic methods
 LX5951.and adjusted by the National Geodetic Survey in August 1998..
 LX5951
 LX5951
 LX5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5951
 LX5951.The geoid height was determined by GEOID03.
 LX5951
 LX5951;                    North         East     Units Scale Factor Converg.
 LX5951;SPC CT       -   215,594.487   331,683.889   MT  0.99998577   +0 12 47.4
 LX5951;SPC CT       -   707,329.58  1,088,199.56   sFT  0.99998577   +0 12 47.4
 LX5951;UTM  18      - 4,586,565.074   714,956.482   MT  1.00016868   +1 42 04.6
 LX5951
 LX5951                          SUPERSEDED SURVEY CONTROL
 LX5951
 LX5951  NAD 83(1992)-  41 24 06.85477(N)    072 25 42.63256(W) AD(       ) 4
 LX5951  NAD 83(1986)-  41 24 06.85660(N)    072 25 42.63554(W) AD(       ) 4
 LX5951  NAD 27      -  41 24 06.49900(N)    072 25 44.33800(W) AD(       ) 3
 LX5951
 LX5951.Superseded values are not recommended for survey control.
 LX5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5951.See file dsdata.txt to determine how the superseded data were derived.
 LX5951
 LX5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1495686565(NAD 83)
 LX5951
 LX5951  HISTORY     - Date     Condition        Report By
 LX5951  HISTORY     - UNK      MONUMENTED
 LX5951  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5951  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5951  HISTORY     - 1984     GOOD             USPSQD
 LX5951
 LX5951                          STATION DESCRIPTION
 LX5951
 LX5951'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5951'THIS STATION IS A LIGHT APPROXIMATELY 350 FT. E OF THE W SHORE
 LX5951'OF THE CONNECTICUT RIVER, APPROXIMATELY 400 FT. UPSTREAM FROM
 LX5951'THE MOUTH OF DEEP RIVER, AND APPROXIMATELY 1800 FT. DOWNSTREAM
 LX5951'FROM THE MOUTH OF CHESTER CREEK.  THE BASE OF THIS LIGHT IS
 LX5951'MADE OF CONCRETE (UNPAINTED).  THIS SUPPORTS A WHITE TANK
 LX5951'STRUCTURE, ON TOP OF WHICH IS A FRAME STRUCTURE OF STEEL.  THIS
 LX5951'FRAME STRUCTURE SUPPORTS THE LIGHT.
 LX5951
 LX5951                          STATION RECOVERY (1969)
 LX5951
 LX5951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5951'STATION DESTROYED.  THE LIGHT HAS BEEN RAZED.  HOWEVER, THE
 LX5951'CONCRETE BASE STILL REMAINS AND THE CENTER OF THE LIGHT COULD
 LX5951'PROBABLY BE CLOSELY ASCERTAINED.
 LX5951
 LX5951                          STATION RECOVERY (1984)
 LX5951
 LX5951'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5951'STATION SITE LOCATED.  THE DESCRIPTION GIVEN IN THE 1969 RECOVERY
 LX5951'NOTE IS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5999 ***********************************************************************
 LX5999  DESIGNATION -  CHESTER ST JOSEPHS CROSS
 LX5999  PID         -  LX5999
 LX5999  STATE/COUNTY-  CT/MIDDLESEX
 LX5999  USGS QUAD   -  DEEP RIVER (1971)
 LX5999
 LX5999                         *CURRENT SURVEY CONTROL
 LX5999  ___________________________________________________________________
 LX5999* NAD 83(1996)-  41 24 04.26140(N)    072 26 28.99898(W)     ADJUSTED  
 LX5999* NAVD 88     -                                                        
 LX5999  ___________________________________________________________________
 LX5999  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LX5999  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX5999
 LX5999  HORZ ORDER  -  THIRD
 LX5999
 LX5999.The horizontal coordinates were established by classical geodetic methods
 LX5999.and adjusted by the National Geodetic Survey in August 1998..
 LX5999
 LX5999
 LX5999.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5999
 LX5999.The geoid height was determined by GEOID03.
 LX5999
 LX5999;                    North         East     Units Scale Factor Converg.
 LX5999;SPC CT       -   215,510.528   330,607.189   MT  0.99998580   +0 12 16.7
 LX5999;SPC CT       -   707,054.12  1,084,667.09   sFT  0.99998580   +0 12 16.7
 LX5999;UTM  18      - 4,586,453.163   713,882.132   MT  1.00016301   +1 41 33.8
 LX5999
 LX5999                          SUPERSEDED SURVEY CONTROL
 LX5999
 LX5999  NAD 83(1992)-  41 24 04.26054(N)    072 26 28.99870(W) AD(       ) 4
 LX5999  NAD 83(1986)-  41 24 04.26240(N)    072 26 29.00165(W) AD(       ) 4
 LX5999  NAD 27      -  41 24 03.90500(N)    072 26 30.70100(W) AD(       ) 3
 LX5999
 LX5999.Superseded values are not recommended for survey control.
 LX5999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5999.See file dsdata.txt to determine how the superseded data were derived.
 LX5999
 LX5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1388286453(NAD 83)
 LX5999_MARKER: 91 = CHURCH CROSS
 LX5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5999+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5999
 LX5999  HISTORY     - Date     Condition        Report By
 LX5999  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5999  HISTORY     - 1948     GOOD             CGS
 LX5999  HISTORY     - 1984     GOOD             USPSQD
 LX5999  HISTORY     - 1985     GOOD             USPSQD
 LX5999  HISTORY     - 19950712 GOOD             USPSQD
 LX5999  HISTORY     - 19970210 GOOD             USPSQD
 LX5999  HISTORY     - 20040101 GOOD             USPSQD
 LX5999
 LX5999                          STATION DESCRIPTION
 LX5999
 LX5999'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5999'THIS CHURCH IS LOCATED ON THE E SIDE OF ROUTE 9 ABOUT 0.3
 LX5999'MILE N OF THE INTERSECTION OF THE CHESTER-SAYBROOK TOWN LINE
 LX5999'AND THE HIGHWAY.
 LX5999'
 LX5999'THE BUILDING IS A CLAPBOARD FRAME STRUCTURE WITH WOOD-SHINGLED
 LX5999'ROOF.  IT IS PAINTED LIGHT GRAY WITH DARKER GRAY TRIM.  ALL
 LX5999'WINDOW OPENINGS HAVE A GOTHIC ARCH AT THE TOP.
 LX5999'
 LX5999'THE SPIRE BASE IS THE NORTHWESTERLY CORNER OF THE CHURCH.  THE
 LX5999'OCTAGONAL BELFRY IS AT THE ELEVATION OF THE AUDITORIUM
 LX5999'RIDGEPOLE.  THE SHINGLED SPIRE HAS FOUR SMALL TRIANGULAR WINDOWS
 LX5999'NEAR THE BOTTOM.  AT THE TOP IS A GILDED CROSS.
 LX5999'
 LX5999'CENTER IS THE CENTER LINE OF THE VERTICAL MEMBER OF THE CROSS.
 LX5999'
 LX5999'THIS CHURCH IS A PROMINENT LANDMARK FOR A CONSIDERABLE STRETCH
 LX5999'OF THE RIVER.
 LX5999
 LX5999                          STATION RECOVERY (1948)
 LX5999
 LX5999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5999'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX5999
 LX5999                          STATION RECOVERY (1984)
 LX5999
 LX5999'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5999'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5999'AND ACCURATE EXCEPT THE BUILDING IS PAINTED WHITE WITH GREEN TRIM.
 LX5999
 LX5999                          STATION RECOVERY (1985)
 LX5999
 LX5999'RECOVERY NOTE BY US POWER SQUADRON 1985 (CH)
 LX5999'STATION RECOVERED AS PER DESCRIPTION EXCEPT THE BUILDING IS NOW
 LX5999'PAINTED WHITE.
 LX5999
 LX5999                          STATION RECOVERY (1995)
 LX5999
 LX5999'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX5999'RECOVERED IN GOOD CONDITION.
 LX5999
 LX5999                          STATION RECOVERY (1997)
 LX5999
 LX5999'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5999'RECOVERED IN GOOD CONDITION.
 LX5999
 LX5999                          STATION RECOVERY (2004)
 LX5999
 LX5999'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5999'1934 DESC WRONG. CHESTER AND SAYBROOK DO NOT SHARE COMMON BOUNDARY.
 LX5999'CHESTER AND DEEP RIVER SHARE A BOUNDARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3658 ***********************************************************************
 LW3658  DESIGNATION -  CHESTNUT
 LW3658  PID         -  LW3658
 LW3658  STATE/COUNTY-  CT/WINDHAM
 LW3658  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3658
 LW3658                         *CURRENT SURVEY CONTROL
 LW3658  ___________________________________________________________________
 LW3658* NAD 83(1996)-  41 52 04.64781(N)    071 49 16.13249(W)     ADJUSTED  
 LW3658* NAVD 88     -       228.7    (meters)     750.     (feet)  VERTCON   
 LW3658  ___________________________________________________________________
 LW3658  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LW3658  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW3658
 LW3658  HORZ ORDER  -  FIRST
 LW3658
 LW3658.The horizontal coordinates were established by classical geodetic methods
 LW3658.and adjusted by the National Geodetic Survey in August 1998..
 LW3658
 LW3658.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3658
 LW3658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3658
 LW3658.The geoid height was determined by GEOID03.
 LW3658
 LW3658;                    North         East     Units Scale Factor Converg.
 LW3658;SPC CT       -   267,721.065   381,914.127   MT  1.00000013   +0 36 57.2
 LW3658;SPC CT       -   878,348.19  1,252,996.60   sFT  1.00000013   +0 36 57.2
 LW3658;SPC RI       -    87,192.155    73,337.866   MT  1.00000249   -0 12 51.6
 LW3658;SPC RI       -   286,062.93    240,609.32   sFT  1.00000249   -0 12 51.6
 LW3658;UTM  19      - 4,638,964.646   265,866.360   MT  1.00027461   -1 53 01.4
 LW3658
 LW3658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3658!SPC CT       -   0.99996880  x   1.00000013  =   0.99996893
 LW3658!SPC RI       -   0.99996880  x   1.00000249  =   0.99997129
 LW3658!UTM  19      -   0.99996880  x   1.00027461  =   1.00024340
 LW3658
 LW3658|---------------------------------------------------------------------|
 LW3658| PID    Reference Object                     Distance      Geod. Az  |
 LW3658|                                                           dddmmss.s |
 LW3658| LW3689 CHESTNUT RM 4                        75.973 METERS 15510     |
 LW3658| CB7197 CHESTNUT AZ MK                                     1694504.6 |
 LW3658| LW3660 BROWN                               APPROX. 4.7 KM 1701719.8 |
 LW3658| CB7199 CHESTNUT RM 2                        32.833 METERS 26831     |
 LW3658| LW3691 CHESTNUT RM 3                        17.713 METERS 35342     |
 LW3658| CB7198 CHESTNUT RM 1                        21.793 METERS 35554     |
 LW3658|---------------------------------------------------------------------|
 LW3658
 LW3658                          SUPERSEDED SURVEY CONTROL
 LW3658
 LW3658  NAD 83(1996)-  41 52 04.64749(N)    071 49 16.13230(W) AD(       ) 1
 LW3658  NAD 83(1992)-  41 52 04.64703(N)    071 49 16.13175(W) AD(       ) 1
 LW3658  NAD 83(1992)-  41 52 04.64699(N)    071 49 16.13199(W) AD(       ) 1
 LW3658  NAD 83(1986)-  41 52 04.64769(N)    071 49 16.13117(W) AD(       ) 1
 LW3658  NAD 27      -  41 52 04.29261(N)    071 49 17.87235(W) AD(       ) 1
 LW3658  NGVD 29 (07/19/86)  228.9    (m)          751.     (f) VERT ANG       
 LW3658
 LW3658.Superseded values are not recommended for survey control.
 LW3658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3658.See file dsdata.txt to determine how the superseded data were derived.
 LW3658
 LW3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6586638965(NAD 83)
 LW3658_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3658+STABILITY: SURFACE MOTION
 LW3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3658+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW3658
 LW3658  HISTORY     - Date     Condition        Report By
 LW3658  HISTORY     - 1937     MONUMENTED       CTGS
 LW3658  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3658  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3658  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3658  HISTORY     - 20051105 GOOD             GEOCAC
 LW3658
 LW3658                          STATION DESCRIPTION
 LW3658
 LW3658'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3658'ON THE CREST OF CHESTNUT HILL, PROPERTY OF BERTHA J. GOULD, ABOUT
 LW3658'1-1/2 MILES NORTH OF THE CENTER OF EAST KILLINGLY, ABOUT 95 FEET
 LW3658'WEST OF THE CENTER LINE OF THE EAST KILLINGLY-PUTNAM OILED ROAD,
 LW3658'AND ABOUT 20 FEET SOUTHWEST OF SOUTHWEST CORNER OF FENCE BORDERING
 LW3658'SMALL CEMETERY.  STATION IS STANDARD DISK CHESTNUT-1937 SET IN A
 LW3658'SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.
 LW3658'
 LW3658'TO REACH FROM THE CENTER OF EAST KILLINGLY (ON ROUTE 101) TAKE
 LW3658'EAST KILLINGLY-PUTNAM OILED ROAD UP HILL (NORTH), AT PAINES
 LW3658'GENERAL STORE, 0.75 MILES WHERE THE ROAD TURNS LEFT (WEST),
 LW3658'CONTINUE ON OILED ROAD 0.65 MILES TO TOP OF GRADE TO STATION AND
 LW3658'CEMETERY ON LEFT (WEST).
 LW3658'
 LW3658'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3658'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, 11A, AND 12A.
 LW3658'
 LW3658'REFERENCE MARK NO.1 IS A STANDARD DISK CHESTNUT-1937-NO.1 SET IN A
 LW3658'SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.  IT IS
 LW3658'ABOUT 12 FEET WEST OF THE NORTHWEST CORNER OF CEMETERY.  IT IS
 LW3658'71.52 FEET NORTH OF STATION.  REFERENCE MARK NO.2 IS A STANDARD
 LW3658'DISK CHESTNUT-1937-NO.2 WEDGED IN A DRILL HOLE IN OUTCROPPING
 LW3658'BEDROCK ABOUT 2 FEET WIDE AND 3 FEET LONG, 3 INCHES ABOVE THE
 LW3658'GROUND.  IT IS 107.69 FEET WEST OF STATION.
 LW3658'
 LW3658'AZIMUTH MARK IS A STANDARD DISK CHESTNUT-1937 SET IN A SQUARE
 LW3658'CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.  IT IS 708
 LW3658'FEET SOUTH OF STATION, 12 FEET WEST OF CENTER LINE OF SAID ROAD,
 LW3658'6 FEET EAST OF STONE WALL, AND 15 FEET SOUTH OF LINE OF SOUTH EDGE
 LW3658'OF 2-STORY FRAME HOUSE.
 LW3658'
 LW3658'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS
 LW3658
 LW3658                          STATION RECOVERY (1958)
 LW3658
 LW3658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LW3658'STATION, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 LW3658'MARK NOT SEARCHED FOR.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 LW3658'FOR THE FOLLOWING--STATION IS 117.0 FEET WEST OF C/L OF PAVED ROAD,
 LW3658'33.7 FEET SOUTH-WEST OF 8 INCH OAK TREE IN SOUTHWEST CORNER OF
 LW3658'CEMETRY, AND 21.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF STONE
 LW3658'WALL SURROUNDING CEMETERY.  REFERENCE MARK NO.1 IS 11 FEET WEST
 LW3658'OF WIRE FENCE CORNER, AND 1 FOOT SOUTH OF FENCE ON NORTH SIDE OF
 LW3658'FIELD.
 LW3658
 LW3658                          STATION RECOVERY (1973)
 LW3658
 LW3658'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3658'CHESTNUT 1937 EXCELLENT
 LW3658'
 LW3658'CHESTNUT NO. 1 1937 EXCELLENT
 LW3658'
 LW3658'CHESTNUT NO. 2 1937 FAIR
 LW3658'
 LW3658'CHESTNUT AZIMUTH MARK NOT FOUND
 LW3658'
 LW3658'STATION IS 102.0 FEET SOUTHEAST OF SNET CO. POLE 3518.
 LW3658'
 LW3658'R.M. 1--IS 17.5 FEET SOUTHWEST OF CENTER OF NORTHWEST CORNER OF
 LW3658'CEMETERY AND 6 FEET SOUTH OF EAST-WEST WALL CENTER-LINE.
 LW3658'
 LW3658'R.M.2--IS 80.5 FEET SOUTHWEST OF SNET CO. POLE 3518.
 LW3658
 LW3658                          STATION RECOVERY (1977)
 LW3658
 LW3658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3658'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LW3658'CONDITION.  REFERENCE MARK 2 WAS RECOVERED IN FAIR CONDITION.
 LW3658'THE DISK IS PROTRUDING SLIGHTLY ABOVE THE ROCK SURFACE,
 LW3658'HOWEVER THE CEMENT IS FIRM AROUND THE DISK.  A THOROUGH SEARCH
 LW3658'WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT RECOVERED.  THE
 LW3658'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.02 FOOT SHORTER
 LW3658'THAN THE 1937 DISTANCE.  THE DISTANCE TO REFERENCE MARK 2 WAS
 LW3658'FOUND TO BE 0.03 FOOT LONGER THAN THE 1937 DISTANCE.  THE
 LW3658'DIRECTION BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2
 LW3658'WAS FOUND TO BE LESS BY ONE MINUTE AND FIFTY-NINE SECONDS
 LW3658'A REFERENCE MARK NO 3 WAS SET IN 1974 AND A LIGHT WAS
 LW3658'SHOWN FROM A PORTABLE TOWER THAT YEAR.  THE OLD
 LW3658'STATION COULD NOT BE BUILT OVER AND THE TOWER WAS BUILT
 LW3658'OVER THE REFERENCE MARK NO 3 THIS YEAR.
 LW3658'A REFERENCE MARK 4 WAS SET AT THIS TIME.
 LW3658'
 LW3658'A NEW DESCRIPTION FOLLOWS.
 LW3658'
 LW3658'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF PUTNAM, 4 MILES
 LW3658'NORTHEAST OF EAST KILLINGLY, 4 MILES NORTHEAST OF DAYVILLE AND
 LW3658'ON PROPERTY OWNED BY MR. JAMES GOULD, RFD, DAYVILLE,
 LW3658'CONNECTICUT.
 LW3658'
 LW3658'TO REACH THE STATION FROM THE POST OFFICE IN EAST KILLINGLY, GO
 LW3658'EAST ON STATE HIGHWAY 101 FOR 0.35 MILE TO A SIDE ROAD LEFT.
 LW3658'TURN LEFT AND GO NORTHERLY ON NORTH ROAD FOR 0.75 MILE TO A
 LW3658'T-INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON AN ASPHALT
 LW3658'ROAD FOR 0.6 MILES TO REFERENCE MARK NO 4 ON THE LEFT
 LW3658'IN THE NORTHWEST ANGLE OF A T-INTERSECTION FORMED BY
 LW3658'TWO ROCK FENCES.  CONTINUE NORTH FOR 0.05 MILE TO A
 LW3658'SMALL CEMETERY ON THE LEFT AND THE
 LW3658'STATION ON THE LEFT.
 LW3658'
 LW3658'STATION MARK, STAMPED---CHESTNUT 1937---, A STANDARD DISK
 LW3658'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LW3658'THAT IS 2 INCHES BELOW THE GROUND SURFACE.  THE 1937
 LW3658'DESCRIPTION DOES NOT MENTION AN UNDERGROUND MARK.  IT IS 103
 LW3658'FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 3518, 66 FEET
 LW3658'SOUTH-SOUTHWEST
 LW3658'OF A METAL WITNESS POST AND 21 FEET SOUTHWEST OF THE
 LW3658'SOUTHWEST CORNER OF A ROCK FENCE AROUND THE CEMETERY
 LW3658'
 LW3658'REFERENCE MARK 1, STAMPED---CHESTNUT 1937 NO 1---, A
 LW3658'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LW3658'THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 69 FEET EAST
 LW3658'OF POWER POLE NUMBER 3518, 12 FEET SOUTH-SOUTHEAST OF A METAL
 LW3658'WITNESS POST AND 4.5 FEET SOUTH OF AN EAST-WEST ROCK FENCE.
 LW3658'
 LW3658'REFERENCE MARK 2, STAMPED---CHESTNUT 1937 NO 2---, A
 LW3658'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 LW3658'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 83 FEET
 LW3658'NORTH OF THE CENTER OF A DRIVEWAY, 81 FEET SOUTHWEST OF
 LW3658'POWER LINE POLE NUMBER 3518 AND 80 FEET SOUTH OF AN EAST-WEST
 LW3658'ROCK FENCE.
 LW3658'
 LW3658'REFERENCE MARK 3, STAMPED---CHESTNUT NO 3 1937 1974---, A
 LW3658'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW3658'THAT IS 4 INCHES BELOW THE GROUND SURFACE.
 LW3658'THERE IS ALSO AN UNDERGROUND MARK ABOUT 48 INCHES BELOW THE
 LW3658'GROUND SURFACE.  THEY ARE 19.5 FEET WEST OF THE ROCK
 LW3658'FENCE, 69 FEET EAST OF POWER LINE POLE NUMBER 3518 AND 14.3
 LW3658'FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 LW3658'
 LW3658'REFERENCE MARK 4, STAMPED---CHESTNUT NO 4 1977---, A
 LW3658'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW3658'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET WEST OF
 LW3658'THE CENTER OF THE ASPHALT ROAD, 7 FEET NORTH-NORTHWEST OF THE
 LW3658'CENTER OF A T-INTERSECTION OF TWO ROCK FENCES AND 3.5 FEET
 LW3658'SOUTHWEST OF A METAL WITNESS POST.
 LW3658'
 LW3658'HEIGHT OF LIGHT SHOWN WAS 1.2 METERS.
 LW3658'
 LW3658'DESCRIBED BY W.R. ODUM.
 LW3658
 LW3658                          STATION RECOVERY (2005)
 LW3658
 LW3658'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW3658'FOUND STATION AND RM'S 1,3,AND 4 IN GOOD CONDITION. RM2 HAS ONLY  THE
 LW3658'STEM LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3691 ***********************************************************************
 LW3691  DESIGNATION -  CHESTNUT RM 3
 LW3691  PID         -  LW3691
 LW3691  STATE/COUNTY-  CT/WINDHAM
 LW3691  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3691
 LW3691                         *CURRENT SURVEY CONTROL
 LW3691  ___________________________________________________________________
 LW3691* NAD 83(1996)-  41 52 05.21847(N)    071 49 16.21672(W)     ADJUSTED  
 LW3691* NAVD 88     -       228.7    (meters)     750.     (feet)  VERTCON   
 LW3691  ___________________________________________________________________
 LW3691  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 LW3691  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW3691
 LW3691  HORZ ORDER  -  FIRST
 LW3691
 LW3691.The horizontal coordinates were established by classical geodetic methods
 LW3691.and adjusted by the National Geodetic Survey in August 1998..
 LW3691
 LW3691.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3691
 LW3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3691
 LW3691.The geoid height was determined by GEOID03.
 LW3691
 LW3691;                    North         East     Units Scale Factor Converg.
 LW3691;SPC CT       -   267,738.650   381,911.996   MT  1.00000015   +0 36 57.1
 LW3691;SPC CT       -   878,405.89  1,252,989.61   sFT  1.00000015   +0 36 57.1
 LW3691;UTM  19      - 4,638,982.311   265,864.997   MT  1.00027462   -1 53 01.5
 LW3691
 LW3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3691!SPC CT       -   0.99996880  x   1.00000015  =   0.99996895
 LW3691!UTM  19      -   0.99996880  x   1.00027462  =   1.00024341
 LW3691
 LW3691|---------------------------------------------------------------------|
 LW3691| PID    Reference Object                     Distance      Geod. Az  |
 LW3691|                                                           dddmmss.s |
 LW3691| CB7198 CHESTNUT RM 1                         4.151 METERS 00519     |
 LW3691| LW3689 CHESTNUT RM 4                        92.938 METERS 15838     |
 LW3691| LW3690 CHESTNUT RM 4 A PT                   87.558 METERS 16214     |
 LW3691| LW3660 BROWN                               APPROX. 4.7 KM 1701806.1 |
 LW3691| LW3658 CHESTNUT                             17.713 METERS 17342     |
 LW3691| CB7199 CHESTNUT RM 2                        35.979 METERS 23907     |
 LW3691| LW3634 PUTNAM HTS FIRST CH OF CHRIST       APPROX. 4.7 KM 3050925.7 |
 LW3691| LW3692 KILLINGLY MICROWAVE TOWER           380.174 METERS 35500     |
 LW3691|---------------------------------------------------------------------|
 LW3691
 LW3691                          SUPERSEDED SURVEY CONTROL
 LW3691
 LW3691  NAD 83(1996)-  41 52 05.21815(N)    071 49 16.21654(W) AD(       ) 1
 LW3691  NAD 83(1992)-  41 52 05.21770(N)    071 49 16.21598(W) AD(       ) 1
 LW3691  NAD 83(1992)-  41 52 05.21765(N)    071 49 16.21622(W) AD(       ) 1
 LW3691  NAD 83(1986)-  41 52 05.21827(N)    071 49 16.21538(W) AD(       ) 1
 LW3691  NAD 27      -  41 52 04.86312(N)    071 49 17.95654(W) AD(       ) 1
 LW3691  NGVD 29 (07/19/86)  228.9    (m)          751.     (f) VERT ANG       
 LW3691
 LW3691.Superseded values are not recommended for survey control.
 LW3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3691.See file dsdata.txt to determine how the superseded data were derived.
 LW3691
 LW3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6586538982(NAD 83)
 LW3691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3691+STABILITY: SURFACE MOTION
 LW3691
 LW3691  HISTORY     - Date     Condition        Report By
 LW3691  HISTORY     - 1977     MONUMENTED       NGS
 LW3691
 LW3691                          STATION DESCRIPTION
 LW3691
 LW3691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3691'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF PUTNAM, 4 MILES
 LW3691'NORTHEAST OF EAST KILLINGLY, 4 MILES NORTHEAST OF DAYVILLE,
 LW3691'NEAR THE NORTHWEST CORNER OF A SMALL CEMETERY AND ON PROPERTY
 LW3691'OWNED BY MR. JAMES GOULD, RFD, DAYVILLE, CONNECTICUT.
 LW3691'
 LW3691'TO REACH THE STATION FROM THE POST OFFICE IN EAST KILLINGLY, GO
 LW3691'EAST ON STATE HIGHWAY 101 FOR 0.35 MILE TO NORTH ROAD ON THE
 LW3691'LEFT.  TURN LEFT AND GO NORTHERLY ON NORTH ROAD FOR 0.75 MILE
 LW3691'TO A T-INTERSECTION.  TURN LEFT AND GO WEST AND NORTH ON AN
 LW3691'ASPHALT ROAD FOR 0.6 MILE TO REFERENCE MARK NO 4 ON THE
 LW3691'LEFT IN A T-INTERSECTION FORMED BY TWO ROCK FENCES,
 LW3691'CONTINUE NORTH FOR 0.05 MILE TO THE STATION ON THE LEFT.
 LW3691'
 LW3691'STATION MARKS, STAMPED---CHESTNUT NO 3 1937 1974---, ARE
 LW3691'STANDARD REFERENCE MARK DISKS.  THE SURFACE MARK IS SET IN THE
 LW3691'TOP OF A 12-INCH ROUND CONCRETE POST THAT IS 4 INCHES BELOW THE
 LW3691'GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LW3691'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LW3691'THEY ARE 69 FEET EAST OF POWER POLE NUMBER 3518, 19.5 FEET WEST
 LW3691'OF THE ROCK FENCE AROUND THE CEMETERY AND 14.3 FEET
 LW3691'WEST-SOUTHWEST OF A METAL WITNESS POST.
 LW3691'
 LW3691'CHESTNUT 1937, STAMPED---CHESTNUT 1937---, A STANDARD
 LW3691'STATION MARK DISK, SET IN THE TOP OF 12-INCH SQUARE
 LW3691'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.
 LW3691'THE 1937 DESCRIPTION DOES NOT MENTION AN
 LW3691'UNDERGROUND MARK.  IT IS 103 FEET SOUTH SOUTHEAST OF A
 LW3691'POWERLINE POLE
 LW3691'NUMBER 3518, 66 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 LW3691'AND 21 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ROCK
 LW3691'FENCE.
 LW3691'
 LW3691'REFERENCE MARK 1, STAMPED---CHESTNUT 1937 NO 1---, A
 LW3691'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LW3691'THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 69 FEET EAST
 LW3691'OF POWER POLE NUMBER 3518, 12 FEET SOUTH-SOUTHEAST OF A METAL
 LW3691'WITNESS POST AND 4.5 FEET SOUTH OF AN EAST-WEST ROCK FENCE.
 LW3691'
 LW3691'REFERENCE MARK 2, STAMPED---CHESTNUT 1937 NO 2---, A
 LW3691'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT
 LW3691'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 83 FEET
 LW3691'NORTH OF THE CENTER OF A DRIVEWAY, 81 FEET SOUTHWEST OF
 LW3691'POWER POLE NUMBER 3518 AND 80 FEET SOUTH OF AN EAST-WEST ROCK
 LW3691'FENCE.
 LW3691'
 LW3691'REFERENCE MARK 4, STAMPED---CHESTNUT NO 4 1977---, A
 LW3691'STANDARD
 LW3691'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS
 LW3691'FLUSH WITH THE GROUND SURFACE.  IT IS 24 FEET WEST OF THE
 LW3691'CENTER OF AN ASPHALT ROAD, 7 FEET NORTH-NORTHWEST OF THE CENTER
 LW3691'OF A T-INTERSECTION OF TWO ROCK FENCES AND 3.5 FEET SOUTH OF A
 LW3691'METAL WITNESS POST.
 LW3691'
 LW3691'THE HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 30.6 METERS.
 LW3691'
 LW3691'DESCRIBBED BY W.R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3689 ***********************************************************************
 LW3689  DESIGNATION -  CHESTNUT RM 4
 LW3689  PID         -  LW3689
 LW3689  STATE/COUNTY-  CT/WINDHAM
 LW3689  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3689
 LW3689                         *CURRENT SURVEY CONTROL
 LW3689  ___________________________________________________________________
 LW3689* NAD 83(1996)-  41 52 02.41314(N)    071 49 14.74872(W)     ADJUSTED  
 LW3689* NAVD 88     -       227.9    (meters)     748.     (feet)  VERTCON   
 LW3689  ___________________________________________________________________
 LW3689  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 LW3689  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW3689
 LW3689  HORZ ORDER  -  SECOND
 LW3689
 LW3689.The horizontal coordinates were established by classical geodetic methods
 LW3689.and adjusted by the National Geodetic Survey in August 1998..
 LW3689
 LW3689.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3689
 LW3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3689
 LW3689.The geoid height was determined by GEOID03.
 LW3689
 LW3689;                    North         East     Units Scale Factor Converg.
 LW3689;SPC CT       -   267,652.466   381,946.779   MT  1.00000007   +0 36 58.1
 LW3689;SPC CT       -   878,123.13  1,253,103.72   sFT  1.00000007   +0 36 58.1
 LW3689;UTM  19      - 4,638,894.668   265,895.997   MT  1.00027444   -1 53 00.4
 LW3689
 LW3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3689!SPC CT       -   0.99996892  x   1.00000007  =   0.99996899
 LW3689!UTM  19      -   0.99996892  x   1.00027444  =   1.00024335
 LW3689
 LW3689|---------------------------------------------------------------------|
 LW3689| PID    Reference Object                     Distance      Geod. Az  |
 LW3689|                                                           dddmmss.s |
 LW3689| LW3658 CHESTNUT                             75.973 METERS 33510     |
 LW3689| LW3691 CHESTNUT RM 3                        92.938 METERS 33838     |
 LW3689|---------------------------------------------------------------------|
 LW3689
 LW3689                          SUPERSEDED SURVEY CONTROL
 LW3689
 LW3689  NAD 83(1996)-  41 52 02.41282(N)    071 49 14.74853(W) AD(       ) 2
 LW3689  NAD 83(1992)-  41 52 02.41236(N)    071 49 14.74799(W) AD(       ) 2
 LW3689  NAD 83(1992)-  41 52 02.41231(N)    071 49 14.74823(W) AD(       ) 2
 LW3689  NAD 83(1986)-  41 52 02.41295(N)    071 49 14.74740(W) AD(       ) 2
 LW3689  NAD 27      -  41 52 02.05791(N)    071 49 16.48867(W) AD(       ) 2
 LW3689  NGVD 29 (07/19/86)  228.1    (m)          748.     (f) VERT ANG       
 LW3689
 LW3689.Superseded values are not recommended for survey control.
 LW3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3689.See file dsdata.txt to determine how the superseded data were derived.
 LW3689
 LW3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6589638895(NAD 83)
 LW3689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3689+STABILITY: SURFACE MOTION
 LW3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3689+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW3689
 LW3689  HISTORY     - Date     Condition        Report By
 LW3689  HISTORY     - 1977     MONUMENTED       NGS
 LW3689  HISTORY     - 20051105 GOOD             GEOCAC
 LW3689
 LW3689                          STATION DESCRIPTION
 LW3689
 LW3689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3689'THE STATION IS ABOUT 5-1/4 MILES SOUTHWEST OF PUTNAM, 4 MILES
 LW3689'NORTHEAST OF EAST KILLINGLY, 4 MILES NORTHEAST OF DAYVILLE AND
 LW3689'ON PROPERTY OWNED BY MR. JAMES GOULD, RFD, DAYVILLE,
 LW3689'CONNECTICUT.
 LW3689'
 LW3689'TO REACH THE STATION FROM THE POST OFFICE IN EAST KILLINGLY GO
 LW3689'EAST ON STATE HIGHWAY 101 FOR 0.35 MILE TO A SIDE ROAD LEFT.
 LW3689'TURN LEFT AND GO NORTHERLY ON NORTH ROAD FOR 0.75 MILE TO A
 LW3689'T-INTERSECTION. TURN LEFT AND GO WEST AND NORTH ON AN ASPHALT
 LW3689'ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT IN THE NORTHWEST
 LW3689'ANGLE OF A T-INTERSECTION FORMED BY TWO ROCK FENCES.
 LW3689'
 LW3689'STATION MARK, STAMPED---CHESTNUT NO 4 1977---, A STANDARD
 LW3689'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LW3689'POST THAT IS FLUSH WITH THE GROUND SURFACE.  THERE IS NO
 LW3689'UNDERGROUND
 LW3689'MARK.  IT IS 24 FEET WEST OF THE CENTER OF AN ASPHALT
 LW3689'ROAD, 7 FEET NORTH NORTHWEST OF THE T-INTERSECTION FORMED BY
 LW3689'THE ROCK FENCES AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3689'
 LW3689'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS.
 LW3689'
 LW3689'DESCRIBED BY W.R. ODUM.
 LW3689
 LW3689                          STATION RECOVERY (2005)
 LW3689
 LW3689'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW3689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3792 ***********************************************************************
 LX3792  DESIGNATION -  CHIMONS IS TWR AND WINDMILL
 LX3792  PID         -  LX3792
 LX3792  STATE/COUNTY-  CT/FAIRFIELD
 LX3792  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3792
 LX3792                         *CURRENT SURVEY CONTROL
 LX3792  ___________________________________________________________________
 LX3792* NAD 83(1996)-  41 03 58.67130(N)    073 23 28.80037(W)     ADJUSTED  
 LX3792* NAVD 88     -                                                        
 LX3792  ___________________________________________________________________
 LX3792  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 LX3792  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX3792
 LX3792  HORZ ORDER  -  THIRD
 LX3792
 LX3792.The horizontal coordinates were established by classical geodetic methods
 LX3792.and adjusted by the National Geodetic Survey in August 1998..
 LX3792
 LX3792
 LX3792.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3792
 LX3792.The geoid height was determined by GEOID03.
 LX3792
 LX3792;                    North         East     Units Scale Factor Converg.
 LX3792;SPC CT       -   178,472.624   250,895.628   MT  1.00001620   -0 25 30.9
 LX3792;SPC CT       -   585,538.93    823,146.74   sFT  1.00001620   -0 25 30.9
 LX3792;UTM  18      - 4,547,363.394   635,158.133   MT  0.99982483   +1 03 25.0
 LX3792
 LX3792                          SUPERSEDED SURVEY CONTROL
 LX3792
 LX3792  NAD 83(1992)-  41 03 58.67093(N)    073 23 28.79858(W) AD(       ) 4
 LX3792  NAD 83(1986)-  41 03 58.67209(N)    073 23 28.80108(W) AD(       ) 4
 LX3792  NAD 27      -  41 03 58.32000(N)    073 23 30.37000(W) AD(       ) 3
 LX3792
 LX3792.Superseded values are not recommended for survey control.
 LX3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3792.See file dsdata.txt to determine how the superseded data were derived.
 LX3792
 LX3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3515847363(NAD 83)
 LX3792
 LX3792  HISTORY     - Date     Condition        Report By
 LX3792  HISTORY     - UNK      MONUMENTED
 LX3792  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3792  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3792
 LX3792                          STATION DESCRIPTION
 LX3792
 LX3792'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HPR)
 LX3792'LOCATED ON HIGH GROUND IN CENTER OF CHIMONS ISLAND, THIS
 LX3792'WINDMILL AND WATER TOWER HAS NOT BEEN CHANGED SINCE IT WAS
 LX3792'BUILT IN 1900.  FROM GROUND TO TOP OF WHEEL IS ABOUT 60 FEET.  THE
 LX3792'WHEEL IS PAINTED GREEN AND THE TANK WHITE.  RECOVERED IN 1909.
 LX3792
 LX3792                          STATION RECOVERY (1959)
 LX3792
 LX3792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3792'THE OLD WATER TOWER AND WINDMILL ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3793 ***********************************************************************
 LX3793  DESIGNATION -  CHIMONS ISLAND 2
 LX3793  PID         -  LX3793
 LX3793  STATE/COUNTY-  CT/FAIRFIELD
 LX3793  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3793
 LX3793                         *CURRENT SURVEY CONTROL
 LX3793  ___________________________________________________________________
 LX3793* NAD 83(1996)-  41 04 04.71013(N)    073 23 27.90481(W)     ADJUSTED  
 LX3793* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX3793  ___________________________________________________________________
 LX3793  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 LX3793  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX3793
 LX3793  HORZ ORDER  -  THIRD
 LX3793
 LX3793.The horizontal coordinates were established by classical geodetic methods
 LX3793.and adjusted by the National Geodetic Survey in August 1998..
 LX3793
 LX3793.The orthometric height was scaled from a topographic map.
 LX3793
 LX3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3793
 LX3793.The geoid height was determined by GEOID03.
 LX3793
 LX3793;                    North         East     Units Scale Factor Converg.
 LX3793;SPC CT       -   178,658.756   250,917.919   MT  1.00001596   -0 25 30.3
 LX3793;SPC CT       -   586,149.60    823,219.87   sFT  1.00001596   -0 25 30.3
 LX3793;SPC NY L     -   100,266.374   351,178.230   MT  1.00000211   +0 23 53.8
 LX3793;SPC NY L     -   328,957.26  1,152,157.24   sFT  1.00000211   +0 23 53.8
 LX3793;UTM  18      - 4,547,550.005   635,175.599   MT  0.99982489   +1 03 25.7
 LX3793
 LX3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3793!SPC CT       -   1.00000384  x   1.00001596  =   1.00001980
 LX3793!SPC NY L     -   1.00000384  x   1.00000211  =   1.00000595
 LX3793!UTM  18      -   1.00000384  x   0.99982489  =   0.99982873
 LX3793
 LX3793:                Primary Azimuth Mark                     Grid Az
 LX3793:SPC CT       -  SPRITE ISLAND FLAGSTAFF                  017 39 11.1
 LX3793:SPC NY L     -  SPRITE ISLAND FLAGSTAFF                  016 49 47.0
 LX3793:UTM  18      -  SPRITE ISLAND FLAGSTAFF                  016 10 15.1
 LX3793
 LX3793|---------------------------------------------------------------------|
 LX3793| PID    Reference Object                     Distance      Geod. Az  |
 LX3793|                                                           dddmmss.s |
 LX3793| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 2.5 KM 0171340.8 |
 LX3793| LX3787 RAM                                 APPROX. 1.4 KM 2395737.3 |
 LX3793| LX3790 LONG BEACH BEACON                   APPROX. 1.4 KM 2952215.5 |
 LX3793| LX3791 ROUND BEACH BEACON                  APPROX. 1.4 KM 3280309.7 |
 LX3793|---------------------------------------------------------------------|
 LX3793
 LX3793                          SUPERSEDED SURVEY CONTROL
 LX3793
 LX3793  NAD 83(1992)-  41 04 04.70978(N)    073 23 27.90306(W) AD(       ) 3
 LX3793  NAD 83(1986)-  41 04 04.71096(N)    073 23 27.90561(W) AD(       ) 3
 LX3793  NAD 27      -  41 04 04.36300(N)    073 23 29.47700(W) AD(       ) 3
 LX3793
 LX3793.Superseded values are not recommended for survey control.
 LX3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3793.See file dsdata.txt to determine how the superseded data were derived.
 LX3793
 LX3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3517647550(NAD 83)
 LX3793
 LX3793  HISTORY     - Date     Condition        Report By
 LX3793  HISTORY     - 1882     MONUMENTED       CGS
 LX3793  HISTORY     - 1914     SEE DESCRIPTION  CGS
 LX3793  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3793
 LX3793                          STATION DESCRIPTION
 LX3793
 LX3793'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 LX3793'ON CHIMONS ISLAND, OPPOSITE THE MOUTH OF THE NORWALK RIVER, ON THE
 LX3793'SUMMIT, OR NEARLY SO, OF THE BLUFF IN THE MIDDLE OF THE NORTHERN
 LX3793'SIDE OF THE ISLAND AND SOME 55 PACES NORTHERLY FROM THE PROBABLE
 LX3793'SITE OF THE ORIGINAL STATION.  A STONE WALL IN TOLERABLE CONDITION
 LX3793'RUNS NORTHERLY AND SOUTHERLY AND IS 75 FEET (APPROXIMATELY)
 LX3793'WESTERLY FROM THE STATION.  ANOTHER WALL MOSTLY DILAPIDATED RUNS
 LX3793'NEARLY AT RIGHT ANGLES TO THE FIRST WALL AND NEAR THE EDGE OF
 LX3793'THE BLUFF AND IS 39 FEET, 8 INCHES (ROUGH MEASURE) NORTHERLY
 LX3793'FROM THE STATION.  ISLAND BELONGS TO MRS. THEODORE SMITH, WIDOW,
 LX3793'LIVING IN NEW YORK, BUT HAVING A SUMMER RESIDENCE AT SHEFFIELD.
 LX3793'STATION MARKED UNDERGROUND BY A PIECE OF GLAZED STONEWARE
 LX3793'DRAIN PIPE ABOUT 1 FOOT LONG, FLANGE ON UPPER END 5-1/2 INCHES IN
 LX3793'DIAMETER, 3 FEET BELOW SURFACE.  CENTER FILLED WITH CEMENT AND
 LX3793'1-INCH SQUARE SPRUCE STAKE WITH COPPER TACK IN TOP THRUST INTO
 LX3793'PIPE TO MARK CENTER.  IN FILLING IN HOLE AROUND CENTER MARK CLAM
 LX3793'SHELLS AND OYSTER SHELLS WERE MIXED WITH THE EARTH FROM BOTTOM
 LX3793'OF STAKE UP.  SURFACE MARK IS A 4- BY 4-INCH SPRUCE SCANTLING
 LX3793'WITH FOOT RESTING ON DRAINPIPE AND HEAD EXTENDING ABOUT 1 INCH
 LX3793'ABOVE SURFACE.  COPPER TACK IN HEAD OF SCANTLING MARKS
 LX3793'CENTER.  FOUR BOTTLES WERE BURIED 2 FEET DEEP (EXCEPT N ONE
 LX3793'WHICH IS ONLY 15 INCHES DEEP), N, E, S, AND W (BY COMPASS) FROM
 LX3793'THE STATION, WITH MOUTHS DISTANT THEREFROM EACH 6 FEET.  LINES
 LX3793'CONNECTING OPPOSITE BOTTLES INTERSECT AT THE STATION.
 LX3793'THEY ARE GLASS GINGER ALE BOTTLES 9-1/2 INCHES LONG, AND
 LX3793'BLOWN IN THE GLASS ABOUT THE BOTTOM IS THE LEGEND--SEE THAT
 LX3793'EACH CORK IS BRANDED CANTRELL AND COCHRANE, DUBLIN AND
 LX3793'BELFAST.  MOUTHS OF BOTTLES POINT THE CENTER.  CROSSES WERE DRILLED
 LX3793'IN 4 ROCKS NOT FAR FROM THE STATION.  THE CROSSES ARE ABOUT 2
 LX3793'INCHES IN DIAMETER, WITH SMALL CONICAL HOLE IN CENTER.  ROCK 1
 LX3793'IS NEARLY LEVEL WITH SURFACE, ITS VISIBLE TOP BEING 24 BY 18
 LX3793'INCHES.  IT IS GRANITIC AND COVERED WITH LICHENS.  CROSS IS ON
 LX3793'HIGHEST PART OF ROCK, AND IS 20.26 FEET, N 25 DEG E FROM
 LX3793'STATION.  ROCK 2 IS OF BROWN SOFT STONE WITH QUARTZ VEIN OVER
 LX3793'IT.  IT IS ABOUT 1-1/2 FEET DIAMETER AND RISES ABOUT 6 INCHES
 LX3793'ABOVE GROUND, HIGHEST PART TO E.  CROSS IS IN NORTHWESTERN
 LX3793'SLOPE TOWARD STATION AND IS 13.42 FEET, S 35 DEG E THEREFROM.
 LX3793'ROCK 3 IS OF HARD BROWNISH AND WHITE STONE, 15 BY 24 INCHES
 LX3793'AND PROJECTING SOME 5 INCHES ABOVE GROUND.  IT IS RATHER
 LX3793'TRIANGULAR IN SHAPE AND THE CROSS IS ON THE EDGE OF TOP
 LX3793'TOWARD STATION.  IT IS 23.0 FEET, W 13 DEG S FROM STATION.
 LX3793'ROCK 4 IS OF HARD STONE SHOWING BROWN AND WHITE IN STREAKS.
 LX3793'IT IS 2-1/2 BY 3 FEET, PROJECTING ABOVE THE SURFACE ABOUT 1
 LX3793'FOOT.  IT IS GENERALLY ROUNDED AT THE EDGES, BUT PRESENTS ONE
 LX3793'PERPENDICULAR FACE ON ITS SOUTHERN SIDE TOWARD THE STATION.
 LX3793'ROCK IS ONE OF THE LARGEST IN THE STONE WALL ON N SIDE OF FIELD IN
 LX3793'WHICH STATION IS LOCATED, THE WAL IN THIS PART BEING SO
 LX3793'DILAPIDATED THAT ONLY A ROW OF STONES REMAIN.
 LX3793
 LX3793                          STATION RECOVERY (1959)
 LX3793
 LX3793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3793'FOUND THE CONN. SHELL FISH COMM. QUADRAPOD, PAINTED WHITE WITH
 LX3793'THE CENTERPOLE EXACTLY OVER STATION IN EXCELLENT CONDITION.  ALSO
 LX3793'FOUND STONE WALL IN TOLERABLE CONDITION WHICH RUNS NORTH AND
 LX3793'SOUTH ABOUT 75 FEET WEST OF STATION.
 LX3793'
 LX3793'SEARCHED 45 MINUTES FOR REFERENCE MARKS 1, 2, 3 AND 4, BUT FOUND
 LX3793'ONLY R.M. 2 WHICH IS 13.42 FEET S 35 DEG E FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6238 ***********************************************************************
 LX6238  DESIGNATION -  CHIPMAN
 LX6238  PID         -  LX6238
 LX6238  STATE/COUNTY-  CT/NEW HAVEN
 LX6238  USGS QUAD   -  GUILFORD (1984)
 LX6238
 LX6238                         *CURRENT SURVEY CONTROL
 LX6238  ___________________________________________________________________
 LX6238* NAD 83(1996)-  41 16 04.93874(N)    072 37 54.40838(W)     ADJUSTED  
 LX6238* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6238  ___________________________________________________________________
 LX6238  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX6238  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX6238
 LX6238  HORZ ORDER  -  SECOND
 LX6238
 LX6238.The horizontal coordinates were established by classical geodetic methods
 LX6238.and adjusted by the National Geodetic Survey in August 1998..
 LX6238
 LX6238.The orthometric height was scaled from a topographic map.
 LX6238
 LX6238.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6238
 LX6238.The geoid height was determined by GEOID03.
 LX6238
 LX6238;                    North         East     Units Scale Factor Converg.
 LX6238;SPC CT       -   200,684.224   314,706.595   MT  0.99999383   +0 04 42.2
 LX6238;SPC CT       -   658,411.49  1,032,499.89   sFT  0.99999383   +0 04 42.2
 LX6238;SPC NY L     -   123,202.587   414,645.624   MT  1.00002146   +0 53 41.7
 LX6238;SPC NY L     -   404,207.15  1,360,383.18   sFT  1.00002146   +0 53 41.7
 LX6238;UTM  18      - 4,571,217.442   698,369.315   MT  1.00008431   +1 33 45.2
 LX6238
 LX6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6238!SPC CT       -   1.00000463  x   0.99999383  =   0.99999846
 LX6238!SPC NY L     -   1.00000463  x   1.00002146  =   1.00002609
 LX6238!UTM  18      -   1.00000463  x   1.00008431  =   1.00008894
 LX6238
 LX6238|---------------------------------------------------------------------|
 LX6238| PID    Reference Object                     Distance      Geod. Az  |
 LX6238|                                                           dddmmss.s |
 LX6238| CZ7185 CHIPMAN RM 2                         14.310 METERS 04908     |
 LX6238| LX6203 MADISON CONG CHURCH TOWER           APPROX. 2.7 KM 0610900.4 |
 LX6238| LX6205 GARVANS CHIMNEY                     APPROX. 1.3 KM 0690319.9 |
 LX6238| LX6200 MADISON BEACH YACHT CLUB CHIM       APPROX. 2.6 KM 0843351.0 |
 LX6238| CZ7184 CHIPMAN RM 1                         34.900 METERS 31356     |
 LX6238|---------------------------------------------------------------------|
 LX6238
 LX6238                          SUPERSEDED SURVEY CONTROL
 LX6238
 LX6238  NAD 83(1992)-  41 16 04.93784(N)    072 37 54.40821(W) AD(       ) 2
 LX6238  NAD 83(1986)-  41 16 04.94004(N)    072 37 54.41118(W) AD(       ) 2
 LX6238  NAD 27      -  41 16 04.59100(N)    072 37 56.07400(W) AD(       ) 2
 LX6238
 LX6238.Superseded values are not recommended for survey control.
 LX6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6238.See file dsdata.txt to determine how the superseded data were derived.
 LX6238
 LX6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9836971217(NAD 83)
 LX6238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6238_SETTING: 66 = SET IN ROCK OUTCROP
 LX6238_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6238+STABILITY: POSITION/ELEVATION WELL
 LX6238
 LX6238  HISTORY     - Date     Condition        Report By
 LX6238  HISTORY     - 1933     MONUMENTED       CGS
 LX6238  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6238  HISTORY     - 1974     SEE DESCRIPTION  CTGS
 LX6238
 LX6238                          STATION DESCRIPTION
 LX6238
 LX6238'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6238'THIS STATION IS ON THE POINT OF ROCKS AT THE W SIDE OF WHAT IS
 LX6238'LOCALLY KNOWN AS CANOE HARBOR.  THE ROAD LEADING TO BASSETTS
 LX6238'SOUND VIEW GRILL LEADS TO THE IMMEDIATE VICINITY OF THE
 LX6238'STATION.  THE STATION IS ABOUT 5 METERS FROM HIGH WATER LINE TO
 LX6238'SOUTHWARD AND ABOUT 17 METERS FROM HIGH WATER LINE TO
 LX6238'EASTWARD.  THE SE CORNER OF A GREEN COTTAGE BEARS N 50 DEG W
 LX6238'(MAGNETIC) AND IS 61 METERS DISTANT.  THE SE CORNER OF BASSETS
 LX6238'PLACE BEARS N 10 DEG W (MAGNETIC) AND IS 68 METERS DISTANT.
 LX6238'THE LEDGE IS MUCH BROKEN UP ON THIS POINT.  THERE ARE SEVERAL
 LX6238'OUT-LYING ROCKS, BARE AT ALL STAGES OF THE TIDE.
 LX6238'
 LX6238'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6238'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 LX6238'IN THE ROCK.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 LX6238'STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED
 LX6238'IN NOTES 2A, AND 12A.
 LX6238'
 LX6238'REFERENCE MARK NO. 1 IS IN A SEPARATE OUTCROPPING INSHORE OF
 LX6238'STATION.  IT BEARS N 35 DEG W (MAGNETIC).
 LX6238'
 LX6238'REFERENCE MARK NO. 2 IS IN A PART OF THE SAME LEDGE AS THE
 LX6238'STATION.  IT BEARS N 60 DEG E (MAGNETIC).
 LX6238'
 LX6238'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6238
 LX6238                          STATION RECOVERY (1961)
 LX6238
 LX6238'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6238'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE STATION
 LX6238'IS STAMPED, CHIPMAN 1933 AND THE R.M.S ARE STAMPED, CHIPMAN NO
 LX6238'1 1933 AND CHIPMAN NO 2 1933.  THE DISTANCES WERE CHECKED AND
 LX6238'FOUND TO BE CORRECT.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933
 LX6238'IS COMPLETE AND ADEQUATE.
 LX6238
 LX6238                          STATION RECOVERY (1974)
 LX6238
 LX6238'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX6238'TO REACH STATION FROM THE INTERSECTION OF NECK RD. AND U.S. 1
 LX6238'IN THE TOWN OF MADISON.  GO S.W. ON NECK RD. FOR 0.55 MILE.  TURN
 LX6238'LEFT AND GO S ON TWIN COVE RD. FOR 0.36 MILE.  THEN GO EASTERLY
 LX6238'FOR 0.23 MILE TO STATION.
 LX6238'
 LX6238'R.M. 1 IS IN A SEPARATE OUTCROPPING INSHORE OF STATION.  IT BEARS
 LX6238'N 35 W (MAG.).  IT IS 31.5 FT SW OF SE CORNER AND 35 SE OF SW CORNER
 LX6238'OF HOUSE.
 LX6238'
 LX6238'R.M. 2 IS IN A PART OF THE SAME LEDGE AS THE STATION.  IT BEARS
 LX6238'N 60 E (MAG.).  IT IS 42 FT W OF H.W.L. AND 37 FT S OF H.W.L.
 LX6238'
 LX6238'R.M. 1 TO R.M. 2 127.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1086 ***********************************************************************
 LW1086  DESIGNATION -  CHIS CROSS
 LW1086  PID         -  LW1086
 LW1086  STATE/COUNTY-  CT/WINDHAM
 LW1086  USGS QUAD   -  PLAINFIELD (1983)
 LW1086
 LW1086                         *CURRENT SURVEY CONTROL
 LW1086  ___________________________________________________________________
 LW1086* NAD 83(1986)-  41 40 37.     (N)    071 54 54.     (W)     SCALED    
 LW1086* NAVD 88     -        61.055  (meters)     200.31   (feet)  ADJUSTED  
 LW1086  ___________________________________________________________________
 LW1086  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW1086  DYNAMIC HT  -          61.033 (meters)     200.24  (feet)  COMP
 LW1086  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LW1086
 LW1086  VERT ORDER  -  SECOND    CLASS 0
 LW1086
 LW1086.The horizontal coordinates were scaled from a topographic map and have
 LW1086.an estimated accuracy of +/- 6 seconds.
 LW1086
 LW1086.The orthometric height was determined by differential leveling
 LW1086.and adjusted by the National Geodetic Survey in June 1991..
 LW1086
 LW1086.The geoid height was determined by GEOID03.
 LW1086
 LW1086.The dynamic height is computed by dividing the NAVD 88
 LW1086.geopotential number by the normal gravity value computed on the
 LW1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1086.degrees latitude (g = 980.6199 gals.).
 LW1086
 LW1086.The modeled gravity was interpolated from observed gravity values.
 LW1086
 LW1086;                    North         East    Units  Estimated Accuracy
 LW1086;SPC CT       -   246,430.      374,330.      MT  (+/- 180 meters Scaled)
 LW1086
 LW1086                          SUPERSEDED SURVEY CONTROL
 LW1086
 LW1086  NGVD 29 (??/??/92)   61.31   (m)          201.1    (f) COMPUTED    2 0
 LW1086
 LW1086.Superseded values are not recommended for survey control.
 LW1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1086.See file dsdata.txt to determine how the superseded data were derived.
 LW1086
 LW1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG573180(NAD 83)
 LW1086_MARKER: X = CHISELED CROSS
 LW1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1086_SP_SET: STEP
 LW1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1086
 LW1086  HISTORY     - Date     Condition        Report By
 LW1086  HISTORY     - UNK      MONUMENTED       CTGS
 LW1086  HISTORY     - 1935     GOOD             NGS
 LW1086  HISTORY     - 1936     GOOD             NGS
 LW1086  HISTORY     - 19900503 GOOD             USPSQD
 LW1086
 LW1086                          STATION DESCRIPTION
 LW1086
 LW1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LW1086'IN PLAINFIELD.
 LW1086'IN PLAINFIELD, IN ST. PAULS CHURCH AT MAIN ENTRANCE ON SOUTHEAST
 LW1086'CORNER OF FIRST STEP 2 FEET ABOVE GRADE OF HIGHWAY.
 LW1086
 LW1086                          STATION RECOVERY (1936)
 LW1086
 LW1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1086'RECOVERED IN GOOD CONDITION.
 LW1086
 LW1086                          STATION RECOVERY (1990)
 LW1086
 LW1086'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0553 ***********************************************************************
 LX0553  DESIGNATION -  CHISELED SQUARE
 LX0553  PID         -  LX0553
 LX0553  STATE/COUNTY-  CT/HARTFORD
 LX0553  USGS QUAD   -  COLLINSVILLE (1984)
 LX0553
 LX0553                         *CURRENT SURVEY CONTROL
 LX0553  ___________________________________________________________________
 LX0553* NAD 83(1986)-  41 50 13.     (N)    072 55 50.     (W)     SCALED    
 LX0553* NAVD 88     -        94.931  (meters)     311.45   (feet)  ADJUSTED  
 LX0553  ___________________________________________________________________
 LX0553  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LX0553  DYNAMIC HT  -          94.903 (meters)     311.36  (feet)  COMP
 LX0553  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 LX0553
 LX0553  VERT ORDER  -  SECOND    CLASS 0
 LX0553
 LX0553.The horizontal coordinates were scaled from a topographic map and have
 LX0553.an estimated accuracy of +/- 6 seconds.
 LX0553
 LX0553.The orthometric height was determined by differential leveling
 LX0553.and adjusted by the National Geodetic Survey in June 1991..
 LX0553
 LX0553.The geoid height was determined by GEOID03.
 LX0553
 LX0553.The dynamic height is computed by dividing the NAVD 88
 LX0553.geopotential number by the normal gravity value computed on the
 LX0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0553.degrees latitude (g = 980.6199 gals.).
 LX0553
 LX0553.The modeled gravity was interpolated from observed gravity values.
 LX0553
 LX0553;                    North         East    Units  Estimated Accuracy
 LX0553;SPC CT       -   263,880.      289,800.      MT  (+/- 180 meters Scaled)
 LX0553
 LX0553                          SUPERSEDED SURVEY CONTROL
 LX0553
 LX0553  NGVD 29 (??/??/92)   95.171  (m)          312.24   (f) ADJ UNCH    2 0
 LX0553
 LX0553.Superseded values are not recommended for survey control.
 LX0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0553.See file dsdata.txt to determine how the superseded data were derived.
 LX0553
 LX0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM718337(NAD 83)
 LX0553_MARKER: Q = CHISELED SQUARE
 LX0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0553_SP_SET: BRIDGE
 LX0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0553
 LX0553  HISTORY     - Date     Condition        Report By
 LX0553  HISTORY     - UNK      MONUMENTED       USGS
 LX0553  HISTORY     - 1942     MARK NOT FOUND   NGS
 LX0553
 LX0553                          STATION DESCRIPTION
 LX0553
 LX0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LX0553'2.7 MI W FROM CANTON.
 LX0553'2.7 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED NEW YORK,
 LX0553'NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT CANTON,
 LX0553'HARTFORD COUNTY, AT AN 80-FOOT CONCRETE BRIDGE ON U.S. HIGHWAY
 LX0553'44 PARALLELING A RAILROAD GIRDER BRIDGE, IN THE SOUTHWEST WING
 LX0553'WALL, 14 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 LX0553'1 FOOT LOWER THAN THE HIGHWAY.  A CHISELED SQUARE, PAINTED T B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4740 ***********************************************************************
 LX4740  DESIGNATION -  CHUCK
 LX4740  PID         -  LX4740
 LX4740  STATE/COUNTY-  CT/WINDHAM
 LX4740  USGS QUAD   -  SCOTLAND (1983)
 LX4740
 LX4740                         *CURRENT SURVEY CONTROL
 LX4740  ___________________________________________________________________
 LX4740* NAD 83(1996)-  41 39 28.59381(N)    072 02 06.45674(W)     ADJUSTED  
 LX4740* NAVD 88     -       131.6    (meters)     432.     (feet)  VERTCON   
 LX4740  ___________________________________________________________________
 LX4740  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LX4740  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX4740
 LX4740  HORZ ORDER  -  SECOND
 LX4740
 LX4740.The horizontal coordinates were established by classical geodetic methods
 LX4740.and adjusted by the National Geodetic Survey in August 1998..
 LX4740
 LX4740.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4740
 LX4740.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4740
 LX4740.The geoid height was determined by GEOID03.
 LX4740
 LX4740;                    North         East     Units Scale Factor Converg.
 LX4740;SPC CT       -   244,227.007   364,342.981   MT  0.99998549   +0 28 26.4
 LX4740;SPC CT       -   801,268.11  1,195,348.60   sFT  0.99998549   +0 28 26.4
 LX4740;UTM  18      - 4,616,046.675   746,867.358   MT  1.00035003   +1 58 18.1
 LX4740;UTM  19      - 4,616,250.467   247,282.394   MT  1.00038600   -2 01 06.5
 LX4740
 LX4740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4740!SPC CT       -   0.99998407  x   0.99998549  =   0.99996956
 LX4740!UTM  18      -   0.99998407  x   1.00035003  =   1.00033410
 LX4740!UTM  19      -   0.99998407  x   1.00038600  =   1.00037007
 LX4740
 LX4740|---------------------------------------------------------------------|
 LX4740| PID    Reference Object                     Distance      Geod. Az  |
 LX4740|                                                           dddmmss.s |
 LX4740| CZ7186 CHUCK RM 1                           10.028 METERS 10833     |
 LX4740| CZ7187 CHUCK RM 3                                         1541047.8 |
 LX4740| LX4741 CHUCK RM 2                            7.073 METERS 19939     |
 LX4740|---------------------------------------------------------------------|
 LX4740
 LX4740                          SUPERSEDED SURVEY CONTROL
 LX4740
 LX4740  NAD 83(1996)-  41 39 28.59284(N)    072 02 06.45613(W) AD(       ) 2
 LX4740  NAD 83(1992)-  41 39 28.59294(N)    072 02 06.45623(W) AD(       ) 2
 LX4740  NAD 83(1992)-  41 39 28.59334(N)    072 02 06.45701(W) AD(       ) 2
 LX4740  NAD 83(1986)-  41 39 28.59348(N)    072 02 06.45688(W) AD(       ) 2
 LX4740  NAD 27      -  41 39 28.23854(N)    072 02 08.18069(W) AD(       ) 2
 LX4740  NGVD 29 (07/19/86)  131.9    (m)          433.     (f) VERT ANG       
 LX4740
 LX4740.Superseded values are not recommended for survey control.
 LX4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4740.See file dsdata.txt to determine how the superseded data were derived.
 LX4740
 LX4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4686716047(NAD 83)
 LX4740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4740+STABILITY: SURFACE MOTION
 LX4740
 LX4740  HISTORY     - Date     Condition        Report By
 LX4740  HISTORY     - 1975     MONUMENTED       NGS
 LX4740
 LX4740                          STATION DESCRIPTION
 LX4740
 LX4740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4740'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF JEWETT CITY,
 LX4740'3-1/2 MILES SOUTHEAST OF SCOTLAND, 3-1/2 MILES NORTH OF NEWENT, 2
 LX4740'MILES NORTHEAST OF HANOVER AND ON THE ROAD RIGHT-OF-WAY OWNED BY
 LX4740'THE TOWN OF LISBON.
 LX4740'
 LX4740'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 138 AND
 LX4740'169 IN THE TOWN OF NEWENT, GO NORTH ON HIGHWAY 169 FOR 1.4 MILES
 LX4740'TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON KIMBALL ROAD
 LX4740'FOR 1.35 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WESTERLY ON
 LX4740'SULLIVAN ROAD FOR 0.9 MILE TO A T-ROAD.  TURN RIGHT AND GO
 LX4740'NORTHERLY ON WATER STREET FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 LX4740'LEFT, CONTINUE NORTHERLY ON WATER STREET FOR 0.15 MILE TO A
 LX4740'CROSSROAD, TURN LEFT AND GO WEST ON WOODCHUCK HILL ROAD FOR
 LX4740'0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4740'
 LX4740'THE STATION MARKS, STAMPED CHUCK 1974, ARE STANDARD DISKS.  THE
 LX4740'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX4740'WHICH IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LX4740'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48
 LX4740'INCHES BELOW THE GROUND SURFACE.  THEY ARE 45 FEET EAST OF THE
 LX4740'APPROXIMATE CENTER OF A PRIVATE DRIVE, 26.8 FEET NORTHEAST OF
 LX4740'POWER LINE POLE NUMBER 1596, 12.6 FEET NORTH OF THE APPROXIMATE
 LX4740'CENTER OF WOODCHUCK HILL ROAD AND 6.1 FEET SOUTH OF A ROCK
 LX4740'FENCE.
 LX4740'
 LX4740'REFERENCE MARK 1, STAMPED CHUCK NO 1 1974, IS A STANDARD DISK SET
 LX4740'IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LX4740'GROUND SURFACE.  IT IS 79 FEET EAST OF THE CENTER OF THE DRIVE,
 LX4740'11.0 FEET SOUTH OF A ROCK FENCE AND 9.5 FEET NORTH OF THE CENTER
 LX4740'OF WOODCHUCK HILL ROAD.
 LX4740'
 LX4740'REFERENCE MARK 2, STAMPED CHUCK NO 2 1974, IS A STANDARD DISK
 LX4740'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH WITH
 LX4740'THE GROUND SURFACE.  IT IS 29 FEET SOUTH OF A ROCK FENCE, 10 FEET
 LX4740'EAST OF POWER LINE POLE NUMBER 1596 AND 10 FEET SOUTH OF THE
 LX4740'CENTER OF WOODCHUCK HILL ROAD.
 LX4740'
 LX4740'REFERENCE MARK 3, STAMPED CHUCK NO 3 1974, IS A STANDARD DISK
 LX4740'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 5 FOOT BOULDER WHICH
 LX4740'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 17 FEET
 LX4740'WEST OF THE CENTER OF WATER STREET, 5.0 FEET SOUTHEAST OF A METAL
 LX4740'WITNESS POST, 4.0 FEET NORTH-NORTHWEST OF A 24-INCH TREE AND 4.0
 LX4740'FEET EAST OF A FENCE.
 LX4740'
 LX4740'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5150 ***********************************************************************
 LX5150  DESIGNATION -  CHURCH
 LX5150  PID         -  LX5150
 LX5150  STATE/COUNTY-  CT/NEW LONDON
 LX5150  USGS QUAD   -  UNCASVILLE (1984)
 LX5150
 LX5150                         *CURRENT SURVEY CONTROL
 LX5150  ___________________________________________________________________
 LX5150* NAD 83(1996)-  41 27 22.57737(N)    072 00 07.22329(W)     ADJUSTED  
 LX5150* NAVD 88     -       125.7    (meters)     412.     (feet)  VERTCON   
 LX5150  ___________________________________________________________________
 LX5150  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 LX5150  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5150
 LX5150  HORZ ORDER  -  FIRST
 LX5150
 LX5150.The horizontal coordinates were established by classical geodetic methods
 LX5150.and adjusted by the National Geodetic Survey in August 1998..
 LX5150
 LX5150.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5150
 LX5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5150
 LX5150.The geoid height was determined by GEOID03.
 LX5150
 LX5150;                    North         East     Units Scale Factor Converg.
 LX5150;SPC CT       -   221,853.007   367,295.420   MT  0.99998405   +0 29 45.5
 LX5150;SPC CT       -   727,862.74  1,205,035.06   sFT  0.99998405   +0 29 45.5
 LX5150;UTM  18      - 4,593,748.840   750,403.390   MT  1.00037171   +1 59 09.0
 LX5150;UTM  19      - 4,593,760.471   249,261.397   MT  1.00037378   -1 59 18.6
 LX5150
 LX5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5150!SPC CT       -   0.99998506  x   0.99998405  =   0.99996911
 LX5150!UTM  18      -   0.99998506  x   1.00037171  =   1.00035676
 LX5150!UTM  19      -   0.99998506  x   1.00037378  =   1.00035883
 LX5150
 LX5150:                Primary Azimuth Mark                     Grid Az
 LX5150:SPC CT       -  PROSPECT 2                               010 31 12.7
 LX5150:UTM  18      -  PROSPECT 2                               009 01 49.2
 LX5150:UTM  19      -  PROSPECT 2                               013 00 16.8
 LX5150
 LX5150|---------------------------------------------------------------------|
 LX5150| PID    Reference Object                     Distance      Geod. Az  |
 LX5150|                                                           dddmmss.s |
 LX5150| LW3582 PROSPECT 2                          APPROX. 9.1 KM 0110058.2 |
 LX5150| LW3470 NORTH STONINGTON TV TOWER           APPROX. 6.1 KM 0851557.2 |
 LX5150| CZ7189 CHURCH RM 1                          36.780 METERS 09723     |
 LX5150| CZ7188 CHURCH AZ MK                         38.536 METERS 16653     |
 LX5150| LX5158 UNCASVILLE C L P STACK              APPROX. 8.8 KM 2491540.3 |
 LX5150| CZ7190 CHURCH RM 2                          33.488 METERS 27359     |
 LX5150|---------------------------------------------------------------------|
 LX5150
 LX5150                          SUPERSEDED SURVEY CONTROL
 LX5150
 LX5150  NAD 83(1992)-  41 27 22.57627(N)    072 00 07.22256(W) AD(       ) 1
 LX5150  NAD 83(1986)-  41 27 22.57653(N)    072 00 07.22493(W) AD(       ) 1
 LX5150  NAD 27      -  41 27 22.22193(N)    072 00 08.95288(W) AD(       ) 1
 LX5150  NGVD 29 (07/19/86)  126.0    (m)          413.     (f) VERT ANG       
 LX5150
 LX5150.Superseded values are not recommended for survey control.
 LX5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5150.See file dsdata.txt to determine how the superseded data were derived.
 LX5150
 LX5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5040393749(NAD 83)
 LX5150_MARKER: DS = TRIANGULATION STATION DISK
 LX5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5150+STABILITY: SURFACE MOTION
 LX5150
 LX5150  HISTORY     - Date     Condition        Report By
 LX5150  HISTORY     - 1975     MONUMENTED       NGS
 LX5150
 LX5150                          STATION DESCRIPTION
 LX5150
 LX5150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5150'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF
 LX5150'HALLVILLE, 3 MILES SOUTHEAST OF POQUETANUCK AND 1 MILE
 LX5150'NORTHEAST OF LEDYARD.  IT IS ON THE PROPERTY OF MR. ROBERTSON,
 LX5150'POST OFFICE BOX 185, GUILFORD, CONNECTICUT.  THE LAND OF
 LX5150'HAZEL J. GUNUSKEY, RFD 2, LEDYARD, CONNECTICUT, WILL ALSO BE
 LX5150'CROSSED IN REACHING THE STATION.  HER TELEPHONE NUMBER IS
 LX5150'464-2738.
 LX5150'
 LX5150'TO REACH THE STATION FROM THE POST OFFICE IN LEDYARD CENTER,
 LX5150'GO NORTHERLY ON STATE HIGHWAY 117 FOR 0.15 MILE TO THE JUNCTION
 LX5150'OF STATE HIGHWAY 214.  CONTINUE NORTH ON STATE HIGHWAY 117
 LX5150'FOR 0.8 MILE TO CHURCH HILL ROAD ON THE RIGHT, TURN RIGHT AND
 LX5150'GO NORTHEASTERLY ON CHURCH HILL ROAD FOR 0.15 MILE TO THE
 LX5150'JUNCTION OF SPICER HILL ROAD.  TURN RIGHT AND GO SOUTHEASTERLY
 LX5150'ON SPICER HILL ROAD FOR 0.5 MILE TO A SIDE ROAD ON THE LEFT,
 LX5150'WHICH IS AN EXTENSION OF SPICER HILL ROAD.  TURN LEFT AND GO
 LX5150'EASTERLY ON SPICER HILL ROAD EXT. FOR 0.25 MILE TO A WOODS
 LX5150'ROAD ON THE LEFT, TURN LEFT AND GO NORTHERLY, UP A STEEP
 LX5150'GRADE, ON THE WOODS ROAD FOR 0.15 MILE TO AN OPENING IN A ROCK
 LX5150'FENCE, CONTINUE NORTHERLY ALONG THE WOODS ROAD FOR 0.15 MILE
 LX5150'TO THE STATION AS DESCRIBED.  NOTE--A FOUR WHEEL DRIVE
 LX5150'VEHICLE WILL BE NEEDED IN WET WEATHER FOR THE LAST 0.3 MILE
 LX5150'TO THE STATION.
 LX5150'
 LX5150'THE STATION MARKS, STAMPED CHURCH 1975, ARE STANDARD
 LX5150'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND
 LX5150'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 31
 LX5150'FEET SOUTH OF A ROCK FENCE, 14.5 FEET SOUTHEAST OF AN 8-INCH
 LX5150'HICKORY TREE AND 5.2 FEET WEST OF A METAL WITNESS POST.  THE
 LX5150'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX5150'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX5150'
 LX5150'REFERENCE MARK 1, STAMPED CHURCH NO 1 1975, IS A STANDARD
 LX5150'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX5150'IS ABOUT 2 FEET BY 3 FEET AND PROJECTS ABOUT 8 INCHES ABOVE
 LX5150'THE GROUND SURFACE.  IT IS 58 FEET SOUTH OF A ROCK FENCE, 25
 LX5150'FEET NORTHWEST OF A 10-INCH WHITE OAK TREE AND 3.1 FEET WEST
 LX5150'OF A METAL WITNESS POST.
 LX5150'
 LX5150'REFERENCE MARK 2, STAMPED CHURCH NO 2 1975, IS A STANDARD
 LX5150'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX5150'BEDROCK WHICH IS ABOUT 1 FOOT BY 4 FEET AND PROJECTS ABOUT 6
 LX5150'INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET NORTHEAST OF
 LX5150'AN 18-INCH OAK TREE, 10 FEET SOUTH OF A ROCK FENCE, 4.3 FEET
 LX5150'EAST OF A METAL WITNESS POST AND 4 FEET SOUTH OF A 7-INCH
 LX5150'HICKORY TREE.
 LX5150'
 LX5150'THE AZIMUTH MARK, STAMPED CHURCH AZ 1975, IS A STANDARD
 LX5150'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LX5150'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT
 LX5150'IS 137 FEET SOUTH OF A ROCK FENCE, 12 FEET WEST OF THE CENTER
 LX5150'OF THE WOODS ROAD AND 3.2 FEET EAST OF A METAL WITNESS POST.
 LX5150'
 LX5150'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5903 ***********************************************************************
 LX5903  DESIGNATION -  CHURCHILLS CHIMNEY
 LX5903  PID         -  LX5903
 LX5903  STATE/COUNTY-  CT/MIDDLESEX
 LX5903  USGS QUAD   -  ESSEX (1977)
 LX5903
 LX5903                         *CURRENT SURVEY CONTROL
 LX5903  ___________________________________________________________________
 LX5903* NAD 83(1996)-  41 21 56.54481(N)    072 23 20.84990(W)     ADJUSTED  
 LX5903* NAVD 88     -                                                        
 LX5903  ___________________________________________________________________
 LX5903  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5903  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5903
 LX5903  HORZ ORDER  -  THIRD
 LX5903
 LX5903.The horizontal coordinates were established by classical geodetic methods
 LX5903.and adjusted by the National Geodetic Survey in August 1998..
 LX5903
 LX5903
 LX5903.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5903
 LX5903.The geoid height was determined by GEOID03.
 LX5903
 LX5903;                    North         East     Units Scale Factor Converg.
 LX5903;SPC CT       -   211,587.442   334,993.989   MT  0.99998742   +0 14 21.4
 LX5903;SPC CT       -   694,183.13  1,099,059.45   sFT  0.99998742   +0 14 21.4
 LX5903;UTM  18      - 4,582,644.555   718,370.135   MT  1.00018689   +1 43 34.0
 LX5903
 LX5903                          SUPERSEDED SURVEY CONTROL
 LX5903
 LX5903  NAD 83(1992)-  41 21 56.54390(N)    072 23 20.84958(W) AD(       ) 4
 LX5903  NAD 83(1986)-  41 21 56.54572(N)    072 23 20.85278(W) AD(       ) 4
 LX5903  NAD 27      -  41 21 56.18700(N)    072 23 22.56100(W) AD(       ) 3
 LX5903
 LX5903.Superseded values are not recommended for survey control.
 LX5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5903.See file dsdata.txt to determine how the superseded data were derived.
 LX5903
 LX5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1837082645(NAD 83)
 LX5903
 LX5903  HISTORY     - Date     Condition        Report By
 LX5903  HISTORY     - 1934     MONUMENTED       CGS
 LX5903  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5903  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5903
 LX5903                          STATION DESCRIPTION
 LX5903
 LX5903'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5903'THIS STATION IS ON A HOUSE BELONGING TO GEORGE CHURCHILL.  IT
 LX5903'IS LOCATED ON THE N SHORE OF NORTH COVE, JUST INSIDE FOXBORO
 LX5903'POINT.  THE HOUSE IS 1 1/2-STORIES HIGH, PAINTED WHITE, WITH A
 LX5903'RED ROOF.
 LX5903'
 LX5903'THE HOUSE FACES S AND THE CHIMNEY IS IN THE MIDDLE OF THE ROOF
 LX5903'IN AN E AND W DIRECTION.
 LX5903'
 LX5903'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX5903
 LX5903                          STATION RECOVERY (1961)
 LX5903
 LX5903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5903'THE STATION IS LOST.  MOST OF THE HOUSE HAS BEEN REBUILT AND THE
 LX5903'CHIMNEY IS UNIDENTIFIABLE.  THIS STATION SHOULD BE CONSIDERED
 LX5903'DESTROYED.
 LX5903
 LX5903                          STATION RECOVERY (1997)
 LX5903
 LX5903'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5903'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6120 ***********************************************************************
 LX6120  DESIGNATION -  CHURCHS GABLE
 LX6120  PID         -  LX6120
 LX6120  STATE/COUNTY-  CT/MIDDLESEX
 LX6120  USGS QUAD   -  HADDAM (1971)
 LX6120
 LX6120                         *CURRENT SURVEY CONTROL
 LX6120  ___________________________________________________________________
 LX6120* NAD 83(1996)-  41 28 32.89585(N)    072 30 52.31568(W)     ADJUSTED  
 LX6120* NAVD 88     -                                                        
 LX6120  ___________________________________________________________________
 LX6120  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 LX6120  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6120
 LX6120  HORZ ORDER  -  THIRD
 LX6120
 LX6120.The horizontal coordinates were established by classical geodetic methods
 LX6120.and adjusted by the National Geodetic Survey in August 1998..
 LX6120
 LX6120
 LX6120.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6120
 LX6120.The geoid height was determined by GEOID03.
 LX6120
 LX6120;                    North         East     Units Scale Factor Converg.
 LX6120;SPC CT       -   223,778.666   324,468.244   MT  0.99998365   +0 09 22.1
 LX6120;SPC CT       -   734,180.51  1,064,526.23   sFT  0.99998365   +0 09 22.1
 LX6120;UTM  18      - 4,594,560.260   707,529.335   MT  1.00013005   +1 38 48.2
 LX6120
 LX6120                          SUPERSEDED SURVEY CONTROL
 LX6120
 LX6120  NAD 83(1992)-  41 28 32.89509(N)    072 30 52.31553(W) AD(       ) 4
 LX6120  NAD 83(1986)-  41 28 32.89691(N)    072 30 52.31796(W) AD(       ) 4
 LX6120  NAD 27      -  41 28 32.53800(N)    072 30 54.01500(W) AD(       ) 3
 LX6120
 LX6120.Superseded values are not recommended for survey control.
 LX6120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6120.See file dsdata.txt to determine how the superseded data were derived.
 LX6120
 LX6120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0752994560(NAD 83)
 LX6120
 LX6120  HISTORY     - Date     Condition        Report By
 LX6120  HISTORY     - 1935     MONUMENTED       CGS
 LX6120  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6120
 LX6120                          STATION DESCRIPTION
 LX6120
 LX6120'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6120'RESIDENCE OF ANNA E. CHURCH IS NEAR THE TOP OF THE PROMINENT
 LX6120'HILL NORTH-WESTERLY OF THE HADDAM JAIL.  THE HOUSE IS TWO-STORIES
 LX6120'HIGH WITH A ONE-STORY WING AT THE S SIDE AND A FURTHER ONE-STORY
 LX6120'WING AT THE SW CORNER OF THE FIRST.  GABLES FACE E AND W.
 LX6120'
 LX6120'TWO RED BRICK CHIMNEYS SHOW.  A SLIM ONE IS NEAR THE S END
 LX6120'OF THE WING AND ONE IS IN THE MIDDLE OF THE MAIN HOUSE.
 LX6120'
 LX6120'THE ROOF IS OF GREEN PAPER.
 LX6120'
 LX6120'SIDES ARE A WEATHERED WHITE WITH GREEN SHUTTERS.
 LX6120'
 LX6120'CENTER IS APEX OF E GABLE.
 LX6120
 LX6120                          STATION RECOVERY (1948)
 LX6120
 LX6120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6120'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6519 ***********************************************************************
 LX6519  DESIGNATION -  CITY
 LX6519  PID         -  LX6519
 LX6519  STATE/COUNTY-  CT/NEW HAVEN
 LX6519  USGS QUAD   -  NEW HAVEN (1984)
 LX6519
 LX6519                         *CURRENT SURVEY CONTROL
 LX6519  ___________________________________________________________________
 LX6519* NAD 83(1996)-  41 16 49.40823(N)    072 55 45.80407(W)     ADJUSTED  
 LX6519* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6519  ___________________________________________________________________
 LX6519  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LX6519  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX6519
 LX6519  HORZ ORDER  -  THIRD
 LX6519
 LX6519.The horizontal coordinates were established by classical geodetic methods
 LX6519.and adjusted by the National Geodetic Survey in August 1998..
 LX6519
 LX6519.The orthometric height was scaled from a topographic map.
 LX6519
 LX6519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6519
 LX6519.The geoid height was determined by GEOID03.
 LX6519
 LX6519;                    North         East     Units Scale Factor Converg.
 LX6519;SPC CT       -   202,064.912   289,771.858   MT  0.99999286   -0 07 08.2
 LX6519;SPC CT       -   662,941.30    950,693.17   sFT  0.99999286   -0 07 08.2
 LX6519;SPC NY L     -   124,227.242   389,692.997   MT  1.00002306   +0 42 01.0
 LX6519;SPC NY L     -   407,568.88  1,278,517.77   sFT  1.00002306   +0 42 01.0
 LX6519;UTM  18      - 4,571,951.604   673,406.361   MT  0.99997008   +1 21 59.1
 LX6519
 LX6519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6519!SPC CT       -   1.00000457  x   0.99999286  =   0.99999743
 LX6519!SPC NY L     -   1.00000457  x   1.00002306  =   1.00002763
 LX6519!UTM  18      -   1.00000457  x   0.99997008  =   0.99997465
 LX6519
 LX6519:                Primary Azimuth Mark                     Grid Az
 LX6519:SPC CT       -  SANDY                                    159 18 26.7
 LX6519:SPC NY L     -  SANDY                                    158 29 17.5
 LX6519:UTM  18      -  SANDY                                    157 49 19.4
 LX6519
 LX6519|---------------------------------------------------------------------|
 LX6519| PID    Reference Object                     Distance      Geod. Az  |
 LX6519|                                                           dddmmss.s |
 LX6519| LX6483 SANDY                               APPROX. 1.4 KM 1591118.5 |
 LX6519| CZ7191 CITY RM 1                            24.730 METERS 31852     |
 LX6519|---------------------------------------------------------------------|
 LX6519
 LX6519                          SUPERSEDED SURVEY CONTROL
 LX6519
 LX6519  NAD 83(1992)-  41 16 49.40729(N)    072 55 45.80386(W) AD(       ) 3
 LX6519  NAD 83(1986)-  41 16 49.40921(N)    072 55 45.80866(W) AD(       ) 3
 LX6519  NAD 27      -  41 16 49.06200(N)    072 55 47.43800(W) AD(       ) 3
 LX6519
 LX6519.Superseded values are not recommended for survey control.
 LX6519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6519.See file dsdata.txt to determine how the superseded data were derived.
 LX6519
 LX6519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7340671952(NAD 83)
 LX6519_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6519+STABILITY: SURFACE MOTION
 LX6519
 LX6519  HISTORY     - Date     Condition        Report By
 LX6519  HISTORY     - 1933     MONUMENTED       CGS
 LX6519
 LX6519                          STATION DESCRIPTION
 LX6519
 LX6519'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6519'THE STATION IS LOCATED ON OYSTER POINT, BUT KNOWN LOCALLY
 LX6519'AS CITY POINT.  IT IS ON THE DOCK OF THE SEACOAST OYSTER
 LX6519'COMPANY AT THE SE CORNER OF THE DOCK.  THIS IS THE MORE
 LX6519'EASTERLY OF TWO OYSTER DOCKS AT THE FOOT OF HOWARD
 LX6519'AVENUE.  STATION IS 14 METERS N OF THE S FACE AND 7 METERS
 LX6519'E OF THE W FACE OF THIS DOCK.
 LX6519'
 LX6519'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6519'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6519'
 LX6519'REFERENCE MARK NO.1 BEARS N 25 DEG W (MAGNETIC) AND IS 2
 LX6519'METERS E OF THE W EDGE OF THE DOCK.  IT IS JUST W OF PATH
 LX6519'LEADING FROM OFFICE OF OYSTER COMPANY.
 LX6519'
 LX6519'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0862 ***********************************************************************
 LX0862  DESIGNATION -  CITY ENGINEER C OF B
 LX0862  PID         -  LX0862
 LX0862  STATE/COUNTY-  CT/FAIRFIELD
 LX0862  USGS QUAD   -  BRIDGEPORT (1984)
 LX0862
 LX0862                         *CURRENT SURVEY CONTROL
 LX0862  ___________________________________________________________________
 LX0862* NAD 83(1986)-  41 10 33.     (N)    073 10 01.     (W)     SCALED    
 LX0862* NAVD 88     -         5.600  (meters)      18.37   (feet)  ADJUSTED  
 LX0862  ___________________________________________________________________
 LX0862  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX0862  DYNAMIC HT  -           5.598 (meters)      18.37  (feet)  COMP
 LX0862  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 LX0862
 LX0862  VERT ORDER  -  SECOND    CLASS 0
 LX0862
 LX0862.The horizontal coordinates were scaled from a topographic map and have
 LX0862.an estimated accuracy of +/- 6 seconds.
 LX0862
 LX0862.The orthometric height was determined by differential leveling
 LX0862.and adjusted by the National Geodetic Survey in June 1991..
 LX0862
 LX0862.The geoid height was determined by GEOID03.
 LX0862
 LX0862.The dynamic height is computed by dividing the NAVD 88
 LX0862.geopotential number by the normal gravity value computed on the
 LX0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0862.degrees latitude (g = 980.6199 gals.).
 LX0862
 LX0862.The modeled gravity was interpolated from observed gravity values.
 LX0862
 LX0862;                    North         East    Units  Estimated Accuracy
 LX0862;SPC CT       -   190,520.      269,810.      MT  (+/- 180 meters Scaled)
 LX0862
 LX0862                          SUPERSEDED SURVEY CONTROL
 LX0862
 LX0862  NGVD 29 (??/??/92)    5.94   (m)           19.5    (f) COMPUTED    2 0
 LX0862
 LX0862.Superseded values are not recommended for survey control.
 LX0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0862.See file dsdata.txt to determine how the superseded data were derived.
 LX0862
 LX0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL537598(NAD 83)
 LX0862_MARKER: DD = SURVEY DISK
 LX0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0862+STABILITY: SURFACE MOTION
 LX0862
 LX0862  HISTORY     - Date     Condition        Report By
 LX0862  HISTORY     - UNK      MONUMENTED       CT0080
 LX0862  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0862
 LX0862                          STATION DESCRIPTION
 LX0862
 LX0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0862'AT BRIDGEPORT.
 LX0862'AT BRIDGEPORT, AT THE INTERSECTION OF ORANGE STREET AND NEWFIELD
 LX0862'AVENUE, 5 FEET SOUTHWEST OF THE SOUTHWEST CURB OF ORANGE STREET,
 LX0862'5 FEET NORTHEAST OF THE NORTHEAST CURB OF NEWFIELD AVENUE,
 LX0862'A SMALL PLUG SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LX0862'SIDEWALK.  NOTE-- A NEW SIDEWALK BUILT IN AREA PROBABLY COVERED
 LX0862'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7428 ***********************************************************************
 LX7428  DESIGNATION -  CLAIROL
 LX7428  PID         -  LX7428
 LX7428  STATE/COUNTY-  CT/FAIRFIELD
 LX7428  USGS QUAD   -  STAMFORD (1984)
 LX7428
 LX7428                         *CURRENT SURVEY CONTROL
 LX7428  ___________________________________________________________________
 LX7428* NAD 83(1996)-  41 03 15.35290(N)    073 30 49.59843(W)     ADJUSTED  
 LX7428* NAVD 88     -        39.6    (meters)     130.     (feet)  VERTCON   
 LX7428  ___________________________________________________________________
 LX7428  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 LX7428  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX7428
 LX7428  HORZ ORDER  -  FIRST
 LX7428
 LX7428.The horizontal coordinates were established by classical geodetic methods
 LX7428.and adjusted by the National Geodetic Survey in August 1998..
 LX7428
 LX7428.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7428
 LX7428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7428
 LX7428.The geoid height was determined by GEOID03.
 LX7428
 LX7428;                    North         East     Units Scale Factor Converg.
 LX7428;SPC CT       -   177,220.014   240,592.479   MT  1.00001792   -0 30 23.1
 LX7428;SPC CT       -   581,429.33    789,343.82   sFT  1.00001792   -0 30 23.1
 LX7428;UTM  18      - 4,545,844.976   624,892.983   MT  0.99979198   +0 58 34.5
 LX7428
 LX7428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7428!SPC CT       -   0.99999854  x   1.00001792  =   1.00001646
 LX7428!UTM  18      -   0.99999854  x   0.99979198  =   0.99979052
 LX7428
 LX7428|---------------------------------------------------------------------|
 LX7428| PID    Reference Object                     Distance      Geod. Az  |
 LX7428|                                                           dddmmss.s |
 LX7428| LX7429 CLAIROL RM 3                        199.126 METERS 15924     |
 LX7428| CR9109 CLAIROL RM 2                         29.379 METERS 26555     |
 LX7428| CR9108 CLAIROL RM 1                         28.620 METERS 35930     |
 LX7428|---------------------------------------------------------------------|
 LX7428
 LX7428                          SUPERSEDED SURVEY CONTROL
 LX7428
 LX7428  NAD 83(1992)-  41 03 15.35188(N)    073 30 49.59816(W) AD(       ) 1
 LX7428  NAD 83(1986)-  41 03 15.35393(N)    073 30 49.59777(W) AD(       ) 1
 LX7428  NAD 83(1986)-  41 03 15.35097(N)    073 30 49.59593(W) AD(       ) 1
 LX7428  NGVD 29 (10/23/89)   40.0    (m)          131.     (f) VERT ANG       
 LX7428
 LX7428.Superseded values are not recommended for survey control.
 LX7428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7428.See file dsdata.txt to determine how the superseded data were derived.
 LX7428
 LX7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2489345845(NAD 83)
 LX7428_MARKER: DS = TRIANGULATION STATION DISK
 LX7428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7428_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7428+STABILITY: SURFACE MOTION
 LX7428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7428+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 LX7428
 LX7428  HISTORY     - Date     Condition        Report By
 LX7428  HISTORY     - 1983     MONUMENTED       NGS
 LX7428  HISTORY     - 20000615 GOOD             LOCENG
 LX7428
 LX7428                          STATION DESCRIPTION
 LX7428
 LX7428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7428'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST OF
 LX7428'THE STAMFORD CITY HALL, 0.5 KM (0.3 MI) SOUTHWEST OF THE
 LX7428'JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 106 AND
 LX7428'75 METERS (246 FT) NORTHEAST OF THE GUARD BOOTH AT THE
 LX7428'MAIN ENTRANCE TO THE CLAIROL COMPANY COMPLEX.
 LX7428'OWNERSHIP--CLAIROL COMPANY, RICHARD A SOJKA,
 LX7428'DIRECTOR OF ENGINEERING, ONE BLACHLEY ROAD,
 LX7428'STAMFORD CT 06922, PHONE 203-357-5249.
 LX7428'
 LX7428'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 LX7428'AND STATE HIGHWAY 106 IN EAST STAMFORD, GO SOUTHWEST ON
 LX7428'HIGHWAY 1 FOR 0.2 KM (0.15 MI) TO A PAVED ROAD LEFT.
 LX7428'TURN LEFT AND GO SOUTH ON BLACHLEY ROAD FOR 0.3 KM
 LX7428'(0.2 MI) TO A LOCKED GATE IN THE FENCE ON LEFT, ABOUT 50
 LX7428'METERS (164 FT) BEFORE THE GUARD BOOTH.  TURN LEFT THRU
 LX7428'GATE FOR ABOUT 60 METERS (197 FT) TO THE STATION ON RIGHT.
 LX7428'
 LX7428'THE STATION IS A STANDARD NGS DISK
 LX7428'STAMPED---CLAIROL 1983---,
 LX7428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7428'FLUSH WITH GROUND.  IT IS LOCATED
 LX7428'31.55 METERS (103.5 FT) SOUTH FROM A WITNESS POST,
 LX7428'16.60 METERS (54.4 FT) NORTHEAST FROM THE WESTERN MOST OF 14 PINE
 LX7428'TREES,
 LX7428'14.3 METERS (47.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A
 LX7428'PAVED ROAD AND
 LX7428'4.85 METERS (15.9 FT) EAST FROM A WITNESS POST.
 LX7428'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7428'STAMPED---CLAIROL 1983---,
 LX7428'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX7428'
 LX7428'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7428'STAMPED---CLAIROL NO 1 1983---,
 LX7428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7428'FLUSH WITH GROUND.  IT IS LOCATED
 LX7428'14.4 METERS (47.0 FT) NORTH FROM THE APPROXIMATE ROAD CENTER,
 LX7428'5.69 METERS (18.7 FT) SOUTH FROM A FENCE AND
 LX7428'3.0 METERS (9.9 FT) SOUTH FROM THE WITNESS POST.
 LX7428'MARK IS LEVEL WITH STATION.
 LX7428'
 LX7428'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7428'STAMPED---CLAIROL NO 2 1983---,
 LX7428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7428'FLUSH WITH GROUND.  IT IS LOCATED
 LX7428'16.5 METERS (54.1 FT) EAST-SOUTHEAST FROM A 0.6 METER IN DIAMETER
 LX7428'MAPLE TREE,
 LX7428'24.54 METERS (80.5 FT) WEST FROM A WITNESS POST AND
 LX7428'13.8 METERS (45.3 FT) SOUTH FROM THE APPROXIMATE ROAD CENTER.
 LX7428'MARK IS ABOVE STATION 1.2 METERS.
 LX7428'
 LX7428'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7428'STAMPED---CLAIROL NO 3 1983---,
 LX7428'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7428'FLUSH WITH GROUND.  IT IS LOCATED
 LX7428'8.45 METERS (27.7 FT) EAST FROM THE EDGE OF A PARKING LOT,
 LX7428'3.6 METERS (11.8 FT) WEST FROM THE CENTER OF A GATE LEADING TO A
 LX7428'BALL FIELD AND
 LX7428'0.35 METER (1.2 FT) NORTH FROM A WITNESS POST IN THE FENCE LINE
 LX7428'AROUND THE BALL FIELD.
 LX7428'MARK IS BELOW STATION 5.0 METERS.
 LX7428'
 LX7428'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX7428'
 LX7428'DESCRIBED BY J.N. LEONHARDT, CHECKED BY R.J. WOODRUFF.
 LX7428
 LX7428                          STATION RECOVERY (2000)
 LX7428
 LX7428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 LX7428'STATION AND RM1 RECOVERED AS DESCRIBED IN 1983 IN GOOD CONDITON.
 LX7428'CONTACT IS NOW GREG CSERNICA, PHONE 203-357-5342. CHECK IN AT GUARD
 LX7428'BOOTH BEFORE PROCEEDING TO THE STATION. STATION LOCATION IS GENERALLY
 LX7428'SUITABLE FOR GPS OBSERVATIONS WITH SOME MINOR SKY OBSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7429 ***********************************************************************
 LX7429  DESIGNATION -  CLAIROL RM 3
 LX7429  PID         -  LX7429
 LX7429  STATE/COUNTY-  CT/FAIRFIELD
 LX7429  USGS QUAD   -  STAMFORD (1984)
 LX7429
 LX7429                         *CURRENT SURVEY CONTROL
 LX7429  ___________________________________________________________________
 LX7429* NAD 83(1996)-  41 03 09.31057(N)    073 30 46.59866(W)     ADJUSTED  
 LX7429* NAVD 88     -        33.     (meters)     108.     (feet)  VERTCON   
 LX7429  ___________________________________________________________________
 LX7429  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LX7429  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX7429
 LX7429  HORZ ORDER  -  SECOND
 LX7429
 LX7429.The horizontal coordinates were established by classical geodetic methods
 LX7429.and adjusted by the National Geodetic Survey in August 1998..
 LX7429
 LX7429.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7429
 LX7429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7429
 LX7429.The geoid height was determined by GEOID03.
 LX7429
 LX7429;                    North         East     Units Scale Factor Converg.
 LX7429;SPC CT       -   177,033.002   240,660.882   MT  1.00001816   -0 30 21.2
 LX7429;SPC CT       -   580,815.77    789,568.24   sFT  1.00001816   -0 30 21.2
 LX7429;UTM  18      - 4,545,659.838   624,966.185   MT  0.99979220   +0 58 36.3
 LX7429
 LX7429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7429!SPC CT       -   0.99999957  x   1.00001816  =   1.00001773
 LX7429!UTM  18      -   0.99999957  x   0.99979220  =   0.99979177
 LX7429
 LX7429                          SUPERSEDED SURVEY CONTROL
 LX7429
 LX7429  NAD 83(1992)-  41 03 09.30962(N)    073 30 46.59843(W) AD(       ) 2
 LX7429  NAD 83(1986)-  41 03 09.31213(N)    073 30 46.59823(W) AD(       ) 2
 LX7429  NAD 83(1986)-  41 03 09.30870(N)    073 30 46.59621(W) AD(       ) 2
 LX7429  NGVD 29 (10/23/89)   33.     (m)          108.     (f) VERT ANG       
 LX7429
 LX7429.Superseded values are not recommended for survey control.
 LX7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7429.See file dsdata.txt to determine how the superseded data were derived.
 LX7429
 LX7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2496645660(NAD 83)
 LX7429_MARKER: DR = REFERENCE MARK DISK
 LX7429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7429_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7429+STABILITY: SURFACE MOTION
 LX7429
 LX7429  HISTORY     - Date     Condition        Report By
 LX7429  HISTORY     - 1983     MONUMENTED       NGS
 LX7429
 LX7429                          STATION DESCRIPTION
 LX7429
 LX7429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7429'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST OF THE
 LX7429'STAMFORD CITY HALL, 0.5 KM (0.3 MI) SOUTHWEST OF THE JUNCTION
 LX7429'OF U.S. HIGHWAY 1 AND STATE HIGHWAY 106, ABOUT 0.2 KM (0.1 MI)
 LX7429'SOUTHEAST OF THE GUARD BOOTH AT THE ENTRANCE TO THE CLAIROL
 LX7429'COMPANY COMPLEX.
 LX7429'OWNERSHIP--CLAIROL COMPANY, RICHARD A SOJKA, DIRECTOR OF ENGINEERING,
 LX7429'ONE BLACHLEY ROAD, STAMFORD CT 06922, PHONE 203-357-5249.
 LX7429'
 LX7429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX7429'STATE HIGHWAY 106 IN EAST STAMFORD, GO SOUTHWEST ON HIGHWAY 1
 LX7429'FOR 0.2 KM (0.15 MI) TO A PAVED ROAD LEFT.
 LX7429'TURN LEFT AND GO SOUTH ON BLACHLEY ROAD FOR 0.3 KM (0.2 MI)
 LX7429'TO A LOCKED GATE ON THE LEFT, ABOUT 50 METERS (164 FT) BEFORE
 LX7429'THE GUARD BOOTH.  TURN LEFT THRU GATE FOR 60 METERS
 LX7429'(197 FT) TO STATION CLAIROL ON RIGHT.  CONTINUE AHEAD
 LX7429'EAST AND SOUTHERLY ALONG A TREE LINE AND BETWEEN TWO BALL
 LX7429'COURTS FOR 0.2 KM (0.15 MI) TO THE CORNER OF A PARKING
 LX7429'LOT AND THE STATION .
 LX7429'
 LX7429'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7429'STAMPED---CLAIROL NO 3 1983---,
 LX7429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7429'FLUSH WITH GROUND.  IT IS LOCATED
 LX7429'8.45 METERS (27.7 FT) EAST FROM THE EDGE OF A PARKING LOT,
 LX7429'3.6 METERS (11.8 FT) WEST FROM THE CENTER OF A GATE LEADING TO A
 LX7429'BALL FIELD AND
 LX7429'0.35 METER (1.2 FT) NORTH FROM A WITNESS POST IN THE FENCE LINE
 LX7429'AROUND THE BALL FIELD.
 LX7429'
 LX7429'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7429'
 LX7429'DESCRIBED BY J.N. LEONHARDT, CHECKED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3394 ***********************************************************************
 LW3394  DESIGNATION -  CLAM POINT
 LW3394  PID         -  LW3394
 LW3394  STATE/COUNTY-  CT/NEW LONDON
 LW3394  USGS QUAD   -  MYSTIC (1984)
 LW3394
 LW3394                         *CURRENT SURVEY CONTROL
 LW3394  ___________________________________________________________________
 LW3394* NAD 83(1996)-  41 19 58.97610(N)    071 58 24.41410(W)     ADJUSTED  
 LW3394* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW3394  ___________________________________________________________________
 LW3394  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 LW3394  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3394
 LW3394  HORZ ORDER  -  THIRD
 LW3394
 LW3394.The horizontal coordinates were established by classical geodetic methods
 LW3394.and adjusted by the National Geodetic Survey in August 1998..
 LW3394
 LW3394.The orthometric height was scaled from a topographic map.
 LW3394
 LW3394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3394
 LW3394.The geoid height was determined by GEOID03.
 LW3394
 LW3394;                    North         East     Units Scale Factor Converg.
 LW3394;SPC CT       -   208,189.507   369,804.367   MT  0.99998924   +0 30 53.6
 LW3394;SPC CT       -   683,035.07  1,213,266.49   sFT  0.99998924   +0 30 53.6
 LW3394;SPC NY L     -   131,489.749   469,633.166   MT  1.00003038   +1 19 31.9
 LW3394;SPC NY L     -   431,395.95  1,540,788.15   sFT  1.00003038   +1 19 31.9
 LW3394;UTM  19      - 4,579,995.884   251,177.000   MT  1.00036202   -1 57 53.2
 LW3394;UTM  18      - 4,580,149.711   753,267.297   MT  1.00038949   +1 59 59.6
 LW3394
 LW3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3394!SPC CT       -   1.00000423  x   0.99998924  =   0.99999347
 LW3394!SPC NY L     -   1.00000423  x   1.00003038  =   1.00003461
 LW3394!UTM  19      -   1.00000423  x   1.00036202  =   1.00036625
 LW3394!UTM  18      -   1.00000423  x   1.00038949  =   1.00039372
 LW3394
 LW3394|---------------------------------------------------------------------|
 LW3394| PID    Reference Object                     Distance      Geod. Az  |
 LW3394|                                                           dddmmss.s |
 LW3394| CB7603 CLAM POINT RM 1                                    03512     |
 LW3394| CB7604 CLAM POINT RM 2                      12.620 METERS 12827     |
 LW3394| LW3382 NOANK BLACK TANK                    APPROX. 1.3 KM 2272446.0 |
 LW3394|---------------------------------------------------------------------|
 LW3394
 LW3394                          SUPERSEDED SURVEY CONTROL
 LW3394
 LW3394  NAD 83(1992)-  41 19 58.97485(N)    071 58 24.41316(W) AD(       ) 3
 LW3394  NAD 83(1986)-  41 19 58.97507(N)    071 58 24.41758(W) AD(       ) 3
 LW3394  NAD 27      -  41 19 58.62400(N)    071 58 26.15600(W) AD(       ) 3
 LW3394
 LW3394.Superseded values are not recommended for survey control.
 LW3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3394.See file dsdata.txt to determine how the superseded data were derived.
 LW3394
 LW3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5117779996(NAD 83)
 LW3394_MARKER: DS = TRIANGULATION STATION DISK
 LW3394_SETTING: 66 = SET IN ROCK OUTCROP
 LW3394_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3394+STABILITY: POSITION/ELEVATION WELL
 LW3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3394+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW3394
 LW3394  HISTORY     - Date     Condition        Report By
 LW3394  HISTORY     - 1934     MONUMENTED       CGS
 LW3394  HISTORY     - 1948     GOOD             CGS
 LW3394  HISTORY     - 1974     GOOD             CTGS
 LW3394  HISTORY     - 19900823 MARK NOT FOUND   USPSQD
 LW3394  HISTORY     - 20020213 GOOD             USPSQD
 LW3394
 LW3394                          STATION DESCRIPTION
 LW3394
 LW3394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3394'THE STATION IS LOCATED ON CLAM POINT ON THE W SIDE OF MASON ISLAND
 LW3394'ABOUT MIDWAY BETWEEN MASON POINT AND PINE POINT.  IT IS MARKED BY A
 LW3394'STANDARD DISC SET IN A DRILL HOLE IN THE LEDGE JUST N OF THE
 LW3394'HIGHEST PART OF THE SMALL HILL, AND IS 61 METERS E OF THE SHORE
 LW3394'LINE.  THE POINT DOWN TO THE RIVER IS SANDY MARSH.  THERE IS A
 LW3394'CLUMP OF TREES AROUND THE STATION.
 LW3394'
 LW3394'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LW3394'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS NO.1
 LW3394'AND NO.2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK AS
 LW3394'DESCRIBED IN NOTE 12A.
 LW3394'
 LW3394'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL HOLES
 LW3394'IN LEDGE NORTHEASTERLY AND SOUTHEASTERLY OF THE STATION
 LW3394'RESPECTIVELY.
 LW3394'
 LW3394'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3394
 LW3394                          STATION RECOVERY (1948)
 LW3394
 LW3394'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3394'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, WITH THE
 LW3394'FOLLOWING EXCEPTIONS--
 LW3394'
 LW3394'1.  A HOUSE OWNED BY G.R. WOODS NOW STANDS BETWEEN THE STATION AND
 LW3394'REFERENCE MARKS.
 LW3394'
 LW3394'2.  THE STATION IS 1 FOOT W OF THE W WALL OF THE HOUSE AND 4 FEET N
 LW3394'OF THE N WALL OF THE W WING.
 LW3394'
 LW3394'3.  REFERENCE MARK 1 IS ON THE FRONT SUN TERRACE OF THE HOUSE.
 LW3394'
 LW3394'4.  REFERENCE MARK 2 IS A ROCK NE OF STATION AND APPROXIMATELY 10
 LW3394'FEET N OF A 30-INCH OAK IN THE FRONT YARD OF THE HOUSE.
 LW3394
 LW3394                          STATION RECOVERY (1974)
 LW3394
 LW3394'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (AK)
 LW3394'CLAM POINT 1934 EXCELLENT
 LW3394'
 LW3394'CLAM POINT NO.-1 1934 EXCELLENT
 LW3394'
 LW3394'CLAM POINT NO.-2 1934 EXCELLENT
 LW3394'
 LW3394'A LARGE STONE HOUSE HAS BEEN BUILT BETWEEN THE STATION AND THE
 LW3394'REFERENCE MARKS.
 LW3394
 LW3394                          STATION RECOVERY (1990)
 LW3394
 LW3394'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3394'MARK NOT FOUND.
 LW3394
 LW3394                          STATION RECOVERY (2002)
 LW3394
 LW3394'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW3394'STA, RM 1, RM2. 1974 COMMENT IS TRUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6190 ***********************************************************************
 LX6190  DESIGNATION -  CLAMHOUSE STACK
 LX6190  PID         -  LX6190
 LX6190  STATE/COUNTY-  CT/NEW HAVEN
 LX6190  USGS QUAD   -  CLINTON (1984)
 LX6190
 LX6190                         *CURRENT SURVEY CONTROL
 LX6190  ___________________________________________________________________
 LX6190* NAD 83(1996)-  41 15 50.33832(N)    072 33 46.55016(W)     ADJUSTED  
 LX6190* NAVD 88     -                                                        
 LX6190  ___________________________________________________________________
 LX6190  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX6190  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX6190
 LX6190  HORZ ORDER  -  THIRD
 LX6190
 LX6190.The horizontal coordinates were established by classical geodetic methods
 LX6190.and adjusted by the National Geodetic Survey in August 1998..
 LX6190
 LX6190
 LX6190.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6190
 LX6190.The geoid height was determined by GEOID03.
 LX6190
 LX6190;                    North         East     Units Scale Factor Converg.
 LX6190;SPC CT       -   200,244.000   320,476.661   MT  0.99999416   +0 07 26.5
 LX6190;SPC CT       -   656,967.19  1,051,430.51   sFT  0.99999416   +0 07 26.5
 LX6190;SPC NY L     -   122,844.595   420,421.533   MT  1.00002095   +0 56 23.9
 LX6190;SPC NY L     -   403,032.64  1,379,332.98   sFT  1.00002095   +0 56 23.9
 LX6190;UTM  18      - 4,570,926.767   704,149.451   MT  1.00011295   +1 36 28.3
 LX6190
 LX6190                          SUPERSEDED SURVEY CONTROL
 LX6190
 LX6190  NAD 83(1992)-  41 15 50.33741(N)    072 33 46.54993(W) AD(       ) 4
 LX6190  NAD 83(1986)-  41 15 50.33963(N)    072 33 46.55321(W) AD(       ) 4
 LX6190  NAD 27      -  41 15 49.99400(N)    072 33 48.22900(W) AD(       ) 3
 LX6190
 LX6190.Superseded values are not recommended for survey control.
 LX6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6190.See file dsdata.txt to determine how the superseded data were derived.
 LX6190
 LX6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0414970927(NAD 83)
 LX6190
 LX6190  HISTORY     - Date     Condition        Report By
 LX6190  HISTORY     - 1934     MONUMENTED       CGS
 LX6190  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6190  HISTORY     - 1974     SEE DESCRIPTION  CTGS
 LX6190
 LX6190                          STATION DESCRIPTION
 LX6190
 LX6190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6190'THE CLAM HOUSE, OR RESTAURANT, AT HAMMONASSET BEACH IS THE
 LX6190'THIRD FROM THE WESTWARD, OF THE GROUP OF BUILDINGS AT THE BEACH
 LX6190'END OF THE MAIN DRIVE INTO THE PARK.
 LX6190'
 LX6190'THE BLACK, STEEL STACK ON THE RESTAURANT IS A LITTLE
 LX6190'NORTHEASTERLY OF THE RIDGEPOLE OF THE MAIN BUILDING.  THIS
 LX6190'STACK PROJECTS ABOUT 12 FEET ABOVE THE ROOF.
 LX6190'
 LX6190'CENTER IS THE CENTER LINE OF THE STACK.
 LX6190
 LX6190                          STATION RECOVERY (1960)
 LX6190
 LX6190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6190'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE
 LX6190'ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE
 LX6190'WITH THE FOLLOWING EXCEPTION.  ABOUT 5 FEET OF THE TOP OF THE
 LX6190'STACK HAS BEEN REMOVED.
 LX6190
 LX6190                          STATION RECOVERY (1974)
 LX6190
 LX6190'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (BGW)
 LX6190'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6269 ***********************************************************************
 LX6269  DESIGNATION -  CLAPBOARD
 LX6269  PID         -  LX6269
 LX6269  STATE/COUNTY-  CT/NEW HAVEN
 LX6269  USGS QUAD   -  GUILFORD (1984)
 LX6269
 LX6269                         *CURRENT SURVEY CONTROL
 LX6269  ___________________________________________________________________
 LX6269* NAD 83(1996)-  41 17 29.37716(N)    072 39 34.62479(W)     ADJUSTED  
 LX6269* NAVD 88     -        35.7    (meters)     117.     (feet)  VERTCON   
 LX6269  ___________________________________________________________________
 LX6269  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX6269  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6269
 LX6269  HORZ ORDER  -  FIRST
 LX6269
 LX6269.The horizontal coordinates were established by classical geodetic methods
 LX6269.and adjusted by the National Geodetic Survey in August 1998..
 LX6269
 LX6269.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6269
 LX6269.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6269
 LX6269.The geoid height was determined by GEOID03.
 LX6269
 LX6269;                    North         East     Units Scale Factor Converg.
 LX6269;SPC CT       -   203,286.298   312,371.254   MT  0.99999202   +0 03 35.7
 LX6269;SPC CT       -   666,948.46  1,024,838.02   sFT  0.99999202   +0 03 35.7
 LX6269;SPC NY L     -   125,771.188   412,273.362   MT  1.00002453   +0 52 36.2
 LX6269;SPC NY L     -   412,634.31  1,352,600.19   sFT  1.00002453   +0 52 36.2
 LX6269;UTM  18      - 4,573,758.357   695,967.139   MT  1.00007265   +1 32 41.6
 LX6269
 LX6269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6269!SPC CT       -   0.99999912  x   0.99999202  =   0.99999114
 LX6269!SPC NY L     -   0.99999912  x   1.00002453  =   1.00002365
 LX6269!UTM  18      -   0.99999912  x   1.00007265  =   1.00007177
 LX6269
 LX6269:                Primary Azimuth Mark                     Grid Az
 LX6269:SPC CT       -  BERRY HILL                               002 44 22.8
 LX6269:SPC NY L     -  BERRY HILL                               001 55 22.3
 LX6269:UTM  18      -  BERRY HILL                               001 15 16.9
 LX6269
 LX6269|---------------------------------------------------------------------|
 LX6269| PID    Reference Object                     Distance      Geod. Az  |
 LX6269|                                                           dddmmss.s |
 LX6269| LX6264 BERRY HILL                          APPROX. 7.4 KM 0024758.5 |
 LX6269| LX6203 MADISON CONG CHURCH TOWER           APPROX. 4.9 KM 1050853.0 |
 LX6269| LX6237 DEFOREST AND HOTCHKISS CUPOLA       APPROX. 2.2 KM 1131615.6 |
 LX6269| CZ7192 CLAPBOARD RM 1                        6.300 METERS 13053     |
 LX6269| LX6265 GUILFORD STANDPIPE                  356.116 METERS 16007     |
 LX6269| LX6351 FALKNER IS LIGHTHOUSE               APPROX. 8.8 KM 1764337.0 |
 LX6269| LX6243 KNOWLES LOMBARD STACK               APPROX. 1.9 KM 2124713.7 |
 LX6269| LX6276 GUILFORD WEST STANDPIPE             APPROX. 4.2 KM 2244701.6 |
 LX6269| CZ7193 CLAPBOARD RM 2                       10.593 METERS 23233     |
 LX6269| LX6244 GUILFORD EPIS CHURCH TOWER          APPROX. 2.0 KM 2402929.0 |
 LX6269| LX6263 GUILFORD CONG CHURCH SPIRE          APPROX. 2.0 KM 2471538.3 |
 LX6269| LX6252 SPENCERS TANK                       APPROX. 2.2 KM 2510854.3 |
 LX6269| LX6245 GREENHOUSE STACK                    APPROX. 1.6 KM 2653336.3 |
 LX6269| LX6288 CLAPBOARD AZ MK A PT                196.523 METERS 26741     |
 LX6269| LX6287 CLAPBOARD AZ MK                     194.761 METERS 26849     |
 LX6269| LX6248 BULLARD FLAGSTAFF                   APPROX. 1.9 KM 2854703.3 |
 LX6269| LX6293 VORTAC MADISON MAD                  APPROX. 3.7 KM 3121807.1 |
 LX6269|---------------------------------------------------------------------|
 LX6269
 LX6269                          SUPERSEDED SURVEY CONTROL
 LX6269
 LX6269  NAD 83(1992)-  41 17 29.37627(N)    072 39 34.62464(W) AD(       ) 1
 LX6269  NAD 83(1986)-  41 17 29.37845(N)    072 39 34.62755(W) AD(       ) 1
 LX6269  NAD 27      -  41 17 29.03213(N)    072 39 36.28757(W) AD(       ) 1
 LX6269  NGVD 29 (07/19/86)   36.0    (m)          118.     (f) VERT ANG       
 LX6269
 LX6269.Superseded values are not recommended for survey control.
 LX6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6269.See file dsdata.txt to determine how the superseded data were derived.
 LX6269
 LX6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9596773758(NAD 83)
 LX6269_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6269_SETTING: 80 = SET IN A BOULDER
 LX6269_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6269+STABILITY: SURFACE MOTION
 LX6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6269+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 LX6269
 LX6269  HISTORY     - Date     Condition        Report By
 LX6269  HISTORY     - 1933     MONUMENTED       CGS
 LX6269  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6269  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6269  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6269  HISTORY     - 20030829 GOOD             INDIV
 LX6269
 LX6269                          STATION DESCRIPTION
 LX6269
 LX6269'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6269'THIS STATION IS ON CLAPBOARD HILL, ON THE PROPERTY OF EDWARD
 LX6269'GRISWOLD.  APPROACH FROM GUILFORD--GO E ON BOSTON POST ROAD
 LX6269'(ROUTE 1) TO STANDPIPE OF GUILFORD-CHESTER WATER COMPANY.  TURN
 LX6269'LEFT AND GO 0.4 MILE TO THE HILLCREST FARM OF PAUL W.
 LX6269'DUDLEY.  STATION IS IN THE SECOND FIELD S OF DUDLEYS HOUSE.
 LX6269'CENTER MARK IS IN AN OUTCROPPING BOULDER 5 METERS S OF THE E AND W
 LX6269'STONE FENCE THAT MARKS THE N BOUNDARY OF THIS FIELD.  CENTER IS
 LX6269'ABOUT 65 METERS W OF THE CENTERLINE OF ROAD LEADING IN FROM
 LX6269'POST ROAD AND ABOUT 113 METERS S OF SE CORNER OF DUDLEYS
 LX6269'HOUSE.
 LX6269'
 LX6269'STATION, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A
 LX6269'BOULDER AS DESCRIBED IN NOTES 4, AND 12C.
 LX6269'
 LX6269'REFERENCE MARK NO. 1 BEARS S 34 DEG E (MAGNETIC) AND IS 10
 LX6269'METERS S OF FENCE.  REFERENCE MARK NO. 2 BEARS S 67 DEG W AND IS
 LX6269'10.5 METERS S OF FENCE.
 LX6269'
 LX6269'HEIGHT OF LIGHT ABOVE STATION MARK 7.1 METERS.
 LX6269
 LX6269                          STATION RECOVERY (1961)
 LX6269
 LX6269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6269'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX6269'CONDITION.  THE DISTANCES TO AND BETWEEN THE R.M.S WAS CHECKED AND
 LX6269'FOUND CORRECT AS PUBLISHED.  THE LAND NOW BELONGS TO THE KNIGHTS
 LX6269'OF COLUMBUS.
 LX6269'
 LX6269'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND
 LX6269'ADEQUATE FOR RECOVERED.
 LX6269
 LX6269                          STATION RECOVERY (1962)
 LX6269
 LX6269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6269'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LX6269'TO BE IN GOOD CONDITION.
 LX6269
 LX6269                          STATION RECOVERY (1976)
 LX6269
 LX6269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6269'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX6269'CONDITION.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND SMALLER
 LX6269'BY 04 MINUTES AND 59.1 SECONDS AND THE DIRECTION TO REFERENCE
 LX6269'MARK 2 WAS FOUND LARGER BY 03 MINUTES AND 13.6 SECONDS.  THE
 LX6269'DISTANCE TO REFERENCE MARKS 1 AND 2 AND BETWEEN REFERENCE MARKS
 LX6269'1 AND 2 CHECKED THE 1934 DATA.  AN AZIMUTH MARK WAS ESTABLISHED
 LX6269'AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX6269'
 LX6269'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF GUILFORD, 1/4
 LX6269'MILE NORTH OF THE OVERPASS OF TANNER MARSH ROAD OVER INTERSTATE
 LX6269'HIGHWAY 95, JUST WEST OF TANNER MARSH ROAD AND ON PROPERTY
 LX6269'OWNED BY MRS. MARION W. RANKLIN, 42 WELLES DRIVE, NEWINGTON,
 LX6269'CONNECTICUT, PHONE NUMBER 666-4036.
 LX6269'
 LX6269'TO REACH THE STATION FROM THE TANNER MARSH ROAD OVERPASS OVER
 LX6269'INTERSTATE HIGHWAY 95 IN THE NORTHEAST EDGE OF GUILFORD, GO
 LX6269'NORTH ON TANNER MARSH ROAD FOR 0.15 MILE TO A GRAVELED DRIVE
 LX6269'LEFT, ACROSS THE ROAD FROM A RED BARN.  (TO REACH THE AZIMUTH
 LX6269'MARK FROM HERE, CONTINUE NORTHERLY ON TANNER MARSH ROAD FOR
 LX6269'0.15 MILE TO THE JUNCTION OF CLAPBOARD HILL ROAD.  TURN LEFT
 LX6269'AND GO SOUTHWEST ON CLAPBOARD HILL ROAD FOR 0.2 MILE TO
 LX6269'LAURIE LANE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS
 LX6269'DESCRIBED).  TURN LEFT AND GO WEST ON THE GRAVELED DRIVE FOR
 LX6269'0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LX6269'
 LX6269'STATION MARK, STAMPED---CLAPBOARD 1933---, IS A STANDARD DISK
 LX6269'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 4
 LX6269'INCHES ABOVE THE GROUND SURFACE.  IT IS 61 FEET SOUTH OF
 LX6269'CENTER OF THE GRAVELED DRIVE, 41 FEET WEST OF A POWER POLE,
 LX6269'40.5 FEET NORTHWEST OF A SMALL SPRUCE TREE AND 16 FEET
 LX6269'SOUTHWEST OF A METAL WITNESS POST.
 LX6269'
 LX6269'REFERENCE MARK 1, STAMPED---CLAPBOARD NO 1 1933---, IS A
 LX6269'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX6269'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX6269'38 FEET SOUTHWEST OF THE POWER POLE, 30 FEET SOUTH OF THE
 LX6269'METAL WITNESS POST AND 20 FEET NORTHWEST OF THE SMALL SPRUCE
 LX6269'TREE.
 LX6269'
 LX6269'REFERENCE MARK 2, STAMPED---CLAPBOARD NO 2 1933---, IS A
 LX6269'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX6269'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 76
 LX6269'FEET WEST OF THE POWER POLE, 62 FEET WEST-NORTHWEST OF THE
 LX6269'SMALL SPRUCE TREE AND 49.5 FEET SOUTHWEST OF THE METAL WITNESS
 LX6269'POST.
 LX6269'
 LX6269'AZIMUTH MARK, STAMPED---CLAPBOARD 1933 1976---, IS A STANDARD
 LX6269'DISK SET IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6269'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET
 LX6269'SOUTHWEST OF A POWER POLE NUMBERED 976, 20 FEET NORTHWEST
 LX6269'OF CENTER OF CLAPBOARD HILL ROAD, 4.5 FEET NORTHEAST OF A
 LX6269'METAL WITNESS POST AND 4 FEET SOUTHEAST OF A ROCK FENCE.
 LX6269'
 LX6269'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.6 METERS.
 LX6269'
 LX6269'DESCRIBED BY EDWARD L. WORD.
 LX6269
 LX6269                          STATION RECOVERY (2003)
 LX6269
 LX6269'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 LX6269'STATION AND RM1 RECOVERED IN GOOD CONDITION.  THE PROPERTY HAS BEEN
 LX6269'SUBDIVIDED AND DEVELOPED  THE MONUMENTS ARE LOCATED IN FRONT OF THE
 LX6269'HOUSE AT 130 TANNER MARSH ROAD.  APPLE TREES HAVE GROWN UP OVER THE
 LX6269'MARKS, BUT GOOD SUMMERTIME GPS RECEPTION WAS ACHIEVED WITH A 15-FOOT
 LX6269'ANTENNA ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6287 ***********************************************************************
 LX6287  DESIGNATION -  CLAPBOARD AZ MK
 LX6287  PID         -  LX6287
 LX6287  STATE/COUNTY-  CT/NEW HAVEN
 LX6287  USGS QUAD   -  GUILFORD (1984)
 LX6287
 LX6287                         *CURRENT SURVEY CONTROL
 LX6287  ___________________________________________________________________
 LX6287* NAD 83(1996)-  41 17 29.24683(N)    072 39 42.99346(W)     ADJUSTED  
 LX6287* NAVD 88     -        25.5    (meters)      84.     (feet)  VERTCON   
 LX6287  ___________________________________________________________________
 LX6287  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX6287  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6287
 LX6287  HORZ ORDER  -  SECOND
 LX6287
 LX6287.The horizontal coordinates were established by classical geodetic methods
 LX6287.and adjusted by the National Geodetic Survey in August 1998..
 LX6287
 LX6287.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6287
 LX6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6287
 LX6287.The geoid height was determined by GEOID03.
 LX6287
 LX6287;                    North         East     Units Scale Factor Converg.
 LX6287;SPC CT       -   203,282.076   312,176.541   MT  0.99999203   +0 03 30.2
 LX6287;SPC CT       -   666,934.61  1,024,199.20   sFT  0.99999203   +0 03 30.2
 LX6287;UTM  18      - 4,573,749.090   695,772.585   MT  1.00007171   +1 32 36.1
 LX6287
 LX6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6287!SPC CT       -   1.00000072  x   0.99999203  =   0.99999275
 LX6287!UTM  18      -   1.00000072  x   1.00007171  =   1.00007243
 LX6287
 LX6287                          SUPERSEDED SURVEY CONTROL
 LX6287
 LX6287  NAD 83(1992)-  41 17 29.24594(N)    072 39 42.99331(W) AD(       ) 2
 LX6287  NAD 83(1986)-  41 17 29.24811(N)    072 39 42.99622(W) AD(       ) 2
 LX6287  NAD 27      -  41 17 28.90199(N)    072 39 44.64665(W) AD(       ) 2
 LX6287  NGVD 29 (07/19/86)   25.8    (m)           85.     (f) VERT ANG       
 LX6287
 LX6287.Superseded values are not recommended for survey control.
 LX6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6287.See file dsdata.txt to determine how the superseded data were derived.
 LX6287
 LX6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9577373749(NAD 83)
 LX6287_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6287+STABILITY: SURFACE MOTION
 LX6287
 LX6287  HISTORY     - Date     Condition        Report By
 LX6287  HISTORY     - 1976     MONUMENTED       NGS
 LX6287  HISTORY     - 19910317 GOOD             USPSQD
 LX6287
 LX6287                          STATION DESCRIPTION
 LX6287
 LX6287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6287'THE STATION IS ABOUT 1-1/2 MILES NORTHEAST OF GUILFORD, 1/2
 LX6287'MILE NORTH OF THE OVERPASS OF TANNER MARSH ROAD OVER INTERSTATE
 LX6287'ROAD AND CLAPBOARD HILL ROAD, AT THE JUNCTION OF CLAPBOARD HILL
 LX6287'ROAD AND LAURIE LANE AND ON THE ROAD RIGHT-OF-WAY OF CLAPBOARD
 LX6287'HILL ROAD.
 LX6287'
 LX6287'TO REACH THE STATION FROM THE TANNER MARSH ROAD OVERPASS OVER
 LX6287'INTERSTATE HIGHWAY 95 IN THE NORTHEAST EDGE OF GUILFORD, GO
 LX6287'NORTH ON TANNER MARSH ROAD FOR 0.3 MILE TO THE JUNCTION OF
 LX6287'CLAPBOARD HILL ROAD.  TURN LEFT AND GO SOUTHWEST ON CLAPBOARD
 LX6287'HILL ROAD FOR 0.2 MILE TO THE JUNCTION OF LAURIE LANE ON THE
 LX6287'LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 LX6287'
 LX6287'THE STATION MARK, STAMPED---CLAPBOARD 1933 1976---, IS A
 LX6287'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 LX6287'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LX6287'SURFACE.  IT IS 51 FEET SOUTHWEST OF A POWER POLE NUMBERED 976,
 LX6287'20 FEET NORTHWEST OF CENTER OF CLAPBOARD HILL ROAD, 4.5 FEET
 LX6287'NORTHEAST OF A METAL WITNESS POST AND 4 FEET SOUTHEAST OF A
 LX6287'ROCK FENCE.
 LX6287'
 LX6287'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METER.
 LX6287'
 LX6287'DESCRIBED BY E.L. WORD.
 LX6287
 LX6287                          STATION RECOVERY (1991)
 LX6287
 LX6287'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX6287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5094 ***********************************************************************
 LX5094  DESIGNATION -  CLARK
 LX5094  PID         -  LX5094
 LX5094  STATE/COUNTY-  CT/NEW LONDON
 LX5094  USGS QUAD   -  UNCASVILLE (1984)
 LX5094
 LX5094                         *CURRENT SURVEY CONTROL
 LX5094  ___________________________________________________________________
 LX5094* NAD 83(1996)-  41 26 07.84552(N)    072 05 22.03666(W)     ADJUSTED  
 LX5094* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 LX5094  ___________________________________________________________________
 LX5094  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LX5094  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5094
 LX5094  HORZ ORDER  -  THIRD
 LX5094
 LX5094.The horizontal coordinates were established by classical geodetic methods
 LX5094.and adjusted by the National Geodetic Survey in August 1998..
 LX5094
 LX5094.The orthometric height was scaled from a topographic map.
 LX5094
 LX5094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5094
 LX5094.The geoid height was determined by GEOID03.
 LX5094
 LX5094;                    North         East     Units Scale Factor Converg.
 LX5094;SPC CT       -   219,488.033   360,006.907   MT  0.99998460   +0 26 16.7
 LX5094;SPC CT       -   720,103.65  1,181,122.66   sFT  0.99998460   +0 26 16.7
 LX5094;UTM  18      - 4,591,194.278   743,176.174   MT  1.00032780   +1 55 37.5
 LX5094
 LX5094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5094!SPC CT       -   0.99999886  x   0.99998460  =   0.99998346
 LX5094!UTM  18      -   0.99999886  x   1.00032780  =   1.00032666
 LX5094
 LX5094|---------------------------------------------------------------------|
 LX5094| PID    Reference Object                     Distance      Geod. Az  |
 LX5094|                                                           dddmmss.s |
 LX5094| CZ7194 CLARK RM 1                            9.920 METERS 12400     |
 LX5094| LX5087 YALE CREW HOUSE FLAGSTAFF           APPROX. 0.6 KM 2112038.3 |
 LX5094| LX5148 BARTLETT POINT LIGHT 5              APPROX. 1.3 KM 2160713.5 |
 LX5094| LX5071 CONNECTICUT LT AND PWR TANK         APPROX. 1.4 KM 2345045.6 |
 LX5094| CZ7195 CLARK RM 2                            2.170 METERS 23918     |
 LX5094| LX5074 GAIR CO ELEVATED TANK               APPROX. 0.8 KM 2593241.9 |
 LX5094| LX5067 SHELTON CO STACK                    APPROX. 1.5 KM 2754420.8 |
 LX5094| LX5086 COVE                                APPROX. 0.5 KM 3164135.6 |
 LX5094|---------------------------------------------------------------------|
 LX5094
 LX5094                          SUPERSEDED SURVEY CONTROL
 LX5094
 LX5094  NAD 83(1992)-  41 26 07.84450(N)    072 05 22.03594(W) AD(       ) 3
 LX5094  NAD 83(1986)-  41 26 07.84527(N)    072 05 22.03927(W) AD(       ) 3
 LX5094  NAD 27      -  41 26 07.49100(N)    072 05 23.76400(W) AD(       ) 3
 LX5094
 LX5094.Superseded values are not recommended for survey control.
 LX5094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5094.See file dsdata.txt to determine how the superseded data were derived.
 LX5094
 LX5094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4317691194(NAD 83)
 LX5094_MARKER: DS = TRIANGULATION STATION DISK
 LX5094_SETTING: 66 = SET IN ROCK OUTCROP
 LX5094_SP_SET: SET IN A ROCK LEDGE
 LX5094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5094+STABILITY: POSITION/ELEVATION WELL
 LX5094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5094+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 LX5094
 LX5094  HISTORY     - Date     Condition        Report By
 LX5094  HISTORY     - 1934     MONUMENTED       CGS
 LX5094  HISTORY     - 1961     GOOD             CGS
 LX5094  HISTORY     - 1971     GOOD             CTDT
 LX5094  HISTORY     - 1984     GOOD             USPSQD
 LX5094  HISTORY     - 20030522 GOOD             USPSQD
 LX5094
 LX5094                          STATION DESCRIPTION
 LX5094
 LX5094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5094'THE STATION IS LOCATED ON THE FIRST HILL N OF CLARKS COVE AND
 LX5094'ON THE E SIDE OF THE THAMES RIVER.  IT IS JUST S OF THE NARROW
 LX5094'PART OF THE RIVER WHERE THE TRANSMISSION LINE CROSSES.  THE
 LX5094'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF AN
 LX5094'OUTCROPPING LEDGE ABOUT HALFWAY UP THE SIDE OF THE HILL AND ON
 LX5094'A FLAT SURFACE.  IT IS JUST S OF THE FENCE THAT RUNS EASTWARD
 LX5094'ACROSS THE HILL AND JUST W OF THE FENCE THAT JOINS THE OTHER
 LX5094'FENCE AND GOES N.
 LX5094'
 LX5094'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN
 LX5094'BOULDERS SE AND SW OF THE STATION RESPECTIVELY.
 LX5094'
 LX5094'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5094
 LX5094                          STATION RECOVERY (1961)
 LX5094
 LX5094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5094'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5094'CONDITION.  THE STATION IS STAMPED CLARKE 1934 AND THE
 LX5094'REFERENCES MARKS ARE STAMPED CLARKE NO 1 1934 AND CLARKE NO 2
 LX5094'1934.  THE DISTANCES TO THE R.M.S WERE CHECKED AND FOUND
 LX5094'CORRECT AS PUBLISHED.
 LX5094'
 LX5094'THE DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX5094'
 LX5094'TO REACH THE STATION FROM CONN. ROUTE 12 AND CHAPMANS LANE, GO
 LX5094'WEST ON CHAPMANS LANE FOR .5 MILES TO A RIGHT TURN UP A HILL TO
 LX5094'A PINK AND WHITE HOUSE.  STATION IS ABOUT 200 FEET NORTH AND UP
 LX5094'THE HILL FROM THE HOUSE.
 LX5094
 LX5094                          STATION RECOVERY (1971)
 LX5094
 LX5094'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5094'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX5094'CONDITION.  TO REACH THE STATION FROM LEDYARD AT THE
 LX5094'INTERSECTION OF ROUTE 12 AND ROUTE 214 (STODDARDS WHARF RD.)
 LX5094'GO SOUTH ON ROUTE 12 FOR 1.8 MILES TO CHAPMAN LA., TURN RIGHT,
 LX5094'WEST AND GO 0.5 MILE TO A PRIVATE DRIVE OF PIRIE.  THE STATION
 LX5094'IS ABOUT 200 FEET NORTHEAST OF THE 1-STORY FRAME HOUSE OWNED BY
 LX5094'PIRIE.
 LX5094
 LX5094                          STATION RECOVERY (1984)
 LX5094
 LX5094'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5094'CLARKE 1934 RECOVERED GOOD.
 LX5094'
 LX5094'CLARKE RM 2 1934 RECOVERED GOOD.
 LX5094'
 LX5094'CLARKE RM 1 1934 RECOVERED GOOD.
 LX5094'
 LX5094'RECOVERED AS DESCRIBED EXCEPT THE PRIVATE DRIVE OF PIRIE.  THE
 LX5094'PINK AND WHITE HOUSE IS NOW A BROWN HOUSE.
 LX5094
 LX5094                          STATION RECOVERY (2003)
 LX5094
 LX5094'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX5094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6883 ***********************************************************************
 LX6883  DESIGNATION -  CLARKHURST FLAGPOLE
 LX6883  PID         -  LX6883
 LX6883  STATE/COUNTY-  CT/MIDDLESEX
 LX6883  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6883
 LX6883                         *CURRENT SURVEY CONTROL
 LX6883  ___________________________________________________________________
 LX6883* NAD 83(1996)-  41 30 25.88679(N)    072 32 50.90085(W)     ADJUSTED  
 LX6883* NAVD 88     -                                                        
 LX6883  ___________________________________________________________________
 LX6883  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX6883  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6883
 LX6883  HORZ ORDER  -  THIRD
 LX6883
 LX6883.The horizontal coordinates were established by classical geodetic methods
 LX6883.and adjusted by the National Geodetic Survey in August 1998..
 LX6883
 LX6883
 LX6883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6883
 LX6883.The geoid height was determined by GEOID03.
 LX6883
 LX6883;                    North         East     Units Scale Factor Converg.
 LX6883;SPC CT       -   227,257.503   321,708.714   MT  0.99998325   +0 08 03.4
 LX6883;SPC CT       -   745,593.99  1,055,472.67   sFT  0.99998325   +0 08 03.4
 LX6883;UTM  18      - 4,597,966.587   704,679.817   MT  1.00011559   +1 37 33.2
 LX6883
 LX6883                          SUPERSEDED SURVEY CONTROL
 LX6883
 LX6883  NAD 83(1992)-  41 30 25.88606(N)    072 32 50.90074(W) AD(       ) 4
 LX6883  NAD 83(1986)-  41 30 25.88790(N)    072 32 50.90318(W) AD(       ) 4
 LX6883  NAD 27      -  41 30 25.52500(N)    072 32 52.58800(W) AD(       ) 3
 LX6883
 LX6883.Superseded values are not recommended for survey control.
 LX6883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6883.See file dsdata.txt to determine how the superseded data were derived.
 LX6883
 LX6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0468097967(NAD 83)
 LX6883
 LX6883  HISTORY     - Date     Condition        Report By
 LX6883  HISTORY     - 1934     MONUMENTED       CGS
 LX6883  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6883  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 LX6883
 LX6883                          STATION DESCRIPTION
 LX6883
 LX6883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6883'THIS FLAGPOLE IS ON THE GOLF LINKS BELONGING TO WM. H. BROWN.  IT
 LX6883'IS 12 METERS FROM BROWNS RESIDENCE AND 28 METERS FROM THE
 LX6883'CLUBHOUSE.  THE EDGE OF THE LAWN MARKED BY A LOW HEDGE AND WALL IS
 LX6883'25 METERS SOUTHWESTERLY.
 LX6883'
 LX6883'THE POLE IS A SINGLE STICK PAINTED WHITE AND ABOUT 50 FEET HIGH.
 LX6883'
 LX6883'CENTER IS THE CENTER LINE OF THE POLE.
 LX6883
 LX6883                          STATION RECOVERY (1948)
 LX6883
 LX6883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6883'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6883
 LX6883                          STATION RECOVERY (1997)
 LX6883
 LX6883'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6884 ***********************************************************************
 LX6884  DESIGNATION -  CLARKHURST GOLF LINKS CLUBHSE
 LX6884  PID         -  LX6884
 LX6884  STATE/COUNTY-  CT/MIDDLESEX
 LX6884  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6884
 LX6884                         *CURRENT SURVEY CONTROL
 LX6884  ___________________________________________________________________
 LX6884* NAD 83(1996)-  41 30 26.02309(N)    072 32 49.35279(W)     ADJUSTED  
 LX6884* NAVD 88     -                                                        
 LX6884  ___________________________________________________________________
 LX6884  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX6884  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6884
 LX6884  HORZ ORDER  -  THIRD
 LX6884
 LX6884.The horizontal coordinates were established by classical geodetic methods
 LX6884.and adjusted by the National Geodetic Survey in August 1998..
 LX6884
 LX6884
 LX6884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6884
 LX6884.The geoid height was determined by GEOID03.
 LX6884
 LX6884;                    North         East     Units Scale Factor Converg.
 LX6884;SPC CT       -   227,261.792   321,744.604   MT  0.99998325   +0 08 04.5
 LX6884;SPC CT       -   745,608.06  1,055,590.42   sFT  0.99998325   +0 08 04.5
 LX6884;UTM  18      - 4,597,971.810   704,715.588   MT  1.00011577   +1 37 34.2
 LX6884
 LX6884                          SUPERSEDED SURVEY CONTROL
 LX6884
 LX6884  NAD 83(1992)-  41 30 26.02235(N)    072 32 49.35268(W) AD(       ) 4
 LX6884  NAD 83(1986)-  41 30 26.02420(N)    072 32 49.35512(W) AD(       ) 4
 LX6884  NAD 27      -  41 30 25.66100(N)    072 32 51.04000(W) AD(       ) 3
 LX6884
 LX6884.Superseded values are not recommended for survey control.
 LX6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6884.See file dsdata.txt to determine how the superseded data were derived.
 LX6884
 LX6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0471697972(NAD 83)
 LX6884
 LX6884  HISTORY     - Date     Condition        Report By
 LX6884  HISTORY     - 1934     MONUMENTED       CGS
 LX6884  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6884  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 LX6884
 LX6884                          STATION DESCRIPTION
 LX6884
 LX6884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6884'THIS STATION IS ON THE CLARKHURST GOLF LINKS.  THE HOUSE IS KNOWN
 LX6884'IN THE VICINITY AS THE CLARK HOMESTEAD.  IT IS A SQUARE 2 1/2-STORY
 LX6884'STRUCTURE WITH A NARROW PORCH ALONG THE N, W, AND S SIDES.  IT IS
 LX6884'PAINTED WITH GREEN SHUTTERS.  THE ROOF IS FLAT AND PAINTED RED.
 LX6884'
 LX6884'THE CUPOLA IN THE MIDDLE OF THE ROOF IS FLANKED BY RED-BRICK
 LX6884'CHIMNEYS TO THE N AND S.
 LX6884'
 LX6884'THE CUPOLA ROOF IS SQUARE AND OVER HANGS THE SIDES
 LX6884'CONSIDERABLY.  EACH SIDE HAS THREE ARCHED GLAZED OPENINGS.  AN
 LX6884'ORNATE WOODEN FINIAL IN THE MIDDLE OF THE CUPOLA ENDS IN A
 LX6884'WOODEN BALL.
 LX6884'
 LX6884'CENTER IS THE CUPOLA FINIAL.
 LX6884'
 LX6884'THIS HOUSE IS A WELL KNOWN LANDMARK.
 LX6884
 LX6884                          STATION RECOVERY (1948)
 LX6884
 LX6884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6884'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6884
 LX6884                          STATION RECOVERY (1997)
 LX6884
 LX6884'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6139 ***********************************************************************
 LX6139  DESIGNATION -  CLARKS BARN GABLE
 LX6139  PID         -  LX6139
 LX6139  STATE/COUNTY-  CT/MIDDLESEX
 LX6139  USGS QUAD   -  HADDAM (1971)
 LX6139
 LX6139                         *CURRENT SURVEY CONTROL
 LX6139  ___________________________________________________________________
 LX6139* NAD 83(1996)-  41 29 57.53974(N)    072 30 57.67772(W)     ADJUSTED  
 LX6139* NAVD 88     -                                                        
 LX6139  ___________________________________________________________________
 LX6139  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX6139  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6139
 LX6139  HORZ ORDER  -  THIRD
 LX6139
 LX6139.The horizontal coordinates were established by classical geodetic methods
 LX6139.and adjusted by the National Geodetic Survey in August 1998..
 LX6139
 LX6139
 LX6139.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6139
 LX6139.The geoid height was determined by GEOID03.
 LX6139
 LX6139;                    North         East     Units Scale Factor Converg.
 LX6139;SPC CT       -   226,389.618   324,336.766   MT  0.99998332   +0 09 18.5
 LX6139;SPC CT       -   742,746.61  1,064,094.87   sFT  0.99998332   +0 09 18.5
 LX6139;UTM  18      - 4,597,167.288   707,329.936   MT  1.00012903   +1 38 47.4
 LX6139
 LX6139                          SUPERSEDED SURVEY CONTROL
 LX6139
 LX6139  NAD 83(1992)-  41 29 57.53901(N)    072 30 57.67758(W) AD(       ) 4
 LX6139  NAD 83(1986)-  41 29 57.54089(N)    072 30 57.67993(W) AD(       ) 4
 LX6139  NAD 27      -  41 29 57.17700(N)    072 30 59.37400(W) AD(       ) 3
 LX6139
 LX6139.Superseded values are not recommended for survey control.
 LX6139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6139.See file dsdata.txt to determine how the superseded data were derived.
 LX6139
 LX6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0733097167(NAD 83)
 LX6139
 LX6139  HISTORY     - Date     Condition        Report By
 LX6139  HISTORY     - 1934     MONUMENTED       CGS
 LX6139  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6139  HISTORY     - 19971029 GOOD             USPSQD
 LX6139
 LX6139                          STATION DESCRIPTION
 LX6139
 LX6139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6139'THIS BARN IS ON THE PROPERTY OF SELDEN CLARK ON THE LOWER
 LX6139'HADDAM NECK ROAD.  THE SW AND SE SIDES OF THE BUILDING ARE
 LX6139'PAINTED LIGHT GRAY AND HAVE MANY WINDOWS.  THE SW GABLE IS
 LX6139'CONSPICUOUS BECAUSE OF FOUR CLOSELY SPACED GLAZED WINDOWS WITH
 LX6139'ONE SMALL SLATTED OPENING ABOVE.  THIS GABLE IS ABOUT 26 METERS
 LX6139'SW OF THE CENTER LINE OF THE HIGHWAY.
 LX6139'
 LX6139'CENTER IS THE APEX OF THE SW GABLE.
 LX6139
 LX6139                          STATION RECOVERY (1948)
 LX6139
 LX6139'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6139'STATION RECOVERED AS DESCRIBED.  BUILDING IS IN A BAD STATE
 LX6139'OF REPAIR.  DESCRIPTION IS ADEQUATE.
 LX6139
 LX6139                          STATION RECOVERY (1997)
 LX6139
 LX6139'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7020 ***********************************************************************
 LX7020  DESIGNATION -  CLARKS DIKE
 LX7020  PID         -  LX7020
 LX7020  STATE/COUNTY-  CT/HARTFORD
 LX7020  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7020
 LX7020                         *CURRENT SURVEY CONTROL
 LX7020  ___________________________________________________________________
 LX7020* NAD 83(1996)-  41 44 04.79436(N)    072 38 45.72488(W)     ADJUSTED  
 LX7020* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LX7020  ___________________________________________________________________
 LX7020  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LX7020  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7020
 LX7020  HORZ ORDER  -  THIRD
 LX7020
 LX7020.The horizontal coordinates were established by classical geodetic methods
 LX7020.and adjusted by the National Geodetic Survey in August 1998..
 LX7020
 LX7020.The orthometric height was scaled from a topographic map.
 LX7020
 LX7020.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7020
 LX7020.The geoid height was determined by GEOID03.
 LX7020
 LX7020;                    North         East     Units Scale Factor Converg.
 LX7020;SPC CT       -   252,507.159   313,449.810   MT  0.99998928   +0 04 08.2
 LX7020;SPC CT       -   828,433.90  1,028,376.58   sFT  0.99998928   +0 04 08.2
 LX7020;UTM  18      - 4,622,994.871   695,763.945   MT  1.00007162   +1 34 03.0
 LX7020
 LX7020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7020!SPC CT       -   1.00000293  x   0.99998928  =   0.99999221
 LX7020!UTM  18      -   1.00000293  x   1.00007162  =   1.00007455
 LX7020
 LX7020:                Primary Azimuth Mark                     Grid Az
 LX7020:SPC CT       -  EAST HARTFORD OASIS FLAG                 034 31 10.0
 LX7020:UTM  18      -  EAST HARTFORD OASIS FLAG                 033 01 15.2
 LX7020
 LX7020|---------------------------------------------------------------------|
 LX7020| PID    Reference Object                     Distance      Geod. Az  |
 LX7020|                                                           dddmmss.s |
 LX7020| LX7043 EAST HARTFORD OASIS FLAG            APPROX. 0.8 KM 0343518.2 |
 LX7020| CZ7196 CLARKS DIKE RM 1                     19.090 METERS 07105     |
 LX7020| CZ7197 CLARKS DIKE RM 2                     17.700 METERS 14815     |
 LX7020| LX7029 CEDAR CREST SANITARIUM TANK         APPROX. 6.1 KM 2401552.5 |
 LX7020| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX. 4.3 KM 2960508.1 |
 LX7020| LX6675 AETNA TOWER                         APPROX. 5.2 KM 3125727.9 |
 LX7020| LX6650 HARTFORD NORTH METH CHURCH          APPROX. 5.9 KM 3344739.3 |
 LX7020| LX7023 SANSOMS HANGAR GABLE                APPROX. 1.2 KM 3393849.8 |
 LX7020| LX7021 BRAINARD FIELD BEACON               APPROX. 1.2 KM 3512006.3 |
 LX7020|---------------------------------------------------------------------|
 LX7020
 LX7020                          SUPERSEDED SURVEY CONTROL
 LX7020
 LX7020  NAD 83(1996)-  41 44 04.79388(N)    072 38 45.72497(W) AD(       ) 3
 LX7020  NAD 83(1992)-  41 44 04.79411(N)    072 38 45.72516(W) AD(       ) 3
 LX7020  NAD 83(1992)-  41 44 04.79538(N)    072 38 45.72642(W) AD(       ) 3
 LX7020  NAD 83(1986)-  41 44 04.79565(N)    072 38 45.72640(W) AD(       ) 3
 LX7020  NAD 27      -  41 44 04.41300(N)    072 38 47.40700(W) AD(       ) 3
 LX7020
 LX7020.Superseded values are not recommended for survey control.
 LX7020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7020.See file dsdata.txt to determine how the superseded data were derived.
 LX7020
 LX7020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9576422995(NAD 83)
 LX7020_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7020_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7020+STABILITY: SURFACE MOTION
 LX7020
 LX7020  HISTORY     - Date     Condition        Report By
 LX7020  HISTORY     - 1935     MONUMENTED       CGS
 LX7020  HISTORY     - 1946     SEE DESCRIPTION  CGS
 LX7020  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7020
 LX7020                          STATION DESCRIPTION
 LX7020
 LX7020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7020'CLARKS DIKE IS THE EARTH EMBANKMENT BUILT BY THE CITY OF
 LX7020'HARTFORD FOR FLOOD CONTROL.  THE DIKE PROTECTS THE RIVERSIDE OF THE
 LX7020'S MEADOW, SURROUNDING THE MUNICIPAL AIRPORT.
 LX7020'
 LX7020'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX7020'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX7020'
 LX7020'THE STATION IS EASIEST REACHED FROM WETHERSFIELD AVENUE AT THE
 LX7020'CITY LINE.  A SERVICE ROAD LEADS ALONG THE TOP OF THE DIKE, FROM
 LX7020'THIS POINT.  THE STATION IS 1.5 MILES FROM WETHERSFIELD AVENUE
 LX7020'ALONG THIS ROAD.  IT IS JUST AT THE TOP OF THE WESTERLY SLOPE
 LX7020'OF THE DIKE.  THE DIKE IS 50 FEET WIDE AT THIS POINT WHICH IS
 LX7020'A LITTLE S OF THE CLAY BANKS BAR RANGE LIGHTS ON THE OPPOSITE
 LX7020'SIDE OF THE RIVER.
 LX7020'
 LX7020'REFERENCE MARK NO.1 IS AT THE TOP OF SLOPE ON THE RIVERSIDE OF
 LX7020'THE DIKE.  IT BEARS N 60 DEG E (MAGNETIC).
 LX7020'
 LX7020'REFERENCE MARK NO.2 IS AT THE TOP OF THE SLOPE ON THE RIVERSIDE
 LX7020'OF THE DIKE.  IT BEARS S 45 DEG E (MAGNETIC).
 LX7020'
 LX7020'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX7020
 LX7020                          STATION RECOVERY (1946)
 LX7020
 LX7020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 LX7020'STATION WHICH WAS ABOUT 1.5 MILES FROM WETHERSFIELD AVENUE ALONG
 LX7020'THE DIKE ROAD WAS DESTROYED BY FLOOD OF 1935.
 LX7020
 LX7020                          STATION RECOVERY (1948)
 LX7020
 LX7020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7020'THE DIKE ON WHICH THIS STATION WAS SET HAS BEEN BUILT APPROXIMATELY
 LX7020'15 FEET HIGHER, THUS DESTROYING THE STATION AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3688 ***********************************************************************
 LX3688  DESIGNATION -  CLARKS HOUSE GABLE
 LX3688  PID         -  LX3688
 LX3688  STATE/COUNTY-  CT/FAIRFIELD
 LX3688  USGS QUAD   -  MILFORD (1984)
 LX3688
 LX3688                         *CURRENT SURVEY CONTROL
 LX3688  ___________________________________________________________________
 LX3688* NAD 83(1996)-  41 14 33.52326(N)    073 05 58.67897(W)     ADJUSTED  
 LX3688* NAVD 88     -                                                        
 LX3688  ___________________________________________________________________
 LX3688  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 LX3688  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3688
 LX3688  HORZ ORDER  -  THIRD
 LX3688
 LX3688.The horizontal coordinates were established by classical geodetic methods
 LX3688.and adjusted by the National Geodetic Survey in August 1998..
 LX3688
 LX3688
 LX3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3688
 LX3688.The geoid height was determined by GEOID03.
 LX3688
 LX3688;                    North         East     Units Scale Factor Converg.
 LX3688;SPC CT       -   197,916.616   275,492.511   MT  0.99999597   -0 13 54.6
 LX3688;SPC CT       -   649,331.43    903,845.01   sFT  0.99999597   -0 13 54.6
 LX3688;UTM  18      - 4,567,434.862   659,240.084   MT  0.99991208   +1 15 11.1
 LX3688
 LX3688                          SUPERSEDED SURVEY CONTROL
 LX3688
 LX3688  NAD 83(1992)-  41 14 33.52208(N)    073 05 58.67881(W) AD(       ) 4
 LX3688  NAD 83(1986)-  41 14 33.52642(N)    073 05 58.68343(W) AD(       ) 4
 LX3688  NAD 27      -  41 14 33.18400(N)    073 06 00.30200(W) AD(       ) 3
 LX3688
 LX3688.Superseded values are not recommended for survey control.
 LX3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3688.See file dsdata.txt to determine how the superseded data were derived.
 LX3688
 LX3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5924067435(NAD 83)
 LX3688
 LX3688  HISTORY     - Date     Condition        Report By
 LX3688  HISTORY     - 1934     MONUMENTED       CGS
 LX3688  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX3688
 LX3688                          STATION DESCRIPTION
 LX3688
 LX3688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3688'THE TWO-STORY FRAME HOUSE IS E OF THE DWELLING OF MRS. CLARK ON
 LX3688'RYDER POINT AND ON THE N BANK OF THE HOUSATONIC RIVER, 15 METERS
 LX3688'FROM THE STEPS LEADING DOWN THE BANK TO THE WATER.  THE SIDING OF
 LX3688'THE FIRST STORY IS VERTICAL.  THE SECOND STORY AND GABLES ARE
 LX3688'SIDED WITH SHINGLES AND HAVE FOUR WINDOWS ON THE RIVER SIDE OF THE
 LX3688'HOUSE.  THERE IS A RED-BRICK CHIMNEY W OF THE E GABLE.
 LX3688'
 LX3688'THE STATION IS THE W GABLE OF THE HOUSE.  SEE SKETCH OF W
 LX3688'GABLE.  HEIGHT ABOUT 25 FEET.
 LX3688
 LX3688                          STATION RECOVERY (1987)
 LX3688
 LX3688'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEF)
 LX3688'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4420 ***********************************************************************
 LX4420  DESIGNATION -  CLARKS MONUMENT
 LX4420  PID         -  LX4420
 LX4420  STATE/COUNTY-  CT/LITCHFIELD
 LX4420  USGS QUAD   -  AMENIA (1984)
 LX4420
 LX4420                         *CURRENT SURVEY CONTROL
 LX4420  ___________________________________________________________________
 LX4420* NAD 83(1996)-  41 48 02.60270(N)    073 30 26.44489(W)     ADJUSTED  
 LX4420* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 LX4420  ___________________________________________________________________
 LX4420  LAPLACE CORR-          10.59  (seconds)                    DEFLEC99
 LX4420  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX4420
 LX4420  HORZ ORDER  -  THIRD
 LX4420
 LX4420.The horizontal coordinates were established by classical geodetic methods
 LX4420.and adjusted by the National Geodetic Survey in August 1998..
 LX4420
 LX4420.The orthometric height was scaled from a topographic map.
 LX4420
 LX4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4420
 LX4420.The geoid height was determined by GEOID03.
 LX4420
 LX4420;                    North         East     Units Scale Factor Converg.
 LX4420;SPC CT       -   260,114.683   241,859.728   MT  0.99999398   -0 30 07.8
 LX4420;SPC CT       -   853,392.92    793,501.46   sFT  0.99999398   -0 30 07.8
 LX4420;UTM  18      - 4,628,727.883   624,004.601   MT  0.99978922   +0 59 42.2
 LX4420
 LX4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4420!SPC CT       -   0.99994677  x   0.99999398  =   0.99994075
 LX4420!UTM  18      -   0.99994677  x   0.99978922  =   0.99973600
 LX4420
 LX4420:                Primary Azimuth Mark                     Grid Az
 LX4420:SPC CT       -  LAMBERT                                  053 38 02.6
 LX4420:UTM  18      -  LAMBERT                                  052 08 12.6
 LX4420
 LX4420|---------------------------------------------------------------------|
 LX4420| PID    Reference Object                     Distance      Geod. Az  |
 LX4420|                                                           dddmmss.s |
 LX4420| LX4421 LAMBERT                             424.143 METERS 0530754.8 |
 LX4420|---------------------------------------------------------------------|
 LX4420
 LX4420                          SUPERSEDED SURVEY CONTROL
 LX4420
 LX4420  NAD 83(1996)-  41 48 02.60266(N)    073 30 26.44528(W) AD(       ) 3
 LX4420  NAD 83(1992)-  41 48 02.60317(N)    073 30 26.44537(W) AD(       ) 3
 LX4420  NAD 83(1992)-  41 48 02.60393(N)    073 30 26.44643(W) AD(       ) 3
 LX4420  NAD 83(1986)-  41 48 02.60366(N)    073 30 26.44511(W) AD(       ) 3
 LX4420  NAD 27      -  41 48 02.25000(N)    073 30 28.03000(W) AD(       ) 3
 LX4420
 LX4420.Superseded values are not recommended for survey control.
 LX4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4420.See file dsdata.txt to determine how the superseded data were derived.
 LX4420
 LX4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2400528728(NAD 83)
 LX4420
 LX4420  HISTORY     - Date     Condition        Report By
 LX4420  HISTORY     - 1862     MONUMENTED       CGS
 LX4420
 LX4420                          STATION DESCRIPTION
 LX4420
 LX4420'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (EB)
 LX4420'A SMALL POLE WITH WHITE FLAG WAS PLUMBED ON THE TOP OF THE
 LX4420'MONUMENT IN ROAD, NEAR H. CLARKS AND OBSERVED ON FROM LAMBERT
 LX4420'AND HITCHCOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7062 ***********************************************************************
 LX7062  DESIGNATION -  CLAY BANKS
 LX7062  PID         -  LX7062
 LX7062  STATE/COUNTY-  CT/HARTFORD
 LX7062  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7062
 LX7062                         *CURRENT SURVEY CONTROL
 LX7062  ___________________________________________________________________
 LX7062* NAD 83(1996)-  41 44 02.93012(N)    072 38 26.76379(W)     ADJUSTED  
 LX7062* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX7062  ___________________________________________________________________
 LX7062  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LX7062  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7062
 LX7062  HORZ ORDER  -  THIRD
 LX7062
 LX7062.The horizontal coordinates were established by classical geodetic methods
 LX7062.and adjusted by the National Geodetic Survey in August 1998..
 LX7062
 LX7062.The orthometric height was scaled from a topographic map.
 LX7062
 LX7062.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7062
 LX7062.The geoid height was determined by GEOID03.
 LX7062
 LX7062;                    North         East     Units Scale Factor Converg.
 LX7062;SPC CT       -   252,450.184   313,888.059   MT  0.99998925   +0 04 20.7
 LX7062;SPC CT       -   828,246.98  1,029,814.41   sFT  0.99998925   +0 04 20.7
 LX7062;UTM  18      - 4,622,949.372   696,203.570   MT  1.00007374   +1 34 15.5
 LX7062
 LX7062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7062!SPC CT       -   1.00000418  x   0.99998925  =   0.99999343
 LX7062!UTM  18      -   1.00000418  x   1.00007374  =   1.00007792
 LX7062
 LX7062|---------------------------------------------------------------------|
 LX7062| PID    Reference Object                     Distance      Geod. Az  |
 LX7062|                                                           dddmmss.s |
 LX7062| CZ7198 CLAY BANKS RM 1                      20.550 METERS 00847     |
 LX7062| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX. 4.8 KM 2942316.6 |
 LX7062|---------------------------------------------------------------------|
 LX7062
 LX7062                          SUPERSEDED SURVEY CONTROL
 LX7062
 LX7062  NAD 83(1996)-  41 44 02.92965(N)    072 38 26.76387(W) AD(       ) 3
 LX7062  NAD 83(1992)-  41 44 02.92990(N)    072 38 26.76403(W) AD(       ) 3
 LX7062  NAD 83(1992)-  41 44 02.93110(N)    072 38 26.76536(W) AD(       ) 3
 LX7062  NAD 83(1986)-  41 44 02.93135(N)    072 38 26.76533(W) AD(       ) 3
 LX7062  NAD 27      -  41 44 02.54500(N)    072 38 28.40600(W) AD(       ) 3
 LX7062
 LX7062.Superseded values are not recommended for survey control.
 LX7062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7062.See file dsdata.txt to determine how the superseded data were derived.
 LX7062
 LX7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9620422949(NAD 83)
 LX7062_MARKER: DD = SURVEY DISK
 LX7062_SETTING: 0 = UNSPECIFIED SETTING
 LX7062
 LX7062  HISTORY     - Date     Condition        Report By
 LX7062  HISTORY     - 1935     MONUMENTED       CGS
 LX7062  HISTORY     - 1971     GOOD             CTGS
 LX7062  HISTORY     - 1971     GOOD             CTGS
 LX7062  HISTORY     - 19950926 POOR             USPSQD
 LX7062
 LX7062                          STATION DESCRIPTION
 LX7062
 LX7062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7062'THIS STATION IS IDENTICAL WITH CLAY BANKS BAR FRONT RANGE LIGHT
 LX7062'OF THE UNITED STATES LIGHTHOUSE SERVICE.  IT IS ON THE RED-STONE
 LX7062'WALL FORMING CLAY BANKS DIKE.
 LX7062'
 LX7062'STATION MARK WAS SET DIRECTLY BENEATH THE LIGHT, APPROXIMATELY
 LX7062'IN THE CENTER OF THE 6- BY 6.2- BY 3.9-INCH BLOCK OF CONCRETE
 LX7062'WHICH IS THE FOUNDATION OF THE LIGHT STRUCTURE.
 LX7062'
 LX7062'ONE STANDARD REFERENCE MARK WAS ESTABLISHED.  IT IS IN THE TOP
 LX7062'OF THE DIKE, IN THE 14TH STONE NORTHERLY OF THE STATION.  IT IS
 LX7062'0.45 METER FROM THE N EDGE OF THE STONE AND 0.12 METER FROM THE
 LX7062'W EDGE.  IT BEARS N 20 DEG E (MAGNETIC).
 LX7062'
 LX7062'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX7062
 LX7062                          STATION RECOVERY (1971)
 LX7062
 LX7062'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX7062'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.  TO
 LX7062'REACH THE STATION FROM EAST HARTFORD AT THE MAPLE STREET EXIT
 LX7062'ON ROUTE 2 (V.F.W.MEMORIAL HIGHWAY) GO WEST ON MAPLE STREET FOR
 LX7062'0.1 MILE TO WHERE ROAD CHANGES TO BROAD STREET, GO 0.25 MILE TO
 LX7062'WHERE THE ROAD CHANGES TO HIGH STREET AND CONTINUE STRAIGHT FOR
 LX7062'0.4 MILE TO A DIRT ROAD ON THE LEFT (WEST) THIS ROAD LEADS TO
 LX7062'THE LIGHT HOUSE GROVE RECREATION AREA, FOLLOW THE DIRT ROAD FOR
 LX7062'0.5 MILE TO THE STATION.  STATION STAMPED CLAY BANK 1935.
 LX7062'
 LX7062'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7062'EAST HARTFORD, 2.3 MILE SOUTH.
 LX7062
 LX7062                          STATION RECOVERY (1971)
 LX7062
 LX7062'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX7062'STATION MARK IS IDENTICAL WITH CLAY BANKS BAR FRONT RANGE LIGHT
 LX7062'OF THE U.S. LIGHTHOUSE SERVICE.  IT IS ON THE RED-STONE WALL
 LX7062'FORMING CLAY BANKS DIKE.
 LX7062'
 LX7062'STATION MARK WAS SET DIRECTLY BENEATH THE LIGHT, APPROXIMATELY
 LX7062'IN THE CENTER OF THE 6 IN X 6.2 IN X 3.9 IN BLOCK OF CONCRETE
 LX7062'WHICH IS THE FOUNDATION OF THE LIGHT STRUCTURE.
 LX7062'
 LX7062'TO REACH THE STATION FROM ON RTE.2 (VFW MEMORIAL HWY.) GO WEST
 LX7062'ON MAPLE STREET FOR 0.1 MILE TO WHERE ROAD CHANGES TO BROAD ST.  GO
 LX7062'0.25 MILE TO WHERE THE ROAD CHANGES TO HIGH ST. AND CONTINUE
 LX7062'STRAIGHT FOR 0.4 MILE TO A DIRT ROAD ON THE LEFT (WEST).  THIS
 LX7062'ROAD LEADS TO THE LIGHT HOUSE GROVE RECREATION AREA.  FOLLOW THE
 LX7062'DIRT ROAD FOR 0.5 MILE TO THE STATION SHOWN IN SKETCH.
 LX7062'
 LX7062'ONE STANDARD R.M. WAS ESTABLISHED.  IT IS IN THE TOP OF THE DIKE,
 LX7062'IN THE 14TH STONE NLY OF THE STONE AND 0.12 METERS FROM THE WEST
 LX7062'EDGE.  IT BEARS N20E (MAG.).
 LX7062'
 LX7062'NOTES--STATION IS A USC AND GS STATE SURVEY BRONZE DISK
 LX7062'STAMPED--CLAY BANKS.
 LX7062'
 LX7062'THE STATION AND R.M. 1 WERE FOUND IN GOOD CONDITION 12-8-71
 LX7062
 LX7062                          STATION RECOVERY (1995)
 LX7062
 LX7062'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7062'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0188 ***********************************************************************
 LX0188  DESIGNATION -  CLIFTON
 LX0188  PID         -  LX0188
 LX0188  STATE/COUNTY-  CT/NEW LONDON
 LX0188  USGS QUAD   -  NEW LONDON (1984)
 LX0188
 LX0188                         *CURRENT SURVEY CONTROL
 LX0188  ___________________________________________________________________
 LX0188* NAD 83(1986)-  41 18 28.     (N)    072 00 19.     (W)     SCALED    
 LX0188* NAVD 88     -         4.728  (meters)      15.51   (feet)  ADJUSTED  
 LX0188  ___________________________________________________________________
 LX0188  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX0188  DYNAMIC HT  -           4.726 (meters)      15.51  (feet)  COMP
 LX0188  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX0188
 LX0188  VERT ORDER  -  FIRST     CLASS I
 LX0188
 LX0188.The horizontal coordinates were scaled from a topographic map and have
 LX0188.an estimated accuracy of +/- 6 seconds.
 LX0188
 LX0188.The orthometric height was determined by differential leveling
 LX0188.and adjusted by the National Geodetic Survey in June 1991..
 LX0188
 LX0188.The geoid height was determined by GEOID03.
 LX0188
 LX0188.The dynamic height is computed by dividing the NAVD 88
 LX0188.geopotential number by the normal gravity value computed on the
 LX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0188.degrees latitude (g = 980.6199 gals.).
 LX0188
 LX0188.The modeled gravity was interpolated from observed gravity values.
 LX0188
 LX0188;                    North         East    Units  Estimated Accuracy
 LX0188;SPC CT       -   205,360.      367,160.      MT  (+/- 180 meters Scaled)
 LX0188
 LX0188                          SUPERSEDED SURVEY CONTROL
 LX0188
 LX0188  NGVD 29 (??/??/92)    5.019  (m)           16.47   (f) ADJ UNCH    1 1
 LX0188
 LX0188.Superseded values are not recommended for survey control.
 LX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0188.See file dsdata.txt to determine how the superseded data were derived.
 LX0188
 LX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL507772(NAD 83)
 LX0188_MARKER: Z = SEE DESCRIPTION
 LX0188_SETTING: 80 = SET IN A BOULDER
 LX0188_SP_SET: BOULDER
 LX0188_STAMPING: CLIFTON MSL 16.46 1953
 LX0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0188+STABILITY: SURFACE MOTION
 LX0188
 LX0188  HISTORY     - Date     Condition        Report By
 LX0188  HISTORY     - 1953     MONUMENTED       LOCENG
 LX0188  HISTORY     - 1965     GOOD             NGS
 LX0188  HISTORY     - 1983     GOOD             USPSQD
 LX0188  HISTORY     - 1990     GOOD             USPSQD
 LX0188  HISTORY     - 19900310 POOR             USPSQD
 LX0188  HISTORY     - 19901227 GOOD             USPSQD
 LX0188
 LX0188                          STATION DESCRIPTION
 LX0188
 LX0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0188'1.2 MI SE FROM GROTON LONG POINT.
 LX0188'ABOUT 0.1 MILE WEST ALONG DURYEA DRIVE FROM THE BRIDGE OVER
 LX0188'PALMER COVE, THENCE 1.0 MILE SOUTH AND WEST ALONG SHORE AVENUE,
 LX0188'THENCE 0.15 MILE NORTH ALONG SOUTH SOUND BREEZE AVENUE, 64
 LX0188'YARDS NORTH OF THE JUNCTION OF OAK STREET, ON GROTON LONG POINT,
 LX0188'AT THE RESIDENCE OF MR. A.M. CLIFTON AT 85 SOUTH SOUND BREEZE
 LX0188'AVENUE, SET ON THE TOP OF A 3-BY-3-FOOT BOULDER WHICH PROJECTS
 LX0188'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 35 FEET EAST OF THE
 LX0188'CENTER LINE OF THE AVENUE, 28 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 LX0188'CORNER OF THE RESIDENCE OF MR. CLIFTON, 15 FEET SOUTH OF THE
 LX0188'CENTER LINE OF A DRIVEWAY, 2 1/2 FEET SOUTHWEST OF A FLAGPOLE, 7
 LX0188'FEET ABOVE THE LEVEL OF THE AVENUE.
 LX0188
 LX0188                          STATION RECOVERY (1983)
 LX0188
 LX0188'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0188'RECOVERED IN GOOD CONDITION.
 LX0188
 LX0188                          STATION RECOVERY (1990)
 LX0188
 LX0188'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0188'RECOVERED IN GOOD CONDITION.
 LX0188
 LX0188                          STATION RECOVERY (1990)
 LX0188
 LX0188'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0188'MARK RECOVERED IN POOR CONDITION.
 LX0188
 LX0188                          STATION RECOVERY (1990)
 LX0188
 LX0188'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6180 ***********************************************************************
 LX6180  DESIGNATION -  CLINTON CONG CHURCH BELFRY
 LX6180  PID         -  LX6180
 LX6180  STATE/COUNTY-  CT/MIDDLESEX
 LX6180  USGS QUAD   -  CLINTON (1984)
 LX6180
 LX6180                         *CURRENT SURVEY CONTROL
 LX6180  ___________________________________________________________________
 LX6180* NAD 83(1996)-  41 16 42.61371(N)    072 31 23.02384(W)     ADJUSTED  
 LX6180* NAVD 88     -                                                        
 LX6180  ___________________________________________________________________
 LX6180  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LX6180  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX6180
 LX6180  HORZ ORDER  -  THIRD
 LX6180
 LX6180.The horizontal coordinates were established by classical geodetic methods
 LX6180.and adjusted by the National Geodetic Survey in August 1998..
 LX6180
 LX6180
 LX6180.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6180
 LX6180.The geoid height was determined by GEOID03.
 LX6180
 LX6180;                    North         East     Units Scale Factor Converg.
 LX6180;SPC CT       -   201,864.671   323,813.314   MT  0.99999300   +0 09 01.7
 LX6180;SPC CT       -   662,284.34  1,062,377.51   sFT  0.99999300   +0 09 01.7
 LX6180;SPC NY L     -   124,512.653   423,734.869   MT  1.00002281   +0 57 57.7
 LX6180;SPC NY L     -   408,505.26  1,390,203.48   sFT  1.00002281   +0 57 57.7
 LX6180;UTM  18      - 4,572,633.525   707,443.434   MT  1.00012963   +1 38 04.8
 LX6180
 LX6180                          SUPERSEDED SURVEY CONTROL
 LX6180
 LX6180  NAD 83(1992)-  41 16 42.61280(N)    072 31 23.02361(W) AD(       ) 4
 LX6180  NAD 83(1986)-  41 16 42.61495(N)    072 31 23.02684(W) AD(       ) 4
 LX6180  NAD 27      -  41 16 42.26000(N)    072 31 24.70000(W) AD(       ) 3
 LX6180
 LX6180.Superseded values are not recommended for survey control.
 LX6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6180.See file dsdata.txt to determine how the superseded data were derived.
 LX6180
 LX6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0744372634(NAD 83)
 LX6180_MARKER: 75 = BELFRY
 LX6180
 LX6180  HISTORY     - Date     Condition        Report By
 LX6180  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX6180  HISTORY     - 1960     GOOD             CGS
 LX6180  HISTORY     - 1974     GOOD             CTGS
 LX6180  HISTORY     - 1990     GOOD             USPSQD
 LX6180  HISTORY     - 1997     GOOD             USPSQD
 LX6180
 LX6180                          STATION DESCRIPTION
 LX6180
 LX6180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6180'THIS STATION IS ON THE FIRST CHURCH OF CHRIST,
 LX6180'CONGREGATIONAL.  THE CHURCH FACES THE N SIDE OF THE SMALL GREEN
 LX6180'IN CLINTON.  THIS AREA IS ON THE N SIDE OF THE POST ROAD AND
 LX6180'BEGINS JUST E OF THE HIGHWAY BRIDGE OVER THE INDIAN RIVER.  A
 LX6180'MONUMENT ON THE GREEN MARKS THE PLACE WHERE THE FIRST CLASSES
 LX6180'OF YALE COLLEGE WERE HELD IN 1701.
 LX6180'
 LX6180'THE CHURCH AND BELFRY ARE OF WOOD, PAINTED WHITE.  AT EITHER
 LX6180'SIDE OF THE GREEN SHUTTERED BELFRY OPENINGS IS A DECORATIVE
 LX6180'WOODEN COLUMN.  THE BELFRY IS SQUARE AND HAS A CLOCK FACE IN
 LX6180'EACH SIDE, JUST ABOVE THE CHURCH ROOF.
 LX6180'
 LX6180'CENTER IS THE CENTER LINE OF THE BELFRY.
 LX6180'
 LX6180'THIS STATION IS OF LIMITED VALUE AS A LANDMARK BECAUSE OF
 LX6180'THE HIGH TREES IN THE NEIGHBORHOOD.
 LX6180
 LX6180                          STATION RECOVERY (1960)
 LX6180
 LX6180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6180'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 LX6180
 LX6180                          STATION RECOVERY (1974)
 LX6180
 LX6180'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX6180'STATION WAS FOUND IN GOOD CONDITION.
 LX6180'
 LX6180'IT IS GOOD ONLY FOR LONG SIANTS.
 LX6180
 LX6180                          STATION RECOVERY (1990)
 LX6180
 LX6180'RECOVERY NOTE BY US POWER SQUADRON 1990 (BBB)
 LX6180'RECOVERED IN GOOD CONDITION.
 LX6180
 LX6180                          STATION RECOVERY (1997)
 LX6180
 LX6180'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6181 ***********************************************************************
 LX6181  DESIGNATION -  CLINTON METH CHURCH BELFRY
 LX6181  PID         -  LX6181
 LX6181  STATE/COUNTY-  CT/MIDDLESEX
 LX6181  USGS QUAD   -  CLINTON (1984)
 LX6181
 LX6181                         *CURRENT SURVEY CONTROL
 LX6181  ___________________________________________________________________
 LX6181* NAD 83(1996)-  41 16 39.78899(N)    072 31 37.19648(W)     ADJUSTED  
 LX6181* NAVD 88     -                                                        
 LX6181  ___________________________________________________________________
 LX6181  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6181  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX6181
 LX6181  HORZ ORDER  -  THIRD
 LX6181
 LX6181.The horizontal coordinates were established by classical geodetic methods
 LX6181.and adjusted by the National Geodetic Survey in August 1998..
 LX6181
 LX6181
 LX6181.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6181
 LX6181.The geoid height was determined by GEOID03.
 LX6181
 LX6181;                    North         East     Units Scale Factor Converg.
 LX6181;SPC CT       -   201,776.671   323,483.714   MT  0.99999306   +0 08 52.3
 LX6181;SPC CT       -   661,995.63  1,061,296.15   sFT  0.99999306   +0 08 52.3
 LX6181;SPC NY L     -   124,419.967   423,406.544   MT  1.00002271   +0 57 48.5
 LX6181;SPC NY L     -   408,201.18  1,389,126.30   sFT  1.00002271   +0 57 48.5
 LX6181;UTM  18      - 4,572,537.004   707,116.178   MT  1.00012796   +1 37 55.3
 LX6181
 LX6181                          SUPERSEDED SURVEY CONTROL
 LX6181
 LX6181  NAD 83(1992)-  41 16 39.78808(N)    072 31 37.19625(W) AD(       ) 4
 LX6181  NAD 83(1986)-  41 16 39.79022(N)    072 31 37.19954(W) AD(       ) 4
 LX6181  NAD 27      -  41 16 39.43200(N)    072 31 38.87000(W) AD(       ) 3
 LX6181
 LX6181.Superseded values are not recommended for survey control.
 LX6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6181.See file dsdata.txt to determine how the superseded data were derived.
 LX6181
 LX6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0711672537(NAD 83)
 LX6181
 LX6181  HISTORY     - Date     Condition        Report By
 LX6181  HISTORY     - 1934     MONUMENTED       CGS
 LX6181  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6181  HISTORY     - 1974     GOOD             CTGS
 LX6181  HISTORY     - 1990     GOOD             USPSQD
 LX6181  HISTORY     - 1997     GOOD             USPSQD
 LX6181
 LX6181                          STATION DESCRIPTION
 LX6181
 LX6181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6181'THE CLINTON METHODIST CHURCH IS ON THE E SIDE OF COMMERCE STREET,
 LX6181'ABOUT 105 METERS S OF THE INTERSECTION OF COMMERCE STREET AND
 LX6181'THE POST ROAD.
 LX6181'
 LX6181'ORIGINALLY THIS CHURCH HAD A SPIRE, BUT, ABOUT 1890 IT WAS
 LX6181'CUT DOWN TO THE PRESENT BELFRY TOWER.  THE BELFRY IS AT THE
 LX6181'W END OF THE CHURCH, MIDWAY OF THE W WALL.  CENTER LINE OF THE
 LX6181'BELFRY COINCIDES WITH THIS W WALL.  THE CHURCH AND BELFRY ARE
 LX6181'OF WOOD, PAINTED WHITE.  THE BELFRY IS SQUARE WITH A
 LX6181'DARK-SHUTTERED OPENING IN EACH SIDE.  A WOODEN ORNAMENT IS
 LX6181'ATTACHED TO EACH OF THE FOUR CORNERS OF THE BELFRY ROOF.
 LX6181'
 LX6181'CENTER IS THE CENTER LINE OF THE BELFRY.  IT IS ABOUT 22
 LX6181'METERS E OF THE CENTER LINE OF COMMERCE STREET.
 LX6181'
 LX6181'STATION IS OF LITTLE USE AS A LANDMARK BECAUSE IT IS
 LX6181'SCREENED BY TALLER TREES.
 LX6181
 LX6181                          STATION RECOVERY (1960)
 LX6181
 LX6181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6181'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX6181
 LX6181                          STATION RECOVERY (1974)
 LX6181
 LX6181'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX6181'STATION WAS RECOVERED AS DESCRIBED.
 LX6181
 LX6181                          STATION RECOVERY (1990)
 LX6181
 LX6181'RECOVERY NOTE BY US POWER SQUADRON 1990 (BBB)
 LX6181'RECOVERED IN GOOD CONDITION.
 LX6181
 LX6181                          STATION RECOVERY (1997)
 LX6181
 LX6181'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3089 ***********************************************************************
 KU3089  DESIGNATION -  CLUBHOUSE
 KU3089  PID         -  KU3089
 KU3089  STATE/COUNTY-  CT/FAIRFIELD
 KU3089  USGS QUAD   -  MAMARONECK (1975)
 KU3089
 KU3089                         *CURRENT SURVEY CONTROL
 KU3089  ___________________________________________________________________
 KU3089* NAD 83(1996)-  40 58 55.62088(N)    073 37 44.36666(W)     ADJUSTED  
 KU3089* NAVD 88     -                                                        
 KU3089  ___________________________________________________________________
 KU3089  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 KU3089  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 KU3089
 KU3089  HORZ ORDER  -  THIRD
 KU3089
 KU3089.The horizontal coordinates were established by classical geodetic methods
 KU3089.and adjusted by the National Geodetic Survey in August 1998..
 KU3089
 KU3089
 KU3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3089
 KU3089.The geoid height was determined by GEOID03.
 KU3089
 KU3089;                    North         East     Units Scale Factor Converg.
 KU3089;SPC CT       -   169,299.989   230,825.695   MT  1.00002916   -0 34 58.2
 KU3089;SPC CT       -   555,445.05    757,300.63   sFT  1.00002916   -0 34 58.2
 KU3089;SPC NY L     -    90,619.699   331,223.198   MT  0.99999755   +0 14 33.6
 KU3089;SPC NY L     -   297,308.13  1,086,688.11   sFT  0.99999755   +0 14 33.6
 KU3089;UTM  18      - 4,537,676.952   615,336.699   MT  0.99976372   +0 53 57.3
 KU3089
 KU3089                          SUPERSEDED SURVEY CONTROL
 KU3089
 KU3089  NAD 83(1992)-  40 58 55.62043(N)    073 37 44.36648(W) AD(       ) 4
 KU3089  NAD 83(1986)-  40 58 55.62057(N)    073 37 44.36652(W) AD(       ) 4
 KU3089  NAD 27      -  40 58 55.27100(N)    073 37 45.91400(W) AD(       ) 3
 KU3089
 KU3089.Superseded values are not recommended for survey control.
 KU3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3089.See file dsdata.txt to determine how the superseded data were derived.
 KU3089
 KU3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1533737677(NAD 83)
 KU3089_MARKER: 81 = GABLE
 KU3089
 KU3089  HISTORY     - Date     Condition        Report By
 KU3089  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU3089  HISTORY     - 1934     GOOD             CGS
 KU3089
 KU3089                          STATION DESCRIPTION
 KU3089
 KU3089'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU3089'THE SOUTH GABLE ON THE PROMINENT YELLOW STONE CLUBHOUSE ON THE
 KU3089'WEST END OF GREAT CAPTAIN ISLAND.  THE BUILDING IS VERY LARGE
 KU3089'AND IS A CONSPICUOUS LANDMARK.
 KU3089
 KU3089                          STATION RECOVERY (1934)
 KU3089
 KU3089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3089'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5237 ***********************************************************************
 LX5237  DESIGNATION -  COAST GUARD ACADEMY STACK
 LX5237  PID         -  LX5237
 LX5237  STATE/COUNTY-  CT/NEW LONDON
 LX5237  USGS QUAD   -  NEW LONDON (1984)
 LX5237
 LX5237                         *CURRENT SURVEY CONTROL
 LX5237  ___________________________________________________________________
 LX5237* NAD 83(1996)-  41 22 18.97462(N)    072 05 53.46625(W)     ADJUSTED  
 LX5237* NAVD 88     -                                                        
 LX5237  ___________________________________________________________________
 LX5237  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LX5237  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX5237
 LX5237  HORZ ORDER  -  THIRD
 LX5237
 LX5237.The horizontal coordinates were established by classical geodetic methods
 LX5237.and adjusted by the National Geodetic Survey in August 1998..
 LX5237
 LX5237
 LX5237.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5237
 LX5237.The geoid height was determined by GEOID03.
 LX5237
 LX5237;                    North         East     Units Scale Factor Converg.
 LX5237;SPC CT       -   212,422.017   359,330.518   MT  0.99998710   +0 25 55.9
 LX5237;SPC CT       -   696,921.23  1,178,903.54   sFT  0.99998710   +0 25 55.9
 LX5237;UTM  18      - 4,584,110.670   742,683.318   MT  1.00032487   +1 55 07.9
 LX5237
 LX5237                          SUPERSEDED SURVEY CONTROL
 LX5237
 LX5237  NAD 83(1992)-  41 22 18.97350(N)    072 05 53.46547(W) AD(       ) 4
 LX5237  NAD 83(1986)-  41 22 18.97436(N)    072 05 53.46989(W) AD(       ) 4
 LX5237  NAD 27      -  41 22 18.63000(N)    072 05 55.19400(W) AD(       ) 3
 LX5237
 LX5237.Superseded values are not recommended for survey control.
 LX5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5237.See file dsdata.txt to determine how the superseded data were derived.
 LX5237
 LX5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4268384111(NAD 83)
 LX5237_MARKER: 63 = STACK
 LX5237
 LX5237  HISTORY     - Date     Condition        Report By
 LX5237  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5237  HISTORY     - 1966     GOOD             CGS
 LX5237  HISTORY     - 1983     GOOD             USPSQD
 LX5237  HISTORY     - 1989     GOOD             USPSQD
 LX5237
 LX5237                          STATION DESCRIPTION
 LX5237
 LX5237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5237'THE COAST GUARD ACADEMY IS ON THE W BANK OF THE THAMES RIVER
 LX5237'AND E OF THE FOOT OF MOHEGAN AVENUE N OF THE CENTER OF NEW
 LX5237'LONDON.  THE STACK IS AT THE NORTHERLY SIDE OF THE SMALL 2-STORY
 LX5237'STEAM PLANT.  IT IS NEAR THE WATERS EDGE.
 LX5237'
 LX5237'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT
 LX5237'150 FEET.
 LX5237
 LX5237                          STATION RECOVERY (1966)
 LX5237
 LX5237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5237'STATION RECOVERED AS DESCRIBED.
 LX5237'
 LX5237'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5237'AT NEW LONDON.
 LX5237
 LX5237                          STATION RECOVERY (1983)
 LX5237
 LX5237'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX5237'COAST GUARD ACADEMY STACK RECOVERED GOOD, RECOVERED AS DESCRIBED.
 LX5237
 LX5237                          STATION RECOVERY (1989)
 LX5237
 LX5237'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5246 ***********************************************************************
 LX5246  DESIGNATION -  COAST GUARD ACADEMY FLAGPOLE
 LX5246  PID         -  LX5246
 LX5246  STATE/COUNTY-  CT/NEW LONDON
 LX5246  USGS QUAD   -  NEW LONDON (1984)
 LX5246
 LX5246                         *CURRENT SURVEY CONTROL
 LX5246  ___________________________________________________________________
 LX5246* NAD 83(1996)-  41 22 20.31924(N)    072 06 04.66558(W)     ADJUSTED  
 LX5246* NAVD 88     -                                                        
 LX5246  ___________________________________________________________________
 LX5246  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LX5246  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5246
 LX5246  HORZ ORDER  -  THIRD
 LX5246
 LX5246.The horizontal coordinates were established by classical geodetic methods
 LX5246.and adjusted by the National Geodetic Survey in August 1998..
 LX5246
 LX5246
 LX5246.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5246
 LX5246.The geoid height was determined by GEOID03.
 LX5246
 LX5246;                    North         East     Units Scale Factor Converg.
 LX5246;SPC CT       -   212,461.539   359,069.956   MT  0.99998709   +0 25 48.5
 LX5246;SPC CT       -   697,050.90  1,178,048.68   sFT  0.99998709   +0 25 48.5
 LX5246;UTM  18      - 4,584,143.429   742,421.730   MT  1.00032331   +1 55 00.6
 LX5246
 LX5246                          SUPERSEDED SURVEY CONTROL
 LX5246
 LX5246  NAD 83(1992)-  41 22 20.31812(N)    072 06 04.66480(W) AD(       ) 4
 LX5246  NAD 83(1986)-  41 22 20.31904(N)    072 06 04.66911(W) AD(       ) 4
 LX5246  NAD 27      -  41 22 19.97200(N)    072 06 06.39400(W) AD(       ) 3
 LX5246
 LX5246.Superseded values are not recommended for survey control.
 LX5246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5246.See file dsdata.txt to determine how the superseded data were derived.
 LX5246
 LX5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4242284143(NAD 83)
 LX5246_MARKER: 62 = FLAGPOLE
 LX5246
 LX5246  HISTORY     - Date     Condition        Report By
 LX5246  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5246  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5246  HISTORY     - 1971     GOOD             NGS
 LX5246  HISTORY     - 1983     GOOD             USPSQD
 LX5246  HISTORY     - 1989     GOOD             USPSQD
 LX5246
 LX5246                          STATION DESCRIPTION
 LX5246
 LX5246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5246'THE FLAGPOLE OF THE COAST GUARD ACADEMY IS IN FRONT OF THE
 LX5246'CENTER OF 3 LARGE CONNECTED BROWN BRICK BUILDINGS.  THE POLE
 LX5246'IS THE SAME AS THE MAST OF A SHIP WITH GUYS AND YARDARMS.
 LX5246'
 LX5246'THE STATION IS THE CENTER LINE OF THE FLAGPOLE.  HEIGHT
 LX5246'ABOUT 80 FEET ABOVE GROUND.
 LX5246
 LX5246                          STATION RECOVERY (1960)
 LX5246
 LX5246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5246'THE FLAGPOLE WAS RECENTLY REBUILT IN THE SAME POSITION.  IT
 LX5246'IS A STEEL POLE 116 FT HIGH.
 LX5246
 LX5246                          STATION RECOVERY (1971)
 LX5246
 LX5246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX5246'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 LX5246'
 LX5246'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5246'IN NEW LONDON.
 LX5246
 LX5246                          STATION RECOVERY (1983)
 LX5246
 LX5246'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX5246'COAST GUARD ACADEMY FLAGPOLE RECOVERED GOOD, RECOVERED AS DESCRIBED.
 LX5246
 LX5246                          STATION RECOVERY (1989)
 LX5246
 LX5246'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5247 ***********************************************************************
 LX5247  DESIGNATION -  COAST GUARD ACADEMY CUPOLA
 LX5247  PID         -  LX5247
 LX5247  STATE/COUNTY-  CT/NEW LONDON
 LX5247  USGS QUAD   -  NEW LONDON (1984)
 LX5247
 LX5247                         *CURRENT SURVEY CONTROL
 LX5247  ___________________________________________________________________
 LX5247* NAD 83(1996)-  41 22 20.22949(N)    072 06 03.32839(W)     ADJUSTED  
 LX5247* NAVD 88     -                                                        
 LX5247  ___________________________________________________________________
 LX5247  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LX5247  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5247
 LX5247  HORZ ORDER  -  THIRD
 LX5247
 LX5247.The horizontal coordinates were established by classical geodetic methods
 LX5247.and adjusted by the National Geodetic Survey in August 1998..
 LX5247
 LX5247
 LX5247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5247
 LX5247.The geoid height was determined by GEOID03.
 LX5247
 LX5247;                    North         East     Units Scale Factor Converg.
 LX5247;SPC CT       -   212,459.003   359,101.050   MT  0.99998709   +0 25 49.4
 LX5247;SPC CT       -   697,042.58  1,178,150.69   sFT  0.99998709   +0 25 49.4
 LX5247;SPC NY L     -   135,607.469   458,869.989   MT  1.00003639   +1 14 31.7
 LX5247;SPC NY L     -   444,905.50  1,505,475.96   sFT  1.00003639   +1 14 31.7
 LX5247;UTM  18      - 4,584,141.701   742,452.890   MT  1.00032349   +1 55 01.5
 LX5247
 LX5247                          SUPERSEDED SURVEY CONTROL
 LX5247
 LX5247  NAD 83(1992)-  41 22 20.22837(N)    072 06 03.32761(W) AD(       ) 4
 LX5247  NAD 83(1986)-  41 22 20.22948(N)    072 06 03.33168(W) AD(       ) 4
 LX5247  NAD 27      -  41 22 19.88800(N)    072 06 05.05700(W) AD(       ) 3
 LX5247
 LX5247.Superseded values are not recommended for survey control.
 LX5247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5247.See file dsdata.txt to determine how the superseded data were derived.
 LX5247
 LX5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4245384142(NAD 83)
 LX5247_MARKER: 86 = CUPOLA
 LX5247
 LX5247  HISTORY     - Date     Condition        Report By
 LX5247  HISTORY     - 1932     FIRST OBSERVED   CGS
 LX5247  HISTORY     - 1934     GOOD             CGS
 LX5247  HISTORY     - 1971     GOOD             NGS
 LX5247  HISTORY     - 1983     GOOD             USPSQD
 LX5247  HISTORY     - 1989     GOOD             USPSQD
 LX5247
 LX5247                          STATION DESCRIPTION
 LX5247
 LX5247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5247'THE COAST GUARD ACADEMY IS E OF THE INTERSECTION OF MOHEGAN
 LX5247'AVENUE AND THE STATE HIGHWAY 32.  THERE ARE THREE LARGE RED-BRICK
 LX5247'BUILDINGS FACING MOHEGAN AVENUE THAT ARE CONNECTED TOGETHER BY
 LX5247'ARCADES AND EACH BUILDING HAS A CUPOLA AT THE CENTER.  THE ONE
 LX5247'LOCATED IS IN THE CENTER OF THE CENTER BUILDING.  THE BASE OF THE
 LX5247'CUPOLA IS BRICK, THE TOP IS WOOD, HAS A CLOCK FACE ON EACH SIDE
 LX5247'AND A DOME SHAPED TOP.  THE STATION IS THE WEATHER VANE AT THE
 LX5247'APEX OF THE DOME.  HEIGHT ABOUT 60 FEET.
 LX5247
 LX5247                          STATION RECOVERY (1971)
 LX5247
 LX5247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX5247'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 LX5247'
 LX5247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5247'IN NEW LONDON.
 LX5247
 LX5247                          STATION RECOVERY (1983)
 LX5247
 LX5247'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX5247'COAST GUARD ACADEMY CUPOLA RECOVERED EXCELLENT RECOVERED AS
 LX5247'DESCRIBED.
 LX5247
 LX5247                          STATION RECOVERY (1989)
 LX5247
 LX5247'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4628 ***********************************************************************
 LX4628  DESIGNATION -  COATNEY
 LX4628  PID         -  LX4628
 LX4628  STATE/COUNTY-  CT/WINDHAM
 LX4628  USGS QUAD   -  EASTFORD (1983)
 LX4628
 LX4628                         *CURRENT SURVEY CONTROL
 LX4628  ___________________________________________________________________
 LX4628* NAD 83(1996)-  41 57 20.19439(N)    072 01 15.93395(W)     ADJUSTED  
 LX4628* NAVD 88     -       283.0    (meters)     928.     (feet)  VERTCON   
 LX4628  ___________________________________________________________________
 LX4628  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 LX4628  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX4628
 LX4628  HORZ ORDER  -  FIRST
 LX4628
 LX4628.The horizontal coordinates were established by classical geodetic methods
 LX4628.and adjusted by the National Geodetic Survey in August 1998..
 LX4628
 LX4628.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4628
 LX4628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4628
 LX4628.The geoid height was determined by GEOID03.
 LX4628
 LX4628;                    North         East     Units Scale Factor Converg.
 LX4628;SPC CT       -   277,297.166   365,232.984   MT  1.00001022   +0 28 59.9
 LX4628;SPC CT       -   909,765.79  1,198,268.55   sFT  1.00001022   +0 28 59.9
 LX4628;UTM  18      - 4,649,140.527   746,889.385   MT  1.00035011   +1 59 33.2
 LX4628;UTM  19      - 4,649,263.042   249,613.967   MT  1.00037151   -2 01 14.9
 LX4628
 LX4628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4628!SPC CT       -   0.99996021  x   1.00001022  =   0.99997043
 LX4628!UTM  18      -   0.99996021  x   1.00035011  =   1.00031031
 LX4628!UTM  19      -   0.99996021  x   1.00037151  =   1.00033171
 LX4628
 LX4628|---------------------------------------------------------------------|
 LX4628| PID    Reference Object                     Distance      Geod. Az  |
 LX4628|                                                           dddmmss.s |
 LX4628| CZ7199 COATNEY RM 1                         13.361 METERS 02945     |
 LX4628| LW3743 CHANDLER                            APPROX. 6.6 KM 0663209.0 |
 LX4628| LW3732 WOODSTOCK CONG CHURCH SPIRE         APPROX. 4.0 KM 1011638.7 |
 LX4628| CZ7200 COATNEY RM 2                         22.112 METERS 12613     |
 LX4628| CZ7201 COATNEY RM 3                         13.999 METERS 24625     |
 LX4628|---------------------------------------------------------------------|
 LX4628
 LX4628                          SUPERSEDED SURVEY CONTROL
 LX4628
 LX4628  NAD 83(1996)-  41 57 20.19417(N)    072 01 15.93387(W) AD(       ) 1
 LX4628  NAD 83(1992)-  41 57 20.19414(N)    072 01 15.93336(W) AD(       ) 1
 LX4628  NAD 83(1992)-  41 57 20.19426(N)    072 01 15.93355(W) AD(       ) 1
 LX4628  NAD 83(1986)-  41 57 20.19536(N)    072 01 15.93297(W) AD(       ) 1
 LX4628  NAD 27      -  41 57 19.84556(N)    072 01 17.66413(W) AD(       ) 1
 LX4628  NGVD 29 (07/19/86)  283.2    (m)          929.     (f) VERT ANG       
 LX4628
 LX4628.Superseded values are not recommended for survey control.
 LX4628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4628.See file dsdata.txt to determine how the superseded data were derived.
 LX4628
 LX4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4688949141(NAD 83)
 LX4628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4628+STABILITY: SURFACE MOTION
 LX4628
 LX4628  HISTORY     - Date     Condition        Report By
 LX4628  HISTORY     - 1936     MONUMENTED       CTGS
 LX4628  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LX4628  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4628  HISTORY     - 20030527 GOOD             INDIV
 LX4628
 LX4628                          STATION DESCRIPTION
 LX4628
 LX4628'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4628'ON COATNEY HILL, A BUSHY TOPPED, ROUNDED HILL, BY AIRLINE ABOUT
 LX4628'8.4 MILES NORTHWEST OF PUTNAM AND 4.8 MILES NORTHEAST OF EASTFORD,
 LX4628'ON THE PROPERTY OF CARL JOHNSON, ON THE SUMMIT OF THE HILL, AT THE
 LX4628'NORTHWEST SIDE OF A GRASSY PLOT ABOUT 50 FEET IN DIAMETER,
 LX4628'SURROUNDED BY BUSHES, 60 PACES NORTH OF A STONE FIRE PLACE, AND
 LX4628'8 PACES SOUTHWEST OF A TWIN 2-INCH PINE WITH TRIANGULAR BLAZE.
 LX4628'THE STATION MARK IS STAMPED COATNEY-1936, AND IS FLUSHED WITH THE
 LX4628'GROUND.
 LX4628'
 LX4628'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 44 AND STATE
 LX4628'HIGHWAY 91 IN THE CENTER OF PHOENIXVILLE, GO NORTH ON STATE
 LX4628'HIGHWAY 91 FOR 1.8 MILES TO CENTER OF EASTFORD.  PROCEED NORTH
 LX4628'ON STATE HIGHWAY 91 FOR 2.0 MILES TO Y, BEAR RIGHT ON STATE
 LX4628'HIGHWAY 91 AND GO 2.7 MILES TO WEST WOODSTOCK (LARGE YELLOW
 LX4628'HOUSE ON RIGHT), CONTINUE 1.75 MILES TO CROSS ROAD AT TOP OF
 LX4628'SLIGHT GRADE.  TURN LEFT (OFF MAIN ROAD) FOR 0.3 MILES (NORTH)
 LX4628'TO Y, BEAR RIGHT AND GO 0.05 MILE TO DRIVEWAY ON LEFT (DRIVE
 LX4628'TO CARL JOHNSONS HOUSE) AND END OF TRUCK TRAVEL.  PROCEED
 LX4628'NORTH-NORTHWEST UP HILL AND DIAGONALLY ACROSS HAY FIELD
 LX4628'(PASSING ABOUT 20 YARDS RIGHT OF A LONE APPLE TREE) ABOUT 220
 LX4628'YARDS TO END OF HAY FIELD AND BEGINNING OF BRUSH.  BEAR
 LX4628'RIGHT AND GO ABOUT 100 YARDS TO STATION ON SUMMIT.
 LX4628'
 LX4628'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4628'CONCRETE, NOTES 1A AND 11A.
 LX4628'
 LX4628'REFERENCE MARK NO. 1 IS 43.82 FEET NORTH-NORTHEAST OF THE
 LX4628'STATION, IS STAMPED COATNEY-1936-NO. 1, AND IS FLUSH WITH THE
 LX4628'GROUND.  REFERENCE MARK NO. 2 IS 72.62 FEET SOUTHEAST OF THE
 LX4628'STATION, IS STAMPED COATNEY-1936-NO. 2, AND IS FLUSH WITH THE
 LX4628'GROUND.  REFERENCE MARK NO. 3 IS 45.92 FEET SOUTHWEST OF THE
 LX4628'STATION, IS STAMPED COATNEY-1936-NO. 3, AND IS FLUSH WITH THE
 LX4628'GROUND.
 LX4628'
 LX4628'HEIGHT OF LIGHT ABOVE STATION MARK 8.2 METERS.
 LX4628
 LX4628                          STATION RECOVERY (1973)
 LX4628
 LX4628'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LX4628'COATNEY 1936 EXCELLENT
 LX4628'
 LX4628'COATNEY NO. 1 1936 EXCELLENT
 LX4628'
 LX4628'COATNEY NO. 2 1936 EXCELLENT
 LX4628'
 LX4628'COATNEY NO. 3 1936 EXCELLENT
 LX4628'
 LX4628'STATION IS 13.5 FEET SOUTH OF 6 IN IRONWOOD AND 12.2 FEET
 LX4628'NORTHEAST OF 15 IN OAK.
 LX4628
 LX4628                          STATION RECOVERY (1977)
 LX4628
 LX4628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4628'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LX4628'GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND
 LX4628'TO BE LARGER BY 2 MINUTES AND 36.2 SECONDS HIGHER THAN THE
 LX4628'1936 DATA AND THE DISTANCE WAS FOUND TO BE .005 OF A METER
 LX4628'SHORTER THAN THE 1936 DATA.  THE DIRECTION TO REFERENCE MARKS
 LX4628'2 AND 3
 LX4628'CHECKED THE 1936 DATA.  THE DISTANCE TO REFERENCE MARK 3
 LX4628'CHECKED THE 1936 DATA, BUT THE DISTANCE TO REFERENCE MARK 2
 LX4628'WAS 0.023 OF A METER SHORTER.  A MEASUREMENT WAS MADE BETWEEN
 LX4628'REFERENCE MARKS 1 AND 3 AT THIS TIME, BUT NO MEASUREMENT
 LX4628'COULD BE MADE BETWEEN REFERENCE MARKS 2 AND 3 DUE TO HEAVY
 LX4628'BRUSH.
 LX4628'
 LX4628'FOLLOWING IS A NEW DESCRIPTION.
 LX4628'
 LX4628'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF SOUTH
 LX4628'WOODSTOCK, 3 MILES SOUTHWEST OF NORTH WOODSTOCK, 1-1/4 MILES
 LX4628'EAST OF WEST WOODSTOCK AND IS ON PROPERTY OWNED BY
 LX4628'DR. CARL ODEN JOHNSON, COATNEY HILL, WEST WOODSTOCK, HOME PHONE
 LX4628'NUMBER 974-0462 AND OFFICE PHONE NUMBER 889-7361, EXT. 701 OR
 LX4628'702.
 LX4628'
 LX4628'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH WOODSTOCK,
 LX4628'GO NORTHWEST ON STATE HIGHWAY 171 AND 169 FOR 0.1 MILE TO WHERE
 LX4628'HIGHWAY 171 TURNS LEFT.  TURN LEFT AND GO WEST ON HIGHWAY 171
 LX4628'FOR 3.2 MILES TO A CROSS ROAD, A GRAVEL ROAD ON THE LEFT AND A
 LX4628'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON COATNEY
 LX4628'HILL ROAD FOR 0.4 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT
 LX4628'AND GO NORTHWEST UPHILL ON A FIELD ROAD FOR 0.05 MILE TO WHERE
 LX4628'THE ROAD TURNS LEFT THROUGH A BREAK IN THE TREES, BEAR LEFT,
 LX4628'THEN RIGHT FOLLOWING ALONG THE NORTH EDGE OF A SECOND FIELD
 LX4628'FOR 0.05 MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LX4628'NORTHWEST ON THE WOODS ROAD FOR 0.15 MILE TO THE TOP OF
 LX4628'THE HILL AND THE STATION.
 LX4628'
 LX4628'STATION MARK, STAMPED---COATNEY 1936---, IS A STANDARD DISK SET
 LX4628'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 LX4628'THE GROUND SURFACE.  IT IS 48 FEET NORTHWEST OF A TRIPLE TRUNK
 LX4628'TREE, 39.5 FEET WEST OF A TWIN-TRUNKED TREE, 13 FEET
 LX4628'EAST-NORTHEAST OF A 16-INCH OAK TREE AND 4.2 FEET SOUTH OF A
 LX4628'METAL WITNESS POST.  NO UNDERGROUND MARK WAS MENTIONED IN THE
 LX4628'1936 DATA.  A 30-INCH STEEL ROD WAS DRIVEN BY THE STATION MARK.
 LX4628'
 LX4628'REFERENCE MARK 1, STAMPED---COATNEY 1936 NO 1---, IS A STANDARD
 LX4628'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 LX4628'FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET NORTH OF THE
 LX4628'TRIPLE TRUNK TREE, 14 FEET NORTH-NORTHWEST OF A 14-INCH TREE
 LX4628'AND 2.0 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4628'
 LX4628'REFERENCE MARK 2, STAMPED---COATNEY 1936 NO 2---, IS A STANDARD
 LX4628'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 LX4628'FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET NORTHWEST OF A
 LX4628'TWIN-TRUNKED TREE, 28 FEET SOUTH OF THE TRIPLE TRUNK TREE AND
 LX4628'2.2 FEET NORTHWEST OF A METAL WITNESS POST.
 LX4628'
 LX4628'REFERENCE MARK 3, STAMPED---COATNEY 1936 NO 3---, IS A STANDARD
 LX4628'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS
 LX4628'FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET WEST OF A 16-INCH
 LX4628'OAK TREE, 12 FEET WEST-NORTHWEST OF AN 18-INCH TREE AND 1.8
 LX4628'FEET EAST OF A METAL WITNESS POST.
 LX4628'
 LX4628'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX4628'
 LX4628'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 26.2 METERS.
 LX4628'
 LX4628'DESCRIBED BY L.D. ACRES.
 LX4628
 LX4628                          STATION RECOVERY (2003)
 LX4628
 LX4628'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX4628'FOUND STATION AND RM'S 1, 2, AND 3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4422 ***********************************************************************
 LX4422  DESIGNATION -  COBBLE
 LX4422  PID         -  LX4422
 LX4422  STATE/COUNTY-  CT/LITCHFIELD
 LX4422  USGS QUAD   -  AMENIA (1984)
 LX4422
 LX4422                         *CURRENT SURVEY CONTROL
 LX4422  ___________________________________________________________________
 LX4422* NAD 83(1996)-  41 46 37.04899(N)    073 30 03.03131(W)     ADJUSTED  
 LX4422* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 LX4422  ___________________________________________________________________
 LX4422  LAPLACE CORR-          10.06  (seconds)                    DEFLEC99
 LX4422  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX4422
 LX4422  HORZ ORDER  -  THIRD
 LX4422
 LX4422.The horizontal coordinates were established by classical geodetic methods
 LX4422.and adjusted by the National Geodetic Survey in August 1998..
 LX4422
 LX4422.The orthometric height was scaled from a topographic map.
 LX4422
 LX4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4422
 LX4422.The geoid height was determined by GEOID03.
 LX4422
 LX4422;                    North         East     Units Scale Factor Converg.
 LX4422;SPC CT       -   257,470.534   242,377.290   MT  0.99999214   -0 29 52.3
 LX4422;SPC CT       -   844,717.91    795,199.49   sFT  0.99999214   -0 29 52.3
 LX4422;UTM  18      - 4,626,098.691   624,590.943   MT  0.99979102   +0 59 56.1
 LX4422
 LX4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4422!SPC CT       -   0.99995303  x   0.99999214  =   0.99994517
 LX4422!UTM  18      -   0.99995303  x   0.99979102  =   0.99974406
 LX4422
 LX4422:                Primary Azimuth Mark                     Grid Az
 LX4422:SPC CT       -  PLYMOUTH RESET                           268 27 48.5
 LX4422:UTM  18      -  PLYMOUTH RESET                           266 58 00.1
 LX4422
 LX4422|---------------------------------------------------------------------|
 LX4422| PID    Reference Object                     Distance      Geod. Az  |
 LX4422|                                                           dddmmss.s |
 LX4422| LX4423 PLYMOUTH RESET                      APPROX.10.0 KM 2675756.2 |
 LX4422|---------------------------------------------------------------------|
 LX4422
 LX4422                          SUPERSEDED SURVEY CONTROL
 LX4422
 LX4422  NAD 83(1996)-  41 46 37.04895(N)    073 30 03.03171(W) AD(       ) 3
 LX4422  NAD 83(1992)-  41 46 37.04940(N)    073 30 03.03173(W) AD(       ) 3
 LX4422  NAD 83(1992)-  41 46 37.05024(N)    073 30 03.03283(W) AD(       ) 3
 LX4422  NAD 83(1986)-  41 46 37.04970(N)    073 30 03.03150(W) AD(       ) 3
 LX4422  NAD 27      -  41 46 36.71000(N)    073 30 04.60000(W) AD(       ) 3
 LX4422
 LX4422.Superseded values are not recommended for survey control.
 LX4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4422.See file dsdata.txt to determine how the superseded data were derived.
 LX4422
 LX4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2459126099(NAD 83)
 LX4422
 LX4422  HISTORY     - Date     Condition        Report By
 LX4422  HISTORY     - UNK      MONUMENTED
 LX4422  HISTORY     - 1909     SEE DESCRIPTION  CGS
 LX4422
 LX4422                          STATION DESCRIPTION
 LX4422
 LX4422'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (HRB)
 LX4422'STATION IS ON THE SUMMIT OF COBBLE MOUNTAIN THE EXTREME
 LX4422'NORTHWESTERN PART OF THE TOWN OF KENT, CONN., A LITTLE OVER TWO
 LX4422'MILES SOUTHEAST OF THE VILLAGE OF SOUTH AMENIA, N.Y.  THE MOUNTAIN
 LX4422'IS WOODED AND IS VERY PROMINENT RISING ABOVE THE OTHER SUMMITS IN
 LX4422'THE VICINITY, AND SEEN FROM THE NORTH IT HAS A VERY PEAKED
 LX4422'APPEARANCE.  IT CAN BE REACHED FROM THE NORTHEAST BY FOLLOWING
 LX4422'AN OLD ROAD THAT LEAVES THE MAIN ROAD AT A POINT 125 FT. NORTH
 LX4422'OF THE BRIDGE OVER MACEDONIA BROOK, OPPOSITE THE WEST END OF A
 LX4422'CROSS ROAD.  THE OLD ROAD RUNS IN A GENERALLY WESTERN
 LX4422'DIRECTION 5000 FT.  TO A POINT WHERE IT IS WALLED IN ON EITHER
 LX4422'SIDE AT THE SOUTHEAST CORNER OF A PASTURE, LEAVE THE ROAD HERE
 LX4422'AND GO SOUTHEASTERLY UP THE MOUNTAIN THROUGH WOODS.  A FINE
 LX4422'VIEW COULD BE OBTAINED FROM THIS POINT BY CUTTING.
 LX4422'
 LX4422'THE STATION MARK IS AN ELIPTICAL SHAPED DRILL HOLE 1-1/2 X 2 INCHES
 LX4422'IN SECTION AND 4-1/2 INCHES DEEP, ON THE NORTHERN SLOPE OF AN
 LX4422'OUTCROP OF LEDGE SHOWING ABOUT 25 FT. OF EXPOSED SURFACE, NORTH
 LX4422'AND SOUTH, IT IS 1-1/2 FT. NORTH OF AN 1.7 FT. BELOW THE HIGHEST
 LX4422'PART OF THE OUTCROP AT THE POINT WHERE ITS TOP DROPS ABOUT
 LX4422'1-1/4 FT.
 LX4422'
 LX4422'THERE IS ANOTHER OUTCROP ABOUT 30 FT WEST, WHICH IS A FRACTION
 LX4422'OF A FOOT HIGHER AT ITS PEAK AND IS ABOUT 10 X 8 FT IN
 LX4422'SECTION.  THE STATION IS 72.10 FT. EAST OF TRIANGULATION STATION
 LX4422'COBBLE 2 AND THE BLUFF OUTCROP FORMING THE WESTERN FACE OF THE
 LX4422'SUMMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7344 ***********************************************************************
 LX7344  DESIGNATION -  COBBLE 2
 LX7344  PID         -  LX7344
 LX7344  STATE/COUNTY-  CT/LITCHFIELD
 LX7344  USGS QUAD   -  AMENIA (1984)
 LX7344
 LX7344                         *CURRENT SURVEY CONTROL
 LX7344  ___________________________________________________________________
 LX7344* NAD 83(1996)-  41 46 37.40248(N)    073 30 03.85765(W)     ADJUSTED  
 LX7344* NAVD 88     -       423.7    (meters)    1390.     (feet)  VERTCON   
 LX7344  ___________________________________________________________________
 LX7344  LAPLACE CORR-          10.07  (seconds)                    DEFLEC99
 LX7344  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX7344
 LX7344  HORZ ORDER  -  SECOND
 LX7344
 LX7344.The horizontal coordinates were established by classical geodetic methods
 LX7344.and adjusted by the National Geodetic Survey in August 1998..
 LX7344
 LX7344.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7344
 LX7344.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7344
 LX7344.The geoid height was determined by GEOID03.
 LX7344
 LX7344;                    North         East     Units Scale Factor Converg.
 LX7344;SPC CT       -   257,481.605   242,358.302   MT  0.99999214   -0 29 52.8
 LX7344;SPC CT       -   844,754.23    795,137.20   sFT  0.99999214   -0 29 52.8
 LX7344;SPC NY E     -   327,322.226   233,042.413   MT  0.99998483   +0 39 56.0
 LX7344;SPC NY E     - 1,073,889.67    764,573.32   sFT  0.99998483   +0 39 56.0
 LX7344;UTM  18      - 4,626,109.260   624,571.676   MT  0.99979096   +0 59 55.6
 LX7344
 LX7344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7344!SPC CT       -   0.99993830  x   0.99999214  =   0.99993044
 LX7344!SPC NY E     -   0.99993830  x   0.99998483  =   0.99992313
 LX7344!UTM  18      -   0.99993830  x   0.99979096  =   0.99972927
 LX7344
 LX7344|---------------------------------------------------------------------|
 LX7344| PID    Reference Object                     Distance      Geod. Az  |
 LX7344|                                                           dddmmss.s |
 LX7344| CR8715 COBBLE 2 RM 1                         6.325 METERS 18618     |
 LX7344| CR8716 COBBLE 2 RM 2                         3.777 METERS 27113     |
 LX7344| LX7345 COBBLE 2 AZ MK                      APPROX. 1.7 KM 3002238.2 |
 LX7344|---------------------------------------------------------------------|
 LX7344
 LX7344                          SUPERSEDED SURVEY CONTROL
 LX7344
 LX7344  NAD 83(1996)-  41 46 37.40240(N)    073 30 03.85807(W) AD(       ) 2
 LX7344  NAD 83(1992)-  41 46 37.40252(N)    073 30 03.85838(W) AD(       ) 2
 LX7344  NAD 83(1992)-  41 46 37.40373(N)    073 30 03.85932(W) AD(       ) 2
 LX7344  NAD 83(1986)-  41 46 37.40282(N)    073 30 03.85650(W) AD(       ) 2
 LX7344  NAD 83(1986)-  41 46 37.40298(N)    073 30 03.85612(W) AD(       ) 2
 LX7344  NGVD 29 (07/14/89)  423.9    (m)         1391.     (f) VERT ANG       
 LX7344
 LX7344.Superseded values are not recommended for survey control.
 LX7344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7344.See file dsdata.txt to determine how the superseded data were derived.
 LX7344
 LX7344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2457226109(NAD 83)
 LX7344_MARKER: DS = TRIANGULATION STATION DISK
 LX7344_SETTING: 66 = SET IN ROCK OUTCROP
 LX7344_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7344_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7344+STABILITY: POSITION/ELEVATION WELL
 LX7344
 LX7344  HISTORY     - Date     Condition        Report By
 LX7344  HISTORY     - 1984     MONUMENTED       NGS
 LX7344
 LX7344                          STATION DESCRIPTION
 LX7344
 LX7344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7344'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LX7344'NORTHWEST OF KENT, 1.6 KM (1.0 MI) SOUTH OF THE SHARON TOWN LINE,
 LX7344'0.4 KM (0.25 MI) EAST OF THE NEW YORK AND CONNECTICUT STATE LINE,
 LX7344'IN THE WEST BOUNDARY OF MACEDONIA BROOK STATE PARK AND ON COBBLE
 LX7344'MOUNTAIN.
 LX7344'OWNERSHIP--STATE DEPT OF ENVIRONMENTAL PROJECTION, ROUTE 4 PLYMOUTH
 LX7344'ROAD, HARWINTON CT 06791, PHONE 203-485-0226.
 LX7344'
 LX7344'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX7344'HIGHWAY 341 IN KENT, GO NORTHWEST ON HIGHWAY 341 FOR 3.0 KM TO
 LX7344'(1.85 MI) TO A PAVED ROAD RIGHT (MACEDONIA BROOK ROAD). TURN RIGHT
 LX7344'AND GO EAST FOR 1.3 KM (0.8 MI) TO A PAVED ROAD LEFT. BEAR LEFT ON
 LX7344'MACEDONIA BROOK ROAD 1.7 KM (1.05 MI) TO THE PARK OFFICE ON THE
 LX7344'LEFT. CONTINUE AHEAD FOR 2.3 KM (1.4 MI) TO A ROAD LEFT, JUST PAST
 LX7344'A BRIDGE AND ROAD RIGHT. TURN LEFT GOING WEST FOR 0.3 KM (0.2 MI)
 LX7344'CROSSROAD. CONTINUE AHEAD, UPGRADE FOR 0.2 KM (0.1 MI) TO A LARGE
 LX7344'OAK TREE ON LEFT WITH SIGN AND A TRAIL AND END OF TRUCK TRAVEL.
 LX7344'PACK SOUTH ON THE MARKED TRAIL FOR ABOUT 1 HOUR, PACK GOES UP STEEP
 LX7344'GRADE, THEN DROPS DOWN INTO A RAVINE, KEEP RIGHT AT FORK, THEN UP A
 LX7344'DANGEROUS CLIMB THRU ROCKS, HAND OVER HAND CLIMBING TO THE STATION.
 LX7344'NOTE, STATION IS NOT ON THE HIGHEST POINT OF HILL.
 LX7344'
 LX7344'THE STATION IS A STANDARD NGS DISK
 LX7344'STAMPED---COBBLE 2 1984---,
 LX7344'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX7344'10.4 METERS (34 FT) NORTH FROM THE SOUTH END OF THE ROCK OUTCROP,
 LX7344'8.2 METERS (27 FT) NORTHWEST FROM A MULTI-TRUNKED HICKORY TREE,
 LX7344'4.6 METERS (15 FT) SOUTH FROM THE NORTHERN DROP OFF OF THE ROCK
 LX7344'OUTCROP AND
 LX7344'2.3 METERS (7.5 FT) WEST FROM A SMALL CHERRY TREE IN THE BRUSH LINE.
 LX7344'
 LX7344'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7344'STAMPED---COBBLE 2 NO 1 1984---,
 LX7344'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX7344'11.0 METERS (36 FT) SOUTH FROM THE NORTHERN DROP OFF OF THE ROCK
 LX7344'OUTCROP,
 LX7344'7.0 METERS (23 FT) WEST-SOUTHWEST FROM A MULTI-TRUNKED HICKORY TREE,
 LX7344'6.7 METERS (22 FT) SOUTH FROM A SMALL CHERRY TREE IN THE BRUSH LINE
 LX7344'AND
 LX7344'4.0 METERS (13 FT) NORTH FROM THE SOUTH END OF THE ROCK OUTCROP.
 LX7344'MARK IS 0.2 METER BELOW THE STATION.
 LX7344'
 LX7344'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7344'STAMPED---COBBLE 2 NO 2 1984---,
 LX7344'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX7344'11.6 METERS (38 FT) WEST-NORTHWEST FROM A MULTI-TRUNKED HICKORY
 LX7344'TREE,
 LX7344'10.4 METERS (34 FT) NORTHWEST FROM THE SOUTH END OF THE ROCK
 LX7344'OUTCROP,
 LX7344'6.4 METERS (21 FT) SOUTHWEST FROM THE NORTHERN DROP OFF OF THE ROCK
 LX7344'OUTCROP AND
 LX7344'6.2 METERS (20.5 FT) WEST FROM A SMALL CHERRY TREE IN THE BRUSH
 LX7344'LINE.
 LX7344'MARK IS 1.0 METER BELOW THE STATION.
 LX7344'
 LX7344'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LX7344'STAMPED---COBBLE 2 1984---,
 LX7344'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7344'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7344'18.6 METERS (61 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 LX7344'GRAVEL DRIVE,
 LX7344'13.3 METERS (43.5 FT) WEST-NORTHWEST FROM AN UTILITY POLE NO NYSE-G
 LX7344'187,4,
 LX7344'4.6 METERS (15 FT) WEST FROM THE APPROXIMATE CENTER OF A PAVED ROAD
 LX7344'AND
 LX7344'1.1 METERS (3.5 FT) EAST FROM A WITNESS POST.
 LX7344'TO REACH THE AZIMUTH FROM THE JUNCTION U.S HIGHWAY 7 STATE HIGHWAY
 LX7344'341 IN KENT, CONNECTICUT,
 LX7344'GO NORTHWEST FOR 3.0 KM (1.85 MI) ON HIGHWAY 341 TO A PAVED ROAD
 LX7344'RIGHT (MACEDONIA BROOK ROAD). CONTINUE AHEAD ON HIGHWAY 341 FOR 0.2
 LX7344'KM (0.1 MI) TO THE NEW YORK STATE LINE. CONTINUE AHEAD ON HIGHWAY
 LX7344'FOR 3.8 KM (2.35 MI) TO THE MARK ON LEFT.
 LX7344'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7344'STAMPED---COBBLE 2 1984---,
 LX7344'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7344'
 LX7344'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 LX7344'
 LX7344'AN EDM TIE WAS MADE TO THE AZIMUTH MARK.
 LX7344'
 LX7344'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6019 ***********************************************************************
 LX6019  DESIGNATION -  COBURNS CHIMNEY
 LX6019  PID         -  LX6019
 LX6019  STATE/COUNTY-  CT/NEW LONDON
 LX6019  USGS QUAD   -  DEEP RIVER (1971)
 LX6019
 LX6019                         *CURRENT SURVEY CONTROL
 LX6019  ___________________________________________________________________
 LX6019* NAD 83(1996)-  41 23 20.24361(N)    072 22 43.64795(W)     ADJUSTED  
 LX6019* NAVD 88     -                                                        
 LX6019  ___________________________________________________________________
 LX6019  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX6019  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX6019
 LX6019  HORZ ORDER  -  THIRD
 LX6019
 LX6019.The horizontal coordinates were established by classical geodetic methods
 LX6019.and adjusted by the National Geodetic Survey in August 1998..
 LX6019
 LX6019
 LX6019.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6019
 LX6019.The geoid height was determined by GEOID03.
 LX6019
 LX6019;                    North         East     Units Scale Factor Converg.
 LX6019;SPC CT       -   214,173.183   335,847.497   MT  0.99998631   +0 14 46.1
 LX6019;SPC CT       -   702,666.52  1,101,859.66   sFT  0.99998631   +0 14 46.1
 LX6019;UTM  18      - 4,585,252.103   719,156.405   MT  1.00019112   +1 44 01.5
 LX6019
 LX6019                          SUPERSEDED SURVEY CONTROL
 LX6019
 LX6019  NAD 83(1992)-  41 23 20.24273(N)    072 22 43.64760(W) AD(       ) 4
 LX6019  NAD 83(1986)-  41 23 20.24437(N)    072 22 43.65090(W) AD(       ) 4
 LX6019  NAD 27      -  41 23 19.89200(N)    072 22 45.35900(W) AD(       ) 3
 LX6019
 LX6019.Superseded values are not recommended for survey control.
 LX6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6019.See file dsdata.txt to determine how the superseded data were derived.
 LX6019
 LX6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1915685252(NAD 83)
 LX6019
 LX6019  HISTORY     - Date     Condition        Report By
 LX6019  HISTORY     - 1935     MONUMENTED       CGS
 LX6019  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6019  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6019
 LX6019                          STATION DESCRIPTION
 LX6019
 LX6019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6019'THE SUMMER RESIDENCE OF R.B. COBURN IS AT THE END OF A PRIVATE
 LX6019'ROAD THAT TURNS S OFF THE MAIN ROAD AT THE JOSHUATOWN BRIDGE.  IT
 LX6019'IS 0.5 MILE FROM THE MAIN HIGHWAY.
 LX6019'
 LX6019'THE HOUSE IS 1 1/2-STORIES HIGH BUT THE BASEMENT IS OPEN ON
 LX6019'THE SIDE TOWARDS THE W AND MAKES IT SEEM HIGHER.  A DISTINGUISHING
 LX6019'FEATURE IS THE THREE-DECK PORCH ALONG THE W SIDE.
 LX6019'
 LX6019'THE HOUSE HAS A SINGLE, WIDE, RED-BRICK CHIMNEY AGAINST THE S
 LX6019'GABLE END.
 LX6019'
 LX6019'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6019
 LX6019                          STATION RECOVERY (1948)
 LX6019
 LX6019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6019'STATION RECOVERED.  DESCRIPTION ADEQUATE, WITH THE FOLLOWING
 LX6019'EXCEPTIONS--
 LX6019'
 LX6019'1.  PROPERTY IS NOW OWNED BY MR. TRUMAN P. HANDY.
 LX6019'
 LX6019'2.  A SECOND CHIMNEY HAS BEEN ADDED.  IT IS N OF THE STATION,
 LX6019'AT A GABLE IN THE APPROXIMATE CENTER OF THE HOUSE.
 LX6019'
 LX6019'3.  PORCH ALONG THE W SIDE IS NOW TWO-DECK.
 LX6019
 LX6019                          STATION RECOVERY (1961)
 LX6019
 LX6019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6019'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS RECOVERY
 LX6019'NOTE BY R.J.S. IN 1948 IS COMPLETE AND ADEQUATE WITH THE
 LX6019'FOLLOWING ADDITION.  THE PROPERTY NOW BELONGS TO G.T. GLEYSTEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6132 ***********************************************************************
 LX6132  DESIGNATION -  COCKAPONSET
 LX6132  PID         -  LX6132
 LX6132  STATE/COUNTY-  CT/MIDDLESEX
 LX6132  USGS QUAD   -  HADDAM (1971)
 LX6132
 LX6132                         *CURRENT SURVEY CONTROL
 LX6132  ___________________________________________________________________
 LX6132* NAD 83(1996)-  41 28 40.98771(N)    072 32 53.85153(W)     ADJUSTED  
 LX6132* NAVD 88     -       183.9    (meters)     603.     (feet)  VERTCON   
 LX6132  ___________________________________________________________________
 LX6132  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 LX6132  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX6132
 LX6132  HORZ ORDER  -  FIRST
 LX6132
 LX6132.The horizontal coordinates were established by classical geodetic methods
 LX6132.and adjusted by the National Geodetic Survey in August 1998..
 LX6132
 LX6132.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6132
 LX6132.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6132
 LX6132.The geoid height was determined by GEOID03.
 LX6132
 LX6132;                    North         East     Units Scale Factor Converg.
 LX6132;SPC CT       -   224,021.169   321,647.841   MT  0.99998361   +0 08 01.5
 LX6132;SPC CT       -   734,976.12  1,055,272.96   sFT  0.99998361   +0 08 01.5
 LX6132;UTM  18      - 4,594,729.336   704,703.184   MT  1.00011571   +1 37 27.9
 LX6132
 LX6132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6132!SPC CT       -   0.99997583  x   0.99998361  =   0.99995944
 LX6132!UTM  18      -   0.99997583  x   1.00011571  =   1.00009154
 LX6132
 LX6132|---------------------------------------------------------------------|
 LX6132| PID    Reference Object                     Distance      Geod. Az  |
 LX6132|                                                           dddmmss.s |
 LX6132| CZ7204 COCKAPONSET RM 3                                   00746     |
 LX6132| LX6896 CAVANAUGHS BARN GABLE               APPROX. 6.4 KM 0112848.3 |
 LX6132| LX6860 NYMANS GABLE                        APPROX. 4.1 KM 0292813.2 |
 LX6132| LX6863 TJ SELDENS GABLE                    APPROX. 4.5 KM 0355016.3 |
 LX6132| LX4895 BANNER LODGE GABLE                  APPROX. 8.2 KM 0593935.9 |
 LX6132| LX6106 BRAINERDS CHIMNEY                   APPROX. 4.3 KM 0620122.3 |
 LX6132| LX6115 ELLIS BARN CUPOLA                   APPROX. 3.6 KM 0682354.0 |
 LX6132| LX6119 ELLIS CHIMNEY                       APPROX. 3.5 KM 0684129.6 |
 LX6132| LX6042 ELIAS GABLE                         APPROX. 6.6 KM 0880208.6 |
 LX6132| LX6118 GOGGINS GABLE                       APPROX. 3.3 KM 0970716.8 |
 LX6132| LX6122 HADDAM CAMP FILLEY FLAGPOLE         APPROX. 3.6 KM 1260848.3 |
 LX6132| LX6130 KNOWLES HOMESTEAD CHIMNEY           APPROX. 1.6 KM 1793317.0 |
 LX6132| LX6151 HIDDEN                              APPROX. 6.3 KM 1910547.0 |
 LX6132| CZ7202 COCKAPONSET RM 1                     26.235 METERS 19354     |
 LX6132| LX6169 KILLINGWORTH ATT MICROWAVE          APPROX. 7.2 KM 2201853.2 |
 LX6132| LX6171 HADDAM ATT MICROWAVE                APPROX. 6.2 KM 2890043.0 |
 LX6132| CZ7203 COCKAPONSET RM 2                     18.819 METERS 29105     |
 LX6132| LX6111 SCOVILS STACK                       APPROX. 2.4 KM 3120207.0 |
 LX6132| LX6112 WATROUS BARN GABLE                  APPROX. 3.0 KM 3124719.0 |
 LX6132| LX6831 THAYERS BARN CUPOLA                 APPROX. 3.6 KM 3180457.0 |
 LX6132| LX6901 BEAR HILL                           APPROX. 6.1 KM 3233218.5 |
 LX6132| LX6114 HIGGANUM METHODIST CHURCH           APPROX. 2.6 KM 3310109.6 |
 LX6132| LX6853 OAKBROOK FARM BARN GABLE            APPROX. 4.4 KM 3421732.5 |
 LX6132|---------------------------------------------------------------------|
 LX6132
 LX6132                          SUPERSEDED SURVEY CONTROL
 LX6132
 LX6132  NAD 83(1992)-  41 28 40.98696(N)    072 32 53.85140(W) AD(       ) 1
 LX6132  NAD 83(1986)-  41 28 40.98887(N)    072 32 53.85384(W) AD(       ) 1
 LX6132  NAD 27      -  41 28 40.63164(N)    072 32 55.53004(W) AD(       ) 1
 LX6132  NGVD 29 (07/19/86)  184.2    (m)          604.     (f) VERT ANG       
 LX6132
 LX6132.Superseded values are not recommended for survey control.
 LX6132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6132.See file dsdata.txt to determine how the superseded data were derived.
 LX6132
 LX6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0470394729(NAD 83)
 LX6132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6132_SETTING: 80 = SET IN A BOULDER
 LX6132_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6132+STABILITY: SURFACE MOTION
 LX6132
 LX6132  HISTORY     - Date     Condition        Report By
 LX6132  HISTORY     - 1934     MONUMENTED       CGS
 LX6132  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6132
 LX6132                          STATION DESCRIPTION
 LX6132
 LX6132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6132'THIS STATION IS ON THE HIGHEST PART OF THE HILL COMMANDING THE N
 LX6132'END OF THE COCKAPONSET FOREST.  THE HILL IS KNOWN LOCALLY AS
 LX6132'POLLY LEDGES.  IT IS THE PROPERTY OF THE STATE OF CONNECTICUT.
 LX6132'
 LX6132'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6132'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NOS. 1, 2, AND
 LX6132'3 ARE STANDARD BRONZE DISKS SET IN A BOULDER AS DESCRIBED IN
 LX6132'NOTES 12C.
 LX6132'
 LX6132'REACHED FROM THE VILLAGE OF HADDAM AS FOLLOWS--BEAR LEFT OFF ROUTE
 LX6132'9, 0.3 MILE ABOVE THE MIDDLESEX COUNTY JAIL.  GO 1.2 MILES BEAR
 LX6132'LEFT, GO 0.2 MILE TURN LEFT, GO 0.9 MILE TO A FORK IN THE
 LX6132'PATH.  KEEP STRAIGHT AHEAD ON THE MIDDLE ONE OF THE THREE
 LX6132'ROADS.  THIS LEADS ALONG THE EASTERLY SIDE OF POLLY LEDGES ABOUT
 LX6132'400 YARDS FROM THE FORK WITH A POND HOLE AT THE LEFT AND THE
 LX6132'HIGHEST PART OF THE LEDGE ON THE RIGHT, TURN WESTWARD STRAIGHT
 LX6132'UP TO THE TOP OF THE HILL.  THIS EASTERLY SIDE IS QUITE STEEP AND A
 LX6132'BETTER APPROACH CAN BE MADE FROM THE NE.
 LX6132'
 LX6132'THE HILLTOP IS MARKED BY A NUMBER OF BOULDERS PROJECTING FROM
 LX6132'TWO TO THREE FEET OUT OF THE GROUND.  THE STATION IS IN SUCH A
 LX6132'BOULDER MEASURING 5 BY 6 FEET AND 3 FEET HIGH.
 LX6132'
 LX6132'THE BOULDER IS SLIGHTLY POINTED AND THE STATION IS AT THE
 LX6132'HIGHEST POINT.  THE STATE PROPOSES TO DEVELOP THIS AREA AS A
 LX6132'PINE PLANTATION.
 LX6132'
 LX6132'REFERENCE MARK NO. 1 IS IN A SIMILAR BOULDER, MORE ROUNDING
 LX6132'AS THE TOP.  IT MEASURES 6 FEET E AND W BY 4.5 FEET N AND S.  IT
 LX6132'IS 2 FEET HIGH.  IT BEARS S 25 DEG W (MAGNETIC).
 LX6132'
 LX6132'REFERENCE MARK NO. 2 IS IN A BLACK BOULDER THAT SHOWS A PRONOUNCED
 LX6132'N AND S RIDGE ALONG THE TOP.  THE MARK IS AT THE S END OF THE
 LX6132'RIDGE.  BOULDER MEASURES 3.5 BY 3.5 FEET AND IS 2.5 FEET
 LX6132'HIGH.  REFERENCE MARK BEARS N 55 DEG W (MAGNETIC).
 LX6132'
 LX6132'REFERENCE MARK NO. 3 IS IN A ROUND BOULDER RESTING ON A FLAT
 LX6132'LEDGE ON THE NE SLOPE OF THE HILL.  BOULDER MEASURES 4 BY 4 FEET
 LX6132'BY 3 FEET HIGH.  IT BEARS N 20 DEG E (MAGNETIC).
 LX6132'
 LX6132'HEIGHT OF SIGNAL ABOVE STATION MARK - 15 METERS.
 LX6132
 LX6132                          STATION RECOVERY (1976)
 LX6132
 LX6132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6132'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 LX6132'FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS BLOCKED BY TREES
 LX6132'AND NO DISTANCE OR DIRECTION COULD BE MADE TO IT.  THE ANGLE
 LX6132'BETWEEN REFERENCE MARK 1 AND 2 WAS MORE BY 01 DEGREE 01 MINUTE
 LX6132'48 SECONDS AND THE DIRECTION TO REFERENCE MARK 2 WAS MORE BY
 LX6132'01 DEGREE 01 MINUTE 51 SECONDS, BUT THE DIRECTION TO REFERENCE
 LX6132'MARK 1 CHECKED THE 1934 DATA.  THE DISTANCE TO REFERENCE MARK 1
 LX6132'WAS LESS BY 0.015 METER AND THE DISTANCE TO REFERENCE MARK 2
 LX6132'WAS MORE BY 0.009 METER.  NO MEASUREMENT BETWEEN REFERENCE
 LX6132'MARKS DUE TO TREES ON LINE.  FOLLOWING IS A NEW AND COMPLETE
 LX6132'DESCRIPTION.
 LX6132'
 LX6132'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF HADDAM,
 LX6132'1-1/2
 LX6132'MILES SOUTHEAST OF HIGGANUM, 1/2 MILE NORTHEAST OF THE JUNCTION
 LX6132'OF STATE HIGHWAYS 9 AND 81.  IT IS IN THE NORTHWEST CORNER OF
 LX6132'THE COCKAPONSET STATE FOREST AND IS ON PROPERTY OWNED BY THE
 LX6132'STATE OF CONNECTICUT, ATTENTION MR. JOHN SPENCER, REGIONAL
 LX6132'DIRECTOR, PHONE NUMBER 295-9523, RURAL ROUTE NUMBER 2, BOX
 LX6132'150A, EAST HAMPTON, CONNECTICUT 06424.
 LX6132'
 LX6132'TO REACH THE STATION FROM THE POST OFFICE IN HIGGANUM, GO
 LX6132'SOUTHERLY ON STATE HIGHWAY 81 FOR 1 MILE TO A FORK, MORRIS
 LX6132'HUBBARD ROAD.  TAKE THE LEFT FORK AND GO SOUTHERLY ON MORRIS
 LX6132'HUBBARD ROAD FOR 0.7 MILE TO A POWER LINE AND A TRACK ROAD ON
 LX6132'THE LEFT.  TURN LEFT AND GO EASTERLY ON THE POWER LINE ROAD FOR
 LX6132'0.15 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE
 LX6132'TRACK ROAD FOR 0.05 MILE TO THE EDGE OF THE WOODS.  CONTINUE
 LX6132'NORTHEASTERLY ON A WOODS FOAD FOR 1.1 MILES TO THE TOP OF THE
 LX6132'HILL AND THE STATION.  A FOUR-WHEEL DRIVE IS NEEDED FOR THE
 LX6132'LAST MILE TO THE STATION.
 LX6132'
 LX6132'STATION MARK, STAMPED---COCKAPONSET 1934---, IS A STANDARD DISK
 LX6132'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT IS 6 FEET IN
 LX6132'DIAMETER AND PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.
 LX6132'IT IS 32 FEET SOUTHEAST OF A TRIPLE TRUNK TREE, 28.5 FEET EAST
 LX6132'OF A TREE WITH A WITNESS SIGN ATTACHED AND 26 FEET NORTHEAST OF
 LX6132'A TWIN TRUNK TREE.
 LX6132'
 LX6132'REFERENCE MARK 1, STAMPED---COCKAPONSET NO 1 1934---, IS A
 LX6132'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 LX6132'IS ABOUT 6 FEET IN DIAMETER AND PROJECTS ABOUT 3 FEET ABOVE THE
 LX6132'GROUND SURFACE.  IT IS 21.5 FEET NORTH OF A TWIN TRUNK PINE
 LX6132'TREE AND 17.7 FEET SOUTHEAST OF A TWIN TRUNK TREE.
 LX6132'
 LX6132'REFERENCE MARK 2, STAMPED---COCKAPONSET NO 2 1934---, IS A
 LX6132'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 LX6132'IS ABOUT 3 FEET IN DIAMETER AND PROJECTS ABOUT 3 FEET ABOVE THE
 LX6132'GROUND SURFACE.  IT IS 34.5 FEET NORTHWEST OF A TREE WITH A
 LX6132'WITNESS SIGN ATTACHED AND 32.5 FEET WEST OF A TRIPLE TRUNK TREE
 LX6132'
 LX6132'REFERENCE MARK 3, STAMPED---COCKAPONSET NO 3 1934---, IS A
 LX6132'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 LX6132'IS ABOUT 3 FEET BY 4 FEET AND PROJECTS ABOUT 3-1/2 FEET ABOVE
 LX6132'THE GROUND SURFACE.  IT IS 45 FEET WEST OF A TWIN TRUNK TREE,
 LX6132'22 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 LX6132'AND 5.5 FEET NORTHWEST OF A TRIPLE TRUNK TREE.  REFERENCE MARK
 LX6132'3 IS REACHED FROM THE STATION BY GOING NORTHEASTERLY ALONG THE
 LX6132'TRACK ROAD FOR ABOUT 0.1 MILE TO THE MARK ON THE RIGHT IN A
 LX6132'BOULDER AS DESCRIBED.
 LX6132'
 LX6132'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 LX6132'
 LX6132'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.1 METERS.
 LX6132'
 LX6132'DESCRIBED BY L. D. ACRES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6137 ***********************************************************************
 LX6137  DESIGNATION -  COCKAPONSET ST FOR RANGER HSE
 LX6137  PID         -  LX6137
 LX6137  STATE/COUNTY-  CT/MIDDLESEX
 LX6137  USGS QUAD   -  HADDAM (1971)
 LX6137
 LX6137                         *CURRENT SURVEY CONTROL
 LX6137  ___________________________________________________________________
 LX6137* NAD 83(1996)-  41 27 40.74884(N)    072 31 11.64874(W)     ADJUSTED  
 LX6137* NAVD 88     -                                                        
 LX6137  ___________________________________________________________________
 LX6137  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 LX6137  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6137
 LX6137  HORZ ORDER  -  THIRD
 LX6137
 LX6137.The horizontal coordinates were established by classical geodetic methods
 LX6137.and adjusted by the National Geodetic Survey in August 1998..
 LX6137
 LX6137
 LX6137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6137
 LX6137.The geoid height was determined by GEOID03.
 LX6137
 LX6137;                    North         East     Units Scale Factor Converg.
 LX6137;SPC CT       -   222,168.711   324,023.971   MT  0.99998393   +0 09 09.2
 LX6137;SPC CT       -   728,898.51  1,063,068.64   sFT  0.99998393   +0 09 09.2
 LX6137;UTM  18      - 4,592,939.060   707,127.026   MT  1.00012800   +1 38 33.7
 LX6137
 LX6137                          SUPERSEDED SURVEY CONTROL
 LX6137
 LX6137  NAD 83(1992)-  41 27 40.74807(N)    072 31 11.64858(W) AD(       ) 4
 LX6137  NAD 83(1986)-  41 27 40.74991(N)    072 31 11.65103(W) AD(       ) 4
 LX6137  NAD 27      -  41 27 40.39000(N)    072 31 13.35000(W) AD(       ) 3
 LX6137
 LX6137.Superseded values are not recommended for survey control.
 LX6137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6137.See file dsdata.txt to determine how the superseded data were derived.
 LX6137
 LX6137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0712792939(NAD 83)
 LX6137
 LX6137  HISTORY     - Date     Condition        Report By
 LX6137  HISTORY     - 1934     MONUMENTED       CGS
 LX6137  HISTORY     - 19970531 GOOD             USPSQD
 LX6137
 LX6137                          STATION DESCRIPTION
 LX6137
 LX6137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6137'THIS STATION IS ON THE RESIDENCE OF JOHN JACOBSON, THE RESIDENT
 LX6137'RANGER OF THE COCKAPONSET STATE FOREST, LOCATED ABOUT 1-1/4 MILES
 LX6137'S OF THE VILLAGE OF HADDAM.  THE HOUSE IS A LARGE TWO-STORY FRAME
 LX6137'STRUCTURE PAINTED WHITE.  A SMALL ONE-STORY WING ATTACHED TO THE
 LX6137'W SIDE.  GABLES FACE N AND S.  A SINGLE SQUARE BRICK CHIMNEY IS
 LX6137'IN THE MIDDLE OF MAIN ROOF.
 LX6137'
 LX6137'CENTER IS APEX OF N GABLE.
 LX6137
 LX6137                          STATION RECOVERY (1997)
 LX6137
 LX6137'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3774 ***********************************************************************
 LX3774  DESIGNATION -  COCKENOES ISLAND 2 RESET
 LX3774  PID         -  LX3774
 LX3774  STATE/COUNTY-  CT/FAIRFIELD
 LX3774  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3774
 LX3774                         *CURRENT SURVEY CONTROL
 LX3774  ___________________________________________________________________
 LX3774* NAD 83(1996)-  41 05 01.32691(N)    073 21 19.60962(W)     ADJUSTED  
 LX3774* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LX3774  ___________________________________________________________________
 LX3774  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LX3774  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX3774
 LX3774  HORZ ORDER  -  THIRD
 LX3774
 LX3774.The horizontal coordinates were established by classical geodetic methods
 LX3774.and adjusted by the National Geodetic Survey in August 1998..
 LX3774
 LX3774.The orthometric height was scaled from a topographic map.
 LX3774
 LX3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3774
 LX3774.The geoid height was determined by GEOID03.
 LX3774
 LX3774;                    North         East     Units Scale Factor Converg.
 LX3774;SPC CT       -   180,383.690   253,925.415   MT  1.00001378   -0 24 05.2
 LX3774;SPC CT       -   591,808.82    833,086.97   sFT  1.00001378   -0 24 05.2
 LX3774;SPC NY L     -   102,034.317   354,160.598   MT  1.00000319   +0 25 17.7
 LX3774;SPC NY L     -   334,757.59  1,161,941.90   sFT  1.00000319   +0 25 17.7
 LX3774;UTM  18      - 4,549,351.826   638,136.921   MT  0.99983485   +1 04 51.3
 LX3774
 LX3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3774!SPC CT       -   1.00000320  x   1.00001378  =   1.00001698
 LX3774!SPC NY L     -   1.00000320  x   1.00000319  =   1.00000639
 LX3774!UTM  18      -   1.00000320  x   0.99983485  =   0.99983805
 LX3774
 LX3774|---------------------------------------------------------------------|
 LX3774| PID    Reference Object                     Distance      Geod. Az  |
 LX3774|                                                           dddmmss.s |
 LX3774| CB3852 COCKENOSE ISLAND 2 RM 2              11.368 METERS 00553     |
 LX3774| LX3773 WINDMILL TANK                       APPROX. 5.3 KM 0310036.5 |
 LX3774| LX3794 COPPS ISLAND 2                      APPROX. 3.8 KM 2245235.4 |
 LX3774| LX3796 S NORWALK HUNGARIAN CATH CH         APPROX. 6.2 KM 2792341.5 |
 LX3774| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 2.3 KM 2860017.1 |
 LX3774| CB3851 COCKENOSE ISLAND 2 RM 1               8.286 METERS 28635     |
 LX3774| LX3795 NORWALK GOLDEN HILL TANK            APPROX. 6.4 KM 2880118.0 |
 LX3774| LX3803 WEST NORWALK TANK                   APPROX. 9.6 KM 2955229.8 |
 LX3774| LX3799 E NORWALK HODSHENS BERG TANK        APPROX. 4.7 KM 2963012.5 |
 LX3774| LX3778 SAUGATUCK RR BRDGE S TRANSM TR      APPROX. 4.1 KM 3460155.0 |
 LX3774|---------------------------------------------------------------------|
 LX3774
 LX3774                          SUPERSEDED SURVEY CONTROL
 LX3774
 LX3774  NAD 83(1992)-  41 05 01.32654(N)    073 21 19.60824(W) AD(       ) 3
 LX3774  NAD 83(1986)-  41 05 01.32797(N)    073 21 19.61160(W) AD(       ) 3
 LX3774  NAD 27      -  41 05 00.98400(N)    073 21 21.18700(W) AD(       ) 3
 LX3774
 LX3774.Superseded values are not recommended for survey control.
 LX3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3774.See file dsdata.txt to determine how the superseded data were derived.
 LX3774
 LX3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3813749352(NAD 83)
 LX3774
 LX3774  HISTORY     - Date     Condition        Report By
 LX3774  HISTORY     - 1933     MONUMENTED       CGS
 LX3774  HISTORY     - 1914     SEE DESCRIPTION  CGS
 LX3774  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3774  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3774  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3774
 LX3774                          STATION DESCRIPTION
 LX3774
 LX3774'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 LX3774'STATION IS ABOUT 25 FEET TO NORTHWESTWARD OF THE ORIGINAL
 LX3774'STATION OF THIS NAME.  STATION IS NEARLY ON SUMMIT OF A KNOLL AT
 LX3774'SOUTHEASTWARD END OF THE ISLAND AND THE HIGHEST LAND ON IT.  SE
 LX3774'PART OF KNOLL SHOWS AN ABRUPT FACE AS IT HAS BEEN WORN AWAY BY
 LX3774'THE SEA.  CENTER MARKED BY A GRANITE BLOCK 9 BY 9 INCHES ON TOP
 LX3774'AND 6 INCHES DEEP.  TOP IS DRESSED SQUARE AND CHANNELED, WITH
 LX3774'DRILL HOLE AT INTERSECTION OF CHANNELS.  UPPER SURFACE OF STONE
 LX3774'IS 2 FEET BELOW SURFACE OF GROUND.  ABOVE THE STONE IS A 4-BY
 LX3774'4-INCH SPRUCE STAKE, TOP JUST ABOVE SURFACE.  COPPER TACK IN
 LX3774'STAKE MARKS CENTER.  REFERENCE MARKS ARE AS FOLLOWS--ROCK,
 LX3774'BROWN, ABOUT 8 FEET IN DIAMETER AND 4 TO 5 FEET HIGH, WAS MARKED
 LX3774'ON ITS EASTERN SIDE WITH CROSS SOME 3 INCHES IN DIAMETER AND
 LX3774'2.2 FEET ABOVE GROUND.  STATION IS 24.4 FEET, E 20 DEG
 LX3774'S FROM CROSS.  A LOW ROCK NEARLY EVEN WITH SURFACE OF GROUND AND
 LX3774'ABOUT 2 FEET IN DIAMETER HAS A CROSS SIMILAR TO THE ONE DESCRIBED
 LX3774'ABOVE DRILLED IN ITS SUMMIT NEAR ITS NE SIDE.  STATION IS 31.45
 LX3774'FEET, N 34 DEG E BY COMPASS FROM CROSS.  A SIMILAR ROCK IS ABOUT 2
 LX3774'FEET DISTANT TO EASTWARD AND ANOTHER NORTHWESTWARD FROM THIS
 LX3774'ROCK.  FOUR BOTTLES WERE BURIED, 18 INCHES DEEP, N, E, S, AND W
 LX3774'(BY COMPASS) FROM THE STATION, WITH MOUTHS EACH 6 FEET THEREFROM.
 LX3774'LINES CONNECTING ALTERNATE BOTTLES INTERSECT AT THE STATION.  N
 LX3774'AND S BOTTLES ARE OF EARTHENWARE AND ABOUT 7 INCHES LONG.  E AND
 LX3774'W BOTTLES ARE GLASS BEER BOTTLES WITH LEGEND BLOWN IN
 LX3774'GLASS--THIS BOTTLE NOT TO BE SOLD.  THESE HAVE PATENT
 LX3774'STOPPERS.  FOUR STAKES OF 3-BY 4-INCH SPRUCE SCANTLING WERE SET
 LX3774'NE, SE, SW, AND NW (BY COMPASS) FROM STATION, COPPER TACKS IN
 LX3774'TOPS BEING 6 FEET THEREFROM.  LINES CONNECTING ALTERNATE TACKS
 LX3774'INTERSECT AT STATION.  IN 1908 THE STATION WAS RECOVERED.  THE
 LX3774'SUB-SURFACE MARK, 2 WITNESS ROCKS, AND 4 BOTTLES WERE ALL FOUND AS
 LX3774'DESCRIBED, IN GOOD CONDITION.  THE SURFACE MARK HAD BEEN REMOVED
 LX3774'TO MAKE ROOM FOR CENTER POLE OF LARGE 4-LEGGED SIGNAL OF THE
 LX3774'CONNECTICUT SHELL FISH COMMISSION WHICH WAS STANDING OVER THE
 LX3774'STATION.  NONE OF THE SPRUCE STAKES REMAIN.  IN 1914 THE
 LX3774'STATION WAS RECOVERED AS DESCRIBED IN 1908.
 LX3774
 LX3774                          STATION RECOVERY (1932)
 LX3774
 LX3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3774'STATION WAS RECOVERED AS DESCRIBED WITH EXCEPTION OF SURFACE
 LX3774'REFERENCES.  NO ROCKS WITH CROSSES WERE LOCATED NOR WAS THERE A
 LX3774'SURFACE MARK FOR THE STATION.  THE CONNECTICUT SHELL FISH
 LX3774'COMMISSION STRUCTURE IS NOT EXACTLY OVER THE UNDERGROUND MARK
 LX3774'BUT THE CENTER POLE IS ABOUT 8 INCHES WESTERLY OF THE PROPER
 LX3774'PLACE.  THE SURFACE REFERENCE MARKS HAVE BEEN DISPLACED OR
 LX3774'DESTROYED, IN ALL PROBABILITY BY THE CRUMBLING AWAY OF THE
 LX3774'BLUFF LINE.
 LX3774'
 LX3774'TWO NEW REFERENCE MARKS SET--REFERENCE MARK NO. 1 IS STANDARD DISK
 LX3774'SET IN GRANITE ROCK 8 INCHES IN DIAMETER, 4 FEET ABOVE GROUND,
 LX3774'DISTANT 8.285 METERS, AZIMUTH 106 DEG 35.1 MIN.  REFERENCE MARK
 LX3774'NO. 2 IS STANDARD DISK SET IN GRANITE ROCK 1 FOOT DIAMETER, 8
 LX3774'INCHES ABOVE GROUND, DISTANT 11.360 METERS, AZIMUTH 185 DEG 53.0
 LX3774'MIN.
 LX3774
 LX3774                          STATION RECOVERY (1933)
 LX3774
 LX3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3774'THE SUB-SURFACE AND REFERENCE MARKS NOS. 1 AND 2 WERE FOUND AS
 LX3774'DESCRIBED AND IN EXCELLENT CONDITION.  A SURFACE MARK (ITEM 1A) WAS
 LX3774'INSTALLED DIRECTLY ABOVE THE SUB-SURFACE MARK AND STENCILED
 LX3774'COCKENOES ID. 1933.
 LX3774
 LX3774                          STATION RECOVERY (1959)
 LX3774
 LX3774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3774'FOUND STATION STAMPED COCKENOE ID 1933 IN EXCELLENT
 LX3774'CONDITION.  CENTER OF CONN. SHELL FISH COMM. TALL VERTICAL WHITE
 LX3774'WOODEN POLE, 8 INCHES IN DIAMETER IS 12 INCHES W OF CENTER OF
 LX3774'STATION SURFACE MARK.  THIS EVIDENTLY REPLACE THE 1914 LARGE
 LX3774'4-LEGGED SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1858 ***********************************************************************
 MZ1858  DESIGNATION -  COE
 MZ1858  PID         -  MZ1858
 MZ1858  STATE/COUNTY-  CT/HARTFORD
 MZ1858  USGS QUAD   -  WEST GRANVILLE (1971)
 MZ1858
 MZ1858                         *CURRENT SURVEY CONTROL
 MZ1858  ___________________________________________________________________
 MZ1858* NAD 83(1996)-  42 02 03.44129(N)    072 58 14.02183(W)     ADJUSTED  
 MZ1858* NAVD 88     -       415.1    (meters)    1362.     (feet)  VERTCON   
 MZ1858  ___________________________________________________________________
 MZ1858  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 MZ1858  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 MZ1858
 MZ1858  HORZ ORDER  -  FIRST
 MZ1858
 MZ1858.The horizontal coordinates were established by classical geodetic methods
 MZ1858.and adjusted by the National Geodetic Survey in August 1998..
 MZ1858
 MZ1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1858
 MZ1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1858
 MZ1858.The geoid height was determined by GEOID03.
 MZ1858
 MZ1858;                    North         East     Units Scale Factor Converg.
 MZ1858;SPC CT       -   285,804.931   286,536.356   MT  1.00002128   -0 08 46.5
 MZ1858;SPC CT       -   937,678.34    940,078.03   sFT  1.00002128   -0 08 46.5
 MZ1858;SPC MA M     -   865,927.453    78,238.119   MT  0.99996874   -0 59 16.1
 MZ1858;SPC MA M     - 2,840,963.65    256,686.23   sFT  0.99996874   -0 59 16.1
 MZ1858;UTM  18      - 4,655,575.811   667,986.693   MT  0.99994724   +1 21 33.0
 MZ1858
 MZ1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1858!SPC CT       -   0.99993940  x   1.00002128  =   0.99996068
 MZ1858!SPC MA M     -   0.99993940  x   0.99996874  =   0.99990814
 MZ1858!UTM  18      -   0.99993940  x   0.99994724  =   0.99988664
 MZ1858
 MZ1858|---------------------------------------------------------------------|
 MZ1858| PID    Reference Object                     Distance      Geod. Az  |
 MZ1858|                                                           dddmmss.s |
 MZ1858| DA3261 COE RM 1                             30.322 METERS 02024     |
 MZ1858| MZ1839 LIBERTY HILL                        APPROX. 5.3 KM 0402359.8 |
 MZ1858| DA3262 COE RM 2                             27.249 METERS 30828     |
 MZ1858|---------------------------------------------------------------------|
 MZ1858
 MZ1858                          SUPERSEDED SURVEY CONTROL
 MZ1858
 MZ1858  NAD 83(1996)-  42 02 03.44128(N)    072 58 14.02184(W) AD(       ) 1
 MZ1858  NAD 83(1992)-  42 02 03.44229(N)    072 58 14.02255(W) AD(       ) 1
 MZ1858  NAD 83(1992)-  42 02 03.44237(N)    072 58 14.02268(W) AD(       ) 1
 MZ1858  NAD 83(1986)-  42 02 03.44194(N)    072 58 14.02375(W) AD(       ) 1
 MZ1858  NAD 27      -  42 02 03.10429(N)    072 58 15.65139(W) AD(       ) 1
 MZ1858  NGVD 29 (07/19/86)  415.3    (m)         1363.     (f) VERT ANG       
 MZ1858
 MZ1858.Superseded values are not recommended for survey control.
 MZ1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1858.See file dsdata.txt to determine how the superseded data were derived.
 MZ1858
 MZ1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6798755576(NAD 83)
 MZ1858_MARKER: DS = TRIANGULATION STATION DISK
 MZ1858_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1858_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ1858_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1858_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1858+STABILITY: POSITION/ELEVATION WELL
 MZ1858
 MZ1858  HISTORY     - Date     Condition        Report By
 MZ1858  HISTORY     - 1980     MONUMENTED       NGS
 MZ1858
 MZ1858                          STATION DESCRIPTION
 MZ1858
 MZ1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 MZ1858'THE STATION IS LOCATED ABOUT 14.8 KM (9-1/4 MI) NORTHEAST OF
 MZ1858'WINSTED, 3.2 KM (2 MI) WEST FROM THE NORTH END OF BARKHAMSTED
 MZ1858'RESERVOIR, 0.4 KM (1/4 MI) SOUTH OF THE MASSACHUSETTS
 MZ1858'STATE LINE, AND IN THE TUNXIS STATE FOREST NEAR A PIPELINE
 MZ1858'RIGHT-OF-WAY.
 MZ1858'OWNERSHIP--STATE OF CONNECTICUT-REGION 1, DEPARTMENT OF
 MZ1858'ENVIRONMENTAL PROTECTION, MR ANTHONY CANTELE, PO BOX 161,
 MZ1858'PLEASANT VALLEY, CT 06063, PHONE 203-379-0771.
 MZ1858'
 MZ1858'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20
 MZ1858'AND 181 IN HARTLAND, GO EAST ON STATE HIGHWAY 20 FOR
 MZ1858'2.5 KM (1.55 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT, NORTH,
 MZ1858'ON GRAVEL ROAD AND GO FOR 1.4 KM (0.85 MI) TO A WOODS ROAD ON THE
 MZ1858'LEFT.  TURN LEFT, WEST, FOR ABOUT 30 METERS (100 FEET) TO A
 MZ1858'LOCKED GATE, PASS THROUGH GATE AND CONTINUE FOR 0.1 KM (0.05 MI)
 MZ1858'TO A GAS PIPELINE RIGHT-OF-WAY.  TURN RIGHT, NORTH, ON
 MZ1858'PIPELINE RIGHT-OF-WAY AND GO FOR 1.3 KM (0.8 MI) TO STATION
 MZ1858'ON RIGHT, ABOUT 30 METERS (100 FEET) IN WOODS EAST OF
 MZ1858'RIGHT-OF-WAY.
 MZ1858'
 MZ1858'THE STATION IS A STANDARD NGS DISK
 MZ1858'STAMPED---COE 1980---,
 MZ1858'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ1858'24.5 METERS (80.4 FT) EAST FROM THE PIPELINE ROAD,
 MZ1858'15.1 METERS (49.5 FT) EAST-NORTHEAST FROM A TRIANGULAR BLAZED
 MZ1858'PINE TREE,
 MZ1858'6.8 METERS (22.3 FT) NORTHWEST FROM A TRIANGULAR BLAZED PINE TREE,
 MZ1858'6.7 METERS (22.0 FT) NORTH FROM TRIANGULAR BLAZED BEECH TREE, AND
 MZ1858'5.6 METERS (18.4 FT) EAST FROM A TRIANGULAR BLAZED BEECH TREE.
 MZ1858'
 MZ1858'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 MZ1858'STAMPED---COE NO 1 1980---,
 MZ1858'SET INTO THE TOP OF A BOULDER OF 1 METER
 MZ1858'LARGEST DIMENSION.  IT IS LOCATED
 MZ1858'23.0 METERS (75.4 FT) EAST FROM THE CENTER OF THE PIPELINE ROAD,
 MZ1858'3.1 METERS (10.2 FT) NORTHEAST FROM A TRIANGULAR BLAZED BEECH
 MZ1858'TREE, AND
 MZ1858'0.6 METER (2.0 FT) NORTHEAST FROM A 10 CM PINE TREE.
 MZ1858'MARK IS LEVEL WITH STATION.
 MZ1858'
 MZ1858'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 MZ1858'STAMPED---COE NO 2 1980---,
 MZ1858'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ1858'12.5 METERS (41.0 FT) WEST-NORTHWEST FROM A TRIANGULAR BLAZED
 MZ1858'PINE TREE AND NEAR THE CENTER OF THE PIPELINE ROAD.
 MZ1858'MARK IS BELOW STATION 1.5 METERS.
 MZ1858'
 MZ1858'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE LINE BLOCKED
 MZ1858'BY BRUSH AND TREES.
 MZ1858'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 MZ1858'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.9 METERS.
 MZ1858'
 MZ1858'DESCRIBED BY K.R. WALLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6510 ***********************************************************************
 LX6510  DESIGNATION -  COKE
 LX6510  PID         -  LX6510
 LX6510  STATE/COUNTY-  CT/NEW HAVEN
 LX6510  USGS QUAD   -  NEW HAVEN (1984)
 LX6510
 LX6510                         *CURRENT SURVEY CONTROL
 LX6510  ___________________________________________________________________
 LX6510* NAD 83(1996)-  41 16 58.16545(N)    072 54 21.52438(W)     ADJUSTED  
 LX6510* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX6510  ___________________________________________________________________
 LX6510  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LX6510  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX6510
 LX6510  HORZ ORDER  -  THIRD
 LX6510
 LX6510.The horizontal coordinates were established by classical geodetic methods
 LX6510.and adjusted by the National Geodetic Survey in August 1998..
 LX6510
 LX6510.The orthometric height was scaled from a topographic map.
 LX6510
 LX6510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6510
 LX6510.The geoid height was determined by GEOID03.
 LX6510
 LX6510;                    North         East     Units Scale Factor Converg.
 LX6510;SPC CT       -   202,331.263   291,733.648   MT  0.99999267   -0 06 12.3
 LX6510;SPC CT       -   663,815.15    957,129.48   sFT  0.99999267   -0 06 12.3
 LX6510;SPC NY L     -   124,521.619   391,650.839   MT  1.00002338   +0 42 56.1
 LX6510;SPC NY L     -   408,534.68  1,284,941.13   sFT  1.00002338   +0 42 56.1
 LX6510;UTM  18      - 4,572,268.711   675,360.552   MT  0.99997847   +1 22 55.0
 LX6510
 LX6510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6510!SPC CT       -   1.00000379  x   0.99999267  =   0.99999646
 LX6510!SPC NY L     -   1.00000379  x   1.00002338  =   1.00002717
 LX6510!UTM  18      -   1.00000379  x   0.99997847  =   0.99998226
 LX6510
 LX6510|---------------------------------------------------------------------|
 LX6510| PID    Reference Object                     Distance      Geod. Az  |
 LX6510|                                                           dddmmss.s |
 LX6510| LX6535 KOPPERS TALL STACK                  380.949 METERS 04055     |
 LX6510| CZ7206 COKE RM 2                            21.200 METERS 05112     |
 LX6510| LX6488 KOPPERS SHORT STACK                 279.130 METERS 05555     |
 LX6510| LX6533 FORT WOOSTER 3                      APPROX. 1.1 KM 0934357.0 |
 LX6510| LX6522 KOPPERS                             167.499 METERS 28841     |
 LX6510| CZ7205 COKE RM 1                            15.900 METERS 35521     |
 LX6510|---------------------------------------------------------------------|
 LX6510
 LX6510                          SUPERSEDED SURVEY CONTROL
 LX6510
 LX6510  NAD 83(1992)-  41 16 58.16453(N)    072 54 21.52418(W) AD(       ) 3
 LX6510  NAD 83(1986)-  41 16 58.16655(N)    072 54 21.52882(W) AD(       ) 3
 LX6510  NAD 27      -  41 16 57.81900(N)    072 54 23.16400(W) AD(       ) 3
 LX6510
 LX6510.Superseded values are not recommended for survey control.
 LX6510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6510.See file dsdata.txt to determine how the superseded data were derived.
 LX6510
 LX6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7536172269(NAD 83)
 LX6510_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6510_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6510+STABILITY: SURFACE MOTION
 LX6510
 LX6510  HISTORY     - Date     Condition        Report By
 LX6510  HISTORY     - 1933     MONUMENTED       CGS
 LX6510  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6510
 LX6510                          STATION DESCRIPTION
 LX6510
 LX6510'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6510'THIS STATION IS LOCATED 12.0 METERS N 55 DEG E (MAGNETIC) FROM
 LX6510'CORNER OF RIP RAP RETAINING WALL.  THIS WALL IS A CONTINUATION
 LX6510'OF THAT MARKING THE SHORELINE OF CONNECTICUT COKE
 LX6510'CO. PROPERTY.  STATION IS ON LINE WITH W WALL OF COKE COS
 LX6510'SUB-STATION AND DISTANT 15.87 METERS FROM SW CORNER OF THIS
 LX6510'BUILDING.  SOUTH WALL OF SUB-STATION IS ON PROPERTY LINE OF COKE
 LX6510'CO.
 LX6510'
 LX6510'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 LX6510'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6510'
 LX6510'REFERENCE MARK NO.1 BEARS N 10 DEG E (MAGNETIC) AND IS 0.3
 LX6510'MILE S OF PROPERTY LINE AND 3.4 METERS W OF W WALL OF
 LX6510'SUB-STATION.
 LX6510'
 LX6510'REFERENCE MARK NO.2 BEARS N 65 DEG E (MAGNETIC) AND IS
 LX6510'0.45 METER S OF PROPERTY LINE AND 3.1 METERS E
 LX6510'OF WALL OF SUB-STATION.
 LX6510'
 LX6510'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6510
 LX6510                          STATION RECOVERY (1984)
 LX6510
 LX6510'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6510'ALL POINTS MISSING - A NEW SUBSTATION WAS BUILT IN 1974 - 1977
 LX6510'WHCH COVERS 4 TIMES THE AREA OF THE OLD STATION - MARKS WERE
 LX6510'DESTROYED DURING CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4884 ***********************************************************************
 LX4884  DESIGNATION -  COLCHESTER ALGONQUIN GAS MAST
 LX4884  PID         -  LX4884
 LX4884  STATE/COUNTY-  CT/NEW LONDON
 LX4884  USGS QUAD   -  COLCHESTER (1984)
 LX4884
 LX4884                         *CURRENT SURVEY CONTROL
 LX4884  ___________________________________________________________________
 LX4884* NAD 83(1996)-  41 35 16.06734(N)    072 18 48.70262(W)     ADJUSTED  
 LX4884* NAVD 88     -                                                        
 LX4884  ___________________________________________________________________
 LX4884  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 LX4884  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX4884
 LX4884  HORZ ORDER  -  THIRD
 LX4884
 LX4884.The horizontal coordinates were established by classical geodetic methods
 LX4884.and adjusted by the National Geodetic Survey in August 1998..
 LX4884
 LX4884
 LX4884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4884
 LX4884.The geoid height was determined by GEOID03.
 LX4884
 LX4884;                    North         East     Units Scale Factor Converg.
 LX4884;SPC CT       -   236,281.886   341,194.291   MT  0.99998359   +0 17 21.9
 LX4884;SPC CT       -   775,201.49  1,119,401.60   sFT  0.99998359   +0 17 21.9
 LX4884;UTM  18      - 4,607,497.344   723,927.156   MT  1.00021711   +1 47 02.1
 LX4884
 LX4884                          SUPERSEDED SURVEY CONTROL
 LX4884
 LX4884  NAD 83(1992)-  41 35 16.06666(N)    072 18 48.70233(W) AD(       ) 4
 LX4884  NAD 83(1986)-  41 35 16.06801(N)    072 18 48.70419(W) AD(       ) 4
 LX4884  NAD 27      -  41 35 15.71386(N)    072 18 50.41207(W) AD(       ) 3
 LX4884
 LX4884.Superseded values are not recommended for survey control.
 LX4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4884.See file dsdata.txt to determine how the superseded data were derived.
 LX4884
 LX4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2392707497(NAD 83)
 LX4884
 LX4884  HISTORY     - Date     Condition        Report By
 LX4884  HISTORY     - 1975     MONUMENTED       NGS
 LX4884
 LX4884                          STATION DESCRIPTION
 LX4884
 LX4884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4884'THE STATION IS THE TOP CENTER OF THE COLCHESTER ALGONQUIN GAS
 LX4884'COMPANY MAST OF BOSTON, MASSACHUSETTS.  THE MAST IS PAINTED
 LX4884'GRAY, HAS 2 REFLECTOR DISKS ON IT AND IS ABOUT 120 FEET HIGH.
 LX4884'
 LX4884'STATION IS ABOUT 1-1/2 MILES NORTHEAST OF COLCHESTER AND ABOUT
 LX4884'1/4 MILE WEST OF STATE HIGHWAY 16.
 LX4884'
 LX4884'TO REACH THE STATION FROM THE NORTHEAST 1 OF 2 JUNCTIONS OF
 LX4884'STATE HIGHWAYS 16 AND 85 IN COLCHESTER, GO NORTHEAST ON HIGHWAY
 LX4884'16 FOR 1.65 MILE TO A DIRT ROAD LEFT ACROSS THE HIGHWAY FROM
 LX4884'ANNES ANTIQUES SHOP.  TURN LEFT AND GO WEST ON A DIRT ROAD FOR
 LX4884'0.15 MILE TO DIRT ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON A
 LX4884'DIRT ROAD FOR 0.05 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4842 ***********************************************************************
 LX4842  DESIGNATION -  COLCHESTER NORTH BASE
 LX4842  PID         -  LX4842
 LX4842  STATE/COUNTY-  CT/TOLLAND
 LX4842  USGS QUAD   -  COLUMBIA (1984)
 LX4842
 LX4842                         *CURRENT SURVEY CONTROL
 LX4842  ___________________________________________________________________
 LX4842* NAD 83(1996)-  41 37 40.93853(N)    072 20 46.06359(W)     ADJUSTED  
 LX4842* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 LX4842  ___________________________________________________________________
 LX4842  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX4842  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX4842
 LX4842  HORZ ORDER  -  FIRST
 LX4842
 LX4842.The horizontal coordinates were established by classical geodetic methods
 LX4842.and adjusted by the National Geodetic Survey in August 1998..
 LX4842
 LX4842.The orthometric height was scaled from a topographic map.
 LX4842
 LX4842.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4842
 LX4842.The geoid height was determined by GEOID03.
 LX4842
 LX4842;                    North         East     Units Scale Factor Converg.
 LX4842;SPC CT       -   240,738.053   338,455.161   MT  0.99998449   +0 16 04.0
 LX4842;SPC CT       -   789,821.43  1,110,414.97   sFT  0.99998449   +0 16 04.0
 LX4842;UTM  18      - 4,611,881.508   721,072.040   MT  1.00020147   +1 45 49.2
 LX4842
 LX4842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4842!SPC CT       -   0.99998559  x   0.99998449  =   0.99997008
 LX4842!UTM  18      -   0.99998559  x   1.00020147  =   1.00018706
 LX4842
 LX4842|---------------------------------------------------------------------|
 LX4842| PID    Reference Object                     Distance      Geod. Az  |
 LX4842|                                                           dddmmss.s |
 LX4842| CZ7208 COLCHESTER N BASE RM 1               38.426 METERS 08215     |
 LX4842| CZ7207 COLCHESTER N BASE AZ MK                            1694228.2 |
 LX4842| CZ7209 COLCHESTER N BASE RM 2               45.455 METERS 17135     |
 LX4842|---------------------------------------------------------------------|
 LX4842
 LX4842                          SUPERSEDED SURVEY CONTROL
 LX4842
 LX4842  NAD 83(1996)-  41 37 40.93792(N)    072 20 46.06330(W) AD(       ) 1
 LX4842  NAD 83(1992)-  41 37 40.93793(N)    072 20 46.06332(W) AD(       ) 1
 LX4842  NAD 83(1992)-  41 37 40.93932(N)    072 20 46.06507(W) AD(       ) 1
 LX4842  NAD 83(1986)-  41 37 40.93934(N)    072 20 46.06509(W) AD(       ) 1
 LX4842  NAD 27      -  41 37 40.58200(N)    072 20 47.76500(W) AD(       ) 1
 LX4842
 LX4842.Superseded values are not recommended for survey control.
 LX4842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4842.See file dsdata.txt to determine how the superseded data were derived.
 LX4842
 LX4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2107211882(NAD 83)
 LX4842
 LX4842  HISTORY     - Date     Condition        Report By
 LX4842  HISTORY     - 1942     MONUMENTED       CGS
 LX4842  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX4842  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 LX4842
 LX4842                          STATION DESCRIPTION
 LX4842
 LX4842'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4842'STATION IS LOCATED APPROXIMATELY 3.5 MILES N OF COLCHESTER,
 LX4842'0.15 MILE SW OF THE AMSTON DEPOT AND AT THE JUNCTION OF THE SPUR
 LX4842'LINE TO COLCHESTER AND THE MAIN LINE OF THE NEW YORK, NEW HAVEN
 LX4842'AND HARTFORD RAILROAD.  ON LAND OWNED BY MR. C.F. BAILEY, 70 FEET
 LX4842'W OF THE W RAIL OF THE MAIN LINE, 8 FEET NE OF THE REFERENCE
 LX4842'POST.  THE DISK IS STAMPED COLCHESTER NORTH BASE 1942.
 LX4842'
 LX4842'REFERENCE MARK NO. 1 IS 126.35 FEET NE OF THE STATION, 28 FEET
 LX4842'W OF THE W RAIL OF THE COLCHESTER SPUR LINE, 24 FEET E OF THE E
 LX4842'RAIL OF THE MAIN LINE.  THE DISK IS STAMPED COLCHESTER NORTH BASE
 LX4842'NO. 1, 1942.
 LX4842'
 LX4842'REFERENCE MARK NO. 2 IS 149.31 FEET S OF THE STATION, 25 FEET
 LX4842'E OF THE E RAIL OF THE MAIN LINE, 34 FEET SW OF A TRIANGLE BLAZED
 LX4842'HIGH LINE POLE.  THE DISK IS STAMPED COLCHESTER NORTH BASE NO. 2,
 LX4842'1942.
 LX4842'
 LX4842'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE S OF THE STATION, 23.3
 LX4842'FEET N OF A RAILROAD CROSSING SIGN, 22.6 FEET W OF THE CENTERLINE
 LX4842'OF THE HIGHWAY, 16.3 FEET E OF THE E RAIL OF THE COLCHESTER SPUR
 LX4842'LINE TRACK AND 4.2 FEET NNE OF THE REFERENCE POST.  THE DISK IS
 LX4842'STAMPED COLCHESTER NORTH BASE 1942.
 LX4842'
 LX4842'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 2 AND 85 IN
 LX4842'COLCHESTER, BY GOING N AND W ON NOS. 2 AND 85 FOR 0.35 MILE,
 LX4842'THENCE RIGHT ON HIGHWAY 85 FOR 3.0 MILES TO A RAILROAD CROSSING
 LX4842'AND THE AZIMUTH MARK ON THE LEFT OF THE HIGHWAY JUST AFTER
 LX4842'CROSSING THE TRACKS AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON
 LX4842'HIGHWAY FOR 0.85 MILE TO A RAILROAD CROSSING, TURN SHARP LEFT
 LX4842'ALONG LEFT SIDE OF THE TRACKS FOR 0.15 MILE TO THE AMSTON DEPOT,
 LX4842'CONTINUE AROUND DEPOT AND ALONG THE LEFT SIDE OF THE TRACKS FOR
 LX4842'0.1 MILE TO THE JUNCTION OF THE SPUR LINE TO THE MAIN LINE,
 LX4842'CROSS THE TRACKS AND FOLLOW ALONG THE RIGHT SIDE OF THE TRACKS
 LX4842'FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4842'
 LX4842'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 LX4842
 LX4842                          STATION RECOVERY (1971)
 LX4842
 LX4842'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX4842'STATION MONUMENT WAS FOUND BROKEN OFF AND THE DISK GONE.  BOTH
 LX4842'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  AZIMUTH MARK
 LX4842'WAS NOT FOUND, ALTHOUGH A SEARCH WAS MADE ON THE PUBLISHED
 LX4842'DISTANCES.  THIS POINT FALLS ON A GRAVEL AND CINDER ROAD
 LX4842'SHOULDER.  THE LINE FROM STATION TO AZIMUTH MARK IS
 LX4842'BLOCKED.  STATION MONUMENT WAS REMOVED AND UNDERGROUND MARK
 LX4842'RECOVERED.  A NEW SURFACE MARK WAS THEN SET, PLUMBED OVER THE
 LX4842'UNDERGROUND.  ANGLE BETWEEN REFERENCE MARKS CHECKED CLOSELY,
 LX4842'BUT DIFFERENCES WERE NOTED IN DISTANCES.  THE 1971 DISTANCE TO
 LX4842'RM NO.  1 IS 0.087 METER SHORTER THAN 1942, AND THE 1971 DISTANCE
 LX4842'TO RM NO. 2 IS 0.028 METER SHORTER THAN 1942.
 LX4842'
 LX4842'STATION IS LOCATED IN TIMBER ALONG NORTHWEST SIDE OF ABANDONED
 LX4842'RAILROAD GRADE, ABOUT 200 YARDS SOUTHWEST OF THE OLD AMSTON
 LX4842'DEPOT, AND NEAR A RAILROAD GRADE FORK.
 LX4842'
 LX4842'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 85
 LX4842'IN COLCHESTER, GO WEST AND NORTH ON HIGHWAY 85 FOR 3.3 MILES TO
 LX4842'CROSSING OF OLD RAILROAD GRADE.  CONTINUE FOR 0.8 MILE TO TEXACO
 LX4842'STATION ON RIGHT.  TURN SHARP LEFT AND GO SOUTHERLY ON TRACK
 LX4842'ROAD FOR 0.1 MILE TO OLD DEPOT.  CONTINUE FOR 0.15 MILE TO
 LX4842'JOG.  CROSS RAILROAD GRADE AND CONTINUE FOR 0.05 MILE TO STATION
 LX4842'ON RIGHT.
 LX4842'
 LX4842'STATION MARK IS A STANDARD DISK STAMPED COLCHESTER NORTH BASE
 LX4842'1942 1971, SET IN THE TOP OF A 14-INCH-DIAMETER, CONCRETE
 LX4842'PROJECTING 2 INCHES.  IT IS 74.5 FEET NORTHWEST OF CENTER LINE
 LX4842'OF ROAD, 28.0 FEET NORTHWEST OF WOVEN WIRE FENCE, 60 FEET
 LX4842'NORHTEAST OF STONE FENCE, AND 3.5 FEET SOUTHEAST OF A METAL
 LX4842'WITNESS POST.  UNDERGROUND MARK IS A STANDARD DISK
 LX4842'STAMPED COLCHESTER NORTH BASE 1942, SET IN CONCRETE 3 FEET
 LX4842'BELOW GROUND.
 LX4842'
 LX4842'RM NO. 1 IS A STANDARD DISK STAMPED COLCHESTER NORTH BASE NO 1
 LX4842'1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH
 LX4842'WITH GROUND, ON SLIGHT HIGH GROUND INSIDE FORK OF RAILROAD GRADES,
 LX4842'40 YARDS SOUTH OF JOG IN TRACK ROAD, 18.5 FEET SOUTHEAST OF
 LX4842'CENTER LINE OF TRACK ROAD AND 4.55 FEET HIGHER THAN STATION MARK.
 LX4842'
 LX4842'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COLCHESTER
 LX4842'NORTH BASE NO 2 1942, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 LX4842'MONUMENT PROJECTING 4 INCHES.  24.7 FEET SOUTHEAST OF CENTER
 LX4842'LINE OF ROAD, 55 YARDS SOUTHWEST OF A FORK WHERE A TRACK ROAD
 LX4842'RUNS DOWN BETWEEN THE 2 RAILROAD GRADES.  IT IS 1.4 FEET HIGHER
 LX4842'THAN STATION MARK.
 LX4842'
 LX4842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4842'3-1/2 MILES NORTH OF COLCHESTER.
 LX4842
 LX4842                          STATION RECOVERY (2001)
 LX4842
 LX4842'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX4842'RM 1 AND RM 2 ARE DESTROYED,  THE CONCRETE MONUMENTS HAVE BEEN DUG UP
 LX4842'AND THE DISKS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4870 ***********************************************************************
 LX4870  DESIGNATION -  COLCHESTER SOUTH BASE
 LX4870  PID         -  LX4870
 LX4870  STATE/COUNTY-  CT/NEW LONDON
 LX4870  USGS QUAD   -  COLCHESTER (1984)
 LX4870
 LX4870                         *CURRENT SURVEY CONTROL
 LX4870  ___________________________________________________________________
 LX4870* NAD 83(1996)-  41 35 33.43222(N)    072 19 58.24411(W)     ADJUSTED  
 LX4870* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 LX4870  ___________________________________________________________________
 LX4870  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX4870  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX4870
 LX4870  HORZ ORDER  -  FIRST
 LX4870
 LX4870.The horizontal coordinates were established by classical geodetic methods
 LX4870.and adjusted by the National Geodetic Survey in August 1998..
 LX4870
 LX4870.The orthometric height was scaled from a topographic map.
 LX4870
 LX4870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4870
 LX4870.The geoid height was determined by GEOID03.
 LX4870
 LX4870;                    North         East     Units Scale Factor Converg.
 LX4870;SPC CT       -   236,809.648   339,581.029   MT  0.99998367   +0 16 35.8
 LX4870;SPC CT       -   776,932.99  1,114,108.76   sFT  0.99998367   +0 16 35.8
 LX4870;UTM  18      - 4,607,982.959   722,300.305   MT  1.00020818   +1 46 16.5
 LX4870
 LX4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4870!SPC CT       -   0.99998356  x   0.99998367  =   0.99996723
 LX4870!UTM  18      -   0.99998356  x   1.00020818  =   1.00019174
 LX4870
 LX4870|---------------------------------------------------------------------|
 LX4870| PID    Reference Object                     Distance      Geod. Az  |
 LX4870|                                                           dddmmss.s |
 LX4870| CZ7211 COLCHESTER S BASE RM 1               30.242 METERS 06216     |
 LX4870| LX4872 COLCHESTER ST POLICE RAD MAST       APPROX. 1.0 KM 0894827.0 |
 LX4870| CZ7212 COLCHESTER S BASE RM 2               31.062 METERS 13057     |
 LX4870| LX4898 AIRWAY BEACON 10                    APPROX.13.0 KM 2672432.9 |
 LX4870| CZ7210 COLCHESTER S BASE AZ MK                            2752711.5 |
 LX4870|---------------------------------------------------------------------|
 LX4870
 LX4870                          SUPERSEDED SURVEY CONTROL
 LX4870
 LX4870  NAD 83(1992)-  41 35 33.43160(N)    072 19 58.24383(W) AD(       ) 1
 LX4870  NAD 83(1986)-  41 35 33.43298(N)    072 19 58.24579(W) AD(       ) 1
 LX4870  NAD 27      -  41 35 33.07500(N)    072 19 59.94400(W) AD(       ) 1
 LX4870
 LX4870.Superseded values are not recommended for survey control.
 LX4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4870.See file dsdata.txt to determine how the superseded data were derived.
 LX4870
 LX4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2230007983(NAD 83)
 LX4870
 LX4870  HISTORY     - Date     Condition        Report By
 LX4870  HISTORY     - 1942     MONUMENTED       CGS
 LX4870  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX4870
 LX4870                          STATION DESCRIPTION
 LX4870
 LX4870'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4870'STATION IS LOCATED ABOUT 1.5 MILES N OF COLCHESTER ON THE E
 LX4870'BANK OF THE NEW YORK, NEW HAVEN AND HARTFORD SPUR LINE
 LX4870'RAILROAD.  THE STATION DISK IS SET ON TANGENT WITH THE E RAIL OF
 LX4870'THE TRACK FROM THE N.  IT IS 63.0 FEET E OF THE E RAIL, 39.0
 LX4870'FEET E OF THE E RIGHT-OF-WAY FENCE LINE, 38.0 FEET W OF A
 LX4870'TRIANGLE BLAZE ON A 10-INCH OAK TREE AND ABOUT 750 FEET S OF THE
 LX4870'POINT WHERE A TRAIL ROAD CROSSES THE RAILROAD TRACKS.  THE
 LX4870'DISK IS STAMPED COLCHESTER SOUTH BASE 1942.
 LX4870'
 LX4870'REFERENCE MARK NO. 1 IS 99.22 FEET NE OF THE STATION.  THE
 LX4870'DISK IS STAMPED COLCHESTER SOUTH BASE NO. 1, 1942.
 LX4870'
 LX4870'REFERENCE MARK NO. 2 IS 101.91 FEET SE OF THE STATION.  THE
 LX4870'DISK IS STAMPED COLCHESTER SOUTH BASE NO. 2, 1942.
 LX4870'
 LX4870'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE W OF THE STATION AND
 LX4870'0.15 MILE N OF A T JUNCTION WITH STATE HIGHWAY NO. 85.  THE
 LX4870'DISK IS SET 96.0 FEET S OF A ROAD FORK IN TWO DIM TRAIL ROADS,
 LX4870'25.0 FEET E OF THE CENTERLINE OF THE TRAIL ROAD AND 1.5 FEET E
 LX4870'OF A BRONZE REFERENCE POST.  THE DISK IS STAMPED COLCHESTER SOUTH
 LX4870'BASE 1942.
 LX4870'
 LX4870'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX4870'85, WHICH IS ABOUT 0.4 MILE N OF THE CENTER OF THE VILLAGE OF
 LX4870'COLCHESTER, GO NORTHERLY ON STATE HIGHWAY 85 FOR 0.9 MILE TO A
 LX4870'DIRT ROAD RIGHT AT A CURVE TO THE LEFT IN THE HIGHWAY.  TURN
 LX4870'RIGHT ON THE DIRT ROAD FOR 0.15 MILE TO A FORK, THEN TAKE THE
 LX4870'RIGHT FORK FOR 0.15 MILE TO THE ENTRANCE TO A GARBAGE PIT ON
 LX4870'THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO THE
 LX4870'RAILROAD CROSSING.  FROM THIS POINT THE STATION IS
 LX4870'APPROXIMATELY 750 FEET S ON THE E BANK OF THE RAILROAD RIGHT OF
 LX4870'WAY.  TO DRIVE TO THE STATION, CONTINUE STRAIGHT AHEAD FOR 0.1
 LX4870'MILE TO A DIM WOODS ROAD RIGHT, PASSING THROUGH A GATE IN
 LX4870'THE FENCE.  TURN RIGHT INTO THE WOODS AND FOLLOW A DIM ROAD
 LX4870'FOR ABOUT 0.2 MILE TO THE STATION AS DESCRIBED.
 LX4870'
 LX4870'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 LX4870
 LX4870                          STATION RECOVERY (1971)
 LX4870
 LX4870'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX4870'STATION COLCHESTER SOUTH BASE 1942, WAS RECOVERED IN GOOD
 LX4870'CONDITION.
 LX4870'
 LX4870'STATION IS LOCATED ABOUT 1.5 MILES NORTH OF COLCHESTER CENTER
 LX4870'ON THE EAST BANK OF THE ABANDONED NEW YORK-NEW HAVEN, HARTFORD
 LX4870'SPUR LINE RAILROAD BED.  MONUMENT IS SET IN A ONE FOOT BY ONE
 LX4870'FOOT COME POST WITH ITS TOP TWO INCHES ABOVE GROUND.  IT IS 65 FT
 LX4870'EAST OF THE CENTER LINE OF THE ABANDONED RAILROAD BED.  39 FEET
 LX4870'EAST OF EAST RR FENCE LINE.  38 FT WEST OF A BLAZED 24 IN
 LX4870'OAK TREE AND 750 FT SOUTH OF THE CENTER LINE OF OLD AMSTON RD.
 LX4870'
 LX4870'TO REACH FROM THE INTERSECTION OF HARTFORD RD. (OLD RT 2) AND
 LX4870'RT 85 (HEBRON RD) GO NORTHERLY FOR ABOUT 0.9 MILES TO THE
 LX4870'INTERSECTION OF STOLLMAN RD ON THE LEFT.  THEN TAKE A RIGHT ON THE
 LX4870'OLD TOWN RD. AND GO NORTHERLY FOR 0.2 MILE TO OLD AMSTON RD.  BEAR
 LX4870'RIGHT AND GO EASTERLY FOR 0.2 MILE TO A POINT WHERE THE ABANDONED
 LX4870'RAILROAD CROSSED OLD AMSTON RD.  AN AUTO JUNK YARD IS JUST WEST
 LX4870'OF THE RAILROAD BED.  THE STATION IS 750 FT SOUTH OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4872 ***********************************************************************
 LX4872  DESIGNATION -  COLCHESTER ST POLICE RAD MAST
 LX4872  PID         -  LX4872
 LX4872  STATE/COUNTY-  CT/NEW LONDON
 LX4872  USGS QUAD   -  COLCHESTER (1984)
 LX4872
 LX4872                         *CURRENT SURVEY CONTROL
 LX4872  ___________________________________________________________________
 LX4872* NAD 83(1996)-  41 35 33.53668(N)    072 19 15.97490(W)     ADJUSTED  
 LX4872* NAVD 88     -                                                        
 LX4872  ___________________________________________________________________
 LX4872  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX4872  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX4872
 LX4872  HORZ ORDER  -  THIRD
 LX4872
 LX4872.The horizontal coordinates were established by classical geodetic methods
 LX4872.and adjusted by the National Geodetic Survey in August 1998..
 LX4872
 LX4872
 LX4872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4872
 LX4872.The geoid height was determined by GEOID03.
 LX4872
 LX4872;                    North         East     Units Scale Factor Converg.
 LX4872;SPC CT       -   236,817.663   340,559.953   MT  0.99998367   +0 17 03.8
 LX4872;SPC CT       -   776,959.28  1,117,320.45   sFT  0.99998367   +0 17 03.8
 LX4872;UTM  18      - 4,608,016.513   723,278.909   MT  1.00021354   +1 46 44.6
 LX4872
 LX4872                          SUPERSEDED SURVEY CONTROL
 LX4872
 LX4872  NAD 83(1992)-  41 35 33.53604(N)    072 19 15.97462(W) AD(       ) 4
 LX4872  NAD 83(1986)-  41 35 33.53735(N)    072 19 15.97643(W) AD(       ) 4
 LX4872  NAD 27      -  41 35 33.17900(N)    072 19 17.67600(W) AD(       ) 3
 LX4872
 LX4872.Superseded values are not recommended for survey control.
 LX4872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4872.See file dsdata.txt to determine how the superseded data were derived.
 LX4872
 LX4872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2327908017(NAD 83)
 LX4872
 LX4872  HISTORY     - Date     Condition        Report By
 LX4872  HISTORY     - 1942     MONUMENTED       CGS
 LX4872  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4872
 LX4872                          STATION DESCRIPTION
 LX4872
 LX4872'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4872'STATION IS LOCATED ABOUT 1.0 MILE NE OF COLCHESTER AND ABOUT
 LX4872'300 FEET E OF A WIRE GATE, ON LAND OWNED BY THE STATE OF
 LX4872'CONNECTICUT.  IT IS A TALL PENCIL TYPE RADIO MAST PAINTED RED AND
 LX4872'WHITE AND ABOUT 300 FEET HIGH WITH A RED LIGHT ON THE TOP.  THE
 LX4872'POINT OBSERVED ON WAS THE RED LIGHT ON THE TOP.
 LX4872'
 LX4872'TO REACH FROM THE JUNCTIONS OF STATE ROUTES 2, 16 AND 85 IN
 LX4872'COLCHESTER, GO N ON ROUTES 2 AND 85 FOR 0.1 MILE TO A SURFACED
 LX4872'ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE TO A FORK, TAKE LEFT FORK
 LX4872'AND GO 1.1 MILES TO RADIO MAST ON THE RIGHT.
 LX4872
 LX4872                          STATION RECOVERY (1962)
 LX4872
 LX4872'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4872'COLCHESTER CONNECTICUT STATE POLICE RADIO MAST WAS RECOVERED IN
 LX4872'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4887 ***********************************************************************
 LX4887  DESIGNATION -  COLCHESTER STANDPIPE
 LX4887  PID         -  LX4887
 LX4887  STATE/COUNTY-  CT/NEW LONDON
 LX4887  USGS QUAD   -  COLCHESTER (1984)
 LX4887
 LX4887                         *CURRENT SURVEY CONTROL
 LX4887  ___________________________________________________________________
 LX4887* NAD 83(1996)-  41 34 12.98104(N)    072 19 17.22769(W)     ADJUSTED  
 LX4887* NAVD 88     -                                                        
 LX4887  ___________________________________________________________________
 LX4887  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX4887  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX4887
 LX4887  HORZ ORDER  -  THIRD
 LX4887
 LX4887.The horizontal coordinates were established by classical geodetic methods
 LX4887.and adjusted by the National Geodetic Survey in August 1998..
 LX4887
 LX4887
 LX4887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4887
 LX4887.The geoid height was determined by GEOID03.
 LX4887
 LX4887;                    North         East     Units Scale Factor Converg.
 LX4887;SPC CT       -   234,332.334   340,543.264   MT  0.99998334   +0 17 02.9
 LX4887;SPC CT       -   768,805.33  1,117,265.69   sFT  0.99998334   +0 17 02.9
 LX4887;UTM  18      - 4,605,531.022   723,327.048   MT  1.00021381   +1 46 41.0
 LX4887
 LX4887                          SUPERSEDED SURVEY CONTROL
 LX4887
 LX4887  NAD 83(1992)-  41 34 12.98036(N)    072 19 17.22737(W) AD(       ) 4
 LX4887  NAD 83(1986)-  41 34 12.98172(N)    072 19 17.22929(W) AD(       ) 4
 LX4887  NAD 27      -  41 34 12.62712(N)    072 19 18.93400(W) AD(       ) 3
 LX4887
 LX4887.Superseded values are not recommended for survey control.
 LX4887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4887.See file dsdata.txt to determine how the superseded data were derived.
 LX4887
 LX4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2332705531(NAD 83)
 LX4887
 LX4887  HISTORY     - Date     Condition        Report By
 LX4887  HISTORY     - 1975     MONUMENTED       NGS
 LX4887
 LX4887                          STATION DESCRIPTION
 LX4887
 LX4887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4887'THE STATION IS THE VENT ATOP THE COLCHESTER BOROUGH WATERWORKS
 LX4887'STANDPIPE (TALLEST 1 OF 2).  THE STANDPIPE IS PAINTED SILVER,
 LX4887'60 FEET HIGH AND 42 FEET IN DIAMETER.
 LX4887'
 LX4887'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF COLCHESTER, JUST
 LX4887'SOUTH OF THE JUNCTION OF HALLS HILL ROAD AND ELMWOOD HEIGHTS
 LX4887'AND ALONG THE EAST SIDE OF ELMWOODS HEIGHTS.
 LX4887'
 LX4887'TO REACH THE STATION FROM THE POST OFFICE IN COLCHESTER, GO
 LX4887'SOUTH ON STATE HIGHWAY 85 FOR 0.4 MILE TO THE JUNCTION OF HALLS
 LX4887'HILL ROAD.  TURN LEFT AND GO EAST ON HALLS HILL ROAD FOR 0.3
 LX4887'MILE TO THE JUNCTION OF ELMWOOD HEIGHTS ON THE RIGHT.  TURN RIGHT
 LX4887'AND GO SOUTH ON ELMWOOD HEIGHTS FOR 0.05 MILE TO THE STATION ON
 LX4887'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6056 ***********************************************************************
 LX6056  DESIGNATION -  COLTONS CHIMNEY
 LX6056  PID         -  LX6056
 LX6056  STATE/COUNTY-  CT/MIDDLESEX
 LX6056  USGS QUAD   -  DEEP RIVER (1971)
 LX6056
 LX6056                         *CURRENT SURVEY CONTROL
 LX6056  ___________________________________________________________________
 LX6056* NAD 83(1996)-  41 24 16.10031(N)    072 27 17.45166(W)     ADJUSTED  
 LX6056* NAVD 88     -                                                        
 LX6056  ___________________________________________________________________
 LX6056  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LX6056  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6056
 LX6056  HORZ ORDER  -  THIRD
 LX6056
 LX6056.The horizontal coordinates were established by classical geodetic methods
 LX6056.and adjusted by the National Geodetic Survey in August 1998..
 LX6056
 LX6056
 LX6056.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6056
 LX6056.The geoid height was determined by GEOID03.
 LX6056
 LX6056;                    North         East     Units Scale Factor Converg.
 LX6056;SPC CT       -   215,871.825   329,480.476   MT  0.99998567   +0 11 44.5
 LX6056;SPC CT       -   708,239.48  1,080,970.53   sFT  0.99998567   +0 11 44.5
 LX6056;UTM  18      - 4,586,785.134   712,746.219   MT  1.00015704   +1 41 02.1
 LX6056
 LX6056                          SUPERSEDED SURVEY CONTROL
 LX6056
 LX6056  NAD 83(1992)-  41 24 16.09945(N)    072 27 17.45139(W) AD(       ) 4
 LX6056  NAD 83(1986)-  41 24 16.10142(N)    072 27 17.45419(W) AD(       ) 4
 LX6056  NAD 27      -  41 24 15.74100(N)    072 27 19.15500(W) AD(       ) 3
 LX6056
 LX6056.Superseded values are not recommended for survey control.
 LX6056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6056.See file dsdata.txt to determine how the superseded data were derived.
 LX6056
 LX6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1274686785(NAD 83)
 LX6056
 LX6056  HISTORY     - Date     Condition        Report By
 LX6056  HISTORY     - 1934     MONUMENTED       CGS
 LX6056  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6056  HISTORY     - 19950716 GOOD             USPSQD
 LX6056
 LX6056                          STATION DESCRIPTION
 LX6056
 LX6056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6056'A PRIVATE ROAD TURNS SOUTHERLY OFF RIDGE ROAD ABOUT 0.1 MILE
 LX6056'FROM ITS EASTERLY END.  THE FIRST TWO HOUSES ON THIS PRIVATE
 LX6056'WAY ARE IDENTICAL EXCEPT FOR THE PAINT COLORS USED.  THE SECOND
 LX6056'OF THESE HOUSES IS OWNED BY C.C. COLTON.
 LX6056'
 LX6056'IT IS A 1 1/2-STORY BROWN-SHINGLED FRAME STRUCTURE WITH
 LX6056'CONTINUOUS DORMERS THROUGH THE E AND W ROOFS.  AN ENCLOSED SUN
 LX6056'PORCH IS ATTACHED TO THE E SIDE.  THE HOUSE IS TRIMMED WITH
 LX6056'WHITE.  A SINGLE CHIMNEY SHOWS AT THE RIDGEPOLE.
 LX6056'
 LX6056'CENTER IS THE CENTER LINE OF THIS CHIMNEY.  IT IS ABOUT 90
 LX6056'METERS S OF RIDGE ROAD.
 LX6056
 LX6056                          STATION RECOVERY (1948)
 LX6056
 LX6056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6056'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6056
 LX6056                          STATION RECOVERY (1995)
 LX6056
 LX6056'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4852 ***********************************************************************
 LX4852  DESIGNATION -  COLUMBIA CONG CH SPIRE
 LX4852  PID         -  LX4852
 LX4852  STATE/COUNTY-  CT/TOLLAND
 LX4852  USGS QUAD   -  COLUMBIA (1984)
 LX4852
 LX4852                         *CURRENT SURVEY CONTROL
 LX4852  ___________________________________________________________________
 LX4852* NAD 83(1996)-  41 42 11.75794(N)    072 18 08.79359(W)     ADJUSTED  
 LX4852* NAVD 88     -                                                        
 LX4852  ___________________________________________________________________
 LX4852  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LX4852  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX4852
 LX4852  HORZ ORDER  -  THIRD
 LX4852
 LX4852.The horizontal coordinates were established by classical geodetic methods
 LX4852.and adjusted by the National Geodetic Survey in August 1998..
 LX4852
 LX4852
 LX4852.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4852
 LX4852.The geoid height was determined by GEOID03.
 LX4852
 LX4852;                    North         East     Units Scale Factor Converg.
 LX4852;SPC CT       -   249,111.048   342,052.215   MT  0.99998751   +0 17 48.3
 LX4852;SPC CT       -   817,291.83  1,122,216.31   sFT  0.99998751   +0 17 48.3
 LX4852;UTM  18      - 4,620,347.533   724,449.850   MT  1.00021998   +1 47 43.3
 LX4852
 LX4852                          SUPERSEDED SURVEY CONTROL
 LX4852
 LX4852  NAD 83(1996)-  41 42 11.75754(N)    072 18 08.79342(W) AD(       ) 4
 LX4852  NAD 83(1992)-  41 42 11.75765(N)    072 18 08.79342(W) AD(       ) 4
 LX4852  NAD 83(1992)-  41 42 11.75834(N)    072 18 08.79472(W) AD(       ) 4
 LX4852  NAD 83(1986)-  41 42 11.75882(N)    072 18 08.79450(W) AD(       ) 4
 LX4852  NAD 27      -  41 42 11.39958(N)    072 18 10.50256(W) AD(       ) 3
 LX4852
 LX4852.Superseded values are not recommended for survey control.
 LX4852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4852.See file dsdata.txt to determine how the superseded data were derived.
 LX4852
 LX4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2445020348(NAD 83)
 LX4852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4852+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2001
 LX4852
 LX4852  HISTORY     - Date     Condition        Report By
 LX4852  HISTORY     - 1975     MONUMENTED       NGS
 LX4852  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4852  HISTORY     - 20011217 GOOD             USPSQD
 LX4852
 LX4852                          STATION DESCRIPTION
 LX4852
 LX4852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4852'THE STATION IS THE APEX OF THE SPIRE ATOP THE COLUMBIA
 LX4852'CONGREATIONAL CHURCH.  THE CHURCH AND SPIRE ARE PAINTED WHITE.
 LX4852'
 LX4852'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND
 LX4852'87 IN COLUMBIA, GO NORTH ON HIGHWAY 87 FOR 0.1 MILE TO THE
 LX4852'STATION ON THE RIGHT.
 LX4852
 LX4852                          STATION RECOVERY (1978)
 LX4852
 LX4852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4852'THE STATION IS THE TOP OF THE COLUMBIA CONGREGATIONAL
 LX4852'CHURCH SPIRE, LOCATED IN THE CENTER OF COLUMBIA ON STATE
 LX4852'HIGHWAY 87.  IT IS PAINTED WHITE AND IS ABOUT 75 FEET IN
 LX4852'HEIGHT.
 LX4852'
 LX4852'THE STATION WAS USED AS A CHECK ANGLE STATION FROM
 LX4852'TRIANGULATION STATION NEGRO 1975.  NO 1975 DATA WAS AVAILABLE
 LX4852'AT THIS TIME.
 LX4852'
 LX4852'DESCRIBED BY J.A. TISDALL.
 LX4852
 LX4852                          STATION RECOVERY (2001)
 LX4852
 LX4852'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX4852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3769 ***********************************************************************
 LX3769  DESIGNATION -  COMPO HILL
 LX3769  PID         -  LX3769
 LX3769  STATE/COUNTY-  CT/FAIRFIELD
 LX3769  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3769
 LX3769                         *CURRENT SURVEY CONTROL
 LX3769  ___________________________________________________________________
 LX3769* NAD 83(1996)-  41 06 47.25243(N)    073 20 56.89203(W)     ADJUSTED  
 LX3769* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 LX3769  ___________________________________________________________________
 LX3769  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LX3769  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3769
 LX3769  HORZ ORDER  -  THIRD
 LX3769
 LX3769.The horizontal coordinates were established by classical geodetic methods
 LX3769.and adjusted by the National Geodetic Survey in August 1998..
 LX3769
 LX3769.The orthometric height was scaled from a topographic map.
 LX3769
 LX3769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3769
 LX3769.The geoid height was determined by GEOID03.
 LX3769
 LX3769;                    North         East     Units Scale Factor Converg.
 LX3769;SPC CT       -   183,647.633   254,478.325   MT  1.00000991   -0 23 50.1
 LX3769;SPC CT       -   602,517.28    834,900.97   sFT  1.00000991   -0 23 50.1
 LX3769;SPC NY L     -   105,305.840   354,666.564   MT  1.00000541   +0 25 32.6
 LX3769;SPC NY L     -   345,490.91  1,163,601.89   sFT  1.00000541   +0 25 32.6
 LX3769;UTM  18      - 4,552,628.405   638,605.110   MT  0.99983645   +1 05 08.5
 LX3769
 LX3769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3769!SPC CT       -   0.99999990  x   1.00000991  =   1.00000981
 LX3769!SPC NY L     -   0.99999990  x   1.00000541  =   1.00000531
 LX3769!UTM  18      -   0.99999990  x   0.99983645  =   0.99983635
 LX3769
 LX3769:                Primary Azimuth Mark                     Grid Az
 LX3769:SPC CT       -  AERO BEACON                              003 15 31.7
 LX3769:SPC NY L     -  AERO BEACON                              002 26 09.0
 LX3769:UTM  18      -  AERO BEACON                              001 46 33.1
 LX3769
 LX3769|---------------------------------------------------------------------|
 LX3769| PID    Reference Object                     Distance      Geod. Az  |
 LX3769|                                                           dddmmss.s |
 LX3769| LX3758 AERO BEACON                         APPROX. 2.8 KM 0025141.6 |
 LX3769| LX3770 CUMPO 2                              59.258 METERS 00556     |
 LX3769| LX3756 SOUTHPORT GREENS FARM CH SPIRE      APPROX. 3.0 KM 0315209.9 |
 LX3769| LX3765 GREENFIELD CHURCH SPIRE             APPROX. 8.5 KM 0335418.6 |
 LX3769| LX3773 WINDMILL TANK                       APPROX. 2.5 KM 0601128.3 |
 LX3769| LX3767 WINDMILL                            APPROX. 3.3 KM 0783000.4 |
 LX3769| LX3768 BOATHOUSE RED ROOF                  APPROX. 3.7 KM 0853244.4 |
 LX3769| CB3865 COMPO HILL RM 1                      19.620 METERS 12029     |
 LX3769| CB3866 COMPO HILL RM 2                      10.630 METERS 21001     |
 LX3769| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 3.8 KM 2264234.1 |
 LX3769|---------------------------------------------------------------------|
 LX3769
 LX3769                          SUPERSEDED SURVEY CONTROL
 LX3769
 LX3769  NAD 83(1992)-  41 06 47.25195(N)    073 20 56.89073(W) AD(       ) 3
 LX3769  NAD 83(1986)-  41 06 47.25376(N)    073 20 56.89448(W) AD(       ) 3
 LX3769  NAD 27      -  41 06 46.91000(N)    073 20 58.46800(W) AD(       ) 3
 LX3769
 LX3769.Superseded values are not recommended for survey control.
 LX3769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3769.See file dsdata.txt to determine how the superseded data were derived.
 LX3769
 LX3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3860552628(NAD 83)
 LX3769_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3769_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX3769_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LX3769
 LX3769  HISTORY     - Date     Condition        Report By
 LX3769  HISTORY     - 1932     MONUMENTED       CGS
 LX3769  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3769  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3769  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3769  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3769
 LX3769                          STATION DESCRIPTION
 LX3769
 LX3769'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3769'ABOUT 1 MILE SE OF THE TOWN OF SAUGATUCK ON A HILL KNOWN AS COMPO
 LX3769'HILL ABOUT 125 FEET HIGH.  THE STATION IS AT THE S END OF BUENA
 LX3769'VISTA DRIVE ABOUT 1 BLOCK S OF THE INTERSECTION OF BUENA VISTA
 LX3769'DRIVE AND COMPO HILL ROAD AND ON THE W SIDE OF BUENA VISTA DRIVE.
 LX3769'
 LX3769'STATION MARK IS A STANDARD BRONZE DISK IN A TILE AS DESCRIBED
 LX3769'IN NOTE 6A.  REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A
 LX3769'BOULDER AS DESCRIBED IN NOTE 12C.
 LX3769'
 LX3769'A WOVEN WIRE FENCE RUNS IN AN E AND W DIRECTION AND IS 9.47
 LX3769'METERS S OF THE STATION.  A STONE FENCE ABOUT 3 FEET HIGH RUNS IN
 LX3769'A N AND S DIRECTION AND IS 51.35 METERS W OF THE STATION.  TWO
 LX3769'REFERENCE MARKS WERE SET IN BOULDERS ALONG THE ABOVE MENTIONED
 LX3769'WOVEN WIRE FENCE LINE.
 LX3769'
 LX3769'THE STATION IS MARKED BY A STANDARD DISK IN AN 8-INCH SEWER
 LX3769'TILE FILLED WITH CONCRETE.  THE STATION IS ON A MOUND OF EARTH
 LX3769'ABOUT 4 FEET ABOVE THE SURROUNDING GROUND.  STATION IS STAMPED
 LX3769'COMPO HILL 1932.
 LX3769
 LX3769                          STATION RECOVERY (1932)
 LX3769
 LX3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX3769'STATION WAS RECOVERED AS DESCRIBED.  EXCAVATION NECESSARY FOR
 LX3769'BUILDING OBSERVATION TOWER CAUSED THE STATION TO BE RE-MARKED AS
 LX3769'FOLLOWS--
 LX3769'
 LX3769'THE SUB-SURFACE MARK IS A 5-INCH DRAIN TILE FILLED WITH CONCRETE
 LX3769'WITH A STANDARD DISK, STAMPED COMPO HILL, BURIED 2-1/2 FEET
 LX3769'BELOW THE SURFACE.  THE SURFACE MARK IS A STANDARD DISK,
 LX3769'STAMPED COMPO HILL, CONCRETED IN THE TOP OF A 5-INCH SECTION OF
 LX3769'DRAIN TILE AND PROJECTING 4 INCHES ABOVE THE SURFACE OF THE
 LX3769'GROUND.  THE ABOVE MENTIONED TOWER WAS REMOVED WHEN THE
 LX3769'OBSERVING WAS COMPLETED DUE TO ITS PROXIMITY WITH LIGHT WIRES.
 LX3769
 LX3769                          STATION RECOVERY (1933)
 LX3769
 LX3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3769'STATION WAS RECOVERED AS DESCRIBED.
 LX3769'
 LX3769'AN INVERSE COMPUTATION WAS MADE AND COMPO 2 RECOVERED IN 1934.
 LX3769
 LX3769                          STATION RECOVERY (1959)
 LX3769
 LX3769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3769'RECOVERED R.M. NO. 1 AND R.M. NO. 2.  LAID OFF DISTANCES TO STATION
 LX3769'AND PRODDED WITH STEEL PIN.  FOUND 3-INCH STONE BUT NO STATION
 LX3769'DISK, FROST BELOW 2 INCH LEVEL.  BELIEVE STATION IS COVERED BY
 LX3769'TOPSOIL.
 LX3769'
 LX3769'OWNER OF THE PROPERTY ON WHICH THE STATION AND R.M. 2 IS LOCATED
 LX3769'IS MRS. MARY SIMMS.  THE OWNER OF THE PROPERTY ON WHICH R.M. 1 IS
 LX3769'LOCATED IS MRS. WHITEHILL.
 LX3769
 LX3769                          STATION RECOVERY (1972)
 LX3769
 LX3769'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3769'COMPO HILL GOOD - (BELIEVED TO BE SUBSURFACE MARK)
 LX3769'
 LX3769'COMPO HILL NO. 1 1932 EXCELLENT
 LX3769'
 LX3769'COMPO HILL NO. 2 1932 EXCELLENT
 LX3769'
 LX3769'SINCE THE ORIGINAL DESCRIPTION MENTIONS A MOUND OF EARTH AROUND THE
 LX3769'SURFACE MARK, THE MARK FOUND IS BELIEVED TO BE THE SUB-SURFACE
 LX3769'MARK.  THE TOP OF THE MARK IS 15 INCHES BELOW THE LAWN SURFACE.  RM
 LX3769'1 AND RM 2 WERE MEASURED AND FOUND TO BE 64.31 FEET AND
 LX3769'34.87 FEET.  STATION IS 50.5 FEET NORTHEAST OF SOUTHEAST CORNER
 LX3769'OF FOUNDATION OF 1-1/2 STORY FRAME HOUSE 28.  48.6 FEET
 LX3769'SOUTHEAST OF NORTHEAST CORNER OF FOUNDATION OF SAME HOUSE.  22
 LX3769'FEET WEST OF BUENA VISTA DRIVE CENTERLINE.  9.6 FEET WEST OF A
 LX3769'NORTH-SOUTH WOVEN WIRE FENCE AND 31.2 FEET NORTH OF AN
 LX3769'EAST-WEST WOVEN WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW5378 ***********************************************************************
 LW5378  DESIGNATION -  CON 001
 LW5378  PID         -  LW5378
 LW5378  STATE/COUNTY-  CT/NEW LONDON
 LW5378  USGS QUAD   -  ASHAWAY (1984)
 LW5378
 LW5378                         *CURRENT SURVEY CONTROL
 LW5378  ___________________________________________________________________
 LW5378* NAD 83(1996)-  41 23 42.04962(N)    071 50 39.38125(W)     ADJUSTED  
 LW5378* NAVD 88     -        21.55   (+/-2cm)      70.7    (feet)  VERTCON   
 LW5378  ___________________________________________________________________
 LW5378  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 LW5378  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LW5378
 LW5378  HORZ ORDER  -  SECOND
 LW5378  VERT ORDER  -  THIRD ? (See Below)
 LW5378
 LW5378.The horizontal coordinates were established by classical geodetic methods
 LW5378.and adjusted by the National Geodetic Survey in August 1998..
 LW5378
 LW5378.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5378.The vertical order pertains to the NGVD 29 superseded value.
 LW5378
 LW5378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5378
 LW5378.The geoid height was determined by GEOID03.
 LW5378
 LW5378;                    North         East     Units Scale Factor Converg.
 LW5378;SPC CT       -   215,176.176   380,544.945   MT  0.99998605   +0 36 02.0
 LW5378;SPC CT       -   705,957.17  1,248,504.54   sFT  0.99998605   +0 36 02.0
 LW5378;SPC RI       -    34,671.756    71,208.341   MT  1.00000395   -0 13 39.5
 LW5378;SPC RI       -   113,752.25    233,622.70   sFT  1.00000395   -0 13 39.5
 LW5378;UTM  19      - 4,586,513.297   262,213.708   MT  1.00029590   -1 52 53.9
 LW5378
 LW5378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5378!SPC CT       -   1.00000141  x   0.99998605  =   0.99998746
 LW5378!SPC RI       -   1.00000141  x   1.00000395  =   1.00000536
 LW5378!UTM  19      -   1.00000141  x   1.00029590  =   1.00029731
 LW5378
 LW5378:                Primary Azimuth Mark                     Grid Az
 LW5378:SPC CT       -  WESTERLY WARD HIGH SCH CUPOLA            135 12 03.1
 LW5378:SPC RI       -  WESTERLY WARD HIGH SCH CUPOLA            136 01 44.6
 LW5378:UTM  19      -  WESTERLY WARD HIGH SCH CUPOLA            137 40 59.0
 LW5378
 LW5378|---------------------------------------------------------------------|
 LW5378| PID    Reference Object                     Distance      Geod. Az  |
 LW5378|                                                           dddmmss.s |
 LW5378| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 3.0 KM 1354805.1 |
 LW5378| LW3263 4803                                APPROX. 0.6 KM 1893804.6 |
 LW5378|---------------------------------------------------------------------|
 LW5378
 LW5378                          SUPERSEDED SURVEY CONTROL
 LW5378
 LW5378  NAD 83(1992)-  41 23 42.04831(N)    071 50 39.38047(W) AD(       ) 2
 LW5378  NAD 83(1986)-  41 23 42.04733(N)    071 50 39.38265(W) AD(       ) 2
 LW5378  NGVD 29 (05/30/90)   21.84   (m)           71.7    (f) LEVELING    3  
 LW5378
 LW5378.Superseded values are not recommended for survey control.
 LW5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5378.See file dsdata.txt to determine how the superseded data were derived.
 LW5378
 LW5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6221486513(NAD 83)
 LW5378_MARKER: DD = SURVEY DISK
 LW5378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW5378_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5378+STABILITY: SURFACE MOTION
 LW5378
 LW5378  HISTORY     - Date     Condition        Report By
 LW5378  HISTORY     - 1987     MONUMENTED       RIGS
 LW5378
 LW5378                          STATION DESCRIPTION
 LW5378
 LW5378'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW5378'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 LW5378'SOUTHWEST OF WHITE ROCK CENTER.
 LW5378'OWNERSHIP--STATE OF CONNECTICUT RIGHT OF WAY.
 LW5378'
 LW5378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 78 AND CONN
 LW5378'STATE HIGHWAY 2, WHICH IS ABOUT 2.1 KM (1.3 MI) NORTH-NORTHWEST OF
 LW5378'WESTERLY, GO NORTH FOR 0.08 KM (0.05 MI) ON HIGHWAY 2 TO THE STATION
 LW5378'ON THE RIGHT.
 LW5378'
 LW5378'THE STATION IS A STANDARD RIGS DISK
 LW5378'STAMPED---CON 001 1987---,
 LW5378'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW5378'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW5378'20.5 METERS (67.3 FT) NORTH FROM THE NORTHEAST CORNER POST OF A
 LW5378'CHAIN LINK FENCE SURROUNDING A PARK-AND-RIDE LOT,
 LW5378'5.9 METERS (19.5 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF AN
 LW5378'UNUSED HIGHWAY RECONSTRUCTION EXIT RAMP GOING FROM HIGHWAY 78 TO
 LW5378'HIGHWAY 2,
 LW5378'2.9 METERS (6.4 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A SQUARE
 LW5378'METAL CATCH BASIN RIM,
 LW5378'1.0 METERS (3.3 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 LW5378'
 LW5378'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3901 ***********************************************************************
 LX3901  DESIGNATION -  CONE
 LX3901  PID         -  LX3901
 LX3901  STATE/COUNTY-  CT/FAIRFIELD
 LX3901  USGS QUAD   -  STAMFORD (1984)
 LX3901
 LX3901                         *CURRENT SURVEY CONTROL
 LX3901  ___________________________________________________________________
 LX3901* NAD 83(1996)-  41 01 26.80628(N)    073 31 11.47179(W)     ADJUSTED  
 LX3901* NAVD 88     -                                                        
 LX3901  ___________________________________________________________________
 LX3901  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LX3901  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3901
 LX3901  HORZ ORDER  -  THIRD
 LX3901
 LX3901.The horizontal coordinates were established by classical geodetic methods
 LX3901.and adjusted by the National Geodetic Survey in August 1998..
 LX3901
 LX3901
 LX3901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3901
 LX3901.The geoid height was determined by GEOID03.
 LX3901
 LX3901;                    North         East     Units Scale Factor Converg.
 LX3901;SPC CT       -   173,876.110   240,051.877   MT  1.00002243   -0 30 37.7
 LX3901;SPC CT       -   570,458.54    787,570.20   sFT  1.00002243   -0 30 37.7
 LX3901;SPC NY L     -    95,328.060   340,382.285   MT  0.99999950   +0 18 50.6
 LX3901;SPC NY L     -   312,755.48  1,116,737.55   sFT  0.99999950   +0 18 50.6
 LX3901;UTM  18      - 4,542,488.974   624,439.172   MT  0.99979059   +0 58 18.0
 LX3901
 LX3901                          SUPERSEDED SURVEY CONTROL
 LX3901
 LX3901  NAD 83(1992)-  41 01 26.80559(N)    073 31 11.47128(W) AD(       ) 4
 LX3901  NAD 83(1986)-  41 01 26.80619(N)    073 31 11.47287(W) AD(       ) 4
 LX3901  NAD 27      -  41 01 26.44000(N)    073 31 13.07000(W) AD(       ) 3
 LX3901
 LX3901.Superseded values are not recommended for survey control.
 LX3901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3901.See file dsdata.txt to determine how the superseded data were derived.
 LX3901
 LX3901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2443942489(NAD 83)
 LX3901
 LX3901  HISTORY     - Date     Condition        Report By
 LX3901  HISTORY     - 1931     MONUMENTED       CGS
 LX3901  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3901  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX3901  HISTORY     - 1987     POOR             USPSQD
 LX3901
 LX3901                          STATION DESCRIPTION
 LX3901
 LX3901'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3901'THE EASTERLY, RED CONE ON A PROMINENT RED ROOFED HOUSE OF 2
 LX3901'CONES ON SHIPPAN POINT.  THE ESTATE ON WHICH THIS HOUSE STANDS
 LX3901'WAS BOUGHT IN 1931 BY A MR. COMPANION.  THE HOUSE IS ON OCEAN
 LX3901'DRIVE EAST, SHIPPAN POINT, STAMFORD, CONNECTICUT.  FROM
 LX3901'SEAWARD THERE APPEARS TO BE MANY RED CUPOLAS ON THIS HOUSE,
 LX3901'BUT THESE ARE ACTUALLY ON A LARGE BARN, ON THE SAME ESTATE,
 LX3901'TO THE NORTHWARD OF THE HOUSE.  THE CONES, HOWEVER, ARE TALLER
 LX3901'THAN THE CUPOLAS.
 LX3901
 LX3901                          STATION RECOVERY (1933)
 LX3901
 LX3901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3901'STATION RECOVERED AS DESCRIBED.  RECOVERED BY W.N. MARTIN.
 LX3901'
 LX3901'IN JANUARY 1935, MR. D.M. KYLE REPORTED THAT THIS BUILDING
 LX3901'WAS BEING DEMOLISHED.  THIS STATION SHOULD NOW BE MARKED LOST.
 LX3901
 LX3901                          STATION RECOVERY (1984)
 LX3901
 LX3901'RECOVERY NOTE BY US POWER SQUADRON 1984 (WHS)
 LX3901'IN JANUARY 1935 MR. D.M. KYLE REPORTED THIS BUILDING AS BEING
 LX3901'DEMOLISHED.  THIS STATION SHOULD NOW BE MARKED LOST.
 LX3901'
 LX3901'THE GEODETIC INDEX DOES NOT INDICATE THIS MARK AS LOST.
 LX3901
 LX3901                          STATION RECOVERY (1987)
 LX3901
 LX3901'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRH)
 LX3901'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5233 ***********************************************************************
 LX5233  DESIGNATION -  CONN LIGHT AND POWER CO TANK
 LX5233  PID         -  LX5233
 LX5233  STATE/COUNTY-  CT/NEW LONDON
 LX5233  USGS QUAD   -  NEW LONDON (1984)
 LX5233
 LX5233                         *CURRENT SURVEY CONTROL
 LX5233  ___________________________________________________________________
 LX5233* NAD 83(1996)-  41 21 23.97053(N)    072 05 37.29686(W)     ADJUSTED  
 LX5233* NAVD 88     -                                                        
 LX5233  ___________________________________________________________________
 LX5233  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LX5233  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5233
 LX5233  HORZ ORDER  -  THIRD
 LX5233
 LX5233.The horizontal coordinates were established by classical geodetic methods
 LX5233.and adjusted by the National Geodetic Survey in August 1998..
 LX5233
 LX5233
 LX5233.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5233
 LX5233.The geoid height was determined by GEOID03.
 LX5233
 LX5233;                    North         East     Units Scale Factor Converg.
 LX5233;SPC CT       -   210,728.040   359,719.151   MT  0.99998789   +0 26 06.6
 LX5233;SPC CT       -   691,363.58  1,180,178.58   sFT  0.99998789   +0 26 06.6
 LX5233;UTM  18      - 4,582,426.774   743,115.908   MT  1.00032746   +1 55 16.6
 LX5233
 LX5233                          SUPERSEDED SURVEY CONTROL
 LX5233
 LX5233  NAD 83(1992)-  41 21 23.96937(N)    072 05 37.29604(W) AD(       ) 4
 LX5233  NAD 83(1986)-  41 21 23.97029(N)    072 05 37.30053(W) AD(       ) 4
 LX5233  NAD 27      -  41 21 23.64500(N)    072 05 39.03500(W) AD(       ) 3
 LX5233
 LX5233.Superseded values are not recommended for survey control.
 LX5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5233.See file dsdata.txt to determine how the superseded data were derived.
 LX5233
 LX5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4311682427(NAD 83)
 LX5233_MARKER: 53 = ELEVATED TANK
 LX5233
 LX5233  HISTORY     - Date     Condition        Report By
 LX5233  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5233  HISTORY     - 1960     GOOD             CGS
 LX5233  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5233
 LX5233                          STATION DESCRIPTION
 LX5233
 LX5233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5233'THE CONSTANT PRESSURE GAS TANK OF THE CONNECTICUT LIGHT AND POWER
 LX5233'COMPANY IS ON THE W BANK OF THE THAMES RIVER, AT THE FOOT OF
 LX5233'DOUGLAS STREET, JUST E OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX5233'RAILROAD AND AT THE SOUTHERN END OF A TWO-STORY BRICK PLANT.  THE
 LX5233'GAS-HOLDER IS MADE OF STEEL PLATE AND SUPPORTED IN A STEEL
 LX5233'H-SECTION FRAME.
 LX5233'
 LX5233'THE STATION IS THE CENTER LINE OF THE TANK.  HEIGHT ABOUT
 LX5233'100 FEET.
 LX5233
 LX5233                          STATION RECOVERY (1960)
 LX5233
 LX5233'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5233'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.C.M. IN
 LX5233'1934.  THE TANK BELONGED TO THE CONNECTICUT POWER CO. OF NEW
 LX5233'LONDON, WHICH HAS BEEN RENAMED THE HARTFORD ELECTRIC LIGHT CO.
 LX5233'
 LX5233'THIS STATION HAS BEEN CONFUSED WITH CONNECTICUT LIGHT AND POWER
 LX5233'CO. TANK (EL), 1934, WHICH IS ABOUT 4 MILES NORTH OF NEW LONDON.
 LX5233
 LX5233                          STATION RECOVERY (1984)
 LX5233
 LX5233'RECOVERY NOTE BY US POWER SQUADRON 1984 (HJW)
 LX5233'TANK HAS BEEN REMOVED.  AREA NO LONGER AS DESCRIBED.  BLDG IS NOW
 LX5233'THAMES SHIPYARD PROPERTY.  REDEVELOPMENT REMOVED DOUGLAS ST., FOR
 LX5233'PROGRESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5070 ***********************************************************************
 LX5070  DESIGNATION -  CONNECTICUT COLLEGE FLAGPOLE
 LX5070  PID         -  LX5070
 LX5070  STATE/COUNTY-  CT/NEW LONDON
 LX5070  USGS QUAD   -  UNCASVILLE (1984)
 LX5070
 LX5070                         *CURRENT SURVEY CONTROL
 LX5070  ___________________________________________________________________
 LX5070* NAD 83(1996)-  41 22 44.78781(N)    072 06 17.37494(W)     ADJUSTED  
 LX5070* NAVD 88     -                                                        
 LX5070  ___________________________________________________________________
 LX5070  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LX5070  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5070
 LX5070  HORZ ORDER  -  THIRD
 LX5070
 LX5070.The horizontal coordinates were established by classical geodetic methods
 LX5070.and adjusted by the National Geodetic Survey in August 1998..
 LX5070
 LX5070
 LX5070.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5070
 LX5070.The geoid height was determined by GEOID03.
 LX5070
 LX5070;                    North         East     Units Scale Factor Converg.
 LX5070;SPC CT       -   213,214.160   358,768.981   MT  0.99998676   +0 25 40.0
 LX5070;SPC CT       -   699,520.12  1,177,061.23   sFT  0.99998676   +0 25 40.0
 LX5070;UTM  18      - 4,584,888.237   742,101.221   MT  1.00032139   +1 54 53.1
 LX5070
 LX5070                          SUPERSEDED SURVEY CONTROL
 LX5070
 LX5070  NAD 83(1992)-  41 22 44.78670(N)    072 06 17.37417(W) AD(       ) 4
 LX5070  NAD 83(1986)-  41 22 44.78770(N)    072 06 17.37833(W) AD(       ) 4
 LX5070  NAD 27      -  41 22 44.44400(N)    072 06 19.10200(W) AD(       ) 3
 LX5070
 LX5070.Superseded values are not recommended for survey control.
 LX5070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5070.See file dsdata.txt to determine how the superseded data were derived.
 LX5070
 LX5070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4210184888(NAD 83)
 LX5070_MARKER: 62 = FLAGPOLE
 LX5070
 LX5070  HISTORY     - Date     Condition        Report By
 LX5070  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5070  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5070  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5070  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 LX5070  HISTORY     - 1989     GOOD             USPSQD
 LX5070
 LX5070                          STATION DESCRIPTION
 LX5070
 LX5070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5070'THE FLAGPOLE AT CONNECTICUT COLLEGE IS IN THE EASTERN PART OF
 LX5070'THE CAMPUS OVERLOOKING THE THAMES RIVER AND W OF MOHEGAN
 LX5070'AVENUE.  IT IS ABOUT 100 FEET E OF THE DRIVE ON THE E SIDE OF
 LX5070'THE BUILDINGS.  IT IS ABOUT 15 INCHES IN DIAMETER AND IN 2
 LX5070'SECTIONS.  THE TOP SECTION IS ON THE E SIDE OF THE BOTTOM
 LX5070'SECTION.
 LX5070'
 LX5070'THE STATION IS THE CENTER LINE OF THE BOTTOM SECTION OF THE
 LX5070'POLE.  HEIGHT ABOUT 75 FEET ABOVE GROUND.
 LX5070
 LX5070                          STATION RECOVERY (1948)
 LX5070
 LX5070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5070'THE ORIGINAL FLAGPOLE WAS DESTROYED IN A STORM IN 1938 AND
 LX5070'REPLACED WITH A STEEL POLE APPROXIMATELY 5 INCHES IN
 LX5070'DIAMETER.  THIS NEW POLE IS IN THE SAME HORIZONTAL POSITION AS
 LX5070'THE OLD POLE, ACCORDING TO MR. VANDERVEER, COLLEGE ENGINEER.
 LX5070
 LX5070                          STATION RECOVERY (1954)
 LX5070
 LX5070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5070'STATION RECOVERED AS DESCRIBED IN THE 1948 RECOVERY NOTE BY R.J.S.
 LX5070
 LX5070                          STATION RECOVERY (1983)
 LX5070
 LX5070'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX5070'CONN. COLLEGE FLAG POLE RECOVERED GOOD, RECOVERED AS DESCRIBED.
 LX5070'
 LX5070'THERE IS ANOTHER FLAG POLE APPROX. 150 FT. FROM THIS STATION,
 LX5070'SOUTH.
 LX5070
 LX5070                          STATION RECOVERY (1989)
 LX5070
 LX5070'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5071 ***********************************************************************
 LX5071  DESIGNATION -  CONNECTICUT LT AND PWR TANK
 LX5071  PID         -  LX5071
 LX5071  STATE/COUNTY-  CT/NEW LONDON
 LX5071  USGS QUAD   -  UNCASVILLE (1984)
 LX5071
 LX5071                         *CURRENT SURVEY CONTROL
 LX5071  ___________________________________________________________________
 LX5071* NAD 83(1996)-  41 25 41.54221(N)    072 06 11.65856(W)     ADJUSTED  
 LX5071* NAVD 88     -                                                        
 LX5071  ___________________________________________________________________
 LX5071  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LX5071  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5071
 LX5071  HORZ ORDER  -  THIRD
 LX5071
 LX5071.The horizontal coordinates were established by classical geodetic methods
 LX5071.and adjusted by the National Geodetic Survey in August 1998..
 LX5071
 LX5071
 LX5071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5071
 LX5071.The geoid height was determined by GEOID03.
 LX5071
 LX5071;                    North         East     Units Scale Factor Converg.
 LX5071;SPC CT       -   218,667.880   358,860.991   MT  0.99998483   +0 25 43.8
 LX5071;SPC CT       -   717,412.87  1,177,363.10   sFT  0.99998483   +0 25 43.8
 LX5071;UTM  18      - 4,590,344.338   742,051.574   MT  1.00032109   +1 55 03.6
 LX5071
 LX5071                          SUPERSEDED SURVEY CONTROL
 LX5071
 LX5071  NAD 83(1992)-  41 25 41.54116(N)    072 06 11.65786(W) AD(       ) 4
 LX5071  NAD 83(1986)-  41 25 41.54208(N)    072 06 11.66124(W) AD(       ) 4
 LX5071  NAD 27      -  41 25 41.19500(N)    072 06 13.37300(W) AD(       ) 3
 LX5071
 LX5071.Superseded values are not recommended for survey control.
 LX5071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5071.See file dsdata.txt to determine how the superseded data were derived.
 LX5071
 LX5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4205290344(NAD 83)
 LX5071_MARKER: 53 = ELEVATED TANK
 LX5071
 LX5071  HISTORY     - Date     Condition        Report By
 LX5071  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5071  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5071  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX5071
 LX5071                          STATION DESCRIPTION
 LX5071
 LX5071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5071'THE TANK OF THE CONNECTICUT LIGHT AND POWER COMPANY IS W OF THE
 LX5071'PLANT AND W OF THE CENTRAL VERMONT RAILROAD.  IT IS A CYLINDRICAL
 LX5071'STEEL PLATE STRUCTURE, WITH A CONICAL TOP AND A SEMI-SPHERICAL
 LX5071'BOTTOM, SUPPORTED ON A 4 BUILT-UP STEEL COLUMNS.  THERE IS A VERY
 LX5071'NARROW BALCONY AROUND THE BASE OF THE TANK.
 LX5071'
 LX5071'THE STATION IS THE APEX OF THE TANK.  HEIGHT ABOUT 125 FEET ABOVE
 LX5071'GROUND.
 LX5071
 LX5071                          STATION RECOVERY (1961)
 LX5071
 LX5071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5071'STATION WAS DESTROYED.  TANK WAS RAZED FOR PLANT EXPANSION.
 LX5071
 LX5071                          STATION RECOVERY (1989)
 LX5071
 LX5071'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3630 ***********************************************************************
 LX3630  DESIGNATION -  CONNY
 LX3630  PID         -  LX3630
 LX3630  STATE/COUNTY-  CT/LITCHFIELD
 LX3630  USGS QUAD   -  SHARON (1969)
 LX3630
 LX3630                         *CURRENT SURVEY CONTROL
 LX3630  ___________________________________________________________________
 LX3630* NAD 83(1996)-  41 57 11.74603(N)    073 28 59.13606(W)     ADJUSTED  
 LX3630* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 LX3630  ___________________________________________________________________
 LX3630  LAPLACE CORR-           9.29  (seconds)                    DEFLEC99
 LX3630  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3630
 LX3630  HORZ ORDER  -  SECOND
 LX3630
 LX3630.The horizontal coordinates were established by classical geodetic methods
 LX3630.and adjusted by the National Geodetic Survey in August 1998..
 LX3630
 LX3630.The orthometric height was scaled from a topographic map.
 LX3630
 LX3630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3630
 LX3630.The geoid height was determined by GEOID03.
 LX3630
 LX3630;                    North         East     Units Scale Factor Converg.
 LX3630;SPC CT       -   277,039.448   244,018.969   MT  1.00000992   -0 29 09.9
 LX3630;SPC CT       -   908,920.26    800,585.57   sFT  1.00000992   -0 29 09.9
 LX3630;SPC NY E     -   346,909.508   234,305.161   MT  0.99998743   +0 40 47.5
 LX3630;SPC NY E     - 1,138,152.28    768,716.18   sFT  0.99998743   +0 40 47.5
 LX3630;UTM  18      - 4,645,699.776   625,720.074   MT  0.99979449   +1 00 51.2
 LX3630
 LX3630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3630!SPC CT       -   0.99995979  x   1.00000992  =   0.99996971
 LX3630!SPC NY E     -   0.99995979  x   0.99998743  =   0.99994722
 LX3630!UTM  18      -   0.99995979  x   0.99979449  =   0.99975429
 LX3630
 LX3630|---------------------------------------------------------------------|
 LX3630| PID    Reference Object                     Distance      Geod. Az  |
 LX3630|                                                           dddmmss.s |
 LX3630| CB3867 CONNY RM 1                           18.032 METERS 06319     |
 LX3630| CB3868 CONNY RM 2                           24.305 METERS 16016     |
 LX3630| LX3629 INDIAN                              APPROX. 2.3 KM 1862722.5 |
 LX3630|---------------------------------------------------------------------|
 LX3630
 LX3630                          SUPERSEDED SURVEY CONTROL
 LX3630
 LX3630  NAD 83(1996)-  41 57 11.74606(N)    073 28 59.13629(W) AD(       ) 2
 LX3630  NAD 83(1992)-  41 57 11.74641(N)    073 28 59.13715(W) AD(       ) 2
 LX3630  NAD 83(1992)-  41 57 11.74745(N)    073 28 59.13757(W) AD(       ) 2
 LX3630  NAD 83(1986)-  41 57 11.74750(N)    073 28 59.13423(W) AD(       ) 2
 LX3630  NAD 27      -  41 57 11.41400(N)    073 29 00.68800(W) AD(       ) 2
 LX3630
 LX3630.Superseded values are not recommended for survey control.
 LX3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3630.See file dsdata.txt to determine how the superseded data were derived.
 LX3630
 LX3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2572045700(NAD 83)
 LX3630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3630
 LX3630  HISTORY     - Date     Condition        Report By
 LX3630  HISTORY     - 1938     MONUMENTED       CTGS
 LX3630  HISTORY     - 1948     SEE DESCRIPTION  USGS
 LX3630
 LX3630                          STATION DESCRIPTION
 LX3630
 LX3630'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3630'ON A PROMINENT HILL ABOUT 0.3 MILE SOUTH OF U.S. HIGHWAY 44 AND
 LX3630'ABOUT 0.8 MILE EAST OF THE CONNECTICUT-NEW YORK BOUNDARY LINE,
 LX3630'IN A HAY FIELD ON THE HILL, ABOUT 100 PACES EAST OF THE STONE
 LX3630'WALL RUNNING NORTH-SOUTH.  THE FIELD IS PARTLY CULTIVATED ABOUT
 LX3630'50 PACES SOUTH OF THE STATION.  STATION IS STAMPED CONNY-1938.
 LX3630'
 LX3630'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 61 AND 4 IN
 LX3630'GOSHEN, CONN., GO NORTH FOR 5.55 MILES TO THE END OF STATE
 LX3630'HIGHWAY 61 AT THE CORNWALL TOWN LINE.  BEAR LEFT (WEST) FOR
 LX3630'0.85 MILE TO STATE HIGHWAY 43.  TURN RIGHT (NORTH) CONTINUING
 LX3630'4.85 MILES TO JUNCTION OF STATE HIGHWAYS 43 AND 126.  TURN LEFT
 LX3630'(NORTHWEST) ON STATE HIGHWAY 126 AND GO 2.1 MILES TO JUNCTION
 LX3630'OF STATE HIGHWAY 126 AND U.S. HIGHWAY 7.  TURN LEFT
 LX3630'(SOUTH-SOUTHWEST) ON U.S. HIGHWAY 7 AND GO 1.85 MILES TO
 LX3630'JUNCTION OF U.S. HIGHWAY 7 AND STATE HIGHWAY 112.  TURN RIGHT
 LX3630'(WEST) ON STATE HIGHWAY 112 AND GO 4.9 MILES TO JUNCTION OF
 LX3630'STATE HIGHWAYS 112 AND 41.  CONTINUE ON STATE HIGHWAY 112
 LX3630'(WEST) FOR 0.8 MILE TO END OF IMPROVED ROAD.  CONTINUE
 LX3630'0.65 MILE ON DIRT ROAD TO TAR ROAD RUNNING NORTH-SOUTH.
 LX3630'TURN RIGHT (NORTH) AND GO 0.45 MILE TO U.S. HIGHWAY 44.  TURN
 LX3630'LEFT (WEST) ON U.S. HIGHWAY 44 AND GO 1.4 MILES TO BARWAY ON
 LX3630'RIGHT (SOUTH) SIDE OF ROAD AND BARN ON THE LEFT.  TURN LEFT
 LX3630'(SOUTH) THRU BARWAY, GOING UPHILL THRU HAY FIELD,
 LX3630'FOLLOWING WAGON ROAD AND STONE WALL RUNNING NORTH-SOUTH FOR
 LX3630'0.3 MILE TO TOP OF HILL.  TURN LEFT (EAST) AND GO
 LX3630'ABOUT 300 FEET TO STATION.
 LX3630'
 LX3630'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX3630'DISKS SET IN CONCRETE, NOTES 1A, 7A AND 11A.
 LX3630'
 LX3630'UNDERGROUND STATION MARK IS 40 INCHES BELOW AND EXACTLY UNDER
 LX3630'THE SURFACE STATION MARK.  6 INCHES OF DIRT SEPARATE THE
 LX3630'UNDERGROUND STATION MARK FROM THE SURFACE STATION
 LX3630'MARK.  UNDERGROUND MARK IS STAMPED CONNY-1938.
 LX3630'
 LX3630'REFERENCE MARK NO. 1 IS 59.16 FEET NORTHEAST OF STATION, AND
 LX3630'IS STAMPED CONNY-1938-NO. 1.  REFERENCE MARK NO. 2 IS 79.74
 LX3630'FEET SOUTHEAST OF STATION, AND STAMPED CONNY-1938-NO. 2.
 LX3630'
 LX3630'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 LX3630
 LX3630                          STATION RECOVERY (1948)
 LX3630
 LX3630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LX3630'THE STATION WAS NOT FOUND.  THE HAYFIELD IS PLOWED UP NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5469 ***********************************************************************
 LX5469  DESIGNATION -  CONSTANTINE
 LX5469  PID         -  LX5469
 LX5469  STATE/COUNTY-  CT/NEW LONDON
 LX5469  USGS QUAD   -  NIANTIC (1983)
 LX5469
 LX5469                         *CURRENT SURVEY CONTROL
 LX5469  ___________________________________________________________________
 LX5469* NAD 83(1996)-  41 19 32.09549(N)    072 10 38.69379(W)     ADJUSTED  
 LX5469* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5469  ___________________________________________________________________
 LX5469  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 LX5469  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5469
 LX5469  HORZ ORDER  -  SECOND
 LX5469
 LX5469.The horizontal coordinates were established by classical geodetic methods
 LX5469.and adjusted by the National Geodetic Survey in August 1998..
 LX5469
 LX5469.The orthometric height was scaled from a topographic map.
 LX5469
 LX5469.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5469
 LX5469.The geoid height was determined by GEOID03.
 LX5469
 LX5469;                    North         East     Units Scale Factor Converg.
 LX5469;SPC CT       -   207,226.979   352,736.477   MT  0.99998970   +0 22 46.8
 LX5469;SPC CT       -   679,877.18  1,157,269.59   sFT  0.99998970   +0 22 46.8
 LX5469;SPC NY L     -   130,285.524   452,579.932   MT  1.00002929   +1 11 31.6
 LX5469;SPC NY L     -   427,445.09  1,484,839.33   sFT  1.00002929   +1 11 31.6
 LX5469;UTM  18      - 4,578,744.691   736,224.153   MT  1.00028680   +1 51 53.0
 LX5469
 LX5469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5469!SPC CT       -   1.00000468  x   0.99998970  =   0.99999438
 LX5469!SPC NY L     -   1.00000468  x   1.00002929  =   1.00003398
 LX5469!UTM  18      -   1.00000468  x   1.00028680  =   1.00029149
 LX5469
 LX5469:                Primary Azimuth Mark                     Grid Az
 LX5469:SPC CT       -  BERGGREN CHIMNEY                         038 24 45.4
 LX5469:SPC NY L     -  BERGGREN CHIMNEY                         037 36 00.6
 LX5469:UTM  18      -  BERGGREN CHIMNEY                         036 55 39.2
 LX5469
 LX5469|---------------------------------------------------------------------|
 LX5469| PID    Reference Object                     Distance      Geod. Az  |
 LX5469|                                                           dddmmss.s |
 LX5469| LX5502 BERGGREN CHIMNEY                    APPROX. 0.7 KM 0384732.2 |
 LX5469| CZ7220 CONSTANTINE RM 1                     27.200 METERS 04819     |
 LX5469| LX5501 BOB WHITE CHIMNEY                   363.111 METERS 05527     |
 LX5469| CZ7221 CONSTANTINE RM 2                      8.700 METERS 12240     |
 LX5469| LX5474 NIANTIC RIVER HWY BRIDGE DRAW       147.473 METERS 14632     |
 LX5469| LX5471 NIANTIC                             APPROX. 0.6 KM 1783354.4 |
 LX5469| LX5435 CRESCENT BEACH DANCEHALL TOWER      APPROX. 2.9 KM 2432702.3 |
 LX5469| LX5460 HOWARDS CHIMNEY                     APPROX. 0.8 KM 2871645.0 |
 LX5469| LX5487 CAMP CROSS FLAGPOLE                 APPROX. 1.2 KM 2963730.0 |
 LX5469| LX5491 CAMP CROSS STACK                    APPROX. 1.2 KM 3152512.4 |
 LX5469|---------------------------------------------------------------------|
 LX5469
 LX5469                          SUPERSEDED SURVEY CONTROL
 LX5469
 LX5469  NAD 83(1992)-  41 19 32.09434(N)    072 10 38.69312(W) AD(       ) 2
 LX5469  NAD 83(1986)-  41 19 32.09595(N)    072 10 38.69774(W) AD(       ) 2
 LX5469  NAD 27      -  41 19 31.75300(N)    072 10 40.42200(W) AD(       ) 2
 LX5469
 LX5469.Superseded values are not recommended for survey control.
 LX5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5469.See file dsdata.txt to determine how the superseded data were derived.
 LX5469
 LX5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3622478745(NAD 83)
 LX5469_MARKER: DS = TRIANGULATION STATION DISK
 LX5469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5469+STABILITY: SURFACE MOTION
 LX5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5469+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 LX5469
 LX5469  HISTORY     - Date     Condition        Report By
 LX5469  HISTORY     - 1934     MONUMENTED       CGS
 LX5469  HISTORY     - 1939     SEE DESCRIPTION  USE
 LX5469  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5469  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5469  HISTORY     - 1984     GOOD             USPSQD
 LX5469  HISTORY     - 1989     GOOD             USPSQD
 LX5469  HISTORY     - 20011001 GOOD             USPSQD
 LX5469  HISTORY     - 20050405 GOOD             USPSQD
 LX5469
 LX5469                          STATION DESCRIPTION
 LX5469
 LX5469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5469'THE STATION IS LOCATED ON THE E SIDE OF THE NIANTIC RIVER AND
 LX5469'ON THE FIRST POINT N OF THE HIGHWAY BRIDGE.  THE POINT IS VERY
 LX5469'SHARP AND STEEP AND HAS BEEN FILLED IN.  IT IS MARKED BY A STANDARD
 LX5469'DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST
 LX5469'FLUSH WITH THE GROUND AND AT THE EDGE OF THE BANK.  THE
 LX5469'SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 LX5469'CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX5469'
 LX5469'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LX5469'CONCRETE.  REFERENCE MARKS NO.1
 LX5469'AND NO.2 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK.
 LX5469'
 LX5469'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN THE TOPS
 LX5469'OF CONCRETE POSTS, 12- BY 12- BY 30 INCHES, NEAR THE EDGE OF THE
 LX5469'BANK AND BEARING NE AND SE OF THE STATION RESPECTIVELY.
 LX5469'
 LX5469'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5469
 LX5469                          STATION RECOVERY (1939)
 LX5469
 LX5469'RECOVERY NOTE BY US ENGINEERS 1939
 LX5469'MONUMENT IS TIPPED OFF STATION AND ONE SIDE IS PARTIALLY EXPOSED,
 LX5469'DUE TO THE WASH OF THE BANK BY THE STORM ACCOMPANYING THE
 LX5469'HURRICANE OF SEPTEMBER 1938.
 LX5469'
 LX5469'THE REFERENCE MARKS ARE IN GOOD ORDER.
 LX5469
 LX5469                          STATION RECOVERY (1954)
 LX5469
 LX5469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5469'STATION AND REFERENCE MARK 2 NOT RECOVERED.  REFERENCE MARK 1
 LX5469'RECOVERED IN GOOD CONDITION.  THE DISTANCE FROM REFERENCE MARK 1
 LX5469'WAS CHAINED, AND THE AREA DUG TO A DEPTH OF APPROXIMATE 2 FT., BUT
 LX5469'THE STATION WAS NOT FOUND.  THE AREA APPEARS TO HAVE BEEN FILLED
 LX5469'IN, AND THE STATION MIGHT STILL BE IN PLACE BUT BURIED BY
 LX5469'CONSIDERABLE FILL.
 LX5469
 LX5469                          STATION RECOVERY (1968)
 LX5469
 LX5469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5469'RECOVERED.  THE UNDERGROUND MARK, R.M. NO. 1, AND R.M. NO. 2 WERE
 LX5469'RECOVERED AS DESCRIBED BY G.C.M.  THE SURFACE STATION MARK WAS FOUND
 LX5469'TILTED AND WAS PLUMBED OVER THE UNDERGROUND MARK BY THIS PARTY.
 LX5469
 LX5469                          STATION RECOVERY (1984)
 LX5469
 LX5469'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5469'CONSTANTINE 1934 FOUND GOOD.
 LX5469'CONSTANTINE 1934 RM 1 FOUND FADED.
 LX5469'CONSTANTINE 1934 RM 2 FOUND GOOD--LOCATED FOUR INCHES BELOW SURFACE
 LX5469'OF LAWN.
 LX5469
 LX5469                          STATION RECOVERY (1989)
 LX5469
 LX5469'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5469'RECOVERED IN GOOD CONDITION.
 LX5469
 LX5469                          STATION RECOVERY (2001)
 LX5469
 LX5469'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5469'RECOVERED IN GOOD CONDITION.
 LX5469
 LX5469                          STATION RECOVERY (2005)
 LX5469
 LX5469'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7579 ***********************************************************************
 LX7579  DESIGNATION -  CONTROL
 LX7579  PID         -  LX7579
 LX7579  STATE/COUNTY-  CT/FAIRFIELD
 LX7579  USGS QUAD   -  BRIDGEPORT (1984)
 LX7579
 LX7579                         *CURRENT SURVEY CONTROL
 LX7579  ___________________________________________________________________
 LX7579* NAD 83(1996)-  41 09 48.57067(N)    073 07 41.82898(W)     ADJUSTED  
 LX7579* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 LX7579  ___________________________________________________________________
 LX7579  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LX7579  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7579
 LX7579  HORZ ORDER  -  FIRST
 LX7579
 LX7579.This mark is at Igor I Sikorsky Mem Airport (BDR)
 LX7579
 LX7579.The horizontal coordinates were established by classical geodetic methods
 LX7579.and adjusted by the National Geodetic Survey in August 1998..
 LX7579
 LX7579.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7579
 LX7579.Photographs are available for this station.
 LX7579
 LX7579.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7579
 LX7579.The geoid height was determined by GEOID03.
 LX7579
 LX7579;                    North         East     Units Scale Factor Converg.
 LX7579;SPC CT       -   189,136.203   273,052.214   MT  1.00000389   -0 15 03.0
 LX7579;SPC CT       -   620,524.36    895,838.81   sFT  1.00000389   -0 15 03.0
 LX7579;UTM  18      - 4,558,595.009   657,028.200   MT  0.99990348   +1 13 56.0
 LX7579
 LX7579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7579!SPC CT       -   1.00000184  x   1.00000389  =   1.00000573
 LX7579!UTM  18      -   1.00000184  x   0.99990348  =   0.99990532
 LX7579
 LX7579                          SUPERSEDED SURVEY CONTROL
 LX7579
 LX7579  NAD 83(1992)-  41 09 48.56970(N)    073 07 41.82841(W) AD(       ) 1
 LX7579  NAD 83(1986)-  41 09 48.57315(N)    073 07 41.83287(W) AD(       ) 1
 LX7579  NAD 83(1986)-  41 09 48.57325(N)    073 07 41.83159(W) AD(       ) 1
 LX7579  NGVD 29 (01/16/90)   18.5    (m)           61.     (f) VERT ANG       
 LX7579
 LX7579.Superseded values are not recommended for survey control.
 LX7579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7579.See file dsdata.txt to determine how the superseded data were derived.
 LX7579
 LX7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5702858595(NAD 83)
 LX7579_MARKER: DS = TRIANGULATION STATION DISK
 LX7579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7579_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7579+STABILITY: SURFACE MOTION
 LX7579
 LX7579  HISTORY     - Date     Condition        Report By
 LX7579  HISTORY     - 1982     MONUMENTED       NGS
 LX7579
 LX7579                          STATION DESCRIPTION
 LX7579
 LX7579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7579'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) WEST OF BRIDGEPORT
 LX7579'HARBOR, 4.0 KM (2.5 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 1
 LX7579'AND STATE HIGHWAY 113, AND 2.6 KM (1.6 MI) WEST-NORTHWEST OF
 LX7579'STRATFORD POINT, ON THE ROOF OF THE CONTROL TOWER OF THE
 LX7579'BRIDGEPORT MUNICIPAL AIRPORT.
 LX7579'OWNERSHIP--BRIDGEPORT MUNICIPAL AIRPORT,
 LX7579'MR ROBERT RICHARDSON, CHIEF CONTROLLER, PHONE NUMBER 203-375-3911.
 LX7579'
 LX7579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX7579'STATE HIGHWAY 113 IN STRATFORD, GO SOUTH ON STATE HIGHWAY 113
 LX7579'FOR 2.7 KM (1.7 MI) TO A SIDE ROAD RIGHT, TURN RIGHT, WEST, ON
 LX7579'THE PAVED ROAD FOR 1.3 KM (0.8 MI) TO A PAVED ROAD
 LX7579'LEFT, TURN SHARP LEFT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI) TO
 LX7579'AZIMUTH MARK ON LEFT AT ENTRANCE TO THE AIRPORT, TURN LEFT
 LX7579'NORTHEAST, ON THE PAVED ROAD LEADING TO THE SIKORSKY
 LX7579'MEMORIAL AIRPORT FOR 0.5 KM (0.3 MI) TO THE CONTROL TOWER ON RIGHT
 LX7579'AND STATION ON TOP.
 LX7579'
 LX7579'THE STATION IS A STANDARD NGS DISK
 LX7579'STAMPED---CONTROL 1982---,
 LX7579'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 2 CM ON A SIDE
 LX7579'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7579'6.83 METERS (22.4 FT) NORTHEAST FROM THE SOUTHWEST RAIL CORNER,
 LX7579'5.64 METERS (18.5 FT) SOUTHEAST FROM THE NORTHWEST RAIL CORNER,
 LX7579'5.15 METERS (16.9 FT) SOUTHWEST FROM THE NORTHEAST RAIL CORNER AND
 LX7579'3.44 METERS (11.3 FT) NORTHWEST FROM THE SOUTHEAST RAIL CORNER.
 LX7579'
 LX7579'NO REFERENCE MARKS WERE ESTABLISHED.
 LX7579'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX7579'
 LX7579'DESCRIBED BY J. ZABITCHUCK, CHECKED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7580 ***********************************************************************
 LX7580  DESIGNATION -  CONTROL AZ MK
 LX7580  PID         -  LX7580
 LX7580  STATE/COUNTY-  CT/FAIRFIELD
 LX7580  USGS QUAD   -  BRIDGEPORT (1984)
 LX7580
 LX7580                         *CURRENT SURVEY CONTROL
 LX7580  ___________________________________________________________________
 LX7580* NAD 83(1996)-  41 09 44.81467(N)    073 08 03.20833(W)     ADJUSTED  
 LX7580* NAVD 88     -         1.7    (meters)       6.     (feet)  VERTCON   
 LX7580  ___________________________________________________________________
 LX7580  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LX7580  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7580
 LX7580  HORZ ORDER  -  SECOND
 LX7580
 LX7580.This mark is at Igor I Sikorsky Mem Airport (BDR)
 LX7580
 LX7580.The horizontal coordinates were established by classical geodetic methods
 LX7580.and adjusted by the National Geodetic Survey in August 1998..
 LX7580
 LX7580.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7580
 LX7580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7580
 LX7580.The geoid height was determined by GEOID03.
 LX7580
 LX7580;                    North         East     Units Scale Factor Converg.
 LX7580;SPC CT       -   189,022.533   272,553.284   MT  1.00000400   -0 15 17.1
 LX7580;SPC CT       -   620,151.43    894,201.90   sFT  1.00000400   -0 15 17.1
 LX7580;UTM  18      - 4,558,468.477   656,532.429   MT  0.99990156   +1 13 41.9
 LX7580
 LX7580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7580!SPC CT       -   1.00000443  x   1.00000400  =   1.00000843
 LX7580!UTM  18      -   1.00000443  x   0.99990156  =   0.99990598
 LX7580
 LX7580                          SUPERSEDED SURVEY CONTROL
 LX7580
 LX7580  NAD 83(1992)-  41 09 44.81370(N)    073 08 03.20778(W) AD(       ) 2
 LX7580  NAD 83(1986)-  41 09 44.81704(N)    073 08 03.21233(W) AD(       ) 2
 LX7580  NAD 83(1986)-  41 09 44.81708(N)    073 08 03.21091(W) AD(       ) 2
 LX7580  NGVD 29 (01/16/90)    2.0    (m)            7.     (f) VERT ANG       
 LX7580
 LX7580.Superseded values are not recommended for survey control.
 LX7580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7580.See file dsdata.txt to determine how the superseded data were derived.
 LX7580
 LX7580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5653258468(NAD 83)
 LX7580_MARKER: DZ = AZIMUTH MARK DISK
 LX7580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7580_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7580+STABILITY: SURFACE MOTION
 LX7580
 LX7580  HISTORY     - Date     Condition        Report By
 LX7580  HISTORY     - 1982     MONUMENTED       NGS
 LX7580
 LX7580                          STATION DESCRIPTION
 LX7580
 LX7580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7580'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) WEST OF
 LX7580'BRIDGEPORT HARBOR, 4.0 KM (2.5 MI) SOUTH OF THE JUNCTION
 LX7580'OF U.S. HIGHWAY 1 AND HIGHWAY 113, AND 2.6 KM (1.6 MI)
 LX7580'WEST-NORTHWEST OF STRATFORD POINT, ON THE ROOF OF THE
 LX7580'CONTROL TOWER OF THE BRIDGEPORT MUNICIPAL AIRPORT.
 LX7580'OWNERSHIP--BRIDGEPORT MUNICIPAL AIRPORT,
 LX7580'MR ROBERT RICHARDSON, CHIEF CONTROLLER, PHONE NUMBER 203-375-3911.
 LX7580'
 LX7580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX7580'STATE HIGHWAY 113 IN STRATFORD, GO SOUTH ON STATE HIGHWAY 113
 LX7580'FOR 2.7 KM (1.7 MI) TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 LX7580'ON THE PAVED ROAD FOR 1.3 KM (0.8 MI) TO A PAVED
 LX7580'ROAD LEFT, TURN SHARP LEFT AND GO SOUTHEAST FOR 0.8 KM (0.5 MI)
 LX7580'TO THE STATION ON LEFT AT ENTRANCE TO THE SIKORSKY MEMORIAL
 LX7580'AIRPORT.
 LX7580'
 LX7580'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7580'STAMPED---CONTROL 1982---,
 LX7580'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7580'FLUSH WITH GROUND.  IT IS LOCATED
 LX7580'15.13 METERS (49.65 FT) EAST FROM THE CENTERLINE OF PAVED ROAD,
 LX7580'12.42 METERS (40.75 FT) NORTH-NORTHEAST FROM A METAL LIGHT POLE,
 LX7580'1.89 METERS (6.2 FT) NORTH-NORTHWEST FROM A WITNESS POST AND
 LX7580'1.19 METERS (3.9 FT) EAST-NORTHEAST FROM THE EAST POLE OF A
 LX7580'RESTAURANT SIGN.
 LX7580'
 LX7580'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX7580'
 LX7580'DESCRIBED BY J. ZABITCHUCK, CHECKED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6388 ***********************************************************************
 LX6388  DESIGNATION -  COOKE
 LX6388  PID         -  LX6388
 LX6388  STATE/COUNTY-  CT/NEW HAVEN
 LX6388  USGS QUAD   -  BRANFORD (1984)
 LX6388
 LX6388                         *CURRENT SURVEY CONTROL
 LX6388  ___________________________________________________________________
 LX6388* NAD 83(1996)-  41 27 03.69016(N)    072 47 15.60837(W)     ADJUSTED  
 LX6388* NAVD 88     -       114.8    (meters)     377.     (feet)  VERTCON   
 LX6388  ___________________________________________________________________
 LX6388  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LX6388  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6388
 LX6388  HORZ ORDER  -  FIRST
 LX6388
 LX6388.The horizontal coordinates were established by classical geodetic methods
 LX6388.and adjusted by the National Geodetic Survey in August 1998..
 LX6388
 LX6388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6388
 LX6388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6388
 LX6388.The geoid height was determined by GEOID03.
 LX6388
 LX6388;                    North         East     Units Scale Factor Converg.
 LX6388;SPC CT       -   221,000.532   301,653.075   MT  0.99998418   -0 01 29.9
 LX6388;SPC CT       -   725,065.91    989,673.46   sFT  0.99998418   -0 01 29.9
 LX6388;UTM  18      - 4,591,189.419   684,792.081   MT  1.00002026   +1 27 53.8
 LX6388
 LX6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6388!SPC CT       -   0.99998663  x   0.99998418  =   0.99997081
 LX6388!UTM  18      -   0.99998663  x   1.00002026  =   1.00000689
 LX6388
 LX6388:                Primary Azimuth Mark                     Grid Az
 LX6388:SPC CT       -  BUCKWHEAT                                001 08 20.7
 LX6388:UTM  18      -  BUCKWHEAT                                359 38 57.0
 LX6388
 LX6388|---------------------------------------------------------------------|
 LX6388| PID    Reference Object                     Distance      Geod. Az  |
 LX6388|                                                           dddmmss.s |
 LX6388| LX7169 BUCKWHEAT                           APPROX. 8.3 KM 0010650.8 |
 LX6388| CZ7229 COOKE RM 2                           14.024 METERS 28635     |
 LX6388| CZ7228 COOKE RM 1                           16.255 METERS 35113     |
 LX6388|---------------------------------------------------------------------|
 LX6388
 LX6388                          SUPERSEDED SURVEY CONTROL
 LX6388
 LX6388  NAD 83(1992)-  41 27 03.68933(N)    072 47 15.60833(W) AD(       ) 1
 LX6388  NAD 83(1986)-  41 27 03.69164(N)    072 47 15.61080(W) AD(       ) 1
 LX6388  NAD 27      -  41 27 03.34216(N)    072 47 17.25182(W) AD(       ) 1
 LX6388  NGVD 29 (07/19/86)  115.1    (m)          378.     (f) VERT ANG       
 LX6388
 LX6388.Superseded values are not recommended for survey control.
 LX6388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6388.See file dsdata.txt to determine how the superseded data were derived.
 LX6388
 LX6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8479291189(NAD 83)
 LX6388_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6388_SETTING: 66 = SET IN ROCK OUTCROP
 LX6388_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6388+STABILITY: POSITION/ELEVATION WELL
 LX6388
 LX6388  HISTORY     - Date     Condition        Report By
 LX6388  HISTORY     - 1976     MONUMENTED       NGS
 LX6388
 LX6388                          STATION DESCRIPTION
 LX6388
 LX6388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6388'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF NORTH HAVEN
 LX6388'2 MILE EAST OF WALLINGFORD, 1/4 MILE WEST OF INTERSTATE
 LX6388'HIGHWAY 91 AND ON PROPERTY OWNED BY THE CITY OF WALLINGFORD
 LX6388'PARKS AND RECREATION DEPARTMENT, 701 CENTER STREET,
 LX6388'WALLINGFORD, CONNECTICUT 06492, PHONE NUMBER 269-8686.
 LX6388'
 LX6388'TO REACH THE STATION FROM THE POST OFFICE IN WALLINGFORD, GO
 LX6388'SOUTHEAST ON CENTER STREET (STATE HIGHWAY 150) FOR 0.85 MILE
 LX6388'TO A CROSSROAD (WOODHOUSE AVENUE, STATE HIGHWAY 150 AND EAST
 LX6388'MAIN STREET).  TURN LEFT AND GO NORTH-NORTHEAST ON EAST MAIN
 LX6388'STREET FOR 0.5 MILE TO A CROSSROAD.  TURN RIGHT AND GO EASTERLY
 LX6388'ON DURHAM ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 LX6388'AND GO EASTERLY ON OLD ROCK HILL ROAD FOR 0.3 MILE TO THE
 LX6388'MARCUS COOKE MEMORIAL PARK ON THE RIGHT AND A LOCKED GATE.
 LX6388'TURN RIGHT AND PASS THROUGH GATE AND GO SOUTHERLY ON PAVED
 LX6388'ROAD FOR 0.05 MILE TO 2 SMALL BUILDINGS.  CONTINUE STRAIGHT
 LX6388'AHEAD FOLLOWING A TRACK ROAD FOR 0.1 MILE TO THE STATION ON
 LX6388'THE LEFT AS DESCRIBED.
 LX6388'
 LX6388'STATION MARK, STAMPED---COOKE 1976---, IS A STANDARD DISK
 LX6388'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 2 BY 3 FEET
 LX6388'IN SIZE THAT IS FLUSH ON THE EAST SIDE AND PROJECTS 12 INCHES
 LX6388'ON THE WEST SIDE.  IT IS 126 FEET EAST OF THE TRACK ROAD, 37
 LX6388'FEET EAST OF METAL WITNESS POST AND 18 FEET NORTHEAST OF A
 LX6388'TRIANGLE BLAZED TREE.
 LX6388'
 LX6388'REFERENCE MARK 1, STAMPED---COOKE NO 1 1976---, IS A STANDARD
 LX6388'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 2 BY 3
 LX6388'FEET IN SIZE THAT IS FLUSH ON THE SOUTHEAST SIDE AND PROJECTS
 LX6388'12 INCHES ON THE NORTHWEST SIDE.  IT IS 123 FEET EAST OF THE
 LX6388'TRACK ROAD, 70 FEET NORTH OF THE TRIANGLE BLAZED TREE AND
 LX6388'6 FEET SOUTH OF A METAL WITNESS POST.
 LX6388'
 LX6388'REFERENCE MARK 2, STAMPED---COOKE NO 2 1976---, IS A STANDARD
 LX6388'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 3 BY 8
 LX6388'FEET IN SIZE THAT PROJECTS ABOUT 6 INCHES ON THE EAST SIDE AND
 LX6388'5 FEET ON THE WEST SIDE.  IT IS 79 FEET EAST OF THE TRACK ROAD,
 LX6388'52 FEET NORTHWEST OF THE TRIANGLE BLAZED TREE AND 10 FEET WEST
 LX6388'OF A METAL WITNESS POST.
 LX6388'
 LX6388'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK AT THIS TIME.
 LX6388'
 LX6388'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 26.7 METERS.
 LX6388'
 LX6388'DESCRIBED BY L.K. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1296 ***********************************************************************
 LW1296  DESIGNATION -  COOKE RESET
 LW1296  PID         -  LW1296
 LW1296  STATE/COUNTY-  CT/WINDHAM
 LW1296  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1296
 LW1296                         *CURRENT SURVEY CONTROL
 LW1296  ___________________________________________________________________
 LW1296* NAD 83(1996)-  41 47 42.40854(N)    071 47 32.62275(W)     ADJUSTED  
 LW1296* NAVD 88     -       186.177  (meters)     610.82   (feet)  ADJUSTED  
 LW1296  ___________________________________________________________________
 LW1296  X           -   1,488,036.992 (meters)                     COMP
 LW1296  Y           -  -4,523,866.448 (meters)                     COMP
 LW1296  Z           -   4,228,769.067 (meters)                     COMP
 LW1296  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW1296  ELLIP HEIGHT-         156.31  (meters)          (06/13/02) GPS OBS
 LW1296  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW1296  DYNAMIC HT  -         186.110 (meters)     610.60  (feet)  COMP
 LW1296  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 LW1296
 LW1296  HORZ ORDER  -  SECOND
 LW1296  VERT ORDER  -  SECOND    CLASS 0
 LW1296  ELLP ORDER  -  FOURTH    CLASS II
 LW1296
 LW1296.The horizontal coordinates were established by classical geodetic methods
 LW1296.and adjusted by the National Geodetic Survey in August 1998..
 LW1296
 LW1296.The orthometric height was determined by differential leveling
 LW1296.and adjusted by the National Geodetic Survey in June 1991..
 LW1296
 LW1296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW1296
 LW1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1296
 LW1296.The ellipsoidal height was determined by GPS observations
 LW1296.and is referenced to NAD 83.
 LW1296
 LW1296.The geoid height was determined by GEOID03.
 LW1296
 LW1296.The dynamic height is computed by dividing the NAVD 88
 LW1296.geopotential number by the normal gravity value computed on the
 LW1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1296.degrees latitude (g = 980.6199 gals.).
 LW1296
 LW1296.The modeled gravity was interpolated from observed gravity values.
 LW1296
 LW1296;                    North         East     Units Scale Factor Converg.
 LW1296;SPC CT       -   259,656.834   384,390.747   MT  0.99999353   +0 38 05.8
 LW1296;SPC CT       -   851,890.80  1,261,121.98   sFT  0.99999353   +0 38 05.8
 LW1296;SPC RI       -    79,092.853    75,697.419   MT  1.00000101   -0 11 41.5
 LW1296;SPC RI       -   259,490.47    248,350.62   sFT  1.00000101   -0 11 41.5
 LW1296;UTM  19      - 4,630,797.908   267,989.698   MT  1.00026244   -1 51 42.7
 LW1296
 LW1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1296!SPC CT       -   0.99997548  x   0.99999353  =   0.99996901
 LW1296!SPC RI       -   0.99997548  x   1.00000101  =   0.99997649
 LW1296!UTM  19      -   0.99997548  x   1.00026244  =   1.00023792
 LW1296
 LW1296|---------------------------------------------------------------------|
 LW1296| PID    Reference Object                     Distance      Geod. Az  |
 LW1296|                                                           dddmmss.s |
 LW1296| CB7623 COOKE RM 1                           11.217 METERS 09003     |
 LW1296| LW3669 154 RIPB                              8.550 METERS 13149     |
 LW1296| LW3668 HISTORIC STATE MON SEN FOSTER         9.485 METERS 14729     |
 LW1296| CB7621 COOKE AZ MK                                        2303945.0 |
 LW1296| CB7622 COOKE AZ MK RESET                                  2412636.4 |
 LW1296| CB7624 COOKE RM 2                           18.072 METERS 29448     |
 LW1296|---------------------------------------------------------------------|
 LW1296
 LW1296                          SUPERSEDED SURVEY CONTROL
 LW1296
 LW1296  ELLIP H (08/17/98)  156.33   (m)                       GP(       ) 4 1
 LW1296  NAD 83(1996)-  41 47 42.40802(N)    071 47 32.62237(W) AD(       ) 2
 LW1296  NAD 83(1992)-  41 47 42.40742(N)    071 47 32.62196(W) AD(       ) 2
 LW1296  ELLIP H (01/17/96)  156.29   (m)                       GP(       ) 4 2
 LW1296  NAD 83(1992)-  41 47 42.40728(N)    071 47 32.62224(W) AD(       ) 2
 LW1296  NAD 83(1986)-  41 47 42.40786(N)    071 47 32.62044(W) AD(       ) 2
 LW1296  NAD 27      -  41 47 42.04973(N)    071 47 34.36317(W) AD(       ) 2
 LW1296  NGVD 29 (??/??/92)  186.42   (m)          611.6    (f) COMPUTED    2 0
 LW1296
 LW1296.Superseded values are not recommended for survey control.
 LW1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1296.See file dsdata.txt to determine how the superseded data were derived.
 LW1296
 LW1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6799030798(NAD 83)
 LW1296_MARKER: DS = TRIANGULATION STATION DISK
 LW1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1296_SP_SET: CONCRETE POST
 LW1296_STAMPING: COOKE 1937 1956
 LW1296_MARK LOGO: CGS   
 LW1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1296+STABILITY: SURFACE MOTION
 LW1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1296+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1989
 LW1296
 LW1296  HISTORY     - Date     Condition        Report By
 LW1296  HISTORY     - 1957     MONUMENTED       CGS
 LW1296  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LW1296  HISTORY     - 1969     GOOD             NGS
 LW1296  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW1296  HISTORY     - 1975     GOOD             NGS
 LW1296  HISTORY     - 19890401 GOOD             RIGS
 LW1296
 LW1296                          STATION DESCRIPTION
 LW1296
 LW1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HLP)
 LW1296'THE ORIGINAL STATION AND R.M. 2 WERE DISTURBED BY BULLDOZING
 LW1296'OPERATIONS.  R.M. 1 1937 AND HISTORICAL STATE LINE MONUMENT TO
 LW1296'SEN. T. FOSTER WERE TAKEN OUT BY THE CONSTRUCTION OF THE
 LW1296'RELOCATION OF U.S. RTE 6 ABOUT 1946.  THE AZIMUTH MARK WHICH IS
 LW1296'ON SOUTH SIDE OF FORMER RT 6 LIES IN THE PATH OF CONSTRUCTION OF
 LW1296'CONNECTICUT TURNPIKE AND WILL EITHER BE COVERED OR DISTURBED
 LW1296'BY THIS CONSTRUCTION.
 LW1296'
 LW1296'THE STATION WAS RESET IN 1956 AND IS IN EXCELLENT CONDITION.  IT
 LW1296'IS LOCATED ON THE N SIDE OF U.S. RT 6 IN KILLINGLY, W OF THE
 LW1296'R.I. STATE LINE, 52 FEET N OF THE CENTER LINE OF RT 6, ABOUT
 LW1296'4-1/2 FEET HIGHER THAN THE ROAD AND S OF MR. COOKES NEW
 LW1296'HOUSE.  THE MARK IS A STANDARD TRIANGULATION DISK STAMPED COOKE
 LW1296'1937 1956 SET IN TOP OF CYLINDRICAL SHAFT OF CONCRETE ABOUT 15
 LW1296'INCHES IN DIAMETER PROJECTING ABOUT ONE INCH ABOVE THE GROUND.
 LW1296'
 LW1296'R.M. 1 1945 AND R.M. 3 1937 1956 WERE FOUND IN GOOD CONDITION.
 LW1296'
 LW1296'THE NEW AZIMUTH MARK IS A STANDARD DISK STAMPED COOKE 1937 RESET
 LW1296'1957 SET IN TOP OF A LARGE LEDGE OUTCROP ON THE S SIDE OF U.S. RTE
 LW1296'66, 3091.35 FEET W FROM STATION, 20 FEET HIGHER THAN THE CENTER
 LW1296'LINE OF RT 6 AND 69 FEET S FROM ROAD.
 LW1296'
 LW1296'NOTE--STATION RESET IN SAME POSITION IN 1956.
 LW1296
 LW1296                          STATION RECOVERY (1969)
 LW1296
 LW1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RRG)
 LW1296'THE STATION, REFERENCE MARK 1 AND 3 WERE RECOVERED IN GOOD
 LW1296'CONDITION.  THE STATION MAY BE REACHED BY GOING 3.35 MILES WEST
 LW1296'ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION OF STATE HIGHWAY 94
 LW1296'AT SIMMONS CORNER, PROVIDENCE COUNTY, RHODE ISLAND, NEAR THE
 LW1296'RHODE ISLAND-CONNECTICUT STATE LINE, IN THE LAWN FOR A ONE STORY
 LW1296'WHITE FRAME HOUSE, 42 FEET NORTH OF THE CENTER LINE OF THE
 LW1296'WESTBOUND LANE OF THE HIGHWAY, 39.3 FEET SOUTH OF THE SOUTHWEST
 LW1296'CORNER OF THE HOUSE, 38.2 FEET NORTHEAST OF A METAL
 LW1296'LIGHTPOLE MARKED K 128, 9.2 FEET EAST-NORTHEAST OF A 2-1/2
 LW1296'FOOT HIGH TRIANGULAR SHAPED CONCRETE POST, 17-1/2 FEET WEST
 LW1296'OF THE WEST END OF A STONE RETAINING WALL, 4 FEET ABOVE
 LW1296'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 LW1296'PROJECTING 1 INCH ABOVE THE LEVEL OF GROUND.  THE DISK IS STAMPED
 LW1296'COOKE 1937 1956.
 LW1296'
 LW1296'RM 1 IS 123.3 FEET NORTHEAST OF THE STATION MARK DESCRIBED, 59
 LW1296'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 123 FEET
 LW1296'NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 24
 LW1296'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH,
 LW1296'SET IN THE TOP OF A ROCK WHICH IS 6 FEET LONG AND 1 FOOT HIGH
 LW1296'ON THE WEST SIDE.  THE DISK IS STAMPED COOKE NO 1 1945.
 LW1296'
 LW1296'RM 3 IS 59.4 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 90 FEET
 LW1296'NORTH OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 33
 LW1296'FEET WEST OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 73 FEET
 LW1296'NORTHWEST OF LIGHTPOLE K 128, SET IN THE TOP OF A ROCK WHICH IS
 LW1296'2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND
 LW1296'AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE DISK IS STAMPED
 LW1296'COOKE NO 3 1937 1956.
 LW1296
 LW1296                          STATION RECOVERY (1969)
 LW1296
 LW1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LW1296'3.4 MI W FROM SIMMONS CORNER.
 LW1296'ABOUT 3.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1296'OF STATE HIGHWAY 94 AT SIMMONS CORNER, PROVIDENCE COUNTY, RHODE
 LW1296'ISLAND, NEAR THE CONNECTICUT-RHODE ISLAND STATE LINE, IN THE
 LW1296'LAWN FOR A ONE-STORY WHITE FRAME HOUSE, 42 FEET NORTH OF THE
 LW1296'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 39.3 FEET
 LW1296'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 38.2 FEET NORTHEAST
 LW1296'OF A METAL STREET LIGHT POLE MARKED K 128, 9.2 FEET EAST-NORTHEAST
 LW1296'OF A 2 1/2 FOOT HIGH TRIANGULAR SHAPED CONCRETE POST, 17 1/2
 LW1296'FEET WEST OF THE WEST END OF A STONE RETAINING WALL, 4 FEET
 LW1296'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 LW1296'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 LW1296
 LW1296                          STATION RECOVERY (1973)
 LW1296
 LW1296'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW1296'COOKE 1937-1956 GOOD
 LW1296'
 LW1296'COOKE NO. 1 1945 EXCELLENT
 LW1296'
 LW1296'COOKE NO. 3 1937-1956 FAIR
 LW1296'
 LW1296'AZIMUTH MARK 1937 RESET 1957 EXCELLENT
 LW1296'
 LW1296'STATION IS 8.7 FEET NORTHEAST OF TRIANGULAR HISTORIC MARK AND 71
 LW1296'FEET SOUTHWEST OF SNETCO POLE 50.
 LW1296
 LW1296                          STATION RECOVERY (1975)
 LW1296
 LW1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW1296'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 LW1296'RECOVERED AND WERE IN GOOD CONDITION.  MARK B 800 WAS SEARCHED FOR
 LW1296'BUT WAS NOT FOUND, THE HIGHWAY NOW COVERS THE LOCATION OF THE MARK.
 LW1296'BENCH MARK 154 WAS SEARCHED FOR BUT WAS NOT FOUND.  A BRIEF SEARCH
 LW1296'WAS MADE FOR THE 1937 AZIMUTH MARK AND THE HIGHWAY IS NOW OVER
 LW1296'THE LOCATION OF THE MARK.  THE ANGLE FROM REFERENCE MARK 1 TO
 LW1296'REFERENCE MARK 3 CHECKED WITH THE 1957 DATA.  THE DISTANCE TO
 LW1296'REFERENCE MARK 3 CHECKED.  THE DISTANCE TO REFERENCE MARK 1 WAS
 LW1296'FOUND 0.08 FOOT LONGER.  THE ANGLE AND DISTANCE TO THE SOUTH
 LW1296'EAST CORNER OF THE HOUSE CHECKED.  THE LINE OF SIGHT TO THE AZIMUTH
 LW1296'MARK WAS BLOCKED BY A POWER LINE POLE.  MARK B 1694 (CDOT) WAS
 LW1296'USED FOR AN AZIMUTH MARK.  DUE TO CHANGES A COMPLETE NEW
 LW1296'DESCRIPTION FOLLOWS.
 LW1296'
 LW1296'THE STATION IS LOCATED ABOUT 5 MILES EAST OF DANIELSON, 0.4 MILE
 LW1296'EAST OF THE EAST END OF THE CONNECTICUT TURNPIKE AND AT THE
 LW1296'CONNECTICUT-RHODE ISLAND STATE LINE, AND ON THE PROPERTY OF
 LW1296'MR. CLARENCE COOKE.
 LW1296'
 LW1296'TO REACH THE STATION FROM THE JUNCTIONS OF U. S. HIGHWAY 6 AND STATE
 LW1296'HIGHWAY 12 AT THE TRAFFIC CIRCLE AND 0.05 MILE SOUTH OF THE POST
 LW1296'OFFICE IN DANIELSON, GO EASTERLY ON U.S. HIGHWAY 6 FOR 4.7 MILES TO
 LW1296'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON HIGHWAY 6 FOR
 LW1296'0.15 MILE TO THE JUNCTION WITH THE NORTHEAST END OF THE
 LW1296'CONNECTICUT TURNPIKE.  CONTINUE EASTERLY ON HIGHWAY 6 FOR 0.4 MILE
 LW1296'TO CUCUMBER HILL ROAD ON THE RIGHT AND THE STATION ON THE LEFT
 LW1296'JUST BEFORE REACHING THE CONNECTICUT-RHODE ISLAND STATE LINE.
 LW1296'
 LW1296'STATION MARK, STAMPED COOKE 1937 1956, IS A STANDARD DISK SET IN A
 LW1296'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 70 FEET
 LW1296'NORTHWEST OF THE CENTER OF THE JUNCTIONS OF HIGHWAY 6 AND CUCUMBER
 LW1296'HILL ROAD, 52 FEET NORTH OF THE CENTER OF HIGHWAY 6, 38.5 FEET
 LW1296'NORTHEAST OF A METAL LIGHT POLE NUMBER 128, 20.5 FEET WEST OF
 LW1296'POWER LINE POLE NUMBER 3131 AND 9.2 FEET NORTH OF A TRIANGULAR
 LW1296'CONCRETE RIGHT-OF-WAY POST THAT PROJECTS ABOUT 2 FEET.  AN
 LW1296'UNDERGROUND MARK WAS NOT MENTIONED IN THE 1937 OR THE 1957 DATA.
 LW1296'
 LW1296'REFERENCE MARK 1, STAMPED COOKE 1945 NO 1, IS A STANDARD DISK
 LW1296'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 3 FEET IN
 LW1296'DIAMETER AND FLUSH WITH THE GROUND.  IT IS 136 FEET NORTH OF THE
 LW1296'CENTER OF THE JUNCTIONS OF HIGHWAY 6 AND CUCUMBER HILL ROAD, 59
 LW1296'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 24 FEET NORTH
 LW1296'OF THE CENTER OF A DRIVEWAY AND 24 FEET WEST OF THE CENTER OF A
 LW1296'GRAVEL ROAD.
 LW1296'
 LW1296'REFERENCE MARK 3, STAMPED COOKE 1937 1956 NO 3, IS A STANDARD DISK
 LW1296'CEMENTED IN A DRILL HOLE IN A BOULDER THAT HAS AN EXPOSED SURFACE OF
 LW1296'ABOUT 2 FEET IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND.
 LW1296'IT IS 101 FEET NORTH OF THE CENTER OF HIGHWAY 6, 73 FEET NORTHEAST
 LW1296'OF THE METAL LIGHT POLE, 46 FEET NORTH OF THE END OF A WIRE FENCE
 LW1296'AND A YARD CORNER AND 32 FEET WEST OF THE SOUTHWEST CORNER OF THE
 LW1296'HOUSE.
 LW1296'
 LW1296'AZIMUTH MARK, STAMPED COOKE 1937 RESET 1957, IS A STANDARD DISK
 LW1296'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP OF ROCK AND ABOUT 20
 LW1296'FEET HIGHER THAN THE HIGHWAY.  IT IS 72 FEET SOUTH OF THE CENTER OF
 LW1296'HIGHWAY 6, 46.5 FEET NORTH OF A WIRE FENCE, 41.5 FEET
 LW1296'NORTHWEST OF A 16-INCH OAK TREE AND 124 FEET WEST OF POWER LINE
 LW1296'POLE NUMBER 2354.
 LW1296'
 LW1296'CONNECTICUT DEPARTMENT OF TRANSPORTATION MARK (B 1694), STAMPED
 LW1296'CDOT, IS A BRONZE DISK 1-1/2 INCHES IN DIAMETER WITH (BASE LINE)
 LW1296'IMPRINTED ON THE TOP AND IS SET IN A 4-INCH SQUARE CONCRETE POST
 LW1296'FLUSH WITH THE GROUND.  IT IS 431 FEET WEST OF A HIGHWAY SIGN
 LW1296'(KILLINGSLY U. S. 6 TURNPIKE ENDS), 60 FEET SOUTHEAST OF THE
 LW1296'CENTER OF A DRAINAGE BASIN IN THE MEDIAN OF THE TURNPIKE AND 23
 LW1296'FEET SOUTH OF THE CENTER OF THE WEST BOUND LANE OF THE
 LW1296'TURNPIKE.  THIS MARK WAS USED FOR AN AZIMUTH MARK.
 LW1296'
 LW1296'TO REACH MARK B 1694 (CDOT) FROM THE STATION GO WESTERLY ON
 LW1296'HIGHWAY 6 FOR 0.25 MILE TO THE JUNCTION WITH THE CONNECTICUT
 LW1296'TURNPIKE, BEAR LEFT AND GO SOUTHWEST ON THE CONNECTICUT TURNPIKE
 LW1296'FOR 0.35 TO THE MARK ON THE LEFT AND ON THE SOUTH SIDE OF THE EAST
 LW1296'BOUND LANE AND DIRECTLY UNDER A CABLE GUARD RAIL BESIDE THE
 LW1296'HIGHWAY.
 LW1296'
 LW1296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 LW1296'DANIELSON.
 LW1296'
 LW1296'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW1296
 LW1296                          STATION RECOVERY (1989)
 LW1296
 LW1296'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1296'THE STATION IS LOCATED NEAR THE CONNECTICUT/RHODE ISLAND STATE LINE AT
 LW1296'THE POINT WHERE U S HIGHWAY 6 CROSSES THE LINE.
 LW1296'OWNERSHIP--GLORIA COOKE, 1198 GRAND ARMY HIGHWAY, ROUTE 6, KILLINGLY,
 LW1296'CONNECTICUT.
 LW1296'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 6 AND STATE HIGHWAY 94
 LW1296'AT SIMMONS CORNER IN FOSTER, RHODE ISLAND, GO WEST 5.4 KM (3.35 MI) ON
 LW1296'HIGHWAY 6 TO THE STATION ON THE RIGHT.
 LW1296'THE STATION IS SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LW1296'PROJECTING 1 CM ABOVE THE GROUND. IT IS 12.8 M (42.0 FT) NORTH FROM
 LW1296'THE CENTER OF THE WESTBOUND LANE OF THE HIGHWAY, 12.0 M (39.4 FT)
 LW1296'SOUTH FROM THE SOUTHWEST CORNER OF HOUSE 1198, 11.65 M (38.2 FT)
 LW1296'NORTHEAST FROM A METAL LIGHTPOLE K-128, 2.8 M (9.2 FT) EAST NORTHEAST
 LW1296'FROM A 0.75 M (2.5 FT) HIGH TRIANGULAR CONCRETE POST, 5.33 M
 LW1296'(17.5 FT) WEST FROM THE WEST END OF A STONE RETAINING WALL AND ABOUT
 LW1296'1.25 M (4.1 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1295 ***********************************************************************
 LW1295  DESIGNATION -  COOKE RM 1 RESET
 LW1295  PID         -  LW1295
 LW1295  STATE/COUNTY-  CT/WINDHAM
 LW1295  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1295
 LW1295                         *CURRENT SURVEY CONTROL
 LW1295  ___________________________________________________________________
 LW1295* NAD 83(1986)-  41 47 42.     (N)    071 47 32.     (W)     SCALED    
 LW1295* NAVD 88     -       185.970  (meters)     610.14   (feet)  ADJUSTED  
 LW1295  ___________________________________________________________________
 LW1295  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW1295  DYNAMIC HT  -         185.903 (meters)     609.92  (feet)  COMP
 LW1295  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 LW1295
 LW1295  VERT ORDER  -  SECOND    CLASS 0
 LW1295
 LW1295.The horizontal coordinates were scaled from a topographic map and have
 LW1295.an estimated accuracy of +/- 6 seconds.
 LW1295
 LW1295.The orthometric height was determined by differential leveling
 LW1295.and adjusted by the National Geodetic Survey in June 1991..
 LW1295
 LW1295.The geoid height was determined by GEOID03.
 LW1295
 LW1295.The dynamic height is computed by dividing the NAVD 88
 LW1295.geopotential number by the normal gravity value computed on the
 LW1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1295.degrees latitude (g = 980.6199 gals.).
 LW1295
 LW1295.The modeled gravity was interpolated from observed gravity values.
 LW1295
 LW1295;                    North         East    Units  Estimated Accuracy
 LW1295;SPC CT       -   259,640.      384,410.      MT  (+/- 180 meters Scaled)
 LW1295
 LW1295                          SUPERSEDED SURVEY CONTROL
 LW1295
 LW1295  NGVD 29 (??/??/92)  186.211  (m)          610.93   (f) ADJ UNCH    2 0
 LW1295
 LW1295.Superseded values are not recommended for survey control.
 LW1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1295.See file dsdata.txt to determine how the superseded data were derived.
 LW1295
 LW1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG680307(NAD 83)
 LW1295_MARKER: DR = REFERENCE MARK DISK
 LW1295_SETTING: 80 = SET IN A BOULDER
 LW1295_SP_SET: BOULDER
 LW1295_STAMPING: COOKE NO 1 1945
 LW1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1295+STABILITY: SURFACE MOTION
 LW1295
 LW1295  HISTORY     - Date     Condition        Report By
 LW1295  HISTORY     - 1945     MONUMENTED       CGS
 LW1295  HISTORY     - 1969     GOOD             NGS
 LW1295
 LW1295                          STATION DESCRIPTION
 LW1295
 LW1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1295'3.4 MI W FROM SIMMONS CORNER RI.
 LW1295'ABOUT 3.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1295'OF STATE HIGHWAY 94 AT SIMMONS CORNER, NEAR THE RHODE
 LW1295'ISLAND-CONNECTICUT STATE LINE, 123.3 FEET NORTHEAST OF THE
 LW1295'STATION MARK DESCRIBED, SET ON THE TOP OF A ROCK WHICH IS 6
 LW1295'FEET LONG-1 FOOT HIGH ON THE WEST SIDE, 59 FEET NORTHEAST OF THE
 LW1295'NORTHEAST CORNER OF A ONE STORY WHITE FRAME HOUSE, 123 FEET NORTH
 LW1295'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 24 FEET WEST
 LW1295'OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH AND ABOUT
 LW1295'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1297 ***********************************************************************
 LW1297  DESIGNATION -  COOKE RM 3
 LW1297  PID         -  LW1297
 LW1297  STATE/COUNTY-  CT/WINDHAM
 LW1297  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1297
 LW1297                         *CURRENT SURVEY CONTROL
 LW1297  ___________________________________________________________________
 LW1297* NAD 83(1986)-  41 47 42.     (N)    071 47 32.     (W)     SCALED    
 LW1297* NAVD 88     -       185.848  (meters)     609.74   (feet)  ADJUSTED  
 LW1297  ___________________________________________________________________
 LW1297  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW1297  DYNAMIC HT  -         185.781 (meters)     609.52  (feet)  COMP
 LW1297  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 LW1297
 LW1297  VERT ORDER  -  SECOND    CLASS 0
 LW1297
 LW1297.The horizontal coordinates were scaled from a topographic map and have
 LW1297.an estimated accuracy of +/- 6 seconds.
 LW1297
 LW1297.The orthometric height was determined by differential leveling
 LW1297.and adjusted by the National Geodetic Survey in June 1991..
 LW1297
 LW1297.The geoid height was determined by GEOID03.
 LW1297
 LW1297.The dynamic height is computed by dividing the NAVD 88
 LW1297.geopotential number by the normal gravity value computed on the
 LW1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1297.degrees latitude (g = 980.6199 gals.).
 LW1297
 LW1297.The modeled gravity was interpolated from observed gravity values.
 LW1297
 LW1297;                    North         East    Units  Estimated Accuracy
 LW1297;SPC CT       -   259,640.      384,410.      MT  (+/- 180 meters Scaled)
 LW1297
 LW1297                          SUPERSEDED SURVEY CONTROL
 LW1297
 LW1297  NGVD 29 (??/??/92)  186.088  (m)          610.52   (f) ADJ UNCH    2 0
 LW1297
 LW1297.Superseded values are not recommended for survey control.
 LW1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1297.See file dsdata.txt to determine how the superseded data were derived.
 LW1297
 LW1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG680307(NAD 83)
 LW1297_MARKER: DR = REFERENCE MARK DISK
 LW1297_SETTING: 66 = SET IN ROCK OUTCROP
 LW1297_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW1297_STAMPING: COOKE NO 3 1937 1956
 LW1297_MARK LOGO: CGS   
 LW1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1297+STABILITY: POSITION/ELEVATION WELL
 LW1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1297+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1989
 LW1297
 LW1297  HISTORY     - Date     Condition        Report By
 LW1297  HISTORY     - 1956     MONUMENTED       CGS
 LW1297  HISTORY     - 1969     GOOD             NGS
 LW1297  HISTORY     - 19890401 GOOD             RIGS
 LW1297
 LW1297                          STATION DESCRIPTION
 LW1297
 LW1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 LW1297'3.4 MI W FROM SIMMONS CORNER RI.
 LW1297'ABOUT 3.35 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LW1297'OF STATE HIGHWAY 94 AT SIMMONS CORNER, 59.4 FEET NORTHWEST
 LW1297'OF THE STATION MARK DESCRIBED, SET IN THE TOP OF A ROCK WHICH
 LW1297'IS 2 FEET ACROSS AND PROJECTS 1/2 FOOT, 90 FEET NORTH OF THE
 LW1297'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 33 FEET
 LW1297'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 73 FEET NORTHWEST OF A
 LW1297'METAL STREET LIGHT POLE NO. K 128, AND ABOUT 4 FEET ABOVE THE
 LW1297'LEVEL OF THE HIGHWAY.
 LW1297
 LW1297                          STATION RECOVERY (1989)
 LW1297
 LW1297'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1989
 LW1297'THE STATION IS LOCATED NEAR THE CONNECTICUT/RHODE ISLAND STATE LINE AT
 LW1297'THE POINT WHERE U S HIGHWAY 6 CROSSES THE LINE.
 LW1297'OWNERSHIP--GLORIA COOKE, 1198 GRAND ARMY HIGHWAY, ROUTE 6, KILLINGLY,
 LW1297'CONNECTICUT.
 LW1297'TO REACH FROM THE INTERSECTION OF U S HIGHWAY 6 AND STATE HIGHWAY 94
 LW1297'AT SIMMONS CORNER IN FOSTER, RHODE ISLAND, GO WEST 5.4 KM (3.35 MI) ON
 LW1297'HIGHWAY 6 TO THE STATION ON THE RIGHT.
 LW1297'RM 3 IS 18.1 M (59.4 FT) NORTHWEST OF STATION COOKE, 27.4 M (89.9 FT)
 LW1297'NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY, 10.05
 LW1297'M (33.0 FT) WEST OF THE SOUTHWEST CORNER OF A WHITE HOUSE , 22.25 M
 LW1297'(73.0 FT) NORTHWEST OF LIGHT POLE K 128, SET IN THE TOP OF A ROCK
 LW1297'WHICH IS .6 M (2.0 FT) WIDE AND PROJECTS 0.15 M (0.5 FT) ABOVE THE
 LW1297'LEVEL OF THE GROUND AND 1.23 M (4.0 FT) ABOVE THE LEVEL OF THE
 LW1297'HIGHWAY.
 LW1297'THE REFERENCE MARKER DISK HAS BEEN REMOVED, ONLY THE SHAFT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6835 ***********************************************************************
 LX6835  DESIGNATION -  COOLEY
 LX6835  PID         -  LX6835
 LX6835  STATE/COUNTY-  CT/MIDDLESEX
 LX6835  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6835
 LX6835                         *CURRENT SURVEY CONTROL
 LX6835  ___________________________________________________________________
 LX6835* NAD 83(1996)-  41 33 27.96055(N)    072 36 12.41581(W)     ADJUSTED  
 LX6835* NAVD 88     -        83.4    (meters)     274.     (feet)  VERTCON   
 LX6835  ___________________________________________________________________
 LX6835  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LX6835  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX6835
 LX6835  HORZ ORDER  -  SECOND
 LX6835
 LX6835.The horizontal coordinates were established by classical geodetic methods
 LX6835.and adjusted by the National Geodetic Survey in August 1998..
 LX6835
 LX6835.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6835
 LX6835.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6835
 LX6835.The geoid height was determined by GEOID03.
 LX6835
 LX6835;                    North         East     Units Scale Factor Converg.
 LX6835;SPC CT       -   232,865.150   317,025.979   MT  0.99998323   +0 05 49.8
 LX6835;SPC CT       -   763,991.75  1,040,109.40   sFT  0.99998323   +0 05 49.8
 LX6835;UTM  18      - 4,603,451.034   699,852.043   MT  1.00009154   +1 35 25.2
 LX6835
 LX6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6835!SPC CT       -   0.99999157  x   0.99998323  =   0.99997480
 LX6835!UTM  18      -   0.99999157  x   1.00009154  =   1.00008311
 LX6835
 LX6835|---------------------------------------------------------------------|
 LX6835| PID    Reference Object                     Distance      Geod. Az  |
 LX6835|                                                           dddmmss.s |
 LX6835| LX6841 140                                 390.690 METERS 00952     |
 LX6835| LX6842 BODKIN ROCK LIGHT                   378.489 METERS 01035     |
 LX6835| LX6829 PORTLAND SEIFERMANS GABLE           APPROX. 1.5 KM 0810717.8 |
 LX6835| CZ7231 COOLEY RM 2                          16.710 METERS 16509     |
 LX6835| LX6930 COOLEY RM 3                          13.644 METERS 18356     |
 LX6835| CZ7230 COOLEY RM 1                          11.900 METERS 23824     |
 LX6835| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX. 4.0 KM 2734816.0 |
 LX6835| LX6899 MOUSE ISLAND LIGHT                  APPROX. 1.5 KM 2755934.8 |
 LX6835| LX6950 MIDDLETOWN ST HOSP COAL ELEV        APPROX. 2.2 KM 2760000.1 |
 LX6835| LX7007 5149                                APPROX. 3.7 KM 2772240.5 |
 LX6835| LX6970 MIDDLETOWN CATH CHURCH SPIRE        APPROX. 4.2 KM 2830458.5 |
 LX6835|---------------------------------------------------------------------|
 LX6835
 LX6835                          SUPERSEDED SURVEY CONTROL
 LX6835
 LX6835  NAD 83(1992)-  41 33 27.95986(N)    072 36 12.41574(W) AD(       ) 2
 LX6835  NAD 83(1986)-  41 33 27.96179(N)    072 36 12.41783(W) AD(       ) 2
 LX6835  NAD 27      -  41 33 27.59806(N)    072 36 14.09447(W) AD(       ) 2
 LX6835  NGVD 29 (07/19/86)   83.7    (m)          275.     (f) VERT ANG       
 LX6835
 LX6835.Superseded values are not recommended for survey control.
 LX6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6835.See file dsdata.txt to determine how the superseded data were derived.
 LX6835
 LX6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9985203451(NAD 83)
 LX6835
 LX6835  HISTORY     - Date     Condition        Report By
 LX6835  HISTORY     - 1935     MONUMENTED       CGS
 LX6835  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6835  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6835
 LX6835                          STATION DESCRIPTION
 LX6835
 LX6835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6835'THE STATION IS REACHED FROM THE RAILROAD CROSSING AT THE EASTERLY
 LX6835'END OF UNION STREET IN MIDDLETOWN, GO 2.1 MILES ALONG THE RIVER
 LX6835'ROAD, TURN RIGHT ON A WOOD ROAD AND GO 0.2 MILE ON THE WINDING
 LX6835'ROAD TO THE OLD QUARRY.  THE STATION IS ON THE EASTERLY TIP OF
 LX6835'THE HILL AND S 5 DEG W OF BODKIN LIGHT.  THIS SECTION OF
 LX6835'MIDDLETOWN IS KNOWN AS THE WHITE ROCK SECTION.  THE STATION IS ON
 LX6835'THE PROPERTY OF MRS. THANKFUL COOLEY OF EAST HAMPTON.  THE STATION
 LX6835'IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN
 LX6835'OUTCROPPING BEDROCK, SURROUNDED BY A TRIANGLE CHISELED IN THE
 LX6835'ROCK, 8 METERS W OF THE BLUFF, AND 3 METERS E OF THE FACE OF
 LX6835'THE OLD QUARRY.
 LX6835'
 LX6835'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6835'BEDROCK S 70 DEG W, 11.95 METERS FROM THE STATION.  REFERENCE
 LX6835'MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK S OF
 LX6835'THE STATION 16.75 METERS.
 LX6835'
 LX6835'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6835
 LX6835                          STATION RECOVERY (1948)
 LX6835
 LX6835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6835'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6835
 LX6835                          STATION RECOVERY (1976)
 LX6835
 LX6835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJ)
 LX6835'THE STATION IS LOCATED ABOUT 4-1/4 MILES NORTHWEST OF THE CENTER
 LX6835'OF HIGGANUM, 3 MILES EAST OF THE CENTER OF MIDDLETOWN, AND 2 MILES
 LX6835'WEST OF THE CENTER OF COBALT.
 LX6835'
 LX6835'TO REACH THE STATION, IN MIDDLETOWN, FROM THE INTERSECTION OF
 LX6835'CONNECTICUT ROUTE 155 (RANDOLPH ROAD) AND CONNECTICUT ROUTE 9, GO
 LX6835'NORTHERLY ON CONNECTICUT ROUTE 9 FOR 0.85 MILE TO EXIT 12 (BOW
 LX6835'LANE).  TAKE THE BOW LANE EXIT FOR 0.17 MILE TO THE END OF THE
 LX6835'EXIT AND CONTINUE STRAIGHT ACROSS BOW LANE ONTO EASTERN DRIVE FOR
 LX6835'0.46 MILE TO SILVER STREET.  TURN RIGHT, (EAST), ON SILVER
 LX6835'STREET AND GO 0.72 MILE TO A Y IN THE ROAD.  BEAR RIGHT ONTO
 LX6835'(RIVER ROAD) AND AND GO 0.83 MILE TO A CRUSHED STONE DRIVE ON
 LX6835'THE RIGHT.  TURN RIGHT ONTO A STONE DRIVE AND GO SOUTHEASTERLY FOR
 LX6835'0.06 MILE TO A Y IN THE ROAD.  BEAR LEFT AND GO UPHILL PAST THE
 LX6835'MOBILE HOMES FOR 0.15 MILE TO THE EMPTY ANIMAL PEN.  THE STATION
 LX6835'IS ON THE HIGHEST PART OF A ROCK LEDGE.
 LX6835'THE STATION IS A DRILL HOLE IN THE
 LX6835'STEM OF A U.S. COAST AND GEODETIC SURVEY BRASS DISK.  THE
 LX6835'STEM IS FLUSH WITH THE SURFACE OF THE LEDGE.  THE STATION IS
 LX6835'ABOUT 200 FEET NORTHEAST OF THE CENTERLINE OF A DIRT ROAD,
 LX6835'150 FEET NORTH OF THE ANIMAL PEN ALONG A DIM PATH TO THE HIGHEST
 LX6835'PART OF A ROCK LEDGE, AND 25 FEET SOUTHWEST OF THE
 LX6835'NORTHEAST EDGE OF THE ROCK LEDGE.
 LX6835'
 LX6835'REFERENCE MARK 1 IS A DRILL HOLE IN A U.S. COAST AND GEODETIC
 LX6835'SURVEY BRONZE REFERENCE MARK DISK, STAMPED COOLEY NO. 1 1935, SET
 LX6835'IN A LEDGE OUTCROP.  IT IS 185 FEET NORTHEAST OF THE CENTERLINE OF
 LX6835'A DIRT ROAD AND 11 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A
 LX6835'ROCK LEDGE.
 LX6835'
 LX6835'REFERENCE MARK 2 IS A DRILL HOLE IN A U.S. COAST AND GEODETIC
 LX6835'SURVEY BRONZE REFERENCE MARK DISK, STAMPED COOLEY NO. 2 1935,
 LX6835'SET IN A LEDGE OUTCROP.  IT IS 144 FEET NORTHEAST OF THE
 LX6835'CENTERLINE OF A DIRT ROAD AND 80 FEET SOUTHWEST OF THE NORTHEAST
 LX6835'EDGE OF A ROCK LEDGE.
 LX6835'
 LX6835'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET IN
 LX6835'A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A LEDGE
 LX6835'OUTCROP.  IT IS 157 FEET NORTHEAST OF THE CENTERLINE OF A DIRT
 LX6835'ROAD AND 67 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK
 LX6835'LEDGE.
 LX6835'
 LX6835'5149 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX6835'DISK, STAMPED 5149, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX6835'6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX6835'IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 LX6835'
 LX6835'TO REACH THE MARK, IN MIDDLETOWN, FROM THE INTERSECTION OF
 LX6835'CONNECTICUT ROUTE 66 (WASHINGTON STREET) AND CONNECTICUT ROUTE 9,
 LX6835'PROCEED SOUTHERLY ON CONNECTICUT ROUTE 9 (SOUTHBOUND) FOR 0.55 MILE
 LX6835'TO THE MARK ON THE LEFT, (EAST).
 LX6835'
 LX6835'THE MARK IS 78.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LX6835'CONCRETE RETAINING WALL ON THE WEST SIDE OF CONNECTICUT ROUTE 9
 LX6835'(SOUTHBOUND), 43.4 FEET SOUTHEAST OF THE CENTERLINE OF A CATCH
 LX6835'BASIN ON THE WEST SIDE OF CONNECTICUT ROUTE 9 (NORTHBOUND), 22.8
 LX6835'FEET EAST OF THE CENTERLINE OF CONNECTICUT ROUTE 9 (SOUTHBOUND),
 LX6835'AND 11.7 FEET SOUTH OF THE CENTERLINE OF A SIGN THAT READS,
 LX6835'WESLEYAN UNIVERSITY NEXT LEFT.
 LX6835'
 LX6835'5163 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX6835'DISK, STAMPED 5163, SET IN THE TOP OF A REINFORCED CONCRETE POST,
 LX6835'6 INCHES BY 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP
 LX6835'OF THE MONUMENT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 LX6835'
 LX6835'TO REACH THE MARK, IN PORTLAND, AT THE INTERSECTION OF CONNECTICUT
 LX6835'ROUTE 17A (MAIN STREET) AND CONNECTICUT ROUTE 66 (MARLBOROUGH
 LX6835'STREET), GO EASTERLY ON CONNECTICUT ROUTE 66 (EASTBOUND) FOR 0.75
 LX6835'MILE TO THE MARK ON THE RIGHT (SOUTHWEST).
 LX6835'
 LX6835'THE MARK IS 92.6 FEET SOUTHWEST OF HARTFORD ELECTRIC LIGHT
 LX6835'COMPANY POLE 316, 39.0 FEET SOUTHEAST OF HARTFORD ELECTRIC LIGHT
 LX6835'COMPANY POLE 1845, 37.8 FEET NORTHEAST OF THE NORTHWEST CORNER
 LX6835'OF A 1-1/2 STORY FRAMEHOUSE, 24 FEET SOUTHWEST OF THE CENTERLINE
 LX6835'OF CONNECTICUT ROUTE 66 (EASTBOUND), AND 21.1 FEET WEST OF
 LX6835'HARTFORD ELECTRIC LIGHT COMPANY POLE 316-S.
 LX6835'
 LX6835'U.S.E. 140 (AZIMUTH MARK) IS A UNITED STATES ENGINEER BRASS PLUG,
 LX6835'STAMPED U.S.E. 140, SET IN A DRILL HOLE IN A LEDGE OUTCROP.  THE
 LX6835'TOP OF THE PLUG IS FLUSH WITH THE SURFACE OF THE LEDGE.
 LX6835'
 LX6835'TO REACH THE STATION, IN PORTLAND, FROM THE INTERSECTION OF
 LX6835'CONNECTICUT ROUTE 17 (GOSPEL LANE) AND CONNECTICUT ROUTE 66
 LX6835'(PORTLAND ROAD), GO SOUTHEASTERLY ON CONNECTICUT ROUTE 66 FOR 1.10
 LX6835'MILES TO PAYNE BOULIVARD ON THE RIGHT, SOUTH.  TURN RIGHT AND
 LX6835'PROCEED SOUTHERLY FOR 0.25 MILE ON PAYNE BOULIVARD TO LYMAN ON
 LX6835'THE RIGHT, SOUTHWEST.  TURN RIGHT AND PROCEED SOUTHWESTERLY ON
 LX6835'LYMAN LANE FOR 0.05 MILE TO A DIRT ROAD, OPPOSITE HARTFORD
 LX6835'ELECTRIC LIGHT COMPANY POLE 1706, ON THE RIGHT, NORTHWEST.  TURN
 LX6835'RIGHT AND PROCEED NORTHWESTERLY ON THE DIRT ROAD FOR 0.1 MILE TO A
 LX6835'GATE, CONTINUE NORTHWESTERLY FOR ANOTHER 0.1 MILE ALONG THE
 LX6835'DIRT ROAD TO A Y IN THE ROAD.  BEAR LEFT, PROCEED SOUTHWESTERLY
 LX6835'FOR 0.15 MILE TO ANOTHER Y IN THE ROAD.  BEAR RIGHT AND GO
 LX6835'NORTHWESTERLY FOR 0.05 MILE TO A POWER LINE CROSSING, CONTINUE
 LX6835'STRAIGHT THROUGH THE POWER LINE CROSSING AND PROCEED 0.15 MILE
 LX6835'TO THE END OF THE TRAVEL ROAD AND A FOOT PATH ON THE LEFT,
 LX6835'SOUTHWEST.  PROCEED ALONG THE FOOT PATH FOR APPROXIMATELY 300
 LX6835'FEET TO THE EDGE OF THE WATER, CHANNEL MARKER LIGHT STATION
 LX6835'80, AND THE STATION.  THE STATION IS APPROXIMATELY 40 FEET
 LX6835'NORTH OF CHANNEL MARKER LIGHT 80, 30 FEET ABOVE THE RIVER ABOUT
 LX6835'THE SAME ELEVATION AS THE TOP OF THE LIGHT, AND 20 FEET
 LX6835'NORTHEAST OF THE SOUTHWEST EDGE OF A ROCK LEDGE.
 LX6835'
 LX6835'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5539 ***********************************************************************
 LX5539  DESIGNATION -  COOMBS
 LX5539  PID         -  LX5539
 LX5539  STATE/COUNTY-  CT/NEW LONDON
 LX5539  USGS QUAD   -  MONTVILLE (1983)
 LX5539
 LX5539                         *CURRENT SURVEY CONTROL
 LX5539  ___________________________________________________________________
 LX5539* NAD 83(1996)-  41 24 16.64381(N)    072 11 51.27139(W)     ADJUSTED  
 LX5539* NAVD 88     -       121.0    (meters)     397.     (feet)  VERTCON   
 LX5539  ___________________________________________________________________
 LX5539  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LX5539  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5539
 LX5539  HORZ ORDER  -  FIRST
 LX5539
 LX5539.The horizontal coordinates were established by classical geodetic methods
 LX5539.and adjusted by the National Geodetic Survey in August 1998..
 LX5539
 LX5539.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5539
 LX5539.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5539
 LX5539.The geoid height was determined by GEOID03.
 LX5539
 LX5539;                    North         East     Units Scale Factor Converg.
 LX5539;SPC CT       -   215,994.096   350,992.582   MT  0.99998566   +0 21 58.6
 LX5539;SPC CT       -   708,640.63  1,151,548.16   sFT  0.99998566   +0 21 58.6
 LX5539;UTM  18      - 4,587,466.176   734,252.831   MT  1.00027537   +1 51 15.4
 LX5539
 LX5539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5539!SPC CT       -   0.99998579  x   0.99998566  =   0.99997145
 LX5539!UTM  18      -   0.99998579  x   1.00027537  =   1.00026115
 LX5539
 LX5539:                Primary Azimuth Mark                     Grid Az
 LX5539:SPC CT       -  MONTVILLE CABLE TV MAST                  033 40 53.1
 LX5539:UTM  18      -  MONTVILLE CABLE TV MAST                  032 11 36.3
 LX5539
 LX5539|---------------------------------------------------------------------|
 LX5539| PID    Reference Object                     Distance      Geod. Az  |
 LX5539|                                                           dddmmss.s |
 LX5539| LX5534 MONTVILLE CABLE TV MAST             APPROX. 6.5 KM 0340251.7 |
 LX5539| CZ7232 COOMBS AZ MK                         31.221 METERS 06253     |
 LX5539| LX5068 ROGERS                              APPROX. 7.8 KM 0781915.0 |
 LX5539| LX5531 WATERFORD SPHEROID TANK             APPROX. 4.1 KM 0991449.7 |
 LX5539| CZ7234 COOMBS RM 2                          10.604 METERS 19334     |
 LX5539| LX5519 EAST LYME STANDPIPE                 APPROX. 7.9 KM 1952219.1 |
 LX5539| CZ7233 COOMBS RM 1                          18.973 METERS 35124     |
 LX5539| LX5541 MONTVILLE ATT MICROWAVE             APPROX. 7.1 KM 3561311.4 |
 LX5539|---------------------------------------------------------------------|
 LX5539
 LX5539                          SUPERSEDED SURVEY CONTROL
 LX5539
 LX5539  NAD 83(1992)-  41 24 16.64277(N)    072 11 51.27082(W) AD(       ) 1
 LX5539  NAD 83(1986)-  41 24 16.64419(N)    072 11 51.27433(W) AD(       ) 1
 LX5539  NAD 27      -  41 24 16.29685(N)    072 11 52.99242(W) AD(       ) 1
 LX5539  NGVD 29 (07/19/86)  121.3    (m)          398.     (f) VERT ANG       
 LX5539
 LX5539.Superseded values are not recommended for survey control.
 LX5539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5539.See file dsdata.txt to determine how the superseded data were derived.
 LX5539
 LX5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3425387466(NAD 83)
 LX5539_MARKER: DS = TRIANGULATION STATION DISK
 LX5539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5539+STABILITY: SURFACE MOTION
 LX5539
 LX5539  HISTORY     - Date     Condition        Report By
 LX5539  HISTORY     - 1975     MONUMENTED       NGS
 LX5539  HISTORY     - 19991230 GOOD             USPSQD
 LX5539
 LX5539                          STATION DESCRIPTION
 LX5539
 LX5539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5539'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF THE THAMES
 LX5539'RIVER, 1-3/4 MILES SOUTHEAST OF CHESTERFIELD AND 1 MILE EAST OF
 LX5539'THE SOUTH END OF LAKE KONOMOC.  IT IS ON THE PROPERTY OF
 LX5539'MRS. FRANCIS COOMBS, 156 BUTLERTOWN ROAD, WATERFORD,
 LX5539'CONNECTICUT. 06385.  HER TELEPHONE NUMBER IS 443-0170.
 LX5539'
 LX5539'TO REACH THE STATION FROM THE POST OFFICE IN EAST LYME, GO
 LX5539'EASTERLY ON STATE HIGHWAY 51 FOR 0.65 MILE TO THE JUNCTION OF
 LX5539'STATE HIGHWAY 161 AT FLANDERS CORNER.  TURN LEFT AND GO NORTHERLY
 LX5539'ON STATE HIGHWAY 161 FOR 3.7 MILES TO SILVER FALLS ROAD ON THE
 LX5539'RIGHT, CONTINUE NORTHERLY ON STATE HIGHWAY 161 FOR 0.55 MILE TO
 LX5539'BUTLERTOWN ROAD ON THE RIGHT.  TURN SHARPLY TO THE RIGHT AND GO
 LX5539'SOUTHEASTERLY ON BUTLERTOWN ROAD FOR 1.4 MILES TO A WOODS TRACK
 LX5539'ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE WOODS TRACK
 LX5539'ROAD FOR 0.3 MILE TO THE TOP OF THE HILL AND THE STATION AS
 LX5539'DESCRIBED.
 LX5539'
 LX5539'THE STATION MARKS ARE STANDARD DISKS STAMPED COOMBS 1975.  THE
 LX5539'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 LX5539'IS 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT
 LX5539'IS 50 FEET EAST OF A ROCK FENCE, 8 FEET SOUTHWEST OF THE END
 LX5539'OF THE TRACK ROAD AND 4.2 FEET WEST OF A METAL WITNESS POST.  THE
 LX5539'UNDERGROUND MARK IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 LX5539'
 LX5539'REFERENCE MARK 1, STAMPED COOMBS 1975 NO 1, IS A STANDARD DISK
 LX5539'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS ABOUT
 LX5539'3 FEET BY 18 INCHES AND PROJECTS ABOUT 4 INCHES ABOVE THE
 LX5539'GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF THE END OF THE
 LX5539'TRACK ROAD, 15 FEET NORTHEAST OF A TRIANGULAR BLAZED TREE AND
 LX5539'4.5 FEET EAST OF A METAL WITNESS POST.
 LX5539'
 LX5539'REFERENCE MARK 2, STAMPED COOMBS 1975 NO 2, IS A STANDARD DISK
 LX5539'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS ABOUT
 LX5539'8 FOOT ACROSS AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 LX5539'SURFACE.  IT IS 43 FEET SOUTHWEST OF THE END OF THE TRACK ROAD,
 LX5539'39.2 FEET EAST OF THE ROCK FENCE AND 3 FEET WEST OF A METAL
 LX5539'WITNESS POST.
 LX5539'
 LX5539'THE AZIMUTH MARK, STAMPED COOMBS 1975 AZ, IS A STANDARD
 LX5539'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LX5539'BOULDER WHICH IS ABOUT 2 BY 8 FEET AND PROJECTS ABOUT 1 FOOT
 LX5539'ABOVE THE GROUND SURFACE.  IT IS 20 FEET NORTHWEST OF THE
 LX5539'APPROXIMATE CENTER OF THE TRACK ROAD AND 2.5 FEET EAST OF A
 LX5539'METAL WITNESS POST.
 LX5539'
 LX5539'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LX5539
 LX5539                          STATION RECOVERY (1999)
 LX5539
 LX5539'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5845 ***********************************************************************
 LX5845  DESIGNATION -  COOPER
 LX5845  PID         -  LX5845
 LX5845  STATE/COUNTY-  CT/NEW LONDON
 LX5845  USGS QUAD   -  OLD LYME (1976)
 LX5845
 LX5845                         *CURRENT SURVEY CONTROL
 LX5845  ___________________________________________________________________
 LX5845* NAD 83(1996)-  41 21 51.13171(N)    072 22 26.56768(W)     ADJUSTED  
 LX5845* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LX5845  ___________________________________________________________________
 LX5845  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX5845  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5845
 LX5845  HORZ ORDER  -  THIRD
 LX5845
 LX5845.The horizontal coordinates were established by classical geodetic methods
 LX5845.and adjusted by the National Geodetic Survey in August 1998..
 LX5845
 LX5845.The orthometric height was scaled from a topographic map.
 LX5845
 LX5845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5845
 LX5845.The geoid height was determined by GEOID03.
 LX5845
 LX5845;                    North         East     Units Scale Factor Converg.
 LX5845;SPC CT       -   211,425.829   336,256.273   MT  0.99998749   +0 14 57.4
 LX5845;SPC CT       -   693,652.91  1,103,200.79   sFT  0.99998749   +0 14 57.4
 LX5845;SPC NY L     -   134,250.186   436,041.065   MT  1.00003511   +1 03 48.6
 LX5845;SPC NY L     -   440,452.49  1,430,578.06   sFT  1.00003511   +1 03 48.6
 LX5845;UTM  18      - 4,582,515.722   719,636.445   MT  1.00019372   +1 44 09.7
 LX5845
 LX5845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5845!SPC CT       -   0.99999837  x   0.99998749  =   0.99998586
 LX5845!SPC NY L     -   0.99999837  x   1.00003511  =   1.00003348
 LX5845!UTM  18      -   0.99999837  x   1.00019372  =   1.00019209
 LX5845
 LX5845|---------------------------------------------------------------------|
 LX5845| PID    Reference Object                     Distance      Geod. Az  |
 LX5845|                                                           dddmmss.s |
 LX5845| CZ7236 COOPER RM 2                          21.060 METERS 07037     |
 LX5845| LX5806 GARDNERS CHIMNEY                    APPROX. 5.1 KM 1453438.7 |
 LX5845| LX5837 MEADOW TREE                         APPROX. 2.7 KM 1583555.8 |
 LX5845| LX5839 MEADOW SHACK CHIMNEY                APPROX. 2.2 KM 1611656.7 |
 LX5845| LX5840 DIETSCHS DOCK HOUSE FLAG            APPROX. 2.7 KM 1695926.6 |
 LX5845| CZ7235 COOPER RM 1                           3.400 METERS 17200     |
 LX5845| LX5836 HOWARDS BARN CUPOLA                 APPROX. 1.3 KM 1805629.0 |
 LX5845| LX5916 ANDERSONS BARN CUPOLA               APPROX. 3.1 KM 1962511.0 |
 LX5845| LX5894 ESSEX STEAMBOAT DOCK CUPOLA         APPROX. 1.7 KM 2115456.2 |
 LX5845| LX5904 ST JOHNS MEMORIAL CH TOWER          APPROX. 1.8 KM 2232935.3 |
 LX5845| LX5906 EVANS CUPOLA                        APPROX. 2.4 KM 2285848.4 |
 LX5845| LX5900 ESSEX BAP CHURCH TOWER              APPROX. 1.8 KM 2361223.0 |
 LX5845| LX5905 ESSEX SCHOOL CUPOLA                 APPROX. 1.9 KM 2374837.8 |
 LX5845|---------------------------------------------------------------------|
 LX5845
 LX5845                          SUPERSEDED SURVEY CONTROL
 LX5845
 LX5845  NAD 83(1992)-  41 21 51.13079(N)    072 22 26.56734(W) AD(       ) 3
 LX5845  NAD 83(1986)-  41 21 51.13261(N)    072 22 26.57058(W) AD(       ) 3
 LX5845  NAD 27      -  41 21 50.77800(N)    072 22 28.27900(W) AD(       ) 3
 LX5845
 LX5845.Superseded values are not recommended for survey control.
 LX5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5845.See file dsdata.txt to determine how the superseded data were derived.
 LX5845
 LX5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1963682516(NAD 83)
 LX5845_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5845_SETTING: 66 = SET IN ROCK OUTCROP
 LX5845_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5845+STABILITY: POSITION/ELEVATION WELL
 LX5845
 LX5845  HISTORY     - Date     Condition        Report By
 LX5845  HISTORY     - 1934     MONUMENTED       CGS
 LX5845  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5845  HISTORY     - 20040901 GOOD             USPSQD
 LX5845
 LX5845                          STATION DESCRIPTION
 LX5845
 LX5845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5845'THIS STATION IS ON THE PINNACLE ROCK ABOVE THE OLD ELYS
 LX5845'LANDING.  THE PROPERTY BELONGS TO E.H. COOPER.
 LX5845'
 LX5845'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX5845'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX5845'
 LX5845'THE STATION IS NOT ON THE HIGHEST PART OF THE RIDGE BUT IS ABOUT
 LX5845'19 METERS WESTERLY, ALONG THE HOG-BACK WHICH IS THE AXIS OF THE
 LX5845'LEDGE.  IT IS ABOUT 7.5 METERS NORTHERLY OF THE STEEP SOUTHERN
 LX5845'FACE OF THE ROCK AND 9.7 METERS EASTERLY OF THE WESTERN FACE.  IT
 LX5845'IS 2.7 METERS SOUTHERLY OF THE BACK-BONE OF THE LEDGE.
 LX5845'
 LX5845'REFERENCE MARK NO.1 IS A LITTLE LOWER IN ELEVATION THAN THE
 LX5845'STATION, 4 METERS INSIDE THE CLIFF TO THE SOUTHWARD.  IT BEARS S 05
 LX5845'DEG W (MAGNETIC).
 LX5845'
 LX5845'REFERENCE MARK NO.2 IS IN THE RIDGE MARKING THE TOP OF THE LEDGE
 LX5845'ABOUT 3 METERS EASTERLY OF THE HIGHEST POINT.  IT BEARS N 82 DEG E
 LX5845'(MAGNETIC).
 LX5845'
 LX5845'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5845
 LX5845                          STATION RECOVERY (1961)
 LX5845
 LX5845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5845'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES
 LX5845'WERE CHECKED AND FOUND TO BE CORRECT AS PUBLISHED IN 1934.
 LX5845'
 LX5845'THE MARKS ARE STAMPED--
 LX5845'
 LX5845'STATION - COPPER 1934
 LX5845'
 LX5845'R.M.1 - COPPER NO 1 1934
 LX5845'
 LX5845'R.M.2 - COPPER NO 2 1934
 LX5845'
 LX5845'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND
 LX5845'ADEQUATE.
 LX5845
 LX5845                          STATION RECOVERY (2004)
 LX5845
 LX5845'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX5845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6195 ***********************************************************************
 LX6195  DESIGNATION -  COOPER CHIMNEY
 LX6195  PID         -  LX6195
 LX6195  STATE/COUNTY-  CT/NEW HAVEN
 LX6195  USGS QUAD   -  CLINTON (1984)
 LX6195
 LX6195                         *CURRENT SURVEY CONTROL
 LX6195  ___________________________________________________________________
 LX6195* NAD 83(1996)-  41 16 29.26910(N)    072 34 37.66187(W)     ADJUSTED  
 LX6195* NAVD 88     -                                                        
 LX6195  ___________________________________________________________________
 LX6195  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX6195  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX6195
 LX6195  HORZ ORDER  -  THIRD
 LX6195
 LX6195.The horizontal coordinates were established by classical geodetic methods
 LX6195.and adjusted by the National Geodetic Survey in August 1998..
 LX6195
 LX6195
 LX6195.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6195
 LX6195.The geoid height was determined by GEOID03.
 LX6195
 LX6195;                    North         East     Units Scale Factor Converg.
 LX6195;SPC CT       -   201,442.517   319,284.520   MT  0.99999329   +0 06 52.6
 LX6195;SPC CT       -   660,899.32  1,047,519.30   sFT  0.99999329   +0 06 52.6
 LX6195;SPC NY L     -   124,026.046   419,212.411   MT  1.00002233   +0 55 50.4
 LX6195;SPC NY L     -   406,908.79  1,375,366.05   sFT  1.00002233   +0 55 50.4
 LX6195;UTM  18      - 4,572,094.143   702,926.529   MT  1.00010682   +1 35 55.8
 LX6195
 LX6195                          SUPERSEDED SURVEY CONTROL
 LX6195
 LX6195  NAD 83(1992)-  41 16 29.26821(N)    072 34 37.66166(W) AD(       ) 4
 LX6195  NAD 83(1986)-  41 16 29.27037(N)    072 34 37.66489(W) AD(       ) 4
 LX6195  NAD 27      -  41 16 28.92000(N)    072 34 39.33000(W) AD(       ) 3
 LX6195
 LX6195.Superseded values are not recommended for survey control.
 LX6195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6195.See file dsdata.txt to determine how the superseded data were derived.
 LX6195
 LX6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0292772094(NAD 83)
 LX6195_MARKER: 85 = CHIMNEY
 LX6195
 LX6195  HISTORY     - Date     Condition        Report By
 LX6195  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX6195  HISTORY     - 1961     GOOD             CGS
 LX6195  HISTORY     - 1974     GOOD             CTGS
 LX6195  HISTORY     - 1989     GOOD             USPSQD
 LX6195
 LX6195                          STATION DESCRIPTION
 LX6195
 LX6195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6195'THE RUNACRES ESTATE OF FRANK W. COOPER IS ON THE SOUTHERLY SIDE OF
 LX6195'THE POST ROAD ABOUT 1 MILE E OF MADISON CENTER.  THE IMPOSING
 LX6195'HOUSE ON THE ESTATE IS TWO STORIES HIGH AND CONSISTS OF TWO
 LX6195'WINGS, THE WING TO THE EASTWARD BEING CONSIDERABLY SHORTER
 LX6195'THAN THE OTHER.  THE THREE CHIMNEYS AND THE HOUSE ITSELF ARE
 LX6195'PAINTED WHITE.  THERE IS ONE CHIMNEY ON EACH WING AND ON THE
 LX6195'S FACE NEAR THE W WALL.
 LX6195'
 LX6195'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6195
 LX6195                          STATION RECOVERY (1961)
 LX6195
 LX6195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6195'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX6195'
 LX6195'IT IS PRESUMED THAT THE STATION IS THE CHIMNEY ON THE S. FACE
 LX6195'OF THE HOUSE.  THE EASTWARD WING HAS BEEN EXTENDED TO
 LX6195'APPROXIMATELY THE SAME LENGTH AS THE WESTWARD WING.  THE ESTATE
 LX6195'IS NOW OWNED BY MR. HAROLD C. STRONG.
 LX6195
 LX6195                          STATION RECOVERY (1974)
 LX6195
 LX6195'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX6195'STATION WAS FOUND IN GOOD CONDITION.
 LX6195'
 LX6195'THE CHIMNEY IS BELOW TREE LINE.
 LX6195
 LX6195                          STATION RECOVERY (1989)
 LX6195
 LX6195'RECOVERY NOTE BY US POWER SQUADRON 1989 (NM)
 LX6195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0710 ***********************************************************************
 LX0710  DESIGNATION -  COPPER BOLT
 LX0710  PID         -  LX0710
 LX0710  STATE/COUNTY-  CT/LITCHFIELD
 LX0710  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0710
 LX0710                         *CURRENT SURVEY CONTROL
 LX0710  ___________________________________________________________________
 LX0710* NAD 83(1986)-  41 57 19.     (N)    073 21 55.     (W)     SCALED    
 LX0710* NAVD 88     -       187.625  (meters)     615.57   (feet)  ADJUSTED  
 LX0710  ___________________________________________________________________
 LX0710  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0710  DYNAMIC HT  -         187.560 (meters)     615.35  (feet)  COMP
 LX0710  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LX0710
 LX0710  VERT ORDER  -  SECOND    CLASS 0
 LX0710
 LX0710.The horizontal coordinates were scaled from a topographic map and have
 LX0710.an estimated accuracy of +/- 6 seconds.
 LX0710
 LX0710.The orthometric height was determined by differential leveling
 LX0710.and adjusted by the National Geodetic Survey in June 1991..
 LX0710
 LX0710.The geoid height was determined by GEOID03.
 LX0710
 LX0710.The dynamic height is computed by dividing the NAVD 88
 LX0710.geopotential number by the normal gravity value computed on the
 LX0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0710.degrees latitude (g = 980.6199 gals.).
 LX0710
 LX0710.The modeled gravity was interpolated from observed gravity values.
 LX0710
 LX0710;                    North         East    Units  Estimated Accuracy
 LX0710;SPC CT       -   277,190.      253,790.      MT  (+/- 180 meters Scaled)
 LX0710
 LX0710                          SUPERSEDED SURVEY CONTROL
 LX0710
 LX0710  NGVD 29 (??/??/92)  187.842  (m)          616.28   (f) ADJ UNCH    2 0
 LX0710
 LX0710.Superseded values are not recommended for survey control.
 LX0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0710.See file dsdata.txt to determine how the superseded data were derived.
 LX0710
 LX0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM354461(NAD 83)
 LX0710_MARKER: B = BOLT
 LX0710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0710_SP_SET: BRIDGE
 LX0710_MARK LOGO: NONE  
 LX0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0710
 LX0710  HISTORY     - Date     Condition        Report By
 LX0710  HISTORY     - UNK      MONUMENTED       RBNF
 LX0710  HISTORY     - 1935     GOOD             NGS
 LX0710  HISTORY     - 1972     GOOD             CTGS
 LX0710  HISTORY     - 1984     GOOD             NGS
 LX0710
 LX0710                          STATION DESCRIPTION
 LX0710
 LX0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0710'AT FALLS VILLAGE.
 LX0710'AT FALLS VILLAGE, LITCHFIELD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0710'AND HARTFORD RAILROAD, 700 FEET NORTH OF THE STATION, AT 30-FOOT
 LX0710'STEEL-GIRDER BRIDGE NO. 76.14 OVER A HIGHWAY, IN THE WEST SIDE
 LX0710'OF THE NORTH ABUTMENT, 4 FEET WEST OF THE WEST RAIL, AND 1 FOOT
 LX0710'LOWER THAN THE RAIL.  A COPPER BOLT.
 LX0710
 LX0710                          STATION RECOVERY (1972)
 LX0710
 LX0710'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0710'RECOVERED IN GOOD CONDITION.
 LX0710
 LX0710                          STATION RECOVERY (1984)
 LX0710
 LX0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0710'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3141 ***********************************************************************
 LX3141  DESIGNATION -  COPPER BOLT
 LX3141  PID         -  LX3141
 LX3141  STATE/COUNTY-  CT/HARTFORD
 LX3141  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3141
 LX3141                         *CURRENT SURVEY CONTROL
 LX3141  ___________________________________________________________________
 LX3141* NAD 83(1986)-  41 43 39.     (N)    072 40 03.     (W)     SCALED    
 LX3141* NAVD 88     -         8.965  (meters)      29.41   (feet)  ADJUSTED  
 LX3141  ___________________________________________________________________
 LX3141  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX3141  DYNAMIC HT  -           8.963 (meters)      29.41  (feet)  COMP
 LX3141  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 LX3141
 LX3141  VERT ORDER  -  FIRST     CLASS II
 LX3141
 LX3141.The horizontal coordinates were scaled from a topographic map and have
 LX3141.an estimated accuracy of +/- 6 seconds.
 LX3141
 LX3141.The orthometric height was determined by differential leveling
 LX3141.and adjusted by the National Geodetic Survey in June 1991..
 LX3141
 LX3141.The geoid height was determined by GEOID03.
 LX3141
 LX3141.The dynamic height is computed by dividing the NAVD 88
 LX3141.geopotential number by the normal gravity value computed on the
 LX3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3141.degrees latitude (g = 980.6199 gals.).
 LX3141
 LX3141.The modeled gravity was interpolated from observed gravity values.
 LX3141
 LX3141;                    North         East    Units  Estimated Accuracy
 LX3141;SPC CT       -   251,710.      311,670.      MT  (+/- 180 meters Scaled)
 LX3141
 LX3141                          SUPERSEDED SURVEY CONTROL
 LX3141
 LX3141.No superseded survey control is available for this station.
 LX3141
 LX3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM940221(NAD 83)
 LX3141_MARKER: B = BOLT
 LX3141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3141_SP_SET: HEADWALL
 LX3141_MARK LOGO: USGS  
 LX3141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3141+STABILITY: SURFACE MOTION
 LX3141
 LX3141  HISTORY     - Date     Condition        Report By
 LX3141  HISTORY     - UNK      MONUMENTED       USGS
 LX3141  HISTORY     - 1986     GOOD             NGS
 LX3141
 LX3141                          STATION DESCRIPTION
 LX3141
 LX3141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3141'IN WETHERSFIELD.
 LX3141'MARK IS LOCATED IN WETHERSFIELD ALONG HARTFORD AVENUE AND JUST SOUTH
 LX3141'OF THE INTERSECTION OF SILAS DEANE HIGHWAY (HIGHWAY 99) AND SOUTHEAST
 LX3141'OF A RAILROAD CROSSING.  IT IS 11.7 METERS (38.7 FT) EAST OF THE
 LX3141'CENTERLINE OF HARTFORD AVENUE, 15.2 METERS (50.0 FT) NORTHEAST OF THE
 LX3141'CENTER OF RAILROAD CROSSING, 2.1 METERS (7.0 FT) EAST OF THE EAST RAIL
 LX3141'OF RAILROAD AND 1.7 METERS (5.6 FT) NORTH OF THE SOUTH END OF
 LX3141'HEADWALL.
 LX3141'THE MARK IS 0.30 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1910 ***********************************************************************
 LX1910  DESIGNATION -  COPPER NAIL
 LX1910  PID         -  LX1910
 LX1910  STATE/COUNTY-  CT/LITCHFIELD
 LX1910  USGS QUAD   -  NEW MILFORD (1984)
 LX1910
 LX1910                         *CURRENT SURVEY CONTROL
 LX1910  ___________________________________________________________________
 LX1910* NAD 83(1986)-  41 30 10.     (N)    073 25 03.     (W)     SCALED    
 LX1910* NAVD 88     -        76.016  (meters)     249.40   (feet)  ADJUSTED  
 LX1910  ___________________________________________________________________
 LX1910  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX1910  DYNAMIC HT  -          75.990 (meters)     249.31  (feet)  COMP
 LX1910  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 LX1910
 LX1910  VERT ORDER  -  FIRST     CLASS II
 LX1910
 LX1910.The horizontal coordinates were scaled from a topographic map and have
 LX1910.an estimated accuracy of +/- 6 seconds.
 LX1910
 LX1910.The orthometric height was determined by differential leveling
 LX1910.and adjusted by the National Geodetic Survey in June 1991..
 LX1910
 LX1910.The geoid height was determined by GEOID03.
 LX1910
 LX1910.The dynamic height is computed by dividing the NAVD 88
 LX1910.geopotential number by the normal gravity value computed on the
 LX1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1910.degrees latitude (g = 980.6199 gals.).
 LX1910
 LX1910.The modeled gravity was interpolated from observed gravity values.
 LX1910
 LX1910;                    North         East    Units  Estimated Accuracy
 LX1910;SPC CT       -   226,960.      249,070.      MT  (+/- 180 meters Scaled)
 LX1910
 LX1910                          SUPERSEDED SURVEY CONTROL
 LX1910
 LX1910.No superseded survey control is available for this station.
 LX1910
 LX1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL320957(NAD 83)
 LX1910_MARKER: Z = SEE DESCRIPTION
 LX1910_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX1910+WITH SETTING: PAVEMENT
 LX1910_SP_SET: STONE WALL
 LX1910_MARK LOGO: USGS  
 LX1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1910+STABILITY: SURFACE MOTION
 LX1910
 LX1910  HISTORY     - Date     Condition        Report By
 LX1910  HISTORY     - 1922     MONUMENTED       USGS
 LX1910  HISTORY     - 1984     GOOD             NGS
 LX1910
 LX1910                          STATION DESCRIPTION
 LX1910
 LX1910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1910'2.4 KM (1.5 MI) NORTH FROM BROOKFIELD.
 LX1910'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1910'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE RIGHT, AT THE SOUTH SIDE
 LX1910'OF THE LOWER STONE AT THE ENTRANCE TO GALLWO HILLS CEMETERY, AT THE
 LX1910'JUNCTION OF ALDRICH ROAD, ALSO 7.2 KM (4.5 MI) SOUTH ALONG HIGHWAY 7
 LX1910'FROM THE JUNCTION OF PICKETT DISTRICT ROAD IN NEW MILFORD, 17.68
 LX1910'METERS (58.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.32 METERS
 LX1910'(47.0 FT) SOUTH OF THE CENTER OF ALDRICH ROAD, 1.64 METERS (5.4 FT)
 LX1910'NORTHWEST OF THE NORTHWEST 10 BY 10 CM (4 BY 4 IN) WOODEN LEG OF A
 LX1910'SIGN (GALLOW HILLS CEMETERY).  NOTE--MARK IS A STANDARD USGS COPPER
 LX1910'NAIL WITH WASHER STAMPED U.S.G.S. BM.
 LX1910'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 LX1910'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6715 ***********************************************************************
 LX6715  DESIGNATION -  COPPER RESET
 LX6715  PID         -  LX6715
 LX6715  STATE/COUNTY-  CT/HARTFORD
 LX6715  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6715
 LX6715                         *CURRENT SURVEY CONTROL
 LX6715  ___________________________________________________________________
 LX6715* NAD 83(1996)-  41 57 32.77307(N)    072 44 22.33476(W)     ADJUSTED  
 LX6715* NAVD 88     -       205.9    (meters)     676.     (feet)  VERTCON   
 LX6715  ___________________________________________________________________
 LX6715  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LX6715  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX6715
 LX6715  HORZ ORDER  -  FIRST
 LX6715
 LX6715.The horizontal coordinates were established by classical geodetic methods
 LX6715.and adjusted by the National Geodetic Survey in August 1998..
 LX6715
 LX6715.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6715
 LX6715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6715
 LX6715.The geoid height was determined by GEOID03.
 LX6715
 LX6715;                    North         East     Units Scale Factor Converg.
 LX6715;SPC CT       -   277,430.433   305,668.005   MT  1.00001067   +0 00 25.0
 LX6715;SPC CT       -   910,203.01  1,002,845.78   sFT  1.00001067   +0 00 25.0
 LX6715;UTM  18      - 4,647,706.950   687,331.192   MT  1.00003184   +1 30 42.4
 LX6715
 LX6715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6715!SPC CT       -   0.99997225  x   1.00001067  =   0.99998292
 LX6715!UTM  18      -   0.99997225  x   1.00003184  =   1.00000409
 LX6715
 LX6715|---------------------------------------------------------------------|
 LX6715| PID    Reference Object                     Distance      Geod. Az  |
 LX6715|                                                           dddmmss.s |
 LX6715| CZ7239 COPPER RM 2                           3.826 METERS 07241     |
 LX6715| CZ7238 COPPER RM                             3.725 METERS 16521     |
 LX6715| LX6660 TRAVELERS TOWER                     APPROX.22.3 KM 1653516.8 |
 LX6715| CZ7240 COPPER RM 3                           7.377 METERS 17627     |
 LX6715| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX.15.6 KM 1981830.5 |
 LX6715| LX7231 BUCK                                APPROX. 7.9 KM 1982245.1 |
 LX6715| LX6734 COPPER RM 1                           9.519 METERS 35348     |
 LX6715|---------------------------------------------------------------------|
 LX6715
 LX6715                          SUPERSEDED SURVEY CONTROL
 LX6715
 LX6715  NAD 83(1996)-  41 57 32.77299(N)    072 44 22.33477(W) AD(       ) 1
 LX6715  NAD 83(1992)-  41 57 32.77357(N)    072 44 22.33540(W) AD(       ) 1
 LX6715  NAD 83(1992)-  41 57 32.77393(N)    072 44 22.33577(W) AD(       ) 1
 LX6715  NAD 83(1986)-  41 57 32.77470(N)    072 44 22.33642(W) AD(       ) 1
 LX6715  NAD 27      -  41 57 32.42590(N)    072 44 23.99789(W) AD(       ) 1
 LX6715  NGVD 29 (07/19/86)  206.1    (m)          676.     (f) VERT ANG       
 LX6715
 LX6715.Superseded values are not recommended for survey control.
 LX6715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6715.See file dsdata.txt to determine how the superseded data were derived.
 LX6715
 LX6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8733147707(NAD 83)
 LX6715_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6715
 LX6715  HISTORY     - Date     Condition        Report By
 LX6715  HISTORY     - 1936     MONUMENTED       CTGS
 LX6715  HISTORY     - 1939     SEE DESCRIPTION  MAGS
 LX6715  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6715  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6715  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX6715  HISTORY     - 1979     GOOD             NGS
 LX6715  HISTORY     - 1980     GOOD             NGS
 LX6715  HISTORY     - 20060820 GOOD             GEOCAC
 LX6715
 LX6715                          STATION DESCRIPTION
 LX6715
 LX6715'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936
 LX6715'STATION IS ON THE SUMMIT OF A PROMINENT RIDGE KNOWN AS PEAK
 LX6715'MOUNTAIN, 3-1/2 MILES NE OF TARIFFVILLE, 2-1/2 MILES NE OF
 LX6715'GRANBY, 0.4 MILE SE OF THE OLD NEWGATE PRISON (NOW USED AS A ZOO)
 LX6715'ON THE HIGHEST PART OF THE RIDGE AT THE S END, ON PROPERTY CLAIMED
 LX6715'BY CLARENCE SEAMOR OF WEST HARTFORD (OWNERSHIP DISPUTED BY
 LX6715'WILLIAM VIETS OF E. GRANBY) IN A ROCK LEDGE DIRECTLY ABOVE THE S
 LX6715'END OF AN ABANDONED ROCK QUARRY 10 FEET E OF THE W EDGE OF THE
 LX6715'SUMMIT OF ROCK CLIFF, 16 FEET S OF A 20-INCH CEDAR CLUMP, 14.5
 LX6715'FEET SW OF AN 8-INCH CEDAR STUB.  THE POINT WAS THE NORTHERLY
 LX6715'ONE OF TWO LEAD FILLED DRILL HOLES IN THE LEDGE AND ASSUMED TO
 LX6715'BE THE STATION MARK BY T.J.M. IN 1935.  THIS STATION WAS
 LX6715'ESTABLISHED BY THE METROPOLITAN DISTRICT SURVEY OF HARTFORD
 LX6715'COUNTY IN 1934.
 LX6715'
 LX6715'STATION AND REFERENCE MARKS ARE STANDARD STATE SURVEY DISKS
 LX6715'WEDGED IN DRILL HOLES IN LEDGE.  ALL MARKS ARE STAMPED, COPPER 1936.
 LX6715'
 LX6715'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 9 AND
 LX6715'10 AT GRANBY, GO SE ON ROUTE 9 FOR 2.25 MILES OR 1.0 MILE AFTER
 LX6715'CROSSING RAILROAD TRACKS AND TURN LEFT ON TARVIA ROAD AT ARROW
 LX6715'NEWGATE PRISON, CONTINUE 2.0 MILES AND TURN LEFT AT INTERSECTION,
 LX6715'THENCE 0.25 MILE AND KEEP TO RIGHT WITH THE PAVEMENT, THENCE 0.8
 LX6715'MILE AND TURN RIGHT THROUGH BAR GATE ON GRAVEL ROAD ABOUT 0.15
 LX6715'MILE BEFORE REACHING NEWGATE PRISON AND CONTINUE 0.2 MILE TO
 LX6715'END IN OLD QUARRY.  THE STATION IS ON THE SUMMIT ABOUT 150 FEET
 LX6715'ABOVE.  IT IS BEST REACHED BY GOING PAST S END OF QUARRY
 LX6715'AND CLIMBING UP S END OF RIDGE.
 LX6715
 LX6715                          STATION RECOVERY (1939)
 LX6715
 LX6715'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1939
 LX6715'STATION IS ON THE HIGHEST POINT OF PEAK MOUNTAIN ABOUT 2 MILES
 LX6715'NW OF THE CENTER OF EAST GRANBY.
 LX6715'
 LX6715'MARK IS A STANDARD DISK STAMPED COPPER 1936, SET IN ROCK LEDGE.
 LX6715'
 LX6715'TO REACH FROM THE CONNECTICUT-MASSACHUSETTS STATE LINE ON
 LX6715'ROUTE 5A (W SIDE OF CONNECTICUT RIVER) GO S ON SAID ROUTE FOR 6
 LX6715'MILES TO WINDSOR LOCKS, TURN W ON ROUTE 20 AND GO 4 MILES TO
 LX6715'CENTER OF EAST GRANBY AT INTERSECTION OF ROUTES 20 AND 187.  FROM
 LX6715'THIS POINT GO N ON ROUTE 187 FOR 1.0 MILE TO SMALL BLACK HOUSE
 LX6715'AND LARGE WHITE HOUSE (WITH LARGE RED BARNS IN REAR) ON LEFT (W)
 LX6715'SIDE OF ROAD, CONTINUE N 500 FEET TO DRIVE GOING W, PASSING N OF
 LX6715'YELLOW BARN, AND FOLLOW ROAD W UP HILL FOR 0.8 MILE TO STATION.
 LX6715'
 LX6715'NOTE--POSITIVELY DO NOT DRIVE TRUCKS ON WAGON ROAD LEADING
 LX6715'TO STATION FROM MAIN HIGHWAY (ROUTE 187), AND DO NO CUTTING
 LX6715'WHATSOEVER OF BRUSH OR TREES.
 LX6715
 LX6715                          STATION RECOVERY (1961)
 LX6715
 LX6715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LX6715'THE STATION SITE WAS RECOVERED ALTHOUGH SOMEONE HAS PRYED THE
 LX6715'DISK LOOSE FROM THE SHANK OF THE MARK.  THE SHANK STILL REMAINS
 LX6715'INTACT IN THE DRILL HOLE.  REFERENCE MARKS 1,2 AND 3 WERE
 LX6715'RECOVERED AND STILL REMAIN IN GOOD CONDITION.  PREVIOUS
 LX6715'DESCRIPTION IS ADEQUATE.
 LX6715
 LX6715                          STATION RECOVERY (1971)
 LX6715
 LX6715'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6715'STATION COPPER 1936 WAS RECOVERED WITHOUT THE DISK.  THERE IS A
 LX6715'LEAD PLUG WHERE THE DISK WAS.  RMS 1, 2 AND 3 WERE RECOVERED IN
 LX6715'GOOD CONDITION.
 LX6715'
 LX6715'TO REACH FROM THE INTERSECTION OF NEWGATE RD. AND RT 20 (TURKEY
 LX6715'HILL RD) IN THE TOWN OF EAST GRANBY, FOLLOW THE METACOMET TRAIL
 LX6715'NORTHERLY UP THE RIDGE FOR FIVE MINUTES (A MANS WALK) TO A Y IN
 LX6715'TRAIL.  BEAR LEFT AND CONTINUE NORTHERLY FOR 14 MINUTES TO
 LX6715'ANOTHER Y IN TRAIL.  BEAR LEFT AND PROCEED NORTHERLY FOR 2-1/2
 LX6715'MINUTES TO ANOTHER Y IN TRAIL.  BEAR LEFT AGAIN AND PROCEED
 LX6715'NORTHWESTERLY FOR 1-1/2 MINUTES PASSING UNDER POWER LINES AND
 LX6715'TO STATION.
 LX6715
 LX6715                          STATION RECOVERY (1972)
 LX6715
 LX6715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX6715'THE 3 REFERENCE MARKS WERE FOUND IN GOOD CONDITION, BUT NO STATION
 LX6715'DISK WAS FOUND.  BOTH LEAD PLUGS WERE FOUND, AS DESCRIBED IN 1936,
 LX6715'AND BESIDE THE NORTH PLUG WAS A VERY SHALLOW HOLE, WHICH MIGHT HAVE
 LX6715'HELD THE DISK.  THE NORTH LEAD PLUG (1-INCH-DIAMETER AND 1/2-INCH
 LX6715'THICK) WAS REMOVED AND A STATION DISK SET, AFTER DRILLING A
 LX6715'DEEPER HOLE.  SLIGHT DIFFERENCES WERE FOUND IN DISTANCES TO
 LX6715'RMS--RM 1, .02 METER LESS.  RM 2, .04 METER LESS.  RM 3, .018
 LX6715'METER MORE.  A CONSIDERABLE DIFFERENCE WAS FOUND IN THE ANGLES
 LX6715'BETWEEN REFERENCE MARKS, INDICATING THAT THE DESCRIBED DISK
 LX6715'MIGHT HAVE BEEN BESIDE THE LEAD PLUG.  THE ANGLE FROM RM 3 TO
 LX6715'RM 1 IS NOW 32 MINUTES LESS, ANGLE FROM RM 3 TO RM 2 IS NOW 13
 LX6715'MINUTES LESS, AND THE ANGLE FROM RM 1 TO RM 2
 LX6715'IS NOW 30 MINUTES MORE.
 LX6715'
 LX6715'STATION IS LOCATED ON A PROMINENT POINT ON PEAK MTN., ABOUT
 LX6715'1/4-MILE SOUTHEAST OF OLD NEWGATE PRISION.
 LX6715'
 LX6715'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 187 AND 20
 LX6715'IN EAST GRANBY, GO WEST ON HIGHWAY 20 FOR 0.8 MILE TO CROSSROAD
 LX6715'(NEWGATE RD) AND END OF TRUCK TRAVEL.  WALK NORTH UP RIDGE ON
 LX6715'THE METACOMET TRAIL FOR ABOUT 1 MILE TO STATION.
 LX6715'
 LX6715'STATION MARK IS A STANDARD DISK STAMPD COPPER 1936 1972, CEMENTED
 LX6715'IN A DRILL HOLE IN BEDROCK ON OPEN AREA OVERLOOKING ROCK CLIFFS,
 LX6715'UP ON POINT JUST NORTH OF WHERE A POWER LINE COMES UP ONTO RIDGE.
 LX6715'
 LX6715'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COPPER NO 1
 LX6715'1936, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET HIGHER
 LX6715'THAN STATION MARK.
 LX6715'
 LX6715'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COPPER NO 2
 LX6715'1936, CEMENTED IN A DRILL HOLE IN BEDROCK PROJECTING 6 INCHES.
 LX6715'
 LX6715'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED COPPER NO
 LX6715'3 1936, CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE.
 LX6715'
 LX6715'BRASS PLUG IS A 1-INCH-DIAMETER, MUSHROOMED TOP, ON A 5/8-INCH
 LX6715'STEM, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT APPEARS TO BE THE
 LX6715'REMAINS OF AN OLD MARK, WITH THE DISK BROKEN OFF.
 LX6715'
 LX6715'DISTANCE FROM RM 1 TO RM 2 = 9.555 METERS, 31.35 FEET.
 LX6715'
 LX6715'DISTANCE FROM RM 2 TO RM 3 = 9.089 METERS, 29.820 FEET.
 LX6715'
 LX6715'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6715'1-1/2 MILES NW OF EAST GRANBY.
 LX6715
 LX6715                          STATION RECOVERY (1979)
 LX6715
 LX6715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6715'THE STATION MARK, REFERENCE MARKS 1,2 AND 3 AND THE LEAD FILLED
 LX6715'DRILL HOLE WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 LX6715'DIRECTION BETWEEN THE REFERENCE MARKS COMPARED FAVORABLY WITH
 LX6715'THE 1972 DATA.  THE DISTANCE TO REFERENCE MARK 2 COMPARED
 LX6715'FAVORABLY WITH THE 1972 DATA.  HOWEVER, A LONGER DISTANCE
 LX6715'OF 0.016 METER TO REFERENCE MARK 3 WAS NOTED AND VERIFIED.
 LX6715'A TRAVERSE DISTANCE, USING STANDARDIZED 30 METER TAPES,
 LX6715'WAS MADE FROM THE STATION MARK TO REFERENCE MARK 1 AT THIS
 LX6715'DATE.  A PORTABLE STAND (PEK TOWER) WAS ERECTED OVER REFERENCE
 LX6715'MARK 1 AND OCCUPIED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 LX6715'
 LX6715'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF GRANBY, 1 MILE
 LX6715'NORTHWEST OF EAST GRANBY AND ON A PROMINENT POINT ON PEAK
 LX6715'MOUNTAIN.  THE PROPERTY IS OWNED BY L.H. VIETS, 95 NORTH
 LX6715'MAIN STREET, EAST GRANBY, CONNECTICUT.  (PHONE NUMBER 635-6065.)
 LX6715'
 LX6715'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX6715'20 AND 187 IN EAST GRANBY, GO WEST ON STATE HIGHWAY 20
 LX6715'FOR 0.4 MILE TO METACOMET DRIVE ON THE RIGHT.  TURN RIGHT
 LX6715'AND GO NORTHERLY ON METACOMET DRIVE FOR 0.45 MILE TO TALCOTT
 LX6715'RANGE ROAD ON THE RIGHT.  CONTINUE NORTHERLY ON THE WINDING
 LX6715'ROAD (METACOMET DRIVE) FOR 0.25 MILE TO A NARROW PAVED
 LX6715'ROAD ON THE RIGHT, ABOUT 100 YARDS BEFORE REACHING A
 LX6715'TURN-A-ROUND.  TURN RIGHT AND GO NORTHWESTERLY ON THE PAVED
 LX6715'ROAD FOR 0.1 MILE TO A GRAVEL ROAD ON THE LEFT AND A METAL
 LX6715'GATE.  TURN LEFT, PASSING THROUGH THE GATE, AND GO
 LX6715'NORTHWESTERLY ON THE GRAVEL ROAD FOR 0.05 MILE TO A FENCED
 LX6715'AREA AROUND A CONCRETE BUILDING AND THE END OF TRUCK TRAVEL.
 LX6715'FROM HERE, PACK WEST ABOUT 40 YARDS TO A WELL TRAVELED
 LX6715'FOOTPATH.  BEAR RIGHT, AND PACK NORTHERLY THROUGH THE WOODS
 LX6715'ON THE FOOTPATH FOR APPROXIMATELY 1/2 MILE TO THE STATION,
 LX6715'ABOUT 50 YARDS BEYOND A POWER LINE CROSSING.  (ABOUT
 LX6715'A 30 MINUTE PACK).
 LX6715'
 LX6715'THE STATION IS A STANDARD NGS DISK
 LX6715'STAMPED---COPPER 1936 1972---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'10.0 FEET SOUTH-SOUTHEAST FROM THE EDGE OF THE CLIFF.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6715'STAMPED---COPPER NO 1 1936---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'11.0 FEET SOUTH-SOUTHEAST FROM THE EDGE OF THE CLIFF.
 LX6715'MARK IS ABOVE STATION 0.50 METERS.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6715'STAMPED---COPPER NO 2 1936---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'23.0 FEET SOUTH-SOUTHEAST FROM THE EDGE OF THE CLIFF.
 LX6715'MARK IS LEVEL WITH STATION.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX6715'STAMPED---COPPER NO 3 1936---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'8.0 FEET SOUTH-SOUTHEAST FROM THE EDGE OF THE CLIFF AND
 LX6715'4.0 FEET NORTH FROM THE SOUTH EDGE OF THE ROCK LEDGE.
 LX6715'MARK IS ABOVE STATION 0.30 METERS.
 LX6715'
 LX6715'DRILL HOLE FILLED WITH LEAD IS A DRILL HOLE IN THE
 LX6715'ROCK LEDGE, WHICH IS FILLED WITH LEAD.  IT IS
 LX6715'11 FEET SOUTH-SOUTHEAST OF THE EDGE OF THE LEDGE AND
 LX6715'ABOUT LEVEL WITH THE STATION.
 LX6715'
 LX6715'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6715'
 LX6715'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 1
 LX6715'USING STANDARDIZED 30 METER TAPES.
 LX6715'
 LX6715'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX6715'
 LX6715'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
 LX6715
 LX6715                          STATION RECOVERY (1980)
 LX6715
 LX6715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX6715'THE STATION MARK, REFERENCE MARKS 2, 3, BRASS PLUG,
 LX6715'AND COPPER HCMD 1936 RM (LEAD FILLED DRILL HOLE)
 LX6715'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 LX6715'WAS RECOVERED IN FAIR CONDITION, IT HAS BEEN HIT BUT
 LX6715'IS STILL SOLID.  THE TRAVERSE DISTANCE TO REFERENCE
 LX6715'MARK 1 AGREED WITH THE 1979 DATA.  THE DISTANCE TO
 LX6715'REFERENCE MARK 2, COPPER HCMD 1936 RM (LEAD FILLED
 LX6715'DRILL HOLE), AND THE BRASS PLUG AGREED WITH THE
 LX6715'PREVIOUS DATA.  THE DISTANCE TO REFERENCE MARK 3
 LX6715'DISAGREED WITH THE 1979 DATA BY 0.016 METER SHORTER,
 LX6715'HOWEVER IT AGREED WITH THE 1972 DATA.  THE DIRECTIONS
 LX6715'TO ALL REFERENCE MARKS AGREED WITH THE PREVIOUS DATA.
 LX6715'A COMPLETE NEW DESCRIPTIONS FOLLOWS.
 LX6715'
 LX6715'THE STATION IS LOCATED 4 KM (2-1/2 MI) EAST OF GRANDY 1.6 KM
 LX6715'(1 MI) NORTHWEST OF EAST GRANBY AND ON A PROMINENT POINT ON
 LX6715'PEAK MOUNTAIN.
 LX6715'OWNERSHIP--MR LH VIETS, 95 NORTH MAIN STREET,
 LX6715'EAST GRANBY, CT 06026, PHONE NUMBER 635-6065.
 LX6715'
 LX6715'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 LX6715'187 IN EAST GRANBY, GO WEST ON HIGHWAY 20 FOR 0.6 KM (0.4 MI) TO
 LX6715'METACOMET DRIVE ON THE RIGHT.  TURN RIGHT, NORTHERLY ON
 LX6715'METACOMET DRIVE FOR 0.7 KM (0.45 MI) TO TALCOTT RANGE ROAD ON
 LX6715'THE RIGHT.  CONTINUE NORTHERLY ON WINDING ROAD FOR 0.4 KM (0.25 MI)
 LX6715'TO A NARROW PAVED ROAD ON RIGHT ABOUT 100 YARDS BEFORE REACHING
 LX6715'A TURN-A-ROUND.  TURN RIGHT, NORTHWESTERLY ON PAVED ROAD FOR 0.2
 LX6715'KM (0.1 MI) TO A GRAVELED ROAD LEFT AND A METAL GATE.  BEAR LEFT,
 LX6715'NORTHERLY PASSING THROUGH GATE FOR 0.1 KM (0.05 MI) TO A FENCED
 LX6715'WATER RESERVOIR AND END OF TRUCK TRAVEL.  PACK WEST FOR ABOUT
 LX6715'50 YARDS TO A WELL TRAVELED TRAIL, THEN RIGHT ON TRAIL FOR ABOUT
 LX6715'0.8 KM (1/2 MI) TO HIGHEST POINT OF MOUNTAIN AND
 LX6715'STATION.
 LX6715'
 LX6715'THE STATION IS A STANDARD NGS DISK
 LX6715'STAMPED---COPPER 1936 1972---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'7.6 METERS (25.0 FT) SOUTHWEST FROM A HIGH POINT OF THE HILL, AND
 LX6715'2.7 METERS (9.0 FT) SOUTHEAST FROM THE WEST EDGE OF CLIFF.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX6715'STAMPED---COPPER 1936 NO 1---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'3.0 METERS (10.0 FT) SOUTHEAST FROM THE WEST EDGE OF CLIFF.
 LX6715'MARK IS ABOVE STATION 0.3 METERS.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX6715'STAMPED---COPPER 1936 NO 2---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'6.4 METERS (21.0 FT) SOUTHEAST FROM THE WEST EDGE OF CLIFF.
 LX6715'MARK IS LEVEL WITH STATION.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX6715'STAMPED---COPPER 1936 NO 3---,
 LX6715'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6715'2.4 METERS (8.0 FT) SOUTHEAST FROM THE WEST EDGE OF CLIFF AND
 LX6715'1.2 METERS (4.0 FT) NORTHEAST FROM THE SOUTHWEST END OF THE ROCK
 LX6715'LEDGE.
 LX6715'MARK IS LEVEL WITH STATION.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 4 IS A BRASS BOLT PROJECTING 1 CM, SET IN
 LX6715'THE SAME ROCK LEDGE AS THE STATION, NO STAMPING.
 LX6715'IT IS LOCATED
 LX6715'9.0 METERS (30.0 FT) SOUTHWEST FROM A HIGH POINT AND
 LX6715'3.7 METERS (12.0 FT) SOUTHEAST FROM THE WEST EDGE OF CLIFF.
 LX6715'MARK IS LEVEL WITH STATION.
 LX6715'
 LX6715'REFERENCE MARK NUMBER 5 IS A DRILL HOLE FILLED WITH LEAD
 LX6715'IN A ROCK LEDGE.  IT IS LOCATED
 LX6715'3.4 METERS (11.0 FT) SOUTH-SOUTHEAST FROM THE EDGE OF THE LEDGE.
 LX6715'MARK IS LEVEL WITH STATION.
 LX6715'
 LX6715'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6715'
 LX6715'DESCRIBED BY K.R. WALLACE.
 LX6715
 LX6715                          STATION RECOVERY (2006)
 LX6715
 LX6715'RECOVERY NOTE BY GEOCACHING 2006 (LJL)
 LX6715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0694 ***********************************************************************
 LX0694  DESIGNATION -  COPPER RIVET
 LX0694  PID         -  LX0694
 LX0694  STATE/COUNTY-  CT/LITCHFIELD
 LX0694  USGS QUAD   -  ELLSWORTH (1969)
 LX0694
 LX0694                         *CURRENT SURVEY CONTROL
 LX0694  ___________________________________________________________________
 LX0694* NAD 83(1986)-  41 48 23.     (N)    073 23 26.     (W)     SCALED    
 LX0694* NAVD 88     -       130.00   (+/-2cm)     426.5    (feet)  VERTCON   
 LX0694  ___________________________________________________________________
 LX0694  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX0694
 LX0694  VERT ORDER  -  ? (See Below)
 LX0694
 LX0694.The horizontal coordinates were scaled from a topographic map and have
 LX0694.an estimated accuracy of +/- 6 seconds.
 LX0694
 LX0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0694.The vertical order pertains to the NGVD 29 superseded value.
 LX0694
 LX0694.The geoid height was determined by GEOID03.
 LX0694
 LX0694;                    North         East    Units  Estimated Accuracy
 LX0694;SPC CT       -   260,670.      251,570.      MT  (+/- 180 meters Scaled)
 LX0694
 LX0694                          SUPERSEDED SURVEY CONTROL
 LX0694
 LX0694  NGVD 29 (??/??/92)  130.244  (m)          427.31   (f) ADJ UNCH    ?  
 LX0694
 LX0694.Superseded values are not recommended for survey control.
 LX0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0694.See file dsdata.txt to determine how the superseded data were derived.
 LX0694
 LX0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM336295(NAD 83)
 LX0694_MARKER: R = RIVET
 LX0694_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0694_SP_SET: BRIDGE
 LX0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0694
 LX0694  HISTORY     - Date     Condition        Report By
 LX0694  HISTORY     - UNK      MONUMENTED       RBNF
 LX0694  HISTORY     - 1935     GOOD             NGS
 LX0694
 LX0694                          STATION DESCRIPTION
 LX0694
 LX0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0694'1.3 MI S FROM CORNWALL BRIDGE.
 LX0694'1.3 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0694'RAILROAD FROM THE STATION AT CORNWALL BRIDGE, LITCHFIELD
 LX0694'COUNTY, AT THE WEST SIDE OF BRIDGE NO. 64.42, AND 4 FEET WEST
 LX0694'OF THE WEST RAIL.  A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6734 ***********************************************************************
 LX6734  DESIGNATION -  COPPER RM 1
 LX6734  PID         -  LX6734
 LX6734  STATE/COUNTY-  CT/HARTFORD
 LX6734  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6734
 LX6734                         *CURRENT SURVEY CONTROL
 LX6734  ___________________________________________________________________
 LX6734* NAD 83(1996)-  41 57 33.07979(N)    072 44 22.37944(W)     ADJUSTED  
 LX6734* NAVD 88     -       206.4    (meters)     677.     (feet)  VERTCON   
 LX6734  ___________________________________________________________________
 LX6734  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LX6734  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX6734
 LX6734  HORZ ORDER  -  FIRST
 LX6734
 LX6734.The horizontal coordinates were established by classical geodetic methods
 LX6734.and adjusted by the National Geodetic Survey in August 1998..
 LX6734
 LX6734.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6734
 LX6734.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6734
 LX6734.The geoid height was determined by GEOID03.
 LX6734
 LX6734;                    North         East     Units Scale Factor Converg.
 LX6734;SPC CT       -   277,439.897   305,666.975   MT  1.00001068   +0 00 24.9
 LX6734;SPC CT       -   910,234.06  1,002,842.40   sFT  1.00001068   +0 00 24.9
 LX6734;UTM  18      - 4,647,716.383   687,329.914   MT  1.00003183   +1 30 42.4
 LX6734
 LX6734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6734!SPC CT       -   0.99997218  x   1.00001068  =   0.99998286
 LX6734!UTM  18      -   0.99997218  x   1.00003183  =   1.00000401
 LX6734
 LX6734|---------------------------------------------------------------------|
 LX6734| PID    Reference Object                     Distance      Geod. Az  |
 LX6734|                                                           dddmmss.s |
 LX6734| LX6715 COPPER RESET                          9.519 METERS 17348     |
 LX6734| LX7242 HALE                                APPROX. 6.9 KM 2604837.8 |
 LX6734|---------------------------------------------------------------------|
 LX6734
 LX6734                          SUPERSEDED SURVEY CONTROL
 LX6734
 LX6734  NAD 83(1996)-  41 57 33.07971(N)    072 44 22.37945(W) AD(       ) 1
 LX6734  NAD 83(1992)-  41 57 33.08029(N)    072 44 22.38009(W) AD(       ) 1
 LX6734  NAD 83(1992)-  41 57 33.08065(N)    072 44 22.38046(W) AD(       ) 1
 LX6734  NAD 83(1986)-  41 57 33.08164(N)    072 44 22.38114(W) AD(       ) 1
 LX6734  NAD 27      -  41 57 32.73264(N)    072 44 24.04260(W) AD(       ) 1
 LX6734  NGVD 29 (07/19/86)  206.6    (m)          678.     (f) VERT ANG       
 LX6734
 LX6734.Superseded values are not recommended for survey control.
 LX6734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6734.See file dsdata.txt to determine how the superseded data were derived.
 LX6734
 LX6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8733047716(NAD 83)
 LX6734_MARKER: DR = REFERENCE MARK DISK
 LX6734_SETTING: 66 = SET IN ROCK OUTCROP
 LX6734_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX6734_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6734+STABILITY: POSITION/ELEVATION WELL
 LX6734
 LX6734  HISTORY     - Date     Condition        Report By
 LX6734  HISTORY     - 1979     MONUMENTED       NGS
 LX6734  HISTORY     - 1980     GOOD             NGS
 LX6734  HISTORY     - 20060820 GOOD             GEOCAC
 LX6734
 LX6734                          STATION DESCRIPTION
 LX6734
 LX6734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6734'THE STATION IS LOCATED ABOUT 2-1/2 MILES EAST OF GRANBY, 1 MILE
 LX6734'NORTHWEST OF EAST GRANBY AND ON A PROMINENT POINT ON PEAK
 LX6734'MOUNTAIN.  THE PROPERTY IS OWNED BY MR. L.H. VIETS, 95 NORTH
 LX6734'MAIN STREET, EAST GRANBY, CONNECTICUT.  PHONE NUMBER 653-6065.
 LX6734'
 LX6734'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX6734'20 AND 187 IN EAST GRANBY, GO WEST ON STATE HIGHWAY
 LX6734'20 FOR 0.4 MILE TO METACOMET DRIVE ON THE RIGHT.  TURN RIGHT
 LX6734'AND GO NORTHERLY ON METACOMET DRIVEFOR 0.45 MILE TO TALCOTT
 LX6734'RANGE ROAD ON THE RIGHT.  CONTINUE NORTHERLY ON THE WINDING
 LX6734'ROAD (METACOMET DRIVE) FOR 0.25 MILE TO A NARROW PAVED
 LX6734'ROAD ON THE RIGHT, ABOUT 100 YARDS BEFORE REACHING A
 LX6734'TURN-A-ROUND.  TURN RIGHT AND GO NORTHWESTERLY ON THE PAVED
 LX6734'ROAD FOR 0.1 MILE TO A GRAVEL ROAD AND METAL GATE ON THE LEFT.
 LX6734'TURN LEFT, PASSING THROUGH THE GATE, AND GO NORTHWESTERLY
 LX6734'ON THE GRAVEL ROAD FOR 0.05 MILE TO A FENCED AREA AROUND
 LX6734'A CONCRETE BUILDING AND THE END OF TRUCK TRAVEL. FROM HERE,
 LX6734'PACK WEST ABOUT 40 YARDS TO A WELL TRAVELED FOOTPATH.  BEAR
 LX6734'RIGHT AND PACK NORTHERLY THROUGH THE WOODS ON
 LX6734'THE FOOTPATH FOR APPROXIMATELY A 1/2 MILE TO THE STATION
 LX6734'ON TOP OF THE RIDGE, ABOUT 50 YARDS BEYOND A POWER LINE
 LX6734'CROSSING.
 LX6734'
 LX6734'THE STATION IS A STANDARD NGS DISK
 LX6734'STAMPED---COPPER NO 1 1936---,
 LX6734'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6734'11.0 FEET SOUTH-SOUTHEAST FROM THE EDGE OF THE CLIFF.
 LX6734'
 LX6734'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 9.4 METERS.
 LX6734'
 LX6734'A TAPED TRAVERSE WAS MADE TO TRIANGULATION STATION
 LX6734'COPPER HCMD 1936 USING STANDARDIZED 30 METER TAPES.
 LX6734'
 LX6734'A PORTABLE STAND (PEK TOWER) WAS ERRECTED AT THIS
 LX6734'STATION AND OCCUPIED AT THIS TIME.
 LX6734'
 LX6734'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
 LX6734
 LX6734                          STATION RECOVERY (1980)
 LX6734
 LX6734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX6734'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  IT HAS BEEN
 LX6734'HIT BUT IS STILL SOLID.  A TRAVERSE TIE WAS MADE TO COPPER
 LX6734'HCMD 1936.  THE TRAVERSE AGREED WITH THE 1979 DATA.
 LX6734'
 LX6734'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) EAST OF GRANBY,
 LX6734'1.6 KM (1 MI) NORTHWEST OF EAST GRANBY, AND ON A PROMINENT POINT
 LX6734'OF PEAK MOUNTAIN.
 LX6734'OWNERSHIP--MR. L.H. VIETS, 95 NORTH MAIN STREET, EAST
 LX6734'GRANBY, CT 06026, PHONE 635-6065.
 LX6734'
 LX6734'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20
 LX6734'AND 187 IN EAST GRANBY, GO WEST ON HIGHWAY 20 FOR 0.6 KM (0.4 MI)
 LX6734'TO METACOMET DRIVE ON THE RIGHT.  TURN RIGHT, NORTHERLY, ON
 LX6734'METACOMET DRIVE FOR 0.7 KM (0.45 MI) TO TALCOTT RANGE
 LX6734'ROAD ON THE RIGHT.  CONTINUE NORTHERLY ON WINDING ROAD FOR
 LX6734'0.4 KM (0.25 MI) TO A NARROW PAVED ROAD ON THE RIGHT, ABOUT
 LX6734'100  YARDS BEFORE REACHING A TURN-A-ROUND.  TURN RIGHT,
 LX6734'NORTHWESTERLY ON PAVED ROAD FOR 0.2 KM (0.1 MI) TO A GRAVELED ROAD
 LX6734'ON THE LEFT AND A METAL GATE.  BEAR LEFT, NORTHERLY, PASSING
 LX6734'THROUGH THE GATE FOR 0.1 KM (0.05 MI) TO A WATER RESERVOIR
 LX6734'AND THE END OF TRUCK TRAVEL.  PACK WEST FOR ABOUT 50 YARDS
 LX6734'TO A WELL TRAVELED TRAIL, THEN RIGHT ON TRAIL FOR ABOUT
 LX6734'0.8 KM (1/2 MI) (25 MINUTE PACK) TO HIGHEST POINT OF MOUNTAIN
 LX6734'AND STATION.
 LX6734'
 LX6734'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 LX6734'STAMPED---COPPER 1936 NO 1---,
 LX6734'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX6734'3.0 METERS (10.0 FT) EAST FROM THE EDGE OF A CLIFF.
 LX6734'
 LX6734'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX6734'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX6734'
 LX6734'DESCRIBED BY K.R. WALLACE.
 LX6734
 LX6734                          STATION RECOVERY (2006)
 LX6734
 LX6734'RECOVERY NOTE BY GEOCACHING 2006 (LJL)
 LX6734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3794 ***********************************************************************
 LX3794  DESIGNATION -  COPPS ISLAND 2
 LX3794  PID         -  LX3794
 LX3794  STATE/COUNTY-  CT/FAIRFIELD
 LX3794  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3794
 LX3794                         *CURRENT SURVEY CONTROL
 LX3794  ___________________________________________________________________
 LX3794* NAD 83(1996)-  41 03 34.34296(N)    073 23 14.01359(W)     ADJUSTED  
 LX3794* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX3794  ___________________________________________________________________
 LX3794  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LX3794  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX3794
 LX3794  HORZ ORDER  -  THIRD
 LX3794
 LX3794.The horizontal coordinates were established by classical geodetic methods
 LX3794.and adjusted by the National Geodetic Survey in August 1998..
 LX3794
 LX3794.The orthometric height was scaled from a topographic map.
 LX3794
 LX3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3794
 LX3794.The geoid height was determined by GEOID03.
 LX3794
 LX3794;                    North         East     Units Scale Factor Converg.
 LX3794;SPC CT       -   177,719.581   251,235.323   MT  1.00001716   -0 25 21.1
 LX3794;SPC CT       -   583,068.33    824,261.22   sFT  1.00001716   -0 25 21.1
 LX3794;SPC NY L     -    99,331.871   351,509.093   MT  1.00000156   +0 24 02.9
 LX3794;SPC NY L     -   325,891.31  1,153,242.75   sFT  1.00000156   +0 24 02.9
 LX3794;UTM  18      - 4,546,619.532   635,517.124   MT  0.99982603   +1 03 34.2
 LX3794
 LX3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3794!SPC CT       -   1.00000384  x   1.00001716  =   1.00002100
 LX3794!SPC NY L     -   1.00000384  x   1.00000156  =   1.00000540
 LX3794!UTM  18      -   1.00000384  x   0.99982603  =   0.99982987
 LX3794
 LX3794:                Primary Azimuth Mark                     Grid Az
 LX3794:SPC CT       -  GRASSY HAMMOCK BEACON                    009 28 41.1
 LX3794:SPC NY L     -  GRASSY HAMMOCK BEACON                    008 39 17.1
 LX3794:UTM  18      -  GRASSY HAMMOCK BEACON                    007 59 45.8
 LX3794
 LX3794|---------------------------------------------------------------------|
 LX3794| PID    Reference Object                     Distance      Geod. Az  |
 LX3794|                                                           dddmmss.s |
 LX3794| LX3785 GRASSY HAMMOCK BEACON               APPROX. 1.9 KM 0090320.0 |
 LX3794| LX3778 SAUGATUCK RR BRDGE S TRANSM TR      APPROX. 6.9 KM 0140819.9 |
 LX3794| LX3790 LONG BEACH BEACON                   APPROX. 2.2 KM 3142108.0 |
 LX3794| LX3803 WEST NORWALK TANK                   APPROX. 9.1 KM 3190652.6 |
 LX3794| LX3795 NORWALK GOLDEN HILL TANK            APPROX. 5.8 KM 3234435.4 |
 LX3794| LX3792 CHIMONS IS TWR AND WINDMILL         APPROX. 0.8 KM 3351750.9 |
 LX3794|---------------------------------------------------------------------|
 LX3794
 LX3794                          SUPERSEDED SURVEY CONTROL
 LX3794
 LX3794  NAD 83(1992)-  41 03 34.34265(N)    073 23 14.01179(W) AD(       ) 3
 LX3794  NAD 83(1986)-  41 03 34.34380(N)    073 23 14.01430(W) AD(       ) 3
 LX3794  NAD 27      -  41 03 33.99600(N)    073 23 15.59000(W) AD(       ) 3
 LX3794
 LX3794.Superseded values are not recommended for survey control.
 LX3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3794.See file dsdata.txt to determine how the superseded data were derived.
 LX3794
 LX3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3551746620(NAD 83)
 LX3794
 LX3794  HISTORY     - Date     Condition        Report By
 LX3794  HISTORY     - 1834     MONUMENTED       CGS
 LX3794  HISTORY     - 1914     SEE DESCRIPTION  CGS
 LX3794  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3794  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3794  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3794
 LX3794                          STATION DESCRIPTION
 LX3794
 LX3794'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 LX3794'IN SOME OF THE DESCRIPTION BOOKS THERE IS A COPPS ISLAND 2, AND
 LX3794'A POSITION IS ALSO GIVEN FOR SUCH A NAMED STATION, WHICH IS VERY
 LX3794'CLOSE TO COPPS ISLAND.  IT SEEMS ALMOST CERTAIN THAT COPPS ISLAND
 LX3794'AND COPPS ISLAND 2 ARE IDENTICAL, AND THAT THE SLIGHT DIFFERENCE
 LX3794'IN POSITION IS DUE TO SCHEME OF ADJUSTMENT.  THE STATION
 LX3794'ESTABLISHED IN 1834 WAS RECOVERED IN 1882, THE REFERENCE MARKS
 LX3794'BEING IDENTIFIED, DISTANCES MEASURED AND UPON DIGGING THE CONE
 LX3794'STATION MARK BEING RECOVERED.  CONE WAS GLAZED EARTHENWARE,
 LX3794'ABOUT 6 INCHES IN DIAMETER, BURIED LARGER END UP, ABOUT 2.2
 LX3794'FEET BELOW SURFACE OF GROUND.  IT WAS RECOVERED IN 1904, AND
 LX3794'AGAIN IN 1908.  PROBABLY ALSO IN 1914, BUT THE DESCRIPTION OF
 LX3794'THAT DATE DOES NOT STATE THAT CONE WAS DUG FOR.  IN 1882 A
 LX3794'WOODEN STUB WITH TACK IN TOP WAS CENTERED IN THE CONE.
 LX3794'OVER THIS WAS PLACED A 4- BY 4-INCH SPRUCE POST REACHING NEARLY
 LX3794'TO THE CONE AND EXTENDING A LITTLE ABOVE THE GROUND.
 LX3794'REFERENCE MARKS PLACED THEN (1882) CONSISTED OF FOUR 3- BY
 LX3794'3-INCH SPRUCE POSTS WITH TACKS IN TOP, PLACED TO THE SW, NW, NE
 LX3794'AND SE (BY COMPASS) FROM STATION.  THEY ARE 2 FEET
 LX3794'UNDERGROUND, AND MOUTHS POINTING THE STATION ARE EACH 6 FEET
 LX3794'THEREFROM.  THE NORTHERN BOTTLE IS A SMALL EARTHENWARE
 LX3794'BOTTLE, BROKEN IN 3 PIECES.  THE SOUTHERN BOTTLE IS SIMILAR TO
 LX3794'THE NORTHERN ONE, BUT IS WHOLE.  EASTERN AND WESTERN BOTTLES ARE
 LX3794'OF GLASS AND HAVE PATENT CORKS.  BLOWN IN GLASS IS THE
 LX3794'LEGEND--THIS BOTTLE MUST NOT BE SOLD.  THE LARGE ROUND ROCK OF THE
 LX3794'ORIGINAL DESCRIPTION WAS MARKED WITH A CROSS DRILLED ON ITS
 LX3794'SUMMIT.  THIS CROSS IS ABOUT 4 INCHES LONG E AND W, AND 2 INCHES
 LX3794'N AND S.  IN CENTER OF CROSS IS DRILLED A HOLE.  ROCK IS ABOUT 2
 LX3794'1/2 FEET IN DIAMETER AND PROJECTS ABOUT 14 INCHES ABOVE GROUND.
 LX3794'IT IS BROWN WITH WHITE MOTTLINGS OF QUARTZ.  THE CROSS IS 37.44
 LX3794'FEET S (BY COMPASS) FROM THE STATION.  THE LARGE TRIANGULAR
 LX3794'ROCK IN WALL, (ALSO AN ORIGINAL REFERENCE MARK), WAS MARKED
 LX3794'WITH A CROSS 2 INCHES LONG AT CENTER OF WHICH A HOLE WAS
 LX3794'DRILLED.  THE ROCK IS ABOUT 2 FEET IN DIAMETER AND ABOUT 1
 LX3794'FOOT ABOVE GROUND, AND PROJECTS FROM WALL.  ROCK IS WHITEY
 LX3794'BROWN IN COLOR.  CROSS IS 45.97 FEET, W 26 DEG S (BY COMPASS)
 LX3794'FROM STATION.  A THIRD ROCK WAS MARKED (IN 1882) WITH A
 LX3794'CROSS ABOUT 2 INCHES IN SIZE WITH DRILL HOLE AT CENTER.
 LX3794'THIS ROCK IS BROWN AND WHITE, ABOUT 2 FEET IN DIAMETER, AND
 LX3794'RISES ONLY A FEW INCHES ABOVE THE GROUND.  THE CROSS IS IN THE
 LX3794'APPROXIMATE CENTER OF THE STONE, AND IS 34.81 FEET, E 5 DEG
 LX3794'N (BY COMPASS) FROM THE STATION.
 LX3794'
 LX3794'IN 1908 CONE AND REFERENCE CROSSES ON ROCKS FOUND IN GOOD
 LX3794'CONDITION.
 LX3794'
 LX3794'IN 1908 CONE AND REFERENCE CROSSES ON ROCKS FOUND IN GOOD
 LX3794'CONDITION.  THE 4 BOTTLES PLACED IN 1882 ALSO FOUND
 LX3794'UNDISTURBED.  A LARGE SIGNAL PLACED OVER THE STATION BY THE SHELL
 LX3794'FISH COMMISSION OF CONNECTICUT WAS REPORTED OVER THE STATION IN
 LX3794'1904, IN 1908, AND AGAIN IN 1914, WHEN THE STATION WAS REPORTED
 LX3794'RECOVERED AS DESCRIBED.
 LX3794
 LX3794                          STATION RECOVERY (1931)
 LX3794
 LX3794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3794'RECOVERED AS DESCRIBED INCLUDING THE ORIGINAL GLAZED TILE CONE
 LX3794'OF 1834.
 LX3794'
 LX3794'A TOWER (A FEW INCHES ECCENTRIC) WHICH WAS PLACED OVER THE
 LX3794'STATION IS NOW QUITE ROTTEN THOUGH STILL STANDING.
 LX3794'
 LX3794'THE TOWER IS A SQUARE, CONICAL FRAME WITH FINIAL.  A TYPE USED
 LX3794'BY THE CONNECTICUT SHELL FISH COMMISSION.
 LX3794
 LX3794                          STATION RECOVERY (1932)
 LX3794
 LX3794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3794'STATION RECOVERED AS DESCRIBED, ALL SURFACE MARKS BEING IN GOOD
 LX3794'CONDITION, CONNECTICUT SHELL FISH COMMISSION HAS ESTABLISHED
 LX3794'STRUCTURE OVER A STATION BUT ONLY LOWER PORTION OF CENTER POLE IS
 LX3794'DIRECTLY OVER THE MARK.
 LX3794
 LX3794                          STATION RECOVERY (1961)
 LX3794
 LX3794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3794'STATION AND TWO REFERENCE MARKS RECOVERED IN VERY GOOD
 LX3794'CONDITION.  STATION IS A BRONZE NAIL HEAD PROTRUDING ABOUT 1/8
 LX3794'INCH ABOVE FLAT TOP SURFACE OF CYLINDRICAL CONCRETE POST ABOUT
 LX3794'8 INCHES IN DIAMETER.  POSTS TOP SURFACE IS ABOUT 8 INCHES
 LX3794'BELOW LEVEL OF GROUND.  THERE IS A HEAVY WOODEN QUADRAPOD,
 LX3794'PAINTED WHITE BY CONN. SHELL FISH COMM. ABOUT 18 FEET HIGH WITH
 LX3794'SQUARE POLE IN CENTER EXTENDING ABOUT 5 FEET ABOVE APEX OF
 LX3794'QUADRAPOD AND SURMOUNTED BY A TARGET, MADE OF 2 HORIZONTAL
 LX3794'CROSS-BOARDS, PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5893 ***********************************************************************
 LX5893  DESIGNATION -  CORNFIELD
 LX5893  PID         -  LX5893
 LX5893  STATE/COUNTY-  CT/MIDDLESEX
 LX5893  USGS QUAD   -  ESSEX (1977)
 LX5893
 LX5893                         *CURRENT SURVEY CONTROL
 LX5893  ___________________________________________________________________
 LX5893* NAD 83(1996)-  41 15 38.81352(N)    072 23 17.90613(W)     ADJUSTED  
 LX5893* NAVD 88     -         4.2    (meters)      14.     (feet)  VERTCON   
 LX5893  ___________________________________________________________________
 LX5893  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LX5893  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5893
 LX5893  HORZ ORDER  -  SECOND
 LX5893
 LX5893.The horizontal coordinates were established by classical geodetic methods
 LX5893.and adjusted by the National Geodetic Survey in August 1998..
 LX5893
 LX5893.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5893
 LX5893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5893
 LX5893.The geoid height was determined by GEOID03.
 LX5893
 LX5893;                    North         East     Units Scale Factor Converg.
 LX5893;SPC CT       -   199,934.932   335,111.180   MT  0.99999442   +0 14 23.4
 LX5893;SPC CT       -   655,953.19  1,099,443.93   sFT  0.99999442   +0 14 23.4
 LX5893;SPC NY L     -   122,743.753   435,059.355   MT  1.00002055   +1 03 15.0
 LX5893;SPC NY L     -   402,701.80  1,427,357.23   sFT  1.00002055   +1 03 15.0
 LX5893;UTM  18      - 4,570,996.697   718,789.354   MT  1.00018916   +1 43 23.0
 LX5893
 LX5893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5893!SPC CT       -   1.00000413  x   0.99999442  =   0.99999855
 LX5893!SPC NY L     -   1.00000413  x   1.00002055  =   1.00002468
 LX5893!UTM  18      -   1.00000413  x   1.00018916  =   1.00019329
 LX5893
 LX5893|---------------------------------------------------------------------|
 LX5893| PID    Reference Object                     Distance      Geod. Az  |
 LX5893|                                                           dddmmss.s |
 LX5893| CZ7241 CORNFIELD RM 1                       23.890 METERS 00809     |
 LX5893| LX5895 HEARN                               430.434 METERS 0513219.4 |
 LX5893| CZ7242 CORNFIELD RM 2                       12.087 METERS 06346     |
 LX5893| LX5940 CORNFIELD A PT                        6.811 METERS 30613     |
 LX5893| LX5919 BEACON HILL 3 RESET                 APPROX. 3.7 KM 3415720.4 |
 LX5893|---------------------------------------------------------------------|
 LX5893
 LX5893                          SUPERSEDED SURVEY CONTROL
 LX5893
 LX5893  NAD 83(1992)-  41 15 38.81256(N)    072 23 17.90582(W) AD(       ) 2
 LX5893  NAD 83(1986)-  41 15 38.81448(N)    072 23 17.90941(W) AD(       ) 2
 LX5893  NAD 27      -  41 15 38.45596(N)    072 23 19.60429(W) AD(       ) 2
 LX5893  NGVD 29 (07/19/86)    4.5    (m)           15.     (f) VERT ANG       
 LX5893
 LX5893.Superseded values are not recommended for survey control.
 LX5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5893.See file dsdata.txt to determine how the superseded data were derived.
 LX5893
 LX5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1878970997(NAD 83)
 LX5893_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5893_SETTING: 80 = SET IN A BOULDER
 LX5893_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5893+STABILITY: SURFACE MOTION
 LX5893
 LX5893  HISTORY     - Date     Condition        Report By
 LX5893  HISTORY     - 1934     MONUMENTED       CGS
 LX5893  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5893  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5893  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5893  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5893  HISTORY     - 1983     GOOD             USPSQD
 LX5893  HISTORY     - 1990     GOOD             USPSQD
 LX5893  HISTORY     - 19970403 GOOD             USPSQD
 LX5893
 LX5893                          STATION DESCRIPTION
 LX5893
 LX5893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5893'THIS STATION IS ON THE SOUTHWESTERLY TIP OF CORNFIELD POINT.  THE
 LX5893'LOCALITY IS THE PROPERTY OF THE JAMES JAY SMITH COMPANY, THE
 LX5893'OWNERS OF THE CORNFIELD POINT REALTY DEVELOPMENT.  THE SHORE
 LX5893'LINE AT THE POINT IS STREWN WITH LARGE BOULDERS, GIVING THE
 LX5893'EFFECT OF A RIP-RAP WALL.  THE HIGHER GROUND HAS A GREAT MANY
 LX5893'THAT JUST PROJECT THROUGH THE TURF.
 LX5893'
 LX5893'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5893'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NO.1 AND
 LX5893'REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN A BOULDER
 LX5893'AS DESCRIBED IN NOTES 12C.
 LX5893'
 LX5893'THE STATION IS IN ONE OF THESE BOULDERS IN THE HIGHLAND ABOUT
 LX5893'6 METERS FROM THE SOUTHWESTERLY TIP OF THE POINT AND ABOUT 8
 LX5893'METERS FROM BOTH THE NW AND SE SHORES.
 LX5893'
 LX5893'REFERENCE MARK NO.1 IS IN A BOULDER DIRECTLY ON THE LINE OF
 LX5893'THE BANK AT THE NW SIDE OF THE POINT.  IT BEARS N 22 DEG E
 LX5893'(MAGNETIC).
 LX5893'
 LX5893'REFERENCE MARK NO.2 IS IN A BOULDER 4 METERS NORTHWESTERLY OF
 LX5893'THE SE SHORE OF THE POINT.  IT BEARS N 78 DEG E (MAGNETIC).
 LX5893'
 LX5893'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5893
 LX5893                          STATION RECOVERY (1948)
 LX5893
 LX5893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5893'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE WITH
 LX5893'THE FOLLOWING EXCEPTIONS--
 LX5893'
 LX5893'1.  REFERENCE MARK 1 HAS MOVED TO SOME EXTENT.  HOWEVER,
 LX5893'IT IS STILL IN GOOD POSITION FOR RECOVERY PURPOSES.  IT IS
 LX5893'PARTIALLY OBSCURED BY AN OVERHANGING BOULDER.
 LX5893'
 LX5893'2.  REFERENCE MARK 2 IS NOW ONLY 2 M. NW OF THE SE SHORE
 LX5893'OF THE POINT, DUE TO WEATHERING.
 LX5893'
 LX5893'REFERENCE MARK 1 IS NOW 24.65 M. FROM THE STATION.  REFERENCE
 LX5893'MARK 1 TO REFERENCE MARK 2 IS NOW 20.90 M.
 LX5893
 LX5893                          STATION RECOVERY (1954)
 LX5893
 LX5893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5893'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD
 LX5893'CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED BY EROSION.  THE
 LX5893'DISTANCE TO REFERENCE MARK 2 WAS MEASURED WITH A STEEL TAPE
 LX5893'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LX5893
 LX5893                          STATION RECOVERY (1971)
 LX5893
 LX5893'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5893'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.  THE
 LX5893'STATION IS ON CORNFIELD POINT, ABOUT 500 FEET SOUTHWEST OF THE
 LX5893'LARGE STONE CASTLE INN ON THE POINT.
 LX5893
 LX5893                          STATION RECOVERY (1976)
 LX5893
 LX5893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5893'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 LX5893'FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR BUT
 LX5893'NOT RECOVERED.  THE DIRECTION TO REFERENCE MARK 2 CHECKED THE
 LX5893'1934 DATA BUT THE DISTANCE WAS LONGER BY 0.017 OF A METER.
 LX5893'DUE TO A PRIVATE HOUSE AND LAWN AT THE STATION SITE, NO
 LX5893'SUITABLE PLACE WAS FOUND TO SET A NEW REFERENCE MARK.
 LX5893'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LX5893'
 LX5893'THE STATION IS LOCATED ON THE SOUTHWESTERLY TIP OF CORNFIELD
 LX5893'POINT, ABOUT 3 MILES SOUTH-SOUTHWEST OF OLD SAYBROOK AND ON
 LX5893'PROPERTY OWNED BY MR. RICHARD JOHNSON, TWO POINT ROAD, OLD
 LX5893'SAYBROOK, CONNECTICUT 06475, PHONE NUMBER 203-388-2818, WHO
 LX5893'LIVES AT THE STATION SITE.
 LX5893'
 LX5893'TO REACH THE STATION FROM THE TOWN HALL IN OLD SAYBROOK, GO
 LX5893'SOUTH AND SOUTHEAST ON STATE ROAD 154 FOR 0.55 MILE TO A SIDE
 LX5893'ROAD RIGHT, MAPLE AVENUE.  TURN RIGHT AND GO SOUTHERLY ON MAPLE
 LX5893'AVENUE FOR 1.25 MILES TO A CROSSROAD AND THE JUNCTION OF
 LX5893'TOWN BEACH ROAD.  CONTINUE AHEAD SOUTHWEST ON TOWN BEACH ROAD
 LX5893'FOR 0.35 MILE TO A T-ROAD, WEST SHORE DRIVE.  TURN LEFT AND GO
 LX5893'SOUTHWESTERLY ON WEST SHORE DRIVE FOR 0.2 MILE TO THE END OF
 LX5893'THE ROAD, MR. JOHNSONS HOME AND THE STATION SITE ON THE SOUTH
 LX5893'SIDE OF THE HOUSE.
 LX5893'
 LX5893'STATION MARK, STAMPED---CORNFIELD 1934---,IS A STANDARD DISK
 LX5893'CEMENTED IN A DRILL HOLE IN A BOULDER AND IS FLUSH WITH THE
 LX5893'GROUND SURFACE.  IT IS 62.1 FEET SOUTH OF THE SOUTHWEST CORNER
 LX5893'OF THE HOUSE, 59.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 LX5893'THE HOUSE, 20 FEET NORTHEAST OF THE HIGH WATER LINE AND 2 FEET
 LX5893'NORTH OF THE SOUTH EDGE OF THE LAWN.
 LX5893'
 LX5893'REFERENCE MARK 2, STAMPED---CORNFIELD NO 2 1934---, IS A
 LX5893'STANDARD DISK CEMENTED IN A BOULDER WHICH IS ABOUT 3 INCHES
 LX5893'UNDERGROUND.  IT IS 52.6 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 LX5893'OF THE HOUSE, 25.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LX5893'HOUSE AND 6 FEET NORTHWEST OF THE NORTHEAST EDGE OF THE LAWN.
 LX5893'
 LX5893'NO SUITABLE LOCATION FOUND FOR AN AZIMUTH MARK.
 LX5893'
 LX5893'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 LX5893'
 LX5893'DESCRIBED BY L.D. ACRES
 LX5893
 LX5893                          STATION RECOVERY (1983)
 LX5893
 LX5893'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5893'STATION AND R.M. 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 LX5893'ADEQUATE.  R.M. IS ABOUT 2 INCHES BELOW GROUND LEVEL.
 LX5893
 LX5893                          STATION RECOVERY (1990)
 LX5893
 LX5893'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX5893'RECOVERED IN GOOD CONDITION.
 LX5893
 LX5893                          STATION RECOVERY (1997)
 LX5893
 LX5893'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5892 ***********************************************************************
 LX5892  DESIGNATION -  CORNFIELD POINT TANK
 LX5892  PID         -  LX5892
 LX5892  STATE/COUNTY-  CT/MIDDLESEX
 LX5892  USGS QUAD   -  ESSEX (1977)
 LX5892
 LX5892                         *CURRENT SURVEY CONTROL
 LX5892  ___________________________________________________________________
 LX5892* NAD 83(1996)-  41 15 47.27894(N)    072 23 18.75356(W)     ADJUSTED  
 LX5892* NAVD 88     -                                                        
 LX5892  ___________________________________________________________________
 LX5892  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX5892  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5892
 LX5892  HORZ ORDER  -  THIRD
 LX5892
 LX5892.The horizontal coordinates were established by classical geodetic methods
 LX5892.and adjusted by the National Geodetic Survey in August 1998..
 LX5892
 LX5892
 LX5892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5892
 LX5892.The geoid height was determined by GEOID03.
 LX5892
 LX5892;                    North         East     Units Scale Factor Converg.
 LX5892;SPC CT       -   200,196.002   335,090.361   MT  0.99999423   +0 14 22.8
 LX5892;SPC CT       -   656,809.72  1,099,375.63   sFT  0.99999423   +0 14 22.8
 LX5892;SPC NY L     -   123,004.507   435,034.827   MT  1.00002084   +1 03 14.5
 LX5892;SPC NY L     -   403,557.29  1,427,276.76   sFT  1.00002084   +1 03 14.5
 LX5892;UTM  18      - 4,571,257.191   718,761.779   MT  1.00018901   +1 43 22.7
 LX5892
 LX5892                          SUPERSEDED SURVEY CONTROL
 LX5892
 LX5892  NAD 83(1992)-  41 15 47.27800(N)    072 23 18.75328(W) AD(       ) 4
 LX5892  NAD 83(1986)-  41 15 47.27991(N)    072 23 18.75681(W) AD(       ) 4
 LX5892  NAD 27      -  41 15 46.92400(N)    072 23 20.44800(W) AD(       ) 3
 LX5892
 LX5892.Superseded values are not recommended for survey control.
 LX5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5892.See file dsdata.txt to determine how the superseded data were derived.
 LX5892
 LX5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1876271257(NAD 83)
 LX5892
 LX5892  HISTORY     - Date     Condition        Report By
 LX5892  HISTORY     - 1934     MONUMENTED       CGS
 LX5892  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5892  HISTORY     - 1956     SEE DESCRIPTION  LOCSUR
 LX5892  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5892  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5892
 LX5892                          STATION DESCRIPTION
 LX5892
 LX5892'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5892'THE TANK IS LOCATED ON CORNFIELD POINT NORTHEASTERLY OF THE
 LX5892'TIP OF THE POINT.  IT IS ON THE PROPERTY OF JAS. JAY SMITH
 LX5892'DEVELOPMENT COMPANY AT THE INTERSECTION OF SHORE DRIVE AND UNCAS
 LX5892'ROAD.  THE TANK IS A CYLINDRICAL WOODEN STRUCTURE SUPPORTED ON A
 LX5892'WOODEN TOWER MADE OF 6- BY 6-INCH TIMBER AND PAINTED GREEN.
 LX5892'
 LX5892'THE STATION IS THE CENTER LINE OF THE TANK.  HEIGHT IS ABOUT
 LX5892'50. FEET ABOVE GROUND.
 LX5892
 LX5892                          STATION RECOVERY (1948)
 LX5892
 LX5892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5892'THE DESCRIPTION IS ADEQUATE.  STATION WAS RECOVERED IN GOOD
 LX5892'CONDITION.  GREEN PAINT HAS WEATHERED GIVING STRUCTURE A GRAY
 LX5892'APPEARANCE.
 LX5892
 LX5892                          STATION RECOVERY (1956)
 LX5892
 LX5892'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1956 (MBC)
 LX5892'RECOVERED BY M.B. CHALKER, REGISTERED LAND SURVEYOR.
 LX5892'
 LX5892'TANK WAS TAKEN.  WATER SYSTEM ABANDONED.
 LX5892
 LX5892                          STATION RECOVERY (1960)
 LX5892
 LX5892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5892'NO TRACE OF THE TANK COULD BE FOUND.  LOCAL RESIDENT STATED
 LX5892'THAT TANK HAD BEEN DESTROYED.
 LX5892
 LX5892                          STATION RECOVERY (1997)
 LX5892
 LX5892'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5891 ***********************************************************************
 LX5891  DESIGNATION -  CORNFIELD POINT WINDMILL
 LX5891  PID         -  LX5891
 LX5891  STATE/COUNTY-  CT/MIDDLESEX
 LX5891  USGS QUAD   -  ESSEX (1977)
 LX5891
 LX5891                         *CURRENT SURVEY CONTROL
 LX5891  ___________________________________________________________________
 LX5891* NAD 83(1996)-  41 15 57.24574(N)    072 23 08.66906(W)     ADJUSTED  
 LX5891* NAVD 88     -                                                        
 LX5891  ___________________________________________________________________
 LX5891  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LX5891  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5891
 LX5891  HORZ ORDER  -  THIRD
 LX5891
 LX5891.The horizontal coordinates were established by classical geodetic methods
 LX5891.and adjusted by the National Geodetic Survey in August 1998..
 LX5891
 LX5891
 LX5891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5891
 LX5891.The geoid height was determined by GEOID03.
 LX5891
 LX5891;                    North         East     Units Scale Factor Converg.
 LX5891;SPC CT       -   200,504.456   335,323.805   MT  0.99999400   +0 14 29.5
 LX5891;SPC CT       -   657,821.70  1,100,141.52   sFT  0.99999400   +0 14 29.5
 LX5891;UTM  18      - 4,571,571.646   718,987.204   MT  1.00019023   +1 43 29.7
 LX5891
 LX5891                          SUPERSEDED SURVEY CONTROL
 LX5891
 LX5891  NAD 83(1992)-  41 15 57.24482(N)    072 23 08.66876(W) AD(       ) 4
 LX5891  NAD 83(1986)-  41 15 57.24665(N)    072 23 08.67231(W) AD(       ) 4
 LX5891  NAD 27      -  41 15 56.88900(N)    072 23 10.36100(W) AD(       ) 3
 LX5891
 LX5891.Superseded values are not recommended for survey control.
 LX5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5891.See file dsdata.txt to determine how the superseded data were derived.
 LX5891
 LX5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1898771572(NAD 83)
 LX5891
 LX5891  HISTORY     - Date     Condition        Report By
 LX5891  HISTORY     - 1934     MONUMENTED       CGS
 LX5891  HISTORY     - 1956     SEE DESCRIPTION  CGS
 LX5891  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5891
 LX5891                          STATION DESCRIPTION
 LX5891
 LX5891'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5891'THIS IS THE ONLY WINDMILL STRUCTURE IN THE CORNFIELD POINT REALTY
 LX5891'DEVELOPMENT.  IT IS LOCATED ABOUT 36 METERS NORTHERLY OF THE CENTER
 LX5891'LINE OF BEACH ROAD DIRECTLY BEHIND THE OFFICE OF THE JAMES JAY
 LX5891'SMITH COMPANY.  THE E SIDE OF BELLEAIRE DRIVE, IF PROLONGED,
 LX5891'WOULD LEAD TO THE BASE OF THE WINDMILL TOWER.
 LX5891'
 LX5891'THE ROTOR AND STEEL SUPPORTING STRUCTURE ARE IN GOOD CONDITION
 LX5891'AS THE MILL IS USED TO DRAW WATER FOR THE SUPPLY OF THE SUMMER
 LX5891'COLONY.
 LX5891'
 LX5891'CENTER IS THE APEX OF THE STEEL TOWER, BEHIND THE CENTER OF THE
 LX5891'ROTOR.
 LX5891
 LX5891                          STATION RECOVERY (1956)
 LX5891
 LX5891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MBC)
 LX5891'WINDMILL TAKEN DOWN.  WATER SYSTEM ABANDONED.
 LX5891
 LX5891                          STATION RECOVERY (1997)
 LX5891
 LX5891'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3677 ***********************************************************************
 LX3677  DESIGNATION -  CORUM
 LX3677  PID         -  LX3677
 LX3677  STATE/COUNTY-  CT/FAIRFIELD
 LX3677  USGS QUAD   -  ANSONIA (1984)
 LX3677
 LX3677                         *CURRENT SURVEY CONTROL
 LX3677  ___________________________________________________________________
 LX3677* NAD 83(1996)-  41 17 43.44123(N)    073 04 59.40698(W)     ADJUSTED  
 LX3677* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 LX3677  ___________________________________________________________________
 LX3677  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LX3677  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX3677
 LX3677  HORZ ORDER  -  THIRD
 LX3677
 LX3677.The horizontal coordinates were established by classical geodetic methods
 LX3677.and adjusted by the National Geodetic Survey in August 1998..
 LX3677
 LX3677.The orthometric height was scaled from a topographic map.
 LX3677
 LX3677.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3677
 LX3677.The geoid height was determined by GEOID03.
 LX3677
 LX3677;                    North         East     Units Scale Factor Converg.
 LX3677;SPC CT       -   203,770.006   276,895.230   MT  0.99999174   -0 13 15.3
 LX3677;SPC CT       -   668,535.43    908,447.10   sFT  0.99999174   -0 13 15.3
 LX3677;SPC NY L     -   125,747.951   376,792.879   MT  1.00002506   +0 35 58.9
 LX3677;SPC NY L     -   412,558.07  1,236,194.64   sFT  1.00002506   +0 35 58.9
 LX3677;UTM  18      - 4,573,322.182   660,490.486   MT  0.99991700   +1 15 55.0
 LX3677
 LX3677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3677!SPC CT       -   0.99999042  x   0.99999174  =   0.99998216
 LX3677!SPC NY L     -   0.99999042  x   1.00002506  =   1.00001548
 LX3677!UTM  18      -   0.99999042  x   0.99991700  =   0.99990742
 LX3677
 LX3677:                Primary Azimuth Mark                     Grid Az
 LX3677:SPC CT       -  DERBY FIRST CONG CH SPIRE                004 52 51.0
 LX3677:SPC NY L     -  DERBY FIRST CONG CH SPIRE                004 03 36.8
 LX3677:UTM  18      -  DERBY FIRST CONG CH SPIRE                003 23 40.7
 LX3677
 LX3677|---------------------------------------------------------------------|
 LX3677| PID    Reference Object                     Distance      Geod. Az  |
 LX3677|                                                           dddmmss.s |
 LX3677| LX3665 DERBY FIRST CONG CH SPIRE           APPROX. 2.8 KM 0043935.7 |
 LX3677| LX3654 DERBY                               APPROX. 2.5 KM 0290340.0 |
 LX3677| LX3651 SHELTON RIVERSIDE CEMET DOME        APPROX. 0.9 KM 0865709.5 |
 LX3677|---------------------------------------------------------------------|
 LX3677
 LX3677                          SUPERSEDED SURVEY CONTROL
 LX3677
 LX3677  NAD 83(1992)-  41 17 43.44013(N)    073 04 59.40681(W) AD(       ) 3
 LX3677  NAD 83(1986)-  41 17 43.44205(N)    073 04 59.41185(W) AD(       ) 3
 LX3677  NAD 27      -  41 17 43.11100(N)    073 05 01.00300(W) AD(       ) 3
 LX3677
 LX3677.Superseded values are not recommended for survey control.
 LX3677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3677.See file dsdata.txt to determine how the superseded data were derived.
 LX3677
 LX3677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6049073322(NAD 83)
 LX3677
 LX3677  HISTORY     - Date     Condition        Report By
 LX3677  HISTORY     - 1934     MONUMENTED       CGS
 LX3677
 LX3677                          STATION DESCRIPTION
 LX3677
 LX3677'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3677'STATION IS THE VERTEX OF THE WATER TANK AT THE LAUREL HEIGHTS
 LX3677'STATE SANITARIUM FOR TUBERCULOSIS IN THE TOWN OF SHELTON LOCATED
 LX3677'NEAR THE TOP OF CORUM HILL, ABOUT ONE MILE W FROM TWO MILE
 LX3677'ISLAND.  TANK IS A STEEL STRUCTURE SUPPORTED BY FOUR BUILT-UP
 LX3677'COLUMNS, AND IS ABOUT 200 FEET HIGH.  JUST TO THE E OF IT IS A
 LX3677'LOW RED-WOOD TANK FORMERLY USED BUT NOT ABANDONED.
 LX3677'
 LX3677'ENTRANCE TO THE HOSPITAL IS FROM THE RIVER ROAD FROM STRATFORD
 LX3677'TO SHELTON.  THERE IS AN IMPOSING STONE ENTRANCE ON THE W SIDE
 LX3677'OF THE ROAD ABOUT 1-1/2 MILES BELOW SHELTON, AND A WINDING ROAD
 LX3677'LEADS TO THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6182 ***********************************************************************
 LX6182  DESIGNATION -  COUNTRY CLUB FLAGPOLE
 LX6182  PID         -  LX6182
 LX6182  STATE/COUNTY-  CT/MIDDLESEX
 LX6182  USGS QUAD   -  CLINTON (1984)
 LX6182
 LX6182                         *CURRENT SURVEY CONTROL
 LX6182  ___________________________________________________________________
 LX6182* NAD 83(1996)-  41 16 13.06101(N)    072 31 31.18419(W)     ADJUSTED  
 LX6182* NAVD 88     -                                                        
 LX6182  ___________________________________________________________________
 LX6182  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LX6182  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX6182
 LX6182  HORZ ORDER  -  THIRD
 LX6182
 LX6182.The horizontal coordinates were established by classical geodetic methods
 LX6182.and adjusted by the National Geodetic Survey in August 1998..
 LX6182
 LX6182
 LX6182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6182
 LX6182.The geoid height was determined by GEOID03.
 LX6182
 LX6182;                    North         East     Units Scale Factor Converg.
 LX6182;SPC CT       -   200,952.489   323,625.777   MT  0.99999365   +0 08 56.3
 LX6182;SPC CT       -   659,291.62  1,061,762.24   sFT  0.99999365   +0 08 56.3
 LX6182;SPC NY L     -   123,597.868   423,560.329   MT  1.00002175   +0 57 52.4
 LX6182;SPC NY L     -   405,504.01  1,389,630.85   sFT  1.00002175   +0 57 52.4
 LX6182;UTM  18      - 4,571,716.668   707,279.562   MT  1.00012880   +1 37 58.5
 LX6182
 LX6182                          SUPERSEDED SURVEY CONTROL
 LX6182
 LX6182  NAD 83(1992)-  41 16 13.06009(N)    072 31 31.18396(W) AD(       ) 4
 LX6182  NAD 83(1986)-  41 16 13.06229(N)    072 31 31.18722(W) AD(       ) 4
 LX6182  NAD 27      -  41 16 12.70600(N)    072 31 32.86000(W) AD(       ) 3
 LX6182
 LX6182.Superseded values are not recommended for survey control.
 LX6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6182.See file dsdata.txt to determine how the superseded data were derived.
 LX6182
 LX6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0728071717(NAD 83)
 LX6182
 LX6182  HISTORY     - Date     Condition        Report By
 LX6182  HISTORY     - 1934     MONUMENTED       CGS
 LX6182  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6182  HISTORY     - 1974     SEE DESCRIPTION  CTGS
 LX6182  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6182
 LX6182                          STATION DESCRIPTION
 LX6182
 LX6182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6182'THE GROUNDS OF THE CLINTON COUNTRY CLUB ARE APPROACHED
 LX6182'FROM THE LOWER END OF COMMERCE STREET.  THE CLUBHOUSE IS A
 LX6182'LARGE 2-1/2 STORY BUILDING, PAINTED YELLOW, WITH A SMALL TURRET
 LX6182'AT THE SW CORNER.  IT HAS A BROAD ONE-STORY PORCH ON ALL SIDES
 LX6182'EXCEPT THE N.
 LX6182'
 LX6182'THE FLAGPOLE IS 6.7 METERS SE OF THE SE CORNER OF THE
 LX6182'PORCH.  THE MIDDLE TREE OF THREE DECORATIVE EVERGREENS TO THE
 LX6182'SOUTHWARD IS 7.10 METERS DISTANT.
 LX6182'
 LX6182'THE POLE IS IN TWO SECTIONS, THE LOWER ABOUT 30 FEET LONG,
 LX6182'THE UPPER ABOUT 15 FEET.  IT IS PAINTED WHITE.
 LX6182'
 LX6182'CENTER IS THE CENTER LINE OF THE BASE OF THE POLE.
 LX6182
 LX6182                          STATION RECOVERY (1960)
 LX6182
 LX6182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6182'STATION RECOVERED IN FAIR CONDITION AS DESCRIBED.  INSIDE
 LX6182'OF CLUBHOUSE HAS BEEN REMODELED INTO A RESTUARANT.
 LX6182
 LX6182                          STATION RECOVERY (1974)
 LX6182
 LX6182'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (BGW)
 LX6182'DESTROYED.
 LX6182
 LX6182                          STATION RECOVERY (1997)
 LX6182
 LX6182'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5110 ***********************************************************************
 LX5110  DESIGNATION -  COUNTY
 LX5110  PID         -  LX5110
 LX5110  STATE/COUNTY-  CT/NEW LONDON
 LX5110  USGS QUAD   -  UNCASVILLE (1984)
 LX5110
 LX5110                         *CURRENT SURVEY CONTROL
 LX5110  ___________________________________________________________________
 LX5110* NAD 83(1996)-  41 29 46.55283(N)    072 04 36.63976(W)     ADJUSTED  
 LX5110* NAVD 88     -        52.     (meters)     171.     (feet)  SCALED    
 LX5110  ___________________________________________________________________
 LX5110  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 LX5110  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5110
 LX5110  HORZ ORDER  -  THIRD
 LX5110
 LX5110.The horizontal coordinates were established by classical geodetic methods
 LX5110.and adjusted by the National Geodetic Survey in August 1998..
 LX5110
 LX5110.The orthometric height was scaled from a topographic map.
 LX5110
 LX5110.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5110
 LX5110.The geoid height was determined by GEOID03.
 LX5110
 LX5110;                    North         East     Units Scale Factor Converg.
 LX5110;SPC CT       -   226,243.151   361,008.250   MT  0.99998335   +0 26 46.8
 LX5110;SPC CT       -   742,266.07  1,184,407.90   sFT  0.99998335   +0 26 46.8
 LX5110;UTM  18      - 4,597,975.501   744,001.785   MT  1.00033275   +1 56 15.9
 LX5110;UTM  19      - 4,598,421.019   243,168.017   MT  1.00041184   -2 02 23.1
 LX5110
 LX5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5110!SPC CT       -   0.99999665  x   0.99998335  =   0.99998000
 LX5110!UTM  18      -   0.99999665  x   1.00033275  =   1.00032940
 LX5110!UTM  19      -   0.99999665  x   1.00041184  =   1.00040849
 LX5110
 LX5110|---------------------------------------------------------------------|
 LX5110| PID    Reference Object                     Distance      Geod. Az  |
 LX5110|                                                           dddmmss.s |
 LX5110| CZ7244 COUNTY RM 2                           5.640 METERS 11754     |
 LX5110| LX5107 INDIAN HILL LIGHT 11                APPROX. 1.1 KM 1921949.7 |
 LX5110| LX5141 BURNT HOUSE PIER LIGHT 18           329.189 METERS 23659     |
 LX5110| LX4755 UNCAS ON THAMES ELEV TANK           APPROX. 1.9 KM 3035433.5 |
 LX5110| CZ7243 COUNTY RM 1                          10.260 METERS 34614     |
 LX5110|---------------------------------------------------------------------|
 LX5110
 LX5110                          SUPERSEDED SURVEY CONTROL
 LX5110
 LX5110  NAD 83(1992)-  41 29 46.55184(N)    072 04 36.63910(W) AD(       ) 3
 LX5110  NAD 83(1986)-  41 29 46.55244(N)    072 04 36.64159(W) AD(       ) 3
 LX5110  NAD 27      -  41 29 46.20000(N)    072 04 38.35700(W) AD(       ) 3
 LX5110
 LX5110.Superseded values are not recommended for survey control.
 LX5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5110.See file dsdata.txt to determine how the superseded data were derived.
 LX5110
 LX5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4400297976(NAD 83)
 LX5110_MARKER: DS = TRIANGULATION STATION DISK
 LX5110_SETTING: 80 = SET IN A BOULDER
 LX5110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5110+STABILITY: SURFACE MOTION
 LX5110
 LX5110  HISTORY     - Date     Condition        Report By
 LX5110  HISTORY     - 1934     MONUMENTED       CGS
 LX5110  HISTORY     - 1961     GOOD             CGS
 LX5110  HISTORY     - 1984     GOOD             USPSQD
 LX5110
 LX5110                          STATION DESCRIPTION
 LX5110
 LX5110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5110'THE STATION IS LOCATED ON THE E SIDE OF THE THAMES RIVER DIRECTLY
 LX5110'ACROSS THE HIGHWAY FROM THE NEW LONDON COUNTY HOME.  THE STATION IS
 LX5110'A STANDARD DISK SET IN A HUGE BOULDER 27.6 METERS W OF THE ROAD AND
 LX5110'DIRECTLY ACROSS THE RIVER FROM TRADERS COVE.
 LX5110'
 LX5110'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A BOULDER 10.26
 LX5110'METERS N OF THE STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK
 LX5110'SET IN A BOULDER 5.67 METERS SE OF STATION.  REFERENCE MARK NO.1
 LX5110'TO REFERENCE MARK NO.2 IS 14.68 METERS.
 LX5110'
 LX5110'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5110
 LX5110                          STATION RECOVERY (1961)
 LX5110
 LX5110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5110'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5110'CONDITION.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE
 LX5110'AND ADEQUATE WITH THE FOLLOWING ADDITIONS.
 LX5110'
 LX5110'THE AREA IS COVERED WITH A DENSE GROWTH OF VINES AND TREES.  THE
 LX5110'STATION IS LOCATED ABOUT 20 YDS. E. OF A STEEP HILL.  MAGNETIC
 LX5110'BEARING FROM THE STATION TO THE W. GABLE OF THE COUNTY HOME IS
 LX5110'S. 57 DEG E.
 LX5110
 LX5110                          STATION RECOVERY (1984)
 LX5110
 LX5110'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5110'COUNTY 1934 RECOVERED GOOD.
 LX5110'
 LX5110'RM 1 1934 RECOVERED GOOD.
 LX5110'
 LX5110'RM 2 1934 RECOVERED GOOD.
 LX5110'
 LX5110'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5086 ***********************************************************************
 LX5086  DESIGNATION -  COVE
 LX5086  PID         -  LX5086
 LX5086  STATE/COUNTY-  CT/NEW LONDON
 LX5086  USGS QUAD   -  UNCASVILLE (1984)
 LX5086
 LX5086                         *CURRENT SURVEY CONTROL
 LX5086  ___________________________________________________________________
 LX5086* NAD 83(1996)-  41 26 20.43579(N)    072 05 37.80751(W)     ADJUSTED  
 LX5086* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5086  ___________________________________________________________________
 LX5086  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 LX5086  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5086
 LX5086  HORZ ORDER  -  THIRD
 LX5086
 LX5086.The horizontal coordinates were established by classical geodetic methods
 LX5086.and adjusted by the National Geodetic Survey in August 1998..
 LX5086
 LX5086.The orthometric height was scaled from a topographic map.
 LX5086
 LX5086.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5086
 LX5086.The geoid height was determined by GEOID03.
 LX5086
 LX5086;                    North         East     Units Scale Factor Converg.
 LX5086;SPC CT       -   219,873.644   359,637.832   MT  0.99998450   +0 26 06.3
 LX5086;SPC CT       -   721,368.78  1,179,911.79   sFT  0.99998450   +0 26 06.3
 LX5086;UTM  18      - 4,591,570.296   742,797.073   MT  1.00032554   +1 55 27.5
 LX5086
 LX5086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5086!SPC CT       -   1.00000435  x   0.99998450  =   0.99998885
 LX5086!UTM  18      -   1.00000435  x   1.00032554  =   1.00032989
 LX5086
 LX5086                          SUPERSEDED SURVEY CONTROL
 LX5086
 LX5086  NAD 83(1992)-  41 26 20.43476(N)    072 05 37.80679(W) AD(       ) 3
 LX5086  NAD 83(1986)-  41 26 20.43557(N)    072 05 37.81008(W) AD(       ) 3
 LX5086  NAD 27      -  41 26 20.08000(N)    072 05 39.53200(W) AD(       ) 3
 LX5086
 LX5086.Superseded values are not recommended for survey control.
 LX5086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5086.See file dsdata.txt to determine how the superseded data were derived.
 LX5086
 LX5086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4279791570(NAD 83)
 LX5086_MARKER: DD = SURVEY DISK
 LX5086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5086+STABILITY: SURFACE MOTION
 LX5086
 LX5086  HISTORY     - Date     Condition        Report By
 LX5086  HISTORY     - 1934     MONUMENTED       USE
 LX5086  HISTORY     - 1961     MARK NOT FOUND   CGS
 LX5086  HISTORY     - 1969     GOOD             CGS
 LX5086  HISTORY     - 1989     GOOD             USPSQD
 LX5086
 LX5086                          STATION DESCRIPTION
 LX5086
 LX5086'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5086'THE STATION IS LOCATED ON THE W BANK OF THE THAMES RIVER AT THE
 LX5086'S END OF BREEZY POINT AND ON THE E SIDE OF HORTONS COVE.  THE
 LX5086'STATION IS MARKED BY A STANDARD HYDROGRAPHIC DISK SET IN THE
 LX5086'TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST 3 METERS N OF HIGH
 LX5086'WATER MARK AND 30 METERS E OF THE W END OF THE BEACH.  TO REACH
 LX5086'BY ROAD TAKE THE FIRST ROAD N OF WHERE HORTONS COVE CROSSES
 LX5086'STATE HIGHWAY NO. 12 AND GO EASTERLY TO THE RIVER.
 LX5086'
 LX5086'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5086
 LX5086                          STATION RECOVERY (1961)
 LX5086
 LX5086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5086'POINT IS COVERED WITH MARSH GRASS AND WATER.  STATION COULD NOT
 LX5086'BE FOUND.
 LX5086
 LX5086                          STATION RECOVERY (1969)
 LX5086
 LX5086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5086'STATION MARK, R.M. NO. 1 AND R.M. NO. 2 RECOVERED IN GOOD
 LX5086'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX5086
 LX5086                          STATION RECOVERY (1989)
 LX5086
 LX5086'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5801 ***********************************************************************
 LX5801  DESIGNATION -  COVE
 LX5801  PID         -  LX5801
 LX5801  STATE/COUNTY-  CT/NEW LONDON
 LX5801  USGS QUAD   -  OLD LYME (1976)
 LX5801
 LX5801                         *CURRENT SURVEY CONTROL
 LX5801  ___________________________________________________________________
 LX5801* NAD 83(1996)-  41 21 14.64999(N)    072 21 32.20754(W)     ADJUSTED  
 LX5801* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX5801  ___________________________________________________________________
 LX5801  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX5801  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX5801
 LX5801  HORZ ORDER  -  THIRD
 LX5801
 LX5801.The horizontal coordinates were established by classical geodetic methods
 LX5801.and adjusted by the National Geodetic Survey in August 1998..
 LX5801
 LX5801.The orthometric height was scaled from a topographic map.
 LX5801
 LX5801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5801
 LX5801.The geoid height was determined by GEOID03.
 LX5801
 LX5801;                    North         East     Units Scale Factor Converg.
 LX5801;SPC CT       -   210,305.991   337,524.764   MT  0.99998803   +0 15 33.5
 LX5801;SPC CT       -   689,978.91  1,107,362.50   sFT  0.99998803   +0 15 33.5
 LX5801;SPC NY L     -   133,148.435   437,325.400   MT  1.00003354   +1 04 24.2
 LX5801;SPC NY L     -   436,837.82  1,434,791.75   sFT  1.00003354   +1 04 24.2
 LX5801;UTM  18      - 4,581,428.942   720,933.832   MT  1.00020075   +1 44 44.4
 LX5801
 LX5801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5801!SPC CT       -   1.00000418  x   0.99998803  =   0.99999221
 LX5801!SPC NY L     -   1.00000418  x   1.00003354  =   1.00003772
 LX5801!UTM  18      -   1.00000418  x   1.00020075  =   1.00020493
 LX5801
 LX5801|---------------------------------------------------------------------|
 LX5801| PID    Reference Object                     Distance      Geod. Az  |
 LX5801|                                                           dddmmss.s |
 LX5801| CZ7247 COVE RM 1                            21.390 METERS 02737     |
 LX5801| LX5802 224                                  22.570 METERS 02808     |
 LX5801| CZ7248 COVE RM 2                             5.520 METERS 14532     |
 LX5801| LX5798 DANIELS CHIMNEY                     APPROX. 3.5 KM 1700442.7 |
 LX5801| LX5837 MEADOW TREE                         APPROX. 1.4 KM 1915431.3 |
 LX5801| LX5840 DIETSCHS DOCK HOUSE FLAG            APPROX. 1.7 KM 2073311.6 |
 LX5801| LX5839 MEADOW SHACK CHIMNEY                APPROX. 1.1 KM 2082914.6 |
 LX5801| LX5836 HOWARDS BARN CUPOLA                 APPROX. 1.3 KM 2610224.0 |
 LX5801| LX5894 ESSEX STEAMBOAT DOCK CUPOLA         APPROX. 2.2 KM 2621623.6 |
 LX5801| LX5920 CHENEYS CHIMNEY                     APPROX. 3.1 KM 2662932.8 |
 LX5801| LX5900 ESSEX BAP CHURCH TOWER              APPROX. 2.8 KM 2721221.5 |
 LX5801| LX5907 MC CUTCHEONS CHIMNEY                APPROX. 3.3 KM 2945407.4 |
 LX5801| LX5903 CHURCHILLS CHIMNEY                  APPROX. 2.8 KM 2970652.2 |
 LX5801|---------------------------------------------------------------------|
 LX5801
 LX5801                          SUPERSEDED SURVEY CONTROL
 LX5801
 LX5801  NAD 83(1992)-  41 21 14.64904(N)    072 21 32.20719(W) AD(       ) 3
 LX5801  NAD 83(1986)-  41 21 14.65088(N)    072 21 32.21051(W) AD(       ) 3
 LX5801  NAD 27      -  41 21 14.29800(N)    072 21 33.92000(W) AD(       ) 3
 LX5801
 LX5801.Superseded values are not recommended for survey control.
 LX5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5801.See file dsdata.txt to determine how the superseded data were derived.
 LX5801
 LX5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2093481429(NAD 83)
 LX5801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5801_SETTING: 66 = SET IN ROCK OUTCROP
 LX5801_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5801+STABILITY: POSITION/ELEVATION WELL
 LX5801
 LX5801  HISTORY     - Date     Condition        Report By
 LX5801  HISTORY     - 1934     MONUMENTED       CGS
 LX5801  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5801
 LX5801                          STATION DESCRIPTION
 LX5801
 LX5801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5801'THIS STATION IS ON THE PROPERTY OF R.D. ELY ON A TIDAL ISLET
 LX5801'AT THE HEAD OF LORDS COVE.  A NARROW LEDGE IS THE BACK-BONE OF THIS
 LX5801'ISLET AND THE STATION IS ON THE HIGHEST PART OF THE LEDGE.  THE
 LX5801'GENERAL DIRECTION OF THE AXIS OF THE LEDGE IS NE AND SW.
 LX5801'
 LX5801'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5801'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.
 LX5801'
 LX5801'THE STATION IS ABOUT 49 METERS NE OF THE SW TIP OF THE LEDGE,
 LX5801'THE TIP BEING AT THE WATERS EDGE.  8 METERS TO THE SOUTHEASTWARD
 LX5801'THE LEDGE DROPS SHARPLY TO THE LEVEL OF THE MARSH.  THE
 LX5801'EDGE OF THE MARSH TO THE NORTHWESTWARD IS ABOUT 14 METERS DISTANT
 LX5801'BUT THE SLOPE IS MORE GRADUAL IN THIS DIRECTION.
 LX5801'
 LX5801'REFERENCE MARK NO.1 IS IN A SEPARATE OUTCROPPING 1.21 METERS
 LX5801'FROM U.S.E. 224.  IT BEARS N 20 DEG E (MAGNETIC).  REFERENCE
 LX5801'MARK NO.2 IS ABOUT 2.5 METERS INSIDE THE SHARP BREAK AT THE
 LX5801'SOUTHERLY EDGE OF THE LEDGE.  IT BEARS S 20 DEG E (MAGNETIC).
 LX5801'
 LX5801'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5801
 LX5801                          STATION RECOVERY (1968)
 LX5801
 LX5801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5801'RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.C.M. IN 1934,
 LX5801'STATION AND REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6531 ***********************************************************************
 LX6531  DESIGNATION -  COVE
 LX6531  PID         -  LX6531
 LX6531  STATE/COUNTY-  CT/NEW HAVEN
 LX6531  USGS QUAD   -  NEW HAVEN (1984)
 LX6531
 LX6531                         *CURRENT SURVEY CONTROL
 LX6531  ___________________________________________________________________
 LX6531* NAD 83(1996)-  41 15 46.44640(N)    072 53 42.73843(W)     ADJUSTED  
 LX6531* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6531  ___________________________________________________________________
 LX6531  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX6531  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX6531
 LX6531  HORZ ORDER  -  THIRD
 LX6531
 LX6531.The horizontal coordinates were established by classical geodetic methods
 LX6531.and adjusted by the National Geodetic Survey in August 1998..
 LX6531
 LX6531.The orthometric height was scaled from a topographic map.
 LX6531
 LX6531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6531
 LX6531.The geoid height was determined by GEOID03.
 LX6531
 LX6531;                    North         East     Units Scale Factor Converg.
 LX6531;SPC CT       -   200,117.191   292,632.498   MT  0.99999425   -0 05 46.6
 LX6531;SPC CT       -   656,551.15    960,078.45   sFT  0.99999425   -0 05 46.6
 LX6531;SPC NY L     -   122,320.558   392,581.270   MT  1.00002081   +0 43 21.5
 LX6531;SPC NY L     -   401,313.36  1,287,993.72   sFT  1.00002081   +0 43 21.5
 LX6531;UTM  18      - 4,570,078.706   676,316.469   MT  0.99998261   +1 23 18.6
 LX6531
 LX6531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6531!SPC CT       -   1.00000474  x   0.99999425  =   0.99999899
 LX6531!SPC NY L     -   1.00000474  x   1.00002081  =   1.00002555
 LX6531!UTM  18      -   1.00000474  x   0.99998261  =   0.99998735
 LX6531
 LX6531|---------------------------------------------------------------------|
 LX6531| PID    Reference Object                     Distance      Geod. Az  |
 LX6531|                                                           dddmmss.s |
 LX6531| CZ7245 COVE RM 1                            31.740 METERS 11952     |
 LX6531| CZ7246 COVE RM 2                            17.610 METERS 16954     |
 LX6531| LX6372 SPERRY LIGHTHOUSE ABANDONED         APPROX. 6.1 KM 2203046.3 |
 LX6531|---------------------------------------------------------------------|
 LX6531
 LX6531                          SUPERSEDED SURVEY CONTROL
 LX6531
 LX6531  NAD 83(1992)-  41 15 46.44550(N)    072 53 42.73821(W) AD(       ) 3
 LX6531  NAD 83(1986)-  41 15 46.44701(N)    072 53 42.74257(W) AD(       ) 3
 LX6531  NAD 27      -  41 15 46.10200(N)    072 53 44.37900(W) AD(       ) 3
 LX6531
 LX6531.Superseded values are not recommended for survey control.
 LX6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6531.See file dsdata.txt to determine how the superseded data were derived.
 LX6531
 LX6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7631670079(NAD 83)
 LX6531_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6531+STABILITY: SURFACE MOTION
 LX6531
 LX6531  HISTORY     - Date     Condition        Report By
 LX6531  HISTORY     - 1933     MONUMENTED       CGS
 LX6531  HISTORY     - 1954     SEE DESCRIPTION  USGS
 LX6531  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6531
 LX6531                          STATION DESCRIPTION
 LX6531
 LX6531'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6531'THIS STATION IS LOCATED 20.73 METERS W OF CENTER LINE OF
 LX6531'TOWNSEND AVENUE AND APPROXIMATELY OPPOSITE HOUSE NO. 211,
 LX6531'IN A PARK FACING MORRIS COVE.  IT IS 3.73 METERS E OF AN
 LX6531'OFFSET IN A PAVED WALK ON THE E SIDE OF STONE STEPS THROUGH
 LX6531'A STONE MASONRY SEAWALL.
 LX6531'
 LX6531'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6531'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6531'
 LX6531'REFERENCE MARK NO.1 IS SE (MAGNETIC) FROM STATION 0.53 METER
 LX6531'W OF THE W EDGE OF PAVEMENT OF TOWNSEND AVENUE, ALSO 8.37 METERS
 LX6531'N OF N EDGE OF PAVED WALK CONNECTING TOWNSEND AVENUE
 LX6531'AND THE SEAWALL.
 LX6531'
 LX6531'REFERENCE MARK NO.2 BEARS S 6 DEG W FROM STATION, 0.97 METER
 LX6531'E OF THE E EDGE OF THE PAVED WALK ALONG SEAWALL AND 18.79 METERS
 LX6531'N OF N EDGE OF WALK LEADING IN FROM TOWNSEND AVENUE.
 LX6531'
 LX6531'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6531
 LX6531                          STATION RECOVERY (1954)
 LX6531
 LX6531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 LX6531'STATION NOT RECOVERED AFTER THOROUGH SEARCH, MUST BE BURIED.
 LX6531'
 LX6531'REFERENCE MARKS RECOVERED OKAY.
 LX6531
 LX6531                          STATION RECOVERY (1961)
 LX6531
 LX6531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6531'STATION COULD NOT BE FOUND.  R.M.1 AND 2 WERE RECOVERED IN GOOD
 LX6531'CONDITION.  R.M.1 WAS STAMPED, COVE NO.1 1933 AND R.M.2 WAS
 LX6531'STAMPED, COVE NO.2 1933.  THE ORIGINAL DESCRIPTION BY
 LX6531'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3895 ***********************************************************************
 LX3895  DESIGNATION -  COVE STACK
 LX3895  PID         -  LX3895
 LX3895  STATE/COUNTY-  CT/FAIRFIELD
 LX3895  USGS QUAD   -  STAMFORD (1984)
 LX3895
 LX3895                         *CURRENT SURVEY CONTROL
 LX3895  ___________________________________________________________________
 LX3895* NAD 83(1996)-  41 02 52.10108(N)    073 30 15.95270(W)     ADJUSTED  
 LX3895* NAVD 88     -                                                        
 LX3895  ___________________________________________________________________
 LX3895  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LX3895  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX3895
 LX3895  HORZ ORDER  -  THIRD
 LX3895
 LX3895.The horizontal coordinates were established by classical geodetic methods
 LX3895.and adjusted by the National Geodetic Survey in August 1998..
 LX3895
 LX3895
 LX3895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3895
 LX3895.The geoid height was determined by GEOID03.
 LX3895
 LX3895;                    North         East     Units Scale Factor Converg.
 LX3895;SPC CT       -   176,495.840   241,371.886   MT  1.00001886   -0 30 00.8
 LX3895;SPC CT       -   579,053.44    791,900.93   sFT  1.00001886   -0 30 00.8
 LX3895;SPC NY L     -    97,966.459   341,664.436   MT  1.00000084   +0 19 26.9
 LX3895;SPC NY L     -   321,411.62  1,120,944.07   sFT  1.00000084   +0 19 26.9
 LX3895;UTM  18      - 4,545,141.368   625,690.686   MT  0.99979444   +0 58 56.1
 LX3895
 LX3895                          SUPERSEDED SURVEY CONTROL
 LX3895
 LX3895  NAD 83(1992)-  41 02 52.10232(N)    073 30 15.95172(W) AD(       ) 4
 LX3895  NAD 83(1986)-  41 02 52.10049(N)    073 30 15.95229(W) AD(       ) 4
 LX3895  NAD 27      -  41 02 51.76500(N)    073 30 17.53000(W) AD(       ) 3
 LX3895
 LX3895.Superseded values are not recommended for survey control.
 LX3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3895.See file dsdata.txt to determine how the superseded data were derived.
 LX3895
 LX3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2569145141(NAD 83)
 LX3895
 LX3895  HISTORY     - Date     Condition        Report By
 LX3895  HISTORY     - 1931     MONUMENTED       CGS
 LX3895  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3895
 LX3895                          STATION DESCRIPTION
 LX3895
 LX3895'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3895'A RED COLORED BRICK STACK, SLIGHTLY TAPERED TOWARD THE TOP AND
 LX3895'CAPPED BY A BLACK BELL SHAPED TOP.  IT IS ABOUT 100 FEET HIGH
 LX3895'AND IS APPROXIMATELY 1/8 MILE SW OF THE INTERSECTION OF COVE
 LX3895'ROAD AND WEED AVENUE.  THE STACK IS A PART OF THE NOW ABANDONED
 LX3895'PLANT OF COVE MILL DYE WORKS.
 LX3895
 LX3895                          STATION RECOVERY (1931)
 LX3895
 LX3895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3895'FROM LETTER NO. 231, IN CARTHOGRAPHIC SECTION FILES----
 LX3895'
 LX3895'STACK TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7430 ***********************************************************************
 LX7430  DESIGNATION -  CRAIG
 LX7430  PID         -  LX7430
 LX7430  STATE/COUNTY-  CT/LITCHFIELD
 LX7430  USGS QUAD   -  ROXBURY (1984)
 LX7430
 LX7430                         *CURRENT SURVEY CONTROL
 LX7430  ___________________________________________________________________
 LX7430* NAD 83(1996)-  41 31 02.36029(N)    073 20 01.58074(W)     ADJUSTED  
 LX7430* NAVD 88     -       217.3    (meters)     713.     (feet)  VERTCON   
 LX7430  ___________________________________________________________________
 LX7430  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 LX7430  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX7430
 LX7430  HORZ ORDER  -  FIRST
 LX7430
 LX7430.The horizontal coordinates were established by classical geodetic methods
 LX7430.and adjusted by the National Geodetic Survey in August 1998..
 LX7430
 LX7430.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7430
 LX7430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7430
 LX7430.The geoid height was determined by GEOID03.
 LX7430
 LX7430;                    North         East     Units Scale Factor Converg.
 LX7430;SPC CT       -   228,527.516   256,072.030   MT  0.99998318   -0 23 13.5
 LX7430;SPC CT       -   749,760.69    840,129.65   sFT  0.99998318   -0 23 13.5
 LX7430;UTM  18      - 4,597,527.561   639,033.321   MT  0.99983789   +1 06 16.7
 LX7430
 LX7430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7430!SPC CT       -   0.99997056  x   0.99998318  =   0.99995374
 LX7430!UTM  18      -   0.99997056  x   0.99983789  =   0.99980846
 LX7430
 LX7430:                Primary Azimuth Mark                     Grid Az
 LX7430:SPC CT       -  SOUTHBURY ST TRAINING SCH TANK           106 30 30.0
 LX7430:UTM  18      -  SOUTHBURY ST TRAINING SCH TANK           105 00 59.8
 LX7430
 LX7430|---------------------------------------------------------------------|
 LX7430| PID    Reference Object                     Distance      Geod. Az  |
 LX7430|                                                           dddmmss.s |
 LX7430| LX3596 SOUTHBURY ST TRAINING SCH TANK      APPROX. 4.4 KM 1060716.5 |
 LX7430| CR9111 CRAIG RM 2                           17.286 METERS 17937     |
 LX7430| CR9110 CRAIG RM 1                           15.774 METERS 34129     |
 LX7430|---------------------------------------------------------------------|
 LX7430
 LX7430                          SUPERSEDED SURVEY CONTROL
 LX7430
 LX7430  NAD 83(1992)-  41 31 02.35995(N)    073 20 01.58091(W) AD(       ) 1
 LX7430  NAD 83(1986)-  41 31 02.36240(N)    073 20 01.58125(W) AD(       ) 1
 LX7430  NAD 83(1986)-  41 31 02.36244(N)    073 20 01.58135(W) AD(       ) 1
 LX7430  NGVD 29 (10/23/89)  217.6    (m)          714.     (f) VERT ANG       
 LX7430
 LX7430.Superseded values are not recommended for survey control.
 LX7430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7430.See file dsdata.txt to determine how the superseded data were derived.
 LX7430
 LX7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3903397528(NAD 83)
 LX7430_MARKER: DS = TRIANGULATION STATION DISK
 LX7430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7430_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7430+STABILITY: SURFACE MOTION
 LX7430
 LX7430  HISTORY     - Date     Condition        Report By
 LX7430  HISTORY     - 1983     MONUMENTED       NGS
 LX7430
 LX7430                          STATION DESCRIPTION
 LX7430
 LX7430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7430'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHEAST OF NEW
 LX7430'MILFORD, 5.6 KM (3.5 MI) NORTH OF THE LITCHFIELD, NEW HAVEN, AND
 LX7430'FAIRFIELD COUNTIES JUNCTION, 4,8 KM (3.0 MI) SOUTHEAST OF
 LX7430'ROXBURY, 1.6 KM (1.0 MI) SOUTHEAST OF BOTSFORD HILL AND ON THE
 LX7430'ROAD RIGHT-OF-WAY.
 LX7430'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7430'MR EDWARD J SULLIVAN, CHEIF OF BOUNDRY AND GEODETIC SURVEY,
 LX7430'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX7430'PHONE 203-566-4638.
 LX7430'
 LX7430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7430'67 AND 317 IN ROXBURY, GO SOUTHWEST ON HIGHWAY 67 FOR ONE
 LX7430'BLOCK TO A TRAFFIC ISLAND WITH A MONUMENT.  CONTINUE AHEAD,
 LX7430'WEST, LEAVING HIGHWAY 67 FOR 1.0 KM (0.6 MI) TO A PAVED
 LX7430'CROSSROAD.  CONTINUE AHEAD FOR 1.2 KM (0.75 MI) TO A T-ROAD.
 LX7430'TURN LEFT, SOUTHWEST, FOR 0.3 KM (0.2 MI) TO A PAVED ROAD
 LX7430'LEFT, BOTSFORD HILL ROAD.  TURN LEFT SOUTH, FOR 2.2 KM (1.4 MI)
 LX7430'TO A PAVED ROAD RIGHT, KEELER ROAD.  CONTINUE AHEAD FOR 1.1 KM
 LX7430'(0.7 MI) TO REFERENCE MARK 3 ON THE LEFT, OPPOSITE A HOUSE.
 LX7430'CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE
 LX7430'RIGHT.
 LX7430'
 LX7430'THE STATION IS A STANDARD NGS DISK
 LX7430'STAMPED---CRAIG 1983---,
 LX7430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7430'FLUSH WITH GROUND.  IT IS LOCATED
 LX7430'22.0 METERS (6.7 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 LX7430'8.2 METERS (2.50 FT) EAST FROM A WITNESS POST IN A FENCE LINE AND
 LX7430'5.9 METERS (1.80 FT) NORTH-NORTHWEST FROM UTILITY POLE NO. A7741.
 LX7430'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7430'STAMPED---CRAIG 1983---,
 LX7430'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX7430'
 LX7430'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7430'STAMPED---CRAIG NO 1 1983---,
 LX7430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7430'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7430'17.56 METERS (57.6 FT) NORTH-NORTHWEST FROM UTILITY POLE NO.
 LX7430'A7741,
 LX7430'15.33 METERS (50.3 FT) NORTH FROM A WITNESS POST,
 LX7430'9.1 METERS (30 FT) WEST FROM THE CENTER OF THE PAVED ROAD AND
 LX7430'6.89 METERS (22.6 FT) SOUTH FROM A 35 CM DIAMETER MAPLE TREE.
 LX7430'MARK IS ABOVE STATION 0.5 METERS.
 LX7430'
 LX7430'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7430'STAMPED---CRAIG NO 2 1983---,
 LX7430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7430'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7430'17.34 METERS (56.9 FT) SOUTH FROM A WITNESS POST,
 LX7430'15.73 METERS (51.6 FT) SOUTH-SOUTHWEST FROM UTILITY POLE NO.
 LX7430'A7741,
 LX7430'8.8 METERS (29.0 FT) WEST FROM THE CENTER OF THE PAVED ROAD AND
 LX7430'3.96 METERS (13.0 FT) NORTH FROM A 16 INCH DIAMETER MAPLE TREE.
 LX7430'MARK IS ABOVE STATION 0.5 METERS.
 LX7430'
 LX7430'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7430'STAMPED---CRAIG NO 3 1983---,
 LX7430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7430'FLUSH WITH GROUND.  IT IS LOCATED
 LX7430'19.08 METERS (62.6 FT) NORTHEAST FROM POWER POLE NO. A7749 E 14,
 LX7430'3.66 METERS (12.0 FT) EAST FROM THE CENTER OF THE PAVED ROAD AND
 LX7430'2.96 METERS (9.7 FT) WEST FROM A WITNESS POST IN A FENCE LINE.
 LX7430'MARK IS BELOW STATION 6 METERS.
 LX7430'
 LX7430'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 LX7430'
 LX7430'AN EDM TIE WAS MADE TO CRAIG RM 3.
 LX7430'
 LX7430'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7431 ***********************************************************************
 LX7431  DESIGNATION -  CRAIG RM 3
 LX7431  PID         -  LX7431
 LX7431  STATE/COUNTY-  CT/LITCHFIELD
 LX7431  USGS QUAD   -  ROXBURY (1984)
 LX7431
 LX7431                         *CURRENT SURVEY CONTROL
 LX7431  ___________________________________________________________________
 LX7431* NAD 83(1996)-  41 31 13.70609(N)    073 20 03.57985(W)     ADJUSTED  
 LX7431* NAVD 88     -       211.     (meters)     692.     (feet)  VERTCON   
 LX7431  ___________________________________________________________________
 LX7431  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 LX7431  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX7431
 LX7431  HORZ ORDER  -  SECOND
 LX7431
 LX7431.The horizontal coordinates were established by classical geodetic methods
 LX7431.and adjusted by the National Geodetic Survey in August 1998..
 LX7431
 LX7431.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7431
 LX7431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7431
 LX7431.The geoid height was determined by GEOID03.
 LX7431
 LX7431;                    North         East     Units Scale Factor Converg.
 LX7431;SPC CT       -   228,877.846   256,028.045   MT  0.99998317   -0 23 14.8
 LX7431;SPC CT       -   750,910.07    839,985.34   sFT  0.99998317   -0 23 14.8
 LX7431;UTM  18      - 4,597,876.577   638,980.238   MT  0.99983770   +1 06 15.6
 LX7431
 LX7431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7431!SPC CT       -   0.99997152  x   0.99998317  =   0.99995469
 LX7431!UTM  18      -   0.99997152  x   0.99983770  =   0.99980923
 LX7431
 LX7431                          SUPERSEDED SURVEY CONTROL
 LX7431
 LX7431  NAD 83(1992)-  41 31 13.70574(N)    073 20 03.58003(W) AD(       ) 2
 LX7431  NAD 83(1986)-  41 31 13.70791(N)    073 20 03.58033(W) AD(       ) 2
 LX7431  NAD 83(1986)-  41 31 13.70822(N)    073 20 03.58047(W) AD(       ) 2
 LX7431  NGVD 29 (10/23/89)  211.     (m)          692.     (f) VERT ANG       
 LX7431
 LX7431.Superseded values are not recommended for survey control.
 LX7431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7431.See file dsdata.txt to determine how the superseded data were derived.
 LX7431
 LX7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3898097877(NAD 83)
 LX7431_MARKER: DR = REFERENCE MARK DISK
 LX7431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7431_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7431+STABILITY: SURFACE MOTION
 LX7431
 LX7431  HISTORY     - Date     Condition        Report By
 LX7431  HISTORY     - 1983     MONUMENTED       NGS
 LX7431
 LX7431                          STATION DESCRIPTION
 LX7431
 LX7431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7431'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHEAST OF NEW
 LX7431'MILFORD, 5.9 KM (3.7 MI) NORTH OF THE LITCHFIELD, NEW HAVEN AND
 LX7431'FAIRFIELD COUNTIES JUNCTION, 4.6 KM (2.9 MI) SOUTHEAST, OF
 LX7431'ROXBURY, 1.3 KM (0.8 MI) SOUTHEAST OF BOTSFORD HILL AND ON THE
 LX7431'ROAD RIGHT-OF-WAY.
 LX7431'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7431'MR EDWARD J SULLIVAN, CHEIF OF BOUNDARY AND GEODETIC SURVEY,
 LX7431'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX7431'PHONE 203-566-4638.
 LX7431'
 LX7431'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67
 LX7431'AND 317 IN ROXBURY, GO SOUTHWEST ON HIGHWAY 67 FOR ONE BLOCK
 LX7431'TO A TRAFFIC ISLAND WITH A MONUMENT.  CONTINUE AHEAD, WEST,
 LX7431'LEAVING HIGHWAY 67 FOR 1.0 KM (0.6 MI) TO A PAVED CROSSROAD.
 LX7431'CONTINUE AHEAD FOR 1.2 KM (0.75 MI) TO A T-ROAD.  TURN LEFT,
 LX7431'SOUTHWEST, FOR 0.3 KM (0.2 MI) TO A PAVED ROAD LEFT, BOTSFORD
 LX7431'HILL ROAD.  TURN LEFT, SOUTH, FOR 2.2 KM (1.4 MI) TO A PAVED
 LX7431'ROAD RIGHT, KEELER ROAD.  CONTINUE AHEAD FOR 1.1 KM (0.7 MI)
 LX7431'TO THE STATION ON THE LEFT, OPPOSITE A HOUSE.
 LX7431'
 LX7431'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7431'STAMPED---CRAIG NO 3 1983---,
 LX7431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7431'FLUSH WITH GROUND.  IT IS LOCATED
 LX7431'19.08 METERS (62.6 FT) NORTHEAST FROM POWER POLE NO. A 7749 E 14,
 LX7431'3.66 METERS (12.0 FT) EAST FROM THE CENTER OF THE PAVED ROAD AND
 LX7431'2.96 METERS (9.7 FT) WEST FROM A WITNESS POST IN A FENCE LINE.
 LX7431'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 LX7431'STAMPED---CRAIG NO 3 1983---,
 LX7431'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX7431'
 LX7431'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE NO
 LX7431'REFERENCE MARKS FOR THIS STATION.
 LX7431'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX7431'
 LX7431'AN EDM TIE WAS MADE TO STATION CRAIG.
 LX7431'
 LX7431'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3426 ***********************************************************************
 LW3426  DESIGNATION -  CRANDALL
 LW3426  PID         -  LW3426
 LW3426  STATE/COUNTY-  CT/NEW LONDON
 LW3426  USGS QUAD   -  MYSTIC (1984)
 LW3426
 LW3426                         *CURRENT SURVEY CONTROL
 LW3426  ___________________________________________________________________
 LW3426* NAD 83(1996)-  41 20 01.94836(N)    071 57 05.66068(W)     ADJUSTED  
 LW3426* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LW3426  ___________________________________________________________________
 LW3426  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 LW3426  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3426
 LW3426  HORZ ORDER  -  THIRD
 LW3426
 LW3426.The horizontal coordinates were established by classical geodetic methods
 LW3426.and adjusted by the National Geodetic Survey in August 1998..
 LW3426
 LW3426.The orthometric height was scaled from a topographic map.
 LW3426
 LW3426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3426
 LW3426.The geoid height was determined by GEOID03.
 LW3426
 LW3426;                    North         East     Units Scale Factor Converg.
 LW3426;SPC CT       -   208,297.885   371,634.666   MT  0.99998919   +0 31 45.9
 LW3426;SPC CT       -   683,390.64  1,219,271.40   sFT  0.99998919   +0 31 45.9
 LW3426;SPC RI       -    27,922.799    62,199.423   MT  1.00001133   -0 17 53.7
 LW3426;SPC RI       -    91,610.05    204,065.94   sFT  1.00001133   -0 17 53.7
 LW3426;SPC NY L     -   131,624.013   471,461.824   MT  1.00003050   +1 20 23.4
 LW3426;SPC NY L     -   431,836.45  1,546,787.67   sFT  1.00003050   +1 20 23.4
 LW3426;UTM  19      - 4,580,024.982   253,010.947   MT  1.00035083   -1 57 01.2
 LW3426;UTM  18      - 4,580,305.548   755,094.914   MT  1.00040092   +2 00 51.9
 LW3426
 LW3426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3426!SPC CT       -   1.00000266  x   0.99998919  =   0.99999185
 LW3426!SPC RI       -   1.00000266  x   1.00001133  =   1.00001399
 LW3426!SPC NY L     -   1.00000266  x   1.00003050  =   1.00003316
 LW3426!UTM  19      -   1.00000266  x   1.00035083  =   1.00035349
 LW3426!UTM  18      -   1.00000266  x   1.00040092  =   1.00040358
 LW3426
 LW3426|---------------------------------------------------------------------|
 LW3426| PID    Reference Object                     Distance      Geod. Az  |
 LW3426|                                                           dddmmss.s |
 LW3426| CB7632 CRANDALL RM 2                        12.700 METERS 00524     |
 LW3426| LW3361 STONINGTON TOWN HALL TOWER          APPROX. 4.3 KM 0805140.6 |
 LW3426| LW3359 AMERICAN VELVET CO STACK            APPROX. 4.5 KM 0834949.8 |
 LW3426| LW3362 STONINGTON SCHOOL CUPOLA            APPROX. 4.1 KM 0885941.2 |
 LW3426| LW3308 WATCH HILL LIGHTHOUSE               APPROX. 8.5 KM 1130708.3 |
 LW3426| CB7631 CRANDALL RM 1                        12.940 METERS 24023     |
 LW3426| LW3431 ALLENS CHIMNEY                      APPROX. 1.1 KM 2863712.8 |
 LW3426| LW3399 MYSTIC FLAGPOLE                     APPROX. 2.7 KM 3294730.4 |
 LW3426| LW3430 MYSTIC CONG CHURCH SPIRE            APPROX. 2.4 KM 3335422.9 |
 LW3426|---------------------------------------------------------------------|
 LW3426
 LW3426                          SUPERSEDED SURVEY CONTROL
 LW3426
 LW3426  NAD 83(1992)-  41 20 01.94709(N)    071 57 05.65975(W) AD(       ) 3
 LW3426  NAD 83(1986)-  41 20 01.94740(N)    071 57 05.66407(W) AD(       ) 3
 LW3426  NAD 27      -  41 20 01.59400(N)    071 57 07.40700(W) AD(       ) 3
 LW3426
 LW3426.Superseded values are not recommended for survey control.
 LW3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3426.See file dsdata.txt to determine how the superseded data were derived.
 LW3426
 LW3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5301180025(NAD 83)
 LW3426_MARKER: DS = TRIANGULATION STATION DISK
 LW3426_SETTING: 66 = SET IN ROCK OUTCROP
 LW3426_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3426+STABILITY: POSITION/ELEVATION WELL
 LW3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3426+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW3426
 LW3426  HISTORY     - Date     Condition        Report By
 LW3426  HISTORY     - 1934     MONUMENTED       CGS
 LW3426  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3426  HISTORY     - 1974     GOOD             CTGS
 LW3426  HISTORY     - 20020219 GOOD             USPSQD
 LW3426
 LW3426                          STATION DESCRIPTION
 LW3426
 LW3426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3426'THE STATION IS LOCATED ON THE POINT N OF ANDREWS AND DODGE
 LW3426'ISLANDS. IT IS MARKED BY A STANDARD DISC SET IN THE LEDGE ON
 LW3426'THE HIGHEST PART OF THE POINT, N OF THE OLD FISHERY PLANT NOW
 LW3426'USED BY THE BURROW COAL AND OIL COMPANY.
 LW3426'
 LW3426'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3426'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LW3426'NO.1 AND NO.2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING
 LW3426'BEDROCK AS DESCRIBED IN NOTE 12A.
 LW3426'
 LW3426'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3426'HOLES IN THE LEDGE SW AND N OF THE STATION RESPECTIVELY.
 LW3426'
 LW3426'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3426
 LW3426                          STATION RECOVERY (1948)
 LW3426
 LW3426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3426'THIS STATION IS NOW COVERED BY A HOUSE BELONGING TO A
 LW3426'MRS. ADAMS.  REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 LW3426
 LW3426                          STATION RECOVERY (1974)
 LW3426
 LW3426'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (AK)
 LW3426'CRANDALL 1934 EXCELLENT
 LW3426'
 LW3426'CRANDALL NO-1 1934 EXCELLENT
 LW3426'
 LW3426'CRANDALL NO-2 1934 EXCELLENT
 LW3426'
 LW3426'STATION WAS REPORTED DESTROYED IN 1948.  IT IS 6 INCH SOUTH OF
 LW3426'THE SOUTH SIDE OF 1 STORY FRAME HOUSE OWNED BY TIM MOYNIHAN.  IT
 LW3426'IS ALSO 8 FEET EAST OF THE SOUTHWEST CORNER.
 LW3426'
 LW3426'TO REACH FROM THE INTERSECTION OF CONN. 1 (BOSTON POST RD) AND
 LW3426'LATIMER ROAD, GO SOUTH ON LATIMER ROAD FOR 0.43 MILE TO DIRT
 LW3426'ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.02 MILE, TURN RIGHT
 LW3426'AND GO SOUTHWEST FOR 0.10 MILE TO END OF TRAVEL AT 1 STORY FRAME
 LW3426'HOUSE OWNED BY TIM MOYNIHAN.
 LW3426
 LW3426                          STATION RECOVERY (2002)
 LW3426
 LW3426'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3426'RECOVERED STATION, RM1, RM2. THE STATION IS 8 FEETNE OF S CORNER OF
 LW3426'MOYNIHAN SUMMER COTTAGE AT 25 CENTER DRIVE, LATIMER POINT, STONINGTON,
 LW3426'CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7214 ***********************************************************************
 LX7214  DESIGNATION -  CRITIKON
 LX7214  PID         -  LX7214
 LX7214  STATE/COUNTY-  CT/HARTFORD
 LX7214  USGS QUAD   -  BRISTOL (1984)
 LX7214
 LX7214                         *CURRENT SURVEY CONTROL
 LX7214  ___________________________________________________________________
 LX7214* NAD 83(1996)-  41 38 32.29662(N)    072 53 08.56003(W)     ADJUSTED  
 LX7214* NAVD 88     -        79.6    (meters)     261.     (feet)  VERTCON   
 LX7214  ___________________________________________________________________
 LX7214  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LX7214  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX7214
 LX7214  HORZ ORDER  -  FIRST
 LX7214
 LX7214.The horizontal coordinates were established by classical geodetic methods
 LX7214.and adjusted by the National Geodetic Survey in August 1998..
 LX7214
 LX7214.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7214
 LX7214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7214
 LX7214.The geoid height was determined by GEOID03.
 LX7214
 LX7214;                    North         East     Units Scale Factor Converg.
 LX7214;SPC CT       -   242,252.745   293,494.267   MT  0.99998493   -0 05 23.9
 LX7214;SPC CT       -   794,790.88    962,905.77   sFT  0.99998493   -0 05 23.9
 LX7214;UTM  18      - 4,612,222.258   676,082.311   MT  0.99998156   +1 24 18.9
 LX7214
 LX7214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7214!SPC CT       -   0.99999208  x   0.99998493  =   0.99997701
 LX7214!UTM  18      -   0.99999208  x   0.99998156  =   0.99997364
 LX7214
 LX7214|---------------------------------------------------------------------|
 LX7214| PID    Reference Object                     Distance      Geod. Az  |
 LX7214|                                                           dddmmss.s |
 LX7214| CZ7249 CRITIKON RM 1                        11.280 METERS 01114     |
 LX7214| LX7212 CRITIKON AZ MK                      APPROX. 0.6 KM 1081010.7 |
 LX7214| LX7211 PLAINVILLE PRATT WHITNEY TANK       APPROX. 1.0 KM 1220524.6 |
 LX7214| CZ7250 CRITIKON RM 2                        13.038 METERS 19544     |
 LX7214|---------------------------------------------------------------------|
 LX7214
 LX7214                          SUPERSEDED SURVEY CONTROL
 LX7214
 LX7214  NAD 83(1996)-  41 38 32.29611(N)    072 53 08.56003(W) AD(       ) 1
 LX7214  NAD 83(1992)-  41 38 32.29609(N)    072 53 08.56033(W) AD(       ) 1
 LX7214  NAD 83(1992)-  41 38 32.29808(N)    072 53 08.56179(W) AD(       ) 1
 LX7214  NAD 83(1986)-  41 38 32.29808(N)    072 53 08.56203(W) AD(       ) 1
 LX7214  NAD 27      -  41 38 31.94046(N)    072 53 10.19669(W) AD(       ) 1
 LX7214  NGVD 29 (07/19/86)   79.9    (m)          262.     (f) VERT ANG       
 LX7214
 LX7214.Superseded values are not recommended for survey control.
 LX7214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7214.See file dsdata.txt to determine how the superseded data were derived.
 LX7214
 LX7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7608212222(NAD 83)
 LX7214_MARKER: DS = TRIANGULATION STATION DISK
 LX7214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7214_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7214+STABILITY: SURFACE MOTION
 LX7214
 LX7214  HISTORY     - Date     Condition        Report By
 LX7214  HISTORY     - 1981     MONUMENTED       NGS
 LX7214
 LX7214                          STATION DESCRIPTION
 LX7214
 LX7214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7214'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTH OF SOUTHINGTON
 LX7214'4 KM (2.5 MI) SOUTH-SOUTHWEST OF PLAINVILLE, 1.6 KM (1.0 MI)
 LX7214'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE
 LX7214'HIGHWAY 10 (QUEEN STREET) ALONG THE EAST EDGE OF THE CRITIKON
 LX7214'CORPORATION PARKING LOT
 LX7214'
 LX7214'TO REACH THE STATION FROM THE JUNCTION OF INTRSTATE HIGHWAY 84
 LX7214'AND STATE HIGHWAY 10 (EXIT 32).  GO NORTH FROM THE END OF THE EXIT
 LX7214'TO A RAMP ON STATE HIGHWAY 10 (QUEEN STREET) FOR 0.8 KM (0.5 MI) TO A
 LX7214'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON WEST QUEEN STREET FOR
 LX7214'0.4 KM (0.25 MI) TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 LX7214'ON WEST QUEEN STREET FOR 0.8 KM (O.5)MI TO A SIDE ROAD RIGHT THE
 LX7214'(ENTRANCE TO CRITIKON CORPORATION).  TURN RIGHT AND GO NORTH FOR
 LX7214'O.3 KM (0.2 MI) TO THE SECOND SPEED HUMP.  CONTINUE AHEAD FOR 30
 LX7214'METERS (100 FT) TO THE STATION ON THE RIGHT.
 LX7214'
 LX7214'THE STATION IS A STANDARD NGS DISK
 LX7214'STAMPED---CRITIKON 1981---,
 LX7214'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7214'FLUSH WITH GROUND.  IT IS LOCATED
 LX7214'11.5 METERS (37.7 FT) NORTH FROM A LAMP POLE
 LX7214'6.0 METERS (19.7 FT) SOUTH-SOUTHEAST FROM A DRAINAGE GRATE AND
 LX7214'1.1 METERS (3.6 FT) EAST FROM THE CURB OF THE PARKING LOT.
 LX7214'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7214'STAMPED---CRITIKON 1981---,
 LX7214'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7214'
 LX7214'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7214'STAMPED---CRITIKON NO 1 1981---,
 LX7214'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7214'FLUSH WITH GROUND.  IT IS LOCATED
 LX7214'5.9 METERS (19.4 FT) NORTH-NORTHEAST FROM THE CENTER OF A
 LX7214'DRAINAGE GRATE AND
 LX7214'0.75 METER (2.5 FT) EAST FROM THE PARKING LOT CURB.
 LX7214'MARK IS LEVEL WITH STATION.
 LX7214'
 LX7214'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7214'STAMPED---CRITIKON NO 2 1981---,
 LX7214'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7214'FLUSH WITH GROUND.  IT IS LOCATED
 LX7214'21.1 METERS (69.2 FT) NORTHEAST FROM THE CENTER OF THE SPEED HUMP,
 LX7214'5.65 METERS (18.5 FT) SOUTH FROM THE LAMP POLE AND
 LX7214'0.65 METER (2.1 FT) EAST FROM THE PARKING LOT CURB.
 LX7214'MARK IS LEVEL WITH STATION.
 LX7214'
 LX7214'THE AZIMUTH MARK NUMBER IS A STANDARD NGS DISK
 LX7214'STAMPED---CRITIKON 1981---,
 LX7214'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7214'FLUSH WITH GROUND.  IT IS LOCATED
 LX7214'9.5 METERS (31.2 FT) NORTH FROM THE CENTER OF WEST QUEEN STREET
 LX7214'1.37 METERS (4.5 FT) NORTH FROM A CABLE ROAD GUARD AND
 LX7214'0.9 METER (2.9 FT) NORTHWEST FROM TELEPHONE POLE NUMBER 4201
 LX7214'
 LX7214'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF LAMP POLE ON
 LX7214'LINE.
 LX7214'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7212 ***********************************************************************
 LX7212  DESIGNATION -  CRITIKON AZ MK
 LX7212  PID         -  LX7212
 LX7212  STATE/COUNTY-  CT/HARTFORD
 LX7212  USGS QUAD   -  BRISTOL (1984)
 LX7212
 LX7212                         *CURRENT SURVEY CONTROL
 LX7212  ___________________________________________________________________
 LX7212* NAD 83(1996)-  41 38 26.64899(N)    072 52 45.62273(W)     ADJUSTED  
 LX7212* NAVD 88     -        50.8    (meters)     167.     (feet)  VERTCON   
 LX7212  ___________________________________________________________________
 LX7212  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LX7212  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX7212
 LX7212  HORZ ORDER  -  SECOND
 LX7212
 LX7212.The horizontal coordinates were established by classical geodetic methods
 LX7212.and adjusted by the National Geodetic Survey in August 1998..
 LX7212.No horizontal observational check was made to the station.
 LX7212
 LX7212.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7212
 LX7212.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7212
 LX7212.The geoid height was determined by GEOID03.
 LX7212
 LX7212;                    North         East     Units Scale Factor Converg.
 LX7212;SPC CT       -   242,077.694   294,024.825   MT  0.99998488   -0 05 08.7
 LX7212;SPC CT       -   794,216.57    964,646.45   sFT  0.99998488   -0 05 08.7
 LX7212;UTM  18      - 4,612,061.112   676,617.255   MT  0.99998388   +1 24 34.0
 LX7212
 LX7212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7212!SPC CT       -   0.99999660  x   0.99998488  =   0.99998148
 LX7212!UTM  18      -   0.99999660  x   0.99998388  =   0.99998048
 LX7212
 LX7212                          SUPERSEDED SURVEY CONTROL
 LX7212
 LX7212  NAD 83(1996)-  41 38 26.64848(N)    072 52 45.62273(W) AD(       ) 2
 LX7212  NAD 83(1992)-  41 38 26.64847(N)    072 52 45.62302(W) AD(       ) 2
 LX7212  NAD 83(1992)-  41 38 26.65044(N)    072 52 45.62449(W) AD(       ) 2
 LX7212  NAD 83(1986)-  41 38 26.65043(N)    072 52 45.62470(W) AD(       ) 2
 LX7212  NAD 27      -  41 38 26.29251(N)    072 52 47.26023(W) AD(       ) 2
 LX7212  NGVD 29 (07/19/86)   51.1    (m)          168.     (f) VERT ANG       
 LX7212
 LX7212.Superseded values are not recommended for survey control.
 LX7212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7212.See file dsdata.txt to determine how the superseded data were derived.
 LX7212
 LX7212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7661712061(NAD 83)
 LX7212_MARKER: DA = ASTRO MARKER (USUALLY A DISK)
 LX7212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7212+STABILITY: SURFACE MOTION
 LX7212
 LX7212  HISTORY     - Date     Condition        Report By
 LX7212  HISTORY     - 1981     MONUMENTED       NGS
 LX7212
 LX7212                          STATION DESCRIPTION
 LX7212
 LX7212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7212'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHEAST OF
 LX7212'BRISTOL, 4.8 KM (3 MI) NORTH OF SOUTHINGTON, 4.0 KM (2.5
 LX7212'MI) SOUTH-SOUTHWEST OF PLAINVILLE, 0.5 KM (0.3 MI) WEST OF
 LX7212'STATE HIGHWAY 10 AND ON ROAD RIGHT-OF-WAY.
 LX7212'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION
 LX7212'PERMISSION BY MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND
 LX7212'GEODETIC SURVEY
 LX7212'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109 PHONE 203-566-4638
 LX7212'
 LX7212'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84
 LX7212'AND STATE HIGHWAY 10 (EXIT 32).
 LX7212'GO NORTH ON FROM THE END OF THE EXIT RAMP ON STATE HIGHWAY 10
 LX7212'QUEEN STREET) FOR 0.8 KM (0.5) MILES TO A SIDE ROAD LEFT.  TURN
 LX7212'LEFT AND GO WEST ON WEST QUEEN STREET FOR 0.4 KM (0.25 MI) TO
 LX7212'THE STATION ON THE RIGHT.
 LX7212'
 LX7212'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX7212'STAMPED---CRITIKON 1981---,
 LX7212'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7212'FLUSH WITH GROUND.  IT IS LOCATED
 LX7212'9.5 METERS (31.2 FT) NORTH FROM THE CENTER OF WEST QUEEN STREET
 LX7212'1.37 METERS (4.5 FT) NORTH FROM A CABLE ROAD GUARD AND
 LX7212'0.9 METER (2.9 FT) NORTHWEST FROM TELEPHONE POLE NUMBER 4201
 LX7212'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX7212'STAMPED---CRITIKON 1981---,
 LX7212'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7212'
 LX7212'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 LX7212'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6975 ***********************************************************************
 LX6975  DESIGNATION -  CROMWELL AIRWAY BEACON
 LX6975  PID         -  LX6975
 LX6975  STATE/COUNTY-  CT/MIDDLESEX
 LX6975  USGS QUAD   -  MIDDLETOWN (1992)
 LX6975
 LX6975                         *CURRENT SURVEY CONTROL
 LX6975  ___________________________________________________________________
 LX6975* NAD 83(1996)-  41 36 33.94455(N)    072 39 30.39683(W)     ADJUSTED  
 LX6975* NAVD 88     -                                                        
 LX6975  ___________________________________________________________________
 LX6975  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LX6975  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX6975
 LX6975  HORZ ORDER  -  THIRD
 LX6975
 LX6975.The horizontal coordinates were established by classical geodetic methods
 LX6975.and adjusted by the National Geodetic Survey in August 1998..
 LX6975
 LX6975
 LX6975.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6975
 LX6975.The geoid height was determined by GEOID03.
 LX6975
 LX6975;                    North         East     Units Scale Factor Converg.
 LX6975;SPC CT       -   238,596.607   312,432.215   MT  0.99998401   +0 03 38.5
 LX6975;SPC CT       -   782,795.70  1,025,038.03   sFT  0.99998401   +0 03 38.5
 LX6975;UTM  18      - 4,609,061.319   695,109.958   MT  1.00006849   +1 33 19.4
 LX6975
 LX6975                          SUPERSEDED SURVEY CONTROL
 LX6975
 LX6975  NAD 83(1992)-  41 36 33.94393(N)    072 39 30.39688(W) AD(       ) 4
 LX6975  NAD 83(1986)-  41 36 33.94589(N)    072 39 30.39881(W) AD(       ) 4
 LX6975  NAD 27      -  41 36 33.58300(N)    072 39 32.06700(W) AD(       ) 3
 LX6975
 LX6975.Superseded values are not recommended for survey control.
 LX6975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6975.See file dsdata.txt to determine how the superseded data were derived.
 LX6975
 LX6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9511009061(NAD 83)
 LX6975
 LX6975  HISTORY     - Date     Condition        Report By
 LX6975  HISTORY     - 1935     MONUMENTED       CGS
 LX6975  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6975
 LX6975                          STATION DESCRIPTION
 LX6975
 LX6975'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6975'THE CROMWELL AIRWAY BEACON IS ON TOP OF THE FIRST HILL NW OF THE
 LX6975'TOWN CENTER OF CROMWELL.  THE BEACON IS AT THE TOP OF A SQUARE
 LX6975'STRUCTURAL STEEL ANGLE IRON TOWER THAT IS SUPPORTED ON A FLAT
 LX6975'CONCRETE BASE.  IT IS ABOUT 12 FEET ON A SIDE AT THE BASE AND
 LX6975'TAPERS TO 4 FEET AT THE TOP.  AT THE TOP IS A SMALL SQUARE
 LX6975'BALCONY WITH A RAILING AROUND THE EDGE.  THERE IS A COAST AND
 LX6975'GEODETIC BENCH MARK NEAR THE CENTER OF THE BASE AND A
 LX6975'REFERENCE MARK FOR TRIANGULATION STATION PIERSON IS BY THE
 LX6975'NORTHEASTERLY LEG.
 LX6975'
 LX6975'THE STATION IS THE BASE OF THE LIGHT.  HEIGHT ABOUT 75 FEET.
 LX6975
 LX6975                          STATION RECOVERY (1948)
 LX6975
 LX6975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6975'BEACON IS ON TOP OF THE FIRST HILL NW OF THE TOWN CENTER OF
 LX6975'CROMWELL.  THE BEACON IS AT THE TOP OF A SQUARE STRUCTURAL STEEL
 LX6975'ANGLE IRON TOWER WHICH IS SUPPORTED ON A FLAT CONCRETE BASE.  IT
 LX6975'IS ABOUT 12 FEET ON A SIDE AT THE BASE AND TAPERS TO 4 FEET AT THE
 LX6975'TOP, WHERE THERE IS A SQUARE BALCONY WITH A RAILING AROUND THE
 LX6975'EDGE.  THE COAST AND GEODETIC BENCH MARK WHICH WAS NEAR THE
 LX6975'CENTER OF THE BASE HAS BEEN DESTROYED.
 LX6975'
 LX6975'REFERENCE MARK 1 FOR STATION PIERSON (1935) IS BY THE NE LEG.
 LX6975'
 LX6975'THE STATION IS THE BASE OF THE LIGHT, HEIGHT ABOUT 75 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6897 ***********************************************************************
 LX6897  DESIGNATION -  CROMWELL AMERICAN TEL W TWR
 LX6897  PID         -  LX6897
 LX6897  STATE/COUNTY-  CT/MIDDLESEX
 LX6897  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6897
 LX6897                         *CURRENT SURVEY CONTROL
 LX6897  ___________________________________________________________________
 LX6897* NAD 83(1996)-  41 36 54.09366(N)    072 37 22.22499(W)     ADJUSTED  
 LX6897* NAVD 88     -                                                        
 LX6897  ___________________________________________________________________
 LX6897  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 LX6897  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6897
 LX6897  HORZ ORDER  -  THIRD
 LX6897
 LX6897.The horizontal coordinates were established by classical geodetic methods
 LX6897.and adjusted by the National Geodetic Survey in August 1998..
 LX6897
 LX6897
 LX6897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6897
 LX6897.The geoid height was determined by GEOID03.
 LX6897
 LX6897;                    North         East     Units Scale Factor Converg.
 LX6897;SPC CT       -   239,221.984   315,398.979   MT  0.99998415   +0 05 03.5
 LX6897;SPC CT       -   784,847.46  1,034,771.48   sFT  0.99998415   +0 05 03.5
 LX6897;UTM  18      - 4,609,763.940   698,059.668   MT  1.00008276   +1 34 45.3
 LX6897
 LX6897                          SUPERSEDED SURVEY CONTROL
 LX6897
 LX6897  NAD 83(1992)-  41 36 54.09304(N)    072 37 22.22496(W) AD(       ) 4
 LX6897  NAD 83(1986)-  41 36 54.09491(N)    072 37 22.22679(W) AD(       ) 4
 LX6897  NAD 27      -  41 36 53.72900(N)    072 37 23.89900(W) AD(       ) 3
 LX6897
 LX6897.Superseded values are not recommended for survey control.
 LX6897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6897.See file dsdata.txt to determine how the superseded data were derived.
 LX6897
 LX6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9806009764(NAD 83)
 LX6897
 LX6897  HISTORY     - Date     Condition        Report By
 LX6897  HISTORY     - 1935     MONUMENTED       CGS
 LX6897  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6897
 LX6897                          STATION DESCRIPTION
 LX6897
 LX6897'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6897'THE TOWER OF THE AMERICAN TELEPHONE COMPANY IS ON THE W BANK OF THE
 LX6897'CONNECTICUT RIVER ON WHAT IS KNOWN AS NOOKS HILL.  THE TOWER IS
 LX6897'MADE UP OF STRUCTURAL STEEL ANGLE IRON COLUMNS AND HORIZONTALS AND
 LX6897'HAS ROD DIAGONAL BRACING.  THE TOWER IS RECTANGULAR AT THE BASE,
 LX6897'THE LONG SIDES OF WHICH TAPER TO A POINT AT THE APEX.  THE SHORT
 LX6897'SIDES ARE THE SAME WIDTH TO THE TOP.  THERE IS A SMALL BALCONY
 LX6897'JUST BELOW THE BOTTOM CROSS-ARM.  THE STATION IS THE CENTER
 LX6897'LINE OF THE TOWER AT THE TOP.  HEIGHT ABOUT 180 FEET.
 LX6897
 LX6897                          STATION RECOVERY (1948)
 LX6897
 LX6897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6897'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6968 ***********************************************************************
 LX6968  DESIGNATION -  CROMWELL CONG CH TOWER
 LX6968  PID         -  LX6968
 LX6968  STATE/COUNTY-  CT/MIDDLESEX
 LX6968  USGS QUAD   -  MIDDLETOWN (1992)
 LX6968
 LX6968                         *CURRENT SURVEY CONTROL
 LX6968  ___________________________________________________________________
 LX6968* NAD 83(1996)-  41 35 48.64142(N)    072 38 45.07539(W)     ADJUSTED  
 LX6968* NAVD 88     -                                                        
 LX6968  ___________________________________________________________________
 LX6968  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX6968  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6968
 LX6968  HORZ ORDER  -  THIRD
 LX6968
 LX6968.The horizontal coordinates were established by classical geodetic methods
 LX6968.and adjusted by the National Geodetic Survey in August 1998..
 LX6968
 LX6968
 LX6968.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6968
 LX6968.The geoid height was determined by GEOID03.
 LX6968
 LX6968;                    North         East     Units Scale Factor Converg.
 LX6968;SPC CT       -   237,200.147   313,483.268   MT  0.99998375   +0 04 08.6
 LX6968;SPC CT       -   778,214.15  1,028,486.36   sFT  0.99998375   +0 04 08.6
 LX6968;UTM  18      - 4,607,692.627   696,197.169   MT  1.00007372   +1 33 48.2
 LX6968
 LX6968                          SUPERSEDED SURVEY CONTROL
 LX6968
 LX6968  NAD 83(1992)-  41 35 48.64078(N)    072 38 45.07540(W) AD(       ) 4
 LX6968  NAD 83(1986)-  41 35 48.64274(N)    072 38 45.07729(W) AD(       ) 4
 LX6968  NAD 27      -  41 35 48.27759(N)    072 38 46.74387(W) AD(       ) 3
 LX6968
 LX6968.Superseded values are not recommended for survey control.
 LX6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6968.See file dsdata.txt to determine how the superseded data were derived.
 LX6968
 LX6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9619707693(NAD 83)
 LX6968
 LX6968  HISTORY     - Date     Condition        Report By
 LX6968  HISTORY     - 1875     MONUMENTED       CGS
 LX6968  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6968  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6968
 LX6968                          STATION DESCRIPTION
 LX6968
 LX6968'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6968'THE CROMWELL CONGREGATIONAL CHURCH IS ON THE W SIDE OF MAIN
 LX6968'STREET (ROUTE 9) ABOUT 1/3 THE WAY UP THE HILL N OF THE TOWN
 LX6968'CENTER.  THE BUILDING IS A BROWN BRICK STRUCTURE WITH A FLAT
 LX6968'GABLE ROOF AND A BROWN SANDSTONE BASEMENT.  THE OVER HANGING
 LX6968'GABLE IS SUPPORTED ON SIX FLUTED COLUMNS SPACED EQUALLY
 LX6968'APART.  THE TOWER IS SQUARE AND IN TWO SECTIONS.  THE BOTTOM
 LX6968'SECTION HAS A FLUTED COLUMN ON EACH SIDE OF THE LOUVRES.  THE
 LX6968'TOP SECTION HAS A FLUTED COLUMN AT EACH EDGE OF EACH SIDE.
 LX6968'THE ROOF OF THE TOWER IS FLAT.  THE STATION IS THE CENTER LINE
 LX6968'OF THE TOWER.  HEIGHT ABOUT 75 FEET.
 LX6968
 LX6968                          STATION RECOVERY (1948)
 LX6968
 LX6968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6968'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6965 ***********************************************************************
 LX6965  DESIGNATION -  CROMWELL ELEVATED TANK
 LX6965  PID         -  LX6965
 LX6965  STATE/COUNTY-  CT/MIDDLESEX
 LX6965  USGS QUAD   -  MIDDLETOWN (1992)
 LX6965
 LX6965                         *CURRENT SURVEY CONTROL
 LX6965  ___________________________________________________________________
 LX6965* NAD 83(1996)-  41 36 32.87298(N)    072 38 54.12037(W)     ADJUSTED  
 LX6965* NAVD 88     -                                                        
 LX6965  ___________________________________________________________________
 LX6965  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX6965  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6965
 LX6965  HORZ ORDER  -  THIRD
 LX6965
 LX6965.The horizontal coordinates were established by classical geodetic methods
 LX6965.and adjusted by the National Geodetic Survey in August 1998..
 LX6965
 LX6965
 LX6965.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6965
 LX6965.The geoid height was determined by GEOID03.
 LX6965
 LX6965;                    North         East     Units Scale Factor Converg.
 LX6965;SPC CT       -   238,564.487   313,272.196   MT  0.99998401   +0 04 02.6
 LX6965;SPC CT       -   782,690.32  1,027,793.86   sFT  0.99998401   +0 04 02.6
 LX6965;UTM  18      - 4,609,051.119   695,950.563   MT  1.00007253   +1 33 43.5
 LX6965
 LX6965                          SUPERSEDED SURVEY CONTROL
 LX6965
 LX6965  NAD 83(1992)-  41 36 32.87236(N)    072 38 54.12038(W) AD(       ) 4
 LX6965  NAD 83(1986)-  41 36 32.87426(N)    072 38 54.12217(W) AD(       ) 4
 LX6965  NAD 27      -  41 36 32.51100(N)    072 38 55.79000(W) AD(       ) 3
 LX6965
 LX6965.Superseded values are not recommended for survey control.
 LX6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6965.See file dsdata.txt to determine how the superseded data were derived.
 LX6965
 LX6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9595109051(NAD 83)
 LX6965
 LX6965  HISTORY     - Date     Condition        Report By
 LX6965  HISTORY     - 1935     MONUMENTED       CGS
 LX6965  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6965  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6965
 LX6965                          STATION DESCRIPTION
 LX6965
 LX6965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6965'THE TANK IS OWNED BY THE TOWN OF CROMWELL AND IS ON THE E SIDE OF
 LX6965'NOOKS HILL.  THIS TANK IS E OF THE TWO CROMWELL WATER TANKS.  IT
 LX6965'IS WOOD AND IS SUPPORTED ON FOUR ANGLE IRON COLUMNS.  THERE IS A
 LX6965'SQUARE UNRAILED BALCONY AROUND THE BASE OF THE TANK.  THE ROOF IS
 LX6965'CONICAL WITH A LONG FINIAL AT THE APEX.
 LX6965'
 LX6965'THE STATION IS THE APEX OF THE TANK.  HEIGHT ABOUT 60 FEET.
 LX6965
 LX6965                          STATION RECOVERY (1948)
 LX6965
 LX6965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6965'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6965
 LX6965                          STATION RECOVERY (1988)
 LX6965
 LX6965'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6963 ***********************************************************************
 LX6963  DESIGNATION -  CROMWELL HUBBARDS OCTAGON BARN
 LX6963  PID         -  LX6963
 LX6963  STATE/COUNTY-  CT/MIDDLESEX
 LX6963  USGS QUAD   -  MIDDLETOWN (1992)
 LX6963
 LX6963                         *CURRENT SURVEY CONTROL
 LX6963  ___________________________________________________________________
 LX6963* NAD 83(1996)-  41 36 38.33816(N)    072 38 58.19341(W)     ADJUSTED  
 LX6963* NAVD 88     -                                                        
 LX6963  ___________________________________________________________________
 LX6963  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LX6963  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6963
 LX6963  HORZ ORDER  -  THIRD
 LX6963
 LX6963.The horizontal coordinates were established by classical geodetic methods
 LX6963.and adjusted by the National Geodetic Survey in August 1998..
 LX6963
 LX6963
 LX6963.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6963
 LX6963.The geoid height was determined by GEOID03.
 LX6963
 LX6963;                    North         East     Units Scale Factor Converg.
 LX6963;SPC CT       -   238,732.983   313,177.693   MT  0.99998404   +0 03 59.9
 LX6963;SPC CT       -   783,243.13  1,027,483.81   sFT  0.99998404   +0 03 59.9
 LX6963;UTM  18      - 4,609,217.108   695,851.688   MT  1.00007205   +1 33 41.0
 LX6963
 LX6963                          SUPERSEDED SURVEY CONTROL
 LX6963
 LX6963  NAD 83(1992)-  41 36 38.33756(N)    072 38 58.19344(W) AD(       ) 4
 LX6963  NAD 83(1986)-  41 36 38.33948(N)    072 38 58.19525(W) AD(       ) 4
 LX6963  NAD 27      -  41 36 37.97700(N)    072 38 59.86900(W) AD(       ) 3
 LX6963
 LX6963.Superseded values are not recommended for survey control.
 LX6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6963.See file dsdata.txt to determine how the superseded data were derived.
 LX6963
 LX6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9585209217(NAD 83)
 LX6963
 LX6963  HISTORY     - Date     Condition        Report By
 LX6963  HISTORY     - UNK      MONUMENTED
 LX6963  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6963  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6963
 LX6963                          STATION DESCRIPTION
 LX6963
 LX6963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6963'HUBBARDS BARN IS ON THE N SIDE OF NOOKS HILL ABOUT 300 YARDS E
 LX6963'OF ROUTE 9 (MAIN STREET) IN THE VILLAGE OF CROMWELL.  THE BARN
 LX6963'IS OCTAGONAL IN SHAPE AND IS ON AN OLD CONCRETE FOUNDATION THAT
 LX6963'IS FALLING APART.  THE PLANKING IS VERTICAL.  THE ROOF IS A
 LX6963'FRUSTRUM OF AN OCTAGONAL PYRAMID WITH AN OCTAGONAL VENTILATOR
 LX6963'OR CUPOLA AT THE TOP.  THE CUPOLAS ROOF IS ALSO AN OCTAGONAL
 LX6963'PYRAMID WITH FINIAL AT THE APEX.
 LX6963'
 LX6963'THE APEX OF THE CUPOLA IS THE STATION.  HEIGHT ABOUT 40 FEET.
 LX6963
 LX6963                          STATION RECOVERY (1948)
 LX6963
 LX6963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6963'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6964 ***********************************************************************
 LX6964  DESIGNATION -  CROMWELL PIERSONS STACK
 LX6964  PID         -  LX6964
 LX6964  STATE/COUNTY-  CT/MIDDLESEX
 LX6964  USGS QUAD   -  MIDDLETOWN (1992)
 LX6964
 LX6964                         *CURRENT SURVEY CONTROL
 LX6964  ___________________________________________________________________
 LX6964* NAD 83(1996)-  41 36 14.30183(N)    072 38 57.76993(W)     ADJUSTED  
 LX6964* NAVD 88     -                                                        
 LX6964  ___________________________________________________________________
 LX6964  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LX6964  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX6964
 LX6964  HORZ ORDER  -  THIRD
 LX6964
 LX6964.The horizontal coordinates were established by classical geodetic methods
 LX6964.and adjusted by the National Geodetic Survey in August 1998..
 LX6964
 LX6964
 LX6964.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6964
 LX6964.The geoid height was determined by GEOID03.
 LX6964
 LX6964;                    North         East     Units Scale Factor Converg.
 LX6964;SPC CT       -   237,991.448   313,188.361   MT  0.99998389   +0 04 00.2
 LX6964;SPC CT       -   780,810.28  1,027,518.81   sFT  0.99998389   +0 04 00.2
 LX6964;UTM  18      - 4,608,476.038   695,881.697   MT  1.00007220   +1 33 40.5
 LX6964
 LX6964                          SUPERSEDED SURVEY CONTROL
 LX6964
 LX6964  NAD 83(1992)-  41 36 14.30120(N)    072 38 57.76994(W) AD(       ) 4
 LX6964  NAD 83(1986)-  41 36 14.30310(N)    072 38 57.77178(W) AD(       ) 4
 LX6964  NAD 27      -  41 36 13.94200(N)    072 38 59.44000(W) AD(       ) 3
 LX6964
 LX6964.Superseded values are not recommended for survey control.
 LX6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6964.See file dsdata.txt to determine how the superseded data were derived.
 LX6964
 LX6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9588208476(NAD 83)
 LX6964
 LX6964  HISTORY     - Date     Condition        Report By
 LX6964  HISTORY     - 1935     MONUMENTED       CGS
 LX6964  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6964
 LX6964                          STATION DESCRIPTION
 LX6964
 LX6964'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6964'THE STACK IS IN THE CENTER OF THE HOTHOUSE ON THE W SIDE OF
 LX6964'ROUTE 9 JUST N OF THE CENTER OF THE VILLAGE OF CROMWELL AND
 LX6964'IS THE PROPERTY OF MR. A.N. PIERSON.  THE STACK IS ON THE E
 LX6964'SIDE OF THE HEATING PLANT WHICH IS A 2-STORY BRICK BUILDING.  THE
 LX6964'STACK IS ROUND AND MADE OF BROWN BRICK.
 LX6964'
 LX6964'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT
 LX6964'175 FEET.
 LX6964
 LX6964                          STATION RECOVERY (1948)
 LX6964
 LX6964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6964'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6971 ***********************************************************************
 LX6971  DESIGNATION -  CROMWELL PIERSONS SHORT STACK
 LX6971  PID         -  LX6971
 LX6971  STATE/COUNTY-  CT/MIDDLESEX
 LX6971  USGS QUAD   -  MIDDLETOWN (1992)
 LX6971
 LX6971                         *CURRENT SURVEY CONTROL
 LX6971  ___________________________________________________________________
 LX6971* NAD 83(1996)-  41 35 59.56393(N)    072 39 25.66750(W)     ADJUSTED  
 LX6971* NAVD 88     -                                                        
 LX6971  ___________________________________________________________________
 LX6971  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX6971  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6971
 LX6971  HORZ ORDER  -  THIRD
 LX6971
 LX6971.The horizontal coordinates were established by classical geodetic methods
 LX6971.and adjusted by the National Geodetic Survey in August 1998..
 LX6971
 LX6971
 LX6971.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6971
 LX6971.The geoid height was determined by GEOID03.
 LX6971
 LX6971;                    North         East     Units Scale Factor Converg.
 LX6971;SPC CT       -   237,536.046   312,542.858   MT  0.99998381   +0 03 41.7
 LX6971;SPC CT       -   779,316.18  1,025,401.03   sFT  0.99998381   +0 03 41.7
 LX6971;UTM  18      - 4,608,003.914   695,248.236   MT  1.00006915   +1 33 21.5
 LX6971
 LX6971                          SUPERSEDED SURVEY CONTROL
 LX6971
 LX6971  NAD 83(1992)-  41 35 59.56329(N)    072 39 25.66754(W) AD(       ) 4
 LX6971  NAD 83(1986)-  41 35 59.56520(N)    072 39 25.66934(W) AD(       ) 4
 LX6971  NAD 27      -  41 35 59.20500(N)    072 39 27.33500(W) AD(       ) 3
 LX6971
 LX6971.Superseded values are not recommended for survey control.
 LX6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6971.See file dsdata.txt to determine how the superseded data were derived.
 LX6971
 LX6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9524808004(NAD 83)
 LX6971
 LX6971  HISTORY     - Date     Condition        Report By
 LX6971  HISTORY     - 1935     MONUMENTED       CGS
 LX6971
 LX6971                          STATION DESCRIPTION
 LX6971
 LX6971'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6971'THE STACK IS AT THE HOTHOUSE OF THE A.N. PIERSON IN THE
 LX6971'WESTERN PART OF THE VILLAGE OF CROMWELL.  IT IS AT THE W END OF
 LX6971'THE HOTHOUSE AND ON THE E SIDE OF THE HEATING PLANT
 LX6971'WHICH IS A LOW ONE-STORY BRICK AND CONCRETE BUILDING.  IT IS
 LX6971'A CIRCULAR BROWN BRICK STRUCTURE WITH A LADDER ON THE W
 LX6971'SIDE.  THIS IS THE SMALLEST HOTHOUSE IN THIS PART OF CROMWELL.
 LX6971'
 LX6971'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOVE
 LX6971'100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6969 ***********************************************************************
 LX6969  DESIGNATION -  CROMWELL ROMAN CATH CHURCH
 LX6969  PID         -  LX6969
 LX6969  STATE/COUNTY-  CT/MIDDLESEX
 LX6969  USGS QUAD   -  MIDDLETOWN (1992)
 LX6969
 LX6969                         *CURRENT SURVEY CONTROL
 LX6969  ___________________________________________________________________
 LX6969* NAD 83(1996)-  41 35 58.89241(N)    072 39 19.60588(W)     ADJUSTED  
 LX6969* NAVD 88     -                                                        
 LX6969  ___________________________________________________________________
 LX6969  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX6969  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6969
 LX6969  HORZ ORDER  -  THIRD
 LX6969
 LX6969.The horizontal coordinates were established by classical geodetic methods
 LX6969.and adjusted by the National Geodetic Survey in August 1998..
 LX6969
 LX6969
 LX6969.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6969
 LX6969.The geoid height was determined by GEOID03.
 LX6969
 LX6969;                    North         East     Units Scale Factor Converg.
 LX6969;SPC CT       -   237,515.481   312,683.251   MT  0.99998380   +0 03 45.7
 LX6969;SPC CT       -   779,248.71  1,025,861.63   sFT  0.99998380   +0 03 45.7
 LX6969;UTM  18      - 4,607,987.016   695,389.130   MT  1.00006983   +1 33 25.5
 LX6969
 LX6969                          SUPERSEDED SURVEY CONTROL
 LX6969
 LX6969  NAD 83(1992)-  41 35 58.89177(N)    072 39 19.60592(W) AD(       ) 4
 LX6969  NAD 83(1986)-  41 35 58.89368(N)    072 39 19.60773(W) AD(       ) 4
 LX6969  NAD 27      -  41 35 58.52700(N)    072 39 21.27200(W) AD(       ) 3
 LX6969
 LX6969.Superseded values are not recommended for survey control.
 LX6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6969.See file dsdata.txt to determine how the superseded data were derived.
 LX6969
 LX6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9538907987(NAD 83)
 LX6969
 LX6969  HISTORY     - Date     Condition        Report By
 LX6969  HISTORY     - UNK      MONUMENTED
 LX6969  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6969  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6969  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6969
 LX6969                          STATION DESCRIPTION
 LX6969
 LX6969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6969'THE CROMWELL ROMAN CATHOLIC CHURCH IS W OF ST. JOHNS COURT IN
 LX6969'THE WESTERN PART OF THE VILLAGE OF CROMWELL.  THE CHURCH IS A
 LX6969'FRAME BUILDING WITH A BROWN SANDSTONE BASE AND HAS A RED ROOF
 LX6969'WITH TWO GREEN STRIPES RUNNING LENGTH WISE ALONG THE ROOF.  THE
 LX6969'CORNER STONE IS AT THE NORTHEASTERLY CORNER AND ON IT IS
 LX6969'WRITTEN ST. JOHNS CHURCH 1881.
 LX6969'
 LX6969'THE SPIRE IS AT THE FRONT OF THE CHURCH AND IS IN THE E AND
 LX6969'W CENTER LINE.  THE BASE OF THE SPIRE IS SQUARE, THE UPPER PART
 LX6969'IS A SQUARE PYRAMID WITH A GOLDEN CROSS AT THE APEX.
 LX6969'
 LX6969'THE STATION IS THE BASE OF THE CROSS.  HEIGHT ABOUT 100 FEET.
 LX6969
 LX6969                          STATION RECOVERY (1948)
 LX6969
 LX6969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6969'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6969
 LX6969                          STATION RECOVERY (1988)
 LX6969
 LX6969'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6979 ***********************************************************************
 LX6979  DESIGNATION -  CROMWELL SWEDISH ORPHAN SILO
 LX6979  PID         -  LX6979
 LX6979  STATE/COUNTY-  CT/MIDDLESEX
 LX6979  USGS QUAD   -  MIDDLETOWN (1992)
 LX6979
 LX6979                         *CURRENT SURVEY CONTROL
 LX6979  ___________________________________________________________________
 LX6979* NAD 83(1996)-  41 35 56.78837(N)    072 39 42.77120(W)     ADJUSTED  
 LX6979* NAVD 88     -                                                        
 LX6979  ___________________________________________________________________
 LX6979  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LX6979  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX6979
 LX6979  HORZ ORDER  -  THIRD
 LX6979
 LX6979.The horizontal coordinates were established by classical geodetic methods
 LX6979.and adjusted by the National Geodetic Survey in August 1998..
 LX6979
 LX6979
 LX6979.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6979
 LX6979.The geoid height was determined by GEOID03.
 LX6979
 LX6979;                    North         East     Units Scale Factor Converg.
 LX6979;SPC CT       -   237,450.002   312,146.869   MT  0.99998379   +0 03 30.3
 LX6979;SPC CT       -   779,033.88  1,024,101.85   sFT  0.99998379   +0 03 30.3
 LX6979;UTM  18      - 4,607,907.565   694,854.592   MT  1.00006726   +1 33 10.1
 LX6979
 LX6979                          SUPERSEDED SURVEY CONTROL
 LX6979
 LX6979  NAD 83(1992)-  41 35 56.78773(N)    072 39 42.77124(W) AD(       ) 4
 LX6979  NAD 83(1986)-  41 35 56.78969(N)    072 39 42.77307(W) AD(       ) 4
 LX6979  NAD 27      -  41 35 56.42800(N)    072 39 44.43800(W) AD(       ) 3
 LX6979
 LX6979.Superseded values are not recommended for survey control.
 LX6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6979.See file dsdata.txt to determine how the superseded data were derived.
 LX6979
 LX6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9485507908(NAD 83)
 LX6979
 LX6979  HISTORY     - Date     Condition        Report By
 LX6979  HISTORY     - 1935     MONUMENTED       CGS
 LX6979
 LX6979                          STATION DESCRIPTION
 LX6979
 LX6979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6979'THE SWEDISH ORPHANGE IS ON THE TOP OF THE FIRST HILL W OF THE
 LX6979'CENTER OF THE VILLAGE OF CROMWELL.  THE MAIN BUILDING IS A
 LX6979'THREE-STORY BROWN BRICK BUILDING WITH A STEEP GABLE SLATE ROOF
 LX6979'THAT HAS TWO DORMERS ON THE S SIDE.  THERE IS A LARGE TABERNACLE
 LX6979'N OF THE MAIN BUILDING AND A BARN S OF THE MAIN BUILDING THAT
 LX6979'HAS A SILO AT THE E END AND ONE ON THE S SIDE NEAR THE WESTERLY
 LX6979'END.  THE SILO IS A WHITE WOODEN STRUCTURE WITH AN OCTAGONAL
 LX6979'ROOF.  THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT
 LX6979'ABOUT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4796 ***********************************************************************
 LX4796  DESIGNATION -  CROOKS
 LX4796  PID         -  LX4796
 LX4796  STATE/COUNTY-  CT/NEW LONDON
 LX4796  USGS QUAD   -  FITCHVILLE (1983)
 LX4796
 LX4796                         *CURRENT SURVEY CONTROL
 LX4796  ___________________________________________________________________
 LX4796* NAD 83(1996)-  41 36 11.65428(N)    072 08 40.55525(W)     ADJUSTED  
 LX4796* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 LX4796  ___________________________________________________________________
 LX4796  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 LX4796  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX4796
 LX4796  HORZ ORDER  -  FIRST
 LX4796
 LX4796.The horizontal coordinates were established by classical geodetic methods
 LX4796.and adjusted by the National Geodetic Survey in August 1998..
 LX4796
 LX4796.The orthometric height was scaled from a topographic map.
 LX4796
 LX4796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4796
 LX4796.The geoid height was determined by GEOID03.
 LX4796
 LX4796;                    North         East     Units Scale Factor Converg.
 LX4796;SPC CT       -   238,081.673   355,267.714   MT  0.99998388   +0 24 05.1
 LX4796;SPC CT       -   781,106.29  1,165,574.16   sFT  0.99998388   +0 24 05.1
 LX4796;UTM  18      - 4,609,664.266   737,952.660   MT  1.00029684   +1 53 48.4
 LX4796
 LX4796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4796!SPC CT       -   0.99997999  x   0.99998388  =   0.99996387
 LX4796!UTM  18      -   0.99997999  x   1.00029684  =   1.00027682
 LX4796
 LX4796|---------------------------------------------------------------------|
 LX4796| PID    Reference Object                     Distance      Geod. Az  |
 LX4796|                                                           dddmmss.s |
 LX4796| CZ7254 CROOKS RM 1                          16.855 METERS 06035     |
 LX4796| LX4757 NORWICHTOWN FIRE TOWER              APPROX. 3.7 KM 1054254.8 |
 LX4796| CZ7255 CROOKS RM 2                          31.264 METERS 11907     |
 LX4796| LX4799 1000                                APPROX. 2.7 KM 2831548.0 |
 LX4796|---------------------------------------------------------------------|
 LX4796
 LX4796                          SUPERSEDED SURVEY CONTROL
 LX4796
 LX4796  NAD 83(1992)-  41 36 11.65350(N)    072 08 40.55472(W) AD(       ) 1
 LX4796  NAD 83(1986)-  41 36 11.65447(N)    072 08 40.55647(W) AD(       ) 1
 LX4796  NAD 27      -  41 36 11.30298(N)    072 08 42.26848(W) AD(       ) 1
 LX4796
 LX4796.Superseded values are not recommended for survey control.
 LX4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4796.See file dsdata.txt to determine how the superseded data were derived.
 LX4796
 LX4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3795309664(NAD 83)
 LX4796_MARKER: Z = SEE DESCRIPTION
 LX4796_SETTING: 0 = UNSPECIFIED SETTING
 LX4796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4796
 LX4796  HISTORY     - Date     Condition        Report By
 LX4796  HISTORY     - 1942     MONUMENTED       CTGS
 LX4796  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX4796
 LX4796                          STATION DESCRIPTION
 LX4796
 LX4796'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX4796'STATION SET ABOUT A 1/4 MILE N OF CENTER OF FRANKLIN, ON PROPERTY
 LX4796'OF RICHARD CROOKS.  STATION MARK IS A STANDARD STATION MARK DISK
 LX4796'SET IN A CONCRETE POST TOP ABOUT 3 INCHES ABOVE GROUND AND STAMPED
 LX4796'CROOKS 1942.
 LX4796'
 LX4796'TO REACH FROM THE INTERSECTION OF ROUTES 2 AND 32 IN YANTIC,
 LX4796'GO N ON ROUTE 32 4.2 MILES TO T ROAD LEFT, GO LEFT UP HILL 0.3 MILE
 LX4796'TO PRIVATE DRIVE ON LEFT TO RICHARD CROOKS HOUSE, FOLLOW THIS
 LX4796'DRIVE 0.3 MILE TO BARN IN REAR OF HOUSE.  STATION IS 170 FEET S OF
 LX4796'BARN AND 11 FEET E OF WIRE FENCE IN PASTURE LOT S OF BARN.
 LX4796'
 LX4796'R.M. NO. 1 - STANDARD STATE TRAVERSE DISK SET IN OUTCROPPING
 LX4796'BOULDER 3 FEET SQUARE BY 6 INCHES ABOVE GROUND STAMPED CROOKS
 LX4796'R.M. 1 1942 IN SAME LOT AS STATION, 55.32 FEET ENE OF STATION AND
 LX4796'21 FEET W OF STONE WALL.
 LX4796'
 LX4796'R.M. NO. 2 - STANDARD STATE TRAVERSE DISK SET IN BEDROCK 4 FEET
 LX4796'BY 3 FEET AND 1 FOOT HIGH, STAMPED CROOKS R.M. 2 1942, 102.6 FEET
 LX4796'SE OF STATION IN CATTLE ROAD FROM BARN, 4 FEET E OF W WALL OF
 LX4796'CATTLE ROAD.
 LX4796'
 LX4796'R.M. NO. 1 TO R.M. NO. 2 - 87.51 FEET.
 LX4796'
 LX4796'AZIMUTH MARK - CONNECTICUT GEODETIC MONUMENT NO. 1,000.
 LX4796
 LX4796                          STATION RECOVERY (1942)
 LX4796
 LX4796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4796'STATION WAS RECOVERED AS DESCRIBED BY THE CONN. GEOD. S. IN
 LX4796'1942.  ALL MARKS WERE FOUND IN GOOD CONDIITON AND THE DISTANCES WERE
 LX4796'CHECKED AND FOUND CORRECT.  A DIFFERENCE WAS FOUND IN THE DIRECTION
 LX4796'TO THE REFERENCE MARKS AS SHOWN BELOW.
 LX4796'
 LX4796'THE CONN. GEOD. MONUMENT NO. 1000 WHICH WAS USED AS AN AZIMUTH
 LX4796'MARK WAS SEARCHED FOR BY THIS PARTY BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4802 ***********************************************************************
 LX4802  DESIGNATION -  CROOKS 2 RESET
 LX4802  PID         -  LX4802
 LX4802  STATE/COUNTY-  CT/NEW LONDON
 LX4802  USGS QUAD   -  FITCHVILLE (1983)
 LX4802
 LX4802                         *CURRENT SURVEY CONTROL
 LX4802  ___________________________________________________________________
 LX4802* NAD 83(1996)-  41 36 09.56479(N)    072 08 39.22836(W)     ADJUSTED  
 LX4802* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 LX4802  ___________________________________________________________________
 LX4802  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LX4802  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX4802
 LX4802  HORZ ORDER  -  FIRST
 LX4802
 LX4802.The horizontal coordinates were established by classical geodetic methods
 LX4802.and adjusted by the National Geodetic Survey in August 1998..
 LX4802
 LX4802.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4802
 LX4802.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4802
 LX4802.The geoid height was determined by GEOID03.
 LX4802
 LX4802;                    North         East     Units Scale Factor Converg.
 LX4802;SPC CT       -   238,017.427   355,298.891   MT  0.99998386   +0 24 06.0
 LX4802;SPC CT       -   780,895.51  1,165,676.44   sFT  0.99998386   +0 24 06.0
 LX4802;UTM  18      - 4,609,600.835   737,985.513   MT  1.00029704   +1 53 49.2
 LX4802
 LX4802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4802!SPC CT       -   0.99997988  x   0.99998386  =   0.99996374
 LX4802!UTM  18      -   0.99997988  x   1.00029704  =   1.00027691
 LX4802
 LX4802:                Primary Azimuth Mark                     Grid Az
 LX4802:SPC CT       -  CROOKS 2 AZ MK                           173 07 15.6
 LX4802:UTM  18      -  CROOKS 2 AZ MK                           171 37 32.4
 LX4802
 LX4802|---------------------------------------------------------------------|
 LX4802| PID    Reference Object                     Distance      Geod. Az  |
 LX4802|                                                           dddmmss.s |
 LX4802| CZ7251 CROOKS 2 AZ MK                                     1733121.6 |
 LX4802| CZ7253 CROOKS 2 RM 2                        24.506 METERS 25624     |
 LX4802| CZ7252 CROOKS 2 RM 1                        23.340 METERS 35754     |
 LX4802|---------------------------------------------------------------------|
 LX4802
 LX4802                          SUPERSEDED SURVEY CONTROL
 LX4802
 LX4802  NAD 83(1992)-  41 36 09.56397(N)    072 08 39.22793(W) AD(       ) 1
 LX4802  NAD 83(1986)-  41 36 09.56493(N)    072 08 39.22960(W) AD(       ) 1
 LX4802  NAD 27      -  41 36 09.21200(N)    072 08 40.94844(W) AD(       ) 1
 LX4802  NGVD 29 (07/19/86)  158.7    (m)          521.     (f) VERT ANG       
 LX4802
 LX4802.Superseded values are not recommended for survey control.
 LX4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4802.See file dsdata.txt to determine how the superseded data were derived.
 LX4802
 LX4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3798609601(NAD 83)
 LX4802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4802+STABILITY: SURFACE MOTION
 LX4802
 LX4802  HISTORY     - Date     Condition        Report By
 LX4802  HISTORY     - 1975     MONUMENTED       NGS
 LX4802  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX4802
 LX4802                          STATION DESCRIPTION
 LX4802
 LX4802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4802'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF NORWICH,
 LX4802'3-1/2 MILES NORTHWEST OF YANTIC, 2 MILE SOUTH OF NORTH FRANKLIN
 LX4802'AND ON THE PROPERTY OF MR. G. RICHARD CROOKS JR.  RFD 1.  NORTH
 LX4802'FRANKLIN, CONNECTICUT.  06254.  HIS TELEPHONE NUMBER IS 642-7919.
 LX4802'
 LX4802'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX4802'32 IN THE TOWN OF YANTIC, GO NORTHERLY ON HIGHWAY 32 FOR 0.7
 LX4802'MILE TO STATE HIGHWAY 87 ON THE LEFT.  CONTINUE NORTHERLY ON
 LX4802'HIGHWAY 32 FOR 3.25 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT
 LX4802'AND GO WEST AND SOUTH ON MEETING HOUSE HILL ROAD FOR 0.35 MILE
 LX4802'TO A FORK.  KEEP THE LEFT FORK AND GO SOUTH ON MEETING HOUSE
 LX4802'HILL ROAD FOR 0.3 MILE TO THE END OF THE PAVED ROAD AND A HOUSE
 LX4802'ON THE RIGHT.  CONTINUE SOUTH ON A DIRT FARM LANE FOR 0.1 MILE
 LX4802'TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4802'
 LX4802'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH,
 LX4802'ALONG THE EAST EDGE OF A PLOWED FIELD FOR 0.2 MILE TO THE SOUTH
 LX4802'EDGE OF THE FIELD.  TURN RIGHT AND GO WEST, ALONG THE SOUTH EDGE
 LX4802'OF THE FIELD FOR 0.1 MILE TO THE AZIMUTH MARK AS DESCRIBED.
 LX4802'
 LX4802'THE STATION MARKS ARE STANDARD DISKS STAMPED CROOKS 2 1975.  THE
 LX4802'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX4802'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 18.5 FEET
 LX4802'NORTHWEST OF A FENCE CORNER, 14.8 FEET WEST OF A FENCE LINE,
 LX4802'12.3 FEET NORTHWEST OF A METAL WITNESS POST AND 11.0 FEET NORTH
 LX4802'OF A FENCE LINE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 LX4802'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE
 LX4802'GROUND SURFACE.
 LX4802'
 LX4802'REFERENCE MARK 1, STAMPED CROOKS 2 1975 NO 1, IS A STANDARD
 LX4802'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS
 LX4802'FLUSH WITH THE GROUND SURFACE.  IT IS 87 FEET NORTH OF A FENCE
 LX4802'LINE, 87 FEET NORTH OF A METAL WITNESS POST AND 1.3 FEET WEST
 LX4802'OF A FENCE LINE.
 LX4802'
 LX4802'REFERENCE MARK 2, STAMPED CROOKS 2 1975 NO 2, IS A STANDARD
 LX4802'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS
 LX4802'FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET WEST OF A FENCE
 LX4802'LINE, 64 FEET WEST OF A METAL WITNESS POST AND 2.3 FEET NORTH OF
 LX4802'A FENCE LINE.
 LX4802'
 LX4802'THE AZIMUTH MARK, STAMPED CROOKS 2 1975 AZ, IS A STANDARD
 LX4802'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 1
 LX4802'BY 2 FOOT BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX4802'SURFACE.  IT IS 51 FEET NORTHEAST OF A 3-FOOT OAK TREE, 8 FEET
 LX4802'WEST OF A TWIN TRUNKED BIRCH TREE AND 5.3 FEET NORTH OF A METAL
 LX4802'WITNESS POST.
 LX4802'
 LX4802'STATION CROOKS 1942 WAS SEARCHED FOR BY MEANS OF AN INVERSE BUT
 LX4802'NOT RECOVERED.
 LX4802'
 LX4802'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 LX4802
 LX4802                          STATION RECOVERY (1976)
 LX4802
 LX4802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX4802'THE UNDERGROUND MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 LX4802'MARK, WERE RECOVERED IN GOOD CONDITION.  THE STATION SURFACE
 LX4802'MARK HAD BEEN DESTROYED, A NEW SURFACE MARK WAS ESTABLISHED AT
 LX4802'THIS TIME.
 LX4802'
 LX4802'STATION IS LOCATED ABOUT 6-1/3 MILES NORTHWEST OF NORWICH,
 LX4802'ABOUT 3-1/2 MILES NORTHWEST OF YANTIC, ABOUT 2 MILES SOUTH OF
 LX4802'NORTH FRANKLIN, ON THE PROPERTY OF MR. G. RICHARD CROOKS
 LX4802'JR. RFD 1, NORTH FRANKLIN, CONNECTICUT 06254 PHONE 642-7919.
 LX4802'
 LX4802'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 2 AND 32 IN YANTIC,
 LX4802'GO NORTHERLY ON STATE HIGHWAY 32 FOR 0.7 MILE TO STATE HIGHWAY
 LX4802'87 ON LEFT, CONTINUE NORTHERLY ON STATE HIGHWAY 32 FOR 3.2 MILES
 LX4802'TO SIDE ROAD LEFT, TURN LEFT, GO WEST THENCE SOUTH ON MEETING
 LX4802'HOUSE ROAD FOR 0.35 MILE TO FORKS, KEEP LEFT FORK, GO SOUTH ON
 LX4802'MEETING HOUSE ROAD FOR 0.3 MILE TO END OF PAVEMENT AND MR CROOKS
 LX4802'SR. RESIDENCE AND MACHINERY BUSINESS ON RIGHT, CONTINUE AHEAD
 LX4802'ON FIELD ROAD FOR 0.1 MILE TO STATION ON RIGHT AT FENCE
 LX4802'CORNER.
 LX4802'
 LX4802'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH ROUND
 LX4802'CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED CROOKS 2 1975
 LX4802'1976.  IT IS 36.4 FEET WEST OF POWER POLE 1203, 27.5 FEET WEST
 LX4802'OF CENTER OF ROAD, 18.5 FEET NORTHWEST OF FENCE CORNER, 14.8
 LX4802'FEET WEST OF FENCE, 12.4 FEET NORTH-NORTHWEST OF WITNESS POST
 LX4802'AND 11.1 FEET NORTH OF FENCE.  UNDERGROUND MARK IS 48 INCHES
 LX4802'BELOW GROUND.
 LX4802'
 LX4802'REFERENCE MARK 1 IS A STANDARD DISK SET TOP OF A 12 INCH ROUND
 LX4802'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CROOKS 2
 LX4802'1975 NO 1.  IT IS 87 FEET NORTH OF FENCE CORNER, 86.4 FEET NORTH
 LX4802'OF WITNESS POST, 36.3 FEET SOUTHWEST OF POWER POLE 1202, 17 FEET
 LX4802'WEST OF CENTER OF ROAD AND 1.5 FEET WEST OF FENCE.
 LX4802'
 LX4802'REFERENCE MARK 2 IS A STANDARD DISK SET IN TOP OF A 12 INCH
 LX4802'ROUND CONCRETE MONUMENT FLUSH WITH GROUND AND IS STAMPED CROOKS
 LX4802'2 1975 NO 2.  IT IS 95 FEET WEST OF FENCE CORNER, 87.0 FEET WEST
 LX4802'OF WITNESS POST AND 1.8 FEET NORTH OF FENCE.
 LX4802'
 LX4802'AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN TOP OF A
 LX4802'1 X 2 FOOT BOULDER PROJECTING ABOUT 6 INCHES ABOVE GROUND AND IS
 LX4802'STAMPED CROOKS 2 1975.  IT IS 51 FEET NORTHEAST OF A 3 FOOT OAK
 LX4802'TREE, 8 FEET WEST OF A TWIN TRUCK OAK TREE AND 8 FEET WEST OF A
 LX4802'TWIN TUNK OAK TREE AND 5.3 FEET NORTH OF WITNESS POST.
 LX4802'
 LX4802'TO REACH AZIMUTH FROM STATION, GO SOUTH ALONG EDGE OF FIELD FOR
 LX4802'0.2 MILE TO WOOD, TURN RIGHT, GO SOUTH ALONG EDGE OF FIELD FOR
 LX4802'0.1 MILE TO THE MARK ON LEFT IN EDGE OF WOODS.
 LX4802'
 LX4802'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4802'2 MILES SOUTH OF FRANKLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6818 ***********************************************************************
 LX6818  DESIGNATION -  CROSLING
 LX6818  PID         -  LX6818
 LX6818  STATE/COUNTY-  CT/MIDDLESEX
 LX6818  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6818
 LX6818                         *CURRENT SURVEY CONTROL
 LX6818  ___________________________________________________________________
 LX6818* NAD 83(1996)-  41 34 16.71422(N)    072 37 03.49686(W)     ADJUSTED  
 LX6818* NAVD 88     -        98.     (meters)     322.     (feet)  SCALED    
 LX6818  ___________________________________________________________________
 LX6818  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LX6818  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX6818
 LX6818  HORZ ORDER  -  THIRD
 LX6818
 LX6818.The horizontal coordinates were established by classical geodetic methods
 LX6818.and adjusted by the National Geodetic Survey in August 1998..
 LX6818
 LX6818.The orthometric height was scaled from a topographic map.
 LX6818
 LX6818.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6818
 LX6818.The geoid height was determined by GEOID03.
 LX6818
 LX6818;                    North         East     Units Scale Factor Converg.
 LX6818;SPC CT       -   234,367.329   315,840.008   MT  0.99998336   +0 05 15.9
 LX6818;SPC CT       -   768,920.15  1,036,218.43   sFT  0.99998336   +0 05 15.9
 LX6818;UTM  18      - 4,604,921.949   698,627.197   MT  1.00008553   +1 34 52.8
 LX6818
 LX6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6818!SPC CT       -   0.99998932  x   0.99998336  =   0.99997268
 LX6818!UTM  18      -   0.99998932  x   1.00008553  =   1.00007485
 LX6818
 LX6818|---------------------------------------------------------------------|
 LX6818| PID    Reference Object                     Distance      Geod. Az  |
 LX6818|                                                           dddmmss.s |
 LX6818| CZ7257 CROSLING RM 2                         5.450 METERS 08018     |
 LX6818| LX6842 BODKIN ROCK LIGHT                   APPROX. 1.7 KM 1320530.2 |
 LX6818| LX6899 MOUSE ISLAND LIGHT                  APPROX. 1.4 KM 1912259.1 |
 LX6818| LX6950 MIDDLETOWN ST HOSP COAL ELEV        APPROX. 1.6 KM 2180550.4 |
 LX6818| LX6981 LONG LANE STATE FARM TOWER          APPROX. 4.8 KM 2342712.0 |
 LX6818| LX6980 LONG LANE STATE FARM CHAPEL         APPROX. 4.8 KM 2353510.6 |
 LX6818| LX6966 MIDDLETOWN SOUTH CONG CH SPIRE      APPROX. 3.0 KM 2361409.7 |
 LX6818| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX. 3.1 KM 2460049.2 |
 LX6818| CZ7256 CROSLING RM 1                         6.500 METERS 25905     |
 LX6818|---------------------------------------------------------------------|
 LX6818
 LX6818                          SUPERSEDED SURVEY CONTROL
 LX6818
 LX6818  NAD 83(1992)-  41 34 16.71356(N)    072 37 03.49681(W) AD(       ) 3
 LX6818  NAD 83(1986)-  41 34 16.71548(N)    072 37 03.49884(W) AD(       ) 3
 LX6818  NAD 27      -  41 34 16.35500(N)    072 37 05.17000(W) AD(       ) 3
 LX6818
 LX6818.Superseded values are not recommended for survey control.
 LX6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6818.See file dsdata.txt to determine how the superseded data were derived.
 LX6818
 LX6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9862704922(NAD 83)
 LX6818_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6818_SETTING: 66 = SET IN ROCK OUTCROP
 LX6818_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6818+STABILITY: POSITION/ELEVATION WELL
 LX6818
 LX6818  HISTORY     - Date     Condition        Report By
 LX6818  HISTORY     - 1935     MONUMENTED       CGS
 LX6818  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6818
 LX6818                          STATION DESCRIPTION
 LX6818
 LX6818'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6818'THIS STATION IS REACHED FROM THE INTERSECTION OF ROUTES 14 AND 15
 LX6818'IN PORTLAND.  GO EASTERLY ON ROUTE 14, 1.2 MILES, TURN LEFT INTO
 LX6818'PRIVATE ROAD AND CROSS RAILROAD TRACK.  THE STATION IS EASTERLY OF
 LX6818'THIS POINT ON THE HIGH LEDGE.  THE STATION IS MARKED BY A
 LX6818'STANDARD DISK SET IN A DRILL HOLE IN THE SAND STONE LEDGE OF THE
 LX6818'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD CUT AND IS ON THE
 LX6818'PROPERTY OF CISERO CROSLING.
 LX6818'
 LX6818'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6818'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX6818'THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARKS NOS.1 AND 2
 LX6818'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX6818'NOTE 12A.
 LX6818'
 LX6818'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 LX6818'SAME LEDGE AS THE STATION E 6.50 METERS FROM THE STATION.  REFERENCE
 LX6818'MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN LEDGE
 LX6818'NORTHERLY OF THE STATION 5.45 METERS.
 LX6818'
 LX6818'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6818
 LX6818                          STATION RECOVERY (1948)
 LX6818
 LX6818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6818'STATION AND REFERENCE MARK 2 WERE RECOVERED.  REFERENCE MARK 1
 LX6818'COULD NOT BE FOUND.  IT IS E OF THE STATION.  THERE IS AN
 LX6818'APPARENT DISCREPANCY IN EITHER THE DIRECTION OR DISTANCE TO
 LX6818'REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3701 ***********************************************************************
 LX3701  DESIGNATION -  CROSS
 LX3701  PID         -  LX3701
 LX3701  STATE/COUNTY-  CT/NEW HAVEN
 LX3701  USGS QUAD   -  MILFORD (1984)
 LX3701
 LX3701                         *CURRENT SURVEY CONTROL
 LX3701  ___________________________________________________________________
 LX3701* NAD 83(1996)-  41 12 28.11631(N)    073 01 14.26128(W)     ADJUSTED  
 LX3701* NAVD 88     -                                                        
 LX3701  ___________________________________________________________________
 LX3701  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LX3701  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX3701
 LX3701  HORZ ORDER  -  THIRD
 LX3701
 LX3701.The horizontal coordinates were established by classical geodetic methods
 LX3701.and adjusted by the National Geodetic Survey in August 1998..
 LX3701
 LX3701
 LX3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3701
 LX3701.The geoid height was determined by GEOID03.
 LX3701
 LX3701;                    North         East     Units Scale Factor Converg.
 LX3701;SPC CT       -   194,024.132   282,102.981   MT  0.99999922   -0 10 46.0
 LX3701;SPC CT       -   636,560.84    925,532.86   sFT  0.99999922   -0 10 46.0
 LX3701;SPC NY L     -   116,077.400   382,139.754   MT  1.00001435   +0 38 26.1
 LX3701;SPC NY L     -   380,830.60  1,253,736.84   sFT  1.00001435   +0 38 26.1
 LX3701;UTM  18      - 4,563,715.186   665,948.681   MT  0.99993894   +1 18 15.4
 LX3701
 LX3701                          SUPERSEDED SURVEY CONTROL
 LX3701
 LX3701  NAD 83(1992)-  41 12 28.11518(N)    073 01 14.26092(W) AD(       ) 4
 LX3701  NAD 83(1986)-  41 12 28.11901(N)    073 01 14.26727(W) AD(       ) 4
 LX3701  NAD 27      -  41 12 27.77100(N)    073 01 15.88400(W) AD(       ) 3
 LX3701
 LX3701.Superseded values are not recommended for survey control.
 LX3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3701.See file dsdata.txt to determine how the superseded data were derived.
 LX3701
 LX3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6594963715(NAD 83)
 LX3701
 LX3701  HISTORY     - Date     Condition        Report By
 LX3701  HISTORY     - 1933     MONUMENTED       CGS
 LX3701  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX3701  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3701
 LX3701                          STATION DESCRIPTION
 LX3701
 LX3701'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3701'THE STATION IS LOCATED BETWEEN WELCHS POINT AND POND POINT, ON
 LX3701'THE PROPERTY OF THE NEW YORK PROTESTANT EPISCOPAL CITY MISSION
 LX3701'SOCIETY (SCHERMERHORN HOME).  THE STATION CONSISTS OF THE CENTER
 LX3701'LINE OF CUPOLA ON TOP OF THE MAIN BUILDING.  NO STANDARD STATION
 LX3701'OR REFERENCE MARKS WERE INSTALLED.
 LX3701
 LX3701                          STATION RECOVERY (1957)
 LX3701
 LX3701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3701'STATION RECOVERED AS DESCRIBED.  THE BUILDINGS ARE ABANDONED AND
 LX3701'IN A POOR STATE OF REPAIR.  A SIGN OVER THE ENTRANCE TO THE
 LX3701'GROUNDS STATES THE PROPERTY TO BE ARNOLD COLLEGE.
 LX3701
 LX3701                          STATION RECOVERY (1961)
 LX3701
 LX3701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3701'NOT RECOVERED, ALTHOUGH BUILDING WHICH SUPPORTED THE CUPOLA, WAS
 LX3701'FOUND.  BUILDING IS NOW A CONVALESCENT HOSPITAL, AND NO LONGER
 LX3701'BELONGS TO THE N. Y. PROTESTANT EPISCOPAL CITY MISSION SOCIETY
 LX3701'(SCHERMERHORN HOME).
 LX3701'
 LX3701'CHIEF ON DUTY AT FIRE STATION, CORNER OF MELBA ST. AND PLATT
 LX3701'ST. -- LATTER GOES S TOWARD L. I. SOUND -- SAID ENTIRE TOP FLOOR OF
 LX3701'BUILDING SUPPORTING CROSS WAS REMOVED SEVERAL YEARS AGO.
 LX3701'
 LX3701'HOSPITAL IS ON THE W SIDE OF PLATT ST., AND S OF MELBA ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3915 ***********************************************************************
 LX3915  DESIGNATION -  CROSS
 LX3915  PID         -  LX3915
 LX3915  STATE/COUNTY-  CT/FAIRFIELD
 LX3915  USGS QUAD   -  STAMFORD (1984)
 LX3915
 LX3915                         *CURRENT SURVEY CONTROL
 LX3915  ___________________________________________________________________
 LX3915* NAD 83(1996)-  41 00 59.13242(N)    073 33 48.23890(W)     ADJUSTED  
 LX3915* NAVD 88     -                                                        
 LX3915  ___________________________________________________________________
 LX3915  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LX3915  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX3915
 LX3915  HORZ ORDER  -  THIRD
 LX3915
 LX3915.The horizontal coordinates were established by classical geodetic methods
 LX3915.and adjusted by the National Geodetic Survey in August 1998..
 LX3915
 LX3915
 LX3915.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3915
 LX3915.The geoid height was determined by GEOID03.
 LX3915
 LX3915;                    North         East     Units Scale Factor Converg.
 LX3915;SPC CT       -   173,055.986   236,381.462   MT  1.00002362   -0 32 21.6
 LX3915;SPC CT       -   567,767.85    775,528.18   sFT  1.00002362   -0 32 21.6
 LX3915;SPC NY L     -    94,455.212   336,724.142   MT  0.99999910   +0 17 08.1
 LX3915;SPC NY L     -   309,891.81  1,104,735.79   sFT  0.99999910   +0 17 08.1
 LX3915;UTM  18      - 4,541,574.402   620,792.067   MT  0.99977958   +0 56 34.5
 LX3915
 LX3915                          SUPERSEDED SURVEY CONTROL
 LX3915
 LX3915  NAD 83(1992)-  41 00 59.13155(N)    073 33 48.23869(W) AD(       ) 4
 LX3915  NAD 83(1986)-  41 00 59.13123(N)    073 33 48.23875(W) AD(       ) 4
 LX3915  NAD 27      -  41 00 58.78200(N)    073 33 49.80700(W) AD(       ) 3
 LX3915
 LX3915.Superseded values are not recommended for survey control.
 LX3915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3915.See file dsdata.txt to determine how the superseded data were derived.
 LX3915
 LX3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2079241574(NAD 83)
 LX3915
 LX3915  HISTORY     - Date     Condition        Report By
 LX3915  HISTORY     - 1931     MONUMENTED       CGS
 LX3915  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3915
 LX3915                          STATION DESCRIPTION
 LX3915
 LX3915'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3915'CROSS IS A TALL FLAGPOLE WITH A CROSS ARM ABOUT HALF WAY BETWEEN
 LX3915'THE TOP AND BOTTOM.  IT IS ON THE PROPERTY OF W.H. FARRELL AND
 LX3915'IS A SHORT DISTANCE TO THE EASTWARD OF THE FARRELL RESIDENCE, A
 LX3915'LARGE BRICK AND STUCCO HOUSE WITH A RED SLATE ROOF.  THE PROPERTY
 LX3915'IS JUST OFF SHORE ROAD AND IS ON A PRIVATE DRIVEWAY.
 LX3915
 LX3915                          STATION RECOVERY (1958)
 LX3915
 LX3915'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3915'RECOVERED AS DESCRIBED.  POLE CANTED SLIGHTLY -- NOT TRULY
 LX3915'VERTICAL.  CROSS ARM NOW NEAR TOP OF FLAGPOLE BECAUSE TOPMAST
 LX3915'IS NOT ATTACHED.
 LX3915'
 LX3915'HOWEVER, THE CROSS ARM AND LOWER PORTION OF WHITE POLE IS
 LX3915'A PROMINENT LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0922 ***********************************************************************
 LX0922  DESIGNATION -  CROW
 LX0922  PID         -  LX0922
 LX0922  STATE/COUNTY-  CT/NEW HAVEN
 LX0922  USGS QUAD   -  ANSONIA (1984)
 LX0922
 LX0922                         *CURRENT SURVEY CONTROL
 LX0922  ___________________________________________________________________
 LX0922* NAD 83(1986)-  41 18 01.     (N)    073 03 55.     (W)     SCALED    
 LX0922* NAVD 88     -         4.592  (meters)      15.07   (feet)  POSTED    
 LX0922  ___________________________________________________________________
 LX0922  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX0922  DYNAMIC HT  -           4.590 (meters)      15.06  (feet)  COMP
 LX0922  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LX0922
 LX0922  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0922
 LX0922.The horizontal coordinates were scaled from a topographic map and have
 LX0922.an estimated accuracy of +/- 6 seconds.
 LX0922
 LX0922.The orthometric height was determined by differential leveling
 LX0922.and adjusted by the National Geodetic Survey in 1992..
 LX0922.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0922.rate of 0.0 thru 1.0 mm/km.
 LX0922
 LX0922.The geoid height was determined by GEOID03.
 LX0922
 LX0922.The dynamic height is computed by dividing the NAVD 88
 LX0922.geopotential number by the normal gravity value computed on the
 LX0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0922.degrees latitude (g = 980.6199 gals.).
 LX0922
 LX0922.The modeled gravity was interpolated from observed gravity values.
 LX0922
 LX0922;                    North         East    Units  Estimated Accuracy
 LX0922;SPC CT       -   204,310.      278,400.      MT  (+/- 180 meters Scaled)
 LX0922
 LX0922                          SUPERSEDED SURVEY CONTROL
 LX0922
 LX0922  NGVD 29 (??/??/92)    4.90   (m)           16.1    (f) COMPUTED    2 0
 LX0922
 LX0922.Superseded values are not recommended for survey control.
 LX0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0922.See file dsdata.txt to determine how the superseded data were derived.
 LX0922
 LX0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL619738(NAD 83)
 LX0922_MARKER: DB = BENCH MARK DISK
 LX0922_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0922_SP_SET: CULVERT
 LX0922_STAMPING: CROW 1934
 LX0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0922
 LX0922  HISTORY     - Date     Condition        Report By
 LX0922  HISTORY     - 1934     MONUMENTED       CGS
 LX0922  HISTORY     - 1935     GOOD             NGS
 LX0922  HISTORY     - 1988     GOOD             USPSQD
 LX0922
 LX0922                          STATION DESCRIPTION
 LX0922
 LX0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0922'7.2 MI N FROM DEVON.
 LX0922'7.2 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0922'FROM THE STATION AT DEVON, NEW HAVEN COUNTY, ABOUT 0.1 MILE
 LX0922'NORTH OF SIGNAL N 7.1, AT A 4-FOOT CULVERT, IN THE TOP OF THE
 LX0922'SOUTH END OF THE WEST HEAD WALL, 10 FEET WEST OF THE WEST RAIL,
 LX0922'AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 LX0922'HYDROGRAPHIC-STATION DISK, STAMPED CROW 1934.
 LX0922
 LX0922                          STATION RECOVERY (1988)
 LX0922
 LX0922'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1569 ***********************************************************************
 MZ1569  DESIGNATION -  CROW
 MZ1569  PID         -  MZ1569
 MZ1569  STATE/COUNTY-  CT/TOLLAND
 MZ1569  USGS QUAD   -  MONSON (1979)
 MZ1569
 MZ1569                         *CURRENT SURVEY CONTROL
 MZ1569  ___________________________________________________________________
 MZ1569* NAD 83(1996)-  42 00 20.66884(N)    072 20 33.97556(W)     ADJUSTED  
 MZ1569* NAVD 88     -       314.0    (meters)    1030.     (feet)  VERTCON   
 MZ1569  ___________________________________________________________________
 MZ1569  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 MZ1569  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 MZ1569
 MZ1569  HORZ ORDER  -  FIRST
 MZ1569
 MZ1569.The horizontal coordinates were established by classical geodetic methods
 MZ1569.and adjusted by the National Geodetic Survey in August 1998..
 MZ1569
 MZ1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1569
 MZ1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1569
 MZ1569.The geoid height was determined by GEOID03.
 MZ1569
 MZ1569;                    North         East     Units Scale Factor Converg.
 MZ1569;SPC CT       -   282,690.136   338,537.260   MT  1.00001705   +0 16 12.1
 MZ1569;SPC CT       -   927,459.22  1,110,684.33   sFT  1.00001705   +0 16 12.1
 MZ1569;UTM  18      - 4,653,829.773   720,053.971   MT  1.00019589   +1 46 44.2
 MZ1569
 MZ1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1569!SPC CT       -   0.99995528  x   1.00001705  =   0.99997233
 MZ1569!UTM  18      -   0.99995528  x   1.00019589  =   1.00015116
 MZ1569
 MZ1569|---------------------------------------------------------------------|
 MZ1569| PID    Reference Object                     Distance      Geod. Az  |
 MZ1569|                                                           dddmmss.s |
 MZ1569| DA2474 CROW RM 1                            21.761 METERS 02519     |
 MZ1569| MZ1560 TUPPER                              APPROX. 6.6 KM 0625910.9 |
 MZ1569| DA2475 CROW RM 2                            18.995 METERS 30347     |
 MZ1569|---------------------------------------------------------------------|
 MZ1569
 MZ1569                          SUPERSEDED SURVEY CONTROL
 MZ1569
 MZ1569  NAD 83(1996)-  42 00 20.66880(N)    072 20 33.97555(W) AD(       ) 1
 MZ1569  NAD 83(1992)-  42 00 20.66939(N)    072 20 33.97593(W) AD(       ) 1
 MZ1569  NAD 83(1992)-  42 00 20.66944(N)    072 20 33.97605(W) AD(       ) 1
 MZ1569  NAD 83(1986)-  42 00 20.67078(N)    072 20 33.97578(W) AD(       ) 1
 MZ1569  NAD 27      -  42 00 20.32447(N)    072 20 35.68643(W) AD(       ) 1
 MZ1569  NGVD 29 (07/19/86)  314.2    (m)         1031.     (f) VERT ANG       
 MZ1569
 MZ1569.Superseded values are not recommended for survey control.
 MZ1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1569.See file dsdata.txt to determine how the superseded data were derived.
 MZ1569
 MZ1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2005453830(NAD 83)
 MZ1569_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ1569_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1569_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ1569_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1569+STABILITY: POSITION/ELEVATION WELL
 MZ1569
 MZ1569  HISTORY     - Date     Condition        Report By
 MZ1569  HISTORY     - 1977     MONUMENTED       NGS
 MZ1569  HISTORY     - 1979     GOOD             NGS
 MZ1569  HISTORY     - 20031007 GOOD             INDIV
 MZ1569
 MZ1569                          STATION DESCRIPTION
 MZ1569
 MZ1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (HDM)
 MZ1569'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST-NORTHEAST OF
 MZ1569'SOMMERS, 4 MILES NORTH-NORTHWEST OF STAFFORD SPRINGS, 2-1/2
 MZ1569'MILES NORTH-NORTHEAST OF WEST STAFFORD, 3 MILES NORTHWEST OF
 MZ1569'STAFFORD AND 1-3/4 MILES SOUTH OF THE CONNECTICUT-MASSACHUSETTS
 MZ1569'STATE LINE.  IT IS ON PROPERTY OF THE STATE OF CONNECTICUT,
 MZ1569'PHONE NUMBER 684-3430.
 MZ1569'
 MZ1569'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30
 MZ1569'AND 190 IN WEST STAFFORD, GO EAST ON STATE HIGHWAY 190 FOR 0.1
 MZ1569'MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO IN A NORTHERLY
 MZ1569'DIRECTION ON HAMPDEN ROAD FOR 1.4 MILES TO A CROSS ROAD.
 MZ1569'TURN RIGHT, GO NORTHEAST ON DIAMOND LEDGE ROAD FOR 1.0 MILE
 MZ1569'TO A DRIVEWAY LEFT AND A TRACK ROAD.  TURN LEFT INTO DRIVEWAY
 MZ1569'AND TRACK ROAD, GO NORTH ON THE TRACK ROAD FOR 0.45 MILE TO A
 MZ1569'TRIANGULAR BLAZED TREE ON THE RIGHT.  TURN RIGHT, GO IN AN
 MZ1569'EASTERLY DIRECTION ON A CLEARED WOODS ROAD FOR ABOUT 0.1 MILE
 MZ1569'TO THE TOP OF THE HILL AND THE STATION.
 MZ1569'
 MZ1569'THE STATION MARK, STAMPED---CROW 1977---, A STANDARD DISK
 MZ1569'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 MZ1569'WITH THE GROUND SURFACE.  IT IS 15 FEET EAST OF A TRIANGULAR
 MZ1569'BLAZED TREE.
 MZ1569'
 MZ1569'REFERENCE MARK 1, STAMPED---CROW NO 1 1977---, A STANDARD DISK
 MZ1569'CEMENTED IN A DRILL IN OUTCROPPING BEDROCK THAT PROJECT 18
 MZ1569'INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET NORTHEAST OF
 MZ1569'THE STATION.
 MZ1569'
 MZ1569'REFERENCE MARK 2, STAMPED---CROW NO 2 1977---, A STANDARD DISK
 MZ1569'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 MZ1569'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET NORTHWEST
 MZ1569'OF THE STATION.
 MZ1569'
 MZ1569'THIS STATION WAS VISITED ONLY BY A LIGHTKEEPER.  NO DISTANCES
 MZ1569'OR OBSERVATIONS WERE MADE.  LIGHTS WERE SHOWN ONLY TO STATIONS
 MZ1569'TUPPER 1977 AND STAFFORD 1936.  NO GEOGRAPHIC POSITION WAS
 MZ1569'WORKED.  THE BASE OF THE BILBY STEEL TOWER WAS LEFT STANDING
 MZ1569'AND THE TOP WAS REMOVED AND STORED.
 MZ1569'
 MZ1569'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MZ1569'
 MZ1569'HEIGHT OF LIGHT ABOVE THE MARK WAS 27.0 METERS.
 MZ1569'
 MZ1569'DESCRIBED BY D.J. NOVAK.
 MZ1569
 MZ1569                          STATION RECOVERY (1979)
 MZ1569
 MZ1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 MZ1569'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF
 MZ1569'STAFFORD SPRINGS, 3 MILES NORTHWEST OF STAFFORD, 2.5
 MZ1569'MILES NORTH-NORTHEAST OF WEST STAFFORD, 2 MILES SOUTH
 MZ1569'OF THE CONNECTICUT-MASSACHUSETTS STATE LINE AND IS ON
 MZ1569'STATE PROPERTY.
 MZ1569'
 MZ1569'TO REACH THE STATION FROM THE JUNCTIONS OF STATE
 MZ1569'HIGHWAYS 30 AND 190 IN WEST STAFFORD, GO EAST ON
 MZ1569'HIGHWAY 190 FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN
 MZ1569'LEFT AND GO NORTHERLY ON HAMPDEN ROAD FOR 1.5
 MZ1569'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHEAST
 MZ1569'ON DIAMOND LEDGE ROAD FOR 1.05 MILES TO A DRIVEWAY
 MZ1569'LEFT.  TURN LEFT FOR ABOUT 100 FEET THEN BEAR LEFT ON
 MZ1569'A TRACK ROAD NORTHERLY FOR 0.5 MILE TO A TRIANGULAR
 MZ1569'BLAZED TREE AND WOODS ROAD RIGHT.  TURN RIGHT ON THE
 MZ1569'WOODS ROAD AND GO UPHILL EASTERLY TO THE TOP OF THE
 MZ1569'HILL AND THE STATION AS DESCRIBED.
 MZ1569'
 MZ1569'THE STATION IS A STANDARD NGS DISK
 MZ1569'STAMPED---CROW 1977---,
 MZ1569'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, 1.6 METERS
 MZ1569'LARGEST DIMENSION, FLUSH WITH GROUND.
 MZ1569'IT IS LOCATED
 MZ1569'26.8 FEET NORTHWEST FROM A 9-INCH OAK TREE,
 MZ1569'23.0 FEET NORTH-NORTHEAST FROM A 16-INCH OAK TREE WITH A
 MZ1569'TRIANGLE BLAZE AND
 MZ1569'20.0 FEET EAST-SOUTHEAST FROM A 14-INCH OAK TREE.
 MZ1569'
 MZ1569'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 MZ1569'STAMPED---CROW 1977---,
 MZ1569'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, 2.1 METERS
 MZ1569'LARGEST DIMENSION, PROJECTING 1.5 ON THE SOUTH SIDE.
 MZ1569'IT IS LOCATED
 MZ1569'6.6 FEET WEST-NORTHWEST FROM A 6-INCH OAK TREE,
 MZ1569'37.0 FEET SOUTHEAST FROM THE CENTER OF THE WOODS ROAD AND
 MZ1569'26.8 FEET NORTH-NORTHEAST FROM A 12-INCH OAK TREE.
 MZ1569'MARK IS BELOW STATION 1.5 METERS.
 MZ1569'
 MZ1569'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 MZ1569'STAMPED---CROW 1977---,
 MZ1569'CEMENTED IN A DRILL HOLE IN A BOULDER, 1.2 METERS LARGEST
 MZ1569'DIMENSION, PROJECTING 1.0 METERS.
 MZ1569'IT IS LOCATED
 MZ1569'1.6 FEET SOUTHEAST FROM A METAL WITNESS POST,
 MZ1569'6.4 FEET SOUTH-SOUTHEAST FROM A 12-INCH OAK TREE AND
 MZ1569'16.8 FEET NORTHEAST FROM A 12-INCH OAK TREE.
 MZ1569'MARK IS BELOW STATION 2.0 METERS.
 MZ1569'
 MZ1569'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF
 MZ1569'A LARGE TREE ON LINE.
 MZ1569'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27.0 METERS.
 MZ1569'
 MZ1569'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 MZ1569'
 MZ1569'DESCRIBED BY L. D. ACRES, CHECKED BY F. L. BUCK.
 MZ1569
 MZ1569                          STATION RECOVERY (2003)
 MZ1569
 MZ1569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 MZ1569'2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6778 ***********************************************************************
 LX6778  DESIGNATION -  CROW POINT
 LX6778  PID         -  LX6778
 LX6778  STATE/COUNTY-  CT/HARTFORD
 LX6778  USGS QUAD   -  GLASTONBURY (1992)
 LX6778
 LX6778                         *CURRENT SURVEY CONTROL
 LX6778  ___________________________________________________________________
 LX6778* NAD 83(1996)-  41 42 14.99133(N)    072 37 09.10376(W)     ADJUSTED  
 LX6778* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6778  ___________________________________________________________________
 LX6778  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX6778  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX6778
 LX6778  HORZ ORDER  -  THIRD
 LX6778
 LX6778.The horizontal coordinates were established by classical geodetic methods
 LX6778.and adjusted by the National Geodetic Survey in August 1998..
 LX6778
 LX6778.The orthometric height was scaled from a topographic map.
 LX6778
 LX6778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6778
 LX6778.The geoid height was determined by GEOID03.
 LX6778
 LX6778;                    North         East     Units Scale Factor Converg.
 LX6778;SPC CT       -   249,122.573   315,687.774   MT  0.99998756   +0 05 12.2
 LX6778;SPC CT       -   817,329.64  1,035,718.97   sFT  0.99998756   +0 05 12.2
 LX6778;UTM  18      - 4,619,669.656   698,089.838   MT  1.00008290   +1 35 03.9
 LX6778
 LX6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6778!SPC CT       -   1.00000419  x   0.99998756  =   0.99999175
 LX6778!UTM  18      -   1.00000419  x   1.00008290  =   1.00008709
 LX6778
 LX6778:                Primary Azimuth Mark                     Grid Az
 LX6778:SPC CT       -  GLASTONBURY FIRST CONG CH                059 58 34.5
 LX6778:UTM  18      -  GLASTONBURY FIRST CONG CH                058 28 42.8
 LX6778
 LX6778|---------------------------------------------------------------------|
 LX6778| PID    Reference Object                     Distance      Geod. Az  |
 LX6778|                                                           dddmmss.s |
 LX6778| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 1.0 KM 0600346.7 |
 LX6778| CZ7258 CROW POINT RM 1                      12.720 METERS 06122     |
 LX6778| CZ7259 CROW POINT RM 2                      13.740 METERS 15326     |
 LX6778|---------------------------------------------------------------------|
 LX6778
 LX6778                          SUPERSEDED SURVEY CONTROL
 LX6778
 LX6778  NAD 83(1996)-  41 42 14.99076(N)    072 37 09.10385(W) AD(       ) 3
 LX6778  NAD 83(1992)-  41 42 14.99088(N)    072 37 09.10384(W) AD(       ) 3
 LX6778  NAD 83(1992)-  41 42 14.99246(N)    072 37 09.10551(W) AD(       ) 3
 LX6778  NAD 83(1986)-  41 42 14.99268(N)    072 37 09.10546(W) AD(       ) 3
 LX6778  NAD 27      -  41 42 14.62949(N)    072 37 10.78055(W) AD(       ) 3
 LX6778
 LX6778.Superseded values are not recommended for survey control.
 LX6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6778.See file dsdata.txt to determine how the superseded data were derived.
 LX6778
 LX6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9809019670(NAD 83)
 LX6778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6778+STABILITY: SURFACE MOTION
 LX6778
 LX6778  HISTORY     - Date     Condition        Report By
 LX6778  HISTORY     - 1935     MONUMENTED       CGS
 LX6778  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6778
 LX6778                          STATION DESCRIPTION
 LX6778
 LX6778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6778'THE STATION IS REACHED FROM THE FIRST CONGREGATIONAL CHURCH IN
 LX6778'WETHERSFIELD.  GO EASTERLY 0.15 MILE, BEAR LEFT AND GO 0.25 MILE,
 LX6778'BEAR RIGHT AND GO 0.4 MILE, TURN LEFT AND GO 0.9 MILE, BEAR LEFT
 LX6778'AND GO 0.2 MILE, BEAR RIGHT AND GO 0.15 MILE, BEAR LEFT AND GO
 LX6778'0.45 MILE, TURN RIGHT AND GO 0.2 MILE TO THE HIGH LAND NEAR THE
 LX6778'RIVER ON CROW POINT.  THE STATION IS ON THE MEADOW PROPERTY OF
 LX6778'E.A. ISAACSON OF WETHERSFIELD.  THE STATION IS MARKED BY A
 LX6778'STANDARD DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE
 LX6778'POST FLUSH WITH THE SURFACE ON THE HIGHEST GROUND NEAR THE
 LX6778'RIVER BANK.  THE SUB-SURFACE MARK IS A STANDARD DISK SET
 LX6778'IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE
 LX6778'MARK.  CROW POINT IS ACROSS THE RIVER FROM THE GLASTONBURY
 LX6778'FIRST CONGREGATIONAL CHURCH.
 LX6778'
 LX6778'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6778'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6778'
 LX6778'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 LX6778'8- BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND N 85 DEG
 LX6778'E OF THE STATION.
 LX6778'
 LX6778'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN AN 8- BY 8- BY
 LX6778'30-INCH CONCRETE POST FLUSH WITH THE GROUND S 10 DEG E OF THE
 LX6778'STATION.
 LX6778'
 LX6778'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6778
 LX6778                          STATION RECOVERY (1948)
 LX6778
 LX6778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6778'THIS STATION PROBABLY REMAINS AS DESCRIBED, BUT THE BANKS OF THE
 LX6778'RIVER AT THIS POINT ARE AWASH SEVERAL TIMES A YEAR.  THEREFORE,
 LX6778'THE STATION AND REFERENCE MARKS ARE PROBABLY UNDERGROUND SEVERAL
 LX6778'INCHES.  WITH THE DESCRIPTION FURNISHED, IT WOULD REQUIRE AN
 LX6778'EXTENSIVE AMOUNT OF DIGGING TO FIND THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5099 ***********************************************************************
 LX5099  DESIGNATION -  CRYSTAL
 LX5099  PID         -  LX5099
 LX5099  STATE/COUNTY-  CT/NEW LONDON
 LX5099  USGS QUAD   -  UNCASVILLE (1984)
 LX5099
 LX5099                         *CURRENT SURVEY CONTROL
 LX5099  ___________________________________________________________________
 LX5099* NAD 83(1996)-  41 23 18.16909(N)    072 05 12.43444(W)     ADJUSTED  
 LX5099* NAVD 88     -        22.     (meters)      72.     (feet)  VERTCON   
 LX5099  ___________________________________________________________________
 LX5099  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX5099  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5099
 LX5099  HORZ ORDER  -  THIRD
 LX5099
 LX5099.The horizontal coordinates were established by classical geodetic methods
 LX5099.and adjusted by the National Geodetic Survey in August 1998..
 LX5099
 LX5099.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5099
 LX5099.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5099
 LX5099.The geoid height was determined by GEOID03.
 LX5099
 LX5099;                    North         East     Units Scale Factor Converg.
 LX5099;SPC CT       -   214,255.364   360,270.001   MT  0.99998634   +0 26 23.1
 LX5099;SPC CT       -   702,936.14  1,181,985.83   sFT  0.99998634   +0 26 23.1
 LX5099;UTM  18      - 4,585,968.413   743,575.214   MT  1.00033020   +1 55 37.4
 LX5099
 LX5099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5099!SPC CT       -   1.00000138  x   0.99998634  =   0.99998772
 LX5099!UTM  18      -   1.00000138  x   1.00033020  =   1.00033158
 LX5099
 LX5099:                Primary Azimuth Mark                     Grid Az
 LX5099:SPC CT       -  SUBMARINE BASE HOUSE VENT                010 11 32.0
 LX5099:UTM  18      -  SUBMARINE BASE HOUSE VENT                008 42 17.7
 LX5099
 LX5099|---------------------------------------------------------------------|
 LX5099| PID    Reference Object                     Distance      Geod. Az  |
 LX5099|                                                           dddmmss.s |
 LX5099| LX5100 SUBMARINE BASE HOUSE VENT           425.271 METERS 0103755.1 |
 LX5099| LX5115 MORRAS BARN GABLE                   APPROX. 1.2 KM 0541517.0 |
 LX5099| CZ7261 CRYSTAL RM 2                          6.850 METERS 11809     |
 LX5099| LX5101 SPICERS HOUSE                       APPROX. 0.5 KM 1432437.0 |
 LX5099| LX5237 COAST GUARD ACADEMY STACK           APPROX. 2.1 KM 2073420.0 |
 LX5099| LX5246 COAST GUARD ACADEMY FLAGPOLE        APPROX. 2.2 KM 2141318.2 |
 LX5099| LX5070 CONNECTICUT COLLEGE FLAGPOLE        APPROX. 1.8 KM 2354131.4 |
 LX5099| LX5078 HARRISON FLAGPOLE                   APPROX. 1.0 KM 2542630.9 |
 LX5099| LX5076 HARRISON ELEVATED TANK              APPROX. 1.0 KM 2595918.8 |
 LX5099| LX5073 TYDOL TANK                          APPROX. 1.9 KM 3233836.3 |
 LX5099| LX5080 SCOTCH CAP LIGHT 1                  APPROX. 1.6 KM 3261109.3 |
 LX5099| LX5090 SUBMARINE BASE TOWER                APPROX. 0.9 KM 3295021.3 |
 LX5099| CZ7260 CRYSTAL RM 1                          8.950 METERS 34335     |
 LX5099|---------------------------------------------------------------------|
 LX5099
 LX5099                          SUPERSEDED SURVEY CONTROL
 LX5099
 LX5099  NAD 83(1992)-  41 23 18.16801(N)    072 05 12.43365(W) AD(       ) 3
 LX5099  NAD 83(1986)-  41 23 18.16883(N)    072 05 12.43774(W) AD(       ) 3
 LX5099  NAD 27      -  41 23 17.82600(N)    072 05 14.16700(W) AD(       ) 3
 LX5099  NGVD 29 (07/19/86)   22.     (m)           72.     (f) VERT ANG       
 LX5099
 LX5099.Superseded values are not recommended for survey control.
 LX5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5099.See file dsdata.txt to determine how the superseded data were derived.
 LX5099
 LX5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4357585968(NAD 83)
 LX5099_MARKER: DS = TRIANGULATION STATION DISK
 LX5099_SETTING: 66 = SET IN ROCK OUTCROP
 LX5099_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5099+STABILITY: POSITION/ELEVATION WELL
 LX5099
 LX5099  HISTORY     - Date     Condition        Report By
 LX5099  HISTORY     - 1934     MONUMENTED       CGS
 LX5099  HISTORY     - 1960     GOOD             CGS
 LX5099  HISTORY     - 1971     GOOD             CTDT
 LX5099  HISTORY     - 1981     GOOD             USAF
 LX5099  HISTORY     - 1984     GOOD             USPSQD
 LX5099  HISTORY     - 1989     GOOD             USPSQD
 LX5099
 LX5099                          STATION DESCRIPTION
 LX5099
 LX5099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5099'THE STATION IS LOCATED ON A LARGE HIGH BLUFF ON THE E SIDE OF THE
 LX5099'THAMES RIVER AND ABOUT 1/4 MILES S OF THE U.S. SUBMARINE BASE.  IT
 LX5099'IS BETWEEN THE HIGHWAY AND THE RIVER AND W OF CRYSTAL LAKE.  THE
 LX5099'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN THE
 LX5099'HIGHEST PART OF THE ROCK BLUFF.  STATION IS REACHED FROM U.S.
 LX5099'HIGHWAY NO.1 AND STATE HIGHWAY NO. 12, GO N ON STATE HIGHWAY
 LX5099'NO.12 1.9 MILES.  STATION IS 30 METERS W OF ROAD UP A STEEP
 LX5099'BLUFF.
 LX5099'
 LX5099'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN LEDGE
 LX5099'NW AND SE OF STATION RESPECTIVELY.
 LX5099'
 LX5099'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5099
 LX5099                          STATION RECOVERY (1960)
 LX5099
 LX5099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5099'STATION AND RMS RECOVERED IN GOOD CONDITION.
 LX5099'
 LX5099'THE STATION IS NOW WITHIN THE SUBMARINE BASE, ON THE LARGE
 LX5099'STEEP ROCK HILL IMMEDIATELY NW OF THE SOUTH GATE.  A LARGE
 LX5099'2 PIECE FLAGPOLE HAS BEEN BUILT ON A CIRCULAR CONCRETE BASE ON
 LX5099'TOP OF THE HILL, QUITE CLOSE TO THE MARKS.  THE ABOVE
 LX5099'DISTANCES WILL HELP RECOVER THE STATION.
 LX5099
 LX5099                          STATION RECOVERY (1971)
 LX5099
 LX5099'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5099'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LX5099'STATION IS ABOUT 150 FEET NORTHWEST OF THE MAIN ENTRANCE TO THE
 LX5099'SUBMARINE BASE AT THE INTERSECTION OF CRYSTAL LAKE ROAD AND
 LX5099'MILITARY HIGHWAY.
 LX5099
 LX5099                          STATION RECOVERY (1981)
 LX5099
 LX5099'RECOVERY NOTE BY US AIR FORCE 1981 (DGM)
 LX5099'CRYSTAL 1934 RECOVERED GOOD.
 LX5099'
 LX5099'RM 1 REFERENCE MARKS ALSO RECOVERED IN GOOD CONDITION.
 LX5099'
 LX5099'RM 2 DESCRIPTION ADEQUATE.
 LX5099'
 LX5099'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 2 MILES NORTH OF
 LX5099'GROTON.
 LX5099
 LX5099                          STATION RECOVERY (1984)
 LX5099
 LX5099'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5099'CRYSTAL 1934 RECOVERED GOOD.
 LX5099'
 LX5099'CRYSTAL RM 1 1934 RECOVERED GOOD.
 LX5099'
 LX5099'CRYSTAL RM 2 1934 RECOVERED GOOD.
 LX5099'
 LX5099'RECOVERED AS DESCRIBED WITH A. MARLAND SHOEMAKERS ARRANGEMENT
 LX5099'AND TRANSPORTATION INTO THE SUBMARINE BASE.
 LX5099'
 LX5099'(A. MARLAND SHOEMAKER, 620 NOANK RD. MYSTIC, CONN. 06355).
 LX5099
 LX5099                          STATION RECOVERY (1989)
 LX5099
 LX5099'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5908 ***********************************************************************
 LX5908  DESIGNATION -  CRYSTAL BEACH CAMP CHIMNEY
 LX5908  PID         -  LX5908
 LX5908  STATE/COUNTY-  CT/MIDDLESEX
 LX5908  USGS QUAD   -  ESSEX (1977)
 LX5908
 LX5908                         *CURRENT SURVEY CONTROL
 LX5908  ___________________________________________________________________
 LX5908* NAD 83(1996)-  41 16 40.81245(N)    072 24 30.48023(W)     ADJUSTED  
 LX5908* NAVD 88     -                                                        
 LX5908  ___________________________________________________________________
 LX5908  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX5908  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5908
 LX5908  HORZ ORDER  -  THIRD
 LX5908
 LX5908.The horizontal coordinates were established by classical geodetic methods
 LX5908.and adjusted by the National Geodetic Survey in August 1998..
 LX5908
 LX5908
 LX5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5908
 LX5908.The geoid height was determined by GEOID03.
 LX5908
 LX5908;                    North         East     Units Scale Factor Converg.
 LX5908;SPC CT       -   201,840.683   333,414.225   MT  0.99999304   +0 13 35.2
 LX5908;SPC CT       -   662,205.64  1,093,876.50   sFT  0.99999304   +0 13 35.2
 LX5908;SPC NY L     -   124,625.242   433,335.435   MT  1.00002274   +1 02 27.6
 LX5908;SPC NY L     -   408,874.65  1,421,701.34   sFT  1.00002274   +1 02 27.6
 LX5908;UTM  18      - 4,572,858.230   717,043.296   MT  1.00017979   +1 42 37.2
 LX5908
 LX5908                          SUPERSEDED SURVEY CONTROL
 LX5908
 LX5908  NAD 83(1992)-  41 16 40.81152(N)    072 24 30.47992(W) AD(       ) 4
 LX5908  NAD 83(1986)-  41 16 40.81350(N)    072 24 30.48347(W) AD(       ) 4
 LX5908  NAD 27      -  41 16 40.46000(N)    072 24 32.18000(W) AD(       ) 3
 LX5908
 LX5908.Superseded values are not recommended for survey control.
 LX5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5908.See file dsdata.txt to determine how the superseded data were derived.
 LX5908
 LX5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1704372858(NAD 83)
 LX5908
 LX5908  HISTORY     - Date     Condition        Report By
 LX5908  HISTORY     - 1934     MONUMENTED       CGS
 LX5908  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5908  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX5908
 LX5908                          STATION DESCRIPTION
 LX5908
 LX5908'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5908'CRYSTAL BEACH CAMP IS ON THE WATERFRONT NEAR THE EASTERLY END
 LX5908'OF CHALKER BEACH.  THE MAIN HOUSE IS REMARKABLE FOR ITS VERY
 LX5908'BROAD GABLES FACING N AND S.  A TWO-STORY WING EXTENDS NORTHERLY
 LX5908'FROM THE MIDDLE OF THE N END.  THERE IS A RAILED BALCONY ON THE
 LX5908'ROOF OF THE FIRST FLOOR PORCH AND A SMALLER RAILED BALCONY NEAR
 LX5908'THE APEX OF THE GABLE.  THE ENTIRE STRUCTURE IS COVERED WITH
 LX5908'DARK COLORED SHINGLES.
 LX5908'
 LX5908'THERE IS A SINGLE, LARGE, COBBLESTONE CHIMNEY ON THE N END
 LX5908'OF THE RIDGE POLE OF THE MAIN HOUSE.
 LX5908'
 LX5908'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5908
 LX5908                          STATION RECOVERY (1960)
 LX5908
 LX5908'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5908'STATION COULD NOT BE FOUND.  ENTIRE AREA IS NOW COVERED WITH
 LX5908'SMALL SUMMER HOMES.
 LX5908
 LX5908                          STATION RECOVERY (1997)
 LX5908
 LX5908'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW5529 ***********************************************************************
 LW5529  DESIGNATION -  CT 001
 LW5529  PID         -  LW5529
 LW5529  STATE/COUNTY-  CT/NEW LONDON
 LW5529  USGS QUAD   -  VOLUNTOWN (1975)
 LW5529
 LW5529                         *CURRENT SURVEY CONTROL
 LW5529  ___________________________________________________________________
 LW5529* NAD 83(1996)-  41 34 18.91329(N)    071 47 25.39510(W)     ADJUSTED  
 LW5529* NAVD 88     -        91.18   (+/-2cm)     299.1    (feet)  VERTCON   
 LW5529  ___________________________________________________________________
 LW5529  X           -   1,493,324.908 (meters)                     COMP
 LW5529  Y           -  -4,539,406.640 (meters)                     COMP
 LW5529  Z           -   4,210,191.848 (meters)                     COMP
 LW5529  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LW5529  ELLIP HEIGHT-          60.91  (meters)          (06/13/02) GPS OBS
 LW5529  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW5529
 LW5529  HORZ ORDER  -  THIRD
 LW5529  VERT ORDER  -  THIRD ? (See Below)
 LW5529  ELLP ORDER  -  FOURTH    CLASS II
 LW5529
 LW5529.The horizontal coordinates were established by GPS observations
 LW5529.and adjusted by the National Geodetic Survey in August 1998..
 LW5529
 LW5529.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5529.The vertical order pertains to the NGVD 29 superseded value.
 LW5529
 LW5529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LW5529
 LW5529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5529
 LW5529.The ellipsoidal height was determined by GPS observations
 LW5529.and is referenced to NAD 83.
 LW5529
 LW5529.The geoid height was determined by GEOID03.
 LW5529
 LW5529;                    North         East     Units Scale Factor Converg.
 LW5529;SPC CT       -   234,871.108   384,832.888   MT  0.99998336   +0 38 10.6
 LW5529;SPC CT       -   770,572.96  1,262,572.57   sFT  0.99998336   +0 38 10.6
 LW5529;SPC RI       -    54,302.982    75,780.737   MT  1.00000097   -0 11 33.7
 LW5529;SPC RI       -   178,159.03    248,623.97   sFT  1.00000097   -0 11 33.7
 LW5529;UTM  19      - 4,606,009.540   267,353.234   MT  1.00026611   -1 51 08.7
 LW5529
 LW5529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5529!SPC CT       -   0.99999045  x   0.99998336  =   0.99997381
 LW5529!SPC RI       -   0.99999045  x   1.00000097  =   0.99999142
 LW5529!UTM  19      -   0.99999045  x   1.00026611  =   1.00025655
 LW5529
 LW5529                          SUPERSEDED SURVEY CONTROL
 LW5529
 LW5529  ELLIP H (08/17/98)   60.93   (m)                       GP(       ) 4 1
 LW5529  NAD 83(1992)-  41 34 18.91209(N)    071 47 25.39428(W) AD(       ) 3
 LW5529  ELLIP H (01/17/96)   60.88   (m)                       GP(       ) 4 2
 LW5529  NAD 83(1986)-  41 34 18.91170(N)    071 47 25.39464(W) AD(       ) 3
 LW5529  NGVD 29 (07/30/91)   91.44   (m)          300.0    (f) LEVELING    3  
 LW5529
 LW5529.Superseded values are not recommended for survey control.
 LW5529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5529.See file dsdata.txt to determine how the superseded data were derived.
 LW5529
 LW5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6735306010(NAD 83)
 LW5529_MARKER: DD = SURVEY DISK
 LW5529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5529_SP_SET: CONCRETE POST
 LW5529_STAMPING: CT 001 1989
 LW5529_MARK LOGO: RIGS  
 LW5529_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW5529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5529+STABILITY: SURFACE MOTION
 LW5529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW5529+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 LW5529
 LW5529  HISTORY     - Date     Condition        Report By
 LW5529  HISTORY     - 1989     MONUMENTED       RIGS
 LW5529  HISTORY     - 20020710 GOOD             USPS
 LW5529  HISTORY     - 20031230 GOOD             INDIV
 LW5529
 LW5529                          STATION DESCRIPTION
 LW5529
 LW5529'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1989
 LW5529'THE STATION LOCATED ABOUT 8.96 KM (5.55 MI) WEST OF MILLVILLE CENTER.
 LW5529'OWNERSHIP--STATE OF CONNECTICUT RIGHT OF WAY.
 LW5529'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 3 AND 165, GO 11.54
 LW5529'KM (7.15 MI) WEST ON HIGHWAY 165 TO THE RHODE ISLAND/CONNECTICUT STATE
 LW5529'LINE AND THE STATION ON THE LEFT.
 LW5529'THE STATION IS A STANDARD RIGS DISK SET INTO THE TOP OF A ROUND
 LW5529'CONCRETE MONUMENT 30 CM IN DIAMETER AND 5 CM BELOW THE LEVEL OF THE
 LW5529'GROUND.  IT IS 28.5 M (93.5 FT) WEST FROM THE SOUTHWEST CORNER OF THE
 LW5529'BRIDGE OVER BEACH POND, 8.68 M (28.5 FT) SOUTH FROM THE CENTERLINE OF
 LW5529'HIGHWAY 165, 5.0 M (16.4 FT) NORTHWEST FROM A DRILL HOLE IN A 1.5 M
 LW5529'(4.9 FT) BY 1.0 M (3.3 FT) ROCK NEAR THE WATERS EDGE, 2.08 M (6.8 FT)
 LW5529'EAST FROM A FIBERGLASS WITNESS POST, AND 5 CM BELOW THE LEVEL OF THE
 LW5529'HIGHWAY.
 LW5529
 LW5529                          STATION RECOVERY (2002)
 LW5529
 LW5529'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW5529'RECOVERED IN GOOD CONDITION.
 LW5529
 LW5529                          STATION RECOVERY (2003)
 LW5529
 LW5529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW5529'2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3770 ***********************************************************************
 LX3770  DESIGNATION -  CUMPO 2
 LX3770  PID         -  LX3770
 LX3770  STATE/COUNTY-  CT/FAIRFIELD
 LX3770  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3770
 LX3770                         *CURRENT SURVEY CONTROL
 LX3770  ___________________________________________________________________
 LX3770* NAD 83(1996)-  41 06 49.16305(N)    073 20 56.62938(W)     ADJUSTED  
 LX3770* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 LX3770  ___________________________________________________________________
 LX3770  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 LX3770  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3770
 LX3770  HORZ ORDER  -  SECOND
 LX3770
 LX3770.The horizontal coordinates were established by classical geodetic methods
 LX3770.and adjusted by the National Geodetic Survey in August 1998..
 LX3770
 LX3770.The orthometric height was scaled from a topographic map.
 LX3770
 LX3770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3770
 LX3770.The geoid height was determined by GEOID03.
 LX3770
 LX3770;                    North         East     Units Scale Factor Converg.
 LX3770;SPC CT       -   183,706.530   254,484.861   MT  1.00000984   -0 23 50.0
 LX3770;SPC CT       -   602,710.51    834,922.41   sFT  1.00000984   -0 23 50.0
 LX3770;UTM  18      - 4,552,687.441   638,610.119   MT  0.99983646   +1 05 08.7
 LX3770
 LX3770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3770!SPC CT       -   0.99999990  x   1.00000984  =   1.00000974
 LX3770!UTM  18      -   0.99999990  x   0.99983646  =   0.99983636
 LX3770
 LX3770                          SUPERSEDED SURVEY CONTROL
 LX3770
 LX3770  NAD 83(1992)-  41 06 49.16257(N)    073 20 56.62808(W) AD(       ) 2
 LX3770  NAD 83(1986)-  41 06 49.16432(N)    073 20 56.63184(W) AD(       ) 2
 LX3770  NAD 27      -  41 06 48.82100(N)    073 20 58.20500(W) AD(       ) 2
 LX3770
 LX3770.Superseded values are not recommended for survey control.
 LX3770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3770.See file dsdata.txt to determine how the superseded data were derived.
 LX3770
 LX3770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3861052687(NAD 83)
 LX3770
 LX3770  HISTORY     - Date     Condition        Report By
 LX3770  HISTORY     - 1882     MONUMENTED       CGS
 LX3770  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX3770  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3770  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3770
 LX3770                          STATION DESCRIPTION
 LX3770
 LX3770'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (GB)
 LX3770'ON LAND UNDER CHARGE OF MRS. FRANCIS SHERWOOD, WIDOW.  THE
 LX3770'STATION IS A LITTLE ON THE EASTERN SLOPE, BEING SO PLACED FOR THE
 LX3770'PURPOSE OF SEEING STATION BALD HILL CLEAR OF A BARN IN THE NEXT
 LX3770'FIELD, OWNED BY A MR. BURNHAM, WHOSE BUILDINGS PARTLY OBSTRUCT
 LX3770'THE VIEW TO NORTHWESTWARD AND WESTWARD.  STATION IS NOT FAR,
 LX3770'PROBABLY, FROM THE OLD STATION, WHICH WAS NOT RECOVERED.  THE
 LX3770'FIELD IN WHICH THE STATION IS LOCATED IS BOUNDED BY STONE WALLS
 LX3770'EXCEPT ON ITS NORTHERN SIDE, THE LOWER PART OF WHICH IS FENCED
 LX3770'WITH BOARDS.  FROM THE STATION TO E WALL IS 210-1/2 FEET.  S WALL,
 LX3770'234-1/2 FEET.  W WALL, 192-1/2 FEET.  AND N WALL, 125-1/2
 LX3770'FEET.  STATION WAS MARKED UNDERGROUND BY A GRANITE BLOCK
 LX3770'BURIED WITH UPPER SURFACE 2 FEET, 1 INCH BELOW SURFACE.  THE
 LX3770'BLOCK IS 9 BY 9 INCHES ON TOP AND 6 INCHES DEEP.  UPPER
 LX3770'SURFACE ONLY IS DRESSED.  IT IS CROSSED BY 2 INTERSECTING
 LX3770'CHANNELS, WHICH ARE DEEPENED AT THEIR INTERSECTION, MARKING
 LX3770'THE STATION.  FOUR BOTTLES WERE BURIED 18 INCHES DEEP, N, E, S,
 LX3770'AND W (BY COMPASS) FROM THE STATION.  THEIR MOUTHS ARE EACH 6
 LX3770'FEET FROM THE STATION, AND LINES CONNECTING OPPOSITE
 LX3770'BOTTLES INTERSECT AT THE STATION.  THE N AND S BOTTLES ARE OF
 LX3770'GLAZED EARTHENWARE AND ARE ABOUT 7 INCHES LONG.  E AND W
 LX3770'BOTTLES ARE GLASS BEER BOTTLES, 9 INCHES LONG, AND HAVE BLOWN IN
 LX3770'THE GLASS THE LEGEND--THIS BOTTLE NOT TO BE SOLD.  THESE
 LX3770'2 HAVE PATENT STOPPERS.  ABOVE THE GRANITE CENTER MARK WAS SET A
 LX3770'4- BY 4-INCH SPRUCE SCANTLING WITH BOTTOM RESTING ON STONE,
 LX3770'AND TOP 1 INCH ABOVE SURFACE.  COPPER TACK IN CENTER MARKS
 LX3770'STATION.  FOUR STAKES OF 3-BY 4-INCH SAWED SPRUCE WERE DRIVEN
 LX3770'IN THE GROUND, NE, SE, SW AND NW (BY COMPASS) FROM THE
 LX3770'STATION.  COPPER TACKS IN THE TOPS OF THESE POSTS ARE EACH 6 FEET
 LX3770'FROM THE STATION, AND DIAGONAL LINES CONNECTING THEM INTERSECT AT
 LX3770'THE STATION.  A CROSS ABOUT 2 INCHES IN LENGTH WAS DRILLED IN
 LX3770'A ROCK ABOUT EVEN WITH THE SURFACE.  THE ROCK IS 1 FOOT IN
 LX3770'DIAMETER AND SEEMS TO FORM PART OF THE COPING OF AN OLD WELL
 LX3770'WHICH IS AT THE SURFACE OF THE GROUND AND IS COVERED WITH
 LX3770'SLABS OF STONE.  THE STONE ON WHICH THE CROSS IS CUT IS
 LX3770'SEPARATED BY A FEW INCHES FROM THE COPING PROPER.  THE
 LX3770'CENTER OF THE CROSS IS 60.42 FEET (SURFACE MEASURE) FROM
 LX3770'STATION, AND SEXTANT ANGLE AT CROSS BETWEEN BEACON ON W
 LX3770'SIDE OF NORWALK RIVER AND STATION IS 106 DEG 54 MIN.
 LX3770'THIS CROSS IS 37 PACES FROM THE NORTHERN WALL AND 53 PACES FROM
 LX3770'THE WESTERN WALL OF FIELD.  ANOTHER CROSS 2 INCHES IN
 LX3770'LENGTH WITH HOLE AT CENTER, WAS DRILLED IN THE VERTICAL FACE
 LX3770'OF A LARGE ROCK ABOUT 3 FEET HIGH AND SEMI-CIRCULAR IN FORM,
 LX3770'WHICH STANDS IN THE SOUTHERN STONE WALL OF THE FIELD.  THIS ROCK
 LX3770'IS LIGHT-COLORED AND SHOWS CONSPICUOUSLY FROM THE STATION.  IT
 LX3770'IS 50 PACES FROM THE SE CORNER OF THE LOT.  CROSS IS ABOUT
 LX3770'19 INCHES ABOVE GROUND.  FROM STATION TO CROSS IS 232.8 FEET
 LX3770'(SURFACE MEASURE).  ANGLE AT CROSS BETWEEN STATION AND
 LX3770'NORWALK BEACON (WHICH SHOWS OVER THE RIGHT HAND END OF
 LX3770'SPRITE ISLAND) IS 119 DEG 40 MIN.
 LX3770
 LX3770                          STATION RECOVERY (1934)
 LX3770
 LX3770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3770'RECOVERED UNDERGROUND MARK IN GOOD CONDITION BY DIGGING AT
 LX3770'POINT DETERMINED FROM COMPO HILL 1932.  THE STATION COULD NOT
 LX3770'BE RECOVERED FROM MEASUREMENTS TO WALLS MENTIONED IN THE
 LX3770'DESCRIPTION.  THE E WALL IS NOT BEING MAINTAINED AND THE
 LX3770'MEASUREMENT DOES NOT CHECK BY 18 FEET.  THE S WALL IS NOW
 LX3770'SURMOUNTED BY A WOVEN IRON FENCE, AND IS ALMOST 10 FEET CLOSER
 LX3770'TO THE STATION.  THE N WALL IS NO LONGER IN EXISTENCE.  THE W
 LX3770'WALL IS THE ONLY ONE TO WHICH THE DISTANCE CHECKS.  THE STONE
 LX3770'REFERENCE COULD NOT BE FOUND, NEITHER COULD THE WELL COPING.
 LX3770'
 LX3770'NO ATTEMPT WAS MADE TO RECOVER THE BOTTLES, AS THE
 LX3770'SUB-SURFACE MARK WAS APPARENTLY UNDISTURBED.
 LX3770'
 LX3770'A NEW SURFACE MARK WAS PUT IN.  A TRUNCATED CONCRETE PYRAMID
 LX3770'ABOUT 10 INCHES ACROSS THE TOP WITH TOP WELL ROUNDED OFF, WAS
 LX3770'PLACED OVER THE SUB-SURFACE MARK.  IT PROJECTS ABOUT 6 INCHES
 LX3770'ABOVE THE GROUND.  A STANDARD DISK INSCRIBED CUMPO II - 1882
 LX3770'MARKS THE STATION.  STATION IS 59.2 METERS FROM CENTER LINE OF
 LX3770'W WALL, 68.8 METERS TO S IRON WOVEN FENCE, AND 7.5 METERS FROM
 LX3770'CENTER LINE OF BUENA VISTA DRIVE, WHICH AT PRESENT IS ONLY
 LX3770'A GRAVEL ROAD.
 LX3770
 LX3770                          STATION RECOVERY (1959)
 LX3770
 LX3770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3770'RECOVERED IN EXCELLENT CONDITION.  POSITION OF STATION IS
 LX3770'OPPOSITE MIDDLE OF DRIVEWAY BELONGING TO MR. GREUNKE, 21
 LX3770'BUENA VISTA DRIVE.  STATION IS IN OPEN FIELD, HAVING SMALL
 LX3770'TREES, HIGH GRASS, NO HOUSE.  W OF THE GREUNKE PROPERTY.  STATION
 LX3770'IS ON W SIDE OF BUENA VISTA DRIVE.
 LX3770'
 LX3770'DISTANCE TO CHIMNEY AND TO COMPO HILL CHECKS DESCRIPTION.
 LX3770'
 LX3770'BRUNHAMS BARN NOT SEEN.  TREES OBSTRUCT VISION FROM GROUND.
 LX3770'
 LX3770'PECKS LEDGE NOT VISIBLE FROM HEIGHT OF EYE OF OBSERVER STANDING ON
 LX3770'GROUND.
 LX3770
 LX3770                          STATION RECOVERY (1972)
 LX3770
 LX3770'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3770'COMPO 2 1882 EXCELLENT
 LX3770'
 LX3770'STATION IS 24.5 FEET WEST OF BUENA VISTA DRIVE CENTERLINE.  19.1
 LX3770'FEET NORTH OF CL AND P POLE 30635 AND 81.9 FEET SOUTHEAST OF
 LX3770'SOUTHEAST CORNER OF 1-1/2 STORY BRICK HOUSE 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0708 ***********************************************************************
 LW0708  DESIGNATION -  CUNNINGHAM
 LW0708  PID         -  LW0708
 LW0708  STATE/COUNTY-  CT/NEW LONDON
 LW0708  USGS QUAD   -  MYSTIC (1984)
 LW0708
 LW0708                         *CURRENT SURVEY CONTROL
 LW0708  ___________________________________________________________________
 LW0708* NAD 83(1996)-  41 19 47.27016(N)    071 59 08.66731(W)     ADJUSTED  
 LW0708* NAVD 88     -         0.333  (meters)       1.09   (feet)  ADJUSTED  
 LW0708  ___________________________________________________________________
 LW0708  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 LW0708  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW0708  DYNAMIC HT  -           0.333 (meters)       1.09  (feet)  COMP
 LW0708  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0708
 LW0708  HORZ ORDER  -  THIRD
 LW0708  VERT ORDER  -  FIRST     CLASS I
 LW0708
 LW0708.The horizontal coordinates were established by classical geodetic methods
 LW0708.and adjusted by the National Geodetic Survey in August 1998..
 LW0708
 LW0708.The orthometric height was determined by differential leveling
 LW0708.and adjusted by the National Geodetic Survey in June 1991..
 LW0708
 LW0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0708
 LW0708.The geoid height was determined by GEOID03.
 LW0708
 LW0708.The dynamic height is computed by dividing the NAVD 88
 LW0708.geopotential number by the normal gravity value computed on the
 LW0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0708.degrees latitude (g = 980.6199 gals.).
 LW0708
 LW0708.The modeled gravity was interpolated from observed gravity values.
 LW0708
 LW0708;                    North         East     Units Scale Factor Converg.
 LW0708;SPC CT       -   207,819.221   368,778.600   MT  0.99998944   +0 30 24.3
 LW0708;SPC CT       -   681,820.23  1,209,901.12   sFT  0.99998944   +0 30 24.3
 LW0708;SPC NY L     -   131,104.971   468,612.699   MT  1.00002990   +1 19 03.0
 LW0708;SPC NY L     -   430,133.56  1,537,440.16   sFT  1.00002990   +1 19 03.0
 LW0708;UTM  19      - 4,579,670.201   250,135.782   MT  1.00036841   -1 58 22.0
 LW0708;UTM  18      - 4,579,752.810   752,251.067   MT  1.00038317   +1 59 29.9
 LW0708
 LW0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0708!SPC CT       -   1.00000476  x   0.99998944  =   0.99999420
 LW0708!SPC NY L     -   1.00000476  x   1.00002990  =   1.00003466
 LW0708!UTM  19      -   1.00000476  x   1.00036841  =   1.00037317
 LW0708!UTM  18      -   1.00000476  x   1.00038317  =   1.00038793
 LW0708
 LW0708|---------------------------------------------------------------------|
 LW0708| PID    Reference Object                     Distance      Geod. Az  |
 LW0708|                                                           dddmmss.s |
 LW0708| CB7636 CUNNINGHAM RM 2                      23.980 METERS 12759     |
 LW0708| LW3384 MYSTIC                              APPROX. 1.8 KM 1575927.4 |
 LW0708| LW0709 CUNNINGHAM RM 1                      13.790 METERS 35709     |
 LW0708|---------------------------------------------------------------------|
 LW0708
 LW0708                          SUPERSEDED SURVEY CONTROL
 LW0708
 LW0708  NAD 83(1992)-  41 19 47.26891(N)    071 59 08.66638(W) AD(       ) 3
 LW0708  NAD 83(1986)-  41 19 47.26923(N)    071 59 08.67085(W) AD(       ) 3
 LW0708  NAD 27      -  41 19 46.91800(N)    071 59 10.40600(W) AD(       ) 3
 LW0708  NGVD 29 (??/??/92)    0.625  (m)            2.05   (f) ADJ UNCH    1 1
 LW0708
 LW0708.Superseded values are not recommended for survey control.
 LW0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0708.See file dsdata.txt to determine how the superseded data were derived.
 LW0708
 LW0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5013679670(NAD 83)
 LW0708_MARKER: DS = TRIANGULATION STATION DISK
 LW0708_SETTING: 66 = SET IN ROCK OUTCROP
 LW0708_SP_SET: BEDROCK
 LW0708_STAMPING: CUNNINGHAM 1934
 LW0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0708+STABILITY: POSITION/ELEVATION WELL
 LW0708
 LW0708  HISTORY     - Date     Condition        Report By
 LW0708  HISTORY     - 1934     MONUMENTED       CGS
 LW0708  HISTORY     - 1934     MARK NOT FOUND   USPSQD
 LW0708  HISTORY     - 1965     GOOD             CGS
 LW0708  HISTORY     - 1965     GOOD             NGS
 LW0708  HISTORY     - 1974     MARK NOT FOUND   CTGS
 LW0708  HISTORY     - 1984     GOOD             USPSQD
 LW0708  HISTORY     - 1987     POOR             USPSQD
 LW0708  HISTORY     - 19901227 MARK NOT FOUND   USPSQD
 LW0708  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 LW0708
 LW0708                          STATION DESCRIPTION
 LW0708
 LW0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW0708'THE STATION IS LOCATED ON HEATHEN POINT ON THE W SIDE OF THE MYSTIC
 LW0708'RIVER AT THE N END OF THE VILLAGE OF NOANK AND JUST S OF THE
 LW0708'RAILROAD BRIDGE.  THE STATION IS MARKED BY A STANDARD DISC SET IN
 LW0708'A DRILL HOLE IN THE LEDGE THAT IS COVERED AT HIGH WATER, AND IS
 LW0708'48.8 METERS SE OF THE CENTER OF THE NEW YORK, NEW HAVEN AND
 LW0708'HARTFORD RAILROAD TRACKS.
 LW0708'
 LW0708'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LW0708'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS NO.1
 LW0708'AND NO.2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK AS
 LW0708'DESCRIBED IN NOTE 12A.
 LW0708'
 LW0708'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL HOLES
 LW0708'IN LEDGES THAT ARE ALMOST COVERED AT HIGH WATER, NORTHEASTERLY AND
 LW0708'SOUTHEASTERLY OF THE STATION RESPECTIVELY.
 LW0708'
 LW0708'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW0708
 LW0708                          STATION RECOVERY (1934)
 LW0708
 LW0708'RECOVERY NOTE BY US POWER SQUADRON 1934 (BWR)
 LW0708'CUNNINGHAM 1934 LOST - COVERED WITH GRAVEL AND ROCK RIP RAP ON TOP.
 LW0708'
 LW0708'RM 1 1934 GOOD - RECOVERED AS DESCRIBED.
 LW0708'
 LW0708'RM 2 1934 LOST - APPEAR TO BE COVERED WITH GRAVEL AND ROCK RIP RAP.
 LW0708
 LW0708                          STATION RECOVERY (1965)
 LW0708
 LW0708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LW0708'THE STATION AND REFERENCE MARK NO. 1 WAS FOUND AND BOTH IN GOOD
 LW0708'CONDITION.
 LW0708'
 LW0708'THE STATION MAY BE REACHED BY GOING 0.25 MILE NORTHEAST ALONG THE
 LW0708'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE OVERPASS OF
 LW0708'MOSHER AVENUE AT NOANK, ABOUT 104 YARDS SOUTH OF THE SOUTH END OF A
 LW0708'RAILROAD BRIDGE, SET ON THE TOP OF A LARGE AREA OF EXPOSED BEDROCK
 LW0708'WHICH IS UNDER WATER AT HIGH TIDE, 149 FEET SOUTHEAST OF THE
 LW0708'SOUTHEAST RAIL OF MAIN TRACK, 37 FEET NORTHWEST OF THE NORTHWEST
 LW0708'RAIL OF A MARIN TRACK, 1-1/2 FEET NORTHEAST OF THE NORTHEAST
 LW0708'SIDE OF A ROCK SEA WALL, ABOUT 3 FEET BELOW THE LEVEL OF THE
 LW0708'BANK FOR TRACK.  IT IS STAMPED CUNNINGHAM 1934.
 LW0708'
 LW0708'R.M. NO 1 45.3 FEET NORTH OF THE STATION, 114 FEET SOUTHEAST OF
 LW0708'THE SOUTHEAST RAIL OF MAIN TRACK, 34 FEET NORTHEAST OF THE NORTHEAST
 LW0708'SIDE OF A ROCK WALL.  SET IN THE TOP OF A LARGE MASS OF EXPOSED
 LW0708'BEDROCK AND 4 FEET BELOW THE BANK ALONG TRACK.  IT IS STAMPED
 LW0708'CUNNINGHAM NO 1 1934.
 LW0708'
 LW0708'NO OTHER MARK COULD BE RECOVERED IN AREA.
 LW0708
 LW0708                          STATION RECOVERY (1965)
 LW0708
 LW0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0708'0.2 MI NE FROM NOANK.
 LW0708'0.25 MILE NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0708'RAILROAD FROM THE OVERPASS FOR MOSHER AVENUE AT NOANK, ABOUT 104
 LW0708'YARDS SOUTH OF THE SOUTH END OF A RAILROAD BRIDGE, SET ON THE
 LW0708'TOP OF THE SOUTH CORNER OF A LARGE AREA OF EXPOSED BEDROCK WHICH
 LW0708'IS UNDER WATER AT HIGH TIDE, 149 FEET SOUTHEAST OF THE SOUTHEAST
 LW0708'RAIL OF MAIN TRACK, 37 FEET NORTHWEST OF THE NORTHWEST RAIL OF A
 LW0708'MARINE TRACK, 1 1/2 FEET NORTHEAST OF THE NORTHEAST SIDE OF A ROCK
 LW0708'SEA WALL AND 3 FEET BELOW THE LEVEL OF BANK FOR TRACKS.
 LW0708
 LW0708                          STATION RECOVERY (1974)
 LW0708
 LW0708'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (AK)
 LW0708'CUNNINGHAM 1934 COVERED WITH ABOUT 6 FEET OF PACKED GRAVEL.
 LW0708'
 LW0708'CUNNINGHAM NO.1 1934 EXCELLENT
 LW0708'
 LW0708'CUNNINGHAM NO.2 1934 APPEARS TO BE COVERED WITH ABOUT 5 FEET OF
 LW0708'GRAVEL.
 LW0708
 LW0708                          STATION RECOVERY (1984)
 LW0708
 LW0708'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0708'RECOVERED IN GOOD CONDITION.
 LW0708
 LW0708                          STATION RECOVERY (1987)
 LW0708
 LW0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0708'MARK RECOVERED IN POOR CONDITION.
 LW0708
 LW0708                          STATION RECOVERY (1990)
 LW0708
 LW0708'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0708'MARK NOT FOUND.
 LW0708
 LW0708                          STATION RECOVERY (2002)
 LW0708
 LW0708'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0709 ***********************************************************************
 LW0709  DESIGNATION -  CUNNINGHAM RM 1
 LW0709  PID         -  LW0709
 LW0709  STATE/COUNTY-  CT/NEW LONDON
 LW0709  USGS QUAD   -  MYSTIC (1984)
 LW0709
 LW0709                         *CURRENT SURVEY CONTROL
 LW0709  ___________________________________________________________________
 LW0709* NAD 83(1986)-  41 19 46.     (N)    071 59 08.     (W)     SCALED    
 LW0709* NAVD 88     -         0.053  (meters)       0.17   (feet)  ADJUSTED  
 LW0709  ___________________________________________________________________
 LW0709  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW0709  DYNAMIC HT  -           0.053 (meters)       0.17  (feet)  COMP
 LW0709  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0709
 LW0709  VERT ORDER  -  FIRST     CLASS I
 LW0709
 LW0709.The horizontal coordinates were scaled from a topographic map and have
 LW0709.an estimated accuracy of +/- 6 seconds.
 LW0709
 LW0709.The orthometric height was determined by differential leveling
 LW0709.and adjusted by the National Geodetic Survey in June 1991..
 LW0709
 LW0709.The geoid height was determined by GEOID03.
 LW0709
 LW0709.The dynamic height is computed by dividing the NAVD 88
 LW0709.geopotential number by the normal gravity value computed on the
 LW0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0709.degrees latitude (g = 980.6199 gals.).
 LW0709
 LW0709.The modeled gravity was interpolated from observed gravity values.
 LW0709
 LW0709;                    North         East    Units  Estimated Accuracy
 LW0709;SPC CT       -   207,780.      368,790.      MT  (+/- 180 meters Scaled)
 LW0709
 LW0709                          SUPERSEDED SURVEY CONTROL
 LW0709
 LW0709  NGVD 29 (??/??/92)    0.345  (m)            1.13   (f) ADJ UNCH    1 1
 LW0709
 LW0709.Superseded values are not recommended for survey control.
 LW0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0709.See file dsdata.txt to determine how the superseded data were derived.
 LW0709
 LW0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF501796(NAD 83)
 LW0709_MARKER: DR = REFERENCE MARK DISK
 LW0709_SETTING: 66 = SET IN ROCK OUTCROP
 LW0709_SP_SET: BEDROCK
 LW0709_STAMPING: CUNNINGHAM NO 1 1934
 LW0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0709+STABILITY: POSITION/ELEVATION WELL
 LW0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0709+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LW0709
 LW0709  HISTORY     - Date     Condition        Report By
 LW0709  HISTORY     - 1934     MONUMENTED       CGS
 LW0709  HISTORY     - 1965     GOOD             NGS
 LW0709  HISTORY     - 1984     GOOD             USPSQD
 LW0709  HISTORY     - 19901227 GOOD             USPSQD
 LW0709  HISTORY     - 20020206 GOOD             USPSQD
 LW0709
 LW0709                          STATION DESCRIPTION
 LW0709
 LW0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0709'AT NOANK.
 LW0709'AT NOANK, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LW0709'ABOUT 0.25 MILE NORTHEAST FROM THE MOSHER AVENUE OVERPASS AT
 LW0709'NOANK, ABOUT 164 YARDS SOUTH OF THE SOUTH END OF A RAILROAD
 LW0709'BRIDGE, SET ON THE TOP AND 6 FEET SOUTHEAST OF THE NORTHWEST
 LW0709'END OF A LARGE AREA OF BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE
 LW0709'LEVEL OF THE GROUND, 114 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 LW0709'MAIN TRACK, 34 FEET NORTHEAST OF THE NORTHEAST SIDE OF A ROCK
 LW0709'WALL, 45.3 FEET NORTH OF THE STATION DESCRIBED AND ABOUT 4 FEET
 LW0709'BELOW LEVEL OF BANK ALONG TRACK.
 LW0709
 LW0709                          STATION RECOVERY (1984)
 LW0709
 LW0709'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0709'RECOVERED IN GOOD CONDITION.
 LW0709
 LW0709                          STATION RECOVERY (1990)
 LW0709
 LW0709'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0709'RECOVERED IN GOOD CONDITION.
 LW0709
 LW0709                          STATION RECOVERY (2002)
 LW0709
 LW0709'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW0709'THIS REFERENCE MARK IS ONLY VISIBLE AT LOW WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7045 ***********************************************************************
 LX7045  DESIGNATION -  CYS HOLLOW BAR FRONT RANGE LT
 LX7045  PID         -  LX7045
 LX7045  STATE/COUNTY-  CT/HARTFORD
 LX7045  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7045
 LX7045                         *CURRENT SURVEY CONTROL
 LX7045  ___________________________________________________________________
 LX7045* NAD 83(1996)-  41 42 44.20338(N)    072 38 20.26865(W)     ADJUSTED  
 LX7045* NAVD 88     -                                                        
 LX7045  ___________________________________________________________________
 LX7045  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX7045  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX7045
 LX7045  HORZ ORDER  -  THIRD
 LX7045
 LX7045.The horizontal coordinates were established by classical geodetic methods
 LX7045.and adjusted by the National Geodetic Survey in August 1998..
 LX7045
 LX7045
 LX7045.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7045
 LX7045.The geoid height was determined by GEOID03.
 LX7045
 LX7045;                    North         East     Units Scale Factor Converg.
 LX7045;SPC CT       -   250,021.512   314,041.278   MT  0.99998799   +0 04 25.0
 LX7045;SPC CT       -   820,278.91  1,030,317.09   sFT  0.99998799   +0 04 25.0
 LX7045;UTM  18      - 4,620,525.329   696,420.256   MT  1.00007479   +1 34 17.4
 LX7045
 LX7045                          SUPERSEDED SURVEY CONTROL
 LX7045
 LX7045  NAD 83(1996)-  41 42 44.20282(N)    072 38 20.26877(W) AD(       ) 4
 LX7045  NAD 83(1992)-  41 42 44.20295(N)    072 38 20.26877(W) AD(       ) 4
 LX7045  NAD 83(1992)-  41 42 44.20453(N)    072 38 20.27037(W) AD(       ) 4
 LX7045  NAD 83(1986)-  41 42 44.20476(N)    072 38 20.27031(W) AD(       ) 4
 LX7045  NAD 27      -  41 42 43.85000(N)    072 38 21.95000(W) AD(       ) 3
 LX7045
 LX7045.Superseded values are not recommended for survey control.
 LX7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7045.See file dsdata.txt to determine how the superseded data were derived.
 LX7045
 LX7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9642020525(NAD 83)
 LX7045
 LX7045  HISTORY     - Date     Condition        Report By
 LX7045  HISTORY     - UNK      MONUMENTED
 LX7045  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7045
 LX7045                          STATION DESCRIPTION
 LX7045
 LX7045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7045'THERE WAS NO ORIGINAL DESCRIPTION OF THIS LIGHT.  THIS RANGE
 LX7045'LIGHT AND PILE ON WHICH IT STOOD HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7048 ***********************************************************************
 LX7048  DESIGNATION -  CYS HOLLOW BAR REAR RANGE LT
 LX7048  PID         -  LX7048
 LX7048  STATE/COUNTY-  CT/HARTFORD
 LX7048  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7048
 LX7048                         *CURRENT SURVEY CONTROL
 LX7048  ___________________________________________________________________
 LX7048* NAD 83(1996)-  41 42 44.06495(N)    072 38 18.14921(W)     ADJUSTED  
 LX7048* NAVD 88     -                                                        
 LX7048  ___________________________________________________________________
 LX7048  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LX7048  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX7048
 LX7048  HORZ ORDER  -  THIRD
 LX7048
 LX7048.The horizontal coordinates were established by classical geodetic methods
 LX7048.and adjusted by the National Geodetic Survey in August 1998..
 LX7048
 LX7048
 LX7048.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7048
 LX7048.The geoid height was determined by GEOID03.
 LX7048
 LX7048;                    North         East     Units Scale Factor Converg.
 LX7048;SPC CT       -   250,017.305   314,090.279   MT  0.99998799   +0 04 26.5
 LX7048;SPC CT       -   820,265.11  1,030,477.86   sFT  0.99998799   +0 04 26.5
 LX7048;UTM  18      - 4,620,522.404   696,469.355   MT  1.00007503   +1 34 18.9
 LX7048
 LX7048                          SUPERSEDED SURVEY CONTROL
 LX7048
 LX7048  NAD 83(1996)-  41 42 44.06438(N)    072 38 18.14933(W) AD(       ) 4
 LX7048  NAD 83(1992)-  41 42 44.06451(N)    072 38 18.14933(W) AD(       ) 4
 LX7048  NAD 83(1992)-  41 42 44.06609(N)    072 38 18.15093(W) AD(       ) 4
 LX7048  NAD 83(1986)-  41 42 44.06632(N)    072 38 18.15087(W) AD(       ) 4
 LX7048  NAD 27      -  41 42 43.71000(N)    072 38 19.83000(W) AD(       ) 3
 LX7048
 LX7048.Superseded values are not recommended for survey control.
 LX7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7048.See file dsdata.txt to determine how the superseded data were derived.
 LX7048
 LX7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9646920522(NAD 83)
 LX7048
 LX7048  HISTORY     - Date     Condition        Report By
 LX7048  HISTORY     - UNK      MONUMENTED
 LX7048  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7048
 LX7048                          STATION DESCRIPTION
 LX7048
 LX7048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7048'THERE WAS NO ORIGINAL DESCRIPTION OF THIS LIGHT.  THIS RANGE
 LX7048'LIGHT AND THE FOOTING ON WHICH IT STOOD HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0620 ***********************************************************************
 LX0620  DESIGNATION -  D
 LX0620  PID         -  LX0620
 LX0620  STATE/COUNTY-  CT/LITCHFIELD
 LX0620  USGS QUAD   -  NEW PRESTON (1984)
 LX0620
 LX0620                         *CURRENT SURVEY CONTROL
 LX0620  ___________________________________________________________________
 LX0620* NAD 83(1986)-  41 40 34.     (N)    073 17 32.     (W)     SCALED    
 LX0620* NAVD 88     -       195.988  (meters)     643.00   (feet)  POSTED    
 LX0620  ___________________________________________________________________
 LX0620  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX0620  DYNAMIC HT  -         195.920 (meters)     642.78  (feet)  COMP
 LX0620  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 LX0620
 LX0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0620
 LX0620.The horizontal coordinates were scaled from a topographic map and have
 LX0620.an estimated accuracy of +/- 6 seconds.
 LX0620
 LX0620.The orthometric height was determined by differential leveling
 LX0620.and adjusted by the National Geodetic Survey in 1992..
 LX0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0620.rate of 0.0 thru 1.0 mm/km.
 LX0620
 LX0620.The geoid height was determined by GEOID03.
 LX0620
 LX0620.The dynamic height is computed by dividing the NAVD 88
 LX0620.geopotential number by the normal gravity value computed on the
 LX0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0620.degrees latitude (g = 980.6199 gals.).
 LX0620
 LX0620.The modeled gravity was interpolated from observed gravity values.
 LX0620
 LX0620;                    North         East    Units  Estimated Accuracy
 LX0620;SPC CT       -   246,140.      259,650.      MT  (+/- 180 meters Scaled)
 LX0620
 LX0620                          SUPERSEDED SURVEY CONTROL
 LX0620
 LX0620.No superseded survey control is available for this station.
 LX0620
 LX0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM421152(NAD 83)
 LX0620_MARKER: DD = SURVEY DISK
 LX0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0620_SP_SET: ABUTMENT
 LX0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0620
 LX0620  HISTORY     - Date     Condition        Report By
 LX0620  HISTORY     - UNK      MONUMENTED       CU
 LX0620  HISTORY     - 1916     GOOD             NGS
 LX0620  HISTORY     - 1934     GOOD             LOCSUR
 LX0620
 LX0620                          STATION DESCRIPTION
 LX0620
 LX0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0620'AT ROMFORD.
 LX0620'AT ROMFORD, LITCHFIELD COUNTY, ON THE LITCHFIELD BRANCH OF THE
 LX0620'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ABOUT 200 FT. NORTH
 LX0620'OF THE STATION, AT A HIGHWAY BRIDGE OVER BANTAM RIVER, IN THE
 LX0620'DOWNSTREAM END OF THE ABUTMENT NEAREST THE STATION.  A CAMP
 LX0620'COLUMBIA STANDARD DISK.  NOTE-- THE ROMFORD STATION HAS BEEN
 LX0620'REMOVED.  ALSO THAT THE STEEL AND WOOD HIGHWAY BRIDGE OVER
 LX0620'BANTAM RIVER IS ABOUT 75 YDS. W OF GRADE CROSSING 29.90, AND THE
 LX0620'MARK IS IN THE TOP OF THE STONE ABUTMENT AT THE S OR DOWN STREAM
 LX0620'END OF THE E ABUTMENT.
 LX0620
 LX0620                          STATION RECOVERY (1934)
 LX0620
 LX0620'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2752 ***********************************************************************
 LX2752  DESIGNATION -  D 1 16 T OF PLAINVILLE
 LX2752  PID         -  LX2752
 LX2752  STATE/COUNTY-  CT/HARTFORD
 LX2752  USGS QUAD   -  BRISTOL (1984)
 LX2752
 LX2752                         *CURRENT SURVEY CONTROL
 LX2752  ___________________________________________________________________
 LX2752* NAD 83(1986)-  41 39 53.     (N)    072 52 30.     (W)     SCALED    
 LX2752* NAVD 88     -        57.968  (meters)     190.18   (feet)  ADJUSTED  
 LX2752  ___________________________________________________________________
 LX2752  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX2752  DYNAMIC HT  -          57.951 (meters)     190.13  (feet)  COMP
 LX2752  MODELED GRAV-     980,324.9   (mgal)                       NAVD 88
 LX2752
 LX2752  VERT ORDER  -  FIRST     CLASS II
 LX2752
 LX2752.The horizontal coordinates were scaled from a topographic map and have
 LX2752.an estimated accuracy of +/- 6 seconds.
 LX2752
 LX2752.The orthometric height was determined by differential leveling
 LX2752.and adjusted by the National Geodetic Survey in June 1991..
 LX2752
 LX2752.The geoid height was determined by GEOID03.
 LX2752
 LX2752.The dynamic height is computed by dividing the NAVD 88
 LX2752.geopotential number by the normal gravity value computed on the
 LX2752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2752.degrees latitude (g = 980.6199 gals.).
 LX2752
 LX2752.The modeled gravity was interpolated from observed gravity values.
 LX2752
 LX2752;                    North         East    Units  Estimated Accuracy
 LX2752;SPC CT       -   244,740.      294,390.      MT  (+/- 180 meters Scaled)
 LX2752
 LX2752                          SUPERSEDED SURVEY CONTROL
 LX2752
 LX2752.No superseded survey control is available for this station.
 LX2752
 LX2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM769147(NAD 83)
 LX2752_MARKER: DD = SURVEY DISK
 LX2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2752_SP_SET: CONCRETE POST
 LX2752_STAMPING: D 1-16
 LX2752_MARK LOGO: CTGS  
 LX2752_PROJECTION: FLUSH
 LX2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2752+STABILITY: SURFACE MOTION
 LX2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2752+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2752
 LX2752  HISTORY     - Date     Condition        Report By
 LX2752  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2752  HISTORY     - 1985     GOOD             NGS
 LX2752  HISTORY     - 20060211 GOOD             USPSQD
 LX2752
 LX2752                          STATION DESCRIPTION
 LX2752
 LX2752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2752'0.6 KM (0.4 MI) SOUTH FROM PLAINVILLE.
 LX2752'0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2752'STATE HIGHWAY 72 IN PLAINVILLE TO THE MARK ON THE RIGHT, IN THE
 LX2752'NORTHWEST ANGLE OF THE INTERSECTION OF WILLIS AVENUE, IN A GRASSY
 LX2752'MEDIAN BETWEEN THE HIGHWAY AND A CONCRETE SIDEWALK, 5.79 METERS (19.0
 LX2752'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.23 METERS (27.0 FT) NORTH
 LX2752'OF THE CENTER OF THE WEST BOUND LANE OF WILLIS AVENUE, 0.52 METER (1.7
 LX2752'FT) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK. THE MARK IS A TOWN
 LX2752'OF PLAINVILLE DISK.
 LX2752'THE MARK IS 0.06 M ABOVE HIGHWAY.
 LX2752
 LX2752                          STATION RECOVERY (2006)
 LX2752
 LX2752'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2751 ***********************************************************************
 LX2751  DESIGNATION -  D 1 18 T OF PLAINVILLE
 LX2751  PID         -  LX2751
 LX2751  STATE/COUNTY-  CT/HARTFORD
 LX2751  USGS QUAD   -  BRISTOL (1984)
 LX2751
 LX2751                         *CURRENT SURVEY CONTROL
 LX2751  ___________________________________________________________________
 LX2751* NAD 83(1986)-  41 39 31.     (N)    072 52 30.     (W)     SCALED    
 LX2751* NAVD 88     -        56.573  (meters)     185.61   (feet)  ADJUSTED  
 LX2751  ___________________________________________________________________
 LX2751  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX2751  DYNAMIC HT  -          56.556 (meters)     185.55  (feet)  COMP
 LX2751  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 LX2751
 LX2751  VERT ORDER  -  FIRST     CLASS II
 LX2751
 LX2751.The horizontal coordinates were scaled from a topographic map and have
 LX2751.an estimated accuracy of +/- 6 seconds.
 LX2751
 LX2751.The orthometric height was determined by differential leveling
 LX2751.and adjusted by the National Geodetic Survey in June 1991..
 LX2751
 LX2751.The geoid height was determined by GEOID03.
 LX2751
 LX2751.The dynamic height is computed by dividing the NAVD 88
 LX2751.geopotential number by the normal gravity value computed on the
 LX2751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2751.degrees latitude (g = 980.6199 gals.).
 LX2751
 LX2751.The modeled gravity was interpolated from observed gravity values.
 LX2751
 LX2751;                    North         East    Units  Estimated Accuracy
 LX2751;SPC CT       -   244,060.      294,390.      MT  (+/- 180 meters Scaled)
 LX2751
 LX2751                          SUPERSEDED SURVEY CONTROL
 LX2751
 LX2751.No superseded survey control is available for this station.
 LX2751
 LX2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM769140(NAD 83)
 LX2751_MARKER: DD = SURVEY DISK
 LX2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2751_SP_SET: CONCRETE POST
 LX2751_STAMPING: D 1-18
 LX2751_MARK LOGO: CTGS  
 LX2751_PROJECTION: FLUSH
 LX2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2751+STABILITY: SURFACE MOTION
 LX2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2751+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2751
 LX2751  HISTORY     - Date     Condition        Report By
 LX2751  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2751  HISTORY     - 1985     GOOD             NGS
 LX2751  HISTORY     - 20060211 GOOD             USPSQD
 LX2751
 LX2751                          STATION DESCRIPTION
 LX2751
 LX2751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2751'1.3 KM (0.8 MI) SOUTH FROM PLAINVILLE.
 LX2751'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2751'STATE HIGHWAY 72 IN PLAINVILLE TO THE MARK ON THE RIGHT, IN THE
 LX2751'NORTHWEST ANGLE OF THE INTERSECTION OF NORTON PARK ROAD, 4.94 METERS
 LX2751'(16.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.80 (42.0 FT)
 LX2751'NORTH-NORTHEAST OF THE CENTER OF NORTON PARK ROAD, 4.72 METERS (15.5
 LX2751'FT) NORTH-NORTHEAST OF UTILITY POLE 56758 WITH STREET LAMP.
 LX2751'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2751
 LX2751                          STATION RECOVERY (2006)
 LX2751
 LX2751'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2750 ***********************************************************************
 LX2750  DESIGNATION -  D 1 20 T OF PLAINVILLE
 LX2750  PID         -  LX2750
 LX2750  STATE/COUNTY-  CT/HARTFORD
 LX2750  USGS QUAD   -  BRISTOL (1984)
 LX2750
 LX2750                         *CURRENT SURVEY CONTROL
 LX2750  ___________________________________________________________________
 LX2750* NAD 83(1986)-  41 39 03.     (N)    072 52 29.     (W)     SCALED    
 LX2750* NAVD 88     -        54.080  (meters)     177.43   (feet)  ADJUSTED  
 LX2750  ___________________________________________________________________
 LX2750  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2750  DYNAMIC HT  -          54.063 (meters)     177.37  (feet)  COMP
 LX2750  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 LX2750
 LX2750  VERT ORDER  -  FIRST     CLASS II
 LX2750
 LX2750.The horizontal coordinates were scaled from a topographic map and have
 LX2750.an estimated accuracy of +/- 6 seconds.
 LX2750
 LX2750.The orthometric height was determined by differential leveling
 LX2750.and adjusted by the National Geodetic Survey in June 1991..
 LX2750
 LX2750.The geoid height was determined by GEOID03.
 LX2750
 LX2750.The dynamic height is computed by dividing the NAVD 88
 LX2750.geopotential number by the normal gravity value computed on the
 LX2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2750.degrees latitude (g = 980.6199 gals.).
 LX2750
 LX2750.The modeled gravity was interpolated from observed gravity values.
 LX2750
 LX2750;                    North         East    Units  Estimated Accuracy
 LX2750;SPC CT       -   243,200.      294,410.      MT  (+/- 180 meters Scaled)
 LX2750
 LX2750                          SUPERSEDED SURVEY CONTROL
 LX2750
 LX2750.No superseded survey control is available for this station.
 LX2750
 LX2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM769131(NAD 83)
 LX2750_MARKER: DD = SURVEY DISK
 LX2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2750_SP_SET: CONCRETE POST
 LX2750_STAMPING: D 1-20
 LX2750_MARK LOGO: CTGS  
 LX2750_PROJECTION: FLUSH
 LX2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2750+STABILITY: SURFACE MOTION
 LX2750
 LX2750  HISTORY     - Date     Condition        Report By
 LX2750  HISTORY     - UNK      MONUMENTED       LOCENG
 LX2750  HISTORY     - 1985     GOOD             NGS
 LX2750
 LX2750                          STATION DESCRIPTION
 LX2750
 LX2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2750'0.4 KM (0.25 MI) WEST FROM PLAINVILLE.
 LX2750'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 177 (TOWN LINE ROAD) FROM
 LX2750'THE JUNCTION OF STATE HIGHWAY 10 IN PLAINVILLE TO THE MARK ON THE
 LX2750'RIGHT, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH WASHINGTON
 LX2750'STREET (HIGHWAY 177 NORTH), 9.75 METERS (32.0 FT) WEST OF THE
 LX2750'CENTERLINE OF SOUTH WASHINGTON STREET, 6.10 METERS (20.0 FT) NORTH OF
 LX2750'THE CENTERLINE OF TOWN LINE ROAD. THE MARK IS A TOWN OF PLAINVILLE
 LX2750'DISK.
 LX2750'THE MARK IS 0.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1046 ***********************************************************************
 LW1046  DESIGNATION -  D 10
 LW1046  PID         -  LW1046
 LW1046  STATE/COUNTY-  CT/WINDHAM
 LW1046  USGS QUAD   -  PLAINFIELD (1983)
 LW1046
 LW1046                         *CURRENT SURVEY CONTROL
 LW1046  ___________________________________________________________________
 LW1046* NAD 83(1986)-  41 42 54.     (N)    071 52 39.     (W)     SCALED    
 LW1046* NAVD 88     -        74.008  (meters)     242.81   (feet)  ADJUSTED  
 LW1046  ___________________________________________________________________
 LW1046  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1046  DYNAMIC HT  -          73.982 (meters)     242.72  (feet)  COMP
 LW1046  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LW1046
 LW1046  VERT ORDER  -  FIRST     CLASS II
 LW1046
 LW1046.The horizontal coordinates were scaled from a topographic map and have
 LW1046.an estimated accuracy of +/- 6 seconds.
 LW1046
 LW1046.The orthometric height was determined by differential leveling
 LW1046.and adjusted by the National Geodetic Survey in June 1991..
 LW1046.WARNING-Repeat measurements at this control monument indicate possible
 LW1046.vertical movement.
 LW1046
 LW1046.The geoid height was determined by GEOID03.
 LW1046
 LW1046.The dynamic height is computed by dividing the NAVD 88
 LW1046.geopotential number by the normal gravity value computed on the
 LW1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1046.degrees latitude (g = 980.6199 gals.).
 LW1046
 LW1046.The modeled gravity was interpolated from observed gravity values.
 LW1046
 LW1046;                    North         East    Units  Estimated Accuracy
 LW1046;SPC CT       -   250,680.      377,410.      MT  (+/- 180 meters Scaled)
 LW1046
 LW1046                          SUPERSEDED SURVEY CONTROL
 LW1046
 LW1046  NGVD 29 (??/??/92)   74.25   (m)          243.6    (f) COMPUTED    1 2
 LW1046
 LW1046.Superseded values are not recommended for survey control.
 LW1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1046.See file dsdata.txt to determine how the superseded data were derived.
 LW1046
 LW1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG606221(NAD 83)
 LW1046_MARKER: DB = BENCH MARK DISK
 LW1046_SETTING: 66 = SET IN ROCK OUTCROP
 LW1046_SP_SET: ROCK LEDGE
 LW1046_STAMPING: D 10 1923
 LW1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1046+STABILITY: POSITION/ELEVATION WELL
 LW1046
 LW1046  HISTORY     - Date     Condition        Report By
 LW1046  HISTORY     - 1923     MONUMENTED       CGS
 LW1046  HISTORY     - 1936     GOOD             NGS
 LW1046  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1046  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1046
 LW1046                          STATION DESCRIPTION
 LW1046
 LW1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LW1046'0.3 MI E FROM MOOSUP.
 LW1046'1/4 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LW1046'FROM MOOSUP, WINDHAM COUNTY, 6-1/2 RAILS SOUTHWEST OF MILEPOST
 LW1046'P 32 - W 26, 8.8 FEET NORTHWEST OF THE NORTHWEST RAIL, IN A ROCK
 LW1046'LEDGE, AND ABOUT ONE FOOT ABOVE THE TRACK.  A STANDARD DISK,
 LW1046'STAMPED D 10 1923.
 LW1046
 LW1046                          STATION RECOVERY (1988)
 LW1046
 LW1046'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1046'MARK NOT FOUND.
 LW1046
 LW1046                          STATION RECOVERY (1990)
 LW1046
 LW1046'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7432 ***********************************************************************
 LX7432  DESIGNATION -  D 1029
 LX7432  PID         -  LX7432
 LX7432  STATE/COUNTY-  CT/FAIRFIELD
 LX7432  USGS QUAD   -  STAMFORD (1984)
 LX7432
 LX7432                         *CURRENT SURVEY CONTROL
 LX7432  ___________________________________________________________________
 LX7432* NAD 83(1996)-  41 04 00.96177(N)    073 30 19.07235(W)     ADJUSTED  
 LX7432* NAVD 88     -        16.     (meters)      52.     (feet)  VERTCON   
 LX7432  ___________________________________________________________________
 LX7432  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 LX7432  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX7432
 LX7432  HORZ ORDER  -  SECOND
 LX7432
 LX7432.The horizontal coordinates were established by classical geodetic methods
 LX7432.and adjusted by the National Geodetic Survey in August 1998..
 LX7432
 LX7432.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7432
 LX7432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7432
 LX7432.The geoid height was determined by GEOID03.
 LX7432
 LX7432;                    North         East     Units Scale Factor Converg.
 LX7432;SPC CT       -   178,620.690   241,317.599   MT  1.00001611   -0 30 02.9
 LX7432;SPC CT       -   586,024.71    791,722.82   sFT  1.00001611   -0 30 02.9
 LX7432;UTM  18      - 4,547,263.628   625,581.461   MT  0.99979410   +0 58 55.4
 LX7432
 LX7432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7432!SPC CT       -   1.00000218  x   1.00001611  =   1.00001829
 LX7432!UTM  18      -   1.00000218  x   0.99979410  =   0.99979628
 LX7432
 LX7432:                Primary Azimuth Mark                     Grid Az
 LX7432:SPC CT       -  D 1030                                   061 30 31.8
 LX7432:UTM  18      -  D 1030                                   060 01 33.5
 LX7432
 LX7432|---------------------------------------------------------------------|
 LX7432| PID    Reference Object                     Distance      Geod. Az  |
 LX7432|                                                           dddmmss.s |
 LX7432| CR9115 D 1030                                             0610028.9 |
 LX7432| CR9112 D 1029 RM 1                          22.595 METERS 10437     |
 LX7432| CR9113 D 1029 RM 2                          10.072 METERS 20959     |
 LX7432| CR8895 6063                                               2115756.2 |
 LX7432| CR9114 D 1029 RM 3                          17.870 METERS 33943     |
 LX7432|---------------------------------------------------------------------|
 LX7432
 LX7432                          SUPERSEDED SURVEY CONTROL
 LX7432
 LX7432  NAD 83(1992)-  41 04 00.96072(N)    073 30 19.07210(W) AD(       ) 2
 LX7432  NAD 83(1986)-  41 04 00.96291(N)    073 30 19.07174(W) AD(       ) 2
 LX7432  NAD 83(1986)-  41 04 00.95980(N)    073 30 19.06986(W) AD(       ) 2
 LX7432  NGVD 29 (10/23/89)   17.     (m)           56.     (f) VERT ANG       
 LX7432
 LX7432.Superseded values are not recommended for survey control.
 LX7432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7432.See file dsdata.txt to determine how the superseded data were derived.
 LX7432
 LX7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2558147264(NAD 83)
 LX7432_MARKER: DD = SURVEY DISK
 LX7432_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7432
 LX7432  HISTORY     - Date     Condition        Report By
 LX7432  HISTORY     - 1983     MONUMENTED       CTGS
 LX7432
 LX7432                          STATION DESCRIPTION
 LX7432
 LX7432'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1983 (AJK)
 LX7432'THE STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) SOUTH SOUTHWEST OF
 LX7432'NEW CANAAN, 3.6 KM (2.25 MI) NORTHEAST OF STAMFORD AND
 LX7432'1.6 KM (1.0 MI) NORTHWEST OF NOROTON.
 LX7432'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7432'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7432'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7432'
 LX7432'TO REACH THE STATION FROM DARIEN AT THE INTERSECTION OF INTERSTATE
 LX7432'ROUTE 95 (CONNECTICUT TURNPIKE) AND NOROTON AVENUE
 LX7432'(EXIT 10) PROCEED SOUTHWESTERLY ALONG INTERSTATE ROUTE 95 FOR
 LX7432'0.9 KM (0.56 MI) AND BEAR RIGHT INTO A SERVICE AREA.  CONTINUE
 LX7432'ALONG THROUGH SERVICE AREA FOR 0.3 KM (0.20 MI) TO THE STATION
 LX7432'IN A GRASS ISLAND.
 LX7432'
 LX7432'THE STATION IS A STANDARD CDOT DISK
 LX7432'STAMPED---D 1029---,
 LX7432'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7432'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 LX7432'22.65 METERS (74.3 FT) SOUTHEAST FROM THE TOP CENTER OF A FIRE
 LX7432'HYDRANT,
 LX7432'2.13 METERS (7.0 FT) WEST-NORTHWEST FROM A CONCRETE CURB,
 LX7432'3.26 METERS (10.7 FT) EAST-SOUTHEAST FROM A CONCRETE CURB AND
 LX7432'26.09 METERS (85.6 FT) NORTH FROM LIGHT POLE NUMBER 9.
 LX7432'
 LX7432'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7432'(NO STAMPING) IN A 1/4 INCH DRILL HOLE
 LX7432'SET INTO THE CONCRETE BASE OF LIGHT POLE NUMBER 8.
 LX7432'IT IS LOCATED
 LX7432'26.18 METERS (85.9 FT) SOUTHEAST FROM THE TOP CENTER OF A FIRE
 LX7432'HYDRANT AND
 LX7432'0.7 METER (2.3 FT) EAST-SOUTHEAST FROM A GRANITE CURB.
 LX7432'MARK IS ABOVE STATION 0.5 METER.
 LX7432'
 LX7432'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7432'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE
 LX7432'SET INTO THE CONCRETE BASE OF LIGHT POLE NUMBER 39.
 LX7432'IT IS LOCATED
 LX7432'32.64 METERS (107.1 FT) SOUTHEAST FROM THE TOP CENTER OF A FIRE
 LX7432'HYDRANT,
 LX7432'17.80 METERS (58.4 FT) NORTH FROM LIGHT POLE NUMBER 9 AND
 LX7432'1.62 METERS (5.3 FT) WEST-NORTHWEST FROM A CONCRETE CURB.
 LX7432'MARK IS BELOW STATION 0.2 METER.
 LX7432'
 LX7432'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7432'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE,
 LX7432'SET INTO THE NORTHEAST CORNER OF A CONCRETE CATCH BASIN.
 LX7432'IT IS LOCATED
 LX7432'19.05 METERS (62.5 FT) WEST FROM THE TOP CENTER OF A FIRE HYDRANT
 LX7432'AND
 LX7432'11.52 METERS (37.8 FT) WEST-NORTHWEST FROM A BITUMINOUS CURB.
 LX7432'MARK IS ABOVE STATION 0.3 METER.
 LX7432'
 LX7432'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7432'STAMPED---6063---,
 LX7432'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7432'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX7432'8.84 METERS (29.0 FT) WEST FROM THE CENTERLINE OF AN ENTRANCE
 LX7432'RAMP,
 LX7432'10.24 METERS (33.6 FT) NORTH-NORTHWEST FROM LIGHT POLE 153 A,
 LX7432'4.51 METERS (14.8 FT) SOUTHEAST FROM LIGHT POLE 128 A AND
 LX7432'3.66 METERS (12.0 FT) NORTH FROM THE CENTERLINE OF AN ELECTRICAL
 LX7432'JUNCTION BOX.
 LX7432'TO REACH AZIMUTH MARK FROM STAMFORD AT THE
 LX7432'INTERSECTION OF INTERSTATE ROUTE 95 (CONNECTICUT TURNPIKE) AND
 LX7432'U.S. ROUTE 1 (MAIN STREET) PROCEED EASTERLY ALONG U.S. ROUTE 1 FOR
 LX7432'0.1 KM (0.04 MI) TO A RAMP ON THE RIGHT.  TAKE RIGHT AND PROCEED
 LX7432'SOUTHERLY AND NORTHEASTERLY ALONG WEST BOUND ENTRANCE RAMP FOR
 LX7432'0.3 KM (0.18 MI) TO THE STATION ON THE LEFT.
 LX7432'
 LX7432'AZIMUTH MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX7432'STAMPED---D 1030---,
 LX7432'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7432'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX7432'25.66 METERS (84.2 FT) EAST FROM LIGHT POLE 23,
 LX7432'17.47 METERS (57.3 FT) SOUTHEAST FROM LIGHT POLE 25,
 LX7432'7.16 METERS (23.5 FT) SOUTH FROM THE CENTERLINE OF A SERVICE AREA
 LX7432'DRIVE AND
 LX7432'0.91 METER (3.0 FT) SOUTH FROM A CONCRETE CURB.
 LX7432'TO REACH AZIMUTH MARK FROM DARIEN AT THE
 LX7432'INTERSECTION OF INTERSTATE ROUTE 95 (CONNECTICUT TURNPIKE)
 LX7432'AND NOROTON AVENUE (EXIT 10) PROCEED SOUTHWESTERLY ALONG
 LX7432'INTERSTATE ROUTE 95 FOR 1.1 KM (0.68 MI) AND BEAR RIGHT INTO A
 LX7432'SERVICE AREA AND THE STATION ON THE RIGHT.
 LX7432'
 LX7432'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7432'
 LX7432'DESCRIBED BY S MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0218 ***********************************************************************
 LX0218  DESIGNATION -  D 12
 LX0218  PID         -  LX0218
 LX0218  STATE/COUNTY-  CT/NEW LONDON
 LX0218  USGS QUAD   -  UNCASVILLE (1984)
 LX0218
 LX0218                         *CURRENT SURVEY CONTROL
 LX0218  ___________________________________________________________________
 LX0218* NAD 83(1986)-  41 26 03.     (N)    072 05 53.     (W)     SCALED    
 LX0218* NAVD 88     -         5.924  (meters)      19.44   (feet)  ADJUSTED  
 LX0218  ___________________________________________________________________
 LX0218  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX0218  DYNAMIC HT  -           5.922 (meters)      19.43  (feet)  COMP
 LX0218  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LX0218
 LX0218  VERT ORDER  -  SECOND    CLASS 0
 LX0218
 LX0218.The horizontal coordinates were scaled from a topographic map and have
 LX0218.an estimated accuracy of +/- 6 seconds.
 LX0218
 LX0218.The orthometric height was determined by differential leveling
 LX0218.and adjusted by the National Geodetic Survey in June 1991..
 LX0218
 LX0218.The geoid height was determined by GEOID03.
 LX0218
 LX0218.The dynamic height is computed by dividing the NAVD 88
 LX0218.geopotential number by the normal gravity value computed on the
 LX0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0218.degrees latitude (g = 980.6199 gals.).
 LX0218
 LX0218.The modeled gravity was interpolated from observed gravity values.
 LX0218
 LX0218;                    North         East    Units  Estimated Accuracy
 LX0218;SPC CT       -   219,330.      359,290.      MT  (+/- 180 meters Scaled)
 LX0218
 LX0218                          SUPERSEDED SURVEY CONTROL
 LX0218
 LX0218  NGVD 29 (??/??/92)    6.216  (m)           20.39   (f) ADJ UNCH    2 0
 LX0218
 LX0218.Superseded values are not recommended for survey control.
 LX0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0218.See file dsdata.txt to determine how the superseded data were derived.
 LX0218
 LX0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL424910(NAD 83)
 LX0218_MARKER: DB = BENCH MARK DISK
 LX0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0218_SP_SET: PIER
 LX0218_STAMPING: D 12 1935
 LX0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0218
 LX0218  HISTORY     - Date     Condition        Report By
 LX0218  HISTORY     - 1935     MONUMENTED       CGS
 LX0218  HISTORY     - 1961     GOOD             NGS
 LX0218  HISTORY     - 1989     GOOD             USPSQD
 LX0218  HISTORY     - 19900325 GOOD             USPSQD
 LX0218  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 LX0218
 LX0218                          STATION DESCRIPTION
 LX0218
 LX0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 LX0218'AT MONTOURVILLE.
 LX0218'AT MONTOURVILLE, NEW LONDON COUNTY, 550 FEET SOUTH OF THE CENTRAL
 LX0218'VERMONT RAILWAY STATION, 100 FEET WEST OF THE PROPERTY LINE OF
 LX0218'THE ROBERT GAIR PAPER CO., AT THE OVERHEAD FOOTBRIDGE OVER
 LX0218'LEADING TO THE PAPER MILL, IN THE WEST SIDE OF THE NORTHWEST PIER
 LX0218'FOUNDATION, 30 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK,
 LX0218'AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.
 LX0218
 LX0218                          STATION RECOVERY (1989)
 LX0218
 LX0218'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0218'RECOVERED IN GOOD CONDITION.
 LX0218
 LX0218                          STATION RECOVERY (1990)
 LX0218
 LX0218'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0218'RECOVERED IN GOOD CONDITION.
 LX0218
 LX0218                          STATION RECOVERY (2002)
 LX0218
 LX0218'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX0218'ACCESS REQUIRES PERMISSION AND ESCORT THROUGH OFFICES OF SMURFIT-STONE
 LX0218'CONTAINER CORP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0808 ***********************************************************************
 LX0808  DESIGNATION -  D 1306
 LX0808  PID         -  LX0808
 LX0808  STATE/COUNTY-  CT/FAIRFIELD
 LX0808  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0808
 LX0808                         *CURRENT SURVEY CONTROL
 LX0808  ___________________________________________________________________
 LX0808* NAD 83(1986)-  41 07 23.     (N)    073 21 15.     (W)     SCALED    
 LX0808* NAVD 88     -        14.017  (meters)      45.99   (feet)  ADJUSTED  
 LX0808  ___________________________________________________________________
 LX0808  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0808  DYNAMIC HT  -          14.013 (meters)      45.97  (feet)  COMP
 LX0808  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 LX0808
 LX0808  VERT ORDER  -  FIRST     CLASS I
 LX0808
 LX0808.The horizontal coordinates were scaled from a topographic map and have
 LX0808.an estimated accuracy of +/- 6 seconds.
 LX0808
 LX0808.The orthometric height was determined by differential leveling
 LX0808.and adjusted by the National Geodetic Survey in June 1991..
 LX0808
 LX0808.The geoid height was determined by GEOID03.
 LX0808
 LX0808.The dynamic height is computed by dividing the NAVD 88
 LX0808.geopotential number by the normal gravity value computed on the
 LX0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0808.degrees latitude (g = 980.6199 gals.).
 LX0808
 LX0808.The modeled gravity was interpolated from observed gravity values.
 LX0808
 LX0808;                    North         East    Units  Estimated Accuracy
 LX0808;SPC CT       -   184,750.      254,060.      MT  (+/- 180 meters Scaled)
 LX0808
 LX0808                          SUPERSEDED SURVEY CONTROL
 LX0808
 LX0808  NGVD 29 (??/??/92)   14.357  (m)           47.10   (f) ADJ UNCH    1 1
 LX0808
 LX0808.Superseded values are not recommended for survey control.
 LX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0808.See file dsdata.txt to determine how the superseded data were derived.
 LX0808
 LX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL381537(NAD 83)
 LX0808_MARKER: DD = SURVEY DISK
 LX0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0808_STAMPING: D 1306 D
 LX0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0808+STABILITY: SURFACE MOTION
 LX0808
 LX0808  HISTORY     - Date     Condition        Report By
 LX0808  HISTORY     - UNK      MONUMENTED       CTDT
 LX0808  HISTORY     - 1965     GOOD             NGS
 LX0808  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0808  HISTORY     - 1984     MARK NOT FOUND   LOCSUR
 LX0808  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0808
 LX0808                          STATION DESCRIPTION
 LX0808
 LX0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0808'0.9 MI E FROM SAUGATUCK.
 LX0808'0.9 MILE EAST ALONG STATE HIGHWAY 136 FROM THE EAST END OF THE
 LX0808'BRIDGE OVER THE SAUGATUCK RIVER, AT THE JUNCTION OF GREENS FARMS
 LX0808'ROAD AND HALES ROAD, 77 1/2 FEET NORTHWEST OF THE NORTHWEST
 LX0808'CORNER OF THE HALES ROAD BRIDGE OVER THE CONNECTICUT TURNPIKE,
 LX0808'49 FEET WEST OF THE CENTER LINE OF HALES ROAD, 15.4 FEET SOUTH
 LX0808'OF THE CENTER LINE OF GREEN FARMS ROAD, 190 FEET SOUTHEAST OF
 LX0808'BENCH MARK C 33 DESCRIBED, SET IN THE TOP OF A CONCRETE POST
 LX0808'FLUSH WITH THE GROUND.
 LX0808
 LX0808                          STATION RECOVERY (1983)
 LX0808
 LX0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0808'MARK NOT FOUND.
 LX0808
 LX0808                          STATION RECOVERY (1984)
 LX0808
 LX0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LX0808'MARK NOT FOUND.
 LX0808
 LX0808                          STATION RECOVERY (1989)
 LX0808
 LX0808'RECOVERY NOTE BY US POWER SQUADRON 1989 (HCA)
 LX0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0860 ***********************************************************************
 LX0860  DESIGNATION -  D 1334
 LX0860  PID         -  LX0860
 LX0860  STATE/COUNTY-  CT/FAIRFIELD
 LX0860  USGS QUAD   -  BRIDGEPORT (1984)
 LX0860
 LX0860                         *CURRENT SURVEY CONTROL
 LX0860  ___________________________________________________________________
 LX0860* NAD 83(1986)-  41 10 36.     (N)    073 10 32.     (W)     SCALED    
 LX0860* NAVD 88     -         5.125  (meters)      16.81   (feet)  ADJUSTED  
 LX0860  ___________________________________________________________________
 LX0860  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0860  DYNAMIC HT  -           5.123 (meters)      16.81  (feet)  COMP
 LX0860  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 LX0860
 LX0860  VERT ORDER  -  FIRST     CLASS I
 LX0860
 LX0860.The horizontal coordinates were scaled from a topographic map and have
 LX0860.an estimated accuracy of +/- 6 seconds.
 LX0860
 LX0860.The orthometric height was determined by differential leveling
 LX0860.and adjusted by the National Geodetic Survey in June 1991..
 LX0860
 LX0860.The geoid height was determined by GEOID03.
 LX0860
 LX0860.The dynamic height is computed by dividing the NAVD 88
 LX0860.geopotential number by the normal gravity value computed on the
 LX0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0860.degrees latitude (g = 980.6199 gals.).
 LX0860
 LX0860.The modeled gravity was interpolated from observed gravity values.
 LX0860
 LX0860;                    North         East    Units  Estimated Accuracy
 LX0860;SPC CT       -   190,620.      269,090.      MT  (+/- 180 meters Scaled)
 LX0860
 LX0860                          SUPERSEDED SURVEY CONTROL
 LX0860
 LX0860  NGVD 29 (??/??/92)    5.46   (m)           17.9    (f) COMPUTED    1 1
 LX0860
 LX0860.Superseded values are not recommended for survey control.
 LX0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0860.See file dsdata.txt to determine how the superseded data were derived.
 LX0860
 LX0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL530599(NAD 83)
 LX0860_MARKER: DD = SURVEY DISK
 LX0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0860_SP_SET: BRIDGE
 LX0860_STAMPING: D 1334
 LX0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0860
 LX0860  HISTORY     - Date     Condition        Report By
 LX0860  HISTORY     - UNK      MONUMENTED       CTDT
 LX0860  HISTORY     - 1965     GOOD             NGS
 LX0860  HISTORY     - 1982     MARK NOT FOUND   NGS
 LX0860  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0860
 LX0860                          STATION DESCRIPTION
 LX0860
 LX0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0860'AT BRIDGEPORT.
 LX0860'AT BRIDGEPORT, 112 FEET WEST OF THE EAST END OF THE STRATFORD AVENUE
 LX0860'BRIDGE OVER YELLOW MILL POND, SET ON THE TOP OF THE NORTH
 LX0860'PEDESTRAIN WALKWAY, 47 1/2 FEET EAST OF THE EAST END OF THE LIFT
 LX0860'SPAN, 11 1/2 FEET EAST OF THE NORTH ONE OF 3 METAL POST SUPPORTING
 LX0860'THE GATES FOR LIFT SPAN, 5.6 FEET NORTH OF THE NORTH CURB OF THE
 LX0860'BRIDGE AND 1 FOOT ABOVE THE AVENUE.
 LX0860
 LX0860                          STATION RECOVERY (1982)
 LX0860
 LX0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0860'MARK NOT FOUND.
 LX0860
 LX0860                          STATION RECOVERY (1985)
 LX0860
 LX0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0860'NOT RECOVERED, A SEARCH FAILED TO FIND ANY INDICATION OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0054 ***********************************************************************
 LX0054  DESIGNATION -  D 14
 LX0054  PID         -  LX0054
 LX0054  STATE/COUNTY-  CT/TOLLAND
 LX0054  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX0054
 LX0054                         *CURRENT SURVEY CONTROL
 LX0054  ___________________________________________________________________
 LX0054* NAD 83(1986)-  41 57 07.     (N)    072 18 07.     (W)     SCALED    
 LX0054* NAVD 88     -       144.607  (meters)     474.43   (feet)  ADJUSTED  
 LX0054  ___________________________________________________________________
 LX0054  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX0054  DYNAMIC HT  -         144.562 (meters)     474.28  (feet)  COMP
 LX0054  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX0054
 LX0054  VERT ORDER  -  SECOND    CLASS 0
 LX0054
 LX0054.The horizontal coordinates were scaled from a topographic map and have
 LX0054.an estimated accuracy of +/- 6 seconds.
 LX0054
 LX0054.The orthometric height was determined by differential leveling
 LX0054.and adjusted by the National Geodetic Survey in June 1991..
 LX0054
 LX0054.The geoid height was determined by GEOID03.
 LX0054
 LX0054.The dynamic height is computed by dividing the NAVD 88
 LX0054.geopotential number by the normal gravity value computed on the
 LX0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0054.degrees latitude (g = 980.6199 gals.).
 LX0054
 LX0054.The modeled gravity was interpolated from observed gravity values.
 LX0054
 LX0054;                    North         East    Units  Estimated Accuracy
 LX0054;SPC CT       -   276,730.      341,950.      MT  (+/- 180 meters Scaled)
 LX0054
 LX0054                          SUPERSEDED SURVEY CONTROL
 LX0054
 LX0054  NGVD 29 (??/??/92)  144.838  (m)          475.19   (f) ADJ UNCH    2 0
 LX0054
 LX0054.Superseded values are not recommended for survey control.
 LX0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0054.See file dsdata.txt to determine how the superseded data were derived.
 LX0054
 LX0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM236479(NAD 83)
 LX0054_MARKER: DB = BENCH MARK DISK
 LX0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0054_SP_SET: CONCRETE WALL
 LX0054_STAMPING: D 14 1935
 LX0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0054
 LX0054  HISTORY     - Date     Condition        Report By
 LX0054  HISTORY     - 1935     MONUMENTED       CGS
 LX0054  HISTORY     - 1943     GOOD             CTDT
 LX0054  HISTORY     - 1943     GOOD             USGS
 LX0054  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0054
 LX0054                          STATION DESCRIPTION
 LX0054
 LX0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0054'0.2 MI S FROM STAFFORD SPRINGS.
 LX0054'ABOUT 0.2 MILE SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0054'STATION AT STAFFORD SPRINGS, TOLLAND COUNTY, ON THE C.H. MOORE
 LX0054'CO. PROPERTY, 40 FEET WEST OF THE COAL STORAGE BINS, IN THE
 LX0054'NORTHEAST CORNER OF THE CONCRETE WALL AROUND THE OIL TANKS,
 LX0054'ABOUT 100 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK, AND
 LX0054'ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LX0054'STAMPED D 14 1935.  NOTE-- AND ABOUT 4 FEET HIGHER THAN TOP OF
 LX0054'RAIL ETC.
 LX0054
 LX0054                          STATION RECOVERY (1943)
 LX0054
 LX0054'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0054'RECOVERED IN GOOD CONDITION.
 LX0054
 LX0054                          STATION RECOVERY (1943)
 LX0054
 LX0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0054'0.2 MILE SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0054'STAFFORD SPRINGS, TOLLAND COUNTY, ON THE C.H. MOORE CO. PROPERTY, 40
 LX0054'FEET WEST OF THE COAL STORAGE BINS, IN THE NORTHEAST CORNER OF THE
 LX0054'CONCRETE WALL AROUND THE OIL TANKS, 100 FEET WEST OF THE CENTER LINE
 LX0054'OF THE MAIN TRACK, AND ABOUT 4 FEET HIGHER THAN THE TOP OF THE RAIL.
 LX0054
 LX0054                          STATION RECOVERY (1989)
 LX0054
 LX0054'RECOVERY NOTE BY US POWER SQUADRON 1989 (REM)
 LX0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0572 ***********************************************************************
 LX0572  DESIGNATION -  D 16
 LX0572  PID         -  LX0572
 LX0572  STATE/COUNTY-  CT/HARTFORD
 LX0572  USGS QUAD   -  MIDDLETOWN (1992)
 LX0572
 LX0572                         *CURRENT SURVEY CONTROL
 LX0572  ___________________________________________________________________
 LX0572* NAD 83(1986)-  41 37 02.     (N)    072 42 42.     (W)     SCALED    
 LX0572* NAVD 88     -         7.219  (meters)      23.68   (feet)  ADJUSTED  
 LX0572  ___________________________________________________________________
 LX0572  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX0572  DYNAMIC HT  -           7.217 (meters)      23.68  (feet)  COMP
 LX0572  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX0572
 LX0572  VERT ORDER  -  SECOND    CLASS 0
 LX0572
 LX0572.The horizontal coordinates were scaled from a topographic map and have
 LX0572.an estimated accuracy of +/- 6 seconds.
 LX0572
 LX0572.The orthometric height was determined by differential leveling
 LX0572.and adjusted by the National Geodetic Survey in June 1991..
 LX0572
 LX0572.The geoid height was determined by GEOID03.
 LX0572
 LX0572.The dynamic height is computed by dividing the NAVD 88
 LX0572.geopotential number by the normal gravity value computed on the
 LX0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0572.degrees latitude (g = 980.6199 gals.).
 LX0572
 LX0572.The modeled gravity was interpolated from observed gravity values.
 LX0572
 LX0572;                    North         East    Units  Estimated Accuracy
 LX0572;SPC CT       -   239,460.      308,000.      MT  (+/- 180 meters Scaled)
 LX0572
 LX0572                          SUPERSEDED SURVEY CONTROL
 LX0572
 LX0572  NGVD 29 (??/??/92)    7.514  (m)           24.65   (f) ADJ UNCH    2 0
 LX0572
 LX0572.Superseded values are not recommended for survey control.
 LX0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0572.See file dsdata.txt to determine how the superseded data were derived.
 LX0572
 LX0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM906098(NAD 83)
 LX0572_MARKER: DB = BENCH MARK DISK
 LX0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0572_SP_SET: BRIDGE SEAT
 LX0572_STAMPING: D 16 1935
 LX0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0572
 LX0572  HISTORY     - Date     Condition        Report By
 LX0572  HISTORY     - 1935     MONUMENTED       CGS
 LX0572  HISTORY     - 1952     GOOD             NGS
 LX0572  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0572
 LX0572                          STATION DESCRIPTION
 LX0572
 LX0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LX0572'AT EAST BERLIN.
 LX0572'AT EAST BERLIN, HARTFORD COUNTY, 500 FEET SOUTH OF THE OLD NEW
 LX0572'YORK, NEW HAVEN AND HARTFORD STATION NOW THE MOHAWK A.C. BUILDING,
 LX0572'800 FEET SOUTH OF A MACADAM GRADE CROSSING, 800 FEET SOUTH OF
 LX0572'THE STANLEY CHECMICAL WORKS, 370 FEET NORTH OF SECTION HOUSE 101,
 LX0572'AT A 100-FOOT SPAN BRIDGE OVER A CREEK, IN THE TOP OF THE
 LX0572'WEST SIDE OF THE NORTH SEAT, 8 FEET WEST OF THE CENTERLINE OF THE
 LX0572'TRACK, AND ABOUT 6 FEET LOWER THAN THE TRACK.
 LX0572
 LX0572                          STATION RECOVERY (1972)
 LX0572
 LX0572'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0691 ***********************************************************************
 LX0691  DESIGNATION -  D 17
 LX0691  PID         -  LX0691
 LX0691  STATE/COUNTY-  CT/LITCHFIELD
 LX0691  USGS QUAD   -  ELLSWORTH (1969)
 LX0691
 LX0691                         *CURRENT SURVEY CONTROL
 LX0691  ___________________________________________________________________
 LX0691* NAD 83(1986)-  41 45 59.     (N)    073 26 05.     (W)     SCALED    
 LX0691* NAVD 88     -       120.800  (meters)     396.32   (feet)  ADJUSTED  
 LX0691  ___________________________________________________________________
 LX0691  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX0691  DYNAMIC HT  -         120.756 (meters)     396.18  (feet)  COMP
 LX0691  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 LX0691
 LX0691  VERT ORDER  -  SECOND    CLASS 0
 LX0691
 LX0691.The horizontal coordinates were scaled from a topographic map and have
 LX0691.an estimated accuracy of +/- 6 seconds.
 LX0691
 LX0691.The orthometric height was determined by differential leveling
 LX0691.and adjusted by the National Geodetic Survey in June 1991..
 LX0691
 LX0691.The geoid height was determined by GEOID03.
 LX0691
 LX0691.The dynamic height is computed by dividing the NAVD 88
 LX0691.geopotential number by the normal gravity value computed on the
 LX0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0691.degrees latitude (g = 980.6199 gals.).
 LX0691
 LX0691.The modeled gravity was interpolated from observed gravity values.
 LX0691
 LX0691;                    North         East    Units  Estimated Accuracy
 LX0691;SPC CT       -   256,250.      247,870.      MT  (+/- 180 meters Scaled)
 LX0691
 LX0691                          SUPERSEDED SURVEY CONTROL
 LX0691
 LX0691  NGVD 29 (??/??/92)  121.052  (m)          397.15   (f) ADJ UNCH    2 0
 LX0691
 LX0691.Superseded values are not recommended for survey control.
 LX0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0691.See file dsdata.txt to determine how the superseded data were derived.
 LX0691
 LX0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM301250(NAD 83)
 LX0691_MARKER: DB = BENCH MARK DISK
 LX0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0691_STAMPING: D 17 1935
 LX0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0691+STABILITY: SURFACE MOTION
 LX0691
 LX0691  HISTORY     - Date     Condition        Report By
 LX0691  HISTORY     - 1935     MONUMENTED       CGS
 LX0691
 LX0691                          STATION DESCRIPTION
 LX0691
 LX0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0691'3.5 MI N FROM KENT.
 LX0691'AT FLANDERS STATION, LITCHFIELD COUNTY, ON THE NEW YORK, NEW
 LX0691'HAVEN AND HARTFORD RAILROAD, 120 FEET SOUTHEAST OF A TWO-STORY
 LX0691'FRAME DWELLING, 45 FEET SOUTH OF ROAD CROSSING 60.75, 25 FEET
 LX0691'WEST OF THE WEST RAIL, AND 3 FEET LOWER THAN THE RAIL.  A
 LX0691'STANDARD DISK, STAMPED D 17 1935 AND SET IN THE TOP OF A
 LX0691'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0560 ***********************************************************************
 LX0560  DESIGNATION -  D 18
 LX0560  PID         -  LX0560
 LX0560  STATE/COUNTY-  CT/HARTFORD
 LX0560  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0560
 LX0560                         *CURRENT SURVEY CONTROL
 LX0560  ___________________________________________________________________
 LX0560* NAD 83(1986)-  41 47 06.     (N)    072 42 34.     (W)     SCALED    
 LX0560* NAVD 88     -        18.986  (meters)      62.29   (feet)  ADJUSTED  
 LX0560  ___________________________________________________________________
 LX0560  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX0560  DYNAMIC HT  -          18.981 (meters)      62.27  (feet)  COMP
 LX0560  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 LX0560
 LX0560  VERT ORDER  -  SECOND    CLASS 0
 LX0560
 LX0560.The horizontal coordinates were scaled from a topographic map and have
 LX0560.an estimated accuracy of +/- 6 seconds.
 LX0560
 LX0560.The orthometric height was determined by differential leveling
 LX0560.and adjusted by the National Geodetic Survey in June 1991..
 LX0560
 LX0560.The geoid height was determined by GEOID03.
 LX0560
 LX0560.The dynamic height is computed by dividing the NAVD 88
 LX0560.geopotential number by the normal gravity value computed on the
 LX0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0560.degrees latitude (g = 980.6199 gals.).
 LX0560
 LX0560.The modeled gravity was interpolated from observed gravity values.
 LX0560
 LX0560;                    North         East    Units  Estimated Accuracy
 LX0560;SPC CT       -   258,090.      308,170.      MT  (+/- 180 meters Scaled)
 LX0560
 LX0560                          SUPERSEDED SURVEY CONTROL
 LX0560
 LX0560  NGVD 29 (??/??/92)   19.20   (m)           63.0    (f) COMPUTED    2 0
 LX0560
 LX0560.Superseded values are not recommended for survey control.
 LX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0560.See file dsdata.txt to determine how the superseded data were derived.
 LX0560
 LX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM903284(NAD 83)
 LX0560_MARKER: DJ = TIDAL STATION DISK
 LX0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0560_STAMPING: D 18 1935
 LX0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0560+STABILITY: SURFACE MOTION
 LX0560
 LX0560  HISTORY     - Date     Condition        Report By
 LX0560  HISTORY     - 1935     MONUMENTED       CGS
 LX0560  HISTORY     - UNK      GOOD             NGS
 LX0560
 LX0560                          STATION DESCRIPTION
 LX0560
 LX0560'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 LX0560'AT HARTFORD.
 LX0560'AT HARTFORD, HARTFORD COUNTY, ON ALBANY AVENUE, ABOUT 350 FEET
 LX0560'WEST OF THE JUNCTION OF SCARBOROUGH ROAD, AT THE EAST ENTRANCE
 LX0560'TO THE HARTFORD ORPHAN ASYLUM CHILDRENS VILLAGE, 15 FEET WEST
 LX0560'OF THE CENTER OF THE ORNAMENTAL STONE GATEWAY, 8 FEET SOUTHWEST
 LX0560'OF THE SOUTHEAST CORNER OF THE WEST GATE, 40 FEET NORTH OF THE
 LX0560'CENTERLINE OF ALBANY AVENUE, 20 FEET NORTH OF STREET LAMP
 LX0560'7256, AND ABOUT 6 INCHES LOWER THAN THE STREET.  A STANDARD
 LX0560'DISK, STAMPED D 18 1935 AND SET IN THE TOP OF A CONCRETE POST
 LX0560'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0718 ***********************************************************************
 LX0718  DESIGNATION -  D 19
 LX0718  PID         -  LX0718
 LX0718  STATE/COUNTY-  CT/LITCHFIELD
 LX0718  USGS QUAD   -  NORFOLK (1969)
 LX0718
 LX0718                         *CURRENT SURVEY CONTROL
 LX0718  ___________________________________________________________________
 LX0718* NAD 83(1986)-  41 59 28.     (N)    073 11 54.     (W)     SCALED    
 LX0718* NAVD 88     -       378.334  (meters)    1241.25   (feet)  ADJUSTED  
 LX0718  ___________________________________________________________________
 LX0718  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX0718  DYNAMIC HT  -         378.199 (meters)    1240.81  (feet)  COMP
 LX0718  MODELED GRAV-     980,253.9   (mgal)                       NAVD 88
 LX0718
 LX0718  VERT ORDER  -  SECOND    CLASS 0
 LX0718
 LX0718.The horizontal coordinates were scaled from a topographic map and have
 LX0718.an estimated accuracy of +/- 6 seconds.
 LX0718
 LX0718.The orthometric height was determined by differential leveling
 LX0718.and adjusted by the National Geodetic Survey in June 1991..
 LX0718
 LX0718.The geoid height was determined by GEOID03.
 LX0718
 LX0718.The dynamic height is computed by dividing the NAVD 88
 LX0718.geopotential number by the normal gravity value computed on the
 LX0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0718.degrees latitude (g = 980.6199 gals.).
 LX0718
 LX0718.The modeled gravity was interpolated from observed gravity values.
 LX0718
 LX0718;                    North         East    Units  Estimated Accuracy
 LX0718;SPC CT       -   281,080.      267,650.      MT  (+/- 180 meters Scaled)
 LX0718
 LX0718                          SUPERSEDED SURVEY CONTROL
 LX0718
 LX0718  NGVD 29 (??/??/92)  378.511  (m)         1241.83   (f) ADJ UNCH    2 0
 LX0718
 LX0718.Superseded values are not recommended for survey control.
 LX0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0718.See file dsdata.txt to determine how the superseded data were derived.
 LX0718
 LX0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM492503(NAD 83)
 LX0718_MARKER: DB = BENCH MARK DISK
 LX0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0718_STAMPING: D 19 1935
 LX0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0718+STABILITY: SURFACE MOTION
 LX0718
 LX0718  HISTORY     - Date     Condition        Report By
 LX0718  HISTORY     - 1935     MONUMENTED       CGS
 LX0718  HISTORY     - 1936     GOOD             NGS
 LX0718  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0718
 LX0718                          STATION DESCRIPTION
 LX0718
 LX0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LX0718'AT NORFOLK.
 LX0718'AT NORFOLK, LITCHFIELD COUNTY, ON THE ABANDONED NEW YORK, NEW
 LX0718'HAVEN AND HARTFORD RAILROAD, 130 FEET NORTHWEST OF THE STATION,
 LX0718'33 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WAITING
 LX0718'PLATOFRM, 60 FEET SOUTH OF A CINDER-ROAD CROSSING, 12 FEET
 LX0718'EAST OF A 14-INCH MAPLE TREE, AND ABOUT 1 FOOT LOWER THAN THE
 LX0718'OLD ROADBED.  A STANDARD DISK, STAMPED D 19 1935 AND SET IN THE
 LX0718'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LX0718'NOTE-- IT WAS REPORTED IN AUGUST 1942 THAT THE RAILS HAVE BEEN
 LX0718'REMOVED AND THE STATION IS USED AS A LAUNDRY.
 LX0718
 LX0718                          STATION RECOVERY (1984)
 LX0718
 LX0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0718'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND,
 LX0718'A NEW POST OFFICE NOW OCCUPIES THE MARK LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6281 ***********************************************************************
 LX6281  DESIGNATION -  D 1932
 LX6281  PID         -  LX6281
 LX6281  STATE/COUNTY-  CT/NEW HAVEN
 LX6281  USGS QUAD   -  GUILFORD (1984)
 LX6281
 LX6281                         *CURRENT SURVEY CONTROL
 LX6281  ___________________________________________________________________
 LX6281* NAD 83(1996)-  41 17 50.20283(N)    072 42 42.72173(W)     ADJUSTED  
 LX6281* NAVD 88     -        33.     (meters)     108.     (feet)  VERTCON   
 LX6281  ___________________________________________________________________
 LX6281  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX6281  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX6281
 LX6281  HORZ ORDER  -  SECOND
 LX6281
 LX6281.The horizontal coordinates were established by classical geodetic methods
 LX6281.and adjusted by the National Geodetic Survey in August 1998..
 LX6281.No horizontal observational check was made to the station.
 LX6281
 LX6281.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6281
 LX6281.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6281
 LX6281.The geoid height was determined by GEOID03.
 LX6281
 LX6281;                    North         East     Units Scale Factor Converg.
 LX6281;SPC CT       -   203,925.508   307,994.439   MT  0.99999161   +0 01 31.0
 LX6281;SPC CT       -   669,045.60  1,010,478.42   sFT  0.99999161   +0 01 31.0
 LX6281;UTM  18      - 4,574,283.954   691,574.919   MT  1.00005169   +1 30 38.0
 LX6281
 LX6281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6281!SPC CT       -   0.99999958  x   0.99999161  =   0.99999119
 LX6281!UTM  18      -   0.99999958  x   1.00005169  =   1.00005127
 LX6281
 LX6281                          SUPERSEDED SURVEY CONTROL
 LX6281
 LX6281  NAD 83(1992)-  41 17 50.20194(N)    072 42 42.72158(W) AD(       ) 2
 LX6281  NAD 83(1986)-  41 17 50.20416(N)    072 42 42.72449(W) AD(       ) 2
 LX6281  NAD 27      -  41 17 49.85927(N)    072 42 44.37810(W) AD(       ) 2
 LX6281  NGVD 29 (07/19/86)   33.     (m)          108.     (f) VERT ANG       
 LX6281
 LX6281.Superseded values are not recommended for survey control.
 LX6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6281.See file dsdata.txt to determine how the superseded data were derived.
 LX6281
 LX6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9157574284(NAD 83)
 LX6281_MARKER: Z = SEE DESCRIPTION
 LX6281_SETTING: 0 = UNSPECIFIED SETTING
 LX6281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6281
 LX6281  HISTORY     - Date     Condition        Report By
 LX6281  HISTORY     - 1976     MONUMENTED       CTDT
 LX6281
 LX6281                          STATION DESCRIPTION
 LX6281
 LX6281'DESCRIBED BY CT DEPT OF TRANSP 1976 (AK)
 LX6281'B.L. D 1932 (CDOT) IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT
 LX6281'OF TRANSPORTATION BRASS BASE LINE DISK, STAMPED D 1932, SET IN THE
 LX6281'TOP OF A REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48
 LX6281'INCHES LONG.  THE TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE
 LX6281'OF THE GROUND.  THE MARK IS 0.8 MILE WEST OF STATION 5091 CTGS
 LX6281'ALONG INTERSTATE 95 (EASTBOUND), 45.8 FEET WEST OF THE CENTER
 LX6281'LINE OF A CATCH BASIN, 27 FEET SOUTH OF THE CENTER LINE OF
 LX6281'INTERSTATE 95 (EASTBOUND), AND 5.1 FEET EAST OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1127 ***********************************************************************
 LW1127  DESIGNATION -  D 20
 LW1127  PID         -  LW1127
 LW1127  STATE/COUNTY-  CT/WINDHAM
 LW1127  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1127
 LW1127                         *CURRENT SURVEY CONTROL
 LW1127  ___________________________________________________________________
 LW1127* NAD 83(1986)-  41 50 21.     (N)    071 51 56.     (W)     SCALED    
 LW1127* NAVD 88     -       102.297  (meters)     335.62   (feet)  ADJUSTED  
 LW1127  ___________________________________________________________________
 LW1127  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LW1127  DYNAMIC HT  -         102.262 (meters)     335.50  (feet)  COMP
 LW1127  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LW1127
 LW1127  VERT ORDER  -  SECOND    CLASS 0
 LW1127
 LW1127.The horizontal coordinates were scaled from a topographic map and have
 LW1127.an estimated accuracy of +/- 6 seconds.
 LW1127
 LW1127.The orthometric height was determined by differential leveling
 LW1127.and adjusted by the National Geodetic Survey in June 1991..
 LW1127
 LW1127.The geoid height was determined by GEOID03.
 LW1127
 LW1127.The dynamic height is computed by dividing the NAVD 88
 LW1127.geopotential number by the normal gravity value computed on the
 LW1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1127.degrees latitude (g = 980.6199 gals.).
 LW1127
 LW1127.The modeled gravity was interpolated from observed gravity values.
 LW1127
 LW1127;                    North         East    Units  Estimated Accuracy
 LW1127;SPC CT       -   264,490.      378,260.      MT  (+/- 180 meters Scaled)
 LW1127
 LW1127                          SUPERSEDED SURVEY CONTROL
 LW1127
 LW1127  NGVD 29 (??/??/92)  102.54   (m)          336.4    (f) COMPUTED    2 0
 LW1127
 LW1127.Superseded values are not recommended for survey control.
 LW1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1127.See file dsdata.txt to determine how the superseded data were derived.
 LW1127
 LW1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG620358(NAD 83)
 LW1127_MARKER: DB = BENCH MARK DISK
 LW1127_SETTING: 80 = SET IN A BOULDER
 LW1127_SP_SET: BOULDER
 LW1127_STAMPING: D 20 1958
 LW1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1127+STABILITY: SURFACE MOTION
 LW1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1127+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW1127
 LW1127  HISTORY     - Date     Condition        Report By
 LW1127  HISTORY     - 1958     MONUMENTED       CGS
 LW1127  HISTORY     - 1988     GOOD             USPSQD
 LW1127  HISTORY     - 20051105 GOOD             GEOCAC
 LW1127
 LW1127                          STATION DESCRIPTION
 LW1127
 LW1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1127'1.2 MI E FROM DAYVILLE.
 LW1127'1.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 LW1127'DAYVILLE, ABOUT MID-WAY BETWEEN THE JUNCTIONS OF GRAVEL ROADS TO
 LW1127'THE SOUTH AND SOUTHWEST, SET IN THE TOP OF A 3-FOOT BY 2-FOOT
 LW1127'EXPOSED PORTION OF A ROCK PROJECTING ABOUT 1/2 FOOT, 46 FEET
 LW1127'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE
 LW1127'CENTER LINE OF GRAVEL ROAD SOUTH, 32 FEET SOUTHEAST OF THE
 LW1127'CENTER LINE OF GRAVEL ROAD SOUTHWEST, 13 1/2 FEET SOUTH-SOUTHWEST
 LW1127'OF POWER POLE 111, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW1127
 LW1127                          STATION RECOVERY (1988)
 LW1127
 LW1127'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1127'RECOVERED IN GOOD CONDITION.
 LW1127
 LW1127                          STATION RECOVERY (2005)
 LW1127
 LW1127'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1127'COORDINATES ARE N41 50 21.1  W071 51 55.5 THE STATION IS 242 DEGREES
 LW1127'FROM POLE 111 OR 100. THERE ARE TWO SETS OF NUMBERS ON THE POLE. IT IS
 LW1127'ALSO 33 FT. WEST OF COOK ROAD WHICH IS NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0873 ***********************************************************************
 LX0873  DESIGNATION -  D 2003
 LX0873  PID         -  LX0873
 LX0873  STATE/COUNTY-  CT/FAIRFIELD
 LX0873  USGS QUAD   -  BRIDGEPORT (1984)
 LX0873
 LX0873                         *CURRENT SURVEY CONTROL
 LX0873  ___________________________________________________________________
 LX0873* NAD 83(1986)-  41 11 05.     (N)    073 08 35.     (W)     SCALED    
 LX0873* NAVD 88     -         4.303  (meters)      14.12   (feet)  ADJUSTED  
 LX0873  ___________________________________________________________________
 LX0873  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0873  DYNAMIC HT  -           4.302 (meters)      14.11  (feet)  COMP
 LX0873  MODELED GRAV-     980,302.5   (mgal)                       NAVD 88
 LX0873
 LX0873  VERT ORDER  -  FIRST     CLASS I
 LX0873
 LX0873.The horizontal coordinates were scaled from a topographic map and have
 LX0873.an estimated accuracy of +/- 6 seconds.
 LX0873
 LX0873.The orthometric height was determined by differential leveling
 LX0873.and adjusted by the National Geodetic Survey in June 1991..
 LX0873
 LX0873.The geoid height was determined by GEOID03.
 LX0873
 LX0873.The dynamic height is computed by dividing the NAVD 88
 LX0873.geopotential number by the normal gravity value computed on the
 LX0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0873.degrees latitude (g = 980.6199 gals.).
 LX0873
 LX0873.The modeled gravity was interpolated from observed gravity values.
 LX0873
 LX0873;                    North         East    Units  Estimated Accuracy
 LX0873;SPC CT       -   191,500.      271,820.      MT  (+/- 180 meters Scaled)
 LX0873
 LX0873                          SUPERSEDED SURVEY CONTROL
 LX0873
 LX0873  NGVD 29 (??/??/92)    4.635  (m)           15.21   (f) ADJ UNCH    1 1
 LX0873
 LX0873.Superseded values are not recommended for survey control.
 LX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0873.See file dsdata.txt to determine how the superseded data were derived.
 LX0873
 LX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL557609(NAD 83)
 LX0873_MARKER: DD = SURVEY DISK
 LX0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0873_STAMPING: D 2003
 LX0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0873+STABILITY: SURFACE MOTION
 LX0873
 LX0873  HISTORY     - Date     Condition        Report By
 LX0873  HISTORY     - UNK      MONUMENTED       CTDT
 LX0873  HISTORY     - 1965     GOOD             NGS
 LX0873  HISTORY     - 1982     MARK NOT FOUND   NGS
 LX0873
 LX0873                          STATION DESCRIPTION
 LX0873
 LX0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0873'AT STRATFORD.
 LX0873'AT STRATFORD, AT THE JUNCTION OF STRATFORD AVENUE AND HONEYSPOT
 LX0873'ROAD, AT THE WEST END OF A ROUNDED CURB BETWEEN THE AVENUE
 LX0873'AND THE ROAD, 4 FEET SOUTH OF THE SOUTH CURB LINE OF STRATFORD
 LX0873'AVE, 27 FEET WEST OF THE WEST CURB OF HONEYSPOT ROAD, 10 FEET
 LX0873'NORTHWEST OF A PEDESTRAIN CROSSING SIGNAL, 1/2 FOOT ABOVE THE
 LX0873'LEVEL OF THE AVENUE, DIRECTLY IN THE CENTER OF SIDEWALK AND
 LX0873'SET IN THE TOP OF A CONCRETE POST WITH SIDEWALK POURED AROUND IT.
 LX0873
 LX0873                          STATION RECOVERY (1982)
 LX0873
 LX0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0817 ***********************************************************************
 LX0817  DESIGNATION -  D 2=156
 LX0817  PID         -  LX0817
 LX0817  STATE/COUNTY-  CT/FAIRFIELD
 LX0817  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0817
 LX0817                         *CURRENT SURVEY CONTROL
 LX0817  ___________________________________________________________________
 LX0817* NAD 83(1986)-  41 07 19.     (N)    073 18 56.     (W)     SCALED    
 LX0817* NAVD 88     -         8.304  (meters)      27.24   (feet)  ADJUSTED  
 LX0817  ___________________________________________________________________
 LX0817  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0817  DYNAMIC HT  -           8.301 (meters)      27.23  (feet)  COMP
 LX0817  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 LX0817
 LX0817  VERT ORDER  -  FIRST     CLASS I
 LX0817
 LX0817.The horizontal coordinates were scaled from a topographic map and have
 LX0817.an estimated accuracy of +/- 6 seconds.
 LX0817
 LX0817.The orthometric height was determined by differential leveling
 LX0817.and adjusted by the National Geodetic Survey in June 1991..
 LX0817
 LX0817.The geoid height was determined by GEOID03.
 LX0817
 LX0817.The dynamic height is computed by dividing the NAVD 88
 LX0817.geopotential number by the normal gravity value computed on the
 LX0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0817.degrees latitude (g = 980.6199 gals.).
 LX0817
 LX0817.The modeled gravity was interpolated from observed gravity values.
 LX0817
 LX0817;                    North         East    Units  Estimated Accuracy
 LX0817;SPC CT       -   184,610.      257,310.      MT  (+/- 180 meters Scaled)
 LX0817
 LX0817                          SUPERSEDED SURVEY CONTROL
 LX0817
 LX0817  NGVD 29 (??/??/92)    8.64   (m)           28.3    (f) COMPUTED    1 1
 LX0817
 LX0817.Superseded values are not recommended for survey control.
 LX0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0817.See file dsdata.txt to determine how the superseded data were derived.
 LX0817
 LX0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL414536(NAD 83)
 LX0817_MARKER: Q = CHISELED SQUARE
 LX0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0817_SP_SET: STONE
 LX0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0817+STABILITY: SURFACE MOTION
 LX0817
 LX0817  HISTORY     - Date     Condition        Report By
 LX0817  HISTORY     - UNK      MONUMENTED       DOD
 LX0817  HISTORY     - 1965     GOOD             NGS
 LX0817  HISTORY     - 1987     GOOD             USPSQD
 LX0817  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0817
 LX0817                          STATION DESCRIPTION
 LX0817
 LX0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0817'AT GREENS FARM.
 LX0817'AT GREENS FARMS, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0817'RAILROAD, ABOUT 6 RAILS WEST AND ACROSS THE TRACKS FROM THE
 LX0817'STATION, SET ON THE TOP OF THE SOUTHWEST CORNER OF THE TOP
 LX0817'STONE AT THE SOUTH END OF THE WEST ABUTMENT OF THE RAILROAD
 LX0817'OVERPASS OVER NEW CREEK ROAD, 16 FEET SOUTH OF THE SOUTH RAIL
 LX0817'OF THE SOUTH ONE OF 4 TRACKS, 3 1/2 FEET SOUTHWEST OF THE
 LX0817'WEST END OF THE SOUTH METAL GUARD RAIL AND ABOUT LEVEL WITH
 LX0817'THE TRACK.
 LX0817
 LX0817                          STATION RECOVERY (1987)
 LX0817
 LX0817'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJT)
 LX0817'RECOVERED IN GOOD CONDITION.
 LX0817
 LX0817                          STATION RECOVERY (1988)
 LX0817
 LX0817'RECOVERY NOTE BY US POWER SQUADRON 1988 (SS)
 LX0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7581 ***********************************************************************
 LX7581  DESIGNATION -  D 2428
 LX7581  PID         -  LX7581
 LX7581  STATE/COUNTY-  CT/FAIRFIELD
 LX7581  USGS QUAD   -  BRIDGEPORT (1984)
 LX7581
 LX7581                         *CURRENT SURVEY CONTROL
 LX7581  ___________________________________________________________________
 LX7581* NAD 83(1996)-  41 11 35.45665(N)    073 08 58.56287(W)     ADJUSTED  
 LX7581* NAVD 88     -        17.2    (meters)      56.     (feet)  VERTCON   
 LX7581  ___________________________________________________________________
 LX7581  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LX7581  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX7581
 LX7581  HORZ ORDER  -  SECOND
 LX7581
 LX7581.The horizontal coordinates were established by classical geodetic methods
 LX7581.and adjusted by the National Geodetic Survey in August 1998..
 LX7581
 LX7581.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7581
 LX7581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7581
 LX7581.The geoid height was determined by GEOID03.
 LX7581
 LX7581;                    North         East     Units Scale Factor Converg.
 LX7581;SPC CT       -   192,441.581   271,278.574   MT  1.00000070   -0 15 53.9
 LX7581;SPC CT       -   631,368.75    890,019.79   sFT  1.00000070   -0 15 53.9
 LX7581;UTM  18      - 4,561,853.029   655,169.772   MT  0.99989633   +1 13 08.1
 LX7581
 LX7581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7581!SPC CT       -   1.00000199  x   1.00000070  =   1.00000269
 LX7581!UTM  18      -   1.00000199  x   0.99989633  =   0.99989832
 LX7581
 LX7581|---------------------------------------------------------------------|
 LX7581| PID    Reference Object                     Distance      Geod. Az  |
 LX7581|                                                           dddmmss.s |
 LX7581| CR9665 D 2428 RM 1                          19.004 METERS 11727     |
 LX7581| CR9666 D 2428 RM 2                          11.624 METERS 21510     |
 LX7581| CR9655 6034                                               2565605.1 |
 LX7581| CR9667 D 2428 RM 3                          18.664 METERS 34939     |
 LX7581|---------------------------------------------------------------------|
 LX7581
 LX7581                          SUPERSEDED SURVEY CONTROL
 LX7581
 LX7581  NAD 83(1992)-  41 11 35.45556(N)    073 08 58.56200(W) AD(       ) 2
 LX7581  NAD 83(1986)-  41 11 35.45920(N)    073 08 58.56800(W) AD(       ) 2
 LX7581  NAD 83(1986)-  41 11 35.45824(N)    073 08 58.56679(W) AD(       ) 2
 LX7581  NGVD 29 (01/16/90)   17.5    (m)           57.     (f) VERT ANG       
 LX7581
 LX7581.Superseded values are not recommended for survey control.
 LX7581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7581.See file dsdata.txt to determine how the superseded data were derived.
 LX7581
 LX7581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5517061853(NAD 83)
 LX7581_MARKER: DD = SURVEY DISK
 LX7581_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7581_SP_SET: PREFABRICATED CONCRETE POST
 LX7581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7581+STABILITY: SURFACE MOTION
 LX7581
 LX7581  HISTORY     - Date     Condition        Report By
 LX7581  HISTORY     - 1982     MONUMENTED
 LX7581  HISTORY     - 19910727 GOOD             USPSQD
 LX7581
 LX7581                          STATION DESCRIPTION
 LX7581
 LX7581'DESCRIBED 1982 (AJK)
 LX7581'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) SOUTHEAST OF
 LX7581'TRUMBULL, 4.0 KM (2.5 MI) EAST OF BRIDGEPORT AND 1.6 KM (1 MI)
 LX7581'SOUTHWEST OF STRATFORD.
 LX7581'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7581'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7581'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7581'
 LX7581'TO REACH THE STATION FROM STRATFORD AT THE INTERSECTION OF
 LX7581'CONNECTICUT ROUTE 113 (MAIN STREET) AND U.S. ROUTE 1
 LX7581'(BARNUM AVENUE) PROCEED WESTERLY ON U.S. ROUTE 1 FOR 1.6 KM
 LX7581'(0.98 MI) TO BOSTON AVENUE ON THE RIGHT.  BEAR RIGHT AND GO WEST
 LX7581'ON U.S. ROUTE 1 FOR 0.2 KM (0.12 MI) TO THE STATION ONN THE RIGHT
 LX7581'AT THE INTERSECTION OF LIGHT STREET.
 LX7581'
 LX7581'THE STATION IS A STANDARD CDOT DISK
 LX7581'STAMPED---D 2428---,
 LX7581'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7581'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7581'16.4 METERS (54 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 1,
 LX7581'8.5 METERS (28 FT) EAST FROM THE CENTERLINE OF LIGHT STREET,
 LX7581'2.86 METERS (9.4 FT) NORTHEAST FROM POWER POLE 1859 AND
 LX7581'0.15 METER (0.5 FT) SOUTH FROM THE SOUTHERLY EDGE OF A CONCRETE
 LX7581'SIDEWALK.
 LX7581'
 LX7581'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A CHISELED TRIANGLE
 LX7581'SET IN THE WESTERLY METAL RIM OF A MANHOLE.
 LX7581'IT IS LOCATED
 LX7581'25.0 METERS (82 FT) EAST FROM THE CENTERLINE OF LIGHT STREET,
 LX7581'19.78 METERS (64.9 FT) EAST-SOUTHEAST FROM POWER POLE 1859,
 LX7581'8.99 METERS (29.5 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 1
 LX7581'AND
 LX7581'3.35 METERS (11.7 FT) WEST FROM THE WESTERLY RANGE OF A TWO STORY
 LX7581'FRAME HOUSE NUMBER 80,82.
 LX7581'MARK IS BELOW STATION 0.1 METER.
 LX7581'
 LX7581'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A CHISELED CROSS
 LX7581'SET IN THE NORTHERLY METAL RIM OF A MANHOLE.
 LX7581'IT IS LOCATED
 LX7581'0.61 METER (2.0 FT) EAST FROM THE CENTERLINE OF LIGHT STREET,
 LX7581'6.71 METERS (22 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 1 AND
 LX7581'8.53 METERS (28.0 FT) SOUTHWEST FROM POWER POLE 1859.
 LX7581'MARK IS LEVEL WITH STATION.
 LX7581'
 LX7581'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A TROLLEY SPIKE
 LX7581'SET IN A 46 CM OAK TREE SET 1.0 METER ABOVE THE GROUND.
 LX7581'IT IS LOCATED
 LX7581'34.7 METERS (114 FT) NORTH FROM THE CENTERLINE OF U.S. ROUTE 1,
 LX7581'20.63 METERS (67.7 FT) NORTH FROM POWER POLE 1859 AND
 LX7581'5.7 METERS (19.0 FT) EAST FROM THE CENTERLINE OF LIGHT STREET.
 LX7581'MARK IS ABOVE STATION 1.2 METERS.
 LX7581'
 LX7581'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7581'STAMPED---6034---,
 LX7581'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7581'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX7581'43.6 METERS (143 FT) WEST FROM THE CENTERLINE OF BRUCE AVENUE,
 LX7581'13.11 METERS (43.0 FT) NORTHWEST FROM POWER POLE 4196,
 LX7581'9.24 METERS (30.3 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 1
 LX7581'AND
 LX7581'4.51 METERS (14.8 FT) WEST FROM THE STRATFORD TOWN LINE.
 LX7581'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WESTERLY ALONG U.S.
 LX7581'ROUTE 1 FOR 0.3 KM (0.20 MI) TO THE STATION ON THE LEFT.
 LX7581'
 LX7581'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7581'
 LX7581'DESCRIBED BY S MCCUSKER.
 LX7581
 LX7581                          STATION RECOVERY (1991)
 LX7581
 LX7581'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX7581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0887 ***********************************************************************
 LX0887  DESIGNATION -  D 288
 LX0887  PID         -  LX0887
 LX0887  STATE/COUNTY-  CT/NEW HAVEN
 LX0887  USGS QUAD   -  MILFORD (1984)
 LX0887
 LX0887                         *CURRENT SURVEY CONTROL
 LX0887  ___________________________________________________________________
 LX0887* NAD 83(1986)-  41 12 08.     (N)    073 06 04.     (W)     SCALED    
 LX0887* NAVD 88     -         9.570  (meters)      31.40   (feet)  ADJUSTED  
 LX0887  ___________________________________________________________________
 LX0887  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0887  DYNAMIC HT  -           9.567 (meters)      31.39  (feet)  COMP
 LX0887  MODELED GRAV-     980,308.4   (mgal)                       NAVD 88
 LX0887
 LX0887  VERT ORDER  -  FIRST     CLASS I
 LX0887
 LX0887.The horizontal coordinates were scaled from a topographic map and have
 LX0887.an estimated accuracy of +/- 6 seconds.
 LX0887
 LX0887.The orthometric height was determined by differential leveling
 LX0887.and adjusted by the National Geodetic Survey in June 1991..
 LX0887.WARNING-Repeat measurements at this control monument indicate possible
 LX0887.vertical movement.
 LX0887
 LX0887.The geoid height was determined by GEOID03.
 LX0887
 LX0887.The dynamic height is computed by dividing the NAVD 88
 LX0887.geopotential number by the normal gravity value computed on the
 LX0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0887.degrees latitude (g = 980.6199 gals.).
 LX0887
 LX0887.The modeled gravity was interpolated from observed gravity values.
 LX0887
 LX0887;                    North         East    Units  Estimated Accuracy
 LX0887;SPC CT       -   193,430.      275,350.      MT  (+/- 180 meters Scaled)
 LX0887
 LX0887                          SUPERSEDED SURVEY CONTROL
 LX0887
 LX0887  NGVD 29 (??/??/92)    9.92   (m)           32.5    (f) COMPUTED    1 1
 LX0887
 LX0887.Superseded values are not recommended for survey control.
 LX0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0887.See file dsdata.txt to determine how the superseded data were derived.
 LX0887
 LX0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL592629(NAD 83)
 LX0887_MARKER: DB = BENCH MARK DISK
 LX0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0887_STAMPING: D 288
 LX0887_MARK LOGO: CTDT  
 LX0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0887+STABILITY: SURFACE MOTION
 LX0887
 LX0887  HISTORY     - Date     Condition        Report By
 LX0887  HISTORY     - UNK      MONUMENTED       CTDT
 LX0887  HISTORY     - 1965     GOOD             NGS
 LX0887  HISTORY     - 1985     GOOD             NGS
 LX0887
 LX0887                          STATION DESCRIPTION
 LX0887
 LX0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0887'AT DEVON.
 LX0887'AT DEVON, ABOUT 75 YARDS EAST OF THE INTERSECTION OF NAUGATUCK
 LX0887'AVENUE AND U.S. HIGHWAY 1 (BRIDGEPORT AVENUE), 25 1/2 FEET WEST OF
 LX0887'THE EXTENDED CENTER LINE OF HAZLEWOOD AVENUE, 3.3 FEET SOUTH OF
 LX0887'THE SOUTH CURB OF THE HIGHWAY, 1.1 FEET NORTH OF THE NORTH
 LX0887'EDGE OF A SIDEWALK, IN A BLACK TOPPED AREA WHICH IS PAINTED
 LX0887'GREEN, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP
 LX0887'OF A CONCRETE POST PROJECTING 1 INCH ABOVE BLACK TOPPED AREA.
 LX0887
 LX0887                          STATION RECOVERY (1985)
 LX0887
 LX0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0896 ***********************************************************************
 LX0896  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0896  DESIGNATION -  D 3
 LX0896  PID         -  LX0896
 LX0896  STATE/COUNTY-  CT/NEW HAVEN
 LX0896  USGS QUAD   -  MILFORD (1984)
 LX0896
 LX0896                         *CURRENT SURVEY CONTROL
 LX0896  ___________________________________________________________________
 LX0896* NAD 83(1986)-  41 13 24.     (N)    073 03 26.     (W)     SCALED    
 LX0896* NAVD 88     -        11.042  (meters)      36.23   (feet)  ADJUSTED  
 LX0896  ___________________________________________________________________
 LX0896  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0896  DYNAMIC HT  -          11.038 (meters)      36.21  (feet)  COMP
 LX0896  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX0896
 LX0896  VERT ORDER  -  FIRST     CLASS I
 LX0896
 LX0896.The horizontal coordinates were scaled from a topographic map and have
 LX0896.an estimated accuracy of +/- 6 seconds.
 LX0896
 LX0896.The orthometric height was determined by differential leveling
 LX0896.and adjusted by the National Geodetic Survey in June 1991..
 LX0896
 LX0896.This Tidal Bench Mark is designated as VM 2286
 LX0896.by the Center for Operational Oceanographic Products and Services.
 LX0896
 LX0896.The geoid height was determined by GEOID03.
 LX0896
 LX0896.The dynamic height is computed by dividing the NAVD 88
 LX0896.geopotential number by the normal gravity value computed on the
 LX0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0896.degrees latitude (g = 980.6199 gals.).
 LX0896
 LX0896.The modeled gravity was interpolated from observed gravity values.
 LX0896
 LX0896;                    North         East    Units  Estimated Accuracy
 LX0896;SPC CT       -   195,760.      279,040.      MT  (+/- 180 meters Scaled)
 LX0896
 LX0896                          SUPERSEDED SURVEY CONTROL
 LX0896
 LX0896  NGVD 29 (??/??/92)   11.37   (m)           37.3    (f) COMPUTED    1 1
 LX0896
 LX0896.Superseded values are not recommended for survey control.
 LX0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0896.See file dsdata.txt to determine how the superseded data were derived.
 LX0896
 LX0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL628653(NAD 83)
 LX0896_MARKER: DB = BENCH MARK DISK
 LX0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0896_SP_SET: OVERPASS
 LX0896_STAMPING: ELEV 37.310 FT D 3 1922
 LX0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0896
 LX0896  HISTORY     - Date     Condition        Report By
 LX0896  HISTORY     - 1922     MONUMENTED       CGS
 LX0896  HISTORY     - 1965     GOOD             NGS
 LX0896  HISTORY     - 1988     GOOD             USPSQD
 LX0896
 LX0896                          STATION DESCRIPTION
 LX0896
 LX0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0896'AT MILFORD.
 LX0896'AT MILFORD, ABOUT 0.1 MILE EAST OF THE NY, NH AND H. RAILROAD
 LX0896'STATION AT MILFORD, SET IN THE TOP OF THE SOUTH END OF THE
 LX0896'WEST HEAD WALL OF THE RAILROAD OVERPASS OVER RIVER STREET, 14 1/2
 LX0896'FEET EAST OF ELECTRIC TOWER NO. 913, 5 FEET SOUTH OF THE SOUTH
 LX0896'RAIL, 3 FEET NORTH OF THE SOUTH END OF THE ABUTMENT AND 1 FOOT
 LX0896'BELOW THE LEVEL OF THE TRACK.
 LX0896
 LX0896                          STATION RECOVERY (1988)
 LX0896
 LX0896'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6223 ***********************************************************************
 LX6223  DESIGNATION -  D 3008
 LX6223  PID         -  LX6223
 LX6223  STATE/COUNTY-  CT/NEW HAVEN
 LX6223  USGS QUAD   -  CLINTON (1984)
 LX6223
 LX6223                         *CURRENT SURVEY CONTROL
 LX6223  ___________________________________________________________________
 LX6223* NAD 83(1996)-  41 17 16.31649(N)    072 37 23.44821(W)     ADJUSTED  
 LX6223* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 LX6223  ___________________________________________________________________
 LX6223  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6223  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX6223
 LX6223  HORZ ORDER  -  SECOND
 LX6223
 LX6223.The horizontal coordinates were established by classical geodetic methods
 LX6223.and adjusted by the National Geodetic Survey in August 1998..
 LX6223.No horizontal observational check was made to the station.
 LX6223
 LX6223.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6223
 LX6223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6223
 LX6223.The geoid height was determined by GEOID03.
 LX6223
 LX6223;                    North         East     Units Scale Factor Converg.
 LX6223;SPC CT       -   202,887.217   315,423.985   MT  0.99999229   +0 05 02.7
 LX6223;SPC CT       -   665,639.14  1,034,853.52   sFT  0.99999229   +0 05 02.7
 LX6223;UTM  18      - 4,573,438.487   699,029.456   MT  1.00008754   +1 34 07.8
 LX6223
 LX6223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6223!SPC CT       -   1.00000337  x   0.99999229  =   0.99999566
 LX6223!UTM  18      -   1.00000337  x   1.00008754  =   1.00009091
 LX6223
 LX6223                          SUPERSEDED SURVEY CONTROL
 LX6223
 LX6223  NAD 83(1992)-  41 17 16.31560(N)    072 37 23.44803(W) AD(       ) 2
 LX6223  NAD 83(1986)-  41 17 16.31777(N)    072 37 23.45108(W) AD(       ) 2
 LX6223  NAD 27      -  41 17 15.97117(N)    072 37 25.11276(W) AD(       ) 2
 LX6223  NGVD 29 (07/19/86)    9.     (m)           30.     (f) VERT ANG       
 LX6223
 LX6223.Superseded values are not recommended for survey control.
 LX6223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6223.See file dsdata.txt to determine how the superseded data were derived.
 LX6223
 LX6223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9902973438(NAD 83)
 LX6223_MARKER: Z = SEE DESCRIPTION
 LX6223_SETTING: 0 = UNSPECIFIED SETTING
 LX6223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6223
 LX6223  HISTORY     - Date     Condition        Report By
 LX6223  HISTORY     - 1976     MONUMENTED       CTDT
 LX6223
 LX6223                          STATION DESCRIPTION
 LX6223
 LX6223'DESCRIBED BY CT DEPT OF TRANSP 1976 (AK)
 LX6223'MARK IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT OF TRANSPORTATION
 LX6223'BRONZE BASE LINE DISK, STAMPED D-3008, SET IN THE TOP OF A
 LX6223'REINFORCED CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES
 LX6223'LONG.  THE TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE OF THE
 LX6223'GROUND.  THE MARK IS 0.2 MILE EASTERLY ALONG FORT PATH ROAD,
 LX6223'111.5 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 156,
 LX6223'92.0 FEET NORTH OF THE NORTHEAST CORNER OF A 1 STORY FRAME
 LX6223'HOUSE NUMBERED 236, 66.3 FEET EAST OF THE MOST EASTERLY
 LX6223'EDGE OF THE MOST EASTERLY EDGE OF THE TWO TRAFFIC ISLANDS,
 LX6223'54.5 FEET SOUTHEAST OF A 10 INCH PINE TREE, 28 FEET
 LX6223'SOUTH OF THE CENTER LINE OF THE ON RAMP, 19.7 FEET NORTH OF
 LX6223'A ANGLE POINT IN A WIRE FENCE, AND 10.6 FEET SOUTH OF THE
 LX6223'BITUMINOUS CURBING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6219 ***********************************************************************
 LX6219  DESIGNATION -  D 3012
 LX6219  PID         -  LX6219
 LX6219  STATE/COUNTY-  CT/NEW HAVEN
 LX6219  USGS QUAD   -  CLINTON (1984)
 LX6219
 LX6219                         *CURRENT SURVEY CONTROL
 LX6219  ___________________________________________________________________
 LX6219* NAD 83(1996)-  41 17 16.13242(N)    072 36 53.96189(W)     ADJUSTED  
 LX6219* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 LX6219  ___________________________________________________________________
 LX6219  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX6219  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX6219
 LX6219  HORZ ORDER  -  SECOND
 LX6219
 LX6219.The horizontal coordinates were established by classical geodetic methods
 LX6219.and adjusted by the National Geodetic Survey in August 1998..
 LX6219.No horizontal observational check was made to the station.
 LX6219
 LX6219.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6219
 LX6219.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6219
 LX6219.The geoid height was determined by GEOID03.
 LX6219
 LX6219;                    North         East     Units Scale Factor Converg.
 LX6219;SPC CT       -   202,882.578   316,110.102   MT  0.99999230   +0 05 22.3
 LX6219;SPC CT       -   665,623.92  1,037,104.56   sFT  0.99999230   +0 05 22.3
 LX6219;UTM  18      - 4,573,451.629   699,715.529   MT  1.00009090   +1 34 27.3
 LX6219
 LX6219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6219!SPC CT       -   1.00000337  x   0.99999230  =   0.99999567
 LX6219!UTM  18      -   1.00000337  x   1.00009090  =   1.00009427
 LX6219
 LX6219                          SUPERSEDED SURVEY CONTROL
 LX6219
 LX6219  NAD 83(1992)-  41 17 16.13152(N)    072 36 53.96171(W) AD(       ) 2
 LX6219  NAD 83(1986)-  41 17 16.13367(N)    072 36 53.96480(W) AD(       ) 2
 LX6219  NAD 27      -  41 17 15.78680(N)    072 36 55.62743(W) AD(       ) 2
 LX6219  NGVD 29 (07/19/86)    9.     (m)           30.     (f) VERT ANG       
 LX6219
 LX6219.Superseded values are not recommended for survey control.
 LX6219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6219.See file dsdata.txt to determine how the superseded data were derived.
 LX6219
 LX6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9971673452(NAD 83)
 LX6219_MARKER: Z = SEE DESCRIPTION
 LX6219_SETTING: 0 = UNSPECIFIED SETTING
 LX6219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6219
 LX6219  HISTORY     - Date     Condition        Report By
 LX6219  HISTORY     - 1976     MONUMENTED       CTDT
 LX6219
 LX6219                          STATION DESCRIPTION
 LX6219
 LX6219'DESCRIBED BY CT DEPT OF TRANSP 1976 (AK)
 LX6219'MARK IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT OF TRANSPORTATION
 LX6219'BRONZE DISK, STAMPED D-3012, SET IN THE TOP OF A REINFORCED
 LX6219'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE
 LX6219'TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 LX6219'MARK IS 0.1 MILE SOUTHWESTERLY OF STATION 5087 CTGS ALONG
 LX6219'INTERSTATE 95 (SOUTHBOUND), 182 FEET SOUTHWEST OF THE END
 LX6219'BARRIER RAIL POST, 82.5 FEET NORTH OF A CHAIN LINK FENCE, 73.0
 LX6219'FEET SOUTHEAST OF THE END OF THE BITUMINOUS CURB, 69 FEET
 LX6219'NORTHEAST OF A 4 INCH JUNIPER TREE, AND 42 FEET SOUTH OF THE
 LX6219'CENTER LINE OF INTERSTATE 95 (NORTHBOUND).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6220 ***********************************************************************
 LX6220  DESIGNATION -  D 3093
 LX6220  PID         -  LX6220
 LX6220  STATE/COUNTY-  CT/NEW HAVEN
 LX6220  USGS QUAD   -  CLINTON (1984)
 LX6220
 LX6220                         *CURRENT SURVEY CONTROL
 LX6220  ___________________________________________________________________
 LX6220* NAD 83(1996)-  41 17 17.71823(N)    072 37 01.32424(W)     ADJUSTED  
 LX6220* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LX6220  ___________________________________________________________________
 LX6220  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX6220  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX6220
 LX6220  HORZ ORDER  -  SECOND
 LX6220
 LX6220.The horizontal coordinates were established by classical geodetic methods
 LX6220.and adjusted by the National Geodetic Survey in August 1998..
 LX6220.No horizontal observational check was made to the station.
 LX6220
 LX6220.The orthometric height was scaled from a topographic map.
 LX6220
 LX6220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6220
 LX6220.The geoid height was determined by GEOID03.
 LX6220
 LX6220;                    North         East     Units Scale Factor Converg.
 LX6220;SPC CT       -   202,931.234   315,938.715   MT  0.99999226   +0 05 17.4
 LX6220;SPC CT       -   665,783.56  1,036,542.27   sFT  0.99999226   +0 05 17.4
 LX6220;UTM  18      - 4,573,495.832   699,542.921   MT  1.00009005   +1 34 22.5
 LX6220
 LX6220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6220!SPC CT       -   1.00000368  x   0.99999226  =   0.99999594
 LX6220!UTM  18      -   1.00000368  x   1.00009005  =   1.00009373
 LX6220
 LX6220                          SUPERSEDED SURVEY CONTROL
 LX6220
 LX6220  NAD 83(1992)-  41 17 17.71734(N)    072 37 01.32405(W) AD(       ) 2
 LX6220  NAD 83(1986)-  41 17 17.71949(N)    072 37 01.32714(W) AD(       ) 2
 LX6220  NAD 27      -  41 17 17.37271(N)    072 37 02.98950(W) AD(       ) 2
 LX6220
 LX6220.Superseded values are not recommended for survey control.
 LX6220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6220.See file dsdata.txt to determine how the superseded data were derived.
 LX6220
 LX6220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9954373496(NAD 83)
 LX6220_MARKER: Z = SEE DESCRIPTION
 LX6220_SETTING: 0 = UNSPECIFIED SETTING
 LX6220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6220
 LX6220  HISTORY     - Date     Condition        Report By
 LX6220  HISTORY     - 1976     MONUMENTED       CTDT
 LX6220
 LX6220                          STATION DESCRIPTION
 LX6220
 LX6220'DESCRIBED BY CT DEPT OF TRANSP 1976 (AK)
 LX6220'THE STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF THE
 LX6220'CENTER OF KILLINGWORTH, 3-1/2 MILES EAST OF THE CENTER OF
 LX6220'GILFORD, AND 1-1/4 MILES NORTHWEST OF THE CENTER OF MADISON.
 LX6220'
 LX6220'TO REACH THE STATION FROM MADISON AT THE INTERSECTION OF
 LX6220'CONNECTICUT ROUTE 79 AND INTERSTATE 95, (INTERCHANGE 61), GO
 LX6220'WESTERLY ON INTERSTATE 95 FOR 0.80 MILE TO THE STATION.
 LX6220'
 LX6220'MARK IS A DRILL HOLE IN A CONNECTICUT DEPARTMENT OF
 LX6220'TRANSPORTATION BRONZE DISK, STAMPED D-3093, SET IN THE TOP OF
 LX6220'A REINFORCED CONCRETE POST.  THE TOP OF THE MONUMENT IS FLUSH
 LX6220'WITH THE SURFACE OF THE GROUND.  IT IS 105.5 FEET WEST OF
 LX6220'HIGHWAY SIGN AND 3.3 FEET NORTH OF THE BITUMINOUS CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0867 ***********************************************************************
 LX0867  DESIGNATION -  D 31
 LX0867  PID         -  LX0867
 LX0867  STATE/COUNTY-  CT/FAIRFIELD
 LX0867  USGS QUAD   -  BRIDGEPORT (1984)
 LX0867
 LX0867                         *CURRENT SURVEY CONTROL
 LX0867  ___________________________________________________________________
 LX0867* NAD 83(1986)-  41 09 46.     (N)    073 08 08.     (W)     SCALED    
 LX0867* NAVD 88     -         1.216  (meters)       3.99   (feet)  ADJUSTED  
 LX0867  ___________________________________________________________________
 LX0867  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0867  DYNAMIC HT  -           1.216 (meters)       3.99  (feet)  COMP
 LX0867  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 LX0867
 LX0867  VERT ORDER  -  FIRST     CLASS I
 LX0867
 LX0867.This mark is at Igor I Sikorsky Mem Airport (BDR)
 LX0867
 LX0867.The horizontal coordinates were scaled from a topographic map and have
 LX0867.an estimated accuracy of +/- 6 seconds.
 LX0867
 LX0867.The orthometric height was determined by differential leveling
 LX0867.and adjusted by the National Geodetic Survey in June 1991..
 LX0867
 LX0867.The geoid height was determined by GEOID03.
 LX0867
 LX0867.The dynamic height is computed by dividing the NAVD 88
 LX0867.geopotential number by the normal gravity value computed on the
 LX0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0867.degrees latitude (g = 980.6199 gals.).
 LX0867
 LX0867.The modeled gravity was interpolated from observed gravity values.
 LX0867
 LX0867;                    North         East    Units  Estimated Accuracy
 LX0867;SPC CT       -   189,060.      272,440.      MT  (+/- 180 meters Scaled)
 LX0867
 LX0867                          SUPERSEDED SURVEY CONTROL
 LX0867
 LX0867  NGVD 29 (??/??/92)    1.545  (m)            5.07   (f) ADJ UNCH    1 1
 LX0867
 LX0867.Superseded values are not recommended for survey control.
 LX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0867.See file dsdata.txt to determine how the superseded data were derived.
 LX0867
 LX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL564585(NAD 83)
 LX0867_MARKER: DB = BENCH MARK DISK
 LX0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0867_SP_SET: CULVERT
 LX0867_STAMPING: D 31 1963
 LX0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0867
 LX0867  HISTORY     - Date     Condition        Report By
 LX0867  HISTORY     - 1963     MONUMENTED       CGS
 LX0867  HISTORY     - 1965     GOOD             NGS
 LX0867  HISTORY     - 1974     GOOD             NGS
 LX0867  HISTORY     - 1982     GOOD             NGS
 LX0867  HISTORY     - 1985     GOOD             USPSQD
 LX0867
 LX0867                          STATION DESCRIPTION
 LX0867
 LX0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0867'AT BRIDGEPORT AIRPORT.
 LX0867'AT THE BRIDGEPORT MUNICIPAL AIRPORT, ALONG GREAT MEADOW ROAD,
 LX0867'AT THE MAIN ENTRANCE TO THE AIRPORT, SET ON THE TOP OF THE
 LX0867'SOUTHWEST CONCRETE HEADWALL OF A LARGE DOUBLE BOX TYPE CULVERT
 LX0867'UNDER GREAT MEADOW ROAD FOR A TIDAL STREAM.  40-1/2 FEET SOUTHWEST
 LX0867'OF THE CENTERLINE OF THE ROAD, 130 YARDS NORTHWEST OF THE CENTER
 LX0867'OF THE JUNCTION OF THE MAIN ENTRANCE ROAD TO AIRPORT AND GREAT
 LX0867'MEADOW ROAD, 0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 LX0867'HEADWALL AND ABOUT 8 FEET BELOW THE LEVEL OF THE ROAD.
 LX0867
 LX0867                          STATION RECOVERY (1974)
 LX0867
 LX0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LX0867'RECOVERED IN GOOD CONDITION.
 LX0867
 LX0867                          STATION RECOVERY (1982)
 LX0867
 LX0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0867'RECOVERED IN GOOD CONDITION.
 LX0867
 LX0867                          STATION RECOVERY (1985)
 LX0867
 LX0867'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0867'THAT AIRPORT IS NOW CALLED 'IGOR SIKORSKY MEMORIAL AIRPORT'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1178 ***********************************************************************
 LX1178  DESIGNATION -  D 32
 LX1178  PID         -  LX1178
 LX1178  STATE/COUNTY-  CT/FAIRFIELD
 LX1178  USGS QUAD   -  STAMFORD (1984)
 LX1178
 LX1178                         *CURRENT SURVEY CONTROL
 LX1178  ___________________________________________________________________
 LX1178* NAD 83(1986)-  41 02 21.     (N)    073 32 51.     (W)     SCALED    
 LX1178* NAVD 88     -         8.085  (meters)      26.53   (feet)  ADJUSTED  
 LX1178  ___________________________________________________________________
 LX1178  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX1178  DYNAMIC HT  -           8.082 (meters)      26.52  (feet)  COMP
 LX1178  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 LX1178
 LX1178  VERT ORDER  -  FIRST     CLASS I
 LX1178
 LX1178.The horizontal coordinates were scaled from a topographic map and have
 LX1178.an estimated accuracy of +/- 6 seconds.
 LX1178
 LX1178.The orthometric height was determined by differential leveling
 LX1178.and adjusted by the National Geodetic Survey in June 1991..
 LX1178
 LX1178.The geoid height was determined by GEOID03.
 LX1178
 LX1178.The dynamic height is computed by dividing the NAVD 88
 LX1178.geopotential number by the normal gravity value computed on the
 LX1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1178.degrees latitude (g = 980.6199 gals.).
 LX1178
 LX1178.The modeled gravity was interpolated from observed gravity values.
 LX1178
 LX1178;                    North         East    Units  Estimated Accuracy
 LX1178;SPC CT       -   175,570.      237,740.      MT  (+/- 180 meters Scaled)
 LX1178
 LX1178                          SUPERSEDED SURVEY CONTROL
 LX1178
 LX1178  NGVD 29 (??/??/92)    8.420  (m)           27.62   (f) ADJ UNCH    1 1
 LX1178
 LX1178.Superseded values are not recommended for survey control.
 LX1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1178.See file dsdata.txt to determine how the superseded data were derived.
 LX1178
 LX1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL220441(NAD 83)
 LX1178_MARKER: DB = BENCH MARK DISK
 LX1178_SETTING: 66 = SET IN ROCK OUTCROP
 LX1178_SP_SET: BEDROCK
 LX1178_STAMPING: D 32 1965
 LX1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1178+STABILITY: POSITION/ELEVATION WELL
 LX1178
 LX1178  HISTORY     - Date     Condition        Report By
 LX1178  HISTORY     - 1965     MONUMENTED       CGS
 LX1178  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX1178  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX1178
 LX1178                          STATION DESCRIPTION
 LX1178
 LX1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1178'1.5 MI SW FROM STAMFORD.
 LX1178'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX1178'OF ATLANTIC AVENUE AT STAMFORD, THENCE 0.5 MILE SOUTH ALONG
 LX1178'FAIRFIELD AVENUE, THENCE 0.2 MILE EAST ALONG SELLER STREET,
 LX1178'THENCE 0.05 MILE SOUTH ALONG SOUTHFIELD AVENUE, AT THE ENTRANCE
 LX1178'TO THE MT. VERNON DIE CORP., SET ON THE TOP OF A 14-BY-7-FOOT
 LX1178'EXPOSED BEDROCK, 68 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE
 LX1178'TO THE BUILDING AND ABOUT 3 FEET ABOVE THE LEVEL OF THE AVENUE.
 LX1178
 LX1178                          STATION RECOVERY (1983)
 LX1178
 LX1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1178'MARK NOT FOUND.
 LX1178
 LX1178                          STATION RECOVERY (1987)
 LX1178
 LX1178'RECOVERY NOTE BY US POWER SQUADRON 1987 (SFM)
 LX1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0811 ***********************************************************************
 LX0811  DESIGNATION -  D 33
 LX0811  PID         -  LX0811
 LX0811  STATE/COUNTY-  CT/FAIRFIELD
 LX0811  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0811
 LX0811                         *CURRENT SURVEY CONTROL
 LX0811  ___________________________________________________________________
 LX0811* NAD 83(1986)-  41 07 24.     (N)    073 20 45.     (W)     SCALED    
 LX0811* NAVD 88     -        11.714  (meters)      38.43   (feet)  ADJUSTED  
 LX0811  ___________________________________________________________________
 LX0811  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0811  DYNAMIC HT  -          11.710 (meters)      38.42  (feet)  COMP
 LX0811  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LX0811
 LX0811  VERT ORDER  -  FIRST     CLASS I
 LX0811
 LX0811.The horizontal coordinates were scaled from a topographic map and have
 LX0811.an estimated accuracy of +/- 6 seconds.
 LX0811
 LX0811.The orthometric height was determined by differential leveling
 LX0811.and adjusted by the National Geodetic Survey in June 1991..
 LX0811
 LX0811.The geoid height was determined by GEOID03.
 LX0811
 LX0811.The dynamic height is computed by dividing the NAVD 88
 LX0811.geopotential number by the normal gravity value computed on the
 LX0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0811.degrees latitude (g = 980.6199 gals.).
 LX0811
 LX0811.The modeled gravity was interpolated from observed gravity values.
 LX0811
 LX0811;                    North         East    Units  Estimated Accuracy
 LX0811;SPC CT       -   184,780.      254,760.      MT  (+/- 180 meters Scaled)
 LX0811
 LX0811                          SUPERSEDED SURVEY CONTROL
 LX0811
 LX0811  NGVD 29 (??/??/92)   12.052  (m)           39.54   (f) ADJ UNCH    1 1
 LX0811
 LX0811.Superseded values are not recommended for survey control.
 LX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0811.See file dsdata.txt to determine how the superseded data were derived.
 LX0811
 LX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL388537(NAD 83)
 LX0811_MARKER: DB = BENCH MARK DISK
 LX0811_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0811_SP_SET: ABUTMENT
 LX0811_STAMPING: D 33 1965
 LX0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0811+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 LX0811
 LX0811  HISTORY     - Date     Condition        Report By
 LX0811  HISTORY     - 1965     MONUMENTED       CGS
 LX0811  HISTORY     - 1983     GOOD             NGS
 LX0811  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0811  HISTORY     - 20040310 GOOD             INDIV
 LX0811
 LX0811                          STATION DESCRIPTION
 LX0811
 LX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0811'1.3 MI E FROM SAUGATUCK.
 LX0811'1.3 MILES EAST ALONG STATE HGHWAY 136 FROM THE EAST END OF THE
 LX0811'BRIDGE OVER THE SAUGATUCK RIVER AT SAUGATUCK, ABOUT 40 YARDS
 LX0811'SOUTH OF THE INTERSECTION OF GREENS FARMS ROAD AND HILLS
 LX0811'POINTS ROAD, SET ON THE TOP OF THE WEST END OF THE NORTH
 LX0811'CONCRETE ABUTMENT OF THE HILLS POINT ROAD OVER THE CONNECTICUT
 LX0811'TURNPIKE, 9 FEET WEST OF THE WEST CURB LINE OF THE ROAD, 1 1/2
 LX0811'FEET EAST OF THE WEST END OF THE ABUTMENT AND ABOUT LEVEL WITH
 LX0811'THE ROAD.
 LX0811
 LX0811                          STATION RECOVERY (1983)
 LX0811
 LX0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0811'RECOVERED IN GOOD CONDITION.
 LX0811
 LX0811                          STATION RECOVERY (1989)
 LX0811
 LX0811'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0811'MARK NOT FOUND.
 LX0811
 LX0811                          STATION RECOVERY (2004)
 LX0811
 LX0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLL)
 LX0811'RECOVERED AS DESCRIBED BY TOWN OF WESTPORT, SURVEY DIV., GPS GOOD
 LX0811'LITTLE OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0895 ***********************************************************************
 LX0895  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0895  DESIGNATION -  D 34
 LX0895  PID         -  LX0895
 LX0895  STATE/COUNTY-  CT/NEW HAVEN
 LX0895  USGS QUAD   -  MILFORD (1984)
 LX0895
 LX0895                         *CURRENT SURVEY CONTROL
 LX0895  ___________________________________________________________________
 LX0895* NAD 83(1986)-  41 13 17.     (N)    073 03 33.     (W)     SCALED    
 LX0895* NAVD 88     -         9.539  (meters)      31.30   (feet)  ADJUSTED  
 LX0895  ___________________________________________________________________
 LX0895  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0895  DYNAMIC HT  -           9.536 (meters)      31.29  (feet)  COMP
 LX0895  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX0895
 LX0895  VERT ORDER  -  FIRST     CLASS I
 LX0895
 LX0895.The horizontal coordinates were scaled from a topographic map and have
 LX0895.an estimated accuracy of +/- 6 seconds.
 LX0895
 LX0895.The orthometric height was determined by differential leveling
 LX0895.and adjusted by the National Geodetic Survey in June 1991..
 LX0895
 LX0895.This Tidal Bench Mark is designated as VM 2288
 LX0895.by the Center for Operational Oceanographic Products and Services.
 LX0895
 LX0895.The geoid height was determined by GEOID03.
 LX0895
 LX0895.The dynamic height is computed by dividing the NAVD 88
 LX0895.geopotential number by the normal gravity value computed on the
 LX0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0895.degrees latitude (g = 980.6199 gals.).
 LX0895
 LX0895.The modeled gravity was interpolated from observed gravity values.
 LX0895
 LX0895;                    North         East    Units  Estimated Accuracy
 LX0895;SPC CT       -   195,540.      278,880.      MT  (+/- 180 meters Scaled)
 LX0895
 LX0895                          SUPERSEDED SURVEY CONTROL
 LX0895
 LX0895  NGVD 29 (??/??/92)    9.868  (m)           32.38   (f) ADJ UNCH    1 1
 LX0895
 LX0895.Superseded values are not recommended for survey control.
 LX0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0895.See file dsdata.txt to determine how the superseded data were derived.
 LX0895
 LX0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL626651(NAD 83)
 LX0895_MARKER: DB = BENCH MARK DISK
 LX0895_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0895_SP_SET: FLAGPOLE CONCRETE BASE
 LX0895_STAMPING: D 34 1965
 LX0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0895+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 LX0895
 LX0895  HISTORY     - Date     Condition        Report By
 LX0895  HISTORY     - 1965     MONUMENTED       CGS
 LX0895  HISTORY     - 1985     GOOD             USPSQD
 LX0895  HISTORY     - 1988     GOOD             USPSQD
 LX0895  HISTORY     - 20040328 GOOD             USPSQD
 LX0895  HISTORY     - 20060328 GOOD             USPSQD
 LX0895
 LX0895                          STATION DESCRIPTION
 LX0895
 LX0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0895'AT MILFORD.
 LX0895'AT MILFORD, AT THE INTERSECTION OF BROAD STREET AND HIGH STREET,
 LX0895'SET IN THE TOP OF THE WEST SIDE OF CONCRETE BASE FOR A FLAGPOLE,
 LX0895'75 FEET EAST OF THE EAST CURB OF HIGH STREET, 49 FEET NORTH
 LX0895'OF THE NORTH CURB OF THE EASTBOUND LANE OF BROAD STREET AND
 LX0895'1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0895
 LX0895                          STATION RECOVERY (1985)
 LX0895
 LX0895'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0895'RECOVERED IN GOOD CONDITION.
 LX0895
 LX0895                          STATION RECOVERY (1988)
 LX0895
 LX0895'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0895'RECOVERED IN GOOD CONDITION.
 LX0895
 LX0895                          STATION RECOVERY (2004)
 LX0895
 LX0895'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX0895'RECOVERED IN GOOD CONDITION.
 LX0895
 LX0895                          STATION RECOVERY (2006)
 LX0895
 LX0895'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDM)
 LX0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0408 ***********************************************************************
 LX0408  DESIGNATION -  D 35
 LX0408  PID         -  LX0408
 LX0408  STATE/COUNTY-  CT/NEW HAVEN
 LX0408  USGS QUAD   -  BRANFORD (1984)
 LX0408
 LX0408                         *CURRENT SURVEY CONTROL
 LX0408  ___________________________________________________________________
 LX0408* NAD 83(1986)-  41 16 45.     (N)    072 50 38.     (W)     SCALED    
 LX0408* NAVD 88     -        38.974  (meters)     127.87   (feet)  ADJUSTED  
 LX0408  ___________________________________________________________________
 LX0408  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0408  DYNAMIC HT  -          38.961 (meters)     127.82  (feet)  COMP
 LX0408  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 LX0408
 LX0408  VERT ORDER  -  FIRST     CLASS I
 LX0408
 LX0408.The horizontal coordinates were scaled from a topographic map and have
 LX0408.an estimated accuracy of +/- 6 seconds.
 LX0408
 LX0408.The orthometric height was determined by differential leveling
 LX0408.and adjusted by the National Geodetic Survey in June 1991..
 LX0408
 LX0408.The geoid height was determined by GEOID03.
 LX0408
 LX0408.The dynamic height is computed by dividing the NAVD 88
 LX0408.geopotential number by the normal gravity value computed on the
 LX0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0408.degrees latitude (g = 980.6199 gals.).
 LX0408
 LX0408.The modeled gravity was interpolated from observed gravity values.
 LX0408
 LX0408;                    North         East    Units  Estimated Accuracy
 LX0408;SPC CT       -   201,920.      296,940.      MT  (+/- 180 meters Scaled)
 LX0408
 LX0408                          SUPERSEDED SURVEY CONTROL
 LX0408
 LX0408  NGVD 29 (??/??/92)   39.289  (m)          128.90   (f) ADJ UNCH    1 1
 LX0408
 LX0408.Superseded values are not recommended for survey control.
 LX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0408.See file dsdata.txt to determine how the superseded data were derived.
 LX0408
 LX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL805719(NAD 83)
 LX0408_MARKER: DB = BENCH MARK DISK
 LX0408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0408_SP_SET: BUILDING FOUNDATION
 LX0408_STAMPING: D 35 1965
 LX0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0408
 LX0408  HISTORY     - Date     Condition        Report By
 LX0408  HISTORY     - 1965     MONUMENTED       CGS
 LX0408
 LX0408                          STATION DESCRIPTION
 LX0408
 LX0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0408'1.5 MI E FROM EAST HAVEN.
 LX0408'1.5 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE STATE HIGHWAY 100
 LX0408'OVERPASS AT EAST HAVEN, ABOUT 50 YARDS SOUTHWEST OF THE CENTER
 LX0408'LINE OF THE HIGHWAY, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 LX0408'CONCRETE FOUNDATION OF A LARGE ONE-STORY BUILDING OCCUPIED BY THE
 LX0408'LUSHINE CARTON COMPANY AND THE BRANFORD PRINTING COMPANY, 1.4
 LX0408'FEET NORTHWEST OF THE EAST CORNER OF THE SOUTHEAST WING OF THE
 LX0408'BUILDING, ABOUT LEVEL WITH THE HIGHWAY AND 1 FOOT ABOVE THE
 LX0408'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0812 ***********************************************************************
 LX0812  DESIGNATION -  D 3550
 LX0812  PID         -  LX0812
 LX0812  STATE/COUNTY-  CT/FAIRFIELD
 LX0812  USGS QUAD   -  WESTPORT (1975)
 LX0812
 LX0812                         *CURRENT SURVEY CONTROL
 LX0812  ___________________________________________________________________
 LX0812* NAD 83(1986)-  41 07 37.     (N)    073 19 57.     (W)     SCALED    
 LX0812* NAVD 88     -         5.164  (meters)      16.94   (feet)  ADJUSTED  
 LX0812  ___________________________________________________________________
 LX0812  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX0812  DYNAMIC HT  -           5.162 (meters)      16.94  (feet)  COMP
 LX0812  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX0812
 LX0812  VERT ORDER  -  FIRST     CLASS I
 LX0812
 LX0812.The horizontal coordinates were scaled from a topographic map and have
 LX0812.an estimated accuracy of +/- 6 seconds.
 LX0812
 LX0812.The orthometric height was determined by differential leveling
 LX0812.and adjusted by the National Geodetic Survey in June 1991..
 LX0812
 LX0812.The geoid height was determined by GEOID03.
 LX0812
 LX0812.The dynamic height is computed by dividing the NAVD 88
 LX0812.geopotential number by the normal gravity value computed on the
 LX0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0812.degrees latitude (g = 980.6199 gals.).
 LX0812
 LX0812.The modeled gravity was interpolated from observed gravity values.
 LX0812
 LX0812;                    North         East    Units  Estimated Accuracy
 LX0812;SPC CT       -   185,170.      255,890.      MT  (+/- 180 meters Scaled)
 LX0812
 LX0812                          SUPERSEDED SURVEY CONTROL
 LX0812
 LX0812  NGVD 29 (??/??/92)    5.500  (m)           18.04   (f) ADJ UNCH    1 1
 LX0812
 LX0812.Superseded values are not recommended for survey control.
 LX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0812.See file dsdata.txt to determine how the superseded data were derived.
 LX0812
 LX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL399541(NAD 83)
 LX0812_MARKER: DD = SURVEY DISK
 LX0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0812_STAMPING: D 3550
 LX0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0812+STABILITY: SURFACE MOTION
 LX0812
 LX0812  HISTORY     - Date     Condition        Report By
 LX0812  HISTORY     - UNK      MONUMENTED       CTDT
 LX0812  HISTORY     - 1965     GOOD             NGS
 LX0812  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0812  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0812
 LX0812                          STATION DESCRIPTION
 LX0812
 LX0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0812'2.1 MI E FROM SAUGATUCK.
 LX0812'2.1 MILES EAST ALONG STATE HIGHWAY 136 FROM THE EAST END OF THE
 LX0812'BRIDGE OVER THE SAUGATUCK RIVER, AT THE INTERSECTION OF GREENS
 LX0812'FARMS ROAD AND SHERWOOD ISLAND ROAD, 57 FEET NORTH OF THE
 LX0812'CENTER LINE OF GREENS FARMS ROAD, 27 1/2 FEET WEST OF THE
 LX0812'CENTER LINE OF THE SOUTHBOUND LANE OF SHERWOOD ISLAND ROAD, 5
 LX0812'FEET NORTHEAST OF POWER LINE POLE NO. 25882, 4 1/2 FEET
 LX0812'SOUTHWEST OF THE SOUTH END OF A METAL GUARD RAILING AND ABOUT
 LX0812'LEVEL WITH THE ROADS, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LX0812'1 INCH ABOVE THE LEVEL OF THE GROUND.
 LX0812
 LX0812                          STATION RECOVERY (1983)
 LX0812
 LX0812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0812'MARK NOT FOUND.
 LX0812
 LX0812                          STATION RECOVERY (1989)
 LX0812
 LX0812'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0429 ***********************************************************************
 LX0429  DESIGNATION -  D 36
 LX0429  PID         -  LX0429
 LX0429  STATE/COUNTY-  CT/NEW HAVEN
 LX0429  USGS QUAD   -  GUILFORD (1984)
 LX0429
 LX0429                         *CURRENT SURVEY CONTROL
 LX0429  ___________________________________________________________________
 LX0429* NAD 83(1986)-  41 15 56.     (N)    072 42 11.     (W)     SCALED    
 LX0429* NAVD 88     -         3.179  (meters)      10.43   (feet)  ADJUSTED  
 LX0429  ___________________________________________________________________
 LX0429  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX0429  DYNAMIC HT  -           3.178 (meters)      10.43  (feet)  COMP
 LX0429  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LX0429
 LX0429  VERT ORDER  -  FIRST     CLASS I
 LX0429
 LX0429.The horizontal coordinates were scaled from a topographic map and have
 LX0429.an estimated accuracy of +/- 6 seconds.
 LX0429
 LX0429.The orthometric height was determined by differential leveling
 LX0429.and adjusted by the National Geodetic Survey in June 1991..
 LX0429
 LX0429.The geoid height was determined by GEOID03.
 LX0429
 LX0429.The dynamic height is computed by dividing the NAVD 88
 LX0429.geopotential number by the normal gravity value computed on the
 LX0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0429.degrees latitude (g = 980.6199 gals.).
 LX0429
 LX0429.The modeled gravity was interpolated from observed gravity values.
 LX0429
 LX0429;                    North         East    Units  Estimated Accuracy
 LX0429;SPC CT       -   200,400.      308,730.      MT  (+/- 180 meters Scaled)
 LX0429
 LX0429                          SUPERSEDED SURVEY CONTROL
 LX0429
 LX0429  NGVD 29 (??/??/92)    3.488  (m)           11.44   (f) ADJ UNCH    1 1
 LX0429
 LX0429.Superseded values are not recommended for survey control.
 LX0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0429.See file dsdata.txt to determine how the superseded data were derived.
 LX0429
 LX0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL924707(NAD 83)
 LX0429_MARKER: DB = BENCH MARK DISK
 LX0429_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0429_SP_SET: UNSPECIFIED ROCK
 LX0429_STAMPING: D 36 1965
 LX0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0429
 LX0429  HISTORY     - Date     Condition        Report By
 LX0429  HISTORY     - 1965     MONUMENTED       CGS
 LX0429  HISTORY     - 1991     GOOD             USA
 LX0429  HISTORY     - 19910316 GOOD             USPSQD
 LX0429
 LX0429                          STATION DESCRIPTION
 LX0429
 LX0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0429'1.6 MI W FROM GUILFORD.
 LX0429'1.6 MILES WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0429'GUILFORD, ABOUT 0.5 MILE WEST OF THE NEW YORK, NEW HAVEN AND
 LX0429'HARTFORD RAILROAD OVERPASS OVER THE HIGHWAY, ABOUT 90 YARDS EAST
 LX0429'OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY FOR A TIDAL
 LX0429'STREAM, SET ON THE TOP AND AT THE WEST CORNER OF A HUGE MASS
 LX0429'OF ROCK WHICH IS AT NORTH END OF BODY OF WATER, 18 FEET SOUTH
 LX0429'OF THE CENTER LINE OF THE HIGHWAY, 9 FEET EAST OF THE WEST END
 LX0429'OF THE ROCK AND 3 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0429
 LX0429                          STATION RECOVERY (1991)
 LX0429
 LX0429'RECOVERY NOTE BY US ARMY 1991 (JC)
 LX0429'RECOVERED IN GOOD CONDITION.
 LX0429
 LX0429                          STATION RECOVERY (1991)
 LX0429
 LX0429'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0075 ***********************************************************************
 LX0075  DESIGNATION -  D 37
 LX0075  PID         -  LX0075
 LX0075  STATE/COUNTY-  CT/MIDDLESEX
 LX0075  USGS QUAD   -  ESSEX (1977)
 LX0075
 LX0075                         *CURRENT SURVEY CONTROL
 LX0075  ___________________________________________________________________
 LX0075* NAD 83(1986)-  41 16 55.     (N)    072 26 17.     (W)     SCALED    
 LX0075* NAVD 88     -        15.011  (meters)      49.25   (feet)  ADJUSTED  
 LX0075  ___________________________________________________________________
 LX0075  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX0075  DYNAMIC HT  -          15.006 (meters)      49.23  (feet)  COMP
 LX0075  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 LX0075
 LX0075  VERT ORDER  -  FIRST     CLASS I
 LX0075
 LX0075.The horizontal coordinates were scaled from a topographic map and have
 LX0075.an estimated accuracy of +/- 6 seconds.
 LX0075
 LX0075.The orthometric height was determined by differential leveling
 LX0075.and adjusted by the National Geodetic Survey in June 1991..
 LX0075
 LX0075.The geoid height was determined by GEOID03.
 LX0075
 LX0075.The dynamic height is computed by dividing the NAVD 88
 LX0075.geopotential number by the normal gravity value computed on the
 LX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0075.degrees latitude (g = 980.6199 gals.).
 LX0075
 LX0075.The modeled gravity was interpolated from observed gravity values.
 LX0075
 LX0075;                    North         East    Units  Estimated Accuracy
 LX0075;SPC CT       -   202,270.      330,930.      MT  (+/- 180 meters Scaled)
 LX0075
 LX0075                          SUPERSEDED SURVEY CONTROL
 LX0075
 LX0075  NGVD 29 (??/??/92)   15.327  (m)           50.29   (f) ADJ UNCH    1 1
 LX0075
 LX0075.Superseded values are not recommended for survey control.
 LX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0075.See file dsdata.txt to determine how the superseded data were derived.
 LX0075
 LX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL145732(NAD 83)
 LX0075_MARKER: DB = BENCH MARK DISK
 LX0075_SETTING: 66 = SET IN ROCK OUTCROP
 LX0075_SP_SET: ROCK LEDGE
 LX0075_STAMPING: D 37 1965
 LX0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0075+STABILITY: POSITION/ELEVATION WELL
 LX0075
 LX0075  HISTORY     - Date     Condition        Report By
 LX0075  HISTORY     - 1965     MONUMENTED       CGS
 LX0075  HISTORY     - 1984     GOOD             USPSQD
 LX0075  HISTORY     - 1988     GOOD             USPSQD
 LX0075  HISTORY     - 1988     GOOD             USPSQD
 LX0075  HISTORY     - 1988     GOOD             USPSQD
 LX0075  HISTORY     - 1989     GOOD             USPSQD
 LX0075  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX0075
 LX0075                          STATION DESCRIPTION
 LX0075
 LX0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0075'AT WESTBROOK.
 LX0075'AT WESTBROOK, ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE
 LX0075'TOWN HALL, AT THE JUNCTION OF THE NORTHWEST DRIVE TO THE CITY
 LX0075'WATER TANK, SET ON THE TOP OF THE NORTHWEST END OF A ROCK LEDGE
 LX0075'WHICH IS ABOUT 8 FEET LONG AND 4 FEET WIDE AND SERVES AS AN
 LX0075'ANCHOR FOR TWO GUY WIRES FOR A TELEPHONE CABLE POLE, 19 1/2 FEET
 LX0075'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 1/2 FEET
 LX0075'NORTHWEST OF THE CENTER LINE OF DRIVEWAY, 1 FOOT SOUTHEAST OF
 LX0075'THE NORTHWEST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 LX0075'HIGHWAY.
 LX0075
 LX0075                          STATION RECOVERY (1984)
 LX0075
 LX0075'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0075'AREA TO NORTH AND TO WEST OF ROCK HAS BEEN REGRADED. SEVERAL
 LX0075'BULLDOZER MARKS ARE ON ROCK. ROCK IS IN GROUND WITH ANOTHER PLACED
 LX0075'AGAINST ITS NORTHERLY SURFACE. BENCH MARI IS IN PROPER DISTANCES AS
 LX0075'NOTED FROM CENTERLINE OF ROUTE 1 AND CENTERLINE OF ROAD AND MARK HAVE
 LX0075'NOT BEEN MOVED ALTHOUGH THERE WERE REGRADING ACTIVITIES IMMEDIATELY
 LX0075'ADJACENT TO THE ROCK.
 LX0075
 LX0075                          STATION RECOVERY (1988)
 LX0075
 LX0075'RECOVERY NOTE BY US POWER SQUADRON 1988 (CAO)
 LX0075'RECOVERED IN GOOD CONDITION.
 LX0075
 LX0075                          STATION RECOVERY (1988)
 LX0075
 LX0075'RECOVERY NOTE BY US POWER SQUADRON 1988 (CG)
 LX0075'RECOVERED IN GOOD CONDITION.
 LX0075
 LX0075                          STATION RECOVERY (1988)
 LX0075
 LX0075'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0075'RECOVERED IN GOOD CONDITION.
 LX0075
 LX0075                          STATION RECOVERY (1989)
 LX0075
 LX0075'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0075'RECOVERED IN GOOD CONDITION.
 LX0075
 LX0075                          STATION RECOVERY (1990)
 LX0075
 LX0075'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0133 ***********************************************************************
 LX0133  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0133  DESIGNATION -  D 38
 LX0133  PID         -  LX0133
 LX0133  STATE/COUNTY-  CT/NEW LONDON
 LX0133  USGS QUAD   -  NIANTIC (1983)
 LX0133
 LX0133                         *CURRENT SURVEY CONTROL
 LX0133  ___________________________________________________________________
 LX0133* NAD 83(1986)-  41 19 23.     (N)    072 11 39.     (W)     SCALED    
 LX0133* NAVD 88     -         6.618  (meters)      21.71   (feet)  ADJUSTED  
 LX0133  ___________________________________________________________________
 LX0133  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0133  DYNAMIC HT  -           6.616 (meters)      21.71  (feet)  COMP
 LX0133  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX0133
 LX0133  VERT ORDER  -  FIRST     CLASS I
 LX0133
 LX0133.The horizontal coordinates were scaled from a topographic map and have
 LX0133.an estimated accuracy of +/- 6 seconds.
 LX0133
 LX0133.The orthometric height was determined by differential leveling
 LX0133.and adjusted by the National Geodetic Survey in June 1991..
 LX0133
 LX0133.This Tidal Bench Mark is designated as VM 12454
 LX0133.by the Center for Operational Oceanographic Products and Services.
 LX0133
 LX0133.The geoid height was determined by GEOID03.
 LX0133
 LX0133.The dynamic height is computed by dividing the NAVD 88
 LX0133.geopotential number by the normal gravity value computed on the
 LX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0133.degrees latitude (g = 980.6199 gals.).
 LX0133
 LX0133.The modeled gravity was interpolated from observed gravity values.
 LX0133
 LX0133;                    North         East    Units  Estimated Accuracy
 LX0133;SPC CT       -   206,940.      351,340.      MT  (+/- 180 meters Scaled)
 LX0133
 LX0133                          SUPERSEDED SURVEY CONTROL
 LX0133
 LX0133  NGVD 29 (??/??/92)    6.922  (m)           22.71   (f) ADJ UNCH    1 1
 LX0133
 LX0133.Superseded values are not recommended for survey control.
 LX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0133.See file dsdata.txt to determine how the superseded data were derived.
 LX0133
 LX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL348784(NAD 83)
 LX0133_MARKER: DB = BENCH MARK DISK
 LX0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0133_SP_SET: BUILDING FOUNDATION
 LX0133_STAMPING: D 38 1965
 LX0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0133+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 LX0133
 LX0133  HISTORY     - Date     Condition        Report By
 LX0133  HISTORY     - 1965     MONUMENTED       CGS
 LX0133  HISTORY     - 1983     GOOD             USPSQD
 LX0133  HISTORY     - 1987     GOOD             USPSQD
 LX0133  HISTORY     - 1989     GOOD             USPSQD
 LX0133  HISTORY     - 19901206 GOOD             USPSQD
 LX0133  HISTORY     - 19991226 GOOD             USPSQD
 LX0133  HISTORY     - 20000407 GOOD             USPSQD
 LX0133  HISTORY     - 20010415 GOOD             USPSQD
 LX0133  HISTORY     - 20030417 GOOD             USPSQD
 LX0133  HISTORY     - 20051213 GOOD             USPSQD
 LX0133
 LX0133                          STATION DESCRIPTION
 LX0133
 LX0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0133'AT NIANTIC.
 LX0133'AT NIANTIC, NEAR THE INTERSECTION OF STATE HIGHWAY 156 AND
 LX0133'METHODIST STREET, SET VERTICALLY IN THE WEST CONCRETE FOUNDATION
 LX0133'OF THE NIANTIC POST OFFICE, 155 FEET SOUTH OF THE CENTER LINE
 LX0133'OF THE HIGHWAY, 16.0 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 LX0133'BUILDING AND 1.6 FEET ABOVE PAVEMENT.
 LX0133
 LX0133                          STATION RECOVERY (1983)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0133'RECOVERED IN GOOD CONDITION.
 LX0133
 LX0133                          STATION RECOVERY (1987)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0133'RECOVERED IN GOOD CONDITION.
 LX0133
 LX0133                          STATION RECOVERY (1989)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0133'RECOVERED IN GOOD CONDITION.
 LX0133
 LX0133                          STATION RECOVERY (1990)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0133'RECOVERED IN GOOD CONDITION.
 LX0133
 LX0133                          STATION RECOVERY (1999)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0133'RECOVERED IN GOOD CONDITION.
 LX0133
 LX0133                          STATION RECOVERY (2000)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX0133'AMEND THIS DESCRIPTION.  THE BUILDING IS NO LONGER THE POST OFFICE AS
 LX0133'OF 2000.  THE BUILDING IS OWNED BY THE MITCHELL TRUST, NIANTIC, CT.
 LX0133
 LX0133                          STATION RECOVERY (2001)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0133'THE SITE OF THIS STATION IS NO LONGER THE PO.  THE BUILDING IS NOW
 LX0133'OWNED BY THE MITCHELL TRUST, A LOCAL FAMILY TRUST.  THEY HAVE NO PLANS
 LX0133'FOR THE BUILDING, OTHER THAN TO LEASE IT.  THE STATION IS TEMPORARILY
 LX0133'SAFE.
 LX0133
 LX0133                          STATION RECOVERY (2003)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0133'RECOVERED IN GOOD CONDITION.
 LX0133
 LX0133                          STATION RECOVERY (2005)
 LX0133
 LX0133'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0740 ***********************************************************************
 LW0740  DESIGNATION -  D 39
 LW0740  PID         -  LW0740
 LW0740  STATE/COUNTY-  CT/NEW LONDON
 LW0740  USGS QUAD   -  WATCH HILL (1984)
 LW0740
 LW0740                         *CURRENT SURVEY CONTROL
 LW0740  ___________________________________________________________________
 LW0740* NAD 83(1986)-  41 22 21.     (N)    071 51 05.     (W)     SCALED    
 LW0740* NAVD 88     -        18.138  (meters)      59.51   (feet)  ADJUSTED  
 LW0740  ___________________________________________________________________
 LW0740  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW0740  DYNAMIC HT  -          18.131 (meters)      59.48  (feet)  COMP
 LW0740  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LW0740
 LW0740  VERT ORDER  -  FIRST     CLASS I
 LW0740
 LW0740.The horizontal coordinates were scaled from a topographic map and have
 LW0740.an estimated accuracy of +/- 6 seconds.
 LW0740
 LW0740.The orthometric height was determined by differential leveling
 LW0740.and adjusted by the National Geodetic Survey in June 1991..
 LW0740
 LW0740.The geoid height was determined by GEOID03.
 LW0740
 LW0740.The dynamic height is computed by dividing the NAVD 88
 LW0740.geopotential number by the normal gravity value computed on the
 LW0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0740.degrees latitude (g = 980.6199 gals.).
 LW0740
 LW0740.The modeled gravity was interpolated from observed gravity values.
 LW0740
 LW0740;                    North         East    Units  Estimated Accuracy
 LW0740;SPC CT       -   212,670.      379,980.      MT  (+/- 180 meters Scaled)
 LW0740
 LW0740                          SUPERSEDED SURVEY CONTROL
 LW0740
 LW0740  NGVD 29 (??/??/92)   18.427  (m)           60.46   (f) ADJ UNCH    1 1
 LW0740
 LW0740.Superseded values are not recommended for survey control.
 LW0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0740.See file dsdata.txt to determine how the superseded data were derived.
 LW0740
 LW0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF615840(NAD 83)
 LW0740_MARKER: DB = BENCH MARK DISK
 LW0740_SETTING: 80 = SET IN A BOULDER
 LW0740_SP_SET: BOULDER
 LW0740_STAMPING: D 39 1965
 LW0740_MARK LOGO: CGS   
 LW0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0740+STABILITY: SURFACE MOTION
 LW0740
 LW0740  HISTORY     - Date     Condition        Report By
 LW0740  HISTORY     - 1965     MONUMENTED       CGS
 LW0740  HISTORY     - 1984     GOOD             USPSQD
 LW0740  HISTORY     - 1984     GOOD             NGS
 LW0740  HISTORY     - 1988     GOOD             USPSQD
 LW0740  HISTORY     - 1988     GOOD             USPSQD
 LW0740  HISTORY     - 1989     GOOD             USPSQD
 LW0740  HISTORY     - 1990     GOOD             USPSQD
 LW0740
 LW0740                          STATION DESCRIPTION
 LW0740
 LW0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0740'1 MI SW FROM PAWCATUCK.
 LW0740'1.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LW0740'STATE HIGHWAY 2 AT PAWCATUCK, ABOUT 0.7 MILE NORTHEAST OF THE
 LW0740'STONINGTON HIGH SCHOOL, SET ON THE TOP OF A 5-BY-5 FOOT BURIED
 LW0740'BOULDER WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, ON
 LW0740'THE PROPERTY OF MRS. T.I. FALLON, 25 1/2 FEET SOUTHEAST OF THE
 LW0740'CENTER LINE OF THE HIGHWAY, 27.5 FEET NORTH-NORTHWEST OF THE
 LW0740'NORTH CORNER OF THE FALLON RESIDENCE, 19 FEET SOUTHWEST OF THE
 LW0740'CENTER LINE OF A DRIVEWAY, 4 FEET SOUTHEAST OF A HEDGE FENCE,
 LW0740'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LW0740
 LW0740                          STATION RECOVERY (1984)
 LW0740
 LW0740'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0740'RECOVERED IN GOOD CONDITION.
 LW0740
 LW0740                          STATION RECOVERY (1984)
 LW0740
 LW0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW0740'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT A
 LW0740'NEW HOUSE HAS BEEN BUILT, OMIT 27.5 FT NORTH-NORTHWEST OF THE NORTH
 LW0740'CORNER OF THE FALLON RESIDENCE, ADD 9.90 METERS (32.5 FT) WEST OF THE
 LW0740'NORTH CORNER OF A SINGLE STORY FRAME HOUSE, NUMBER 76.
 LW0740
 LW0740                          STATION RECOVERY (1988)
 LW0740
 LW0740'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0740'RECOVERED IN GOOD CONDITION.
 LW0740
 LW0740                          STATION RECOVERY (1988)
 LW0740
 LW0740'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0740'RECOVERED IN GOOD CONDITION.
 LW0740
 LW0740                          STATION RECOVERY (1989)
 LW0740
 LW0740'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0740'RECOVERED IN GOOD CONDITION.
 LW0740
 LW0740                          STATION RECOVERY (1990)
 LW0740
 LW0740'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0424 ***********************************************************************
 LX0424  DESIGNATION -  D 4=122
 LX0424  PID         -  LX0424
 LX0424  STATE/COUNTY-  CT/NEW HAVEN
 LX0424  USGS QUAD   -  GUILFORD (1984)
 LX0424
 LX0424                         *CURRENT SURVEY CONTROL
 LX0424  ___________________________________________________________________
 LX0424* NAD 83(1986)-  41 16 02.     (N)    072 44 22.     (W)     SCALED    
 LX0424* NAVD 88     -         5.134  (meters)      16.84   (feet)  POSTED    
 LX0424  ___________________________________________________________________
 LX0424  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX0424  DYNAMIC HT  -           5.130 (meters)      16.83  (feet)  COMP
 LX0424  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX0424
 LX0424  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0424
 LX0424.The horizontal coordinates were scaled from a topographic map and have
 LX0424.an estimated accuracy of +/- 6 seconds.
 LX0424
 LX0424.The orthometric height was determined by differential leveling
 LX0424.and adjusted by the National Geodetic Survey in 1992..
 LX0424.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0424.rate of 1.1 thru 2.0 mm/km.
 LX0424
 LX0424.The geoid height was determined by GEOID03.
 LX0424
 LX0424.The dynamic height is computed by dividing the NAVD 88
 LX0424.geopotential number by the normal gravity value computed on the
 LX0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0424.degrees latitude (g = 980.6199 gals.).
 LX0424
 LX0424.The modeled gravity was interpolated from observed gravity values.
 LX0424
 LX0424;                    North         East    Units  Estimated Accuracy
 LX0424;SPC CT       -   200,590.      305,690.      MT  (+/- 180 meters Scaled)
 LX0424
 LX0424                          SUPERSEDED SURVEY CONTROL
 LX0424
 LX0424.No superseded survey control is available for this station.
 LX0424
 LX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL893708(NAD 83)
 LX0424_MARKER: DD = SURVEY DISK
 LX0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0424_SP_SET: BRIDGE
 LX0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0424
 LX0424  HISTORY     - Date     Condition        Report By
 LX0424  HISTORY     - UNK      MONUMENTED       DOD
 LX0424  HISTORY     - 1965     GOOD             NGS
 LX0424
 LX0424                          STATION DESCRIPTION
 LX0424
 LX0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0424'3.6 MI W FROM GUILFORD.
 LX0424'3.6 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0424'RAILROAD FROM GUILFORD, NEW HAVEN COUNTY, ABOUT 3/4 MILE EAST
 LX0424'OF THE STATION AT STONY CREEK, AT BRIDGE 13.17 OVER A SMALL
 LX0424'STREAM, ON THE SOUTHEAST CORNER OF THE EAST PARAPET, 8 FEET SOUTH
 LX0424'OF THE SOUTH RAIL, AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A
 LX0424'KNOB CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2435 ***********************************************************************
 LX2435  DESIGNATION -  D 4324
 LX2435  PID         -  LX2435
 LX2435  STATE/COUNTY-  CT/NEW HAVEN
 LX2435  USGS QUAD   -  MERIDEN (1992)
 LX2435
 LX2435                         *CURRENT SURVEY CONTROL
 LX2435  ___________________________________________________________________
 LX2435* NAD 83(1986)-  41 32 59.     (N)    072 49 03.     (W)     SCALED    
 LX2435* NAVD 88     -        73.072  (meters)     239.74   (feet)  ADJUSTED  
 LX2435  ___________________________________________________________________
 LX2435  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2435  DYNAMIC HT  -          73.049 (meters)     239.66  (feet)  COMP
 LX2435  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX2435
 LX2435  VERT ORDER  -  FIRST     CLASS II
 LX2435
 LX2435.The horizontal coordinates were scaled from a topographic map and have
 LX2435.an estimated accuracy of +/- 6 seconds.
 LX2435
 LX2435.The orthometric height was determined by differential leveling
 LX2435.and adjusted by the National Geodetic Survey in June 1991..
 LX2435
 LX2435.The geoid height was determined by GEOID03.
 LX2435
 LX2435.The dynamic height is computed by dividing the NAVD 88
 LX2435.geopotential number by the normal gravity value computed on the
 LX2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2435.degrees latitude (g = 980.6199 gals.).
 LX2435
 LX2435.The modeled gravity was interpolated from observed gravity values.
 LX2435
 LX2435;                    North         East    Units  Estimated Accuracy
 LX2435;SPC CT       -   231,960.      299,170.      MT  (+/- 180 meters Scaled)
 LX2435
 LX2435                          SUPERSEDED SURVEY CONTROL
 LX2435
 LX2435.No superseded survey control is available for this station.
 LX2435
 LX2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM820020(NAD 83)
 LX2435_MARKER: DD = SURVEY DISK
 LX2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2435_SP_SET: CONCRETE POST
 LX2435_STAMPING: D 4324
 LX2435_MARK LOGO: CTDT  
 LX2435_PROJECTION: RECESSED 5 CENTIMETERS
 LX2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2435+STABILITY: SURFACE MOTION
 LX2435
 LX2435  HISTORY     - Date     Condition        Report By
 LX2435  HISTORY     - 1971     MONUMENTED       CTDT
 LX2435  HISTORY     - 1985     GOOD             NGS
 LX2435
 LX2435                          STATION DESCRIPTION
 LX2435
 LX2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2435'IN MERIDEN.
 LX2435'IN MERIDEN, 0.3 KM (0.2 MI) SOUTHWEST ALONG STATE HIGHWAY 66 FROM THE
 LX2435'OVERPASS FOR STATE HIGHWAY 71 (CHAMBERLAIN HIGHWAY) TO THE MARK ON THE
 LX2435'RIGHT, BETWEEN THE HIGHWAY CURB AND A BITUMINOUS RUNOFF DITCH, 8.53
 LX2435'METERS (28.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 LX2435'THE HIGHWAY, 26.39 METERS (86.6 FT) SOUTHWEST OF AN ALUMINUM LIGHT
 LX2435'POLE, 15.86 METERS (52.0 FT) NORTHEAST OF THE CENTER OF A HEADWALL OF
 LX2435'A CATCH BASIN.
 LX2435'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7582 ***********************************************************************
 LX7582  DESIGNATION -  D 4684
 LX7582  PID         -  LX7582
 LX7582  STATE/COUNTY-  CT/FAIRFIELD
 LX7582  USGS QUAD   -  BRIDGEPORT (1984)
 LX7582
 LX7582                         *CURRENT SURVEY CONTROL
 LX7582  ___________________________________________________________________
 LX7582* NAD 83(1996)-  41 12 13.12568(N)    073 11 33.68733(W)     ADJUSTED  
 LX7582* NAVD 88     -        15.5    (meters)      51.     (feet)  VERTCON   
 LX7582  ___________________________________________________________________
 LX7582  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LX7582  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX7582
 LX7582  HORZ ORDER  -  SECOND
 LX7582
 LX7582.The horizontal coordinates were established by classical geodetic methods
 LX7582.and adjusted by the National Geodetic Survey in August 1998..
 LX7582
 LX7582.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7582
 LX7582.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7582
 LX7582.The geoid height was determined by GEOID03.
 LX7582
 LX7582;                    North         East     Units Scale Factor Converg.
 LX7582;SPC CT       -   193,621.250   267,669.777   MT  0.99999963   -0 17 36.7
 LX7582;SPC CT       -   635,239.05    878,179.93   sFT  0.99999963   -0 17 36.7
 LX7582;UTM  18      - 4,562,938.716   651,532.037   MT  0.99988260   +1 11 26.8
 LX7582
 LX7582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7582!SPC CT       -   1.00000224  x   0.99999963  =   1.00000187
 LX7582!UTM  18      -   1.00000224  x   0.99988260  =   0.99988484
 LX7582
 LX7582:                Primary Azimuth Mark                     Grid Az
 LX7582:SPC CT       -  D 4680                                   019 58 44.9
 LX7582:UTM  18      -  D 4680                                   018 29 41.4
 LX7582
 LX7582|---------------------------------------------------------------------|
 LX7582| PID    Reference Object                     Distance      Geod. Az  |
 LX7582|                                                           dddmmss.s |
 LX7582| CR9674 D 4680                                             0194108.2 |
 LX7582| CR9675 D 4684 RM 1                           4.977 METERS 15744     |
 LX7582| CR9673 D 4664                                             1844827.9 |
 LX7582| CR9676 D 4684 RM 2                           6.932 METERS 22326     |
 LX7582| CR9677 D 4684 RM 3                           4.053 METERS 31356     |
 LX7582|---------------------------------------------------------------------|
 LX7582
 LX7582                          SUPERSEDED SURVEY CONTROL
 LX7582
 LX7582  NAD 83(1992)-  41 12 13.12466(N)    073 11 33.68649(W) AD(       ) 2
 LX7582  NAD 83(1986)-  41 12 13.12767(N)    073 11 33.69272(W) AD(       ) 2
 LX7582  NAD 83(1986)-  41 12 13.12620(N)    073 11 33.69178(W) AD(       ) 2
 LX7582  NGVD 29 (01/16/90)   15.8    (m)           52.     (f) VERT ANG       
 LX7582
 LX7582.Superseded values are not recommended for survey control.
 LX7582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7582.See file dsdata.txt to determine how the superseded data were derived.
 LX7582
 LX7582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5153262939(NAD 83)
 LX7582_MARKER: DD = SURVEY DISK
 LX7582_SETTING: 66 = SET IN ROCK OUTCROP
 LX7582_SP_SET: SET IN A ROCK LEDGE
 LX7582_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7582+STABILITY: POSITION/ELEVATION WELL
 LX7582
 LX7582  HISTORY     - Date     Condition        Report By
 LX7582  HISTORY     - 1982     MONUMENTED
 LX7582  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 LX7582
 LX7582                          STATION DESCRIPTION
 LX7582
 LX7582'DESCRIBED 1982 (AJK)
 LX7582'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) NORTHEAST OF
 LX7582'FAIRFIELD, 5.2 KM (3.25 MI) WEST OF STRATFORD AND 1.6 KM (1.0 MI)
 LX7582'NORTH OF BRIDGEPORT.
 LX7582'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7582'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7582'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7582'
 LX7582'TO REACH THE STATION FROM TRUMBULL AT THE INTERSECTION OF
 LX7582'CONNECTICUT ROUTE 8 (COLONEL HENRY MUCCI HIGHWAY) AND CONNECTICUT
 LX7582'ROUTE 127 (EAST MAIN STREET) PROCEED SOUTHWEST ON CONNECTICUT
 LX7582'ROUTE 8 FOR 2.6 KM (1.64 MI) TO THE STATION ON THE RIGHT.
 LX7582'
 LX7582'THE STATION IS A STANDARD CDOT DISK
 LX7582'STAMPED---D 4684---,
 LX7582'SET IN A 4 FOOT BY 2 FOOT LEDGE OUTCROP APPROXIMATELY 35 FEET
 LX7582'ABOVE THE ROAD GRADE AND 0.3 KM (0.21 MI) SOUTH OF CONNECTICUT
 LX7582'ROUTE 722 (CHOPSY HILL ROAD).
 LX7582'IT IS LOCATED
 LX7582'17.7 METERS (58 FT) WEST FROM THE CENTERLINE OF AN ON RAMP,
 LX7582'7.10 METERS (23.3 FT) NORTHEAST FROM THE RANGE OF THE MOST
 LX7582'NORTHERLY OF TWO BILLBOARDS AND
 LX7582'4.63 METERS (15.2 FT) EAST FROM A WIRE FENCE.
 LX7582'
 LX7582'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7582'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE
 LX7582'SET IN THE TOP OF A 10 FOOT BY 4 FOOT LEDGE OUTCROP.
 LX7582'IT IS LOCATED
 LX7582'15.2 METERS (50 FT) WEST FROM THE CENTERLINE OF AN ON RAMP,
 LX7582'7.53 METERS (24.7 FT) EAST FROM A WIRE FENCE AND
 LX7582'6.19 METERS (20.3 FT) NORTHEAST FROM THE RANGE OF THE MOST
 LX7582'NORTHERLY OF TWO BILLBOARDS.
 LX7582'MARK IS BELOW STATION 0.5 METER.
 LX7582'
 LX7582'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7582'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX7582'SET IN THE TOP OF AN 8 FOOT BY 6 FOOT LEDGE OUTCROP.
 LX7582'IT IS LOCATED
 LX7582'21.6 METERS (71 FT) WEST FROM THE CENTERLINE OF AN ON RAMP,
 LX7582'1.13 METERS (3.7 FT) EAST FROM A WIRE FENCE AND
 LX7582'0.3 METER (1.0 FT) NORTHEAST FROM THE RANGE OF THE MOST NORTHERLY
 LX7582'OF TWO BILLBOARDS.
 LX7582'MARK IS ABOVE STATION 0.3 METER.
 LX7582'
 LX7582'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7582'(NO STAMPING) IN A 1/4 INCH DRILL HOLE
 LX7582'SET IN THE TOP OF A POINTED 3 FOOT BY 2 FOOT LEDGE OUTCROP.
 LX7582'IT IS LOCATED
 LX7582'20.7 METERS (68 FT) WEST FROM THE CENTERLINE OF AN ON RAMP,
 LX7582'4.45 METERS (14.6 FT) NORTH FROM THE RANGE OF THE MOST SOUTHERLY
 LX7582'OF TWO BILLBOARDS AND
 LX7582'0.98 METER (3.2 FT) EAST FROM A WIRE FENCE.
 LX7582'MARK IS ABOVE STATION 1.0 METER.
 LX7582'
 LX7582'AZIMUTH MARK NUMBER 1 IS A STANDARD CDOT DISK
 LX7582'STAMPED---D 4664---,
 LX7582'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7582'FLUSH WITH GROUND.  IT IS LOCATED
 LX7582'30.2 METERS (99 FT) SOUTH FROM THE CENTERLINE OF CAPITOL AVENUE,
 LX7582'11.9 METERS (39 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7582'8 AND 25,
 LX7582'2.96 METERS (9.7 FT) NORTHEAST FROM A METAL LIGHT POLE AND
 LX7582'1.04 METERS (3.4 FT) EAST FROM THE EAST FACE OF A CONCRETE WALL.
 LX7582'TO REACH AZIMUTH MARK FROM BRIDGEPORT AT THE
 LX7582'INTERSECTION OF CONNECTICUT ROUTE 722 (CHOPSY HILL ROAD) AND U.S.
 LX7582'ROUTE 1 (NORTH AVENUE) PROCEED SOUTHWEST ON U.S. ROUTE 1 FOR 0.3
 LX7582'KM (0.21 MI) AND TURN RIGHT.  GO WEST ON CAPITOL AVENUE FOR 0.1
 LX7582'KM (0.04 MI) TO THE STATION ON THE LEFT JUST BEFORE AN OVERPASS.
 LX7582'
 LX7582'AZIMUTH MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX7582'STAMPED---D 4680---,
 LX7582'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 CM IN DIAMETER
 LX7582'FLUSH WITH GROUND.  IT IS LOCATED
 LX7582'39.6 METERS (130 FT) WEST FROM THE CENTERLINE OF
 LX7582'CONNECTICUT ROUTE 8 AND 25,
 LX7582'24.4 METERS (80 FT) NORTH FROM THE CENTERLINE OF THE WESTBOUND
 LX7582'LANE OF CONNECTICUT ROUTE 722,
 LX7582'13.01 METERS (42.7 FT) NORTHEAST FROM THE NORTHWEST END OF A
 LX7582'CONCRETE BRIDGE RAIL AND
 LX7582'6.34 METERS (20.8 FT) SOUTH-SOUTHEAST FROM A FENCE CORNER.
 LX7582'THE STATION IS AT THE NORTHWEST INTERSECTION OF CONNECTICUT
 LX7582'ROUTE 8 AND 25 AND CONNECTICUT ROUTE 722.
 LX7582'
 LX7582'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7582'
 LX7582'DESCRIBED BY R JORDAN.
 LX7582
 LX7582                          STATION RECOVERY (1991)
 LX7582
 LX7582'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX7582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6465 ***********************************************************************
 LX6465  DESIGNATION -  D 4899
 LX6465  PID         -  LX6465
 LX6465  STATE/COUNTY-  CT/NEW HAVEN
 LX6465  USGS QUAD   -  BRANFORD (1984)
 LX6465
 LX6465                         *CURRENT SURVEY CONTROL
 LX6465  ___________________________________________________________________
 LX6465* NAD 83(1996)-  41 16 43.85036(N)    072 50 29.44210(W)     ADJUSTED  
 LX6465* NAVD 88     -        38.6    (meters)     127.     (feet)  VERTCON   
 LX6465  ___________________________________________________________________
 LX6465  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LX6465  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX6465
 LX6465  HORZ ORDER  -  SECOND
 LX6465
 LX6465.The horizontal coordinates were established by classical geodetic methods
 LX6465.and adjusted by the National Geodetic Survey in August 1998..
 LX6465.No horizontal observational check was made to the station.
 LX6465
 LX6465.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6465
 LX6465.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6465
 LX6465.The geoid height was determined by GEOID03.
 LX6465
 LX6465;                    North         East     Units Scale Factor Converg.
 LX6465;SPC CT       -   201,881.914   297,133.852   MT  0.99999298   -0 03 38.4
 LX6465;SPC CT       -   662,340.91    974,846.65   sFT  0.99999298   -0 03 38.4
 LX6465;UTM  18      - 4,571,959.482   680,770.574   MT  1.00000218   +1 25 27.8
 LX6465
 LX6465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6465!SPC CT       -   0.99999864  x   0.99999298  =   0.99999162
 LX6465!UTM  18      -   0.99999864  x   1.00000218  =   1.00000082
 LX6465
 LX6465                          SUPERSEDED SURVEY CONTROL
 LX6465
 LX6465  NAD 83(1992)-  41 16 43.84946(N)    072 50 29.44193(W) AD(       ) 2
 LX6465  NAD 83(1986)-  41 16 43.85149(N)    072 50 29.44505(W) AD(       ) 2
 LX6465  NAD 27      -  41 16 43.50428(N)    072 50 31.08614(W) AD(       ) 2
 LX6465  NGVD 29 (07/19/86)   38.9    (m)          128.     (f) VERT ANG       
 LX6465
 LX6465.Superseded values are not recommended for survey control.
 LX6465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6465.See file dsdata.txt to determine how the superseded data were derived.
 LX6465
 LX6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8077171959(NAD 83)
 LX6465_MARKER: Z = SEE DESCRIPTION
 LX6465_SETTING: 0 = UNSPECIFIED SETTING
 LX6465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6465
 LX6465  HISTORY     - Date     Condition        Report By
 LX6465  HISTORY     - 1976     MONUMENTED       NGS
 LX6465
 LX6465                          STATION DESCRIPTION
 LX6465
 LX6465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6465'THE STATION IS ABOUT 4 MILES SOUTHEAST OF NEW HAVEN, 2 MILES
 LX6465'WEST OF BRANFORD, 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 95 AND
 LX6465'ALONG THE RIGHT-OF-WAY OF U.S. HIGHWAY 1.
 LX6465'
 LX6465'TO REACH THE STATION FROM THE TOWN HALL IN EAST HAVEN, GO
 LX6465'SOUTHEAST ON MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF STATE
 LX6465'HIGHWAY 142.  CONTINUE EASTERLY ON MAIN STREET FOR 0.35 MILE TO
 LX6465'THE JUNCTION OF U.S. HIGHWAY 1.  BEAR RIGHT AND GO EAST ON
 LX6465'HIGHWAY 1 FOR 1.05 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 LX6465'
 LX6465'STATION MARK, STAMPED---CDOT 4899---, IS A CONNECTICUT
 LX6465'GEODETIC SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 LX6465'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET
 LX6465'NORTH OF THE CENTER LINE OF HIGHWAY 1, 24 FEET EAST OF THE
 LX6465'CENTER OF BEAVER STREET AND 6.3 FEET EAST OF A SOUTHERN NEW
 LX6465'ENGLAND TELEPHONE POLE NUMBER 164.
 LX6465'
 LX6465'AN EDM CONNECTION WAS MADE TO TRIANGULATION STATION MARC,
 LX6465'THE DISTANCE BEING 206.858 METERS.
 LX6465'
 LX6465'DESCRIBED BY N.B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1672 ***********************************************************************
 LX1672  DESIGNATION -  D 49
 LX1672  PID         -  LX1672
 LX1672  STATE/COUNTY-  CT/HARTFORD
 LX1672  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1672
 LX1672                         *CURRENT SURVEY CONTROL
 LX1672  ___________________________________________________________________
 LX1672* NAD 83(1986)-  41 53 43.     (N)    072 37 34.     (W)     SCALED    
 LX1672* NAVD 88     -        10.203  (meters)      33.47   (feet)  ADJUSTED  
 LX1672  ___________________________________________________________________
 LX1672  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX1672  DYNAMIC HT  -          10.200 (meters)      33.46  (feet)  COMP
 LX1672  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 LX1672
 LX1672  VERT ORDER  -  FIRST     CLASS II
 LX1672
 LX1672.The horizontal coordinates were scaled from a topographic map and have
 LX1672.an estimated accuracy of +/- 6 seconds.
 LX1672
 LX1672.The orthometric height was determined by differential leveling
 LX1672.and adjusted by the National Geodetic Survey in June 1991..
 LX1672
 LX1672.The geoid height was determined by GEOID03.
 LX1672
 LX1672.The dynamic height is computed by dividing the NAVD 88
 LX1672.geopotential number by the normal gravity value computed on the
 LX1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1672.degrees latitude (g = 980.6199 gals.).
 LX1672
 LX1672.The modeled gravity was interpolated from observed gravity values.
 LX1672
 LX1672;                    North         East    Units  Estimated Accuracy
 LX1672;SPC CT       -   270,350.      315,080.      MT  (+/- 180 meters Scaled)
 LX1672
 LX1672                          SUPERSEDED SURVEY CONTROL
 LX1672
 LX1672.No superseded survey control is available for this station.
 LX1672
 LX1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM969408(NAD 83)
 LX1672_MARKER: DB = BENCH MARK DISK
 LX1672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1672_SP_SET: CULVERT
 LX1672_STAMPING: D 49 1978
 LX1672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1672
 LX1672  HISTORY     - Date     Condition        Report By
 LX1672  HISTORY     - 1978     MONUMENTED       NGS
 LX1672
 LX1672                          STATION DESCRIPTION
 LX1672
 LX1672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1672'WINDSOR LOCKS.
 LX1672'2.2 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1672'WINDSOR LOCKS TO THE MARK ON THE LEFT, 3.45 MILE NORTH ALONG STATE
 LX1672'HIGHWAY 159 FROM THE POST OFFICE IN WINDSOR, SET IN THE SOUTHEAST
 LX1672'WING WALL OF A LARGE BOX CULVERT RUNNING UNDER HIGHWAY 159, 0.1
 LX1672'MILE NORTH OF CLAPP ROAD, 15.5 FEET EAST OF THE CENTER LINE OF
 LX1672'HIGHWAY 159, 14.5 FEET NORTH OF POWER POLE NUMBER 1665, 1 FOOT
 LX1672'EAST OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1796 ***********************************************************************
 LX1796  DESIGNATION -  D 49 RESET
 LX1796  PID         -  LX1796
 LX1796  STATE/COUNTY-  CT/HARTFORD
 LX1796  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1796
 LX1796                         *CURRENT SURVEY CONTROL
 LX1796  ___________________________________________________________________
 LX1796* NAD 83(1986)-  41 53 43.     (N)    072 37 34.     (W)     SCALED    
 LX1796* NAVD 88     -        10.582  (meters)      34.72   (feet)  ADJUSTED  
 LX1796  ___________________________________________________________________
 LX1796  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX1796  DYNAMIC HT  -          10.579 (meters)      34.71  (feet)  COMP
 LX1796  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 LX1796
 LX1796  VERT ORDER  -  FIRST     CLASS II
 LX1796
 LX1796.The horizontal coordinates were scaled from a topographic map and have
 LX1796.an estimated accuracy of +/- 6 seconds.
 LX1796
 LX1796.The orthometric height was determined by differential leveling
 LX1796.and adjusted by the National Geodetic Survey in June 1991..
 LX1796
 LX1796.The geoid height was determined by GEOID03.
 LX1796
 LX1796.The dynamic height is computed by dividing the NAVD 88
 LX1796.geopotential number by the normal gravity value computed on the
 LX1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1796.degrees latitude (g = 980.6199 gals.).
 LX1796
 LX1796.The modeled gravity was interpolated from observed gravity values.
 LX1796
 LX1796;                    North         East    Units  Estimated Accuracy
 LX1796;SPC CT       -   270,350.      315,080.      MT  (+/- 180 meters Scaled)
 LX1796
 LX1796                          SUPERSEDED SURVEY CONTROL
 LX1796
 LX1796.No superseded survey control is available for this station.
 LX1796
 LX1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM969408(NAD 83)
 LX1796_MARKER: DB = BENCH MARK DISK
 LX1796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1796_SP_SET: HEADWALL
 LX1796_STAMPING: D 49 RESET 1979
 LX1796_MARK LOGO: NGS   
 LX1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1796+STABILITY: SURFACE MOTION
 LX1796
 LX1796  HISTORY     - Date     Condition        Report By
 LX1796  HISTORY     - 1979     MONUMENTED       NGS
 LX1796  HISTORY     - 1986     GOOD             NGS
 LX1796
 LX1796                          STATION DESCRIPTION
 LX1796
 LX1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LX1796'1.4 MI SOUTH FROM WINDSOR LOCKS.
 LX1796'THE JUNCTION OF INTERSTATE HIGHWAY 91 AND STATE HIGHWAY 159 IN
 LX1796'WINDSOR LOCKS, GO SOUTH ON HIGHWAY 159 FOR 1.4 MILES TO THE BRIDGE
 LX1796'ABUTMENT AND THE MARK ON THE LEFT, 303 FEET NORTH OF THE CENTER
 LX1796'OF CLAPP ROAD, 16 FEET EAST OF THE CENTER OF HIGHWAY 159 AND 12
 LX1796'FEET NORTHWEST OF A METAL WITNESS POST.
 LX1796
 LX1796                          STATION RECOVERY (1986)
 LX1796
 LX1796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX1796'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2 MI)
 LX1796'SOUTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN WINDSOR LOCKS
 LX1796'TO THE MARK ON THE LEFT, ALSO 5.6 KM (3.45 MI) NORTH ALONG STATE
 LX1796'HIGHWAY 159 FROM THE POST OFFICE IN WINDSOR, 4.87 METERS (16.0 FT)
 LX1796'EAST OF THE CENTERLINE OF THE HIGHWAY, 9.24 METERS (30.3 FT) NORTH OF
 LX1796'THE CENTER OF CLAPP ROAD.
 LX1796'THE MARK IS 3.65 METERS  NW FROM  METAL WITNESS POST
 LX1796'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1647 ***********************************************************************
 LX1647  DESIGNATION -  D 50
 LX1647  PID         -  LX1647
 LX1647  STATE/COUNTY-  CT/HARTFORD
 LX1647  USGS QUAD   -  MERIDEN (1992)
 LX1647
 LX1647                         *CURRENT SURVEY CONTROL
 LX1647  ___________________________________________________________________
 LX1647* NAD 83(1986)-  41 37 25.     (N)    072 46 58.     (W)     SCALED    
 LX1647* NAVD 88     -        68.250  (meters)     223.92   (feet)  ADJUSTED  
 LX1647  ___________________________________________________________________
 LX1647  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX1647  DYNAMIC HT  -          68.228 (meters)     223.84  (feet)  COMP
 LX1647  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 LX1647
 LX1647  VERT ORDER  -  FIRST     CLASS II
 LX1647
 LX1647.The horizontal coordinates were scaled from a topographic map and have
 LX1647.an estimated accuracy of +/- 6 seconds.
 LX1647
 LX1647.The orthometric height was determined by differential leveling
 LX1647.and adjusted by the National Geodetic Survey in June 1991..
 LX1647
 LX1647.The geoid height was determined by GEOID03.
 LX1647
 LX1647.The dynamic height is computed by dividing the NAVD 88
 LX1647.geopotential number by the normal gravity value computed on the
 LX1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1647.degrees latitude (g = 980.6199 gals.).
 LX1647
 LX1647.The modeled gravity was interpolated from observed gravity values.
 LX1647
 LX1647;                    North         East    Units  Estimated Accuracy
 LX1647;SPC CT       -   240,170.      302,070.      MT  (+/- 180 meters Scaled)
 LX1647
 LX1647                          SUPERSEDED SURVEY CONTROL
 LX1647
 LX1647.No superseded survey control is available for this station.
 LX1647
 LX1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM847103(NAD 83)
 LX1647_MARKER: DB = BENCH MARK DISK
 LX1647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1647_SP_SET: STAINLESS STEEL ROD
 LX1647_STAMPING: D 50 1978
 LX1647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1647
 LX1647  HISTORY     - Date     Condition        Report By
 LX1647  HISTORY     - 1978     MONUMENTED       NGS
 LX1647
 LX1647                          STATION DESCRIPTION
 LX1647
 LX1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1647'3.95 MI SOUTH FROM NEW BRITAIN.
 LX1647'3.95 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST
 LX1647'MAIN STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE MARK ON THE RIGHT
 LX1647'SET ON THE PROPERTY OF CONGREGATIONAL CHURCH OF KENSINGTON, 39 FEET
 LX1647'EAST OF THE EAST CORNER OF THE CHURCH, 35 FEET SOUTHEAST OF A
 LX1647'LARGE CIVIL WAR MONUMENT, 19 FEET NORTHWEST OF THE CENTER LINE OF
 LX1647'HIGHWAY 71, 3 FEET NORTHWEST OF POWER POLE NUMBER 48681 WITH A STREET
 LX1647'LIGHT, ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7583 ***********************************************************************
 LX7583  DESIGNATION -  D 5002
 LX7583  PID         -  LX7583
 LX7583  STATE/COUNTY-  CT/FAIRFIELD
 LX7583  USGS QUAD   -  ANSONIA (1984)
 LX7583
 LX7583                         *CURRENT SURVEY CONTROL
 LX7583  ___________________________________________________________________
 LX7583* NAD 83(1996)-  41 16 24.53307(N)    073 07 01.28037(W)     ADJUSTED  
 LX7583* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 LX7583  ___________________________________________________________________
 LX7583  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LX7583  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX7583
 LX7583  HORZ ORDER  -  SECOND
 LX7583
 LX7583.The horizontal coordinates were established by classical geodetic methods
 LX7583.and adjusted by the National Geodetic Survey in August 1998..
 LX7583
 LX7583.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7583
 LX7583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7583
 LX7583.The geoid height was determined by GEOID03.
 LX7583
 LX7583;                    North         East     Units Scale Factor Converg.
 LX7583;SPC CT       -   201,347.231   274,049.403   MT  0.99999340   -0 14 36.1
 LX7583;SPC CT       -   660,586.71    899,110.42   sFT  0.99999340   -0 14 36.1
 LX7583;UTM  18      - 4,570,826.626   657,708.669   MT  0.99990611   +1 14 32.5
 LX7583
 LX7583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7583!SPC CT       -   0.99999731  x   0.99999340  =   0.99999071
 LX7583!UTM  18      -   0.99999731  x   0.99990611  =   0.99990342
 LX7583
 LX7583:                Primary Azimuth Mark                     Grid Az
 LX7583:SPC CT       -  5984                                     025 04 12.9
 LX7583:UTM  18      -  5984                                     023 35 04.3
 LX7583
 LX7583|---------------------------------------------------------------------|
 LX7583| PID    Reference Object                     Distance      Geod. Az  |
 LX7583|                                                           dddmmss.s |
 LX7583| CR9563 5984                                               0244936.8 |
 LX7583| CR9679 D 5002 RM 1                           4.853 METERS 17838     |
 LX7583| CR9678 D 4942                                             1802824.6 |
 LX7583| CR9680 D 5002 RM 2                          10.834 METERS 24254     |
 LX7583| CR9681 D 5002 RM 3                           4.497 METERS 29611     |
 LX7583|---------------------------------------------------------------------|
 LX7583
 LX7583                          SUPERSEDED SURVEY CONTROL
 LX7583
 LX7583  NAD 83(1992)-  41 16 24.53203(N)    073 07 01.28011(W) AD(       ) 2
 LX7583  NAD 83(1986)-  41 16 24.53438(N)    073 07 01.28530(W) AD(       ) 2
 LX7583  NAD 83(1986)-  41 16 24.53324(N)    073 07 01.28452(W) AD(       ) 2
 LX7583  NGVD 29 (01/16/90)   47.1    (m)          155.     (f) VERT ANG       
 LX7583
 LX7583.Superseded values are not recommended for survey control.
 LX7583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7583.See file dsdata.txt to determine how the superseded data were derived.
 LX7583
 LX7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5770970827(NAD 83)
 LX7583_MARKER: DD = SURVEY DISK
 LX7583_SETTING: 66 = SET IN ROCK OUTCROP
 LX7583_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX7583_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7583+STABILITY: POSITION/ELEVATION WELL
 LX7583
 LX7583  HISTORY     - Date     Condition        Report By
 LX7583  HISTORY     - 1982     MONUMENTED
 LX7583
 LX7583                          STATION DESCRIPTION
 LX7583
 LX7583'DESCRIBED 1982 (AJK)
 LX7583'THE STATION IS LOCATED ABOUT 7.7 KM (4.75 MI) WEST SOUTHWEST OF
 LX7583'ORANGE, 6.0 KM (3.75 MI) SOUTH SOUTHWEST OF DERBY AND 3.6 KM
 LX7583'(2.25 MI) SOUTHEAST OF HUNTINGTON.
 LX7583'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7583'MR EDWARD J SULLIVAN CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7583'24 WOLCOTT HILL ROAD WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7583'
 LX7583'TO REACH THE STATION FROM STRATFORD AT THE INTERSECTION OF
 LX7583'CONNECTICUT ROUTE 15 (MERRITT PARKWAY) AND CONNECTICUT ROUTE 8
 LX7583'(GENERAL SAMUEL JASKILKA HIGHWAY) PROCEED NORTHERLY ALONG
 LX7583'CONNECTICUT ROUTE 8 FOR 5.2 KM (3.23 MI) TO EXIT 12.  BEAR RIGHT
 LX7583'ONTO RAMP AND PROCEED NORTHEASTERLY FOR 0.2 KM (0.10 MI) TO THE
 LX7583'STATION ON THE RIGHT APPROXIMATELY 8 METERS (25 FT) ABOVE THE
 LX7583'SURFACE OF THE ROAD.
 LX7583'
 LX7583'THE STATION IS A STANDARD CDOT DISK
 LX7583'STAMPED---D 5002---,
 LX7583'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7583'20.4 METERS (67 FT) SOUTHEAST FROM THE CENTERLINE OF A NORTHBOUND
 LX7583'EXIT RAMP,
 LX7583'0.3 METER (1.0 FT) NORTHWEST FROM THE RANGE OF A HIGHWAY SIGN AND
 LX7583'4.6 METERS (15 FT) SOUTHEAST FROM THE EDGE OF A ROCK LEDGE.
 LX7583'
 LX7583'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7583'(NO STAMPING) IN A 1/4 INCH DRILL HOLE
 LX7583'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7583'24.4 METERS (80 FT) SOUTHEAST FROM THE CENTERLINE OF A NORTHBOUND
 LX7583'EXIT RAMP,
 LX7583'8.38 METERS (27.5 FT) SOUTHEAST FROM THE EDGE OF A ROCK LEDGE AND
 LX7583'1.98 METERS (6.5 FT) SOUTHWEST FROM THE RANGE OF A HIGHWAY SIGN.
 LX7583'MARK IS ABOVE STATION 1.4 METERS.
 LX7583'
 LX7583'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7583'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED SQUARE
 LX7583'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7583'18.9 METERS (62 FT) SOUTHEAST FROM THE CENTERLINE OF A NORTHBOUND
 LX7583'EXIT RAMP,
 LX7583'3.20 METERS (10.5 FT) SOUTHEAST FROM THE EDGE OF A ROCK LEDGE AND
 LX7583'10.67 METERS (35.0 FT) SOUTHWEST FROM THE RANGE OF A HIGHWAY SIGN.
 LX7583'MARK IS BELOW STATION 0.1 METER.
 LX7583'
 LX7583'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7583'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE
 LX7583'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7583'16.2 METERS (53 FT) SOUTHEAST FROM THE CENTERLINE OF A NORTHBOUND
 LX7583'EXIT RAMP,
 LX7583'0.91 METER (3.0 FT) SOUTHEAST FROM THE EDGE OF A ROCK LEDGE AND
 LX7583'2.44 METERS (8.0 FT) SOUTHWEST FROM THE RANGE OF A HIGHWAY SIGN.
 LX7583'MARK IS BELOW STATION 0.8 METER.
 LX7583'
 LX7583'AZIMUTH MARK NUMBER 1 IS A STANDARD CDOT DISK
 LX7583'STAMPED---D 4942---,
 LX7583'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7583'FLUSH WITH GROUND.  IT IS LOCATED
 LX7583'13.26 METERS (43.5 FT) SOUTHWEST FROM THE CENTERLINE OF A CATCH
 LX7583'BASIN,
 LX7583'8.84 METERS (29 FT) NORTHWEST FROM THE CENTERLINE OF CONNECTICUT
 LX7583'ROUTE 8 AND
 LX7583'5.49 METERS (18.0 FT) SOUTH FROM A 10 CM MOUNTAIN ASH TREE.
 LX7583'TO REACH AZIMUTH MARK FROM SHELTON AT THE
 LX7583'INTERSECTION OF CONNECTICUT ROUTE 8 (GENERAL SAMUEL JASKILKA
 LX7583'HIGHWAY) AND OLD STRATFORD ROAD PROCEED SOUTHERLY ALONG
 LX7583'CONNECTICUT ROUTE 8 FOR 0.4 KM (0.25 MI) TO THE STATION ON THE
 LX7583'RIGHT.
 LX7583'
 LX7583'AZIMUTH MARK NUMBER 2 IS A STANDARD CTGS DISK
 LX7583'STAMPED---5984---,
 LX7583'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7583'35.4 METERS (116 FT) SOUTH FROM THE CENTERLINE OF LONG HILL CROSS
 LX7583'ROAD,
 LX7583'4.9 METERS (16 FT) EAST FROM THE EDGE OF A ROCK CUT,
 LX7583'2.1 METERS (7 FT) SOUTH FROM THE RANGE OF THE NORTH SIDE OF HOUSE
 LX7583'NUMBER 115,
 LX7583'19.87 METERS (65.2 FT) WEST FROM A WIRE FENCE AND
 LX7583'17.19 METERS (56.4 FT) SOUTHWEST FROM A 61 CM MAPLE TREE.
 LX7583'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTHEASTERLY
 LX7583'ALONG EXIT 12 NORTHBOUND RAMP FOR 0.1 KM (0.07 MI) TO OLD
 LX7583'STRATFORD ROAD.  CONTINUE STRAIGHT ONTO CONNECTICUT ROUTE 8
 LX7583'NORTHBOUND ENTRANCE RAMP AND PROCEED NORTHERLY FOR 1.2 KM
 LX7583'(0.72 MI) TO THE STATION ON THE RIGHT ABOUT 15 METERS (50 FT)
 LX7583'ABOVE THE SURFACE OF THE ROAD.
 LX7583'
 LX7583'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7583'
 LX7583'DESCRIBED BY S MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1622 ***********************************************************************
 LX1622  DESIGNATION -  D 51
 LX1622  PID         -  LX1622
 LX1622  STATE/COUNTY-  CT/NEW HAVEN
 LX1622  USGS QUAD   -  NEW HAVEN (1984)
 LX1622
 LX1622                         *CURRENT SURVEY CONTROL
 LX1622  ___________________________________________________________________
 LX1622* NAD 83(1986)-  41 19 20.     (N)    072 53 47.     (W)     SCALED    
 LX1622* NAVD 88     -        13.772  (meters)      45.18   (feet)  ADJUSTED  
 LX1622  ___________________________________________________________________
 LX1622  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX1622  DYNAMIC HT  -          13.767 (meters)      45.17  (feet)  COMP
 LX1622  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 LX1622
 LX1622  VERT ORDER  -  FIRST     CLASS II
 LX1622
 LX1622.The horizontal coordinates were scaled from a topographic map and have
 LX1622.an estimated accuracy of +/- 6 seconds.
 LX1622
 LX1622.The orthometric height was determined by differential leveling
 LX1622.and adjusted by the National Geodetic Survey in June 1991..
 LX1622
 LX1622.The geoid height was determined by GEOID03.
 LX1622
 LX1622.The dynamic height is computed by dividing the NAVD 88
 LX1622.geopotential number by the normal gravity value computed on the
 LX1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1622.degrees latitude (g = 980.6199 gals.).
 LX1622
 LX1622.The modeled gravity was interpolated from observed gravity values.
 LX1622
 LX1622;                    North         East    Units  Estimated Accuracy
 LX1622;SPC CT       -   206,710.      292,540.      MT  (+/- 180 meters Scaled)
 LX1622
 LX1622                          SUPERSEDED SURVEY CONTROL
 LX1622
 LX1622.No superseded survey control is available for this station.
 LX1622
 LX1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL760766(NAD 83)
 LX1622_MARKER: DB = BENCH MARK DISK
 LX1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1622_SP_SET: FOUNDATION
 LX1622_STAMPING: D 51 1978
 LX1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1622
 LX1622  HISTORY     - Date     Condition        Report By
 LX1622  HISTORY     - 1978     MONUMENTED       NGS
 LX1622
 LX1622                          STATION DESCRIPTION
 LX1622
 LX1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1622'1.35 MILES NE FROM NEW HAVEN.
 LX1622'1.35 MILES NORTHEAST ALONG STATE HIGHWAY 5 WHICH IS ALSO STATE STREET
 LX1622'FROM U.S. HIGHWAY 91 OVERPASS BRIDGE OVER HIGHWAY 5, SET IN THE
 LX1622'BASEMENT WINDOW VENT WHICH IS PART OF THE FOUNDATION OF THE NEW HAVEN
 LX1622'RAILROAD AMTRACK MAINTIANCE OF WAY BUILDING, 10 FEET SOUTHWEST OF THE
 LX1622'FRONT ENTRANCE TO BUILDING, 2 FEET NORTHWEST OF THE NORTHWEST FACE
 LX1622'OF THE BUILDING, 2.5 FEET SOUTHWEST OF THE SOUTHWEST RETAINING WALL
 LX1622'OF THE ENTRANCE STEPS TO THE BUILDING, 33.5 FEET EAST OF POWER POLE
 LX1622'NUMBER 4349, 50.5 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1460 ***********************************************************************
 MZ1460  DESIGNATION -  D 53
 MZ1460  PID         -  MZ1460
 MZ1460  STATE/COUNTY-  CT/LITCHFIELD
 MZ1460  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1460
 MZ1460                         *CURRENT SURVEY CONTROL
 MZ1460  ___________________________________________________________________
 MZ1460* NAD 83(1986)-  42 01 05.     (N)    073 18 29.     (W)     SCALED    
 MZ1460* NAVD 88     -       241.518  (meters)     792.38   (feet)  ADJUSTED  
 MZ1460  ___________________________________________________________________
 MZ1460  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 MZ1460  DYNAMIC HT  -         241.436 (meters)     792.11  (feet)  COMP
 MZ1460  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 MZ1460
 MZ1460  VERT ORDER  -  FIRST     CLASS II
 MZ1460
 MZ1460.The horizontal coordinates were scaled from a topographic map and have
 MZ1460.an estimated accuracy of +/- 6 seconds.
 MZ1460
 MZ1460.The orthometric height was determined by differential leveling
 MZ1460.and adjusted by the National Geodetic Survey in June 1991..
 MZ1460
 MZ1460.The geoid height was determined by GEOID03.
 MZ1460
 MZ1460.The dynamic height is computed by dividing the NAVD 88
 MZ1460.geopotential number by the normal gravity value computed on the
 MZ1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1460.degrees latitude (g = 980.6199 gals.).
 MZ1460
 MZ1460.The modeled gravity was interpolated from observed gravity values.
 MZ1460
 MZ1460;                    North         East    Units  Estimated Accuracy
 MZ1460;SPC CT       -   284,130.      258,580.      MT  (+/- 180 meters Scaled)
 MZ1460
 MZ1460                          SUPERSEDED SURVEY CONTROL
 MZ1460
 MZ1460.No superseded survey control is available for this station.
 MZ1460
 MZ1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM400531(NAD 83)
 MZ1460_MARKER: DB = BENCH MARK DISK
 MZ1460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MZ1460_SP_SET: HEADWALL
 MZ1460_STAMPING: D 53 1984
 MZ1460_MARK LOGO: NGS   
 MZ1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1460+STABILITY: SURFACE MOTION
 MZ1460
 MZ1460  HISTORY     - Date     Condition        Report By
 MZ1460  HISTORY     - 1984     MONUMENTED       NGS
 MZ1460
 MZ1460                          STATION DESCRIPTION
 MZ1460
 MZ1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1460'1.5 KM (0.95 MI) SE FROM CANAAN.
 MZ1460'1.5 KM (0.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 MZ1460'U.S. HIGHWAY 7 IN CANAAN TO THE MARK ON THE RIGHT, IN TOP OF THE
 MZ1460'NORTHWEST END OF THE SOUTHEAST HEADWALL OF A BOX CULVERT UNDER THE
 MZ1460'HIGHWAY, 5.49 METERS (18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 MZ1460'HIGHWAY, 0.21 METER (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 MZ1460'HEADWALL.
 MZ1460'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 MZ1460'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1860 ***********************************************************************
 LX1860  DESIGNATION -  D 54
 LX1860  PID         -  LX1860
 LX1860  STATE/COUNTY-  CT/FAIRFIELD
 LX1860  USGS QUAD   -  NORWALK NORTH (1975)
 LX1860
 LX1860                         *CURRENT SURVEY CONTROL
 LX1860  ___________________________________________________________________
 LX1860* NAD 83(1986)-  41 08 06.     (N)    073 25 28.     (W)     SCALED    
 LX1860* NAVD 88     -        23.202  (meters)      76.12   (feet)  ADJUSTED  
 LX1860  ___________________________________________________________________
 LX1860  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX1860  DYNAMIC HT  -          23.194 (meters)      76.10  (feet)  COMP
 LX1860  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 LX1860
 LX1860  VERT ORDER  -  FIRST     CLASS II
 LX1860
 LX1860.The horizontal coordinates were scaled from a topographic map and have
 LX1860.an estimated accuracy of +/- 6 seconds.
 LX1860
 LX1860.The orthometric height was determined by differential leveling
 LX1860.and adjusted by the National Geodetic Survey in June 1991..
 LX1860
 LX1860.The geoid height was determined by GEOID03.
 LX1860
 LX1860.The dynamic height is computed by dividing the NAVD 88
 LX1860.geopotential number by the normal gravity value computed on the
 LX1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1860.degrees latitude (g = 980.6199 gals.).
 LX1860
 LX1860.The modeled gravity was interpolated from observed gravity values.
 LX1860
 LX1860;                    North         East    Units  Estimated Accuracy
 LX1860;SPC CT       -   186,120.      248,170.      MT  (+/- 180 meters Scaled)
 LX1860
 LX1860                          SUPERSEDED SURVEY CONTROL
 LX1860
 LX1860.No superseded survey control is available for this station.
 LX1860
 LX1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL322549(NAD 83)
 LX1860_MARKER: I = METAL ROD
 LX1860_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1860_SP_SET: STAINLESS STEEL ROD
 LX1860_STAMPING: D 54 1984
 LX1860_MARK LOGO: NGS   
 LX1860_PROJECTION: FLUSH
 LX1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1860_ROD/PIPE-DEPTH: 3.6  meters
 LX1860
 LX1860  HISTORY     - Date     Condition        Report By
 LX1860  HISTORY     - 1984     MONUMENTED       NGS
 LX1860
 LX1860                          STATION DESCRIPTION
 LX1860
 LX1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1860'IN NORWALK.
 LX1860'IN NORWALK, ALONG MAIN STREET, AT THE NORTHWEST CORNER OF THE PROPERTY
 LX1860'OF THE PITNEY BOWES CORPORATION, NUMBER 276, 4.57 METERS (15.0 FT)
 LX1860'EAST OF THE EAST CURB OF MAIN STREET, 3.90 METERS (12.8 FT) EAST OF
 LX1860'UTILITY POLE 34426, 0.55 METER (1.8 FT) NORTH OF A WATER MAIN WITH A
 LX1860'V-TYPE TWIN CONNECTOR.
 LX1860'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2010 ***********************************************************************
 LX2010  DESIGNATION -  D 55
 LX2010  PID         -  LX2010
 LX2010  STATE/COUNTY-  CT/LITCHFIELD
 LX2010  USGS QUAD   -  WINSTED (1984)
 LX2010
 LX2010                         *CURRENT SURVEY CONTROL
 LX2010  ___________________________________________________________________
 LX2010* NAD 83(1986)-  41 54 43.     (N)    073 00 45.     (W)     SCALED    
 LX2010* NAVD 88     -       191.567  (meters)     628.50   (feet)  ADJUSTED  
 LX2010  ___________________________________________________________________
 LX2010  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX2010  DYNAMIC HT  -         191.506 (meters)     628.30  (feet)  COMP
 LX2010  MODELED GRAV-     980,302.5   (mgal)                       NAVD 88
 LX2010
 LX2010  VERT ORDER  -  FIRST     CLASS II
 LX2010
 LX2010.The horizontal coordinates were scaled from a topographic map and have
 LX2010.an estimated accuracy of +/- 6 seconds.
 LX2010
 LX2010.The orthometric height was determined by differential leveling
 LX2010.and adjusted by the National Geodetic Survey in June 1991..
 LX2010
 LX2010.The geoid height was determined by GEOID03.
 LX2010
 LX2010.The dynamic height is computed by dividing the NAVD 88
 LX2010.geopotential number by the normal gravity value computed on the
 LX2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2010.degrees latitude (g = 980.6199 gals.).
 LX2010
 LX2010.The modeled gravity was interpolated from observed gravity values.
 LX2010
 LX2010;                    North         East    Units  Estimated Accuracy
 LX2010;SPC CT       -   272,230.      283,020.      MT  (+/- 180 meters Scaled)
 LX2010
 LX2010                          SUPERSEDED SURVEY CONTROL
 LX2010
 LX2010.No superseded survey control is available for this station.
 LX2010
 LX2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM648419(NAD 83)
 LX2010_MARKER: DB = BENCH MARK DISK
 LX2010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2010_SP_SET: HEADWALL
 LX2010_STAMPING: D 55 1984
 LX2010_MARK LOGO: NGS   
 LX2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2010+STABILITY: SURFACE MOTION
 LX2010
 LX2010  HISTORY     - Date     Condition        Report By
 LX2010  HISTORY     - 1984     MONUMENTED       NGS
 LX2010
 LX2010                          STATION DESCRIPTION
 LX2010
 LX2010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2010'5.5 KM (3.45 MI) ESE FROM WINSTED.
 LX2010'5.5 KM (3.45 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX2010'OFFICE IN WINSTED TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF
 LX2010'THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 9.44 METERS (31.0
 LX2010'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.52 METERS (57.5 FT)
 LX2010'SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 06, 3.04 METERS
 LX2010'(10.0 FT) SOUTH OF A CABLE AND WOODEN POST GUARD RAIL.
 LX2010'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LX2010'THE MARK IS 1.06 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1667 ***********************************************************************
 LW1667  DESIGNATION -  D 56
 LW1667  PID         -  LW1667
 LW1667  STATE/COUNTY-  CT/WINDHAM
 LW1667  USGS QUAD   -  PUTNAM (1970)
 LW1667
 LW1667                         *CURRENT SURVEY CONTROL
 LW1667  ___________________________________________________________________
 LW1667* NAD 83(1986)-  41 59 07.     (N)    071 59 47.     (W)     SCALED    
 LW1667* NAVD 88     -       141.647  (meters)     464.72   (feet)  ADJUSTED  
 LW1667  ___________________________________________________________________
 LW1667  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LW1667  DYNAMIC HT  -         141.600 (meters)     464.57  (feet)  COMP
 LW1667  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LW1667
 LW1667  VERT ORDER  -  FIRST     CLASS II
 LW1667
 LW1667.The horizontal coordinates were scaled from a topographic map and have
 LW1667.an estimated accuracy of +/- 6 seconds.
 LW1667
 LW1667.The orthometric height was determined by differential leveling
 LW1667.and adjusted by the National Geodetic Survey in June 1991..
 LW1667
 LW1667.The geoid height was determined by GEOID03.
 LW1667
 LW1667.The dynamic height is computed by dividing the NAVD 88
 LW1667.geopotential number by the normal gravity value computed on the
 LW1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1667.degrees latitude (g = 980.6199 gals.).
 LW1667
 LW1667.The modeled gravity was interpolated from observed gravity values.
 LW1667
 LW1667;                    North         East    Units  Estimated Accuracy
 LW1667;SPC CT       -   280,610.      367,250.      MT  (+/- 180 meters Scaled)
 LW1667
 LW1667                          SUPERSEDED SURVEY CONTROL
 LW1667
 LW1667.No superseded survey control is available for this station.
 LW1667
 LW1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG517524(NAD 83)
 LW1667_MARKER: DB = BENCH MARK DISK
 LW1667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1667_SP_SET: HEADWALL
 LW1667_STAMPING: D 56 1984
 LW1667_MARK LOGO: NGS   
 LW1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1667+STABILITY: SURFACE MOTION
 LW1667
 LW1667  HISTORY     - Date     Condition        Report By
 LW1667  HISTORY     - 1984     MONUMENTED       NGS
 LW1667  HISTORY     - 1986     GOOD             NGS
 LW1667  HISTORY     - 19961001 GOOD             USPSQD
 LW1667  HISTORY     - 20030424 GOOD             INDIV
 LW1667
 LW1667                          STATION DESCRIPTION
 LW1667
 LW1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1667'0.8 KM (0.5 MI) SOUTH FROM NORTH WOODSTOCK.
 LW1667'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 169 FROM THE JUNCTION OF
 LW1667'STATE HIGHWAY 197 IN NORTH WOODSTOCK TO THE MARK ON THE RIGHT, IN TOP
 LW1667'OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER THE
 LW1667'HIGHWAY, 5.80 METERS (19.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LW1667'7.01 METERS (23.0 FT) SOUTH OF POWER POLE 3315, 0.30 METER (1.0 FT)
 LW1667'SOUTH OF THE NORTH END OF THE WEST HEADWALL OF THE CULVERT.
 LW1667'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LW1667'THE MARK IS 0.18 M BELOW HIGHWAY.
 LW1667
 LW1667                          STATION RECOVERY (1986)
 LW1667
 LW1667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1667'RECOVERED IN GOOD CONDITION.
 LW1667
 LW1667                          STATION RECOVERY (1996)
 LW1667
 LW1667'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1667'RECOVERED IN GOOD CONDITION.
 LW1667
 LW1667                          STATION RECOVERY (2003)
 LW1667
 LW1667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW1667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1896 ***********************************************************************
 LX1896  DESIGNATION -  D 57
 LX1896  PID         -  LX1896
 LX1896  STATE/COUNTY-  CT/FAIRFIELD
 LX1896  USGS QUAD   -  DANBURY (1984)
 LX1896
 LX1896                         *CURRENT SURVEY CONTROL
 LX1896  ___________________________________________________________________
 LX1896* NAD 83(1986)-  41 24 20.     (N)    073 27 34.     (W)     SCALED    
 LX1896* NAVD 88     -       121.955  (meters)     400.11   (feet)  ADJUSTED  
 LX1896  ___________________________________________________________________
 LX1896  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX1896  DYNAMIC HT  -         121.914 (meters)     399.98  (feet)  COMP
 LX1896  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LX1896
 LX1896  VERT ORDER  -  FIRST     CLASS II
 LX1896
 LX1896.The horizontal coordinates were scaled from a topographic map and have
 LX1896.an estimated accuracy of +/- 6 seconds.
 LX1896
 LX1896.The orthometric height was determined by differential leveling
 LX1896.and adjusted by the National Geodetic Survey in June 1991..
 LX1896
 LX1896.The geoid height was determined by GEOID03.
 LX1896
 LX1896.The dynamic height is computed by dividing the NAVD 88
 LX1896.geopotential number by the normal gravity value computed on the
 LX1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1896.degrees latitude (g = 980.6199 gals.).
 LX1896
 LX1896.The modeled gravity was interpolated from observed gravity values.
 LX1896
 LX1896;                    North         East    Units  Estimated Accuracy
 LX1896;SPC CT       -   216,190.      245,480.      MT  (+/- 180 meters Scaled)
 LX1896
 LX1896                          SUPERSEDED SURVEY CONTROL
 LX1896
 LX1896.No superseded survey control is available for this station.
 LX1896
 LX1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL287849(NAD 83)
 LX1896_MARKER: DB = BENCH MARK DISK
 LX1896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1896_STAMPING: D 57 1984
 LX1896_MARK LOGO: NGS   
 LX1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1896+STABILITY: SURFACE MOTION
 LX1896
 LX1896  HISTORY     - Date     Condition        Report By
 LX1896  HISTORY     - 1984     MONUMENTED       NGS
 LX1896  HISTORY     - 1985     GOOD             NGS
 LX1896
 LX1896                          STATION DESCRIPTION
 LX1896
 LX1896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1896'IN DANBURY.
 LX1896'IN DANBURY, AT THE NORTH END OF MAIN STREET (STATE HIGHWAY 39) AND THE
 LX1896'ENTRANCE RAMP FOR THE EAST BOUND LANE OF INTERSTATE 84 AND U.S.
 LX1896'HIGHWAY 7 NORTH, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST WALKWAY
 LX1896'(ALSO ABUTMENT) OF THE EAST BOUND ENTRANCE RAMP BRIDGE OVER A CREEK,
 LX1896'0.1 KM (0.05 MI) NORTHEAST OF MAIN STREET, 5.18 METERS (17.0 FT)
 LX1896'SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE RAMP, 0.27 METER (0.9 FT)
 LX1896'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST WALKWAY OF THE BRIDGE.
 LX1896'THE MARK IS 0.30 M ABOVE RAMP.
 LX1896
 LX1896                          STATION RECOVERY (1985)
 LX1896
 LX1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1983 ***********************************************************************
 LX1983  DESIGNATION -  D 58
 LX1983  PID         -  LX1983
 LX1983  STATE/COUNTY-  CT/LITCHFIELD
 LX1983  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1983
 LX1983                         *CURRENT SURVEY CONTROL
 LX1983  ___________________________________________________________________
 LX1983* NAD 83(1986)-  41 58 58.     (N)    073 19 54.     (W)     SCALED    
 LX1983* NAVD 88     -       226.467  (meters)     743.00   (feet)  ADJUSTED  
 LX1983  ___________________________________________________________________
 LX1983  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1983  DYNAMIC HT  -         226.391 (meters)     742.75  (feet)  COMP
 LX1983  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 LX1983
 LX1983  VERT ORDER  -  FIRST     CLASS II
 LX1983
 LX1983.The horizontal coordinates were scaled from a topographic map and have
 LX1983.an estimated accuracy of +/- 6 seconds.
 LX1983
 LX1983.The orthometric height was determined by differential leveling
 LX1983.and adjusted by the National Geodetic Survey in June 1991..
 LX1983
 LX1983.The geoid height was determined by GEOID03.
 LX1983
 LX1983.The dynamic height is computed by dividing the NAVD 88
 LX1983.geopotential number by the normal gravity value computed on the
 LX1983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1983.degrees latitude (g = 980.6199 gals.).
 LX1983
 LX1983.The modeled gravity was interpolated from observed gravity values.
 LX1983
 LX1983;                    North         East    Units  Estimated Accuracy
 LX1983;SPC CT       -   280,220.      256,600.      MT  (+/- 180 meters Scaled)
 LX1983
 LX1983                          SUPERSEDED SURVEY CONTROL
 LX1983
 LX1983.No superseded survey control is available for this station.
 LX1983
 LX1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM382492(NAD 83)
 LX1983_MARKER: DB = BENCH MARK DISK
 LX1983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1983_SP_SET: HEADWALL
 LX1983_STAMPING: D 58 1984
 LX1983_MARK LOGO: NGS   
 LX1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1983+STABILITY: SURFACE MOTION
 LX1983
 LX1983  HISTORY     - Date     Condition        Report By
 LX1983  HISTORY     - 1984     MONUMENTED       NGS
 LX1983
 LX1983                          STATION DESCRIPTION
 LX1983
 LX1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1983'5.8 KM (3.65 MI) SOUTH FROM CANAAN.
 LX1983'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1983'CANAAN, THENCE 5.1 KM (3.2 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1983'ON THE LEFT, IN TOP OF AN L-SHAPED HEADWALL OF A CULVERT UNDER THE
 LX1983'HIGHWAY, 6.10 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1983'16.31 METERS (53.5 FT) NORTHEAST OF AND ACROSS THE HIGHWAY OF UTILITY
 LX1983'POLE 3090, 0.09 METER (0.3 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 LX1983'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 LX1983'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1958 ***********************************************************************
 LX1958  DESIGNATION -  D 59
 LX1958  PID         -  LX1958
 LX1958  STATE/COUNTY-  CT/LITCHFIELD
 LX1958  USGS QUAD   -  ELLSWORTH (1969)
 LX1958
 LX1958                         *CURRENT SURVEY CONTROL
 LX1958  ___________________________________________________________________
 LX1958* NAD 83(1986)-  41 48 10.     (N)    073 23 10.     (W)     SCALED    
 LX1958* NAVD 88     -       166.734  (meters)     547.03   (feet)  ADJUSTED  
 LX1958  ___________________________________________________________________
 LX1958  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX1958  DYNAMIC HT  -         166.678 (meters)     546.84  (feet)  COMP
 LX1958  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX1958
 LX1958  VERT ORDER  -  FIRST     CLASS II
 LX1958
 LX1958.The horizontal coordinates were scaled from a topographic map and have
 LX1958.an estimated accuracy of +/- 6 seconds.
 LX1958
 LX1958.The orthometric height was determined by differential leveling
 LX1958.and adjusted by the National Geodetic Survey in June 1991..
 LX1958
 LX1958.The geoid height was determined by GEOID03.
 LX1958
 LX1958.The dynamic height is computed by dividing the NAVD 88
 LX1958.geopotential number by the normal gravity value computed on the
 LX1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1958.degrees latitude (g = 980.6199 gals.).
 LX1958
 LX1958.The modeled gravity was interpolated from observed gravity values.
 LX1958
 LX1958;                    North         East    Units  Estimated Accuracy
 LX1958;SPC CT       -   260,260.      251,940.      MT  (+/- 180 meters Scaled)
 LX1958
 LX1958                          SUPERSEDED SURVEY CONTROL
 LX1958
 LX1958.No superseded survey control is available for this station.
 LX1958
 LX1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM340291(NAD 83)
 LX1958_MARKER: DB = BENCH MARK DISK
 LX1958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1958_SP_SET: WINGWALL
 LX1958_STAMPING: D 59 1984
 LX1958_MARK LOGO: NGS   
 LX1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1958+STABILITY: SURFACE MOTION
 LX1958
 LX1958  HISTORY     - Date     Condition        Report By
 LX1958  HISTORY     - 1984     MONUMENTED       NGS
 LX1958  HISTORY     - 1985     GOOD             NGS
 LX1958
 LX1958                          STATION DESCRIPTION
 LX1958
 LX1958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1958'2.4 KM (1.5 MI) SOUTH FROM CORNWALL BRIDGE.
 LX1958'2.4 KM (1.5 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1958'CORNWALL BRIDGE TO THE MARK ON THE RIGHT, IN TOP OF THE NORTH WINGWALL
 LX1958'OF A SMALL BRIGE OVER GUNN BROOK, 4.57 METERS (15.0 FT) NORTHWEST OF
 LX1958'THE CENTERLINE OF THE HIGHWAY, 15.54 METERS (51.0 FT) SOUTHWEST OF THE
 LX1958'CENTER OF THE JUNCTION OF SWIFTS BRIDGE ROAD.
 LX1958'THE MARK IS 0.65 METERS  SW FROM A WITNESS POST.
 LX1958'THE MARK IS 0.2 M BELOW HIGHWAY.
 LX1958
 LX1958                          STATION RECOVERY (1985)
 LX1958
 LX1958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1930 ***********************************************************************
 LX1930  DESIGNATION -  D 62
 LX1930  PID         -  LX1930
 LX1930  STATE/COUNTY-  CT/LITCHFIELD
 LX1930  USGS QUAD   -  KENT (1971)
 LX1930
 LX1930                         *CURRENT SURVEY CONTROL
 LX1930  ___________________________________________________________________
 LX1930* NAD 83(1986)-  41 37 57.     (N)    073 28 23.     (W)     SCALED    
 LX1930* NAVD 88     -        79.137  (meters)     259.64   (feet)  ADJUSTED  
 LX1930  ___________________________________________________________________
 LX1930  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX1930  DYNAMIC HT  -          79.110 (meters)     259.55  (feet)  COMP
 LX1930  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LX1930
 LX1930  VERT ORDER  -  FIRST     CLASS II
 LX1930
 LX1930.The horizontal coordinates were scaled from a topographic map and have
 LX1930.an estimated accuracy of +/- 6 seconds.
 LX1930
 LX1930.The orthometric height was determined by differential leveling
 LX1930.and adjusted by the National Geodetic Survey in June 1991..
 LX1930
 LX1930.The geoid height was determined by GEOID03.
 LX1930
 LX1930.The dynamic height is computed by dividing the NAVD 88
 LX1930.geopotential number by the normal gravity value computed on the
 LX1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1930.degrees latitude (g = 980.6199 gals.).
 LX1930
 LX1930.The modeled gravity was interpolated from observed gravity values.
 LX1930
 LX1930;                    North         East    Units  Estimated Accuracy
 LX1930;SPC CT       -   241,410.      244,550.      MT  (+/- 180 meters Scaled)
 LX1930
 LX1930                          SUPERSEDED SURVEY CONTROL
 LX1930
 LX1930.No superseded survey control is available for this station.
 LX1930
 LX1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM271101(NAD 83)
 LX1930_MARKER: DB = BENCH MARK DISK
 LX1930_SETTING: 66 = SET IN ROCK OUTCROP
 LX1930_SP_SET: ROCK OUTCROP
 LX1930_STAMPING: D 62 1984
 LX1930_MARK LOGO: NGS   
 LX1930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1930+STABILITY: POSITION/ELEVATION WELL
 LX1930
 LX1930  HISTORY     - Date     Condition        Report By
 LX1930  HISTORY     - 1984     MONUMENTED       NGS
 LX1930
 LX1930                          STATION DESCRIPTION
 LX1930
 LX1930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1930'1.9 KM (1.2 MI) SE FROM GAYLORDSVILLE.
 LX1930'1.9 KM (1.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1930'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE RIGHT, 0.1 KM
 LX1930'(0.05 MI) SOUTHEAST OF THE JUNCTION OF CEDAR HILL ROAD, BETWEEN
 LX1930'UTILITY POLES 265 AND 266 ON OPPOSITE SIDE OF THE HIGHWAY, 5.18 METERS
 LX1930'(17.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LX1930'THE MARK IS 0.33 METERS  SSE FROM A WITNESS POST.
 LX1930'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2065 ***********************************************************************
 LX2065  DESIGNATION -  D 63
 LX2065  PID         -  LX2065
 LX2065  STATE/COUNTY-  CT/HARTFORD
 LX2065  USGS QUAD   -  BROAD BROOK (1984)
 LX2065
 LX2065                         *CURRENT SURVEY CONTROL
 LX2065  ___________________________________________________________________
 LX2065* NAD 83(1986)-  41 59 10.     (N)    072 31 41.     (W)     SCALED    
 LX2065* NAVD 88     -        56.647  (meters)     185.85   (feet)  ADJUSTED  
 LX2065  ___________________________________________________________________
 LX2065  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2065  DYNAMIC HT  -          56.630 (meters)     185.79  (feet)  COMP
 LX2065  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 LX2065
 LX2065  VERT ORDER  -  FIRST     CLASS II
 LX2065
 LX2065.The horizontal coordinates were scaled from a topographic map and have
 LX2065.an estimated accuracy of +/- 6 seconds.
 LX2065
 LX2065.The orthometric height was determined by differential leveling
 LX2065.and adjusted by the National Geodetic Survey in June 1991..
 LX2065
 LX2065.The geoid height was determined by GEOID03.
 LX2065
 LX2065.The dynamic height is computed by dividing the NAVD 88
 LX2065.geopotential number by the normal gravity value computed on the
 LX2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2065.degrees latitude (g = 980.6199 gals.).
 LX2065
 LX2065.The modeled gravity was interpolated from observed gravity values.
 LX2065
 LX2065;                    North         East    Units  Estimated Accuracy
 LX2065;SPC CT       -   280,450.      323,190.      MT  (+/- 180 meters Scaled)
 LX2065
 LX2065                          SUPERSEDED SURVEY CONTROL
 LX2065
 LX2065.No superseded survey control is available for this station.
 LX2065
 LX2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM047511(NAD 83)
 LX2065_MARKER: I = METAL ROD
 LX2065_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2065_SP_SET: STAINLESS STEEL ROD
 LX2065_STAMPING: D 63 1984
 LX2065_MARK LOGO: NGS   
 LX2065_PROJECTION: FLUSH
 LX2065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2065_ROD/PIPE-DEPTH: 6.1  meters
 LX2065
 LX2065  HISTORY     - Date     Condition        Report By
 LX2065  HISTORY     - 1984     MONUMENTED       NGS
 LX2065  HISTORY     - 20030424 GOOD             INDIV
 LX2065
 LX2065                          STATION DESCRIPTION
 LX2065
 LX2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2065'1.0 KM (0.6 MI) EAST FROM HAZARDVILLE.
 LX2065'1.0 KM (0.6 MI) EAST ALONG STATE HIGHWAY 190 FROM THE JUNCTION OF
 LX2065'STATE HIGHWAY 192 IN HAZARDVILLE TO THE JUNCTION OF PARK STREET AND
 LX2065'THE MARK ON THE LEFT, 10.52 METERS (34.5 FT) NORTH OF THE CENTERLINE
 LX2065'OF THE HIGHWAY, 15.54 METERS (51.0 FT) WEST OF THE CENTER OF THE
 LX2065'STREET, 3.23 METERS (10.6 FT) NORTH OF UTILITY POLE 197, 0.61 METER
 LX2065'(2.0 FT) WEST OF BRACE POLE 197PB.
 LX2065'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2065
 LX2065                          STATION RECOVERY (2003)
 LX2065
 LX2065'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1737 ***********************************************************************
 LW1737  DESIGNATION -  D 64
 LW1737  PID         -  LW1737
 LW1737  STATE/COUNTY-  CT/NEW LONDON
 LW1737  USGS QUAD   -  OLD MYSTIC (1983)
 LW1737
 LW1737                         *CURRENT SURVEY CONTROL
 LW1737  ___________________________________________________________________
 LW1737* NAD 83(1986)-  41 27 42.     (N)    071 54 31.     (W)     SCALED    
 LW1737* NAVD 88     -        52.809  (meters)     173.26   (feet)  ADJUSTED  
 LW1737  ___________________________________________________________________
 LW1737  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW1737  DYNAMIC HT  -          52.790 (meters)     173.20  (feet)  COMP
 LW1737  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 LW1737
 LW1737  VERT ORDER  -  FIRST     CLASS II
 LW1737
 LW1737.The horizontal coordinates were scaled from a topographic map and have
 LW1737.an estimated accuracy of +/- 6 seconds.
 LW1737
 LW1737.The orthometric height was determined by differential leveling
 LW1737.and adjusted by the National Geodetic Survey in June 1991..
 LW1737
 LW1737.The geoid height was determined by GEOID03.
 LW1737
 LW1737.The dynamic height is computed by dividing the NAVD 88
 LW1737.geopotential number by the normal gravity value computed on the
 LW1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1737.degrees latitude (g = 980.6199 gals.).
 LW1737
 LW1737.The modeled gravity was interpolated from observed gravity values.
 LW1737
 LW1737;                    North         East    Units  Estimated Accuracy
 LW1737;SPC CT       -   222,520.      375,090.      MT  (+/- 180 meters Scaled)
 LW1737
 LW1737                          SUPERSEDED SURVEY CONTROL
 LW1737
 LW1737.No superseded survey control is available for this station.
 LW1737
 LW1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF570940(NAD 83)
 LW1737_MARKER: DB = BENCH MARK DISK
 LW1737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1737_SP_SET: BRIDGE ABUTMENT
 LW1737_STAMPING: D 64 1984
 LW1737_MARK LOGO: NGS   
 LW1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1737
 LW1737  HISTORY     - Date     Condition        Report By
 LW1737  HISTORY     - 1984     MONUMENTED       NGS
 LW1737  HISTORY     - 1986     GOOD             NGS
 LW1737  HISTORY     - 19901001 GOOD             USPSQD
 LW1737
 LW1737                          STATION DESCRIPTION
 LW1737
 LW1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1737'IN NORTH STONINGTON.
 LW1737'IN NORTH STONINGTON, 0.2 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 2 FROM
 LW1737'THE JUNCTION OF STATE HIGHWAY 201 (COSSADUCK HILL ROAD) TO THE MARK ON
 LW1737'THE RIGHT, IN TOP OF THE WEST END OF THE NORTH ABUTMENT OF THE HIGHWAY
 LW1737'BRIDGE OVER SHUNOCK BROOK, 6.55 METERS (21.5 FT) WEST OF THE
 LW1737'CENTERLINE OF THE HIGHWAY, 1.06 METERS (3.5 FT) SOUTH OF A HIGHWAY
 LW1737'SIGN (SHUNOCK BROOK).
 LW1737'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1737
 LW1737                          STATION RECOVERY (1986)
 LW1737
 LW1737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1737'RECOVERED IN GOOD CONDITION.
 LW1737
 LW1737                          STATION RECOVERY (1990)
 LW1737
 LW1737'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2141 ***********************************************************************
 LX2141  DESIGNATION -  D 65
 LX2141  PID         -  LX2141
 LX2141  STATE/COUNTY-  CT/WINDHAM
 LX2141  USGS QUAD   -  WILLIMANTIC (1984)
 LX2141
 LX2141                         *CURRENT SURVEY CONTROL
 LX2141  ___________________________________________________________________
 LX2141* NAD 83(1986)-  41 41 41.     (N)    072 10 56.     (W)     SCALED    
 LX2141* NAVD 88     -        49.926  (meters)     163.80   (feet)  ADJUSTED  
 LX2141  ___________________________________________________________________
 LX2141  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX2141  DYNAMIC HT  -          49.909 (meters)     163.74  (feet)  COMP
 LX2141  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LX2141
 LX2141  VERT ORDER  -  FIRST     CLASS II
 LX2141
 LX2141.The horizontal coordinates were scaled from a topographic map and have
 LX2141.an estimated accuracy of +/- 6 seconds.
 LX2141
 LX2141.The orthometric height was determined by differential leveling
 LX2141.and adjusted by the National Geodetic Survey in June 1991..
 LX2141
 LX2141.The geoid height was determined by GEOID03.
 LX2141
 LX2141.The dynamic height is computed by dividing the NAVD 88
 LX2141.geopotential number by the normal gravity value computed on the
 LX2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2141.degrees latitude (g = 980.6199 gals.).
 LX2141
 LX2141.The modeled gravity was interpolated from observed gravity values.
 LX2141
 LX2141;                    North         East    Units  Estimated Accuracy
 LX2141;SPC CT       -   248,220.      352,070.      MT  (+/- 180 meters Scaled)
 LX2141
 LX2141                          SUPERSEDED SURVEY CONTROL
 LX2141
 LX2141.No superseded survey control is available for this station.
 LX2141
 LX2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM344197(NAD 83)
 LX2141_MARKER: DB = BENCH MARK DISK
 LX2141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2141_SP_SET: HEADWALL
 LX2141_STAMPING: D 65 1984
 LX2141_MARK LOGO: NGS   
 LX2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2141+STABILITY: SURFACE MOTION
 LX2141
 LX2141  HISTORY     - Date     Condition        Report By
 LX2141  HISTORY     - 1984     MONUMENTED       NGS
 LX2141
 LX2141                          STATION DESCRIPTION
 LX2141
 LX2141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2141'2.8 KM (1.75 MI) SE FROM WILLIMANTIC.
 LX2141'2.8 KM (1.75 MI) SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX2141'U.S. HIGHWAY 6 IN WILLIMANTIC TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2141'NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE BOX CULVERT,
 LX2141'7.80 METERS (25.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2141'26.82 METERS (88.0 FT) NORTHWEST OF THE NORTHWEST END OF A CABLE
 LX2141'WOODEN POST GUARD RAIL.
 LX2141'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 LX2141'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2096 ***********************************************************************
 LX2096  DESIGNATION -  D 66
 LX2096  PID         -  LX2096
 LX2096  STATE/COUNTY-  CT/TOLLAND
 LX2096  USGS QUAD   -  WESTFORD (1983)
 LX2096
 LX2096                         *CURRENT SURVEY CONTROL
 LX2096  ___________________________________________________________________
 LX2096* NAD 83(1986)-  41 58 33.     (N)    072 10 58.     (W)     SCALED    
 LX2096* NAVD 88     -       289.340  (meters)     949.28   (feet)  ADJUSTED  
 LX2096  ___________________________________________________________________
 LX2096  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX2096  DYNAMIC HT  -         289.246 (meters)     948.97  (feet)  COMP
 LX2096  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 LX2096
 LX2096  VERT ORDER  -  FIRST     CLASS II
 LX2096
 LX2096.The horizontal coordinates were scaled from a topographic map and have
 LX2096.an estimated accuracy of +/- 6 seconds.
 LX2096
 LX2096.The orthometric height was determined by differential leveling
 LX2096.and adjusted by the National Geodetic Survey in June 1991..
 LX2096
 LX2096.The geoid height was determined by GEOID03.
 LX2096
 LX2096.The dynamic height is computed by dividing the NAVD 88
 LX2096.geopotential number by the normal gravity value computed on the
 LX2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2096.degrees latitude (g = 980.6199 gals.).
 LX2096
 LX2096.The modeled gravity was interpolated from observed gravity values.
 LX2096
 LX2096;                    North         East    Units  Estimated Accuracy
 LX2096;SPC CT       -   279,440.      351,810.      MT  (+/- 180 meters Scaled)
 LX2096
 LX2096                          SUPERSEDED SURVEY CONTROL
 LX2096
 LX2096.No superseded survey control is available for this station.
 LX2096
 LX2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM334509(NAD 83)
 LX2096_MARKER: DB = BENCH MARK DISK
 LX2096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2096_SP_SET: ABUTMENT
 LX2096_STAMPING: D 66 1984
 LX2096_MARK LOGO: NGS   
 LX2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2096+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 LX2096
 LX2096  HISTORY     - Date     Condition        Report By
 LX2096  HISTORY     - 1984     MONUMENTED       NGS
 LX2096  HISTORY     - 20060302 GOOD             INDIV
 LX2096
 LX2096                          STATION DESCRIPTION
 LX2096
 LX2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2096'2.7 KM (1.7 MI) SW FROM UNION.
 LX2096'2.7 KM (1.7 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2096'CHURCH OF UNION IN UNION TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2096'SOUTHWEST END OF THE WEST ABUTMENT OF A BRIDGE OVER INTERSTATE 86,
 LX2096'6.71 METERS (22.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.27
 LX2096'METER (0.9 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 LX2096'THE MARK IS 1.3 METERS  E FROM A WITNESS POST.
 LX2096'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2096
 LX2096                          STATION RECOVERY (2006)
 LX2096
 LX2096'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (FLR)
 LX2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2198 ***********************************************************************
 LX2198  DESIGNATION -  D 67
 LX2198  PID         -  LX2198
 LX2198  STATE/COUNTY-  CT/HARTFORD
 LX2198  USGS QUAD   -  NEW BRITAIN (1992)
 LX2198
 LX2198                         *CURRENT SURVEY CONTROL
 LX2198  ___________________________________________________________________
 LX2198* NAD 83(1986)-  41 38 00.     (N)    072 45 08.     (W)     SCALED    
 LX2198* NAVD 88     -        17.090  (meters)      56.07   (feet)  ADJUSTED  
 LX2198  ___________________________________________________________________
 LX2198  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2198  DYNAMIC HT  -          17.085 (meters)      56.05  (feet)  COMP
 LX2198  MODELED GRAV-     980,311.9   (mgal)                       NAVD 88
 LX2198
 LX2198  VERT ORDER  -  FIRST     CLASS II
 LX2198
 LX2198.The horizontal coordinates were scaled from a topographic map and have
 LX2198.an estimated accuracy of +/- 6 seconds.
 LX2198
 LX2198.The orthometric height was determined by differential leveling
 LX2198.and adjusted by the National Geodetic Survey in June 1991..
 LX2198
 LX2198.The geoid height was determined by GEOID03.
 LX2198
 LX2198.The dynamic height is computed by dividing the NAVD 88
 LX2198.geopotential number by the normal gravity value computed on the
 LX2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2198.degrees latitude (g = 980.6199 gals.).
 LX2198
 LX2198.The modeled gravity was interpolated from observed gravity values.
 LX2198
 LX2198;                    North         East    Units  Estimated Accuracy
 LX2198;SPC CT       -   241,250.      304,620.      MT  (+/- 180 meters Scaled)
 LX2198
 LX2198                          SUPERSEDED SURVEY CONTROL
 LX2198
 LX2198.No superseded survey control is available for this station.
 LX2198
 LX2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM872115(NAD 83)
 LX2198_MARKER: DB = BENCH MARK DISK
 LX2198_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2198_SP_SET: ABUTMENT
 LX2198_STAMPING: D 67 1984
 LX2198_MARK LOGO: NGS   
 LX2198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2198
 LX2198  HISTORY     - Date     Condition        Report By
 LX2198  HISTORY     - 1984     MONUMENTED       NGS
 LX2198
 LX2198                          STATION DESCRIPTION
 LX2198
 LX2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2198'1.4 KM (0.85 MI) WEST FROM BERLIN.
 LX2198'1.4 KM (0.85 MI) WEST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2198'HIGHWAY 5 IN BERLIN TO THE MARK ON THE LEFT, IN THE BASE OF THE
 LX2198'SOUTHWEST ABUTMENT OF AN OVERPASS BRIDGE, 8.84 METERS (29.0 FT) WEST
 LX2198'OF THE CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY, 1.25 METERS
 LX2198'(4.1 FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 LX2198'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2184 ***********************************************************************
 LX2184  DESIGNATION -  D 68
 LX2184  PID         -  LX2184
 LX2184  STATE/COUNTY-  CT/HARTFORD
 LX2184  USGS QUAD   -  MANCHESTER (1992)
 LX2184
 LX2184                         *CURRENT SURVEY CONTROL
 LX2184  ___________________________________________________________________
 LX2184* NAD 83(1986)-  41 46 55.     (N)    072 34 46.     (W)     SCALED    
 LX2184* NAVD 88     -        42.061  (meters)     138.00   (feet)  ADJUSTED  
 LX2184  ___________________________________________________________________
 LX2184  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2184  DYNAMIC HT  -          42.048 (meters)     137.95  (feet)  COMP
 LX2184  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 LX2184
 LX2184  VERT ORDER  -  FIRST     CLASS II
 LX2184
 LX2184.The horizontal coordinates were scaled from a topographic map and have
 LX2184.an estimated accuracy of +/- 6 seconds.
 LX2184
 LX2184.The orthometric height was determined by differential leveling
 LX2184.and adjusted by the National Geodetic Survey in June 1991..
 LX2184
 LX2184.The geoid height was determined by GEOID03.
 LX2184
 LX2184.The dynamic height is computed by dividing the NAVD 88
 LX2184.geopotential number by the normal gravity value computed on the
 LX2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2184.degrees latitude (g = 980.6199 gals.).
 LX2184
 LX2184.The modeled gravity was interpolated from observed gravity values.
 LX2184
 LX2184;                    North         East    Units  Estimated Accuracy
 LX2184;SPC CT       -   257,770.      318,980.      MT  (+/- 180 meters Scaled)
 LX2184
 LX2184                          SUPERSEDED SURVEY CONTROL
 LX2184
 LX2184.No superseded survey control is available for this station.
 LX2184
 LX2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM011283(NAD 83)
 LX2184_MARKER: I = METAL ROD
 LX2184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2184_SP_SET: STAINLESS STEEL ROD
 LX2184_STAMPING: D 68 1984
 LX2184_MARK LOGO: NGS   
 LX2184_PROJECTION: FLUSH
 LX2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2184_ROD/PIPE-DEPTH: 5.9  meters
 LX2184
 LX2184  HISTORY     - Date     Condition        Report By
 LX2184  HISTORY     - 1984     MONUMENTED       NGS
 LX2184
 LX2184                          STATION DESCRIPTION
 LX2184
 LX2184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2184'0.1 KM (0.05 MI) EAST FROM EAST HARTFORD.
 LX2184'0.1 KM (0.05 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE EAST
 LX2184'HARTFORD-MANCHESTER TOWN LINE TO THE MARK ON THE RIGHT, AT THE
 LX2184'JUNCTION OF A PAVED DRIVE LEADING INTO THE BEACON HILL APARTMENT
 LX2184'COMPLEX, 7.77 METERS (25.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2184'11.58 METERS (38.0 FT) WEST OF THE CENTER OF THE DRIVE, 0.61 METER
 LX2184'(2.0 FT) SOUTH OF UTILITY POLE 2033.
 LX2184'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2260 ***********************************************************************
 LX2260  DESIGNATION -  D 69
 LX2260  PID         -  LX2260
 LX2260  STATE/COUNTY-  CT/MIDDLESEX
 LX2260  USGS QUAD   -  ESSEX (1977)
 LX2260
 LX2260                         *CURRENT SURVEY CONTROL
 LX2260  ___________________________________________________________________
 LX2260* NAD 83(1986)-  41 18 06.     (N)    072 22 31.     (W)     SCALED    
 LX2260* NAVD 88     -        16.530  (meters)      54.23   (feet)  ADJUSTED  
 LX2260  ___________________________________________________________________
 LX2260  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX2260  DYNAMIC HT  -          16.524 (meters)      54.21  (feet)  COMP
 LX2260  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 LX2260
 LX2260  VERT ORDER  -  FIRST     CLASS II
 LX2260
 LX2260.The horizontal coordinates were scaled from a topographic map and have
 LX2260.an estimated accuracy of +/- 6 seconds.
 LX2260
 LX2260.The orthometric height was determined by differential leveling
 LX2260.and adjusted by the National Geodetic Survey in June 1991..
 LX2260
 LX2260.The geoid height was determined by GEOID03.
 LX2260
 LX2260.The dynamic height is computed by dividing the NAVD 88
 LX2260.geopotential number by the normal gravity value computed on the
 LX2260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2260.degrees latitude (g = 980.6199 gals.).
 LX2260
 LX2260.The modeled gravity was interpolated from observed gravity values.
 LX2260
 LX2260;                    North         East    Units  Estimated Accuracy
 LX2260;SPC CT       -   204,480.      336,180.      MT  (+/- 180 meters Scaled)
 LX2260
 LX2260                          SUPERSEDED SURVEY CONTROL
 LX2260
 LX2260.No superseded survey control is available for this station.
 LX2260
 LX2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL197755(NAD 83)
 LX2260_MARKER: DB = BENCH MARK DISK
 LX2260_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2260_SP_SET: RETAINING WALL
 LX2260_STAMPING: D 69 1984
 LX2260_MARK LOGO: NGS   
 LX2260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2260+STABILITY: POSITION/ELEVATION WELL
 LX2260
 LX2260  HISTORY     - Date     Condition        Report By
 LX2260  HISTORY     - 1984     MONUMENTED       NGS
 LX2260  HISTORY     - 1989     GOOD             USPSQD
 LX2260  HISTORY     - 1991     GOOD             USPSQD
 LX2260  HISTORY     - 19940625 GOOD             USPSQD
 LX2260  HISTORY     - 19970118 GOOD             USPSQD
 LX2260  HISTORY     - 19991215 GOOD             USPSQD
 LX2260
 LX2260                          STATION DESCRIPTION
 LX2260
 LX2260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2260'IN OLD SAYBROOK.
 LX2260'IN OLD SAYBROOK, IN THE NORTHWEST END OF THE BRIDGE OVER AMTRAK
 LX2260'RAILROAD, AT THE NORTH SIDE OF THE CITY, 0.2 KM (0.1 MI) WEST OF THE
 LX2260'AMTRAK RAILROAD STATION, 9.9 METERS (32.5 FT) WEST OF THE CENTERLINE
 LX2260'OF U.S. HIGHWAY 1 AND STATE HIGHWAY 154.
 LX2260'THE MARK IS 1.2 M ABOVE HIGHWAYS.
 LX2260
 LX2260                          STATION RECOVERY (1989)
 LX2260
 LX2260'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2260'RECOVERED IN GOOD CONDITION.
 LX2260
 LX2260                          STATION RECOVERY (1991)
 LX2260
 LX2260'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2260'RECOVERED IN GOOD CONDITION.
 LX2260
 LX2260                          STATION RECOVERY (1994)
 LX2260
 LX2260'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2260'RECOVERED IN GOOD CONDITION.
 LX2260
 LX2260                          STATION RECOVERY (1997)
 LX2260
 LX2260'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2260'RECOVERED IN GOOD CONDITION.
 LX2260
 LX2260                          STATION RECOVERY (1999)
 LX2260
 LX2260'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0503 ***********************************************************************
 LX0503  DESIGNATION -  D 7
 LX0503  PID         -  LX0503
 LX0503  STATE/COUNTY-  CT/NEW HAVEN
 LX0503  USGS QUAD   -  MERIDEN (1992)
 LX0503
 LX0503                         *CURRENT SURVEY CONTROL
 LX0503  ___________________________________________________________________
 LX0503* NAD 83(1986)-  41 34 16.     (N)    072 46 57.     (W)     SCALED    
 LX0503* NAVD 88     -        51.202  (meters)     167.99   (feet)  ADJUSTED  
 LX0503  ___________________________________________________________________
 LX0503  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX0503  DYNAMIC HT  -          51.186 (meters)     167.93  (feet)  COMP
 LX0503  MODELED GRAV-     980,307.6   (mgal)                       NAVD 88
 LX0503
 LX0503  VERT ORDER  -  FIRST     CLASS II
 LX0503
 LX0503.The horizontal coordinates were scaled from a topographic map and have
 LX0503.an estimated accuracy of +/- 6 seconds.
 LX0503
 LX0503.The orthometric height was determined by differential leveling
 LX0503.and adjusted by the National Geodetic Survey in June 1991..
 LX0503
 LX0503.The geoid height was determined by GEOID03.
 LX0503
 LX0503.The dynamic height is computed by dividing the NAVD 88
 LX0503.geopotential number by the normal gravity value computed on the
 LX0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0503.degrees latitude (g = 980.6199 gals.).
 LX0503
 LX0503.The modeled gravity was interpolated from observed gravity values.
 LX0503
 LX0503;                    North         East    Units  Estimated Accuracy
 LX0503;SPC CT       -   234,340.      302,090.      MT  (+/- 180 meters Scaled)
 LX0503
 LX0503                          SUPERSEDED SURVEY CONTROL
 LX0503
 LX0503  NGVD 29 (??/??/92)   51.482  (m)          168.90   (f) ADJ UNCH    1 2
 LX0503
 LX0503.Superseded values are not recommended for survey control.
 LX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0503.See file dsdata.txt to determine how the superseded data were derived.
 LX0503
 LX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM848045(NAD 83)
 LX0503_MARKER: DB = BENCH MARK DISK
 LX0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0503_SP_SET: ABUTMENT
 LX0503_STAMPING: 168.904 D 7 1923
 LX0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0503
 LX0503  HISTORY     - Date     Condition        Report By
 LX0503  HISTORY     - 1923     MONUMENTED       CGS
 LX0503  HISTORY     - 1967     GOOD             NGS
 LX0503  HISTORY     - 1972     GOOD             CTGS
 LX0503  HISTORY     - 1985     POOR             USPSQD
 LX0503
 LX0503                          STATION DESCRIPTION
 LX0503
 LX0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0503'2.5 MI N FROM MERIDEN.
 LX0503'2.5 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0503'RAILROAD FROM MERIDEN, NEW HAVEN COUNTY, AT BRIDGE 21.12 (THIS
 LX0503'BRIDGE CARRIES A COWPATH OR FARM ROAD OVER THE TRACK AND IS
 LX0503'ACCESSIBLE THROUGH A BARN YARD), IN THE CENTER OF THE EAST FACE
 LX0503'OF THE WEST ABUTMENT, 5 FEET WEST OF THE WEST RAIL, AND ABOUT
 LX0503'1 FOOT ABOVE THE TRACK.  A STANDARD DISK, STAMPED 168.904 D
 LX0503'7 1923 AND SET VERTICALLY.
 LX0503
 LX0503                          STATION RECOVERY (1972)
 LX0503
 LX0503'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0503'RECOVERED IN GOOD CONDITION.
 LX0503
 LX0503                          STATION RECOVERY (1985)
 LX0503
 LX0503'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0503'EASILY ACCESSABLE BY TRAVELING DOWN EMPIRE AVE TO THE END AND CROSS
 LX0503'PARKING LOT OF WESTVACO CORP TO THE TRACKS, FACE SOUTH AND BRIDGE IS
 LX0503'VISIBLE ABOUT 1/2 MILE AWAY. MARK IS LOCATED ON EAST FACE OF WEST
 LX0503'ABUTMENT APPROX. IN CENTER OF ABUTMENT AT TRACK HEIGHT. APPROX 54'
 LX0503'FROM CENTER OF WESTERN MOST RAIL. 2.5 MILES FROM WEST MAIN STREET
 LX0503'MERIDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2297 ***********************************************************************
 LX2297  DESIGNATION -  D 71
 LX2297  PID         -  LX2297
 LX2297  STATE/COUNTY-  CT/FAIRFIELD
 LX2297  USGS QUAD   -  NORWALK NORTH (1975)
 LX2297
 LX2297                         *CURRENT SURVEY CONTROL
 LX2297  ___________________________________________________________________
 LX2297* NAD 83(1986)-  41 12 36.     (N)    073 27 31.     (W)     SCALED    
 LX2297* NAVD 88     -       113.173  (meters)     371.30   (feet)  ADJUSTED  
 LX2297  ___________________________________________________________________
 LX2297  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX2297  DYNAMIC HT  -         113.134 (meters)     371.17  (feet)  COMP
 LX2297  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX2297
 LX2297  VERT ORDER  -  FIRST     CLASS II
 LX2297
 LX2297.The horizontal coordinates were scaled from a topographic map and have
 LX2297.an estimated accuracy of +/- 6 seconds.
 LX2297
 LX2297.The orthometric height was determined by differential leveling
 LX2297.and adjusted by the National Geodetic Survey in June 1991..
 LX2297
 LX2297.The geoid height was determined by GEOID03.
 LX2297
 LX2297.The dynamic height is computed by dividing the NAVD 88
 LX2297.geopotential number by the normal gravity value computed on the
 LX2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2297.degrees latitude (g = 980.6199 gals.).
 LX2297
 LX2297.The modeled gravity was interpolated from observed gravity values.
 LX2297
 LX2297;                    North         East    Units  Estimated Accuracy
 LX2297;SPC CT       -   194,480.      245,370.      MT  (+/- 180 meters Scaled)
 LX2297
 LX2297                          SUPERSEDED SURVEY CONTROL
 LX2297
 LX2297.No superseded survey control is available for this station.
 LX2297
 LX2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL292632(NAD 83)
 LX2297_MARKER: I = METAL ROD
 LX2297_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2297_SP_SET: STAINLESS STEEL ROD
 LX2297_STAMPING: D 71 1985
 LX2297_MARK LOGO: NGS   
 LX2297_PROJECTION: FLUSH
 LX2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2297_ROD/PIPE-DEPTH: 8.8  meters
 LX2297
 LX2297  HISTORY     - Date     Condition        Report By
 LX2297  HISTORY     - 1985     MONUMENTED       NGS
 LX2297
 LX2297                          STATION DESCRIPTION
 LX2297
 LX2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2297'3.2 KM (2.0 MI) NW FROM WILTON.
 LX2297'3.2 KM (2.0 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2297'U.S. HIGHWAY 7 IN WILTON TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 LX2297'NOB HILL ROAD, 15.2 METERS (50.0 FT) NORTHEAST OF THE CENTERLINE OF
 LX2297'THE HIGHWAY, 20.7 METERS (68.0 FT) SOUTHEAST OF THE CENTERLINE OF
 LX2297'ROAD, 1.1 METERS (3.5 FT) SOUTHWEST OF A ROCK WALL.  NOTE--ACCESS TO
 LX2297'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2297'THE MARK IS 0.60 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2268 ***********************************************************************
 LX2268  DESIGNATION -  D 72
 LX2268  PID         -  LX2268
 LX2268  STATE/COUNTY-  CT/FAIRFIELD
 LX2268  USGS QUAD   -  GLENVILLE (1971)
 LX2268
 LX2268                         *CURRENT SURVEY CONTROL
 LX2268  ___________________________________________________________________
 LX2268* NAD 83(1986)-  41 03 46.     (N)    073 40 22.     (W)     SCALED    
 LX2268* NAVD 88     -        61.670  (meters)     202.33   (feet)  ADJUSTED  
 LX2268  ___________________________________________________________________
 LX2268  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX2268  DYNAMIC HT  -          61.648 (meters)     202.26  (feet)  COMP
 LX2268  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LX2268
 LX2268  VERT ORDER  -  FIRST     CLASS II
 LX2268
 LX2268.The horizontal coordinates were scaled from a topographic map and have
 LX2268.an estimated accuracy of +/- 6 seconds.
 LX2268
 LX2268.The orthometric height was determined by differential leveling
 LX2268.and adjusted by the National Geodetic Survey in June 1991..
 LX2268
 LX2268.The geoid height was determined by GEOID03.
 LX2268
 LX2268.The dynamic height is computed by dividing the NAVD 88
 LX2268.geopotential number by the normal gravity value computed on the
 LX2268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2268.degrees latitude (g = 980.6199 gals.).
 LX2268
 LX2268.The modeled gravity was interpolated from observed gravity values.
 LX2268
 LX2268;                    North         East    Units  Estimated Accuracy
 LX2268;SPC CT       -   178,300.      227,240.      MT  (+/- 180 meters Scaled)
 LX2268
 LX2268                          SUPERSEDED SURVEY CONTROL
 LX2268
 LX2268.No superseded survey control is available for this station.
 LX2268
 LX2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL115465(NAD 83)
 LX2268_MARKER: DB = BENCH MARK DISK
 LX2268_SETTING: 66 = SET IN ROCK OUTCROP
 LX2268_SP_SET: ROCK LEDGE
 LX2268_STAMPING: D 72 1985
 LX2268_MARK LOGO: NGS   
 LX2268_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2268+STABILITY: POSITION/ELEVATION WELL
 LX2268
 LX2268  HISTORY     - Date     Condition        Report By
 LX2268  HISTORY     - 1985     MONUMENTED       NGS
 LX2268  HISTORY     - 19930330 GOOD             USPSQD
 LX2268
 LX2268                          STATION DESCRIPTION
 LX2268
 LX2268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2268'0.2 KM (0.15 MI) NE FROM RIVERSVILLE.
 LX2268'0.2 KM (0.15 MI) NORTHEAST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2268'FROM THE OVERPASS FOR RIVERSVILLE ROAD IN RIVERSVILLE TO THE MARK ON
 LX2268'THE RIGHT, IN A MASSIVE ROCK LEDGE, APPROXIMATELY 4.6 METERS (15 FT)
 LX2268'ABOVE THE HIGHWAY AT ITS HIGHEST POINT, 0.7 KM (0.45 MI) NORTHEAST OF
 LX2268'A TOLL GATE, 4.57 METERS (15.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 LX2268'THE HIGHWAY, 2.68 METERS (8.8 FT) SOUTH-SOUTHEAST OF A 12.7-CM
 LX2268'(5-INCH) MAPLE TREE, 2.40 METERS (7.9 FT) NORTHEAST OF A 20-CM
 LX2268'(8-INCH) MAPLE TREE.
 LX2268'THE MARK IS 0.47 METERS  NW FROM  A WITNESS POST
 LX2268'THE MARK IS 1.22 M ABOVE HIGHWAY.
 LX2268
 LX2268                          STATION RECOVERY (1993)
 LX2268
 LX2268'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2313 ***********************************************************************
 LX2313  DESIGNATION -  D 73
 LX2313  PID         -  LX2313
 LX2313  STATE/COUNTY-  CT/FAIRFIELD
 LX2313  USGS QUAD   -  BOTSFORD (1984)
 LX2313
 LX2313                         *CURRENT SURVEY CONTROL
 LX2313  ___________________________________________________________________
 LX2313* NAD 83(1986)-  41 18 31.     (N)    073 21 56.     (W)     SCALED    
 LX2313* NAVD 88     -       129.586  (meters)     425.15   (feet)  ADJUSTED  
 LX2313  ___________________________________________________________________
 LX2313  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2313  DYNAMIC HT  -         129.542 (meters)     425.01  (feet)  COMP
 LX2313  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX2313
 LX2313  VERT ORDER  -  FIRST     CLASS II
 LX2313
 LX2313.The horizontal coordinates were scaled from a topographic map and have
 LX2313.an estimated accuracy of +/- 6 seconds.
 LX2313
 LX2313.The orthometric height was determined by differential leveling
 LX2313.and adjusted by the National Geodetic Survey in June 1991..
 LX2313
 LX2313.The geoid height was determined by GEOID03.
 LX2313
 LX2313.The dynamic height is computed by dividing the NAVD 88
 LX2313.geopotential number by the normal gravity value computed on the
 LX2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2313.degrees latitude (g = 980.6199 gals.).
 LX2313
 LX2313.The modeled gravity was interpolated from observed gravity values.
 LX2313
 LX2313;                    North         East    Units  Estimated Accuracy
 LX2313;SPC CT       -   205,370.      253,250.      MT  (+/- 180 meters Scaled)
 LX2313
 LX2313                          SUPERSEDED SURVEY CONTROL
 LX2313
 LX2313.No superseded survey control is available for this station.
 LX2313
 LX2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL368743(NAD 83)
 LX2313_MARKER: DB = BENCH MARK DISK
 LX2313_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2313_SP_SET: BRIDGE ABUTMENT
 LX2313_STAMPING: D 73 1985
 LX2313_MARK LOGO: NGS   
 LX2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2313+STABILITY: SURFACE MOTION
 LX2313
 LX2313  HISTORY     - Date     Condition        Report By
 LX2313  HISTORY     - 1985     MONUMENTED       NGS
 LX2313
 LX2313                          STATION DESCRIPTION
 LX2313
 LX2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2313'1.4 KM (0.85 MI) SW FROM REDDING RIDGE.
 LX2313'1.4 KM (0.85 MI) SOUTHWEST ALONG CROSS HIGHWAY FROM THE JUNCTION OF
 LX2313'STATE HIGHWAY 58 IN REDDING RIDGE TO THE MARK ON THE LEFT, IN THE
 LX2313'SOUTHWEST ABUTMENT OF THE BRIDGE OVER LITTLE RIVER, 3.5 METERS (11.5
 LX2313'FT) SOUTH OF THE CENTERLINE OF CROSS HIGHWAY.
 LX2313'THE MARK IS ABOVE LEVEL WITH CROSS HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2328 ***********************************************************************
 LX2328  DESIGNATION -  D 74
 LX2328  PID         -  LX2328
 LX2328  STATE/COUNTY-  CT/FAIRFIELD
 LX2328  USGS QUAD   -  BOTSFORD (1984)
 LX2328
 LX2328                         *CURRENT SURVEY CONTROL
 LX2328  ___________________________________________________________________
 LX2328* NAD 83(1986)-  41 18 33.     (N)    073 15 24.     (W)     SCALED    
 LX2328* NAVD 88     -       101.664  (meters)     333.54   (feet)  ADJUSTED  
 LX2328  ___________________________________________________________________
 LX2328  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX2328  DYNAMIC HT  -         101.629 (meters)     333.43  (feet)  COMP
 LX2328  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LX2328
 LX2328  VERT ORDER  -  FIRST     CLASS II
 LX2328
 LX2328.The horizontal coordinates were scaled from a topographic map and have
 LX2328.an estimated accuracy of +/- 6 seconds.
 LX2328
 LX2328.The orthometric height was determined by differential leveling
 LX2328.and adjusted by the National Geodetic Survey in June 1991..
 LX2328
 LX2328.The geoid height was determined by GEOID03.
 LX2328
 LX2328.The dynamic height is computed by dividing the NAVD 88
 LX2328.geopotential number by the normal gravity value computed on the
 LX2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2328.degrees latitude (g = 980.6199 gals.).
 LX2328
 LX2328.The modeled gravity was interpolated from observed gravity values.
 LX2328
 LX2328;                    North         East    Units  Estimated Accuracy
 LX2328;SPC CT       -   205,370.      262,370.      MT  (+/- 180 meters Scaled)
 LX2328
 LX2328                          SUPERSEDED SURVEY CONTROL
 LX2328
 LX2328.No superseded survey control is available for this station.
 LX2328
 LX2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL459745(NAD 83)
 LX2328_MARKER: I = METAL ROD
 LX2328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2328+WITH SETTING: INFORMATION.
 LX2328_SP_SET: SHALLOW-SET METAL ROD
 LX2328_STAMPING: D 74 1985
 LX2328_MARK LOGO: NGS   
 LX2328_PROJECTION: FLUSH
 LX2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2328_ROD/PIPE-DEPTH: 2.2  meters
 LX2328
 LX2328  HISTORY     - Date     Condition        Report By
 LX2328  HISTORY     - 1985     MONUMENTED       NGS
 LX2328
 LX2328                          STATION DESCRIPTION
 LX2328
 LX2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2328'3.1 KM (1.95 MI) NW FROM TRUMBULL.
 LX2328'3.1 KM (1.95 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2328'STATE HIGHWAY 111 IN TRUMBULL TO THE MARK ON THE RIGHT, NEAR THE
 LX2328'SOUTHWEST CORNER OF A RED BRICK BUILDING HOUSING SIPPIN FUEL, CYCLE
 LX2328'AND TIRE WAREHOUSE OF MONROE INC., ALSO 1.7 KM (1.05 MI) SOUTHEAST
 LX2328'ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 59 IN UPPER
 LX2328'STEPNEY, 13.90 METERS (45.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX2328'HIGHWAY, 24.35 METERS (79.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 LX2328'THE BUILDING, 2.19 METERS (7.2 FT) SOUTHWEST OF A 0.61 BY 0.61 METER
 LX2328'(2 BY 2 FT) CONCRETE BASE WITH 4 BOLTS FOR A SIGN, 0.46 METER 1.5 FT)
 LX2328'SOUTH-SOUTHEAST OF A CURB.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 LX2328'THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.2 METERS.  NOTE--ACCESS
 LX2328'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2328'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2452 ***********************************************************************
 LX2452  DESIGNATION -  D 75
 LX2452  PID         -  LX2452
 LX2452  STATE/COUNTY-  CT/LITCHFIELD
 LX2452  USGS QUAD   -  TORRINGTON (1984)
 LX2452
 LX2452                         *CURRENT SURVEY CONTROL
 LX2452  ___________________________________________________________________
 LX2452* NAD 83(1986)-  41 49 31.     (N)    073 06 48.     (W)     SCALED    
 LX2452* NAVD 88     -       213.608  (meters)     700.81   (feet)  ADJUSTED  
 LX2452  ___________________________________________________________________
 LX2452  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX2452  DYNAMIC HT  -         213.537 (meters)     700.58  (feet)  COMP
 LX2452  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LX2452
 LX2452  VERT ORDER  -  FIRST     CLASS II
 LX2452
 LX2452.The horizontal coordinates were scaled from a topographic map and have
 LX2452.an estimated accuracy of +/- 6 seconds.
 LX2452
 LX2452.The orthometric height was determined by differential leveling
 LX2452.and adjusted by the National Geodetic Survey in June 1991..
 LX2452
 LX2452.The geoid height was determined by GEOID03.
 LX2452
 LX2452.The dynamic height is computed by dividing the NAVD 88
 LX2452.geopotential number by the normal gravity value computed on the
 LX2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2452.degrees latitude (g = 980.6199 gals.).
 LX2452
 LX2452.The modeled gravity was interpolated from observed gravity values.
 LX2452
 LX2452;                    North         East    Units  Estimated Accuracy
 LX2452;SPC CT       -   262,630.      274,620.      MT  (+/- 180 meters Scaled)
 LX2452
 LX2452                          SUPERSEDED SURVEY CONTROL
 LX2452
 LX2452.No superseded survey control is available for this station.
 LX2452
 LX2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM566320(NAD 83)
 LX2452_MARKER: DB = BENCH MARK DISK
 LX2452_SETTING: 66 = SET IN ROCK OUTCROP
 LX2452_SP_SET: ROCK OUTCROP
 LX2452_STAMPING: D 75 1985
 LX2452_MARK LOGO: NGS   
 LX2452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2452+STABILITY: POSITION/ELEVATION WELL
 LX2452
 LX2452  HISTORY     - Date     Condition        Report By
 LX2452  HISTORY     - 1985     MONUMENTED       NGS
 LX2452
 LX2452                          STATION DESCRIPTION
 LX2452
 LX2452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2452'1.8 KM (1.1 MI) NORTH FROM TORRINGTON.
 LX2452'1.7 KM (1.1 MI) NORTH ALONG COUNTY ROAD 800 (MAIN STREET) FROM THE
 LX2452'JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON TO THE MARK ON THE
 LX2452'LEFT, IN TOP OF A ROCK OUTCROP, ON THE SOUTH SIDE OF THE ENTRANCE OF
 LX2452'THE ORIENTAL PEARL RESTAURANT, 13.0 METERS (42.6 FT) WEST OF THE
 LX2452'CENTERLINE OF THE HIGHWAY, 26.76 METERS (87.8 FT) EAST OF THE
 LX2452'NORTHEAST CORNER OF THE RESTAURANT, 2.43 METERS (8.0 FT) SOUTH OF THE
 LX2452'SOUTH CURB OF THE ENTRANCE DRIVE.
 LX2452'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX2452'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2684 ***********************************************************************
 LX2684  DESIGNATION -  D 76
 LX2684  PID         -  LX2684
 LX2684  STATE/COUNTY-  CT/LITCHFIELD
 LX2684  USGS QUAD   -  NEW HARTFORD (1984)
 LX2684
 LX2684                         *CURRENT SURVEY CONTROL
 LX2684  ___________________________________________________________________
 LX2684* NAD 83(1986)-  41 53 55.     (N)    072 59 28.     (W)     SCALED    
 LX2684* NAVD 88     -       146.519  (meters)     480.70   (feet)  ADJUSTED  
 LX2684  ___________________________________________________________________
 LX2684  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX2684  DYNAMIC HT  -         146.474 (meters)     480.56  (feet)  COMP
 LX2684  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 LX2684
 LX2684  VERT ORDER  -  FIRST     CLASS II
 LX2684
 LX2684.The horizontal coordinates were scaled from a topographic map and have
 LX2684.an estimated accuracy of +/- 6 seconds.
 LX2684
 LX2684.The orthometric height was determined by differential leveling
 LX2684.and adjusted by the National Geodetic Survey in June 1991..
 LX2684
 LX2684.The geoid height was determined by GEOID03.
 LX2684
 LX2684.The dynamic height is computed by dividing the NAVD 88
 LX2684.geopotential number by the normal gravity value computed on the
 LX2684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2684.degrees latitude (g = 980.6199 gals.).
 LX2684
 LX2684.The modeled gravity was interpolated from observed gravity values.
 LX2684
 LX2684;                    North         East    Units  Estimated Accuracy
 LX2684;SPC CT       -   270,740.      284,790.      MT  (+/- 180 meters Scaled)
 LX2684
 LX2684                          SUPERSEDED SURVEY CONTROL
 LX2684
 LX2684.No superseded survey control is available for this station.
 LX2684
 LX2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM666404(NAD 83)
 LX2684_MARKER: DB = BENCH MARK DISK
 LX2684_SETTING: 66 = SET IN ROCK OUTCROP
 LX2684_SP_SET: BEDROCK
 LX2684_STAMPING: D 76 1985
 LX2684_MARK LOGO: NGS   
 LX2684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2684+STABILITY: POSITION/ELEVATION WELL
 LX2684
 LX2684  HISTORY     - Date     Condition        Report By
 LX2684  HISTORY     - 1985     MONUMENTED       NGS
 LX2684
 LX2684                          STATION DESCRIPTION
 LX2684
 LX2684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2684'2.3 KM (1.4 MI) NW FROM NEW HARTFORD.
 LX2684'2.3 KM (1.4 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2684'IN NEW HARTFORD TO THE MARK ON THE RIGHT, IN SLOPING BEDROCK ALONG THE
 LX2684'NORTHEAST SIDE OF THE HIGHWAY, 0.2 KM (0.1 MI) NORTHWEST OF THE
 LX2684'JUNCTION OF STATE HIGHWAY 181, 10.05 METERS (33.0 FT) NORTHEAST OF THE
 LX2684'CENTERLINE OF THE HIGHWAY, 16.61 METERS (54.5 FT) SOUTHEAST OF POWER
 LX2684'POLE 5880.
 LX2684'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LX2684'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0405 ***********************************************************************
 LX0405  DESIGNATION -  D 761
 LX0405  PID         -  LX0405
 LX0405  STATE/COUNTY-  CT/NEW HAVEN
 LX0405  USGS QUAD   -  NEW HAVEN (1984)
 LX0405
 LX0405                         *CURRENT SURVEY CONTROL
 LX0405  ___________________________________________________________________
 LX0405* NAD 83(1986)-  41 17 06.     (N)    072 52 28.     (W)     SCALED    
 LX0405* NAVD 88     -         8.331  (meters)      27.33   (feet)  ADJUSTED  
 LX0405  ___________________________________________________________________
 LX0405  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0405  DYNAMIC HT  -           8.328 (meters)      27.32  (feet)  COMP
 LX0405  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 LX0405
 LX0405  VERT ORDER  -  FIRST     CLASS I
 LX0405
 LX0405.The horizontal coordinates were scaled from a topographic map and have
 LX0405.an estimated accuracy of +/- 6 seconds.
 LX0405
 LX0405.The orthometric height was determined by differential leveling
 LX0405.and adjusted by the National Geodetic Survey in June 1991..
 LX0405
 LX0405.The geoid height was determined by GEOID03.
 LX0405
 LX0405.The dynamic height is computed by dividing the NAVD 88
 LX0405.geopotential number by the normal gravity value computed on the
 LX0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0405.degrees latitude (g = 980.6199 gals.).
 LX0405
 LX0405.The modeled gravity was interpolated from observed gravity values.
 LX0405
 LX0405;                    North         East    Units  Estimated Accuracy
 LX0405;SPC CT       -   202,570.      294,380.      MT  (+/- 180 meters Scaled)
 LX0405
 LX0405                          SUPERSEDED SURVEY CONTROL
 LX0405
 LX0405  NGVD 29 (??/??/92)    8.65   (m)           28.4    (f) COMPUTED    1 1
 LX0405
 LX0405.Superseded values are not recommended for survey control.
 LX0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0405.See file dsdata.txt to determine how the superseded data were derived.
 LX0405
 LX0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL779725(NAD 83)
 LX0405_MARKER: DD = SURVEY DISK
 LX0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0405_STAMPING: D 761
 LX0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0405+STABILITY: SURFACE MOTION
 LX0405
 LX0405  HISTORY     - Date     Condition        Report By
 LX0405  HISTORY     - UNK      MONUMENTED       CTDT
 LX0405  HISTORY     - 1965     GOOD             NGS
 LX0405
 LX0405                          STATION DESCRIPTION
 LX0405
 LX0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0405'AT EAST HAVEN.
 LX0405'AT EAST HAVEN, ALONG U.S. HIGHWAY 1, AT THE JUNCTION OF
 LX0405'PINE STREET, 105 1/2 FEET SOUTH OF THE SOUTH END OF THE WEST
 LX0405'PIER OF THE CONNECTICUT TURNPIKE OVERPASS, 31 FEET WEST OF THE
 LX0405'CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 35 FEET
 LX0405'NORTHEAST OF THE NORTHEAST CURB OF PINE STREET, 9 FEET
 LX0405'NORTHWEST OF A CIRCLED CURB, ABOUT LEVEL WITH THE HIGHWAY AND SET
 LX0405'IN THE TOP OF A CONCRETE POST 0.2 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2528 ***********************************************************************
 LX2528  DESIGNATION -  D 77
 LX2528  PID         -  LX2528
 LX2528  STATE/COUNTY-  CT/FAIRFIELD
 LX2528  USGS QUAD   -  MILFORD (1984)
 LX2528
 LX2528                         *CURRENT SURVEY CONTROL
 LX2528  ___________________________________________________________________
 LX2528* NAD 83(1986)-  41 14 19.     (N)    073 06 23.     (W)     SCALED    
 LX2528* NAVD 88     -         9.478  (meters)      31.10   (feet)  ADJUSTED  
 LX2528  ___________________________________________________________________
 LX2528  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX2528  DYNAMIC HT  -           9.475 (meters)      31.09  (feet)  COMP
 LX2528  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 LX2528
 LX2528  VERT ORDER  -  FIRST     CLASS II
 LX2528
 LX2528.The horizontal coordinates were scaled from a topographic map and have
 LX2528.an estimated accuracy of +/- 6 seconds.
 LX2528
 LX2528.The orthometric height was determined by differential leveling
 LX2528.and adjusted by the National Geodetic Survey in June 1991..
 LX2528
 LX2528.The geoid height was determined by GEOID03.
 LX2528
 LX2528.The dynamic height is computed by dividing the NAVD 88
 LX2528.geopotential number by the normal gravity value computed on the
 LX2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2528.degrees latitude (g = 980.6199 gals.).
 LX2528
 LX2528.The modeled gravity was interpolated from observed gravity values.
 LX2528
 LX2528;                    North         East    Units  Estimated Accuracy
 LX2528;SPC CT       -   197,470.      274,920.      MT  (+/- 180 meters Scaled)
 LX2528
 LX2528                          SUPERSEDED SURVEY CONTROL
 LX2528
 LX2528.No superseded survey control is available for this station.
 LX2528
 LX2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL586669(NAD 83)
 LX2528_MARKER: DB = BENCH MARK DISK
 LX2528_SETTING: 66 = SET IN ROCK OUTCROP
 LX2528_SP_SET: ROCK CUT
 LX2528_STAMPING: D 77 1985
 LX2528_MARK LOGO: NGS   
 LX2528_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2528+STABILITY: POSITION/ELEVATION WELL
 LX2528
 LX2528  HISTORY     - Date     Condition        Report By
 LX2528  HISTORY     - 1985     MONUMENTED       NGS
 LX2528
 LX2528                          STATION DESCRIPTION
 LX2528
 LX2528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2528'4.6 KM (2.85 MI) NORTH FROM STRATFORD.
 LX2528'4.6 KM (2.85 MI) NORTH ALONG STATE HIGHWAY 110 FROM THE OVERPASS OF
 LX2528'INTERSTATE 95 IN STRATFORD TO THE MARK ON THE LEFT, IN TOP OF A LEDGE
 LX2528'OF A LONG ROCK CUT, 5.33 METERS (17.5 FT) WEST OF THE CENTERLINE OF
 LX2528'THE HIGHWAY, 15.85 METERS (52.0 FT) NORTH OF THE SOUTH END OF THE ROCK
 LX2528'CUT, 0.40 METER (1.3 FT) WEST OF THE EAST EDGE OF THE CUT.
 LX2528'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2841 ***********************************************************************
 LX2841  DESIGNATION -  D 78
 LX2841  PID         -  LX2841
 LX2841  STATE/COUNTY-  CT/NEW HAVEN
 LX2841  USGS QUAD   -  NAUGATUCK (1984)
 LX2841
 LX2841                         *CURRENT SURVEY CONTROL
 LX2841  ___________________________________________________________________
 LX2841* NAD 83(1986)-  41 26 21.     (N)    073 02 21.     (W)     SCALED    
 LX2841* NAVD 88     -        72.221  (meters)     236.95   (feet)  ADJUSTED  
 LX2841  ___________________________________________________________________
 LX2841  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2841  DYNAMIC HT  -          72.198 (meters)     236.87  (feet)  COMP
 LX2841  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 LX2841
 LX2841  VERT ORDER  -  FIRST     CLASS II
 LX2841
 LX2841.The horizontal coordinates were scaled from a topographic map and have
 LX2841.an estimated accuracy of +/- 6 seconds.
 LX2841
 LX2841.The orthometric height was determined by differential leveling
 LX2841.and adjusted by the National Geodetic Survey in June 1991..
 LX2841
 LX2841.The geoid height was determined by GEOID03.
 LX2841
 LX2841.The dynamic height is computed by dividing the NAVD 88
 LX2841.geopotential number by the normal gravity value computed on the
 LX2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2841.degrees latitude (g = 980.6199 gals.).
 LX2841
 LX2841.The modeled gravity was interpolated from observed gravity values.
 LX2841
 LX2841;                    North         East    Units  Estimated Accuracy
 LX2841;SPC CT       -   219,720.      280,630.      MT  (+/- 180 meters Scaled)
 LX2841
 LX2841                          SUPERSEDED SURVEY CONTROL
 LX2841
 LX2841.No superseded survey control is available for this station.
 LX2841
 LX2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL638893(NAD 83)
 LX2841_MARKER: DB = BENCH MARK DISK
 LX2841_SETTING: 66 = SET IN ROCK OUTCROP
 LX2841_SP_SET: ROCK OUTCROP
 LX2841_STAMPING: D 78 1985
 LX2841_MARK LOGO: NGS   
 LX2841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2841+STABILITY: POSITION/ELEVATION WELL
 LX2841
 LX2841  HISTORY     - Date     Condition        Report By
 LX2841  HISTORY     - 1985     MONUMENTED       NGS
 LX2841  HISTORY     - 19910304 GOOD             USPSQD
 LX2841  HISTORY     - 19971018 GOOD             USPSQD
 LX2841
 LX2841                          STATION DESCRIPTION
 LX2841
 LX2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2841'2.4 KM (1.5 MI) EAST FROM BEACON FALLS.
 LX2841'0.6 KM (0.3 MI) EAST ALONG SOUTH MAIN STREET FROM THE BEACON HOSE
 LX2841'COMPANY NUMBER 1 IN BEACON FALLS, THENCE 1.9 KM (1.2 MI) EAST ALONG
 LX2841'STATE HIGHWAY 42 TO THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP ON
 LX2841'THE NORTH SIDE OF A LOT OWNED BY THE BEACON FALLS WATER DEPARTMENT,
 LX2841'19.51 METERS (64.0 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, 17.07
 LX2841'METERS (56.0 FT) NORTHWEST OF THE NORTH ONE OF TWO FIRE HYDRANTS ON
 LX2841'THE EAST EDGE OF THE LOT, 16.92 METERS (55.5 FT) WEST-SOUTHWEST OF
 LX2841'UTILITY POLE 65K.
 LX2841'THE MARK IS 0.6 M ABOVE HIGHWAY.
 LX2841
 LX2841                          STATION RECOVERY (1991)
 LX2841
 LX2841'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2841'RECOVERED IN GOOD CONDITION.
 LX2841
 LX2841                          STATION RECOVERY (1997)
 LX2841
 LX2841'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2556 ***********************************************************************
 LX2556  DESIGNATION -  D 79
 LX2556  PID         -  LX2556
 LX2556  STATE/COUNTY-  CT/LITCHFIELD
 LX2556  USGS QUAD   -  NEW PRESTON (1984)
 LX2556
 LX2556                         *CURRENT SURVEY CONTROL
 LX2556  ___________________________________________________________________
 LX2556* NAD 83(1986)-  41 40 41.     (N)    073 20 35.     (W)     SCALED    
 LX2556* NAVD 88     -       215.629  (meters)     707.44   (feet)  ADJUSTED  
 LX2556  ___________________________________________________________________
 LX2556  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2556  DYNAMIC HT  -         215.556 (meters)     707.20  (feet)  COMP
 LX2556  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX2556
 LX2556  VERT ORDER  -  FIRST     CLASS II
 LX2556
 LX2556.The horizontal coordinates were scaled from a topographic map and have
 LX2556.an estimated accuracy of +/- 6 seconds.
 LX2556
 LX2556.The orthometric height was determined by differential leveling
 LX2556.and adjusted by the National Geodetic Survey in June 1991..
 LX2556
 LX2556.The geoid height was determined by GEOID03.
 LX2556
 LX2556.The dynamic height is computed by dividing the NAVD 88
 LX2556.geopotential number by the normal gravity value computed on the
 LX2556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2556.degrees latitude (g = 980.6199 gals.).
 LX2556
 LX2556.The modeled gravity was interpolated from observed gravity values.
 LX2556
 LX2556;                    North         East    Units  Estimated Accuracy
 LX2556;SPC CT       -   246,380.      255,420.      MT  (+/- 180 meters Scaled)
 LX2556
 LX2556                          SUPERSEDED SURVEY CONTROL
 LX2556
 LX2556.No superseded survey control is available for this station.
 LX2556
 LX2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM379153(NAD 83)
 LX2556_MARKER: I = METAL ROD
 LX2556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2556_SP_SET: STAINLESS STEEL ROD
 LX2556_STAMPING: D 79 1985
 LX2556_MARK LOGO: NGS   
 LX2556_PROJECTION: FLUSH
 LX2556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2556_ROD/PIPE-DEPTH: 8.5  meters
 LX2556
 LX2556  HISTORY     - Date     Condition        Report By
 LX2556  HISTORY     - 1985     MONUMENTED       NGS
 LX2556
 LX2556                          STATION DESCRIPTION
 LX2556
 LX2556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2556'9.1 KM (5.65 MI) SW FROM BANTAM.
 LX2556'9.1 KM (5.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2556'IN BANTAM TO THE MARK ON THE LEFT, 7.9 METERS (26.0 FT) SOUTH OF THE
 LX2556'CENTER LINE OF THE HIGHWAY, 22.5 METERS (74.0 FT) WEST OF THE CENTER
 LX2556'OF A DRIVEWAY THAT LEADS TO A HOUSE AND A BARN, 0.60 METER (2.0 FT)
 LX2556'NORTH OF POWER POLE NUMBER 743.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2556'THROUGH A 5-INCH LOGO CAP.
 LX2556'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0511 ***********************************************************************
 LX0511  DESIGNATION -  D 8
 LX0511  PID         -  LX0511
 LX0511  STATE/COUNTY-  CT/HARTFORD
 LX0511  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX0511
 LX0511                         *CURRENT SURVEY CONTROL
 LX0511  ___________________________________________________________________
 LX0511* NAD 83(1986)-  41 44 01.     (N)    072 43 52.     (W)     SCALED    
 LX0511* NAVD 88     -        27.404  (meters)      89.91   (feet)  ADJUSTED  
 LX0511  ___________________________________________________________________
 LX0511  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX0511  DYNAMIC HT  -          27.396 (meters)      89.88  (feet)  COMP
 LX0511  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 LX0511
 LX0511  VERT ORDER  -  FIRST     CLASS II
 LX0511
 LX0511.The horizontal coordinates were scaled from a topographic map and have
 LX0511.an estimated accuracy of +/- 6 seconds.
 LX0511
 LX0511.The orthometric height was determined by differential leveling
 LX0511.and adjusted by the National Geodetic Survey in June 1991..
 LX0511.WARNING-Repeat measurements at this control monument indicate possible
 LX0511.vertical movement.
 LX0511
 LX0511.The geoid height was determined by GEOID03.
 LX0511
 LX0511.The dynamic height is computed by dividing the NAVD 88
 LX0511.geopotential number by the normal gravity value computed on the
 LX0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0511.degrees latitude (g = 980.6199 gals.).
 LX0511
 LX0511.The modeled gravity was interpolated from observed gravity values.
 LX0511
 LX0511;                    North         East    Units  Estimated Accuracy
 LX0511;SPC CT       -   252,390.      306,370.      MT  (+/- 180 meters Scaled)
 LX0511
 LX0511                          SUPERSEDED SURVEY CONTROL
 LX0511
 LX0511  NGVD 29 (??/??/92)   27.682  (m)           90.82   (f) ADJ UNCH    1 2
 LX0511
 LX0511.Superseded values are not recommended for survey control.
 LX0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0511.See file dsdata.txt to determine how the superseded data were derived.
 LX0511
 LX0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM886226(NAD 83)
 LX0511_MARKER: DD = SURVEY DISK
 LX0511_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0511_STAMPING: 90.820 D 8 1923
 LX0511_MARK LOGO: USGS  
 LX0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0511+STABILITY: SURFACE MOTION
 LX0511
 LX0511  HISTORY     - Date     Condition        Report By
 LX0511  HISTORY     - 1923     MONUMENTED       USGS
 LX0511  HISTORY     - 1967     GOOD             NGS
 LX0511  HISTORY     - 1978     GOOD             NGS
 LX0511  HISTORY     - 1984     GOOD             USPSQD
 LX0511  HISTORY     - 1985     GOOD             NGS
 LX0511
 LX0511                          STATION DESCRIPTION
 LX0511
 LX0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0511'AT ELMWOOD.
 LX0511'AT ELMWOOD, HARTFORD COUNTY, ON SOUTH QUAKER LANE, ABOUT 150
 LX0511'YARDS NORTH OF NEW BRITAIN AVENUE, AT JAMES TALCOTT SCHOOL,
 LX0511'AT THE SOUTHEAST CORNER OF THE BUILDING, IN THE SOUTH WALL,
 LX0511'IN THE CONCRETE FOUNDATION, 0.5 FOOT WEST OF THE CORNER, AND
 LX0511'0.7 FOOT ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 LX0511'STANDARD DISK, STAMPED 90.820 D 8 1923 AND SET VERTICALLY.
 LX0511
 LX0511                          STATION RECOVERY (1978)
 LX0511
 LX0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0511'RECOVERED IN GOOD CONDITION.
 LX0511
 LX0511                          STATION RECOVERY (1984)
 LX0511
 LX0511'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0511'THE BUILDING IS NOW THE COLECO CORPORATE CENTER, RATHER THAN THE
 LX0511'JAMES TALCOTT SCHOOL.
 LX0511
 LX0511                          STATION RECOVERY (1985)
 LX0511
 LX0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2571 ***********************************************************************
 LX2571  DESIGNATION -  D 80
 LX2571  PID         -  LX2571
 LX2571  STATE/COUNTY-  CT/LITCHFIELD
 LX2571  USGS QUAD   -  ROXBURY (1984)
 LX2571
 LX2571                         *CURRENT SURVEY CONTROL
 LX2571  ___________________________________________________________________
 LX2571* NAD 83(1986)-  41 35 47.     (N)    073 15 51.     (W)     SCALED    
 LX2571* NAVD 88     -       166.414  (meters)     545.98   (feet)  ADJUSTED  
 LX2571  ___________________________________________________________________
 LX2571  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2571  DYNAMIC HT  -         166.358 (meters)     545.79  (feet)  COMP
 LX2571  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX2571
 LX2571  VERT ORDER  -  FIRST     CLASS II
 LX2571
 LX2571.The horizontal coordinates were scaled from a topographic map and have
 LX2571.an estimated accuracy of +/- 6 seconds.
 LX2571
 LX2571.The orthometric height was determined by differential leveling
 LX2571.and adjusted by the National Geodetic Survey in June 1991..
 LX2571
 LX2571.The geoid height was determined by GEOID03.
 LX2571
 LX2571.The dynamic height is computed by dividing the NAVD 88
 LX2571.geopotential number by the normal gravity value computed on the
 LX2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2571.degrees latitude (g = 980.6199 gals.).
 LX2571
 LX2571.The modeled gravity was interpolated from observed gravity values.
 LX2571
 LX2571;                    North         East    Units  Estimated Accuracy
 LX2571;SPC CT       -   237,270.      261,930.      MT  (+/- 180 meters Scaled)
 LX2571
 LX2571                          SUPERSEDED SURVEY CONTROL
 LX2571
 LX2571.No superseded survey control is available for this station.
 LX2571
 LX2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM446064(NAD 83)
 LX2571_MARKER: I = METAL ROD
 LX2571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2571_SP_SET: STAINLESS STEEL ROD
 LX2571_STAMPING: D 80 1985
 LX2571_MARK LOGO: NGS   
 LX2571_PROJECTION: FLUSH
 LX2571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2571_ROD/PIPE-DEPTH: 5.5  meters
 LX2571
 LX2571  HISTORY     - Date     Condition        Report By
 LX2571  HISTORY     - 1985     MONUMENTED       NGS
 LX2571
 LX2571                          STATION DESCRIPTION
 LX2571
 LX2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2571'6.8 KM (4.25 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2571'6.8 KM (4.25 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2571'WASHINGTON DEPOT TO THE MARK ON THE LEFT, 6.7 METERS (22.0 FT)
 LX2571'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.0 METERS (49.4 FT)
 LX2571'WEST-NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING TO THE WAYNE E.
 LX2571'WOOD HOME.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2571'CAP.
 LX2571'THE MARK IS 0.36 METERS  E FROM  A WITNESS POST
 LX2571'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2394 ***********************************************************************
 LX2394  DESIGNATION -  D 81
 LX2394  PID         -  LX2394
 LX2394  STATE/COUNTY-  CT/NEW HAVEN
 LX2394  USGS QUAD   -  SOUTHBURY (1984)
 LX2394
 LX2394                         *CURRENT SURVEY CONTROL
 LX2394  ___________________________________________________________________
 LX2394* NAD 83(1986)-  41 28 59.     (N)    073 11 18.     (W)     SCALED    
 LX2394* NAVD 88     -       164.464  (meters)     539.58   (feet)  ADJUSTED  
 LX2394  ___________________________________________________________________
 LX2394  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX2394  DYNAMIC HT  -         164.409 (meters)     539.40  (feet)  COMP
 LX2394  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LX2394
 LX2394  VERT ORDER  -  FIRST     CLASS II
 LX2394
 LX2394.The horizontal coordinates were scaled from a topographic map and have
 LX2394.an estimated accuracy of +/- 6 seconds.
 LX2394
 LX2394.The orthometric height was determined by differential leveling
 LX2394.and adjusted by the National Geodetic Survey in June 1991..
 LX2394
 LX2394.The geoid height was determined by GEOID03.
 LX2394
 LX2394.The dynamic height is computed by dividing the NAVD 88
 LX2394.geopotential number by the normal gravity value computed on the
 LX2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2394.degrees latitude (g = 980.6199 gals.).
 LX2394
 LX2394.The modeled gravity was interpolated from observed gravity values.
 LX2394
 LX2394;                    North         East    Units  Estimated Accuracy
 LX2394;SPC CT       -   224,650.      268,190.      MT  (+/- 180 meters Scaled)
 LX2394
 LX2394                          SUPERSEDED SURVEY CONTROL
 LX2394
 LX2394.No superseded survey control is available for this station.
 LX2394
 LX2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL512939(NAD 83)
 LX2394_MARKER: DB = BENCH MARK DISK
 LX2394_SETTING: 66 = SET IN ROCK OUTCROP
 LX2394_SP_SET: ROCK OUTCROP
 LX2394_STAMPING: D 81 1985
 LX2394_MARK LOGO: NGS   
 LX2394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2394+STABILITY: POSITION/ELEVATION WELL
 LX2394
 LX2394  HISTORY     - Date     Condition        Report By
 LX2394  HISTORY     - 1985     MONUMENTED       NGS
 LX2394
 LX2394                          STATION DESCRIPTION
 LX2394
 LX2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2394'1.4 KM (0.85 MI) SW FROM SOUTHBURY.
 LX2394'1.4 KM (0.9 MI) SOUTHWEST ALONG INTERSTATE 84 FROM BUCKS HILL ROAD
 LX2394'OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, ON THE SOUTH SIDE OF
 LX2394'INTERSTATE 84 EASTBOUND IN A ROCK OUTCROP MEASURING 12 BY 12 FOOT
 LX2394'PROJECTING 0.91 METERS (3.0 FT) AND ON THE SOUTH SIDE OF A PAVED
 LX2394'DRAINAGE DITCH, 0.08 KM (0.05 MI) SOUTHWEST OF MOTORIST AID CALL BOX
 LX2394'NUMBER 217, 5.94 METERS (19.5 FT) SOUTH OF THE SOUTH CURB OF THE
 LX2394'HIGHWAY, 1.89 METERS (6.2 FT) SOUTH OF THE CENTER OF THE DRAINAGE
 LX2394'DITCH.
 LX2394'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 LX2394'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2810 ***********************************************************************
 LX2810  DESIGNATION -  D 82
 LX2810  PID         -  LX2810
 LX2810  STATE/COUNTY-  CT/MIDDLESEX
 LX2810  USGS QUAD   -  MIDDLETOWN (1992)
 LX2810
 LX2810                         *CURRENT SURVEY CONTROL
 LX2810  ___________________________________________________________________
 LX2810* NAD 83(1986)-  41 31 58.     (N)    072 38 56.     (W)     SCALED    
 LX2810* NAVD 88     -        46.715  (meters)     153.26   (feet)  ADJUSTED  
 LX2810  ___________________________________________________________________
 LX2810  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2810  DYNAMIC HT  -          46.700 (meters)     153.21  (feet)  COMP
 LX2810  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LX2810
 LX2810  VERT ORDER  -  FIRST     CLASS II
 LX2810
 LX2810.The horizontal coordinates were scaled from a topographic map and have
 LX2810.an estimated accuracy of +/- 6 seconds.
 LX2810
 LX2810.The orthometric height was determined by differential leveling
 LX2810.and adjusted by the National Geodetic Survey in June 1991..
 LX2810
 LX2810.The geoid height was determined by GEOID03.
 LX2810
 LX2810.The dynamic height is computed by dividing the NAVD 88
 LX2810.geopotential number by the normal gravity value computed on the
 LX2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2810.degrees latitude (g = 980.6199 gals.).
 LX2810
 LX2810.The modeled gravity was interpolated from observed gravity values.
 LX2810
 LX2810;                    North         East    Units  Estimated Accuracy
 LX2810;SPC CT       -   230,080.      313,240.      MT  (+/- 180 meters Scaled)
 LX2810
 LX2810                          SUPERSEDED SURVEY CONTROL
 LX2810
 LX2810.No superseded survey control is available for this station.
 LX2810
 LX2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM961005(NAD 83)
 LX2810_MARKER: I = METAL ROD
 LX2810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2810_SP_SET: STAINLESS STEEL ROD
 LX2810_STAMPING: D 82 1985
 LX2810_MARK LOGO: NGS   
 LX2810_PROJECTION: FLUSH
 LX2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2810_ROD/PIPE-DEPTH: 8.2  meters
 LX2810
 LX2810  HISTORY     - Date     Condition        Report By
 LX2810  HISTORY     - 1985     MONUMENTED       NGS
 LX2810  HISTORY     - 19970531 GOOD             USPSQD
 LX2810
 LX2810                          STATION DESCRIPTION
 LX2810
 LX2810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2810'2.7 KM (1.65 MI) WEST FROM MIDDLETOWN.
 LX2810'2.7 KM (1.65 MI) WEST ALONG STATE HIGHWAY 155 FROM THE OVERPASS OF
 LX2810'STATE HIGHWAY 9 IN MIDDLETOWN TO THE MARK ON THE RIGHT, IN THE EAST
 LX2810'SIDE OF A TRIANGLE GRASS AREA OF THE JUNCTION OF FARM HILL ROAD,
 LX2810'13.11 METERS (43.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2810'0.73 METER (2.4 FT) SOUTHWEST OF UTILITY POLE 3968.  NOTE--ACCESS TO
 LX2810'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2810'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2810
 LX2810                          STATION RECOVERY (1997)
 LX2810
 LX2810'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2785 ***********************************************************************
 LX2785  DESIGNATION -  D 83
 LX2785  PID         -  LX2785
 LX2785  STATE/COUNTY-  CT/HARTFORD
 LX2785  USGS QUAD   -  NEW BRITAIN (1992)
 LX2785
 LX2785                         *CURRENT SURVEY CONTROL
 LX2785  ___________________________________________________________________
 LX2785* NAD 83(1986)-  41 42 13.     (N)    072 51 08.     (W)     SCALED    
 LX2785* NAVD 88     -        61.711  (meters)     202.46   (feet)  ADJUSTED  
 LX2785  ___________________________________________________________________
 LX2785  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2785  DYNAMIC HT  -          61.693 (meters)     202.40  (feet)  COMP
 LX2785  MODELED GRAV-     980,324.6   (mgal)                       NAVD 88
 LX2785
 LX2785  VERT ORDER  -  FIRST     CLASS II
 LX2785
 LX2785.The horizontal coordinates were scaled from a topographic map and have
 LX2785.an estimated accuracy of +/- 6 seconds.
 LX2785
 LX2785.The orthometric height was determined by differential leveling
 LX2785.and adjusted by the National Geodetic Survey in June 1991..
 LX2785
 LX2785.The geoid height was determined by GEOID03.
 LX2785
 LX2785.The dynamic height is computed by dividing the NAVD 88
 LX2785.geopotential number by the normal gravity value computed on the
 LX2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2785.degrees latitude (g = 980.6199 gals.).
 LX2785
 LX2785.The modeled gravity was interpolated from observed gravity values.
 LX2785
 LX2785;                    North         East    Units  Estimated Accuracy
 LX2785;SPC CT       -   249,060.      296,290.      MT  (+/- 180 meters Scaled)
 LX2785
 LX2785                          SUPERSEDED SURVEY CONTROL
 LX2785
 LX2785.No superseded survey control is available for this station.
 LX2785
 LX2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM787190(NAD 83)
 LX2785_MARKER: I = METAL ROD
 LX2785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2785_SP_SET: STAINLESS STEEL ROD
 LX2785_STAMPING: D 83 1985
 LX2785_MARK LOGO: NGS   
 LX2785_PROJECTION: FLUSH
 LX2785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2785_ROD/PIPE-DEPTH: 27.9 meters
 LX2785
 LX2785  HISTORY     - Date     Condition        Report By
 LX2785  HISTORY     - 1985     MONUMENTED       NGS
 LX2785
 LX2785                          STATION DESCRIPTION
 LX2785
 LX2785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2785'1.0 KM (0.65 MI) SW FROM FARMINGTON.
 LX2785'1.0 KM (0.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE OVERPASS OVER
 LX2785'STATE HIGHWAY 10 IN FARMINGTON, TO THE JUNCTION OF HYDE ROAD AND THE
 LX2785'MARK ON THE LEFT, AT THE SOUTHWEST CORNER OF STANLEY CORPORATE
 LX2785'DISTRIBUTION CENTER PROPERTY, 11.4 METERS (37.4 FT) SOUTH-SOUTHWEST OF
 LX2785'THE CENTER LINE OF THE HIGHWAY, 10.67 METERS (35.0 FT) SOUTHEAST OF
 LX2785'THE CENTER LINE OF HYDE ROAD, 1.55 METERS (5.1 FT) NORTHWEST OF
 LX2785'UTILITY POLE NUMBER 7273 WITH STREET LAMP AND SUPPORTING A TRAFFIC
 LX2785'SIGNAL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2785'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2633 ***********************************************************************
 LX2633  DESIGNATION -  D 84
 LX2633  PID         -  LX2633
 LX2633  STATE/COUNTY-  CT/MIDDLESEX
 LX2633  USGS QUAD   -  DEEP RIVER (1971)
 LX2633
 LX2633                         *CURRENT SURVEY CONTROL
 LX2633  ___________________________________________________________________
 LX2633* NAD 83(1986)-  41 25 09.     (N)    072 26 00.     (W)     SCALED    
 LX2633* NAVD 88     -         1.047  (meters)       3.44   (feet)  ADJUSTED  
 LX2633  ___________________________________________________________________
 LX2633  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX2633  DYNAMIC HT  -           1.047 (meters)       3.44  (feet)  COMP
 LX2633  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX2633
 LX2633  VERT ORDER  -  FIRST     CLASS II
 LX2633
 LX2633.The horizontal coordinates were scaled from a topographic map and have
 LX2633.an estimated accuracy of +/- 6 seconds.
 LX2633
 LX2633.The orthometric height was determined by differential leveling
 LX2633.and adjusted by the National Geodetic Survey in June 1991..
 LX2633
 LX2633.The geoid height was determined by GEOID03.
 LX2633
 LX2633.The dynamic height is computed by dividing the NAVD 88
 LX2633.geopotential number by the normal gravity value computed on the
 LX2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2633.degrees latitude (g = 980.6199 gals.).
 LX2633
 LX2633.The modeled gravity was interpolated from observed gravity values.
 LX2633
 LX2633;                    North         East    Units  Estimated Accuracy
 LX2633;SPC CT       -   217,510.      331,270.      MT  (+/- 180 meters Scaled)
 LX2633
 LX2633                          SUPERSEDED SURVEY CONTROL
 LX2633
 LX2633.No superseded survey control is available for this station.
 LX2633
 LX2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL144884(NAD 83)
 LX2633_MARKER: I = METAL ROD
 LX2633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2633_SP_SET: STAINLESS STEEL ROD
 LX2633_STAMPING: D 84 1985
 LX2633_MARK LOGO: NGS   
 LX2633_PROJECTION: FLUSH
 LX2633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2633_ROD/PIPE-DEPTH: 24.4 meters
 LX2633
 LX2633  HISTORY     - Date     Condition        Report By
 LX2633  HISTORY     - 1985     MONUMENTED       NGS
 LX2633  HISTORY     - 1986     GOOD             NGS
 LX2633  HISTORY     - 1989     GOOD             USPSQD
 LX2633  HISTORY     - 1991     GOOD             USPSQD
 LX2633  HISTORY     - 19970220 GOOD             USPSQD
 LX2633  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX2633
 LX2633                          STATION DESCRIPTION
 LX2633
 LX2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2633'2.4 KM (1.5 MI) EAST FROM CHESTER.
 LX2633'2.4 KM (1.5 MI) EAST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2633'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, AT A FERRY
 LX2633'LANDING, AT THE NORTHWEST CONRER OF A CYCLONE FENCE, 14.6 METERS (48.0
 LX2633'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.3 METERS (14.0 FT) NORTH
 LX2633'OF THE NORTH GATE POST OF THE FENCE, 0.82 METER (2.7 FT) SOUTH OF THE
 LX2633'NORTHWEST CORNER OF THE FENCE, 0.30 METER (1.0 FT) WEST OF THE WEST
 LX2633'SIDE OF THE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2633'5-INCH LOGO CAP.
 LX2633'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2633
 LX2633                          STATION RECOVERY (1986)
 LX2633
 LX2633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2633'RECOVERED IN GOOD CONDITION.
 LX2633
 LX2633                          STATION RECOVERY (1989)
 LX2633
 LX2633'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2633'RECOVERED IN GOOD CONDITION.
 LX2633
 LX2633                          STATION RECOVERY (1991)
 LX2633
 LX2633'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2633'RECOVERED IN GOOD CONDITION.
 LX2633
 LX2633                          STATION RECOVERY (1997)
 LX2633
 LX2633'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2633'RECOVERED IN GOOD CONDITION.
 LX2633
 LX2633                          STATION RECOVERY (1998)
 LX2633
 LX2633'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX2633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2945 ***********************************************************************
 LX2945  DESIGNATION -  D 85
 LX2945  PID         -  LX2945
 LX2945  STATE/COUNTY-  CT/TOLLAND
 LX2945  USGS QUAD   -  ROCKVILLE (1984)
 LX2945
 LX2945                         *CURRENT SURVEY CONTROL
 LX2945  ___________________________________________________________________
 LX2945* NAD 83(1986)-  41 51 02.     (N)    072 29 02.     (W)     SCALED    
 LX2945* NAVD 88     -        71.077  (meters)     233.19   (feet)  ADJUSTED  
 LX2945  ___________________________________________________________________
 LX2945  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2945  DYNAMIC HT  -          71.054 (meters)     233.12  (feet)  COMP
 LX2945  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 LX2945
 LX2945  VERT ORDER  -  FIRST     CLASS II
 LX2945
 LX2945.The horizontal coordinates were scaled from a topographic map and have
 LX2945.an estimated accuracy of +/- 6 seconds.
 LX2945
 LX2945.The orthometric height was determined by differential leveling
 LX2945.and adjusted by the National Geodetic Survey in June 1991..
 LX2945
 LX2945.The geoid height was determined by GEOID03.
 LX2945
 LX2945.The dynamic height is computed by dividing the NAVD 88
 LX2945.geopotential number by the normal gravity value computed on the
 LX2945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2945.degrees latitude (g = 980.6199 gals.).
 LX2945
 LX2945.The modeled gravity was interpolated from observed gravity values.
 LX2945
 LX2945;                    North         East    Units  Estimated Accuracy
 LX2945;SPC CT       -   265,410.      326,900.      MT  (+/- 180 meters Scaled)
 LX2945
 LX2945                          SUPERSEDED SURVEY CONTROL
 LX2945
 LX2945.No superseded survey control is available for this station.
 LX2945
 LX2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM088362(NAD 83)
 LX2945_MARKER: I = METAL ROD
 LX2945_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2945+WITH SETTING: INFORMATION.
 LX2945_SP_SET: STAINLESS STEEL ROD
 LX2945_STAMPING: D 85 1986
 LX2945_MARK LOGO: NGS   
 LX2945_PROJECTION: FLUSH
 LX2945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2945_ROD/PIPE-DEPTH: 2.35 meters
 LX2945
 LX2945  HISTORY     - Date     Condition        Report By
 LX2945  HISTORY     - 1986     MONUMENTED       NGS
 LX2945  HISTORY     - 19950826 GOOD             USPSQD
 LX2945
 LX2945                          STATION DESCRIPTION
 LX2945
 LX2945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2945'3.0 KM (1.85 MI) SW FROM ROCKVILLE.
 LX2945'3.0 KM (1.85 MI) SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION
 LX2945'OF STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE RIGHT.  IT IS
 LX2945'17.67 METERS (58.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 20.02
 LX2945'METERS (65.7 FT) NORTH OF THE CENTERLINE OF DART HILL ROAD.
 LX2945'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2945'THE MARK IS 2.32 METERS  E FROM  A WITNESS POST
 LX2945'THE MARK IS 1.22 M ABOVE HIGHWAY.
 LX2945
 LX2945                          STATION RECOVERY (1995)
 LX2945
 LX2945'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2912 ***********************************************************************
 LX2912  DESIGNATION -  D 86
 LX2912  PID         -  LX2912
 LX2912  STATE/COUNTY-  CT/TOLLAND
 LX2912  USGS QUAD   -  ROCKVILLE (1984)
 LX2912
 LX2912                         *CURRENT SURVEY CONTROL
 LX2912  ___________________________________________________________________
 LX2912* NAD 83(1986)-  41 52 29.     (N)    072 23 54.     (W)     SCALED    
 LX2912* NAVD 88     -       258.323  (meters)     847.51   (feet)  ADJUSTED  
 LX2912  ___________________________________________________________________
 LX2912  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2912  DYNAMIC HT  -         258.236 (meters)     847.23  (feet)  COMP
 LX2912  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LX2912
 LX2912  VERT ORDER  -  FIRST     CLASS II
 LX2912
 LX2912.The horizontal coordinates were scaled from a topographic map and have
 LX2912.an estimated accuracy of +/- 6 seconds.
 LX2912
 LX2912.The orthometric height was determined by differential leveling
 LX2912.and adjusted by the National Geodetic Survey in June 1991..
 LX2912
 LX2912.The geoid height was determined by GEOID03.
 LX2912
 LX2912.The dynamic height is computed by dividing the NAVD 88
 LX2912.geopotential number by the normal gravity value computed on the
 LX2912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2912.degrees latitude (g = 980.6199 gals.).
 LX2912
 LX2912.The modeled gravity was interpolated from observed gravity values.
 LX2912
 LX2912;                    North         East    Units  Estimated Accuracy
 LX2912;SPC CT       -   268,120.      333,990.      MT  (+/- 180 meters Scaled)
 LX2912
 LX2912                          SUPERSEDED SURVEY CONTROL
 LX2912
 LX2912.No superseded survey control is available for this station.
 LX2912
 LX2912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM158391(NAD 83)
 LX2912_MARKER: DB = BENCH MARK DISK
 LX2912_SETTING: 66 = SET IN ROCK OUTCROP
 LX2912_SP_SET: ROCK OUTCROP
 LX2912_STAMPING: D 86 1986
 LX2912_MARK LOGO: NGS   
 LX2912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2912+STABILITY: POSITION/ELEVATION WELL
 LX2912
 LX2912  HISTORY     - Date     Condition        Report By
 LX2912  HISTORY     - 1986     MONUMENTED       NGS
 LX2912
 LX2912                          STATION DESCRIPTION
 LX2912
 LX2912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2912'8.5 KM (5.3 MI) EAST FROM ROCKVILLE.
 LX2912'8.50 KM (5.3 MI) EAST ALONG STATE HIGHWAY 74 FROM THE VERNON ROCKVILLE
 LX2912'POST OFFICE IN ROCKVILLE TO THE MARK ON THE RIGHT.  IT IS 6.64 METERS
 LX2912'(21.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 35.75 METERS (117.3
 LX2912'FT) EAST OF SNET POLE NO. 123 WITH A TRANSFORMER AND 30.91 METERS
 LX2912'(101.4 FT) WEST OF SNET POLE NO. 124.
 LX2912'THE MARK IS 0.24 METERS  S FROM  A WITNESS POST
 LX2912'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2957 ***********************************************************************
 LX2957  DESIGNATION -  D 87
 LX2957  PID         -  LX2957
 LX2957  STATE/COUNTY-  CT/TOLLAND
 LX2957  USGS QUAD   -  ROCKVILLE (1984)
 LX2957
 LX2957                         *CURRENT SURVEY CONTROL
 LX2957  ___________________________________________________________________
 LX2957* NAD 83(1986)-  41 47 49.     (N)    072 24 03.     (W)     SCALED    
 LX2957* NAVD 88     -       202.408  (meters)     664.07   (feet)  ADJUSTED  
 LX2957  ___________________________________________________________________
 LX2957  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2957  DYNAMIC HT  -         202.338 (meters)     663.84  (feet)  COMP
 LX2957  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 LX2957
 LX2957  VERT ORDER  -  FIRST     CLASS II
 LX2957
 LX2957.The horizontal coordinates were scaled from a topographic map and have
 LX2957.an estimated accuracy of +/- 6 seconds.
 LX2957
 LX2957.The orthometric height was determined by differential leveling
 LX2957.and adjusted by the National Geodetic Survey in June 1991..
 LX2957
 LX2957.The geoid height was determined by GEOID03.
 LX2957
 LX2957.The dynamic height is computed by dividing the NAVD 88
 LX2957.geopotential number by the normal gravity value computed on the
 LX2957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2957.degrees latitude (g = 980.6199 gals.).
 LX2957
 LX2957.The modeled gravity was interpolated from observed gravity values.
 LX2957
 LX2957;                    North         East    Units  Estimated Accuracy
 LX2957;SPC CT       -   259,480.      333,820.      MT  (+/- 180 meters Scaled)
 LX2957
 LX2957                          SUPERSEDED SURVEY CONTROL
 LX2957
 LX2957.No superseded survey control is available for this station.
 LX2957
 LX2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM159304(NAD 83)
 LX2957_MARKER: I = METAL ROD
 LX2957_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2957_SP_SET: STAINLESS STEEL ROD
 LX2957_STAMPING: D 87 1986
 LX2957_MARK LOGO: NGS   
 LX2957_PROJECTION: FLUSH
 LX2957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2957_ROD/PIPE-DEPTH: 3.7  meters
 LX2957
 LX2957  HISTORY     - Date     Condition        Report By
 LX2957  HISTORY     - 1986     MONUMENTED       NGS
 LX2957
 LX2957                          STATION DESCRIPTION
 LX2957
 LX2957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2957'3.6 KM (2.25 MI) EAST FROM BOLTON.
 LX2957'3.6 KM (2.25 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2957'BOLTON TO THE MARK ON THE LEFT.  ALSO 2.4 KM (1.5 MI) WEST ALONG U.S.
 LX2957'HIGHWAY 44 FROM THE JUNCTION OF STATE HIGHWAY 37 SOUTH IN NORTH
 LX2957'COVENTRY.  IT IS 6.71 METERS (22.0 FT) NORTH OF THE CENTERLINE OF THE
 LX2957'HIGHWAY, 1.52 METERS (5.0 FT) SOUTH OF THE SOUTH FACE OF AN OLD MILE
 LX2957'STONE THAT READS 15 MILES TO HARTFORD CT AND 0.94 METERS (3.1 FT)
 LX2957'NORTHEAST OF THE WEST END OF A METAL GUARDRAIL. NOTE--ACCESS TO
 LX2957'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2957'THE MARK IS 1.75 METERS  S FROM  A WITNESS POST
 LX2957'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1785 ***********************************************************************
 LW1785  DESIGNATION -  D 88
 LW1785  PID         -  LW1785
 LW1785  STATE/COUNTY-  CT/WINDHAM
 LW1785  USGS QUAD   -  PUTNAM (1970)
 LW1785
 LW1785                         *CURRENT SURVEY CONTROL
 LW1785  ___________________________________________________________________
 LW1785* NAD 83(1986)-  41 55 25.     (N)    071 53 59.     (W)     SCALED    
 LW1785* NAVD 88     -        91.912  (meters)     301.55   (feet)  ADJUSTED  
 LW1785  ___________________________________________________________________
 LW1785  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW1785  DYNAMIC HT  -          91.882 (meters)     301.45  (feet)  COMP
 LW1785  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 LW1785
 LW1785  VERT ORDER  -  FIRST     CLASS II
 LW1785
 LW1785.The horizontal coordinates were scaled from a topographic map and have
 LW1785.an estimated accuracy of +/- 6 seconds.
 LW1785
 LW1785.The orthometric height was determined by differential leveling
 LW1785.and adjusted by the National Geodetic Survey in June 1991..
 LW1785
 LW1785.The geoid height was determined by GEOID03.
 LW1785
 LW1785.The dynamic height is computed by dividing the NAVD 88
 LW1785.geopotential number by the normal gravity value computed on the
 LW1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1785.degrees latitude (g = 980.6199 gals.).
 LW1785
 LW1785.The modeled gravity was interpolated from observed gravity values.
 LW1785
 LW1785;                    North         East    Units  Estimated Accuracy
 LW1785;SPC CT       -   273,840.      375,330.      MT  (+/- 180 meters Scaled)
 LW1785
 LW1785                          SUPERSEDED SURVEY CONTROL
 LW1785
 LW1785.No superseded survey control is available for this station.
 LW1785
 LW1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG595453(NAD 83)
 LW1785_MARKER: DB = BENCH MARK DISK
 LW1785_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1785_SP_SET: HEADWALL
 LW1785_STAMPING: D 88 1986
 LW1785_MARK LOGO: NGS   
 LW1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1785+STABILITY: SURFACE MOTION
 LW1785
 LW1785  HISTORY     - Date     Condition        Report By
 LW1785  HISTORY     - 1986     MONUMENTED       NGS
 LW1785  HISTORY     - 19961207 GOOD             USPSQD
 LW1785
 LW1785                          STATION DESCRIPTION
 LW1785
 LW1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1785'1.3 KM (0.8 MI) NORTH FROM PUTNAM.
 LW1785'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF MAIN
 LW1785'STREET IN PUTNAM, THENCE 0.1 KM (0.05 MI) NORTH ALONG STATE HIGHWAY
 LW1785'12 TO THE MARK ON THE LEFT IN TOP OF THE NORTH END OF THE WEST
 LW1785'HEADWALL OF A SMALL BRIDGE OVER A CREEK.  IT IS 7.62 METERS (25.0 FT)
 LW1785'WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.79 METERS (2.6 FT)
 LW1785'SOUTH OF THE NORTH END OF THE HEADWALL.
 LW1785'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LW1785
 LW1785                          STATION RECOVERY (1996)
 LW1785
 LW1785'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1815 ***********************************************************************
 LW1815  DESIGNATION -  D 89
 LW1815  PID         -  LW1815
 LW1815  STATE/COUNTY-  CT/WINDHAM
 LW1815  USGS QUAD   -  ONECO (1970)
 LW1815
 LW1815                         *CURRENT SURVEY CONTROL
 LW1815  ___________________________________________________________________
 LW1815* NAD 83(1986)-  41 38 36.     (N)    071 50 50.     (W)     SCALED    
 LW1815* NAVD 88     -       192.171  (meters)     630.48   (feet)  ADJUSTED  
 LW1815  ___________________________________________________________________
 LW1815  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW1815  DYNAMIC HT  -         192.099 (meters)     630.24  (feet)  COMP
 LW1815  MODELED GRAV-     980,243.4   (mgal)                       NAVD 88
 LW1815
 LW1815  VERT ORDER  -  FIRST     CLASS II
 LW1815
 LW1815.The horizontal coordinates were scaled from a topographic map and have
 LW1815.an estimated accuracy of +/- 6 seconds.
 LW1815
 LW1815.The orthometric height was determined by differential leveling
 LW1815.and adjusted by the National Geodetic Survey in June 1991..
 LW1815
 LW1815.The geoid height was determined by GEOID03.
 LW1815
 LW1815.The dynamic height is computed by dividing the NAVD 88
 LW1815.geopotential number by the normal gravity value computed on the
 LW1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1815.degrees latitude (g = 980.6199 gals.).
 LW1815
 LW1815.The modeled gravity was interpolated from observed gravity values.
 LW1815
 LW1815;                    North         East    Units  Estimated Accuracy
 LW1815;SPC CT       -   242,750.      380,010.      MT  (+/- 180 meters Scaled)
 LW1815
 LW1815                          SUPERSEDED SURVEY CONTROL
 LW1815
 LW1815.No superseded survey control is available for this station.
 LW1815
 LW1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG628140(NAD 83)
 LW1815_MARKER: I = METAL ROD
 LW1815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1815_SP_SET: STAINLESS STEEL ROD
 LW1815_STAMPING: D 89 1986
 LW1815_MARK LOGO: NGS   
 LW1815_PROJECTION: FLUSH
 LW1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1815_ROD/PIPE-DEPTH: 4.6  meters
 LW1815
 LW1815  HISTORY     - Date     Condition        Report By
 LW1815  HISTORY     - 1986     MONUMENTED       NGS
 LW1815  HISTORY     - 19961020 GOOD             USPSQD
 LW1815
 LW1815                          STATION DESCRIPTION
 LW1815
 LW1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1815'5.1 KM (3.15 MI) SOUTH FROM STERLING.
 LW1815'5.1 KM (3.2 MI) SOUTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1815'STATE HIGHWAY 14A IN STERLING TO THE MARK ON THE RIGHT AT THE
 LW1815'WINDHAM-NEW LONDON COUNTY LINE AND ACROSS HIGHWAY FROM THE STERLING
 LW1815'CHURCH OF CHRIST.  IT IS 6.03 METERS (19.8 FT) NORTHWEST OF THE
 LW1815'CENTERLINE OF THE HIGHWAY, 15.36 METERS (50.4 FT) SOUTHEAST OF
 LW1815'OF THE SOUTHEAST CORNER OF THE EKONK GRANGE NO. 89 HALL, 2.86 METERS
 LW1815'(9.4 FT) NORTH OF HIGHWAY SIGN (VOLUNTOWN INCORPORATED 1721 TOWN
 LW1815'LINE), AND 1.64 METERS (5.4 FT) SOUTH OF UTILITY POLE NO. 670 WITH
 LW1815'TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LW1815'CAP.
 LW1815'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1815
 LW1815                          STATION RECOVERY (1996)
 LW1815
 LW1815'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0004 ***********************************************************************
 LX0004  DESIGNATION -  D 9
 LX0004  PID         -  LX0004
 LX0004  STATE/COUNTY-  CT/TOLLAND
 LX0004  USGS QUAD   -  ROCKVILLE (1984)
 LX0004
 LX0004                         *CURRENT SURVEY CONTROL
 LX0004  ___________________________________________________________________
 LX0004* NAD 83(1986)-  41 47 22.     (N)    072 26 49.     (W)     SCALED    
 LX0004* NAVD 88     -       177.431  (meters)     582.12   (feet)  POSTED    
 LX0004  ___________________________________________________________________
 LX0004  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX0004  DYNAMIC HT  -         177.370 (meters)     581.92  (feet)  COMP
 LX0004  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX0004
 LX0004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0004
 LX0004.The horizontal coordinates were scaled from a topographic map and have
 LX0004.an estimated accuracy of +/- 6 seconds.
 LX0004
 LX0004.The orthometric height was determined by differential leveling
 LX0004.and adjusted by the National Geodetic Survey in 1992..
 LX0004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0004.rate of 0.0 thru 1.0 mm/km.
 LX0004
 LX0004.The geoid height was determined by GEOID03.
 LX0004
 LX0004.The dynamic height is computed by dividing the NAVD 88
 LX0004.geopotential number by the normal gravity value computed on the
 LX0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0004.degrees latitude (g = 980.6199 gals.).
 LX0004
 LX0004.The modeled gravity was interpolated from observed gravity values.
 LX0004
 LX0004;                    North         East    Units  Estimated Accuracy
 LX0004;SPC CT       -   258,630.      329,990.      MT  (+/- 180 meters Scaled)
 LX0004
 LX0004                          SUPERSEDED SURVEY CONTROL
 LX0004
 LX0004  NGVD 29 (??/??/92)  177.663  (m)          582.88   (f) ADJ UNCH    1 2
 LX0004
 LX0004.Superseded values are not recommended for survey control.
 LX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0004.See file dsdata.txt to determine how the superseded data were derived.
 LX0004
 LX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM121295(NAD 83)
 LX0004_MARKER: DB = BENCH MARK DISK
 LX0004_SETTING: 66 = SET IN ROCK OUTCROP
 LX0004_SP_SET: ROCK CUT
 LX0004_STAMPING: 582.883 FT D 9 1923
 LX0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0004+STABILITY: POSITION/ELEVATION WELL
 LX0004
 LX0004  HISTORY     - Date     Condition        Report By
 LX0004  HISTORY     - 1923     MONUMENTED       CGS
 LX0004  HISTORY     - 1951     GOOD             NGS
 LX0004  HISTORY     - 1953     MARK NOT FOUND   USGS
 LX0004  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0004  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0004
 LX0004                          STATION DESCRIPTION
 LX0004
 LX0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0004'AT BOLTON STATION.
 LX0004'AT BOLTON STATION, TOLLAND COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0004'AND HARTFORD RAILROAD, 17 RAILS EAST OF THE STATION, 1-1/2
 LX0004'RAILS WEST OF THE CENTER OF A CONCRETE-ARCH HIGHWAY BRIDGE OVER
 LX0004'THE TRACKS (THE HIGHWAY IS U.S. HIGHWAY 6), 8.5 FEET SOUTH OF
 LX0004'THE SOUTH RAIL ON THE INSIDE OF A CURVE, IN THE WALL OF A ROCK
 LX0004'CUT, AND ABOUT 2 FEET ABOVE THE TRACK.  A STANDARD DISK,
 LX0004'STAMPED 582.883 FT D 9 1923.  NOTE-- U.S.G.S. REPORTED THAT
 LX0004'THE BRIDGE HAS BEEN REBUILT, SOME CUTTING OF THE ROCK WALL WAS
 LX0004'PROBABLE, AND THE MARK MAY HAVE BEEN DESTROYED.
 LX0004
 LX0004                          STATION RECOVERY (1953)
 LX0004
 LX0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LX0004'MARK NOT FOUND.
 LX0004
 LX0004                          STATION RECOVERY (1972)
 LX0004
 LX0004'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0004'MARK NOT FOUND.
 LX0004
 LX0004                          STATION RECOVERY (1984)
 LX0004
 LX0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0004'NOT SEARCHED FOR AS THE RAILROAD IS NOW ABANDON AND THE MARK IS
 LX0004'INACCESSIBLE FOR LEVELS, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3338 ***********************************************************************
 LX3338  DESIGNATION -  D 90
 LX3338  PID         -  LX3338
 LX3338  STATE/COUNTY-  CT/NEW LONDON
 LX3338  USGS QUAD   -  MONTVILLE (1983)
 LX3338
 LX3338                         *CURRENT SURVEY CONTROL
 LX3338  ___________________________________________________________________
 LX3338* NAD 83(1986)-  41 23 33.     (N)    072 13 20.     (W)     SCALED    
 LX3338* NAVD 88     -        24.242  (meters)      79.53   (feet)  ADJUSTED  
 LX3338  ___________________________________________________________________
 LX3338  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX3338  DYNAMIC HT  -          24.234 (meters)      79.51  (feet)  COMP
 LX3338  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 LX3338
 LX3338  VERT ORDER  -  FIRST     CLASS II
 LX3338
 LX3338.The horizontal coordinates were scaled from a topographic map and have
 LX3338.an estimated accuracy of +/- 6 seconds.
 LX3338
 LX3338.The orthometric height was determined by differential leveling
 LX3338.and adjusted by the National Geodetic Survey in June 1991..
 LX3338
 LX3338.The geoid height was determined by GEOID03.
 LX3338
 LX3338.The dynamic height is computed by dividing the NAVD 88
 LX3338.geopotential number by the normal gravity value computed on the
 LX3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3338.degrees latitude (g = 980.6199 gals.).
 LX3338
 LX3338.The modeled gravity was interpolated from observed gravity values.
 LX3338
 LX3338;                    North         East    Units  Estimated Accuracy
 LX3338;SPC CT       -   214,640.      348,940.      MT  (+/- 180 meters Scaled)
 LX3338
 LX3338                          SUPERSEDED SURVEY CONTROL
 LX3338
 LX3338.No superseded survey control is available for this station.
 LX3338
 LX3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL322860(NAD 83)
 LX3338_MARKER: DB = BENCH MARK DISK
 LX3338_SETTING: 66 = SET IN ROCK OUTCROP
 LX3338_SP_SET: ROCK LEDGE
 LX3338_STAMPING: D 90 1986
 LX3338_MARK LOGO: NGS   
 LX3338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3338+STABILITY: POSITION/ELEVATION WELL
 LX3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3338+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 LX3338
 LX3338  HISTORY     - Date     Condition        Report By
 LX3338  HISTORY     - 1986     MONUMENTED       NGS
 LX3338  HISTORY     - 1989     GOOD             USPSQD
 LX3338  HISTORY     - 1990     GOOD             USPSQD
 LX3338  HISTORY     - 20030508 GOOD             USPSQD
 LX3338
 LX3338                          STATION DESCRIPTION
 LX3338
 LX3338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3338'3.4 KM (2.1 MI) NORTH FROM FLANDERS.
 LX3338'3.4 KM (2.1 MI) NORTH ALONG STATE HIGHWAY 161 FROM THE INTERSECTION OF
 LX3338'U.S. HIGHWAY 1 IN FLANDERS TO THE MARK ON THE LEFT, IN A ROCK LEDGE
 LX3338'AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. CP5586, 0.3 KM (0.2 MI)
 LX3338'NORTH OF THE JUNCTION OF MOSTOWY ROAD, 5.79 METERS (19.0 FT) NORTHWEST
 LX3338'OF THE CENTERLINE OF THE HIGHWAY.
 LX3338'THE MARK IS 0.77 METERS  N FROM  A WITNESS POST
 LX3338'THE MARK IS 0.67 M ABOVE HIGHWAY.
 LX3338
 LX3338                          STATION RECOVERY (1989)
 LX3338
 LX3338'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3338'RECOVERED IN GOOD CONDITION.
 LX3338
 LX3338                          STATION RECOVERY (1990)
 LX3338
 LX3338'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3338'RECOVERED IN GOOD CONDITION.
 LX3338
 LX3338                          STATION RECOVERY (2003)
 LX3338
 LX3338'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3338'POLE CP5586 HAS BEEN REMOVED AND REPLACED WITH A POLE MARKED KOPPERS
 LX3338'FL692 SP560 4 40
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3123 ***********************************************************************
 LX3123  DESIGNATION -  D 91
 LX3123  PID         -  LX3123
 LX3123  STATE/COUNTY-  CT/MIDDLESEX
 LX3123  USGS QUAD   -  GLASTONBURY (1992)
 LX3123
 LX3123                         *CURRENT SURVEY CONTROL
 LX3123  ___________________________________________________________________
 LX3123* NAD 83(1986)-  41 37 43.     (N)    072 36 10.     (W)     SCALED    
 LX3123* NAVD 88     -        55.877  (meters)     183.32   (feet)  ADJUSTED  
 LX3123  ___________________________________________________________________
 LX3123  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX3123  DYNAMIC HT  -          55.859 (meters)     183.26  (feet)  COMP
 LX3123  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LX3123
 LX3123  VERT ORDER  -  FIRST     CLASS II
 LX3123
 LX3123.The horizontal coordinates were scaled from a topographic map and have
 LX3123.an estimated accuracy of +/- 6 seconds.
 LX3123
 LX3123.The orthometric height was determined by differential leveling
 LX3123.and adjusted by the National Geodetic Survey in June 1991..
 LX3123
 LX3123.The geoid height was determined by GEOID03.
 LX3123
 LX3123.The dynamic height is computed by dividing the NAVD 88
 LX3123.geopotential number by the normal gravity value computed on the
 LX3123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3123.degrees latitude (g = 980.6199 gals.).
 LX3123
 LX3123.The modeled gravity was interpolated from observed gravity values.
 LX3123
 LX3123;                    North         East    Units  Estimated Accuracy
 LX3123;SPC CT       -   240,730.      317,070.      MT  (+/- 180 meters Scaled)
 LX3123
 LX3123                          SUPERSEDED SURVEY CONTROL
 LX3123
 LX3123.No superseded survey control is available for this station.
 LX3123
 LX3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM996113(NAD 83)
 LX3123_MARKER: DB = BENCH MARK DISK
 LX3123_SETTING: 66 = SET IN ROCK OUTCROP
 LX3123_SP_SET: ROCK OUTCROP
 LX3123_STAMPING: D 91 1986
 LX3123_MARK LOGO: NGS   
 LX3123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3123+STABILITY: POSITION/ELEVATION WELL
 LX3123
 LX3123  HISTORY     - Date     Condition        Report By
 LX3123  HISTORY     - 1986     MONUMENTED       NGS
 LX3123
 LX3123                          STATION DESCRIPTION
 LX3123
 LX3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3123'4.2 KM (2.6 MI) SOUTH FROM SOUTH GLASTONBURY.
 LX3123'4.2 KM (2.6 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3123'SOUTH GLASTONBURY TO THE MARK ON THE LEFT.  IT IS 5.4 METERS (18.0 FT)
 LX3123'EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 21.6 METERS (71.0 FT)
 LX3123'NORTH OF THE CENTER OF A BLACKTOP DRIVEWAY AND 16.2 METERS (53.3 FT)
 LX3123'NORTH OF POWER POLE NO. 20.
 LX3123'THE MARK IS 0.51 METERS  S FROM  A WITNESS POST
 LX3123'THE MARK IS 0.30 M ABOVE HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3066 ***********************************************************************
 LX3066  DESIGNATION -  D 92
 LX3066  PID         -  LX3066
 LX3066  STATE/COUNTY-  CT/MIDDLESEX
 LX3066  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3066
 LX3066                         *CURRENT SURVEY CONTROL
 LX3066  ___________________________________________________________________
 LX3066* NAD 83(1996)-  41 34 08.57262(N)    072 37 23.55338(W)     ADJUSTED  
 LX3066* NAVD 88     -         9.434  (meters)      30.95   (feet)  ADJUSTED  
 LX3066  ___________________________________________________________________
 LX3066  X           -   1,427,232.121 (meters)                     COMP
 LX3066  Y           -  -4,560,776.665 (meters)                     COMP
 LX3066  Z           -   4,209,899.366 (meters)                     COMP
 LX3066  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 LX3066  ELLIP HEIGHT-         -20.18  (meters)          (06/22/01) GPS OBS
 LX3066  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX3066  DYNAMIC HT  -           9.431 (meters)      30.94  (feet)  COMP
 LX3066  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 LX3066
 LX3066  HORZ ORDER  -  FIRST
 LX3066  VERT ORDER  -  FIRST     CLASS II
 LX3066  ELLP ORDER  -  FOURTH    CLASS I
 LX3066
 LX3066.The horizontal coordinates were established by GPS observations
 LX3066.and adjusted by the National Geodetic Survey in June 2001..
 LX3066
 LX3066.The orthometric height was determined by differential leveling
 LX3066.and adjusted by the National Geodetic Survey in June 1991..
 LX3066
 LX3066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3066
 LX3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3066
 LX3066.The ellipsoidal height was determined by GPS observations
 LX3066.and is referenced to NAD 83.
 LX3066
 LX3066.The geoid height was determined by GEOID03.
 LX3066
 LX3066.The dynamic height is computed by dividing the NAVD 88
 LX3066.geopotential number by the normal gravity value computed on the
 LX3066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3066.degrees latitude (g = 980.6199 gals.).
 LX3066
 LX3066.The modeled gravity was interpolated from observed gravity values.
 LX3066
 LX3066;                    North         East     Units Scale Factor Converg.
 LX3066;SPC CT       -   234,115.457   315,375.717   MT  0.99998333   +0 05 02.7
 LX3066;SPC CT       -   768,093.80  1,034,695.16   sFT  0.99998333   +0 05 02.7
 LX3066;UTM  18      - 4,604,658.035   698,169.582   MT  1.00008330   +1 34 39.2
 LX3066
 LX3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3066!SPC CT       -   1.00000317  x   0.99998333  =   0.99998650
 LX3066!UTM  18      -   1.00000317  x   1.00008330  =   1.00008647
 LX3066
 LX3066                          SUPERSEDED SURVEY CONTROL
 LX3066
 LX3066  NAVD 88 (06/22/01)    9.44   (m)           31.0    (f) LEVELING    3  
 LX3066
 LX3066.Superseded values are not recommended for survey control.
 LX3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3066.See file dsdata.txt to determine how the superseded data were derived.
 LX3066
 LX3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9817004658(NAD 83)
 LX3066_MARKER: I = METAL ROD
 LX3066_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LX3066_SP_SET: STAINLESS STEEL ROD
 LX3066_STAMPING: D 92 1986
 LX3066_MARK LOGO: NGS   
 LX3066_PROJECTION: FLUSH
 LX3066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX3066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3066+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 LX3066_ROD/PIPE-DEPTH: 5.6  meters
 LX3066
 LX3066  HISTORY     - Date     Condition        Report By
 LX3066  HISTORY     - 19860101 MONUMENTED       NGS
 LX3066  HISTORY     - 19971202 GOOD             USPSQD
 LX3066  HISTORY     - 20000615 GOOD             NGS
 LX3066  HISTORY     - 20030424 GOOD             CTGS
 LX3066
 LX3066                          STATION DESCRIPTION
 LX3066
 LX3066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3066'1.7 KM (1.05 MI) SE FROM PORTLAND.
 LX3066'1.7 KM (1.05 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3066'STATE HIGHWAY 17A IN PORTLAND TO THE MARK ON THE RIGHT AND ACROSS THE
 LX3066'HIGHWAY FROM L. H. JACKSON VOLVO DEALER, 8.5 METERS (28.0 FT) SOUTH OF
 LX3066'THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY, 18.0 METERS
 LX3066'(59.2 FT) NORTHEAST OF THE NORTHWEST CORNER OF A BRICK BUILDING, 12.6
 LX3066'METERS (41.4 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.48 METER (1.6 FT)
 LX3066'SOUTH OF POWER POLE NO. 1798.
 LX3066'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3066'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3066
 LX3066                          STATION RECOVERY (1997)
 LX3066
 LX3066'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3066'RECOVERED IN GOOD CONDITION.
 LX3066
 LX3066                          STATION RECOVERY (2000)
 LX3066
 LX3066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LX3066'THE STATION IS LOCATED IN PORTLAND, ABOUT 1.7 KM (1.05 MI) EAST OF THE
 LX3066'JUNCTION OF STATE HIGHWAYS 17-A AND 66, ALONG THE SOUTH SIDE OF
 LX3066'HIGHWAY 66, NORTHEAST OF A POWER POLE, AND NORTH-NORTHWEST AND
 LX3066'ACROSS THE PARKING LOT/DRIVEWAY OF THE PORTLAND VETERINARY
 LX3066'HOSPITAL NUMBER 455 HIGHWAY 66.  OWNERSHIP--CONNECTICUT
 LX3066'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE
 LX3066'JUNCTION OF STATE HIGHWAYS 17-A AND 66, LOCATED 0.16 KM (0.10 MI)
 LX3066'NORTHEAST OF THE NORTHEAST END OF THE HIGHWAY 17 BRIDGE OVER
 LX3066'THE CONNECTICUT RIVER IN PORTLAND, GO EAST ON HIGHWAY 66 FOR 1.7
 LX3066'KM (1.05 MI) TO THE STATION ON THE RIGHT, ON THE EAST SIDE OF THE
 LX3066'WEST ENTRANCE DRIVE OF THE PORTLAND VETERINARY HOSPITAL AND
 LX3066'JUST SOUTHWEST OF A POWER POLE WITH LINES CROSSING THE HIGHWAY
 LX3066'AND LEADING TO THE VETERINARY HOSPITAL BUILDING.  THE STATION IS A
 LX3066'PUNCH MARK ON THE TOP OF A STAINLESS STEEL DATUM CAP CRIMPED TO
 LX3066'THE TOP OF A STAINLESS STEEL ROD, ENCASED IN A 13 CM PVC PIPE WITH
 LX3066'AN NGS LOGO CAP SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE
 LX3066'GROUND.  LOCATED 18.05 M (59.22 FT) NORTH-NORTHWEST AND ACROSS
 LX3066'THE PARKING LOT/DRIVE FROM THE NORTHWEST CORNER OF THE
 LX3066'VETERINARY HOSPITAL BUILDING, 6.31 M (20.70 FT) SOUTH-SOUTHWEST OF
 LX3066'THE SOUTHWEST CORNER OF A METAL CATCH BASIN ALONG HIGHWAY 66,
 LX3066'2.38 M (7.81 FT) SOUTH OF THE SOUTH ASPHALT CURB OF HIGHWAY 66, 0.98
 LX3066'M (3.22 FT) SOUTHWEST OF A POWER POLE WITH A SECURITY LIGHT AND
 LX3066'LINES LEADING TO THE VETERINARY HOSPITAL AND 0.34 M (1.12 FT) P NORTH
 LX3066'OF A CTGS FIBERGLASS WITNESS POST.
 LX3066'
 LX3066
 LX3066                          STATION RECOVERY (2003)
 LX3066
 LX3066'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX3066'A DRILL HOLE IN A HEX HEAD BRASS BOLT IN A 1/4 IN. HOLE.  THE STATION
 LX3066'MARK IS A NATIONAL GEODETIC SURVEY FLANGE ENCASED STAINLESS STEEL ROD
 LX3066'DRIVEN TO A DEPTH OF 18.4 FEET. ACCESS TO THE DATUM POINT IS HAD
 LX3066'THROUGH A 5 INCH LOGO CAP STAMPED D 92 1986 THAT IS FLUSH WITH THE
 LX3066'GROUND. TO REACH THE STATION FROM PORTLAND AT THE INTERSECTION OF
 LX3066'CONNECTICUT ROUTE 66 (MARLBOROUGH STREET) AND CONNECTICUT ROUTE 17A
 LX3066'(MAIN STREET), PROCEED SOUTHEASTERLY ALONG CONNECTICUT ROUTE 66 FOR
 LX3066'1.05 MILES TO THE STATION ON THE RIGHT, ACROSS THE ROAD FROM  AN AUTO
 LX3066'DEALERSHIP. THE STATION IS LOCATED 59.2 FEET NORTHEAST OF THE
 LX3066'NORTHWEST CORNER OF A BRICK BUILDING, 41.4 FEET EAST OF THE CENTER
 LX3066'LINE OF A DRIVEWAY, 28.0 FEET SOUTH OF THE CENTER LINE OF CONNECTICUT
 LX3066'ROUTE 66 EASTBOUND AND 1.6 FEET SOUTH OF POWER POLE 1798.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3040 ***********************************************************************
 LX3040  DESIGNATION -  D 93
 LX3040  PID         -  LX3040
 LX3040  STATE/COUNTY-  CT/TOLLAND
 LX3040  USGS QUAD   -  SPRING HILL (1983)
 LX3040
 LX3040                         *CURRENT SURVEY CONTROL
 LX3040  ___________________________________________________________________
 LX3040* NAD 83(1986)-  41 45 06.     (N)    072 11 30.     (W)     SCALED    
 LX3040* NAVD 88     -        70.526  (meters)     231.38   (feet)  ADJUSTED  
 LX3040  ___________________________________________________________________
 LX3040  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX3040  DYNAMIC HT  -          70.502 (meters)     231.31  (feet)  COMP
 LX3040  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX3040
 LX3040  VERT ORDER  -  FIRST     CLASS II
 LX3040
 LX3040.The horizontal coordinates were scaled from a topographic map and have
 LX3040.an estimated accuracy of +/- 6 seconds.
 LX3040
 LX3040.The orthometric height was determined by differential leveling
 LX3040.and adjusted by the National Geodetic Survey in June 1991..
 LX3040
 LX3040.The geoid height was determined by GEOID03.
 LX3040
 LX3040.The dynamic height is computed by dividing the NAVD 88
 LX3040.geopotential number by the normal gravity value computed on the
 LX3040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3040.degrees latitude (g = 980.6199 gals.).
 LX3040
 LX3040.The modeled gravity was interpolated from observed gravity values.
 LX3040
 LX3040;                    North         East    Units  Estimated Accuracy
 LX3040;SPC CT       -   254,540.      351,240.      MT  (+/- 180 meters Scaled)
 LX3040
 LX3040                          SUPERSEDED SURVEY CONTROL
 LX3040
 LX3040.No superseded survey control is available for this station.
 LX3040
 LX3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM334260(NAD 83)
 LX3040_MARKER: I = METAL ROD
 LX3040_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3040_SP_SET: STAINLESS STEEL ROD
 LX3040_STAMPING: D 93 1986
 LX3040_MARK LOGO: NGS   
 LX3040_PROJECTION: FLUSH
 LX3040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3040_ROD/PIPE-DEPTH: 5.9  meters
 LX3040
 LX3040  HISTORY     - Date     Condition        Report By
 LX3040  HISTORY     - 1986     MONUMENTED       NGS
 LX3040
 LX3040                          STATION DESCRIPTION
 LX3040
 LX3040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3040'1.4 KM (0.85 MI) SE FROM MANSFIELD CENTER.
 LX3040'1.4 KM (0.85 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE POST
 LX3040'OFFICE IN MANSFIELD CENTER TO THE MARK ON THE RIGHT, ACROSS THE
 LX3040'HIGHWAY FROM THE JUNCTION OF MANSFIELD HOLLOW ROAD BETWEEN THE TWO
 LX3040'MOST SOUTHERLY METAL POST OF A METAL GUARDRAIL, 4.88 METERS (16.0 FT)
 LX3040'WEST OF THE CENTERLINE OF THE HIGHWAY, 10.61 METERS (34.8 FT) EAST OF
 LX3040'UTILITY POLE NO. 68 1/2, 9.63 METERS (31.6 FT) NORTH OF THE SOUTH END
 LX3040'OF THE GUARDRAIL.
 LX3040'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3040'THE MARK IS 0.38 METERS  N FROM  A WITNESS POST
 LX3040'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3223 ***********************************************************************
 LX3223  DESIGNATION -  D 96
 LX3223  PID         -  LX3223
 LX3223  STATE/COUNTY-  CT/NEW LONDON
 LX3223  USGS QUAD   -  NORWICH (1983)
 LX3223
 LX3223                         *CURRENT SURVEY CONTROL
 LX3223  ___________________________________________________________________
 LX3223* NAD 83(1986)-  41 30 25.     (N)    072 02 38.     (W)     SCALED    
 LX3223* NAVD 88     -        34.804  (meters)     114.19   (feet)  ADJUSTED  
 LX3223  ___________________________________________________________________
 LX3223  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX3223  DYNAMIC HT  -          34.792 (meters)     114.15  (feet)  COMP
 LX3223  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX3223
 LX3223  VERT ORDER  -  FIRST     CLASS II
 LX3223
 LX3223.The horizontal coordinates were scaled from a topographic map and have
 LX3223.an estimated accuracy of +/- 6 seconds.
 LX3223
 LX3223.The orthometric height was determined by differential leveling
 LX3223.and adjusted by the National Geodetic Survey in June 1991..
 LX3223
 LX3223.The geoid height was determined by GEOID03.
 LX3223
 LX3223.The dynamic height is computed by dividing the NAVD 88
 LX3223.geopotential number by the normal gravity value computed on the
 LX3223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3223.degrees latitude (g = 980.6199 gals.).
 LX3223
 LX3223.The modeled gravity was interpolated from observed gravity values.
 LX3223
 LX3223;                    North         East    Units  Estimated Accuracy
 LX3223;SPC CT       -   227,450.      363,750.      MT  (+/- 180 meters Scaled)
 LX3223
 LX3223                          SUPERSEDED SURVEY CONTROL
 LX3223
 LX3223.No superseded survey control is available for this station.
 LX3223
 LX3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL467992(NAD 83)
 LX3223_MARKER: DB = BENCH MARK DISK
 LX3223_SETTING: 66 = SET IN ROCK OUTCROP
 LX3223_SP_SET: ROCK LEDGE
 LX3223_STAMPING: D 96 1986
 LX3223_MARK LOGO: NGS   
 LX3223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3223+STABILITY: POSITION/ELEVATION WELL
 LX3223
 LX3223  HISTORY     - Date     Condition        Report By
 LX3223  HISTORY     - 1986     MONUMENTED       NGS
 LX3223  HISTORY     - 20060504 GOOD             USPSQD
 LX3223
 LX3223                          STATION DESCRIPTION
 LX3223
 LX3223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3223'5.8 KM (3.6 MI) NW FROM PRESTON.
 LX3223'5.8 KM (3.6 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3223'STATE HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT.  IT IS 11.00
 LX3223'METERS (36.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 48.46
 LX3223'METERS (159.0 FT) NORTHWEST OF A WIRE CABLE GUARDRAIL AND 9.94 METERS
 LX3223'(32.6 FT) NORTH OF THE SOUTH END OF THE ROCK CUT.
 LX3223'THE MARK IS 0.21 METERS  W FROM  A WITNESS POST
 LX3223'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3223
 LX3223                          STATION RECOVERY (2006)
 LX3223
 LX3223'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3433 ***********************************************************************
 LX3433  DESIGNATION -  D 97
 LX3433  PID         -  LX3433
 LX3433  STATE/COUNTY-  CT/NEW LONDON
 LX3433  USGS QUAD   -  UNCASVILLE (1984)
 LX3433
 LX3433                         *CURRENT SURVEY CONTROL
 LX3433  ___________________________________________________________________
 LX3433* NAD 83(1986)-  41 24 48.     (N)    072 01 10.     (W)     SCALED    
 LX3433* NAVD 88     -        72.466  (meters)     237.75   (feet)  ADJUSTED  
 LX3433  ___________________________________________________________________
 LX3433  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX3433  DYNAMIC HT  -          72.441 (meters)     237.67  (feet)  COMP
 LX3433  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LX3433
 LX3433  VERT ORDER  -  FIRST     CLASS II
 LX3433
 LX3433.The horizontal coordinates were scaled from a topographic map and have
 LX3433.an estimated accuracy of +/- 6 seconds.
 LX3433
 LX3433.The orthometric height was determined by differential leveling
 LX3433.and adjusted by the National Geodetic Survey in June 1991..
 LX3433
 LX3433.The geoid height was determined by GEOID03.
 LX3433
 LX3433.The dynamic height is computed by dividing the NAVD 88
 LX3433.geopotential number by the normal gravity value computed on the
 LX3433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3433.degrees latitude (g = 980.6199 gals.).
 LX3433
 LX3433.The modeled gravity was interpolated from observed gravity values.
 LX3433
 LX3433;                    North         East    Units  Estimated Accuracy
 LX3433;SPC CT       -   217,070.      365,880.      MT  (+/- 180 meters Scaled)
 LX3433
 LX3433                          SUPERSEDED SURVEY CONTROL
 LX3433
 LX3433.No superseded survey control is available for this station.
 LX3433
 LX3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL491889(NAD 83)
 LX3433_MARKER: I = METAL ROD
 LX3433_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3433+WITH SETTING: INFORMATION.
 LX3433_SP_SET: STAINLESS STEEL ROD
 LX3433_STAMPING: D 97 1986
 LX3433_MARK LOGO: NGS   
 LX3433_PROJECTION: FLUSH
 LX3433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3433_ROD/PIPE-DEPTH: 2.07 meters
 LX3433
 LX3433  HISTORY     - Date     Condition        Report By
 LX3433  HISTORY     - 1986     MONUMENTED       NGS
 LX3433  HISTORY     - 1989     GOOD             USPSQD
 LX3433  HISTORY     - 19901014 GOOD             USPSQD
 LX3433
 LX3433                          STATION DESCRIPTION
 LX3433
 LX3433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3433'4.7 KM (2.95 MI) NORTH FROM CENTER GROTON.
 LX3433'4.7 KM (2.9 MI) NORTH ALONG STATE HIGHWAY 117 FROM THE INTERSECTION OF
 LX3433'STATE HIGHWAY 184 IN CENTER GROTON TO THE JUNCTION OF SANDY HOLLOW
 LX3433'ROAD, THENCE 0.08 KM (0.05 MI) NORTHWEST TO THE MARK ON THE LEFT ON
 LX3433'THE OUTSIDE OF A STONE WALL AT THE ROACH CEMETERY.  ALSO 3.9 KM (2.4
 LX3433'MI) SOUTHEAST ALONG STATE HIGHWAY 117 FROM THE INTERSECTION OF STATE
 LX3433'HIGHWAY 214 IN LEDYARD CENTER.  IT IS 3.41 METERS (11.2 FT)
 LX3433'SOUTH-SOUTHWEST OF THE CENTERLINE OF SANDY HOLLOW ROAD AND 0.36 METER
 LX3433'(1.2 FT) NORTH-NORTHEAST OF ABOVE MENTIONED STONE WALL.
 LX3433'NOTE--PERMISSION COULD NOT BE OBTAINED FROM THE LEDYARD CENTER TOWN
 LX3433'HALL TO PLACE MARK INSIDE CEMETERY.
 LX3433'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3433'THE MARK IS 0.28 METERS  NNE FROM  A WITNESS POST
 LX3433'THE MARK IS ABOVE LEVEL WITH SANDY HOLLOW ROAD.
 LX3433
 LX3433                          STATION RECOVERY (1989)
 LX3433
 LX3433'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3433'RECOVERED IN GOOD CONDITION.
 LX3433
 LX3433                          STATION RECOVERY (1990)
 LX3433
 LX3433'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4759 ***********************************************************************
 LX4759  DESIGNATION -  DAHL CO STACK
 LX4759  PID         -  LX4759
 LX4759  STATE/COUNTY-  CT/NEW LONDON
 LX4759  USGS QUAD   -  NORWICH (1983)
 LX4759
 LX4759                         *CURRENT SURVEY CONTROL
 LX4759  ___________________________________________________________________
 LX4759* NAD 83(1996)-  41 30 25.45228(N)    072 05 03.27599(W)     ADJUSTED  
 LX4759* NAVD 88     -                                                        
 LX4759  ___________________________________________________________________
 LX4759  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 LX4759  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX4759
 LX4759  HORZ ORDER  -  THIRD
 LX4759
 LX4759.The horizontal coordinates were established by classical geodetic methods
 LX4759.and adjusted by the National Geodetic Survey in August 1998..
 LX4759
 LX4759
 LX4759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4759
 LX4759.The geoid height was determined by GEOID03.
 LX4759
 LX4759;                    North         East     Units Scale Factor Converg.
 LX4759;SPC CT       -   227,438.396   360,381.214   MT  0.99998325   +0 26 29.2
 LX4759;SPC CT       -   746,187.47  1,182,350.70   sFT  0.99998325   +0 26 29.2
 LX4759;UTM  18      - 4,599,154.429   743,343.619   MT  1.00032880   +1 55 59.7
 LX4759
 LX4759                          SUPERSEDED SURVEY CONTROL
 LX4759
 LX4759  NAD 83(1992)-  41 30 25.45129(N)    072 05 03.27534(W) AD(       ) 4
 LX4759  NAD 83(1986)-  41 30 25.45190(N)    072 05 03.27774(W) AD(       ) 4
 LX4759  NAD 27      -  41 30 25.09400(N)    072 05 04.99200(W) AD(       ) 3
 LX4759
 LX4759.Superseded values are not recommended for survey control.
 LX4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4759.See file dsdata.txt to determine how the superseded data were derived.
 LX4759
 LX4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4334499154(NAD 83)
 LX4759
 LX4759  HISTORY     - Date     Condition        Report By
 LX4759  HISTORY     - 1934     MONUMENTED       CGS
 LX4759  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4759
 LX4759                          STATION DESCRIPTION
 LX4759
 LX4759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4759'THE DAHL ICE AND STORAGE COMPANY IS ON THE W BANK OF THE THAMES
 LX4759'RIVER JUST N OF THE SUN OIL COMPANY AND S OF THE SAXONY WOOLEN
 LX4759'MILLS.  THE CENTRAL VERMONT RAILROAD IS JUST W OF THE PLANT.  THE
 LX4759'STACK IS THE NORTHERLY OF 2 STACKS AND IS AT THE S END OF A LOW
 LX4759'1 STORY BRICK BUILDING THAT HAS BEEN PAINTED WHITE.  THE STACK
 LX4759'IS OF BROWN BRICK AND HAS A BELL SHAPED TOP.
 LX4759'
 LX4759'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 150
 LX4759'FEET ABOVE GROUND.
 LX4759
 LX4759                          STATION RECOVERY (1961)
 LX4759
 LX4759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4759'THE STATION COULD NOT BE FOUND.  THE COMPANY THAT IS NOW OCCUPYING
 LX4759'THE DAHL COMPANY BUILDING STATED THAT ONE STACK HAD BEEN
 LX4759'REMOVED.  AN INSPECTION OF THE BUILDING SHOWED THAT IT WAS
 LX4759'PROBABLY THE NORTH STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5878 ***********************************************************************
 LX5878  DESIGNATION -  DALYS PINE
 LX5878  PID         -  LX5878
 LX5878  STATE/COUNTY-  CT/MIDDLESEX
 LX5878  USGS QUAD   -  ESSEX (1977)
 LX5878
 LX5878                         *CURRENT SURVEY CONTROL
 LX5878  ___________________________________________________________________
 LX5878* NAD 83(1996)-  41 18 19.47305(N)    072 29 29.43530(W)     ADJUSTED  
 LX5878* NAVD 88     -                                                        
 LX5878  ___________________________________________________________________
 LX5878  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX5878  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX5878
 LX5878  HORZ ORDER  -  THIRD
 LX5878
 LX5878.The horizontal coordinates were established by classical geodetic methods
 LX5878.and adjusted by the National Geodetic Survey in August 1998..
 LX5878
 LX5878
 LX5878.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5878
 LX5878.The geoid height was determined by GEOID03.
 LX5878
 LX5878;                    North         East     Units Scale Factor Converg.
 LX5878;SPC CT       -   204,860.157   326,447.806   MT  0.99999103   +0 10 17.0
 LX5878;SPC CT       -   672,112.03  1,071,020.84   sFT  0.99999103   +0 10 17.0
 LX5878;UTM  18      - 4,575,696.702   709,999.802   MT  1.00014276   +1 39 23.0
 LX5878
 LX5878                          SUPERSEDED SURVEY CONTROL
 LX5878
 LX5878  NAD 83(1992)-  41 18 19.47215(N)    072 29 29.43504(W) AD(       ) 4
 LX5878  NAD 83(1986)-  41 18 19.47415(N)    072 29 29.43832(W) AD(       ) 4
 LX5878  NAD 27      -  41 18 19.13000(N)    072 29 31.11000(W) AD(       ) 3
 LX5878
 LX5878.Superseded values are not recommended for survey control.
 LX5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5878.See file dsdata.txt to determine how the superseded data were derived.
 LX5878
 LX5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1000075697(NAD 83)
 LX5878
 LX5878  HISTORY     - Date     Condition        Report By
 LX5878  HISTORY     - 1934     MONUMENTED       CGS
 LX5878  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5878  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5878
 LX5878                          STATION DESCRIPTION
 LX5878
 LX5878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5878'THE RESIDENCE OF C.J. DALY IS ON THE E SIDE OF THE HORSE HILL
 LX5878'ROAD (ROUTE 145) ABOUT 2.8 MILES FROM THE BOSTON POST ROAD.
 LX5878'
 LX5878'THE HOUSE IS 1-1/2 STORIES HIGH AND IS ABOUT 13 METERS E OF THE
 LX5878'CENTER LINE OF THE HIGHWAY.  THERE ARE TWIN PINES BETWEEN THE HOUSE
 LX5878'AND THE ROADSIDE.  ONE IS DIRECTLY W OF THE W GABLE OF THE HOUSE,
 LX5878'AND THE OTHER IS JUST OFF THE SW CORNER OF THE HOUSE.
 LX5878'
 LX5878'CENTER IS THE CENTER LINE OF THE LATTER TREE.
 LX5878'
 LX5878'THE TREES ARE ABOUT 4.5 METERS APART.
 LX5878
 LX5878                          STATION RECOVERY (1960)
 LX5878
 LX5878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5878'THE PINE TREES HAVE BEEN DESTROYED.
 LX5878
 LX5878                          STATION RECOVERY (1997)
 LX5878
 LX5878'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3820 ***********************************************************************
 LX3820  DESIGNATION -  DANBURY
 LX3820  PID         -  LX3820
 LX3820  STATE/COUNTY-  CT/FAIRFIELD
 LX3820  USGS QUAD   -  DANBURY (1984)
 LX3820
 LX3820                         *CURRENT SURVEY CONTROL
 LX3820  ___________________________________________________________________
 LX3820* NAD 83(1996)-  41 23 45.57511(N)    073 25 24.06509(W)     ADJUSTED  
 LX3820* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 LX3820  ___________________________________________________________________
 LX3820  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 LX3820  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX3820
 LX3820  HORZ ORDER  -  FIRST
 LX3820
 LX3820.The horizontal coordinates were established by classical geodetic methods
 LX3820.and adjusted by the National Geodetic Survey in August 1998..
 LX3820
 LX3820.The orthometric height was scaled from a topographic map.
 LX3820
 LX3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3820
 LX3820.The geoid height was determined by GEOID03.
 LX3820
 LX3820;                    North         East     Units Scale Factor Converg.
 LX3820;SPC CT       -   215,107.372   248,489.844   MT  0.99998601   -0 26 47.3
 LX3820;SPC CT       -   705,731.44    815,253.76   sFT  0.99998601   -0 26 47.3
 LX3820;SPC NY E     -   285,080.653   240,031.385   MT  0.99999972   +0 42 43.2
 LX3820;SPC NY E     -   935,302.11    787,502.97   sFT  0.99999972   +0 42 43.2
 LX3820;UTM  18      - 4,583,916.903   631,803.903   MT  0.99981380   +1 02 33.8
 LX3820
 LX3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3820!SPC CT       -   0.99997412  x   0.99998601  =   0.99996013
 LX3820!SPC NY E     -   0.99997412  x   0.99999972  =   0.99997384
 LX3820!UTM  18      -   0.99997412  x   0.99981380  =   0.99978793
 LX3820
 LX3820|---------------------------------------------------------------------|
 LX3820| PID    Reference Object                     Distance      Geod. Az  |
 LX3820|                                                           dddmmss.s |
 LX3820| CB3947 DANBURY RM 1                         27.337 METERS 07335     |
 LX3820| LX3817 WOOSTER                             APPROX. 7.4 KM 2271912.8 |
 LX3820| CB3948 DANBURY RM 2                         28.208 METERS 23315     |
 LX3820| LX3821 DANBURY LEE HAT CO STACK            APPROX. 1.0 KM 2363423.3 |
 LX3820| LX3819 DANBURY FIRST CONG CH DOME          APPROX. 2.7 KM 2603450.0 |
 LX3820| LX3822 DANBURY BROADVIEW TOWN FARM TK      APPROX. 1.9 KM 3095441.7 |
 LX3820| LX3818 DANBURY US BUR OF PRISONS TANK      APPROX. 5.7 KM 3201242.3 |
 LX3820| CB3946 DANBURY AZ MK                                      3542347.4 |
 LX3820|---------------------------------------------------------------------|
 LX3820
 LX3820                          SUPERSEDED SURVEY CONTROL
 LX3820
 LX3820  NAD 83(1992)-  41 23 45.57462(N)    073 25 24.06481(W) AD(       ) 1
 LX3820  NAD 83(1986)-  41 23 45.57648(N)    073 25 24.06703(W) AD(       ) 1
 LX3820  NAD 27      -  41 23 45.23439(N)    073 25 25.63105(W) AD(       ) 1
 LX3820
 LX3820.Superseded values are not recommended for survey control.
 LX3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3820.See file dsdata.txt to determine how the superseded data were derived.
 LX3820
 LX3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3180483917(NAD 83)
 LX3820
 LX3820  HISTORY     - Date     Condition        Report By
 LX3820  HISTORY     - 1942     MONUMENTED       CGS
 LX3820  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3820  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3820
 LX3820                          STATION DESCRIPTION
 LX3820
 LX3820'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3820'THE STATION IS LOCATED ON A HILL KNOWN LOCALLY AS SHELTER ROCK,
 LX3820'ABOUT 1.5 MILES E OF DANBURY AND ABOUT 1.75 MILES NNW OF BETHEL,
 LX3820'57 FEET E OF A TRIANGULAR BLAZE ON AN OAK TREE ABOUT 10 INCHES IN
 LX3820'DIAMETER, 23 FEET NE OF A TRIANGULAR BLAZE ON AN OAK TREE ABOUT
 LX3820'6 INCHES IN DIAMETER, AND ON PROPERTY OWNED BY DR. DELOHERY.  THE
 LX3820'MARK IS A BRONZE DISK SET IN A DRILL HOLE IN BEDROCK AND STAMPED
 LX3820'DANBURY 1942.
 LX3820'
 LX3820'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 LX3820'IN BOULDERS.
 LX3820'
 LX3820'REFERENCE MARK NO.1 IS 89.69 FEET E OF THE STATION, 83 FEET N
 LX3820'OF AN E-AND-W STONE FENCE LINE.  THE DISK IS STAMPED DANBURY
 LX3820'NO.1, 1942.
 LX3820'
 LX3820'REFERENCE MARK NO.2 IS 92.55 FEET WSW OF THE STATION, 44 FEET
 LX3820'SW OF A TRIANGULAR BLAZE ON AN OAK TREE ABOUT 10 INCHES IN
 LX3820'DIAMETER.  THE DISK IS STAMPED DANBURY NO.2, 1942.
 LX3820'
 LX3820'AZIMUTH MARK IS ABOUT 0.7 MILE NNW OF THE STATION, 7.1 FEET
 LX3820'SW OF A CONNECTICUT HIGHWAY BOUNDARY MARKER, 50 FEET S OF THE
 LX3820'CENTER LINE OF U.S. HIGHWAY 6, 41 FEET SE OF TELEGRAPH POLE
 LX3820'NO. 3671.  THE DISK IS STAMPED DANBURY 1942.
 LX3820'
 LX3820'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 6 AND 7 AT E
 LX3820'SIDE OF DANBURY GO E ON U.S. HIGHWAY 6, 0.3 MILE, *TURN RIGHT ON
 LX3820'NARROW ROAD OPPOSITE TEXACO SERVICE STATION AND GO 0.65 MILE TO
 LX3820'SHELTER ROCK ROAD.  TURN LEFT AND GO 0.05 MILE TO FORKS, TAKE LEFT
 LX3820'FORK UPHILL AND GO 0.5 MILE TO A BAR GATE ON LEFT OPPOSITE
 LX3820'TELEGRAPH POLE NO. 45 ON RIGHT.  TURN LEFT INTO BAR GATE AND GO
 LX3820'NW ACROSS FIELD FOR 0.1 MILE TO WIRE GATE AT S EDGE OF WOODS, GO
 LX3820'THROUGH WIRE GATE AND CONTINUE ON DIM ROAD FOR 0.1 MILE TO
 LX3820'SPRING HOUSE ON RIGHT.  CONTINUE LEFT ON DIM ROAD FOR 0.1 MILE
 LX3820'THROUGH WOODS TO A 10-INCH OAK TREE WITH TRIANGULAR BLAZE AND
 LX3820'STATION.
 LX3820'
 LX3820'*TO REACH AZIMUTH FROM THIS POINT CONTINUE ON U.S. HIGHWAY 6 FOR
 LX3820'0.4 MILE TO AZIMUTH ON RIGHT SIDE OF ROAD.
 LX3820'
 LX3820'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 LX3820
 LX3820                          STATION RECOVERY (1960)
 LX3820
 LX3820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3820'ALL MARKS FOR STATION ARE GONE.  EXTENSIVE BLASTING, ROAD BUILDING
 LX3820'AND SMALL HOME CONSTRUCTION, ALL WITHIN THE PAST 10 YEARS HAVE
 LX3820'COMPLETELY CHANGED THE TOPOGRAPHY OF SHELTER ROCK HILL.  NEAR THE
 LX3820'LOCATION OF THE AZIMUTH MARK WHICH IS GONE, A 5 FT X 9 IN SQUARE
 LX3820'CONCRETE POST, FLAT ON ITS SIDE, 12 FEET SE OF NO. 3671 (CONN
 LX3820'G.S.) WAS FOUND.  ACCORDING TO STATE HIGHWAY DEPARTMENT THIS
 LX3820'MARK IS TO REPLACE THE STATION MARK DANBURY.
 LX3820
 LX3820                          STATION RECOVERY (1972)
 LX3820
 LX3820'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3820'DANBURY 1942 EXCELLENT
 LX3820'
 LX3820'DANBURY NO. 1 1942 NOT FOUND
 LX3820'
 LX3820'DANBURY NO. 2 1942 NOT FOUND (FILL AREA)
 LX3820'
 LX3820'STATION IS ABOUT 110 FEET SOUTH OF BEECHWOOD DRIVE
 LX3820'CENTERLINE.  50.1 FEET SOUTHEAST OF SOUTHWEST CORNER OF 1 STORY
 LX3820'FRAME HOUSE 1.  34.6 FEET SOUTH OF THE SOUTHEAST CORNER OF SAME
 LX3820'HOUSE AND 41.9 FEET SOUTHWEST OF SOUTHWEST CORNER OF 1 STORY
 LX3820'FRAME HOUSE 3.  TOP OF DISK IS 1 IN BELOW SURFACE.
 LX3820'
 LX3820'TO REACH FROM THE NORTH INTERSECTION OF U.S. 202 (SOUTH STREET)
 LX3820'AND 202A (COAL PIT HILL ROAD) IN THE TOWN OF DANBURY, GO EAST ON
 LX3820'U.S. 202 FOR 0.32 MILE TO A Y IN ROAD, BEAR LEFT ONTO SHELTER
 LX3820'ROCK LANE AND GO NORTHEAST FOR 0.47 MILE TO ANOTHER Y IN ROAD.
 LX3820'BEAR LEFT ONTO SHELTER ROCK ROAD AND CONTINUE NORTHEAST FOR 0.41
 LX3820'MILE TO BEECHWOOD DRIVE, TURN LEFT AND GO 0.18 MILE ON BEECHWOOD
 LX3820'DRIVE TO 1 STORY FRAME HOUSE 1 ON LEFT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1894 ***********************************************************************
 LX1894  DESIGNATION -  DANBURY 20
 LX1894  PID         -  LX1894
 LX1894  STATE/COUNTY-  CT/FAIRFIELD
 LX1894  USGS QUAD   -  DANBURY (1984)
 LX1894
 LX1894                         *CURRENT SURVEY CONTROL
 LX1894  ___________________________________________________________________
 LX1894* NAD 83(1986)-  41 23 18.     (N)    073 28 05.     (W)     SCALED    
 LX1894* NAVD 88     -       158.867  (meters)     521.22   (feet)  ADJUSTED  
 LX1894  ___________________________________________________________________
 LX1894  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1894  DYNAMIC HT  -         158.813 (meters)     521.04  (feet)  COMP
 LX1894  MODELED GRAV-     980,282.4   (mgal)                       NAVD 88
 LX1894
 LX1894  VERT ORDER  -  FIRST     CLASS II
 LX1894
 LX1894.The horizontal coordinates were scaled from a topographic map and have
 LX1894.an estimated accuracy of +/- 6 seconds.
 LX1894
 LX1894.The orthometric height was determined by differential leveling
 LX1894.and adjusted by the National Geodetic Survey in June 1991..
 LX1894
 LX1894.The geoid height was determined by GEOID03.
 LX1894
 LX1894.The dynamic height is computed by dividing the NAVD 88
 LX1894.geopotential number by the normal gravity value computed on the
 LX1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1894.degrees latitude (g = 980.6199 gals.).
 LX1894
 LX1894.The modeled gravity was interpolated from observed gravity values.
 LX1894
 LX1894;                    North         East    Units  Estimated Accuracy
 LX1894;SPC CT       -   214,290.      244,740.      MT  (+/- 180 meters Scaled)
 LX1894
 LX1894                          SUPERSEDED SURVEY CONTROL
 LX1894
 LX1894.No superseded survey control is available for this station.
 LX1894
 LX1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL280829(NAD 83)
 LX1894_MARKER: DD = SURVEY DISK
 LX1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1894_SP_SET: CONCRETE POST
 LX1894_STAMPING: 20
 LX1894_MARK LOGO: CTGS  
 LX1894_PROJECTION: RECESSED 30 CENTIMETERS
 LX1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1894+STABILITY: SURFACE MOTION
 LX1894
 LX1894  HISTORY     - Date     Condition        Report By
 LX1894  HISTORY     - UNK      MONUMENTED       CTGS
 LX1894  HISTORY     - 1984     GOOD             NGS
 LX1894
 LX1894                          STATION DESCRIPTION
 LX1894
 LX1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1894'IN DANBURY.
 LX1894'IN DANBURY, ALONG LAKE AVENUE, DIRECTLY ACROSS LAKE AVENUE FROM THE
 LX1894'JUNCTION OF ABBOTT AVENUE, BELOW THE ASPHALT DRIVEWAY OF HOUSE 58,
 LX1894'ACCESSIBLE THROUGH A 2.4-CM (6-IN) DIAMETER HOLE CUT IN THE DRIVEWAY,
 LX1894'7.44 METERS (24.4 FT) SOUTH OF THE CENTERLINE OF LAKE AVENUE,
 LX1894'10.30 METERS (33.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF HOUSE 54,
 LX1894'6.34 METERS (20.8 FT) WEST OF THE WEST EDGE OF THE ENTRANCE WALK TO
 LX1894'HOUSE 54.
 LX1894'THE MARK IS 0.30 M BELOW DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0956 ***********************************************************************
 LX0956  DESIGNATION -  DANBURY 23
 LX0956  PID         -  LX0956
 LX0956  STATE/COUNTY-  CT/FAIRFIELD
 LX0956  USGS QUAD   -  DANBURY (1984)
 LX0956
 LX0956                         *CURRENT SURVEY CONTROL
 LX0956  ___________________________________________________________________
 LX0956* NAD 83(1986)-  41 23 32.     (N)    073 27 35.     (W)     SCALED    
 LX0956* NAVD 88     -       133.284  (meters)     437.28   (feet)  ADJUSTED  
 LX0956  ___________________________________________________________________
 LX0956  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0956  DYNAMIC HT  -         133.239 (meters)     437.13  (feet)  COMP
 LX0956  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX0956
 LX0956  VERT ORDER  -  SECOND    CLASS 0
 LX0956
 LX0956.The horizontal coordinates were scaled from a topographic map and have
 LX0956.an estimated accuracy of +/- 6 seconds.
 LX0956
 LX0956.The orthometric height was determined by differential leveling
 LX0956.and adjusted by the National Geodetic Survey in June 1991..
 LX0956
 LX0956.The geoid height was determined by GEOID03.
 LX0956
 LX0956.The dynamic height is computed by dividing the NAVD 88
 LX0956.geopotential number by the normal gravity value computed on the
 LX0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0956.degrees latitude (g = 980.6199 gals.).
 LX0956
 LX0956.The modeled gravity was interpolated from observed gravity values.
 LX0956
 LX0956;                    North         East    Units  Estimated Accuracy
 LX0956;SPC CT       -   214,710.      245,450.      MT  (+/- 180 meters Scaled)
 LX0956
 LX0956                          SUPERSEDED SURVEY CONTROL
 LX0956
 LX0956  NGVD 29 (??/??/92)  133.55   (m)          438.2    (f) COMPUTED    2 0
 LX0956
 LX0956.Superseded values are not recommended for survey control.
 LX0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0956.See file dsdata.txt to determine how the superseded data were derived.
 LX0956
 LX0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL287834(NAD 83)
 LX0956_MARKER: DB = BENCH MARK DISK
 LX0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0956_STAMPING: DANBURY NO 23
 LX0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0956+STABILITY: SURFACE MOTION
 LX0956
 LX0956  HISTORY     - Date     Condition        Report By
 LX0956  HISTORY     - UNK      MONUMENTED       CTGS
 LX0956  HISTORY     - 1935     GOOD             NGS
 LX0956  HISTORY     - 1983     POOR             NGS
 LX0956  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0956
 LX0956                          STATION DESCRIPTION
 LX0956
 LX0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0956'AT DANBURY.
 LX0956'AT DANBURY, FAIRFIELD COUNTY, IN THE SOUTHWEST CORNER OF THE
 LX0956'TRIANGLE AT THE INTERSECTION OF DIVISION AND WEST STREETS, 21
 LX0956'FEET WEST OF THE CENTER LINE OF DIVISION STREET, 3.5 FEET EAST
 LX0956'OF THE NORTH-AND-SOUTH CURB, AND 1.5 FEET SOUTH OF THE EAST-AND-WEST
 LX0956'CURB.  A STATE SURVEY STANDARD DISK, STAMPED DANBURY NO. 23 AND
 LX0956'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 LX0956'ABOVE GROUND.
 LX0956
 LX0956                          STATION RECOVERY (1983)
 LX0956
 LX0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0956'MARK RECOVERED IN POOR CONDITION.
 LX0956
 LX0956                          STATION RECOVERY (1984)
 LX0956
 LX0956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0956'NOT RECOVERED, A SEARCH WAS MADE AND MARK LOCATION HAS CHANGED AS
 LX0956'ROADS HAVE BEEN WIDENED AND AREA RE-CONSTRUCTED, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0954 ***********************************************************************
 LX0954  DESIGNATION -  DANBURY 24
 LX0954  PID         -  LX0954
 LX0954  STATE/COUNTY-  CT/FAIRFIELD
 LX0954  USGS QUAD   -  DANBURY (1984)
 LX0954
 LX0954                         *CURRENT SURVEY CONTROL
 LX0954  ___________________________________________________________________
 LX0954* NAD 83(1986)-  41 23 32.     (N)    073 27 17.     (W)     SCALED    
 LX0954* NAVD 88     -       127.185  (meters)     417.27   (feet)  ADJUSTED  
 LX0954  ___________________________________________________________________
 LX0954  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0954  DYNAMIC HT  -         127.142 (meters)     417.13  (feet)  COMP
 LX0954  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LX0954
 LX0954  VERT ORDER  -  FIRST     CLASS II
 LX0954
 LX0954.The horizontal coordinates were scaled from a topographic map and have
 LX0954.an estimated accuracy of +/- 6 seconds.
 LX0954
 LX0954.The orthometric height was determined by differential leveling
 LX0954.and adjusted by the National Geodetic Survey in June 1991..
 LX0954
 LX0954.The geoid height was determined by GEOID03.
 LX0954
 LX0954.The dynamic height is computed by dividing the NAVD 88
 LX0954.geopotential number by the normal gravity value computed on the
 LX0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0954.degrees latitude (g = 980.6199 gals.).
 LX0954
 LX0954.The modeled gravity was interpolated from observed gravity values.
 LX0954
 LX0954;                    North         East    Units  Estimated Accuracy
 LX0954;SPC CT       -   214,710.      245,860.      MT  (+/- 180 meters Scaled)
 LX0954
 LX0954                          SUPERSEDED SURVEY CONTROL
 LX0954
 LX0954.No superseded survey control is available for this station.
 LX0954
 LX0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL291834(NAD 83)
 LX0954_MARKER: DB = BENCH MARK DISK
 LX0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0954_STAMPING: DANBURY NO 24
 LX0954_MARK LOGO: CTGS  
 LX0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0954+STABILITY: SURFACE MOTION
 LX0954
 LX0954  HISTORY     - Date     Condition        Report By
 LX0954  HISTORY     - UNK      MONUMENTED       CTGS
 LX0954  HISTORY     - 1935     GOOD             NGS
 LX0954  HISTORY     - 1983     GOOD             NGS
 LX0954  HISTORY     - 1984     GOOD             NGS
 LX0954
 LX0954                          STATION DESCRIPTION
 LX0954
 LX0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0954'IN DANBURY.
 LX0954'AT DANBURY, FAIRFIELD COUNTY, IN THE SIDEWALK AT THE SOUTHWEST
 LX0954'CORNER OF THE CROSSING OF WEST STREET AND DEER HILL AVENUE, 28
 LX0954'FEET WEST OF THE CENTER LINE OF DEER HILL AVENUE, 21 FEET SOUTH
 LX0954'OF THE CENTER LINE OF WEST STREET, 2.5 FEET SOUTH OF EAST-AND-WEST
 LX0954'CURB, AND 4 INCHES BELOW THE SIDEWALK.  A STATE SURVEY STANDARD
 LX0954'DISK, STAMPED DANBURY NO. 24 AND SET IN THE TOP OF A CONCRETE
 LX0954'POST.
 LX0954
 LX0954                          STATION RECOVERY (1983)
 LX0954
 LX0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0954'RECOVERED IN GOOD CONDITION.
 LX0954
 LX0954                          STATION RECOVERY (1984)
 LX0954
 LX0954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0954'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 LX0954'THE MARK IS NOW FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0951 ***********************************************************************
 LX0951  DESIGNATION -  DANBURY 27
 LX0951  PID         -  LX0951
 LX0951  STATE/COUNTY-  CT/FAIRFIELD
 LX0951  USGS QUAD   -  DANBURY (1984)
 LX0951
 LX0951                         *CURRENT SURVEY CONTROL
 LX0951  ___________________________________________________________________
 LX0951* NAD 83(1986)-  41 23 51.     (N)    073 27 05.     (W)     SCALED    
 LX0951* NAVD 88     -       114.343  (meters)     375.14   (feet)  ADJUSTED  
 LX0951  ___________________________________________________________________
 LX0951  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0951  DYNAMIC HT  -         114.304 (meters)     375.01  (feet)  COMP
 LX0951  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LX0951
 LX0951  VERT ORDER  -  SECOND    CLASS 0
 LX0951
 LX0951.The horizontal coordinates were scaled from a topographic map and have
 LX0951.an estimated accuracy of +/- 6 seconds.
 LX0951
 LX0951.The orthometric height was determined by differential leveling
 LX0951.and adjusted by the National Geodetic Survey in June 1991..
 LX0951
 LX0951.The geoid height was determined by GEOID03.
 LX0951
 LX0951.The dynamic height is computed by dividing the NAVD 88
 LX0951.geopotential number by the normal gravity value computed on the
 LX0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0951.degrees latitude (g = 980.6199 gals.).
 LX0951
 LX0951.The modeled gravity was interpolated from observed gravity values.
 LX0951
 LX0951;                    North         East    Units  Estimated Accuracy
 LX0951;SPC CT       -   215,290.      246,150.      MT  (+/- 180 meters Scaled)
 LX0951
 LX0951                          SUPERSEDED SURVEY CONTROL
 LX0951
 LX0951  NGVD 29 (??/??/92)  114.61   (m)          376.0    (f) COMPUTED    2 0
 LX0951
 LX0951.Superseded values are not recommended for survey control.
 LX0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0951.See file dsdata.txt to determine how the superseded data were derived.
 LX0951
 LX0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL294840(NAD 83)
 LX0951_MARKER: DD = SURVEY DISK
 LX0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0951_STAMPING: DANBURY NO 27
 LX0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0951+STABILITY: SURFACE MOTION
 LX0951
 LX0951  HISTORY     - Date     Condition        Report By
 LX0951  HISTORY     - UNK      MONUMENTED       CTGS
 LX0951  HISTORY     - 1959     MARK NOT FOUND   NGS
 LX0951  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0951  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0951
 LX0951                          STATION DESCRIPTION
 LX0951
 LX0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0951'IN DANBURY.
 LX0951'AT DANBURY, FAIRFIELD COUNTY, AT NO. 1882 WHITE STREET, OPPOSITE
 LX0951'THE LOUIS VASLER CLOTHING STORE, IN THE SIDEWALK, 30 FEET
 LX0951'SOUTH OF THE CENTER LINE OF THE STREET, 4 FEET SOUTH OF THE CURB
 LX0951'LINE, 1 INCH BELOW THE SIDEWALK, AND ABOUT 1 FOOT HIGHER THAN
 LX0951'THE ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED DANBURY NO. 27
 LX0951'AND SET IN THE TOP OF A CONCRETE POST.
 LX0951
 LX0951                          STATION RECOVERY (1983)
 LX0951
 LX0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0951'MARK NOT FOUND.
 LX0951
 LX0951                          STATION RECOVERY (1984)
 LX0951
 LX0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0951'NOT RECOVERED, A NEW BUILDING HAS BEEN CONSTRUCTED AT THE MARK
 LX0951'LOCATION AND THE OWNER OF MEEKERS HARDWARE WAS CONTACTED, WHICH IS
 LX0951'ADJOINING THE MARK LOCATION AND HE STATED THAT THE SIDEWALK IN WHICH
 LX0951'THE MARK WAS LOCATED WAS REBUILT WHEN NEW BUILDING WAS CONSTRUCTED,
 LX0951'CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0950 ***********************************************************************
 LX0950  DESIGNATION -  DANBURY 28
 LX0950  PID         -  LX0950
 LX0950  STATE/COUNTY-  CT/FAIRFIELD
 LX0950  USGS QUAD   -  DANBURY (1984)
 LX0950
 LX0950                         *CURRENT SURVEY CONTROL
 LX0950  ___________________________________________________________________
 LX0950* NAD 83(1986)-  41 23 57.     (N)    073 26 54.     (W)     SCALED    
 LX0950* NAVD 88     -       116.596  (meters)     382.53   (feet)  ADJUSTED  
 LX0950  ___________________________________________________________________
 LX0950  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0950  DYNAMIC HT  -         116.557 (meters)     382.40  (feet)  COMP
 LX0950  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 LX0950
 LX0950  VERT ORDER  -  FIRST     CLASS II
 LX0950
 LX0950.The horizontal coordinates were scaled from a topographic map and have
 LX0950.an estimated accuracy of +/- 6 seconds.
 LX0950
 LX0950.The orthometric height was determined by differential leveling
 LX0950.and adjusted by the National Geodetic Survey in June 1991..
 LX0950.WARNING-Repeat measurements at this control monument indicate possible
 LX0950.vertical movement.
 LX0950
 LX0950.The geoid height was determined by GEOID03.
 LX0950
 LX0950.The dynamic height is computed by dividing the NAVD 88
 LX0950.geopotential number by the normal gravity value computed on the
 LX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0950.degrees latitude (g = 980.6199 gals.).
 LX0950
 LX0950.The modeled gravity was interpolated from observed gravity values.
 LX0950
 LX0950;                    North         East    Units  Estimated Accuracy
 LX0950;SPC CT       -   215,480.      246,400.      MT  (+/- 180 meters Scaled)
 LX0950
 LX0950                          SUPERSEDED SURVEY CONTROL
 LX0950
 LX0950.No superseded survey control is available for this station.
 LX0950
 LX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL297842(NAD 83)
 LX0950_MARKER: DD = SURVEY DISK
 LX0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0950_STAMPING: DANBURY NO 28
 LX0950_MARK LOGO: CTGS  
 LX0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0950+STABILITY: SURFACE MOTION
 LX0950
 LX0950  HISTORY     - Date     Condition        Report By
 LX0950  HISTORY     - UNK      MONUMENTED       CTGS
 LX0950  HISTORY     - 1935     GOOD             NGS
 LX0950  HISTORY     - 1983     GOOD             NGS
 LX0950  HISTORY     - 1984     GOOD             NGS
 LX0950
 LX0950                          STATION DESCRIPTION
 LX0950
 LX0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0950'IN DANBURY.
 LX0950'AT DANBURY, FAIRFIELD COUNTY, AT THE CROSSING OF WHITE STREET
 LX0950'AND DALYS LANE, 30 FEET NORTH OF THE CENTER LINE OF WHITE STREET,
 LX0950'9 FEET EAST OF THE CENTER LINE OF DALYS LANE, 2 FEET NORTH OF THE
 LX0950'EAST-AND-WEST WALK, 2 FEET WEST OF THE NORTH-AND-SOUTH WALK,
 LX0950'ABOUT 3 INCHES LOWER THAN THE SIDEWALK, AND ABOUT LEVEL WITH THE
 LX0950'ROADWAY.  A STATE SURVEY STANDARD DISK, STAMPED DANBURY NO. 28
 LX0950'AND SET IN THE TOP OF A CONCRETE POST.
 LX0950
 LX0950                          STATION RECOVERY (1983)
 LX0950
 LX0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0950'RECOVERED IN GOOD CONDITION.
 LX0950
 LX0950                          STATION RECOVERY (1984)
 LX0950
 LX0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0950'RECOVERED IN GOOD CONDITION, THE 1959 DESCRIPTION IS ADEQUATE EXCEPT
 LX0950'THE MARK HAS BEEN PAVED OVER AND IS NOW 5 CM (2 IN) BELOW THE ASPHALT
 LX0950'ALSO 28 IS LEGIBLE ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1887 ***********************************************************************
 LX1887  DESIGNATION -  DANBURY 5
 LX1887  PID         -  LX1887
 LX1887  STATE/COUNTY-  CT/FAIRFIELD
 LX1887  USGS QUAD   -  BETHEL (1984)
 LX1887
 LX1887                         *CURRENT SURVEY CONTROL
 LX1887  ___________________________________________________________________
 LX1887* NAD 83(1986)-  41 20 45.     (N)    073 28 04.     (W)     SCALED    
 LX1887* NAVD 88     -       158.572  (meters)     520.25   (feet)  ADJUSTED  
 LX1887  ___________________________________________________________________
 LX1887  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1887  DYNAMIC HT  -         158.518 (meters)     520.07  (feet)  COMP
 LX1887  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX1887
 LX1887  VERT ORDER  -  FIRST     CLASS II
 LX1887
 LX1887.The horizontal coordinates were scaled from a topographic map and have
 LX1887.an estimated accuracy of +/- 6 seconds.
 LX1887
 LX1887.The orthometric height was determined by differential leveling
 LX1887.and adjusted by the National Geodetic Survey in June 1991..
 LX1887
 LX1887.The geoid height was determined by GEOID03.
 LX1887
 LX1887.The dynamic height is computed by dividing the NAVD 88
 LX1887.geopotential number by the normal gravity value computed on the
 LX1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1887.degrees latitude (g = 980.6199 gals.).
 LX1887
 LX1887.The modeled gravity was interpolated from observed gravity values.
 LX1887
 LX1887;                    North         East    Units  Estimated Accuracy
 LX1887;SPC CT       -   209,570.      244,730.      MT  (+/- 180 meters Scaled)
 LX1887
 LX1887                          SUPERSEDED SURVEY CONTROL
 LX1887
 LX1887.No superseded survey control is available for this station.
 LX1887
 LX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL281782(NAD 83)
 LX1887_MARKER: DD = SURVEY DISK
 LX1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1887_SP_SET: CONCRETE POST
 LX1887_STAMPING: DANBURY 5
 LX1887_MARK LOGO: CTGS  
 LX1887_PROJECTION: RECESSED 30 CENTIMETERS
 LX1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1887+STABILITY: SURFACE MOTION
 LX1887
 LX1887  HISTORY     - Date     Condition        Report By
 LX1887  HISTORY     - UNK      MONUMENTED       CTGS
 LX1887  HISTORY     - 1984     GOOD             NGS
 LX1887
 LX1887                          STATION DESCRIPTION
 LX1887
 LX1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1887'2.8 KM (1.75 MI) NE FROM RIDGEFIELD.
 LX1887'2.8 KM (1.75 MI) NORTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1887'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE RIGHT, JUST OFF THE
 LX1887'SHOULDER OF THE HIGHWAY, BETWEEN UTILITY POLES 784 AND 785 - BOTH ON
 LX1887'THE WEST SIDE OF THE HIGHWAY, 5.88 METERS (19.3 FT) SOUTHEAST OF THE
 LX1887'CENTERLINE OF THE HIGHWAY, 19.81 METERS (65.0 FT) SOUTH-SOUTHWEST OF
 LX1887'UTILITY BRACE POLE 785 WITH ONE GUY WIRE.
 LX1887'THE MARK IS 1.22 METERS  NW FROM A WITNESS POST.
 LX1887'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3822 ***********************************************************************
 LX3822  DESIGNATION -  DANBURY BROADVIEW TOWN FARM TK
 LX3822  PID         -  LX3822
 LX3822  STATE/COUNTY-  CT/FAIRFIELD
 LX3822  USGS QUAD   -  DANBURY (1984)
 LX3822
 LX3822                         *CURRENT SURVEY CONTROL
 LX3822  ___________________________________________________________________
 LX3822* NAD 83(1996)-  41 24 25.38996(N)    073 26 27.29512(W)     ADJUSTED  
 LX3822* NAVD 88     -                                                        
 LX3822  ___________________________________________________________________
 LX3822  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 LX3822  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX3822
 LX3822  HORZ ORDER  -  THIRD
 LX3822
 LX3822.The horizontal coordinates were established by classical geodetic methods
 LX3822.and adjusted by the National Geodetic Survey in August 1998..
 LX3822
 LX3822
 LX3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3822
 LX3822.The geoid height was determined by GEOID03.
 LX3822
 LX3822;                    North         East     Units Scale Factor Converg.
 LX3822;SPC CT       -   216,347.217   247,030.869   MT  0.99998557   -0 27 29.2
 LX3822;SPC CT       -   709,799.16    810,467.11   sFT  0.99998557   -0 27 29.2
 LX3822;SPC NY E     -   286,290.760   238,547.621   MT  0.99999646   +0 42 01.9
 LX3822;SPC NY E     -   939,272.27    782,634.99   sFT  0.99999646   +0 42 01.9
 LX3822;UTM  18      - 4,585,118.200   630,313.456   MT  0.99980899   +1 01 52.8
 LX3822
 LX3822                          SUPERSEDED SURVEY CONTROL
 LX3822
 LX3822  NAD 83(1992)-  41 24 25.38942(N)    073 26 27.29485(W) AD(       ) 4
 LX3822  NAD 83(1986)-  41 24 25.39130(N)    073 26 27.29683(W) AD(       ) 4
 LX3822  NAD 27      -  41 24 25.05048(N)    073 26 28.86022(W) AD(       ) 3
 LX3822
 LX3822.Superseded values are not recommended for survey control.
 LX3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3822.See file dsdata.txt to determine how the superseded data were derived.
 LX3822
 LX3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3031385118(NAD 83)
 LX3822
 LX3822  HISTORY     - Date     Condition        Report By
 LX3822  HISTORY     - 1942     MONUMENTED       CGS
 LX3822  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX3822  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX3822
 LX3822                          STATION DESCRIPTION
 LX3822
 LX3822'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3822'THIS INTERSECTION STATION IS LOCATED ON THE N EDGE OF THE CITY OF
 LX3822'DANBURY AND ABOUT 300 FEET N OF THE CENTER OF HOSPITAL ROAD, 125
 LX3822'FEET E OF THE TENANT HOUSE.  IT IS A FOUR-LEGGED STRUCTURE WITH
 LX3822'A STEEL SILVER TANK ON TOP WITH A CAPACITY OF 125,000 GALLONS,
 LX3822'ON LAND OWNED BY BROADVIEW TOWN FARM.  THE POINT OBSERVED ON WAS
 LX3822'THE SMALL BALL ON THE TOP OF THE TANK.
 LX3822'
 LX3822'TO REACH FROM THE INTERSECTION OF HOSPITAL ROAD AND OSBORNE
 LX3822'STREET ON THE N SIDE OF DANBURY, GO N ON HOSPITAL ROAD, BEARING
 LX3822'RIGHT, FOR 0.65 MILE TO LANE RIGHT, LEADING INTO BROADVIEW TOWN
 LX3822'FARM, TURN RIGHT AND GO 0.1 MILE TO TANK ON THE LEFT.
 LX3822
 LX3822                          STATION RECOVERY (1965)
 LX3822
 LX3822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CHO)
 LX3822'RECOVERED AS DESCRIBED, IN GOOD CONDITION--4 LEGGED, SILVER STEEL
 LX3822'TANK, SMALL BALL ON TOP.  TENANT HOUSE IS LARGE RED BRICK
 LX3822'STRUCTURE IN SOME NEED OF REPAIR--AT LEAST REPLACING A FEW BROKEN
 LX3822'WINDOWS.  ALTHOUGH PROMINENTLY SEEN FROM A DISTANCE, I
 LX3822'INVESTIGATED, ON THE SPOT, TO BE SURE IT IS THE SAME TANK DESCRIBED
 LX3822'IN 42--IT IS THE SAME TANK.
 LX3822'
 LX3822'TO REACH DIRECTIONS ARE VERY GOOD.
 LX3822
 LX3822                          STATION RECOVERY (1987)
 LX3822
 LX3822'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 LX3822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7358 ***********************************************************************
 LX7358  SACS        -  This is a Secondary Airport Control Station.
 LX7358  DESIGNATION -  DANBURY CBL 0 3580
 LX7358  PID         -  LX7358
 LX7358  STATE/COUNTY-  CT/FAIRFIELD
 LX7358  USGS QUAD   -  BETHEL (1984)
 LX7358
 LX7358                         *CURRENT SURVEY CONTROL
 LX7358  ___________________________________________________________________
 LX7358* NAD 83(1996)-  41 22 05.67802(N)    073 29 28.42764(W)     ADJUSTED  
 LX7358* NAVD 88     -       139.55   (meters)     457.8    (feet)  GPS OBS   
 LX7358  ___________________________________________________________________
 LX7358  X           -   1,362,200.390 (meters)                     COMP
 LX7358  Y           -  -4,596,127.909 (meters)                     COMP
 LX7358  Z           -   4,193,274.061 (meters)                     COMP
 LX7358  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 LX7358  ELLIP HEIGHT-         109.72  (meters)          (06/04/02) GPS OBS
 LX7358  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX7358
 LX7358  HORZ ORDER  -  FIRST
 LX7358  ELLP ORDER  -  FOURTH    CLASS I
 LX7358
 LX7358.This mark is at Danbury Airport (DXR)
 LX7358
 LX7358.The horizontal coordinates were established by GPS observations
 LX7358.and adjusted by the National Geodetic Survey in May 2000..
 LX7358
 LX7358.The orthometric height was determined by GPS observations and a
 LX7358.high-resolution geoid model.
 LX7358
 LX7358.GPS derived orthometric heights for airport stations designated as
 LX7358.PACS or SACS are published to 2 decimal places.  This maintains
 LX7358.centimeter relative accuracy between the PACS and SACS.  It does
 LX7358.not indicate centimeter accuracy relative to other marks which are
 LX7358.part of the NAVD 88 network.
 LX7358
 LX7358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7358
 LX7358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7358
 LX7358.The ellipsoidal height was determined by GPS observations
 LX7358.and is referenced to NAD 83.
 LX7358
 LX7358.The geoid height was determined by GEOID03.
 LX7358
 LX7358;                    North         East     Units Scale Factor Converg.
 LX7358;SPC CT       -   212,072.129   242,787.026   MT  0.99998729   -0 29 29.3
 LX7358;SPC CT       -   695,773.31    796,543.77   sFT  0.99998729   -0 29 29.3
 LX7358;SPC NY E     -   281,930.723   234,391.052   MT  0.99998762   +0 40 00.2
 LX7358;SPC NY E     -   924,967.71    768,997.98   sFT  0.99998762   +0 40 00.2
 LX7358;UTM  18      - 4,580,735.079   626,182.902   MT  0.99979595   +0 59 50.2
 LX7358
 LX7358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7358!SPC CT       -   0.99998279  x   0.99998729  =   0.99997008
 LX7358!SPC NY E     -   0.99998279  x   0.99998762  =   0.99997041
 LX7358!UTM  18      -   0.99998279  x   0.99979595  =   0.99977874
 LX7358
 LX7358                          SUPERSEDED SURVEY CONTROL
 LX7358
 LX7358  NGVD 29 (10/23/89)  140.     (m)          459.     (f) VERT ANG       
 LX7358
 LX7358.Superseded values are not recommended for survey control.
 LX7358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7358.See file dsdata.txt to determine how the superseded data were derived.
 LX7358
 LX7358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2618380735(NAD 83)
 LX7358_MARKER: DD = SURVEY DISK
 LX7358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7358_STAMPING: 3580
 LX7358_MARK LOGO: CTGS  
 LX7358_PROJECTION: FLUSH
 LX7358_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7358+STABILITY: SURFACE MOTION
 LX7358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7358+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1999
 LX7358
 LX7358  HISTORY     - Date     Condition        Report By
 LX7358  HISTORY     - 1983     MONUMENTED       CTGS
 LX7358  HISTORY     - 1983     GOOD             NGS
 LX7358  HISTORY     - 19930702 GOOD             NGS
 LX7358  HISTORY     - 19991206 GOOD             WOOLPT
 LX7358
 LX7358                          STATION DESCRIPTION
 LX7358
 LX7358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7358'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 LX7358'REFERENCE MARKS WERE NOT USED OR SEARCHED FOR AT THIS TIME.
 LX7358'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) EAST OF THE
 LX7358'NEW YORK STATE LINE, 4.0 KM (2.5 MI) SOUTHWEST OF
 LX7358'DOWNTOWN DANBURY, 1.3 KM (0.8 MI) SOUTH OF INTERSTATE
 LX7358'HIGHWAY 84 AND AT THE WEST END OF DANBURY MUNICIPAL
 LX7358'AIRPORT.
 LX7358'OWNERSHIP--CITY OF DANBURY, DANBURY MUNICIPAL AIRPORT,
 LX7358'AIRPORT MANAGER, PAUL ESTEFN, DANBURY CT, PHONE
 LX7358'203-797-4624.
 LX7358'
 LX7358'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LX7358'HIGHWAY 84 AND U.S. HIGHWAY 7, GO SOUTH ON HIGHWAY 7 FOR
 LX7358'1.3 KM (0.8 MI) TO A SIDE ROAD RIGHT AT A SIGN FOR THE
 LX7358'DANBURY MUNICIPAL AIRPORT.  TURN RIGHT, WEST, FOR 0.5 KM
 LX7358'(0.3 MI) TO THE ENTRANCE TO THE AIRPORT OFFICE ON THE
 LX7358'LEFT.  TURN LEFT, SOUTH, FOR 30 METERS (100 FT ) TO A
 LX7358'GATE.  BEFORE PROCEEDING ANY FURTHER OBTAIN A
 LX7358'ESCOURT FROM THE AIRPORT OFFICE.  CONTINUE AHEAD, SOUTH,
 LX7358'FOR 0.1 KM (0.05 MI) TO ALPHA TAXI STRIP.  TURN RIGHT,
 LX7358'WEST, FOR 0.3 KM (0.2 MI) TO ITS JUNCTION WITH RUNWAYS
 LX7358'17 AND 35.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI) TO
 LX7358'THE END OF ALPHA TAXI STRIP, END OF PAVEMENT.  TURN LEFT
 LX7358'SOUTHWEST, FOR 0.1 KM (0.05 MI) TO THE STATION.
 LX7358'
 LX7358'THE STATION IS A STANDARD CTGS DISK
 LX7358'STAMPED---3580---,
 LX7358'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7358'FLUSH WITH GROUND.  IT IS LOCATED
 LX7358'34.29 METERS (112.5 FT) NORTHEAST FROM A FENCE AND
 LX7358'20.57 METERS (67.5 FT) SOUTHWEST FROM A CULVERT.
 LX7358'THE UNDERGROUND MARK IS A STANDARD CTGS DISK
 LX7358'STAMPED---3580---,
 LX7358'SET INTO AN IRREGULAR MASS OF CONCRETE 1.4 METERS BELOW THE SURFACE.
 LX7358'
 LX7358'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THE REFERENCE
 LX7358'MARKS WERE NOT USED AT THIS TIME.
 LX7358'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7358'
 LX7358'A EDM TIE WAS MADE TO ARP 1973 N40.
 LX7358'
 LX7358'DESCRIBED BY R.T. WOODRUFF.
 LX7358
 LX7358                          STATION RECOVERY (1993)
 LX7358
 LX7358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LX7358'THE BASE LINE IS LOCATED AT THE DANBURY MUNICIPAL AIRPORT ON THE EAST
 LX7358'SIDE OF DANBURY ALONG U.S. HIGHWAY 7 AND ALONG THE SOUTH SIDE OF
 LX7358'RUNWAY 35.
 LX7358' 
 LX7358'THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE
 LX7358'SOUTHWEST END.  IT CONSISTS OF THE 0, 150, 800, AND 1408 METER POINTS.
 LX7358'TO REACH FROM THE JUNCTION OF INTERSTATE 84 AND US HIGHWAY 7 GO SOUTH
 LX7358'ON US HIGHWAY 7 FOR 0.8 MILE TO THE AIRPORT ON THE RIGHT.
 LX7358' 
 LX7358'THE 0 METER POINT IS 120 FEET EAST OF A CHAIN LINK FENCE, 37.5 FEET
 LX7358'SOUTH OF THE SOUTH EDGE OF THE EAST-WEST RUNWAY AND 22 FEET WEST OF A
 LX7358'DRAINAGE DITCH.
 LX7358' 
 LX7358'THE 0-METER MARK IS A CONNECTICUT GEODETIC SURVEY DISK
 LX7358'STAMPED--3580--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 LX7358'WITH THE GROUND. THE MARK HAS AN UNDERGROUND DISK SET ABOUT 3 FEET
 LX7358'BELOW GROUND.
 LX7358' 
 LX7358'THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CONNECTICUT
 LX7358'GEODETIC SURVEY.  FOR FURTHER INFORMATION ON THE BASE LINE CONTACT MR.
 LX7358'OLIVER H PAQUETTE, CHIEF-SURVEYS AND MAPPING, BUREAU OF HIGHWAYS,
 LX7358'DEPARTMENT OF TRANSPORTATION, 24 WOLCOTT HILL ROAD, WETHERSFIELD, CT
 LX7358'06109.  HIS PHONE NUMBER IS (203) 566-4638.
 LX7358
 LX7358                          STATION RECOVERY (1999)
 LX7358
 LX7358'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (WLP)
 LX7358'THE STATION IS LOCATED APPROXIMATELY 6.6 MI (10.6 KM) NORTH OF
 LX7358'TOPSTONE, 2.2 MI (3.5 KM) SOUTHWEST OF DANBURY, AND IS AT THE DANBURY
 LX7358'MUNICIPAL AIRPORT (DXR) WEST OF THE APPROACH END OF RUNWAY 08.
 LX7358'OWNERSHIP-- CITY OF DANBURY, C/0 PAUL ESTEFAN AIRPORT MANAGER, PO BOX
 LX7358'2299, DANBURY CT 06813, PHONE NUMBER 203.797.4624.  NOTE--PERMISSION
 LX7358'MUST BE OBTAINED 24 HOURS BEFORE PROCEEDING AIRSIDE.
 LX7358'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX7358'STATE ROUTE 7 ON THE WEST SIDE OF DANBURY, PROCEED SOUTH 0.75 MI (1.21
 LX7358'KM) ALONG STATE ROUTE 7 TO THE AIRPORT EXIT.  PROCEED ALONG THE EXIT
 LX7358'RAMP TO A SET OF LIGHTS.  TURN RIGHT AND PROCEED 0.20 MI (0.32 KM)
 LX7358'NORTHERLY ALONG SUGAR HOLLOW ROAD TO THE FIRST TRAFFIC LIGHT (WIBLING
 LX7358'ROAD) .  TURN LEFT AND PROCEED WEST 0.15 MI (0.24 KM) ALONG WIBLING
 LX7358'ROAD TO A GATE AND THE MAINTENANCE AND ADMINISTRATION BUILDING.
 LX7358'PROCEED THROUGH THE GATE AND SOUTHERLY 0.05 MI (0.08 KM) ALONG A PAVED
 LX7358'ROAD TO THE JUNCTION OF TWY ALPHA.  TURN RIGHT AND PROCEED WESTERLY
 LX7358'0.8 MI (1.3 KM) ALONG TWY ALPHA TO THE HOLD SHORT LINE NEAR THE
 LX7358'APPROACH END OF RWY 8.  PROCEED SOUTHWEST 0.05 MI (0.08 KM) TO A
 LX7358'SERVICE ROAD AT THE END OF THE RWY.  TURN RIGHT AND PROCEED SOUTHWEST
 LX7358'APPROXIMATELY 50 M (164.0 FT) TO THE STATION ON THE LEFT.
 LX7358'THE STATION IS A BRONZE CONNECTICUT GEODETIC SURVEY STATION MARK
 LX7358'STAMPED --3580-- SET IN THE TOP OF A 46-CM (18-INCH) DIAMETER CONCRETE
 LX7358'MONUMENT AND FLUSH WITH THE GROUND.  THE STATION IS 51.8 M (169.9 FT)
 LX7358'ON AN AZIMUTH OF 257 DEGREES FROM THE SOUTHERN MOST RED RUNWAY END
 LX7358'LIGHT, 40.4 M (132.5 FT) ON AN AZIMUTH OF 75 DEGREES FROM THE SOUTHERN
 LX7358'MOST FENCE GATE POST, 33.3 M (109.3 FT) ON AN AZIMUTH OF 175 DEGREES
 LX7358'FROM THE EXTENDED CENTERLINE OF RUNWAY 08-26, 27.7 M (90.9 FT) ON AN
 LX7358'AZIMUTH OF 340 DEGREES FROM THE EXTENDED CENTERLINE OF TAXIWAY
 LX7358'CHARLIE, AND 19.0 M (62.3 FT) ON AN AZIMUTH OF 145 DEGREES FROM THE
 LX7358'CENTERLINE OF THE AIRSIDE SERVICE ROAD.  THIS STATION IS DESIGNATED AS
 LX7358'A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3819 ***********************************************************************
 LX3819  DESIGNATION -  DANBURY FIRST CONG CH DOME
 LX3819  PID         -  LX3819
 LX3819  STATE/COUNTY-  CT/FAIRFIELD
 LX3819  USGS QUAD   -  DANBURY (1984)
 LX3819
 LX3819                         *CURRENT SURVEY CONTROL
 LX3819  ___________________________________________________________________
 LX3819* NAD 83(1996)-  41 23 31.44660(N)    073 27 17.03416(W)     ADJUSTED  
 LX3819* NAVD 88     -                                                        
 LX3819  ___________________________________________________________________
 LX3819  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 LX3819  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX3819
 LX3819  HORZ ORDER  -  THIRD
 LX3819
 LX3819.The horizontal coordinates were established by classical geodetic methods
 LX3819.and adjusted by the National Geodetic Survey in August 1998..
 LX3819
 LX3819
 LX3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3819
 LX3819.The geoid height was determined by GEOID03.
 LX3819
 LX3819;                    North         East     Units Scale Factor Converg.
 LX3819;SPC CT       -   214,692.448   245,862.087   MT  0.99998618   -0 28 02.2
 LX3819;SPC CT       -   704,370.14    806,632.53   sFT  0.99998618   -0 28 02.2
 LX3819;SPC NY E     -   284,612.681   237,412.526   MT  0.99999400   +0 41 28.3
 LX3819;SPC NY E     -   933,766.77    778,910.93   sFT  0.99999400   +0 41 28.3
 LX3819;UTM  18      - 4,583,433.914   629,188.278   MT  0.99980539   +1 01 18.8
 LX3819
 LX3819                          SUPERSEDED SURVEY CONTROL
 LX3819
 LX3819  NAD 83(1992)-  41 23 31.44607(N)    073 27 17.03397(W) AD(       ) 4
 LX3819  NAD 83(1986)-  41 23 31.44831(N)    073 27 17.04393(W) AD(       ) 4
 LX3819  NAD 27      -  41 23 31.10656(N)    073 27 18.60326(W) AD(       ) 3
 LX3819
 LX3819.Superseded values are not recommended for survey control.
 LX3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3819.See file dsdata.txt to determine how the superseded data were derived.
 LX3819
 LX3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2918883434(NAD 83)
 LX3819
 LX3819  HISTORY     - Date     Condition        Report By
 LX3819  HISTORY     - 1942     MONUMENTED       CGS
 LX3819  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3819  HISTORY     - 1983     GOOD             NGS
 LX3819  HISTORY     - 1987     GOOD             USPSQD
 LX3819
 LX3819                          STATION DESCRIPTION
 LX3819
 LX3819'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3819'STATION IS LOCATED ON THE SW CORNER OF DEER HILL AVENUE AND WEST
 LX3819'STREET IN THE CITY OF DANBURY.  THE DOME IS ABOUT 125 FEET HIGH,
 LX3819'SET ON TOP OF A STONE CLOCK TOWER ON A BUILDING OF RED BRICK
 LX3819'CONSTRUCTION, AND BUILT IN 1911.  THE POINT OBSERVED ON WAS THE
 LX3819'WEATHER VANE ON TOP OF THE DOME.  THIS IS AN INTERSECTION
 LX3819'STATION.
 LX3819
 LX3819                          STATION RECOVERY (1960)
 LX3819
 LX3819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3819'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 LX3819
 LX3819                          STATION RECOVERY (1983)
 LX3819
 LX3819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3819'THE DANBURY FIRST CONGREGATIONAL CHURCH DOME WAS RECOVERED AS
 LX3819'DESCRIBED IN 1942.  IT IS IN THE SOUTHWEST CENTRAL SECTION
 LX3819'OF TOWN.
 LX3819'
 LX3819'DESCRIBED BY G. R. HEID.
 LX3819
 LX3819                          STATION RECOVERY (1987)
 LX3819
 LX3819'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 LX3819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3821 ***********************************************************************
 LX3821  DESIGNATION -  DANBURY LEE HAT CO STACK
 LX3821  PID         -  LX3821
 LX3821  STATE/COUNTY-  CT/FAIRFIELD
 LX3821  USGS QUAD   -  DANBURY (1984)
 LX3821
 LX3821                         *CURRENT SURVEY CONTROL
 LX3821  ___________________________________________________________________
 LX3821* NAD 83(1996)-  41 23 28.58625(N)    073 25 58.24121(W)     ADJUSTED  
 LX3821* NAVD 88     -                                                        
 LX3821  ___________________________________________________________________
 LX3821  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 LX3821  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX3821
 LX3821  HORZ ORDER  -  THIRD
 LX3821
 LX3821.The horizontal coordinates were established by classical geodetic methods
 LX3821.and adjusted by the National Geodetic Survey in August 1998..
 LX3821
 LX3821
 LX3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3821
 LX3821.The geoid height was determined by GEOID03.
 LX3821
 LX3821;                    North         East     Units Scale Factor Converg.
 LX3821;SPC CT       -   214,589.512   247,691.811   MT  0.99998621   -0 27 10.0
 LX3821;SPC CT       -   704,032.42    812,635.55   sFT  0.99998621   -0 27 10.0
 LX3821;SPC NY E     -   284,546.758   239,243.975   MT  0.99999799   +0 42 20.3
 LX3821;SPC NY E     -   933,550.49    784,919.61   sFT  0.99999799   +0 42 20.3
 LX3821;UTM  18      - 4,583,378.573   631,019.734   MT  0.99981126   +1 02 10.8
 LX3821
 LX3821                          SUPERSEDED SURVEY CONTROL
 LX3821
 LX3821  NAD 83(1992)-  41 23 28.58573(N)    073 25 58.24095(W) AD(       ) 4
 LX3821  NAD 83(1986)-  41 23 28.58731(N)    073 25 58.24408(W) AD(       ) 4
 LX3821  NAD 27      -  41 23 28.24566(N)    073 25 59.80603(W) AD(       ) 3
 LX3821
 LX3821.Superseded values are not recommended for survey control.
 LX3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3821.See file dsdata.txt to determine how the superseded data were derived.
 LX3821
 LX3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3102083379(NAD 83)
 LX3821
 LX3821  HISTORY     - Date     Condition        Report By
 LX3821  HISTORY     - 1942     MONUMENTED       CGS
 LX3821  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3821
 LX3821                          STATION DESCRIPTION
 LX3821
 LX3821'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3821'THIS INTERSECTION STATION IS LOCATED ON THE E SIDE OF LEE MAC
 LX3821'AVENUE BETWEEN TRIANGLE STREET AND SHELTER ROAD, IN THE CITY OF
 LX3821'DANBURY, AND ON PROPERTY OWNED BY THE LEE HAT CO.  IT IS A YELLOW
 LX3821'BRICK STACK ABOUT 200 FEET HIGH WITH LEE HATS PAINTED IN LARGE
 LX3821'BLACK LETTERS ON THE W SIDE OF THE STACK.  THE POINT OBSERVED ON
 LX3821'WAS THE CENTER OF THE TOP OF THE STACK.
 LX3821
 LX3821                          STATION RECOVERY (1960)
 LX3821
 LX3821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3821'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3818 ***********************************************************************
 LX3818  DESIGNATION -  DANBURY US BUR OF PRISONS TANK
 LX3818  PID         -  LX3818
 LX3818  STATE/COUNTY-  CT/FAIRFIELD
 LX3818  USGS QUAD   -  DANBURY (1984)
 LX3818
 LX3818                         *CURRENT SURVEY CONTROL
 LX3818  ___________________________________________________________________
 LX3818* NAD 83(1996)-  41 26 08.62884(N)    073 28 02.41307(W)     ADJUSTED  
 LX3818* NAVD 88     -                                                        
 LX3818  ___________________________________________________________________
 LX3818  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 LX3818  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3818
 LX3818  HORZ ORDER  -  THIRD
 LX3818
 LX3818.The horizontal coordinates were established by classical geodetic methods
 LX3818.and adjusted by the National Geodetic Survey in August 1998..
 LX3818
 LX3818
 LX3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3818
 LX3818.The geoid height was determined by GEOID03.
 LX3818
 LX3818;                    North         East     Units Scale Factor Converg.
 LX3818;SPC CT       -   219,550.040   244,848.155   MT  0.99998459   -0 28 32.3
 LX3818;SPC CT       -   720,307.09    803,305.99   sFT  0.99998459   -0 28 32.3
 LX3818;SPC NY E     -   289,448.812   236,300.558   MT  0.99999163   +0 41 00.4
 LX3818;SPC NY E     -   949,633.31    775,262.75   sFT  0.99999163   +0 41 00.4
 LX3818;UTM  18      - 4,588,262.629   628,048.620   MT  0.99980178   +1 00 51.9
 LX3818
 LX3818                          SUPERSEDED SURVEY CONTROL
 LX3818
 LX3818  NAD 83(1992)-  41 26 08.62835(N)    073 28 02.41290(W) AD(       ) 4
 LX3818  NAD 83(1986)-  41 26 08.62749(N)    073 28 02.41038(W) AD(       ) 4
 LX3818  NAD 27      -  41 26 08.28862(N)    073 28 03.97024(W) AD(       ) 3
 LX3818
 LX3818.Superseded values are not recommended for survey control.
 LX3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3818.See file dsdata.txt to determine how the superseded data were derived.
 LX3818
 LX3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2804988263(NAD 83)
 LX3818
 LX3818  HISTORY     - Date     Condition        Report By
 LX3818  HISTORY     - 1942     MONUMENTED       CGS
 LX3818  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX3818  HISTORY     - 1983     GOOD             NGS
 LX3818  HISTORY     - 1987     GOOD             USPSQD
 LX3818
 LX3818                          STATION DESCRIPTION
 LX3818
 LX3818'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3818'THIS INTERSECTION STATION IS LOCATED ABOUT 1-1/2 MILES N OF
 LX3818'DANBURY ON A HIGH HILL OWNED BY THE U.S. DEPARTMENT OF JUSTICE.  IT
 LX3818'IS A TALL 6-LEGGED STEEL TANK, PAINTED DULL GREY, ABOUT 225 FEET
 LX3818'HIGH WITH A CAPACITY OF 250,000 GALLONS AND BUILT IN 1939.  THE
 LX3818'POINT OBSERVED ON WAS THE RED LIGHT ON TOP OF THE TANK.
 LX3818'
 LX3818'TO REACH FROM THE INTERSECTION OF OSBORNE STREET AND HOSPITAL ROAD,
 LX3818'GO N ON HOSPITAL ROAD 0.25 MILE TO HARD SURFACE ROAD LEFT, TURN
 LX3818'LEFT AND GO 1.35 MILES TO A T-INTERSECTION, TURN LEFT AND GO
 LX3818'0.2 MILE TO ANOTHER T-INTERSECTION, TURN RIGHT AND GO 1.05 MILES
 LX3818'TO A FARM ROAD RIGHT, TURN RIGHT ON FARM ROAD AND GO 0.3 MILE TO
 LX3818'LANE LEADING TO TANK, TURN RIGHT AND GO 0.2 MILE TO TANK ON THE
 LX3818'RIGHT.
 LX3818
 LX3818                          STATION RECOVERY (1965)
 LX3818
 LX3818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CHO)
 LX3818'RECOVERED AS DESCRIBED, IN VERY GOOD CONDITION--6 LEGGED STEEL
 LX3818'TANK, ALL GREY, ABOUT 225 FT. HIGH.  LIGHT UNLIGHTED, 4--45
 LX3818'P.M., 75 DEG M.T.
 LX3818'
 LX3818'ORIGINAL TO REACH DIRECTIONS ARE PROBABLY GOOD, BUT THE
 LX3818'FOLLOWING IS SIMPLER AND MORE DIRECT--FROM INTERSECTION OF WEST
 LX3818'ST. AND MAIN ST., IN CENTER OF DANBURY, GO 0.8 MILE NW ON MAIN
 LX3818'ST, TO SIGN ON RIGHT, ROUTE 37.
 LX3818'
 LX3818'HERE, TURN RIGHT, STAYING ON 37, AND GO 3.1 MILES, E X N, THEN
 LX3818'N X E, NNW, AND N TO TWO STONE PILLARS AT ENTRANCE TO DEPT. OF
 LX3818'JUSTICE PROPERTY.
 LX3818'
 LX3818'HERE, TURN RIGHT (E) UPHILL, GRADUALLY CURVING SE AND SW TO
 LX3818'PARKING AREA N OF FEDL CORRECTION INSTITUTION.  I WENT TO MAIN
 LX3818'ENTRANCE OFFICE TO CHECK IF PRESENT TANK IS THE ONE DESCRIBED BY
 LX3818'K.B.J., IN 1942.  IT IS SAME TANK.  TIGHT SECURITY HERE--GUARDS
 LX3818'WITH GUNS.  BUT MOST COURTEOUS.
 LX3818'
 LX3818'TANK IS AN EXCELLENT LANDMARK AND AZ. MARK, VISIBLE FOR
 LX3818'MILES.  STANDING ON THE GROUND, I SAW IT FROM DANBURY 2, ON
 LX3818'SHELTER ROCK HILL, WHICH IS ABOUT 3.6 MILES SE (TRUE) FROM THE
 LX3818'PRISON TANK.
 LX3818
 LX3818                          STATION RECOVERY (1983)
 LX3818
 LX3818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3818'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1942.  IT
 LX3818'APPEARS TO BE ABOUT 38 METERS HIGH (125 FT).  SINCE IT IS INSIDE
 LX3818'THE PRISON FENCE, EXACT HEIGHT WAS NOT DETERMINED.
 LX3818'
 LX3818'THE STATION IS LOCATED 5 KM (3.1 MI) NORTH OF DANBURY, 3.5 KM
 LX3818'(2.2 MI) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX3818'STATE HIGHWAY 39, AT THE SOUTH END OF THE PRISON COMPLEX.
 LX3818'
 LX3818'DESCRIBED BY G. R. HEID.
 LX3818
 LX3818                          STATION RECOVERY (1987)
 LX3818
 LX3818'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 LX3818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5761 ***********************************************************************
 LX5761  DESIGNATION -  DANIELS
 LX5761  PID         -  LX5761
 LX5761  STATE/COUNTY-  CT/NEW LONDON
 LX5761  USGS QUAD   -  HAMBURG (1984)
 LX5761
 LX5761                         *CURRENT SURVEY CONTROL
 LX5761  ___________________________________________________________________
 LX5761* NAD 83(1996)-  41 23 33.95912(N)    072 21 24.00204(W)     ADJUSTED  
 LX5761* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 LX5761  ___________________________________________________________________
 LX5761  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX5761  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX5761
 LX5761  HORZ ORDER  -  THIRD
 LX5761
 LX5761.The horizontal coordinates were established by classical geodetic methods
 LX5761.and adjusted by the National Geodetic Survey in August 1998..
 LX5761
 LX5761.The orthometric height was scaled from a topographic map.
 LX5761
 LX5761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5761
 LX5761.The geoid height was determined by GEOID03.
 LX5761
 LX5761;                    North         East     Units Scale Factor Converg.
 LX5761;SPC CT       -   214,604.487   337,695.937   MT  0.99998615   +0 15 38.9
 LX5761;SPC CT       -   704,081.55  1,107,924.09   sFT  0.99998615   +0 15 38.9
 LX5761;UTM  18      - 4,585,731.352   720,993.410   MT  1.00020107   +1 44 54.7
 LX5761
 LX5761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5761!SPC CT       -   0.99999161  x   0.99998615  =   0.99997776
 LX5761!UTM  18      -   0.99999161  x   1.00020107  =   1.00019268
 LX5761
 LX5761:                Primary Azimuth Mark                     Grid Az
 LX5761:SPC CT       -  HARDINGS BARN CUPOLA                     126 48 11.9
 LX5761:UTM  18      -  HARDINGS BARN CUPOLA                     125 18 56.1
 LX5761
 LX5761|---------------------------------------------------------------------|
 LX5761| PID    Reference Object                     Distance      Geod. Az  |
 LX5761|                                                           dddmmss.s |
 LX5761| LX5766 HARDINGS BARN CUPOLA                APPROX. 2.0 KM 1270350.8 |
 LX5761| LX5760 HARDINGS CHIMNEY                    APPROX. 1.9 KM 1362916.2 |
 LX5761| LX5764 HAMBURG CHURCH BELFRY               APPROX. 0.9 KM 1382056.1 |
 LX5761| LX5759 LEES CHIMNEY                        APPROX. 1.8 KM 1413901.0 |
 LX5761| LX5789 WILSONS GABLE                       APPROX. 3.5 KM 1453347.1 |
 LX5761| LX5785 HARDINGS WHITE SILO                 APPROX. 3.9 KM 1524236.2 |
 LX5761| LX5813 LORDS BARN GABLE                    APPROX. 2.8 KM 1593556.1 |
 LX5761| CZ7268 DANIELS RM 1                         19.070 METERS 25942     |
 LX5761| CZ7269 DANIELS RM 2                         32.620 METERS 34423     |
 LX5761|---------------------------------------------------------------------|
 LX5761
 LX5761                          SUPERSEDED SURVEY CONTROL
 LX5761
 LX5761  NAD 83(1992)-  41 23 33.95824(N)    072 21 24.00166(W) AD(       ) 3
 LX5761  NAD 83(1986)-  41 23 33.95997(N)    072 21 24.00487(W) AD(       ) 3
 LX5761  NAD 27      -  41 23 33.60800(N)    072 21 25.72000(W) AD(       ) 3
 LX5761
 LX5761.Superseded values are not recommended for survey control.
 LX5761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5761.See file dsdata.txt to determine how the superseded data were derived.
 LX5761
 LX5761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2099385731(NAD 83)
 LX5761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5761_SETTING: 66 = SET IN ROCK OUTCROP
 LX5761_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5761+STABILITY: POSITION/ELEVATION WELL
 LX5761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5761+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 LX5761
 LX5761  HISTORY     - Date     Condition        Report By
 LX5761  HISTORY     - 1934     MONUMENTED       CGS
 LX5761  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5761  HISTORY     - 20040901 MARK NOT FOUND   USPSQD
 LX5761  HISTORY     - 20050205 GOOD             USPSQD
 LX5761  HISTORY     - 20060201 GOOD             USPSQD
 LX5761
 LX5761                          STATION DESCRIPTION
 LX5761
 LX5761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5761'THIS STATION IS ON THE HIGHEST POINT OF CANDLEWOOD LEDGE.  THE
 LX5761'LEDGE RISES A SHORT DISTANCE N OF THE ROAD, 0.4 MILE FROM THE
 LX5761'BRIDGE AT THE N END OF HAMBURG COVE.  THE PROPERTY IS OWNED BY
 LX5761'JARED S. DANIELS.
 LX5761'
 LX5761'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5761'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.
 LX5761'
 LX5761'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 LX5761'HOLE IN OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE
 LX5761'CHISELED IN THE ROCK AS DESCRIBED IN NOTE 2A.
 LX5761'
 LX5761'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK WEDGED IN A
 LX5761'DRILL HOLE IN OUTCROPPING BEDROCK, AT THE INTERSECTION OF TWO
 LX5761'LINES CHISELED IN THE ROCK AS DESCRIBED IN NOTE 2C.
 LX5761'
 LX5761'THE WHITE FACE OF THE ROCK IS A PROMINENT LAND MARK IN THE
 LX5761'VICINITY.  THE TOP OF THE LEDGE IS A BARE, FLAT ROCK ALONG ITS
 LX5761'SOUTHERLY EDGE.  THERE ARE A NUMBER OF ROUND WHITISH BOULDERS
 LX5761'RESTING ON THE SURFACE ABOUT 40 METERS N OF THE FACE OF THE
 LX5761'ROCK.  TWO OF THEM ARE ON ABOUT THE SAME ELEVATION AS THE
 LX5761'STATION.  THE SEVEN OTHERS ARE ON THE SLOPE TO THE WESTWARD.
 LX5761'THE STATION IS 3.5 METERS N OF THE EDGE OF THE CLIFF AT A POINT
 LX5761'WHERE THE FACE BENDS TO THE NORTHWARD.  2.9 METERS E OF THE
 LX5761'STATION THE ROCK IS EARTH COVERED.  REFENCE MARK NO.1 IS IN
 LX5761'THE W END OF THE S FACE.  IT IS 2.7 METERS FROM THE EDGE TO THE
 LX5761'S, 4.5 METERS FROM THE EDGE TO THE WESTWARD.  IT BEARS W
 LX5761'(MAGNETIC).  REFERENCE MARK NO.2 IS IN THE LARGER OF THE TWO
 LX5761'BOULDERS ON THE HIGH PART OF THE LEDGE.  IT BEARS N 05 DEG W
 LX5761'(MAGNETIC).
 LX5761'
 LX5761'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5761
 LX5761                          STATION RECOVERY (1971)
 LX5761
 LX5761'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5761'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5761'REACH THE STATION FROM EAST HADDAM AT THE INTERSECTION OF ROUTE
 LX5761'82 (NORWICH-SALEM ROAD) AND ROUTE 156 (HAMBURY ROAD) GO SOUTH ON
 LX5761'ROUTE 156 FOR 3.25 MILES TO JOSHUATOWN ROAD ON THE RIGHT, GO
 LX5761'WEST OF JOSHUATOWN ROAD FOR 0.8 MILE TO A PRIVATE DRIVE ON THE
 LX5761'RIGHT LEADING TO A 1 STORY FRAME HOUSE OWNED BY
 LX5761'E. CZIKOWSKY.  THE STATION IS ABOUT 700 FEET N 40 E ON A ROCK
 LX5761'BLUFF OF THE HOUSE.
 LX5761
 LX5761                          STATION RECOVERY (2004)
 LX5761
 LX5761'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX5761'MARK NOT FOUND.
 LX5761
 LX5761                          STATION RECOVERY (2005)
 LX5761
 LX5761'RECOVERY NOTE BY US POWER SQUADRON 2005 (JBM)
 LX5761'RECOVERED AS DESCRIBED- DANIELS NUMBER-1 - 1954
 LX5761
 LX5761                          STATION RECOVERY (2006)
 LX5761
 LX5761'RECOVERY NOTE BY US POWER SQUADRON 2006 (JBM)
 LX5761'RECOVERED AS DESCRIBED -- DANIELS STATION MARK AS WELL AS REFERENCE
 LX5761'MARKS 1 AND 2. THE CHISELING AROUND THE REFERENCE MARKS IS NEARLY WORN
 LX5761'AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5798 ***********************************************************************
 LX5798  DESIGNATION -  DANIELS CHIMNEY
 LX5798  PID         -  LX5798
 LX5798  STATE/COUNTY-  CT/MIDDLESEX
 LX5798  USGS QUAD   -  OLD LYME (1976)
 LX5798
 LX5798                         *CURRENT SURVEY CONTROL
 LX5798  ___________________________________________________________________
 LX5798* NAD 83(1996)-  41 19 21.39687(N)    072 21 05.93007(W)     ADJUSTED  
 LX5798* NAVD 88     -                                                        
 LX5798  ___________________________________________________________________
 LX5798  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX5798  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX5798
 LX5798  HORZ ORDER  -  THIRD
 LX5798
 LX5798.The horizontal coordinates were established by classical geodetic methods
 LX5798.and adjusted by the National Geodetic Survey in August 1998..
 LX5798
 LX5798
 LX5798.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5798
 LX5798.The geoid height was determined by GEOID03.
 LX5798
 LX5798;                    North         East     Units Scale Factor Converg.
 LX5798;SPC CT       -   206,814.984   338,151.686   MT  0.99998989   +0 15 50.9
 LX5798;SPC CT       -   678,525.49  1,109,419.32   sFT  0.99998989   +0 15 50.9
 LX5798;UTM  18      - 4,577,954.622   721,651.218   MT  1.00020467   +1 44 57.9
 LX5798
 LX5798                          SUPERSEDED SURVEY CONTROL
 LX5798
 LX5798  NAD 83(1992)-  41 19 21.39590(N)    072 21 05.92974(W) AD(       ) 4
 LX5798  NAD 83(1986)-  41 19 21.39795(N)    072 21 05.93271(W) AD(       ) 4
 LX5798  NAD 27      -  41 19 21.04600(N)    072 21 07.63800(W) AD(       ) 3
 LX5798
 LX5798.Superseded values are not recommended for survey control.
 LX5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5798.See file dsdata.txt to determine how the superseded data were derived.
 LX5798
 LX5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2165177955(NAD 83)
 LX5798
 LX5798  HISTORY     - Date     Condition        Report By
 LX5798  HISTORY     - 1934     MONUMENTED       CGS
 LX5798  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5798  HISTORY     - 19970118 MARK NOT FOUND   USPSQD
 LX5798
 LX5798                          STATION DESCRIPTION
 LX5798
 LX5798'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5798'THIS STATION IS ON A HOUSE BELONGING TO JARED DANIELS JR.  IT IS
 LX5798'LOCATED IN THE FERRY POINT REALTY DEVELOPMENT WHICH BORDERS THE
 LX5798'W SHORE OF THE CONNECTICUT RIVER, JUST N OF THE W APPROACH TO THE
 LX5798'HIGHWAY BRIDGE.
 LX5798'
 LX5798'THE HOUSE FACES APPROXIMATELY N 30 DEG E (MAGNETIC) ON THE
 LX5798'NORTHERLY SIDE OF FERRY POINT AT THE TOP OF A THIRTY-FOOT GRAVEL
 LX5798'BANK.  IT IS THE FIRST HOUSE N OF TILLY ROAD ON RIVERSIDE
 LX5798'AVENUE.  IT IS 1 1/2-STORIES HIGH.  THE SIDES ARE OF UNPAINTED
 LX5798'WOOD SHINGLES WITH SOLID GREEN SHUTTERS AT THE FIRST FLOOR.  A
 LX5798'SMALL 1-STORY WING, ATTACHED TO THE SOUTHEASTERLY CORNER OF THE
 LX5798'HOUSE, IS A GARAGE.
 LX5798'
 LX5798'THERE IS A LARGE COBBLESTONE CHIMNEY ALONGSIDE THE E GABLE END
 LX5798'OF THE HOUSE.  THE NORTHERLY EDGE OF THIS CHIMNEY IS ABOUT 1
 LX5798'METER SOUTHERLY OF THE APEX.
 LX5798'
 LX5798'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5798
 LX5798                          STATION RECOVERY (1961)
 LX5798
 LX5798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5798'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX5798'G.C.M. IS COMPLETE AND ADEQUATE.
 LX5798
 LX5798                          STATION RECOVERY (1997)
 LX5798
 LX5798'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3666 ***********************************************************************
 LW3666  DESIGNATION -  DANIELSON
 LW3666  PID         -  LW3666
 LW3666  STATE/COUNTY-  CT/WINDHAM
 LW3666  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3666
 LW3666                         *CURRENT SURVEY CONTROL
 LW3666  ___________________________________________________________________
 LW3666* NAD 83(1996)-  41 48 29.42957(N)    071 51 52.83632(W)     ADJUSTED  
 LW3666* NAVD 88     -       131.9    (meters)     433.     (feet)  VERTCON   
 LW3666  ___________________________________________________________________
 LW3666  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 LW3666  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LW3666
 LW3666  HORZ ORDER  -  FIRST
 LW3666
 LW3666.The horizontal coordinates were established by classical geodetic methods
 LW3666.and adjusted by the National Geodetic Survey in August 1998..
 LW3666
 LW3666.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3666
 LW3666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3666
 LW3666.The geoid height was determined by GEOID03.
 LW3666
 LW3666;                    North         East     Units Scale Factor Converg.
 LW3666;SPC CT       -   261,043.408   378,368.512   MT  0.99999459   +0 35 13.3
 LW3666;SPC CT       -   856,439.91  1,241,364.03   sFT  0.99999459   +0 35 13.3
 LW3666;SPC RI       -    80,566.528    69,695.847   MT  1.00000505   -0 14 35.2
 LW3666;SPC RI       -   264,325.35    228,660.46   sFT  1.00000505   -0 14 35.2
 LW3666;UTM  19      - 4,632,446.030   262,031.895   MT  1.00029690   -1 54 38.2
 LW3666
 LW3666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3666!SPC CT       -   0.99998400  x   0.99999459  =   0.99997859
 LW3666!SPC RI       -   0.99998400  x   1.00000505  =   0.99998905
 LW3666!UTM  19      -   0.99998400  x   1.00029690  =   1.00028090
 LW3666
 LW3666|---------------------------------------------------------------------|
 LW3666| PID    Reference Object                     Distance      Geod. Az  |
 LW3666|                                                           dddmmss.s |
 LW3666| CB7637 DANIELSON RM 1                       76.481 METERS 05344     |
 LW3666| CB7638 DANIELSON RM 2                       27.083 METERS 16900     |
 LW3666| LW3688 1370X                               389.460 METERS 29013     |
 LW3666| LW3687 1370X A PT                          385.064 METERS 29050     |
 LW3666|---------------------------------------------------------------------|
 LW3666
 LW3666                          SUPERSEDED SURVEY CONTROL
 LW3666
 LW3666  NAD 83(1996)-  41 48 29.42915(N)    071 51 52.83601(W) AD(       ) 1
 LW3666  NAD 83(1992)-  41 48 29.42873(N)    071 51 52.83570(W) AD(       ) 1
 LW3666  NAD 83(1992)-  41 48 29.42870(N)    071 51 52.83610(W) AD(       ) 1
 LW3666  NAD 83(1986)-  41 48 29.42933(N)    071 51 52.83542(W) AD(       ) 1
 LW3666  NAD 27      -  41 48 29.07402(N)    071 51 54.58326(W) AD(       ) 1
 LW3666  NGVD 29 (07/19/86)  132.1    (m)          433.     (f) VERT ANG       
 LW3666
 LW3666.Superseded values are not recommended for survey control.
 LW3666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3666.See file dsdata.txt to determine how the superseded data were derived.
 LW3666
 LW3666_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6203232446(NAD 83)
 LW3666_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3666+STABILITY: SURFACE MOTION
 LW3666
 LW3666  HISTORY     - Date     Condition        Report By
 LW3666  HISTORY     - 1937     MONUMENTED       CTGS
 LW3666  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LW3666  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LW3666  HISTORY     - 19961117 GOOD             USPSQD
 LW3666
 LW3666                          STATION DESCRIPTION
 LW3666
 LW3666'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3666'STATION IS ON THE NORTH SIDE OF U.S. HIGHWAY 6, 26 FEET NORTH
 LW3666'OF THE ROADS SHOULDER.  ABOUT 0.25 MILES NORTHWEST OF A WOODED HILL,
 LW3666'WHICH IS ABOUT 140 FEET HIGHER THAN STATION.  ABOUT 1.0 MILE EAST
 LW3666'OF THE CENTER OF DANIELSON, ABOUT 300 FEET WEST OF STONE GARAGE
 LW3666'(E.N. CURTIS) AND ABOUT 150 FEET NORTHWEST OF A 2-1/2-STORY
 LW3666'WHITE FRAME HOUSE.  A ROW OF APPLE TREES LIES JUST NORTH OF THE
 LW3666'STATION.
 LW3666'
 LW3666'TO REACH FROM THE TRAFFIC ROTARY AT THE INTERSECTION OF ROUTES
 LW3666'12 AND 6, IN DANIELSON, GO EAST ON ROUTE 6 FOR 0.8 MILE TO STATION
 LW3666'ON LEFT (NORTH).
 LW3666'
 LW3666'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3666'SET IN CONCRETE, AND IN A BOULDER, NOTES 1A, 12C, AND 11A.
 LW3666'
 LW3666'THE STATION MARK IS A STANDARD DISK STAMPED DANIELSON-1937 SET IN
 LW3666'A SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.
 LW3666'
 LW3666'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED DANIELSON-1937-NO.1
 LW3666'SET IN A DRILL HOLE, IN A BOULDER, WHICH IS ABOUT 3 FEET IN
 LW3666'DIAMETER AND ABOUT 1 FOOT HIGH.  IT IS 251.78 FEET NORTHEAST OF THE
 LW3666'STATION, ACROSS AN OPEN FIELD, AND ABOUT 15 FEET LOWER THAN THE
 LW3666'STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED
 LW3666'DANIELSON-1937-NO.2 SET IN A SQUARE CONCRETE POST, THE TOP BEING
 LW3666'FLUSH WITH THE GROUND.  IT IS 89.03 FEET SOUTH-SOUTHEAST OF THE
 LW3666'STATION, ACROSS (SOUTH) ROUTE 6, ABOUT 10 FEET HIGHER THAN
 LW3666'STATION, AND ABOUT 15 FEET SOUTH OF THE SHOULDER OF ROUTE 6.
 LW3666'
 LW3666'THE AZIMUTH MARK IS A CONN, GEODETIC MONUMENT NO.1370, A BRASS
 LW3666'DISK SET IN A SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH
 LW3666'THE GROUND.  IT IS 1258 FEET WEST-NORTHWESTAOF THE STATION, SET IN
 LW3666'A GRASS PLOT, JUST WEST OF THE INTERSECTION OF ROUTE 6 AND A DIRT
 LW3666'ROAD RUNNING OFF TO THE NORTH OF ROUTE 6.
 LW3666'
 LW3666'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LW3666
 LW3666                          STATION RECOVERY (1972)
 LW3666
 LW3666'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LW3666'DANIELSON 1937 EXCELLENT
 LW3666'
 LW3666'DANIELSON RM. 1 1937 EXCELLENT
 LW3666'
 LW3666'DANIELSON RM. 2 1937 EXCELLENT
 LW3666'
 LW3666'1370X - (AZM. MARK) EXCELLENT
 LW3666'
 LW3666'STATION IS 39 FEET NORTHEAST OF ROAD CENTER-LINE.  343 FEET
 LW3666'NORTHWEST OF BRICK GARAGE (STONE FOUNDATION) AND 123.5 FEET NORTH OF
 LW3666'A 2-1/2 STORY WHITE FRAME HOUSE ON THE SOUTH SIDE OF ROAD.
 LW3666'
 LW3666'TO REACH FROM THE INTERSECTION OF ROUTES 12 (MAIN STREET) AND
 LW3666'6-A (WESCOTT ROAD), GO EASTERLY ON ROUTE 6-A FOR 0.75
 LW3666'MILES.  STATION IS ON LEFT (NORTHEAST).
 LW3666
 LW3666                          STATION RECOVERY (1974)
 LW3666
 LW3666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3666'THE STATION, REFERENCE MARKS 1 AND 2 AND 1370X (CGS) WHICH WAS
 LW3666'USED AS AN AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 LW3666'YEAR STAMPED ON THE STATION AND REFERENCE MARK DISKS IS 1936
 LW3666'INSTEAD OF 1937 AS STATED IN THE 1937 DESCRIPTION.  THE DISTANCE
 LW3666'TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.86 FOOT AND THE
 LW3666'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.17 FOOT.  IT
 LW3666'APPEARS THAT THE 1937 MEASUREMENTS WERE MADE FROM MARK TO
 LW3666'MARK.  THE ANGLE FROM 1370X TO REFERENCE MARK 1 WAS FOUND TO
 LW3666'BE LESS BY 16 MINUTES AND 29 SECONDS AND THE ANGLE TO
 LW3666'REFERENCE MARK 2 WAS FOUND TO BE LESS BY 15 MINUTES AND 32
 LW3666'SECONDS.  THE ANGLE BETWEEN THE REFERENCE MARKS
 LW3666'WAS FOUND TO BE LESS BY 01 MINUTE AND 07 SECONDS.  A SECOND
 LW3666'MEASUREMENT AND OBSERVATION WAS MADE TO THE MARKS TO
 LW3666'CONFIRM THE DIFFERENCE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3666'
 LW3666'THE STATION IS ABOUT 1 MILE NORTHEAST OF DANIELSON, 1/2 MILE
 LW3666'EAST OF STATE HIGHWAY 52, ALONG THE NORTH SIDE OF WESTCOTT ROAD
 LW3666'AND ON PROPERTY OWNED BY DR. JOHN BECK, RFD 2, DANIELSON,
 LW3666'CONNECTICUT.  PHONE NUMBER 774-9919.
 LW3666'
 LW3666'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW3666'NORTHEAST ON MAIN STREET (STATE HIGHWAY 12) FOR 0.55 MILE TO A
 LW3666'CROSS STREET.  TURN RIGHT AND GO EAST ON WESTCOTT ROAD FOR 0.55
 LW3666'MILE TO THE JUNCTION OF REYNOLDS STREET ON THE RIGHT AND MARK
 LW3666'1370X (CGS) ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON
 LW3666'WESTCOTT ROAD FOR 0.2 MILE TO MR. G.H. PEARCES
 LW3666'HOME ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 LW3666'
 LW3666'STATION MARK, STAMPED DANIELSON 1936, IS A STANDARD DISK SET IN
 LW3666'A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 124 FEET
 LW3666'NORTHEAST OF THE NORTHWEST CORNER OF MR. G.H. PEARCES HOME, 90 FEET
 LW3666'EAST OF A POWER POLE NUMBERED 589 AND 40 FEET NORTHEAST OF CENTER
 LW3666'OF WESTCOTT ROAD.  THE 1937 DESCRIPTION DOES NOT MENTION AN
 LW3666'UNDERGROUND MARK.  (NOTE 1A)
 LW3666'
 LW3666'REFERENCE MARK 1, STAMPED DANIELSON 1936 NO 1, IS A STANDARD
 LW3666'DISK CEMENTED IN A DRILL HOLE IN TOP OF A BOULDER WHICH IS ABOUT
 LW3666'2 BY 4 FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ABOVE THE
 LW3666'GROUND.  IT IS 292 FEET NORTHEAST OF CENTER OF WESTCOTT ROAD,
 LW3666'125 FEET NORTHWEST OF THE EAST CORNER OF A CLEARING AND 10 FEET
 LW3666'NORTHEAST OF THE NORTH EDGE OF THE CLEARING.  (NOTE 12C)
 LW3666'
 LW3666'REFERENCE MARK 2, STAMPED DANIELSON 1936 NO 2, IS A STANDARD
 LW3666'DISK SET IN A SQUARE CONCRETE POST WHICH IS ABOUT 4 INCHES BELOW
 LW3666'THE GROUND SURFACE.  IT IS 53 FEET NORTHEAST OF THE NORTHWEST
 LW3666'CORNER OF MR. PEARCES HOME, 21 FEET SOUTHWEST OF CENTER OF
 LW3666'WESTCOTT ROAD AND 8 FEET NORTHWEST OF POWER POLE NUMBER
 LW3666'590.  (NOTE 11A)
 LW3666'
 LW3666'1370X (CGS), STAMPED 1370X, IS A U.S. COAST AND GEODETIC SURVEY
 LW3666'AND STATE SURVEY DISK SET IN A 6-INCH SQUARE CONCRETE POST WHICH IS
 LW3666'ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 22 FEET NORTH OF
 LW3666'CENTER OF WESTCOTT ROAD, 19 FEET SOUTH OF CENTER OF A PAVED ROAD
 LW3666'AND 7 FEET SOUTH-SOUTHWEST OF A HIGHWAY STOP SIGN.  (NOTE DESC.)
 LW3666'
 LW3666'NOTE--NO MEASUREMENT BETWEEN THE REFERENCE MARKS.  LINE NOT
 LW3666'CLEARED AND A LARGE DIFFERENCE IN ELEVATION.
 LW3666'
 LW3666'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
 LW3666'
 LW3666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3666'1 MILE NORTHEAST OF DANIELSON.
 LW3666
 LW3666                          STATION RECOVERY (1996)
 LW3666
 LW3666'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3700 ***********************************************************************
 LW3700  DESIGNATION -  DANIELSON ARROW HART TANK
 LW3700  PID         -  LW3700
 LW3700  STATE/COUNTY-  CT/WINDHAM
 LW3700  USGS QUAD   -  DANIELSON (1970)
 LW3700
 LW3700                         *CURRENT SURVEY CONTROL
 LW3700  ___________________________________________________________________
 LW3700* NAD 83(1996)-  41 47 50.68974(N)    071 53 12.13379(W)     ADJUSTED  
 LW3700* NAVD 88     -                                                        
 LW3700  ___________________________________________________________________
 LW3700  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 LW3700  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW3700
 LW3700  HORZ ORDER  -  THIRD
 LW3700
 LW3700.The horizontal coordinates were established by classical geodetic methods
 LW3700.and adjusted by the National Geodetic Survey in August 1998..
 LW3700
 LW3700
 LW3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3700
 LW3700.The geoid height was determined by GEOID03.
 LW3700
 LW3700;                    North         East     Units Scale Factor Converg.
 LW3700;SPC CT       -   259,829.729   376,550.125   MT  0.99999371   +0 34 20.7
 LW3700;SPC CT       -   852,458.04  1,235,398.20   sFT  0.99999371   +0 34 20.7
 LW3700;SPC RI       -    79,379.308    67,860.046   MT  1.00000646   -0 15 27.9
 LW3700;SPC RI       -   260,430.28    222,637.50   sFT  1.00000646   -0 15 27.9
 LW3700;UTM  19      - 4,631,312.391   260,161.773   MT  1.00030790   -1 55 29.6
 LW3700
 LW3700                          SUPERSEDED SURVEY CONTROL
 LW3700
 LW3700  NAD 83(1996)-  41 47 50.68925(N)    071 53 12.13346(W) AD(       ) 4
 LW3700  NAD 83(1992)-  41 47 50.68892(N)    071 53 12.13324(W) AD(       ) 4
 LW3700  NAD 83(1992)-  41 47 50.68893(N)    071 53 12.13366(W) AD(       ) 4
 LW3700  NAD 83(1986)-  41 47 50.68942(N)    071 53 12.13278(W) AD(       ) 4
 LW3700  NAD 27      -  41 47 50.33412(N)    071 53 13.87902(W) AD(       ) 3
 LW3700
 LW3700.Superseded values are not recommended for survey control.
 LW3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3700.See file dsdata.txt to determine how the superseded data were derived.
 LW3700
 LW3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6016231312(NAD 83)
 LW3700
 LW3700  HISTORY     - Date     Condition        Report By
 LW3700  HISTORY     - 1974     MONUMENTED       NGS
 LW3700  HISTORY     - 19961117 GOOD             USPSQD
 LW3700
 LW3700                          STATION DESCRIPTION
 LW3700
 LW3700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3700'THE STATION IS THE BALL ATOP A WATER TANK OWNED BY THE ARROW
 LW3700'HART INCORPORATED.  IT IS ABOUT 110 FEET HIGH, SUPPORTED BY 4
 LW3700'LEGS AND IS PAINTED SILVER.
 LW3700'
 LW3700'THE STATION IS LOCATED IN THE SOUTHEAST EDGE OF DANIELSON.
 LW3700'
 LW3700'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO WEST
 LW3700'ON U.S. HIGHWAY 6 FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 LW3700'AND GO SOUTH FOR 0.05 MILE TO SOUTH MAIN STREET.  TURN LEFT AND
 LW3700'GO EAST ON SOUTH MAIN STREET FOR 0.1 MILE TO TIFFANY STREET ON
 LW3700'THE RIGHT.  TURN RIGHT AND GO SOUTH ON TIFFANY STREET FOR 0.2
 LW3700'MILE TO ARROW HART INCORPORATED ON THE LEFT AND THE TANK.
 LW3700
 LW3700                          STATION RECOVERY (1996)
 LW3700
 LW3700'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3698 ***********************************************************************
 LW3698  DESIGNATION -  DANIELSON POWDRELL ALEX S TK
 LW3698  PID         -  LW3698
 LW3698  STATE/COUNTY-  CT/WINDHAM
 LW3698  USGS QUAD   -  DANIELSON (1970)
 LW3698
 LW3698                         *CURRENT SURVEY CONTROL
 LW3698  ___________________________________________________________________
 LW3698* NAD 83(1996)-  41 48 14.95696(N)    071 53 12.74542(W)     ADJUSTED  
 LW3698* NAVD 88     -                                                        
 LW3698  ___________________________________________________________________
 LW3698  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LW3698  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW3698
 LW3698  HORZ ORDER  -  THIRD
 LW3698
 LW3698.The horizontal coordinates were established by classical geodetic methods
 LW3698.and adjusted by the National Geodetic Survey in August 1998..
 LW3698
 LW3698
 LW3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3698
 LW3698.The geoid height was determined by GEOID03.
 LW3698
 LW3698;                    North         East     Units Scale Factor Converg.
 LW3698;SPC CT       -   260,578.253   376,528.527   MT  0.99999426   +0 34 20.3
 LW3698;SPC CT       -   854,913.82  1,235,327.34   sFT  0.99999426   +0 34 20.3
 LW3698;SPC RI       -    80,128.076    67,849.295   MT  1.00000646   -0 15 28.4
 LW3698;SPC RI       -   262,886.86    222,602.23   sFT  1.00000646   -0 15 28.4
 LW3698;UTM  19      - 4,632,061.381   260,172.815   MT  1.00030783   -1 55 31.0
 LW3698
 LW3698                          SUPERSEDED SURVEY CONTROL
 LW3698
 LW3698  NAD 83(1996)-  41 48 14.95651(N)    071 53 12.74525(W) AD(       ) 4
 LW3698  NAD 83(1992)-  41 48 14.95614(N)    071 53 12.74488(W) AD(       ) 4
 LW3698  NAD 83(1992)-  41 48 14.95614(N)    071 53 12.74526(W) AD(       ) 4
 LW3698  NAD 83(1986)-  41 48 14.95673(N)    071 53 12.74448(W) AD(       ) 4
 LW3698  NAD 27      -  41 48 14.59794(N)    071 53 14.46814(W) AD(       ) 3
 LW3698
 LW3698.Superseded values are not recommended for survey control.
 LW3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3698.See file dsdata.txt to determine how the superseded data were derived.
 LW3698
 LW3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6017332061(NAD 83)
 LW3698
 LW3698  HISTORY     - Date     Condition        Report By
 LW3698  HISTORY     - 1937     MONUMENTED       CTGS
 LW3698  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW3698
 LW3698                          STATION DESCRIPTION
 LW3698
 LW3698'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3698'A BLACK WATER TANK ABOUT 80 FEET HIGH, AMIDST THE BRICK MILLS OF
 LW3698'THE POWDRELL AND ALEXANDER INC. (THIS SIGN BEING PAINTED ON THE
 LW3698'TANK) IS SITUATED ON THE WEST SIDE OF ROUTE 12 (MAIN STREET) JUST
 LW3698'SOUTH OF THE CENTER OF DANIELSON.  THE TEXTILE MILLS ARE JUST
 LW3698'OPPOSITE THE INTERSECTION OF ROUTES 12 AND 6.  THIS IS THE
 LW3698'SOUTHERNMOST FACTORY, ANOTHER FACTORY LYING NORTH OF THE TOWN.
 LW3698'THE POINT OBSERVED ON WAS THE SMALL BALL ON TOP.  IT WAS OBSERVED
 LW3698'FROM STATIONS, DANIELSON AND BROOKLYN.
 LW3698
 LW3698                          STATION RECOVERY (1988)
 LW3698
 LW3698'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3696 ***********************************************************************
 LW3696  DESIGNATION -  DANIELSON WESTFIELD CONG CH
 LW3696  PID         -  LW3696
 LW3696  STATE/COUNTY-  CT/WINDHAM
 LW3696  USGS QUAD   -  DANIELSON (1970)
 LW3696
 LW3696                         *CURRENT SURVEY CONTROL
 LW3696  ___________________________________________________________________
 LW3696* NAD 83(1996)-  41 48 24.36961(N)    071 52 53.32119(W)     ADJUSTED  
 LW3696* NAVD 88     -                                                        
 LW3696  ___________________________________________________________________
 LW3696  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LW3696  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW3696
 LW3696  HORZ ORDER  -  THIRD
 LW3696
 LW3696.The horizontal coordinates were established by classical geodetic methods
 LW3696.and adjusted by the National Geodetic Survey in August 1998..
 LW3696
 LW3696
 LW3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3696
 LW3696.The geoid height was determined by GEOID03.
 LW3696
 LW3696;                    North         East     Units Scale Factor Converg.
 LW3696;SPC CT       -   260,873.135   376,973.982   MT  0.99999448   +0 34 33.2
 LW3696;SPC CT       -   855,881.28  1,236,788.81   sFT  0.99999448   +0 34 33.2
 LW3696;SPC RI       -    80,416.476    68,298.982   MT  1.00000611   -0 15 15.5
 LW3696;SPC RI       -   263,833.06    224,077.58   sFT  1.00000611   -0 15 15.5
 LW3696;UTM  19      - 4,632,336.656   260,630.841   MT  1.00030513   -1 55 18.3
 LW3696
 LW3696                          SUPERSEDED SURVEY CONTROL
 LW3696
 LW3696  NAD 83(1996)-  41 48 24.36916(N)    071 52 53.32088(W) AD(       ) 4
 LW3696  NAD 83(1992)-  41 48 24.36878(N)    071 52 53.32061(W) AD(       ) 4
 LW3696  NAD 83(1992)-  41 48 24.36878(N)    071 52 53.32099(W) AD(       ) 4
 LW3696  NAD 83(1986)-  41 48 24.36934(N)    071 52 53.32020(W) AD(       ) 4
 LW3696  NAD 27      -  41 48 24.01124(N)    071 52 55.06729(W) AD(       ) 3
 LW3696
 LW3696.Superseded values are not recommended for survey control.
 LW3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3696.See file dsdata.txt to determine how the superseded data were derived.
 LW3696
 LW3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6063132337(NAD 83)
 LW3696_MARKER: 90 = CHURCH SPIRE
 LW3696
 LW3696  HISTORY     - Date     Condition        Report By
 LW3696  HISTORY     - 1937     FIRST OBSERVED   CTGS
 LW3696  HISTORY     - 1974     GOOD             NGS
 LW3696  HISTORY     - 1988     GOOD             USPSQD
 LW3696  HISTORY     - 19961117 GOOD             USPSQD
 LW3696
 LW3696                          STATION DESCRIPTION
 LW3696
 LW3696'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3696'THE WHITE FRAME CHURCH HAS A SPIRE ABOUT 100 FEET HIGH AND IT IS
 LW3696'IN THE CENTER OF DANIELSON ON THE SOUTHEAST CORNER OF MAIN AND
 LW3696'REYNOLDS STREET.  IT HAS A CLOCK IN THE STEEPLE.  THE POINT
 LW3696'OBSERVED ON WAS THE TOP OF THE SPIRE.  IT WAS OBSERVED FROM
 LW3696'STATIONS, DANIELSON, PUTNAM, AND BROOKLYN.
 LW3696
 LW3696                          STATION RECOVERY (1974)
 LW3696
 LW3696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3696'DANIELSON WESTFIELD CONGREGATIONAL CHURCH SPIRE WAS RECOVERED AS
 LW3696'DESCRIBED.  THE POINT INTERSECTED WAS THE APEX OF THE SPIRE.  THE
 LW3696'OVER-ALL HEIGHT IS 100 FEET.
 LW3696
 LW3696                          STATION RECOVERY (1988)
 LW3696
 LW3696'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3696'RECOVERED IN GOOD CONDITION.
 LW3696
 LW3696                          STATION RECOVERY (1996)
 LW3696
 LW3696'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3699 ***********************************************************************
 LW3699  DESIGNATION -  DANIELSON WINCHESTER CORP TANK
 LW3699  PID         -  LW3699
 LW3699  STATE/COUNTY-  CT/WINDHAM
 LW3699  USGS QUAD   -  DANIELSON (1970)
 LW3699
 LW3699                         *CURRENT SURVEY CONTROL
 LW3699  ___________________________________________________________________
 LW3699* NAD 83(1996)-  41 49 02.46987(N)    071 53 03.84673(W)     ADJUSTED  
 LW3699* NAVD 88     -                                                        
 LW3699  ___________________________________________________________________
 LW3699  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LW3699  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW3699
 LW3699  HORZ ORDER  -  THIRD
 LW3699
 LW3699.The horizontal coordinates were established by classical geodetic methods
 LW3699.and adjusted by the National Geodetic Survey in August 1998..
 LW3699
 LW3699
 LW3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3699
 LW3699.The geoid height was determined by GEOID03.
 LW3699
 LW3699;                    North         East     Units Scale Factor Converg.
 LW3699;SPC CT       -   262,046.127   376,719.254   MT  0.99999537   +0 34 26.2
 LW3699;SPC CT       -   859,729.67  1,235,953.09   sFT  0.99999537   +0 34 26.2
 LW3699;SPC RI       -    81,593.049    68,061.273   MT  1.00000630   -0 15 22.7
 LW3699;SPC RI       -   267,693.19    223,297.69   sFT  1.00000630   -0 15 22.7
 LW3699;UTM  19      - 4,633,520.003   260,427.412   MT  1.00030633   -1 55 26.8
 LW3699
 LW3699                          SUPERSEDED SURVEY CONTROL
 LW3699
 LW3699  NAD 83(1996)-  41 49 02.46942(N)    071 53 03.84642(W) AD(       ) 4
 LW3699  NAD 83(1992)-  41 49 02.46906(N)    071 53 03.84611(W) AD(       ) 4
 LW3699  NAD 83(1992)-  41 49 02.46906(N)    071 53 03.84650(W) AD(       ) 4
 LW3699  NAD 83(1986)-  41 49 02.46964(N)    071 53 03.84577(W) AD(       ) 4
 LW3699  NAD 27      -  41 49 02.11394(N)    071 53 05.58997(W) AD(       ) 3
 LW3699
 LW3699.Superseded values are not recommended for survey control.
 LW3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3699.See file dsdata.txt to determine how the superseded data were derived.
 LW3699
 LW3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6042733520(NAD 83)
 LW3699_MARKER: 51 = TANK
 LW3699
 LW3699  HISTORY     - Date     Condition        Report By
 LW3699  HISTORY     - 1937     FIRST OBSERVED   CTGS
 LW3699  HISTORY     - 1974     GOOD             NGS
 LW3699  HISTORY     - 19961117 POOR             USPSQD
 LW3699
 LW3699                          STATION DESCRIPTION
 LW3699
 LW3699'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3699'A BLACK WATER TANK ABOUT 75 FEET HIGH, JUST EAST OF THE 4-STORY
 LW3699'BUILDING (RED BRICK) OWNED BY THE POWDRELL AND ALEXANDER INC. (THIS
 LW3699'SIGN BEING PAINTED ON THE TANK) IS SITUATED ABOUT 1/2 MILE NORTH OF
 LW3699'DANIELSON AND ABOUT 1000 FEET WEST OF ROUTE 12.  THIS TEXTILE MILL
 LW3699'IS THE NORTHERNMOST MILL, ANOTHER MILL LYING JUST SOUTH OF THE
 LW3699'TOWN.  THE POINT OBSERVED ON WAS THE SMALL BALL ON THE TOP.  IT
 LW3699'WAS OBSERVED FROM STATIONS, DANIELSON (V.G.) AND BROOKLYN (V.G.).
 LW3699
 LW3699                          STATION RECOVERY (1974)
 LW3699
 LW3699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3699'THIS STATION WAS NAMED DANIELSON POWDRELL AND ALEXANDER NORTH
 LW3699'TANK.
 LW3699'
 LW3699'THE STATION IS A BALL ATOP A BLACK WATER TANK WHICH IS SUPPORTED
 LW3699'BY 4 LEGS AND IS ABOUT 80 FEET HIGH.
 LW3699'
 LW3699'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO NORTH
 LW3699'ON STATE HIGHWAY 12 FOR 0.85 MILE TO THE JUNCTION OF NORTH
 LW3699'STREET ON THE LEFT.  TURN LEFT AND GO WEST ON NORTH STREET FOR
 LW3699'0.4 MILE TO THE JUNCTION OF MECHANIC STREET AND CONN. MILLS
 LW3699'AVENUE AND THE STATION ABOUT 400 FEET NORTHWEST OF THE JUNCTION.
 LW3699'
 LW3699'NOTE--THE NAME WINCHESTER ELECTRONICS INCORPORATED IS PAINTED
 LW3699'ON THE SOUTHEAST SIDE OF THE TANK AND ON THE NORTHWEST SIDE THE
 LW3699'NAME ALEXANDER CAN BE FAINTLY READ.
 LW3699
 LW3699                          STATION RECOVERY (1996)
 LW3699
 LW3699'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3699'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4464 ***********************************************************************
 DH4464  DESIGNATION -  DARIEN
 DH4464  PID         -  DH4464
 DH4464  STATE/COUNTY-  CT/FAIRFIELD
 DH4464  USGS QUAD   -  STAMFORD (1984)
 DH4464
 DH4464                         *CURRENT SURVEY CONTROL
 DH4464  ___________________________________________________________________
 DH4464* NAD 83(1996)-  41 03 57.07017(N)    073 30 25.94312(W)     ADJUSTED  
 DH4464* NAVD 88     -        17.0    (meters)      56.     (feet)  GPS OBS   
 DH4464  ___________________________________________________________________
 DH4464  X           -   1,367,174.618 (meters)                     COMP
 DH4464  Y           -  -4,617,636.820 (meters)                     COMP
 DH4464  Z           -   4,167,931.115 (meters)                     COMP
 DH4464  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 DH4464  ELLIP HEIGHT-         -13.26  (meters)          (05/31/05) GPS OBS
 DH4464  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DH4464
 DH4464  HORZ ORDER  -  A
 DH4464  ELLP ORDER  -  THIRD     CLASS I
 DH4464
 DH4464.The horizontal coordinates were established by GPS observations
 DH4464.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4464
 DH4464.The orthometric height was determined by GPS observations and a
 DH4464.high-resolution geoid model.
 DH4464
 DH4464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4464
 DH4464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4464
 DH4464.The ellipsoidal height was determined by GPS observations
 DH4464.and is referenced to NAD 83.
 DH4464
 DH4464.The geoid height was determined by GEOID03.
 DH4464
 DH4464;                    North         East     Units Scale Factor Converg.
 DH4464;SPC CT       -   178,502.046   241,156.137   MT  1.00001626   -0 30 07.5
 DH4464;SPC CT       -   585,635.46    791,193.09   sFT  1.00001626   -0 30 07.5
 DH4464;UTM  18      - 4,547,140.873   625,423.159   MT  0.99979361   +0 58 50.8
 DH4464
 DH4464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4464!SPC CT       -   1.00000208  x   1.00001626  =   1.00001834
 DH4464!UTM  18      -   1.00000208  x   0.99979361  =   0.99979569
 DH4464
 DH4464                          SUPERSEDED SURVEY CONTROL
 DH4464
 DH4464.No superseded survey control is available for this station.
 DH4464
 DH4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2542347141(NAD 83)
 DH4464_MARKER: Z = SEE DESCRIPTION
 DH4464_SETTING: 0 = UNSPECIFIED SETTING
 DH4464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4464+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4464
 DH4464  HISTORY     - Date     Condition        Report By
 DH4464  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4464
 DH4464                          STATION DESCRIPTION
 DH4464
 DH4464'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4464'BASE STATION DARIEN IS A TRIMBLE NAVIGATION COMPANY COMPACT DOME  GPS
 DH4464'ANTENNA PERMANENTLY INSTALLED ON A GALVANIZED STEEL POLE  WHICH IS
 DH4464'BOLTED TO THE INNER SUPERSTRUCTURE AND PROTRUDES  THROUGH THE ROOF
 DH4464'ALONG THE EAST SIDE OF THE CONNDOT  MAINTENANCE GARAGE (81-681) IN
 DH4464'DARIEN. TO REACH THE STATION FROM THE INTERSTATE ROUTE 95 (JOHN LODGE
 DH4464'TURNPIKE EXIT 11) OVERPASS ABOVE US ROUTE 1 (BOSTON POST ROAD),
 DH4464'PROCEED SOUTHWEST ON INTERSTATE ROUTE 95 FOR ABOUT 1.4 MI. TO  THE
 DH4464'REST STOP ENTRANCE. UPON ENTERING THE REST STOP, TURN RIGHT  ONTO THE
 DH4464'CONNDOT DRIVEWAY AND PROCEED WEST FOR 500 FT. TO THE  STATION ON THE
 DH4464'LEFT (SOUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7433 ***********************************************************************
 LX7433  DESIGNATION -  DARIEN CON AM CO TANK
 LX7433  PID         -  LX7433
 LX7433  STATE/COUNTY-  CT/FAIRFIELD
 LX7433  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7433
 LX7433                         *CURRENT SURVEY CONTROL
 LX7433  ___________________________________________________________________
 LX7433* NAD 83(1996)-  41 06 26.80353(N)    073 29 02.46725(W)     ADJUSTED  
 LX7433* NAVD 88     -                                                        
 LX7433  ___________________________________________________________________
 LX7433  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 LX7433  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX7433
 LX7433  HORZ ORDER  -  THIRD
 LX7433
 LX7433.The horizontal coordinates were established by classical geodetic methods
 LX7433.and adjusted by the National Geodetic Survey in August 1998..
 LX7433
 LX7433
 LX7433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7433
 LX7433.The geoid height was determined by GEOID03.
 LX7433
 LX7433;                    North         East     Units Scale Factor Converg.
 LX7433;SPC CT       -   183,104.214   243,144.295   MT  1.00001064   -0 29 12.1
 LX7433;SPC CT       -   600,734.41    797,715.91   sFT  1.00001064   -0 29 12.1
 LX7433;UTM  18      - 4,551,791.952   627,291.124   MT  0.99979942   +0 59 48.7
 LX7433
 LX7433                          SUPERSEDED SURVEY CONTROL
 LX7433
 LX7433  NAD 83(1992)-  41 06 26.80264(N)    073 29 02.46627(W) AD(       ) 4
 LX7433  NAD 83(1986)-  41 06 26.80467(N)    073 29 02.46822(W) AD(       ) 4
 LX7433  NAD 83(1986)-  41 06 26.80072(N)    073 29 02.46611(W) AD(       ) 4
 LX7433
 LX7433.Superseded values are not recommended for survey control.
 LX7433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7433.See file dsdata.txt to determine how the superseded data were derived.
 LX7433
 LX7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2729151792(NAD 83)
 LX7433_MARKER: 51 = TANK
 LX7433
 LX7433  HISTORY     - Date     Condition        Report By
 LX7433  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7433  HISTORY     - 19930401 GOOD             USPSQD
 LX7433
 LX7433                          STATION DESCRIPTION
 LX7433
 LX7433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7433'THE STATION, DARIEN CONNECTICUT AMERICAN COMPANY WATER
 LX7433'TANK IS THE TOP CENTER OF A CONICAL-ROOFED CONCRETE
 LX7433'GROUND TANK, UNPAINTED, ABOUT 25 METERS (82 FT) HIGH.
 LX7433'THE ROOF IS LAYERED CONCRETE, SIMILAR TO SHINGLES.
 LX7433'
 LX7433'THE STATION IS LOCATED 3.5 KM (2.2 MI) NORTH-NORTHWEST
 LX7433'OF DARIEN, 1.2 KM (0.75 MI) SOUTH OF INTERCHANGE 37
 LX7433'OF THE MERRITT PARKWAY, 0.1 KM (0.05 MI) EAST OF STATE
 LX7433'HIGHWAY 124 (MANSFIELD AVENUE).
 LX7433'
 LX7433'DESCRIBED BY G. R. HEID.
 LX7433
 LX7433                          STATION RECOVERY (1993)
 LX7433
 LX7433'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX7433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5827 ***********************************************************************
 DH5827  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5827  DESIGNATION -  DARIEN CORS ARP
 DH5827  CORS_ID     -  CTDA
 DH5827  PID         -  DH5827
 DH5827  STATE/COUNTY-  CT/FAIRFIELD
 DH5827  USGS QUAD   -  STAMFORD (1984)
 DH5827
 DH5827                         *CURRENT SURVEY CONTROL
 DH5827  ___________________________________________________________________
 DH5827* NAD 83(CORS)-  41 03 57.06987(N)    073 30 25.94233(W)     ADJUSTED  
 DH5827* NAVD 88     -                                                        
 DH5827  ___________________________________________________________________
 DH5827  EPOCH DATE  -        2002.00
 DH5827  X           -   1,367,174.635 (meters)                     COMP
 DH5827  Y           -  -4,617,636.814 (meters)                     COMP
 DH5827  Z           -   4,167,931.102 (meters)                     COMP
 DH5827  ELLIP HEIGHT-         -13.27  (meters)          (09/??/05) GPS OBS
 DH5827  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DH5827
 DH5827  HORZ ORDER  -  SPECIAL (CORS)
 DH5827  ELLP ORDER  -  SPECIAL (CORS)
 DH5827
 DH5827.ITRF positions are available for this station.
 DH5827.The coordinates were established by GPS observations
 DH5827.and adjusted by the National Geodetic Survey in September 2005..
 DH5827.The coordinates are valid at the epoch date displayed above.
 DH5827.The epoch date for horizontal control is a decimal equivalence
 DH5827.of Year/Month/Day.
 DH5827
 DH5827
 DH5827.The PID for the CORS L1 Phase Center is DH5828.
 DH5827
 DH5827.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5827
 DH5827.The ellipsoidal height was determined by GPS observations
 DH5827.and is referenced to NAD 83.
 DH5827
 DH5827.The geoid height was determined by GEOID03.
 DH5827
 DH5827;                    North         East     Units Scale Factor Converg.
 DH5827;SPC CT       -   178,502.036   241,156.155   MT  1.00001626   -0 30 07.5
 DH5827;SPC CT       -   585,635.43    791,193.15   sFT  1.00001626   -0 30 07.5
 DH5827
 DH5827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5827!SPC CT       -   1.00000208  x   1.00001626  =   1.00001834
 DH5827
 DH5827                          SUPERSEDED SURVEY CONTROL
 DH5827
 DH5827.No superseded survey control is available for this station.
 DH5827
 DH5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2542347141(NAD 83)
 DH5827_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5827
 DH5827                          STATION DESCRIPTION
 DH5827
 DH5827'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5827'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5827'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5827'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5827'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5827'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5828 ***********************************************************************
 DH5828  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5828  DESIGNATION -  DARIEN CORS L1 PHASE CENTER
 DH5828  CORS_ID     -  CTDA
 DH5828  PID         -  DH5828
 DH5828  STATE/COUNTY-  CT/FAIRFIELD
 DH5828  USGS QUAD   -  STAMFORD (1984)
 DH5828
 DH5828                         *CURRENT SURVEY CONTROL
 DH5828  ___________________________________________________________________
 DH5828* NAD 83(CORS)-  41 03 57.06991(N)    073 30 25.94231(W)     ADJUSTED  
 DH5828* NAVD 88     -                                                        
 DH5828  ___________________________________________________________________
 DH5828  EPOCH DATE  -        2002.00
 DH5828  X           -   1,367,174.659 (meters)                     COMP
 DH5828  Y           -  -4,617,636.892 (meters)                     COMP
 DH5828  Z           -   4,167,931.175 (meters)                     COMP
 DH5828  ELLIP HEIGHT-         -13.16  (meters)          (09/??/05) GPS OBS
 DH5828  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DH5828
 DH5828  HORZ ORDER  -  SPECIAL (CORS)
 DH5828  ELLP ORDER  -  SPECIAL (CORS)
 DH5828
 DH5828.ITRF positions are available for this station.
 DH5828.The coordinates were established by GPS observations
 DH5828.and adjusted by the National Geodetic Survey in September 2005..
 DH5828.The coordinates are valid at the epoch date displayed above.
 DH5828.The epoch date for horizontal control is a decimal equivalence
 DH5828.of Year/Month/Day.
 DH5828
 DH5828
 DH5828.The PID for the CORS ARP is DH5827.
 DH5828
 DH5828.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5828
 DH5828.The ellipsoidal height was determined by GPS observations
 DH5828.and is referenced to NAD 83.
 DH5828
 DH5828.The geoid height was determined by GEOID03.
 DH5828
 DH5828;                    North         East     Units Scale Factor Converg.
 DH5828;SPC CT       -   178,502.037   241,156.156   MT  1.00001626   -0 30 07.5
 DH5828;SPC CT       -   585,635.43    791,193.16   sFT  1.00001626   -0 30 07.5
 DH5828
 DH5828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5828!SPC CT       -   1.00000206  x   1.00001626  =   1.00001832
 DH5828
 DH5828                          SUPERSEDED SURVEY CONTROL
 DH5828
 DH5828.No superseded survey control is available for this station.
 DH5828
 DH5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2542347141(NAD 83)
 DH5828_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5828
 DH5828                          STATION DESCRIPTION
 DH5828
 DH5828'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5828'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5828'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5828'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5828'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5828'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6129 ***********************************************************************
 LX6129  DESIGNATION -  DARLEY
 LX6129  PID         -  LX6129
 LX6129  STATE/COUNTY-  CT/MIDDLESEX
 LX6129  USGS QUAD   -  HADDAM (1971)
 LX6129
 LX6129                         *CURRENT SURVEY CONTROL
 LX6129  ___________________________________________________________________
 LX6129* NAD 83(1996)-  41 29 56.34979(N)    072 32 39.89689(W)     ADJUSTED  
 LX6129* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX6129  ___________________________________________________________________
 LX6129  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX6129  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6129
 LX6129  HORZ ORDER  -  THIRD
 LX6129
 LX6129.The horizontal coordinates were established by classical geodetic methods
 LX6129.and adjusted by the National Geodetic Survey in August 1998..
 LX6129
 LX6129.The orthometric height was scaled from a topographic map.
 LX6129
 LX6129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6129
 LX6129.The geoid height was determined by GEOID03.
 LX6129
 LX6129;                    North         East     Units Scale Factor Converg.
 LX6129;SPC CT       -   226,346.877   321,966.068   MT  0.99998332   +0 08 10.7
 LX6129;SPC CT       -   742,606.38  1,056,317.01   sFT  0.99998332   +0 08 10.7
 LX6129;UTM  18      - 4,597,062.848   704,960.822   MT  1.00011700   +1 37 39.5
 LX6129
 LX6129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6129!SPC CT       -   1.00000237  x   0.99998332  =   0.99998569
 LX6129!UTM  18      -   1.00000237  x   1.00011700  =   1.00011937
 LX6129
 LX6129:                Primary Azimuth Mark                     Grid Az
 LX6129:SPC CT       -  BROWNS BARN GABLE                        013 05 33.2
 LX6129:UTM  18      -  BROWNS BARN GABLE                        011 36 04.4
 LX6129
 LX6129|---------------------------------------------------------------------|
 LX6129| PID    Reference Object                     Distance      Geod. Az  |
 LX6129|                                                           dddmmss.s |
 LX6129| LX6889 BROWNS BARN GABLE                   APPROX. 0.9 KM 0131343.9 |
 LX6129| LX6134 DARLEYS CHIMNEY                     292.506 METERS 11139     |
 LX6129| LX6133 DARLEYS BARN CUPOLA                 191.188 METERS 12739     |
 LX6129| CZ7271 DARLEY RM 2                           6.810 METERS 17845     |
 LX6129| CZ7270 DARLEY RM 1                                        24617     |
 LX6129| LX6883 CLARKHURST FLAGPOLE                 APPROX. 0.9 KM 3442119.4 |
 LX6129| LX6884 CLARKHURST GOLF LINKS CLUBHSE       APPROX. 0.9 KM 3463144.7 |
 LX6129|---------------------------------------------------------------------|
 LX6129
 LX6129                          SUPERSEDED SURVEY CONTROL
 LX6129
 LX6129  NAD 83(1992)-  41 29 56.34905(N)    072 32 39.89677(W) AD(       ) 3
 LX6129  NAD 83(1986)-  41 29 56.35096(N)    072 32 39.89923(W) AD(       ) 3
 LX6129  NAD 27      -  41 29 55.99000(N)    072 32 41.58600(W) AD(       ) 3
 LX6129
 LX6129.Superseded values are not recommended for survey control.
 LX6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6129.See file dsdata.txt to determine how the superseded data were derived.
 LX6129
 LX6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0496197063(NAD 83)
 LX6129_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6129+STABILITY: SURFACE MOTION
 LX6129
 LX6129  HISTORY     - Date     Condition        Report By
 LX6129  HISTORY     - 1935     MONUMENTED       CGS
 LX6129  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6129
 LX6129                          STATION DESCRIPTION
 LX6129
 LX6129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6129'THIS STATION IS ON THE PROPERTY OF THE NEW YORK, NEW HAVEN AND
 LX6129'HARTFORD RAILROAD COMPANY.  IT IS ABOUT 0.7 MILE OUT OF HIGGANUM
 LX6129'ON ROUTE 9.  IT IS IN FRONT OF A REALTY DEVELOPMENT BELONGING TO
 LX6129'J.W. DARLEY.  THE RAILROAD TRACKS HAVE A HIGH GRAVEL BANK ON THE
 LX6129'S SIDE, AT THIS POINT.
 LX6129'
 LX6129'THE STATION IS ABOUT HALFWAY DOWN THE EASTERLY SLOPE OF THIS
 LX6129'BANK AND 7.1 METERS N OF DARLEYS N BOUNDARY FENCE.  A CLUMP OF
 LX6129'NINE LARGE OAK TREES EXTENDS WESTERLY UP THE SLOPE FROM THE
 LX6129'STATION.  THE NEAREST TREE IS 5.4 METERS DISTANT.
 LX6129'
 LX6129'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6129'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6129'
 LX6129'REFERENCE MARK NO. 1 IS AT THE BASE OF THE MOST WESTERLY TREE OF
 LX6129'THE GROUP.  IT BEARS S 80 DEG W (MAGNETIC).  IT IS NEAR THE TOP
 LX6129'OF THE HILL.
 LX6129'
 LX6129'REFERENCE MARK NO. 2 IS 1 FOOT N OF DARLEYS PROPERTY LINE.  IT
 LX6129'BEARS S (MAGNETIC).
 LX6129
 LX6129                          STATION RECOVERY (1948)
 LX6129
 LX6129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6129'ORIGINAL DESCRIPTION IS INADEQUATE.  THIS STATION IS ON THE
 LX6129'PROPERTY OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX6129'COMPANY.  IT IS APPROXIMATELY 0.6 MILE SE OF THE HIGGANUM FREIGHT
 LX6129'AND EXPRESS DEPOT.  THE RAILROAD HAS A HIGH BANK OFF THE SW SIDE
 LX6129'AT THIS POINT.  NEAR THIS POINT, THERE IS A WHITE WHISTLE POST
 LX6129'ON THE E SIDE OF THE RAILROAD.  FROM THIS WHISTLE POST, PACE
 LX6129'APPROXIMATLEY 60 YARDS NW ALONG RAILROAD.  AT THIS POINT, THERE
 LX6129'IS A CLUMP OF 3 BLAZED SMALL OAK TREES APPROXIMATLEY DUE W OF
 LX6129'TRACK ON THE SIDE OF THE SLOPE.  FROM THIS CLUMP OF SMALL
 LX6129'OAKS, BEAR S 80 DEG W ALONG HIGHEST PART OF RIDGE,
 LX6129'APPROXIMATLEY 18 YARDS TO STATION.  THE STATION IS 3 FEET W
 LX6129'OF THE TOP OF RAILROAD SLOPE AT THIS POINT.  THERE IS
 LX6129'AN 8-INCH TRIANGULAR BLAZED OAK 18.0 FEET S 80 DEG W
 LX6129'(MAGNETIC) FROM THE STATION.
 LX6129'
 LX6129'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 LX6129'CONCRETE.
 LX6129'
 LX6129'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK.  IT IS AT THE BASE
 LX6129'OF THE MOST W TREE OF A GROUP OF OAK TREES.  IT BEARS S 80 DEG W
 LX6129'(MAGNETIC) AND IS NEAR THE TOP OF THE HILL.  IT IS SET IN CONCRETE.
 LX6129'
 LX6129'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK.  IT IS AT THE FENCE
 LX6129'LINE AND BEARS S (MAGNETIC).  IT IS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6133 ***********************************************************************
 LX6133  DESIGNATION -  DARLEYS BARN CUPOLA
 LX6133  PID         -  LX6133
 LX6133  STATE/COUNTY-  CT/MIDDLESEX
 LX6133  USGS QUAD   -  HADDAM (1971)
 LX6133
 LX6133                         *CURRENT SURVEY CONTROL
 LX6133  ___________________________________________________________________
 LX6133* NAD 83(1996)-  41 29 52.56372(N)    072 32 33.37109(W)     ADJUSTED  
 LX6133* NAVD 88     -                                                        
 LX6133  ___________________________________________________________________
 LX6133  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6133  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6133
 LX6133  HORZ ORDER  -  THIRD
 LX6133
 LX6133.The horizontal coordinates were established by classical geodetic methods
 LX6133.and adjusted by the National Geodetic Survey in August 1998..
 LX6133
 LX6133
 LX6133.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6133
 LX6133.The geoid height was determined by GEOID03.
 LX6133
 LX6133;                    North         East     Units Scale Factor Converg.
 LX6133;SPC CT       -   226,230.437   322,117.703   MT  0.99998333   +0 08 15.1
 LX6133;SPC CT       -   742,224.36  1,056,814.50   sFT  0.99998333   +0 08 15.1
 LX6133;UTM  18      - 4,596,950.378   705,115.457   MT  1.00011778   +1 37 43.8
 LX6133
 LX6133                          SUPERSEDED SURVEY CONTROL
 LX6133
 LX6133  NAD 83(1992)-  41 29 52.56299(N)    072 32 33.37098(W) AD(       ) 4
 LX6133  NAD 83(1986)-  41 29 52.56491(N)    072 32 33.37344(W) AD(       ) 4
 LX6133  NAD 27      -  41 29 52.20400(N)    072 32 35.06200(W) AD(       ) 3
 LX6133
 LX6133.Superseded values are not recommended for survey control.
 LX6133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6133.See file dsdata.txt to determine how the superseded data were derived.
 LX6133
 LX6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0511596950(NAD 83)
 LX6133
 LX6133  HISTORY     - Date     Condition        Report By
 LX6133  HISTORY     - 1934     MONUMENTED       CGS
 LX6133  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6133
 LX6133                          STATION DESCRIPTION
 LX6133
 LX6133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6133'THIS BARN IS N OF THE BOSS FARMERS RESIDENCE ON THE WHITE
 LX6133'BIRCH FARM OF J.W. DARLEY.  IT IS N OF ROUTE 9, ABOUT 1 MILE
 LX6133'OUT OF THE VILLAGE OF HIGGANUM.
 LX6133'
 LX6133'THE BARN IS A LARGE, RATHER LOW BUILDING WITH GABLES FACING
 LX6133'N AND S.  THERE IS A SINGLE SILO AT THE W SIDE NEAR THE S
 LX6133'END.  A SMALL SHED ROOFED BUILDING IS ATTACHED TO THE E SIDE.
 LX6133'
 LX6133'A SQUARE WOODEN VENTILATING CUPOLA IS AT THE MIDDLE OF THE
 LX6133'BARN ROOF.  DOUBLE OPENINGS IN EACH SIDE OF THE CUPOLA ARE
 LX6133'CLOSED WITH GREEN LOUVRES.  THE PYRAMIDAL SHINGLED ROOF
 LX6133'HAS A WHITE WOODEN FINIAL AT THE APEX.
 LX6133'
 LX6133'CENTER IS THE CUPOLA FINIAL.
 LX6133'
 LX6133'BARN IS PAINTED WHITE WITH A VERY LITTLE GREEN TRIM.
 LX6133
 LX6133                          STATION RECOVERY (1948)
 LX6133
 LX6133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6133'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6134 ***********************************************************************
 LX6134  DESIGNATION -  DARLEYS CHIMNEY
 LX6134  PID         -  LX6134
 LX6134  STATE/COUNTY-  CT/MIDDLESEX
 LX6134  USGS QUAD   -  HADDAM (1971)
 LX6134
 LX6134                         *CURRENT SURVEY CONTROL
 LX6134  ___________________________________________________________________
 LX6134* NAD 83(1996)-  41 29 52.85174(N)    072 32 28.17526(W)     ADJUSTED  
 LX6134* NAVD 88     -                                                        
 LX6134  ___________________________________________________________________
 LX6134  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LX6134  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6134
 LX6134  HORZ ORDER  -  THIRD
 LX6134
 LX6134.The horizontal coordinates were established by classical geodetic methods
 LX6134.and adjusted by the National Geodetic Survey in August 1998..
 LX6134
 LX6134
 LX6134.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6134
 LX6134.The geoid height was determined by GEOID03.
 LX6134
 LX6134;                    North         East     Units Scale Factor Converg.
 LX6134;SPC CT       -   226,239.613   322,238.192   MT  0.99998333   +0 08 18.5
 LX6134;SPC CT       -   742,254.46  1,057,209.80   sFT  0.99998333   +0 08 18.5
 LX6134;UTM  18      - 4,596,962.689   705,235.683   MT  1.00011839   +1 37 47.2
 LX6134
 LX6134                          SUPERSEDED SURVEY CONTROL
 LX6134
 LX6134  NAD 83(1992)-  41 29 52.85100(N)    072 32 28.17515(W) AD(       ) 4
 LX6134  NAD 83(1986)-  41 29 52.85292(N)    072 32 28.17762(W) AD(       ) 4
 LX6134  NAD 27      -  41 29 52.49000(N)    072 32 29.86600(W) AD(       ) 3
 LX6134
 LX6134.Superseded values are not recommended for survey control.
 LX6134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6134.See file dsdata.txt to determine how the superseded data were derived.
 LX6134
 LX6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0523696963(NAD 83)
 LX6134
 LX6134  HISTORY     - Date     Condition        Report By
 LX6134  HISTORY     - 1934     MONUMENTED       CGS
 LX6134  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6134  HISTORY     - 1989     GOOD             USPSQD
 LX6134
 LX6134                          STATION DESCRIPTION
 LX6134
 LX6134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6134'THE RESIDENCE OF J.W. DARLEY IS ON WHITE BIRCH FARM ON THE
 LX6134'N SIDE OF ROUTE 9, 1 MILE OUT OF THE VILLAGE OF HIGGANUM.
 LX6134'
 LX6134'THE HOUSE IS A 2-1/2 STORY WHITE-FRAME STRUCTURE WITH A
 LX6134'PYRAMIDAL SHINGLED ROOF.  SEVERAL DORMERS AND SMALL GABLES VARY
 LX6134'GENERAL LINES OF THE ROOF.
 LX6134'
 LX6134'THERE ARE TWO WHITE-BRICK CHIMNEYS.  ONE IS AT THE E SIDE
 LX6134'OF THE HOUSE AND ONE JUST N OF THE ROOF APEX.
 LX6134'
 LX6134'CENTER IS THE CENTER LINE OF THE TALLER CHIMNEY.
 LX6134'
 LX6134'THIS HOUSE IS A PROMINENT MARK FOR A LIMITED STRETCH OF THE RIVER.
 LX6134
 LX6134                          STATION RECOVERY (1969)
 LX6134
 LX6134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6134'THE STATION WAS RECOVERED BY BOAT IN APPARENT GOOD CONDITION.  THE
 LX6134'DESCRIPTION IS ADEQUATE.
 LX6134
 LX6134                          STATION RECOVERY (1989)
 LX6134
 LX6134'RECOVERY NOTE BY US POWER SQUADRON 1989 (ETB)
 LX6134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5464 ***********************************************************************
 LX5464  DESIGNATION -  DARROW FLAGPOLE
 LX5464  PID         -  LX5464
 LX5464  STATE/COUNTY-  CT/NEW LONDON
 LX5464  USGS QUAD   -  NIANTIC (1983)
 LX5464
 LX5464                         *CURRENT SURVEY CONTROL
 LX5464  ___________________________________________________________________
 LX5464* NAD 83(1996)-  41 20 52.07812(N)    072 10 56.10661(W)     ADJUSTED  
 LX5464* NAVD 88     -                                                        
 LX5464  ___________________________________________________________________
 LX5464  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LX5464  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5464
 LX5464  HORZ ORDER  -  THIRD
 LX5464
 LX5464.The horizontal coordinates were established by classical geodetic methods
 LX5464.and adjusted by the National Geodetic Survey in August 1998..
 LX5464
 LX5464
 LX5464.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5464
 LX5464.The geoid height was determined by GEOID03.
 LX5464
 LX5464;                    North         East     Units Scale Factor Converg.
 LX5464;SPC CT       -   209,691.700   352,315.334   MT  0.99998837   +0 22 35.2
 LX5464;SPC CT       -   687,963.52  1,155,887.89   sFT  0.99998837   +0 22 35.2
 LX5464;SPC NY L     -   132,744.129   452,123.863   MT  1.00003258   +1 11 20.2
 LX5464;SPC NY L     -   435,511.36  1,483,343.04   sFT  1.00003258   +1 11 20.2
 LX5464;UTM  18      - 4,581,198.393   735,739.114   MT  1.00028398   +1 51 44.4
 LX5464
 LX5464                          SUPERSEDED SURVEY CONTROL
 LX5464
 LX5464  NAD 83(1992)-  41 20 52.07703(N)    072 10 56.10593(W) AD(       ) 4
 LX5464  NAD 83(1986)-  41 20 52.07842(N)    072 10 56.11036(W) AD(       ) 4
 LX5464  NAD 27      -  41 20 51.74000(N)    072 10 57.83600(W) AD(       ) 3
 LX5464
 LX5464.Superseded values are not recommended for survey control.
 LX5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5464.See file dsdata.txt to determine how the superseded data were derived.
 LX5464
 LX5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3573981198(NAD 83)
 LX5464_MARKER: 62 = FLAGPOLE
 LX5464
 LX5464  HISTORY     - Date     Condition        Report By
 LX5464  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5464  HISTORY     - 1954     GOOD             CGS
 LX5464  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5464
 LX5464                          STATION DESCRIPTION
 LX5464
 LX5464'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5464'THE FLAGPOLE IS LOCATED IN THE PINE GROVE AT THE SE END OF SANDY
 LX5464'POINT ABOUT 50 FEET N OF THE S BANK AND 12 FEET E OF A WIRE
 LX5464'FENCE.  THE POLE IS ABOUT 10 INCHES IN DIAMETER AND IS SET IN A
 LX5464'CIRCULAR CONCRETE BASE FLUSH WITH THE GROUND.  THE STATION IS
 LX5464'THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 50 FEET.
 LX5464
 LX5464                          STATION RECOVERY (1954)
 LX5464
 LX5464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5464'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX5464
 LX5464                          STATION RECOVERY (1984)
 LX5464
 LX5464'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5464'DARROW FLAGPOLE 1934 MRS. PORTER, DAUGHTER OF MR. DARROW, USED TO PUT
 LX5464'FLAG ON DARROWS FLAGPOLE.  SHE STATES THAT THE POLE IS NO LONGER IN
 LX5464'EXISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6416 ***********************************************************************
 LX6416  DESIGNATION -  DARROW ISLAND E FLAGPOLE
 LX6416  PID         -  LX6416
 LX6416  STATE/COUNTY-  CT/NEW HAVEN
 LX6416  USGS QUAD   -  BRANFORD (1984)
 LX6416
 LX6416                         *CURRENT SURVEY CONTROL
 LX6416  ___________________________________________________________________
 LX6416* NAD 83(1996)-  41 15 00.90409(N)    072 51 01.95362(W)     ADJUSTED  
 LX6416* NAVD 88     -                                                        
 LX6416  ___________________________________________________________________
 LX6416  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6416  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6416
 LX6416  HORZ ORDER  -  THIRD
 LX6416
 LX6416.The horizontal coordinates were established by classical geodetic methods
 LX6416.and adjusted by the National Geodetic Survey in August 1998..
 LX6416
 LX6416
 LX6416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6416
 LX6416.The geoid height was determined by GEOID03.
 LX6416
 LX6416;                    North         East     Units Scale Factor Converg.
 LX6416;SPC CT       -   198,706.911   296,373.551   MT  0.99999531   -0 03 60.0
 LX6416;SPC CT       -   651,924.26    972,352.23   sFT  0.99999531   -0 03 60.0
 LX6416;SPC NY L     -   120,963.842   396,342.186   MT  1.00001925   +0 45 06.6
 LX6416;SPC NY L     -   396,862.20  1,300,332.66   sFT  1.00001925   +0 45 06.6
 LX6416;UTM  18      - 4,568,765.825   680,092.787   MT  0.99999917   +1 25 03.4
 LX6416
 LX6416                          SUPERSEDED SURVEY CONTROL
 LX6416
 LX6416  NAD 83(1992)-  41 15 00.90320(N)    072 51 01.95341(W) AD(       ) 4
 LX6416  NAD 83(1986)-  41 15 00.90468(N)    072 51 01.95692(W) AD(       ) 4
 LX6416  NAD 27      -  41 15 00.55500(N)    072 51 03.59700(W) AD(       ) 3
 LX6416
 LX6416.Superseded values are not recommended for survey control.
 LX6416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6416.See file dsdata.txt to determine how the superseded data were derived.
 LX6416
 LX6416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8009368766(NAD 83)
 LX6416
 LX6416  HISTORY     - Date     Condition        Report By
 LX6416  HISTORY     - 1933     MONUMENTED       CGS
 LX6416  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6416
 LX6416                          STATION DESCRIPTION
 LX6416
 LX6416'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6416'THIS POLE IS ON THE ROCKS THAT MARK THE EASTERN END OF
 LX6416'DARROW ISLAND.  IT IS A SINGLE STICK ABOUT 30 FEET HIGH
 LX6416'AND PAINTED WHITE.
 LX6416'
 LX6416'POLE SHOWS JUST TO THE EASTWARD OF PROMINENT WHITE TWIN,
 LX6416'CONNECTED COTTAGES.
 LX6416'
 LX6416'CENTER IS THE CENTER LINE OF THE POLE.
 LX6416
 LX6416                          STATION RECOVERY (1961)
 LX6416
 LX6416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6416'STATION COULD NOT BE FOUND.  THERE ARE NO FLAGPOLES ON THE
 LX6416'ISLAND.  THIS STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6363 ***********************************************************************
 LX6363  DESIGNATION -  DARROW ISLAND W FLAGPOLE
 LX6363  PID         -  LX6363
 LX6363  STATE/COUNTY-  CT/NEW HAVEN
 LX6363  USGS QUAD   -  
 LX6363
 LX6363                         *CURRENT SURVEY CONTROL
 LX6363  ___________________________________________________________________
 LX6363* NAD 83(1996)-  41 14 59.89900(N)    072 51 11.04216(W)     ADJUSTED  
 LX6363* NAVD 88     -                                                        
 LX6363  ___________________________________________________________________
 LX6363  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6363  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6363
 LX6363  HORZ ORDER  -  THIRD
 LX6363
 LX6363.The horizontal coordinates were established by classical geodetic methods
 LX6363.and adjusted by the National Geodetic Survey in August 1998..
 LX6363
 LX6363
 LX6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6363
 LX6363.The geoid height was determined by GEOID03.
 LX6363
 LX6363;                    North         East     Units Scale Factor Converg.
 LX6363;SPC CT       -   198,676.154   296,161.913   MT  0.99999533   -0 04 06.0
 LX6363;SPC CT       -   651,823.35    971,657.88   sFT  0.99999533   -0 04 06.0
 LX6363;SPC NY L     -   120,930.064   396,131.004   MT  1.00001921   +0 45 00.7
 LX6363;SPC NY L     -   396,751.38  1,299,639.80   sFT  1.00001921   +0 45 00.7
 LX6363;UTM  18      - 4,568,729.596   679,882.016   MT  0.99999824   +1 24 57.4
 LX6363
 LX6363                          SUPERSEDED SURVEY CONTROL
 LX6363
 LX6363  NAD 83(1992)-  41 14 59.89810(N)    072 51 11.04196(W) AD(       ) 4
 LX6363  NAD 83(1986)-  41 14 59.89958(N)    072 51 11.04547(W) AD(       ) 4
 LX6363  NAD 27      -  41 14 59.55000(N)    072 51 12.68600(W) AD(       ) 3
 LX6363
 LX6363.Superseded values are not recommended for survey control.
 LX6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6363.See file dsdata.txt to determine how the superseded data were derived.
 LX6363
 LX6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7988268730(NAD 83)
 LX6363
 LX6363  HISTORY     - Date     Condition        Report By
 LX6363  HISTORY     - 1933     MONUMENTED       CGS
 LX6363  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6363
 LX6363                          STATION DESCRIPTION
 LX6363
 LX6363'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6363'THIS IS A PROMINENT WHITE FLAGPOLE ALMOST IN THE MIDDLE OF
 LX6363'DARROW ISLAND IN AN E-W DIRECTION.  IT IS JUST W OF A VERY SMALL
 LX6363'SHINGLED COTTAGE WITH RED ROOF.
 LX6363'
 LX6363'FLAGPOLE IS DISTINGUISHED BY CROSS-TREES AND TOPMAST.
 LX6363'
 LX6363'CENTER IS THE CENTER LINE OF THE LOWER SECTION OF THE POLE.
 LX6363
 LX6363                          STATION RECOVERY (1961)
 LX6363
 LX6363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6363'STATION COULD NOT BE FOUND.  THERE ARE NO FLAGPOLE ON THE
 LX6363'ISLAND NOW.  THIS STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6415 ***********************************************************************
 LX6415  DESIGNATION -  DARROW ISLAND WHITE CHIMNEY
 LX6415  PID         -  LX6415
 LX6415  STATE/COUNTY-  CT/NEW HAVEN
 LX6415  USGS QUAD   -  BRANFORD (1984)
 LX6415
 LX6415                         *CURRENT SURVEY CONTROL
 LX6415  ___________________________________________________________________
 LX6415* NAD 83(1996)-  41 15 01.56768(N)    072 51 02.76141(W)     ADJUSTED  
 LX6415* NAVD 88     -                                                        
 LX6415  ___________________________________________________________________
 LX6415  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6415  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6415
 LX6415  HORZ ORDER  -  THIRD
 LX6415
 LX6415.The horizontal coordinates were established by classical geodetic methods
 LX6415.and adjusted by the National Geodetic Survey in August 1998..
 LX6415
 LX6415
 LX6415.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6415
 LX6415.The geoid height was determined by GEOID03.
 LX6415
 LX6415;                    North         East     Units Scale Factor Converg.
 LX6415;SPC CT       -   198,727.405   296,354.767   MT  0.99999529   -0 04 00.5
 LX6415;SPC CT       -   651,991.49    972,290.60   sFT  0.99999529   -0 04 00.5
 LX6415;SPC NY L     -   120,984.066   396,323.112   MT  1.00001927   +0 45 06.1
 LX6415;SPC NY L     -   396,928.56  1,300,270.08   sFT  1.00001927   +0 45 06.1
 LX6415;UTM  18      - 4,568,785.825   680,073.479   MT  0.99999909   +1 25 02.9
 LX6415
 LX6415                          SUPERSEDED SURVEY CONTROL
 LX6415
 LX6415  NAD 83(1992)-  41 15 01.56679(N)    072 51 02.76120(W) AD(       ) 4
 LX6415  NAD 83(1986)-  41 15 01.56827(N)    072 51 02.76472(W) AD(       ) 4
 LX6415  NAD 27      -  41 15 01.22000(N)    072 51 04.40600(W) AD(       ) 3
 LX6415
 LX6415.Superseded values are not recommended for survey control.
 LX6415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6415.See file dsdata.txt to determine how the superseded data were derived.
 LX6415
 LX6415_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8007368786(NAD 83)
 LX6415
 LX6415  HISTORY     - Date     Condition        Report By
 LX6415  HISTORY     - 1933     MONUMENTED       CGS
 LX6415  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6415
 LX6415                          STATION DESCRIPTION
 LX6415
 LX6415'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6415'THIS IS MOST EASTERLY HOUSE ON DARROW ISLAND.  IT IS REALLY
 LX6415'TWO HOUSES WITH COVERED CONNECTION.  THREE CHIMNEYS SHOW.
 LX6415'
 LX6415'CENTER IS THE CENTER LINE OF THE MIDDLE AND LARGEST
 LX6415'CHIMNEY.  THIS CHIMNEY APPEARS TO RISE FROM CONNECTING PART
 LX6415'OF THE HOUSES.
 LX6415'
 LX6415'ROOF LINE APPEARS THUS FROM N AND S.
 LX6415
 LX6415                          STATION RECOVERY (1961)
 LX6415
 LX6415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6415'STATION COULD NOT BE FOUND.  THERE ARE NO DOUBLE HOUSES WITH
 LX6415'THREE CHIMNEYS.  THIS STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6366 ***********************************************************************
 LX6366  DESIGNATION -  DARROW ROCKS FLAGPOLE
 LX6366  PID         -  LX6366
 LX6366  STATE/COUNTY-  CT/NEW HAVEN
 LX6366  USGS QUAD   -  
 LX6366
 LX6366                         *CURRENT SURVEY CONTROL
 LX6366  ___________________________________________________________________
 LX6366* NAD 83(1996)-  41 14 45.63013(N)    072 51 28.21786(W)     ADJUSTED  
 LX6366* NAVD 88     -                                                        
 LX6366  ___________________________________________________________________
 LX6366  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LX6366  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6366
 LX6366  HORZ ORDER  -  THIRD
 LX6366
 LX6366.The horizontal coordinates were established by classical geodetic methods
 LX6366.and adjusted by the National Geodetic Survey in August 1998..
 LX6366
 LX6366
 LX6366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6366
 LX6366.The geoid height was determined by GEOID03.
 LX6366
 LX6366;                    North         East     Units Scale Factor Converg.
 LX6366;SPC CT       -   198,236.455   295,761.475   MT  0.99999567   -0 04 17.4
 LX6366;SPC CT       -   650,380.77    970,344.11   sFT  0.99999567   -0 04 17.4
 LX6366;SPC NY L     -   120,484.679   395,736.879   MT  1.00001873   +0 44 49.4
 LX6366;SPC NY L     -   395,290.15  1,298,346.74   sFT  1.00001873   +0 44 49.4
 LX6366;UTM  18      - 4,568,279.671   679,493.101   MT  0.99999652   +1 24 45.7
 LX6366
 LX6366                          SUPERSEDED SURVEY CONTROL
 LX6366
 LX6366  NAD 83(1992)-  41 14 45.62924(N)    072 51 28.21765(W) AD(       ) 4
 LX6366  NAD 83(1986)-  41 14 45.63071(N)    072 51 28.22115(W) AD(       ) 4
 LX6366  NAD 27      -  41 14 45.28300(N)    072 51 29.86000(W) AD(       ) 3
 LX6366
 LX6366.Superseded values are not recommended for survey control.
 LX6366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6366.See file dsdata.txt to determine how the superseded data were derived.
 LX6366
 LX6366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7949368280(NAD 83)
 LX6366
 LX6366  HISTORY     - Date     Condition        Report By
 LX6366  HISTORY     - 1933     MONUMENTED       CGS
 LX6366  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6366  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6366  HISTORY     - 1987     GOOD             USPSQD
 LX6366
 LX6366                          STATION DESCRIPTION
 LX6366
 LX6366'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6366'THIS STATION IS A SHORT, ONE-PIECE FLAGPOLE ON THE LARGEST OF THE
 LX6366'DARROW ROCKS.  IT IS PAINTED WHITE AND IS SECURED BY AN IRON
 LX6366'BAND WITH FOUR IRON RODS TYING IT TO THE LEDGE.
 LX6366'
 LX6366'IT IS BELIEVED TO BE A SIGNAL OF THE CONNECTICUT SHELLFISH
 LX6366'COMMISSION.
 LX6366'
 LX6366'CENTER IS THE CENTER LINE OF THE POLE.
 LX6366
 LX6366                          STATION RECOVERY (1961)
 LX6366
 LX6366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6366'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6366'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6366
 LX6366                          STATION RECOVERY (1962)
 LX6366
 LX6366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6366'THIS STATION WAS NOT VISITED BY THE OBSERVING PARTY, HOWEVER
 LX6366'ANGLES WERE TURNED FROM STATION LOOP 1933, AND RESULTS
 LX6366'INDICATED THE STATION TO BE IN THE SAME POSITION AS 1933
 LX6366'OBSERVATIONS.
 LX6366'
 LX6366'THE STATION IS A FLAGPOLE ON THE LARGEST OF DARROW ROCKS,
 LX6366'PAINTED WHITE AND ABOUT 20 FEET IN HEIGHT.
 LX6366
 LX6366                          STATION RECOVERY (1987)
 LX6366
 LX6366'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHM)
 LX6366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5823 ***********************************************************************
 LX5823  DESIGNATION -  DAVIDSONS GABLE
 LX5823  PID         -  LX5823
 LX5823  STATE/COUNTY-  CT/NEW LONDON
 LX5823  USGS QUAD   -  OLD LYME (1976)
 LX5823
 LX5823                         *CURRENT SURVEY CONTROL
 LX5823  ___________________________________________________________________
 LX5823* NAD 83(1996)-  41 20 32.90460(N)    072 19 17.47893(W)     ADJUSTED  
 LX5823* NAVD 88     -                                                        
 LX5823  ___________________________________________________________________
 LX5823  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LX5823  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5823
 LX5823  HORZ ORDER  -  THIRD
 LX5823
 LX5823.The horizontal coordinates were established by classical geodetic methods
 LX5823.and adjusted by the National Geodetic Survey in August 1998..
 LX5823
 LX5823
 LX5823.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5823
 LX5823.The geoid height was determined by GEOID03.
 LX5823
 LX5823;                    North         East     Units Scale Factor Converg.
 LX5823;SPC CT       -   209,033.021   340,662.894   MT  0.99998868   +0 17 02.8
 LX5823;SPC CT       -   685,802.50  1,117,658.18   sFT  0.99998868   +0 17 02.8
 LX5823;UTM  18      - 4,580,237.524   724,104.622   MT  1.00021812   +1 46 12.1
 LX5823
 LX5823                          SUPERSEDED SURVEY CONTROL
 LX5823
 LX5823  NAD 83(1992)-  41 20 32.90362(N)    072 19 17.47856(W) AD(       ) 4
 LX5823  NAD 83(1986)-  41 20 32.90546(N)    072 19 17.48198(W) AD(       ) 4
 LX5823  NAD 27      -  41 20 32.56000(N)    072 19 19.20000(W) AD(       ) 3
 LX5823
 LX5823.Superseded values are not recommended for survey control.
 LX5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5823.See file dsdata.txt to determine how the superseded data were derived.
 LX5823
 LX5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2410580238(NAD 83)
 LX5823
 LX5823  HISTORY     - Date     Condition        Report By
 LX5823  HISTORY     - 1935     MONUMENTED       CGS
 LX5823  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5823  HISTORY     - 20030507 MARK NOT FOUND   USPSQD
 LX5823
 LX5823                          STATION DESCRIPTION
 LX5823
 LX5823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5823'THE RESIDENCE OF C.C. DAVIDSON FACES W ON THE E SIDE OF SILL LANE,
 LX5823'1 MILE N OF THE BOSTON POST ROAD.  THE HOUSE IS 2-STORIES HIGH AND
 LX5823'IS ABOUT 15 METERS FROM THE CENTER LINE OF THE HIGHWAY.  AN
 LX5823'ENCLOSED STUCCO SUN PORCH IS ATTACHED TO THE W END.
 LX5823'
 LX5823'A 2-STORY WING IS ATTACHED TO THE S SIDE NEAR THE E END.  THERE
 LX5823'ARE THREE CHIMNEYS ON THE HOUSE, ONE OF RED BRICK AT THE S GABLE
 LX5823'OF THE WING, ONE NEAR THE SW CORNER OF THE MAIN HOUSE AND ONE IN
 LX5823'THE MIDDLE OF THE MAIN ROOF.  THE LATTER TWO ARE WHITE.
 LX5823'
 LX5823'THE W GABLE IS SMOOTHLY BOARDED AND HAS A WIDE RECTANGULAR WINDOW.
 LX5823'
 LX5823'CENTER IS THE APEX OF THE W GABLE.
 LX5823
 LX5823                          STATION RECOVERY (1961)
 LX5823
 LX5823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5823'STATION WAS RECOVERED IN GOOD CONDITION.  G.C.M.S 1935 DESCRIPTION
 LX5823'IS COMPLETE AND ADEQUATE FOR RECOVERY.
 LX5823
 LX5823                          STATION RECOVERY (2003)
 LX5823
 LX5823'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX5823' 
 LX5823' 
 LX5823' 
 LX5823' 
 LX5823' 
 LX5823' 
 LX5823' 
 LX5823' 
 LX5823' 
 LX5823' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6685 ***********************************************************************
 LX6685  DESIGNATION -  DAY HILL
 LX6685  PID         -  LX6685
 LX6685  STATE/COUNTY-  CT/HARTFORD
 LX6685  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6685
 LX6685                         *CURRENT SURVEY CONTROL
 LX6685  ___________________________________________________________________
 LX6685* NAD 83(1996)-  41 52 17.19473(N)    072 40 01.43130(W)     ADJUSTED  
 LX6685* NAVD 88     -        65.5    (meters)     215.     (feet)  VERTCON   
 LX6685  ___________________________________________________________________
 LX6685  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LX6685  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX6685
 LX6685  HORZ ORDER  -  FIRST
 LX6685
 LX6685.The horizontal coordinates were established by classical geodetic methods
 LX6685.and adjusted by the National Geodetic Survey in August 1998..
 LX6685
 LX6685.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6685
 LX6685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6685
 LX6685.The geoid height was determined by GEOID03.
 LX6685
 LX6685;                    North         East     Units Scale Factor Converg.
 LX6685;SPC CT       -   267,697.021   311,685.715   MT  1.00000049   +0 03 18.0
 LX6685;SPC CT       -   878,269.31  1,022,588.88   sFT  1.00000049   +0 03 18.0
 LX6685;UTM  18      - 4,638,134.416   693,602.516   MT  1.00006125   +1 33 27.5
 LX6685
 LX6685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6685!SPC CT       -   0.99999431  x   1.00000049  =   0.99999480
 LX6685!UTM  18      -   0.99999431  x   1.00006125  =   1.00005556
 LX6685
 LX6685|---------------------------------------------------------------------|
 LX6685| PID    Reference Object                     Distance      Geod. Az  |
 LX6685|                                                           dddmmss.s |
 LX6685| CZ7272 DAY HILL RM 1                        19.951 METERS 02234     |
 LX6685| LX6708 DAY HILL AZ MK                      APPROX. 0.6 KM 2645217.3 |
 LX6685| CZ7273 DAY HILL RM 2                        14.436 METERS 28505     |
 LX6685| LX6686 DAY HILL ROAD STANDPIPE              14.285 METERS 33857     |
 LX6685|---------------------------------------------------------------------|
 LX6685
 LX6685                          SUPERSEDED SURVEY CONTROL
 LX6685
 LX6685  NAD 83(1996)-  41 52 17.19450(N)    072 40 01.43137(W) AD(       ) 1
 LX6685  NAD 83(1992)-  41 52 17.19492(N)    072 40 01.43175(W) AD(       ) 1
 LX6685  NAD 83(1992)-  41 52 17.19559(N)    072 40 01.43254(W) AD(       ) 1
 LX6685  NAD 83(1986)-  41 52 17.19622(N)    072 40 01.43286(W) AD(       ) 1
 LX6685  NAD 27      -  41 52 16.83861(N)    072 40 03.10398(W) AD(       ) 1
 LX6685  NGVD 29 (07/19/86)   65.7    (m)          216.     (f) VERT ANG       
 LX6685
 LX6685.Superseded values are not recommended for survey control.
 LX6685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6685.See file dsdata.txt to determine how the superseded data were derived.
 LX6685
 LX6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9360338134(NAD 83)
 LX6685_MARKER: DS = TRIANGULATION STATION DISK
 LX6685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6685+STABILITY: SURFACE MOTION
 LX6685
 LX6685  HISTORY     - Date     Condition        Report By
 LX6685  HISTORY     - 1979     MONUMENTED       NGS
 LX6685  HISTORY     - 20040528 POOR             USPSQD
 LX6685
 LX6685                          STATION DESCRIPTION
 LX6685
 LX6685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6685'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF WINDSOR
 LX6685'4-3/4 MILES SOUTHWEST OF WINDSOR LOCKS, 4-1/4 MILES NORTHEAST OF
 LX6685'BLOOMFIELD AND ON PROPERTY OF H.C. TRALL AND SONS INC. OF 25 DAY
 LX6685'HILL ROAD, WINDSOR, CONNECTICUT 06095.
 LX6685'
 LX6685'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 91
 LX6685'AND STATE HIGHWAY 75, GO NORTHWEST ON HIGHWAY 75 FOR 0.1 MILE TO
 LX6685'A SIDE ROAD LEFT (DAY HILL ROAD).  TURN LEFT AND GO WEST ON DAY
 LX6685'HILL ROAD FOR 0.25 MILE TO A TRACK ROAD LEFT AND A BARN ON THE
 LX6685'LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST ON
 LX6685'DAY HILL ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT ON
 LX6685'ADDISON ROAD AND GO SOUTH FOR 0.05 MILE TO A SIDE ROAD RIGHT
 LX6685'(ENTRANCE TO THE EMHART VISITOR PARKING LOT).  TURN RIGHT INTO
 LX6685'SIDE ROAD AND GO ABOUT 100 FEET TO A SIDE ROAD LEFT.  TURN LEFT
 LX6685'AND GO FOR 0.05 MILE TO THE MARK ON LEFT AT THE SOUTHEAST
 LX6685'CORNER OF THE
 LX6685'PARKING LOT AS DESCRIBED.)  TURN LEFT ACROSS THE EAST BOUND LANE
 LX6685'FOR 0.05 MILE TO THE BARN.  HERE BEAR LEFT AND GO EAST FOR 0.05
 LX6685'MILE TO A BREAK IN FENCE LINE.  BEAR RIGHT PASSING THROUGH FENCE
 LX6685'AND GO SOUTH FOR 0.1 MILE TO A FENCE AROUND THE STANDPIPE AND THE
 LX6685'STATION ON THE SOUTH SIDE OF THE STANDPIPE AS DESCRIBED.
 LX6685'
 LX6685'THE STATION IS A STANDARD NGS DISK
 LX6685'STAMPED---DAY HILL 1979---,
 LX6685'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6685'FLUSH WITH GROUND.  IT IS LOCATED
 LX6685'44 FEET WEST FROM A NORTH-SOUTH FENCE LINE,
 LX6685'42.2 FEET EAST FROM A NORTH-SOUTH FENCE LINE AND
 LX6685'8.5 FEET NORTH FROM A EAST-WEST FENCE LINE AND METAL WITNESS POST.
 LX6685'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6685'STAMPED---DAY HILL 1979---,
 LX6685'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6685'
 LX6685'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6685'STAMPED---DAY HILL NO 1 1979---,
 LX6685'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6685'FLUSH WITH GROUND.  IT IS LOCATED
 LX6685'54.5 FEET NORTH-NORTHWEST FROM A FENCE CORNER,
 LX6685'29 FEET EAST-NORTHEAST FROM THE STANDPIPE
 LX6685'2.7 FEET NORTHWEST FROM A METAL WITNESS POST AND
 LX6685'1.9 FEET WEST FROM NORTH-SOUTH FENCE LINE.
 LX6685'MARK IS BELOW STATION 0.30 METERS.
 LX6685'
 LX6685'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6685'STAMPED---DAY HILL NO 2 1979---,
 LX6685'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6685'FLUSH WITH GROUND.  IT IS LOCATED
 LX6685'53 FEET NORTHWEST FROM A METAL WITNESS POST,
 LX6685'37.9 FEET NORTH FROM A FENCE CORNER,
 LX6685'29.6 FEET WEST FROM THE WEST-SIDE WATER OUTLET COVER ON THE
 LX6685'STANDPIPE,
 LX6685'2.4 FEET SOUTH FROM A METAL WITNESS POST AND
 LX6685'1.1 FEET EAST-SOUTHEAST FROM A NORTH-SOUTH FENCE LINE.
 LX6685'MARK IS BELOW STATION 0.91 METERS.
 LX6685'
 LX6685'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6685'STAMPED---DAY HILL 1979---,
 LX6685'CEMENTED IN A DRILL HOLE IN THE EAST END OF A CONCRETE SIDEWALK
 LX6685'BY THE EMHART COMPANY.
 LX6685'IT IS LOCATED
 LX6685'82 FEET EAST FROM THE NORTHEAST CORNER OF A BRICK BUILDING,
 LX6685'35.6 FEET NORTH-NORTHEAST FROM A FIRE HYDRANT,
 LX6685'21.3 FEET WEST FROM A LAMP POLE WITH LIGHT AND
 LX6685'9.9 FEET SOUTHWEST FROM THE SOUTH EDGE OF THE PARKING LOT.
 LX6685'
 LX6685'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF THE STANDPIPE.
 LX6685'
 LX6685'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 15.7 METERS.
 LX6685'
 LX6685'DESCRIBED BY R.L. RAMSEY, CHECKED BY G.A. MEANS.
 LX6685
 LX6685                          STATION RECOVERY (2004)
 LX6685
 LX6685'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRT)
 LX6685'TOWER AT REAR OF HILTON GARDEN INN ON CORPORATE DRIVE. NO WITNESS
 LX6685'POSTS NOR BARN REMAIN. REFERENCE MARKS 1 AND 2 LOCATED AS WAS AZIMUTH
 LX6685'MARK. EMHART GONE, IT IS NOW PERMASTEELISA CO. REFERENCE MARK ONE IS
 LX6685'DISLODGED AND TILTED AT ABOUT 15 DEGREES. BOTH REFERENCE MARKS WERE
 LX6685'ABOUT A FOOT INSIDE PERIMETER FENCE AND EASY TO LOCATE BY WALKING THE
 LX6685'FENCE. LOOKED FOR OVER AN HOUR FOR PRIMARY MARK WITHOUT SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6708 ***********************************************************************
 LX6708  DESIGNATION -  DAY HILL AZ MK
 LX6708  PID         -  LX6708
 LX6708  STATE/COUNTY-  CT/HARTFORD
 LX6708  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6708
 LX6708                         *CURRENT SURVEY CONTROL
 LX6708  ___________________________________________________________________
 LX6708* NAD 83(1996)-  41 52 15.53530(N)    072 40 26.15767(W)     ADJUSTED  
 LX6708* NAVD 88     -        57.7    (meters)     189.     (feet)  VERTCON   
 LX6708  ___________________________________________________________________
 LX6708  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LX6708  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX6708
 LX6708  HORZ ORDER  -  SECOND
 LX6708
 LX6708.The horizontal coordinates were established by classical geodetic methods
 LX6708.and adjusted by the National Geodetic Survey in August 1998..
 LX6708
 LX6708.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6708
 LX6708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6708
 LX6708.The geoid height was determined by GEOID03.
 LX6708
 LX6708;                    North         East     Units Scale Factor Converg.
 LX6708;SPC CT       -   267,645.298   311,115.561   MT  1.00000044   +0 03 01.6
 LX6708;SPC CT       -   878,099.62  1,020,718.30   sFT  1.00000044   +0 03 01.6
 LX6708;UTM  18      - 4,638,067.756   693,033.880   MT  1.00005854   +1 33 10.9
 LX6708
 LX6708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6708!SPC CT       -   0.99999553  x   1.00000044  =   0.99999597
 LX6708!UTM  18      -   0.99999553  x   1.00005854  =   1.00005407
 LX6708
 LX6708                          SUPERSEDED SURVEY CONTROL
 LX6708
 LX6708  NAD 83(1996)-  41 52 15.53508(N)    072 40 26.15774(W) AD(       ) 2
 LX6708  NAD 83(1992)-  41 52 15.53549(N)    072 40 26.15813(W) AD(       ) 2
 LX6708  NAD 83(1992)-  41 52 15.53617(N)    072 40 26.15892(W) AD(       ) 2
 LX6708  NAD 83(1986)-  41 52 15.53678(N)    072 40 26.15921(W) AD(       ) 2
 LX6708  NAD 27      -  41 52 15.17896(N)    072 40 27.82951(W) AD(       ) 2
 LX6708  NGVD 29 (07/19/86)   57.9    (m)          190.     (f) VERT ANG       
 LX6708
 LX6708.Superseded values are not recommended for survey control.
 LX6708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6708.See file dsdata.txt to determine how the superseded data were derived.
 LX6708
 LX6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9303438068(NAD 83)
 LX6708_MARKER: DZ = AZIMUTH MARK DISK
 LX6708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX6708+WITH SETTING: PAVEMENT
 LX6708_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6708+STABILITY: SURFACE MOTION
 LX6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6708+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2004
 LX6708
 LX6708  HISTORY     - Date     Condition        Report By
 LX6708  HISTORY     - 1979     MONUMENTED       NGS
 LX6708  HISTORY     - 20040528 GOOD             USPSQD
 LX6708
 LX6708                          STATION DESCRIPTION
 LX6708
 LX6708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6708'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF WINDSOR,
 LX6708'4-3/4 MILES SOUTHWEST OF WINDSOR LOCKS, 4-1/4 MILES NORTHEAST OF
 LX6708'BLOOMFIELD AND ON PROPERTY OF THE EMHART COMPANY.
 LX6708'
 LX6708'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 91
 LX6708'AND STATE HIGHWAY 75, GO NORTHWEST ON HIGHWAY 75 FOR 0.1 MILES
 LX6708'TO A SIDE ROAD LEFT (DAY HILL ROAD).  TURN LEFT AND GO WEST ON
 LX6708'DAY HILL ROAD FOR 0.25 MILE TO TRACK ROAD LEFT AND A BARN ON THE
 LX6708'LEFT.  CONTINUE WEST ON DAY HILL ROAD FOR 0.2 MILE TO A SIDE ROAD
 LX6708'LEFT.  TURN LEFT ON ADDISON ROAD AND GO SOUTH FOR 0.05 MILE TO A
 LX6708'SIDE ROAD RIGHT (ENTRANCE TO EMHART VISITOR PARKING LOT).
 LX6708'TURN RIGHT INTO SIDE ROAD AND GO ABOUT 100 FEET TO A SIDE
 LX6708'ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.05 MILE TO THE MARK ON
 LX6708'THE LEFT AT THE SOUTHEAST CORNER OF PARKING LOT AS DESCRIBED.
 LX6708'
 LX6708'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX6708'STAMPED---DAY HILL 1979---,
 LX6708'CEMENTED IN A DRILL HOLE IN THE EAST END OF A CONCRETE SIDEWALK
 LX6708'OF THE EMHART COMPANY.
 LX6708'IT IS LOCATED
 LX6708'82 FEET EAST FROM THE NORTHEAST CORNER OF A BRICK BUILDING,
 LX6708'35.6 FEET NORTH-NORTHEAST FROM A FIRE HYDRANT,
 LX6708'21.3 FEET WEST FROM A LAMP POLE WITH LIGHT AND
 LX6708'9.9 FEET SOUTHWEST FROM THE SOUTH EDGE OF THE PARKING LOT.
 LX6708'
 LX6708'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 LX6708'WERE ESTABLISHED FOR THIS STATION.
 LX6708'
 LX6708'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6708'
 LX6708'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DAY HILL
 LX6708'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX6708'
 LX6708'DESCRIBED BY R.L. RAMSEY, CHECKED BY G.A. MEANS.
 LX6708
 LX6708                          STATION RECOVERY (2004)
 LX6708
 LX6708'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRT)
 LX6708'EMHART NO LONGER OCCUPIES BUILDING, IT IS NOW PERMASTEELISA CO. BARN
 LX6708'MISSING. AZIMUTH MARK SET IN SIDEWALK AS DESCRIBED 11.1 FEET NORTH
 LX6708'NORTH EAST OF RED STANDPIPE VALVE CONTROL (CLOSEST OF TWO ON LAWN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6686 ***********************************************************************
 LX6686  DESIGNATION -  DAY HILL ROAD STANDPIPE
 LX6686  PID         -  LX6686
 LX6686  STATE/COUNTY-  CT/HARTFORD
 LX6686  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6686
 LX6686                         *CURRENT SURVEY CONTROL
 LX6686  ___________________________________________________________________
 LX6686* NAD 83(1996)-  41 52 17.62683(N)    072 40 01.65378(W)     ADJUSTED  
 LX6686* NAVD 88     -                                                        
 LX6686  ___________________________________________________________________
 LX6686  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LX6686  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX6686
 LX6686  HORZ ORDER  -  THIRD
 LX6686
 LX6686.The horizontal coordinates were established by classical geodetic methods
 LX6686.and adjusted by the National Geodetic Survey in August 1998..
 LX6686
 LX6686
 LX6686.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6686
 LX6686.The geoid height was determined by GEOID03.
 LX6686
 LX6686;                    North         East     Units Scale Factor Converg.
 LX6686;SPC CT       -   267,710.347   311,680.572   MT  1.00000050   +0 03 17.8
 LX6686;SPC CT       -   878,313.03  1,022,572.01   sFT  1.00000050   +0 03 17.8
 LX6686;UTM  18      - 4,638,147.604   693,597.024   MT  1.00006122   +1 33 27.3
 LX6686
 LX6686                          SUPERSEDED SURVEY CONTROL
 LX6686
 LX6686  NAD 83(1996)-  41 52 17.62660(N)    072 40 01.65385(W) AD(       ) 4
 LX6686  NAD 83(1992)-  41 52 17.62702(N)    072 40 01.65422(W) AD(       ) 4
 LX6686  NAD 83(1992)-  41 52 17.62770(N)    072 40 01.65502(W) AD(       ) 4
 LX6686  NAD 83(1986)-  41 52 17.62844(N)    072 40 01.65493(W) AD(       ) 4
 LX6686  NAD 27      -  41 52 17.27084(N)    072 40 03.32608(W) AD(       ) 3
 LX6686
 LX6686.Superseded values are not recommended for survey control.
 LX6686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6686.See file dsdata.txt to determine how the superseded data were derived.
 LX6686
 LX6686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9359738148(NAD 83)
 LX6686_MARKER: 52 = STANDPIPE TANK
 LX6686_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6686+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2004
 LX6686
 LX6686  HISTORY     - Date     Condition        Report By
 LX6686  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6686  HISTORY     - 20040528 GOOD             USPSQD
 LX6686
 LX6686                          STATION DESCRIPTION
 LX6686
 LX6686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6686'THE STATION, IS THE APEX OF VENT OF THE DAY HILL ROAD STANDPIPE.
 LX6686'IT HAS A CYLINDRICAL BODY, PAINTED LIGHT BLUE IN COLOR AND 87 FEET
 LX6686'IN HEIGHT.
 LX6686'
 LX6686'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF WINDSOR,
 LX6686'4-3/4 MILES SOUTHWEST OF WINDSOR LOCKS, 4-1/4 MILES NORTHEAST OF
 LX6686'BLOOMFIELD AND ON PROPERTY OF MR. H.C. TRALL AND SONS
 LX6686'INCORPERATED OF 25 DAY HILL ROAD, WINDSOR, CONNECTICUT 06095.  THE
 LX6686'STANDPIPE IS OWNED BY THE METROPOLITAN DISTRICT WATER COMMISSION.
 LX6686'
 LX6686'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 91
 LX6686'AND STATE HIGHWAY 75, GO NORTHWEST ON HIGHWAY 75 FOR 0.1 MILE TO
 LX6686'A SIDE ROAD LEFT, DAY HILL ROAD.  TURN LEFT AND GO WEST ON DAY
 LX6686'HILL ROAD FOR 0.25 MILE TO A TRACK ROAD LEFT AND A BARN ON THE
 LX6686'LEFT.  TURN LEFT ACROSS THE EAST BOUND LANE FOR 0.05 MILE TO THE
 LX6686'BARN.  HERE BEAR LEFT AND GO EAST FOR 0.05 MILE TO A BREAK IN
 LX6686'FENCE LINE.  BEAR RIGHT PASSING THROUGH FENCE AND GO SOUTH FOR 0.1
 LX6686'MILE TO A FENCED IN AREA AND THE STANDPIPE.
 LX6686'
 LX6686'DESCRIBED BY R.L. RAMSEY, CHECKED BY T.C. HALL.
 LX6686
 LX6686                          STATION RECOVERY (2004)
 LX6686
 LX6686'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRT)
 LX6686'OBVIOUS LANDMARK VISIBLE FOR GREAT DISTANCE. WELL MAINTAINED AREA
 LX6686'WITHIN NEW PERIMETER FENCE NOT AS DESCRIBED ABOVE THOUGH SOME STUBS OF
 LX6686'OLD POSTS FOR PREVIOUS FENCE REMAIN. LOCATED REAR OF HILTON GARDEN INN
 LX6686'ON CORPORATE DRIVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5967 ***********************************************************************
 LX5967  DESIGNATION -  DEEP RIVER SCHOOL CUPOLA
 LX5967  PID         -  LX5967
 LX5967  STATE/COUNTY-  CT/MIDDLESEX
 LX5967  USGS QUAD   -  DEEP RIVER (1971)
 LX5967
 LX5967                         *CURRENT SURVEY CONTROL
 LX5967  ___________________________________________________________________
 LX5967* NAD 83(1996)-  41 23 10.42292(N)    072 26 00.17203(W)     ADJUSTED  
 LX5967* NAVD 88     -                                                        
 LX5967  ___________________________________________________________________
 LX5967  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LX5967  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX5967
 LX5967  HORZ ORDER  -  THIRD
 LX5967
 LX5967.The horizontal coordinates were established by classical geodetic methods
 LX5967.and adjusted by the National Geodetic Survey in August 1998..
 LX5967
 LX5967
 LX5967.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5967
 LX5967.The geoid height was determined by GEOID03.
 LX5967
 LX5967;                    North         East     Units Scale Factor Converg.
 LX5967;SPC CT       -   213,852.045   331,282.870   MT  0.99998643   +0 12 35.8
 LX5967;SPC CT       -   701,612.92  1,086,883.88   sFT  0.99998643   +0 12 35.8
 LX5967;UTM  18      - 4,584,812.489   714,600.777   MT  1.00016680   +1 41 51.1
 LX5967
 LX5967                          SUPERSEDED SURVEY CONTROL
 LX5967
 LX5967  NAD 83(1992)-  41 23 10.42205(N)    072 26 00.17175(W) AD(       ) 4
 LX5967  NAD 83(1986)-  41 23 10.42394(N)    072 26 00.17479(W) AD(       ) 4
 LX5967  NAD 27      -  41 23 10.06500(N)    072 26 01.87900(W) AD(       ) 3
 LX5967
 LX5967.Superseded values are not recommended for survey control.
 LX5967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5967.See file dsdata.txt to determine how the superseded data were derived.
 LX5967
 LX5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1460184812(NAD 83)
 LX5967
 LX5967  HISTORY     - Date     Condition        Report By
 LX5967  HISTORY     - 1934     MONUMENTED       CGS
 LX5967  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5967  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5967
 LX5967                          STATION DESCRIPTION
 LX5967
 LX5967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5967'THE 2 1/2-STORY WHITE BUILDING OF THE DEEP RIVER GRAMMAR SCHOOL
 LX5967'IS LOCATED ABOUT 60 METERS WESTERLY OF HIGH STREET.  IT IS ALMOST
 LX5967'DIRECTLY ACROSS THE STREET FROM THE ENTRANCE TO FOUNTAIN HILL
 LX5967'CEMETERY.
 LX5967'
 LX5967'THE ROOF OF THE BUILDING IS VERY IRREGULAR WITH MANY GABLES
 LX5967'AND THREE CUPOLAS.  AT EACH OF THE E AND W WALLS THERE IS A
 LX5967'SHORT, SQUAT CUPOLA.
 LX5967'
 LX5967'THE BELL CUPOLA IS IN THE MIDDLE OF THE ROOF.  IT HAS FOUR,
 LX5967'SQUARE BELFRY OPENINGS AND A STEEP PYRAMIDAL ROOF.  A WHITE
 LX5967'FINIAL AT THE APEX SUPPORTS A WEATHER VANE.
 LX5967'
 LX5967'CENTER IS THE AXIS OF THE VANE.
 LX5967
 LX5967                          STATION RECOVERY (1961)
 LX5967
 LX5967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5967'THE BUILDING WAS DESTROYED BY FIRE ABOUT 1954.
 LX5967
 LX5967                          STATION RECOVERY (1997)
 LX5967
 LX5967'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6217 ***********************************************************************
 LX6217  DESIGNATION -  DEER
 LX6217  PID         -  LX6217
 LX6217  STATE/COUNTY-  CT/MIDDLESEX
 LX6217  USGS QUAD   -  CLINTON (1984)
 LX6217
 LX6217                         *CURRENT SURVEY CONTROL
 LX6217  ___________________________________________________________________
 LX6217* NAD 83(1996)-  41 21 13.40522(N)    072 36 15.37943(W)     ADJUSTED  
 LX6217* NAVD 88     -       115.5    (meters)     379.     (feet)  VERTCON   
 LX6217  ___________________________________________________________________
 LX6217  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 LX6217  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX6217
 LX6217  HORZ ORDER  -  FIRST
 LX6217
 LX6217.The horizontal coordinates were established by classical geodetic methods
 LX6217.and adjusted by the National Geodetic Survey in August 1998..
 LX6217
 LX6217.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6217
 LX6217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6217
 LX6217.The geoid height was determined by GEOID03.
 LX6217
 LX6217;                    North         East     Units Scale Factor Converg.
 LX6217;SPC CT       -   210,203.827   316,995.522   MT  0.99998805   +0 05 47.9
 LX6217;SPC CT       -   689,643.72  1,040,009.48   sFT  0.99998805   +0 05 47.9
 LX6217;UTM  18      - 4,580,794.126   700,410.895   MT  1.00009432   +1 35 00.2
 LX6217
 LX6217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6217!SPC CT       -   0.99998659  x   0.99998805  =   0.99997464
 LX6217!UTM  18      -   0.99998659  x   1.00009432  =   1.00008091
 LX6217
 LX6217:                Primary Azimuth Mark                     Grid Az
 LX6217:SPC CT       -  KILLINGWORTH CONG CH DOME                072 07 01.9
 LX6217:UTM  18      -  KILLINGWORTH CONG CH DOME                070 37 49.6
 LX6217
 LX6217|---------------------------------------------------------------------|
 LX6217| PID    Reference Object                     Distance      Geod. Az  |
 LX6217|                                                           dddmmss.s |
 LX6217| LX6198 KILLINGWORTH CONG CH DOME           APPROX. 3.4 KM 0721249.8 |
 LX6217| LX6193 STEVENS                             APPROX. 7.3 KM 1383009.7 |
 LX6217| LX6232 DEER AZ MK A PT                     251.018 METERS 15613     |
 LX6217| LX6233 DEER AZ MK                          254.343 METERS 15730     |
 LX6217| LX6216 KILLINGWORTH ST POLICE MAST         APPROX. 1.5 KM 1660752.4 |
 LX6217| LX6218 2988                                 41.236 METERS 19916     |
 LX6217| CZ7274 DEER RM 1                            26.509 METERS 31225     |
 LX6217|---------------------------------------------------------------------|
 LX6217
 LX6217                          SUPERSEDED SURVEY CONTROL
 LX6217
 LX6217  NAD 83(1992)-  41 21 13.40436(N)    072 36 15.37924(W) AD(       ) 1
 LX6217  NAD 83(1986)-  41 21 13.40645(N)    072 36 15.38219(W) AD(       ) 1
 LX6217  NAD 27      -  41 21 13.05530(N)    072 36 17.04447(W) AD(       ) 1
 LX6217  NGVD 29 (07/19/86)  115.8    (m)          380.     (f) VERT ANG       
 LX6217
 LX6217.Superseded values are not recommended for survey control.
 LX6217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6217.See file dsdata.txt to determine how the superseded data were derived.
 LX6217
 LX6217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0041180794(NAD 83)
 LX6217_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6217+STABILITY: SURFACE MOTION
 LX6217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6217+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 LX6217
 LX6217  HISTORY     - Date     Condition        Report By
 LX6217  HISTORY     - 1976     MONUMENTED       NGS
 LX6217  HISTORY     - 19970524 GOOD             USPSQD
 LX6217  HISTORY     - 20030606 GOOD             USPSQD
 LX6217
 LX6217                          STATION DESCRIPTION
 LX6217
 LX6217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6217'STATION IS ABOUT 2 MILES WEST OF THE JUNCTION OF STATE
 LX6217'HIGHWAYS 80 AND 81 IN KILLINGWORTH, 2 MILES WEST OF THE
 LX6217'JUNCTION OF STATE HIGHWAYS 79 AND 80 IN NORTH MADISON, 1/2
 LX6217'MILE SOUTH OF STATE HIGHWAY 80, ALONG THE EAST SIDE OF NORTH
 LX6217'CHESTNUT HILL ROAD AND ON PROPERTY OWNED BY MRS. SHIRLEY J.
 LX6217'ZEPPIERO, 7221 WEST COYLE AVENUE, CHICAGO, ILLINOIS, PHONE
 LX6217'NUMBER 312-775-3574.
 LX6217'
 LX6217'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80
 LX6217'AND 81 IN KILLINGWORTH, GO WEST ON HIGHWAY 80 FOR 2.2 MILES TO
 LX6217'THE JUNCTION OF NORTH CHESTNUT HILL ROAD.  TURN LEFT AND GO
 LX6217'SOUTH ON NORTH CHESTNUT HILL ROAD FOR 0.4 MILES TO A GAP IN A
 LX6217'ROCK FENCE AT A ROCK FENCE CORNER WHICH IS JUST BEFORE REACHING
 LX6217'THE SOMERVILLE RESIDENCE AND THE STATION ON THE LEFT AS
 LX6217'DESCRIBED.  TO REACH THE AZIMUTH FROM HERE, CONTINUE SOUTH ON
 LX6217'NORTH CHESTNUT HILL ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.
 LX6217'TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.05 MILE TO THE
 LX6217'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LX6217'
 LX6217'THE STATION MARKS ARE STANDARD DISKS STAMPED---DEER 1976---.
 LX6217'THE SURFACE MARK IS SET IN TOP OF A 12-INCH CONCRETE
 LX6217'CYLINDRICAL POST WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 LX6217'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LX6217'48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 48 FEET
 LX6217'NORTHEAST OF A ROCK FENCE CORNER, 45 FEET NORTH OF A ROCK
 LX6217'FENCE, 41 FEET EAST OF CENTER OF NORTH CHESTNUT HILL ROAD, 27
 LX6217'FEET EAST-NORTHEAST OF A GAP IN A ROCK FENCE, 20 FEET EAST
 LX6217'OF A ROCK FENCE AND 4.3 FEET SOUTHEAST OF A METAL WITNESS
 LX6217'POST.
 LX6217'
 LX6217'REFERENCE MARK 1, STAMPED---DEER NO 1 1976---, IS A STANDARD
 LX6217'DISK SET IN TOP OF A 12-INCH CONCRETE CYLINDRICAL POST WHICH
 LX6217'IS FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET SOUTH OF
 LX6217'POWER POLE NUMBER 513, 17.5 FEET WEST OF CENTER OF NORTH
 LX6217'CHESTNUT HILL ROAD, 7 FEET NORTH OF A METAL WITNESS POST AND
 LX6217'2 FEET EAST OF A ROCK FENCE.
 LX6217'
 LX6217'REFERENCE MARK 2, STAMPED---2988---, IS A U.S. COAST AND
 LX6217'GEODETIC SURVEY AND CONNECTICUT SURVEY DISK CEMENTED IN A DRILL
 LX6217'HOLE IN A BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LX6217'IS 20.5 FEET SOUTH OF POWER POLE NUMBER 514, 16 FEET WEST OF
 LX6217'CENTER OF NORTH CHESTNUT HILL ROAD, 6 FEET NORTHEAST OF A GAP
 LX6217'IN A ROCK FENCE AND 4.5 FEET NORTH-NORTHWEST OF A METAL
 LX6217'WITNESS POST.
 LX6217'
 LX6217'AZIMUTH MARK, STAMPED---DEER AZ 1976---, IS A STANDARD DISK
 LX6217'CEMENTED IN A DRILL HOLE IN A BOULDER (WHICH IS ABOUT 6 BY 6
 LX6217'FEET IN SIZE) THAT PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND
 LX6217'SURFACE.  IT IS 30 FEET SOUTH OF CENTER OF THE PAVED ROAD, 13
 LX6217'FEET NORTHWEST OF A BOULDER ABOUT 4 BY 5 FEET IN SIZE AND 3.5
 LX6217'FEET WEST OF A METAL WITNESS POST.
 LX6217'
 LX6217'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.2 METERS
 LX6217'
 LX6217'DESCRIBED BY EDWARD L. WORD.
 LX6217
 LX6217                          STATION RECOVERY (1997)
 LX6217
 LX6217'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6217'RECOVERED IN GOOD CONDITION.
 LX6217
 LX6217                          STATION RECOVERY (2003)
 LX6217
 LX6217'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX6217'STA, RM1, RM2, AZI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6233 ***********************************************************************
 LX6233  DESIGNATION -  DEER AZ MK
 LX6233  PID         -  LX6233
 LX6233  STATE/COUNTY-  CT/MIDDLESEX
 LX6233  USGS QUAD   -  CLINTON (1984)
 LX6233
 LX6233                         *CURRENT SURVEY CONTROL
 LX6233  ___________________________________________________________________
 LX6233* NAD 83(1996)-  41 21 05.78852(N)    072 36 11.19179(W)     ADJUSTED  
 LX6233* NAVD 88     -       107.5    (meters)     353.     (feet)  VERTCON   
 LX6233  ___________________________________________________________________
 LX6233  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LX6233  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6233
 LX6233  HORZ ORDER  -  SECOND
 LX6233
 LX6233.The horizontal coordinates were established by classical geodetic methods
 LX6233.and adjusted by the National Geodetic Survey in August 1998..
 LX6233
 LX6233.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6233
 LX6233.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6233
 LX6233.The geoid height was determined by GEOID03.
 LX6233
 LX6233;                    North         East     Units Scale Factor Converg.
 LX6233;SPC CT       -   209,969.018   317,093.264   MT  0.99998816   +0 05 50.6
 LX6233;SPC CT       -   688,873.35  1,040,330.15   sFT  0.99998816   +0 05 50.6
 LX6233;UTM  18      - 4,580,561.908   700,514.708   MT  1.00009483   +1 35 02.8
 LX6233
 LX6233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6233!SPC CT       -   0.99998784  x   0.99998816  =   0.99997600
 LX6233!UTM  18      -   0.99998784  x   1.00009483  =   1.00008267
 LX6233
 LX6233                          SUPERSEDED SURVEY CONTROL
 LX6233
 LX6233  NAD 83(1992)-  41 21 05.78767(N)    072 36 11.19160(W) AD(       ) 2
 LX6233  NAD 83(1986)-  41 21 05.78975(N)    072 36 11.19455(W) AD(       ) 2
 LX6233  NAD 27      -  41 21 05.44443(N)    072 36 12.86034(W) AD(       ) 2
 LX6233  NGVD 29 (07/19/86)  107.8    (m)          354.     (f) VERT ANG       
 LX6233
 LX6233.Superseded values are not recommended for survey control.
 LX6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6233.See file dsdata.txt to determine how the superseded data were derived.
 LX6233
 LX6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0051580562(NAD 83)
 LX6233_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6233_SETTING: 80 = SET IN A BOULDER
 LX6233_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6233+STABILITY: SURFACE MOTION
 LX6233
 LX6233  HISTORY     - Date     Condition        Report By
 LX6233  HISTORY     - 1976     MONUMENTED       NGS
 LX6233  HISTORY     - 19970524 GOOD             USPSQD
 LX6233
 LX6233                          STATION DESCRIPTION
 LX6233
 LX6233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6233'THE STATION IS ABOUT 2 MILES WEST OF THE JUNCTION OF STATE
 LX6233'HIGHWAYS 80 AND 81 IN KILLINGWORTH, 2 MILES WEST OF THE
 LX6233'JUNCTION OF STATE HIGHWAYS 79 AND 80 IN NORTH MADISON, 3/4
 LX6233'MILE SOUTH OF STATE HIGHWAY 80, JUST EAST OF NORTH CHESTNUT
 LX6233'HILL ROAD AND ALONG THE SOUTH RIGHT-OF-WAY OF AN UNNAMED PAVED
 LX6233'ROAD.
 LX6233'
 LX6233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80
 LX6233'AND 81 IN KILLINGWORTH, GO WEST ON HIGHWAY 80 FOR 2.2 MILES TO
 LX6233'THE JUNCTION OF NORTH CHESTNUT HILL ROAD.  TURN LEFT AND GO
 LX6233'SOUTH ON NORTH CHESTNUT HILL ROAD FOR 0.55 MILE TO A PAVED ROAD
 LX6233'LEFT.  TURN LEFT AND GO EAST ON THE PAVED ROAD FOR 0.05 MILE
 LX6233'TO THE MARK ON THE RIGHT AS DESCRIBED.
 LX6233'
 LX6233'THE STATION MARK, STAMPED---DEER AZ 1976---, IS A STANDARD
 LX6233'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN
 LX6233'A BOULDER WHICH IS ABOUT 6 BY 6 FEET IN SIZE AND PROJECTS
 LX6233'ABOUT 1-1/2 FEET ABOVE THE GROUND SURFACE.  IT IS 30 FEET
 LX6233'SOUTH OF CENTER OF THE PAVED ROAD, 13 FEET NORTHWEST OF A
 LX6233'BOULDER ABOUT 4 BY 5 FEET IN SIZE AND 3.5 FEET WEST OF A METAL
 LX6233'WITNESS POST.
 LX6233'
 LX6233'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METER.
 LX6233'
 LX6233'DESCRIBED BY E.L. WORD.
 LX6233
 LX6233                          STATION RECOVERY (1997)
 LX6233
 LX6233'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6680 ***********************************************************************
 LX6680  DESIGNATION -  DEERFIELD
 LX6680  PID         -  LX6680
 LX6680  STATE/COUNTY-  CT/HARTFORD
 LX6680  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6680
 LX6680                         *CURRENT SURVEY CONTROL
 LX6680  ___________________________________________________________________
 LX6680* NAD 83(1996)-  41 49 42.30600(N)    072 39 20.59982(W)     ADJUSTED  
 LX6680* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 LX6680  ___________________________________________________________________
 LX6680  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 LX6680  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX6680
 LX6680  HORZ ORDER  -  FIRST
 LX6680
 LX6680.The horizontal coordinates were established by classical geodetic methods
 LX6680.and adjusted by the National Geodetic Survey in August 1998..
 LX6680
 LX6680.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6680
 LX6680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6680
 LX6680.The geoid height was determined by GEOID03.
 LX6680
 LX6680;                    North         East     Units Scale Factor Converg.
 LX6680;SPC CT       -   262,919.233   312,632.518   MT  0.99999635   +0 03 45.0
 LX6680;SPC CT       -   862,594.18  1,025,695.19   sFT  0.99999635   +0 03 45.0
 LX6680;UTM  18      - 4,633,382.777   694,674.298   MT  1.00006637   +1 33 50.0
 LX6680
 LX6680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6680!SPC CT       -   0.99999994  x   0.99999635  =   0.99999629
 LX6680!UTM  18      -   0.99999994  x   1.00006637  =   1.00006631
 LX6680
 LX6680|---------------------------------------------------------------------|
 LX6680| PID    Reference Object                     Distance      Geod. Az  |
 LX6680|                                                           dddmmss.s |
 LX6680| CZ7275 DEERFIELD RM 1                       21.473 METERS 01239     |
 LX6680| CZ7276 DEERFIELD RM 2                       20.823 METERS 11512     |
 LX6680| LX6687 H N BANK                            APPROX. 7.1 KM 1921100.4 |
 LX6680| LX6692 BLOOMFIELD RAD STA WDRC TOWER       APPROX. 3.7 KM 2431259.1 |
 LX6680| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX.11.9 KM 2684013.3 |
 LX6680| LX6681 2816 TPT                            157.994 METERS 35246     |
 LX6680| LX6682 2816                                170.538 METERS 35247     |
 LX6680|---------------------------------------------------------------------|
 LX6680
 LX6680                          SUPERSEDED SURVEY CONTROL
 LX6680
 LX6680  NAD 83(1996)-  41 49 42.30572(N)    072 39 20.59990(W) AD(       ) 1
 LX6680  NAD 83(1992)-  41 49 42.30609(N)    072 39 20.60018(W) AD(       ) 1
 LX6680  NAD 83(1992)-  41 49 42.30686(N)    072 39 20.60118(W) AD(       ) 1
 LX6680  NAD 83(1986)-  41 49 42.30734(N)    072 39 20.60137(W) AD(       ) 1
 LX6680  NAD 27      -  41 49 41.94879(N)    072 39 22.27051(W) AD(       ) 1
 LX6680  NGVD 29 (07/19/86)   29.9    (m)           98.     (f) VERT ANG       
 LX6680
 LX6680.Superseded values are not recommended for survey control.
 LX6680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6680.See file dsdata.txt to determine how the superseded data were derived.
 LX6680
 LX6680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9467433383(NAD 83)
 LX6680_MARKER: DS = TRIANGULATION STATION DISK
 LX6680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6680+STABILITY: SURFACE MOTION
 LX6680
 LX6680  HISTORY     - Date     Condition        Report By
 LX6680  HISTORY     - 1979     MONUMENTED       NGS
 LX6680
 LX6680                          STATION DESCRIPTION
 LX6680
 LX6680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6680'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF HARTFORD, 1-1/2
 LX6680'MILES SOUTH OF WINDSOR, 0.8 MILE WEST OF THE CONNECTICUT
 LX6680'RIVER AND ON PROPERTY OWNED BY THE TOWN OF WINDSOR.  PERMISSION
 LX6680'WAS GRANTED BY MR. ERNEST PHILPS, TOWN ENGINEER,
 LX6680'TOWN HALL, WINDSOR, CONNECTICUT, 06095.  PHONE NUMBER
 LX6680'688-3675, EXTENSION 279.
 LX6680'
 LX6680'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6680'91 AND STATE HIGHWAY 178 (EXIT 36), GO EAST ON STATE HIGHWAY
 LX6680'178 FOR 0.7 MILE TO THE JUNCTION OF STATE HIGHWAY 159.  TURN
 LX6680'RIGHT AND GO SOUTH ON STATE HIGHWAY 159 FOR 0.65 MILE TO
 LX6680'STATE POINT 2816 (USED AS THE AZIMUTH MARK) ON THE RIGHT AS
 LX6680'DESCRIBED.  CONTINUE SOUTH ON STATE HIGHWAY 159 FOR 0.05 MILE
 LX6680'TO A CROSSROAD.  TURN LEFT AND GO EASTERLY ON DEERFIELD ROAD
 LX6680'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX6680'
 LX6680'THE STATION IS A STANDARD NGS DISK
 LX6680'STAMPED---DEERFIELD 1979---,
 LX6680'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6680'FLUSH WITH GROUND.  IT IS LOCATED
 LX6680'67 FEET WEST FROM THE CENTER OF DEERFIELD ROAD,
 LX6680'58 FEET EAST FROM THE CENTER OF THE NORTH BOUND LANE OF STATE
 LX6680'HIGHWAY 159,
 LX6680'39 FEET SOUTHEAST FROM UTILITY POLE NUMBER 2004 AND
 LX6680'24 FEET SOUTHWEST FROM A 24-INCH OAK TREE.
 LX6680'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6680'STAMPED---DEERFIELD 1979---,
 LX6680'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6680'
 LX6680'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6680'STAMPED---DEERFIELD NO 1 1979---,
 LX6680'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6680'FLUSH WITH GROUND.  IT IS LOCATED
 LX6680'48 FEET NORTHEAST FROM A 24-INCH OAK TREE,
 LX6680'32 FEET EAST-NORTHEAST FROM A FLAG POLE AND
 LX6680'21.5 FEET WEST FROM THE CENTER OF DEERFIELD ROAD.
 LX6680'MARK IS BELOW STATION 1.8 METERS.
 LX6680'
 LX6680'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6680'STAMPED---DEERFIELD NO 2 1979---,
 LX6680'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6680'FLUSH WITH GROUND.  IT IS LOCATED
 LX6680'69 FEET SOUTHEAST FROM A 24-INCH OAK TREE,
 LX6680'21 FEET WEST FROM THE CENTER OF DEERFIELD ROAD AND
 LX6680'18 FEET NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF A BUS
 LX6680'SHELTER.
 LX6680'MARK IS BELOW STATION 2.3 METERS.
 LX6680'
 LX6680'CTGS STATION 2816, IS A STANDARD CTGS DISK STAMPED---NO
 LX6680'2816---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LX6680'15 CM ON SIDE, RECESSED 13 CM BELOW THE GROUND.
 LX6680'IT IS LOCATED
 LX6680'49 FEET NORTH FROM UTILITY POLE NUMBER 2008,
 LX6680'27 FEET WEST-NORTHWEST FROM THE CENTER OF THE SOUTH BOUND LANE OF
 LX6680'STATE HIGHWAY 159 AND
 LX6680'4 FEET EAST FROM A WHITE BOARD FENCE.
 LX6680'
 LX6680'A TRAVERSE CONNECTION WAS MADE TO CTGS STATION 2816 CTGS
 LX6680'USING ELECTRONIC
 LX6680'DISTANCE EQUIPMENT.
 LX6680'
 LX6680'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX6680'
 LX6680'DESCRIBED BY G.M. RIVERS, CHECKED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6237 ***********************************************************************
 LX6237  DESIGNATION -  DEFOREST AND HOTCHKISS CUPOLA
 LX6237  PID         -  LX6237
 LX6237  STATE/COUNTY-  CT/NEW HAVEN
 LX6237  USGS QUAD   -  GUILFORD (1984)
 LX6237
 LX6237                         *CURRENT SURVEY CONTROL
 LX6237  ___________________________________________________________________
 LX6237* NAD 83(1996)-  41 17 01.24689(N)    072 38 07.93939(W)     ADJUSTED  
 LX6237* NAVD 88     -                                                        
 LX6237  ___________________________________________________________________
 LX6237  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6237  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX6237
 LX6237  HORZ ORDER  -  THIRD
 LX6237
 LX6237.The horizontal coordinates were established by classical geodetic methods
 LX6237.and adjusted by the National Geodetic Survey in August 1998..
 LX6237
 LX6237
 LX6237.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6237
 LX6237.The geoid height was determined by GEOID03.
 LX6237
 LX6237;                    North         East     Units Scale Factor Converg.
 LX6237;SPC CT       -   202,420.881   314,389.349   MT  0.99999261   +0 04 33.2
 LX6237;SPC CT       -   664,109.17  1,031,459.06   sFT  0.99999261   +0 04 33.2
 LX6237;SPC NY L     -   124,934.598   414,303.651   MT  1.00002349   +0 53 32.9
 LX6237;SPC NY L     -   409,889.59  1,359,261.23   sFT  1.00002349   +0 53 32.9
 LX6237;UTM  18      - 4,572,945.454   698,007.155   MT  1.00008254   +1 33 38.0
 LX6237
 LX6237                          SUPERSEDED SURVEY CONTROL
 LX6237
 LX6237  NAD 83(1992)-  41 17 01.24600(N)    072 38 07.93923(W) AD(       ) 4
 LX6237  NAD 83(1986)-  41 17 01.24819(N)    072 38 07.94217(W) AD(       ) 4
 LX6237  NAD 27      -  41 17 00.89600(N)    072 38 09.59400(W) AD(       ) 3
 LX6237
 LX6237.Superseded values are not recommended for survey control.
 LX6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6237.See file dsdata.txt to determine how the superseded data were derived.
 LX6237
 LX6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9800772945(NAD 83)
 LX6237_MARKER: 86 = CUPOLA
 LX6237
 LX6237  HISTORY     - Date     Condition        Report By
 LX6237  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6237  HISTORY     - 1961     GOOD             CGS
 LX6237  HISTORY     - 1974     GOOD             CTGS
 LX6237
 LX6237                          STATION DESCRIPTION
 LX6237
 LX6237'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6237'THIS STATION IS ON THE N END OF THE MAIN STORAGE SHED OF THE
 LX6237'DE FOREST AND HOTCHKISS LUMBER COMPANY.  THE PLANT IS ON THE S
 LX6237'SIDE OF THE POST ROAD JUST W OF THE EAST RIVER RAILROAD
 LX6237'STATION.  THE CUPOLA HAS WHITE SIDES AND A BLACK DOME-SHAPED
 LX6237'TOP.  THERE IS A WEATHER VANE AT THE MIDDLE OF THE CUPOLA ROOF.
 LX6237'
 LX6237'CENTER IS THE AXIS OF THE WEATHER VANE.
 LX6237'
 LX6237'CENTER IS ABOUT 32 METERS S OF THE CENTER LINE OF THE POST ROAD.
 LX6237
 LX6237                          STATION RECOVERY (1961)
 LX6237
 LX6237'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6237'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1933.
 LX6237
 LX6237                          STATION RECOVERY (1974)
 LX6237
 LX6237'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX6237'THIS STATION IS ON THE NORTH END OF THE MAIN STORAGE SHED OF THE
 LX6237'TRIANGLE PACIFIC HOME CENTER.  THE PLANT IS ON THE SOUTH SIDE OF THE
 LX6237'POST ROAD 0.1 MILE WEST OF THE R.R. TRACKS OVER U.S. 1.  THE
 LX6237'CUPOLA HAS WHITE SIDES AND A GREEN DOME-SHAPED TOP.
 LX6237'
 LX6237'STATION IS 2.3 MILES W. OF MADISON CENTER.
 LX6237'
 LX6237'STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7131 ***********************************************************************
 LX7131  DESIGNATION -  DEMPSEY
 LX7131  PID         -  LX7131
 LX7131  STATE/COUNTY-  CT/HARTFORD
 LX7131  USGS QUAD   -  NEW BRITAIN (1992)
 LX7131
 LX7131                         *CURRENT SURVEY CONTROL
 LX7131  ___________________________________________________________________
 LX7131* NAD 83(1996)-  41 43 46.45175(N)    072 47 25.73203(W)     ADJUSTED  
 LX7131* NAVD 88     -       169.5    (meters)     556.     (feet)  VERTCON   
 LX7131  ___________________________________________________________________
 LX7131  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 LX7131  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX7131
 LX7131  HORZ ORDER  -  FIRST
 LX7131
 LX7131.The horizontal coordinates were established by classical geodetic methods
 LX7131.and adjusted by the National Geodetic Survey in August 1998..
 LX7131
 LX7131.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7131
 LX7131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7131
 LX7131.The geoid height was determined by GEOID03.
 LX7131
 LX7131;                    North         East     Units Scale Factor Converg.
 LX7131;SPC CT       -   251,936.840   301,432.592   MT  0.99998897   -0 01 36.6
 LX7131;SPC CT       -   826,562.78    988,950.10   sFT  0.99998897   -0 01 36.6
 LX7131;UTM  18      - 4,622,110.493   683,765.097   MT  1.00001557   +1 28 16.0
 LX7131
 LX7131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7131!SPC CT       -   0.99997798  x   0.99998897  =   0.99996695
 LX7131!UTM  18      -   0.99997798  x   1.00001557  =   0.99999355
 LX7131
 LX7131:                Primary Azimuth Mark                     Grid Az
 LX7131:SPC CT       -  HARTFORD CAP HEAD OF VICTORY             066 52 56.2
 LX7131:UTM  18      -  HARTFORD CAP HEAD OF VICTORY             065 23 03.6
 LX7131
 LX7131|---------------------------------------------------------------------|
 LX7131| PID    Reference Object                     Distance      Geod. Az  |
 LX7131|                                                           dddmmss.s |
 LX7131| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX. 9.8 KM 0665119.6 |
 LX7131| LX7094 NEWINGTON CT PWR AND LT CO          APPROX.10.4 KM 1484431.1 |
 LX7131| LX7133 FARMINGTON TV STA WVIT MAST         APPROX. 4.7 KM 2271543.4 |
 LX7131| LX7134 FARMINGTON TV STA WHNB MAST         APPROX. 4.7 KM 2273013.9 |
 LX7131|---------------------------------------------------------------------|
 LX7131
 LX7131                          SUPERSEDED SURVEY CONTROL
 LX7131
 LX7131  NAD 83(1996)-  41 43 46.45127(N)    072 47 25.73211(W) AD(       ) 1
 LX7131  NAD 83(1992)-  41 43 46.45144(N)    072 47 25.73239(W) AD(       ) 1
 LX7131  NAD 83(1992)-  41 43 46.45296(N)    072 47 25.73364(W) AD(       ) 1
 LX7131  NAD 83(1986)-  41 43 46.45319(N)    072 47 25.73386(W) AD(       ) 1
 LX7131  NAD 27      -  41 43 46.08977(N)    072 47 27.38325(W) AD(       ) 1
 LX7131  NGVD 29 (07/19/86)  169.8    (m)          557.     (f) VERT ANG       
 LX7131
 LX7131.Superseded values are not recommended for survey control.
 LX7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7131.See file dsdata.txt to determine how the superseded data were derived.
 LX7131
 LX7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8376522110(NAD 83)
 LX7131_MARKER: Z = SEE DESCRIPTION
 LX7131_SETTING: 0 = UNSPECIFIED SETTING
 LX7131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7131
 LX7131  HISTORY     - Date     Condition        Report By
 LX7131  HISTORY     - 1978     MONUMENTED       NGS
 LX7131
 LX7131                          STATION DESCRIPTION
 LX7131
 LX7131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7131'THE STATION IS LOCATED ATOP THE UNIVERSITY OF CONNECTICUT
 LX7131'HEALTH CENTER BUILDING WHICH IS IN THE SOUTHEAST PART OF THE
 LX7131'TOWN OF FARMINGTON, ABOUT 1/2 MILE NORTH OF INTERSTATE 84,
 LX7131'1-1/2 MILES EAST OF THE CENTER OF FARMINGTON AND 4-1/2 MILES
 LX7131'NORTH OF NEW BRITAIN.
 LX7131'
 LX7131'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND
 LX7131'STATE HIGHWAY 4 AT THE SOUTH EDGE OF FARMINGTON, GO WEST
 LX7131'ON STATE HIGHWAY 4 FOR 0.9 MILE TO WHERE STATE HIGHWAY 4
 LX7131'TURNS RIGHT.  TURN RIGHT ON STATE HIGHWAY 4 AND FARMINGTON
 LX7131'AVENUE AND GO NORTHEAST FOR 1.1 MILES TO A SIDE ROAD ON THE
 LX7131'RIGHT AND A SIGN (UNIVERSITY OF CONNECTICUT HEALTH CENTER).
 LX7131'TURN RIGHT AND GO SOUTHEAST ON A PAVED ROAD FOR 0.25 MILE
 LX7131'TO A FORK, TAKE THE RIGHT FORK AND GO AROUND THE BUILDING
 LX7131'FOR 0.4 MILE TO THE THIRD ENTRANCE TO THE BUILDING AND STEPS
 LX7131'LEADING UPHILL TO THE BUILDING AND THE SECURITY POLICE.
 LX7131'THE SECURITY POLICE WILL TAKE YOU TO THE ROOF.
 LX7131'
 LX7131'THE STATION MARK, STAMPED---DEMPSEY 1978---, IS A STANDARD
 LX7131'DISK EPOXIED TO THE ROOF SURFACE WHICH IS 4 INCHES BELOW
 LX7131'THE TAR AND GRAVEL SURFACE.
 LX7131'THE MARK IS PROTECTED BY A COPPER LINCOLN
 LX7131'HAT WITH A COVER WHICH PROJECTS 5-1/2 INCHES ABOVE THE ROOF
 LX7131'SURFACE.  IT IS 15.3 FEET SOUTH OF THE SOUTH EDGE OF THE
 LX7131'ESCAPE HATCH, 4.4 FEET NORTH OF THE SOUTH WALL OF THE SOUTH
 LX7131'WING, 4.3 FEET EAST OF THE WEST WALL OF THE SOUTH WING AND 3.7
 LX7131'FEET WEST OF THE EAST WALL OF THE SOUTH WING.
 LX7131'
 LX7131'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.7 METERS.
 LX7131'
 LX7131'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 LX7131'
 LX7131'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX7131'
 LX7131'DESCRIBED BY PRESTON C. OSLEY JR.
 LX7131'
 LX7131'CHECKED BY JACOB A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5958 ***********************************************************************
 LX5958  DESIGNATION -  DEN
 LX5958  PID         -  LX5958
 LX5958  STATE/COUNTY-  CT/NEW LONDON
 LX5958  USGS QUAD   -  DEEP RIVER (1971)
 LX5958
 LX5958                         *CURRENT SURVEY CONTROL
 LX5958  ___________________________________________________________________
 LX5958* NAD 83(1996)-  41 23 23.75789(N)    072 24 03.80904(W)     ADJUSTED  
 LX5958* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5958  ___________________________________________________________________
 LX5958  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX5958  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX5958
 LX5958  HORZ ORDER  -  THIRD
 LX5958
 LX5958.The horizontal coordinates were established by classical geodetic methods
 LX5958.and adjusted by the National Geodetic Survey in August 1998..
 LX5958
 LX5958.The orthometric height was scaled from a topographic map.
 LX5958
 LX5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5958
 LX5958.The geoid height was determined by GEOID03.
 LX5958
 LX5958;                    North         East     Units Scale Factor Converg.
 LX5958;SPC CT       -   214,273.837   333,984.722   MT  0.99998627   +0 13 52.9
 LX5958;SPC CT       -   702,996.75  1,095,748.21   sFT  0.99998627   +0 13 52.9
 LX5958;UTM  18      - 4,585,304.374   717,291.272   MT  1.00018110   +1 43 08.5
 LX5958
 LX5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5958!SPC CT       -   1.00000463  x   0.99998627  =   0.99999090
 LX5958!UTM  18      -   1.00000463  x   1.00018110  =   1.00018573
 LX5958
 LX5958:                Primary Azimuth Mark                     Grid Az
 LX5958:SPC CT       -  MERRY                                    001 48 58.4
 LX5958:UTM  18      -  MERRY                                    000 19 42.8
 LX5958
 LX5958|---------------------------------------------------------------------|
 LX5958| PID    Reference Object                     Distance      Geod. Az  |
 LX5958|                                                           dddmmss.s |
 LX5958| LX5959 MERRY                               APPROX. 1.7 KM 0020251.3 |
 LX5958| LX5966 REYNOLDS                            439.179 METERS 2180211.7 |
 LX5958| CZ7278 DEN RM 2                              8.520 METERS 22600     |
 LX5958| CZ7277 DEN RM 1                             19.850 METERS 26538     |
 LX5958|---------------------------------------------------------------------|
 LX5958
 LX5958                          SUPERSEDED SURVEY CONTROL
 LX5958
 LX5958  NAD 83(1992)-  41 23 23.75701(N)    072 24 03.80873(W) AD(       ) 3
 LX5958  NAD 83(1986)-  41 23 23.75882(N)    072 24 03.81182(W) AD(       ) 3
 LX5958  NAD 27      -  41 23 23.40200(N)    072 24 05.52100(W) AD(       ) 3
 LX5958
 LX5958.Superseded values are not recommended for survey control.
 LX5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5958.See file dsdata.txt to determine how the superseded data were derived.
 LX5958
 LX5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1729185304(NAD 83)
 LX5958_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5958+STABILITY: SURFACE MOTION
 LX5958
 LX5958  HISTORY     - Date     Condition        Report By
 LX5958  HISTORY     - 1934     MONUMENTED       CGS
 LX5958  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5958  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5958
 LX5958                          STATION DESCRIPTION
 LX5958
 LX5958'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5958'THIS STATION IS ON THE SOUTHERLY SHORE OF SELDEN NECK, ABOUT 1/4
 LX5958'MILE UP-RIVER FROM THE MOUTH OF SHIRLEY CREEK.  IT IS ON THE
 LX5958'NARROW BAND OF SOLID GROUND BETWEEN THE MARSHY ISLAND AND THE
 LX5958'RIVER BANK.  THE GRASSY BANK OF THE RIVER IS ABOUT 12 METERS AWAY.
 LX5958'
 LX5958'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX5958'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX5958'
 LX5958'REFERENCE MARK NO. 1 IS NORTHWESTERLY OF THE STATION, ON TOP
 LX5958'OF THE BANK, AND 10 METERS FROM HIGH WATER LINE.
 LX5958'
 LX5958'REFERENCE MARK NO. 2 IS SOUTHWESTERLY OF THE STATION, ABOUT 7
 LX5958'METERS FROM HIGH WATER LINE.
 LX5958'
 LX5958'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5958
 LX5958                          STATION RECOVERY (1948)
 LX5958
 LX5958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5958'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  A
 LX5958'1-HOUR SEARCH BY TWO MEN WAS MADE FOR REFERENCE MARK 2.  THERE
 LX5958'IS AN APPARENT DISCREPANCY IN EITHER THE DIRECTION OR DISTANCE
 LX5958'TO REFERENCE MARK 2, AND DISTANCE BETWEEN REFERENCE MARKS IN THE
 LX5958'ORIGINAL DESCRIPTION.
 LX5958
 LX5958                          STATION RECOVERY (1961)
 LX5958
 LX5958'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5958'THE STATION COULD NOT BE FOUND.  IT IS BELIEVED THAT THE
 LX5958'MONUMENTS COULD STILL BE IN TACT, BUT THE AREA IS THICKLY COVERED
 LX5958'WITH BRUSH THAT RE-OBSERVATION OF THE ORIGINAL ANGLES WOULD BE
 LX5958'NECESSARY FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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     -       495.9    (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;SPC CT       -   906,694.91    877,939.58   sFT  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|---------------------------------------------------------------------|
 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     - 20050410 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 CONNECTICUT GEODETIC SURVEY 2005
 LX7346'RECOVERED AS DESCRIBED IN NGS DATABASE
 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 = OCTOBER  8, 2006
 LX3654 ***********************************************************************
 LX3654  DESIGNATION -  DERBY
 LX3654  PID         -  LX3654
 LX3654  STATE/COUNTY-  CT/NEW HAVEN
 LX3654  USGS QUAD   -  ANSONIA (1984)
 LX3654
 LX3654                         *CURRENT SURVEY CONTROL
 LX3654  ___________________________________________________________________
 LX3654* NAD 83(1996)-  41 18 54.96697(N)    073 04 06.68561(W)     ADJUSTED  
 LX3654* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 LX3654  ___________________________________________________________________
 LX3654  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 LX3654  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX3654
 LX3654  HORZ ORDER  -  SECOND
 LX3654
 LX3654.The horizontal coordinates were established by classical geodetic methods
 LX3654.and adjusted by the National Geodetic Survey in August 1998..
 LX3654
 LX3654.The orthometric height was scaled from a topographic map.
 LX3654
 LX3654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3654
 LX3654.The geoid height was determined by GEOID03.
 LX3654
 LX3654;                    North         East     Units Scale Factor Converg.
 LX3654;SPC CT       -   205,971.911   278,129.973   MT  0.99999037   -0 12 40.3
 LX3654;SPC CT       -   675,759.51    912,498.09   sFT  0.99999037   -0 12 40.3
 LX3654;UTM  18      - 4,575,555.216   661,667.612   MT  0.99992166   +1 16 31.6
 LX3654
 LX3654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3654!SPC CT       -   0.99998853  x   0.99999037  =   0.99997890
 LX3654!UTM  18      -   0.99998853  x   0.99992166  =   0.99991019
 LX3654
 LX3654:                Primary Azimuth Mark                     Grid Az
 LX3654:SPC CT       -  SHELTON RIVERSIDE CEMET DOME             188 31 06.7
 LX3654:UTM  18      -  SHELTON RIVERSIDE CEMET DOME             187 01 54.8
 LX3654
 LX3654|---------------------------------------------------------------------|
 LX3654| PID    Reference Object                     Distance      Geod. Az  |
 LX3654|                                                           dddmmss.s |
 LX3654| LX3651 SHELTON RIVERSIDE CEMET DOME        APPROX. 2.2 KM 1881826.4 |
 LX3654| CB3979 DERBY RM 1                           16.900 METERS 24804     |
 LX3654| LX3655 SHELTON RED STACK                   APPROX. 1.5 KM 2602652.3 |
 LX3654| LX3637 SHELTON BLUMENTHAL STACK            APPROX. 1.8 KM 2740846.0 |
 LX3654| LX3639 SHELTON ST JOSEPHS CH SPIRE         APPROX. 2.4 KM 2773813.2 |
 LX3654| CB3980 DERBY RM 2                           25.550 METERS 28010     |
 LX3654| LX3638 DERBY GAS CO STACK                  APPROX. 2.5 KM 2904308.1 |
 LX3654| LX3643 DERBY SECOND CONG CH SPIRE          APPROX. 1.9 KM 2935037.1 |
 LX3654| LX3636 DERBY ST MARYS RC CHURCH SPIRE      APPROX. 2.1 KM 2994524.0 |
 LX3654| CB3978 DERBY AZ MK                                        3074537.4 |
 LX3654|---------------------------------------------------------------------|
 LX3654
 LX3654                          SUPERSEDED SURVEY CONTROL
 LX3654
 LX3654  NAD 83(1992)-  41 18 54.96596(N)    073 04 06.68546(W) AD(       ) 2
 LX3654  NAD 83(1986)-  41 18 54.96668(N)    073 04 06.69133(W) AD(       ) 2
 LX3654  NAD 27      -  41 18 54.61700(N)    073 04 08.30400(W) AD(       ) 2
 LX3654
 LX3654.Superseded values are not recommended for survey control.
 LX3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3654.See file dsdata.txt to determine how the superseded data were derived.
 LX3654
 LX3654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6166875555(NAD 83)
 LX3654_MARKER: Z = SEE DESCRIPTION
 LX3654_SETTING: 0 = UNSPECIFIED SETTING
 LX3654
 LX3654  HISTORY     - Date     Condition        Report By
 LX3654  HISTORY     - 1934     MONUMENTED       CTGS
 LX3654  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX3654  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3654
 LX3654                          STATION DESCRIPTION
 LX3654
 LX3654'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3654'GO N 0.4 MILE FROM THE DERBY-NEW HAVEN TURNPIKE ON SENTINEL
 LX3654'HILL ROAD TO THE TOP OF THE HILL.  STATION IS A STANDARD DISK SET
 LX3654'IN TOP OF A CONCRETE FRUSTRUM OF A PYRAMID 12 INCHES BY 16 INCHES
 LX3654'BY 30 INCHES EVEN WITH THE GROUND.  SUB-SURFACE MARK IS 6 INCHES
 LX3654'BELOW BASE OF SURFACE PIER.  STATION IS JUST N OF A DIVISION
 LX3654'STONE WALL IN AN OPEN HAY FIELD.
 LX3654'
 LX3654'REFERENCE MARK NO.1 IS SET IN A BOULDER AT THE INTERSECTION
 LX3654'OF THE PROPERTY LINE FENCE AND THE FENCE OF THE E BOUNDARY OF THE
 LX3654'ROAD.  REFERENCE MARK NO.2 IS SET IN A CONCRETE BLOCK N OF THE
 LX3654'INTERSECTION OF THE TWO FENCES ON THE ROAD SIDE.  AN AZIMUTH
 LX3654'MARK WAS SET IN A BOULDER ON THE TOP OF A HILL ABOUT 1/2
 LX3654'MILE AWAY AND ON RANGE WITH ADELINE, 1/4 MILE W OF A LARGE DAIRY
 LX3654'BARN ON E END OF SAME HILL.  GROUND STATION.  SIGNAL 16
 LX3654'FEET.  R.M. NO.1 TO R.M. NO.2 IS 14.35 METERS.
 LX3654'
 LX3654'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX3654
 LX3654                          STATION RECOVERY (1988)
 LX3654
 LX3654'RECOVERY NOTE BY US POWER SQUADRON 1988 (PB)
 LX3654'MARK NOT FOUND.
 LX3654
 LX3654                          STATION RECOVERY (1989)
 LX3654
 LX3654'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3665 ***********************************************************************
 LX3665  DESIGNATION -  DERBY FIRST CONG CH SPIRE
 LX3665  PID         -  LX3665
 LX3665  STATE/COUNTY-  CT/NEW HAVEN
 LX3665  USGS QUAD   -  ANSONIA (1984)
 LX3665
 LX3665                         *CURRENT SURVEY CONTROL
 LX3665  ___________________________________________________________________
 LX3665* NAD 83(1996)-  41 19 14.22812(N)    073 04 49.59099(W)     ADJUSTED  
 LX3665* NAVD 88     -                                                        
 LX3665  ___________________________________________________________________
 LX3665  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 LX3665  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX3665
 LX3665  HORZ ORDER  -  THIRD
 LX3665
 LX3665.The horizontal coordinates were established by classical geodetic methods
 LX3665.and adjusted by the National Geodetic Survey in August 1998..
 LX3665
 LX3665
 LX3665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3665
 LX3665.The geoid height was determined by GEOID03.
 LX3665
 LX3665;                    North         East     Units Scale Factor Converg.
 LX3665;SPC CT       -   206,569.855   277,134.318   MT  0.99999002   -0 13 08.8
 LX3665;SPC CT       -   677,721.27    909,231.51   sFT  0.99999002   -0 13 08.8
 LX3665;UTM  18      - 4,576,127.085   660,656.850   MT  0.99991765   +1 16 03.7
 LX3665
 LX3665                          SUPERSEDED SURVEY CONTROL
 LX3665
 LX3665  NAD 83(1992)-  41 19 14.22709(N)    073 04 49.59089(W) AD(       ) 4
 LX3665  NAD 83(1986)-  41 19 14.22749(N)    073 04 49.59612(W) AD(       ) 4
 LX3665  NAD 27      -  41 19 13.87600(N)    073 04 51.20800(W) AD(       ) 3
 LX3665
 LX3665.Superseded values are not recommended for survey control.
 LX3665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3665.See file dsdata.txt to determine how the superseded data were derived.
 LX3665
 LX3665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6065776127(NAD 83)
 LX3665
 LX3665  HISTORY     - Date     Condition        Report By
 LX3665  HISTORY     - 1934     MONUMENTED       CTGS
 LX3665
 LX3665                          STATION DESCRIPTION
 LX3665
 LX3665'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3665'ON THE E SIDE OF DERBY AVENUE.  THE BUILDING IS A FRAMED STRUCTURE
 LX3665'WITH FOUR COLUMNS IN THE FRONT.  THE SPIRE IS OCTAGONAL WITH TWO
 LX3665'SETS OF WINDOWS ABOVE THE ROOF.  STATION IS THE WEATHER VANE AT
 LX3665'THE APEX OF THE SPIRE ABOUT 125 FEET ABOVE THE GROUND.  BUILDING
 LX3665'WAS PAINTED WHITE AND HAS A GREEN SLATE ROOF.  THE BUILDING
 LX3665'WAS BUILT IN 1820.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3638 ***********************************************************************
 LX3638  DESIGNATION -  DERBY GAS CO STACK
 LX3638  PID         -  LX3638
 LX3638  STATE/COUNTY-  CT/NEW HAVEN
 LX3638  USGS QUAD   -  ANSONIA (1984)
 LX3638
 LX3638                         *CURRENT SURVEY CONTROL
 LX3638  ___________________________________________________________________
 LX3638* NAD 83(1996)-  41 19 23.80340(N)    073 05 47.85927(W)     ADJUSTED  
 LX3638* NAVD 88     -                                                        
 LX3638  ___________________________________________________________________
 LX3638  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LX3638  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3638
 LX3638  HORZ ORDER  -  THIRD
 LX3638
 LX3638.The horizontal coordinates were established by classical geodetic methods
 LX3638.and adjusted by the National Geodetic Survey in August 1998..
 LX3638
 LX3638
 LX3638.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3638
 LX3638.The geoid height was determined by GEOID03.
 LX3638
 LX3638;                    North         East     Units Scale Factor Converg.
 LX3638;SPC CT       -   206,870.557   275,780.366   MT  0.99998985   -0 13 47.4
 LX3638;SPC CT       -   678,707.82    904,789.42   sFT  0.99998985   -0 13 47.4
 LX3638;UTM  18      - 4,576,392.534   659,295.653   MT  0.99991229   +1 15 25.5
 LX3638
 LX3638                          SUPERSEDED SURVEY CONTROL
 LX3638
 LX3638  NAD 83(1992)-  41 19 23.80236(N)    073 05 47.85920(W) AD(       ) 4
 LX3638  NAD 83(1986)-  41 19 23.80259(N)    073 05 47.86361(W) AD(       ) 4
 LX3638  NAD 27      -  41 19 23.44700(N)    073 05 49.47500(W) AD(       ) 3
 LX3638
 LX3638.Superseded values are not recommended for survey control.
 LX3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3638.See file dsdata.txt to determine how the superseded data were derived.
 LX3638
 LX3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5929676393(NAD 83)
 LX3638
 LX3638  HISTORY     - Date     Condition        Report By
 LX3638  HISTORY     - 1934     MONUMENTED       CTGS
 LX3638  HISTORY     - 1988     GOOD             USPSQD
 LX3638
 LX3638                          STATION DESCRIPTION
 LX3638
 LX3638'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3638'THE TALLEST OF TWO STACKS OF THE DERBY GAS AND ELECTRIC COMPANY
 LX3638'ON THE E BANK OF THE HOUSATONIC RIVER, JUST BELOW THE DAM SITE
 LX3638'IN THE CITY OF DERBY.  THE BUILDING IS RED-BRICK WITH A TILE
 LX3638'ROOF.  THE STACK IS YELLOW-BRICK ABOUT 200 FEET HIGH.  STATION
 LX3638'IS ITS CENTER LINE.
 LX3638
 LX3638                          STATION RECOVERY (1988)
 LX3638
 LX3638'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3657 ***********************************************************************
 LX3657  DESIGNATION -  DERBY GREEK CATH CH DOME
 LX3657  PID         -  LX3657
 LX3657  STATE/COUNTY-  CT/NEW HAVEN
 LX3657  USGS QUAD   -  ANSONIA (1984)
 LX3657
 LX3657                         *CURRENT SURVEY CONTROL
 LX3657  ___________________________________________________________________
 LX3657* NAD 83(1996)-  41 20 15.03983(N)    073 05 01.68619(W)     ADJUSTED  
 LX3657* NAVD 88     -                                                        
 LX3657  ___________________________________________________________________
 LX3657  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LX3657  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3657
 LX3657  HORZ ORDER  -  THIRD
 LX3657
 LX3657.The horizontal coordinates were established by classical geodetic methods
 LX3657.and adjusted by the National Geodetic Survey in August 1998..
 LX3657
 LX3657
 LX3657.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3657
 LX3657.The geoid height was determined by GEOID03.
 LX3657
 LX3657;                    North         East     Units Scale Factor Converg.
 LX3657;SPC CT       -   208,446.949   276,860.269   MT  0.99998897   -0 13 16.8
 LX3657;SPC CT       -   683,879.70    908,332.40   sFT  0.99998897   -0 13 16.8
 LX3657;UTM  18      - 4,577,996.299   660,334.204   MT  0.99991638   +1 15 57.3
 LX3657
 LX3657                          SUPERSEDED SURVEY CONTROL
 LX3657
 LX3657  NAD 83(1992)-  41 20 15.03884(N)    073 05 01.68612(W) AD(       ) 4
 LX3657  NAD 83(1986)-  41 20 15.03822(N)    073 05 01.69161(W) AD(       ) 4
 LX3657  NAD 27      -  41 20 14.69000(N)    073 05 03.29600(W) AD(       ) 3
 LX3657
 LX3657.Superseded values are not recommended for survey control.
 LX3657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3657.See file dsdata.txt to determine how the superseded data were derived.
 LX3657
 LX3657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6033477996(NAD 83)
 LX3657
 LX3657  HISTORY     - Date     Condition        Report By
 LX3657  HISTORY     - 1934     MONUMENTED       CTGS
 LX3657  HISTORY     - 1987     GOOD             USPSQD
 LX3657
 LX3657                          STATION DESCRIPTION
 LX3657
 LX3657'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3657'BUILDING IS YELLOW-BRICK WITH A RED TILE ROOF WITH A LARGE BELLIED
 LX3657'GREEN DOME SURMOUNTED BY A GILT CROSS LOCATED IN THE CENTER OF
 LX3657'THE BUILDING.  THERE ARE EIGHT WINDOWS IN THE DOME.  ON EACH OF
 LX3657'THE FOUR CORNERS OF THE ROOF IS A DOME OF THE SAME STYLE AS THE
 LX3657'LARGE CENTRAL DOME BUT MUCH SMALLER.  THE CHURCH IS THE GREEK
 LX3657'CATHOLIC OF ST. PETER AND ST. PAUL.  THREE FLIGHTS OF STONE
 LX3657'STEPS LEAD FROM THE STREET LEVEL TO THE ENTRANCE.  STATION IS A
 LX3657'CROSS AT APEX OF CENTRAL DOME, HEIGHT ABOUT 75 FEET.
 LX3657
 LX3657                          STATION RECOVERY (1987)
 LX3657
 LX3657'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 LX3657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3644 ***********************************************************************
 LX3644  DESIGNATION -  DERBY GRIFFIN HOSP STACK
 LX3644  PID         -  LX3644
 LX3644  STATE/COUNTY-  CT/NEW HAVEN
 LX3644  USGS QUAD   -  ANSONIA (1984)
 LX3644
 LX3644                         *CURRENT SURVEY CONTROL
 LX3644  ___________________________________________________________________
 LX3644* NAD 83(1996)-  41 20 07.53734(N)    073 05 20.53568(W)     ADJUSTED  
 LX3644* NAVD 88     -                                                        
 LX3644  ___________________________________________________________________
 LX3644  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LX3644  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX3644
 LX3644  HORZ ORDER  -  THIRD
 LX3644
 LX3644.The horizontal coordinates were established by classical geodetic methods
 LX3644.and adjusted by the National Geodetic Survey in August 1998..
 LX3644
 LX3644
 LX3644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3644
 LX3644.The geoid height was determined by GEOID03.
 LX3644
 LX3644;                    North         East     Units Scale Factor Converg.
 LX3644;SPC CT       -   208,217.207   276,421.094   MT  0.99998909   -0 13 29.3
 LX3644;SPC CT       -   683,125.95    906,891.54   sFT  0.99998909   -0 13 29.3
 LX3644;UTM  18      - 4,577,755.254   659,901.173   MT  0.99991467   +1 15 44.6
 LX3644
 LX3644                          SUPERSEDED SURVEY CONTROL
 LX3644
 LX3644  NAD 83(1992)-  41 20 07.53633(N)    073 05 20.53562(W) AD(       ) 4
 LX3644  NAD 83(1986)-  41 20 07.53593(N)    073 05 20.54045(W) AD(       ) 4
 LX3644  NAD 27      -  41 20 07.19000(N)    073 05 22.14000(W) AD(       ) 3
 LX3644
 LX3644.Superseded values are not recommended for survey control.
 LX3644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3644.See file dsdata.txt to determine how the superseded data were derived.
 LX3644
 LX3644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5990177755(NAD 83)
 LX3644
 LX3644  HISTORY     - Date     Condition        Report By
 LX3644  HISTORY     - 1934     MONUMENTED       CTGS
 LX3644
 LX3644                          STATION DESCRIPTION
 LX3644
 LX3644'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3644'A YELLOW-BRICK STACK AT THE GRIFFIN HOSPITAL IN THE CITY OF
 LX3644'DERBY.  IT IS ABOUT 100 FEET FROM THE NW CORNER OF THE MAIN
 LX3644'BUILDING.  IT RISES ABOVE THE SMALL ONE-STORY HEATING PLANT OF
 LX3644'THE HOSPITAL WHICH IS ON THE E SIDE OF SEYMOUR AVENUE.  STATION
 LX3644'IS CENTER LINE OF STACK ABOUT 100 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3660 ***********************************************************************
 LX3660  DESIGNATION -  DERBY RUSSIAN ORTH CH SPIRE
 LX3660  PID         -  LX3660
 LX3660  STATE/COUNTY-  CT/NEW HAVEN
 LX3660  USGS QUAD   -  ANSONIA (1984)
 LX3660
 LX3660                         *CURRENT SURVEY CONTROL
 LX3660  ___________________________________________________________________
 LX3660* NAD 83(1996)-  41 20 25.75235(N)    073 05 00.48068(W)     ADJUSTED  
 LX3660* NAVD 88     -                                                        
 LX3660  ___________________________________________________________________
 LX3660  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 LX3660  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3660
 LX3660  HORZ ORDER  -  THIRD
 LX3660
 LX3660.The horizontal coordinates were established by classical geodetic methods
 LX3660.and adjusted by the National Geodetic Survey in August 1998..
 LX3660
 LX3660
 LX3660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3660
 LX3660.The geoid height was determined by GEOID03.
 LX3660
 LX3660;                    North         East     Units Scale Factor Converg.
 LX3660;SPC CT       -   208,777.317   276,889.573   MT  0.99998879   -0 13 16.0
 LX3660;SPC CT       -   684,963.58    908,428.54   sFT  0.99998879   -0 13 16.0
 LX3660;UTM  18      - 4,578,327.293   660,354.923   MT  0.99991646   +1 15 58.3
 LX3660
 LX3660                          SUPERSEDED SURVEY CONTROL
 LX3660
 LX3660  NAD 83(1992)-  41 20 25.75134(N)    073 05 00.48064(W) AD(       ) 4
 LX3660  NAD 83(1986)-  41 20 25.75068(N)    073 05 00.48609(W) AD(       ) 4
 LX3660  NAD 27      -  41 20 25.40100(N)    073 05 02.09600(W) AD(       ) 3
 LX3660
 LX3660.Superseded values are not recommended for survey control.
 LX3660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3660.See file dsdata.txt to determine how the superseded data were derived.
 LX3660
 LX3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6035578327(NAD 83)
 LX3660
 LX3660  HISTORY     - Date     Condition        Report By
 LX3660  HISTORY     - 1934     MONUMENTED       CTGS
 LX3660  HISTORY     - 1987     GOOD             USPSQD
 LX3660
 LX3660                          STATION DESCRIPTION
 LX3660
 LX3660'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3660'AT THE CORNER OF CRESCENT DRIVE AND HOWARD AVENUE IN THE CITY OF
 LX3660'DERBY IS THE RUSSIAN ORTHODOX THREE SAINTS CHURCH.  THE BUILDING
 LX3660'IS FRAME, PAINTED GRAY WITH WHITE TRIM AND GREEN SHINGLES.  SPIRE
 LX3660'IS METAL OF GREEN COLOR PAINTED BLUE AT THE TOP.  STATION
 LX3660'IS APEX OF SPIRE, ABOUT 75 FEET ABOVE GROUND.
 LX3660
 LX3660                          STATION RECOVERY (1987)
 LX3660
 LX3660'RECOVERY NOTE BY US POWER SQUADRON 1987 (DB)
 LX3660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3643 ***********************************************************************
 LX3643  DESIGNATION -  DERBY SECOND CONG CH SPIRE
 LX3643  PID         -  LX3643
 LX3643  STATE/COUNTY-  CT/NEW HAVEN
 LX3643  USGS QUAD   -  ANSONIA (1984)
 LX3643
 LX3643                         *CURRENT SURVEY CONTROL
 LX3643  ___________________________________________________________________
 LX3643* NAD 83(1996)-  41 19 20.30555(N)    073 05 22.75754(W)     ADJUSTED  
 LX3643* NAVD 88     -                                                        
 LX3643  ___________________________________________________________________
 LX3643  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 LX3643  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX3643
 LX3643  HORZ ORDER  -  THIRD
 LX3643
 LX3643.The horizontal coordinates were established by classical geodetic methods
 LX3643.and adjusted by the National Geodetic Survey in August 1998..
 LX3643
 LX3643
 LX3643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3643
 LX3643.The geoid height was determined by GEOID03.
 LX3643
 LX3643;                    North         East     Units Scale Factor Converg.
 LX3643;SPC CT       -   206,760.332   276,363.705   MT  0.99998991   -0 13 30.8
 LX3643;SPC CT       -   678,346.19    906,703.26   sFT  0.99998991   -0 13 30.8
 LX3643;UTM  18      - 4,576,297.490   659,881.611   MT  0.99991460   +1 15 42.0
 LX3643
 LX3643                          SUPERSEDED SURVEY CONTROL
 LX3643
 LX3643  NAD 83(1992)-  41 19 20.30451(N)    073 05 22.75745(W) AD(       ) 4
 LX3643  NAD 83(1986)-  41 19 20.30479(N)    073 05 22.76222(W) AD(       ) 4
 LX3643  NAD 27      -  41 19 19.95200(N)    073 05 24.37400(W) AD(       ) 3
 LX3643
 LX3643.Superseded values are not recommended for survey control.
 LX3643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3643.See file dsdata.txt to determine how the superseded data were derived.
 LX3643
 LX3643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5988276297(NAD 83)
 LX3643
 LX3643  HISTORY     - Date     Condition        Report By
 LX3643  HISTORY     - 1934     MONUMENTED       CTGS
 LX3643
 LX3643                          STATION DESCRIPTION
 LX3643
 LX3643'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3643'LOCATED IN THE CENTER OF THE CITY OF DERBY ON ELIZABETH STREET
 LX3643'OPPOSITE THE GREEN.  THE STRUCTURE IS A WHITE-FRAMED BUILDING
 LX3643'WITH TWO COLUMNS AT ITS ENTRANCE.  THE SPIRE IS OCTAGONAL AND
 LX3643'MADE OF WOOD.  STATION IS THE WEATHER VANE AT THE APEX OF THE
 LX3643'SPIRE ABOUT 125 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3636 ***********************************************************************
 LX3636  DESIGNATION -  DERBY ST MARYS RC CHURCH SPIRE
 LX3636  PID         -  LX3636
 LX3636  STATE/COUNTY-  CT/NEW HAVEN
 LX3636  USGS QUAD   -  ANSONIA (1984)
 LX3636
 LX3636                         *CURRENT SURVEY CONTROL
 LX3636  ___________________________________________________________________
 LX3636* NAD 83(1996)-  41 19 28.45125(N)    073 05 24.39778(W)     ADJUSTED  
 LX3636* NAVD 88     -                                                        
 LX3636  ___________________________________________________________________
 LX3636  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 LX3636  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3636
 LX3636  HORZ ORDER  -  THIRD
 LX3636
 LX3636.The horizontal coordinates were established by classical geodetic methods
 LX3636.and adjusted by the National Geodetic Survey in August 1998..
 LX3636
 LX3636
 LX3636.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3636
 LX3636.The geoid height was determined by GEOID03.
 LX3636
 LX3636;                    North         East     Units Scale Factor Converg.
 LX3636;SPC CT       -   207,011.773   276,326.548   MT  0.99998976   -0 13 31.8
 LX3636;SPC CT       -   679,171.13    906,581.35   sFT  0.99998976   -0 13 31.8
 LX3636;UTM  18      - 4,576,547.863   659,837.946   MT  0.99991442   +1 15 41.1
 LX3636
 LX3636                          SUPERSEDED SURVEY CONTROL
 LX3636
 LX3636  NAD 83(1992)-  41 19 28.45022(N)    073 05 24.39770(W) AD(       ) 4
 LX3636  NAD 83(1986)-  41 19 28.45038(N)    073 05 24.40246(W) AD(       ) 4
 LX3636  NAD 27      -  41 19 28.09700(N)    073 05 26.01400(W) AD(       ) 3
 LX3636
 LX3636.Superseded values are not recommended for survey control.
 LX3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3636.See file dsdata.txt to determine how the superseded data were derived.
 LX3636
 LX3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5983876548(NAD 83)
 LX3636
 LX3636  HISTORY     - Date     Condition        Report By
 LX3636  HISTORY     - 1934     MONUMENTED       CTGS
 LX3636
 LX3636                          STATION DESCRIPTION
 LX3636
 LX3636'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3636'ST. MARYS ROMAN CATHOLIC CHURCH IS LOCATED ON ELIZABETH STREET
 LX3636'IN THE CITY OF DERBY, TWO BLOCKS N OF THE GREEN ON THE W SIDE OF
 LX3636'THE STREET.  THERE ARE TWO SCHOOL BUILDINGS BY THE SAME NAME JUST
 LX3636'N OF THE CHURCH THAT WERE ERECTED IN 1897.  CHURCH IS RED-BRICK
 LX3636'WITH GRANITE BASE AND TWO FLIGHTS OF STEPS LEAD FROM THE STREET
 LX3636'TO THE DOOR.  THE SPIRE IS OCTAGONAL AND COVERED WITH SLATE
 LX3636'SHINGLES.  STATION IS THE CROSS AT TOP OF SPIRE ABOUT 150
 LX3636'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3655 ***********************************************************************
 LW3655  DESIGNATION -  DESKUS
 LW3655  PID         -  LW3655
 LW3655  STATE/COUNTY-  CT/WINDHAM
 LW3655  USGS QUAD   -  THOMPSON (1974)
 LW3655
 LW3655                         *CURRENT SURVEY CONTROL
 LW3655  ___________________________________________________________________
 LW3655* NAD 83(1996)-  41 53 29.55055(N)    071 52 05.59717(W)     ADJUSTED  
 LW3655* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 LW3655  ___________________________________________________________________
 LW3655  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LW3655  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW3655
 LW3655  HORZ ORDER  -  FIRST
 LW3655
 LW3655.The horizontal coordinates were established by classical geodetic methods
 LW3655.and adjusted by the National Geodetic Survey in August 1998..
 LW3655
 LW3655.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3655
 LW3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3655
 LW3655.The geoid height was determined by GEOID03.
 LW3655
 LW3655;                    North         East     Units Scale Factor Converg.
 LW3655;SPC CT       -   270,299.496   377,979.481   MT  1.00000262   +0 35 04.8
 LW3655;SPC CT       -   886,807.60  1,240,087.68   sFT  1.00000262   +0 35 04.8
 LW3655;UTM  19      - 4,641,713.042   262,046.852   MT  1.00029680   -1 54 57.9
 LW3655
 LW3655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3655!SPC CT       -   0.99997694  x   1.00000262  =   0.99997956
 LW3655!UTM  19      -   0.99997694  x   1.00029680  =   1.00027373
 LW3655
 LW3655:                Primary Azimuth Mark                     Grid Az
 LW3655:SPC CT       -  THOMPSON CONG CHURCH SPIRE               002 59 27.2
 LW3655:UTM  19      -  THOMPSON CONG CHURCH SPIRE               005 29 29.9
 LW3655
 LW3655|---------------------------------------------------------------------|
 LW3655| PID    Reference Object                     Distance      Geod. Az  |
 LW3655|                                                           dddmmss.s |
 LW3655| LW3635 THOMPSON CONG CHURCH SPIRE          APPROX. 7.4 KM 0033432.0 |
 LW3655| LW3648 VORTAC PUTNAM PUT                   APPROX. 7.4 KM 0154401.1 |
 LW3655| LW3634 PUTNAM HTS FIRST CH OF CHRIST       120.796 METERS 04016     |
 LW3655| LW3692 KILLINGLY MICROWAVE TOWER           APPROX. 4.5 KM 1195045.9 |
 LW3655| CB7645 DESKUS RM 1                          31.907 METERS 13911     |
 LW3655| CB7647 DESKUS RM 3 AZIMUTH                 119.481 METERS 17323     |
 LW3655| LW1752 GOODYEAR                            APPROX. 7.8 KM 1991031.3 |
 LW3655| CB7646 DESKUS RM 2                          15.715 METERS 26257     |
 LW3655| LW3738 PUTNAM RAD STA WINY MAST            APPROX. 2.5 KM 2983020.6 |
 LW3655| LW3730 PUTNAM CITY STANDPIPE               APPROX. 3.9 KM 3101214.4 |
 LW3655|---------------------------------------------------------------------|
 LW3655
 LW3655                          SUPERSEDED SURVEY CONTROL
 LW3655
 LW3655  NAD 83(1996)-  41 53 29.55023(N)    071 52 05.59698(W) AD(       ) 1
 LW3655  NAD 83(1992)-  41 53 29.54986(N)    071 52 05.59639(W) AD(       ) 1
 LW3655  NAD 83(1992)-  41 53 29.54986(N)    071 52 05.59663(W) AD(       ) 1
 LW3655  NAD 83(1986)-  41 53 29.55061(N)    071 52 05.59581(W) AD(       ) 1
 LW3655  NAD 27      -  41 53 29.19663(N)    071 52 07.33439(W) AD(       ) 1
 LW3655  NGVD 29 (07/19/86)  176.9    (m)          580.     (f) VERT ANG       
 LW3655
 LW3655.Superseded values are not recommended for survey control.
 LW3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3655.See file dsdata.txt to determine how the superseded data were derived.
 LW3655
 LW3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6204741713(NAD 83)
 LW3655_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3655+STABILITY: SURFACE MOTION
 LW3655
 LW3655  HISTORY     - Date     Condition        Report By
 LW3655  HISTORY     - 1977     MONUMENTED       NGS
 LW3655  HISTORY     - 19961117 GOOD             USPSQD
 LW3655
 LW3655                          STATION DESCRIPTION
 LW3655
 LW3655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3655'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF DANIELSON, 2-1/2
 LW3655'MILES SOUTHEAST OF PUTNAM, 1-1/2 MILES NORTHEAST OF ATTAWAUGAN
 LW3655'AND ON THE PROPERTY OF MR. C. HARRIS CROOK, 29 CLIFMORE, WEST
 LW3655'HARTFORD, CONNECTICUT 06107.  PHONE NO. 521-8180.
 LW3655'
 LW3655'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 12 AND
 LW3655'21 ABOUT 1/2 MILE NORTH OF ATTAWAUGAN, GO NORTHEAST ON HIGHWAY
 LW3655'21 FOR 1.05 MILES TO THE STATION ON THE LEFT.
 LW3655'
 LW3655'STATION MARKS, STAMPED---DESKUS 1977---, ARE STANDARD DISKS.
 LW3655'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LW3655'THAT IS ABOUT 4 INCHES BELOW THE GROUND SURFACE.  THE
 LW3655'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT
 LW3655'IS ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE 50.5
 LW3655'FEET WEST OF THE CENTER OF STATE HIGHWAY 21, 29 FEET NORTH
 LW3655'OF AN 18-INCH TREE, 19 FEET SOUTH OF A ROCK FENCE AND 17.5
 LW3655'FEET EAST OF A TRIANGLE BLAZED TREE.
 LW3655'A 30-INCH LONG STEEL ROD WAS DRIVEN BESIDE THE STATION
 LW3655'MARK.
 LW3655'
 LW3655'REFERENCE MARK 1, STAMPED---DESKUS NO 1 1977---, IS A STANDARD
 LW3655'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT
 LW3655'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 33.5 FEET
 LW3655'SOUTHEAST OF THE CENTER LINE OF
 LW3655'HIGHWAY 21 AND 10.5 FEET SOUTH OF A 36-INCH TREE.
 LW3655'
 LW3655'REFERENCE MARK 2, STAMPED---DESKUS NO 2 1977---, IS A STANDARD
 LW3655'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT
 LW3655'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35.5 FEET WEST
 LW3655'OF THE TRIANGLE BLAZED TREE,
 LW3655'27 FEET SOUTH OF THE ROCK FENCE AND 26 FEET
 LW3655'SOUTH-SOUTHEAST OF A 24-INCH TREE.
 LW3655'
 LW3655'REFERENCE MARK 3, STAMPED---DESKUS NO 3 1977---, IS A
 LW3655'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 LW3655'THAT IS
 LW3655'FLUSH WITH THE GROUND.  IT IS 18 FEET EAST OF THE CENTER
 LW3655'OF STATE HIGHWAY 21, 17.5 FEET WEST-NORTHWEST OF A TWIN
 LW3655'TRUNK OAK TREE AND 11.2 FEET WEST OF A METAL WITNESS POST.
 LW3655'
 LW3655'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK AT THIS
 LW3655'TIME.
 LW3655'
 LW3655'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 31.5 METERS.
 LW3655'
 LW3655'DESCRIBED BY L.K. ZURFLUH.
 LW3655
 LW3655                          STATION RECOVERY (1996)
 LW3655
 LW3655'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5985 ***********************************************************************
 LX5985  DESIGNATION -  DEVILS WHARF LIGHT
 LX5985  PID         -  LX5985
 LX5985  STATE/COUNTY-  CT/MIDDLESEX
 LX5985  USGS QUAD   -  DEEP RIVER (1971)
 LX5985
 LX5985                         *CURRENT SURVEY CONTROL
 LX5985  ___________________________________________________________________
 LX5985* NAD 83(1996)-  41 23 20.23173(N)    072 25 03.74254(W)     ADJUSTED  
 LX5985* NAVD 88     -                                                        
 LX5985  ___________________________________________________________________
 LX5985  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX5985  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX5985
 LX5985  HORZ ORDER  -  THIRD
 LX5985
 LX5985.The horizontal coordinates were established by classical geodetic methods
 LX5985.and adjusted by the National Geodetic Survey in August 1998..
 LX5985
 LX5985
 LX5985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5985
 LX5985.The geoid height was determined by GEOID03.
 LX5985
 LX5985;                    North         East     Units Scale Factor Converg.
 LX5985;SPC CT       -   214,159.567   332,592.758   MT  0.99998631   +0 13 13.2
 LX5985;SPC CT       -   702,621.85  1,091,181.41   sFT  0.99998631   +0 13 13.2
 LX5985;UTM  18      - 4,585,153.976   715,902.479   MT  1.00017370   +1 42 28.8
 LX5985
 LX5985                          SUPERSEDED SURVEY CONTROL
 LX5985
 LX5985  NAD 83(1992)-  41 23 20.23085(N)    072 25 03.74224(W) AD(       ) 4
 LX5985  NAD 83(1986)-  41 23 20.23270(N)    072 25 03.74531(W) AD(       ) 4
 LX5985  NAD 27      -  41 23 19.87300(N)    072 25 05.45300(W) AD(       ) 3
 LX5985
 LX5985.Superseded values are not recommended for survey control.
 LX5985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5985.See file dsdata.txt to determine how the superseded data were derived.
 LX5985
 LX5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1590285154(NAD 83)
 LX5985
 LX5985  HISTORY     - Date     Condition        Report By
 LX5985  HISTORY     - UNK      MONUMENTED
 LX5985  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5985  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5985  HISTORY     - 1984     GOOD             USPSQD
 LX5985
 LX5985                          STATION DESCRIPTION
 LX5985
 LX5985'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5985'THE LIGHT IS ON THE W SHORE OF THE CONNECTICUT RIVER, APPROXIMATELY
 LX5985'1 MI. DOWNSTREAM FROM THE TOWN OF DEEP RIVER, AND ABOUT DUE
 LX5985'W OF THE S TIP OF EUSTASIA ISLAND.  THE LIGHT IS ON A STRING
 LX5985'OF ROCKS EXTENDING FROM THE W SHORE OF THE RIVER.  IT IS
 LX5985'BUILT ON A ROCK FOUNDATION WHICH SUPPORTS A CONCRETE BASE,
 LX5985'PAINTED BLACK.  THERE IS A WHITE MIDDLE SECTION AND A BLACK-TOP
 LX5985'STRUCTURE MADE OF IRON FRAMEWORK.
 LX5985
 LX5985                          STATION RECOVERY (1969)
 LX5985
 LX5985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5985'DESTROYED.  THE LIGHT HAS BEEN RAZED.  THE CONCRETE BASE
 LX5985'STILL REMAINS.
 LX5985
 LX5985                          STATION RECOVERY (1984)
 LX5985
 LX5985'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5985'THE CONCRETE BASE OF THE LIGHT REMAINS AS DESCRIBED IN 1969 REPORT
 LX5985'OF J.K.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3488 ***********************************************************************
 LX3488  DESIGNATION -  DEVINE
 LX3488  PID         -  LX3488
 LX3488  STATE/COUNTY-  CT/LITCHFIELD
 LX3488  USGS QUAD   -  TORRINGTON (1984)
 LX3488
 LX3488                         *CURRENT SURVEY CONTROL
 LX3488  ___________________________________________________________________
 LX3488* NAD 83(1996)-  41 48 42.24501(N)    073 02 38.17129(W)     ADJUSTED  
 LX3488* NAVD 88     -       362.1    (meters)    1188.     (feet)  VERTCON   
 LX3488  ___________________________________________________________________
 LX3488  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 LX3488  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX3488
 LX3488  HORZ ORDER  -  FIRST
 LX3488
 LX3488.The horizontal coordinates were established by classical geodetic methods
 LX3488.and adjusted by the National Geodetic Survey in August 1998..
 LX3488
 LX3488.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3488
 LX3488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3488
 LX3488.The geoid height was determined by GEOID03.
 LX3488
 LX3488;                    North         East     Units Scale Factor Converg.
 LX3488;SPC CT       -   261,103.465   280,376.270   MT  0.99999489   -0 11 41.6
 LX3488;SPC CT       -   856,636.95    919,867.81   sFT  0.99999489   -0 11 41.6
 LX3488;SPC MA M     -   841,319.903    71,715.949   MT  0.99998745   -1 02 13.6
 LX3488;SPC MA M     - 2,760,230.38    235,288.08   sFT  0.99998745   -1 02 13.6
 LX3488;UTM  18      - 4,630,723.095   662,476.719   MT  0.99992485   +1 18 15.7
 LX3488
 LX3488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3488!SPC CT       -   0.99994775  x   0.99999489  =   0.99994264
 LX3488!SPC MA M     -   0.99994775  x   0.99998745  =   0.99993520
 LX3488!UTM  18      -   0.99994775  x   0.99992485  =   0.99987261
 LX3488
 LX3488|---------------------------------------------------------------------|
 LX3488| PID    Reference Object                     Distance      Geod. Az  |
 LX3488|                                                           dddmmss.s |
 LX3488| CB3990 DEVINE RM 1                          19.610 METERS 08531     |
 LX3488| LX7271 WATER                               APPROX. 7.8 KM 1080152.7 |
 LX3488| CB3989 DEVINE AZ MK                                       1575815.8 |
 LX3488| CB3991 DEVINE RM 2                          12.818 METERS 18423     |
 LX3488|---------------------------------------------------------------------|
 LX3488
 LX3488                          SUPERSEDED SURVEY CONTROL
 LX3488
 LX3488  NAD 83(1996)-  41 48 42.24479(N)    073 02 38.17149(W) AD(       ) 1
 LX3488  NAD 83(1992)-  41 48 42.24523(N)    073 02 38.17192(W) AD(       ) 1
 LX3488  NAD 83(1992)-  41 48 42.24632(N)    073 02 38.17281(W) AD(       ) 1
 LX3488  NAD 83(1986)-  41 48 42.24622(N)    073 02 38.17314(W) AD(       ) 1
 LX3488  NAD 27      -  41 48 41.89400(N)    073 02 39.78300(W) AD(       ) 1
 LX3488  NGVD 29 (07/19/86)  362.3    (m)         1189.     (f) VERT ANG       
 LX3488
 LX3488.Superseded values are not recommended for survey control.
 LX3488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3488.See file dsdata.txt to determine how the superseded data were derived.
 LX3488
 LX3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6247730723(NAD 83)
 LX3488_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3488_SETTING: 80 = SET IN A BOULDER
 LX3488_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX3488_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3488
 LX3488  HISTORY     - Date     Condition        Report By
 LX3488  HISTORY     - 1938     MONUMENTED       CTGS
 LX3488  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX3488  HISTORY     - 1980     GOOD             NGS
 LX3488
 LX3488                          STATION DESCRIPTION
 LX3488
 LX3488'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3488'ON THE PROPERTY OF MRS. F.J. DEVINE, ON THE HIGHEST POINT OF
 LX3488'THE SAID PROPERTY, IN THE WOODS JUST NORTH OF THE APPLE
 LX3488'ORCHARD, 90 FEET NORTH OF STONE AND WIRE FENCE DIVIDING WOODS
 LX3488'AND ORCHARD, AND 30 FEET WEST OF A PATH LEADING FROM OPENING IN
 LX3488'FENCE.  STATION IS STAMPED DEVINE-1938, AND IS FLUSH WITH THE
 LX3488'GROUND.
 LX3488'
 LX3488'TO REACH FROM THE POST OFFICE ON STATE HIGHWAY 4 IN TORRINGTON,
 LX3488'GO EAST ON STATE HIGHWAY 4 (IN THE DIRECTION OF HARTFORD),
 LX3488'PASSING THE MAIN SQUARE IN TORRINGTON ONE BLOCK DOWN FROM THE
 LX3488'POST OFFICE FOR 5.2 MILES TO A T-ROAD AT A SOCONY GASOLINE
 LX3488'STATION ON THE RIGHT.  TURN RIGHT AND PROCEED UP DIRT ROAD
 LX3488'(SOUTH) FOR 1.5 MILES TO ENTRANCE TO MRS. DEVINES RESIDENCE ON
 LX3488'RIGHT (WEST).  PROCEED TOWARDS THE HOUSE FOR 150 FEET, THEN
 LX3488'TURN RIGHT (NORTH) ON FARM ROAD AND GO THROUGH PASTURE, STONE
 LX3488'FENCE, AND APPLE ORCHARD (ABOUT 800 FEET) TO BAR GATE AND
 LX3488'STATION 100 FEET NORTH-NORTHWEST.
 LX3488'
 LX3488'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LX3488'SET IN A BOULDER, NOTES 4 AND 12A.
 LX3488'
 LX3488'REFERENCE MARK NO.1 IS 64.32 FEET EAST OF THE STATION, AND IS
 LX3488'STAMPED DEVINE-1938-NO.1.  REFERENCE MARK NO.2 IS 42.05 FEET
 LX3488'SOUTH OF THE STATION, AND IS STAMPED DEVINE-1938-NO.2.
 LX3488'
 LX3488'AZIMUTH MARK IS ABOUT 1,000 FEET SOUTH OF STATION, 15 FEET
 LX3488'EAST OF THE WELL ON THE EAST EDGE OF THE DEVINE PROPERTY, AND
 LX3488'73 FEET WEST OF THE BARWAY POSTS AT THE ENTRANCE OF THE PROPERTY,
 LX3488'AND 200 FEET EAST OF THE DEVINE HOUSE.  MARK IS STAMPED
 LX3488'DEVINE-1938.
 LX3488'
 LX3488'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 LX3488
 LX3488                          STATION RECOVERY (1971)
 LX3488
 LX3488'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX3488'STATION DEVINE 1938, THE TWO RMS AND THE AZIMUTH MARK WERE
 LX3488'FOUND IN GOOD CONDITION.
 LX3488'
 LX3488'TO REACH FROM THE INTERSECTION OF RT. 219 (TOWN HILL RD.) AND
 LX3488'RT. 25 IN NEW HARTFORD, GO WEST ON RT. 25 FOR 0.85 MILE TO
 LX3488'COTTON HILL RD. ON THE LEFT.  TURN LEFT AND PROCEED UP COTTON
 LX3488'HILL RD. (S) 1.56 MILES TO GRAVEL DRIVE ON RIGHT, JUST PAST
 LX3488'HELTCO POLE 2649.  PROCEED WEST ON DRIVE FOR 150 FT THEN
 LX3488'TURN (N) RIGHT ONTO FARM ROAD AND GO THROUGH PASTURE, TWO STONE
 LX3488'WALLS AND AN APPLE ORCHARD (ABOUT 800 FT) TO BAR GATE AND
 LX3488'STATION 100 FT NNW.
 LX3488
 LX3488                          STATION RECOVERY (1980)
 LX3488
 LX3488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3488'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LX3488'RECOVERED IN GOOD CONDITION.  ADEQUATE CHECK ON REFERENCE MARKS
 LX3488'FOR MEASUREMENTS AND ANGLE.
 LX3488'
 LX3488'THE STATION IS LOCATED
 LX3488'ABOUT 6.4 KM (4 MI) EAST OF TORRINGTON, 2.8 KM (1-3/4 MI)
 LX3488'SOUTHEAST FROM THE JUNCTION OF U.S. HIGHWAY 202 AND
 LX3488'STATE HIGHWAY 219 , AND 1.4 KM (0.9 MI) NORTH OF THE
 LX3488'HARTFORD COUNTY LINE.
 LX3488'OWNERSHIP--LUIGINO IABONI, 54 VERNON STREET,
 LX3488'BRIDGEPORT, CT 06608.
 LX3488'
 LX3488'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 202 AND
 LX3488'219, 8.85 KM (5-1/2 MI) NORTHEAST OF TORRINGTON, GO WEST ON STATE
 LX3488'HIGHWAY 202 FOR 1.85 KM (1.15 MI) TO A PAVED ROAD LEFT (COTTON
 LX3488'HILL ROAD) JUST PAST A TRAFFIC SIGNAL.  TURN LEFT AND GO SOUTHERLY
 LX3488'ON COTTON HILL ROAD FOR 1.6 KM (1.0 MI) TO THE END OF PAVEMENT.
 LX3488'CONTINUE SOUTHERLY ON GRAVEL ROAD FOR 1.1 KM (0.7 MI) TO THE RESTART
 LX3488'OF THE PAVEMENT AND A DIRT DRIVEWAY ON THE RIGHT.  TURN RIGHT
 LX3488'WESTERLY, INTO DRIVEWAY FOR 30 METERS TO THE AZIMUTH ON THE LEFT.
 LX3488'CONTINUE ABOUT 15 METERS, THEN BEAR RIGHT PASSING THROUGH A ROW OF
 LX3488'PINE TREES AND ALONG THE EDGE OF A HAY FIELD FOR 0.1 KM (0.05 MI)
 LX3488'TO AN OVERGROWN ROAD BETWEEN TWO ROWS OF ASH TREES.  BEAR RIGHT
 LX3488'BETWEEN THE TWO ROWS OF TREES FOR 0.15 KM (0.1 MI) TO A STONE
 LX3488'FENCE.  CONTINUE AHEAD THROUGH GAP PASSING THROUGH A
 LX3488'HAY FIELD, THROUGH ANOTHER STONE FENCE THEN BETWEEN TWO LARGE
 LX3488'VINE COVERED APPLE TREES TO A STONE FENCE AND THE STATION 35 METERS
 LX3488'BEYOND.  (AT THIS TIME, THE BUILDING CREW MADE A GAP IN THIS LAST
 LX3488'STONE FENCE AND CUT A ROAD TO THE STATION.  THE FENCE WILL BE
 LX3488'REBUILT WHEN TOWER IS TORN-DOWN.)
 LX3488'
 LX3488'THE STATION IS A STANDARD CGS DISK
 LX3488'STAMPED---DEVINE 1938---,
 LX3488'SET INTO BEDROCK RECESSED 0.1 METER.
 LX3488'IT IS LOCATED
 LX3488'35 METERS (115 FT) NORTH FROM A ROCK FENCE AND AT HIGHEST
 LX3488'ELEVATION.
 LX3488'
 LX3488'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX3488'STAMPED---DEVINE 1938 NO 1---,
 LX3488'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3488'33.8 METERS (111.0 FT) NORTH FROM A ROCK FENCE.
 LX3488'MARK IS BELOW STATION 0.3 METERS.
 LX3488'
 LX3488'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX3488'STAMPED---DEVINE 1938---,
 LX3488'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3488'23.6 METERS (77.5 FT) NORTH FROM A ROCK WALL,
 LX3488'7.05 METERS (23.1 FT) SOUTHEAST FROM WOODS ROAD, AND
 LX3488'1.00 METERS (3.2 FT) NORTHEAST FROM A METAL WITNESS POST.
 LX3488'MARK IS ABOVE STATION 2 METERS.
 LX3488'
 LX3488'AZIMUTH MARK NUMBER 1 IS A STANDARD CGS DISK
 LX3488'STAMPED---DEVINE 1938---,
 LX3488'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3488'61 METERS (200 FT) EAST FROM THE HOUSE,
 LX3488'22.2 METERS (73 FT) WEST FROM BARWAY POSTS AT ENTRANCE TO
 LX3488'PROPERTY, AND
 LX3488'4.6 METERS (15 FT) EAST FROM A WELL ON THE EAST EDGE OF THE
 LX3488'PROPERTY.
 LX3488'
 LX3488'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.9 METERS.
 LX3488'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION.
 LX3488'
 LX3488'DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3697 ***********************************************************************
 LX3697  DESIGNATION -  DEVON CENTER RAILROAD TOWER
 LX3697  PID         -  LX3697
 LX3697  STATE/COUNTY-  CT/FAIRFIELD
 LX3697  USGS QUAD   -  MILFORD (1984)
 LX3697
 LX3697                         *CURRENT SURVEY CONTROL
 LX3697  ___________________________________________________________________
 LX3697* NAD 83(1996)-  41 12 18.87906(N)    073 06 35.65329(W)     ADJUSTED  
 LX3697* NAVD 88     -                                                        
 LX3697  ___________________________________________________________________
 LX3697  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LX3697  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3697
 LX3697  HORZ ORDER  -  THIRD
 LX3697
 LX3697.The horizontal coordinates were established by classical geodetic methods
 LX3697.and adjusted by the National Geodetic Survey in August 1998..
 LX3697
 LX3697
 LX3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3697
 LX3697.The geoid height was determined by GEOID03.
 LX3697
 LX3697;                    North         East     Units Scale Factor Converg.
 LX3697;SPC CT       -   193,766.489   274,614.276   MT  0.99999947   -0 14 19.1
 LX3697;SPC CT       -   635,715.56    900,963.67   sFT  0.99999947   -0 14 19.1
 LX3697;SPC NY L     -   115,712.548   374,655.394   MT  1.00001407   +0 34 55.9
 LX3697;SPC NY L     -   379,633.58  1,229,181.91   sFT  1.00001407   +0 34 55.9
 LX3697;UTM  18      - 4,563,263.739   658,469.723   MT  0.99990907   +1 14 43.4
 LX3697
 LX3697                          SUPERSEDED SURVEY CONTROL
 LX3697
 LX3697  NAD 83(1992)-  41 12 18.87781(N)    073 06 35.65276(W) AD(       ) 4
 LX3697  NAD 83(1986)-  41 12 18.88243(N)    073 06 35.65691(W) AD(       ) 4
 LX3697  NAD 27      -  41 12 18.53100(N)    073 06 37.26400(W) AD(       ) 3
 LX3697
 LX3697.Superseded values are not recommended for survey control.
 LX3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3697.See file dsdata.txt to determine how the superseded data were derived.
 LX3697
 LX3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5847063264(NAD 83)
 LX3697
 LX3697  HISTORY     - Date     Condition        Report By
 LX3697  HISTORY     - 1933     MONUMENTED       CGS
 LX3697  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3697  HISTORY     - 1987     GOOD             USPSQD
 LX3697
 LX3697                          STATION DESCRIPTION
 LX3697
 LX3697'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3697'THE STEEL TRANSMISSION TOWER OF THE NEW YORK, NEW HAVEN AND
 LX3697'HARTFORD RAILROAD BRIDGE OVER THE HOUSATONIC RIVER AT
 LX3697'DEVON IS IN THE CENTER OF THE RIVER AT THE E END OF THE
 LX3697'DRAW.  THE TOWER CONSISTS OF TWO VERTICAL TOWERS LACED TOGETHER
 LX3697'BY THREE GIRDERS WITH DIAGONAL BRACINGS BETWEEN EACH GIRDER AND
 LX3697'SUPPORTED ON A CONCRETE ABUTMENT.  THE CENTER TOWER IS NOT AS
 LX3697'STRONG AS THE E AND W TOWER.
 LX3697'
 LX3697'STATION IS THE CENTER OF THE GIRDER AT THE TOP.  HEIGHT ABOUT
 LX3697'250 FEET.
 LX3697
 LX3697                          STATION RECOVERY (1961)
 LX3697
 LX3697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3697'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX3697
 LX3697                          STATION RECOVERY (1987)
 LX3697
 LX3697'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEF)
 LX3697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3694 ***********************************************************************
 LX3694  DESIGNATION -  DEVON CONN P AND L PLANT N STK
 LX3694  PID         -  LX3694
 LX3694  STATE/COUNTY-  CT/NEW HAVEN
 LX3694  USGS QUAD   -  MILFORD (1984)
 LX3694
 LX3694                         *CURRENT SURVEY CONTROL
 LX3694  ___________________________________________________________________
 LX3694* NAD 83(1996)-  41 12 32.73192(N)    073 06 30.43216(W)     ADJUSTED  
 LX3694* NAVD 88     -                                                        
 LX3694  ___________________________________________________________________
 LX3694  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LX3694  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3694
 LX3694  HORZ ORDER  -  THIRD
 LX3694
 LX3694.The horizontal coordinates were established by classical geodetic methods
 LX3694.and adjusted by the National Geodetic Survey in August 1998..
 LX3694
 LX3694
 LX3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3694
 LX3694.The geoid height was determined by GEOID03.
 LX3694
 LX3694;                    North         East     Units Scale Factor Converg.
 LX3694;SPC CT       -   194,193.332   274,737.690   MT  0.99999909   -0 14 15.6
 LX3694;SPC CT       -   637,115.96    901,368.57   sFT  0.99999909   -0 14 15.6
 LX3694;SPC NY L     -   116,141.122   374,772.684   MT  1.00001449   +0 34 59.3
 LX3694;SPC NY L     -   381,039.66  1,229,566.71   sFT  1.00001449   +0 34 59.3
 LX3694;UTM  18      - 4,563,693.597   658,582.032   MT  0.99990951   +1 14 47.1
 LX3694
 LX3694                          SUPERSEDED SURVEY CONTROL
 LX3694
 LX3694  NAD 83(1992)-  41 12 32.73062(N)    073 06 30.43162(W) AD(       ) 4
 LX3694  NAD 83(1986)-  41 12 32.73518(N)    073 06 30.43596(W) AD(       ) 4
 LX3694  NAD 27      -  41 12 32.35800(N)    073 06 31.92700(W) AD(       ) 3
 LX3694
 LX3694.Superseded values are not recommended for survey control.
 LX3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3694.See file dsdata.txt to determine how the superseded data were derived.
 LX3694
 LX3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5858263694(NAD 83)
 LX3694
 LX3694  HISTORY     - Date     Condition        Report By
 LX3694  HISTORY     - UNK      MONUMENTED
 LX3694  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX3694  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3694  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3694
 LX3694                          STATION DESCRIPTION
 LX3694
 LX3694'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3694'LOCATED IN THE TOWN OF MILFORD ON THE E BANK OF THE HOUSATONIC
 LX3694'RIVER IS THE DEVON PLANT OF THE CONNECTICUT LIGHT AND POWER
 LX3694'COMPANY, WITH TWIN BLACK SMOKE STACKS.  THEY ARE MADE OF SHEET
 LX3694'STEEL.  A LADDER GOES UP THE SIDE OF EACH.  THERE IS ALSO A
 LX3694'SMALL PLATFORM AROUND THE TOP OF EACH AND THEY STAND ABOUT
 LX3694'400 FEET ABOVE THE GROUND AND ARE 8 FEET IN DIAMETER.  THEY ARE
 LX3694'JUST N OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX3694'BRIDGE.  FROM THE STRATFORD POINT LIGHTHOUSE ONE STACK ALMOST
 LX3694'COMPLETELY HIDES THE OTHER NEAR ENOUGH TO BE CALLED ON RANGE
 LX3694'AND IT IS IMPOSSIBLE TO TELL WHICH IS WHICH.
 LX3694
 LX3694                          STATION RECOVERY (1958)
 LX3694
 LX3694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HEF)
 LX3694'TWO STACKS WERE SEEN FROM WELCHS POINT.  THE MOST SOUTHERLY STACK
 LX3694'WAS OBSERVED BUT FAILED TO CHECK THE 1932 STATION.  OBSERVATION
 LX3694'INDICATED THE STACK TO BE SOUTH OF THE 1932 STATION.  NO LADDER
 LX3694'WAS VISIBLE ON THIS STACK, HOWEVER ONE WAS SEEN ON THE MORE
 LX3694'NORTHERLY STACK.  IT IS POSSIBLE NORTH STACK 1932 HAS BEEN
 LX3694'DESTROYED.  IT IS RECOMMENDED THESE STACKS BE USED WITH CAUTION.
 LX3694
 LX3694                          STATION RECOVERY (1961)
 LX3694
 LX3694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 LX3694'NOT RECOVERED.  THIS STACK WAS DISMANTLED IN 1949, AND NOT
 LX3694'REPLACED.  HOWEVER, A SMALLER STACK, ABOUT 225 FT. HIGH, ERECTED
 LX3694'IN 1951, IS APPROX. IN THE SAME LOCATION AS THE OLD N STACK.  SEE
 LX3694'MY REPORT ON SIX STACKS AT POWER PLANT, (2/27/61).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3700 ***********************************************************************
 LX3700  DESIGNATION -  DEVON CONN P AND L PLANT S STK
 LX3700  PID         -  LX3700
 LX3700  STATE/COUNTY-  CT/NEW HAVEN
 LX3700  USGS QUAD   -  MILFORD (1984)
 LX3700
 LX3700                         *CURRENT SURVEY CONTROL
 LX3700  ___________________________________________________________________
 LX3700* NAD 83(1996)-  41 12 31.92795(N)    073 06 30.37212(W)     ADJUSTED  
 LX3700* NAVD 88     -                                                        
 LX3700  ___________________________________________________________________
 LX3700  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LX3700  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3700
 LX3700  HORZ ORDER  -  THIRD
 LX3700
 LX3700.The horizontal coordinates were established by classical geodetic methods
 LX3700.and adjusted by the National Geodetic Survey in August 1998..
 LX3700
 LX3700
 LX3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3700
 LX3700.The geoid height was determined by GEOID03.
 LX3700
 LX3700;                    North         East     Units Scale Factor Converg.
 LX3700;SPC CT       -   194,168.525   274,738.986   MT  0.99999912   -0 14 15.6
 LX3700;SPC CT       -   637,034.57    901,372.82   sFT  0.99999912   -0 14 15.6
 LX3700;SPC NY L     -   116,116.335   374,774.335   MT  1.00001447   +0 34 59.4
 LX3700;SPC NY L     -   380,958.34  1,229,572.13   sFT  1.00001447   +0 34 59.4
 LX3700;UTM  18      - 4,563,668.833   658,583.970   MT  0.99990952   +1 14 47.2
 LX3700
 LX3700                          SUPERSEDED SURVEY CONTROL
 LX3700
 LX3700  NAD 83(1992)-  41 12 31.92665(N)    073 06 30.37164(W) AD(       ) 4
 LX3700  NAD 83(1986)-  41 12 31.93115(N)    073 06 30.37581(W) AD(       ) 4
 LX3700  NAD 27      -  41 12 31.59100(N)    073 06 32.03700(W) AD(       ) 3
 LX3700
 LX3700.Superseded values are not recommended for survey control.
 LX3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3700.See file dsdata.txt to determine how the superseded data were derived.
 LX3700
 LX3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5858463669(NAD 83)
 LX3700_MARKER: 63 = STACK
 LX3700
 LX3700  HISTORY     - Date     Condition        Report By
 LX3700  HISTORY     - UNK      FIRST OBSERVED
 LX3700  HISTORY     - 1934     GOOD             CGS
 LX3700  HISTORY     - 1958     GOOD             CGS
 LX3700  HISTORY     - 1961     GOOD             CGS
 LX3700  HISTORY     - 1961     GOOD             CGS
 LX3700  HISTORY     - 1964     GOOD             CGS
 LX3700
 LX3700                          STATION DESCRIPTION
 LX3700
 LX3700'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3700'LOCATED IN THE TOWN OF MILFORD ON THE E BANK OF THE HOUSATONIC
 LX3700'RIVER IS THE DEVON PLANT OF THE CONNECTICUT LIGHT AND POWER
 LX3700'COMPANY WITH TWIN BLACK SMOKE STACKS.  THEY ARE MADE OF SHEET
 LX3700'STEEL.  A LADDER GOES UP THE SIDE OF EACH.  THERE IS ALSO A SMALL
 LX3700'PLATFORM AROUND THE TOP OF EACH AND THEY STAND ABOUT 400 FEET
 LX3700'ABOVE THE GROUND AND ARE 8 FEET IN DIAMETER.  THEY ARE JUST N OF
 LX3700'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD BRIDGE.  FROM
 LX3700'THE STRATFORD POINT LIGHTHOUSE ONE STACK ALMOST COMPLETELY
 LX3700'HIDES THE OTHER NEAR ENOUGH TO BE CALLED ON RANGE AND IT IS
 LX3700'IMPOSSIBLE TO TELL WHICH IS WHICH.
 LX3700
 LX3700                          STATION RECOVERY (1958)
 LX3700
 LX3700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HEF)
 LX3700'TWO STACKS WERE SEEN FROM WELCHS POINT.  THE MOST SOUTHERLY STACK
 LX3700'WAS OBSERVED BUT FAILED TO CHECK THE 1932 STATION.  OBSERVATION
 LX3700'INDICATED THE STACK TO BE SOUTH OF THE 1932 STATION.  NO LADDER
 LX3700'WAS VISIBLE ON THIS STACK, HOWEVER ONE WAS SEEN ON THE MORE
 LX3700'NORTHERLY STACK.  IT IS POSSIBLE NORTH STACK 1932 HAS BEEN
 LX3700'DESTROYED.  IT IS RECOMMENDED THESE STACKS BE USED WITH CAUTION.
 LX3700
 LX3700                          STATION RECOVERY (1961)
 LX3700
 LX3700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3700'RECOVERED IN GOOD CONDITION, ESSENTIALLY AS DESCRIBED.  STACK
 LX3700'IS MADE OF STEEL, NOW PAINTED A SMOKY YELLOW.
 LX3700'
 LX3700'THE PHRASE, TWIN ..SMOKE STACKS, STILL APPLIES, BUT THIS OLD
 LX3700'STACK, ERECTED IN 1924, IS NOW THE NORTHERN ONE OF TWO TALL
 LX3700'TWINS.  THE PRESENT, S N, EQUALLY TALL, STACK IS THE NEWEST OF
 LX3700'THIS GROUP OF SIX STACKS.
 LX3700'
 LX3700'SOUNDS A BIT CONFUSING, SO IVE MADE A SKETCH, COVERING ALL
 LX3700'THIS.  I KNOW I WAS THOROUGHLY CONFUSED, UNTIL MR. BURKE,
 LX3700'PERSONNEL MGR. AT THE PLANT, EXPLAINED DETAILS TO ME.  ID
 LX3700'ESTIMATE THAT THE PRESENT SOUTHERNMOST STACK (THE NEWEST IN A
 LX3700'GROUP OF SIX), IS ABOUT THE SAME DISTANCE S OF OLD SOUTH AS
 LX3700'OLD NORTH WAS N OF OLD SOUTH.  MR. BURKE GAVE ME THE FIGURE,
 LX3700'340 FT. ABOVE M.S.L., WHICH APPLIES TO THE PRESENT TWO TALLER
 LX3700'SOUTHERN STACKS.  THE 4 SMALLER STACKS TO THE N ARE ABOUT 225
 LX3700'FT. HIGH.
 LX3700'
 LX3700'AT THE PLANT, BURKE DOES NOT HAVE LAT. OR LONG., NOR PLANE
 LX3700'COORDINATES.  I WOULD ASSUME THAT CONSTRUCTION ENGINEERS FOR THE
 LX3700'CONN. POWER AND LIGHT CO. DO HAVE THIS INFORMATION.  ILL TRY TO
 LX3700'GET IT.
 LX3700
 LX3700                          STATION RECOVERY (1961)
 LX3700
 LX3700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3700'SEE REPORTS ON N STACK, 32 (NOT RECOVERED).  AND S STACK,
 LX3700'RECOVERED BY G.C.M. IN 34, AND BY C.H.O. IN 61.  REPORTS DATED
 LX3700'2/27/61, BY C.H.O.
 LX3700'
 LX3700'ATTACHED SKETCH AND TWO REPORTS NOTED ABOVE, GIVE THE ESSENTIAL
 LX3700'FACTS ON C.P. AND L. PLANT AT DEVON, CONN.  FOR CLARITY, IVE
 LX3700'NUMBERED THE STACKS, IN THEIR ORDER, GOING N FROM THE BRIDGE.
 LX3700'THESE NUMBERS ARE NOT PAINTED ON THE STACKS.
 LX3700'
 LX3700'I HOPE TO GET LAT. AND LONG. OF ALL SIX STACKS FROM THE POWER
 LX3700'COMPANYS CONSTRUCTION ENGINEERS.  IF UNAVAILABLE, I CAN LOCATE
 LX3700'THEM.  HOWEVER, IT IS MY OPINION THAT ONLY THE TWO TALLER STACKS
 LX3700'(OLD S, AND NEW S) BE SHOWN ON CHART 219.  THE FOUR SMALLER
 LX3700'STACKS TO THE N, MIGHT BE SHOWN IN SMALL CIRCLES, IF THIS DOES
 LX3700'NOT CLUTTER UP THE GENERAL APPEARANCE OF 219.
 LX3700'
 LX3700'OF COURSE, THE USC AND GS HAS LAT. AND LONG. OF THE OLD S
 LX3700'STACK.
 LX3700'
 LX3700'STACKS ARE NOT IN LINE WITH EACH OTHER.  ONLY APPROX. IN
 LX3700'LINE.  NUMBERS ARE NOT PAINTED ON STACKS
 LX3700'
 LX3700'STACK 6 225 FT STEEL STACK, PAINTED DULL GRAY, BUILT 49
 LX3700'
 LX3700'STACK 5 225 FT STEEL STACK, PAINTED DULL GRAY, BUILT 47
 LX3700'
 LX3700'STACK 4 225 FT STEEL STACK, PAINTED DULL GRAY, BUILT 42
 LX3700'
 LX3700'STACK 3 225 FT STEEL STACK, PAINTED DULL GRAY, BUILT 51, VERY
 LX3700'CLOSE TO POSITION OF OLD N STACK, DISMANTLED IN 1949.  NOT REPLACED.
 LX3700'
 LX3700'STACK 2 OLD S STACK, STEEL, PAINTED SMOKY YELLOW COLOR.  BUILT 24.
 LX3700'
 LX3700'STACK 1 NEWEST STACK, CONCRETE, PAINTED SMOKY YELLOW
 LX3700'COLOR.  THIS WAS NOT HERE WHEN G.C.M. RECOVERED TWIN STACKS.  BOTH
 LX3700'1 AND 2 ARE 340 FT. ABOVE M.S.L., AS QUOTED TO ME BY
 LX3700'PLANT OFFICIAL.
 LX3700
 LX3700                          STATION RECOVERY (1964)
 LX3700
 LX3700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHO)
 LX3700'THE NORTH STACK HAS BEEN DEMOLISHED.  THE SOUTH STACK IS NOW THE
 LX3700'NORTH STACK WHICH HAS PARALLEL VERTICAL SIDES, AND THE NEW STACK
 LX3700'WITH CONCRETE SIDE TAPERING TOWARD TOP IS THE SW STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3696 ***********************************************************************
 LX3696  DESIGNATION -  DEVON EAST RAILROAD TOWER
 LX3696  PID         -  LX3696
 LX3696  STATE/COUNTY-  CT/NEW HAVEN
 LX3696  USGS QUAD   -  MILFORD (1984)
 LX3696
 LX3696                         *CURRENT SURVEY CONTROL
 LX3696  ___________________________________________________________________
 LX3696* NAD 83(1996)-  41 12 21.39547(N)    073 06 25.87750(W)     ADJUSTED  
 LX3696* NAVD 88     -                                                        
 LX3696  ___________________________________________________________________
 LX3696  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 LX3696  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3696
 LX3696  HORZ ORDER  -  THIRD
 LX3696
 LX3696.The horizontal coordinates were established by classical geodetic methods
 LX3696.and adjusted by the National Geodetic Survey in August 1998..
 LX3696
 LX3696
 LX3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3696
 LX3696.The geoid height was determined by GEOID03.
 LX3696
 LX3696;                    North         East     Units Scale Factor Converg.
 LX3696;SPC CT       -   193,843.173   274,842.353   MT  0.99999941   -0 14 12.6
 LX3696;SPC CT       -   635,967.14    901,711.95   sFT  0.99999941   -0 14 12.6
 LX3696;SPC NY L     -   115,792.493   374,882.353   MT  1.00001415   +0 35 02.3
 LX3696;SPC NY L     -   379,895.87  1,229,926.52   sFT  1.00001415   +0 35 02.3
 LX3696;UTM  18      - 4,563,346.297   658,695.718   MT  0.99990995   +1 14 49.9
 LX3696
 LX3696                          SUPERSEDED SURVEY CONTROL
 LX3696
 LX3696  NAD 83(1992)-  41 12 21.39422(N)    073 06 25.87697(W) AD(       ) 4
 LX3696  NAD 83(1986)-  41 12 21.39882(N)    073 06 25.88123(W) AD(       ) 4
 LX3696  NAD 27      -  41 12 21.05000(N)    073 06 27.49200(W) AD(       ) 3
 LX3696
 LX3696.Superseded values are not recommended for survey control.
 LX3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3696.See file dsdata.txt to determine how the superseded data were derived.
 LX3696
 LX3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5869663346(NAD 83)
 LX3696
 LX3696  HISTORY     - Date     Condition        Report By
 LX3696  HISTORY     - 1933     MONUMENTED       CGS
 LX3696  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3696  HISTORY     - 1987     GOOD             USPSQD
 LX3696
 LX3696                          STATION DESCRIPTION
 LX3696
 LX3696'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3696'THE STEEL TRANSMISSION TOWER OF THE NEW YORK, NEW HAVEN AND
 LX3696'HARTFORD RAILROAD BRIDGE OVER THE HOUSATONIC RIVER AT DEVON LOCATED
 LX3696'ON THE E BANK OF THE RIVER.  THE TOWER CONSISTS OF TWO VERTICAL
 LX3696'STEEL COLUMNS LACED TOGETHER BY THREE GIRDERS WITH DIAGONAL
 LX3696'BRACING AND IS SUPPORTED BY A CONCRETE BASE.
 LX3696'
 LX3696'STATION IS THE CENTER OF THE GIRDER AT THE TOP.  HEIGHT ABOUT
 LX3696'250 FEET.
 LX3696
 LX3696                          STATION RECOVERY (1961)
 LX3696
 LX3696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3696'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX3696
 LX3696                          STATION RECOVERY (1987)
 LX3696
 LX3696'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3685 ***********************************************************************
 LX3685  DESIGNATION -  DEVON WEST RAILROAD TOWER
 LX3685  PID         -  LX3685
 LX3685  STATE/COUNTY-  CT/FAIRFIELD
 LX3685  USGS QUAD   -  MILFORD (1984)
 LX3685
 LX3685                         *CURRENT SURVEY CONTROL
 LX3685  ___________________________________________________________________
 LX3685* NAD 83(1996)-  41 12 17.17735(N)    073 06 42.17890(W)     ADJUSTED  
 LX3685* NAVD 88     -                                                        
 LX3685  ___________________________________________________________________
 LX3685  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LX3685  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3685
 LX3685  HORZ ORDER  -  THIRD
 LX3685
 LX3685.The horizontal coordinates were established by classical geodetic methods
 LX3685.and adjusted by the National Geodetic Survey in August 1998..
 LX3685
 LX3685
 LX3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3685
 LX3685.The geoid height was determined by GEOID03.
 LX3685
 LX3685;                    North         East     Units Scale Factor Converg.
 LX3685;SPC CT       -   193,714.628   274,462.022   MT  0.99999952   -0 14 23.4
 LX3685;SPC CT       -   635,545.41    900,464.15   sFT  0.99999952   -0 14 23.4
 LX3685;SPC NY L     -   115,658.510   374,503.897   MT  1.00001402   +0 34 51.6
 LX3685;SPC NY L     -   379,456.29  1,228,684.87   sFT  1.00001402   +0 34 51.6
 LX3685;UTM  18      - 4,563,207.957   658,318.878   MT  0.99990848   +1 14 39.0
 LX3685
 LX3685                          SUPERSEDED SURVEY CONTROL
 LX3685
 LX3685  NAD 83(1992)-  41 12 17.17611(N)    073 06 42.17836(W) AD(       ) 4
 LX3685  NAD 83(1986)-  41 12 17.18069(N)    073 06 42.18271(W) AD(       ) 4
 LX3685  NAD 27      -  41 12 16.83000(N)    073 06 43.79200(W) AD(       ) 3
 LX3685
 LX3685.Superseded values are not recommended for survey control.
 LX3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3685.See file dsdata.txt to determine how the superseded data were derived.
 LX3685
 LX3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5831963208(NAD 83)
 LX3685
 LX3685  HISTORY     - Date     Condition        Report By
 LX3685  HISTORY     - 1933     MONUMENTED       CGS
 LX3685  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3685
 LX3685                          STATION DESCRIPTION
 LX3685
 LX3685'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3685'THE STEEL TRANSMISSION TOWER OF THE NEW YORK, NEW HAVEN AND
 LX3685'HARTFORD RAILROAD BRIDGE OVER THE HOUSATONIC RIVER AT DEVON.  THE
 LX3685'TOWER CONSISTS OF TWO VERTICAL STEEL COLUMNS LACED TOGETHER BY
 LX3685'THREE GIRDERS WITH DIAGONAL BRACINGS.  THE TOWER IS SUPPORTED ON
 LX3685'A CONCRETE BASE.
 LX3685'
 LX3685'THE STATION IS THE CENTER OF THE GIRDER AT THE TOP.  HEIGHT ABOUT
 LX3685'250 FEET.
 LX3685
 LX3685                          STATION RECOVERY (1961)
 LX3685
 LX3685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3685'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7434 ***********************************************************************
 LX7434  DESIGNATION -  DEWART
 LX7434  PID         -  LX7434
 LX7434  STATE/COUNTY-  CT/FAIRFIELD
 LX7434  USGS QUAD   -  GLENVILLE (1971)
 LX7434
 LX7434                         *CURRENT SURVEY CONTROL
 LX7434  ___________________________________________________________________
 LX7434* NAD 83(1996)-  41 04 51.46402(N)    073 38 02.56947(W)     ADJUSTED  
 LX7434* NAVD 88     -       121.5    (meters)     399.     (feet)  VERTCON   
 LX7434  ___________________________________________________________________
 LX7434  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 LX7434  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX7434
 LX7434  HORZ ORDER  -  FIRST
 LX7434
 LX7434.The horizontal coordinates were established by classical geodetic methods
 LX7434.and adjusted by the National Geodetic Survey in August 1998..
 LX7434
 LX7434.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7434
 LX7434.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7434
 LX7434.The geoid height was determined by GEOID03.
 LX7434
 LX7434;                    North         East     Units Scale Factor Converg.
 LX7434;SPC CT       -   180,281.209   230,512.479   MT  1.00001416   -0 35 10.2
 LX7434;SPC CT       -   591,472.60    756,273.02   sFT  1.00001416   -0 35 10.2
 LX7434;SPC NY E     -   249,899.232   222,760.992   MT  0.99996514   +0 34 08.6
 LX7434;SPC NY E     -   819,877.73    730,841.69   sFT  0.99996514   +0 34 08.6
 LX7434;UTM  18      - 4,548,643.553   614,739.550   MT  0.99976203   +0 53 51.7
 LX7434
 LX7434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7434!SPC CT       -   0.99998573  x   1.00001416  =   0.99999988
 LX7434!SPC NY E     -   0.99998573  x   0.99996514  =   0.99995087
 LX7434!UTM  18      -   0.99998573  x   0.99976203  =   0.99974776
 LX7434
 LX7434|---------------------------------------------------------------------|
 LX7434| PID    Reference Object                     Distance      Geod. Az  |
 LX7434|                                                           dddmmss.s |
 LX7434| CR9117 DEWART RM 1                                        06120     |
 LX7434| CR9118 DEWART RM 2                                        33443     |
 LX7434|---------------------------------------------------------------------|
 LX7434
 LX7434                          SUPERSEDED SURVEY CONTROL
 LX7434
 LX7434  NAD 83(1992)-  41 04 51.46296(N)    073 38 02.56961(W) AD(       ) 1
 LX7434  NAD 83(1986)-  41 04 51.46536(N)    073 38 02.56912(W) AD(       ) 1
 LX7434  NAD 83(1986)-  41 04 51.46496(N)    073 38 02.56879(W) AD(       ) 1
 LX7434  NGVD 29 (10/23/89)  121.8    (m)          400.     (f) VERT ANG       
 LX7434
 LX7434.Superseded values are not recommended for survey control.
 LX7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7434.See file dsdata.txt to determine how the superseded data were derived.
 LX7434
 LX7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1474048644(NAD 83)
 LX7434_MARKER: DS = TRIANGULATION STATION DISK
 LX7434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7434+STABILITY: SURFACE MOTION
 LX7434
 LX7434  HISTORY     - Date     Condition        Report By
 LX7434  HISTORY     - 1983     MONUMENTED       NGS
 LX7434
 LX7434                          STATION DESCRIPTION
 LX7434
 LX7434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7434'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH OF
 LX7434'GREENWICH, 6.1 KM (3.8 MI) SOUTH OF BANKSVILLE NEW YORK,
 LX7434'6.1 KM (3.8 MI) WEST-SOUTHWEST OF THE JUNCTION OF STATE
 LX7434'HIGHWAYS 104 AND 15, 5.2 KM (3.2 MI) EAST-SOUTHEAST OF
 LX7434'NORTH GREENWICH.
 LX7434'OWNERSHIP--THOMAS DEWART, DEWART ROAD, GREENWICH CT 06830,
 LX7434'PHONE 203-869-1272.
 LX7434'
 LX7434'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 15 AND
 LX7434'NORTH STREET (EXIT 31 OF MERRITT PARKWAY) WHICH IS
 LX7434'2.7 KM (1.7 MI) SOUTH OF STANWICH, GO SOUTHEAST ON NORTH STREET
 LX7434'FOR 1.0 KM (0.6 MI) TO ALPINE LANE ON RIGHT.  CONTINUE AHEAD
 LX7434'FOR 0.4 KM (0.25 MI) TO A PAVED ROAD RIGHT.
 LX7434'TURN RIGHT AND GO WEST ON DEWART ROAD FOR 0.3 KM (0.2 MI) TO
 LX7434'WYNN LANE ON THE LEFT.  CONTINUE AHEAD FOR 1.0 KM (0.6 MI)
 LX7434'TO HIGH GROUND AND A NARROW PAVED LANE ON LEFT.
 LX7434'TURN LEFT PASSING BETWEEN TWO STONE PILLARS AND GO SOUTH
 LX7434'FOR 0.3 KM (0.2 MI) TO THE EDGE OF A FIELD ON RIGHT.  TURN
 LX7434'RIGHT ALONG THE TREE LINE FOR 0.1 KM (0.05 MI) TO THE
 LX7434'CORNER AND STATION.
 LX7434'
 LX7434'THE STATION IS A STANDARD NGS DISK
 LX7434'STAMPED---DEWART 1983---,
 LX7434'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7434'FLUSH WITH GROUND.  IT IS LOCATED
 LX7434'49.99 METERS (164.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE
 LX7434'CENTER OF THE PAVED ROAD,
 LX7434'16.76 METERS (55.0 FT) EAST FROM A ROCK WALL AND
 LX7434'1.40 METERS (4.6 FT) NORTH FROM A WITNESS POST.
 LX7434'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7434'STAMPED---DEWART 1983---,
 LX7434'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7434'
 LX7434'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7434'STAMPED---DEWART NO 1 1983---,
 LX7434'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7434'FLUSH WITH GROUND.  IT IS LOCATED
 LX7434'46.63 METERS (153.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7434'A PAVED ROAD AND
 LX7434'32.61 METERS (107.0 FT) EAST-NORTHEAST FROM THE WITNESS POST.
 LX7434'MARK IS LEVEL WITH STATION.
 LX7434'
 LX7434'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7434'STAMPED---DEWART NO 2 1983---,
 LX7434'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7434'FLUSH WITH GROUND.  IT IS LOCATED
 LX7434'31.7 METERS (104.0 FT) NORTH FROM THE WITNESS POST,
 LX7434'22.25 METERS (73.0 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 LX7434'THE PAVED ROAD AND
 LX7434'0.43 METER (1.4 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 LX7434'MARK IS LEVEL WITH STATION.
 LX7434'
 LX7434'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A
 LX7434'LARGE BRUSH PILE ON LINE.
 LX7434'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7434'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE
 LX7434'MARK.
 LX7434'
 LX7434'DESCRIBED J.N. LEONHARDT, CHECKED BY B.L. LAMBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5821 ***********************************************************************
 LX5821  DESIGNATION -  DEWOLFS CHIMNEY
 LX5821  PID         -  LX5821
 LX5821  STATE/COUNTY-  CT/NEW LONDON
 LX5821  USGS QUAD   -  OLD LYME (1976)
 LX5821
 LX5821                         *CURRENT SURVEY CONTROL
 LX5821  ___________________________________________________________________
 LX5821* NAD 83(1996)-  41 17 53.27283(N)    072 19 26.63529(W)     ADJUSTED  
 LX5821* NAVD 88     -                                                        
 LX5821  ___________________________________________________________________
 LX5821  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX5821  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX5821
 LX5821  HORZ ORDER  -  THIRD
 LX5821
 LX5821.The horizontal coordinates were established by classical geodetic methods
 LX5821.and adjusted by the National Geodetic Survey in August 1998..
 LX5821
 LX5821
 LX5821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5821
 LX5821.The geoid height was determined by GEOID03.
 LX5821
 LX5821;                    North         East     Units Scale Factor Converg.
 LX5821;SPC CT       -   204,107.432   340,474.292   MT  0.99999154   +0 16 56.7
 LX5821;SPC CT       -   669,642.47  1,117,039.41   sFT  0.99999154   +0 16 56.7
 LX5821;UTM  18      - 4,575,307.579   724,043.730   MT  1.00021780   +1 46 00.4
 LX5821
 LX5821                          SUPERSEDED SURVEY CONTROL
 LX5821
 LX5821  NAD 83(1992)-  41 17 53.27183(N)    072 19 26.63497(W) AD(       ) 4
 LX5821  NAD 83(1986)-  41 17 53.27362(N)    072 19 26.63836(W) AD(       ) 4
 LX5821  NAD 27      -  41 17 52.92400(N)    072 19 28.35000(W) AD(       ) 3
 LX5821
 LX5821.Superseded values are not recommended for survey control.
 LX5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5821.See file dsdata.txt to determine how the superseded data were derived.
 LX5821
 LX5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2404475308(NAD 83)
 LX5821
 LX5821  HISTORY     - Date     Condition        Report By
 LX5821  HISTORY     - 1934     MONUMENTED       CGS
 LX5821  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5821
 LX5821                          STATION DESCRIPTION
 LX5821
 LX5821'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5821'THE RESIDENCE OF J.A. DE WOLF IS ON THE WESTERLY SIDE OF THE
 LX5821'HIGHWAY (ROUTE 156) ABOUT 1.1 MILES SOUTHERLY OF THE OLD LYME
 LX5821'CONGREGATIONAL CHURCH.  THE MAIN HOUSE IS A WHITE, SQUARE,
 LX5821'TWO-STORY STRUCTURE ABOUT 20 METERS BACK FROM THE ROADSIDE.  A
 LX5821'ONE AND A HALF-STORY WING IS ATTACHED TO THE W SIDE OF THE
 LX5821'HOUSE.  TWO RED BRICK CHIMNEYS SHOW, ONE ON THE MAIN HOUSE AND
 LX5821'ONE ON THE WING.  BOTH ROOFS ARE FLAT.
 LX5821'
 LX5821'CENTER IS THE CENTER LINE OF THE CHIMNEY ON THE WING.
 LX5821
 LX5821                          STATION RECOVERY (1954)
 LX5821
 LX5821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5821'STATION RECOVERED.  THE TOP OF THE CHIMNEY, WHICH IS THE STATION,
 LX5821'WAS BLOWN DOWN BY THE HURRICANE IN 1954.  THE CHIMNEY IS BEING
 LX5821'REBUILT IN ITS SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6116 ***********************************************************************
 LX6116  DESIGNATION -  DICKINSON
 LX6116  PID         -  LX6116
 LX6116  STATE/COUNTY-  CT/MIDDLESEX
 LX6116  USGS QUAD   -  HADDAM (1971)
 LX6116
 LX6116                         *CURRENT SURVEY CONTROL
 LX6116  ___________________________________________________________________
 LX6116* NAD 83(1996)-  41 28 25.69917(N)    072 30 27.34071(W)     ADJUSTED  
 LX6116* NAVD 88     -        83.1    (meters)     273.     (feet)  VERTCON   
 LX6116  ___________________________________________________________________
 LX6116  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX6116  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6116
 LX6116  HORZ ORDER  -  SECOND
 LX6116
 LX6116.The horizontal coordinates were established by classical geodetic methods
 LX6116.and adjusted by the National Geodetic Survey in August 1998..
 LX6116
 LX6116.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6116
 LX6116.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6116
 LX6116.The geoid height was determined by GEOID03.
 LX6116
 LX6116;                    North         East     Units Scale Factor Converg.
 LX6116;SPC CT       -   223,558.249   325,048.325   MT  0.99998368   +0 09 38.6
 LX6116;SPC CT       -   733,457.36  1,066,429.38   sFT  0.99998368   +0 09 38.6
 LX6116;UTM  18      - 4,594,354.977   708,115.039   MT  1.00013304   +1 39 04.5
 LX6116
 LX6116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6116!SPC CT       -   0.99999165  x   0.99998368  =   0.99997533
 LX6116!UTM  18      -   0.99999165  x   1.00013304  =   1.00012469
 LX6116
 LX6116:                Primary Azimuth Mark                     Grid Az
 LX6116:SPC CT       -  THOMPSONS CLUB HOUSE CHIMNEY             006 44 17.9
 LX6116:UTM  18      -  THOMPSONS CLUB HOUSE CHIMNEY             005 14 52.0
 LX6116
 LX6116|---------------------------------------------------------------------|
 LX6116| PID    Reference Object                     Distance      Geod. Az  |
 LX6116|                                                           dddmmss.s |
 LX6116| LX6107 THOMPSONS CLUB HOUSE CHIMNEY        APPROX. 0.8 KM 0065356.5 |
 LX6116| LX6105 SMITHS CHIMNEY                      APPROX. 1.2 KM 0151542.3 |
 LX6116| CZ7281 DICKINSON WM                         16.830 METERS 06825     |
 LX6116| CZ7279 DICKINSON RM 1                       12.260 METERS 15029     |
 LX6116| CZ7280 DICKINSON RM 2                       14.390 METERS 24201     |
 LX6116| LX6120 CHURCHS GABLE                       APPROX. 0.6 KM 2905758.8 |
 LX6116| LX6147 LATSHAWS GABLE                      APPROX. 2.0 KM 3120912.9 |
 LX6116| LX6140 HADDAM CONG CHURCH                  APPROX. 0.9 KM 3142549.0 |
 LX6116| LX6146 LATSHAW                             APPROX. 2.2 KM 3160539.7 |
 LX6116| LX6125 BRAINERD LIBRARY GABLE              APPROX. 0.8 KM 3175729.0 |
 LX6116| LX6135 HAZENS BARN CUPOLA                  APPROX. 1.4 KM 3211916.8 |
 LX6116| LX6138 HAZENS TOOLHOUSE GABLE              APPROX. 1.8 KM 3321002.4 |
 LX6116| LX6862 HAMMERSETHS GABLE                   APPROX. 3.6 KM 3394501.4 |
 LX6116| LX6860 NYMANS GABLE                        APPROX. 4.3 KM 3413700.6 |
 LX6116| LX6139 CLARKS BARN GABLE                   APPROX. 2.9 KM 3460313.4 |
 LX6116| LX6126 HADDAM ISLAND FRONT RANGE LT        APPROX. 2.0 KM 3491937.2 |
 LX6116| LX6128 HADDAM ISLAND REAR RANGE LT         APPROX. 2.0 KM 3502156.2 |
 LX6116| LX6127 HADDAM NECK CONG CH SPIRE           APPROX. 2.9 KM 3531035.8 |
 LX6116| LX6123 GILLETTES CHIMNEY                   APPROX. 2.2 KM 3531812.9 |
 LX6116| LX6119 ELLIS CHIMNEY                       APPROX. 1.8 KM 3562455.5 |
 LX6116| LX6115 ELLIS BARN CUPOLA                   APPROX. 1.8 KM 3592420.5 |
 LX6116|---------------------------------------------------------------------|
 LX6116
 LX6116                          SUPERSEDED SURVEY CONTROL
 LX6116
 LX6116  NAD 83(1992)-  41 28 25.69841(N)    072 30 27.34057(W) AD(       ) 2
 LX6116  NAD 83(1986)-  41 28 25.70025(N)    072 30 27.34303(W) AD(       ) 2
 LX6116  NAD 27      -  41 28 25.34518(N)    072 30 29.02509(W) AD(       ) 2
 LX6116  NGVD 29 (07/19/86)   83.4    (m)          274.     (f) VERT ANG       
 LX6116
 LX6116.Superseded values are not recommended for survey control.
 LX6116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6116.See file dsdata.txt to determine how the superseded data were derived.
 LX6116
 LX6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0811594355(NAD 83)
 LX6116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6116+STABILITY: SURFACE MOTION
 LX6116
 LX6116  HISTORY     - Date     Condition        Report By
 LX6116  HISTORY     - 1934     MONUMENTED       CGS
 LX6116  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6116  HISTORY     - 1976     SEE DESCRIPTION  CTGS
 LX6116  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6116
 LX6116                          STATION DESCRIPTION
 LX6116
 LX6116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6116'THIS STATION IS ON THE STONE DUMP OF THE OLD ARNOLD QUARRY
 LX6116'ON THE NORTHERLY SIDE OF GREAT HILL.  IT IS NOW THE PROPERTY
 LX6116'OF E.E. DICKINSON.  THE TOP OF THE DUMP HAS BEEN LEVELED OFF
 LX6116'AND IS OCCUPIED BY A SMALL ONE-STORY COTTAGE.  THE STATION
 LX6116'IS 15.6 METERS WESTERLY OF THE NW CORNER OF THE COTTAGE AND
 LX6116'3.5 METERS FROM THE FACE OF THE DUMP.
 LX6116'
 LX6116'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6116'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6116'
 LX6116'REFERENCE MARK NO.1 IS NEAR THE SOUTHERLY EDGE OF THE
 LX6116'LEVELED AREA.  IT BEARS S 15 DEG E (MAGNETIC).  REFERENCE MARK
 LX6116'NO.2 IS 5 METERS FROM THE NORTHERLY FACE OF THE DUMP AND
 LX6116'18 METERS FROM ITS WESTERLY EXTREMITY.  IT BEARS S 75 DEG W
 LX6116'(MAGNETIC).
 LX6116'
 LX6116'THE WITNESS MARK IS A SHALLOW DRILL HOLE IN THE W SIDE OF THE
 LX6116'STONE PIER UNDER THE NW CORNER OF THE HOUSE PORCH.  IT BEARS
 LX6116'E (MAGNETIC).
 LX6116'
 LX6116'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX6116
 LX6116                          STATION RECOVERY (1948)
 LX6116
 LX6116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6116'THIS STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE
 LX6116'COTTAGE DESCRIBED HAS BEEN DESTROYED.
 LX6116
 LX6116                          STATION RECOVERY (1976)
 LX6116
 LX6116'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1976 (AK)
 LX6116'DICKINSON 1934 GOOD.
 LX6116'
 LX6116'DICKINSON NO. 1 1934 POOR - TIPPED.
 LX6116'
 LX6116'DICKINSON NO. 2 1934 DESTROYED DUE TO CUTTING OF HILL.
 LX6116'
 LX6116'THIS STATION IS TO BE DESTROYED SOMETIME THIS SUMMER BY
 LX6116'LAND OWNER (LYLE H. BROOKS, ROUTE 9-A TYLERVILLE,
 LX6116'(HADDAM) CONN.).  MR. BROOKS SAID HE WAS GOING TO LOWER THE AREA BY
 LX6116'ABOUT 30 TO 50 FEET.  HE HAD NO OBJECTION TO THE REPLACING OF
 LX6116'THE STATION IN THE SAME HORIZONAL POSITION OR IN THE NEARBY AREA.
 LX6116'
 LX6116'IT APPEARS THAT BECAUSE OF THE ABUNDANCE OF CONTROL IN THE AREA,
 LX6116'THIS STATION COULD JUST BE ABANDONED.  IF IT WERE REPLACED IN THE
 LX6116'SAME HORIZONAL POSITION IT WOULD HAVE VIRTUALLY NO VISIBILITY
 LX6116'WITHOUT SOME SORT OF A TOWER.
 LX6116
 LX6116                          STATION RECOVERY (1997)
 LX6116
 LX6116'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6153 ***********************************************************************
 LX6153  DESIGNATION -  DICKINSON 2
 LX6153  PID         -  LX6153
 LX6153  STATE/COUNTY-  CT/MIDDLESEX
 LX6153  USGS QUAD   -  HADDAM (1971)
 LX6153
 LX6153                         *CURRENT SURVEY CONTROL
 LX6153  ___________________________________________________________________
 LX6153* NAD 83(1996)-  41 28 23.76660(N)    072 30 25.83877(W)     ADJUSTED  
 LX6153* NAVD 88     -        91.1    (meters)     299.     (feet)  VERTCON   
 LX6153  ___________________________________________________________________
 LX6153  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX6153  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6153
 LX6153  HORZ ORDER  -  SECOND
 LX6153
 LX6153.The horizontal coordinates were established by classical geodetic methods
 LX6153.and adjusted by the National Geodetic Survey in August 1998..
 LX6153
 LX6153.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6153
 LX6153.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6153
 LX6153.The geoid height was determined by GEOID03.
 LX6153
 LX6153;                    North         East     Units Scale Factor Converg.
 LX6153;SPC CT       -   223,498.726   325,083.341   MT  0.99998369   +0 09 39.6
 LX6153;SPC CT       -   733,262.07  1,066,544.26   sFT  0.99998369   +0 09 39.6
 LX6153;UTM  18      - 4,594,296.376   708,151.597   MT  1.00013323   +1 39 05.5
 LX6153
 LX6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6153!SPC CT       -   0.99999040  x   0.99998369  =   0.99997409
 LX6153!UTM  18      -   0.99999040  x   1.00013323  =   1.00012363
 LX6153
 LX6153|---------------------------------------------------------------------|
 LX6153| PID    Reference Object                     Distance      Geod. Az  |
 LX6153|                                                           dddmmss.s |
 LX6153| CZ7282 DICKINSON 2 RM 3                      6.704 METERS 11017     |
 LX6153| CZ7283 DICKINSON 2 RM 4                     12.474 METERS 14743     |
 LX6153| LX6140 HADDAM CONG CHURCH                  APPROX. 0.9 KM 3153143.3 |
 LX6153| LX6116 DICKINSON                            69.059 METERS 32942     |
 LX6153| LX6127 HADDAM NECK CONG CH SPIRE           APPROX. 3.0 KM 3523900.8 |
 LX6153|---------------------------------------------------------------------|
 LX6153
 LX6153                          SUPERSEDED SURVEY CONTROL
 LX6153
 LX6153  NAD 83(1992)-  41 28 23.76585(N)    072 30 25.83863(W) AD(       ) 2
 LX6153  NAD 83(1986)-  41 28 23.76767(N)    072 30 25.84107(W) AD(       ) 2
 LX6153  NAD 27      -  41 28 23.41155(N)    072 30 27.52235(W) AD(       ) 2
 LX6153  NGVD 29 (07/19/86)   91.4    (m)          300.     (f) VERT ANG       
 LX6153
 LX6153.Superseded values are not recommended for survey control.
 LX6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6153.See file dsdata.txt to determine how the superseded data were derived.
 LX6153
 LX6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0815294296(NAD 83)
 LX6153_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6153+STABILITY: SURFACE MOTION
 LX6153
 LX6153  HISTORY     - Date     Condition        Report By
 LX6153  HISTORY     - 1976     MONUMENTED       NGS
 LX6153
 LX6153                          STATION DESCRIPTION
 LX6153
 LX6153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6153'THE STATION IS ABOUT 7 MILES SOUTHEAST OF MIDDLETOWN, 2-1/2
 LX6153'MILES EAST OF THE JUNCTION OF STATE HIGHWAYS 9 AND 81, 2-1/2
 LX6153'MILES NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 82 AND 9A,
 LX6153'1/2 MILE SOUTHWEST OF THE CONNECTICUT RIVER, 1/2 MILE SOUTH OF
 LX6153'THE VILLAGE OF HADDAM, AT THE SIGHT OF AN OLD ABANDONED ROCK
 LX6153'QUARRY ON THE PROPERTY OF MR. DUANE W. BROOKS, ROUTE 9A,
 LX6153'HADDAM, CONNECTICUT 06438.
 LX6153'
 LX6153'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 LX6153'82, ABOUT 11 MILES SOUTHEAST OF MIDDLETOWN.  GO NORTHEAST ON
 LX6153'STATE HIGHWAY 82 FOR 1.55 MILES TO THE JUNCTION OF STATE
 LX6153'HIGHWAY 9A.  TURN LEFT AND GO NORTHERLY ON STATE HIGHWAYS 82
 LX6153'AND 9A FOR 0.35 MILE TO A POINT WHERE STATE HIGHWAY 82 TURNS
 LX6153'EAST.  CONTINUE NORTHWEST ON STATE HIGHWAY 9A FOR 2.7 MILES TO
 LX6153'A GRAVELED ROAD ON THE LEFT, 0.4 MILE SOUTHEAST OF OLD JAIL.
 LX6153'TURN LEFT AND FOLLOW THE GRAVELED ROAD UPHILL TO AN OLD ROCK
 LX6153'QUARRY AND THE STATION ON THE RIGHT.  THIS IS 0.3 MILE FROM
 LX6153'THE PAVED ROAD OF STATE HIGHWAY 9A AND THIS ROAD WILL BE
 LX6153'CHANGED IN THE NEAR FUTURE AS THE PROPERTY OWNER IS IN THE
 LX6153'PROCESS OF BUILDING A NEW HOME AND ROAD.
 LX6153'
 LX6153'THE STATION MARKS ARE STANDARD DISKS STAMPED---DICKINSON 2
 LX6153'1976---.  THE SURFACE MARK IS SET IN TOP OF A 12-INCH ROUND
 LX6153'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 LX6153'SURFACE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 LX6153'CONCRETE ABOUT 36 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 LX6153'ON A SMALL KNOLL TO THE RIGHT OF THE TRACK ROAD, 26.8 FEET
 LX6153'WEST-SOUTHWEST OF A LARGE LONE OAK TREE AND 10.9 FEET
 LX6153'NORTHWEST OF A WITNESS SIGN NAILED TO A TREE.
 LX6153'
 LX6153'REFERENCE MARK 3, STAMPED---DICKINSON 2 NO 3 1976---, IS A
 LX6153'STANDARD DISK CEMENTED IN A DRILL HOLE IN A OUTCROPPING ROCK
 LX6153'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS
 LX6153'27.5 FEET SOUTH-SOUTHWEST OF A LARGE LONE OAK TREE, 11.4 FEET
 LX6153'EAST-SOUTHEAST OF A WITNESS SIGN NAILED TO A TREE AND 10 FEET
 LX6153'WEST OF A SHEAR DROPOFF.
 LX6153'
 LX6153'REFERENCE MARK 4, STAMPED---DICKINSON 2 NO 4 1976---, IS A
 LX6153'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK
 LX6153'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 30.7 FEET
 LX6153'SOUTH-SOUTHEAST OF A WITNESS SIGN NAILED TO A TREE AND 2 FEET
 LX6153'WEST OF A SHEAR DROPOFF.
 LX6153'
 LX6153'THIS STATION REPLACES---DICKINSON 1934---WHICH IS TO BE
 LX6153'DESTROYED IN THE NEAR FUTURE.  NO SUITABLE PLACE WAS FOUND FOR
 LX6153'AN AZIMUTH MARK.
 LX6153'
 LX6153'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.5 METERS.
 LX6153'
 LX6153'DESCRIBED BY R.D. SVEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5909 ***********************************************************************
 LX5909  DESIGNATION -  DICKINSONS STACK
 LX5909  PID         -  LX5909
 LX5909  STATE/COUNTY-  CT/MIDDLESEX
 LX5909  USGS QUAD   -  ESSEX (1977)
 LX5909
 LX5909                         *CURRENT SURVEY CONTROL
 LX5909  ___________________________________________________________________
 LX5909* NAD 83(1996)-  41 21 09.33379(N)    072 24 21.55385(W)     ADJUSTED  
 LX5909* NAVD 88     -                                                        
 LX5909  ___________________________________________________________________
 LX5909  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX5909  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX5909
 LX5909  HORZ ORDER  -  THIRD
 LX5909
 LX5909.The horizontal coordinates were established by classical geodetic methods
 LX5909.and adjusted by the National Geodetic Survey in August 1998..
 LX5909
 LX5909
 LX5909.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5909
 LX5909.The geoid height was determined by GEOID03.
 LX5909
 LX5909;                    North         East     Units Scale Factor Converg.
 LX5909;SPC CT       -   210,125.246   333,588.982   MT  0.99998811   +0 13 41.2
 LX5909;SPC CT       -   689,385.91  1,094,449.85   sFT  0.99998811   +0 13 41.2
 LX5909;UTM  18      - 4,581,146.107   717,003.269   MT  1.00017957   +1 42 52.2
 LX5909
 LX5909                          SUPERSEDED SURVEY CONTROL
 LX5909
 LX5909  NAD 83(1992)-  41 21 09.33287(N)    072 24 21.55356(W) AD(       ) 4
 LX5909  NAD 83(1986)-  41 21 09.33473(N)    072 24 21.55672(W) AD(       ) 4
 LX5909  NAD 27      -  41 21 08.98000(N)    072 24 23.26000(W) AD(       ) 3
 LX5909
 LX5909.Superseded values are not recommended for survey control.
 LX5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5909.See file dsdata.txt to determine how the superseded data were derived.
 LX5909
 LX5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1700381146(NAD 83)
 LX5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5909+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5909
 LX5909  HISTORY     - Date     Condition        Report By
 LX5909  HISTORY     - 1934     MONUMENTED       CGS
 LX5909  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5909  HISTORY     - 1984     GOOD             USPSQD
 LX5909  HISTORY     - 1989     GOOD             USPSQD
 LX5909  HISTORY     - 19970130 GOOD             USPSQD
 LX5909  HISTORY     - 19981123 GOOD             USPSQD
 LX5909  HISTORY     - 20040101 GOOD             USPSQD
 LX5909
 LX5909                          STATION DESCRIPTION
 LX5909
 LX5909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5909'THE BRICK PLANT OF THE E.E. DICKINSON COMPANY, WITCH HAZEL
 LX5909'MANUFACTURERS, IS LOCATED A SHORT DISTANCE WESTERLY OF THE ESSEX
 LX5909'STATION OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.  THE
 LX5909'MAIN BUILDING IS 2-STORIES HIGH WITH A NUMBER OF 1-STORY UNITS
 LX5909'SCATTERED ABOUT.
 LX5909'
 LX5909'THE PLANT WATER TANK IS IN A BRICK STRUCTURE ON THE SE CORNER OF
 LX5909'THE MAIN BUILDING.  THE WEATHER VANE ON THE TANK ROOF REPRESENTS
 LX5909'A WITCH.
 LX5909'
 LX5909'THERE IS A SQUARE RED-BRICK STACK AT THE NW CORNER OF THE MAIN
 LX5909'BUILDING.
 LX5909'
 LX5909'CENTER IS THE CENTER LINE OF THIS STACK.
 LX5909
 LX5909                          STATION RECOVERY (1969)
 LX5909
 LX5909'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5909'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5909'IS ADEQUATE WITH THE FOLLOWING CORRECTION--THE NEW YORK, NEW HAVEN
 LX5909'AND HARTFORD RAILROAD IS NOW OWNED BY THE STATE OF
 LX5909'CONNECTICUT.  THE PLANT WATER TANK IS NO LONGER A BRICK STRUCTURE,
 LX5909'BUT HAS BEEN REPLACED BY A FOUR LEGGED, STEEL, ELEVATED TANK
 LX5909'PAINTED ALUMINUM.
 LX5909
 LX5909                          STATION RECOVERY (1984)
 LX5909
 LX5909'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5909'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ACCURATE
 LX5909'WITH THE FOLLOWING CORRECTION--THE RAILROAD IS OWNED BY THE VALLEY
 LX5909'RAILROAD COMPANY.
 LX5909
 LX5909                          STATION RECOVERY (1989)
 LX5909
 LX5909'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5909'RECOVERED IN GOOD CONDITION.
 LX5909
 LX5909                          STATION RECOVERY (1997)
 LX5909
 LX5909'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5909'RECOVERED IN GOOD CONDITION.
 LX5909
 LX5909                          STATION RECOVERY (1998)
 LX5909
 LX5909'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5909'RECOVERED IN GOOD CONDITION.
 LX5909
 LX5909                          STATION RECOVERY (2004)
 LX5909
 LX5909'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5840 ***********************************************************************
 LX5840  DESIGNATION -  DIETSCHS DOCK HOUSE FLAG
 LX5840  PID         -  LX5840
 LX5840  STATE/COUNTY-  CT/MIDDLESEX
 LX5840  USGS QUAD   -  OLD LYME (1976)
 LX5840
 LX5840                         *CURRENT SURVEY CONTROL
 LX5840  ___________________________________________________________________
 LX5840* NAD 83(1996)-  41 20 25.19647(N)    072 22 06.44298(W)     ADJUSTED  
 LX5840* NAVD 88     -                                                        
 LX5840  ___________________________________________________________________
 LX5840  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5840  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX5840
 LX5840  HORZ ORDER  -  THIRD
 LX5840
 LX5840.The horizontal coordinates were established by classical geodetic methods
 LX5840.and adjusted by the National Geodetic Survey in August 1998..
 LX5840
 LX5840
 LX5840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5840
 LX5840.The geoid height was determined by GEOID03.
 LX5840
 LX5840;                    North         East     Units Scale Factor Converg.
 LX5840;SPC CT       -   208,776.817   336,735.702   MT  0.99998880   +0 15 10.7
 LX5840;SPC CT       -   684,961.94  1,104,773.72   sFT  0.99998880   +0 15 10.7
 LX5840;UTM  18      - 4,579,879.491   720,184.538   MT  1.00019669   +1 44 20.1
 LX5840
 LX5840                          SUPERSEDED SURVEY CONTROL
 LX5840
 LX5840  NAD 83(1992)-  41 20 25.19551(N)    072 22 06.44264(W) AD(       ) 4
 LX5840  NAD 83(1986)-  41 20 25.19739(N)    072 22 06.44597(W) AD(       ) 4
 LX5840  NAD 27      -  41 20 24.85000(N)    072 22 08.17000(W) AD(       ) 3
 LX5840
 LX5840.Superseded values are not recommended for survey control.
 LX5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5840.See file dsdata.txt to determine how the superseded data were derived.
 LX5840
 LX5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2018579879(NAD 83)
 LX5840
 LX5840  HISTORY     - Date     Condition        Report By
 LX5840  HISTORY     - 1935     MONUMENTED       CGS
 LX5840  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5840  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5840
 LX5840                          STATION DESCRIPTION
 LX5840
 LX5840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5840'THERE IS A SMALL, ROOFED SUMMER HOUSE ON THE DOCK IN FRONT OF THE
 LX5840'WILLIAM DIETSCH PROPERTY.  THE HOUSE IS ABOUT 8.4 METERS FROM
 LX5840'THE INSHORE END AND ABOUT 20 METERS FROM THE RIVER END OF THE
 LX5840'DOCK.  THE AXIS OF THE ROOF IS ABOUT 2.5 METERS LONG IN A N AND
 LX5840'S DIRECTION.
 LX5840'
 LX5840'THERE IS A SMALL FLAGSTAFF AFFIXED TO THE N GABLE OF THE SHELTER.
 LX5840'
 LX5840'CENTER IS THE BASE OF THE FLAGSTAFF.
 LX5840
 LX5840                          STATION RECOVERY (1954)
 LX5840
 LX5840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5840'STATION DESTROYED.  DOCK AND SUMMERHOUSE NO LONGER EXIST.
 LX5840
 LX5840                          STATION RECOVERY (1997)
 LX5840
 LX5840'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6823 ***********************************************************************
 LX6823  DESIGNATION -  DIKE
 LX6823  PID         -  LX6823
 LX6823  STATE/COUNTY-  CT/MIDDLESEX
 LX6823  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6823
 LX6823                         *CURRENT SURVEY CONTROL
 LX6823  ___________________________________________________________________
 LX6823* NAD 83(1996)-  41 36 39.08859(N)    072 37 10.76147(W)     ADJUSTED  
 LX6823* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6823  ___________________________________________________________________
 LX6823  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LX6823  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6823
 LX6823  HORZ ORDER  -  THIRD
 LX6823
 LX6823.The horizontal coordinates were established by classical geodetic methods
 LX6823.and adjusted by the National Geodetic Survey in August 1998..
 LX6823
 LX6823.The orthometric height was scaled from a topographic map.
 LX6823
 LX6823.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6823
 LX6823.The geoid height was determined by GEOID03.
 LX6823
 LX6823;                    North         East     Units Scale Factor Converg.
 LX6823;SPC CT       -   238,759.457   315,665.080   MT  0.99998405   +0 05 11.1
 LX6823;SPC CT       -   783,329.99  1,035,644.52   sFT  0.99998405   +0 05 11.1
 LX6823;UTM  18      - 4,609,308.467   698,337.772   MT  1.00008412   +1 34 52.4
 LX6823
 LX6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6823!SPC CT       -   1.00000421  x   0.99998405  =   0.99998826
 LX6823!UTM  18      -   1.00000421  x   1.00008412  =   1.00008833
 LX6823
 LX6823:                Primary Azimuth Mark                     Grid Az
 LX6823:SPC CT       -  96                                       011 19 46.0
 LX6823:UTM  18      -  96                                       009 50 04.7
 LX6823
 LX6823|---------------------------------------------------------------------|
 LX6823| PID    Reference Object                     Distance      Geod. Az  |
 LX6823|                                                           dddmmss.s |
 LX6823| LX6822 96                                  APPROX. 0.6 KM 0112457.1 |
 LX6823| LX6839 BORDONARO                           APPROX. 2.0 KM 0515638.3 |
 LX6823| CZ7284 DIKE RM 1                            16.130 METERS 21526     |
 LX6823| CZ7285 DIKE RM 2                            13.240 METERS 32457     |
 LX6823|---------------------------------------------------------------------|
 LX6823
 LX6823                          SUPERSEDED SURVEY CONTROL
 LX6823
 LX6823  NAD 83(1992)-  41 36 39.08796(N)    072 37 10.76143(W) AD(       ) 3
 LX6823  NAD 83(1986)-  41 36 39.08985(N)    072 37 10.76336(W) AD(       ) 3
 LX6823  NAD 27      -  41 36 38.72400(N)    072 37 12.43500(W) AD(       ) 3
 LX6823
 LX6823.Superseded values are not recommended for survey control.
 LX6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6823.See file dsdata.txt to determine how the superseded data were derived.
 LX6823
 LX6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9833809308(NAD 83)
 LX6823_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6823+STABILITY: SURFACE MOTION
 LX6823
 LX6823  HISTORY     - Date     Condition        Report By
 LX6823  HISTORY     - 1935     MONUMENTED       CGS
 LX6823  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6823  HISTORY     - 1961     SEE DESCRIPTION  USGS
 LX6823
 LX6823                          STATION DESCRIPTION
 LX6823
 LX6823'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6823'AT THE S END OF A.N. PIERSONS GREENHOUSE BEAR EASTERLY OFF ROUTE
 LX6823'9 ON PROSPECT HILL ROAD AND GO 0.4 MILE.  BEAR EASTERLY ON NOOKS
 LX6823'HILL ROAD GO 1.4 MILES TO THE END OF THE TRAVELLED ROAD.  A LITTLE
 LX6823'USED PATH LEADS STRAIGHT AHEAD TO THE RIVER EDGE.  THE STATION IS
 LX6823'ABOUT 65 METERS DOWN STREAM FROM THIS POINT AND ON THE PROPERTY
 LX6823'OF JAMES BRANCI FORTE.  THE STATION IS NEAR THE SHORE END OF THE
 LX6823'DIKE ACROSS THE W CHANNEL AT THE N END OF GILDERSLEEVE ISLAND.
 LX6823'THE OUTER PISTOL RANGE LIGHT SHOWS THROUGH TREES ACROSS THE N
 LX6823'END OF THE ISLAND.  THE STATION IS MARKED BY A STANDARD DISK
 LX6823'SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST SET
 LX6823'FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK IS A STANDARD
 LX6823'DISK SET IN AN IRREGULAR MASS OF CONCRETE.
 LX6823'
 LX6823'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6823'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6823'
 LX6823'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 12- BY 12- BY
 LX6823'30-INCH CONCRETE POST DOWN STREAM FROM THE STATION NEAR THREE
 LX6823'IRON WOOD TREES.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN
 LX6823'A 12- BY 12- BY 30-INCH CONCRETE POST UPSTREAM FROM THE STATION
 LX6823'NEAR AN 18-INCH POPLAR.
 LX6823'
 LX6823'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6823
 LX6823                          STATION RECOVERY (1948)
 LX6823
 LX6823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6823'THIS STATION PROBABLY REMAINS AS DESCRIBED, BUT A TWO-HOUR SEARCH
 LX6823'WAS CONDUCTED AND NOTHING COULD BE FOUND.
 LX6823
 LX6823                          STATION RECOVERY (1961)
 LX6823
 LX6823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LX6823'THIS MARK WAS SEARCHED FOR BUT NO EVIDENCE OF IT OR THE
 LX6823'REFERENCE MARKS COULD BE FOUND. A COTTAGE HAS BEEN BUILT NEAR
 LX6823'THE SITE WITH CONSIDERABLE EXCAVATION AND IT MAY HAVE BEEN
 LX6823'COVERED OR DUG OUT.  THE DIKE COULD NOT BE FOUND TO BE USED AS
 LX6823'A REFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6786 ***********************************************************************
 LX6786  DESIGNATION -  DIRCKS BARN GABLE
 LX6786  PID         -  LX6786
 LX6786  STATE/COUNTY-  CT/HARTFORD
 LX6786  USGS QUAD   -  GLASTONBURY (1992)
 LX6786
 LX6786                         *CURRENT SURVEY CONTROL
 LX6786  ___________________________________________________________________
 LX6786* NAD 83(1996)-  41 43 32.64615(N)    072 35 52.98223(W)     ADJUSTED  
 LX6786* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 LX6786  ___________________________________________________________________
 LX6786  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LX6786  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX6786
 LX6786  HORZ ORDER  -  THIRD
 LX6786
 LX6786.The horizontal coordinates were established by classical geodetic methods
 LX6786.and adjusted by the National Geodetic Survey in August 1998..
 LX6786
 LX6786.The orthometric height was scaled from a topographic map.
 LX6786
 LX6786.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6786
 LX6786.The geoid height was determined by GEOID03.
 LX6786
 LX6786;                    North         East     Units Scale Factor Converg.
 LX6786;SPC CT       -   251,521.239   317,443.496   MT  0.99998875   +0 06 02.7
 LX6786;SPC CT       -   825,199.26  1,041,479.20   sFT  0.99998875   +0 06 02.7
 LX6786;UTM  18      - 4,622,113.643   699,782.419   MT  1.00009118   +1 35 57.1
 LX6786
 LX6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6786!SPC CT       -   1.00000262  x   0.99998875  =   0.99999137
 LX6786!UTM  18      -   1.00000262  x   1.00009118  =   1.00009380
 LX6786
 LX6786                          SUPERSEDED SURVEY CONTROL
 LX6786
 LX6786  NAD 83(1996)-  41 43 32.64568(N)    072 35 52.98231(W) AD(       ) 4
 LX6786  NAD 83(1992)-  41 43 32.64583(N)    072 35 52.98232(W) AD(       ) 4
 LX6786  NAD 83(1992)-  41 43 32.64721(N)    072 35 52.98395(W) AD(       ) 4
 LX6786  NAD 83(1986)-  41 43 32.64747(N)    072 35 52.98384(W) AD(       ) 4
 LX6786  NAD 27      -  41 43 32.28000(N)    072 35 54.66000(W) AD(       ) 3
 LX6786
 LX6786.Superseded values are not recommended for survey control.
 LX6786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6786.See file dsdata.txt to determine how the superseded data were derived.
 LX6786
 LX6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9978222114(NAD 83)
 LX6786
 LX6786  HISTORY     - Date     Condition        Report By
 LX6786  HISTORY     - 1935     MONUMENTED       CGS
 LX6786  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6786
 LX6786                          STATION DESCRIPTION
 LX6786
 LX6786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6786'THE BARN IS N OF THE HOUSE OF MR. DIRCK WHICH IS 1.0 MILE E ALONG
 LX6786'GRISWOLD STREET FROM ROUTE 15 IN GLASTONBURY.  THE BARN IS AN
 LX6786'UNPAINTED WOODEN STRUCTURE WITH A WOOD SHINGLE ROOF THAT HAS ITS
 LX6786'RIDGEPOLE E AND W.  THE BARN IS USED FOR CURING TOBACCO.  THE
 LX6786'STATION IS THE E GABLE AND WAS LOCATED BY ANGLE AND DISTANCE FROM
 LX6786'STATION DIRCK.  HEIGHT ABOUT 30 FEET.
 LX6786
 LX6786                          STATION RECOVERY (1948)
 LX6786
 LX6786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6786'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6785 ***********************************************************************
 LX6785  DESIGNATION -  DIRK
 LX6785  PID         -  LX6785
 LX6785  STATE/COUNTY-  CT/HARTFORD
 LX6785  USGS QUAD   -  GLASTONBURY (1992)
 LX6785
 LX6785                         *CURRENT SURVEY CONTROL
 LX6785  ___________________________________________________________________
 LX6785* NAD 83(1996)-  41 43 32.81234(N)    072 35 52.80938(W)     ADJUSTED  
 LX6785* NAVD 88     -        13.     (meters)      43.     (feet)  SCALED    
 LX6785  ___________________________________________________________________
 LX6785  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LX6785  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX6785
 LX6785  HORZ ORDER  -  THIRD
 LX6785
 LX6785.The horizontal coordinates were established by classical geodetic methods
 LX6785.and adjusted by the National Geodetic Survey in August 1998..
 LX6785
 LX6785.The orthometric height was scaled from a topographic map.
 LX6785
 LX6785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6785
 LX6785.The geoid height was determined by GEOID03.
 LX6785
 LX6785;                    North         East     Units Scale Factor Converg.
 LX6785;SPC CT       -   251,526.373   317,447.482   MT  0.99998875   +0 06 02.8
 LX6785;SPC CT       -   825,216.11  1,041,492.28   sFT  0.99998875   +0 06 02.8
 LX6785;UTM  18      - 4,622,118.881   699,786.270   MT  1.00009120   +1 35 57.2
 LX6785
 LX6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6785!SPC CT       -   1.00000262  x   0.99998875  =   0.99999137
 LX6785!UTM  18      -   1.00000262  x   1.00009120  =   1.00009382
 LX6785
 LX6785|---------------------------------------------------------------------|
 LX6785| PID    Reference Object                     Distance      Geod. Az  |
 LX6785|                                                           dddmmss.s |
 LX6785| CZ7286 DIRK RM 1                            19.370 METERS 16913     |
 LX6785| LX6775 TAYLOR                              APPROX. 6.0 KM 1733435.6 |
 LX6785| LX6786 DIRCKS BARN GABLE                     6.500 METERS 21755     |
 LX6785| LX6779 GLASTONBURY PHELPS COAL A FRAM      APPROX. 2.3 KM 2311749.9 |
 LX6785| LX6781 NAUBUC FACTORY SMOKESTACK           APPROX. 2.0 KM 2372801.8 |
 LX6785| LX7013 WETHERSFIELD SCHOOL CUPOLA          APPROX. 5.8 KM 2523940.4 |
 LX6785| LX7015 WETHERSFIELD STATE PRISON STK       APPROX. 4.9 KM 2622439.3 |
 LX6785| CZ7287 DIRK RM 2                             5.120 METERS 26728     |
 LX6785| LX6591 EAST HARTFORD SILVER LANE TANK      APPROX. 4.5 KM 3332447.9 |
 LX6785|---------------------------------------------------------------------|
 LX6785
 LX6785                          SUPERSEDED SURVEY CONTROL
 LX6785
 LX6785  NAD 83(1996)-  41 43 32.81188(N)    072 35 52.80947(W) AD(       ) 3
 LX6785  NAD 83(1992)-  41 43 32.81203(N)    072 35 52.80947(W) AD(       ) 3
 LX6785  NAD 83(1992)-  41 43 32.81341(N)    072 35 52.81110(W) AD(       ) 3
 LX6785  NAD 83(1986)-  41 43 32.81367(N)    072 35 52.81100(W) AD(       ) 3
 LX6785  NAD 27      -  41 43 32.44500(N)    072 35 54.49200(W) AD(       ) 3
 LX6785
 LX6785.Superseded values are not recommended for survey control.
 LX6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6785.See file dsdata.txt to determine how the superseded data were derived.
 LX6785
 LX6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9978622119(NAD 83)
 LX6785_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6785+STABILITY: SURFACE MOTION
 LX6785
 LX6785  HISTORY     - Date     Condition        Report By
 LX6785  HISTORY     - 1935     MONUMENTED       CGS
 LX6785  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6785
 LX6785                          STATION DESCRIPTION
 LX6785
 LX6785'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6785'THE STATION IS REACHED FROM BENTLEYS SIDING ON ROUTE 15, TURN
 LX6785'EASTERLY ON GRISWOLD STREET AND GO 1.0 MILE TO THE HOUSE OF
 LX6785'H. DIRCK.  THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP
 LX6785'OF A 12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND
 LX6785'ABOUT 5 METERS EASTERLY OF THE BARN AND ABOUT 100 METERS
 LX6785'NORTHERLY OF THE HOUSE.  THE HILL IS LOCALLY KNOWN AS CANDLEWOOD
 LX6785'HILL.  THE SUB-SURFACE MARK IS A STANDARD DISK SET IN AN
 LX6785'IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX6785'
 LX6785'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6785'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6785'
 LX6785'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN AN 8- BY 8- BY
 LX6785'30-INCH CONCRETE POST FLUSH WITH THE GROUND IN AN EASTERLY AND
 LX6785'WESTERLY ROW OF GRAPE VINES S OF THE STATION.
 LX6785'
 LX6785'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN AN 8- BY 8- BY
 LX6785'30-INCH CONCRETE POST BY THE NORTHEASTERLY CORNER OF THE BARN AND
 LX6785'IS N 82 DEG W OF THE STATION.
 LX6785'
 LX6785'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6785
 LX6785                          STATION RECOVERY (1971)
 LX6785
 LX6785'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX6785'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX6785'REACH THE STATION FROM GLASTONBURY AT THE INTERSECTION OF ROUTE
 LX6785'2 (V.F.W. MEMORIAL HIGHWAY) AND GRISWOLD STREET GO EAST ON
 LX6785'GRISWOLD STREET FOR 0.55 MILE TO A 2-STY FR. HO 387 OWNED BY
 LX6785'L. DIRCK.  THE STATION IS 290 FEET NORTH OF THE CENTER LINE OF
 LX6785'GRISWOLD STREET, AND STAMPED DIRK 1935.
 LX6785'
 LX6785'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6785'1.0 MILE NORTHEAST OF GLASTONBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7059 ***********************************************************************
 LX7059  DESIGNATION -  DIVIDEND FLAG IN TREE
 LX7059  PID         -  LX7059
 LX7059  STATE/COUNTY-  CT/HARTFORD
 LX7059  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7059
 LX7059                         *CURRENT SURVEY CONTROL
 LX7059  ___________________________________________________________________
 LX7059* NAD 83(1996)-  41 39 05.72260(N)    072 38 03.24530(W)     ADJUSTED  
 LX7059* NAVD 88     -                                                        
 LX7059  ___________________________________________________________________
 LX7059  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX7059  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX7059
 LX7059  HORZ ORDER  -  THIRD
 LX7059
 LX7059.The horizontal coordinates were established by classical geodetic methods
 LX7059.and adjusted by the National Geodetic Survey in August 1998..
 LX7059
 LX7059
 LX7059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7059
 LX7059.The geoid height was determined by GEOID03.
 LX7059
 LX7059;                    North         East     Units Scale Factor Converg.
 LX7059;SPC CT       -   243,281.562   314,443.840   MT  0.99998525   +0 04 36.3
 LX7059;SPC CT       -   798,166.26  1,031,637.83   sFT  0.99998525   +0 04 36.3
 LX7059;UTM  18      - 4,613,797.592   696,998.807   MT  1.00007760   +1 34 22.0
 LX7059
 LX7059                          SUPERSEDED SURVEY CONTROL
 LX7059
 LX7059  NAD 83(1996)-  41 39 05.72198(N)    072 38 03.24565(W) AD(       ) 4
 LX7059  NAD 83(1992)-  41 39 05.72207(N)    072 38 03.24538(W) AD(       ) 4
 LX7059  NAD 83(1992)-  41 39 05.72380(N)    072 38 03.24736(W) AD(       ) 4
 LX7059  NAD 83(1986)-  41 39 05.72391(N)    072 38 03.24701(W) AD(       ) 4
 LX7059  NAD 27      -  41 39 05.36400(N)    072 38 04.91600(W) AD(       ) 3
 LX7059
 LX7059.Superseded values are not recommended for survey control.
 LX7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7059.See file dsdata.txt to determine how the superseded data were derived.
 LX7059
 LX7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9699913798(NAD 83)
 LX7059
 LX7059  HISTORY     - Date     Condition        Report By
 LX7059  HISTORY     - UNK      MONUMENTED
 LX7059  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7059
 LX7059                          STATION DESCRIPTION
 LX7059
 LX7059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7059'NO DESCRIPTION WAS AVAILABLE TO THIS PARTY FOR RECOVERY OF THIS
 LX7059'STATION.  UNLESS THERE IS A PARTICULARLY GOOD DESCRIPTION
 LX7059'AVAILABLE ON THIS STATION, IT IS RECOMMENDED THAT IT BE
 LX7059'CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6044 ***********************************************************************
 LX6044  DESIGNATION -  DIVIS GABLE
 LX6044  PID         -  LX6044
 LX6044  STATE/COUNTY-  CT/MIDDLESEX
 LX6044  USGS QUAD   -  DEEP RIVER (1971)
 LX6044
 LX6044                         *CURRENT SURVEY CONTROL
 LX6044  ___________________________________________________________________
 LX6044* NAD 83(1996)-  41 24 24.87920(N)    072 28 08.98748(W)     ADJUSTED  
 LX6044* NAVD 88     -                                                        
 LX6044  ___________________________________________________________________
 LX6044  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 LX6044  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX6044
 LX6044  HORZ ORDER  -  THIRD
 LX6044
 LX6044.The horizontal coordinates were established by classical geodetic methods
 LX6044.and adjusted by the National Geodetic Survey in August 1998..
 LX6044
 LX6044
 LX6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6044
 LX6044.The geoid height was determined by GEOID03.
 LX6044
 LX6044;                    North         East     Units Scale Factor Converg.
 LX6044;SPC CT       -   216,138.663   328,282.575   MT  0.99998558   +0 11 10.4
 LX6044;SPC CT       -   709,114.93  1,077,040.41   sFT  0.99998558   +0 11 10.4
 LX6044;UTM  18      - 4,587,020.810   711,541.589   MT  1.00015075   +1 40 28.3
 LX6044
 LX6044                          SUPERSEDED SURVEY CONTROL
 LX6044
 LX6044  NAD 83(1992)-  41 24 24.87834(N)    072 28 08.98724(W) AD(       ) 4
 LX6044  NAD 83(1986)-  41 24 24.88026(N)    072 28 08.99001(W) AD(       ) 4
 LX6044  NAD 27      -  41 24 24.52000(N)    072 28 10.69000(W) AD(       ) 3
 LX6044
 LX6044.Superseded values are not recommended for survey control.
 LX6044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6044.See file dsdata.txt to determine how the superseded data were derived.
 LX6044
 LX6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1154287021(NAD 83)
 LX6044
 LX6044  HISTORY     - Date     Condition        Report By
 LX6044  HISTORY     - 1935     MONUMENTED       CGS
 LX6044  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6044
 LX6044                          STATION DESCRIPTION
 LX6044
 LX6044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6044'THE FARM OF F.M. DIVIS IS ON THE N SIDE OF WIG HILL ROAD ABOUT
 LX6044'1-1/4 MILES FROM CHESTER SQUARE.
 LX6044'
 LX6044'THE HOUSE IS 1 1/2-STORIES HIGH WITH GABLES FACING THE E AND
 LX6044'W.  A 1-STORY WING IS ATTACHED TO THE NW CORNER.  TWO CHIMNEYS
 LX6044'SHOW--ONE AT THE NW CORNER OF WING AND ONE AT MIDDLE OF THE
 LX6044'MAIN ROOF.  HOUSE IS PAINTED CREAM WITH WHITE TRIM.  THERE IS A
 LX6044'RED BARN ABOUT 30 METERS E OF THE HOUSE.
 LX6044'
 LX6044'CENTER IS APEX OF E GABLE OF MAIN HOUSE.
 LX6044
 LX6044                          STATION RECOVERY (1948)
 LX6044
 LX6044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6044'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5279 ***********************************************************************
 LX5279  DESIGNATION -  DODDS CHIMNEY
 LX5279  PID         -  LX5279
 LX5279  STATE/COUNTY-  CT/NEW LONDON
 LX5279  USGS QUAD   -  NEW LONDON (1984)
 LX5279
 LX5279                         *CURRENT SURVEY CONTROL
 LX5279  ___________________________________________________________________
 LX5279* NAD 83(1996)-  41 18 49.87536(N)    072 00 51.77835(W)     ADJUSTED  
 LX5279* NAVD 88     -                                                        
 LX5279  ___________________________________________________________________
 LX5279  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 LX5279  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX5279
 LX5279  HORZ ORDER  -  THIRD
 LX5279
 LX5279.The horizontal coordinates were established by classical geodetic methods
 LX5279.and adjusted by the National Geodetic Survey in August 1998..
 LX5279
 LX5279
 LX5279.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5279
 LX5279.The geoid height was determined by GEOID03.
 LX5279
 LX5279;                    North         East     Units Scale Factor Converg.
 LX5279;SPC CT       -   206,027.863   366,396.044   MT  0.99999046   +0 29 15.9
 LX5279;SPC CT       -   675,943.08  1,202,084.35   sFT  0.99999046   +0 29 15.9
 LX5279;UTM  18      - 4,577,899.610   749,914.821   MT  1.00036873   +1 58 19.5
 LX5279;UTM  19      - 4,577,982.929   247,677.020   MT  1.00038361   -1 59 27.9
 LX5279
 LX5279                          SUPERSEDED SURVEY CONTROL
 LX5279
 LX5279  NAD 83(1992)-  41 18 49.87414(N)    072 00 51.77742(W) AD(       ) 4
 LX5279  NAD 83(1986)-  41 18 49.87480(N)    072 00 51.78264(W) AD(       ) 4
 LX5279  NAD 27      -  41 18 49.52300(N)    072 00 53.52000(W) AD(       ) 3
 LX5279
 LX5279.Superseded values are not recommended for survey control.
 LX5279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5279.See file dsdata.txt to determine how the superseded data were derived.
 LX5279
 LX5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4991577900(NAD 83)
 LX5279_MARKER: 85 = CHIMNEY
 LX5279
 LX5279  HISTORY     - Date     Condition        Report By
 LX5279  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5279  HISTORY     - 1948     GOOD             CGS
 LX5279  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5279
 LX5279                          STATION DESCRIPTION
 LX5279
 LX5279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5279'THE HOUSE IS ON THE WATER FRONT OF THE CURVED SHAPED BEACH ON THE
 LX5279'W SIDE OF GROTON LONG POINT.  IT IS A TWO-STORY FRAME BUILDING
 LX5279'WITH A GREEN COMPOSITION ROOF AND LONG DORMERS ON THE N AND S
 LX5279'SIDES.  THE BASE OF THE HOUSE IS RED BRICK.  TWO RED TILES ARE
 LX5279'ON THE TOP AND IN THE CENTER OF THE HOUSE.  THERE ARE RAILED
 LX5279'BALCONY PORCHES ON THE E-W ENDS OF THE HOUSE.  THE CHIMNEY IS
 LX5279'RED BRICK.
 LX5279'
 LX5279'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT 35
 LX5279'FEET.  PROPERTY OF HOWARD S. DODD.
 LX5279
 LX5279                          STATION RECOVERY (1948)
 LX5279
 LX5279'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5279'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 LX5279'
 LX5279'THE BASE OF THE HOUSE IS NOW COVERED WITH CLAPBOARD.  THE HOUSE
 LX5279'IS PAINTED YELLOW WITH GREEN SHUTTERS AND ROOF.
 LX5279
 LX5279                          STATION RECOVERY (1984)
 LX5279
 LX5279'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5279'DESTROYED--HOUSE AND CHIMNEY AT THIS LOCATION DESTROYED TO MAKE ROOM
 LX5279'FOR JOHN CARRS NEW HOME.  DODDS CHIMNEY NO LONGER IN EXISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3387 ***********************************************************************
 LW3387  DESIGNATION -  DODGE
 LW3387  PID         -  LW3387
 LW3387  STATE/COUNTY-  CT/NEW LONDON
 LW3387  USGS QUAD   -  MYSTIC (1984)
 LW3387
 LW3387                         *CURRENT SURVEY CONTROL
 LW3387  ___________________________________________________________________
 LW3387* NAD 83(1996)-  41 19 39.81150(N)    071 57 18.62086(W)     ADJUSTED  
 LW3387* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LW3387  ___________________________________________________________________
 LW3387  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 LW3387  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3387
 LW3387  HORZ ORDER  -  THIRD
 LW3387
 LW3387.The horizontal coordinates were established by classical geodetic methods
 LW3387.and adjusted by the National Geodetic Survey in August 1998..
 LW3387
 LW3387.The orthometric height was scaled from a topographic map.
 LW3387
 LW3387.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3387
 LW3387.The geoid height was determined by GEOID03.
 LW3387
 LW3387;                    North         East     Units Scale Factor Converg.
 LW3387;SPC CT       -   207,612.219   371,339.606   MT  0.99998957   +0 31 37.3
 LW3387;SPC CT       -   681,141.09  1,218,303.36   sFT  0.99998957   +0 31 37.3
 LW3387;SPC RI       -    27,241.452    61,894.483   MT  1.00001161   -0 18 02.1
 LW3387;SPC RI       -    89,374.66    203,065.48   sFT  1.00001161   -0 18 02.1
 LW3387;SPC NY L     -   130,934.214   471,176.481   MT  1.00002960   +1 20 14.9
 LW3387;SPC NY L     -   429,573.33  1,545,851.50   sFT  1.00002960   +1 20 14.9
 LW3387;UTM  19      - 4,579,352.480   252,686.381   MT  1.00035280   -1 57 08.9
 LW3387;UTM  18      - 4,579,612.181   754,817.607   MT  1.00039919   +2 00 42.4
 LW3387
 LW3387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3387!SPC CT       -   1.00000407  x   0.99998957  =   0.99999364
 LW3387!SPC RI       -   1.00000407  x   1.00001161  =   1.00001568
 LW3387!SPC NY L     -   1.00000407  x   1.00002960  =   1.00003367
 LW3387!UTM  19      -   1.00000407  x   1.00035280  =   1.00035687
 LW3387!UTM  18      -   1.00000407  x   1.00039919  =   1.00040326
 LW3387
 LW3387|---------------------------------------------------------------------|
 LW3387| PID    Reference Object                     Distance      Geod. Az  |
 LW3387|                                                           dddmmss.s |
 LW3387| CB7655 DODGE RM 1                           20.020 METERS 12329     |
 LW3387| CB7656 DODGE RM 2                           22.760 METERS 16628     |
 LW3387| LW3384 MYSTIC                              APPROX. 2.4 KM 2333639.0 |
 LW3387|---------------------------------------------------------------------|
 LW3387
 LW3387                          SUPERSEDED SURVEY CONTROL
 LW3387
 LW3387  NAD 83(1992)-  41 19 39.81022(N)    071 57 18.61993(W) AD(       ) 3
 LW3387  NAD 83(1986)-  41 19 39.81052(N)    071 57 18.62433(W) AD(       ) 3
 LW3387  NAD 27      -  41 19 39.46000(N)    071 57 20.36600(W) AD(       ) 3
 LW3387
 LW3387.Superseded values are not recommended for survey control.
 LW3387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3387.See file dsdata.txt to determine how the superseded data were derived.
 LW3387
 LW3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5268679352(NAD 83)
 LW3387_MARKER: DS = TRIANGULATION STATION DISK
 LW3387_SETTING: 80 = SET IN A BOULDER
 LW3387_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3387+STABILITY: SURFACE MOTION
 LW3387
 LW3387  HISTORY     - Date     Condition        Report By
 LW3387  HISTORY     - 1934     MONUMENTED       CGS
 LW3387  HISTORY     - 1954     GOOD             CGS
 LW3387
 LW3387                          STATION DESCRIPTION
 LW3387
 LW3387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3387'THE STATION IS LOCATED ON THE SOUTHERN END OF DODGE ISLAND, 26
 LW3387'METERS N OF THE HIGH WATER LINE.  IT IS MARKED BY A STANDARD
 LW3387'DISC SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER.  THE
 LW3387'ISLAND, OVERGROWN WITH LOW BRIARS AND SMALL BRUSH, HAS NOT ANY
 LW3387'HOUSES ON IT.
 LW3387'
 LW3387'STATION MARK IS A STANDARD BRIONZE DISC WEDGED IN A DRILL HOLE
 LW3387'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND
 LW3387'NO.2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN
 LW3387'NOTE 12C.
 LW3387'
 LW3387'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3387'HOLES IN THE TOPS OF TWO LARGE BOULDERS SE AND S OF THE STATION
 LW3387'RESPECTIVELY.
 LW3387'
 LW3387'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3387
 LW3387                          STATION RECOVERY (1954)
 LW3387
 LW3387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3387'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 LW3387'DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7247 ***********************************************************************
 LX7247  DESIGNATION -  DONNELLY
 LX7247  PID         -  LX7247
 LX7247  STATE/COUNTY-  CT/HARTFORD
 LX7247  USGS QUAD   -  TARIFFVILLE (1984)
 LX7247
 LX7247                         *CURRENT SURVEY CONTROL
 LX7247  ___________________________________________________________________
 LX7247* NAD 83(1996)-  41 59 37.10677(N)    072 52 17.54684(W)     ADJUSTED  
 LX7247* NAVD 88     -       307.6    (meters)    1009.     (feet)  VERTCON   
 LX7247  ___________________________________________________________________
 LX7247  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 LX7247  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 LX7247
 LX7247  HORZ ORDER  -  FIRST
 LX7247
 LX7247.The horizontal coordinates were established by classical geodetic methods
 LX7247.and adjusted by the National Geodetic Survey in August 1998..
 LX7247
 LX7247.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7247
 LX7247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7247
 LX7247.The geoid height was determined by GEOID03.
 LX7247
 LX7247;                    North         East     Units Scale Factor Converg.
 LX7247;SPC CT       -   281,273.651   294,729.709   MT  1.00001533   -0 04 50.1
 LX7247;SPC CT       -   922,811.97    966,959.05   sFT  1.00001533   -0 04 50.1
 LX7247;SPC MA M     -   861,276.606    86,363.676   MT  0.99997104   -0 55 16.7
 LX7247;SPC MA M     - 2,825,705.00    283,344.83   sFT  0.99997104   -0 55 16.7
 LX7247;UTM  18      - 4,651,261.548   676,295.801   MT  0.99998245   +1 25 27.9
 LX7247
 LX7247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7247!SPC CT       -   0.99995626  x   1.00001533  =   0.99997159
 LX7247!SPC MA M     -   0.99995626  x   0.99997104  =   0.99992731
 LX7247!UTM  18      -   0.99995626  x   0.99998245  =   0.99993871
 LX7247
 LX7247|---------------------------------------------------------------------|
 LX7247| PID    Reference Object                     Distance      Geod. Az  |
 LX7247|                                                           dddmmss.s |
 LX7247| CZ7288 DONNELLY RM 1                        27.143 METERS 00352     |
 LX7247| LX7233 MANITOOK                            APPROX. 7.9 KM 0890132.5 |
 LX7247| CZ7289 DONNELLY RM 2                        31.486 METERS 25525     |
 LX7247|---------------------------------------------------------------------|
 LX7247
 LX7247                          SUPERSEDED SURVEY CONTROL
 LX7247
 LX7247  NAD 83(1996)-  41 59 37.10674(N)    072 52 17.54683(W) AD(       ) 1
 LX7247  NAD 83(1992)-  41 59 37.10755(N)    072 52 17.54752(W) AD(       ) 1
 LX7247  NAD 83(1992)-  41 59 37.10774(N)    072 52 17.54780(W) AD(       ) 1
 LX7247  NAD 83(1986)-  41 59 37.10815(N)    072 52 17.54874(W) AD(       ) 1
 LX7247  NAD 27      -  41 59 36.76601(N)    072 52 19.18767(W) AD(       ) 1
 LX7247  NGVD 29 (07/19/86)  307.8    (m)         1010.     (f) VERT ANG       
 LX7247
 LX7247.Superseded values are not recommended for survey control.
 LX7247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7247.See file dsdata.txt to determine how the superseded data were derived.
 LX7247
 LX7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7629651262(NAD 83)
 LX7247_MARKER: DS = TRIANGULATION STATION DISK
 LX7247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7247+STABILITY: SURFACE MOTION
 LX7247
 LX7247  HISTORY     - Date     Condition        Report By
 LX7247  HISTORY     - 1980     MONUMENTED       NGS
 LX7247
 LX7247                          STATION DESCRIPTION
 LX7247
 LX7247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7247'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHWEST OF GRANBY,
 LX7247'4.8 KM (3 MI) SOUTH OF THE MASSACHUSETTS STATE LINE, 3.6 KM
 LX7247'(2-1/4 MI) WEST OF NORTH GRANBY, 2.8 KM (1-3/4 MI)
 LX7247'EAST-SOUTHEAST OF EAST HARTLAND, AND IN A SMALL CLEARING BEHIND
 LX7247'A HOUSE.
 LX7247'OWNERSHIP--MRS. PAT DONNELLY, 233 MOUNTAIN ROAD, NORTH
 LX7247'GRANBY, CT 06060, PHONE 653-4818.
 LX7247'
 LX7247'TO REACH THE STATION FROM THE POST OFFICE IN NORTH GRANBY, AT
 LX7247'THE JUNCTION OF STATE HIGHWAYS 189 AND 539 (MOUNTAIN ROAD),
 LX7247'GO WEST ON MOUNTAIN ROAD FOR 2.9 KM (1.8 MI) TO A PAVED ROAD
 LX7247'ON THE LEFT (SILKY ROAD).  CONTINUE WEST ON MOUNTAIN ROAD FOR
 LX7247'0.7 KM (0.45 MI) TO A PAVED DRIVEWAY ON THE LEFT AT 233
 LX7247'MOUNTAIN ROAD.  TURN LEFT ON THE DRIVEWAY FOR 0.2 KM (0.15 MI)
 LX7247'TO THE END OF THE DRIVEWAY AT THE HOUSE AND GARAGE.
 LX7247'CONRINUE AHEAD PASSING BETWEEN THE HOUSE AND GARAGE ON A SANDED
 LX7247'TRACK ROAD FOR 0.1 KM (0.05 MI) TO THE STATION.
 LX7247'
 LX7247'THE STATION IS A STANDARD NGS DISK
 LX7247'STAMPED---DONNELLY 1980---,
 LX7247'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7247'FLUSH WITH GROUND.  IT IS LOCATED
 LX7247'26.5 METERS (86.9 FT) SOUTH-SOUTHWEST FROM A 1 METER DIAMETER
 LX7247'BOULDER AND
 LX7247'5.3 METERS (17.4 FT) NORTHEAST FROM A 30 CM PINE TREE.
 LX7247'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7247'STAMPED---DONNELLY 1980---,
 LX7247'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7247'
 LX7247'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7247'STAMPED---DONNELLY NO 1 1980---,
 LX7247'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1.5 METERS
 LX7247'LARGEST DIMENSION.  IT IS LOCATED
 LX7247'8.5 METERS (27.9 FT) NORTH FROM A DIRT ROAD AND
 LX7247'4.7 METERS (15.4 FT) NORTHWEST FROM A 1 METER DIAMETER BOULDER.
 LX7247'MARK IS LEVEL WITH STATION.
 LX7247'
 LX7247'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7247'STAMPED---DONNELLY NO 2 1980---,
 LX7247'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.4 METER
 LX7247'LARGEST DIMENSION.  IT IS LOCATED
 LX7247'7.6 METERS (24.9 FT) NORTH FROM A 15 CM CEDAR TREE AND
 LX7247'3.6 METERS (11.8 FT) EAST-SOUTHEAST FROM A STONE FENCE.
 LX7247'MARK IS ABOVE STATION 0.5 METER.
 LX7247'
 LX7247'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OBSTRUCTED BY
 LX7247'BRUSH PILES.
 LX7247'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23 METERS.
 LX7247'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE
 LX7247'MARK.
 LX7247'
 LX7247'DESCRIBED BY W.R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2028 ***********************************************************************
 MZ2028  DESIGNATION -  DOOLITTLE
 MZ2028  PID         -  MZ2028
 MZ2028  STATE/COUNTY-  CT/LITCHFIELD
 MZ2028  USGS QUAD   -  SOUTH SANDISFIELD (1969)
 MZ2028
 MZ2028                         *CURRENT SURVEY CONTROL
 MZ2028  ___________________________________________________________________
 MZ2028* NAD 83(1996)-  42 01 46.57232(N)    073 10 06.33136(W)     ADJUSTED  
 MZ2028* NAVD 88     -       508.0    (meters)    1667.     (feet)  VERTCON   
 MZ2028  ___________________________________________________________________
 MZ2028  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 MZ2028  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 MZ2028
 MZ2028  HORZ ORDER  -  FIRST
 MZ2028
 MZ2028.The horizontal coordinates were established by classical geodetic methods
 MZ2028.and adjusted by the National Geodetic Survey in August 1998..
 MZ2028
 MZ2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2028
 MZ2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2028
 MZ2028.The geoid height was determined by GEOID03.
 MZ2028
 MZ2028;                    North         East     Units Scale Factor Converg.
 MZ2028;SPC CT       -   285,345.033   270,149.244   MT  1.00002056   -0 16 38.8
 MZ2028;SPC CT       -   936,169.50    886,314.64   sFT  1.00002056   -0 16 38.8
 MZ2028;SPC MA M     -   865,708.551    61,846.870   MT  0.99996898   -1 07 14.6
 MZ2028;SPC MA M     - 2,840,245.47    202,909.27   sFT  0.99996898   -1 07 14.6
 MZ2028;UTM  18      - 4,654,685.864   651,619.049   MT  0.99988287   +1 13 35.4
 MZ2028
 MZ2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2028!SPC CT       -   0.99992490  x   1.00002056  =   0.99994546
 MZ2028!SPC MA M     -   0.99992490  x   0.99996898  =   0.99989388
 MZ2028!UTM  18      -   0.99992490  x   0.99988287  =   0.99980778
 MZ2028
 MZ2028|---------------------------------------------------------------------|
 MZ2028| PID    Reference Object                     Distance      Geod. Az  |
 MZ2028|                                                           dddmmss.s |
 MZ2028| DA2511 DOOLITTLE RM 3                        5.419 METERS 08759     |
 MZ2028| LX3524 RIGGS                               APPROX.11.9 KM 1805250.2 |
 MZ2028| DA2508 DOOLITTLE AZ MK                                    2061808.4 |
 MZ2028| DA2509 DOOLITTLE RM 1                       11.478 METERS 22615     |
 MZ2028| MZ2029 DOOLITTLE TP                         30.478 METERS 34010     |
 MZ2028| DA2510 DOOLITTLE RM 2                        5.669 METERS 34651     |
 MZ2028|---------------------------------------------------------------------|
 MZ2028
 MZ2028                          SUPERSEDED SURVEY CONTROL
 MZ2028
 MZ2028  NAD 83(1996)-  42 01 46.57229(N)    073 10 06.33142(W) AD(       ) 1
 MZ2028  NAD 83(1992)-  42 01 46.57332(N)    073 10 06.33212(W) AD(       ) 1
 MZ2028  NAD 83(1992)-  42 01 46.57364(N)    073 10 06.33238(W) AD(       ) 1
 MZ2028  NAD 83(1986)-  42 01 46.57190(N)    073 10 06.33293(W) AD(       ) 1
 MZ2028  NAD 27      -  42 01 46.23000(N)    073 10 07.94100(W) AD(       ) 1
 MZ2028  NGVD 29 (07/19/86)  508.2    (m)         1667.     (f) VERT ANG       
 MZ2028
 MZ2028.Superseded values are not recommended for survey control.
 MZ2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2028.See file dsdata.txt to determine how the superseded data were derived.
 MZ2028
 MZ2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5161954686(NAD 83)
 MZ2028_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ2028_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2028_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ2028_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ2028+STABILITY: POSITION/ELEVATION WELL
 MZ2028
 MZ2028  HISTORY     - Date     Condition        Report By
 MZ2028  HISTORY     - 1939     MONUMENTED       MADPW
 MZ2028  HISTORY     - 1980     GOOD             NGS
 MZ2028  HISTORY     - 1984     GOOD             MAGS
 MZ2028
 MZ2028                          STATION DESCRIPTION
 MZ2028
 MZ2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 MZ2028'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN
 MZ2028'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS AGREED
 MZ2028'WITH THE 1939 DATA.  THE DIFFERENCE IN DIRECTION FROM REFERENCE
 MZ2028'MARK 1 TO REFERENCE MARK 2 AGREED WITH THE 1939 DATA.  THE
 MZ2028'DIFFERENCE IN DIRECTION FROM REFERENCE MARK 1 TO REFERENCE MARK 3
 MZ2028'DISAGREED BY 4 MINUTES SMALLER.  THE DIFFERENCE IN DIRECTION FROM
 MZ2028'REFERENCE MARK 2 TO REFERENCE MARK 3 DISAGREED BY 3 MINUTES AND
 MZ2028'29 SECONDS.  THE AZIMUTH MARK WAS NOT RECOVERED.
 MZ2028'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MZ2028'
 MZ2028'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) NORTHEAST OF NORFOLK,
 MZ2028'1.4 KM (0.9 MI) SOUTH OF THE MASSACHUSETTS STATE LINE, 1 KM (0.6
 MZ2028'MI) WEST-NORTHWEST OF THE SOUTH TIP OF BENEDICT POND,
 MZ2028'0.6 KM (0.35 MI) NORTH OF THE NORTHWEST TIP OF DOOLITTLE LAKE,
 MZ2028'AND ON A THICKLY WOODED HILL.
 MZ2028'OWNERSHIP--DOOLITTLE LAKE COMPANY, MR. LAWRENCE MADISON,
 MZ2028'NORFOLK, CT 06058.
 MZ2028'
 MZ2028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 MZ2028'STATE HIGHWAY 272 AT THE NORTH EDGE OF NORFOLK, GO NORTH ON
 MZ2028'STATE HIGHWAY 272 FOR 2.4 KM (1.5 MI) TO A PAVED CROSSROAD.
 MZ2028'TURN RIGHT AND GO EAST ON ASHPOHTAG ROAD FOR 1.3 KM (0.8 MI) TO
 MZ2028'A REVERSE FORK.  BEAR LEFT, NORTHERLY FOR 1.3 KM (0.8 MI) TO
 MZ2028'A FORK.  KEEP LEFT ON DOOLITTLE DRIVE FOR 0.6 KM (0.4 MI) TO A
 MZ2028'WOODS ROAD RIGHT (JUST BEFORE DOOLITTLE DRIVE TURNS SHARP RIGHT).
 MZ2028'TURN RIGHT AND GO EAST ON THE WOODS ROAD FOR 0.1 KM (0.05 MI) TO
 MZ2028'A FORK.  KEEP RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI) TO A FORK
 MZ2028'KEEP LEFT, EASTERLY, FOR 0.3 KM (0.2 MI) TO THE TOP OF A KNOLL.
 MZ2028'CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO THE TOP OF THE HILL AND THE
 MZ2028'STATION.
 MZ2028'
 MZ2028'THE STATION IS A STANDARD MAGS DISK
 MZ2028'STAMPED---DOOLITTLE 1939 CONN---,
 MZ2028'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ2028'7.5 METERS (24.6 FT) SOUTHEAST FROM A TRIANGULAR BLAZED PINE TREE,
 MZ2028'7.5 METERS (24.6 FT) EAST FROM A TRIANGULAR BLAZED MAPLE TREE
 MZ2028'AT THE END OF A WOODS ROAD, AND
 MZ2028'1.3 METERS (4.3 FT) EAST FROM A METAL WITNESS POST.
 MZ2028'
 MZ2028'REFERENCE MARK NUMBER 1 IS A STANDARD MAGS DISK
 MZ2028'STAMPED---DOOLITTLE RM 1 1939 CONN---,
 MZ2028'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ2028'12.7 METERS (41.7 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST,
 MZ2028'10.8 METERS (35.4 FT) SOUTH FROM A TRIANGULAR BLAZED
 MZ2028'PINE TREE,
 MZ2028'AND
 MZ2028'4.1 METERS (15.1 FT) WEST FROM A TRIANGULAR BLAZED MAPLE TREE
 MZ2028'AT THE END OF A WOODS ROAD.
 MZ2028'MARK IS BELOW STATION 0.5 METER.
 MZ2028'
 MZ2028'REFERENCE MARK NUMBER 2 IS A STANDARD MAGS DISK
 MZ2028'STAMPED---DOOLITTLE RM 2 1939 CONN---,
 MZ2028'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ2028'12.1 METERS (41.7 FT) NORTHEAST FROM A TRIANGULAR BLAZED MAPLE
 MZ2028'TREE,
 MZ2028'6.2 METERS (20.3 FT) EAST FROM A TRIANGULAR BLAZED PINE TREE, AND
 MZ2028'5.2 METERS (17.1 FT) NORTH FROM A METAL WITNESS POST.
 MZ2028'MARK IS LEVEL WITH STATION.
 MZ2028'
 MZ2028'REFERENCE MARK NUMBER 3 IS A STANDARD MAGS DISK
 MZ2028'STAMPED---DOOLITTLE RM 3 1939 CONN---,
 MZ2028'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ2028'12.8 METERS (42.0 FT) SOUTHEAST FROM A TRIANGULAR BLAZED PINE
 MZ2028'TREE,
 MZ2028'11.6 METERS (38.1 FT) EAST-NORTHEAST FROM A TRIANGULAR BLAZED
 MZ2028'MAPLE TREE, AND
 MZ2028'4.6 METERS (15.1 FT) SOUTHEAST FROM A METAL WITNESS POST.
 MZ2028'MARK IS BELOW STATION 0.5 METER.
 MZ2028'
 MZ2028'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27 METERS.
 MZ2028'NO SUITABLE PLACE FOR AN AZIMUTH MARK OR LONG
 MZ2028'REFERENCE MARK.
 MZ2028'
 MZ2028'DESCRIBED BY W.R. ODUM.
 MZ2028
 MZ2028                          STATION RECOVERY (1984)
 MZ2028
 MZ2028'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1984 (VDN)
 MZ2028'THE STATION WAS RECOVERED AT THIS DATE.
 MZ2028'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 MZ2028'CONDITION. THE DIRECTIONS AND THE DISTANCES TO THE REFERENCE MARK
 MZ2028'COMPARED FAVORABLY WITH THE 1980 DATA. A NEW DESCRIPTION FOLLOWS.
 MZ2028'
 MZ2028'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 MZ2028'NORTHEAST OF NORFOLK, 1.4 KM (0.9 MI) SOUTH OF THE MASSACHUSETTS
 MZ2028'STATE LINE AND 0.6 KM (0.35 MI) NORTH OF DOOLITTLE LAKE.
 MZ2028'OWNERSHIP--DOOLITTLE LAKE COMPANY, MR CHARLES PIERCE, GOLF DRIVE,
 MZ2028'NORFOLK CT 06058, PHONE 203-542-5732.
 MZ2028'
 MZ2028'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE
 MZ2028'HIGHWAY 272 NORTH IN NORFOLK, GO NORTH ON HIGHWAY 272 FOR 2.4 KM
 MZ2028'(1.5 MI) TO A PAVED CROSSROAD (ASHPOHTAG ROAD).TURN RIGHT, EAST,
 MZ2028'FOR 1.3 KM (0.8 MI) TO A REVERSE FORK RIGHT. CONTINUE AHEAD FOR 1.3
 MZ2028'KM (0.8 MI) TO A FORK. KEEP LEFT ON DOOLITTLE DRIVE FOR 0.6 KM (0.4
 MZ2028'MI) TO A WOODS ROAD RIGHT. TURN RIGHT FOR 0.1 KM (0.05 MI) TO A
 MZ2028'FORK. BEAR RIGHT FOR 0.1 KM (0.05 MI) TO A NARROW ROAD RIGHT.
 MZ2028'CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO A CLEARING. CONTINUE AHEAD
 MZ2028'FOR 0.3 KM (0.2 MI) TO A ROAD RIGHT. TURN RIGHT FOR 0.5 KM (0.3 MI)
 MZ2028'TO HIGH GROUND AND STATION.
 MZ2028'
 MZ2028'THE STATION IS A STANDARD MAGS DISK
 MZ2028'STAMPED---DOOLITTLE 1939 CONN---,
 MZ2028'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2028'7.49 METERS (24.6 FT) NORTHEAST FROM A BLAZED OAK TREE,
 MZ2028'7.49 METERS (24.6 FT) SOUTHEAST FROM A BLAZED HEMLOCK AND
 MZ2028'1.25 METERS (4.1 FT) SOUTHWEST FROM A METAL WITNESS POST.
 MZ2028'
 MZ2028'REFERENCE MARK NO. 1 IS A STANDARD MADPW DISK
 MZ2028'STAMPED---DOOLITTLE 1939 RM 1 CONN---,
 MZ2028'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2028'12.86 METERS (42.2 FT) WEST-SOUTHWEST FROM A METAL WITNESS POST,
 MZ2028'10.91 METERS (35.8 FT) SOUTH-SOUTHWEST FROM A BLAZED HEMLOCK TREE
 MZ2028'AND
 MZ2028'4.54 METERS (14.9 FT) WEST FROM A BLAZED OAK TREE.
 MZ2028'MARK IS LEVEL WITH THE STATION.
 MZ2028'
 MZ2028'REFERENCE MARK NO. 2 IS A STANDARD MADPW DISK
 MZ2028'STAMPED---DOOLITTLE 1939 RM 2 CONN---,
 MZ2028'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2028'12.0 METERS (39.4 FT) NORTH-NORTHEAST FROM A TRIANGULARLY BLAZED
 MZ2028'OAK TREE,
 MZ2028'6.25 METERS (20.5 FT) EAST FROM A TRIANGULARLY BLAZED HEMLOCK TREE,
 MZ2028'5.18 METERS (17 FT) NORTH FROM A METAL WITNESS POST AND
 MZ2028'1.83 METERS (6 FT) EAST FROM THE APPROXIMATE CENTER OF A TRACK ROAD.
 MZ2028'MARK IS LEVEL WITH THE STATION.
 MZ2028'
 MZ2028'REFERENCE MARK NO. 3 IS A STANDARD MADPW DISK
 MZ2028'STAMPED---DOOLITTLE 1939 RM 3 CONN---,
 MZ2028'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 MZ2028'12.8 METERS (42 FT) SOUTHEAST FROM A BLAZED HEMLOCK TREE,
 MZ2028'11.89 METERS (39 FT) EAST-NORTHEAST FROM A BLAZED OAK TREE,
 MZ2028'4.66 METERS (15.3 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 MZ2028'2.19 METERS (7.2 FT) NORTH-NORTHWEST FROM A TWIN TRUNKED OAK TREE.
 MZ2028'MARK IS 0.4 METER BELOW THE STATION.
 MZ2028'
 MZ2028'HEIGHT OF LIGHT SHOWN WAS 27.2 METERS ABOVE THE MARK.
 MZ2028'
 MZ2028'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 MZ2028'
 MZ2028'DESCRIBED BY D. L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6865 ***********************************************************************
 LX6865  DESIGNATION -  DOYLES TOWER
 LX6865  PID         -  LX6865
 LX6865  STATE/COUNTY-  CT/MIDDLESEX
 LX6865  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6865
 LX6865                         *CURRENT SURVEY CONTROL
 LX6865  ___________________________________________________________________
 LX6865* NAD 83(1996)-  41 30 08.25948(N)    072 33 23.20309(W)     ADJUSTED  
 LX6865* NAVD 88     -                                                        
 LX6865  ___________________________________________________________________
 LX6865  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LX6865  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6865
 LX6865  HORZ ORDER  -  THIRD
 LX6865
 LX6865.The horizontal coordinates were established by classical geodetic methods
 LX6865.and adjusted by the National Geodetic Survey in August 1998..
 LX6865
 LX6865
 LX6865.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6865
 LX6865.The geoid height was determined by GEOID03.
 LX6865
 LX6865;                    North         East     Units Scale Factor Converg.
 LX6865;SPC CT       -   226,711.976   320,960.831   MT  0.99998329   +0 07 42.0
 LX6865;SPC CT       -   743,804.21  1,053,018.99   sFT  0.99998329   +0 07 42.0
 LX6865;UTM  18      - 4,597,401.705   703,946.291   MT  1.00011190   +1 37 11.2
 LX6865
 LX6865                          SUPERSEDED SURVEY CONTROL
 LX6865
 LX6865  NAD 83(1992)-  41 30 08.25874(N)    072 33 23.20298(W) AD(       ) 4
 LX6865  NAD 83(1986)-  41 30 08.26068(N)    072 33 23.20530(W) AD(       ) 4
 LX6865  NAD 27      -  41 30 07.90000(N)    072 33 24.89000(W) AD(       ) 3
 LX6865
 LX6865.Superseded values are not recommended for survey control.
 LX6865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6865.See file dsdata.txt to determine how the superseded data were derived.
 LX6865
 LX6865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0394697402(NAD 83)
 LX6865
 LX6865  HISTORY     - Date     Condition        Report By
 LX6865  HISTORY     - 1934     MONUMENTED       CGS
 LX6865  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6865
 LX6865                          STATION DESCRIPTION
 LX6865
 LX6865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6865'THIS HOUSE IS ON THE E SIDE OF THE RIVER ROAD A SHORT DISTANCE
 LX6865'OUTSIDE THE VILLAGE OF HIGGANUM.  AT PRESENT IT IS OWNED BY
 LX6865'PATRICK DOYLE.
 LX6865'
 LX6865'THE HOUSE IS TWO STORIES HIGH WITH A SHORT, FLAT-TOPPED TOWER.  THE
 LX6865'TOWER IS HALF OUTSIDE THE WALL OF THE BUILDING IN THE MIDDLE OF
 LX6865'THE W END.  ABOVE THE HOUSE ROOF, THE TOWER HAS FOUR SHUTTERED
 LX6865'WINDOWS, ONE IN EACH SIDE.
 LX6865'
 LX6865'CENTER IS THE CENTER LINE OF THE TOWER.  IT IS 12.5 METERS SE
 LX6865'OF THE CENTER LINE OF THE ROAD.
 LX6865
 LX6865                          STATION RECOVERY (1948)
 LX6865
 LX6865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6865'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6365 ***********************************************************************
 LX6365  DESIGNATION -  DRIFTWOOD INN GABLE
 LX6365  PID         -  LX6365
 LX6365  STATE/COUNTY-  CT/NEW HAVEN
 LX6365  USGS QUAD   -  
 LX6365
 LX6365                         *CURRENT SURVEY CONTROL
 LX6365  ___________________________________________________________________
 LX6365* NAD 83(1996)-  41 14 45.49853(N)    072 51 40.66331(W)     ADJUSTED  
 LX6365* NAVD 88     -                                                        
 LX6365  ___________________________________________________________________
 LX6365  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX6365  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6365
 LX6365  HORZ ORDER  -  THIRD
 LX6365
 LX6365.The horizontal coordinates were established by classical geodetic methods
 LX6365.and adjusted by the National Geodetic Survey in August 1998..
 LX6365
 LX6365
 LX6365.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6365
 LX6365.The geoid height was determined by GEOID03.
 LX6365
 LX6365;                    North         East     Units Scale Factor Converg.
 LX6365;SPC CT       -   198,232.763   295,471.694   MT  0.99999568   -0 04 25.7
 LX6365;SPC CT       -   650,368.66    969,393.38   sFT  0.99999568   -0 04 25.7
 LX6365;SPC NY L     -   120,476.847   395,447.174   MT  1.00001873   +0 44 41.3
 LX6365;SPC NY L     -   395,264.46  1,297,396.27   sFT  1.00001873   +0 44 41.3
 LX6365;UTM  18      - 4,568,268.475   679,203.513   MT  0.99999524   +1 24 37.5
 LX6365
 LX6365                          SUPERSEDED SURVEY CONTROL
 LX6365
 LX6365  NAD 83(1992)-  41 14 45.49763(N)    072 51 40.66310(W) AD(       ) 4
 LX6365  NAD 83(1986)-  41 14 45.49889(N)    072 51 40.66691(W) AD(       ) 4
 LX6365  NAD 27      -  41 14 45.15100(N)    072 51 42.30400(W) AD(       ) 3
 LX6365
 LX6365.Superseded values are not recommended for survey control.
 LX6365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6365.See file dsdata.txt to determine how the superseded data were derived.
 LX6365
 LX6365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7920468268(NAD 83)
 LX6365
 LX6365  HISTORY     - Date     Condition        Report By
 LX6365  HISTORY     - 1933     MONUMENTED       CGS
 LX6365  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6365  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6365
 LX6365                          STATION DESCRIPTION
 LX6365
 LX6365'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6365'THIS IS THE E GABLE OF THE RESTAURANT AT MANSFIELD POINT.  THE
 LX6365'RESTAURANT IS CALLED DRIFTWOOD INN.  IT IS PAINTED WHITE AND
 LX6365'HAS A RED SHINGLED ROOF.
 LX6365'
 LX6365'CENTER IS THE APEX OF THIS E GABLE.
 LX6365'
 LX6365'STATION MAN BEARS S 47 DEG E (MAGNETIC) AND IS 15.75 METERS
 LX6365'DISTANT.
 LX6365
 LX6365                          STATION RECOVERY (1961)
 LX6365
 LX6365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6365'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6365'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE WITH THE FOLLOWING
 LX6365'ADDITIONS.  THE INN IS NOW PAINTED A CREAM COLOR AND THE NAME HAS
 LX6365'BEEN CHANGED TO UNCLE ELMERS.
 LX6365
 LX6365                          STATION RECOVERY (1984)
 LX6365
 LX6365'RECOVERY NOTE BY US POWER SQUADRON 1984 (HSJ)
 LX6365'STATION NOT RECOVERED - INN HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4958 ***********************************************************************
 LX4958  DESIGNATION -  DROBNEY
 LX4958  PID         -  LX4958
 LX4958  STATE/COUNTY-  CT/TOLLAND
 LX4958  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX4958
 LX4958                         *CURRENT SURVEY CONTROL
 LX4958  ___________________________________________________________________
 LX4958* NAD 83(1996)-  41 53 31.60205(N)    072 15 31.23174(W)     ADJUSTED  
 LX4958* NAVD 88     -       292.3    (meters)     959.     (feet)  VERTCON   
 LX4958  ___________________________________________________________________
 LX4958  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LX4958  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX4958
 LX4958  HORZ ORDER  -  FIRST
 LX4958
 LX4958.The horizontal coordinates were established by classical geodetic methods
 LX4958.and adjusted by the National Geodetic Survey in August 1998..
 LX4958
 LX4958.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4958
 LX4958.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4958
 LX4958.The geoid height was determined by GEOID03.
 LX4958
 LX4958;                    North         East     Units Scale Factor Converg.
 LX4958;SPC CT       -   270,105.335   345,575.798   MT  1.00000268   +0 19 32.8
 LX4958;SPC CT       -   886,170.59  1,133,776.60   sFT  1.00000268   +0 19 32.8
 LX4958;UTM  18      - 4,641,431.901   727,422.612   MT  1.00023648   +1 49 52.5
 LX4958
 LX4958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4958!SPC CT       -   0.99995875  x   1.00000268  =   0.99996143
 LX4958!UTM  18      -   0.99995875  x   1.00023648  =   1.00019522
 LX4958
 LX4958|---------------------------------------------------------------------|
 LX4958| PID    Reference Object                     Distance      Geod. Az  |
 LX4958|                                                           dddmmss.s |
 LX4958| CZ7293 DROBNEY RM 1                         17.900 METERS 03908     |
 LX4958| LX4976 STORRS                              APPROX. 8.6 KM 1801603.1 |
 LX4958| LX4962 DROBNEY RM 3                        109.726 METERS 27758     |
 LX4958| CZ7294 DROBNEY RM 2                         16.901 METERS 29128     |
 LX4958|---------------------------------------------------------------------|
 LX4958
 LX4958                          SUPERSEDED SURVEY CONTROL
 LX4958
 LX4958  NAD 83(1996)-  41 53 31.60173(N)    072 15 31.23173(W) AD(       ) 1
 LX4958  NAD 83(1992)-  41 53 31.60198(N)    072 15 31.23186(W) AD(       ) 1
 LX4958  NAD 83(1992)-  41 53 31.60238(N)    072 15 31.23220(W) AD(       ) 1
 LX4958  NAD 83(1986)-  41 53 31.60332(N)    072 15 31.23206(W) AD(       ) 1
 LX4958  NAD 27      -  41 53 31.25338(N)    072 15 32.95735(W) AD(       ) 1
 LX4958  NGVD 29 (07/19/86)  292.5    (m)          960.     (f) VERT ANG       
 LX4958
 LX4958.Superseded values are not recommended for survey control.
 LX4958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4958.See file dsdata.txt to determine how the superseded data were derived.
 LX4958
 LX4958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2742341432(NAD 83)
 LX4958_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4958_SETTING: 66 = SET IN ROCK OUTCROP
 LX4958_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4958_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4958+STABILITY: POSITION/ELEVATION WELL
 LX4958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4958+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX4958
 LX4958  HISTORY     - Date     Condition        Report By
 LX4958  HISTORY     - 1977     MONUMENTED       NGS
 LX4958  HISTORY     - 1979     GOOD             NGS
 LX4958  HISTORY     - 20020720 MARK NOT FOUND   INDIV
 LX4958  HISTORY     - 20050409 GOOD             GEOCAC
 LX4958
 LX4958                          STATION DESCRIPTION
 LX4958
 LX4958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4958'THE STATION IS ABOUT 4-3/4 MILES SOUTHEAST OF STAFFORD
 LX4958'SPRINGS, 2-1/4 MILES NORTHWEST OF EAST WILLINGTON, 1-1/4
 LX4958'MILES NORTH OF WILLINGTON, ON WHIFFORD HILL AND ON PROPERTY
 LX4958'OWNED BY MR. MARTIN DROBNEY, COSGROVE ROAD, WEST WILLINGTON,
 LX4958'CONNECTICUT, 06279, PHONE NUMBER 429-4182.  MR. DROBNEY LIVES
 LX4958'AT THE STATION SITE.
 LX4958'
 LX4958'TO REACH THE STATION FROM THE POST OFFICE IN WEST WILLINGTON,
 LX4958'GO EAST ON U.S. HIGHWAY 44 FOR 0.1 MILE TO THE JUNCTION OF
 LX4958'STATE HIGHWAY 32.  CONTINUE EAST ON U.S. HIGHWAY 44 FOR 1.8
 LX4958'MILES TO THE JUNCTION STATE HIGHWAY 320 ON THE LEFT.  TURN
 LX4958'LEFT AND GO NORTH ON STATE HIGHWAY 320, WHICH IS RUBY ROAD,
 LX4958'FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST
 LX4958'ON COSGROVE ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 LX4958'AND GO NORTHEAST ON AN ASPHALT ROAD, WHICH IS A PRIVATE
 LX4958'END OF THE ROAD AND THE STATION ON THE LEFT.
 LX4958'
 LX4958'STATION MARK, STAMPED---DROBNEY 1977---, IS A STANDARD DISK
 LX4958'CEMENTED IN A DRILL HOLE IN BEDROCK 14 INCHES BELOW THE
 LX4958'GROUND SURFACE.  IT IS 172.0 FEET NORTH OF THE NORTHEAST CORNER
 LX4958'OF MR. DROBNEYS HOME, 103 FEET EAST OF THE CENTER OF THE
 LX4958'ASPHALT ROAD, 30 FEET WEST OF A 10-INCH OAK TREE AND 27.7
 LX4958'FEET NORTHWEST OF A METAL WITNESS POST.
 LX4958'
 LX4958'REFERENCE MARK 1, STAMPED---DROBNEY NO 1 1977---, IS A
 LX4958'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 7 BY 8 FOOT
 LX4958'BOULDER THAT PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT IS
 LX4958'15 FEET EAST OF THE EDGE OF A CLEARED AREA, 5.5 FEET
 LX4958'NORTHEAST OF A TWIN TRUNKED TREE AND 5.3 FEET SOUTH OF A
 LX4958'METAL WITNESS POST.
 LX4958'
 LX4958'REFERENCE MARK 2, STAMPED---DROBNEY NO 2 1977---, IS A
 LX4958'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 LX4958'IS FLUSH WITH THE GROUND SURFACE.  IT IS 83 FEET NORTHEAST OF
 LX4958'THE CENTER OF THE ROAD, 82 FEET SOUTHWEST OF THE EDGE OF THE
 LX4958'WOODS AND 27 FEET SOUTHEAST OF THE EAST EDGE OF A GARDEN.
 LX4958'
 LX4958'REFERENCE MARK 3, STAMPED---DROBNEY NO 3 1977---, IS A
 LX4958'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 LX4958'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 153
 LX4958'FEET NORTH-NORTHWEST OF THE CENTER OF THE ROAD, 48 FEET WEST
 LX4958'OF THE SOUTHWEST CORNER OF THE GARDEN, 18 FEET NORTH OF A
 LX4958'12-INCH OAK TREE AND 7.3 FEET EAST OF A METAL WITNESS POST.
 LX4958'
 LX4958'THERE WAS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 LX4958'
 LX4958'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 31.3 METERS.
 LX4958'
 LX4958'DESCRIBED BY A.G. THACKER.
 LX4958
 LX4958                          STATION RECOVERY (1979)
 LX4958
 LX4958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX4958'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE
 LX4958'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1977.  THE
 LX4958'DISTANCE AND DIRECTION TO ALL REFERENCE MARKS COMPARED
 LX4958'FAVORABLE TO THE 1977 DATA.  SINCE THERE WAS NO TO
 LX4958'REACH WRITTEN TO REFERENCE MARK 3 A NEW AND COMPLETE
 LX4958'DESCRIPTION FOLLOWS.
 LX4958'
 LX4958'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF
 LX4958'STAFFORD SPRINGS, 2-1/4 MILES NORTHWEST OF EAST
 LX4958'WILLINGTON, 1-1/4 MILES NORTH OF WILLINGTON, ON A HILL
 LX4958'KNOWN AS WHIFFORD HILL AND ON PROPERTY OWNED BY
 LX4958'MR. MARTIN DROBNEY OF COSGROVE ROAD, WEST WILLINGTON,
 LX4958'CONNECTICUT, 06279 (PHONE NUMBER 429-4182).  MR. DROBNEY
 LX4958'LIVES AT THE STATION SITE.
 LX4958'
 LX4958'TO REACH THE STATION FROM THE POST OFFICE IN WEST
 LX4958'WILLINGTON, GO EAST ON U.S. HIGHWAY 44 FOR 0.1 MILE
 LX4958'TO THE JUNCTION OF STATE HIGHWAY 32.  CONTINUE EAST ON
 LX4958'HIGHWAY 44 FOR 1.8 MILES TO THE JUNCTION OF STATE
 LX4958'HIGHWAY 320 ON THE LEFT.  TURN LEFT AND GO NORTH ON
 LX4958'HIGHWAY 320 (WHICH IS RUBY ROAD) FOR 0.9 MILE TO A SIDE
 LX4958'ROAD RIGHT.  TURN RIGHT AND GO EAST ON COSGROVE ROAD
 LX4958'FOR 0.3 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND
 LX4958'GO NORTHEAST ON PAVED ROAD (WHICH IS A PRIVATE DRIVE)
 LX4958'FOR 0.25 MILE TO A FIELD ROAD ON LEFT.  (TO REACH
 LX4958'REFERENCE MARK 3 FROM HERE TURN LEFT ON FIELD ROAD FOR
 LX4958'0.05 MILE TO REFERENCE MARK 3 ON THE LEFT AS DESCRIBED.)
 LX4958'CONTINUE NORTHEAST ON PAVED ROAD FOR 0.05 MILE TO END
 LX4958'OF PAVEMENT AND THE STATION ON LEFT AS DESCRIBED.
 LX4958'
 LX4958'THE STATION IS A STANDARD NGS DISK
 LX4958'STAMPED---DROBNEY 1977---,
 LX4958'CEMENTED IN DRILL HOLE IN BEDROCK 36 CM BELOW THE
 LX4958'GROUND SURFACE.
 LX4958'IT IS LOCATED
 LX4958'172 FEET NORTH FROM THE NORTHEAST CORNER OF MR. DROBNEYS
 LX4958'HOME,
 LX4958'103 FEET EAST FROM THE CENTER OF THE ASPHALT ROAD,
 LX4958'30 FEET WEST FROM A 10-INCH OAK TREE AND
 LX4958'27.7 FEET NORTHWEST FROM A METAL WITNESS POST.
 LX4958'
 LX4958'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX4958'STAMPED---DROBNEY NO 1 1977---,
 LX4958'SET INTO THE TOP OF A BOULDER OF 2.44 METERS LARGEST
 LX4958'DIMENSION, PROJECTING 91 CM ABOVE THE GROUND.
 LX4958'IT IS LOCATED
 LX4958'15 FEET EAST FROM THE EDGE OF A CLEARED AREA,
 LX4958'5.5 FEET NORTHEAST FROM A TWIN-TRUNKED TREE (ONE PART OF
 LX4958'THE TWIN-TRUNKED OAK TREE
 LX4958'HAS BEEN CUT 2 FEET FROM GROUND) AND
 LX4958'5.3 FEET SOUTH FROM A METAL WITNESS POST.
 LX4958'MARK IS ABOVE STATION 1.0 METERS.
 LX4958'
 LX4958'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX4958'STAMPED---DROBNEY NO 2 1977---,
 LX4958'SET INTO A ROCK OUTCROP, FLUSH WITH THE GROUND.
 LX4958'IT IS LOCATED
 LX4958'83 FEET NORTHEAST FROM THE CENTER OF THE ASPHALT ROAD,
 LX4958'82 FEET SOUTHWEST FROM THE EDGE OF THE WOODS AND
 LX4958'27 FEET SOUTHEAST FROM THE EAST EDGE OF A GARDEN.
 LX4958'MARK IS ABOVE STATION 0.6 METERS.
 LX4958'
 LX4958'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX4958'STAMPED---DROBNEY NO 3 1977---,
 LX4958'SET INTO A ROCK OUTCROP, PROJECTING 15 CM ABOVE THE GROUND.
 LX4958'IT IS LOCATED
 LX4958'153 FEET NORTH-NORTHWEST FROM THE CENTER OF THE ASPHALT
 LX4958'ROAD,
 LX4958'48 FEET WEST FROM THE SOUTHWEST CORNER OF THE GARDEN,
 LX4958'18 FEET NORTH FROM A 12-INCH OAK TREE AND
 LX4958'7.3 FEET EAST FROM A METAL WITNESS POST.
 LX4958'MARK IS LEVEL WITH STATION.
 LX4958'
 LX4958'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.4 METERS.
 LX4958'
 LX4958'DESCRIBED BY R. L. RAMSEY, CHECKED BY P. C. OSLEY.
 LX4958
 LX4958                          STATION RECOVERY (2002)
 LX4958
 LX4958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DB)
 LX4958'STATION HAS LONG SINCE BEEN GRADED OVER WITH SOIL.  RM2 IS EXPOSED ON
 LX4958'LEDGE - THIS MARK HAS BEEN MIS-IDENTIFIED AS THE PRIMARY STATION.  RM2
 LX4958'HOWEVER IS SUITABLE FOR GPS OBSERVATIONS.
 LX4958
 LX4958                          STATION RECOVERY (2005)
 LX4958
 LX4958'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX4958'FOUND THE STATION AND RM'S 1 AND 2 IN GOOD CONDITION. THE STATION IS
 LX4958'NOW 16 PLUS INCHES BELOW GROUND.
 LX4958' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4962 ***********************************************************************
 LX4962  DESIGNATION -  DROBNEY RM 3
 LX4962  PID         -  LX4962
 LX4962  STATE/COUNTY-  CT/TOLLAND
 LX4962  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX4962
 LX4962                         *CURRENT SURVEY CONTROL
 LX4962  ___________________________________________________________________
 LX4962* NAD 83(1996)-  41 53 32.09528(N)    072 15 35.94547(W)     ADJUSTED  
 LX4962* NAVD 88     -       290.8    (meters)     954.     (feet)  VERTCON   
 LX4962  ___________________________________________________________________
 LX4962  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LX4962  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX4962
 LX4962  HORZ ORDER  -  SECOND
 LX4962
 LX4962.The horizontal coordinates were established by classical geodetic methods
 LX4962.and adjusted by the National Geodetic Survey in August 1998..
 LX4962
 LX4962.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4962
 LX4962.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4962
 LX4962.The geoid height was determined by GEOID03.
 LX4962
 LX4962;                    North         East     Units Scale Factor Converg.
 LX4962;SPC CT       -   270,119.935   345,467.047   MT  1.00000269   +0 19 29.7
 LX4962;SPC CT       -   886,218.49  1,133,419.80   sFT  1.00000269   +0 19 29.7
 LX4962;UTM  18      - 4,641,443.642   727,313.490   MT  1.00023587   +1 49 49.4
 LX4962
 LX4962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4962!SPC CT       -   0.99995898  x   1.00000269  =   0.99996167
 LX4962!UTM  18      -   0.99995898  x   1.00023587  =   1.00019484
 LX4962
 LX4962                          SUPERSEDED SURVEY CONTROL
 LX4962
 LX4962  NAD 83(1996)-  41 53 32.09496(N)    072 15 35.94546(W) AD(       ) 2
 LX4962  NAD 83(1992)-  41 53 32.09520(N)    072 15 35.94559(W) AD(       ) 2
 LX4962  NAD 83(1992)-  41 53 32.09561(N)    072 15 35.94593(W) AD(       ) 2
 LX4962  NAD 83(1986)-  41 53 32.09655(N)    072 15 35.94579(W) AD(       ) 2
 LX4962  NAD 27      -  41 53 31.74653(N)    072 15 37.67072(W) AD(       ) 2
 LX4962  NGVD 29 (07/19/86)  291.0    (m)          955.     (f) VERT ANG       
 LX4962
 LX4962.Superseded values are not recommended for survey control.
 LX4962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4962.See file dsdata.txt to determine how the superseded data were derived.
 LX4962
 LX4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2731341444(NAD 83)
 LX4962_MARKER: DR = REFERENCE MARK DISK
 LX4962_SETTING: 66 = SET IN ROCK OUTCROP
 LX4962_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4962_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4962+STABILITY: POSITION/ELEVATION WELL
 LX4962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4962+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX4962
 LX4962  HISTORY     - Date     Condition        Report By
 LX4962  HISTORY     - 1979     MONUMENTED       NGS
 LX4962  HISTORY     - 20050409 GOOD             GEOCAC
 LX4962
 LX4962                          STATION DESCRIPTION
 LX4962
 LX4962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX4962'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF
 LX4962'STAFFORD SPRINGS, 2-1/4 MILES NORTHWEST OF EAST
 LX4962'WILLINGTON, 1-1/4 MILES NORTH OF WILLINGTON, ON A HILL
 LX4962'KNOWN AS WHIFFORD HILL AND ON PROPERTY OWNED BY
 LX4962'MR. MARTIN DROBNEY OF COSGROVE ROAD, WEST WILLINGTON,
 LX4962'CONNECTICUT, 06279 (PHONE NUMBER 429-4182). MR. DROBNEY
 LX4962'LIVES AT THE STATION SITE.
 LX4962'
 LX4962'TO REACH THE STATION FROM THE POST OFFICE IN WEST
 LX4962'WILLINGTON, GO EAST ON U.S. HIGHWAY 44 FOR 0.1 MILE
 LX4962'TO THE JUNCTION OF STATE HIGHWAY 32.  CONTINUE EAST ON
 LX4962'HIGHWAY 44 FOR 1.8 MILES TO THE JUNCTION OF STATE
 LX4962'HIGHWAY 320 ON THE LEFT.  TURN LEFT AND GO NORTH ON
 LX4962'HIGHWAY 320 (WHICH IS RUBY ROAD) FOR 0.9 MILE TO A SIDE
 LX4962'ROAD RIGHT.  TURN RIGHT AND GO EAST ON COSGROVE ROAD
 LX4962'FOR 0.3 MILE TO A PAVED SIDE ROAD LEFT.  TURN LEFT AND
 LX4962'GO NORTHEAST ON PAVED ROAD (WHICH IS A PRIVATE DRIVE)
 LX4962'FOR 0.25 MILE TO A FIELD ROAD ON THE LEFT.  TURN LEFT
 LX4962'ON FIELD ROAD AND GO FOR 0.05 MILE THE MARK ON THE LEFT
 LX4962'AS DESCRIBED.
 LX4962'
 LX4962'THE STATION IS A STANDARD REFERENCE MARK DISK
 LX4962'STAMPED---DROBNEY NO 3 1977---,
 LX4962'SET INTO A ROCK OUTCROP, PROJECTING 15 CM ABOVE THE GROUND.
 LX4962'IT IS LOCATED
 LX4962'153 FEET NORTH-NORTHWEST FROM THE CENTER OF THE ASPHALT ROAD
 LX4962'48 FEET WEST FROM THE SOUTHWEST CORNER OF THE GARDEN,
 LX4962'18 FEET NORTH FROM A 12-INCH OAK TREE AND
 LX4962'7.3 FEET EAST FROM A METAL WITNESS POST.
 LX4962'
 LX4962'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX4962'DROBNEY 1977 USING ELECTIONIC DISTANCE EQUIPMENT IN
 LX4962'1977.  (DISTANCE BEING 109.725 METERS, 359.99 FEET.)
 LX4962'
 LX4962'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 LX4962'
 LX4962'DESCRIBED BY R.L. RAMSEY, CHECKED BY P.C. OSLEY.
 LX4962
 LX4962                          STATION RECOVERY (2005)
 LX4962
 LX4962'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX4962' 
 LX4962' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7065 ***********************************************************************
 LX7065  DESIGNATION -  DRUM HILL 2 FLAG IN TREE
 LX7065  PID         -  LX7065
 LX7065  STATE/COUNTY-  CT/HARTFORD
 LX7065  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7065
 LX7065                         *CURRENT SURVEY CONTROL
 LX7065  ___________________________________________________________________
 LX7065* NAD 83(1996)-  41 38 53.56872(N)    072 38 36.77614(W)     ADJUSTED  
 LX7065* NAVD 88     -                                                        
 LX7065  ___________________________________________________________________
 LX7065  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX7065  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX7065
 LX7065  HORZ ORDER  -  THIRD
 LX7065
 LX7065.The horizontal coordinates were established by classical geodetic methods
 LX7065.and adjusted by the National Geodetic Survey in August 1998..
 LX7065
 LX7065
 LX7065.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7065
 LX7065.The geoid height was determined by GEOID03.
 LX7065
 LX7065;                    North         East     Units Scale Factor Converg.
 LX7065;SPC CT       -   242,905.601   313,668.437   MT  0.99998513   +0 04 14.1
 LX7065;SPC CT       -   796,932.79  1,029,093.86   sFT  0.99998513   +0 04 14.1
 LX7065;UTM  18      - 4,613,401.481   696,233.413   MT  1.00007389   +1 33 59.4
 LX7065
 LX7065                          SUPERSEDED SURVEY CONTROL
 LX7065
 LX7065  NAD 83(1996)-  41 38 53.56805(N)    072 38 36.77655(W) AD(       ) 4
 LX7065  NAD 83(1992)-  41 38 53.56819(N)    072 38 36.77623(W) AD(       ) 4
 LX7065  NAD 83(1992)-  41 38 53.56989(N)    072 38 36.77824(W) AD(       ) 4
 LX7065  NAD 83(1986)-  41 38 53.57003(N)    072 38 36.77789(W) AD(       ) 4
 LX7065  NAD 27      -  41 38 53.20557(N)    072 38 38.44972(W) AD(       ) 3
 LX7065
 LX7065.Superseded values are not recommended for survey control.
 LX7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7065.See file dsdata.txt to determine how the superseded data were derived.
 LX7065
 LX7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9623313401(NAD 83)
 LX7065
 LX7065  HISTORY     - Date     Condition        Report By
 LX7065  HISTORY     - 1891     MONUMENTED       CGS
 LX7065  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7065
 LX7065                          STATION DESCRIPTION
 LX7065
 LX7065'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WDH)
 LX7065'A NEW FLAG IS ANOTHER TREE WAS DETERMINED FOR USE IN THE
 LX7065'TOPOGRAPHICAL SURVEY, BUT THERE IS NO PROBABILITY THAT EITHER THE
 LX7065'FLAG OR THE TREE WILL LONG REMAIN.
 LX7065
 LX7065                          STATION RECOVERY (1948)
 LX7065
 LX7065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7065'NO DESCRIPTION WAS AVAILABLE TO THIS PARTY FOR RECOVERY OF THIS
 LX7065'STATION.  UNLESS THERE IS A PARTICULARLY GOOD DESCRIPTION AVAILABLE
 LX7065'ON THIS STATION, IT IS RECOMMENDED THAT IT BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5876 ***********************************************************************
 LX5876  DESIGNATION -  DUCK ISLAND N BREAKWATER LT
 LX5876  PID         -  LX5876
 LX5876  STATE/COUNTY-  CT/MIDDLESEX
 LX5876  USGS QUAD   -  ESSEX (1977)
 LX5876
 LX5876                         *CURRENT SURVEY CONTROL
 LX5876  ___________________________________________________________________
 LX5876* NAD 83(1996)-  41 15 36.79828(N)    072 28 29.85694(W)     ADJUSTED  
 LX5876* NAVD 88     -                                                        
 LX5876  ___________________________________________________________________
 LX5876  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX5876  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5876
 LX5876  HORZ ORDER  -  THIRD
 LX5876
 LX5876.The horizontal coordinates were established by classical geodetic methods
 LX5876.and adjusted by the National Geodetic Survey in August 1998..
 LX5876
 LX5876
 LX5876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5876
 LX5876.The geoid height was determined by GEOID03.
 LX5876
 LX5876;                    North         East     Units Scale Factor Converg.
 LX5876;SPC CT       -   199,846.009   327,849.712   MT  0.99999447   +0 10 56.5
 LX5876;SPC CT       -   655,661.45  1,075,620.26   sFT  0.99999447   +0 10 56.5
 LX5876;SPC NY L     -   122,551.579   427,799.697   MT  1.00002048   +0 59 51.0
 LX5876;SPC NY L     -   402,071.31  1,403,539.51   sFT  1.00002048   +0 59 51.0
 LX5876;UTM  18      - 4,570,719.782   711,531.349   MT  1.00015072   +1 39 57.0
 LX5876
 LX5876                          SUPERSEDED SURVEY CONTROL
 LX5876
 LX5876  NAD 83(1992)-  41 15 36.79736(N)    072 28 29.85669(W) AD(       ) 4
 LX5876  NAD 83(1986)-  41 15 36.79949(N)    072 28 29.86015(W) AD(       ) 4
 LX5876  NAD 27      -  41 15 36.44100(N)    072 28 31.53600(W) AD(       ) 3
 LX5876
 LX5876.Superseded values are not recommended for survey control.
 LX5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5876.See file dsdata.txt to determine how the superseded data were derived.
 LX5876
 LX5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1153170720(NAD 83)
 LX5876
 LX5876  HISTORY     - Date     Condition        Report By
 LX5876  HISTORY     - UNK      MONUMENTED
 LX5876  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5876  HISTORY     - 1984     GOOD             USPSQD
 LX5876  HISTORY     - 1989     GOOD             USPSQD
 LX5876  HISTORY     - 19970130 GOOD             USPSQD
 LX5876
 LX5876                          STATION DESCRIPTION
 LX5876
 LX5876'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5876'THE LIGHT WAS RECOVERED IN GOOD CONDITION.  IT IS A BLACK
 LX5876'SKELETON TOWER WITH A SMALL WHITE HOUSE AND A BLACK BASE
 LX5876'LOCATED ON THE NORTH END OF A BREAKWATER WHICH RUNS NORTH FROM
 LX5876'DUCK ISLAND.  IT WAS BUILT IN 1924.
 LX5876
 LX5876                          STATION RECOVERY (1984)
 LX5876
 LX5876'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5876'LIGHT RECOVERED IN GOOD CONDITION.  THE STRUCTURE CONSISTS OF A GRAY
 LX5876'STEEL FRAMEWORK ON A CONCRETE BASE.  RED AND GRAY DIAMOND SHAPED
 LX5876'REFLECTORS ARE LOCATED ON THE N, E, AND W SIDES OF THE FRAME,
 LX5876'AND A WHITE LIGHT IS ATOP THE STRUCTURE.
 LX5876
 LX5876                          STATION RECOVERY (1989)
 LX5876
 LX5876'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5876'RECOVERED IN GOOD CONDITION.
 LX5876
 LX5876                          STATION RECOVERY (1997)
 LX5876
 LX5876'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5873 ***********************************************************************
 LX5873  DESIGNATION -  DUCK ISLAND W BREAKWATER LT
 LX5873  PID         -  LX5873
 LX5873  STATE/COUNTY-  CT/MIDDLESEX
 LX5873  USGS QUAD   -  ESSEX (1977)
 LX5873
 LX5873                         *CURRENT SURVEY CONTROL
 LX5873  ___________________________________________________________________
 LX5873* NAD 83(1996)-  41 15 22.63102(N)    072 29 06.61849(W)     ADJUSTED  
 LX5873* NAVD 88     -                                                        
 LX5873  ___________________________________________________________________
 LX5873  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX5873  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5873
 LX5873  HORZ ORDER  -  THIRD
 LX5873
 LX5873.The horizontal coordinates were established by classical geodetic methods
 LX5873.and adjusted by the National Geodetic Survey in August 1998..
 LX5873
 LX5873
 LX5873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5873
 LX5873.The geoid height was determined by GEOID03.
 LX5873
 LX5873;                    North         East     Units Scale Factor Converg.
 LX5873;SPC CT       -   199,406.285   326,995.298   MT  0.99999479   +0 10 32.1
 LX5873;SPC CT       -   654,218.79  1,072,817.07   sFT  0.99999479   +0 10 32.1
 LX5873;SPC NY L     -   122,099.732   426,951.604   MT  1.00001999   +0 59 27.0
 LX5873;SPC NY L     -   400,588.87  1,400,757.05   sFT  1.00001999   +0 59 27.0
 LX5873;UTM  18      - 4,570,258.015   710,688.475   MT  1.00014634   +1 39 32.2
 LX5873
 LX5873                          SUPERSEDED SURVEY CONTROL
 LX5873
 LX5873  NAD 83(1992)-  41 15 22.63009(N)    072 29 06.61824(W) AD(       ) 4
 LX5873  NAD 83(1986)-  41 15 22.63226(N)    072 29 06.62158(W) AD(       ) 4
 LX5873  NAD 27      -  41 15 22.26600(N)    072 29 08.29600(W) AD(       ) 3
 LX5873
 LX5873.Superseded values are not recommended for survey control.
 LX5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5873.See file dsdata.txt to determine how the superseded data were derived.
 LX5873
 LX5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1068870258(NAD 83)
 LX5873
 LX5873  HISTORY     - Date     Condition        Report By
 LX5873  HISTORY     - UNK      MONUMENTED
 LX5873  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5873  HISTORY     - 1984     GOOD             USPSQD
 LX5873  HISTORY     - 1988     GOOD             USPSQD
 LX5873  HISTORY     - 19970130 GOOD             USPSQD
 LX5873
 LX5873                          STATION DESCRIPTION
 LX5873
 LX5873'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5873'THE LIGHT WAS RECOVERED IN GOOD CONDITION.  IT IS A RED SKELETON
 LX5873'TOWER WITH A SMALL WHITE HOUSE AND A RED BASE.  IT WAS BUILT IN
 LX5873'1924 ON THE WESTERN MOST END OF A BREAKWATER RUNNING WEST FROM
 LX5873'DUCK ISLAND.  THE LIGHT LEANS, ABOUT 8 INCHES TO THE NORTH.
 LX5873
 LX5873                          STATION RECOVERY (1984)
 LX5873
 LX5873'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5873'LIGHT RECOVERED IN GOOD CONDITION.  THE STRUCTURE IS A GRAY STEEL
 LX5873'FRAMEWORK ON A RECTANGULAR CONCRETE BASE.  TRIANGULAR RED REFLECTORS
 LX5873'ARE ON THE N, S, AND W SIDES OF THE STRUCTURE, WHICH IS SURMOUNTED
 LX5873'BY A RED LIGHT.
 LX5873
 LX5873                          STATION RECOVERY (1988)
 LX5873
 LX5873'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5873'RECOVERED IN GOOD CONDITION.
 LX5873
 LX5873                          STATION RECOVERY (1997)
 LX5873
 LX5873'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6267 ***********************************************************************
 LX6267  DESIGNATION -  DUDLEYS CUPOLA
 LX6267  PID         -  LX6267
 LX6267  STATE/COUNTY-  CT/NEW HAVEN
 LX6267  USGS QUAD   -  GUILFORD (1984)
 LX6267
 LX6267                         *CURRENT SURVEY CONTROL
 LX6267  ___________________________________________________________________
 LX6267* NAD 83(1996)-  41 17 32.76778(N)    072 39 35.40827(W)     ADJUSTED  
 LX6267* NAVD 88     -                                                        
 LX6267  ___________________________________________________________________
 LX6267  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LX6267  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6267
 LX6267  HORZ ORDER  -  THIRD
 LX6267
 LX6267.The horizontal coordinates were established by classical geodetic methods
 LX6267.and adjusted by the National Geodetic Survey in August 1998..
 LX6267
 LX6267
 LX6267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6267
 LX6267.The geoid height was determined by GEOID03.
 LX6267
 LX6267;                    North         East     Units Scale Factor Converg.
 LX6267;SPC CT       -   203,390.878   312,352.915   MT  0.99999196   +0 03 35.2
 LX6267;SPC CT       -   667,291.57  1,024,777.86   sFT  0.99999196   +0 03 35.2
 LX6267;SPC NY L     -   125,875.500   412,253.533   MT  1.00002466   +0 52 35.7
 LX6267;SPC NY L     -   412,976.54  1,352,535.13   sFT  1.00002466   +0 52 35.7
 LX6267;UTM  18      - 4,573,862.435   695,946.095   MT  1.00007254   +1 32 41.2
 LX6267
 LX6267                          SUPERSEDED SURVEY CONTROL
 LX6267
 LX6267  NAD 83(1992)-  41 17 32.76689(N)    072 39 35.40811(W) AD(       ) 4
 LX6267  NAD 83(1986)-  41 17 32.76908(N)    072 39 35.41107(W) AD(       ) 4
 LX6267  NAD 27      -  41 17 32.41900(N)    072 39 37.06700(W) AD(       ) 3
 LX6267
 LX6267.Superseded values are not recommended for survey control.
 LX6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6267.See file dsdata.txt to determine how the superseded data were derived.
 LX6267
 LX6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9594673862(NAD 83)
 LX6267
 LX6267  HISTORY     - Date     Condition        Report By
 LX6267  HISTORY     - 1933     MONUMENTED       CGS
 LX6267  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6267  HISTORY     - 1984     GOOD             USPSQD
 LX6267  HISTORY     - 1988     GOOD             USPSQD
 LX6267
 LX6267                          STATION DESCRIPTION
 LX6267
 LX6267'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6267'THIS HOUSE IS THE PROPERTY OF PAUL W. DUDLEY.  IT IS THE MOST
 LX6267'SOUTHERLY HOUSE IN THE PROMINENT GROUP OF BUILDINGS ON CLAPBOARD
 LX6267'HILL, N OF THE GUILFORD STANDPIPE.  OF THE THREE WHITE HOUSES IN
 LX6267'THIS GROUP, THIS IS THE ONLY ONE HAVING A CUPOLA.
 LX6267'
 LX6267'CUPOLA IS SQUARE WITH WINDOWS IN THE FOUR SIDES AND HAS A
 LX6267'RED ROOF.
 LX6267'
 LX6267'CENTER IS THE CENTER LINE OF THE CUPOLA.
 LX6267
 LX6267                          STATION RECOVERY (1961)
 LX6267
 LX6267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6267'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX6267
 LX6267                          STATION RECOVERY (1984)
 LX6267
 LX6267'RECOVERY NOTE BY US POWER SQUADRON 1984 (PK)
 LX6267'CUPOLA IS STILL STANDING AND IS IN GOOD CONDITION.
 LX6267
 LX6267                          STATION RECOVERY (1988)
 LX6267
 LX6267'RECOVERY NOTE BY US POWER SQUADRON 1988 (HGW)
 LX6267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7019 ***********************************************************************
 LX7019  DESIGNATION -  DUNHAM
 LX7019  PID         -  LX7019
 LX7019  STATE/COUNTY-  CT/HARTFORD
 LX7019  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7019
 LX7019                         *CURRENT SURVEY CONTROL
 LX7019  ___________________________________________________________________
 LX7019* NAD 83(1996)-  41 43 26.58915(N)    072 38 49.76970(W)     ADJUSTED  
 LX7019* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX7019  ___________________________________________________________________
 LX7019  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LX7019  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX7019
 LX7019  HORZ ORDER  -  THIRD
 LX7019
 LX7019.The horizontal coordinates were established by classical geodetic methods
 LX7019.and adjusted by the National Geodetic Survey in August 1998..
 LX7019
 LX7019.The orthometric height was scaled from a topographic map.
 LX7019
 LX7019.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7019
 LX7019.The geoid height was determined by GEOID03.
 LX7019
 LX7019;                    North         East     Units Scale Factor Converg.
 LX7019;SPC CT       -   251,328.345   313,357.741   MT  0.99998865   +0 04 05.5
 LX7019;SPC CT       -   824,566.41  1,028,074.52   sFT  0.99998865   +0 04 05.5
 LX7019;UTM  18      - 4,621,813.955   695,702.727   MT  1.00007132   +1 33 59.1
 LX7019
 LX7019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7019!SPC CT       -   1.00000371  x   0.99998865  =   0.99999236
 LX7019!UTM  18      -   1.00000371  x   1.00007132  =   1.00007503
 LX7019
 LX7019:                Primary Azimuth Mark                     Grid Az
 LX7019:SPC CT       -  HARTFORD PRATT WHITNEY TANK              016 13 17.5
 LX7019:UTM  18      -  HARTFORD PRATT WHITNEY TANK              014 43 23.9
 LX7019
 LX7019|---------------------------------------------------------------------|
 LX7019| PID    Reference Object                     Distance      Geod. Az  |
 LX7019|                                                           dddmmss.s |
 LX7019| LX7050 HARTFORD PRATT WHITNEY TANK         APPROX. 2.9 KM 0161723.0 |
 LX7019| LX7043 EAST HARTFORD OASIS FLAG            APPROX. 1.9 KM 0164349.7 |
 LX7019| LX7067 EAST HARTFORD RED BARN CUPOLA       APPROX. 1.6 KM 0721939.7 |
 LX7019| CZ7296 DUNHAM RM 2                          25.590 METERS 08133     |
 LX7019| LX6785 DIRK                                APPROX. 4.1 KM 0871745.6 |
 LX7019| LX6660 TRAVELERS TOWER                     APPROX. 5.0 KM 3343846.9 |
 LX7019| CZ7295 DUNHAM RM 1                          26.430 METERS 35931     |
 LX7019|---------------------------------------------------------------------|
 LX7019
 LX7019                          SUPERSEDED SURVEY CONTROL
 LX7019
 LX7019  NAD 83(1996)-  41 43 26.58868(N)    072 38 49.76978(W) AD(       ) 3
 LX7019  NAD 83(1992)-  41 43 26.58886(N)    072 38 49.76999(W) AD(       ) 3
 LX7019  NAD 83(1992)-  41 43 26.59021(N)    072 38 49.77122(W) AD(       ) 3
 LX7019  NAD 83(1986)-  41 43 26.59042(N)    072 38 49.77119(W) AD(       ) 3
 LX7019  NAD 27      -  41 43 26.22200(N)    072 38 51.43200(W) AD(       ) 3
 LX7019
 LX7019.Superseded values are not recommended for survey control.
 LX7019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7019.See file dsdata.txt to determine how the superseded data were derived.
 LX7019
 LX7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9570321814(NAD 83)
 LX7019_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7019_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7019+STABILITY: SURFACE MOTION
 LX7019
 LX7019  HISTORY     - Date     Condition        Report By
 LX7019  HISTORY     - 1935     MONUMENTED       CGS
 LX7019  HISTORY     - 1939     SEE DESCRIPTION  USE
 LX7019  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7019
 LX7019                          STATION DESCRIPTION
 LX7019
 LX7019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7019'THIS STATION IS ON THE PROPERTY OF W.S. DUNHAM, 110 S MAIN STREET,
 LX7019'EAST HARTFORD.  FROM THE INTERSECTION OF NAUBUC AVENUE, HIGH
 LX7019'STREET, AND BROAD STREET IN EAST HARTFORD GO WESTERLY 0.4 MILE ON
 LX7019'HIGH STREET, TURN LEFT ON ROAD LEADING TO THE MEADOW.  GO 1.35
 LX7019'MILES ON ROAD RUNNING CLOSEST TO SHORE LINE OF KEENEYS POINT.
 LX7019'STATION IS 150 METERS WESTERLY OF THIS POINT.  IT IS ON THE S
 LX7019'BOUNDARY OF THE DUNHAM PROPERTY, 5 METERS FROM THE EDGE OF
 LX7019'THE BANK AND 108 METERS N OF THE WETHERSFIELD-GLASTONBURY
 LX7019'LINE.  THE MOST NORTHERLY ELM TREE OF THE WOODS MARKING
 LX7019'THE SHORE LINE OF KEENEYS POINT BEARS S (MAGNETIC) AND IS 20
 LX7019'METERS DISTANT.
 LX7019'
 LX7019'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 LX7019'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX7019'
 LX7019'REFERENCE MARK NO.1 IS 2.85 METERS FROM THE EDGE OF THE STEEP
 LX7019'BANK.  IT BEARS N 12 DEG E (MAGNETIC).
 LX7019'
 LX7019'REFERENCE MARK NO.2 IS FURTHER E ALONG THE SOUTHERLY PROPERTY
 LX7019'LINE.  IT IS ABOUT 34 METERS FROM THE EDGE OF THE BANK AND
 LX7019'BEARS S 85 DEG E (MAGNETIC).
 LX7019'
 LX7019'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX7019
 LX7019                          STATION RECOVERY (1939)
 LX7019
 LX7019'RECOVERY NOTE BY US ENGINEERS 1939
 LX7019'STATION IS NOW ON EDGE OF BANK, PARTIALLY EXPOSED.  BANK IS
 LX7019'ERODING RAPIDLY AND STATION CAN NOW BE OCCUPIED ONLY WITH
 LX7019'DIFFICULTY.  THE NEXT FRESHET WILL PROBABLY WASH OUT THIS CONCRETE
 LX7019'BOUND.  REFERENCE MARK 2 HAS BEEN WASHED OUT ENTIRELY.
 LX7019
 LX7019                          STATION RECOVERY (1948)
 LX7019
 LX7019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7019'STATION AND REFERENCE MARKS WERE SEARCHED FOR BY TWO MEN FOR
 LX7019'ONE HOUR AND COULD NOT BE FOUND.  THE BANK HAS ERODED CONSIDERABLY
 LX7019'AND THE STATION AND REFERENCE MARK 1 ARE ASSUMED TO BE WASHED
 LX7019'OUT.  REFERENCE MARK 2 IS PROBABLY STILL IN ITS ORIGINAL
 LX7019'POSITION, BUT COULD NOT BE LOCATED DUE TO THE LACK OF REFERENCE
 LX7019'DIRECTIONS AND DISTANCES, SINCE THE PHYSICAL CHARACTERISTICS
 LX7019'OF THE AREA HAVE CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6305 ***********************************************************************
 LX6305  DESIGNATION -  DURHAM UNITED CH SPIRE
 LX6305  PID         -  LX6305
 LX6305  STATE/COUNTY-  CT/MIDDLESEX
 LX6305  USGS QUAD   -  DURHAM (1984)
 LX6305
 LX6305                         *CURRENT SURVEY CONTROL
 LX6305  ___________________________________________________________________
 LX6305* NAD 83(1996)-  41 28 43.00447(N)    072 40 53.55664(W)     ADJUSTED  
 LX6305* NAVD 88     -                                                        
 LX6305  ___________________________________________________________________
 LX6305  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LX6305  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX6305
 LX6305  HORZ ORDER  -  THIRD
 LX6305
 LX6305.The horizontal coordinates were established by classical geodetic methods
 LX6305.and adjusted by the National Geodetic Survey in August 1998..
 LX6305
 LX6305
 LX6305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6305
 LX6305.The geoid height was determined by GEOID03.
 LX6305
 LX6305;                    North         East     Units Scale Factor Converg.
 LX6305;SPC CT       -   224,065.988   310,518.250   MT  0.99998360   +0 02 43.4
 LX6305;SPC CT       -   735,123.16  1,018,758.63   sFT  0.99998360   +0 02 43.4
 LX6305;UTM  18      - 4,594,484.586   693,575.030   MT  1.00006116   +1 32 09.9
 LX6305
 LX6305                          SUPERSEDED SURVEY CONTROL
 LX6305
 LX6305  NAD 83(1992)-  41 28 43.00360(N)    072 40 53.55663(W) AD(       ) 4
 LX6305  NAD 83(1986)-  41 28 43.00601(N)    072 40 53.55879(W) AD(       ) 4
 LX6305  NAD 27      -  41 28 42.65684(N)    072 40 55.21413(W) AD(       ) 3
 LX6305
 LX6305.Superseded values are not recommended for survey control.
 LX6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6305.See file dsdata.txt to determine how the superseded data were derived.
 LX6305
 LX6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9357594485(NAD 83)
 LX6305
 LX6305  HISTORY     - Date     Condition        Report By
 LX6305  HISTORY     - 1976     MONUMENTED       NGS
 LX6305  HISTORY     - 19970531 GOOD             USPSQD
 LX6305
 LX6305                          STATION DESCRIPTION
 LX6305
 LX6305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6305'THE STATION IS THE FINIAL OF THE DURHAM UNITED CHURCHES
 LX6305'SPIRE, LOCATED IN THE TOWN OF DURHAM, 0.05
 LX6305'MILE NORTH OF THE JUNCTION OF STATE HIGHWAYS 17 AND 68.
 LX6305'THE SPIRE IS WHITE IN COLOR, SET ATOP A SQUARE BASE
 LX6305'WITH FOUR CLOCKS AND HAS AN OVER-ALL HEIGHT OF 70 FEET.
 LX6305'
 LX6305'DESCRIBED BY NOLAN B. JOHNSON.
 LX6305
 LX6305                          STATION RECOVERY (1997)
 LX6305
 LX6305'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4886 ***********************************************************************
 LX4886  DESIGNATION -  DUTTON
 LX4886  PID         -  LX4886
 LX4886  STATE/COUNTY-  CT/NEW LONDON
 LX4886  USGS QUAD   -  COLCHESTER (1984)
 LX4886
 LX4886                         *CURRENT SURVEY CONTROL
 LX4886  ___________________________________________________________________
 LX4886* NAD 83(1996)-  41 33 44.72057(N)    072 18 58.07913(W)     ADJUSTED  
 LX4886* NAVD 88     -       149.     (meters)     489.     (feet)  VERTCON   
 LX4886  ___________________________________________________________________
 LX4886  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX4886  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX4886
 LX4886  HORZ ORDER  -  SECOND
 LX4886
 LX4886.The horizontal coordinates were established by classical geodetic methods
 LX4886.and adjusted by the National Geodetic Survey in August 1998..
 LX4886
 LX4886.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4886
 LX4886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4886
 LX4886.The geoid height was determined by GEOID03.
 LX4886
 LX4886;                    North         East     Units Scale Factor Converg.
 LX4886;SPC CT       -   233,462.699   340,991.268   MT  0.99998327   +0 17 15.6
 LX4886;SPC CT       -   765,952.20  1,118,735.52   sFT  0.99998327   +0 17 15.6
 LX4886;UTM  18      - 4,604,673.163   723,797.678   MT  1.00021640   +1 46 52.7
 LX4886
 LX4886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4886!SPC CT       -   0.99998138  x   0.99998327  =   0.99996465
 LX4886!UTM  18      -   0.99998138  x   1.00021640  =   1.00019777
 LX4886
 LX4886:                Primary Azimuth Mark                     Grid Az
 LX4886:SPC CT       -  DUTTON AZ MK                             053 24 30.0
 LX4886:UTM  18      -  DUTTON AZ MK                             051 54 52.9
 LX4886
 LX4886|---------------------------------------------------------------------|
 LX4886| PID    Reference Object                     Distance      Geod. Az  |
 LX4886|                                                           dddmmss.s |
 LX4886| CZ7297 DUTTON AZ MK                                       0534145.6 |
 LX4886| CZ7298 DUTTON RM 1                          14.928 METERS 05714     |
 LX4886| LX4885 DUTTON A PT                          16.762 METERS 06341     |
 LX4886| CZ7299 DUTTON RM 2                          21.133 METERS 34509     |
 LX4886|---------------------------------------------------------------------|
 LX4886
 LX4886                          SUPERSEDED SURVEY CONTROL
 LX4886
 LX4886  NAD 83(1992)-  41 33 44.71989(N)    072 18 58.07880(W) AD(       ) 2
 LX4886  NAD 83(1986)-  41 33 44.72127(N)    072 18 58.08097(W) AD(       ) 2
 LX4886  NAD 27      -  41 33 44.36590(N)    072 18 59.78818(W) AD(       ) 2
 LX4886  NGVD 29 (07/19/86)  149.     (m)          489.     (f) VERT ANG       
 LX4886
 LX4886.Superseded values are not recommended for survey control.
 LX4886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4886.See file dsdata.txt to determine how the superseded data were derived.
 LX4886
 LX4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2379804673(NAD 83)
 LX4886_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4886+STABILITY: SURFACE MOTION
 LX4886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4886+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 LX4886
 LX4886  HISTORY     - Date     Condition        Report By
 LX4886  HISTORY     - 1975     MONUMENTED       NGS
 LX4886  HISTORY     - 20030626 GOOD             USPSQD
 LX4886
 LX4886                          STATION DESCRIPTION
 LX4886
 LX4886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4886'STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF COLCHESTER AT THE
 LX4886'SOUTHEAST CORNER OF A HIGHWAY OVERPASS AT THE INTERSECTION OF
 LX4886'STATE HIGHWAYS 2 AND 354.
 LX4886'
 LX4886'TO REACH THE STATION FROM THE POST OFFICE IN COLCHESTER, GO
 LX4886'SOUTHERLY ON STATE HIGHWAY 85 FOR 0.65 MILES TO THE JUNCTION OF
 LX4886'STATE HIGHWAY 354.  BEAR LEFT AND CONTINUE SOUTHERLY ON HIGHWAY
 LX4886'354 FOR 0.45 MILE TO AN OVERPASS OVER STATE HIGHWAY 2 AND THE
 LX4886'STATION AT THE SOUTHEAST CORNER OF THE OVERPASS AS DESCRIBED.
 LX4886'
 LX4886'THE STATION MARKS ARE STANDARD DISKS STAMPED DUTTON 1975.  THE
 LX4886'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 LX4886'WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN
 LX4886'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LX4886'SURFACE.  THEY ARE 24.5 FEET SOUTHWEST OF THE CENTER OF STATE
 LX4886'HIGHWAY 354, 7.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 LX4886'OVERPASS, 5 FEET SOUTHEAST OF A METAL WITNESS POST AND 2 FEET
 LX4886'SOUTHWEST OF A METAL CABLE GUARD RAIL.
 LX4886'
 LX4886'REFERENCE MARK 1, STAMPED DUTTON NO 1 1975, IS A STANDARD DISK
 LX4886'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB AT THE NORTHEAST
 LX4886'CORNER OF THE OVERPASS.  IT IS 21 FEET NORTHEAST OF THE CENTER OF
 LX4886'STATE HIGHWAY 354, 11.5 FEET NORTHEAST OF POWER LINE POLE NUMBER
 LX4886'663 AND 1 FOOT WEST OF THE NORTHEAST CONCRETE CORNER OF THE
 LX4886'OVERPASS.
 LX4886'
 LX4886'REFERENCE MARK 2, STAMPED DUTTON NO 2 1975, IS A STANDARD DISK
 LX4886'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB OF THE
 LX4886'OVERPASS.  IT IS 72 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 LX4886'THE OVERPASS AND 21.5 FEET NORTHEAST OF THE CENTER OF STATE
 LX4886'HIGHWAY 354.
 LX4886'
 LX4886'AZIMUTH MARK, STAMPED DUTTON AZ 1975, IS A STANDARD REFERENCE
 LX4886'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 LX4886'3 BY 5 FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ABOVE THE
 LX4886'GROUND SURFACE.  IT IS 157 FEET SOUTHWEST OF A SIGN CHESTNUT
 LX4886'HILL ROAD 1/2 MILE, 63 FEET SOUTH OF THE CENTER OF STATE
 LX4886'HIGHWAY 2 (EAST BOUND) AND 6 FEET SOUTHWEST OF A METAL WITNESS
 LX4886'POST.
 LX4886'
 LX4886'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON
 LX4886'STATE HIGHWAY 354 FOR 0.05 MILE TO AN ENTRANCE RAMP TO STATE
 LX4886'HIGHWAY 2 EAST ON THE LEFT.  TURN LEFT AND GO EASTERLY ON
 LX4886'HIGHWAY 2 FOR 0.45 MILE TO A SIGN CHESTNUT HILL ROAD 1/2
 LX4886'MILE ON THE RIGHT AND THE MARK ON THE RIGHT AS DESCRIBED.
 LX4886'
 LX4886'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 LX4886
 LX4886                          STATION RECOVERY (2003)
 LX4886
 LX4886'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX4886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5119 ***********************************************************************
 LX5119  DESIGNATION -  DYKE
 LX5119  PID         -  LX5119
 LX5119  STATE/COUNTY-  CT/NEW LONDON
 LX5119  USGS QUAD   -  UNCASVILLE (1984)
 LX5119
 LX5119                         *CURRENT SURVEY CONTROL
 LX5119  ___________________________________________________________________
 LX5119* NAD 83(1996)-  41 28 40.85441(N)    072 04 15.39462(W)     ADJUSTED  
 LX5119* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5119  ___________________________________________________________________
 LX5119  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 LX5119  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX5119
 LX5119  HORZ ORDER  -  THIRD
 LX5119
 LX5119.The horizontal coordinates were established by classical geodetic methods
 LX5119.and adjusted by the National Geodetic Survey in August 1998..
 LX5119
 LX5119.The orthometric height was scaled from a topographic map.
 LX5119
 LX5119.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5119
 LX5119.The geoid height was determined by GEOID03.
 LX5119
 LX5119;                    North         East     Units Scale Factor Converg.
 LX5119;SPC CT       -   224,220.245   361,516.929   MT  0.99998361   +0 27 00.9
 LX5119;SPC CT       -   735,629.25  1,186,076.79   sFT  0.99998361   +0 27 00.9
 LX5119;UTM  18      - 4,595,965.812   744,563.127   MT  1.00033612   +1 56 27.5
 LX5119;UTM  19      - 4,596,377.082   243,588.663   MT  1.00040919   -2 02 06.3
 LX5119
 LX5119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5119!SPC CT       -   1.00000434  x   0.99998361  =   0.99998795
 LX5119!UTM  18      -   1.00000434  x   1.00033612  =   1.00034046
 LX5119!UTM  19      -   1.00000434  x   1.00040919  =   1.00041353
 LX5119
 LX5119|---------------------------------------------------------------------|
 LX5119| PID    Reference Object                     Distance      Geod. Az  |
 LX5119|                                                           dddmmss.s |
 LX5119| CZ7300 DYKE RM 1                            14.170 METERS 05348     |
 LX5119| CZ7301 DYKE RM 2                            20.840 METERS 17128     |
 LX5119| LX5118 MOHEGAN DIKE LIGHT 14               106.795 METERS 28648     |
 LX5119| LX5107 INDIAN HILL LIGHT 11                APPROX. 1.2 KM 3210929.2 |
 LX5119| LX5106 PRIDE PIER LIGHT 16                 APPROX. 1.7 KM 3331039.9 |
 LX5119|---------------------------------------------------------------------|
 LX5119
 LX5119                          SUPERSEDED SURVEY CONTROL
 LX5119
 LX5119  NAD 83(1992)-  41 28 40.85338(N)    072 04 15.39394(W) AD(       ) 3
 LX5119  NAD 83(1986)-  41 28 40.85401(N)    072 04 15.39666(W) AD(       ) 3
 LX5119  NAD 27      -  41 28 40.50000(N)    072 04 17.11200(W) AD(       ) 3
 LX5119
 LX5119.Superseded values are not recommended for survey control.
 LX5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5119.See file dsdata.txt to determine how the superseded data were derived.
 LX5119
 LX5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4456395966(NAD 83)
 LX5119_MARKER: DS = TRIANGULATION STATION DISK
 LX5119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5119+STABILITY: SURFACE MOTION
 LX5119
 LX5119  HISTORY     - Date     Condition        Report By
 LX5119  HISTORY     - 1934     MONUMENTED       CGS
 LX5119  HISTORY     - 1961     MARK NOT FOUND   CGS
 LX5119
 LX5119                          STATION DESCRIPTION
 LX5119
 LX5119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5119'THE STATION IS LOCATED ON THE E BANK OF THE THAMES RIVER OPPOSITE
 LX5119'FORT SHANTOK STATE PARK AND ABOUT 90 METERS N OF THE SOUTHERN END
 LX5119'OF MOHEGAN DYKE.
 LX5119'
 LX5119'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LX5119'SET IN CONCRETE.
 LX5119'
 LX5119'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A 12- BY 12- BY
 LX5119'30-INCH CONCRETE POST SE OF THE STATION.  REFERENCE MARK NO.1 IS A
 LX5119'STANDARD DISK SET IN A FLAT BOULDER NE OF THE STATION JUST E OF
 LX5119'AN OLD HOUSE FOUNDATION.
 LX5119'
 LX5119'IT IS REACHED FROM THE BRIDGE OVER POQUETANUCK COVE ON STATE
 LX5119'HIGHWAY 12.  GO N 0.7 MILE TO DIRT ROAD TURN W AND FOLLOW TO
 LX5119'RIVER.  STATION IS JUST N OF THE END OF THE ROAD.  IT IS MARKED BY
 LX5119'A STANDARD DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE
 LX5119'POST FLUSH WITH THE GROUND AND 7.91 METERS EASTERLY OF THE CENTER
 LX5119'LINE OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.
 LX5119'
 LX5119'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5119
 LX5119                          STATION RECOVERY (1961)
 LX5119
 LX5119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5119'STATION AND REFERENCE MARKS COULD NOT BE FOUND.  THERE WAS NO
 LX5119'TRACE OF THE OLD HOUSE FOUNDATION.  A LOCAL RESIDENT STATED THE
 LX5119'AREA HAD BEEN FILLED.  STATION AND REFERENCE MARKS ARE SUSPECTED
 LX5119'TO HAVE BEEN BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0618 ***********************************************************************
 LX0618  DESIGNATION -  E
 LX0618  PID         -  LX0618
 LX0618  STATE/COUNTY-  CT/LITCHFIELD
 LX0618  USGS QUAD   -  NEW PRESTON (1984)
 LX0618
 LX0618                         *CURRENT SURVEY CONTROL
 LX0618  ___________________________________________________________________
 LX0618* NAD 83(1986)-  41 39 25.     (N)    073 19 05.     (W)     SCALED    
 LX0618* NAVD 88     -       157.397  (meters)     516.39   (feet)  POSTED    
 LX0618  ___________________________________________________________________
 LX0618  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX0618  DYNAMIC HT  -         157.340 (meters)     516.21  (feet)  COMP
 LX0618  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX0618
 LX0618  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0618
 LX0618.The horizontal coordinates were scaled from a topographic map and have
 LX0618.an estimated accuracy of +/- 6 seconds.
 LX0618
 LX0618.The orthometric height was determined by differential leveling
 LX0618.and adjusted by the National Geodetic Survey in 1992..
 LX0618.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0618.rate of 0.0 thru 1.0 mm/km.
 LX0618
 LX0618.The geoid height was determined by GEOID03.
 LX0618
 LX0618.The dynamic height is computed by dividing the NAVD 88
 LX0618.geopotential number by the normal gravity value computed on the
 LX0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0618.degrees latitude (g = 980.6199 gals.).
 LX0618
 LX0618.The modeled gravity was interpolated from observed gravity values.
 LX0618
 LX0618;                    North         East    Units  Estimated Accuracy
 LX0618;SPC CT       -   244,030.      257,490.      MT  (+/- 180 meters Scaled)
 LX0618
 LX0618                          SUPERSEDED SURVEY CONTROL
 LX0618
 LX0618.No superseded survey control is available for this station.
 LX0618
 LX0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM400130(NAD 83)
 LX0618_MARKER: DD = SURVEY DISK
 LX0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0618_SP_SET: ABUTMENT
 LX0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0618
 LX0618  HISTORY     - Date     Condition        Report By
 LX0618  HISTORY     - UNK      MONUMENTED       CU
 LX0618  HISTORY     - 1916     GOOD             NGS
 LX0618  HISTORY     - 1948     MARK NOT FOUND   USGS
 LX0618
 LX0618                          STATION DESCRIPTION
 LX0618
 LX0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0618'0.3 MI N FROM NEW PRESTON STATION.
 LX0618'1/3 MILE NORTH OF NEW PRESTON STATION, LITCHFIELD COUNTY, AT THE
 LX0618'STEEL HIGHWAY BRIDGE OVER BANTAM RIVER, ON THE EAST END OF THE
 LX0618'NORTH ABUTMENT.  A CAMP COLUMBIA STANDARD DISK.
 LX0618
 LX0618                          STATION RECOVERY (1948)
 LX0618
 LX0618'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LX0618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1047 ***********************************************************************
 LW1047  DESIGNATION -  E 10
 LW1047  PID         -  LW1047
 LW1047  STATE/COUNTY-  CT/WINDHAM
 LW1047  USGS QUAD   -  ONECO (1970)
 LW1047
 LW1047                         *CURRENT SURVEY CONTROL
 LW1047  ___________________________________________________________________
 LW1047* NAD 83(1986)-  41 42 45.     (N)    071 50 11.     (W)     SCALED    
 LW1047* NAVD 88     -        91.343  (meters)     299.68   (feet)  ADJUSTED  
 LW1047  ___________________________________________________________________
 LW1047  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1047  DYNAMIC HT  -          91.310 (meters)     299.57  (feet)  COMP
 LW1047  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 LW1047
 LW1047  VERT ORDER  -  FIRST     CLASS II
 LW1047
 LW1047.The horizontal coordinates were scaled from a topographic map and have
 LW1047.an estimated accuracy of +/- 6 seconds.
 LW1047
 LW1047.The orthometric height was determined by differential leveling
 LW1047.and adjusted by the National Geodetic Survey in June 1991..
 LW1047
 LW1047.The geoid height was determined by GEOID03.
 LW1047
 LW1047.The dynamic height is computed by dividing the NAVD 88
 LW1047.geopotential number by the normal gravity value computed on the
 LW1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1047.degrees latitude (g = 980.6199 gals.).
 LW1047
 LW1047.The modeled gravity was interpolated from observed gravity values.
 LW1047
 LW1047;                    North         East    Units  Estimated Accuracy
 LW1047;SPC CT       -   250,440.      380,830.      MT  (+/- 180 meters Scaled)
 LW1047
 LW1047                          SUPERSEDED SURVEY CONTROL
 LW1047
 LW1047  NGVD 29 (??/??/92)   91.586  (m)          300.48   (f) ADJ UNCH    1 2
 LW1047
 LW1047.Superseded values are not recommended for survey control.
 LW1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1047.See file dsdata.txt to determine how the superseded data were derived.
 LW1047
 LW1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG640217(NAD 83)
 LW1047_MARKER: DB = BENCH MARK DISK
 LW1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1047_SP_SET: BRIDGE
 LW1047_STAMPING: E 10 1923
 LW1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1047
 LW1047  HISTORY     - Date     Condition        Report By
 LW1047  HISTORY     - 1923     MONUMENTED       CGS
 LW1047  HISTORY     - 1934     GOOD             NGS
 LW1047  HISTORY     - 1988     POOR             USPSQD
 LW1047  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1047
 LW1047                          STATION DESCRIPTION
 LW1047
 LW1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LW1047'0.2 MI W FROM STERLING.
 LW1047'1/4 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LW1047'FROM STERLING, WINDHAM COUNTY, JUST WEST OF THE RAILROAD YARDS,
 LW1047'AT BRIDGE 29.24 OVER MOOSUP RIVER, AT THE NORTHEAST END OF THE
 LW1047'SOUTHEAST ABUTMENT, IN THE TOP OF THE PARAPET WALL, 4 FEET
 LW1047'NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT ONE FOOT LOWER THAN
 LW1047'THE TRACK.  A STANDARD DISK, STAMPED E 10 1923.
 LW1047
 LW1047                          STATION RECOVERY (1988)
 LW1047
 LW1047'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1047'MARK RECOVERED IN POOR CONDITION.
 LW1047
 LW1047                          STATION RECOVERY (1990)
 LW1047
 LW1047'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0595 ***********************************************************************
 LX0595  DESIGNATION -  E 11
 LX0595  PID         -  LX0595
 LX0595  STATE/COUNTY-  CT/HARTFORD
 LX0595  USGS QUAD   -  SOUTHINGTON (1992)
 LX0595
 LX0595                         *CURRENT SURVEY CONTROL
 LX0595  ___________________________________________________________________
 LX0595* NAD 83(1986)-  41 33 50.     (N)    072 54 08.     (W)     SCALED    
 LX0595* NAVD 88     -        46.675  (meters)     153.13   (feet)  ADJUSTED  
 LX0595  ___________________________________________________________________
 LX0595  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX0595  DYNAMIC HT  -          46.661 (meters)     153.09  (feet)  COMP
 LX0595  MODELED GRAV-     980,320.4   (mgal)                       NAVD 88
 LX0595
 LX0595  VERT ORDER  -  FIRST     CLASS II
 LX0595
 LX0595.The horizontal coordinates were scaled from a topographic map and have
 LX0595.an estimated accuracy of +/- 6 seconds.
 LX0595
 LX0595.The orthometric height was determined by differential leveling
 LX0595.and adjusted by the National Geodetic Survey in June 1991..
 LX0595
 LX0595.The geoid height was determined by GEOID03.
 LX0595
 LX0595.The dynamic height is computed by dividing the NAVD 88
 LX0595.geopotential number by the normal gravity value computed on the
 LX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0595.degrees latitude (g = 980.6199 gals.).
 LX0595
 LX0595.The modeled gravity was interpolated from observed gravity values.
 LX0595
 LX0595;                    North         East    Units  Estimated Accuracy
 LX0595;SPC CT       -   233,550.      292,100.      MT  (+/- 180 meters Scaled)
 LX0595
 LX0595                          SUPERSEDED SURVEY CONTROL
 LX0595
 LX0595  NGVD 29 (??/??/92)   46.961  (m)          154.07   (f) ADJ UNCH    1 2
 LX0595
 LX0595.Superseded values are not recommended for survey control.
 LX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0595.See file dsdata.txt to determine how the superseded data were derived.
 LX0595
 LX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM749034(NAD 83)
 LX0595_MARKER: DB = BENCH MARK DISK
 LX0595_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0595_STAMPING: E 11 1935
 LX0595_MARK LOGO: CGS   
 LX0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0595+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 LX0595
 LX0595  HISTORY     - Date     Condition        Report By
 LX0595  HISTORY     - 1935     MONUMENTED       CGS
 LX0595  HISTORY     - 1972     GOOD             CTGS
 LX0595  HISTORY     - 1985     GOOD             NGS
 LX0595  HISTORY     - 20050107 GOOD             INDIV
 LX0595
 LX0595                          STATION DESCRIPTION
 LX0595
 LX0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0595'AT MILLDALE.
 LX0595'AT MILLDALE, HARTFORD COUNTY, ON STATE HIGHWAY 14, AT A RAILROAD
 LX0595'OVERPASS, IN THE TOP OF THE EAST END OF THE SOUTHEAST WING
 LX0595'WALL, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 3
 LX0595'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED E 11 1935.
 LX0595
 LX0595                          STATION RECOVERY (1972)
 LX0595
 LX0595'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0595'RECOVERED IN GOOD CONDITION.
 LX0595
 LX0595                          STATION RECOVERY (1985)
 LX0595
 LX0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0595'RECOVERED IN GOOD CONDITION.  CHANGE HIGHWAY 14 TO HIGHWAY 66 AND 322.
 LX0595
 LX0595                          STATION RECOVERY (2005)
 LX0595
 LX0595'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD)
 LX0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0949 ***********************************************************************
 LX0949  DESIGNATION -  E 13
 LX0949  PID         -  LX0949
 LX0949  STATE/COUNTY-  CT/FAIRFIELD
 LX0949  USGS QUAD   -  DANBURY (1984)
 LX0949
 LX0949                         *CURRENT SURVEY CONTROL
 LX0949  ___________________________________________________________________
 LX0949* NAD 83(1986)-  41 23 48.     (N)    073 27 02.     (W)     SCALED    
 LX0949* NAVD 88     -       114.211  (meters)     374.71   (feet)  ADJUSTED  
 LX0949  ___________________________________________________________________
 LX0949  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0949  DYNAMIC HT  -         114.172 (meters)     374.58  (feet)  COMP
 LX0949  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LX0949
 LX0949  VERT ORDER  -  SECOND    CLASS 0
 LX0949
 LX0949.The horizontal coordinates were scaled from a topographic map and have
 LX0949.an estimated accuracy of +/- 6 seconds.
 LX0949
 LX0949.The orthometric height was determined by differential leveling
 LX0949.and adjusted by the National Geodetic Survey in June 1991..
 LX0949
 LX0949.The geoid height was determined by GEOID03.
 LX0949
 LX0949.The dynamic height is computed by dividing the NAVD 88
 LX0949.geopotential number by the normal gravity value computed on the
 LX0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0949.degrees latitude (g = 980.6199 gals.).
 LX0949
 LX0949.The modeled gravity was interpolated from observed gravity values.
 LX0949
 LX0949;                    North         East    Units  Estimated Accuracy
 LX0949;SPC CT       -   215,200.      246,220.      MT  (+/- 180 meters Scaled)
 LX0949
 LX0949                          SUPERSEDED SURVEY CONTROL
 LX0949
 LX0949  NGVD 29 (??/??/92)  114.478  (m)          375.58   (f) ADJ UNCH    2 0
 LX0949
 LX0949.Superseded values are not recommended for survey control.
 LX0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0949.See file dsdata.txt to determine how the superseded data were derived.
 LX0949
 LX0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL295839(NAD 83)
 LX0949_MARKER: DB = BENCH MARK DISK
 LX0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0949_SP_SET: BRIDGE
 LX0949_STAMPING: E 13 1935
 LX0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0949
 LX0949  HISTORY     - Date     Condition        Report By
 LX0949  HISTORY     - 1935     MONUMENTED       CGS
 LX0949  HISTORY     - 1959     GOOD             NGS
 LX0949  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0949  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0949
 LX0949                          STATION DESCRIPTION
 LX0949
 LX0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0949'AT DANBURY.
 LX0949'AT DANBURY, FAIRFIELD COUNTY, ABOUT 435 FEET SOUTH OF RAILROAD
 LX0949'STATION ON NEW YORK, NEW HAVEN AND HARTFORD LOOP AT 60-FOOT
 LX0949'CONCRETE BRIDGE 26/40, IN THE TOP OF THE NORTHEAST WING WALL,
 LX0949'5 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 LX0949'TRACK.  A STANDARD DISK, STAMPED E 13 1935.
 LX0949
 LX0949                          STATION RECOVERY (1983)
 LX0949
 LX0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0949'MARK NOT FOUND.
 LX0949
 LX0949                          STATION RECOVERY (1984)
 LX0949
 LX0949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0949'NOT RECOVERED, A SEARCH WAS MADE WITH NO EVIDENCE OF MARK BEING FOUND
 LX0949'THE BRIDGE NO LONGER EXISTS AND MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0056 ***********************************************************************
 LX0056  DESIGNATION -  E 14
 LX0056  PID         -  LX0056
 LX0056  STATE/COUNTY-  CT/TOLLAND
 LX0056  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX0056
 LX0056                         *CURRENT SURVEY CONTROL
 LX0056  ___________________________________________________________________
 LX0056* NAD 83(1986)-  41 57 12.     (N)    072 18 16.     (W)     SCALED    
 LX0056* NAVD 88     -       144.778  (meters)     474.99   (feet)  ADJUSTED  
 LX0056  ___________________________________________________________________
 LX0056  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX0056  DYNAMIC HT  -         144.732 (meters)     474.84  (feet)  COMP
 LX0056  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0056
 LX0056  VERT ORDER  -  FIRST     CLASS II
 LX0056
 LX0056.The horizontal coordinates were scaled from a topographic map and have
 LX0056.an estimated accuracy of +/- 6 seconds.
 LX0056
 LX0056.The orthometric height was determined by differential leveling
 LX0056.and adjusted by the National Geodetic Survey in June 1991..
 LX0056.WARNING-Repeat measurements at this control monument indicate possible
 LX0056.vertical movement.
 LX0056
 LX0056.The geoid height was determined by GEOID03.
 LX0056
 LX0056.The dynamic height is computed by dividing the NAVD 88
 LX0056.geopotential number by the normal gravity value computed on the
 LX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0056.degrees latitude (g = 980.6199 gals.).
 LX0056
 LX0056.The modeled gravity was interpolated from observed gravity values.
 LX0056
 LX0056;                    North         East    Units  Estimated Accuracy
 LX0056;SPC CT       -   276,890.      341,740.      MT  (+/- 180 meters Scaled)
 LX0056
 LX0056                          SUPERSEDED SURVEY CONTROL
 LX0056
 LX0056.No superseded survey control is available for this station.
 LX0056
 LX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM234481(NAD 83)
 LX0056_MARKER: DB = BENCH MARK DISK
 LX0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0056_SP_SET: CONCRETE POST
 LX0056_STAMPING: E 14 1935
 LX0056_MARK LOGO: CGS   
 LX0056_PROJECTION: PROJECTING 13 CENTIMETERS
 LX0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0056+STABILITY: SURFACE MOTION
 LX0056
 LX0056  HISTORY     - Date     Condition        Report By
 LX0056  HISTORY     - 1935     MONUMENTED       CGS
 LX0056  HISTORY     - 1943     GOOD             CTDT
 LX0056  HISTORY     - 1943     GOOD             USGS
 LX0056  HISTORY     - 1984     GOOD             NGS
 LX0056  HISTORY     - 1986     GOOD             NGS
 LX0056
 LX0056                          STATION DESCRIPTION
 LX0056
 LX0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0056'AT STAFFORD SPRINGS.
 LX0056'AT STAFFORD SPRINGS, TOLLAND COUNTY, ABOUT 480 FEET NORTH OF THE
 LX0056'CENTRAL VERMONT RAILWAY STATION, IN THE NORTH LAWN, 50 FEET
 LX0056'SOUTHWEST OF THE INTERSECTION OF MAIN AND SPRING STREETS, 50
 LX0056'FEET SOUTH OF THE TWO-STORY BRICK BUILDING OF PENNY HANLEY CO.,
 LX0056'REAL ESTATE AND INSURANCE, 22 FEET EAST OF THE CENTER LINE OF THE
 LX0056'TRACK, AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 LX0056'STANDARD DISK, STAMPED E 14 1935 AND SET IN THE TOP OF A CONCRETE
 LX0056'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.  NOTE-- ABOUT 480
 LX0056'FEET WEST OF THE C.V. R.R. STATION, ETC. AND ALSO CORRECT
 LX0056'STATEMENT TO READ, 22 FEET NORTH OF THE CENTER LINE OF THE
 LX0056'TRACK, ETC.
 LX0056
 LX0056                          STATION RECOVERY (1943)
 LX0056
 LX0056'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0056'RECOVERED IN GOOD CONDITION.
 LX0056
 LX0056                          STATION RECOVERY (1943)
 LX0056
 LX0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0056'AT STAFFORD SPRINGS, TOLLAND COUNTY, 480 FEET WEST OF THE CENTRAL
 LX0056'VERMONT RAILWAY STATION, IN THE NORTH LAWN, 50 FEET SOUTHWEST OF THE
 LX0056'INTERSECTION OF MAIN AND SPRINGS STREETS, 50 FEET SOUTH OF THE TWO-
 LX0056'STORY BRICK BUILDING OF PENNY HANLEY CO. REAL ESTATE AND INSURANCE,
 LX0056'22 FEET NORTH OF THE CENTER LINE OF THE TRACK, 3 FEET HIGHER THAN THE
 LX0056'TOP OF THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LX0056'ABOUT 5 INCHES ABOVE GROUND.
 LX0056
 LX0056                          STATION RECOVERY (1984)
 LX0056
 LX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0056'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN STAFFORD
 LX0056'SPRINGS, ALONG STATE HIGHWAY 190, NEAR THE WEST END OF THE PROPERTY OF
 LX0056'THE CENTRAL VERMONT RAILROAD, 3.11 METERS (10.2 FT) SOUTH OF THE SOUTH
 LX0056'CURB OF THE HIGHWAY, 6.92 METERS (22.7 FT) EAST OF THE EAST CURB OF
 LX0056'SPRING STREET.
 LX0056'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX0056
 LX0056                          STATION RECOVERY (1986)
 LX0056
 LX0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0937 ***********************************************************************
 LX0937  DESIGNATION -  E 15
 LX0937  PID         -  LX0937
 LX0937  STATE/COUNTY-  CT/FAIRFIELD
 LX0937  USGS QUAD   -  NORWALK NORTH (1975)
 LX0937
 LX0937                         *CURRENT SURVEY CONTROL
 LX0937  ___________________________________________________________________
 LX0937* NAD 83(1986)-  41 08 36.     (N)    073 25 41.     (W)     SCALED    
 LX0937* NAVD 88     -        26.723  (meters)      87.67   (feet)  ADJUSTED  
 LX0937  ___________________________________________________________________
 LX0937  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX0937  DYNAMIC HT  -          26.715 (meters)      87.65  (feet)  COMP
 LX0937  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LX0937
 LX0937  VERT ORDER  -  SECOND    CLASS 0
 LX0937
 LX0937.The horizontal coordinates were scaled from a topographic map and have
 LX0937.an estimated accuracy of +/- 6 seconds.
 LX0937
 LX0937.The orthometric height was determined by differential leveling
 LX0937.and adjusted by the National Geodetic Survey in June 1991..
 LX0937
 LX0937.The geoid height was determined by GEOID03.
 LX0937
 LX0937.The dynamic height is computed by dividing the NAVD 88
 LX0937.geopotential number by the normal gravity value computed on the
 LX0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0937.degrees latitude (g = 980.6199 gals.).
 LX0937
 LX0937.The modeled gravity was interpolated from observed gravity values.
 LX0937
 LX0937;                    North         East    Units  Estimated Accuracy
 LX0937;SPC CT       -   187,050.      247,880.      MT  (+/- 180 meters Scaled)
 LX0937
 LX0937                          SUPERSEDED SURVEY CONTROL
 LX0937
 LX0937  NGVD 29 (??/??/92)   27.054  (m)           88.76   (f) ADJ UNCH    2 0
 LX0937
 LX0937.Superseded values are not recommended for survey control.
 LX0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0937.See file dsdata.txt to determine how the superseded data were derived.
 LX0937
 LX0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL319558(NAD 83)
 LX0937_MARKER: DB = BENCH MARK DISK
 LX0937_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0937+WITH SETTING: PAVEMENT
 LX0937_STAMPING: E 15 1935
 LX0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0937+STABILITY: SURFACE MOTION
 LX0937
 LX0937  HISTORY     - Date     Condition        Report By
 LX0937  HISTORY     - 1935     MONUMENTED       CGS
 LX0937  HISTORY     - 1958     MARK NOT FOUND   NGS
 LX0937  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0937
 LX0937                          STATION DESCRIPTION
 LX0937
 LX0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0937'2 MI N FROM NORWALK.
 LX0937'AT WINNIPAUK, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0937'HARTFORD RAILROAD, 270 FEET SOUTH OF THE NORWALK TIRE AND RUBBER
 LX0937'CO. MAIN BUILDING (FIVE STORY BRICK), 70 FEET EAST OF POWER-LINE
 LX0937'TOWER 78, 55 FEET NORTH OF THE CENTERLINE OF GLOVER AVENUE, 65
 LX0937'FEET WEST OF THE WEST RAIL, AND 2 FEET HIGHER THAN THE RAIL.  A
 LX0937'STANDARD DISK, STAMPED E 15 1935 AND SET IN THE TOP OF A CONCRETE
 LX0937'POST PROJECTING 8 INCHES ABOVE GROUND.
 LX0937
 LX0937                          STATION RECOVERY (1958)
 LX0937
 LX0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LX0937'MARK NOT FOUND.
 LX0937
 LX0937                          STATION RECOVERY (1983)
 LX0937
 LX0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0573 ***********************************************************************
 LX0573  DESIGNATION -  E 16
 LX0573  PID         -  LX0573
 LX0573  STATE/COUNTY-  CT/MIDDLESEX
 LX0573  USGS QUAD   -  MIDDLETOWN (1992)
 LX0573
 LX0573                         *CURRENT SURVEY CONTROL
 LX0573  ___________________________________________________________________
 LX0573* NAD 83(1986)-  41 36 09.     (N)    072 42 11.     (W)     SCALED    
 LX0573* NAVD 88     -         6.386  (meters)      20.95   (feet)  ADJUSTED  
 LX0573  ___________________________________________________________________
 LX0573  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX0573  DYNAMIC HT  -           6.384 (meters)      20.94  (feet)  COMP
 LX0573  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 LX0573
 LX0573  VERT ORDER  -  SECOND    CLASS 0
 LX0573
 LX0573.The horizontal coordinates were scaled from a topographic map and have
 LX0573.an estimated accuracy of +/- 6 seconds.
 LX0573
 LX0573.The orthometric height was determined by differential leveling
 LX0573.and adjusted by the National Geodetic Survey in June 1991..
 LX0573
 LX0573.The geoid height was determined by GEOID03.
 LX0573
 LX0573.The dynamic height is computed by dividing the NAVD 88
 LX0573.geopotential number by the normal gravity value computed on the
 LX0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0573.degrees latitude (g = 980.6199 gals.).
 LX0573
 LX0573.The modeled gravity was interpolated from observed gravity values.
 LX0573
 LX0573;                    North         East    Units  Estimated Accuracy
 LX0573;SPC CT       -   237,820.      308,710.      MT  (+/- 180 meters Scaled)
 LX0573
 LX0573                          SUPERSEDED SURVEY CONTROL
 LX0573
 LX0573  NGVD 29 (??/??/92)    6.684  (m)           21.93   (f) ADJ UNCH    2 0
 LX0573
 LX0573.Superseded values are not recommended for survey control.
 LX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0573.See file dsdata.txt to determine how the superseded data were derived.
 LX0573
 LX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM914081(NAD 83)
 LX0573_MARKER: DB = BENCH MARK DISK
 LX0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0573_SP_SET: BRIDGE
 LX0573_STAMPING: E 16 1935
 LX0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0573
 LX0573  HISTORY     - Date     Condition        Report By
 LX0573  HISTORY     - 1935     MONUMENTED       CGS
 LX0573  HISTORY     - 1972     GOOD             CTGS
 LX0573
 LX0573                          STATION DESCRIPTION
 LX0573
 LX0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0573'0.6 MI N FROM WESTFIELD.
 LX0573'0.6 MILE NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0573'RAILROAD FROM THE STATION AT WESTFIELD, MIDDLESEX COUNTY, AT
 LX0573'BRIDGE 3.89 OVER A SMALL CREEK, IN THE TOP OF THE NORTHWEST
 LX0573'CORNER OF THE NORTHEAST WINGWALL, 9 FEET EAST OF THE CENTERLINE
 LX0573'OF THE TRACK, AND ABOUT 2 1/2 FEET LOWER THAN THE TRACK.
 LX0573
 LX0573                          STATION RECOVERY (1972)
 LX0573
 LX0573'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0693 ***********************************************************************
 LX0693  DESIGNATION -  E 17
 LX0693  PID         -  LX0693
 LX0693  STATE/COUNTY-  CT/LITCHFIELD
 LX0693  USGS QUAD   -  ELLSWORTH (1969)
 LX0693
 LX0693                         *CURRENT SURVEY CONTROL
 LX0693  ___________________________________________________________________
 LX0693* NAD 83(1986)-  41 47 40.     (N)    073 24 10.     (W)     SCALED    
 LX0693* NAVD 88     -       125.913  (meters)     413.10   (feet)  ADJUSTED  
 LX0693  ___________________________________________________________________
 LX0693  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0693  DYNAMIC HT  -         125.868 (meters)     412.95  (feet)  COMP
 LX0693  MODELED GRAV-     980,267.1   (mgal)                       NAVD 88
 LX0693
 LX0693  VERT ORDER  -  SECOND    CLASS 0
 LX0693
 LX0693.The horizontal coordinates were scaled from a topographic map and have
 LX0693.an estimated accuracy of +/- 6 seconds.
 LX0693
 LX0693.The orthometric height was determined by differential leveling
 LX0693.and adjusted by the National Geodetic Survey in June 1991..
 LX0693
 LX0693.The geoid height was determined by GEOID03.
 LX0693
 LX0693.The dynamic height is computed by dividing the NAVD 88
 LX0693.geopotential number by the normal gravity value computed on the
 LX0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0693.degrees latitude (g = 980.6199 gals.).
 LX0693
 LX0693.The modeled gravity was interpolated from observed gravity values.
 LX0693
 LX0693;                    North         East    Units  Estimated Accuracy
 LX0693;SPC CT       -   259,350.      250,550.      MT  (+/- 180 meters Scaled)
 LX0693
 LX0693                          SUPERSEDED SURVEY CONTROL
 LX0693
 LX0693  NGVD 29 (??/??/92)  126.160  (m)          413.91   (f) ADJ UNCH    2 0
 LX0693
 LX0693.Superseded values are not recommended for survey control.
 LX0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0693.See file dsdata.txt to determine how the superseded data were derived.
 LX0693
 LX0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM327281(NAD 83)
 LX0693_MARKER: DB = BENCH MARK DISK
 LX0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0693_SP_SET: CULVERT
 LX0693_STAMPING: E 17 1935
 LX0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0693
 LX0693  HISTORY     - Date     Condition        Report By
 LX0693  HISTORY     - 1935     MONUMENTED       CGS
 LX0693
 LX0693                          STATION DESCRIPTION
 LX0693
 LX0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0693'2.5 MI S FROM CORNWALL BRIDGE.
 LX0693'2.5 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0693'RAILROAD FROM THE STATION AT CORNWALL BRIDGE, LITCHFIELD
 LX0693'COUNTY, 6.1 MILES NORTH OF KENT, 1.0 MILE SOUTH OF THE
 LX0693'CROSSING OF A ROAD WHICH ALSO CROSSES HOUSATONIC RIVER, AT A
 LX0693'15-FOOT-SPAN CONCRETE AND MASONRY BOX CULVERT, IN THE NORTH END
 LX0693'OF THE EAST HEADWALL, 4 FEET EAST OF THE EAST RAIL, AND 6
 LX0693'INCHES LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED E 17 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0561 ***********************************************************************
 LX0561  DESIGNATION -  E 18
 LX0561  PID         -  LX0561
 LX0561  STATE/COUNTY-  CT/HARTFORD
 LX0561  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0561
 LX0561                         *CURRENT SURVEY CONTROL
 LX0561  ___________________________________________________________________
 LX0561* NAD 83(1986)-  41 47 03.     (N)    072 42 07.     (W)     SCALED    
 LX0561* NAVD 88     -        20.273  (meters)      66.51   (feet)  ADJUSTED  
 LX0561  ___________________________________________________________________
 LX0561  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0561  DYNAMIC HT  -          20.267 (meters)      66.49  (feet)  COMP
 LX0561  MODELED GRAV-     980,333.2   (mgal)                       NAVD 88
 LX0561
 LX0561  VERT ORDER  -  SECOND    CLASS 0
 LX0561
 LX0561.The horizontal coordinates were scaled from a topographic map and have
 LX0561.an estimated accuracy of +/- 6 seconds.
 LX0561
 LX0561.The orthometric height was determined by differential leveling
 LX0561.and adjusted by the National Geodetic Survey in June 1991..
 LX0561
 LX0561.The geoid height was determined by GEOID03.
 LX0561
 LX0561.The dynamic height is computed by dividing the NAVD 88
 LX0561.geopotential number by the normal gravity value computed on the
 LX0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0561.degrees latitude (g = 980.6199 gals.).
 LX0561
 LX0561.The modeled gravity was interpolated from observed gravity values.
 LX0561
 LX0561;                    North         East    Units  Estimated Accuracy
 LX0561;SPC CT       -   258,000.      308,800.      MT  (+/- 180 meters Scaled)
 LX0561
 LX0561                          SUPERSEDED SURVEY CONTROL
 LX0561
 LX0561.No superseded survey control is available for this station.
 LX0561
 LX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM909283(NAD 83)
 LX0561_MARKER: DB = BENCH MARK DISK
 LX0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0561_STAMPING: E 18 1935
 LX0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0561+STABILITY: SURFACE MOTION
 LX0561
 LX0561  HISTORY     - Date     Condition        Report By
 LX0561  HISTORY     - 1935     MONUMENTED       CGS+SS
 LX0561
 LX0561                          STATION DESCRIPTION
 LX0561
 LX0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0561'IN HARTFORD.
 LX0561'IN HARTFORD, ON ALBANY AVENUE, 230 FEET EAST OF NORTHEAST CORNER
 LX0561'OF HOMESTEAD AVE. AND ALBANY AVE. 100 FEET EAST OF LASALLE GRILLE
 LX0561'(1-STORY BRICK DINER) 150 FEET EAST OF TYDOL GAS STATION, 30
 LX0561'FEET SOUTH OF CENTER LINE OF ALBANY AVE., 4 FEET SOUTH OF SOUTH
 LX0561'EDGE OF SOUTH SIDEWALK, 1 FOOT ABOVE GRADE OF PAVEMENT, A CONCRETE
 LX0561'POST WITH 2 IN PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0562 ***********************************************************************
 LX0562  DESIGNATION -  E 18 RESET
 LX0562  PID         -  LX0562
 LX0562  STATE/COUNTY-  CT/HARTFORD
 LX0562  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0562
 LX0562                         *CURRENT SURVEY CONTROL
 LX0562  ___________________________________________________________________
 LX0562* NAD 83(1986)-  41 47 03.     (N)    072 42 07.     (W)     SCALED    
 LX0562* NAVD 88     -        20.02   (meters)      65.7    (feet)  RESET     
 LX0562  ___________________________________________________________________
 LX0562  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0562
 LX0562  VERT ORDER  -  THIRD
 LX0562
 LX0562.The horizontal coordinates were scaled from a topographic map and have
 LX0562.an estimated accuracy of +/- 6 seconds.
 LX0562
 LX0562.The orthometric height was computed from unverified reset data.
 LX0562.No vertical observational check was made to the station.
 LX0562
 LX0562.The geoid height was determined by GEOID03.
 LX0562
 LX0562;                    North         East    Units  Estimated Accuracy
 LX0562;SPC CT       -   258,000.      308,800.      MT  (+/- 180 meters Scaled)
 LX0562
 LX0562                          SUPERSEDED SURVEY CONTROL
 LX0562
 LX0562.No superseded survey control is available for this station.
 LX0562
 LX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM909283(NAD 83)
 LX0562_MARKER: DD = SURVEY DISK
 LX0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0562_STAMPING: E 18 1935 RESET 1951
 LX0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0562+STABILITY: SURFACE MOTION
 LX0562
 LX0562  HISTORY     - Date     Condition        Report By
 LX0562  HISTORY     - 1951     MONUMENTED       USGS
 LX0562  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX0562
 LX0562                          STATION DESCRIPTION
 LX0562
 LX0562'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 LX0562'AT HARTFORD.
 LX0562'AT HARTFORD, HARTFORD COUNTY, ON ALBANY AVENUE, ABOUT 230 FEET
 LX0562'EAST OF THE SOUTHEAST CORNER OF THE INTERSECTION OF HOMESTEAD
 LX0562'AVENUE, 150 FEET EAST OF A TYDOL SERVICE STATION, 100 FEET
 LX0562'EAST OF A ONE-STORY BRICK DINER KNOWN AS LA SALLE GRILLE, 30
 LX0562'FEET SOUTH OF THE CENTERLINE OF ALBANY AVENUE, 4 FEET SOUTH OF
 LX0562'THE SOUTH EDGE OF THE PAVEMENT, AND ABOUT 3 INCHES HIGHER THAN
 LX0562'THE PAVEMENT.  A STANDARD DISK, STAMPED E 18 1935 RESET 1951
 LX0562'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LX0562
 LX0562                          STATION RECOVERY (1978)
 LX0562
 LX0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0562'PAVED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0720 ***********************************************************************
 LX0720  DESIGNATION -  E 19
 LX0720  PID         -  LX0720
 LX0720  STATE/COUNTY-  CT/LITCHFIELD
 LX0720  USGS QUAD   -  NORFOLK (1969)
 LX0720
 LX0720                         *CURRENT SURVEY CONTROL
 LX0720  ___________________________________________________________________
 LX0720* NAD 83(1986)-  41 58 01.     (N)    073 11 57.     (W)     SCALED    
 LX0720* NAVD 88     -       406.331  (meters)    1333.10   (feet)  ADJUSTED  
 LX0720  ___________________________________________________________________
 LX0720  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX0720  DYNAMIC HT  -         406.188 (meters)    1332.64  (feet)  COMP
 LX0720  MODELED GRAV-     980,256.8   (mgal)                       NAVD 88
 LX0720
 LX0720  VERT ORDER  -  SECOND    CLASS 0
 LX0720
 LX0720.The horizontal coordinates were scaled from a topographic map and have
 LX0720.an estimated accuracy of +/- 6 seconds.
 LX0720
 LX0720.The orthometric height was determined by differential leveling
 LX0720.and adjusted by the National Geodetic Survey in June 1991..
 LX0720
 LX0720.The geoid height was determined by GEOID03.
 LX0720
 LX0720.The dynamic height is computed by dividing the NAVD 88
 LX0720.geopotential number by the normal gravity value computed on the
 LX0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0720.degrees latitude (g = 980.6199 gals.).
 LX0720
 LX0720.The modeled gravity was interpolated from observed gravity values.
 LX0720
 LX0720;                    North         East    Units  Estimated Accuracy
 LX0720;SPC CT       -   278,400.      267,570.      MT  (+/- 180 meters Scaled)
 LX0720
 LX0720                          SUPERSEDED SURVEY CONTROL
 LX0720
 LX0720  NGVD 29 (??/??/92)  406.509  (m)         1333.69   (f) ADJ UNCH    2 0
 LX0720
 LX0720.Superseded values are not recommended for survey control.
 LX0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0720.See file dsdata.txt to determine how the superseded data were derived.
 LX0720
 LX0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM492476(NAD 83)
 LX0720_MARKER: DB = BENCH MARK DISK
 LX0720_SETTING: 66 = SET IN ROCK OUTCROP
 LX0720_SP_SET: ROCK LEDGE
 LX0720_STAMPING: E 19 1935
 LX0720_MARK LOGO: CGS   
 LX0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0720+STABILITY: POSITION/ELEVATION WELL
 LX0720
 LX0720  HISTORY     - Date     Condition        Report By
 LX0720  HISTORY     - 1935     MONUMENTED       CGS
 LX0720  HISTORY     - 1936     GOOD             NGS
 LX0720  HISTORY     - 1942     GOOD             CTDT
 LX0720  HISTORY     - 1972     GOOD             CTGS
 LX0720  HISTORY     - 1984     GOOD             NGS
 LX0720
 LX0720                          STATION DESCRIPTION
 LX0720
 LX0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LX0720'1.8 MI SE FROM NORFOLK.
 LX0720'1.8 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED
 LX0720'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT
 LX0720'NORFOLK, LITCHFIELD COUNTY, AT THE SUMMIT OF A GRADE, ABOUT 130
 LX0720'FEET EAST OF THE CROSSING OF STATE HIGHWAY 49, AT AN ABANDONED
 LX0720'HIGHWAY OVERPASS, IN THE TOP OF A ROCK LEDGE, AND ABOUT 2 FEET
 LX0720'HIGHER THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED E 19
 LX0720'1935.  NOTE-- THE RAILS AND MILEPOSTS HAVE BEEN REMOVED.
 LX0720
 LX0720                          STATION RECOVERY (1942)
 LX0720
 LX0720'RECOVERY NOTE BY CT DEPT OF TRANSP 1942
 LX0720'RECOVERED IN GOOD CONDITION.
 LX0720
 LX0720                          STATION RECOVERY (1972)
 LX0720
 LX0720'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0720'RECOVERED IN GOOD CONDITION.
 LX0720
 LX0720                          STATION RECOVERY (1984)
 LX0720
 LX0720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0720'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.6 KM (1.6 MI)
 LX0720'SOUTH ALONG STATE HIGHWAY 272 FROM THE JUNCTION OF U.S. HIGHWAY 44 IN
 LX0720'NORFOLK TO THE MARK ON THE RIGHT, NEAR THE BASE OF AN ABANDONED
 LX0720'HIGHWAY OVERPASS OVER AN ABANDONED RAILROAD, IN BEDROCK, 35.96 METERS
 LX0720'(118.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.31 METERS
 LX0720'(24.0 FT) NORTHWEST OF A 30-CM (12-INCH) BLAZED PINE TREE, 7.01 METERS
 LX0720'(23.0 FT) SOUTH OF THE CENTER OF THE EAST ABUTMENT OF THE ABANDONED
 LX0720'BRIDGE.  NOTE--NOT LEVELED TO IN 1984.
 LX0720'THE MARK IS 0.76 M ABOVE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1126 ***********************************************************************
 LW1126  DESIGNATION -  E 20
 LW1126  PID         -  LW1126
 LW1126  STATE/COUNTY-  CT/WINDHAM
 LW1126  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1126
 LW1126                         *CURRENT SURVEY CONTROL
 LW1126  ___________________________________________________________________
 LW1126* NAD 83(1986)-  41 50 29.     (N)    071 50 49.     (W)     SCALED    
 LW1126* NAVD 88     -       132.543  (meters)     434.85   (feet)  ADJUSTED  
 LW1126  ___________________________________________________________________
 LW1126  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW1126  DYNAMIC HT  -         132.497 (meters)     434.70  (feet)  COMP
 LW1126  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LW1126
 LW1126  VERT ORDER  -  SECOND    CLASS 0
 LW1126
 LW1126.The horizontal coordinates were scaled from a topographic map and have
 LW1126.an estimated accuracy of +/- 6 seconds.
 LW1126
 LW1126.The orthometric height was determined by differential leveling
 LW1126.and adjusted by the National Geodetic Survey in June 1991..
 LW1126
 LW1126.The geoid height was determined by GEOID03.
 LW1126
 LW1126.The dynamic height is computed by dividing the NAVD 88
 LW1126.geopotential number by the normal gravity value computed on the
 LW1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1126.degrees latitude (g = 980.6199 gals.).
 LW1126
 LW1126.The modeled gravity was interpolated from observed gravity values.
 LW1126
 LW1126;                    North         East    Units  Estimated Accuracy
 LW1126;SPC CT       -   264,750.      379,800.      MT  (+/- 180 meters Scaled)
 LW1126
 LW1126                          SUPERSEDED SURVEY CONTROL
 LW1126
 LW1126  NGVD 29 (??/??/92)  132.78   (m)          435.6    (f) COMPUTED    2 0
 LW1126
 LW1126.Superseded values are not recommended for survey control.
 LW1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1126.See file dsdata.txt to determine how the superseded data were derived.
 LW1126
 LW1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG636360(NAD 83)
 LW1126_MARKER: DB = BENCH MARK DISK
 LW1126_SETTING: 66 = SET IN ROCK OUTCROP
 LW1126_SP_SET: BEDROCK
 LW1126_STAMPING: E 20 1958
 LW1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1126+STABILITY: POSITION/ELEVATION WELL
 LW1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1126+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW1126
 LW1126  HISTORY     - Date     Condition        Report By
 LW1126  HISTORY     - 1958     MONUMENTED       CGS
 LW1126  HISTORY     - 20051105 GOOD             GEOCAC
 LW1126
 LW1126                          STATION DESCRIPTION
 LW1126
 LW1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1126'2.2 MI E FROM DAYVILLE.
 LW1126'2.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 LW1126'DAYVILLE, SET IN THE TOP OF A 4-FOOT BY 4-FOOT EXPOSED PORTION
 LW1126'OF BEDROCK FLUSH WITH THE GROUND, 52 FEET NORTH OF THE CENTER
 LW1126'LINE OF THE HIGHWAY, 64 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 LW1126'OF AN IMITATION-BRICK CHICKEN HOUSE, 46 FEET NORTHEAST OF THE
 LW1126'EAST END OF A CONCRETE CULVERT, 30 FEET NORTH OF POWER POLE 2203,
 LW1126'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW1126
 LW1126                          STATION RECOVERY (2005)
 LW1126
 LW1126'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0821 ***********************************************************************
 LX0821  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0821  DESIGNATION -  E 2=155
 LX0821  PID         -  LX0821
 LX0821  STATE/COUNTY-  CT/FAIRFIELD
 LX0821  USGS QUAD   -  WESTPORT (1975)
 LX0821
 LX0821                         *CURRENT SURVEY CONTROL
 LX0821  ___________________________________________________________________
 LX0821* NAD 83(1986)-  41 08 01.     (N)    073 17 17.     (W)     SCALED    
 LX0821* NAVD 88     -         5.153  (meters)      16.91   (feet)  ADJUSTED  
 LX0821  ___________________________________________________________________
 LX0821  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX0821  DYNAMIC HT  -           5.152 (meters)      16.90  (feet)  COMP
 LX0821  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 LX0821
 LX0821  VERT ORDER  -  FIRST     CLASS I
 LX0821
 LX0821.The horizontal coordinates were scaled from a topographic map and have
 LX0821.an estimated accuracy of +/- 6 seconds.
 LX0821
 LX0821.The orthometric height was determined by differential leveling
 LX0821.and adjusted by the National Geodetic Survey in June 1991..
 LX0821
 LX0821.This Tidal Bench Mark is designated as VM 17315
 LX0821.by the Center for Operational Oceanographic Products and Services.
 LX0821
 LX0821.The geoid height was determined by GEOID03.
 LX0821
 LX0821.The dynamic height is computed by dividing the NAVD 88
 LX0821.geopotential number by the normal gravity value computed on the
 LX0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0821.degrees latitude (g = 980.6199 gals.).
 LX0821
 LX0821.The modeled gravity was interpolated from observed gravity values.
 LX0821
 LX0821;                    North         East    Units  Estimated Accuracy
 LX0821;SPC CT       -   185,890.      259,620.      MT  (+/- 180 meters Scaled)
 LX0821
 LX0821                          SUPERSEDED SURVEY CONTROL
 LX0821
 LX0821  NGVD 29 (??/??/92)    5.48   (m)           18.0    (f) COMPUTED    1 1
 LX0821
 LX0821.Superseded values are not recommended for survey control.
 LX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0821.See file dsdata.txt to determine how the superseded data were derived.
 LX0821
 LX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL436550(NAD 83)
 LX0821_MARKER: Z = SEE DESCRIPTION
 LX0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0821_SP_SET: STONE
 LX0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0821+STABILITY: SURFACE MOTION
 LX0821
 LX0821  HISTORY     - Date     Condition        Report By
 LX0821  HISTORY     - UNK      MONUMENTED       DOD
 LX0821  HISTORY     - 1965     GOOD             NGS
 LX0821  HISTORY     - 1988     GOOD             USPSQD
 LX0821
 LX0821                          STATION DESCRIPTION
 LX0821
 LX0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0821'AT SOUTHPORT.
 LX0821'AT SOUTHPORT, ABOUT 0.2 MILE SOUTHWEST ALONG PEQUOT AVENUE FROM
 LX0821'THE POST OFFICE, THENCE 0.1 MILE NORTH ALONG CENTER STREET,
 LX0821'ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ABOUT 6
 LX0821'RAILS WEST AND ACROSS THE TRACKS FROM THE CENTER STREET
 LX0821'STATION, 75 FEET NORTHEAST OF AND ACROSS CENTER STREET FROM BENCH
 LX0821'MARK K 33 DESCRIBED, A ROUND KNOB CUT IN TOP OF THE SOUTHWEST
 LX0821'CORNER OF THE 5TH STEP FROM THE BOTTOM AND AT THE SOUTH END OF
 LX0821'THE EAST ABUTMENT OF THE RAILROAD OVERPASS OVER CENTER STREET,
 LX0821'15.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH ONE OF 4 TRACKS,
 LX0821'ABOUT 7 FEET ABOVE THE LEVEL OF THE STREET AND ABOUT 6 FEET
 LX0821'BELOW THE LEVEL OF THE TRACK.
 LX0821
 LX0821                          STATION RECOVERY (1988)
 LX0821
 LX0821'RECOVERY NOTE BY US POWER SQUADRON 1988 (BS)
 LX0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0897 ***********************************************************************
 LX0897  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0897  DESIGNATION -  E 3
 LX0897  PID         -  LX0897
 LX0897  STATE/COUNTY-  CT/NEW HAVEN
 LX0897  USGS QUAD   -  MILFORD (1984)
 LX0897
 LX0897                         *CURRENT SURVEY CONTROL
 LX0897  ___________________________________________________________________
 LX0897* NAD 83(1986)-  41 13 33.     (N)    073 03 30.     (W)     SCALED    
 LX0897* NAVD 88     -         8.397  (meters)      27.55   (feet)  ADJUSTED  
 LX0897  ___________________________________________________________________
 LX0897  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0897  DYNAMIC HT  -           8.394 (meters)      27.54  (feet)  COMP
 LX0897  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 LX0897
 LX0897  VERT ORDER  -  FIRST     CLASS I
 LX0897
 LX0897.The horizontal coordinates were scaled from a topographic map and have
 LX0897.an estimated accuracy of +/- 6 seconds.
 LX0897
 LX0897.The orthometric height was determined by differential leveling
 LX0897.and adjusted by the National Geodetic Survey in June 1991..
 LX0897
 LX0897.This Tidal Bench Mark is designated as VM 2287
 LX0897.by the Center for Operational Oceanographic Products and Services.
 LX0897
 LX0897.The geoid height was determined by GEOID03.
 LX0897
 LX0897.The dynamic height is computed by dividing the NAVD 88
 LX0897.geopotential number by the normal gravity value computed on the
 LX0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0897.degrees latitude (g = 980.6199 gals.).
 LX0897
 LX0897.The modeled gravity was interpolated from observed gravity values.
 LX0897
 LX0897;                    North         East    Units  Estimated Accuracy
 LX0897;SPC CT       -   196,040.      278,950.      MT  (+/- 180 meters Scaled)
 LX0897
 LX0897                          SUPERSEDED SURVEY CONTROL
 LX0897
 LX0897  NGVD 29 (??/??/92)    8.73   (m)           28.6    (f) COMPUTED    1 1
 LX0897
 LX0897.Superseded values are not recommended for survey control.
 LX0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0897.See file dsdata.txt to determine how the superseded data were derived.
 LX0897
 LX0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL627656(NAD 83)
 LX0897_MARKER: DB = BENCH MARK DISK
 LX0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0897_SP_SET: STONE
 LX0897_STAMPING: ELEV 28.632 FT E 3 1922
 LX0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0897+STABILITY: SURFACE MOTION
 LX0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0897+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 LX0897
 LX0897  HISTORY     - Date     Condition        Report By
 LX0897  HISTORY     - 1922     MONUMENTED       CGS
 LX0897  HISTORY     - 1965     GOOD             NGS
 LX0897  HISTORY     - 1988     GOOD             USPSQD
 LX0897  HISTORY     - 20040328 GOOD             USPSQD
 LX0897  HISTORY     - 20060328 GOOD             USPSQD
 LX0897
 LX0897                          STATION DESCRIPTION
 LX0897
 LX0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0897'AT MILFORD.
 LX0897'AT MILFORD, AT THE Y JUNCTION FORMED BY WEST RIVER STREET AND
 LX0897'RIVER STREET, SET VERTICALLY IN THE EAST FACE OF THE CORNER
 LX0897'STONE NEAR THE SOUTHEAST CORNER OF THE MILFORD CITY HALL, 1 FOOT
 LX0897'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 1 FOOT ABOVE THE
 LX0897'CONCRETE PORCH AND 5 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0897
 LX0897                          STATION RECOVERY (1988)
 LX0897
 LX0897'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0897'RECOVERED IN GOOD CONDITION.
 LX0897
 LX0897                          STATION RECOVERY (2004)
 LX0897
 LX0897'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX0897'RECOVERED IN GOOD CONDITION.
 LX0897
 LX0897                          STATION RECOVERY (2006)
 LX0897
 LX0897'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDM)
 LX0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0868 ***********************************************************************
 LX0868  DESIGNATION -  E 31
 LX0868  PID         -  LX0868
 LX0868  STATE/COUNTY-  CT/FAIRFIELD
 LX0868  USGS QUAD   -  BRIDGEPORT (1984)
 LX0868
 LX0868                         *CURRENT SURVEY CONTROL
 LX0868  ___________________________________________________________________
 LX0868* NAD 83(1986)-  41 09 48.     (N)    073 07 43.     (W)     SCALED    
 LX0868* NAVD 88     -         3.167  (meters)      10.39   (feet)  ADJUSTED  
 LX0868  ___________________________________________________________________
 LX0868  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0868  DYNAMIC HT  -           3.166 (meters)      10.39  (feet)  COMP
 LX0868  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 LX0868
 LX0868  VERT ORDER  -  FIRST     CLASS I
 LX0868
 LX0868.This mark is at Igor I Sikorsky Mem Airport (BDR)
 LX0868
 LX0868.The horizontal coordinates were scaled from a topographic map and have
 LX0868.an estimated accuracy of +/- 6 seconds.
 LX0868
 LX0868.The orthometric height was determined by differential leveling
 LX0868.and adjusted by the National Geodetic Survey in June 1991..
 LX0868
 LX0868.The geoid height was determined by GEOID03.
 LX0868
 LX0868.The dynamic height is computed by dividing the NAVD 88
 LX0868.geopotential number by the normal gravity value computed on the
 LX0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0868.degrees latitude (g = 980.6199 gals.).
 LX0868
 LX0868.The modeled gravity was interpolated from observed gravity values.
 LX0868
 LX0868;                    North         East    Units  Estimated Accuracy
 LX0868;SPC CT       -   189,120.      273,030.      MT  (+/- 180 meters Scaled)
 LX0868
 LX0868                          SUPERSEDED SURVEY CONTROL
 LX0868
 LX0868  NGVD 29 (??/??/92)    3.495  (m)           11.47   (f) ADJ UNCH    1 1
 LX0868
 LX0868.Superseded values are not recommended for survey control.
 LX0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0868.See file dsdata.txt to determine how the superseded data were derived.
 LX0868
 LX0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL570585(NAD 83)
 LX0868_MARKER: DB = BENCH MARK DISK
 LX0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0868_SP_SET: FLAGPOLE CONCRETE BASE
 LX0868_STAMPING: E 31 1963
 LX0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0868
 LX0868  HISTORY     - Date     Condition        Report By
 LX0868  HISTORY     - 1963     MONUMENTED       CGS
 LX0868  HISTORY     - 1965     GOOD             NGS
 LX0868  HISTORY     - 1971     GOOD             NGS
 LX0868  HISTORY     - 1982     GOOD             NGS
 LX0868  HISTORY     - 1985     GOOD             USPSQD
 LX0868
 LX0868                          STATION DESCRIPTION
 LX0868
 LX0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0868'AT BRIDGEPORT AIRPORT.
 LX0868'AT THE BRIDGEPORT MUNICIPAL AIRPORT, SET ON THE TOP AND NEAR
 LX0868'THE WEST CORNER OF THE CONCRETE BASE SUPPORTING THE LARGE FLAG
 LX0868'POLE (CONCRETE BASE IS 8 FEET DEEP) 9.1 FEET NORTHWEST OF THE
 LX0868'WEST CORNER OF THE ADMINISTRATION BUILDING AND FLUSH WITH THE
 LX0868'GROUND.
 LX0868
 LX0868                          STATION RECOVERY (1971)
 LX0868
 LX0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LX0868'RECOVERED IN GOOD CONDITION.
 LX0868
 LX0868                          STATION RECOVERY (1982)
 LX0868
 LX0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0868'RECOVERED IN GOOD CONDITION.
 LX0868
 LX0868                          STATION RECOVERY (1985)
 LX0868
 LX0868'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0868'EXCEPT THAT AIRPORT IS NOW CALLED 'IGOR SIKORSKY MEMORIAL AIRPORT'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1187 ***********************************************************************
 LX1187  DESIGNATION -  E 32
 LX1187  PID         -  LX1187
 LX1187  STATE/COUNTY-  CT/FAIRFIELD
 LX1187  USGS QUAD   -  STAMFORD (1984)
 LX1187
 LX1187                         *CURRENT SURVEY CONTROL
 LX1187  ___________________________________________________________________
 LX1187* NAD 83(1986)-  41 03 14.     (N)    073 32 00.     (W)     SCALED    
 LX1187* NAVD 88     -         3.952  (meters)      12.97   (feet)  ADJUSTED  
 LX1187  ___________________________________________________________________
 LX1187  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX1187  DYNAMIC HT  -           3.951 (meters)      12.96  (feet)  COMP
 LX1187  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX1187
 LX1187  VERT ORDER  -  FIRST     CLASS I
 LX1187
 LX1187.The horizontal coordinates were scaled from a topographic map and have
 LX1187.an estimated accuracy of +/- 6 seconds.
 LX1187
 LX1187.The orthometric height was determined by differential leveling
 LX1187.and adjusted by the National Geodetic Survey in June 1991..
 LX1187
 LX1187.The geoid height was determined by GEOID03.
 LX1187
 LX1187.The dynamic height is computed by dividing the NAVD 88
 LX1187.geopotential number by the normal gravity value computed on the
 LX1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1187.degrees latitude (g = 980.6199 gals.).
 LX1187
 LX1187.The modeled gravity was interpolated from observed gravity values.
 LX1187
 LX1187;                    North         East    Units  Estimated Accuracy
 LX1187;SPC CT       -   177,190.      238,950.      MT  (+/- 180 meters Scaled)
 LX1187
 LX1187                          SUPERSEDED SURVEY CONTROL
 LX1187
 LX1187  NGVD 29 (??/??/92)    4.288  (m)           14.07   (f) ADJ UNCH    1 1
 LX1187
 LX1187.Superseded values are not recommended for survey control.
 LX1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1187.See file dsdata.txt to determine how the superseded data were derived.
 LX1187
 LX1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL232457(NAD 83)
 LX1187_MARKER: DB = BENCH MARK DISK
 LX1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1187_SP_SET: FOUNDATION
 LX1187_STAMPING: E 32 1965
 LX1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1187
 LX1187  HISTORY     - Date     Condition        Report By
 LX1187  HISTORY     - 1965     MONUMENTED       CGS
 LX1187  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX1187  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX1187
 LX1187                          STATION DESCRIPTION
 LX1187
 LX1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1187'AT STAMFORD.
 LX1187'AT STAMFORD, ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE
 LX1187'INTERSECTION OF ATLANTIC STREET AT STAMFORD, NEAR THE INTERSECTION
 LX1187'OF THE HIGHWAY AND GROVE STREET, SET VERTICALLY IN THE NORTH
 LX1187'STONE FOUNDATION OF THE CENTRAL FIRE STATION, 19 FEET SOUTH OF
 LX1187'THE SOUTH CURB OF THE HIGHWAY, 1.0 FOOT EAST OF THE NORTHWEST
 LX1187'CORNER OF THE BUILDING AND 1.4 FEET ABOVE THE LEVEL OF THE
 LX1187'SIDEWALK.
 LX1187
 LX1187                          STATION RECOVERY (1983)
 LX1187
 LX1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1187'MARK NOT FOUND.
 LX1187
 LX1187                          STATION RECOVERY (1987)
 LX1187
 LX1187'RECOVERY NOTE BY US POWER SQUADRON 1987 (EB)
 LX1187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0813 ***********************************************************************
 LX0813  DESIGNATION -  E 33
 LX0813  PID         -  LX0813
 LX0813  STATE/COUNTY-  CT/FAIRFIELD
 LX0813  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0813
 LX0813                         *CURRENT SURVEY CONTROL
 LX0813  ___________________________________________________________________
 LX0813* NAD 83(1986)-  41 07 20.     (N)    073 19 54.     (W)     SCALED    
 LX0813* NAVD 88     -        10.324  (meters)      33.87   (feet)  ADJUSTED  
 LX0813  ___________________________________________________________________
 LX0813  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0813  DYNAMIC HT  -          10.321 (meters)      33.86  (feet)  COMP
 LX0813  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX0813
 LX0813  VERT ORDER  -  FIRST     CLASS I
 LX0813
 LX0813.The horizontal coordinates were scaled from a topographic map and have
 LX0813.an estimated accuracy of +/- 6 seconds.
 LX0813
 LX0813.The orthometric height was determined by differential leveling
 LX0813.and adjusted by the National Geodetic Survey in June 1991..
 LX0813
 LX0813.The geoid height was determined by GEOID03.
 LX0813
 LX0813.The dynamic height is computed by dividing the NAVD 88
 LX0813.geopotential number by the normal gravity value computed on the
 LX0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0813.degrees latitude (g = 980.6199 gals.).
 LX0813
 LX0813.The modeled gravity was interpolated from observed gravity values.
 LX0813
 LX0813;                    North         East    Units  Estimated Accuracy
 LX0813;SPC CT       -   184,650.      255,950.      MT  (+/- 180 meters Scaled)
 LX0813
 LX0813                          SUPERSEDED SURVEY CONTROL
 LX0813
 LX0813  NGVD 29 (??/??/92)   10.659  (m)           34.97   (f) ADJ UNCH    1 1
 LX0813
 LX0813.Superseded values are not recommended for survey control.
 LX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0813.See file dsdata.txt to determine how the superseded data were derived.
 LX0813
 LX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL400536(NAD 83)
 LX0813_MARKER: DB = BENCH MARK DISK
 LX0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0813_SP_SET: ABUTMENT
 LX0813_STAMPING: E 33 1965
 LX0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0813
 LX0813  HISTORY     - Date     Condition        Report By
 LX0813  HISTORY     - 1965     MONUMENTED       CGS
 LX0813  HISTORY     - 1983     GOOD             NGS
 LX0813  HISTORY     - 1984     GOOD             USPSQD
 LX0813  HISTORY     - 1989     GOOD             USPSQD
 LX0813  HISTORY     - 1989     GOOD             USPSQD
 LX0813  HISTORY     - 20040310 GOOD             INDIV
 LX0813
 LX0813                          STATION DESCRIPTION
 LX0813
 LX0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0813'2.4 MI E FROM SAUGATUCK.
 LX0813'2.1 MILES EAST ALONG STATE HIGHWAY 136 FROM THE EAST END OF THE
 LX0813'BRIDGE OVER THE SAUGATUCK RIVER, THENCE 0.3 MILE SOUTH ALONG
 LX0813'SHERWOOD ISLAND ROAD, SET ON THE TOP OF THE WEST END OF THE
 LX0813'NORTH CONCRETE ABUTMENT OF THE OVERPASS OVER THE CONNECTICUT
 LX0813'TURNPIKE, 10 1/2 FEET WEST OF THE WEST CURB OF THE BRIDGE, 1.2
 LX0813'FEET WEST OF THE WEST FACE OF THE WEST GUARD RAIL BASE AND ABOUT
 LX0813'LEVEL WITH THE ROAD.
 LX0813
 LX0813                          STATION RECOVERY (1983)
 LX0813
 LX0813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0813'RECOVERED IN GOOD CONDITION.
 LX0813
 LX0813                          STATION RECOVERY (1984)
 LX0813
 LX0813'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0813'RECOVERED IN GOOD CONDITION.
 LX0813
 LX0813                          STATION RECOVERY (1989)
 LX0813
 LX0813'RECOVERY NOTE BY US POWER SQUADRON 1989 (HOP)
 LX0813'RECOVERED IN GOOD CONDITION.
 LX0813
 LX0813                          STATION RECOVERY (1989)
 LX0813
 LX0813'RECOVERY NOTE BY US POWER SQUADRON 1989 (HP)
 LX0813'RECOVERED IN GOOD CONDITION.
 LX0813
 LX0813                          STATION RECOVERY (2004)
 LX0813
 LX0813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLL)
 LX0813'RECOVERED AS DESCRIBED BY TOWN OF WESTPORT, SURVEY DIV.,GPS- CLOSE
 LX0813'FENCE APPEARS TO AFFECT BY MULTIPATH ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0906 ***********************************************************************
 LX0906  DESIGNATION -  E 34
 LX0906  PID         -  LX0906
 LX0906  STATE/COUNTY-  CT/NEW HAVEN
 LX0906  USGS QUAD   -  MILFORD (1984)
 LX0906
 LX0906                         *CURRENT SURVEY CONTROL
 LX0906  ___________________________________________________________________
 LX0906* NAD 83(1986)-  41 13 25.     (N)    073 02 59.     (W)     SCALED    
 LX0906* NAVD 88     -         7.046  (meters)      23.12   (feet)  ADJUSTED  
 LX0906  ___________________________________________________________________
 LX0906  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0906  DYNAMIC HT  -           7.043 (meters)      23.11  (feet)  COMP
 LX0906  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 LX0906
 LX0906  VERT ORDER  -  FIRST     CLASS I
 LX0906
 LX0906.The horizontal coordinates were scaled from a topographic map and have
 LX0906.an estimated accuracy of +/- 6 seconds.
 LX0906
 LX0906.The orthometric height was determined by differential leveling
 LX0906.and adjusted by the National Geodetic Survey in June 1991..
 LX0906
 LX0906.The geoid height was determined by GEOID03.
 LX0906
 LX0906.The dynamic height is computed by dividing the NAVD 88
 LX0906.geopotential number by the normal gravity value computed on the
 LX0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0906.degrees latitude (g = 980.6199 gals.).
 LX0906
 LX0906.The modeled gravity was interpolated from observed gravity values.
 LX0906
 LX0906;                    North         East    Units  Estimated Accuracy
 LX0906;SPC CT       -   195,790.      279,670.      MT  (+/- 180 meters Scaled)
 LX0906
 LX0906                          SUPERSEDED SURVEY CONTROL
 LX0906
 LX0906  NGVD 29 (??/??/92)    7.375  (m)           24.20   (f) ADJ UNCH    1 1
 LX0906
 LX0906.Superseded values are not recommended for survey control.
 LX0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0906.See file dsdata.txt to determine how the superseded data were derived.
 LX0906
 LX0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL634654(NAD 83)
 LX0906_MARKER: DB = BENCH MARK DISK
 LX0906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0906_SP_SET: ABUTMENT
 LX0906_STAMPING: E 34 1935
 LX0906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0906+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 LX0906
 LX0906  HISTORY     - Date     Condition        Report By
 LX0906  HISTORY     - 1965     MONUMENTED       CGS
 LX0906  HISTORY     - 1985     GOOD             USPSQD
 LX0906  HISTORY     - 1988     GOOD             USPSQD
 LX0906  HISTORY     - 20040328 GOOD             USPSQD
 LX0906  HISTORY     - 20060328 GOOD             USPSQD
 LX0906
 LX0906                          STATION DESCRIPTION
 LX0906
 LX0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0906'AT MILFORD.
 LX0906'AT MILFORD, ABOUT 120 YARDS NORTH OF THE INTERSECTION OF NEW
 LX0906'HAVEN AVENUE AND GULF STREET, SET VERTICALLY IN THE SOUTH
 LX0906'FACE OF THE CONCRETE PORTION OF THE EAST ABUTMENT TO THE NY,
 LX0906'NH AND H RAILROAD OVERPASS OVER GULF STREET, 17 FEET EAST OF THE
 LX0906'CENTER LINE OF GULF STREET, 1.2 FEET EAST OF THE SOUTHWEST CORNER
 LX0906'OF THE ABUTMENT AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0906
 LX0906                          STATION RECOVERY (1985)
 LX0906
 LX0906'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0906'RECOVERED IN GOOD CONDITION.
 LX0906
 LX0906                          STATION RECOVERY (1988)
 LX0906
 LX0906'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0906'RECOVERED IN GOOD CONDITION.
 LX0906
 LX0906                          STATION RECOVERY (2004)
 LX0906
 LX0906'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX0906'RECOVERED IN GOOD CONDITION.
 LX0906
 LX0906                          STATION RECOVERY (2006)
 LX0906
 LX0906'RECOVERY NOTE BY US POWER SQUADRON 2006 (WDM)
 LX0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0409 ***********************************************************************
 LX0409  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0409  DESIGNATION -  E 35
 LX0409  PID         -  LX0409
 LX0409  STATE/COUNTY-  CT/NEW HAVEN
 LX0409  USGS QUAD   -  BRANFORD (1984)
 LX0409
 LX0409                         *CURRENT SURVEY CONTROL
 LX0409  ___________________________________________________________________
 LX0409* NAD 83(1986)-  41 16 32.     (N)    072 49 46.     (W)     SCALED    
 LX0409* NAVD 88     -         5.104  (meters)      16.75   (feet)  ADJUSTED  
 LX0409  ___________________________________________________________________
 LX0409  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX0409  DYNAMIC HT  -           5.102 (meters)      16.74  (feet)  COMP
 LX0409  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LX0409
 LX0409  VERT ORDER  -  FIRST     CLASS I
 LX0409
 LX0409.The horizontal coordinates were scaled from a topographic map and have
 LX0409.an estimated accuracy of +/- 6 seconds.
 LX0409
 LX0409.The orthometric height was determined by differential leveling
 LX0409.and adjusted by the National Geodetic Survey in June 1991..
 LX0409
 LX0409.This Tidal Bench Mark is designated as VM 4825
 LX0409.by the Center for Operational Oceanographic Products and Services.
 LX0409
 LX0409.The geoid height was determined by GEOID03.
 LX0409
 LX0409.The dynamic height is computed by dividing the NAVD 88
 LX0409.geopotential number by the normal gravity value computed on the
 LX0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0409.degrees latitude (g = 980.6199 gals.).
 LX0409
 LX0409.The modeled gravity was interpolated from observed gravity values.
 LX0409
 LX0409;                    North         East    Units  Estimated Accuracy
 LX0409;SPC CT       -   201,520.      298,140.      MT  (+/- 180 meters Scaled)
 LX0409
 LX0409                          SUPERSEDED SURVEY CONTROL
 LX0409
 LX0409  NGVD 29 (??/??/92)    5.420  (m)           17.78   (f) ADJ UNCH    1 1
 LX0409
 LX0409.Superseded values are not recommended for survey control.
 LX0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0409.See file dsdata.txt to determine how the superseded data were derived.
 LX0409
 LX0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL817716(NAD 83)
 LX0409_MARKER: DB = BENCH MARK DISK
 LX0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0409_SP_SET: CULVERT
 LX0409_STAMPING: E 35 1965
 LX0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0409
 LX0409  HISTORY     - Date     Condition        Report By
 LX0409  HISTORY     - 1965     MONUMENTED       CGS
 LX0409  HISTORY     - 19910316 GOOD             USPSQD
 LX0409
 LX0409                          STATION DESCRIPTION
 LX0409
 LX0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0409'AT BRANFORD.
 LX0409'AT BRANFORD, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE
 LX0409'JUNCTION OF STATE HIGHWAY 146 (MAIN STREET), AT THE NEW YORK,
 LX0409'NEW HAVEN AND HARTFORD RAILROAD OVERPASS OVER THE HIGHWAY, SET
 LX0409'ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF
 LX0409'A 6 FOOT ARCHED CONCRETE CULVERT, 51 FEET NORTHEAST OF THE
 LX0409'NORTHEAST END OF THE NORTHWEST ABUTMENT OF A RAILROAD OVERPASS,
 LX0409'9.5 FEET NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY, 1.1
 LX0409'FEET NORTH OF THE SOUTH END OF THE HEAD WALL AND 1 FOOT ABOVE
 LX0409'THE LEVEL OF THE HIGHWAY.
 LX0409
 LX0409                          STATION RECOVERY (1991)
 LX0409
 LX0409'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0431 ***********************************************************************
 LX0431  DESIGNATION -  E 36
 LX0431  PID         -  LX0431
 LX0431  STATE/COUNTY-  CT/NEW HAVEN
 LX0431  USGS QUAD   -  GUILFORD (1984)
 LX0431
 LX0431                         *CURRENT SURVEY CONTROL
 LX0431  ___________________________________________________________________
 LX0431* NAD 83(1986)-  41 16 13.     (N)    072 41 37.     (W)     SCALED    
 LX0431* NAVD 88     -         6.419  (meters)      21.06   (feet)  ADJUSTED  
 LX0431  ___________________________________________________________________
 LX0431  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX0431  DYNAMIC HT  -           6.417 (meters)      21.05  (feet)  COMP
 LX0431  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 LX0431
 LX0431  VERT ORDER  -  FIRST     CLASS I
 LX0431
 LX0431.The horizontal coordinates were scaled from a topographic map and have
 LX0431.an estimated accuracy of +/- 6 seconds.
 LX0431
 LX0431.The orthometric height was determined by differential leveling
 LX0431.and adjusted by the National Geodetic Survey in June 1991..
 LX0431
 LX0431.The geoid height was determined by GEOID03.
 LX0431
 LX0431.The dynamic height is computed by dividing the NAVD 88
 LX0431.geopotential number by the normal gravity value computed on the
 LX0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0431.degrees latitude (g = 980.6199 gals.).
 LX0431
 LX0431.The modeled gravity was interpolated from observed gravity values.
 LX0431
 LX0431;                    North         East    Units  Estimated Accuracy
 LX0431;SPC CT       -   200,930.      309,530.      MT  (+/- 180 meters Scaled)
 LX0431
 LX0431                          SUPERSEDED SURVEY CONTROL
 LX0431
 LX0431  NGVD 29 (??/??/92)    6.727  (m)           22.07   (f) ADJ UNCH    1 1
 LX0431
 LX0431.Superseded values are not recommended for survey control.
 LX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0431.See file dsdata.txt to determine how the superseded data were derived.
 LX0431
 LX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL931713(NAD 83)
 LX0431_MARKER: DB = BENCH MARK DISK
 LX0431_SETTING: 66 = SET IN ROCK OUTCROP
 LX0431_SP_SET: ROCK LEDGE
 LX0431_STAMPING: E 36 1965
 LX0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0431+STABILITY: POSITION/ELEVATION WELL
 LX0431
 LX0431  HISTORY     - Date     Condition        Report By
 LX0431  HISTORY     - 1965     MONUMENTED       CGS
 LX0431  HISTORY     - 19910316 GOOD             USPSQD
 LX0431
 LX0431                          STATION DESCRIPTION
 LX0431
 LX0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0431'1 MI W FROM GUILFORD.
 LX0431'1.0 MILE WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0431'GUILFORD, ABOUT 0.15 MILE EAST OF THE NH, NY AND H RAILROAD
 LX0431'OVERPASS OVER THE HIGHWAY, ABOUT 50 YARDS WEST OF A 36-INCH
 LX0431'PIPE CULVERT UNDER THE HIGHWAY, SET ON THE TOP AND NEAR THE
 LX0431'EAST END OF A SLOPING ROCK LEDGE WHICH IS ABOUT 25 FEET LONG
 LX0431'AND 15 FEET WIDE, 23 1/2 FEET NORTH OF THE CENTER LINE OF THE
 LX0431'HIGHWAY, 25 FEET EAST OF THE WEST END OF THE ROCK AND 4 FEET
 LX0431'ABOVE THE LEVEL OF THE HIGHWAY.
 LX0431
 LX0431                          STATION RECOVERY (1991)
 LX0431
 LX0431'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0079 ***********************************************************************
 LX0079  DESIGNATION -  E 37
 LX0079  PID         -  LX0079
 LX0079  STATE/COUNTY-  CT/MIDDLESEX
 LX0079  USGS QUAD   -  ESSEX (1977)
 LX0079
 LX0079                         *CURRENT SURVEY CONTROL
 LX0079  ___________________________________________________________________
 LX0079* NAD 83(1986)-  41 17 01.     (N)    072 25 17.     (W)     SCALED    
 LX0079* NAVD 88     -         3.525  (meters)      11.56   (feet)  ADJUSTED  
 LX0079  ___________________________________________________________________
 LX0079  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX0079  DYNAMIC HT  -           3.524 (meters)      11.56  (feet)  COMP
 LX0079  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 LX0079
 LX0079  VERT ORDER  -  FIRST     CLASS I
 LX0079
 LX0079.The horizontal coordinates were scaled from a topographic map and have
 LX0079.an estimated accuracy of +/- 6 seconds.
 LX0079
 LX0079.The orthometric height was determined by differential leveling
 LX0079.and adjusted by the National Geodetic Survey in June 1991..
 LX0079
 LX0079.The geoid height was determined by GEOID03.
 LX0079
 LX0079.The dynamic height is computed by dividing the NAVD 88
 LX0079.geopotential number by the normal gravity value computed on the
 LX0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0079.degrees latitude (g = 980.6199 gals.).
 LX0079
 LX0079.The modeled gravity was interpolated from observed gravity values.
 LX0079
 LX0079;                    North         East    Units  Estimated Accuracy
 LX0079;SPC CT       -   202,460.      332,330.      MT  (+/- 180 meters Scaled)
 LX0079
 LX0079                          SUPERSEDED SURVEY CONTROL
 LX0079
 LX0079  NGVD 29 (??/??/92)    3.840  (m)           12.60   (f) ADJ UNCH    1 1
 LX0079
 LX0079.Superseded values are not recommended for survey control.
 LX0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0079.See file dsdata.txt to determine how the superseded data were derived.
 LX0079
 LX0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL159734(NAD 83)
 LX0079_MARKER: DB = BENCH MARK DISK
 LX0079_SETTING: 66 = SET IN ROCK OUTCROP
 LX0079_SP_SET: ROCK OUTCROP
 LX0079_STAMPING: E 37 1965
 LX0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0079+STABILITY: POSITION/ELEVATION WELL
 LX0079
 LX0079  HISTORY     - Date     Condition        Report By
 LX0079  HISTORY     - 1965     MONUMENTED       CGS
 LX0079  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX0079  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0079  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0079  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0079  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX0079
 LX0079                          STATION DESCRIPTION
 LX0079
 LX0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0079'1.6 MI E FROM WESTBROOK.
 LX0079'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0079'WESTBROOK, ABOUT 0.25 MILE EAST OF THE JUNCTION OF A BLACK TOP
 LX0079'ROAD LEADING SOUTH TO OLD KELSEY POINT, 43 FEET NORTH OF THE
 LX0079'NORTH CORNER OF A SUNOCO SERVICE STATION, SET IN THE TOP OF THE
 LX0079'HIGHEST POINT OF A LARGE OUTCROP WHICH IS 30 FEET LONG AND PARTLY
 LX0079'COVERED WITH DIRT, 31 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 LX0079'THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0079
 LX0079                          STATION RECOVERY (1984)
 LX0079
 LX0079'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0079'MARK NOT FOUND.
 LX0079
 LX0079                          STATION RECOVERY (1984)
 LX0079
 LX0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0079'MARK NOT FOUND.
 LX0079
 LX0079                          STATION RECOVERY (1988)
 LX0079
 LX0079'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0079'MARK NOT FOUND.
 LX0079
 LX0079                          STATION RECOVERY (1989)
 LX0079
 LX0079'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0079'MARK NOT FOUND.
 LX0079
 LX0079                          STATION RECOVERY (1990)
 LX0079
 LX0079'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0741 ***********************************************************************
 LW0741  DESIGNATION -  E 39
 LW0741  PID         -  LW0741
 LW0741  STATE/COUNTY-  CT/NEW LONDON
 LW0741  USGS QUAD   -  ASHAWAY (1984)
 LW0741
 LW0741                         *CURRENT SURVEY CONTROL
 LW0741  ___________________________________________________________________
 LW0741* NAD 83(1986)-  41 22 34.     (N)    071 50 26.     (W)     SCALED    
 LW0741* NAVD 88     -        18.556  (meters)      60.88   (feet)  ADJUSTED  
 LW0741  ___________________________________________________________________
 LW0741  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LW0741  DYNAMIC HT  -          18.550 (meters)      60.86  (feet)  COMP
 LW0741  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 LW0741
 LW0741  VERT ORDER  -  FIRST     CLASS I
 LW0741
 LW0741.The horizontal coordinates were scaled from a topographic map and have
 LW0741.an estimated accuracy of +/- 6 seconds.
 LW0741
 LW0741.The orthometric height was determined by differential leveling
 LW0741.and adjusted by the National Geodetic Survey in June 1991..
 LW0741
 LW0741.The geoid height was determined by GEOID03.
 LW0741
 LW0741.The dynamic height is computed by dividing the NAVD 88
 LW0741.geopotential number by the normal gravity value computed on the
 LW0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0741.degrees latitude (g = 980.6199 gals.).
 LW0741
 LW0741.The modeled gravity was interpolated from observed gravity values.
 LW0741
 LW0741;                    North         East    Units  Estimated Accuracy
 LW0741;SPC CT       -   213,080.      380,880.      MT  (+/- 180 meters Scaled)
 LW0741
 LW0741                          SUPERSEDED SURVEY CONTROL
 LW0741
 LW0741  NGVD 29 (??/??/92)   18.846  (m)           61.83   (f) ADJ UNCH    1 1
 LW0741
 LW0741.Superseded values are not recommended for survey control.
 LW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0741.See file dsdata.txt to determine how the superseded data were derived.
 LW0741
 LW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF624844(NAD 83)
 LW0741_MARKER: DB = BENCH MARK DISK
 LW0741_SETTING: 66 = SET IN ROCK OUTCROP
 LW0741_SP_SET: BEDROCK
 LW0741_STAMPING: E 39 1965
 LW0741_MARK LOGO: CGS   
 LW0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0741+STABILITY: POSITION/ELEVATION WELL
 LW0741
 LW0741  HISTORY     - Date     Condition        Report By
 LW0741  HISTORY     - 1965     MONUMENTED       CGS
 LW0741  HISTORY     - 1984     GOOD             USPSQD
 LW0741  HISTORY     - 1984     GOOD             NGS
 LW0741  HISTORY     - 1988     GOOD             USPSQD
 LW0741  HISTORY     - 1988     GOOD             USPSQD
 LW0741  HISTORY     - 1989     GOOD             USPSQD
 LW0741  HISTORY     - 1990     GOOD             USPSQD
 LW0741
 LW0741                          STATION DESCRIPTION
 LW0741
 LW0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0741'AT PAWCATUCK.
 LW0741'AT PAWCATUCK, ABOUT 0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 LW0741'THE JUNCTION OF STATE HIGHWAY 2, SET ON THE TOP AND NEAR THE
 LW0741'SOUTH END OF A LARGE MASS OF BEDROCK, ABOUT 0.1 MILE EAST OF A
 LW0741'Y JUNCTION AND A LARGE SOLDIER MONUMENT, 22.5 FEET NORTH OF THE
 LW0741'NORTH CURB OF MORGAN STREET, 2.2 FEET NORTH OF THE SOUTH END OF
 LW0741'THE EXPOSED PORTION OF THE BEDROCK AND 2 FEET ABOVE THE LEVEL OF
 LW0741'THE HIGHWAY.
 LW0741
 LW0741                          STATION RECOVERY (1984)
 LW0741
 LW0741'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0741'RECOVERED IN GOOD CONDITION.
 LW0741
 LW0741                          STATION RECOVERY (1984)
 LW0741
 LW0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW0741'RECOVERED IN GOOD CONDITION.
 LW0741
 LW0741                          STATION RECOVERY (1988)
 LW0741
 LW0741'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0741'RECOVERED IN GOOD CONDITION.
 LW0741
 LW0741                          STATION RECOVERY (1988)
 LW0741
 LW0741'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0741'RECOVERED IN GOOD CONDITION.
 LW0741
 LW0741                          STATION RECOVERY (1989)
 LW0741
 LW0741'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW0741'RECOVERED IN GOOD CONDITION.
 LW0741
 LW0741                          STATION RECOVERY (1990)
 LW0741
 LW0741'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1673 ***********************************************************************
 LX1673  DESIGNATION -  E 49
 LX1673  PID         -  LX1673
 LX1673  STATE/COUNTY-  CT/HARTFORD
 LX1673  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1673
 LX1673                         *CURRENT SURVEY CONTROL
 LX1673  ___________________________________________________________________
 LX1673* NAD 83(1986)-  41 54 40.     (N)    072 37 34.     (W)     SCALED    
 LX1673* NAVD 88     -        11.017  (meters)      36.14   (feet)  ADJUSTED  
 LX1673  ___________________________________________________________________
 LX1673  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX1673  DYNAMIC HT  -          11.013 (meters)      36.13  (feet)  COMP
 LX1673  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 LX1673
 LX1673  VERT ORDER  -  FIRST     CLASS II
 LX1673
 LX1673.The horizontal coordinates were scaled from a topographic map and have
 LX1673.an estimated accuracy of +/- 6 seconds.
 LX1673
 LX1673.The orthometric height was determined by differential leveling
 LX1673.and adjusted by the National Geodetic Survey in June 1991..
 LX1673.WARNING-Repeat measurements at this control monument indicate possible
 LX1673.vertical movement.
 LX1673
 LX1673.The geoid height was determined by GEOID03.
 LX1673
 LX1673.The dynamic height is computed by dividing the NAVD 88
 LX1673.geopotential number by the normal gravity value computed on the
 LX1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1673.degrees latitude (g = 980.6199 gals.).
 LX1673
 LX1673.The modeled gravity was interpolated from observed gravity values.
 LX1673
 LX1673;                    North         East    Units  Estimated Accuracy
 LX1673;SPC CT       -   272,110.      315,080.      MT  (+/- 180 meters Scaled)
 LX1673
 LX1673                          SUPERSEDED SURVEY CONTROL
 LX1673
 LX1673.No superseded survey control is available for this station.
 LX1673
 LX1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM968426(NAD 83)
 LX1673_MARKER: DB = BENCH MARK DISK
 LX1673_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1673_SP_SET: PIERS
 LX1673_STAMPING: E 49 1978
 LX1673_MARK LOGO: NGS   
 LX1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1673
 LX1673  HISTORY     - Date     Condition        Report By
 LX1673  HISTORY     - 1978     MONUMENTED       NGS
 LX1673  HISTORY     - 1986     GOOD             NGS
 LX1673  HISTORY     - 20040528 GOOD             USPSQD
 LX1673
 LX1673                          STATION DESCRIPTION
 LX1673
 LX1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1673'1.1 MI SOUTH FROM WINDSOR LOCKS.
 LX1673'1.1 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1673'WINDSOR LOCKS, DIRECTLY UNDER THE RAILROAD OVERPASS BRIDGE, SET
 LX1673'VERTICALLY IN THE NORTHEAST END OF THE SOUTHEAST MASSIVE CONCRETE
 LX1673'BASE SUPPORTING 4 PIERS AND BRIDGE OVER THE NEW YORK, NEW HAVEN
 LX1673'HARTFORD RAILROAD, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 8 FEET
 LX1673'EAST OF A POWER POLE.
 LX1673
 LX1673                          STATION RECOVERY (1986)
 LX1673
 LX1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX1673'RECOVERED IN GOOD CONDITION.
 LX1673
 LX1673                          STATION RECOVERY (2004)
 LX1673
 LX1673'RECOVERY NOTE BY US POWER SQUADRON 2004 (BRT)
 LX1673'RECOVERED AS DESCRIBED. 5 PIERS SUPPORT OVERHEAD ROADWAY OF ROUTE 159.
 LX1673'POWER POLE NOT PRESENT. MARK AT CHEST HEIGHT ON BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1648 ***********************************************************************
 LX1648  DESIGNATION -  E 50
 LX1648  PID         -  LX1648
 LX1648  STATE/COUNTY-  CT/HARTFORD
 LX1648  USGS QUAD   -  NEW BRITAIN (1992)
 LX1648
 LX1648                         *CURRENT SURVEY CONTROL
 LX1648  ___________________________________________________________________
 LX1648* NAD 83(1986)-  41 37 57.     (N)    072 46 17.     (W)     SCALED    
 LX1648* NAVD 88     -        26.521  (meters)      87.01   (feet)  ADJUSTED  
 LX1648  ___________________________________________________________________
 LX1648  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX1648  DYNAMIC HT  -          26.513 (meters)      86.98  (feet)  COMP
 LX1648  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 LX1648
 LX1648  VERT ORDER  -  FIRST     CLASS II
 LX1648
 LX1648.The horizontal coordinates were scaled from a topographic map and have
 LX1648.an estimated accuracy of +/- 6 seconds.
 LX1648
 LX1648.The orthometric height was determined by differential leveling
 LX1648.and adjusted by the National Geodetic Survey in June 1991..
 LX1648
 LX1648.The geoid height was determined by GEOID03.
 LX1648
 LX1648.The dynamic height is computed by dividing the NAVD 88
 LX1648.geopotential number by the normal gravity value computed on the
 LX1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1648.degrees latitude (g = 980.6199 gals.).
 LX1648
 LX1648.The modeled gravity was interpolated from observed gravity values.
 LX1648
 LX1648;                    North         East    Units  Estimated Accuracy
 LX1648;SPC CT       -   241,160.      303,020.      MT  (+/- 180 meters Scaled)
 LX1648
 LX1648                          SUPERSEDED SURVEY CONTROL
 LX1648
 LX1648.No superseded survey control is available for this station.
 LX1648
 LX1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM856113(NAD 83)
 LX1648_MARKER: DB = BENCH MARK DISK
 LX1648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LX1648_STAMPING: E 50 1978
 LX1648_MARK LOGO: NGS   
 LX1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1648
 LX1648  HISTORY     - Date     Condition        Report By
 LX1648  HISTORY     - 1978     MONUMENTED       NGS
 LX1648  HISTORY     - 1984     GOOD             NGS
 LX1648
 LX1648                          STATION DESCRIPTION
 LX1648
 LX1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1648'2.9 MI SOUTH FROM NEW BRITAIN.
 LX1648'2.9 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST
 LX1648'MAIN STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE MARK ON THE RIGHT
 LX1648'AT THE JUNCTION OF GROVE HILL ROAD AND HIGHWAY 71, SET IN THE CENTER
 LX1648'OF THE FORK OF GROVE HILL ROAD IN FRONT OF A BERLIN MARINE MEMORIAL,
 LX1648'22.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY 71, 2 FEET NORTH OF
 LX1648'POWER POLE NMBER 47753, 11.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LX1648'OF THE MEMORIAL, ROD DRIVEN TO REFUSAL.
 LX1648
 LX1648                          STATION RECOVERY (1984)
 LX1648
 LX1648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1623 ***********************************************************************
 LX1623  DESIGNATION -  E 51
 LX1623  PID         -  LX1623
 LX1623  STATE/COUNTY-  CT/NEW HAVEN
 LX1623  USGS QUAD   -  NEW HAVEN (1984)
 LX1623
 LX1623                         *CURRENT SURVEY CONTROL
 LX1623  ___________________________________________________________________
 LX1623* NAD 83(1986)-  41 19 59.     (N)    072 54 02.     (W)     SCALED    
 LX1623* NAVD 88     -         4.888  (meters)      16.04   (feet)  ADJUSTED  
 LX1623  ___________________________________________________________________
 LX1623  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX1623  DYNAMIC HT  -           4.886 (meters)      16.03  (feet)  COMP
 LX1623  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 LX1623
 LX1623  VERT ORDER  -  FIRST     CLASS II
 LX1623
 LX1623.The horizontal coordinates were scaled from a topographic map and have
 LX1623.an estimated accuracy of +/- 6 seconds.
 LX1623
 LX1623.The orthometric height was determined by differential leveling
 LX1623.and adjusted by the National Geodetic Survey in June 1991..
 LX1623
 LX1623.The geoid height was determined by GEOID03.
 LX1623
 LX1623.The dynamic height is computed by dividing the NAVD 88
 LX1623.geopotential number by the normal gravity value computed on the
 LX1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1623.degrees latitude (g = 980.6199 gals.).
 LX1623
 LX1623.The modeled gravity was interpolated from observed gravity values.
 LX1623
 LX1623;                    North         East    Units  Estimated Accuracy
 LX1623;SPC CT       -   207,910.      292,200.      MT  (+/- 180 meters Scaled)
 LX1623
 LX1623                          SUPERSEDED SURVEY CONTROL
 LX1623
 LX1623.No superseded survey control is available for this station.
 LX1623
 LX1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL756778(NAD 83)
 LX1623_MARKER: DB = BENCH MARK DISK
 LX1623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1623_SP_SET: STAINLESS STEEL ROD
 LX1623_STAMPING: E 51 1978
 LX1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1623
 LX1623  HISTORY     - Date     Condition        Report By
 LX1623  HISTORY     - 1978     MONUMENTED       NGS
 LX1623
 LX1623                          STATION DESCRIPTION
 LX1623
 LX1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1623'2.15 MI NE FROM NEW HAVEN.
 LX1623'2.15 MILES NORTHEAST ALONG STATE HIGHWAY 5 WHICH IS ALSO STATE
 LX1623'STREET FROM U.S. HIGHWAY
 LX1623'STREET FROM U.S. HIGHWAY 91 OVERPASS BRIDGE OVER HIGHWAY 5, TO
 LX1623'THE JUNCTION OF COOK STREET AND HIGHWAY 5, SET IN THE NORTHWEST
 LX1623'CORNER OF COOK STREET, 2 FEET EAST OF POWER POLE NUMBER 2152,
 LX1623'3 FEET WEST OF A STOP SIGN, 16 FEET NORTH OF THE CENTER LINE
 LX1623'OF COOK STREET, 20 FEET WEST OF A FIRE HYDRANT, 37.5 FEET EAST
 LX1623'OF THE CENTER LINE OF HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1461 ***********************************************************************
 MZ1461  DESIGNATION -  E 53
 MZ1461  PID         -  MZ1461
 MZ1461  STATE/COUNTY-  CT/LITCHFIELD
 MZ1461  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1461
 MZ1461                         *CURRENT SURVEY CONTROL
 MZ1461  ___________________________________________________________________
 MZ1461* NAD 83(1986)-  42 00 54.     (N)    073 17 51.     (W)     SCALED    
 MZ1461* NAVD 88     -       245.637  (meters)     805.89   (feet)  ADJUSTED  
 MZ1461  ___________________________________________________________________
 MZ1461  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 MZ1461  DYNAMIC HT  -         245.553 (meters)     805.62  (feet)  COMP
 MZ1461  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 MZ1461
 MZ1461  VERT ORDER  -  FIRST     CLASS II
 MZ1461
 MZ1461.The horizontal coordinates were scaled from a topographic map and have
 MZ1461.an estimated accuracy of +/- 6 seconds.
 MZ1461
 MZ1461.The orthometric height was determined by differential leveling
 MZ1461.and adjusted by the National Geodetic Survey in June 1991..
 MZ1461
 MZ1461.The geoid height was determined by GEOID03.
 MZ1461
 MZ1461.The dynamic height is computed by dividing the NAVD 88
 MZ1461.geopotential number by the normal gravity value computed on the
 MZ1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1461.degrees latitude (g = 980.6199 gals.).
 MZ1461
 MZ1461.The modeled gravity was interpolated from observed gravity values.
 MZ1461
 MZ1461;                    North         East    Units  Estimated Accuracy
 MZ1461;SPC CT       -   283,780.      259,450.      MT  (+/- 180 meters Scaled)
 MZ1461
 MZ1461                          SUPERSEDED SURVEY CONTROL
 MZ1461
 MZ1461.No superseded survey control is available for this station.
 MZ1461
 MZ1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM409528(NAD 83)
 MZ1461_MARKER: DB = BENCH MARK DISK
 MZ1461_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1461_SP_SET: ROCK OUTCROP
 MZ1461_STAMPING: E 53 1984
 MZ1461_MARK LOGO: NGS   
 MZ1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1461+STABILITY: POSITION/ELEVATION WELL
 MZ1461
 MZ1461  HISTORY     - Date     Condition        Report By
 MZ1461  HISTORY     - 1984     MONUMENTED       NGS
 MZ1461
 MZ1461                          STATION DESCRIPTION
 MZ1461
 MZ1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1461'2.5 KM (1.55 MI) SE FROM CANAAN.
 MZ1461'2.5 KM (1.55 FT) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 MZ1461'U.S. HIGHWAY 7 IN CANAAN TO THE MARK ON THE LEFT, IN EXPOSED BEDROCK,
 MZ1461'8.69 METERS (28.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.67
 MZ1461'METERS (54.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH
 MZ1461'HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY.
 MZ1461'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 MZ1461'THE MARK IS 1.07 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1861 ***********************************************************************
 LX1861  DESIGNATION -  E 54
 LX1861  PID         -  LX1861
 LX1861  STATE/COUNTY-  CT/FAIRFIELD
 LX1861  USGS QUAD   -  NORWALK NORTH (1975)
 LX1861
 LX1861                         *CURRENT SURVEY CONTROL
 LX1861  ___________________________________________________________________
 LX1861* NAD 83(1986)-  41 08 33.     (N)    073 25 32.     (W)     SCALED    
 LX1861* NAVD 88     -        26.774  (meters)      87.84   (feet)  ADJUSTED  
 LX1861  ___________________________________________________________________
 LX1861  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX1861  DYNAMIC HT  -          26.766 (meters)      87.81  (feet)  COMP
 LX1861  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LX1861
 LX1861  VERT ORDER  -  FIRST     CLASS II
 LX1861
 LX1861.The horizontal coordinates were scaled from a topographic map and have
 LX1861.an estimated accuracy of +/- 6 seconds.
 LX1861
 LX1861.The orthometric height was determined by differential leveling
 LX1861.and adjusted by the National Geodetic Survey in June 1991..
 LX1861
 LX1861.The geoid height was determined by GEOID03.
 LX1861
 LX1861.The dynamic height is computed by dividing the NAVD 88
 LX1861.geopotential number by the normal gravity value computed on the
 LX1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1861.degrees latitude (g = 980.6199 gals.).
 LX1861
 LX1861.The modeled gravity was interpolated from observed gravity values.
 LX1861
 LX1861;                    North         East    Units  Estimated Accuracy
 LX1861;SPC CT       -   186,960.      248,090.      MT  (+/- 180 meters Scaled)
 LX1861
 LX1861                          SUPERSEDED SURVEY CONTROL
 LX1861
 LX1861.No superseded survey control is available for this station.
 LX1861
 LX1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL321557(NAD 83)
 LX1861_MARKER: DB = BENCH MARK DISK
 LX1861_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1861_SP_SET: ABUTMENT
 LX1861_STAMPING: E 54 1984
 LX1861_MARK LOGO: NGS   
 LX1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1861
 LX1861  HISTORY     - Date     Condition        Report By
 LX1861  HISTORY     - 1984     MONUMENTED       NGS
 LX1861
 LX1861                          STATION DESCRIPTION
 LX1861
 LX1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1861'IN NORWALK.
 LX1861'IN NORWALK, ALONG MAIN STREET, SET VERTICALLY IN THE CENTER SECTION OF
 LX1861'THE WEST FACE OF THE EAST ABUTMENT OF THE EAST BOUND LANE OVERPASS
 LX1861'BRIDGE OF THE MERRITT PARKWAY, 1.07 METERS (3.5 FT) EAST OF THE EAST
 LX1861'CURB OF THE STREET.
 LX1861'THE MARK IS 1.4 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2012 ***********************************************************************
 LX2012  DESIGNATION -  E 55
 LX2012  PID         -  LX2012
 LX2012  STATE/COUNTY-  CT/LITCHFIELD
 LX2012  USGS QUAD   -  NEW HARTFORD (1984)
 LX2012
 LX2012                         *CURRENT SURVEY CONTROL
 LX2012  ___________________________________________________________________
 LX2012* NAD 83(1986)-  41 54 36.     (N)    072 59 44.     (W)     SCALED    
 LX2012* NAVD 88     -       173.089  (meters)     567.88   (feet)  ADJUSTED  
 LX2012  ___________________________________________________________________
 LX2012  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX2012  DYNAMIC HT  -         173.037 (meters)     567.71  (feet)  COMP
 LX2012  MODELED GRAV-     980,318.9   (mgal)                       NAVD 88
 LX2012
 LX2012  VERT ORDER  -  FIRST     CLASS II
 LX2012
 LX2012.The horizontal coordinates were scaled from a topographic map and have
 LX2012.an estimated accuracy of +/- 6 seconds.
 LX2012
 LX2012.The orthometric height was determined by differential leveling
 LX2012.and adjusted by the National Geodetic Survey in June 1991..
 LX2012
 LX2012.The geoid height was determined by GEOID03.
 LX2012
 LX2012.The dynamic height is computed by dividing the NAVD 88
 LX2012.geopotential number by the normal gravity value computed on the
 LX2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2012.degrees latitude (g = 980.6199 gals.).
 LX2012
 LX2012.The modeled gravity was interpolated from observed gravity values.
 LX2012
 LX2012;                    North         East    Units  Estimated Accuracy
 LX2012;SPC CT       -   272,010.      284,430.      MT  (+/- 180 meters Scaled)
 LX2012
 LX2012                          SUPERSEDED SURVEY CONTROL
 LX2012
 LX2012.No superseded survey control is available for this station.
 LX2012
 LX2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM662417(NAD 83)
 LX2012_MARKER: DB = BENCH MARK DISK
 LX2012_SETTING: 80 = SET IN A BOULDER
 LX2012_SP_SET: BOULDER
 LX2012_STAMPING: E 55 1984
 LX2012_MARK LOGO: NGS   
 LX2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2012+STABILITY: SURFACE MOTION
 LX2012
 LX2012  HISTORY     - Date     Condition        Report By
 LX2012  HISTORY     - 1984     MONUMENTED       NGS
 LX2012  HISTORY     - 1985     GOOD             NGS
 LX2012
 LX2012                          STATION DESCRIPTION
 LX2012
 LX2012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2012'0.7 KM (0.45 MI) SW FROM PLEASANT VALLEY.
 LX2012'0.7 KM (0.45 MI) SOUTHWEST ALONG STATE HIGHWAY 318 FROM THE SOUTHWEST
 LX2012'END OF THE HIGHWAY BRIDGE OVER THE FARMINGTON RIVER IN PLEASANT VALLEY
 LX2012'TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF EXPOSED BEDROCK,
 LX2012'AT THE WEST SIDE OF A SINGLE STORY FRAME HOUSE, 13.41 METERS (44.0 FT)
 LX2012'NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.79 METERS (19.0 FT)
 LX2012'NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 6.55 METERS (21.5 FT)
 LX2012'NORTH-NORTHWEST OF THE CENTER OF A DOUBLE TRUNK OAK TREE.
 LX2012'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 LX2012'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2012
 LX2012                          STATION RECOVERY (1985)
 LX2012
 LX2012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1897 ***********************************************************************
 LX1897  DESIGNATION -  E 57
 LX1897  PID         -  LX1897
 LX1897  STATE/COUNTY-  CT/FAIRFIELD
 LX1897  USGS QUAD   -  DANBURY (1984)
 LX1897
 LX1897                         *CURRENT SURVEY CONTROL
 LX1897  ___________________________________________________________________
 LX1897* NAD 83(1986)-  41 24 42.     (N)    073 27 00.     (W)     SCALED    
 LX1897* NAVD 88     -       130.412  (meters)     427.86   (feet)  ADJUSTED  
 LX1897  ___________________________________________________________________
 LX1897  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1897  DYNAMIC HT  -         130.368 (meters)     427.72  (feet)  COMP
 LX1897  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LX1897
 LX1897  VERT ORDER  -  FIRST     CLASS II
 LX1897
 LX1897.The horizontal coordinates were scaled from a topographic map and have
 LX1897.an estimated accuracy of +/- 6 seconds.
 LX1897
 LX1897.The orthometric height was determined by differential leveling
 LX1897.and adjusted by the National Geodetic Survey in June 1991..
 LX1897
 LX1897.The geoid height was determined by GEOID03.
 LX1897
 LX1897.The dynamic height is computed by dividing the NAVD 88
 LX1897.geopotential number by the normal gravity value computed on the
 LX1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1897.degrees latitude (g = 980.6199 gals.).
 LX1897
 LX1897.The modeled gravity was interpolated from observed gravity values.
 LX1897
 LX1897;                    North         East    Units  Estimated Accuracy
 LX1897;SPC CT       -   216,870.      246,280.      MT  (+/- 180 meters Scaled)
 LX1897
 LX1897                          SUPERSEDED SURVEY CONTROL
 LX1897
 LX1897.No superseded survey control is available for this station.
 LX1897
 LX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL295856(NAD 83)
 LX1897_MARKER: DB = BENCH MARK DISK
 LX1897_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1897_STAMPING: E 57 1984
 LX1897_MARK LOGO: NGS   
 LX1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1897
 LX1897  HISTORY     - Date     Condition        Report By
 LX1897  HISTORY     - 1984     MONUMENTED       NGS
 LX1897  HISTORY     - 1985     GOOD             NGS
 LX1897
 LX1897                          STATION DESCRIPTION
 LX1897
 LX1897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1897'1.2 KM (0.75 MI) NE FROM DANBURY.
 LX1897'1.2 KM (0.75 MI) NORTHEAST ALONG INTERSTATE 84 AND U.S. HIGHWAY 7 FROM
 LX1897'THE NORTHEAST END OF THE EAST BOUND BRIDGE OVER STATE HIGHWAY 39 IN
 LX1897'DANBURY TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE
 LX1897'SOUTHEAST CONCRETE GUARD RAIL OF THE HIGHWAY BRIDGE OVER TAMARACK
 LX1897'ROAD, 7.01 METERS (23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 LX1897'BOUND LANE OF THE HIGHWAY, 2.07 METERS (6.8 FT) SOUTHWEST OF LAMP POST
 LX1897'319, 0.27 METERS (0.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX1897'SOUTHEAST CONCRETE GUARD RAIL.
 LX1897'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX1897
 LX1897                          STATION RECOVERY (1985)
 LX1897
 LX1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1897'RECOVERED IN GOOD CONDITION, THE 1984 DESCRIPTION IS ADEQUATE EXCEPT
 LX1897'TAMARACK ROAD SHOULD BE TAMARACK AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1982 ***********************************************************************
 LX1982  DESIGNATION -  E 58
 LX1982  PID         -  LX1982
 LX1982  STATE/COUNTY-  CT/LITCHFIELD
 LX1982  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1982
 LX1982                         *CURRENT SURVEY CONTROL
 LX1982  ___________________________________________________________________
 LX1982* NAD 83(1986)-  41 58 25.     (N)    073 20 02.     (W)     SCALED    
 LX1982* NAVD 88     -       207.837  (meters)     681.88   (feet)  ADJUSTED  
 LX1982  ___________________________________________________________________
 LX1982  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1982  DYNAMIC HT  -         207.767 (meters)     681.65  (feet)  COMP
 LX1982  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LX1982
 LX1982  VERT ORDER  -  FIRST     CLASS II
 LX1982
 LX1982.The horizontal coordinates were scaled from a topographic map and have
 LX1982.an estimated accuracy of +/- 6 seconds.
 LX1982
 LX1982.The orthometric height was determined by differential leveling
 LX1982.and adjusted by the National Geodetic Survey in June 1991..
 LX1982
 LX1982.The geoid height was determined by GEOID03.
 LX1982
 LX1982.The dynamic height is computed by dividing the NAVD 88
 LX1982.geopotential number by the normal gravity value computed on the
 LX1982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1982.degrees latitude (g = 980.6199 gals.).
 LX1982
 LX1982.The modeled gravity was interpolated from observed gravity values.
 LX1982
 LX1982;                    North         East    Units  Estimated Accuracy
 LX1982;SPC CT       -   279,210.      256,410.      MT  (+/- 180 meters Scaled)
 LX1982
 LX1982                          SUPERSEDED SURVEY CONTROL
 LX1982
 LX1982.No superseded survey control is available for this station.
 LX1982
 LX1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM380481(NAD 83)
 LX1982_MARKER: DB = BENCH MARK DISK
 LX1982_SETTING: 66 = SET IN ROCK OUTCROP
 LX1982_SP_SET: ROCK OUTCROP
 LX1982_STAMPING: E 58 1984
 LX1982_MARK LOGO: NGS   
 LX1982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1982+STABILITY: POSITION/ELEVATION WELL
 LX1982
 LX1982  HISTORY     - Date     Condition        Report By
 LX1982  HISTORY     - 1984     MONUMENTED       NGS
 LX1982
 LX1982                          STATION DESCRIPTION
 LX1982
 LX1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1982'6.9 KM (4.3 MI) SOUTH FROM CANAAN.
 LX1982'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1982'CANAAN, THENCE 6.2 KM (3.85 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1982'ON THE LEFT, IN THE NORTHERN AND LOWEST ONE OF THREE ROCK OUTCROPS
 LX1982'NEXT TO EACH OTHER, 6.55 METERS (21.5 FT) EAST OF THE CENTERLINE OF
 LX1982'THE HIGHWAY, 9.14 METERS (30.0 FT) NORTH OF UTILITY POLE 1347.
 LX1982'THE MARK IS 0.26 METERS  W FROM A WITNESS POST.
 LX1982'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1957 ***********************************************************************
 LX1957  DESIGNATION -  E 59
 LX1957  PID         -  LX1957
 LX1957  STATE/COUNTY-  CT/LITCHFIELD
 LX1957  USGS QUAD   -  ELLSWORTH (1969)
 LX1957
 LX1957                         *CURRENT SURVEY CONTROL
 LX1957  ___________________________________________________________________
 LX1957* NAD 83(1986)-  41 47 53.     (N)    073 23 32.     (W)     SCALED    
 LX1957* NAVD 88     -       161.484  (meters)     529.80   (feet)  ADJUSTED  
 LX1957  ___________________________________________________________________
 LX1957  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX1957  DYNAMIC HT  -         161.429 (meters)     529.62  (feet)  COMP
 LX1957  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LX1957
 LX1957  VERT ORDER  -  FIRST     CLASS II
 LX1957
 LX1957.The horizontal coordinates were scaled from a topographic map and have
 LX1957.an estimated accuracy of +/- 6 seconds.
 LX1957
 LX1957.The orthometric height was determined by differential leveling
 LX1957.and adjusted by the National Geodetic Survey in June 1991..
 LX1957
 LX1957.The geoid height was determined by GEOID03.
 LX1957
 LX1957.The dynamic height is computed by dividing the NAVD 88
 LX1957.geopotential number by the normal gravity value computed on the
 LX1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1957.degrees latitude (g = 980.6199 gals.).
 LX1957
 LX1957.The modeled gravity was interpolated from observed gravity values.
 LX1957
 LX1957;                    North         East    Units  Estimated Accuracy
 LX1957;SPC CT       -   259,740.      251,430.      MT  (+/- 180 meters Scaled)
 LX1957
 LX1957                          SUPERSEDED SURVEY CONTROL
 LX1957
 LX1957.No superseded survey control is available for this station.
 LX1957
 LX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM335286(NAD 83)
 LX1957_MARKER: DB = BENCH MARK DISK
 LX1957_SETTING: 66 = SET IN ROCK OUTCROP
 LX1957_SP_SET: ROCK OUTCROP
 LX1957_STAMPING: E 59 1984
 LX1957_MARK LOGO: NGS   
 LX1957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1957+STABILITY: POSITION/ELEVATION WELL
 LX1957
 LX1957  HISTORY     - Date     Condition        Report By
 LX1957  HISTORY     - 1984     MONUMENTED       NGS
 LX1957
 LX1957                          STATION DESCRIPTION
 LX1957
 LX1957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1957'3.1 KM (1.95 MI) SW FROM CORNWALL BRIDGE.
 LX1957'3.1 KM (1.95 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1957'CORNWALL BRIDGE TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END
 LX1957'OF A ROCK LEDGE, 6.86 METERS (22.5 FT) NORTHWEST OF THE CENTERLINE OF
 LX1957'THE HIGHWAY, 9.69 METERS (31.8 FT) WEST-SOUTHWEST OF UTILITY POLE
 LX1957'A3561, 1.40 METERS (4.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX1957'LEDGE.
 LX1957'THE MARK IS 0.65 METERS  SW FROM A WITNESS POST.
 LX1957'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0166 ***********************************************************************
 LX0166  DESIGNATION -  E 6
 LX0166  PID         -  LX0166
 LX0166  STATE/COUNTY-  CT/NEW LONDON
 LX0166  USGS QUAD   -  NEW LONDON (1984)
 LX0166
 LX0166                         *CURRENT SURVEY CONTROL
 LX0166  ___________________________________________________________________
 LX0166* NAD 83(1986)-  41 21 47.     (N)    072 04 47.     (W)     SCALED    
 LX0166* NAVD 88     -        12.453  (meters)      40.86   (feet)  ADJUSTED  
 LX0166  ___________________________________________________________________
 LX0166  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0166  DYNAMIC HT  -          12.448 (meters)      40.84  (feet)  COMP
 LX0166  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LX0166  OBS GRAVITY -     980,277.6   (mgal)                       GRAV_OBS
 LX0166
 LX0166  VERT ORDER  -  FIRST     CLASS I
 LX0166
 LX0166.The horizontal coordinates were scaled from a topographic map and have
 LX0166.an estimated accuracy of +/- 6 seconds.
 LX0166
 LX0166.The orthometric height was determined by differential leveling
 LX0166.and adjusted by the National Geodetic Survey in June 1991..
 LX0166
 LX0166.The geoid height was determined by GEOID03.
 LX0166
 LX0166.The dynamic height is computed by dividing the NAVD 88
 LX0166.geopotential number by the normal gravity value computed on the
 LX0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0166.degrees latitude (g = 980.6199 gals.).
 LX0166
 LX0166.The modeled gravity was interpolated from observed gravity values.
 LX0166.The observed gravity was obtained from relative gravimeter ties
 LX0166.to the IGSN71 gravity network.
 LX0166
 LX0166;                    North         East    Units  Estimated Accuracy
 LX0166;SPC CT       -   211,450.      360,880.      MT  (+/- 180 meters Scaled)
 LX0166
 LX0166                          SUPERSEDED SURVEY CONTROL
 LX0166
 LX0166  NGVD 29 (??/??/92)   12.744  (m)           41.81   (f) ADJ UNCH    1 1
 LX0166
 LX0166.Superseded values are not recommended for survey control.
 LX0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0166.See file dsdata.txt to determine how the superseded data were derived.
 LX0166
 LX0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL442831(NAD 83)
 LX0166_MARKER: DB = BENCH MARK DISK
 LX0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0166_SP_SET: ABUTMENT
 LX0166_STAMPING: E 6 ELEV 41.762 FT 1922
 LX0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0166+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2002
 LX0166
 LX0166  HISTORY     - Date     Condition        Report By
 LX0166  HISTORY     - 1922     MONUMENTED       CGS
 LX0166  HISTORY     - 1965     GOOD             NGS
 LX0166  HISTORY     - 1988     GOOD             USPSQD
 LX0166  HISTORY     - 1989     GOOD             USPSQD
 LX0166  HISTORY     - 1989     GOOD             USPSQD
 LX0166  HISTORY     - 1990     GOOD             USPSQD
 LX0166  HISTORY     - 20020125 GOOD             USPSQD
 LX0166
 LX0166                          STATION DESCRIPTION
 LX0166
 LX0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0166'AT GROTON.
 LX0166'AT GROTON, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0166'ABOUT 240 YARDS EAST OF THE EAST OF THE EAST END OF THE RAILROAD
 LX0166'BRIDGE OVER THE THAMES RIVER, SET ON THE TOP OF THE SOUTH END OF
 LX0166'THE EAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OVER FAIRVIEW
 LX0166'AVENUE, 8.5 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK,
 LX0166'AND 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.  NOTE-- MARK IS ABOUT
 LX0166'0.05 MILE WEST OF SWITCH CONTROL TOWER NO. 119.
 LX0166
 LX0166                          STATION RECOVERY (1988)
 LX0166
 LX0166'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0166'RECOVERED IN GOOD CONDITION.
 LX0166
 LX0166                          STATION RECOVERY (1989)
 LX0166
 LX0166'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0166'RECOVERED IN GOOD CONDITION.
 LX0166
 LX0166                          STATION RECOVERY (1989)
 LX0166
 LX0166'RECOVERY NOTE BY US POWER SQUADRON 1989
 LX0166'RECOVERED IN GOOD CONDITION.
 LX0166
 LX0166                          STATION RECOVERY (1990)
 LX0166
 LX0166'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0166'RECOVERED IN GOOD CONDITION.
 LX0166
 LX0166                          STATION RECOVERY (2002)
 LX0166
 LX0166'RECOVERY NOTE BY US POWER SQUADRON 2002 (BWR)
 LX0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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 = OCTOBER  8, 2006
 LX2067 ***********************************************************************
 LX2067  DESIGNATION -  E 63
 LX2067  PID         -  LX2067
 LX2067  STATE/COUNTY-  CT/HARTFORD
 LX2067  USGS QUAD   -  BROAD BROOK (1984)
 LX2067
 LX2067                         *CURRENT SURVEY CONTROL
 LX2067  ___________________________________________________________________
 LX2067* NAD 83(1986)-  41 59 06.     (N)    072 30 25.     (W)     SCALED    
 LX2067* NAVD 88     -        53.058  (meters)     174.07   (feet)  ADJUSTED  
 LX2067  ___________________________________________________________________
 LX2067  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2067  DYNAMIC HT  -          53.042 (meters)     174.02  (feet)  COMP
 LX2067  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 LX2067
 LX2067  VERT ORDER  -  FIRST     CLASS II
 LX2067
 LX2067.The horizontal coordinates were scaled from a topographic map and have
 LX2067.an estimated accuracy of +/- 6 seconds.
 LX2067
 LX2067.The orthometric height was determined by differential leveling
 LX2067.and adjusted by the National Geodetic Survey in June 1991..
 LX2067
 LX2067.The geoid height was determined by GEOID03.
 LX2067
 LX2067.The dynamic height is computed by dividing the NAVD 88
 LX2067.geopotential number by the normal gravity value computed on the
 LX2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2067.degrees latitude (g = 980.6199 gals.).
 LX2067
 LX2067.The modeled gravity was interpolated from observed gravity values.
 LX2067
 LX2067;                    North         East    Units  Estimated Accuracy
 LX2067;SPC CT       -   280,340.      324,940.      MT  (+/- 180 meters Scaled)
 LX2067
 LX2067                          SUPERSEDED SURVEY CONTROL
 LX2067
 LX2067.No superseded survey control is available for this station.
 LX2067
 LX2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM065511(NAD 83)
 LX2067_MARKER: DB = BENCH MARK DISK
 LX2067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2067_SP_SET: HEADWALL
 LX2067_STAMPING: E 63 1984
 LX2067_MARK LOGO: NGS   
 LX2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2067+STABILITY: SURFACE MOTION
 LX2067
 LX2067  HISTORY     - Date     Condition        Report By
 LX2067  HISTORY     - 1984     MONUMENTED       NGS
 LX2067
 LX2067                          STATION DESCRIPTION
 LX2067
 LX2067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2067'2.8 KM (1.75 MI) EAST FROM HAZARDVILLE.
 LX2067'2.8 KM (1.75 MI) EAST ALONG STATE HIGHWAY 190 FROM THE JUNCTION OF
 LX2067'STATE HIGHWAY 192 IN HAZARDVILLE TO THE MARK ON THE RIGHT, IN TOP OF
 LX2067'THE SOUTH END OF THE WEST HEADWALL OF A CULVERT UNDER THE ENTRANCE TO
 LX2067'THE ENFIELD NURSING HOME, 17.07 METERS (56.0 FT) SOUTH OF THE
 LX2067'CENTERLINE OF THE HIGHWAY, 9.45 METERS (31.0 FT) WEST OF THE CENTER OF
 LX2067'THE DRIVEWAY, 0.52 METER (1.7 FT) NORTH OF THE SOUTH END OF THE
 LX2067'HEADWALL.
 LX2067'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1742 ***********************************************************************
 LW1742  DESIGNATION -  E 64
 LW1742  PID         -  LW1742
 LW1742  STATE/COUNTY-  CT/NEW LONDON
 LW1742  USGS QUAD   -  ASHAWAY (1984)
 LW1742
 LW1742                         *CURRENT SURVEY CONTROL
 LW1742  ___________________________________________________________________
 LW1742* NAD 83(1986)-  41 26 12.     (N)    071 52 24.     (W)     SCALED    
 LW1742* NAVD 88     -        48.649  (meters)     159.61   (feet)  ADJUSTED  
 LW1742  ___________________________________________________________________
 LW1742  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LW1742  DYNAMIC HT  -          48.631 (meters)     159.55  (feet)  COMP
 LW1742  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 LW1742
 LW1742  VERT ORDER  -  FIRST     CLASS II
 LW1742
 LW1742.The horizontal coordinates were scaled from a topographic map and have
 LW1742.an estimated accuracy of +/- 6 seconds.
 LW1742
 LW1742.The orthometric height was determined by differential leveling
 LW1742.and adjusted by the National Geodetic Survey in June 1991..
 LW1742
 LW1742.The geoid height was determined by GEOID03.
 LW1742
 LW1742.The dynamic height is computed by dividing the NAVD 88
 LW1742.geopotential number by the normal gravity value computed on the
 LW1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1742.degrees latitude (g = 980.6199 gals.).
 LW1742
 LW1742.The modeled gravity was interpolated from observed gravity values.
 LW1742
 LW1742;                    North         East    Units  Estimated Accuracy
 LW1742;SPC CT       -   219,780.      378,070.      MT  (+/- 180 meters Scaled)
 LW1742
 LW1742                          SUPERSEDED SURVEY CONTROL
 LW1742
 LW1742.No superseded survey control is available for this station.
 LW1742
 LW1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF599912(NAD 83)
 LW1742_MARKER: DB = BENCH MARK DISK
 LW1742_SETTING: 66 = SET IN ROCK OUTCROP
 LW1742_SP_SET: ROCK OUTCROP
 LW1742_STAMPING: E 64 1984
 LW1742_MARK LOGO: NGS   
 LW1742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1742+STABILITY: POSITION/ELEVATION WELL
 LW1742
 LW1742  HISTORY     - Date     Condition        Report By
 LW1742  HISTORY     - 1984     MONUMENTED       NGS
 LW1742  HISTORY     - 19901001 MARK NOT FOUND   USPSQD
 LW1742
 LW1742                          STATION DESCRIPTION
 LW1742
 LW1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1742'1.7 KM (1.1 MI) NW FROM NORTH STONINGTON.
 LW1742'1.7 KM (1.1 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE NORTH END OF
 LW1742'THE TRAFFIC CIRCLE AND THE JUNCTION OF STATE HIGHWAY 184 IN NORTH
 LW1742'STONINGTON TO THE MARK ON THE RIGHT, IN TOP OF A 1.2 BY 1.2 METER (4
 LW1742'BY 4 FT) EXPOSED OUTCROP, 10.82 METERS (35.5 FT) NORTHEAST OF THE
 LW1742'CENTERLINE OF THE HIGHWAY, 4.26 METERS (14.0 FT) NORTHEAST OF POWER
 LW1742'POLE 362, 1.06 METERS (3.5 FT) NORTHWEST OF THE METAL BASE ROD OF THE
 LW1742'GUY WIRE OF POWER POLE 362.
 LW1742'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LW1742'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1742
 LW1742                          STATION RECOVERY (1990)
 LW1742
 LW1742'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2142 ***********************************************************************
 LX2142  DESIGNATION -  E 65
 LX2142  PID         -  LX2142
 LX2142  STATE/COUNTY-  CT/WINDHAM
 LX2142  USGS QUAD   -  WILLIMANTIC (1984)
 LX2142
 LX2142                         *CURRENT SURVEY CONTROL
 LX2142  ___________________________________________________________________
 LX2142* NAD 83(1986)-  41 42 20.     (N)    072 11 54.     (W)     SCALED    
 LX2142* NAVD 88     -        77.043  (meters)     252.77   (feet)  ADJUSTED  
 LX2142  ___________________________________________________________________
 LX2142  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX2142  DYNAMIC HT  -          77.016 (meters)     252.68  (feet)  COMP
 LX2142  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX2142
 LX2142  VERT ORDER  -  FIRST     CLASS II
 LX2142
 LX2142.The horizontal coordinates were scaled from a topographic map and have
 LX2142.an estimated accuracy of +/- 6 seconds.
 LX2142
 LX2142.The orthometric height was determined by differential leveling
 LX2142.and adjusted by the National Geodetic Survey in June 1991..
 LX2142
 LX2142.The geoid height was determined by GEOID03.
 LX2142
 LX2142.The dynamic height is computed by dividing the NAVD 88
 LX2142.geopotential number by the normal gravity value computed on the
 LX2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2142.degrees latitude (g = 980.6199 gals.).
 LX2142
 LX2142.The modeled gravity was interpolated from observed gravity values.
 LX2142
 LX2142;                    North         East    Units  Estimated Accuracy
 LX2142;SPC CT       -   249,420.      350,720.      MT  (+/- 180 meters Scaled)
 LX2142
 LX2142                          SUPERSEDED SURVEY CONTROL
 LX2142
 LX2142.No superseded survey control is available for this station.
 LX2142
 LX2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM331208(NAD 83)
 LX2142_MARKER: DB = BENCH MARK DISK
 LX2142_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2142+WITH SETTING: PAVEMENT
 LX2142_SP_SET: CONCRETE BASE
 LX2142_STAMPING: E 65 1984
 LX2142_MARK LOGO: NGS   
 LX2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2142+STABILITY: SURFACE MOTION
 LX2142
 LX2142  HISTORY     - Date     Condition        Report By
 LX2142  HISTORY     - 1984     MONUMENTED       NGS
 LX2142  HISTORY     - 1986     GOOD             NGS
 LX2142  HISTORY     - 19961117 GOOD             USPSQD
 LX2142
 LX2142                          STATION DESCRIPTION
 LX2142
 LX2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2142'0.9 KM (0.55 MI) SE FROM WILLIMANTIC.
 LX2142'0.9 KM (0.55 MI) SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX2142'U.S. HIGHWAY 6 IN WILLIMANTIC TO THE MARK ON THE RIGHT, AT THE
 LX2142'ENTRANCE TO THE IMMACULATA RETREAT HOUSE, IN TOP OF THE EAST CORNER OF
 LX2142'A 0.91 BY 2.1 METER (3 BY 7 FT) CONCRETE BASE OF THE SIGN FOR THE
 LX2142'RETREAT, 13.56 METERS (44.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX2142'HIGHWAY, 5.18 METERS (17.0 FT) NORTHWEST OF THE CENTER OF THE PAVED
 LX2142'ENTRANCE DRIVE OF THE RETREAT, 2.92 METERS (9.6 FT) SOUTH OF POWER
 LX2142'POLE 2681 WITH TWO SECURITY LIGHTS.
 LX2142'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX2142
 LX2142                          STATION RECOVERY (1986)
 LX2142
 LX2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2142'RECOVERED IN GOOD CONDITION.
 LX2142
 LX2142                          STATION RECOVERY (1996)
 LX2142
 LX2142'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2097 ***********************************************************************
 LX2097  DESIGNATION -  E 66
 LX2097  PID         -  LX2097
 LX2097  STATE/COUNTY-  CT/TOLLAND
 LX2097  USGS QUAD   -  WESTFORD (1983)
 LX2097
 LX2097                         *CURRENT SURVEY CONTROL
 LX2097  ___________________________________________________________________
 LX2097* NAD 83(1986)-  41 58 45.     (N)    072 10 41.     (W)     SCALED    
 LX2097* NAVD 88     -       286.022  (meters)     938.39   (feet)  ADJUSTED  
 LX2097  ___________________________________________________________________
 LX2097  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX2097  DYNAMIC HT  -         285.929 (meters)     938.09  (feet)  COMP
 LX2097  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 LX2097
 LX2097  VERT ORDER  -  FIRST     CLASS II
 LX2097
 LX2097.The horizontal coordinates were scaled from a topographic map and have
 LX2097.an estimated accuracy of +/- 6 seconds.
 LX2097
 LX2097.The orthometric height was determined by differential leveling
 LX2097.and adjusted by the National Geodetic Survey in June 1991..
 LX2097
 LX2097.The geoid height was determined by GEOID03.
 LX2097
 LX2097.The dynamic height is computed by dividing the NAVD 88
 LX2097.geopotential number by the normal gravity value computed on the
 LX2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2097.degrees latitude (g = 980.6199 gals.).
 LX2097
 LX2097.The modeled gravity was interpolated from observed gravity values.
 LX2097
 LX2097;                    North         East    Units  Estimated Accuracy
 LX2097;SPC CT       -   279,820.      352,200.      MT  (+/- 180 meters Scaled)
 LX2097
 LX2097                          SUPERSEDED SURVEY CONTROL
 LX2097
 LX2097.No superseded survey control is available for this station.
 LX2097
 LX2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM337513(NAD 83)
 LX2097_MARKER: DB = BENCH MARK DISK
 LX2097_SETTING: 66 = SET IN ROCK OUTCROP
 LX2097_SP_SET: ROCK OUTCROP
 LX2097_STAMPING: E 66 1984
 LX2097_MARK LOGO: NGS   
 LX2097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2097+STABILITY: POSITION/ELEVATION WELL
 LX2097
 LX2097  HISTORY     - Date     Condition        Report By
 LX2097  HISTORY     - 1984     MONUMENTED       NGS
 LX2097
 LX2097                          STATION DESCRIPTION
 LX2097
 LX2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2097'2.1 KM (1.3 MI) SW FROM UNION.
 LX2097'2.1 KM (1.3 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2097'CHURCH OF UNION IN UNION TO THE MARK ON THE LEFT, IN THE LOWER LEVEL
 LX2097'OF A ROCK CUT, 5.64 METERS (18.5 FT) EAST OF THE CENTERLINE OF THE
 LX2097'HIGHWAY, 12.10 METERS (39.7 FT) EAST-NORTHEAST OF UTILITY POLE 760,
 LX2097'5.79 METERS (19.0 FT) NORTH OF THE SOUTH END OF THE CUT.
 LX2097'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LX2097'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2206 ***********************************************************************
 LX2206  DESIGNATION -  E 67
 LX2206  PID         -  LX2206
 LX2206  STATE/COUNTY-  CT/MIDDLESEX
 LX2206  USGS QUAD   -  MIDDLETOWN (1992)
 LX2206
 LX2206                         *CURRENT SURVEY CONTROL
 LX2206  ___________________________________________________________________
 LX2206* NAD 83(1986)-  41 36 05.     (N)    072 41 40.     (W)     SCALED    
 LX2206* NAVD 88     -         7.708  (meters)      25.29   (feet)  ADJUSTED  
 LX2206  ___________________________________________________________________
 LX2206  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2206  DYNAMIC HT  -           7.705 (meters)      25.28  (feet)  COMP
 LX2206  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 LX2206
 LX2206  VERT ORDER  -  FIRST     CLASS II
 LX2206
 LX2206.The horizontal coordinates were scaled from a topographic map and have
 LX2206.an estimated accuracy of +/- 6 seconds.
 LX2206
 LX2206.The orthometric height was determined by differential leveling
 LX2206.and adjusted by the National Geodetic Survey in June 1991..
 LX2206
 LX2206.The geoid height was determined by GEOID03.
 LX2206
 LX2206.The dynamic height is computed by dividing the NAVD 88
 LX2206.geopotential number by the normal gravity value computed on the
 LX2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2206.degrees latitude (g = 980.6199 gals.).
 LX2206
 LX2206.The modeled gravity was interpolated from observed gravity values.
 LX2206
 LX2206;                    North         East    Units  Estimated Accuracy
 LX2206;SPC CT       -   237,700.      309,430.      MT  (+/- 180 meters Scaled)
 LX2206
 LX2206                          SUPERSEDED SURVEY CONTROL
 LX2206
 LX2206.No superseded survey control is available for this station.
 LX2206
 LX2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM921080(NAD 83)
 LX2206_MARKER: DB = BENCH MARK DISK
 LX2206_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2206_SP_SET: BRIDGE ABUTMENT
 LX2206_STAMPING: E 67 1984
 LX2206_MARK LOGO: NGS   
 LX2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2206
 LX2206  HISTORY     - Date     Condition        Report By
 LX2206  HISTORY     - 1984     MONUMENTED       NGS
 LX2206  HISTORY     - 1986     GOOD             NGS
 LX2206
 LX2206                          STATION DESCRIPTION
 LX2206
 LX2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2206'4.9 KM (3.05 MI) EAST FROM BERLIN.
 LX2206'4.8 KM (3.0 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2206'HIGHWAY 5 IN BERLIN, THENCE 0.1 KM (0.05 MI) SOUTH ALONG EAST STREET
 LX2206'TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF THE NORTH ABUTMENT
 LX2206'OF A BRIDGE OVER MATTABESSET RIVER, 7.32 METERS (24.0 FT) WEST OF THE
 LX2206'CENTERLINE OF THE STREET, 0.15 METER (0.5 FT) EAST OF THE WEST END OF
 LX2206'THE ABUTMENT.
 LX2206'THE MARK IS ABOVE LEVEL WITH STREET.
 LX2206
 LX2206                          STATION RECOVERY (1986)
 LX2206
 LX2206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2185 ***********************************************************************
 LX2185  DESIGNATION -  E 68
 LX2185  PID         -  LX2185
 LX2185  STATE/COUNTY-  CT/HARTFORD
 LX2185  USGS QUAD   -  MANCHESTER (1992)
 LX2185
 LX2185                         *CURRENT SURVEY CONTROL
 LX2185  ___________________________________________________________________
 LX2185* NAD 83(1986)-  41 46 56.     (N)    072 35 31.     (W)     SCALED    
 LX2185* NAVD 88     -        19.042  (meters)      62.47   (feet)  ADJUSTED  
 LX2185  ___________________________________________________________________
 LX2185  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX2185  DYNAMIC HT  -          19.036 (meters)      62.45  (feet)  COMP
 LX2185  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 LX2185
 LX2185  VERT ORDER  -  FIRST     CLASS II
 LX2185
 LX2185.The horizontal coordinates were scaled from a topographic map and have
 LX2185.an estimated accuracy of +/- 6 seconds.
 LX2185
 LX2185.The orthometric height was determined by differential leveling
 LX2185.and adjusted by the National Geodetic Survey in June 1991..
 LX2185
 LX2185.The geoid height was determined by GEOID03.
 LX2185
 LX2185.The dynamic height is computed by dividing the NAVD 88
 LX2185.geopotential number by the normal gravity value computed on the
 LX2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2185.degrees latitude (g = 980.6199 gals.).
 LX2185
 LX2185.The modeled gravity was interpolated from observed gravity values.
 LX2185
 LX2185;                    North         East    Units  Estimated Accuracy
 LX2185;SPC CT       -   257,800.      317,940.      MT  (+/- 180 meters Scaled)
 LX2185
 LX2185                          SUPERSEDED SURVEY CONTROL
 LX2185
 LX2185.No superseded survey control is available for this station.
 LX2185
 LX2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM001284(NAD 83)
 LX2185_MARKER: DB = BENCH MARK DISK
 LX2185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2185_SP_SET: ABUTMENT
 LX2185_STAMPING: E 68 1984
 LX2185_MARK LOGO: NGS   
 LX2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2185+STABILITY: SURFACE MOTION
 LX2185
 LX2185  HISTORY     - Date     Condition        Report By
 LX2185  HISTORY     - 1984     MONUMENTED       NGS
 LX2185
 LX2185                          STATION DESCRIPTION
 LX2185
 LX2185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2185'IN EAST HARTFORD.
 LX2185'IN EAST HARTFORD, 0.1 KM (0.05 MI) SOUTH ALONG WALNUT STREET FROM THE
 LX2185'JUNCTION OF U.S. HIGHWAY 44 TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2185'NORTH END OF THE WEST ABUTMENT OF A BRIDGE OVER LAUREL LAKE, 6.40
 LX2185'METERS (21.0 FT) WEST OF THE CENTERLINE OF WALNUT STREET.
 LX2185'THE MARK IS 0.91 M BELOW STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2253 ***********************************************************************
 LX2253  DESIGNATION -  E 69
 LX2253  PID         -  LX2253
 LX2253  STATE/COUNTY-  CT/MIDDLESEX
 LX2253  USGS QUAD   -  ESSEX (1977)
 LX2253
 LX2253                         *CURRENT SURVEY CONTROL
 LX2253  ___________________________________________________________________
 LX2253* NAD 83(1986)-  41 20 42.     (N)    072 23 35.     (W)     SCALED    
 LX2253* NAVD 88     -         8.571  (meters)      28.12   (feet)  ADJUSTED  
 LX2253  ___________________________________________________________________
 LX2253  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX2253  DYNAMIC HT  -           8.568 (meters)      28.11  (feet)  COMP
 LX2253  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 LX2253
 LX2253  VERT ORDER  -  FIRST     CLASS II
 LX2253
 LX2253.The horizontal coordinates were scaled from a topographic map and have
 LX2253.an estimated accuracy of +/- 6 seconds.
 LX2253
 LX2253.The orthometric height was determined by differential leveling
 LX2253.and adjusted by the National Geodetic Survey in June 1991..
 LX2253
 LX2253.The geoid height was determined by GEOID03.
 LX2253
 LX2253.The dynamic height is computed by dividing the NAVD 88
 LX2253.geopotential number by the normal gravity value computed on the
 LX2253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2253.degrees latitude (g = 980.6199 gals.).
 LX2253
 LX2253.The modeled gravity was interpolated from observed gravity values.
 LX2253
 LX2253;                    North         East    Units  Estimated Accuracy
 LX2253;SPC CT       -   209,290.      334,680.      MT  (+/- 180 meters Scaled)
 LX2253
 LX2253                          SUPERSEDED SURVEY CONTROL
 LX2253
 LX2253.No superseded survey control is available for this station.
 LX2253
 LX2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL181803(NAD 83)
 LX2253_MARKER: DB = BENCH MARK DISK
 LX2253_SETTING: 66 = SET IN ROCK OUTCROP
 LX2253_SP_SET: ROCK OUTCROP
 LX2253_STAMPING: E 69 1984
 LX2253_MARK LOGO: NGS   
 LX2253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2253+STABILITY: POSITION/ELEVATION WELL
 LX2253
 LX2253  HISTORY     - Date     Condition        Report By
 LX2253  HISTORY     - 1984     MONUMENTED       NGS
 LX2253  HISTORY     - 1989     GOOD             USPSQD
 LX2253  HISTORY     - 1991     GOOD             USPSQD
 LX2253  HISTORY     - 19970210 GOOD             USPSQD
 LX2253  HISTORY     - 19980314 GOOD             USPSQD
 LX2253
 LX2253                          STATION DESCRIPTION
 LX2253
 LX2253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2253'1.9 KM (1.25 MI) SOUTH FROM CENTERBROOK.
 LX2253'1.9 KM (1.25 MI) SOUTH ALONG MIDDLESEX TURNPIKE FROM THE CENTERBROOK
 LX2253'CONGREGATIONAL CHURCH IN CENTERBROOK TO THE MARK ON THE LEFT, IN A
 LX2253'ROCK OUTCROP, ACROSS THE ROAD FROM A THREE STORY WHITE FRAME HOUSE,
 LX2253'9.9 METERS (32.5 FT) NORTHEAST OF THE CENTERLINE OF THE TURNPIKE,
 LX2253'5.4 METERS (18.0 FT) SOUTHEAST OF A FENCE CORNER, 0.18 METER (0.6 FT)
 LX2253'SOUTHWEST OF A WOOD FENCE.
 LX2253'THE MARK IS 1.2 M BELOW TURNPIKE.
 LX2253
 LX2253                          STATION RECOVERY (1989)
 LX2253
 LX2253'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2253'RECOVERED IN GOOD CONDITION.
 LX2253
 LX2253                          STATION RECOVERY (1991)
 LX2253
 LX2253'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2253'RECOVERED IN GOOD CONDITION.
 LX2253
 LX2253                          STATION RECOVERY (1997)
 LX2253
 LX2253'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2253'RECOVERED IN GOOD CONDITION.
 LX2253
 LX2253                          STATION RECOVERY (1998)
 LX2253
 LX2253'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX2253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0504 ***********************************************************************
 LX0504  DESIGNATION -  E 7
 LX0504  PID         -  LX0504
 LX0504  STATE/COUNTY-  CT/HARTFORD
 LX0504  USGS QUAD   -  MERIDEN (1992)
 LX0504
 LX0504                         *CURRENT SURVEY CONTROL
 LX0504  ___________________________________________________________________
 LX0504* NAD 83(1986)-  41 35 36.     (N)    072 46 05.     (W)     SCALED    
 LX0504* NAVD 88     -        41.539  (meters)     136.28   (feet)  ADJUSTED  
 LX0504  ___________________________________________________________________
 LX0504  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX0504  DYNAMIC HT  -          41.525 (meters)     136.24  (feet)  COMP
 LX0504  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 LX0504
 LX0504  VERT ORDER  -  FIRST     CLASS II
 LX0504
 LX0504.The horizontal coordinates were scaled from a topographic map and have
 LX0504.an estimated accuracy of +/- 6 seconds.
 LX0504
 LX0504.The orthometric height was determined by differential leveling
 LX0504.and adjusted by the National Geodetic Survey in June 1991..
 LX0504
 LX0504.The geoid height was determined by GEOID03.
 LX0504
 LX0504.The dynamic height is computed by dividing the NAVD 88
 LX0504.geopotential number by the normal gravity value computed on the
 LX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0504.degrees latitude (g = 980.6199 gals.).
 LX0504
 LX0504.The modeled gravity was interpolated from observed gravity values.
 LX0504
 LX0504;                    North         East    Units  Estimated Accuracy
 LX0504;SPC CT       -   236,810.      303,300.      MT  (+/- 180 meters Scaled)
 LX0504
 LX0504                          SUPERSEDED SURVEY CONTROL
 LX0504
 LX0504  NGVD 29 (??/??/92)   41.819  (m)          137.20   (f) ADJ UNCH    1 2
 LX0504
 LX0504.Superseded values are not recommended for survey control.
 LX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0504.See file dsdata.txt to determine how the superseded data were derived.
 LX0504
 LX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM860070(NAD 83)
 LX0504_MARKER: DB = BENCH MARK DISK
 LX0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0504_STAMPING: 137.201 E 7 1923
 LX0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0504+STABILITY: SURFACE MOTION
 LX0504
 LX0504  HISTORY     - Date     Condition        Report By
 LX0504  HISTORY     - 1923     MONUMENTED       CGS
 LX0504  HISTORY     - 1967     GOOD             NGS
 LX0504  HISTORY     - 1972     GOOD             CTGS
 LX0504  HISTORY     - 1978     GOOD             NGS
 LX0504  HISTORY     - 1988     GOOD             USPSQD
 LX0504
 LX0504                          STATION DESCRIPTION
 LX0504
 LX0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0504'3 MI S FROM BERLIN.
 LX0504'3.0 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0504'RAILROAD FROM BERLIN, HARTFORD COUNTY, 180 FEET SOUTH OF THE
 LX0504'SOUTHEAST CORNER OF THE WEST ABUTMENT OF BRIDGE 22-87, 54 FEET
 LX0504'NORTHWEST OF W. U. T. POLE 1936, 42 FEET WEST OF THE WEST RAIL,
 LX0504'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED 137.201 E
 LX0504'7 1923 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 LX0504'GROUND.
 LX0504
 LX0504                          STATION RECOVERY (1972)
 LX0504
 LX0504'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0504'RECOVERED IN GOOD CONDITION.
 LX0504
 LX0504                          STATION RECOVERY (1978)
 LX0504
 LX0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0504'RECOVERED IN GOOD CONDITION.
 LX0504
 LX0504                          STATION RECOVERY (1988)
 LX0504
 LX0504'RECOVERY NOTE BY US POWER SQUADRON 1988 (JC)
 LX0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2296 ***********************************************************************
 LX2296  DESIGNATION -  E 71
 LX2296  PID         -  LX2296
 LX2296  STATE/COUNTY-  CT/FAIRFIELD
 LX2296  USGS QUAD   -  NORWALK NORTH (1975)
 LX2296
 LX2296                         *CURRENT SURVEY CONTROL
 LX2296  ___________________________________________________________________
 LX2296* NAD 83(1986)-  41 12 35.     (N)    073 28 13.     (W)     SCALED    
 LX2296* NAVD 88     -       152.695  (meters)     500.97   (feet)  ADJUSTED  
 LX2296  ___________________________________________________________________
 LX2296  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX2296  DYNAMIC HT  -         152.642 (meters)     500.79  (feet)  COMP
 LX2296  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LX2296
 LX2296  VERT ORDER  -  FIRST     CLASS II
 LX2296
 LX2296.The horizontal coordinates were scaled from a topographic map and have
 LX2296.an estimated accuracy of +/- 6 seconds.
 LX2296
 LX2296.The orthometric height was determined by differential leveling
 LX2296.and adjusted by the National Geodetic Survey in June 1991..
 LX2296
 LX2296.The geoid height was determined by GEOID03.
 LX2296
 LX2296.The dynamic height is computed by dividing the NAVD 88
 LX2296.geopotential number by the normal gravity value computed on the
 LX2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2296.degrees latitude (g = 980.6199 gals.).
 LX2296
 LX2296.The modeled gravity was interpolated from observed gravity values.
 LX2296
 LX2296;                    North         East    Units  Estimated Accuracy
 LX2296;SPC CT       -   194,450.      244,390.      MT  (+/- 180 meters Scaled)
 LX2296
 LX2296                          SUPERSEDED SURVEY CONTROL
 LX2296
 LX2296.No superseded survey control is available for this station.
 LX2296
 LX2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL282631(NAD 83)
 LX2296_MARKER: DB = BENCH MARK DISK
 LX2296_SETTING: 66 = SET IN ROCK OUTCROP
 LX2296_SP_SET: ROCK OUTCROP
 LX2296_STAMPING: E 71 1985
 LX2296_MARK LOGO: NGS   
 LX2296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2296+STABILITY: POSITION/ELEVATION WELL
 LX2296
 LX2296  HISTORY     - Date     Condition        Report By
 LX2296  HISTORY     - 1985     MONUMENTED       NGS
 LX2296
 LX2296                          STATION DESCRIPTION
 LX2296
 LX2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2296'4.2 KM (2.6 MI) NW FROM WILTON.
 LX2296'3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2296'U.S. HIGHWAY 7 IN WILTON, THENCE 0.4 KM (0.25 MI) SOUTHWEST ALONG
 LX2296'DEFOREST ROAD TO THE MARK ON THE RIGHT, IN A ROCK OUTCROP, 4.57 METERS
 LX2296'(15.0 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD.
 LX2296'THE MARK IS 0.76 METERS  NE FROM  A WITNESS POST
 LX2296'THE MARK IS 1.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2269 ***********************************************************************
 LX2269  DESIGNATION -  E 72
 LX2269  PID         -  LX2269
 LX2269  STATE/COUNTY-  CT/FAIRFIELD
 LX2269  USGS QUAD   -  GLENVILLE (1971)
 LX2269
 LX2269                         *CURRENT SURVEY CONTROL
 LX2269  ___________________________________________________________________
 LX2269* NAD 83(1986)-  41 04 49.     (N)    073 39 58.     (W)     SCALED    
 LX2269* NAVD 88     -        81.206  (meters)     266.42   (feet)  ADJUSTED  
 LX2269  ___________________________________________________________________
 LX2269  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX2269  DYNAMIC HT  -          81.177 (meters)     266.33  (feet)  COMP
 LX2269  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LX2269
 LX2269  VERT ORDER  -  FIRST     CLASS II
 LX2269
 LX2269.The horizontal coordinates were scaled from a topographic map and have
 LX2269.an estimated accuracy of +/- 6 seconds.
 LX2269
 LX2269.The orthometric height was determined by differential leveling
 LX2269.and adjusted by the National Geodetic Survey in June 1991..
 LX2269
 LX2269.The geoid height was determined by GEOID03.
 LX2269
 LX2269.The dynamic height is computed by dividing the NAVD 88
 LX2269.geopotential number by the normal gravity value computed on the
 LX2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2269.degrees latitude (g = 980.6199 gals.).
 LX2269
 LX2269.The modeled gravity was interpolated from observed gravity values.
 LX2269
 LX2269;                    North         East    Units  Estimated Accuracy
 LX2269;SPC CT       -   180,230.      227,820.      MT  (+/- 180 meters Scaled)
 LX2269
 LX2269                          SUPERSEDED SURVEY CONTROL
 LX2269
 LX2269.No superseded survey control is available for this station.
 LX2269
 LX2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL120485(NAD 83)
 LX2269_MARKER: DB = BENCH MARK DISK
 LX2269_SETTING: 66 = SET IN ROCK OUTCROP
 LX2269_SP_SET: ROCK OUTCROP
 LX2269_STAMPING: E 72 1985
 LX2269_MARK LOGO: NGS   
 LX2269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2269+STABILITY: POSITION/ELEVATION WELL
 LX2269
 LX2269  HISTORY     - Date     Condition        Report By
 LX2269  HISTORY     - 1985     MONUMENTED       NGS
 LX2269
 LX2269                          STATION DESCRIPTION
 LX2269
 LX2269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2269'2.3 KM (1.45 MI) NE FROM RIVERSVILLE.
 LX2269'2.3 KM (1.45 MI) NORTHEAST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2269'FROM THE OVERPASS FOR RIVERSVILLE ROAD IN RIVERSVILLE TO THE MARK ON
 LX2269'THE RIGHT, 0.2 KM (0.15 MI) SOUTHWEST OF INTERCHANGE 28, 0.4 KM (0.25
 LX2269'MI) SOUTHWEST OF ROUND HILL ROAD OVERPASS, 3.14 METERS (10.3 FT)
 LX2269'SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY.
 LX2269'THE MARK IS 0.65 METERS  N FROM  A WITNESS POST
 LX2269'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2314 ***********************************************************************
 LX2314  DESIGNATION -  E 73
 LX2314  PID         -  LX2314
 LX2314  STATE/COUNTY-  CT/FAIRFIELD
 LX2314  USGS QUAD   -  BOTSFORD (1984)
 LX2314
 LX2314                         *CURRENT SURVEY CONTROL
 LX2314  ___________________________________________________________________
 LX2314* NAD 83(1986)-  41 18 42.     (N)    073 21 23.     (W)     SCALED    
 LX2314* NAVD 88     -       193.264  (meters)     634.07   (feet)  ADJUSTED  
 LX2314  ___________________________________________________________________
 LX2314  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2314  DYNAMIC HT  -         193.199 (meters)     633.85  (feet)  COMP
 LX2314  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX2314
 LX2314  VERT ORDER  -  FIRST     CLASS II
 LX2314
 LX2314.The horizontal coordinates were scaled from a topographic map and have
 LX2314.an estimated accuracy of +/- 6 seconds.
 LX2314
 LX2314.The orthometric height was determined by differential leveling
 LX2314.and adjusted by the National Geodetic Survey in June 1991..
 LX2314
 LX2314.The geoid height was determined by GEOID03.
 LX2314
 LX2314.The dynamic height is computed by dividing the NAVD 88
 LX2314.geopotential number by the normal gravity value computed on the
 LX2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2314.degrees latitude (g = 980.6199 gals.).
 LX2314
 LX2314.The modeled gravity was interpolated from observed gravity values.
 LX2314
 LX2314;                    North         East    Units  Estimated Accuracy
 LX2314;SPC CT       -   205,700.      254,020.      MT  (+/- 180 meters Scaled)
 LX2314
 LX2314                          SUPERSEDED SURVEY CONTROL
 LX2314
 LX2314.No superseded survey control is available for this station.
 LX2314
 LX2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL375746(NAD 83)
 LX2314_MARKER: I = METAL ROD
 LX2314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2314_SP_SET: STAINLESS STEEL ROD
 LX2314_STAMPING: E 73 1985
 LX2314_MARK LOGO: NGS   
 LX2314_PROJECTION: FLUSH
 LX2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2314_ROD/PIPE-DEPTH: 4.8  meters
 LX2314
 LX2314  HISTORY     - Date     Condition        Report By
 LX2314  HISTORY     - 1985     MONUMENTED       NGS
 LX2314
 LX2314                          STATION DESCRIPTION
 LX2314
 LX2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2314'0.6 KM (0.4 MI) SW FROM REDDING RIDGE.
 LX2314'0.6 KM (0.4 MI) SOUTHWEST ALONG CROSS HIGHWAY FROM THE JUNCTION OF
 LX2314'STATE HIGHWAY 58 IN REDDING RIDGE TO THE MARK ON THE LEFT, 8.8 METERS
 LX2314'(29.0 FT) SOUTHEAST OF THE CENTERLINE OF CROSS HIGHWAY, 14.6 METERS
 LX2314'(48.0 FT) SOUTHWEST OF THE CENTERLINE OF NEWTOWN TURNPIKE.
 LX2314'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP.
 LX2314'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 LX2314'THE MARK IS 0.30 M ABOVE CROSS HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2327 ***********************************************************************
 LX2327  DESIGNATION -  E 74
 LX2327  PID         -  LX2327
 LX2327  STATE/COUNTY-  CT/FAIRFIELD
 LX2327  USGS QUAD   -  BOTSFORD (1984)
 LX2327
 LX2327                         *CURRENT SURVEY CONTROL
 LX2327  ___________________________________________________________________
 LX2327* NAD 83(1986)-  41 19 02.     (N)    073 15 37.     (W)     SCALED    
 LX2327* NAVD 88     -       102.897  (meters)     337.59   (feet)  ADJUSTED  
 LX2327  ___________________________________________________________________
 LX2327  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX2327  DYNAMIC HT  -         102.861 (meters)     337.47  (feet)  COMP
 LX2327  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LX2327
 LX2327  VERT ORDER  -  FIRST     CLASS II
 LX2327
 LX2327.The horizontal coordinates were scaled from a topographic map and have
 LX2327.an estimated accuracy of +/- 6 seconds.
 LX2327
 LX2327.The orthometric height was determined by differential leveling
 LX2327.and adjusted by the National Geodetic Survey in June 1991..
 LX2327
 LX2327.The geoid height was determined by GEOID03.
 LX2327
 LX2327.The dynamic height is computed by dividing the NAVD 88
 LX2327.geopotential number by the normal gravity value computed on the
 LX2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2327.degrees latitude (g = 980.6199 gals.).
 LX2327
 LX2327.The modeled gravity was interpolated from observed gravity values.
 LX2327
 LX2327;                    North         East    Units  Estimated Accuracy
 LX2327;SPC CT       -   206,270.      262,080.      MT  (+/- 180 meters Scaled)
 LX2327
 LX2327                          SUPERSEDED SURVEY CONTROL
 LX2327
 LX2327.No superseded survey control is available for this station.
 LX2327
 LX2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL456754(NAD 83)
 LX2327_MARKER: DB = BENCH MARK DISK
 LX2327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2327_SP_SET: BRIDGE ABUTMENT
 LX2327_STAMPING: E 74 1985
 LX2327_MARK LOGO: NGS   
 LX2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2327+STABILITY: SURFACE MOTION
 LX2327
 LX2327  HISTORY     - Date     Condition        Report By
 LX2327  HISTORY     - 1985     MONUMENTED       NGS
 LX2327
 LX2327                          STATION DESCRIPTION
 LX2327
 LX2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2327'0.7 KM (0.45 MI) SE FROM UPPER STEPNEY.
 LX2327'0.7 KM (0.45 MI) SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2327'STATE HIGHWAY 59 IN UPPER STEPNEY TO THE MARK ON THE LEFT, IN TOP OF
 LX2327'THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER THE WEST BRANCH OF THE
 LX2327'PEQUONNOCK RIVER, 5.94 METERS (19.5 FT) SOUTHEAST OF THE CENTERLINE OF
 LX2327'THE HIGHWAY, 1.04 METERS (3.4 FT) NORTH-NORTHEAST OF THE NORTHEAST END
 LX2327'OF A STEEL CABLE GUARD RAIL, 0.36 METER (1.2 FT) SOUTHEAST OF THE
 LX2327'BRIDGE RAILING.
 LX2327'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2453 ***********************************************************************
 LX2453  DESIGNATION -  E 75
 LX2453  PID         -  LX2453
 LX2453  STATE/COUNTY-  CT/LITCHFIELD
 LX2453  USGS QUAD   -  TORRINGTON (1984)
 LX2453
 LX2453                         *CURRENT SURVEY CONTROL
 LX2453  ___________________________________________________________________
 LX2453* NAD 83(1986)-  41 49 07.     (N)    073 07 19.     (W)     SCALED    
 LX2453* NAVD 88     -       195.742  (meters)     642.20   (feet)  ADJUSTED  
 LX2453  ___________________________________________________________________
 LX2453  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX2453  DYNAMIC HT  -         195.676 (meters)     641.98  (feet)  COMP
 LX2453  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LX2453
 LX2453  VERT ORDER  -  FIRST     CLASS II
 LX2453
 LX2453.The horizontal coordinates were scaled from a topographic map and have
 LX2453.an estimated accuracy of +/- 6 seconds.
 LX2453
 LX2453.The orthometric height was determined by differential leveling
 LX2453.and adjusted by the National Geodetic Survey in June 1991..
 LX2453
 LX2453.The geoid height was determined by GEOID03.
 LX2453
 LX2453.The dynamic height is computed by dividing the NAVD 88
 LX2453.geopotential number by the normal gravity value computed on the
 LX2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2453.degrees latitude (g = 980.6199 gals.).
 LX2453
 LX2453.The modeled gravity was interpolated from observed gravity values.
 LX2453
 LX2453;                    North         East    Units  Estimated Accuracy
 LX2453;SPC CT       -   261,890.      273,900.      MT  (+/- 180 meters Scaled)
 LX2453
 LX2453                          SUPERSEDED SURVEY CONTROL
 LX2453
 LX2453.No superseded survey control is available for this station.
 LX2453
 LX2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM559313(NAD 83)
 LX2453_MARKER: DB = BENCH MARK DISK
 LX2453_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2453_SP_SET: FOUNDATION
 LX2453_STAMPING: E 75 1985
 LX2453_MARK LOGO: NGS   
 LX2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2453
 LX2453  HISTORY     - Date     Condition        Report By
 LX2453  HISTORY     - 1985     MONUMENTED       NGS
 LX2453
 LX2453                          STATION DESCRIPTION
 LX2453
 LX2453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2453'IN TORRINGTON.
 LX2453'IN TORRINGTON, 0.8 KM (0.5 MI) NORTH ALONG COUNTY ROAD 800 (MAIN
 LX2453'STREET) FROM THE JUNCTION OF STATE HIGHWAY 4 WEST, AT THE ENTRANCE
 LX2453'DOOR OF THE SOUTH ENGINE HOUSE OF THE NORTH END FIRE STATION,
 LX2453'17.06 METERS (56.0 FT) WEST OF THE CENTERLINE OF MAIN STREET, 1.34
 LX2453'METERS (4.4 FT) NORTH OF THE SOUTHEAST CORNER OF THE ENGINE HOUSE OF
 LX2453'THE FIRE STATION.
 LX2453'THE MARK IS 0.30 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2685 ***********************************************************************
 LX2685  DESIGNATION -  E 76
 LX2685  PID         -  LX2685
 LX2685  STATE/COUNTY-  CT/LITCHFIELD
 LX2685  USGS QUAD   -  NEW HARTFORD (1984)
 LX2685
 LX2685                         *CURRENT SURVEY CONTROL
 LX2685  ___________________________________________________________________
 LX2685* NAD 83(1986)-  41 53 04.     (N)    072 58 59.     (W)     SCALED    
 LX2685* NAVD 88     -       127.288  (meters)     417.61   (feet)  ADJUSTED  
 LX2685  ___________________________________________________________________
 LX2685  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX2685  DYNAMIC HT  -         127.249 (meters)     417.48  (feet)  COMP
 LX2685  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 LX2685
 LX2685  VERT ORDER  -  FIRST     CLASS II
 LX2685
 LX2685.The horizontal coordinates were scaled from a topographic map and have
 LX2685.an estimated accuracy of +/- 6 seconds.
 LX2685
 LX2685.The orthometric height was determined by differential leveling
 LX2685.and adjusted by the National Geodetic Survey in June 1991..
 LX2685
 LX2685.The geoid height was determined by GEOID03.
 LX2685
 LX2685.The dynamic height is computed by dividing the NAVD 88
 LX2685.geopotential number by the normal gravity value computed on the
 LX2685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2685.degrees latitude (g = 980.6199 gals.).
 LX2685
 LX2685.The modeled gravity was interpolated from observed gravity values.
 LX2685
 LX2685;                    North         East    Units  Estimated Accuracy
 LX2685;SPC CT       -   269,160.      285,460.      MT  (+/- 180 meters Scaled)
 LX2685
 LX2685                          SUPERSEDED SURVEY CONTROL
 LX2685
 LX2685.No superseded survey control is available for this station.
 LX2685
 LX2685_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM673389(NAD 83)
 LX2685_MARKER: I = METAL ROD
 LX2685_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2685+WITH SETTING: INFORMATION.
 LX2685_SP_SET: SHALLOW-SET METAL ROD
 LX2685_STAMPING: E 76 1985
 LX2685_MARK LOGO: NGS   
 LX2685_PROJECTION: FLUSH
 LX2685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2685_ROD/PIPE-DEPTH: 2.43 meters
 LX2685
 LX2685  HISTORY     - Date     Condition        Report By
 LX2685  HISTORY     - 1985     MONUMENTED       NGS
 LX2685
 LX2685                          STATION DESCRIPTION
 LX2685
 LX2685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2685'0.6 KM (0.35 MI) NW FROM NEW HARTFORD.
 LX2685'0.6 KM (0.35 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2685'IN NEW HARTFORD TO THE MARK ON THE LEFT, ON THE SOUTHEAST SIDE OF THE
 LX2685'SOUTHWEST METAL LEG OF A HIGHWAY SIGN (NEW HARTFORD), 9.0 METERS (29.5
 LX2685'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.19 METERS (23.6 FT)
 LX2685'WEST-NORTHWEST OF POWER POLE 1294, 0.73 METER (2.4 FT) SOUTHEAST OF
 LX2685'THE SOUTHWEST METAL LEG OF THE SIGN. NOTE--SEVERAL ATTEMPTS WERE MADE
 LX2685'TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.43 METERS.
 LX2685'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2685'THE MARK IS 0.91 METERS  SE FROM  A WITNESS POST
 LX2685'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2527 ***********************************************************************
 LX2527  DESIGNATION -  E 77
 LX2527  PID         -  LX2527
 LX2527  STATE/COUNTY-  CT/FAIRFIELD
 LX2527  USGS QUAD   -  ANSONIA (1984)
 LX2527
 LX2527                         *CURRENT SURVEY CONTROL
 LX2527  ___________________________________________________________________
 LX2527* NAD 83(1986)-  41 15 04.     (N)    073 06 02.     (W)     SCALED    
 LX2527* NAVD 88     -        24.471  (meters)      80.29   (feet)  ADJUSTED  
 LX2527  ___________________________________________________________________
 LX2527  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2527  DYNAMIC HT  -          24.464 (meters)      80.26  (feet)  COMP
 LX2527  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 LX2527
 LX2527  VERT ORDER  -  FIRST     CLASS II
 LX2527
 LX2527.The horizontal coordinates were scaled from a topographic map and have
 LX2527.an estimated accuracy of +/- 6 seconds.
 LX2527
 LX2527.The orthometric height was determined by differential leveling
 LX2527.and adjusted by the National Geodetic Survey in June 1991..
 LX2527
 LX2527.The geoid height was determined by GEOID03.
 LX2527
 LX2527.The dynamic height is computed by dividing the NAVD 88
 LX2527.geopotential number by the normal gravity value computed on the
 LX2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2527.degrees latitude (g = 980.6199 gals.).
 LX2527
 LX2527.The modeled gravity was interpolated from observed gravity values.
 LX2527
 LX2527;                    North         East    Units  Estimated Accuracy
 LX2527;SPC CT       -   198,860.      275,420.      MT  (+/- 180 meters Scaled)
 LX2527
 LX2527                          SUPERSEDED SURVEY CONTROL
 LX2527
 LX2527.No superseded survey control is available for this station.
 LX2527
 LX2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL591683(NAD 83)
 LX2527_MARKER: DB = BENCH MARK DISK
 LX2527_SETTING: 66 = SET IN ROCK OUTCROP
 LX2527_SP_SET: ROCK CUT
 LX2527_STAMPING: E 77 1985
 LX2527_MARK LOGO: NGS   
 LX2527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2527+STABILITY: POSITION/ELEVATION WELL
 LX2527
 LX2527  HISTORY     - Date     Condition        Report By
 LX2527  HISTORY     - 1985     MONUMENTED       NGS
 LX2527
 LX2527                          STATION DESCRIPTION
 LX2527
 LX2527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2527'6.2 KM (3.85 MI) NORTH FROM STRATFORD.
 LX2527'6.2 KM (3.85 MI) NORTH ALONG STATE HIGHWAY 110 FROM THE OVERPASS OF
 LX2527'INTERSTATE 95 IN STRATFORD TO THE MARK ON THE LEFT, SET VERTICALLY
 LX2527'NEAR THE NORTH END OF A ROCK CUT, 13.56 METERS (44.5 FT) WEST OF THE
 LX2527'CENTERLINE OF THE HIGHWAY, 7.47 METERS (24.5 FT) SOUTH OF THE SOUTH
 LX2527'END OF A ROCK WALL.
 LX2527'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2842 ***********************************************************************
 LX2842  DESIGNATION -  E 78
 LX2842  PID         -  LX2842
 LX2842  STATE/COUNTY-  CT/NEW HAVEN
 LX2842  USGS QUAD   -  NAUGATUCK (1984)
 LX2842
 LX2842                         *CURRENT SURVEY CONTROL
 LX2842  ___________________________________________________________________
 LX2842* NAD 83(1986)-  41 26 57.     (N)    073 01 54.     (W)     SCALED    
 LX2842* NAVD 88     -       123.485  (meters)     405.13   (feet)  ADJUSTED  
 LX2842  ___________________________________________________________________
 LX2842  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2842  DYNAMIC HT  -         123.445 (meters)     405.00  (feet)  COMP
 LX2842  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 LX2842
 LX2842  VERT ORDER  -  FIRST     CLASS II
 LX2842
 LX2842.The horizontal coordinates were scaled from a topographic map and have
 LX2842.an estimated accuracy of +/- 6 seconds.
 LX2842
 LX2842.The orthometric height was determined by differential leveling
 LX2842.and adjusted by the National Geodetic Survey in June 1991..
 LX2842
 LX2842.The geoid height was determined by GEOID03.
 LX2842
 LX2842.The dynamic height is computed by dividing the NAVD 88
 LX2842.geopotential number by the normal gravity value computed on the
 LX2842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2842.degrees latitude (g = 980.6199 gals.).
 LX2842
 LX2842.The modeled gravity was interpolated from observed gravity values.
 LX2842
 LX2842;                    North         East    Units  Estimated Accuracy
 LX2842;SPC CT       -   220,830.      281,270.      MT  (+/- 180 meters Scaled)
 LX2842
 LX2842                          SUPERSEDED SURVEY CONTROL
 LX2842
 LX2842.No superseded survey control is available for this station.
 LX2842
 LX2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL644904(NAD 83)
 LX2842_MARKER: DB = BENCH MARK DISK
 LX2842_SETTING: 66 = SET IN ROCK OUTCROP
 LX2842_SP_SET: ROCK OUTCROP
 LX2842_STAMPING: E 78 1985
 LX2842_MARK LOGO: NGS   
 LX2842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2842+STABILITY: POSITION/ELEVATION WELL
 LX2842
 LX2842  HISTORY     - Date     Condition        Report By
 LX2842  HISTORY     - 1985     MONUMENTED       NGS
 LX2842  HISTORY     - 19910305 GOOD             USPSQD
 LX2842  HISTORY     - 19970118 GOOD             USPSQD
 LX2842
 LX2842                          STATION DESCRIPTION
 LX2842
 LX2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2842'3.7 KM (2.3 MI) EAST FROM BEACON FALLS.
 LX2842'0.5 KM (0.3 MI) EAST ALONG SOUTH MAIN STREET FROM THE BEACON HOSE
 LX2842'COMPANY NUMBER 1 IN BEACON FALLS, THENCE 3.2 KM (2.0 MI) EAST ALONG
 LX2842'STATE HIGHWAY 42 TO THE MARK ON THE RIGHT, IN TOP OF THE LARGEST ROCK
 LX2842'OUTCROP IN THE LAWN OF A HOUSE WITH NOW YELLOW SIDING, 10.97 METERS
 LX2842'(36.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20.60 METERS
 LX2842'(67.6 FT) NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 13.87 METERS
 LX2842'(45.5 FT) NORTH OF A TRIPLE TRUNKED HICKORY TREE IN THE FRONT LAWN.
 LX2842'THE MARK IS 0.3 M BELOW HIGHWAY.
 LX2842
 LX2842                          STATION RECOVERY (1991)
 LX2842
 LX2842'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2842'RECOVERED IN GOOD CONDITION.
 LX2842
 LX2842                          STATION RECOVERY (1997)
 LX2842
 LX2842'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2607 ***********************************************************************
 LX2607  DESIGNATION -  E 79
 LX2607  PID         -  LX2607
 LX2607  STATE/COUNTY-  CT/LITCHFIELD
 LX2607  USGS QUAD   -  NEW PRESTON (1984)
 LX2607
 LX2607                         *CURRENT SURVEY CONTROL
 LX2607  ___________________________________________________________________
 LX2607* NAD 83(1986)-  41 41 18.     (N)    073 19 09.     (W)     SCALED    
 LX2607* NAVD 88     -       212.876  (meters)     698.41   (feet)  ADJUSTED  
 LX2607  ___________________________________________________________________
 LX2607  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2607  DYNAMIC HT  -         212.804 (meters)     698.17  (feet)  COMP
 LX2607  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX2607
 LX2607  VERT ORDER  -  FIRST     CLASS II
 LX2607
 LX2607.The horizontal coordinates were scaled from a topographic map and have
 LX2607.an estimated accuracy of +/- 6 seconds.
 LX2607
 LX2607.The orthometric height was determined by differential leveling
 LX2607.and adjusted by the National Geodetic Survey in June 1991..
 LX2607
 LX2607.The geoid height was determined by GEOID03.
 LX2607
 LX2607.The dynamic height is computed by dividing the NAVD 88
 LX2607.geopotential number by the normal gravity value computed on the
 LX2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2607.degrees latitude (g = 980.6199 gals.).
 LX2607
 LX2607.The modeled gravity was interpolated from observed gravity values.
 LX2607
 LX2607;                    North         East    Units  Estimated Accuracy
 LX2607;SPC CT       -   247,510.      257,420.      MT  (+/- 180 meters Scaled)
 LX2607
 LX2607                          SUPERSEDED SURVEY CONTROL
 LX2607
 LX2607.No superseded survey control is available for this station.
 LX2607
 LX2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM398165(NAD 83)
 LX2607_MARKER: I = METAL ROD
 LX2607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2607_SP_SET: STAINLESS STEEL ROD
 LX2607_STAMPING: E 79 1985
 LX2607_MARK LOGO: NGS   
 LX2607_PROJECTION: FLUSH
 LX2607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2607_ROD/PIPE-DEPTH: 14.6 meters
 LX2607
 LX2607  HISTORY     - Date     Condition        Report By
 LX2607  HISTORY     - 1985     MONUMENTED       NGS
 LX2607
 LX2607                          STATION DESCRIPTION
 LX2607
 LX2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2607'9.3 KM (5.8 MI) SW FROM BANTAM.
 LX2607'9.3 KM (5.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2607'IN BANTAM TO THE MARK ON THE LEFT, 6.4 METERS (21.0 FT) SOUTHEAST OF
 LX2607'THE CENTER LINE OF THE HIGHWAY, 0.88 METER (2.9 FT) WEST OF POWER POLE
 LX2607'NUMBER 513 WITH BRACE POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LX2607'A 5-INCH LOGO CAP.
 LX2607'THE MARK IS 0.73 METERS  E FROM  A WITNESS POST
 LX2607'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0512 ***********************************************************************
 LX0512  DESIGNATION -  E 8
 LX0512  PID         -  LX0512
 LX0512  STATE/COUNTY-  CT/HARTFORD
 LX0512  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0512
 LX0512                         *CURRENT SURVEY CONTROL
 LX0512  ___________________________________________________________________
 LX0512* NAD 83(1986)-  41 45 39.     (N)    072 44 29.     (W)     SCALED    
 LX0512* NAVD 88     -        41.175  (meters)     135.09   (feet)  POSTED    
 LX0512  ___________________________________________________________________
 LX0512  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX0512  DYNAMIC HT  -          41.160 (meters)     135.04  (feet)  COMP
 LX0512  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 LX0512
 LX0512  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0512
 LX0512.The horizontal coordinates were scaled from a topographic map and have
 LX0512.an estimated accuracy of +/- 6 seconds.
 LX0512
 LX0512.The orthometric height was determined by differential leveling
 LX0512.and adjusted by the National Geodetic Survey in 1992..
 LX0512.No vertical observational check was made to the station.
 LX0512.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0512.was located on a no-check spur therefore a value was not computed.
 LX0512
 LX0512.The geoid height was determined by GEOID03.
 LX0512
 LX0512.The dynamic height is computed by dividing the NAVD 88
 LX0512.geopotential number by the normal gravity value computed on the
 LX0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0512.degrees latitude (g = 980.6199 gals.).
 LX0512
 LX0512.The modeled gravity was interpolated from observed gravity values.
 LX0512
 LX0512;                    North         East    Units  Estimated Accuracy
 LX0512;SPC CT       -   255,410.      305,520.      MT  (+/- 180 meters Scaled)
 LX0512
 LX0512                          SUPERSEDED SURVEY CONTROL
 LX0512
 LX0512.No superseded survey control is available for this station.
 LX0512
 LX0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM877256(NAD 83)
 LX0512_MARKER: DD = SURVEY DISK
 LX0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0512_SP_SET: BUILDING WALL
 LX0512_STAMPING: 136.000 E 8 1923
 LX0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0512
 LX0512  HISTORY     - Date     Condition        Report By
 LX0512  HISTORY     - 1923     MONUMENTED       USGS
 LX0512  HISTORY     - 1967     GOOD             NGS
 LX0512
 LX0512                          STATION DESCRIPTION
 LX0512
 LX0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0512'AT WEST HARTFORD.
 LX0512'AT WEST HARTFORD, HARTFORD COUNTY, AT THE NORTHWEST CORNER
 LX0512'OF THE INTERSECTION OF NORTH MAIN STREET AND FARMINGTON AVENUE,
 LX0512'AT THE TOWN HALL, AT THE SOUTH OR FRONT ENTRANCE, IN THE
 LX0512'WALL AT THE WEST SIDE OF THE ENTRANCE, AND 18 INCHES ABOVE THE
 LX0512'DOORSTEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LX0512'STAMPED 136.000 E 8 1923 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2572 ***********************************************************************
 LX2572  DESIGNATION -  E 80
 LX2572  PID         -  LX2572
 LX2572  STATE/COUNTY-  CT/LITCHFIELD
 LX2572  USGS QUAD   -  ROXBURY (1984)
 LX2572
 LX2572                         *CURRENT SURVEY CONTROL
 LX2572  ___________________________________________________________________
 LX2572* NAD 83(1986)-  41 35 19.     (N)    073 15 15.     (W)     SCALED    
 LX2572* NAVD 88     -       134.726  (meters)     442.01   (feet)  ADJUSTED  
 LX2572  ___________________________________________________________________
 LX2572  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2572  DYNAMIC HT  -         134.680 (meters)     441.86  (feet)  COMP
 LX2572  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 LX2572
 LX2572  VERT ORDER  -  FIRST     CLASS II
 LX2572
 LX2572.The horizontal coordinates were scaled from a topographic map and have
 LX2572.an estimated accuracy of +/- 6 seconds.
 LX2572
 LX2572.The orthometric height was determined by differential leveling
 LX2572.and adjusted by the National Geodetic Survey in June 1991..
 LX2572
 LX2572.The geoid height was determined by GEOID03.
 LX2572
 LX2572.The dynamic height is computed by dividing the NAVD 88
 LX2572.geopotential number by the normal gravity value computed on the
 LX2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2572.degrees latitude (g = 980.6199 gals.).
 LX2572
 LX2572.The modeled gravity was interpolated from observed gravity values.
 LX2572
 LX2572;                    North         East    Units  Estimated Accuracy
 LX2572;SPC CT       -   236,400.      262,760.      MT  (+/- 180 meters Scaled)
 LX2572
 LX2572                          SUPERSEDED SURVEY CONTROL
 LX2572
 LX2572.No superseded survey control is available for this station.
 LX2572
 LX2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM455055(NAD 83)
 LX2572_MARKER: I = METAL ROD
 LX2572_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2572+WITH SETTING: INFORMATION.
 LX2572_SP_SET: SHALLOW-SET METAL ROD
 LX2572_STAMPING: E 80 1985
 LX2572_MARK LOGO: NGS   
 LX2572_PROJECTION: FLUSH
 LX2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2572_ROD/PIPE-DEPTH: 1.6  meters
 LX2572
 LX2572  HISTORY     - Date     Condition        Report By
 LX2572  HISTORY     - 1985     MONUMENTED       NGS
 LX2572
 LX2572                          STATION DESCRIPTION
 LX2572
 LX2572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2572'8.2 KM (5.1 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2572'8.2 KM (5.1 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2572'WASHINGTON DEPOT TO THE MARK ON THE RIGHT, ALSO 6.1 KM (3.85 MI) NORTH
 LX2572'ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF U.S. HIGHWAY 6 IN
 LX2572'WOODBURY, 7.2 METERS (23.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2572'7.8 METERS (25.5 FT) SOUTHWEST OF THE END POST OF A GUARD RAIL.
 LX2572'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 LX2572'AND ANCHORED AT 1.6 METERS.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2572'THROUGH A 5-INCH LOGO CAP.
 LX2572'THE MARK IS 0.48 METERS  N FROM  A WITNESS POST
 LX2572'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2395 ***********************************************************************
 LX2395  DESIGNATION -  E 81
 LX2395  PID         -  LX2395
 LX2395  STATE/COUNTY-  CT/NEW HAVEN
 LX2395  USGS QUAD   -  SOUTHBURY (1984)
 LX2395
 LX2395                         *CURRENT SURVEY CONTROL
 LX2395  ___________________________________________________________________
 LX2395* NAD 83(1986)-  41 29 17.     (N)    073 10 34.     (W)     SCALED    
 LX2395* NAVD 88     -       201.889  (meters)     662.36   (feet)  ADJUSTED  
 LX2395  ___________________________________________________________________
 LX2395  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2395  DYNAMIC HT  -         201.821 (meters)     662.14  (feet)  COMP
 LX2395  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LX2395
 LX2395  VERT ORDER  -  FIRST     CLASS II
 LX2395
 LX2395.The horizontal coordinates were scaled from a topographic map and have
 LX2395.an estimated accuracy of +/- 6 seconds.
 LX2395
 LX2395.The orthometric height was determined by differential leveling
 LX2395.and adjusted by the National Geodetic Survey in June 1991..
 LX2395
 LX2395.The geoid height was determined by GEOID03.
 LX2395
 LX2395.The dynamic height is computed by dividing the NAVD 88
 LX2395.geopotential number by the normal gravity value computed on the
 LX2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2395.degrees latitude (g = 980.6199 gals.).
 LX2395
 LX2395.The modeled gravity was interpolated from observed gravity values.
 LX2395
 LX2395;                    North         East    Units  Estimated Accuracy
 LX2395;SPC CT       -   225,200.      269,220.      MT  (+/- 180 meters Scaled)
 LX2395
 LX2395                          SUPERSEDED SURVEY CONTROL
 LX2395
 LX2395.No superseded survey control is available for this station.
 LX2395
 LX2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL522945(NAD 83)
 LX2395_MARKER: DB = BENCH MARK DISK
 LX2395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2395_SP_SET: HEADWALL
 LX2395_STAMPING: E 81 1985
 LX2395_MARK LOGO: NGS   
 LX2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2395+STABILITY: SURFACE MOTION
 LX2395
 LX2395  HISTORY     - Date     Condition        Report By
 LX2395  HISTORY     - 1985     MONUMENTED       NGS
 LX2395
 LX2395                          STATION DESCRIPTION
 LX2395
 LX2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2395'0.2 KM (0.15 MI) SW FROM SOUTHBURY.
 LX2395'0.2 KM (0.15 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL
 LX2395'ROAD OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, ON THE SOUTH SIDE
 LX2395'OF INTERSTATE 84 EASTBOUND IN TOP OF THE NORTH-NORTHWEST END OF A
 LX2395'CONCRETE CULVERT FOR A DRAINAGE DITCH AND STORM DRAIN, 3.81 METERS
 LX2395'(12.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY,
 LX2395'4.6 METERS (15.1 FT) NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST END OF THE
 LX2395'HEADWALL, 3.41 METERS (11.2 FT) SOUTH-SOUTHEAST OF A STEEL CABLE
 LX2395'GUARDRAIL.
 LX2395'THE MARK IS 0.55 METERS  SSE FROM  A WITNESS POST
 LX2395'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2822 ***********************************************************************
 LX2822  DESIGNATION -  E 82
 LX2822  PID         -  LX2822
 LX2822  STATE/COUNTY-  CT/MIDDLESEX
 LX2822  USGS QUAD   -  DURHAM (1984)
 LX2822
 LX2822                         *CURRENT SURVEY CONTROL
 LX2822  ___________________________________________________________________
 LX2822* NAD 83(1986)-  41 27 18.     (N)    072 40 19.     (W)     SCALED    
 LX2822* NAVD 88     -       100.459  (meters)     329.59   (feet)  ADJUSTED  
 LX2822  ___________________________________________________________________
 LX2822  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2822  DYNAMIC HT  -         100.425 (meters)     329.48  (feet)  COMP
 LX2822  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LX2822
 LX2822  VERT ORDER  -  FIRST     CLASS II
 LX2822
 LX2822.The horizontal coordinates were scaled from a topographic map and have
 LX2822.an estimated accuracy of +/- 6 seconds.
 LX2822
 LX2822.The orthometric height was determined by differential leveling
 LX2822.and adjusted by the National Geodetic Survey in June 1991..
 LX2822
 LX2822.The geoid height was determined by GEOID03.
 LX2822
 LX2822.The dynamic height is computed by dividing the NAVD 88
 LX2822.geopotential number by the normal gravity value computed on the
 LX2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2822.degrees latitude (g = 980.6199 gals.).
 LX2822
 LX2822.The modeled gravity was interpolated from observed gravity values.
 LX2822
 LX2822;                    North         East    Units  Estimated Accuracy
 LX2822;SPC CT       -   221,440.      311,320.      MT  (+/- 180 meters Scaled)
 LX2822
 LX2822                          SUPERSEDED SURVEY CONTROL
 LX2822
 LX2822.No superseded survey control is available for this station.
 LX2822
 LX2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL944918(NAD 83)
 LX2822_MARKER: DB = BENCH MARK DISK
 LX2822_SETTING: 66 = SET IN ROCK OUTCROP
 LX2822_SP_SET: ROCK OUTCROP
 LX2822_STAMPING: E 82 1985
 LX2822_MARK LOGO: NGS   
 LX2822_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2822+STABILITY: POSITION/ELEVATION WELL
 LX2822
 LX2822  HISTORY     - Date     Condition        Report By
 LX2822  HISTORY     - 1985     MONUMENTED       NGS
 LX2822
 LX2822                          STATION DESCRIPTION
 LX2822
 LX2822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2822'2.7 KM (1.7 MI) SOUTH FROM DURHAM.
 LX2822'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2822'STATE HIGHWAY 68 IN DURHAM, THENCE 1.4 KM (0.85 MI) SOUTH ALONG STATE
 LX2822'HIGHWAY 79 TO THE MARK ON THE LEFT, 12.34 METERS (40.5 FT) NORTHEAST
 LX2822'OF THE CENTERLINE OF THE HIGHWAY, 6.55 METERS (21.5 FT) NORTHWEST OF
 LX2822'THE CENTER OF OLD BLUE HILLS ROAD.
 LX2822'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2786 ***********************************************************************
 LX2786  DESIGNATION -  E 83
 LX2786  PID         -  LX2786
 LX2786  STATE/COUNTY-  CT/HARTFORD
 LX2786  USGS QUAD   -  NEW BRITAIN (1992)
 LX2786
 LX2786                         *CURRENT SURVEY CONTROL
 LX2786  ___________________________________________________________________
 LX2786* NAD 83(1986)-  41 42 15.     (N)    072 51 44.     (W)     SCALED    
 LX2786* NAVD 88     -        61.954  (meters)     203.26   (feet)  ADJUSTED  
 LX2786  ___________________________________________________________________
 LX2786  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX2786  DYNAMIC HT  -          61.935 (meters)     203.20  (feet)  COMP
 LX2786  MODELED GRAV-     980,325.8   (mgal)                       NAVD 88
 LX2786
 LX2786  VERT ORDER  -  FIRST     CLASS II
 LX2786
 LX2786.The horizontal coordinates were scaled from a topographic map and have
 LX2786.an estimated accuracy of +/- 6 seconds.
 LX2786
 LX2786.The orthometric height was determined by differential leveling
 LX2786.and adjusted by the National Geodetic Survey in June 1991..
 LX2786
 LX2786.The geoid height was determined by GEOID03.
 LX2786
 LX2786.The dynamic height is computed by dividing the NAVD 88
 LX2786.geopotential number by the normal gravity value computed on the
 LX2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2786.degrees latitude (g = 980.6199 gals.).
 LX2786
 LX2786.The modeled gravity was interpolated from observed gravity values.
 LX2786
 LX2786;                    North         East    Units  Estimated Accuracy
 LX2786;SPC CT       -   249,120.      295,460.      MT  (+/- 180 meters Scaled)
 LX2786
 LX2786                          SUPERSEDED SURVEY CONTROL
 LX2786
 LX2786.No superseded survey control is available for this station.
 LX2786
 LX2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM778191(NAD 83)
 LX2786_MARKER: DB = BENCH MARK DISK
 LX2786_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2786_SP_SET: BRIDGE ABUTMENT
 LX2786_STAMPING: E 83 1985
 LX2786_MARK LOGO: NGS   
 LX2786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2786
 LX2786  HISTORY     - Date     Condition        Report By
 LX2786  HISTORY     - 1985     MONUMENTED       NGS
 LX2786
 LX2786                          STATION DESCRIPTION
 LX2786
 LX2786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2786'1.9 KM (1.2 MI) SW FROM FARMINGTON.
 LX2786'1.9 KM (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE STATE HIGHWAY
 LX2786'10 OVERPASS IN FARMINGTON TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2786'FIRST STEP OF THE NORTHEAST ABUTMENT OF THE RAILROAD OVERPASS, 1.6 KM
 LX2786'(1.0 MI) NORTHEAST OF THE INTERSECTION OF STATE HIGHWAY 177, 6.64
 LX2786'METERS (21.8 FT) NORTH-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LX2786'9.91 METERS (32.5 FT) NORTHWEST OF UTILITY BRACE POLE NUMBER 6177 WITH
 LX2786'A GUY WIRE, 6.28 METERS (20.6 FT) WEST OF A WOODEN POLE NUMBER 468
 LX2786'WITH METAL SIGN (TRANSCONTINENTAL CABLE ROUTE).
 LX2786'THE MARK IS 1.37 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2640 ***********************************************************************
 LX2640  DESIGNATION -  E 84
 LX2640  PID         -  LX2640
 LX2640  STATE/COUNTY-  CT/MIDDLESEX
 LX2640  USGS QUAD   -  DEEP RIVER (1971)
 LX2640
 LX2640                         *CURRENT SURVEY CONTROL
 LX2640  ___________________________________________________________________
 LX2640* NAD 83(1986)-  41 24 03.     (N)    072 29 33.     (W)     SCALED    
 LX2640* NAVD 88     -        74.885  (meters)     245.69   (feet)  ADJUSTED  
 LX2640  ___________________________________________________________________
 LX2640  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX2640  DYNAMIC HT  -          74.859 (meters)     245.60  (feet)  COMP
 LX2640  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LX2640
 LX2640  VERT ORDER  -  FIRST     CLASS II
 LX2640
 LX2640.The horizontal coordinates were scaled from a topographic map and have
 LX2640.an estimated accuracy of +/- 6 seconds.
 LX2640
 LX2640.The orthometric height was determined by differential leveling
 LX2640.and adjusted by the National Geodetic Survey in June 1991..
 LX2640
 LX2640.The geoid height was determined by GEOID03.
 LX2640
 LX2640.The dynamic height is computed by dividing the NAVD 88
 LX2640.geopotential number by the normal gravity value computed on the
 LX2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2640.degrees latitude (g = 980.6199 gals.).
 LX2640
 LX2640.The modeled gravity was interpolated from observed gravity values.
 LX2640
 LX2640;                    North         East    Units  Estimated Accuracy
 LX2640;SPC CT       -   215,460.      326,330.      MT  (+/- 180 meters Scaled)
 LX2640
 LX2640                          SUPERSEDED SURVEY CONTROL
 LX2640
 LX2640.No superseded survey control is available for this station.
 LX2640
 LX2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL096862(NAD 83)
 LX2640_MARKER: DB = BENCH MARK DISK
 LX2640_SETTING: 66 = SET IN ROCK OUTCROP
 LX2640_SP_SET: ROCK OUTCROP
 LX2640_STAMPING: E 84 1985
 LX2640_MARK LOGO: NGS   
 LX2640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2640+STABILITY: POSITION/ELEVATION WELL
 LX2640
 LX2640  HISTORY     - Date     Condition        Report By
 LX2640  HISTORY     - 1985     MONUMENTED       NGS
 LX2640  HISTORY     - 1989     GOOD             USPSQD
 LX2640  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX2640
 LX2640                          STATION DESCRIPTION
 LX2640
 LX2640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2640'3.7 KM (2.3 MI) WEST FROM CHESTER.
 LX2640'3.7 KM (2.3 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2640'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, 5.3 METERS (17.5
 LX2640'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LX2640'THE MARK IS 1.8 METERS  W FROM  A WITNESS POST
 LX2640'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2640
 LX2640                          STATION RECOVERY (1989)
 LX2640
 LX2640'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2640'RECOVERED IN GOOD CONDITION.
 LX2640
 LX2640                          STATION RECOVERY (1998)
 LX2640
 LX2640'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX2640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2946 ***********************************************************************
 LX2946  DESIGNATION -  E 85
 LX2946  PID         -  LX2946
 LX2946  STATE/COUNTY-  CT/TOLLAND
 LX2946  USGS QUAD   -  ROCKVILLE (1984)
 LX2946
 LX2946                         *CURRENT SURVEY CONTROL
 LX2946  ___________________________________________________________________
 LX2946* NAD 83(1986)-  41 50 27.     (N)    072 29 22.     (W)     SCALED    
 LX2946* NAVD 88     -        71.478  (meters)     234.51   (feet)  ADJUSTED  
 LX2946  ___________________________________________________________________
 LX2946  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2946  DYNAMIC HT  -          71.455 (meters)     234.43  (feet)  COMP
 LX2946  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 LX2946
 LX2946  VERT ORDER  -  FIRST     CLASS II
 LX2946
 LX2946.The horizontal coordinates were scaled from a topographic map and have
 LX2946.an estimated accuracy of +/- 6 seconds.
 LX2946
 LX2946.The orthometric height was determined by differential leveling
 LX2946.and adjusted by the National Geodetic Survey in June 1991..
 LX2946
 LX2946.The geoid height was determined by GEOID03.
 LX2946
 LX2946.The dynamic height is computed by dividing the NAVD 88
 LX2946.geopotential number by the normal gravity value computed on the
 LX2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2946.degrees latitude (g = 980.6199 gals.).
 LX2946
 LX2946.The modeled gravity was interpolated from observed gravity values.
 LX2946
 LX2946;                    North         East    Units  Estimated Accuracy
 LX2946;SPC CT       -   264,330.      326,440.      MT  (+/- 180 meters Scaled)
 LX2946
 LX2946                          SUPERSEDED SURVEY CONTROL
 LX2946
 LX2946.No superseded survey control is available for this station.
 LX2946
 LX2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM084351(NAD 83)
 LX2946_MARKER: I = METAL ROD
 LX2946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2946_SP_SET: STAINLESS STEEL ROD
 LX2946_STAMPING: E 85 1986
 LX2946_MARK LOGO: NGS   
 LX2946_PROJECTION: FLUSH
 LX2946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2946_ROD/PIPE-DEPTH: 3.66 meters
 LX2946
 LX2946  HISTORY     - Date     Condition        Report By
 LX2946  HISTORY     - 1986     MONUMENTED       NGS
 LX2946  HISTORY     - 19950826 GOOD             USPSQD
 LX2946
 LX2946                          STATION DESCRIPTION
 LX2946
 LX2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2946'4.2 KM (2.6 MI) SW FROM ROCKVILLE.
 LX2946'4.2 KM (2.60 MI) SOUTHWEST ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 LX2946'STATE HIGHWAY 74 IN ROCKVILLE TO THE MARK ON THE LEFT.  IT IS 11.83
 LX2946'METERS (38.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 10.24 METERS
 LX2946'(33.6 FT) NORTH OF THE CENTER OF WILSHIRE ROAD AND 1.00 METERS (3.3
 LX2946'FT) EAST OF SNET POLE NO. 453 WITH ONE GUY WIRE AND A STREET LAMP.
 LX2946'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2946'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2946
 LX2946                          STATION RECOVERY (1995)
 LX2946
 LX2946'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2913 ***********************************************************************
 LX2913  DESIGNATION -  E 86
 LX2913  PID         -  LX2913
 LX2913  STATE/COUNTY-  CT/TOLLAND
 LX2913  USGS QUAD   -  ELLINGTON (1984)
 LX2913
 LX2913                         *CURRENT SURVEY CONTROL
 LX2913  ___________________________________________________________________
 LX2913* NAD 83(1986)-  41 52 39.     (N)    072 23 13.     (W)     SCALED    
 LX2913* NAVD 88     -       263.228  (meters)     863.61   (feet)  ADJUSTED  
 LX2913  ___________________________________________________________________
 LX2913  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX2913  DYNAMIC HT  -         263.139 (meters)     863.32  (feet)  COMP
 LX2913  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LX2913
 LX2913  VERT ORDER  -  FIRST     CLASS II
 LX2913
 LX2913.The horizontal coordinates were scaled from a topographic map and have
 LX2913.an estimated accuracy of +/- 6 seconds.
 LX2913
 LX2913.The orthometric height was determined by differential leveling
 LX2913.and adjusted by the National Geodetic Survey in June 1991..
 LX2913
 LX2913.The geoid height was determined by GEOID03.
 LX2913
 LX2913.The dynamic height is computed by dividing the NAVD 88
 LX2913.geopotential number by the normal gravity value computed on the
 LX2913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2913.degrees latitude (g = 980.6199 gals.).
 LX2913
 LX2913.The modeled gravity was interpolated from observed gravity values.
 LX2913
 LX2913;                    North         East    Units  Estimated Accuracy
 LX2913;SPC CT       -   268,430.      334,940.      MT  (+/- 180 meters Scaled)
 LX2913
 LX2913                          SUPERSEDED SURVEY CONTROL
 LX2913
 LX2913.No superseded survey control is available for this station.
 LX2913
 LX2913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM168394(NAD 83)
 LX2913_MARKER: DB = BENCH MARK DISK
 LX2913_SETTING: 66 = SET IN ROCK OUTCROP
 LX2913_SP_SET: ROCK OUTCROP
 LX2913_STAMPING: E 86 1986
 LX2913_MARK LOGO: NGS   
 LX2913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2913+STABILITY: POSITION/ELEVATION WELL
 LX2913
 LX2913  HISTORY     - Date     Condition        Report By
 LX2913  HISTORY     - 1986     MONUMENTED       NGS
 LX2913  HISTORY     - 19950826 GOOD             USPSQD
 LX2913
 LX2913                          STATION DESCRIPTION
 LX2913
 LX2913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2913'9.7 KM (6.0 MI) EAST FROM ROCKVILLE.
 LX2913'9.70 KM (6.0 MI) EAST ALONG STATE HIGHWAY 74 FROM THE VERNON ROCKVILLE
 LX2913'POST OFFICE IN ROCKVILLE TO THE MARK ON THE LEFT.  ALSO 1.53 KM (0.95
 LX2913'MI) WEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE IN TOLLAND TO THE
 LX2913'MARK ON THE RIGHT.  IT IS 8.08 METERS (26.5 FT) NORTH OF THE
 LX2913'CENTERLINE OF HIGHWAY, 19.87 METERS (65.2 FT) EAST FROM SNET POLE NO.
 LX2913'153 WITH FOUR GUY WIRES GOING TO TWO ANCHORS AND 14.33 METERS (47.0
 LX2913'FT) WEST FROM SNET POLE NO. 154 WITH TWO GUY WIRES GOING TO ONE
 LX2913'ANCHOR.
 LX2913'THE MARK IS 1.22 M ABOVE HIGHWAY.
 LX2913
 LX2913                          STATION RECOVERY (1995)
 LX2913
 LX2913'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2963 ***********************************************************************
 LX2963  DESIGNATION -  E 87
 LX2963  PID         -  LX2963
 LX2963  STATE/COUNTY-  CT/TOLLAND
 LX2963  USGS QUAD   -  COVENTRY (1983)
 LX2963
 LX2963                         *CURRENT SURVEY CONTROL
 LX2963  ___________________________________________________________________
 LX2963* NAD 83(1986)-  41 47 57.     (N)    072 21 01.     (W)     SCALED    
 LX2963* NAVD 88     -       145.476  (meters)     477.28   (feet)  ADJUSTED  
 LX2963  ___________________________________________________________________
 LX2963  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX2963  DYNAMIC HT  -         145.425 (meters)     477.12  (feet)  COMP
 LX2963  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LX2963
 LX2963  VERT ORDER  -  FIRST     CLASS II
 LX2963
 LX2963.The horizontal coordinates were scaled from a topographic map and have
 LX2963.an estimated accuracy of +/- 6 seconds.
 LX2963
 LX2963.The orthometric height was determined by differential leveling
 LX2963.and adjusted by the National Geodetic Survey in June 1991..
 LX2963
 LX2963.The geoid height was determined by GEOID03.
 LX2963
 LX2963.The dynamic height is computed by dividing the NAVD 88
 LX2963.geopotential number by the normal gravity value computed on the
 LX2963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2963.degrees latitude (g = 980.6199 gals.).
 LX2963
 LX2963.The modeled gravity was interpolated from observed gravity values.
 LX2963
 LX2963;                    North         East    Units  Estimated Accuracy
 LX2963;SPC CT       -   259,740.      338,020.      MT  (+/- 180 meters Scaled)
 LX2963
 LX2963                          SUPERSEDED SURVEY CONTROL
 LX2963
 LX2963.No superseded survey control is available for this station.
 LX2963
 LX2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM201308(NAD 83)
 LX2963_MARKER: DB = BENCH MARK DISK
 LX2963_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2963_SP_SET: BRIDGE ABUTMENT
 LX2963_STAMPING: E 87 1986
 LX2963_MARK LOGO: NGS   
 LX2963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2963
 LX2963  HISTORY     - Date     Condition        Report By
 LX2963  HISTORY     - 1986     MONUMENTED       NGS
 LX2963
 LX2963                          STATION DESCRIPTION
 LX2963
 LX2963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2963'1.8 KM (1.1 MI) EAST FROM NORTH COVENTRY.
 LX2963'1.8 KM (1.1 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2963'HIGHWAY 31 SOUTH IN NORTH COVENTRY TO THE MARK ON THE RIGHT IN TOP OF
 LX2963'THE SOUTH END OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE
 LX2963'SKUNGAMAUG RIVER.  IT IS 4.72 METERS (15.5 FT) SOUTH OF THE CENTERLINE
 LX2963'OF THE HIGHWAY AND 0.24 METERS (0.8 FT) EAST OF THE WEST EDGE OF THE
 LX2963'ABUTMENT.
 LX2963'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1786 ***********************************************************************
 LW1786  DESIGNATION -  E 88
 LW1786  PID         -  LW1786
 LW1786  STATE/COUNTY-  CT/WINDHAM
 LW1786  USGS QUAD   -  PUTNAM (1970)
 LW1786
 LW1786                         *CURRENT SURVEY CONTROL
 LW1786  ___________________________________________________________________
 LW1786* NAD 83(1986)-  41 55 57.     (N)    071 53 39.     (W)     SCALED    
 LW1786* NAVD 88     -       101.657  (meters)     333.52   (feet)  ADJUSTED  
 LW1786  ___________________________________________________________________
 LW1786  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW1786  DYNAMIC HT  -         101.624 (meters)     333.41  (feet)  COMP
 LW1786  MODELED GRAV-     980,298.6   (mgal)                       NAVD 88
 LW1786
 LW1786  VERT ORDER  -  FIRST     CLASS II
 LW1786
 LW1786.The horizontal coordinates were scaled from a topographic map and have
 LW1786.an estimated accuracy of +/- 6 seconds.
 LW1786
 LW1786.The orthometric height was determined by differential leveling
 LW1786.and adjusted by the National Geodetic Survey in June 1991..
 LW1786
 LW1786.The geoid height was determined by GEOID03.
 LW1786
 LW1786.The dynamic height is computed by dividing the NAVD 88
 LW1786.geopotential number by the normal gravity value computed on the
 LW1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1786.degrees latitude (g = 980.6199 gals.).
 LW1786
 LW1786.The modeled gravity was interpolated from observed gravity values.
 LW1786
 LW1786;                    North         East    Units  Estimated Accuracy
 LW1786;SPC CT       -   274,830.      375,780.      MT  (+/- 180 meters Scaled)
 LW1786
 LW1786                          SUPERSEDED SURVEY CONTROL
 LW1786
 LW1786.No superseded survey control is available for this station.
 LW1786
 LW1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG600463(NAD 83)
 LW1786_MARKER: DB = BENCH MARK DISK
 LW1786_SETTING: 66 = SET IN ROCK OUTCROP
 LW1786_SP_SET: ROCK OUTCROP
 LW1786_STAMPING: E 88 1986
 LW1786_MARK LOGO: NGS   
 LW1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1786+STABILITY: POSITION/ELEVATION WELL
 LW1786
 LW1786  HISTORY     - Date     Condition        Report By
 LW1786  HISTORY     - 1986     MONUMENTED       NGS
 LW1786  HISTORY     - 19961207 GOOD             USPSQD
 LW1786
 LW1786                          STATION DESCRIPTION
 LW1786
 LW1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1786'2.4 KM (1.5 MI) NORTH FROM PUTNAM.
 LW1786'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF MAIN
 LW1786'STREET IN PUTNAM, THENCE 1.2 KM (0.75 MI) NORTH ALONG STATE HIGHWAY
 LW1786'12 TO THE MARK ON THE RIGHT IN TOP OF A SMALL ROCK OUTCROP.  IT IS
 LW1786'6.71 METERS (22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 18.88
 LW1786'METERS (61.9 FT) NORTH OF UTILITY POLE NO. 46.
 LW1786'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LW1786'THE MARK IS 0.6 M ABOVE HIGHWAY.
 LW1786
 LW1786                          STATION RECOVERY (1996)
 LW1786
 LW1786'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1817 ***********************************************************************
 LW1817  DESIGNATION -  E 89
 LW1817  PID         -  LW1817
 LW1817  STATE/COUNTY-  CT/NEW LONDON
 LW1817  USGS QUAD   -  VOLUNTOWN (1975)
 LW1817
 LW1817                         *CURRENT SURVEY CONTROL
 LW1817  ___________________________________________________________________
 LW1817* NAD 83(1986)-  41 37 03.     (N)    071 50 34.     (W)     SCALED    
 LW1817* NAVD 88     -       145.070  (meters)     475.95   (feet)  ADJUSTED  
 LW1817  ___________________________________________________________________
 LW1817  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LW1817  DYNAMIC HT  -         145.016 (meters)     475.77  (feet)  COMP
 LW1817  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 LW1817
 LW1817  VERT ORDER  -  FIRST     CLASS II
 LW1817
 LW1817.The horizontal coordinates were scaled from a topographic map and have
 LW1817.an estimated accuracy of +/- 6 seconds.
 LW1817
 LW1817.The orthometric height was determined by differential leveling
 LW1817.and adjusted by the National Geodetic Survey in June 1991..
 LW1817
 LW1817.The geoid height was determined by GEOID03.
 LW1817
 LW1817.The dynamic height is computed by dividing the NAVD 88
 LW1817.geopotential number by the normal gravity value computed on the
 LW1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1817.degrees latitude (g = 980.6199 gals.).
 LW1817
 LW1817.The modeled gravity was interpolated from observed gravity values.
 LW1817
 LW1817;                    North         East    Units  Estimated Accuracy
 LW1817;SPC CT       -   239,890.      380,410.      MT  (+/- 180 meters Scaled)
 LW1817
 LW1817                          SUPERSEDED SURVEY CONTROL
 LW1817
 LW1817.No superseded survey control is available for this station.
 LW1817
 LW1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG631112(NAD 83)
 LW1817_MARKER: I = METAL ROD
 LW1817_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LW1817+WITH SETTING: INFORMATION.
 LW1817_SP_SET: STAINLESS STEEL ROD
 LW1817_STAMPING: E 89 1986
 LW1817_MARK LOGO: NGS   
 LW1817_PROJECTION: FLUSH
 LW1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1817_ROD/PIPE-DEPTH: 2.51 meters
 LW1817
 LW1817  HISTORY     - Date     Condition        Report By
 LW1817  HISTORY     - 1986     MONUMENTED       NGS
 LW1817
 LW1817                          STATION DESCRIPTION
 LW1817
 LW1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1817'5.3 KM (3.3 MI) NORTH FROM VOLUNTOWN.
 LW1817'5.3 KM (3.3 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1817'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE MARK ON THE LEFT.  IT
 LW1817'IS 5.97 METERS (19.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LW1817'5.18 METERS (17.0 FT) SOUTHEAST OF A STONE WALL WHICH PARALLELS THE
 LW1817'HIGHWAY AND 0.82 METERS (2.7 FT) SOUTH OF UTILITY POLE NO. 962
 LW1817'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1817'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0005 ***********************************************************************
 LX0005  DESIGNATION -  E 9
 LX0005  PID         -  LX0005
 LX0005  STATE/COUNTY-  CT/TOLLAND
 LX0005  USGS QUAD   -  ROCKVILLE (1984)
 LX0005
 LX0005                         *CURRENT SURVEY CONTROL
 LX0005  ___________________________________________________________________
 LX0005* NAD 83(1986)-  41 46 05.     (N)    072 24 29.     (W)     SCALED    
 LX0005* NAVD 88     -       147.503  (meters)     483.93   (feet)  POSTED    
 LX0005  ___________________________________________________________________
 LX0005  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX0005  DYNAMIC HT  -         147.450 (meters)     483.76  (feet)  COMP
 LX0005  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LX0005
 LX0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0005
 LX0005.The horizontal coordinates were scaled from a topographic map and have
 LX0005.an estimated accuracy of +/- 6 seconds.
 LX0005
 LX0005.The orthometric height was determined by differential leveling
 LX0005.and adjusted by the National Geodetic Survey in 1992..
 LX0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0005.rate of 0.0 thru 1.0 mm/km.
 LX0005
 LX0005.The geoid height was determined by GEOID03.
 LX0005
 LX0005.The dynamic height is computed by dividing the NAVD 88
 LX0005.geopotential number by the normal gravity value computed on the
 LX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0005.degrees latitude (g = 980.6199 gals.).
 LX0005
 LX0005.The modeled gravity was interpolated from observed gravity values.
 LX0005
 LX0005;                    North         East    Units  Estimated Accuracy
 LX0005;SPC CT       -   256,270.      333,230.      MT  (+/- 180 meters Scaled)
 LX0005
 LX0005                          SUPERSEDED SURVEY CONTROL
 LX0005
 LX0005  NGVD 29 (??/??/92)  147.740  (m)          484.71   (f) ADJ UNCH    1 2
 LX0005
 LX0005.Superseded values are not recommended for survey control.
 LX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0005.See file dsdata.txt to determine how the superseded data were derived.
 LX0005
 LX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM154272(NAD 83)
 LX0005_MARKER: DB = BENCH MARK DISK
 LX0005_SETTING: 66 = SET IN ROCK OUTCROP
 LX0005_SP_SET: ROCK CUT
 LX0005_STAMPING: ELEV 484.710 FT E 9 1923
 LX0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0005+STABILITY: POSITION/ELEVATION WELL
 LX0005
 LX0005  HISTORY     - Date     Condition        Report By
 LX0005  HISTORY     - 1923     MONUMENTED       CGS
 LX0005  HISTORY     - 1951     GOOD             NGS
 LX0005  HISTORY     - 1984     GOOD             USPSQD
 LX0005  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0005
 LX0005                          STATION DESCRIPTION
 LX0005
 LX0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0005'3 MI W FROM ANDOVER.
 LX0005'ABOUT 3 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0005'RAILROAD FROM ANDOVER, TOLLAND COUNTY, 17-1/2 RAILS SOUTH OF
 LX0005'MILEPOST B 98, 25 RAILS SOUTH OF AN ABANDONED ROAD CROSSING,
 LX0005'7-3/4 RAILS NORTH OF A SECTIONHOUSE, 7.5 FEET WEST OF THE WEST
 LX0005'RAIL ON THE INSIDE OF A CURVE, ON A SHELF IN THE WALL OF A ROCK
 LX0005'CUT, AND ABOUT 3 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED
 LX0005'ELEV 484.710 FT E 9 1923.  NOTE-- THIS MARK MAY ALSO BE
 LX0005'REACHED FROM THE BURNAP SKINNER MEMORIAL LIBRARY AT ANDOVER
 LX0005'BY GOING 2.7 MILES NORTH ALONG U.S. HIGHWAY 6 ALT. TO THE
 LX0005'JUNCTION OF AN ABANDONED ROAD LEADING NORTHWEST, THENCE ALONG
 LX0005'THE ABANDONED ROAD TO THE RAILROAD RIGHT-OF-WAY.
 LX0005
 LX0005                          STATION RECOVERY (1984)
 LX0005
 LX0005'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0005'THIS SECTION OF THE RAILROAD HAS NOT BEEN IN OPERATION FOR MANY YEARS
 LX0005'AND THE RAILS, TIES AND SECTION HOUSE HAVE BEEN REMOVED: THEREFORE
 LX0005'DISTANCES ARE APPROX. 215 FEET , ABANDONED ROAD CROSSING TO MILE POST
 LX0005'B 98, FROM B 98 TO BENCHMARK LOCATION IS APPROX. 525 FEET. MILEPOST
 LX0005'HAS BEEN DISTURBED AND IS ALMOST LYING FLAT.
 LX0005
 LX0005                          STATION RECOVERY (1984)
 LX0005
 LX0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0005'NOT RECOVERED, THE ROCK CUT WAS FOUND BUT NO EVIDENCE OF MARK WAS
 LX0005'FOUND AFTER SEVERAL ROCK SHELVES WERE CLEARED, THE MILEPOST AND
 LX0005'SECTION HOUSE NO LONGER EXIST AND TRACKS HAVE BEEN REMOVED, MARK IS
 LX0005'BELIEVED TO EXIST IF EXACT LOCATION COULD BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3342 ***********************************************************************
 LX3342  DESIGNATION -  E 90
 LX3342  PID         -  LX3342
 LX3342  STATE/COUNTY-  CT/NEW LONDON
 LX3342  USGS QUAD   -  NIANTIC (1983)
 LX3342
 LX3342                         *CURRENT SURVEY CONTROL
 LX3342  ___________________________________________________________________
 LX3342* NAD 83(1986)-  41 22 14.     (N)    072 12 40.     (W)     SCALED    
 LX3342* NAVD 88     -        22.188  (meters)      72.80   (feet)  ADJUSTED  
 LX3342  ___________________________________________________________________
 LX3342  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX3342  DYNAMIC HT  -          22.181 (meters)      72.77  (feet)  COMP
 LX3342  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LX3342
 LX3342  VERT ORDER  -  FIRST     CLASS II
 LX3342
 LX3342.The horizontal coordinates were scaled from a topographic map and have
 LX3342.an estimated accuracy of +/- 6 seconds.
 LX3342
 LX3342.The orthometric height was determined by differential leveling
 LX3342.and adjusted by the National Geodetic Survey in June 1991..
 LX3342
 LX3342.The geoid height was determined by GEOID03.
 LX3342
 LX3342.The dynamic height is computed by dividing the NAVD 88
 LX3342.geopotential number by the normal gravity value computed on the
 LX3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3342.degrees latitude (g = 980.6199 gals.).
 LX3342
 LX3342.The modeled gravity was interpolated from observed gravity values.
 LX3342
 LX3342;                    North         East    Units  Estimated Accuracy
 LX3342;SPC CT       -   212,200.      349,880.      MT  (+/- 180 meters Scaled)
 LX3342
 LX3342                          SUPERSEDED SURVEY CONTROL
 LX3342
 LX3342.No superseded survey control is available for this station.
 LX3342
 LX3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL332836(NAD 83)
 LX3342_MARKER: DB = BENCH MARK DISK
 LX3342_SETTING: 66 = SET IN ROCK OUTCROP
 LX3342_SP_SET: ROCK CUT
 LX3342_STAMPING: E 90 1986
 LX3342_MARK LOGO: NGS   
 LX3342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3342+STABILITY: POSITION/ELEVATION WELL
 LX3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3342+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2003
 LX3342
 LX3342  HISTORY     - Date     Condition        Report By
 LX3342  HISTORY     - 1986     MONUMENTED       NGS
 LX3342  HISTORY     - 1989     GOOD             USPSQD
 LX3342  HISTORY     - 1990     GOOD             USPSQD
 LX3342  HISTORY     - 20030425 GOOD             USPSQD
 LX3342
 LX3342                          STATION DESCRIPTION
 LX3342
 LX3342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3342'0.5 KM (0.3 MI) NORTH FROM FLANDERS.
 LX3342'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 161 FROM THE INTERSECTION OF
 LX3342'U.S. HIGHWAY 1 IN FLANDERS TO THE MARK ON THE LEFT IN A ROAK CUT AND
 LX3342'ACROSS THE HIGHWAY FROM A TWO-STORY FRAME HOUSE NO. 51, 0.25 KM (0.15
 LX3342'MI) NORTH OF THE ENTRANCE AND EXIT TO EAST LYME HIGH SCHOOL, 7.62
 LX3342'METERS (25.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LX3342'THE MARK IS 1.83 M ABOVE HIGHWAY.
 LX3342
 LX3342                          STATION RECOVERY (1989)
 LX3342
 LX3342'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3342'RECOVERED IN GOOD CONDITION.
 LX3342
 LX3342                          STATION RECOVERY (1990)
 LX3342
 LX3342'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3342'RECOVERED IN GOOD CONDITION.
 LX3342
 LX3342                          STATION RECOVERY (2003)
 LX3342
 LX3342'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX3342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3133 ***********************************************************************
 LX3133  DESIGNATION -  E 91
 LX3133  PID         -  LX3133
 LX3133  STATE/COUNTY-  CT/HARTFORD
 LX3133  USGS QUAD   -  GLASTONBURY (1992)
 LX3133
 LX3133                         *CURRENT SURVEY CONTROL
 LX3133  ___________________________________________________________________
 LX3133* NAD 83(1986)-  41 41 05.     (N)    072 36 03.     (W)     SCALED    
 LX3133* NAVD 88     -        21.855  (meters)      71.70   (feet)  ADJUSTED  
 LX3133  ___________________________________________________________________
 LX3133  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3133  DYNAMIC HT  -          21.848 (meters)      71.68  (feet)  COMP
 LX3133  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 LX3133
 LX3133  VERT ORDER  -  FIRST     CLASS II
 LX3133
 LX3133.The horizontal coordinates were scaled from a topographic map and have
 LX3133.an estimated accuracy of +/- 6 seconds.
 LX3133
 LX3133.The orthometric height was determined by differential leveling
 LX3133.and adjusted by the National Geodetic Survey in June 1991..
 LX3133
 LX3133.The geoid height was determined by GEOID03.
 LX3133
 LX3133.The dynamic height is computed by dividing the NAVD 88
 LX3133.geopotential number by the normal gravity value computed on the
 LX3133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3133.degrees latitude (g = 980.6199 gals.).
 LX3133
 LX3133.The modeled gravity was interpolated from observed gravity values.
 LX3133
 LX3133;                    North         East    Units  Estimated Accuracy
 LX3133;SPC CT       -   246,970.      317,220.      MT  (+/- 180 meters Scaled)
 LX3133
 LX3133                          SUPERSEDED SURVEY CONTROL
 LX3133
 LX3133.No superseded survey control is available for this station.
 LX3133
 LX3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM996175(NAD 83)
 LX3133_MARKER: I = METAL ROD
 LX3133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3133_SP_SET: STAINLESS STEEL ROD
 LX3133_STAMPING: E 91 1986
 LX3133_MARK LOGO: NGS   
 LX3133_PROJECTION: FLUSH
 LX3133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3133_ROD/PIPE-DEPTH: 18.9 meters
 LX3133
 LX3133  HISTORY     - Date     Condition        Report By
 LX3133  HISTORY     - 1986     MONUMENTED       NGS
 LX3133
 LX3133                          STATION DESCRIPTION
 LX3133
 LX3133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3133'2.3 KM (1.4 MI) NORTH FROM SOUTH GLASTONBURY.
 LX3133'2.3 KM (1.4 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 LX3133'SOUTH GLASTONBURY TO THE MARK ON THE LEFT AT THE INTERSECTION OF MAIN
 LX3133'STREET AND ACROSS THE SOUTHBOUND LANE OF MAIN STREET IN FRONT OF HOUSE
 LX3133'NO. 1441.  ALSO 3.2 KM (2.0 MI) SOUTH ALONG MAIN STREET FROM THE
 LX3133'INTERSECTION OF HEBRON AVENUE TO THE MARK ON THE LEFT.  IT IS 12.1
 LX3133'METERS (40.0 FT) WEST-NORTHWEST OF THE CENTER OF THE SOUTHBOUND LANE
 LX3133'OF STATE HIGHWAY 17, 10.5 METERS (34.5 FT) SOUTHWEST OF THE CENTER OF
 LX3133'THE NORTHBOUND LANE OF MAIN STREET, 9.2 METERS (30.5 FT) NORTHEAST OF
 LX3133'THE CENTER OF THE SOUTHBOUND LANE OF MAIN STREET AND 0.73 METERS (2.4
 LX3133'FT) NORTH OF A SIGN FOR MAIN STREET.
 LX3133'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3133'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3133'THE MARK IS 0.30 M BELOW HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3070 ***********************************************************************
 LX3070  DESIGNATION -  E 92
 LX3070  PID         -  LX3070
 LX3070  STATE/COUNTY-  CT/MIDDLESEX
 LX3070  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3070
 LX3070                         *CURRENT SURVEY CONTROL
 LX3070  ___________________________________________________________________
 LX3070* NAD 83(1986)-  41 34 09.     (N)    072 35 44.     (W)     SCALED    
 LX3070* NAVD 88     -        50.769  (meters)     166.56   (feet)  ADJUSTED  
 LX3070  ___________________________________________________________________
 LX3070  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX3070  DYNAMIC HT  -          50.752 (meters)     166.51  (feet)  COMP
 LX3070  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LX3070
 LX3070  VERT ORDER  -  FIRST     CLASS II
 LX3070
 LX3070.The horizontal coordinates were scaled from a topographic map and have
 LX3070.an estimated accuracy of +/- 6 seconds.
 LX3070
 LX3070.The orthometric height was determined by differential leveling
 LX3070.and adjusted by the National Geodetic Survey in June 1991..
 LX3070
 LX3070.The geoid height was determined by GEOID03.
 LX3070
 LX3070.The dynamic height is computed by dividing the NAVD 88
 LX3070.geopotential number by the normal gravity value computed on the
 LX3070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3070.degrees latitude (g = 980.6199 gals.).
 LX3070
 LX3070.The modeled gravity was interpolated from observed gravity values.
 LX3070
 LX3070;                    North         East    Units  Estimated Accuracy
 LX3070;SPC CT       -   234,130.      317,680.      MT  (+/- 180 meters Scaled)
 LX3070
 LX3070                          SUPERSEDED SURVEY CONTROL
 LX3070
 LX3070.No superseded survey control is available for this station.
 LX3070
 LX3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM004047(NAD 83)
 LX3070_MARKER: I = METAL ROD
 LX3070_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3070+WITH SETTING: INFORMATION.
 LX3070_SP_SET: STAINLESS STEEL ROD
 LX3070_STAMPING: E 92 1986
 LX3070_MARK LOGO: NGS   
 LX3070_PROJECTION: FLUSH
 LX3070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3070_ROD/PIPE-DEPTH: 0.79 meters
 LX3070
 LX3070  HISTORY     - Date     Condition        Report By
 LX3070  HISTORY     - 1986     MONUMENTED       NGS
 LX3070  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX3070
 LX3070                          STATION DESCRIPTION
 LX3070
 LX3070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3070'4.5 KM (2.8 MI) SE FROM PORTLAND.
 LX3070'4.5 KM (2.8 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX3070'STATE HIGHWAY 17A IN PORTLAND TO THE MARK ON THE LEFT, ACROSS THE
 LX3070'HIGHWAY FROM POWER POLE NO. 442, 9.2 METERS (30.2 FT) NORTHEAST OF THE
 LX3070'CENTERLINE OF THE HIGHWAY, 14.9 METERS (49.0 FT) NORTH OF THE
 LX3070'EXTENDED CENTER OF KENNEDY DRIVEWAY.
 LX3070'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3070'THE MARK IS 0.39 METERS  N FROM  A WITNESS POST
 LX3070'THE MARK IS 0.30 M BELOW HIGHWAY.
 LX3070
 LX3070                          STATION RECOVERY (1997)
 LX3070
 LX3070'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3041 ***********************************************************************
 LX3041  DESIGNATION -  E 93
 LX3041  PID         -  LX3041
 LX3041  STATE/COUNTY-  CT/TOLLAND
 LX3041  USGS QUAD   -  WILLIMANTIC (1984)
 LX3041
 LX3041                         *CURRENT SURVEY CONTROL
 LX3041  ___________________________________________________________________
 LX3041* NAD 83(1986)-  41 44 33.     (N)    072 11 48.     (W)     SCALED    
 LX3041* NAVD 88     -        66.508  (meters)     218.20   (feet)  ADJUSTED  
 LX3041  ___________________________________________________________________
 LX3041  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3041  DYNAMIC HT  -          66.485 (meters)     218.13  (feet)  COMP
 LX3041  MODELED GRAV-     980,278.1   (mgal)                       NAVD 88
 LX3041
 LX3041  VERT ORDER  -  FIRST     CLASS II
 LX3041
 LX3041.The horizontal coordinates were scaled from a topographic map and have
 LX3041.an estimated accuracy of +/- 6 seconds.
 LX3041
 LX3041.The orthometric height was determined by differential leveling
 LX3041.and adjusted by the National Geodetic Survey in June 1991..
 LX3041
 LX3041.The geoid height was determined by GEOID03.
 LX3041
 LX3041.The dynamic height is computed by dividing the NAVD 88
 LX3041.geopotential number by the normal gravity value computed on the
 LX3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3041.degrees latitude (g = 980.6199 gals.).
 LX3041
 LX3041.The modeled gravity was interpolated from observed gravity values.
 LX3041
 LX3041;                    North         East    Units  Estimated Accuracy
 LX3041;SPC CT       -   253,520.      350,830.      MT  (+/- 180 meters Scaled)
 LX3041
 LX3041                          SUPERSEDED SURVEY CONTROL
 LX3041
 LX3041.No superseded survey control is available for this station.
 LX3041
 LX3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM331249(NAD 83)
 LX3041_MARKER: DB = BENCH MARK DISK
 LX3041_SETTING: 66 = SET IN ROCK OUTCROP
 LX3041_SP_SET: ROCK OUTCROP
 LX3041_STAMPING: E 93 1986
 LX3041_MARK LOGO: NGS   
 LX3041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3041+STABILITY: POSITION/ELEVATION WELL
 LX3041
 LX3041  HISTORY     - Date     Condition        Report By
 LX3041  HISTORY     - 1986     MONUMENTED       NGS
 LX3041
 LX3041                          STATION DESCRIPTION
 LX3041
 LX3041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3041'2.5 KM (1.55 MI) SE FROM MANSFIELD CENTER.
 LX3041'2.5 KM (1.55 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE POST
 LX3041'OFFICE IN MANSFIELD CENTER TO THE MARK ON THE LEFT, IN TOP OF A SMALL
 LX3041'ROCK OUTCROP DIRECTLY ACROSS THE HIGHWAY FROM THE EAST ENTRANCE TO THE
 LX3041'RESERVOIR COMMONS, A TWO STORY FRAMED BUILDING, 7.92 METERS (26.0 FT)
 LX3041'EAST OF THE CENTERLINE OF THE HIGHWAY, 11.03 METERS (36.2 FT) SOUTH OF
 LX3041'AN 8-INCH MAPLE TREE.
 LX3041'THE MARK IS 0.40 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3224 ***********************************************************************
 LX3224  DESIGNATION -  E 96
 LX3224  PID         -  LX3224
 LX3224  STATE/COUNTY-  CT/NEW LONDON
 LX3224  USGS QUAD   -  NORWICH (1983)
 LX3224
 LX3224                         *CURRENT SURVEY CONTROL
 LX3224  ___________________________________________________________________
 LX3224* NAD 83(1986)-  41 30 58.     (N)    072 03 01.     (W)     SCALED    
 LX3224* NAVD 88     -        43.251  (meters)     141.90   (feet)  ADJUSTED  
 LX3224  ___________________________________________________________________
 LX3224  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX3224  DYNAMIC HT  -          43.236 (meters)     141.85  (feet)  COMP
 LX3224  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX3224
 LX3224  VERT ORDER  -  FIRST     CLASS II
 LX3224
 LX3224.The horizontal coordinates were scaled from a topographic map and have
 LX3224.an estimated accuracy of +/- 6 seconds.
 LX3224
 LX3224.The orthometric height was determined by differential leveling
 LX3224.and adjusted by the National Geodetic Survey in June 1991..
 LX3224
 LX3224.The geoid height was determined by GEOID03.
 LX3224
 LX3224.The dynamic height is computed by dividing the NAVD 88
 LX3224.geopotential number by the normal gravity value computed on the
 LX3224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3224.degrees latitude (g = 980.6199 gals.).
 LX3224
 LX3224.The modeled gravity was interpolated from observed gravity values.
 LX3224
 LX3224;                    North         East    Units  Estimated Accuracy
 LX3224;SPC CT       -   228,470.      363,210.      MT  (+/- 180 meters Scaled)
 LX3224
 LX3224                          SUPERSEDED SURVEY CONTROL
 LX3224
 LX3224.No superseded survey control is available for this station.
 LX3224
 LX3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM461002(NAD 83)
 LX3224_MARKER: DB = BENCH MARK DISK
 LX3224_SETTING: 66 = SET IN ROCK OUTCROP
 LX3224_SP_SET: ROCK OUTCROP
 LX3224_STAMPING: E 96 1986
 LX3224_MARK LOGO: NGS   
 LX3224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3224+STABILITY: POSITION/ELEVATION WELL
 LX3224
 LX3224  HISTORY     - Date     Condition        Report By
 LX3224  HISTORY     - 1986     MONUMENTED       NGS
 LX3224
 LX3224                          STATION DESCRIPTION
 LX3224
 LX3224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3224'6.9 KM (4.3 MI) NW FROM PRESTON.
 LX3224'6.9 KM (4.3 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3224'STATE HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT.  IT IS 9.51
 LX3224'METERS (31.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 20.57
 LX3224'METERS (67.5 FT) SOUTH OF THE SOUTH END OF A WIRE CABLE GUARDRAIL.
 LX3224'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3434 ***********************************************************************
 LX3434  DESIGNATION -  E 97
 LX3434  PID         -  LX3434
 LX3434  STATE/COUNTY-  CT/NEW LONDON
 LX3434  USGS QUAD   -  UNCASVILLE (1984)
 LX3434
 LX3434                         *CURRENT SURVEY CONTROL
 LX3434  ___________________________________________________________________
 LX3434* NAD 83(1986)-  41 25 21.     (N)    072 00 59.     (W)     SCALED    
 LX3434* NAVD 88     -        89.279  (meters)     292.91   (feet)  ADJUSTED  
 LX3434  ___________________________________________________________________
 LX3434  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3434  DYNAMIC HT  -          89.247 (meters)     292.80  (feet)  COMP
 LX3434  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 LX3434
 LX3434  VERT ORDER  -  FIRST     CLASS II
 LX3434
 LX3434.The horizontal coordinates were scaled from a topographic map and have
 LX3434.an estimated accuracy of +/- 6 seconds.
 LX3434
 LX3434.The orthometric height was determined by differential leveling
 LX3434.and adjusted by the National Geodetic Survey in June 1991..
 LX3434
 LX3434.The geoid height was determined by GEOID03.
 LX3434
 LX3434.The dynamic height is computed by dividing the NAVD 88
 LX3434.geopotential number by the normal gravity value computed on the
 LX3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3434.degrees latitude (g = 980.6199 gals.).
 LX3434
 LX3434.The modeled gravity was interpolated from observed gravity values.
 LX3434
 LX3434;                    North         East    Units  Estimated Accuracy
 LX3434;SPC CT       -   218,090.      366,130.      MT  (+/- 180 meters Scaled)
 LX3434
 LX3434                          SUPERSEDED SURVEY CONTROL
 LX3434
 LX3434.No superseded survey control is available for this station.
 LX3434
 LX3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL493899(NAD 83)
 LX3434_MARKER: DB = BENCH MARK DISK
 LX3434_SETTING: 66 = SET IN ROCK OUTCROP
 LX3434_SP_SET: ROCK OUTCROP
 LX3434_STAMPING: E 97 1986
 LX3434_MARK LOGO: NGS   
 LX3434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3434+STABILITY: POSITION/ELEVATION WELL
 LX3434
 LX3434  HISTORY     - Date     Condition        Report By
 LX3434  HISTORY     - 1986     MONUMENTED       NGS
 LX3434  HISTORY     - 1989     GOOD             USPSQD
 LX3434  HISTORY     - 19901014 GOOD             USPSQD
 LX3434
 LX3434                          STATION DESCRIPTION
 LX3434
 LX3434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3434'2.7 KM (1.7 MI) SE FROM LEDYARD CENTER.
 LX3434'2.7 KM (1.7 MI) SOUTHEAST ALONG STATE HIGHWAY 117 FROM THE
 LX3434'INTERSECTION OF STATE HIGHWAY 214 IN LEDYARD CENTER TO THE MARK ON THE
 LX3434'LEFT IN TOP OF EXPOSED ROCK OUTCROP AT THE SOUTH END OF A ROCK CUT.
 LX3434'IT IS 26.27 METERS (86.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX3434'HIGHWAY AND 7.92 METERS (26.0 FT) NORTHEAST OF THE NORTHEAST CORNER
 LX3434'OF A CATCH BASIN.  NOTE--THIS HIGHWAY IS PRESENTLY UNDER CONSTRUCTION
 LX3434'AND A CHECK WAS MADE WITH THE KING CONSTRUCTION COMPANY PRIOR TO
 LX3434'SETTING THIS MARK.
 LX3434'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LX3434'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3434
 LX3434                          STATION RECOVERY (1989)
 LX3434
 LX3434'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3434'RECOVERED IN GOOD CONDITION.
 LX3434
 LX3434                          STATION RECOVERY (1990)
 LX3434
 LX3434'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3753 ***********************************************************************
 LX3753  DESIGNATION -  E BRIDGEPORT AMER FABRIC STK
 LX3753  PID         -  LX3753
 LX3753  STATE/COUNTY-  CT/FAIRFIELD
 LX3753  USGS QUAD   -  BRIDGEPORT (1984)
 LX3753
 LX3753                         *CURRENT SURVEY CONTROL
 LX3753  ___________________________________________________________________
 LX3753* NAD 83(1996)-  41 11 02.58393(N)    073 09 30.91425(W)     ADJUSTED  
 LX3753* NAVD 88     -                                                        
 LX3753  ___________________________________________________________________
 LX3753  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LX3753  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3753
 LX3753  HORZ ORDER  -  THIRD
 LX3753
 LX3753.The horizontal coordinates were established by classical geodetic methods
 LX3753.and adjusted by the National Geodetic Survey in August 1998..
 LX3753
 LX3753
 LX3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3753
 LX3753.The geoid height was determined by GEOID03.
 LX3753
 LX3753;                    North         East     Units Scale Factor Converg.
 LX3753;SPC CT       -   191,431.016   270,519.918   MT  1.00000165   -0 16 15.3
 LX3753;SPC CT       -   628,053.26    887,530.76   sFT  1.00000165   -0 16 15.3
 LX3753;UTM  18      - 4,560,823.267   654,437.616   MT  0.99989354   +1 12 46.0
 LX3753
 LX3753                          SUPERSEDED SURVEY CONTROL
 LX3753
 LX3753  NAD 83(1992)-  41 11 02.58297(N)    073 09 30.91356(W) AD(       ) 4
 LX3753  NAD 83(1986)-  41 11 02.58625(N)    073 09 30.91784(W) AD(       ) 4
 LX3753  NAD 27      -  41 11 02.23900(N)    073 09 32.52100(W) AD(       ) 3
 LX3753
 LX3753.Superseded values are not recommended for survey control.
 LX3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3753.See file dsdata.txt to determine how the superseded data were derived.
 LX3753
 LX3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5443860823(NAD 83)
 LX3753
 LX3753  HISTORY     - Date     Condition        Report By
 LX3753  HISTORY     - UNK      MONUMENTED
 LX3753  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3753  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX3753  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX3753
 LX3753                          STATION DESCRIPTION
 LX3753
 LX3753'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3753'THIS STACK IS DESCRIBED ON LIST OF GEOGRAPHIC POSITIONS G-1076
 LX3753'AS BEING STACK NEAR AMERICAN CHAIN CO., TANK.  IT IS A VERY TALL
 LX3753'YELLOW BRICK STACK BLACKENED WITH SMOKE NEAR THE TOP AND IS ON
 LX3753'THE PROPERTY OF THE AMERICAN FABRICS COMPANY AT 1069 CONNECTICUT
 LX3753'AVENUE, EAST BRIDGPORT, CONN., JUST S OF THE EAST BRIDGEPORT
 LX3753'FREIGHT YARD OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX3753'RAILROAD.  ESTIMATED HEIGHT 250 FEET.
 LX3753
 LX3753                          STATION RECOVERY (1963)
 LX3753
 LX3753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JMC)
 LX3753'STATION RECOVERED IN GOOD CONDITION, NO CHANGE SINCE CONSTRUCTION.
 LX3753
 LX3753                          STATION RECOVERY (1987)
 LX3753
 LX3753'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 LX3753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3752 ***********************************************************************
 LX3752  DESIGNATION -  E BRIDGEPORT AMERICAN CHAIN TK
 LX3752  PID         -  LX3752
 LX3752  STATE/COUNTY-  CT/FAIRFIELD
 LX3752  USGS QUAD   -  BRIDGEPORT (1984)
 LX3752
 LX3752                         *CURRENT SURVEY CONTROL
 LX3752  ___________________________________________________________________
 LX3752* NAD 83(1996)-  41 11 01.61982(N)    073 09 36.65247(W)     ADJUSTED  
 LX3752* NAVD 88     -                                                        
 LX3752  ___________________________________________________________________
 LX3752  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LX3752  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3752
 LX3752  HORZ ORDER  -  THIRD
 LX3752
 LX3752.The horizontal coordinates were established by classical geodetic methods
 LX3752.and adjusted by the National Geodetic Survey in August 1998..
 LX3752
 LX3752
 LX3752.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3752
 LX3752.The geoid height was determined by GEOID03.
 LX3752
 LX3752;                    North         East     Units Scale Factor Converg.
 LX3752;SPC CT       -   191,401.907   270,386.044   MT  1.00000168   -0 16 19.1
 LX3752;SPC CT       -   627,957.76    887,091.55   sFT  1.00000168   -0 16 19.1
 LX3752;UTM  18      - 4,560,790.706   654,304.556   MT  0.99989304   +1 12 42.2
 LX3752
 LX3752                          SUPERSEDED SURVEY CONTROL
 LX3752
 LX3752  NAD 83(1992)-  41 11 01.61886(N)    073 09 36.65178(W) AD(       ) 4
 LX3752  NAD 83(1986)-  41 11 01.62219(N)    073 09 36.65598(W) AD(       ) 4
 LX3752  NAD 27      -  41 11 01.27000(N)    073 09 38.26000(W) AD(       ) 3
 LX3752
 LX3752.Superseded values are not recommended for survey control.
 LX3752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3752.See file dsdata.txt to determine how the superseded data were derived.
 LX3752
 LX3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5430560791(NAD 83)
 LX3752
 LX3752  HISTORY     - Date     Condition        Report By
 LX3752  HISTORY     - UNK      MONUMENTED
 LX3752  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX3752  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX3752
 LX3752                          STATION DESCRIPTION
 LX3752
 LX3752'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (JMC)
 LX3752'STATION RECOVERED IN GOOD CONDITION.  NO CHANGE SINCE CONSTRUCTION.
 LX3752
 LX3752                          STATION RECOVERY (1987)
 LX3752
 LX3752'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 LX3752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6858 ***********************************************************************
 LX6858  DESIGNATION -  E HAMPTON ST PATRICKS CH SPIRE
 LX6858  PID         -  LX6858
 LX6858  STATE/COUNTY-  CT/MIDDLESEX
 LX6858  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6858
 LX6858                         *CURRENT SURVEY CONTROL
 LX6858  ___________________________________________________________________
 LX6858* NAD 83(1996)-  41 34 45.52054(N)    072 30 39.21316(W)     ADJUSTED  
 LX6858* NAVD 88     -                                                        
 LX6858  ___________________________________________________________________
 LX6858  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LX6858  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6858
 LX6858  HORZ ORDER  -  THIRD
 LX6858
 LX6858.The horizontal coordinates were established by classical geodetic methods
 LX6858.and adjusted by the National Geodetic Survey in August 1998..
 LX6858
 LX6858
 LX6858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6858
 LX6858.The geoid height was determined by GEOID03.
 LX6858
 LX6858;                    North         East     Units Scale Factor Converg.
 LX6858;SPC CT       -   235,275.162   324,740.434   MT  0.99998346   +0 09 30.8
 LX6858;SPC CT       -   771,898.59  1,065,419.24   sFT  0.99998346   +0 09 30.8
 LX6858;UTM  18      - 4,606,061.633   707,502.034   MT  1.00012989   +1 39 09.0
 LX6858
 LX6858                          SUPERSEDED SURVEY CONTROL
 LX6858
 LX6858  NAD 83(1992)-  41 34 45.51986(N)    072 30 39.21304(W) AD(       ) 4
 LX6858  NAD 83(1986)-  41 34 45.52159(N)    072 30 39.21505(W) AD(       ) 4
 LX6858  NAD 27      -  41 34 45.15400(N)    072 30 40.90300(W) AD(       ) 3
 LX6858
 LX6858.Superseded values are not recommended for survey control.
 LX6858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6858.See file dsdata.txt to determine how the superseded data were derived.
 LX6858
 LX6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0750206062(NAD 83)
 LX6858_MARKER: 90 = CHURCH SPIRE
 LX6858
 LX6858  HISTORY     - Date     Condition        Report By
 LX6858  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX6858  HISTORY     - 1984     GOOD             USPSQD
 LX6858  HISTORY     - 19971125 GOOD             USPSQD
 LX6858
 LX6858                          STATION DESCRIPTION
 LX6858
 LX6858'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6858'THIS SPIRE IS ON THE EAST HAMPTON ROMAN CATHOLIC CHURCH.  IT IS
 LX6858'ON THE S SIDE OF ROUTE 14, 0.3 MILE W OF THE INTERSECTION OF
 LX6858'NORTH MAIN STREET.  THE CHURCH STANDS AT THE BROW OF A VERY
 LX6858'STEEP HILL AT THE W APPROACH TO THE TOWN.
 LX6858'
 LX6858'THE CHURCH IS A WHITE WOODEN BUILDING WITH A GABLE FACING N AND S.
 LX6858'
 LX6858'THE SPIRE IS AT THE NW CORNER OF THE MAIN AUDITORIUM.  THE
 LX6858'FOUR BELFRY OPENINGS ARE ON A LEVEL WITH THE RIDGE POLE OF
 LX6858'THE CHURCH.  THE OPENINGS ARE NOT SCREENED AND DIRECTLY ABOVE
 LX6858'EACH ONE, AN ORNAMENTAL GABLE IS SECURED TO THE SPIRE.  THE
 LX6858'SPIRE IS CONSIDERABLY MORE BULKY THAN THE GENERAL RUN.  IT HAS
 LX6858'WHITE SHINGLED SIDES WITH SOME ORNAMENTATION JUST BELOW THE
 LX6858'APEX.  AT THE APEX IS A TALL GOLDEN CROSS.
 LX6858'
 LX6858'CENTER IS THE VERTICAL MEMBER OF THE CROSS.
 LX6858'
 LX6858'BECAUSE OF ITS EXPOSED LOCATION AND PROXIMITY TO THE LIGHTED
 LX6858'AIRWAY THIS CHURCH IS A VERY GOOD LANDMARK.
 LX6858
 LX6858                          STATION RECOVERY (1984)
 LX6858
 LX6858'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX6858'DESCRIPTION AS PER THE 1935 DESCRIPTION IS ADEQUATE WITH THE
 LX6858'EXCEPTION OF THE ROUTE.  THE ROUTE IS NOW ROUTE 66, INSTEAD OF
 LX6858'ROUTE 14.
 LX6858
 LX6858                          STATION RECOVERY (1997)
 LX6858
 LX6858'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6626 ***********************************************************************
 LX6626  DESIGNATION -  E HARTFORD EPIS CH SPIRE
 LX6626  PID         -  LX6626
 LX6626  STATE/COUNTY-  CT/HARTFORD
 LX6626  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6626
 LX6626                         *CURRENT SURVEY CONTROL
 LX6626  ___________________________________________________________________
 LX6626* NAD 83(1996)-  41 46 24.38739(N)    072 38 26.53589(W)     ADJUSTED  
 LX6626* NAVD 88     -                                                        
 LX6626  ___________________________________________________________________
 LX6626  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LX6626  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX6626
 LX6626  HORZ ORDER  -  THIRD
 LX6626
 LX6626.The horizontal coordinates were established by classical geodetic methods
 LX6626.and adjusted by the National Geodetic Survey in August 1998..
 LX6626
 LX6626
 LX6626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6626
 LX6626.The geoid height was determined by GEOID03.
 LX6626
 LX6626;                    North         East     Units Scale Factor Converg.
 LX6626;SPC CT       -   256,814.437   313,887.805   MT  0.99999188   +0 04 20.9
 LX6626;SPC CT       -   842,565.37  1,029,813.57   sFT  0.99999188   +0 04 20.9
 LX6626;UTM  18      - 4,627,312.487   696,089.129   MT  1.00007318   +1 34 20.0
 LX6626
 LX6626                          SUPERSEDED SURVEY CONTROL
 LX6626
 LX6626  NAD 83(1996)-  41 46 24.38698(N)    072 38 26.53604(W) AD(       ) 4
 LX6626  NAD 83(1992)-  41 46 24.38723(N)    072 38 26.53609(W) AD(       ) 4
 LX6626  NAD 83(1992)-  41 46 24.38839(N)    072 38 26.53746(W) AD(       ) 4
 LX6626  NAD 83(1986)-  41 46 24.38870(N)    072 38 26.53737(W) AD(       ) 4
 LX6626  NAD 27      -  41 46 24.03000(N)    072 38 28.21000(W) AD(       ) 3
 LX6626
 LX6626.Superseded values are not recommended for survey control.
 LX6626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6626.See file dsdata.txt to determine how the superseded data were derived.
 LX6626
 LX6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9608927312(NAD 83)
 LX6626
 LX6626  HISTORY     - Date     Condition        Report By
 LX6626  HISTORY     - UNK      MONUMENTED
 LX6626  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6626  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6626
 LX6626                          STATION DESCRIPTION
 LX6626
 LX6626'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6626'ST. JOHNS EPISCOPAL CHURCH IS AT THE NE CORNER OF RECTOR AND
 LX6626'MAIN STREETS IN THE VILLAGE OF EAST HARTFORD.
 LX6626'
 LX6626'THE CHURCH IS BUILT OF RED SANDSTONE WITH GABLES FACING E
 LX6626'AND W.  THE SQUARE BASE OF THE SPIRE IS OUTSIDE THE MAIN BODY OF
 LX6626'THE CHURCH AT THE SW CORNER.  THE SPIRE PROJECTS ONLY ABOUT 20
 LX6626'FEET ABOVE THE RIDGEPOLE OF THE CHURCH.  A DISTINCTIVE FEATURE
 LX6626'IS THE OPEN WOODEN FRAMEWORK, SUPPORTING THE BELL, ABOUT
 LX6626'MIDWAY UP THE SPIRE.
 LX6626'
 LX6626'THERE IS A WROUGHT IRON ORNAMENT AT THE APEX OF THE SPIRE.
 LX6626'
 LX6626'IT WAS NOT RE-DETERMINED IN 1935.
 LX6626
 LX6626                          STATION RECOVERY (1971)
 LX6626
 LX6626'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6626'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7053 ***********************************************************************
 LX7053  DESIGNATION -  E HARTFORD HOCKANUM CONG CH
 LX7053  PID         -  LX7053
 LX7053  STATE/COUNTY-  CT/HARTFORD
 LX7053  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7053
 LX7053                         *CURRENT SURVEY CONTROL
 LX7053  ___________________________________________________________________
 LX7053* NAD 83(1996)-  41 44 38.77186(N)    072 38 02.37867(W)     ADJUSTED  
 LX7053* NAVD 88     -                                                        
 LX7053  ___________________________________________________________________
 LX7053  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 LX7053  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7053
 LX7053  HORZ ORDER  -  THIRD
 LX7053
 LX7053.The horizontal coordinates were established by classical geodetic methods
 LX7053.and adjusted by the National Geodetic Survey in August 1998..
 LX7053
 LX7053
 LX7053.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7053
 LX7053.The geoid height was determined by GEOID03.
 LX7053
 LX7053;                    North         East     Units Scale Factor Converg.
 LX7053;SPC CT       -   253,556.706   314,450.099   MT  0.99998987   +0 04 36.9
 LX7053;SPC CT       -   831,877.29  1,031,658.37   sFT  0.99998987   +0 04 36.9
 LX7053;UTM  18      - 4,624,070.311   696,736.523   MT  1.00007632   +1 34 32.9
 LX7053
 LX7053                          SUPERSEDED SURVEY CONTROL
 LX7053
 LX7053  NAD 83(1996)-  41 44 38.77140(N)    072 38 02.37882(W) AD(       ) 4
 LX7053  NAD 83(1992)-  41 44 38.77160(N)    072 38 02.37883(W) AD(       ) 4
 LX7053  NAD 83(1992)-  41 44 38.77289(N)    072 38 02.38034(W) AD(       ) 4
 LX7053  NAD 83(1986)-  41 44 38.77319(N)    072 38 02.38012(W) AD(       ) 4
 LX7053  NAD 27      -  41 44 38.41400(N)    072 38 04.04500(W) AD(       ) 3
 LX7053
 LX7053.Superseded values are not recommended for survey control.
 LX7053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7053.See file dsdata.txt to determine how the superseded data were derived.
 LX7053
 LX7053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9673724070(NAD 83)
 LX7053
 LX7053  HISTORY     - Date     Condition        Report By
 LX7053  HISTORY     - UNK      MONUMENTED
 LX7053  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7053  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7053
 LX7053                          STATION DESCRIPTION
 LX7053
 LX7053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7053'NOW KNOWN AS THE EAST HARTFORD SOUTH CONGREGATIONAL CHURCH.  IT
 LX7053'IS ON THE W SIDE OF ROUTE 15 JUST S OF THE PRATT AND WHITNEY
 LX7053'AIRCRAFT PLANT.  IT IS A FRAME BUILDING WITH A STEEP GABLE ROOF
 LX7053'AND HAS A BRICK BASEMENT THAT HAS BEEN PAINTED RED.  THE TOWER
 LX7053'IS AT THE SOUTHWESTERLY CORNER OF THE CHURCH.  IT IS OCTAGONAL
 LX7053'AND IN TWO SECTIONS WITH LOUVRES IN ALTERNATE SIDES OF EACH
 LX7053'SECTION.  THE ROOF OF THE TOWER IS A SHORT PYRAMID.  THE
 LX7053'STATION IS THE APEX OF THE ROOF.  HEIGHT ABOUT 50 FEET.
 LX7053
 LX7053                          STATION RECOVERY (1971)
 LX7053
 LX7053'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX7053'DESTROYED, TOWER REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6628 ***********************************************************************
 LX6628  DESIGNATION -  E HARTFORD MEM HALL BELFRY
 LX6628  PID         -  LX6628
 LX6628  STATE/COUNTY-  CT/HARTFORD
 LX6628  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6628
 LX6628                         *CURRENT SURVEY CONTROL
 LX6628  ___________________________________________________________________
 LX6628* NAD 83(1996)-  41 47 02.18682(N)    072 38 03.63925(W)     ADJUSTED  
 LX6628* NAVD 88     -                                                        
 LX6628  ___________________________________________________________________
 LX6628  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX6628  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX6628
 LX6628  HORZ ORDER  -  THIRD
 LX6628
 LX6628.The horizontal coordinates were established by classical geodetic methods
 LX6628.and adjusted by the National Geodetic Survey in August 1998..
 LX6628
 LX6628
 LX6628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6628
 LX6628.The geoid height was determined by GEOID03.
 LX6628
 LX6628;                    North         East     Units Scale Factor Converg.
 LX6628;SPC CT       -   257,981.322   314,415.050   MT  0.99999266   +0 04 36.1
 LX6628;SPC CT       -   846,393.72  1,031,543.38   sFT  0.99999266   +0 04 36.1
 LX6628;UTM  18      - 4,628,492.870   696,585.690   MT  1.00007558   +1 34 36.5
 LX6628
 LX6628                          SUPERSEDED SURVEY CONTROL
 LX6628
 LX6628  NAD 83(1996)-  41 47 02.18640(N)    072 38 03.63931(W) AD(       ) 4
 LX6628  NAD 83(1992)-  41 47 02.18666(N)    072 38 03.63933(W) AD(       ) 4
 LX6628  NAD 83(1992)-  41 47 02.18781(N)    072 38 03.64087(W) AD(       ) 4
 LX6628  NAD 83(1986)-  41 47 02.18812(N)    072 38 03.64069(W) AD(       ) 4
 LX6628  NAD 27      -  41 47 01.83000(N)    072 38 05.32000(W) AD(       ) 3
 LX6628
 LX6628.Superseded values are not recommended for survey control.
 LX6628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6628.See file dsdata.txt to determine how the superseded data were derived.
 LX6628
 LX6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9658628493(NAD 83)
 LX6628
 LX6628  HISTORY     - Date     Condition        Report By
 LX6628  HISTORY     - UNK      MONUMENTED
 LX6628  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6628
 LX6628                          STATION DESCRIPTION
 LX6628
 LX6628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6628'THE GEOGRAPHIC POSITION OF THE STATION WAS INVESTIGATED, HOWEVER,
 LX6628'AND THE MEMORIAL HALL (OR CHAPEL) HAS BEEN GONE FOR MANY
 LX6628'YEARS.  IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED
 LX6628'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7046 ***********************************************************************
 LX7046  DESIGNATION -  E HARTFORD PRATT WHITNEY STACK
 LX7046  PID         -  LX7046
 LX7046  STATE/COUNTY-  CT/HARTFORD
 LX7046  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7046
 LX7046                         *CURRENT SURVEY CONTROL
 LX7046  ___________________________________________________________________
 LX7046* NAD 83(1996)-  41 44 55.23439(N)    072 38 13.67198(W)     ADJUSTED  
 LX7046* NAVD 88     -                                                        
 LX7046  ___________________________________________________________________
 LX7046  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LX7046  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7046
 LX7046  HORZ ORDER  -  THIRD
 LX7046
 LX7046.The horizontal coordinates were established by classical geodetic methods
 LX7046.and adjusted by the National Geodetic Survey in August 1998..
 LX7046
 LX7046
 LX7046.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7046
 LX7046.The geoid height was determined by GEOID03.
 LX7046
 LX7046;                    North         East     Units Scale Factor Converg.
 LX7046;SPC CT       -   254,064.262   314,188.494   MT  0.99999017   +0 04 29.4
 LX7046;SPC CT       -   833,542.50  1,030,800.08   sFT  0.99999017   +0 04 29.4
 LX7046;UTM  18      - 4,624,570.893   696,461.708   MT  1.00007498   +1 34 25.9
 LX7046
 LX7046                          SUPERSEDED SURVEY CONTROL
 LX7046
 LX7046  NAD 83(1996)-  41 44 55.23397(N)    072 38 13.67209(W) AD(       ) 4
 LX7046  NAD 83(1992)-  41 44 55.23420(N)    072 38 13.67219(W) AD(       ) 4
 LX7046  NAD 83(1992)-  41 44 55.23539(N)    072 38 13.67356(W) AD(       ) 4
 LX7046  NAD 83(1986)-  41 44 55.23571(N)    072 38 13.67358(W) AD(       ) 4
 LX7046  NAD 27      -  41 44 54.87600(N)    072 38 15.33600(W) AD(       ) 3
 LX7046
 LX7046.Superseded values are not recommended for survey control.
 LX7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7046.See file dsdata.txt to determine how the superseded data were derived.
 LX7046
 LX7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9646224571(NAD 83)
 LX7046_MARKER: 63 = STACK
 LX7046
 LX7046  HISTORY     - Date     Condition        Report By
 LX7046  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7046  HISTORY     - 1969     GOOD             CGS
 LX7046  HISTORY     - 1979     GOOD             NGS
 LX7046  HISTORY     - 19950926 GOOD             USPSQD
 LX7046
 LX7046                          STATION DESCRIPTION
 LX7046
 LX7046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCN)
 LX7046'THE PRATT AND WHITNEY AIRCRAFT COMPANY IS ON THE E SIDE OF ROUTE 15
 LX7046'IN THE SOUTHERN PART OF THE TOWN OF EAST HARTFORD.  THE STACK IS
 LX7046'ON THE E SIDE OF THE LIGHT COLORED BRICK POWER HOUSE AT THE S
 LX7046'SIDE OF THE PLANT.  IT IS A CIRCULAR CONCRETE STACK.
 LX7046'
 LX7046'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT
 LX7046'125 FEET.
 LX7046
 LX7046                          STATION RECOVERY (1969)
 LX7046
 LX7046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX7046'STATION RECOVERED IN GOOD CONDITION.  THE STACK IS PAINTED RED AND
 LX7046'WHITE CHECKED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX7046
 LX7046                          STATION RECOVERY (1979)
 LX7046
 LX7046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 LX7046'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  (NO OBSERVATIONS
 LX7046'WERE MADE AT THIS TIME).
 LX7046
 LX7046                          STATION RECOVERY (1995)
 LX7046
 LX7046'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3799 ***********************************************************************
 LX3799  DESIGNATION -  E NORWALK HODSHENS BERG TANK
 LX3799  PID         -  LX3799
 LX3799  STATE/COUNTY-  CT/FAIRFIELD
 LX3799  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3799
 LX3799                         *CURRENT SURVEY CONTROL
 LX3799  ___________________________________________________________________
 LX3799* NAD 83(1996)-  41 06 09.87921(N)    073 24 21.45880(W)     ADJUSTED  
 LX3799* NAVD 88     -                                                        
 LX3799  ___________________________________________________________________
 LX3799  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 LX3799  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3799
 LX3799  HORZ ORDER  -  THIRD
 LX3799
 LX3799.The horizontal coordinates were established by classical geodetic methods
 LX3799.and adjusted by the National Geodetic Survey in August 1998..
 LX3799
 LX3799
 LX3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3799
 LX3799.The geoid height was determined by GEOID03.
 LX3799
 LX3799;                    North         East     Units Scale Factor Converg.
 LX3799;SPC CT       -   182,529.393   249,696.928   MT  1.00001125   -0 26 05.8
 LX3799;SPC CT       -   598,848.52    819,214.00   sFT  1.00001125   -0 26 05.8
 LX3799;UTM  18      - 4,551,387.022   633,855.121   MT  0.99982052   +1 02 53.1
 LX3799
 LX3799                          SUPERSEDED SURVEY CONTROL
 LX3799
 LX3799  NAD 83(1992)-  41 06 09.87873(N)    073 24 21.45744(W) AD(       ) 4
 LX3799  NAD 83(1986)-  41 06 09.88254(N)    073 24 21.46507(W) AD(       ) 4
 LX3799  NAD 27      -  41 06 09.54300(N)    073 24 23.03800(W) AD(       ) 3
 LX3799
 LX3799.Superseded values are not recommended for survey control.
 LX3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3799.See file dsdata.txt to determine how the superseded data were derived.
 LX3799
 LX3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3385551387(NAD 83)
 LX3799
 LX3799  HISTORY     - Date     Condition        Report By
 LX3799  HISTORY     - 1932     MONUMENTED       CGS
 LX3799  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3799  HISTORY     - 1983     GOOD             NGS
 LX3799
 LX3799                          STATION DESCRIPTION
 LX3799
 LX3799'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3799'LOCATED ABOUT MIDWAY BETWEEN EAST AVENUE AND OSBORN AVENUE AND
 LX3799'BETWEEN ROWEN STREET AND THE NEW YORK, NEW HAVEN AND HARTFORD
 LX3799'RAILROAD IN EAST NORWALK, CONNECTICUT.  THE TANK IS A CYLINDRICAL
 LX3799'STEEL GRAY STRUCTURE MOUNTED ON 4 STEEL LEGS AND IS LOCATED OVER
 LX3799'THE NW CORNER OF THE WAREHOUSE OF THE HODSHENS AND BERG
 LX3799'COMPANY.  THE TANK HAS A HEMI-SPHERICAL BOTTOM AND CONICAL TOP.
 LX3799'THE SMALL SPHERE ON THE TANK TOP MARKS THE STATION.
 LX3799'
 LX3799'A SHORT BRICK STACK IS N OF THE STATION.  A TANK OF THE SAME
 LX3799'GENERAL APPERANCE IS ABOUT 200 YARDS SW FROM THE H. AND
 LX3799'B. TANK.  THIS TANK (C. AND K. TANK) IS SHORTER AND NOT AS
 LX3799'PROMINENT AS H. AND B. TANK.
 LX3799
 LX3799                          STATION RECOVERY (1958)
 LX3799
 LX3799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3799'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.  THE FOLLOWING
 LX3799'CORRECTIONS SHOULD BE MADE--IN 1ST PARAGRAPH, SECOND SENTENCE IS
 LX3799'LOCATED OVER THE NW CORNER OF THE HAT CORPORATION OF AMERICA
 LX3799'FACTORY STORE.
 LX3799'
 LX3799'2ND PARAGRAPH, AND 2ND SENTENCE, SHOULD READ, ABOUT 200 YARDS SW
 LX3799'FROM THE FACTORY STORE TANK.  THIS TANK, ALSO OWNED BY THE HAT
 LX3799'CORP. OF AMERICA, IS SHORTER AND NOT AS PROMINENT AS FACTORY
 LX3799'STORE TANK.
 LX3799'
 LX3799'ABOVE CHANGES IN DESCRIPTION ARE NEEDED BECAUSE THE OLD HODSHENS
 LX3799'AND BERG CO. IS NO LONGER IN BUSINESS.  C. AND K., IN 2ND
 LX3799'PARAGRAPH, ALSO NOT IN BUSINESS.  PRESENT OWNER, HAT CORP. OF
 LX3799'AMERICA, SUCCEEDED DOBBS, KNOX, CAVANAGH, AND CROWFOOT AND KNAPP
 LX3799'(C. AND K.) HAT COMPANIES.
 LX3799'
 LX3799'THE OLD H AND B TANK (NOW FACTORY STORE TANK) IS NOW PAINTED
 LX3799'WITH ALUMINUM PAINT, AND PROMINENTLY MARKED ON N AND S PORTIONS
 LX3799'WITH THE WORDS, FACTORY STORE.
 LX3799
 LX3799                          STATION RECOVERY (1983)
 LX3799
 LX3799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3799'THE STATION WAS RECOVERED AS DESCRIBED IN 1932 AND 1958.
 LX3799'THE COMPANY HAS BEEN RENAMED NORWALK FACTORY OUTLET CENTER.
 LX3799'THE TANK IS PAINTED BRIGHT RED WITH (OUTLETS) PAINTED ON THE BOWL.
 LX3799'
 LX3799'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3753 ***********************************************************************
 LW3753  DESIGNATION -  E WOODSTOCK ROGERS CORP TANK
 LW3753  PID         -  LW3753
 LW3753  STATE/COUNTY-  CT/WINDHAM
 LW3753  USGS QUAD   -  PUTNAM (1970)
 LW3753
 LW3753                         *CURRENT SURVEY CONTROL
 LW3753  ___________________________________________________________________
 LW3753* NAD 83(1996)-  41 58 59.34429(N)    071 58 34.40867(W)     ADJUSTED  
 LW3753* NAVD 88     -                                                        
 LW3753  ___________________________________________________________________
 LW3753  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LW3753  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LW3753
 LW3753  HORZ ORDER  -  THIRD
 LW3753
 LW3753.The horizontal coordinates were established by classical geodetic methods
 LW3753.and adjusted by the National Geodetic Survey in August 1998..
 LW3753
 LW3753
 LW3753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3753
 LW3753.The geoid height was determined by GEOID03.
 LW3753
 LW3753;                    North         East     Units Scale Factor Converg.
 LW3753;SPC CT       -   280,388.549   368,925.430   MT  1.00001388   +0 30 47.0
 LW3753;SPC CT       -   919,908.10  1,210,382.85   sFT  1.00001388   +0 30 47.0
 LW3753;UTM  19      - 4,652,191.137   253,439.303   MT  1.00034811   -1 59 30.6
 LW3753;UTM  18      - 4,652,329.247   750,500.350   MT  1.00037221   +2 01 25.3
 LW3753
 LW3753                          SUPERSEDED SURVEY CONTROL
 LW3753
 LW3753  NAD 83(1996)-  41 58 59.34416(N)    071 58 34.40855(W) AD(       ) 4
 LW3753  NAD 83(1992)-  41 58 59.34401(N)    071 58 34.40796(W) AD(       ) 4
 LW3753  NAD 83(1992)-  41 58 59.34409(N)    071 58 34.40807(W) AD(       ) 4
 LW3753  NAD 83(1986)-  41 58 59.34532(N)    071 58 34.40689(W) AD(       ) 4
 LW3753  NAD 27      -  41 58 58.99445(N)    071 58 36.14146(W) AD(       ) 3
 LW3753
 LW3753.Superseded values are not recommended for survey control.
 LW3753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3753.See file dsdata.txt to determine how the superseded data were derived.
 LW3753
 LW3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5343952191(NAD 83)
 LW3753
 LW3753  HISTORY     - Date     Condition        Report By
 LW3753  HISTORY     - 1977     MONUMENTED       NGS
 LW3753  HISTORY     - 19961001 GOOD             USPSQD
 LW3753
 LW3753                          STATION DESCRIPTION
 LW3753
 LW3753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3753'THE STATION IS THE BALL ON THE TOP CENTER OF THE EAST
 LW3753'WOODSTOCK ROGERS CORPORATION TANK.  THE TANK IS SUPPORTED BY
 LW3753'4 LEGS, SILVER IN COLOR WITH A GREEN SQUARE AND A BLACK R ON
 LW3753'THE EAST SIDE, ABOUT 100 FEET TALL AND OWNED BY THE ROGERS
 LW3753'CORPORATION, PORON DIVISION, EAST WOODSTOCK, CONNECTICUT.
 LW3753'
 LW3753'THE STATION IS LOCATED IN EAST WOODSTOCK.
 LW3753'
 LW3753'TO REACH THE STATION FROM THE POST OFFICE IN EAST WOODSTOCK,
 LW3753'GO EAST ON WOODSTOCK ROAD FOR 0.1 MILE TO THE STATION ON THE
 LW3753'RIGHT.
 LW3753'
 LW3753'DESCRIBED BY A.G. THACKER.
 LW3753
 LW3753                          STATION RECOVERY (1996)
 LW3753
 LW3753'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3749 ***********************************************************************
 LX3749  DESIGNATION -  EAST
 LX3749  PID         -  LX3749
 LX3749  STATE/COUNTY-  CT/FAIRFIELD
 LX3749  USGS QUAD   -  BRIDGEPORT (1984)
 LX3749
 LX3749                         *CURRENT SURVEY CONTROL
 LX3749  ___________________________________________________________________
 LX3749* NAD 83(1996)-  41 09 37.60497(N)    073 10 06.28564(W)     ADJUSTED  
 LX3749* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3749  ___________________________________________________________________
 LX3749  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX3749  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3749
 LX3749  HORZ ORDER  -  SECOND
 LX3749
 LX3749.The horizontal coordinates were established by classical geodetic methods
 LX3749.and adjusted by the National Geodetic Survey in August 1998..
 LX3749
 LX3749.The orthometric height was scaled from a topographic map.
 LX3749
 LX3749.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3749
 LX3749.The geoid height was determined by GEOID03.
 LX3749
 LX3749;                    North         East     Units Scale Factor Converg.
 LX3749;SPC CT       -   188,813.448   269,682.875   MT  1.00000423   -0 16 38.8
 LX3749;SPC CT       -   619,465.45    884,784.57   sFT  1.00000423   -0 16 38.8
 LX3749;UTM  18      - 4,558,185.200   653,668.703   MT  0.99989063   +1 12 20.6
 LX3749
 LX3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3749!SPC CT       -   1.00000427  x   1.00000423  =   1.00000850
 LX3749!UTM  18      -   1.00000427  x   0.99989063  =   0.99989490
 LX3749
 LX3749:                Primary Azimuth Mark                     Grid Az
 LX3749:SPC CT       -  E BRIDGEPORT AMERICAN CHAIN TK           015 11 52.7
 LX3749:UTM  18      -  E BRIDGEPORT AMERICAN CHAIN TK           013 42 53.3
 LX3749
 LX3749|---------------------------------------------------------------------|
 LX3749| PID    Reference Object                     Distance      Geod. Az  |
 LX3749|                                                           dddmmss.s |
 LX3749| LX3752 E BRIDGEPORT AMERICAN CHAIN TK      APPROX. 2.7 KM 0145513.9 |
 LX3749| LX3753 E BRIDGEPORT AMER FABRIC STK        APPROX. 2.7 KM 0172720.7 |
 LX3749| CB3219 EAST RM 1                            69.900 METERS 06153     |
 LX3749| CB3220 EAST RM 2                            40.950 METERS 18642     |
 LX3749| LX3722 BLACK ROCK BEACON                   APPROX. 6.0 KM 2225339.0 |
 LX3749| LX3743 BRIDGEPORT E BREAKWATER LH          APPROX. 0.9 KM 2282310.1 |
 LX3749| LX3738 BRIDGEPORT HARBOR LIGHTHOUSE        APPROX. 1.1 KM 2464559.1 |
 LX3749| LX3733 BRIDGEPORT CRANE CO STACK           APPROX. 3.0 KM 2762651.6 |
 LX3749| LX3735 BRIDGEPORT UNITED CONG CH           APPROX. 2.9 KM 3002910.5 |
 LX3749| LX3737 BRIDGEPORT RED TANK                 APPROX. 1.3 KM 3042536.0 |
 LX3749| LX3742 BRIDGEPORT BREAKWATER LH BUG        APPROX. 1.0 KM 3114605.6 |
 LX3749| LX3736 BRIDGEPORT ST AUGUST CATH CH        APPROX. 3.2 KM 3140132.5 |
 LX3749| LX3744 E BRIDGEPORT WHITE CONC STACK       APPROX. 1.6 KM 3392007.4 |
 LX3749|---------------------------------------------------------------------|
 LX3749
 LX3749                          SUPERSEDED SURVEY CONTROL
 LX3749
 LX3749  NAD 83(1992)-  41 09 37.60411(N)    073 10 06.28501(W) AD(       ) 2
 LX3749  NAD 83(1986)-  41 09 37.60747(N)    073 10 06.28888(W) AD(       ) 2
 LX3749  NAD 27      -  41 09 37.26100(N)    073 10 07.89200(W) AD(       ) 2
 LX3749
 LX3749.Superseded values are not recommended for survey control.
 LX3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3749.See file dsdata.txt to determine how the superseded data were derived.
 LX3749
 LX3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5366958185(NAD 83)
 LX3749_MARKER: Z = SEE DESCRIPTION
 LX3749_SETTING: 0 = UNSPECIFIED SETTING
 LX3749
 LX3749  HISTORY     - Date     Condition        Report By
 LX3749  HISTORY     - 1932     MONUMENTED       CGS
 LX3749  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3749  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX3749  HISTORY     - 1940     SEE DESCRIPTION  LOCSUR
 LX3749  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3749
 LX3749                          STATION DESCRIPTION
 LX3749
 LX3749'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX3749'STATION IS ON THE SPIT OF GROUND BETWEEN THE E JETTY TO BRIDGEPORT
 LX3749'HARBOR AND THE AMUSEMENT PARK.  THE SUB-SURFACE MARK IS A 2-FOOT
 LX3749'LENGTH OF A 6-INCH SEWER TILE BURIED TWO FEET BELOW THE SURFACE
 LX3749'WITH A STANDARD DISK, STAMPED EAST U.S.E. SET IN CONCRETE MARKING
 LX3749'THE STATION.  THE SURFACE MARK IS A 2-FOOT LENGTH OF 8-INCH
 LX3749'SEWER TILE EXTENDING 5 INCHES ABOVE THE GROUND WITH A STANDARD
 LX3749'DISK, STAMPED EAST U.S.E. SET IN CONCRETE MARKING THE
 LX3749'STATION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 LX3749'STANDARD DISKS MARKED EAST U.S.E. SET IN CONCRETE IN 2-FOOT
 LX3749'LENGTHS OF 6-INCH SEWER TILE EXTENDING 4 INCHES ABOVE THE GROUND.
 LX3749
 LX3749                          STATION RECOVERY (1933)
 LX3749
 LX3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3749'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3749'
 LX3749'ADDITIONAL DESCRIPTION--STATION IS ONE METER N OF A PATH
 LX3749'RUNNING FROM THE N SIDE OF A SWIMMING POOL TO THE JETTY.  STATION
 LX3749'IS 82.4 METERS NW (MAG.) FROM THE N CORNER OF A SMALL LEAN-TO
 LX3749'ATTACHED TO THE NW CORNER OF THE BATHHOUSE.
 LX3749
 LX3749                          STATION RECOVERY (1935)
 LX3749
 LX3749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX3749'LOCATED IN A CINDER-COVERED PARKING LOT W OF THE AMUSEMENT
 LX3749'PARK.  THE TOP OF THE SURFACE MARK IS ABOUT 8 INCHES BELOW THE
 LX3749'CINDER TOP LEVEL.  ORIGINAL STATION MARK NOT DISTURBED.  THE
 LX3749'ORIGINAL REFERENCE MARKS WERE MOVED TO NEW LOCATIONS OUTSIDE THE
 LX3749'LIMITS OF THE PARKING SPACE, AND ARE COVERED WITH SURFACE SAND
 LX3749'TO A DEPTH OF ABOUT 4 INCHES.
 LX3749'
 LX3749'REFERENCE MARK NO. 1 (NOTE 13A) IS NW OF THE CINDER PARKING
 LX3749'LOT, 2 METERS FROM THE EDGE OF THE CINDERS, AND 12.5 METERS ABOVE
 LX3749'HIGH WATER LINE, ON THE SAND SLOPE, AND IS ON RANGE WITH THE SW
 LX3749'CORNER OF THE BATHHOUSE AND THE CENTER MARK.
 LX3749'
 LX3749'REFERENCE MARK NO. 2 IS N OF THE PARKING LOT IN A GROVE OF TREES
 LX3749'NEAR THE ENTRANCE TO THE PARKING LOT, AND ON RANGE WITH THE CENTER
 LX3749'MARK AND THE BEACON S OF FAYERWEATHER ISLAND.
 LX3749'
 LX3749'REFERENCE MARK NO. 2 IS 25.33 METERS FROM A CLUMP OF TREES ON
 LX3749'THE OPPOSITE SIDE OF THE ENTRANCE DRIVEWAY, AND MARKING THE SW
 LX3749'EDGE OF THAT GROVE OF TREES.
 LX3749'
 LX3749'ALL MARKS ARE BURIED, SO IT WILL BE NECESSARY TO USE WITNESS
 LX3749'MARKS TO LOCATE EITHER THE CENTER MARK OR REFERENCE MARK NO. 2.  THE
 LX3749'WITNESS MARKS FOR THE CENTER ARE FIRST, THE TREE CLUMP MENTIONED
 LX3749'IN REFERENCE MARK NO. 2.  SECOND, A LONE TREE CLUMP W OF THE
 LX3749'SWIMMING POOL.  THIRD, THE SW CORNER OF THE LARGE BATHHOUSE.
 LX3749'
 LX3749'DISTANCES MEASURED WITH 300-FOOT TAPE.
 LX3749
 LX3749                          STATION RECOVERY (1940)
 LX3749
 LX3749'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1940 (JH)
 LX3749'A U.S.C. AND G.S. BRONZE DISK SET IN A CONCRETE MONUMENT 8 INCHES
 LX3749'BELOW THE CINDER PARKING LOT AT PLEASURE BEACH PARK.  THIS
 LX3749'STATION WAS INCORPORATED INTO THE FIRST-ORDER TRIANGULATION NETWORK
 LX3749'OF THE BRIDGEPORT CITY ENGINEERING DEPARTMENT IN 1940.  THE
 LX3749'ORIGINAL DIRECTION AND DISTANCE TO REFERENCE MARKS 1 AND 2
 LX3749'CHECKED PERFECTLY.  STATION MARK IS LOCATED IN CINDER PARKING LOT
 LX3749'APPROXIMATELY 300 FEET N OF SW CORNER OF BATHING
 LX3749'PAVILION AND APPROXIMATELY 300 FEET SW OF NW CORNER OF NEW
 LX3749'AUDITORIUM.  REFERENCE MARK 1, BRONZE REFERENCE DISK, SET IN
 LX3749'CONCRETE IN THE TILE DRAIN ON SANDY BEACH N OF BATHING PAVILION
 LX3749'AND 6 INCHES ABOVE SAND.  PRACTICALLY IN RANGE WITH STATION
 LX3749'AND NW CORNER OF BATHING PAVILION APPROXIMATELY 15 FEET N OF
 LX3749'CINDER FILL.  REFERENCE MARK 2 IS BRONZE REFERENCE DISK SET IN
 LX3749'CONCRETE AND LOCATED IN SMALL GROVE OF TREES NW OF NW CORNER OF
 LX3749'NEW AUDITORIUM AND N OF DRIVE NEAR ENTRANCE OF PARKING LOT.  SET
 LX3749'OF 6 INCHES BELOW SURFACE.  REFERENCE MARK 2 IS 17.02 FEET E OF
 LX3749'10-INCH TREE AND 12.4 FEET S OF 10-INCH TREE.  THESE TWO TREES ARE
 LX3749'LARGEST IN GROVE.  ALSO 81.95 FEET NW OF NW CORNER OF CONCRETE
 LX3749'WALK ON N SIDE OF AUDITORIUM AND 130.10 FEET NW OF CONCRETE BASE AT
 LX3749'NE CORNER OF AUDITORIUM.
 LX3749
 LX3749                          STATION RECOVERY (1977)
 LX3749
 LX3749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 LX3749'STATION WAS SEARCHED FOR BUT DUE TO CONSIDERABLE TRANSFORMATION
 LX3749'OF THE AREA AND THAT THE PARKING LOT IS NOW ASPHALT IT WAS NOT
 LX3749'FOUND.
 LX3749'
 LX3749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3749'ON PLEASURE BCH. NEXT TO BRIDGEPORT HARBOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7584 ***********************************************************************
 LX7584  DESIGNATION -  EAST 2
 LX7584  PID         -  LX7584
 LX7584  STATE/COUNTY-  CT/FAIRFIELD
 LX7584  USGS QUAD   -  BRIDGEPORT (1984)
 LX7584
 LX7584                         *CURRENT SURVEY CONTROL
 LX7584  ___________________________________________________________________
 LX7584* NAD 83(1996)-  41 09 38.46784(N)    073 10 05.65931(W)     ADJUSTED  
 LX7584* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 LX7584  ___________________________________________________________________
 LX7584  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX7584  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX7584
 LX7584  HORZ ORDER  -  FIRST
 LX7584
 LX7584.The horizontal coordinates were established by classical geodetic methods
 LX7584.and adjusted by the National Geodetic Survey in August 1998..
 LX7584
 LX7584.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7584
 LX7584.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7584
 LX7584.The geoid height was determined by GEOID03.
 LX7584
 LX7584;                    North         East     Units Scale Factor Converg.
 LX7584;SPC CT       -   188,839.996   269,697.606   MT  1.00000420   -0 16 38.3
 LX7584;SPC CT       -   619,552.55    884,832.90   sFT  1.00000420   -0 16 38.3
 LX7584;UTM  18      - 4,558,212.117   653,682.740   MT  0.99989068   +1 12 21.1
 LX7584
 LX7584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7584!SPC CT       -   1.00000453  x   1.00000420  =   1.00000873
 LX7584!UTM  18      -   1.00000453  x   0.99989068  =   0.99989521
 LX7584
 LX7584|---------------------------------------------------------------------|
 LX7584| PID    Reference Object                     Distance      Geod. Az  |
 LX7584|                                                           dddmmss.s |
 LX7584| CR9683 EAST 2 RM 3                          28.731 METERS 09614     |
 LX7584| CR9684 EAST 2 RM 4                          30.053 METERS 23355     |
 LX7584|---------------------------------------------------------------------|
 LX7584
 LX7584                          SUPERSEDED SURVEY CONTROL
 LX7584
 LX7584  NAD 83(1992)-  41 09 38.46692(N)    073 10 05.65851(W) AD(       ) 1
 LX7584  NAD 83(1986)-  41 09 38.46985(N)    073 10 05.66375(W) AD(       ) 1
 LX7584  NAD 83(1986)-  41 09 38.46958(N)    073 10 05.66212(W) AD(       ) 1
 LX7584  NGVD 29 (01/16/90)    1.4    (m)            5.     (f) VERT ANG       
 LX7584
 LX7584.Superseded values are not recommended for survey control.
 LX7584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7584.See file dsdata.txt to determine how the superseded data were derived.
 LX7584
 LX7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5368358212(NAD 83)
 LX7584_MARKER: DS = TRIANGULATION STATION DISK
 LX7584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7584+STABILITY: SURFACE MOTION
 LX7584
 LX7584  HISTORY     - Date     Condition        Report By
 LX7584  HISTORY     - 1982     MONUMENTED       NGS
 LX7584
 LX7584                          STATION DESCRIPTION
 LX7584
 LX7584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7584'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTHEAST OF
 LX7584'DOWNTOWN BRIDGEPORT, AT PLEASURE BEACH ON THE EAST SIDE OF
 LX7584'BRIDGEPORT HARBOR.
 LX7584'OWNERSHIP--CITY OF BRIDGEPORT, MR FRANCIS E FAGAN, DIRECTOR OF
 LX7584'OF PARKS AND RECREATION, 263 GOLDEN HILL STREET, BRIDGEPORT
 LX7584'CT 06604, PHONE 203-576-7147.
 LX7584'
 LX7584'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LX7584'HIGHWAY 113 (LORDSHIP BOULEVARD), GO NORTH ON HIGHWAY 113 FOR
 LX7584'0.2 KM (0.1 MI) TO ORANGE STREET ON THE LEFT.  TURN LEFT
 LX7584'AND GO WEST ON ORANGE STREET FOR 0.5 KM (0.3 MI) TO A CROSS
 LX7584'STREET.  TURN LEFT AND GO SOUTH ON CENTRAL AVENUE FOR
 LX7584'0.9 KM (0.55 MI) TO A CROSS STREET (SEAVIEW AVENUE).
 LX7584'CONTINUE AHEAD CROSSING AN OLD WOODEN DRAW BRIDGE FOR 0.6 KM
 LX7584'(0.35 MI) TO A STOP SIGN AND A PAVED ROAD RIGHT.  TURN RIGHT
 LX7584'AND GO SOUTH FOR 0.3 KM (0.2 MI) TO A PARKING AREA
 LX7584'AND THE STATION ON THE LEFT.
 LX7584'
 LX7584'THE STATION IS A STANDARD NGS DISK
 LX7584'STAMPED---EAST 2 1982---,
 LX7584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7584'FLUSH WITH GROUND.  IT IS LOCATED
 LX7584'30.0 METERS (98.4 FT) EAST FROM A SMALL DOUBLE TRUNKED TREE,
 LX7584'17.1 METERS (56.1 FT) EAST FROM THE CENTER OF A PAVED ROAD AND
 LX7584'11.0 METERS (36.1 FT) NORTH FROM A CONCRETE POST AND A WITNESS
 LX7584'POST.
 LX7584'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7584'STAMPED---EAST 2 1982---,
 LX7584'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7584'
 LX7584'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7584'STAMPED---EAST 2 NO 3 1982---,
 LX7584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7584'FLUSH WITH GROUND.  IT IS LOCATED
 LX7584'15.24 METERS (50.0 FT) SOUTHWEST FROM THE MOST SOUTHERLY OF SEVEN
 LX7584'TREES,
 LX7584'1.33 METERS (4.35 FT) EAST-NORTHEAST FROM A WITNESS POST AND
 LX7584'0.61 METER (2.0 FT) NORTH FROM THE LAST CONCRETE POST IN A ROW OF
 LX7584'CONCRETE POSTS.
 LX7584'MARK IS LEVEL WITH STATION.
 LX7584'
 LX7584'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX7584'STAMPED---EAST 2 NO 4 1982---,
 LX7584'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7584'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7584'19.96 METERS (65.5 FT) SOUTH FROM A SMALL DOUBLE TRUNKED TREE,
 LX7584'13.2 METERS (43.3 FT) SOUTHWEST FROM THE CENTER OF A PAVED ROAD,
 LX7584'0.55 METER (1.8 FT) NORTHEAST FROM A WITNESS POST AND IN LINE
 LX7584'WITH A ROW OF CONCRETE POSTS.
 LX7584'MARK IS LEVEL WITH STATION.
 LX7584'
 LX7584'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX7584'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7584'
 LX7584'DESCRIBED BY D.L. MCFARLAND, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6946 ***********************************************************************
 LX6946  DESIGNATION -  EAST CROMWELL PIERSONS STACK
 LX6946  PID         -  LX6946
 LX6946  STATE/COUNTY-  CT/MIDDLESEX
 LX6946  USGS QUAD   -  MIDDLETOWN (1992)
 LX6946
 LX6946                         *CURRENT SURVEY CONTROL
 LX6946  ___________________________________________________________________
 LX6946* NAD 83(1996)-  41 36 28.44884(N)    072 38 43.47724(W)     ADJUSTED  
 LX6946* NAVD 88     -                                                        
 LX6946  ___________________________________________________________________
 LX6946  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6946  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX6946
 LX6946  HORZ ORDER  -  THIRD
 LX6946
 LX6946.The horizontal coordinates were established by classical geodetic methods
 LX6946.and adjusted by the National Geodetic Survey in August 1998..
 LX6946
 LX6946
 LX6946.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6946
 LX6946.The geoid height was determined by GEOID03.
 LX6946
 LX6946;                    North         East     Units Scale Factor Converg.
 LX6946;SPC CT       -   238,428.291   313,518.792   MT  0.99998398   +0 04 09.7
 LX6946;SPC CT       -   782,243.48  1,028,602.90   sFT  0.99998398   +0 04 09.7
 LX6946;UTM  18      - 4,608,921.391   696,200.651   MT  1.00007374   +1 33 50.5
 LX6946
 LX6946                          SUPERSEDED SURVEY CONTROL
 LX6946
 LX6946  NAD 83(1992)-  41 36 28.44822(N)    072 38 43.47724(W) AD(       ) 4
 LX6946  NAD 83(1986)-  41 36 28.45010(N)    072 38 43.47904(W) AD(       ) 4
 LX6946  NAD 27      -  41 36 28.08600(N)    072 38 45.14800(W) AD(       ) 3
 LX6946
 LX6946.Superseded values are not recommended for survey control.
 LX6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6946.See file dsdata.txt to determine how the superseded data were derived.
 LX6946
 LX6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9620108921(NAD 83)
 LX6946
 LX6946  HISTORY     - Date     Condition        Report By
 LX6946  HISTORY     - 1935     MONUMENTED       CGS
 LX6946  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6946
 LX6946                          STATION DESCRIPTION
 LX6946
 LX6946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6946'THE HOTHOUSE OF MR. A.N. PIERSON ARE ON THE E SIDE OF NOOKS
 LX6946'HILL ROAD IN THE EASTERN PART OF THE VILLAGE OF CROMWELL.  THE
 LX6946'RIDGEPOLES OF THE HOUSES RUN E AND W AND THERE ARE TEN OF THEM.
 LX6946'
 LX6946'THE STACK IS AT THE E END OF THE HOUSES.  IT IS A CIRCULAR BROWN
 LX6946'BRICK STACK WITH AN ENLARGED TOP.  THERE IS A LARGE BANK AROUND
 LX6946'THE STACK NEAR THE TOP.
 LX6946'
 LX6946'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT
 LX6946'175 FEET.
 LX6946
 LX6946                          STATION RECOVERY (1948)
 LX6946
 LX6946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6946'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4465 ***********************************************************************
 DH4465  DESIGNATION -  EAST GRANBY
 DH4465  PID         -  DH4465
 DH4465  STATE/COUNTY-  CT/HARTFORD
 DH4465  USGS QUAD   -  WINDSOR LOCKS (1984)
 DH4465
 DH4465                         *CURRENT SURVEY CONTROL
 DH4465  ___________________________________________________________________
 DH4465* NAD 83(1996)-  41 55 24.34739(N)    072 41 55.88195(W)     ADJUSTED  
 DH4465* NAVD 88     -        59.4    (meters)     195.     (feet)  GPS OBS   
 DH4465  ___________________________________________________________________
 DH4465  X           -   1,413,426.579 (meters)                     COMP
 DH4465  Y           -  -4,537,671.204 (meters)                     COMP
 DH4465  Z           -   4,239,299.950 (meters)                     COMP
 DH4465  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DH4465  ELLIP HEIGHT-          30.30  (meters)          (05/31/05) GPS OBS
 DH4465  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH4465
 DH4465  HORZ ORDER  -  A
 DH4465  ELLP ORDER  -  THIRD     CLASS I
 DH4465
 DH4465.The horizontal coordinates were established by GPS observations
 DH4465.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4465
 DH4465.The orthometric height was determined by GPS observations and a
 DH4465.high-resolution geoid model.
 DH4465
 DH4465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4465
 DH4465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4465
 DH4465.The ellipsoidal height was determined by GPS observations
 DH4465.and is referenced to NAD 83.
 DH4465
 DH4465.The geoid height was determined by GEOID03.
 DH4465
 DH4465;                    North         East     Units Scale Factor Converg.
 DH4465;SPC CT       -   273,469.238   309,043.023   MT  1.00000624   +0 02 02.1
 DH4465;SPC CT       -   897,206.99  1,013,918.65   sFT  1.00000624   +0 02 02.1
 DH4465;UTM  18      - 4,643,835.607   690,809.155   MT  1.00004803   +1 32 16.6
 DH4465
 DH4465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4465!SPC CT       -   0.99999525  x   1.00000624  =   1.00000149
 DH4465!UTM  18      -   0.99999525  x   1.00004803  =   1.00004328
 DH4465
 DH4465                          SUPERSEDED SURVEY CONTROL
 DH4465
 DH4465.No superseded survey control is available for this station.
 DH4465
 DH4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9080943836(NAD 83)
 DH4465_MARKER: Z = SEE DESCRIPTION
 DH4465_SETTING: 0 = UNSPECIFIED SETTING
 DH4465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4465+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4465
 DH4465  HISTORY     - Date     Condition        Report By
 DH4465  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4465
 DH4465                          STATION DESCRIPTION
 DH4465
 DH4465'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4465'BASE STATION EAST GRANBY IS A TRIMBLE NAVIGATION COMPANY COMPACT  DOME
 DH4465'GPS ANTENNA PERMANENTLY INSTALLED ON A STEEL POLE WHICH IS  BOLTED TO
 DH4465'THE EXTERIOR OF THE NORTH WALL OF THE UPPER SECTION OF  THE CONNDOT
 DH4465'REPAIR GARAGE (81-260) IN EAST GRANBY. TO REACH THE STATION FROM THE
 DH4465'INTERSECTION OF CT ROUTE 187  (NORTH MAIN STREET) AND CT ROUTE 20
 DH4465'(RAINBOW ROAD), PROCEED  SOUTHEAST ON CT ROUTE 20 FOR 1.73 MI. TO EAST
 DH4465'GRANBY ROAD. TURN  RIGHT ONTO EAST GRANBY ROAD AND PROCEED SOUTHEAST
 DH4465'FOR 200 FT.  TO THE CONNDOT MAINTENANCE/REPAIR FACILITY ENTRANCE. TURN
 DH4465'LEFT  INTO THE DRIVEWAY AND PROCEED EAST FOR 0.25 MI., PAST THE
 DH4465'CONNDOT  MAINTENANCE GARAGE AND SALT SHED, TO THE CONNDOT REPAIR
 DH4465'GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5829 ***********************************************************************
 DH5829  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5829  DESIGNATION -  EAST GRANBY CORS ARP
 DH5829  CORS_ID     -  CTEG
 DH5829  PID         -  DH5829
 DH5829  STATE/COUNTY-  CT/HARTFORD
 DH5829  USGS QUAD   -  WINDSOR LOCKS (1984)
 DH5829
 DH5829                         *CURRENT SURVEY CONTROL
 DH5829  ___________________________________________________________________
 DH5829* NAD 83(CORS)-  41 55 24.34724(N)    072 41 55.88116(W)     ADJUSTED  
 DH5829* NAVD 88     -                                                        
 DH5829  ___________________________________________________________________
 DH5829  EPOCH DATE  -        2002.00
 DH5829  X           -   1,413,426.592 (meters)                     COMP
 DH5829  Y           -  -4,537,671.188 (meters)                     COMP
 DH5829  Z           -   4,239,299.933 (meters)                     COMP
 DH5829  ELLIP HEIGHT-          30.28  (meters)          (09/??/05) GPS OBS
 DH5829  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH5829
 DH5829  HORZ ORDER  -  SPECIAL (CORS)
 DH5829  ELLP ORDER  -  SPECIAL (CORS)
 DH5829
 DH5829.ITRF positions are available for this station.
 DH5829.The coordinates were established by GPS observations
 DH5829.and adjusted by the National Geodetic Survey in September 2005..
 DH5829.The coordinates are valid at the epoch date displayed above.
 DH5829.The epoch date for horizontal control is a decimal equivalence
 DH5829.of Year/Month/Day.
 DH5829
 DH5829
 DH5829.The PID for the CORS L1 Phase Center is DH5830.
 DH5829
 DH5829.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5829
 DH5829.The ellipsoidal height was determined by GPS observations
 DH5829.and is referenced to NAD 83.
 DH5829
 DH5829.The geoid height was determined by GEOID03.
 DH5829
 DH5829;                    North         East     Units Scale Factor Converg.
 DH5829;SPC CT       -   273,469.233   309,043.041   MT  1.00000624   +0 02 02.1
 DH5829;SPC CT       -   897,206.98  1,013,918.71   sFT  1.00000624   +0 02 02.1
 DH5829
 DH5829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5829!SPC CT       -   0.99999525  x   1.00000624  =   1.00000149
 DH5829
 DH5829                          SUPERSEDED SURVEY CONTROL
 DH5829
 DH5829.No superseded survey control is available for this station.
 DH5829
 DH5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9080943836(NAD 83)
 DH5829_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5829
 DH5829                          STATION DESCRIPTION
 DH5829
 DH5829'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5829'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5829'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5829'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5829'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5829'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5830 ***********************************************************************
 DH5830  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5830  DESIGNATION -  EAST GRANBY CORS L1 PHASE CENTER
 DH5830  CORS_ID     -  CTEG
 DH5830  PID         -  DH5830
 DH5830  STATE/COUNTY-  CT/HARTFORD
 DH5830  USGS QUAD   -  WINDSOR LOCKS (1984)
 DH5830
 DH5830                         *CURRENT SURVEY CONTROL
 DH5830  ___________________________________________________________________
 DH5830* NAD 83(CORS)-  41 55 24.34728(N)    072 41 55.88114(W)     ADJUSTED  
 DH5830* NAVD 88     -                                                        
 DH5830  ___________________________________________________________________
 DH5830  EPOCH DATE  -        2002.00
 DH5830  X           -   1,413,426.617 (meters)                     COMP
 DH5830  Y           -  -4,537,671.265 (meters)                     COMP
 DH5830  Z           -   4,239,300.007 (meters)                     COMP
 DH5830  ELLIP HEIGHT-          30.39  (meters)          (09/??/05) GPS OBS
 DH5830  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH5830
 DH5830  HORZ ORDER  -  SPECIAL (CORS)
 DH5830  ELLP ORDER  -  SPECIAL (CORS)
 DH5830
 DH5830.ITRF positions are available for this station.
 DH5830.The coordinates were established by GPS observations
 DH5830.and adjusted by the National Geodetic Survey in September 2005..
 DH5830.The coordinates are valid at the epoch date displayed above.
 DH5830.The epoch date for horizontal control is a decimal equivalence
 DH5830.of Year/Month/Day.
 DH5830
 DH5830
 DH5830.The PID for the CORS ARP is DH5829.
 DH5830
 DH5830.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5830
 DH5830.The ellipsoidal height was determined by GPS observations
 DH5830.and is referenced to NAD 83.
 DH5830
 DH5830.The geoid height was determined by GEOID03.
 DH5830
 DH5830;                    North         East     Units Scale Factor Converg.
 DH5830;SPC CT       -   273,469.234   309,043.042   MT  1.00000624   +0 02 02.1
 DH5830;SPC CT       -   897,206.98  1,013,918.71   sFT  1.00000624   +0 02 02.1
 DH5830
 DH5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5830!SPC CT       -   0.99999523  x   1.00000624  =   1.00000147
 DH5830
 DH5830                          SUPERSEDED SURVEY CONTROL
 DH5830
 DH5830.No superseded survey control is available for this station.
 DH5830
 DH5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9080943836(NAD 83)
 DH5830_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5830
 DH5830                          STATION DESCRIPTION
 DH5830
 DH5830'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5830'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5830'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5830'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5830'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5830'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6009 ***********************************************************************
 LX6009  DESIGNATION -  EAST HADDAM CONG CHURCH
 LX6009  PID         -  LX6009
 LX6009  STATE/COUNTY-  CT/MIDDLESEX
 LX6009  USGS QUAD   -  DEEP RIVER (1971)
 LX6009
 LX6009                         *CURRENT SURVEY CONTROL
 LX6009  ___________________________________________________________________
 LX6009* NAD 83(1996)-  41 28 49.15479(N)    072 26 47.41473(W)     ADJUSTED  
 LX6009* NAVD 88     -                                                        
 LX6009  ___________________________________________________________________
 LX6009  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LX6009  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX6009
 LX6009  HORZ ORDER  -  THIRD
 LX6009
 LX6009.The horizontal coordinates were established by classical geodetic methods
 LX6009.and adjusted by the National Geodetic Survey in August 1998..
 LX6009
 LX6009
 LX6009.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6009
 LX6009.The geoid height was determined by GEOID03.
 LX6009
 LX6009;                    North         East     Units Scale Factor Converg.
 LX6009;SPC CT       -   224,297.977   330,148.556   MT  0.99998357   +0 12 04.4
 LX6009;SPC CT       -   735,884.28  1,083,162.39   sFT  0.99998357   +0 12 04.4
 LX6009;UTM  18      - 4,595,227.271   713,195.127   MT  1.00015939   +1 41 31.1
 LX6009
 LX6009                          SUPERSEDED SURVEY CONTROL
 LX6009
 LX6009  NAD 83(1992)-  41 28 49.15403(N)    072 26 47.41449(W) AD(       ) 4
 LX6009  NAD 83(1986)-  41 28 49.15571(N)    072 26 47.41705(W) AD(       ) 4
 LX6009  NAD 27      -  41 28 48.79900(N)    072 26 49.11900(W) AD(       ) 3
 LX6009
 LX6009.Superseded values are not recommended for survey control.
 LX6009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6009.See file dsdata.txt to determine how the superseded data were derived.
 LX6009
 LX6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1319595227(NAD 83)
 LX6009
 LX6009  HISTORY     - Date     Condition        Report By
 LX6009  HISTORY     - UNK      MONUMENTED
 LX6009  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6009  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6009  HISTORY     - 1984     GOOD             USPSQD
 LX6009  HISTORY     - 19900407 GOOD             USPSQD
 LX6009  HISTORY     - 19970603 GOOD             USPSQD
 LX6009
 LX6009                          STATION DESCRIPTION
 LX6009
 LX6009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6009'THE STATION IS OFFICIALLY KNOWN AS THE FIRST CHURCH OF
 LX6009'CHRIST (CONGREGATIONAL).  IT IS LOCATED IN THE LITTLE HADDAM
 LX6009'DISTRICT OF THE TOWN AT THE INTERSECTION OF THE MAIN ROAD FROM
 LX6009'MOODUS AND A ROAD LEADING WESTERLY TO THE VILLAGE OF EAST
 LX6009'HADDAM, (QUICK ROW).
 LX6009'
 LX6009'THE CHURCH WAS ERECTED IN 1794 AND THE ORIGINAL LINES HAVE
 LX6009'BEEN PRESERVED.
 LX6009'
 LX6009'THE SPIRE IS ON THE E WALL OF THE CHURCH PROPER AND MIDWAY
 LX6009'OF THE BUILDING IN A N AND S DIRECTION.  A SECOND, LOWER GABLE
 LX6009'PROJECTS BEYOND THE SPIRE.  THE SPIRE IS SQUARE IN SECTION AND
 LX6009'ORNAMENTED WITH TWO RAILED BALCONIES.  BELOW EACH BALCONY IS
 LX6009'A SERIES OF FOUR ARCHED OPENINGS WITH GREEN LOUVRES.  THE
 LX6009'SLOPING PART OF THE SPIRE IS SHINGLED AND TERMINATES IN A
 LX6009'BALL WITH WEATHER VANE ABOVE.
 LX6009'
 LX6009'CENTER IS THE AXIS OF THE WEATHER VANE.
 LX6009'
 LX6009'IT IS ABOUT 40 METERS W OF THE CENTER LINE OF THE MOODUS ROAD.
 LX6009'
 LX6009'THIS SPIRE IS A PROMINENT AND WELL KNOWN LANDMARK
 LX6009'BECAUSE OF ITS WHITE COLOR.
 LX6009
 LX6009                          STATION RECOVERY (1971)
 LX6009
 LX6009'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6009'CONDITION GOOD.
 LX6009
 LX6009                          STATION RECOVERY (1984)
 LX6009
 LX6009'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6009'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX6009'AND ACCURATE.
 LX6009
 LX6009                          STATION RECOVERY (1990)
 LX6009
 LX6009'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6009'RECOVERED IN GOOD CONDITION.
 LX6009
 LX6009                          STATION RECOVERY (1997)
 LX6009
 LX6009'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5968 ***********************************************************************
 LX5968  DESIGNATION -  EAST HADDAM FIRE TOWER
 LX5968  PID         -  LX5968
 LX5968  STATE/COUNTY-  CT/MIDDLESEX
 LX5968  USGS QUAD   -  DEEP RIVER (1971)
 LX5968
 LX5968                         *CURRENT SURVEY CONTROL
 LX5968  ___________________________________________________________________
 LX5968* NAD 83(1996)-  41 28 13.28954(N)    072 24 23.67001(W)     ADJUSTED  
 LX5968* NAVD 88     -                                                        
 LX5968  ___________________________________________________________________
 LX5968  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX5968  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX5968
 LX5968  HORZ ORDER  -  THIRD
 LX5968
 LX5968.The horizontal coordinates were established by classical geodetic methods
 LX5968.and adjusted by the National Geodetic Survey in August 1998..
 LX5968
 LX5968
 LX5968.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5968
 LX5968.The geoid height was determined by GEOID03.
 LX5968
 LX5968;                    North         East     Units Scale Factor Converg.
 LX5968;SPC CT       -   223,204.013   333,487.811   MT  0.99998375   +0 13 39.8
 LX5968;SPC CT       -   732,295.17  1,094,117.93   sFT  0.99998375   +0 13 39.8
 LX5968;UTM  18      - 4,594,220.354   716,562.330   MT  1.00017720   +1 43 05.2
 LX5968
 LX5968                          SUPERSEDED SURVEY CONTROL
 LX5968
 LX5968  NAD 83(1992)-  41 28 13.28878(N)    072 24 23.66970(W) AD(       ) 4
 LX5968  NAD 83(1986)-  41 28 13.29039(N)    072 24 23.67228(W) AD(       ) 4
 LX5968  NAD 27      -  41 28 12.93000(N)    072 24 25.38500(W) AD(       ) 3
 LX5968
 LX5968.Superseded values are not recommended for survey control.
 LX5968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5968.See file dsdata.txt to determine how the superseded data were derived.
 LX5968
 LX5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1656294220(NAD 83)
 LX5968_MARKER: 57 = LOOKOUT TOWER
 LX5968
 LX5968  HISTORY     - Date     Condition        Report By
 LX5968  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5968  HISTORY     - 1971     GOOD             CTGS
 LX5968  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5968
 LX5968                          STATION DESCRIPTION
 LX5968
 LX5968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5968'THIS IS A FIRE LOOKOUT, ESTABLISHED AND OWNED BY THE FOREST FIRE
 LX5968'SERVICE, STATE OF CONNECTICUT.  IT IS 2-1/4 MILES E OF ROUTE 82 ON
 LX5968'A ROAD DESIGNATED AS THE EAST HADDAM FIRE TOWER ROAD.
 LX5968'
 LX5968'THE TOWER IS A SKELETON STEEL STRUCTURE ABOUT 20 METERS N OF
 LX5968'THE CENTER LINE OF THE HIGHWAY.  THERE IS A SQUARE, GLASS-ENCLOSED
 LX5968'LOOKOUTS STATION AT THE TOP.  A FLAGSTAFF IS AFFIXED TO THE
 LX5968'SE CORNER OF THE ROOM.  THE GALVANIZED ROOF IS PYRAMIDAL WITH
 LX5968'A ROUND ORNAMENT AT THE APEX.
 LX5968'
 LX5968'CENTER IS THE CENTER LINE OF THIS BALL.
 LX5968'
 LX5968'THE TOWER IS 75 FEET HIGH AT AN ELEVATION OF 604 FEET AND
 LX5968'THUS BECOMES A PROMINENT LANDMARK.
 LX5968
 LX5968                          STATION RECOVERY (1971)
 LX5968
 LX5968'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5968'GOOD
 LX5968
 LX5968                          STATION RECOVERY (1984)
 LX5968
 LX5968'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5968'TOWER NOT RECOVERED AT SITE.  FOUR CONCRETE FOUNDATION PILLARS
 LX5968'AND CONCRETE STEPS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6064 ***********************************************************************
 LX6064  DESIGNATION -  EAST HADDAM HWY BRIDGE FLAG
 LX6064  PID         -  LX6064
 LX6064  STATE/COUNTY-  CT/MIDDLESEX
 LX6064  USGS QUAD   -  DEEP RIVER (1971)
 LX6064
 LX6064                         *CURRENT SURVEY CONTROL
 LX6064  ___________________________________________________________________
 LX6064* NAD 83(1996)-  41 27 06.92001(N)    072 27 49.27072(W)     ADJUSTED  
 LX6064* NAVD 88     -                                                        
 LX6064  ___________________________________________________________________
 LX6064  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX6064  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6064
 LX6064  HORZ ORDER  -  THIRD
 LX6064
 LX6064.The horizontal coordinates were established by classical geodetic methods
 LX6064.and adjusted by the National Geodetic Survey in August 1998..
 LX6064
 LX6064
 LX6064.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6064
 LX6064.The geoid height was determined by GEOID03.
 LX6064
 LX6064;                    North         East     Units Scale Factor Converg.
 LX6064;SPC CT       -   221,139.122   328,723.955   MT  0.99998415   +0 11 23.4
 LX6064;SPC CT       -   725,520.60  1,078,488.51   sFT  0.99998415   +0 11 23.4
 LX6064;UTM  18      - 4,592,031.885   711,852.930   MT  1.00015237   +1 40 46.7
 LX6064
 LX6064                          SUPERSEDED SURVEY CONTROL
 LX6064
 LX6064  NAD 83(1992)-  41 27 06.91921(N)    072 27 49.27048(W) AD(       ) 4
 LX6064  NAD 83(1986)-  41 27 06.92101(N)    072 27 49.27309(W) AD(       ) 4
 LX6064  NAD 27      -  41 27 06.57000(N)    072 27 50.98000(W) AD(       ) 3
 LX6064
 LX6064.Superseded values are not recommended for survey control.
 LX6064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6064.See file dsdata.txt to determine how the superseded data were derived.
 LX6064
 LX6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1185392032(NAD 83)
 LX6064_MARKER: 62 = FLAGPOLE
 LX6064
 LX6064  HISTORY     - Date     Condition        Report By
 LX6064  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX6064  HISTORY     - 1948     GOOD             CGS
 LX6064  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6064
 LX6064                          STATION DESCRIPTION
 LX6064
 LX6064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6064'THIS STATION IS ON THE SWING SPAN OF THE EAST HADDAM HIGHWAY
 LX6064'BRIDGE.  FOUR VERTICAL MEMBERS, WITH THE NECESSARY BRACING, MAKE
 LX6064'UP THE CENTER OF THIS SPAN.  THE FLAGSTAFF, WHICH SURMOUNTS A
 LX6064'LIGHT SUPPORT, IS ON THE NORTHWESTERLY OF THESE VERTICAL MEMBERS.
 LX6064'
 LX6064'CENTER IS THE CENTER LINE OF THE FLAGSTAFF WHEN THE BRIDGE
 LX6064'IS IN A CLOSED POSITION.
 LX6064
 LX6064                          STATION RECOVERY (1948)
 LX6064
 LX6064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6064'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6064
 LX6064                          STATION RECOVERY (1984)
 LX6064
 LX6064'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6064'FLAGSTAFF REMOVED FROM STATION.  THE LIGHT SUPPORT REMAINS
 LX6064'SO THAT THE CENTERLINE PROBABLY CAN BE ASCERTAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6065 ***********************************************************************
 LX6065  DESIGNATION -  EAST HADDAM TRANSM TWR E SIDE
 LX6065  PID         -  LX6065
 LX6065  STATE/COUNTY-  CT/MIDDLESEX
 LX6065  USGS QUAD   -  DEEP RIVER (1971)
 LX6065
 LX6065                         *CURRENT SURVEY CONTROL
 LX6065  ___________________________________________________________________
 LX6065* NAD 83(1996)-  41 27 40.11259(N)    072 27 48.74668(W)     ADJUSTED  
 LX6065* NAVD 88     -                                                        
 LX6065  ___________________________________________________________________
 LX6065  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX6065  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6065
 LX6065  HORZ ORDER  -  THIRD
 LX6065
 LX6065.The horizontal coordinates were established by classical geodetic methods
 LX6065.and adjusted by the National Geodetic Survey in August 1998..
 LX6065
 LX6065
 LX6065.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6065
 LX6065.The geoid height was determined by GEOID03.
 LX6065
 LX6065;                    North         East     Units Scale Factor Converg.
 LX6065;SPC CT       -   222,163.156   328,732.723   MT  0.99998394   +0 11 23.8
 LX6065;SPC CT       -   728,880.29  1,078,517.28   sFT  0.99998394   +0 11 23.8
 LX6065;UTM  18      - 4,593,055.974   711,835.066   MT  1.00015227   +1 40 48.2
 LX6065
 LX6065                          SUPERSEDED SURVEY CONTROL
 LX6065
 LX6065  NAD 83(1992)-  41 27 40.11180(N)    072 27 48.74646(W) AD(       ) 4
 LX6065  NAD 83(1986)-  41 27 40.11355(N)    072 27 48.74904(W) AD(       ) 4
 LX6065  NAD 27      -  41 27 39.75200(N)    072 27 50.45300(W) AD(       ) 3
 LX6065
 LX6065.Superseded values are not recommended for survey control.
 LX6065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6065.See file dsdata.txt to determine how the superseded data were derived.
 LX6065
 LX6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1183593056(NAD 83)
 LX6065
 LX6065  HISTORY     - Date     Condition        Report By
 LX6065  HISTORY     - 1934     MONUMENTED       CGS
 LX6065  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6065  HISTORY     - 19970603 GOOD             USPSQD
 LX6065
 LX6065                          STATION DESCRIPTION
 LX6065
 LX6065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6065'THE STATION IS ON A TOWER SUPPORTING THE HIGH TENSION LINES
 LX6065'OF THE CONNECTICUT LIGHT AND POWER COMPANY.  THE LINE CROSSES
 LX6065'THE CONNECTICUT RIVER ABOUT 0.6 MILE ABOVE THE EAST HADDAM
 LX6065'HIGHWAY BRIDGE.  THIS TOWER IS AT THE EASTERLY END OF THE
 LX6065'RIVER CROSSING.
 LX6065'
 LX6065'IT IS ON THE E SIDE OF THE MAIN HIGHWAY TO MOODUS AT A POINT
 LX6065'WHERE THREE DRY MASONRY WALLS, ONE ABOVE THE OTHER, HAVE BEEN
 LX6065'BUILT TO HOLD THE BANK.  THE TOWER IS A SKELETON STEEL STRUCTURE
 LX6065'WITH A STEEL LADDER ON THE RIVER SIDE.  IT IS FOUNDED ON FOUR
 LX6065'CONCRETE PIERS.
 LX6065'
 LX6065'ABOVE THE THREE CROSS ARMS CARRYING THE POWER LINES, IS A STEEL
 LX6065'A FRAME WHICH CARRIES THE STATIC WIRE.
 LX6065'
 LX6065'CENTER IS THE APEX OF THIS A FRAME.
 LX6065
 LX6065                          STATION RECOVERY (1969)
 LX6065
 LX6065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6065'THE STATION WAS APPARENTLY RECOVERED IN GOOD CONDITION.  THE
 LX6065'POSITION WAS CHECKED AGAINST A PHOTO PLOT OF THE TOWER WITH
 LX6065'GOOD RESULTS.
 LX6065'
 LX6065'RECOVERED BY BOAT.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6065
 LX6065                          STATION RECOVERY (1997)
 LX6065
 LX6065'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7042 ***********************************************************************
 LX7042  DESIGNATION -  EAST HARTFORD BOURQUE TOWER
 LX7042  PID         -  LX7042
 LX7042  STATE/COUNTY-  CT/HARTFORD
 LX7042  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7042
 LX7042                         *CURRENT SURVEY CONTROL
 LX7042  ___________________________________________________________________
 LX7042* NAD 83(1996)-  41 44 46.13902(N)    072 38 07.51236(W)     ADJUSTED  
 LX7042* NAVD 88     -                                                        
 LX7042  ___________________________________________________________________
 LX7042  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LX7042  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7042
 LX7042  HORZ ORDER  -  THIRD
 LX7042
 LX7042.The horizontal coordinates were established by classical geodetic methods
 LX7042.and adjusted by the National Geodetic Survey in August 1998..
 LX7042
 LX7042
 LX7042.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7042
 LX7042.The geoid height was determined by GEOID03.
 LX7042
 LX7042;                    North         East     Units Scale Factor Converg.
 LX7042;SPC CT       -   253,783.839   314,331.179   MT  0.99999000   +0 04 33.5
 LX7042;SPC CT       -   832,622.48  1,031,268.21   sFT  0.99999000   +0 04 33.5
 LX7042;UTM  18      - 4,624,294.275   696,611.692   MT  1.00007571   +1 34 29.7
 LX7042
 LX7042                          SUPERSEDED SURVEY CONTROL
 LX7042
 LX7042  NAD 83(1996)-  41 44 46.13859(N)    072 38 07.51248(W) AD(       ) 4
 LX7042  NAD 83(1992)-  41 44 46.13876(N)    072 38 07.51271(W) AD(       ) 4
 LX7042  NAD 83(1992)-  41 44 46.14007(N)    072 38 07.51378(W) AD(       ) 4
 LX7042  NAD 83(1986)-  41 44 46.14038(N)    072 38 07.51386(W) AD(       ) 4
 LX7042  NAD 27      -  41 44 45.77000(N)    072 38 09.19000(W) AD(       ) 3
 LX7042
 LX7042.Superseded values are not recommended for survey control.
 LX7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7042.See file dsdata.txt to determine how the superseded data were derived.
 LX7042
 LX7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9661224294(NAD 83)
 LX7042
 LX7042  HISTORY     - Date     Condition        Report By
 LX7042  HISTORY     - 1935     MONUMENTED       CGS
 LX7042  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7042  HISTORY     - 19950926 MARK NOT FOUND   USPSQD
 LX7042
 LX7042                          STATION DESCRIPTION
 LX7042
 LX7042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7042'THE HOUSE OF ALEXANDER BOURQUE IS ON THE W SIDE OF ROUTE 15 JUST S
 LX7042'OF THE PRATT AND WHITNEY AIRCRAFT PLANT.  THE BUILDING IS A 2-1/2
 LX7042'-STORY FRAME BUILDING WITH A RED COMPOSITION ROOF.  THE TOWER IS
 LX7042'OCTAGONAL WITH THREE SETS OF WINDOWS - ONE IN EACH FACE OF THE
 LX7042'TOWER.  THE ROOF IS AN OCTAGONAL PYRAMID SURMOUNTED BY A BALL AT
 LX7042'THE APEX.  THE STATION IS THE APEX OF THE TOWER.  HEIGHT ABOUT
 LX7042'50 FEET.
 LX7042
 LX7042                          STATION RECOVERY (1948)
 LX7042
 LX7042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7042'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX7042
 LX7042                          STATION RECOVERY (1995)
 LX7042
 LX7042'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6625 ***********************************************************************
 LX6625  DESIGNATION -  EAST HARTFORD CONG CH TOWER
 LX6625  PID         -  LX6625
 LX6625  STATE/COUNTY-  CT/HARTFORD
 LX6625  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6625
 LX6625                         *CURRENT SURVEY CONTROL
 LX6625  ___________________________________________________________________
 LX6625* NAD 83(1996)-  41 46 08.47000(N)    072 38 39.75589(W)     ADJUSTED  
 LX6625* NAVD 88     -                                                        
 LX6625  ___________________________________________________________________
 LX6625  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LX6625  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX6625
 LX6625  HORZ ORDER  -  THIRD
 LX6625
 LX6625.The horizontal coordinates were established by classical geodetic methods
 LX6625.and adjusted by the National Geodetic Survey in August 1998..
 LX6625
 LX6625
 LX6625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6625
 LX6625.The geoid height was determined by GEOID03.
 LX6625
 LX6625;                    North         East     Units Scale Factor Converg.
 LX6625;SPC CT       -   256,322.971   313,583.085   MT  0.99999156   +0 04 12.1
 LX6625;SPC CT       -   840,952.95  1,028,813.84   sFT  0.99999156   +0 04 12.1
 LX6625;UTM  18      - 4,626,813.174   695,797.352   MT  1.00007178   +1 34 10.7
 LX6625
 LX6625                          SUPERSEDED SURVEY CONTROL
 LX6625
 LX6625  NAD 83(1996)-  41 46 08.46958(N)    072 38 39.75608(W) AD(       ) 4
 LX6625  NAD 83(1992)-  41 46 08.46982(N)    072 38 39.75609(W) AD(       ) 4
 LX6625  NAD 83(1992)-  41 46 08.47101(N)    072 38 39.75753(W) AD(       ) 4
 LX6625  NAD 83(1986)-  41 46 08.47132(N)    072 38 39.75744(W) AD(       ) 4
 LX6625  NAD 27      -  41 46 08.11000(N)    072 38 41.42500(W) AD(       ) 3
 LX6625
 LX6625.Superseded values are not recommended for survey control.
 LX6625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6625.See file dsdata.txt to determine how the superseded data were derived.
 LX6625
 LX6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9579726813(NAD 83)
 LX6625
 LX6625  HISTORY     - Date     Condition        Report By
 LX6625  HISTORY     - 1875     MONUMENTED       COASUR
 LX6625  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6625  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6625
 LX6625                          STATION DESCRIPTION
 LX6625
 LX6625'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6625'THE EAST HARTFORD CONGREGATIONAL CHURCH IS ON THE W SIDE OF MAIN
 LX6625'STREET AND S OF CONNECTICUT BOULEVARD.  THE CHURCH IS A
 LX6625'TWO-STORY FRAME BUILDING WITH FLAT GABLE ROOF.  THE BASEMENT IS
 LX6625'MADE OF BROWN BRICK.  THE OVERHANGING GABLE AT THE FRONT OF THE
 LX6625'CHURCH IS SUPPORTED ON 6 FLUTED COLUMNS THAT ARE SPACED
 LX6625'EQUIDISTANT APART.  THE TOWER IS SQUARE AND IN TWO SECTIONS AND
 LX6625'IS NEAR THE FRONT CENTER OF THE BUILDING.  IN THE LOWER SECTION
 LX6625'OF THE TOWER ARE LOUVRES AND IN THE UPPER SECTION THERE IS A
 LX6625'CLOCK FACE IN EACH SIDE.  THE STATION IS THE CENTER LINE OF THE
 LX6625'TOWER.  HEIGHT ABOUT 60 FEET.
 LX6625
 LX6625                          STATION RECOVERY (1971)
 LX6625
 LX6625'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6625'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6665 ***********************************************************************
 LX6665  DESIGNATION -  EAST HARTFORD E BASE
 LX6665  PID         -  LX6665
 LX6665  STATE/COUNTY-  CT/HARTFORD
 LX6665  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6665
 LX6665                         *CURRENT SURVEY CONTROL
 LX6665  ___________________________________________________________________
 LX6665* NAD 83(1996)-  41 46 09.54761(N)    072 39 49.92273(W)     ADJUSTED  
 LX6665* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX6665  ___________________________________________________________________
 LX6665  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LX6665  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX6665
 LX6665  HORZ ORDER  -  THIRD
 LX6665
 LX6665.The horizontal coordinates were established by classical geodetic methods
 LX6665.and adjusted by the National Geodetic Survey in August 1998..
 LX6665
 LX6665.The orthometric height was scaled from a topographic map.
 LX6665
 LX6665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6665
 LX6665.The geoid height was determined by GEOID03.
 LX6665
 LX6665;                    North         East     Units Scale Factor Converg.
 LX6665;SPC CT       -   256,354.420   311,962.413   MT  0.99999158   +0 03 25.6
 LX6665;SPC CT       -   841,056.13  1,023,496.68   sFT  0.99999158   +0 03 25.6
 LX6665;UTM  18      - 4,626,802.198   694,176.288   MT  1.00006400   +1 33 24.0
 LX6665
 LX6665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6665!SPC CT       -   1.00000386  x   0.99999158  =   0.99999544
 LX6665!UTM  18      -   1.00000386  x   1.00006400  =   1.00006786
 LX6665
 LX6665:                Primary Azimuth Mark                     Grid Az
 LX6665:SPC CT       -  EAST HARTFORD FIRST NATL TANK            064 05 00.3
 LX6665:UTM  18      -  EAST HARTFORD FIRST NATL TANK            062 35 01.9
 LX6665
 LX6665|---------------------------------------------------------------------|
 LX6665| PID    Reference Object                     Distance      Geod. Az  |
 LX6665|                                                           dddmmss.s |
 LX6665| LX6629 EAST HARTFORD FIRST NATL TANK       APPROX. 3.0 KM 0640825.9 |
 LX6665| LX6662 HARTFORD CH OF GOOD SHEPHERD        APPROX. 1.4 KM 1972704.6 |
 LX6665| LX6676 AMERICAN INDUSTRIAL                 APPROX. 0.8 KM 2645349.4 |
 LX6665| LX6650 HARTFORD NORTH METH CHURCH          APPROX. 1.8 KM 3251510.1 |
 LX6665|---------------------------------------------------------------------|
 LX6665
 LX6665                          SUPERSEDED SURVEY CONTROL
 LX6665
 LX6665  NAD 83(1996)-  41 46 09.54719(N)    072 39 49.92287(W) AD(       ) 3
 LX6665  NAD 83(1992)-  41 46 09.54746(N)    072 39 49.92301(W) AD(       ) 3
 LX6665  NAD 83(1992)-  41 46 09.54862(N)    072 39 49.92427(W) AD(       ) 3
 LX6665  NAD 83(1986)-  41 46 09.54895(N)    072 39 49.92429(W) AD(       ) 3
 LX6665  NAD 27      -  41 46 09.18800(N)    072 39 51.58600(W) AD(       ) 3
 LX6665
 LX6665.Superseded values are not recommended for survey control.
 LX6665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6665.See file dsdata.txt to determine how the superseded data were derived.
 LX6665
 LX6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9417626802(NAD 83)
 LX6665
 LX6665  HISTORY     - Date     Condition        Report By
 LX6665  HISTORY     - 1935     MONUMENTED       CGS
 LX6665  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6665
 LX6665                          STATION DESCRIPTION
 LX6665
 LX6665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6665'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX6665'U.S. ARMY, IN 1909.  IT IS AT THE S SIDE OF THE S SIDEWALK OF THE
 LX6665'HIGHWAY BRIDGE.  THE S EDGE OF THE BRIDGE IS GUARDED BY A MASSIVE
 LX6665'STONE WALL.  A SERIES OF LONG, NARROW, GRANITE BLOCKS IS LAID
 LX6665'BETWEEN THE BASE OF THIS WALL AND THE SIDEWALK SLABS.  THE
 LX6665'STATION IS IN THE 20TH SUCH BLOCK, COUNTING FROM THE E END
 LX6665'OF THE BRIDGE.
 LX6665'
 LX6665'IT IS 0.30 METER N OF THE N FACE OF THE S GUARD WALL AND 2.76
 LX6665'METERS S OF THE N FACE OF THE S CURB.  THE CENTER OF THE THIRD
 LX6665'ORNAMENTAL LAMPPOST ON THE S SIDE OF THE BRIDGE IS 4.95 METERS
 LX6665'DISTANT.
 LX6665'
 LX6665'CENTER IS A BRASS PLUG WITH ITS UPPER END SET FLUSH WITH THE STONE.
 LX6665
 LX6665                          STATION RECOVERY (1948)
 LX6665
 LX6665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6665'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6629 ***********************************************************************
 LX6629  DESIGNATION -  EAST HARTFORD FIRST NATL TANK
 LX6629  PID         -  LX6629
 LX6629  STATE/COUNTY-  CT/HARTFORD
 LX6629  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6629
 LX6629                         *CURRENT SURVEY CONTROL
 LX6629  ___________________________________________________________________
 LX6629* NAD 83(1996)-  41 46 52.19625(N)    072 37 52.32036(W)     ADJUSTED  
 LX6629* NAVD 88     -                                                        
 LX6629  ___________________________________________________________________
 LX6629  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LX6629  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX6629
 LX6629  HORZ ORDER  -  THIRD
 LX6629
 LX6629.The horizontal coordinates were established by classical geodetic methods
 LX6629.and adjusted by the National Geodetic Survey in August 1998..
 LX6629
 LX6629
 LX6629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6629
 LX6629.The geoid height was determined by GEOID03.
 LX6629
 LX6629;                    North         East     Units Scale Factor Converg.
 LX6629;SPC CT       -   257,673.445   314,676.845   MT  0.99999245   +0 04 43.6
 LX6629;SPC CT       -   845,383.63  1,032,402.28   sFT  0.99999245   +0 04 43.6
 LX6629;UTM  18      - 4,628,191.926   696,855.477   MT  1.00007689   +1 34 43.7
 LX6629
 LX6629                          SUPERSEDED SURVEY CONTROL
 LX6629
 LX6629  NAD 83(1996)-  41 46 52.19584(N)    072 37 52.32047(W) AD(       ) 4
 LX6629  NAD 83(1992)-  41 46 52.19608(N)    072 37 52.32068(W) AD(       ) 4
 LX6629  NAD 83(1992)-  41 46 52.19725(N)    072 37 52.32181(W) AD(       ) 4
 LX6629  NAD 83(1986)-  41 46 52.19764(N)    072 37 52.32171(W) AD(       ) 4
 LX6629  NAD 27      -  41 46 51.83600(N)    072 37 53.99400(W) AD(       ) 3
 LX6629
 LX6629.Superseded values are not recommended for survey control.
 LX6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6629.See file dsdata.txt to determine how the superseded data were derived.
 LX6629
 LX6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9685528192(NAD 83)
 LX6629
 LX6629  HISTORY     - Date     Condition        Report By
 LX6629  HISTORY     - 1935     MONUMENTED       CGS
 LX6629  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6629
 LX6629                          STATION DESCRIPTION
 LX6629
 LX6629'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6629'THE FIRST NATIONAL STORES INCORPORATED IS ON THE E SIDE OF OKLAND
 LX6629'STREET IN EAST HARTFORD.  THE BUILDING IS A FOUR-STORY BRICK AND
 LX6629'CONCRETE STRUCTURE WITH A FLAT ROOF.  THE S PART OF THE BUILDING
 LX6629'IS THREE STORIES HIGH.  THE TANK IS A CYLINDRICAL STEEL PLATED
 LX6629'STRUCTURE WITH A HEMI-SPHERICAL BOTTOM AND A CONICAL ROOF AND IS
 LX6629'SUPPORTED ON FOUR BUILT-UP STEEL COLUMNS THAT REST ON THE ROOF
 LX6629'AT THE NORTHERLY END OF THE BUILDING.  THE TANK IS PAINTED
 LX6629'ALUMINUM WITH FIRST NATIONAL STORES INCORPORATED IN LARGE BLACK
 LX6629'LETTERS.
 LX6629'
 LX6629'THE STATION IS THE BALL AT THE APEX OF THE TANK.  HEIGHT ABOUT 125
 LX6629'FEET.
 LX6629
 LX6629                          STATION RECOVERY (1948)
 LX6629
 LX6629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6629'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7070 ***********************************************************************
 LX7070  DESIGNATION -  EAST HARTFORD HOCKONUM ME CH
 LX7070  PID         -  LX7070
 LX7070  STATE/COUNTY-  CT/HARTFORD
 LX7070  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7070
 LX7070                         *CURRENT SURVEY CONTROL
 LX7070  ___________________________________________________________________
 LX7070* NAD 83(1996)-  41 44 09.32304(N)    072 37 40.78580(W)     ADJUSTED  
 LX7070* NAVD 88     -                                                        
 LX7070  ___________________________________________________________________
 LX7070  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LX7070  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX7070
 LX7070  HORZ ORDER  -  THIRD
 LX7070
 LX7070.The horizontal coordinates were established by classical geodetic methods
 LX7070.and adjusted by the National Geodetic Survey in August 1998..
 LX7070
 LX7070
 LX7070.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7070
 LX7070.The geoid height was determined by GEOID03.
 LX7070
 LX7070;                    North         East     Units Scale Factor Converg.
 LX7070;SPC CT       -   252,648.840   314,950.303   MT  0.99998936   +0 04 51.2
 LX7070;SPC CT       -   828,898.74  1,033,299.45   sFT  0.99998936   +0 04 51.2
 LX7070;UTM  18      - 4,623,175.760   697,260.348   MT  1.00007886   +1 34 46.4
 LX7070
 LX7070                          SUPERSEDED SURVEY CONTROL
 LX7070
 LX7070  NAD 83(1996)-  41 44 09.32253(N)    072 37 40.78598(W) AD(       ) 4
 LX7070  NAD 83(1992)-  41 44 09.32271(N)    072 37 40.78598(W) AD(       ) 4
 LX7070  NAD 83(1992)-  41 44 09.32412(N)    072 37 40.78746(W) AD(       ) 4
 LX7070  NAD 83(1986)-  41 44 09.32443(N)    072 37 40.78737(W) AD(       ) 4
 LX7070  NAD 27      -  41 44 08.98000(N)    072 37 42.47000(W) AD(       ) 3
 LX7070
 LX7070.Superseded values are not recommended for survey control.
 LX7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7070.See file dsdata.txt to determine how the superseded data were derived.
 LX7070
 LX7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9726023176(NAD 83)
 LX7070
 LX7070  HISTORY     - Date     Condition        Report By
 LX7070  HISTORY     - 1935     MONUMENTED       CGS
 LX7070  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7070  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LX7070
 LX7070                          STATION DESCRIPTION
 LX7070
 LX7070'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7070'THE HOCKONUM METHODIST EPISCOPAL CHURCH IS ON THE E SIDE OF ROUTE
 LX7070'15 ACROSS THE ROAD FROM THE NORTHERLY END OF NAUBUC AVENUE.  THE
 LX7070'CHURCH IS A SMALL FRAME STRUCTURE WITH A WOOD SHINGLE ROOF.  THE
 LX7070'TOWER IS SQUARE AND AT THE FRONT CENTER OF THE BUILDING.  THE
 LX7070'ROOF OF THE TOWER IS A SQUARE PYRAMID SURMOUNTED BY A FINIAL THAT
 LX7070'HAS BEEN BROKEN OFF.  THE STATION IS THE APEX OF THE
 LX7070'TOWER.  HEIGHT ABOUT 50 FEET.
 LX7070
 LX7070                          STATION RECOVERY (1948)
 LX7070
 LX7070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7070'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--THE
 LX7070'FINIAL HAS BEEN REPLACED.  DESCRIPTION IS ADEQUATE.
 LX7070
 LX7070                          STATION RECOVERY (1967)
 LX7070
 LX7070'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 LX7070'THE CHURCH WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION.
 LX7070'
 LX7070'THE STATION WHICH WAS THE APEX OF THE SQUARE PYRAMIDAL ROOF ON
 LX7070'THE CHURCH TOWER IS NO LONGER THERE MAKING THE STATION
 LX7070'UNUSABLE.  REMODELING OF THE CHURCH HAS REMOVED THE PYRAMID ROOF
 LX7070'ON TOWER LEAVING A FLAT ROOF AND A BRICK VANERE HAS BEEN
 LX7070'PLACED AROUND THE ORIGINAL FRAME BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6630 ***********************************************************************
 LX6630  DESIGNATION -  EAST HARTFORD NY NH H RR TANK
 LX6630  PID         -  LX6630
 LX6630  STATE/COUNTY-  CT/HARTFORD
 LX6630  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6630
 LX6630                         *CURRENT SURVEY CONTROL
 LX6630  ___________________________________________________________________
 LX6630* NAD 83(1996)-  41 46 43.70662(N)    072 37 51.92071(W)     ADJUSTED  
 LX6630* NAVD 88     -                                                        
 LX6630  ___________________________________________________________________
 LX6630  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LX6630  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX6630
 LX6630  HORZ ORDER  -  THIRD
 LX6630
 LX6630.The horizontal coordinates were established by classical geodetic methods
 LX6630.and adjusted by the National Geodetic Survey in August 1998..
 LX6630
 LX6630
 LX6630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6630
 LX6630.The geoid height was determined by GEOID03.
 LX6630
 LX6630;                    North         East     Units Scale Factor Converg.
 LX6630;SPC CT       -   257,411.534   314,686.435   MT  0.99999227   +0 04 43.8
 LX6630;SPC CT       -   844,524.34  1,032,433.75   sFT  0.99999227   +0 04 43.8
 LX6630;UTM  18      - 4,627,930.334   696,871.921   MT  1.00007697   +1 34 43.7
 LX6630
 LX6630                          SUPERSEDED SURVEY CONTROL
 LX6630
 LX6630  NAD 83(1996)-  41 46 43.70621(N)    072 37 51.92084(W) AD(       ) 4
 LX6630  NAD 83(1992)-  41 46 43.70644(N)    072 37 51.92103(W) AD(       ) 4
 LX6630  NAD 83(1992)-  41 46 43.70763(N)    072 37 51.92217(W) AD(       ) 4
 LX6630  NAD 83(1986)-  41 46 43.70797(N)    072 37 51.92218(W) AD(       ) 4
 LX6630  NAD 27      -  41 46 43.34700(N)    072 37 53.59500(W) AD(       ) 3
 LX6630
 LX6630.Superseded values are not recommended for survey control.
 LX6630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6630.See file dsdata.txt to determine how the superseded data were derived.
 LX6630
 LX6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9687227930(NAD 83)
 LX6630
 LX6630  HISTORY     - Date     Condition        Report By
 LX6630  HISTORY     - 1935     MONUMENTED       CGS
 LX6630  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6630
 LX6630                          STATION DESCRIPTION
 LX6630
 LX6630'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6630'THE TANK OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD IS ON THE
 LX6630'N SIDE OF THE YARDS IN EAST HARTFORD AND W OF THE ROUNDHOUSE.  THE
 LX6630'TANK IS A STEEL PLATE RIVETED LAP-JOINT STRUCTURE WITH A HEMI-
 LX6630'SPHERICAL BOTTOM AND A CONICAL ROOF.  IT IS SUPPORTED ON
 LX6630'6 VERTICAL H-SECTION COLUMNS AND HAS A NARROW RAIL BALCONY AROUND
 LX6630'THE BASE.  THE STATION IS THE BALL AT THE APEX OF THE TANK.
 LX6630'HEIGHT ABOUT 100 FEET.
 LX6630
 LX6630                          STATION RECOVERY (1948)
 LX6630
 LX6630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6630'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7043 ***********************************************************************
 LX7043  DESIGNATION -  EAST HARTFORD OASIS FLAG
 LX7043  PID         -  LX7043
 LX7043  STATE/COUNTY-  CT/HARTFORD
 LX7043  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7043
 LX7043                         *CURRENT SURVEY CONTROL
 LX7043  ___________________________________________________________________
 LX7043* NAD 83(1996)-  41 44 26.53097(N)    072 38 25.71206(W)     ADJUSTED  
 LX7043* NAVD 88     -                                                        
 LX7043  ___________________________________________________________________
 LX7043  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 LX7043  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7043
 LX7043  HORZ ORDER  -  THIRD
 LX7043
 LX7043.The horizontal coordinates were established by classical geodetic methods
 LX7043.and adjusted by the National Geodetic Survey in August 1998..
 LX7043
 LX7043
 LX7043.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7043
 LX7043.The geoid height was determined by GEOID03.
 LX7043
 LX7043;                    North         East     Units Scale Factor Converg.
 LX7043;SPC CT       -   253,178.347   313,911.440   MT  0.99998965   +0 04 21.4
 LX7043;SPC CT       -   830,635.96  1,029,891.12   sFT  0.99998965   +0 04 21.4
 LX7043;UTM  18      - 4,623,677.959   696,207.901   MT  1.00007376   +1 34 17.0
 LX7043
 LX7043                          SUPERSEDED SURVEY CONTROL
 LX7043
 LX7043  NAD 83(1996)-  41 44 26.53051(N)    072 38 25.71213(W) AD(       ) 4
 LX7043  NAD 83(1992)-  41 44 26.53076(N)    072 38 25.71229(W) AD(       ) 4
 LX7043  NAD 83(1992)-  41 44 26.53196(N)    072 38 25.71361(W) AD(       ) 4
 LX7043  NAD 83(1986)-  41 44 26.53226(N)    072 38 25.71359(W) AD(       ) 4
 LX7043  NAD 27      -  41 44 26.17000(N)    072 38 27.38000(W) AD(       ) 3
 LX7043
 LX7043.Superseded values are not recommended for survey control.
 LX7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7043.See file dsdata.txt to determine how the superseded data were derived.
 LX7043
 LX7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9620823678(NAD 83)
 LX7043
 LX7043  HISTORY     - Date     Condition        Report By
 LX7043  HISTORY     - 1935     MONUMENTED       CGS
 LX7043  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7043
 LX7043                          STATION DESCRIPTION
 LX7043
 LX7043'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7043'THE OASIS IS ON THE E BANK OF THE CONNECTICUT RIVER JUST S OF THE
 LX7043'TEXACO GASOLINE PLANT.  IT IS A 1 1/2-STORY FRAME BUILDING WITH
 LX7043'A GABLE ROOF THAT HAS A BRICK CHIMNEY AT THE NORTHERLY GABLE AND
 LX7043'A FLAGSTAFF AT THE SOUTHERLY GABLE.  THERE IS A FLAT ROOF PORCH
 LX7043'ON THE W AND S SIDES OF THE BUILDING.  THERE ARE THREE WINDOWS IN
 LX7043'THE S GABLE ABOVE THE PORCH ROOF.  THE FLAGSTAFF IS FASTENED TO
 LX7043'THE S WALL AND PASSES ACROSS THE CENTER OF THE TOP WINDOW IN
 LX7043'THE GABLE.  THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT
 LX7043'ABOVE GROUND ABOUT 60 FEET.
 LX7043
 LX7043                          STATION RECOVERY (1948)
 LX7043
 LX7043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7043'BUILDING HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THIS STATION
 LX7043'BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6679 ***********************************************************************
 LX6679  DESIGNATION -  EAST HARTFORD P AND W TK
 LX6679  PID         -  LX6679
 LX6679  STATE/COUNTY-  CT/HARTFORD
 LX6679  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6679
 LX6679                         *CURRENT SURVEY CONTROL
 LX6679  ___________________________________________________________________
 LX6679* NAD 83(1996)-  41 45 09.17308(N)    072 38 03.28783(W)     ADJUSTED  
 LX6679* NAVD 88     -                                                        
 LX6679  ___________________________________________________________________
 LX6679  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX6679  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX6679
 LX6679  HORZ ORDER  -  THIRD
 LX6679
 LX6679.The horizontal coordinates were established by classical geodetic methods
 LX6679.and adjusted by the National Geodetic Survey in August 1998..
 LX6679
 LX6679
 LX6679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6679
 LX6679.The geoid height was determined by GEOID03.
 LX6679
 LX6679;                    North         East     Units Scale Factor Converg.
 LX6679;SPC CT       -   254,494.616   314,427.836   MT  0.99999042   +0 04 36.3
 LX6679;SPC CT       -   834,954.42  1,031,585.33   sFT  0.99999042   +0 04 36.3
 LX6679;UTM  18      - 4,625,007.399   696,689.728   MT  1.00007609   +1 34 33.2
 LX6679
 LX6679                          SUPERSEDED SURVEY CONTROL
 LX6679
 LX6679  NAD 83(1996)-  41 45 09.17263(N)    072 38 03.28789(W) AD(       ) 4
 LX6679  NAD 83(1992)-  41 45 09.17284(N)    072 38 03.28807(W) AD(       ) 4
 LX6679  NAD 83(1992)-  41 45 09.17412(N)    072 38 03.28938(W) AD(       ) 4
 LX6679  NAD 83(1986)-  41 45 09.17446(N)    072 38 03.28933(W) AD(       ) 4
 LX6679  NAD 27      -  41 45 08.81423(N)    072 38 04.95596(W) AD(       ) 3
 LX6679
 LX6679.Superseded values are not recommended for survey control.
 LX6679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6679.See file dsdata.txt to determine how the superseded data were derived.
 LX6679
 LX6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9669025007(NAD 83)
 LX6679_MARKER: Z = SEE DESCRIPTION
 LX6679_SETTING: 0 = UNSPECIFIED SETTING
 LX6679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6679
 LX6679  HISTORY     - Date     Condition        Report By
 LX6679  HISTORY     - 1978     MONUMENTED       NGS
 LX6679
 LX6679                          STATION DESCRIPTION
 LX6679
 LX6679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6679'THE STATION IS THE TOP CENTER OF THE BALL ATOP THE
 LX6679'EAST HARTFORD PRATT AND WHITNEY AIRCRAFT COMPANY TANK.  IT IS
 LX6679'RED AND WHITE IN COLOR AND IS APPROXIMATELY 120 FEET IN
 LX6679'HEIGHT.
 LX6679'IT IS A CYLINDRICAL STEEL PLATE STRUCTURE WITH A HEMISPHERICAL
 LX6679'BOTTON AND A CONICAL TOP.  IT IS SUPPORTED ON FOUR BUILT UP
 LX6679'STRUCTURAL STEEL LEGS AND THERE IS A NARROW RAIL BALCONY
 LX6679'AROUND THE BASE OF THE TANK.
 LX6679'
 LX6679'IT IS ON PROPERTY OWNED BY THE PRATT AND WHITNEY AIRCRAFT
 LX6679'COMPANY AND IS LOCATED JUST WEST OF ROUTE 2, AT THE
 LX6679'PRATT AND WHITNEY PLANT.
 LX6679'
 LX6679'THE STATION WAS PREVIOUSLY OBSERVED TO FROM TRIANGULATION
 LX6679'STATION WICKHAM 1935, IN 1936 BY THE CONNECTICUT GEODETIC
 LX6679'SURVEY, BUT HAS NO PREVIOUS POSITION.
 LX6679'
 LX6679'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7075 ***********************************************************************
 LX7075  DESIGNATION -  EAST HARTFORD P AND W SW TK
 LX7075  PID         -  LX7075
 LX7075  STATE/COUNTY-  CT/HARTFORD
 LX7075  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7075
 LX7075                         *CURRENT SURVEY CONTROL
 LX7075  ___________________________________________________________________
 LX7075* NAD 83(1996)-  41 44 22.72137(N)    072 38 15.71188(W)     ADJUSTED  
 LX7075* NAVD 88     -                                                        
 LX7075  ___________________________________________________________________
 LX7075  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LX7075  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7075
 LX7075  HORZ ORDER  -  THIRD
 LX7075
 LX7075.The horizontal coordinates were established by classical geodetic methods
 LX7075.and adjusted by the National Geodetic Survey in August 1998..
 LX7075
 LX7075
 LX7075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7075
 LX7075.The geoid height was determined by GEOID03.
 LX7075
 LX7075;                    North         East     Units Scale Factor Converg.
 LX7075;SPC CT       -   253,061.110   314,142.668   MT  0.99998959   +0 04 28.1
 LX7075;SPC CT       -   830,251.33  1,030,649.74   sFT  0.99998959   +0 04 28.1
 LX7075;UTM  18      - 4,623,566.800   696,442.135   MT  1.00007489   +1 34 23.5
 LX7075
 LX7075                          SUPERSEDED SURVEY CONTROL
 LX7075
 LX7075  NAD 83(1996)-  41 44 22.72089(N)    072 38 15.71195(W) AD(       ) 4
 LX7075  NAD 83(1992)-  41 44 22.72108(N)    072 38 15.71214(W) AD(       ) 4
 LX7075  NAD 83(1992)-  41 44 22.72243(N)    072 38 15.71344(W) AD(       ) 4
 LX7075  NAD 83(1986)-  41 44 22.72274(N)    072 38 15.71337(W) AD(       ) 4
 LX7075  NAD 27      -  41 44 22.36178(N)    072 38 17.37815(W) AD(       ) 3
 LX7075
 LX7075.Superseded values are not recommended for survey control.
 LX7075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7075.See file dsdata.txt to determine how the superseded data were derived.
 LX7075
 LX7075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9644223567(NAD 83)
 LX7075_MARKER: Z = SEE DESCRIPTION
 LX7075_SETTING: 0 = UNSPECIFIED SETTING
 LX7075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7075
 LX7075  HISTORY     - Date     Condition        Report By
 LX7075  HISTORY     - 1978     MONUMENTED       NGS
 LX7075  HISTORY     - 19950926 MARK NOT FOUND   USPSQD
 LX7075
 LX7075                          STATION DESCRIPTION
 LX7075
 LX7075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7075'THE STATION IS THE TOP CENTER OF THE VENT ATOP THE EAST
 LX7075'HARTFORD PRATT AND WHITNEY AIRCRAFT COMPANIES SOUTH TANK.
 LX7075'IT IS RED AND WHITE IN COLOR AND IS APPROXIMATELY 150 FEET IN
 LX7075'HEIGHT, WITH TWO RED LIGHTS MOUNTED ON TOP OF THE VENT.  IT
 LX7075'HAS A CYLINDRICAL BODY AND A HEMISPHERICAL BOTTOM AND TOP.
 LX7075'IT IS SUPPORTED ON FOUR STRUCTURAL STEEL LEGS AND THERE IS A
 LX7075'NARROW RAIL BALCONY AROUND THE BASE OF THE TANK.
 LX7075'
 LX7075'IT IS ON PROPERTY OWNED BY THE PRATT AND WHITNEY AIRCRAFT
 LX7075'COMPANY AND IS LOCATED AT THE PRATT AND WHITNEY AIRCRAFT GROUP
 LX7075'PLANT AT THE CORNER OF HIGH STREET AND STATE HIGHWAY 2 IN
 LX7075'EAST HARTFORD, WHICH IS JUST WEST OF HIGHWAY 2.
 LX7075'
 LX7075'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
 LX7075
 LX7075                          STATION RECOVERY (1995)
 LX7075
 LX7075'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7067 ***********************************************************************
 LX7067  DESIGNATION -  EAST HARTFORD RED BARN CUPOLA
 LX7067  PID         -  LX7067
 LX7067  STATE/COUNTY-  CT/HARTFORD
 LX7067  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7067
 LX7067                         *CURRENT SURVEY CONTROL
 LX7067  ___________________________________________________________________
 LX7067* NAD 83(1996)-  41 43 42.48327(N)    072 37 43.15338(W)     ADJUSTED  
 LX7067* NAVD 88     -                                                        
 LX7067  ___________________________________________________________________
 LX7067  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX7067  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX7067
 LX7067  HORZ ORDER  -  THIRD
 LX7067
 LX7067.The horizontal coordinates were established by classical geodetic methods
 LX7067.and adjusted by the National Geodetic Survey in August 1998..
 LX7067
 LX7067
 LX7067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7067
 LX7067.The geoid height was determined by GEOID03.
 LX7067
 LX7067;                    North         East     Units Scale Factor Converg.
 LX7067;SPC CT       -   251,820.705   314,896.754   MT  0.99998891   +0 04 49.7
 LX7067;SPC CT       -   826,181.76  1,033,123.77   sFT  0.99998891   +0 04 49.7
 LX7067;UTM  18      - 4,622,346.434   697,228.471   MT  1.00007870   +1 34 44.0
 LX7067
 LX7067                          SUPERSEDED SURVEY CONTROL
 LX7067
 LX7067  NAD 83(1996)-  41 43 42.48279(N)    072 37 43.15350(W) AD(       ) 4
 LX7067  NAD 83(1992)-  41 43 42.48299(N)    072 37 43.15360(W) AD(       ) 4
 LX7067  NAD 83(1992)-  41 43 42.48431(N)    072 37 43.15500(W) AD(       ) 4
 LX7067  NAD 83(1986)-  41 43 42.48456(N)    072 37 43.15494(W) AD(       ) 4
 LX7067  NAD 27      -  41 43 42.11000(N)    072 37 44.83000(W) AD(       ) 3
 LX7067
 LX7067.Superseded values are not recommended for survey control.
 LX7067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7067.See file dsdata.txt to determine how the superseded data were derived.
 LX7067
 LX7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9722822346(NAD 83)
 LX7067
 LX7067  HISTORY     - Date     Condition        Report By
 LX7067  HISTORY     - 1935     MONUMENTED       CGS
 LX7067  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7067  HISTORY     - 19950926 MARK NOT FOUND   USPSQD
 LX7067
 LX7067                          STATION DESCRIPTION
 LX7067
 LX7067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7067'THE PROPERTY OF MRS. GRACE BIDWELL IS ON THE W SIDE OF NAUBUC
 LX7067'AVENUE ABOUT 0.2 MILE S OF BROAD STREET.  STATION IS ON A HAY
 LX7067'BARN A SHORT DISTANCE NW OF THE HOUSE.  A SMALLER TOBACCO SHED RUNS
 LX7067'IN A CROSSWISE DIRECTION FROM THE NORTHERLY END OF THE BARN.
 LX7067'
 LX7067'THE SIDES OF THE BARN ARE PAINTED DARK RED AND IT ALSO HAS A
 LX7067'RED-PAPER ROOF.  THERE IS A SQUARE CUPOLA WITH FOUR GLAZED OPENINGS
 LX7067'IN THE MIDDLE OF THIS ROOF.  THE ALMOST FLAT CUPOLA ROOF HAS A
 LX7067'WOODEN FINIAL AT THE APEX.  CENTER IS THIS FINIAL.  IT IS ABOUT
 LX7067'68 METERS W OF NAUBUC AVENUE.
 LX7067
 LX7067                          STATION RECOVERY (1948)
 LX7067
 LX7067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7067'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX7067
 LX7067                          STATION RECOVERY (1995)
 LX7067
 LX7067'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6627 ***********************************************************************
 LX6627  DESIGNATION -  EAST HARTFORD ROMAN CATH CH
 LX6627  PID         -  LX6627
 LX6627  STATE/COUNTY-  CT/HARTFORD
 LX6627  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6627
 LX6627                         *CURRENT SURVEY CONTROL
 LX6627  ___________________________________________________________________
 LX6627* NAD 83(1996)-  41 46 39.78069(N)    072 38 14.17677(W)     ADJUSTED  
 LX6627* NAVD 88     -                                                        
 LX6627  ___________________________________________________________________
 LX6627  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LX6627  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX6627
 LX6627  HORZ ORDER  -  THIRD
 LX6627
 LX6627.The horizontal coordinates were established by classical geodetic methods
 LX6627.and adjusted by the National Geodetic Survey in August 1998..
 LX6627
 LX6627
 LX6627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6627
 LX6627.The geoid height was determined by GEOID03.
 LX6627
 LX6627;                    North         East     Units Scale Factor Converg.
 LX6627;SPC CT       -   257,289.721   314,172.624   MT  0.99999219   +0 04 29.1
 LX6627;SPC CT       -   844,124.69  1,030,748.02   sFT  0.99999219   +0 04 29.1
 LX6627;UTM  18      - 4,627,795.102   696,361.432   MT  1.00007450   +1 34 28.7
 LX6627
 LX6627                          SUPERSEDED SURVEY CONTROL
 LX6627
 LX6627  NAD 83(1996)-  41 46 39.78028(N)    072 38 14.17689(W) AD(       ) 4
 LX6627  NAD 83(1992)-  41 46 39.78052(N)    072 38 14.17705(W) AD(       ) 4
 LX6627  NAD 83(1992)-  41 46 39.78170(N)    072 38 14.17828(W) AD(       ) 4
 LX6627  NAD 83(1986)-  41 46 39.78204(N)    072 38 14.17827(W) AD(       ) 4
 LX6627  NAD 27      -  41 46 39.42000(N)    072 38 15.85100(W) AD(       ) 3
 LX6627
 LX6627.Superseded values are not recommended for survey control.
 LX6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6627.See file dsdata.txt to determine how the superseded data were derived.
 LX6627
 LX6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9636127795(NAD 83)
 LX6627
 LX6627  HISTORY     - Date     Condition        Report By
 LX6627  HISTORY     - UNK      MONUMENTED
 LX6627  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6627  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6627  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6627
 LX6627                          STATION DESCRIPTION
 LX6627
 LX6627'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6627'NO PREVIOUS DESCRIPTION.  THE CHURCH IS LOCATED AT THE NE CORNER
 LX6627'OF THE INTERSECTION OF MAIN STREET AND WOODBRIDGE AVENUE.  IT IS
 LX6627'A CLAPBOARDED FRAME BUILDING, PAINTED DARK GRAY WITH WHITE
 LX6627'TRIM.  SIDE IS PARALLEL TO WOODBRIDGE AVENUE, BUT THE END IS AT
 LX6627'AN ANGLE WITH MAIN STREET.
 LX6627'
 LX6627'THE TOWER IS IN THE MIDDLE OF THE W FACE OF THE BUILDING.  IT
 LX6627'HAS A SQUARE BASE WHICH IS HALF OUTSIDE OF THE WALL OF THE
 LX6627'CHURCH.  THE SQUARE BELFRY, JUST ABOVE THE RIDGEPOLE HAS A
 LX6627'GOTHIC-ARCHED OPENING, WITH WIDE LOUVRES IN EACH SIDE.  THE
 LX6627'PYRAMIDAL, SLATE-COVERED ROOF HAS A SMALL TRIANGULAR OPENING IN
 LX6627'EACH SIDE.
 LX6627'
 LX6627'THERE IS A GOLD CROSS AT THE APEX OF THE TOWER ROOF.
 LX6627'
 LX6627'CENTER IS THE CENTER LINE OF THE VERTICAL MEMBER OF THE CROSS.
 LX6627'
 LX6627'THE TOWER IS ABOUT 90 FEET HIGH.
 LX6627
 LX6627                          STATION RECOVERY (1948)
 LX6627
 LX6627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6627'THE SUPERSTRUCTURE OF THE TOWER WAS BLOWN OFF IN A
 LX6627'HURRICANE.  IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED
 LX6627'DESTROYED.
 LX6627
 LX6627                          STATION RECOVERY (1971)
 LX6627
 LX6627'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6627'DESTROYED, CHURCH WAS TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6591 ***********************************************************************
 LX6591  DESIGNATION -  EAST HARTFORD SILVER LANE TANK
 LX6591  PID         -  LX6591
 LX6591  STATE/COUNTY-  CT/HARTFORD
 LX6591  USGS QUAD   -  MANCHESTER (1992)
 LX6591
 LX6591                         *CURRENT SURVEY CONTROL
 LX6591  ___________________________________________________________________
 LX6591* NAD 83(1996)-  41 45 41.79126(N)    072 37 19.02951(W)     ADJUSTED  
 LX6591* NAVD 88     -                                                        
 LX6591  ___________________________________________________________________
 LX6591  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX6591  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX6591
 LX6591  HORZ ORDER  -  THIRD
 LX6591
 LX6591.The horizontal coordinates were established by classical geodetic methods
 LX6591.and adjusted by the National Geodetic Survey in August 1998..
 LX6591
 LX6591
 LX6591.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6591
 LX6591.The geoid height was determined by GEOID03.
 LX6591
 LX6591;                    North         East     Units Scale Factor Converg.
 LX6591;SPC CT       -   255,502.396   315,448.836   MT  0.99999104   +0 05 05.7
 LX6591;SPC CT       -   838,260.78  1,034,935.06   sFT  0.99999104   +0 05 05.7
 LX6591;UTM  18      - 4,626,041.639   697,684.098   MT  1.00008091   +1 35 03.7
 LX6591
 LX6591                          SUPERSEDED SURVEY CONTROL
 LX6591
 LX6591  NAD 83(1996)-  41 45 41.79083(N)    072 37 19.02964(W) AD(       ) 4
 LX6591  NAD 83(1992)-  41 45 41.79108(N)    072 37 19.02976(W) AD(       ) 4
 LX6591  NAD 83(1992)-  41 45 41.79221(N)    072 37 19.03105(W) AD(       ) 4
 LX6591  NAD 83(1986)-  41 45 41.79259(N)    072 37 19.03105(W) AD(       ) 4
 LX6591  NAD 27      -  41 45 41.42800(N)    072 37 20.70900(W) AD(       ) 3
 LX6591
 LX6591.Superseded values are not recommended for survey control.
 LX6591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6591.See file dsdata.txt to determine how the superseded data were derived.
 LX6591
 LX6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9768426042(NAD 83)
 LX6591
 LX6591  HISTORY     - Date     Condition        Report By
 LX6591  HISTORY     - 1935     MONUMENTED       CGS
 LX6591  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6591
 LX6591                          STATION DESCRIPTION
 LX6591
 LX6591'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6591'THE SILVER LANE PICKLE FACTORY IS ON THE S SIDE OF THE ROAD TO
 LX6591'MANCHESTER, ON ROUTE 44 IN THE SOUTHERN PART OF EAST HARTFORD.  THE
 LX6591'TANK IS A SHORT CYLINDRICAL WOOD STRUCTURE WITH A CONICAL ROOF
 LX6591'SURMOUNTED BY A SHORT FINIAL.  IT IS SUPPORTED ON A SQUARE ANGLE
 LX6591'IRON TOWER AND HAS AN OCTAGONAL RAIL BALCONY AROUND THE BASE.
 LX6591'THE TANK IS IN THE ELL OF THE SOUTHEASTERLY BUILDING.  THE
 LX6591'STATION IS THE CENTER LINE OF THE TANK.  HEIGHT ABOUT 50 FEET.
 LX6591
 LX6591                          STATION RECOVERY (1948)
 LX6591
 LX6591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6591'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6451 ***********************************************************************
 LX6451  DESIGNATION -  EAST HAVEN SPIRE
 LX6451  PID         -  LX6451
 LX6451  STATE/COUNTY-  CT/NEW HAVEN
 LX6451  USGS QUAD   -  BRANFORD (1984)
 LX6451
 LX6451                         *CURRENT SURVEY CONTROL
 LX6451  ___________________________________________________________________
 LX6451* NAD 83(1996)-  41 16 41.67934(N)    072 52 18.18646(W)     ADJUSTED  
 LX6451* NAVD 88     -                                                        
 LX6451  ___________________________________________________________________
 LX6451  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX6451  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6451
 LX6451  HORZ ORDER  -  THIRD
 LX6451
 LX6451.The horizontal coordinates were established by classical geodetic methods
 LX6451.and adjusted by the National Geodetic Survey in August 1998..
 LX6451
 LX6451
 LX6451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6451
 LX6451.The geoid height was determined by GEOID03.
 LX6451
 LX6451;                    North         East     Units Scale Factor Converg.
 LX6451;SPC CT       -   201,818.062   294,603.066   MT  0.99999302   -0 04 50.5
 LX6451;SPC CT       -   662,131.43    966,543.56   sFT  0.99999302   -0 04 50.5
 LX6451;SPC NY L     -   124,049.464   394,527.385   MT  1.00002278   +0 44 16.8
 LX6451;SPC NY L     -   406,985.62  1,294,378.60   sFT  1.00002278   +0 44 16.8
 LX6451;UTM  18      - 4,571,830.060   678,242.285   MT  0.99999101   +1 24 16.0
 LX6451
 LX6451                          SUPERSEDED SURVEY CONTROL
 LX6451
 LX6451  NAD 83(1992)-  41 16 41.67844(N)    072 52 18.18624(W) AD(       ) 4
 LX6451  NAD 83(1986)-  41 16 41.68049(N)    072 52 18.19004(W) AD(       ) 4
 LX6451  NAD 27      -  41 16 41.33300(N)    072 52 19.81900(W) AD(       ) 3
 LX6451
 LX6451.Superseded values are not recommended for survey control.
 LX6451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6451.See file dsdata.txt to determine how the superseded data were derived.
 LX6451
 LX6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7824271830(NAD 83)
 LX6451
 LX6451  HISTORY     - Date     Condition        Report By
 LX6451  HISTORY     - UNK      MONUMENTED
 LX6451  HISTORY     - 1910     SEE DESCRIPTION  CGS
 LX6451  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6451  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6451  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6451  HISTORY     - 1981     GOOD             NGS
 LX6451  HISTORY     - 1984     GOOD             USPSQD
 LX6451
 LX6451                          STATION DESCRIPTION
 LX6451
 LX6451'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6451'IN EAST HAVEN, AT CORNER OF MAIN STREET AND THOMSON AVENUE.  THIS
 LX6451'CHURCH WAS ERECTED IN 1774, AND IS SAID TO BE ONE OF THE OLDEST
 LX6451'MEETING HOUSES IN THE STATE, AND THE OLDEST STONE MEETING HOUSE
 LX6451'STANDING IN ALL NEW ENGLAND.  ITS WALLS TODAY ARE AS FIRM AS
 LX6451'WHEN ERECTED, AND WILL PROBABLY STAND A CENTURY LONGER.
 LX6451'
 LX6451'IT WAS FULLY COMPLETED IN 1796 AND SPIRE ADDED.  GREAT TORNADO
 LX6451'OF OCTOBER 8, 1797, THREW DOWN THE SPIRE AND UNROOFED THE
 LX6451'HOUSE.  IT WAS AT ONCE REPAIRED.  IN 1798 BELL WAS INSTALLED.  IN
 LX6451'1859 THE STEEPLE WAS REBUILT, THOUGH PROBABLY NOT CHANGED IN
 LX6451'POSITION.  TOP OF THE STEEPLE IS 196 FEET FROM GROUND.  RECOVERED
 LX6451'IN 1916.
 LX6451
 LX6451                          STATION RECOVERY (1933)
 LX6451
 LX6451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6451'OFFICIALLY KNOWN AS THE OLD STONE CHURCH, THIS STATION IS THE
 LX6451'EAST HAVEN SPIRE OF THE EARLIER WORK.  IT IS LOCATED AT THE NE
 LX6451'CORNER OF MAIN AND HIGH STREETS, IN THE CENTER OF THE EAST HAVEN
 LX6451'BUSINESS DISTRICT.
 LX6451'
 LX6451'THE SPIRE IS A VERY PROMINENT MARK BECAUSE OF ITS SLIM LINES
 LX6451'AND DARK RED SHINGLED SIDES.  THE S SIDE OF THE STEEPLE SHOWS A
 LX6451'CLOCK FACE.
 LX6451'
 LX6451'THE MAIN CHURCH IS BUILT OF RED SANDSTONE WITH A DARK SLATE
 LX6451'ROOF.  THE SPIRE IS ATTACHED TO, AND JUST OUTSIDE THE W WALL OF
 LX6451'THE CHURCH.
 LX6451'
 LX6451'THE SPIRE HAS AN ORNATE WEATHER VANE.
 LX6451'
 LX6451'CENTER IS THE AXIS OF THIS VANE.
 LX6451'
 LX6451'THE CENTER IS 31.5 METERS N OF THE CENTER LINE OF MAIN STREET
 LX6451'AND 18.5 METERS E OF THE CENTER LINE OF HIGH STREET.
 LX6451
 LX6451                          STATION RECOVERY (1961)
 LX6451
 LX6451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6451'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS RECOVERY
 LX6451'NOTE BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE, WITH THE FOLLOWING
 LX6451'ADDITION.  THE STEEPLE IS PAINTED WHITE.
 LX6451
 LX6451                          STATION RECOVERY (1962)
 LX6451
 LX6451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6451'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LX6451'CONDITION.
 LX6451'
 LX6451'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6451
 LX6451                          STATION RECOVERY (1981)
 LX6451
 LX6451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 LX6451'THIS STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX6451'
 LX6451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW HAVEN.
 LX6451
 LX6451                          STATION RECOVERY (1984)
 LX6451
 LX6451'RECOVERY NOTE BY US POWER SQUADRON 1984 (HSJ)
 LX6451'STATION RECOVERED IN GOOD CONDITION WITH FOLLOWING ADDITIONS -
 LX6451'STEEPLE WAS REBUILT IN 1982 AND THE ROOF IS NOW PAINTED CREAM COLOR
 LX6451'AND EQUIPED WITH FLOOD LIGHTS WEATHER VANE IS STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5519 ***********************************************************************
 LX5519  DESIGNATION -  EAST LYME STANDPIPE
 LX5519  PID         -  LX5519
 LX5519  STATE/COUNTY-  CT/NEW LONDON
 LX5519  USGS QUAD   -  NIANTIC (1983)
 LX5519
 LX5519                         *CURRENT SURVEY CONTROL
 LX5519  ___________________________________________________________________
 LX5519* NAD 83(1996)-  41 20 08.85982(N)    072 13 21.64945(W)     ADJUSTED  
 LX5519* NAVD 88     -                                                        
 LX5519  ___________________________________________________________________
 LX5519  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX5519  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5519
 LX5519  HORZ ORDER  -  THIRD
 LX5519
 LX5519.The horizontal coordinates were established by classical geodetic methods
 LX5519.and adjusted by the National Geodetic Survey in August 1998..
 LX5519
 LX5519
 LX5519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5519
 LX5519.The geoid height was determined by GEOID03.
 LX5519
 LX5519;                    North         East     Units Scale Factor Converg.
 LX5519;SPC CT       -   208,337.010   348,940.056   MT  0.99998907   +0 20 58.7
 LX5519;SPC CT       -   683,519.01  1,144,814.17   sFT  0.99998907   +0 20 58.7
 LX5519;UTM  18      - 4,579,756.235   732,399.140   MT  1.00026473   +1 50 06.6
 LX5519
 LX5519                          SUPERSEDED SURVEY CONTROL
 LX5519
 LX5519  NAD 83(1992)-  41 20 08.85872(N)    072 13 21.64889(W) AD(       ) 4
 LX5519  NAD 83(1986)-  41 20 08.86038(N)    072 13 21.65292(W) AD(       ) 4
 LX5519  NAD 27      -  41 20 08.51066(N)    072 13 23.37310(W) AD(       ) 3
 LX5519
 LX5519.Superseded values are not recommended for survey control.
 LX5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5519.See file dsdata.txt to determine how the superseded data were derived.
 LX5519
 LX5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3239979756(NAD 83)
 LX5519_MARKER: 52 = STANDPIPE TANK
 LX5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5519+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 LX5519
 LX5519  HISTORY     - Date     Condition        Report By
 LX5519  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5519  HISTORY     - 19910105 GOOD             USPSQD
 LX5519  HISTORY     - 19991226 GOOD             USPSQD
 LX5519  HISTORY     - 20000407 GOOD             USPSQD
 LX5519  HISTORY     - 20011015 GOOD             USPSQD
 LX5519
 LX5519                          STATION DESCRIPTION
 LX5519
 LX5519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5519'THE STATION IS THE FINIAL OF THE EAST LYME STANDPIPE WHICH IS
 LX5519'LOCATED ADJACENT TO THE SANITARY LANDFILL ABOUT 1 MILE NORTH
 LX5519'WEST OF THE TOWN OF NIANTIC, CONNECTICUT.  THE STATION IS ON AN
 LX5519'AQUA COLORED, 1.5 MILLION GALLON CAPACITY STANDPIPE WHICH IS
 LX5519'ABOUT 62 FT. IN DIAMETER AND 74 FT. TALL.
 LX5519'
 LX5519'THE TANK IS ON LAND OWNED BY THE TOWN OF EAST LYME.  FOR
 LX5519'FURTHER INFORMATION, CONTACT KEN MONAT, WATER DEPARTMENT
 LX5519'ENGINEER, EAST LYME TOWN HALL, NIANTIC,
 LX5519'CONNECTICUT.  PHONE--739-6931.
 LX5519'
 LX5519'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 LX5519'156 AND 161 IN THE TOWN OF NIANTIC, CONNECTICUT, GO NORTH ON
 LX5519'HIGHWAY 161 FOR 1.2 MILES TO THE INTERSECTION WITH ROXBURY ROAD
 LX5519'ON THE LEFT.  TURN LEFT AND FOLLOW ROXBURY ROAD FOR 0.65 MILE
 LX5519'TO THE ENTRANCE TO THE TOWN OF EAST LYME LANDFILL AREA ON THE
 LX5519'RIGHT.  TURN RIGHT AND FOLLOW THE ENTRANCE ROAD FOR 0.2 MILE TO
 LX5519'AN OPEN CLEARED AREA AND A DIRT ROAD ON THE LEFT.  TURN LEFT
 LX5519'AND FOLLOW THE DIRT ROAD FOR 0.05 MILE TO A FORK.  BEAR TO THE
 LX5519'LEFT AND FOLLOW THE ROAD UP A HILL FOR ABOUT 0.05 MILE TO THE
 LX5519'STANDPIPE ON THE RIGHT.
 LX5519
 LX5519                          STATION RECOVERY (1991)
 LX5519
 LX5519'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5519'RECOVERED IN GOOD CONDITION.
 LX5519
 LX5519                          STATION RECOVERY (1999)
 LX5519
 LX5519'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5519'RECOVERED IN GOOD CONDITION.
 LX5519
 LX5519                          STATION RECOVERY (2000)
 LX5519
 LX5519'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5519'RECOVERED IN GOOD CONDITION.
 LX5519
 LX5519                          STATION RECOVERY (2001)
 LX5519
 LX5519'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6534 ***********************************************************************
 LX6534  DESIGNATION -  EAST PEARL ST METH CH SPIRE
 LX6534  PID         -  LX6534
 LX6534  STATE/COUNTY-  CT/NEW HAVEN
 LX6534  USGS QUAD   -  NEW HAVEN (1984)
 LX6534
 LX6534                         *CURRENT SURVEY CONTROL
 LX6534  ___________________________________________________________________
 LX6534* NAD 83(1996)-  41 18 28.02906(N)    072 53 28.97648(W)     ADJUSTED  
 LX6534* NAVD 88     -                                                        
 LX6534  ___________________________________________________________________
 LX6534  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX6534  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6534
 LX6534  HORZ ORDER  -  THIRD
 LX6534
 LX6534.The horizontal coordinates were established by classical geodetic methods
 LX6534.and adjusted by the National Geodetic Survey in August 1998..
 LX6534
 LX6534
 LX6534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6534
 LX6534.The geoid height was determined by GEOID03.
 LX6534
 LX6534;                    North         East     Units Scale Factor Converg.
 LX6534;SPC CT       -   205,101.415   292,960.999   MT  0.99999087   -0 05 37.5
 LX6534;SPC CT       -   672,903.56    961,156.21   sFT  0.99999087   -0 05 37.5
 LX6534;SPC NY L     -   127,309.124   392,838.512   MT  1.00002676   +0 43 30.5
 LX6534;SPC NY L     -   417,680.02  1,288,837.68   sFT  1.00002676   +0 43 30.5
 LX6534;UTM  18      - 4,575,069.724   676,515.656   MT  0.99998347   +1 23 32.2
 LX6534
 LX6534                          SUPERSEDED SURVEY CONTROL
 LX6534
 LX6534  NAD 83(1992)-  41 18 28.02814(N)    072 53 28.97632(W) AD(       ) 4
 LX6534  NAD 83(1986)-  41 18 28.03055(N)    072 53 28.97966(W) AD(       ) 4
 LX6534  NAD 27      -  41 18 27.68348(N)    072 53 30.61839(W) AD(       ) 3
 LX6534
 LX6534.Superseded values are not recommended for survey control.
 LX6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6534.See file dsdata.txt to determine how the superseded data were derived.
 LX6534
 LX6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7651675070(NAD 83)
 LX6534_MARKER: 90 = CHURCH SPIRE
 LX6534
 LX6534  HISTORY     - Date     Condition        Report By
 LX6534  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6534  HISTORY     - 1976     GOOD             NGS
 LX6534  HISTORY     - 1984     GOOD             USPSQD
 LX6534  HISTORY     - 1989     GOOD             USPSQD
 LX6534
 LX6534                          STATION DESCRIPTION
 LX6534
 LX6534'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6534'THIS STATION IS ON THE SPIRE OF THE E PEARL STREET METHODIST
 LX6534'CHURCH, LOCATED NEAR THE INTERSECTION OF E PEARL AND EXCHANGE
 LX6534'STREETS.
 LX6534'
 LX6534'THE CHURCH AND SPIRE ARE BUILT OF RED-BRICK AND ROOFED WITH
 LX6534'DARK SLATES.
 LX6534'
 LX6534'THE UPPER PART OF THE SQUARE PORTION OF THE SPIRE IS THE BELFRY,
 LX6534'WITH DOUBLE, GOTHIC ARCHED OPENINGS ON EACH SIDE.  ABOVE THE
 LX6534'BELFRY IS THE SLATE SIDED SPIRE PROPER.  A SIMPLE WEATHER VANE
 LX6534'TOPS THE SPIRE.
 LX6534'
 LX6534'CENTER IS THE AXIS OF THE WEATHER VANE.
 LX6534'
 LX6534'SPIRE IS AT THE NW CORNER OF THE CHURCH BUILDING.
 LX6534
 LX6534                          STATION RECOVERY (1976)
 LX6534
 LX6534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6534'THE STATION IS THE APEX OF THE SPIRE ATOP THE EAST HAVEN, EAST
 LX6534'PEARL UNITED METHODIST CHURCH.  IT IS GREEN IN COLOR AND ABOUT
 LX6534'90 FEET HIGH.  THIS STATION WAS DESCRIBED IN 1933 AS E PEARL
 LX6534'STREET METHODIST CHURCH SPIRE.
 LX6534'
 LX6534'THE STATION IS LOCATED AT THE INTERSECTION OF EAST PEARL
 LX6534'STREET AND EXCHANGE STREET IN EAST HAVEN.
 LX6534'
 LX6534'DESCRIBED BY V.D. NOVAK.
 LX6534
 LX6534                          STATION RECOVERY (1984)
 LX6534
 LX6534'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6534'STATION RECOVERED GOOD - THE ORIGINAL DESCRIPTION IS ACCURATE
 LX6534'AND COMPLETE.  THE STEEPLE IS CURRENTLY BEING RENOVATED AND
 LX6534'THE WEATHERVAWE IS IN PLACE AT THIS TIME.
 LX6534
 LX6534                          STATION RECOVERY (1989)
 LX6534
 LX6534'RECOVERY NOTE BY US POWER SQUADRON 1989 (CC)
 LX6534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6523 ***********************************************************************
 LX6523  DESIGNATION -  EAST ROCK 2
 LX6523  PID         -  LX6523
 LX6523  STATE/COUNTY-  CT/NEW HAVEN
 LX6523  USGS QUAD   -  NEW HAVEN (1984)
 LX6523
 LX6523                         *CURRENT SURVEY CONTROL
 LX6523  ___________________________________________________________________
 LX6523* NAD 83(1996)-  41 19 42.31085(N)    072 54 24.79212(W)     ADJUSTED  
 LX6523* NAVD 88     -       104.7    (meters)     344.     (feet)  VERTCON   
 LX6523  ___________________________________________________________________
 LX6523  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 LX6523  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX6523
 LX6523  HORZ ORDER  -  FIRST
 LX6523
 LX6523.The horizontal coordinates were established by classical geodetic methods
 LX6523.and adjusted by the National Geodetic Survey in August 1998..
 LX6523
 LX6523.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6523
 LX6523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6523
 LX6523.The geoid height was determined by GEOID03.
 LX6523
 LX6523;                    North         East     Units Scale Factor Converg.
 LX6523;SPC CT       -   207,395.224   291,666.800   MT  0.99998952   -0 06 14.5
 LX6523;SPC CT       -   680,429.16    956,910.16   sFT  0.99998952   -0 06 14.5
 LX6523;UTM  18      - 4,577,329.170   675,162.408   MT  0.99997761   +1 22 57.3
 LX6523
 LX6523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6523!SPC CT       -   0.99998823  x   0.99998952  =   0.99997775
 LX6523!UTM  18      -   0.99998823  x   0.99997761  =   0.99996584
 LX6523
 LX6523:                Primary Azimuth Mark                     Grid Az
 LX6523:SPC CT       -  RIDGE                                    011 18 12.6
 LX6523:UTM  18      -  RIDGE                                    009 49 00.8
 LX6523
 LX6523|---------------------------------------------------------------------|
 LX6523| PID    Reference Object                     Distance      Geod. Az  |
 LX6523|                                                           dddmmss.s |
 LX6523| LX6542 RIDGE                               APPROX. 4.8 KM 0111158.1 |
 LX6523| LX6504 SOLDIERS MONUMENT                   227.283 METERS 12449     |
 LX6523| CZ7305 EAST ROCK 2 RM 2                     10.266 METERS 12817     |
 LX6523| LX6478 PILGRIM CHURCH SPIRE                APPROX. 2.9 KM 1415344.8 |
 LX6523| LX6534 EAST PEARL ST METH CH SPIRE         APPROX. 2.6 KM 1502749.3 |
 LX6523| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 2.1 KM 1540616.6 |
 LX6523| LX6530 AMERICAN STEEL WIRE CO STACK        APPROX. 3.3 KM 1623644.4 |
 LX6523| LX6499 NATIONAL FOLDING BOX CO TANK        APPROX. 1.7 KM 1732335.6 |
 LX6523| LX6535 KOPPERS TALL STACK                  APPROX. 4.8 KM 1760602.1 |
 LX6523| LX6488 KOPPERS SHORT STACK                 APPROX. 4.9 KM 1762504.0 |
 LX6523| LX6526 SARGENT CO ELEVATED TANK            APPROX. 3.0 KM 1870426.5 |
 LX6523| LX6527 L CANDEE CO ELEVATED TANK           APPROX. 2.7 KM 1872642.8 |
 LX6523| LX6525 ST PATRICKS CHURCH SPIRE            APPROX. 2.2 KM 1893608.7 |
 LX6523| LX6520 SEAMLESS RUBBER CO ELEV TANK        APPROX. 4.8 KM 2030741.5 |
 LX6523| LX6517 SACRED HEART CHURCH TOWER           APPROX. 3.9 KM 2105558.3 |
 LX6523| LX6506 UNION NEW HAVEN TRUST CO TOWER      APPROX. 2.6 KM 2122645.8 |
 LX6523| LX6489 ARMSTRONG RUBBER CO ELEV TANK       APPROX. 7.7 KM 2151237.9 |
 LX6523| LX6496 SHINGLE HILL TANK                   APPROX. 9.4 KM 2151632.3 |
 LX6523| LX6498 CENTER CHURCH SPIRE                 APPROX. 2.8 KM 2153739.3 |
 LX6523| LX6512 YALE MEDICAL SCHOOL CUPOLA          APPROX. 3.6 KM 2185733.0 |
 LX6523| LX6515 NEW HAVEN HOSPITAL CUPOLA           APPROX. 3.7 KM 2192824.6 |
 LX6523| LX6505 STERLING TOWER                      APPROX. 2.4 KM 2195748.1 |
 LX6523| LX6485 WINCHESTER HOSPITAL STACK           APPROX. 6.7 KM 2223903.8 |
 LX6523| LX6497 WINCHESTER HOSPITAL ELEV TANK       APPROX. 6.9 KM 2224046.5 |
 LX6523| LX6487 FRESENIUS BREWERY TOWER             APPROX. 4.5 KM 2224754.5 |
 LX6523| LX6500 YALE LIBRARY TOWER                  APPROX. 2.7 KM 2235539.9 |
 LX6523| LX6516 PIERSON COLLEGE TOWER               APPROX. 2.9 KM 2255211.9 |
 LX6523| LX6518 YALE GRADUATE SCHOOL TOWER          APPROX. 2.6 KM 2262843.2 |
 LX6523| LX6493 BURWELL HILL TANK                   APPROX. 6.6 KM 2361705.7 |
 LX6523| CZ7304 EAST ROCK 2 RM 1                      0.742 METERS 23812     |
 LX6523| LX6508 YALE DIVINITY SCHOOL TOWER          APPROX. 1.3 KM 2452352.2 |
 LX6523|---------------------------------------------------------------------|
 LX6523
 LX6523                          SUPERSEDED SURVEY CONTROL
 LX6523
 LX6523  NAD 83(1992)-  41 19 42.30993(N)    072 54 24.79199(W) AD(       ) 1
 LX6523  NAD 83(1986)-  41 19 42.31211(N)    072 54 24.79520(W) AD(       ) 1
 LX6523  NAD 27      -  41 19 41.97200(N)    072 54 26.43100(W) AD(       ) 1
 LX6523  NGVD 29 (01/16/90)  105.1    (m)          345.     (f) VERT ANG       
 LX6523
 LX6523.Superseded values are not recommended for survey control.
 LX6523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6523.See file dsdata.txt to determine how the superseded data were derived.
 LX6523
 LX6523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7516277329(NAD 83)
 LX6523_MARKER: B = BOLT
 LX6523_SETTING: 66 = SET IN ROCK OUTCROP
 LX6523_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6523+STABILITY: POSITION/ELEVATION WELL
 LX6523
 LX6523  HISTORY     - Date     Condition        Report By
 LX6523  HISTORY     - 1871     MONUMENTED       CGS
 LX6523  HISTORY     - 1910     SEE DESCRIPTION  CGS
 LX6523  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6523  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LX6523  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6523  HISTORY     - 1982     GOOD             NGS
 LX6523  HISTORY     - 1984     GOOD             USPSQD
 LX6523
 LX6523                          STATION DESCRIPTION
 LX6523
 LX6523'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6523'NO TRACES OF THE ORIGINAL STATION COULD BE FOUND, AND EAST ROCK 2
 LX6523'WAS THEREFORE ESTABLISHED.  STATION IS ABOUT 1-1/2 MILES FROM NEW
 LX6523'HAVEN, ABOUT 1/5 MILE W OF THE HOUSE KEPT BY M.J. STEWART UPON TOP
 LX6523'OF HILL, AT END OF WAGON ROAD LEADING UP ROCK.
 LX6523'
 LX6523'IN 1910 REPORTED THAT EAST ROCK PARK IN WHICH STATION WAS LOCATED
 LX6523'MIGHT BE REACHED BY EITHER THE STATE STREET OR WHITNEY AVENUE
 LX6523'TROLLEY LINES.  GRADED FOOTPATHS AND A ROAD FOR VEHICLES
 LX6523'(AUTOMOBILES EXCEPTED - 1910) LEAD TO THE STATION.  STATION MARKED
 LX6523'BY A 4-INCH IRON BOLT SET IN SULPHUR IN A DRILL HOLE IN THE
 LX6523'ROCK.  STATION IS ABOUT 20.3 FEET N OF LARGE FLAGPOLE IN PARK.
 LX6523'IT IS SURROUNDED BY BUSHES WHICH MAY PREVENT ITS USE AS A
 LX6523'STATION.  A CEDAR TREE IS 26.5 FEET FROM STATION, 17 DEG 45 MIN
 LX6523'TO LEFT OF LINE TO NEW HAVEN LIGHTHOUSE.  A CHERRY TREE IS
 LX6523'139.5 FEET FROM STATION, 110 DEG 31 MIN TO LEFT OF LINE TO
 LX6523'LIGHTHOUSE.
 LX6523'
 LX6523'IN 1910 CENTER BOLT FOUND IN GOOD CONDITION, LIKEWISE THE LARGE
 LX6523'FLAGPOLE MENTIONED IN 1904.  THREE IRON STRAPS LEADED INTO THE
 LX6523'ROCK AND TO WHICH THE LEGS OR BRACES OF SOME FORMER SIGNAL WERE
 LX6523'SECURED WERE STILL IN PLACE AND IN GOOD CONDITION.
 LX6523
 LX6523                          STATION RECOVERY (1933)
 LX6523
 LX6523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6523'THIS STATION IS IN EAST ROCK PARK, PART OF THE PARK SYSTEM OF
 LX6523'THE CITY OF NEW HAVEN.
 LX6523'
 LX6523'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE
 LX6523'DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX6523'
 LX6523'TO APPROACH FROM NEW HAVEN.  FOLLOW ORANGE STREET TO ITS
 LX6523'END.  TURN RIGHT ON PARK DRIVE, GO 0.4 MILE TO FOOT OF DRIVE LEADING
 LX6523'TO SUMMIT.  TURN LEFT AND GO 1.7 MILES TO THE LOCATION OF THE
 LX6523'STATION.  THE DRIVE IS AT THE EDGE OF THE VERTICAL CLIFF AT THIS
 LX6523'POINT.
 LX6523'
 LX6523'THE STATION IS NOT ON THE HIGHEST PART OF THE ROCK, BUT IS
 LX6523'APPROXIMATELY 0.2 MILE NW OF SOLDIERS AND SAILORS MONUMENT, WHICH
 LX6523'OCCUPIES THE SUMMIT.  THE STATION IS ALMOST DIRECTLY IN LINE WITH
 LX6523'THE AXIS OF ORANGE STREET.  THE DRIVE IS GUARDED WITH A LOW
 LX6523'MASONRY WALL WITH PIPE RAILING SUPPORTED BY CAST-IRON
 LX6523'STANCHIONS.  THE MIDDLE OF THIS RAIL BEARS S 68 DEG W (MAGNETIC)
 LX6523'AND IS 13.1 METERS DISTANT.  A 20-FOOT HIGH STEEL STANDPIPE FOR
 LX6523'PARK WATER SUPPLY BEARS S 85 DEG E (MAGNETIC) DISTANT 32.6
 LX6523'METERS.  THE STUMP OF THE OLD 16-INCH FLAGPOLE BEARS S 10 DEG
 LX6523'E (MAGNETIC) AND IS 6.15 METERS DISTANT.
 LX6523'
 LX6523'THE STATION IS MARKED BY AN IRON BOLT, SET IN SULPHUR, FLUSH WITH
 LX6523'THE SURFACE OF AN OUTCROPPING LEDGE.  SEVERAL ANCHOR BOLTS ARE
 LX6523'ALSO SECURED IN THE ROCK IN THE VICINITY, BUT THEY PROJECT ABOVE
 LX6523'THE ROCK AND HAVE HOLES FOR FASTENING GUYS.
 LX6523'
 LX6523'REFERENCE MARK NO.1 IS SAME LEDGE AS STATION AND IS DESIGNED
 LX6523'TO DISTINGUISH THE CENTER BOLT FROM THE OTHERS.  IT BEARS S 73 DEG
 LX6523'W (MAGNETIC) AND IS 0.75 METER DISTANT.
 LX6523'
 LX6523'REFERENCE MARK NO.2 IS IN A SEPARATE OUTCROPPING AND BEARS S 41
 LX6523'DEG E (MAGNETIC) DISTANT 10.28 METERS.  IT BEARS N 37 DEG E
 LX6523'(MAGNETIC) FROM THE MASONRY POST AT E END OF GUARD RAIL AND IS 14
 LX6523'METERS DISTANT.
 LX6523'
 LX6523'CENTER IS THE ORIGINAL 1871 MARK.  REFERENCE MARKS WERE
 LX6523'ESTABLISHED IN 1933.
 LX6523
 LX6523                          STATION RECOVERY (1967)
 LX6523
 LX6523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CHO)
 LX6523'STATION AND R.M.S RECOVERED IN VERY GOOD CONDITION.  R.M.S ARE
 LX6523'PINPRICKED.  NOT STAMPED.
 LX6523'
 LX6523'BECAUSE AUTOMOBILE ROAD TO THE SUMMIT FROM THE SOUTH HAS BEEN
 LX6523'CLOSED FOR SEVERAL YEARS, DELETE THE FIRST THREE LINES OF
 LX6523'PARAGRAPH 3, GCM 33.  SUBSTITUTE--TO APPROACH FROM NEW
 LX6523'HAVEN--FOLLOW WHITNEY AVE. NORTH TO DAVIS ST., TURN RIGHT (E) AND
 LX6523'GO 0.6 MILE TO EAST ROCK PARK ENTRANCE, WELL MARKED.  HERE, TURN
 LX6523'RIGHT (S) AND GO 0.1 MILE WHERE YOU BEAR LEFT (SE) BECAUSE SUMMIT
 LX6523'ROAD LEADS SLY ALONG E SIDE OF RIDGE, GRADUALLY CROSSING
 LX6523'RIDGE, AND THEN LEADS S ALONG W SIDE OF RIDGE TO STATION.
 LX6523'DISTANCE FROM DAVIS STREET PARK ENTRANCE TO STATION IS 1.4 MILES.
 LX6523'
 LX6523'GCMS PARAGRAPHS 4 THROUGH 8 ARE GOOD--CHO CHECKED ALL
 LX6523'DETAILS.  CHO FOUND ONLY TWO OF SEVERAL ANCHOR BOLTS, ONE IS
 LX6523'3-1/2 FT. EXS OF STATION.  THE OTHER IS 4 FT. E OF R.M. 2.  STUMP
 LX6523'OF OLD 16 IN FLAGPOLE, FLUSH WITH GROUND, AND WEATHER-WORN, IS
 LX6523'STILL USEFUL FOR ITS BEARING AND DISTANCE FROM STATION.
 LX6523'
 LX6523'THE 20 FT. STEEL STANDPIPE IS PARTLY HIDDEN BY TREES, BUT A
 LX6523'PROMINENT NEW OBJECT IS NOW HELPFUL IN FINDING THE STATION.  FIFTEEN
 LX6523'FEET, S 10 DEG E (MAG.) FROM 20 FT STANDPIPE IS A 75 FT TELEPHONE
 LX6523'RELAY MAST (3 BRACED-LEGS OF ANGLE STEEL, 2 FEET APART), VISIBLE
 LX6523'FROM NEARLY ALL POINTS ON THE SUMMIT.  STANDPIPE AND TALL RELAY
 LX6523'MAST ARE ENCLOSED BY A 15 FT HIGH, RECTANGULAR, STEEL-WIRE FENCE,
 LX6523'HAVING A PADLOCKED GATE.
 LX6523
 LX6523                          STATION RECOVERY (1976)
 LX6523
 LX6523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6523'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX6523'GOOD CONDITION AS DESCRIBED IN 1933.  THE DISTANCE TO BOTH
 LX6523'REFERENCE MARKS CHECKED THE 1933 DISTANCE.  THE DIRECTION TO
 LX6523'REFERENCE MARK 2 WAS FOUND TO BE GREATER BY 02 MINUTES AND
 LX6523'58 SECONDS.  REFERENCE MARK 1 IS SET BESIDE THE STATION TO
 LX6523'POINT IT OUT FROM OTHER BOLTS THAT ARE SET IN THE SAME
 LX6523'OUTCROPPING LEDGE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX6523'
 LX6523'THE STATION IS ABOUT 1 MILE NORTH OF NEW HAVEN, 1 MILE WEST OF
 LX6523'THE JUNCTION OF INTERSTATE HIGHWAY 91 AND STATE HIGHWAYS 17
 LX6523'AND 80, WHICH IS IN THE NORTHEAST EDGE OF NEW HAVEN, IN EAST
 LX6523'ROCK PARK, 0.1 MILE NORTHWEST OF THE SOLDIERS AND SAILORS
 LX6523'MONUMENT AND ON PROPERTY OWNED BY THE CITY OF NEW HAVEN.
 LX6523'
 LX6523'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6523'91 AND STATE HIGHWAYS 17 AND 80, IN THE NORTHEAST EDGE OF NEW
 LX6523'HAVEN, GO WEST ON STATE HIGHWAYS 17 AND 80 FOR 0.95 MILE TO THE
 LX6523'JUNCTION OF U.S. HIGHWAY 5, JUST AFTER CROSSING OVER A BRIDGE.
 LX6523'TURN RIGHT AND GO NORTH ON U.S. HIGHWAY 5 FOR 1.15 MILES TO
 LX6523'THE JUNCTION OF RIDGE ROAD.  TURN LEFT AND GO NORTHWEST ON
 LX6523'RIDGE ROAD FOR 0.35 MILE TO THE JUNCTION OF DAVIS STREET.
 LX6523'TURN LEFT AND GO WEST ON DAVIS STREET FOR 0.1 MILE TO THE
 LX6523'ENTRANCE TO EAST ROCK PARK ON THE LEFT.  TURN LEFT INTO THE
 LX6523'PARK AND GO SOUTHWEST ON A PAVED ROAD FOR 0.05 MILE TO A
 LX6523'PAVED ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON THE PAVED
 LX6523'ROAD, UPGRADE, FOR 1.1 MILES TO THE TOP OF THE HILL, A
 LX6523'SMALL GREEN BUILDING AND RADIO TOWER WHICH IS ENCLOSED IN A
 LX6523'WIRE FENCE AND THE STATION ON THE LEFT AS DESCRIBED.
 LX6523'
 LX6523'THE STATION MARK IS AN IRON BOLT SET IN SULPHUR IN A DRILL
 LX6523'HOLE IN AN OUTCROPPING LEDGE AND IS FLUSH WITH THE LEDGE
 LX6523'SURFACE.  IT IS 97 FEET WEST OF THE NORTHWEST CORNER OF THE
 LX6523'FENCE AROUND THE SMALL BUILDING AND RADIO TOWER, 74 FEET SOUTH
 LX6523'OF THE NORTH END OF A GUARD RAIL, 67 FEET NORTH OF THE SOUTH
 LX6523'END OF
 LX6523'THE SAME GUARD RAIL, 32 FEET EAST OF THE CENTER OF A PAVED
 LX6523'ROAD, 2.47 FEET EAST OF REFERENCE MARK 1 AND 1.8 FEET
 LX6523'NORTHWEST OF AN
 LX6523'IRON BOLT WHICH IS LEADED IN A DRILL HOLE IN THE SAME
 LX6523'LEDGE.
 LX6523'
 LX6523'REFERENCE MARK 1, STAMPED---NO 1 1933---, IS A STANDARD DISK
 LX6523'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS FLUSH WITH
 LX6523'THE GROUND SURFACE.  IT IS 99 FEET WEST OF THE NORTHWEST CORNER
 LX6523'OF THE FENCE, 73 FEET SOUTH OF THE NORTH END OF THE GUARD RAIL,
 LX6523'67 FEET NORTH OF THE SOUTH END OF THE GUARD RAIL AND 34 FEET
 LX6523'EAST OF THE CENTER OF THE PAVED ROAD.
 LX6523'
 LX6523'REFERENCE MARK 2, STAMPED---NO 2 1933---, IS A STANDARD DISK
 LX6523'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS FLUSH WITH
 LX6523'THE GROUND SURFACE.  IT IS 105 FEET SOUTHEAST OF THE NORTH END
 LX6523'OF THE GUARD RAIL, 78 FEET WEST OF THE NORTHWEST CORNER OF THE
 LX6523'FENCE, 45 FEET NORTHEAST OF THE SOUTH END OF THE GUARD RAIL
 LX6523'AND 34 FEET EAST OF THE CENTER OF THE PAVED ROAD.
 LX6523'
 LX6523'NO AZIMUTH MARK WAS SET AT THIS TIME.
 LX6523'
 LX6523'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.8 METERS.
 LX6523'
 LX6523'DESCRIBED BY E.L. WORD.
 LX6523
 LX6523                          STATION RECOVERY (1982)
 LX6523
 LX6523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6523'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX6523'GOOD CONDITION.  THE MEASUREMENT TO REFERENCE MARK 1 WAS
 LX6523'0.011 METER SHORT, REFERENCE MARK 2 WAS 0.013 METER SHORT,
 LX6523'COMPARED TO THE 1976 DATA.  THE DIRECTION TO REFERENCE
 LX6523'MARK 2 COMPARED, REFERENCE MARK 1 WAS TOO CLOSE TO FOCUS ON.
 LX6523'
 LX6523'A NEW DESCRIPTION FOLLOWS.
 LX6523'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHEAST OF THE
 LX6523'APPROXIMATE CENTER OF NEW HAVEN, 1.6 KM (1.0 MI) WEST-NORTHWEST
 LX6523'OF THE JUNCTIONS OF INTERSTATE HIGHWAY 91 AND STATE
 LX6523'HIGHWAYS 17 AND 80, 0.2 KM (0.1 MI) NORTHWEST OF THE SOLDIERS
 LX6523'AND SAILORS MONUMENT AND IN THE EAST ROCK PARK.
 LX6523'OWNERSHIP-- CITY OF NEW HAVEN, NEW HAVEN CITY HALL,
 LX6523'195 CHURCH STREET, NEW HAVEN CT 06510, PHONE NUMBER 203-
 LX6523'787-6471.
 LX6523'
 LX6523'TO REACH THE STATION FROM STATE OF CONNECTICUT DEPARTMENT OF
 LX6523'MOTOR VEHICLES, JUST NORTH FROM THE JUNCTIONS OF STATE
 LX6523'STREET AND RIDGE ROAD, WHICH IS LOCATED IN THE NORTHEAST
 LX6523'PART OF NEW HAVEN, GO SOUTH ON STATE STREET FOR ABOUT
 LX6523'30.5 METERS (100 FT) TO RIDGE ROAD ON RIGHT.  TURN RIGHT AND
 LX6523'GO NORTHERLY ON RIDGE ROAD FOR 0.6 KM (0.4 MI) TO A
 LX6523'TRAFFIC LIGHT AND CROSSROAD.  TURN LEFT AND GO WEST ON THE
 LX6523'UNMARKED ROAD FOR 0.2 KM (0.1 MI) TO A PAVED ROAD LEFT THAT
 LX6523'LEADS TO THE PARK.  TURN LEFT AND GO FOR 0.1 KM (0.05 MI) TO A
 LX6523'FORK.  KEEP LEFT GOING SOUTHEAST FOR 0.6 KM (0.4 MI) TO A
 LX6523'SIDE ROAD LEFT.  CONTINUE AHEAD ON THE WINDING ROAD FOR 0.8 KM
 LX6523'(0.5 MI) TO A SIDE ROAD LEFT.  CONTINUE AHEAD SOUTHERLY ON
 LX6523'THE WINDING ROAD FOR 0.3 KM (0.2 MI) TO A REVERSE FORK.
 LX6523'KEEP RIGHT SOUTHERLY, THEN EASTERLY ON THE WINDING ROAD FOR 0.2 KM
 LX6523'(0.1 MI) TO THE STATION ON LEFT.
 LX6523'
 LX6523'THE STATION IS AN IRON BOLT SET IN SULPHUR IN A DRILL HOLE IN
 LX6523'AN OUTCROPPING LEDGE, FLUSH WITH LEDGE SURFACE.
 LX6523'IT IS LOCATED
 LX6523'13.11 METERS (43.0 FT) EAST FROM A GUARD RAIL ON A ROCK WALL,
 LX6523'10.21 METERS (33.5 FT) SOUTH FROM A DOUBLE TRUNKED COTTONWOOD
 LX6523'TREE,
 LX6523'9.75 METERS (32.0 FT) EAST FROM THE APPROXIMATE CENTER OF PAVED
 LX6523'ROAD AND
 LX6523'2.13 METERS (7.0 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX6523'
 LX6523'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6523'STAMPED---NO. 1 1933---,
 LX6523'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6523'12.37 METERS (40.6 FT) EAST FROM A GUARD RAIL ON A ROCK WALL,
 LX6523'10.21 METERS (33.5 FT) SOUTH FROM A DOUBLE TRUNKED COTTONWOOD
 LX6523'TREE AND
 LX6523'1.49 METERS (4.9 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX6523'MARK IS LEVEL WITH STATION.
 LX6523'
 LX6523'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6523'STAMPED---NO 2 1933---,
 LX6523'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6523'19.35 METERS (63.5 FT) SOUTH-SOUTHEAST FROM A DOUBLE TRUNKED
 LX6523'COTTONWOOD TREE,
 LX6523'13.59 METERS (44.6 FT) EAST FROM A GUARD RAIL ON A ROCK WALL AND
 LX6523'11.28 METERS (37.0 FT) SOUTHEAST FROM A WITNESS POST.
 LX6523'MARK IS LEVEL WITH STATION.
 LX6523'
 LX6523'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.9 METERS.
 LX6523'
 LX6523'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
 LX6523
 LX6523                          STATION RECOVERY (1984)
 LX6523
 LX6523'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6523'STATION RECOVERED EXCELLENT - STATION AND REF. MARK NO. 1 WERE
 LX6523'COVERED WITH 6 INCHES OF DIRT.  REF. MARK NO. 2 WAS FOUND TO BE
 LX6523'IN EXCELLENT CONDITION ALSO, TELEPHONE RELAY MAST IS NOW A 4
 LX6523'LEGGED STRUCTURE AND THE FENCE IS ONLY 8 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5804 ***********************************************************************
 LX5804  DESIGNATION -  EAST SHORE LAUNDRY S GABLE
 LX5804  PID         -  LX5804
 LX5804  STATE/COUNTY-  CT/MIDDLESEX
 LX5804  USGS QUAD   -  OLD LYME (1976)
 LX5804
 LX5804                         *CURRENT SURVEY CONTROL
 LX5804  ___________________________________________________________________
 LX5804* NAD 83(1996)-  41 18 47.19625(N)    072 21 37.89084(W)     ADJUSTED  
 LX5804* NAVD 88     -                                                        
 LX5804  ___________________________________________________________________
 LX5804  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX5804  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5804
 LX5804  HORZ ORDER  -  THIRD
 LX5804
 LX5804.The horizontal coordinates were established by classical geodetic methods
 LX5804.and adjusted by the National Geodetic Survey in August 1998..
 LX5804
 LX5804
 LX5804.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5804
 LX5804.The geoid height was determined by GEOID03.
 LX5804
 LX5804;                    North         East     Units Scale Factor Converg.
 LX5804;SPC CT       -   205,756.527   337,413.159   MT  0.99999051   +0 15 29.7
 LX5804;SPC CT       -   675,052.87  1,106,996.34   sFT  0.99999051   +0 15 29.7
 LX5804;SPC NY L     -   128,597.657   437,278.444   MT  1.00002751   +1 04 20.5
 LX5804;SPC NY L     -   421,907.48  1,434,637.70   sFT  1.00002751   +1 04 20.5
 LX5804;UTM  18      - 4,576,877.150   720,940.221   MT  1.00020079   +1 44 35.6
 LX5804
 LX5804                          SUPERSEDED SURVEY CONTROL
 LX5804
 LX5804  NAD 83(1992)-  41 18 47.19527(N)    072 21 37.89051(W) AD(       ) 4
 LX5804  NAD 83(1986)-  41 18 47.19714(N)    072 21 37.89394(W) AD(       ) 4
 LX5804  NAD 27      -  41 18 46.84400(N)    072 21 39.59500(W) AD(       ) 3
 LX5804
 LX5804.Superseded values are not recommended for survey control.
 LX5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5804.See file dsdata.txt to determine how the superseded data were derived.
 LX5804
 LX5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2094076877(NAD 83)
 LX5804
 LX5804  HISTORY     - Date     Condition        Report By
 LX5804  HISTORY     - 1934     MONUMENTED       CGS
 LX5804  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5804  HISTORY     - 19970118 MARK NOT FOUND   USPSQD
 LX5804
 LX5804                          STATION DESCRIPTION
 LX5804
 LX5804'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5804'THIS PLANT, FORMERLY USED BY THE SAYBROOK DUNTILE BRICK COMPANY
 LX5804'IS NOW OCCUPIED BY THE EAST SHORE LAUNDRY.
 LX5804'
 LX5804'THE STATION IS ON THE GAMBREL-ROOFED STRUCTURE AT THE S END OF THE
 LX5804'PLANT.  THIS BUILDING IS NOTICEABLE BECAUSE THE RIDGEPOLE IS SHORT
 LX5804'AND THE DISTANCE FROM EAVES TO APEX ALMOST EQUALS THE DISTANCE FROM
 LX5804'THE EAVES TO THE GROUND.  THE REMAINDER OF THE PLANT IS BUT ONE
 LX5804'STORY HIGH.
 LX5804'
 LX5804'CENTER IS THE APEX OF THE S GABLE.
 LX5804
 LX5804                          STATION RECOVERY (1948)
 LX5804
 LX5804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5804'THIS BUILDING WAS DAMAGED IN 1938 AND SINCE HAS BEEN CONSIDERABLY
 LX5804'ALTERED IN CONSTRUCTION.  IT IS RECOMMENDED THAT THIS STATION BE
 LX5804'CONSIDERED DESTROYED.
 LX5804
 LX5804                          STATION RECOVERY (1997)
 LX5804
 LX5804'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5804'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4660 ***********************************************************************
 LX4660  DESIGNATION -  EASTER
 LX4660  PID         -  LX4660
 LX4660  STATE/COUNTY-  CT/WINDHAM
 LX4660  USGS QUAD   -  HAMPTON (1984)
 LX4660
 LX4660                         *CURRENT SURVEY CONTROL
 LX4660  ___________________________________________________________________
 LX4660* NAD 83(1996)-  41 50 17.28833(N)    072 00 36.78374(W)     ADJUSTED  
 LX4660* NAVD 88     -       220.0    (meters)     722.     (feet)  VERTCON   
 LX4660  ___________________________________________________________________
 LX4660  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX4660  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX4660
 LX4660  HORZ ORDER  -  FIRST
 LX4660
 LX4660.The horizontal coordinates were established by classical geodetic methods
 LX4660.and adjusted by the National Geodetic Survey in August 1998..
 LX4660
 LX4660.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4660
 LX4660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4660
 LX4660.The geoid height was determined by GEOID03.
 LX4660
 LX4660;                    North         East     Units Scale Factor Converg.
 LX4660;SPC CT       -   264,257.285   366,246.299   MT  0.99999723   +0 29 25.9
 LX4660;SPC CT       -   866,984.11  1,201,593.07   sFT  0.99999723   +0 29 25.9
 LX4660;UTM  18      - 4,636,127.242   748,245.765   MT  1.00035840   +1 59 43.0
 LX4660;UTM  19      - 4,636,186.564   250,057.281   MT  1.00036880   -2 00 32.2
 LX4660
 LX4660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4660!SPC CT       -   0.99997016  x   0.99999723  =   0.99996739
 LX4660!UTM  18      -   0.99997016  x   1.00035840  =   1.00032855
 LX4660!UTM  19      -   0.99997016  x   1.00036880  =   1.00033895
 LX4660
 LX4660:                Primary Azimuth Mark                     Grid Az
 LX4660:SPC CT       -  POMFRET SCH CUPOLA                       036 13 51.5
 LX4660:UTM  18      -  POMFRET SCH CUPOLA                       034 43 34.4
 LX4660:UTM  19      -  POMFRET SCH CUPOLA                       038 43 49.6
 LX4660
 LX4660|---------------------------------------------------------------------|
 LX4660| PID    Reference Object                     Distance      Geod. Az  |
 LX4660|                                                           dddmmss.s |
 LX4660| LW3748 POMFRET SCH CUPOLA                  APPROX. 6.5 KM 0364317.4 |
 LX4660| LW3710 BROOKLYN 2                          APPROX. 5.2 KM 1070408.4 |
 LX4660| LW3716 BROOKLYN STATE POLICE MAST          APPROX. 3.7 KM 1311459.6 |
 LX4660| CZ7307 EASTER RM 2                          24.398 METERS 14149     |
 LX4660| LW3601 PLAINFIELD CONG CHURCH SPIRE        APPROX.18.8 KM 1545425.3 |
 LX4660| CZ7308 EASTER RM 3                          28.830 METERS 22337     |
 LX4660| LX4654 ABINGTON RELAY MAST                 APPROX. 5.6 KM 3293115.5 |
 LX4660| CZ7306 EASTER RM 1                          32.519 METERS 35621     |
 LX4660|---------------------------------------------------------------------|
 LX4660
 LX4660                          SUPERSEDED SURVEY CONTROL
 LX4660
 LX4660  NAD 83(1996)-  41 50 17.28787(N)    072 00 36.78357(W) AD(       ) 1
 LX4660  NAD 83(1992)-  41 50 17.28774(N)    072 00 36.78332(W) AD(       ) 1
 LX4660  NAD 83(1992)-  41 50 17.28788(N)    072 00 36.78373(W) AD(       ) 1
 LX4660  NAD 83(1986)-  41 50 17.28863(N)    072 00 36.78329(W) AD(       ) 1
 LX4660  NAD 27      -  41 50 16.94327(N)    072 00 38.50429(W) AD(       ) 1
 LX4660  NGVD 29 (07/19/86)  220.2    (m)          722.     (f) VERT ANG       
 LX4660
 LX4660.Superseded values are not recommended for survey control.
 LX4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4660.See file dsdata.txt to determine how the superseded data were derived.
 LX4660
 LX4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4824636127(NAD 83)
 LX4660_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4660_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4660+STABILITY: SURFACE MOTION
 LX4660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4660+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 LX4660
 LX4660  HISTORY     - Date     Condition        Report By
 LX4660  HISTORY     - 1936     MONUMENTED       CTGS
 LX4660  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX4660  HISTORY     - 1974     GOOD             NGS
 LX4660  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4660  HISTORY     - 20050823 GOOD             GEOCAC
 LX4660
 LX4660                          STATION DESCRIPTION
 LX4660
 LX4660'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4660'ON EASTER HILL, WHICH IS ABOUT 1/2 MILE NORTH OF ELLIOTT (AIRLINE),
 LX4660'AND ABOUT 7 MILES WEST-NORTHWEST OF DANIELSON (AIRLINE).  THE HILL
 LX4660'IS COVERED WITH TALL GRASS, LOW BUSHES, AND SOME SMALL CEDARS.  THE
 LX4660'PROPERTY IS OWNED BY PAUL SMUTHICK OF ABINGTON.
 LX4660'
 LX4660'TO REACH FROM THE ABINGTON POST OFFICE AT THE INTERSECTION OF
 LX4660'STATE HIGHWAY 97 AND U.S. HIGHWAY 44, GO SOUTH ON STATE HIGHWAY 97,
 LX4660'1.2 MILES TO FARM T-ROAD ON LEFT (DIRT) (OLD BARN AT SOUTHEAST
 LX4660'CORNER).  TURN LEFT (EAST) ON THIS FARM ROAD AND GO 0.25 MILES TO
 LX4660'BAR GATE AND BARN ON RIGHT (SOUTH).  TURN RIGHT (SOUTH) AND PARK
 LX4660'TRUCK IN FRONT OF BARN.  THE STATION IS ABOUT 3,000 FEET DUE
 LX4660'SOUTH FROM THIS BARN, UP AND OVER OPEN FIELD, ABOUT 200 FEET
 LX4660'BEYOND (SOUTH) WIRE FENCE ON SUMMIT, AND ABOUT 200 FEET EAST
 LX4660'OF OLD STONE FENCE.  THE MARK IS STAMPED EASTER-1936, AND IS
 LX4660'FLUSH WITH THE GROUND.
 LX4660'
 LX4660'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4660'CONCRETE, NOTES 1A AND 11A.
 LX4660'
 LX4660'REFERENCE MARK NO.1 IS 106.66 FEET NORTH OF STATION, STAMPED
 LX4660'EASTER-1936-NO.1, AND IS FLUSH WITH THE GROUND.  REFERENCE MARK NO.2
 LX4660'IS 80.02 FEET SOUTH-SOUTHEAST OF THE STATION, STAMPED
 LX4660'EASTER-1936-NO.2, AND IS FLUSH WITH THE GROUND.  REFERENCE MARK
 LX4660'NO.3 IS 94.61 FEET SOUTHWEST OF THE STATION, STAMPED
 LX4660'EASTER-1936-NO.3, AND IS FLUSH WITH THE GROUND.
 LX4660'
 LX4660'HEIGHT OF LIGHT ABOVE STATION MARK 14.9 METERS
 LX4660
 LX4660                          STATION RECOVERY (1972)
 LX4660
 LX4660'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX4660'EASTER 1936 EXCELLENT
 LX4660'
 LX4660'EASTER - 1936 NO. 1 EXCELLENT
 LX4660'
 LX4660'EASTER - 1936 NO. 2 EXCELLENT
 LX4660'
 LX4660'EASTER - 1936 NO. 3 EXCELLENT
 LX4660'
 LX4660'STATION IS 311 FEET SOUTH OF EAST-WEST STONE WALL BORDERING AN OPEN
 LX4660'FIELD.  117 FEET EAST OF NORTH-SOUTH STONE WALL AND 8,000 FEET SOUTH
 LX4660'OF ABINGTON CENTER.
 LX4660'
 LX4660'R.M. 3 IS 45 FEET EAST OF NORTH-SOUTH STONE WALL.
 LX4660'
 LX4660'TO REACH FROM THE INTERSECTION OF ROUTE 44 (HARTFORD PIKE) AND
 LX4660'ROUTE 97 (YE OLD WINDHAM ROAD) GO SOUTH ON ROUTE 97 AND 1.2 MILES
 LX4660'TO AYERS ROAD ON LEFT.  PROCEED SOUTHEASTERLY ON AYERS ROAD FOR
 LX4660'0.15 MILE TO WOODEN GATE.  CONTINUE SOUTHEASTERLY ON DIRT ROAD FOR
 LX4660'0.09 MILE TO BARN ON RIGHT (SOUTH), PARK TRUCK HERE.  STATION IS
 LX4660'ABOUT 3,000 FEET DUE SOUTH FROM THIS BARN, UP AND OVER FIELD,
 LX4660'311 FEET SOUTH OF EAST-WEST STONE WALL AT SOUTH EDGE OF OPEN
 LX4660'FIELD.
 LX4660
 LX4660                          STATION RECOVERY (1974)
 LX4660
 LX4660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4660'STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 LX4660'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND LONGER
 LX4660'BY 0.03 FOOT, THE DISTANCE TO REFERENCE MARK 2 WAS FOUND LONGER
 LX4660'BY 0.02 FOOT AND THE DISTANCE TO REFERENCE MARK 3 CHECKED.  THE
 LX4660'DIRECTION TO ALL MARKS CHECKED.  A COMPLETE NEW DESCRIPTION
 LX4660'FOLLOWS.
 LX4660'
 LX4660'STATION IS ABOUT 7 MILES WEST-NORTHWEST OF DANIELSON, 4-1/2
 LX4660'MILES NORTHWEST OF BROOKLYN, 1-1/2 MILES SOUTH OF ABINGTON, 1/2
 LX4660'MILE EAST OF STATE HIGHWAY 97, ON EASTER HILL AND ON PROPERTY
 LX4660'OWNED BY MR. J.L. SMUTNICK, BOX 145, ABINGTON, CONNECTICUT.
 LX4660'PHONE NUMBER 974-1113.
 LX4660'
 LX4660'TO REACH THE STATION FROM THE POST OFFICE IN ABINGTON, GO EAST
 LX4660'ON U.S. HIGHWAY 44 FOR 0.1 MILE TO THE JUNCTION OF STATE
 LX4660'HIGHWAY 97.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 97 FOR 1.8
 LX4660'MILES TO BROOKLYN ROAD ON THE LEFT.  TURN LEFT AND GO
 LX4660'SOUTHEASTERLY ON BROOKLYN ROAD FOR 0.25 MILE TO MR. J.L.
 LX4660'SMUTNICKS HOME ON THE RIGHT AND A WIRE GATE ON THE LEFT JUST PAST
 LX4660'THE HOUSE.  TURN LEFT, PASS THROUGH THE GATE AND GO NORTH
 LX4660'ACROSS THE PASTURE FOR 0.2 MILE TO THE NORTH CORNER AND A
 LX4660'TRACK ROAD LEADING INTO THE WOODS.  GO NORTH AND NORTHEAST
 LX4660'ON THE TRACK ROAD FOR 0.1 MILE TO A WIRE FENCE.  TURN RIGHT
 LX4660'AND GO EAST ALONG THE FENCE LINE FOLLOWING THE TRACK ROAD
 LX4660'FOR 0.1 MILE TO A NORTH-SOUTH RIDGE.  TURN RIGHT AND GO
 LX4660'SOUTH ON THE RIDGE FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 LX4660'
 LX4660'STATION MARK, STAMPED EASTER 1936, IS A STANDARD DISK SET IN A
 LX4660'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 310
 LX4660'FEET SOUTH OF A ROCK FENCE, 115 FEET EAST OF A ROCK FENCE,
 LX4660'55.5 FEET NORTHWEST OF A 12-INCH OAK TREE, 35 FEET SOUTH OF A
 LX4660'4-INCH CEDAR TREE AND 4.2 FEET NORTH OF A METAL WITNESS POST.
 LX4660'THE 1936 DESCRIPTION DOES NOT MENTION AN UNDERGROUND MARK.
 LX4660'
 LX4660'REFERENCE MARK 1, STAMPED EASTER 1936 NO 1, IS A STANDARD DISK SET
 LX4660'IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS
 LX4660'203 FEET SOUTH OF A ROCK FENCE, 119 FEET EAST OF A ROCK FENCE,
 LX4660'71.5 FEET NORTH OF THE 4-INCH CEDAR TREE AND 1.6 FEET EAST OF A
 LX4660'METAL WITNESS POST.
 LX4660'
 LX4660'REFERENCE MARK 2, STAMPED EASTER 1936 NO 2, IS A STANDARD DISK
 LX4660'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LX4660'IS 160 FEET EAST OF A ROCK FENCE, 30.5 FEET SOUTH-SOUTHWEST OF
 LX4660'THE 12-INCH OAK TREE AND 2.3 FEET NORTH OF A METAL WITNESS POST.
 LX4660'
 LX4660'REFERENCE MARK 3, STAMPED EASTER 1936 NO 3, IS A STANDARD DISK
 LX4660'SET IN A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 45
 LX4660'FEET EAST OF A ROCK FENCE, 7.5 FEET WEST OF A 6-INCH BLAZED
 LX4660'TREE AND 1.5 EAST OF A METAL WITNESS POST.
 LX4660'
 LX4660'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS.  TREES AND HEAVY
 LX4660'BRUSH ON LINE.
 LX4660'
 LX4660'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LX4660'
 LX4660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4660'1-1/2 MILES SOUTH OF ABINGTON.
 LX4660
 LX4660                          STATION RECOVERY (1977)
 LX4660
 LX4660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4660'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LX4660'GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 1, 2 AND 3
 LX4660'CHECKED WITH PREVIOUS OBSERVATIONS.  THE DISTANCES TO
 LX4660'REFERENCE MARKS 1 AND 2 CHECKED WITH PREVIOUS MEASUREMENTS.
 LX4660'THE DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER BY 0.009
 LX4660'METER.
 LX4660'
 LX4660'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX4660'
 LX4660'THE STATION IS LOCATED 7 MILES NORTHEAST OF DANIELSON, 1-1/2
 LX4660'MILES SOUTH OF ABINGTON, ON EASTER HILL AND ON THE PROPERTY OF
 LX4660'MR. J.L. SMUTNICK, BOX 145, ABINGTON, CONNECTICUT.
 LX4660'PHONE NO. 974-1113.
 LX4660'
 LX4660'TO REACH THE STATION FROM THE POST OFFICE IN ABINGTON, GO EAST
 LX4660'ON U.S. HIGHWAY 44 FOR 0.1 MILE TO THE JUNCTION OF STATE
 LX4660'HIGHWAY 97.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 97 FOR
 LX4660'1.8 MILES TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTHERLY ON
 LX4660'BROOKLYN ROAD FOR 0.25 MILE TO MR. SMUTNICKS HOUSE ON THE RIGHT
 LX4660'AND A FIELD ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ACROSS
 LX4660'AN OPEN FIELD FOR 0.2 MILE TO THE NORTH END OF THE FIELD AND
 LX4660'A WOODS ROAD.  GO NORTH AND NORTHEAST ON THE WOODS ROAD FOR
 LX4660'0.1 MILE TO A WIRE FENCE.  TURN RIGHT AND GO EASTERLY ON A
 LX4660'WOODS ROAD FOLLOWING THE FENCE FOR 0.1 MILE TO A
 LX4660'NORTH-SOUTH RIDGE.
 LX4660'TURN RIGHT AND GO SOUTH ON THE RIDGE FOR 0.05 MILE TO THE
 LX4660'STATION AS DESCRIBED.
 LX4660'
 LX4660'STATION MARK, STAMPED---EASTER 1936---, IS A STANDARD DISK SET
 LX4660'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LX4660'THE GROUND SURFACE.  IT IS 310 FEET SOUTH OF A ROCK FENCE,
 LX4660'115 FEET EAST OF A ROCK FENCE, 55.5 FEET NORTHEAST OF A 14-INCH
 LX4660'OAK TREE AND 4.2 FEET NORTH OF A METAL WITNESS POST.  A 30-INCH
 LX4660'STEEL ROD WAS DRIVEN BESIDE THE MARK.
 LX4660'
 LX4660'REFERENCE MARK 1, STAMPED---EASTER 1936 NO 1---, IS A STANDARD
 LX4660'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LX4660'WITH THE GROUND.  IT IS 203 FEET SOUTH OF THE ROCK FENCE, 119
 LX4660'FEET EAST OF THE ROCK FENCE, 71.5 FEET NORTH OF A 4-INCH CEDAR
 LX4660'TREE AND 1.6 FEET EAST OF A METAL WITNESS POST.
 LX4660'
 LX4660'REFERENCE MARK 2, STAMPED---EASTER 1936 NO 2---, IS A STANDARD
 LX4660'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LX4660'WITH THE GROUND.  IT IS 160 FEET EAST OF A ROCK FENCE, 30.5
 LX4660'FEET SOUTHEAST OF THE 14-INCH OAK TREE AND 2.3 FEET NORTH OF
 LX4660'A METAL WITNESS POST.
 LX4660'
 LX4660'REFERENCE MARK 3, STAMPED---EASTER 1936 NO 3---, IS A STANDARD
 LX4660'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LX4660'WITH THE GROUND.  IT IS 45 FEET EAST OF A ROCK FENCE, 7.5 FEET
 LX4660'WEST OF AN 8-INCH BLAZED TREE AND 1.5 FEET EAST OF A METAL
 LX4660'WITNESS POST.
 LX4660'
 LX4660'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH.
 LX4660'
 LX4660'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX4660'
 LX4660'DESCRIBED BY L.K. ZURFLUH.
 LX4660
 LX4660                          STATION RECOVERY (2005)
 LX4660
 LX4660'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX4660'FOUND STATION AND RM'S 1,2,3 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5116 ***********************************************************************
 LX5116  DESIGNATION -  EASTER POINT
 LX5116  PID         -  LX5116
 LX5116  STATE/COUNTY-  CT/NEW LONDON
 LX5116  USGS QUAD   -  UNCASVILLE (1984)
 LX5116
 LX5116                         *CURRENT SURVEY CONTROL
 LX5116  ___________________________________________________________________
 LX5116* NAD 83(1996)-  41 28 15.52803(N)    072 04 27.95672(W)     ADJUSTED  
 LX5116* NAVD 88     -        21.     (meters)      69.     (feet)  SCALED    
 LX5116  ___________________________________________________________________
 LX5116  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LX5116  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX5116
 LX5116  HORZ ORDER  -  THIRD
 LX5116
 LX5116.The horizontal coordinates were established by classical geodetic methods
 LX5116.and adjusted by the National Geodetic Survey in August 1998..
 LX5116
 LX5116.The orthometric height was scaled from a topographic map.
 LX5116
 LX5116.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5116
 LX5116.The geoid height was determined by GEOID03.
 LX5116
 LX5116;                    North         East     Units Scale Factor Converg.
 LX5116;SPC CT       -   223,436.657   361,231.595   MT  0.99998374   +0 26 52.6
 LX5116;SPC CT       -   733,058.43  1,185,140.66   sFT  0.99998374   +0 26 52.6
 LX5116;UTM  18      - 4,595,174.788   744,298.179   MT  1.00033453   +1 56 18.2
 LX5116;UTM  19      - 4,595,606.275   243,269.483   MT  1.00041120   -2 02 13.6
 LX5116
 LX5116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5116!SPC CT       -   1.00000152  x   0.99998374  =   0.99998526
 LX5116!UTM  18      -   1.00000152  x   1.00033453  =   1.00033605
 LX5116!UTM  19      -   1.00000152  x   1.00041120  =   1.00041272
 LX5116
 LX5116:                Primary Azimuth Mark                     Grid Az
 LX5116:SPC CT       -  MOHEGAN DIKE LIGHT 14                    012 39 58.5
 LX5116:UTM  18      -  MOHEGAN DIKE LIGHT 14                    011 10 32.9
 LX5116:UTM  19      -  MOHEGAN DIKE LIGHT 14                    015 09 04.7
 LX5116
 LX5116|---------------------------------------------------------------------|
 LX5116| PID    Reference Object                     Distance      Geod. Az  |
 LX5116|                                                           dddmmss.s |
 LX5116| LX5118 MOHEGAN DIKE LIGHT 14               APPROX. 0.8 KM 0130651.1 |
 LX5116| LX5127 HALPINS OAK                         APPROX. 3.1 KM 0210953.4 |
 LX5116| LX5132 MAINE BARN CUPOLA                   APPROX. 2.2 KM 0754138.7 |
 LX5116| LX5129 HOLMBURGS CHIMNEY                   APPROX. 1.5 KM 0991531.1 |
 LX5116| LX5124 PATRIDGES CHIMNEY                   APPROX. 0.8 KM 1093851.4 |
 LX5116| LX5128 PERCIVALS BARN GABLE                APPROX. 1.5 KM 1165818.0 |
 LX5116| LX5120 WALDENS ISLAND LIGHT 12             APPROX. 0.6 KM 1232557.7 |
 LX5116| LX5121 STODDARDS OLD DOCK LIGHT 10         APPROX. 1.3 KM 1531438.8 |
 LX5116| CZ7309 EASTER POINT RM 1                    38.600 METERS 20734     |
 LX5116| CZ7310 EASTER POINT RM 2                    23.000 METERS 22759     |
 LX5116| LX5105 FORT SHANTOK CHIMNEY                APPROX. 1.3 KM 3302740.8 |
 LX5116| LX5113 NORWICH STATE HOSP TALL STACK       APPROX. 1.8 KM 3561852.6 |
 LX5116| LX5114 NORWICH STATE HOSP SHORT STACK      APPROX. 1.8 KM 3563736.5 |
 LX5116| LX5112 COUNTY HOME FLAGPOLE                APPROX. 2.8 KM 3572556.4 |
 LX5116|---------------------------------------------------------------------|
 LX5116
 LX5116                          SUPERSEDED SURVEY CONTROL
 LX5116
 LX5116  NAD 83(1992)-  41 28 15.52699(N)    072 04 27.95604(W) AD(       ) 3
 LX5116  NAD 83(1986)-  41 28 15.52774(N)    072 04 27.95880(W) AD(       ) 3
 LX5116  NAD 27      -  41 28 15.17500(N)    072 04 29.67300(W) AD(       ) 3
 LX5116
 LX5116.Superseded values are not recommended for survey control.
 LX5116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5116.See file dsdata.txt to determine how the superseded data were derived.
 LX5116
 LX5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4429895175(NAD 83)
 LX5116_MARKER: DS = TRIANGULATION STATION DISK
 LX5116_SETTING: 80 = SET IN A BOULDER
 LX5116_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5116+STABILITY: SURFACE MOTION
 LX5116
 LX5116  HISTORY     - Date     Condition        Report By
 LX5116  HISTORY     - 1934     MONUMENTED       CGS
 LX5116  HISTORY     - 1961     GOOD             CGS
 LX5116  HISTORY     - 1984     GOOD             USPSQD
 LX5116
 LX5116                          STATION DESCRIPTION
 LX5116
 LX5116'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5116'THE STATION IS LOCATED ON THE TOP OF THE HILL ON THE W BANK OF THE
 LX5116'THAMES RIVER ON WHAT IS LOCALLY KNOWN AS EASTER POINT AND
 LX5116'OPPOSITE POQUETANUCK COVE.  IT IS REACHED FROM STATE HIGHWAY
 LX5116'NO.32 ALONG THE FORT SHANTOK ROAD THROUGH THE PARK.  THE STATION
 LX5116'IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN A LARGE
 LX5116'BOULDER ON TOP OF THE HILL E OF THE ROAD AND OVERLOOKING THE
 LX5116'CENTRAL VERMONT RAILROAD.
 LX5116'
 LX5116'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN DRILL
 LX5116'HOLES IN THE TOP OF BOULDERS S AND W OF THE STATION RESPECTIVELY.
 LX5116
 LX5116                          STATION RECOVERY (1961)
 LX5116
 LX5116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5116'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 LX5116'DESCRIBED BY G.C.M. IN 1934.  THE STATION IS STAMPED EASTER
 LX5116'PT 1934 AND THE REFERENCE MARKS ARE STAMPED EASTER PT NO 1 1934
 LX5116'AND EASTER PT NO 2 1934.
 LX5116
 LX5116                          STATION RECOVERY (1984)
 LX5116
 LX5116'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5116'EASTER PT. 1934 FOUND VERY GOOD.
 LX5116'EASTER PT. 1934 RM 1 FOUND VERY GOOD.
 LX5116'EASTER PT. 1934 RM 2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5213 ***********************************************************************
 LX5213  DESIGNATION -  EASTERN POINT
 LX5213  PID         -  LX5213
 LX5213  STATE/COUNTY-  CT/NEW LONDON
 LX5213  USGS QUAD   -  NEW LONDON (1984)
 LX5213
 LX5213                         *CURRENT SURVEY CONTROL
 LX5213  ___________________________________________________________________
 LX5213* NAD 83(1996)-  41 19 09.70436(N)    072 04 30.00195(W)     ADJUSTED  
 LX5213* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5213  ___________________________________________________________________
 LX5213  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LX5213  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LX5213
 LX5213  HORZ ORDER  -  THIRD
 LX5213
 LX5213.The horizontal coordinates were established by classical geodetic methods
 LX5213.and adjusted by the National Geodetic Survey in August 1998..
 LX5213
 LX5213.The orthometric height was scaled from a topographic map.
 LX5213
 LX5213.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5213
 LX5213.The geoid height was determined by GEOID03.
 LX5213
 LX5213;                    North         East     Units Scale Factor Converg.
 LX5213;SPC CT       -   206,598.134   361,315.674   MT  0.99999010   +0 26 51.2
 LX5213;SPC CT       -   677,814.04  1,185,416.51   sFT  0.99999010   +0 26 51.2
 LX5213;SPC NY L     -   129,778.304   461,167.514   MT  1.00002839   +1 15 32.8
 LX5213;SPC NY L     -   425,780.99  1,513,013.75   sFT  1.00002839   +1 15 32.8
 LX5213;UTM  18      - 4,578,338.236   744,819.534   MT  1.00033770   +1 55 55.9
 LX5213;UTM  19      - 4,578,772.724   242,624.002   MT  1.00041532   -2 01 53.0
 LX5213
 LX5213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5213!SPC CT       -   1.00000485  x   0.99999010  =   0.99999495
 LX5213!SPC NY L     -   1.00000485  x   1.00002839  =   1.00003324
 LX5213!UTM  18      -   1.00000485  x   1.00033770  =   1.00034256
 LX5213!UTM  19      -   1.00000485  x   1.00041532  =   1.00042018
 LX5213
 LX5213:                Primary Azimuth Mark                     Grid Az
 LX5213:SPC CT       -  GRISWOLD HOTEL FLAGSTAFF                 359 44 22.9
 LX5213:SPC NY L     -  GRISWOLD HOTEL FLAGSTAFF                 358 55 41.3
 LX5213:UTM  18      -  GRISWOLD HOTEL FLAGSTAFF                 358 15 18.2
 LX5213:UTM  19      -  GRISWOLD HOTEL FLAGSTAFF                 002 13 07.1
 LX5213
 LX5213|---------------------------------------------------------------------|
 LX5213| PID    Reference Object                     Distance      Geod. Az  |
 LX5213|                                                           dddmmss.s |
 LX5213| LX5214 GRISWOLD HOTEL FLAGSTAFF            APPROX. 0.6 KM 0001114.1 |
 LX5213| LX5212 PHELPS FLAGPOLE                     176.564 METERS 02326     |
 LX5213| CZ7312 EASTERN POINT RM 2                   11.380 METERS 09917     |
 LX5213| LX5208 PLANTS FLAGPOLE                     APPROX. 0.9 KM 1150647.0 |
 LX5213| LX5321 AVERY POINT LIGHT                   APPROX. 1.1 KM 1153240.1 |
 LX5213| LX5339 BLACK LEDGE ROCKS THAMES R ENT      APPROX. 1.6 KM 1685817.6 |
 LX5213| LX5303 BLACK LEDGE BEACON                  APPROX. 1.6 KM 1690058.4 |
 LX5213| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 1.5 KM 1874545.7 |
 LX5213| LX5300 ARMSTRONGS FLAGPOLE                 APPROX. 1.9 KM 2462140.5 |
 LX5213| CZ7311 EASTERN POINT RM 1                   14.870 METERS 29442     |
 LX5213| LX5229 JOHNSTONS FLAGPOLE                  APPROX. 1.4 KM 2973711.6 |
 LX5213| LX5245 NEW LONDON STACK                    APPROX. 4.7 KM 3215043.8 |
 LX5213| LX5233 CONN LIGHT AND POWER CO TANK        APPROX. 4.4 KM 3391844.0 |
 LX5213|---------------------------------------------------------------------|
 LX5213
 LX5213                          SUPERSEDED SURVEY CONTROL
 LX5213
 LX5213  NAD 83(1992)-  41 19 09.70326(N)    072 04 30.00099(W) AD(       ) 3
 LX5213  NAD 83(1986)-  41 19 09.70377(N)    072 04 30.00668(W) AD(       ) 3
 LX5213  NAD 27      -  41 19 09.35300(N)    072 04 31.73700(W) AD(       ) 3
 LX5213
 LX5213.Superseded values are not recommended for survey control.
 LX5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5213.See file dsdata.txt to determine how the superseded data were derived.
 LX5213
 LX5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4482078338(NAD 83)
 LX5213_MARKER: Z = SEE DESCRIPTION
 LX5213_SETTING: 66 = SET IN ROCK OUTCROP
 LX5213_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5213+STABILITY: POSITION/ELEVATION WELL
 LX5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5213+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 LX5213
 LX5213  HISTORY     - Date     Condition        Report By
 LX5213  HISTORY     - 1932     MONUMENTED       USE
 LX5213  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5213  HISTORY     - 1954     GOOD             CGS
 LX5213  HISTORY     - 1960     GOOD             CGS
 LX5213  HISTORY     - 1966     GOOD             CGS
 LX5213  HISTORY     - 1971     GOOD             CTDT
 LX5213  HISTORY     - 1983     GOOD             USPSQD
 LX5213  HISTORY     - 1989     GOOD             USPSQD
 LX5213  HISTORY     - 20011003 GOOD             USPSQD
 LX5213  HISTORY     - 20030522 GOOD             USPSQD
 LX5213  HISTORY     - 20050919 GOOD             GEOCAC
 LX5213
 LX5213                          STATION DESCRIPTION
 LX5213
 LX5213'DESCRIBED BY US ENGINEERS 1932 (MHR)
 LX5213'STATION EASTERN POINT IS LOCATED ON THE E SIDE OF NEW LONDON
 LX5213'HARBOR, ON EASTERN POINT, AT THE ENTRANCE TO THE HARBOR.  THE
 LX5213'STATION IS MARKED WITH A ONE-INCH PIPE PROJECTING 6 INCHES AND
 LX5213'SET IN A DRILL HOLE IN A LARGE BEDROCK OUTCROP.  THE DRILL HOLE
 LX5213'IS IN THE CENTER OF A TRIANGLE CUT IN THE ROCK.
 LX5213'
 LX5213'REFERENCE NO. 1-DISTANCE 32.43 METERS TO CORNER OF STONE STEPS TO
 LX5213'PRIVATE BEACH AND COVE.  REFERENCE NO. 2-DISTANCE 38.15 METERS TO N
 LX5213'CORNER OF STEPS OF MISS TYLERS HOME.  REFERENCE NO. 3-DISTANCE
 LX5213'9.30 METERS E TO BUGGY AXLE SET IN A DRILL HOLE IN ROCK AND
 LX5213'PROJECTING ONE FOOT ABOVE THE SURFACE.
 LX5213
 LX5213                          STATION RECOVERY (1934)
 LX5213
 LX5213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5213'THE STATION WAS RECOVERED AS DESCRIBED AND REMARKED AS FOLLOWS--
 LX5213'A STANDARD DISC WAS SET IN THE DRILL HOLE IN THE LEDGE.
 LX5213'
 LX5213'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LX5213'HOLES IN THE LEDGE NORTHERLY AND SOUTHEASTERLY OF THE STATION
 LX5213'RESPECTIVELY.
 LX5213
 LX5213                          STATION RECOVERY (1954)
 LX5213
 LX5213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5213'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5213'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LX5213'
 LX5213'LOCATED ON EASTERN POINT, ON THE E SIDE OF THE ENTRANCE TO
 LX5213'THAMES RIVER, IN BOROUGH OF GROTON MUNICIPAL BEACH.
 LX5213'
 LX5213'ALL MARKS ARE STANDARD DISKS, SET IN DRILL HOLES IN OUTCROPPING
 LX5213'LEDGES.
 LX5213'
 LX5213'STATION IS STAMPED EASTERN 1934 AND IS SET IN THE HIGHEST
 LX5213'PART OF THE LEDGE.
 LX5213'
 LX5213'REFERENCE MARK 1 IS STAMPED EASTERN NO 1 1934 AND IS LOCATED
 LX5213'IN THE SECOND HIGHEST PART OF THE LEDGE NW OF THE STATION.
 LX5213'
 LX5213'REFERENCE MARK 2 IS STAMPED EASTERN NO 2 1934 AND IS SET IN
 LX5213'THE LEDGE SE OF AND LOWER THAN THE STATION.
 LX5213'
 LX5213'TO REACH THE STATION FOLLOW THAMES STREET THROUGH GROTON TO
 LX5213'ITS JUNCTION WITH EASTERN POINT ROAD, THEN FOLLOW EASTERN POINT
 LX5213'ROAD TO SHENNECOSSETT BEACH CLUB AND BEACH POND ROAD (JUST BEFORE
 LX5213'REACHING THE MAIN GATE TO THE COAST GUARD TRAINING STATION), TURN
 LX5213'RIGHT ON BEACH POND ROAD AND GO TO BOROUGH OF GROTON MUNICIPAL
 LX5213'BEACH AND THE STATION SITE.
 LX5213
 LX5213                          STATION RECOVERY (1960)
 LX5213
 LX5213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5213'THE STATION WAS RECOVERED AS DESCRIBED.  THE FOLLOWING
 LX5213'DISCREPANCIES WERE NOTED--
 LX5213'
 LX5213'THE DISTANCE FROM EASTERN POINT (U.S.E.) TO RM 2 IS 11.42 M.
 LX5213'
 LX5213'THE LEDGE AROUND THE STATION, ABOUT 3 FT FROM THE DISC, IS CRACKED
 LX5213'AND MAY HAVE CAUSED THE ABOVE DISCREPANCES.
 LX5213
 LX5213                          STATION RECOVERY (1966)
 LX5213
 LX5213'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5213'RECOVERED AS DESCRIBED.
 LX5213'
 LX5213'STATION BARES 13 FEET AT MHW
 LX5213'
 LX5213'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5213'TWO MILES SOUTH OF GROTON.
 LX5213
 LX5213                          STATION RECOVERY (1971)
 LX5213
 LX5213'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5213'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LX5213'STATION IS NOW ON THE PROPERTY OWNED BY THE TOWN OF GROTON.
 LX5213
 LX5213                          STATION RECOVERY (1983)
 LX5213
 LX5213'RECOVERY NOTE BY US POWER SQUADRON 1983 (RLP)
 LX5213'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 LX5213
 LX5213                          STATION RECOVERY (1989)
 LX5213
 LX5213'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5213'RECOVERED IN GOOD CONDITION.
 LX5213
 LX5213                          STATION RECOVERY (2001)
 LX5213
 LX5213'RECOVERY NOTE BY US POWER SQUADRON 2001 (BWR)
 LX5213'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION
 LX5213
 LX5213                          STATION RECOVERY (2003)
 LX5213
 LX5213'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX5213'RECOVERED IN GOOD CONDITION.
 LX5213
 LX5213                          STATION RECOVERY (2005)
 LX5213
 LX5213'RECOVERY NOTE BY GEOCACHING 2005 (ETA)
 LX5213'RECOVERED IN GOOD CONDITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4632 ***********************************************************************
 LX4632  DESIGNATION -  EASTFORD METHODIST CH SPIRE
 LX4632  PID         -  LX4632
 LX4632  STATE/COUNTY-  CT/WINDHAM
 LX4632  USGS QUAD   -  EASTFORD (1983)
 LX4632
 LX4632                         *CURRENT SURVEY CONTROL
 LX4632  ___________________________________________________________________
 LX4632* NAD 83(1996)-  41 53 57.51598(N)    072 05 03.20498(W)     ADJUSTED  
 LX4632* NAVD 88     -                                                        
 LX4632  ___________________________________________________________________
 LX4632  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LX4632  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX4632
 LX4632  HORZ ORDER  -  THIRD
 LX4632
 LX4632.The horizontal coordinates were established by classical geodetic methods
 LX4632.and adjusted by the National Geodetic Survey in August 1998..
 LX4632
 LX4632
 LX4632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4632
 LX4632.The geoid height was determined by GEOID03.
 LX4632
 LX4632;                    North         East     Units Scale Factor Converg.
 LX4632;SPC CT       -   271,001.773   360,047.209   MT  1.00000347   +0 26 29.2
 LX4632;SPC CT       -   889,111.65  1,181,254.88   sFT  1.00000347   +0 26 29.2
 LX4632;UTM  18      - 4,642,708.734   741,869.430   MT  1.00031993   +1 56 53.4
 LX4632
 LX4632                          SUPERSEDED SURVEY CONTROL
 LX4632
 LX4632  NAD 83(1996)-  41 53 57.51564(N)    072 05 03.20490(W) AD(       ) 4
 LX4632  NAD 83(1992)-  41 53 57.51566(N)    072 05 03.20469(W) AD(       ) 4
 LX4632  NAD 83(1992)-  41 53 57.51591(N)    072 05 03.20506(W) AD(       ) 4
 LX4632  NAD 83(1986)-  41 53 57.51665(N)    072 05 03.20452(W) AD(       ) 4
 LX4632  NAD 27      -  41 53 57.16489(N)    072 05 04.93126(W) AD(       ) 3
 LX4632
 LX4632.Superseded values are not recommended for survey control.
 LX4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4632.See file dsdata.txt to determine how the superseded data were derived.
 LX4632
 LX4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4186942709(NAD 83)
 LX4632
 LX4632  HISTORY     - Date     Condition        Report By
 LX4632  HISTORY     - 1936     MONUMENTED       CTGS
 LX4632  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4632  HISTORY     - 20040418 GOOD             GEOCAC
 LX4632
 LX4632                          STATION DESCRIPTION
 LX4632
 LX4632'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4632'A WHITE FRAME WOODEN CHURCH WITH A TALL WHITE SPIRE (ABOUT 70
 LX4632'FEET ABOVE THE GROUND) IS SITUATED ABOUT 1/4 MILE SOUTHWEST OF
 LX4632'THE CENTER OF EASTFORD JUST WEST OF STATE HIGHWAY 91, ON A HIGH
 LX4632'HILL ABOVE THE TOWN.  THE POINT OBSERVED ON WAS THE TOP OF THE
 LX4632'SPIRE.
 LX4632'
 LX4632'OBSERVED FROM BUNTE, YALE FOREST AND POMFRET.
 LX4632
 LX4632                          STATION RECOVERY (1962)
 LX4632
 LX4632'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4632'STATION WAS RECOVERED IN GOOD CONDITION.
 LX4632
 LX4632                          STATION RECOVERY (2004)
 LX4632
 LX4632'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX4632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4896 ***********************************************************************
 LX4896  DESIGNATION -  ECHO FARM CHIMNEY
 LX4896  PID         -  LX4896
 LX4896  STATE/COUNTY-  CT/MIDDLESEX
 LX4896  USGS QUAD   -  MOODUS (1984)
 LX4896
 LX4896                         *CURRENT SURVEY CONTROL
 LX4896  ___________________________________________________________________
 LX4896* NAD 83(1996)-  41 30 16.71648(N)    072 28 42.08498(W)     ADJUSTED  
 LX4896* NAVD 88     -                                                        
 LX4896  ___________________________________________________________________
 LX4896  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LX4896  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX4896
 LX4896  HORZ ORDER  -  THIRD
 LX4896
 LX4896.The horizontal coordinates were established by classical geodetic methods
 LX4896.and adjusted by the National Geodetic Survey in August 1998..
 LX4896
 LX4896
 LX4896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4896
 LX4896.The geoid height was determined by GEOID03.
 LX4896
 LX4896;                    North         East     Units Scale Factor Converg.
 LX4896;SPC CT       -   226,990.427   327,479.727   MT  0.99998327   +0 10 48.4
 LX4896;SPC CT       -   744,717.76  1,074,406.40   sFT  0.99998327   +0 10 48.4
 LX4896;UTM  18      - 4,597,849.803   710,456.676   MT  1.00014510   +1 40 18.0
 LX4896
 LX4896                          SUPERSEDED SURVEY CONTROL
 LX4896
 LX4896  NAD 83(1992)-  41 30 16.71573(N)    072 28 42.08480(W) AD(       ) 4
 LX4896  NAD 83(1986)-  41 30 16.71748(N)    072 28 42.08718(W) AD(       ) 4
 LX4896  NAD 27      -  41 30 16.36000(N)    072 28 43.79000(W) AD(       ) 3
 LX4896
 LX4896.Superseded values are not recommended for survey control.
 LX4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4896.See file dsdata.txt to determine how the superseded data were derived.
 LX4896
 LX4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1045797850(NAD 83)
 LX4896
 LX4896  HISTORY     - Date     Condition        Report By
 LX4896  HISTORY     - 1935     MONUMENTED       CGS
 LX4896  HISTORY     - 19970603 MARK NOT FOUND   USPSQD
 LX4896
 LX4896                          STATION DESCRIPTION
 LX4896
 LX4896'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX4896'THE ECHO FARM CAMP OF CAROL KUZARO IS ABOUT 0.1 MILE W OF
 LX4896'ROUTE 51 ABOUT 0.5 MILE S OF LEESVILLE BRIDGE.  THE CAMP BUILDINGS
 LX4896'ARE CLUSTERED AROUND THE THREE CORNERS OF A ROAD INTERSECTION.
 LX4896'
 LX4896'ECHO FARM CHIMNEY IS ON A PLAIN RECTANGULAR ONE-STORY
 LX4896'STRUCTURE WITH A LARGE STONE CHIMNEY AT EACH GABLE.  THE GABLES
 LX4896'FACE N AND S.
 LX4896'
 LX4896'CENTER IS THE CENTER LINE OF THE CHIMNEY AT THE S GABLE.
 LX4896
 LX4896                          STATION RECOVERY (1997)
 LX4896
 LX4896'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX4896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6061 ***********************************************************************
 LX6061  DESIGNATION -  EDDY ROCK LIGHT
 LX6061  PID         -  LX6061
 LX6061  STATE/COUNTY-  CT/MIDDLESEX
 LX6061  USGS QUAD   -  DEEP RIVER (1971)
 LX6061
 LX6061                         *CURRENT SURVEY CONTROL
 LX6061  ___________________________________________________________________
 LX6061* NAD 83(1996)-  41 26 12.46541(N)    072 27 31.81382(W)     ADJUSTED  
 LX6061* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6061  ___________________________________________________________________
 LX6061  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LX6061  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6061
 LX6061  HORZ ORDER  -  THIRD
 LX6061
 LX6061.The horizontal coordinates were established by classical geodetic methods
 LX6061.and adjusted by the National Geodetic Survey in August 1998..
 LX6061
 LX6061.The orthometric height was scaled from a topographic map.
 LX6061
 LX6061.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6061
 LX6061.The geoid height was determined by GEOID03.
 LX6061
 LX6061;                    North         East     Units Scale Factor Converg.
 LX6061;SPC CT       -   219,460.549   329,134.791   MT  0.99998456   +0 11 35.0
 LX6061;SPC CT       -   720,013.48  1,079,836.39   sFT  0.99998456   +0 11 35.0
 LX6061;UTM  18      - 4,590,364.277   712,307.337   MT  1.00015474   +1 40 56.5
 LX6061
 LX6061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6061!SPC CT       -   1.00000429  x   0.99998456  =   0.99998885
 LX6061!UTM  18      -   1.00000429  x   1.00015474  =   1.00015903
 LX6061
 LX6061:                Primary Azimuth Mark                     Grid Az
 LX6061:SPC CT       -  PHELPS CHIMNEY                           023 53 44.2
 LX6061:UTM  18      -  PHELPS CHIMNEY                           022 24 22.7
 LX6061
 LX6061|---------------------------------------------------------------------|
 LX6061| PID    Reference Object                     Distance      Geod. Az  |
 LX6061|                                                           dddmmss.s |
 LX6061| LX6018 PHELPS CHIMNEY                      APPROX. 1.2 KM 0240519.2 |
 LX6061| LX6059 WAYS CHIMNEY                        APPROX. 0.8 KM 0343344.4 |
 LX6061| LX5961 HADLYME E HADDAM BALLEKS GABLE      APPROX. 2.0 KM 0802919.6 |
 LX6061| LX5946 GILLETTE                            APPROX. 3.0 KM 1201032.2 |
 LX6061|---------------------------------------------------------------------|
 LX6061
 LX6061                          SUPERSEDED SURVEY CONTROL
 LX6061
 LX6061  NAD 83(1992)-  41 26 12.46459(N)    072 27 31.81358(W) AD(       ) 3
 LX6061  NAD 83(1986)-  41 26 12.46642(N)    072 27 31.81634(W) AD(       ) 3
 LX6061  NAD 27      -  41 26 12.10600(N)    072 27 33.52000(W) AD(       ) 3
 LX6061
 LX6061.Superseded values are not recommended for survey control.
 LX6061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6061.See file dsdata.txt to determine how the superseded data were derived.
 LX6061
 LX6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1230790364(NAD 83)
 LX6061
 LX6061  HISTORY     - Date     Condition        Report By
 LX6061  HISTORY     - 1934     MONUMENTED       CGS
 LX6061  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6061  HISTORY     - 19980309 GOOD             USPSQD
 LX6061
 LX6061                          STATION DESCRIPTION
 LX6061
 LX6061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6061'EDDY ROCK IS AT THE WATERS EDGE 1.2 MILES S ON ROUTE 9 FROM ITS
 LX6061'INTERSECTION WITH ROUTE 82.
 LX6061'
 LX6061'THE STATION IS IDENTICAL WITH THE EDDY ROCK LIGHT OF THE
 LX6061'BUREAU OF LIGHTHOUSES.  THE APEX OF THE LAMP WAS PLUMBED DOWN AND A
 LX6061'STANDARD DISK ESTABLISHED IN THE CONCRETE BASE OF THE LIGHT
 LX6061'STRUCTURE.  NO REFERENCE MARKS WERE ESTABLISHED.
 LX6061
 LX6061                          STATION RECOVERY (1969)
 LX6061
 LX6061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6061'THE STATION APPARENTLY RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 LX6061'DESCRIPTION IS ADEQUATE.
 LX6061
 LX6061                          STATION RECOVERY (1998)
 LX6061
 LX6061'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX6061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6787 ***********************************************************************
 LX6787  DESIGNATION -  EDGAR
 LX6787  PID         -  LX6787
 LX6787  STATE/COUNTY-  CT/HARTFORD
 LX6787  USGS QUAD   -  GLASTONBURY (1992)
 LX6787
 LX6787                         *CURRENT SURVEY CONTROL
 LX6787  ___________________________________________________________________
 LX6787* NAD 83(1996)-  41 42 56.18573(N)    072 30 48.09186(W)     ADJUSTED  
 LX6787* NAVD 88     -       220.8    (meters)     724.     (feet)  VERTCON   
 LX6787  ___________________________________________________________________
 LX6787  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 LX6787  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6787
 LX6787  HORZ ORDER  -  FIRST
 LX6787
 LX6787.The horizontal coordinates were established by classical geodetic methods
 LX6787.and adjusted by the National Geodetic Survey in August 1998..
 LX6787
 LX6787.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6787
 LX6787.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6787
 LX6787.The geoid height was determined by GEOID03.
 LX6787
 LX6787;                    North         East     Units Scale Factor Converg.
 LX6787;SPC CT       -   250,412.217   324,493.307   MT  0.99998817   +0 09 24.9
 LX6787;SPC CT       -   821,560.75  1,064,608.46   sFT  0.99998817   +0 09 24.9
 LX6787;UTM  18      - 4,621,189.236   706,859.670   MT  1.00012660   +1 39 19.0
 LX6787
 LX6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6787!SPC CT       -   0.99996999  x   0.99998817  =   0.99995816
 LX6787!UTM  18      -   0.99996999  x   1.00012660  =   1.00009659
 LX6787
 LX6787:                Primary Azimuth Mark                     Grid Az
 LX6787:SPC CT       -  BIRCH                                    027 26 14.6
 LX6787:UTM  18      -  BIRCH                                    025 56 20.5
 LX6787
 LX6787|---------------------------------------------------------------------|
 LX6787| PID    Reference Object                     Distance      Geod. Az  |
 LX6787|                                                           dddmmss.s |
 LX6787| LX5020 BIRCH                               APPROX. 5.0 KM 0273539.5 |
 LX6787| CZ7314 EDGAR RM 2                           19.767 METERS 07733     |
 LX6787| LX4938 GLASTONBURY MICROWAVE TOWER         APPROX. 3.4 KM 1012436.2 |
 LX6787| CZ7313 EDGAR RM 1                           20.697 METERS 35857     |
 LX6787|---------------------------------------------------------------------|
 LX6787
 LX6787                          SUPERSEDED SURVEY CONTROL
 LX6787
 LX6787  NAD 83(1996)-  41 42 56.18523(N)    072 30 48.09191(W) AD(       ) 1
 LX6787  NAD 83(1992)-  41 42 56.18533(N)    072 30 48.09198(W) AD(       ) 1
 LX6787  NAD 83(1992)-  41 42 56.18674(N)    072 30 48.09332(W) AD(       ) 1
 LX6787  NAD 83(1986)-  41 42 56.18701(N)    072 30 48.09332(W) AD(       ) 1
 LX6787  NAD 27      -  41 42 55.82951(N)    072 30 49.78180(W) AD(       ) 1
 LX6787  NGVD 29 (07/19/86)  221.1    (m)          725.     (f) VERT ANG       
 LX6787
 LX6787.Superseded values are not recommended for survey control.
 LX6787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6787.See file dsdata.txt to determine how the superseded data were derived.
 LX6787
 LX6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0686021189(NAD 83)
 LX6787_MARKER: Z = SEE DESCRIPTION
 LX6787_SETTING: 0 = UNSPECIFIED SETTING
 LX6787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6787
 LX6787  HISTORY     - Date     Condition        Report By
 LX6787  HISTORY     - 1978     MONUMENTED       NGS
 LX6787
 LX6787                          STATION DESCRIPTION
 LX6787
 LX6787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6787'THE STATION IS LOCATED ABOUT 2-3/4 MILES WEST OF THE HARTFORD
 LX6787'TOLLAND COUNTY LINE, 4-1/4 MILES SOUTH OF MANCHESTER, 5 MILES
 LX6787'EAST OF GLASTONBURY AND ON PROPERTY OWNED BY MR. VINCENT EDGAR
 LX6787'OF 24 HARITAGE DRIVE, GLASTONBURY, CONNETICUT (PHONE NUMBER
 LX6787'646-1497).
 LX6787'
 LX6787'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LX6787'HIGHWAY 84
 LX6787'AND STATE HIGHWAY 83 IN MANCHESTER, GO SOUTH ON HIGHWAY 83 FOR
 LX6787'2.75 MILES TO A FORK (HOWE STREET).  KEEP THE LEFT FORK AND
 LX6787'CONTINUE SOUTH ON HIGHWAY 83 FOR 0.7 MILE TO A SIDE ROAD LEFT
 LX6787'(SHADY HILL LANE).  TURN LEFT AND GO EASTERLY ON SHADY HILL
 LX6787'LANE FOR 0.05 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE ON
 LX6787'SHADY HILL LANE FOR 0.15 MILE TO WHERE THIS ROAD BECOMES
 LX6787'KNOWLLWOOD DRIVE.  BEAR LEFT ON KNOWLLWOOD DRIVE AND CONTINUE
 LX6787'EASTERLY FOR 0.15 MILE TO A FORK (WOODHAVEN DRIVE).  TAKE
 LX6787'THE RIGHT FORK AND CONTINUE EASTERLY ON WOODHAVEN DRIVE FOR
 LX6787'0.25 MILE TO END OF PAVEMENT.  CONTINUE AHEAD EASTERLY
 LX6787'ON A TRACK ROAD FOR 0.1 MILE TO WHERE TRACK ROAD TURNS
 LX6787'LEFT.  TURN LEFT GOING NORTHERLY UPHILL FOR 0.1 MILE TO
 LX6787'WHERE TRACK ROAD TURNS SHARP RIGHT.  TURN RIGHT GOING
 LX6787'EASTERLY UPHILL FOR 0.15 MILE TO THE END OF THE TRACK
 LX6787'ROAD AND A SMALL CLEARING AND THE STATION AS DESCRIBED.
 LX6787'
 LX6787'THE STATION MARK IS A STANDARD DISK STAMPED---EDGAR
 LX6787'1978---, CEMENTED IN A DRILL HOLE IN BEDROCK, 15 INCHES BELOW
 LX6787'THE GROUND SURFACE.  IT IS AT THE EAST EDGE OF CLEARING AT THE
 LX6787'END OF THE TRACK ROAD, 21 FEET NORTH OF A 6-INCH PINE
 LX6787'WITH A WITNESS SIGN NAILED ON IT AND 7.3 FEET NORTHWEST
 LX6787'OF A METAL WITNESS POST.
 LX6787'
 LX6787'REFERENCE MARK 1, A STANDARD DISK STAMPED---EDGAR NO 1
 LX6787'1978---, IS CEMENTED IN A DRILL HOLE IN BEDROCK, 18 INCHES
 LX6787'BELOW THE GROUND SURFACE.  IT IS 21 FEET EAST OF THE CENTER OF
 LX6787'THE TRACK ROAD, 13 FEET WEST OF TWO 5-INCH OAK TREES, 9.5
 LX6787'FEET SOUTHWEST OF A 5-INCH OAK TREE WITH A WITNESS SIGN NAILED
 LX6787'ON IT AND 4.3 FEET NORTHWEST OF A METAL WITNESS POST.
 LX6787'
 LX6787'REFERENCE MARK 2, A STANDARD DISK STAMPED---EDGAR NO 2
 LX6787'1978---, IS CEMENTED IN A DRILL HOLE IN BEDROCK, 12 INCHES
 LX6787'BELOW THE GROUND SURFACE.  IT IS 25 FEET NORTHWEST OF A 6-INCH
 LX6787'OAK TREE, 10.4 FEET SOUTHWEST OF A 5-INCH HICKORY TREE WITH
 LX6787'A WITNESS SIGN NAILED ON IT AND 4.0 FEET
 LX6787'WEST-NORTHWEST OF A METAL WITNESS POST.
 LX6787'
 LX6787'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 27.2 METERS.
 LX6787'
 LX6787'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK OR A
 LX6787'REFERENCE MARK 3.
 LX6787'
 LX6787'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7044 ***********************************************************************
 LX7044  DESIGNATION -  EDGEWOOD CLUB HOUSE GABLE
 LX7044  PID         -  LX7044
 LX7044  STATE/COUNTY-  CT/MIDDLESEX
 LX7044  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7044
 LX7044                         *CURRENT SURVEY CONTROL
 LX7044  ___________________________________________________________________
 LX7044* NAD 83(1996)-  41 37 54.50593(N)    072 38 22.86684(W)     ADJUSTED  
 LX7044* NAVD 88     -                                                        
 LX7044  ___________________________________________________________________
 LX7044  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX7044  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX7044
 LX7044  HORZ ORDER  -  THIRD
 LX7044
 LX7044.The horizontal coordinates were established by classical geodetic methods
 LX7044.and adjusted by the National Geodetic Survey in August 1998..
 LX7044
 LX7044
 LX7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7044
 LX7044.The geoid height was determined by GEOID03.
 LX7044
 LX7044;                    North         East     Units Scale Factor Converg.
 LX7044;SPC CT       -   241,083.843   313,992.625   MT  0.99998460   +0 04 23.3
 LX7044;SPC CT       -   790,955.91  1,030,157.47   sFT  0.99998460   +0 04 23.3
 LX7044;UTM  18      - 4,611,588.642   696,605.075   MT  1.00007569   +1 34 06.8
 LX7044
 LX7044                          SUPERSEDED SURVEY CONTROL
 LX7044
 LX7044  NAD 83(1996)-  41 37 54.50532(N)    072 38 22.86642(W) AD(       ) 4
 LX7044  NAD 83(1992)-  41 37 54.50534(N)    072 38 22.86689(W) AD(       ) 4
 LX7044  NAD 83(1992)-  41 37 54.50720(N)    072 38 22.86820(W) AD(       ) 4
 LX7044  NAD 83(1986)-  41 37 54.50722(N)    072 38 22.86864(W) AD(       ) 4
 LX7044  NAD 27      -  41 37 54.14500(N)    072 38 24.53800(W) AD(       ) 3
 LX7044
 LX7044.Superseded values are not recommended for survey control.
 LX7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7044.See file dsdata.txt to determine how the superseded data were derived.
 LX7044
 LX7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9660511589(NAD 83)
 LX7044
 LX7044  HISTORY     - Date     Condition        Report By
 LX7044  HISTORY     - 1935     MONUMENTED       CGS
 LX7044  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7044
 LX7044                          STATION DESCRIPTION
 LX7044
 LX7044'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7044'THE MIDDLETOWN GOLF CLUB INC. IS 0.8 MILE E OF ROUTE 9 ON THE S
 LX7044'SIDE OF THE ROAD.  THE CLUBHOUSE IS A 1 1/2-STORY FRAME BUILDING
 LX7044'WITH A COMPOSITION ROOF.  THE MAIN PART OF THE BUILDING IS H-SHAPED
 LX7044'WITH A WING AT THE E SIDE.  THE GABLES OF THE E SIDE OF THE H
 LX7044'HAVE TWO WINDOWS IN THEM.  THE ONES AT THE W SIDE OF THE H HAVE
 LX7044'ONLY ONE WINDOW.  AT THE N SIDE OF THE H IS A FIELD STONE
 LX7044'CHIMNEY.  THERE IS A PORCH WITH A FLAT ROOF ON THE S AND W
 LX7044'SIDES OF THE BUILDING.
 LX7044'
 LX7044'THE STATION IS THE CENTER LINE OF THE S GABLE OF THE E SIDE OF
 LX7044'THE H.  HEIGHT ABOUT 25 FEET.
 LX7044
 LX7044                          STATION RECOVERY (1948)
 LX7044
 LX7044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7044'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6066 ***********************************************************************
 LX6066  DESIGNATION -  EDKINS GABLE
 LX6066  PID         -  LX6066
 LX6066  STATE/COUNTY-  CT/MIDDLESEX
 LX6066  USGS QUAD   -  DEEP RIVER (1971)
 LX6066
 LX6066                         *CURRENT SURVEY CONTROL
 LX6066  ___________________________________________________________________
 LX6066* NAD 83(1996)-  41 27 29.08637(N)    072 27 49.83746(W)     ADJUSTED  
 LX6066* NAVD 88     -                                                        
 LX6066  ___________________________________________________________________
 LX6066  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX6066  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6066
 LX6066  HORZ ORDER  -  THIRD
 LX6066
 LX6066.The horizontal coordinates were established by classical geodetic methods
 LX6066.and adjusted by the National Geodetic Survey in August 1998..
 LX6066
 LX6066
 LX6066.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6066
 LX6066.The geoid height was determined by GEOID03.
 LX6066
 LX6066;                    North         East     Units Scale Factor Converg.
 LX6066;SPC CT       -   221,822.912   328,708.536   MT  0.99998401   +0 11 23.1
 LX6066;SPC CT       -   727,764.00  1,078,437.92   sFT  0.99998401   +0 11 23.1
 LX6066;UTM  18      - 4,592,715.159   711,819.732   MT  1.00015219   +1 40 47.1
 LX6066
 LX6066                          SUPERSEDED SURVEY CONTROL
 LX6066
 LX6066  NAD 83(1992)-  41 27 29.08559(N)    072 27 49.83723(W) AD(       ) 4
 LX6066  NAD 83(1986)-  41 27 29.08736(N)    072 27 49.83984(W) AD(       ) 4
 LX6066  NAD 27      -  41 27 28.73000(N)    072 27 51.54000(W) AD(       ) 3
 LX6066
 LX6066.Superseded values are not recommended for survey control.
 LX6066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6066.See file dsdata.txt to determine how the superseded data were derived.
 LX6066
 LX6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1182092715(NAD 83)
 LX6066
 LX6066  HISTORY     - Date     Condition        Report By
 LX6066  HISTORY     - 1934     MONUMENTED       CGS
 LX6066  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6066  HISTORY     - 1984     GOOD             USPSQD
 LX6066
 LX6066                          STATION DESCRIPTION
 LX6066
 LX6066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6066'THE STATION IS ON THE FIRST HOUSE NORTHERLY OF THE EAST HADDAM
 LX6066'SCHOOL ON THE W SIDE OF THE MAIN ROAD TO MOODUS.  THE HOUSE IS THE
 LX6066'PROPERTY OF ALDEN EDKINS.
 LX6066'
 LX6066'THE HOUSE IS TWO-STORIES HIGH, PAINTED WHITE WITH GREEN
 LX6066'SHUTTERS.  THERE IS A SMALL ONE-STORY WING ATTACHED TO THE SW
 LX6066'CORNER OF THE MAIN HOUSE.  ORDINARY LENGTH CHIMNEYS OF RED BRICK,
 LX6066'PAINTED WHITE, ARE ON BOTH THE MAIN HOUSE AND THE WING.  THAT ON
 LX6066'THE MAIN HOUSE IS A LITTLE N AND W OF THE MIDDLE OF THE ROOF.  THE
 LX6066'GABLES OF THE HOUSE ARE BOARDED SMOOTH, WITHOUT WINDOWS.
 LX6066'
 LX6066'CENTER IS THE APEX OF THE W GABLE.
 LX6066
 LX6066                          STATION RECOVERY (1948)
 LX6066
 LX6066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6066'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6066
 LX6066                          STATION RECOVERY (1984)
 LX6066
 LX6066'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6066'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX6066'ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3538 ***********************************************************************
 LW3538  DESIGNATION -  EKNOK CONG CHURCH SPIRE
 LW3538  PID         -  LW3538
 LW3538  STATE/COUNTY-  CT/NEW LONDON
 LW3538  USGS QUAD   -  ONECO (1970)
 LW3538
 LW3538                         *CURRENT SURVEY CONTROL
 LW3538  ___________________________________________________________________
 LW3538* NAD 83(1996)-  41 38 36.09995(N)    071 50 48.10212(W)     ADJUSTED  
 LW3538* NAVD 88     -                                                        
 LW3538  ___________________________________________________________________
 LW3538  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LW3538  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW3538
 LW3538  HORZ ORDER  -  THIRD
 LW3538
 LW3538.The horizontal coordinates were established by classical geodetic methods
 LW3538.and adjusted by the National Geodetic Survey in August 1998..
 LW3538
 LW3538
 LW3538.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3538
 LW3538.The geoid height was determined by GEOID03.
 LW3538
 LW3538;                    North         East     Units Scale Factor Converg.
 LW3538;SPC CT       -   242,754.541   380,054.041   MT  0.99998497   +0 35 56.2
 LW3538;SPC CT       -   796,437.19  1,246,893.97   sFT  0.99998497   +0 35 56.2
 LW3538;SPC RI       -    62,254.889    71,116.384   MT  1.00000401   -0 13 49.4
 LW3538;SPC RI       -   204,247.91    233,321.00   sFT  1.00000401   -0 13 49.4
 LW3538;UTM  19      - 4,614,095.534   262,920.096   MT  1.00029173   -1 53 32.9
 LW3538
 LW3538                          SUPERSEDED SURVEY CONTROL
 LW3538
 LW3538  NAD 83(1996)-  41 38 36.09903(N)    071 50 48.10165(W) AD(       ) 4
 LW3538  NAD 83(1992)-  41 38 36.09888(N)    071 50 48.10149(W) AD(       ) 4
 LW3538  NAD 83(1992)-  41 38 36.09877(N)    071 50 48.10208(W) AD(       ) 4
 LW3538  NAD 83(1986)-  41 38 36.09871(N)    071 50 48.10189(W) AD(       ) 4
 LW3538  NAD 27      -  41 38 35.74257(N)    071 50 49.84406(W) AD(       ) 3
 LW3538
 LW3538.Superseded values are not recommended for survey control.
 LW3538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3538.See file dsdata.txt to determine how the superseded data were derived.
 LW3538
 LW3538_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6292014096(NAD 83)
 LW3538_MARKER: 90 = CHURCH SPIRE
 LW3538
 LW3538  HISTORY     - Date     Condition        Report By
 LW3538  HISTORY     - 1937     FIRST OBSERVED   CTGS
 LW3538  HISTORY     - 1975     GOOD             NGS
 LW3538
 LW3538                          STATION DESCRIPTION
 LW3538
 LW3538'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3538'A WHITE, FRAME SPIRE ABOUT 50 FEET ABOVE THE GROUND, ON TOP OF A
 LW3538'WHITE, FRAME CHURCH SITUATED ON THE EAST SIDE OF ROUTE 95, JUST
 LW3538'SOUTH OF THE VOLUNTOWN-STERLING TOWN LINE, IN THE SMALL VILLAGE OF
 LW3538'EKONK IN THE TOWN OF VOLUNTOWN.  IT WAS OBSERVED FROM STATIONS,
 LW3538'STERLING (V.G.). ORR, AND ESCOHEAG.
 LW3538
 LW3538                          STATION RECOVERY (1975)
 LW3538
 LW3538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3538'STATION IS THE APEX OF THE SPIRE ATOP THE EKONK CONGREGATIONAL
 LW3538'CHURCH.  THE SPIRE IS PAINTED WHITE AND IS BOUT 50 FEET HIGH.
 LW3538'
 LW3538'STATION IS IN THE VILLAGE OF EKONK ALONG THE EAST SIDE OF
 LW3538'STATE HIGHWAY 49 AND IS LOCATED ON THE WINDHAM-NEW LONDON
 LW3538'COUNTY LINE WHICH IS ALSO THE STERLING-VOLUNTOWN TOWN LINE.
 LW3538'
 LW3538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3538'IN THE VILLAGE OF EKONK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5220 ***********************************************************************
 LX5220  DESIGNATION -  ELECTRIC BOAT WORKS HIGH TANK
 LX5220  PID         -  LX5220
 LX5220  STATE/COUNTY-  CT/NEW LONDON
 LX5220  USGS QUAD   -  NEW LONDON (1984)
 LX5220
 LX5220                         *CURRENT SURVEY CONTROL
 LX5220  ___________________________________________________________________
 LX5220* NAD 83(1996)-  41 20 40.68751(N)    072 04 46.08823(W)     ADJUSTED  
 LX5220* NAVD 88     -                                                        
 LX5220  ___________________________________________________________________
 LX5220  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LX5220  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5220
 LX5220  HORZ ORDER  -  THIRD
 LX5220
 LX5220.The horizontal coordinates were established by classical geodetic methods
 LX5220.and adjusted by the National Geodetic Survey in August 1998..
 LX5220
 LX5220
 LX5220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5220
 LX5220.The geoid height was determined by GEOID03.
 LX5220
 LX5220;                    North         East     Units Scale Factor Converg.
 LX5220;SPC CT       -   209,401.945   360,919.779   MT  0.99998855   +0 26 40.6
 LX5220;SPC CT       -   687,012.88  1,184,117.64   sFT  0.99998855   +0 26 40.6
 LX5220;UTM  18      - 4,581,131.814   744,350.941   MT  1.00033487   +1 55 48.8
 LX5220;UTM  19      - 4,581,592.240   242,349.658   MT  1.00041705   -2 02 07.3
 LX5220
 LX5220                          SUPERSEDED SURVEY CONTROL
 LX5220
 LX5220  NAD 83(1992)-  41 20 40.68639(N)    072 04 46.08741(W) AD(       ) 4
 LX5220  NAD 83(1986)-  41 20 40.68719(N)    072 04 46.09203(W) AD(       ) 4
 LX5220  NAD 27      -  41 20 40.34000(N)    072 04 47.82000(W) AD(       ) 3
 LX5220
 LX5220.Superseded values are not recommended for survey control.
 LX5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5220.See file dsdata.txt to determine how the superseded data were derived.
 LX5220
 LX5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4435181132(NAD 83)
 LX5220_MARKER: 53 = ELEVATED TANK
 LX5220
 LX5220  HISTORY     - Date     Condition        Report By
 LX5220  HISTORY     - 1947     FIRST OBSERVED   CGS
 LX5220  HISTORY     - 1960     GOOD             CGS
 LX5220  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5220
 LX5220                          STATION DESCRIPTION
 LX5220
 LX5220'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (JCS)
 LX5220'TANK IS BLACK CYLINDRICAL STEEL-PLATED STRUCTURE WITH CONICAL
 LX5220'ROOF, SUPPORTED BY FOUR COLUMNS.  IT IS ON THE GROUNDS OF THE NEW
 LX5220'LONDON SHIP AND ENGINE COMPANY ON THE E BANK OF THE THAMES
 LX5220'RIVER.  IT IS S OF THE ELECTRIC BOAT WORKS TANK (M.H.R., 1932),
 LX5220'AND IS HIGHER.  STATION IS THE APEX OF THE ROOF.
 LX5220
 LX5220                          STATION RECOVERY (1960)
 LX5220
 LX5220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5220'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  IT IS
 LX5220'LOCATED ON THE GROUNDS OF THE ELECTRIC BOAT DIVISION OF GENERAL
 LX5220'DYNAMICS CORPORATION.  THE TANK IS 142 FEET ABOVE THE GROUND.
 LX5220
 LX5220                          STATION RECOVERY (1984)
 LX5220
 LX5220'RECOVERY NOTE BY US POWER SQUADRON 1984 (DGF)
 LX5220'TANK WAS REMOVED FOR BENEFIT OF NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3892 ***********************************************************************
 LX3892  DESIGNATION -  ELIAS
 LX3892  PID         -  LX3892
 LX3892  STATE/COUNTY-  CT/FAIRFIELD
 LX3892  USGS QUAD   -  STAMFORD (1984)
 LX3892
 LX3892                         *CURRENT SURVEY CONTROL
 LX3892  ___________________________________________________________________
 LX3892* NAD 83(1996)-  41 00 39.67055(N)    073 35 15.39036(W)     ADJUSTED  
 LX3892* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3892  ___________________________________________________________________
 LX3892  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 LX3892  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX3892
 LX3892  HORZ ORDER  -  THIRD
 LX3892
 LX3892.The horizontal coordinates were established by classical geodetic methods
 LX3892.and adjusted by the National Geodetic Survey in August 1998..
 LX3892
 LX3892.The orthometric height was scaled from a topographic map.
 LX3892
 LX3892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3892
 LX3892.The geoid height was determined by GEOID03.
 LX3892
 LX3892;                    North         East     Units Scale Factor Converg.
 LX3892;SPC CT       -   172,475.086   234,339.387   MT  1.00002447   -0 33 19.4
 LX3892;SPC CT       -   565,862.01    768,828.47   sFT  1.00002447   -0 33 19.4
 LX3892;SPC NY E     -   242,172.202   226,744.229   MT  0.99997247   +0 35 55.5
 LX3892;SPC NY E     -   794,526.63    743,910.02   sFT  0.99997247   +0 35 55.5
 LX3892;UTM  18      - 4,540,941.029   618,766.202   MT  0.99977361   +0 55 36.9
 LX3892
 LX3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3892!SPC CT       -   1.00000438  x   1.00002447  =   1.00002885
 LX3892!SPC NY E     -   1.00000438  x   0.99997247  =   0.99997685
 LX3892!UTM  18      -   1.00000438  x   0.99977361  =   0.99977798
 LX3892
 LX3892:                Primary Azimuth Mark                     Grid Az
 LX3892:SPC CT       -  GREAT CAPTAIN IS LH 1882                 224 17 38.4
 LX3892:SPC NY E     -  GREAT CAPTAIN IS LH 1882                 223 08 23.5
 LX3892:UTM  18      -  GREAT CAPTAIN IS LH 1882                 222 48 42.1
 LX3892
 LX3892|---------------------------------------------------------------------|
 LX3892| PID    Reference Object                     Distance      Geod. Az  |
 LX3892|                                                           dddmmss.s |
 LX3892| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 4.4 KM 2234419.0 |
 LX3892|---------------------------------------------------------------------|
 LX3892
 LX3892                          SUPERSEDED SURVEY CONTROL
 LX3892
 LX3892  NAD 83(1992)-  41 00 39.66975(N)    073 35 15.39040(W) AD(       ) 3
 LX3892  NAD 83(1986)-  41 00 39.67068(N)    073 35 15.38861(W) AD(       ) 3
 LX3892  NAD 83(1986)-  41 00 39.67149(N)    073 35 15.38595(W) AD(       ) 3
 LX3892  NAD 27      -  41 00 39.31800(N)    073 35 16.94500(W) AD(       ) 3
 LX3892
 LX3892.Superseded values are not recommended for survey control.
 LX3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3892.See file dsdata.txt to determine how the superseded data were derived.
 LX3892
 LX3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1876640941(NAD 83)
 LX3892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3892+STABILITY: SURFACE MOTION
 LX3892
 LX3892  HISTORY     - Date     Condition        Report By
 LX3892  HISTORY     - 1933     MONUMENTED       CGS
 LX3892  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3892
 LX3892                          STATION DESCRIPTION
 LX3892
 LX3892'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 LX3892'STATION WAS LOCATED ON THE HIGH KNOLL AT THE SOUTHERLY EXTREME
 LX3892'OF ELIAS POINT BETWEEN COS COB HARBOR AND GREENWICH COVE.  STATION
 LX3892'CAN BE REACHED BY VEHICLE OVER A RUBBLE MASONRY CAUSEWAY.  STATION
 LX3892'ELIAS IS 4 METERS S OF A CONSPICUOUS DYING CEDAR TREE, THE
 LX3892'HIGHEST ONE OF A PATCH GROWING AT THIS NARROW STRIP OF LAND.
 LX3892'ABOUT 20 FEET SW OF THE STATION A HIGH SEA WALL IS VISIBLE FROM
 LX3892'THE WATER FRONT.  MRS. LANGLOTH OF OLD GREENWICH OWNS THE
 LX3892'PROPERTY.
 LX3892'
 LX3892'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX3892'CONCRETE AS DESCRIBED IN NOTES 1A AND 11C.
 LX3892'
 LX3892'REFERENCE MARK NO. 1 IS A STANDARD DISK IN COPING OF LOW INSHORE
 LX3892'SEA WALL, THE TERMINATION OF CAUSEWAY CONNECTING THE POINT WITH
 LX3892'THE MAINLAND.  REFERENCE MARK NO. 2 IS A STANDARD DISK IN COPING
 LX3892'OF HIGH SEA WALL BEING THE TERMINATION OF THE CAUSEWAY MENTIONED.
 LX3892
 LX3892                          STATION RECOVERY (1933)
 LX3892
 LX3892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3892'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6042 ***********************************************************************
 LX6042  DESIGNATION -  ELIAS GABLE
 LX6042  PID         -  LX6042
 LX6042  STATE/COUNTY-  CT/MIDDLESEX
 LX6042  USGS QUAD   -  DEEP RIVER (1971)
 LX6042
 LX6042                         *CURRENT SURVEY CONTROL
 LX6042  ___________________________________________________________________
 LX6042* NAD 83(1996)-  41 28 48.19079(N)    072 28 10.82106(W)     ADJUSTED  
 LX6042* NAVD 88     -                                                        
 LX6042  ___________________________________________________________________
 LX6042  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX6042  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX6042
 LX6042  HORZ ORDER  -  THIRD
 LX6042
 LX6042.The horizontal coordinates were established by classical geodetic methods
 LX6042.and adjusted by the National Geodetic Survey in August 1998..
 LX6042
 LX6042
 LX6042.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6042
 LX6042.The geoid height was determined by GEOID03.
 LX6042
 LX6042;                    North         East     Units Scale Factor Converg.
 LX6042;SPC CT       -   224,261.701   328,213.636   MT  0.99998358   +0 11 09.1
 LX6042;SPC CT       -   735,765.26  1,076,814.24   sFT  0.99998358   +0 11 09.1
 LX6042;UTM  18      - 4,595,140.655   711,261.475   MT  1.00014928   +1 40 35.8
 LX6042
 LX6042                          SUPERSEDED SURVEY CONTROL
 LX6042
 LX6042  NAD 83(1992)-  41 28 48.19004(N)    072 28 10.82084(W) AD(       ) 4
 LX6042  NAD 83(1986)-  41 28 48.19175(N)    072 28 10.82335(W) AD(       ) 4
 LX6042  NAD 27      -  41 28 47.83400(N)    072 28 12.52600(W) AD(       ) 3
 LX6042
 LX6042.Superseded values are not recommended for survey control.
 LX6042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6042.See file dsdata.txt to determine how the superseded data were derived.
 LX6042
 LX6042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1126195141(NAD 83)
 LX6042
 LX6042  HISTORY     - Date     Condition        Report By
 LX6042  HISTORY     - 1934     MONUMENTED       CGS
 LX6042  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6042
 LX6042                          STATION DESCRIPTION
 LX6042
 LX6042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6042'THIS HOUSE IS REACHED BY A PRIVATE ROAD THAT TURNS OFF ROUTE 149
 LX6042'APPROXIMATELY TWO MILES OUT OF EAST HADDAM VILLAGE.  THE HOUSE
 LX6042'IS OWNED BY G.H. ELIAS.  IT IS ABOUT 0.1 MILE W OF THE HIGHWAY.  IT
 LX6042'IS PAINTED WHITE WITH DARK GREEN SHUTTERS.  IT IS TWO-STORIES HIGH
 LX6042'WITH A SAMLL ONE-STORY WING TO NORTHWARD AND A ONE-STORY PORCH ON
 LX6042'THE S SIDE.  GABLES FACE E AND W.  A NARROW SHINGLED LEDGE
 LX6042'CROSSES THE W END AT THE HEIGHT OF THE PORCH EAVES.  THE GABLE
 LX6042'WINDOW IS NOT SHUTTERED.
 LX6042'
 LX6042'CENTER IS THE APEX OF THE W GABLE.
 LX6042
 LX6042                          STATION RECOVERY (1948)
 LX6042
 LX6042'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6042'STATION RECOVERED.  THE PROPERTY IS NOW OWNED BY MR. JOHN
 LX6042'BLASCHIK.  THE HOUSE HAS BEEN REMODELED CONSIDERABLY, BUT THE W
 LX6042'GABLE WAS NOT DISTURBED.  THE WING TO THE N IS NOW A TWO-STORY
 LX6042'ADDITION AND THE NARROW SHINGLED LEDGE THAT CROSSED THE W END OF
 LX6042'THE HOUSE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4767 ***********************************************************************
 LX4767  DESIGNATION -  ELIZABETH
 LX4767  PID         -  LX4767
 LX4767  STATE/COUNTY-  CT/NEW LONDON
 LX4767  USGS QUAD   -  NORWICH (1983)
 LX4767
 LX4767                         *CURRENT SURVEY CONTROL
 LX4767  ___________________________________________________________________
 LX4767* NAD 83(1996)-  41 31 08.40035(N)    072 05 23.33003(W)     ADJUSTED  
 LX4767* NAVD 88     -        67.1    (meters)     220.     (feet)  VERTCON   
 LX4767  ___________________________________________________________________
 LX4767  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 LX4767  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX4767
 LX4767  HORZ ORDER  -  FIRST
 LX4767
 LX4767.The horizontal coordinates were established by classical geodetic methods
 LX4767.and adjusted by the National Geodetic Survey in August 1998..
 LX4767
 LX4767.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4767
 LX4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4767
 LX4767.The geoid height was determined by GEOID03.
 LX4767
 LX4767;                    North         East     Units Scale Factor Converg.
 LX4767;SPC CT       -   228,759.761   359,906.042   MT  0.99998317   +0 26 15.9
 LX4767;SPC CT       -   750,522.65  1,180,791.74   sFT  0.99998317   +0 26 15.9
 LX4767;UTM  18      - 4,600,463.423   742,834.027   MT  1.00032574   +1 55 48.0
 LX4767
 LX4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4767!SPC CT       -   0.99999423  x   0.99998317  =   0.99997740
 LX4767!UTM  18      -   0.99999423  x   1.00032574  =   1.00031997
 LX4767
 LX4767|---------------------------------------------------------------------|
 LX4767| PID    Reference Object                     Distance      Geod. Az  |
 LX4767|                                                           dddmmss.s |
 LX4767| CZ7319 ELIZABETH RM 1                       12.018 METERS 03957     |
 LX4767| CZ7318 ELIZABETH AZ MK                                    1820710.3 |
 LX4767| CZ7320 ELIZABETH RM 2                        8.703 METERS 30629     |
 LX4767|---------------------------------------------------------------------|
 LX4767
 LX4767                          SUPERSEDED SURVEY CONTROL
 LX4767
 LX4767  NAD 83(1992)-  41 31 08.39939(N)    072 05 23.32940(W) AD(       ) 1
 LX4767  NAD 83(1986)-  41 31 08.40012(N)    072 05 23.33172(W) AD(       ) 1
 LX4767  NAD 27      -  41 31 08.04631(N)    072 05 25.05232(W) AD(       ) 1
 LX4767  NGVD 29 (07/19/86)   67.4    (m)          221.     (f) VERT ANG       
 LX4767
 LX4767.Superseded values are not recommended for survey control.
 LX4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4767.See file dsdata.txt to determine how the superseded data were derived.
 LX4767
 LX4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4283400463(NAD 83)
 LX4767_MARKER: Z = SEE DESCRIPTION
 LX4767_SETTING: 0 = UNSPECIFIED SETTING
 LX4767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4767+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 LX4767
 LX4767  HISTORY     - Date     Condition        Report By
 LX4767  HISTORY     - 1934     MONUMENTED       CGS
 LX4767  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX4767  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4767  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4767  HISTORY     - 20060420 GOOD             USPSQD
 LX4767
 LX4767                          STATION DESCRIPTION
 LX4767
 LX4767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4767'THE STATION IS LOCATED ON THE ROOF OF THE ELIZABETH STREET
 LX4767'SCHOOL.  THE BUILDING IS A 3-STORY RED BRICK BUILDING WITH A
 LX4767'FLAT TAR AND GRAVEL ROOF.  THE STATION IS A STANDARD DISK SET IN
 LX4767'A 12 BY 12 BY 4 INCH BLOCK OF CONCRETE THAT IS FASTENED TO THE
 LX4767'ROOF WITH 4 DOWEL PINS.
 LX4767'
 LX4767'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX4767
 LX4767                          STATION RECOVERY (1942)
 LX4767
 LX4767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4767'THE STATION WAS RECOVERED AS DESCRIBED IN 1934, THE MARK WAS
 LX4767'FOUND IN GOOD CONDITION.  ADDITIONAL NOTES AS TO MEASUREMENTS
 LX4767'AND DESCRIPTION TO REACH THE STATION.
 LX4767'
 LX4767'STATION IS LOCATED ON THE S SIDE OF NORWICH ON THE HIGHEST HILL
 LX4767'IN THE VICINITY OF NORWICH.  THE MARK IS ON THE ROOF OF THE
 LX4767'ELIZABETH STREET SCHOOL, 66.2 FEET W OF THE E SIDE, 57.5 FEET S
 LX4767'OF THE N SIDE, 8.8 FEET N OF THE S SIDE.
 LX4767'
 LX4767'THE DISK IS SET IN A 12-INCH BY 4-INCH CEMENT BLOCK FASTENED TO
 LX4767'THE ROOF BY FOUR DOWEL PINS AND THE DISK IS STAMPED ELIZABETH 1934.
 LX4767'
 LX4767'NO SUITABLE PLACE FOR REFERENCE MARKS OR AN AZIMUTH MARK.
 LX4767'
 LX4767'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 82 AND
 LX4767'32 IN NORWICH, GO W ON ROUTE 82 FOR 0.55 MILE TO MT. PLEASANT
 LX4767'STREET ON THE LEFT, TURN LEFT ON MT. PLEASANT STREET FOR 0.1 MILE
 LX4767'TO ELIZABETH STREET, TURN RIGHT ON ELIZABETH STREET AND GO 0.1
 LX4767'MILE TO THE ELIZABETH STREET SCHOOL HOUSE ON LEFT AND THE MARK
 LX4767'IS ON THE ROOF AS DESCRIBED.
 LX4767
 LX4767                          STATION RECOVERY (1961)
 LX4767
 LX4767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4767'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 LX4767'BY G.C.M. IN 1934.  THE STATION IS STAMPED ELIZABETH 1934.
 LX4767
 LX4767                          STATION RECOVERY (1975)
 LX4767
 LX4767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4767'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 LX4767'1, REFERENCE MARK 2 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 LX4767'TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX4767'
 LX4767'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE TOWN OF
 LX4767'NORWICH, ATOP THE ELIZABETH STREET SCHOOL.
 LX4767'
 LX4767'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52
 LX4767'AND 85 IN NORWICH, GO NORTHEAST ON STATE HIGHWAY 85 FOR 0.7
 LX4767'MILE TO THE JUNCTION OF NEW LONDON TURNPIKE.  CONTINUE NORTHEAST
 LX4767'ON STATE HIGHWAY 85 FOR 0.8 MILES TO MT. PLEASANT STREET ON
 LX4767'THE RIGHT, TURN RIGHT AND GO SOUTHEAST ON MT. PLEASANT STREET
 LX4767'FOR 0.1 MILE TO ELIZABETH STREET.  TURN RIGHT AND GO SOUTHWEST
 LX4767'ON ELIZABETH STREET FOR 0.1 MILE TO THE STATION ON THE LEFT
 LX4767'AS DESCRIBED.
 LX4767'
 LX4767'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTHWEST
 LX4767'ON ELIZABETH STREET FOR 0.3 MILE TO DUNHAM STREET, TURN LEFT AND
 LX4767'GO SOUTHEAST ON DUNHAM STREET FOR 0.15 MILE TO A SIDE ROAD ON THE
 LX4767'LEFT, TURN LEFT AND GO NORTHEAST FOR 0.05 MILE TO THE AZIMUTH MARK
 LX4767'ON THE RIGHT AS DESCRIBED.
 LX4767'
 LX4767'THE STATION MARK, STAMPED ELIZABETH 1934, IS A STANDARD DISK SET
 LX4767'IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK WHICH PROJECTS ABOUT
 LX4767'4 INCHES AND IS ATTACHED TO THE ROOF.  IT IS 65 FEET SOUTHWEST
 LX4767'OF THE NORTHEAST WALL OF THE BUILDING, 60 FEET NORTHEAST OF THE
 LX4767'SOUTHWEST WALL OF THE BUILDING, 56 FEET SOUTHEAST OF THE
 LX4767'NORTHWEST WALL OF THE BUILDING AND 8.6 FEET SOUTHEAST OF THE
 LX4767'NORTHWEST WALL OF THE BUILDING.  (DESC.)
 LX4767'
 LX4767'REFERENCE MARK 1, STAMPED ELIZABETH 1934 NO 1 1975, IS A
 LX4767'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK
 LX4767'WHICH PROJECTS ABOUT 4 INCHES AND IS ATTACHED TO THE ROOF.  IT
 LX4767'IS 26.5 FEET SOUTHWEST OF THE NORTHEAST WALL OF THE BUILDING AND
 LX4767'4.0 FEET NORTHWEST OF THE SOUTHEAST WALL OF THE
 LX4767'BUILDING.  (NOTE.  DESC.)
 LX4767'
 LX4767'REFERENCE MARK 2, STAMPED ELIZABETH 1934 NO 2 1975, IS A
 LX4767'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK
 LX4767'WHICH PROJECTS ABOUT 4 INCHES AND IS ATTACHED TO THE ROOF.  IT
 LX4767'IS 61 FEET NORTHEAST OF THE SOUTHWEST WALL OF THE BUILDING AND
 LX4767'28 FEET SOUTHEAST OF THE NORTHWEST WALL OF THE
 LX4767'BUILDING.  (NOTE.  DESC.)
 LX4767'
 LX4767'THE AZIMUTH MARK, STAMPED ELIZABETH 1975 AZ MK, IS A STANDARD
 LX4767'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LX4767'CONCRETE CATCH BASIN.  IT IS 50.7 FEET SOUTHEAST OF A FIRE
 LX4767'HYDRANT, 21.6 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 LX4767'CULVERT, 18.0 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 LX4767'SCOTT ROAD AND 9.0 FEET NORTHWEST OF A METAL WITNESS
 LX4767'POST.  (NOTE.  DESC.)
 LX4767'
 LX4767'THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS
 LX4767'50.07 FEET AND 15.263 METERS.
 LX4767'
 LX4767'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
 LX4767'
 LX4767'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4767'IN NORWICH.
 LX4767
 LX4767                          STATION RECOVERY (2006)
 LX4767
 LX4767'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4767'MARK AND BOTH RMS COVERED BY ROOFING MEMBRANE.  BUILDING NOW
 LX4767'APARTMENTS, WITH ACCESS THROUGH RENTAL AGENT AT 860-886-0548.  AZIMUTH
 LX4767'MARK ON THE E SIDE OF WESTLEDGE DRIVE APPROX 85 YDS N OF THE
 LX4767'CENTERLINE OF DUNHAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7585 ***********************************************************************
 LX7585  DESIGNATION -  ELIZABETH
 LX7585  PID         -  LX7585
 LX7585  STATE/COUNTY-  CT/FAIRFIELD
 LX7585  USGS QUAD   -  LONG HILL (1984)
 LX7585
 LX7585                         *CURRENT SURVEY CONTROL
 LX7585  ___________________________________________________________________
 LX7585* NAD 83(1996)-  41 19 00.31574(N)    073 08 07.97708(W)     ADJUSTED  
 LX7585* NAVD 88     -       171.3    (meters)     562.     (feet)  VERTCON   
 LX7585  ___________________________________________________________________
 LX7585  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 LX7585  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX7585
 LX7585  HORZ ORDER  -  FIRST
 LX7585
 LX7585.The horizontal coordinates were established by classical geodetic methods
 LX7585.and adjusted by the National Geodetic Survey in August 1998..
 LX7585
 LX7585.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7585
 LX7585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7585
 LX7585.The geoid height was determined by GEOID03.
 LX7585
 LX7585;                    North         East     Units Scale Factor Converg.
 LX7585;SPC CT       -   206,159.782   272,518.570   MT  0.99999027   -0 15 20.3
 LX7585;SPC CT       -   676,375.88    894,088.01   sFT  0.99999027   -0 15 20.3
 LX7585;UTM  18      - 4,575,597.428   656,053.672   MT  0.99989971   +1 13 52.3
 LX7585
 LX7585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7585!SPC CT       -   0.99997777  x   0.99999027  =   0.99996804
 LX7585!UTM  18      -   0.99997777  x   0.99989971  =   0.99987748
 LX7585
 LX7585|---------------------------------------------------------------------|
 LX7585| PID    Reference Object                     Distance      Geod. Az  |
 LX7585|                                                           dddmmss.s |
 LX7585| CR9685 ELIZABETH RM 1                       27.245 METERS 08905     |
 LX7585| LX7586 ELIZABETH RM 3                      215.744 METERS 14255     |
 LX7585| CR9686 ELIZABETH RM 2                       27.540 METERS 25340     |
 LX7585|---------------------------------------------------------------------|
 LX7585
 LX7585                          SUPERSEDED SURVEY CONTROL
 LX7585
 LX7585  NAD 83(1992)-  41 19 00.31496(N)    073 08 07.97701(W) AD(       ) 1
 LX7585  NAD 83(1986)-  41 19 00.31658(N)    073 08 07.98149(W) AD(       ) 1
 LX7585  NAD 83(1986)-  41 19 00.31525(N)    073 08 07.97879(W) AD(       ) 1
 LX7585  NGVD 29 (01/16/90)  171.6    (m)          563.     (f) VERT ANG       
 LX7585
 LX7585.Superseded values are not recommended for survey control.
 LX7585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7585.See file dsdata.txt to determine how the superseded data were derived.
 LX7585
 LX7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5605475597(NAD 83)
 LX7585_MARKER: DS = TRIANGULATION STATION DISK
 LX7585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7585+STABILITY: SURFACE MOTION
 LX7585
 LX7585  HISTORY     - Date     Condition        Report By
 LX7585  HISTORY     - 1982     MONUMENTED       NGS
 LX7585
 LX7585                          STATION DESCRIPTION
 LX7585
 LX7585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7585'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST
 LX7585'OF THE JUNCTION OF STATE ROUTES 15 AND 8, 6.4 KM (4.0 MI)
 LX7585'EAST-SOUTHEAST OF THE JUNCTIONS OF STATE ROUTES 110
 LX7585'AND 111 AND 3.2 KM (2.0 MI) WEST OF SHELTON.  NOTE,
 LX7585'A BURIED ELECTRIC CABLE IS NEAR THE STATION MARK AND
 LX7585'IN LINE WITH THE LIGHT POLES 0.5 METERS (1.6 FT) BELOW
 LX7585'THE GROUND SURFACE.
 LX7585'OWNERSHIP--BOARD OF EDUCATION, MR STANLEY RUSSELL,
 LX7585'SUPERINTENDENT OF SCHOOLS, BOX 426, SHELTON CT 06484.
 LX7585'
 LX7585'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7585'ROUTES 8 AND 110 ON THE EAST SIDE OF SHELTON, GO
 LX7585'NORTHWEST ON ROUTE 110 FOR 3.7 KM (2.3 MI) TO THE ENTRANCE
 LX7585'TO THE INDIAN WELL STATE PARK ON THE RIGHT.  CONTINUE
 LX7585'AHEAD FOR 1.9 KM (1.2 MI) TO A CROSSROAD AT THE WHITE
 LX7585'HILLS SHOPPING CENTER.  TURN LEFT, SOUTH, ON MAPLE AVENUE
 LX7585'FOR 1.8 KM (1.1 MI) TO A T-ROAD.  TURN LEFT, EAST,
 LX7585'FOR ABOUT 30.5 METERS (100 FT), THEN RIGHT AND GO SOUTH
 LX7585'ON PAVED ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON
 LX7585'THE LEFT.
 LX7585'
 LX7585'THE STATION IS A STANDARD NGS DISK
 LX7585'STAMPED---ELIZABETH 1982---,
 LX7585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7585'FLUSH WITH GROUND.  IT IS LOCATED
 LX7585'16.3 METERS (53.5 FT) SOUTHWEST FROM A 0.9 METER IN DIAMETER
 LX7585'MAPLE TREE,
 LX7585'11.86 METERS (38.9 FT) EAST-SOUTHEAST FROM A 1.0 METER IN
 LX7585'DIAMETER MAPLE TREE,
 LX7585'6.3 METERS (20.6 FT) NORTH FROM THE NORTH EDGE OF THE PAVEMENT AND
 LX7585'5.79 METERS (19.0 FT) SOUTH FROM A WITNESS POST.
 LX7585'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7585'STAMPED---ELIZABETH 1982---,
 LX7585'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7585'
 LX7585'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7585'STAMPED---ELIZABETH NO 1 1982---,
 LX7585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7585'FLUSH WITH GROUND.  IT IS LOCATED
 LX7585'28.83 METERS (94.6 FT) EAST-SOUTHEAST FROM A WITNESS POST,
 LX7585'17.4 METERS (57.1 FT) SOUTHEAST FROM A 0.9 METER MAPLE TREE,
 LX7585'16.73 METERS (54.9 FT) EAST FROM A LIGHT POLE AND
 LX7585'8.2 METERS (26.9 FT) NORTH FROM THE NORTH EDGE OF A PAVED ROAD.
 LX7585'MARK IS BELOW STATION 0.1 METERS.
 LX7585'
 LX7585'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7585'STAMPED---ELIZABETH NO 2 1982---,
 LX7585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7585'FLUSH WITH GROUND.  IT IS LOCATED
 LX7585'28.70 METERS (94.15 FT) WEST-SOUTHWEST FROM A WITNESS POST,
 LX7585'23.53 METERS (77.2 FT) EAST FROM A LIGHT POLE,
 LX7585'7.13 METERS (23.4 FT) WEST-NORTHWEST FROM A LIGHT POLE AND
 LX7585'2.8 METERS (9.2 FT) NORTH FROM THE NORTH EDGE OF PAVED ROAD.
 LX7585'MARK IS BELOW STATION 0.1 METERS.
 LX7585'
 LX7585'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7585'STAMPED---ELIZABETH NO 3 1982---,
 LX7585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7585'FLUSH WITH GROUND.  IT IS LOCATED
 LX7585'9.15 METERS (30.0 FT) EAST FROM THE EDGE OF A MOWED FIELD,
 LX7585'6.55 METERS (21.5 FT) WEST-SOUTHWEST FROM A TRIPLE TRUNKED MAPLE
 LX7585'TREE AND
 LX7585'0.45 METER (1.5 FT) WEST-NORTHWEST FROM A WITNESS POST.
 LX7585'MARK IS BELOW STATION 8.5 METERS.
 LX7585'
 LX7585'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.5 METERS.
 LX7585'AN EDM TRAVERSE CONNECTION WAS MADE TO ELIZABETH RM 3.
 LX7585'
 LX7585'DESCRIBED BY D.L. MCFARLAND, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7586 ***********************************************************************
 LX7586  DESIGNATION -  ELIZABETH RM 3
 LX7586  PID         -  LX7586
 LX7586  STATE/COUNTY-  CT/FAIRFIELD
 LX7586  USGS QUAD   -  LONG HILL (1984)
 LX7586
 LX7586                         *CURRENT SURVEY CONTROL
 LX7586  ___________________________________________________________________
 LX7586* NAD 83(1996)-  41 18 54.73689(N)    073 08 02.38379(W)     ADJUSTED  
 LX7586* NAVD 88     -       162.8    (meters)     534.     (feet)  VERTCON   
 LX7586  ___________________________________________________________________
 LX7586  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LX7586  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX7586
 LX7586  HORZ ORDER  -  SECOND
 LX7586
 LX7586.The horizontal coordinates were established by classical geodetic methods
 LX7586.and adjusted by the National Geodetic Survey in August 1998..
 LX7586
 LX7586.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7586
 LX7586.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7586
 LX7586.The geoid height was determined by GEOID03.
 LX7586
 LX7586;                    North         East     Units Scale Factor Converg.
 LX7586;SPC CT       -   205,987.098   272,647.895   MT  0.99999037   -0 15 16.6
 LX7586;SPC CT       -   675,809.34    894,512.30   sFT  0.99999037   -0 15 16.6
 LX7586;UTM  18      - 4,575,428.173   656,187.422   MT  0.99990023   +1 13 55.9
 LX7586
 LX7586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7586!SPC CT       -   0.99997910  x   0.99999037  =   0.99996947
 LX7586!UTM  18      -   0.99997910  x   0.99990023  =   0.99987933
 LX7586
 LX7586                          SUPERSEDED SURVEY CONTROL
 LX7586
 LX7586  NAD 83(1992)-  41 18 54.73609(N)    073 08 02.38371(W) AD(       ) 2
 LX7586  NAD 83(1986)-  41 18 54.73772(N)    073 08 02.38822(W) AD(       ) 2
 LX7586  NAD 83(1986)-  41 18 54.73639(N)    073 08 02.38546(W) AD(       ) 2
 LX7586  NGVD 29 (01/16/90)  163.1    (m)          535.     (f) VERT ANG       
 LX7586
 LX7586.Superseded values are not recommended for survey control.
 LX7586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7586.See file dsdata.txt to determine how the superseded data were derived.
 LX7586
 LX7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5618775428(NAD 83)
 LX7586_MARKER: DR = REFERENCE MARK DISK
 LX7586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7586_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7586+STABILITY: SURFACE MOTION
 LX7586
 LX7586  HISTORY     - Date     Condition        Report By
 LX7586  HISTORY     - 1982     MONUMENTED       NGS
 LX7586
 LX7586                          STATION DESCRIPTION
 LX7586
 LX7586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7586'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI) NORTH-NORTHEAST
 LX7586'OF THE JUNCTION OF STATE ROUTES 15 AND 8, 6.4 KM (4.0 MI)
 LX7586'EAST-SOUTHEAST OF THE JUNCTIONS OF STATE ROUTES 110
 LX7586'AND 111 AND 3.2 KM (2.0 MI) WEST OF SHELTON.
 LX7586'
 LX7586'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7586'ROUTES 8 AND 110 ON THE EAST SIDE OF SHELTON, GO
 LX7586'NORTHWEST ON ROUTE 110 FOR 3.7 KM (2.3 MI) TO THE ENTRANCE
 LX7586'TO THE INDIAN WELL STATE PARK ON THE RIGHT.  CONTINUE
 LX7586'AHEAD FOR 1.9 KM (1.2 MI) TO A CROSSROAD AT THE WHITE
 LX7586'HILLS SHOPPING CENTER.  TURN LEFT, SOUTH, ON MAPLE AVENUE
 LX7586'FOR 1.8 KM (1.1 MI) TO A T-ROAD.  TURN LEFT, EAST,
 LX7586'FOR ABOUT 30.5 METERS (100 FT), THEN RIGHT AND GO SOUTH
 LX7586'ON PAVED ROAD FOR 0.2 KM (0.1 MI) TO STATION ELIZABETH ON
 LX7586'THE LEFT.  CONTINUE ON THE PAVED ROAD FOR 25 METERS (82 FT)
 LX7586'TO A PAVED CUL-DE-SAC ON THE RIGHT.  TURN RIGHT, SOUTH, AND
 LX7586'GO 0.1 KM (0.05 MI) TO THE BEGINNING OF THE TURNABOUT.
 LX7586'TURN HALF LEFT, SOUTHEASTERLY, AND GO 0.1 KM (0.05 MI) TO
 LX7586'THE EDGE OF THE WOODS AND THE STATION.
 LX7586'
 LX7586'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7586'STAMPED---ELIZABETH NO 3 1982---,
 LX7586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7586'FLUSH WITH GROUND.  IT IS LOCATED
 LX7586'9.15 METERS (30.0 FT) EAST FROM THE EDGE OF A MOWED FIELD,
 LX7586'6.55 METERS (21.5 FT) WEST-SOUTHWEST FROM A TRIPLE TRUNKED
 LX7586'MAPLE TREE AND
 LX7586'0.45 METER (1.5 FT) WEST-NORTHWEST FROM A WITNESS POST.
 LX7586'
 LX7586'AN EDM TRAVERSE WAS MADE TO STATION ELIZABETH.
 LX7586'
 LX7586'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 LX7586'
 LX7586'DESCRIBED BY D.L. MCFARLAND, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4771 ***********************************************************************
 LX4771  DESIGNATION -  ELIZABETH SCHOOL STACK
 LX4771  PID         -  LX4771
 LX4771  STATE/COUNTY-  CT/NEW LONDON
 LX4771  USGS QUAD   -  NORWICH (1983)
 LX4771
 LX4771                         *CURRENT SURVEY CONTROL
 LX4771  ___________________________________________________________________
 LX4771* NAD 83(1996)-  41 31 08.01578(N)    072 05 23.45217(W)     ADJUSTED  
 LX4771* NAVD 88     -                                                        
 LX4771  ___________________________________________________________________
 LX4771  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 LX4771  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX4771
 LX4771  HORZ ORDER  -  THIRD
 LX4771
 LX4771.The horizontal coordinates were established by classical geodetic methods
 LX4771.and adjusted by the National Geodetic Survey in August 1998..
 LX4771
 LX4771
 LX4771.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4771
 LX4771.The geoid height was determined by GEOID03.
 LX4771
 LX4771;                    North         East     Units Scale Factor Converg.
 LX4771;SPC CT       -   228,747.875   359,903.301   MT  0.99998317   +0 26 15.8
 LX4771;SPC CT       -   750,483.65  1,180,782.75   sFT  0.99998317   +0 26 15.8
 LX4771;UTM  18      - 4,600,451.466   742,831.596   MT  1.00032573   +1 55 47.9
 LX4771
 LX4771                          SUPERSEDED SURVEY CONTROL
 LX4771
 LX4771  NAD 83(1992)-  41 31 08.01482(N)    072 05 23.45154(W) AD(       ) 4
 LX4771  NAD 83(1986)-  41 31 08.01600(N)    072 05 23.45601(W) AD(       ) 4
 LX4771  NAD 27      -  41 31 07.65700(N)    072 05 25.16800(W) AD(       ) 3
 LX4771
 LX4771.Superseded values are not recommended for survey control.
 LX4771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4771.See file dsdata.txt to determine how the superseded data were derived.
 LX4771
 LX4771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4283200451(NAD 83)
 LX4771
 LX4771  HISTORY     - Date     Condition        Report By
 LX4771  HISTORY     - 1934     MONUMENTED       CGS
 LX4771  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4771  HISTORY     - 20060420 MARK NOT FOUND   USPSQD
 LX4771
 LX4771                          STATION DESCRIPTION
 LX4771
 LX4771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4771'THE ELIZABETH STREET SCHOOL IS ON TOP OF MOUNT PLEASANT HILL
 LX4771'BETWEEN ELIZABETH AND SCOTT STREETS IN THE SOUTHWESTERLY PART
 LX4771'OF NORWICH.  THE BUILDING IS A 3-STORY BROWN, BRICK STRUCTURE
 LX4771'WITH A FLAT TAR AND GRAVEL ROOF, AND A STONE MASONRY BASE.  THE
 LX4771'STACK IS SQUARE AND IS ON THE S SIDE OF THE BUILDING NEAR THE W
 LX4771'END.  STATION ELIZABETH IS ON THE ROOF TO THE E OF THE STACK.
 LX4771'
 LX4771'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 100
 LX4771'FEET ABOVE GROUND.
 LX4771
 LX4771                          STATION RECOVERY (1961)
 LX4771
 LX4771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4771'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY G.C.M. IN 1934.
 LX4771
 LX4771                          STATION RECOVERY (2006)
 LX4771
 LX4771'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4771'STACK DESCRIBED IS MISSING.  THERE IS A NEW STACK ON THE E SIDE OF THE
 LX4771'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5051 ***********************************************************************
 LX5051  DESIGNATION -  ELLINGTON CH OF ST LUKE CROSS
 LX5051  PID         -  LX5051
 LX5051  STATE/COUNTY-  CT/TOLLAND
 LX5051  USGS QUAD   -  ELLINGTON (1984)
 LX5051
 LX5051                         *CURRENT SURVEY CONTROL
 LX5051  ___________________________________________________________________
 LX5051* NAD 83(1996)-  41 54 16.30354(N)    072 28 19.95044(W)     ADJUSTED  
 LX5051* NAVD 88     -                                                        
 LX5051  ___________________________________________________________________
 LX5051  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 LX5051  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX5051
 LX5051  HORZ ORDER  -  THIRD
 LX5051
 LX5051.The horizontal coordinates were established by classical geodetic methods
 LX5051.and adjusted by the National Geodetic Survey in August 1998..
 LX5051
 LX5051
 LX5051.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5051
 LX5051.The geoid height was determined by GEOID03.
 LX5051
 LX5051;                    North         East     Units Scale Factor Converg.
 LX5051;SPC CT       -   271,405.649   327,850.275   MT  1.00000406   +0 11 03.1
 LX5051;SPC CT       -   890,436.70  1,075,622.11   sFT  1.00000406   +0 11 03.1
 LX5051;UTM  18      - 4,642,266.344   709,665.771   MT  1.00014096   +1 41 20.1
 LX5051
 LX5051                          SUPERSEDED SURVEY CONTROL
 LX5051
 LX5051  NAD 83(1996)-  41 54 16.30329(N)    072 28 19.95043(W) AD(       ) 4
 LX5051  NAD 83(1992)-  41 54 16.30372(N)    072 28 19.95071(W) AD(       ) 4
 LX5051  NAD 83(1992)-  41 54 16.30423(N)    072 28 19.95140(W) AD(       ) 4
 LX5051  NAD 83(1986)-  41 54 16.30507(N)    072 28 19.95135(W) AD(       ) 4
 LX5051  NAD 27      -  41 54 15.95408(N)    072 28 21.64906(W) AD(       ) 3
 LX5051
 LX5051.Superseded values are not recommended for survey control.
 LX5051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5051.See file dsdata.txt to determine how the superseded data were derived.
 LX5051
 LX5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0966642266(NAD 83)
 LX5051_MARKER: 91 = CHURCH CROSS
 LX5051_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5051
 LX5051  HISTORY     - Date     Condition        Report By
 LX5051  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX5051
 LX5051                          STATION DESCRIPTION
 LX5051
 LX5051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5051'THE STATION, IS THE CROSS ATOP THE ELLINGTON CHURCH OF SAINT LUKE.
 LX5051'IT IS ABOUT 60 FEET IN HEIGHT, WITH A GOLD CROSS ATOP.
 LX5051'
 LX5051'THE STATION IS LOCATED IN THE CENTER OF ELLINGTON, ON THE NORTH
 LX5051'SIDE OF STATE HIGHWAY 140.
 LX5051'
 LX5051'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5038 ***********************************************************************
 LX5038  DESIGNATION -  ELLINGTON CONG CHURCH SPIRE
 LX5038  PID         -  LX5038
 LX5038  STATE/COUNTY-  CT/TOLLAND
 LX5038  USGS QUAD   -  ELLINGTON (1984)
 LX5038
 LX5038                         *CURRENT SURVEY CONTROL
 LX5038  ___________________________________________________________________
 LX5038* NAD 83(1996)-  41 54 12.50263(N)    072 28 10.19477(W)     ADJUSTED  
 LX5038* NAVD 88     -                                                        
 LX5038  ___________________________________________________________________
 LX5038  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 LX5038  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX5038
 LX5038  HORZ ORDER  -  THIRD
 LX5038
 LX5038.The horizontal coordinates were established by classical geodetic methods
 LX5038.and adjusted by the National Geodetic Survey in August 1998..
 LX5038
 LX5038
 LX5038.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5038
 LX5038.The geoid height was determined by GEOID03.
 LX5038
 LX5038;                    North         East     Units Scale Factor Converg.
 LX5038;SPC CT       -   271,289.105   328,075.508   MT  1.00000394   +0 11 09.6
 LX5038;SPC CT       -   890,054.34  1,076,361.06   sFT  1.00000394   +0 11 09.6
 LX5038;UTM  18      - 4,642,155.740   709,894.019   MT  1.00014214   +1 41 26.5
 LX5038
 LX5038                          SUPERSEDED SURVEY CONTROL
 LX5038
 LX5038  NAD 83(1996)-  41 54 12.50238(N)    072 28 10.19480(W) AD(       ) 4
 LX5038  NAD 83(1992)-  41 54 12.50281(N)    072 28 10.19515(W) AD(       ) 4
 LX5038  NAD 83(1992)-  41 54 12.50331(N)    072 28 10.19568(W) AD(       ) 4
 LX5038  NAD 83(1986)-  41 54 12.50416(N)    072 28 10.19575(W) AD(       ) 4
 LX5038  NAD 27      -  41 54 12.16000(N)    072 28 11.90000(W) AD(       ) 3
 LX5038
 LX5038.Superseded values are not recommended for survey control.
 LX5038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5038.See file dsdata.txt to determine how the superseded data were derived.
 LX5038
 LX5038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0989442156(NAD 83)
 LX5038_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5038
 LX5038  HISTORY     - Date     Condition        Report By
 LX5038  HISTORY     - 1936     MONUMENTED       CTGS
 LX5038  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX5038  HISTORY     - 1979     GOOD             NGS
 LX5038
 LX5038                          STATION DESCRIPTION
 LX5038
 LX5038'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX5038'THE WHITE CHURCH IS IN THE CENTER OF ELLINGTON, ONE MILE WEST OF
 LX5038'STATE HIGHWAY 83 AND ON STATE HIGHWAY 140.  THE POINT OBSERVED
 LX5038'ON WAS THE TOP OF THE SPIRE.
 LX5038'
 LX5038'OBSERVED FROM BOX HILL AND ROCKVILLE.
 LX5038
 LX5038                          STATION RECOVERY (1962)
 LX5038
 LX5038'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX5038'STATION WAS RECOVERED IN GOOD CONDITION.
 LX5038
 LX5038                          STATION RECOVERY (1979)
 LX5038
 LX5038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5038'THE STATION WAS RECOVERED AS DESCRIBED IN 1936.  A NEW DESCRIPTION
 LX5038'FOLLOWS.
 LX5038'THE STATION, IS THE TOP OF THE SPIRE ATOP THE ELLINGTON
 LX5038'CONGREGATIONAL CHURCH.  IT IS 80 FEET IN HEIGHT AND WHITE WITH
 LX5038'A GOLD BALL ATOP.
 LX5038'
 LX5038'THE STATION IS LOCATED IN THE CENTER OF ELLINGTON ON THE SOUTH
 LX5038'SIDE OF STATE HIGHWAY 286.
 LX5038'
 LX5038'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6115 ***********************************************************************
 LX6115  DESIGNATION -  ELLIS BARN CUPOLA
 LX6115  PID         -  LX6115
 LX6115  STATE/COUNTY-  CT/MIDDLESEX
 LX6115  USGS QUAD   -  HADDAM (1971)
 LX6115
 LX6115                         *CURRENT SURVEY CONTROL
 LX6115  ___________________________________________________________________
 LX6115* NAD 83(1996)-  41 29 24.34112(N)    072 30 28.14973(W)     ADJUSTED  
 LX6115* NAVD 88     -                                                        
 LX6115  ___________________________________________________________________
 LX6115  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX6115  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6115
 LX6115  HORZ ORDER  -  THIRD
 LX6115
 LX6115.The horizontal coordinates were established by classical geodetic methods
 LX6115.and adjusted by the National Geodetic Survey in August 1998..
 LX6115
 LX6115
 LX6115.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6115
 LX6115.The geoid height was determined by GEOID03.
 LX6115
 LX6115;                    North         East     Units Scale Factor Converg.
 LX6115;SPC CT       -   225,367.316   325,024.484   MT  0.99998343   +0 09 38.1
 LX6115;SPC CT       -   739,392.60  1,066,351.16   sFT  0.99998343   +0 09 38.1
 LX6115;UTM  18      - 4,596,163.081   708,044.130   MT  1.00013268   +1 39 05.9
 LX6115
 LX6115                          SUPERSEDED SURVEY CONTROL
 LX6115
 LX6115  NAD 83(1992)-  41 29 24.34038(N)    072 30 28.14958(W) AD(       ) 4
 LX6115  NAD 83(1986)-  41 29 24.34219(N)    072 30 28.15196(W) AD(       ) 4
 LX6115  NAD 27      -  41 29 23.97700(N)    072 30 29.84800(W) AD(       ) 3
 LX6115
 LX6115.Superseded values are not recommended for survey control.
 LX6115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6115.See file dsdata.txt to determine how the superseded data were derived.
 LX6115
 LX6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0804496163(NAD 83)
 LX6115
 LX6115  HISTORY     - Date     Condition        Report By
 LX6115  HISTORY     - 1934     MONUMENTED       CGS
 LX6115  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6115  HISTORY     - 19971029 GOOD             USPSQD
 LX6115
 LX6115                          STATION DESCRIPTION
 LX6115
 LX6115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6115'THIS STATION IS ON THE LARGER OF THE TWO BARNS ON THE D.H. ELLIS
 LX6115'PROPERTY ON THE LOWER HADDAM NECK ROAD.  THIS BARN WAS ORIGINALLY
 LX6115'PAINTED ORANGE ALTHOUGH MOST OF THE PAINT IS WEATHERED AWAY.  IT
 LX6115'FRONTS DIRECTLY ON THE WESTERLY SIDE OF THE HIGHWAY.
 LX6115'
 LX6115'THERE IS A CUPOLA WITH FOUR SHUTTERED OPENINGS IN THE MIDDLE
 LX6115'OF THE BARN ROOF.  THE CUPOLA HAS A PYRAMIDAL SHINGLED ROOF.
 LX6115'
 LX6115'CENTER IS THE APEX OF THE CUPOLA ROOF.
 LX6115'
 LX6115'NOT TO BE CONFUSED WITH SMALLER LOWER BARN, ALSO WITH A
 LX6115'CUPOLA, BUT HAVING A WEATHER VANE AT THE APEX.
 LX6115
 LX6115                          STATION RECOVERY (1948)
 LX6115
 LX6115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6115'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH
 LX6115'ONE EXCEPTION--
 LX6115'
 LX6115'PROPERTY IS NOW OWNED BY MR. CHARLES W. CHASE.
 LX6115
 LX6115                          STATION RECOVERY (1997)
 LX6115
 LX6115'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6119 ***********************************************************************
 LX6119  DESIGNATION -  ELLIS CHIMNEY
 LX6119  PID         -  LX6119
 LX6119  STATE/COUNTY-  CT/MIDDLESEX
 LX6119  USGS QUAD   -  HADDAM (1971)
 LX6119
 LX6119                         *CURRENT SURVEY CONTROL
 LX6119  ___________________________________________________________________
 LX6119* NAD 83(1996)-  41 29 22.54384(N)    072 30 32.07668(W)     ADJUSTED  
 LX6119* NAVD 88     -                                                        
 LX6119  ___________________________________________________________________
 LX6119  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LX6119  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6119
 LX6119  HORZ ORDER  -  THIRD
 LX6119
 LX6119.The horizontal coordinates were established by classical geodetic methods
 LX6119.and adjusted by the National Geodetic Survey in August 1998..
 LX6119
 LX6119
 LX6119.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6119
 LX6119.The geoid height was determined by GEOID03.
 LX6119
 LX6119;                    North         East     Units Scale Factor Converg.
 LX6119;SPC CT       -   225,311.615   324,933.547   MT  0.99998343   +0 09 35.5
 LX6119;SPC CT       -   739,209.86  1,066,052.81   sFT  0.99998343   +0 09 35.5
 LX6119;UTM  18      - 4,596,105.024   707,954.660   MT  1.00013222   +1 39 03.2
 LX6119
 LX6119                          SUPERSEDED SURVEY CONTROL
 LX6119
 LX6119  NAD 83(1992)-  41 29 22.54310(N)    072 30 32.07654(W) AD(       ) 4
 LX6119  NAD 83(1986)-  41 29 22.54484(N)    072 30 32.07891(W) AD(       ) 4
 LX6119  NAD 27      -  41 29 22.18200(N)    072 30 33.77600(W) AD(       ) 3
 LX6119
 LX6119.Superseded values are not recommended for survey control.
 LX6119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6119.See file dsdata.txt to determine how the superseded data were derived.
 LX6119
 LX6119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0795596105(NAD 83)
 LX6119
 LX6119  HISTORY     - Date     Condition        Report By
 LX6119  HISTORY     - 1934     MONUMENTED       CGS
 LX6119  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6119  HISTORY     - 19971029 GOOD             USPSQD
 LX6119
 LX6119                          STATION DESCRIPTION
 LX6119
 LX6119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6119'THIS STATION IS ON THE SUMMER RESIDENCE OF D.H. ELLIS, A SHORT
 LX6119'DISTANCE TO THE WESTWARD OF THE LOWER HADDAM NECK ROAD.  THE HOUSE
 LX6119'IS ALSO KNOWN AS HIGH SPRUCES, A TEA ROOM.
 LX6119'
 LX6119'IT IS MADE CONSPICUOUS BY ITS YELLOW PAINT AND THE GROUP OF
 LX6119'TALL CONIFERS SURROUNDING IT.  THE CHIMNEY IS ALSO PAINTED YELLOW
 LX6119'AND LOCATED IN THE MIDDLE OF THE ROOF OF THE MAIN HOUSE.
 LX6119'
 LX6119'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6119
 LX6119                          STATION RECOVERY (1948)
 LX6119
 LX6119'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6119'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE
 LX6119'EXCEPTION--
 LX6119'
 LX6119'PROPERTY IS NOW OWNED BY MR. CHARLES W. CHASE.
 LX6119
 LX6119                          STATION RECOVERY (1997)
 LX6119
 LX6119'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3626 ***********************************************************************
 LX3626  DESIGNATION -  ELLSWORTH
 LX3626  PID         -  LX3626
 LX3626  STATE/COUNTY-  CT/LITCHFIELD
 LX3626  USGS QUAD   -  ELLSWORTH (1969)
 LX3626
 LX3626                         *CURRENT SURVEY CONTROL
 LX3626  ___________________________________________________________________
 LX3626* NAD 83(1996)-  41 48 07.67496(N)    073 27 10.96919(W)     ADJUSTED  
 LX3626* NAVD 88     -       471.9    (meters)    1548.     (feet)  VERTCON   
 LX3626  ___________________________________________________________________
 LX3626  LAPLACE CORR-           8.97  (seconds)                    DEFLEC99
 LX3626  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX3626
 LX3626  HORZ ORDER  -  SECOND
 LX3626
 LX3626.The horizontal coordinates were established by classical geodetic methods
 LX3626.and adjusted by the National Geodetic Survey in August 1998..
 LX3626
 LX3626.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3626
 LX3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3626
 LX3626.The geoid height was determined by GEOID03.
 LX3626
 LX3626;                    North         East     Units Scale Factor Converg.
 LX3626;SPC CT       -   260,233.037   246,373.519   MT  0.99999410   -0 27 58.2
 LX3626;SPC CT       -   853,781.22    808,310.45   sFT  0.99999410   -0 27 58.2
 LX3626;SPC NY E     -   330,154.631   237,000.902   MT  0.99999311   +0 41 52.4
 LX3626;SPC NY E     - 1,083,182.32    777,560.46   sFT  0.99999311   +0 41 52.4
 LX3626;UTM  18      - 4,628,964.096   628,512.866   MT  0.99980323   +1 01 52.6
 LX3626
 LX3626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3626!SPC CT       -   0.99993071  x   0.99999410  =   0.99992481
 LX3626!SPC NY E     -   0.99993071  x   0.99999311  =   0.99992382
 LX3626!UTM  18      -   0.99993071  x   0.99980323  =   0.99973396
 LX3626
 LX3626:                Primary Azimuth Mark                     Grid Az
 LX3626:SPC CT       -  PROSPECT HILL                            016 32 39.5
 LX3626:SPC NY E     -  PROSPECT HILL                            015 22 48.9
 LX3626:UTM  18      -  PROSPECT HILL                            015 02 48.7
 LX3626
 LX3626|---------------------------------------------------------------------|
 LX3626| PID    Reference Object                     Distance      Geod. Az  |
 LX3626|                                                           dddmmss.s |
 LX3626| LX3631 PROSPECT HILL                       APPROX.20.5 KM 0160441.3 |
 LX3626| CR8719 ELLSWORTH RM 2                       13.037 METERS 02928     |
 LX3626| LX7347 ELLSWORTH RM 1                       12.582 METERS 31037     |
 LX3626|---------------------------------------------------------------------|
 LX3626
 LX3626                          SUPERSEDED SURVEY CONTROL
 LX3626
 LX3626  NAD 83(1996)-  41 48 07.67492(N)    073 27 10.96957(W) AD(       ) 2
 LX3626  NAD 83(1992)-  41 48 07.67550(N)    073 27 10.96949(W) AD(       ) 2
 LX3626  NAD 83(1992)-  41 48 07.67623(N)    073 27 10.97076(W) AD(       ) 2
 LX3626  NAD 83(1986)-  41 48 07.67597(N)    073 27 10.96864(W) AD(       ) 2
 LX3626  NAD 27      -  41 48 07.33729(N)    073 27 12.52015(W) AD(       ) 2
 LX3626  NGVD 29 (07/14/89)  472.1    (m)         1549.     (f) VERT ANG       
 LX3626
 LX3626.Superseded values are not recommended for survey control.
 LX3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3626.See file dsdata.txt to determine how the superseded data were derived.
 LX3626
 LX3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2851328964(NAD 83)
 LX3626_MARKER: H = DRILL HOLE
 LX3626_SETTING: 80 = SET IN A BOULDER
 LX3626_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX3626_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3626+STABILITY: SURFACE MOTION
 LX3626
 LX3626  HISTORY     - Date     Condition        Report By
 LX3626  HISTORY     - 1862     MONUMENTED       CGS
 LX3626  HISTORY     - 1865     SEE DESCRIPTION  CGS
 LX3626  HISTORY     - 1909     SEE DESCRIPTION  CGS
 LX3626  HISTORY     - 1984     GOOD             NGS
 LX3626
 LX3626                          STATION DESCRIPTION
 LX3626
 LX3626'DESCRIBED BY COAST AND GEODETIC SURVEY 1865
 LX3626'THE HILL CALLED ELLSWORTH IS A SHORT DISTANCE SOUTHWEST OF
 LX3626'R. BACKLEYS IN THE TOWN OF SHARON, CONN.
 LX3626'
 LX3626'THE POLE IS 16 FT. HIGH WITH BARREL AT TOP.  THE FOOT OF THE
 LX3626'POLE IS IN A HOLE DRILLED IN A LARGE ROCK NEAR THE HIGHEST PART
 LX3626'OF THE HILL.
 LX3626
 LX3626                          STATION RECOVERY (1909)
 LX3626
 LX3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (HRB)
 LX3626'LOCATED IN THE SOUTHERN PART OF THE TOWN OF SHARON, CONN., AT
 LX3626'ABOUT THE SUMMIT OF ELLSWORTH HILL, THE HIGHEST MOUNTAIN IN THE
 LX3626'VICINITY.  THE TOP OF THE HILL IS VERY FLAT AND IS COVERED WITH
 LX3626'A THICK GROWTH OF SCRUB OAK, YOUNG BIRCHES AND OAKS AND IF CLEARED
 LX3626'WOULD AFFORD A FINE VIEW FOR MILES IN EVERY DIRECTION.
 LX3626'
 LX3626'THE STATION IS ABOUT 150 FT. N 75 W (MAG.) FROM A LONE STUNTED
 LX3626'HEMLOCK WITH A BROKEN, DECAYED TOP, EVIDENTLY THE ONLY EVERGREEN
 LX3626'TREE ON THE SUMMIT.  IT CAN BE REACHED FROM THE LITTLE USED
 LX3626'HIGHWAY PASSING OVER THE NORTHERN BROW OF THE HILL, BY FOLLOWING A
 LX3626'WALL AND WIRE FENCE SOUTHERLY THROUGH BERRY PASTURES AND WOODLAND
 LX3626'TO THE SUMMIT, THENCE WESTERLY A SHORT DISTANCE TO THE STATION.
 LX3626'
 LX3626'THE STATION MARK IS A 1-3/4 INCH DRILL HOLE 4 INCHES IN DEPTH,
 LX3626'ABOUT 8 INCHES SOUTH OF THE CENTER OF THE TOP OF A BOULDER 4 X 4
 LX3626'FT. IN SECTION AND A LITTLE OVER A FOOT HIGH.
 LX3626
 LX3626                          STATION RECOVERY (1984)
 LX3626
 LX3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3626'THE STATION WAS RECOVERED AT THIS DATE.
 LX3626'THE STATION WAS RECOVERED IN GOOD CONDITION AND A DISK WAS CEMENTED
 LX3626'IN THE DRILL HOLE IN THE BOULDER. REFERENCE MARKS 1 AND 2 WAS
 LX3626'ESTABLISHED AND A TOWER BUILT OVER REFERENCE MARK 1 AND OCCUPIED AT
 LX3626'THIS TIME. A NEW DESCRIPTION FOLLOWS.
 LX3626'
 LX3626'THE STATION IS LOCATED ABOUT 11.4 KM (7.1 MI)
 LX3626'NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 45 AND 341 AT WARREN,
 LX3626'7.7 KM (4.8 MI) WEST-SOUTHWEST FROM THE JUNCTION OF U.S. HIGHWAY 7
 LX3626'AND STATE HIGHWAY 4 AT CORNWALL BRIDGE AND 4.0 KM (2.5 MI) EAST
 LX3626'FROM THE NEW YORK STATE LINE.
 LX3626'OWNERSHIP--MR HOWARD RANDALL, ROUTE 1 BOX 115 F, SHARON CT 06039,
 LX3626'PHONE 203-364-5710.
 LX3626'
 LX3626'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAY 7 AND
 LX3626'STATE HIGHWAY 4 IN CORNWALL BRIDGE, GO NORTHWEST ON HIGHWAY 4 FOR
 LX3626'2.3 KM (1.4 MI) TO A PAVED ROAD RIGHT AT SMALL BRIDGE. CONTINUE
 LX3626'AHEAD FOR 0.4 KM (0.25 MI) TO PAVED ROAD LEFT, NORTHRUP ROAD, AT
 LX3626'HUGE BOULDER. TURN LEFT, SOUTHWEST, ON NORTHRUP ROAD FOR 1.5 KM
 LX3626'(0.95 MI) TO A FORK AT TOP OF HILL. BEAR LEFT ON NORTHRUP ROAD FOR
 LX3626'0.6 KM (0.4 MI) TO A T-ROAD. TURN RIGHT, NORTHWEST, ON SOUTH
 LX3626'ELLSWORTH ROAD FOR 0.4 KM (0.25 MI) TO A DIRT ROAD LEFT. TURN LEFT,
 LX3626'SOUTHWEST, ON MODLEY ROAD FOR 1.9 KM (1.15 MI) TO A WOODS ROAD
 LX3626'RIGHT AT UTILITY POLE 1574. TURN RIGHT, WEST FOR 0.4 KM (0.25 MI) TO
 LX3626'A WOODS ROAD LEFT AT A GAP IN A STONE WALL. TURN LEFT AND FOLLOW
 LX3626'ROAD UPHILL FOR 0.5 KM (0.3 MI) TO HIGH GROUND AND THE STATION AT
 LX3626'THE END OF ROAD.
 LX3626'
 LX3626'THE STATION IS A STANDARD NGS DISK
 LX3626'STAMPED---ELLSWORTH      1984---,
 LX3626'SET INTO A DRILL HOLE IN A PARTILALLY EXPOSED BOULDER 1.7 METERS
 LX3626'LARGEST DIMENSION. LOCATED
 LX3626'7.77 METERS (25.5 FT) WEST FROM A 30 CM IN DIAMETER TRIANGULAR
 LX3626'BLAZED OAK TREE,
 LX3626'1.45 METERS (4.76 FT) SOUTHEAST FROM A DEAD 30 CM IN DIAMETER
 LX3626'TRIANGULAR BLAZED OAK TREE,
 LX3626'1.4 METERS (4.6 FT) NORTH-NORTHEAST FROM A 30 CM IN DIAMETER
 LX3626'TRIANGLULAR BLAZED OAK TREE AND AT THE END OF WOODS ROAD.
 LX3626'
 LX3626'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX3626'STAMPED---ELLSWORTH      NO 1 1984---,
 LX3626'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX3626'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 LX3626'13.37 METERS (43.86 FT) NORTH-NORTHWEST FROM A 30 CM IN DIAMETER
 LX3626'TRIANGULAR BLAZED OAK TREE AND
 LX3626'5.8 METERS (19.0 FT) SOUTHWEST FROM A 25 CM IN DIAMETER TRIANGULAR
 LX3626'BLAZED WHITE OAK TREE.
 LX3626'MARK IS 0.3 METER BELOW THE STATION.
 LX3626'
 LX3626'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX3626'STAMPED---ELLSWORTH      NO 2 1984---,
 LX3626'SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER 0.75 METER
 LX3626'LARGEST DIMENSION. LOCATED
 LX3626'10.70 METERS (35.1 FT) NORTH-NORTHEAST FROM A 30 CM IN DIAMETER
 LX3626'TRIANGULAR BLAZED OAK TREE,
 LX3626'4.60 METERS (15.1 FT) NORTH FROM THE APPROXIMATE CENTER OF WOODS
 LX3626'ROAD AND
 LX3626'3.4 METERS (11.3 FT) WEST FROM A 70 CM IN DIAMETER TWIN TRUNKED
 LX3626'OAK TREE.
 LX3626'MARK IS LEVEL WITH THE STATION.
 LX3626'
 LX3626'NO LIGHT WAS SHOWN FROM THIS STATION.
 LX3626'
 LX3626'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3626'
 LX3626'A PRECISE TAPED TRAVERSE WAS MADE TO ELLSWORTH RM 1     .
 LX3626'
 LX3626'DESCRIBED BY D. L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7347 ***********************************************************************
 LX7347  DESIGNATION -  ELLSWORTH RM 1
 LX7347  PID         -  LX7347
 LX7347  STATE/COUNTY-  CT/LITCHFIELD
 LX7347  USGS QUAD   -  ELLSWORTH (1969)
 LX7347
 LX7347                         *CURRENT SURVEY CONTROL
 LX7347  ___________________________________________________________________
 LX7347* NAD 83(1996)-  41 48 07.94041(N)    073 27 11.38293(W)     ADJUSTED  
 LX7347* NAVD 88     -       471.5    (meters)    1547.     (feet)  VERTCON   
 LX7347  ___________________________________________________________________
 LX7347  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 LX7347  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX7347
 LX7347  HORZ ORDER  -  FIRST
 LX7347
 LX7347.The horizontal coordinates were established by classical geodetic methods
 LX7347.and adjusted by the National Geodetic Survey in August 1998..
 LX7347
 LX7347.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7347
 LX7347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7347
 LX7347.The geoid height was determined by GEOID03.
 LX7347
 LX7347;                    North         East     Units Scale Factor Converg.
 LX7347;SPC CT       -   260,241.304   246,364.035   MT  0.99999410   -0 27 58.5
 LX7347;SPC CT       -   853,808.34    808,279.34   sFT  0.99999410   -0 27 58.5
 LX7347;SPC NY E     -   330,162.704   236,991.252   MT  0.99999309   +0 41 52.2
 LX7347;SPC NY E     - 1,083,208.80    777,528.80   sFT  0.99999309   +0 41 52.2
 LX7347;UTM  18      - 4,628,972.111   628,503.170   MT  0.99980320   +1 01 52.3
 LX7347
 LX7347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7347!SPC CT       -   0.99993078  x   0.99999410  =   0.99992488
 LX7347!SPC NY E     -   0.99993078  x   0.99999309  =   0.99992387
 LX7347!UTM  18      -   0.99993078  x   0.99980320  =   0.99973399
 LX7347
 LX7347|---------------------------------------------------------------------|
 LX7347| PID    Reference Object                     Distance      Geod. Az  |
 LX7347|                                                           dddmmss.s |
 LX7347| CR8719 ELLSWORTH RM 2                       16.272 METERS 07849     |
 LX7347| LX3626 ELLSWORTH                            12.582 METERS 13037     |
 LX7347|---------------------------------------------------------------------|
 LX7347
 LX7347                          SUPERSEDED SURVEY CONTROL
 LX7347
 LX7347  NAD 83(1996)-  41 48 07.94035(N)    073 27 11.38333(W) AD(       ) 1
 LX7347  NAD 83(1992)-  41 48 07.94053(N)    073 27 11.38365(W) AD(       ) 1
 LX7347  NAD 83(1992)-  41 48 07.94167(N)    073 27 11.38444(W) AD(       ) 1
 LX7347  NAD 83(1986)-  41 48 07.94120(N)    073 27 11.38264(W) AD(       ) 1
 LX7347  NAD 83(1986)-  41 48 07.94138(N)    073 27 11.38237(W) AD(       ) 2
 LX7347  NGVD 29 (07/14/89)  471.7    (m)         1548.     (f) VERT ANG       
 LX7347
 LX7347.Superseded values are not recommended for survey control.
 LX7347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7347.See file dsdata.txt to determine how the superseded data were derived.
 LX7347
 LX7347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2850328972(NAD 83)
 LX7347_MARKER: DR = REFERENCE MARK DISK
 LX7347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7347_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7347+STABILITY: SURFACE MOTION
 LX7347
 LX7347  HISTORY     - Date     Condition        Report By
 LX7347  HISTORY     - 1984     MONUMENTED       NGS
 LX7347
 LX7347                          STATION DESCRIPTION
 LX7347
 LX7347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7347'THE STATION IS LOCATED ABOUT 11.4 KM (7.1 MI)
 LX7347'NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 45 AND 341 AT WARREN,
 LX7347'7.7 KM (4.8 MI) WEST-SOUTHWEST FROM THE JUNCTION OF U.S. HIGHWAY 7
 LX7347'AND STATE HIGHWAY 4 AT CORNWALL BRIDGE AND 4.0 KM (2.5 MI) EAST
 LX7347'FROM THE NEW YORK STATE LINE.
 LX7347'OWNERSHIP--MR HOWARD RANDALL, ROUTE 1 BOX 115 F, SHARON CT 06039,
 LX7347'PHONE 203-364-5710.
 LX7347'
 LX7347'TO REACH THE STATION FROM THE NORTH JUNCTION OF U.S. HIGHWAY 7 AND
 LX7347'STATE HIGHWAY 4 IN CORNWALL BRIDGE, GO NORTHWEST ON HIGHWAY 4 FOR
 LX7347'2.3 KM (1.4 MI) TO A PAVED ROAD RIGHT AT SMALL BRIDGE. CONTINUE
 LX7347'AHEAD FOR 0.4 KM (0.25 MI) TO PAVED ROAD LEFT, NORTHRUP ROAD, AT
 LX7347'HUGE BOULDER. TURN LEFT, SOUTHWEST ON NORTHRUP ROAD FOR 1.5 KM
 LX7347'(0.95 MI) TO A FORK AT TOP OF HILL. BEAR LEFT ON NORTHRUP ROAD FOR
 LX7347'0.6 KM (0.4 MI) TO A T-ROAD. TURN RIGHT, NORTHWEST, ON SOUTH
 LX7347'ELLSWORTH ROAD FOR 0.4 KM (0.25 MI) TO A DIRT ROAD LEFT. TURN LEFT
 LX7347'SOUTHWEST, ON MODLEY ROAD FOR 1.9 KM (1.15 MI) TO A WOODS ROAD
 LX7347'RIGHT AT UTILITY POLE 1574. TURN RIGHT, WEST FOR 0.4 KM (0.25 MI)
 LX7347'TO A WOODS ROAD LEFT AT A GAP IN A STONE WALL. TURN LEFT AND FOLLOW
 LX7347'ROAD UPHILL FOR 0.5KM (0.3 MI) TO HIGH GROUND AND THE STATION.
 LX7347'
 LX7347'THE STATION IS A STANDARD NGS DISK
 LX7347'STAMPED---ELLSWORTH      NO 1 1984---,
 LX7347'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7347'30 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
 LX7347'13.37 METERS (43.86 FT) NORTH-NORTHWEST FROM A 30 CM IN DIAMETER
 LX7347'TRIANGULAR BLAZED OAK TREE AND
 LX7347'5.8 METERS (19.0 FT) SOUTHWEST FROM A 25 CM IN DIAMETER TRIANGULAR
 LX7347'BLAZED WHITE OAK TREE.
 LX7347'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7347'STAMPED---ELLSWORTH      NO 1 1984---,
 LX7347'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7347'
 LX7347'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7347'STAMPED---ELLSWORTH      NO 2 1984---,
 LX7347'SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER 0.75 METER
 LX7347'LARGEST DIMENSION. LOCATED
 LX7347'10.70 METERS (35.1 FT) NORTH-NORTHEAST FROM A 30 CM IN DIAMETER
 LX7347'TRIANGULAR BLAZED OAK TREE,
 LX7347'4.60 METERS (15.1 FT) NORTH FROM THE APPROXIMATE CENTER OF WOODS
 LX7347'ROAD AND
 LX7347'3.45 METERS (11.3 FT) WEST FROM A 70 CM IN DIAMETER TWIN TRUNKED
 LX7347'OAK TREE.
 LX7347'MARK IS 0.3 METER ABOVE THE STATION.
 LX7347'
 LX7347'HEIGHT OF LIGHT SHOWN WAS 26.9 METERS ABOVE THE MARK.
 LX7347'
 LX7347'A PRECISE TAPED TRAVERSE WAS MADE TO ELLSWORTH     .
 LX7347'
 LX7347'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7347'
 LX7347'DESCRIBED BY D. L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3907 ***********************************************************************
 LX3907  DESIGNATION -  ELM
 LX3907  PID         -  LX3907
 LX3907  STATE/COUNTY-  CT/FAIRFIELD
 LX3907  USGS QUAD   -  STAMFORD (1984)
 LX3907
 LX3907                         *CURRENT SURVEY CONTROL
 LX3907  ___________________________________________________________________
 LX3907* NAD 83(1996)-  41 02 59.08623(N)    073 31 28.48480(W)     ADJUSTED  
 LX3907* NAVD 88     -                                                        
 LX3907  ___________________________________________________________________
 LX3907  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 LX3907  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX3907
 LX3907  HORZ ORDER  -  THIRD
 LX3907
 LX3907.The horizontal coordinates were established by classical geodetic methods
 LX3907.and adjusted by the National Geodetic Survey in August 1998..
 LX3907
 LX3907
 LX3907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3907
 LX3907.The geoid height was determined by GEOID03.
 LX3907
 LX3907;                    North         East     Units Scale Factor Converg.
 LX3907;SPC CT       -   176,726.304   239,679.938   MT  1.00001858   -0 30 48.9
 LX3907;SPC CT       -   579,809.55    786,349.93   sFT  1.00001858   -0 30 48.9
 LX3907;SPC NY L     -    98,172.550   339,969.377   MT  1.00000095   +0 18 39.5
 LX3907;SPC NY L     -   322,087.77  1,115,382.86   sFT  1.00000095   +0 18 39.5
 LX3907;UTM  18      - 4,545,327.937   623,993.726   MT  0.99978922   +0 58 08.6
 LX3907
 LX3907                          SUPERSEDED SURVEY CONTROL
 LX3907
 LX3907  NAD 83(1992)-  41 02 59.08704(N)    073 31 28.48385(W) AD(       ) 4
 LX3907  NAD 83(1986)-  41 02 59.08685(N)    073 31 28.48511(W) AD(       ) 4
 LX3907  NAD 27      -  41 02 58.76000(N)    073 31 30.04000(W) AD(       ) 3
 LX3907
 LX3907.Superseded values are not recommended for survey control.
 LX3907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3907.See file dsdata.txt to determine how the superseded data were derived.
 LX3907
 LX3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2399445328(NAD 83)
 LX3907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3907+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2000
 LX3907
 LX3907  HISTORY     - Date     Condition        Report By
 LX3907  HISTORY     - 1931     MONUMENTED       CGS
 LX3907  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3907  HISTORY     - 1984     GOOD             USPSQD
 LX3907  HISTORY     - 1987     GOOD             USPSQD
 LX3907  HISTORY     - 1988     GOOD             USPSQD
 LX3907  HISTORY     - 19930903 GOOD             USPSQD
 LX3907  HISTORY     - 20000930 GOOD             LOCENG
 LX3907
 LX3907                          STATION DESCRIPTION
 LX3907
 LX3907'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3907'THE SPIRE OF THE ELM STREET CATHOLIC CHURCH WHICH IS LOCATED AT
 LX3907'THE INTERSECTION OF SHIPPAN AVENUE AND ELM STREET, STAMFORD,
 LX3907'CONNECTICUT.  THE CHURCH IS A GREY GRANITE STRUCTURE.  THE SPIRE IS
 LX3907'BLACK IN APPEARANCE AND IS QUITE PROMINENT.
 LX3907
 LX3907                          STATION RECOVERY (1958)
 LX3907
 LX3907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3907'RECOVERED AS DESCRIBED.  EXCELLENT CONDITION.  LOWER PART OF SPIRE
 LX3907'IS BLACK IN APPEARANCE.  UPPER SLENDER PART NOW HAS PATINA, WHERE
 LX3907'COPPER SHEATHING HAS OXIDIZED, LEAVING A LIGHT GREEN FILM.
 LX3907
 LX3907                          STATION RECOVERY (1984)
 LX3907
 LX3907'RECOVERY NOTE BY US POWER SQUADRON 1984 (WHS)
 LX3907'SUGGESTED NEW WORDING--RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.
 LX3907'THE CHURCH SPIRE WHICH HAS A COPPER SHEATHING IS NOW ALL GREEN AND
 LX3907'NOT BLACK DUE TO OXIDIZING.
 LX3907
 LX3907                          STATION RECOVERY (1987)
 LX3907
 LX3907'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRH)
 LX3907'RECOVERED IN GOOD CONDITION.
 LX3907
 LX3907                          STATION RECOVERY (1988)
 LX3907
 LX3907'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHS)
 LX3907'RECOVERED IN GOOD CONDITION.
 LX3907
 LX3907                          STATION RECOVERY (1993)
 LX3907
 LX3907'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX3907'RECOVERED IN GOOD CONDITION.
 LX3907
 LX3907                          STATION RECOVERY (2000)
 LX3907
 LX3907'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 LX3907'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6011 ***********************************************************************
 LX6011  DESIGNATION -  ELMWOOD FARM BARN GABLE
 LX6011  PID         -  LX6011
 LX6011  STATE/COUNTY-  CT/MIDDLESEX
 LX6011  USGS QUAD   -  DEEP RIVER (1971)
 LX6011
 LX6011                         *CURRENT SURVEY CONTROL
 LX6011  ___________________________________________________________________
 LX6011* NAD 83(1996)-  41 25 21.11710(N)    072 26 39.10478(W)     ADJUSTED  
 LX6011* NAVD 88     -                                                        
 LX6011  ___________________________________________________________________
 LX6011  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 LX6011  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX6011
 LX6011  HORZ ORDER  -  THIRD
 LX6011
 LX6011.The horizontal coordinates were established by classical geodetic methods
 LX6011.and adjusted by the National Geodetic Survey in August 1998..
 LX6011
 LX6011
 LX6011.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6011
 LX6011.The geoid height was determined by GEOID03.
 LX6011
 LX6011;                    North         East     Units Scale Factor Converg.
 LX6011;SPC CT       -   217,880.683   330,364.059   MT  0.99998501   +0 12 10.0
 LX6011;SPC CT       -   714,830.21  1,083,869.42   sFT  0.99998501   +0 12 10.0
 LX6011;UTM  18      - 4,588,816.620   713,577.465   MT  1.00016140   +1 41 29.7
 LX6011
 LX6011                          SUPERSEDED SURVEY CONTROL
 LX6011
 LX6011  NAD 83(1992)-  41 25 21.11626(N)    072 26 39.10450(W) AD(       ) 4
 LX6011  NAD 83(1986)-  41 25 21.11805(N)    072 26 39.10738(W) AD(       ) 4
 LX6011  NAD 27      -  41 25 20.75400(N)    072 26 40.81100(W) AD(       ) 3
 LX6011
 LX6011.Superseded values are not recommended for survey control.
 LX6011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6011.See file dsdata.txt to determine how the superseded data were derived.
 LX6011
 LX6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1357788817(NAD 83)
 LX6011
 LX6011  HISTORY     - Date     Condition        Report By
 LX6011  HISTORY     - 1934     MONUMENTED       CGS
 LX6011  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6011
 LX6011                          STATION DESCRIPTION
 LX6011
 LX6011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6011'THE FARM OF CASTELLI BROTHERS IS ON THE E SIDE OF ROUTE 9
 LX6011'0.9 MILE S OF THE CHESTER-HADDAM TOWN LINE.
 LX6011'
 LX6011'THE FARM BUILDINGS ARE ON A SLIGHT RISE WELL BACK FROM THE
 LX6011'HIGHWAY.
 LX6011'
 LX6011'THERE ARE SEVERAL LARGE BARNS IN THE GROUP AS WELL AS SMALLER
 LX6011'OUT BUILDINGS.  THE BARNS ARE PAINTED RED WITH WHITE TRIM.  ALL
 LX6011'BUILDINGS BUT ONE HAVE RED ROOFS.  THAT ONE HAS AN UNPAINTED
 LX6011'GALVANIZED IRON COVER.
 LX6011'
 LX6011'THE GABLES OF THIS BARN FACE E AND W.  THREE WOODEN SILOS ARE
 LX6011'DIRECTLY E AND A LOW CATTLE BARN IS ATTACHED TO THE N SIDE.
 LX6011'
 LX6011'CENTER IS THE APEX OF THE E GABLE OF THE GALVANIZED ROOFED BARN.
 LX6011'
 LX6011'IT IS ABOUT 175 METERS E OF THE HIGHWAY.
 LX6011
 LX6011                          STATION RECOVERY (1948)
 LX6011
 LX6011'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6011'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5815 ***********************************************************************
 LX5815  DESIGNATION -  ELYS CHIMNEY
 LX5815  PID         -  LX5815
 LX5815  STATE/COUNTY-  CT/NEW LONDON
 LX5815  USGS QUAD   -  OLD LYME (1976)
 LX5815
 LX5815                         *CURRENT SURVEY CONTROL
 LX5815  ___________________________________________________________________
 LX5815* NAD 83(1996)-  41 21 29.70548(N)    072 20 38.81905(W)     ADJUSTED  
 LX5815* NAVD 88     -                                                        
 LX5815  ___________________________________________________________________
 LX5815  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX5815  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX5815
 LX5815  HORZ ORDER  -  THIRD
 LX5815
 LX5815.The horizontal coordinates were established by classical geodetic methods
 LX5815.and adjusted by the National Geodetic Survey in August 1998..
 LX5815
 LX5815
 LX5815.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5815
 LX5815.The geoid height was determined by GEOID03.
 LX5815
 LX5815;                    North         East     Units Scale Factor Converg.
 LX5815;SPC CT       -   210,776.169   338,763.590   MT  0.99998780   +0 16 08.8
 LX5815;SPC CT       -   691,521.48  1,111,426.88   sFT  0.99998780   +0 16 08.8
 LX5815;UTM  18      - 4,581,931.205   722,160.309   MT  1.00020744   +1 45 20.3
 LX5815
 LX5815                          SUPERSEDED SURVEY CONTROL
 LX5815
 LX5815  NAD 83(1992)-  41 21 29.70451(N)    072 20 38.81868(W) AD(       ) 4
 LX5815  NAD 83(1986)-  41 21 29.70624(N)    072 20 38.82198(W) AD(       ) 4
 LX5815  NAD 27      -  41 21 29.35400(N)    072 20 40.53700(W) AD(       ) 3
 LX5815
 LX5815.Superseded values are not recommended for survey control.
 LX5815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5815.See file dsdata.txt to determine how the superseded data were derived.
 LX5815
 LX5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2216081931(NAD 83)
 LX5815
 LX5815  HISTORY     - Date     Condition        Report By
 LX5815  HISTORY     - 1934     MONUMENTED       CGS
 LX5815  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5815  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5815  HISTORY     - 1984     GOOD             USPSQD
 LX5815
 LX5815                          STATION DESCRIPTION
 LX5815
 LX5815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5815'THE SUMMER RESIDENCE OF R.D. ELY IS ON LORDS HILL, W OF ROUTE 86
 LX5815'AT A POINT ABOUT 2.8 MILES ABOVE THE SAYBROOK BRIDGE.  THE HOME
 LX5815'IS KNOWN LOCALLY AS THE ELY MANSION.  IT IS THREE STORIES HIGH
 LX5815'AND ALMOST SQUARE IN PLAN.
 LX5815'
 LX5815'THE TWO LOWER STORIES ARE OF NATIVE STONE MASONRY, THE THIRD
 LX5815'OF WOOD.  ALL THE WINDOWS HAVE GREEN SHUTTERS.  THE ROOF IS VERY
 LX5815'NEARLY FLAT AND HAS A RAILED OBSERVATION PLATFORM IN THE
 LX5815'CENTER.  THE E AND W SIDES OF THE PLATFORM MEET THE CHIMNEYS.
 LX5815'
 LX5815'THE WESTERLY CHIMNEY IS DIVIDED, BUT FROM A DISTANCE, APPEARS AS
 LX5815'ONE.  THE EASTERLY CHIMNEY IS SIMILAR IN APPEARANCE BUT IS
 LX5815'UNDIVIDED.  BOTH CHIMNEYS AND THE TOP STORY ARE PAINTED WHITE.
 LX5815'
 LX5815'CENTER IS THE CENTER LINE OF THE EASTERLY CHIMNEY.
 LX5815'
 LX5815'THE HOUSE IS A PROMINENT LANDMARK COMING UP-RIVER.
 LX5815
 LX5815                          STATION RECOVERY (1948)
 LX5815
 LX5815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5815'STATION RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE
 LX5815'WITH THE FOLLOWING EXCEPTION--THE OBSERVATION PLATFORM IS NO
 LX5815'LONGER ENCLOSED BY RAILING.
 LX5815
 LX5815                          STATION RECOVERY (1969)
 LX5815
 LX5815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5815'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE
 LX5815'EXCEPTION OF OBSERVATION PLATFORM WHICH IS NO LONGER ENCLOSED BY
 LX5815'RAILING.
 LX5815
 LX5815                          STATION RECOVERY (1984)
 LX5815
 LX5815'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5815'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS COMPLETE
 LX5815'AND ACCURATE EXCEPT THE ROAD HAS BEEN RENUMBERED AS ROUTE 156.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6039 ***********************************************************************
 LX6039  DESIGNATION -  ELYS GABLE
 LX6039  PID         -  LX6039
 LX6039  STATE/COUNTY-  CT/MIDDLESEX
 LX6039  USGS QUAD   -  DEEP RIVER (1971)
 LX6039
 LX6039                         *CURRENT SURVEY CONTROL
 LX6039  ___________________________________________________________________
 LX6039* NAD 83(1996)-  41 27 07.71017(N)    072 28 45.88625(W)     ADJUSTED  
 LX6039* NAVD 88     -                                                        
 LX6039  ___________________________________________________________________
 LX6039  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LX6039  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6039
 LX6039  HORZ ORDER  -  THIRD
 LX6039
 LX6039.The horizontal coordinates were established by classical geodetic methods
 LX6039.and adjusted by the National Geodetic Survey in August 1998..
 LX6039
 LX6039
 LX6039.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6039
 LX6039.The geoid height was determined by GEOID03.
 LX6039
 LX6039;                    North         East     Units Scale Factor Converg.
 LX6039;SPC CT       -   221,159.264   327,409.830   MT  0.99998415   +0 10 45.9
 LX6039;SPC CT       -   725,586.69  1,074,177.08   sFT  0.99998415   +0 10 45.9
 LX6039;UTM  18      - 4,592,017.852   710,538.509   MT  1.00014553   +1 40 09.2
 LX6039
 LX6039                          SUPERSEDED SURVEY CONTROL
 LX6039
 LX6039  NAD 83(1992)-  41 27 07.70937(N)    072 28 45.88604(W) AD(       ) 4
 LX6039  NAD 83(1986)-  41 27 07.71118(N)    072 28 45.88861(W) AD(       ) 4
 LX6039  NAD 27      -  41 27 07.35000(N)    072 28 47.59000(W) AD(       ) 3
 LX6039
 LX6039.Superseded values are not recommended for survey control.
 LX6039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6039.See file dsdata.txt to determine how the superseded data were derived.
 LX6039
 LX6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1053992018(NAD 83)
 LX6039
 LX6039  HISTORY     - Date     Condition        Report By
 LX6039  HISTORY     - 1934     MONUMENTED       CGS
 LX6039
 LX6039                          STATION DESCRIPTION
 LX6039
 LX6039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6039'JOHN ELYS RESIDENCE IS ON THE W SIDE OF ROUTE 9 ABOUT 0.4 MILE
 LX6039'N OF THE W APPROACH TO THE EAST HADDAM BRIDGE.  THE HOUSE IS
 LX6039'1-1/2 STORIES HIGH WITH CROSSED RIDGEPOLES.  THEREFORE IT SHOWS
 LX6039'A BROAD GABLE N, E, S, AND W.  THE FIRST STORY IS COVERED WITH
 LX6039'WHITE CLAPBOARDS, GABLES AND ROOF WITH DARK GREEN COMPOSITION
 LX6039'SHINGLES.  THE ONE CHIMNEY IS NEAR THE MIDDLE OF THE ROOF.
 LX6039'THERE IS A PORCH ACROSS THE EASTERLY GABLE END.
 LX6039'
 LX6039'CENTER IS THE CENTER LINE OF THE E GABLE.
 LX6039'
 LX6039'IT IS ABOUT 38 METERS WESTERLY OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5880 ***********************************************************************
 LX5880  DESIGNATION -  ELYS LANDING DOCK HOUSE GABLE
 LX5880  PID         -  LX5880
 LX5880  STATE/COUNTY-  CT/NEW LONDON
 LX5880  USGS QUAD   -  ESSEX (1977)
 LX5880
 LX5880                         *CURRENT SURVEY CONTROL
 LX5880  ___________________________________________________________________
 LX5880* NAD 83(1996)-  41 21 45.47314(N)    072 22 33.78720(W)     ADJUSTED  
 LX5880* NAVD 88     -                                                        
 LX5880  ___________________________________________________________________
 LX5880  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LX5880  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5880
 LX5880  HORZ ORDER  -  THIRD
 LX5880
 LX5880.The horizontal coordinates were established by classical geodetic methods
 LX5880.and adjusted by the National Geodetic Survey in August 1998..
 LX5880
 LX5880
 LX5880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5880
 LX5880.The geoid height was determined by GEOID03.
 LX5880
 LX5880;                    North         East     Units Scale Factor Converg.
 LX5880;SPC CT       -   211,250.536   336,089.238   MT  0.99998757   +0 14 52.6
 LX5880;SPC CT       -   693,077.80  1,102,652.78   sFT  0.99998757   +0 14 52.6
 LX5880;UTM  18      - 4,582,336.117   719,473.981   MT  1.00019284   +1 44 04.8
 LX5880
 LX5880                          SUPERSEDED SURVEY CONTROL
 LX5880
 LX5880  NAD 83(1992)-  41 21 45.47222(N)    072 22 33.78686(W) AD(       ) 4
 LX5880  NAD 83(1986)-  41 21 45.47407(N)    072 22 33.79013(W) AD(       ) 4
 LX5880  NAD 27      -  41 21 45.12000(N)    072 22 35.50000(W) AD(       ) 3
 LX5880
 LX5880.Superseded values are not recommended for survey control.
 LX5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5880.See file dsdata.txt to determine how the superseded data were derived.
 LX5880
 LX5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1947482336(NAD 83)
 LX5880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5880+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 LX5880
 LX5880  HISTORY     - Date     Condition        Report By
 LX5880  HISTORY     - 1934     MONUMENTED       CGS
 LX5880  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5880  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5880  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5880  HISTORY     - 20040901 GOOD             USPSQD
 LX5880
 LX5880                          STATION DESCRIPTION
 LX5880
 LX5880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5880'THIS STATION IS ON THE UNUSED STEAMBOAT DOCK AT ELYS LANDING.  THE
 LX5880'BUILDING IS A 1-STORY FRAME STRUCTURE WITH GABLES FACING E AND
 LX5880'W.  THE SIDES HAVE A SUGGESTION OF RED PAINT AND THE SHINGLED
 LX5880'ROOF IS IN BAD REPAIR.  THE PILING FOUNDATION IS ROTTED AND
 LX5880'DELAPIDATED.
 LX5880'
 LX5880'CENTER IS THE APEX OF THE W GABLE.
 LX5880
 LX5880                          STATION RECOVERY (1948)
 LX5880
 LX5880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5880'STATION RECOVERED AS DESCRIBED EXCEPT--
 LX5880'
 LX5880'1.  ROOF HAS BEEN SHINGLED.
 LX5880'
 LX5880'2.  ADDITIONAL PILING AND SUPPORTS HAVE BEEN ADDED.
 LX5880'
 LX5880'STATION SHOULD BE USED WITH CAUTION, SINCE EXACT EXTENT OF
 LX5880'REPAIRS COULD NOT BE DETERMINED LOCALLY.
 LX5880
 LX5880                          STATION RECOVERY (1961)
 LX5880
 LX5880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5880'THE STATION WAS RECOVERED IN GOOD CONDITION.  ADDITIONAL REPAIRS
 LX5880'HAVE BEEN MADE TO THE PIER AND HOUSE.  BUT THE OWNER CLAIMS THE
 LX5880'W. GABLE IS IN ITS ORIGINAL POSITION.  LOCATION OF THIS STATION
 LX5880'SHOULD BE USED WITH CAUTION.
 LX5880
 LX5880                          STATION RECOVERY (1969)
 LX5880
 LX5880'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5880'THE STATION APPARENTLY RECOVERED IN GOOD CONDITION.  NEW PILINGS
 LX5880'HAVE REPLACED THE OLD ONES BUT THE BUILDING IS BELIEVED TO BE IN
 LX5880'ITS ORIGINAL LOCATION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX5880
 LX5880                          STATION RECOVERY (2004)
 LX5880
 LX5880'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX5880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5810 ***********************************************************************
 LX5810  DESIGNATION -  ELYS RED BARN CUPOLA
 LX5810  PID         -  LX5810
 LX5810  STATE/COUNTY-  CT/NEW LONDON
 LX5810  USGS QUAD   -  OLD LYME (1976)
 LX5810
 LX5810                         *CURRENT SURVEY CONTROL
 LX5810  ___________________________________________________________________
 LX5810* NAD 83(1996)-  41 21 24.71030(N)    072 20 32.58882(W)     ADJUSTED  
 LX5810* NAVD 88     -                                                        
 LX5810  ___________________________________________________________________
 LX5810  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LX5810  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX5810
 LX5810  HORZ ORDER  -  THIRD
 LX5810
 LX5810.The horizontal coordinates were established by classical geodetic methods
 LX5810.and adjusted by the National Geodetic Survey in August 1998..
 LX5810
 LX5810
 LX5810.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5810
 LX5810.The geoid height was determined by GEOID03.
 LX5810
 LX5810;                    North         East     Units Scale Factor Converg.
 LX5810;SPC CT       -   210,622.751   338,909.128   MT  0.99998788   +0 16 13.0
 LX5810;SPC CT       -   691,018.14  1,111,904.36   sFT  0.99998788   +0 16 13.0
 LX5810;UTM  18      - 4,581,781.582   722,309.811   MT  1.00020826   +1 45 24.2
 LX5810
 LX5810                          SUPERSEDED SURVEY CONTROL
 LX5810
 LX5810  NAD 83(1992)-  41 21 24.70933(N)    072 20 32.58845(W) AD(       ) 4
 LX5810  NAD 83(1986)-  41 21 24.71107(N)    072 20 32.59179(W) AD(       ) 4
 LX5810  NAD 27      -  41 21 24.35900(N)    072 20 34.30700(W) AD(       ) 3
 LX5810
 LX5810.Superseded values are not recommended for survey control.
 LX5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5810.See file dsdata.txt to determine how the superseded data were derived.
 LX5810
 LX5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2231081782(NAD 83)
 LX5810
 LX5810  HISTORY     - Date     Condition        Report By
 LX5810  HISTORY     - 1935     MONUMENTED       CGS
 LX5810  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5810  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5810
 LX5810                          STATION DESCRIPTION
 LX5810
 LX5810'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5810'THIS BARN IS ONE OF THE FARM BUILDINGS ON THE ESTATE OF R.D. ELY,
 LX5810'ON THE W SIDE OF ROUTE 86 ABOUT 2.8 MILES FROM THE SAYBROOK
 LX5810'BRIDGE.
 LX5810'
 LX5810'THE BARN IS LOCATED ABOUT 75 METERS W OF THE CENTER LINE OF THE
 LX5810'HIGHWAY, THE MOST WESTERLY BUILDING NEAR THE HOME OF THE FARM
 LX5810'SUPERINTENDENT.  THE GABLE ENDS OF THE BARN SHOW TO THE E AND
 LX5810'W.  IT IS PAINTED RED AND HAS A RED VENTILATING CUPOLA IN THE
 LX5810'MIDDLE OF THE ROOF.  THE CUPOLA HAS GREEN SHUTTERED OPENINGS IN
 LX5810'EACH SIDE AND A GILDED HORSE FOR A WEATHER VANE AT THE APEX OF
 LX5810'THE ROOF.
 LX5810'
 LX5810'CENTER IS THE AXIS OF THE WEATHER VANE.
 LX5810
 LX5810                          STATION RECOVERY (1948)
 LX5810
 LX5810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5810'STATION RECOVERED AS DESCRIBED, EXCEPT THAT GILDED HORSE WEATHER
 LX5810'VANE HAS BEEN REMOVED.  THE DESCRIPTION IS ADEQUATE.
 LX5810
 LX5810                          STATION RECOVERY (1961)
 LX5810
 LX5810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5810'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX5810'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5820 ***********************************************************************
 LX5820  DESIGNATION -  ELYS WHITE BARN CUPOLA
 LX5820  PID         -  LX5820
 LX5820  STATE/COUNTY-  CT/NEW LONDON
 LX5820  USGS QUAD   -  OLD LYME (1976)
 LX5820
 LX5820                         *CURRENT SURVEY CONTROL
 LX5820  ___________________________________________________________________
 LX5820* NAD 83(1996)-  41 19 44.90618(N)    072 19 35.61468(W)     ADJUSTED  
 LX5820* NAVD 88     -                                                        
 LX5820  ___________________________________________________________________
 LX5820  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 LX5820  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5820
 LX5820  HORZ ORDER  -  THIRD
 LX5820
 LX5820.The horizontal coordinates were established by classical geodetic methods
 LX5820.and adjusted by the National Geodetic Survey in August 1998..
 LX5820
 LX5820
 LX5820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5820
 LX5820.The geoid height was determined by GEOID03.
 LX5820
 LX5820;                    North         East     Units Scale Factor Converg.
 LX5820;SPC CT       -   207,550.219   340,248.513   MT  0.99998948   +0 16 50.8
 LX5820;SPC CT       -   680,937.68  1,116,298.66   sFT  0.99998948   +0 16 50.8
 LX5820;UTM  18      - 4,578,744.137   723,728.740   MT  1.00021605   +1 45 58.4
 LX5820
 LX5820                          SUPERSEDED SURVEY CONTROL
 LX5820
 LX5820  NAD 83(1992)-  41 19 44.90520(N)    072 19 35.61432(W) AD(       ) 4
 LX5820  NAD 83(1986)-  41 19 44.90702(N)    072 19 35.61774(W) AD(       ) 4
 LX5820  NAD 27      -  41 19 44.55500(N)    072 19 37.33200(W) AD(       ) 3
 LX5820
 LX5820.Superseded values are not recommended for survey control.
 LX5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5820.See file dsdata.txt to determine how the superseded data were derived.
 LX5820
 LX5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2372978744(NAD 83)
 LX5820
 LX5820  HISTORY     - Date     Condition        Report By
 LX5820  HISTORY     - 1934     MONUMENTED       CGS
 LX5820  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5820  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5820
 LX5820                          STATION DESCRIPTION
 LX5820
 LX5820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5820'THIS STATION IS THE VENTILATING CUPOLA ON THE BARN OF THE PROPERTY
 LX5820'BELONGING TO CHARLES F. ELY ESTATE.  THE BARN IS THE MOST
 LX5820'NORTHERLY OF THE GROUP OF BUILDINGS ON THE PLACE.  IT IS ABOUT
 LX5820'135 METERS W OF THE CENTER LINE OF THE POST ROAD, JUST S OF THE
 LX5820'INTERSECTION OF SILL LANE.
 LX5820'
 LX5820'THE RIDGEPOLE OF THE MAIN BARN LIES N AND S BUT THERE IS AN
 LX5820'EXTENSIVE LOWER WING TO THE WESTWARD.  A GABLE ALSO FACES E.  THE
 LX5820'CUPOLA IS IN THE MIDDLE OF THE MAIN BARN ROOF.  IT HAS FOUR GABLES
 LX5820'WITH GREEN SHUTTERED OPENINGS IN EACH SIDE.  THERE IS A WOODEN
 LX5820'FINIAL IN THE MIDDLE OF THE CUPOLA ROOF.
 LX5820'
 LX5820'BOTH BARN AND CUPOLA ARE PAINTED WHITE.
 LX5820'
 LX5820'CENTER IS THE CENTER LINE OF THE FINIAL.
 LX5820
 LX5820                          STATION RECOVERY (1948)
 LX5820
 LX5820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5820'THE CUPOLA WAS BLOWN OFF DURING THE HURRICANE OF 1938.  IT IS
 LX5820'RECOMMENDED THAT THIS STATION BE CONSIDERED DESTROYED.
 LX5820
 LX5820                          STATION RECOVERY (1961)
 LX5820
 LX5820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5820'STATION COULD NOT BE FOUND.  THE BARN IS STILL INTACT, BUT THE
 LX5820'CUPOLA HAS BEEN REMOVED.  THIS STATION SHOULD BE CLASSIFIED
 LX5820'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5834 ***********************************************************************
 LX5834  DESIGNATION -  ELYS WINDMILL
 LX5834  PID         -  LX5834
 LX5834  STATE/COUNTY-  CT/NEW LONDON
 LX5834  USGS QUAD   -  OLD LYME (1976)
 LX5834
 LX5834                         *CURRENT SURVEY CONTROL
 LX5834  ___________________________________________________________________
 LX5834* NAD 83(1996)-  41 17 06.62265(N)    072 18 19.97365(W)     ADJUSTED  
 LX5834* NAVD 88     -                                                        
 LX5834  ___________________________________________________________________
 LX5834  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LX5834  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5834
 LX5834  HORZ ORDER  -  THIRD
 LX5834
 LX5834.The horizontal coordinates were established by classical geodetic methods
 LX5834.and adjusted by the National Geodetic Survey in August 1998..
 LX5834
 LX5834
 LX5834.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5834
 LX5834.The geoid height was determined by GEOID03.
 LX5834
 LX5834;                    North         East     Units Scale Factor Converg.
 LX5834;SPC CT       -   202,676.121   342,032.562   MT  0.99999249   +0 17 40.9
 LX5834;SPC CT       -   664,946.57  1,122,151.83   sFT  0.99999249   +0 17 40.9
 LX5834;SPC NY L     -   125,583.073   441,941.294   MT  1.00002369   +1 06 29.9
 LX5834;SPC NY L     -   412,017.13  1,449,935.73   sFT  1.00002369   +1 06 29.9
 LX5834;UTM  18      - 4,573,916.787   725,638.915   MT  1.00022663   +1 46 42.8
 LX5834
 LX5834                          SUPERSEDED SURVEY CONTROL
 LX5834
 LX5834  NAD 83(1992)-  41 17 06.62163(N)    072 18 19.97335(W) AD(       ) 4
 LX5834  NAD 83(1986)-  41 17 06.62338(N)    072 18 19.97676(W) AD(       ) 4
 LX5834  NAD 27      -  41 17 06.27900(N)    072 18 21.68600(W) AD(       ) 3
 LX5834
 LX5834.Superseded values are not recommended for survey control.
 LX5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5834.See file dsdata.txt to determine how the superseded data were derived.
 LX5834
 LX5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2563973917(NAD 83)
 LX5834
 LX5834  HISTORY     - Date     Condition        Report By
 LX5834  HISTORY     - 1934     MONUMENTED       CGS
 LX5834  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5834
 LX5834                          STATION DESCRIPTION
 LX5834
 LX5834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5834'THE RESIDENCE OF M.G. ELY IS LOCATED ON THE N SIDE OF ROUTE 156
 LX5834'ABOUT 2.75 MILES EASTERLY FROM THE OLD LYME CONGREGATIONAL
 LX5834'CHURCH.  THE COMBINATION WATER TOWER AND WINDMILL STRUCTURE
 LX5834'STANDS ABOUT 22 METERS E OF THE NE CORNER OF THE HOUSE AND ABOUT
 LX5834'IN LINE WITH THE N WALL.
 LX5834'
 LX5834'THE SUPPORTING STRUCTURE IS OF STEEL AND HAS A SMALL WOODEN
 LX5834'TANK, ENTIRELY INSIDE THE FRAMEWORK, ABOUT HALF-WAY UP THE
 LX5834'TOWER.  THE WINDMILL IS ABOUT 75 FEET OVER-ALL.
 LX5834'
 LX5834'CENTER IS THE APEX OF THE SUPPORTING TOWER.
 LX5834
 LX5834                          STATION RECOVERY (1954)
 LX5834
 LX5834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5834'STATION RECOVERED.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6894 ***********************************************************************
 LX6894  DESIGNATION -  EMMONS RESET
 LX6894  PID         -  LX6894
 LX6894  STATE/COUNTY-  CT/MIDDLESEX
 LX6894  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6894
 LX6894                         *CURRENT SURVEY CONTROL
 LX6894  ___________________________________________________________________
 LX6894* NAD 83(1996)-  41 32 06.22499(N)    072 32 06.04923(W)     ADJUSTED  
 LX6894* NAVD 88     -       166.     (meters)     545.     (feet)  SCALED    
 LX6894  ___________________________________________________________________
 LX6894  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LX6894  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6894
 LX6894  HORZ ORDER  -  THIRD
 LX6894
 LX6894.The horizontal coordinates were established by classical geodetic methods
 LX6894.and adjusted by the National Geodetic Survey in August 1998..
 LX6894
 LX6894.The orthometric height was scaled from a topographic map.
 LX6894
 LX6894.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6894
 LX6894.The geoid height was determined by GEOID03.
 LX6894
 LX6894;                    North         East     Units Scale Factor Converg.
 LX6894;SPC CT       -   230,355.499   322,741.138   MT  0.99998314   +0 08 33.2
 LX6894;SPC CT       -   755,758.00  1,058,859.88   sFT  0.99998314   +0 08 33.2
 LX6894;UTM  18      - 4,601,090.836   705,631.352   MT  1.00012039   +1 38 06.2
 LX6894
 LX6894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6894!SPC CT       -   0.99997868  x   0.99998314  =   0.99996182
 LX6894!UTM  18      -   0.99997868  x   1.00012039  =   1.00009906
 LX6894
 LX6894:                Primary Azimuth Mark                     Grid Az
 LX6894:SPC CT       -  E HAMPTON ST PATRICKS CH SPIRE           022 06 58.6
 LX6894:UTM  18      -  E HAMPTON ST PATRICKS CH SPIRE           020 37 25.6
 LX6894
 LX6894|---------------------------------------------------------------------|
 LX6894| PID    Reference Object                     Distance      Geod. Az  |
 LX6894|                                                           dddmmss.s |
 LX6894| LX6858 E HAMPTON ST PATRICKS CH SPIRE      APPROX. 5.3 KM 0221531.8 |
 LX6894| LX6861 TERPS SILO                          APPROX. 2.1 KM 0292145.2 |
 LX6894| CZ7323 EMMONS RM 3                                        06451     |
 LX6894| LX6896 CAVANAUGHS BARN GABLE               174.439 METERS 10355     |
 LX6894| LX6112 WATROUS BARN GABLE                  APPROX. 5.4 KM 2171035.8 |
 LX6894| CZ7321 EMMONS RM 1                          43.220 METERS 22245     |
 LX6894| LX6853 OAKBROOK FARM BARN GABLE            APPROX. 3.3 KM 2285012.9 |
 LX6894| LX6851 MOLLER                              APPROX. 3.1 KM 2342034.5 |
 LX6894| LX6845 HOUSKAS CUPOLA                      APPROX. 2.5 KM 2874058.1 |
 LX6894| LX6852 MULLERS GABLE                       APPROX. 2.9 KM 3003523.8 |
 LX6894| LX6850 TAYLORS TOWER                       APPROX. 3.6 KM 3150811.4 |
 LX6894| CZ7322 EMMONS RM 2                          22.100 METERS 32426     |
 LX6894| LX6847 ROGANS GARAGE GABLE                 APPROX. 5.4 KM 3252404.9 |
 LX6894| LX6868 SEBERTS HOUSE GABLE                 APPROX. 3.7 KM 3344633.4 |
 LX6894|---------------------------------------------------------------------|
 LX6894
 LX6894                          SUPERSEDED SURVEY CONTROL
 LX6894
 LX6894  NAD 83(1992)-  41 32 06.22429(N)    072 32 06.04910(W) AD(       ) 3
 LX6894  NAD 83(1986)-  41 32 06.22612(N)    072 32 06.05135(W) AD(       ) 3
 LX6894  NAD 27      -  41 32 05.86500(N)    072 32 07.73700(W) AD(       ) 3
 LX6894
 LX6894.Superseded values are not recommended for survey control.
 LX6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6894.See file dsdata.txt to determine how the superseded data were derived.
 LX6894
 LX6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0563101091(NAD 83)
 LX6894
 LX6894  HISTORY     - Date     Condition        Report By
 LX6894  HISTORY     - 1862     MONUMENTED       CGS
 LX6894  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6894  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6894  HISTORY     - 19971029 GOOD             USPSQD
 LX6894  HISTORY     - 20030816 MARK NOT FOUND   INDIV
 LX6894
 LX6894                          STATION DESCRIPTION
 LX6894
 LX6894'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (WSE)
 LX6894'ON A HILL ABOUT 3/4 MILE NE OF HADDAM NECK PRESBYTERIAN
 LX6894'CHURCH.  THIS HILL IS SOMETIMES CALLED HOG HILL.  STATION IS
 LX6894'ON LAND OWNED BY JOSEPH B. EMMONS.  STATION IS 8 FEET FROM A
 LX6894'TRIANGLE PAINTED ON A ROCK.
 LX6894
 LX6894                          STATION RECOVERY (1934)
 LX6894
 LX6894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6894'RECOVERED AS DESCRIBED.  THE STATION IS NOW ON THE PROPERTY OF
 LX6894'T.M. CAVANAUGH.  IT IS REACHED FROM COBALT FOUR CORNERS AS
 LX6894'FOLLOWS--TURN SOUTHERLY ON ROUTE 151, AND GO 2.5 MILES.  TURN
 LX6894'LEFT.  THIS POINT IS DIRECTLY OPPOSITE THE ENTRANCE TO HURD
 LX6894'PARK.  GO 0.32 MILE.  BEAR LEFT AND GO 0.3 MILE.  THE STATION
 LX6894'IS IN THE SECOND FIELD W OF THE HIGHWAY AT THIS POINT.  IT IS
 LX6894'ABOUT 110 METERS FROM THE CENTER LINE OF THE ROAD.  THERE
 LX6894'ARE RAIL FENCES AT THE E AND S SIDES OF THE FIELD IN WHICH
 LX6894'STATION IS LOCATED.  THE EASTERLY FENCE IS 13 METERS DISTANT,
 LX6894'AND THE SOUTHERLY FENCE 50 METERS DISTANT.  THE FIELD IS
 LX6894'IDENTIFIED BY MANY SMALL LOOSE BOULDERS.
 LX6894'
 LX6894'THE ORIGINAL CONE WAS REMOVED AND STANDARD DISKS SET IN
 LX6894'CONCRETE.  STANDARD REFERENCE MARKS WERE ESTABLISHED.
 LX6894'
 LX6894'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 LX6894'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  REFERENCE MARK
 LX6894'NO.1 IS IN AN EMBEDDED BOULDER 24.3 METERS N OF THE SOUTHERLY
 LX6894'BOUNDARY FENCE.  IT BEARS S 55 DEG W (MAGNETIC).  REFERENCE MARK
 LX6894'NO.2 IS IN A BOULDER ALMOST FLUSH WITH THE SURFACE OF THE
 LX6894'GROUND.  IT IS 21.8 METERS W OF THE EASTERLY BOUNDARY
 LX6894'FENCE.  IT BEARS N 20 DEG W (MAGNETIC).  REFERENCE MARK NO.3 IS
 LX6894'IN A LARGE OUTCROPPING LEDGE ON THE EASTERLY SIDE OF THE
 LX6894'HIGHWAY AND SLIGHTLY HIGHER THAN THE STATION.  IT BEARS N 75
 LX6894'DEG E (MAGNETIC).
 LX6894'
 LX6894'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6894
 LX6894                          STATION RECOVERY (1971)
 LX6894
 LX6894'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6894'THE STATION AND REFERENCE MARKS WERE LOCATED IN GOOD
 LX6894'CONDITION.  TO REACH THE STATION FROM THE INTERSECTION OF ROUTE
 LX6894'66 AND ROUTE 151 IN COBALT, GO SOUTH ON ROUTE 151 FOR 2.5 MILES
 LX6894'TO HOG HILL ROAD WHICH IS OPPOSITE THE ENTRANCE TO HURD STATE
 LX6894'PARK, GO NORTHEAST ON HOG HILL ROAD FOR 0.64 MILE TO A FIELD WHICH
 LX6894'IS THE SECOND FIELD PAST AN OLD CEMETARY ON THE WEST SIDE OF THE
 LX6894'ROAD.  THE STATION IS IN A SECOND FIELD WHICH IS WEST OF THIS
 LX6894'FIELD.  THE SECOND FIELD IS OVERGROWN WITH BRUSH.  THE
 LX6894'STATION IS ABOUT 360 FEET WEST OF THE CENTERLINE OF THE ROAD
 LX6894'AND ABOUT 45 FEET WEST OF AN OLD WIRE FENCE SEPARATING THE
 LX6894'FIELDS.
 LX6894'
 LX6894'REFERENCE MARK 3 IS ON THE WEST EDGE OF A LEDGE WHICH IS ABOUT
 LX6894'250 FEET EAST OF THE CENTERLINE OF THE ROAD.
 LX6894
 LX6894                          STATION RECOVERY (1997)
 LX6894
 LX6894'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6894'RECOVERED IN GOOD CONDITION.
 LX6894
 LX6894                          STATION RECOVERY (2003)
 LX6894
 LX6894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB)
 LX6894'STATION NOT FOUND AFTER CURSORY SEARCH - THE PROPERTY HAS RECENTLY
 LX6894'BEEN SUBDIVIDED AND REGRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3434 ***********************************************************************
 LW3434  DESIGNATION -  ENDERS CUPOLA
 LW3434  PID         -  LW3434
 LW3434  STATE/COUNTY-  CT/NEW LONDON
 LW3434  USGS QUAD   -  MYSTIC (1984)
 LW3434
 LW3434                         *CURRENT SURVEY CONTROL
 LW3434  ___________________________________________________________________
 LW3434* NAD 83(1996)-  41 19 19.09921(N)    071 57 46.69300(W)     ADJUSTED  
 LW3434* NAVD 88     -                                                        
 LW3434  ___________________________________________________________________
 LW3434  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 LW3434  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3434
 LW3434  HORZ ORDER  -  THIRD
 LW3434
 LW3434.The horizontal coordinates were established by classical geodetic methods
 LW3434.and adjusted by the National Geodetic Survey in August 1998..
 LW3434
 LW3434
 LW3434.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3434
 LW3434.The geoid height was determined by GEOID03.
 LW3434
 LW3434;                    North         East     Units Scale Factor Converg.
 LW3434;SPC CT       -   206,967.301   370,692.649   MT  0.99998993   +0 31 18.7
 LW3434;SPC CT       -   679,025.22  1,216,180.80   sFT  0.99998993   +0 31 18.7
 LW3434;UTM  19      - 4,578,735.928   252,011.885   MT  1.00035692   -1 57 26.7
 LW3434;UTM  18      - 4,578,950.449   754,187.320   MT  1.00039524   +2 00 23.0
 LW3434
 LW3434                          SUPERSEDED SURVEY CONTROL
 LW3434
 LW3434  NAD 83(1992)-  41 19 19.09793(N)    071 57 46.69208(W) AD(       ) 4
 LW3434  NAD 83(1986)-  41 19 19.09831(N)    071 57 46.69661(W) AD(       ) 4
 LW3434  NAD 27      -  41 19 18.74700(N)    071 57 48.44000(W) AD(       ) 3
 LW3434
 LW3434.Superseded values are not recommended for survey control.
 LW3434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3434.See file dsdata.txt to determine how the superseded data were derived.
 LW3434
 LW3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5201278736(NAD 83)
 LW3434_MARKER: 86 = CUPOLA
 LW3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3434+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LW3434
 LW3434  HISTORY     - Date     Condition        Report By
 LW3434  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3434  HISTORY     - 1966     GOOD             CGS
 LW3434  HISTORY     - 1984     GOOD             USPSQD
 LW3434  HISTORY     - 20020206 GOOD             USPSQD
 LW3434
 LW3434                          STATION DESCRIPTION
 LW3434
 LW3434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3434'DR. ENDERS HOUSE IS ON BAKERS ISLAND.  THE ISLAND IS SE OF
 LW3434'MASONS ISLAND AND IS CONNECTED TO IT BY A BRIDGE.  THE HOUSE IS A
 LW3434'STUCCO BUILDING WITH A RED TILE ROOF.  THE CUPOLA IS AT THE E END
 LW3434'OF THE HOUSE AND EXTENDS ABOUT 10 FEET ABOVE THE ROOF.  IT IS
 LW3434'SQUARE AND HAS A WINDOW IN EACH SIDE.  THERE ARE SEVERAL
 LW3434'OUTHOUSES ON THE ISLAND AND ALSO A HOTHOUSE.  THE STATION IS THE
 LW3434'CENTER LINE OF THE CUPOLA.
 LW3434
 LW3434                          STATION RECOVERY (1966)
 LW3434
 LW3434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3434'RECOVERED AS DESCRIBED.
 LW3434'
 LW3434'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3434'BAKER ISLAND.
 LW3434
 LW3434                          STATION RECOVERY (1984)
 LW3434
 LW3434'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LW3434'ENDERS CUPOLA 1934 GOOD RECOVERED AS DESCRIBED.
 LW3434
 LW3434                          STATION RECOVERY (2002)
 LW3434
 LW3434'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6564 ***********************************************************************
 LX6564  DESIGNATION -  ENFIELD ENFIELD STREET TANK
 LX6564  PID         -  LX6564
 LX6564  STATE/COUNTY-  CT/HARTFORD
 LX6564  USGS QUAD   -  BROAD BROOK (1984)
 LX6564
 LX6564                         *CURRENT SURVEY CONTROL
 LX6564  ___________________________________________________________________
 LX6564* NAD 83(1996)-  41 59 19.28936(N)    072 35 30.61102(W)     ADJUSTED  
 LX6564* NAVD 88     -                                                        
 LX6564  ___________________________________________________________________
 LX6564  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 LX6564  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX6564
 LX6564  HORZ ORDER  -  THIRD
 LX6564
 LX6564.The horizontal coordinates were established by classical geodetic methods
 LX6564.and adjusted by the National Geodetic Survey in August 1998..
 LX6564
 LX6564
 LX6564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6564
 LX6564.The geoid height was determined by GEOID03.
 LX6564
 LX6564;                    North         East     Units Scale Factor Converg.
 LX6564;SPC CT       -   280,728.823   317,907.089   MT  1.00001464   +0 06 17.5
 LX6564;SPC CT       -   921,024.48  1,043,000.17   sFT  1.00001464   +0 06 17.5
 LX6564;UTM  18      - 4,651,325.984   699,479.958   MT  1.00008966   +1 36 41.6
 LX6564
 LX6564                          SUPERSEDED SURVEY CONTROL
 LX6564
 LX6564  NAD 83(1996)-  41 59 19.28927(N)    072 35 30.61105(W) AD(       ) 4
 LX6564  NAD 83(1992)-  41 59 19.28980(N)    072 35 30.61176(W) AD(       ) 4
 LX6564  NAD 83(1992)-  41 59 19.29008(N)    072 35 30.61194(W) AD(       ) 4
 LX6564  NAD 83(1986)-  41 59 19.29144(N)    072 35 30.61258(W) AD(       ) 4
 LX6564  NAD 27      -  41 59 18.94300(N)    072 35 32.29289(W) AD(       ) 3
 LX6564
 LX6564.Superseded values are not recommended for survey control.
 LX6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6564.See file dsdata.txt to determine how the superseded data were derived.
 LX6564
 LX6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9948051326(NAD 83)
 LX6564_MARKER: 53 = ELEVATED TANK
 LX6564_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6564
 LX6564  HISTORY     - Date     Condition        Report By
 LX6564  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6564
 LX6564                          STATION DESCRIPTION
 LX6564
 LX6564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6564'THE STATION, IS THE APEX OF VENT OF THE ENFIELD STREET TANK.  IT
 LX6564'IS AN ELEVATED TANK WITH A DOME SHAPED TOP AND A HEMISPHERICAL
 LX6564'BOTTOM, SUPPORTED BY TWELVE I-BEAM CONSTRUCTED STEEL LEGS.  IT IS
 LX6564'PAINTED BLUE IN COLOR AND IS APPROXIMATELY 120 FEET IN HEIGHT.
 LX6564'
 LX6564'THE STATION IS LOCATED IN THE TOWN OF ENFIELD.
 LX6564'
 LX6564'TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF US
 LX6564'HIGHWAY 5 AND STATE HIGHWAY 190, GO SOUTH ON HIGHWAY 5 (ENFIELD
 LX6564'STREET), FOR 0.1 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO
 LX6564'EASTERLY FOR 0.1 MILE TO A CHAIN LINK FENCE AND THE STATION JUST
 LX6564'NORTH OF A BLUE STANDPIPE ON PROPERTY OWNED BY THE CONNECTICUT
 LX6564'WATER COMPANY.
 LX6564'
 LX6564'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7061 ***********************************************************************
 LX7061  DESIGNATION -  ENSIGN
 LX7061  PID         -  LX7061
 LX7061  STATE/COUNTY-  CT/HARTFORD
 LX7061  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7061
 LX7061                         *CURRENT SURVEY CONTROL
 LX7061  ___________________________________________________________________
 LX7061* NAD 83(1996)-  41 44 43.72557(N)    072 38 31.10762(W)     ADJUSTED  
 LX7061* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LX7061  ___________________________________________________________________
 LX7061  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LX7061  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7061
 LX7061  HORZ ORDER  -  THIRD
 LX7061
 LX7061.The horizontal coordinates were established by classical geodetic methods
 LX7061.and adjusted by the National Geodetic Survey in August 1998..
 LX7061
 LX7061.The orthometric height was scaled from a topographic map.
 LX7061
 LX7061.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7061
 LX7061.The geoid height was determined by GEOID03.
 LX7061
 LX7061;                    North         East     Units Scale Factor Converg.
 LX7061;SPC CT       -   253,708.677   313,786.102   MT  0.99998996   +0 04 17.9
 LX7061;SPC CT       -   832,375.88  1,029,479.90   sFT  0.99998996   +0 04 17.9
 LX7061;UTM  18      - 4,624,204.873   696,068.722   MT  1.00007309   +1 34 13.9
 LX7061
 LX7061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7061!SPC CT       -   1.00000293  x   0.99998996  =   0.99999289
 LX7061!UTM  18      -   1.00000293  x   1.00007309  =   1.00007602
 LX7061
 LX7061|---------------------------------------------------------------------|
 LX7061| PID    Reference Object                     Distance      Geod. Az  |
 LX7061|                                                           dddmmss.s |
 LX7061| CZ7327 ENSIGN RM 2                          21.480 METERS 05443     |
 LX7061| LX7023 SANSOMS HANGAR GABLE                APPROX. 0.8 KM 2640516.8 |
 LX7061| LX7021 BRAINARD FIELD BEACON               APPROX. 0.5 KM 2715434.6 |
 LX7061| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX. 4.3 KM 2792633.4 |
 LX7061| LX6674 HARTFORD JETTY LIGHT                APPROX. 1.0 KM 3100418.4 |
 LX7061| CZ7326 ENSIGN RM 1                          22.340 METERS 33627     |
 LX7061|---------------------------------------------------------------------|
 LX7061
 LX7061                          SUPERSEDED SURVEY CONTROL
 LX7061
 LX7061  NAD 83(1996)-  41 44 43.72512(N)    072 38 31.10769(W) AD(       ) 3
 LX7061  NAD 83(1992)-  41 44 43.72537(N)    072 38 31.10786(W) AD(       ) 3
 LX7061  NAD 83(1992)-  41 44 43.72655(N)    072 38 31.10916(W) AD(       ) 3
 LX7061  NAD 83(1986)-  41 44 43.72684(N)    072 38 31.10915(W) AD(       ) 3
 LX7061  NAD 27      -  41 44 43.35000(N)    072 38 32.75100(W) AD(       ) 3
 LX7061
 LX7061.Superseded values are not recommended for survey control.
 LX7061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7061.See file dsdata.txt to determine how the superseded data were derived.
 LX7061
 LX7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9606924205(NAD 83)
 LX7061_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7061_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7061+STABILITY: SURFACE MOTION
 LX7061
 LX7061  HISTORY     - Date     Condition        Report By
 LX7061  HISTORY     - 1935     MONUMENTED       CGS
 LX7061  HISTORY     - 1946     SEE DESCRIPTION  CGS
 LX7061  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7061
 LX7061                          STATION DESCRIPTION
 LX7061
 LX7061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7061'THIS STATION IS ON THE PROPERTY OF THE PRATT AND WHITNEY AIRCRAFT
 LX7061'COMPANY.  IT IS LOCATED NEAR THE TOP OF THE BANK AT THE FOOT OF
 LX7061'ENSIGN STREET.  IT WOULD BE ON THE N CURB LINE OF THE STREET, IF
 LX7061'PROLONGED, AND IS 2.8 METERS FROM THE EDGE OF THE BANK.  IT IS
 LX7061'56 METERS W OF THE CENTER LINE OF RIVERSIDE DRIVE.
 LX7061'
 LX7061'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX7061'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX7061'
 LX7061'REFERENCE MARK NO.1 IS UPSTREAM FROM THE STATION.  IT IS 1.4
 LX7061'METERS FROM THE EDGE OF THE BANK.  IT BEARS N 10 DEG W (MAGNETIC).
 LX7061'
 LX7061'REFERENCE MARK NO.2 IS 25 METERS E OF THE RIVER BANK.  IT BEARS
 LX7061'N 68 DEG E (MAGNETIC).
 LX7061'
 LX7061'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX7061
 LX7061                          STATION RECOVERY (1946)
 LX7061
 LX7061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 LX7061'STATION WHICH WAS AT THE TOP OF THE BANK AT THE FOOT OF ENSIGN
 LX7061'STREET,IN LINE WITH THE N CURB LINE, AND 56 METERS W OF THE CENTER
 LX7061'LINE OF RIVERSIDE DRIVE, WAS LOST BY FLOOD OF 1935.
 LX7061
 LX7061                          STATION RECOVERY (1948)
 LX7061
 LX7061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7061'STATION AND REFERENCE MARKS WERE SEARCHED FOR, BUT NOT
 LX7061'RECOVERED.  IT IS ASSUMED THAT THE STATION AND REFERENCE MARK 1
 LX7061'HAVE BEEN WASHED AWAY.  IT IS BELIEVED THAT REFERENCE MARK 2 IS
 LX7061'STILL IN PLACE AND COULD BE RECOVERED BY A LENGTHY AND INTENSIVE
 LX7061'SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5900 ***********************************************************************
 LX5900  DESIGNATION -  ESSEX BAP CHURCH TOWER
 LX5900  PID         -  LX5900
 LX5900  STATE/COUNTY-  CT/MIDDLESEX
 LX5900  USGS QUAD   -  ESSEX (1977)
 LX5900
 LX5900                         *CURRENT SURVEY CONTROL
 LX5900  ___________________________________________________________________
 LX5900* NAD 83(1996)-  41 21 18.11067(N)    072 23 32.03782(W)     ADJUSTED  
 LX5900* NAVD 88     -                                                        
 LX5900  ___________________________________________________________________
 LX5900  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5900  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5900
 LX5900  HORZ ORDER  -  THIRD
 LX5900
 LX5900.The horizontal coordinates were established by classical geodetic methods
 LX5900.and adjusted by the National Geodetic Survey in August 1998..
 LX5900
 LX5900
 LX5900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5900
 LX5900.The geoid height was determined by GEOID03.
 LX5900
 LX5900;                    North         East     Units Scale Factor Converg.
 LX5900;SPC CT       -   210,400.683   334,738.882   MT  0.99998798   +0 14 14.0
 LX5900;SPC CT       -   690,289.57  1,098,222.48   sFT  0.99998798   +0 14 14.0
 LX5900;UTM  18      - 4,581,451.340   718,145.860   MT  1.00018569   +1 43 25.3
 LX5900
 LX5900                          SUPERSEDED SURVEY CONTROL
 LX5900
 LX5900  NAD 83(1992)-  41 21 18.10974(N)    072 23 32.03750(W) AD(       ) 4
 LX5900  NAD 83(1986)-  41 21 18.11161(N)    072 23 32.04072(W) AD(       ) 4
 LX5900  NAD 27      -  41 21 17.75600(N)    072 23 33.74500(W) AD(       ) 3
 LX5900
 LX5900.Superseded values are not recommended for survey control.
 LX5900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5900.See file dsdata.txt to determine how the superseded data were derived.
 LX5900
 LX5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1814681451(NAD 83)
 LX5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5900+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5900
 LX5900  HISTORY     - Date     Condition        Report By
 LX5900  HISTORY     - 1934     MONUMENTED       CGS
 LX5900  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5900  HISTORY     - 1984     GOOD             USPSQD
 LX5900  HISTORY     - 1988     GOOD             USPSQD
 LX5900  HISTORY     - 19970220 GOOD             USPSQD
 LX5900  HISTORY     - 19980312 GOOD             USPSQD
 LX5900  HISTORY     - 20020709 GOOD             USPSQD
 LX5900  HISTORY     - 20040101 GOOD             USPSQD
 LX5900
 LX5900                          STATION DESCRIPTION
 LX5900
 LX5900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5900'THE CHURCH IS LOCATED ON THE WESTERLY SIDE OF PROSPECT STREET ON
 LX5900'THE HILL THAT OVERLOOKS THE VILLAGE OF ESSEX.
 LX5900'
 LX5900'THE FRONT OF THE CHURCH HAS BEEN WIDENED BEYOND THE MAIN
 LX5900'AUDITORIUM TO FORM A 2-STORY WING ON EITHER SIDE OF THE
 LX5900'TOWER.  THE TOWER IS AT THE E END OF THE CHURCH.  IT IS SMOOTH
 LX5900'FOR ABOUT 15 FEET ABOVE THE CHURCH ROOF.  THEN AN ORNAMENTAL
 LX5900'WOODEN RAILING SURROUNDS THE BASE OF THE PILLARED SECTION
 LX5900'CONTAINING THE BELL AND FOUR CLOCK FACES.  THE ROOF OF THE TOWER
 LX5900'IS A YELLOW DOME WITH FINIAL AND SIMPLE WEATHER VANE.  THERE IS
 LX5900'A GILDED BALL AT THE TOP OF THE FINIAL.
 LX5900'
 LX5900'THIS CHURCH ORIGINALLY HAD A SPIRE BUT IT WAS DEMOLISHED BY A
 LX5900'STORM.
 LX5900'
 LX5900'CENTER IS THE FINIAL ABOVE THE TOWER ROOF.
 LX5900'
 LX5900'THE CHURCH IS A PROMINENT AND EASILY RECOGNIZED LAND MARK.
 LX5900
 LX5900                          STATION RECOVERY (1969)
 LX5900
 LX5900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5900'STATION RECOVERED IN GOOD CONDITION.  THE STATION WAS NOT VISITED
 LX5900'BUT WAS IDENTIFIED FROM A BOAT ON THE CONN. RIVER.  THE ORIGINAL
 LX5900'DESCRIPTION IS ADEQUATE.
 LX5900
 LX5900                          STATION RECOVERY (1984)
 LX5900
 LX5900'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5900'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5900'ACCURATE.
 LX5900
 LX5900                          STATION RECOVERY (1988)
 LX5900
 LX5900'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5900'RECOVERED IN GOOD CONDITION.
 LX5900
 LX5900                          STATION RECOVERY (1997)
 LX5900
 LX5900'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5900'RECOVERED IN GOOD CONDITION.
 LX5900
 LX5900                          STATION RECOVERY (1998)
 LX5900
 LX5900'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5900'RECOVERED IN GOOD CONDITION.
 LX5900
 LX5900                          STATION RECOVERY (2002)
 LX5900
 LX5900'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHW)
 LX5900'RECOVERED IN GOOD CONDITION.
 LX5900
 LX5900                          STATION RECOVERY (2004)
 LX5900
 LX5900'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5901 ***********************************************************************
 LX5901  DESIGNATION -  ESSEX CONG CHURCH BELFRY
 LX5901  PID         -  LX5901
 LX5901  STATE/COUNTY-  CT/MIDDLESEX
 LX5901  USGS QUAD   -  ESSEX (1977)
 LX5901
 LX5901                         *CURRENT SURVEY CONTROL
 LX5901  ___________________________________________________________________
 LX5901* NAD 83(1996)-  41 21 09.81894(N)    072 23 32.69501(W)     ADJUSTED  
 LX5901* NAVD 88     -                                                        
 LX5901  ___________________________________________________________________
 LX5901  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5901  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX5901
 LX5901  HORZ ORDER  -  THIRD
 LX5901
 LX5901.The horizontal coordinates were established by classical geodetic methods
 LX5901.and adjusted by the National Geodetic Survey in August 1998..
 LX5901
 LX5901
 LX5901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5901
 LX5901.The geoid height was determined by GEOID03.
 LX5901
 LX5901;                    North         East     Units Scale Factor Converg.
 LX5901;SPC CT       -   210,144.823   334,724.665   MT  0.99998810   +0 14 13.6
 LX5901;SPC CT       -   689,450.14  1,098,175.84   sFT  0.99998810   +0 14 13.6
 LX5901;UTM  18      - 4,581,195.147   718,138.282   MT  1.00018565   +1 43 24.6
 LX5901
 LX5901                          SUPERSEDED SURVEY CONTROL
 LX5901
 LX5901  NAD 83(1992)-  41 21 09.81799(N)    072 23 32.69469(W) AD(       ) 4
 LX5901  NAD 83(1986)-  41 21 09.81986(N)    072 23 32.69788(W) AD(       ) 4
 LX5901  NAD 27      -  41 21 09.46900(N)    072 23 34.40600(W) AD(       ) 3
 LX5901
 LX5901.Superseded values are not recommended for survey control.
 LX5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5901.See file dsdata.txt to determine how the superseded data were derived.
 LX5901
 LX5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1813881195(NAD 83)
 LX5901_MARKER: 75 = BELFRY
 LX5901
 LX5901  HISTORY     - Date     Condition        Report By
 LX5901  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5901  HISTORY     - 1961     GOOD             CGS
 LX5901  HISTORY     - 1969     GOOD             CGS
 LX5901  HISTORY     - 1984     GOOD             USPSQD
 LX5901  HISTORY     - 1988     GOOD             USPSQD
 LX5901  HISTORY     - 19970220 GOOD             USPSQD
 LX5901  HISTORY     - 19980312 GOOD             USPSQD
 LX5901
 LX5901                          STATION DESCRIPTION
 LX5901
 LX5901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5901'THIS CHURCH IS LOCATED ON THE S SIDE OF WEST AVENUE ON A
 LX5901'CONSIDERABLE ELEVATION, OVERLOOKING THE S END OF THE VILLAGE OF
 LX5901'ESSEX.  THE CHURCH FACES E.  IT IS PAINTED WHITE AND HAS VERY
 LX5901'LITTLE ARCHITECTURAL EMBELLISHMENT.
 LX5901'
 LX5901'THE BELFRY IS SQUARE AND RISES ABOUT 30 FEET ABOVE THE APEX OF
 LX5901'THE ROOF.  THE ARCHED BELFRY OPENINGS IN EACH SIDE, ARE DOUBLE
 LX5901'WITH GREEN LOUVRES.  A LOW, SLIGHTLY POINTED ROOF COVERS THE
 LX5901'BELFRY.
 LX5901'
 LX5901'ORIGINALLY THIS CHURCH HAD A SLIM SPIRE BUT IT WAS REMOVED AS A
 LX5901'SAFETY MEASURE.
 LX5901'
 LX5901'CENTER IS THE CENTER LINE OF THE BELFRY.
 LX5901
 LX5901                          STATION RECOVERY (1961)
 LX5901
 LX5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5901'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ROOF OF THE
 LX5901'BELFRY APPEARED FLAT WITH A WHITE WOODEN RAIL AROUND IT.  THE
 LX5901'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE FOR
 LX5901'RECOVERY.
 LX5901
 LX5901                          STATION RECOVERY (1969)
 LX5901
 LX5901'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5901'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LX5901'ADEQUATE.
 LX5901
 LX5901                          STATION RECOVERY (1984)
 LX5901
 LX5901'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5901'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5901'ACCURATE.
 LX5901
 LX5901                          STATION RECOVERY (1988)
 LX5901
 LX5901'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5901'RECOVERED IN GOOD CONDITION.
 LX5901
 LX5901                          STATION RECOVERY (1997)
 LX5901
 LX5901'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5901'RECOVERED IN GOOD CONDITION.
 LX5901
 LX5901                          STATION RECOVERY (1998)
 LX5901
 LX5901'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5921 ***********************************************************************
 LX5921  DESIGNATION -  ESSEX CONN WATER STANDPIPE
 LX5921  PID         -  LX5921
 LX5921  STATE/COUNTY-  CT/MIDDLESEX
 LX5921  USGS QUAD   -  ESSEX (1977)
 LX5921
 LX5921                         *CURRENT SURVEY CONTROL
 LX5921  ___________________________________________________________________
 LX5921* NAD 83(1996)-  41 21 23.29167(N)    072 24 02.06512(W)     ADJUSTED  
 LX5921* NAVD 88     -                                                        
 LX5921  ___________________________________________________________________
 LX5921  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX5921  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX5921
 LX5921  HORZ ORDER  -  THIRD
 LX5921
 LX5921.The horizontal coordinates were established by classical geodetic methods
 LX5921.and adjusted by the National Geodetic Survey in August 1998..
 LX5921
 LX5921
 LX5921.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5921
 LX5921.The geoid height was determined by GEOID03.
 LX5921
 LX5921;                    North         East     Units Scale Factor Converg.
 LX5921;SPC CT       -   210,557.659   334,040.265   MT  0.99998790   +0 13 54.1
 LX5921;SPC CT       -   690,804.59  1,095,930.44   sFT  0.99998790   +0 13 54.1
 LX5921;UTM  18      - 4,581,590.166   717,443.267   MT  1.00018192   +1 43 05.6
 LX5921
 LX5921                          SUPERSEDED SURVEY CONTROL
 LX5921
 LX5921  NAD 83(1992)-  41 21 23.29076(N)    072 24 02.06482(W) AD(       ) 4
 LX5921  NAD 83(1986)-  41 21 23.29264(N)    072 24 02.06800(W) AD(       ) 4
 LX5921  NAD 27      -  41 21 22.93792(N)    072 24 03.76334(W) AD(       ) 3
 LX5921
 LX5921.Superseded values are not recommended for survey control.
 LX5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5921.See file dsdata.txt to determine how the superseded data were derived.
 LX5921
 LX5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1744381590(NAD 83)
 LX5921_MARKER: 52 = STANDPIPE TANK
 LX5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5921+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5921
 LX5921  HISTORY     - Date     Condition        Report By
 LX5921  HISTORY     - 1976     FIRST OBSERVED   NGS
 LX5921  HISTORY     - 19970210 GOOD             USPSQD
 LX5921  HISTORY     - 19980312 GOOD             USPSQD
 LX5921  HISTORY     - 20020709 GOOD             USPSQD
 LX5921  HISTORY     - 20040101 GOOD             USPSQD
 LX5921
 LX5921                          STATION DESCRIPTION
 LX5921
 LX5921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5921'ESSEX CONNECTICUT WATER COMPANY STANDPIPE IS ABOUT 1/2
 LX5921'WEST OF ESSEX, 1/2 MILE EAST OF
 LX5921'STATE HIGHWAY 9 AND ATOP A HILL WHICH IS LOCALLY KNOWN AS
 LX5921'STUMPET HILL.
 LX5921'
 LX5921'TO REACH THE STATION FROM EXIT 3 OFF OF STATE HIGHWAY 9
 LX5921'NEAR ESSEX,
 LX5921'GO EAST ON WEST AVENUE FOR 0.25 MILE TO A SIDE ROAD LEFT.
 LX5921'TURN LEFT AND GO NORTHERLY ON PARKER TERRACE FOR 0.2 MILE TO A
 LX5921'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON GRANDVIEW
 LX5921'TERRACE FOR 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LX5921'
 LX5921'THE STATION IS THE FINIAL OF A 120 FOOT HIGH STEEL WATER
 LX5921'STANDPIPE WHICH IS PAINTED GRAY.
 LX5921'
 LX5921'DESCRIBED BY NOLAN B. JOHNSON.
 LX5921
 LX5921                          STATION RECOVERY (1997)
 LX5921
 LX5921'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5921'RECOVERED IN GOOD CONDITION.
 LX5921
 LX5921                          STATION RECOVERY (1998)
 LX5921
 LX5921'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5921'RECOVERED IN GOOD CONDITION.
 LX5921
 LX5921                          STATION RECOVERY (2002)
 LX5921
 LX5921'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHW)
 LX5921'RECOVERED IN GOOD CONDITION.
 LX5921
 LX5921                          STATION RECOVERY (2004)
 LX5921
 LX5921'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5902 ***********************************************************************
 LX5902  DESIGNATION -  ESSEX METH CHURCH BELFRY
 LX5902  PID         -  LX5902
 LX5902  STATE/COUNTY-  CT/MIDDLESEX
 LX5902  USGS QUAD   -  ESSEX (1977)
 LX5902
 LX5902                         *CURRENT SURVEY CONTROL
 LX5902  ___________________________________________________________________
 LX5902* NAD 83(1996)-  41 21 11.83884(N)    072 23 32.52227(W)     ADJUSTED  
 LX5902* NAVD 88     -                                                        
 LX5902  ___________________________________________________________________
 LX5902  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5902  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5902
 LX5902  HORZ ORDER  -  THIRD
 LX5902
 LX5902.The horizontal coordinates were established by classical geodetic methods
 LX5902.and adjusted by the National Geodetic Survey in August 1998..
 LX5902
 LX5902
 LX5902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5902
 LX5902.The geoid height was determined by GEOID03.
 LX5902
 LX5902;                    North         East     Units Scale Factor Converg.
 LX5902;SPC CT       -   210,207.153   334,728.422   MT  0.99998807   +0 14 13.7
 LX5902;SPC CT       -   689,654.63  1,098,188.16   sFT  0.99998807   +0 14 13.7
 LX5902;UTM  18      - 4,581,257.565   718,140.422   MT  1.00018566   +1 43 24.7
 LX5902
 LX5902                          SUPERSEDED SURVEY CONTROL
 LX5902
 LX5902  NAD 83(1992)-  41 21 11.83791(N)    072 23 32.52195(W) AD(       ) 4
 LX5902  NAD 83(1986)-  41 21 11.83979(N)    072 23 32.52516(W) AD(       ) 4
 LX5902  NAD 27      -  41 21 11.49700(N)    072 23 34.23200(W) AD(       ) 3
 LX5902
 LX5902.Superseded values are not recommended for survey control.
 LX5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5902.See file dsdata.txt to determine how the superseded data were derived.
 LX5902
 LX5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1814081258(NAD 83)
 LX5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5902+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5902
 LX5902  HISTORY     - Date     Condition        Report By
 LX5902  HISTORY     - 1934     MONUMENTED       CGS
 LX5902  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5902  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 LX5902  HISTORY     - 20020709 MARK NOT FOUND   USPSQD
 LX5902  HISTORY     - 20040101 GOOD             USPSQD
 LX5902
 LX5902                          STATION DESCRIPTION
 LX5902
 LX5902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5902'THE CHURCH FACES SOUTH ON THE NORTH SIDE OF WEST AVENUE AT
 LX5902'THE CORNER OF PROSPECT STREET.  IT IS ALMOST DIRECTLY ACROSS WEST
 LX5902'AVE. FROM THE CONGREGATIONAL CHURCH.
 LX5902'
 LX5902'THE ENTIRE SOUTH FRONT OF THE CHURCH IS SMOOTHLY BOARDED WITH FOUR
 LX5902'RECTANGULAR HALF-COLUMNS FOR DECORATION.
 LX5902'
 LX5902'THE BELFRY IS COMPLETELY INSIDE THE SOUTH WALL OF THE CHURCH.  IT
 LX5902'IS SQUARE AND HAS A SINGLE ROUND-ARCHED OPENING WITH GREEN
 LX5902'LOUVRES IN EACH SIDE.  THERE IS A LOW WOODEN ORNAMENT AT EACH
 LX5902'CORNER OF THE BELFRY ROOF.  THIS ROOF DOES NOT SHOW.  THE CHURCH
 LX5902'AND BELFRY ARE PAINTED WHITE.
 LX5902'
 LX5902'CENTER IS THE CENTER-LINE OF THE BELFRY.
 LX5902
 LX5902                          STATION RECOVERY (1948)
 LX5902
 LX5902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5902'THE BELFRY ON THIS CHURCH HAS BEEN TORN DOWN.  STATION SHOULD BE
 LX5902'CONSIDERED DESTROYED.
 LX5902
 LX5902                          STATION RECOVERY (1997)
 LX5902
 LX5902'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5902'MARK NOT FOUND.
 LX5902
 LX5902                          STATION RECOVERY (2002)
 LX5902
 LX5902'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHW)
 LX5902'MARK NOT FOUND.
 LX5902
 LX5902                          STATION RECOVERY (2004)
 LX5902
 LX5902'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5879 ***********************************************************************
 LX5879  DESIGNATION -  ESSEX REEF LIGHT
 LX5879  PID         -  LX5879
 LX5879  STATE/COUNTY-  CT/MIDDLESEX
 LX5879  USGS QUAD   -  ESSEX (1977)
 LX5879
 LX5879                         *CURRENT SURVEY CONTROL
 LX5879  ___________________________________________________________________
 LX5879* NAD 83(1996)-  41 20 42.55391(N)    072 22 36.24024(W)     ADJUSTED  
 LX5879* NAVD 88     -                                                        
 LX5879  ___________________________________________________________________
 LX5879  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX5879  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX5879
 LX5879  HORZ ORDER  -  THIRD
 LX5879
 LX5879.The horizontal coordinates were established by classical geodetic methods
 LX5879.and adjusted by the National Geodetic Survey in August 1998..
 LX5879
 LX5879
 LX5879.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5879
 LX5879.The geoid height was determined by GEOID03.
 LX5879
 LX5879;                    North         East     Units Scale Factor Converg.
 LX5879;SPC CT       -   209,309.260   336,040.610   MT  0.99998852   +0 14 51.0
 LX5879;SPC CT       -   686,708.80  1,102,493.23   sFT  0.99998852   +0 14 51.0
 LX5879;UTM  18      - 4,580,393.835   719,475.725   MT  1.00019285   +1 44 01.0
 LX5879
 LX5879                          SUPERSEDED SURVEY CONTROL
 LX5879
 LX5879  NAD 83(1992)-  41 20 42.55296(N)    072 22 36.23992(W) AD(       ) 4
 LX5879  NAD 83(1986)-  41 20 42.55484(N)    072 22 36.24315(W) AD(       ) 4
 LX5879  NAD 27      -  41 20 42.20000(N)    072 22 37.94700(W) AD(       ) 3
 LX5879
 LX5879.Superseded values are not recommended for survey control.
 LX5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5879.See file dsdata.txt to determine how the superseded data were derived.
 LX5879
 LX5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1947680394(NAD 83)
 LX5879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5879+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5879
 LX5879  HISTORY     - Date     Condition        Report By
 LX5879  HISTORY     - UNK      MONUMENTED
 LX5879  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5879  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5879  HISTORY     - 1984     GOOD             USPSQD
 LX5879  HISTORY     - 1989     GOOD             USPSQD
 LX5879  HISTORY     - 19970220 GOOD             USPSQD
 LX5879  HISTORY     - 20040101 GOOD             USPSQD
 LX5879
 LX5879                          STATION DESCRIPTION
 LX5879
 LX5879'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5879'THIS LIGHT AND STATION IS LOCATED APPROXIMATELY 1 MI. DOWNSTREAM
 LX5879'FROM THE TOWN OF ESSEX.  IT IS APPROXIMATELY 950 FT. FROM THE
 LX5879'W SHORE OF THE RIVER.  THE FOUNDATION IS A WOODEN FACE COFFER-DAM
 LX5879'FILLED WITH STONE.  THE LIGHT CONSISTS OF A CONCRETE BASE
 LX5879'PAINTED BLACK, ON TOP OF WHICH IS A WHITE TANK-LIKE STRUCTURE.
 LX5879'ATOP OF THIS IS A SKELETON STEEL STRUCTURE PAINTED BLACK.  THIS
 LX5879'SKELETON STEEL STRUCTURE SUPPORTS THE LIGHT.
 LX5879
 LX5879                          STATION RECOVERY (1961)
 LX5879
 LX5879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5879'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5879'R.J.S. IN 1948.  THE C.G. LIST OF LIGHTS STATES THIS STATION WAS
 LX5879'REBUILT IN 1919.  THE G.P. LIST A RECOVERY IN 1927.  IT IS BELIEVED
 LX5879'A 1919 OR LATER LOCATION WAS MADE.  AFTER THE REBUILDING OF
 LX5879'THIS LIGHT.
 LX5879
 LX5879                          STATION RECOVERY (1984)
 LX5879
 LX5879'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5879'STATION RECOVERED IN GOOD CONDITION.  THE STRUCTURE IS LOCATED
 LX5879'ON A FOUNDATION OF ROCKS AND CONSISTS OF A SMALL HOUSE
 LX5879'SURMOUNTED BY A STEEL FRAMEWORK WHICH SUPPORTS THE LIGHT.  THE
 LX5879'STRUCTURE IS PAINTED WHITE.  RECTANGLES, PAINTED WITH GREEN
 LX5879'REFLECTIVE PAINT AND A BLACK 25, ARE ON THE N AND S SIDES OF
 LX5879'FRAMEWORK.
 LX5879
 LX5879                          STATION RECOVERY (1989)
 LX5879
 LX5879'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGE)
 LX5879'RECOVERED IN GOOD CONDITION.
 LX5879
 LX5879                          STATION RECOVERY (1997)
 LX5879
 LX5879'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5879'RECOVERED IN GOOD CONDITION.
 LX5879
 LX5879                          STATION RECOVERY (2004)
 LX5879
 LX5879'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5879'INCORRECT DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5905 ***********************************************************************
 LX5905  DESIGNATION -  ESSEX SCHOOL CUPOLA
 LX5905  PID         -  LX5905
 LX5905  STATE/COUNTY-  CT/MIDDLESEX
 LX5905  USGS QUAD   -  ESSEX (1977)
 LX5905
 LX5905                         *CURRENT SURVEY CONTROL
 LX5905  ___________________________________________________________________
 LX5905* NAD 83(1996)-  41 21 17.48811(N)    072 23 37.48809(W)     ADJUSTED  
 LX5905* NAVD 88     -                                                        
 LX5905  ___________________________________________________________________
 LX5905  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5905  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5905
 LX5905  HORZ ORDER  -  THIRD
 LX5905
 LX5905.The horizontal coordinates were established by classical geodetic methods
 LX5905.and adjusted by the National Geodetic Survey in August 1998..
 LX5905
 LX5905
 LX5905.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5905
 LX5905.The geoid height was determined by GEOID03.
 LX5905
 LX5905;                    North         East     Units Scale Factor Converg.
 LX5905;SPC CT       -   210,380.954   334,612.272   MT  0.99998798   +0 14 10.4
 LX5905;SPC CT       -   690,224.85  1,097,807.10   sFT  0.99998798   +0 14 10.4
 LX5905;UTM  18      - 4,581,428.328   718,019.779   MT  1.00018501   +1 43 21.7
 LX5905
 LX5905                          SUPERSEDED SURVEY CONTROL
 LX5905
 LX5905  NAD 83(1992)-  41 21 17.48718(N)    072 23 37.48779(W) AD(       ) 4
 LX5905  NAD 83(1986)-  41 21 17.48905(N)    072 23 37.49096(W) AD(       ) 4
 LX5905  NAD 27      -  41 21 17.12600(N)    072 23 39.19400(W) AD(       ) 3
 LX5905
 LX5905.Superseded values are not recommended for survey control.
 LX5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5905.See file dsdata.txt to determine how the superseded data were derived.
 LX5905
 LX5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1802081428(NAD 83)
 LX5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5905+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 LX5905
 LX5905  HISTORY     - Date     Condition        Report By
 LX5905  HISTORY     - 1934     MONUMENTED       CGS
 LX5905  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5905  HISTORY     - 1984     GOOD             USPSQD
 LX5905  HISTORY     - 19970220 GOOD             USPSQD
 LX5905  HISTORY     - 19980312 GOOD             USPSQD
 LX5905  HISTORY     - 20020709 GOOD             USPSQD
 LX5905
 LX5905                          STATION DESCRIPTION
 LX5905
 LX5905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5905'THE ESSEX GRAMMAR SCHOOL IS LOCATED ON A PRIVATE RIGHT OF WAY W
 LX5905'OF PROSPECT STREET AND BETWEEN HIGH STREET AND WEST AVENUE.  THE
 LX5905'SCHOOL IS A SPREADING STRUCTURE, ONLY 1-STORY HIGH.  THE SIDE
 LX5905'WALLS ARE BUILT OF BRICK AND IT HAS A ROOF OF REDDISH VARIEGATED,
 LX5905'COMPOSITION SHINGLES.  THERE IS A SMALL POINTED CUPOLA IN THE
 LX5905'MIDDLE OF THE ROOF.
 LX5905'
 LX5905'THE CUPOLA IS OCTAGONAL IN PLAN AND HAS EIGHT RECTANGULAR
 LX5905'OPENINGS CLOSED WITH GREEN LOUVRES.  THE OTHER WOOD-WORK OF THE
 LX5905'CUPOLA IS PAINTED WHITE.  THERE IS A STUBBY WOODEN FINIAL, ENDING
 LX5905'IN A BALL, AT THE APEX OF THE GREEN CUPOLA ROOF.
 LX5905'
 LX5905'CENTER IS THE CENTER LINE OF THE FINIAL.
 LX5905
 LX5905                          STATION RECOVERY (1961)
 LX5905
 LX5905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5905'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 LX5905'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH THE
 LX5905'FOLLOWING EXCEPTION.  THE BUILDING IS NOW THE HIGHLAND HALL
 LX5905'CONVALESCENT HOSPITAL.
 LX5905
 LX5905                          STATION RECOVERY (1984)
 LX5905
 LX5905'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5905'DESCRIPTION IS COMPLETE AND ACCURATE.  THE STATION WAS RECOVERED IN
 LX5905'GOOD CONDITION.  THE BUILDING IS NOW THE HIGHLAND HALL FOR THE
 LX5905'AGED.
 LX5905
 LX5905                          STATION RECOVERY (1997)
 LX5905
 LX5905'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5905'RECOVERED IN GOOD CONDITION.
 LX5905
 LX5905                          STATION RECOVERY (1998)
 LX5905
 LX5905'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5905'RECOVERED IN GOOD CONDITION.
 LX5905
 LX5905                          STATION RECOVERY (2002)
 LX5905
 LX5905'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHW)
 LX5905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5894 ***********************************************************************
 LX5894  DESIGNATION -  ESSEX STEAMBOAT DOCK CUPOLA
 LX5894  PID         -  LX5894
 LX5894  STATE/COUNTY-  CT/MIDDLESEX
 LX5894  USGS QUAD   -  ESSEX (1977)
 LX5894
 LX5894                         *CURRENT SURVEY CONTROL
 LX5894  ___________________________________________________________________
 LX5894* NAD 83(1996)-  41 21 05.20070(N)    072 23 04.53053(W)     ADJUSTED  
 LX5894* NAVD 88     -                                                        
 LX5894  ___________________________________________________________________
 LX5894  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX5894  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX5894
 LX5894  HORZ ORDER  -  THIRD
 LX5894
 LX5894.The horizontal coordinates were established by classical geodetic methods
 LX5894.and adjusted by the National Geodetic Survey in August 1998..
 LX5894
 LX5894
 LX5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5894
 LX5894.The geoid height was determined by GEOID03.
 LX5894
 LX5894;                    North         East     Units Scale Factor Converg.
 LX5894;SPC CT       -   210,005.092   335,379.961   MT  0.99998817   +0 14 32.2
 LX5894;SPC CT       -   688,991.71  1,100,325.76   sFT  0.99998817   +0 14 32.2
 LX5894;UTM  18      - 4,581,072.435   718,797.114   MT  1.00018919   +1 43 43.0
 LX5894
 LX5894                          SUPERSEDED SURVEY CONTROL
 LX5894
 LX5894  NAD 83(1992)-  41 21 05.19977(N)    072 23 04.53021(W) AD(       ) 4
 LX5894  NAD 83(1986)-  41 21 05.20166(N)    072 23 04.53346(W) AD(       ) 4
 LX5894  NAD 27      -  41 21 04.84600(N)    072 23 06.23900(W) AD(       ) 3
 LX5894
 LX5894.Superseded values are not recommended for survey control.
 LX5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5894.See file dsdata.txt to determine how the superseded data were derived.
 LX5894
 LX5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1879781072(NAD 83)
 LX5894
 LX5894  HISTORY     - Date     Condition        Report By
 LX5894  HISTORY     - 1934     MONUMENTED       CGS
 LX5894  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5894  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5894  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5894
 LX5894                          STATION DESCRIPTION
 LX5894
 LX5894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5894'THIS BUILDING IS AT THE FORMER LANDING OF THE NEW YORK AND
 LX5894'HARTFORD STEAMERS.  IT IS NOW USED BY THE ESSEX YACHT CLUB.
 LX5894'
 LX5894'THE HOUSE IS 2-STORIES HIGH, PAINTED WHITE, WITH A GREEN
 LX5894'ROOF.  THERE IS A CONSIDERABLE AREA OF FLOORED DOCK ON THE E, OR
 LX5894'RIVER SIDE.  THE AXIS OF THE BUILDING LIES IN AN E AND W
 LX5894'LINE.  ABOUT 1 METER INSIDE THE E AND W GABLES ARE TWO SMALL
 LX5894'RED-BRICK CHIMNEYS.
 LX5894'
 LX5894'IN THE MIDDLE OF THE ROOF IS A SQUARE WHITE CUPOLA WITH ONE
 LX5894'GLAZED OPENING IN EACH SIDE.  AXIS OF THE CUPOLA ROOF IS ALSO E
 LX5894'AND W.
 LX5894'
 LX5894'CENTER IS THE SHORT LIGHTNING ROD IN THE MIDDLE OF THE CUPOLA
 LX5894'ROOF.
 LX5894
 LX5894                          STATION RECOVERY (1948)
 LX5894
 LX5894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5894'THIS BUILDING IS AT THE FORMER LANDING OF THE NEW YORK AND
 LX5894'HARTFORD STEAMERS.  IT IS NOW USED BY THE ESSEX YACHT CLUB.  THE
 LX5894'HOUSE IS TWO STORIES HIGH, PAINTED WHITE WITH A GREEN ROOF.  THERE
 LX5894'IS A CONSIDERABLE AMOUNT OF FLOORED DECK ON THE E, OR
 LX5894'RIVERSIDE.  THE AXIS OF THE BUILDING IS E AND W.  ABOUT 1 METER
 LX5894'INSIDE THE E AND W GABLES ARE TWO SMALL RED BRICK CHIMNEYS.  IN
 LX5894'THE CENTER OF THE ROOF IS A SQUARE WHITE CUPOLA WITH ONE
 LX5894'GLASSED OPENING IN EACH SIDE.  AXIS OF THE CUPOLA IS ALSO E AND
 LX5894'W.  THE LIGHTNING ROD WHICH WAS IN THE CENTER OF THIS CUPOLA
 LX5894'AND WAS THE STATION, HAS BEEN DESTROYED AND A PATCH OF TIN
 LX5894'PLACED OVER THE HOLE.
 LX5894
 LX5894                          STATION RECOVERY (1969)
 LX5894
 LX5894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5894'STATION DESTROYED.  THE BUILDING WAS MOVED APPROXIMATELY 20 FEET
 LX5894'WEST AND 40 FEET SOUTH IN 1949, ACCORDING TO THE FORMER OWNER,
 LX5894'MR. LOVELL OF ESSEX.
 LX5894
 LX5894                          STATION RECOVERY (1997)
 LX5894
 LX5894'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5894'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6833 ***********************************************************************
 LX6833  DESIGNATION -  EUREKA SPOIL BANK NORTH
 LX6833  PID         -  LX6833
 LX6833  STATE/COUNTY-  CT/MIDDLESEX
 LX6833  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6833
 LX6833                         *CURRENT SURVEY CONTROL
 LX6833  ___________________________________________________________________
 LX6833* NAD 83(1996)-  41 35 37.85188(N)    072 35 30.21380(W)     ADJUSTED  
 LX6833* NAVD 88     -                                                        
 LX6833  ___________________________________________________________________
 LX6833  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LX6833  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX6833
 LX6833  HORZ ORDER  -  THIRD
 LX6833
 LX6833.The horizontal coordinates were established by classical geodetic methods
 LX6833.and adjusted by the National Geodetic Survey in August 1998..
 LX6833
 LX6833
 LX6833.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6833
 LX6833.The geoid height was determined by GEOID03.
 LX6833
 LX6833;                    North         East     Units Scale Factor Converg.
 LX6833;SPC CT       -   236,874.132   317,996.559   MT  0.99998369   +0 06 17.8
 LX6833;SPC CT       -   777,144.55  1,043,293.71   sFT  0.99998369   +0 06 17.8
 LX6833;UTM  18      - 4,607,484.398   700,717.883   MT  1.00009581   +1 35 57.3
 LX6833
 LX6833                          SUPERSEDED SURVEY CONTROL
 LX6833
 LX6833  NAD 83(1992)-  41 35 37.85123(N)    072 35 30.21374(W) AD(       ) 4
 LX6833  NAD 83(1986)-  41 35 37.85306(N)    072 35 30.21566(W) AD(       ) 4
 LX6833  NAD 27      -  41 35 37.49500(N)    072 35 31.88300(W) AD(       ) 3
 LX6833
 LX6833.Superseded values are not recommended for survey control.
 LX6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6833.See file dsdata.txt to determine how the superseded data were derived.
 LX6833
 LX6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0071807484(NAD 83)
 LX6833
 LX6833  HISTORY     - Date     Condition        Report By
 LX6833  HISTORY     - 1935     MONUMENTED       CGS
 LX6833  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX6833
 LX6833                          STATION DESCRIPTION
 LX6833
 LX6833'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6833'THE EUREKA MICA MINING AND MILLING COMPANY IS ON TOP OF THE HIGH
 LX6833'HILL EASTERLY OF THE NORTHERLY END OF THE TOWN CENTER OF PORTLAND
 LX6833'AND IS REACHED FROM THE NORTHERLY ENTRANCE TO THE PORTLAND BURYING
 LX6833'GROUND.  GO EASTERLY ON DIRT ROAD 0.7 MILE TO CROSS ROAD, CONTINUE
 LX6833'STRAIGHT ON THE SAME ROAD 0.3 MILE TO TOP OF HILL.
 LX6833'
 LX6833'THE SPOIL BANK IS NORTHERLY OF THE ROAD THAT LEADS TO THE TOP
 LX6833'OF THE HILL.  THE MINE ENTRANCE IS ON THE N SIDE OF THE ROAD.  THE
 LX6833'BANK WAS FORMED BY DUMPING SPOIL FROM AN OVERHEAD CABLE WAY.  IT
 LX6833'IS CONICAL IN SHAPE AND ABOUT 30 FEET HIGH.  THERE ARE TWO SMALL
 LX6833'TOOL HOUSES BETWEEN THE BANK AND THE MINE, ONE ON EITHER SIDE OF
 LX6833'THE CABLE WAY.  THERE ARE NO OTHER SPOIL BANKS NEAR THIS ONE.
 LX6833'
 LX6833'THE STATION IS THE CENTER LINE OF THE SPOIL BANK.
 LX6833
 LX6833                          STATION RECOVERY (1997)
 LX6833
 LX6833'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6828 ***********************************************************************
 LX6828  DESIGNATION -  EUREKA SPOIL BANK SOUTH
 LX6828  PID         -  LX6828
 LX6828  STATE/COUNTY-  CT/MIDDLESEX
 LX6828  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6828
 LX6828                         *CURRENT SURVEY CONTROL
 LX6828  ___________________________________________________________________
 LX6828* NAD 83(1996)-  41 35 31.46293(N)    072 35 26.16578(W)     ADJUSTED  
 LX6828* NAVD 88     -                                                        
 LX6828  ___________________________________________________________________
 LX6828  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LX6828  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX6828
 LX6828  HORZ ORDER  -  THIRD
 LX6828
 LX6828.The horizontal coordinates were established by classical geodetic methods
 LX6828.and adjusted by the National Geodetic Survey in August 1998..
 LX6828
 LX6828
 LX6828.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6828
 LX6828.The geoid height was determined by GEOID03.
 LX6828
 LX6828;                    North         East     Units Scale Factor Converg.
 LX6828;SPC CT       -   236,677.199   318,090.672   MT  0.99998366   +0 06 20.5
 LX6828;SPC CT       -   776,498.44  1,043,602.48   sFT  0.99998366   +0 06 20.5
 LX6828;UTM  18      - 4,607,289.965   700,817.111   MT  1.00009630   +1 35 59.8
 LX6828
 LX6828                          SUPERSEDED SURVEY CONTROL
 LX6828
 LX6828  NAD 83(1992)-  41 35 31.46228(N)    072 35 26.16572(W) AD(       ) 4
 LX6828  NAD 83(1986)-  41 35 31.46410(N)    072 35 26.16766(W) AD(       ) 4
 LX6828  NAD 27      -  41 35 31.10600(N)    072 35 27.83500(W) AD(       ) 3
 LX6828
 LX6828.Superseded values are not recommended for survey control.
 LX6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6828.See file dsdata.txt to determine how the superseded data were derived.
 LX6828
 LX6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0081707290(NAD 83)
 LX6828
 LX6828  HISTORY     - Date     Condition        Report By
 LX6828  HISTORY     - 1935     MONUMENTED       CGS
 LX6828  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX6828
 LX6828                          STATION DESCRIPTION
 LX6828
 LX6828'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6828'THE EUREKA MICA MINING AND MILLING COMPANY IS ON TOP OF THE HILL
 LX6828'EASTERLY OF THE NORTHERLY PART OF THE TOWN CENTER OF PORTLAND, AND
 LX6828'IS REACHED FROM THE ENTRANCE TO THE PORTLAND BURYING GROUNDS BY
 LX6828'GOING EASTERLY ON THE DIRT ROAD 0.7 MILE TO CROSS ROAD, CONTINUE
 LX6828'ON SAME ROAD 0.3 MILE TO THE TOP OF THE HILL.
 LX6828'
 LX6828'THE SPOIL BANK (S) APPEARS TO BE ON THE HIGHEST PART OF THE
 LX6828'HILL AT THE S END.  IT IS CONICAL IN SHAPE AND IS ABOUT 40 FEET IN
 LX6828'HEIGHT.  THE BANK WAS FORMED BY THE DUMPING OF SMALL ROCKS AND
 LX6828'DIRT FROM AN OVERHEAD CABLE WAY.  THE MINE IS IN OPERATION.  THERE
 LX6828'ARE TWO SMALLER SPOIL BANKS WESTERLY OF THE LARGE ONE.
 LX6828'
 LX6828'THE STATION IS THE CENTER LINE OF THE BANK AT THE APEX.
 LX6828
 LX6828                          STATION RECOVERY (1997)
 LX6828
 LX6828'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7435 ***********************************************************************
 LX7435  DESIGNATION -  EVANS
 LX7435  PID         -  LX7435
 LX7435  STATE/COUNTY-  CT/FAIRFIELD
 LX7435  USGS QUAD   -  SOUTHBURY (1984)
 LX7435
 LX7435                         *CURRENT SURVEY CONTROL
 LX7435  ___________________________________________________________________
 LX7435* NAD 83(1996)-  41 23 53.39368(N)    073 13 31.54176(W)     ADJUSTED  
 LX7435* NAVD 88     -       213.0    (meters)     699.     (feet)  VERTCON   
 LX7435  ___________________________________________________________________
 LX7435  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 LX7435  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX7435
 LX7435  HORZ ORDER  -  FIRST
 LX7435
 LX7435.The horizontal coordinates were established by classical geodetic methods
 LX7435.and adjusted by the National Geodetic Survey in August 1998..
 LX7435
 LX7435.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7435
 LX7435.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7435
 LX7435.The geoid height was determined by GEOID03.
 LX7435
 LX7435;                    North         East     Units Scale Factor Converg.
 LX7435;SPC CT       -   215,238.548   265,042.808   MT  0.99998592   -0 18 54.9
 LX7435;SPC CT       -   706,161.80    869,561.28   sFT  0.99998592   -0 18 54.9
 LX7435;UTM  18      - 4,584,478.105   648,345.482   MT  0.99987083   +1 10 25.4
 LX7435
 LX7435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7435!SPC CT       -   0.99997122  x   0.99998592  =   0.99995714
 LX7435!UTM  18      -   0.99997122  x   0.99987083  =   0.99984205
 LX7435
 LX7435|---------------------------------------------------------------------|
 LX7435| PID    Reference Object                     Distance      Geod. Az  |
 LX7435|                                                           dddmmss.s |
 LX7435| CR9119 EVANS RM 1                           25.898 METERS 12017     |
 LX7435| CR9120 EVANS RM 2                           17.011 METERS 21910     |
 LX7435|---------------------------------------------------------------------|
 LX7435
 LX7435                          SUPERSEDED SURVEY CONTROL
 LX7435
 LX7435  NAD 83(1992)-  41 23 53.39321(N)    073 13 31.54179(W) AD(       ) 1
 LX7435  NAD 83(1986)-  41 23 53.39496(N)    073 13 31.54439(W) AD(       ) 1
 LX7435  NAD 83(1986)-  41 23 53.39390(N)    073 13 31.54398(W) AD(       ) 1
 LX7435  NGVD 29 (10/23/89)  213.3    (m)          700.     (f) VERT ANG       
 LX7435
 LX7435.Superseded values are not recommended for survey control.
 LX7435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7435.See file dsdata.txt to determine how the superseded data were derived.
 LX7435
 LX7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4834584478(NAD 83)
 LX7435_MARKER: DS = TRIANGULATION STATION DISK
 LX7435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7435+STABILITY: SURFACE MOTION
 LX7435
 LX7435  HISTORY     - Date     Condition        Report By
 LX7435  HISTORY     - 1983     MONUMENTED       NGS
 LX7435
 LX7435                          STATION DESCRIPTION
 LX7435
 LX7435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7435'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) EAST OF NEWTOWN,
 LX7435'4 KM (2.5 MI) SOUTHEAST OF THE JUNCTION OF INTERSTATE
 LX7435'HIGHWAY 84 AND STATE HIGHWAY 34 (EXIT 11 OF HIGHWAY 84) AND
 LX7435'5 KM (3.0 MI) WEST-NORTHWEST OF WHERE STATE HIGHWAY 34
 LX7435'CROSSES THE HOUSATONIC RIVER.
 LX7435'OWNERSHIP--DR DONALD EVANS, 14 OSBORNE HILL ROAD,
 LX7435'SANDY HOOK CT 06482, PHONE 203-426-3571 (OFFICE 203-426-5626).
 LX7435'
 LX7435'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LX7435'HIGHWAY 84 AND STATE HIGHWAY 34 (EXIT 11 OF HIGHWAY 84),
 LX7435'FOLLOW A WINDING EXIT RAMP TOWARDS HIGHWAY 34 FOR 1.2 KM
 LX7435'(0.7 MI) TO A CROSSROAD, HIGHWAY 34.  TURN RIGHT, SOUTH,
 LX7435'ON HIGHWAY 34 FOR 3.7 KM (2.35 MI) TO AN OFFSET
 LX7435'CROSSROAD.  TURN LEFT, NORTHEAST, ON BENNETTS BRIDGE
 LX7435'ROAD FOR 0.4 KM (0.25 MI) TO A ROAD RIGHT.  TURN RIGHT,
 LX7435'SOUTHEAST, UPHILL, ON OSBORNE HILL ROAD FOR 0.3 KM (0.2 MI)
 LX7435'TO A PAVED DRIVE ON THE RIGHT.  TURN RIGHT, UPHILL, FOR
 LX7435'0.2 KM (0.1 MI) TO A PARKING AREA AT THE GARAGE AND
 LX7435'THE STATION ON THE RIGHT.
 LX7435'
 LX7435'THE STATION IS A STANDARD NGS DISK
 LX7435'STAMPED---EVANS 1983---,
 LX7435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7435'FLUSH WITH GROUND.  IT IS LOCATED
 LX7435'17.53 METERS (57.5 FT) NORTHEAST FROM A WITNESS POST,
 LX7435'10.06 METERS (33.0 FT) WEST-SOUTHWEST FROM A CORNER OF A PAVED
 LX7435'PARKING AREA,
 LX7435'6.25 METERS (20.5 FT) NORTHWEST FROM A CORNER OF A PAVED PARKING
 LX7435'AREA AND
 LX7435'6.10 METERS (20.0 FT) SOUTHEAST FROM A 25 CM DIA CEDAR TREE.
 LX7435'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7435'STAMPED---EVANS 1983---,
 LX7435'SET INTO BEDROCK 0.4 METERS BELOW THE SURFACE.
 LX7435'
 LX7435'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7435'STAMPED---EVANS NO 1 1983---,
 LX7435'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7435'10.36 METERS (34.0 FT) WEST-SOUTHWEST FROM A CORNER OF A BLOCK
 LX7435'GARAGE,
 LX7435'9.90 METERS (32.5 FT) SOUTH FROM A CORNER OF A PARKING AREA AND
 LX7435'3.05 METERS (10.0 FT) NORTH-NORTHWEST FROM A 30 CM DIAMETER OAK TREE.
 LX7435'MARK IS LEVEL WITH STATION.
 LX7435'
 LX7435'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7435'STAMPED---EVANS NO 2 1983---,
 LX7435'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7435'20.1 METERS (66.0 FT) WEST-NORTHWEST FROM A CORNER OF A PAVED
 LX7435'PARKING AREA,
 LX7435'2.68 METERS (8.8 FT) NORTH-NORTHWEST FROM A 20 CM DIAMETER OAK TREE,
 LX7435'2.29 METERS (7.5 FT) EAST-NORTHEAST FROM A 20 CM DIAMETER CEDAR TREE
 LX7435'AND
 LX7435'0.55 METER (1.8 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX7435'MARK IS LEVEL WITH STATION.
 LX7435'
 LX7435'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE
 LX7435'AND NO CUTTING OF ANYTHING WAS PERMITTED.
 LX7435'
 LX7435'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.7 METERS.
 LX7435'
 LX7435'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5906 ***********************************************************************
 LX5906  DESIGNATION -  EVANS CUPOLA
 LX5906  PID         -  LX5906
 LX5906  STATE/COUNTY-  CT/MIDDLESEX
 LX5906  USGS QUAD   -  ESSEX (1977)
 LX5906
 LX5906                         *CURRENT SURVEY CONTROL
 LX5906  ___________________________________________________________________
 LX5906* NAD 83(1996)-  41 21 00.69174(N)    072 23 43.50585(W)     ADJUSTED  
 LX5906* NAVD 88     -                                                        
 LX5906  ___________________________________________________________________
 LX5906  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX5906  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX5906
 LX5906  HORZ ORDER  -  THIRD
 LX5906
 LX5906.The horizontal coordinates were established by classical geodetic methods
 LX5906.and adjusted by the National Geodetic Survey in August 1998..
 LX5906
 LX5906
 LX5906.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5906
 LX5906.The geoid height was determined by GEOID03.
 LX5906
 LX5906;                    North         East     Units Scale Factor Converg.
 LX5906;SPC CT       -   209,862.218   334,474.518   MT  0.99998824   +0 14 06.4
 LX5906;SPC CT       -   688,522.96  1,097,355.15   sFT  0.99998824   +0 14 06.4
 LX5906;UTM  18      - 4,580,906.091   717,895.503   MT  1.00018434   +1 43 17.1
 LX5906
 LX5906                          SUPERSEDED SURVEY CONTROL
 LX5906
 LX5906  NAD 83(1992)-  41 21 00.69081(N)    072 23 43.50555(W) AD(       ) 4
 LX5906  NAD 83(1986)-  41 21 00.69273(N)    072 23 43.50880(W) AD(       ) 4
 LX5906  NAD 27      -  41 21 00.34000(N)    072 23 45.21000(W) AD(       ) 3
 LX5906
 LX5906.Superseded values are not recommended for survey control.
 LX5906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5906.See file dsdata.txt to determine how the superseded data were derived.
 LX5906
 LX5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1789680906(NAD 83)
 LX5906
 LX5906  HISTORY     - Date     Condition        Report By
 LX5906  HISTORY     - 1935     MONUMENTED       CGS
 LX5906  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5906  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5906
 LX5906                          STATION DESCRIPTION
 LX5906
 LX5906'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5906'THE RESIDENCE OF MRS. GEORGE EVANS IS LOCATED ON THE S SIDE OF
 LX5906'EVANS LANE IN THE SOUTHERN PART OF THE VILLAGE OF ESSEX.
 LX5906'
 LX5906'THE MAIN HOUSE IS 2 1/2-STORIES HIGH AND ALMOST SQUARE IN
 LX5906'PLAN.  A 2-STORY WING IS ATTACHED TO THE W SIDE.  A DISTINCTIVE
 LX5906'FEATURE IS THE ALMOST FLAT ROOF WHICH EXTENDS FOR A CONSIDERABLE
 LX5906'DISTANCE BEYOND THE SIDE-WALLS ON BOTH PARTS OF THE HOUSE.
 LX5906'
 LX5906'THERE IS A SQUARE CUPOLA IN THE MIDDLE OF THE MAIN HOUSE
 LX5906'ROOF.  THE CUPOLA ROOF IS OF THE SAME TYPE AS THE OTHERS.  A
 LX5906'WHITE WOODEN FINIAL AT THE APEX OF THE ROOF SUPPORTS A LIGHTNING
 LX5906'ROD.
 LX5906'
 LX5906'CENTER IS THIS FINIAL.
 LX5906
 LX5906                          STATION RECOVERY (1961)
 LX5906
 LX5906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5906'THE HOUSE WAS RECOVERED WITH NO EVIDENCE OF THE CUPOLA.  THIS
 LX5906'STATION SHOULD BE CONSIDERED DESTROYED.
 LX5906
 LX5906                          STATION RECOVERY (1997)
 LX5906
 LX5906'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5906'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0617 ***********************************************************************
 LX0617  DESIGNATION -  F
 LX0617  PID         -  LX0617
 LX0617  STATE/COUNTY-  CT/LITCHFIELD
 LX0617  USGS QUAD   -  NEW PRESTON (1984)
 LX0617
 LX0617                         *CURRENT SURVEY CONTROL
 LX0617  ___________________________________________________________________
 LX0617* NAD 83(1986)-  41 40 52.     (N)    073 20 03.     (W)     SCALED    
 LX0617* NAVD 88     -       206.445  (meters)     677.31   (feet)  POSTED    
 LX0617  ___________________________________________________________________
 LX0617  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX0617  DYNAMIC HT  -         206.370 (meters)     677.07  (feet)  COMP
 LX0617  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LX0617
 LX0617  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0617
 LX0617.The horizontal coordinates were scaled from a topographic map and have
 LX0617.an estimated accuracy of +/- 6 seconds.
 LX0617
 LX0617.The orthometric height was determined by differential leveling
 LX0617.and adjusted by the National Geodetic Survey in 1992..
 LX0617.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0617.rate of 0.0 thru 1.0 mm/km.
 LX0617
 LX0617.The geoid height was determined by GEOID03.
 LX0617
 LX0617.The dynamic height is computed by dividing the NAVD 88
 LX0617.geopotential number by the normal gravity value computed on the
 LX0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0617.degrees latitude (g = 980.6199 gals.).
 LX0617
 LX0617.The modeled gravity was interpolated from observed gravity values.
 LX0617
 LX0617;                    North         East    Units  Estimated Accuracy
 LX0617;SPC CT       -   246,720.      256,160.      MT  (+/- 180 meters Scaled)
 LX0617
 LX0617                          SUPERSEDED SURVEY CONTROL
 LX0617
 LX0617.No superseded survey control is available for this station.
 LX0617
 LX0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM386157(NAD 83)
 LX0617_MARKER: DD = SURVEY DISK
 LX0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0617_SP_SET: CULVERT
 LX0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0617
 LX0617  HISTORY     - Date     Condition        Report By
 LX0617  HISTORY     - UNK      MONUMENTED       CU
 LX0617  HISTORY     - 1916     GOOD             NGS
 LX0617  HISTORY     - 1948     MARK NOT FOUND   USGS
 LX0617
 LX0617                          STATION DESCRIPTION
 LX0617
 LX0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0617'1 MI E FROM NEW PRESTON.
 LX0617'1.0 MILE EAST OF NEW PRESTON, LITCHFIELD COUNTY, ON THE
 LX0617'LITCHFIELD-NEW PRESTON HIGHWAY, ABOUT 500 FT. WEST OF THE
 LX0617'WESTERNMOST OF TWO CROSSROADS WHOSE INTERSECTING ROADS GO EAST
 LX0617'TO LITCHFIELD, WEST TO NEW PRESTON, AND SOUTH TO NEW PRESTON
 LX0617'STATION, AND ABOUT 200 FT. EAST OF A TWO-STORY STONE HOUSE
 LX0617'OWNED BY W.H. MURPHY, ON THE SOUTH SIDE OF THE ROAD, IN A
 LX0617'CULVERT.  A CAMP COLUMBIA STANDARD DISK.
 LX0617
 LX0617                          STATION RECOVERY (1948)
 LX0617
 LX0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LX0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1048 ***********************************************************************
 LW1048  DESIGNATION -  F 10
 LW1048  PID         -  LW1048
 LW1048  STATE/COUNTY-  CT/WINDHAM
 LW1048  USGS QUAD   -  ONECO (1970)
 LW1048
 LW1048                         *CURRENT SURVEY CONTROL
 LW1048  ___________________________________________________________________
 LW1048* NAD 83(1986)-  41 41 48.     (N)    071 47 56.     (W)     SCALED    
 LW1048* NAVD 88     -       112.850  (meters)     370.24   (feet)  ADJUSTED  
 LW1048  ___________________________________________________________________
 LW1048  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1048  DYNAMIC HT  -         112.809 (meters)     370.11  (feet)  COMP
 LW1048  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 LW1048
 LW1048  VERT ORDER  -  FIRST     CLASS II
 LW1048
 LW1048.The horizontal coordinates were scaled from a topographic map and have
 LW1048.an estimated accuracy of +/- 6 seconds.
 LW1048
 LW1048.The orthometric height was determined by differential leveling
 LW1048.and adjusted by the National Geodetic Survey in June 1991..
 LW1048
 LW1048.The geoid height was determined by GEOID03.
 LW1048
 LW1048.The dynamic height is computed by dividing the NAVD 88
 LW1048.geopotential number by the normal gravity value computed on the
 LW1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1048.degrees latitude (g = 980.6199 gals.).
 LW1048
 LW1048.The modeled gravity was interpolated from observed gravity values.
 LW1048
 LW1048;                    North         East    Units  Estimated Accuracy
 LW1048;SPC CT       -   248,720.      383,970.      MT  (+/- 180 meters Scaled)
 LW1048
 LW1048                          SUPERSEDED SURVEY CONTROL
 LW1048
 LW1048  NGVD 29 (??/??/92)  113.091  (m)          371.03   (f) ADJ UNCH    1 2
 LW1048
 LW1048.Superseded values are not recommended for survey control.
 LW1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1048.See file dsdata.txt to determine how the superseded data were derived.
 LW1048
 LW1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG670198(NAD 83)
 LW1048_MARKER: DB = BENCH MARK DISK
 LW1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW1048_STAMPING: F 10 1923
 LW1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1048+STABILITY: SURFACE MOTION
 LW1048
 LW1048  HISTORY     - Date     Condition        Report By
 LW1048  HISTORY     - 1923     MONUMENTED       CGS
 LW1048  HISTORY     - 1934     GOOD             NGS
 LW1048  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1048  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1048
 LW1048                          STATION DESCRIPTION
 LW1048
 LW1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LW1048'AT ONECO.
 LW1048'AT ONECO, WINDHAM COUNTY, ON THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1048'RAILROAD, ABOUT 1/8 MILE EAST OF THE STATION, 5-1/2 RAILS EAST
 LW1048'OF MILEPOST P 27-W 31, IN THE SOUTHWEST ANGLE OF A HIGHWAY
 LW1048'CROSSING, 24 FEET SOUTH OF THE SOUTH RAIL, ABOUT 7 YARDS NORTHWEST
 LW1048'OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 4 FEET HIGHER THAN THE
 LW1048'TRACK.  A STANDARD DISK, STAMPED F 10 1923 AND SET IN THE TOP
 LW1048'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LW1048
 LW1048                          STATION RECOVERY (1988)
 LW1048
 LW1048'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1048'MARK NOT FOUND.
 LW1048
 LW1048                          STATION RECOVERY (1990)
 LW1048
 LW1048'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0594 ***********************************************************************
 LX0594  DESIGNATION -  F 11
 LX0594  PID         -  LX0594
 LX0594  STATE/COUNTY-  CT/HARTFORD
 LX0594  USGS QUAD   -  SOUTHINGTON (1992)
 LX0594
 LX0594                         *CURRENT SURVEY CONTROL
 LX0594  ___________________________________________________________________
 LX0594* NAD 83(1986)-  41 33 42.     (N)    072 56 15.     (W)     SCALED    
 LX0594* NAVD 88     -       145.623  (meters)     477.76   (feet)  ADJUSTED  
 LX0594  ___________________________________________________________________
 LX0594  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX0594  DYNAMIC HT  -         145.577 (meters)     477.61  (feet)  COMP
 LX0594  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 LX0594
 LX0594  VERT ORDER  -  FIRST     CLASS II
 LX0594
 LX0594.The horizontal coordinates were scaled from a topographic map and have
 LX0594.an estimated accuracy of +/- 6 seconds.
 LX0594
 LX0594.The orthometric height was determined by differential leveling
 LX0594.and adjusted by the National Geodetic Survey in June 1991..
 LX0594
 LX0594.The geoid height was determined by GEOID03.
 LX0594
 LX0594.The dynamic height is computed by dividing the NAVD 88
 LX0594.geopotential number by the normal gravity value computed on the
 LX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0594.degrees latitude (g = 980.6199 gals.).
 LX0594
 LX0594.The modeled gravity was interpolated from observed gravity values.
 LX0594
 LX0594;                    North         East    Units  Estimated Accuracy
 LX0594;SPC CT       -   233,310.      289,160.      MT  (+/- 180 meters Scaled)
 LX0594
 LX0594                          SUPERSEDED SURVEY CONTROL
 LX0594
 LX0594  NGVD 29 (??/??/92)  145.894  (m)          478.65   (f) ADJ UNCH    1 2
 LX0594
 LX0594.Superseded values are not recommended for survey control.
 LX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0594.See file dsdata.txt to determine how the superseded data were derived.
 LX0594
 LX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM719031(NAD 83)
 LX0594_MARKER: DB = BENCH MARK DISK
 LX0594_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0594_STAMPING: F 11 1935
 LX0594_MARK LOGO: CGS   
 LX0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0594+STABILITY: SURFACE MOTION
 LX0594
 LX0594  HISTORY     - Date     Condition        Report By
 LX0594  HISTORY     - 1935     MONUMENTED       CGS
 LX0594  HISTORY     - 1972     GOOD             CTGS
 LX0594  HISTORY     - 1985     GOOD             NGS
 LX0594
 LX0594                          STATION DESCRIPTION
 LX0594
 LX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0594'1.8 MI W FROM MILLDALE.
 LX0594'ABOUT 1.8 MILES WEST ALONG STATE HIGHWAY 14 FROM MILLDALE,
 LX0594'HARTFORD COUNTY, AT THE MIDDLE OF THE SLOPE OF ONE MILE HILL,
 LX0594'ABOUT 150 FEET EAST OF THE INTERSECTION OF A DIRT ROAD, AT A
 LX0594'12-FOOT CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE
 LX0594'NORTH HEAD WALL, 30 FEET NORTH OF THE CENTER LINE OF THE
 LX0594'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.  A STANDARD
 LX0594'DISK, STAMPED F 11 1935.
 LX0594
 LX0594                          STATION RECOVERY (1972)
 LX0594
 LX0594'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0594'RECOVERED IN GOOD CONDITION.
 LX0594
 LX0594                          STATION RECOVERY (1985)
 LX0594
 LX0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0594'RECOVERED IN GOOD CONDITION, NEW TO REACH FOLLOWS, 4.0 KM (2.5 MI)
 LX0594'WEST ALONG STATE HIGHWAYS 66 AND 322 FROM THE INTERSECTION OF STATE
 LX0594'HIGHWAY 10 IN MILLDALE TO THE MARK ON THE RIGHT, AT THE JUNCTION OF
 LX0594'OLD MOUNTAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0024 ***********************************************************************
 LX0024  DESIGNATION -  F 12
 LX0024  PID         -  LX0024
 LX0024  STATE/COUNTY-  CT/NEW LONDON
 LX0024  USGS QUAD   -  NORWICH (1983)
 LX0024
 LX0024                         *CURRENT SURVEY CONTROL
 LX0024  ___________________________________________________________________
 LX0024* NAD 83(1986)-  41 30 25.     (N)    072 05 05.     (W)     SCALED    
 LX0024* NAVD 88     -         2.496  (meters)       8.19   (feet)  ADJUSTED  
 LX0024  ___________________________________________________________________
 LX0024  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX0024  DYNAMIC HT  -           2.495 (meters)       8.19  (feet)  COMP
 LX0024  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LX0024
 LX0024  VERT ORDER  -  SECOND    CLASS 0
 LX0024
 LX0024.The horizontal coordinates were scaled from a topographic map and have
 LX0024.an estimated accuracy of +/- 6 seconds.
 LX0024
 LX0024.The orthometric height was determined by differential leveling
 LX0024.and adjusted by the National Geodetic Survey in June 1991..
 LX0024
 LX0024.The geoid height was determined by GEOID03.
 LX0024
 LX0024.The dynamic height is computed by dividing the NAVD 88
 LX0024.geopotential number by the normal gravity value computed on the
 LX0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0024.degrees latitude (g = 980.6199 gals.).
 LX0024
 LX0024.The modeled gravity was interpolated from observed gravity values.
 LX0024
 LX0024;                    North         East    Units  Estimated Accuracy
 LX0024;SPC CT       -   227,420.      360,340.      MT  (+/- 180 meters Scaled)
 LX0024
 LX0024                          SUPERSEDED SURVEY CONTROL
 LX0024
 LX0024  NGVD 29 (??/??/92)    2.787  (m)            9.14   (f) ADJ UNCH    2 0
 LX0024
 LX0024.Superseded values are not recommended for survey control.
 LX0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0024.See file dsdata.txt to determine how the superseded data were derived.
 LX0024
 LX0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL433991(NAD 83)
 LX0024_MARKER: DB = BENCH MARK DISK
 LX0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0024_SP_SET: CONCRETE ROAD
 LX0024_STAMPING: F 12 1935
 LX0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0024
 LX0024  HISTORY     - Date     Condition        Report By
 LX0024  HISTORY     - 1935     MONUMENTED       CGS
 LX0024  HISTORY     - 20060420 MARK NOT FOUND   USPSQD
 LX0024
 LX0024                          STATION DESCRIPTION
 LX0024
 LX0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0024'1.4 MI S FROM NORWICH.
 LX0024'ABOUT 1.4 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY
 LX0024'FROM THE STATION AT NORWICH, NEW LONDON COUNTY, ABOUT 300 FEET
 LX0024'SOUTH OF MILEPOST 12, IN THE CONCRETE ROAD LEADING TO A
 LX0024'ONE-STORY BRICK BUILDING OF THE DAHL OIL CO., 8 FEET EAST OF
 LX0024'THE NORTHWEST CORNER OF THE BUILDING, 25 FEET EAST OF THE
 LX0024'CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER THAN THE
 LX0024'TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 12 1935.
 LX0024
 LX0024                          STATION RECOVERY (2006)
 LX0024
 LX0024'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0024'MILEPOST 12 ALSO NOT FOUND.  DID FIND MILEPOSTS 11.8 AND 12.35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0957 ***********************************************************************
 LX0957  DESIGNATION -  F 13
 LX0957  PID         -  LX0957
 LX0957  STATE/COUNTY-  CT/FAIRFIELD
 LX0957  USGS QUAD   -  DANBURY (1984)
 LX0957
 LX0957                         *CURRENT SURVEY CONTROL
 LX0957  ___________________________________________________________________
 LX0957* NAD 83(1986)-  41 25 31.     (N)    073 24 44.     (W)     SCALED    
 LX0957* NAVD 88     -        93.005  (meters)     305.13   (feet)  ADJUSTED  
 LX0957  ___________________________________________________________________
 LX0957  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX0957  DYNAMIC HT  -          92.974 (meters)     305.03  (feet)  COMP
 LX0957  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 LX0957
 LX0957  VERT ORDER  -  SECOND    CLASS 0
 LX0957
 LX0957.The horizontal coordinates were scaled from a topographic map and have
 LX0957.an estimated accuracy of +/- 6 seconds.
 LX0957
 LX0957.The orthometric height was determined by differential leveling
 LX0957.and adjusted by the National Geodetic Survey in June 1991..
 LX0957
 LX0957.The geoid height was determined by GEOID03.
 LX0957
 LX0957.The dynamic height is computed by dividing the NAVD 88
 LX0957.geopotential number by the normal gravity value computed on the
 LX0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0957.degrees latitude (g = 980.6199 gals.).
 LX0957
 LX0957.The modeled gravity was interpolated from observed gravity values.
 LX0957
 LX0957;                    North         East    Units  Estimated Accuracy
 LX0957;SPC CT       -   218,350.      249,450.      MT  (+/- 180 meters Scaled)
 LX0957
 LX0957                          SUPERSEDED SURVEY CONTROL
 LX0957
 LX0957  NGVD 29 (??/??/92)   93.281  (m)          306.04   (f) ADJ UNCH    2 0
 LX0957
 LX0957.Superseded values are not recommended for survey control.
 LX0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0957.See file dsdata.txt to determine how the superseded data were derived.
 LX0957
 LX0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL326871(NAD 83)
 LX0957_MARKER: DB = BENCH MARK DISK
 LX0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0957_SP_SET: SIGNAL TOWER BASE
 LX0957_STAMPING: F 13 1935
 LX0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0957
 LX0957  HISTORY     - Date     Condition        Report By
 LX0957  HISTORY     - 1935     MONUMENTED       CGS
 LX0957  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0957
 LX0957                          STATION DESCRIPTION
 LX0957
 LX0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0957'4.2 MI W FROM HAWLEYVILLE.
 LX0957'4.2 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0957'FROM THE STATION AT HAWLEYVILLE, FAIRFIELD COUNTY, ABOUT 3.1
 LX0957'MILES NORTH OF DANBURY, AT THE STEARNS LIME CO., 93 FEET SOUTH
 LX0957'OF SIGNAL HOUSE 199, AT A SIGNAL TOWER, IN THE TOP OF THE
 LX0957'SOUTHWEST CORNER OF THE BASE, 8 FEET EAST OF THE EAST RAIL, AND
 LX0957'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0957'F 13 1935.
 LX0957
 LX0957                          STATION RECOVERY (1983)
 LX0957
 LX0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0057 ***********************************************************************
 LX0057  DESIGNATION -  F 14
 LX0057  PID         -  LX0057
 LX0057  STATE/COUNTY-  CT/TOLLAND
 LX0057  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX0057
 LX0057                         *CURRENT SURVEY CONTROL
 LX0057  ___________________________________________________________________
 LX0057* NAD 83(1986)-  41 57 54.     (N)    072 19 25.     (W)     SCALED    
 LX0057* NAVD 88     -       159.738  (meters)     524.07   (feet)  ADJUSTED  
 LX0057  ___________________________________________________________________
 LX0057  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX0057  DYNAMIC HT  -         159.688 (meters)     523.91  (feet)  COMP
 LX0057  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 LX0057
 LX0057  VERT ORDER  -  FIRST     CLASS II
 LX0057
 LX0057.The horizontal coordinates were scaled from a topographic map and have
 LX0057.an estimated accuracy of +/- 6 seconds.
 LX0057
 LX0057.The orthometric height was determined by differential leveling
 LX0057.and adjusted by the National Geodetic Survey in June 1991..
 LX0057
 LX0057.The geoid height was determined by GEOID03.
 LX0057
 LX0057.The dynamic height is computed by dividing the NAVD 88
 LX0057.geopotential number by the normal gravity value computed on the
 LX0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0057.degrees latitude (g = 980.6199 gals.).
 LX0057
 LX0057.The modeled gravity was interpolated from observed gravity values.
 LX0057
 LX0057;                    North         East    Units  Estimated Accuracy
 LX0057;SPC CT       -   278,170.      340,150.      MT  (+/- 180 meters Scaled)
 LX0057
 LX0057                          SUPERSEDED SURVEY CONTROL
 LX0057
 LX0057.No superseded survey control is available for this station.
 LX0057
 LX0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM217493(NAD 83)
 LX0057_MARKER: DB = BENCH MARK DISK
 LX0057_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0057_STAMPING: F 14 1935
 LX0057_MARK LOGO: CGS   
 LX0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0057
 LX0057  HISTORY     - Date     Condition        Report By
 LX0057  HISTORY     - 1935     MONUMENTED       CGS
 LX0057  HISTORY     - 1943     GOOD             USGS
 LX0057  HISTORY     - 1984     GOOD             NGS
 LX0057
 LX0057                          STATION DESCRIPTION
 LX0057
 LX0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0057'1.5 MI N FROM STAFFORD SPRINGS.
 LX0057'ABOUT 1.5 MILES NORTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0057'STATION AT STAFFORD SPRINGS, TOLLAND COUNTY, ABOUT 490 FEET
 LX0057'NORTH OF MILEPOST 51, AT 60-FOOT SPAN GIRDER BRIDGE 52 1/2 OVER
 LX0057'STATE HIGWAY 32, IN THE EAST CORNER OF THE SOUTH CONCRETE BACK
 LX0057'WALL, 8 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 LX0057'9 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LX0057'STAMPED F 14 1935.
 LX0057
 LX0057                          STATION RECOVERY (1943)
 LX0057
 LX0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0057'1.5 MILES WEST ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0057'STAFFORD SPRINGS, TOLLAND COUNTY, 490 FEET NORTH OF MILEPOST 51, AT
 LX0057'60-FOOT SPAN GIRDER BRIDGE 52-1/2 OVER STATE HIGHWAY 20, IN THE EAST
 LX0057'CORNER OF THE SOUTH CONCRETE BACK WALL, 8 FEET EAST OF THE CENTERLINE
 LX0057'OF THE TRACK, AND ABOUT 9 INCHES LOWER THAN THE TOP OF THE RAIL.
 LX0057
 LX0057                          STATION RECOVERY (1984)
 LX0057
 LX0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0057'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.7 KM (1.65 MI)
 LX0057'WEST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN STAFFORD SPRINGS TO
 LX0057'THE MARK ON THE LEFT, IN TOP OF THE EAST END OF THE SOUTH ABUTMENT OF
 LX0057'AN OVERPASS OF THE CENTERAL VERMONT RAILROAD, 8.99 METERS (29.5 FT)
 LX0057'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.83 METERS (6.0 DT) EAST OF
 LX0057'THE EAST RAIL OF THE TRACKS.
 LX0057'THE MARK IS 4.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0938 ***********************************************************************
 LX0938  DESIGNATION -  F 15
 LX0938  PID         -  LX0938
 LX0938  STATE/COUNTY-  CT/FAIRFIELD
 LX0938  USGS QUAD   -  NORWALK NORTH (1975)
 LX0938
 LX0938                         *CURRENT SURVEY CONTROL
 LX0938  ___________________________________________________________________
 LX0938* NAD 83(1986)-  41 10 57.     (N)    073 25 21.     (W)     SCALED    
 LX0938* NAVD 88     -        51.078  (meters)     167.58   (feet)  ADJUSTED  
 LX0938  ___________________________________________________________________
 LX0938  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0938  DYNAMIC HT  -          51.061 (meters)     167.52  (feet)  COMP
 LX0938  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX0938
 LX0938  VERT ORDER  -  SECOND    CLASS 0
 LX0938
 LX0938.The horizontal coordinates were scaled from a topographic map and have
 LX0938.an estimated accuracy of +/- 6 seconds.
 LX0938
 LX0938.The orthometric height was determined by differential leveling
 LX0938.and adjusted by the National Geodetic Survey in June 1991..
 LX0938
 LX0938.The geoid height was determined by GEOID03.
 LX0938
 LX0938.The dynamic height is computed by dividing the NAVD 88
 LX0938.geopotential number by the normal gravity value computed on the
 LX0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0938.degrees latitude (g = 980.6199 gals.).
 LX0938
 LX0938.The modeled gravity was interpolated from observed gravity values.
 LX0938
 LX0938;                    North         East    Units  Estimated Accuracy
 LX0938;SPC CT       -   191,400.      248,380.      MT  (+/- 180 meters Scaled)
 LX0938
 LX0938                          SUPERSEDED SURVEY CONTROL
 LX0938
 LX0938  NGVD 29 (??/??/92)   51.407  (m)          168.66   (f) ADJ UNCH    2 0
 LX0938
 LX0938.Superseded values are not recommended for survey control.
 LX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0938.See file dsdata.txt to determine how the superseded data were derived.
 LX0938
 LX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL323602(NAD 83)
 LX0938_MARKER: DB = BENCH MARK DISK
 LX0938_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0938+WITH SETTING: PAVEMENT
 LX0938_STAMPING: F 15 1935
 LX0938_MARK LOGO: CGS   
 LX0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0938+STABILITY: SURFACE MOTION
 LX0938
 LX0938  HISTORY     - Date     Condition        Report By
 LX0938  HISTORY     - 1935     MONUMENTED       CGS
 LX0938  HISTORY     - 1958     GOOD             NGS
 LX0938  HISTORY     - 1983     GOOD             NGS
 LX0938  HISTORY     - 1984     POOR             NGS
 LX0938  HISTORY     - 1985     GOOD             USPSQD
 LX0938
 LX0938                          STATION DESCRIPTION
 LX0938
 LX0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LX0938'1.2 MI N FROM SOUTH WILTON.
 LX0938'1.2 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0938'FROM THE STATION AT SOUTH WILTON, FAIRFIELD COUNTY, 90 FEET NORTH
 LX0938'OF THE CENTER OF THE OVERHEAD CROSSING OF WOLF PIT ROAD WHICH
 LX0938'INTERSECTS U.S. HIGHWAY 7 ABOUT 1/2 MILE SOUTH OF THE WILTON TOWN
 LX0938'HALL, LEADED INTO THE SOUTHWEST CORNER OF THE BASE OF POWER-LINE
 LX0938'TOWER 143, 9 FEET EAST OF THE EAST RAIL AND LEVEL WITH THE RAIL.
 LX0938'A STANDARD DISK, STAMPED F 15 1935.
 LX0938
 LX0938                          STATION RECOVERY (1983)
 LX0938
 LX0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0938'RECOVERED IN GOOD CONDITION.
 LX0938
 LX0938                          STATION RECOVERY (1984)
 LX0938
 LX0938'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0938'RECOVERED IN POOR CONDITION, THE POWER LINE TOWER IS NOW ABANDONED AND
 LX0938'THE CONCRETE BASE IS DETERIORATING, NOT LEVELED TO IN 1984.
 LX0938
 LX0938                          STATION RECOVERY (1985)
 LX0938
 LX0938'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0938'NOTE: THE DANBURY BRANCH OF THE RAILROAD IS NO LONGER ELECTRIFIED,
 LX0938'ALL OF THE TOWERS ON THE WEST SIDE OF THE TRACK IN THIS AREA HAVE
 LX0938'BEEN REMOVED, AND THE REMAINING TOWERS HAVE NOT BEEN PAINTED IN MANY
 LX0938'YEARS. NO TOWER DESIGNATIONS REMAINS. THE WOLF PIT ROAD BRIDGE HAS
 LX0938'BEEN REBUILT THE CORRECT LOCATION IS NOW 115 FEET NORTH OF THE
 LX0938'CENTERLINE OF THE OVERHEAD CROSSING OF WOLF PIT ROAD, 9 FEET EAST OF
 LX0938'THE EAST RAIL AND ABOUT ONE FOOT BELOW THE LEVEL OF THE RAILS. THE
 LX0938'TOWER IS UNMARKED AND THE BASE HAS BEEN ERODED AND CHIPPED AWAY IN
 LX0938'THE AREA OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0563 ***********************************************************************
 LX0563  DESIGNATION -  F 18
 LX0563  PID         -  LX0563
 LX0563  STATE/COUNTY-  CT/HARTFORD
 LX0563  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0563
 LX0563                         *CURRENT SURVEY CONTROL
 LX0563  ___________________________________________________________________
 LX0563* NAD 83(1986)-  41 46 22.     (N)    072 40 48.     (W)     SCALED    
 LX0563* NAVD 88     -        14.036  (meters)      46.05   (feet)  ADJUSTED  
 LX0563  ___________________________________________________________________
 LX0563  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX0563  DYNAMIC HT  -          14.032 (meters)      46.04  (feet)  COMP
 LX0563  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 LX0563
 LX0563  VERT ORDER  -  SECOND    CLASS 0
 LX0563
 LX0563.The horizontal coordinates were scaled from a topographic map and have
 LX0563.an estimated accuracy of +/- 6 seconds.
 LX0563
 LX0563.The orthometric height was determined by differential leveling
 LX0563.and adjusted by the National Geodetic Survey in June 1991..
 LX0563
 LX0563.The geoid height was determined by GEOID03.
 LX0563
 LX0563.The dynamic height is computed by dividing the NAVD 88
 LX0563.geopotential number by the normal gravity value computed on the
 LX0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0563.degrees latitude (g = 980.6199 gals.).
 LX0563
 LX0563.The modeled gravity was interpolated from observed gravity values.
 LX0563
 LX0563;                    North         East    Units  Estimated Accuracy
 LX0563;SPC CT       -   256,740.      310,620.      MT  (+/- 180 meters Scaled)
 LX0563
 LX0563                          SUPERSEDED SURVEY CONTROL
 LX0563
 LX0563.No superseded survey control is available for this station.
 LX0563
 LX0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM928271(NAD 83)
 LX0563_MARKER: DB = BENCH MARK DISK
 LX0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0563_STAMPING: F 18 1935
 LX0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0563+STABILITY: SURFACE MOTION
 LX0563
 LX0563  HISTORY     - Date     Condition        Report By
 LX0563  HISTORY     - 1935     MONUMENTED       CGS
 LX0563
 LX0563                          STATION DESCRIPTION
 LX0563
 LX0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0563'AT HARTFORD.
 LX0563'AT HARTFORD ON N.Y.N.H. AND H.R.R. 300 FEET NORTH OF WALNUT
 LX0563'ST. OVERHEAD GRADE CROSSING, 210 FEET NORTHWEST OF 4-STORY BRICK
 LX0563'BUILDING OF LOOMIS AND WILLSON CO., WHOLESALE GROCERS, ON
 LX0563'ATLANTIC ST., 180 FEET NORTH OF 4-STORY BRICK BUILDING OCCUPIED
 LX0563'BY COLONIAL UPHOLSTERING CO., CAPITOL FLOOR COVERING CO., 70
 LX0563'WALNUT ST. 70 FEET WEST OF WESTERNMOST TRACK, 40 FEET SOUTH OF
 LX0563'SOUTH END OF HARTFORD LUMBER CO., 160 FEET EAST OF CENTER LINE
 LX0563'OF CHESTNUT STREET, IN EMPTY LOT SOUTH OF HARTFORD LUMBER CO., 3
 LX0563'FEET ABOVE TOP OF RAIL A CONCRETE POST WITH 6 IN PROJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0564 ***********************************************************************
 LX0564  DESIGNATION -  F 18 RESET
 LX0564  PID         -  LX0564
 LX0564  STATE/COUNTY-  CT/HARTFORD
 LX0564  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0564
 LX0564                         *CURRENT SURVEY CONTROL
 LX0564  ___________________________________________________________________
 LX0564* NAD 83(1986)-  41 46 20.     (N)    072 40 48.     (W)     SCALED    
 LX0564* NAVD 88     -        21.314  (meters)      69.93   (feet)  ADJUSTED  
 LX0564  ___________________________________________________________________
 LX0564  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX0564  DYNAMIC HT  -          21.308 (meters)      69.91  (feet)  COMP
 LX0564  MODELED GRAV-     980,330.5   (mgal)                       NAVD 88
 LX0564
 LX0564  VERT ORDER  -  FIRST     CLASS II
 LX0564
 LX0564.The horizontal coordinates were scaled from a topographic map and have
 LX0564.an estimated accuracy of +/- 6 seconds.
 LX0564
 LX0564.The orthometric height was determined by differential leveling
 LX0564.and adjusted by the National Geodetic Survey in June 1991..
 LX0564
 LX0564.The geoid height was determined by GEOID03.
 LX0564
 LX0564.The dynamic height is computed by dividing the NAVD 88
 LX0564.geopotential number by the normal gravity value computed on the
 LX0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0564.degrees latitude (g = 980.6199 gals.).
 LX0564
 LX0564.The modeled gravity was interpolated from observed gravity values.
 LX0564
 LX0564;                    North         East    Units  Estimated Accuracy
 LX0564;SPC CT       -   256,680.      310,620.      MT  (+/- 180 meters Scaled)
 LX0564
 LX0564                          SUPERSEDED SURVEY CONTROL
 LX0564
 LX0564  NGVD 29 (??/??/??)   21.57   (m)           70.8    (f) RESET       3  
 LX0564
 LX0564.Superseded values are not recommended for survey control.
 LX0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0564.See file dsdata.txt to determine how the superseded data were derived.
 LX0564
 LX0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM928270(NAD 83)
 LX0564_MARKER: DD = SURVEY DISK
 LX0564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0564_SP_SET: BRIDGE ABUTMENT
 LX0564_STAMPING: F 18 RESET 1952
 LX0564_MARK LOGO: USGS  
 LX0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0564
 LX0564  HISTORY     - Date     Condition        Report By
 LX0564  HISTORY     - 1952     MONUMENTED       USGS
 LX0564  HISTORY     - 1978     GOOD             NGS
 LX0564  HISTORY     - 1984     GOOD             NGS
 LX0564  HISTORY     - 1985     GOOD             NGS
 LX0564  HISTORY     - 1986     GOOD             NGS
 LX0564
 LX0564                          STATION DESCRIPTION
 LX0564
 LX0564'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LX0564'AT HARTFORD.
 LX0564'AT HARTFORD, HARTFORD COUNTY, 177 FEET WEST ALONG WALNUT STREET
 LX0564'FROM THE WEST CURB LINE OF HOADLEY PLACE, AT THE WALNUT STREET
 LX0564'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0564'IN THE NORTH END OF THE EAST ABUTMENT, 22 FEET NORTH OF THE
 LX0564'CENTERLINE OF THE STREET, 9.5 FEET NORTHWEST OF H.E.L. STREET-LAMP
 LX0564'POST 2644, 2 FEET NORTH OF THE EAST END POST OF THE NORTH
 LX0564'HANDRAIL, AND AT SIDEWALK LEVEL.  A STANDARD DISK, STAMPED F 18
 LX0564'RESET 1952.
 LX0564
 LX0564                          STATION RECOVERY (1978)
 LX0564
 LX0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0564'RECOVERED IN GOOD CONDITION.
 LX0564
 LX0564                          STATION RECOVERY (1984)
 LX0564
 LX0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0564'RECOVERED IN GOOD CONDITION.
 LX0564
 LX0564                          STATION RECOVERY (1985)
 LX0564
 LX0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0564'RECOVERED IN GOOD CONDITION.
 LX0564
 LX0564                          STATION RECOVERY (1986)
 LX0564
 LX0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0721 ***********************************************************************
 LX0721  DESIGNATION -  F 19
 LX0721  PID         -  LX0721
 LX0721  STATE/COUNTY-  CT/LITCHFIELD
 LX0721  USGS QUAD   -  NORFOLK (1969)
 LX0721
 LX0721                         *CURRENT SURVEY CONTROL
 LX0721  ___________________________________________________________________
 LX0721* NAD 83(1986)-  41 57 13.     (N)    073 10 29.     (W)     SCALED    
 LX0721* NAVD 88     -       372.208  (meters)    1221.15   (feet)  ADJUSTED  
 LX0721  ___________________________________________________________________
 LX0721  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX0721  DYNAMIC HT  -         372.078 (meters)    1220.73  (feet)  COMP
 LX0721  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 LX0721
 LX0721  VERT ORDER  -  SECOND    CLASS 0
 LX0721
 LX0721.The horizontal coordinates were scaled from a topographic map and have
 LX0721.an estimated accuracy of +/- 6 seconds.
 LX0721
 LX0721.The orthometric height was determined by differential leveling
 LX0721.and adjusted by the National Geodetic Survey in June 1991..
 LX0721
 LX0721.The geoid height was determined by GEOID03.
 LX0721
 LX0721.The dynamic height is computed by dividing the NAVD 88
 LX0721.geopotential number by the normal gravity value computed on the
 LX0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0721.degrees latitude (g = 980.6199 gals.).
 LX0721
 LX0721.The modeled gravity was interpolated from observed gravity values.
 LX0721
 LX0721;                    North         East    Units  Estimated Accuracy
 LX0721;SPC CT       -   276,910.      269,590.      MT  (+/- 180 meters Scaled)
 LX0721
 LX0721                          SUPERSEDED SURVEY CONTROL
 LX0721
 LX0721  NGVD 29 (??/??/92)  372.393  (m)         1221.76   (f) ADJ UNCH    2 0
 LX0721
 LX0721.Superseded values are not recommended for survey control.
 LX0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0721.See file dsdata.txt to determine how the superseded data were derived.
 LX0721
 LX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM512462(NAD 83)
 LX0721_MARKER: DB = BENCH MARK DISK
 LX0721_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0721_SP_SET: CULVERT
 LX0721_STAMPING: F 19 1935
 LX0721_MARK LOGO: CGS   
 LX0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0721
 LX0721  HISTORY     - Date     Condition        Report By
 LX0721  HISTORY     - 1935     MONUMENTED       CGS
 LX0721  HISTORY     - 1936     GOOD             NGS
 LX0721  HISTORY     - 1942     GOOD             CTDT
 LX0721  HISTORY     - 1972     GOOD             CTGS
 LX0721  HISTORY     - 1984     GOOD             NGS
 LX0721
 LX0721                          STATION DESCRIPTION
 LX0721
 LX0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LX0721'3.5 MI SE FROM NORFOLK.
 LX0721'3.5 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED NEW
 LX0721'YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT
 LX0721'NORFOLK, LITCHFIELD COUNTY, 6.6 MILES NORTHWEST OF WINSTED, AT
 LX0721'A SECONDARY-ROAD CROSSING, AT 10-FOOT SPAN CONCRETE-BOX CULVERT
 LX0721'41.75, IN THE WEST END OF THE NORTH HEADWALL, 50 FEET SOUTHWEST
 LX0721'OF POLE 1296, 50 FEET WEST OF THE CENTERLINE OF A MACADAM ROAD,
 LX0721'AND ABOUT 1 FOOT LOWER THAN THE OLD ROADBED.  A STANDARD DISK,
 LX0721'STAMPED F 19 1935.  NOTE-- RAILS AND MILEPOSTS HAVE BEEN REMOVED.
 LX0721
 LX0721                          STATION RECOVERY (1942)
 LX0721
 LX0721'RECOVERY NOTE BY CT DEPT OF TRANSP 1942
 LX0721'RECOVERED IN GOOD CONDITION.
 LX0721
 LX0721                          STATION RECOVERY (1972)
 LX0721
 LX0721'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0721'RECOVERED IN GOOD CONDITION.
 LX0721
 LX0721                          STATION RECOVERY (1984)
 LX0721
 LX0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0721'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.8 KM (1.75 MI)
 LX0721'SOUTH ALONG STATE HIGHWAY 272 FROM THE JUNCTION OF U.S. HIGHWAY 44 IN
 LX0721'NORFOLK, THENCE 2.2 KM (1.35 MI) SOUTHEAST ALONG WINCHESTER ROAD,
 LX0721'THENCE 0.7 KM (0.45 MI) EAST ALONG GRANTVILLE ROAD TO THE JUNCTION OF
 LX0721'TRAIL ROAD LEADING NORTH AND THE MARK ON THE LEFT, IN TOP OF THE NORTH
 LX0721'END OF THE EAST HEADWALL OF A CULVERT UNDER THE TRAIL ROAD, 12.80
 LX0721'METERS (42.0 FT) NORTH OF THE CENTER OF GRANTVILLE ROAD, 3.35 METERS
 LX0721'(11.0 FT) EAST OF THE CENTER OF THE TRAIL ROAD, 0.30 METER (1.0 FT)
 LX0721'SOUTH OF THE NORTH END OF THE HEADWALL.  NOTE--NOT LEVELED TO IN 1984.
 LX0721'THE MARK IS ABOVE LEVEL WITH GRANTVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0822 ***********************************************************************
 LX0822  DESIGNATION -  F 2
 LX0822  PID         -  LX0822
 LX0822  STATE/COUNTY-  CT/FAIRFIELD
 LX0822  USGS QUAD   -  WESTPORT (1975)
 LX0822
 LX0822                         *CURRENT SURVEY CONTROL
 LX0822  ___________________________________________________________________
 LX0822* NAD 83(1986)-  41 08 11.     (N)    073 17 10.     (W)     SCALED    
 LX0822* NAVD 88     -         6.806  (meters)      22.33   (feet)  POSTED    
 LX0822  ___________________________________________________________________
 LX0822  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0822  DYNAMIC HT  -           6.800 (meters)      22.31  (feet)  COMP
 LX0822  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 LX0822
 LX0822  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0822
 LX0822.The horizontal coordinates were scaled from a topographic map and have
 LX0822.an estimated accuracy of +/- 6 seconds.
 LX0822
 LX0822.The orthometric height was determined by differential leveling
 LX0822.and adjusted by the National Geodetic Survey in 1992..
 LX0822.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0822.rate of 1.1 thru 2.0 mm/km.
 LX0822
 LX0822.The geoid height was determined by GEOID03.
 LX0822
 LX0822.The dynamic height is computed by dividing the NAVD 88
 LX0822.geopotential number by the normal gravity value computed on the
 LX0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0822.degrees latitude (g = 980.6199 gals.).
 LX0822
 LX0822.The modeled gravity was interpolated from observed gravity values.
 LX0822
 LX0822;                    North         East    Units  Estimated Accuracy
 LX0822;SPC CT       -   186,200.      259,790.      MT  (+/- 180 meters Scaled)
 LX0822
 LX0822                          SUPERSEDED SURVEY CONTROL
 LX0822
 LX0822.No superseded survey control is available for this station.
 LX0822
 LX0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL438553(NAD 83)
 LX0822_MARKER: DB = BENCH MARK DISK
 LX0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0822_SP_SET: ABUTMENT
 LX0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0822
 LX0822  HISTORY     - Date     Condition        Report By
 LX0822  HISTORY     - 1922     MONUMENTED       CGS
 LX0822  HISTORY     - 1922     GOOD             NGS
 LX0822
 LX0822                          STATION DESCRIPTION
 LX0822
 LX0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 LX0822'IN SOUTHPORT.
 LX0822'A STANDARD BRASS DISC IMBEDDED IN THE SOUTH PARAPET OF THE EAST
 LX0822'ABUTMENT OF R.R. BRIDGE NO. 37.14 OVER THE BOSTON POST ROAD.  THE
 LX0822'B.M. IS ABOUT 200 METERS EAST OF THE NEW HAVEN DEPOT AT
 LX0822'SOUTHPORT, ABOUT 35 METERS WEST OF POWER TRANSMISSION TOWER NO.
 LX0822'662, AND ABOUT 1.5 METERS SOUTH OF THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3315 ***********************************************************************
 LW3315  DESIGNATION -  F 2
 LW3315  PID         -  LW3315
 LW3315  STATE/COUNTY-  CT/NEW LONDON
 LW3315  USGS QUAD   -  WATCH HILL (1984)
 LW3315
 LW3315                         *CURRENT SURVEY CONTROL
 LW3315  ___________________________________________________________________
 LW3315* NAD 83(1996)-  41 19 36.14221(N)    071 51 13.56890(W)     ADJUSTED  
 LW3315* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW3315  ___________________________________________________________________
 LW3315  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 LW3315  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3315
 LW3315  HORZ ORDER  -  THIRD
 LW3315
 LW3315.The horizontal coordinates were established by classical geodetic methods
 LW3315.and adjusted by the National Geodetic Survey in August 1998..
 LW3315
 LW3315.The orthometric height was scaled from a topographic map.
 LW3315
 LW3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3315
 LW3315.The geoid height was determined by GEOID03.
 LW3315
 LW3315;                    North         East     Units Scale Factor Converg.
 LW3315;SPC CT       -   207,582.092   379,829.473   MT  0.99998963   +0 35 39.3
 LW3315;SPC CT       -   681,042.25  1,246,157.20   sFT  0.99998963   +0 35 39.3
 LW3315;SPC RI       -    27,088.679    70,383.185   MT  1.00000454   -0 14 01.0
 LW3315;SPC RI       -    88,873.44    230,915.50   sFT  1.00000454   -0 14 01.0
 LW3315;SPC NY L     -   131,024.114   479,666.264   MT  1.00002945   +1 24 13.7
 LW3315;SPC NY L     -   429,868.28  1,573,705.07   sFT  1.00002945   +1 24 13.7
 LW3315;UTM  19      - 4,578,954.949   261,169.860   MT  1.00030204   -1 53 07.4
 LW3315
 LW3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3315!SPC CT       -   1.00000470  x   0.99998963  =   0.99999433
 LW3315!SPC RI       -   1.00000470  x   1.00000454  =   1.00000924
 LW3315!SPC NY L     -   1.00000470  x   1.00002945  =   1.00003415
 LW3315!UTM  19      -   1.00000470  x   1.00030204  =   1.00030674
 LW3315
 LW3315:                Primary Azimuth Mark                     Grid Az
 LW3315:SPC CT       -  F 3                                      020 20 20.8
 LW3315:SPC RI       -  F 3                                      021 10 01.1
 LW3315:SPC NY L     -  F 3                                      019 31 46.4
 LW3315:UTM  19      -  F 3                                      022 49 07.5
 LW3315
 LW3315|---------------------------------------------------------------------|
 LW3315| PID    Reference Object                     Distance      Geod. Az  |
 LW3315|                                                           dddmmss.s |
 LW3315| LW3295 F 3                                 483.651 METERS 0205600.1 |
 LW3315| LW3317 SULLIVANS BARN CUPOLA               APPROX. 1.5 KM 0340518.9 |
 LW3315| LW3303 GARDNERS BARN CUPOLA                APPROX. 0.9 KM 0680921.3 |
 LW3315| LW3330 MISQUAMICUT CLUBHOUSE               APPROX. 1.8 KM 1085204.2 |
 LW3315| LW3318 BABCOCK CUPOLA                      APPROX. 1.4 KM 1433450.2 |
 LW3315| LW3296 POINT                               APPROX. 0.6 KM 1520549.0 |
 LW3315| LW3298 WATCH HILL WINDMILL                 APPROX. 1.4 KM 1665235.2 |
 LW3315| LW3339 WATCH HILL OCEAN HOUSE FLAG         APPROX. 1.8 KM 1794630.8 |
 LW3315| LW3311 TRUMBELL FLAGPOLE                   APPROX. 0.8 KM 1934948.0 |
 LW3315| CB7684 F 2 RM 1                             27.970 METERS 26053     |
 LW3315| CB7685 F 2 RM 2                             10.700 METERS 33323     |
 LW3315|---------------------------------------------------------------------|
 LW3315
 LW3315                          SUPERSEDED SURVEY CONTROL
 LW3315
 LW3315  NAD 83(1992)-  41 19 36.14089(N)    071 51 13.56810(W) AD(       ) 3
 LW3315  NAD 83(1986)-  41 19 36.14020(N)    071 51 13.57050(W) AD(       ) 3
 LW3315  NAD 27      -  41 19 35.78400(N)    071 51 15.32400(W) AD(       ) 3
 LW3315
 LW3315.Superseded values are not recommended for survey control.
 LW3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3315.See file dsdata.txt to determine how the superseded data were derived.
 LW3315
 LW3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6117078955(NAD 83)
 LW3315_MARKER: DD = SURVEY DISK
 LW3315_SETTING: 80 = SET IN A BOULDER
 LW3315_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3315+STABILITY: SURFACE MOTION
 LW3315
 LW3315  HISTORY     - Date     Condition        Report By
 LW3315  HISTORY     - 1934     MONUMENTED       USE
 LW3315  HISTORY     - 1954     GOOD             CGS
 LW3315
 LW3315                          STATION DESCRIPTION
 LW3315
 LW3315'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3315'STATION LOCATED ON W SIDE OF PAWCATUCK RIVER JUST N OF PAWCATUCK
 LW3315'POINT AND SOUTHWESTERLY OF GRAVES NECK.  MARKED BY STANDARD DISK
 LW3315'SET IN DRILL HOLE IN THE TOP OF A LARGE BOULDER ABOUT ONE FOOT
 LW3315'ABOVE GROUND.  IT IS 10 METERS W OF HIGH WATER LINE AND 1.5 METERS
 LW3315'ABOVE HIGH WATER LEVEL.
 LW3315'
 LW3315'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3315'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND
 LW3315'NO.2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN
 LW3315'NOTE 12C.
 LW3315'
 LW3315'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3315'HOLES IN THE TOPS OF TWO BOULDERS SOUTHWESTERLY AND NORTHWESTERLY
 LW3315'OF THE STATION RESPECTIVELY.  REFERENCE MARK NO.1 TO REFERENCE
 LW3315'MARK NO.2 IS 26.73 METERS.
 LW3315'
 LW3315'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3315
 LW3315                          STATION RECOVERY (1954)
 LW3315
 LW3315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3315'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3315'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3315'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW3315'WITH THE FOLLOWING ADDITIONS--
 LW3315'
 LW3315'STATION MARK IS STAMPED USE F 2 1934.
 LW3315'
 LW3315'REFERENCE MARK 1 IS STAMPED USE F 2 NO 1 1934.
 LW3315'
 LW3315'REFERENCE MARK 2 IS STAMPED USE F 2 NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0823 ***********************************************************************
 LX0823  DESIGNATION -  F 2 RESET
 LX0823  PID         -  LX0823
 LX0823  STATE/COUNTY-  CT/FAIRFIELD
 LX0823  USGS QUAD   -  WESTPORT (1975)
 LX0823
 LX0823                         *CURRENT SURVEY CONTROL
 LX0823  ___________________________________________________________________
 LX0823* NAD 83(1986)-  41 08 11.     (N)    073 17 10.     (W)     SCALED    
 LX0823* NAVD 88     -         6.806  (meters)      22.33   (feet)  ADJUSTED  
 LX0823  ___________________________________________________________________
 LX0823  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0823  DYNAMIC HT  -           6.804 (meters)      22.32  (feet)  COMP
 LX0823  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 LX0823
 LX0823  VERT ORDER  -  FIRST     CLASS I
 LX0823
 LX0823.The horizontal coordinates were scaled from a topographic map and have
 LX0823.an estimated accuracy of +/- 6 seconds.
 LX0823
 LX0823.The orthometric height was determined by differential leveling
 LX0823.and adjusted by the National Geodetic Survey in June 1991..
 LX0823
 LX0823.The geoid height was determined by GEOID03.
 LX0823
 LX0823.The dynamic height is computed by dividing the NAVD 88
 LX0823.geopotential number by the normal gravity value computed on the
 LX0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0823.degrees latitude (g = 980.6199 gals.).
 LX0823
 LX0823.The modeled gravity was interpolated from observed gravity values.
 LX0823
 LX0823;                    North         East    Units  Estimated Accuracy
 LX0823;SPC CT       -   186,200.      259,790.      MT  (+/- 180 meters Scaled)
 LX0823
 LX0823                          SUPERSEDED SURVEY CONTROL
 LX0823
 LX0823  NGVD 29 (??/??/92)    7.136  (m)           23.41   (f) ADJ UNCH    1 1
 LX0823
 LX0823.Superseded values are not recommended for survey control.
 LX0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0823.See file dsdata.txt to determine how the superseded data were derived.
 LX0823
 LX0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL438553(NAD 83)
 LX0823_MARKER: DB = BENCH MARK DISK
 LX0823_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0823_SP_SET: ABUTMENT
 LX0823_STAMPING: ELEV 23.412 FT F 2 1922
 LX0823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0823
 LX0823  HISTORY     - Date     Condition        Report By
 LX0823  HISTORY     - 1933     MONUMENTED       CGS
 LX0823  HISTORY     - 1965     GOOD             NGS
 LX0823  HISTORY     - 1983     POOR             NGS
 LX0823  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0823  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0823
 LX0823                          STATION DESCRIPTION
 LX0823
 LX0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0823'AT SOUTHPORT.
 LX0823'AT SOUTHPORT, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0823'RAILROAD, ABOUT 9 1/2 RAILS EAST OF THE EAST ONE OF TWO
 LX0823'STATIONS AT SOUTHPORT, SET ON THE TOP OF THE SOUTH END OF THE
 LX0823'EAST STONE ABUTMENT OF THE OVERPASS OVER OLD POST ROAD, 117 1/2
 LX0823'FEET WEST OF ELECTRIC CABLE TOWER NO. 662, 7.5 FEET SOUTH OF
 LX0823'THE SOUTH RAIL OF THE SOUTH ONE OF 4 TRACKS AND 1 FOOT BELOW
 LX0823'THE LEVEL OF THE TRACK.  NOTE-- THIS MARK WAS RESET IN 1933
 LX0823'BUT NOT STAMPED AS SUCH.
 LX0823
 LX0823                          STATION RECOVERY (1983)
 LX0823
 LX0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0823'MARK RECOVERED IN POOR CONDITION.
 LX0823
 LX0823                          STATION RECOVERY (1985)
 LX0823
 LX0823'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0823'MARK NOT FOUND.
 LX0823
 LX0823                          STATION RECOVERY (1988)
 LX0823
 LX0823'RECOVERY NOTE BY US POWER SQUADRON 1988 (BS)
 LX0823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1125 ***********************************************************************
 LW1125  DESIGNATION -  F 20
 LW1125  PID         -  LW1125
 LW1125  STATE/COUNTY-  CT/WINDHAM
 LW1125  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1125
 LW1125                         *CURRENT SURVEY CONTROL
 LW1125  ___________________________________________________________________
 LW1125* NAD 83(1986)-  41 50 45.     (N)    071 49 42.     (W)     SCALED    
 LW1125* NAVD 88     -       152.529  (meters)     500.42   (feet)  ADJUSTED  
 LW1125  ___________________________________________________________________
 LW1125  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW1125  DYNAMIC HT  -         152.476 (meters)     500.25  (feet)  COMP
 LW1125  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LW1125
 LW1125  VERT ORDER  -  SECOND    CLASS 0
 LW1125
 LW1125.The horizontal coordinates were scaled from a topographic map and have
 LW1125.an estimated accuracy of +/- 6 seconds.
 LW1125
 LW1125.The orthometric height was determined by differential leveling
 LW1125.and adjusted by the National Geodetic Survey in June 1991..
 LW1125
 LW1125.The geoid height was determined by GEOID03.
 LW1125
 LW1125.The dynamic height is computed by dividing the NAVD 88
 LW1125.geopotential number by the normal gravity value computed on the
 LW1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1125.degrees latitude (g = 980.6199 gals.).
 LW1125
 LW1125.The modeled gravity was interpolated from observed gravity values.
 LW1125
 LW1125;                    North         East    Units  Estimated Accuracy
 LW1125;SPC CT       -   265,260.      381,340.      MT  (+/- 180 meters Scaled)
 LW1125
 LW1125                          SUPERSEDED SURVEY CONTROL
 LW1125
 LW1125  NGVD 29 (??/??/92)  152.77   (m)          501.2    (f) COMPUTED    2 0
 LW1125
 LW1125.Superseded values are not recommended for survey control.
 LW1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1125.See file dsdata.txt to determine how the superseded data were derived.
 LW1125
 LW1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG651365(NAD 83)
 LW1125_MARKER: DB = BENCH MARK DISK
 LW1125_SETTING: 80 = SET IN A BOULDER
 LW1125_SP_SET: BOULDER
 LW1125_STAMPING: F 20 1958
 LW1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1125+STABILITY: SURFACE MOTION
 LW1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1125+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW1125
 LW1125  HISTORY     - Date     Condition        Report By
 LW1125  HISTORY     - 1958     MONUMENTED       CGS
 LW1125  HISTORY     - 1988     GOOD             USPSQD
 LW1125  HISTORY     - 20051105 GOOD             GEOCAC
 LW1125
 LW1125                          STATION DESCRIPTION
 LW1125
 LW1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1125'3.2 MI E FROM DAYVILLE.
 LW1125'3.25 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 LW1125'DAYVILLE, ABOUT 71 YARDS WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 LW1125'OF THE OUR LADY OF PEACE CATHOLIC CHURCH, AT A SMALL PLAYGROUND,
 LW1125'SET IN THE TOP OF A 3-FOOT BY 3-FOOT ROCK FLUSH WITH THE GROUND,
 LW1125'247 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTH
 LW1125'OF A ROCK WALL, 83 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LW1125'OF A BLACKTOP PARKING AREA, ABOUT LEVEL WITH THE HIGHWAY.
 LW1125
 LW1125                          STATION RECOVERY (1988)
 LW1125
 LW1125'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1125'RECOVERED IN GOOD CONDITION.
 LW1125
 LW1125                          STATION RECOVERY (2005)
 LW1125
 LW1125'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1125'COORDINATES ARE N41 50 43.3  W071 49 41.5  WITH HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3295 ***********************************************************************
 LW3295  DESIGNATION -  F 3
 LW3295  PID         -  LW3295
 LW3295  STATE/COUNTY-  CT/NEW LONDON
 LW3295  USGS QUAD   -  WATCH HILL (1984)
 LW3295
 LW3295                         *CURRENT SURVEY CONTROL
 LW3295  ___________________________________________________________________
 LW3295* NAD 83(1996)-  41 19 50.78483(N)    071 51 06.13783(W)     ADJUSTED  
 LW3295* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LW3295  ___________________________________________________________________
 LW3295  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 LW3295  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3295
 LW3295  HORZ ORDER  -  THIRD
 LW3295
 LW3295.The horizontal coordinates were established by classical geodetic methods
 LW3295.and adjusted by the National Geodetic Survey in August 1998..
 LW3295
 LW3295.The orthometric height was scaled from a topographic map.
 LW3295
 LW3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3295
 LW3295.The geoid height was determined by GEOID03.
 LW3295
 LW3295;                    North         East     Units Scale Factor Converg.
 LW3295;SPC CT       -   208,035.583   379,997.576   MT  0.99998938   +0 35 44.2
 LW3295;SPC CT       -   682,530.08  1,246,708.71   sFT  0.99998938   +0 35 44.2
 LW3295;SPC RI       -    27,539.701    70,557.826   MT  1.00000441   -0 13 56.2
 LW3295;SPC RI       -    90,353.17    231,488.47   sFT  1.00000441   -0 13 56.2
 LW3295;SPC NY L     -   131,479.953   479,827.950   MT  1.00003005   +1 24 18.6
 LW3295;SPC NY L     -   431,363.81  1,574,235.53   sFT  1.00003005   +1 24 18.6
 LW3295;UTM  19      - 4,579,400.882   261,357.485   MT  1.00030093   -1 53 03.0
 LW3295
 LW3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3295!SPC CT       -   1.00000375  x   0.99998938  =   0.99999313
 LW3295!SPC RI       -   1.00000375  x   1.00000441  =   1.00000816
 LW3295!SPC NY L     -   1.00000375  x   1.00003005  =   1.00003380
 LW3295!UTM  19      -   1.00000375  x   1.00030093  =   1.00030469
 LW3295
 LW3295|---------------------------------------------------------------------|
 LW3295| PID    Reference Object                     Distance      Geod. Az  |
 LW3295|                                                           dddmmss.s |
 LW3295| CB7687 F 3 RM 2                             17.360 METERS 01930     |
 LW3295| LW3317 SULLIVANS BARN CUPOLA               APPROX. 1.0 KM 0401110.5 |
 LW3295| LW3303 GARDNERS BARN CUPOLA                APPROX. 0.7 KM 0994930.9 |
 LW3295| LW3330 MISQUAMICUT CLUBHOUSE               APPROX. 1.8 KM 1240107.4 |
 LW3295| LW3318 BABCOCK CUPOLA                      APPROX. 1.7 KM 1570910.4 |
 LW3295| LW3298 WATCH HILL WINDMILL                 APPROX. 1.8 KM 1752624.6 |
 LW3295| LW3339 WATCH HILL OCEAN HOUSE FLAG         APPROX. 2.3 KM 1841038.8 |
 LW3295| LW3311 TRUMBELL FLAGPOLE                   APPROX. 1.3 KM 1962509.4 |
 LW3295| LW3315 F 2                                 483.651 METERS 2005605.0 |
 LW3295| CB7686 F 3 RM 1                             26.550 METERS 28821     |
 LW3295|---------------------------------------------------------------------|
 LW3295
 LW3295                          SUPERSEDED SURVEY CONTROL
 LW3295
 LW3295  NAD 83(1992)-  41 19 50.78351(N)    071 51 06.13703(W) AD(       ) 3
 LW3295  NAD 83(1986)-  41 19 50.78280(N)    071 51 06.13937(W) AD(       ) 3
 LW3295  NAD 27      -  41 19 50.42700(N)    071 51 07.89300(W) AD(       ) 3
 LW3295
 LW3295.Superseded values are not recommended for survey control.
 LW3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3295.See file dsdata.txt to determine how the superseded data were derived.
 LW3295
 LW3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6135779401(NAD 83)
 LW3295_MARKER: DS = TRIANGULATION STATION DISK
 LW3295_SETTING: 80 = SET IN A BOULDER
 LW3295_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3295+STABILITY: SURFACE MOTION
 LW3295
 LW3295  HISTORY     - Date     Condition        Report By
 LW3295  HISTORY     - 1934     MONUMENTED       USE
 LW3295  HISTORY     - 1954     GOOD             CGS
 LW3295  HISTORY     - 1984     GOOD             USPSQD
 LW3295
 LW3295                          STATION DESCRIPTION
 LW3295
 LW3295'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LW3295'THE STATION IS LOCATED ON THE SIDE OF THE HILL ON THE W BANK OF
 LW3295'THE PAWCATUCK RIVER OPPOSITE GRAVES NECK.  THE HILL SLOPES
 LW3295'GRADUALLY FROM THE RIVER AND IS COVERED WITH BOULDERS.  THE
 LW3295'STATION IS MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE
 LW3295'TOP OF A BOULDER ONE FOOT ABOVE GROUND AND ABOUT 120 METERS W
 LW3295'OF THE SHORE LINE AND 30 METERS FROM THE TOP OF THE HILL.  IT
 LW3295'IS ON THE PROPERTY OF JOHN DAVIS.
 LW3295'
 LW3295'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3295'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO. 1 AND
 LW3295'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN
 LW3295'NOTE 12C.
 LW3295'
 LW3295'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3295'HOLES IN THE TOPS OF TWO BOULDERS WESTERLY AND N OF THE STATION
 LW3295'RESPECTIVELY.
 LW3295'
 LW3295'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3295
 LW3295                          STATION RECOVERY (1954)
 LW3295
 LW3295'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3295'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3295'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL
 LW3295'TAPE AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS
 LW3295'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 LW3295'
 LW3295'STATION MARK IS STAMPED F 3 USE 1934.
 LW3295'
 LW3295'REFERENCE MARK 1 IS STAMPED F 3 USE NO 1 1934.
 LW3295'
 LW3295'REFERENCE MARK 2 IS STAMPED F 3 USE NO 2 1934.
 LW3295
 LW3295                          STATION RECOVERY (1984)
 LW3295
 LW3295'RECOVERY NOTE BY US POWER SQUADRON 1984 (RWG)
 LW3295'STATION MARK STAMPED F 3 USE 1934 RECOVERED IN GOOD CONDITION.
 LW3295'
 LW3295'REF. MARK 1 IS STAMPED F 3 USE NO 1 1934 RECOVERED IN GOOD
 LW3295'CONDITION.
 LW3295'
 LW3295'REF. MARK 2 IS STAMPED F 3 USE NO 2 1934 RECOVERED IN GOOD
 LW3295'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0871 ***********************************************************************
 LX0871  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0871  DESIGNATION -  F 31
 LX0871  PID         -  LX0871
 LX0871  STATE/COUNTY-  CT/FAIRFIELD
 LX0871  USGS QUAD   -  BRIDGEPORT (1984)
 LX0871
 LX0871                         *CURRENT SURVEY CONTROL
 LX0871  ___________________________________________________________________
 LX0871* NAD 83(1986)-  41 10 04.     (N)    073 07 29.     (W)     SCALED    
 LX0871* NAVD 88     -         2.779  (meters)       9.12   (feet)  ADJUSTED  
 LX0871  ___________________________________________________________________
 LX0871  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX0871  DYNAMIC HT  -           2.778 (meters)       9.11  (feet)  COMP
 LX0871  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 LX0871
 LX0871  VERT ORDER  -  FIRST     CLASS I
 LX0871
 LX0871.This mark is at Igor I Sikorsky Mem Airport (BDR)
 LX0871
 LX0871.The horizontal coordinates were scaled from a topographic map and have
 LX0871.an estimated accuracy of +/- 6 seconds.
 LX0871
 LX0871.The orthometric height was determined by differential leveling
 LX0871.and adjusted by the National Geodetic Survey in June 1991..
 LX0871
 LX0871.This Tidal Bench Mark is designated as VM 12460
 LX0871.by the Center for Operational Oceanographic Products and Services.
 LX0871
 LX0871.The geoid height was determined by GEOID03.
 LX0871
 LX0871.The dynamic height is computed by dividing the NAVD 88
 LX0871.geopotential number by the normal gravity value computed on the
 LX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0871.degrees latitude (g = 980.6199 gals.).
 LX0871
 LX0871.The modeled gravity was interpolated from observed gravity values.
 LX0871
 LX0871;                    North         East    Units  Estimated Accuracy
 LX0871;SPC CT       -   189,610.      273,350.      MT  (+/- 180 meters Scaled)
 LX0871
 LX0871                          SUPERSEDED SURVEY CONTROL
 LX0871
 LX0871  NGVD 29 (??/??/92)    3.107  (m)           10.19   (f) ADJ UNCH    1 1
 LX0871
 LX0871.Superseded values are not recommended for survey control.
 LX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0871.See file dsdata.txt to determine how the superseded data were derived.
 LX0871
 LX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL573590(NAD 83)
 LX0871_MARKER: DB = BENCH MARK DISK
 LX0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0871_SP_SET: WALL
 LX0871_STAMPING: F 31 1963
 LX0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0871
 LX0871  HISTORY     - Date     Condition        Report By
 LX0871  HISTORY     - 1963     MONUMENTED       CGS
 LX0871  HISTORY     - 1965     GOOD             NGS
 LX0871  HISTORY     - 1982     MARK NOT FOUND   NGS
 LX0871  HISTORY     - 1985     GOOD             USPSQD
 LX0871
 LX0871                          STATION DESCRIPTION
 LX0871
 LX0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0871'AT BRIDGEPORT AIRPORT.
 LX0871'AT THE BRIDGEPORT MUNICIPAL AIRPORT, 0.4 MILE NORTHEAST OF THE
 LX0871'ADMINISTRATION BUILDING, SET VERTICALLY IN THE WEST BRICK FACE
 LX0871'AND IN THE CENTER OF A HIGH BRICK WALL, 10 FEET WIDE AND 40 FEET
 LX0871'HIGH, DIRECTLY BETWEEN HANGARS 1 AND 2, 2.4 FEET ABOVE THE
 LX0871'LEVEL OF THE GROUND.
 LX0871
 LX0871                          STATION RECOVERY (1982)
 LX0871
 LX0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0871'MARK NOT FOUND.
 LX0871
 LX0871                          STATION RECOVERY (1985)
 LX0871
 LX0871'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0871'EXCEPT THAT AIRPORT IS NOW CALLED 'IGOR SIKORSKY MEMORIAL AIRPORT'.
 LX0871'BENCH MARK IS LOCATED IN BRICK WALL OF HANGAR USED BY AVCO FLIGHT
 LX0871'SERVICES. WALL AND BENCH MARK HAVE BEEN PAINTED RED. BENCH MARK IS
 LX0871'STILL VISIBLE TROUGH PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0898 ***********************************************************************
 LX0898  DESIGNATION -  F 3=140
 LX0898  PID         -  LX0898
 LX0898  STATE/COUNTY-  CT/NEW HAVEN
 LX0898  USGS QUAD   -  MILFORD (1984)
 LX0898
 LX0898                         *CURRENT SURVEY CONTROL
 LX0898  ___________________________________________________________________
 LX0898* NAD 83(1986)-  41 13 25.     (N)    073 03 20.     (W)     SCALED    
 LX0898* NAVD 88     -        10.739  (meters)      35.23   (feet)  ADJUSTED  
 LX0898  ___________________________________________________________________
 LX0898  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0898  DYNAMIC HT  -          10.736 (meters)      35.22  (feet)  COMP
 LX0898  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX0898
 LX0898  VERT ORDER  -  FIRST     CLASS I
 LX0898
 LX0898.The horizontal coordinates were scaled from a topographic map and have
 LX0898.an estimated accuracy of +/- 6 seconds.
 LX0898
 LX0898.The orthometric height was determined by differential leveling
 LX0898.and adjusted by the National Geodetic Survey in June 1991..
 LX0898
 LX0898.The geoid height was determined by GEOID03.
 LX0898
 LX0898.The dynamic height is computed by dividing the NAVD 88
 LX0898.geopotential number by the normal gravity value computed on the
 LX0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0898.degrees latitude (g = 980.6199 gals.).
 LX0898
 LX0898.The modeled gravity was interpolated from observed gravity values.
 LX0898
 LX0898;                    North         East    Units  Estimated Accuracy
 LX0898;SPC CT       -   195,790.      279,180.      MT  (+/- 180 meters Scaled)
 LX0898
 LX0898                          SUPERSEDED SURVEY CONTROL
 LX0898
 LX0898  NGVD 29 (??/??/92)   11.07   (m)           36.3    (f) COMPUTED    1 1
 LX0898
 LX0898.Superseded values are not recommended for survey control.
 LX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0898.See file dsdata.txt to determine how the superseded data were derived.
 LX0898
 LX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL629654(NAD 83)
 LX0898_MARKER: Z = SEE DESCRIPTION
 LX0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0898_SP_SET: BRIDGE
 LX0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0898
 LX0898  HISTORY     - Date     Condition        Report By
 LX0898  HISTORY     - UNK      MONUMENTED       DOD
 LX0898  HISTORY     - 1965     GOOD             NGS
 LX0898
 LX0898                          STATION DESCRIPTION
 LX0898
 LX0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0898'AT MILFORD.
 LX0898'AT MILFORD, ALONG THE NH, NY AND H RAILROAD, ABOUT 0.1 MILE EAST
 LX0898'OF THE MILFORD STATION, SET ON THE TOP OF THE NORTHEAST END OF
 LX0898'THE TOP STONE IN THE SOUTHWEST WING WALL OF BRIDGE NO. 51.61
 LX0898'OVER THE WEPAWAUG RIVER, 6.7 FEET SOUTH OF THE SOUTH RAIL, 2.1
 LX0898'FEET SOUTHWEST OF THE NORTHEAST END OF THE STONE AND 1 1/2 FEET
 LX0898'ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1189 ***********************************************************************
 LX1189  DESIGNATION -  F 32
 LX1189  PID         -  LX1189
 LX1189  STATE/COUNTY-  CT/FAIRFIELD
 LX1189  USGS QUAD   -  STAMFORD (1984)
 LX1189
 LX1189                         *CURRENT SURVEY CONTROL
 LX1189  ___________________________________________________________________
 LX1189* NAD 83(1986)-  41 03 21.     (N)    073 31 21.     (W)     SCALED    
 LX1189* NAVD 88     -         8.477  (meters)      27.81   (feet)  ADJUSTED  
 LX1189  ___________________________________________________________________
 LX1189  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX1189  DYNAMIC HT  -           8.474 (meters)      27.80  (feet)  COMP
 LX1189  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX1189
 LX1189  VERT ORDER  -  FIRST     CLASS I
 LX1189
 LX1189.The horizontal coordinates were scaled from a topographic map and have
 LX1189.an estimated accuracy of +/- 6 seconds.
 LX1189
 LX1189.The orthometric height was determined by differential leveling
 LX1189.and adjusted by the National Geodetic Survey in June 1991..
 LX1189
 LX1189.The geoid height was determined by GEOID03.
 LX1189
 LX1189.The dynamic height is computed by dividing the NAVD 88
 LX1189.geopotential number by the normal gravity value computed on the
 LX1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1189.degrees latitude (g = 980.6199 gals.).
 LX1189
 LX1189.The modeled gravity was interpolated from observed gravity values.
 LX1189
 LX1189;                    North         East    Units  Estimated Accuracy
 LX1189;SPC CT       -   177,400.      239,860.      MT  (+/- 180 meters Scaled)
 LX1189
 LX1189                          SUPERSEDED SURVEY CONTROL
 LX1189
 LX1189  NGVD 29 (??/??/92)    8.813  (m)           28.91   (f) ADJ UNCH    1 1
 LX1189
 LX1189.Superseded values are not recommended for survey control.
 LX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1189.See file dsdata.txt to determine how the superseded data were derived.
 LX1189
 LX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL241460(NAD 83)
 LX1189_MARKER: DB = BENCH MARK DISK
 LX1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1189_SP_SET: OVERPASS
 LX1189_STAMPING: F 32 1965
 LX1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1189
 LX1189  HISTORY     - Date     Condition        Report By
 LX1189  HISTORY     - 1965     MONUMENTED       CGS
 LX1189  HISTORY     - 1983     GOOD             NGS
 LX1189  HISTORY     - 1987     GOOD             USPSQD
 LX1189  HISTORY     - 1989     GOOD             USPSQD
 LX1189  HISTORY     - 19930401 GOOD             USPSQD
 LX1189
 LX1189                          STATION DESCRIPTION
 LX1189
 LX1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1189'1 MI E FROM STAMFORD.
 LX1189'0.95 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF
 LX1189'ATLANTIC STREET AT STAMFORD, NEAR THE INTERSECTION OF THE
 LX1189'HIGHWAY AND MAPLE AVENUE, SET VERTICALLY IN THE WEST FACE OF THE
 LX1189'NORTH END OF THE CONNECTICUT TURNPIKE OVERPASS OVER MAPLE
 LX1189'AVENUE, 120 YARDS SOUTH OF THE CENTER LINE OF THE HIGHWAY, 14.5
 LX1189'FEET EAST OF THE EAST CURB OF MAPLE AVENUE, 1.1 FEET SOUTH OF
 LX1189'THE NORTH END OF THE ABUTMENT AND 1.3 FEET ABOVE THE LEVEL OF
 LX1189'THE GROUND.
 LX1189
 LX1189                          STATION RECOVERY (1983)
 LX1189
 LX1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1189'RECOVERED IN GOOD CONDITION.
 LX1189
 LX1189                          STATION RECOVERY (1987)
 LX1189
 LX1189'RECOVERY NOTE BY US POWER SQUADRON 1987 (EB)
 LX1189'RECOVERED IN GOOD CONDITION.
 LX1189
 LX1189                          STATION RECOVERY (1989)
 LX1189
 LX1189'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1189'RECOVERED IN GOOD CONDITION.
 LX1189
 LX1189                          STATION RECOVERY (1993)
 LX1189
 LX1189'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0815 ***********************************************************************
 LX0815  DESIGNATION -  F 33
 LX0815  PID         -  LX0815
 LX0815  STATE/COUNTY-  CT/FAIRFIELD
 LX0815  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0815
 LX0815                         *CURRENT SURVEY CONTROL
 LX0815  ___________________________________________________________________
 LX0815* NAD 83(1986)-  41 07 16.     (N)    073 19 14.     (W)     SCALED    
 LX0815* NAVD 88     -        14.607  (meters)      47.92   (feet)  ADJUSTED  
 LX0815  ___________________________________________________________________
 LX0815  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0815  DYNAMIC HT  -          14.603 (meters)      47.91  (feet)  COMP
 LX0815  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 LX0815
 LX0815  VERT ORDER  -  FIRST     CLASS I
 LX0815
 LX0815.The horizontal coordinates were scaled from a topographic map and have
 LX0815.an estimated accuracy of +/- 6 seconds.
 LX0815
 LX0815.The orthometric height was determined by differential leveling
 LX0815.and adjusted by the National Geodetic Survey in June 1991..
 LX0815
 LX0815.The geoid height was determined by GEOID03.
 LX0815
 LX0815.The dynamic height is computed by dividing the NAVD 88
 LX0815.geopotential number by the normal gravity value computed on the
 LX0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0815.degrees latitude (g = 980.6199 gals.).
 LX0815
 LX0815.The modeled gravity was interpolated from observed gravity values.
 LX0815
 LX0815;                    North         East    Units  Estimated Accuracy
 LX0815;SPC CT       -   184,520.      256,890.      MT  (+/- 180 meters Scaled)
 LX0815
 LX0815                          SUPERSEDED SURVEY CONTROL
 LX0815
 LX0815  NGVD 29 (??/??/92)   14.941  (m)           49.02   (f) ADJ UNCH    1 1
 LX0815
 LX0815.Superseded values are not recommended for survey control.
 LX0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0815.See file dsdata.txt to determine how the superseded data were derived.
 LX0815
 LX0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL409535(NAD 83)
 LX0815_MARKER: DB = BENCH MARK DISK
 LX0815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0815_SP_SET: ABUTMENT
 LX0815_STAMPING: F 33 1965
 LX0815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0815+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 LX0815
 LX0815  HISTORY     - Date     Condition        Report By
 LX0815  HISTORY     - 1965     MONUMENTED       CGS
 LX0815  HISTORY     - 1983     GOOD             NGS
 LX0815  HISTORY     - 1984     POOR             USPSQD
 LX0815  HISTORY     - 1989     GOOD             USPSQD
 LX0815  HISTORY     - 20040310 GOOD             INDIV
 LX0815
 LX0815                          STATION DESCRIPTION
 LX0815
 LX0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0815'2.9 MI E FROM SAUGATUCK.
 LX0815'2.9 MILES EAST ALONG STATE HIGHWAY 136 FROM THE EAST END OF
 LX0815'THE BRIDGE OVER THE SAUGATUCK RIVER, AT THE JUNCTION OF GREENS
 LX0815'FARMS ROAD AND BEACHSIDE AVENUE, SET ON THE TOP OF THE WEST END
 LX0815'OF THE NORTH ABUTMENT OF THE BEACHSIDE AVENUE OVER THE
 LX0815'CONNECTICUT TURNPIKE, 4 1/2 FEET SOUTHWEST OF THE SOUTHWEST CURB
 LX0815'OF THE AVENUE AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LX0815
 LX0815                          STATION RECOVERY (1983)
 LX0815
 LX0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0815'RECOVERED IN GOOD CONDITION.
 LX0815
 LX0815                          STATION RECOVERY (1984)
 LX0815
 LX0815'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0815'LOCATED ON THE SOUTH SIDE OF BEACHSIDE AVE AT THE WEST END OF THE
 LX0815'NORTHWEST ABUTMENT.
 LX0815
 LX0815                          STATION RECOVERY (1989)
 LX0815
 LX0815'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0815'RECOVERED IN GOOD CONDITION.
 LX0815
 LX0815                          STATION RECOVERY (2004)
 LX0815
 LX0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLL)
 LX0815'RECOVERED AS DESCRIBED BY TOWN OF WESTPORT, SURVEY DIV.,GPS- VERY GOOD
 LX0815'SKY VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0899 ***********************************************************************
 LX0899  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0899  DESIGNATION -  F 34
 LX0899  PID         -  LX0899
 LX0899  STATE/COUNTY-  CT/NEW HAVEN
 LX0899  USGS QUAD   -  MILFORD (1984)
 LX0899
 LX0899                         *CURRENT SURVEY CONTROL
 LX0899  ___________________________________________________________________
 LX0899* NAD 83(1986)-  41 12 41.     (N)    073 02 48.     (W)     SCALED    
 LX0899* NAVD 88     -         3.526  (meters)      11.57   (feet)  ADJUSTED  
 LX0899  ___________________________________________________________________
 LX0899  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0899  DYNAMIC HT  -           3.525 (meters)      11.56  (feet)  COMP
 LX0899  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LX0899
 LX0899  VERT ORDER  -  FIRST     CLASS I
 LX0899
 LX0899.The horizontal coordinates were scaled from a topographic map and have
 LX0899.an estimated accuracy of +/- 6 seconds.
 LX0899
 LX0899.The orthometric height was determined by differential leveling
 LX0899.and adjusted by the National Geodetic Survey in June 1991..
 LX0899
 LX0899.This Tidal Bench Mark is designated as VM 2276
 LX0899.by the Center for Operational Oceanographic Products and Services.
 LX0899
 LX0899.The geoid height was determined by GEOID03.
 LX0899
 LX0899.The dynamic height is computed by dividing the NAVD 88
 LX0899.geopotential number by the normal gravity value computed on the
 LX0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0899.degrees latitude (g = 980.6199 gals.).
 LX0899
 LX0899.The modeled gravity was interpolated from observed gravity values.
 LX0899
 LX0899;                    North         East    Units  Estimated Accuracy
 LX0899;SPC CT       -   194,430.      279,920.      MT  (+/- 180 meters Scaled)
 LX0899
 LX0899                          SUPERSEDED SURVEY CONTROL
 LX0899
 LX0899  NGVD 29 (??/??/92)    3.856  (m)           12.65   (f) ADJ UNCH    1 1
 LX0899
 LX0899.Superseded values are not recommended for survey control.
 LX0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0899.See file dsdata.txt to determine how the superseded data were derived.
 LX0899
 LX0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL637640(NAD 83)
 LX0899_MARKER: DB = BENCH MARK DISK
 LX0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0899_SP_SET: ABUTMENT
 LX0899_STAMPING: F 34 1965
 LX0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0899
 LX0899  HISTORY     - Date     Condition        Report By
 LX0899  HISTORY     - 1965     MONUMENTED       CGS
 LX0899  HISTORY     - 1985     GOOD             USPSQD
 LX0899  HISTORY     - 1988     GOOD             USPSQD
 LX0899
 LX0899                          STATION DESCRIPTION
 LX0899
 LX0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0899'AT MILFORD.
 LX0899'AT MILFORD, ABOUT 0.8 MILE SOUTH ALONG GULF STREET FROM THE
 LX0899'INTERSECTION OF NEW HAVEN AVENUE, AT THE MOUTH OF MILFORD HARBOR,
 LX0899'SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT
 LX0899'OF THE NEW GULF STREET BRIDGE OVER GULF POND (INDIAN RIVER), 9
 LX0899'FEET WEST OF THE WEST CURB OF THE STREET, 1.2 FEET EAST OF THE
 LX0899'WEST END OF THE ABUTMENT AND ABOUT LEVEL WITH THE STREET.
 LX0899
 LX0899                          STATION RECOVERY (1985)
 LX0899
 LX0899'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0899'RECOVERED IN GOOD CONDITION.
 LX0899
 LX0899                          STATION RECOVERY (1988)
 LX0899
 LX0899'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0411 ***********************************************************************
 LX0411  DESIGNATION -  F 35
 LX0411  PID         -  LX0411
 LX0411  STATE/COUNTY-  CT/NEW HAVEN
 LX0411  USGS QUAD   -  BRANFORD (1984)
 LX0411
 LX0411                         *CURRENT SURVEY CONTROL
 LX0411  ___________________________________________________________________
 LX0411* NAD 83(1986)-  41 16 41.     (N)    072 49 03.     (W)     SCALED    
 LX0411* NAVD 88     -        13.025  (meters)      42.73   (feet)  ADJUSTED  
 LX0411  ___________________________________________________________________
 LX0411  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX0411  DYNAMIC HT  -          13.021 (meters)      42.72  (feet)  COMP
 LX0411  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LX0411
 LX0411  VERT ORDER  -  FIRST     CLASS I
 LX0411
 LX0411.The horizontal coordinates were scaled from a topographic map and have
 LX0411.an estimated accuracy of +/- 6 seconds.
 LX0411
 LX0411.The orthometric height was determined by differential leveling
 LX0411.and adjusted by the National Geodetic Survey in June 1991..
 LX0411
 LX0411.The geoid height was determined by GEOID03.
 LX0411
 LX0411.The dynamic height is computed by dividing the NAVD 88
 LX0411.geopotential number by the normal gravity value computed on the
 LX0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0411.degrees latitude (g = 980.6199 gals.).
 LX0411
 LX0411.The modeled gravity was interpolated from observed gravity values.
 LX0411
 LX0411;                    North         East    Units  Estimated Accuracy
 LX0411;SPC CT       -   201,790.      299,150.      MT  (+/- 180 meters Scaled)
 LX0411
 LX0411                          SUPERSEDED SURVEY CONTROL
 LX0411
 LX0411  NGVD 29 (??/??/92)   13.339  (m)           43.76   (f) ADJ UNCH    1 1
 LX0411
 LX0411.Superseded values are not recommended for survey control.
 LX0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0411.See file dsdata.txt to determine how the superseded data were derived.
 LX0411
 LX0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL827719(NAD 83)
 LX0411_MARKER: DB = BENCH MARK DISK
 LX0411_SETTING: 66 = SET IN ROCK OUTCROP
 LX0411_SP_SET: ROCK LEDGE
 LX0411_STAMPING: F 65 1965
 LX0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0411+STABILITY: POSITION/ELEVATION WELL
 LX0411
 LX0411  HISTORY     - Date     Condition        Report By
 LX0411  HISTORY     - 1965     MONUMENTED       CGS
 LX0411  HISTORY     - 19910316 GOOD             USPSQD
 LX0411
 LX0411                          STATION DESCRIPTION
 LX0411
 LX0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0411'AT BRANFORD.
 LX0411'AT BRANFORD, AT THE INTERSECTION OF MAIN AND MONROE STREET, SET
 LX0411'ON THE TOP OF A V SHAPED ROCK LEDGE WHICH IS ABOUT 2 1/2 FEET
 LX0411'WIDE, AT THE BASE OF A ROCK CUT, 77 FEET SOUTHEAST OF THE
 LX0411'APPROXIMATE CENTER OF THE INTERSECTION, 30 1/2 FEET EAST OF THE
 LX0411'CENTER LINE OF MONROE STREET, 19 FEET NORTH OF THE SOUTH END OF
 LX0411'THE ROCK CUT, 0.7 FOOT EAST OF THE WEST CORNER OF THE LEDGE AND
 LX0411'3 1/2 FEET ABOVE THE LEVEL OF MONROE STREET.
 LX0411
 LX0411                          STATION RECOVERY (1991)
 LX0411
 LX0411'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0433 ***********************************************************************
 LX0433  DESIGNATION -  F 36
 LX0433  PID         -  LX0433
 LX0433  STATE/COUNTY-  CT/NEW HAVEN
 LX0433  USGS QUAD   -  GUILFORD (1984)
 LX0433
 LX0433                         *CURRENT SURVEY CONTROL
 LX0433  ___________________________________________________________________
 LX0433* NAD 83(1986)-  41 16 34.     (N)    072 41 25.     (W)     SCALED    
 LX0433* NAVD 88     -         2.519  (meters)       8.26   (feet)  ADJUSTED  
 LX0433  ___________________________________________________________________
 LX0433  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0433  DYNAMIC HT  -           2.518 (meters)       8.26  (feet)  COMP
 LX0433  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LX0433
 LX0433  VERT ORDER  -  FIRST     CLASS I
 LX0433
 LX0433.The horizontal coordinates were scaled from a topographic map and have
 LX0433.an estimated accuracy of +/- 6 seconds.
 LX0433
 LX0433.The orthometric height was determined by differential leveling
 LX0433.and adjusted by the National Geodetic Survey in June 1991..
 LX0433
 LX0433.The geoid height was determined by GEOID03.
 LX0433
 LX0433.The dynamic height is computed by dividing the NAVD 88
 LX0433.geopotential number by the normal gravity value computed on the
 LX0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0433.degrees latitude (g = 980.6199 gals.).
 LX0433
 LX0433.The modeled gravity was interpolated from observed gravity values.
 LX0433
 LX0433;                    North         East    Units  Estimated Accuracy
 LX0433;SPC CT       -   201,580.      309,800.      MT  (+/- 180 meters Scaled)
 LX0433
 LX0433                          SUPERSEDED SURVEY CONTROL
 LX0433
 LX0433  NGVD 29 (??/??/92)    2.826  (m)            9.27   (f) ADJ UNCH    1 1
 LX0433
 LX0433.Superseded values are not recommended for survey control.
 LX0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0433.See file dsdata.txt to determine how the superseded data were derived.
 LX0433
 LX0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL934719(NAD 83)
 LX0433_MARKER: DB = BENCH MARK DISK
 LX0433_SETTING: 66 = SET IN ROCK OUTCROP
 LX0433_SP_SET: ROCK LEDGE
 LX0433_STAMPING: F 36 1965
 LX0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0433+STABILITY: POSITION/ELEVATION WELL
 LX0433
 LX0433  HISTORY     - Date     Condition        Report By
 LX0433  HISTORY     - 1965     MONUMENTED       CGS
 LX0433  HISTORY     - 1978     GOOD             CTGS
 LX0433  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0433  HISTORY     - 19910317 GOOD             USPSQD
 LX0433
 LX0433                          STATION DESCRIPTION
 LX0433
 LX0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0433'AT GUILFORD.
 LX0433'AT GUILFORD, ABOUT 0.5 MILE WEST ALONG STATE HIGHWAY 136 FROM
 LX0433'THE POST OFFICE, ABOUT 0.25 MILE WEST OF A 40-FOOT LONG STEEL
 LX0433'BRIDGE OVER WEST RIVER, SET ON THE TOP OF A LARGE SLOPING ROCK
 LX0433'LEDGE, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 163 FEET
 LX0433'NORTH OF THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING
 LX0433'EAST TO A LARGE TWO-STORIED HOUSE, AND ABOUT 1 1/2 FEET ABOVE
 LX0433'THE LEVEL OF THE HIGHWAY.
 LX0433
 LX0433                          STATION RECOVERY (1978)
 LX0433
 LX0433'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1978
 LX0433'RECOVERED IN GOOD CONDITION.
 LX0433
 LX0433                          STATION RECOVERY (1988)
 LX0433
 LX0433'RECOVERY NOTE BY US POWER SQUADRON 1988 (NAM)
 LX0433'MARK NOT FOUND.
 LX0433
 LX0433                          STATION RECOVERY (1991)
 LX0433
 LX0433'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0082 ***********************************************************************
 LX0082  DESIGNATION -  F 37
 LX0082  PID         -  LX0082
 LX0082  STATE/COUNTY-  CT/MIDDLESEX
 LX0082  USGS QUAD   -  ESSEX (1977)
 LX0082
 LX0082                         *CURRENT SURVEY CONTROL
 LX0082  ___________________________________________________________________
 LX0082* NAD 83(1986)-  41 17 11.     (N)    072 24 37.     (W)     SCALED    
 LX0082* NAVD 88     -         4.414  (meters)      14.48   (feet)  ADJUSTED  
 LX0082  ___________________________________________________________________
 LX0082  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX0082  DYNAMIC HT  -           4.413 (meters)      14.48  (feet)  COMP
 LX0082  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 LX0082
 LX0082  VERT ORDER  -  FIRST     CLASS I
 LX0082
 LX0082.The horizontal coordinates were scaled from a topographic map and have
 LX0082.an estimated accuracy of +/- 6 seconds.
 LX0082
 LX0082.The orthometric height was determined by differential leveling
 LX0082.and adjusted by the National Geodetic Survey in June 1991..
 LX0082
 LX0082.The geoid height was determined by GEOID03.
 LX0082
 LX0082.The dynamic height is computed by dividing the NAVD 88
 LX0082.geopotential number by the normal gravity value computed on the
 LX0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0082.degrees latitude (g = 980.6199 gals.).
 LX0082
 LX0082.The modeled gravity was interpolated from observed gravity values.
 LX0082
 LX0082;                    North         East    Units  Estimated Accuracy
 LX0082;SPC CT       -   202,770.      333,260.      MT  (+/- 180 meters Scaled)
 LX0082
 LX0082                          SUPERSEDED SURVEY CONTROL
 LX0082
 LX0082  NGVD 29 (??/??/92)    4.728  (m)           15.51   (f) ADJ UNCH    1 1
 LX0082
 LX0082.Superseded values are not recommended for survey control.
 LX0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0082.See file dsdata.txt to determine how the superseded data were derived.
 LX0082
 LX0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL168737(NAD 83)
 LX0082_MARKER: DB = BENCH MARK DISK
 LX0082_SETTING: 66 = SET IN ROCK OUTCROP
 LX0082_SP_SET: ROCK LEDGE
 LX0082_STAMPING: F 37 1965
 LX0082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0082+STABILITY: POSITION/ELEVATION WELL
 LX0082
 LX0082  HISTORY     - Date     Condition        Report By
 LX0082  HISTORY     - 1965     MONUMENTED       CGS
 LX0082  HISTORY     - 1984     GOOD             USPSQD
 LX0082  HISTORY     - 1984     GOOD             NGS
 LX0082  HISTORY     - 1988     GOOD             USPSQD
 LX0082  HISTORY     - 1989     GOOD             USPSQD
 LX0082  HISTORY     - 1990     GOOD             USPSQD
 LX0082  HISTORY     - 19900505 GOOD             USPSQD
 LX0082  HISTORY     - 19970403 GOOD             USPSQD
 LX0082
 LX0082                          STATION DESCRIPTION
 LX0082
 LX0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0082'2.2 MI E FROM WESTBROOK.
 LX0082'ABOUT 2.2 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0082'WESTBROOK, ABOUT 97 YARDS EAST OF THE JUNCTION OF THE HIGHWAY
 LX0082'AND CHALKER BEACH ROAD, SET IN THE TOP OF A SLOPING LEDGE OF
 LX0082'ROCK WHICH IS LOCATED NEAR THE EAST END OF A ROCK CUT, 164 FEET
 LX0082'WEST OF THE EXTENDED CENTER LINE OF BAUM AVENUE, 23 1/2 FEET
 LX0082'NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET WEST OF THE EAST
 LX0082'END OF LEDGE AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK
 LX0082'MAY BE REACHED BY GOING 1.8 MILES WEST ALONG U.S. HIGHWAY 1
 LX0082'FROM THE WAR MONUMENT AT OLD SAYBROOK.
 LX0082
 LX0082                          STATION RECOVERY (1984)
 LX0082
 LX0082'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0082'RECOVERED IN GOOD CONDITION.
 LX0082
 LX0082                          STATION RECOVERY (1984)
 LX0082
 LX0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0082'RECOVERED IN GOOD CONDITION.
 LX0082
 LX0082                          STATION RECOVERY (1988)
 LX0082
 LX0082'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0082'RECOVERED IN GOOD CONDITION.
 LX0082
 LX0082                          STATION RECOVERY (1989)
 LX0082
 LX0082'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0082'RECOVERED IN GOOD CONDITION.
 LX0082
 LX0082                          STATION RECOVERY (1990)
 LX0082
 LX0082'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 LX0082'RECOVERED IN GOOD CONDITION.
 LX0082
 LX0082                          STATION RECOVERY (1990)
 LX0082
 LX0082'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0082'RECOVERED IN GOOD CONDITION.
 LX0082
 LX0082                          STATION RECOVERY (1997)
 LX0082
 LX0082'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0136 ***********************************************************************
 LX0136  DESIGNATION -  F 38
 LX0136  PID         -  LX0136
 LX0136  STATE/COUNTY-  CT/NEW LONDON
 LX0136  USGS QUAD   -  NIANTIC (1983)
 LX0136
 LX0136                         *CURRENT SURVEY CONTROL
 LX0136  ___________________________________________________________________
 LX0136* NAD 83(1986)-  41 19 07.     (N)    072 09 22.     (W)     SCALED    
 LX0136* NAVD 88     -         2.251  (meters)       7.39   (feet)  ADJUSTED  
 LX0136  ___________________________________________________________________
 LX0136  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX0136  DYNAMIC HT  -           2.251 (meters)       7.39  (feet)  COMP
 LX0136  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LX0136
 LX0136  VERT ORDER  -  FIRST     CLASS I
 LX0136
 LX0136.The horizontal coordinates were scaled from a topographic map and have
 LX0136.an estimated accuracy of +/- 6 seconds.
 LX0136
 LX0136.The orthometric height was determined by differential leveling
 LX0136.and adjusted by the National Geodetic Survey in June 1991..
 LX0136
 LX0136.The geoid height was determined by GEOID03.
 LX0136
 LX0136.The dynamic height is computed by dividing the NAVD 88
 LX0136.geopotential number by the normal gravity value computed on the
 LX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0136.degrees latitude (g = 980.6199 gals.).
 LX0136
 LX0136.The modeled gravity was interpolated from observed gravity values.
 LX0136
 LX0136;                    North         East    Units  Estimated Accuracy
 LX0136;SPC CT       -   206,470.      354,530.      MT  (+/- 180 meters Scaled)
 LX0136
 LX0136                          SUPERSEDED SURVEY CONTROL
 LX0136
 LX0136  NGVD 29 (??/??/92)    2.554  (m)            8.38   (f) ADJ UNCH    1 1
 LX0136
 LX0136.Superseded values are not recommended for survey control.
 LX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0136.See file dsdata.txt to determine how the superseded data were derived.
 LX0136
 LX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL380780(NAD 83)
 LX0136_MARKER: DB = BENCH MARK DISK
 LX0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0136_SP_SET: CONCRETE DAM
 LX0136_STAMPING: F 38 1965
 LX0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0136+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 LX0136
 LX0136  HISTORY     - Date     Condition        Report By
 LX0136  HISTORY     - 1965     MONUMENTED       CGS
 LX0136  HISTORY     - 1983     GOOD             USPSQD
 LX0136  HISTORY     - 1987     GOOD             USPSQD
 LX0136  HISTORY     - 1989     GOOD             USPSQD
 LX0136  HISTORY     - 19901206 GOOD             USPSQD
 LX0136  HISTORY     - 20010415 GOOD             USPSQD
 LX0136  HISTORY     - 20030421 GOOD             USPSQD
 LX0136  HISTORY     - 20051213 GOOD             USPSQD
 LX0136
 LX0136                          STATION DESCRIPTION
 LX0136
 LX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0136'1.8 MI SW FROM WATERFORD.
 LX0136'ABOUT 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 156 FROM THE
 LX0136'FIRST BAPTIST CHURCH AT WATERFORD, THENCE 0.6 MILE SOUTH ALONG
 LX0136'GARDNERS WOOD ROAD, 132 YARDS NORTH OF THE GARDNERS WOOD
 LX0136'ROAD OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0136'SET ON THE TOP OF AND 8.5 FEET WEST OF THE EAST END OF A 40-FOOT
 LX0136'LONG CONCRETE DAM ACROSS A SMALL CREEK, 35 FEET WEST OF THE
 LX0136'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.
 LX0136
 LX0136                          STATION RECOVERY (1983)
 LX0136
 LX0136'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0136'RECOVERED IN GOOD CONDITION.
 LX0136
 LX0136                          STATION RECOVERY (1987)
 LX0136
 LX0136'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0136'RECOVERED IN GOOD CONDITION.
 LX0136
 LX0136                          STATION RECOVERY (1989)
 LX0136
 LX0136'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0136'RECOVERED IN GOOD CONDITION.
 LX0136
 LX0136                          STATION RECOVERY (1990)
 LX0136
 LX0136'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0136'RECOVERED IN GOOD CONDITION.
 LX0136
 LX0136                          STATION RECOVERY (2001)
 LX0136
 LX0136'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0136'RECOVERED IN GOOD CONDITION.
 LX0136
 LX0136                          STATION RECOVERY (2003)
 LX0136
 LX0136'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0136'RECOVERED IN GOOD CONDITION.
 LX0136
 LX0136                          STATION RECOVERY (2005)
 LX0136
 LX0136'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0427 ***********************************************************************
 LX0427  DESIGNATION -  F 4
 LX0427  PID         -  LX0427
 LX0427  STATE/COUNTY-  CT/NEW HAVEN
 LX0427  USGS QUAD   -  GUILFORD (1984)
 LX0427
 LX0427                         *CURRENT SURVEY CONTROL
 LX0427  ___________________________________________________________________
 LX0427* NAD 83(1986)-  41 15 56.     (N)    072 43 30.     (W)     SCALED    
 LX0427* NAVD 88     -        10.296  (meters)      33.78   (feet)  ADJUSTED  
 LX0427  ___________________________________________________________________
 LX0427  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX0427  DYNAMIC HT  -          10.293 (meters)      33.77  (feet)  COMP
 LX0427  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 LX0427
 LX0427  VERT ORDER  -  FIRST     CLASS I
 LX0427
 LX0427.The horizontal coordinates were scaled from a topographic map and have
 LX0427.an estimated accuracy of +/- 6 seconds.
 LX0427
 LX0427.The orthometric height was determined by differential leveling
 LX0427.and adjusted by the National Geodetic Survey in June 1991..
 LX0427
 LX0427.The geoid height was determined by GEOID03.
 LX0427
 LX0427.The dynamic height is computed by dividing the NAVD 88
 LX0427.geopotential number by the normal gravity value computed on the
 LX0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0427.degrees latitude (g = 980.6199 gals.).
 LX0427
 LX0427.The modeled gravity was interpolated from observed gravity values.
 LX0427
 LX0427;                    North         East    Units  Estimated Accuracy
 LX0427;SPC CT       -   200,400.      306,900.      MT  (+/- 180 meters Scaled)
 LX0427
 LX0427                          SUPERSEDED SURVEY CONTROL
 LX0427
 LX0427  NGVD 29 (??/??/92)   10.606  (m)           34.80   (f) ADJ UNCH    1 1
 LX0427
 LX0427.Superseded values are not recommended for survey control.
 LX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0427.See file dsdata.txt to determine how the superseded data were derived.
 LX0427
 LX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL905707(NAD 83)
 LX0427_MARKER: DB = BENCH MARK DISK
 LX0427_SETTING: 66 = SET IN ROCK OUTCROP
 LX0427_SP_SET: BED ROCK
 LX0427_STAMPING: ELEV 34.797 FT F 4 1922
 LX0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0427+STABILITY: POSITION/ELEVATION WELL
 LX0427
 LX0427  HISTORY     - Date     Condition        Report By
 LX0427  HISTORY     - 1922     MONUMENTED       CGS
 LX0427  HISTORY     - 1965     GOOD             NGS
 LX0427  HISTORY     - 19910316 GOOD             USPSQD
 LX0427
 LX0427                          STATION DESCRIPTION
 LX0427
 LX0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0427'2.8 MI W FROM GUILFORD.
 LX0427'2.8 MILES WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0427'GUILFORD, AT LEETES ISLAND, ALONG THE NEW YORK, NEW HAVEN AND
 LX0427'HARTFORD RAILROAD, ABOUT 4 RAILS EAST OF MILEPOST NH 14, 37
 LX0427'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD OVERPASS
 LX0427'OVER NEW QUARRY ROAD, SET ON THE TOP OF THE WEST END OF A FLAT
 LX0427'BEDROCK WHICH IS ABOUT 25 FEET LONG AND 8 FEET WIDE, 24.1 FEET
 LX0427'NORTH OF THE NORTH RAIL AND 3 FEET ABOVE THE LEVEL OF THE
 LX0427'TRACK.
 LX0427
 LX0427                          STATION RECOVERY (1991)
 LX0427
 LX0427'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1675 ***********************************************************************
 LX1675  DESIGNATION -  F 49
 LX1675  PID         -  LX1675
 LX1675  STATE/COUNTY-  CT/HARTFORD
 LX1675  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1675
 LX1675                         *CURRENT SURVEY CONTROL
 LX1675  ___________________________________________________________________
 LX1675* NAD 83(1986)-  41 56 34.     (N)    072 38 07.     (W)     SCALED    
 LX1675* NAVD 88     -        37.110  (meters)     121.75   (feet)  ADJUSTED  
 LX1675  ___________________________________________________________________
 LX1675  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX1675  DYNAMIC HT  -          37.099 (meters)     121.72  (feet)  COMP
 LX1675  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 LX1675
 LX1675  VERT ORDER  -  FIRST     CLASS II
 LX1675
 LX1675.The horizontal coordinates were scaled from a topographic map and have
 LX1675.an estimated accuracy of +/- 6 seconds.
 LX1675
 LX1675.The orthometric height was determined by differential leveling
 LX1675.and adjusted by the National Geodetic Survey in June 1991..
 LX1675
 LX1675.The geoid height was determined by GEOID03.
 LX1675
 LX1675.The dynamic height is computed by dividing the NAVD 88
 LX1675.geopotential number by the normal gravity value computed on the
 LX1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1675.degrees latitude (g = 980.6199 gals.).
 LX1675
 LX1675.The modeled gravity was interpolated from observed gravity values.
 LX1675
 LX1675;                    North         East    Units  Estimated Accuracy
 LX1675;SPC CT       -   275,620.      314,310.      MT  (+/- 180 meters Scaled)
 LX1675
 LX1675                          SUPERSEDED SURVEY CONTROL
 LX1675
 LX1675.No superseded survey control is available for this station.
 LX1675
 LX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM960461(NAD 83)
 LX1675_MARKER: DB = BENCH MARK DISK
 LX1675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1675_SP_SET: FOUNDATION
 LX1675_STAMPING: F 49 1978
 LX1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1675
 LX1675  HISTORY     - Date     Condition        Report By
 LX1675  HISTORY     - 1978     MONUMENTED       NGS
 LX1675
 LX1675                          STATION DESCRIPTION
 LX1675
 LX1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1675'IN WINDSOR LOCKS.
 LX1675'0.65 MILE NORTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1675'WINDSOR LOCKS TO THE JUNCTION OF HIGHWAY 159 AND SUFFIELD STREET
 LX1675'THENCE 0.65 MILE NORTHWEST ALONG SUFFIELD STREET TO THE JUNCTION
 LX1675'OF SUFFIELD STREET AND EDITH STREET, THENCE .05 MILE EAST ALONG
 LX1675'EDITH STREET TO ENTRANCE GATE TO CONNECTICUT WATER WORK WATER TANK,
 LX1675'SET IN THE SOUTHWEST CORNER OF THE CENTER FOUNDATION SUPPORTING THE
 LX1675'MAIN WATER PIPE FOR THE TANK, 101 FEET NORTHEAST OF A FIRE HYDRANT,
 LX1675'97.5 FEET NORTHEAST OF POWER POLE NUMBER 24326, WITH A ELECTRIC
 LX1675'METER AND GUY WIRE, 2 FEET SOUTHWEST OF SOUTHWEST SIDE OF THE MAIN
 LX1675'WATER PIPE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0098 ***********************************************************************
 LX0098  DESIGNATION -  F 5
 LX0098  PID         -  LX0098
 LX0098  STATE/COUNTY-  CT/MIDDLESEX
 LX0098  USGS QUAD   -  OLD LYME (1976)
 LX0098
 LX0098                         *CURRENT SURVEY CONTROL
 LX0098  ___________________________________________________________________
 LX0098* NAD 83(1986)-  41 18 14.     (N)    072 22 09.     (W)     SCALED    
 LX0098* NAVD 88     -         6.120  (meters)      20.08   (feet)  ADJUSTED  
 LX0098  ___________________________________________________________________
 LX0098  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0098  DYNAMIC HT  -           6.118 (meters)      20.07  (feet)  COMP
 LX0098  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 LX0098
 LX0098  VERT ORDER  -  FIRST     CLASS I
 LX0098
 LX0098.The horizontal coordinates were scaled from a topographic map and have
 LX0098.an estimated accuracy of +/- 6 seconds.
 LX0098
 LX0098.The orthometric height was determined by differential leveling
 LX0098.and adjusted by the National Geodetic Survey in June 1991..
 LX0098
 LX0098.The geoid height was determined by GEOID03.
 LX0098
 LX0098.The dynamic height is computed by dividing the NAVD 88
 LX0098.geopotential number by the normal gravity value computed on the
 LX0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0098.degrees latitude (g = 980.6199 gals.).
 LX0098
 LX0098.The modeled gravity was interpolated from observed gravity values.
 LX0098
 LX0098;                    North         East    Units  Estimated Accuracy
 LX0098;SPC CT       -   204,730.      336,690.      MT  (+/- 180 meters Scaled)
 LX0098
 LX0098                          SUPERSEDED SURVEY CONTROL
 LX0098
 LX0098  NGVD 29 (??/??/92)    6.428  (m)           21.09   (f) ADJ UNCH    1 1
 LX0098
 LX0098.Superseded values are not recommended for survey control.
 LX0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0098.See file dsdata.txt to determine how the superseded data were derived.
 LX0098
 LX0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL202758(NAD 83)
 LX0098_MARKER: DB = BENCH MARK DISK
 LX0098_SETTING: 66 = SET IN ROCK OUTCROP
 LX0098_SP_SET: ROCK CUT
 LX0098_STAMPING: ELEV 21.089 FT F 5 1922
 LX0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0098+STABILITY: POSITION/ELEVATION WELL
 LX0098
 LX0098  HISTORY     - Date     Condition        Report By
 LX0098  HISTORY     - 1922     MONUMENTED       CGS
 LX0098  HISTORY     - 1965     GOOD             NGS
 LX0098  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0098
 LX0098                          STATION DESCRIPTION
 LX0098
 LX0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0098'AT OLD SAYBROOK.
 LX0098'AT OLD SAYBROOK, ABOUT 0.45 MILE EAST ALONG THE NEW YORK, NEW
 LX0098'HAVEN AND HARTFORD RAILROAD FROM THE STATION AT OLD SAYBROOK,
 LX0098'ABOUT 0.35 MILE EAST OF THE U.S. HIGHWAY 1 OVERPASS, ABOUT 6 1/2
 LX0098'RAILS EAST OF SEMAPHORE 105.6, SET ON THE TOP OF THE SOUTHWEST
 LX0098'END OF A 7- BY-3 FOOT LEDGE OF ROCK WHICH IS DIRECTLY BELOW
 LX0098'A ROCK CUT, 31.4 FEET NORTH OF THE NORTH RAIL, 0.6 FOOT NORTHEAST
 LX0098'OF THE SOUTHWEST END OF THE ROCK AND ABOUT LEVEL WITH THE TRACK.
 LX0098
 LX0098                          STATION RECOVERY (1983)
 LX0098
 LX0098'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1649 ***********************************************************************
 LX1649  DESIGNATION -  F 50
 LX1649  PID         -  LX1649
 LX1649  STATE/COUNTY-  CT/HARTFORD
 LX1649  USGS QUAD   -  NEW BRITAIN (1992)
 LX1649
 LX1649                         *CURRENT SURVEY CONTROL
 LX1649  ___________________________________________________________________
 LX1649* NAD 83(1986)-  41 38 21.     (N)    072 46 10.     (W)     SCALED    
 LX1649* NAVD 88     -        20.065  (meters)      65.83   (feet)  ADJUSTED  
 LX1649  ___________________________________________________________________
 LX1649  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX1649  DYNAMIC HT  -          20.059 (meters)      65.81  (feet)  COMP
 LX1649  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 LX1649
 LX1649  VERT ORDER  -  FIRST     CLASS II
 LX1649
 LX1649.The horizontal coordinates were scaled from a topographic map and have
 LX1649.an estimated accuracy of +/- 6 seconds.
 LX1649
 LX1649.The orthometric height was determined by differential leveling
 LX1649.and adjusted by the National Geodetic Survey in June 1991..
 LX1649
 LX1649.The geoid height was determined by GEOID03.
 LX1649
 LX1649.The dynamic height is computed by dividing the NAVD 88
 LX1649.geopotential number by the normal gravity value computed on the
 LX1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1649.degrees latitude (g = 980.6199 gals.).
 LX1649
 LX1649.The modeled gravity was interpolated from observed gravity values.
 LX1649
 LX1649;                    North         East    Units  Estimated Accuracy
 LX1649;SPC CT       -   241,900.      303,180.      MT  (+/- 180 meters Scaled)
 LX1649
 LX1649                          SUPERSEDED SURVEY CONTROL
 LX1649
 LX1649.No superseded survey control is available for this station.
 LX1649
 LX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM857121(NAD 83)
 LX1649_MARKER: DB = BENCH MARK DISK
 LX1649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LX1649_STAMPING: F 50 1978
 LX1649_MARK LOGO: NGS   
 LX1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1649
 LX1649  HISTORY     - Date     Condition        Report By
 LX1649  HISTORY     - 1978     MONUMENTED       NGS
 LX1649  HISTORY     - 1984     GOOD             NGS
 LX1649  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 LX1649
 LX1649                          STATION DESCRIPTION
 LX1649
 LX1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1649'2.3 MI SOUTH FROM NEW BRITAIN.
 LX1649'2.3 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST MAIN
 LX1649'STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE MARK ON THE LEFT, SET
 LX1649'BETWEEN A POWER POLE AND A MAIL BOX AT THE SOUTHWEST CORNER OF THE
 LX1649'PRENTICE CORPORATION PLANT, 28.5 FEET SOUTHWEST OF THE SOUTHWEST
 LX1649'CORNER OF THE PRENTICE CORPORATION, 17 FEET EAST OF THE CENTER LINE
 LX1649'OF HIGHWAY 71, 2 FEET SOUTH OF POWER POLE NUMBER 704, 1 FOOT NORTH
 LX1649'OF A MAIL BOX.
 LX1649
 LX1649                          STATION RECOVERY (1984)
 LX1649
 LX1649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1649'RECOVERED IN GOOD CONDITION.
 LX1649
 LX1649                          STATION RECOVERY (2001)
 LX1649
 LX1649'RECOVERY NOTE BY US POWER SQUADRON 2001 (TPK)
 LX1649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1624 ***********************************************************************
 LX1624  DESIGNATION -  F 51
 LX1624  PID         -  LX1624
 LX1624  STATE/COUNTY-  CT/NEW HAVEN
 LX1624  USGS QUAD   -  NEW HAVEN (1984)
 LX1624
 LX1624                         *CURRENT SURVEY CONTROL
 LX1624  ___________________________________________________________________
 LX1624* NAD 83(1986)-  41 20 40.     (N)    072 53 41.     (W)     SCALED    
 LX1624* NAVD 88     -         2.674  (meters)       8.77   (feet)  ADJUSTED  
 LX1624  ___________________________________________________________________
 LX1624  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX1624  DYNAMIC HT  -           2.673 (meters)       8.77  (feet)  COMP
 LX1624  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LX1624
 LX1624  VERT ORDER  -  FIRST     CLASS II
 LX1624
 LX1624.The horizontal coordinates were scaled from a topographic map and have
 LX1624.an estimated accuracy of +/- 6 seconds.
 LX1624
 LX1624.The orthometric height was determined by differential leveling
 LX1624.and adjusted by the National Geodetic Survey in June 1991..
 LX1624
 LX1624.The geoid height was determined by GEOID03.
 LX1624
 LX1624.The dynamic height is computed by dividing the NAVD 88
 LX1624.geopotential number by the normal gravity value computed on the
 LX1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1624.degrees latitude (g = 980.6199 gals.).
 LX1624
 LX1624.The modeled gravity was interpolated from observed gravity values.
 LX1624
 LX1624;                    North         East    Units  Estimated Accuracy
 LX1624;SPC CT       -   209,170.      292,690.      MT  (+/- 180 meters Scaled)
 LX1624
 LX1624                          SUPERSEDED SURVEY CONTROL
 LX1624
 LX1624.No superseded survey control is available for this station.
 LX1624
 LX1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL761791(NAD 83)
 LX1624_MARKER: DB = BENCH MARK DISK
 LX1624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1624_SP_SET: STAINLESS STEEL ROD
 LX1624_STAMPING: F 51 1978
 LX1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1624
 LX1624  HISTORY     - Date     Condition        Report By
 LX1624  HISTORY     - 1978     MONUMENTED       NGS
 LX1624
 LX1624                          STATION DESCRIPTION
 LX1624
 LX1624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1624'3.05 MILES NE FROM NEW HAVEN.
 LX1624'3.05 MILES NORTHEAST ALONG STATE HIGHWAY 5 WHICH IS ALSO STATE
 LX1624'STREET FROM U.S. HIGHWAY 91 OVERPASS BRIDGE OVER HIGHWAY 5, SET
 LX1624'AT THE FRONT ENTRANCE OF VIVIANS POWER EQUIPMENT BUILDING, 2
 LX1624'FEET NORTH OF TWO METAL
 LX1624'FEET SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING, 4.5 FEET
 LX1624'SOUTHWEST OF THE CENTER OF THE FRONT ENTRANCE TO THE BUILDING
 LX1624'26 FEET NORTH OF TWO METAL POST SUPPORTING A SIGN READING VIVIANS
 LX1624'POWER EQUIPMENT SPEEDWAY AUTO HIGH PERFORMANCE CENTER, 53 FEET
 LX1624'NORTHWEST OF THE CENTER LINE OF HIGHWAY 5, 83 FEET NORTHEAST OF
 LX1624'THE CENTER LINE OF FERWOOD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1462 ***********************************************************************
 MZ1462  DESIGNATION -  F 53
 MZ1462  PID         -  MZ1462
 MZ1462  STATE/COUNTY-  CT/LITCHFIELD
 MZ1462  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1462
 MZ1462                         *CURRENT SURVEY CONTROL
 MZ1462  ___________________________________________________________________
 MZ1462* NAD 83(1986)-  42 00 48.     (N)    073 17 02.     (W)     SCALED    
 MZ1462* NAVD 88     -       245.991  (meters)     807.06   (feet)  ADJUSTED  
 MZ1462  ___________________________________________________________________
 MZ1462  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 MZ1462  DYNAMIC HT  -         245.908 (meters)     806.78  (feet)  COMP
 MZ1462  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 MZ1462
 MZ1462  VERT ORDER  -  FIRST     CLASS II
 MZ1462
 MZ1462.The horizontal coordinates were scaled from a topographic map and have
 MZ1462.an estimated accuracy of +/- 6 seconds.
 MZ1462
 MZ1462.The orthometric height was determined by differential leveling
 MZ1462.and adjusted by the National Geodetic Survey in June 1991..
 MZ1462
 MZ1462.The geoid height was determined by GEOID03.
 MZ1462
 MZ1462.The dynamic height is computed by dividing the NAVD 88
 MZ1462.geopotential number by the normal gravity value computed on the
 MZ1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1462.degrees latitude (g = 980.6199 gals.).
 MZ1462
 MZ1462.The modeled gravity was interpolated from observed gravity values.
 MZ1462
 MZ1462;                    North         East    Units  Estimated Accuracy
 MZ1462;SPC CT       -   283,590.      260,580.      MT  (+/- 180 meters Scaled)
 MZ1462
 MZ1462                          SUPERSEDED SURVEY CONTROL
 MZ1462
 MZ1462.No superseded survey control is available for this station.
 MZ1462
 MZ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM420526(NAD 83)
 MZ1462_MARKER: I = METAL ROD
 MZ1462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1462_SP_SET: STAINLESS STEEL ROD
 MZ1462_STAMPING: F 53 1984
 MZ1462_MARK LOGO: NGS   
 MZ1462_PROJECTION: FLUSH
 MZ1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MZ1462+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2003
 MZ1462_ROD/PIPE-DEPTH: 24.6 meters
 MZ1462
 MZ1462  HISTORY     - Date     Condition        Report By
 MZ1462  HISTORY     - 1984     MONUMENTED       NGS
 MZ1462  HISTORY     - 20030324 GOOD             CLOHAR
 MZ1462
 MZ1462                          STATION DESCRIPTION
 MZ1462
 MZ1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1462'3.7 KM (2.3 MI) SE FROM CANAAN.
 MZ1462'3.7 KM (2.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 MZ1462'U.S. HIGHWAY 7 IN CANAAN TO THE MARK ON THE RIGHT, ON THE NORTHEAST
 MZ1462'SIDE OF A CONCRETE BASE OF A FLAG POLE FOR A WORLD WAR MONUMENT,
 MZ1462'14.50 METERS (47.6 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 MZ1462'6.25 METERS (20.5 FT) NORTHWEST OF THE CENTER OF A CONCRETE WALKWAY
 MZ1462'LEADING TO THE MONUMENT, 0.55 METER (1.8 FT) NORTHEAST OF THE
 MZ1462'NORTHEAST FACE OF THE CONCRETE BASE OF THE FLAG POLE.
 MZ1462'THE MARK IS 0.30 M ABOVE HIGHWAY.
 MZ1462
 MZ1462                          STATION RECOVERY (2003)
 MZ1462
 MZ1462'RECOVERY NOTE BY CLOUGH HARBOUR AND ASSOCIATES 2003 (CL)
 MZ1462'LOCATED HALFWAY BETWEEN CASEY HILL ROAD AND LOWER ROAD.  HAS ACCESS
 MZ1462'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1862 ***********************************************************************
 LX1862  DESIGNATION -  F 54
 LX1862  PID         -  LX1862
 LX1862  STATE/COUNTY-  CT/FAIRFIELD
 LX1862  USGS QUAD   -  NORWALK NORTH (1975)
 LX1862
 LX1862                         *CURRENT SURVEY CONTROL
 LX1862  ___________________________________________________________________
 LX1862* NAD 83(1986)-  41 09 09.     (N)    073 25 27.     (W)     SCALED    
 LX1862* NAVD 88     -        36.039  (meters)     118.24   (feet)  ADJUSTED  
 LX1862  ___________________________________________________________________
 LX1862  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX1862  DYNAMIC HT  -          36.027 (meters)     118.20  (feet)  COMP
 LX1862  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LX1862
 LX1862  VERT ORDER  -  FIRST     CLASS II
 LX1862
 LX1862.The horizontal coordinates were scaled from a topographic map and have
 LX1862.an estimated accuracy of +/- 6 seconds.
 LX1862
 LX1862.The orthometric height was determined by differential leveling
 LX1862.and adjusted by the National Geodetic Survey in June 1991..
 LX1862
 LX1862.The geoid height was determined by GEOID03.
 LX1862
 LX1862.The dynamic height is computed by dividing the NAVD 88
 LX1862.geopotential number by the normal gravity value computed on the
 LX1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1862.degrees latitude (g = 980.6199 gals.).
 LX1862
 LX1862.The modeled gravity was interpolated from observed gravity values.
 LX1862
 LX1862;                    North         East    Units  Estimated Accuracy
 LX1862;SPC CT       -   188,070.      248,210.      MT  (+/- 180 meters Scaled)
 LX1862
 LX1862                          SUPERSEDED SURVEY CONTROL
 LX1862
 LX1862.No superseded survey control is available for this station.
 LX1862
 LX1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL322568(NAD 83)
 LX1862_MARKER: DB = BENCH MARK DISK
 LX1862_SETTING: 66 = SET IN ROCK OUTCROP
 LX1862_SP_SET: ROCK OUTCROP
 LX1862_STAMPING: F 54 1984
 LX1862_MARK LOGO: NGS   
 LX1862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1862+STABILITY: POSITION/ELEVATION WELL
 LX1862
 LX1862  HISTORY     - Date     Condition        Report By
 LX1862  HISTORY     - 1984     MONUMENTED       NGS
 LX1862
 LX1862                          STATION DESCRIPTION
 LX1862
 LX1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1862'1.1 KM (0.7 MI) NORTH FROM NORWALK.
 LX1862'1.1 KM (0.7 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE OVERPASS BRIDGES
 LX1862'OF THE MERRITT PARKWAY IN NORWALK TO THE MARK ON THE RIGHT, OPPOSITE
 LX1862'THE MOST NORTHERLY ENTRANCE TO THE MERRITT SEVEN CORPORATION,
 LX1862'28.96 METERS (95.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1862'1.58 METERS (5.2 FT) NORTHWEST OF THE EAST LEG OF THE EAST ONE OF TWO
 LX1862'BILLBOARD SIGNS, 1.58 METERS (5.2 FT) NORTHEAST OF THE SECOND LEG FROM
 LX1862'THE EAST END OF THE SIGN.
 LX1862'THE MARK IS 0.21 METERS  N FROM A WITNESS POST.
 LX1862'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2014 ***********************************************************************
 LX2014  DESIGNATION -  F 55
 LX2014  PID         -  LX2014
 LX2014  STATE/COUNTY-  CT/LITCHFIELD
 LX2014  USGS QUAD   -  NEW HARTFORD (1984)
 LX2014
 LX2014                         *CURRENT SURVEY CONTROL
 LX2014  ___________________________________________________________________
 LX2014* NAD 83(1986)-  41 54 54.     (N)    072 58 36.     (W)     SCALED    
 LX2014* NAVD 88     -       157.717  (meters)     517.44   (feet)  ADJUSTED  
 LX2014  ___________________________________________________________________
 LX2014  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 LX2014  DYNAMIC HT  -         157.670 (meters)     517.29  (feet)  COMP
 LX2014  MODELED GRAV-     980,322.1   (mgal)                       NAVD 88
 LX2014
 LX2014  VERT ORDER  -  FIRST     CLASS II
 LX2014
 LX2014.The horizontal coordinates were scaled from a topographic map and have
 LX2014.an estimated accuracy of +/- 6 seconds.
 LX2014
 LX2014.The orthometric height was determined by differential leveling
 LX2014.and adjusted by the National Geodetic Survey in June 1991..
 LX2014
 LX2014.The geoid height was determined by GEOID03.
 LX2014
 LX2014.The dynamic height is computed by dividing the NAVD 88
 LX2014.geopotential number by the normal gravity value computed on the
 LX2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2014.degrees latitude (g = 980.6199 gals.).
 LX2014
 LX2014.The modeled gravity was interpolated from observed gravity values.
 LX2014
 LX2014;                    North         East    Units  Estimated Accuracy
 LX2014;SPC CT       -   272,560.      286,000.      MT  (+/- 180 meters Scaled)
 LX2014
 LX2014                          SUPERSEDED SURVEY CONTROL
 LX2014
 LX2014.No superseded survey control is available for this station.
 LX2014
 LX2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM677423(NAD 83)
 LX2014_MARKER: I = METAL ROD
 LX2014_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2014_SP_SET: STAINLESS STEEL ROD
 LX2014_STAMPING: F 55 1984
 LX2014_MARK LOGO: NGS   
 LX2014_PROJECTION: FLUSH
 LX2014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2014_ROD/PIPE-DEPTH: 9.7  meters
 LX2014
 LX2014  HISTORY     - Date     Condition        Report By
 LX2014  HISTORY     - 1984     MONUMENTED       NGS
 LX2014
 LX2014                          STATION DESCRIPTION
 LX2014
 LX2014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2014'1.1 KM (0.7 MI) NE FROM PLEASANT VALLEY.
 LX2014'1.1 KM (0.7 MI) NORTHEAST ALONG STATE HIGHWAY 318 FROM THE SOUTHWEST
 LX2014'END OF THE HIGHWAY BRIDGE OVER THE FARMINGTON RIVER IN PLEASANT VALLEY
 LX2014'TO THE MARK ON THE RIGHT, AT THE JUNCTION OF STATE HIGHWAY 181 NORTH,
 LX2014'ON THE NORTH SIDE OF A STOP SIGN, 7.01 METERS (23.0 FT) NORTH OF THE
 LX2014'CENTERLINE OF HIGHWAY 318, 16.76 METERS (55.0 FT) EAST OF THE
 LX2014'CENTERLINE OF HIGHWAY 181, 16.15 METERS (53.0 FT) SOUTHWEST OF POWER
 LX2014'POLE 31614, 0.40 METERS (1.3 FT) NORTH OF A STOP SIGN.
 LX2014'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
 LX2014'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1898 ***********************************************************************
 LX1898  DESIGNATION -  F 57
 LX1898  PID         -  LX1898
 LX1898  STATE/COUNTY-  CT/FAIRFIELD
 LX1898  USGS QUAD   -  DANBURY (1984)
 LX1898
 LX1898                         *CURRENT SURVEY CONTROL
 LX1898  ___________________________________________________________________
 LX1898* NAD 83(1986)-  41 24 53.     (N)    073 26 13.     (W)     SCALED    
 LX1898* NAVD 88     -       120.653  (meters)     395.84   (feet)  ADJUSTED  
 LX1898  ___________________________________________________________________
 LX1898  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX1898  DYNAMIC HT  -         120.613 (meters)     395.71  (feet)  COMP
 LX1898  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX1898
 LX1898  VERT ORDER  -  FIRST     CLASS II
 LX1898
 LX1898.The horizontal coordinates were scaled from a topographic map and have
 LX1898.an estimated accuracy of +/- 6 seconds.
 LX1898
 LX1898.The orthometric height was determined by differential leveling
 LX1898.and adjusted by the National Geodetic Survey in June 1991..
 LX1898
 LX1898.The geoid height was determined by GEOID03.
 LX1898
 LX1898.The dynamic height is computed by dividing the NAVD 88
 LX1898.geopotential number by the normal gravity value computed on the
 LX1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1898.degrees latitude (g = 980.6199 gals.).
 LX1898
 LX1898.The modeled gravity was interpolated from observed gravity values.
 LX1898
 LX1898;                    North         East    Units  Estimated Accuracy
 LX1898;SPC CT       -   217,200.      247,370.      MT  (+/- 180 meters Scaled)
 LX1898
 LX1898                          SUPERSEDED SURVEY CONTROL
 LX1898
 LX1898.No superseded survey control is available for this station.
 LX1898
 LX1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL306859(NAD 83)
 LX1898_MARKER: DB = BENCH MARK DISK
 LX1898_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1898_SP_SET: ABUTMENT
 LX1898_STAMPING: F 57 1984
 LX1898_MARK LOGO: NGS   
 LX1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1898
 LX1898  HISTORY     - Date     Condition        Report By
 LX1898  HISTORY     - 1984     MONUMENTED       NGS
 LX1898  HISTORY     - 1985     GOOD             NGS
 LX1898
 LX1898                          STATION DESCRIPTION
 LX1898
 LX1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1898'2.4 KM (1.5 MI) NE FROM DANBURY.
 LX1898'2.4 KM (1.5 MI) NORTHEAST ALONG INTERSTATE 84 AND U.S. HIGHWAY 7 FROM
 LX1898'THE NORTHEAST END OF THE EAST BOUND BRIDGE OVER STATE HIGHWAY 39 IN
 LX1898'DANBURY TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE
 LX1898'SOUTHEAST WALKWAY OF THE HIGHWAY BRIDGE OVER GREAT PLAIN ROAD,
 LX1898'0.30 METER (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 LX1898'WALKWAY OF THE BRIDGE, 0.24 METER (0.8 FT) SOUTHEAST OF THE SOUTHEAST
 LX1898'CURB OF THE BRIDGE.
 LX1898'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX1898
 LX1898                          STATION RECOVERY (1985)
 LX1898
 LX1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1981 ***********************************************************************
 LX1981  DESIGNATION -  F 58
 LX1981  PID         -  LX1981
 LX1981  STATE/COUNTY-  CT/LITCHFIELD
 LX1981  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1981
 LX1981                         *CURRENT SURVEY CONTROL
 LX1981  ___________________________________________________________________
 LX1981* NAD 83(1986)-  41 57 43.     (N)    073 20 09.     (W)     SCALED    
 LX1981* NAVD 88     -       197.267  (meters)     647.20   (feet)  ADJUSTED  
 LX1981  ___________________________________________________________________
 LX1981  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1981  DYNAMIC HT  -         197.200 (meters)     646.98  (feet)  COMP
 LX1981  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LX1981
 LX1981  VERT ORDER  -  FIRST     CLASS II
 LX1981
 LX1981.The horizontal coordinates were scaled from a topographic map and have
 LX1981.an estimated accuracy of +/- 6 seconds.
 LX1981
 LX1981.The orthometric height was determined by differential leveling
 LX1981.and adjusted by the National Geodetic Survey in June 1991..
 LX1981
 LX1981.The geoid height was determined by GEOID03.
 LX1981
 LX1981.The dynamic height is computed by dividing the NAVD 88
 LX1981.geopotential number by the normal gravity value computed on the
 LX1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1981.degrees latitude (g = 980.6199 gals.).
 LX1981
 LX1981.The modeled gravity was interpolated from observed gravity values.
 LX1981
 LX1981;                    North         East    Units  Estimated Accuracy
 LX1981;SPC CT       -   277,910.      256,240.      MT  (+/- 180 meters Scaled)
 LX1981
 LX1981                          SUPERSEDED SURVEY CONTROL
 LX1981
 LX1981.No superseded survey control is available for this station.
 LX1981
 LX1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM379468(NAD 83)
 LX1981_MARKER: DB = BENCH MARK DISK
 LX1981_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1981_SP_SET: HEADWALL
 LX1981_STAMPING: F 58 1984
 LX1981_MARK LOGO: NGS   
 LX1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1981+STABILITY: SURFACE MOTION
 LX1981
 LX1981  HISTORY     - Date     Condition        Report By
 LX1981  HISTORY     - 1984     MONUMENTED       NGS
 LX1981
 LX1981                          STATION DESCRIPTION
 LX1981
 LX1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1981'8.4 KM (5.2 MI) SOUTH FROM CANAAN.
 LX1981'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1981'CANAAN, THENCE 7.6 KM (4.75 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1981'ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF
 LX1981'A CULVERT UNDER THE HIGHWAY, 5.49 METERS (18.0 FT) NORTHWEST OF THE
 LX1981'CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT) SOUTHWEST OF THE
 LX1981'NORTHEAST END OF THE HEADWALL.
 LX1981'THE MARK IS 0.32 METERS  SW FROM A WITNESS POST.
 LX1981'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1956 ***********************************************************************
 LX1956  DESIGNATION -  F 59
 LX1956  PID         -  LX1956
 LX1956  STATE/COUNTY-  CT/LITCHFIELD
 LX1956  USGS QUAD   -  ELLSWORTH (1969)
 LX1956
 LX1956                         *CURRENT SURVEY CONTROL
 LX1956  ___________________________________________________________________
 LX1956* NAD 83(1986)-  41 47 38.     (N)    073 23 51.     (W)     SCALED    
 LX1956* NAVD 88     -       153.509  (meters)     503.64   (feet)  ADJUSTED  
 LX1956  ___________________________________________________________________
 LX1956  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX1956  DYNAMIC HT  -         153.456 (meters)     503.46  (feet)  COMP
 LX1956  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX1956
 LX1956  VERT ORDER  -  FIRST     CLASS II
 LX1956
 LX1956.The horizontal coordinates were scaled from a topographic map and have
 LX1956.an estimated accuracy of +/- 6 seconds.
 LX1956
 LX1956.The orthometric height was determined by differential leveling
 LX1956.and adjusted by the National Geodetic Survey in June 1991..
 LX1956
 LX1956.The geoid height was determined by GEOID03.
 LX1956
 LX1956.The dynamic height is computed by dividing the NAVD 88
 LX1956.geopotential number by the normal gravity value computed on the
 LX1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1956.degrees latitude (g = 980.6199 gals.).
 LX1956
 LX1956.The modeled gravity was interpolated from observed gravity values.
 LX1956
 LX1956;                    North         East    Units  Estimated Accuracy
 LX1956;SPC CT       -   259,280.      250,980.      MT  (+/- 180 meters Scaled)
 LX1956
 LX1956                          SUPERSEDED SURVEY CONTROL
 LX1956
 LX1956.No superseded survey control is available for this station.
 LX1956
 LX1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM331281(NAD 83)
 LX1956_MARKER: DB = BENCH MARK DISK
 LX1956_SETTING: 66 = SET IN ROCK OUTCROP
 LX1956_SP_SET: ROCK OUTCROP
 LX1956_STAMPING: F 59 1984
 LX1956_MARK LOGO: NGS   
 LX1956_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1956+STABILITY: POSITION/ELEVATION WELL
 LX1956
 LX1956  HISTORY     - Date     Condition        Report By
 LX1956  HISTORY     - 1984     MONUMENTED       NGS
 LX1956
 LX1956                          STATION DESCRIPTION
 LX1956
 LX1956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1956'3.8 KM (2.35 MI) SW FROM CORNWALL BRIDGE.
 LX1956'3.8 KM (2.35 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1956'CORNWALL BRIDGE TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST END
 LX1956'OF THE LOWEST LEVEL OF ROCK OUTCROP, 12.50 METERS (41.0 FT) NORTHWEST
 LX1956'OF THE CENTERLINE OF THE HIGHWAY, 18.59 METERS (61.0 FT)
 LX1956'WEST-SOUTHWEST OF UTILITY POLE A3544, 2.19 METERS (7.2 FT) NORTHEAST
 LX1956'OF THE SOUTHWEST END OF THE OUTCROP.
 LX1956'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 LX1956'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0167 ***********************************************************************
 LX0167  DESIGNATION -  F 6
 LX0167  PID         -  LX0167
 LX0167  STATE/COUNTY-  CT/NEW LONDON
 LX0167  USGS QUAD   -  NEW LONDON (1984)
 LX0167
 LX0167                         *CURRENT SURVEY CONTROL
 LX0167  ___________________________________________________________________
 LX0167* NAD 83(1986)-  41 21 51.     (N)    072 04 49.     (W)     SCALED    
 LX0167* NAVD 88     -        13.096  (meters)      42.97   (feet)  ADJUSTED  
 LX0167  ___________________________________________________________________
 LX0167  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0167  DYNAMIC HT  -          13.091 (meters)      42.95  (feet)  COMP
 LX0167  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX0167
 LX0167  VERT ORDER  -  FIRST     CLASS I
 LX0167
 LX0167.The horizontal coordinates were scaled from a topographic map and have
 LX0167.an estimated accuracy of +/- 6 seconds.
 LX0167
 LX0167.The orthometric height was determined by differential leveling
 LX0167.and adjusted by the National Geodetic Survey in June 1991..
 LX0167
 LX0167.The geoid height was determined by GEOID03.
 LX0167
 LX0167.The dynamic height is computed by dividing the NAVD 88
 LX0167.geopotential number by the normal gravity value computed on the
 LX0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0167.degrees latitude (g = 980.6199 gals.).
 LX0167
 LX0167.The modeled gravity was interpolated from observed gravity values.
 LX0167
 LX0167;                    North         East    Units  Estimated Accuracy
 LX0167;SPC CT       -   211,570.      360,840.      MT  (+/- 180 meters Scaled)
 LX0167
 LX0167                          SUPERSEDED SURVEY CONTROL
 LX0167
 LX0167  NGVD 29 (??/??/92)   13.387  (m)           43.92   (f) ADJ UNCH    1 1
 LX0167
 LX0167.Superseded values are not recommended for survey control.
 LX0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0167.See file dsdata.txt to determine how the superseded data were derived.
 LX0167
 LX0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL442832(NAD 83)
 LX0167_MARKER: DB = BENCH MARK DISK
 LX0167_SETTING: 66 = SET IN ROCK OUTCROP
 LX0167_SP_SET: BEDROCK
 LX0167_STAMPING: F 6 ELEV 43.947 FT 1922
 LX0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0167+STABILITY: POSITION/ELEVATION WELL
 LX0167
 LX0167  HISTORY     - Date     Condition        Report By
 LX0167  HISTORY     - 1922     MONUMENTED       CGS
 LX0167  HISTORY     - 1965     GOOD             NGS
 LX0167  HISTORY     - 1983     GOOD             USPSQD
 LX0167  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0167  HISTORY     - 1989     GOOD             USPSQD
 LX0167  HISTORY     - 1989     GOOD             USPSQD
 LX0167
 LX0167                          STATION DESCRIPTION
 LX0167
 LX0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0167'AT GROTON.
 LX0167'AT GROTON, ABOUT 0.1 MILE NORTHEAST OF THE EAST END OF THE NEW
 LX0167'YORK, NEW HAVEN AND HARTFORD RAILROAD BRIDGE OVER THE THAMES
 LX0167'RIVER, ABOUT 87 YARDS NORTHEAST OF AND ACROSS TRACKS FROM SIGNAL
 LX0167'CONTROL TOWER NO. 119, DIRECTLY UNDER THE LARGE NEW INTERSTATE
 LX0167'HIGHWAY 95 BRIDGE OVER THE THAMES RIVER, SET ON THE TOP OF A
 LX0167'5-BY-5 FOOT EXPOSED PORTION OF BEDROCK, 23.5 FEET WEST-NORTHWEST
 LX0167'OF THE NORTHWEST CORNER OF THE THIRD PIER EAST OF THE EAST BANK
 LX0167'OF THE THAMES RIVER WHICH SUPPORTS THE HIGHWAY OVER THE RIVER, 40
 LX0167'FEET EAST OF THE EAST RAIL OF A SET OF TRACK LEADING NORTH
 LX0167'ALONG EAST BANK OF THAMES RIVER, 147 1/2 FEET SOUTHEAST OF AND
 LX0167'ACROSS TRACKS FROM A SEMAPHORE AND ABOUT 3 FEET ABOVE THE
 LX0167'LEVEL OF THE TRACK.
 LX0167
 LX0167                          STATION RECOVERY (1983)
 LX0167
 LX0167'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0167'RECOVERED IN GOOD CONDITION.
 LX0167
 LX0167                          STATION RECOVERY (1988)
 LX0167
 LX0167'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0167'MARK NOT FOUND.
 LX0167
 LX0167                          STATION RECOVERY (1989)
 LX0167
 LX0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0167'RECOVERED IN GOOD CONDITION.
 LX0167
 LX0167                          STATION RECOVERY (1989)
 LX0167
 LX0167'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LX0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1932 ***********************************************************************
 LX1932  DESIGNATION -  F 62
 LX1932  PID         -  LX1932
 LX1932  STATE/COUNTY-  CT/LITCHFIELD
 LX1932  USGS QUAD   -  KENT (1971)
 LX1932
 LX1932                         *CURRENT SURVEY CONTROL
 LX1932  ___________________________________________________________________
 LX1932* NAD 83(1986)-  41 38 34.     (N)    073 29 02.     (W)     SCALED    
 LX1932* NAVD 88     -        80.222  (meters)     263.19   (feet)  ADJUSTED  
 LX1932  ___________________________________________________________________
 LX1932  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX1932  DYNAMIC HT  -          80.196 (meters)     263.11  (feet)  COMP
 LX1932  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LX1932
 LX1932  VERT ORDER  -  FIRST     CLASS II
 LX1932
 LX1932.The horizontal coordinates were scaled from a topographic map and have
 LX1932.an estimated accuracy of +/- 6 seconds.
 LX1932
 LX1932.The orthometric height was determined by differential leveling
 LX1932.and adjusted by the National Geodetic Survey in June 1991..
 LX1932
 LX1932.The geoid height was determined by GEOID03.
 LX1932
 LX1932.The dynamic height is computed by dividing the NAVD 88
 LX1932.geopotential number by the normal gravity value computed on the
 LX1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1932.degrees latitude (g = 980.6199 gals.).
 LX1932
 LX1932.The modeled gravity was interpolated from observed gravity values.
 LX1932
 LX1932;                    North         East    Units  Estimated Accuracy
 LX1932;SPC CT       -   242,560.      243,660.      MT  (+/- 180 meters Scaled)
 LX1932
 LX1932                          SUPERSEDED SURVEY CONTROL
 LX1932
 LX1932.No superseded survey control is available for this station.
 LX1932
 LX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM262112(NAD 83)
 LX1932_MARKER: DB = BENCH MARK DISK
 LX1932_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1932_SP_SET: HEADWALL
 LX1932_STAMPING: F 62 1984
 LX1932_MARK LOGO: NGS   
 LX1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1932+STABILITY: SURFACE MOTION
 LX1932
 LX1932  HISTORY     - Date     Condition        Report By
 LX1932  HISTORY     - 1984     MONUMENTED       NGS
 LX1932
 LX1932                          STATION DESCRIPTION
 LX1932
 LX1932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1932'0.5 KM (0.3 MI) SE FROM GAYLORDSVILLE.
 LX1932'0.5 KM (0.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1932'STATE HIGHWAY 7 IN GAYLORDSVILLE TO THE MARK ON THE LEFT, IN TOP OF
 LX1932'THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY
 LX1932'AND NORTH OF THE JUNCTION OF GAYLORD ROAD, 4.27 METERS (14.0 FT) EAST
 LX1932'OF THE CENTERLINE OF THE HIGHWAY, 17.40 METERS (57.1 FT)
 LX1932'NORTH-NORTHWEST OF A FIRE HYDRANT, 12.19 METERS (40.0 FT) SOUTH OF THE
 LX1932'CENTER OF A PRIVATE DRIVE.
 LX1932'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 LX1932'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2068 ***********************************************************************
 LX2068  DESIGNATION -  F 63
 LX2068  PID         -  LX2068
 LX2068  STATE/COUNTY-  CT/TOLLAND
 LX2068  USGS QUAD   -  ELLINGTON (1984)
 LX2068
 LX2068                         *CURRENT SURVEY CONTROL
 LX2068  ___________________________________________________________________
 LX2068* NAD 83(1986)-  41 59 03.     (N)    072 29 50.     (W)     SCALED    
 LX2068* NAVD 88     -        59.045  (meters)     193.72   (feet)  ADJUSTED  
 LX2068  ___________________________________________________________________
 LX2068  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2068  DYNAMIC HT  -          59.027 (meters)     193.66  (feet)  COMP
 LX2068  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 LX2068
 LX2068  VERT ORDER  -  FIRST     CLASS II
 LX2068
 LX2068.The horizontal coordinates were scaled from a topographic map and have
 LX2068.an estimated accuracy of +/- 6 seconds.
 LX2068
 LX2068.The orthometric height was determined by differential leveling
 LX2068.and adjusted by the National Geodetic Survey in June 1991..
 LX2068
 LX2068.The geoid height was determined by GEOID03.
 LX2068
 LX2068.The dynamic height is computed by dividing the NAVD 88
 LX2068.geopotential number by the normal gravity value computed on the
 LX2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2068.degrees latitude (g = 980.6199 gals.).
 LX2068
 LX2068.The modeled gravity was interpolated from observed gravity values.
 LX2068
 LX2068;                    North         East    Units  Estimated Accuracy
 LX2068;SPC CT       -   280,250.      325,750.      MT  (+/- 180 meters Scaled)
 LX2068
 LX2068                          SUPERSEDED SURVEY CONTROL
 LX2068
 LX2068.No superseded survey control is available for this station.
 LX2068
 LX2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM073510(NAD 83)
 LX2068_MARKER: I = METAL ROD
 LX2068_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2068_SP_SET: STAINLESS STEEL ROD
 LX2068_STAMPING: F 63 1984
 LX2068_MARK LOGO: NGS   
 LX2068_PROJECTION: FLUSH
 LX2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2068_ROD/PIPE-DEPTH: 4.9  meters
 LX2068
 LX2068  HISTORY     - Date     Condition        Report By
 LX2068  HISTORY     - 1984     MONUMENTED       NGS
 LX2068
 LX2068                          STATION DESCRIPTION
 LX2068
 LX2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2068'3.6 KM (2.25 MI) EAST FROM HAZARDVILLE.
 LX2068'3.6 KM (2.25 MI) EAST ALONG STATE HIGHWAY 190 FROM THE JUNCTION OF
 LX2068'STATE HIGHWAY 192 IN HAZARDVILLE TO THE MARK ON THE RIGHT, ACROSS THE
 LX2068'HIGHWAY OF HOUSE NUMBER 23, 7.92 METERS (26.0 FT) SOUTH OF THE
 LX2068'CENTERLINE OF THE HIGHWAY, 0.98 METER (3.2 FT) SOUTHWEST OF THE
 LX2068'NORTHEAST POST OF A WELCOME TO SOMERS SIGN.
 LX2068'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LX2068'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1661 ***********************************************************************
 LW1661  DESIGNATION -  F 64
 LW1661  PID         -  LW1661
 LW1661  STATE/COUNTY-  CT/NEW LONDON
 LW1661  USGS QUAD   -  JEWETT CITY (1984)
 LW1661
 LW1661                         *CURRENT SURVEY CONTROL
 LW1661  ___________________________________________________________________
 LW1661* NAD 83(1986)-  41 36 11.     (N)    071 58 58.     (W)     SCALED    
 LW1661* NAVD 88     -        34.290  (meters)     112.50   (feet)  ADJUSTED  
 LW1661  ___________________________________________________________________
 LW1661  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1661  DYNAMIC HT  -          34.278 (meters)     112.46  (feet)  COMP
 LW1661  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LW1661
 LW1661  VERT ORDER  -  FIRST     CLASS II
 LW1661
 LW1661.The horizontal coordinates were scaled from a topographic map and have
 LW1661.an estimated accuracy of +/- 6 seconds.
 LW1661
 LW1661.The orthometric height was determined by differential leveling
 LW1661.and adjusted by the National Geodetic Survey in June 1991..
 LW1661
 LW1661.The geoid height was determined by GEOID03.
 LW1661
 LW1661.The dynamic height is computed by dividing the NAVD 88
 LW1661.geopotential number by the normal gravity value computed on the
 LW1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1661.degrees latitude (g = 980.6199 gals.).
 LW1661
 LW1661.The modeled gravity was interpolated from observed gravity values.
 LW1661
 LW1661;                    North         East    Units  Estimated Accuracy
 LW1661;SPC CT       -   238,170.      368,760.      MT  (+/- 180 meters Scaled)
 LW1661
 LW1661                          SUPERSEDED SURVEY CONTROL
 LW1661
 LW1661.No superseded survey control is available for this station.
 LW1661
 LW1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG514100(NAD 83)
 LW1661_MARKER: DB = BENCH MARK DISK
 LW1661_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 LW1661_SP_SET: ABUTMENT
 LW1661_STAMPING: F 64 1984
 LW1661_MARK LOGO: NGS   
 LW1661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1661+STABILITY: POSITION/ELEVATION WELL
 LW1661
 LW1661  HISTORY     - Date     Condition        Report By
 LW1661  HISTORY     - 1984     MONUMENTED       NGS
 LW1661  HISTORY     - 1984     GOOD             NGS
 LW1661
 LW1661                          STATION DESCRIPTION
 LW1661
 LW1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1661'IN JEWETT CITY.
 LW1661'IN JEWETT CITY, 0.2 KM (0.1 MI) SOUTHEAST ALONG STATE HIGHWAY 138 EAST
 LW1661'FROM THE JUNCTION OF STATE HIGHWAY 12 TO THE MARK ON THE RIGHT, IN TOP
 LW1661'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE
 LW1661'OVER THE PACHAUG RIVER, 7.80 METERS (25.5 FT) SOUTHWEST OF THE
 LW1661'CENTERLINE OF THE HIGHWAY, 0.76 METER (2.5 FT) SOUTHWEST OF THE
 LW1661'NORTHWEST END OF THE SOUTHWEST CONCRETE GUARD RAIL OF THE BRIDGE.
 LW1661'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1661
 LW1661                          STATION RECOVERY (1984)
 LW1661
 LW1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2144 ***********************************************************************
 LX2144  DESIGNATION -  F 65
 LX2144  PID         -  LX2144
 LX2144  STATE/COUNTY-  CT/WINDHAM
 LX2144  USGS QUAD   -  WILLIMANTIC (1984)
 LX2144
 LX2144                         *CURRENT SURVEY CONTROL
 LX2144  ___________________________________________________________________
 LX2144* NAD 83(1986)-  41 43 00.     (N)    072 14 25.     (W)     SCALED    
 LX2144* NAVD 88     -        83.438  (meters)     273.75   (feet)  ADJUSTED  
 LX2144  ___________________________________________________________________
 LX2144  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX2144  DYNAMIC HT  -          83.408 (meters)     273.65  (feet)  COMP
 LX2144  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 LX2144
 LX2144  VERT ORDER  -  FIRST     CLASS II
 LX2144
 LX2144.The horizontal coordinates were scaled from a topographic map and have
 LX2144.an estimated accuracy of +/- 6 seconds.
 LX2144
 LX2144.The orthometric height was determined by differential leveling
 LX2144.and adjusted by the National Geodetic Survey in June 1991..
 LX2144
 LX2144.The geoid height was determined by GEOID03.
 LX2144
 LX2144.The dynamic height is computed by dividing the NAVD 88
 LX2144.geopotential number by the normal gravity value computed on the
 LX2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2144.degrees latitude (g = 980.6199 gals.).
 LX2144
 LX2144.The modeled gravity was interpolated from observed gravity values.
 LX2144
 LX2144;                    North         East    Units  Estimated Accuracy
 LX2144;SPC CT       -   250,630.      347,220.      MT  (+/- 180 meters Scaled)
 LX2144
 LX2144                          SUPERSEDED SURVEY CONTROL
 LX2144
 LX2144.No superseded survey control is available for this station.
 LX2144
 LX2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM295220(NAD 83)
 LX2144_MARKER: DB = BENCH MARK DISK
 LX2144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2144_SP_SET: ABUTMENT
 LX2144_STAMPING: F 65 1984
 LX2144_MARK LOGO: NGS   
 LX2144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2144+STABILITY: POSITION/ELEVATION WELL
 LX2144
 LX2144  HISTORY     - Date     Condition        Report By
 LX2144  HISTORY     - 1984     MONUMENTED       NGS
 LX2144
 LX2144                          STATION DESCRIPTION
 LX2144
 LX2144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2144'1.9 KM (1.2 MI) WEST FROM WILLIMANTIC.
 LX2144'1.9 KM (1.2 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2144'WILLIMANTIC TO THE MARK ON THE RIGHT, IN TOP OF THE NORTH END OF THE
 LX2144'WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE RAILROAD, 7.80 METERS
 LX2144'(25.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.54 METER (1.8 FT)
 LX2144'EAST OF THE WEST END OF THE WEST ABUTMENT.
 LX2144'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2098 ***********************************************************************
 LX2098  DESIGNATION -  F 66
 LX2098  PID         -  LX2098
 LX2098  STATE/COUNTY-  CT/TOLLAND
 LX2098  USGS QUAD   -  WESTFORD (1983)
 LX2098
 LX2098                         *CURRENT SURVEY CONTROL
 LX2098  ___________________________________________________________________
 LX2098* NAD 83(1986)-  41 59 12.     (N)    072 10 14.     (W)     SCALED    
 LX2098* NAVD 88     -       282.968  (meters)     928.37   (feet)  ADJUSTED  
 LX2098  ___________________________________________________________________
 LX2098  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX2098  DYNAMIC HT  -         282.876 (meters)     928.07  (feet)  COMP
 LX2098  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 LX2098
 LX2098  VERT ORDER  -  FIRST     CLASS II
 LX2098
 LX2098.The horizontal coordinates were scaled from a topographic map and have
 LX2098.an estimated accuracy of +/- 6 seconds.
 LX2098
 LX2098.The orthometric height was determined by differential leveling
 LX2098.and adjusted by the National Geodetic Survey in June 1991..
 LX2098
 LX2098.The geoid height was determined by GEOID03.
 LX2098
 LX2098.The dynamic height is computed by dividing the NAVD 88
 LX2098.geopotential number by the normal gravity value computed on the
 LX2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2098.degrees latitude (g = 980.6199 gals.).
 LX2098
 LX2098.The modeled gravity was interpolated from observed gravity values.
 LX2098
 LX2098;                    North         East    Units  Estimated Accuracy
 LX2098;SPC CT       -   280,650.      352,820.      MT  (+/- 180 meters Scaled)
 LX2098
 LX2098                          SUPERSEDED SURVEY CONTROL
 LX2098
 LX2098.No superseded survey control is available for this station.
 LX2098
 LX2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM343521(NAD 83)
 LX2098_MARKER: DB = BENCH MARK DISK
 LX2098_SETTING: 66 = SET IN ROCK OUTCROP
 LX2098_SP_SET: ROCK OUTCROP
 LX2098_STAMPING: F 66 1984
 LX2098_MARK LOGO: NGS   
 LX2098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2098+STABILITY: POSITION/ELEVATION WELL
 LX2098
 LX2098  HISTORY     - Date     Condition        Report By
 LX2098  HISTORY     - 1984     MONUMENTED       NGS
 LX2098  HISTORY     - 20030424 GOOD             INDIV
 LX2098
 LX2098                          STATION DESCRIPTION
 LX2098
 LX2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2098'1.1 KM (0.65 MI) SW FROM UNION.
 LX2098'1.1 KM (0.65 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2098'CHURCH OF UNION IN UNION TO THE MARK ON THE RIGHT, IN TOP OF A SMALL
 LX2098'ROCK CUT, 5.49 METERS (18.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2098'HIGHWAY, 9.51 METERS (31.2 FT) SOUTHWEST OF UTILITY POLE 833.
 LX2098'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 LX2098'THE MARK IS 1.2 M ABOVE HIGHWAY.
 LX2098
 LX2098                          STATION RECOVERY (2003)
 LX2098
 LX2098'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2207 ***********************************************************************
 LX2207  DESIGNATION -  F 67
 LX2207  PID         -  LX2207
 LX2207  STATE/COUNTY-  CT/MIDDLESEX
 LX2207  USGS QUAD   -  MIDDLETOWN (1992)
 LX2207
 LX2207                         *CURRENT SURVEY CONTROL
 LX2207  ___________________________________________________________________
 LX2207* NAD 83(1986)-  41 35 51.     (N)    072 40 37.     (W)     SCALED    
 LX2207* NAVD 88     -         6.538  (meters)      21.45   (feet)  ADJUSTED  
 LX2207  ___________________________________________________________________
 LX2207  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2207  DYNAMIC HT  -           6.536 (meters)      21.44  (feet)  COMP
 LX2207  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 LX2207
 LX2207  VERT ORDER  -  FIRST     CLASS II
 LX2207
 LX2207.The horizontal coordinates were scaled from a topographic map and have
 LX2207.an estimated accuracy of +/- 6 seconds.
 LX2207
 LX2207.The orthometric height was determined by differential leveling
 LX2207.and adjusted by the National Geodetic Survey in June 1991..
 LX2207
 LX2207.The geoid height was determined by GEOID03.
 LX2207
 LX2207.The dynamic height is computed by dividing the NAVD 88
 LX2207.geopotential number by the normal gravity value computed on the
 LX2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2207.degrees latitude (g = 980.6199 gals.).
 LX2207
 LX2207.The modeled gravity was interpolated from observed gravity values.
 LX2207
 LX2207;                    North         East    Units  Estimated Accuracy
 LX2207;SPC CT       -   237,270.      310,890.      MT  (+/- 180 meters Scaled)
 LX2207
 LX2207                          SUPERSEDED SURVEY CONTROL
 LX2207
 LX2207.No superseded survey control is available for this station.
 LX2207
 LX2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM936076(NAD 83)
 LX2207_MARKER: DB = BENCH MARK DISK
 LX2207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2207_SP_SET: WINGWALL
 LX2207_STAMPING: F 67 1984
 LX2207_MARK LOGO: NGS   
 LX2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2207+STABILITY: SURFACE MOTION
 LX2207
 LX2207  HISTORY     - Date     Condition        Report By
 LX2207  HISTORY     - 1984     MONUMENTED       NGS
 LX2207  HISTORY     - 1986     GOOD             NGS
 LX2207
 LX2207                          STATION DESCRIPTION
 LX2207
 LX2207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2207'6.6 KM (4.1 MI) EAST FROM BERLIN.
 LX2207'6.6 KM (4.1 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2207'HIGHWAY 5 IN BERLIN TO THE MARK ON THE LEFT, IN TOP OF THE EAST END OF
 LX2207'THE SOUTH ABUTMENT OF A BRIDGE OVER MATTABESSET RIVER, ALSO 0.3 KM
 LX2207'(0.2 MI) NORTHWEST ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2207'MIDDLETOWN, THENCE 1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 66, THENCE
 LX2207'4.9 KM (3.05 MI) NORTH ALONG STATE HIGHWAY 72, 6.1 METERS (20.0 FT)
 LX2207'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.2 METER (0.8 FT) NORTHEAST OF
 LX2207'THE SOUTHEAST CORNER OF THE BRIDGE.
 LX2207'THE MARK IS 0.1 M BELOW HIGHWAY.
 LX2207
 LX2207                          STATION RECOVERY (1986)
 LX2207
 LX2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2187 ***********************************************************************
 LX2187  DESIGNATION -  F 68
 LX2187  PID         -  LX2187
 LX2187  STATE/COUNTY-  CT/HARTFORD
 LX2187  USGS QUAD   -  MANCHESTER (1992)
 LX2187
 LX2187                         *CURRENT SURVEY CONTROL
 LX2187  ___________________________________________________________________
 LX2187* NAD 83(1986)-  41 46 54.     (N)    072 36 45.     (W)     SCALED    
 LX2187* NAVD 88     -        17.216  (meters)      56.48   (feet)  ADJUSTED  
 LX2187  ___________________________________________________________________
 LX2187  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2187  DYNAMIC HT  -          17.211 (meters)      56.47  (feet)  COMP
 LX2187  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 LX2187
 LX2187  VERT ORDER  -  FIRST     CLASS II
 LX2187
 LX2187.The horizontal coordinates were scaled from a topographic map and have
 LX2187.an estimated accuracy of +/- 6 seconds.
 LX2187
 LX2187.The orthometric height was determined by differential leveling
 LX2187.and adjusted by the National Geodetic Survey in June 1991..
 LX2187
 LX2187.The geoid height was determined by GEOID03.
 LX2187
 LX2187.The dynamic height is computed by dividing the NAVD 88
 LX2187.geopotential number by the normal gravity value computed on the
 LX2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2187.degrees latitude (g = 980.6199 gals.).
 LX2187
 LX2187.The modeled gravity was interpolated from observed gravity values.
 LX2187
 LX2187;                    North         East    Units  Estimated Accuracy
 LX2187;SPC CT       -   257,730.      316,230.      MT  (+/- 180 meters Scaled)
 LX2187
 LX2187                          SUPERSEDED SURVEY CONTROL
 LX2187
 LX2187.No superseded survey control is available for this station.
 LX2187
 LX2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM984282(NAD 83)
 LX2187_MARKER: I = METAL ROD
 LX2187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2187_SP_SET: STAINLESS STEEL ROD
 LX2187_STAMPING: F 68 1984
 LX2187_MARK LOGO: NGS   
 LX2187_PROJECTION: FLUSH
 LX2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2187_ROD/PIPE-DEPTH: 20.6 meters
 LX2187
 LX2187  HISTORY     - Date     Condition        Report By
 LX2187  HISTORY     - 1984     MONUMENTED       NGS
 LX2187
 LX2187                          STATION DESCRIPTION
 LX2187
 LX2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2187'IN EAST HARTFORD.
 LX2187'IN EAST HARTFORD, AT THE NORTHEAST CORNER OF THE EAST HARTFORD POLICE
 LX2187'STATION, AT THE INTERSECTION OF TOLLAND AND SCHOOL STREETS, 18.59
 LX2187'MTERS (61.0 FT) SOUTH OF THE SOUTH CURB OF TOLLAND STREET, 0.73 METER
 LX2187'(2.4 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.
 LX2187'THE MARK IS 0.18 M ABOVE TOLLAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2254 ***********************************************************************
 LX2254  DESIGNATION -  F 69
 LX2254  PID         -  LX2254
 LX2254  STATE/COUNTY-  CT/MIDDLESEX
 LX2254  USGS QUAD   -  ESSEX (1977)
 LX2254
 LX2254                         *CURRENT SURVEY CONTROL
 LX2254  ___________________________________________________________________
 LX2254* NAD 83(1986)-  41 20 19.     (N)    072 23 18.     (W)     SCALED    
 LX2254* NAVD 88     -         8.238  (meters)      27.03   (feet)  ADJUSTED  
 LX2254  ___________________________________________________________________
 LX2254  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX2254  DYNAMIC HT  -           8.235 (meters)      27.02  (feet)  COMP
 LX2254  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 LX2254
 LX2254  VERT ORDER  -  FIRST     CLASS II
 LX2254
 LX2254.The horizontal coordinates were scaled from a topographic map and have
 LX2254.an estimated accuracy of +/- 6 seconds.
 LX2254
 LX2254.The orthometric height was determined by differential leveling
 LX2254.and adjusted by the National Geodetic Survey in June 1991..
 LX2254
 LX2254.The geoid height was determined by GEOID03.
 LX2254
 LX2254.The dynamic height is computed by dividing the NAVD 88
 LX2254.geopotential number by the normal gravity value computed on the
 LX2254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2254.degrees latitude (g = 980.6199 gals.).
 LX2254
 LX2254.The modeled gravity was interpolated from observed gravity values.
 LX2254
 LX2254;                    North         East    Units  Estimated Accuracy
 LX2254;SPC CT       -   208,580.      335,070.      MT  (+/- 180 meters Scaled)
 LX2254
 LX2254                          SUPERSEDED SURVEY CONTROL
 LX2254
 LX2254.No superseded survey control is available for this station.
 LX2254
 LX2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL185796(NAD 83)
 LX2254_MARKER: DB = BENCH MARK DISK
 LX2254_SETTING: 66 = SET IN ROCK OUTCROP
 LX2254_SP_SET: ROCK OUTCROP
 LX2254_STAMPING: F 69 1984
 LX2254_MARK LOGO: NGS   
 LX2254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2254+STABILITY: POSITION/ELEVATION WELL
 LX2254
 LX2254  HISTORY     - Date     Condition        Report By
 LX2254  HISTORY     - 1984     MONUMENTED       NGS
 LX2254  HISTORY     - 1989     GOOD             USPSQD
 LX2254  HISTORY     - 1991     GOOD             USPSQD
 LX2254  HISTORY     - 19940529 GOOD             USPSQD
 LX2254  HISTORY     - 19970127 GOOD             USPSQD
 LX2254  HISTORY     - 19991215 GOOD             USPSQD
 LX2254
 LX2254                          STATION DESCRIPTION
 LX2254
 LX2254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2254'4.8 KM (3.0 MI) NORTH FROM OLD SAYBROOK.
 LX2254'4.8 KM (3.0 MI) NORTH ALONG STATE HIGHWAY 154 FROM THE HIGHWAY BRIDGE
 LX2254'OVER AMTRAK RAILROAD IN OLD SAYBROOK TO THE MARK ON THE LEFT, IN A
 LX2254'ROCK OUTCROP, ALSO 2.7 KM (1.75 MI) SOUTH ALONG MIDDLESEX TURNPIKE
 LX2254'FROM THE CENTERBROOK CONGREGATIONAL CHURCH IN CENTERBROOK TO THE MARK
 LX2254'ON THE RIGHT, 8.0 METERS (26.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX2254'HIGHWAY, 26.8 METERS (88.0 FT) SOUTHEAST OF THE CENTER OF TRUEBE ROAD,
 LX2254'13.1 METERS (43.0 FT) SOUTHEAST OF POWER POLE 25.
 LX2254'THE MARK IS 0.76 METERS  NW FROM A WITNESS POST.
 LX2254'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LX2254
 LX2254                          STATION RECOVERY (1989)
 LX2254
 LX2254'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2254'RECOVERED IN GOOD CONDITION.
 LX2254
 LX2254                          STATION RECOVERY (1991)
 LX2254
 LX2254'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2254'RECOVERED IN GOOD CONDITION.
 LX2254
 LX2254                          STATION RECOVERY (1994)
 LX2254
 LX2254'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2254'RECOVERED IN GOOD CONDITION.
 LX2254
 LX2254                          STATION RECOVERY (1997)
 LX2254
 LX2254'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2254'RECOVERED IN GOOD CONDITION.
 LX2254
 LX2254                          STATION RECOVERY (1999)
 LX2254
 LX2254'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0505 ***********************************************************************
 LX0505  DESIGNATION -  F 7
 LX0505  PID         -  LX0505
 LX0505  STATE/COUNTY-  CT/HARTFORD
 LX0505  USGS QUAD   -  NEW BRITAIN (1992)
 LX0505
 LX0505                         *CURRENT SURVEY CONTROL
 LX0505  ___________________________________________________________________
 LX0505* NAD 83(1986)-  41 38 04.     (N)    072 45 58.     (W)     SCALED    
 LX0505* NAVD 88     -        16.018  (meters)      52.55   (feet)  POSTED    
 LX0505  ___________________________________________________________________
 LX0505  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0505  DYNAMIC HT  -          16.010 (meters)      52.53  (feet)  COMP
 LX0505  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX0505
 LX0505  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0505
 LX0505.The horizontal coordinates were scaled from a topographic map and have
 LX0505.an estimated accuracy of +/- 6 seconds.
 LX0505
 LX0505.The orthometric height was determined by differential leveling
 LX0505.and adjusted by the National Geodetic Survey in 1992..
 LX0505.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0505.rate of 0.0 thru 1.0 mm/km.
 LX0505
 LX0505.The geoid height was determined by GEOID03.
 LX0505
 LX0505.The dynamic height is computed by dividing the NAVD 88
 LX0505.geopotential number by the normal gravity value computed on the
 LX0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0505.degrees latitude (g = 980.6199 gals.).
 LX0505
 LX0505.The modeled gravity was interpolated from observed gravity values.
 LX0505
 LX0505;                    North         East    Units  Estimated Accuracy
 LX0505;SPC CT       -   241,370.      303,460.      MT  (+/- 180 meters Scaled)
 LX0505
 LX0505                          SUPERSEDED SURVEY CONTROL
 LX0505
 LX0505.No superseded survey control is available for this station.
 LX0505
 LX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM860116(NAD 83)
 LX0505_MARKER: Z = SEE DESCRIPTION
 LX0505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0505_SP_SET: CONCRETE POST
 LX0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0505
 LX0505  HISTORY     - Date     Condition        Report By
 LX0505  HISTORY     - UNK      MONUMENTED       CGS
 LX0505  HISTORY     - 1923     GOOD             NGS
 LX0505
 LX0505                          STATION DESCRIPTION
 LX0505
 LX0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0505'IN BERLIN.
 LX0505'CONCRETE POST 396 FT S. OF STA AT BERLIN, 20 FT E OF E RAIL AND
 LX0505'30 FT S OF BRIDGE OVER NEW BRITAIN MERIDEN HIGHWAY, 2 FT W. OF FENCE
 LX0505'LINE.  NEW HAVEN-SPRINGFIELD LINE NYNH AND H RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0506 ***********************************************************************
 LX0506  DESIGNATION -  F 7 RESET
 LX0506  PID         -  LX0506
 LX0506  STATE/COUNTY-  CT/HARTFORD
 LX0506  USGS QUAD   -  NEW BRITAIN (1992)
 LX0506
 LX0506                         *CURRENT SURVEY CONTROL
 LX0506  ___________________________________________________________________
 LX0506* NAD 83(1986)-  41 38 03.     (N)    072 45 58.     (W)     SCALED    
 LX0506* NAVD 88     -        15.582  (meters)      51.12   (feet)  ADJUSTED  
 LX0506  ___________________________________________________________________
 LX0506  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0506  DYNAMIC HT  -          15.578 (meters)      51.11  (feet)  COMP
 LX0506  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX0506
 LX0506  VERT ORDER  -  FIRST     CLASS II
 LX0506
 LX0506.The horizontal coordinates were scaled from a topographic map and have
 LX0506.an estimated accuracy of +/- 6 seconds.
 LX0506
 LX0506.The orthometric height was determined by differential leveling
 LX0506.and adjusted by the National Geodetic Survey in June 1991..
 LX0506.WARNING-Repeat measurements at this control monument indicate possible
 LX0506.vertical movement.
 LX0506
 LX0506.The geoid height was determined by GEOID03.
 LX0506
 LX0506.The dynamic height is computed by dividing the NAVD 88
 LX0506.geopotential number by the normal gravity value computed on the
 LX0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0506.degrees latitude (g = 980.6199 gals.).
 LX0506
 LX0506.The modeled gravity was interpolated from observed gravity values.
 LX0506
 LX0506;                    North         East    Units  Estimated Accuracy
 LX0506;SPC CT       -   241,340.      303,460.      MT  (+/- 180 meters Scaled)
 LX0506
 LX0506                          SUPERSEDED SURVEY CONTROL
 LX0506
 LX0506.No superseded survey control is available for this station.
 LX0506
 LX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM860115(NAD 83)
 LX0506_MARKER: DD = SURVEY DISK
 LX0506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0506_SP_SET: SEWER INLET RETAINING WALL
 LX0506_STAMPING: 52.086 F 7 RESET 1933
 LX0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0506
 LX0506  HISTORY     - Date     Condition        Report By
 LX0506  HISTORY     - 1933     MONUMENTED       CTDT
 LX0506  HISTORY     - 1967     GOOD             NGS
 LX0506  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0506  HISTORY     - 1978     GOOD             NGS
 LX0506  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0506  HISTORY     - 1988     GOOD             USPSQD
 LX0506
 LX0506                          STATION DESCRIPTION
 LX0506
 LX0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0506'AT BERLIN.
 LX0506'AT BERLIN, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0506'HARTFORD RAILROAD, ABOUT 400 FEET SOUTH OF THE STATION, SOUTHEAST
 LX0506'OF BRIDGE 25.76 OVER FARMINGTON AVENUE (THIS BRIDGE IS AT THE
 LX0506'SOUTH END OF THE EAST STATION PLATFORM), 28.8 FEET EAST OF THE
 LX0506'EAST RAIL, IN THE TOP OF A CONCRETE RETAINING WALL AROUND A
 LX0506'SEWER INLET, AND ABOUT 12 FEET LOWER THAN THE TRACK.  A STANDARD
 LX0506'DISK, STAMPED 52.086 F 7 RESET 1933.
 LX0506
 LX0506                          STATION RECOVERY (1972)
 LX0506
 LX0506'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0506'MARK NOT FOUND.
 LX0506
 LX0506                          STATION RECOVERY (1978)
 LX0506
 LX0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0506'RECOVERED IN GOOD CONDITION.
 LX0506
 LX0506                          STATION RECOVERY (1984)
 LX0506
 LX0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0506'SEARCHED FOR NOT RECOVERED.
 LX0506
 LX0506                          STATION RECOVERY (1988)
 LX0506
 LX0506'RECOVERY NOTE BY US POWER SQUADRON 1988 (JC)
 LX0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2295 ***********************************************************************
 LX2295  DESIGNATION -  F 71
 LX2295  PID         -  LX2295
 LX2295  STATE/COUNTY-  CT/FAIRFIELD
 LX2295  USGS QUAD   -  NORWALK NORTH (1975)
 LX2295
 LX2295                         *CURRENT SURVEY CONTROL
 LX2295  ___________________________________________________________________
 LX2295* NAD 83(1986)-  41 12 21.     (N)    073 28 33.     (W)     SCALED    
 LX2295* NAVD 88     -       147.095  (meters)     482.59   (feet)  ADJUSTED  
 LX2295  ___________________________________________________________________
 LX2295  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX2295  DYNAMIC HT  -         147.044 (meters)     482.43  (feet)  COMP
 LX2295  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LX2295
 LX2295  VERT ORDER  -  FIRST     CLASS II
 LX2295
 LX2295.The horizontal coordinates were scaled from a topographic map and have
 LX2295.an estimated accuracy of +/- 6 seconds.
 LX2295
 LX2295.The orthometric height was determined by differential leveling
 LX2295.and adjusted by the National Geodetic Survey in June 1991..
 LX2295
 LX2295.The geoid height was determined by GEOID03.
 LX2295
 LX2295.The dynamic height is computed by dividing the NAVD 88
 LX2295.geopotential number by the normal gravity value computed on the
 LX2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2295.degrees latitude (g = 980.6199 gals.).
 LX2295
 LX2295.The modeled gravity was interpolated from observed gravity values.
 LX2295
 LX2295;                    North         East    Units  Estimated Accuracy
 LX2295;SPC CT       -   194,030.      243,920.      MT  (+/- 180 meters Scaled)
 LX2295
 LX2295                          SUPERSEDED SURVEY CONTROL
 LX2295
 LX2295.No superseded survey control is available for this station.
 LX2295
 LX2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL277627(NAD 83)
 LX2295_MARKER: DB = BENCH MARK DISK
 LX2295_SETTING: 66 = SET IN ROCK OUTCROP
 LX2295_SP_SET: ROCK OUTCROP
 LX2295_STAMPING: F 71 1985
 LX2295_MARK LOGO: NGS   
 LX2295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2295+STABILITY: POSITION/ELEVATION WELL
 LX2295
 LX2295  HISTORY     - Date     Condition        Report By
 LX2295  HISTORY     - 1985     MONUMENTED       NGS
 LX2295
 LX2295                          STATION DESCRIPTION
 LX2295
 LX2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2295'5.0 KM (3.1 MI) NW FROM WILTON.
 LX2295'3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2295'U.S. HIGHWAY 7 IN WILTON, THENCE 1.1 KM (0.7 MI) SOUTHWEST ALONG
 LX2295'DEFOREST ROAD TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF A TWO
 LX2295'STORY WHITE HOUSE, 15.8 METERS (52.0 FT) SOUTH OF THE CENTERLINE OF
 LX2295'DEFOREST ROAD, 21.3 METERS (70.0 FT) WEST OF THE CENTER OF DEFOREST
 LX2295'LANE, 21.0 METERS (69.0 FT) NORTH-NORTHWEST OF THE FRONT DOOR OF THE
 LX2295'HOUSE.
 LX2295'THE MARK IS 1.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2270 ***********************************************************************
 LX2270  DESIGNATION -  F 72
 LX2270  PID         -  LX2270
 LX2270  STATE/COUNTY-  CT/FAIRFIELD
 LX2270  USGS QUAD   -  GLENVILLE (1971)
 LX2270
 LX2270                         *CURRENT SURVEY CONTROL
 LX2270  ___________________________________________________________________
 LX2270* NAD 83(1986)-  41 05 14.     (N)    073 39 42.     (W)     SCALED    
 LX2270* NAVD 88     -        77.338  (meters)     253.73   (feet)  ADJUSTED  
 LX2270  ___________________________________________________________________
 LX2270  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX2270  DYNAMIC HT  -          77.310 (meters)     253.64  (feet)  COMP
 LX2270  MODELED GRAV-     980,266.3   (mgal)                       NAVD 88
 LX2270
 LX2270  VERT ORDER  -  FIRST     CLASS II
 LX2270
 LX2270.The horizontal coordinates were scaled from a topographic map and have
 LX2270.an estimated accuracy of +/- 6 seconds.
 LX2270
 LX2270.The orthometric height was determined by differential leveling
 LX2270.and adjusted by the National Geodetic Survey in June 1991..
 LX2270
 LX2270.The geoid height was determined by GEOID03.
 LX2270
 LX2270.The dynamic height is computed by dividing the NAVD 88
 LX2270.geopotential number by the normal gravity value computed on the
 LX2270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2270.degrees latitude (g = 980.6199 gals.).
 LX2270
 LX2270.The modeled gravity was interpolated from observed gravity values.
 LX2270
 LX2270;                    North         East    Units  Estimated Accuracy
 LX2270;SPC CT       -   181,000.      228,200.      MT  (+/- 180 meters Scaled)
 LX2270
 LX2270                          SUPERSEDED SURVEY CONTROL
 LX2270
 LX2270.No superseded survey control is available for this station.
 LX2270
 LX2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL124493(NAD 83)
 LX2270_MARKER: DB = BENCH MARK DISK
 LX2270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2270_SP_SET: HEADWALL
 LX2270_STAMPING: F 72 1985
 LX2270_MARK LOGO: NGS   
 LX2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2270+STABILITY: SURFACE MOTION
 LX2270
 LX2270  HISTORY     - Date     Condition        Report By
 LX2270  HISTORY     - 1985     MONUMENTED       NGS
 LX2270
 LX2270                          STATION DESCRIPTION
 LX2270
 LX2270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2270'3.3 KM (2.05 MI) NE FROM RIVERSVILLE.
 LX2270'3.3 KM (2.05 MI) NORTHEAST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2270'FROM THE OVERPASS FOR RIVERSVILLE ROAD IN RIVERSVILLE TO THE MARK ON
 LX2270'THE RIGHT, IN TOP OF THE SOUTHWEST END OF A CONCRETE HEADWALL FOR A
 LX2270'CULVERT UNDER THE HIGHWAY AND OVER CONVERSE POND BROOK, 0.5 KM (0.3
 LX2270'MI) NORTHEAST OF ROUND HILL ROAD OVERPASS, 6.24 METERS (20.5 FT)
 LX2270'SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY, 0.15 METER (0.5
 LX2270'FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 LX2270'THE MARK IS 3.50 METERS  SSE FROM  A WITNESS POST
 LX2270'THE MARK IS 1.52 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2315 ***********************************************************************
 LX2315  DESIGNATION -  F 73
 LX2315  PID         -  LX2315
 LX2315  STATE/COUNTY-  CT/FAIRFIELD
 LX2315  USGS QUAD   -  BOTSFORD (1984)
 LX2315
 LX2315                         *CURRENT SURVEY CONTROL
 LX2315  ___________________________________________________________________
 LX2315* NAD 83(1986)-  41 18 27.     (N)    073 20 52.     (W)     SCALED    
 LX2315* NAVD 88     -       186.311  (meters)     611.26   (feet)  ADJUSTED  
 LX2315  ___________________________________________________________________
 LX2315  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2315  DYNAMIC HT  -         186.249 (meters)     611.05  (feet)  COMP
 LX2315  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX2315
 LX2315  VERT ORDER  -  FIRST     CLASS II
 LX2315
 LX2315.The horizontal coordinates were scaled from a topographic map and have
 LX2315.an estimated accuracy of +/- 6 seconds.
 LX2315
 LX2315.The orthometric height was determined by differential leveling
 LX2315.and adjusted by the National Geodetic Survey in June 1991..
 LX2315
 LX2315.The geoid height was determined by GEOID03.
 LX2315
 LX2315.The dynamic height is computed by dividing the NAVD 88
 LX2315.geopotential number by the normal gravity value computed on the
 LX2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2315.degrees latitude (g = 980.6199 gals.).
 LX2315
 LX2315.The modeled gravity was interpolated from observed gravity values.
 LX2315
 LX2315;                    North         East    Units  Estimated Accuracy
 LX2315;SPC CT       -   205,230.      254,740.      MT  (+/- 180 meters Scaled)
 LX2315
 LX2315                          SUPERSEDED SURVEY CONTROL
 LX2315
 LX2315.No superseded survey control is available for this station.
 LX2315
 LX2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL383742(NAD 83)
 LX2315_MARKER: DB = BENCH MARK DISK
 LX2315_SETTING: 66 = SET IN ROCK OUTCROP
 LX2315_SP_SET: ROCK OUTCROP
 LX2315_STAMPING: F 73 1985
 LX2315_MARK LOGO: NGS   
 LX2315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2315+STABILITY: POSITION/ELEVATION WELL
 LX2315
 LX2315  HISTORY     - Date     Condition        Report By
 LX2315  HISTORY     - 1985     MONUMENTED       NGS
 LX2315
 LX2315                          STATION DESCRIPTION
 LX2315
 LX2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2315'0.7 KM (0.45 MI) SOUTH FROM REDDING RIDGE.
 LX2315'0.7 KM (0.45 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2315'CROSS HIGHWAY IN REDDING RIDGE TO THE MARK ON THE RIGHT, AT THE
 LX2315'SOUTHWEST CORNER OF THE ST. PATRICK ROMAN CATHOLIC CHURCH OF REDDING
 LX2315'RIDGE, 28.8 METERS (94.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2315'5.4 METERS (18.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHURCH.
 LX2315'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2347 ***********************************************************************
 LX2347  DESIGNATION -  F 74
 LX2347  PID         -  LX2347
 LX2347  STATE/COUNTY-  CT/FAIRFIELD
 LX2347  USGS QUAD   -  BOTSFORD (1984)
 LX2347
 LX2347                         *CURRENT SURVEY CONTROL
 LX2347  ___________________________________________________________________
 LX2347* NAD 83(1986)-  41 20 13.     (N)    073 15 43.     (W)     SCALED    
 LX2347* NAVD 88     -       125.773  (meters)     412.64   (feet)  ADJUSTED  
 LX2347  ___________________________________________________________________
 LX2347  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2347  DYNAMIC HT  -         125.730 (meters)     412.50  (feet)  COMP
 LX2347  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 LX2347
 LX2347  VERT ORDER  -  FIRST     CLASS II
 LX2347
 LX2347.The horizontal coordinates were scaled from a topographic map and have
 LX2347.an estimated accuracy of +/- 6 seconds.
 LX2347
 LX2347.The orthometric height was determined by differential leveling
 LX2347.and adjusted by the National Geodetic Survey in June 1991..
 LX2347
 LX2347.The geoid height was determined by GEOID03.
 LX2347
 LX2347.The dynamic height is computed by dividing the NAVD 88
 LX2347.geopotential number by the normal gravity value computed on the
 LX2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2347.degrees latitude (g = 980.6199 gals.).
 LX2347
 LX2347.The modeled gravity was interpolated from observed gravity values.
 LX2347
 LX2347;                    North         East    Units  Estimated Accuracy
 LX2347;SPC CT       -   208,460.      261,950.      MT  (+/- 180 meters Scaled)
 LX2347
 LX2347                          SUPERSEDED SURVEY CONTROL
 LX2347
 LX2347.No superseded survey control is available for this station.
 LX2347
 LX2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL454776(NAD 83)
 LX2347_MARKER: DB = BENCH MARK DISK
 LX2347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2347_SP_SET: RETAINING WALL
 LX2347_STAMPING: F 74 1985
 LX2347_MARK LOGO: NGS   
 LX2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2347+STABILITY: SURFACE MOTION
 LX2347
 LX2347  HISTORY     - Date     Condition        Report By
 LX2347  HISTORY     - 1985     MONUMENTED       NGS
 LX2347
 LX2347                          STATION DESCRIPTION
 LX2347
 LX2347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2347'1.7 KM (1.05 MI) NW FROM UPPER STEPNEY.
 LX2347'1.7 KM (1.05 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2347'STATE HIGHWAY 59 IN UPPER STEPNEY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2347'THE SOUTH END OF THE EAST HEADWALL FOR THE CONCRETE CULVERT UNDER THE
 LX2347'HIGHWAY, 0.08 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF HILLCREST
 LX2347'AVENUE, 14.78 METERS (48.5 FT) SOUTHEAST OF THE CENTER LINE OF THE
 LX2347'HIGHWAY, 0.18 METER (0.6 FT) NORTH-NORTHEAST OF THE SOUTHEAST END OF
 LX2347'THE HEADWALL.
 LX2347'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2461 ***********************************************************************
 LX2461  DESIGNATION -  F 75
 LX2461  PID         -  LX2461
 LX2461  STATE/COUNTY-  CT/LITCHFIELD
 LX2461  USGS QUAD   -  TORRINGTON (1984)
 LX2461
 LX2461                         *CURRENT SURVEY CONTROL
 LX2461  ___________________________________________________________________
 LX2461* NAD 83(1986)-  41 45 55.     (N)    073 05 59.     (W)     SCALED    
 LX2461* NAVD 88     -       227.936  (meters)     747.82   (feet)  ADJUSTED  
 LX2461  ___________________________________________________________________
 LX2461  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2461  DYNAMIC HT  -         227.862 (meters)     747.58  (feet)  COMP
 LX2461  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX2461
 LX2461  VERT ORDER  -  FIRST     CLASS II
 LX2461
 LX2461.The horizontal coordinates were scaled from a topographic map and have
 LX2461.an estimated accuracy of +/- 6 seconds.
 LX2461
 LX2461.The orthometric height was determined by differential leveling
 LX2461.and adjusted by the National Geodetic Survey in June 1991..
 LX2461
 LX2461.The geoid height was determined by GEOID03.
 LX2461
 LX2461.The dynamic height is computed by dividing the NAVD 88
 LX2461.geopotential number by the normal gravity value computed on the
 LX2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2461.degrees latitude (g = 980.6199 gals.).
 LX2461
 LX2461.The modeled gravity was interpolated from observed gravity values.
 LX2461
 LX2461;                    North         East    Units  Estimated Accuracy
 LX2461;SPC CT       -   255,960.      275,720.      MT  (+/- 180 meters Scaled)
 LX2461
 LX2461                          SUPERSEDED SURVEY CONTROL
 LX2461
 LX2461.No superseded survey control is available for this station.
 LX2461
 LX2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM579254(NAD 83)
 LX2461_MARKER: I = METAL ROD
 LX2461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2461_SP_SET: STAINLESS STEEL ROD
 LX2461_STAMPING: F 75 1985
 LX2461_MARK LOGO: NGS   
 LX2461_PROJECTION: FLUSH
 LX2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2461_ROD/PIPE-DEPTH: 7.92 meters
 LX2461
 LX2461  HISTORY     - Date     Condition        Report By
 LX2461  HISTORY     - 1985     MONUMENTED       NGS
 LX2461
 LX2461                          STATION DESCRIPTION
 LX2461
 LX2461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2461'1.4 KM (0.85 MI) EAST FROM EAST LITCHFIELD.
 LX2461'1.4 KM (0.85 MI) EAST ALONG STATE HIGHWAY 118 FROM THE EAST END OF THE
 LX2461'HIGHWAY 118 BRIDGE OVER STATE HIGHWAY 8 IN EAST LITCHFIELD TO THE MARK
 LX2461'ON THE LEFT, 1.3 KM (0.8 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 222
 LX2461'IN HARWINTON, 9.32 METERS (30.6 FT) NORTH OF THE CENTERLINE OF THE
 LX2461'HIGHWAY, 9.14 METERS (30.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 LX2461'THE GARAGE OF HOUSE 452, 0.91 METERS (3.0 FT) NORTH OF POWER POLE 345.
 LX2461'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2461'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2461'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2686 ***********************************************************************
 LX2686  DESIGNATION -  F 76
 LX2686  PID         -  LX2686
 LX2686  STATE/COUNTY-  CT/LITCHFIELD
 LX2686  USGS QUAD   -  NEW HARTFORD (1984)
 LX2686
 LX2686                         *CURRENT SURVEY CONTROL
 LX2686  ___________________________________________________________________
 LX2686* NAD 83(1986)-  41 52 39.     (N)    072 58 15.     (W)     SCALED    
 LX2686* NAVD 88     -       114.897  (meters)     376.96   (feet)  ADJUSTED  
 LX2686  ___________________________________________________________________
 LX2686  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX2686  DYNAMIC HT  -         114.861 (meters)     376.84  (feet)  COMP
 LX2686  MODELED GRAV-     980,315.3   (mgal)                       NAVD 88
 LX2686
 LX2686  VERT ORDER  -  FIRST     CLASS II
 LX2686
 LX2686.The horizontal coordinates were scaled from a topographic map and have
 LX2686.an estimated accuracy of +/- 6 seconds.
 LX2686
 LX2686.The orthometric height was determined by differential leveling
 LX2686.and adjusted by the National Geodetic Survey in June 1991..
 LX2686
 LX2686.The geoid height was determined by GEOID03.
 LX2686
 LX2686.The dynamic height is computed by dividing the NAVD 88
 LX2686.geopotential number by the normal gravity value computed on the
 LX2686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2686.degrees latitude (g = 980.6199 gals.).
 LX2686
 LX2686.The modeled gravity was interpolated from observed gravity values.
 LX2686
 LX2686;                    North         East    Units  Estimated Accuracy
 LX2686;SPC CT       -   268,390.      286,470.      MT  (+/- 180 meters Scaled)
 LX2686
 LX2686                          SUPERSEDED SURVEY CONTROL
 LX2686
 LX2686.No superseded survey control is available for this station.
 LX2686
 LX2686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM683381(NAD 83)
 LX2686_MARKER: I = METAL ROD
 LX2686_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2686_SP_SET: STAINLESS STEEL ROD
 LX2686_STAMPING: F 76 1985
 LX2686_MARK LOGO: NGS   
 LX2686_PROJECTION: FLUSH
 LX2686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2686_ROD/PIPE-DEPTH: 4.5  meters
 LX2686
 LX2686  HISTORY     - Date     Condition        Report By
 LX2686  HISTORY     - 1985     MONUMENTED       NGS
 LX2686
 LX2686                          STATION DESCRIPTION
 LX2686
 LX2686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2686'IN PINE MEADOW.
 LX2686'IN PINE MEADOW, 0.5 KM (0.35 MI) NORTHWEST OF THE POST OFFICE, AT THE
 LX2686'JUNCTION OF U.S. HIGHWAY 44 AND WICKETT STREET, ALSO 1.0 KM (0.6 MI)
 LX2686'SOUTHEAST ALONG HIGHWAY 44 FROM THE POST OFFICE IN NEW HARTFORD,
 LX2686'11.46 METERS (37.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2686'10.66 METERS (35.0 FT) SOUTH OF THE CENTER OF WICKETT STREET,
 LX2686'0.57 METER (1.9 FT) SOUTHEAST OF A SCHOOL CROSSING SIGN.  NOTE--ACCESS
 LX2686'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2686'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 LX2686'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2526 ***********************************************************************
 LX2526  TIDAL BM    -  This is a Tidal Bench Mark.
 LX2526  DESIGNATION -  F 77
 LX2526  PID         -  LX2526
 LX2526  STATE/COUNTY-  CT/FAIRFIELD
 LX2526  USGS QUAD   -  ANSONIA (1984)
 LX2526
 LX2526                         *CURRENT SURVEY CONTROL
 LX2526  ___________________________________________________________________
 LX2526* NAD 83(1986)-  41 15 52.     (N)    073 05 39.     (W)     SCALED    
 LX2526* NAVD 88     -        19.911  (meters)      65.32   (feet)  ADJUSTED  
 LX2526  ___________________________________________________________________
 LX2526  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2526  DYNAMIC HT  -          19.904 (meters)      65.30  (feet)  COMP
 LX2526  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LX2526
 LX2526  VERT ORDER  -  FIRST     CLASS II
 LX2526
 LX2526.The horizontal coordinates were scaled from a topographic map and have
 LX2526.an estimated accuracy of +/- 6 seconds.
 LX2526
 LX2526.The orthometric height was determined by differential leveling
 LX2526.and adjusted by the National Geodetic Survey in June 1991..
 LX2526
 LX2526.This Tidal Bench Mark is designated as VM 12446
 LX2526.by the Center for Operational Oceanographic Products and Services.
 LX2526
 LX2526.The geoid height was determined by GEOID03.
 LX2526
 LX2526.The dynamic height is computed by dividing the NAVD 88
 LX2526.geopotential number by the normal gravity value computed on the
 LX2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2526.degrees latitude (g = 980.6199 gals.).
 LX2526
 LX2526.The modeled gravity was interpolated from observed gravity values.
 LX2526
 LX2526;                    North         East    Units  Estimated Accuracy
 LX2526;SPC CT       -   200,340.      275,960.      MT  (+/- 180 meters Scaled)
 LX2526
 LX2526                          SUPERSEDED SURVEY CONTROL
 LX2526
 LX2526.No superseded survey control is available for this station.
 LX2526
 LX2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL596698(NAD 83)
 LX2526_MARKER: DB = BENCH MARK DISK
 LX2526_SETTING: 66 = SET IN ROCK OUTCROP
 LX2526_SP_SET: ROCK CUT
 LX2526_STAMPING: F 77 1985
 LX2526_MARK LOGO: NGS   
 LX2526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2526+STABILITY: POSITION/ELEVATION WELL
 LX2526
 LX2526  HISTORY     - Date     Condition        Report By
 LX2526  HISTORY     - 1985     MONUMENTED       NGS
 LX2526
 LX2526                          STATION DESCRIPTION
 LX2526
 LX2526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2526'7.8 KM (4.85 MI) NORTH FROM STRATFORD.
 LX2526'7.8 KM (4.85 MI) NORTH ALONG STATE HIGHWAY 110 FROM THE OVERPASS OF
 LX2526'INTERSTATE 95 IN STRATFORD TO THE MARK ON THE LEFT, SET VERTICALLY
 LX2526'NEAR THE NORTHEAST END OF A LONG ROCK CUT, ALSO 7.2 KM (4.5 MI) SOUTH
 LX2526'ALONG STATE HIGHWAY 110 FROM THE JUNCTION OF BRIDGE STREET IN SHELTON,
 LX2526'9.14 METERS (30.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.53
 LX2526'METERS (28.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT,
 LX2526'18.68 METERS (61.3 FT) NORTHWEST AND DIRECTLY ACROSS THE HIGHWAY FROM
 LX2526'UTILITY POLE 1458.
 LX2526'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2843 ***********************************************************************
 LX2843  DESIGNATION -  F 78
 LX2843  PID         -  LX2843
 LX2843  STATE/COUNTY-  CT/NEW HAVEN
 LX2843  USGS QUAD   -  NAUGATUCK (1984)
 LX2843
 LX2843                         *CURRENT SURVEY CONTROL
 LX2843  ___________________________________________________________________
 LX2843* NAD 83(1986)-  41 27 05.     (N)    073 00 56.     (W)     SCALED    
 LX2843* NAVD 88     -       162.992  (meters)     534.75   (feet)  ADJUSTED  
 LX2843  ___________________________________________________________________
 LX2843  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2843  DYNAMIC HT  -         162.940 (meters)     534.58  (feet)  COMP
 LX2843  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 LX2843
 LX2843  VERT ORDER  -  FIRST     CLASS II
 LX2843
 LX2843.The horizontal coordinates were scaled from a topographic map and have
 LX2843.an estimated accuracy of +/- 6 seconds.
 LX2843
 LX2843.The orthometric height was determined by differential leveling
 LX2843.and adjusted by the National Geodetic Survey in June 1991..
 LX2843
 LX2843.The geoid height was determined by GEOID03.
 LX2843
 LX2843.The dynamic height is computed by dividing the NAVD 88
 LX2843.geopotential number by the normal gravity value computed on the
 LX2843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2843.degrees latitude (g = 980.6199 gals.).
 LX2843
 LX2843.The modeled gravity was interpolated from observed gravity values.
 LX2843
 LX2843;                    North         East    Units  Estimated Accuracy
 LX2843;SPC CT       -   221,070.      282,610.      MT  (+/- 180 meters Scaled)
 LX2843
 LX2843                          SUPERSEDED SURVEY CONTROL
 LX2843
 LX2843.No superseded survey control is available for this station.
 LX2843
 LX2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL657907(NAD 83)
 LX2843_MARKER: DB = BENCH MARK DISK
 LX2843_SETTING: 66 = SET IN ROCK OUTCROP
 LX2843_SP_SET: ROCK OUTCROP
 LX2843_STAMPING: F 78 1985
 LX2843_MARK LOGO: NGS   
 LX2843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2843+STABILITY: POSITION/ELEVATION WELL
 LX2843
 LX2843  HISTORY     - Date     Condition        Report By
 LX2843  HISTORY     - 1985     MONUMENTED       NGS
 LX2843  HISTORY     - 19910304 GOOD             USPSQD
 LX2843  HISTORY     - 19971018 GOOD             USPSQD
 LX2843
 LX2843                          STATION DESCRIPTION
 LX2843
 LX2843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2843'5.1 KM (3.15 MI) EAST FROM BEACON FALLS.
 LX2843'0.5 KM (0.3 MI) EAST ALONG SOUTH MAIN STREET FROM THE BEACON HOSE
 LX2843'COMPANY NUMBER 1 IN BEACON FALLS, THENCE 4.6 KM (2.85 MI) EAST ALONG
 LX2843'STATE HIGHWAY 42 TO THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP,
 LX2843'4.88 METERS (16.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 10.36
 LX2843'METERS (34.0 FT) NORTH AND ACROSS THE HIGHWAY FROM UTILITY POLE NUMBER
 LX2843'1566 E.
 LX2843'THE MARK IS 0.4 M ABOVE HIGHWAY.
 LX2843
 LX2843                          STATION RECOVERY (1991)
 LX2843
 LX2843'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2843'RECOVERED IN GOOD CONDITION.
 LX2843
 LX2843                          STATION RECOVERY (1997)
 LX2843
 LX2843'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2609 ***********************************************************************
 LX2609  DESIGNATION -  F 79
 LX2609  PID         -  LX2609
 LX2609  STATE/COUNTY-  CT/LITCHFIELD
 LX2609  USGS QUAD   -  NEW PRESTON (1984)
 LX2609
 LX2609                         *CURRENT SURVEY CONTROL
 LX2609  ___________________________________________________________________
 LX2609* NAD 83(1986)-  41 42 16.     (N)    073 17 46.     (W)     SCALED    
 LX2609* NAVD 88     -       235.000  (meters)     771.00   (feet)  ADJUSTED  
 LX2609  ___________________________________________________________________
 LX2609  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2609  DYNAMIC HT  -         234.919 (meters)     770.73  (feet)  COMP
 LX2609  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX2609
 LX2609  VERT ORDER  -  FIRST     CLASS II
 LX2609
 LX2609.The horizontal coordinates were scaled from a topographic map and have
 LX2609.an estimated accuracy of +/- 6 seconds.
 LX2609
 LX2609.The orthometric height was determined by differential leveling
 LX2609.and adjusted by the National Geodetic Survey in June 1991..
 LX2609
 LX2609.The geoid height was determined by GEOID03.
 LX2609
 LX2609.The dynamic height is computed by dividing the NAVD 88
 LX2609.geopotential number by the normal gravity value computed on the
 LX2609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2609.degrees latitude (g = 980.6199 gals.).
 LX2609
 LX2609.The modeled gravity was interpolated from observed gravity values.
 LX2609
 LX2609;                    North         East    Units  Estimated Accuracy
 LX2609;SPC CT       -   249,290.      259,350.      MT  (+/- 180 meters Scaled)
 LX2609
 LX2609                          SUPERSEDED SURVEY CONTROL
 LX2609
 LX2609.No superseded survey control is available for this station.
 LX2609
 LX2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM417183(NAD 83)
 LX2609_MARKER: DB = BENCH MARK DISK
 LX2609_SETTING: 66 = SET IN ROCK OUTCROP
 LX2609_SP_SET: ROCK OUTCROP
 LX2609_STAMPING: F 79 1985
 LX2609_MARK LOGO: NGS   
 LX2609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2609+STABILITY: POSITION/ELEVATION WELL
 LX2609
 LX2609  HISTORY     - Date     Condition        Report By
 LX2609  HISTORY     - 1985     MONUMENTED       NGS
 LX2609
 LX2609                          STATION DESCRIPTION
 LX2609
 LX2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2609'6.7 KM (4.15 MI) SW FROM BANTAM.
 LX2609'6.7 KM (4.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2609'IN BANTAM TO THE MARK ON THE LEFT, 6.7 METERS (22.0 FT) SOUTHEAST OF
 LX2609'THE CENTER LINE OF THE HIGHWAY.
 LX2609'THE MARK IS 0.76 METERS  NE FROM  A WITNESS POST
 LX2609'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2574 ***********************************************************************
 LX2574  DESIGNATION -  F 80
 LX2574  PID         -  LX2574
 LX2574  STATE/COUNTY-  CT/LITCHFIELD
 LX2574  USGS QUAD   -  WOODBURY (1984)
 LX2574
 LX2574                         *CURRENT SURVEY CONTROL
 LX2574  ___________________________________________________________________
 LX2574* NAD 83(1986)-  41 34 42.     (N)    073 14 27.     (W)     SCALED    
 LX2574* NAVD 88     -       117.555  (meters)     385.68   (feet)  ADJUSTED  
 LX2574  ___________________________________________________________________
 LX2574  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX2574  DYNAMIC HT  -         117.515 (meters)     385.55  (feet)  COMP
 LX2574  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX2574
 LX2574  VERT ORDER  -  FIRST     CLASS II
 LX2574
 LX2574.The horizontal coordinates were scaled from a topographic map and have
 LX2574.an estimated accuracy of +/- 6 seconds.
 LX2574
 LX2574.The orthometric height was determined by differential leveling
 LX2574.and adjusted by the National Geodetic Survey in June 1991..
 LX2574
 LX2574.The geoid height was determined by GEOID03.
 LX2574
 LX2574.The dynamic height is computed by dividing the NAVD 88
 LX2574.geopotential number by the normal gravity value computed on the
 LX2574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2574.degrees latitude (g = 980.6199 gals.).
 LX2574
 LX2574.The modeled gravity was interpolated from observed gravity values.
 LX2574
 LX2574;                    North         East    Units  Estimated Accuracy
 LX2574;SPC CT       -   235,260.      263,870.      MT  (+/- 180 meters Scaled)
 LX2574
 LX2574                          SUPERSEDED SURVEY CONTROL
 LX2574
 LX2574.No superseded survey control is available for this station.
 LX2574
 LX2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM466044(NAD 83)
 LX2574_MARKER: DB = BENCH MARK DISK
 LX2574_SETTING: 66 = SET IN ROCK OUTCROP
 LX2574_SP_SET: ROCK OUTCROP
 LX2574_STAMPING: F 80 1985
 LX2574_MARK LOGO: NGS   
 LX2574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2574+STABILITY: POSITION/ELEVATION WELL
 LX2574
 LX2574  HISTORY     - Date     Condition        Report By
 LX2574  HISTORY     - 1985     MONUMENTED       NGS
 LX2574
 LX2574                          STATION DESCRIPTION
 LX2574
 LX2574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2574'4.7 KM (2.9 MI) NORTH FROM WOODBURY.
 LX2574'4.7 KM (2.9 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 LX2574'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE RIGHT, AT THE JUNCTION
 LX2574'OF PETER ROAD, 7.6 METERS (25.0 FT) EAST-NORTHEAST OF THE CENTERLINE
 LX2574'OF THE HIGHWAY, 20.7 METERS (68.0 FT) SOUTHEAST OF THE EXTENDED CENTER
 LX2574'OF PETER ROAD, 15.6 METERS (51.2 FT) EAST-NORTHEAST AND ACROSS THE
 LX2574'HIGHWAY FROM GUY POLE W61S, 8.3 METERS (27.5 FT) SOUTH OF POWER POLE
 LX2574'W61.
 LX2574'THE MARK IS 0.45 METERS  SW FROM  A WITNESS POST
 LX2574'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2396 ***********************************************************************
 LX2396  DESIGNATION -  F 81
 LX2396  PID         -  LX2396
 LX2396  STATE/COUNTY-  CT/NEW HAVEN
 LX2396  USGS QUAD   -  SOUTHBURY (1984)
 LX2396
 LX2396                         *CURRENT SURVEY CONTROL
 LX2396  ___________________________________________________________________
 LX2396* NAD 83(1986)-  41 29 36.     (N)    073 09 43.     (W)     SCALED    
 LX2396* NAVD 88     -       180.230  (meters)     591.30   (feet)  ADJUSTED  
 LX2396  ___________________________________________________________________
 LX2396  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2396  DYNAMIC HT  -         180.169 (meters)     591.10  (feet)  COMP
 LX2396  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX2396
 LX2396  VERT ORDER  -  FIRST     CLASS II
 LX2396
 LX2396.The horizontal coordinates were scaled from a topographic map and have
 LX2396.an estimated accuracy of +/- 6 seconds.
 LX2396
 LX2396.The orthometric height was determined by differential leveling
 LX2396.and adjusted by the National Geodetic Survey in June 1991..
 LX2396
 LX2396.The geoid height was determined by GEOID03.
 LX2396
 LX2396.The dynamic height is computed by dividing the NAVD 88
 LX2396.geopotential number by the normal gravity value computed on the
 LX2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2396.degrees latitude (g = 980.6199 gals.).
 LX2396
 LX2396.The modeled gravity was interpolated from observed gravity values.
 LX2396
 LX2396;                    North         East    Units  Estimated Accuracy
 LX2396;SPC CT       -   225,780.      270,400.      MT  (+/- 180 meters Scaled)
 LX2396
 LX2396                          SUPERSEDED SURVEY CONTROL
 LX2396
 LX2396.No superseded survey control is available for this station.
 LX2396
 LX2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL534951(NAD 83)
 LX2396_MARKER: DB = BENCH MARK DISK
 LX2396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2396_SP_SET: BRIDGE ABUTMENT
 LX2396_STAMPING: F 81 1985
 LX2396_MARK LOGO: NGS   
 LX2396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2396
 LX2396  HISTORY     - Date     Condition        Report By
 LX2396  HISTORY     - 1985     MONUMENTED       NGS
 LX2396  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 LX2396
 LX2396                          STATION DESCRIPTION
 LX2396
 LX2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2396'1.1 KM (0.7 MI) NE FROM SOUTHBURY.
 LX2396'1.1 KM (0.7 MI) NORTHEAST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD
 LX2396'OVERPASS IN SOUTHBURY TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2396'NORTHEAST END OF THE WALKWAY (ALSO ABUTMENT) OF HIGHWAY BRIDGE OVER
 LX2396'STATE HIGHWAY 188 AT EXIT 16, 0.27 METER (0.9 FT) SOUTH OF THE CURB OF
 LX2396'THE HIGHWAY, 19.57 METERS (64.2 FT) WEST OF HIGHWAY SIGN (EXIT 16-188
 LX2396'MIDDLEBURY-SOUTHFORD), 3.9 METERS (12.8 FT) WEST OF THE EAST END OF
 LX2396'THE BRIDGE.
 LX2396'THE MARK IS 0.21 M ABOVE HIGHWAY.
 LX2396
 LX2396                          STATION RECOVERY (1997)
 LX2396
 LX2396'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2823 ***********************************************************************
 LX2823  DESIGNATION -  F 82
 LX2823  PID         -  LX2823
 LX2823  STATE/COUNTY-  CT/MIDDLESEX
 LX2823  USGS QUAD   -  DURHAM (1984)
 LX2823
 LX2823                         *CURRENT SURVEY CONTROL
 LX2823  ___________________________________________________________________
 LX2823* NAD 83(1986)-  41 26 42.     (N)    072 39 44.     (W)     SCALED    
 LX2823* NAVD 88     -       118.523  (meters)     388.85   (feet)  ADJUSTED  
 LX2823  ___________________________________________________________________
 LX2823  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2823  DYNAMIC HT  -         118.484 (meters)     388.73  (feet)  COMP
 LX2823  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX2823
 LX2823  VERT ORDER  -  FIRST     CLASS II
 LX2823
 LX2823.The horizontal coordinates were scaled from a topographic map and have
 LX2823.an estimated accuracy of +/- 6 seconds.
 LX2823
 LX2823.The orthometric height was determined by differential leveling
 LX2823.and adjusted by the National Geodetic Survey in June 1991..
 LX2823
 LX2823.The geoid height was determined by GEOID03.
 LX2823
 LX2823.The dynamic height is computed by dividing the NAVD 88
 LX2823.geopotential number by the normal gravity value computed on the
 LX2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2823.degrees latitude (g = 980.6199 gals.).
 LX2823
 LX2823.The modeled gravity was interpolated from observed gravity values.
 LX2823
 LX2823;                    North         East    Units  Estimated Accuracy
 LX2823;SPC CT       -   220,330.      312,140.      MT  (+/- 180 meters Scaled)
 LX2823
 LX2823                          SUPERSEDED SURVEY CONTROL
 LX2823
 LX2823.No superseded survey control is available for this station.
 LX2823
 LX2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL952907(NAD 83)
 LX2823_MARKER: DB = BENCH MARK DISK
 LX2823_SETTING: 66 = SET IN ROCK OUTCROP
 LX2823_SP_SET: ROCK CUT
 LX2823_STAMPING: F 82 1985
 LX2823_MARK LOGO: NGS   
 LX2823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2823+STABILITY: POSITION/ELEVATION WELL
 LX2823
 LX2823  HISTORY     - Date     Condition        Report By
 LX2823  HISTORY     - 1985     MONUMENTED       NGS
 LX2823
 LX2823                          STATION DESCRIPTION
 LX2823
 LX2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2823'4.1 KM (2.55 MI) SOUTH FROM DURHAM.
 LX2823'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2823'STATE HIGHWAY 68 IN DURHAM, THENCE 2.7 KM (1.7 MI) SOUTH ALONG STATE
 LX2823'HIGHWAY 79 TO THE MARK ON THE LEFT, 0.1 KM (0.05 MI) NORTHEAST OF THE
 LX2823'JUNCTION OF PISGAH ROAD, 5.49 METERS (18.0 FT) NORTHEAST OF THE
 LX2823'CENTERLINE OF THE HIGHWAY, 23.16 METERS (76.0 FT) NORTHWEST OF UTILITY
 LX2823'POLE 6362 7, 0.30 METER (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LX2823'ROCK CUT.
 LX2823'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2788 ***********************************************************************
 LX2788  DESIGNATION -  F 83
 LX2788  PID         -  LX2788
 LX2788  STATE/COUNTY-  CT/HARTFORD
 LX2788  USGS QUAD   -  BRISTOL (1984)
 LX2788
 LX2788                         *CURRENT SURVEY CONTROL
 LX2788  ___________________________________________________________________
 LX2788* NAD 83(1986)-  41 41 56.     (N)    072 53 46.     (W)     SCALED    
 LX2788* NAVD 88     -       102.681  (meters)     336.88   (feet)  ADJUSTED  
 LX2788  ___________________________________________________________________
 LX2788  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2788  DYNAMIC HT  -         102.651 (meters)     336.78  (feet)  COMP
 LX2788  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 LX2788
 LX2788  VERT ORDER  -  FIRST     CLASS II
 LX2788
 LX2788.The horizontal coordinates were scaled from a topographic map and have
 LX2788.an estimated accuracy of +/- 6 seconds.
 LX2788
 LX2788.The orthometric height was determined by differential leveling
 LX2788.and adjusted by the National Geodetic Survey in June 1991..
 LX2788
 LX2788.The geoid height was determined by GEOID03.
 LX2788
 LX2788.The dynamic height is computed by dividing the NAVD 88
 LX2788.geopotential number by the normal gravity value computed on the
 LX2788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2788.degrees latitude (g = 980.6199 gals.).
 LX2788
 LX2788.The modeled gravity was interpolated from observed gravity values.
 LX2788
 LX2788;                    North         East    Units  Estimated Accuracy
 LX2788;SPC CT       -   248,540.      292,640.      MT  (+/- 180 meters Scaled)
 LX2788
 LX2788                          SUPERSEDED SURVEY CONTROL
 LX2788
 LX2788.No superseded survey control is available for this station.
 LX2788
 LX2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM750184(NAD 83)
 LX2788_MARKER: I = METAL ROD
 LX2788_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2788+WITH SETTING: INFORMATION.
 LX2788_SP_SET: SHALLOW-SET METAL ROD
 LX2788_STAMPING: F 83 1985
 LX2788_MARK LOGO: NGS   
 LX2788_PROJECTION: FLUSH
 LX2788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2788_ROD/PIPE-DEPTH: 2.9  meters
 LX2788
 LX2788  HISTORY     - Date     Condition        Report By
 LX2788  HISTORY     - 1985     MONUMENTED       NGS
 LX2788
 LX2788                          STATION DESCRIPTION
 LX2788
 LX2788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2788'1.7 KM (1.05 MI) WEST FROM FARMINGTON.
 LX2788'1.7 KM(1.05 MI) WEST ALONG U.S. HIGHWAY 6 (SCOTT SWAMP ROAD) FROM THE
 LX2788'INTERSECTION OF STATE HIGHWAY 177 (PLAINVILLE AVENUE) IN FARMINGTON TO
 LX2788'THE MARK ON THE RIGHT AT A WOODEN SIGN, WELCOME TO BRISTOL,
 LX2788'CONNECTICUT, AND LISTING SEVERAL CIVIC ORGANIZATIONS, ALSO 4.8 KM
 LX2788'(3.0 MI) EAST ALONG U.S. HIGHWAY 6 (FARMINGTON AVENUE) FROM THE
 LX2788'JUNCTION OF STATE HIGHWAY 69 SOUTH IN BRISTOL.  7.07 METERS (23.2 FT)
 LX2788'NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.57 METERS (15.0 FT) EAST OF
 LX2788'AN 18-INCH MAPLE TREE, 1.31 METERS (4.3 FT) NORTH OF HIGHWAY CURB AND
 LX2788'1.13 METERS (3.7 FT) SOUTH OF SOUTH LEG OF SIGN.  NOTE--ACCESS TO
 LX2788'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2788'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2641 ***********************************************************************
 LX2641  DESIGNATION -  F 84
 LX2641  PID         -  LX2641
 LX2641  STATE/COUNTY-  CT/MIDDLESEX
 LX2641  USGS QUAD   -  HADDAM (1971)
 LX2641
 LX2641                         *CURRENT SURVEY CONTROL
 LX2641  ___________________________________________________________________
 LX2641* NAD 83(1986)-  41 23 47.     (N)    072 30 07.     (W)     SCALED    
 LX2641* NAVD 88     -        75.606  (meters)     248.05   (feet)  ADJUSTED  
 LX2641  ___________________________________________________________________
 LX2641  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX2641  DYNAMIC HT  -          75.580 (meters)     247.97  (feet)  COMP
 LX2641  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 LX2641
 LX2641  VERT ORDER  -  FIRST     CLASS II
 LX2641
 LX2641.The horizontal coordinates were scaled from a topographic map and have
 LX2641.an estimated accuracy of +/- 6 seconds.
 LX2641
 LX2641.The orthometric height was determined by differential leveling
 LX2641.and adjusted by the National Geodetic Survey in June 1991..
 LX2641
 LX2641.The geoid height was determined by GEOID03.
 LX2641
 LX2641.The dynamic height is computed by dividing the NAVD 88
 LX2641.geopotential number by the normal gravity value computed on the
 LX2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2641.degrees latitude (g = 980.6199 gals.).
 LX2641
 LX2641.The modeled gravity was interpolated from observed gravity values.
 LX2641
 LX2641;                    North         East    Units  Estimated Accuracy
 LX2641;SPC CT       -   214,960.      325,550.      MT  (+/- 180 meters Scaled)
 LX2641
 LX2641                          SUPERSEDED SURVEY CONTROL
 LX2641
 LX2641.No superseded survey control is available for this station.
 LX2641
 LX2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL088857(NAD 83)
 LX2641_MARKER: DB = BENCH MARK DISK
 LX2641_SETTING: 66 = SET IN ROCK OUTCROP
 LX2641_SP_SET: BEDROCK
 LX2641_STAMPING: F 84 1985
 LX2641_MARK LOGO: NGS   
 LX2641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2641+STABILITY: POSITION/ELEVATION WELL
 LX2641
 LX2641  HISTORY     - Date     Condition        Report By
 LX2641  HISTORY     - 1985     MONUMENTED       NGS
 LX2641  HISTORY     - 19950618 GOOD             USPSQD
 LX2641
 LX2641                          STATION DESCRIPTION
 LX2641
 LX2641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2641'4.7 KM (2.9 MI) WEST FROM CHESTER.
 LX2641'4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2641'NORTH MAIN STREET IN CHESTER TO THE JUNCTION OF STATE HIGHWAY 145 AND
 LX2641'THE MARK ON THE RIGHT, 5.8 METERS (19.2 FT) NORTH OF THE CENTERLINE OF
 LX2641'HIGHWAY 148, 4.0 METERS (13.0 FT) WEST OF THE EXTENDED CENTERLINE OF
 LX2641'HIGHWAY 145, 7.4 METERS (24.3 FT) EAST OF GUY POLE 859-S.
 LX2641'THE MARK IS 1.1 METERS  W FROM  A WITNESS POST
 LX2641'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2641
 LX2641                          STATION RECOVERY (1995)
 LX2641
 LX2641'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3000 ***********************************************************************
 LX3000  DESIGNATION -  F 85
 LX3000  PID         -  LX3000
 LX3000  STATE/COUNTY-  CT/WINDHAM
 LX3000  USGS QUAD   -  WESTFORD (1983)
 LX3000
 LX3000                         *CURRENT SURVEY CONTROL
 LX3000  ___________________________________________________________________
 LX3000* NAD 83(1986)-  41 56 20.     (N)    072 11 31.     (W)     SCALED    
 LX3000* NAVD 88     -       264.303  (meters)     867.13   (feet)  ADJUSTED  
 LX3000  ___________________________________________________________________
 LX3000  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX3000  DYNAMIC HT  -         264.216 (meters)     866.85  (feet)  COMP
 LX3000  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 LX3000
 LX3000  VERT ORDER  -  FIRST     CLASS II
 LX3000
 LX3000.The horizontal coordinates were scaled from a topographic map and have
 LX3000.an estimated accuracy of +/- 6 seconds.
 LX3000
 LX3000.The orthometric height was determined by differential leveling
 LX3000.and adjusted by the National Geodetic Survey in June 1991..
 LX3000
 LX3000.The geoid height was determined by GEOID03.
 LX3000
 LX3000.The dynamic height is computed by dividing the NAVD 88
 LX3000.geopotential number by the normal gravity value computed on the
 LX3000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3000.degrees latitude (g = 980.6199 gals.).
 LX3000
 LX3000.The modeled gravity was interpolated from observed gravity values.
 LX3000
 LX3000;                    North         East    Units  Estimated Accuracy
 LX3000;SPC CT       -   275,340.      351,080.      MT  (+/- 180 meters Scaled)
 LX3000
 LX3000                          SUPERSEDED SURVEY CONTROL
 LX3000
 LX3000.No superseded survey control is available for this station.
 LX3000
 LX3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327468(NAD 83)
 LX3000_MARKER: DB = BENCH MARK DISK
 LX3000_SETTING: 66 = SET IN ROCK OUTCROP
 LX3000_SP_SET: BEDROCK
 LX3000_STAMPING: F 85 1986
 LX3000_MARK LOGO: NGS   
 LX3000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3000+STABILITY: POSITION/ELEVATION WELL
 LX3000
 LX3000  HISTORY     - Date     Condition        Report By
 LX3000  HISTORY     - 1986     MONUMENTED       NGS
 LX3000  HISTORY     - 20030927 GOOD             INDIV
 LX3000
 LX3000                          STATION DESCRIPTION
 LX3000
 LX3000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3000'9.3 KM (5.75 MI) WEST FROM UNION.
 LX3000'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX3000'CHURCH OF UNION IN UNION, THENCE 4.59 KM (2.85 MI) SOUTH ALONG STATE
 LX3000'HIGHWAY 89 TO THE MARK ON THE LEFT.  IT IS 8.29 METERS (27.2 FT) EAST
 LX3000'OF THE CENTERLINE OF HIGHWAY, 24.26 METERS (79.6 FT) WEST OF THE
 LX3000'SOUTHWEST CORNER OF A BROWN 1 STORY HOUSE WITH A GARAGE ATTACHED AND
 LX3000'12.44 METERS (40.8 FT) SOUTHWEST OF THE CENTER OF A MASONARY WATER
 LX3000'FOUNTAIN.
 LX3000'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3000
 LX3000                          STATION RECOVERY (2003)
 LX3000
 LX3000'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2914 ***********************************************************************
 LX2914  DESIGNATION -  F 86
 LX2914  PID         -  LX2914
 LX2914  STATE/COUNTY-  CT/TOLLAND
 LX2914  USGS QUAD   -  COVENTRY (1983)
 LX2914
 LX2914                         *CURRENT SURVEY CONTROL
 LX2914  ___________________________________________________________________
 LX2914* NAD 83(1986)-  41 52 29.     (N)    072 22 27.     (W)     SCALED    
 LX2914* NAVD 88     -       207.133  (meters)     679.57   (feet)  ADJUSTED  
 LX2914  ___________________________________________________________________
 LX2914  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2914  DYNAMIC HT  -         207.064 (meters)     679.34  (feet)  COMP
 LX2914  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 LX2914
 LX2914  VERT ORDER  -  FIRST     CLASS II
 LX2914
 LX2914.The horizontal coordinates were scaled from a topographic map and have
 LX2914.an estimated accuracy of +/- 6 seconds.
 LX2914
 LX2914.The orthometric height was determined by differential leveling
 LX2914.and adjusted by the National Geodetic Survey in June 1991..
 LX2914
 LX2914.The geoid height was determined by GEOID03.
 LX2914
 LX2914.The dynamic height is computed by dividing the NAVD 88
 LX2914.geopotential number by the normal gravity value computed on the
 LX2914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2914.degrees latitude (g = 980.6199 gals.).
 LX2914
 LX2914.The modeled gravity was interpolated from observed gravity values.
 LX2914
 LX2914;                    North         East    Units  Estimated Accuracy
 LX2914;SPC CT       -   268,130.      336,000.      MT  (+/- 180 meters Scaled)
 LX2914
 LX2914                          SUPERSEDED SURVEY CONTROL
 LX2914
 LX2914.No superseded survey control is available for this station.
 LX2914
 LX2914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM179392(NAD 83)
 LX2914_MARKER: DB = BENCH MARK DISK
 LX2914_SETTING: 66 = SET IN ROCK OUTCROP
 LX2914_SP_SET: BEDROCK
 LX2914_STAMPING: F 86 1986
 LX2914_MARK LOGO: NGS   
 LX2914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2914+STABILITY: POSITION/ELEVATION WELL
 LX2914
 LX2914  HISTORY     - Date     Condition        Report By
 LX2914  HISTORY     - 1986     MONUMENTED       NGS
 LX2914  HISTORY     - 19950826 GOOD             USPSQD
 LX2914
 LX2914                          STATION DESCRIPTION
 LX2914
 LX2914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2914'0.2 KM (0.1 MI) WEST FROM TOLLAND.
 LX2914'0.20 KM (0.15 MI) WEST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE IN
 LX2914'TOLLAND TO THE MARK ON THE RIGHT.  IT IS 9.39 METERS (30.8 FT)
 LX2914'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 34.23 METERS (112.3 FT)
 LX2914'SOUTHEAST OF SNET POLE NO. 184 AND 5.79 METERS (19.0 FT) NORTH OF SNET
 LX2914'POLE NO. 185 WITH A STREET LIGHT AND ONE GUY WIRE.
 LX2914'THE MARK IS 0.24 METERS  N FROM  A WITNESS POST
 LX2914'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX2914
 LX2914                          STATION RECOVERY (1995)
 LX2914
 LX2914'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2966 ***********************************************************************
 LX2966  DESIGNATION -  F 87
 LX2966  PID         -  LX2966
 LX2966  STATE/COUNTY-  CT/TOLLAND
 LX2966  USGS QUAD   -  COVENTRY (1983)
 LX2966
 LX2966                         *CURRENT SURVEY CONTROL
 LX2966  ___________________________________________________________________
 LX2966* NAD 83(1986)-  41 47 57.     (N)    072 18 46.     (W)     SCALED    
 LX2966* NAVD 88     -        91.421  (meters)     299.94   (feet)  ADJUSTED  
 LX2966  ___________________________________________________________________
 LX2966  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2966  DYNAMIC HT  -          91.389 (meters)     299.83  (feet)  COMP
 LX2966  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LX2966
 LX2966  VERT ORDER  -  FIRST     CLASS II
 LX2966
 LX2966.The horizontal coordinates were scaled from a topographic map and have
 LX2966.an estimated accuracy of +/- 6 seconds.
 LX2966
 LX2966.The orthometric height was determined by differential leveling
 LX2966.and adjusted by the National Geodetic Survey in June 1991..
 LX2966
 LX2966.The geoid height was determined by GEOID03.
 LX2966
 LX2966.The dynamic height is computed by dividing the NAVD 88
 LX2966.geopotential number by the normal gravity value computed on the
 LX2966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2966.degrees latitude (g = 980.6199 gals.).
 LX2966
 LX2966.The modeled gravity was interpolated from observed gravity values.
 LX2966
 LX2966;                    North         East    Units  Estimated Accuracy
 LX2966;SPC CT       -   259,760.      341,140.      MT  (+/- 180 meters Scaled)
 LX2966
 LX2966                          SUPERSEDED SURVEY CONTROL
 LX2966
 LX2966.No superseded survey control is available for this station.
 LX2966
 LX2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM232309(NAD 83)
 LX2966_MARKER: DB = BENCH MARK DISK
 LX2966_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2966_SP_SET: BRIDGE ABUTMENT
 LX2966_STAMPING: F 87 1986
 LX2966_MARK LOGO: NGS   
 LX2966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2966
 LX2966  HISTORY     - Date     Condition        Report By
 LX2966  HISTORY     - 1986     MONUMENTED       NGS
 LX2966
 LX2966                          STATION DESCRIPTION
 LX2966
 LX2966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2966'0.4 KM (0.25 MI) SW FROM MANSFIELD DEPOT.
 LX2966'0.4 KM (0.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2966'IN MANSIELD DEPOT TO THE MARK ON THE RIGHT IN TOP OF THE NORTH END OF
 LX2966'THE WEST ABUTMENT OF THE BRIDGE OVER THE WILLIMANTIC RIVER.  IT IS
 LX2966'5.49 METERS (18.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.18
 LX2966'METERS (0.6 FT) WEST OF THE EAST EDGE OF THE ABUTMENT.
 LX2966'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1787 ***********************************************************************
 LW1787  DESIGNATION -  F 88
 LW1787  PID         -  LW1787
 LW1787  STATE/COUNTY-  CT/WINDHAM
 LW1787  USGS QUAD   -  PUTNAM (1970)
 LW1787
 LW1787                         *CURRENT SURVEY CONTROL
 LW1787  ___________________________________________________________________
 LW1787* NAD 83(1986)-  41 57 23.     (N)    071 52 53.     (W)     SCALED    
 LW1787* NAVD 88     -       103.520  (meters)     339.63   (feet)  ADJUSTED  
 LW1787  ___________________________________________________________________
 LW1787  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LW1787  DYNAMIC HT  -         103.487 (meters)     339.52  (feet)  COMP
 LW1787  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LW1787
 LW1787  VERT ORDER  -  FIRST     CLASS II
 LW1787
 LW1787.The horizontal coordinates were scaled from a topographic map and have
 LW1787.an estimated accuracy of +/- 6 seconds.
 LW1787
 LW1787.The orthometric height was determined by differential leveling
 LW1787.and adjusted by the National Geodetic Survey in June 1991..
 LW1787
 LW1787.The geoid height was determined by GEOID03.
 LW1787
 LW1787.The dynamic height is computed by dividing the NAVD 88
 LW1787.geopotential number by the normal gravity value computed on the
 LW1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1787.degrees latitude (g = 980.6199 gals.).
 LW1787
 LW1787.The modeled gravity was interpolated from observed gravity values.
 LW1787
 LW1787;                    North         East    Units  Estimated Accuracy
 LW1787;SPC CT       -   277,490.      376,810.      MT  (+/- 180 meters Scaled)
 LW1787
 LW1787                          SUPERSEDED SURVEY CONTROL
 LW1787
 LW1787.No superseded survey control is available for this station.
 LW1787
 LW1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG611489(NAD 83)
 LW1787_MARKER: DB = BENCH MARK DISK
 LW1787_SETTING: 66 = SET IN ROCK OUTCROP
 LW1787_SP_SET: ROCK OUTCROP
 LW1787_STAMPING: F 88 1986
 LW1787_MARK LOGO: NGS   
 LW1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1787+STABILITY: POSITION/ELEVATION WELL
 LW1787
 LW1787  HISTORY     - Date     Condition        Report By
 LW1787  HISTORY     - 1986     MONUMENTED       NGS
 LW1787  HISTORY     - 19961207 GOOD             USPSQD
 LW1787
 LW1787                          STATION DESCRIPTION
 LW1787
 LW1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1787'5.6 KM (3.5 MI) NORTH FROM PUTNAM.
 LW1787'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF MAIN
 LW1787'STREET IN PUTNAM, THENCE 4.4 KM (2.75 MI) NORTH ALONG STATE HIGHWAY
 LW1787'12 TO A POINT WHERE STATE HIGHWAY 12 MAKES A SHARP LEFT AND THE MARK
 LW1787'ON THE RIGHT.  ALSO 1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 12 FROM
 LW1787'THE JUNCTION OF STATE HIGHWAY 200 IN GROSVENOR DALE.  IT IS 13.87
 LW1787'METERS (45.5 FT) NORTHEAST OF THE CENTER MEDIAN OF THE ENTRANCE AND
 LW1787'EXIT RAMP FOR INTERSTATE HIGHWAY 395 AND 4.30 METERS (14.1 FT) EAST OF
 LW1787'UTILITY POLE NO. 2395.
 LW1787'THE MARK IS 0.35 METERS  SE FROM  A WITNESS POST
 LW1787'THE MARK IS 1.5 M ABOVE HIGHWAY.
 LW1787
 LW1787                          STATION RECOVERY (1996)
 LW1787
 LW1787'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1820 ***********************************************************************
 LW1820  DESIGNATION -  F 89
 LW1820  PID         -  LW1820
 LW1820  STATE/COUNTY-  CT/NEW LONDON
 LW1820  USGS QUAD   -  VOLUNTOWN (1975)
 LW1820
 LW1820                         *CURRENT SURVEY CONTROL
 LW1820  ___________________________________________________________________
 LW1820* NAD 83(1986)-  41 35 32.     (N)    071 51 18.     (W)     SCALED    
 LW1820* NAVD 88     -       103.472  (meters)     339.47   (feet)  ADJUSTED  
 LW1820  ___________________________________________________________________
 LW1820  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LW1820  DYNAMIC HT  -         103.434 (meters)     339.35  (feet)  COMP
 LW1820  MODELED GRAV-     980,255.4   (mgal)                       NAVD 88
 LW1820
 LW1820  VERT ORDER  -  FIRST     CLASS II
 LW1820
 LW1820.The horizontal coordinates were scaled from a topographic map and have
 LW1820.an estimated accuracy of +/- 6 seconds.
 LW1820
 LW1820.The orthometric height was determined by differential leveling
 LW1820.and adjusted by the National Geodetic Survey in June 1991..
 LW1820
 LW1820.The geoid height was determined by GEOID03.
 LW1820
 LW1820.The dynamic height is computed by dividing the NAVD 88
 LW1820.geopotential number by the normal gravity value computed on the
 LW1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1820.degrees latitude (g = 980.6199 gals.).
 LW1820
 LW1820.The modeled gravity was interpolated from observed gravity values.
 LW1820
 LW1820;                    North         East    Units  Estimated Accuracy
 LW1820;SPC CT       -   237,070.      379,420.      MT  (+/- 180 meters Scaled)
 LW1820
 LW1820                          SUPERSEDED SURVEY CONTROL
 LW1820
 LW1820.No superseded survey control is available for this station.
 LW1820
 LW1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG620084(NAD 83)
 LW1820_MARKER: DB = BENCH MARK DISK
 LW1820_SETTING: 66 = SET IN ROCK OUTCROP
 LW1820_SP_SET: ROCK OUTCROP
 LW1820_STAMPING: F 89 1986
 LW1820_MARK LOGO: NGS   
 LW1820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1820+STABILITY: POSITION/ELEVATION WELL
 LW1820
 LW1820  HISTORY     - Date     Condition        Report By
 LW1820  HISTORY     - 1986     MONUMENTED       NGS
 LW1820
 LW1820                          STATION DESCRIPTION
 LW1820
 LW1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1820'1.9 KM (1.2 MI) NORTH FROM VOLUNTOWN.
 LW1820'1.9 KM (1.15 MI) NORTH ALONG STATE HIGHWAY 49 FROM THE JUNCTION OF
 LW1820'STATE HIGHWAYS 138 AND 165 IN VOLUNTOWN TO THE MARK ON THE RIGHT IN
 LW1820'TOP OF EXPOSED ROCK OUTCROP ON A 3 FOOT BANK FLUSH WITH THE GROUND
 LW1820'AND BETWEEN UTILITY POLES NO. 920 AND 921. IT IS 7.92 METERS (26.0 FT)
 LW1820'EAST OF THE CENTERLINE OF THE HIGHWAY.
 LW1820'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LW1820'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0006 ***********************************************************************
 LX0006  DESIGNATION -  F 9
 LX0006  PID         -  LX0006
 LX0006  STATE/COUNTY-  CT/TOLLAND
 LX0006  USGS QUAD   -  COLUMBIA (1984)
 LX0006
 LX0006                         *CURRENT SURVEY CONTROL
 LX0006  ___________________________________________________________________
 LX0006* NAD 83(1986)-  41 44 18.     (N)    072 22 27.     (W)     SCALED    
 LX0006* NAVD 88     -       106.614  (meters)     349.78   (feet)  ADJUSTED  
 LX0006  ___________________________________________________________________
 LX0006  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX0006  DYNAMIC HT  -         106.577 (meters)     349.66  (feet)  COMP
 LX0006  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LX0006
 LX0006  VERT ORDER  -  FIRST     CLASS II
 LX0006
 LX0006.The horizontal coordinates were scaled from a topographic map and have
 LX0006.an estimated accuracy of +/- 6 seconds.
 LX0006
 LX0006.The orthometric height was determined by differential leveling
 LX0006.and adjusted by the National Geodetic Survey in June 1991..
 LX0006
 LX0006.The geoid height was determined by GEOID03.
 LX0006
 LX0006.The dynamic height is computed by dividing the NAVD 88
 LX0006.geopotential number by the normal gravity value computed on the
 LX0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0006.degrees latitude (g = 980.6199 gals.).
 LX0006
 LX0006.The modeled gravity was interpolated from observed gravity values.
 LX0006
 LX0006;                    North         East    Units  Estimated Accuracy
 LX0006;SPC CT       -   252,980.      336,070.      MT  (+/- 180 meters Scaled)
 LX0006
 LX0006                          SUPERSEDED SURVEY CONTROL
 LX0006
 LX0006  NGVD 29 (??/??/92)  106.858  (m)          350.58   (f) ADJ UNCH    1 2
 LX0006
 LX0006.Superseded values are not recommended for survey control.
 LX0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0006.See file dsdata.txt to determine how the superseded data were derived.
 LX0006
 LX0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM183240(NAD 83)
 LX0006_MARKER: DB = BENCH MARK DISK
 LX0006_SETTING: 66 = SET IN ROCK OUTCROP
 LX0006_SP_SET: ROCK LEDGE
 LX0006_STAMPING: ELEV 350.583 FT F 9 1923
 LX0006_MARK LOGO: CGS   
 LX0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0006+STABILITY: POSITION/ELEVATION WELL
 LX0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0006+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 LX0006
 LX0006  HISTORY     - Date     Condition        Report By
 LX0006  HISTORY     - 1923     MONUMENTED       CGS
 LX0006  HISTORY     - 1951     GOOD             NGS
 LX0006  HISTORY     - 1972     GOOD             CTGS
 LX0006  HISTORY     - 1984     GOOD             USPSQD
 LX0006  HISTORY     - 1984     GOOD             NGS
 LX0006  HISTORY     - 20020129 GOOD             USPSQD
 LX0006
 LX0006                          STATION DESCRIPTION
 LX0006
 LX0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0006'AT ANDOVER.
 LX0006'AT ANDOVER, TOLLAND COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0006'HARTFORD RAILROAD, 14 RAILS NORTHWEST OF THE STATION, 16 YARDS
 LX0006'SOUTHEAST OF THE RANGE OF THE SOUTHEAST SIDE OF AN OLD WHITE
 LX0006'CHURCH, 13.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, IN A ROCK
 LX0006'LEDGE IN THE CUT BANK, AND ABOUT 2 FEET ABOVE THE TRACK.  A
 LX0006'STANDARD DISK, STAMPED ELEV 350.583 FT F 9 1923.
 LX0006
 LX0006                          STATION RECOVERY (1972)
 LX0006
 LX0006'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0006'RECOVERED IN GOOD CONDITION.
 LX0006
 LX0006                          STATION RECOVERY (1984)
 LX0006
 LX0006'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0006'THIS SECTION OF THE RAILROAD HAS NOT BEEN IN OPERATION FOR MANY YEARS
 LX0006'AND THE RAIL , AND STATION HAVE BEEN REMOVED. DESCRIPITON REFERING TO
 LX0006'THE OLD WHITE CHURCH IS ADEQUATE.
 LX0006
 LX0006                          STATION RECOVERY (1984)
 LX0006
 LX0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0006'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.3 KM (0.2 MI)
 LX0006'EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN ANDOVER TO THE MARK
 LX0006'ON THE RIGHT, ALONG THE ABANDONED PENN CENTRAL RAILROAD BED, IN TOP OF
 LX0006'ROCK OUTCROP AND DIRECTLY SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 LX0006'FIRST CONGREGATIONAL CHURCH, 25.60 METERS (84.0 FT) SOUTH OF THE
 LX0006'CENTERLINE OF THE HIGHWAY, 7.62 METERS (25.0 FT) SOUTH OF A TRAIL
 LX0006'(ABANDONED RAILROAD BED).
 LX0006'THE MARK IS 3.04 M ABOVE HIGHWAY.
 LX0006
 LX0006                          STATION RECOVERY (2002)
 LX0006
 LX0006'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3344 ***********************************************************************
 LX3344  DESIGNATION -  F 90
 LX3344  PID         -  LX3344
 LX3344  STATE/COUNTY-  CT/NEW LONDON
 LX3344  USGS QUAD   -  DEEP RIVER (1971)
 LX3344
 LX3344                         *CURRENT SURVEY CONTROL
 LX3344  ___________________________________________________________________
 LX3344* NAD 83(1986)-  41 25 15.     (N)    072 25 40.     (W)     SCALED    
 LX3344* NAVD 88     -         1.256  (meters)       4.12   (feet)  ADJUSTED  
 LX3344  ___________________________________________________________________
 LX3344  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX3344  DYNAMIC HT  -           1.255 (meters)       4.12  (feet)  COMP
 LX3344  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 LX3344
 LX3344  VERT ORDER  -  FIRST     CLASS II
 LX3344
 LX3344.The horizontal coordinates were scaled from a topographic map and have
 LX3344.an estimated accuracy of +/- 6 seconds.
 LX3344
 LX3344.The orthometric height was determined by differential leveling
 LX3344.and adjusted by the National Geodetic Survey in June 1991..
 LX3344
 LX3344.The geoid height was determined by GEOID03.
 LX3344
 LX3344.The dynamic height is computed by dividing the NAVD 88
 LX3344.geopotential number by the normal gravity value computed on the
 LX3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3344.degrees latitude (g = 980.6199 gals.).
 LX3344
 LX3344.The modeled gravity was interpolated from observed gravity values.
 LX3344
 LX3344;                    North         East    Units  Estimated Accuracy
 LX3344;SPC CT       -   217,700.      331,740.      MT  (+/- 180 meters Scaled)
 LX3344
 LX3344                          SUPERSEDED SURVEY CONTROL
 LX3344
 LX3344.No superseded survey control is available for this station.
 LX3344
 LX3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL149886(NAD 83)
 LX3344_MARKER: I = METAL ROD
 LX3344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3344_SP_SET: STAINLESS STEEL ROD
 LX3344_STAMPING: F 90 1986
 LX3344_MARK LOGO: NGS   
 LX3344_PROJECTION: FLUSH
 LX3344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3344_ROD/PIPE-DEPTH: 24.4 meters
 LX3344
 LX3344  HISTORY     - Date     Condition        Report By
 LX3344  HISTORY     - 1986     MONUMENTED       NGS
 LX3344  HISTORY     - 1989     POOR             USPSQD
 LX3344  HISTORY     - 1990     POOR             USPSQD
 LX3344  HISTORY     - 20011021 MARK NOT FOUND   USPSQD
 LX3344  HISTORY     - 20040901 MARK NOT FOUND   USPSQD
 LX3344
 LX3344                          STATION DESCRIPTION
 LX3344
 LX3344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3344'2.6 KM (1.6 MI) SW FROM HADLYME.
 LX3344'2.6 KM (1.6 MI) SOUTHWEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX3344'STATE HIGHWAY 82 IN HADLYME TO THE END OF THE HIGHWAY AT THE FERRY
 LX3344'CROSSING OF THE CONNECTICUT RIVER AND THE MARK ON THE RIGHT ON THE
 LX3344'NORTH SIDE OF THE FERRY SLIP AND NEAR THE EAST SHORELINE OF THE RIVER.
 LX3344'IT IS 6.10 METERS (20.0 FT) EAST OF THE EAST SHORELINE OF THE RIVER
 LX3344'AND 3.66 METERS (12.0 FT) SOUTHEAST OF THE WEST END OF A GUARDRAIL
 LX3344'WITH SIGN ON POLE (CABLE CROSSING-DO NOT ANCHOR).
 LX3344'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3344'THE MARK IS ABOVE LEVEL WITH PARKING AREA.
 LX3344
 LX3344                          STATION RECOVERY (1989)
 LX3344
 LX3344'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3344'MARK RECOVERED IN POOR CONDITION.
 LX3344
 LX3344                          STATION RECOVERY (1990)
 LX3344
 LX3344'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3344'MARK RECOVERED IN POOR CONDITION.
 LX3344
 LX3344                          STATION RECOVERY (2001)
 LX3344
 LX3344'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3344'MEASURED WITH STEEL TAPE, FOUND ONLY A HARD GRAVEL SURFACE
 LX3344
 LX3344                          STATION RECOVERY (2004)
 LX3344
 LX3344'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX3344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3134 ***********************************************************************
 LX3134  DESIGNATION -  F 91
 LX3134  PID         -  LX3134
 LX3134  STATE/COUNTY-  CT/HARTFORD
 LX3134  USGS QUAD   -  GLASTONBURY (1992)
 LX3134
 LX3134                         *CURRENT SURVEY CONTROL
 LX3134  ___________________________________________________________________
 LX3134* NAD 83(1986)-  41 41 26.     (N)    072 36 24.     (W)     SCALED    
 LX3134* NAVD 88     -        11.595  (meters)      38.04   (feet)  ADJUSTED  
 LX3134  ___________________________________________________________________
 LX3134  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX3134  DYNAMIC HT  -          11.592 (meters)      38.03  (feet)  COMP
 LX3134  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 LX3134
 LX3134  VERT ORDER  -  FIRST     CLASS II
 LX3134
 LX3134.The horizontal coordinates were scaled from a topographic map and have
 LX3134.an estimated accuracy of +/- 6 seconds.
 LX3134
 LX3134.The orthometric height was determined by differential leveling
 LX3134.and adjusted by the National Geodetic Survey in June 1991..
 LX3134
 LX3134.The geoid height was determined by GEOID03.
 LX3134
 LX3134.The dynamic height is computed by dividing the NAVD 88
 LX3134.geopotential number by the normal gravity value computed on the
 LX3134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3134.degrees latitude (g = 980.6199 gals.).
 LX3134
 LX3134.The modeled gravity was interpolated from observed gravity values.
 LX3134
 LX3134;                    North         East    Units  Estimated Accuracy
 LX3134;SPC CT       -   247,610.      316,730.      MT  (+/- 180 meters Scaled)
 LX3134
 LX3134                          SUPERSEDED SURVEY CONTROL
 LX3134
 LX3134.No superseded survey control is available for this station.
 LX3134
 LX3134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM991181(NAD 83)
 LX3134_MARKER: I = METAL ROD
 LX3134_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3134_SP_SET: STAINLESS STEEL ROD
 LX3134_STAMPING: F 91 1986
 LX3134_MARK LOGO: NGS   
 LX3134_PROJECTION: FLUSH
 LX3134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3134_ROD/PIPE-DEPTH: 24.3 meters
 LX3134
 LX3134  HISTORY     - Date     Condition        Report By
 LX3134  HISTORY     - 1986     MONUMENTED       NGS
 LX3134
 LX3134                          STATION DESCRIPTION
 LX3134
 LX3134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3134'IN GLASTONBURY.
 LX3134'MARK IS LOCATED IN GLASTONBURY, ALONG MAIN STREET AT THE INTERSECTION
 LX3134'OF MAIN STREET AND CURTIS ROAD IN THE NORTHEAST ANGLE OF THE
 LX3134'INTERSECTION.   IT IS 7.0 METERS (23.0 FT) EAST OF THE CENTERLINE OF
 LX3134'MAIN STREET, 5.6 METERS (18.5 FT) NORTH OF THE CENTERLINE OF CURTIS
 LX3134'ROAD AND 0.60 METERS (2.0 FT) NORTH OF POWER POLE NO. 2467 WITH A
 LX3134'BRACE POLE.
 LX3134'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3134'THE MARK IS 0.30 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3072 ***********************************************************************
 LX3072  DESIGNATION -  F 92
 LX3072  PID         -  LX3072
 LX3072  STATE/COUNTY-  CT/MIDDLESEX
 LX3072  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3072
 LX3072                         *CURRENT SURVEY CONTROL
 LX3072  ___________________________________________________________________
 LX3072* NAD 83(1986)-  41 33 41.     (N)    072 34 30.     (W)     SCALED    
 LX3072* NAVD 88     -        47.060  (meters)     154.40   (feet)  ADJUSTED  
 LX3072  ___________________________________________________________________
 LX3072  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3072  DYNAMIC HT  -          47.044 (meters)     154.34  (feet)  COMP
 LX3072  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 LX3072
 LX3072  VERT ORDER  -  FIRST     CLASS II
 LX3072
 LX3072.The horizontal coordinates were scaled from a topographic map and have
 LX3072.an estimated accuracy of +/- 6 seconds.
 LX3072
 LX3072.The orthometric height was determined by differential leveling
 LX3072.and adjusted by the National Geodetic Survey in June 1991..
 LX3072
 LX3072.The geoid height was determined by GEOID03.
 LX3072
 LX3072.The dynamic height is computed by dividing the NAVD 88
 LX3072.geopotential number by the normal gravity value computed on the
 LX3072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3072.degrees latitude (g = 980.6199 gals.).
 LX3072
 LX3072.The modeled gravity was interpolated from observed gravity values.
 LX3072
 LX3072;                    North         East    Units  Estimated Accuracy
 LX3072;SPC CT       -   233,270.      319,400.      MT  (+/- 180 meters Scaled)
 LX3072
 LX3072                          SUPERSEDED SURVEY CONTROL
 LX3072
 LX3072.No superseded survey control is available for this station.
 LX3072
 LX3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM022039(NAD 83)
 LX3072_MARKER: DB = BENCH MARK DISK
 LX3072_SETTING: 66 = SET IN ROCK OUTCROP
 LX3072_SP_SET: ROCK OUTCROP
 LX3072_STAMPING: F 92 1986
 LX3072_MARK LOGO: NGS   
 LX3072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3072+STABILITY: POSITION/ELEVATION WELL
 LX3072
 LX3072  HISTORY     - Date     Condition        Report By
 LX3072  HISTORY     - 1986     MONUMENTED       NGS
 LX3072  HISTORY     - 19970904 GOOD             USPSQD
 LX3072
 LX3072                          STATION DESCRIPTION
 LX3072
 LX3072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3072'1.8 KM (1.1 MI) WEST FROM COBALT.
 LX3072'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF STATE
 LX3072'HIGHWAY 151 IN COBALT TO THE MARK ON THE RIGHT, 5.8 METERS (19.2 FT)
 LX3072'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LX3072'THE MARK IS 1.4 METERS  NW FROM  A WITNESS POST
 LX3072'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3072
 LX3072                          STATION RECOVERY (1997)
 LX3072
 LX3072'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3042 ***********************************************************************
 LX3042  DESIGNATION -  F 93
 LX3042  PID         -  LX3042
 LX3042  STATE/COUNTY-  CT/TOLLAND
 LX3042  USGS QUAD   -  WILLIMANTIC (1984)
 LX3042
 LX3042                         *CURRENT SURVEY CONTROL
 LX3042  ___________________________________________________________________
 LX3042* NAD 83(1986)-  41 43 54.     (N)    072 12 01.     (W)     SCALED    
 LX3042* NAVD 88     -        61.244  (meters)     200.93   (feet)  ADJUSTED  
 LX3042  ___________________________________________________________________
 LX3042  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX3042  DYNAMIC HT  -          61.223 (meters)     200.86  (feet)  COMP
 LX3042  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LX3042
 LX3042  VERT ORDER  -  FIRST     CLASS II
 LX3042
 LX3042.The horizontal coordinates were scaled from a topographic map and have
 LX3042.an estimated accuracy of +/- 6 seconds.
 LX3042
 LX3042.The orthometric height was determined by differential leveling
 LX3042.and adjusted by the National Geodetic Survey in June 1991..
 LX3042
 LX3042.The geoid height was determined by GEOID03.
 LX3042
 LX3042.The dynamic height is computed by dividing the NAVD 88
 LX3042.geopotential number by the normal gravity value computed on the
 LX3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3042.degrees latitude (g = 980.6199 gals.).
 LX3042
 LX3042.The modeled gravity was interpolated from observed gravity values.
 LX3042
 LX3042;                    North         East    Units  Estimated Accuracy
 LX3042;SPC CT       -   252,310.      350,540.      MT  (+/- 180 meters Scaled)
 LX3042
 LX3042                          SUPERSEDED SURVEY CONTROL
 LX3042
 LX3042.No superseded survey control is available for this station.
 LX3042
 LX3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM328237(NAD 83)
 LX3042_MARKER: DB = BENCH MARK DISK
 LX3042_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX3042_SP_SET: MASSIVE RETAINING WALL
 LX3042_STAMPING: F 93 1986
 LX3042_MARK LOGO: NGS   
 LX3042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3042
 LX3042  HISTORY     - Date     Condition        Report By
 LX3042  HISTORY     - 1986     MONUMENTED       NGS
 LX3042
 LX3042                          STATION DESCRIPTION
 LX3042
 LX3042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3042'3.8 KM (2.35 MI) SE FROM MANSFIELD CENTER.
 LX3042'3.8 KM (2.35 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE POST
 LX3042'OFFICE IN MANSFIELD CENTER TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX3042'NORTH END OF THE WEST RETAINING WALL OF THE BRIDGE OVER U.S. HIGHWAY
 LX3042'6, ALSO 2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 195 FROM THE
 LX3042'JUNCTION OF STATE HIGHWAY 66 IN WILLIMANTIC, 10.06 METERS (33.0 FT)
 LX3042'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.21 METER (0.7 FT) SOUTH OF
 LX3042'THE NORTH END OF THE RETAINING WALL.
 LX3042'THE MARK IS 0.80 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3435 ***********************************************************************
 LX3435  DESIGNATION -  F 97
 LX3435  PID         -  LX3435
 LX3435  STATE/COUNTY-  CT/NEW LONDON
 LX3435  USGS QUAD   -  UNCASVILLE (1984)
 LX3435
 LX3435                         *CURRENT SURVEY CONTROL
 LX3435  ___________________________________________________________________
 LX3435* NAD 83(1986)-  41 26 10.     (N)    072 00 50.     (W)     SCALED    
 LX3435* NAVD 88     -        85.669  (meters)     281.07   (feet)  ADJUSTED  
 LX3435  ___________________________________________________________________
 LX3435  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX3435  DYNAMIC HT  -          85.638 (meters)     280.96  (feet)  COMP
 LX3435  MODELED GRAV-     980,263.3   (mgal)                       NAVD 88
 LX3435
 LX3435  VERT ORDER  -  FIRST     CLASS II
 LX3435
 LX3435.The horizontal coordinates were scaled from a topographic map and have
 LX3435.an estimated accuracy of +/- 6 seconds.
 LX3435
 LX3435.The orthometric height was determined by differential leveling
 LX3435.and adjusted by the National Geodetic Survey in June 1991..
 LX3435
 LX3435.The geoid height was determined by GEOID03.
 LX3435
 LX3435.The dynamic height is computed by dividing the NAVD 88
 LX3435.geopotential number by the normal gravity value computed on the
 LX3435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3435.degrees latitude (g = 980.6199 gals.).
 LX3435
 LX3435.The modeled gravity was interpolated from observed gravity values.
 LX3435
 LX3435;                    North         East    Units  Estimated Accuracy
 LX3435;SPC CT       -   219,610.      366,320.      MT  (+/- 180 meters Scaled)
 LX3435
 LX3435                          SUPERSEDED SURVEY CONTROL
 LX3435
 LX3435.No superseded survey control is available for this station.
 LX3435
 LX3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL494914(NAD 83)
 LX3435_MARKER: I = METAL ROD
 LX3435_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3435+WITH SETTING: INFORMATION.
 LX3435_SP_SET: STAINLESS STEEL ROD
 LX3435_STAMPING: F 97 1986
 LX3435_MARK LOGO: NGS   
 LX3435_PROJECTION: FLUSH
 LX3435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3435_ROD/PIPE-DEPTH: 3.04 meters
 LX3435
 LX3435  HISTORY     - Date     Condition        Report By
 LX3435  HISTORY     - 1986     MONUMENTED       NGS
 LX3435  HISTORY     - 1989     GOOD             USPSQD
 LX3435  HISTORY     - 19901014 GOOD             USPSQD
 LX3435
 LX3435                          STATION DESCRIPTION
 LX3435
 LX3435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3435'1.1 KM (0.7 MI) SE FROM LEDYARD CENTER.
 LX3435'1.1 KM (0.7 MI) SOUTHEAST ALONG STATE HIGHWAY 117 FROM THE
 LX3435'INTERSECTION OF STATE HIGHWAY 214 IN LEDYARD CENTER TO THE MARK ON
 LX3435'THE LEFT AT NORTH ENTRANCE TO LEDYARD CEMETERY.  IT IS 6.70 METERS
 LX3435'(22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.77 METERS (9.1 FT)
 LX3435'NORTH OF THE CENTER OF THE ENTRANCE AND IRON GATE AND 0.49 METER
 LX3435'(1.6 FT) EAST STONE WALL PARALLELING THE HIGHWAY IN FRONT OF THE
 LX3435'CEMETERY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX3435'CAP.
 LX3435'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3435
 LX3435                          STATION RECOVERY (1989)
 LX3435
 LX3435'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3435'RECOVERED IN GOOD CONDITION.
 LX3435
 LX3435                          STATION RECOVERY (1990)
 LX3435
 LX3435'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6025 ***********************************************************************
 LX6025  DESIGNATION -  FAARTOFTS CUPOLA
 LX6025  PID         -  LX6025
 LX6025  STATE/COUNTY-  CT/MIDDLESEX
 LX6025  USGS QUAD   -  DEEP RIVER (1971)
 LX6025
 LX6025                         *CURRENT SURVEY CONTROL
 LX6025  ___________________________________________________________________
 LX6025* NAD 83(1996)-  41 28 11.51967(N)    072 29 35.48492(W)     ADJUSTED  
 LX6025* NAVD 88     -                                                        
 LX6025  ___________________________________________________________________
 LX6025  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX6025  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX6025
 LX6025  HORZ ORDER  -  THIRD
 LX6025
 LX6025.The horizontal coordinates were established by classical geodetic methods
 LX6025.and adjusted by the National Geodetic Survey in August 1998..
 LX6025
 LX6025
 LX6025.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6025
 LX6025.The geoid height was determined by GEOID03.
 LX6025
 LX6025;                    North         East     Units Scale Factor Converg.
 LX6025;SPC CT       -   223,124.284   326,252.796   MT  0.99998376   +0 10 13.0
 LX6025;SPC CT       -   732,033.59  1,070,381.05   sFT  0.99998376   +0 10 13.0
 LX6025;UTM  18      - 4,593,952.426   709,330.576   MT  1.00013929   +1 39 38.4
 LX6025
 LX6025                          SUPERSEDED SURVEY CONTROL
 LX6025
 LX6025  NAD 83(1992)-  41 28 11.51890(N)    072 29 35.48474(W) AD(       ) 4
 LX6025  NAD 83(1986)-  41 28 11.52070(N)    072 29 35.48723(W) AD(       ) 4
 LX6025  NAD 27      -  41 28 11.16100(N)    072 29 37.18800(W) AD(       ) 3
 LX6025
 LX6025.Superseded values are not recommended for survey control.
 LX6025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6025.See file dsdata.txt to determine how the superseded data were derived.
 LX6025
 LX6025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0933193952(NAD 83)
 LX6025
 LX6025  HISTORY     - Date     Condition        Report By
 LX6025  HISTORY     - 1934     MONUMENTED       CGS
 LX6025  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6025  HISTORY     - 1984     GOOD             USPSQD
 LX6025  HISTORY     - 1989     GOOD             USPSQD
 LX6025  HISTORY     - 19970220 GOOD             USPSQD
 LX6025
 LX6025                          STATION DESCRIPTION
 LX6025
 LX6025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6025'THE RESIDENCE OF MRS. MARGARET F. FAARTOFT IS ON THE SOUTHWESTERLY
 LX6025'SIDE OF ROUTE 9, 2.0 MILES N OF THE W APPROACH TO EAST HADDAM
 LX6025'BRIDGE.
 LX6025'
 LX6025'THE HOUSE STANDS ON SOMEWHAT OF AN ELEVATION ABOVE THE
 LX6025'HIGHWAY.  MAIN PART OF THE HOUSE IS A SQUARE TWO-STORY STRUCTURE
 LX6025'PAINTED WHITE.  A SMALLER TWO-STORY WING IS ATTACHED TO THE SW
 LX6025'SIDE OF THE HOUSE.
 LX6025'
 LX6025'THE ROOF OF THE MAIN HOUSE IS ALMOST FLAT WITH A SQUARE WHITE
 LX6025'CUPOLA AT THE APEX.  THERE ARE TWO WHITE BRICK CHIMNEYS ON MAIN
 LX6025'ROOF NEAR THE CUPOLA.  THE CUPOLA HAS THREE SMALL ARCHED WINDOWS
 LX6025'IN EACH SIDE.  AN ORNAMENTAL WHITE FINIAL WITH SMALL GILT BALL
 LX6025'IS AT THE APEX OF THE CUPOLA ROOF.
 LX6025'
 LX6025'CENTER IS THIS FINIAL.
 LX6025'
 LX6025'IT IS 50 METERS SW OF THE CENTER LINE OF THE HIGHWAY.
 LX6025
 LX6025                          STATION RECOVERY (1948)
 LX6025
 LX6025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6025'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6025
 LX6025                          STATION RECOVERY (1984)
 LX6025
 LX6025'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6025'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX6025'ACCURATE EXCEPT THE CHIMNEYS ARE NO LONGER EVIDENT.
 LX6025
 LX6025                          STATION RECOVERY (1989)
 LX6025
 LX6025'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX6025'RECOVERED IN GOOD CONDITION.
 LX6025
 LX6025                          STATION RECOVERY (1997)
 LX6025
 LX6025'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3589 ***********************************************************************
 LX3589  DESIGNATION -  FAIR
 LX3589  PID         -  LX3589
 LX3589  STATE/COUNTY-  CT/LITCHFIELD
 LX3589  USGS QUAD   -  LITCHFIELD (1984)
 LX3589
 LX3589                         *CURRENT SURVEY CONTROL
 LX3589  ___________________________________________________________________
 LX3589* NAD 83(1996)-  41 39 56.44301(N)    073 11 53.82693(W)     ADJUSTED  
 LX3589* NAVD 88     -       336.4    (meters)    1104.     (feet)  VERTCON   
 LX3589  ___________________________________________________________________
 LX3589  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 LX3589  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX3589
 LX3589  HORZ ORDER  -  FIRST
 LX3589
 LX3589.The horizontal coordinates were established by classical geodetic methods
 LX3589.and adjusted by the National Geodetic Survey in August 1998..
 LX3589
 LX3589.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3589
 LX3589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3589
 LX3589.The geoid height was determined by GEOID03.
 LX3589
 LX3589;                    North         East     Units Scale Factor Converg.
 LX3589;SPC CT       -   244,936.739   267,466.760   MT  0.99998579   -0 17 50.1
 LX3589;SPC CT       -   803,596.62    877,513.86   sFT  0.99998579   -0 17 50.1
 LX3589;UTM  18      - 4,614,226.063   649,995.132   MT  0.99987687   +1 11 52.7
 LX3589
 LX3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3589!SPC CT       -   0.99995184  x   0.99998579  =   0.99993763
 LX3589!UTM  18      -   0.99995184  x   0.99987687  =   0.99982871
 LX3589
 LX3589|---------------------------------------------------------------------|
 LX3589| PID    Reference Object                     Distance      Geod. Az  |
 LX3589|                                                           dddmmss.s |
 LX3589| CB3290 FAIR RM 1                            57.647 METERS 11139     |
 LX3589| LX3566 WATERTOWN NE MUN TANK               APPROX.10.4 KM 1232942.5 |
 LX3589| LX3588 FAIR AZ MK                          APPROX. 0.6 KM 1775321.9 |
 LX3589| CB3291 FAIR RM 2                            25.264 METERS 33746     |
 LX3589|---------------------------------------------------------------------|
 LX3589
 LX3589                          SUPERSEDED SURVEY CONTROL
 LX3589
 LX3589  NAD 83(1996)-  41 39 56.44280(N)    073 11 53.82733(W) AD(       ) 1
 LX3589  NAD 83(1992)-  41 39 56.44295(N)    073 11 53.82744(W) AD(       ) 1
 LX3589  NAD 83(1992)-  41 39 56.44449(N)    073 11 53.82878(W) AD(       ) 1
 LX3589  NAD 83(1986)-  41 39 56.44442(N)    073 11 53.82876(W) AD(       ) 1
 LX3589  NAD 27      -  41 39 56.09793(N)    073 11 55.42166(W) AD(       ) 1
 LX3589  NGVD 29 (07/19/86)  336.6    (m)         1104.     (f) VERT ANG       
 LX3589
 LX3589.Superseded values are not recommended for survey control.
 LX3589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3589.See file dsdata.txt to determine how the superseded data were derived.
 LX3589
 LX3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4999514226(NAD 83)
 LX3589_MARKER: DS = TRIANGULATION STATION DISK
 LX3589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3589_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3589
 LX3589  HISTORY     - Date     Condition        Report By
 LX3589  HISTORY     - 1981     MONUMENTED       NGS
 LX3589
 LX3589                          STATION DESCRIPTION
 LX3589
 LX3589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3589'THE STATION IS LOCATED ABOUT
 LX3589'8.8 KM (5.5 MI) SOUTH OF LITCHFIELD,
 LX3589'3.2 KM (2 MI) NORTH-NORTHEAST OF BETHLEHEM,
 LX3589'3.2 KM (2 MI) SOUTHEAST OF THE SOUTH END OF BANTAM LAKE,
 LX3589'AT THE NORTH END OF THE BETHLEHEM FAIR GROUNDS.
 LX3589'OWNERSHIP--PAUL JOHNSON, BETHLEHEM CT, PHONE 203-266-7617.
 LX3589'
 LX3589'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 132
 LX3589'AND 61 IN BETHLEHEM.  GO NORTHEAST ON HIGHWAY 61 FOR
 LX3589'2.2 KM (1.4 MI) TO A REVERSE FORK RIGHT.  CONTINUE NORTH ON
 LX3589'HIGHWAY 61 (LAKES ROAD) FOR 0.2 KM (0.1 MI) TO THE SOUTH END
 LX3589'OF THE FAIR GROUNDS AND THE AZIMUTH MARK ON THE RIGHT.
 LX3589'CONTINUE NORTH ON HIGHWAY 61 FOR 0.5 KM (0.3 MI) TO A DOUBLE
 LX3589'METAL GATE AND THE STATION ON THE RIGHT.
 LX3589'
 LX3589'THE STATION IS A STANDARD NGS DISK
 LX3589'STAMPED---FAIR 1981---,
 LX3589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3589'FLUSH WITH GROUND.  IT IS LOCATED
 LX3589'26.2 METERS (86 FT) NORTH FROM A DIRT ROAD,
 LX3589'16.28 METERS (53.4 FT) NORTH-NORTHEAST FROM A 0.7 METER
 LX3589'PINE TREE AND
 LX3589'7.50 METERS (24.6 FT) EAST FROM A HOGWIRE FENCE.
 LX3589'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3589'STAMPED---FAIR 1981---,
 LX3589'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3589'
 LX3589'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3589'STAMPED---FAIR NO 1 1981---,
 LX3589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3589'FLUSH WITH GROUND.  IT IS LOCATED
 LX3589'12.32 METERS (40.41 FT) NORTH FROM THE NORTHEAST CORNER
 LX3589'OF A BUILDING,
 LX3589'6.32 METERS (20.73 FT) EAST FROM THE NORTHEAST CORNER
 LX3589'OF A WOOD PLATFORM,
 LX3589'0.25 METER (0.8 FT) WEST FROM A HOGWIRE FENCE AND
 LX3589'0.33 METER (1.1 FT) NORTH FROM A METAL WITNESS POST.
 LX3589'MARK IS BELOW STATION 0.3 METER.
 LX3589'
 LX3589'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3589'STAMPED---FAIR 1981 NO 2---,
 LX3589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3589'FLUSH WITH GROUND.  IT IS LOCATED
 LX3589'33.40 METERS (109.6 FT) SOUTH FROM A PEDESTRIAN GATE AT
 LX3589'A FENCE CORNER,
 LX3589'13.80 METERS (45.3 FT) EAST FROM THE CENTER OF HIGHWAY 61 AND
 LX3589'0.24 METER (0.8 FT) EAST FROM THE HOGWIRE FENCE.
 LX3589'MARK IS LEVEL WITH STATION.
 LX3589'
 LX3589'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3589'STAMPED---FAIR 1981---,
 LX3589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3589'FLUSH WITH GROUND.  IT IS LOCATED
 LX3589'20.5 METERS (67.3 FT) EAST FROM THE CENTER OF HIGHWAY 61,
 LX3589'6.7 METERS (22 FT) NORTH FROM THE CENTER OF A GRAVEL DRIVE AND
 LX3589'1.31 METERS (4.3 FT) NORTHEAST FROM A FENCE CORNER.
 LX3589'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3589'STAMPED---FAIR 1981---,
 LX3589'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3589'
 LX3589'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TERRAIN.
 LX3589'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3588 ***********************************************************************
 LX3588  DESIGNATION -  FAIR AZ MK
 LX3588  PID         -  LX3588
 LX3588  STATE/COUNTY-  CT/LITCHFIELD
 LX3588  USGS QUAD   -  LITCHFIELD (1984)
 LX3588
 LX3588                         *CURRENT SURVEY CONTROL
 LX3588  ___________________________________________________________________
 LX3588* NAD 83(1996)-  41 39 38.03986(N)    073 11 52.92253(W)     ADJUSTED  
 LX3588* NAVD 88     -       331.3    (meters)    1087.     (feet)  VERTCON   
 LX3588  ___________________________________________________________________
 LX3588  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 LX3588  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX3588
 LX3588  HORZ ORDER  -  SECOND
 LX3588
 LX3588.The horizontal coordinates were established by classical geodetic methods
 LX3588.and adjusted by the National Geodetic Survey in August 1998..
 LX3588.No horizontal observational check was made to the station.
 LX3588
 LX3588.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3588
 LX3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3588
 LX3588.The geoid height was determined by GEOID03.
 LX3588
 LX3588;                    North         East     Units Scale Factor Converg.
 LX3588;SPC CT       -   244,368.875   267,484.738   MT  0.99998559   -0 17 49.5
 LX3588;SPC CT       -   801,733.55    877,572.84   sFT  0.99998559   -0 17 49.5
 LX3588;UTM  18      - 4,613,658.923   650,027.918   MT  0.99987699   +1 11 52.9
 LX3588
 LX3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3588!SPC CT       -   0.99995264  x   0.99998559  =   0.99993823
 LX3588!UTM  18      -   0.99995264  x   0.99987699  =   0.99982963
 LX3588
 LX3588                          SUPERSEDED SURVEY CONTROL
 LX3588
 LX3588  NAD 83(1996)-  41 39 38.03966(N)    073 11 52.92294(W) AD(       ) 2
 LX3588  NAD 83(1992)-  41 39 38.03981(N)    073 11 52.92306(W) AD(       ) 2
 LX3588  NAD 83(1992)-  41 39 38.04135(N)    073 11 52.92439(W) AD(       ) 2
 LX3588  NAD 83(1986)-  41 39 38.04128(N)    073 11 52.92436(W) AD(       ) 2
 LX3588  NAD 27      -  41 39 37.69459(N)    073 11 54.51734(W) AD(       ) 2
 LX3588  NGVD 29 (07/19/86)  331.5    (m)         1088.     (f) VERT ANG       
 LX3588
 LX3588.Superseded values are not recommended for survey control.
 LX3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3588.See file dsdata.txt to determine how the superseded data were derived.
 LX3588
 LX3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5002813659(NAD 83)
 LX3588_MARKER: DZ = AZIMUTH MARK DISK
 LX3588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3588_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3588_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3588
 LX3588  HISTORY     - Date     Condition        Report By
 LX3588  HISTORY     - 1981     MONUMENTED       NGS
 LX3588
 LX3588                          STATION DESCRIPTION
 LX3588
 LX3588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3588'THE STATION IS LOCATED ABOUT 9.3 KM (5.8 MI) SOUTH OF LITCHFIELD,
 LX3588'3.5 KM (2.2 MI) SOUTHEAST OF THE SOUTH END OF BANTAM LAKE,
 LX3588'2.9 KM (1.8 MI) NORTH-NORTHEAST OF BETHLEHEM AND NEAR THE
 LX3588'SOUTHWEST CORNER OF THE BETHLEHEM FAIR GROUNDS.
 LX3588'OWNERSHIP--PAUL JOHNSON, BETHLEHEM CT, PHONE 203-266-7617.
 LX3588'
 LX3588'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 132
 LX3588'AND 61 IN BETHLEHEM.  GO NORTHEAST ON HIGHWAY 61 (LAKES ROAD)
 LX3588'FOR 2.2 KM (1.4 MI) TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 LX3588'NORTH ON HIGHWAY 61 (LAKES ROAD) FOR 0.2 KM (0.1 MI) TO THE
 LX3588'SOUTH END OF THE FAIR GROUNDS AND THE STATION ON THE RIGHT.
 LX3588'
 LX3588'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX3588'STAMPED---FAIR 1981---,
 LX3588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3588'FLUSH WITH GROUND.  IT IS LOCATED
 LX3588'20.5 METERS (67.3 FT) EAST FROM THE CENTER OF HIGHWAY 61,
 LX3588'6.7 METERS (22 FT) NORTH FROM THE CENTER OF A GRAVEL DRIVE AND
 LX3588'1.31 METERS (4.3 FT) NORTHEAST FROM A FENCE CORNER.
 LX3588'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX3588'STAMPED---FAIR 1981---,
 LX3588'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3588'
 LX3588'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 LX3588'
 LX3588'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7436 ***********************************************************************
 LX7436  DESIGNATION -  FAIRFIELD
 LX7436  PID         -  LX7436
 LX7436  STATE/COUNTY-  CT/FAIRFIELD
 LX7436  USGS QUAD   -  WESTPORT (1975)
 LX7436
 LX7436                         *CURRENT SURVEY CONTROL
 LX7436  ___________________________________________________________________
 LX7436* NAD 83(1996)-  41 09 20.00847(N)    073 15 30.84945(W)     ADJUSTED  
 LX7436* NAVD 88     -        47.3    (meters)     155.     (feet)  VERTCON   
 LX7436  ___________________________________________________________________
 LX7436  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 LX7436  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX7436
 LX7436  HORZ ORDER  -  FIRST
 LX7436
 LX7436.The horizontal coordinates were established by classical geodetic methods
 LX7436.and adjusted by the National Geodetic Survey in August 1998..
 LX7436
 LX7436.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7436
 LX7436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7436
 LX7436.The geoid height was determined by GEOID03.
 LX7436
 LX7436;                    North         East     Units Scale Factor Converg.
 LX7436;SPC CT       -   188,311.205   262,112.838   MT  1.00000479   -0 20 14.0
 LX7436;SPC CT       -   617,817.68    859,948.54   sFT  1.00000479   -0 20 14.0
 LX7436;UTM  18      - 4,557,487.258   646,115.170   MT  0.99986276   +1 08 46.5
 LX7436
 LX7436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7436!SPC CT       -   0.99999727  x   1.00000479  =   1.00000206
 LX7436!UTM  18      -   0.99999727  x   0.99986276  =   0.99986003
 LX7436
 LX7436|---------------------------------------------------------------------|
 LX7436| PID    Reference Object                     Distance      Geod. Az  |
 LX7436|                                                           dddmmss.s |
 LX7436| CR9687 FAIRFIELD RM 1                                     17417     |
 LX7436| CR9688 FAIRFIELD RM 2                       24.258 METERS 27526     |
 LX7436|---------------------------------------------------------------------|
 LX7436
 LX7436                          SUPERSEDED SURVEY CONTROL
 LX7436
 LX7436  NAD 83(1992)-  41 09 20.00767(N)    073 15 30.84880(W) AD(       ) 1
 LX7436  NAD 83(1986)-  41 09 20.01086(N)    073 15 30.85212(W) AD(       ) 1
 LX7436  NAD 83(1986)-  41 09 20.01266(N)    073 15 30.85528(W) AD(       ) 1
 LX7436  NGVD 29 (10/23/89)   47.6    (m)          156.     (f) VERT ANG       
 LX7436
 LX7436.Superseded values are not recommended for survey control.
 LX7436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7436.See file dsdata.txt to determine how the superseded data were derived.
 LX7436
 LX7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4611557487(NAD 83)
 LX7436_MARKER: DS = TRIANGULATION STATION DISK
 LX7436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7436+STABILITY: SURFACE MOTION
 LX7436
 LX7436  HISTORY     - Date     Condition        Report By
 LX7436  HISTORY     - 1982     MONUMENTED       NGS
 LX7436  HISTORY     - 1983     GOOD             NGS
 LX7436
 LX7436                          STATION DESCRIPTION
 LX7436
 LX7436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7436'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LX7436'SOUTH-SOUTHEAST OF THE SOUTH TIP OF HEMLOCK RESERVOIR
 LX7436'4.8 KM (3.0 MI) EAST-SOUTHEAST OF PROSPECT HILL,
 LX7436'3.7 KM (2.3 MI) NORTH OF PINE CREEK POINT, 1.2 KM (0.75 MI)
 LX7436'WEST OF U.S. HIGHWAY 1 AND ON THE GROUNDS OF
 LX7436'FAIRFIELD UNIVERSITY.
 LX7436'OWNERSHIP--FAIRFIELD UNIVERSITY, MR FRED W COTTER,
 LX7436'DIRECTOR OF BUILDINGS AND GROUNDS, FAIRFIELD CT,
 LX7436'PHONE 203-255-5411.
 LX7436'
 LX7436'TO REACH THE STATION FROM STATE ROUTE 8 WHERE IT
 LX7436'SPLITS INTO INTERSTATE HIGHWAY 95 IN BRIDGEPORT, GO
 LX7436'SOUTH ON INTERSTATE 95 FOR 6.2 KM (3.85 MI) TO EXIT
 LX7436'22. TURN RIGHT, NORTH, AT THE END OF EXIT RAMP ONTO
 LX7436'STATE ROUTE 135 AND GO 0.2 KM (0.15 MI) TO A SIDE
 LX7436'STREET LEFT AT A TRAFFIC LIGHT.  TURN LEFT, SOUTHWEST,
 LX7436'ONTO BARLOW ROAD AND GO 0.2 KM (0.15 MI) TO AN
 LX7436'ENTRANCE TO FAIRFIELD UNIVERSITY.  (TO REACH REFERENCE
 LX7436'MARK 3, TURN RIGHT THROUGH THE ENTRANCE ONTO A PAVED
 LX7436'ROAD AND GO 0.1 KM (0.05 MI) TO A TRACK ROAD RIGHT.
 LX7436'TURN RIGHT ON THE TRACK ROAD AND GO 0.2 KM (0.1 MI)
 LX7436'TO THE EDGE OF THE WOODS AND THE REFERENCE MARK 3
 LX7436'ON THE RIGHT).  TURN RIGHT THROUGH THE ENTRANCE ON
 LX7436'A PAVED ROAD AND GO 0.4 KM (0.25 MI) TO A ROAD LEFT.
 LX7436'TURN SHARP LEFT, UPHILL, WEST, ON A PAVED ROAD
 LX7436'FOR 0.1 KM (0.05 MI) TO A SHARP CURVE TO THE RIGHT
 LX7436'AND A WIDE SPOT ON THE LEFT.  CONTINUE ON THE ROAD FOR
 LX7436'0.1 KM (0.05 MI) TO A POINT WHERE THE BANK IS LESS STEEP.
 LX7436'TURN LEFT UP ONTO LAWN, THEN BEAR LEFT GOING SOUTHERLY
 LX7436'ACROSS THE YARD FOR 0.1 KM (0.05 MI) TO THE STATION.
 LX7436'
 LX7436'THE STATION IS A STANDARD NGS DISK
 LX7436'STAMPED---FAIRFIELD 1982---,
 LX7436'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7436'FLUSH WITH GROUND.  IT IS LOCATED
 LX7436'30.78 METERS (101.0 FT) SOUTHEAST FROM A WITNESS POST,
 LX7436'24.63 METERS (80.8 FT) NORTH FROM A WITNESS POST AND
 LX7436'11.89 METERS (39.0 FT) EAST FROM THE EDGE OF THE MOWED LAWN.
 LX7436'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7436'STAMPED---FAIRFIELD 1982---,
 LX7436'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7436'
 LX7436'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7436'STAMPED---FAIRFIELD NO 1 1982---,
 LX7436'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7436'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7436'0.62 METER (2.03 FT) EAST FROM A WITNESS POST AND AT THE EDGE OF
 LX7436'A MOWED LAWN.
 LX7436'MARK IS BELOW STATION 2 METERS.
 LX7436'
 LX7436'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7436'STAMPED---FAIRFIELD NO 2 1982---,
 LX7436'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7436'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7436'0.63 METER (2.07 FT) EAST FROM A WITNESS POST AND AT THE EDGE OF
 LX7436'A MOWED LAWN.
 LX7436'MARK IS BELOW STATION 1 METER.
 LX7436'
 LX7436'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7436'STAMPED---FAIRFIELD NO 3 1982---,
 LX7436'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7436'FLUSH WITH GROUND.  IT IS LOCATED
 LX7436'28.65 METERS (94 FT) SOUTHEAST FROM A SIX TRUNKED TREE,
 LX7436'3.05 METERS (10 FT) EAST FROM THE APPROXIMATE CENTER OF A TRACK
 LX7436'ROAD AND
 LX7436'1.13 METERS (3.7 FT) WEST FROM A WITNESS POST.
 LX7436'MARK IS BELOW STATION 26 METERS.
 LX7436'
 LX7436'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 LX7436'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.6 METERS.
 LX7436'
 LX7436'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
 LX7436
 LX7436                          STATION RECOVERY (1983)
 LX7436
 LX7436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7436'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.
 LX7436'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX7436'
 LX7436'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3763 ***********************************************************************
 LX3763  DESIGNATION -  FAIRFIELD ALCO STACK
 LX3763  PID         -  LX3763
 LX3763  STATE/COUNTY-  CT/FAIRFIELD
 LX3763  USGS QUAD   -  WESTPORT (1975)
 LX3763
 LX3763                         *CURRENT SURVEY CONTROL
 LX3763  ___________________________________________________________________
 LX3763* NAD 83(1996)-  41 08 27.05653(N)    073 16 13.13114(W)     ADJUSTED  
 LX3763* NAVD 88     -                                                        
 LX3763  ___________________________________________________________________
 LX3763  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 LX3763  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3763
 LX3763  HORZ ORDER  -  THIRD
 LX3763
 LX3763.The horizontal coordinates were established by classical geodetic methods
 LX3763.and adjusted by the National Geodetic Survey in August 1998..
 LX3763
 LX3763
 LX3763.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3763
 LX3763.The geoid height was determined by GEOID03.
 LX3763
 LX3763;                    North         East     Units Scale Factor Converg.
 LX3763;SPC CT       -   186,683.574   261,117.181   MT  1.00000650   -0 20 42.0
 LX3763;SPC CT       -   612,477.69    856,681.95   sFT  1.00000650   -0 20 42.0
 LX3763;UTM  18      - 4,555,834.639   645,162.117   MT  0.99985934   +1 08 17.4
 LX3763
 LX3763                          SUPERSEDED SURVEY CONTROL
 LX3763
 LX3763  NAD 83(1992)-  41 08 27.05587(N)    073 16 13.13029(W) AD(       ) 4
 LX3763  NAD 83(1986)-  41 08 27.05735(N)    073 16 13.13862(W) AD(       ) 4
 LX3763  NAD 27      -  41 08 26.71300(N)    073 16 14.72900(W) AD(       ) 3
 LX3763
 LX3763.Superseded values are not recommended for survey control.
 LX3763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3763.See file dsdata.txt to determine how the superseded data were derived.
 LX3763
 LX3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4516255835(NAD 83)
 LX3763_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3763
 LX3763  HISTORY     - Date     Condition        Report By
 LX3763  HISTORY     - 1933     MONUMENTED       CGS
 LX3763  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3763  HISTORY     - 1983     GOOD             NGS
 LX3763  HISTORY     - 1987     GOOD             USPSQD
 LX3763
 LX3763                          STATION DESCRIPTION
 LX3763
 LX3763'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3763'STACK OF THE ALUMINUM COMPANY OF AMERICA, FAIRFIELD PLANT.  IT IS
 LX3763'AT THE E END OF THE PLANT AND JUST N OF THE BOSTON POST ROAD.  THE
 LX3763'PLANT IS A LOW BRICK STRUCTURE AND LIES BETWEEN AND PARALLEL WITH
 LX3763'THE RAILROAD AND THE BOSTON PIKE.  STACK IS MADE OF SMOOTH, RED,
 LX3763'TERRA COTTA BLOCKS AND IS ABOUT 200 FEET HIGH AND HAS FOUR
 LX3763'LIGHTNING ARRESTERS AT THE TOP OF THE STACK.  STATION IS THE CENTER
 LX3763'LINE OF STACK.
 LX3763
 LX3763                          STATION RECOVERY (1959)
 LX3763
 LX3763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3763'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION, BUT STACK NOW
 LX3763'BELONGS TO ELECTRIC STORAGE BATTERY CO, FAIRFIELD PLANT.  THE
 LX3763'ALUMINUM COMPANY OF AMERICA, FAIRFIELD PLANT, HAS MOVED TO
 LX3763'BRIDGEPORT.
 LX3763
 LX3763                          STATION RECOVERY (1983)
 LX3763
 LX3763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3763'THE STATION WAS RECOVERED AS DESCRIBED IN 1933 AND 1959
 LX3763'
 LX3763'DESCRIBED BY G.R. HEID.
 LX3763
 LX3763                          STATION RECOVERY (1987)
 LX3763
 LX3763'RECOVERY NOTE BY US POWER SQUADRON 1987 (GCM)
 LX3763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3728 ***********************************************************************
 LX3728  DESIGNATION -  FAIRFIELD BULLARD TANK
 LX3728  PID         -  LX3728
 LX3728  STATE/COUNTY-  CT/FAIRFIELD
 LX3728  USGS QUAD   -  BRIDGEPORT (1984)
 LX3728
 LX3728                         *CURRENT SURVEY CONTROL
 LX3728  ___________________________________________________________________
 LX3728* NAD 83(1996)-  41 09 43.49985(N)    073 13 52.49352(W)     ADJUSTED  
 LX3728* NAVD 88     -                                                        
 LX3728  ___________________________________________________________________
 LX3728  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LX3728  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX3728
 LX3728  HORZ ORDER  -  THIRD
 LX3728
 LX3728.The horizontal coordinates were established by classical geodetic methods
 LX3728.and adjusted by the National Geodetic Survey in August 1998..
 LX3728
 LX3728
 LX3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3728
 LX3728.The geoid height was determined by GEOID03.
 LX3728
 LX3728;                    North         East     Units Scale Factor Converg.
 LX3728;SPC CT       -   189,022.752   264,410.100   MT  1.00000405   -0 19 08.7
 LX3728;SPC CT       -   620,152.15    867,485.47   sFT  1.00000405   -0 19 08.7
 LX3728;UTM  18      - 4,558,257.933   648,392.927   MT  0.99987102   +1 09 51.8
 LX3728
 LX3728                          SUPERSEDED SURVEY CONTROL
 LX3728
 LX3728  NAD 83(1992)-  41 09 43.49905(N)    073 13 52.49266(W) AD(       ) 4
 LX3728  NAD 83(1986)-  41 09 43.50090(N)    073 13 52.49145(W) AD(       ) 4
 LX3728  NAD 27      -  41 09 43.15700(N)    073 13 54.08400(W) AD(       ) 3
 LX3728
 LX3728.Superseded values are not recommended for survey control.
 LX3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3728.See file dsdata.txt to determine how the superseded data were derived.
 LX3728
 LX3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4839358258(NAD 83)
 LX3728_MARKER: 53 = ELEVATED TANK
 LX3728_SETTING: 0 = UNSPECIFIED SETTING
 LX3728
 LX3728  HISTORY     - Date     Condition        Report By
 LX3728  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX3728  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3728  HISTORY     - 1982     GOOD             NGS
 LX3728  HISTORY     - 1988     GOOD             USPSQD
 LX3728
 LX3728                          STATION DESCRIPTION
 LX3728
 LX3728'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3728'TANK IS OF STEEL PLATE SUPPORTED ON FOUR BUILT-UP STRUCTURAL STEEL
 LX3728'COLUMNS.  PAINTED ALUMINUM WITH BLACK BASE.  LOCATED ON THE
 LX3728'FAIRFIELD SIDE OF ASH CREEK WHICH IS THE BOUNDARY BETWEEN FAIRFIELD
 LX3728'AND BRIDGEPORT.  ON THE PROPERTY OF THE BULLARD MACHINE COMPANY
 LX3728'ON BREWSTER STREET.  THE NAME BULLARD IS PAINTED ON THE TANK IN
 LX3728'TWO LOCATIONS IN LARGE WHITE LETTERS WITH A DARK
 LX3728'BACKGROUND.  STATION IS THE BALL ON TOP OF THE TANK AND IS
 LX3728'ABOUT 150 FEET ABOVE THE GROUND.
 LX3728
 LX3728                          STATION RECOVERY (1959)
 LX3728
 LX3728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3728'RECOVERED ESSENTIALLY AS DESCRIBED, IN EXCELLENT CONDITION.
 LX3728'
 LX3728'MINOR CHANGES IN WORDING--(1) THE NAME BULLARD IS PAINTED ON THE
 LX3728'TANK IN THREE LOCATIONS. . . . . (2) IN THIRD LINE OF DESCRIPTION,
 LX3728'FOLLOWING PAINTED ALUMINUM WITH BLACK BASE ADD AND BLACK CONICAL
 LX3728'TOP.
 LX3728'
 LX3728'G.C.M.S SKETCH IS CORRECT.  BREWSTER ST. AT ITS NORTHERN END N
 LX3728'OF THE R.R. TRACKS, BECOMES BLACK ROCK TURNPIKE WHICH GOES N ABOUT
 LX3728'3 MILES TO THE MERRITT PARKWAY.  ON BREWSTER ST., JUST N OF THE
 LX3728'R.R. TRACKS, THERE IS A CONNECTION WITH THE NEW CONNECTICUT
 LX3728'TURNPIKE.
 LX3728'
 LX3728'BULLARD ADDED TWO LARGE BUILDINGS IN 1956, TO THE W SIDE OF
 LX3728'BREWSTER ST.  THESE ARE W OF STATION, (TANK) BULLARD, AND THE OLD
 LX3728'BULLARD PLANT.
 LX3728'
 LX3728'ALSO, THE COMPANYS NAME NOW IS, SIMPLY, THE BULLARD COMPANY.
 LX3728
 LX3728                          STATION RECOVERY (1982)
 LX3728
 LX3728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3728'THE STATION, BULLARD COMPANY TANK, WAS RECOVERED
 LX3728'IN GOOD CONDITION.  THE BULLARD COMPANY IS NOW A
 LX3728'DIVISION OF WHITE INDUSTRIES.  THE STATION WAS
 LX3728'DESIGNATED TANK IN 1933.  THE SILVER TANK HAS
 LX3728'A BLACK CONICAL TOP AND A BLACK SHERICAL BOTTOM.
 LX3728'
 LX3728'THE STATION, WHITE INDUSTRIES BULLARD COMPANY TANK,
 LX3728'IS, THE BALL ATOP THE 4 LEGGED, CONICAL SHAPED TOP,
 LX3728'SPHERICAL BOTTOM, SILVER WITH BLACK TOP AND BOTTOM,
 LX3728'46 METERS (150 FT) HIGH TANK.
 LX3728'THE TANK HAS IN LARGE LETTERING (BULLARD) PAINTED ON THE
 LX3728'SIDE.  IT ALSO HAS IN SMALLER LETTERING
 LX3728'(DIVISION OF WHITE INDUSTRIES) ON THE SIDE.
 LX3728'
 LX3728'THE STATION IS LOCATED ON THE EAST SIDE OF BLACK
 LX3728'ROCK TURNPIKE AND THE RAILROAD TRACKS.
 LX3728'ABOUT 0.1 MI SOUTH OF THE STATE STREET EXTENSION.
 LX3728'OWNERSHIP-- WHITE INDUSTRIES, BULLARD COMPANY,
 LX3728'BRIDGEPORT CT 06601.
 LX3728'
 LX3728'DESCRIBED BY G.R. HEID.
 LX3728
 LX3728                          STATION RECOVERY (1988)
 LX3728
 LX3728'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3761 ***********************************************************************
 LX3761  DESIGNATION -  FAIRFIELD DUPONT STACK
 LX3761  PID         -  LX3761
 LX3761  STATE/COUNTY-  CT/FAIRFIELD
 LX3761  USGS QUAD   -  WESTPORT (1975)
 LX3761
 LX3761                         *CURRENT SURVEY CONTROL
 LX3761  ___________________________________________________________________
 LX3761* NAD 83(1996)-  41 08 30.76102(N)    073 15 55.79111(W)     ADJUSTED  
 LX3761* NAVD 88     -                                                        
 LX3761  ___________________________________________________________________
 LX3761  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LX3761  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3761
 LX3761  HORZ ORDER  -  THIRD
 LX3761
 LX3761.The horizontal coordinates were established by classical geodetic methods
 LX3761.and adjusted by the National Geodetic Survey in August 1998..
 LX3761
 LX3761
 LX3761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3761
 LX3761.The geoid height was determined by GEOID03.
 LX3761
 LX3761;                    North         East     Units Scale Factor Converg.
 LX3761;SPC CT       -   186,795.429   261,522.246   MT  1.00000638   -0 20 30.5
 LX3761;SPC CT       -   612,844.67    858,010.90   sFT  1.00000638   -0 20 30.5
 LX3761;SPC NY L     -   108,554.435   361,664.557   MT  1.00000784   +0 28 49.5
 LX3761;SPC NY L     -   356,149.01  1,186,561.13   sFT  1.00000784   +0 28 49.5
 LX3761;UTM  18      - 4,555,956.923   645,564.092   MT  0.99986078   +1 08 28.9
 LX3761
 LX3761                          SUPERSEDED SURVEY CONTROL
 LX3761
 LX3761  NAD 83(1992)-  41 08 30.76031(N)    073 15 55.78993(W) AD(       ) 4
 LX3761  NAD 83(1986)-  41 08 30.76348(N)    073 15 55.79355(W) AD(       ) 4
 LX3761  NAD 27      -  41 08 30.41600(N)    073 15 57.37900(W) AD(       ) 3
 LX3761
 LX3761.Superseded values are not recommended for survey control.
 LX3761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3761.See file dsdata.txt to determine how the superseded data were derived.
 LX3761
 LX3761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4556455957(NAD 83)
 LX3761
 LX3761  HISTORY     - Date     Condition        Report By
 LX3761  HISTORY     - 1933     MONUMENTED       CGS
 LX3761  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3761  HISTORY     - 1987     GOOD             USPSQD
 LX3761  HISTORY     - 1987     GOOD             USPSQD
 LX3761
 LX3761                          STATION DESCRIPTION
 LX3761
 LX3761'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3761'STACK OF THE FAIRFIELD PLANT OF THE DUPONT COMPANY IS JUST N OF
 LX3761'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD IN THE TOWN OF
 LX3761'FAIRFIELD.  STACK IS MADE OF YELLOW BRICK AND IS VERY BLACK
 LX3761'ABOUT THE TOP.  STATION IS CENTER LINE OF THE STACK.  STACK IS
 LX3761'ABOUT 200 FEET HIGH.
 LX3761
 LX3761                          STATION RECOVERY (1959)
 LX3761
 LX3761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3761'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.
 LX3761'
 LX3761'SIGN ABOVE OFFICE SAYS THIS IS THE FABRICS DIVISION OF DUPONT.
 LX3761
 LX3761                          STATION RECOVERY (1987)
 LX3761
 LX3761'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJT)
 LX3761'RECOVERED IN GOOD CONDITION.
 LX3761
 LX3761                          STATION RECOVERY (1987)
 LX3761
 LX3761'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3759 ***********************************************************************
 LX3759  DESIGNATION -  FAIRFIELD EPIS CHURCH SPIRE
 LX3759  PID         -  LX3759
 LX3759  STATE/COUNTY-  CT/FAIRFIELD
 LX3759  USGS QUAD   -  WESTPORT (1975)
 LX3759
 LX3759                         *CURRENT SURVEY CONTROL
 LX3759  ___________________________________________________________________
 LX3759* NAD 83(1996)-  41 08 32.51006(N)    073 15 01.37935(W)     ADJUSTED  
 LX3759* NAVD 88     -                                                        
 LX3759  ___________________________________________________________________
 LX3759  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 LX3759  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX3759
 LX3759  HORZ ORDER  -  THIRD
 LX3759
 LX3759.The horizontal coordinates were established by classical geodetic methods
 LX3759.and adjusted by the National Geodetic Survey in August 1998..
 LX3759
 LX3759
 LX3759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3759
 LX3759.The geoid height was determined by GEOID03.
 LX3759
 LX3759;                    North         East     Units Scale Factor Converg.
 LX3759;SPC CT       -   186,841.926   262,791.465   MT  1.00000632   -0 19 54.4
 LX3759;SPC CT       -   612,997.22    862,175.00   sFT  1.00000632   -0 19 54.4
 LX3759;SPC NY L     -   108,619.139   362,932.980   MT  1.00000788   +0 29 25.1
 LX3759;SPC NY L     -   356,361.29  1,190,722.62   sFT  1.00000788   +0 29 25.1
 LX3759;UTM  18      - 4,556,036.244   646,831.501   MT  0.99986534   +1 09 04.8
 LX3759
 LX3759                          SUPERSEDED SURVEY CONTROL
 LX3759
 LX3759  NAD 83(1992)-  41 08 32.50940(N)    073 15 01.37853(W) AD(       ) 4
 LX3759  NAD 83(1986)-  41 08 32.51242(N)    073 15 01.38162(W) AD(       ) 4
 LX3759  NAD 27      -  41 08 32.16500(N)    073 15 02.97300(W) AD(       ) 3
 LX3759
 LX3759.Superseded values are not recommended for survey control.
 LX3759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3759.See file dsdata.txt to determine how the superseded data were derived.
 LX3759
 LX3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4683256036(NAD 83)
 LX3759
 LX3759  HISTORY     - Date     Condition        Report By
 LX3759  HISTORY     - 1882     MONUMENTED       CGS
 LX3759  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3759  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3759  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3759  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3759  HISTORY     - 1987     GOOD             USPSQD
 LX3759  HISTORY     - 1987     GOOD             USPSQD
 LX3759  HISTORY     - 1988     GOOD             USPSQD
 LX3759
 LX3759                          STATION DESCRIPTION
 LX3759
 LX3759'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3759'IN THE TOWN OF FAIRFIELD ON W SIDE OF THE GREEN AND ON THE AVENUE,
 LX3759'A SHORT DISTANCE NE OF THE TOWN HALL.  CHURCH IS DARK BROWN,
 LX3759'SURROUNDED BY TREES.  IT IS BUILT OF BRICK.  STEEPLE IS ON E END OF
 LX3759'CHURCH, IS SLENDER AND POINTED, AND IS SURMOUNTED BY A BALL AND
 LX3759'CROSS.  IN 1907 H.P. RITTER REPORTED THE STEEPLE AS HAVING QUITE
 LX3759'A BEND IN IT, BEING ABOUT 1 METER OUT OF PLUMB, THE LIST BEING TO
 LX3759'THE SE.  THE LEANING OF THE STEEPLE REPORTED IN 1907 WAS SAID TO
 LX3759'HAVE BEEN GRADUALLY ACQUIRED.
 LX3759
 LX3759                          STATION RECOVERY (1916)
 LX3759
 LX3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3759'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT,
 LX3759'WITH FOLLOWING ADDITIONS--THE STEEPLE WAS STRENGTHENED FIVE OR
 LX3759'SIX YEARS AGO AND IS NOW NEARLY PERPENDICULAR (1916).
 LX3759
 LX3759                          STATION RECOVERY (1933)
 LX3759
 LX3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3759'RECOVERED.  CHURCH IS OPPOSITE TO THE GREEN ON THE S SIDE OF THE
 LX3759'OLD BOSTON POST ROAD AND FACES CIRCULAR DRIVE TO THE TOWN HALL OF
 LX3759'FAIRFIELD.  CHURCH IS RED BRICK WITH SLATE ROOF.  BASE OF SPIRE
 LX3759'IS SQUARE WITH WINDOW IN EACH FACE.  SPIRE IS OCTAGONAL WITH
 LX3759'WINDOWS IN OPPOSITE FACES.  STATION IS THE GILDED CROSS AT TOP
 LX3759'OF SPIRE, HEIGHT ABOUT ONE HUNDRED AND TWENTY FIVE (125) FEET
 LX3759'ABOVE GROUND.
 LX3759
 LX3759                          STATION RECOVERY (1959)
 LX3759
 LX3759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3759'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 LX3759'
 LX3759'THE OLD BOSTON ROAD IS ONE BLOCK SOUTH OF, AND PARALLEL TO, THE
 LX3759'PRESENT BOSTON POST ROAD, WHICH IS ROUTE 1.
 LX3759'
 LX3759'STREET SIGNS ON THE OLD BOSTON ROAD ARE LABELED, OLD POST ROAD.
 LX3759
 LX3759                          STATION RECOVERY (1987)
 LX3759
 LX3759'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJT)
 LX3759'RECOVERED IN GOOD CONDITION.
 LX3759
 LX3759                          STATION RECOVERY (1987)
 LX3759
 LX3759'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3759'RECOVERED IN GOOD CONDITION.
 LX3759
 LX3759                          STATION RECOVERY (1988)
 LX3759
 LX3759'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7587 ***********************************************************************
 LX7587  DESIGNATION -  FAIRFIELD RM 3
 LX7587  PID         -  LX7587
 LX7587  STATE/COUNTY-  CT/FAIRFIELD
 LX7587  USGS QUAD   -  WESTPORT (1975)
 LX7587
 LX7587                         *CURRENT SURVEY CONTROL
 LX7587  ___________________________________________________________________
 LX7587* NAD 83(1996)-  41 09 20.76686(N)    073 15 19.75550(W)     ADJUSTED  
 LX7587* NAVD 88     -        21.5    (meters)      71.     (feet)  VERTCON   
 LX7587  ___________________________________________________________________
 LX7587  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LX7587  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX7587
 LX7587  HORZ ORDER  -  SECOND
 LX7587
 LX7587.The horizontal coordinates were established by classical geodetic methods
 LX7587.and adjusted by the National Geodetic Survey in August 1998..
 LX7587
 LX7587.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7587
 LX7587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7587
 LX7587.The geoid height was determined by GEOID03.
 LX7587
 LX7587;                    North         East     Units Scale Factor Converg.
 LX7587;SPC CT       -   188,333.082   262,371.637   MT  1.00000476   -0 20 06.6
 LX7587;SPC CT       -   617,889.45    860,797.61   sFT  1.00000476   -0 20 06.6
 LX7587;UTM  18      - 4,557,515.824   646,373.278   MT  0.99986369   +1 08 53.8
 LX7587
 LX7587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7587!SPC CT       -   1.00000132  x   1.00000476  =   1.00000608
 LX7587!UTM  18      -   1.00000132  x   0.99986369  =   0.99986501
 LX7587
 LX7587                          SUPERSEDED SURVEY CONTROL
 LX7587
 LX7587  NAD 83(1992)-  41 09 20.76603(N)    073 15 19.75506(W) AD(       ) 2
 LX7587  NAD 83(1986)-  41 09 20.76920(N)    073 15 19.75859(W) AD(       ) 2
 LX7587  NAD 83(1986)-  41 09 20.77095(N)    073 15 19.76153(W) AD(       ) 2
 LX7587  NGVD 29 (01/16/90)   21.8    (m)           72.     (f) VERT ANG       
 LX7587
 LX7587.Superseded values are not recommended for survey control.
 LX7587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7587.See file dsdata.txt to determine how the superseded data were derived.
 LX7587
 LX7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4637357516(NAD 83)
 LX7587_MARKER: DR = REFERENCE MARK DISK
 LX7587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7587+STABILITY: SURFACE MOTION
 LX7587
 LX7587  HISTORY     - Date     Condition        Report By
 LX7587  HISTORY     - 1982     MONUMENTED       NGS
 LX7587
 LX7587                          STATION DESCRIPTION
 LX7587
 LX7587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7587'THE STATION IS LOCATED ABOUT 5.6 (3.5 MI) SOUTH-SOUTHEAST
 LX7587'OF THE SOUTH TIP OF HEMLOCK RESERVIOR, 4.8 KM (3.0 MI)
 LX7587'EAST-SOUTHEAST OF PROSPECT HILL, 3.7 KM (2.3 MI) NORTH OF
 LX7587'PINE CREEK POINT, 1.2 KM (0.75 MI) WEST OF U.S. HIGHWAY 1
 LX7587'AND ON THE GROUNDS OF FAIRFIELD UNIVERSITY.
 LX7587'OWNERSHIP--FAIRFIELD UNIVERSITY, MR FRED W COTTER, DIRECTOR
 LX7587'OF BUILDINGS AND GROUNDS, FAIRFIELD CT, PHONE 203-255-5411.
 LX7587'
 LX7587'TO REACH THE STATION FROM STATE ROUTE 8 WHERE IT
 LX7587'SPLITS INTO INTERSTATE HIGHWAY 95 IN BRIDGEPORT, GO SOUTH ON
 LX7587'INTERSTATE 95 FOR 6.2 KM (3.85 MI) TO EXIT 22.
 LX7587'TURN RIGHT, NORTH, AT THE END OF EXIT RAMP ONTO STATE
 LX7587'ROUTE 135 AND GO 0.2 KM (0.15 MI) TO A SIDE STREET LEFT
 LX7587'AT A TRAFFIC LIGHT.  TURN LEFT, SOUTHWEST, ONTO BARLOW
 LX7587'ROAD AND GO 0.2 KM (0.15 MI) TO AN ENTRANCE TO FAIRFIELD
 LX7587'UNIVERSITY.  TURN RIGHT THROUGH THE ENTRANCE ONTO A
 LX7587'PAVED ROAD AND GO 0.1 KM (0.05 MI) TO A TRACK ROAD RIGHT.
 LX7587'TURN RIGHT ON THE TRACK ROAD AND GO 0.2 KM (0.1 MI) TO
 LX7587'THE EDGE OF THE WOODS AND THE STATION ON THE RIGHT.
 LX7587'
 LX7587'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7587'STAMPED---FAIRFIELD NO 3 1982---,
 LX7587'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7587'FLUSH WITH GROUND.  IT IS LOCATED
 LX7587'28.65 METERS (94 FT) SOUTHEAST FROM A SIX TRUNKED TREE,
 LX7587'3.05 METERS (10 FT) EAST FROM THE APPROXIMATE CENTER OF
 LX7587'A TRACK ROAD AND
 LX7587'1.13 METERS (3.7 FT) WEST FROM A WITNESS POST.
 LX7587'
 LX7587'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7587'AN EDM TRAVERSE CONNECTION WAS MADE TO FAIRFIELD.
 LX7587'
 LX7587'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3764 ***********************************************************************
 LX3764  DESIGNATION -  FAIRFIELD WARNER ESTATE TANK
 LX3764  PID         -  LX3764
 LX3764  STATE/COUNTY-  CT/FAIRFIELD
 LX3764  USGS QUAD   -  WESTPORT (1975)
 LX3764
 LX3764                         *CURRENT SURVEY CONTROL
 LX3764  ___________________________________________________________________
 LX3764* NAD 83(1996)-  41 09 10.33656(N)    073 16 52.49620(W)     ADJUSTED  
 LX3764* NAVD 88     -                                                        
 LX3764  ___________________________________________________________________
 LX3764  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 LX3764  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX3764
 LX3764  HORZ ORDER  -  THIRD
 LX3764
 LX3764.The horizontal coordinates were established by classical geodetic methods
 LX3764.and adjusted by the National Geodetic Survey in August 1998..
 LX3764
 LX3764
 LX3764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3764
 LX3764.The geoid height was determined by GEOID03.
 LX3764
 LX3764;                    North         East     Units Scale Factor Converg.
 LX3764;SPC CT       -   188,024.293   260,207.366   MT  1.00000509   -0 21 08.1
 LX3764;SPC CT       -   616,876.37    853,697.00   sFT  1.00000509   -0 21 08.1
 LX3764;SPC NY L     -   109,764.304   360,332.173   MT  1.00000883   +0 28 12.4
 LX3764;SPC NY L     -   360,118.39  1,182,189.80   sFT  1.00000883   +0 28 12.4
 LX3764;UTM  18      - 4,557,151.161   644,218.040   MT  0.99985598   +1 07 52.5
 LX3764
 LX3764                          SUPERSEDED SURVEY CONTROL
 LX3764
 LX3764  NAD 83(1992)-  41 09 10.33602(N)    073 16 52.49490(W) AD(       ) 4
 LX3764  NAD 83(1986)-  41 09 10.33868(N)    073 16 52.49825(W) AD(       ) 4
 LX3764  NAD 27      -  41 09 09.99200(N)    073 16 54.08200(W) AD(       ) 3
 LX3764
 LX3764.Superseded values are not recommended for survey control.
 LX3764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3764.See file dsdata.txt to determine how the superseded data were derived.
 LX3764
 LX3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4421857151(NAD 83)
 LX3764
 LX3764  HISTORY     - Date     Condition        Report By
 LX3764  HISTORY     - 1933     MONUMENTED       CGS
 LX3764  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3764
 LX3764                          STATION DESCRIPTION
 LX3764
 LX3764'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3764'STATION IS THE CENTER LINE OF A SMALL WOOD TANK SUPPORTED ON
 LX3764'FOUR FABRICATED STEEL LEGS.  ROOF OF TANK IS SHEET METAL AND
 LX3764'PAINTED RED.  IT IS SITUATED ON THE WARNER ESTATE NEAR THE REAR
 LX3764'ENTRANCE AND IS IN BACK OF THE SERVANTS QUARTERS.  A HOTHOUSE IS
 LX3764'NEAR THE TANK AND TO THE E.  TANK IS ABOUT 60 FEET HIGH.  THE
 LX3764'WARNER ESTATE IS LOCATED ON MILL ROAD IN THE TOWN OF FAIRFIELD.
 LX3764
 LX3764                          STATION RECOVERY (1959)
 LX3764
 LX3764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3764'THE TANK HAS BEEN TORN DOWN.  THE ONLY REMAINS IS THE CONCRETE
 LX3764'SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6351 ***********************************************************************
 LX6351  DESIGNATION -  FALKNER IS LIGHTHOUSE
 LX6351  PID         -  LX6351
 LX6351  STATE/COUNTY-  CT/NEW HAVEN
 LX6351  USGS QUAD   -  
 LX6351
 LX6351                         *CURRENT SURVEY CONTROL
 LX6351  ___________________________________________________________________
 LX6351* NAD 83(1996)-  41 12 43.05298(N)    072 39 12.94121(W)     ADJUSTED  
 LX6351* NAVD 88     -                                                        
 LX6351  ___________________________________________________________________
 LX6351  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6351  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX6351
 LX6351  HORZ ORDER  -  THIRD
 LX6351
 LX6351.The horizontal coordinates were established by classical geodetic methods
 LX6351.and adjusted by the National Geodetic Survey in August 1998..
 LX6351
 LX6351
 LX6351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6351
 LX6351.The geoid height was determined by GEOID03.
 LX6351
 LX6351;                    North         East     Units Scale Factor Converg.
 LX6351;SPC CT       -   194,453.887   312,885.630   MT  0.99999881   +0 03 50.1
 LX6351;SPC CT       -   637,970.79  1,026,525.60   sFT  0.99999881   +0 03 50.1
 LX6351;UTM  18      - 4,564,941.528   696,710.099   MT  1.00007625   +1 32 47.1
 LX6351
 LX6351                          SUPERSEDED SURVEY CONTROL
 LX6351
 LX6351  NAD 83(1992)-  41 12 43.05206(N)    072 39 12.94103(W) AD(       ) 4
 LX6351  NAD 83(1986)-  41 12 43.05452(N)    072 39 12.94416(W) AD(       ) 4
 LX6351  NAD 27      -  41 12 42.70100(N)    072 39 14.60800(W) AD(       ) 3
 LX6351
 LX6351.Superseded values are not recommended for survey control.
 LX6351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6351.See file dsdata.txt to determine how the superseded data were derived.
 LX6351
 LX6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9671064942(NAD 83)
 LX6351_MARKER: 13 = LIGHTHOUSE
 LX6351
 LX6351  HISTORY     - Date     Condition        Report By
 LX6351  HISTORY     - UNK      FIRST OBSERVED
 LX6351  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6351  HISTORY     - 1934     GOOD             CGS
 LX6351  HISTORY     - 1961     GOOD             CGS
 LX6351  HISTORY     - 19920101 GOOD             USE
 LX6351  HISTORY     - 19920101 GOOD             USE
 LX6351
 LX6351                          STATION DESCRIPTION
 LX6351
 LX6351'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6351'NOT RECOVERED.  THE LIGHT STATION WAS REBUILT IN 1871 AND MUST
 LX6351'HAVE DISTURBED THE 1833 CENTER.
 LX6351'
 LX6351'SHOULD BE MARKED REBUILT IN THE RECORDS.
 LX6351
 LX6351                          STATION RECOVERY (1934)
 LX6351
 LX6351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6351'THIS POINT WAS RECOVERED AS USED IN 1932.  CENTER IS THE FINIAL
 LX6351'ABOVE THE LANTERN ROOM ON THE LIGHTHOUSE TOWER.
 LX6351
 LX6351                          STATION RECOVERY (1961)
 LX6351
 LX6351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6351'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 LX6351'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX6351
 LX6351                          STATION RECOVERY (1992)
 LX6351
 LX6351'RECOVERY NOTE BY US ENGINEERS 1992 (RMG)
 LX6351'LIGHT HOUSE WAS NOT VISITED, AZIMUTH CHECK FROM VARIOUS STATIONS
 LX6351'CONFIRMED NO CHANGE.
 LX6351
 LX6351                          STATION RECOVERY (1992)
 LX6351
 LX6351'RECOVERY NOTE BY US ENGINEERS 1992 (RMG)
 LX6351'LIGHT HOUSE WAS NOT VISITED, AZIMUTH CHECK FROM VARIOUS STATIONS
 LX6351'CONFIRMED NO CHANGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6010 ***********************************************************************
 LX6010  DESIGNATION -  FAN FRLIKS CHIMNEY
 LX6010  PID         -  LX6010
 LX6010  STATE/COUNTY-  CT/MIDDLESEX
 LX6010  USGS QUAD   -  DEEP RIVER (1971)
 LX6010
 LX6010                         *CURRENT SURVEY CONTROL
 LX6010  ___________________________________________________________________
 LX6010* NAD 83(1996)-  41 26 22.03009(N)    072 26 39.65457(W)     ADJUSTED  
 LX6010* NAVD 88     -                                                        
 LX6010  ___________________________________________________________________
 LX6010  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LX6010  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6010
 LX6010  HORZ ORDER  -  THIRD
 LX6010
 LX6010.The horizontal coordinates were established by classical geodetic methods
 LX6010.and adjusted by the National Geodetic Survey in August 1998..
 LX6010
 LX6010
 LX6010.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6010
 LX6010.The geoid height was determined by GEOID03.
 LX6010
 LX6010;                    North         East     Units Scale Factor Converg.
 LX6010;SPC CT       -   219,759.801   330,344.646   MT  0.99998449   +0 12 09.6
 LX6010;SPC CT       -   720,995.28  1,083,805.73   sFT  0.99998449   +0 12 09.6
 LX6010;UTM  18      - 4,590,694.930   713,509.214   MT  1.00016104   +1 41 31.3
 LX6010
 LX6010                          SUPERSEDED SURVEY CONTROL
 LX6010
 LX6010  NAD 83(1992)-  41 26 22.02929(N)    072 26 39.65430(W) AD(       ) 4
 LX6010  NAD 83(1986)-  41 26 22.03100(N)    072 26 39.65707(W) AD(       ) 4
 LX6010  NAD 27      -  41 26 21.67000(N)    072 26 41.36000(W) AD(       ) 3
 LX6010
 LX6010.Superseded values are not recommended for survey control.
 LX6010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6010.See file dsdata.txt to determine how the superseded data were derived.
 LX6010
 LX6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1350990695(NAD 83)
 LX6010
 LX6010  HISTORY     - Date     Condition        Report By
 LX6010  HISTORY     - 1934     MONUMENTED       CGS
 LX6010  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6010
 LX6010                          STATION DESCRIPTION
 LX6010
 LX6010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6010'THE RESIDENCE OF BERTHA FAN FRLIK IS SITUATED ON THE E SHORE OF
 LX6010'CHAPMAN POND ABOUT 1.7 MILES BELOW THE VILLAGE OF EAST HADDAM,
 LX6010'BY ROAD.
 LX6010'
 LX6010'THE HOUSE IS TWO-STORIES HIGH WITH GABLES FACING N AND S.  IT
 LX6010'IS PAINTED YELLOW WITH GREEN TRIM AND HAS A GREEN COMPOSITION
 LX6010'SHINGLE ROOF.
 LX6010'
 LX6010'A SINGLE RED BRICK CHIMNEY SHOWS IN THE MIDDLE OF THE HOUSE ROOF.
 LX6010'
 LX6010'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6010
 LX6010                          STATION RECOVERY (1948)
 LX6010
 LX6010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6010'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 LX6010'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7133 ***********************************************************************
 LX7133  DESIGNATION -  FARMINGTON TV STA WVIT MAST
 LX7133  PID         -  LX7133
 LX7133  STATE/COUNTY-  CT/HARTFORD
 LX7133  USGS QUAD   -  NEW BRITAIN (1992)
 LX7133
 LX7133                         *CURRENT SURVEY CONTROL
 LX7133  ___________________________________________________________________
 LX7133* NAD 83(1996)-  41 42 02.80566(N)    072 49 55.36759(W)     ADJUSTED  
 LX7133* NAVD 88     -                                                        
 LX7133  ___________________________________________________________________
 LX7133  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX7133  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX7133
 LX7133  HORZ ORDER  -  THIRD
 LX7133
 LX7133.The horizontal coordinates were established by classical geodetic methods
 LX7133.and adjusted by the National Geodetic Survey in August 1998..
 LX7133
 LX7133
 LX7133.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7133
 LX7133.The geoid height was determined by GEOID03.
 LX7133
 LX7133;                    North         East     Units Scale Factor Converg.
 LX7133;SPC CT       -   248,741.626   297,971.325   MT  0.99998738   -0 03 15.8
 LX7133;SPC CT       -   816,079.82    977,594.26   sFT  0.99998738   -0 03 15.8
 LX7133;SPC MA M     -   828,701.005    89,127.667   MT  1.00000236   -0 53 41.2
 LX7133;SPC MA M     - 2,718,829.88    292,413.02   sFT  1.00000236   -0 53 41.2
 LX7133;UTM  18      - 4,618,825.852   680,388.445   MT  1.00000044   +1 26 33.4
 LX7133
 LX7133                          SUPERSEDED SURVEY CONTROL
 LX7133
 LX7133  NAD 83(1996)-  41 42 02.80518(N)    072 49 55.36767(W) AD(       ) 4
 LX7133  NAD 83(1992)-  41 42 02.80534(N)    072 49 55.36792(W) AD(       ) 4
 LX7133  NAD 83(1992)-  41 42 02.80691(N)    072 49 55.36928(W) AD(       ) 4
 LX7133  NAD 83(1986)-  41 42 02.80758(N)    072 49 55.36950(W) AD(       ) 4
 LX7133  NAD 27      -  41 42 02.44219(N)    072 49 57.01615(W) AD(       ) 3
 LX7133
 LX7133.Superseded values are not recommended for survey control.
 LX7133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7133.See file dsdata.txt to determine how the superseded data were derived.
 LX7133
 LX7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8038818826(NAD 83)
 LX7133_MARKER: 42 = RADIO/TV MAST
 LX7133
 LX7133  HISTORY     - Date     Condition        Report By
 LX7133  HISTORY     - 1980     FIRST OBSERVED   NGS
 LX7133
 LX7133                          STATION DESCRIPTION
 LX7133
 LX7133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7133'THE STATION, FARMINGTON TELEVISION STATION CHANNEL
 LX7133'30 MAST, IS A LIGHT
 LX7133'ATOP, NOT CENTER, OF THE TRIANGULAR SHAPED GUYED MAST,
 LX7133'PAINTED RED AND AN OVERALL HEIGHT OF 563 METERS (1849 FEET).
 LX7133'
 LX7133'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHWEST OF UNIONVILLE,
 LX7133'3.2 KM (2.0 MI) SOUTH OF STATE HIGHWAY 4, 1.6 KM (1 MI) EAST OF
 LX7133'THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 6, AND
 LX7133'ON FARMINGTON MOUNTAIN RIDGE.
 LX7133'OWNERSHIP--VIACOM BROADCASTING CO, WVIT CHANNEL 30, 1422 N B
 LX7133'AVENUE, WEST HARTFORD, CT 06107, PHONE 203-521-3030.
 LX7133'
 LX7133'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7134 ***********************************************************************
 LX7134  DESIGNATION -  FARMINGTON TV STA WHNB MAST
 LX7134  PID         -  LX7134
 LX7134  STATE/COUNTY-  CT/HARTFORD
 LX7134  USGS QUAD   -  NEW BRITAIN (1992)
 LX7134
 LX7134                         *CURRENT SURVEY CONTROL
 LX7134  ___________________________________________________________________
 LX7134* NAD 83(1996)-  41 42 03.27952(N)    072 49 55.95023(W)     ADJUSTED  
 LX7134* NAVD 88     -                                                        
 LX7134  ___________________________________________________________________
 LX7134  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LX7134  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX7134
 LX7134  HORZ ORDER  -  THIRD
 LX7134
 LX7134.The horizontal coordinates were established by classical geodetic methods
 LX7134.and adjusted by the National Geodetic Survey in August 1998..
 LX7134
 LX7134
 LX7134.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7134
 LX7134.The geoid height was determined by GEOID03.
 LX7134
 LX7134;                    North         East     Units Scale Factor Converg.
 LX7134;SPC CT       -   248,756.258   297,957.868   MT  0.99998739   -0 03 16.2
 LX7134;SPC CT       -   816,127.82    977,550.11   sFT  0.99998739   -0 03 16.2
 LX7134;UTM  18      - 4,618,840.128   680,374.610   MT  1.00000038   +1 26 33.0
 LX7134
 LX7134                          SUPERSEDED SURVEY CONTROL
 LX7134
 LX7134  NAD 83(1996)-  41 42 03.27901(N)    072 49 55.95035(W) AD(       ) 4
 LX7134  NAD 83(1992)-  41 42 03.27910(N)    072 49 55.95071(W) AD(       ) 4
 LX7134  NAD 83(1992)-  41 42 03.28088(N)    072 49 55.95175(W) AD(       ) 4
 LX7134  NAD 83(1986)-  41 42 03.28122(N)    072 49 55.95221(W) AD(       ) 4
 LX7134  NAD 27      -  41 42 02.91545(N)    072 49 57.59772(W) AD(       ) 3
 LX7134
 LX7134.Superseded values are not recommended for survey control.
 LX7134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7134.See file dsdata.txt to determine how the superseded data were derived.
 LX7134
 LX7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8037518840(NAD 83)
 LX7134_MARKER: 42 = RADIO/TV MAST
 LX7134
 LX7134  HISTORY     - Date     Condition        Report By
 LX7134  HISTORY     - 1978     FIRST OBSERVED   NGS
 LX7134  HISTORY     - 1981     SEE DESCRIPTION  NGS
 LX7134
 LX7134                          STATION DESCRIPTION
 LX7134
 LX7134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7134'THE STATION IS THE TOP CENTER OF RED LIGHT ATOP THE FARMINGTON
 LX7134'TELEVISION STATION WHNB MAST.  IT IS A GUYED TRIANGULAR SHAPED
 LX7134'MAST WITH A SPEAR SHAPED ANTENNA ON TOP AND A RECTANGULAR
 LX7134'SHAPED ANTENNA ABOUT MIDWAY ON THE MAST.  IT IS PAINTED IN
 LX7134'ALTERNATE SECTIONS OF RED AND WHITE AND IS APPROXIMATELY 572
 LX7134'FEET IN HEIGHT.  IT IS THE NORTH ONE OF TWO SIMILAR MAST THAT
 LX7134'ARE CLOSE TOGETHER.
 LX7134'
 LX7134'IT IS LOCATED ABOUT 1 MILE NORTH-NORTHWEST OF NEW BRITIAN
 LX7134'AND ON PROPERTY OWNED BY CONNECTICUT TELEVISION
 LX7134'INCORPORATED.
 LX7134'
 LX7134'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY
 LX7134'10 JUST SOUTHWEST OF FARMINGTON.  GO EASTERLY ON
 LX7134'U.S. HIGHWAY 6 FOR
 LX7134'0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST
 LX7134'UPHILL ON A NARROW PAVED ROAD FOR 0.55 MILE TO THE STATION ON
 LX7134'THE LEFT BY SOME BUILDINGS AND JUST BEFORE REACHING THE TOP OF
 LX7134'THE HILL.
 LX7134'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
 LX7134
 LX7134                          STATION RECOVERY (1981)
 LX7134
 LX7134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7134'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 LX7134'EXCEPTIONS.  THE MAST HAS BEEN RAISED TO 327 METERS (1072 FT)
 LX7134'AND THE CALL LETTERS HAVE BEEN CHANGED TO WVIT.
 LX7134'
 LX7134'OWNERSHIP--FARMINGTON WVIT TELEVISION STATION, FARMINGTON CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5249 ***********************************************************************
 LX5249  DESIGNATION -  FEELEY
 LX5249  PID         -  LX5249
 LX5249  STATE/COUNTY-  CT/NEW LONDON
 LX5249  USGS QUAD   -  NEW LONDON (1984)
 LX5249
 LX5249                         *CURRENT SURVEY CONTROL
 LX5249  ___________________________________________________________________
 LX5249* NAD 83(1996)-  41 19 42.00207(N)    072 07 27.43834(W)     ADJUSTED  
 LX5249* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 LX5249  ___________________________________________________________________
 LX5249  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LX5249  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX5249
 LX5249  HORZ ORDER  -  FIRST
 LX5249
 LX5249.The horizontal coordinates were established by classical geodetic methods
 LX5249.and adjusted by the National Geodetic Survey in August 1998..
 LX5249
 LX5249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5249
 LX5249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5249
 LX5249.The geoid height was determined by GEOID03.
 LX5249
 LX5249;                    North         East     Units Scale Factor Converg.
 LX5249;SPC CT       -   207,563.425   357,181.852   MT  0.99998953   +0 24 53.6
 LX5249;SPC CT       -   680,981.00  1,171,854.13   sFT  0.99998953   +0 24 53.6
 LX5249;SPC NY L     -   130,684.968   457,020.269   MT  1.00002969   +1 13 36.7
 LX5249;SPC NY L     -   428,755.60  1,499,407.33   sFT  1.00002969   +1 13 36.7
 LX5249;UTM  18      - 4,579,196.372   740,660.692   MT  1.00031284   +1 53 59.8
 LX5249
 LX5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5249!SPC CT       -   0.99999950  x   0.99998953  =   0.99998903
 LX5249!SPC NY L     -   0.99999950  x   1.00002969  =   1.00002919
 LX5249!UTM  18      -   0.99999950  x   1.00031284  =   1.00031234
 LX5249
 LX5249:                Primary Azimuth Mark                     Grid Az
 LX5249:SPC CT       -  NEW LONDON SECOND CONG CHURCH            030 28 07.9
 LX5249:SPC NY L     -  NEW LONDON SECOND CONG CHURCH            029 39 24.8
 LX5249:UTM  18      -  NEW LONDON SECOND CONG CHURCH            028 59 01.7
 LX5249
 LX5249|---------------------------------------------------------------------|
 LX5249| PID    Reference Object                     Distance      Geod. Az  |
 LX5249|                                                           dddmmss.s |
 LX5249| LX5243 NEW LONDON SECOND CONG CHURCH       APPROX. 3.7 KM 0305301.5 |
 LX5249| LX5242 ST JAMES CHURCH SPIRE               APPROX. 3.8 KM 0331210.3 |
 LX5249| LX5236 NEW LONDON FIRST CONG CH SPIRE      APPROX. 3.7 KM 0374228.3 |
 LX5249| LX5354 NEW LONDON SNETC MICROWAVE          APPROX. 3.6 KM 0375505.8 |
 LX5249| CZ7330 FEELEY RM 1                          12.672 METERS 05851     |
 LX5249| LX5244 LAWRENCE MEMORIAL HOSP STACK        APPROX. 1.8 KM 0614428.2 |
 LX5249| LX5250 HARKNESS WINDMILL                   APPROX. 3.0 KM 1605624.7 |
 LX5249| CZ7331 FEELEY RM 2                           8.189 METERS 17826     |
 LX5249| LX5419 JORDAN CHURCH TOWER                 APPROX. 2.2 KM 1880410.1 |
 LX5249| LX5417 SEASIDE SANITARIUM ELEV TANK        APPROX. 2.8 KM 1933759.4 |
 LX5249| LX5415 NEW LONDON COUNTRY CLUB FLAG        APPROX. 1.5 KM 2360101.0 |
 LX5249| LX5404 MELCERS CHIMNEY                     APPROX. 3.1 KM 3020323.3 |
 LX5249| LX5509 MANETUCK 3 RM 10                    APPROX. 3.6 KM 3224413.0 |
 LX5249| LX5420 GREEN FARM ICE CREAM CONE           APPROX. 1.6 KM 3563908.0 |
 LX5249| CZ7332 FEELEY RM 3                                        35934     |
 LX5249|---------------------------------------------------------------------|
 LX5249
 LX5249                          SUPERSEDED SURVEY CONTROL
 LX5249
 LX5249  NAD 83(1992)-  41 19 42.00090(N)    072 07 27.43755(W) AD(       ) 1
 LX5249  NAD 83(1986)-  41 19 42.00215(N)    072 07 27.44242(W) AD(       ) 1
 LX5249  NAD 27      -  41 19 41.65287(N)    072 07 29.16564(W) AD(       ) 1
 LX5249  NGVD 29 (07/19/86)   34.1    (m)          112.     (f) VERT ANG       
 LX5249
 LX5249.Superseded values are not recommended for survey control.
 LX5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5249.See file dsdata.txt to determine how the superseded data were derived.
 LX5249
 LX5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4066179196(NAD 83)
 LX5249_MARKER: DS = TRIANGULATION STATION DISK
 LX5249_SETTING: 66 = SET IN ROCK OUTCROP
 LX5249_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5249+STABILITY: POSITION/ELEVATION WELL
 LX5249
 LX5249  HISTORY     - Date     Condition        Report By
 LX5249  HISTORY     - 1934     MONUMENTED       CGS
 LX5249  HISTORY     - 1954     GOOD             CGS
 LX5249  HISTORY     - 1971     GOOD             CTDT
 LX5249  HISTORY     - 1975     GOOD             NGS
 LX5249  HISTORY     - 1984     GOOD             USPSQD
 LX5249  HISTORY     - 1984     GOOD             USPSQD
 LX5249
 LX5249                          STATION DESCRIPTION
 LX5249
 LX5249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5249'TURN S ON THE FIRST ROAD E OF THE INTERSECTION OF THE SHORE
 LX5249'ROAD AND THE BOSTON POST ROAD AND GO 0.9 MILE TO THE END OF
 LX5249'THE ROAD KNOWN AS MINERS LANE.  THE STATION IS ON THE HIGHEST
 LX5249'PART OF THE HILL AND W OF A TWO-STORY FRAME FARMHOUSE.  THE
 LX5249'PROPERTY IS OWNED BY MRS. EMILY FEELEY.  THE STATION IS A
 LX5249'STANDARD DISC SET IN AN OUTCROPPING LEDGE.
 LX5249'
 LX5249'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5249'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5249'NOS.1 AND 2, AND AZIMUTH MARK ARE STANDARD BRONZE DISCS SET IN
 LX5249'OUTCROPPING BEDROCK.
 LX5249'
 LX5249'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN LEDGE
 LX5249'NE AND SE OF THE STATION RESPECTIVELY.  REFERENCE MARK NO.3 IS
 LX5249'A STANDARD DISC SET IN A LEDGE N OF THE STATION AND ABOUT 120
 LX5249'METERS DISTANT.  REFERENCE MARK NO.3 IS APPROXIMATELY 120 METERS
 LX5249'DISTANT FROM THE STATION IN A DIRECTION OF 36 DEG 58 MIN 00 SEC
 LX5249'FROM THE INITIAL, MANETUCK 2.
 LX5249'
 LX5249'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LX5249
 LX5249                          STATION RECOVERY (1954)
 LX5249
 LX5249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5249'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED
 LX5249'IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE AND
 LX5249'COMPLETE.
 LX5249
 LX5249                          STATION RECOVERY (1971)
 LX5249
 LX5249'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5249'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5249'REACH THE STATION FROM NEW LONDON AT THE INTERSECTION OF ROUTE
 LX5249'213 AND ROUTE 1A GO WEST ON ROUTE 1A FOR 1.0 MILE MINOR LANE,
 LX5249'TURN LEFT, SOUTH AND GO 0.9 MILE TO LAST HOUSE ON THE
 LX5249'STREET.  THE STATION IS 123 FEET WEST OF A 2-1/2 STORY FRAME
 LX5249'HOUSE OWNED BY MC DONNEL.
 LX5249
 LX5249                          STATION RECOVERY (1975)
 LX5249
 LX5249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5249'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 LX5249'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND LONGER
 LX5249'BY 0.012 METERS AND THE DISTANCE TO REFERENCE MARK 2 CHECKED.  THE
 LX5249'ANGLE BETWEEN REFERENCE MARKS 1 AND 2 CHECKED.  THE ANGLE FROM
 LX5249'REFERENCE MARK 3 TO REFERENCE MARK 1 WAS FOUND TO BE LESS BY 02
 LX5249'MINUTES AND 45 SECONDS AND THE ANGLE TO REFERENCE MARK 2 WAS
 LX5249'FOUND TO BE LESS BY 02 MINUTES AND 09 SECONDS.  THE 1934
 LX5249'DISTANCE TO REFERENCE MARK 3 WAS APPROXIMATED AT 120 METERS.
 LX5249'THIS DISTANCE COULD NOT BE CHECKED DUE TO TREES AND BRUSH ON
 LX5249'LINE.  THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 COULD NOT BE
 LX5249'CHECKED DUE TO TREES ON LINE.  A COMPLETE NEW DESCRIPTION
 LX5249'FOLLOWS.
 LX5249'
 LX5249'STATION IS ABOUT 2 MILES SOUTH-SOUTHWEST OF NEW LONDON, 1-3/4
 LX5249'MILES NORTHWEST OF OCEAN BEACH, 1-1/2 MILES SOUTHEAST OF
 LX5249'WATERFORD, AT THE SOUTH END OF MINER LANE, BEHIND THE HOUSE OF
 LX5249'AND ON PROPERTY OWNED BY MRS. L. MC DONNELL, POST OFFICE BOX 153,
 LX5249'WATERFORD, CONNECTICUT.  PHONE NUMBER 442-7698.
 LX5249'
 LX5249'TO REACH THE STATION FROM THE POST OFFICE IN WATERFORD, GO
 LX5249'SOUTHEAST ON U.S. HIGHWAY 1A FOR 0.15 MILE TO THE JUNCTION OF
 LX5249'STATE HIGHWAY 156.  CONTINUE SOUTHEAST AND EAST ON HIGHWAY 1A
 LX5249'FOR 0.25 MILE TO THE JUNCTION OF MINER LANE.  TURN RIGHT AND GO
 LX5249'SOUTH ON MINER LANE FOR 0.9 MILE TO A GATE AT THE END OF THE
 LX5249'ROAD.  PASS THROUGH THE GATE, TURN RIGHT AND GO WEST UPHILL FOR
 LX5249'0.05 MILE TO THE HIGHEST POINT AND STATION BEHIND A HOUSE AS
 LX5249'DESCRIBED.
 LX5249'
 LX5249'STATION MARK, STAMPED FEELEY 1934, IS A STANDARD DISK CEMENTED
 LX5249'IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH IS FLUSH ON THE
 LX5249'NORTH SIDE AND PROJECTS ABOUT 3 FEET ON THE SOUTH SIDE ABOVE
 LX5249'THE GROUND SURFACE.  IT IS 120 FEET WEST OF THE NORTHWEST
 LX5249'CORNER OF THE HOUSE, 36 FEET NORTH OF THE NORTHWEST CORNER OF THE
 LX5249'WEST 1 OF 2 SHEDS, 16 FEET NORTH OF A 4-INCH CEDAR TREE AND
 LX5249'10 FEET NORTH OF THE SOUTH EDGE OF THE ROCK OUTCROP.
 LX5249'
 LX5249'REFERENCE MARK 1, STAMPED FEELEY 1934 NO 1, IS A STANDARD DISK
 LX5249'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH PROJECTS
 LX5249'ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 82 FEET WEST OF
 LX5249'THE NORTHWEST CORNER OF THE HOUSE, 62 FEET NORTHEAST OF THE
 LX5249'NORTHWEST CORNER OF THE WEST 1 OF 2 SHEDS, 31.5 FEET NORTHWEST
 LX5249'OF A 4-INCH SPRUCE TREE AND 27 FEET WEST OF THE NORTHWEST
 LX5249'CORNER OF A ROCK FIRE PLACE.
 LX5249'
 LX5249'REFERENCE MARK 2, STAMPED FEELEY 1934 NO 2, IS A STANDARD DISK
 LX5249'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH IS FLUSH
 LX5249'ON THE NORTH SIDE AND PROJECTS ABOUT 2 FEET ON THE SOUTH SIDE
 LX5249'ABOVE THE GROUND SURFACE.  IT IS 62 FEET WEST OF THE 4-INCH
 LX5249'SPRUCE TREE, 12 FEET SOUTHWEST OF THE 4-INCH CEDAR TREE AND 10
 LX5249'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WEST 1 OF 2 SHEDS.
 LX5249'
 LX5249'REFERENCE MARK 3, STAMPED FEELEY NO 3 1934, IS A STANDARD DISK
 LX5249'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH IS ABOUT
 LX5249'12 BY 12 FEET IN SIZE AND PROJECTS ABOUT 4 FEET ABOVE THE
 LX5249'GROUND SURFACE.  IT IS ABOUT 120 METERS NORTH OF THE STATION.
 LX5249'
 LX5249'NOTE--NO MEASUREMENT BETWEEN THE RMS DUE TO SHRUBBERY ON LINE.
 LX5249'
 LX5249'HEIGHT OF LIGHT ABOVE STATION MARK 75.6 FEET.
 LX5249'
 LX5249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5249'1-1/2 MILES SOUTHEAST OF WATERFORD.
 LX5249
 LX5249                          STATION RECOVERY (1984)
 LX5249
 LX5249'RECOVERY NOTE BY US POWER SQUADRON 1984 (JRR)
 LX5249'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION AND
 LX5249'AS DESCRIBED.
 LX5249
 LX5249                          STATION RECOVERY (1984)
 LX5249
 LX5249'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5249'FEELEY 1934 FOUND GOOD.
 LX5249'FEELEY 1934 RM NO. 1 FOUND GOOD.
 LX5249'FEELEY 1934 RM NO. 2 FOUND GOOD.
 LX5249'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4747 ***********************************************************************
 LX4747  DESIGNATION -  FELLOWS
 LX4747  PID         -  LX4747
 LX4747  STATE/COUNTY-  CT/NEW LONDON
 LX4747  USGS QUAD   -  NORWICH (1983)
 LX4747
 LX4747                         *CURRENT SURVEY CONTROL
 LX4747  ___________________________________________________________________
 LX4747* NAD 83(1996)-  41 31 06.70432(N)    072 04 07.92804(W)     ADJUSTED  
 LX4747* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 LX4747  ___________________________________________________________________
 LX4747  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LX4747  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX4747
 LX4747  HORZ ORDER  -  THIRD
 LX4747
 LX4747.The horizontal coordinates were established by classical geodetic methods
 LX4747.and adjusted by the National Geodetic Survey in August 1998..
 LX4747
 LX4747.The orthometric height was scaled from a topographic map.
 LX4747
 LX4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4747
 LX4747.The geoid height was determined by GEOID03.
 LX4747
 LX4747;                    North         East     Units Scale Factor Converg.
 LX4747;SPC CT       -   228,721.008   361,654.688   MT  0.99998318   +0 27 05.9
 LX4747;SPC CT       -   750,395.51  1,186,528.76   sFT  0.99998318   +0 27 05.9
 LX4747;UTM  18      - 4,600,470.224   744,583.698   MT  1.00033624   +1 56 38.0
 LX4747;UTM  19      - 4,600,869.540   243,921.667   MT  1.00040708   -2 02 07.2
 LX4747
 LX4747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4747!SPC CT       -   0.99998974  x   0.99998318  =   0.99997292
 LX4747!UTM  18      -   0.99998974  x   1.00033624  =   1.00032598
 LX4747!UTM  19      -   0.99998974  x   1.00040708  =   1.00039682
 LX4747
 LX4747|---------------------------------------------------------------------|
 LX4747| PID    Reference Object                     Distance      Geod. Az  |
 LX4747|                                                           dddmmss.s |
 LX4747| CZ7336 FELLOWS RM 1                          7.640 METERS 03459     |
 LX4747| LW3590 VORTAC NORWICH ORW                  APPROX. 7.2 KM 0540154.3 |
 LX4747| CZ7337 FELLOWS RM 2                         12.540 METERS 13638     |
 LX4747| LX4759 DAHL CO STACK                       APPROX. 1.8 KM 2251448.5 |
 LX4747| LX4760 INTERNATIONAL SILVER CO STACK       APPROX. 1.4 KM 2293058.0 |
 LX4747| LX4768 MOUNT PLEASANT SCHOOL CUPOLA        APPROX. 1.7 KM 2755937.4 |
 LX4747| LX4770 LARSONS BARN CUPOLA                 APPROX. 2.5 KM 3061604.7 |
 LX4747| LX4765 NORWICH TRINITY CHURCH TOWER        APPROX. 1.1 KM 3082457.8 |
 LX4747| LX4750 BETH JACOB SYNAGOGUE TOWER          APPROX. 1.0 KM 3162047.8 |
 LX4747| LX4754 NORWICH FIRST CONG CH TOWER         APPROX. 4.1 KM 3263451.3 |
 LX4747| LX4763 PARK CHURCH                         APPROX. 2.2 KM 3304213.8 |
 LX4747| LX4764 SLATER MEMORIAL SPIRE               APPROX. 2.2 KM 3321221.1 |
 LX4747| LX4749 NORWICH ST PATRICKS CH SPIRE        APPROX. 1.6 KM 3325142.8 |
 LX4747| LX4746 NORWICH ST JOSEPH CH SPIRE          APPROX. 1.0 KM 3573444.7 |
 LX4747|---------------------------------------------------------------------|
 LX4747
 LX4747                          SUPERSEDED SURVEY CONTROL
 LX4747
 LX4747  NAD 83(1992)-  41 31 06.70336(N)    072 04 07.92738(W) AD(       ) 3
 LX4747  NAD 83(1986)-  41 31 06.70401(N)    072 04 07.92957(W) AD(       ) 3
 LX4747  NAD 27      -  41 31 06.34600(N)    072 04 09.64900(W) AD(       ) 3
 LX4747
 LX4747.Superseded values are not recommended for survey control.
 LX4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4747.See file dsdata.txt to determine how the superseded data were derived.
 LX4747
 LX4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4458400470(NAD 83)
 LX4747
 LX4747  HISTORY     - Date     Condition        Report By
 LX4747  HISTORY     - 1874     MONUMENTED       CGS
 LX4747  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX4747  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX4747  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4747
 LX4747                          STATION DESCRIPTION
 LX4747
 LX4747'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (HGO)
 LX4747'ON THE SIDE OF TORY HILL.  A RANGE THROUGH BROADWAY CHURCH AND A
 LX4747'ROCK COMES ABOUT 16 INCHES S OF THE STATION.  A TRIANGLE WAS CUT
 LX4747'ON THE SURFACE OF A LARGE ROCK E OF THE STATION, AND DISTANT
 LX4747'THEREFORM 6 FEET 6-1/2 INCHES.  STATION MARKED BY A GLASS BOTTLE
 LX4747'BURIED SO THAT TOP OF NECK IS LEVEL WITH SURFACE OF GROUND.
 LX4747
 LX4747                          STATION RECOVERY (1934)
 LX4747
 LX4747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4747'THE BOTTLE WAS FOUND IN GOOD CONDITION ALONG WITH SMALL BOTTLE
 LX4747'UNDERNEATH PROBABLY SUB-MARK.  A LEDGE WAS UNCOVERED 1 FOOT BELOW
 LX4747'THE SURFACE AND A STANDARD DISK WAS SET IN A DRILL HOLE.  A
 LX4747'STANDARD DISK WAS SET IN A 12- BY 12- BY 16-INCH CONCRETE BLOCK AND
 LX4747'ANCHORED TO LEDGE BY BOLTS.
 LX4747'
 LX4747'THE HILL IS NO LONGER CALLED TORY BUT IS CALLED HINCKLEY HILL BY
 LX4747'THE NATIVES.  THE STATION IS ON THE N SIDE OF THE HILL ABOUT 90
 LX4747'METERS FROM THE SUMMIT.  THE STATION IS BEST REACHED FROM THE
 LX4747'INTERSECTION OF TALMAN STREET AND HINCKLEY STREET GO 3/10 MILE
 LX4747'ON HINCKLEY STREET, STATION IS ABOUT 150 METERS NE UP THE SIDE
 LX4747'OF A VERY STEEP HILL AND ON THE PROPERTY OF MR. EDWARDS.
 LX4747'
 LX4747'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN LEDGE 7.64 METERS
 LX4747'NE OF STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN LEDGE
 LX4747'SE OF STATION 12.54 METERS.  OLD WITNESS MARK DEEP TRIANGLE IN
 LX4747'BOULDER 1.88 METERS E OF STATION.  THIS DISTANCE DID NOT CHECK
 LX4747'THE OLD DISTANCE EXCEPT WHEN MEASURED ON AN INCLINE.  REFERENCE
 LX4747'MARK NO.1 TO REFERENCE MARK NO.2 IS 15.97 METERS.
 LX4747
 LX4747                          STATION RECOVERY (1954)
 LX4747
 LX4747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX4747'STATION AND BOTH REFERENCE MARKS RECOVERED AS DESCRIBED BY G.C.M.
 LX4747'IN 1934.  TALMAN STREET INTERSECTS STATE ROUTE 12 LEADING INTO
 LX4747'NORWICH AT THE S END OF THE HIGHWAY BRIDGE OVER SHETUCKET RIVER.
 LX4747
 LX4747                          STATION RECOVERY (1961)
 LX4747
 LX4747'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4747'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 LX4747'GOOD CONDITION.  THE STATION IS STAMPED FELLOWS 1934 AND THE
 LX4747'R.M.S ARE STAMPED FELLOWS NO 1 1934 AND FELLOWS NO 2 1934.
 LX4747'
 LX4747'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND
 LX4747'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5838 ***********************************************************************
 LX5838  DESIGNATION -  FERRY HILL
 LX5838  PID         -  LX5838
 LX5838  STATE/COUNTY-  CT/MIDDLESEX
 LX5838  USGS QUAD   -  OLD LYME (1976)
 LX5838
 LX5838                         *CURRENT SURVEY CONTROL
 LX5838  ___________________________________________________________________
 LX5838* NAD 83(1996)-  41 18 58.10652(N)    072 21 55.65938(W)     ADJUSTED  
 LX5838* NAVD 88     -        48.4    (meters)     159.     (feet)  VERTCON   
 LX5838  ___________________________________________________________________
 LX5838  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX5838  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX5838
 LX5838  HORZ ORDER  -  SECOND
 LX5838
 LX5838.The horizontal coordinates were established by classical geodetic methods
 LX5838.and adjusted by the National Geodetic Survey in August 1998..
 LX5838
 LX5838.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5838
 LX5838.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5838
 LX5838.The geoid height was determined by GEOID03.
 LX5838
 LX5838;                    North         East     Units Scale Factor Converg.
 LX5838;SPC CT       -   206,091.252   336,998.375   MT  0.99999031   +0 15 17.9
 LX5838;SPC CT       -   676,151.05  1,105,635.50   sFT  0.99999031   +0 15 17.9
 LX5838;SPC NY L     -   128,926.466   436,858.930   MT  1.00002794   +1 04 08.8
 LX5838;SPC NY L     -   422,986.25  1,433,261.34   sFT  1.00002794   +1 04 08.8
 LX5838;UTM  18      - 4,577,201.081   720,516.812   MT  1.00019849   +1 44 24.2
 LX5838
 LX5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5838!SPC CT       -   0.99999718  x   0.99999031  =   0.99998749
 LX5838!SPC NY L     -   0.99999718  x   1.00002794  =   1.00002512
 LX5838!UTM  18      -   0.99999718  x   1.00019849  =   1.00019567
 LX5838
 LX5838                          SUPERSEDED SURVEY CONTROL
 LX5838
 LX5838  NAD 83(1992)-  41 18 58.10556(N)    072 21 55.65905(W) AD(       ) 2
 LX5838  NAD 83(1986)-  41 18 58.10744(N)    072 21 55.66242(W) AD(       ) 2
 LX5838  NAD 27      -  41 18 57.75400(N)    072 21 57.36500(W) AD(       ) 2
 LX5838  NGVD 29 (07/19/86)   48.7    (m)          160.     (f) VERT ANG       
 LX5838
 LX5838.Superseded values are not recommended for survey control.
 LX5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5838.See file dsdata.txt to determine how the superseded data were derived.
 LX5838
 LX5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2051777201(NAD 83)
 LX5838_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5838_SETTING: 80 = SET IN A BOULDER
 LX5838_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5838+STABILITY: SURFACE MOTION
 LX5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5838+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 LX5838
 LX5838  HISTORY     - Date     Condition        Report By
 LX5838  HISTORY     - 1934     MONUMENTED       CGS
 LX5838  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5838  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5838  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5838  HISTORY     - 1975     GOOD             NGS
 LX5838  HISTORY     - 1984     GOOD             USPSQD
 LX5838  HISTORY     - 19970403 GOOD             USPSQD
 LX5838  HISTORY     - 20051201 GOOD             USPSQD
 LX5838
 LX5838                          STATION DESCRIPTION
 LX5838
 LX5838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5838'THIS STATION IS ON THE HIGHEST PART OF FERRY HILL.  TO APPROACH
 LX5838'FROM THE HIGHWAY OVERPASS IN SAYBROOK NEAR RAILROAD STATION--GO
 LX5838'EASTERLY ON BOSTON POST ROAD (ROUTE 1) 0.7 MILE.  BEAR LEFT ON
 LX5838'OLD POST ROAD.  GO 0.5 MILE TO A POINT JUST BEYOND THE
 LX5838'INTERSECTION WITH THE FERRY APPROACH.  STATION LIES ON THE
 LX5838'BRUSH-COVERED HILL NORTHWESTERLY OF THIS POINT ON LAND
 LX5838'BELONGING TO LEWIS MARCOLINO.  THE STATION IS ON THE
 LX5838'LARGEST BOULDER ON TOP OF THE HILL.  THE BOULDER MEASURES
 LX5838'ABOUT 3 METERS N AND S, 3.5 METERS E AND W AND IS ABOUT 1
 LX5838'METER HIGH.  ANOTHER SIMILAR BOULDER BEARS N 55 DEG W (MAGNETIC)
 LX5838'AND IS APPROXIMATELY 40 METERS DISTANT.
 LX5838'
 LX5838'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5838'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NO. 1 AND
 LX5838'REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS SET IN A BOULDER
 LX5838'AS DESCRIBED IN NOTES 12C.
 LX5838'
 LX5838'REFERENCE MARK NO. 1 IS IN AN OUTCROPPING BOULDER MEASURING ABOUT
 LX5838'3 BY 2 FEET BY 1.5 FEET HIGH.  IT BEARS N 75 DEG E (MAGNETIC).
 LX5838'
 LX5838'REFERENCE MARK NO. 2 IS IN AN OUTCROPPING CONICAL BOULDER
 LX5838'MEASURING ABOUT 3.5 BY 3 FEET BY 1.5 FEET HIGH.  IT BEARS S 20 DEG
 LX5838'E (MAGNETIC).
 LX5838'
 LX5838'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5838
 LX5838                          STATION RECOVERY (1948)
 LX5838
 LX5838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5838'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LX5838'CONDITION.  DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LX5838'
 LX5838'. . . . . . GO 1/2 MILE TO A POINT 1,000 FEET BEYOND THE
 LX5838'INTERSECTION WITH THE FERRY ROAD.  TURN LEFT ON PRIVATE ROAD TO
 LX5838'TOP OF FERRY HILL.  ALL MARKS ARE JUST N OF TURN-BACK IN PRIVATE
 LX5838'ROAD.
 LX5838
 LX5838                          STATION RECOVERY (1961)
 LX5838
 LX5838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5838'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE
 LX5838'DISTANCES WERE CHECKED AND FOUND TO BE CORRECT.  THE STATION WAS
 LX5838'STAMPED, FERRY HILL 1934 AND THE R.M.S WERE STAMPED, FERRY HILL
 LX5838'NO 1 1934 AND FERRY HILL NO 2 1934.  THE ORIGINAL DESCRIPTION BY
 LX5838'G.C.M. IN 1934 IS COMPLETE WITH THE FOLLOWING ADDITIONS.  TO
 LX5838'REACH THE STATION, GO S. ON THE CONN. TURNPIKE TO EXIT 68 AND
 LX5838'PROCEED RIGHT AT THIS SECONDARY RD. FOR .50 MILES TO A PRIVATE
 LX5838'RD. ON THE LEFT.  GO LEFT ON THIS PRIVATE RD. FOR .25 MILE TO
 LX5838'TOP OF HILL AND HOUSE.  STATION IS 200 FT. N.E. OF HOUSE IN A
 LX5838'WOODED AREA.
 LX5838
 LX5838                          STATION RECOVERY (1971)
 LX5838
 LX5838'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5838'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5838'REACH THE STATION FROM OLD SAYBROOK AT THE BALDWIN BRIDGE, GO
 LX5838'WEST TO EXIT 68 AND TAKE A SHARP RIGHT ON SPRINGBROOK ROAD, GO
 LX5838'0.32 MILE NORTHEAST TO A PRIVATE DRIVE OF R. LA MAY ON THE LEFT,
 LX5838'WEST, FOLLOW THE DRIVE FOR 0.26 MILE TO STATION AND FOLLOW THE
 LX5838'SKETCH.
 LX5838'
 LX5838'7 FT X 8 FT X 4 FT HIGH BOULDER STATION FERRY HILL.
 LX5838
 LX5838                          STATION RECOVERY (1975)
 LX5838
 LX5838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5838'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX5838'GOOD CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS CHECKED
 LX5838'WITH THE 1934 DESCRIPTION.  THE DISTANCE FROM THE STATION TO
 LX5838'THE REFERENCE MARKS CHECKED.  THE DISTANCE FROM REFERENCE MARK 1
 LX5838'TO REFERENCE MARK 2 WAS FOUND LONGER BY 0.01 METER.  DUE TO AN
 LX5838'OVERHEAD POWER LINE, A REFERENCE MARK 3 WAS SET AND OCCUPIED AT
 LX5838'THIS TIME.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5838'
 LX5838'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ESSEX, 1-3/4
 LX5838'MILES NORTH OF OLD SAYBROOK, 1 MILE WEST OF THE CONNECTICUT
 LX5838'RIVER, ON FERRY HILL AND ON THE PROPERTY OR MR. DICK LA MAY, 40
 LX5838'RIVER ROAD, OLD SAYBROOK, CONNECTICUT.  PHONE 203-388-3562.
 LX5838'
 LX5838'TO REACH THE STATION FROM THE CENTER OF THE RAYMOND E. BALDWIN
 LX5838'BRIDGE OVER THE CONNECTICUT RIVER, ON INTERSTATE HIGHWAY 95,
 LX5838'JUST EAST OF OLD SAYBROOK, GO WEST ON HIGHWAY 95 FOR 1.0 MILE
 LX5838'TO EXIT 68, OLD SAYBROOK.  BEAR RIGHT ON EXIT 68 AND GO WEST
 LX5838'FOR ABOUT 300 FEET TO THE JUNCTION WITH OLD SAYBROOK ROAD.  TURN
 LX5838'SHARP RIGHT AND GO EAST AND NORTH ON OLD SAYBROOK ROAD FOR 0.4
 LX5838'MILE TO THE SECOND DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST
 LX5838'ON THE SECOND DRIVEWAY AS PER SIGN (FERRY HILL), FOR 0.25 MILE
 LX5838'TO A CIRCLE DRIVE.  KEEP TO THE RIGHT AND CONTINUE WESTERLY
 LX5838'FOR ABOUT 50 FEET TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX5838'
 LX5838'THE STATION MARK, STAMPED FERRY HILL 1934, IS A STANDARD DISK
 LX5838'CEMENTED IN A DRILL HOLE IN A 10-FOOT BOULDER THAT PROJECTS 4
 LX5838'FEET.  IT IS 96 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 72
 LX5838'FEET WEST OF A METAL WITNESS POST, 52.5 FEET NORTHWEST OF A
 LX5838'12-INCH TREE WITH A TRIANGLE BLAZE AND 6 FEET SOUTH OF A POWER
 LX5838'LINE RIGHT-OF-WAY.
 LX5838'
 LX5838'REFERENCE MARK 1, STAMPED FERRY HILL NO 1 1934, IS A STANDARD
 LX5838'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 LX5838'PROJECTS 1 FOOT.  IT IS 135 FEET NORTH OF THE CENTER OF THE
 LX5838'DRIVEWAY, 56.5 FEET NORTHEAST OF THE 12-INCH TRIANGLE BLAZED
 LX5838'TREE, 18.5 FEET SOUTH OF THE POWER LINE RIGHT-OF-WAY AND 4.2
 LX5838'FEET SOUTHEAST OF A METAL WITNESS POST.
 LX5838'
 LX5838'REFERENCE MARK 2, STAMPED FERRY HILL NO 2 1934, IS A STANDARD
 LX5838'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 LX5838'PROJECTS 1 FOOT.  IT IS 65 FEET SOUTH OF THE POWER LINE
 LX5838'RIGHT-OF-WAY, 54 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 31 FEET
 LX5838'SOUTHWEST OF THE 12-INCH TRIANGLE BLAZED TREE AND 5.5 FEET
 LX5838'NORTHEAST OF A METAL WITNESS POST.
 LX5838'
 LX5838'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED FERRY HILL 1934 NO
 LX5838'3 1975.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST THAT
 LX5838'PROJECTS 2 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS SET
 LX5838'IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE
 LX5838'GROUND SURFACE.  THEY ARE 84 FEET NORTH OF THE CENTER OF THE
 LX5838'DRIVEWAY, 69 FEET SOUTH OF THE POWER LINE RIGHT-OF-WAY, 12 FEET
 LX5838'EAST OF THE 12-INCH TRIANGLE BLAZED TREE AND 4.3 FEET NORTHWEST
 LX5838'OF A METAL WITNESS POST.
 LX5838'
 LX5838'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX5838'
 LX5838'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5838'1-3/4 MILES NORTH OF OLD SAYBROOK.
 LX5838
 LX5838                          STATION RECOVERY (1984)
 LX5838
 LX5838'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5838'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  TO REACH THE
 LX5838'STATION FROM THE BALDWIN BRIDGE AT OLD SAYBROOK, GO WEST TO EXIT 68
 LX5838'AND TAKE A SHARP RIGHT ON SPRINGBROOK RD.  GO 0.5 MILE N.E. TO
 LX5838'OVERLOOK DR. ON THE LEFT.  GO 0.1 MILE ON OVERBROOK, TURN LEFT ON
 LX5838'DRUMMERS TR., GO 0.2 MILE TO PRIVATE DRIVE ON RIGHT, LEADING UP
 LX5838'STEEP HILL.  PROCEED UP DRIVE AND FOLLOW SKETCH.  (AS SHOWN ON 1971
 LX5838'RECOVERY REPORT.)
 LX5838
 LX5838                          STATION RECOVERY (1997)
 LX5838
 LX5838'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5838'RECOVERED IN GOOD CONDITION.
 LX5838
 LX5838                          STATION RECOVERY (2005)
 LX5838
 LX5838'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5838'THE DRIVEWAY IS AT 6 DRUMMERS TR., .1 MILE UP ON LEFT AND NORTH OF
 LX5838'POLE 2602.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5860 ***********************************************************************
 LX5860  DESIGNATION -  FERRY HILL RM 3
 LX5860  PID         -  LX5860
 LX5860  STATE/COUNTY-  CT/MIDDLESEX
 LX5860  USGS QUAD   -  OLD LYME (1976)
 LX5860
 LX5860                         *CURRENT SURVEY CONTROL
 LX5860  ___________________________________________________________________
 LX5860* NAD 83(1996)-  41 18 57.90378(N)    072 21 54.87319(W)     ADJUSTED  
 LX5860* NAVD 88     -        48.0    (meters)     157.     (feet)  VERTCON   
 LX5860  ___________________________________________________________________
 LX5860  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX5860  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX5860
 LX5860  HORZ ORDER  -  FIRST
 LX5860
 LX5860.The horizontal coordinates were established by classical geodetic methods
 LX5860.and adjusted by the National Geodetic Survey in August 1998..
 LX5860
 LX5860.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5860
 LX5860.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5860
 LX5860.The geoid height was determined by GEOID03.
 LX5860
 LX5860;                    North         East     Units Scale Factor Converg.
 LX5860;SPC CT       -   206,085.079   337,016.688   MT  0.99999031   +0 15 18.4
 LX5860;SPC CT       -   676,130.80  1,105,695.58   sFT  0.99999031   +0 15 18.4
 LX5860;SPC NY L     -   128,920.554   436,877.330   MT  1.00002793   +1 04 09.4
 LX5860;SPC NY L     -   422,966.85  1,433,321.71   sFT  1.00002793   +1 04 09.4
 LX5860;UTM  18      - 4,577,195.383   720,535.283   MT  1.00019859   +1 44 24.7
 LX5860
 LX5860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5860!SPC CT       -   0.99999724  x   0.99999031  =   0.99998755
 LX5860!SPC NY L     -   0.99999724  x   1.00002793  =   1.00002517
 LX5860!UTM  18      -   0.99999724  x   1.00019859  =   1.00019583
 LX5860
 LX5860|---------------------------------------------------------------------|
 LX5860| PID    Reference Object                     Distance      Geod. Az  |
 LX5860|                                                           dddmmss.s |
 LX5860| CZ7338 FERRY HILL RM 1                      15.972 METERS 00349     |
 LX5860| LX5784 HUBBARD                             APPROX. 3.9 KM 0391908.4 |
 LX5860| LX5790 OLD LYME CONG CHURCH SPIRE          APPROX. 2.8 KM 0971659.0 |
 LX5860| LX5926 OLD SAYBROOK DONNELLEY TANK         APPROX. 4.1 KM 2260133.1 |
 LX5860| CZ7339 FERRY HILL RM 2                      12.488 METERS 22637     |
 LX5860| LX5838 FERRY HILL                           19.326 METERS 28853     |
 LX5860| LX5921 ESSEX CONN WATER STANDPIPE          APPROX. 5.4 KM 3263643.2 |
 LX5860|---------------------------------------------------------------------|
 LX5860
 LX5860                          SUPERSEDED SURVEY CONTROL
 LX5860
 LX5860  NAD 83(1992)-  41 18 57.90281(N)    072 21 54.87286(W) AD(       ) 1
 LX5860  NAD 83(1986)-  41 18 57.90476(N)    072 21 54.87646(W) AD(       ) 1
 LX5860  NAD 27      -  41 18 57.55125(N)    072 21 56.57884(W) AD(       ) 1
 LX5860  NGVD 29 (07/19/86)   48.3    (m)          158.     (f) VERT ANG       
 LX5860
 LX5860.Superseded values are not recommended for survey control.
 LX5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5860.See file dsdata.txt to determine how the superseded data were derived.
 LX5860
 LX5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2053577195(NAD 83)
 LX5860_MARKER: DR = REFERENCE MARK DISK
 LX5860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5860+STABILITY: SURFACE MOTION
 LX5860
 LX5860  HISTORY     - Date     Condition        Report By
 LX5860  HISTORY     - 1975     MONUMENTED       NGS
 LX5860  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX5860
 LX5860                          STATION DESCRIPTION
 LX5860
 LX5860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5860'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ESSEX, 1-3/4
 LX5860'MILES NORTH OF OLD SAYBROOK, 1 MILE WEST OF THE CONNECTICUT
 LX5860'RIVER, ON FERRY HILL AND ON THE PROPERTY OF MR. DICK LA MAY, 40
 LX5860'RIVER ROAD, OLD SAYBROOK, CONNECTICUT.  PHONE 203-388-3562.
 LX5860'
 LX5860'TO REACH THE STATION FROM THE CENTER OF THE RAYMOND E. BALDWIN
 LX5860'BRIDGE OVER THE CONNECTICUT RIVER, ON INTERSTATE HIGHWAY 95,
 LX5860'JUST EAST OF OLD SAYBROOK, GO WEST ON HIGHWAY 95 FOR 1.0 MILE TO
 LX5860'EXIT 68, OLD SAYBROOK, BEAR RIGHT ON EXIT 68 AND GO WEST FOR
 LX5860'ABOUT 300 FEET TO THE JUNCTION WITH OLD SAYBROOK ROAD.  TURN
 LX5860'SHARP RIGHT AND GO EAST AND NORTH ON OLD SAYBROOK ROAD FOR 0.4
 LX5860'MILE TO THE SECOND DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WEST
 LX5860'ON THE SECOND DRIVEWAY AS PER SIGN (FERRY HILL) FOR 0.25 MILE
 LX5860'TO A CIRCLE DRIVE.  KEEP TO THE RIGHT AND CONTINUE WESTERLY
 LX5860'FOR ABOUT 50 FEET TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX5860'
 LX5860'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 LX5860'FERRY HILL 1934 NO 3 1975.  THE SURFACE MARK IS SET IN A ROUND
 LX5860'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  THE
 LX5860'UNDERGROUND MARK IS IS SET IN AN IRREGULAR MASS OF CONCRETE
 LX5860'ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 84 FEET
 LX5860'NORTH OF THE CENTER OF THE DRIVEWAY, 69 FEET SOUTH OF A POWER
 LX5860'LINE RIGHT-OF-WAY, 12 FEET EAST OF A 12-INCH TREE WITH A TRIANGLE
 LX5860'BLAZE AND 4.3 FEET NORTHWEST OF A METAL WITNESS POST.
 LX5860'
 LX5860'REFERENCE MARK 1, STAMPED FERRY HILL NO 1 1934, IS A STANDARD
 LX5860'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 LX5860'PROJECTS 1 FOOT.  IT IS 135 FEET NORTH OF THE CENTER OF THE
 LX5860'DRIVEWAY, 56.5 FEET NORTHEAST OF THE 12-INCH TRIANGLE BLAZED
 LX5860'TREE, 18.5 FEET SOUTH OF THE POWER LINE RIGHT-OF-WAY AND 4.2
 LX5860'FEET SOUTHEAST OF A METAL WITNESS POST.
 LX5860'
 LX5860'REFERENCE MARK 2, STAMPED FERRY HILL NO 2 1934, IS A STANDARD
 LX5860'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 LX5860'PROJECTS 1 FOOT.  IT IS 65 FEET SOUTH OF THE POWER LINE
 LX5860'RIGHT-OF-WAY, 54 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 31 FEET
 LX5860'SOUTHWEST OF THE 12-INCH TRIANGLE BLAZED TREE AND 5.5 FEET
 LX5860'NORTHEAST OF A METAL WITNESS POST.
 LX5860'
 LX5860'FERRY HILL 1934, STAMPED FERRY HILL 1934, IS A STANDARD
 LX5860'STATION MARK DISK CEMENTED IN A DRILL HOLE IN A 10-FOOT BOULDER
 LX5860'THAT PROJECTS 4 FEET.  IT IS 96 FEET NORTH OF THE CENTER OF THE
 LX5860'DRIVEWAY, 72 FEET WEST OF A METAL WITNESS POST, 52.5 FEET
 LX5860'NORTHWEST OF THE 12-INCH TRIANGLE BLAZED TREE AND 6 FEET SOUTH
 LX5860'OF THE POWER LINE RIGHT-OF-WAY.
 LX5860'
 LX5860'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 LX5860
 LX5860                          STATION RECOVERY (1997)
 LX5860
 LX5860'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5793 ***********************************************************************
 LX5793  DESIGNATION -  FERRY POINT
 LX5793  PID         -  LX5793
 LX5793  STATE/COUNTY-  CT/MIDDLESEX
 LX5793  USGS QUAD   -  OLD LYME (1976)
 LX5793
 LX5793                         *CURRENT SURVEY CONTROL
 LX5793  ___________________________________________________________________
 LX5793* NAD 83(1996)-  41 19 19.91073(N)    072 21 04.02435(W)     ADJUSTED  
 LX5793* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5793  ___________________________________________________________________
 LX5793  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LX5793  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX5793
 LX5793  HORZ ORDER  -  THIRD
 LX5793
 LX5793.The horizontal coordinates were established by classical geodetic methods
 LX5793.and adjusted by the National Geodetic Survey in August 1998..
 LX5793
 LX5793.The orthometric height was scaled from a topographic map.
 LX5793
 LX5793.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5793
 LX5793.The geoid height was determined by GEOID03.
 LX5793
 LX5793;                    North         East     Units Scale Factor Converg.
 LX5793;SPC CT       -   206,769.342   338,196.217   MT  0.99998992   +0 15 52.1
 LX5793;SPC CT       -   678,375.75  1,109,565.42   sFT  0.99998992   +0 15 52.1
 LX5793;SPC NY L     -   129,621.534   438,047.063   MT  1.00002880   +1 04 42.6
 LX5793;SPC NY L     -   425,266.65  1,437,159.41   sFT  1.00002880   +1 04 42.6
 LX5793;UTM  18      - 4,577,910.140   721,696.927   MT  1.00020492   +1 44 59.1
 LX5793
 LX5793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5793!SPC CT       -   1.00000466  x   0.99998992  =   0.99999458
 LX5793!SPC NY L     -   1.00000466  x   1.00002880  =   1.00003346
 LX5793!UTM  18      -   1.00000466  x   1.00020492  =   1.00020958
 LX5793
 LX5793:                Primary Azimuth Mark                     Grid Az
 LX5793:SPC CT       -  BOWENS CHIMNEY                           006 50 20.1
 LX5793:SPC NY L     -  BOWENS CHIMNEY                           006 01 29.6
 LX5793:UTM  18      -  BOWENS CHIMNEY                           005 21 13.1
 LX5793
 LX5793|---------------------------------------------------------------------|
 LX5793| PID    Reference Object                     Distance      Geod. Az  |
 LX5793|                                                           dddmmss.s |
 LX5793| LX5846 BOWENS CHIMNEY                      APPROX. 2.3 KM 0070612.2 |
 LX5793| LX5806 GARDNERS CHIMNEY                    APPROX. 1.1 KM 0633908.9 |
 LX5793| LX5805 RIGGS CHIMNEY                       APPROX. 0.9 KM 1125805.6 |
 LX5793| LX5848 BRIDGE CONTROL HOUSE                450.381 METERS 1175726.1 |
 LX5793| CZ7340 FERRY POINT RM 1                     21.410 METERS 25253     |
 LX5793| LX5798 DANIELS CHIMNEY                      63.768 METERS 31558     |
 LX5793| CZ7341 FERRY POINT RM 2                     34.630 METERS 32810     |
 LX5793|---------------------------------------------------------------------|
 LX5793
 LX5793                          SUPERSEDED SURVEY CONTROL
 LX5793
 LX5793  NAD 83(1992)-  41 19 19.90976(N)    072 21 04.02402(W) AD(       ) 3
 LX5793  NAD 83(1986)-  41 19 19.91159(N)    072 21 04.02749(W) AD(       ) 3
 LX5793  NAD 27      -  41 19 19.55900(N)    072 21 05.73500(W) AD(       ) 3
 LX5793
 LX5793.Superseded values are not recommended for survey control.
 LX5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5793.See file dsdata.txt to determine how the superseded data were derived.
 LX5793
 LX5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2169777910(NAD 83)
 LX5793_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5793_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5793+STABILITY: SURFACE MOTION
 LX5793
 LX5793  HISTORY     - Date     Condition        Report By
 LX5793  HISTORY     - 1934     MONUMENTED       CGS
 LX5793  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5793  HISTORY     - 1984     GOOD             USPSQD
 LX5793  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX5793  HISTORY     - 19981128 MARK NOT FOUND   USPSQD
 LX5793  HISTORY     - 20051201 GOOD             USPSQD
 LX5793
 LX5793                          STATION DESCRIPTION
 LX5793
 LX5793'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5793'THIS STATION IS ON TOP OF THE BANK AT THE EASTERLY SIDE OF
 LX5793'FERRY POINT.  THE FERRY POINT REALTY DEVELOPMENT IS THE PROPERTY
 LX5793'OF GEORGE E. KIRTLAND INCORPORATED.  THE STATION IS 1.8 METERS N
 LX5793'OF THE N SIDE OF TILLY ROAD, WHICH IS A RIGHT OF WAY TO THE
 LX5793'BEACH LEADING TO STEPS AND A SMALL DOCK AT THE RIVERS
 LX5793'EDGE.  STATION IS 2.7 METERS W OF THE EDGE OF THE BANK AND
 LX5793'40.5 METERS E OF THE CENTER LINE OF RIVERSIDE AVENUE.  JUST S
 LX5793'OF TILLY ROAD THE LAND MAKES A SMOOTH BUT STEEP APPROACH TO
 LX5793'THE RIVER THROUGH A DEEP GULLY.
 LX5793'
 LX5793'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX5793'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX5793'
 LX5793'REFERENCE MARK NO.1 IS ALMOST DIRECTLY ON LINE OF THE N SIDE
 LX5793'OF TILLY ROAD AND 18.8 METERS E OF THE CENTER LINE OF RIVERSIDE
 LX5793'AVENUE.  IT BEARS S 85 DEG W (MAGNETIC).  REFERENCE MARK NO.2
 LX5793'IS 1.1 METERS BACK FROM THE EDGE OF THE BANK AND IN EDGE OF CLUMP
 LX5793'OF WHITE BIRCHES.  IT BEARS N 20 DEG W (MAGNETIC).
 LX5793'
 LX5793'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5793
 LX5793                          STATION RECOVERY (1971)
 LX5793
 LX5793'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5793'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD
 LX5793'CONDITION.  REFERENCE MARK 1 WAS DESTROYED.
 LX5793'
 LX5793'THE STATION IS LOCATED ON THE WEST SIDE OF THE CONNECTICUT RIVER
 LX5793'0.26 MILE NORTH OF THE BALDWIN BRIDGE I-95.  TO REACH THE STATION
 LX5793'FROM THE INTERSECTION OF FERRY ROAD AND RIVERSIDE AVENUE GO
 LX5793'NORTHEAST OF RIVERSIDE AVENUE FOR 0.24 MILE TO THE STATION AND
 LX5793'FOLLOW SKETCH.
 LX5793
 LX5793                          STATION RECOVERY (1984)
 LX5793
 LX5793'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5793'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LX5793'DESCRIPTION IS ADEQUATE.
 LX5793
 LX5793                          STATION RECOVERY (1997)
 LX5793
 LX5793'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5793'MARK NOT FOUND.
 LX5793
 LX5793                          STATION RECOVERY (1998)
 LX5793
 LX5793'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5793'MARK NOT FOUND.
 LX5793
 LX5793                          STATION RECOVERY (2005)
 LX5793
 LX5793'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3926 ***********************************************************************
 LX3926  DESIGNATION -  FIELD
 LX3926  PID         -  LX3926
 LX3926  STATE/COUNTY-  CT/FAIRFIELD
 LX3926  USGS QUAD   -  GLENVILLE (1971)
 LX3926
 LX3926                         *CURRENT SURVEY CONTROL
 LX3926  ___________________________________________________________________
 LX3926* NAD 83(1996)-  41 00 05.12623(N)    073 37 40.58357(W)     ADJUSTED  
 LX3926* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3926  ___________________________________________________________________
 LX3926  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 LX3926  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX3926
 LX3926  HORZ ORDER  -  THIRD
 LX3926
 LX3926.The horizontal coordinates were established by classical geodetic methods
 LX3926.and adjusted by the National Geodetic Survey in August 1998..
 LX3926
 LX3926.The orthometric height was scaled from a topographic map.
 LX3926
 LX3926.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3926
 LX3926.The geoid height was determined by GEOID03.
 LX3926
 LX3926;                    North         East     Units Scale Factor Converg.
 LX3926;SPC CT       -   171,443.157   230,935.915   MT  1.00002600   -0 34 55.7
 LX3926;SPC CT       -   562,476.42    757,662.25   sFT  1.00002600   -0 34 55.7
 LX3926;SPC NY E     -   241,071.988   223,362.424   MT  0.99996622   +0 34 19.8
 LX3926;SPC NY E     -   790,917.01    732,814.89   sFT  0.99996622   +0 34 19.8
 LX3926;UTM  18      - 4,539,821.689   615,391.431   MT  0.99976388   +0 54 01.0
 LX3926
 LX3926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3926!SPC CT       -   1.00000470  x   1.00002600  =   1.00003070
 LX3926!SPC NY E     -   1.00000470  x   0.99996622  =   0.99997092
 LX3926!UTM  18      -   1.00000470  x   0.99976388  =   0.99976858
 LX3926
 LX3926:                Primary Azimuth Mark                     Grid Az
 LX3926:SPC CT       -  STAMFORD HARBOR LIGHTHOUSE               079 50 43.7
 LX3926:SPC NY E     -  STAMFORD HARBOR LIGHTHOUSE               078 41 28.2
 LX3926:UTM  18      -  STAMFORD HARBOR LIGHTHOUSE               078 21 47.0
 LX3926
 LX3926|---------------------------------------------------------------------|
 LX3926| PID    Reference Object                     Distance      Geod. Az  |
 LX3926|                                                           dddmmss.s |
 LX3926| LX3902 STAMFORD HARBOR LIGHTHOUSE          APPROX. 7.3 KM 0791548.0 |
 LX3926|---------------------------------------------------------------------|
 LX3926
 LX3926                          SUPERSEDED SURVEY CONTROL
 LX3926
 LX3926  NAD 83(1992)-  41 00 05.12563(N)    073 37 40.58328(W) AD(       ) 3
 LX3926  NAD 83(1986)-  41 00 05.12690(N)    073 37 40.58323(W) AD(       ) 3
 LX3926  NAD 83(1986)-  41 00 05.12700(N)    073 37 40.58332(W) AD(       ) 3
 LX3926  NAD 27      -  41 00 04.77300(N)    073 37 42.12800(W) AD(       ) 3
 LX3926
 LX3926.Superseded values are not recommended for survey control.
 LX3926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3926.See file dsdata.txt to determine how the superseded data were derived.
 LX3926
 LX3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1539139822(NAD 83)
 LX3926_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3926_SETTING: 66 = SET IN ROCK OUTCROP
 LX3926
 LX3926  HISTORY     - Date     Condition        Report By
 LX3926  HISTORY     - 1933     MONUMENTED       CGS
 LX3926  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX3926  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX3926
 LX3926                          STATION DESCRIPTION
 LX3926
 LX3926'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 LX3926'STATION IS ABOUT 150 FEET S OF A LARGE GREEN-ROOF STUCCO MANSION,
 LX3926'NEARLY IN LINE BETWEEN GREAT CAPTAIN ISLAND LIGHTHOUSE AND THE
 LX3926'EASTERLY CHIMNEY OF SAID MANSION.
 LX3926'
 LX3926'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX3926'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE AND
 LX3926'WITNESS MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 LX3926'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12B.
 LX3926'
 LX3926'TRIANGULATION STATION FIELD LIES ON A LARGER GENTLY SLOPING
 LX3926'LEDGE PROJECTING INTO GREAT CAPTAIN HARBOR BAY AT THE MOST
 LX3926'SOUTHERLY POINT OF THE EASTERN HALF OF THE PENINSULA BETWEEN BYRAM
 LX3926'HARBOR AND GREENWICH HARBOR.
 LX3926'
 LX3926'IT IS SITUATED ON THE WESTERLY ONE OF THE TWO LEDGE ROCK
 LX3926'PROJECTIONS FORMING A DOUBLE-POINT AT FIELD POINT (GREAT CAPTAINS
 LX3926'HARBOR).
 LX3926
 LX3926                          STATION RECOVERY (1957)
 LX3926
 LX3926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3926'REFERENCE MARKS 1, 2 AND 3 RECOVERED AS DESCRIBED.  THE STATION
 LX3926'MARK WAS NOT RECOVERED.  THE LOCATION OF THE STATION WAS DETERMINED
 LX3926'BY MEASUREMENTS FROM THE REFERENCE MARKS.  THERE IS A SHALLOW
 LX3926'DRILL HOLE CLOSE BY THIS LOCATION AND SHOULD NOT BE CONFUSED FOR
 LX3926'THE STATION.  THE STATION WAS NOT REMARKED AT THIS TIME.  THE
 LX3926'DIRECTIONS TO THE REFERENCE MARKS ARE IN ERROR BY 180 DEG.
 LX3926
 LX3926                          STATION RECOVERY (1963)
 LX3926
 LX3926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EKM)
 LX3926'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE STATION
 LX3926'MARK WAS NOT FOUND AND IS BELIEVED TO BE DESTROYED.
 LX3926'
 LX3926'THE GREEN-ROOF STUCCO MANSION MENTIONED IN THE PREVIOUS
 LX3926'DESCRIPTION IS NO LONGER THERE, BUT THE SUMMER HOME OF W.T. GRANT
 LX3926'NOW STANDS ON APPROXIMATELY THE SAME SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6549 ***********************************************************************
 LX6549  DESIGNATION -  FIELD
 LX6549  PID         -  LX6549
 LX6549  STATE/COUNTY-  CT/NEW HAVEN
 LX6549  USGS QUAD   -  MOUNT CARMEL (1984)
 LX6549
 LX6549                         *CURRENT SURVEY CONTROL
 LX6549  ___________________________________________________________________
 LX6549* NAD 83(1996)-  41 29 32.44187(N)    072 58 44.28585(W)     ADJUSTED  
 LX6549* NAVD 88     -       274.8    (meters)     902.     (feet)  VERTCON   
 LX6549  ___________________________________________________________________
 LX6549  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LX6549  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX6549
 LX6549  HORZ ORDER  -  FIRST
 LX6549
 LX6549.The horizontal coordinates were established by classical geodetic methods
 LX6549.and adjusted by the National Geodetic Survey in August 1998..
 LX6549
 LX6549.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6549
 LX6549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6549
 LX6549.The geoid height was determined by GEOID03.
 LX6549
 LX6549;                    North         East     Units Scale Factor Converg.
 LX6549;SPC CT       -   225,614.219   285,680.723   MT  0.99998340   -0 09 06.6
 LX6549;SPC CT       -   740,202.65    937,270.84   sFT  0.99998340   -0 09 06.6
 LX6549;UTM  18      - 4,595,386.081   668,705.108   MT  0.99995027   +1 20 21.4
 LX6549
 LX6549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6549!SPC CT       -   0.99996148  x   0.99998340  =   0.99994488
 LX6549!UTM  18      -   0.99996148  x   0.99995027  =   0.99991175
 LX6549
 LX6549:                Primary Azimuth Mark                     Grid Az
 LX6549:SPC CT       -  WAZER                                    012 33 35.7
 LX6549:UTM  18      -  WAZER                                    011 04 07.7
 LX6549
 LX6549|---------------------------------------------------------------------|
 LX6549| PID    Reference Object                     Distance      Geod. Az  |
 LX6549|                                                           dddmmss.s |
 LX6549| LX7194 WAZER                               APPROX. 9.7 KM 0122429.1 |
 LX6549| LX7197 WATERBURY BYAM RD STANDPIPE         APPROX. 6.5 KM 0124035.8 |
 LX6549| CZ7342 FIELD RM 1                           27.040 METERS 01328     |
 LX6549| CZ7343 FIELD RM 2                           23.819 METERS 25647     |
 LX6549|---------------------------------------------------------------------|
 LX6549
 LX6549                          SUPERSEDED SURVEY CONTROL
 LX6549
 LX6549  NAD 83(1992)-  41 29 32.44117(N)    072 58 44.28600(W) AD(       ) 1
 LX6549  NAD 83(1986)-  41 29 32.44331(N)    072 58 44.28836(W) AD(       ) 1
 LX6549  NAD 27      -  41 29 32.09333(N)    072 58 45.91025(W) AD(       ) 1
 LX6549  NGVD 29 (07/19/86)  275.1    (m)          903.     (f) VERT ANG       
 LX6549
 LX6549.Superseded values are not recommended for survey control.
 LX6549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6549.See file dsdata.txt to determine how the superseded data were derived.
 LX6549
 LX6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6870595386(NAD 83)
 LX6549_MARKER: DH = HORIZONTAL CONTROL DISK
 LX6549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6549+STABILITY: SURFACE MOTION
 LX6549
 LX6549  HISTORY     - Date     Condition        Report By
 LX6549  HISTORY     - 1981     MONUMENTED       NGS
 LX6549  HISTORY     - 19910305 MARK NOT FOUND   USPSQD
 LX6549
 LX6549                          STATION DESCRIPTION
 LX6549
 LX6549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6549'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) SOUTH FROM THE
 LX6549'JUNCTION OF STATE HIGHWAYS 68 AND 69 IN PROSPECT, 0.4 KM (0.25 MI)
 LX6549'WEST OF HIGHWAY 69, ON GROUNDS OF THE FIELDSTONE COUNTRY CLUB
 LX6549'GOLF COURSE, EAST SIDE OF A PINE TREE LINED ROAD.
 LX6549'OWNERSHIP--LARRY MCCUE, COURSE PRO, FIELDSTONE COUNTRY CLUB,
 LX6549'NEW HAVEN AVENUE, PROSPECT CT, PHONE 203-758-5055.
 LX6549'
 LX6549'TO REACH THE STATION FROM STATE HIGHWAYS 68 AND 69 IN PROSPECT.
 LX6549'GO SOUTH ON HIGHWAY 69 FOR 0.9 KM (0.55 MI) TO A PAVED ROAD
 LX6549'RIGHT AND SIGN FIELDSTONE COUNTRY CLUB.  TURN RIGHT AND GO WEST FOR
 LX6549'0.2 KM (0.15 MI) TO PARKING ENTRANCE ON THE LEFT, BEAR RIGHT,
 LX6549'UPHILL FOR 0.2 KM (0.1 MI) TO THE END OF PAVEMENT OF A NORTH-SOUTH
 LX6549'ROAD, CONTINUE SOUTH ON GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO THE
 LX6549'STATION ON THE LEFT, EAST SIDE OF A ROW OF PINE TREES.
 LX6549'
 LX6549'THE STATION IS A STANDARD NGS DISK
 LX6549'STAMPED---FIELD 1981---,
 LX6549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX6549'FLUSH WITH GROUND.  IT IS LOCATED
 LX6549'13.6 METERS (44.62 FT) EAST-SOUTHEAST FROM CENTERLINE OF A GRAVEL
 LX6549'ROAD,
 LX6549'8.7 METERS (28.55 FT) NORTH FROM THE NORTHEAST CORNER OF GOLF TEE,
 LX6549'7.4 METERS (24.27 FT) EAST FROM TREE LINE OF LARGE PINE TREES AND
 LX6549'3.6 METERS (11.81 FT) WEST FROM EDGE OF WOODS.
 LX6549'EAST SIDE OF ROAD,
 LX6549'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6549'STAMPED---FIELD 1981---,
 LX6549'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX6549'
 LX6549'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6549'STAMPED---FIELD 1981 NO 1---,
 LX6549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX6549'FLUSH WITH GROUND.  IT IS LOCATED
 LX6549'11.9 METERS (39.04 FT) EAST-SOUTHEAST FROM CENTERLINE OF THE
 LX6549'GRAVEL ROAD,
 LX6549'5.1 METERS (16.73 FT) WEST-NORTHWEST FROM EDGE OF WOODS AND
 LX6549'5.7 METERS (18.7 FT) EAST FROM LINE OF LARGE PINE TREES ON EAST
 LX6549'SIDE OF ROAD.
 LX6549'MARK IS LEVEL WITH STATION.
 LX6549'
 LX6549'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6549'STAMPED---FIELD 1981 NO 2---,
 LX6549'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6549'7.4 METERS (24.3 FT) WEST-NORTHWEST FROM CENTER OF THE GRAVEL
 LX6549'ROAD AND
 LX6549'7.1 METERS (23.3 FT) EAST FROM EAST EDGE OF A SAND TRAP.
 LX6549'MARK IS LEVEL WITH STATION.
 LX6549'
 LX6549'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.8 METERS.
 LX6549'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX6549
 LX6549                          STATION RECOVERY (1991)
 LX6549
 LX6549'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX6549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3403 ***********************************************************************
 LW3403  DESIGNATION -  FINDLAYS CHIMNEY
 LW3403  PID         -  LW3403
 LW3403  STATE/COUNTY-  CT/NEW LONDON
 LW3403  USGS QUAD   -  MYSTIC (1984)
 LW3403
 LW3403                         *CURRENT SURVEY CONTROL
 LW3403  ___________________________________________________________________
 LW3403* NAD 83(1996)-  41 20 59.37090(N)    071 55 35.18572(W)     ADJUSTED  
 LW3403* NAVD 88     -                                                        
 LW3403  ___________________________________________________________________
 LW3403  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LW3403  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW3403
 LW3403  HORZ ORDER  -  THIRD
 LW3403
 LW3403.The horizontal coordinates were established by classical geodetic methods
 LW3403.and adjusted by the National Geodetic Survey in August 1998..
 LW3403
 LW3403
 LW3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3403
 LW3403.The geoid height was determined by GEOID03.
 LW3403
 LW3403;                    North         East     Units Scale Factor Converg.
 LW3403;SPC CT       -   210,089.022   373,721.441   MT  0.99998826   +0 32 45.8
 LW3403;SPC CT       -   689,267.07  1,226,117.76   sFT  0.99998826   +0 32 45.8
 LW3403;SPC RI       -    29,683.642    64,311.901   MT  1.00000942   -0 16 54.2
 LW3403;SPC RI       -    97,387.08    210,996.63   sFT  1.00000942   -0 16 54.2
 LW3403;UTM  19      - 4,581,724.747   255,174.042   MT  1.00033773   -1 56 03.6
 LW3403;UTM  18      - 4,582,150.946   757,135.415   MT  1.00041379   +2 01 54.0
 LW3403
 LW3403                          SUPERSEDED SURVEY CONTROL
 LW3403
 LW3403  NAD 83(1992)-  41 20 59.36961(N)    071 55 35.18492(W) AD(       ) 4
 LW3403  NAD 83(1986)-  41 20 59.36985(N)    071 55 35.18812(W) AD(       ) 4
 LW3403  NAD 27      -  41 20 59.01700(N)    071 55 36.94200(W) AD(       ) 3
 LW3403
 LW3403.Superseded values are not recommended for survey control.
 LW3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3403.See file dsdata.txt to determine how the superseded data were derived.
 LW3403
 LW3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5517481725(NAD 83)
 LW3403_MARKER: 85 = CHIMNEY
 LW3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3403+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW3403
 LW3403  HISTORY     - Date     Condition        Report By
 LW3403  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3403  HISTORY     - 1954     GOOD             CGS
 LW3403  HISTORY     - 1984     GOOD             USPSQD
 LW3403  HISTORY     - 1988     GOOD             USPSQD
 LW3403  HISTORY     - 20020219 GOOD             USPSQD
 LW3403
 LW3403                          STATION DESCRIPTION
 LW3403
 LW3403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3403'THE HOUSE IS TWO-TENTHS OF A MILE N OF THE BOSTON POST ROAD AND ON
 LW3403'THE E SIDE OF MONTAUK AVENUE.  IT IS A TWO AND A HALF-STORY
 LW3403'FRAME BUILDING WITH A WOOD-SHINGLE ROOF.  THE CHIMNEY IS AT THE
 LW3403'S END OF THE RIDGEPOLE AND IS MADE OF BROWN BRICK.  THERE IS A
 LW3403'STONE WALL AROUND THE YARD OF THE HOUSE.
 LW3403'
 LW3403'THE STATION IS THE CENTER LINE OF THE CHIMNEY AT THE S END OF
 LW3403'THE HOUSE.  HEIGHT ABOUT 30 FEET.
 LW3403
 LW3403                          STATION RECOVERY (1954)
 LW3403
 LW3403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3403'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3403'ADEQUATE AND COMPLETE.
 LW3403
 LW3403                          STATION RECOVERY (1984)
 LW3403
 LW3403'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3403'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS.  MAIN
 LW3403'PART OF HOUSE IS NOW TAR SHINGLES.  THE CHIMNEY IS RED BRICK BUT HAS
 LW3403'A BROWNISH CAST DUE TO AGE.  ORIGINAL DESCRIPTION IS ADEQUATE.
 LW3403
 LW3403                          STATION RECOVERY (1988)
 LW3403
 LW3403'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW3403'RECOVERED IN GOOD CONDITION.
 LW3403
 LW3403                          STATION RECOVERY (2002)
 LW3403
 LW3403'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3403'FINDLAYS CHIMNEY IS ON THE HOUSE DIRECTLY S OF FINDLAY LANE, E OFF
 LW3403'MONTAUK AVENUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5996 ***********************************************************************
 LX5996  DESIGNATION -  FINKELDEYS CHIMNEY
 LX5996  PID         -  LX5996
 LX5996  STATE/COUNTY-  CT/MIDDLESEX
 LX5996  USGS QUAD   -  DEEP RIVER (1971)
 LX5996
 LX5996                         *CURRENT SURVEY CONTROL
 LX5996  ___________________________________________________________________
 LX5996* NAD 83(1996)-  41 23 03.40553(N)    072 23 43.99901(W)     ADJUSTED  
 LX5996* NAVD 88     -                                                        
 LX5996  ___________________________________________________________________
 LX5996  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX5996  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX5996
 LX5996  HORZ ORDER  -  THIRD
 LX5996
 LX5996.The horizontal coordinates were established by classical geodetic methods
 LX5996.and adjusted by the National Geodetic Survey in August 1998..
 LX5996
 LX5996
 LX5996.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5996
 LX5996.The geoid height was determined by GEOID03.
 LX5996
 LX5996;                    North         East     Units Scale Factor Converg.
 LX5996;SPC CT       -   213,647.846   334,447.526   MT  0.99998652   +0 14 06.1
 LX5996;SPC CT       -   700,942.97  1,097,266.59   sFT  0.99998652   +0 14 06.1
 LX5996;UTM  18      - 4,584,690.488   717,770.264   MT  1.00018367   +1 43 21.0
 LX5996
 LX5996                          SUPERSEDED SURVEY CONTROL
 LX5996
 LX5996  NAD 83(1992)-  41 23 03.40464(N)    072 23 43.99869(W) AD(       ) 4
 LX5996  NAD 83(1986)-  41 23 03.40642(N)    072 23 44.00174(W) AD(       ) 4
 LX5996  NAD 27      -  41 23 03.05100(N)    072 23 45.71100(W) AD(       ) 3
 LX5996
 LX5996.Superseded values are not recommended for survey control.
 LX5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5996.See file dsdata.txt to determine how the superseded data were derived.
 LX5996
 LX5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1777084690(NAD 83)
 LX5996
 LX5996  HISTORY     - Date     Condition        Report By
 LX5996  HISTORY     - 1934     MONUMENTED       CGS
 LX5996  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5996  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5996
 LX5996                          STATION DESCRIPTION
 LX5996
 LX5996'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5996'THIS STATION IS ON THE RESIDENCE OF JOHN FINKELDEY ON THE E SIDE
 LX5996'OF THE RIVER ROAD BETWEEN ESSEX AND DEEP RIVER.  THE HOUSE IS
 LX5996'2-STORIES HIGH, FACING S, WITH A 2-STORY WING TO THE NORTHWARD.  IT
 LX5996'IS PAINTED WHITE, WITH GREEN SHUTTERS AND A GREEN ROOF.
 LX5996'
 LX5996'THERE IS ONE CHIMNEY AT THE RIDGEPOLE WHERE THE WING JOINS THE
 LX5996'MAIN HOUSE.  ALSO, AN OUTSIDE CHIMNEY OF RED BRICK RISES ALONGSIDE
 LX5996'THE E GABLE END OF THE MAIN BUILDING.  THE FLUE LININGS PROJECT
 LX5996'SOMEWHAT THROUGH THE CONCRETE CAPSTONE.
 LX5996'
 LX5996'THE HOUSE IS FURTHER IDENTIFIED BY A ROTORLESS WINDMILL TOWER
 LX5996'ABOUT 20 METERS NORTHWESTERLY.
 LX5996'
 LX5996'CENTER IS THE CENTER LINE OF THE OUTSIDE CHIMNEY.
 LX5996
 LX5996                          STATION RECOVERY (1948)
 LX5996
 LX5996'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5996'STATION HAS BEEN DESTROYED.
 LX5996
 LX5996                          STATION RECOVERY (1997)
 LX5996
 LX5996'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5996'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3899 ***********************************************************************
 LX3899  DESIGNATION -  FIRE
 LX3899  PID         -  LX3899
 LX3899  STATE/COUNTY-  CT/FAIRFIELD
 LX3899  USGS QUAD   -  STAMFORD (1984)
 LX3899
 LX3899                         *CURRENT SURVEY CONTROL
 LX3899  ___________________________________________________________________
 LX3899* NAD 83(1996)-  41 01 19.63842(N)    073 33 18.55049(W)     ADJUSTED  
 LX3899* NAVD 88     -                                                        
 LX3899  ___________________________________________________________________
 LX3899  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LX3899  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3899
 LX3899  HORZ ORDER  -  THIRD
 LX3899
 LX3899.The horizontal coordinates were established by classical geodetic methods
 LX3899.and adjusted by the National Geodetic Survey in August 1998..
 LX3899
 LX3899
 LX3899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3899
 LX3899.The geoid height was determined by GEOID03.
 LX3899
 LX3899;                    North         East     Units Scale Factor Converg.
 LX3899;SPC CT       -   173,682.054   237,081.015   MT  1.00002273   -0 32 01.9
 LX3899;SPC CT       -   569,821.87    777,823.30   sFT  1.00002273   -0 32 01.9
 LX3899;SPC NY L     -    95,091.271   337,414.592   MT  0.99999939   +0 17 27.5
 LX3899;SPC NY L     -   311,978.61  1,107,001.04   sFT  0.99999939   +0 17 27.5
 LX3899;UTM  18      - 4,542,218.201   621,475.024   MT  0.99978161   +0 56 54.4
 LX3899
 LX3899                          SUPERSEDED SURVEY CONTROL
 LX3899
 LX3899  NAD 83(1992)-  41 01 19.63757(N)    073 33 18.55042(W) AD(       ) 4
 LX3899  NAD 83(1986)-  41 01 19.63679(N)    073 33 18.55058(W) AD(       ) 4
 LX3899  NAD 27      -  41 01 19.32000(N)    073 33 20.17000(W) AD(       ) 3
 LX3899
 LX3899.Superseded values are not recommended for survey control.
 LX3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3899.See file dsdata.txt to determine how the superseded data were derived.
 LX3899
 LX3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2147542218(NAD 83)
 LX3899
 LX3899  HISTORY     - Date     Condition        Report By
 LX3899  HISTORY     - 1931     MONUMENTED       CGS
 LX3899  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3899  HISTORY     - 1984     GOOD             USPSQD
 LX3899
 LX3899                          STATION DESCRIPTION
 LX3899
 LX3899'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3899'FIRE IS THE SOUTHERLY CHIMNEY OF A WHITE BRICK HOUSE WITH 2
 LX3899'CHIMNEYS, 1 AT EITHER END, IDENTICAL IN APPEARANCE.  THE HOUSE
 LX3899'IS THE RESIDENCE OF FRANK WILDER AND IS NEAR THE INTERSECTION OF
 LX3899'FORD LAND AND BINNEY LANE, OFF SHORE ROAD.  THE PROPERTY IS
 LX3899'LOCATED ON WHAT IS KNOWN LOCALLY AS TOMAC BAY.
 LX3899
 LX3899                          STATION RECOVERY (1958)
 LX3899
 LX3899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3899'RECOVERED AS DESCRIBED, EXCEPT HOUSE IS NOW OCCUPIED BY
 LX3899'J.M. WIDMER.  ALSO HOUSE NOW HAS A HEAVY SLATE ROOF.
 LX3899
 LX3899                          STATION RECOVERY (1984)
 LX3899
 LX3899'RECOVERY NOTE BY US POWER SQUADRON 1984 (RH)
 LX3899'RECOVERED CONDITION GOOD--RECOVERED AS LAST DESCRIBED, EXCEPT HOUSE
 LX3899'IS NOW OCCUPIED BY FRED HIRSCHHORN, JR. ADDRESS IS 53 BINNEY LANE,
 LX3899'OLD GREENWICH, CT 06870.  BUILDING IS NOW CALLED THE ANCHORAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3806 ***********************************************************************
 LX3806  DESIGNATION -  FISH
 LX3806  PID         -  LX3806
 LX3806  STATE/COUNTY-  CT/FAIRFIELD
 LX3806  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3806
 LX3806                         *CURRENT SURVEY CONTROL
 LX3806  ___________________________________________________________________
 LX3806* NAD 83(1996)-  41 02 53.82695(N)    073 27 27.36215(W)     ADJUSTED  
 LX3806* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3806  ___________________________________________________________________
 LX3806  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LX3806  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX3806
 LX3806  HORZ ORDER  -  THIRD
 LX3806
 LX3806.The horizontal coordinates were established by classical geodetic methods
 LX3806.and adjusted by the National Geodetic Survey in August 1998..
 LX3806
 LX3806.The orthometric height was scaled from a topographic map.
 LX3806
 LX3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3806
 LX3806.The geoid height was determined by GEOID03.
 LX3806
 LX3806;                    North         East     Units Scale Factor Converg.
 LX3806;SPC CT       -   176,515.772   245,309.517   MT  1.00001879   -0 28 09.1
 LX3806;SPC CT       -   579,118.83    804,819.64   sFT  1.00001879   -0 28 09.1
 LX3806;UTM  18      - 4,545,263.129   629,625.625   MT  0.99980680   +1 00 46.9
 LX3806
 LX3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3806!SPC CT       -   1.00000465  x   1.00001879  =   1.00002344
 LX3806!UTM  18      -   1.00000465  x   0.99980680  =   0.99981144
 LX3806
 LX3806|---------------------------------------------------------------------|
 LX3806| PID    Reference Object                     Distance      Geod. Az  |
 LX3806|                                                           dddmmss.s |
 LX3806| CB3320 FISH RM 1                            18.540 METERS 04422     |
 LX3806| LX3780 GREENS LEDGE LIGHTHOUSE             APPROX. 1.4 KM 1223103.7 |
 LX3806| CB3321 FISH RM 2                             4.293 METERS 32228     |
 LX3806|---------------------------------------------------------------------|
 LX3806
 LX3806                          SUPERSEDED SURVEY CONTROL
 LX3806
 LX3806  NAD 83(1992)-  41 02 53.82660(N)    073 27 27.36050(W) AD(       ) 3
 LX3806  NAD 83(1986)-  41 02 53.82734(N)    073 27 27.36379(W) AD(       ) 3
 LX3806  NAD 27      -  41 02 53.47900(N)    073 27 28.93500(W) AD(       ) 3
 LX3806
 LX3806.Superseded values are not recommended for survey control.
 LX3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3806.See file dsdata.txt to determine how the superseded data were derived.
 LX3806
 LX3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2962645263(NAD 83)
 LX3806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3806_SETTING: 66 = SET IN ROCK OUTCROP
 LX3806
 LX3806  HISTORY     - Date     Condition        Report By
 LX3806  HISTORY     - 1932     MONUMENTED       CGS
 LX3806  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3806  HISTORY     - 1983     GOOD             USPSQD
 LX3806
 LX3806                          STATION DESCRIPTION
 LX3806
 LX3806'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3806'STAMPED FISH-1932.
 LX3806'
 LX3806'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX3806'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK NO. 1
 LX3806'IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX3806'NOTE 12A.  REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN
 LX3806'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12B.
 LX3806'
 LX3806'LOCATED ON THE S POINT OF THE SOUTHERNMOST OF THE FISH ISLANDS
 LX3806'AT THE ENTRANCE TO NORWALK HARBOR.  STATION IS IN THE CENTER OF A
 LX3806'SMOOTH, FLAT AREA OF BEDROCK 1-1/2 METERS SQUARE ABOUT 6 METERS
 LX3806'FROM THE TREE LINE.  A SMALL CLUMP OF LOW BUSHES GROW IN A
 LX3806'DEPRESSION IN THE ROCK 1 METER NE OF THE STATION.
 LX3806'
 LX3806'REFERENCE MARK NO. 1 IS ON THE HIGHEST POINT OF ROCK E OF THE
 LX3806'STATION AND S OF THE TREE LINE ABOUT 1 METER.  IT IS ON RANGE WITH
 LX3806'THE STATION AND THE FIRST (WHITE) HOUSE W OF THE SCENIC RAILWAY AT
 LX3806'THE AMUSEMENT PARK, ROTON POINT.  REFERENCE MARK NO. 2 LIES AT THE
 LX3806'EDGE OF THE BUSH LINE ON RANGE WITH THE STATION AND THE
 LX3806'NORTHERNMOST FISH ISLAND.  THE FACE OF THE DISK IS SET AT AN
 LX3806'ANGLE OF ABOUT 30 DEGREES.
 LX3806
 LX3806                          STATION RECOVERY (1958)
 LX3806
 LX3806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3806'STATION, R.M. 1 AND R.M. 2 WERE RECOVERED IN GOOD CONDITION, AS
 LX3806'DESCRIBED.  THE SCENIC RAILWAY AT THE ROTON POINT AMUSEMENT PARK
 LX3806'HAS BEEN TORN DOWN.  THE PIER ON PINE POINT WAS DESTROYED BY
 LX3806'HURRICANES.  ONLY A FEW ODD BROKEN-DOWN PILES REMAIN.
 LX3806
 LX3806                          STATION RECOVERY (1983)
 LX3806
 LX3806'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX3806'STATION MARK STAMPED WORD FISH AND NUMBERAL 2 IN 1932 NO LONGER
 LX3806'READABLE.
 LX3806'
 LX3806'REFERENCE MARK 1 RECOVERED GOOD.
 LX3806'
 LX3806'REFERENCE MARK 2 RECOVERED GOOD.
 LX3806'
 LX3806'SUGGEST ADD TO LOCATION DESCRIPTION--STATION MARK-SW OF CLUMP OF 4
 LX3806'TREES ABOUT 15 METERS AND 5 OF MOST WESTERLY TREE ABOUT 22 METERS.
 LX3806'
 LX3806'RM 1 - ABOUT 17 METERS ENE OF STATION AND ABOUT 10 METERS S OF
 LX3806'TREES.
 LX3806'
 LX3806'RM 2 - ABOUT 4 METERS NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5883 ***********************************************************************
 LX5883  DESIGNATION -  FISKES FLAGPOLE
 LX5883  PID         -  LX5883
 LX5883  STATE/COUNTY-  CT/MIDDLESEX
 LX5883  USGS QUAD   -  ESSEX (1977)
 LX5883
 LX5883                         *CURRENT SURVEY CONTROL
 LX5883  ___________________________________________________________________
 LX5883* NAD 83(1996)-  41 16 45.86245(N)    072 26 54.91729(W)     ADJUSTED  
 LX5883* NAVD 88     -                                                        
 LX5883  ___________________________________________________________________
 LX5883  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX5883  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX5883
 LX5883  HORZ ORDER  -  THIRD
 LX5883
 LX5883.The horizontal coordinates were established by classical geodetic methods
 LX5883.and adjusted by the National Geodetic Survey in August 1998..
 LX5883
 LX5883
 LX5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5883
 LX5883.The geoid height was determined by GEOID03.
 LX5883
 LX5883;                    North         East     Units Scale Factor Converg.
 LX5883;SPC CT       -   201,983.967   330,052.330   MT  0.99999293   +0 11 59.5
 LX5883;SPC CT       -   662,675.73  1,082,846.69   sFT  0.99999293   +0 11 59.5
 LX5883;SPC NY L     -   124,720.712   429,971.742   MT  1.00002293   +1 00 53.1
 LX5883;SPC NY L     -   409,187.87  1,410,665.62   sFT  1.00002293   +1 00 53.1
 LX5883;UTM  18      - 4,572,914.413   713,678.219   MT  1.00016195   +1 41 02.0
 LX5883
 LX5883                          SUPERSEDED SURVEY CONTROL
 LX5883
 LX5883  NAD 83(1992)-  41 16 45.86152(N)    072 26 54.91701(W) AD(       ) 4
 LX5883  NAD 83(1986)-  41 16 45.86353(N)    072 26 54.92046(W) AD(       ) 4
 LX5883  NAD 27      -  41 16 45.50000(N)    072 26 56.60000(W) AD(       ) 3
 LX5883
 LX5883.Superseded values are not recommended for survey control.
 LX5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5883.See file dsdata.txt to determine how the superseded data were derived.
 LX5883
 LX5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1367872914(NAD 83)
 LX5883
 LX5883  HISTORY     - Date     Condition        Report By
 LX5883  HISTORY     - 1934     MONUMENTED       CGS
 LX5883  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5883  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5883
 LX5883                          STATION DESCRIPTION
 LX5883
 LX5883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5883'THIS POLE IS 3.3 METERS N OF THE SEA WALL THAT PROTECTS THE
 LX5883'PROPERTY OF FREDERICK AND THOMAS FISKE.  IT IS ABOUT MIDWAY
 LX5883'BETWEEN THE TWO HOUSES.
 LX5883'
 LX5883'THE THOMAS FISKE HOUSE IS THE MOST EASTERLY OF THE ROW OF
 LX5883'COTTAGES.  IT IS 2-1/2 STORIES HIGH, WITH STUCCO SIDE WALLS,
 LX5883'RED SHUTTERS AND A DARK RED ROOF.  THE ROOF HAS MANY
 LX5883'DORMERS.  THERE IS A ROOFLESS PORCH ALONG THE S SIDE OF THE HOUSE.
 LX5883'
 LX5883'THE FREDERICK FISKE HOUSE IS THE NEXT TO THE WESTWARD.  IT IS
 LX5883'ALSO 2-1/2 STORIES HIGH BUT IS COVERED, SIDES AND ROOF, WITH
 LX5883'WOOD SHINGLES.  THERE IS A ROOFED PORCH ALONG THE S SIDE.
 LX5883'
 LX5883'THE POLE IS 24 METERS FROM THE SW CORNER OF T. FISKS PORCH AND
 LX5883'19.7 METERS FROM THE SE CORNER OF F. FISKES PORCH.  IT IS A
 LX5883'SINGLE STICK ABOUT 30 FEET HIGH WITH A SMALL WOODEN WEATHER
 LX5883'VANE AT THE TOP.
 LX5883'
 LX5883'CENTER IS THE CENTER LINE OF THE POLE.
 LX5883
 LX5883                          STATION RECOVERY (1960)
 LX5883
 LX5883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5883'STATION WAS DESTROYED.
 LX5883
 LX5883                          STATION RECOVERY (1997)
 LX5883
 LX5883'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5447 ***********************************************************************
 LX5447  DESIGNATION -  FLANDERS
 LX5447  PID         -  LX5447
 LX5447  STATE/COUNTY-  CT/NEW LONDON
 LX5447  USGS QUAD   -  NIANTIC (1983)
 LX5447
 LX5447                         *CURRENT SURVEY CONTROL
 LX5447  ___________________________________________________________________
 LX5447* NAD 83(1996)-  41 22 05.07484(N)    072 11 35.87661(W)     ADJUSTED  
 LX5447* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5447  ___________________________________________________________________
 LX5447  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LX5447  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5447
 LX5447  HORZ ORDER  -  SECOND
 LX5447
 LX5447.The horizontal coordinates were established by classical geodetic methods
 LX5447.and adjusted by the National Geodetic Survey in August 1998..
 LX5447
 LX5447.The orthometric height was scaled from a topographic map.
 LX5447
 LX5447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5447
 LX5447.The geoid height was determined by GEOID03.
 LX5447
 LX5447;                    North         East     Units Scale Factor Converg.
 LX5447;SPC CT       -   211,937.576   351,376.299   MT  0.99998730   +0 22 08.9
 LX5447;SPC CT       -   695,331.86  1,152,807.07   sFT  0.99998730   +0 22 08.9
 LX5447;UTM  18      - 4,583,419.809   734,741.851   MT  1.00027820   +1 51 20.8
 LX5447
 LX5447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5447!SPC CT       -   1.00000482  x   0.99998730  =   0.99999212
 LX5447!UTM  18      -   1.00000482  x   1.00027820  =   1.00028303
 LX5447
 LX5447|---------------------------------------------------------------------|
 LX5447| PID    Reference Object                     Distance      Geod. Az  |
 LX5447|                                                           dddmmss.s |
 LX5447| CZ7345 FLANDERS RM 2                        19.000 METERS 03445     |
 LX5447| LX5492 AVERY                               APPROX. 0.5 KM 1524438.3 |
 LX5447| LX5457 YARDARM FLAGPOLE                    APPROX. 1.4 KM 1590050.7 |
 LX5447| LX5448 SPUR                                APPROX. 0.6 KM 1760849.0 |
 LX5447| LX5446 LAMARCHE CHIMNEY                     58.812 METERS 27057     |
 LX5447| CZ7344 FLANDERS RM 1                         5.140 METERS 34119     |
 LX5447|---------------------------------------------------------------------|
 LX5447
 LX5447                          SUPERSEDED SURVEY CONTROL
 LX5447
 LX5447  NAD 83(1992)-  41 22 05.07379(N)    072 11 35.87591(W) AD(       ) 2
 LX5447  NAD 83(1986)-  41 22 05.07509(N)    072 11 35.88010(W) AD(       ) 2
 LX5447  NAD 27      -  41 22 04.74100(N)    072 11 37.60600(W) AD(       ) 2
 LX5447
 LX5447.Superseded values are not recommended for survey control.
 LX5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5447.See file dsdata.txt to determine how the superseded data were derived.
 LX5447
 LX5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3474283420(NAD 83)
 LX5447_MARKER: DS = TRIANGULATION STATION DISK
 LX5447_SETTING: 66 = SET IN ROCK OUTCROP
 LX5447_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5447+STABILITY: POSITION/ELEVATION WELL
 LX5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5447+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 LX5447
 LX5447  HISTORY     - Date     Condition        Report By
 LX5447  HISTORY     - 1934     MONUMENTED       CGS
 LX5447  HISTORY     - 1968     GOOD             CGS
 LX5447  HISTORY     - 1983     GOOD             USPSQD
 LX5447  HISTORY     - 1989     GOOD             USPSQD
 LX5447  HISTORY     - 20040515 GOOD             USPSQD
 LX5447
 LX5447                          STATION DESCRIPTION
 LX5447
 LX5447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5447'THE STATION IS LOCATED ON THE W BANK OF THE NIANTIC RIVER 150
 LX5447'METERS S OF THE BOSTON POST ROAD AND IS ON A ROCKY POINT THAT
 LX5447'EXTENDS SOUTHWARD INTO THE RIVER.  THE STATION IS A STANDARD DISC
 LX5447'SET IN LEDGE ABOUT ONE METER ABOVE HIGH WATER LEVEL.
 LX5447'
 LX5447'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5447'IN OUTCROPPING BEDROCK.  REFERENCE MARK
 LX5447'NO. 1 IS A STANDARD BRONZE DISC SET IN OUTCROPPING BEDROCK.
 LX5447'REFERENCE MARK NO. 2 IS A STANDARD BRONZE
 LX5447'DISC SET IN A BOULDER.
 LX5447'
 LX5447'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE SAME LEDGE
 LX5447'AS THE STATION AND NW OF THE STATION.  REFERENCE MARK NO. 2 IS A
 LX5447'STANDARD DISC SET IN A LARGE BOULDER AT HIGH WATER LINE NE OF
 LX5447'THE STATION.
 LX5447'
 LX5447'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5447
 LX5447                          STATION RECOVERY (1968)
 LX5447
 LX5447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5447'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LX5447'AS DESCRIBED BY G.C.M. IN 1934.
 LX5447
 LX5447                          STATION RECOVERY (1983)
 LX5447
 LX5447'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRR)
 LX5447'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN
 LX5447'GOOD CONDITION.
 LX5447
 LX5447                          STATION RECOVERY (1989)
 LX5447
 LX5447'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5447'RECOVERED IN GOOD CONDITION.
 LX5447
 LX5447                          STATION RECOVERY (2004)
 LX5447
 LX5447'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX5447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5993 ***********************************************************************
 LX5993  DESIGNATION -  FLIK
 LX5993  PID         -  LX5993
 LX5993  STATE/COUNTY-  CT/MIDDLESEX
 LX5993  USGS QUAD   -  DEEP RIVER (1971)
 LX5993
 LX5993                         *CURRENT SURVEY CONTROL
 LX5993  ___________________________________________________________________
 LX5993* NAD 83(1996)-  41 26 12.39137(N)    072 26 23.51938(W)     ADJUSTED  
 LX5993* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 LX5993  ___________________________________________________________________
 LX5993  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX5993  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX5993
 LX5993  HORZ ORDER  -  THIRD
 LX5993
 LX5993.The horizontal coordinates were established by classical geodetic methods
 LX5993.and adjusted by the National Geodetic Survey in August 1998..
 LX5993
 LX5993.The orthometric height was scaled from a topographic map.
 LX5993
 LX5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5993
 LX5993.The geoid height was determined by GEOID03.
 LX5993
 LX5993;                    North         East     Units Scale Factor Converg.
 LX5993;SPC CT       -   219,463.781   330,720.283   MT  0.99998456   +0 12 20.3
 LX5993;SPC CT       -   720,024.09  1,085,038.13   sFT  0.99998456   +0 12 20.3
 LX5993;UTM  18      - 4,590,408.723   713,892.486   MT  1.00016306   +1 41 41.7
 LX5993
 LX5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5993!SPC CT       -   0.99999315  x   0.99998456  =   0.99997771
 LX5993!UTM  18      -   0.99999315  x   1.00016306  =   1.00015621
 LX5993
 LX5993|---------------------------------------------------------------------|
 LX5993| PID    Reference Object                     Distance      Geod. Az  |
 LX5993|                                                           dddmmss.s |
 LX5993| CZ7346 FLIK RM 1                            10.660 METERS 01005     |
 LX5993| CZ7347 FLIK RM 2                            27.880 METERS 11033     |
 LX5993| LX5948 WILLEYS GABLE                       APPROX. 1.1 KM 1252405.8 |
 LX5993| LX5971 LARGENS CHIMNEY                     APPROX. 3.5 KM 1290319.9 |
 LX5993| LX6016 LARSONS GABLE                       APPROX. 2.4 KM 2070212.9 |
 LX5993| LX6005 SCHWARZ YELLOW CHIMNEY              APPROX. 1.2 KM 2091748.4 |
 LX5993| LX6023 FRANCIS CHIMNEY                     APPROX. 1.3 KM 2264922.5 |
 LX5993| LX6055 LARSONS BARN GABLE                  APPROX. 1.8 KM 2311327.3 |
 LX5993| LX6061 EDDY ROCK LIGHT                     APPROX. 1.6 KM 2700519.8 |
 LX5993| LX6076 BITGOODS CHIMNEY                    APPROX. 1.8 KM 2721513.6 |
 LX5993| LX6048 HAVEMEYERS CHIMNEY                  APPROX. 2.2 KM 2800100.5 |
 LX5993| LX6082 BISHOPS CHIMNEY                     APPROX. 2.4 KM 2824605.4 |
 LX5993| LX6034 TYLERS CUPOLA                       APPROX. 3.4 KM 2952919.2 |
 LX5993| LX6039 ELYS GABLE                          APPROX. 3.7 KM 2971931.2 |
 LX5993| LX6059 WAYS CHIMNEY                        APPROX. 1.3 KM 2984021.1 |
 LX5993| LX6032 ZAGORENS GABLE                      APPROX. 3.9 KM 3021010.2 |
 LX5993| LX6033 SHAILERS MONUMENT                   APPROX. 3.9 KM 3031722.9 |
 LX5993| LX6045 TYLERS GABLE                        APPROX. 2.9 KM 3033854.5 |
 LX5993| LX6064 EAST HADDAM HWY BRIDGE FLAG         APPROX. 2.6 KM 3101233.7 |
 LX5993| LX6052 GOODSPEEDS TURRET                   APPROX. 2.5 KM 3111221.5 |
 LX5993| LX6018 PHELPS CHIMNEY                      APPROX. 1.6 KM 3160610.8 |
 LX5993| LX6060 RAYS BARN CUPOLA                    APPROX. 2.0 KM 3243159.4 |
 LX5993|---------------------------------------------------------------------|
 LX5993
 LX5993                          SUPERSEDED SURVEY CONTROL
 LX5993
 LX5993  NAD 83(1992)-  41 26 12.39055(N)    072 26 23.51911(W) AD(       ) 3
 LX5993  NAD 83(1986)-  41 26 12.39233(N)    072 26 23.52191(W) AD(       ) 3
 LX5993  NAD 27      -  41 26 12.03300(N)    072 26 25.22700(W) AD(       ) 3
 LX5993
 LX5993.Superseded values are not recommended for survey control.
 LX5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5993.See file dsdata.txt to determine how the superseded data were derived.
 LX5993
 LX5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1389290409(NAD 83)
 LX5993_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5993_SETTING: 66 = SET IN ROCK OUTCROP
 LX5993_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5993+STABILITY: POSITION/ELEVATION WELL
 LX5993
 LX5993  HISTORY     - Date     Condition        Report By
 LX5993  HISTORY     - 1934     MONUMENTED       CGS
 LX5993  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5993  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX5993
 LX5993                          STATION DESCRIPTION
 LX5993
 LX5993'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5993'THIS STATION IS LOCATED ON THE MIDDLE PEAK OF THE SO-CALLED
 LX5993'SEVEN SISTERS S OF THE EAST HADDAM BRIDGE.  THE PROPERTY BELONGS
 LX5993'TO THE ESTATE OF ANTON FAN FLIK.
 LX5993'
 LX5993'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5993'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX5993'NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN
 LX5993'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX5993'
 LX5993'TO APPROACH--LEAVE THE HADLYME FERRY LANDING AND TAKE THE
 LX5993'FIRST-LEFT HAND ROAD.  GO 1.5 MILES FROM THE LANDING.  THE
 LX5993'STATION IS ON THE WOODED KNOLL BEARING W (MAGNETIC) FROM
 LX5993'THIS POINT.
 LX5993'
 LX5993'THE STATION IS ESTABLISHED IN THE BROKEN LEDGE AT THE HIGHEST
 LX5993'PART OF THE HILL.  FOR ABOUT 55 METERS TO THE WESTWARD THE
 LX5993'SLOPE IS GRADUAL, THEN IT DROPS ALMOST VERTICALLY TO
 LX5993'THE LEVEL OF THE RIVER MEADOWS.  50 METERS SOUTHERLY THE HILL
 LX5993'BREAKS IN THE SAME FASHION.
 LX5993'
 LX5993'REFERENCE MARK NO.1 IS IN A LEDGE FRAGMENT PROJECTING ABOUT
 LX5993'A FOOT ABOVE THE GROUND.  IT BEARS N 20 DEG E (MAGNETIC).
 LX5993'
 LX5993'REFERENCE MARK NO.2 IS IN A FLAT EMBEDDED FRAGMENT ABOUT LEVEL
 LX5993'WITH THE GROUND.  IT BEARS S 55 DEG E (MAGNETIC).
 LX5993'
 LX5993'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LX5993
 LX5993                          STATION RECOVERY (1971)
 LX5993
 LX5993'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5993'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5993'REACH THE STATION FROM EAST HADDAM AT THE INTERSECTION OF
 LX5993'ROUTE 151 (TOWN STREET) AND ROUTE 82 FOR 1.3 MILE TO RIVER
 LX5993'ROAD ON THE RIGHT, GO WEST ON RIVER ROAD FOR 0.85 MILE TO
 LX5993'THE BECKET ACADEMY AND FOLLOW THE SKETCH.
 LX5993
 LX5993                          STATION RECOVERY (1998)
 LX5993
 LX5993'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5993'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3661 ***********************************************************************
 LW3661  DESIGNATION -  FOGLO
 LW3661  PID         -  LW3661
 LW3661  STATE/COUNTY-  CT/WINDHAM
 LW3661  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3661
 LW3661                         *CURRENT SURVEY CONTROL
 LW3661  ___________________________________________________________________
 LW3661* NAD 83(1996)-  41 51 12.98138(N)    071 47 41.49364(W)     ADJUSTED  
 LW3661* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 LW3661  ___________________________________________________________________
 LW3661  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3661  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW3661
 LW3661  HORZ ORDER  -  SECOND
 LW3661
 LW3661.The horizontal coordinates were established by classical geodetic methods
 LW3661.and adjusted by the National Geodetic Survey in August 1998..
 LW3661
 LW3661.The orthometric height was scaled from a topographic map.
 LW3661
 LW3661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3661
 LW3661.The geoid height was determined by GEOID03.
 LW3661
 LW3661;                    North         East     Units Scale Factor Converg.
 LW3661;SPC CT       -   266,150.894   384,114.142   MT  0.99999870   +0 37 59.9
 LW3661;SPC CT       -   873,196.72  1,260,214.48   sFT  0.99999870   +0 37 59.9
 LW3661;SPC RI       -    85,590.271    75,514.907   MT  1.00000112   -0 11 48.3
 LW3661;SPC RI       -   280,807.41    247,751.82   sFT  1.00000112   -0 11 48.3
 LW3661;UTM  19      - 4,637,299.584   267,996.385   MT  1.00026239   -1 51 56.3
 LW3661
 LW3661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3661!SPC CT       -   0.99997427  x   0.99999870  =   0.99997297
 LW3661!SPC RI       -   0.99997427  x   1.00000112  =   0.99997539
 LW3661!UTM  19      -   0.99997427  x   1.00026239  =   1.00023666
 LW3661
 LW3661|---------------------------------------------------------------------|
 LW3661| PID    Reference Object                     Distance      Geod. Az  |
 LW3661|                                                           dddmmss.s |
 LW3661| LW3667 STATE BOUNDARY C CTGS 1937           16.008 METERS 03757     |
 LW3661| CB7696 FOGLO RM 1                           25.832 METERS 04203     |
 LW3661| CB7695 FOGLO AZ MK                                        1784718.9 |
 LW3661| CB7697 FOGLO RM 2                           20.367 METERS 29229     |
 LW3661|---------------------------------------------------------------------|
 LW3661
 LW3661                          SUPERSEDED SURVEY CONTROL
 LW3661
 LW3661  NAD 83(1996)-  41 51 12.98104(N)    071 47 41.49338(W) AD(       ) 2
 LW3661  NAD 83(1992)-  41 51 12.98055(N)    071 47 41.49287(W) AD(       ) 2
 LW3661  NAD 83(1992)-  41 51 12.98049(N)    071 47 41.49314(W) AD(       ) 2
 LW3661  NAD 83(1986)-  41 51 12.98104(N)    071 47 41.49216(W) AD(       ) 2
 LW3661  NAD 27      -  41 51 12.62394(N)    071 47 43.23319(W) AD(       ) 2
 LW3661
 LW3661.Superseded values are not recommended for survey control.
 LW3661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3661.See file dsdata.txt to determine how the superseded data were derived.
 LW3661
 LW3661_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6799637300(NAD 83)
 LW3661_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3661_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3661+STABILITY: SURFACE MOTION
 LW3661
 LW3661  HISTORY     - Date     Condition        Report By
 LW3661  HISTORY     - 1937     MONUMENTED       CTGS
 LW3661  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3661  HISTORY     - 20040905 GOOD             GEOCAC
 LW3661
 LW3661                          STATION DESCRIPTION
 LW3661
 LW3661'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3661'STATION IS IN WOODED AREA ON LOW GROUND ABOUT 20 FEET WEST OF
 LW3661'R.I.-CONN. STATE LINE, ABOUT 1/2 MILE WEST OF HIGH NORTH-SOUTH
 LW3661'RIDGE, ABOUT 1-1/2 MILES EAST-NORTHEAST OF EAST KILLINGLY, AND
 LW3661'ABOUT 0.6 MILE NORTH OF ROUTE 101.  STATION IS STANDARD DISK
 LW3661'FOGLO-1937 SET IN SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH
 LW3661'THE GROUND.
 LW3661'
 LW3661'CONN.-R.I. STATE LINE MONUMENT IS A GRANITE MONUMENT 6 INCHES
 LW3661'SQUARE AND ABOUT 3 FEET HIGH.  IT LEANS ABOUT 10 DEGREES TOWARD
 LW3661'R.I.  A DRILL HOLE ON THE TOP WAS THE POINT OBSERVED ON.  IT IS
 LW3661'52.52 FEET NORTHEAST OF STATION, AND 32.68 FEET SOUTHWEST OF
 LW3661'REFERENCE MARK NO. 1.
 LW3661'
 LW3661'TO REACH FROM THE EAST KILLINGLY POST OFFICE, TAKE ROUTE 101 EAST
 LW3661'1.5 MILES TO THE STATE LINE AND DIRT CROSS ROAD.  TURN LEFT (NORTH)
 LW3661'ON DIRT ROAD AND GO 0.2 MILE TO WOODS ROAD RIGHT, CONTINUE 0.1
 LW3661'MILE TO SECOND WOODS ROAD RIGHT AND TAKE THIS ONE (NORTHEAST) 0.2
 LW3661'MILE PASSING 2 GRAVEL PITS, (ONE ON LEFT AND ONE ON RIGHT) TO DIM
 LW3661'WOODS ROAD ON RIGHT (JUST PAST 2ND GRAVEL PIT) TAKE THIS WOODS
 LW3661'ROAD EAST 0.2 MILE TO TOP OF GRADE.  STATION IS 75 YARDS EAST OF
 LW3661'THIS POINT, IN SMALL CLEARING.
 LW3661'
 LW3661'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3661'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, 12A, AND 11A.
 LW3661'
 LW3661'REFERENCE MARK NO.1 IS A STANDARD DISK FOGLO-1937-NO.1 WEDGED IN A
 LW3661'DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 3 FEET IN DIAMETER.  IT IS
 LW3661'84.75 FEET NORTHEAST OF THE STATION.  REFERENCE MARK NO.2 IS A
 LW3661'STANDARD DISK FOGLO-1937-NO.2 SET IN A SQUARE CONCRETE POST, THE
 LW3661'TOP BEING FLUSH WITH THE GROUND.  IT IS 66.82 FEET WEST OF THE
 LW3661'STATION.
 LW3661'
 LW3661'AZIMUTH IS A STANDARD DISK FOGLO-1937 WEDGED IN A DRILL HOLE IN
 LW3661'A BOULDER ABOUT 4 FEET IN DIAMETER AND ABOUT 3 FEET HIGH.  IT IS
 LW3661'APPROXIMATELY ON THE STATE LINE AND ABOUT 1200 TO 1400 FEET
 LW3661'SOUTH-SOUTHEAST OF STATION.
 LW3661'
 LW3661'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LW3661
 LW3661                          STATION RECOVERY (1973)
 LW3661
 LW3661'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3661'FOGLO 1937 EXCELLENT
 LW3661'
 LW3661'FOGLO NO. 1 1937 EXCELLENT
 LW3661'
 LW3661'FOGLO NO. 2 1937 EXCELLENT
 LW3661'
 LW3661'TO REACH FROM THE EAST KILLINGLY POST OFFICE, TAKE CONN 101
 LW3661'(HARTFORD PIKE) EAST 1.5 MILES TO THE STATE LINE AND
 LW3661'CROSSROADS.  TURN LEFT ON RILEY CHASE ROAD AND GO 0.26 MILE NORTH
 LW3661'TO A ROAD RIGHT, JUST PAST CL AND P POLE 2717 AND AN OLD SHACK.
 LW3661'TURN RIGHT AND GO NORTHEAST FOR 0.10 MILE JUST PAST AN OLD GRAVEL
 LW3661'PIT TO A ROAD RIGHT.  FOLLOW ROAD SOUTHEAST FOR ABOUT 150 FEET TO
 LW3661'A TRAIL ON THE LEFT WHICH IS JUST PAST THE GRAVEL PIT AND
 LW3661'OPPOSITE A 15 IN BLACK OAK WITH A TRIANGULAR BLAZE.  PROCEED ON
 LW3661'FOOT NORTHEASTERLY ON WINDING TRAIL ABOUT 600 FEET GOING THROUGH
 LW3661'A BARWAY AND FINALLY TO STATION.
 LW3661
 LW3661                          STATION RECOVERY (2004)
 LW3661
 LW3661'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3661'FOUND STATION AND RM'S 1 AND 2 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5283 ***********************************************************************
 LX5283  DESIGNATION -  FORT HILL 2 RESET
 LX5283  PID         -  LX5283
 LX5283  STATE/COUNTY-  CT/NEW LONDON
 LX5283  USGS QUAD   -  NEW LONDON (1984)
 LX5283
 LX5283                         *CURRENT SURVEY CONTROL
 LX5283  ___________________________________________________________________
 LX5283* NAD 83(1996)-  41 20 47.65650(N)    072 00 39.04456(W)     ADJUSTED  
 LX5283* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 LX5283  ___________________________________________________________________
 LX5283  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LX5283  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX5283
 LX5283  HORZ ORDER  -  FIRST
 LX5283
 LX5283.The horizontal coordinates were established by classical geodetic methods
 LX5283.and adjusted by the National Geodetic Survey in August 1998..
 LX5283
 LX5283.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5283
 LX5283.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5283
 LX5283.The geoid height was determined by GEOID03.
 LX5283
 LX5283;                    North         East     Units Scale Factor Converg.
 LX5283;SPC CT       -   209,663.777   366,661.134   MT  0.99998844   +0 29 24.4
 LX5283;SPC CT       -   687,871.91  1,202,954.07   sFT  0.99998844   +0 29 24.4
 LX5283;UTM  18      - 4,581,542.555   750,085.664   MT  1.00036977   +1 58 32.5
 LX5283;UTM  19      - 4,581,605.394   248,099.324   MT  1.00038099   -1 59 24.2
 LX5283
 LX5283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5283!SPC CT       -   0.99999418  x   0.99998844  =   0.99998262
 LX5283!UTM  18      -   0.99999418  x   1.00036977  =   1.00036395
 LX5283!UTM  19      -   0.99999418  x   1.00038099  =   1.00037517
 LX5283
 LX5283:                Primary Azimuth Mark                     Grid Az
 LX5283:SPC CT       -  MYSTIC ELEV TANK                         063 44 51.0
 LX5283:UTM  18      -  MYSTIC ELEV TANK                         062 15 42.9
 LX5283:UTM  19      -  MYSTIC ELEV TANK                         066 13 39.6
 LX5283
 LX5283|---------------------------------------------------------------------|
 LX5283| PID    Reference Object                     Distance      Geod. Az  |
 LX5283|                                                           dddmmss.s |
 LX5283| LW3386 MYSTIC ELEV TANK                    APPROX. 3.1 KM 0641415.4 |
 LX5283| LW3401 SADONIA TOWER                       APPROX. 4.4 KM 0895237.6 |
 LX5283| LW3277 FORT HILL NEW TANK                  APPROX.16.3 KM 0930706.3 |
 LX5283| LW3424 BURROW COAL CO STACK                APPROX. 5.1 KM 1070615.8 |
 LX5283| LW3382 NOANK BLACK TANK                    APPROX. 3.2 KM 1381237.3 |
 LX5283| LW3390 NOANK SPIRE                         APPROX. 3.1 KM 1381820.6 |
 LX5283| CZ7348 FORT HILL 2 RM 1                     13.657 METERS 17650     |
 LX5283| LX5289 LONG POINT TANK                     APPROX. 3.3 KM 1772038.5 |
 LX5283| LX5560 RACE ROCK LIGHTHOUSE                APPROX.11.8 KM 1945241.1 |
 LX5283| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 7.2 KM 2305921.7 |
 LX5283| LX5194 GROTON AIRPORT AIRWAY BCN           APPROX. 3.4 KM 2395226.1 |
 LX5283| LX5197 GAYS SILO                           APPROX. 4.0 KM 2414524.1 |
 LX5283| LX5417 SEASIDE SANITARIUM ELEV TANK        APPROX.11.2 KM 2445625.4 |
 LX5283| LX5192 NY NH H RR COAL POCKET              APPROX. 2.0 KM 2502048.1 |
 LX5283| LX5206 GROTON LOW GRAY TANK                APPROX. 4.7 KM 2503122.1 |
 LX5283| LX5324 BLACK STANDPIPE                     APPROX. 4.9 KM 2632305.6 |
 LX5283| LX5205 MAX POLLOCK CO STACK                APPROX. 4.5 KM 2662829.5 |
 LX5283| LX5207 MAX POLLOCK CO ELEV TANK            APPROX. 4.3 KM 2670241.6 |
 LX5283| LX5202 VANADIUM STACK                      APPROX. 3.5 KM 2675748.1 |
 LX5283| LX5221 GROTON ELEC BOAT WORKS TANK         APPROX. 5.7 KM 2694708.5 |
 LX5283| LX5325 BAPTIST CHURCH TOWER                APPROX. 2.4 KM 2700753.1 |
 LX5283| LX5217 GROTON MONUMENT                     APPROX. 5.8 KM 2791446.5 |
 LX5283| CZ7350 FORT HILL 2 RM 3                     41.669 METERS 28006     |
 LX5283| LX5232 NEW LONDON BLACK TK RR BRIDGE       APPROX. 6.9 KM 2821322.0 |
 LX5283| CZ7349 FORT HILL 2 RM 2                     22.370 METERS 28918     |
 LX5283| LX5247 COAST GUARD ACADEMY CUPOLA          APPROX. 8.1 KM 2904652.0 |
 LX5283| LX5069 NEW LONDON CONN COLL STACK          APPROX. 8.7 KM 2952434.0 |
 LX5283| LX5302 BAILEYS HILL TANK                   APPROX. 6.7 KM 2980628.9 |
 LX5283|---------------------------------------------------------------------|
 LX5283
 LX5283                          SUPERSEDED SURVEY CONTROL
 LX5283
 LX5283  NAD 83(1992)-  41 20 47.65528(N)    072 00 39.04364(W) AD(       ) 1
 LX5283  NAD 83(1986)-  41 20 47.65584(N)    072 00 39.04842(W) AD(       ) 1
 LX5283  NAD 27      -  41 20 47.30700(N)    072 00 40.77800(W) AD(       ) 1
 LX5283  NGVD 29 (07/19/86)   68.0    (m)          223.     (f) VERT ANG       
 LX5283
 LX5283.Superseded values are not recommended for survey control.
 LX5283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5283.See file dsdata.txt to determine how the superseded data were derived.
 LX5283
 LX5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5008681543(NAD 83)
 LX5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5283+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LX5283
 LX5283  HISTORY     - Date     Condition        Report By
 LX5283  HISTORY     - 1932     MONUMENTED       CGS
 LX5283  HISTORY     - 1886     GOOD             CGS
 LX5283  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX5283  HISTORY     - 1934     GOOD             CGS
 LX5283  HISTORY     - 1954     GOOD             CGS
 LX5283  HISTORY     - 1972     GOOD             CTGS
 LX5283  HISTORY     - 1975     GOOD             NGS
 LX5283  HISTORY     - 1984     GOOD             USPSQD
 LX5283  HISTORY     - 1989     GOOD             USPSQD
 LX5283  HISTORY     - 20020213 GOOD             USPSQD
 LX5283
 LX5283                          STATION DESCRIPTION
 LX5283
 LX5283'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (CHV)
 LX5283'ON TOP OF WHAT IS KNOWN AS FORT HILL, ABOUT 4 MILES E OF NEW
 LX5283'LONDON AND ABOUT 2 MILES NW OF NOANK.  BEST REACHED FROM NOANK
 LX5283'OVER THE NEW LONDON ROAD WHICH PASSES OVER THE SW END OF FORT
 LX5283'HILL, A HUNDRED OR MORE METERS FROM ITS SUMMIT.  THE MAIN ROAD
 LX5283'TURNS AT NEARLY A RIGHT-ANGLE ABOUT IN FRONT OF MR. MERRITTS
 LX5283'HOUSE, BUT THERE IS ALSO A ROAD CONTINUING ON IN NORTHERLY
 LX5283'DIRECTION.  STATION IS ON E SIDE OF THE N-S ROAD, IN THE FIRST
 LX5283'LOT N OF MR. MERRITTS ORCHARD.  THERE IS A SMALL GRAVEYARD IN
 LX5283'THE SW CORNER OF THE LOT, AND ALSO ONE IN ITS NW CORNER.
 LX5283'STATION WAS MARKED BY A TERRA COTTA PIPE, ITS TOP ABOUT 1
 LX5283'FOOT BELOW SURFACE OF GROUND.  SURFACE MARK WAS A STONE
 LX5283'MONUMENT 4 FEET LONG, DRESSED TO 5 INCHES SQUARE ON TOP.  (THE
 LX5283'SUB-SURFACE MARK MUST HAVE BEEN SET DEEPER, OR THE SURFACE
 LX5283'MARK WAS NOT SO LONG AS STATED.  THE 1886 RECOVERY MAKES
 LX5283'NO MENTION OF THE SURFACE MONUMENT.) THREE SMALL HOLES WERE
 LX5283'DRILLED IN THREE ROCKS AND THE FOLLOWING MEASURES MADE WITH
 LX5283'LEVEL TAPE--STATION TO (1) NW, 9.24 FEET.  TO (2) NE, 5.69
 LX5283'FEET.  TO (3) E OF S, 12.14 FEET.  FROM (1) TO (2), 13.59 FEET.
 LX5283'(2) TO (3), 12.82 FEET.  (3) TO (1), 20.49 FEET.  FROM
 LX5283'STATION TO CORNER OF GRAVEYARD SW, 110.40 FEET.  TO W WALL OF
 LX5283'FIELD 135 FEET.  TO E WALL, 102 FEET.  REFERENCES
 LX5283'MEASURED IN 1882 (OR 1865) WERE AS FOLLOWS--TO WALL (TURNPIKE
 LX5283'W) 65.0 FEET.  TO WALL E, 102.3 FEET.  TO SW CORNER OF
 LX5283'GRAVEYARD, 158.1 FEET.  TO ROCK (HIGHEST) 64 FEET.  TO EDGE OF
 LX5283'ROCK W 40.0 FEET.  TO TOP OF ROCK, NE 11.4 FEET.  TO TOP OF
 LX5283'ROCK, NE, 9.0 FEET.  IN 1913 A LETTER FROM MAJOR G.B.
 LX5283'PILLSBURY REPORTED--FORT HILL 2 STATION AND REFERENCE
 LX5283'MARKS RECOVERED IN GOOD CONDITION.
 LX5283
 LX5283                          STATION RECOVERY (1932)
 LX5283
 LX5283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX5283'STATION WAS RECOVERED AS DESCRIBED AND RE-MARKED AS FOLLOWS--
 LX5283'
 LX5283'THE OLD TERRA COTTA PIPE PLACED IN 1886 WAS REMOVED.  THE
 LX5283'SUB-SURFACE MARKER IS NOW AN 8-INCH TERRA COTTA PIPE BURIED, BELL
 LX5283'DOWN, 2 FEET BELOW THE SURFACE.  IT IS FILLED WITH CONCRETE AND
 LX5283'THE STATION IS MARKED BY A STANDARD DISC STAMPED FORT HILL 2.  THE
 LX5283'SURFACE MARKER IS A 5-INCH TERRA COTTA PIPE BURIED BELL UP 1
 LX5283'INCH BELOW THE SURFACE.  IT IS FILLED WITH CONCRETE AND THE
 LX5283'STATION IS MARKED BY A STANDARD DISC STAMPED FORT HILL 2.
 LX5283'
 LX5283'THE REFERENCE MARK IS A STANDARD DISC CEMENTED IN A DRILL HOLE
 LX5283'IN A LARGE ROCK ON THE E SIDE OF THE STONE WALL MARKING
 LX5283'THE WESTERN BOUNDARY OF THE FIELD.  THE DISC IS STAMPED FORT
 LX5283'HILL 2.
 LX5283'
 LX5283'WITNESS MARKS NO. 1, NO. 2, NO. 3, NO. 4 ARE DRILL HOLES IN
 LX5283'ROCK.  WITNESS MARK NO. 5 IS ON NE CORNER OF CEMETERY STONE FEINCE.
 LX5283
 LX5283                          STATION RECOVERY (1934)
 LX5283
 LX5283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5283'RECOVERED AS DESCRIBED AND REMARKED AS FOLLOWS--
 LX5283'
 LX5283'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN
 LX5283'A LARGE BOULDER SOUTHERLY OF THE STATION.  REFERENCE MARK NO. 2
 LX5283'IS A STANDARD DISC SET IN A DRILL HOLE IN A LARGE BOULDER
 LX5283'NORTHWESTERLY OF THE STATION.  REFERENCE MARK NO. 3 IS A STANDARD
 LX5283'DISC SET IN A DRILL HOLE IN A BOULDER THAT IS A PART OF THE STONE
 LX5283'FENCE ON THE W SIDE OF THE FIELD AND IS W OF THE STATION.
 LX5283
 LX5283                          STATION RECOVERY (1954)
 LX5283
 LX5283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5283'STATION, REFERENCE MARKS, AND WITNESS MARKS RECOVERED IN GOOD
 LX5283'CONDITION.  PREVIOUS DESCRIPTIONS ARE ADEQUATE EXCEPT FOR THE
 LX5283'FOLLOWING DISCREPANCIES--
 LX5283'
 LX5283'WITNESS MARK NOTED AS NO. 3 IN 1886 IS CALLED NO. 4 IN 1932.
 LX5283'
 LX5283'REFERENCE MARK CALLED NO. 1 IN 1932 IS CALLED NO. 3 IN 1934.  DISK
 LX5283'IS STAMPED FORT HILL 2 NO 3.
 LX5283
 LX5283                          STATION RECOVERY (1972)
 LX5283
 LX5283'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (NNF)
 LX5283'FORT HILL 2 EXCELLENT
 LX5283'
 LX5283'FORT HILL RM 1, 2, 3 EXCELLENT
 LX5283
 LX5283                          STATION RECOVERY (1975)
 LX5283
 LX5283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5283'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 LX5283'REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.  THE
 LX5283'DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE GREATER BY 2
 LX5283'MINUTES AND 13 SECONDS.  THE DIRECTIONS TO REFERENCE MARKS 2
 LX5283'AND 3 CHECKED THE 1934 OBSERVATIONS.  THE DISTANCE TO REFERENCE
 LX5283'MARK 1 WAS FOUND TO BE SHORTER BY 0.013 METERS, THE DISTANCE TO
 LX5283'REFERENCE MARK 2 CHECKED THE 1934 MEASUREMENT AND THE DISTANCE
 LX5283'TO REFERENCE MARK 3 WAS FOUND TO BE LONGER BY 0.039 METERS.
 LX5283'THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 WAS
 LX5283'FOUND TO BE SHORTER BY 0.068 METERS.  A NEW AND COMPLETE
 LX5283'DESCRIPTION FOLLOWS.
 LX5283'
 LX5283'THE STATION IS LOCATED ABOUT 3 MILES EAST OF GROTON, 2 MILES
 LX5283'WEST OF WEST MYSTIC AND 2 MILES NORTHEAST OF TRUMBULL AIRPORT.  IT
 LX5283'IS ON THE PROPERTY OF MR. BILL BURROWS.  HIS TELEPHONE NUMBER IS
 LX5283'445-4842.
 LX5283'
 LX5283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX5283'STATE HIGHWAY 215, JUST EAST OF GROTON, GO NORTHERLY ON
 LX5283'U.S. HIGHWAY 1 FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 LX5283'DESCRIBED.
 LX5283'
 LX5283'THE STATION MARK IS A STANDARD DISK STAMPED FORT HILL 2, SET
 LX5283'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LX5283'GROUND SURFACE, IT IS 172 FEET EAST OF THE CENTER LINE OF
 LX5283'U.S. HIGHWAY 1, 14.6 FEET SOUTHWEST OF A 6-INCH EVERGREEN TREE
 LX5283'AND 3.7 FEET NORTH OF A METAL WITNESS POST.  THE 1932
 LX5283'DESCRIPTION STATES THAT THE UNDERGROUND MARK IS AN 8-INCH TERRA
 LX5283'COTTA PIPE BURIED 2 FEET BELOW THE GROUND SURFACE.
 LX5283'
 LX5283'REFERENCE MARK 1, STAMPED FORT HILL 2 NO 1 1934, IS A STANDARD
 LX5283'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 LX5283'ABOUT 4 BY 6 FEET IN DIAMETER AND PROJECTS ABOUT 2 FEET ABOVE
 LX5283'THE GROUND SURFACE.  IT IS 41.1 FEET SOUTH OF A METAL WITNESS
 LX5283'POST, 33.8 FEET WEST OF A 14-INCH TREE AND 13.0 FEET NORTH OF A
 LX5283'3-INCH PINE TREE.
 LX5283'
 LX5283'REFERENCE MARK 2, STAMPED FORT HILL 2 NO 2 1934, IS A
 LX5283'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 LX5283'WHICH IS ABOUT 8 FEET ACROSS AND PROJECTS ABOUT 3-1/2 FEET
 LX5283'ABOVE THE GROUND SURFACE.  IT IS 114 FEET EAST OF A ROCK FENCE,
 LX5283'23 FEET WEST OF A METAL WITNESS POST AND 9 FEET SOUTH OF A
 LX5283'4-INCH PINE TREE.
 LX5283'
 LX5283'REFERENCE MARK 3, STAMPED FORT HILL 2 NO 3 1934, IS A STANDARD
 LX5283'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 LX5283'ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 14 INCHES ABOVE THE
 LX5283'GROUND SURFACE.  IT IS 136 FEET WEST OF A METAL WITNESS POST,
 LX5283'34.5 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 1, 8 FEET
 LX5283'SOUTH OF A CLUMP OF TREES AND 1-FOOT EAST OF A ROCK FENCE.
 LX5283'
 LX5283'HEIGHT OF LIGHT ABOVE STATION MARK 74.8 FEET.
 LX5283'
 LX5283'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5283'2 MILES WEST OF WEST MYSTIC.
 LX5283
 LX5283                          STATION RECOVERY (1984)
 LX5283
 LX5283'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5283'FORT HILL 2 RECOVERED GOOD.
 LX5283'
 LX5283'FORT HILL RM 1, 2, 3 RECOVERED GOOD.
 LX5283'
 LX5283'REFERENCE MARK NO. 3 IS A STANDARD DISC SET IN A DRILL HOLE IN A
 LX5283'BOULDER THAT IS PART OF THE STONE FENCE ON THE W SIDE OF THE FIELD
 LX5283'AND IS W OF THE STATION.  CONDITION OF THIS RM - DISC PROTRUDES FROM
 LX5283'BOULDER ONE INCH OR SO AND CEMENT IS BROKEN UNDER IT.
 LX5283
 LX5283                          STATION RECOVERY (1989)
 LX5283
 LX5283'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGS)
 LX5283'RECOVERED IN GOOD CONDITION.
 LX5283
 LX5283                          STATION RECOVERY (2002)
 LX5283
 LX5283'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LX5283'STA, RM1, RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5105 ***********************************************************************
 LX5105  DESIGNATION -  FORT SHANTOK CHIMNEY
 LX5105  PID         -  LX5105
 LX5105  STATE/COUNTY-  CT/NEW LONDON
 LX5105  USGS QUAD   -  UNCASVILLE (1984)
 LX5105
 LX5105                         *CURRENT SURVEY CONTROL
 LX5105  ___________________________________________________________________
 LX5105* NAD 83(1996)-  41 28 53.21977(N)    072 04 56.35962(W)     ADJUSTED  
 LX5105* NAVD 88     -                                                        
 LX5105  ___________________________________________________________________
 LX5105  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LX5105  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5105
 LX5105  HORZ ORDER  -  THIRD
 LX5105
 LX5105.The horizontal coordinates were established by classical geodetic methods
 LX5105.and adjusted by the National Geodetic Survey in August 1998..
 LX5105
 LX5105
 LX5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5105
 LX5105.The geoid height was determined by GEOID03.
 LX5105
 LX5105;                    North         East     Units Scale Factor Converg.
 LX5105;SPC CT       -   224,594.304   360,563.588   MT  0.99998355   +0 26 33.8
 LX5105;SPC CT       -   736,856.48  1,182,949.04   sFT  0.99998355   +0 26 33.8
 LX5105;UTM  18      - 4,596,315.064   743,600.040   MT  1.00033034   +1 56 00.8
 LX5105;UTM  19      - 4,596,792.309   242,652.038   MT  1.00041511   -2 02 34.0
 LX5105
 LX5105                          SUPERSEDED SURVEY CONTROL
 LX5105
 LX5105  NAD 83(1992)-  41 28 53.21873(N)    072 04 56.35896(W) AD(       ) 4
 LX5105  NAD 83(1986)-  41 28 53.21945(N)    072 04 56.36151(W) AD(       ) 4
 LX5105  NAD 27      -  41 28 52.86500(N)    072 04 58.07600(W) AD(       ) 3
 LX5105
 LX5105.Superseded values are not recommended for survey control.
 LX5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5105.See file dsdata.txt to determine how the superseded data were derived.
 LX5105
 LX5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4360096315(NAD 83)
 LX5105_MARKER: 85 = CHIMNEY
 LX5105
 LX5105  HISTORY     - Date     Condition        Report By
 LX5105  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5105  HISTORY     - 1961     GOOD             CGS
 LX5105  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX5105
 LX5105                          STATION DESCRIPTION
 LX5105
 LX5105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5105'THE SMALL GREEN ROOF COTTAGE IS ON THE SIDE OF THE HILL JUST N OF
 LX5105'FORT SHANTOK AND ABOUT 200 FEET N OF FORT SHANTOK ROAD.  THERE ARE
 LX5105'2 CONCRETE CHIMNEYS IN THE E AND W CENTER LINE OF THE HOUSE.  THE
 LX5105'E CHIMNEY IS NEAR THE CENTER OF THE HOUSE.
 LX5105'
 LX5105'THE STATION IS THE CENTER LINE OF THE E CHIMNEY.  HEIGHT ABOUT
 LX5105'15 FEET.
 LX5105
 LX5105                          STATION RECOVERY (1961)
 LX5105
 LX5105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5105'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 LX5105'BY G.C.M. IN 1934.
 LX5105
 LX5105                          STATION RECOVERY (1985)
 LX5105
 LX5105'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX5105'FORT SHANTOK CHIMNEY - NOT RECOVERED - THE SMALL ROOFED GREEN COTTAGE
 LX5105'DOES NOT EXIST AT THE GEOGRAPHIC LOCATION GIVEN.  IT IS BELIEVED
 LX5105'THAT THIS HOUSE WAS REMOVED OR DESTROYED WHEN THE MOLTEGAN PRESTON
 LX5105'BRIDGE WAS BUILT IN 1967.  THE GEOGRAPHIC LOCATION APPEARS TO BE
 LX5105'THE SAME AS THE NOW EXISTING BRIDGE APPROACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5234 ***********************************************************************
 LX5234  DESIGNATION -  FORT TRUMBULL
 LX5234  PID         -  LX5234
 LX5234  STATE/COUNTY-  CT/NEW LONDON
 LX5234  USGS QUAD   -  NEW LONDON (1984)
 LX5234
 LX5234                         *CURRENT SURVEY CONTROL
 LX5234  ___________________________________________________________________
 LX5234* NAD 83(1996)-  41 20 37.70649(N)    072 05 37.17539(W)     ADJUSTED  
 LX5234* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LX5234  ___________________________________________________________________
 LX5234  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX5234  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5234
 LX5234  HORZ ORDER  -  THIRD
 LX5234
 LX5234.The horizontal coordinates were established by classical geodetic methods
 LX5234.and adjusted by the National Geodetic Survey in August 1998..
 LX5234
 LX5234.The orthometric height was scaled from a topographic map.
 LX5234
 LX5234.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5234
 LX5234.The geoid height was determined by GEOID03.
 LX5234
 LX5234;                    North         East     Units Scale Factor Converg.
 LX5234;SPC CT       -   209,300.865   359,732.815   MT  0.99998860   +0 26 06.7
 LX5234;SPC CT       -   686,681.25  1,180,223.41   sFT  0.99998860   +0 26 06.7
 LX5234;SPC NY L     -   132,458.453   459,546.463   MT  1.00003198   +1 14 48.9
 LX5234;SPC NY L     -   434,574.11  1,507,695.35   sFT  1.00003198   +1 14 48.9
 LX5234;UTM  18      - 4,580,999.949   743,166.591   MT  1.00032776   +1 55 14.9
 LX5234
 LX5234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5234!SPC CT       -   1.00000312  x   0.99998860  =   0.99999172
 LX5234!SPC NY L     -   1.00000312  x   1.00003198  =   1.00003510
 LX5234!UTM  18      -   1.00000312  x   1.00032776  =   1.00033088
 LX5234
 LX5234:                Primary Azimuth Mark                     Grid Az
 LX5234:SPC CT       -  SUBMARINE BASE TOWER                     000 42 14.8
 LX5234:SPC NY L     -  SUBMARINE BASE TOWER                     359 53 32.6
 LX5234:UTM  18      -  SUBMARINE BASE TOWER                     359 13 06.6
 LX5234
 LX5234|---------------------------------------------------------------------|
 LX5234| PID    Reference Object                     Distance      Geod. Az  |
 LX5234|                                                           dddmmss.s |
 LX5234| LX5090 SUBMARINE BASE TOWER                APPROX. 5.7 KM 0010821.5 |
 LX5234| LX5232 NEW LONDON BLACK TK RR BRIDGE       APPROX. 1.8 KM 0053512.2 |
 LX5234| LX5302 BAILEYS HILL TANK                   APPROX. 3.6 KM 0161912.8 |
 LX5234| LX5324 BLACK STANDPIPE                     APPROX. 2.1 KM 0965719.6 |
 LX5234| LX5218 FISHERY STACK                       APPROX. 1.7 KM 1344425.7 |
 LX5234| LX5238 MOHICAN                             APPROX. 1.3 KM 3430436.1 |
 LX5234| LX5247 COAST GUARD ACADEMY CUPOLA          APPROX. 3.2 KM 3490722.3 |
 LX5234|---------------------------------------------------------------------|
 LX5234
 LX5234                          SUPERSEDED SURVEY CONTROL
 LX5234
 LX5234  NAD 83(1992)-  41 20 37.70534(N)    072 05 37.17456(W) AD(       ) 3
 LX5234  NAD 83(1986)-  41 20 37.70623(N)    072 05 37.17928(W) AD(       ) 3
 LX5234  NAD 27      -  41 20 37.35700(N)    072 05 38.90300(W) AD(       ) 3
 LX5234
 LX5234.Superseded values are not recommended for survey control.
 LX5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5234.See file dsdata.txt to determine how the superseded data were derived.
 LX5234
 LX5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4316781000(NAD 83)
 LX5234_MARKER: DD = SURVEY DISK
 LX5234_SETTING: 0 = UNSPECIFIED SETTING
 LX5234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5234
 LX5234  HISTORY     - Date     Condition        Report By
 LX5234  HISTORY     - 1932     MONUMENTED       USE
 LX5234  HISTORY     - 1947     GOOD             CGS
 LX5234  HISTORY     - 1960     GOOD             CGS
 LX5234  HISTORY     - 1984     GOOD             USPSQD
 LX5234
 LX5234                          STATION DESCRIPTION
 LX5234
 LX5234'DESCRIBED BY US ENGINEERS 1932 (MHR)
 LX5234'STATION IS ON TOP OF THE N PARAPET OF FORT TRUMBULL.  THE
 LX5234'SUBSURFACE MARK IS A NAIL CEMENTED IN A DRAIN TILE, 4 BY 16 INCHES,
 LX5234'BURIED 2 FEET BELOW THE SURFACE.  THE SURFACE MARK IS A STANDARD
 LX5234'DISC, STAMPED FORT TRUMBULL, CEMENTED IN A FOUR-INCH TILE.
 LX5234'
 LX5234'THERE ARE TWO CHIMNEYS OR VENTS ON THE N PARAPET AND THE
 LX5234'FOLLOWING MEASUREMENTS WERE TAKEN FROM THE STATION--FACE OF
 LX5234'CHIMNEY TO W, 1.10 METERS.  FACE OF CHIMNEY TO E, 11.6 METERS.
 LX5234'EDGE OF PARAPET TO S, 0.91 METER.  EDGE OF PARAPET TO N, 5.31
 LX5234'METERS.
 LX5234
 LX5234                          STATION RECOVERY (1947)
 LX5234
 LX5234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JCS)
 LX5234'RECOVERED BY ORIGINAL DESCRIPTION.  MARK IS IN GOOD
 LX5234'CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.  THE
 LX5234'TWO CHIMNEYS OR VENTS MENTIONED IN THE ORIGINAL DESCRIPTION ARE
 LX5234'IN PLACE BUT NO MEASUREMENTS WERE TAKEN.
 LX5234
 LX5234                          STATION RECOVERY (1960)
 LX5234
 LX5234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5234'STATION RECOVERED AS DESCRIBED BY M.H.R. IN 1932 AND J.C.S. IN
 LX5234'1947.  MEASUREMENTS CHECKED.  FORT IS NOW PART OF THE NAVY
 LX5234'UNDERWATER SOUND LABORATORY.
 LX5234
 LX5234                          STATION RECOVERY (1984)
 LX5234
 LX5234'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5234'FORT TRUMBULL (U.S.E.) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6533 ***********************************************************************
 LX6533  DESIGNATION -  FORT WOOSTER 3
 LX6533  PID         -  LX6533
 LX6533  STATE/COUNTY-  CT/NEW HAVEN
 LX6533  USGS QUAD   -  NEW HAVEN (1984)
 LX6533
 LX6533                         *CURRENT SURVEY CONTROL
 LX6533  ___________________________________________________________________
 LX6533* NAD 83(1996)-  41 16 55.80371(N)    072 53 33.58780(W)     ADJUSTED  
 LX6533* NAVD 88     -        60.9    (meters)     200.     (feet)  VERTCON   
 LX6533  ___________________________________________________________________
 LX6533  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LX6533  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6533
 LX6533  HORZ ORDER  -  FIRST
 LX6533
 LX6533.The horizontal coordinates were established by classical geodetic methods
 LX6533.and adjusted by the National Geodetic Survey in August 1998..
 LX6533
 LX6533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6533
 LX6533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6533
 LX6533.The geoid height was determined by GEOID03.
 LX6533
 LX6533;                    North         East     Units Scale Factor Converg.
 LX6533;SPC CT       -   202,256.476   292,849.035   MT  0.99999272   -0 05 40.5
 LX6533;SPC CT       -   663,569.79    960,788.88   sFT  0.99999272   -0 05 40.5
 LX6533;UTM  18      - 4,572,222.863   676,477.490   MT  0.99998330   +1 23 26.6
 LX6533
 LX6533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6533!SPC CT       -   0.99999513  x   0.99999272  =   0.99998785
 LX6533!UTM  18      -   0.99999513  x   0.99998330  =   0.99997843
 LX6533
 LX6533:                Primary Azimuth Mark                     Grid Az
 LX6533:SPC CT       -  EAST PEARL ST METH CH SPIRE              002 15 13.4
 LX6533:UTM  18      -  EAST PEARL ST METH CH SPIRE              000 46 06.3
 LX6533
 LX6533|---------------------------------------------------------------------|
 LX6533| PID    Reference Object                     Distance      Geod. Az  |
 LX6533|                                                           dddmmss.s |
 LX6533| LX6534 EAST PEARL ST METH CH SPIRE         APPROX. 2.8 KM 0020932.9 |
 LX6533| LX6478 PILGRIM CHURCH SPIRE                APPROX. 2.9 KM 0121023.6 |
 LX6533| LX6417 SALTY                               APPROX. 5.6 KM 0511835.9 |
 LX6533| CZ7353 FORT WOOSTER 3 RM 3                  23.126 METERS 07847     |
 LX6533| LX6425 BRANFORD CONG CHURCH SPIRE          APPROX. 6.9 KM 0905549.8 |
 LX6533| LX6437 SAINT MARYS CHURCH TOWER            APPROX. 6.5 KM 0925121.0 |
 LX6533| LX6448 SALTONSTALL STANDPIPE               APPROX. 2.5 KM 0952104.0 |
 LX6533| LX6436 MALLEABLE IRON CO ELEVATED TK       APPROX. 6.4 KM 0995405.3 |
 LX6533| LX6451 EAST HAVEN SPIRE                    APPROX. 1.8 KM 1035619.8 |
 LX6533| CZ7351 FORT WOOSTER 3 RM 1                  20.920 METERS 11049     |
 LX6533| LX7588 FORT WOOSTER 3 RM 4                  31.702 METERS 13427     |
 LX6533| CZ7352 FORT WOOSTER 3 RM 2                  13.741 METERS 20557     |
 LX6533| LX6373 NEW HAVEN LIGHT                     APPROX. 8.0 KM 2112704.2 |
 LX6533| LX6509 SANDY POINT BREAKWATER LT           APPROX. 3.1 KM 2234706.0 |
 LX6533| LX6496 SHINGLE HILL TANK                   APPROX. 7.1 KM 2490435.2 |
 LX6533| LX6491 WEST HAVEN CONG CHURCH SPIRE        APPROX. 5.0 KM 2561211.5 |
 LX6533| LX6489 ARMSTRONG RUBBER CO ELEV TANK       APPROX. 5.7 KM 2583800.0 |
 LX6533| LX6497 WINCHESTER HOSPITAL ELEV TANK       APPROX. 5.9 KM 2704726.3 |
 LX6533| LX6485 WINCHESTER HOSPITAL STACK           APPROX. 5.8 KM 2714428.0 |
 LX6533| LX6520 SEAMLESS RUBBER CO ELEV TANK        APPROX. 3.2 KM 2840416.8 |
 LX6533| LX6487 FRESENIUS BREWERY TOWER             APPROX. 4.6 KM 2935053.5 |
 LX6533| LX6502 NY NH H RR PLANT W STACK            APPROX. 3.2 KM 2985422.6 |
 LX6533| LX6517 SACRED HEART CHURCH TOWER           APPROX. 3.7 KM 2985927.2 |
 LX6533| LX6503 NY NH H RR PLANT E STACK            APPROX. 3.2 KM 2991053.7 |
 LX6533| LX6486 YALE BASEBALL CAGE GABLE            APPROX. 6.6 KM 2991338.1 |
 LX6533| LX6512 YALE MEDICAL SCHOOL CUPOLA          APPROX. 4.2 KM 3040605.9 |
 LX6533| LX6518 YALE GRADUATE SCHOOL TOWER          APPROX. 4.5 KM 3170842.3 |
 LX6533| LX6505 STERLING TOWER                      APPROX. 4.3 KM 3202249.5 |
 LX6533| LX6511 NEW HAVEN DAIRY TANK                APPROX. 6.3 KM 3270254.6 |
 LX6533| LX6508 YALE DIVINITY SCHOOL TOWER          APPROX. 5.2 KM 3321407.2 |
 LX6533| LX6499 NATIONAL FOLDING BOX CO TANK        APPROX. 3.5 KM 3434605.5 |
 LX6533| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 3.2 KM 3552816.1 |
 LX6533| LX6532 NEW HAVEN FIRST CONG CH SPIRE       APPROX. 3.0 KM 3585134.4 |
 LX6533|---------------------------------------------------------------------|
 LX6533
 LX6533                          SUPERSEDED SURVEY CONTROL
 LX6533
 LX6533  NAD 83(1992)-  41 16 55.80280(N)    072 53 33.58761(W) AD(       ) 1
 LX6533  NAD 83(1986)-  41 16 55.80488(N)    072 53 33.59097(W) AD(       ) 1
 LX6533  NAD 27      -  41 16 55.45900(N)    072 53 35.22700(W) AD(       ) 1
 LX6533  NGVD 29 (01/16/90)   61.2    (m)          201.     (f) VERT ANG       
 LX6533
 LX6533.Superseded values are not recommended for survey control.
 LX6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6533.See file dsdata.txt to determine how the superseded data were derived.
 LX6533
 LX6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7647772223(NAD 83)
 LX6533_MARKER: Z = SEE DESCRIPTION
 LX6533_SETTING: 0 = UNSPECIFIED SETTING
 LX6533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6533
 LX6533  HISTORY     - Date     Condition        Report By
 LX6533  HISTORY     - 1882     MONUMENTED       CGS
 LX6533  HISTORY     - 1910     SEE DESCRIPTION  CGS
 LX6533  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX6533  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6533  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6533  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6533  HISTORY     - 1982     GOOD             NGS
 LX6533  HISTORY     - 1984     GOOD             USPSQD
 LX6533  HISTORY     - 1989     GOOD             USPSQD
 LX6533
 LX6533                          STATION DESCRIPTION
 LX6533
 LX6533'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6533'ON A WELL KNOWN CLEARED HILL IN THAT PART OF FAIR HAVEN RECENTLY
 LX6533'(1882) ANNEXED, AND NOW WITHIN THE CITY LIMITS OF NEW HAVEN, ON
 LX6533'LAND BELONGING TO THE WOODWARD HEIRS, WHO LIVE 200 YARDS FROM
 LX6533'THE CORNERS.  THE STATION IS WITHIN SIGHT OF AND ABOUT 1/4
 LX6533'MILE E FROM THE ANNEX HOTEL, A WATERING PLACE FOR HORSES AND A
 LX6533'BARROOM AT THE CORNERS.  THE STATION IS NEAR THE MIDDLE OF THE
 LX6533'TRAVERSE AT THE SW END OF THE SMALL ELLIPTICAL EARTHWORK CALLED
 LX6533'FORT WOOSTER, A FORTIFICATION USED IN 1812, AND NOW A
 LX6533'RUIN.  STATION WAS MARKED BY A SODA WATER BOTTLE FILLED WITH
 LX6533'ASHES AND PLACED BOTTOM UP ABOUT 2 FEET BELOW SURFACE.  SURFACE
 LX6533'MARK IS OF FREESTONE, ABOUT 18 BY 6 INCHES BY 6 INCHES,
 LX6533'DRESSED FOR 3 INCHES TO A 4-INCH SQUARE, WITH CROSS LINES AND
 LX6533'DRILL HOLE IN CENTER AND THE LETTERS U.S.C.S. IN TOP.  DRILL
 LX6533'HOLE MARKS STATION.  IN 1903, J.B. BAYLOR REPORTED THAT
 LX6533'THE SURFACE MARK HAD DISAPPEARED.  A NEW SURFACE MARK WAS
 LX6533'PLACED CONSISTING OF A BLOCK OF DRESSED GRANITE 18 INCHES
 LX6533'SQUARE AND 8 INCHES THICK, WITH SMALL DRILL HOLE AND
 LX6533'TRIANGLE AND LETTERS U.S.C.S. CUT IN ITS TOP FACE.  THIS WAS
 LX6533'CENTERED OVER THE SODA WATER BOTTLE. TOP OF STONE IS ABOUT
 LX6533'FLUSH WITH SURFACE OF GROUND.  THE FORT IS NOW IN THE CITY PARK
 LX6533'SYSTEM.  IN 1903 A TRIPOD SIGNAL STOOD OVER THE STATION.
 LX6533'THE FOLLOWING REFERENCES WERE OBSERVED--CENTER OF LARGE
 LX6533'FLAGPOLE, DISTANT 7.1 FEET, 36 DEG 20 MIN RIGHT OF SW LEDGE
 LX6533'LIGHTHOUSE.  CENTER OF ARCH OF OLD MAGAZINE OF FORT, 53.8
 LX6533'FEET, 283 DEG 53 MIN RIGHT OF SW LEDGE LIGHTHOUSE.  FROM STATION IT
 LX6533'IS 10.4 FEET TO CENTER OF THE INTERIOR WALL OF THE CORNER
 LX6533'OF THE FORT.
 LX6533'
 LX6533'IN 1910 H.P. RITTER REPORTED THE STATION STILL IN
 LX6533'EXISTENCE.  THE SURFACE MARK, TRIPOD, AND MAGAZINE WERE STILL
 LX6533'IN POSITION AS DESCRIBED IN 1904.  THE FLAGPOLE REFERRED TO IN
 LX6533'1904 WAS GONE, HAVING BEEN BLOWN DOWN IN 1909.  THE STUMP OF
 LX6533'THE FLAGPOLE, PARTLY ROTTED AWAY AND FLUSH WITH THE GROUND WAS
 LX6533'STILL IN EVIDENCE.  THE STATION IS LOCATED IN FORT WOOSTER PARK,
 LX6533'AND IS EASILY REACHED BY TROLLEY AND VEHICLE.
 LX6533
 LX6533                          STATION RECOVERY (1916)
 LX6533
 LX6533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX6533'RECOVERY NOTES, TOGETHER WITH ORIGINAL DESCRIPTION, SUFFICIENT
 LX6533'WITH FOLLOWING ADDITIONS--TRIPOD AND FLAGPOLE GONE (1916).
 LX6533
 LX6533                          STATION RECOVERY (1933)
 LX6533
 LX6533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6533'THIS STATION IS IN FORT WOOSTER PARK, PART OF THE PARK SYSTEM OF
 LX6533'THE CITY OF NEW HAVEN.  BEACON AVENUE IN THE FAIRMONT SECTION OF
 LX6533'NEW HAVEN LEADS TO THE IMMEDIATE VICINITY OF THE STATION.
 LX6533'
 LX6533'THE STATION IS IN THE WESTERN PART OF THE OLD FORT AREA, ABOUT
 LX6533'5 METERS INSIDE THE EARTHEN BREAST WORKS.  IT BEARS N 85 DEG W
 LX6533'(MAGNETIC) AND 19.18 METERS DISTANT FROM THE OPENING IN THE
 LX6533'EARTH WORKS LEADING TO THE PARK DRIVE.  STATION BEARS NW
 LX6533'(MAGNETIC) AND IS 14.78 METERS DISTANT FROM W EDGE OF WALL AT
 LX6533'OPENING FOR OLD POWDER MAGAZINE.  THE OLD POWDER MAGAZINE IS
 LX6533'APPROXIMATELY IN THE CENTER OF THE OLD FORT AREA.
 LX6533'
 LX6533'THE CENTER IS MARKED WITH A BLOCK OF DRESSED GRANITE 18 INCHES
 LX6533'SQUARE AND 8 INCHES THICK.  IT HAS SMALL DRILLED HOLE AND
 LX6533'TRIANGLE WITH LETTERS U.S.C.S. CUT IN ITS TOP FACE.  TOP OF
 LX6533'STONE IS FLUSH WITH THE SURFACE OF THE GROUND.
 LX6533'
 LX6533'SUB-SURFACE MARK IS A SODA WATER BOTTLE FILLED WITH ASHES AND
 LX6533'PLACED, BOTTOM UP, ABOUT 2 FEET BELOW THE SURFACE.  IT WAS NOT
 LX6533'RECOVERED IN 1933.
 LX6533'
 LX6533'THESE MARKS ARE GIVEN AS ESTABLISHED IN 1882.
 LX6533'
 LX6533'STANDARD REFERENCE MARK TABLETS WERE ESTABLISHED IN 1933.
 LX6533'
 LX6533'REFERENCE MARK NO.1 IS IN AN OUTCROPPING ROCK IN THE FORT
 LX6533'AREA.  IT BEARS S 55 DEG E (MAGNETIC) AND IS 20.92 METERS
 LX6533'DISTANT.  OPENING OF POWDER MAGAZINE BEARS N 75 DEG W (MAGNETIC)
 LX6533'AND IS 6.7 METERS DISTANT FROM REFERENCE MARK NO.1.
 LX6533'
 LX6533'REFERENCE MARK NO.2 IS SET IN CONCRETE ON THE OUTER EDGE OF
 LX6533'THE EARTH EMBANKMENT.  IT BEARS S 40 DEG W (MAGNETIC) AND IS
 LX6533'13.75 METERS DISTANT FROM STATION.
 LX6533'
 LX6533'FROM REFERENCE MARK NO.1 TO REFERENCE MARK NO.2 THE DISTANCE
 LX6533'IS 26.02 METERS.
 LX6533
 LX6533                          STATION RECOVERY (1962)
 LX6533
 LX6533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6533'THE STATION AND REFERENCE MARK NUMBER TWO WERE RECOVERED AS
 LX6533'DESCRIBED AND WERE FOUND TO BE IN GOOD CONDITION.  REFERENCE
 LX6533'MARK NUMBER ONE WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 LX6533'
 LX6533'THE STATION IS LOCATED IN WHAT IS LOCALLY KNOWN AS FORT WOOSTER
 LX6533'PARK.
 LX6533
 LX6533                          STATION RECOVERY (1976)
 LX6533
 LX6533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6533'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LX6533'CONDITION, WITH THE EXCEPTION THAT THE REFERENCE MARK 2 DISK
 LX6533'WAS DEFACED AND THE STAMPING WAS NOT LEGIBLE.  REFERENCE MARK
 LX6533'1 WAS SEARCHED FOR BUT NOT RECOVERED.  REFERENCE MARK 3 WAS SET
 LX6533'AT THIS TIME AND A METAL ROD WAS DRIVEN BY THE STATION MARK.
 LX6533'THE DISTANCE TO REFERENCE MARK 2 WAS LESS BY 0.018 OF A METER
 LX6533'AND THE DIRECTION WAS MORE BY 3 MINUTES AND 01 SECOND.
 LX6533'FOLLOWING IS A NEW DESCRIPTION.
 LX6533'
 LX6533'THE STATION IS LOCATED IN NEW HAVEN, IN THE FORT WOOSTER PARK,
 LX6533'AT THE OLD FORT AREA.  IT IS ON PROPERTY OWNED BY THE CITY OF
 LX6533'NEW HAVEN AND PERMISSION WAS RECEIVED FROM MR. CARL A NASTRI,
 LX6533'DIRECTOR, PARKS DEPARTMENT, POST OFFICE BOX 1416, NEW HAVEN,
 LX6533'CONNECTICUT 06506, PHONE NUMBER 562-0151.
 LX6533'
 LX6533'TO REACH THE STATION FROM THE POST OFFICE IN EAST HAVEN, GO
 LX6533'NORTHWEST ON MAIN STREET FOR 1.05 MILES TO A CROSS ROAD.
 LX6533'TURN LEFT AND GO SOUTH ON TOWNSEND AVENUE FOR 0.4 MILE TO A
 LX6533'TRACK ROAD LEFT.  TURN LEFT GOING BETWEEN TWO STONE PILLARS
 LX6533'AND GO EASTERLY UPHILL ON A SWITCHBACK ROAD TO THE TOP OF THE
 LX6533'HILL, THE OLD FORT AREA AND THE STATION.
 LX6533'
 LX6533'STATION MARK, STAMPED---U S C S---, IS A BLOCK OF DRESSED
 LX6533'GRANITE 18-INCHES SQUARE AND 8-INCHES THICK, HAS A SMALL
 LX6533'DRILLED HOLE IN THE CENTER OF A TRIANGLE WITH LETTERS U S C S
 LX6533'CUT IN ITS TOP FACE AND IS FLUSH WITH THE GROUND SURFACE.  IT
 LX6533'IS 35 FEET NORTHWEST OF A CIRCLE DRIVE, 30.5 FEET SOUTH OF A
 LX6533'TWIN TRUNK TREE AND 13 FEET SOUTHEAST OF A SIGNAL POLE.  THE
 LX6533'UNDERGROUND MARK IS AS STATED IN THE 1933 DATA.
 LX6533'
 LX6533'REFERENCE MARK 2, STAMPED---FORT WOOSTER 3 NO 2 1882---, IS A
 LX6533'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 LX6533'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET WEST OF
 LX6533'THE CIRCLE DRIVE, 43 FEET SOUTHWEST OF THE SIGNAL POLE AND 24
 LX6533'FEET SOUTHEAST OF A FORKED TREE.
 LX6533'
 LX6533'REFERENCE MARK 3, STAMPED---FORT WOOSTER 3 1882 NO 3 1976---,
 LX6533'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP
 LX6533'OF BEDROCK THAT HAS A 1 FOOT BY 3 FEET EXPOSED SURFACED THAT
 LX6533'PROJECTS ABOUT 9 INCHES ON THE NORTH SIDE AND FLUSH ON THE
 LX6533'SOUTH SIDE.  IT IS 35 FEET WEST-NORTHWEST OF THE TRACK ROAD,
 LX6533'10.5 FEET EAST OF A 24-INCH TREE AND 9 FEET SOUTHWEST OF THE
 LX6533'TRACK ROAD THAT SWITCHES BACK LEADING TO THE OLD FORT AREA AND
 LX6533'THE STATION.
 LX6533'
 LX6533'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX6533'
 LX6533'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 12.05 METERS.
 LX6533'
 LX6533'DESCRIBED BY L.D. ACRES
 LX6533
 LX6533                          STATION RECOVERY (1982)
 LX6533
 LX6533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6533'THE STATION MARK, REFERNCE MARKS 2 AND 3 WERE RECOVERED IN
 LX6533'GOOD CONDITION. THE DISTANCE TO REFERNCE MARK 2 CHECKED
 LX6533'OLD DATA. THE DISTANCE TO REFERENCE MARK 3 WAS LONGER
 LX6533'BY 6 CM. THE ANGLE BETWEEN THE REFERENCE MARKS CHECKED WITH
 LX6533'THE OLD DATA. THIS STATION WAS OCCUPIED FOR MARKS ONLY.
 LX6533'REFERENCE MARK 4 WAS SET AND A TOWER BUILT OVER AND
 LX6533'OCCUPIED.  A TRAVERSE TIE WAS MADE TO THE STATION.
 LX6533'
 LX6533'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST
 LX6533'FROM NEW HAVEN, 5.1 KM ( 3.2 MI) EAST FROM WEST
 LX6533'HAVEN, AND 9.6 KM (6.0 MI) SOUTH FROM NORTH HAVEN.
 LX6533'OWNERSHIP--NEW HAVEN PARKS DEPARTMENT, RICK HIGH,
 LX6533'NEW HAVEN CITY HALL, 195 CHURCH STREET,
 LX6533'NEW HAVEN CT 06510, PHONE 203-787-6471.
 LX6533'
 LX6533'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET
 LX6533'(U.S. HIGHWAY 1) AND TOWNSEND STREET, GO EAST ON MAIN STREET
 LX6533'FOR 0.1 KM (0.05 MI) TO BEACON STREET ON THE RIGHT AND GO
 LX6533'UPHILL FOR 0.7 KM (0.45 MI) TO THE TOP OF THE HILL AND
 LX6533'A PLAYGROUND.  BEAR LEFT ACROSS THE PLAYGROUND FOR ABOUT
 LX6533'15 METERS (49 FEET) TO AN OPENING IN THE EARTHEN RING AND
 LX6533'THE STATION INSIDE THE RING.
 LX6533'
 LX6533'THE STATION IS A DRILL HOLE SURROUNDED BY A
 LX6533'TRIANGLE IN GRANITE 46 CM ON A SIDE.
 LX6533'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6533'13.58 METERS (44.55 FT) SOUTHWEST FROM A FORKED MAPLE TREE,
 LX6533'10.4 METERS (34.1 FT) NORTHWEST FROM THE CENTER OF CIRCLE
 LX6533'DRIVE AND
 LX6533'8.6 METERS (28.2 FT) EAST-SOUTHEAST FROM A FORKED MAPLE TREE.
 LX6533'
 LX6533'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6533'STAMPED---FORT WOOSTER 3 NO 2 1933---,
 LX6533'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 CM ON A SIDE
 LX6533'FLUSH WITH GROUND.  IT IS LOCATED
 LX6533'15.8 METERS (51.83 FT) SOUTH FROM A FORKED MAPLE TREE,
 LX6533'13.3 METERS (43.6 FT) WEST FROM THE CENTER OF CIRCLE DRIVE.
 LX6533'MARK IS BELOW STATION 0.3 METERS.
 LX6533'
 LX6533'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX6533'STAMPED---FORT WOOSTER 3 1882 NO 3 1976---,
 LX6533'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6533'14.32 METERS (47.0 FT) NORTH FROM THE OLD MAGAZINE ENTRANCE,
 LX6533'10.85 METERS (35.6 FT) SOUTH FROM THE CENTER OF THE GRAVEL ROAD,
 LX6533'3.35 METERS (11.0 FT) SOUTHWEST FROM A 50 CM MAPLE TREE,
 LX6533'2.89 METERS (9.5 FT) SOUTHEAST FROM THE CENTER OF THE GRAVEL
 LX6533'DRIVE.
 LX6533'MARK IS BELOW STATION 1.0 METER.
 LX6533'
 LX6533'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX6533'STAMPED---FORT WOOSTER 3 1882 NO 4 1982---,
 LX6533'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 LX6533'GROUND WITH AN UNDERGROUND MARK SET 1.1 METERS BELOW THE
 LX6533'SURFACE INTO AN IRREGULAR MASS OF CONCRETE.
 LX6533'IT IS LOCATED
 LX6533'8.7 METERS (28.55 FT) SOUTH FROM THE CENTER OF CIRCLE DRIVE,
 LX6533'8.6 METERS (28.2 FT) NORTHWEST FROM A TRIANGULAR BLAZED MAPLE
 LX6533'TREE,
 LX6533'3.87 METERS (12.7 FT) NORTH FROM A WITNESS POST.
 LX6533'MARK IS LEVEL WITH STATION.
 LX6533'
 LX6533'NO LIGHT SHOWN FROM THIS STATION.
 LX6533'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6533'
 LX6533'DESCRIBED BY D.L. MCFARLAND, CHECKED BY M.L. BERGMAN.
 LX6533
 LX6533                          STATION RECOVERY (1984)
 LX6533
 LX6533'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6533'USCS RECOVERED EXCELLENT STONE TABLET AND DRILL HOLE ARE IN PLACE
 LX6533'ALONG WITH REF. MARK NO. 2 - REF. MARK NO. 1 WAS NOT FOUND.  THERE
 LX6533'ARE NO FLAG POLES OR TRIPODS IN THE AREA AND AN AERIAL BEACON
 LX6533'ON A TELEPHONE POLE WHICH WAS ABOUT 15 FEET AWAY HAS FALLEN DOWN.
 LX6533
 LX6533                          STATION RECOVERY (1989)
 LX6533
 LX6533'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHM)
 LX6533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7588 ***********************************************************************
 LX7588  DESIGNATION -  FORT WOOSTER 3 RM 4
 LX7588  PID         -  LX7588
 LX7588  STATE/COUNTY-  CT/NEW HAVEN
 LX7588  USGS QUAD   -  NEW HAVEN (1984)
 LX7588
 LX7588                         *CURRENT SURVEY CONTROL
 LX7588  ___________________________________________________________________
 LX7588* NAD 83(1996)-  41 16 55.08413(N)    072 53 32.61527(W)     ADJUSTED  
 LX7588* NAVD 88     -        60.90   (+/-2cm)     199.8    (feet)  VERTCON   
 LX7588  ___________________________________________________________________
 LX7588  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LX7588  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX7588
 LX7588  HORZ ORDER  -  FIRST
 LX7588  VERT ORDER  -  THIRD (See Below)
 LX7588
 LX7588.The horizontal coordinates were established by classical geodetic methods
 LX7588.and adjusted by the National Geodetic Survey in August 1998..
 LX7588
 LX7588.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7588.The vertical order pertains to the NGVD 29 superseded value.
 LX7588
 LX7588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7588
 LX7588.The geoid height was determined by GEOID03.
 LX7588
 LX7588;                    North         East     Units Scale Factor Converg.
 LX7588;SPC CT       -   202,234.240   292,871.630   MT  0.99999274   -0 05 39.9
 LX7588;SPC CT       -   663,496.84    960,863.01   sFT  0.99999274   -0 05 39.9
 LX7588;UTM  18      - 4,572,201.220   676,500.653   MT  0.99998340   +1 23 27.2
 LX7588
 LX7588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7588!SPC CT       -   0.99999513  x   0.99999274  =   0.99998787
 LX7588!UTM  18      -   0.99999513  x   0.99998340  =   0.99997853
 LX7588
 LX7588|---------------------------------------------------------------------|
 LX7588| PID    Reference Object                     Distance      Geod. Az  |
 LX7588|                                                           dddmmss.s |
 LX7588| CZ7353 FORT WOOSTER 3 RM 3                  26.694 METERS 00005     |
 LX7588| CZ7352 FORT WOOSTER 3 RM 2                                28858     |
 LX7588| LX6533 FORT WOOSTER 3                       31.702 METERS 31427     |
 LX7588|---------------------------------------------------------------------|
 LX7588
 LX7588                          SUPERSEDED SURVEY CONTROL
 LX7588
 LX7588  NAD 83(1992)-  41 16 55.08322(N)    072 53 32.61508(W) AD(       ) 1
 LX7588  NAD 83(1986)-  41 16 55.08530(N)    072 53 32.61843(W) AD(       ) 1
 LX7588  NAD 83(1986)-  41 16 55.08535(N)    072 53 32.61852(W) AD(       ) 1
 LX7588  NGVD 29 (01/16/90)   61.22   (m)          200.9    (f) LEVELING    3  
 LX7588
 LX7588.Superseded values are not recommended for survey control.
 LX7588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7588.See file dsdata.txt to determine how the superseded data were derived.
 LX7588
 LX7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7650172201(NAD 83)
 LX7588_MARKER: DS = TRIANGULATION STATION DISK
 LX7588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7588+STABILITY: SURFACE MOTION
 LX7588
 LX7588  HISTORY     - Date     Condition        Report By
 LX7588  HISTORY     - 1982     MONUMENTED       NGS
 LX7588
 LX7588                          STATION DESCRIPTION
 LX7588
 LX7588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7588'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST FROM
 LX7588'NEW HAVEN, 5.1 KM (3.2 MI) EAST FROM WEST HAVEN, AND 9.6 KM
 LX7588'(6.0 MI) SOUTH FROM NORTH HAVEN.
 LX7588'OWNERSHIP--NEW HAVEN PARKS DEPARTMENT, RICK HIGH,
 LX7588'NEW HAVEN CITY HALL, 195 CHURCH STREET, NEW HAVEN CT 06510,
 LX7588'PHONE 203-787-6471.
 LX7588'
 LX7588'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET
 LX7588'(U.S. HIGHWAY 1) AND TOWNSEND STREET, GO EAST ON MAIN STREET
 LX7588'FOR 0.1 KM (0.05 MI) TO BEACON STREET ON THE RIGHT. TURN
 LX7588'RIGHT AND GO UPHILL FOR 0.7 KM (0.45 MI) TO THE TOP OF
 LX7588'THE HILL AND A PLAYGROUND. BEAR LEFT ACROSS THE PLAYGROUND
 LX7588'FOR 15 METERS (49 FEET) TO AN OPENING IN THE EARTHEN RING
 LX7588'AND THE STATION INSIDE THE RING.
 LX7588'
 LX7588'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7588'STAMPED---FORT WOOSTER 3 1882 NO 4 1982---,
 LX7588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 LX7588'GROUND WITH AN UNDERGROUND MARK SET 1.01 METERS BELOW THE
 LX7588'SURFACE INTO AN IRREGULAR MASS OF CONCRETE.
 LX7588'IT IS LOCATED
 LX7588'8.7 METERS (28.55 FT) SOUTH FROM THE CENTER OF CIRCLE DRIVE,
 LX7588'8.6 METERS (28.2 FT) NORTHWEST FROM A TRIANGULAR BLAZED MAPLE
 LX7588'TREE,
 LX7588'3.87 METERS (12.7 FT) NORTH FROM A WITNESS POST.
 LX7588'
 LX7588'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.0 METERS.
 LX7588'
 LX7588'A TRAVERSE TIE WAS MADE TO STATION FORT WOOSTER 3 1882
 LX7588'SEE DESCRIPTION THEREOF.
 LX7588'
 LX7588'DESCRIBED BY D.L. MCFARLAND, CHECKED BY M.L. BERGMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6477 ***********************************************************************
 LX6477  DESIGNATION -  FOX
 LX6477  PID         -  LX6477
 LX6477  STATE/COUNTY-  CT/NEW HAVEN
 LX6477  USGS QUAD   -  NEW HAVEN (1984)
 LX6477
 LX6477                         *CURRENT SURVEY CONTROL
 LX6477  ___________________________________________________________________
 LX6477* NAD 83(1996)-  41 19 22.23710(N)    072 52 44.86878(W)     ADJUSTED  
 LX6477* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX6477  ___________________________________________________________________
 LX6477  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LX6477  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6477
 LX6477  HORZ ORDER  -  SECOND
 LX6477
 LX6477.The horizontal coordinates were established by classical geodetic methods
 LX6477.and adjusted by the National Geodetic Survey in August 1998..
 LX6477
 LX6477.The orthometric height was scaled from a topographic map.
 LX6477
 LX6477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6477
 LX6477.The geoid height was determined by GEOID03.
 LX6477
 LX6477;                    North         East     Units Scale Factor Converg.
 LX6477;SPC CT       -   206,772.109   293,989.513   MT  0.99998987   -0 05 08.2
 LX6477;SPC CT       -   678,384.83    964,530.59   sFT  0.99998987   -0 05 08.2
 LX6477;SPC NY L     -   128,994.408   393,843.083   MT  1.00002889   +0 43 59.3
 LX6477;SPC NY L     -   423,209.15  1,292,133.51   sFT  1.00002889   +0 43 59.3
 LX6477;UTM  18      - 4,576,766.524   677,500.488   MT  0.99998776   +1 24 02.8
 LX6477
 LX6477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6477!SPC CT       -   1.00000440  x   0.99998987  =   0.99999427
 LX6477!SPC NY L     -   1.00000440  x   1.00002889  =   1.00003329
 LX6477!UTM  18      -   1.00000440  x   0.99998776  =   0.99999216
 LX6477
 LX6477:                Primary Azimuth Mark                     Grid Az
 LX6477:SPC CT       -  PILGRIM CHURCH SPIRE                     197 19 15.0
 LX6477:SPC NY L     -  PILGRIM CHURCH SPIRE                     196 30 07.5
 LX6477:UTM  18      -  PILGRIM CHURCH SPIRE                     195 50 04.0
 LX6477
 LX6477|---------------------------------------------------------------------|
 LX6477| PID    Reference Object                     Distance      Geod. Az  |
 LX6477|                                                           dddmmss.s |
 LX6477| LX6478 PILGRIM CHURCH SPIRE                APPROX. 1.8 KM 1971406.8 |
 LX6477| LX6532 NEW HAVEN FIRST CONG CH SPIRE       APPROX. 1.9 KM 2185747.8 |
 LX6477| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 1.9 KM 2263715.7 |
 LX6477| LX6506 UNION NEW HAVEN TRUST CO TOWER      APPROX. 4.1 KM 2464104.4 |
 LX6477|---------------------------------------------------------------------|
 LX6477
 LX6477                          SUPERSEDED SURVEY CONTROL
 LX6477
 LX6477  NAD 83(1992)-  41 19 22.23619(N)    072 52 44.86864(W) AD(       ) 2
 LX6477  NAD 83(1986)-  41 19 22.23873(N)    072 52 44.87224(W) AD(       ) 2
 LX6477  NAD 27      -  41 19 21.89500(N)    072 52 46.51100(W) AD(       ) 2
 LX6477
 LX6477.Superseded values are not recommended for survey control.
 LX6477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6477.See file dsdata.txt to determine how the superseded data were derived.
 LX6477
 LX6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7750076767(NAD 83)
 LX6477
 LX6477  HISTORY     - Date     Condition        Report By
 LX6477  HISTORY     - 1934     MONUMENTED       CGS
 LX6477
 LX6477                          STATION DESCRIPTION
 LX6477
 LX6477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6477'THIS STATION IS ON THE S SIDE OF THE CONCRETE PAVEMENT OF FOXON
 LX6477'ROAD BETWEEN QUINIPIAC AVENUE AND MIDDLETOWN AVENUE.  AT THIS
 LX6477'POINT, THE CONCRETE ENDS AND THE PENETRATION (BLACK) PAVEMENT
 LX6477'ACROSS THE MEADOWS BEGINS.
 LX6477'
 LX6477'STATION LOCATED BY A 3-POINT FIX WITH CHECK AND ANGLE AND
 LX6477'DISTANCE FROM ECCENTRIC SET-UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5403 ***********************************************************************
 LX5403  DESIGNATION -  FOX ISLAND CHIMNEY
 LX5403  PID         -  LX5403
 LX5403  STATE/COUNTY-  CT/NEW LONDON
 LX5403  USGS QUAD   -  NIANTIC (1983)
 LX5403
 LX5403                         *CURRENT SURVEY CONTROL
 LX5403  ___________________________________________________________________
 LX5403* NAD 83(1996)-  41 18 23.43279(N)    072 09 40.41955(W)     ADJUSTED  
 LX5403* NAVD 88     -                                                        
 LX5403  ___________________________________________________________________
 LX5403  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LX5403  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX5403
 LX5403  HORZ ORDER  -  THIRD
 LX5403
 LX5403.The horizontal coordinates were established by classical geodetic methods
 LX5403.and adjusted by the National Geodetic Survey in August 1998..
 LX5403
 LX5403
 LX5403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5403
 LX5403.The geoid height was determined by GEOID03.
 LX5403
 LX5403;                    North         East     Units Scale Factor Converg.
 LX5403;SPC CT       -   205,117.911   354,106.061   MT  0.99999096   +0 23 25.4
 LX5403;SPC CT       -   672,957.68  1,161,762.97   sFT  0.99999096   +0 23 25.4
 LX5403;SPC NY L     -   128,196.008   453,979.335   MT  1.00002658   +1 12 09.7
 LX5403;SPC NY L     -   420,589.74  1,489,430.53   sFT  1.00002658   +1 12 09.7
 LX5403;UTM  18      - 4,576,671.193   737,648.352   MT  1.00029511   +1 52 29.0
 LX5403
 LX5403                          SUPERSEDED SURVEY CONTROL
 LX5403
 LX5403  NAD 83(1992)-  41 18 23.43161(N)    072 09 40.41887(W) AD(       ) 4
 LX5403  NAD 83(1986)-  41 18 23.43328(N)    072 09 40.42363(W) AD(       ) 4
 LX5403  NAD 27      -  41 18 23.08900(N)    072 09 42.14800(W) AD(       ) 3
 LX5403
 LX5403.Superseded values are not recommended for survey control.
 LX5403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5403.See file dsdata.txt to determine how the superseded data were derived.
 LX5403
 LX5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3764876671(NAD 83)
 LX5403_MARKER: 85 = CHIMNEY
 LX5403
 LX5403  HISTORY     - Date     Condition        Report By
 LX5403  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5403  HISTORY     - 1954     GOOD             CGS
 LX5403  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX5403
 LX5403                          STATION DESCRIPTION
 LX5403
 LX5403'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5403'THE ISLAND IS JUST E OF MILLSTONE POINT AND IS JOINED TO THE
 LX5403'POINT BY A SHORT STONE CAUSEWAY MADE BY DUMPING STONE CHIPS
 LX5403'FROM THE STONE QUARRY.  THE ISLAND IS ALMOST SOLID ROCK THERE
 LX5403'BEING ONLY A FEW SMALL BRUSH AND GRASS ON IT.  A SHACK WHICH IS
 LX5403'LOCATED ON THE ISLAND IS L-SHAPED AND THE CHIMNEY IS IN THE
 LX5403'CENTER LINE OF ITS SOUTH WING.
 LX5403'
 LX5403'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT 15
 LX5403'FEET ABOVE GROUND.
 LX5403
 LX5403                          STATION RECOVERY (1954)
 LX5403
 LX5403'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5403'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 LX5403'ADEQUATE.
 LX5403
 LX5403                          STATION RECOVERY (1983)
 LX5403
 LX5403'RECOVERY NOTE BY US POWER SQUADRON 1983 (RHY)
 LX5403'MARK WAS NOT RECOVERED, PRESUMED DESTROYED.  THERE IS NO SHACK
 LX5403'STANDING ON FOX ISLAND AT THIS TIME.  THIS AREA IS NOW OWNED AND
 LX5403'ACCESS CONTROLLED BY NORTHEAST UTILITIES.  APPROXIMATELY 45 MINUTES
 LX5403'WAS SPENT WALKING OVER FOX ISLAND.  THERE IS NO STRUCTURE STANDING
 LX5403'AND THE ISLAND IS OVER GROWN WITH UNDERBRUSH AND THORNBUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6007 ***********************************************************************
 LX6007  DESIGNATION -  FRANCIS
 LX6007  PID         -  LX6007
 LX6007  STATE/COUNTY-  CT/MIDDLESEX
 LX6007  USGS QUAD   -  DEEP RIVER (1971)
 LX6007
 LX6007                         *CURRENT SURVEY CONTROL
 LX6007  ___________________________________________________________________
 LX6007* NAD 83(1996)-  41 25 50.28209(N)    072 26 53.12192(W)     ADJUSTED  
 LX6007* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6007  ___________________________________________________________________
 LX6007  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LX6007  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX6007
 LX6007  HORZ ORDER  -  THIRD
 LX6007
 LX6007.The horizontal coordinates were established by classical geodetic methods
 LX6007.and adjusted by the National Geodetic Survey in August 1998..
 LX6007
 LX6007.The orthometric height was scaled from a topographic map.
 LX6007
 LX6007.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6007
 LX6007.The geoid height was determined by GEOID03.
 LX6007
 LX6007;                    North         East     Units Scale Factor Converg.
 LX6007;SPC CT       -   218,779.277   330,035.431   MT  0.99998475   +0 12 00.7
 LX6007;SPC CT       -   717,778.34  1,082,791.24   sFT  0.99998475   +0 12 00.7
 LX6007;UTM  18      - 4,589,706.527   713,225.536   MT  1.00015955   +1 41 21.4
 LX6007
 LX6007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6007!SPC CT       -   1.00000476  x   0.99998475  =   0.99998951
 LX6007!UTM  18      -   1.00000476  x   1.00015955  =   1.00016431
 LX6007
 LX6007|---------------------------------------------------------------------|
 LX6007| PID    Reference Object                     Distance      Geod. Az  |
 LX6007|                                                           dddmmss.s |
 LX6007| CZ7354 FRANCIS RM 1                         20.940 METERS 11329     |
 LX6007| CZ7355 FRANCIS RM 2                          9.210 METERS 22142     |
 LX6007| LX6061 EDDY ROCK LIGHT                     APPROX. 1.1 KM 3071818.7 |
 LX6007|---------------------------------------------------------------------|
 LX6007
 LX6007                          SUPERSEDED SURVEY CONTROL
 LX6007
 LX6007  NAD 83(1992)-  41 25 50.28126(N)    072 26 53.12166(W) AD(       ) 3
 LX6007  NAD 83(1986)-  41 25 50.28308(N)    072 26 53.12447(W) AD(       ) 3
 LX6007  NAD 27      -  41 25 49.92300(N)    072 26 54.82800(W) AD(       ) 3
 LX6007
 LX6007.Superseded values are not recommended for survey control.
 LX6007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6007.See file dsdata.txt to determine how the superseded data were derived.
 LX6007
 LX6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1322689707(NAD 83)
 LX6007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6007_SETTING: 80 = SET IN A BOULDER
 LX6007_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6007+STABILITY: SURFACE MOTION
 LX6007
 LX6007  HISTORY     - Date     Condition        Report By
 LX6007  HISTORY     - 1934     MONUMENTED       CGS
 LX6007  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6007
 LX6007                          STATION DESCRIPTION
 LX6007
 LX6007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6007'THIS STATION IS IN FRONT OF THE PROPERTY OF O.R. FRANCIS, ON THE
 LX6007'E SIDE OF ROUTE 9.  IT IS REACHED BY A RIGHT-OF-WAY THAT TURNS OFF
 LX6007'ROUTE 9, 0.4 MILE S OF THE CHESTER - HADDAM TOWN LINE.  THE
 LX6007'RIGHT-OF-WAY ENDS AT THE WATERS EDGE AND IS 1/4 MILE LONG.  THE
 LX6007'STATION IS IN A LARGE POINTED BOULDER JUST BELOW ORDINARY HIGH
 LX6007'WATER LINE AND ON LINE WITH FRANCIS SOUTHEASTERLY FENCE.  THE
 LX6007'BOULDER IS ABOUT 17 BY 11 FEET AND IS 4 FEET HIGH.  THERE ARE
 LX6007'TWO CLEARLY DEFINED PEAKS TO THE ROCK.  THE STATION IS ON THE
 LX6007'MORE EASTERLY OF THESE, 3 METERS FROM THE SW END OF THE ROCK.
 LX6007'
 LX6007'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6007'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NO.1 AND
 LX6007'REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN A BOULDER
 LX6007'AS DESCRIBED IN NOTES 12C.
 LX6007'
 LX6007'REFERENCE MARK NO.1 IS IN A SMALL, FLAT-TOPPED BOULDER AT LOW
 LX6007'WATER LINE SE OF THE ROADWAY.  IT BEARS S 55 DEG E
 LX6007'(MAGNETIC).  REFERENCE MARK NO.2 IS IN A SMALL BOULDER AT THE
 LX6007'EDGE OF THE SOLID GROUND IN-SHORE OF THE STATION.  IT IS 1.5
 LX6007'METERS SOUTHERLY OF A LARGE COTTONWOOD.  REFERENCE MARK BEARS
 LX6007'S 55 DEG W (MAGNETIC).
 LX6007'
 LX6007'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6007
 LX6007                          STATION RECOVERY (1969)
 LX6007
 LX6007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6007'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LX6007'WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX6007'
 LX6007'THE ROCK ON WHICH THE STATION IS LOCATED IS EASILY SEEN FROM
 LX6007'A BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6023 ***********************************************************************
 LX6023  DESIGNATION -  FRANCIS CHIMNEY
 LX6023  PID         -  LX6023
 LX6023  STATE/COUNTY-  CT/MIDDLESEX
 LX6023  USGS QUAD   -  DEEP RIVER (1971)
 LX6023
 LX6023                         *CURRENT SURVEY CONTROL
 LX6023  ___________________________________________________________________
 LX6023* NAD 83(1996)-  41 25 44.02441(N)    072 27 03.68570(W)     ADJUSTED  
 LX6023* NAVD 88     -                                                        
 LX6023  ___________________________________________________________________
 LX6023  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 LX6023  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX6023
 LX6023  HORZ ORDER  -  THIRD
 LX6023
 LX6023.The horizontal coordinates were established by classical geodetic methods
 LX6023.and adjusted by the National Geodetic Survey in August 1998..
 LX6023
 LX6023
 LX6023.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6023
 LX6023.The geoid height was determined by GEOID03.
 LX6023
 LX6023;                    North         East     Units Scale Factor Converg.
 LX6023;SPC CT       -   218,585.375   329,790.833   MT  0.99998480   +0 11 53.7
 LX6023;SPC CT       -   717,142.18  1,081,988.76   sFT  0.99998480   +0 11 53.7
 LX6023;UTM  18      - 4,589,506.300   712,986.018   MT  1.00015830   +1 41 14.2
 LX6023
 LX6023                          SUPERSEDED SURVEY CONTROL
 LX6023
 LX6023  NAD 83(1992)-  41 25 44.02358(N)    072 27 03.68544(W) AD(       ) 4
 LX6023  NAD 83(1986)-  41 25 44.02537(N)    072 27 03.68823(W) AD(       ) 4
 LX6023  NAD 27      -  41 25 43.66600(N)    072 27 05.39100(W) AD(       ) 3
 LX6023
 LX6023.Superseded values are not recommended for survey control.
 LX6023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6023.See file dsdata.txt to determine how the superseded data were derived.
 LX6023
 LX6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1298689506(NAD 83)
 LX6023
 LX6023  HISTORY     - Date     Condition        Report By
 LX6023  HISTORY     - 1934     MONUMENTED       CGS
 LX6023  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6023  HISTORY     - 1984     GOOD             USPSQD
 LX6023
 LX6023                          STATION DESCRIPTION
 LX6023
 LX6023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6023'THE GLENDALE ESTATE OF D.R. FRANCIS IS ON THE E SIDE OF ROUTE 9,
 LX6023'0.35 MILE S OF THE HADDAM-CHESTER TOWN LINE.
 LX6023'
 LX6023'THE HOUSE IS A TWO-STORY RECTANGULAR FRAME STRUCTURE.  THE
 LX6023'LARGER DIMENSION IS PARALLEL TO THE HIGHWAY.  IT IS PAINTED
 LX6023'WHITE WITH GREEN SOLID BLINDS.  THERE IS A SMALL PORCH IN THE
 LX6023'MIDDLE OF THE W SIDE.  THE PORCH ROOF IS EVEN WITH THE EAVES OF
 LX6023'THE HOUSE AND IS SUPPORTED BY FOUR SLIM CORINTHIAN COLUMNS.
 LX6023'
 LX6023'TWO CHIMNEYS SHOW.  ONE OF COBBLE MASONRY RISES JUST OUTSIDE
 LX6023'THE N WALL OF THE HOUSE.  THIS CHIMNEY HAS A WEATHER VANE.  ONE
 LX6023'OF RED BRICK RISES ALONG THE E WALL OF THE HOUSE JUST S OF A
 LX6023'SMALL ENCLOSED PORCH.  BOTH CHIMNEYS HAVE A CONCRETE COLLAR
 LX6023'AROUND THE TOP.
 LX6023'
 LX6023'CENTER IS THE CENTER LINE OF THE BRICK CHIMNEY.
 LX6023
 LX6023                          STATION RECOVERY (1948)
 LX6023
 LX6023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6023'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6023
 LX6023                          STATION RECOVERY (1984)
 LX6023
 LX6023'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6023'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LX6023'EXCEPT THE PROPER IS THE GLENDALE REST HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3747 ***********************************************************************
 LX3747  DESIGNATION -  FRANK
 LX3747  PID         -  LX3747
 LX3747  STATE/COUNTY-  CT/FAIRFIELD
 LX3747  USGS QUAD   -  BRIDGEPORT (1984)
 LX3747
 LX3747                         *CURRENT SURVEY CONTROL
 LX3747  ___________________________________________________________________
 LX3747* NAD 83(1996)-  41 11 34.75628(N)    073 08 44.51521(W)     ADJUSTED  
 LX3747* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LX3747  ___________________________________________________________________
 LX3747  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LX3747  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX3747
 LX3747  HORZ ORDER  -  THIRD
 LX3747
 LX3747.The horizontal coordinates were established by classical geodetic methods
 LX3747.and adjusted by the National Geodetic Survey in August 1998..
 LX3747
 LX3747.The orthometric height was scaled from a topographic map.
 LX3747
 LX3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3747
 LX3747.The geoid height was determined by GEOID03.
 LX3747
 LX3747;                    North         East     Units Scale Factor Converg.
 LX3747;SPC CT       -   192,418.469   271,605.817   MT  1.00000072   -0 15 44.5
 LX3747;SPC CT       -   631,292.93    891,093.42   sFT  1.00000072   -0 15 44.5
 LX3747;UTM  18      - 4,561,838.400   655,497.471   MT  0.99989759   +1 13 17.3
 LX3747
 LX3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3747!SPC CT       -   1.00000018  x   1.00000072  =   1.00000090
 LX3747!UTM  18      -   1.00000018  x   0.99989759  =   0.99989777
 LX3747
 LX3747:                Primary Azimuth Mark                     Grid Az
 LX3747:SPC CT       -  REMINGTON FIRE TOWER                     332 33 22.2
 LX3747:UTM  18      -  REMINGTON FIRE TOWER                     331 04 20.4
 LX3747
 LX3747|---------------------------------------------------------------------|
 LX3747| PID    Reference Object                     Distance      Geod. Az  |
 LX3747|                                                           dddmmss.s |
 LX3747| LX3754 REMINGTON FIRE TOWER                APPROX. 2.0 KM 3321737.7 |
 LX3747| LX3745 MCDONALD RESET                      APPROX. 2.9 KM 3482951.8 |
 LX3747|---------------------------------------------------------------------|
 LX3747
 LX3747                          SUPERSEDED SURVEY CONTROL
 LX3747
 LX3747  NAD 83(1992)-  41 11 34.75512(N)    073 08 44.51472(W) AD(       ) 3
 LX3747  NAD 83(1986)-  41 11 34.75895(N)    073 08 44.51858(W) AD(       ) 3
 LX3747  NAD 27      -  41 11 34.41000(N)    073 08 46.13300(W) AD(       ) 3
 LX3747
 LX3747.Superseded values are not recommended for survey control.
 LX3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3747.See file dsdata.txt to determine how the superseded data were derived.
 LX3747
 LX3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5549761838(NAD 83)
 LX3747
 LX3747  HISTORY     - Date     Condition        Report By
 LX3747  HISTORY     - 1934     MONUMENTED       CGS
 LX3747  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3747  HISTORY     - 1988     GOOD             USPSQD
 LX3747
 LX3747                          STATION DESCRIPTION
 LX3747
 LX3747'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3747'THE STANDARD DISK IS SET IN A DRILL HOLE IN THE CONCRETE SLAB
 LX3747'ON TOP OF THE SE VENTILATOR SHAFT AT THE E END OF THE FRANKLIN
 LX3747'SCHOOL.  THERE ARE FOUR VENTILATOR SHAFTS AT EACH END OF THE
 LX3747'BUILDING THAT ARE 3 FEET BY 6 FEET BY 10 FEET AND MADE OF BRICK.
 LX3747'
 LX3747'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX3747
 LX3747                          STATION RECOVERY (1972)
 LX3747
 LX3747'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3747'FRANK 1934 GOOD
 LX3747
 LX3747                          STATION RECOVERY (1988)
 LX3747
 LX3747'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3465 ***********************************************************************
 LW3465  DESIGNATION -  FRANK
 LW3465  PID         -  LW3465
 LW3465  STATE/COUNTY-  CT/NEW LONDON
 LW3465  USGS QUAD   -  OLD MYSTIC (1983)
 LW3465
 LW3465                         *CURRENT SURVEY CONTROL
 LW3465  ___________________________________________________________________
 LW3465* NAD 83(1996)-  41 23 06.60735(N)    071 53 22.70334(W)     ADJUSTED  
 LW3465* NAVD 88     -        58.6    (meters)     192.     (feet)  VERTCON   
 LW3465  ___________________________________________________________________
 LW3465  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 LW3465  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW3465
 LW3465  HORZ ORDER  -  FIRST
 LW3465
 LW3465.The horizontal coordinates were established by classical geodetic methods
 LW3465.and adjusted by the National Geodetic Survey in August 1998..
 LW3465
 LW3465.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3465
 LW3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3465
 LW3465.The geoid height was determined by GEOID03.
 LW3465
 LW3465;                    North         East     Units Scale Factor Converg.
 LW3465;SPC CT       -   214,044.066   376,761.980   MT  0.99998648   +0 34 13.7
 LW3465;SPC CT       -   702,242.91  1,236,093.26   sFT  0.99998648   +0 34 13.7
 LW3465;SPC RI       -    33,594.419    67,409.336   MT  1.00000682   -0 15 27.4
 LW3465;SPC RI       -   110,217.69    221,158.80   sFT  1.00000682   -0 15 27.4
 LW3465;UTM  19      - 4,585,545.761   258,384.036   MT  1.00031850   -1 54 40.7
 LW3465
 LW3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3465!SPC CT       -   0.99999560  x   0.99998648  =   0.99998208
 LW3465!SPC RI       -   0.99999560  x   1.00000682  =   1.00000242
 LW3465!UTM  19      -   0.99999560  x   1.00031850  =   1.00031410
 LW3465
 LW3465|---------------------------------------------------------------------|
 LW3465| PID    Reference Object                     Distance      Geod. Az  |
 LW3465|                                                           dddmmss.s |
 LW3465| CB7713 FRANK RM 1                           29.967 METERS 06508     |
 LW3465| CB7714 FRANK RM 2                           32.272 METERS 15749     |
 LW3465| CB7712 FRANK AZ MK                                        2384338.7 |
 LW3465|---------------------------------------------------------------------|
 LW3465
 LW3465                          SUPERSEDED SURVEY CONTROL
 LW3465
 LW3465  NAD 83(1992)-  41 23 06.60606(N)    071 53 22.70256(W) AD(       ) 1
 LW3465  NAD 83(1986)-  41 23 06.60598(N)    071 53 22.70495(W) AD(       ) 1
 LW3465  NAD 27      -  41 23 06.25078(N)    071 53 24.44925(W) AD(       ) 1
 LW3465  NGVD 29 (07/19/86)   58.9    (m)          193.     (f) VERT ANG       
 LW3465
 LW3465.Superseded values are not recommended for survey control.
 LW3465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3465.See file dsdata.txt to determine how the superseded data were derived.
 LW3465
 LW3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5838485546(NAD 83)
 LW3465_MARKER: DS = TRIANGULATION STATION DISK
 LW3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3465+STABILITY: SURFACE MOTION
 LW3465
 LW3465  HISTORY     - Date     Condition        Report By
 LW3465  HISTORY     - 1975     MONUMENTED       NGS
 LW3465
 LW3465                          STATION DESCRIPTION
 LW3465
 LW3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3465'THE STATION IS ABOUT 4 MILES SOUTH OF NORTH STONINGTON, 3
 LW3465'MILES NORTH OF STONINGTON, 1-3/4 MILES NORTHWEST OF WEQUETEQUOCK
 LW3465'ALONG INTERSTATE HIGHWAY 95 AND ON PROPERTY BELONGING TO THE
 LW3465'STATE OF CONNECTICUT.
 LW3465'
 LW3465'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 2
 LW3465'AND INTERSTATE HIGHWAY 95, ABOUT 2-1/2 MILES SOUTHEAST OF NORTH
 LW3465'STONINGTON, GO SOUTHWEST ON I-95 1.3 MILES TO NORTH ANGUILLA ROAD
 LW3465'OVERPASS.  CONTINUE SOUTHWEST ON I-95 FOR 1.35 MILES TO A SIGN
 LW3465'ON THE RIGHT (N. MAIN ST. STONINGTON BOROUGH EXIT 1/2 MILE) AND
 LW3465'THE STATION ON THE LEFT IN THE MEDIAN, ON TOP OF CUT BANK THAT
 LW3465'IS ABOUT 30 FEET HIGHER THAN THE ROAD.
 LW3465'
 LW3465'THE STATION MARKS ARE STANDARD DISKS STAMPED FRANK 1975.  THE
 LW3465'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LW3465'GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LW3465'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LW3465'ARE 290 FEET SOUTHWEST OF THE SIGN (N. MAIN ST. STONINGTON
 LW3465'BOROUGH EXIT 1/2 MILE), 264 FEET WEST OF THE WEST EDGE OF A
 LW3465'GRASSY MOUND, 104 FEET SOUTH OF THE SOUTH EDGE OF THE WEST
 LW3465'BOUND LANES OF I-95 AND 5.5 FEET SOUTH OF A METAL WITNESS POST.
 LW3465'
 LW3465'REFERENCE MARK 1, STAMPED FRANK NO 1 1975, IS A STANDARD DISK
 LW3465'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LW3465'IS 220 FEET SOUTHWEST OF THE SIGN, 167 FEET WEST OF THE WEST
 LW3465'EDGE OF THE MOUND, 113 FEET SOUTH OF THE SOUTH EDGE OF THE
 LW3465'WEST BOUND LANES OF I-95 AND 98 FEET EAST OF A METAL WITNESS
 LW3465'POST.
 LW3465'
 LW3465'REFERENCE MARK 2, STAMPED FRANK NO 2 1975, IS A STANDARD
 LW3465'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WITH AN EXPOSED
 LW3465'SURFACE OF 2 FEET BY 3 FEET AND FLUSH WITH THE GROUND
 LW3465'SURFACE.  IT IS 306 FEET WEST-SOUTHWEST OF THE WEST EDGE OF
 LW3465'THE MOUND, 100 FEET NORTH OF THE NORTH EDGE OF THE NORTH BOUND
 LW3465'LANES OF I-95 AND 10.3 FEET NORTH OF A METAL WITNESS POST.
 LW3465'
 LW3465'AZIMUTH MARK, STAMPED FRANK AZ MK 1975, IS A STANDARD REFERENCE
 LW3465'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 20 FEET
 LW3465'IN DIAMETER AND PROJECTS 6 FEET ABOVE THE GROUND SURFACE.  IT
 LW3465'IS 65 FEET NORTHWEST OF THE CENTER OF AN ENTRANCE RAMP TO I-95
 LW3465'NORTH BOUND, 72 FEET SOUTH OF THE CENTER OF THE NORTH BOUND
 LW3465'LANES OF I-95, 41.5 FEET EAST OF THE HEAD WALL OF A CULVERT, 50
 LW3465'FEET SOUTHEAST OF THE EAST END OF A GUARD RAIL, AND 16 FEET
 LW3465'SOUTHWEST OF A METAL WITNESS POST.
 LW3465'
 LW3465'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 LW3465'ON I-95 FOR 0.6 MILE TO N. MAIN ST. STONINGTON BOROUGH EXIT ON
 LW3465'THE RIGHT.  BEAR RIGHT AND FOLLOW EXIT RAMP SOUTHWEST FOR 0.3
 LW3465'MILE TO THE JUNCTION WITH TAUGWONK ROAD.  TURN LEFT AND GO
 LW3465'SOUTHEAST ON TAUGWONK ROAD FOR 0.15 MILE TO THE ENTRANCE TO
 LW3465'I-95 NORTH BOUND ON THE LEFT.  TURN LEFT AND GO NORTHEAST ON
 LW3465'THE ENTRANCE RAMP FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT
 LW3465'AS DESCRIBED.
 LW3465'
 LW3465'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3365 ***********************************************************************
 LW3365  DESIGNATION -  FREEMAN HOUSE
 LW3365  PID         -  LW3365
 LW3365  STATE/COUNTY-  CT/NEW LONDON
 LW3365  USGS QUAD   -  MYSTIC (1984)
 LW3365
 LW3365                         *CURRENT SURVEY CONTROL
 LW3365  ___________________________________________________________________
 LW3365* NAD 83(1996)-  41 20 13.43398(N)    071 53 15.47397(W)     ADJUSTED  
 LW3365* NAVD 88     -                                                        
 LW3365  ___________________________________________________________________
 LW3365  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 LW3365  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3365
 LW3365  HORZ ORDER  -  THIRD
 LW3365
 LW3365.The horizontal coordinates were established by classical geodetic methods
 LW3365.and adjusted by the National Geodetic Survey in August 1998..
 LW3365
 LW3365
 LW3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3365
 LW3365.The geoid height was determined by GEOID03.
 LW3365
 LW3365;                    North         East     Units Scale Factor Converg.
 LW3365;SPC CT       -   208,703.630   376,983.253   MT  0.99998900   +0 34 18.5
 LW3365;SPC CT       -   684,721.83  1,236,819.22   sFT  0.99998900   +0 34 18.5
 LW3365;SPC RI       -    28,251.242    67,553.420   MT  1.00000670   -0 15 21.7
 LW3365;SPC RI       -    92,687.62    221,631.51   sFT  1.00000670   -0 15 21.7
 LW3365;UTM  19      - 4,580,198.985   258,373.934   MT  1.00031857   -1 54 29.4
 LW3365
 LW3365                          SUPERSEDED SURVEY CONTROL
 LW3365
 LW3365  NAD 83(1992)-  41 20 13.43267(N)    071 53 15.47317(W) AD(       ) 4
 LW3365  NAD 83(1986)-  41 20 13.43225(N)    071 53 15.47556(W) AD(       ) 4
 LW3365  NAD 27      -  41 20 13.07600(N)    071 53 17.23700(W) AD(       ) 3
 LW3365
 LW3365.Superseded values are not recommended for survey control.
 LW3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3365.See file dsdata.txt to determine how the superseded data were derived.
 LW3365
 LW3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5837480199(NAD 83)
 LW3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3365+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW3365
 LW3365  HISTORY     - Date     Condition        Report By
 LW3365  HISTORY     - 1935     FIRST OBSERVED   CGS
 LW3365  HISTORY     - 1954     GOOD             CGS
 LW3365  HISTORY     - 1990     GOOD             USPSQD
 LW3365  HISTORY     - 20020219 GOOD             USPSQD
 LW3365
 LW3365                          STATION DESCRIPTION
 LW3365
 LW3365'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LW3365'ELIHU ISLAND LIES JUST E OF THE CENTER OF THE TOWN OF
 LW3365'STONINGTON.  THE ISLAND IS CONNECTED TO THE MAINLAND BY A STONE
 LW3365'CAUSEWAY.  THE ENTIRE ISLAND BELONGS TO CLINTON FREEMAN.  THE
 LW3365'HOUSE IS ON THE W SIDE OF THE ISLAND NEAR THE E-W CENTER LINE.  IT
 LW3365'IS A 2 1/2-STORY FRAME BUILDING WITH WINGS AT THE E-W ENDS.  THE
 LW3365'MAIN PART OF THE BUILDING HAS A HIP-ROOF AND A BRICK CHIMNEY ON
 LW3365'THE N SIDE OF THE APEX OF THE ROOF.  THE STATION IS THE CENTER
 LW3365'LINE OF THE HIGHEST PART OF THE ROOF.  HEIGHT ABOUT 40 FEET.
 LW3365
 LW3365                          STATION RECOVERY (1954)
 LW3365
 LW3365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3365'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3365'ADEQUATE AND COMPLETE.
 LW3365
 LW3365                          STATION RECOVERY (1990)
 LW3365
 LW3365'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW3365'RECOVERED IN GOOD CONDITION.
 LW3365
 LW3365                          STATION RECOVERY (2002)
 LW3365
 LW3365'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6487 ***********************************************************************
 LX6487  DESIGNATION -  FRESENIUS BREWERY TOWER
 LX6487  PID         -  LX6487
 LX6487  STATE/COUNTY-  CT/NEW HAVEN
 LX6487  USGS QUAD   -  NEW HAVEN (1984)
 LX6487
 LX6487                         *CURRENT SURVEY CONTROL
 LX6487  ___________________________________________________________________
 LX6487* NAD 83(1996)-  41 17 56.24261(N)    072 56 35.00287(W)     ADJUSTED  
 LX6487* NAVD 88     -                                                        
 LX6487  ___________________________________________________________________
 LX6487  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 LX6487  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6487
 LX6487  HORZ ORDER  -  THIRD
 LX6487
 LX6487.The horizontal coordinates were established by classical geodetic methods
 LX6487.and adjusted by the National Geodetic Survey in August 1998..
 LX6487
 LX6487
 LX6487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6487
 LX6487.The geoid height was determined by GEOID03.
 LX6487
 LX6487;                    North         East     Units Scale Factor Converg.
 LX6487;SPC CT       -   204,129.190   288,631.542   MT  0.99999149   -0 07 40.8
 LX6487;SPC CT       -   669,713.85    946,951.98   sFT  0.99999149   -0 07 40.8
 LX6487;SPC NY L     -   126,275.070   388,523.244   MT  1.00002554   +0 41 28.8
 LX6487;SPC NY L     -   414,287.46  1,274,680.01   sFT  1.00002554   +0 41 28.8
 LX6487;UTM  18      - 4,573,985.573   672,212.939   MT  0.99996500   +1 21 28.4
 LX6487
 LX6487                          SUPERSEDED SURVEY CONTROL
 LX6487
 LX6487  NAD 83(1992)-  41 17 56.24166(N)    072 56 35.00269(W) AD(       ) 4
 LX6487  NAD 83(1986)-  41 17 56.24398(N)    072 56 35.00692(W) AD(       ) 4
 LX6487  NAD 27      -  41 17 55.90100(N)    072 56 36.64300(W) AD(       ) 3
 LX6487
 LX6487.Superseded values are not recommended for survey control.
 LX6487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6487.See file dsdata.txt to determine how the superseded data were derived.
 LX6487
 LX6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7221373986(NAD 83)
 LX6487_MARKER: 55 = TOWER
 LX6487
 LX6487  HISTORY     - Date     Condition        Report By
 LX6487  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6487  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6487
 LX6487                          STATION DESCRIPTION
 LX6487
 LX6487'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6487'THE FRESENIUS BREWERY OCCUPIES THE BLOCK IN CONGRESS AVENUE
 LX6487'BETWEEN WEST AND BOND STREETS.  CENTER IS THE PEAK OF THE CUPOLA
 LX6487'SURMOUNTING THE TOWER ON THE CONGRESS AVENUE SIDE OF THE
 LX6487'BUILDING.  CUPOLA IS 18.0 METERS S OF CENTER LINE OF CONGRESS
 LX6487'AVENUE AND 25.0 METERS E OF CENTER LINE OF BOND STREET.
 LX6487'
 LX6487'THE CUPOLA APPEARS THUS, FROM THE N AND S OR THE E AND W.  THE
 LX6487'BUILDING IS NOW OWNED BY THE HULL BREWING COMPANY.
 LX6487'
 LX6487'THE TOWER IS APPROXIMATELY 75 FEET HIGH.
 LX6487
 LX6487                          STATION RECOVERY (1984)
 LX6487
 LX6487'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6487'THE ENTIRE STRUCTURE - BUILDING AND STACK - HAVE BEEN
 LX6487'DEMOLISHED - SITE IS OCCUPIED BY A HOUSING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6145 ***********************************************************************
 LX6145  DESIGNATION -  FRISSEL FABRIC CO ELEV TANK
 LX6145  PID         -  LX6145
 LX6145  STATE/COUNTY-  CT/MIDDLESEX
 LX6145  USGS QUAD   -  HADDAM (1971)
 LX6145
 LX6145                         *CURRENT SURVEY CONTROL
 LX6145  ___________________________________________________________________
 LX6145* NAD 83(1996)-  41 30 00.02670(N)    072 33 20.63359(W)     ADJUSTED  
 LX6145* NAVD 88     -                                                        
 LX6145  ___________________________________________________________________
 LX6145  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LX6145  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6145
 LX6145  HORZ ORDER  -  THIRD
 LX6145
 LX6145.The horizontal coordinates were established by classical geodetic methods
 LX6145.and adjusted by the National Geodetic Survey in August 1998..
 LX6145
 LX6145
 LX6145.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6145
 LX6145.The geoid height was determined by GEOID03.
 LX6145
 LX6145;                    North         East     Units Scale Factor Converg.
 LX6145;SPC CT       -   226,458.125   321,020.994   MT  0.99998331   +0 07 43.7
 LX6145;SPC CT       -   742,971.37  1,053,216.38   sFT  0.99998331   +0 07 43.7
 LX6145;UTM  18      - 4,597,149.473   704,013.050   MT  1.00011223   +1 37 12.6
 LX6145
 LX6145                          SUPERSEDED SURVEY CONTROL
 LX6145
 LX6145  NAD 83(1992)-  41 30 00.02596(N)    072 33 20.63349(W) AD(       ) 4
 LX6145  NAD 83(1986)-  41 30 00.02790(N)    072 33 20.63583(W) AD(       ) 4
 LX6145  NAD 27      -  41 29 59.67000(N)    072 33 22.32000(W) AD(       ) 3
 LX6145
 LX6145.Superseded values are not recommended for survey control.
 LX6145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6145.See file dsdata.txt to determine how the superseded data were derived.
 LX6145
 LX6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0401397149(NAD 83)
 LX6145
 LX6145  HISTORY     - Date     Condition        Report By
 LX6145  HISTORY     - 1934     MONUMENTED       CGS
 LX6145  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6145  HISTORY     - 19970220 POOR             USPSQD
 LX6145
 LX6145                          STATION DESCRIPTION
 LX6145
 LX6145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6145'THE PLANT OF THE FRISSEL FABRIC COMPANY IS ON THE N BANK OF MILL
 LX6145'CREEK ABOUT MIDWAY BETWEEN HIGGANUM VILLAGE AND THE RAILROAD
 LX6145'STATION.  THE MAIN FACTORY BUILDINGS ARE BUILT OF WOOD, TWO AND
 LX6145'FOUR STORIES HIGH, AND PAINTED A VERY DARK GREY.
 LX6145'
 LX6145'THE TANK IS N OF THE SW END OF THE W WING OF THE FACTORY, ABOUT
 LX6145'MIDWAY BETWEEN THE FACTORY DRIVEWAY AND A PRIVATE ROAD LEADING TO
 LX6145'THE BANK OF THE CONNECTICUT RIVER.  IT IS STEEL ON A STEEL
 LX6145'STRUCTURE WITH A CONICAL ROOF AND HEMISPHERICAL BOTTOM.  THE
 LX6145'STRUCTURE IS BLACK AND THE TANK IS PAINTED WITH ALUMINUM
 LX6145'PAINT.  THE SW SIDE OF THE TANK IS MARKED FRISSEL FABRIC CO. IN
 LX6145'BLACK LETTERS.
 LX6145'
 LX6145'CENTER IS THE CENTER LINE OF THE FINIAL AT APEX OF TANK ROOF.
 LX6145
 LX6145                          STATION RECOVERY (1948)
 LX6145
 LX6145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6145'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6145
 LX6145                          STATION RECOVERY (1997)
 LX6145
 LX6145'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6145'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3297 ***********************************************************************
 LW3297  DESIGNATION -  FROST 1873
 LW3297  PID         -  LW3297
 LW3297  STATE/COUNTY-  CT/NEW LONDON
 LW3297  USGS QUAD   -  WATCH HILL (1984)
 LW3297
 LW3297                         *CURRENT SURVEY CONTROL
 LW3297  ___________________________________________________________________
 LW3297* NAD 83(1996)-  41 20 57.38953(N)    071 51 01.60701(W)     ADJUSTED  
 LW3297* NAVD 88     -        29.     (meters)      95.     (feet)  SCALED    
 LW3297  ___________________________________________________________________
 LW3297  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 LW3297  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3297
 LW3297  HORZ ORDER  -  THIRD
 LW3297
 LW3297.The horizontal coordinates were established by classical geodetic methods
 LW3297.and adjusted by the National Geodetic Survey in August 1998..
 LW3297
 LW3297.The orthometric height was scaled from a topographic map.
 LW3297
 LW3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3297
 LW3297.The geoid height was determined by GEOID03.
 LW3297
 LW3297;                    North         East     Units Scale Factor Converg.
 LW3297;SPC CT       -   210,091.309   380,081.538   MT  0.99998829   +0 35 47.2
 LW3297;SPC CT       -   689,274.57  1,246,984.18   sFT  0.99998829   +0 35 47.2
 LW3297;SPC RI       -    29,594.031    70,671.485   MT  1.00000433   -0 13 53.5
 LW3297;SPC RI       -    97,093.08    231,861.36   sFT  1.00000433   -0 13 53.5
 LW3297;SPC NY L     -   133,536.748   479,882.861   MT  1.00003281   +1 24 21.5
 LW3297;SPC NY L     -   438,111.81  1,574,415.69   sFT  1.00003281   +1 24 21.5
 LW3297;UTM  19      - 4,581,451.688   261,530.379   MT  1.00029992   -1 53 02.5
 LW3297
 LW3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3297!SPC CT       -   1.00000030  x   0.99998829  =   0.99998859
 LW3297!SPC RI       -   1.00000030  x   1.00000433  =   1.00000463
 LW3297!SPC NY L     -   1.00000030  x   1.00003281  =   1.00003311
 LW3297!UTM  19      -   1.00000030  x   1.00029992  =   1.00030022
 LW3297
 LW3297:                Primary Azimuth Mark                     Grid Az
 LW3297:SPC CT       -  SUNSET HILL USE 1909                     184 11 28.4
 LW3297:SPC RI       -  SUNSET HILL USE 1909                     185 01 09.1
 LW3297:SPC NY L     -  SUNSET HILL USE 1909                     183 22 54.1
 LW3297:UTM  19      -  SUNSET HILL USE 1909                     186 40 18.1
 LW3297
 LW3297|---------------------------------------------------------------------|
 LW3297| PID    Reference Object                     Distance      Geod. Az  |
 LW3297|                                                           dddmmss.s |
 LW3297| LW3314 SUNSET HILL USE 1909                APPROX. 3.9 KM 1844715.6 |
 LW3297|---------------------------------------------------------------------|
 LW3297
 LW3297                          SUPERSEDED SURVEY CONTROL
 LW3297
 LW3297  NAD 83(1992)-  41 20 57.38818(N)    071 51 01.60619(W) AD(       ) 3
 LW3297  NAD 83(1986)-  41 20 57.38778(N)    071 51 01.60866(W) AD(       ) 3
 LW3297  NAD 27      -  41 20 57.03700(N)    071 51 03.36800(W) AD(       ) 3
 LW3297
 LW3297.Superseded values are not recommended for survey control.
 LW3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3297.See file dsdata.txt to determine how the superseded data were derived.
 LW3297
 LW3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6153081452(NAD 83)
 LW3297_MARKER: H = DRILL HOLE
 LW3297_SETTING: 0 = UNSPECIFIED SETTING
 LW3297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3297+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2005
 LW3297
 LW3297  HISTORY     - Date     Condition        Report By
 LW3297  HISTORY     - 1873     MONUMENTED       CGS
 LW3297  HISTORY     - 1886     GOOD             CGS
 LW3297  HISTORY     - 1909     GOOD             CGS
 LW3297  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LW3297  HISTORY     - 1948     GOOD             CGS
 LW3297  HISTORY     - 1954     GOOD             CGS
 LW3297  HISTORY     - 20020219 GOOD             USPSQD
 LW3297  HISTORY     - 20050513 GOOD             NRCS
 LW3297
 LW3297                          STATION DESCRIPTION
 LW3297
 LW3297'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (CHV)
 LW3297'STATION LOCATED ON AN OBLONG ROCKY HILL OVERLOOKING THE COUNTRY
 LW3297'IN ALL DIRECTIONS.  IT IS ON LAND BELONGING TO MRS. FROST, OF NEW
 LW3297'YORK CITY, LYING W OF THE SIDE ROAD RUNNING THROUGH THE WOODS ON
 LW3297'THE W BANK OF THE PAWCATUCK RIVER.  THREE HEAVY BOULDERS LIE
 LW3297'EMBEDDED 8 OR 10 METERS N OF THE STATION, AND BECAUSE OF THEIR
 LW3297'SIZE, FORM A DISTINCTIVE MARK.  THE TOWN OF WESTERLY MAY BE SEEN
 LW3297'FROM A STANDPOINT A FEW FEET E OF THE STATION, AND IN
 LW3297'STONINGTON AND WATCH HILL ARE IN FULL VIEW.  STATION MARKED
 LW3297'UNDERGROUND BY A JUNK BOTTLE.  SURFACE MARK IS A GRANITE BLOCK
 LW3297'6 INCHES SQUARE WITH DRILL HOLE IN CENTER.  IN 1886 STATION
 LW3297'WAS RECOVERED AS DESCRIBED.
 LW3297
 LW3297                          STATION RECOVERY (1909)
 LW3297
 LW3297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909
 LW3297'STATION IS ON AN OBLONG, ROCKY HILL ABOUT 2 MILES SW BY S OF
 LW3297'WESTERLY, RHODE ISLAND, AND ABOUT 3 MILES NE BY E OF STONINGTON,
 LW3297'CONNECTICUT.  THE STATION IS MARKED BY A DRILL HOLE IN THE CENTER
 LW3297'OF A GRANITE BLOCK, 6 INCHES SQUARE, ABOUT 10 METERS S OF THREE
 LW3297'HEAVY GRANITE BOULDERS EMBEDDED IN THE GROUND.  A JUNK BOTTLE IS
 LW3297'USED AS A SUBSURFACE MARK.
 LW3297
 LW3297                          STATION RECOVERY (1934)
 LW3297
 LW3297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3297'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 LW3297'STATION WAS REMARKED WITH A STANDARD DISC SET IN THE TOP OF THE
 LW3297'GRANITE POST.
 LW3297'
 LW3297'TWO STANDARD REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK
 LW3297'NO.1 IS SET IN THE TOP OF A SMALL BOULDER 8.40 METERS NORTHWESTERLY
 LW3297'OF THE STATION.  REFERENCE MARK NO.2 IS SET IN A DRILL HOLE IN A
 LW3297'LARGE OUTCROPPING LEDGE 11.02 METERS NORTHEASTERLY OF THE STATION.
 LW3297'
 LW3297'THE STATION IS REACHED AS FOLLOWS--TURN RIGHT ON THE DIRT ROAD
 LW3297'2 MILES E OF STONINGTON TOWN HALL AND GO 1.6 MILES ALONG THIS
 LW3297'ROAD.  THE STATION IS ON THE S SIDE OF THE ROAD AT THIS POINT AND
 LW3297'ABOUT 180 METERS AWAY ON THE HIGHEST PART OF THE KNOLL.
 LW3297
 LW3297                          STATION RECOVERY (1948)
 LW3297
 LW3297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3297'THIS STATION RECOVERED AS DESCRIBED IN 1934, EXCEPT THAT THE DIRT
 LW3297'ROAD DESCRIBED IS NOW PAVED.
 LW3297
 LW3297                          STATION RECOVERY (1954)
 LW3297
 LW3297'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3297'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3297'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3297'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LW3297'
 LW3297'STATION MARK IS STAMPED FROST 1934.
 LW3297'
 LW3297'REFERENCE MARK 1 IS STAMPED FROST NO 1 1934.
 LW3297'
 LW3297'REFERENCE MARK 2 IS STAMPED FROST NO 2 1934.
 LW3297
 LW3297                          STATION RECOVERY (2002)
 LW3297
 LW3297'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3297'FURTHER DESCRIPTION ON RECOVERY OF 2,06,2002 -  ACCESS ROAD TO STATION
 LW3297'IS ABOUT 75 FEET S OF CLP POLE 3990 ON N SIDE OF GREENHAVEN ROAD. NO
 LW3297'OTHER CHANGES.
 LW3297
 LW3297                          STATION RECOVERY (2005)
 LW3297
 LW3297'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW3297'DIRECTIONS UPDATE- HEAD SE ALONG GREEN HAVEN ROAD FROM INTERSECTION
 LW3297'WITH ROUTE 1 APPX 1.7 MILES.  TURN RIGHT INTO PAVED
 LW3297'PRIVATE(SHARED)DRIVE ON RIGHT JUST BEFORE GROUP OF MAILBOXES.  TURN
 LW3297'RIGHT INTO DRIVEWAY FOR HOUSE NUMBER 352.  STATION IS IN TOP OF A
 LW3297'GRANITE POST AT NORTH CORNER OF DRIVEWAY UNDER A SMALL TREE.
 LW3297' 
 LW3297'NOTE- THE HILLSLIDE NO LONGER HAS OPEN VIEWS AND IS NOW WOODED.
 LW3297' 
 LW3297'NOTE- THE GRANITE POST IS LEANING SLIGHTLY.  DID NOT CHECK DISTANCES
 LW3297'WITH REFERENCE MARKS AT THIS TIME.
 LW3297' 
 LW3297'RM2 ALSO FOUND IN GOOD CONDITION.  RM1 NOT LOOKED FOR.
 LW3297' 
 LW3297'TREE LOCATIONS MAY MAKE GPS OBSERVATIONS DIFFICULT BUT POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6669 ***********************************************************************
 LX6669  DESIGNATION -  FULLER H CO
 LX6669  PID         -  LX6669
 LX6669  STATE/COUNTY-  CT/HARTFORD
 LX6669  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6669
 LX6669                         *CURRENT SURVEY CONTROL
 LX6669  ___________________________________________________________________
 LX6669* NAD 83(1996)-  41 47 59.69378(N)    072 39 40.75636(W)     ADJUSTED  
 LX6669* NAVD 88     -        17.     (meters)      56.     (feet)  SCALED    
 LX6669  ___________________________________________________________________
 LX6669  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LX6669  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6669
 LX6669  HORZ ORDER  -  THIRD
 LX6669
 LX6669.The horizontal coordinates were established by classical geodetic methods
 LX6669.and adjusted by the National Geodetic Survey in August 1998..
 LX6669
 LX6669.The orthometric height was scaled from a topographic map.
 LX6669
 LX6669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6669
 LX6669.The geoid height was determined by GEOID03.
 LX6669
 LX6669;                    North         East     Units Scale Factor Converg.
 LX6669;SPC CT       -   259,752.895   312,170.640   MT  0.99999392   +0 03 31.7
 LX6669;SPC CT       -   852,205.96  1,024,179.84   sFT  0.99999392   +0 03 31.7
 LX6669;UTM  18      - 4,630,205.203   694,295.489   MT  1.00006456   +1 33 33.4
 LX6669
 LX6669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6669!SPC CT       -   1.00000197  x   0.99999392  =   0.99999589
 LX6669!UTM  18      -   1.00000197  x   1.00006456  =   1.00006653
 LX6669
 LX6669:                Primary Azimuth Mark                     Grid Az
 LX6669:SPC CT       -  EAST HARTFORD FIRST NATL TANK            129 40 59.3
 LX6669:UTM  18      -  EAST HARTFORD FIRST NATL TANK            128 10 57.6
 LX6669
 LX6669|---------------------------------------------------------------------|
 LX6669| PID    Reference Object                     Distance      Geod. Az  |
 LX6669|                                                           dddmmss.s |
 LX6669| LX6629 EAST HARTFORD FIRST NATL TANK       APPROX. 3.3 KM 1294431.0 |
 LX6669| LX6630 EAST HARTFORD NY NH H RR TANK       APPROX. 3.4 KM 1330007.2 |
 LX6669| LX6627 EAST HARTFORD ROMAN CATH CH         APPROX. 3.2 KM 1405720.6 |
 LX6669| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX. 6.0 KM 2060537.4 |
 LX6669| LX6650 HARTFORD NORTH METH CHURCH          APPROX. 2.3 KM 2124540.3 |
 LX6669| LX6644 HARTFORD FOURTH CONG CH SPIRE       APPROX. 3.2 KM 2253410.3 |
 LX6669| LX6639 HARTFORD ST JUSTINS TOWER           APPROX. 3.2 KM 2515307.9 |
 LX6669|---------------------------------------------------------------------|
 LX6669
 LX6669                          SUPERSEDED SURVEY CONTROL
 LX6669
 LX6669  NAD 83(1996)-  41 47 59.69339(N)    072 39 40.75647(W) AD(       ) 3
 LX6669  NAD 83(1992)-  41 47 59.69358(N)    072 39 40.75671(W) AD(       ) 3
 LX6669  NAD 83(1992)-  41 47 59.69487(N)    072 39 40.75777(W) AD(       ) 3
 LX6669  NAD 83(1986)-  41 47 59.69523(N)    072 39 40.75788(W) AD(       ) 3
 LX6669  NAD 27      -  41 47 59.33000(N)    072 39 42.42600(W) AD(       ) 3
 LX6669
 LX6669.Superseded values are not recommended for survey control.
 LX6669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6669.See file dsdata.txt to determine how the superseded data were derived.
 LX6669
 LX6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9429530205(NAD 83)
 LX6669
 LX6669  HISTORY     - Date     Condition        Report By
 LX6669  HISTORY     - 1935     MONUMENTED       CGS
 LX6669  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6669
 LX6669                          STATION DESCRIPTION
 LX6669
 LX6669'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6669'THE STATION IS LOCATED ON THE ROOF OF THE TOWER ON THE PLANT OF THE
 LX6669'FULLER BRUSH COMPANY, LOCATED ON MAIN STREET, HARTFORD,
 LX6669'CONNECTICUT.  THE PLANT IS OF YELLOW BRICK CONSTRUCTION.
 LX6669'
 LX6669'THE STATION IS A COPPER PIPE SET FLUSH WITH THE SURFACE OF THE
 LX6669'TAR AND GRAVEL ROOF.
 LX6669'
 LX6669'THE STATION IS 4.63 METERS FROM THE SOUTHEASTERLY EDGE OF THE
 LX6669'NORTHWESTERLY CORNER POST OF THE TOWER.  1.89 METERS FROM THE
 LX6669'SOUTHWESTERLY EDGE OF THE NE CORNER POST.  6.60 METERS FROM THE
 LX6669'NORTHEASTERLY EDGE OF THE SE CORNER POST.  THE STATION IS 0.87
 LX6669'METERS S OF THE S EDGE OF THE N WALL OF THE TOWER.  NO REFERENCE
 LX6669'MARKS WERE ESTABLISHED.
 LX6669'
 LX6669'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6669
 LX6669                          STATION RECOVERY (1948)
 LX6669
 LX6669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6669'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6345 ***********************************************************************
 LX6345  DESIGNATION -  FULTONS CHIMNEY
 LX6345  PID         -  LX6345
 LX6345  STATE/COUNTY-  CT/NEW HAVEN
 LX6345  USGS QUAD   -  
 LX6345
 LX6345                         *CURRENT SURVEY CONTROL
 LX6345  ___________________________________________________________________
 LX6345* NAD 83(1996)-  41 14 51.26170(N)    072 42 45.66462(W)     ADJUSTED  
 LX6345* NAVD 88     -                                                        
 LX6345  ___________________________________________________________________
 LX6345  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LX6345  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX6345
 LX6345  HORZ ORDER  -  THIRD
 LX6345
 LX6345.The horizontal coordinates were established by classical geodetic methods
 LX6345.and adjusted by the National Geodetic Survey in August 1998..
 LX6345
 LX6345
 LX6345.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6345
 LX6345.The geoid height was determined by GEOID03.
 LX6345
 LX6345;                    North         East     Units Scale Factor Converg.
 LX6345;SPC CT       -   198,405.221   307,928.355   MT  0.99999554   +0 01 29.1
 LX6345;SPC CT       -   650,934.46  1,010,261.61   sFT  0.99999554   +0 01 29.1
 LX6345;SPC NY L     -   120,827.117   407,900.394   MT  1.00001892   +0 50 31.2
 LX6345;SPC NY L     -   396,413.63  1,338,253.21   sFT  1.00001892   +0 50 31.2
 LX6345;UTM  18      - 4,568,763.486   691,651.875   MT  1.00005206   +1 30 30.7
 LX6345
 LX6345                          SUPERSEDED SURVEY CONTROL
 LX6345
 LX6345  NAD 83(1992)-  41 14 51.26081(N)    072 42 45.66449(W) AD(       ) 4
 LX6345  NAD 83(1986)-  41 14 51.26296(N)    072 42 45.66727(W) AD(       ) 4
 LX6345  NAD 27      -  41 14 50.91200(N)    072 42 47.32800(W) AD(       ) 3
 LX6345
 LX6345.Superseded values are not recommended for survey control.
 LX6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6345.See file dsdata.txt to determine how the superseded data were derived.
 LX6345
 LX6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9165268763(NAD 83)
 LX6345
 LX6345  HISTORY     - Date     Condition        Report By
 LX6345  HISTORY     - 1933     MONUMENTED       CGS
 LX6345  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6345
 LX6345                          STATION DESCRIPTION
 LX6345
 LX6345'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6345'THIS HOUSE IS PROPERTY OF I.K. FULTON LOCATED ON SW EXTREMITY
 LX6345'OF JOSHUA POINT.  IT IS PROMINENT BECAUSE OF ITS ISOLATED
 LX6345'POSITION, THE BROAD LAWN ON THE SEA SIDE, AND THE YELLOWISH GRAY
 LX6345'GRANITE OF WHICH IT IS CONSTRUCTED.
 LX6345'
 LX6345'FOUR PROMINENT CHIMNEYS SHOW, OF WHICH THE TWO ON THE MAIN
 LX6345'HOUSE ARE HIGHER.  CENTER IS THE CENTER LINE OF THE SOUTHERN OF
 LX6345'THESE TWO MAIN HIGHER CHIMNEYS.
 LX6345'
 LX6345'CENTER IS 6.8 METERS NW OF SE WALL OF THE HOUSE.
 LX6345
 LX6345                          STATION RECOVERY (1961)
 LX6345
 LX6345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6345'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 LX6345'DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE FOR
 LX6345'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0398 ***********************************************************************
 LX0398  DESIGNATION -  FW 3
 LX0398  PID         -  LX0398
 LX0398  STATE/COUNTY-  CT/NEW HAVEN
 LX0398  USGS QUAD   -  NEW HAVEN (1984)
 LX0398
 LX0398                         *CURRENT SURVEY CONTROL
 LX0398  ___________________________________________________________________
 LX0398* NAD 83(1986)-  41 16 55.     (N)    072 53 33.     (W)     SCALED    
 LX0398* NAVD 88     -        61.498  (meters)     201.76   (feet)  ADJUSTED  
 LX0398  ___________________________________________________________________
 LX0398  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0398  DYNAMIC HT  -          61.478 (meters)     201.70  (feet)  COMP
 LX0398  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 LX0398
 LX0398  VERT ORDER  -  FIRST     CLASS I
 LX0398
 LX0398.The horizontal coordinates were scaled from a topographic map and have
 LX0398.an estimated accuracy of +/- 6 seconds.
 LX0398
 LX0398.The orthometric height was determined by differential leveling
 LX0398.and adjusted by the National Geodetic Survey in June 1991..
 LX0398
 LX0398.The geoid height was determined by GEOID03.
 LX0398
 LX0398.The dynamic height is computed by dividing the NAVD 88
 LX0398.geopotential number by the normal gravity value computed on the
 LX0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0398.degrees latitude (g = 980.6199 gals.).
 LX0398
 LX0398.The modeled gravity was interpolated from observed gravity values.
 LX0398
 LX0398;                    North         East    Units  Estimated Accuracy
 LX0398;SPC CT       -   202,230.      292,860.      MT  (+/- 180 meters Scaled)
 LX0398
 LX0398                          SUPERSEDED SURVEY CONTROL
 LX0398
 LX0398  NGVD 29 (??/??/92)   61.81   (m)          202.8    (f) COMPUTED    1 1
 LX0398
 LX0398.Superseded values are not recommended for survey control.
 LX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0398.See file dsdata.txt to determine how the superseded data were derived.
 LX0398
 LX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL764721(NAD 83)
 LX0398_MARKER: Z = SEE DESCRIPTION
 LX0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0398_SP_SET: GRANITE POST
 LX0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0398+STABILITY: SURFACE MOTION
 LX0398
 LX0398  HISTORY     - Date     Condition        Report By
 LX0398  HISTORY     - UNK      MONUMENTED       USGS
 LX0398  HISTORY     - 1965     GOOD             NGS
 LX0398  HISTORY     - 1988     GOOD             USPSQD
 LX0398  HISTORY     - 19910414 GOOD             USPSQD
 LX0398
 LX0398                          STATION DESCRIPTION
 LX0398
 LX0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0398'AT NEW HAVEN.
 LX0398'AT NEW HAVEN, ABOUT 0.45 MILE SOUTH ALONG TOWNSEND AVENUE FROM
 LX0398'THE INTERSECTION OF FORBES AVENUE (U.S. HIGHWAY 1) THENCE 0.35
 LX0398'MILE EAST ALONG A VERY CROOKED DRIVE LEADING TO THE HIGHEST
 LX0398'POINT OF FORT WOOSTER PARK, ABOUT IN THE CENTER OF THE PARK,
 LX0398'NEAR THE NORTHWEST SIDE OF THE OLD FORT SITE, INSIDE OF A CIRCLED
 LX0398'3 FOOT DIRT BANK, 50 FEET NORTHWEST OF THE NORTH END OF PART OF
 LX0398'THE OLD FORT, (NOW LOOKS LIKE A BRICK BOX CULVERT), 13 FEET
 LX0398'EAST OF A POLE SUPPORTING A BEACON LIGHT, 2 1/2 FEET BELOW THE
 LX0398'RIM OF THE CIRCLE AND IS A 4 INCH TRIANGLE IN THE CENTER OF A
 LX0398'1 1/2 FOOT GRANITE POST 1 INCH BELOW THE LEVEL OF THE GROUND.
 LX0398
 LX0398                          STATION RECOVERY (1988)
 LX0398
 LX0398'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0398'RECOVERED IN GOOD CONDITION.
 LX0398
 LX0398                          STATION RECOVERY (1991)
 LX0398
 LX0398'RECOVERY NOTE BY US POWER SQUADRON 1991 (NAM)
 LX0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0616 ***********************************************************************
 LX0616  DESIGNATION -  G
 LX0616  PID         -  LX0616
 LX0616  STATE/COUNTY-  CT/LITCHFIELD
 LX0616  USGS QUAD   -  NEW PRESTON (1984)
 LX0616
 LX0616                         *CURRENT SURVEY CONTROL
 LX0616  ___________________________________________________________________
 LX0616* NAD 83(1986)-  41 41 11.     (N)    073 21 03.     (W)     SCALED    
 LX0616* NAVD 88     -       213.400  (meters)     700.13   (feet)  POSTED    
 LX0616  ___________________________________________________________________
 LX0616  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX0616  DYNAMIC HT  -         213.330 (meters)     699.90  (feet)  COMP
 LX0616  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX0616
 LX0616  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0616
 LX0616.The horizontal coordinates were scaled from a topographic map and have
 LX0616.an estimated accuracy of +/- 6 seconds.
 LX0616
 LX0616.The orthometric height was determined by differential leveling
 LX0616.and adjusted by the National Geodetic Survey in 1992..
 LX0616.No vertical observational check was made to the station.
 LX0616.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0616.was located on a no-check spur therefore a value was not computed.
 LX0616
 LX0616.The geoid height was determined by GEOID03.
 LX0616
 LX0616.The dynamic height is computed by dividing the NAVD 88
 LX0616.geopotential number by the normal gravity value computed on the
 LX0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0616.degrees latitude (g = 980.6199 gals.).
 LX0616
 LX0616.The modeled gravity was interpolated from observed gravity values.
 LX0616
 LX0616;                    North         East    Units  Estimated Accuracy
 LX0616;SPC CT       -   247,310.      254,780.      MT  (+/- 180 meters Scaled)
 LX0616
 LX0616                          SUPERSEDED SURVEY CONTROL
 LX0616
 LX0616.No superseded survey control is available for this station.
 LX0616
 LX0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM372162(NAD 83)
 LX0616_MARKER: DD = SURVEY DISK
 LX0616_SETTING: 66 = SET IN ROCK OUTCROP
 LX0616_SP_SET: ROCK CLIFF
 LX0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0616+STABILITY: POSITION/ELEVATION WELL
 LX0616
 LX0616  HISTORY     - Date     Condition        Report By
 LX0616  HISTORY     - UNK      MONUMENTED       CU
 LX0616  HISTORY     - 1916     GOOD             NGS
 LX0616  HISTORY     - 1934     MARK NOT FOUND   LOCSUR
 LX0616
 LX0616                          STATION DESCRIPTION
 LX0616
 LX0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0616'1 MI N FROM NEW PRESTON.
 LX0616'ABOUT 1.0 MILE NORTH OF NEW PRESTON, LITCHFIELD COUNTY, ON THE
 LX0616'HIGHWAY RUNNING ALONG THE SHORE OF LAKE WARAMAUG, ABOUT 1/3 MILE
 LX0616'NORTH OF THE SOUTHEAST POINT OF THE LAKE, IN A SHELF OF A ROCK
 LX0616'CLIFF, AND ABOUT 2 FT HIGHER THAN THE ROAD.  A CAMP COLUMBIA
 LX0616'STANDARD DISK.  NOTE-- THE DESCRIPTION FAILS TO STATE ON WHICH
 LX0616'SIDE OF THE LAKE THE MARK IS LOCATED.  FOR MANY YEARS, THERE HAS
 LX0616'BEEN ROADS ON BOTH THE E AND W SIDES.  THE ROAD ON THE E SIDE IS
 LX0616'NOW A WIDE STATE HIGHWAY (CONN. ROUTE 45) WHICH CHANGED THE
 LX0616'LANDSCAPE.  THE ROAD ON THE W SIDE IS LINED WITH ROCK FOR NEARLY
 LX0616'A MILE.
 LX0616
 LX0616                          STATION RECOVERY (1934)
 LX0616
 LX0616'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1185 ***********************************************************************
 LX1185  DESIGNATION -  G 1
 LX1185  PID         -  LX1185
 LX1185  STATE/COUNTY-  CT/FAIRFIELD
 LX1185  USGS QUAD   -  STAMFORD (1984)
 LX1185
 LX1185                         *CURRENT SURVEY CONTROL
 LX1185  ___________________________________________________________________
 LX1185* NAD 83(1986)-  41 02 58.     (N)    073 32 22.     (W)     SCALED    
 LX1185* NAVD 88     -         6.979  (meters)      22.90   (feet)  ADJUSTED  
 LX1185  ___________________________________________________________________
 LX1185  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX1185  DYNAMIC HT  -           6.977 (meters)      22.89  (feet)  COMP
 LX1185  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX1185
 LX1185  VERT ORDER  -  FIRST     CLASS I
 LX1185
 LX1185.The horizontal coordinates were scaled from a topographic map and have
 LX1185.an estimated accuracy of +/- 6 seconds.
 LX1185
 LX1185.The orthometric height was determined by differential leveling
 LX1185.and adjusted by the National Geodetic Survey in June 1991..
 LX1185
 LX1185.The geoid height was determined by GEOID03.
 LX1185
 LX1185.The dynamic height is computed by dividing the NAVD 88
 LX1185.geopotential number by the normal gravity value computed on the
 LX1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1185.degrees latitude (g = 980.6199 gals.).
 LX1185
 LX1185.The modeled gravity was interpolated from observed gravity values.
 LX1185
 LX1185;                    North         East    Units  Estimated Accuracy
 LX1185;SPC CT       -   176,700.      238,430.      MT  (+/- 180 meters Scaled)
 LX1185
 LX1185                          SUPERSEDED SURVEY CONTROL
 LX1185
 LX1185  NGVD 29 (??/??/92)    7.31   (m)           24.0    (f) COMPUTED    1 1
 LX1185
 LX1185.Superseded values are not recommended for survey control.
 LX1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1185.See file dsdata.txt to determine how the superseded data were derived.
 LX1185
 LX1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL227452(NAD 83)
 LX1185_MARKER: DB = BENCH MARK DISK
 LX1185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1185_SP_SET: GRANITE BASE
 LX1185_STAMPING: G 1 ELEV 23.983 FT 1922
 LX1185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1185
 LX1185  HISTORY     - Date     Condition        Report By
 LX1185  HISTORY     - 1922     MONUMENTED       CGS
 LX1185  HISTORY     - 1965     GOOD             NGS
 LX1185  HISTORY     - 1987     GOOD             USPSQD
 LX1185
 LX1185                          STATION DESCRIPTION
 LX1185
 LX1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1185'AT STAMFORD.
 LX1185'AT STAMFORD, AT THE POST OFFICE, AT THE INTERSECTION OF ATLANTIC
 LX1185'AND FEDERAL STREET, 26.9 FEET WEST OF THE WEST CURB OF ATLANTIC
 LX1185'STREET, 12.4 FEET NORTH OF THE NORTH CURB OF FEDERAL STREET,
 LX1185'2.2 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, SET ON
 LX1185'THE TOP OF A GRANITE BASE AND ABOUT LEVEL WITH THE SIDEWALK.
 LX1185
 LX1185                          STATION RECOVERY (1987)
 LX1185
 LX1185'RECOVERY NOTE BY US POWER SQUADRON 1987 (EB)
 LX1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY0762 ***********************************************************************
 MY0762  DESIGNATION -  G 10
 MY0762  PID         -  MY0762
 MY0762  STATE/COUNTY-  CT/WINDHAM
 MY0762  USGS QUAD   -  WEBSTER (1979)
 MY0762
 MY0762                         *CURRENT SURVEY CONTROL
 MY0762  ___________________________________________________________________
 MY0762* NAD 83(1986)-  42 00 50.     (N)    071 53 07.     (W)     SCALED    
 MY0762* NAVD 88     -       117.870  (meters)     386.71   (feet)  ADJUSTED  
 MY0762  ___________________________________________________________________
 MY0762  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 MY0762  DYNAMIC HT  -         117.831 (meters)     386.58  (feet)  COMP
 MY0762  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 MY0762
 MY0762  VERT ORDER  -  SECOND    CLASS 0
 MY0762
 MY0762.The horizontal coordinates were scaled from a topographic map and have
 MY0762.an estimated accuracy of +/- 6 seconds.
 MY0762
 MY0762.The orthometric height was determined by differential leveling
 MY0762.and adjusted by the National Geodetic Survey in June 1991..
 MY0762
 MY0762.The geoid height was determined by GEOID03.
 MY0762
 MY0762.The dynamic height is computed by dividing the NAVD 88
 MY0762.geopotential number by the normal gravity value computed on the
 MY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY0762.degrees latitude (g = 980.6199 gals.).
 MY0762
 MY0762.The modeled gravity was interpolated from observed gravity values.
 MY0762
 MY0762;                    North         East    Units  Estimated Accuracy
 MY0762;SPC CT       -   283,870.      376,430.      MT  (+/- 180 meters Scaled)
 MY0762
 MY0762                          SUPERSEDED SURVEY CONTROL
 MY0762
 MY0762  NGVD 29 (??/??/92)  118.102  (m)          387.47   (f) ADJ UNCH    2 0
 MY0762
 MY0762.Superseded values are not recommended for survey control.
 MY0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY0762.See file dsdata.txt to determine how the superseded data were derived.
 MY0762
 MY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG610553(NAD 83)
 MY0762_MARKER: DB = BENCH MARK DISK
 MY0762_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MY0762_SP_SET: BRIDGE BACK WALL
 MY0762_STAMPING: G 10 1935
 MY0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MY0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MY0762+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 MY0762
 MY0762  HISTORY     - Date     Condition        Report By
 MY0762  HISTORY     - 1935     MONUMENTED       CGS
 MY0762  HISTORY     - 20050407 GOOD             GEOCAC
 MY0762
 MY0762                          STATION DESCRIPTION
 MY0762
 MY0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MY0762'AT WILSONVILLE.
 MY0762'AT WILSONVILLE, WINDHAM COUNTY, 2,100 FEET NORTH OF MILEPOST
 MY0762'W19-G52 AT AN 85-FOOT GIRDER BRIDGE OVER A MILL POND, IN THE TOP
 MY0762'OF THE EAST END OF THE NORTH BACK WALL, 8 FEET EAST OF THE
 MY0762'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 MY0762'NOTE-- IT WAS REPORTED IN DECEMBER 1936 THAT THE DISK HAS BEEN
 MY0762'BATTERED, AND THE STAMPING WAS ALMOST OBLITERATED.
 MY0762
 MY0762                          STATION RECOVERY (2005)
 MY0762
 MY0762'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 MY0762'DISK IS SCRATCHED BUT G10 CAN BE READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0593 ***********************************************************************
 LX0593  DESIGNATION -  G 11
 LX0593  PID         -  LX0593
 LX0593  STATE/COUNTY-  CT/NEW HAVEN
 LX0593  USGS QUAD   -  SOUTHINGTON (1992)
 LX0593
 LX0593                         *CURRENT SURVEY CONTROL
 LX0593  ___________________________________________________________________
 LX0593* NAD 83(1986)-  41 33 19.     (N)    072 59 34.     (W)     SCALED    
 LX0593* NAVD 88     -       174.682  (meters)     573.10   (feet)  ADJUSTED  
 LX0593  ___________________________________________________________________
 LX0593  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX0593  DYNAMIC HT  -         174.626 (meters)     572.92  (feet)  COMP
 LX0593  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 LX0593
 LX0593  VERT ORDER  -  FIRST     CLASS II
 LX0593
 LX0593.The horizontal coordinates were scaled from a topographic map and have
 LX0593.an estimated accuracy of +/- 6 seconds.
 LX0593
 LX0593.The orthometric height was determined by differential leveling
 LX0593.and adjusted by the National Geodetic Survey in June 1991..
 LX0593
 LX0593.The geoid height was determined by GEOID03.
 LX0593
 LX0593.The dynamic height is computed by dividing the NAVD 88
 LX0593.geopotential number by the normal gravity value computed on the
 LX0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0593.degrees latitude (g = 980.6199 gals.).
 LX0593
 LX0593.The modeled gravity was interpolated from observed gravity values.
 LX0593
 LX0593;                    North         East    Units  Estimated Accuracy
 LX0593;SPC CT       -   232,610.      284,550.      MT  (+/- 180 meters Scaled)
 LX0593
 LX0593                          SUPERSEDED SURVEY CONTROL
 LX0593
 LX0593  NGVD 29 (??/??/92)  174.961  (m)          574.02   (f) ADJ UNCH    1 2
 LX0593
 LX0593.Superseded values are not recommended for survey control.
 LX0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0593.See file dsdata.txt to determine how the superseded data were derived.
 LX0593
 LX0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM673023(NAD 83)
 LX0593_MARKER: DB = BENCH MARK DISK
 LX0593_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0593_STAMPING: G 11 1935
 LX0593_MARK LOGO: CGS   
 LX0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0593+STABILITY: SURFACE MOTION
 LX0593
 LX0593  HISTORY     - Date     Condition        Report By
 LX0593  HISTORY     - 1935     MONUMENTED       CGS
 LX0593  HISTORY     - 1941     GOOD             LOCENG
 LX0593  HISTORY     - 1985     GOOD             NGS
 LX0593
 LX0593                          STATION DESCRIPTION
 LX0593
 LX0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0593'2.7 MI E FROM WATERBURY.
 LX0593'ABOUT 2.7 MILES EAST ALONG STATE HIGHWAY 14 FROM THE ENGINE
 LX0593'2 FIRE STATION AT WATERBURY, NEW HAVEN COUNTY, ABOUT 0.6 MILE
 LX0593'EAST OF MUD RIVER, AT THE SOUTH END OF A LONG CURVE, AT AN
 LX0593'18-INCH CULVERT, ABOUT 90 FEET SOUTHEAST OF POLE 42, IN THE TOP
 LX0593'OF THE EAST END OF THE SOUTH HEAD WALL, 25 FEET SOUTH OF THE
 LX0593'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 LX0593'ROADWAY.  A STANDARD DISK, STAMPED G 11 1935.
 LX0593
 LX0593                          STATION RECOVERY (1941)
 LX0593
 LX0593'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1941
 LX0593'RECOVERED IN GOOD CONDITION.
 LX0593
 LX0593                          STATION RECOVERY (1985)
 LX0593
 LX0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0593'RECOVERED IN GOOD CONDITION, NEW TO REACH FOLLOWS, 2.4 KM (1.5 MI)
 LX0593'NORTHEAST ALONG MERIDEN ROAD FROM THE INTERSECTION OF EAST MAIN STREET
 LX0593'IN WATERBURY, OR 1.0 KM (0.6 MI) NORTHEAST ALONG MERIDEN ROAD FROM THE
 LX0593'MAD RIVER TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) NORTHEAST OF THE
 LX0593'JUNCTION OF NATIONAL AVENUE, NOTE--POLE NO. 42 IS NOW NO. 9265 WITH
 LX0593'STREET LAMP AND THREE GUY WIRES.
 LX0593'THE MARK IS 0.24 METERS  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0026 ***********************************************************************
 LX0026  DESIGNATION -  G 12
 LX0026  PID         -  LX0026
 LX0026  STATE/COUNTY-  CT/NEW LONDON
 LX0026  USGS QUAD   -  NORWICH (1983)
 LX0026
 LX0026                         *CURRENT SURVEY CONTROL
 LX0026  ___________________________________________________________________
 LX0026* NAD 83(1986)-  41 31 31.     (N)    072 05 07.     (W)     SCALED    
 LX0026* NAVD 88     -         2.829  (meters)       9.28   (feet)  ADJUSTED  
 LX0026  ___________________________________________________________________
 LX0026  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX0026  DYNAMIC HT  -           2.828 (meters)       9.28  (feet)  COMP
 LX0026  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX0026
 LX0026  VERT ORDER  -  SECOND    CLASS 0
 LX0026
 LX0026.The horizontal coordinates were scaled from a topographic map and have
 LX0026.an estimated accuracy of +/- 6 seconds.
 LX0026
 LX0026.The orthometric height was determined by differential leveling
 LX0026.and adjusted by the National Geodetic Survey in June 1991..
 LX0026
 LX0026.The geoid height was determined by GEOID03.
 LX0026
 LX0026.The dynamic height is computed by dividing the NAVD 88
 LX0026.geopotential number by the normal gravity value computed on the
 LX0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0026.degrees latitude (g = 980.6199 gals.).
 LX0026
 LX0026.The modeled gravity was interpolated from observed gravity values.
 LX0026
 LX0026;                    North         East    Units  Estimated Accuracy
 LX0026;SPC CT       -   229,460.      360,280.      MT  (+/- 180 meters Scaled)
 LX0026
 LX0026                          SUPERSEDED SURVEY CONTROL
 LX0026
 LX0026  NGVD 29 (??/??/92)    3.121  (m)           10.24   (f) ADJ UNCH    2 0
 LX0026
 LX0026.Superseded values are not recommended for survey control.
 LX0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0026.See file dsdata.txt to determine how the superseded data were derived.
 LX0026
 LX0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM431011(NAD 83)
 LX0026_MARKER: DB = BENCH MARK DISK
 LX0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0026_SP_SET: DOORSILL
 LX0026_STAMPING: G 12 1935
 LX0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0026
 LX0026  HISTORY     - Date     Condition        Report By
 LX0026  HISTORY     - 1935     MONUMENTED       CGS
 LX0026  HISTORY     - 1976     MARK NOT FOUND   USGS
 LX0026  HISTORY     - 20060420 MARK NOT FOUND   USPSQD
 LX0026
 LX0026                          STATION DESCRIPTION
 LX0026
 LX0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0026'AT NORWICH.
 LX0026'AT NORWICH, NEW LONDON COUNTY, AT THE CENTRAL VERMONT RAILWAY
 LX0026'STATION, IN THE NORTH SIDE OF THE STONE DOORSILL AT THE WEST
 LX0026'ENTRANCE, 15 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 LX0026'ABOUT 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LX0026'STAMPED G 12 1935.
 LX0026
 LX0026                          STATION RECOVERY (1976)
 LX0026
 LX0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LX0026'MARK NOT FOUND.
 LX0026
 LX0026                          STATION RECOVERY (2006)
 LX0026
 LX0026'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0026'NO EVIDENCE OF OLD RR STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0919 ***********************************************************************
 LX0919  DESIGNATION -  G 13
 LX0919  PID         -  LX0919
 LX0919  STATE/COUNTY-  CT/NEW HAVEN
 LX0919  USGS QUAD   -  MILFORD (1984)
 LX0919
 LX0919                         *CURRENT SURVEY CONTROL
 LX0919  ___________________________________________________________________
 LX0919* NAD 83(1986)-  41 12 21.     (N)    073 06 26.     (W)     SCALED    
 LX0919* NAVD 88     -         9.216  (meters)      30.24   (feet)  ADJUSTED  
 LX0919  ___________________________________________________________________
 LX0919  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0919  DYNAMIC HT  -           9.213 (meters)      30.23  (feet)  COMP
 LX0919  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 LX0919
 LX0919  VERT ORDER  -  FIRST     CLASS I
 LX0919
 LX0919.The horizontal coordinates were scaled from a topographic map and have
 LX0919.an estimated accuracy of +/- 6 seconds.
 LX0919
 LX0919.The orthometric height was determined by differential leveling
 LX0919.and adjusted by the National Geodetic Survey in June 1991..
 LX0919
 LX0919.The geoid height was determined by GEOID03.
 LX0919
 LX0919.The dynamic height is computed by dividing the NAVD 88
 LX0919.geopotential number by the normal gravity value computed on the
 LX0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0919.degrees latitude (g = 980.6199 gals.).
 LX0919
 LX0919.The modeled gravity was interpolated from observed gravity values.
 LX0919
 LX0919;                    North         East    Units  Estimated Accuracy
 LX0919;SPC CT       -   193,830.      274,840.      MT  (+/- 180 meters Scaled)
 LX0919
 LX0919                          SUPERSEDED SURVEY CONTROL
 LX0919
 LX0919  NGVD 29 (??/??/92)    9.548  (m)           31.33   (f) ADJ UNCH    1 1
 LX0919
 LX0919.Superseded values are not recommended for survey control.
 LX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0919.See file dsdata.txt to determine how the superseded data were derived.
 LX0919
 LX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL586633(NAD 83)
 LX0919_MARKER: DB = BENCH MARK DISK
 LX0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0919_SP_SET: TOWER CONCRETE BASE
 LX0919_STAMPING: G 13 1935
 LX0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0919
 LX0919  HISTORY     - Date     Condition        Report By
 LX0919  HISTORY     - 1935     MONUMENTED       CGS
 LX0919  HISTORY     - 1965     GOOD             NGS
 LX0919  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0919  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0919
 LX0919                          STATION DESCRIPTION
 LX0919
 LX0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0919'AT DEVON.
 LX0919'AT DEVON, ABOUT 0.1 MILE WEST ALONG THE NY, NH, AND H RAILROAD
 LX0919'FROM THE STATION AT DEVON, 99 FEET EAST OF THE NORTHEAST CORNER
 LX0919'OF THE RAILROAD BRIDGE OVER THE HOUSATONIC RIVER, SET ON THE
 LX0919'TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE NORTH
 LX0919'LEG OF ELECTRIC CABLE TOWER NO. 863, 13 FEET NORTH OF THE NORTH
 LX0919'RAIL OF NORTH TRACK OF FOUR, 1 FOOT SOUTHEAST OF THE NORTHWEST
 LX0919'CORNER OF THE CONCRETE BASE AND ABOUT LEVEL WITH THE TRACK.
 LX0919
 LX0919                          STATION RECOVERY (1985)
 LX0919
 LX0919'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0919'MARK NOT FOUND.
 LX0919
 LX0919                          STATION RECOVERY (1985)
 LX0919
 LX0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0919'NOT RECOVERED, THE DISK HAS BEEN PRIED OUT OF THE DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0058 ***********************************************************************
 LX0058  DESIGNATION -  G 14
 LX0058  PID         -  LX0058
 LX0058  STATE/COUNTY-  CT/TOLLAND
 LX0058  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX0058
 LX0058                         *CURRENT SURVEY CONTROL
 LX0058  ___________________________________________________________________
 LX0058* NAD 83(1986)-  41 59 41.     (N)    072 19 17.     (W)     SCALED    
 LX0058* NAVD 88     -       173.481  (meters)     569.16   (feet)  ADJUSTED  
 LX0058  ___________________________________________________________________
 LX0058  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LX0058  DYNAMIC HT  -         173.428 (meters)     568.99  (feet)  COMP
 LX0058  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 LX0058
 LX0058  VERT ORDER  -  SECOND    CLASS 0
 LX0058
 LX0058.The horizontal coordinates were scaled from a topographic map and have
 LX0058.an estimated accuracy of +/- 6 seconds.
 LX0058
 LX0058.The orthometric height was determined by differential leveling
 LX0058.and adjusted by the National Geodetic Survey in June 1991..
 LX0058
 LX0058.The geoid height was determined by GEOID03.
 LX0058
 LX0058.The dynamic height is computed by dividing the NAVD 88
 LX0058.geopotential number by the normal gravity value computed on the
 LX0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0058.degrees latitude (g = 980.6199 gals.).
 LX0058
 LX0058.The modeled gravity was interpolated from observed gravity values.
 LX0058
 LX0058;                    North         East    Units  Estimated Accuracy
 LX0058;SPC CT       -   281,480.      340,320.      MT  (+/- 180 meters Scaled)
 LX0058
 LX0058                          SUPERSEDED SURVEY CONTROL
 LX0058
 LX0058  NGVD 29 (??/??/92)  173.70   (m)          569.9    (f) COMPUTED    2 0
 LX0058
 LX0058.Superseded values are not recommended for survey control.
 LX0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0058.See file dsdata.txt to determine how the superseded data were derived.
 LX0058
 LX0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM218526(NAD 83)
 LX0058_MARKER: DB = BENCH MARK DISK
 LX0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0058_STAMPING: G 14 1935
 LX0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0058+STABILITY: SURFACE MOTION
 LX0058
 LX0058  HISTORY     - Date     Condition        Report By
 LX0058  HISTORY     - 1935     MONUMENTED       CGS
 LX0058  HISTORY     - 1943     GOOD             CTDT
 LX0058  HISTORY     - 1977     MARK NOT FOUND   USGS
 LX0058
 LX0058                          STATION DESCRIPTION
 LX0058
 LX0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0058'3.6 MI N FROM STAFFORD SPRINGS.
 LX0058'ABOUT 3.6 MILES NORTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0058'STATION AT STAFFORD SPRINGS, TOLLAND COUNTY, ABOUT 1 MILE NORTH
 LX0058'OF ORCUTTVILLE, ABOUT 800 FEET NORTH OF MILEPOST 53, ABOUT 330
 LX0058'FEET SOUTH OF A DIRT-ROAD CROSSING, 15 FEET EAST OF THE CENTER
 LX0058'LINE OF THE TRACK, IN LINE WITH A ROW OF POLES, AND ABOUT 2 FEET
 LX0058'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 14
 LX0058'1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2
 LX0058'INCHES ABOVE GROUND.  NOTE-- DIRT ROAD CROSSING INSERT THE
 LX0058'FOLLOWING AND APPROX. 100 FEET NORTH OF A POND ON EITHER SIDE
 LX0058'OF RAILROAD TRACK.
 LX0058
 LX0058                          STATION RECOVERY (1943)
 LX0058
 LX0058'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0058'RECOVERED IN GOOD CONDITION.
 LX0058
 LX0058                          STATION RECOVERY (1977)
 LX0058
 LX0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LX0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0939 ***********************************************************************
 LX0939  DESIGNATION -  G 15
 LX0939  PID         -  LX0939
 LX0939  STATE/COUNTY-  CT/FAIRFIELD
 LX0939  USGS QUAD   -  NORWALK NORTH (1975)
 LX0939
 LX0939                         *CURRENT SURVEY CONTROL
 LX0939  ___________________________________________________________________
 LX0939* NAD 83(1986)-  41 11 48.     (N)    073 25 57.     (W)     SCALED    
 LX0939* NAVD 88     -        57.043  (meters)     187.15   (feet)  ADJUSTED  
 LX0939  ___________________________________________________________________
 LX0939  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0939  DYNAMIC HT  -          57.024 (meters)     187.09  (feet)  COMP
 LX0939  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX0939
 LX0939  VERT ORDER  -  FIRST     CLASS II
 LX0939
 LX0939.The horizontal coordinates were scaled from a topographic map and have
 LX0939.an estimated accuracy of +/- 6 seconds.
 LX0939
 LX0939.The orthometric height was determined by differential leveling
 LX0939.and adjusted by the National Geodetic Survey in June 1991..
 LX0939
 LX0939.The geoid height was determined by GEOID03.
 LX0939
 LX0939.The dynamic height is computed by dividing the NAVD 88
 LX0939.geopotential number by the normal gravity value computed on the
 LX0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0939.degrees latitude (g = 980.6199 gals.).
 LX0939
 LX0939.The modeled gravity was interpolated from observed gravity values.
 LX0939
 LX0939;                    North         East    Units  Estimated Accuracy
 LX0939;SPC CT       -   192,980.      247,550.      MT  (+/- 180 meters Scaled)
 LX0939
 LX0939                          SUPERSEDED SURVEY CONTROL
 LX0939
 LX0939  NGVD 29 (??/??/92)   57.370  (m)          188.22   (f) ADJ UNCH    1 2
 LX0939
 LX0939.Superseded values are not recommended for survey control.
 LX0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0939.See file dsdata.txt to determine how the superseded data were derived.
 LX0939
 LX0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL314617(NAD 83)
 LX0939_MARKER: DB = BENCH MARK DISK
 LX0939_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0939+WITH SETTING: PAVEMENT
 LX0939_STAMPING: G 15 1935
 LX0939_MARK LOGO: CGS   
 LX0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0939+STABILITY: SURFACE MOTION
 LX0939
 LX0939  HISTORY     - Date     Condition        Report By
 LX0939  HISTORY     - 1935     MONUMENTED       CGS
 LX0939  HISTORY     - 1959     GOOD             NGS
 LX0939  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0939  HISTORY     - 1984     GOOD             NGS
 LX0939  HISTORY     - 1985     GOOD             NGS
 LX0939  HISTORY     - 1985     GOOD             USPSQD
 LX0939  HISTORY     - 19930330 GOOD             USPSQD
 LX0939
 LX0939                          STATION DESCRIPTION
 LX0939
 LX0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0939'AT WILTON.
 LX0939'AT WILTON, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0939'HARTFORD RAILROAD, 260 FEET NORTH OF NORTH END OF STATION (285
 LX0939'FEET NORTH OF CENTER OF STATION), IN THE SOUTHWEST CORNER OF THE
 LX0939'BASE OF POWER-LINE TOWER 170E, 34 FEET EAST OF EAST RAIL OF THE
 LX0939'MAIN TRACK, AND LEVEL WITH THE RAIL, AND 10 FEET SOUTHEAST OF
 LX0939'11,000 VOLT TRANSFORMER.  A STANDARD DISK, STAMPED G 15 1935.
 LX0939
 LX0939                          STATION RECOVERY (1983)
 LX0939
 LX0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0939'MARK NOT FOUND.
 LX0939
 LX0939                          STATION RECOVERY (1984)
 LX0939
 LX0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0939'RECOVERED IN GOOD CONDITION, THE TOWER AND FOUNDATION ARE STILL IN
 LX0939'PLACE, BUT THE POWER LINES HAVE BEEN REMOVED.
 LX0939
 LX0939                          STATION RECOVERY (1985)
 LX0939
 LX0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0939'RECOVERED IN GOOD CONDITION.  THE TRANSFORMER IS NO LONGER IN PLACE.
 LX0939
 LX0939                          STATION RECOVERY (1985)
 LX0939
 LX0939'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0939'NOTE THAT THE DANBURY BRANCH OF THE RAILROAD IS NO LONGER
 LX0939'ELECTRIFIED, MANY OF THE POWER-LINE TOWERS HAVE BEEN REMOVED AND ALL
 LX0939'THAT REMAIN HAVE BEEN UNPAINTED FOR YEARS DISK G 15 IS IN THE BASE OF
 LX0939'A TOWER WITHIN THE PARKING LOT OF THE RAILROAD STATION AND BELOW THE
 LX0939'LEVEL OF THE ASPALT, IT HAD BEEN PAVED OVER BUT WAS RECOVERED AND
 LX0939'SHOULD REMAIN ACCESSIBLE UNTIL THE PARKING LOT IS PAVED. THE TOWER IS
 LX0939'ABOUT 150 FEET SOUTH OF THE CL AND P POWER TRANSFORMER, NOT 10 FEET
 LX0939'AS NOTED IN 1959. THE TRANSFORMER MAY HAVE BEEN RELOCATED.
 LX0939
 LX0939                          STATION RECOVERY (1993)
 LX0939
 LX0939'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0698 ***********************************************************************
 LX0698  DESIGNATION -  G 17
 LX0698  PID         -  LX0698
 LX0698  STATE/COUNTY-  CT/LITCHFIELD
 LX0698  USGS QUAD   -  CORNWALL (1984)
 LX0698
 LX0698                         *CURRENT SURVEY CONTROL
 LX0698  ___________________________________________________________________
 LX0698* NAD 83(1986)-  41 49 15.     (N)    073 22 16.     (W)     SCALED    
 LX0698* NAVD 88     -       134.253  (meters)     440.46   (feet)  ADJUSTED  
 LX0698  ___________________________________________________________________
 LX0698  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0698  DYNAMIC HT  -         134.208 (meters)     440.31  (feet)  COMP
 LX0698  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX0698
 LX0698  VERT ORDER  -  SECOND    CLASS 0
 LX0698
 LX0698.The horizontal coordinates were scaled from a topographic map and have
 LX0698.an estimated accuracy of +/- 6 seconds.
 LX0698
 LX0698.The orthometric height was determined by differential leveling
 LX0698.and adjusted by the National Geodetic Survey in June 1991..
 LX0698
 LX0698.The geoid height was determined by GEOID03.
 LX0698
 LX0698.The dynamic height is computed by dividing the NAVD 88
 LX0698.geopotential number by the normal gravity value computed on the
 LX0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0698.degrees latitude (g = 980.6199 gals.).
 LX0698
 LX0698.The modeled gravity was interpolated from observed gravity values.
 LX0698
 LX0698;                    North         East    Units  Estimated Accuracy
 LX0698;SPC CT       -   262,260.      253,200.      MT  (+/- 180 meters Scaled)
 LX0698
 LX0698                          SUPERSEDED SURVEY CONTROL
 LX0698
 LX0698  NGVD 29 (??/??/92)  134.496  (m)          441.26   (f) ADJ UNCH    2 0
 LX0698
 LX0698.Superseded values are not recommended for survey control.
 LX0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0698.See file dsdata.txt to determine how the superseded data were derived.
 LX0698
 LX0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM352311(NAD 83)
 LX0698_MARKER: DB = BENCH MARK DISK
 LX0698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0698_SP_SET: ABUTMENT
 LX0698_STAMPING: G 17 1935
 LX0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0698
 LX0698  HISTORY     - Date     Condition        Report By
 LX0698  HISTORY     - 1935     MONUMENTED       CGS
 LX0698  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0698
 LX0698                          STATION DESCRIPTION
 LX0698
 LX0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0698'AT CORNWALL BRIDGE.
 LX0698'AT CORNWALL BRIDGE, LITCHFIELD COUNTY, ON THE NEW YORK, NEW
 LX0698'HAVEN AND HARTFORD RAILROAD, 500 FEET NORTH OF THE STATION,
 LX0698'AT 30 FOOT STEEL-GIRDER BRIDGE NO. 65.89, IN THE EAST SIDE OF
 LX0698'THE SOUTH ABUTMENT, 10 FEET EAST OF THE EAST RAIL, AND 6 INCHES
 LX0698'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED G 17 1935.
 LX0698
 LX0698                          STATION RECOVERY (1984)
 LX0698
 LX0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0698'NOT RECOVERED, THE MARK IS BELIEVED TO BE COVERED BY A LAYER OF
 LX0698'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0566 ***********************************************************************
 LX0566  DESIGNATION -  G 18
 LX0566  PID         -  LX0566
 LX0566  STATE/COUNTY-  CT/HARTFORD
 LX0566  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0566
 LX0566                         *CURRENT SURVEY CONTROL
 LX0566  ___________________________________________________________________
 LX0566* NAD 83(1986)-  41 46 41.     (N)    072 40 20.     (W)     SCALED    
 LX0566* NAVD 88     -         9.752  (meters)      31.99   (feet)  ADJUSTED  
 LX0566  ___________________________________________________________________
 LX0566  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX0566  DYNAMIC HT  -           9.749 (meters)      31.98  (feet)  COMP
 LX0566  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 LX0566
 LX0566  VERT ORDER  -  FIRST     CLASS II
 LX0566
 LX0566.The horizontal coordinates were scaled from a topographic map and have
 LX0566.an estimated accuracy of +/- 6 seconds.
 LX0566
 LX0566.The orthometric height was determined by differential leveling
 LX0566.and adjusted by the National Geodetic Survey in June 1991..
 LX0566
 LX0566.The geoid height was determined by GEOID03.
 LX0566
 LX0566.The dynamic height is computed by dividing the NAVD 88
 LX0566.geopotential number by the normal gravity value computed on the
 LX0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0566.degrees latitude (g = 980.6199 gals.).
 LX0566
 LX0566.The modeled gravity was interpolated from observed gravity values.
 LX0566
 LX0566;                    North         East    Units  Estimated Accuracy
 LX0566;SPC CT       -   257,320.      311,270.      MT  (+/- 180 meters Scaled)
 LX0566
 LX0566                          SUPERSEDED SURVEY CONTROL
 LX0566
 LX0566.No superseded survey control is available for this station.
 LX0566
 LX0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM934277(NAD 83)
 LX0566_MARKER: DJ = TIDAL STATION DISK
 LX0566_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0566+WITH SETTING: PAVEMENT
 LX0566_STAMPING: G 18 1935
 LX0566_MARK LOGO: CGS   
 LX0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0566+STABILITY: SURFACE MOTION
 LX0566
 LX0566  HISTORY     - Date     Condition        Report By
 LX0566  HISTORY     - 1935     MONUMENTED       CGS
 LX0566  HISTORY     - 1951     GOOD             NGS
 LX0566  HISTORY     - 1978     GOOD             NGS
 LX0566  HISTORY     - 1984     GOOD             NGS
 LX0566
 LX0566                          STATION DESCRIPTION
 LX0566
 LX0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0566'AT HARTFORD.
 LX0566'AT HARTFORD, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0566'HARTFORD RAILROAD, ABOUT 200 FEET NORTH OF THE CROSSING OF WINDSOR
 LX0566'STREET, ABOUT 120 FEET NORTHEAST OF THE JUNCTION OF WINDSOR
 LX0566'AND CANTON STREETS, 95 FEET NORTH OF A SIGNAL TOWER, IN THE
 LX0566'NORTHEAST CORNER OF THE CONCRETE BASE OF A WATER COLUMN, 50
 LX0566'FEET EAST OF THE CENTERLINE OF WINDSOR STREET, 8 FEET WEST OF
 LX0566'THE MAIN SOUTHBOUND TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 LX0566'A STANDARD DISK, STAMPED G 18 1935.  NOTE-- IT WAS REPORTED IN
 LX0566'NOVEMBER 1951 THAT THE WATER COLUMN HAS BEEN REMOVED AND ONLY
 LX0566'THE CONCRETE BASE REMAINS.
 LX0566
 LX0566                          STATION RECOVERY (1978)
 LX0566
 LX0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0566'RECOVERED IN GOOD CONDITION.
 LX0566
 LX0566                          STATION RECOVERY (1984)
 LX0566
 LX0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0566'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN HARTFORD, AT
 LX0566'THE JUNCTION OF WINDSOR AND CANTON STREETS, ALONG THE WEST EDGE OF THE
 LX0566'MAIN TRACKS OF THE CONRAIL RAILROAD, IN TOP OF THE NORTHEAST CORNER OF
 LX0566'A 1.98 BY 2.44 METER (6.5 BY 8 FT) ABANDON CONCRETE FOUNDATION,
 LX0566'15.54 METERS (51.0 FT) EAST OF THE CENTERLINE OF WINDSOR STREET,
 LX0566'5.09 METERS (16.7 FT) SOUTH OF A RAILROAD SIGNAL TOWER, 1.00 METER
 LX0566'(3.3 FT) WEST OF THE WEST RAIL OF THE MAIN TRACKS.
 LX0566'THE MARK IS 0.18 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0722 ***********************************************************************
 LX0722  DESIGNATION -  G 19
 LX0722  PID         -  LX0722
 LX0722  STATE/COUNTY-  CT/LITCHFIELD
 LX0722  USGS QUAD   -  NORFOLK (1969)
 LX0722
 LX0722                         *CURRENT SURVEY CONTROL
 LX0722  ___________________________________________________________________
 LX0722* NAD 83(1986)-  41 56 45.     (N)    073 07 42.     (W)     SCALED    
 LX0722* NAVD 88     -       327.575  (meters)    1074.72   (feet)  ADJUSTED  
 LX0722  ___________________________________________________________________
 LX0722  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX0722  DYNAMIC HT  -         327.463 (meters)    1074.35  (feet)  COMP
 LX0722  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LX0722
 LX0722  VERT ORDER  -  SECOND    CLASS 0
 LX0722
 LX0722.The horizontal coordinates were scaled from a topographic map and have
 LX0722.an estimated accuracy of +/- 6 seconds.
 LX0722
 LX0722.The orthometric height was determined by differential leveling
 LX0722.and adjusted by the National Geodetic Survey in June 1991..
 LX0722
 LX0722.The geoid height was determined by GEOID03.
 LX0722
 LX0722.The dynamic height is computed by dividing the NAVD 88
 LX0722.geopotential number by the normal gravity value computed on the
 LX0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0722.degrees latitude (g = 980.6199 gals.).
 LX0722
 LX0722.The modeled gravity was interpolated from observed gravity values.
 LX0722
 LX0722;                    North         East    Units  Estimated Accuracy
 LX0722;SPC CT       -   276,030.      273,430.      MT  (+/- 180 meters Scaled)
 LX0722
 LX0722                          SUPERSEDED SURVEY CONTROL
 LX0722
 LX0722  NGVD 29 (??/??/92)  327.767  (m)         1075.35   (f) ADJ UNCH    2 0
 LX0722
 LX0722.Superseded values are not recommended for survey control.
 LX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0722.See file dsdata.txt to determine how the superseded data were derived.
 LX0722
 LX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM551454(NAD 83)
 LX0722_MARKER: DB = BENCH MARK DISK
 LX0722_SETTING: 66 = SET IN ROCK OUTCROP
 LX0722_SP_SET: ROCK LEDGE
 LX0722_STAMPING: G 19 1935
 LX0722_MARK LOGO: CGS   
 LX0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0722+STABILITY: POSITION/ELEVATION WELL
 LX0722
 LX0722  HISTORY     - Date     Condition        Report By
 LX0722  HISTORY     - 1935     MONUMENTED       CGS
 LX0722  HISTORY     - 1936     GOOD             NGS
 LX0722  HISTORY     - 1942     GOOD             CTDT
 LX0722  HISTORY     - 1984     GOOD             NGS
 LX0722
 LX0722                          STATION DESCRIPTION
 LX0722
 LX0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LX0722'4 MI NW FROM WINSTED.
 LX0722'4.0 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED NEW
 LX0722'YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT
 LX0722'WINSTED, LITCHFIELD COUNTY, 45 FEET SOUTHEAST OF THE CENTER OF
 LX0722'AN UNUSED SECONDARY-ROAD CROSSING, 50 FEET NORTH OF THE OLD
 LX0722'ROADBED, 21 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A STONE
 LX0722'FENCE, IN THE TOP OF A 3- BY 5-FOOT ROCK LEDGE, AND ABOUT 4
 LX0722'FEET ABOVE THE OLD ROADBED.  A STANDARD DISK, STAMPED G 19 1935.
 LX0722'NOTE-- RAILS AND MILEPOSTS HAVE BEEN REMOVED.
 LX0722
 LX0722                          STATION RECOVERY (1942)
 LX0722
 LX0722'RECOVERY NOTE BY CT DEPT OF TRANSP 1942
 LX0722'RECOVERED IN GOOD CONDITION.
 LX0722
 LX0722                          STATION RECOVERY (1984)
 LX0722
 LX0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0722'RECVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.8 KM (1.75 MI)
 LX0722'SOUTH ALONG STATE HIGHWAY 272 FROM THE JUNCTION OF U.S. HIGHWAY 44 IN
 LX0722'NORFOLK, THENCE 2.2 KM (1.35 MI) SOUTHEAST ALONG WINCHESTER ROAD,
 LX0722'THENCE 4.7 KM (2.9 MI) EAST ALONG GRANTVILLE ROAD, THENCE 0.1 KM
 LX0722'(0.05 MI) SOUTH ALONG A TRAIL ROAD TO THE MARK ON THE LEFT, IN TOP OF
 LX0722'A ROCK OUTCROP FLUSH WITH THE GROUND, 0.4 KM (0.25 MI) EAST OF THE
 LX0722'JUNCTION OF SKINNER ROAD, 12.34 METERS (40.5 FT) EAST OF THE CENTER OF
 LX0722'THE TRAIL ROAD, 7.13 METERS (23.4 FT) NORTHEAST OF THE SOUTHWEST
 LX0722'CORNER OF A STONE FENCE.  NOTE--NOT LEVELED TO IN 1984.
 LX0722'THE MARK IS 0.58 METERS  S FROM A WITNESS POST.
 LX0722'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0825 ***********************************************************************
 LX0825  DESIGNATION -  G 2
 LX0825  PID         -  LX0825
 LX0825  STATE/COUNTY-  CT/FAIRFIELD
 LX0825  USGS QUAD   -  WESTPORT (1975)
 LX0825
 LX0825                         *CURRENT SURVEY CONTROL
 LX0825  ___________________________________________________________________
 LX0825* NAD 83(1986)-  41 08 27.     (N)    073 16 35.     (W)     SCALED    
 LX0825* NAVD 88     -         5.619  (meters)      18.43   (feet)  POSTED    
 LX0825  ___________________________________________________________________
 LX0825  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX0825  DYNAMIC HT  -           5.620 (meters)      18.44  (feet)  COMP
 LX0825  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LX0825
 LX0825  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0825
 LX0825.The horizontal coordinates were scaled from a topographic map and have
 LX0825.an estimated accuracy of +/- 6 seconds.
 LX0825
 LX0825.The orthometric height was determined by differential leveling
 LX0825.and adjusted by the National Geodetic Survey in 1992..
 LX0825.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0825.rate of 1.1 thru 2.0 mm/km.
 LX0825
 LX0825.The geoid height was determined by GEOID03.
 LX0825
 LX0825.The dynamic height is computed by dividing the NAVD 88
 LX0825.geopotential number by the normal gravity value computed on the
 LX0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0825.degrees latitude (g = 980.6199 gals.).
 LX0825
 LX0825.The modeled gravity was interpolated from observed gravity values.
 LX0825
 LX0825;                    North         East    Units  Estimated Accuracy
 LX0825;SPC CT       -   186,690.      260,610.      MT  (+/- 180 meters Scaled)
 LX0825
 LX0825                          SUPERSEDED SURVEY CONTROL
 LX0825
 LX0825.No superseded survey control is available for this station.
 LX0825
 LX0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL446558(NAD 83)
 LX0825_MARKER: Z = SEE DESCRIPTION
 LX0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0825_SP_SET: STONE
 LX0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0825+STABILITY: SURFACE MOTION
 LX0825
 LX0825  HISTORY     - Date     Condition        Report By
 LX0825  HISTORY     - UNK      MONUMENTED       CGS
 LX0825  HISTORY     - 1960     GOOD             NGS
 LX0825  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0825
 LX0825                          STATION DESCRIPTION
 LX0825
 LX0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LX0825'0.5 MI E FROM SOUTHPORT.
 LX0825'A CONCRETE SLAB 14 IN WIDE AND 14 IN HIGH IS OVER THE WESTERN
 LX0825'PART OF THE W PARAPET.  CLOSE INSEPCTION SHOWED OPENING IN
 LX0825'UNDERSIDE OF SLAB WHICH MAKES KNOB USEABLE (UNDER CONCRETE SLAB).
 LX0825'ROD CAN BE HELD ON KNOB.
 LX0825
 LX0825                          STATION RECOVERY (1965)
 LX0825
 LX0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1124 ***********************************************************************
 LW1124  DESIGNATION -  G 20
 LW1124  PID         -  LW1124
 LW1124  STATE/COUNTY-  CT/WINDHAM
 LW1124  USGS QUAD   -  EAST KILLINGLY (1974)
 LW1124
 LW1124                         *CURRENT SURVEY CONTROL
 LW1124  ___________________________________________________________________
 LW1124* NAD 83(1986)-  41 50 55.     (N)    071 48 38.     (W)     SCALED    
 LW1124* NAVD 88     -       172.681  (meters)     566.54   (feet)  ADJUSTED  
 LW1124  ___________________________________________________________________
 LW1124  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LW1124  DYNAMIC HT  -         172.619 (meters)     566.33  (feet)  COMP
 LW1124  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 LW1124
 LW1124  VERT ORDER  -  SECOND    CLASS 0
 LW1124
 LW1124.The horizontal coordinates were scaled from a topographic map and have
 LW1124.an estimated accuracy of +/- 6 seconds.
 LW1124
 LW1124.The orthometric height was determined by differential leveling
 LW1124.and adjusted by the National Geodetic Survey in June 1991..
 LW1124
 LW1124.The geoid height was determined by GEOID03.
 LW1124
 LW1124.The dynamic height is computed by dividing the NAVD 88
 LW1124.geopotential number by the normal gravity value computed on the
 LW1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1124.degrees latitude (g = 980.6199 gals.).
 LW1124
 LW1124.The modeled gravity was interpolated from observed gravity values.
 LW1124
 LW1124;                    North         East    Units  Estimated Accuracy
 LW1124;SPC CT       -   265,580.      382,820.      MT  (+/- 180 meters Scaled)
 LW1124
 LW1124                          SUPERSEDED SURVEY CONTROL
 LW1124
 LW1124  NGVD 29 (??/??/92)  172.92   (m)          567.3    (f) COMPUTED    2 0
 LW1124
 LW1124.Superseded values are not recommended for survey control.
 LW1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1124.See file dsdata.txt to determine how the superseded data were derived.
 LW1124
 LW1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG666367(NAD 83)
 LW1124_MARKER: DB = BENCH MARK DISK
 LW1124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1124_SP_SET: BRIDGE
 LW1124_STAMPING: G 20 1958
 LW1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1124
 LW1124  HISTORY     - Date     Condition        Report By
 LW1124  HISTORY     - 1958     MONUMENTED       CGS
 LW1124  HISTORY     - 1988     GOOD             USPSQD
 LW1124
 LW1124                          STATION DESCRIPTION
 LW1124
 LW1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 LW1124'4.2 MI E FROM DAYVILLE.
 LW1124'4.2 MILES EAST ALONG STATE HIGHWAY 101 FROM THE POST OFFICE AT
 LW1124'DAYVILLE, ABOUT 0.25 MILES EAST OF A CEMETERY, ABOUT 0.3 MILES
 LW1124'WEST OF A BLACKTOP ROAD NORTH, ABOUT 0.9 MILES WEST OF THE
 LW1124'CONNECTICUT-RHODE ISLAND STATE LINE, SET IN THE TOP OF THE
 LW1124'NORTHEAST END OF THE WINGWALL AT THE SOUTHWEST CORNER OF AN
 LW1124'18-FOOT CONCRETE BRIDGE, 18 FEET SOUTH OF THE CENTER LINE OF THE
 LW1124'HIGHWAY, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LW1124
 LW1124                          STATION RECOVERY (1988)
 LW1124
 LW1124'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1143 ***********************************************************************
 LX1143  DESIGNATION -  G 31
 LX1143  PID         -  LX1143
 LX1143  STATE/COUNTY-  CT/FAIRFIELD
 LX1143  USGS QUAD   -  GLENVILLE (1971)
 LX1143
 LX1143                         *CURRENT SURVEY CONTROL
 LX1143  ___________________________________________________________________
 LX1143* NAD 83(1986)-  41 00 51.     (N)    073 39 07.     (W)     SCALED    
 LX1143* NAVD 88     -        27.414  (meters)      89.94   (feet)  ADJUSTED  
 LX1143  ___________________________________________________________________
 LX1143  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX1143  DYNAMIC HT  -          27.405 (meters)      89.91  (feet)  COMP
 LX1143  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LX1143
 LX1143  VERT ORDER  -  FIRST     CLASS I
 LX1143
 LX1143.The horizontal coordinates were scaled from a topographic map and have
 LX1143.an estimated accuracy of +/- 6 seconds.
 LX1143
 LX1143.The orthometric height was determined by differential leveling
 LX1143.and adjusted by the National Geodetic Survey in June 1991..
 LX1143
 LX1143.The geoid height was determined by GEOID03.
 LX1143
 LX1143.The dynamic height is computed by dividing the NAVD 88
 LX1143.geopotential number by the normal gravity value computed on the
 LX1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1143.degrees latitude (g = 980.6199 gals.).
 LX1143
 LX1143.The modeled gravity was interpolated from observed gravity values.
 LX1143
 LX1143;                    North         East    Units  Estimated Accuracy
 LX1143;SPC CT       -   172,880.      228,930.      MT  (+/- 180 meters Scaled)
 LX1143
 LX1143                          SUPERSEDED SURVEY CONTROL
 LX1143
 LX1143  NGVD 29 (??/??/92)   27.749  (m)           91.04   (f) ADJ UNCH    1 1
 LX1143
 LX1143.Superseded values are not recommended for survey control.
 LX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1143.See file dsdata.txt to determine how the superseded data were derived.
 LX1143
 LX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL133412(NAD 83)
 LX1143_MARKER: DB = BENCH MARK DISK
 LX1143_SETTING: 66 = SET IN ROCK OUTCROP
 LX1143_SP_SET: BEDROCK
 LX1143_STAMPING: G 31 1965
 LX1143_MARK LOGO: CGS   
 LX1143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1143+STABILITY: POSITION/ELEVATION WELL
 LX1143
 LX1143  HISTORY     - Date     Condition        Report By
 LX1143  HISTORY     - 1965     MONUMENTED       CGS
 LX1143  HISTORY     - 1983     GOOD             NGS
 LX1143  HISTORY     - 1984     GOOD             USPSQD
 LX1143  HISTORY     - 1985     GOOD             NGS
 LX1143
 LX1143                          STATION DESCRIPTION
 LX1143
 LX1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1143'AT GREENWICH.
 LX1143'AT GREENWICH, ABOUT 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 LX1143'THE WEST PUTNAM AVENUE POST OFFICE AT GREENWICH, NEAR THE
 LX1143'JUNCTION OF THE HIGHWAY AND WESTERN JR. HIGHWAY AND PRIVATE ROAD
 LX1143'LEADING TO BYRAM SCHOOL, SET ON THE TOP AND NEAR THE NORTHWEST
 LX1143'SIDE OF A 22-BY 14 FOOT EXPOSED BEDROCK, 58 FEET SOUTHEAST OF
 LX1143'THE SOUTHEAST CURB OF THE HIGHWAY, 103 FEET SOUTHWEST OF THE
 LX1143'CENTER LINE OF WESTERN JR. HIGHWAY, 33 FEET NORTHWEST OF THE
 LX1143'CENTER LINE OF THE ROAD TO SCHOOL, 10 FEET SOUTHEAST OF THE
 LX1143'CENTER OF THE STEP LEADING TO BYRAM SCHOOL AND ABOUT 9 FEET ABOVE
 LX1143'THE LEVEL OF THE HIGHWAY.  MARK IS ALSO ABOUT 0.2 MILE NORTHEAST
 LX1143'OF THE NEW YORK- CONNECTICUT STATE LINE.  NOTE-- MARK MAY BE
 LX1143'REACHED BY GOING 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY NO 1 FROM
 LX1143'THE POLICE COURT BUILDING AT PORT CHESTER, NEW YORK.
 LX1143
 LX1143                          STATION RECOVERY (1983)
 LX1143
 LX1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1143'RECOVERED IN GOOD CONDITION.
 LX1143
 LX1143                          STATION RECOVERY (1984)
 LX1143
 LX1143'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1143'RECOVERED IN GOOD CONDITION.
 LX1143
 LX1143                          STATION RECOVERY (1985)
 LX1143
 LX1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0907 ***********************************************************************
 LX0907  DESIGNATION -  G 3=139
 LX0907  PID         -  LX0907
 LX0907  STATE/COUNTY-  CT/NEW HAVEN
 LX0907  USGS QUAD   -  MILFORD (1984)
 LX0907
 LX0907                         *CURRENT SURVEY CONTROL
 LX0907  ___________________________________________________________________
 LX0907* NAD 83(1986)-  41 13 31.     (N)    073 02 08.     (W)     SCALED    
 LX0907* NAVD 88     -         5.502  (meters)      18.05   (feet)  POSTED    
 LX0907  ___________________________________________________________________
 LX0907  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0907  DYNAMIC HT  -           5.500 (meters)      18.04  (feet)  COMP
 LX0907  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX0907
 LX0907  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0907
 LX0907.The horizontal coordinates were scaled from a topographic map and have
 LX0907.an estimated accuracy of +/- 6 seconds.
 LX0907
 LX0907.The orthometric height was determined by differential leveling
 LX0907.and adjusted by the National Geodetic Survey in 1992..
 LX0907.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0907.rate of 1.1 thru 2.0 mm/km.
 LX0907
 LX0907.The geoid height was determined by GEOID03.
 LX0907
 LX0907.The dynamic height is computed by dividing the NAVD 88
 LX0907.geopotential number by the normal gravity value computed on the
 LX0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0907.degrees latitude (g = 980.6199 gals.).
 LX0907
 LX0907.The modeled gravity was interpolated from observed gravity values.
 LX0907
 LX0907;                    North         East    Units  Estimated Accuracy
 LX0907;SPC CT       -   195,970.      280,860.      MT  (+/- 180 meters Scaled)
 LX0907
 LX0907                          SUPERSEDED SURVEY CONTROL
 LX0907
 LX0907.No superseded survey control is available for this station.
 LX0907
 LX0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL646656(NAD 83)
 LX0907_MARKER: Z = SEE DESCRIPTION
 LX0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0907_SP_SET: STONE
 LX0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0907+STABILITY: SURFACE MOTION
 LX0907
 LX0907  HISTORY     - Date     Condition        Report By
 LX0907  HISTORY     - UNK      MONUMENTED       DOD
 LX0907  HISTORY     - 1965     GOOD             NGS
 LX0907
 LX0907                          STATION DESCRIPTION
 LX0907
 LX0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0907'1 MI E FROM MILFORD.
 LX0907'1 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0907'FROM MILFORD, NEW HAVEN COUNTY, ABOUT 50 FEET EAST ACROSS THE
 LX0907'RIVER FROM POWER-LINE TOWER 933, AT BRIDGE 52.65 OVER INDIAN
 LX0907'RIVER, ON THE NORTHEAST CORNER OF THE EAST PARAPET, AND 4.6
 LX0907'FEET NORTH OF THE NORTH RAIL.  A KNOB CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1190 ***********************************************************************
 LX1190  DESIGNATION -  G 32
 LX1190  PID         -  LX1190
 LX1190  STATE/COUNTY-  CT/FAIRFIELD
 LX1190  USGS QUAD   -  STAMFORD (1984)
 LX1190
 LX1190                         *CURRENT SURVEY CONTROL
 LX1190  ___________________________________________________________________
 LX1190* NAD 83(1986)-  41 03 30.     (N)    073 30 44.     (W)     SCALED    
 LX1190* NAVD 88     -        31.536  (meters)     103.46   (feet)  ADJUSTED  
 LX1190  ___________________________________________________________________
 LX1190  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX1190  DYNAMIC HT  -          31.525 (meters)     103.43  (feet)  COMP
 LX1190  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 LX1190
 LX1190  VERT ORDER  -  FIRST     CLASS I
 LX1190
 LX1190.The horizontal coordinates were scaled from a topographic map and have
 LX1190.an estimated accuracy of +/- 6 seconds.
 LX1190
 LX1190.The orthometric height was determined by differential leveling
 LX1190.and adjusted by the National Geodetic Survey in June 1991..
 LX1190
 LX1190.The geoid height was determined by GEOID03.
 LX1190
 LX1190.The dynamic height is computed by dividing the NAVD 88
 LX1190.geopotential number by the normal gravity value computed on the
 LX1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1190.degrees latitude (g = 980.6199 gals.).
 LX1190
 LX1190.The modeled gravity was interpolated from observed gravity values.
 LX1190
 LX1190;                    North         East    Units  Estimated Accuracy
 LX1190;SPC CT       -   177,670.      240,730.      MT  (+/- 180 meters Scaled)
 LX1190
 LX1190                          SUPERSEDED SURVEY CONTROL
 LX1190
 LX1190  NGVD 29 (??/??/92)   31.874  (m)          104.57   (f) ADJ UNCH    1 1
 LX1190
 LX1190.Superseded values are not recommended for survey control.
 LX1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1190.See file dsdata.txt to determine how the superseded data were derived.
 LX1190
 LX1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL250462(NAD 83)
 LX1190_MARKER: DB = BENCH MARK DISK
 LX1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1190_SP_SET: OVERPASS ABUTMENT
 LX1190_STAMPING: G 32 1965
 LX1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1190
 LX1190  HISTORY     - Date     Condition        Report By
 LX1190  HISTORY     - 1965     MONUMENTED       CGS
 LX1190  HISTORY     - 1983     GOOD             NGS
 LX1190  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX1190
 LX1190                          STATION DESCRIPTION
 LX1190
 LX1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1190'1.5 MI E FROM STAMFORD.
 LX1190'1.5 MILES EAST ALONG U.S. HIGHWAY 1 (MAIN ST.) FROM ITS
 LX1190'INTERSECTION WITH ATLANTIC STREET AT STAMFORD, SET ON THE TOP OF
 LX1190'THE SOUTH END OF THE NORTH CONCRETE ABUTMENT OF THE U.S. HIGHWAY 1
 LX1190'OVERPASS OVER THE CONNECTICUT TURNPIKE, 9.8 FEET SOUTH OF THE
 LX1190'SOUTH CURB OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LX1190
 LX1190                          STATION RECOVERY (1983)
 LX1190
 LX1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1190'RECOVERED IN GOOD CONDITION.
 LX1190
 LX1190                          STATION RECOVERY (1987)
 LX1190
 LX1190'RECOVERY NOTE BY US POWER SQUADRON 1987 (EB)
 LX1190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0816 ***********************************************************************
 LX0816  DESIGNATION -  G 33
 LX0816  PID         -  LX0816
 LX0816  STATE/COUNTY-  CT/FAIRFIELD
 LX0816  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0816
 LX0816                         *CURRENT SURVEY CONTROL
 LX0816  ___________________________________________________________________
 LX0816* NAD 83(1986)-  41 07 25.     (N)    073 18 58.     (W)     SCALED    
 LX0816* NAVD 88     -         3.772  (meters)      12.38   (feet)  ADJUSTED  
 LX0816  ___________________________________________________________________
 LX0816  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX0816  DYNAMIC HT  -           3.771 (meters)      12.37  (feet)  COMP
 LX0816  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 LX0816
 LX0816  VERT ORDER  -  FIRST     CLASS I
 LX0816
 LX0816.The horizontal coordinates were scaled from a topographic map and have
 LX0816.an estimated accuracy of +/- 6 seconds.
 LX0816
 LX0816.The orthometric height was determined by differential leveling
 LX0816.and adjusted by the National Geodetic Survey in June 1991..
 LX0816
 LX0816.The geoid height was determined by GEOID03.
 LX0816
 LX0816.The dynamic height is computed by dividing the NAVD 88
 LX0816.geopotential number by the normal gravity value computed on the
 LX0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0816.degrees latitude (g = 980.6199 gals.).
 LX0816
 LX0816.The modeled gravity was interpolated from observed gravity values.
 LX0816
 LX0816;                    North         East    Units  Estimated Accuracy
 LX0816;SPC CT       -   184,790.      257,260.      MT  (+/- 180 meters Scaled)
 LX0816
 LX0816                          SUPERSEDED SURVEY CONTROL
 LX0816
 LX0816  NGVD 29 (??/??/92)    4.106  (m)           13.47   (f) ADJ UNCH    1 1
 LX0816
 LX0816.Superseded values are not recommended for survey control.
 LX0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0816.See file dsdata.txt to determine how the superseded data were derived.
 LX0816
 LX0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL413538(NAD 83)
 LX0816_MARKER: DB = BENCH MARK DISK
 LX0816_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0816_SP_SET: ABUTMENT
 LX0816_STAMPING: G 33 1965
 LX0816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0816+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 LX0816
 LX0816  HISTORY     - Date     Condition        Report By
 LX0816  HISTORY     - 1965     MONUMENTED       CGS
 LX0816  HISTORY     - 1983     GOOD             NGS
 LX0816  HISTORY     - 1984     GOOD             USPSQD
 LX0816  HISTORY     - 1989     GOOD             USPSQD
 LX0816  HISTORY     - 20021121 GOOD             GEOCAC
 LX0816  HISTORY     - 20040310 GOOD             INDIV
 LX0816
 LX0816                          STATION DESCRIPTION
 LX0816
 LX0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0816'3.2 MI E FROM SAUGATUCK.
 LX0816'3.2 MILES EAST ALONG STATE HIGHWAY 136 FROM THE EAST END OF THE
 LX0816'BRIDGE OVER THE SAUGATUCK RIVER, AT THE JUNCTION OF GREENS
 LX0816'FARMS ROAD AND NEW CREEK ROAD, SET VERTICALLY IN THE NORTH FACE
 LX0816'OF THE EAST ABUTMENT OF THE CONNECTICUT TURNPIKE OVERPASS
 LX0816'OVER NEW CREEK ROAD, 1.2 FEET EAST OF THE NORTHWEST CORNER OF
 LX0816'THE ABUTMENT AND 2 FEET ABOVE THE LEVEL OF THE GROUND AND
 LX0816'ROAD.
 LX0816
 LX0816                          STATION RECOVERY (1983)
 LX0816
 LX0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0816'RECOVERED IN GOOD CONDITION.
 LX0816
 LX0816                          STATION RECOVERY (1984)
 LX0816
 LX0816'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0816'THE NORTHWEST FACE OF THE NORTHEAST ABUTMENT ON THE EAST SIDE OF NEW
 LX0816'CREEK RD.
 LX0816
 LX0816                          STATION RECOVERY (1989)
 LX0816
 LX0816'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0816'RECOVERED IN GOOD CONDITION.
 LX0816
 LX0816                          STATION RECOVERY (2002)
 LX0816
 LX0816'RECOVERY NOTE BY GEOCACHING 2002 (SAS)
 LX0816'RECOVERED IN GOOD CONDITION.
 LX0816
 LX0816                          STATION RECOVERY (2004)
 LX0816
 LX0816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLL)
 LX0816'RECOVERED AS DESCRIBED BY TOWN OF WESTPORT, SURVEY DIV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0908 ***********************************************************************
 LX0908  DESIGNATION -  G 34
 LX0908  PID         -  LX0908
 LX0908  STATE/COUNTY-  CT/NEW HAVEN
 LX0908  USGS QUAD   -  MILFORD (1984)
 LX0908
 LX0908                         *CURRENT SURVEY CONTROL
 LX0908  ___________________________________________________________________
 LX0908* NAD 83(1986)-  41 13 34.     (N)    073 01 58.     (W)     SCALED    
 LX0908* NAVD 88     -         2.546  (meters)       8.35   (feet)  ADJUSTED  
 LX0908  ___________________________________________________________________
 LX0908  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0908  DYNAMIC HT  -           2.545 (meters)       8.35  (feet)  COMP
 LX0908  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX0908
 LX0908  VERT ORDER  -  FIRST     CLASS I
 LX0908
 LX0908.The horizontal coordinates were scaled from a topographic map and have
 LX0908.an estimated accuracy of +/- 6 seconds.
 LX0908
 LX0908.The orthometric height was determined by differential leveling
 LX0908.and adjusted by the National Geodetic Survey in June 1991..
 LX0908
 LX0908.The geoid height was determined by GEOID03.
 LX0908
 LX0908.The dynamic height is computed by dividing the NAVD 88
 LX0908.geopotential number by the normal gravity value computed on the
 LX0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0908.degrees latitude (g = 980.6199 gals.).
 LX0908
 LX0908.The modeled gravity was interpolated from observed gravity values.
 LX0908
 LX0908;                    North         East    Units  Estimated Accuracy
 LX0908;SPC CT       -   196,060.      281,090.      MT  (+/- 180 meters Scaled)
 LX0908
 LX0908                          SUPERSEDED SURVEY CONTROL
 LX0908
 LX0908  NGVD 29 (??/??/92)    2.875  (m)            9.43   (f) ADJ UNCH    1 1
 LX0908
 LX0908.Superseded values are not recommended for survey control.
 LX0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0908.See file dsdata.txt to determine how the superseded data were derived.
 LX0908
 LX0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL648657(NAD 83)
 LX0908_MARKER: DB = BENCH MARK DISK
 LX0908_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0908_SP_SET: OVERPASS
 LX0908_STAMPING: G 34 1965
 LX0908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0908
 LX0908  HISTORY     - Date     Condition        Report By
 LX0908  HISTORY     - 1965     MONUMENTED       CGS
 LX0908  HISTORY     - 1985     GOOD             USPSQD
 LX0908  HISTORY     - 1988     GOOD             USPSQD
 LX0908
 LX0908                          STATION DESCRIPTION
 LX0908
 LX0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0908'AT MILFORD.
 LX0908'AT MILFORD, ABOUT 0.9 MILE EAST ALONG NEW HAVEN AVENUE FROM THE
 LX0908'INTERSECTION OF GULF STREET AT MILFORD, THENCE 0.1 MILE NORTH
 LX0908'ALONG OLD GATE LANE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 LX0908'NORTHEAST WING WALL OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0908'RAILROAD OVERPASS OVER OLD GATE LANE, 12 FEET EAST OF THE
 LX0908'CENTER LINE OF THE LANE, 1 1/2 FEET NORTHEAST OF THE NORTH END
 LX0908'OF THE EAST ABUTMENT OF THE OVERPASS AND 3 1/2 FEET ABOVE THE
 LX0908'LEVEL OF THE LANE.
 LX0908
 LX0908                          STATION RECOVERY (1985)
 LX0908
 LX0908'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0908'PAINTED WITH YELLOW PAINT, ON BUTTMENT.
 LX0908
 LX0908                          STATION RECOVERY (1988)
 LX0908
 LX0908'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0412 ***********************************************************************
 LX0412  DESIGNATION -  G 35
 LX0412  PID         -  LX0412
 LX0412  STATE/COUNTY-  CT/NEW HAVEN
 LX0412  USGS QUAD   -  BRANFORD (1984)
 LX0412
 LX0412                         *CURRENT SURVEY CONTROL
 LX0412  ___________________________________________________________________
 LX0412* NAD 83(1986)-  41 16 50.     (N)    072 48 30.     (W)     SCALED    
 LX0412* NAVD 88     -        10.394  (meters)      34.10   (feet)  ADJUSTED  
 LX0412  ___________________________________________________________________
 LX0412  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX0412  DYNAMIC HT  -          10.391 (meters)      34.09  (feet)  COMP
 LX0412  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 LX0412
 LX0412  VERT ORDER  -  FIRST     CLASS I
 LX0412
 LX0412.The horizontal coordinates were scaled from a topographic map and have
 LX0412.an estimated accuracy of +/- 6 seconds.
 LX0412
 LX0412.The orthometric height was determined by differential leveling
 LX0412.and adjusted by the National Geodetic Survey in June 1991..
 LX0412
 LX0412.The geoid height was determined by GEOID03.
 LX0412
 LX0412.The dynamic height is computed by dividing the NAVD 88
 LX0412.geopotential number by the normal gravity value computed on the
 LX0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0412.degrees latitude (g = 980.6199 gals.).
 LX0412
 LX0412.The modeled gravity was interpolated from observed gravity values.
 LX0412
 LX0412;                    North         East    Units  Estimated Accuracy
 LX0412;SPC CT       -   202,070.      299,910.      MT  (+/- 180 meters Scaled)
 LX0412
 LX0412                          SUPERSEDED SURVEY CONTROL
 LX0412
 LX0412  NGVD 29 (??/??/92)   10.707  (m)           35.13   (f) ADJ UNCH    1 1
 LX0412
 LX0412.Superseded values are not recommended for survey control.
 LX0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0412.See file dsdata.txt to determine how the superseded data were derived.
 LX0412
 LX0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL835722(NAD 83)
 LX0412_MARKER: DB = BENCH MARK DISK
 LX0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0412_SP_SET: BUILDING
 LX0412_STAMPING: G 35 1965
 LX0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0412
 LX0412  HISTORY     - Date     Condition        Report By
 LX0412  HISTORY     - 1965     MONUMENTED       CGS
 LX0412  HISTORY     - 1984     GOOD             USPSQD
 LX0412  HISTORY     - 19910316 GOOD             USPSQD
 LX0412  HISTORY     - 19950728 GOOD             USPSQD
 LX0412
 LX0412                          STATION DESCRIPTION
 LX0412
 LX0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0412'AT BRANFORD.
 LX0412'AT BRANFORD, AT THE JUNCTION OF MAIN AND MONTOWESE STREET, SET
 LX0412'VERTICALLY IN THE NORTH FACE OF THE NORTHWEST CORNER OF THE POST
 LX0412'OFFICE BUILDING, 24 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 LX0412'MAIN STREET, 2.2 FEET EAST OF THE NORTHWEST CORNER OF THE
 LX0412'BUILDING, 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND AND 4 FEET
 LX0412'ABOVE THE LEVEL OF THE STREET.
 LX0412
 LX0412                          STATION RECOVERY (1984)
 LX0412
 LX0412'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0412'BUT A NEW POST OFFICE HAS BEEN BUILT AND THE OLD ONE WILL BE TURNED
 LX0412'OVER TO THE TOWN FOR OFFICE USE.
 LX0412
 LX0412                          STATION RECOVERY (1991)
 LX0412
 LX0412'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0412'RECOVERED IN GOOD CONDITION.
 LX0412
 LX0412                          STATION RECOVERY (1995)
 LX0412
 LX0412'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0434 ***********************************************************************
 LX0434  DESIGNATION -  G 36
 LX0434  PID         -  LX0434
 LX0434  STATE/COUNTY-  CT/NEW HAVEN
 LX0434  USGS QUAD   -  GUILFORD (1984)
 LX0434
 LX0434                         *CURRENT SURVEY CONTROL
 LX0434  ___________________________________________________________________
 LX0434* NAD 83(1986)-  41 16 49.     (N)    072 41 01.     (W)     SCALED    
 LX0434* NAVD 88     -         5.747  (meters)      18.85   (feet)  ADJUSTED  
 LX0434  ___________________________________________________________________
 LX0434  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX0434  DYNAMIC HT  -           5.745 (meters)      18.85  (feet)  COMP
 LX0434  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 LX0434
 LX0434  VERT ORDER  -  FIRST     CLASS I
 LX0434
 LX0434.The horizontal coordinates were scaled from a topographic map and have
 LX0434.an estimated accuracy of +/- 6 seconds.
 LX0434
 LX0434.The orthometric height was determined by differential leveling
 LX0434.and adjusted by the National Geodetic Survey in June 1991..
 LX0434
 LX0434.The geoid height was determined by GEOID03.
 LX0434
 LX0434.The dynamic height is computed by dividing the NAVD 88
 LX0434.geopotential number by the normal gravity value computed on the
 LX0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0434.degrees latitude (g = 980.6199 gals.).
 LX0434
 LX0434.The modeled gravity was interpolated from observed gravity values.
 LX0434
 LX0434;                    North         East    Units  Estimated Accuracy
 LX0434;SPC CT       -   202,040.      310,360.      MT  (+/- 180 meters Scaled)
 LX0434
 LX0434                          SUPERSEDED SURVEY CONTROL
 LX0434
 LX0434  NGVD 29 (??/??/92)    6.054  (m)           19.86   (f) ADJ UNCH    1 1
 LX0434
 LX0434.Superseded values are not recommended for survey control.
 LX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0434.See file dsdata.txt to determine how the superseded data were derived.
 LX0434
 LX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL939724(NAD 83)
 LX0434_MARKER: DB = BENCH MARK DISK
 LX0434_SETTING: 66 = SET IN ROCK OUTCROP
 LX0434_SP_SET: ROCK LEDGE
 LX0434_STAMPING: G 36 1965
 LX0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0434+STABILITY: POSITION/ELEVATION WELL
 LX0434
 LX0434  HISTORY     - Date     Condition        Report By
 LX0434  HISTORY     - 1965     MONUMENTED       CGS
 LX0434  HISTORY     - 19910317 GOOD             USPSQD
 LX0434
 LX0434                          STATION DESCRIPTION
 LX0434
 LX0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0434'AT GUILFORD.
 LX0434'AT GUILFORD, ABOUT 55 YARDS SOUTH OF THE JUNCTION OF THE
 LX0434'HIGHWAY AND SOUTH FAIR STREET, ABOUT 32 YARDS SOUTHWEST OF AND
 LX0434'ACROSS SOUTH FAIR STREET FROM THE NORTHWEST CORNER OF THE
 LX0434'POST OFFICE, SET IN THE TOP OF A ROCK LEDGE WHICH IS ABOUT 12
 LX0434'FEET LONG, 6 FEET WIDE AND IS PART OF A LARGE MASS OF ROCK,
 LX0434'30 FEET WEST OF THE CENTER LINE OF SOUTH FAIR STREET AND 6 FEET
 LX0434'ABOVE THE LEVEL OF THE STREET.
 LX0434
 LX0434                          STATION RECOVERY (1991)
 LX0434
 LX0434'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0084 ***********************************************************************
 LX0084  DESIGNATION -  G 37
 LX0084  PID         -  LX0084
 LX0084  STATE/COUNTY-  CT/MIDDLESEX
 LX0084  USGS QUAD   -  ESSEX (1977)
 LX0084
 LX0084                         *CURRENT SURVEY CONTROL
 LX0084  ___________________________________________________________________
 LX0084* NAD 83(1986)-  41 17 15.     (N)    072 23 34.     (W)     SCALED    
 LX0084* NAVD 88     -         2.568  (meters)       8.43   (feet)  ADJUSTED  
 LX0084  ___________________________________________________________________
 LX0084  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX0084  DYNAMIC HT  -           2.567 (meters)       8.42  (feet)  COMP
 LX0084  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LX0084
 LX0084  VERT ORDER  -  FIRST     CLASS I
 LX0084
 LX0084.The horizontal coordinates were scaled from a topographic map and have
 LX0084.an estimated accuracy of +/- 6 seconds.
 LX0084
 LX0084.The orthometric height was determined by differential leveling
 LX0084.and adjusted by the National Geodetic Survey in June 1991..
 LX0084
 LX0084.The geoid height was determined by GEOID03.
 LX0084
 LX0084.The dynamic height is computed by dividing the NAVD 88
 LX0084.geopotential number by the normal gravity value computed on the
 LX0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0084.degrees latitude (g = 980.6199 gals.).
 LX0084
 LX0084.The modeled gravity was interpolated from observed gravity values.
 LX0084
 LX0084;                    North         East    Units  Estimated Accuracy
 LX0084;SPC CT       -   202,900.      334,720.      MT  (+/- 180 meters Scaled)
 LX0084
 LX0084                          SUPERSEDED SURVEY CONTROL
 LX0084
 LX0084  NGVD 29 (??/??/92)    2.879  (m)            9.45   (f) ADJ UNCH    1 1
 LX0084
 LX0084.Superseded values are not recommended for survey control.
 LX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0084.See file dsdata.txt to determine how the superseded data were derived.
 LX0084
 LX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL183739(NAD 83)
 LX0084_MARKER: DB = BENCH MARK DISK
 LX0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0084_SP_SET: ABUTMENT
 LX0084_STAMPING: G 37 1965
 LX0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0084
 LX0084  HISTORY     - Date     Condition        Report By
 LX0084  HISTORY     - 1965     MONUMENTED       CGS
 LX0084  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0084  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0084  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0084  HISTORY     - 19891216 MARK NOT FOUND   USPSQD
 LX0084  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX0084  HISTORY     - 19900505 MARK NOT FOUND   USPSQD
 LX0084
 LX0084                          STATION DESCRIPTION
 LX0084
 LX0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0084'1 MI W FROM OLD SAYBROOK.
 LX0084'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE WAR MONUMENT
 LX0084'AT OLD SAYBROOK, SET ON THE TOP OF THE SOUTH END OF THE EAST
 LX0084'ABUTMENT OF A 30-FOOT CONCRETE BRIDGE OVER OYSTER RIVER, 21 FEET
 LX0084'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL
 LX0084'OF THE HIGHWAY.
 LX0084
 LX0084                          STATION RECOVERY (1984)
 LX0084
 LX0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0084'MARK NOT FOUND.
 LX0084
 LX0084                          STATION RECOVERY (1988)
 LX0084
 LX0084'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0084'MARK NOT FOUND.
 LX0084
 LX0084                          STATION RECOVERY (1988)
 LX0084
 LX0084'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0084'MARK NOT FOUND.
 LX0084
 LX0084                          STATION RECOVERY (1989)
 LX0084
 LX0084'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0084'MARK NOT FOUND.
 LX0084
 LX0084                          STATION RECOVERY (1990)
 LX0084
 LX0084'RECOVERY NOTE BY US POWER SQUADRON 1990 (JA)
 LX0084'MARK NOT FOUND.
 LX0084
 LX0084                          STATION RECOVERY (1990)
 LX0084
 LX0084'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0135 ***********************************************************************
 LX0135  DESIGNATION -  G 38
 LX0135  PID         -  LX0135
 LX0135  STATE/COUNTY-  CT/NEW LONDON
 LX0135  USGS QUAD   -  NIANTIC (1983)
 LX0135
 LX0135                         *CURRENT SURVEY CONTROL
 LX0135  ___________________________________________________________________
 LX0135* NAD 83(1986)-  41 19 40.     (N)    072 09 43.     (W)     SCALED    
 LX0135* NAVD 88     -        20.359  (meters)      66.79   (feet)  ADJUSTED  
 LX0135  ___________________________________________________________________
 LX0135  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0135  DYNAMIC HT  -          20.352 (meters)      66.77  (feet)  COMP
 LX0135  MODELED GRAV-     980,277.5   (mgal)                       NAVD 88
 LX0135
 LX0135  VERT ORDER  -  FIRST     CLASS I
 LX0135
 LX0135.The horizontal coordinates were scaled from a topographic map and have
 LX0135.an estimated accuracy of +/- 6 seconds.
 LX0135
 LX0135.The orthometric height was determined by differential leveling
 LX0135.and adjusted by the National Geodetic Survey in June 1991..
 LX0135
 LX0135.The geoid height was determined by GEOID03.
 LX0135
 LX0135.The dynamic height is computed by dividing the NAVD 88
 LX0135.geopotential number by the normal gravity value computed on the
 LX0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0135.degrees latitude (g = 980.6199 gals.).
 LX0135
 LX0135.The modeled gravity was interpolated from observed gravity values.
 LX0135
 LX0135;                    North         East    Units  Estimated Accuracy
 LX0135;SPC CT       -   207,480.      354,030.      MT  (+/- 180 meters Scaled)
 LX0135
 LX0135                          SUPERSEDED SURVEY CONTROL
 LX0135
 LX0135  NGVD 29 (??/??/92)   20.661  (m)           67.79   (f) ADJ UNCH    1 1
 LX0135
 LX0135.Superseded values are not recommended for survey control.
 LX0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0135.See file dsdata.txt to determine how the superseded data were derived.
 LX0135
 LX0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL375790(NAD 83)
 LX0135_MARKER: DB = BENCH MARK DISK
 LX0135_SETTING: 66 = SET IN ROCK OUTCROP
 LX0135_SP_SET: BEDROCK
 LX0135_STAMPING: G 38 1965
 LX0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0135+STABILITY: POSITION/ELEVATION WELL
 LX0135
 LX0135  HISTORY     - Date     Condition        Report By
 LX0135  HISTORY     - 1965     MONUMENTED       CGS
 LX0135  HISTORY     - 1983     GOOD             USPSQD
 LX0135  HISTORY     - 1987     GOOD             USPSQD
 LX0135  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0135  HISTORY     - 19901206 MARK NOT FOUND   USPSQD
 LX0135
 LX0135                          STATION DESCRIPTION
 LX0135
 LX0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0135'1.4 MI SW FROM WATERFORD.
 LX0135'ABOUT 1.35 MILES SOUTHWEST ALONG STATE HIGHWAY 156 FROM THE
 LX0135'FIRST BAPTIST CHURCH AT WATERFORD, ABOUT 0.2 MILE WEST OF THE
 LX0135'JUNCTION OF THE HIGHWAY AND GARDNERS WOOD ROAD, ABOUT 82 YARDS
 LX0135'EAST OF THE ENTRANCE TO A PRIVATE CEMETERY, SET ON THE TOP OF
 LX0135'THE NORTH END OF A 26-BY-8-FOOT EXPOSED PORTION OF BEDROCK
 LX0135'WHICH IS LEVEL WITH THE GROUND, 44 FEET NORTH OF THE CENTER
 LX0135'LINE OF THE HIGHWAY, 70 FEET NORTHWEST OF AND ACROSS THE
 LX0135'HIGHWAY FROM THE CENTER OF ENTRANCE TO A TWO-STORIED HOUSE 7
 LX0135'FEET SOUTH OF A ROCK FENCE AND ABOUT LEVEL WITH THE HIGHWAY.
 LX0135'NOTE-- MARK MAY BE REACHED BY GOING 1.7 MILES EAST ALONG STATE
 LX0135'HIGHWAY 156 FROM THE POST OFFICE AT NIANTIC TO MARK ON LEFT.
 LX0135
 LX0135                          STATION RECOVERY (1983)
 LX0135
 LX0135'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0135'RECOVERED IN GOOD CONDITION.
 LX0135
 LX0135                          STATION RECOVERY (1987)
 LX0135
 LX0135'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0135'RECOVERED IN GOOD CONDITION.
 LX0135
 LX0135                          STATION RECOVERY (1989)
 LX0135
 LX0135'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0135'MARK NOT FOUND.
 LX0135
 LX0135                          STATION RECOVERY (1990)
 LX0135
 LX0135'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0430 ***********************************************************************
 LX0430  DESIGNATION -  G 4=119
 LX0430  PID         -  LX0430
 LX0430  STATE/COUNTY-  CT/NEW HAVEN
 LX0430  USGS QUAD   -  GUILFORD (1984)
 LX0430
 LX0430                         *CURRENT SURVEY CONTROL
 LX0430  ___________________________________________________________________
 LX0430* NAD 83(1986)-  41 16 08.     (N)    072 41 44.     (W)     SCALED    
 LX0430* NAVD 88     -         4.941  (meters)      16.21   (feet)  ADJUSTED  
 LX0430  ___________________________________________________________________
 LX0430  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX0430  DYNAMIC HT  -           4.939 (meters)      16.20  (feet)  COMP
 LX0430  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 LX0430
 LX0430  VERT ORDER  -  FIRST     CLASS I
 LX0430
 LX0430.The horizontal coordinates were scaled from a topographic map and have
 LX0430.an estimated accuracy of +/- 6 seconds.
 LX0430
 LX0430.The orthometric height was determined by differential leveling
 LX0430.and adjusted by the National Geodetic Survey in June 1991..
 LX0430
 LX0430.The geoid height was determined by GEOID03.
 LX0430
 LX0430.The dynamic height is computed by dividing the NAVD 88
 LX0430.geopotential number by the normal gravity value computed on the
 LX0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0430.degrees latitude (g = 980.6199 gals.).
 LX0430
 LX0430.The modeled gravity was interpolated from observed gravity values.
 LX0430
 LX0430;                    North         East    Units  Estimated Accuracy
 LX0430;SPC CT       -   200,770.      309,360.      MT  (+/- 180 meters Scaled)
 LX0430
 LX0430                          SUPERSEDED SURVEY CONTROL
 LX0430
 LX0430  NGVD 29 (??/??/92)    5.25   (m)           17.2    (f) COMPUTED    1 1
 LX0430
 LX0430.Superseded values are not recommended for survey control.
 LX0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0430.See file dsdata.txt to determine how the superseded data were derived.
 LX0430
 LX0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL930711(NAD 83)
 LX0430_MARKER: Z = SEE DESCRIPTION
 LX0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0430_SP_SET: STONE
 LX0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0430+STABILITY: SURFACE MOTION
 LX0430
 LX0430  HISTORY     - Date     Condition        Report By
 LX0430  HISTORY     - UNK      MONUMENTED       DOD
 LX0430  HISTORY     - 1965     GOOD             NGS
 LX0430
 LX0430                          STATION DESCRIPTION
 LX0430
 LX0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0430'1.1 MI W FROM GUILFORD.
 LX0430'1.1 MILES WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0430'GUILFORD, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0430'ON TOP OF THE SOUTHEAST CORNER OF THE TOP STONE AT THE SOUTH
 LX0430'END OF THE WEST ABUTMENT OF THE OVERPASS OVER STATE HIGHWAY 146,
 LX0430'7.8 FEET SOUTH OF THE SOUTH RAIL AND 2 1/2 FEET BELOW THE LEVEL
 LX0430'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1676 ***********************************************************************
 LX1676  DESIGNATION -  G 49
 LX1676  PID         -  LX1676
 LX1676  STATE/COUNTY-  CT/HARTFORD
 LX1676  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1676
 LX1676                         *CURRENT SURVEY CONTROL
 LX1676  ___________________________________________________________________
 LX1676* NAD 83(1986)-  41 57 10.     (N)    072 38 39.     (W)     SCALED    
 LX1676* NAVD 88     -        34.899  (meters)     114.50   (feet)  ADJUSTED  
 LX1676  ___________________________________________________________________
 LX1676  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX1676  DYNAMIC HT  -          34.889 (meters)     114.47  (feet)  COMP
 LX1676  MODELED GRAV-     980,334.9   (mgal)                       NAVD 88
 LX1676
 LX1676  VERT ORDER  -  FIRST     CLASS II
 LX1676
 LX1676.The horizontal coordinates were scaled from a topographic map and have
 LX1676.an estimated accuracy of +/- 6 seconds.
 LX1676
 LX1676.The orthometric height was determined by differential leveling
 LX1676.and adjusted by the National Geodetic Survey in June 1991..
 LX1676
 LX1676.The geoid height was determined by GEOID03.
 LX1676
 LX1676.The dynamic height is computed by dividing the NAVD 88
 LX1676.geopotential number by the normal gravity value computed on the
 LX1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1676.degrees latitude (g = 980.6199 gals.).
 LX1676
 LX1676.The modeled gravity was interpolated from observed gravity values.
 LX1676
 LX1676;                    North         East    Units  Estimated Accuracy
 LX1676;SPC CT       -   276,730.      313,580.      MT  (+/- 180 meters Scaled)
 LX1676
 LX1676                          SUPERSEDED SURVEY CONTROL
 LX1676
 LX1676.No superseded survey control is available for this station.
 LX1676
 LX1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM952472(NAD 83)
 LX1676_MARKER: DB = BENCH MARK DISK
 LX1676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1676_SP_SET: CULVERT
 LX1676_STAMPING: G 49 1978
 LX1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1676
 LX1676  HISTORY     - Date     Condition        Report By
 LX1676  HISTORY     - 1978     MONUMENTED       NGS
 LX1676
 LX1676                          STATION DESCRIPTION
 LX1676
 LX1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1676'2.1 MI NW FROM WINDSOR LOCKS.
 LX1676'0.65 MILE NORTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1676'WINDSOR LOCKS TO THE JUNCTION OF HIGHWAY 159 AND SUFFIELD STREET,
 LX1676'THENCE 1.45 MILE NORTHWEST ALONG SUFFIELD STREET TO THE MARK ON THE
 LX1676'RIGHT, SET IN THE TOP OF THE SOUTHEAST HEAD WALL OF A LARGE BOX
 LX1676'CULVERT RUNNING UNDER SUFFIELD STREET, 33 FEET SOUTHEAST OF POWER
 LX1676'POLE NUMBER 2769, 17.5 FEET NORTHEAST OF THE CENTER LINE F SUFFIELD
 LX1676'STREET, 1 FOOT SOUTH OF METAL PIPE RAILING INBEDED IN THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0099 ***********************************************************************
 LX0099  DESIGNATION -  G 5
 LX0099  PID         -  LX0099
 LX0099  STATE/COUNTY-  CT/MIDDLESEX
 LX0099  USGS QUAD   -  OLD LYME (1976)
 LX0099
 LX0099                         *CURRENT SURVEY CONTROL
 LX0099  ___________________________________________________________________
 LX0099* NAD 83(1986)-  41 18 40.     (N)    072 21 07.     (W)     SCALED    
 LX0099* NAVD 88     -         7.776  (meters)      25.51   (feet)  ADJUSTED  
 LX0099  ___________________________________________________________________
 LX0099  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0099  DYNAMIC HT  -           7.773 (meters)      25.50  (feet)  COMP
 LX0099  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 LX0099
 LX0099  VERT ORDER  -  FIRST     CLASS I
 LX0099
 LX0099.The horizontal coordinates were scaled from a topographic map and have
 LX0099.an estimated accuracy of +/- 6 seconds.
 LX0099
 LX0099.The orthometric height was determined by differential leveling
 LX0099.and adjusted by the National Geodetic Survey in June 1991..
 LX0099
 LX0099.The geoid height was determined by GEOID03.
 LX0099
 LX0099.The dynamic height is computed by dividing the NAVD 88
 LX0099.geopotential number by the normal gravity value computed on the
 LX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0099.degrees latitude (g = 980.6199 gals.).
 LX0099
 LX0099.The modeled gravity was interpolated from observed gravity values.
 LX0099
 LX0099;                    North         East    Units  Estimated Accuracy
 LX0099;SPC CT       -   205,540.      338,130.      MT  (+/- 180 meters Scaled)
 LX0099
 LX0099                          SUPERSEDED SURVEY CONTROL
 LX0099
 LX0099  NGVD 29 (??/??/92)    8.08   (m)           26.5    (f) COMPUTED    1 1
 LX0099
 LX0099.Superseded values are not recommended for survey control.
 LX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0099.See file dsdata.txt to determine how the superseded data were derived.
 LX0099
 LX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL216766(NAD 83)
 LX0099_MARKER: DJ = TIDAL STATION DISK
 LX0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0099_SP_SET: ABUTMENT
 LX0099_STAMPING: ELV 26.568 FT G 5 1922
 LX0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0099
 LX0099  HISTORY     - Date     Condition        Report By
 LX0099  HISTORY     - 1922     MONUMENTED       CGS
 LX0099  HISTORY     - 1965     GOOD             NGS
 LX0099  HISTORY     - 1989     POOR             USPSQD
 LX0099
 LX0099                          STATION DESCRIPTION
 LX0099
 LX0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0099'1.5 MI E FROM OLD SAYBROOK.
 LX0099'ABOUT 1.5 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0099'RAILROAD FROM THE STATION AT OLD SAYBROOK, SET ON THE TOP OF
 LX0099'THE SOUTH END OF THE WEST ABUTMENT OF THE RAILROAD BRIDGE OVER
 LX0099'THE CONNECTICUT RIVER, 4.5 FEET SOUTH OF THE SOUTH RAIL AND
 LX0099'2 FEET BELOW THE LEVEL OF THE TRACK.
 LX0099
 LX0099                          STATION RECOVERY (1989)
 LX0099
 LX0099'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0099'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1651 ***********************************************************************
 LX1651  DESIGNATION -  G 50
 LX1651  PID         -  LX1651
 LX1651  STATE/COUNTY-  CT/HARTFORD
 LX1651  USGS QUAD   -  NEW BRITAIN (1992)
 LX1651
 LX1651                         *CURRENT SURVEY CONTROL
 LX1651  ___________________________________________________________________
 LX1651* NAD 83(1986)-  41 39 23.     (N)    072 46 37.     (W)     SCALED    
 LX1651* NAVD 88     -        48.074  (meters)     157.72   (feet)  ADJUSTED  
 LX1651  ___________________________________________________________________
 LX1651  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX1651  DYNAMIC HT  -          48.059 (meters)     157.67  (feet)  COMP
 LX1651  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 LX1651
 LX1651  VERT ORDER  -  FIRST     CLASS II
 LX1651
 LX1651.The horizontal coordinates were scaled from a topographic map and have
 LX1651.an estimated accuracy of +/- 6 seconds.
 LX1651
 LX1651.The orthometric height was determined by differential leveling
 LX1651.and adjusted by the National Geodetic Survey in June 1991..
 LX1651
 LX1651.The geoid height was determined by GEOID03.
 LX1651
 LX1651.The dynamic height is computed by dividing the NAVD 88
 LX1651.geopotential number by the normal gravity value computed on the
 LX1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1651.degrees latitude (g = 980.6199 gals.).
 LX1651
 LX1651.The modeled gravity was interpolated from observed gravity values.
 LX1651
 LX1651;                    North         East    Units  Estimated Accuracy
 LX1651;SPC CT       -   243,810.      302,560.      MT  (+/- 180 meters Scaled)
 LX1651
 LX1651                          SUPERSEDED SURVEY CONTROL
 LX1651
 LX1651.No superseded survey control is available for this station.
 LX1651
 LX1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM851140(NAD 83)
 LX1651_MARKER: DB = BENCH MARK DISK
 LX1651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1651_SP_SET: FOUNDATION
 LX1651_STAMPING: G 50 1978
 LX1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1651
 LX1651  HISTORY     - Date     Condition        Report By
 LX1651  HISTORY     - 1978     MONUMENTED       NGS
 LX1651  HISTORY     - 20011006 MARK NOT FOUND   USPSQD
 LX1651
 LX1651                          STATION DESCRIPTION
 LX1651
 LX1651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1651'1.05 MI SOUTH FROM IN NEW BRITAIN.
 LX1651'1.05 MILE SOUTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST
 LX1651'MAIN STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE MARK ON THE RIGHT,
 LX1651'AT THE INTERSECTION OF HIGHWAY 71 AND ROBERTS STREET, SET IN THE
 LX1651'FOUNDATION AT THE ENTRANCE TO MR. CARMENS COLFFURES BUILDING, 50
 LX1651'FEET NORTH OF THE CENTER LINE OF ROBERTS STREET, 26.5 FEET WEST
 LX1651'OF THE CENTER LINE OF HIGHWAY 71, 22 FEET NORTHWEST OF A METAL
 LX1651'STREET POLE SUPPORTING A TRAFFIC LIGHT, 11 FEET EAST OF THE ENTRANCE
 LX1651'DOOR TO BUILDING.
 LX1651
 LX1651                          STATION RECOVERY (2001)
 LX1651
 LX1651'RECOVERY NOTE BY US POWER SQUADRON 2001 (TPK)
 LX1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1625 ***********************************************************************
 LX1625  DESIGNATION -  G 51
 LX1625  PID         -  LX1625
 LX1625  STATE/COUNTY-  CT/NEW HAVEN
 LX1625  USGS QUAD   -  NEW HAVEN (1984)
 LX1625
 LX1625                         *CURRENT SURVEY CONTROL
 LX1625  ___________________________________________________________________
 LX1625* NAD 83(1986)-  41 21 31.     (N)    072 53 23.     (W)     SCALED    
 LX1625* NAVD 88     -         4.555  (meters)      14.94   (feet)  ADJUSTED  
 LX1625  ___________________________________________________________________
 LX1625  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX1625  DYNAMIC HT  -           4.553 (meters)      14.94  (feet)  COMP
 LX1625  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 LX1625
 LX1625  VERT ORDER  -  FIRST     CLASS II
 LX1625
 LX1625.The horizontal coordinates were scaled from a topographic map and have
 LX1625.an estimated accuracy of +/- 6 seconds.
 LX1625
 LX1625.The orthometric height was determined by differential leveling
 LX1625.and adjusted by the National Geodetic Survey in June 1991..
 LX1625
 LX1625.The geoid height was determined by GEOID03.
 LX1625
 LX1625.The dynamic height is computed by dividing the NAVD 88
 LX1625.geopotential number by the normal gravity value computed on the
 LX1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1625.degrees latitude (g = 980.6199 gals.).
 LX1625
 LX1625.The modeled gravity was interpolated from observed gravity values.
 LX1625
 LX1625;                    North         East    Units  Estimated Accuracy
 LX1625;SPC CT       -   210,750.      293,110.      MT  (+/- 180 meters Scaled)
 LX1625
 LX1625                          SUPERSEDED SURVEY CONTROL
 LX1625
 LX1625.No superseded survey control is available for this station.
 LX1625
 LX1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL765807(NAD 83)
 LX1625_MARKER: DB = BENCH MARK DISK
 LX1625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1625_SP_SET: BEDROCK
 LX1625_STAMPING: G 51 1978
 LX1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1625
 LX1625  HISTORY     - Date     Condition        Report By
 LX1625  HISTORY     - 1978     MONUMENTED       NGS
 LX1625
 LX1625                          STATION DESCRIPTION
 LX1625
 LX1625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1625'3.4 MI SW FROM NORTH HAVEN.
 LX1625'0.3 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE
 LX1625'IN NORTH HAVEN, THENCE 0.6 MILE EAST ALONG STATE HIGHWAYS 5 AND
 LX1625'22 WHICH IS ALSO BROADWAY TO THE JUNCTION OF HIGHWAYS 5 AND 22,
 LX1625'THENCE 2.5 MILE SOUTHWEST ALONG HIGHWAY 5 WHICH IS ALSO STATE
 LX1625'STREET, 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 5 WHICH IS ALSO
 LX1625'STATE STREET, FROM U.S. HIGHWAY 91 OVERPASS BRIDGE OVER HIGHWAY
 LX1625'5, SET IN BEDROCK 6.5 FEET BY 5 FEET 41 FEET NORTHWEST OF THE
 LX1625'CENTER LINE OF HIGHWAY 5, 46 FEET SOUTHEAST OF A 18 INCH MAPLE
 LX1625'TREE, 71 FEET NORTHWEST AND ACROSS HIGHWAY OF POWER POLE NUMBER
 LX1625'3193
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1464 ***********************************************************************
 MZ1464  DESIGNATION -  G 53
 MZ1464  PID         -  MZ1464
 MZ1464  STATE/COUNTY-  CT/LITCHFIELD
 MZ1464  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1464
 MZ1464                         *CURRENT SURVEY CONTROL
 MZ1464  ___________________________________________________________________
 MZ1464* NAD 83(1986)-  42 00 34.     (N)    073 15 43.     (W)     SCALED    
 MZ1464* NAVD 88     -       235.442  (meters)     772.45   (feet)  ADJUSTED  
 MZ1464  ___________________________________________________________________
 MZ1464  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 MZ1464  DYNAMIC HT  -         235.361 (meters)     772.18  (feet)  COMP
 MZ1464  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 MZ1464
 MZ1464  VERT ORDER  -  FIRST     CLASS II
 MZ1464
 MZ1464.The horizontal coordinates were scaled from a topographic map and have
 MZ1464.an estimated accuracy of +/- 6 seconds.
 MZ1464
 MZ1464.The orthometric height was determined by differential leveling
 MZ1464.and adjusted by the National Geodetic Survey in June 1991..
 MZ1464
 MZ1464.The geoid height was determined by GEOID03.
 MZ1464
 MZ1464.The dynamic height is computed by dividing the NAVD 88
 MZ1464.geopotential number by the normal gravity value computed on the
 MZ1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1464.degrees latitude (g = 980.6199 gals.).
 MZ1464
 MZ1464.The modeled gravity was interpolated from observed gravity values.
 MZ1464
 MZ1464;                    North         East    Units  Estimated Accuracy
 MZ1464;SPC CT       -   283,150.      262,390.      MT  (+/- 180 meters Scaled)
 MZ1464
 MZ1464                          SUPERSEDED SURVEY CONTROL
 MZ1464
 MZ1464.No superseded survey control is available for this station.
 MZ1464
 MZ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM439522(NAD 83)
 MZ1464_MARKER: I = METAL ROD
 MZ1464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1464_SP_SET: STAINLESS STEEL ROD
 MZ1464_STAMPING: G 53 1984
 MZ1464_MARK LOGO: NGS   
 MZ1464_PROJECTION: FLUSH
 MZ1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1464_ROD/PIPE-DEPTH: 15.5 meters
 MZ1464
 MZ1464  HISTORY     - Date     Condition        Report By
 MZ1464  HISTORY     - 1984     MONUMENTED       NGS
 MZ1464
 MZ1464                          STATION DESCRIPTION
 MZ1464
 MZ1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1464'5.7 KM (3.55 MI) SE FROM CANAAN.
 MZ1464'5.7 KM (3.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 MZ1464'U.S. HIGHWAY 7 IN CANAAN TO A PAVED ROAD LEADING SOUTHWEST INTO THE
 MZ1464'LONE OAK CAMPSITES AND THE MARK ON THE RIGHT, 10.63 METERS (34.9 FT)
 MZ1464'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.53 METERS (28.0 FT)
 MZ1464'SOUTHEAST OF THE CENTER OF THE PAVED ROAD, 5.63 METERS (18.5 FT)
 MZ1464'SOUTH-SOUTHWEST OF UTILITY POLE 30-498, 1.06 METERS (3.5 FT) NORTHEAST
 MZ1464'OF A 15 BY 15 CM (6 BY 6 IN) WOODEN POST SUPPORTING SIGN (LONE OAK
 MZ1464'CAMPSITES).
 MZ1464'THE MARK IS 0.50 METERS  NE FROM A WITNESS POST.
 MZ1464'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1863 ***********************************************************************
 LX1863  DESIGNATION -  G 54
 LX1863  PID         -  LX1863
 LX1863  STATE/COUNTY-  CT/FAIRFIELD
 LX1863  USGS QUAD   -  NORWALK NORTH (1975)
 LX1863
 LX1863                         *CURRENT SURVEY CONTROL
 LX1863  ___________________________________________________________________
 LX1863* NAD 83(1986)-  41 09 31.     (N)    073 25 15.     (W)     SCALED    
 LX1863* NAVD 88     -        37.051  (meters)     121.56   (feet)  ADJUSTED  
 LX1863  ___________________________________________________________________
 LX1863  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX1863  DYNAMIC HT  -          37.039 (meters)     121.52  (feet)  COMP
 LX1863  MODELED GRAV-     980,295.6   (mgal)                       NAVD 88
 LX1863
 LX1863  VERT ORDER  -  FIRST     CLASS II
 LX1863
 LX1863.The horizontal coordinates were scaled from a topographic map and have
 LX1863.an estimated accuracy of +/- 6 seconds.
 LX1863
 LX1863.The orthometric height was determined by differential leveling
 LX1863.and adjusted by the National Geodetic Survey in June 1991..
 LX1863
 LX1863.The geoid height was determined by GEOID03.
 LX1863
 LX1863.The dynamic height is computed by dividing the NAVD 88
 LX1863.geopotential number by the normal gravity value computed on the
 LX1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1863.degrees latitude (g = 980.6199 gals.).
 LX1863
 LX1863.The modeled gravity was interpolated from observed gravity values.
 LX1863
 LX1863;                    North         East    Units  Estimated Accuracy
 LX1863;SPC CT       -   188,740.      248,500.      MT  (+/- 180 meters Scaled)
 LX1863
 LX1863                          SUPERSEDED SURVEY CONTROL
 LX1863
 LX1863.No superseded survey control is available for this station.
 LX1863
 LX1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL324575(NAD 83)
 LX1863_MARKER: DB = BENCH MARK DISK
 LX1863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1863_SP_SET: ABUTMENT
 LX1863_STAMPING: G 54 1984
 LX1863_MARK LOGO: NGS   
 LX1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1863
 LX1863  HISTORY     - Date     Condition        Report By
 LX1863  HISTORY     - 1984     MONUMENTED       NGS
 LX1863
 LX1863                          STATION DESCRIPTION
 LX1863
 LX1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1863'2.0 KM (1.25 MI) NORTH FROM NORWALK.
 LX1863'2.0 KM (1.25 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE OVERPASS BRIDGES
 LX1863'OF THE MERRITT PARKWAY IN NORWALK TO THE MARK ON THE LEFT, IN TOP OF
 LX1863'THE SIDEWALK PORTION OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 LX1863'A BRIDGE, OVER NORWALK RIVER, LEADING TO THE PERKIN ELMER CORPORATION,
 LX1863'47.55 METERS (156.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX1863'1.85 METERS (6.1 FT) SOUTHEAST OF THE NORTHWEST END OF THE SIDEWALK,
 LX1863'0.42 METER (1.4 FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 LX1863'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2015 ***********************************************************************
 LX2015  DESIGNATION -  G 55
 LX2015  PID         -  LX2015
 LX2015  STATE/COUNTY-  CT/LITCHFIELD
 LX2015  USGS QUAD   -  NEW HARTFORD (1984)
 LX2015
 LX2015                         *CURRENT SURVEY CONTROL
 LX2015  ___________________________________________________________________
 LX2015* NAD 83(1986)-  41 54 54.     (N)    072 57 57.     (W)     SCALED    
 LX2015* NAVD 88     -       185.376  (meters)     608.19   (feet)  ADJUSTED  
 LX2015  ___________________________________________________________________
 LX2015  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 LX2015  DYNAMIC HT  -         185.320 (meters)     608.00  (feet)  COMP
 LX2015  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 LX2015
 LX2015  VERT ORDER  -  FIRST     CLASS II
 LX2015
 LX2015.The horizontal coordinates were scaled from a topographic map and have
 LX2015.an estimated accuracy of +/- 6 seconds.
 LX2015
 LX2015.The orthometric height was determined by differential leveling
 LX2015.and adjusted by the National Geodetic Survey in June 1991..
 LX2015
 LX2015.The geoid height was determined by GEOID03.
 LX2015
 LX2015.The dynamic height is computed by dividing the NAVD 88
 LX2015.geopotential number by the normal gravity value computed on the
 LX2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2015.degrees latitude (g = 980.6199 gals.).
 LX2015
 LX2015.The modeled gravity was interpolated from observed gravity values.
 LX2015
 LX2015;                    North         East    Units  Estimated Accuracy
 LX2015;SPC CT       -   272,550.      286,900.      MT  (+/- 180 meters Scaled)
 LX2015
 LX2015                          SUPERSEDED SURVEY CONTROL
 LX2015
 LX2015.No superseded survey control is available for this station.
 LX2015
 LX2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM686423(NAD 83)
 LX2015_MARKER: DB = BENCH MARK DISK
 LX2015_SETTING: 66 = SET IN ROCK OUTCROP
 LX2015_SP_SET: ROCK OUTCROP
 LX2015_STAMPING: G 55 1984
 LX2015_MARK LOGO: NGS   
 LX2015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2015+STABILITY: POSITION/ELEVATION WELL
 LX2015
 LX2015  HISTORY     - Date     Condition        Report By
 LX2015  HISTORY     - 1984     MONUMENTED       NGS
 LX2015
 LX2015                          STATION DESCRIPTION
 LX2015
 LX2015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2015'2.1 KM (1.3 MI) NE FROM PLEASANT VALLEY.
 LX2015'2.1 KM (1.3 MI) NORTHEAST ALONG STATE HIGHWAY 318 FROM THE SOUTHWEST
 LX2015'END OF THE HIGHWAY BRIDGE OVER THE FARMINGTON RIVER IN PLEASANT VALLEY
 LX2015'TO THE MARK ON THE LEFT, IN TOP OF THE WEST END OF A ROCK CUT, 1.0 KM
 LX2015'(0.6 MI) EAST OF THE JUNCTION OF STATE HIGHWAY 181 NORTH, 6.24 METERS
 LX2015'(20.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.46 METERS (4.8 FT)
 LX2015'EAST OF POWER POLE 1728.
 LX2015'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX2015'THE MARK IS 1.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1673 ***********************************************************************
 LW1673  DESIGNATION -  G 56
 LW1673  PID         -  LW1673
 LW1673  STATE/COUNTY-  CT/WINDHAM
 LW1673  USGS QUAD   -  PUTNAM (1970)
 LW1673
 LW1673                         *CURRENT SURVEY CONTROL
 LW1673  ___________________________________________________________________
 LW1673* NAD 83(1986)-  41 56 33.     (N)    071 57 54.     (W)     SCALED    
 LW1673* NAVD 88     -       144.895  (meters)     475.38   (feet)  ADJUSTED  
 LW1673  ___________________________________________________________________
 LW1673  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW1673  DYNAMIC HT  -         144.847 (meters)     475.22  (feet)  COMP
 LW1673  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LW1673
 LW1673  VERT ORDER  -  FIRST     CLASS II
 LW1673
 LW1673.The horizontal coordinates were scaled from a topographic map and have
 LW1673.an estimated accuracy of +/- 6 seconds.
 LW1673
 LW1673.The orthometric height was determined by differential leveling
 LW1673.and adjusted by the National Geodetic Survey in June 1991..
 LW1673
 LW1673.The geoid height was determined by GEOID03.
 LW1673
 LW1673.The dynamic height is computed by dividing the NAVD 88
 LW1673.geopotential number by the normal gravity value computed on the
 LW1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1673.degrees latitude (g = 980.6199 gals.).
 LW1673
 LW1673.The modeled gravity was interpolated from observed gravity values.
 LW1673
 LW1673;                    North         East    Units  Estimated Accuracy
 LW1673;SPC CT       -   275,880.      369,900.      MT  (+/- 180 meters Scaled)
 LW1673
 LW1673                          SUPERSEDED SURVEY CONTROL
 LW1673
 LW1673.No superseded survey control is available for this station.
 LW1673
 LW1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG542476(NAD 83)
 LW1673_MARKER: DB = BENCH MARK DISK
 LW1673_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1673_SP_SET: FOUNDATION
 LW1673_STAMPING: G 56 1984
 LW1673_MARK LOGO: NGS   
 LW1673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1673+STABILITY: POSITION/ELEVATION WELL
 LW1673
 LW1673  HISTORY     - Date     Condition        Report By
 LW1673  HISTORY     - 1984     MONUMENTED       NGS
 LW1673  HISTORY     - 1986     GOOD             NGS
 LW1673  HISTORY     - 19961207 GOOD             USPSQD
 LW1673
 LW1673                          STATION DESCRIPTION
 LW1673
 LW1673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1673'0.6 KM (0.5 MI) NW FROM SOUTH WOODSTOCK.
 LW1673'0.6 KM (0.35 MI) NORTHWEST ALONG STATE HIGHWAY 169 FROM THE JUNCTION
 LW1673'OF STATE HIGHWAY 171 IN SOUTH WOODSTOCK TO THE MARK ON THE RIGHT, NEAR
 LW1673'THE SOUTHEAST CORNER OF THE WOODSTOCK FIRE DEPARTMENT, IN TOP OF THE
 LW1673'FOUNDATION OF THE MOST EASTERLY ENGINE HOUSE ONE OF SIX, 21.18 METERS
 LW1673'(69.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.70 METERS (5.5 FT)
 LW1673'SOUTH OF THE CENTER OF THE MOST EASTERLY ENGINE HOUSE DOOR, 0.79 METER
 LW1673'(2.6 FT) WEST OF THE SOUTHEAST CORNER OF THE FIRE DEPARTMENT.
 LW1673'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1673
 LW1673                          STATION RECOVERY (1986)
 LW1673
 LW1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1673'RECOVERED IN GOOD CONDITION.
 LW1673
 LW1673                          STATION RECOVERY (1996)
 LW1673
 LW1673'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1899 ***********************************************************************
 LX1899  DESIGNATION -  G 57
 LX1899  PID         -  LX1899
 LX1899  STATE/COUNTY-  CT/FAIRFIELD
 LX1899  USGS QUAD   -  DANBURY (1984)
 LX1899
 LX1899                         *CURRENT SURVEY CONTROL
 LX1899  ___________________________________________________________________
 LX1899* NAD 83(1986)-  41 25 15.     (N)    073 25 10.     (W)     SCALED    
 LX1899* NAVD 88     -        93.582  (meters)     307.03   (feet)  ADJUSTED  
 LX1899  ___________________________________________________________________
 LX1899  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX1899  DYNAMIC HT  -          93.552 (meters)     306.93  (feet)  COMP
 LX1899  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LX1899
 LX1899  VERT ORDER  -  FIRST     CLASS II
 LX1899
 LX1899.The horizontal coordinates were scaled from a topographic map and have
 LX1899.an estimated accuracy of +/- 6 seconds.
 LX1899
 LX1899.The orthometric height was determined by differential leveling
 LX1899.and adjusted by the National Geodetic Survey in June 1991..
 LX1899
 LX1899.The geoid height was determined by GEOID03.
 LX1899
 LX1899.The dynamic height is computed by dividing the NAVD 88
 LX1899.geopotential number by the normal gravity value computed on the
 LX1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1899.degrees latitude (g = 980.6199 gals.).
 LX1899
 LX1899.The modeled gravity was interpolated from observed gravity values.
 LX1899
 LX1899;                    North         East    Units  Estimated Accuracy
 LX1899;SPC CT       -   217,860.      248,840.      MT  (+/- 180 meters Scaled)
 LX1899
 LX1899                          SUPERSEDED SURVEY CONTROL
 LX1899
 LX1899.No superseded survey control is available for this station.
 LX1899
 LX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL320866(NAD 83)
 LX1899_MARKER: DB = BENCH MARK DISK
 LX1899_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1899_SP_SET: ABUTMENT
 LX1899_STAMPING: G 57 1984
 LX1899_MARK LOGO: NGS   
 LX1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1899
 LX1899  HISTORY     - Date     Condition        Report By
 LX1899  HISTORY     - 1984     MONUMENTED       NGS
 LX1899
 LX1899                          STATION DESCRIPTION
 LX1899
 LX1899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1899'4.1 KM (2.55 MI) NE FROM DANBURY.
 LX1899'3.2 KM (2.0 MI) NORTHEAST ALONG INTERSTATE 84 AND U.S. HIGHWAY 7 FROM
 LX1899'THE NORTHEAST END OF THE EAST BOUND BRIDGE OVER STATE HIGHWAY 39 IN
 LX1899'DANBURY, THENCE 0.9 KM (0.55 MI) NORTH ALONG U.S. HIGHWAY 7 TO THE
 LX1899'MARK ON THE RIGHT, IN TOP OF THE NORTH END OF THE EAST WALKWAY (ALSO
 LX1899'ABUTMENT) OF THE HIGHWAY BRIDGE OVER FEDERAL ROAD, ALSO 7.8 KM
 LX1899'(4.85 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1899'HIGHWAY 25 IN BROOKFIELD, 10.70 METERS (35.0 FT) EAST OF THE
 LX1899'CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, 0.30 METER (1.0 FT)
 LX1899'SOUTH OF THE NORTH END OF THE EAST WALKWAY OF THE BRIDGE.
 LX1899'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1980 ***********************************************************************
 LX1980  DESIGNATION -  G 58
 LX1980  PID         -  LX1980
 LX1980  STATE/COUNTY-  CT/LITCHFIELD
 LX1980  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1980
 LX1980                         *CURRENT SURVEY CONTROL
 LX1980  ___________________________________________________________________
 LX1980* NAD 83(1986)-  41 57 33.     (N)    073 20 40.     (W)     SCALED    
 LX1980* NAVD 88     -       200.910  (meters)     659.15   (feet)  ADJUSTED  
 LX1980  ___________________________________________________________________
 LX1980  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX1980  DYNAMIC HT  -         200.841 (meters)     658.93  (feet)  COMP
 LX1980  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LX1980
 LX1980  VERT ORDER  -  FIRST     CLASS II
 LX1980
 LX1980.The horizontal coordinates were scaled from a topographic map and have
 LX1980.an estimated accuracy of +/- 6 seconds.
 LX1980
 LX1980.The orthometric height was determined by differential leveling
 LX1980.and adjusted by the National Geodetic Survey in June 1991..
 LX1980
 LX1980.The geoid height was determined by GEOID03.
 LX1980
 LX1980.The dynamic height is computed by dividing the NAVD 88
 LX1980.geopotential number by the normal gravity value computed on the
 LX1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1980.degrees latitude (g = 980.6199 gals.).
 LX1980
 LX1980.The modeled gravity was interpolated from observed gravity values.
 LX1980
 LX1980;                    North         East    Units  Estimated Accuracy
 LX1980;SPC CT       -   277,610.      255,520.      MT  (+/- 180 meters Scaled)
 LX1980
 LX1980                          SUPERSEDED SURVEY CONTROL
 LX1980
 LX1980.No superseded survey control is available for this station.
 LX1980
 LX1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM371465(NAD 83)
 LX1980_MARKER: DB = BENCH MARK DISK
 LX1980_SETTING: 66 = SET IN ROCK OUTCROP
 LX1980_SP_SET: ROCK OUTCROP
 LX1980_STAMPING: G 58 1984
 LX1980_MARK LOGO: NGS   
 LX1980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1980+STABILITY: POSITION/ELEVATION WELL
 LX1980
 LX1980  HISTORY     - Date     Condition        Report By
 LX1980  HISTORY     - 1984     MONUMENTED       NGS
 LX1980
 LX1980                          STATION DESCRIPTION
 LX1980
 LX1980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1980'9.2 KM (5.75 MI) SOUTH FROM CANAAN.
 LX1980'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1980'CANAAN, THENCE 8.5 KM (5.3 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1980'ON THE LEFT, 0.1 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF PAGE ROAD,
 LX1980'IN TOP OF THE SOUTHWEST END OF A ROCK CUT, 8.84 METERS (29.0 FT)
 LX1980'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.43 METERS (4.7 FT)
 LX1980'SOUTHEAST OF UTILITY POLE 238.
 LX1980'THE MARK IS 2.0 METERS  E FROM A WITNESS POST.
 LX1980'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1955 ***********************************************************************
 LX1955  CBN         -  This is a Cooperative Base Network Control Station.
 LX1955  DESIGNATION -  G 59
 LX1955  PID         -  LX1955
 LX1955  STATE/COUNTY-  CT/LITCHFIELD
 LX1955  USGS QUAD   -  ELLSWORTH (1969)
 LX1955
 LX1955                         *CURRENT SURVEY CONTROL
 LX1955  ___________________________________________________________________
 LX1955* NAD 83(1996)-  41 47 17.25201(N)    073 24 21.46954(W)     ADJUSTED  
 LX1955* NAVD 88     -       162.760  (meters)     533.99   (feet)  ADJUSTED  
 LX1955  ___________________________________________________________________
 LX1955  X           -   1,360,205.004 (meters)                     COMP
 LX1955  Y           -  -4,564,452.244 (meters)                     COMP
 LX1955  Z           -   4,228,174.741 (meters)                     COMP
 LX1955  LAPLACE CORR-           9.25  (seconds)                    DEFLEC99
 LX1955  ELLIP HEIGHT-         132.84  (meters)          (06/22/01) GPS OBS
 LX1955  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX1955  DYNAMIC HT  -         162.702 (meters)     533.80  (feet)  COMP
 LX1955  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 LX1955
 LX1955  HORZ ORDER  -  A
 LX1955  VERT ORDER  -  FIRST     CLASS II
 LX1955  ELLP ORDER  -  FOURTH    CLASS I
 LX1955
 LX1955.The horizontal coordinates were established by GPS observations
 LX1955.and adjusted by the National Geodetic Survey in June 2001..
 LX1955
 LX1955.The orthometric height was determined by differential leveling
 LX1955.and adjusted by the National Geodetic Survey in June 1991..
 LX1955
 LX1955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX1955
 LX1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1955
 LX1955.The ellipsoidal height was determined by GPS observations
 LX1955.and is referenced to NAD 83.
 LX1955
 LX1955.The geoid height was determined by GEOID03.
 LX1955
 LX1955.The dynamic height is computed by dividing the NAVD 88
 LX1955.geopotential number by the normal gravity value computed on the
 LX1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1955.degrees latitude (g = 980.6199 gals.).
 LX1955
 LX1955.The modeled gravity was interpolated from observed gravity values.
 LX1955
 LX1955;                    North         East     Units Scale Factor Converg.
 LX1955;SPC CT       -   258,646.644   250,274.509   MT  0.99999298   -0 26 05.8
 LX1955;SPC CT       -   848,576.53    821,108.95   sFT  0.99999298   -0 26 05.8
 LX1955;UTM  18      - 4,627,480.456   632,453.253   MT  0.99981589   +1 03 44.6
 LX1955
 LX1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1955!SPC CT       -   0.99997917  x   0.99999298  =   0.99997215
 LX1955!UTM  18      -   0.99997917  x   0.99981589  =   0.99979506
 LX1955
 LX1955                          SUPERSEDED SURVEY CONTROL
 LX1955
 LX1955  NAVD 88 (09/18/02)  162.76   (m)          534.0    (f) LEVELING    3  
 LX1955
 LX1955.Superseded values are not recommended for survey control.
 LX1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1955.See file dsdata.txt to determine how the superseded data were derived.
 LX1955
 LX1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3245327480(NAD 83)
 LX1955_MARKER: DV = VERTICAL CONTROL DISK
 LX1955_SETTING: 66 = SET IN ROCK OUTCROP
 LX1955_SP_SET: ROCK OUTCROP
 LX1955_STAMPING: G 59 1984
 LX1955_MARK LOGO: NGS   
 LX1955_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX1955_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1955+STABILITY: POSITION/ELEVATION WELL
 LX1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX1955+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX1955
 LX1955  HISTORY     - Date     Condition        Report By
 LX1955  HISTORY     - 1984     MONUMENTED       NGS
 LX1955  HISTORY     - 20001121 GOOD             CTGS
 LX1955  HISTORY     - 20010716 GOOD             CTGS
 LX1955  HISTORY     - 20050410 GOOD             CTGS
 LX1955
 LX1955                          STATION DESCRIPTION
 LX1955
 LX1955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1955'4.8 KM (3.0 MI) SW FROM CORNWALL BRIDGE.
 LX1955'4.8 KM (3.0 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1955'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A LARGE ROCK
 LX1955'OUTCROP IN A PLOWED FIELD, JUST EAST OF AND ACROSS THE HIGHWAY FROM A
 LX1955'FARM HOUSE AND BARN, 34.75 METERS (114.0 FT) SOUTHEAST OF THE
 LX1955'CENTERLINE OF THE HIGHWAY.
 LX1955'THE MARK IS 0.44 METERS  NE FROM A WITNESS POST.
 LX1955'THE MARK IS 2.5 M ABOVE HIGHWAY.
 LX1955
 LX1955                          STATION RECOVERY (2000)
 LX1955
 LX1955'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX1955'THE STATION MARK IS A NATIONAL GEODETIC SURVEY BRASS DISK,
 LX1955'STAMPED G 59 1984, SET IN THE TOP OF A LARGE LEDGE OUTCROP IN A
 LX1955'PLOWED FIELD. THE DISK IS ABOUT 28 FEET ABOVE THE CENTER LINE
 LX1955'GRADE OF THE HIGHWAY.
 LX1955'TO REACH THE STATION FROM THE POST OFFICE IN CORNWALL
 LX1955'BRIDGE ON U.S. HIGHWAY 7 (KENT ROAD), PROCEED SOUTHERLY ON U.S.
 LX1955'HIGHWAY 7 FOR 3.0 MILES TO THE STATION ON THE LEFT, OR FROM THE
 LX1955'INTERSECTION OF CONN. ROUTE 45 WARREN ROAD) PROCEED SOUTHERLY
 LX1955'ON U.S. ROUTE 7 FOR 1.8 MILES TO THE STATION ON THE LEFT,EAST.THE
 LX1955'STATION IS ACROSS THE HIGHWAY AND APPROXIMATELY 300 FEET NORTH
 LX1955'FROM A FARMHOUSE AND BARN.
 LX1955'TO REACH THE STATION FROM THE INTERSECTION OF THE
 LX1955'KENT-CORNWALL TOWN LINE AND U.S. HIGHWAY 7 (KENT ROAD), PROCEED
 LX1955'NORTHERLY ON U.S. HIGHWAY 7 FOR ABOUT 0.6 MILE TO THE STATION ON
 LX1955'THE RIGHT.
 LX1955'THE STATION IS 114.0 FEET SOUTHEAST OF THE CENTER LINE OF
 LX1955'THE HIGHWAY, 1.5 FEET SOUTHEAST OF THE NORTHWEST FACE OF
 LX1955'BOULDER, AND 1.3 FEET NORTHEAST OF THE WITNESS POST.
 LX1955' 
 LX1955'ADJUSTABLE TRIPODS WERE SET OVER POINT AND DRILL HOLES WERE
 LX1955'PLACED TO STABILIZE SET-UP. WIDE OPEN FOR GPS. 7/17/00 CTGS/DMC
 LX1955' 
 LX1955' 
 LX1955' 
 LX1955' 
 LX1955' 
 LX1955'
 LX1955
 LX1955                          STATION RECOVERY (2001)
 LX1955
 LX1955'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB)
 LX1955'RECOVERED AS DESCRIBED.
 LX1955'
 LX1955
 LX1955                          STATION RECOVERY (2005)
 LX1955
 LX1955'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX1955'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0174 ***********************************************************************
 LX0174  DESIGNATION -  G 6
 LX0174  PID         -  LX0174
 LX0174  STATE/COUNTY-  CT/NEW LONDON
 LX0174  USGS QUAD   -  NEW LONDON (1984)
 LX0174
 LX0174                         *CURRENT SURVEY CONTROL
 LX0174  ___________________________________________________________________
 LX0174* NAD 83(1986)-  41 20 56.     (N)    072 03 25.     (W)     SCALED    
 LX0174* NAVD 88     -        13.783  (meters)      45.22   (feet)  ADJUSTED  
 LX0174  ___________________________________________________________________
 LX0174  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX0174  DYNAMIC HT  -          13.778 (meters)      45.20  (feet)  COMP
 LX0174  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX0174
 LX0174  VERT ORDER  -  FIRST     CLASS I
 LX0174
 LX0174.The horizontal coordinates were scaled from a topographic map and have
 LX0174.an estimated accuracy of +/- 6 seconds.
 LX0174
 LX0174.The orthometric height was determined by differential leveling
 LX0174.and adjusted by the National Geodetic Survey in June 1991..
 LX0174
 LX0174.The geoid height was determined by GEOID03.
 LX0174
 LX0174.The dynamic height is computed by dividing the NAVD 88
 LX0174.geopotential number by the normal gravity value computed on the
 LX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0174.degrees latitude (g = 980.6199 gals.).
 LX0174
 LX0174.The modeled gravity was interpolated from observed gravity values.
 LX0174
 LX0174;                    North         East    Units  Estimated Accuracy
 LX0174;SPC CT       -   209,890.      362,800.      MT  (+/- 180 meters Scaled)
 LX0174
 LX0174                          SUPERSEDED SURVEY CONTROL
 LX0174
 LX0174  NGVD 29 (??/??/92)   14.073  (m)           46.17   (f) ADJ UNCH    1 1
 LX0174
 LX0174.Superseded values are not recommended for survey control.
 LX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0174.See file dsdata.txt to determine how the superseded data were derived.
 LX0174
 LX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL462816(NAD 83)
 LX0174_MARKER: DB = BENCH MARK DISK
 LX0174_SETTING: 80 = SET IN A BOULDER
 LX0174_SP_SET: BOULDER
 LX0174_STAMPING: G 6 ELEV 46.201 FT 1922
 LX0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0174+STABILITY: SURFACE MOTION
 LX0174
 LX0174  HISTORY     - Date     Condition        Report By
 LX0174  HISTORY     - 1922     MONUMENTED       CGS
 LX0174  HISTORY     - 1965     GOOD             NGS
 LX0174  HISTORY     - 1983     GOOD             USPSQD
 LX0174  HISTORY     - 1988     GOOD             USPSQD
 LX0174  HISTORY     - 1989     GOOD             USPSQD
 LX0174  HISTORY     - 1990     GOOD             USPSQD
 LX0174
 LX0174                          STATION DESCRIPTION
 LX0174
 LX0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0174'0.6 MI NW FROM GROTON.
 LX0174'ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0174'AT GROTON, THENCE 0.1 MILE SOUTHWEST ALONG THE CONN. LIGHT
 LX0174'AND POWER COMPANY HIGH TENSION LINE, ALONG THE NEW YORK, NEW
 LX0174'HAVEN AND HARTFORD RAILROAD, 125 YARDS NORTHWEST OF AND ACROSS
 LX0174'TRACKS FROM MILEPOST B 103 NH 54, SET ON THE TOP OF A LARGE BURIED
 LX0174'BOULDER WHICH IS SOUTHEAST END OF A ROCK CUT, 17.5 FEET NORTHEAST
 LX0174'OF THE NORTHEAST RAIL, 52 FEET EAST OF THE CENTER ONE OF TWO
 LX0174'HIGH TENSION POWER LINES OVER TRACKS, 1.9 FEET NORTHEAST OF THE
 LX0174'SOUTHWEST EDGE OF THE BOULDER AND 3 FEET ABOVE THE LEVEL OF THE
 LX0174'TRACK.  NOTE-- MARK MAY BE REACHED BY GOING 1.7 MILES SOUTHEAST
 LX0174'ALONG THE RAILROAD FROM CONTROL SIGNAL 119 AT GROTON.
 LX0174
 LX0174                          STATION RECOVERY (1983)
 LX0174
 LX0174'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0174'MILE POST B-103 NO LONGER EXIST. THE STATION IS 379.6 FT NORTHWEST OF
 LX0174'AND ACROSS THE TRACKS FROM AMTRAC'S MILE POST 126.
 LX0174
 LX0174                          STATION RECOVERY (1988)
 LX0174
 LX0174'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0174'RECOVERED IN GOOD CONDITION.
 LX0174
 LX0174                          STATION RECOVERY (1989)
 LX0174
 LX0174'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0174'RECOVERED IN GOOD CONDITION.
 LX0174
 LX0174                          STATION RECOVERY (1990)
 LX0174
 LX0174'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1938 ***********************************************************************
 LX1938  DESIGNATION -  G 62
 LX1938  PID         -  LX1938
 LX1938  STATE/COUNTY-  CT/LITCHFIELD
 LX1938  USGS QUAD   -  DOVER PLAINS (1984)
 LX1938
 LX1938                         *CURRENT SURVEY CONTROL
 LX1938  ___________________________________________________________________
 LX1938* NAD 83(1986)-  41 40 08.     (N)    073 30 05.     (W)     SCALED    
 LX1938* NAVD 88     -       100.492  (meters)     329.70   (feet)  ADJUSTED  
 LX1938  ___________________________________________________________________
 LX1938  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX1938  DYNAMIC HT  -         100.458 (meters)     329.59  (feet)  COMP
 LX1938  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 LX1938
 LX1938  VERT ORDER  -  FIRST     CLASS II
 LX1938
 LX1938.The horizontal coordinates were scaled from a topographic map and have
 LX1938.an estimated accuracy of +/- 6 seconds.
 LX1938
 LX1938.The orthometric height was determined by differential leveling
 LX1938.and adjusted by the National Geodetic Survey in June 1991..
 LX1938
 LX1938.The geoid height was determined by GEOID03.
 LX1938
 LX1938.The dynamic height is computed by dividing the NAVD 88
 LX1938.geopotential number by the normal gravity value computed on the
 LX1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1938.degrees latitude (g = 980.6199 gals.).
 LX1938
 LX1938.The modeled gravity was interpolated from observed gravity values.
 LX1938
 LX1938;                    North         East    Units  Estimated Accuracy
 LX1938;SPC CT       -   245,470.      242,230.      MT  (+/- 180 meters Scaled)
 LX1938
 LX1938                          SUPERSEDED SURVEY CONTROL
 LX1938
 LX1938.No superseded survey control is available for this station.
 LX1938
 LX1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM247140(NAD 83)
 LX1938_MARKER: DB = BENCH MARK DISK
 LX1938_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1938_SP_SET: HEADWALL
 LX1938_STAMPING: G 62 1984
 LX1938_MARK LOGO: NGS   
 LX1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1938+STABILITY: SURFACE MOTION
 LX1938
 LX1938  HISTORY     - Date     Condition        Report By
 LX1938  HISTORY     - 1984     MONUMENTED       NGS
 LX1938
 LX1938                          STATION DESCRIPTION
 LX1938
 LX1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1938'1.0 KM (0.65 MI) SE FROM BULLS BRIDGE.
 LX1938'1.0 KM (0.65 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE INTERSECTION
 LX1938'OF BULLS BRIDGE ROAD IN BULLS BRIDGE TO THE MARK ON THE LEFT, IN TOP
 LX1938'OF THE SOUTH END OF A CONCRETE HEADWALL FOR A CULVERT UNDER THE
 LX1938'HIGHWAY, 4.88 METERS (16.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX1938'HIGHWAY, 73.15 METERS (240.0 FT) SOUTH-SOUTHWEST OF A HIGHWAY SIGN
 LX1938'(KENT - NEW MILFORD TOWN LINE).
 LX1938'THE MARK IS 0.80 METERS  NNE FROM A WITNESS POST.
 LX1938'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2069 ***********************************************************************
 LX2069  DESIGNATION -  G 63
 LX2069  PID         -  LX2069
 LX2069  STATE/COUNTY-  CT/TOLLAND
 LX2069  USGS QUAD   -  ELLINGTON (1984)
 LX2069
 LX2069                         *CURRENT SURVEY CONTROL
 LX2069  ___________________________________________________________________
 LX2069* NAD 83(1986)-  41 58 57.     (N)    072 29 17.     (W)     SCALED    
 LX2069* NAVD 88     -        55.266  (meters)     181.32   (feet)  ADJUSTED  
 LX2069  ___________________________________________________________________
 LX2069  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2069  DYNAMIC HT  -          55.249 (meters)     181.26  (feet)  COMP
 LX2069  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 LX2069
 LX2069  VERT ORDER  -  FIRST     CLASS II
 LX2069
 LX2069.The horizontal coordinates were scaled from a topographic map and have
 LX2069.an estimated accuracy of +/- 6 seconds.
 LX2069
 LX2069.The orthometric height was determined by differential leveling
 LX2069.and adjusted by the National Geodetic Survey in June 1991..
 LX2069
 LX2069.The geoid height was determined by GEOID03.
 LX2069
 LX2069.The dynamic height is computed by dividing the NAVD 88
 LX2069.geopotential number by the normal gravity value computed on the
 LX2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2069.degrees latitude (g = 980.6199 gals.).
 LX2069
 LX2069.The modeled gravity was interpolated from observed gravity values.
 LX2069
 LX2069;                    North         East    Units  Estimated Accuracy
 LX2069;SPC CT       -   280,060.      326,510.      MT  (+/- 180 meters Scaled)
 LX2069
 LX2069                          SUPERSEDED SURVEY CONTROL
 LX2069
 LX2069.No superseded survey control is available for this station.
 LX2069
 LX2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM080508(NAD 83)
 LX2069_MARKER: DB = BENCH MARK DISK
 LX2069_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2069_SP_SET: RETAINING WALL
 LX2069_STAMPING: G 63 1984
 LX2069_MARK LOGO: NGS   
 LX2069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2069+STABILITY: POSITION/ELEVATION WELL
 LX2069
 LX2069  HISTORY     - Date     Condition        Report By
 LX2069  HISTORY     - 1984     MONUMENTED       NGS
 LX2069
 LX2069                          STATION DESCRIPTION
 LX2069
 LX2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2069'4.5 KM (2.8 MI) EAST FROM HAZARDVILLE.
 LX2069'4.2 KM (2.6 MI) EAST ALONG STATE HIGHWAY 190 FROM THE JUNCTION OF
 LX2069'STATE HIGHWAY 192 IN HAZARDVILLE, THENCE 0.3 KM (0.2 MI) SOUTHEAST
 LX2069'ALONG MAPLE STREET IN THE SMALL COMMUNITY OF SOMERSVILLE TO THE MARK
 LX2069'ON THE LEFT, IN TOP OF THE NORTH END OF THE EAST RETAINING WALL OF A
 LX2069'BRIDGE OVER THE SCANTIC RIVER, RESTING ON BEDROCK, ALSO 3.9 KM
 LX2069'(2.45 MI) WEST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN SOMERS,
 LX2069'THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG MAPLE STREET, 5.03 METERS
 LX2069'(16.5 FT) EAST OF THE CENTERLINE OF THE STREET, 0.37 METER (1.2 FT)
 LX2069'SOUTH OF THE NORTH END OF THE RETAINING WALL.
 LX2069'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1662 ***********************************************************************
 LW1662  DESIGNATION -  G 64
 LW1662  PID         -  LW1662
 LW1662  STATE/COUNTY-  CT/NEW LONDON
 LW1662  USGS QUAD   -  JEWETT CITY (1984)
 LW1662
 LW1662                         *CURRENT SURVEY CONTROL
 LW1662  ___________________________________________________________________
 LW1662* NAD 83(1986)-  41 36 16.     (N)    071 59 03.     (W)     SCALED    
 LW1662* NAVD 88     -        34.429  (meters)     112.96   (feet)  ADJUSTED  
 LW1662  ___________________________________________________________________
 LW1662  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1662  DYNAMIC HT  -          34.417 (meters)     112.92  (feet)  COMP
 LW1662  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LW1662
 LW1662  VERT ORDER  -  FIRST     CLASS II
 LW1662
 LW1662.The horizontal coordinates were scaled from a topographic map and have
 LW1662.an estimated accuracy of +/- 6 seconds.
 LW1662
 LW1662.The orthometric height was determined by differential leveling
 LW1662.and adjusted by the National Geodetic Survey in June 1991..
 LW1662
 LW1662.The geoid height was determined by GEOID03.
 LW1662
 LW1662.The dynamic height is computed by dividing the NAVD 88
 LW1662.geopotential number by the normal gravity value computed on the
 LW1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1662.degrees latitude (g = 980.6199 gals.).
 LW1662
 LW1662.The modeled gravity was interpolated from observed gravity values.
 LW1662
 LW1662;                    North         East    Units  Estimated Accuracy
 LW1662;SPC CT       -   238,320.      368,640.      MT  (+/- 180 meters Scaled)
 LW1662
 LW1662                          SUPERSEDED SURVEY CONTROL
 LW1662
 LW1662.No superseded survey control is available for this station.
 LW1662
 LW1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG513101(NAD 83)
 LW1662_MARKER: DB = BENCH MARK DISK
 LW1662_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1662_SP_SET: FOUNDATION OF BUILDING
 LW1662_STAMPING: G 64 1984
 LW1662_MARK LOGO: NGS   
 LW1662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1662+STABILITY: POSITION/ELEVATION WELL
 LW1662
 LW1662  HISTORY     - Date     Condition        Report By
 LW1662  HISTORY     - 1984     MONUMENTED       NGS
 LW1662  HISTORY     - 1984     GOOD             NGS
 LW1662  HISTORY     - 19901006 GOOD             USPSQD
 LW1662
 LW1662                          STATION DESCRIPTION
 LW1662
 LW1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1662'IN JEWETT CITY.
 LW1662'IN JEWETT CITY, AT THE JUNCTION OF STATE HIGHWAYS 12 AND 138 EAST, SET
 LW1662'VERTICALLY IN THE SOUTHEAST FACE AND NEAR THE WEST CORNER OF THE
 LW1662'SLATER LIBRARY, 0.24 METER (0.8 FT) SOUTHEAST OF THE WEST CORNER OF
 LW1662'THE LIBRARY.
 LW1662'THE MARK IS 1.31 M ABOVE PAVED ALLEY.
 LW1662
 LW1662                          STATION RECOVERY (1984)
 LW1662
 LW1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1662'RECOVERED IN GOOD CONDITION.
 LW1662
 LW1662                          STATION RECOVERY (1990)
 LW1662
 LW1662'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2146 ***********************************************************************
 LX2146  DESIGNATION -  G 65
 LX2146  PID         -  LX2146
 LX2146  STATE/COUNTY-  CT/TOLLAND
 LX2146  USGS QUAD   -  COLUMBIA (1984)
 LX2146
 LX2146                         *CURRENT SURVEY CONTROL
 LX2146  ___________________________________________________________________
 LX2146* NAD 83(1986)-  41 42 59.     (N)    072 15 46.     (W)     SCALED    
 LX2146* NAVD 88     -        91.544  (meters)     300.34   (feet)  ADJUSTED  
 LX2146  ___________________________________________________________________
 LX2146  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX2146  DYNAMIC HT  -          91.512 (meters)     300.24  (feet)  COMP
 LX2146  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LX2146
 LX2146  VERT ORDER  -  FIRST     CLASS II
 LX2146
 LX2146.The horizontal coordinates were scaled from a topographic map and have
 LX2146.an estimated accuracy of +/- 6 seconds.
 LX2146
 LX2146.The orthometric height was determined by differential leveling
 LX2146.and adjusted by the National Geodetic Survey in June 1991..
 LX2146
 LX2146.The geoid height was determined by GEOID03.
 LX2146
 LX2146.The dynamic height is computed by dividing the NAVD 88
 LX2146.geopotential number by the normal gravity value computed on the
 LX2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2146.degrees latitude (g = 980.6199 gals.).
 LX2146
 LX2146.The modeled gravity was interpolated from observed gravity values.
 LX2146
 LX2146;                    North         East    Units  Estimated Accuracy
 LX2146;SPC CT       -   250,590.      345,350.      MT  (+/- 180 meters Scaled)
 LX2146
 LX2146                          SUPERSEDED SURVEY CONTROL
 LX2146
 LX2146.No superseded survey control is available for this station.
 LX2146
 LX2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM277219(NAD 83)
 LX2146_MARKER: DB = BENCH MARK DISK
 LX2146_SETTING: 66 = SET IN ROCK OUTCROP
 LX2146_SP_SET: ROCK OUTCROP
 LX2146_STAMPING: G 65 1984
 LX2146_MARK LOGO: NGS   
 LX2146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2146+STABILITY: POSITION/ELEVATION WELL
 LX2146
 LX2146  HISTORY     - Date     Condition        Report By
 LX2146  HISTORY     - 1984     MONUMENTED       NGS
 LX2146
 LX2146                          STATION DESCRIPTION
 LX2146
 LX2146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2146'4.0 KM (2.5 MI) WEST FROM WILLIMANTIC.
 LX2146'4.0 KM (2.5 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2146'WILLIMANTIC TO THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP 0.91 BY
 LX2146'0.91 METER (3 BY 3 FT), AT THE REAR OF THE PROPERTY OF THE CERAMICS
 LX2146'EMPORIUM BUILDING, 42.06 METERS (138.0 FT) SOUTH OF THE CENTERLINE OF
 LX2146'THE HIGHWAY, 29.47 METERS (96.7 FT) SOUTHEAST OF THE NORTHEAST CORNER
 LX2146'OF THE EAST PORCH OF THE BUILDING, 19.20 METERS (63.0 FT) EAST OF THE
 LX2146'EAST FACE OF A PROPANE TANK.
 LX2146'THE MARK IS 0.91 METERS  N FROM A WITNESS POST.
 LX2146'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2103 ***********************************************************************
 LX2103  DESIGNATION -  G 66
 LX2103  PID         -  LX2103
 LX2103  STATE/COUNTY-  CT/TOLLAND
 LX2103  USGS QUAD   -  WESTFORD (1983)
 LX2103
 LX2103                         *CURRENT SURVEY CONTROL
 LX2103  ___________________________________________________________________
 LX2103* NAD 83(1986)-  41 59 37.     (N)    072 08 49.     (W)     SCALED    
 LX2103* NAVD 88     -       250.032  (meters)     820.31   (feet)  ADJUSTED  
 LX2103  ___________________________________________________________________
 LX2103  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX2103  DYNAMIC HT  -         249.950 (meters)     820.04  (feet)  COMP
 LX2103  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 LX2103
 LX2103  VERT ORDER  -  FIRST     CLASS II
 LX2103
 LX2103.The horizontal coordinates were scaled from a topographic map and have
 LX2103.an estimated accuracy of +/- 6 seconds.
 LX2103
 LX2103.The orthometric height was determined by differential leveling
 LX2103.and adjusted by the National Geodetic Survey in June 1991..
 LX2103
 LX2103.The geoid height was determined by GEOID03.
 LX2103
 LX2103.The dynamic height is computed by dividing the NAVD 88
 LX2103.geopotential number by the normal gravity value computed on the
 LX2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2103.degrees latitude (g = 980.6199 gals.).
 LX2103
 LX2103.The modeled gravity was interpolated from observed gravity values.
 LX2103
 LX2103;                    North         East    Units  Estimated Accuracy
 LX2103;SPC CT       -   281,440.      354,770.      MT  (+/- 180 meters Scaled)
 LX2103
 LX2103                          SUPERSEDED SURVEY CONTROL
 LX2103
 LX2103.No superseded survey control is available for this station.
 LX2103
 LX2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM363530(NAD 83)
 LX2103_MARKER: DB = BENCH MARK DISK
 LX2103_SETTING: 66 = SET IN ROCK OUTCROP
 LX2103_SP_SET: ROCK OUTCROP
 LX2103_STAMPING: G 66 1984
 LX2103_MARK LOGO: NGS   
 LX2103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2103+STABILITY: POSITION/ELEVATION WELL
 LX2103
 LX2103  HISTORY     - Date     Condition        Report By
 LX2103  HISTORY     - 1984     MONUMENTED       NGS
 LX2103
 LX2103                          STATION DESCRIPTION
 LX2103
 LX2103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2103'1.3 KM (0.8 MI) EAST FROM UNION.
 LX2103'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2103'CHURCH OF UNION IN UNION, THENCE 0.8 KM (0.5 MI) EAST ALONG STATE
 LX2103'HIGHWAY 171 TO THE MARK ON THE LEFT, 5.18 METERS (17.0 FT) NORTHEAST
 LX2103'OF THE CENTERLINE OF THE HIGHWAY, 19.45 METERS (63.8 FT) EAST AND
 LX2103'ACROSS THE HIGHWAY FROM UTILITY POLE 1732, 1.04 METERS (3.4 FT)
 LX2103'NORTHWEST OF THE SOUTHEAST END OF THE CUT.
 LX2103'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LX2103'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2208 ***********************************************************************
 LX2208  DESIGNATION -  G 67
 LX2208  PID         -  LX2208
 LX2208  STATE/COUNTY-  CT/MIDDLESEX
 LX2208  USGS QUAD   -  MIDDLETOWN (1992)
 LX2208
 LX2208                         *CURRENT SURVEY CONTROL
 LX2208  ___________________________________________________________________
 LX2208* NAD 83(1986)-  41 35 38.     (N)    072 40 36.     (W)     SCALED    
 LX2208* NAVD 88     -         6.633  (meters)      21.76   (feet)  ADJUSTED  
 LX2208  ___________________________________________________________________
 LX2208  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2208  DYNAMIC HT  -           6.631 (meters)      21.76  (feet)  COMP
 LX2208  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 LX2208
 LX2208  VERT ORDER  -  FIRST     CLASS II
 LX2208
 LX2208.The horizontal coordinates were scaled from a topographic map and have
 LX2208.an estimated accuracy of +/- 6 seconds.
 LX2208
 LX2208.The orthometric height was determined by differential leveling
 LX2208.and adjusted by the National Geodetic Survey in June 1991..
 LX2208
 LX2208.The geoid height was determined by GEOID03.
 LX2208
 LX2208.The dynamic height is computed by dividing the NAVD 88
 LX2208.geopotential number by the normal gravity value computed on the
 LX2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2208.degrees latitude (g = 980.6199 gals.).
 LX2208
 LX2208.The modeled gravity was interpolated from observed gravity values.
 LX2208
 LX2208;                    North         East    Units  Estimated Accuracy
 LX2208;SPC CT       -   236,870.      310,920.      MT  (+/- 180 meters Scaled)
 LX2208
 LX2208                          SUPERSEDED SURVEY CONTROL
 LX2208
 LX2208.No superseded survey control is available for this station.
 LX2208
 LX2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM936072(NAD 83)
 LX2208_MARKER: DB = BENCH MARK DISK
 LX2208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2208_SP_SET: RETAINING WALL
 LX2208_STAMPING: G 67 1984
 LX2208_MARK LOGO: NGS   
 LX2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2208+STABILITY: SURFACE MOTION
 LX2208
 LX2208  HISTORY     - Date     Condition        Report By
 LX2208  HISTORY     - 1984     MONUMENTED       NGS
 LX2208  HISTORY     - 1986     GOOD             NGS
 LX2208
 LX2208                          STATION DESCRIPTION
 LX2208
 LX2208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2208'5.7 KM (3.55 MI) NW FROM MIDDLETOWN.
 LX2208'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 LX2208'MIDDLETOWN, THENCE 1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 66, THENCE
 LX2208'4.4 KM (2.75 MI) NORTH ALONG STATE HIGHWAY 72 TO THE MARK ON THE LEFT,
 LX2208'AT BRIDGE 245 OVER SWAMP BROOK, 1.21 METERS (4.0 FT) SOUTH OF THE
 LX2208'NORTHWEST END OF THE BRIDGE, 5.18 METERS (17.0 FT) WEST OF THE
 LX2208'CENTERLINE OF THE HIGHWAY.
 LX2208'THE MARK IS 0.15 M ABOVE HIGHWAY.
 LX2208
 LX2208                          STATION RECOVERY (1986)
 LX2208
 LX2208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2188 ***********************************************************************
 LX2188  DESIGNATION -  G 68
 LX2188  PID         -  LX2188
 LX2188  STATE/COUNTY-  CT/HARTFORD
 LX2188  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2188
 LX2188                         *CURRENT SURVEY CONTROL
 LX2188  ___________________________________________________________________
 LX2188* NAD 83(1986)-  41 46 41.     (N)    072 37 29.     (W)     SCALED    
 LX2188* NAVD 88     -        14.911  (meters)      48.92   (feet)  ADJUSTED  
 LX2188  ___________________________________________________________________
 LX2188  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2188  DYNAMIC HT  -          14.907 (meters)      48.91  (feet)  COMP
 LX2188  MODELED GRAV-     980,325.3   (mgal)                       NAVD 88
 LX2188
 LX2188  VERT ORDER  -  FIRST     CLASS II
 LX2188
 LX2188.The horizontal coordinates were scaled from a topographic map and have
 LX2188.an estimated accuracy of +/- 6 seconds.
 LX2188
 LX2188.The orthometric height was determined by differential leveling
 LX2188.and adjusted by the National Geodetic Survey in June 1991..
 LX2188
 LX2188.The geoid height was determined by GEOID03.
 LX2188
 LX2188.The dynamic height is computed by dividing the NAVD 88
 LX2188.geopotential number by the normal gravity value computed on the
 LX2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2188.degrees latitude (g = 980.6199 gals.).
 LX2188
 LX2188.The modeled gravity was interpolated from observed gravity values.
 LX2188
 LX2188;                    North         East    Units  Estimated Accuracy
 LX2188;SPC CT       -   257,330.      315,220.      MT  (+/- 180 meters Scaled)
 LX2188
 LX2188                          SUPERSEDED SURVEY CONTROL
 LX2188
 LX2188.No superseded survey control is available for this station.
 LX2188
 LX2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM974278(NAD 83)
 LX2188_MARKER: I = METAL ROD
 LX2188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2188_SP_SET: STAINLESS STEEL ROD
 LX2188_STAMPING: G 68 1984
 LX2188_MARK LOGO: NGS   
 LX2188_PROJECTION: FLUSH
 LX2188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2188_ROD/PIPE-DEPTH: 23.8 meters
 LX2188
 LX2188  HISTORY     - Date     Condition        Report By
 LX2188  HISTORY     - 1984     MONUMENTED       NGS
 LX2188
 LX2188                          STATION DESCRIPTION
 LX2188
 LX2188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2188'IN EAST HARTFORD.
 LX2188'IN EAST HARTFORD, IN A SMALL PARK AT THE JUNCTION OF TOLLAND AND
 LX2188'BIDWELL STREETS, AT A MEMORIAL FOR ZEBULON BIDWELL, 0.43 METER
 LX2188'(1.4 FT) SOUTH OF THE SOUTH FACE OF A 0.76 BY 1.68 BY 1.83 METER (2.5
 LX2188'BY 5.5 BY 6 FT) HIGH GRANITE MEMORIAL.
 LX2188'THE MARK IS 0.18 M ABOVE TOLLAND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2256 ***********************************************************************
 LX2256  DESIGNATION -  G 69
 LX2256  PID         -  LX2256
 LX2256  STATE/COUNTY-  CT/MIDDLESEX
 LX2256  USGS QUAD   -  ESSEX (1977)
 LX2256
 LX2256                         *CURRENT SURVEY CONTROL
 LX2256  ___________________________________________________________________
 LX2256* NAD 83(1986)-  41 19 32.     (N)    072 22 41.     (W)     SCALED    
 LX2256* NAVD 88     -        15.869  (meters)      52.06   (feet)  ADJUSTED  
 LX2256  ___________________________________________________________________
 LX2256  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX2256  DYNAMIC HT  -          15.864 (meters)      52.05  (feet)  COMP
 LX2256  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 LX2256
 LX2256  VERT ORDER  -  FIRST     CLASS II
 LX2256
 LX2256.The horizontal coordinates were scaled from a topographic map and have
 LX2256.an estimated accuracy of +/- 6 seconds.
 LX2256
 LX2256.The orthometric height was determined by differential leveling
 LX2256.and adjusted by the National Geodetic Survey in June 1991..
 LX2256
 LX2256.The geoid height was determined by GEOID03.
 LX2256
 LX2256.The dynamic height is computed by dividing the NAVD 88
 LX2256.geopotential number by the normal gravity value computed on the
 LX2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2256.degrees latitude (g = 980.6199 gals.).
 LX2256
 LX2256.The modeled gravity was interpolated from observed gravity values.
 LX2256
 LX2256;                    North         East    Units  Estimated Accuracy
 LX2256;SPC CT       -   207,130.      335,940.      MT  (+/- 180 meters Scaled)
 LX2256
 LX2256                          SUPERSEDED SURVEY CONTROL
 LX2256
 LX2256.No superseded survey control is available for this station.
 LX2256
 LX2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL194782(NAD 83)
 LX2256_MARKER: I = METAL ROD
 LX2256_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2256+WITH SETTING: INFORMATION.
 LX2256_SP_SET: SHALLOW SET METAL ROD
 LX2256_STAMPING: G 69 1984
 LX2256_MARK LOGO: NGS   
 LX2256_PROJECTION: FLUSH
 LX2256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2256_ROD/PIPE-DEPTH: 2.1  meters
 LX2256
 LX2256  HISTORY     - Date     Condition        Report By
 LX2256  HISTORY     - 1984     MONUMENTED       NGS
 LX2256  HISTORY     - 1988     GOOD             USPSQD
 LX2256  HISTORY     - 1989     GOOD             USPSQD
 LX2256  HISTORY     - 1991     GOOD             USPSQD
 LX2256  HISTORY     - 19970127 GOOD             USPSQD
 LX2256  HISTORY     - 19981123 GOOD             USPSQD
 LX2256
 LX2256                          STATION DESCRIPTION
 LX2256
 LX2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2256'3.0 KM (1.9 MI) NORTH FROM OLD SAYBROOK.
 LX2256'3.0 KM (1.9 MI) NORTH ALONG STATE HIGHWAY 154 FROM THE HIGHWAY BRIDGE
 LX2256'OVER AMTRAK RAILROAD IN OLD SAYBROOK TO THE MARK ON THE RIGHT, 14.1
 LX2256'METERS (46.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 6.4 METERS
 LX2256'(21.0 FT) EAST OF THE CENTERLINE OF A ROAD LEADING SOUTHWEST, 24.9
 LX2256'METERS (82.0 FT) WEST OF THE FRONT DOOR OF THE KOWLOON GARDENS CHINESE
 LX2256'RESTAURANT, 3.0 METERS (10.0 FT) SOUTH OF A GUY WIRE, 0.30 METER
 LX2256'(1.0 FT) EAST OF A LIGHT POLE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LX2256'DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.1 METERS.
 LX2256'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2256
 LX2256                          STATION RECOVERY (1988)
 LX2256
 LX2256'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX2256'RECOVERED IN GOOD CONDITION.
 LX2256
 LX2256                          STATION RECOVERY (1989)
 LX2256
 LX2256'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2256'RECOVERED IN GOOD CONDITION.
 LX2256
 LX2256                          STATION RECOVERY (1991)
 LX2256
 LX2256'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2256'RECOVERED IN GOOD CONDITION.
 LX2256
 LX2256                          STATION RECOVERY (1997)
 LX2256
 LX2256'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2256'RECOVERED IN GOOD CONDITION.
 LX2256
 LX2256                          STATION RECOVERY (1998)
 LX2256
 LX2256'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0509 ***********************************************************************
 LX0509  DESIGNATION -  G 7
 LX0509  PID         -  LX0509
 LX0509  STATE/COUNTY-  CT/HARTFORD
 LX0509  USGS QUAD   -  NEW BRITAIN (1992)
 LX0509
 LX0509                         *CURRENT SURVEY CONTROL
 LX0509  ___________________________________________________________________
 LX0509* NAD 83(1986)-  41 41 31.     (N)    072 46 16.     (W)     SCALED    
 LX0509* NAVD 88     -        49.038  (meters)     160.89   (feet)  ADJUSTED  
 LX0509  ___________________________________________________________________
 LX0509  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX0509  DYNAMIC HT  -          49.023 (meters)     160.84  (feet)  COMP
 LX0509  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 LX0509
 LX0509  VERT ORDER  -  FIRST     CLASS II
 LX0509
 LX0509.The horizontal coordinates were scaled from a topographic map and have
 LX0509.an estimated accuracy of +/- 6 seconds.
 LX0509
 LX0509.The orthometric height was determined by differential leveling
 LX0509.and adjusted by the National Geodetic Survey in June 1991..
 LX0509
 LX0509.The geoid height was determined by GEOID03.
 LX0509
 LX0509.The dynamic height is computed by dividing the NAVD 88
 LX0509.geopotential number by the normal gravity value computed on the
 LX0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0509.degrees latitude (g = 980.6199 gals.).
 LX0509
 LX0509.The modeled gravity was interpolated from observed gravity values.
 LX0509
 LX0509;                    North         East    Units  Estimated Accuracy
 LX0509;SPC CT       -   247,760.      303,040.      MT  (+/- 180 meters Scaled)
 LX0509
 LX0509                          SUPERSEDED SURVEY CONTROL
 LX0509
 LX0509  NGVD 29 (??/??/92)   49.317  (m)          161.80   (f) ADJ UNCH    1 2
 LX0509
 LX0509.Superseded values are not recommended for survey control.
 LX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0509.See file dsdata.txt to determine how the superseded data were derived.
 LX0509
 LX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM854179(NAD 83)
 LX0509_MARKER: DD = SURVEY DISK
 LX0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0509_SP_SET: WATER TABLE
 LX0509_STAMPING: 161.801 G 7 1923
 LX0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0509
 LX0509  HISTORY     - Date     Condition        Report By
 LX0509  HISTORY     - 1923     MONUMENTED       USGS
 LX0509  HISTORY     - 1967     GOOD             NGS
 LX0509  HISTORY     - 1978     GOOD             NGS
 LX0509  HISTORY     - 1984     GOOD             USPSQD
 LX0509  HISTORY     - 1985     GOOD             USPSQD
 LX0509  HISTORY     - 1986     GOOD             USPSQD
 LX0509
 LX0509                          STATION DESCRIPTION
 LX0509
 LX0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0509'AT NEW BRITAIN.
 LX0509'AT NEW BRITAIN, HARTFORD COUNTY, AT THE NORTHEAST CORNER OF
 LX0509'THE INTERSECTION OF STANLEY AND WELLS STREETS, AT THE SOUTHWEST
 LX0509'CORNER OF STANLEY SCHOOL, IN THE EAST STONE WATER TABLE ON THE
 LX0509'WEST WALL OF THE BUILDING, 1.3 FEET NORTH OF THE CORNER, AND
 LX0509'4 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 LX0509'STANDARD DISK, STAMPED 161.801 G 7 1923.
 LX0509
 LX0509                          STATION RECOVERY (1978)
 LX0509
 LX0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0509'RECOVERED A DESCRIBED.
 LX0509
 LX0509                          STATION RECOVERY (1984)
 LX0509
 LX0509'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0509'THE BUILDING 'STANLEY SCHOOL' IS NO LONGER BEING USED FOR ANYTHING.
 LX0509'IT IS CURRENTLY BOARDED UP.
 LX0509
 LX0509                          STATION RECOVERY (1985)
 LX0509
 LX0509'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0509'THE BUILDING STANLEY SCHOOL IS NO LONGER BEING USED FOR ANYTHING. IT
 LX0509'IS CURRENTLY BOARDED UP.
 LX0509
 LX0509                          STATION RECOVERY (1986)
 LX0509
 LX0509'RECOVERY NOTE BY US POWER SQUADRON 1986 (JLS)
 LX0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2294 ***********************************************************************
 LX2294  DESIGNATION -  G 71
 LX2294  PID         -  LX2294
 LX2294  STATE/COUNTY-  CT/FAIRFIELD
 LX2294  USGS QUAD   -  NORWALK NORTH (1975)
 LX2294
 LX2294                         *CURRENT SURVEY CONTROL
 LX2294  ___________________________________________________________________
 LX2294* NAD 83(1986)-  41 12 08.     (N)    073 29 22.     (W)     SCALED    
 LX2294* NAVD 88     -       140.330  (meters)     460.40   (feet)  ADJUSTED  
 LX2294  ___________________________________________________________________
 LX2294  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX2294  DYNAMIC HT  -         140.281 (meters)     460.24  (feet)  COMP
 LX2294  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LX2294
 LX2294  VERT ORDER  -  FIRST     CLASS II
 LX2294
 LX2294.The horizontal coordinates were scaled from a topographic map and have
 LX2294.an estimated accuracy of +/- 6 seconds.
 LX2294
 LX2294.The orthometric height was determined by differential leveling
 LX2294.and adjusted by the National Geodetic Survey in June 1991..
 LX2294
 LX2294.The geoid height was determined by GEOID03.
 LX2294
 LX2294.The dynamic height is computed by dividing the NAVD 88
 LX2294.geopotential number by the normal gravity value computed on the
 LX2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2294.degrees latitude (g = 980.6199 gals.).
 LX2294
 LX2294.The modeled gravity was interpolated from observed gravity values.
 LX2294
 LX2294;                    North         East    Units  Estimated Accuracy
 LX2294;SPC CT       -   193,630.      242,780.      MT  (+/- 180 meters Scaled)
 LX2294
 LX2294                          SUPERSEDED SURVEY CONTROL
 LX2294
 LX2294.No superseded survey control is available for this station.
 LX2294
 LX2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL266623(NAD 83)
 LX2294_MARKER: I = METAL ROD
 LX2294_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2294+WITH SETTING: INFORMATION.
 LX2294_SP_SET: SHALLOW-SET METAL ROD
 LX2294_STAMPING: G 71 1985
 LX2294_MARK LOGO: NGS   
 LX2294_PROJECTION: FLUSH
 LX2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2294_ROD/PIPE-DEPTH: 1.5  meters
 LX2294
 LX2294  HISTORY     - Date     Condition        Report By
 LX2294  HISTORY     - 1985     MONUMENTED       NGS
 LX2294
 LX2294                          STATION DESCRIPTION
 LX2294
 LX2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2294'6.2 KM (3.85 MI) NW FROM WILTON.
 LX2294'3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2294'U.S. HIGHWAY 7 IN WILTON, THENCE 2.2 KM (1.45 MI) SOUTHWEST ALONG
 LX2294'DEFOREST ROAD TO THE MARK ON THE RIGHT, 8.4 METERS (27.5 FT) NORTH OF
 LX2294'THE CENTERLINE OF THE ROAD, 9.9 METERS (32.5 FT) WEST OF THE CENTER OF
 LX2294'LANTERN RIDGE ROAD.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE
 LX2294'ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.5 METERS.  NOTE--ACCESS TO
 LX2294'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2294'THE MARK IS 0.45 METERS  ESE FROM  A WITNESS POST
 LX2294'THE MARK IS 0.90 M ABOVE DEFOREST ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2271 ***********************************************************************
 LX2271  DESIGNATION -  G 72
 LX2271  PID         -  LX2271
 LX2271  STATE/COUNTY-  CT/FAIRFIELD
 LX2271  USGS QUAD   -  GLENVILLE (1971)
 LX2271
 LX2271                         *CURRENT SURVEY CONTROL
 LX2271  ___________________________________________________________________
 LX2271* NAD 83(1986)-  41 05 44.     (N)    073 38 54.     (W)     SCALED    
 LX2271* NAVD 88     -       118.954  (meters)     390.27   (feet)  ADJUSTED  
 LX2271  ___________________________________________________________________
 LX2271  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX2271  DYNAMIC HT  -         118.912 (meters)     390.13  (feet)  COMP
 LX2271  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 LX2271
 LX2271  VERT ORDER  -  FIRST     CLASS II
 LX2271
 LX2271.The horizontal coordinates were scaled from a topographic map and have
 LX2271.an estimated accuracy of +/- 6 seconds.
 LX2271
 LX2271.The orthometric height was determined by differential leveling
 LX2271.and adjusted by the National Geodetic Survey in June 1991..
 LX2271
 LX2271.The geoid height was determined by GEOID03.
 LX2271
 LX2271.The dynamic height is computed by dividing the NAVD 88
 LX2271.geopotential number by the normal gravity value computed on the
 LX2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2271.degrees latitude (g = 980.6199 gals.).
 LX2271
 LX2271.The modeled gravity was interpolated from observed gravity values.
 LX2271
 LX2271;                    North         East    Units  Estimated Accuracy
 LX2271;SPC CT       -   181,910.      229,330.      MT  (+/- 180 meters Scaled)
 LX2271
 LX2271                          SUPERSEDED SURVEY CONTROL
 LX2271
 LX2271.No superseded survey control is available for this station.
 LX2271
 LX2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL135502(NAD 83)
 LX2271_MARKER: DB = BENCH MARK DISK
 LX2271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2271_SP_SET: BRIDGE ABUTMENT
 LX2271_STAMPING: G 72 1985
 LX2271_MARK LOGO: NGS   
 LX2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2271
 LX2271  HISTORY     - Date     Condition        Report By
 LX2271  HISTORY     - 1985     MONUMENTED       NGS
 LX2271
 LX2271                          STATION DESCRIPTION
 LX2271
 LX2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2271'4.8 KM (3.0 MI) NE FROM RIVERSVILLE.
 LX2271'4.8 KM (3.0 MI) NORTHEAST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2271'FROM THE OVERPASS FOR RIVERSVILLE ROAD IN RIVERSVILLE TO THE MARK ON
 LX2271'THE RIGHT, ON TOP OF THE LOWER SOUTHWEST OVERPASS FOUNDATION FOR LAKE
 LX2271'AVENUE, ALSO 9.8 KM (6.1 MI) SOUTHWEST ALONG STATE HIGHWAY 15 FROM THE
 LX2271'OVERPASS FOR STATE HIGHWAY 137 IN STAMFORD, 1.52 METERS (5.0 FT)
 LX2271'SOUTH-SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY, 1.83 METERS
 LX2271'(6.0 FT) SOUTHWEST OF A STEEL GIRDER, 0.85 METER (2.8 FT) NORTHEAST OF
 LX2271'A STEEL GIRDER.
 LX2271'THE MARK IS 1.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2316 ***********************************************************************
 LX2316  DESIGNATION -  G 73
 LX2316  PID         -  LX2316
 LX2316  STATE/COUNTY-  CT/FAIRFIELD
 LX2316  USGS QUAD   -  BOTSFORD (1984)
 LX2316
 LX2316                         *CURRENT SURVEY CONTROL
 LX2316  ___________________________________________________________________
 LX2316* NAD 83(1986)-  41 17 57.     (N)    073 20 42.     (W)     SCALED    
 LX2316* NAVD 88     -       183.001  (meters)     600.40   (feet)  ADJUSTED  
 LX2316  ___________________________________________________________________
 LX2316  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2316  DYNAMIC HT  -         182.940 (meters)     600.20  (feet)  COMP
 LX2316  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 LX2316
 LX2316  VERT ORDER  -  FIRST     CLASS II
 LX2316
 LX2316.The horizontal coordinates were scaled from a topographic map and have
 LX2316.an estimated accuracy of +/- 6 seconds.
 LX2316
 LX2316.The orthometric height was determined by differential leveling
 LX2316.and adjusted by the National Geodetic Survey in June 1991..
 LX2316
 LX2316.The geoid height was determined by GEOID03.
 LX2316
 LX2316.The dynamic height is computed by dividing the NAVD 88
 LX2316.geopotential number by the normal gravity value computed on the
 LX2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2316.degrees latitude (g = 980.6199 gals.).
 LX2316
 LX2316.The modeled gravity was interpolated from observed gravity values.
 LX2316
 LX2316;                    North         East    Units  Estimated Accuracy
 LX2316;SPC CT       -   204,310.      254,970.      MT  (+/- 180 meters Scaled)
 LX2316
 LX2316                          SUPERSEDED SURVEY CONTROL
 LX2316
 LX2316.No superseded survey control is available for this station.
 LX2316
 LX2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL385732(NAD 83)
 LX2316_MARKER: DB = BENCH MARK DISK
 LX2316_SETTING: 66 = SET IN ROCK OUTCROP
 LX2316_SP_SET: ROCK OUTCROP
 LX2316_STAMPING: G 73 1985
 LX2316_MARK LOGO: NGS   
 LX2316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2316+STABILITY: POSITION/ELEVATION WELL
 LX2316
 LX2316  HISTORY     - Date     Condition        Report By
 LX2316  HISTORY     - 1985     MONUMENTED       NGS
 LX2316
 LX2316                          STATION DESCRIPTION
 LX2316
 LX2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2316'1.8 KM (1.1 MI) SOUTH FROM REDDING RIDGE.
 LX2316'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2316'CROSS HIGHWAY IN REDDING RIDGE TO THE MARK ON THE RIGHT, 6.0 METERS
 LX2316'(20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20.4 METERS
 LX2316'(67.5 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY, 2.1 METERS (7.0 FT)
 LX2316'NORTHEAST OF A ROCK WALL.
 LX2316'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2348 ***********************************************************************
 LX2348  DESIGNATION -  G 74
 LX2348  PID         -  LX2348
 LX2348  STATE/COUNTY-  CT/FAIRFIELD
 LX2348  USGS QUAD   -  BOTSFORD (1984)
 LX2348
 LX2348                         *CURRENT SURVEY CONTROL
 LX2348  ___________________________________________________________________
 LX2348* NAD 83(1986)-  41 20 44.     (N)    073 15 34.     (W)     SCALED    
 LX2348* NAVD 88     -       128.769  (meters)     422.47   (feet)  ADJUSTED  
 LX2348  ___________________________________________________________________
 LX2348  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2348  DYNAMIC HT  -         128.725 (meters)     422.33  (feet)  COMP
 LX2348  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LX2348
 LX2348  VERT ORDER  -  FIRST     CLASS II
 LX2348
 LX2348.The horizontal coordinates were scaled from a topographic map and have
 LX2348.an estimated accuracy of +/- 6 seconds.
 LX2348
 LX2348.The orthometric height was determined by differential leveling
 LX2348.and adjusted by the National Geodetic Survey in June 1991..
 LX2348
 LX2348.The geoid height was determined by GEOID03.
 LX2348
 LX2348.The dynamic height is computed by dividing the NAVD 88
 LX2348.geopotential number by the normal gravity value computed on the
 LX2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2348.degrees latitude (g = 980.6199 gals.).
 LX2348
 LX2348.The modeled gravity was interpolated from observed gravity values.
 LX2348
 LX2348;                    North         East    Units  Estimated Accuracy
 LX2348;SPC CT       -   209,410.      262,160.      MT  (+/- 180 meters Scaled)
 LX2348
 LX2348                          SUPERSEDED SURVEY CONTROL
 LX2348
 LX2348.No superseded survey control is available for this station.
 LX2348
 LX2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL456785(NAD 83)
 LX2348_MARKER: I = METAL ROD
 LX2348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2348+WITH SETTING: INFORMATION.
 LX2348_SP_SET: SHALLOW-SET METAL ROD
 LX2348_STAMPING: G 74 1985
 LX2348_MARK LOGO: NGS   
 LX2348_PROJECTION: FLUSH
 LX2348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2348_ROD/PIPE-DEPTH: 1.2  meters
 LX2348
 LX2348  HISTORY     - Date     Condition        Report By
 LX2348  HISTORY     - 1985     MONUMENTED       NGS
 LX2348
 LX2348                          STATION DESCRIPTION
 LX2348
 LX2348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2348'2.7 KM (1.7 MI) NW FROM UPPER STEPNEY.
 LX2348'2.7 KM (1.7 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2348'STATE HIGHWAY 59 IN UPPER STEPNEY TO THE MARK ON THE LEFT, IN FRONT OF
 LX2348'TWO FLAG POLES AT THE STEPNEY VOLUNTEER FIRE DEPARTMENT, PATMORE
 LX2348'STATION, 24.60 METERS (80.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2348'HIGHWAY, 15.60 METERS (51.2 FT) NORTHWEST OF A FIRE HYDRANT, 14.02
 LX2348'METERS (46.0 FT) NORTH-NORTHEAST OF THE CENTER OF A PAVED DRIVE
 LX2348'LEADING TO THE REAR OF THE BUILDING, 2.19 METERS (7.2 FT) SOUTHEAST OF
 LX2348'THE CONCRETE PLATFORMS FOR TWO FLAG POLES.  NOTE--SEVERAL ATTEMPTS
 LX2348'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.2
 LX2348'METERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2348'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2462 ***********************************************************************
 LX2462  DESIGNATION -  G 75
 LX2462  PID         -  LX2462
 LX2462  STATE/COUNTY-  CT/LITCHFIELD
 LX2462  USGS QUAD   -  TORRINGTON (1984)
 LX2462
 LX2462                         *CURRENT SURVEY CONTROL
 LX2462  ___________________________________________________________________
 LX2462* NAD 83(1986)-  41 45 56.     (N)    073 05 06.     (W)     SCALED    
 LX2462* NAVD 88     -       281.356  (meters)     923.08   (feet)  ADJUSTED  
 LX2462  ___________________________________________________________________
 LX2462  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2462  DYNAMIC HT  -         281.263 (meters)     922.78  (feet)  COMP
 LX2462  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX2462
 LX2462  VERT ORDER  -  FIRST     CLASS II
 LX2462
 LX2462.The horizontal coordinates were scaled from a topographic map and have
 LX2462.an estimated accuracy of +/- 6 seconds.
 LX2462
 LX2462.The orthometric height was determined by differential leveling
 LX2462.and adjusted by the National Geodetic Survey in June 1991..
 LX2462
 LX2462.The geoid height was determined by GEOID03.
 LX2462
 LX2462.The dynamic height is computed by dividing the NAVD 88
 LX2462.geopotential number by the normal gravity value computed on the
 LX2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2462.degrees latitude (g = 980.6199 gals.).
 LX2462
 LX2462.The modeled gravity was interpolated from observed gravity values.
 LX2462
 LX2462;                    North         East    Units  Estimated Accuracy
 LX2462;SPC CT       -   255,990.      276,940.      MT  (+/- 180 meters Scaled)
 LX2462
 LX2462                          SUPERSEDED SURVEY CONTROL
 LX2462
 LX2462.No superseded survey control is available for this station.
 LX2462
 LX2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM591255(NAD 83)
 LX2462_MARKER: DB = BENCH MARK DISK
 LX2462_SETTING: 66 = SET IN ROCK OUTCROP
 LX2462_SP_SET: ROCK OUTCROP
 LX2462_STAMPING: G 75 1985
 LX2462_MARK LOGO: NGS   
 LX2462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2462+STABILITY: POSITION/ELEVATION WELL
 LX2462
 LX2462  HISTORY     - Date     Condition        Report By
 LX2462  HISTORY     - 1985     MONUMENTED       NGS
 LX2462
 LX2462                          STATION DESCRIPTION
 LX2462
 LX2462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2462'IN HARWINTON.
 LX2462'IN HARWINTON, 0.2 KM (0.1 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE
 LX2462'JUNCTION OF STATE HIGHWAY 118, IN TOP OF THE BASE OF A ROCK OUTCROP ON
 LX2462'THE NORTH SIDE OF A SINGLE STORY FRAME HOUSE NUMBER 20, 20.72 METERS
 LX2462'(68.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 222, 28.34 METERS (93.0
 LX2462'FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 23.95 METERS
 LX2462'(78.6 FT) SOUTHEAST OF POWER POLE 429.
 LX2462'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX2462'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2687 ***********************************************************************
 LX2687  DESIGNATION -  G 76
 LX2687  PID         -  LX2687
 LX2687  STATE/COUNTY-  CT/LITCHFIELD
 LX2687  USGS QUAD   -  COLLINSVILLE (1984)
 LX2687
 LX2687                         *CURRENT SURVEY CONTROL
 LX2687  ___________________________________________________________________
 LX2687* NAD 83(1986)-  41 52 03.     (N)    072 57 31.     (W)     SCALED    
 LX2687* NAVD 88     -       109.470  (meters)     359.15   (feet)  ADJUSTED  
 LX2687  ___________________________________________________________________
 LX2687  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 LX2687  DYNAMIC HT  -         109.437 (meters)     359.04  (feet)  COMP
 LX2687  MODELED GRAV-     980,319.8   (mgal)                       NAVD 88
 LX2687
 LX2687  VERT ORDER  -  FIRST     CLASS II
 LX2687
 LX2687.The horizontal coordinates were scaled from a topographic map and have
 LX2687.an estimated accuracy of +/- 6 seconds.
 LX2687
 LX2687.The orthometric height was determined by differential leveling
 LX2687.and adjusted by the National Geodetic Survey in June 1991..
 LX2687
 LX2687.The geoid height was determined by GEOID03.
 LX2687
 LX2687.The dynamic height is computed by dividing the NAVD 88
 LX2687.geopotential number by the normal gravity value computed on the
 LX2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2687.degrees latitude (g = 980.6199 gals.).
 LX2687
 LX2687.The modeled gravity was interpolated from observed gravity values.
 LX2687
 LX2687;                    North         East    Units  Estimated Accuracy
 LX2687;SPC CT       -   267,280.      287,480.      MT  (+/- 180 meters Scaled)
 LX2687
 LX2687                          SUPERSEDED SURVEY CONTROL
 LX2687
 LX2687.No superseded survey control is available for this station.
 LX2687
 LX2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM694370(NAD 83)
 LX2687_MARKER: I = METAL ROD
 LX2687_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2687_SP_SET: STAINLESS STEEL ROD
 LX2687_STAMPING: G 76 1985
 LX2687_MARK LOGO: NGS   
 LX2687_PROJECTION: FLUSH
 LX2687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2687_ROD/PIPE-DEPTH: 4.9  meters
 LX2687
 LX2687  HISTORY     - Date     Condition        Report By
 LX2687  HISTORY     - 1985     MONUMENTED       NGS
 LX2687
 LX2687                          STATION DESCRIPTION
 LX2687
 LX2687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2687'1.0 KM (0.6 MI) SE FROM PINE MEADOW.
 LX2687'1.0 KM (0.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2687'IN PINE MEADOW TO THE MARK ON THE LEFT, ON THE SOUTHEAST SIDE OF THE
 LX2687'ENTRANCE TO SIX-DS RESTAURANT, 10.18 METERS (33.4 FT) NORTHEAST OF THE
 LX2687'CENTERLINE OF THE HIGHWAY, 29.0 METERS (95.0 FT) SOUTH OF THE SOUTH
 LX2687'CORNER OF THE RESTAURANT, 1.06 METERS (3.5 FT) SOUTHEAST OF POWER POLE
 LX2687'773 WITH 2 TRANSFORMERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2687'5-INCH LOGO CAP.
 LX2687'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 LX2687'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2525 ***********************************************************************
 LX2525  TIDAL BM    -  This is a Tidal Bench Mark.
 LX2525  DESIGNATION -  G 77
 LX2525  PID         -  LX2525
 LX2525  STATE/COUNTY-  CT/FAIRFIELD
 LX2525  USGS QUAD   -  ANSONIA (1984)
 LX2525
 LX2525                         *CURRENT SURVEY CONTROL
 LX2525  ___________________________________________________________________
 LX2525* NAD 83(1986)-  41 16 41.     (N)    073 05 15.     (W)     SCALED    
 LX2525* NAVD 88     -         9.709  (meters)      31.85   (feet)  ADJUSTED  
 LX2525  ___________________________________________________________________
 LX2525  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2525  DYNAMIC HT  -           9.706 (meters)      31.84  (feet)  COMP
 LX2525  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 LX2525
 LX2525  VERT ORDER  -  FIRST     CLASS II
 LX2525
 LX2525.The horizontal coordinates were scaled from a topographic map and have
 LX2525.an estimated accuracy of +/- 6 seconds.
 LX2525
 LX2525.The orthometric height was determined by differential leveling
 LX2525.and adjusted by the National Geodetic Survey in June 1991..
 LX2525
 LX2525.This Tidal Bench Mark is designated as VM 12447
 LX2525.by the Center for Operational Oceanographic Products and Services.
 LX2525
 LX2525.The geoid height was determined by GEOID03.
 LX2525
 LX2525.The dynamic height is computed by dividing the NAVD 88
 LX2525.geopotential number by the normal gravity value computed on the
 LX2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2525.degrees latitude (g = 980.6199 gals.).
 LX2525
 LX2525.The modeled gravity was interpolated from observed gravity values.
 LX2525
 LX2525;                    North         East    Units  Estimated Accuracy
 LX2525;SPC CT       -   201,850.      276,530.      MT  (+/- 180 meters Scaled)
 LX2525
 LX2525                          SUPERSEDED SURVEY CONTROL
 LX2525
 LX2525.No superseded survey control is available for this station.
 LX2525
 LX2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL601713(NAD 83)
 LX2525_MARKER: DB = BENCH MARK DISK
 LX2525_SETTING: 66 = SET IN ROCK OUTCROP
 LX2525_SP_SET: ROCK CUT
 LX2525_STAMPING: G 77 1985
 LX2525_MARK LOGO: NGS   
 LX2525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2525+STABILITY: POSITION/ELEVATION WELL
 LX2525
 LX2525  HISTORY     - Date     Condition        Report By
 LX2525  HISTORY     - 1985     MONUMENTED       NGS
 LX2525
 LX2525                          STATION DESCRIPTION
 LX2525
 LX2525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2525'5.6 KM (3.5 MI) SOUTH FROM SHELTON.
 LX2525'5.6 KM (3.5 MI) SOUTH ALONG STATE HIGHWAY 110 FROM THE JUNCTION OF
 LX2525'BRIDGE STREET IN SHELTON TO THE MARK ON THE RIGHT, SET VERTICALLY NEAR
 LX2525'THE NORTHEAST END OF A ROCK CUT, 8.53 METERS (28.0 FT) NORTHWEST OF
 LX2525'THE CENTERLINE OF THE HIGHWAY, 17.07 METERS (56.0 FT) NORTH-NORTHWEST
 LX2525'AND ACROSS THE HIGHWAY FROM UTILITY POLE 1405, 5.79 METERS (19.0 FT)
 LX2525'SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 LX2525'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2844 ***********************************************************************
 LX2844  DESIGNATION -  G 78
 LX2844  PID         -  LX2844
 LX2844  STATE/COUNTY-  CT/NEW HAVEN
 LX2844  USGS QUAD   -  NAUGATUCK (1984)
 LX2844
 LX2844                         *CURRENT SURVEY CONTROL
 LX2844  ___________________________________________________________________
 LX2844* NAD 83(1986)-  41 27 13.     (N)    073 00 11.     (W)     SCALED    
 LX2844* NAVD 88     -       163.664  (meters)     536.95   (feet)  ADJUSTED  
 LX2844  ___________________________________________________________________
 LX2844  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2844  DYNAMIC HT  -         163.611 (meters)     536.78  (feet)  COMP
 LX2844  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LX2844
 LX2844  VERT ORDER  -  FIRST     CLASS II
 LX2844
 LX2844.The horizontal coordinates were scaled from a topographic map and have
 LX2844.an estimated accuracy of +/- 6 seconds.
 LX2844
 LX2844.The orthometric height was determined by differential leveling
 LX2844.and adjusted by the National Geodetic Survey in June 1991..
 LX2844
 LX2844.The geoid height was determined by GEOID03.
 LX2844
 LX2844.The dynamic height is computed by dividing the NAVD 88
 LX2844.geopotential number by the normal gravity value computed on the
 LX2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2844.degrees latitude (g = 980.6199 gals.).
 LX2844
 LX2844.The modeled gravity was interpolated from observed gravity values.
 LX2844
 LX2844;                    North         East    Units  Estimated Accuracy
 LX2844;SPC CT       -   221,320.      283,660.      MT  (+/- 180 meters Scaled)
 LX2844
 LX2844                          SUPERSEDED SURVEY CONTROL
 LX2844
 LX2844.No superseded survey control is available for this station.
 LX2844
 LX2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL667910(NAD 83)
 LX2844_MARKER: DB = BENCH MARK DISK
 LX2844_SETTING: 66 = SET IN ROCK OUTCROP
 LX2844_SP_SET: ROCK CUT
 LX2844_STAMPING: G 78 1985
 LX2844_MARK LOGO: NGS   
 LX2844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2844+STABILITY: POSITION/ELEVATION WELL
 LX2844
 LX2844  HISTORY     - Date     Condition        Report By
 LX2844  HISTORY     - 1985     MONUMENTED       NGS
 LX2844  HISTORY     - 19910304 GOOD             USPSQD
 LX2844  HISTORY     - 19971018 GOOD             USPSQD
 LX2844
 LX2844                          STATION DESCRIPTION
 LX2844
 LX2844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2844'6.3 KM (3.9 MI) EAST FROM BEACON FALLS.
 LX2844'0.5 KM (0.3 MI) EAST ALONG SOUTH MAIN STREET FROM THE BEACON HOSE
 LX2844'COMPANY NUMBER 1 IN BEACON FALLS, THENCE 5.8 KM (3.6 MI) EAST ALONG
 LX2844'STATE HIGHWAY 42 TO THE MARK ON THE LEFT, IN A SLANTING ROCK CUT, 4.57
 LX2844'METERS (15.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.52 METERS
 LX2844'(5.0 FT) EAST OF THE WEST END OF THE ROCK CUT.
 LX2844'THE MARK IS 0.8 M ABOVE HIGHWAY.
 LX2844
 LX2844                          STATION RECOVERY (1991)
 LX2844
 LX2844'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2844'RECOVERED IN GOOD CONDITION.
 LX2844
 LX2844                          STATION RECOVERY (1997)
 LX2844
 LX2844'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2610 ***********************************************************************
 LX2610  DESIGNATION -  G 79
 LX2610  PID         -  LX2610
 LX2610  STATE/COUNTY-  CT/LITCHFIELD
 LX2610  USGS QUAD   -  NEW PRESTON (1984)
 LX2610
 LX2610                         *CURRENT SURVEY CONTROL
 LX2610  ___________________________________________________________________
 LX2610* NAD 83(1986)-  41 42 08.     (N)    073 17 17.     (W)     SCALED    
 LX2610* NAVD 88     -       254.560  (meters)     835.17   (feet)  ADJUSTED  
 LX2610  ___________________________________________________________________
 LX2610  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2610  DYNAMIC HT  -         254.474 (meters)     834.89  (feet)  COMP
 LX2610  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LX2610
 LX2610  VERT ORDER  -  FIRST     CLASS II
 LX2610
 LX2610.The horizontal coordinates were scaled from a topographic map and have
 LX2610.an estimated accuracy of +/- 6 seconds.
 LX2610
 LX2610.The orthometric height was determined by differential leveling
 LX2610.and adjusted by the National Geodetic Survey in June 1991..
 LX2610
 LX2610.The geoid height was determined by GEOID03.
 LX2610
 LX2610.The dynamic height is computed by dividing the NAVD 88
 LX2610.geopotential number by the normal gravity value computed on the
 LX2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2610.degrees latitude (g = 980.6199 gals.).
 LX2610
 LX2610.The modeled gravity was interpolated from observed gravity values.
 LX2610
 LX2610;                    North         East    Units  Estimated Accuracy
 LX2610;SPC CT       -   249,040.      260,020.      MT  (+/- 180 meters Scaled)
 LX2610
 LX2610                          SUPERSEDED SURVEY CONTROL
 LX2610
 LX2610.No superseded survey control is available for this station.
 LX2610
 LX2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM424181(NAD 83)
 LX2610_MARKER: I = METAL ROD
 LX2610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2610_SP_SET: STAINLESS STEEL ROD
 LX2610_STAMPING: G 79 1985
 LX2610_MARK LOGO: NGS   
 LX2610_PROJECTION: FLUSH
 LX2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2610_ROD/PIPE-DEPTH: 3.5  meters
 LX2610
 LX2610  HISTORY     - Date     Condition        Report By
 LX2610  HISTORY     - 1985     MONUMENTED       NGS
 LX2610
 LX2610                          STATION DESCRIPTION
 LX2610
 LX2610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2610'5.9 KM (3.65 MI) SW FROM BANTAM.
 LX2610'5.9 KM (3.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2610'IN BANTAM TO THE MARK ON THE LEFT, 8.3 METERS (27.5 FT) SOUTHWEST OF
 LX2610'THE CENTER LINE OF THE HIGHWAY, 0.60 METER (2.0 FT) SOUTHWEST OF A
 LX2610'POWER POLE NUMBER 603.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2610'5-INCH LOGO CAP.
 LX2610'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0518 ***********************************************************************
 LX0518  DESIGNATION -  G 8
 LX0518  PID         -  LX0518
 LX0518  STATE/COUNTY-  CT/HARTFORD
 LX0518  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0518
 LX0518                         *CURRENT SURVEY CONTROL
 LX0518  ___________________________________________________________________
 LX0518* NAD 83(1986)-  41 48 12.     (N)    072 39 22.     (W)     SCALED    
 LX0518* NAVD 88     -         8.232  (meters)      27.01   (feet)  ADJUSTED  
 LX0518  ___________________________________________________________________
 LX0518  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX0518  DYNAMIC HT  -           8.230 (meters)      27.00  (feet)  COMP
 LX0518  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 LX0518
 LX0518  VERT ORDER  -  FIRST     CLASS II
 LX0518
 LX0518.The horizontal coordinates were scaled from a topographic map and have
 LX0518.an estimated accuracy of +/- 6 seconds.
 LX0518
 LX0518.The orthometric height was determined by differential leveling
 LX0518.and adjusted by the National Geodetic Survey in June 1991..
 LX0518
 LX0518.The geoid height was determined by GEOID03.
 LX0518
 LX0518.The dynamic height is computed by dividing the NAVD 88
 LX0518.geopotential number by the normal gravity value computed on the
 LX0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0518.degrees latitude (g = 980.6199 gals.).
 LX0518
 LX0518.The modeled gravity was interpolated from observed gravity values.
 LX0518
 LX0518;                    North         East    Units  Estimated Accuracy
 LX0518;SPC CT       -   260,130.      312,600.      MT  (+/- 180 meters Scaled)
 LX0518
 LX0518                          SUPERSEDED SURVEY CONTROL
 LX0518
 LX0518  NGVD 29 (??/??/92)    8.48   (m)           27.8    (f) COMPUTED    1 2
 LX0518
 LX0518.Superseded values are not recommended for survey control.
 LX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0518.See file dsdata.txt to determine how the superseded data were derived.
 LX0518
 LX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM947305(NAD 83)
 LX0518_MARKER: DB = BENCH MARK DISK
 LX0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0518_SP_SET: BRIDGE SEAT
 LX0518_STAMPING: G 8 1923 27.99
 LX0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0518
 LX0518  HISTORY     - Date     Condition        Report By
 LX0518  HISTORY     - 1923     MONUMENTED       CGS
 LX0518  HISTORY     - 1934     GOOD             NGS
 LX0518
 LX0518                          STATION DESCRIPTION
 LX0518
 LX0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0518'AT HARTFORD.
 LX0518'AT HARTFORD, ON THE NYNH AND H RR, ABOUT 3 MILES NE OF THE
 LX0518'STATION, ABOUT 1/2 MILE SW OF THE WILSON AVE. GRADE CROSSING,
 LX0518'AT BRIDGE 39.40 OVER MEADOW BROOK IN THE STONE BRIDGE SEAT AT
 LX0518'THE NE ABUTMENT, 4.8 FT. SE OF THE SE RAIL AND ABOUT 3 FT.
 LX0518'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 27.821 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0519 ***********************************************************************
 LX0519  DESIGNATION -  G 8 RESET
 LX0519  PID         -  LX0519
 LX0519  STATE/COUNTY-  CT/HARTFORD
 LX0519  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0519
 LX0519                         *CURRENT SURVEY CONTROL
 LX0519  ___________________________________________________________________
 LX0519* NAD 83(1986)-  41 48 12.     (N)    072 39 22.     (W)     SCALED    
 LX0519* NAVD 88     -         8.257  (meters)      27.09   (feet)  ADJUSTED  
 LX0519  ___________________________________________________________________
 LX0519  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX0519  DYNAMIC HT  -           8.255 (meters)      27.08  (feet)  COMP
 LX0519  MODELED GRAV-     980,331.0   (mgal)                       NAVD 88
 LX0519
 LX0519  VERT ORDER  -  FIRST     CLASS II
 LX0519
 LX0519.The horizontal coordinates were scaled from a topographic map and have
 LX0519.an estimated accuracy of +/- 6 seconds.
 LX0519
 LX0519.The orthometric height was determined by differential leveling
 LX0519.and adjusted by the National Geodetic Survey in June 1991..
 LX0519
 LX0519.The geoid height was determined by GEOID03.
 LX0519
 LX0519.The dynamic height is computed by dividing the NAVD 88
 LX0519.geopotential number by the normal gravity value computed on the
 LX0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0519.degrees latitude (g = 980.6199 gals.).
 LX0519
 LX0519.The modeled gravity was interpolated from observed gravity values.
 LX0519
 LX0519;                    North         East    Units  Estimated Accuracy
 LX0519;SPC CT       -   260,130.      312,600.      MT  (+/- 180 meters Scaled)
 LX0519
 LX0519                          SUPERSEDED SURVEY CONTROL
 LX0519
 LX0519.No superseded survey control is available for this station.
 LX0519
 LX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM947305(NAD 83)
 LX0519_MARKER: DD = SURVEY DISK
 LX0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0519_SP_SET: BRIDGE SEAT
 LX0519_STAMPING: G 8 RESET 1946
 LX0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0519
 LX0519  HISTORY     - Date     Condition        Report By
 LX0519  HISTORY     - 1946     MONUMENTED       NYNH+H
 LX0519  HISTORY     - 1946     GOOD             NGS
 LX0519  HISTORY     - 1978     GOOD             NGS
 LX0519
 LX0519                          STATION DESCRIPTION
 LX0519
 LX0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 LX0519'2.8 MI N FROM HARTFORD.
 LX0519'2.8 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0519'RAILROAD FROM HARTFORD, HARTFORD COUNTY, 0.4 MILE SOUTH OF WILSON,
 LX0519'AT BRIDGE 39.40 OVER MEADOW BROOK, IN THE SOUTH BRIDGE SEAT, 4.5
 LX0519'FEET EAST OF THE EAST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 LX0519'TRACK.  A STANDARD DISK, STAMPED G 8 RESET 1946.
 LX0519
 LX0519                          STATION RECOVERY (1978)
 LX0519
 LX0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2575 ***********************************************************************
 LX2575  DESIGNATION -  G 80
 LX2575  PID         -  LX2575
 LX2575  STATE/COUNTY-  CT/LITCHFIELD
 LX2575  USGS QUAD   -  WOODBURY (1984)
 LX2575
 LX2575                         *CURRENT SURVEY CONTROL
 LX2575  ___________________________________________________________________
 LX2575* NAD 83(1986)-  41 34 14.     (N)    073 13 46.     (W)     SCALED    
 LX2575* NAVD 88     -       100.293  (meters)     329.04   (feet)  ADJUSTED  
 LX2575  ___________________________________________________________________
 LX2575  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX2575  DYNAMIC HT  -         100.260 (meters)     328.94  (feet)  COMP
 LX2575  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 LX2575
 LX2575  VERT ORDER  -  FIRST     CLASS II
 LX2575
 LX2575.The horizontal coordinates were scaled from a topographic map and have
 LX2575.an estimated accuracy of +/- 6 seconds.
 LX2575
 LX2575.The orthometric height was determined by differential leveling
 LX2575.and adjusted by the National Geodetic Survey in June 1991..
 LX2575
 LX2575.The geoid height was determined by GEOID03.
 LX2575
 LX2575.The dynamic height is computed by dividing the NAVD 88
 LX2575.geopotential number by the normal gravity value computed on the
 LX2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2575.degrees latitude (g = 980.6199 gals.).
 LX2575
 LX2575.The modeled gravity was interpolated from observed gravity values.
 LX2575
 LX2575;                    North         East    Units  Estimated Accuracy
 LX2575;SPC CT       -   234,390.      264,810.      MT  (+/- 180 meters Scaled)
 LX2575
 LX2575                          SUPERSEDED SURVEY CONTROL
 LX2575
 LX2575.No superseded survey control is available for this station.
 LX2575
 LX2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM476036(NAD 83)
 LX2575_MARKER: DB = BENCH MARK DISK
 LX2575_SETTING: 66 = SET IN ROCK OUTCROP
 LX2575_SP_SET: ROCK OUTCROP
 LX2575_STAMPING: G 80 1985
 LX2575_MARK LOGO: NGS   
 LX2575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2575+STABILITY: POSITION/ELEVATION WELL
 LX2575
 LX2575  HISTORY     - Date     Condition        Report By
 LX2575  HISTORY     - 1985     MONUMENTED       NGS
 LX2575
 LX2575                          STATION DESCRIPTION
 LX2575
 LX2575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2575'3.4 KM (2.1 MI) NORTH FROM WOODBURY.
 LX2575'3.4 KM (2.1 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 LX2575'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE RIGHT, 6.6 METERS
 LX2575'(21.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.8 METERS
 LX2575'(42.0 FT) NORTHWEST OF POWER POLE W28.
 LX2575'THE MARK IS 1.5 METERS  NE FROM  A WITNESS POST
 LX2575'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2399 ***********************************************************************
 LX2399  DESIGNATION -  G 81
 LX2399  PID         -  LX2399
 LX2399  STATE/COUNTY-  CT/NEW HAVEN
 LX2399  USGS QUAD   -  WOODBURY (1984)
 LX2399
 LX2399                         *CURRENT SURVEY CONTROL
 LX2399  ___________________________________________________________________
 LX2399* NAD 83(1986)-  41 30 37.     (N)    073 08 37.     (W)     SCALED    
 LX2399* NAVD 88     -       198.314  (meters)     650.64   (feet)  ADJUSTED  
 LX2399  ___________________________________________________________________
 LX2399  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2399  DYNAMIC HT  -         198.248 (meters)     650.42  (feet)  COMP
 LX2399  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LX2399
 LX2399  VERT ORDER  -  FIRST     CLASS II
 LX2399
 LX2399.The horizontal coordinates were scaled from a topographic map and have
 LX2399.an estimated accuracy of +/- 6 seconds.
 LX2399
 LX2399.The orthometric height was determined by differential leveling
 LX2399.and adjusted by the National Geodetic Survey in June 1991..
 LX2399
 LX2399.The geoid height was determined by GEOID03.
 LX2399
 LX2399.The dynamic height is computed by dividing the NAVD 88
 LX2399.geopotential number by the normal gravity value computed on the
 LX2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2399.degrees latitude (g = 980.6199 gals.).
 LX2399
 LX2399.The modeled gravity was interpolated from observed gravity values.
 LX2399
 LX2399;                    North         East    Units  Estimated Accuracy
 LX2399;SPC CT       -   227,660.      271,940.      MT  (+/- 180 meters Scaled)
 LX2399
 LX2399                          SUPERSEDED SURVEY CONTROL
 LX2399
 LX2399.No superseded survey control is available for this station.
 LX2399
 LX2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL549970(NAD 83)
 LX2399_MARKER: I = METAL ROD
 LX2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2399_SP_SET: STAINLESS STEEL ROD
 LX2399_STAMPING: G 81 1985
 LX2399_MARK LOGO: NGS   
 LX2399_PROJECTION: FLUSH
 LX2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2399_ROD/PIPE-DEPTH: 3.5  meters
 LX2399
 LX2399  HISTORY     - Date     Condition        Report By
 LX2399  HISTORY     - 1985     MONUMENTED       NGS
 LX2399
 LX2399                          STATION DESCRIPTION
 LX2399
 LX2399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2399'IN MIDDLEBURY.
 LX2399'IN MIDDLEBURY, 1.9 KM (1.2 MI) NORTHEAST ALONG STATE HIGHWAY 188 FROM
 LX2399'THE MIDDLEBURY - SOUTHBURY TOWN LINE TO THE INTERSECTION OF CHRISTIAN
 LX2399'ROAD AND THE MARK ON THE RIGHT, IN THE SOUTHEAST ANGLE OF THE
 LX2399'INTERSECTION, 6.70 METERS (22.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2399'HIGHWAY, 7.19 METERS (23.6 FT) NORTHEAST OF THE CENTER OF CHRISTIAN
 LX2399'ROAD, 0.82 METER (2.7 FT) NORTHEAST OF A SIGN (OXFORD AIRPORT - LAKE
 LX2399'QUASSAPAUG STATE PARK).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2399'5-INCH LOGO CAP.
 LX2399'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2834 ***********************************************************************
 LX2834  DESIGNATION -  G 82
 LX2834  PID         -  LX2834
 LX2834  STATE/COUNTY-  CT/NEW HAVEN
 LX2834  USGS QUAD   -  GUILFORD (1984)
 LX2834
 LX2834                         *CURRENT SURVEY CONTROL
 LX2834  ___________________________________________________________________
 LX2834* NAD 83(1986)-  41 20 41.     (N)    072 37 50.     (W)     SCALED    
 LX2834* NAVD 88     -        93.348  (meters)     306.26   (feet)  ADJUSTED  
 LX2834  ___________________________________________________________________
 LX2834  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX2834  DYNAMIC HT  -          93.316 (meters)     306.15  (feet)  COMP
 LX2834  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX2834
 LX2834  VERT ORDER  -  FIRST     CLASS II
 LX2834
 LX2834.The horizontal coordinates were scaled from a topographic map and have
 LX2834.an estimated accuracy of +/- 6 seconds.
 LX2834
 LX2834.The orthometric height was determined by differential leveling
 LX2834.and adjusted by the National Geodetic Survey in June 1991..
 LX2834
 LX2834.The geoid height was determined by GEOID03.
 LX2834
 LX2834.The dynamic height is computed by dividing the NAVD 88
 LX2834.geopotential number by the normal gravity value computed on the
 LX2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2834.degrees latitude (g = 980.6199 gals.).
 LX2834
 LX2834.The modeled gravity was interpolated from observed gravity values.
 LX2834
 LX2834;                    North         East    Units  Estimated Accuracy
 LX2834;SPC CT       -   209,200.      314,800.      MT  (+/- 180 meters Scaled)
 LX2834
 LX2834                          SUPERSEDED SURVEY CONTROL
 LX2834
 LX2834.No superseded survey control is available for this station.
 LX2834
 LX2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL982797(NAD 83)
 LX2834_MARKER: DB = BENCH MARK DISK
 LX2834_SETTING: 66 = SET IN ROCK OUTCROP
 LX2834_SP_SET: ROCK OUTCROP
 LX2834_STAMPING: G 82 1985
 LX2834_MARK LOGO: NGS   
 LX2834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2834+STABILITY: POSITION/ELEVATION WELL
 LX2834
 LX2834  HISTORY     - Date     Condition        Report By
 LX2834  HISTORY     - 1985     MONUMENTED       NGS
 LX2834  HISTORY     - 19910407 GOOD             USPSQD
 LX2834  HISTORY     - 19950728 GOOD             USPSQD
 LX2834
 LX2834                          STATION DESCRIPTION
 LX2834
 LX2834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2834'1.7 KM (1.05 MI) SE FROM NORTH MADISON.
 LX2834'1.7 KM (1.05 MI) SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 LX2834'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE LEFT, 0.1 KM
 LX2834'(0.05 MI) SOUTHEAST OF THE ENTRANCE TO LEGEND HILL ESTATE, 8.99 METERS
 LX2834'(29.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.07 METERS
 LX2834'(56.0 FT) SOUTHEAST OF A 61-CM (24-INCH) OAK TREE.
 LX2834'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX2834
 LX2834                          STATION RECOVERY (1991)
 LX2834
 LX2834'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2834'RECOVERED IN GOOD CONDITION.
 LX2834
 LX2834                          STATION RECOVERY (1995)
 LX2834
 LX2834'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2790 ***********************************************************************
 LX2790  DESIGNATION -  G 83
 LX2790  PID         -  LX2790
 LX2790  STATE/COUNTY-  CT/HARTFORD
 LX2790  USGS QUAD   -  BRISTOL (1984)
 LX2790
 LX2790                         *CURRENT SURVEY CONTROL
 LX2790  ___________________________________________________________________
 LX2790* NAD 83(1986)-  41 41 30.     (N)    072 55 10.     (W)     SCALED    
 LX2790* NAVD 88     -        80.236  (meters)     263.24   (feet)  ADJUSTED  
 LX2790  ___________________________________________________________________
 LX2790  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2790  DYNAMIC HT  -          80.212 (meters)     263.16  (feet)  COMP
 LX2790  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 LX2790
 LX2790  VERT ORDER  -  FIRST     CLASS II
 LX2790
 LX2790.The horizontal coordinates were scaled from a topographic map and have
 LX2790.an estimated accuracy of +/- 6 seconds.
 LX2790
 LX2790.The orthometric height was determined by differential leveling
 LX2790.and adjusted by the National Geodetic Survey in June 1991..
 LX2790
 LX2790.The geoid height was determined by GEOID03.
 LX2790
 LX2790.The dynamic height is computed by dividing the NAVD 88
 LX2790.geopotential number by the normal gravity value computed on the
 LX2790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2790.degrees latitude (g = 980.6199 gals.).
 LX2790
 LX2790.The modeled gravity was interpolated from observed gravity values.
 LX2790
 LX2790;                    North         East    Units  Estimated Accuracy
 LX2790;SPC CT       -   247,740.      290,700.      MT  (+/- 180 meters Scaled)
 LX2790
 LX2790                          SUPERSEDED SURVEY CONTROL
 LX2790
 LX2790.No superseded survey control is available for this station.
 LX2790
 LX2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM731176(NAD 83)
 LX2790_MARKER: I = METAL ROD
 LX2790_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2790_SP_SET: STAINLESS STEEL ROD
 LX2790_STAMPING: G 83 1985
 LX2790_MARK LOGO: NGS   
 LX2790_PROJECTION: FLUSH
 LX2790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2790_ROD/PIPE-DEPTH: 13.4 meters
 LX2790
 LX2790  HISTORY     - Date     Condition        Report By
 LX2790  HISTORY     - 1985     MONUMENTED       NGS
 LX2790
 LX2790                          STATION DESCRIPTION
 LX2790
 LX2790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2790'IN BRISTOL.
 LX2790'IN BRISTOL, 2.8 KM (1.75 MI) EAST ALONG U.S. HIGHWAY 6, (FARMINGTON
 LX2790'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 69 SOUTH TO THE MARK ON THE
 LX2790'LEFT AT THE ENTRANCE AND EXIT TO A PARKING LOT FOR THE BRISTOL PLAZA.
 LX2790'9.57 METERS (31.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CURB OF THE
 LX2790'HIGHWAY, 29.87 METERS (98.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF
 LX2790'FENWAY AVENUE, 8.38 METERS (27.5 FT) NORTHEAST OF THE CENTER OF A
 LX2790'BITUMINOUS DRIVE TO A PARKING LOT AND 1.13 METERS (3.7 FT)
 LX2790'NORTH-NORTHEAST OF THE NORTHEAST END OF A CHAIN LINK FENCE.
 LX2790'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2790'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2645 ***********************************************************************
 LX2645  DESIGNATION -  G 84
 LX2645  PID         -  LX2645
 LX2645  STATE/COUNTY-  CT/MIDDLESEX
 LX2645  USGS QUAD   -  HADDAM (1971)
 LX2645
 LX2645                         *CURRENT SURVEY CONTROL
 LX2645  ___________________________________________________________________
 LX2645* NAD 83(1986)-  41 23 20.     (N)    072 31 22.     (W)     SCALED    
 LX2645* NAVD 88     -       124.652  (meters)     408.96   (feet)  ADJUSTED  
 LX2645  ___________________________________________________________________
 LX2645  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2645  DYNAMIC HT  -         124.608 (meters)     408.82  (feet)  COMP
 LX2645  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 LX2645
 LX2645  VERT ORDER  -  FIRST     CLASS II
 LX2645
 LX2645.The horizontal coordinates were scaled from a topographic map and have
 LX2645.an estimated accuracy of +/- 6 seconds.
 LX2645
 LX2645.The orthometric height was determined by differential leveling
 LX2645.and adjusted by the National Geodetic Survey in June 1991..
 LX2645
 LX2645.The geoid height was determined by GEOID03.
 LX2645
 LX2645.The dynamic height is computed by dividing the NAVD 88
 LX2645.geopotential number by the normal gravity value computed on the
 LX2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2645.degrees latitude (g = 980.6199 gals.).
 LX2645
 LX2645.The modeled gravity was interpolated from observed gravity values.
 LX2645
 LX2645;                    North         East    Units  Estimated Accuracy
 LX2645;SPC CT       -   214,120.      323,810.      MT  (+/- 180 meters Scaled)
 LX2645
 LX2645                          SUPERSEDED SURVEY CONTROL
 LX2645
 LX2645.No superseded survey control is available for this station.
 LX2645
 LX2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL071848(NAD 83)
 LX2645_MARKER: DB = BENCH MARK DISK
 LX2645_SETTING: 66 = SET IN ROCK OUTCROP
 LX2645_SP_SET: ROCK OUTCROP
 LX2645_STAMPING: G 84 1985
 LX2645_MARK LOGO: NGS   
 LX2645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2645+STABILITY: POSITION/ELEVATION WELL
 LX2645
 LX2645  HISTORY     - Date     Condition        Report By
 LX2645  HISTORY     - 1985     MONUMENTED       NGS
 LX2645  HISTORY     - 19950730 GOOD             USPSQD
 LX2645
 LX2645                          STATION DESCRIPTION
 LX2645
 LX2645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2645'6.6 KM (4.1 MI) WEST FROM CHESTER.
 LX2645'6.6 KM (4.1 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2645'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE LEFT, 5.2 METERS (16.9
 LX2645'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6.6 METERS (21.7 FT)
 LX2645'NORTHWEST OF POWER POLE 505.
 LX2645'THE MARK IS 1.4 METERS  E FROM  A WITNESS POST
 LX2645'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LX2645
 LX2645                          STATION RECOVERY (1995)
 LX2645
 LX2645'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3001 ***********************************************************************
 LX3001  DESIGNATION -  G 85
 LX3001  PID         -  LX3001
 LX3001  STATE/COUNTY-  CT/WINDHAM
 LX3001  USGS QUAD   -  WESTFORD (1983)
 LX3001
 LX3001                         *CURRENT SURVEY CONTROL
 LX3001  ___________________________________________________________________
 LX3001* NAD 83(1986)-  41 55 33.     (N)    072 11 35.     (W)     SCALED    
 LX3001* NAVD 88     -       282.957  (meters)     928.33   (feet)  ADJUSTED  
 LX3001  ___________________________________________________________________
 LX3001  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX3001  DYNAMIC HT  -         282.863 (meters)     928.03  (feet)  COMP
 LX3001  MODELED GRAV-     980,282.7   (mgal)                       NAVD 88
 LX3001
 LX3001  VERT ORDER  -  FIRST     CLASS II
 LX3001
 LX3001.The horizontal coordinates were scaled from a topographic map and have
 LX3001.an estimated accuracy of +/- 6 seconds.
 LX3001
 LX3001.The orthometric height was determined by differential leveling
 LX3001.and adjusted by the National Geodetic Survey in June 1991..
 LX3001
 LX3001.The geoid height was determined by GEOID03.
 LX3001
 LX3001.The dynamic height is computed by dividing the NAVD 88
 LX3001.geopotential number by the normal gravity value computed on the
 LX3001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3001.degrees latitude (g = 980.6199 gals.).
 LX3001
 LX3001.The modeled gravity was interpolated from observed gravity values.
 LX3001
 LX3001;                    North         East    Units  Estimated Accuracy
 LX3001;SPC CT       -   273,880.      351,000.      MT  (+/- 180 meters Scaled)
 LX3001
 LX3001                          SUPERSEDED SURVEY CONTROL
 LX3001
 LX3001.No superseded survey control is available for this station.
 LX3001
 LX3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327453(NAD 83)
 LX3001_MARKER: DB = BENCH MARK DISK
 LX3001_SETTING: 66 = SET IN ROCK OUTCROP
 LX3001_SP_SET: ROCK OUTCROP
 LX3001_STAMPING: G 85 1986
 LX3001_MARK LOGO: NGS   
 LX3001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3001+STABILITY: POSITION/ELEVATION WELL
 LX3001
 LX3001  HISTORY     - Date     Condition        Report By
 LX3001  HISTORY     - 1986     MONUMENTED       NGS
 LX3001  HISTORY     - 20031001 GOOD             INDIV
 LX3001
 LX3001                          STATION DESCRIPTION
 LX3001
 LX3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3001'10.7 KM (6.65 MI) WEST FROM UNION.
 LX3001'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX3001'CHURCH OF UNION IN UNION, THENCE 6.03 KM (3.75 MI) SOUTH ALONG STATE
 LX3001'HIGHWAY 89 TO THE MARK ON THE RIGHT.  IT IS 7.01 METERS (23.0 FT) WEST
 LX3001'OF THE CENTERLINE OF HIGHWAY, 33.53 METERS (110.0 FT) NORTH OF C L
 LX3001'AND P POLE NO. 96 AND 12.04 METERS (39.5 FT) SOUTH OF C L AND P POLE
 LX3001'NO. 692 WITH ONE TRANSFORMER AND TWO GUY WIRES GOING TO ONE ANCHOR.
 LX3001'THE MARK IS 0.48 M ABOVE HIGHWAY.
 LX3001
 LX3001                          STATION RECOVERY (2003)
 LX3001
 LX3001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3001'FROM MY NOTES AND THE PICTURE OF THE STATION I THINK THAT THIS STATION
 LX3001'HAS A TYPO OF THE DISK NUMBER. THE NUMBER ON THE  DISK IS 5353 NOT
 LX3001'5253. PICTURE IS ON THE GEOCACHE BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2919 ***********************************************************************
 LX2919  DESIGNATION -  G 86
 LX2919  PID         -  LX2919
 LX2919  STATE/COUNTY-  CT/TOLLAND
 LX2919  USGS QUAD   -  COVENTRY (1983)
 LX2919
 LX2919                         *CURRENT SURVEY CONTROL
 LX2919  ___________________________________________________________________
 LX2919* NAD 83(1986)-  41 51 23.     (N)    072 20 46.     (W)     SCALED    
 LX2919* NAVD 88     -       201.075  (meters)     659.69   (feet)  ADJUSTED  
 LX2919  ___________________________________________________________________
 LX2919  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX2919  DYNAMIC HT  -         201.007 (meters)     659.47  (feet)  COMP
 LX2919  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX2919
 LX2919  VERT ORDER  -  FIRST     CLASS II
 LX2919
 LX2919.The horizontal coordinates were scaled from a topographic map and have
 LX2919.an estimated accuracy of +/- 6 seconds.
 LX2919
 LX2919.The orthometric height was determined by differential leveling
 LX2919.and adjusted by the National Geodetic Survey in June 1991..
 LX2919
 LX2919.The geoid height was determined by GEOID03.
 LX2919
 LX2919.The dynamic height is computed by dividing the NAVD 88
 LX2919.geopotential number by the normal gravity value computed on the
 LX2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2919.degrees latitude (g = 980.6199 gals.).
 LX2919
 LX2919.The modeled gravity was interpolated from observed gravity values.
 LX2919
 LX2919;                    North         East    Units  Estimated Accuracy
 LX2919;SPC CT       -   266,100.      338,340.      MT  (+/- 180 meters Scaled)
 LX2919
 LX2919                          SUPERSEDED SURVEY CONTROL
 LX2919
 LX2919.No superseded survey control is available for this station.
 LX2919
 LX2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM202372(NAD 83)
 LX2919_MARKER: DB = BENCH MARK DISK
 LX2919_SETTING: 66 = SET IN ROCK OUTCROP
 LX2919_SP_SET: ROCK OUTCROP
 LX2919_STAMPING: G 86 1986
 LX2919_MARK LOGO: NGS   
 LX2919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2919+STABILITY: POSITION/ELEVATION WELL
 LX2919
 LX2919  HISTORY     - Date     Condition        Report By
 LX2919  HISTORY     - 1986     MONUMENTED       NGS
 LX2919
 LX2919                          STATION DESCRIPTION
 LX2919
 LX2919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2919'3.1 KM (1.9 MI) SE FROM TOLLAND.
 LX2919'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2919'IN TOLLAND, THENCE 2.57 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 195
 LX2919'TO THE MARK ON THE RIGHT.  IT IS 10.58 METERS (34.7 FT) SOUTHWEST OF
 LX2919'THE CENTERLINE OF THE HIGHWAY, 19.72 METERS (64.7 FT) SOUTH OF SNET
 LX2919'POLE NO. 836 WITH A STREET LAMP AND TRANSFORMER AND 3.60 METERS (11.8
 LX2919'FT) NORTH OF THE EAST LEG OF THE EASTERN DRILL COMPANY SIGN.
 LX2919'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2971 ***********************************************************************
 LX2971  DESIGNATION -  G 87
 LX2971  PID         -  LX2971
 LX2971  STATE/COUNTY-  CT/TOLLAND
 LX2971  USGS QUAD   -  COVENTRY (1983)
 LX2971
 LX2971                         *CURRENT SURVEY CONTROL
 LX2971  ___________________________________________________________________
 LX2971* NAD 83(1986)-  41 49 16.     (N)    072 17 01.     (W)     SCALED    
 LX2971* NAVD 88     -       168.237  (meters)     551.96   (feet)  ADJUSTED  
 LX2971  ___________________________________________________________________
 LX2971  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX2971  DYNAMIC HT  -         168.181 (meters)     551.77  (feet)  COMP
 LX2971  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LX2971
 LX2971  VERT ORDER  -  FIRST     CLASS II
 LX2971
 LX2971.The horizontal coordinates were scaled from a topographic map and have
 LX2971.an estimated accuracy of +/- 6 seconds.
 LX2971
 LX2971.The orthometric height was determined by differential leveling
 LX2971.and adjusted by the National Geodetic Survey in June 1991..
 LX2971
 LX2971.The geoid height was determined by GEOID03.
 LX2971
 LX2971.The dynamic height is computed by dividing the NAVD 88
 LX2971.geopotential number by the normal gravity value computed on the
 LX2971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2971.degrees latitude (g = 980.6199 gals.).
 LX2971
 LX2971.The modeled gravity was interpolated from observed gravity values.
 LX2971
 LX2971;                    North         East    Units  Estimated Accuracy
 LX2971;SPC CT       -   262,210.      343,550.      MT  (+/- 180 meters Scaled)
 LX2971
 LX2971                          SUPERSEDED SURVEY CONTROL
 LX2971
 LX2971.No superseded survey control is available for this station.
 LX2971
 LX2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM256334(NAD 83)
 LX2971_MARKER: DB = BENCH MARK DISK
 LX2971_SETTING: 66 = SET IN ROCK OUTCROP
 LX2971_SP_SET: ROCK OUTCROP
 LX2971_STAMPING: G 87 1986
 LX2971_MARK LOGO: NGS   
 LX2971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2971+STABILITY: POSITION/ELEVATION WELL
 LX2971
 LX2971  HISTORY     - Date     Condition        Report By
 LX2971  HISTORY     - 1986     MONUMENTED       NGS
 LX2971
 LX2971                          STATION DESCRIPTION
 LX2971
 LX2971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2971'3.3 KM (2.05 MI) NE FROM MANSFIELD DEPOT.
 LX2971'3.3 KM (2.05 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2971'IN MANSFIELD DEPOT TO THE MARK ON THE RIGHT.  IT IS 7.01 METERS (23.0
 LX2971'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.91 METERS (32.5 FT)
 LX2971'NORTHEAST OF UTILITY POLE NO. 1587 AND 1.04 METERS (3.4 FT) SOUTHEAST
 LX2971'OF THE SOUTHWEST POINT OF THE ROCK OUTCROP.
 LX2971'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2971'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1788 ***********************************************************************
 LW1788  DESIGNATION -  G 88
 LW1788  PID         -  LW1788
 LW1788  STATE/COUNTY-  CT/WINDHAM
 LW1788  USGS QUAD   -  PUTNAM (1970)
 LW1788
 LW1788                         *CURRENT SURVEY CONTROL
 LW1788  ___________________________________________________________________
 LW1788* NAD 83(1986)-  41 57 57.     (N)    071 53 19.     (W)     SCALED    
 LW1788* NAVD 88     -        98.916  (meters)     324.53   (feet)  ADJUSTED  
 LW1788  ___________________________________________________________________
 LW1788  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW1788  DYNAMIC HT  -          98.884 (meters)     324.42  (feet)  COMP
 LW1788  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LW1788
 LW1788  VERT ORDER  -  FIRST     CLASS II
 LW1788
 LW1788.The horizontal coordinates were scaled from a topographic map and have
 LW1788.an estimated accuracy of +/- 6 seconds.
 LW1788
 LW1788.The orthometric height was determined by differential leveling
 LW1788.and adjusted by the National Geodetic Survey in June 1991..
 LW1788
 LW1788.The geoid height was determined by GEOID03.
 LW1788
 LW1788.The dynamic height is computed by dividing the NAVD 88
 LW1788.geopotential number by the normal gravity value computed on the
 LW1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1788.degrees latitude (g = 980.6199 gals.).
 LW1788
 LW1788.The modeled gravity was interpolated from observed gravity values.
 LW1788
 LW1788;                    North         East    Units  Estimated Accuracy
 LW1788;SPC CT       -   278,530.      376,210.      MT  (+/- 180 meters Scaled)
 LW1788
 LW1788                          SUPERSEDED SURVEY CONTROL
 LW1788
 LW1788.No superseded survey control is available for this station.
 LW1788
 LW1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG606500(NAD 83)
 LW1788_MARKER: DB = BENCH MARK DISK
 LW1788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1788_SP_SET: WINGWALL
 LW1788_STAMPING: G 88 1986
 LW1788_MARK LOGO: NGS   
 LW1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1788+STABILITY: SURFACE MOTION
 LW1788
 LW1788  HISTORY     - Date     Condition        Report By
 LW1788  HISTORY     - 1986     MONUMENTED       NGS
 LW1788  HISTORY     - 19961207 GOOD             USPSQD
 LW1788
 LW1788                          STATION DESCRIPTION
 LW1788
 LW1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1788'0.4 KM (0.25 MI) SOUTH FROM GROSVENOR.
 LW1788'0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1788'STATE HIGHWAY 200 IN GROSVENOR TO THE MARK ON THE RIGHT IN TOP OF THE
 LW1788'SOUTHWEST WINGWALL OF A SMALL BRIDGE OVER SUNSET HILL BROOK.  IT
 LW1788'IS 4.72 METERS (15.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY
 LW1788'AND 0.18 METERS (0.6 FT) SOUTHWEST OF THE SOUTHEAST END OF THE
 LW1788'SOUTHWEST CONCRETE GUARDRAIL OF THE BRIDGE.
 LW1788'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1788
 LW1788                          STATION RECOVERY (1996)
 LW1788
 LW1788'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1828 ***********************************************************************
 LW1828  DESIGNATION -  G 89
 LW1828  PID         -  LW1828
 LW1828  STATE/COUNTY-  CT/NEW LONDON
 LW1828  USGS QUAD   -  VOLUNTOWN (1975)
 LW1828
 LW1828                         *CURRENT SURVEY CONTROL
 LW1828  ___________________________________________________________________
 LW1828* NAD 83(1986)-  41 33 57.     (N)    071 52 06.     (W)     SCALED    
 LW1828* NAVD 88     -        87.746  (meters)     287.88   (feet)  ADJUSTED  
 LW1828  ___________________________________________________________________
 LW1828  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW1828  DYNAMIC HT  -          87.714 (meters)     287.77  (feet)  COMP
 LW1828  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 LW1828
 LW1828  VERT ORDER  -  FIRST     CLASS II
 LW1828
 LW1828.The horizontal coordinates were scaled from a topographic map and have
 LW1828.an estimated accuracy of +/- 6 seconds.
 LW1828
 LW1828.The orthometric height was determined by differential leveling
 LW1828.and adjusted by the National Geodetic Survey in June 1991..
 LW1828
 LW1828.The geoid height was determined by GEOID03.
 LW1828
 LW1828.The dynamic height is computed by dividing the NAVD 88
 LW1828.geopotential number by the normal gravity value computed on the
 LW1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1828.degrees latitude (g = 980.6199 gals.).
 LW1828
 LW1828.The modeled gravity was interpolated from observed gravity values.
 LW1828
 LW1828;                    North         East    Units  Estimated Accuracy
 LW1828;SPC CT       -   234,130.      378,340.      MT  (+/- 180 meters Scaled)
 LW1828
 LW1828                          SUPERSEDED SURVEY CONTROL
 LW1828
 LW1828.No superseded survey control is available for this station.
 LW1828
 LW1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG608055(NAD 83)
 LW1828_MARKER: DB = BENCH MARK DISK
 LW1828_SETTING: 66 = SET IN ROCK OUTCROP
 LW1828_SP_SET: ROCK OUTCROP
 LW1828_STAMPING: G 89 1986
 LW1828_MARK LOGO: NGS   
 LW1828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1828+STABILITY: POSITION/ELEVATION WELL
 LW1828
 LW1828  HISTORY     - Date     Condition        Report By
 LW1828  HISTORY     - 1986     MONUMENTED       NGS
 LW1828
 LW1828                          STATION DESCRIPTION
 LW1828
 LW1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1828'1.1 KM (0.7 MI) SW FROM VOLUNTOWN.
 LW1828'1.1 KM (0.7 MI) SOUTHWEST ALONG STATE HIGHWAY 165 FROM THE JUNCTION OF
 LW1828'STATE HIGHWAY 49 SOUTH IN VOLUNTOWN TO THE MARK ON THE RIGHT AND
 LW1828'ACROSS HIGHWAY FROM THE VOLUNTOWN FIRE CO. IN EXPOSED ROCK OUTCROP
 LW1828'MEASURING 7 X 7 FEET AND PROJECTING 0.61 METER (2.0 FT) ABOVE LEVEL OF
 LW1828'THE GROUND AND ON THE PROPERTY OF MR. ALFRED M. JOLIN.  IT IS 17.83
 LW1828'METERS (58.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.34
 LW1828'METERS (37.2 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. JOLINS
 LW1828'HOUSE AND 3.66 METERS (12.0 FT) NORTH-NORTHEAST OF THE CENTER OF A
 LW1828'BITUMINOUS DRIVE LEADING TO A TWO CAR GARAGE.
 LW1828'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3345 ***********************************************************************
 LX3345  DESIGNATION -  G 90
 LX3345  PID         -  LX3345
 LX3345  STATE/COUNTY-  CT/NEW LONDON
 LX3345  USGS QUAD   -  DEEP RIVER (1971)
 LX3345
 LX3345                         *CURRENT SURVEY CONTROL
 LX3345  ___________________________________________________________________
 LX3345* NAD 83(1986)-  41 25 15.     (N)    072 24 39.     (W)     SCALED    
 LX3345* NAVD 88     -        16.972  (meters)      55.68   (feet)  ADJUSTED  
 LX3345  ___________________________________________________________________
 LX3345  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX3345  DYNAMIC HT  -          16.966 (meters)      55.66  (feet)  COMP
 LX3345  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX3345
 LX3345  VERT ORDER  -  FIRST     CLASS II
 LX3345
 LX3345.The horizontal coordinates were scaled from a topographic map and have
 LX3345.an estimated accuracy of +/- 6 seconds.
 LX3345
 LX3345.The orthometric height was determined by differential leveling
 LX3345.and adjusted by the National Geodetic Survey in June 1991..
 LX3345
 LX3345.The geoid height was determined by GEOID03.
 LX3345
 LX3345.The dynamic height is computed by dividing the NAVD 88
 LX3345.geopotential number by the normal gravity value computed on the
 LX3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3345.degrees latitude (g = 980.6199 gals.).
 LX3345
 LX3345.The modeled gravity was interpolated from observed gravity values.
 LX3345
 LX3345;                    North         East    Units  Estimated Accuracy
 LX3345;SPC CT       -   217,700.      333,150.      MT  (+/- 180 meters Scaled)
 LX3345
 LX3345                          SUPERSEDED SURVEY CONTROL
 LX3345
 LX3345.No superseded survey control is available for this station.
 LX3345
 LX3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL163887(NAD 83)
 LX3345_MARKER: I = METAL ROD
 LX3345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3345_SP_SET: STAINLESS STEEL ROD
 LX3345_STAMPING: G 90 1986
 LX3345_MARK LOGO: NGS   
 LX3345_PROJECTION: FLUSH
 LX3345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3345+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 LX3345_ROD/PIPE-DEPTH: 4.7  meters
 LX3345
 LX3345  HISTORY     - Date     Condition        Report By
 LX3345  HISTORY     - 1986     MONUMENTED       NGS
 LX3345  HISTORY     - 1989     GOOD             USPSQD
 LX3345  HISTORY     - 1990     GOOD             USPSQD
 LX3345  HISTORY     - 20040901 GOOD             USPSQD
 LX3345
 LX3345                          STATION DESCRIPTION
 LX3345
 LX3345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3345'1.0 KM (0.65 MI) SW FROM HADLYME.
 LX3345'1.0 KM (0.65 MI) SOUTHWEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION
 LX3345'OF STATE HIGHWAY 82 IN HADLYME TO THE INTERSECTION OF JOSHUATOWN ROAD
 LX3345'AND DAY HILL ROAD AND THE MARK ON THE LEFT IN A TRIANGULAR GREEN
 LX3345'FORMED BY THE JUNCTION OF JOSHUATOWN ROAD.  IT IS 4.08 METERS (13.4
 LX3345'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.02 METERS
 LX3345'(9.9 FT) SOUTHEAST OF UTILITY POLE NO. 149 WITH ONE GUY WIRE AND
 LX3345'STREET LAMP, 1.74 METERS (5.7 FT) NORTH-NORTHEAST OF A STOP SIGN AND
 LX3345'1.61 METERS (5.3 FT) NORTHEAST OF STATE HIGHWAY MARKER 148.
 LX3345'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3345'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3345
 LX3345                          STATION RECOVERY (1989)
 LX3345
 LX3345'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3345'RECOVERED IN GOOD CONDITION.
 LX3345
 LX3345                          STATION RECOVERY (1990)
 LX3345
 LX3345'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3345'RECOVERED IN GOOD CONDITION.
 LX3345
 LX3345                          STATION RECOVERY (2004)
 LX3345
 LX3345'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX3345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3135 ***********************************************************************
 LX3135  DESIGNATION -  G 91
 LX3135  PID         -  LX3135
 LX3135  STATE/COUNTY-  CT/HARTFORD
 LX3135  USGS QUAD   -  GLASTONBURY (1992)
 LX3135
 LX3135                         *CURRENT SURVEY CONTROL
 LX3135  ___________________________________________________________________
 LX3135* NAD 83(1986)-  41 41 56.     (N)    072 36 26.     (W)     SCALED    
 LX3135* NAVD 88     -         7.484  (meters)      24.55   (feet)  ADJUSTED  
 LX3135  ___________________________________________________________________
 LX3135  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX3135  DYNAMIC HT  -           7.481 (meters)      24.54  (feet)  COMP
 LX3135  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 LX3135
 LX3135  VERT ORDER  -  FIRST     CLASS II
 LX3135
 LX3135.The horizontal coordinates were scaled from a topographic map and have
 LX3135.an estimated accuracy of +/- 6 seconds.
 LX3135
 LX3135.The orthometric height was determined by differential leveling
 LX3135.and adjusted by the National Geodetic Survey in June 1991..
 LX3135
 LX3135.The geoid height was determined by GEOID03.
 LX3135
 LX3135.The dynamic height is computed by dividing the NAVD 88
 LX3135.geopotential number by the normal gravity value computed on the
 LX3135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3135.degrees latitude (g = 980.6199 gals.).
 LX3135
 LX3135.The modeled gravity was interpolated from observed gravity values.
 LX3135
 LX3135;                    North         East    Units  Estimated Accuracy
 LX3135;SPC CT       -   248,540.      316,690.      MT  (+/- 180 meters Scaled)
 LX3135
 LX3135                          SUPERSEDED SURVEY CONTROL
 LX3135
 LX3135.No superseded survey control is available for this station.
 LX3135
 LX3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM991191(NAD 83)
 LX3135_MARKER: I = METAL ROD
 LX3135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3135_SP_SET: STAINLESS STEEL ROD
 LX3135_STAMPING: G 91 1986
 LX3135_MARK LOGO: NGS   
 LX3135_PROJECTION: FLUSH
 LX3135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3135_ROD/PIPE-DEPTH: 18.2 meters
 LX3135
 LX3135  HISTORY     - Date     Condition        Report By
 LX3135  HISTORY     - 1986     MONUMENTED       NGS
 LX3135
 LX3135                          STATION DESCRIPTION
 LX3135
 LX3135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3135'IN GLASTONBURY.
 LX3135'1.4 KM (0.95 MI) SOUTH ALONG MAIN STREET FROM ITS JUNCTION WITH HEBRON
 LX3135'AVENUE TO THE MARK ON THE LEFT AND ACROSS MAIN STREET FROM HOUSE NO.
 LX3135'1905.  IT IS 14.9 METERS (49.0 FT) EAST OF THE CENTERLINE OF MAIN
 LX3135'STREET, 8.6 METERS (28.5 FT) SOUTH OF THE CENTER OF A ROAD LEADING TO
 LX3135'A PARK, 0.45 METERS (1.5 FT) EAST OF THE 2ND GUARD POST AND 0.45
 LX3135'METERS (1.5 FT) WEST OF THE 3RD GUARD POST.
 LX3135'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3135'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX3135'THE MARK IS 0.30 M BELOW MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3081 ***********************************************************************
 LX3081  DESIGNATION -  G 92
 LX3081  PID         -  LX3081
 LX3081  STATE/COUNTY-  CT/MIDDLESEX
 LX3081  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX3081
 LX3081                         *CURRENT SURVEY CONTROL
 LX3081  ___________________________________________________________________
 LX3081* NAD 83(1986)-  41 34 42.     (N)    072 30 45.     (W)     SCALED    
 LX3081* NAVD 88     -       157.836  (meters)     517.83   (feet)  ADJUSTED  
 LX3081  ___________________________________________________________________
 LX3081  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3081  DYNAMIC HT  -         157.782 (meters)     517.66  (feet)  COMP
 LX3081  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LX3081
 LX3081  VERT ORDER  -  FIRST     CLASS II
 LX3081
 LX3081.The horizontal coordinates were scaled from a topographic map and have
 LX3081.an estimated accuracy of +/- 6 seconds.
 LX3081
 LX3081.The orthometric height was determined by differential leveling
 LX3081.and adjusted by the National Geodetic Survey in June 1991..
 LX3081
 LX3081.The geoid height was determined by GEOID03.
 LX3081
 LX3081.The dynamic height is computed by dividing the NAVD 88
 LX3081.geopotential number by the normal gravity value computed on the
 LX3081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3081.degrees latitude (g = 980.6199 gals.).
 LX3081
 LX3081.The modeled gravity was interpolated from observed gravity values.
 LX3081
 LX3081;                    North         East    Units  Estimated Accuracy
 LX3081;SPC CT       -   235,170.      324,610.      MT  (+/- 180 meters Scaled)
 LX3081
 LX3081                          SUPERSEDED SURVEY CONTROL
 LX3081
 LX3081.No superseded survey control is available for this station.
 LX3081
 LX3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM073059(NAD 83)
 LX3081_MARKER: DB = BENCH MARK DISK
 LX3081_SETTING: 66 = SET IN ROCK OUTCROP
 LX3081_SP_SET: ROCK OUTCROP
 LX3081_STAMPING: G 92 1986
 LX3081_MARK LOGO: NGS   
 LX3081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3081+STABILITY: POSITION/ELEVATION WELL
 LX3081
 LX3081  HISTORY     - Date     Condition        Report By
 LX3081  HISTORY     - 1986     MONUMENTED       NGS
 LX3081  HISTORY     - 19950607 GOOD             USPSQD
 LX3081  HISTORY     - 19971202 GOOD             USPSQD
 LX3081
 LX3081                          STATION DESCRIPTION
 LX3081
 LX3081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3081'1.0 KM (0.6 MI) WEST FROM EAST HAMPTON.
 LX3081'1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 66 FROM THE TOWN HALL IN EAST
 LX3081'HAMPTON TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY FROM POWER POLE
 LX3081'NO. 716, 7.3 METERS (24.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LX3081'THE MARK IS 0.45 METERS  SW FROM  A WITNESS POST
 LX3081'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3081
 LX3081                          STATION RECOVERY (1995)
 LX3081
 LX3081'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3081'RECOVERED IN GOOD CONDITION.
 LX3081
 LX3081                          STATION RECOVERY (1997)
 LX3081
 LX3081'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3043 ***********************************************************************
 LX3043  DESIGNATION -  G 93
 LX3043  PID         -  LX3043
 LX3043  STATE/COUNTY-  CT/WINDHAM
 LX3043  USGS QUAD   -  WILLIMANTIC (1984)
 LX3043
 LX3043                         *CURRENT SURVEY CONTROL
 LX3043  ___________________________________________________________________
 LX3043* NAD 83(1986)-  41 43 12.     (N)    072 12 07.     (W)     SCALED    
 LX3043* NAVD 88     -        74.518  (meters)     244.48   (feet)  ADJUSTED  
 LX3043  ___________________________________________________________________
 LX3043  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX3043  DYNAMIC HT  -          74.492 (meters)     244.40  (feet)  COMP
 LX3043  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 LX3043
 LX3043  VERT ORDER  -  FIRST     CLASS II
 LX3043
 LX3043.The horizontal coordinates were scaled from a topographic map and have
 LX3043.an estimated accuracy of +/- 6 seconds.
 LX3043
 LX3043.The orthometric height was determined by differential leveling
 LX3043.and adjusted by the National Geodetic Survey in June 1991..
 LX3043
 LX3043.The geoid height was determined by GEOID03.
 LX3043
 LX3043.The dynamic height is computed by dividing the NAVD 88
 LX3043.geopotential number by the normal gravity value computed on the
 LX3043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3043.degrees latitude (g = 980.6199 gals.).
 LX3043
 LX3043.The modeled gravity was interpolated from observed gravity values.
 LX3043
 LX3043;                    North         East    Units  Estimated Accuracy
 LX3043;SPC CT       -   251,020.      350,410.      MT  (+/- 180 meters Scaled)
 LX3043
 LX3043                          SUPERSEDED SURVEY CONTROL
 LX3043
 LX3043.No superseded survey control is available for this station.
 LX3043
 LX3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM327224(NAD 83)
 LX3043_MARKER: I = METAL ROD
 LX3043_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3043+WITH SETTING: INFORMATION.
 LX3043_SP_SET: STAINLESS STEEL ROD
 LX3043_STAMPING: G 93 1986
 LX3043_MARK LOGO: NGS   
 LX3043_PROJECTION: FLUSH
 LX3043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3043_ROD/PIPE-DEPTH: 1.6  meters
 LX3043
 LX3043  HISTORY     - Date     Condition        Report By
 LX3043  HISTORY     - 1986     MONUMENTED       NGS
 LX3043  HISTORY     - 19961117 GOOD             USPSQD
 LX3043
 LX3043                          STATION DESCRIPTION
 LX3043
 LX3043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3043'0.6 KM (0.4 MI) NORTH FROM WILLIMANTIC.
 LX3043'0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAY 195 FROM THE JUNCTION OF
 LX3043'STATE HIGHWAY 66 IN WILLIMANTIC TO THE MARK ON THE LEFT ON THE
 LX3043'PROPERTY OF THE TEMPLE BNAI ISRAEL, 13.87 METERS (45.5 FT) SOUTHWEST
 LX3043'OF THE CENTERLINE OF THE HIGHWAY, 3.81 METERS (12.5 FT) SOUTHEAST OF
 LX3043'THE EXTENDED CENTER OF PLEASANT VIEW AVENUE, 0.91 METER (3.0 FT)
 LX3043'NORTHWEST OF A CHAIN LINK FENCE.
 LX3043'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3043'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3043
 LX3043                          STATION RECOVERY (1996)
 LX3043
 LX3043'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3229 ***********************************************************************
 LX3229  DESIGNATION -  G 96
 LX3229  PID         -  LX3229
 LX3229  STATE/COUNTY-  CT/NEW LONDON
 LX3229  USGS QUAD   -  NORWICH (1983)
 LX3229
 LX3229                         *CURRENT SURVEY CONTROL
 LX3229  ___________________________________________________________________
 LX3229* NAD 83(1986)-  41 32 42.     (N)    072 06 04.     (W)     SCALED    
 LX3229* NAVD 88     -        42.766  (meters)     140.31   (feet)  ADJUSTED  
 LX3229  ___________________________________________________________________
 LX3229  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX3229  DYNAMIC HT  -          42.751 (meters)     140.26  (feet)  COMP
 LX3229  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX3229
 LX3229  VERT ORDER  -  FIRST     CLASS II
 LX3229
 LX3229.The horizontal coordinates were scaled from a topographic map and have
 LX3229.an estimated accuracy of +/- 6 seconds.
 LX3229
 LX3229.The orthometric height was determined by differential leveling
 LX3229.and adjusted by the National Geodetic Survey in June 1991..
 LX3229
 LX3229.The geoid height was determined by GEOID03.
 LX3229
 LX3229.The dynamic height is computed by dividing the NAVD 88
 LX3229.geopotential number by the normal gravity value computed on the
 LX3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3229.degrees latitude (g = 980.6199 gals.).
 LX3229
 LX3229.The modeled gravity was interpolated from observed gravity values.
 LX3229
 LX3229;                    North         East    Units  Estimated Accuracy
 LX3229;SPC CT       -   231,640.      358,940.      MT  (+/- 180 meters Scaled)
 LX3229
 LX3229                          SUPERSEDED SURVEY CONTROL
 LX3229
 LX3229.No superseded survey control is available for this station.
 LX3229
 LX3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM417033(NAD 83)
 LX3229_MARKER: DB = BENCH MARK DISK
 LX3229_SETTING: 66 = SET IN ROCK OUTCROP
 LX3229_SP_SET: ROCK CUT
 LX3229_STAMPING: G 96 1986
 LX3229_MARK LOGO: NGS   
 LX3229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3229+STABILITY: POSITION/ELEVATION WELL
 LX3229
 LX3229  HISTORY     - Date     Condition        Report By
 LX3229  HISTORY     - 1986     MONUMENTED       NGS
 LX3229  HISTORY     - 19910103 GOOD             USPSQD
 LX3229  HISTORY     - 20060424 GOOD             USPSQD
 LX3229
 LX3229                          STATION DESCRIPTION
 LX3229
 LX3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3229'1.2 KM (0.75 MI) NW FROM NORWICH.
 LX3229'1.2 KM (0.75 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3229'STATE HIGHWAY 169 IN NORWICH TO THE MARK ON THE RIGHT.  IT IS 13.23
 LX3229'METERS (43.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND 19.57
 LX3229'METERS (64.2 FT) WEST OF AN ALUMINUM LAMP POLE NO. 29.
 LX3229'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX3229'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3229
 LX3229                          STATION RECOVERY (1991)
 LX3229
 LX3229'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3229'RECOVERED IN GOOD CONDITION.
 LX3229
 LX3229                          STATION RECOVERY (2006)
 LX3229
 LX3229'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3229'MARK IS TO N OF LAMP POLE NO 103246.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3436 ***********************************************************************
 LX3436  DESIGNATION -  G 97
 LX3436  PID         -  LX3436
 LX3436  STATE/COUNTY-  CT/NEW LONDON
 LX3436  USGS QUAD   -  UNCASVILLE (1984)
 LX3436
 LX3436                         *CURRENT SURVEY CONTROL
 LX3436  ___________________________________________________________________
 LX3436* NAD 83(1986)-  41 26 31.     (N)    072 00 59.     (W)     SCALED    
 LX3436* NAVD 88     -        95.413  (meters)     313.03   (feet)  ADJUSTED  
 LX3436  ___________________________________________________________________
 LX3436  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX3436  DYNAMIC HT  -          95.379 (meters)     312.92  (feet)  COMP
 LX3436  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 LX3436
 LX3436  VERT ORDER  -  FIRST     CLASS II
 LX3436
 LX3436.The horizontal coordinates were scaled from a topographic map and have
 LX3436.an estimated accuracy of +/- 6 seconds.
 LX3436
 LX3436.The orthometric height was determined by differential leveling
 LX3436.and adjusted by the National Geodetic Survey in June 1991..
 LX3436
 LX3436.The geoid height was determined by GEOID03.
 LX3436
 LX3436.The dynamic height is computed by dividing the NAVD 88
 LX3436.geopotential number by the normal gravity value computed on the
 LX3436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3436.degrees latitude (g = 980.6199 gals.).
 LX3436
 LX3436.The modeled gravity was interpolated from observed gravity values.
 LX3436
 LX3436;                    North         East    Units  Estimated Accuracy
 LX3436;SPC CT       -   220,250.      366,110.      MT  (+/- 180 meters Scaled)
 LX3436
 LX3436                          SUPERSEDED SURVEY CONTROL
 LX3436
 LX3436.No superseded survey control is available for this station.
 LX3436
 LX3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL492921(NAD 83)
 LX3436_MARKER: I = METAL ROD
 LX3436_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3436+WITH SETTING: INFORMATION.
 LX3436_SP_SET: STAINLESS STEEL ROD
 LX3436_STAMPING: G 97 1986
 LX3436_MARK LOGO: NGS   
 LX3436_PROJECTION: FLUSH
 LX3436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3436_ROD/PIPE-DEPTH: 2.15 meters
 LX3436
 LX3436  HISTORY     - Date     Condition        Report By
 LX3436  HISTORY     - 1986     MONUMENTED       NGS
 LX3436  HISTORY     - 1989     GOOD             USPSQD
 LX3436  HISTORY     - 19901014 GOOD             USPSQD
 LX3436
 LX3436                          STATION DESCRIPTION
 LX3436
 LX3436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3436'0.4 KM (0.25 MI) SE FROM LEDYARD CENTER.
 LX3436'0.4 KM (0.2 MI) SOUTHEAST ALONG STATE HIGHWAY 117 FROM THE
 LX3436'INTERSECTION OF STATE HIGHWAY 214 IN LEDYARD CENTER TO THE MARK ON THE
 LX3436'LEFT AT THE LEDYARD ELEMENTARY SCHOOL.  IT IS 30.05 METERS (98.6 FT)
 LX3436'EAST OF THE CENTERLINE OF THE HIGHWAY, 24.75 METERS (81.2 FT)
 LX3436'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 2.80 METERS
 LX3436'(9.2 FT) NORTH-NORTHEAST OF THE CENTER OF A CONCRETE WALKWAY TO SCHOOL
 LX3436'AND 1.40 METERS (4.6 FT) WEST OF A FLAGPOLE.
 LX3436'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3436'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3436
 LX3436                          STATION RECOVERY (1989)
 LX3436
 LX3436'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3436'RECOVERED IN GOOD CONDITION.
 LX3436
 LX3436                          STATION RECOVERY (1990)
 LX3436
 LX3436'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5074 ***********************************************************************
 LX5074  DESIGNATION -  GAIR CO ELEVATED TANK
 LX5074  PID         -  LX5074
 LX5074  STATE/COUNTY-  CT/NEW LONDON
 LX5074  USGS QUAD   -  UNCASVILLE (1984)
 LX5074
 LX5074                         *CURRENT SURVEY CONTROL
 LX5074  ___________________________________________________________________
 LX5074* NAD 83(1996)-  41 26 02.88429(N)    072 05 57.75196(W)     ADJUSTED  
 LX5074* NAVD 88     -                                                        
 LX5074  ___________________________________________________________________
 LX5074  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LX5074  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5074
 LX5074  HORZ ORDER  -  THIRD
 LX5074
 LX5074.The horizontal coordinates were established by classical geodetic methods
 LX5074.and adjusted by the National Geodetic Survey in August 1998..
 LX5074
 LX5074
 LX5074.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5074
 LX5074.The geoid height was determined by GEOID03.
 LX5074
 LX5074;                    North         East     Units Scale Factor Converg.
 LX5074;SPC CT       -   219,328.692   359,178.917   MT  0.99998464   +0 25 53.0
 LX5074;SPC CT       -   719,580.88  1,178,406.16   sFT  0.99998464   +0 25 53.0
 LX5074;UTM  18      - 4,591,013.413   742,352.323   MT  1.00032288   +1 55 13.6
 LX5074
 LX5074                          SUPERSEDED SURVEY CONTROL
 LX5074
 LX5074  NAD 83(1992)-  41 26 02.88325(N)    072 05 57.75125(W) AD(       ) 4
 LX5074  NAD 83(1986)-  41 26 02.88413(N)    072 05 57.75452(W) AD(       ) 4
 LX5074  NAD 27      -  41 26 02.53300(N)    072 05 59.47000(W) AD(       ) 3
 LX5074
 LX5074.Superseded values are not recommended for survey control.
 LX5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5074.See file dsdata.txt to determine how the superseded data were derived.
 LX5074
 LX5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4235291013(NAD 83)
 LX5074_MARKER: 53 = ELEVATED TANK
 LX5074
 LX5074  HISTORY     - Date     Condition        Report By
 LX5074  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5074  HISTORY     - 1961     GOOD             CGS
 LX5074  HISTORY     - 1984     GOOD             USPSQD
 LX5074  HISTORY     - 1989     POOR             USPSQD
 LX5074  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 LX5074
 LX5074                          STATION DESCRIPTION
 LX5074
 LX5074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5074'THE TANKS OF THE ROBERT GAIR COMPANY ARE ON TOP OF THE HILL JUST
 LX5074'W OF THE PLANT AND AT THE E EDGE OF THE CEMETERY.  THE TANKS ARE
 LX5074'CYLINDRICAL STEEL PLATE WITH CONICAL TOPS AND SEMI-SPHERICAL
 LX5074'BOTTOMS AND ARE SUPPORTED ON 4 VERTICAL STEEL COLUMNS.  THERE ARE
 LX5074'NO BALCONIES AROUND THE 2 TANKS.
 LX5074'
 LX5074'THE STATION IS THE APEX OF THE NORTHERLY, AND TALLER, OF THE
 LX5074'2 TANKS.  HEIGHT ABOUT 50 FEET ABOVE GROUND.
 LX5074
 LX5074                          STATION RECOVERY (1961)
 LX5074
 LX5074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5074'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5074'G.C.M. IN 1934.
 LX5074
 LX5074                          STATION RECOVERY (1984)
 LX5074
 LX5074'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5074'GAIR COMPANY TANK (EL) 1934 STATION RECOVERED IN GOOD CONDITION.
 LX5074
 LX5074                          STATION RECOVERY (1989)
 LX5074
 LX5074'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5074'MARK RECOVERED IN POOR CONDITION.
 LX5074
 LX5074                          STATION RECOVERY (2002)
 LX5074
 LX5074'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX5074'TANKS HAVE BEEN TAKEN DOWN.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5084 ***********************************************************************
 LX5084  DESIGNATION -  GAIR CO STACK
 LX5084  PID         -  LX5084
 LX5084  STATE/COUNTY-  CT/NEW LONDON
 LX5084  USGS QUAD   -  UNCASVILLE (1984)
 LX5084
 LX5084                         *CURRENT SURVEY CONTROL
 LX5084  ___________________________________________________________________
 LX5084* NAD 83(1996)-  41 26 04.06606(N)    072 05 47.64748(W)     ADJUSTED  
 LX5084* NAVD 88     -                                                        
 LX5084  ___________________________________________________________________
 LX5084  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LX5084  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5084
 LX5084  HORZ ORDER  -  THIRD
 LX5084
 LX5084.The horizontal coordinates were established by classical geodetic methods
 LX5084.and adjusted by the National Geodetic Survey in August 1998..
 LX5084
 LX5084
 LX5084.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5084
 LX5084.The geoid height was determined by GEOID03.
 LX5084
 LX5084;                    North         East     Units Scale Factor Converg.
 LX5084;SPC CT       -   219,366.919   359,413.225   MT  0.99998463   +0 25 59.7
 LX5084;SPC CT       -   719,706.30  1,179,174.89   sFT  0.99998463   +0 25 59.7
 LX5084;UTM  18      - 4,591,057.731   742,585.638   MT  1.00032427   +1 55 20.3
 LX5084
 LX5084                          SUPERSEDED SURVEY CONTROL
 LX5084
 LX5084  NAD 83(1992)-  41 26 04.06502(N)    072 05 47.64676(W) AD(       ) 4
 LX5084  NAD 83(1986)-  41 26 04.06593(N)    072 05 47.65002(W) AD(       ) 4
 LX5084  NAD 27      -  41 26 03.72100(N)    072 05 49.36900(W) AD(       ) 3
 LX5084
 LX5084.Superseded values are not recommended for survey control.
 LX5084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5084.See file dsdata.txt to determine how the superseded data were derived.
 LX5084
 LX5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4258691058(NAD 83)
 LX5084_MARKER: 63 = STACK
 LX5084
 LX5084  HISTORY     - Date     Condition        Report By
 LX5084  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5084  HISTORY     - 1961     GOOD             CGS
 LX5084  HISTORY     - 1984     GOOD             USPSQD
 LX5084  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX5084
 LX5084                          STATION DESCRIPTION
 LX5084
 LX5084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5084'THE ROBERT GAIR COMPANY IS ON THE W BANK OF THE THAMES RIVER
 LX5084'OPPOSITE GALES FERRY.  THE STACK IS AT THE NORTHERLY END OF THE
 LX5084'PLANT AND NEAR THE RIVER SIDE OF THE BUILDING.  IT IS THE TALLER
 LX5084'OF 2 STACKS AND THE ONE NEARER THE RIVER.  THE STACK IS MADE OF
 LX5084'YELLOW BRICK AND IS VERY DARK AROUND THE TOP.
 LX5084'
 LX5084'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 200
 LX5084'FEET ABOVE GROUND.
 LX5084
 LX5084                          STATION RECOVERY (1961)
 LX5084
 LX5084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5084'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5084'G.C.M. IN 1934.
 LX5084
 LX5084                          STATION RECOVERY (1984)
 LX5084
 LX5084'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5084'GAIR COMPANY STACK 1934 RECOVERED GOOD - RECOVERED AS DESCRIBED.
 LX5084
 LX5084                          STATION RECOVERY (1989)
 LX5084
 LX5084'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3572 ***********************************************************************
 LW3572  DESIGNATION -  GALLUP
 LW3572  PID         -  LW3572
 LW3572  STATE/COUNTY-  CT/NEW LONDON
 LW3572  USGS QUAD   -  VOLUNTOWN (1975)
 LW3572
 LW3572                         *CURRENT SURVEY CONTROL
 LW3572  ___________________________________________________________________
 LW3572* NAD 83(1996)-  41 32 02.64432(N)    071 49 43.53601(W)     ADJUSTED  
 LW3572* NAVD 88     -       158.1    (meters)     519.     (feet)  VERTCON   
 LW3572  ___________________________________________________________________
 LW3572  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 LW3572  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW3572
 LW3572  HORZ ORDER  -  FIRST
 LW3572
 LW3572.The horizontal coordinates were established by classical geodetic methods
 LW3572.and adjusted by the National Geodetic Survey in August 1998..
 LW3572
 LW3572.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3572
 LW3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3572
 LW3572.The geoid height was determined by GEOID03.
 LW3572
 LW3572;                    North         East     Units Scale Factor Converg.
 LW3572;SPC CT       -   230,632.516   381,677.542   MT  0.99998314   +0 36 39.0
 LW3572;SPC CT       -   756,666.85  1,252,220.40   sFT  0.99998314   +0 36 39.0
 LW3572;SPC RI       -    50,110.402    72,564.343   MT  1.00000301   -0 13 04.8
 LW3572;SPC RI       -   164,403.88    238,071.52   sFT  1.00000301   -0 13 04.8
 LW3572;UTM  19      - 4,601,910.720   264,015.887   MT  1.00028537   -1 52 35.5
 LW3572
 LW3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3572!SPC CT       -   0.99997996  x   0.99998314  =   0.99996310
 LW3572!SPC RI       -   0.99997996  x   1.00000301  =   0.99998297
 LW3572!UTM  19      -   0.99997996  x   1.00028537  =   1.00026532
 LW3572
 LW3572|---------------------------------------------------------------------|
 LW3572| PID    Reference Object                     Distance      Geod. Az  |
 LW3572|                                                           dddmmss.s |
 LW3572| CB7715 GALLUP RM 1                          22.495 METERS 07833     |
 LW3572| LW3470 NORTH STONINGTON TV TOWER           APPROX.11.7 KM 2254931.1 |
 LW3572| CB7716 GALLUP RM 2                          26.360 METERS 23639     |
 LW3572| LW3578 GALLUP RM 3 AZIMUTH                 APPROX. 1.3 KM 3091401.2 |
 LW3572|---------------------------------------------------------------------|
 LW3572
 LW3572                          SUPERSEDED SURVEY CONTROL
 LW3572
 LW3572  NAD 83(1992)-  41 32 02.64316(N)    071 49 43.53531(W) AD(       ) 1
 LW3572  NAD 83(1986)-  41 32 02.64280(N)    071 49 43.53612(W) AD(       ) 1
 LW3572  NAD 27      -  41 32 02.28572(N)    071 49 45.28076(W) AD(       ) 1
 LW3572  NGVD 29 (07/19/86)  158.4    (m)          520.     (f) VERT ANG       
 LW3572
 LW3572.Superseded values are not recommended for survey control.
 LW3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3572.See file dsdata.txt to determine how the superseded data were derived.
 LW3572
 LW3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6401601911(NAD 83)
 LW3572_MARKER: DS = TRIANGULATION STATION DISK
 LW3572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3572+STABILITY: SURFACE MOTION
 LW3572
 LW3572  HISTORY     - Date     Condition        Report By
 LW3572  HISTORY     - 1975     MONUMENTED       NGS
 LW3572  HISTORY     - 20020710 MARK NOT FOUND   USPS
 LW3572
 LW3572                          STATION DESCRIPTION
 LW3572
 LW3572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3572'STATION IS ABOUT 3 MILES SOUTHEAST OF VOLUNTOWN, 2 MILES WEST
 LW3572'OF THE CONNECTICUT-RHODE ISLAND STATE LINE, 1/2 MILE SOUTHEAST
 LW3572'OF THE JUNCTION OF STATE HIGHWAY 49 AND GALLUP ROAD, ALONG THE
 LW3572'WEST SIDE OF GALLUP ROAD AND ON PROPERTY OWNED BY BENJAMIN AND
 LW3572'BRYON GALLUP, RFD 1, NORTH STONINGTON, CONNECTICUT PHONE
 LW3572'NUMBER 376-4687.
 LW3572'
 LW3572'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN, GO
 LW3572'EAST ON STATE HIGHWAY 138 FOR 0.35 MILE TO THE JUNCTION OF
 LW3572'STATE HIGHWAYS 49 AND 165.  TURN SHARP RIGHT AND GO SOUTHWEST
 LW3572'ON HIGHWAYS 49 AND 165 FOR 0.05 MILE TO WHERE HIGHWAY 49 TURNS
 LW3572'LEFT.  TURN LEFT AND GO SOUTHEAST ON HIGHWAY 49 FOR 2.5 MILES
 LW3572'TO REFERENCE MARK 3 ON THE RIGHT AS DESCRIBED.  CONTINUE
 LW3572'SOUTHERLY ON HIGHWAY 49 FOR 0.3 MILE TO THE JUNCTION OF
 LW3572'GALLUP ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON GALLUP ROAD
 LW3572'FOR 0.3 MILE TO A LARGE DAIRY BARN ON THE LEFT AND THE END OF
 LW3572'PAVEMENT.  CONTINUE EAST AND SOUTHEAST ON GALLUP ROAD (DIRT
 LW3572'ROAD) FOR 0.35 MILE TO A GATE ON THE RIGHT.  TURN RIGHT,
 LW3572'THROUGH GATE AND GO SOUTHWEST ACROSS PASTURE FOR 0.05 MILE TO
 LW3572'THE STATION AS DESCRIBED.
 LW3572'
 LW3572'THE STATION MARKS ARE STANDARD DISKS STAMPED GALLUP 1974.  THE
 LW3572'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH IS ABOUT 18
 LW3572'INCHES BELOW THE GROUND SURFACE AND THE UNDERGROUND MARK IS
 LW3572'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE
 LW3572'GROUND SURFACE.  THEY ARE 194 FEET WEST OF CENTER OF GALLUP
 LW3572'ROAD, 176 FEET WEST OF A ROCK FENCE, 87 FEET EAST OF A METAL
 LW3572'WITNESS POST, 74 FEET WEST OF A METAL WITNESS POST AND 71 FEET
 LW3572'NORTH OF A 20-INCH TRIANGLE BLAZED OAK TREE.
 LW3572'
 LW3572'REFERENCE MARK 1, STAMPED GALLUP NO 1 1974, IS A STANDARD
 LW3572'DISK SET IN A ROUND CONCRETE POST WHICH IS ABOUT 2 INCHES
 LW3572'BELOW THE GROUND SURFACE.  IT IS 120 FEET WEST OF CENTER OF
 LW3572'GALLUP ROAD, 107 FEET NORTHEAST OF THE 20-INCH TRIANGLE BLAZED
 LW3572'OAK TREE, 96 FEET WEST OF THE ROCK FENCE AND 2.5 FEET NORTH OF
 LW3572'A METAL WITNESS POST.
 LW3572'
 LW3572'REFERENCE MARK 2, STAMPED GALLUP NO 2 1974, IS A STANDARD DISK
 LW3572'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LW3572'IS 277 FEET WEST OF CENTER OF GALLUP ROAD, 253 FEET WEST OF
 LW3572'THE ROCK FENCE, 84 FEET NORTHWEST OF THE 20-INCH TRIANGLE
 LW3572'BLAZED OAK TRE AND 1.2 FEET NORTH OF A METAL WITNESS POST.
 LW3572'
 LW3572'REFERENCE MARK 3, STAMPED GALLUP NO 3 1974 AZ, IS CEMENTED IN
 LW3572'A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 14 INCHES ON
 LW3572'THE EAST SIDE.  IT IS 40 FEET WEST OF POWER POLE NUMBER 118,
 LW3572'19.5 FEET WEST OF CENTER OF STATE HIGHWAY 49, 9 FEET NORTHEAST
 LW3572'OF A 12-INCH OAK TREE AND 4.5 FEET EAST OF A METAL WITNESS POST.
 LW3572'
 LW3572'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 LW3572
 LW3572                          STATION RECOVERY (2002)
 LW3572
 LW3572'RECOVERY NOTE BY US POSTAL SERVICE 2002 (AFA)
 LW3572'PASTURE OCCUPIED BY BULLS. NO ATTEMPT WAS MADE TO RECOVER STATION.
 LW3572'PROBABLY STILL USABLE. RM1 AND RM2 WERE IN A CULTIVATED FIELD OF TALL
 LW3572'CORN SO NO ATTEMPT WAS MADE TO RECOVER. PROBABLY DESTROYED WHEN THE
 LW3572'FIELD WAS PLANTED. BOULDER IN WHICH RM3 WAS SET STILL AVAILABLE BUT
 LW3572'DISC IS GONE. IT'S IN AREA ROUTINELY MOWED BY ROAD MAINTENANCE CREWS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6590 ***********************************************************************
 LX6590  DESIGNATION -  GARCIA H CO
 LX6590  PID         -  LX6590
 LX6590  STATE/COUNTY-  CT/HARTFORD
 LX6590  USGS QUAD   -  MANCHESTER (1992)
 LX6590
 LX6590                         *CURRENT SURVEY CONTROL
 LX6590  ___________________________________________________________________
 LX6590* NAD 83(1996)-  41 48 34.88295(N)    072 37 22.41236(W)     ADJUSTED  
 LX6590* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 LX6590  ___________________________________________________________________
 LX6590  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LX6590  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX6590
 LX6590  HORZ ORDER  -  THIRD
 LX6590
 LX6590.The horizontal coordinates were established by classical geodetic methods
 LX6590.and adjusted by the National Geodetic Survey in August 1998..
 LX6590
 LX6590.The orthometric height was scaled from a topographic map.
 LX6590
 LX6590.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6590
 LX6590.The geoid height was determined by GEOID03.
 LX6590
 LX6590;                    North         East     Units Scale Factor Converg.
 LX6590;SPC CT       -   260,842.554   315,362.838   MT  0.99999472   +0 05 03.4
 LX6590;SPC CT       -   855,780.95  1,034,652.91   sFT  0.99999472   +0 05 03.4
 LX6590;UTM  18      - 4,631,378.182   697,458.301   MT  1.00007981   +1 35 06.8
 LX6590
 LX6590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6590!SPC CT       -   1.00000291  x   0.99999472  =   0.99999763
 LX6590!UTM  18      -   1.00000291  x   1.00007981  =   1.00008272
 LX6590
 LX6590                          SUPERSEDED SURVEY CONTROL
 LX6590
 LX6590  NAD 83(1996)-  41 48 34.88255(N)    072 37 22.41246(W) AD(       ) 3
 LX6590  NAD 83(1992)-  41 48 34.88278(N)    072 37 22.41270(W) AD(       ) 3
 LX6590  NAD 83(1992)-  41 48 34.88399(N)    072 37 22.41372(W) AD(       ) 3
 LX6590  NAD 83(1986)-  41 48 34.88439(N)    072 37 22.41380(W) AD(       ) 3
 LX6590  NAD 27      -  41 48 34.52000(N)    072 37 24.08300(W) AD(       ) 3
 LX6590
 LX6590.Superseded values are not recommended for survey control.
 LX6590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6590.See file dsdata.txt to determine how the superseded data were derived.
 LX6590
 LX6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9745831378(NAD 83)
 LX6590
 LX6590  HISTORY     - Date     Condition        Report By
 LX6590  HISTORY     - 1935     MONUMENTED       CGS
 LX6590  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6590
 LX6590                          STATION DESCRIPTION
 LX6590
 LX6590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6590'THE GARCIA GRANDE CIGAR COMPANY TANK IS ON THE E SIDE OF ROUTE 15
 LX6590'ABOUT 2 MILES N OF EAST HARTFORD CENTER.  IT IS N OF THE TWO-STORY
 LX6590'FRAME BUILDING AND ABOUT 100 METERS FROM THE ROAD.  THE TANK IS A
 LX6590'STEEL PLATE TURNIP-SHAPE STRUCTURE WITH A CONICAL ROOF AND IS
 LX6590'SUPPORTED ON 4 BUILT-UP STEEL COLUMNS.  THERE IS A NARROW RAIL
 LX6590'BALCONY AROUND THE BASE OF THE TANK.  STATION IS THE BALL AT THE
 LX6590'APEX OF THE TANK.  HEIGHT ABOUT 125 FEET.
 LX6590
 LX6590                          STATION RECOVERY (1948)
 LX6590
 LX6590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6590'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE WITH
 LX6590'THE FOLLOWING EXCEPTION--
 LX6590'
 LX6590'IT IS NOW THE PROPERTY OF THE CONSOLIDATED CIGAR CORPORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5806 ***********************************************************************
 LX5806  DESIGNATION -  GARDNERS CHIMNEY
 LX5806  PID         -  LX5806
 LX5806  STATE/COUNTY-  CT/NEW LONDON
 LX5806  USGS QUAD   -  OLD LYME (1976)
 LX5806
 LX5806                         *CURRENT SURVEY CONTROL
 LX5806  ___________________________________________________________________
 LX5806* NAD 83(1996)-  41 19 35.21606(N)    072 20 23.02285(W)     ADJUSTED  
 LX5806* NAVD 88     -                                                        
 LX5806  ___________________________________________________________________
 LX5806  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LX5806  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX5806
 LX5806  HORZ ORDER  -  THIRD
 LX5806
 LX5806.The horizontal coordinates were established by classical geodetic methods
 LX5806.and adjusted by the National Geodetic Survey in August 1998..
 LX5806
 LX5806
 LX5806.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5806
 LX5806.The geoid height was determined by GEOID03.
 LX5806
 LX5806;                    North         East     Units Scale Factor Converg.
 LX5806;SPC CT       -   207,245.967   339,147.515   MT  0.99998965   +0 16 19.3
 LX5806;SPC CT       -   679,939.48  1,112,686.47   sFT  0.99998965   +0 16 19.3
 LX5806;UTM  18      - 4,578,411.372   722,635.755   MT  1.00021005   +1 45 26.7
 LX5806
 LX5806                          SUPERSEDED SURVEY CONTROL
 LX5806
 LX5806  NAD 83(1992)-  41 19 35.21509(N)    072 20 23.02250(W) AD(       ) 4
 LX5806  NAD 83(1986)-  41 19 35.21692(N)    072 20 23.02595(W) AD(       ) 4
 LX5806  NAD 27      -  41 19 34.86700(N)    072 20 24.73600(W) AD(       ) 3
 LX5806
 LX5806.Superseded values are not recommended for survey control.
 LX5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5806.See file dsdata.txt to determine how the superseded data were derived.
 LX5806
 LX5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2263678411(NAD 83)
 LX5806
 LX5806  HISTORY     - Date     Condition        Report By
 LX5806  HISTORY     - 1934     MONUMENTED       CGS
 LX5806  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5806  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5806  HISTORY     - 1989     GOOD             USPSQD
 LX5806
 LX5806                          STATION DESCRIPTION
 LX5806
 LX5806'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5806'THERE ARE TWO HOUSES ON THE ESTATE OF J. HOWLAND GARDNER ON THE
 LX5806'E SIDE OF ROUTE 86, ABOUT 0.6 MILE FROM THE SAYBROOK BRIDGE.  ONE
 LX5806'HOUSE IS MIDWAY UP THE SLOPE AND THE OTHER IS AT THE TOP OF THE
 LX5806'RIDGE.  THE UPPER HOUSE IS 1 1/2-STORIES HIGH AND IS CONSPICUOUS
 LX5806'BECAUSE OF ITS LIGHT COLORED COMPOSITION SHINGLES.  TWO DORMERS
 LX5806'SHOW TO THE WESTWARD AND A CONTINUOUS DORMER ALONG THE ENTIRE
 LX5806'EASTERLY SIDE OF THE ROOF.  THERE IS AN ENCLOSED SUN PORCH
 LX5806'ACROSS THE S GABLE END.  A SQUARE RED BRICK CHIMNEY PROJECTS
 LX5806'ABOVE THE RIDGEPOLE, A LITTLE S OF THE CENTER.
 LX5806'
 LX5806'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5806
 LX5806                          STATION RECOVERY (1954)
 LX5806
 LX5806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5806'STATION RECOVERED.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LX5806'FOLLOWING EXCEPTION--
 LX5806'
 LX5806'THE HOUSE IS OF UNPAINTED WOODEN SHINGLES NOT COMPOSITION
 LX5806'SHINGLES AS STATED.
 LX5806
 LX5806                          STATION RECOVERY (1961)
 LX5806
 LX5806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5806'STATION WAS RECOVERED IN GOOD CONDITION.  THE DESCRIPTION GIVEN BY
 LX5806'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE FOR RECOVERY.
 LX5806
 LX5806                          STATION RECOVERY (1989)
 LX5806
 LX5806'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4674 ***********************************************************************
 LX4674  DESIGNATION -  GARNER
 LX4674  PID         -  LX4674
 LX4674  STATE/COUNTY-  CT/WINDHAM
 LX4674  USGS QUAD   -  HAMPTON (1984)
 LX4674
 LX4674                         *CURRENT SURVEY CONTROL
 LX4674  ___________________________________________________________________
 LX4674* NAD 83(1996)-  41 47 43.61011(N)    072 04 47.15554(W)     ADJUSTED  
 LX4674* NAVD 88     -       247.4    (meters)     812.     (feet)  VERTCON   
 LX4674  ___________________________________________________________________
 LX4674  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LX4674  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX4674
 LX4674  HORZ ORDER  -  FIRST
 LX4674
 LX4674.The horizontal coordinates were established by classical geodetic methods
 LX4674.and adjusted by the National Geodetic Survey in August 1998..
 LX4674
 LX4674.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4674
 LX4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4674
 LX4674.The geoid height was determined by GEOID03.
 LX4674
 LX4674;                    North         East     Units Scale Factor Converg.
 LX4674;SPC CT       -   259,468.932   360,506.621   MT  0.99999356   +0 26 39.9
 LX4674;SPC CT       -   851,274.32  1,182,762.14   sFT  0.99999356   +0 26 39.9
 LX4674;UTM  18      - 4,631,188.204   742,631.783   MT  1.00032449   +1 56 49.9
 LX4674;UTM  19      - 4,631,651.226   244,111.968   MT  1.00040583   -2 03 13.3
 LX4674
 LX4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4674!SPC CT       -   0.99996587  x   0.99999356  =   0.99995943
 LX4674!UTM  18      -   0.99996587  x   1.00032449  =   1.00029035
 LX4674!UTM  19      -   0.99996587  x   1.00040583  =   1.00037169
 LX4674
 LX4674:                Primary Azimuth Mark                     Grid Az
 LX4674:SPC CT       -  NATCHAUG                                 018 21 04.0
 LX4674:UTM  18      -  NATCHAUG                                 016 50 54.0
 LX4674:UTM  19      -  NATCHAUG                                 020 50 57.2
 LX4674
 LX4674|---------------------------------------------------------------------|
 LX4674| PID    Reference Object                     Distance      Geod. Az  |
 LX4674|                                                           dddmmss.s |
 LX4674| LX4670 NATCHAUG                            APPROX. 6.2 KM 0184743.9 |
 LX4674| CZ7364 GARNER RM 1                          23.950 METERS 06206     |
 LX4674| LX4669 HAMPTON CONG CH SPIRE               APPROX. 2.3 KM 1193733.8 |
 LX4674| LX4671 HAMPTON CATH CH SPIRE               APPROX. 2.1 KM 1245849.0 |
 LX4674| CZ7365 GARNER RM 2                          39.801 METERS 32850     |
 LX4674|---------------------------------------------------------------------|
 LX4674
 LX4674                          SUPERSEDED SURVEY CONTROL
 LX4674
 LX4674  NAD 83(1996)-  41 47 43.60954(N)    072 04 47.15536(W) AD(       ) 1
 LX4674  NAD 83(1992)-  41 47 43.60950(N)    072 04 47.15524(W) AD(       ) 1
 LX4674  NAD 83(1992)-  41 47 43.60983(N)    072 04 47.15579(W) AD(       ) 1
 LX4674  NAD 83(1986)-  41 47 43.61045(N)    072 04 47.15543(W) AD(       ) 1
 LX4674  NAD 27      -  41 47 43.25622(N)    072 04 48.88234(W) AD(       ) 1
 LX4674  NGVD 29 (07/19/86)  247.6    (m)          812.     (f) VERT ANG       
 LX4674
 LX4674.Superseded values are not recommended for survey control.
 LX4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4674.See file dsdata.txt to determine how the superseded data were derived.
 LX4674
 LX4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4263231188(NAD 83)
 LX4674_MARKER: DS = TRIANGULATION STATION DISK
 LX4674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4674+STABILITY: SURFACE MOTION
 LX4674
 LX4674  HISTORY     - Date     Condition        Report By
 LX4674  HISTORY     - 1974     MONUMENTED       NGS
 LX4674  HISTORY     - 19961125 GOOD             USPSQD
 LX4674
 LX4674                          STATION DESCRIPTION
 LX4674
 LX4674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4674'STATION IS ABOUT 2-1/2 MILES EAST OF CHAPLIN, 1-1/2 MILES
 LX4674'NORTH OF U.S. HIGHWAY 6, 1-1/2 MILES NORTHWEST OF HAMPTON,
 LX4674'ON A HILL KNOWN AS SUNSET HILL AND ON PROPERTY OWNED BY
 LX4674'MR. BOB GARNER, POST OFFICE BOX 118, HAMPTON, CONNECTICUT.  PHONE
 LX4674'NUMBER 455-9746.
 LX4674'
 LX4674'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, GO
 LX4674'NORTHERLY ON STATE HIGHWAY 97 FOR 0.9 MILE TO A FORK.  TAKE
 LX4674'LEFT FORK AND GO NORTHWESTERLY ON STATION ROAD FOR 0.5 MILE TO
 LX4674'A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON ESTABROOK ROAD
 LX4674'FOR 0.65 MILE TO A GRAVELED SIDE ROAD LEFT AND SIGN SUNSET
 LX4674'HILL.  TURN LEFT AND GO SOUTHERLY ON THE GRAVELED ROAD FOR 0.3
 LX4674'MILE TO A WATER WELL WITH A CONCRETE COVER ON THE RIGHT AND THE
 LX4674'STATION ON THE RIGHT JUST BEFORE REACHING MR. BOB GARNERS
 LX4674'HOME.
 LX4674'
 LX4674'STATION MARKS ARE STANDARD DISKS STAMPED GARNER 1974.  THE
 LX4674'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH IS ABOUT 2
 LX4674'INCHES BELOW THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET
 LX4674'IN AN IRREGULAR MASS OF CONCRETE ABOUT 43 INCHES BELOW THE GROUND
 LX4674'SURFACE.  THEY ARE 139 FEET SOUTH-SOUTHWEST OF A TRIPLE TRUNKED
 LX4674'MAPLE TREE, 43 FEET WEST OF CENTER OF THE GRAVELED ROAD, 26
 LX4674'FEET EAST OF A 12-INCH MAPLE TREE, 24 FEET WEST-NORTHWEST
 LX4674'OF THE CONCRETE COVER OF THE WELL AND 2 FEET NORTHEAST OF A
 LX4674'METAL WITNESS POST.
 LX4674'
 LX4674'REFERENCE MARK 1, STAMPED GARNER NO 1 1974, IS A STANDARD DISK
 LX4674'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 131
 LX4674'FEET SOUTH OF THE TRIPLE TRUNKED MAPLE TREE, 54 FEET EAST OF THE
 LX4674'WELL, 35 FEET EAST-NORTHEAST OF CENTER OF THE GRAVELED ROAD AND
 LX4674'1.5 FEET WEST OF A METAL WITNESS POST.
 LX4674'
 LX4674'REFERENCE MARK 2, STAMPED GARNER NO 2 1974, IS A STANDARD DISK
 LX4674'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 LX4674'142 FEET NORTH-NORTHWEST OF THE WELL, 32 FEET WEST OF CENTER
 LX4674'OF THE GRAVELED ROAD AND 3 FEET SOUTH OF A 12-INCH MAPLE TREE.
 LX4674'
 LX4674'THERE WAS NO SUITABLE PLACE FOR A REFERENCE MARK 3.
 LX4674'
 LX4674'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 LX4674
 LX4674                          STATION RECOVERY (1996)
 LX4674
 LX4674'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX4674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6205 ***********************************************************************
 LX6205  DESIGNATION -  GARVANS CHIMNEY
 LX6205  PID         -  LX6205
 LX6205  STATE/COUNTY-  CT/NEW HAVEN
 LX6205  USGS QUAD   -  CLINTON (1984)
 LX6205
 LX6205                         *CURRENT SURVEY CONTROL
 LX6205  ___________________________________________________________________
 LX6205* NAD 83(1996)-  41 16 19.45640(N)    072 37 04.12309(W)     ADJUSTED  
 LX6205* NAVD 88     -                                                        
 LX6205  ___________________________________________________________________
 LX6205  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX6205  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX6205
 LX6205  HORZ ORDER  -  THIRD
 LX6205
 LX6205.The horizontal coordinates were established by classical geodetic methods
 LX6205.and adjusted by the National Geodetic Survey in August 1998..
 LX6205
 LX6205
 LX6205.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6205
 LX6205.The geoid height was determined by GEOID03.
 LX6205
 LX6205;                    North         East     Units Scale Factor Converg.
 LX6205;SPC CT       -   201,133.783   315,876.339   MT  0.99999351   +0 05 15.5
 LX6205;SPC CT       -   659,886.42  1,036,337.62   sFT  0.99999351   +0 05 15.5
 LX6205;SPC NY L     -   123,668.782   415,808.876   MT  1.00002198   +0 54 14.6
 LX6205;SPC NY L     -   405,736.66  1,364,199.62   sFT  1.00002198   +0 54 14.6
 LX6205;UTM  18      - 4,571,697.193   699,527.131   MT  1.00008998   +1 34 18.8
 LX6205
 LX6205                          SUPERSEDED SURVEY CONTROL
 LX6205
 LX6205  NAD 83(1992)-  41 16 19.45550(N)    072 37 04.12291(W) AD(       ) 4
 LX6205  NAD 83(1986)-  41 16 19.45771(N)    072 37 04.12593(W) AD(       ) 4
 LX6205  NAD 27      -  41 16 19.11000(N)    072 37 05.79000(W) AD(       ) 3
 LX6205
 LX6205.Superseded values are not recommended for survey control.
 LX6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6205.See file dsdata.txt to determine how the superseded data were derived.
 LX6205
 LX6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9952771697(NAD 83)
 LX6205
 LX6205  HISTORY     - Date     Condition        Report By
 LX6205  HISTORY     - 1934     MONUMENTED       CGS
 LX6205  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6205  HISTORY     - 1974     SEE DESCRIPTION  CTGS
 LX6205
 LX6205                          STATION DESCRIPTION
 LX6205
 LX6205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6205'THIS HOUSE IS THE PROPERTY OF JOHN S. GARVAN LOCATED ON HIS LONG
 LX6205'SHORE ESTATE.  THE HOUSE IS QUITE EXTENSIVE WITH WHITE SHINGLED
 LX6205'SIDES.  OTHER DISTINCTIVE FEATURES ARE THE TWO-STORY PORCH ACROSS
 LX6205'THE ENTIRE SEA-WARD SIDE AND THE RED SHINGLED ROOF.  THE MAIN
 LX6205'AXIS OF THE HOUSE EXTENDS NEARLY E AND W.
 LX6205'
 LX6205'TWO RED CHIMNEYS EXTEND ABOVE THE ROOF OF THE MAIN HOUSE.  THE
 LX6205'MORE EASTERLY OF THESE CHIMNEYS, AT THE E GABLE AND ONE METER S
 LX6205'OF THE RIDGEPOLE, IS THE STATION.
 LX6205'
 LX6205'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6205
 LX6205                          STATION RECOVERY (1961)
 LX6205
 LX6205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6205'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX6205
 LX6205                          STATION RECOVERY (1974)
 LX6205
 LX6205'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (BGW)
 LX6205'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3906 ***********************************************************************
 LX3906  DESIGNATION -  GAS
 LX3906  PID         -  LX3906
 LX3906  STATE/COUNTY-  CT/FAIRFIELD
 LX3906  USGS QUAD   -  STAMFORD (1984)
 LX3906
 LX3906                         *CURRENT SURVEY CONTROL
 LX3906  ___________________________________________________________________
 LX3906* NAD 83(1996)-  41 02 26.40499(N)    073 32 33.67094(W)     ADJUSTED  
 LX3906* NAVD 88     -                                                        
 LX3906  ___________________________________________________________________
 LX3906  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 LX3906  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3906
 LX3906  HORZ ORDER  -  THIRD
 LX3906
 LX3906.The horizontal coordinates were established by classical geodetic methods
 LX3906.and adjusted by the National Geodetic Survey in August 1998..
 LX3906
 LX3906
 LX3906.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3906
 LX3906.The geoid height was determined by GEOID03.
 LX3906
 LX3906;                    North         East     Units Scale Factor Converg.
 LX3906;SPC CT       -   175,731.964   238,148.412   MT  1.00001992   -0 31 32.2
 LX3906;SPC CT       -   576,547.29    781,325.25   sFT  1.00001992   -0 31 32.2
 LX3906;SPC NY L     -    97,156.289   338,452.349   MT  1.00000042   +0 17 56.8
 LX3906;SPC NY L     -   318,753.59  1,110,405.75   sFT  1.00000042   +0 17 56.8
 LX3906;UTM  18      - 4,544,294.544   622,488.790   MT  0.99978466   +0 57 25.1
 LX3906
 LX3906                          SUPERSEDED SURVEY CONTROL
 LX3906
 LX3906  NAD 83(1992)-  41 02 26.40562(N)    073 32 33.67081(W) AD(       ) 4
 LX3906  NAD 83(1986)-  41 02 26.40450(N)    073 32 33.67181(W) AD(       ) 4
 LX3906  NAD 27      -  41 02 26.03900(N)    073 32 35.23500(W) AD(       ) 3
 LX3906
 LX3906.Superseded values are not recommended for survey control.
 LX3906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3906.See file dsdata.txt to determine how the superseded data were derived.
 LX3906
 LX3906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2248944295(NAD 83)
 LX3906
 LX3906  HISTORY     - Date     Condition        Report By
 LX3906  HISTORY     - 1914     MONUMENTED       CGS
 LX3906  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3906  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3906  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3906
 LX3906                          STATION DESCRIPTION
 LX3906
 LX3906'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 LX3906'ON THE STAMFORD GAS AND ELECTRIC COMPANYS STATION, SOUTH STREET
 LX3906'OPPOSITE CROSBY STREET.  CHIMNEY IS 200 FEET HIGH, ROUND.  DIAMETER
 LX3906'AT BASE IS 11 FEET, AT TOP 8 FEET, AND HAS 2 LIGHTNING RODS.  TOP
 LX3906'SECTION BUILT WITH AN ORNAMENTAL DESIGN, DIAMOND PATTERN.  BUILT
 LX3906'ABOUT 1905.
 LX3906
 LX3906                          STATION RECOVERY (1916)
 LX3906
 LX3906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3906'STAMFORD GAS AND ELECTRIC LIGHT COMPANYS STATION, SOUTH STREET
 LX3906'OPPOSITE CROSBY STREET.
 LX3906'
 LX3906'CHIMNEY 200 FEET HIGH, ROUND.  DIAMETER AT BASE 11 FEET, TOP
 LX3906'8 FEET.  TILE BLOCK BRICKS.  2 LIGHTNING RODS.
 LX3906'
 LX3906'BUILT ABOUT 9 YEARS AGO.
 LX3906
 LX3906                          STATION RECOVERY (1931)
 LX3906
 LX3906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3906'A BRICK STACK, 160 FEET HIGH, AND BELL SHAPED AT THE TOP.  IT IS
 LX3906'A VERY CONSPICUOUS LANDMARK, AND CAN BE EASILY IDENTIFIED BY THE
 LX3906'BLACK GAS TANK WHICH IS ABOUT 200 FEET TO THE NW.
 LX3906
 LX3906                          STATION RECOVERY (1959)
 LX3906
 LX3906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3906'THE STACK HAS BEEN TORN DOWN AND REPLACED BY SEVERAL NEW STACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6402 ***********************************************************************
 LX6402  DESIGNATION -  GAYLORD RESET
 LX6402  PID         -  LX6402
 LX6402  STATE/COUNTY-  CT/NEW HAVEN
 LX6402  USGS QUAD   -  BRANFORD (1984)
 LX6402
 LX6402                         *CURRENT SURVEY CONTROL
 LX6402  ___________________________________________________________________
 LX6402* NAD 83(1996)-  41 28 27.56476(N)    072 51 27.46001(W)     ADJUSTED  
 LX6402* NAVD 88     -       113.5    (meters)     372.     (feet)  VERTCON   
 LX6402  ___________________________________________________________________
 LX6402  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 LX6402  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX6402
 LX6402  HORZ ORDER  -  FIRST
 LX6402
 LX6402.The horizontal coordinates were established by classical geodetic methods
 LX6402.and adjusted by the National Geodetic Survey in August 1998..
 LX6402
 LX6402.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6402
 LX6402.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6402
 LX6402.The geoid height was determined by GEOID03.
 LX6402
 LX6402;                    North         East     Units Scale Factor Converg.
 LX6402;SPC CT       -   223,593.001   295,810.703   MT  0.99998367   -0 04 16.9
 LX6402;SPC CT       -   733,571.37    970,505.61   sFT  0.99998367   -0 04 16.9
 LX6402;UTM  18      - 4,593,629.125   678,884.127   MT  0.99999381   +1 25 09.2
 LX6402
 LX6402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6402!SPC CT       -   0.99998681  x   0.99998367  =   0.99997048
 LX6402!UTM  18      -   0.99998681  x   0.99999381  =   0.99998062
 LX6402
 LX6402:                Primary Azimuth Mark                     Grid Az
 LX6402:SPC CT       -  MERIDEN MICROWAVE TOWER                  006 43 28.9
 LX6402:UTM  18      -  MERIDEN MICROWAVE TOWER                  005 14 02.8
 LX6402
 LX6402|---------------------------------------------------------------------|
 LX6402| PID    Reference Object                     Distance      Geod. Az  |
 LX6402|                                                           dddmmss.s |
 LX6402| LX7170 MERIDEN MICROWAVE TOWER             APPROX. 9.7 KM 0063912.0 |
 LX6402| LX7169 BUCKWHEAT                           APPROX. 8.3 KM 0463454.4 |
 LX6402| CZ6513 GAYLORD RM 1                         20.912 METERS 05244     |
 LX6402| CZ6515 GAYLORD RM 3                         39.502 METERS 06337     |
 LX6402| LX6391 WALLINGFORD CONG CH SPIRE           APPROX. 3.9 KM 1211530.1 |
 LX6402| LX6393 WALLINGFORD CATH CH SPIRE           APPROX. 3.4 KM 1221314.9 |
 LX6402| CZ6516 GAYLORD RM 4                         27.391 METERS 14503     |
 LX6402| CZ6514 GAYLORD RM 2                         20.562 METERS 16248     |
 LX6402| CS5354 GAYLORD RM 6                         21.549 METERS 17027     |
 LX6402| LX6399 NORTH HAVEN PRATT WHITNEY TK        APPROX. 6.9 KM 1705231.0 |
 LX6402| LX6378 WALLINGFORD SANITARIUM TANK         227.583 METERS 22157     |
 LX6402| LX6406 GAYLORD RM 5                        164.992 METERS 23822     |
 LX6402| LX6547 CHESHIRE ATT MICROWAVE              APPROX. 6.2 KM 2834327.7 |
 LX6402|---------------------------------------------------------------------|
 LX6402
 LX6402                          SUPERSEDED SURVEY CONTROL
 LX6402
 LX6402  NAD 83(1992)-  41 28 27.56395(N)    072 51 27.46005(W) AD(       ) 1
 LX6402  NAD 83(1986)-  41 28 27.56618(N)    072 51 27.46222(W) AD(       ) 1
 LX6402  NAD 27      -  41 28 27.21636(N)    072 51 29.08406(W) AD(       ) 1
 LX6402  NGVD 29 (07/19/86)  113.8    (m)          373.     (f) VERT ANG       
 LX6402
 LX6402.Superseded values are not recommended for survey control.
 LX6402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6402.See file dsdata.txt to determine how the superseded data were derived.
 LX6402
 LX6402_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7888493629(NAD 83)
 LX6402_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6402_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6402+STABILITY: SURFACE MOTION
 LX6402
 LX6402  HISTORY     - Date     Condition        Report By
 LX6402  HISTORY     - 1976     MONUMENTED       NGS
 LX6402  HISTORY     - 1981     GOOD             NGS
 LX6402  HISTORY     - 1981     GOOD             NGS
 LX6402  HISTORY     - 1982     GOOD             NGS
 LX6402
 LX6402                          STATION DESCRIPTION
 LX6402
 LX6402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6402'STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF THE JUNCTION OF
 LX6402'STATE HIGHWAYS 10 AND 68 IN CHESHIRE, 2-1/2 MILES NORTHWEST OF
 LX6402'WALLINGFORD, AT THE ENTRANCE TO AND ON PROPERTY OWNED BY THE
 LX6402'GAYLORD HOSPITAL, POST OFFICE BOX 400, WALLINGFORD,
 LX6402'CONNECTICUT, PHONE NUMBER 269-3344.
 LX6402'
 LX6402'TO REACH THE STATION FORM THE JUNCTION OF STATE HIGHWAYS 10
 LX6402'AND 68 IN CHESHIRE, GO SOUTH ON HIGHWAY 10 FOR 0.1 MILE TO THE
 LX6402'JUNCTION OF WALLINGFORD ROAD.  TURN LEFT AND GO SOUTHEAST ON
 LX6402'WALLINGFORD ROAD FOR 3.0 MILES TO THE ENTRANCE TO THE GAYLORD
 LX6402'HOSPITAL ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 LX6402'
 LX6402'STATION MARKS, STAMPED---GAYLORD 1976---, ARE STANDARD DISKS.
 LX6402'THE SURFACE DISK IS SET IN A 12-INCH ROUND CONCRETE POST FLUSH
 LX6402'WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN AN
 LX6402'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LX6402'SURFACE.  THEY ARE 66 FEET NORTHWEST OF CENTER OF THE JUNCTION
 LX6402'OF WALLINGFORD ROAD AND THE ENTRANCE TO THE HOSPITAL, 57 FEET
 LX6402'WEST OF CENTER OF A GRAVELED DRIVE, 35 FEET EAST OF A 30-INCH
 LX6402'TREE, 27 FEET NORTH OF CENTER OF WALLINGFORD ROAD AND 5 FEET
 LX6402'SOUTH OF THE EDGE OF A PLOWED FIELD.  A 30-INCH STEEL
 LX6402'ROD WAS SET IN THE MONUMENT.
 LX6402'
 LX6402'REFERENCE MARK 1, STAMPED---GAYLORD NO 1 1976---, IS A STANDARD
 LX6402'DISK SET IN A 12-INCH ROUND CONCRETE POST FLUSH WITH THE
 LX6402'GROUND SURFACE.  IT IS 86 FEET NORTH OF CENTER OF THE JUNCTION
 LX6402'OF THE ENTRANCE TO THE HOSPITAL AND WALLINGFORD ROAD, 49 FEET
 LX6402'NORTHWEST OF AN EVERGREEN TREE, 20 FEET WEST OF THE CENTER OF
 LX6402'THE GRAVELED DRIVE AND 5 FEET SOUTHEAST OF THE EDGE OF A PLOWED
 LX6402'FIELD.
 LX6402'
 LX6402'REFERENCE MARK 2, STAMPED---GAYLORD NO 2 1976---, IS A STANDARD
 LX6402'DISK SET IN A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH WITH
 LX6402'THE GROUND SURFACE.  IT IS 31 FEET SOUTHWEST OF THE CENTER OF
 LX6402'WALLINGFORD ROAD, 21 FEET NORTHWEST OF THE CENTER OF THE
 LX6402'ENTRANCE TO THE HOSPITAL, 7 FEET SOUTHEAST OF THE EAST EDGE OF
 LX6402'PARKING LOT D AND 1 FOOT NORTH OF THE NORTH END OF A HEDGE ROW.
 LX6402'
 LX6402'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK AT THIS
 LX6402'TIME.
 LX6402'
 LX6402'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX6402'
 LX6402'DESCRIBED BY E.L. WORD.
 LX6402
 LX6402                          STATION RECOVERY (1981)
 LX6402
 LX6402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6402'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION, BUT
 LX6402'THE SURFACE MARK WAS FOUND JARRED AND SLIGHTLY LEANING AND WAS
 LX6402'LOWERED AT THIS TIME.  REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED
 LX6402'AND REFERENCE MARKS 3 AND 4 AND A LONG REFERENCE MARK 5 WERE
 LX6402'ESTABLISHED AT THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 LX6402'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTHEAST OF
 LX6402'WALLINGFORD, 3.7 KM (2.3 MI) SOUTHWEST OF YALESVILLE AND 4.5 KM
 LX6402'(2.8 MI) SOUTHEAST OF CHESHIRE.
 LX6402'OWNERSHIP--GAYLORD HOSPITAL, PERMISSION BY MR LIROT, PO BOX 400,
 LX6402'WALLINGFORD CT, PHONE 203-269-3344.
 LX6402'
 LX6402'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 10 AND
 LX6402'68 IN CHESHIRE.  GO SOUTH ON HIGHWAY 10 FOR 0.2 KM (0.1 MI)
 LX6402'TO A SIDE ROAD LEFT (WALLINGFORD ROAD).  TURN LEFT AND GO
 LX6402'EAST-SOUTHEAST ON WALLINGFORD ROAD FOR 3.3 KM (2.05 MI) TO A FORK.
 LX6402'KEEP TO THE LEFT AND GO SOUTHEAST FOLLOWING WALLINGFORD ROAD FOR
 LX6402'1.4 KM (0.9 MI) TO THE STATION ON THE LEFT AS DESCRIBED.
 LX6402'
 LX6402'THE STATION IS A STANDARD NGS DISK
 LX6402'STAMPED---GAYLORD 1976 1981---,
 LX6402'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6402'RECESSED 36 CM BELOW THE GROUND.  IT IS LOCATED
 LX6402'9.85 METERS (32.3 FT) NORTH-NORTHWEST FROM UTILITY POLE 4979,
 LX6402'11.21 METERS (36.75 FT) EAST FROM A MAPLE TREE 91 CM IN DIAMETER
 LX6402'AND
 LX6402'7.8 METERS (25.6 FT) NORTH-NORTHEAST FROM THE CENTER OF A PAVED
 LX6402'ROAD.
 LX6402'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6402'STAMPED---GAYLORD 1976---,
 LX6402'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX6402'
 LX6402'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX6402'STAMPED---GAYLORD 1976 NO 3 1981---,
 LX6402'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6402'FLUSH WITH GROUND.  IT IS LOCATED
 LX6402'32.68 METERS (107.2 FT) NORTH-NORTHEAST FROM THE CENTER OF A
 LX6402'PAVED ROAD,
 LX6402'5.6 METERS (18.4 FT) SOUTHEAST FROM THE CENTER OF A GRAVEL DRIVE
 LX6402'AND
 LX6402'1.1 METERS (3.6 FT) WEST FROM A 51 CM IN DIAMETER PINE TREE.
 LX6402'MARK IS LEVEL WITH STATION.
 LX6402'
 LX6402'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX6402'STAMPED---GAYLORD NO 4 1981---,
 LX6402'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6402'FLUSH WITH GROUND.  IT IS LOCATED
 LX6402'18.1 METERS (59.4 FT) SOUTH-SOUTHEAST FROM UTILITY POLE 4979,
 LX6402'9.4 METERS (30.85 FT) SOUTH-SOUTHWEST FROM A 76 CM IN
 LX6402'DIAMETER MAPLE TREE AND
 LX6402'15.0 METERS (49.2 FT) WEST FROM A 46 CM IN DIAMETER MAPLE TREE.
 LX6402'MARK IS LEVEL WITH STATION.
 LX6402'
 LX6402'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 LX6402'STAMPED---GAYLORD 1976 NO 5 1981---,
 LX6402'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6402'FLUSH WITH GROUND.  IT IS LOCATED
 LX6402'38.84 METERS (127.4 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER
 LX6402'OF A FRAME CAR SHED,
 LX6402'29.6 METERS (97.11 FT) EAST-NORTHEAST FROM UTILITY POLE NUMBER
 LX6402'5426 AND
 LX6402'0.65 METERS (2.13 FT) WEST FROM UTILITY POLE 9488.
 LX6402'
 LX6402'TO REACH REFERENCE MARK 5 FROM GAYLORD HOSPITAL, IN
 LX6402'WALLINGFORD.  FOLLOW MAIN ENTRANCE ROAD TO THE
 LX6402'HOSPITAL FOR ABOUT 0.08 KM (0.05 MI) TO WHERE THE DRIVE
 LX6402'TURNS RIGHT.  FOLLOW ROAD AROUND TO THE RIGHT FOR ABOUT
 LX6402'45.7 METERS (150 FT) TO A 4-WAY INTERSECTION.  TURN RIGHT INTO
 LX6402'PARKING LOT LABELED E AND THE REFERENCE MARK IS IN THE
 LX6402'WEST END OF THE GRASSY ISLAND, NEAR THE LAST LIGHT POLE.
 LX6402'
 LX6402'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.8 METERS.
 LX6402'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THEY ARE BLOCKED
 LX6402'BY A PINE TREE.
 LX6402
 LX6402                          STATION RECOVERY (1981)
 LX6402
 LX6402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LX6402'THE STATION MARK, REFERENCE MARKS 3, 4 AND 5 WERE RECOVERED IN GOOD
 LX6402'CONDITION.  REFERENCE MARK 4 WAS IN THE WAY OF CONSTRUCTION TO WIDEN
 LX6402'THE ROAD LEADING TO THE HOSPITAL.  THE MARK WAS DESTROYED AFTER
 LX6402'OBSERVATIONS WERE CHECKED TO IT.  THE DISTANCE TO REFERENCE MARK 5 IN
 LX6402'THE BOX SCORE IS THE 1981 DISTANCE.  ALSO THE DISTANCE AND DIRECTION
 LX6402'TO REFERENCE MARK 3 COULD NOT BE CHECKED AT THIS TIME DUE TO THE CORN
 LX6402'CULTIVATED FIELD.  THE DISTANCE AND DIRECTION TO THIS MARK IN THE BOX
 LX6402'SCORE IS FROM 1981 OBSERVATIONS.  REFERENCE MARK 6 WAS ESTABLISHED AT
 LX6402'THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LX6402'
 LX6402'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) SOUTHEAST OF CHESHIRE
 LX6402'3.7 KM (2.3 MI) SOUTHWEST OF YALESVILLE AND 3.5 KM (2.2 MI) NORTH-
 LX6402'WEST OF WALLINGFORD.  IT IS ALONG THE SOUTH SIDE OF A CULTIVATED
 LX6402'FIELD.
 LX6402'
 LX6402'OWNERSHIP--GAYLORD HOSPITAL, PERMISSION BY MR CHARLES LIPOT, POST
 LX6402'OFFICE BOX 400, WALLINGFORT, CT, TELEPHONE (203) 269-3344.
 LX6402'
 LX6402'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 68 IN
 LX6402'CHESHIRE, GO SOUTH ON HIGHWAY 10 FOR 0.2 KM (0.1 MI) TO A SIDE ROAD
 LX6402'LEFT.  TURN LEFT AND GO EAST AND SOUTHEAST OF WALLINGFORD ROAD FOR
 LX6402'5.0 KM (3.1 MI) TO A CROSSROAD AND THE STATION ON THE LEFT, JUST
 LX6402'BEFORE REACHING THE CROSSROAD.  IT IS IN THE NORTHWEST ANGLE OF THE
 LX6402'INTERSECTION.  THE ROAD TO THE RIGHT LEADS TO THE HOSPITAL.
 LX6402'
 LX6402'THE STATION IS A STANDARD NGS DISK STAMPED--GAYLORD 1976 1981--SET
 LX6402'INTO THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE MONUMENT RECESSED
 LX6402'30 CM (12 INCHES) BELOW THE GROUND.
 LX6402'
 LX6402'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--GAYLORD 1976 NO 3
 LX6402'1981--SET INTO THE TOP OF A 30 CM (12 INCHES) ROUND CONCRETE MONUMENT
 LX6402'FLUSH WITH THE SURFACE OF THE GROUND.
 LX6402'
 LX6402'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--GAYLORD 1976 NO 5
 LX6402'1981--SET INTO THE TOP OF A 30 CM (12 INCHES) ROUND CONCRETE MONUMENT
 LX6402'FLUSH WITH THE SURFACE OF THE GROUND.
 LX6402'
 LX6402'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--GAYLORD 1976 NO 6
 LX6402'1983--CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 LX6402'CATCH BASIN AT THE NORTHEAST CORNER OF A PARKING LOT AND 1.0 FT
 LX6402'(0.3 METERS) HIGHER THAN THE STAITON.
 LX6402'
 LX6402'TO REACH THE REFERENCE MARK 5 FROM THE STATION, GO SOUTHEAST ON THE
 LX6402'PAVED ROAD LEADING TO THE HOSPITAL FOR 0.1 KM (0.05 MI) TO WHERE THE
 LX6402'ROAD TURNS RIGHT.  FOLLOW THE PAVED ROAD AROUND TO THE RIGHT FOR
 LX6402'ABOUT 150 FT TO A 4-WAY INTERSECTION.  TURN RIGHT INTO THE PARKING
 LX6402'LOT LABELED E AND THE MARK IS IN THE WEST END OF THE GRASSY ISLAND,
 LX6402'NEAR THE LAST POWERLINE POLE.
 LX6402
 LX6402                          STATION RECOVERY (1982)
 LX6402
 LX6402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6402'THE STATION WAS RECOVERED AS DESCRIBED IN 1981, NO DIRECTIONS
 LX6402'OR MEASUREMENTS WERE TAKEN.
 LX6402'
 LX6402'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX6402'
 LX6402'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6406 ***********************************************************************
 LX6406  DESIGNATION -  GAYLORD RM 5
 LX6406  PID         -  LX6406
 LX6406  STATE/COUNTY-  CT/NEW HAVEN
 LX6406  USGS QUAD   -  BRANFORD (1984)
 LX6406
 LX6406                         *CURRENT SURVEY CONTROL
 LX6406  ___________________________________________________________________
 LX6406* NAD 83(1996)-  41 28 24.76021(N)    072 51 33.51470(W)     ADJUSTED  
 LX6406* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 LX6406  ___________________________________________________________________
 LX6406  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LX6406  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX6406
 LX6406  HORZ ORDER  -  SECOND
 LX6406
 LX6406.The horizontal coordinates were established by classical geodetic methods
 LX6406.and adjusted by the National Geodetic Survey in August 1998..
 LX6406.No horizontal observational check was made to the station.
 LX6406
 LX6406.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6406
 LX6406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6406
 LX6406.The geoid height was determined by GEOID03.
 LX6406
 LX6406;                    North         East     Units Scale Factor Converg.
 LX6406;SPC CT       -   223,506.657   295,670.112   MT  0.99998369   -0 04 20.9
 LX6406;SPC CT       -   733,288.09    970,044.36   sFT  0.99998369   -0 04 20.9
 LX6406;UTM  18      - 4,593,539.151   678,745.828   MT  0.99999320   +1 25 05.2
 LX6406
 LX6406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6406!SPC CT       -   0.99998684  x   0.99998369  =   0.99997053
 LX6406!UTM  18      -   0.99998684  x   0.99999320  =   0.99998004
 LX6406
 LX6406                          SUPERSEDED SURVEY CONTROL
 LX6406
 LX6406  NAD 83(1992)-  41 28 24.75940(N)    072 51 33.51474(W) AD(       ) 2
 LX6406  NAD 83(1986)-  41 28 24.76162(N)    072 51 33.51692(W) AD(       ) 2
 LX6406  NAD 27      -  41 28 24.41181(N)    072 51 35.13858(W) AD(       ) 2
 LX6406  NGVD 29 (07/19/86)  113.6    (m)          373.     (f) VERT ANG       
 LX6406
 LX6406.Superseded values are not recommended for survey control.
 LX6406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6406.See file dsdata.txt to determine how the superseded data were derived.
 LX6406
 LX6406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7874693539(NAD 83)
 LX6406_MARKER: DR = REFERENCE MARK DISK
 LX6406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6406+STABILITY: SURFACE MOTION
 LX6406
 LX6406  HISTORY     - Date     Condition        Report By
 LX6406  HISTORY     - 1981     MONUMENTED       NGS
 LX6406
 LX6406                          STATION DESCRIPTION
 LX6406
 LX6406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6406'THE STATION IS LOCATED IN WALLINGFORD, ON THE GAYLORD HOSPITAL
 LX6406'GROUNDS.
 LX6406'OWNERSHIP--GAYLORD HOSPITAL, PERMISSION BY MR LIROT, PO BOX 400,
 LX6406'WALLINGFORD CT, PHONE 203-269-3344.
 LX6406'
 LX6406'TO REACH THE STATION FROM THE MAIN HOSPITAL ENTRANCE TO THE
 LX6406'GAYLORD HOSPITAL IN WALLINGFORD.  FOLLOW THE MAIN ENTRANCE ROAD
 LX6406'FOR ABOUT 0.08 KM (0.05 MI) TO WHERE THE DRIVE TURNS RIGHT.
 LX6406'FOLLOW THE ROAD AROUND TO THE RIGHT FOR ABOUT 45.7 METERS (150 FT)
 LX6406'TO A 4-WAY INTERSECTION.  TURN RIGHT INTO PARKING LOT
 LX6406'LABELED E AND STATION IS IN THE WEST END OF THE GRASSY
 LX6406'ISLAND NEAR THE LAST LIGHT POLE.
 LX6406'
 LX6406'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX6406'STAMPED---GAYLORD 1976 NO 5 1981---,
 LX6406'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6406'FLUSH WITH GROUND.  IT IS LOCATED
 LX6406'38.84 METERS (127.4 FT) NORTH-NORTHWEST FROM THE NORTHEAST CORNER
 LX6406'OF A FRAME CAR SHED,
 LX6406'29.6 METERS (97.11 FT) EAST-NORTHEAST FROM UTILITY POLE NUMBER
 LX6406'5426 AND
 LX6406'0.65 METERS (2.13 FT) WEST FROM UTILITY POLE 9488.
 LX6406'
 LX6406'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX6406'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3583 ***********************************************************************
 LW3583  DESIGNATION -  GEER
 LW3583  PID         -  LW3583
 LW3583  STATE/COUNTY-  CT/NEW LONDON
 LW3583  USGS QUAD   -  JEWETT CITY (1984)
 LW3583
 LW3583                         *CURRENT SURVEY CONTROL
 LW3583  ___________________________________________________________________
 LW3583* NAD 83(1996)-  41 36 03.34267(N)    071 57 17.50066(W)     ADJUSTED  
 LW3583* NAVD 88     -       100.9    (meters)     331.     (feet)  VERTCON   
 LW3583  ___________________________________________________________________
 LW3583  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LW3583  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LW3583
 LW3583  HORZ ORDER  -  FIRST
 LW3583
 LW3583.The horizontal coordinates were established by classical geodetic methods
 LW3583.and adjusted by the National Geodetic Survey in August 1998..
 LW3583
 LW3583.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3583
 LW3583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3583
 LW3583.The geoid height was determined by GEOID03.
 LW3583
 LW3583;                    North         East     Units Scale Factor Converg.
 LW3583;SPC CT       -   237,953.440   371,086.455   MT  0.99998383   +0 31 38.0
 LW3583;SPC CT       -   780,685.58  1,217,472.81   sFT  0.99998383   +0 31 38.0
 LW3583;UTM  19      - 4,609,687.209   253,749.269   MT  1.00034630   -1 57 46.2
 LW3583;UTM  18      - 4,609,949.024   753,775.060   MT  1.00039261   +2 01 22.3
 LW3583
 LW3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3583!SPC CT       -   0.99998891  x   0.99998383  =   0.99997274
 LW3583!UTM  19      -   0.99998891  x   1.00034630  =   1.00033521
 LW3583!UTM  18      -   0.99998891  x   1.00039261  =   1.00038151
 LW3583
 LW3583|---------------------------------------------------------------------|
 LW3583| PID    Reference Object                     Distance      Geod. Az  |
 LW3583|                                                           dddmmss.s |
 LW3583| CB7721 GEER RM 1                           100.804 METERS 01805     |
 LW3583| LW3601 PLAINFIELD CONG CHURCH SPIRE        APPROX. 9.9 KM 0194146.4 |
 LW3583| LW3604 PLAINFIELD OLD ACADEMY CUPOLA       APPROX.10.0 KM 0210028.9 |
 LW3583| CB7722 GEER RM 2                            37.113 METERS 11532     |
 LW3583| LW3580 GLASCO BLEACHING CO STACK           APPROX. 7.5 KM 1312942.3 |
 LW3583| CB7720 GEER AZ MK                                         2311418.0 |
 LW3583|---------------------------------------------------------------------|
 LW3583
 LW3583                          SUPERSEDED SURVEY CONTROL
 LW3583
 LW3583  NAD 83(1992)-  41 36 03.34166(N)    071 57 17.50005(W) AD(       ) 1
 LW3583  NAD 83(1986)-  41 36 03.34190(N)    071 57 17.50105(W) AD(       ) 1
 LW3583  NAD 27      -  41 36 02.98577(N)    071 57 19.23126(W) AD(       ) 1
 LW3583  NGVD 29 (07/19/86)  101.2    (m)          332.     (f) VERT ANG       
 LW3583
 LW3583.Superseded values are not recommended for survey control.
 LW3583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3583.See file dsdata.txt to determine how the superseded data were derived.
 LW3583
 LW3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5374909687(NAD 83)
 LW3583_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3583
 LW3583  HISTORY     - Date     Condition        Report By
 LW3583  HISTORY     - 1937     MONUMENTED       CTGS
 LW3583  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3583  HISTORY     - 1975     GOOD             NGS
 LW3583
 LW3583                          STATION DESCRIPTION
 LW3583
 LW3583'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3583'STATION IS ON THE PROPERTY OF MRS. E. A. GEER, NEAR THE TOP OF
 LW3583'GEER HILL ABOUT 1.5 MILES EAST BY SOUTH OF JEWETT CITY.  TO
 LW3583'REACH STATION FROM JEWETT CITY AT JUNCTION OF ROUTES 12 AND
 LW3583'138.  PROCEED EAST 1.75 MILES ON ROUTE 138.  AT RIGHT BEND OF
 LW3583'HIGHWAY, TAKE LEFT DIRT FORK EAST PAST THE FRONT OF A BOARDED UP
 LW3583'SCHOOLHOUSE ON LEFT FOR 0.45 MILES TO DIRT CROSS ROAD.  TURN
 LW3583'LEFT, AND PROCEED 0.2 MILE TO HOUSE OF MRS. E. A. GEER BEARING
 LW3583'LEFT OF HOUSE.  PROCEED 0.3 MILE TO TOP OF GRADE AND STATION
 LW3583'IS ON EAST SIDE OF ROAD DIRECTLY OPPOSITE A BARWAY IN
 LW3583'STONEWALL FENCE ON WEST SIDE OF ROAD.  STATION IS A
 LW3583'STANDARD DISK SET IN CONCRETE MONUMENT FLUSH WITH GROUND
 LW3583'STAMPED GEER 1937.
 LW3583'
 LW3583'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3583'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1 AND 12A.
 LW3583'
 LW3583'UNDERGROUND STATION MARK IS A STANDARD DISK STAMPED GEER-1937
 LW3583'SET IN 3 INCHES OF CONCRETE, 40 INCHES BELOW, AND DIRECTLY
 LW3583'UNDER THE STATION MARK.  THERE IS 3 INCHES OF DIRT BETWEEN THE
 LW3583'UNDERGROUND MARK AND THE CONCRETE POST THAT HOLDS THE STATION
 LW3583'MARK.
 LW3583'
 LW3583'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GEER-1937-NO. 1
 LW3583'SET IN A LARGE BOULDER 12- BY 6- BY 4-FEET HIGH, 270 FEET EAST
 LW3583'OF CENTER LINE OF DIRT ROAD, 40 FEET WEST OF EAST WALL BOUNDARY,
 LW3583'175 FEET NORTH OF SOUTH WALL BOUNDARY, AND 330.76 FEET
 LW3583'NORTH-NORTHEAST OF STATION.  REFERENCE MARK NO. 2 IS A STANDARD
 LW3583'DISK STAMPED GEER-1937-NO.2 SET IN OUTCROPPING ROCK, 2-1/2 FEET
 LW3583'IN DIAMETER AND 3 INCHES HIGH, 100 FEET EAST OF CENTER LINE OF
 LW3583'DIRT ROAD, AND 121.72 FEET SOUTHEAST OF STATION.
 LW3583'
 LW3583'AZIMUTH MARK IS A STANDARD DISK STAMPED GEER-1937 SET IN
 LW3583'OUTCROPPING ROCK, IN SOUTH SIDE OF THIRD PASTURE, 1150 FEET
 LW3583'SOUTHWEST OF STATION, 40 FEET NORTH OF STONE WALL, AND 150 FEET
 LW3583'WEST OF STONE WALL.
 LW3583'
 LW3583'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LW3583
 LW3583                          STATION RECOVERY (1973)
 LW3583
 LW3583'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3583'GEER 1937 EXCELLENT
 LW3583'
 LW3583'GEER NO. 1 1937 EXCELLENT
 LW3583'
 LW3583'GEER NO. 2 1937 EXCELLENT
 LW3583'
 LW3583'GEER (AZIMUTH MARK) GOOD
 LW3583'
 LW3583'TO REACH FROM THE INTERSECTION OF CONN. 52 (CONN. TURNPIKE) AND
 LW3583'CONN. 138 (PACHAUG ROAD) IN THE TOWN OF GRISWOLD, GO SOUTHEAST
 LW3583'ON CONN. 138 FOR 0.64 MILE TO OAKVILLE ROAD ON LEFT.  TURN LEFT
 LW3583'AND GO 0.1 MILE TO CROSSROAD (TAYLOR HILL ROAD), CONTINUE
 LW3583'STRAIGHT THROUGH INTERSECTION AND GO NORTHEAST FOR 0.46 MILE
 LW3583'TO CROSSROAD (NORMAN ROAD).  TURN LEFT ON NORMAN ROAD AND GO
 LW3583'NORTHWEST FOR 0.56 MILE TO TOP OF HILL AND STATION ON RIGHT.
 LW3583
 LW3583                          STATION RECOVERY (1975)
 LW3583
 LW3583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3583'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 LW3583'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 LW3583'REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.012 METER AND
 LW3583'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE LONGER BY
 LW3583'0.012 METER.  THE DIRECTIONS TO THE REFERENCE MARKS AND THE
 LW3583'AZIMUTH MARK CHECKED THE 1937 DESCRIPTION.  A NEW AND COMPLETE
 LW3583'DESCRIPTION FOLLOWS.
 LW3583'
 LW3583'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF
 LW3583'VOLUNTOWN, 1-3/4 MILES NORTHWEST OF THE NORTHWEST END OF
 LW3583'PACHAUG POND, 1-1/2 MILES EAST OF JEWETT CITY AND ON THE
 LW3583'PROPERTY OF MR. GEORGE NORMAN.  RFD 1.  JEWETT CITY,
 LW3583'CONNECTICUT.  HIS TELEPHONE NUMBER IS 376-2093.
 LW3583'
 LW3583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52,
 LW3583'WHICH IS THE CONNECTICUT TURNPIKE, AND STATE HIGHWAY 138, GO
 LW3583'EASTERLY ON HIGHWAY 138 FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 LW3583'LEFT AND THEN RIGHT AND CONTINUE EASTERLY ON OAKVILLE ROAD FOR
 LW3583'0.05 MILE TO A CROSSROAD, TAYLOR HILL ROAD.  CONTINUE EASTERLY
 LW3583'ON OAKVILLE ROAD FOR 0.45 MILE TO A CROSSROAD, TURN LEFT AND GO
 LW3583'NORTHERLY ON A PAVED ROAD FOR 0.5 MILE TO THE STATION ON THE
 LW3583'RIGHT AS DESCRIBED.
 LW3583'
 LW3583'THE STATION MARKS, STAMPED GEER 1937, ARE STANDARD DISKS.  THE
 LW3583'SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LW3583'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.  THE
 LW3583'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LW3583'CONCRETE WHICH IS ABOUT 40 INCHES BELOW THE GROUND
 LW3583'SURFACE.  THEY ARE 124 FEET SOUTH OF AN EAST-WEST ROCK FENCE,
 LW3583'32 FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD, 17.3
 LW3583'FEET NORTHEAST OF A 14-INCH TREE WITH A WITNESS SIGN ATTACHED
 LW3583'AND 9.4 FEET SOUTHEAST OF THE NORTH GATE POST OF A GATE
 LW3583'LEADING INTO THE FIELD.
 LW3583'
 LW3583'REFERENCE MARK 1, STAMPED GEER 1937 NO 1, IS A STANDARD DISK
 LW3583'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH
 LW3583'PROJECTS ABOUT 5 FEET ABOVE THE GROUND SURFACE.  IT IS 171.5
 LW3583'FEET NORTH OF A ROCK FENCE, 34 FEET WEST OF A ROCK FENCE, 1.5
 LW3583'FEET SOUTH OF THE NORTH EDGE OF THE BOULDER AND 1 FOOT EAST OF
 LW3583'THE WEST EDGE OF THE BOULDER.
 LW3583'
 LW3583'REFERENCE MARK 2, STAMPED GEER 1937 NO 2, IS A STANDARD
 LW3583'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 LW3583'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 99
 LW3583'FEET EAST OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND 82
 LW3583'FEET EAST OF A ROCK FENCE.
 LW3583'
 LW3583'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK SOUTHEAST
 LW3583'ACROSS A FIELD FOR 0.15 MILE TO A ROCK FENCE, CROSS THE ROCK
 LW3583'FENCE AND CONTINUE SOUTHEAST FOR 0.05 MILE TO THE AZIMUTH MARK
 LW3583'AS DESCRIBED.
 LW3583'
 LW3583'THE AZIMUTH MARK, STAMPED GEER 1937, IS A STANDARD DISK
 LW3583'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LW3583'BEDROCK WHICH IS ABOUT 5 FEET ACROSS AND PROJECTS ABOUT 18
 LW3583'INCHES ABOVE THE GROUND SURFACE.  IT IS 189 FEET WEST OF A ROCK
 LW3583'FENCE AND 49 FEET NORTH OF A ROCK FENCE.
 LW3583'
 LW3583'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO THE
 LW3583'EXTREME DISTANCE, DIFFERENCE IN ELEVATION AND OBSTRUCTIONS.
 LW3583'
 LW3583'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 LW3583'
 LW3583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3583'1-1/2 MILES EAST OF JEWETT CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6004 ***********************************************************************
 LX6004  DESIGNATION -  GELSTONS GABLE
 LX6004  PID         -  LX6004
 LX6004  STATE/COUNTY-  CT/MIDDLESEX
 LX6004  USGS QUAD   -  DEEP RIVER (1971)
 LX6004
 LX6004                         *CURRENT SURVEY CONTROL
 LX6004  ___________________________________________________________________
 LX6004* NAD 83(1996)-  41 28 15.41204(N)    072 26 50.58139(W)     ADJUSTED  
 LX6004* NAVD 88     -                                                        
 LX6004  ___________________________________________________________________
 LX6004  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LX6004  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6004
 LX6004  HORZ ORDER  -  THIRD
 LX6004
 LX6004.The horizontal coordinates were established by classical geodetic methods
 LX6004.and adjusted by the National Geodetic Survey in August 1998..
 LX6004
 LX6004
 LX6004.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6004
 LX6004.The geoid height was determined by GEOID03.
 LX6004
 LX6004;                    North         East     Units Scale Factor Converg.
 LX6004;SPC CT       -   223,256.750   330,078.736   MT  0.99998374   +0 12 02.3
 LX6004;SPC CT       -   732,468.19  1,082,933.32   sFT  0.99998374   +0 12 02.3
 LX6004;UTM  18      - 4,594,184.397   713,152.408   MT  1.00015916   +1 41 27.9
 LX6004
 LX6004                          SUPERSEDED SURVEY CONTROL
 LX6004
 LX6004  NAD 83(1992)-  41 28 15.41127(N)    072 26 50.58115(W) AD(       ) 4
 LX6004  NAD 83(1986)-  41 28 15.41296(N)    072 26 50.58373(W) AD(       ) 4
 LX6004  NAD 27      -  41 28 15.05300(N)    072 26 52.28900(W) AD(       ) 3
 LX6004
 LX6004.Superseded values are not recommended for survey control.
 LX6004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6004.See file dsdata.txt to determine how the superseded data were derived.
 LX6004
 LX6004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1315294184(NAD 83)
 LX6004
 LX6004  HISTORY     - Date     Condition        Report By
 LX6004  HISTORY     - 1934     MONUMENTED       CGS
 LX6004  HISTORY     - 1984     GOOD             USPSQD
 LX6004  HISTORY     - 19971002 GOOD             USPSQD
 LX6004  HISTORY     - 19980308 GOOD             USPSQD
 LX6004
 LX6004                          STATION DESCRIPTION
 LX6004
 LX6004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6004'THE RESIDENCE OF GEORGE H. GELSTON IS ON THE S SIDE OF THE
 LX6004'ROAD THAT TURNS WESTERLY OFF ROUTE 151, 0.7 MILE S OF THE EAST
 LX6004'HADDAM CONGREGATIONAL CHURCH.  IT IS THE FIRST HOUSE ON THE
 LX6004'ROAD 0.15 MILE FROM THE MAIN HIGHWAY.  THERE ARE A LARGE GROUP
 LX6004'OF BARNS OPPOSITE THE HOUSE.
 LX6004'
 LX6004'THE HOUSE IS A TWO-STORY, WOOD, WHITE PAINTED STRUCTURE WITH
 LX6004'A GREEN COMPOSITION ROOF.  THE GABLES FACE E AND W.  THERE ARE
 LX6004'TWO CHIMNEYS ON THE HOUSE.  ONE FROM A SMALL WING RISES
 LX6004'ALONGSIDE THE S WALL AND ANOTHER PASSES THROUGH THE APEX OF
 LX6004'THE W GABLE.
 LX6004'
 LX6004'CENTER IS THE CENTER LINE OF THE E GABLE.  IT IS ABOUT 23
 LX6004'METERS S OF THE CENTER LINE OF THE ROAD.
 LX6004
 LX6004                          STATION RECOVERY (1984)
 LX6004
 LX6004'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6004'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX6004'ACCURATE.
 LX6004
 LX6004                          STATION RECOVERY (1997)
 LX6004
 LX6004'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6004'RECOVERED IN GOOD CONDITION.
 LX6004
 LX6004                          STATION RECOVERY (1998)
 LX6004
 LX6004'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX6004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5423 ***********************************************************************
 LX5423  DESIGNATION -  GIANT
 LX5423  PID         -  LX5423
 LX5423  STATE/COUNTY-  CT/NEW LONDON
 LX5423  USGS QUAD   -  NIANTIC (1983)
 LX5423
 LX5423                         *CURRENT SURVEY CONTROL
 LX5423  ___________________________________________________________________
 LX5423* NAD 83(1996)-  41 17 48.05318(N)    072 13 52.03144(W)     ADJUSTED  
 LX5423* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5423  ___________________________________________________________________
 LX5423  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LX5423  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX5423
 LX5423  HORZ ORDER  -  THIRD
 LX5423
 LX5423.The horizontal coordinates were established by classical geodetic methods
 LX5423.and adjusted by the National Geodetic Survey in August 1998..
 LX5423
 LX5423.The orthometric height was scaled from a topographic map.
 LX5423
 LX5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5423
 LX5423.The geoid height was determined by GEOID03.
 LX5423
 LX5423;                    North         East     Units Scale Factor Converg.
 LX5423;SPC CT       -   203,988.968   348,259.722   MT  0.99999165   +0 20 38.6
 LX5423;SPC CT       -   669,253.81  1,142,582.10   sFT  0.99999165   +0 20 38.6
 LX5423;SPC NY L     -   126,984.221   448,149.393   MT  1.00002523   +1 09 25.2
 LX5423;SPC NY L     -   416,614.07  1,470,303.47   sFT  1.00002523   +1 09 25.2
 LX5423;UTM  18      - 4,575,390.833   731,831.547   MT  1.00026150   +1 49 41.4
 LX5423
 LX5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5423!SPC CT       -   1.00000485  x   0.99999165  =   0.99999650
 LX5423!SPC NY L     -   1.00000485  x   1.00002523  =   1.00003008
 LX5423!UTM  18      -   1.00000485  x   1.00026150  =   1.00026635
 LX5423
 LX5423|---------------------------------------------------------------------|
 LX5423| PID    Reference Object                     Distance      Geod. Az  |
 LX5423|                                                           dddmmss.s |
 LX5423| LX5486 BROCHETT CHIMNEY                     66.042 METERS 02124     |
 LX5423| LX5428 LONG LEDGE HOUSE GABLE              APPROX. 0.9 KM 1353535.3 |
 LX5423| LX5824 HATCHETT                            APPROX. 3.0 KM 2390437.2 |
 LX5423| CZ6517 GIANT RM 1                           33.900 METERS 25027     |
 LX5423| CZ6518 GIANT RM 2                           16.300 METERS 35527     |
 LX5423|---------------------------------------------------------------------|
 LX5423
 LX5423                          SUPERSEDED SURVEY CONTROL
 LX5423
 LX5423  NAD 83(1992)-  41 17 48.05205(N)    072 13 52.03100(W) AD(       ) 3
 LX5423  NAD 83(1986)-  41 17 48.05377(N)    072 13 52.03538(W) AD(       ) 3
 LX5423  NAD 27      -  41 17 47.70000(N)    072 13 53.76500(W) AD(       ) 3
 LX5423
 LX5423.Superseded values are not recommended for survey control.
 LX5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5423.See file dsdata.txt to determine how the superseded data were derived.
 LX5423
 LX5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3183275391(NAD 83)
 LX5423_MARKER: DS = TRIANGULATION STATION DISK
 LX5423_SETTING: 66 = SET IN ROCK OUTCROP
 LX5423_SP_SET: SET IN A ROCK LEDGE
 LX5423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5423+STABILITY: POSITION/ELEVATION WELL
 LX5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5423+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 LX5423
 LX5423  HISTORY     - Date     Condition        Report By
 LX5423  HISTORY     - 1934     MONUMENTED       CGS
 LX5423  HISTORY     - 1968     GOOD             CGS
 LX5423  HISTORY     - 1983     GOOD             USPSQD
 LX5423  HISTORY     - 1989     GOOD             USPSQD
 LX5423  HISTORY     - 19991226 GOOD             USPSQD
 LX5423  HISTORY     - 20011001 GOOD             USPSQD
 LX5423  HISTORY     - 20030417 GOOD             USPSQD
 LX5423  HISTORY     - 20050404 GOOD             USPSQD
 LX5423  HISTORY     - 20060405 GOOD             USPSQD
 LX5423
 LX5423                          STATION DESCRIPTION
 LX5423
 LX5423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5423'THE STATION IS LOCATED ON TOP OF AND AT THE S END OF AN OBLONG
 LX5423'OUTCROPPING LEDGE WHICH RISES ABOUT 8 FEET ABOVE HIGH WATER AND IS
 LX5423'A PROMINENT FEATURE OF THE POINT.  THIS LEDGE MARKS THE S END OF
 LX5423'GIANTS NECK POINT AND CAN EASILY BE IDENTIFIED BY AN X SEAM
 LX5423'FORMATION IN THE ROCK.  THE STATION IS S 18.75 METERS FROM THE
 LX5423'CENTER OF THE X AND 18 METERS N OF THE HIGH WATER LINE AND 38.3
 LX5423'METERS FROM THE SE CORNER OF A TWO-STORY SHINGLE COTTAGE.  THE
 LX5423'STATION IS A STANDARD DISC SET IN THE LEDGE.
 LX5423'
 LX5423'REFERENCE MARK NO. 1 IS W OF THE STATION AND IS A STANDARD DISC
 LX5423'SET IN AN OUTCROPPING LEDGE ON THE W SIDE OF THE SMALL
 LX5423'COVE.  REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE SAME
 LX5423'LEDGE AS THE STATION AND IS N OF THE STATION.
 LX5423'
 LX5423'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5423
 LX5423                          STATION RECOVERY (1968)
 LX5423
 LX5423'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5423'RECOVERED AS DESCRIBED.
 LX5423
 LX5423                          STATION RECOVERY (1983)
 LX5423
 LX5423'RECOVERY NOTE BY US POWER SQUADRON 1983 (JCB)
 LX5423'GIANT 1934 RECOVERED GOOD.
 LX5423'
 LX5423'GIANT NO 2 RECOVERED GOOD.
 LX5423'
 LX5423'GIANT NO 1 NOT RECOVERED.  STONE WALL IS OVER SITE.  SHOULD
 LX5423'BE CONSIDERED LOST.  SEARCH LASTED ABOUT 1 HOUR BY THREE MEN.
 LX5423
 LX5423                          STATION RECOVERY (1989)
 LX5423
 LX5423'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5423'RECOVERED IN GOOD CONDITION.
 LX5423
 LX5423                          STATION RECOVERY (1999)
 LX5423
 LX5423'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5423'RECOVERED IN GOOD CONDITION.
 LX5423
 LX5423                          STATION RECOVERY (2001)
 LX5423
 LX5423'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5423'RECOVERED IN GOOD CONDITION.
 LX5423
 LX5423                          STATION RECOVERY (2003)
 LX5423
 LX5423'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5423'RECOVERED IN GOOD CONDITION.
 LX5423
 LX5423                          STATION RECOVERY (2005)
 LX5423
 LX5423'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5423'RECOVERED IN GOOD CONDITION.
 LX5423
 LX5423                          STATION RECOVERY (2006)
 LX5423
 LX5423'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX5423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3536 ***********************************************************************
 LW3536  DESIGNATION -  GIBSON
 LW3536  PID         -  LW3536
 LW3536  STATE/COUNTY-  CT/WINDHAM
 LW3536  USGS QUAD   -  ONECO (1970)
 LW3536
 LW3536                         *CURRENT SURVEY CONTROL
 LW3536  ___________________________________________________________________
 LW3536* NAD 83(1996)-  41 43 29.44167(N)    071 47 22.95628(W)     ADJUSTED  
 LW3536* NAVD 88     -       169.3    (meters)     555.     (feet)  VERTCON   
 LW3536  ___________________________________________________________________
 LW3536  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 LW3536  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW3536
 LW3536  HORZ ORDER  -  FIRST
 LW3536
 LW3536.The horizontal coordinates were established by classical geodetic methods
 LW3536.and adjusted by the National Geodetic Survey in August 1998..
 LW3536
 LW3536.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3536
 LW3536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3536
 LW3536.The geoid height was determined by GEOID03.
 LW3536
 LW3536;                    North         East     Units Scale Factor Converg.
 LW3536;SPC CT       -   251,855.229   384,700.640   MT  0.99998869   +0 38 12.2
 LW3536;SPC CT       -   826,295.03  1,262,138.68   sFT  0.99998869   +0 38 12.2
 LW3536;SPC RI       -    71,287.501    75,894.312   MT  1.00000090   -0 11 34.1
 LW3536;SPC RI       -   233,882.41    248,996.59   sFT  1.00000090   -0 11 34.1
 LW3536;UTM  19      - 4,622,988.088   267,959.594   MT  1.00026262   -1 51 27.1
 LW3536
 LW3536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3536!SPC CT       -   0.99997816  x   0.99998869  =   0.99996685
 LW3536!SPC RI       -   0.99997816  x   1.00000090  =   0.99997906
 LW3536!UTM  19      -   0.99997816  x   1.00026262  =   1.00024077
 LW3536
 LW3536|---------------------------------------------------------------------|
 LW3536| PID    Reference Object                     Distance      Geod. Az  |
 LW3536|                                                           dddmmss.s |
 LW3536| CB7724 GIBSON RM 1                          52.016 METERS 00832     |
 LW3536| CB7725 GIBSON RM 2                          26.718 METERS 08626     |
 LW3536| CB7723 GIBSON AZ MK                                       1734433.7 |
 LW3536| LW3543 STATE BOUNDARY T 1937                31.029 METERS 17554     |
 LW3536| LW3560 ESCOHEAG                            APPROX.13.0 KM 1761208.1 |
 LW3536| LW3538 EKNOK CONG CHURCH SPIRE             APPROX.10.2 KM 2074104.5 |
 LW3536| LW3555 STERLING BAP CHURCH SPIRE           APPROX. 6.0 KM 2313652.3 |
 LW3536|---------------------------------------------------------------------|
 LW3536
 LW3536                          SUPERSEDED SURVEY CONTROL
 LW3536
 LW3536  NAD 83(1996)-  41 43 29.44091(N)    071 47 22.95589(W) AD(       ) 1
 LW3536  NAD 83(1992)-  41 43 29.44060(N)    071 47 22.95564(W) AD(       ) 1
 LW3536  NAD 83(1992)-  41 43 29.44045(N)    071 47 22.95611(W) AD(       ) 1
 LW3536  NAD 83(1986)-  41 43 29.44044(N)    071 47 22.95567(W) AD(       ) 1
 LW3536  NAD 27      -  41 43 29.08180(N)    071 47 24.69924(W) AD(       ) 1
 LW3536  NGVD 29 (07/19/86)  169.5    (m)          556.     (f) VERT ANG       
 LW3536
 LW3536.Superseded values are not recommended for survey control.
 LW3536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3536.See file dsdata.txt to determine how the superseded data were derived.
 LW3536
 LW3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6796022988(NAD 83)
 LW3536_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3536+STABILITY: SURFACE MOTION
 LW3536
 LW3536  HISTORY     - Date     Condition        Report By
 LW3536  HISTORY     - 1937     MONUMENTED       CTGS
 LW3536  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3536  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3536  HISTORY     - 1975     GOOD             NGS
 LW3536  HISTORY     - 19961117 GOOD             USPSQD
 LW3536
 LW3536                          STATION DESCRIPTION
 LW3536
 LW3536'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3536'STATION IS ON THE STATE LINE ABOUT 2-1/4 MILES EAST-NORTHEAST
 LW3536'OF ONECO AT THE INTERSECTION OF THE KENT-PROVIDENCE (R.I.)
 LW3536'COUNTY LINES AND THE FOSTER-COVENTRY (R.I.) TOWN LINES WHICH
 LW3536'MEET THE CONN. LINE AT THE TOWN OF STERLING, CONN.  IT IS
 LW3536'SITUATED ON HIGH GROUND IN A WOODED AREA (25 TREES) 18 FEET WEST
 LW3536'OF CENTER LINE OF DIRT ROAD RUNNING NORTH FROM ONECO ON THE
 LW3536'STATE LINE.  A CONCRETE MONUMENT WITH A STANDARD DISK STAMPED
 LW3536'GIBSON-1937 11 FEET SOUTH OF AN 8 INCH OAK (WHITE) 35 FEET
 LW3536'WEST OF STONE WALL, 36 FEET WEST-SOUTH-WEST OF 12 INCH BLACK
 LW3536'OAK, AND 18 FEET WEST OF CENTER LINE OF NORTH-SOUTH DIRT
 LW3536'ROAD.
 LW3536'
 LW3536'TO REACH FROM THE INTERSECTION OF ROUTES 12 AND 14 IN CENTRAL
 LW3536'VILLAGE, TAKE ROUTE 14 EAST FOR 6.65 MILES (0.9 MILE BEYOND
 LW3536'TURN OFF TO ONECO), AND TURN LEFT (NORTH ON DIRT ROAD, GO 1.35
 LW3536'MILES AND TAKE T-ROAD RIGHT (EAST) 0.45 MILE TO NORTH-SOUTH
 LW3536'ROAD, WHICH RUNS ALONG STATE LINE.  TURN LEFT (NORTH) AND GO
 LW3536'0.25 MILE OR ABOUT 800 FEET ON RIGHT (EAST) SIDE OF ROAD.
 LW3536'
 LW3536'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LW3536'DISKS SET IN CONCRETE AND IN OUTCROPPING BEDROCK, NOTES 1A
 LW3536'AND 12A.
 LW3536'
 LW3536'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GIBSON-1937-NO. 1
 LW3536'SET IN OUTCROP 2- BY 1-1/2- BY 1-FEET HIGH, 12 FEET EAST OF
 LW3536'OF CENTER LINE OF ROAD, 2 FEET WEST OF STONE WALL NORTH-NORTHEAST
 LW3536'OF STATION.  (170.79 FEET).  REFERENCE MARK NO. 2 IS A STANDARD
 LW3536'DISK STAMPED GIBSON-1937-NO.2 SET IN OUTCROP 1-1/2- BY 10-FEET
 LW3536'AND 8 INCHES HIGH, EAST FROM THE CENTER LINE OF ROAD AND 87.58
 LW3536'FEET EAST OF STATION.
 LW3536'
 LW3536'AZIMUTH MARK GIBSON-1937 IS A STANDARD DISK, ABOUT 1050 FEET
 LW3536'SOUTH OF STATION IN BOULDER 3- BY 1- BY 3-FEET HIGH, 60 FEET EAST OF
 LW3536'CENTER LINE OF ROAD AND 55 FEET EAST-SOUTHEAST OF 20 INCH OAK
 LW3536'WHICH IS 12 FEET EAST OF CENTER LINE.
 LW3536
 LW3536                          STATION RECOVERY (1968)
 LW3536
 LW3536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3536'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LW3536'CONDITION.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 LW3536'CHECKED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND OR
 LW3536'THE TOP OF TOWER.  A TREE WAS ON LINE AND MAYBE A POWER LINE
 LW3536'POLE ALSO BLOCKING THE AZIMUTH MARK.  THE DISTANCE TO REFERENCE
 LW3536'MARK 1 WAS MEASURED CLOSER AND REFERENCE MARK 2 WAS MEASURED
 LW3536'LONGER.  DUE TO CHANGES AND NEW TO REACH THE STATION, A
 LW3536'COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3536'
 LW3536'STATION IS LOCATED ABOUT 20-1/2 MILES WEST-SOUTHWEST OF
 LW3536'PROVIDENCE, RHODE ISLAND, 5-1/2 MILES SOUTHWEST OF FOSTER
 LW3536'CENTER, RHODE ISLAND, 2-1/2 MILES EAST-NORTHEAST OF ONECO, 2
 LW3536'MILES NORTH OF THE JUNCTION OF STATE HIGHWAYS 14 AND 14A AND
 LW3536'ON PROPERTY OF MR. JOSEPH ROCHELLE, WEST HARTFORD, CONNECTICUT.
 LW3536'
 LW3536'TO REACH THE STATION FROM THE POST OFFICE IN ONECO, GO EAST ON
 LW3536'STATE HIGHWAY 14A FOR 1.1 MILE TO GIBSON HILL ROAD ON LEFT.  TURN
 LW3536'LEFT AND GO NORTH ON GIBSON HILL ROAD 0.1 MILE TO JUNCTION
 LW3536'OF STATE HIGHWAY 14.  CONTINUE AHEAD NORTH ON GIBSON HILL ROAD
 LW3536'FOR 1.35 MILE TO A SURFACED SIDE ROAD RIGHT BETWEEN TWO STONE
 LW3536'WALLS.  TURN RIGHT AND GO EAST FOR 0.45 MILE TO T JUNCTION AND
 LW3536'END OF SURFACED ROAD, TURN LEFT AND GO NORTH ON GRAVELED ROAD
 LW3536'FOR 0.1 MILE TO A TWIN TRUNK TRIANGLE BLAZED OAK TREE ON LEFT
 LW3536'AND AZ MK ON RIGHT AS DESCRIBED.  CONTINUE AHEAD NORTH ON
 LW3536'GRAVELED ROAD 0.2 MILE TO BOUNDARY MARKER ON LEFT AND
 LW3536'STATION AS DESCRIBED.
 LW3536'
 LW3536'ALL MARKS ARE STANDARD DISKS.
 LW3536'
 LW3536'STATION MARK, STAMPED GIBSON 1937, IS SET FLUSH.  IT IS 102
 LW3536'FEET NORTH OF A STONE BOUNDARY MARKER, 86 FEET NORTHWEST OF
 LW3536'POWER LINE POLE 30, 19 FEET WEST OF CENTER OF ROAD, 9.4 FEET
 LW3536'SOUTHEAST OF A METAL WITNESS POST AND 36 FEET WEST-SOUTHWEST OF
 LW3536'A TRIANGLE BLAZED 20-INCH OAK TREE.  (NOTE 1A)
 LW3536'
 LW3536'RM 1, STAMPED GIBSON NO 1 1937, PROJECTS ABOUT 6 INCHES.  IT
 LW3536'IS 81 FEET SOUTH OF POWER LINE POLE 20, 11.5 FEET EAST OF
 LW3536'CENTER OF ROAD AND 4.4 FEET NORTHWEST OF A METAL WITNESS
 LW3536'POST.  (NOTE 12C)
 LW3536'
 LW3536'RM 2, STAMPED GIBSON NO 2 1937, PROJECTS ABOUT 1 FOOT.  IT IS
 LW3536'69 FEET EAST OF CENTER OF ROAD, 31 FEET EAST OF ROCK FENCE AND 1
 LW3536'FOOT WEST OF METAL WITNESS POST.  (NOTE 12C)
 LW3536'
 LW3536'AZIMUTH MARK, STAMPED GIBSON 1937, PROJECTS ABOUT 3 FEET.  IT IS
 LW3536'88 FEET EAST-SOUTHEAST OF A TRIANGLE BLAZED TWIN TRUNK OAK TREE
 LW3536'ON WEST SIDE OF ROAD, 50 FEET EAST OF CENTER OF ROAD, 36 FEET
 LW3536'EAST OF ROCK FENCE AND 0.05 MILE SOUTH OF A TRACK ROAD THAT
 LW3536'RUNS EAST FROM POWER LINE POLE 28.  (NOTE 17C)
 LW3536'
 LW3536'STATE BOUND, IS A STONE BOUNDARY MONUMENT THAT IS LEANING
 LW3536'SLIGHTLY TO THE NORTHWEST AND IS NOT FIRMLY ANCHORED.  IT
 LW3536'PROJECTS ABOUT 3 FEET, IS 37 FEET SOUTHWEST OF POWER LINE POLE
 LW3536'30 AND 16 FEET WEST OF CENTER OF ROAD.
 LW3536'
 LW3536'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 LW3536'
 LW3536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3536'2-1/2 MILES ENE OF ONECO.
 LW3536
 LW3536                          STATION RECOVERY (1973)
 LW3536
 LW3536'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3536'GIBSON 1937 EXCELLENT
 LW3536'
 LW3536'GIBSON NO. 1 - 1937 EXCELLENT
 LW3536'
 LW3536'GIBSON NO. 2 - 1937 EXCELLENT
 LW3536'
 LW3536'GIBSON - AZIMUTH MARK EXCELLENT
 LW3536
 LW3536                          STATION RECOVERY (1975)
 LW3536
 LW3536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3536'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AZIMUTH MARK
 LW3536'AND STATE BOUND T 1937 WERE ALL RECOVERED AS DESCRIBED IN 1968 WITH
 LW3536'THE FOLLOWING EXCEPTIONS.  THE DIRECTION TO REFERENCE MARK 1 WAS
 LW3536'MISSED BY 1 MINUTE AND 25 SECONDS, THE AZIMUTH MARK IS NOW BLOCKED
 LW3536'BY TREES AND THE DIRECTION WAS NOT TURNED TO IT, THE DIRECTION TO
 LW3536'STATE BOUND T 1937 WAS MISSED BY 4 MINUTES AND 25 SECONDS, HOWEVER
 LW3536'THIS MARK IS LOOSE AND UNSTABLE.
 LW3536'
 LW3536'THE TO REACH IS ENTIRELY ADEQUATE.
 LW3536'
 LW3536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES ENE OF
 LW3536'ONECO.
 LW3536'
 LW3536'HEIGHT OF LIGHT ABOVE STATION MARK 116 FEET.
 LW3536
 LW3536                          STATION RECOVERY (1996)
 LW3536
 LW3536'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5988 ***********************************************************************
 LX5988  DESIGNATION -  GILBERTS BARN GABLE
 LX5988  PID         -  LX5988
 LX5988  STATE/COUNTY-  CT/MIDDLESEX
 LX5988  USGS QUAD   -  DEEP RIVER (1971)
 LX5988
 LX5988                         *CURRENT SURVEY CONTROL
 LX5988  ___________________________________________________________________
 LX5988* NAD 83(1996)-  41 23 48.40779(N)    072 26 25.55454(W)     ADJUSTED  
 LX5988* NAVD 88     -                                                        
 LX5988  ___________________________________________________________________
 LX5988  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LX5988  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX5988
 LX5988  HORZ ORDER  -  THIRD
 LX5988
 LX5988.The horizontal coordinates were established by classical geodetic methods
 LX5988.and adjusted by the National Geodetic Survey in August 1998..
 LX5988
 LX5988
 LX5988.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5988
 LX5988.The geoid height was determined by GEOID03.
 LX5988
 LX5988;                    North         East     Units Scale Factor Converg.
 LX5988;SPC CT       -   215,021.734   330,688.949   MT  0.99998598   +0 12 18.9
 LX5988;SPC CT       -   705,450.47  1,084,935.33   sFT  0.99998598   +0 12 18.9
 LX5988;UTM  18      - 4,585,966.570   713,976.574   MT  1.00016351   +1 41 35.5
 LX5988
 LX5988                          SUPERSEDED SURVEY CONTROL
 LX5988
 LX5988  NAD 83(1992)-  41 23 48.40692(N)    072 26 25.55427(W) AD(       ) 4
 LX5988  NAD 83(1986)-  41 23 48.40878(N)    072 26 25.55726(W) AD(       ) 4
 LX5988  NAD 27      -  41 23 48.05100(N)    072 26 27.25600(W) AD(       ) 3
 LX5988
 LX5988.Superseded values are not recommended for survey control.
 LX5988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5988.See file dsdata.txt to determine how the superseded data were derived.
 LX5988
 LX5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1397785967(NAD 83)
 LX5988
 LX5988  HISTORY     - Date     Condition        Report By
 LX5988  HISTORY     - 1935     MONUMENTED       CGS
 LX5988  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5988  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5988
 LX5988                          STATION DESCRIPTION
 LX5988
 LX5988'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5988'THE R. JENNINGS GILBERT RESIDENCE IS ON THE W SIDE OF ROUTE
 LX5988'9, ABOUT 0.5 MILE N OF THE PRATT, READ AND COMPANY SHOP IN
 LX5988'DEEP RIVER.  IT IS THE SECOND HOUSE N OF THE CHESTER-SAYBROOK
 LX5988'TOWN LINE.
 LX5988'
 LX5988'THERE IS A BARN ON THE HILL W AND A LITTLE N OF THE HOUSE, THE
 LX5988'GABLES OF WHICH FACE E AND W.  IT IS UNPAINTED AND IN BAD
 LX5988'REPAIR.  THE BARN MEASURES ABOUT 30 FEET BY 18 FEET, WITH A
 LX5988'SMALL LEAN-TO AT THE W END.
 LX5988'
 LX5988'CENTER IS THE APEX OF THE E GABLE.
 LX5988
 LX5988                          STATION RECOVERY (1948)
 LX5988
 LX5988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5988'THIS STATION HAS BEEN DESTROYED.
 LX5988
 LX5988                          STATION RECOVERY (1997)
 LX5988
 LX5988'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4954 ***********************************************************************
 LX4954  DESIGNATION -  GILEAD
 LX4954  PID         -  LX4954
 LX4954  STATE/COUNTY-  CT/TOLLAND
 LX4954  USGS QUAD   -  MARLBOROUGH (1984)
 LX4954
 LX4954                         *CURRENT SURVEY CONTROL
 LX4954  ___________________________________________________________________
 LX4954* NAD 83(1996)-  41 40 49.67607(N)    072 24 43.87295(W)     ADJUSTED  
 LX4954* NAVD 88     -       202.2    (meters)     663.     (feet)  VERTCON   
 LX4954  ___________________________________________________________________
 LX4954  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX4954  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX4954
 LX4954  HORZ ORDER  -  FIRST
 LX4954
 LX4954.The horizontal coordinates were established by classical geodetic methods
 LX4954.and adjusted by the National Geodetic Survey in August 1998..
 LX4954
 LX4954.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4954
 LX4954.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4954
 LX4954.The geoid height was determined by GEOID03.
 LX4954
 LX4954;                    North         East     Units Scale Factor Converg.
 LX4954;SPC CT       -   246,537.198   332,927.808   MT  0.99998641   +0 13 26.4
 LX4954;SPC CT       -   808,847.46  1,092,280.65   sFT  0.99998641   +0 13 26.4
 LX4954;UTM  18      - 4,617,535.439   715,393.964   MT  1.00017096   +1 43 17.4
 LX4954
 LX4954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4954!SPC CT       -   0.99997293  x   0.99998641  =   0.99995934
 LX4954!UTM  18      -   0.99997293  x   1.00017096  =   1.00014389
 LX4954
 LX4954:                Primary Azimuth Mark                     Grid Az
 LX4954:SPC CT       -  GILEAD AZ MK                             046 12 10.7
 LX4954:UTM  18      -  GILEAD AZ MK                             044 42 19.7
 LX4954
 LX4954|---------------------------------------------------------------------|
 LX4954| PID    Reference Object                     Distance      Geod. Az  |
 LX4954|                                                           dddmmss.s |
 LX4954| LX4940 GILEAD AZ MK                        APPROX. 2.3 KM 0462537.1 |
 LX4954| CZ6520 GILEAD RM 2                          26.306 METERS 09557     |
 LX4954| LX4938 GLASTONBURY MICROWAVE TOWER         APPROX. 6.0 KM 3022919.2 |
 LX4954| CZ6519 GILEAD RM 1                          29.055 METERS 34838     |
 LX4954|---------------------------------------------------------------------|
 LX4954
 LX4954                          SUPERSEDED SURVEY CONTROL
 LX4954
 LX4954  NAD 83(1996)-  41 40 49.67559(N)    072 24 43.87291(W) AD(       ) 1
 LX4954  NAD 83(1992)-  41 40 49.67559(N)    072 24 43.87286(W) AD(       ) 1
 LX4954  NAD 83(1992)-  41 40 49.67702(N)    072 24 43.87446(W) AD(       ) 1
 LX4954  NAD 83(1986)-  41 40 49.67712(N)    072 24 43.87437(W) AD(       ) 1
 LX4954  NAD 27      -  41 40 49.32496(N)    072 24 45.57346(W) AD(       ) 1
 LX4954  NGVD 29 (07/19/86)  202.5    (m)          664.     (f) VERT ANG       
 LX4954
 LX4954.Superseded values are not recommended for survey control.
 LX4954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4954.See file dsdata.txt to determine how the superseded data were derived.
 LX4954
 LX4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1539417535(NAD 83)
 LX4954_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4954+STABILITY: SURFACE MOTION
 LX4954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4954+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 LX4954
 LX4954  HISTORY     - Date     Condition        Report By
 LX4954  HISTORY     - 1976     MONUMENTED       NGS
 LX4954  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4954  HISTORY     - 20011227 GOOD             USPSQD
 LX4954
 LX4954                          STATION DESCRIPTION
 LX4954
 LX4954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX4954'THE STATION IS ABOUT 4 MILES NORTHEAST OF MARLBOROUGH, 3 MILES
 LX4954'NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 66 AND 85 IN
 LX4954'HEBRON, 1/2 MILE NORTH-NORTHWEST OF GILEAD, IN THE NORTHEAST
 LX4954'ANGLE OF THE JUNCTION OF STATE HIGHWAY 85 AND MEETINGHOUSE ROAD
 LX4954'AND ON PROPERTY OF THE GILEAD CONGREGATIONAL CHURCH.
 LX4954'
 LX4954'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66 AND
 LX4954'85 IN HEBRON, GO NORTHWESTERLY ON HIGHWAY 85 FOR 3.05 MILES TO
 LX4954'THE JUNCTION OF MEETINGHOUSE ROAD AND THE GILEAD CONGREGATIONAL
 LX4954'CHURCH ON THE RIGHT AND THE STATION BEHIND THE CHURCH AS
 LX4954'DESCRIBED.
 LX4954'
 LX4954'THE STATION MARKS ARE STANDARD DISKS STAMPED---GILEAD 1976---.
 LX4954'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LX4954'POST WHICH IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  THE
 LX4954'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LX4954'48 INCHES BELOW GROUND SURFACE.  THEY ARE 110 FEET EAST OF THE
 LX4954'SOUTHEAST CORNER OF THE CHURCH, 72.5 FEET WEST-NORTHWEST OF
 LX4954'UTILITY POLE NUMBER 551, 39.5 FEET NORTHWEST OF THE CENTER LINE
 LX4954'OF MEETINGHOUSE ROAD AND 30 FEET WEST-SOUTHWEST OF AN 18-INCH
 LX4954'TREE.
 LX4954'
 LX4954'REFERENCE MARK 1, STAMPED---GILEAD NO 1 1976---, IS A STANDARD
 LX4954'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS
 LX4954'FLUSH WITH THE GROUND SURFACE.  IT IS 160 FEET NORTHEAST OF THE
 LX4954'SOUTHEAST CORNER OF THE CHURCH, 6.5 FEET WEST-SOUTHWEST OF A
 LX4954'ROCK AND WIRE FENCE AND 5 FEET SOUTH OF A METAL WITNESS POST.
 LX4954'
 LX4954'REFERENCE MARK 2, STAMPED---GILEAD NO 2 1976---, IS A STANDARD
 LX4954'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS
 LX4954'ABOUT 1-INCH BELOW THE GROUND SURFACE.  IT IS 24 FEET EAST OF
 LX4954'UTILITY POLE NUMBER 551, 18 FEET SOUTH OF THE CENTER LINE OF
 LX4954'MEETINGHOUSE ROAD, 10.5 FEET NORTH OF A WIRE FENCE AND 5 FEET
 LX4954'NORTHWEST OF A METAL WITNESS POST.
 LX4954'
 LX4954'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 LX4954'
 LX4954'THE HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.5 METERS.
 LX4954'
 LX4954'DESCRIBED BY W.R. ODUM.
 LX4954
 LX4954                          STATION RECOVERY (1978)
 LX4954
 LX4954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4954'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX4954'GOOD CONDITION.
 LX4954'THE DISTANCE AND THE DIRECTION TO THE REFERENCE MARKS
 LX4954'CHECKED FAVORABLY WITH THE 1976 DESCRIPTION.  AN AZIMUTH
 LX4954'MARK WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 LX4954'DESCRIPTION FOLLOWS.
 LX4954'
 LX4954'THE STATION IS LOCATED 4 MILES NORTHEAST OF MARLBOROUGH, 3
 LX4954'MILES NORTHWEST
 LX4954'OF THE JUNCTION OF STATE HIGHWAYS 66 AND 85 IN HEBRON,
 LX4954'1/2 MILE NORTH-NORTHWEST OF GILEAD IN THE NORTHEAST ANGLE OF
 LX4954'THE JUNCTION OF STATE HIGHWAY 85 AND MEETINGHOUSE ROAD AND ON
 LX4954'PROPERTY OF THE GILEAD CONGREGATIONAL CHURCH.
 LX4954'
 LX4954'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66
 LX4954'AND 85 IN HEBRON, GO NORTHWESTERLY
 LX4954'ON HIGHWAY 85 FOR 3.05 MILES TO THE
 LX4954'JUNCTION OF MEETINGHOUSE ROAD AND THE GILEAD CONCREGATIONAL
 LX4954'CHURCH ON THE RIGHT AND THE STATION BEHIND THE CHURCH AS
 LX4954'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM THIS JUNCTION, TURN
 LX4954'RIGHT ON MEETINGHOUSE ROAD AND GO EAST FOR 1.05 MILES TO A
 LX4954'CROSSROAD (EAST STREET).  TURN LEFT ON EAST STREET AND GO
 LX4954'NORTHERLY FOR 0.05 MILE TO A SIDE ROAD RIGHT (OLD ANDOVER
 LX4954'ROAD). TURN RIGHT AND GO EASTERLY ON OLD ANDOVER ROAD FOR
 LX4954'0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LX4954'
 LX4954'THE STATION MARKS ARE STANDARD DISKS STAMPED---GILEAD 1976---.
 LX4954'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX4954'CONCRETE MONUMENT, 2 INCHES BELOW THE GROUND SURFACE AND HAS
 LX4954'A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS
 LX4954'11 FEET EAST OF THE SOUTHEAST CORNER OF THE CHURCH, 72.5 FEET
 LX4954'WEST-NORTHWEST OF A UTILITY POLE NUMBER 551, 39.5 FEET
 LX4954'NORTHWEST OF THE CENTER OF MEETINGHOUSE ROAD AND 30 FEET
 LX4954'WEST-SOUTHWEST OF A 20-INCH WILD CHERRY TREE.
 LX4954'THE OLD DATA STATES THAT THERE IS AN UNDERGROUND DISK.
 LX4954'
 LX4954'REFERENCE MARK 1, A STANDARD DISK
 LX4954'STAMPED---GILEAD NO 1 1976---, IS SET IN THE TOP OF A 12-INCH
 LX4954'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 LX4954'GROUND SURFACE.  IT IS 160 FEET NORTHEAST OF THE SOUTHEAST
 LX4954'CORNER OF THE CHURCH, 6.5 FEET WEST-SOUTHWEST OF A ROCK
 LX4954'WALL AND FENCE AND 5.0 FEET SOUTH OF A METAL WITNESS POST.
 LX4954'
 LX4954'REFERENCE MARK 2, A STANDARD DISK
 LX4954'STAMPED---GILEAD NO 2 1976---,
 LX4954'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX4954'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 24.3 FEET
 LX4954'EAST-SOUTHEAST OF THE UTILITY POLE, 18 FEET SOUTH OF THE
 LX4954'CENTER OF MEETINGHOUSE ROAD AND 10.5 FEET NORTH OF A
 LX4954'FENCE LINE.
 LX4954'
 LX4954'THE AZIMUTH MARK, SURFACE DISK, STAMPED---GILEAD 1978---,
 LX4954'IS A STANDARD
 LX4954'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX4954'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 LX4954'GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE
 LX4954'MONUMENT.  IT IS 66.5 FEET SOUTH-SOUTHWEST OF UTILITY
 LX4954'POLE NUMBER 1723, 58.5 FEET WEST-SOUTHWEST OF UTILITY POLE
 LX4954'NUMBER 1726, 44.5 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 LX4954'AND 18 FEET SOUTHEAST OF THE CENTER OF OLD ANDOVER ROAD.
 LX4954'THE UNDERGROUND DISK, STAMPED---GILEAD 1978---,
 LX4954'IS A STANDARD TRIANGULATION STATION MARK DISK SET
 LX4954'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 LX4954'INCHES BELOW THE GROUND SURFACE.
 LX4954'
 LX4954'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.6 METERS.
 LX4954'
 LX4954'DESCRIBED BY RONALD L. RAMSEY.
 LX4954
 LX4954                          STATION RECOVERY (2001)
 LX4954
 LX4954'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX4954'STA, RM 1,  RM 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4940 ***********************************************************************
 LX4940  DESIGNATION -  GILEAD AZ MK
 LX4940  PID         -  LX4940
 LX4940  STATE/COUNTY-  CT/TOLLAND
 LX4940  USGS QUAD   -  MARLBOROUGH (1984)
 LX4940
 LX4940                         *CURRENT SURVEY CONTROL
 LX4940  ___________________________________________________________________
 LX4940* NAD 83(1996)-  41 41 41.50711(N)    072 23 31.17691(W)     ADJUSTED  
 LX4940* NAVD 88     -       196.2    (meters)     644.     (feet)  VERTCON   
 LX4940  ___________________________________________________________________
 LX4940  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LX4940  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX4940
 LX4940  HORZ ORDER  -  SECOND
 LX4940
 LX4940.The horizontal coordinates were established by classical geodetic methods
 LX4940.and adjusted by the National Geodetic Survey in August 1998..
 LX4940
 LX4940.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4940
 LX4940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4940
 LX4940.The geoid height was determined by GEOID03.
 LX4940
 LX4940;                    North         East     Units Scale Factor Converg.
 LX4940;SPC CT       -   248,143.024   334,602.525   MT  0.99998709   +0 14 14.6
 LX4940;SPC CT       -   814,115.90  1,097,775.12   sFT  0.99998709   +0 14 14.6
 LX4940;UTM  18      - 4,619,184.801   717,026.442   MT  1.00017964   +1 44 07.5
 LX4940
 LX4940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4940!SPC CT       -   0.99997387  x   0.99998709  =   0.99996096
 LX4940!UTM  18      -   0.99997387  x   1.00017964  =   1.00015351
 LX4940
 LX4940                          SUPERSEDED SURVEY CONTROL
 LX4940
 LX4940  NAD 83(1996)-  41 41 41.50663(N)    072 23 31.17688(W) AD(       ) 2
 LX4940  NAD 83(1992)-  41 41 41.50665(N)    072 23 31.17681(W) AD(       ) 2
 LX4940  NAD 83(1992)-  41 41 41.50803(N)    072 23 31.17838(W) AD(       ) 2
 LX4940  NAD 83(1986)-  41 41 41.50814(N)    072 23 31.17828(W) AD(       ) 2
 LX4940  NAD 27      -  41 41 41.15746(N)    072 23 32.88098(W) AD(       ) 2
 LX4940  NGVD 29 (07/19/86)  196.5    (m)          645.     (f) VERT ANG       
 LX4940
 LX4940.Superseded values are not recommended for survey control.
 LX4940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4940.See file dsdata.txt to determine how the superseded data were derived.
 LX4940
 LX4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1702619185(NAD 83)
 LX4940_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4940+STABILITY: SURFACE MOTION
 LX4940
 LX4940  HISTORY     - Date     Condition        Report By
 LX4940  HISTORY     - 1978     MONUMENTED       NGS
 LX4940  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 LX4940
 LX4940                          STATION DESCRIPTION
 LX4940
 LX4940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4940'THE STATION IS LOCATED ABOUT 5-1/4 MILES NORTHEAST OF
 LX4940'MARLBOROUGH, 2-1/2 MILES NORTH-NORTHWEST OF THE JUNCTION OF
 LX4940'HIGHWAYS 66 AND 85 IN HEBRON, 1-1/2 MILES NORTH-NORTHEAST OF
 LX4940'GILEAD AND ON STATE RIGHT-OF-WAY PROPERTY.
 LX4940'
 LX4940'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX4940'GILEAD 1976, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX4940'
 LX4940'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 66
 LX4940'AND 85 IN HEBRON, GO NORTHWESTERLY
 LX4940'ON HIGHWAY 85 FOR 3.05 MILES TO THE
 LX4940'JUNCTION OF MEETINGHOUSE ROAD AND THE GILEAD CONCREGATIONAL
 LX4940'CHURCH ON THE RIGHT.  TURN
 LX4940'RIGHT ON MEETINGHOUSE ROAD AND GO EAST FOR 1.05 MILES TO A
 LX4940'CROSSROAD (EAST STREET).  TURN LEFT ON EAST STREET AND GO
 LX4940'NORTHERLY FOR 0.05 MILE TO A SIDE ROAD RIGHT (OLD ANDOVER
 LX4940'ROAD). TURN RIGHT AND GO EASTERLY ON OLD ANDOVER ROAD FOR
 LX4940'0.45 MILE TO THE STATION MARK ON THE RIGHT AS DESCRIBED.
 LX4940'
 LX4940'THE STATION MARK, SURFACE DISK, STAMPED---GILEAD 1978---,
 LX4940'IS A STANDARD
 LX4940'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX4940'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 LX4940'GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE
 LX4940'MONUMENT.  IT IS 66.5 FEET SOUTH-SOUTHWEST OF UTILITY
 LX4940'POLE NUMBER 1723, 58.5 FEET WEST-SOUTHWEST OF UTILITY POLE
 LX4940'NUMBER 1726, 44.5 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY,
 LX4940'AND 18 FEET SOUTHEAST OF THE CENTER OF OLD ANDOVER ROAD.
 LX4940'THE UNDERGROUND DISK, STAMPED---GILEAD 1978---,
 LX4940'IS A STANDARD TRIANGULATION STATION MARK DISK SET
 LX4940'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42
 LX4940'INCHES BELOW THE GROUND SURFACE.
 LX4940'
 LX4940'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 LX4940'
 LX4940'DESCRIBED BY RONALD L. RAMSEY.
 LX4940
 LX4940                          STATION RECOVERY (2001)
 LX4940
 LX4940'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX4940'REQUIRES SECOND SEARCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5833 ***********************************************************************
 DH5833  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5833  DESIGNATION -  GILFORD CORS ARP
 DH5833  CORS_ID     -  CTGU
 DH5833  PID         -  DH5833
 DH5833  STATE/COUNTY-  CT/NEW HAVEN
 DH5833  USGS QUAD   -  GUILFORD (1984)
 DH5833
 DH5833                         *CURRENT SURVEY CONTROL
 DH5833  ___________________________________________________________________
 DH5833* NAD 83(CORS)-  41 17 21.74245(N)    072 40 04.44447(W)     ADJUSTED  
 DH5833* NAVD 88     -                                                        
 DH5833  ___________________________________________________________________
 DH5833  EPOCH DATE  -        2002.00
 DH5833  X           -   1,429,797.587 (meters)                     COMP
 DH5833  Y           -  -4,581,509.822 (meters)                     COMP
 DH5833  Z           -   4,186,611.857 (meters)                     COMP
 DH5833  ELLIP HEIGHT-         -18.11  (meters)          (09/??/05) GPS OBS
 DH5833  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DH5833
 DH5833  HORZ ORDER  -  SPECIAL (CORS)
 DH5833  ELLP ORDER  -  SPECIAL (CORS)
 DH5833
 DH5833.ITRF positions are available for this station.
 DH5833.The coordinates were established by GPS observations
 DH5833.and adjusted by the National Geodetic Survey in September 2005..
 DH5833.The coordinates are valid at the epoch date displayed above.
 DH5833.The epoch date for horizontal control is a decimal equivalence
 DH5833.of Year/Month/Day.
 DH5833
 DH5833
 DH5833.The PID for the CORS L1 Phase Center is DH5834.
 DH5833
 DH5833.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5833
 DH5833.The ellipsoidal height was determined by GPS observations
 DH5833.and is referenced to NAD 83.
 DH5833
 DH5833.The geoid height was determined by GEOID03.
 DH5833
 DH5833;                    North         East     Units Scale Factor Converg.
 DH5833;SPC CT       -   203,050.078   311,677.651   MT  0.99999218   +0 03 16.0
 DH5833;SPC CT       -   666,173.46  1,022,562.43   sFT  0.99999218   +0 03 16.0
 DH5833
 DH5833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5833!SPC CT       -   1.00000284  x   0.99999218  =   0.99999502
 DH5833
 DH5833                          SUPERSEDED SURVEY CONTROL
 DH5833
 DH5833.No superseded survey control is available for this station.
 DH5833
 DH5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9528073504(NAD 83)
 DH5833_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5833
 DH5833                          STATION DESCRIPTION
 DH5833
 DH5833'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5833'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5833'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5833'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5833'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5833'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5834 ***********************************************************************
 DH5834  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5834  DESIGNATION -  GILFORD CORS L1 PHASE CENTER
 DH5834  CORS_ID     -  CTGU
 DH5834  PID         -  DH5834
 DH5834  STATE/COUNTY-  CT/NEW HAVEN
 DH5834  USGS QUAD   -  GUILFORD (1984)
 DH5834
 DH5834                         *CURRENT SURVEY CONTROL
 DH5834  ___________________________________________________________________
 DH5834* NAD 83(CORS)-  41 17 21.74249(N)    072 40 04.44445(W)     ADJUSTED  
 DH5834* NAVD 88     -                                                        
 DH5834  ___________________________________________________________________
 DH5834  EPOCH DATE  -        2002.00
 DH5834  X           -   1,429,797.612 (meters)                     COMP
 DH5834  Y           -  -4,581,509.900 (meters)                     COMP
 DH5834  Z           -   4,186,611.931 (meters)                     COMP
 DH5834  ELLIP HEIGHT-         -18.00  (meters)          (09/??/05) GPS OBS
 DH5834  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DH5834
 DH5834  HORZ ORDER  -  SPECIAL (CORS)
 DH5834  ELLP ORDER  -  SPECIAL (CORS)
 DH5834
 DH5834.ITRF positions are available for this station.
 DH5834.The coordinates were established by GPS observations
 DH5834.and adjusted by the National Geodetic Survey in September 2005..
 DH5834.The coordinates are valid at the epoch date displayed above.
 DH5834.The epoch date for horizontal control is a decimal equivalence
 DH5834.of Year/Month/Day.
 DH5834
 DH5834
 DH5834.The PID for the CORS ARP is DH5833.
 DH5834
 DH5834.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5834
 DH5834.The ellipsoidal height was determined by GPS observations
 DH5834.and is referenced to NAD 83.
 DH5834
 DH5834.The geoid height was determined by GEOID03.
 DH5834
 DH5834;                    North         East     Units Scale Factor Converg.
 DH5834;SPC CT       -   203,050.079   311,677.651   MT  0.99999218   +0 03 16.0
 DH5834;SPC CT       -   666,173.47  1,022,562.43   sFT  0.99999218   +0 03 16.0
 DH5834
 DH5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5834!SPC CT       -   1.00000282  x   0.99999218  =   0.99999500
 DH5834
 DH5834                          SUPERSEDED SURVEY CONTROL
 DH5834
 DH5834.No superseded survey control is available for this station.
 DH5834
 DH5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9528073504(NAD 83)
 DH5834_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5834
 DH5834                          STATION DESCRIPTION
 DH5834
 DH5834'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5834'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5834'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5834'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5834'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5834'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5946 ***********************************************************************
 LX5946  DESIGNATION -  GILLETTE
 LX5946  PID         -  LX5946
 LX5946  STATE/COUNTY-  CT/MIDDLESEX
 LX5946  USGS QUAD   -  DEEP RIVER (1971)
 LX5946
 LX5946                         *CURRENT SURVEY CONTROL
 LX5946  ___________________________________________________________________
 LX5946* NAD 83(1996)-  41 25 23.98549(N)    072 25 41.07256(W)     ADJUSTED  
 LX5946* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LX5946  ___________________________________________________________________
 LX5946  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX5946  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX5946
 LX5946  HORZ ORDER  -  THIRD
 LX5946
 LX5946.The horizontal coordinates were established by classical geodetic methods
 LX5946.and adjusted by the National Geodetic Survey in August 1998..
 LX5946
 LX5946.The orthometric height was scaled from a topographic map.
 LX5946
 LX5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5946
 LX5946.The geoid height was determined by GEOID03.
 LX5946
 LX5946;                    North         East     Units Scale Factor Converg.
 LX5946;SPC CT       -   217,974.067   331,711.267   MT  0.99998499   +0 12 48.4
 LX5946;SPC CT       -   715,136.58  1,088,289.38   sFT  0.99998499   +0 12 48.4
 LX5946;UTM  18      - 4,588,944.998   714,922.033   MT  1.00016849   +1 42 08.2
 LX5946
 LX5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5946!SPC CT       -   0.99999520  x   0.99998499  =   0.99998019
 LX5946!UTM  18      -   0.99999520  x   1.00016849  =   1.00016369
 LX5946
 LX5946|---------------------------------------------------------------------|
 LX5946| PID    Reference Object                     Distance      Geod. Az  |
 LX5946|                                                           dddmmss.s |
 LX5946| CZ6522 GILLETTE RM 2                         9.440 METERS 02315     |
 LX5946| LX5987 TERRYS BARN GABLE                   APPROX. 1.7 KM 0385708.8 |
 LX5946| LX5969 HADLYME CHURCH BELFRY               APPROX. 2.1 KM 0641637.0 |
 LX5946| LX5971 LARGENS CHIMNEY                     APPROX. 1.8 KM 1120236.3 |
 LX5946| LX5970 THOMPSONS BARN CUPOLA               APPROX. 1.6 KM 1184005.4 |
 LX5946| CZ6521 GILLETTE RM 1                        29.150 METERS 12723     |
 LX5946| LX5976 MAC DONALDS CHIMNEY                 APPROX. 2.1 KM 1432314.0 |
 LX5946| LX5977 GRAHAMS CHIMNEY                     APPROX. 4.4 KM 1630818.5 |
 LX5946| LX5979 HAMILTONS GABLE                     APPROX. 4.0 KM 1670935.8 |
 LX5946| LX5985 DEVILS WHARF LIGHT                  APPROX. 3.9 KM 1671205.1 |
 LX5946| LX5951 CHESTER ROCK LIGHT                  APPROX. 2.4 KM 1805221.5 |
 LX5946| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 2.9 KM 1865252.7 |
 LX5946| LX5994 PRATT READ STACK                    APPROX. 3.9 KM 1925000.4 |
 LX5946| LX5988 GILBERTS BARN GABLE                 APPROX. 3.1 KM 1991847.2 |
 LX5946| LX5999 CHESTER ST JOSEPHS CROSS            APPROX. 2.7 KM 2042113.7 |
 LX5946| LX6070 BONANOMIS CHIMNEY                   APPROX. 1.6 KM 2182951.2 |
 LX5946| LX6058 CHESTER SPIRE                       APPROX. 3.3 KM 2211420.9 |
 LX5946| LX6073 CHESTER BAP CHURCH TOWER            APPROX. 3.3 KM 2214233.8 |
 LX5946| LX5963 LIBBYS BARN GABLE                   APPROX. 0.6 KM 2295224.3 |
 LX5946| LX6016 LARSONS GABLE                       APPROX. 2.2 KM 2515540.5 |
 LX5946| LX6000 MAPLE SHADE BARN VENT               APPROX. 1.4 KM 2550048.8 |
 LX5946| LX6015 LARSONS CHIMNEY                     APPROX. 2.1 KM 2574249.1 |
 LX5946| LX6005 SCHWARZ YELLOW CHIMNEY              APPROX. 1.6 KM 2845334.9 |
 LX5946| LX6048 HAVEMEYERS CHIMNEY                  APPROX. 3.7 KM 3003526.9 |
 LX5946| LX6045 TYLERS GABLE                        APPROX. 4.6 KM 3122124.4 |
 LX5946|---------------------------------------------------------------------|
 LX5946
 LX5946                          SUPERSEDED SURVEY CONTROL
 LX5946
 LX5946  NAD 83(1992)-  41 25 23.98465(N)    072 25 41.07227(W) AD(       ) 3
 LX5946  NAD 83(1986)-  41 25 23.98645(N)    072 25 41.07517(W) AD(       ) 3
 LX5946  NAD 27      -  41 25 23.62700(N)    072 25 42.78100(W) AD(       ) 3
 LX5946
 LX5946.Superseded values are not recommended for survey control.
 LX5946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5946.See file dsdata.txt to determine how the superseded data were derived.
 LX5946
 LX5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1492288945(NAD 83)
 LX5946_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5946_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5946+STABILITY: SURFACE MOTION
 LX5946
 LX5946  HISTORY     - Date     Condition        Report By
 LX5946  HISTORY     - 1934     MONUMENTED       CGS
 LX5946  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5946  HISTORY     - 19970603 GOOD             USPSQD
 LX5946  HISTORY     - 19980309 GOOD             USPSQD
 LX5946
 LX5946                          STATION DESCRIPTION
 LX5946
 LX5946'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5946'THIS STATION IS ON THE SEVENTH SISTER ESTATE OF WILLIAM
 LX5946'GILLETTE, JUST N OF THE HADLYME FERRY LANDING.
 LX5946'
 LX5946'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LX5946'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 LX5946'
 LX5946'REFERENCE MARK NO.1 IS A STANDARD BRONZE DISK IN A BOULDER
 LX5946'AS DESCRIBED IN NOTE 12C.
 LX5946'
 LX5946'REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK IN OUTCROPPING
 LX5946'BEDROCK AS DESCRIBED IN NOTE 12A.
 LX5946'
 LX5946'STATION IS REACHED FROM THE FERRY.  TURN NORTHERLY ON THE FIRST
 LX5946'ROAD EASTERLY OF THE LANDING.  THIS IS SOMETIMES CALLED THE
 LX5946'RIVER ROAD.  GO 0.45 MILE TO GILLETTES SERVICE ENTRANCE.  TURN
 LX5946'LEFT AND GO 0.55 MILE ON A PRIVATE ROAD TO THE CARPENTER SHOP
 LX5946'AND RAILROAD ENGINE HOUSE.  THE STATION IS ON THE HILL DIRECTLY N
 LX5946'OF THIS POINT.  IT IS NOT ON THE HIGHEST PART OF THE HILL AS A
 LX5946'SMALL WOODEN WATER TANK WITH STONE FOUNDATION OCCUPIES THE
 LX5946'SPOT.  THE TANK BEARS NW (MAGNETIC) AND IS 7.4 METERS DISTANT
 LX5946'TO THE NEAREST POINT OF THE CIRCULAR BASE.  TOWARDS THE E END
 LX5946'OF THE ENGINE HOUSE, FROM THE STATION THE LEDGE DROPS IN TWO
 LX5946'STEPS TO THE LEVEL OF THE HIGHWAY.  THE FIRST BREAK IS 7.8
 LX5946'METERS DISTANT AND THE SECOND ABOUT 22 METERS FURTHER ON.  11.5
 LX5946'METERS SOUTHWESTERLY OF THE STATION THE ROCK DROPS
 LX5946'VERTICALLY FOR ABOUT 12 FEET.  A SHARP BARE POINT ABOVE THE
 LX5946'VERTICAL FACE BEARS N 85 DEG W (MAGNETIC) AND IS 14 METERS
 LX5946'DISTANT.  THE SOUTHWESTERLY POINT OF THE LEDGE BEARS S 35 DEG W
 LX5946'(MAGNETIC) AND IS 12 METERS DISTANT.
 LX5946'
 LX5946'REFERENCE MARK NO.1 IS IN AN EMBEDDED LEDGE FRAGMENT IN THE E
 LX5946'SIDE OF THE FIRST RISE ABOVE THE ROADWAY.  IT BEARS S 40 DEG E
 LX5946'(MAGNETIC).
 LX5946'
 LX5946'REFERENCE MARK NO.2 IS IN A BARE SPOT OF LEDGE AT THE TOP OF
 LX5946'THE EASTERLY SLOPE OF THE HILL.  IT BEARS N 35 DEG E (MAGNETIC).
 LX5946'
 LX5946'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LX5946
 LX5946                          STATION RECOVERY (1971)
 LX5946
 LX5946'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5946'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LX5946'STATION IS LOCATED IN GILLETTE CASTLE STATE PARK IN EAST
 LX5946'HADDAM.  IT IS ABOUT 400 FEET SOUTHWEST OF THE CASTLE.
 LX5946
 LX5946                          STATION RECOVERY (1997)
 LX5946
 LX5946'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5946'RECOVERED IN GOOD CONDITION.
 LX5946
 LX5946                          STATION RECOVERY (1998)
 LX5946
 LX5946'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6123 ***********************************************************************
 LX6123  DESIGNATION -  GILLETTES CHIMNEY
 LX6123  PID         -  LX6123
 LX6123  STATE/COUNTY-  CT/MIDDLESEX
 LX6123  USGS QUAD   -  HADDAM (1971)
 LX6123
 LX6123                         *CURRENT SURVEY CONTROL
 LX6123  ___________________________________________________________________
 LX6123* NAD 83(1996)-  41 29 35.29812(N)    072 30 38.20908(W)     ADJUSTED  
 LX6123* NAVD 88     -                                                        
 LX6123  ___________________________________________________________________
 LX6123  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX6123  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6123
 LX6123  HORZ ORDER  -  THIRD
 LX6123
 LX6123.The horizontal coordinates were established by classical geodetic methods
 LX6123.and adjusted by the National Geodetic Survey in August 1998..
 LX6123
 LX6123
 LX6123.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6123
 LX6123.The geoid height was determined by GEOID03.
 LX6123
 LX6123;                    North         East     Units Scale Factor Converg.
 LX6123;SPC CT       -   225,704.693   324,790.206   MT  0.99998339   +0 09 31.4
 LX6123;SPC CT       -   740,499.48  1,065,582.53   sFT  0.99998339   +0 09 31.4
 LX6123;UTM  18      - 4,596,494.297   707,801.117   MT  1.00013143   +1 38 59.6
 LX6123
 LX6123                          SUPERSEDED SURVEY CONTROL
 LX6123
 LX6123  NAD 83(1992)-  41 29 35.29738(N)    072 30 38.20893(W) AD(       ) 4
 LX6123  NAD 83(1986)-  41 29 35.29922(N)    072 30 38.21130(W) AD(       ) 4
 LX6123  NAD 27      -  41 29 34.93600(N)    072 30 39.91200(W) AD(       ) 3
 LX6123
 LX6123.Superseded values are not recommended for survey control.
 LX6123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6123.See file dsdata.txt to determine how the superseded data were derived.
 LX6123
 LX6123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0780196494(NAD 83)
 LX6123
 LX6123  HISTORY     - Date     Condition        Report By
 LX6123  HISTORY     - 1934     MONUMENTED       CGS
 LX6123  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6123  HISTORY     - 19971120 GOOD             USPSQD
 LX6123
 LX6123                          STATION DESCRIPTION
 LX6123
 LX6123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6123'THIS STATION IS ON THE RESIDENCE OF S.C. GILLETTE, ON THE LOWER
 LX6123'HADDAM NECK ROAD.  THE HOUSE IS SET BACK ABOUT 50 METERS WESTERLY
 LX6123'FROM THE HIGHWAY AND IS ALMOST DIRECTLY NE OF THE HADDAM ISLAND
 LX6123'RANGE LIGHTS.
 LX6123'
 LX6123'THE HOUSE IS 1-1/2 STORIES HIGH WITH ONE-STORY WINGS ON ALL,
 LX6123'EXCEPT THE W SIDES.  THE HIP-ROOF OF THE MAIN HOUSE, AS WELL AS THE
 LX6123'WING ROOFS, IS COVERED WITH GREEN COMPOSITION SHINGLES.  DIRECTLY
 LX6123'AGAINST THE W GABLE OF THE HOUSE IS A SINGLE CONCRETE CHIMNEY.
 LX6123'
 LX6123'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6123
 LX6123                          STATION RECOVERY (1948)
 LX6123
 LX6123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6123'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6123
 LX6123                          STATION RECOVERY (1997)
 LX6123
 LX6123'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5950 ***********************************************************************
 LX5950  DESIGNATION -  GILLETTES TOWER
 LX5950  PID         -  LX5950
 LX5950  STATE/COUNTY-  CT/NEW LONDON
 LX5950  USGS QUAD   -  DEEP RIVER (1971)
 LX5950
 LX5950                         *CURRENT SURVEY CONTROL
 LX5950  ___________________________________________________________________
 LX5950* NAD 83(1996)-  41 25 19.71899(N)    072 25 43.12406(W)     ADJUSTED  
 LX5950* NAVD 88     -                                                        
 LX5950  ___________________________________________________________________
 LX5950  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX5950  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX5950
 LX5950  HORZ ORDER  -  THIRD
 LX5950
 LX5950.The horizontal coordinates were established by classical geodetic methods
 LX5950.and adjusted by the National Geodetic Survey in August 1998..
 LX5950
 LX5950
 LX5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5950
 LX5950.The geoid height was determined by GEOID03.
 LX5950
 LX5950;                    North         East     Units Scale Factor Converg.
 LX5950;SPC CT       -   217,842.269   331,664.120   MT  0.99998503   +0 12 47.1
 LX5950;SPC CT       -   714,704.18  1,088,134.70   sFT  0.99998503   +0 12 47.1
 LX5950;UTM  18      - 4,588,811.995   714,878.319   MT  1.00016826   +1 42 06.7
 LX5950
 LX5950                          SUPERSEDED SURVEY CONTROL
 LX5950
 LX5950  NAD 83(1992)-  41 25 19.71814(N)    072 25 43.12376(W) AD(       ) 4
 LX5950  NAD 83(1986)-  41 25 19.71991(N)    072 25 43.12667(W) AD(       ) 4
 LX5950  NAD 27      -  41 25 19.36300(N)    072 25 44.82700(W) AD(       ) 3
 LX5950
 LX5950.Superseded values are not recommended for survey control.
 LX5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5950.See file dsdata.txt to determine how the superseded data were derived.
 LX5950
 LX5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1487888812(NAD 83)
 LX5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5950+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2004
 LX5950
 LX5950  HISTORY     - Date     Condition        Report By
 LX5950  HISTORY     - 1934     MONUMENTED       CGS
 LX5950  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5950  HISTORY     - 1984     GOOD             USPSQD
 LX5950  HISTORY     - 1989     GOOD             USPSQD
 LX5950  HISTORY     - 20040314 GOOD             GEOCAC
 LX5950
 LX5950                          STATION DESCRIPTION
 LX5950
 LX5950'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5950'THE IMPOSING STONE RESIDENCE OF WILLIAM GILLETTE, JUST ABOVE THE
 LX5950'HADLYME FERRY LANDING, IS LOCALLY CALLED THE CASTLE.
 LX5950'
 LX5950'THE ROUGH, EXTERIOR WALLS OF THE BUILDING ARE BUILT OF NATIVE
 LX5950'STONE MASONRY.  TWO SHORT, SQUARE TOWERS RISE SOMEWHAT ABOVE THE
 LX5950'IRREGULAR ROOF LINE OF THE HOUSE.  ONE NEAR THE SE CORNER HOUSES
 LX5950'A WATER TOWER.  THE TALLER TOWER IS ON THE W FACE NEAR THE NW
 LX5950'CORNER.
 LX5950'
 LX5950'THE SW CORNER OF THIS TOWER IS A LITTLE TALLER THAN THE OTHER.  IT
 LX5950'ENCLOSES A CHIMNEY.
 LX5950'
 LX5950'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5950'
 LX5950'THE BUILDING IS A PROMINENT AND WELL KNOWN LANDMARK.
 LX5950
 LX5950                          STATION RECOVERY (1948)
 LX5950
 LX5950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5950'THE STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX5950
 LX5950                          STATION RECOVERY (1984)
 LX5950
 LX5950'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5950'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5950'AND ACCURATE.
 LX5950
 LX5950                          STATION RECOVERY (1989)
 LX5950
 LX5950'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5950'RECOVERED IN GOOD CONDITION.
 LX5950
 LX5950                          STATION RECOVERY (2004)
 LX5950
 LX5950'RECOVERY NOTE BY GEOCACHING 2004 (CEA)
 LX5950'IN 2002, THE STATE OF CONNECTICUT HAD COMPLETED EXTENSIVE WORK ON THE
 LX5950'STRUCTURE TO PRESERVE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5079 ***********************************************************************
 LX5079  DESIGNATION -  GILSON
 LX5079  PID         -  LX5079
 LX5079  STATE/COUNTY-  CT/NEW LONDON
 LX5079  USGS QUAD   -  UNCASVILLE (1984)
 LX5079
 LX5079                         *CURRENT SURVEY CONTROL
 LX5079  ___________________________________________________________________
 LX5079* NAD 83(1996)-  41 24 26.69940(N)    072 05 53.50606(W)     ADJUSTED  
 LX5079* NAVD 88     -                                                        
 LX5079  ___________________________________________________________________
 LX5079  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LX5079  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5079
 LX5079  HORZ ORDER  -  THIRD
 LX5079
 LX5079.The horizontal coordinates were established by classical geodetic methods
 LX5079.and adjusted by the National Geodetic Survey in August 1998..
 LX5079
 LX5079
 LX5079.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5079
 LX5079.The geoid height was determined by GEOID03.
 LX5079
 LX5079;                    North         East     Units Scale Factor Converg.
 LX5079;SPC CT       -   216,362.205   359,299.871   MT  0.99998556   +0 25 55.9
 LX5079;SPC CT       -   709,848.33  1,178,802.99   sFT  0.99998556   +0 25 55.9
 LX5079;UTM  18      - 4,588,050.066   742,550.364   MT  1.00032407   +1 55 12.8
 LX5079
 LX5079                          SUPERSEDED SURVEY CONTROL
 LX5079
 LX5079  NAD 83(1992)-  41 24 26.69835(N)    072 05 53.50531(W) AD(       ) 4
 LX5079  NAD 83(1986)-  41 24 26.69919(N)    072 05 53.50908(W) AD(       ) 4
 LX5079  NAD 27      -  41 24 26.35000(N)    072 05 55.23000(W) AD(       ) 3
 LX5079
 LX5079.Superseded values are not recommended for survey control.
 LX5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5079.See file dsdata.txt to determine how the superseded data were derived.
 LX5079
 LX5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4255088050(NAD 83)
 LX5079
 LX5079  HISTORY     - Date     Condition        Report By
 LX5079  HISTORY     - UNK      MONUMENTED       USE
 LX5079  HISTORY     - 1960     MARK NOT FOUND   CGS
 LX5079  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LX5079  HISTORY     - 1989     GOOD             USPSQD
 LX5079
 LX5079                          STATION DESCRIPTION
 LX5079
 LX5079'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5079'THERE WAS NO ORIGINAL DESCRIPTION AVAILABLE.
 LX5079'
 LX5079'THE AREA NEAR THE PLOTTED POSITION OF THIS STATION WAS SEARCHED AND
 LX5079'NO SIGN OF A STATION WAS FOUND.
 LX5079
 LX5079                          STATION RECOVERY (1984)
 LX5079
 LX5079'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5079'IN SEARCH OF THE STATION, FOUND BRONZE ROD SET IN LEDGE.  ROD WAS
 LX5079'LOCATED IN CENTER OF A TRIANGULAR SHAPED STAINED SECTION OF LEDGE.
 LX5079'THE TRIANGULAR STAIN MEASURED 12 INCHES EACH SIDE.
 LX5079'
 LX5079'FROM NEW LONDON PROCEED NORTH ON ROUTE 32 TO SCOTCH CAP ROAD, TURN
 LX5079'RIGHT PROCEED TO CENTRAL VERMONT RAILROAD TRACKS.  GO 740 YARDS
 LX5079'NORTH ALONG RR TRACKSON RIGHT IS PENINSULAR OF LAND EXTENDING
 LX5079'INTO THAMES RIVER ROD IS 16 FEET WEST OF MEAN HIGH WATER MARK
 LX5079'AND AT AN ELEVATION OF 5 FEET ABOVE MEAN HIGH WATER IT IS 200
 LX5079'YARDS NORTH WEST OF AN AID TO NAVIGATION SCOTCH CAPEL 4 SEC 23
 LX5079'FEET NO 1.
 LX5079
 LX5079                          STATION RECOVERY (1989)
 LX5079
 LX5079'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3580 ***********************************************************************
 LW3580  DESIGNATION -  GLASCO BLEACHING CO STACK
 LW3580  PID         -  LW3580
 LW3580  STATE/COUNTY-  CT/NEW LONDON
 LW3580  USGS QUAD   -  JEWETT CITY (1984)
 LW3580
 LW3580                         *CURRENT SURVEY CONTROL
 LW3580  ___________________________________________________________________
 LW3580* NAD 83(1996)-  41 33 23.27169(N)    071 53 16.68890(W)     ADJUSTED  
 LW3580* NAVD 88     -                                                        
 LW3580  ___________________________________________________________________
 LW3580  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LW3580  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW3580
 LW3580  HORZ ORDER  -  THIRD
 LW3580
 LW3580.The horizontal coordinates were established by classical geodetic methods
 LW3580.and adjusted by the National Geodetic Survey in August 1998..
 LW3580
 LW3580
 LW3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3580
 LW3580.The geoid height was determined by GEOID03.
 LW3580
 LW3580;                    North         East     Units Scale Factor Converg.
 LW3580;SPC CT       -   233,068.822   376,711.930   MT  0.99998322   +0 34 17.7
 LW3580;SPC CT       -   764,659.96  1,235,929.06   sFT  0.99998322   +0 34 17.7
 LW3580;SPC RI       -    52,618.340    67,634.389   MT  1.00000664   -0 15 26.5
 LW3580;SPC RI       -   172,632.00    221,897.16   sFT  1.00000664   -0 15 26.5
 LW3580;UTM  19      - 4,604,561.108   259,159.171   MT  1.00031387   -1 55 00.0
 LW3580
 LW3580                          SUPERSEDED SURVEY CONTROL
 LW3580
 LW3580  NAD 83(1992)-  41 33 23.27059(N)    071 53 16.68820(W) AD(       ) 4
 LW3580  NAD 83(1986)-  41 33 23.27047(N)    071 53 16.68942(W) AD(       ) 4
 LW3580  NAD 27      -  41 33 22.91519(N)    071 53 18.42851(W) AD(       ) 3
 LW3580
 LW3580.Superseded values are not recommended for survey control.
 LW3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3580.See file dsdata.txt to determine how the superseded data were derived.
 LW3580
 LW3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5915904561(NAD 83)
 LW3580
 LW3580  HISTORY     - Date     Condition        Report By
 LW3580  HISTORY     - 1937     MONUMENTED       CTGS
 LW3580
 LW3580                          STATION DESCRIPTION
 LW3580
 LW3580'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3580'A YELLOW BRICK STACK ABOUT 70 FEET HIGH, SITUATED AMONGST THE SHOP
 LW3580'BUILDINGS OF THE GLASCO BLEACHING CO., IN THE VILLAGE OF GLASCO,
 LW3580'TOWN OF GRISWOLD, BETWEEN ROUTES 138, AND 165, A SHORT DISTANCE
 LW3580'FROM THE VOLUNTOWN-GRISWOLD TOWN LINE.  OBSERVED FROM GEER AND BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6811 ***********************************************************************
 LX6811  DESIGNATION -  GLASTONBURY CH OF CHRIST SPIRE
 LX6811  PID         -  LX6811
 LX6811  STATE/COUNTY-  CT/HARTFORD
 LX6811  USGS QUAD   -  GLASTONBURY (1992)
 LX6811
 LX6811                         *CURRENT SURVEY CONTROL
 LX6811  ___________________________________________________________________
 LX6811* NAD 83(1996)-  41 42 31.81046(N)    072 36 30.47808(W)     ADJUSTED  
 LX6811* NAVD 88     -                                                        
 LX6811  ___________________________________________________________________
 LX6811  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LX6811  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX6811
 LX6811  HORZ ORDER  -  THIRD
 LX6811
 LX6811.The horizontal coordinates were established by classical geodetic methods
 LX6811.and adjusted by the National Geodetic Survey in August 1998..
 LX6811
 LX6811
 LX6811.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6811
 LX6811.The geoid height was determined by GEOID03.
 LX6811
 LX6811;                    North         East     Units Scale Factor Converg.
 LX6811;SPC CT       -   249,642.879   316,579.953   MT  0.99998780   +0 05 37.8
 LX6811;SPC CT       -   819,036.68  1,038,646.06   sFT  0.99998780   +0 05 37.8
 LX6811;UTM  18      - 4,620,213.157   698,968.198   MT  1.00008719   +1 35 30.2
 LX6811
 LX6811                          SUPERSEDED SURVEY CONTROL
 LX6811
 LX6811  NAD 83(1996)-  41 42 31.80992(N)    072 36 30.47816(W) AD(       ) 4
 LX6811  NAD 83(1992)-  41 42 31.81004(N)    072 36 30.47827(W) AD(       ) 4
 LX6811  NAD 83(1992)-  41 42 31.81157(N)    072 36 30.47972(W) AD(       ) 4
 LX6811  NAD 83(1986)-  41 42 31.81178(N)    072 36 30.47966(W) AD(       ) 4
 LX6811  NAD 27      -  41 42 31.45083(N)    072 36 32.15257(W) AD(       ) 3
 LX6811
 LX6811.Superseded values are not recommended for survey control.
 LX6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6811.See file dsdata.txt to determine how the superseded data were derived.
 LX6811
 LX6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9896820213(NAD 83)
 LX6811_MARKER: Z = SEE DESCRIPTION
 LX6811_SETTING: 0 = UNSPECIFIED SETTING
 LX6811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6811
 LX6811  HISTORY     - Date     Condition        Report By
 LX6811  HISTORY     - 1978     MONUMENTED       NGS
 LX6811
 LX6811                          STATION DESCRIPTION
 LX6811
 LX6811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6811'THE STATION IS THE APEX OF THE BALL ATOP THE GLASTONBURY FIRST
 LX6811'CHURCH OF CHRIST SPIRE AND IS OWNED BY THE CONGREGATIONAL
 LX6811'CHURCH. IT IS GOLD IN COLOR WITH A GOLD DIRECTIONAL ARROW
 LX6811'ATTACHED TO THE TOP OF A WHITE CHURCH SPIRE AND WHITE CHURCH
 LX6811'BUILDING AND IS APPROXIMATELY 90 FEET IN HEIGHT.
 LX6811'
 LX6811'IT IS LOCATED ON THE WEST SIDE OF MAIN STREET AND JUST
 LX6811'SOUTHWEST OF THE JUNCTION OF MAIN STREET AND RIPLEY ROAD IN
 LX6811'GLASTONBURY.
 LX6811'
 LX6811'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6772 ***********************************************************************
 LX6772  DESIGNATION -  GLASTONBURY CONSILID CIGAR CUP
 LX6772  PID         -  LX6772
 LX6772  STATE/COUNTY-  CT/HARTFORD
 LX6772  USGS QUAD   -  GLASTONBURY (1992)
 LX6772
 LX6772                         *CURRENT SURVEY CONTROL
 LX6772  ___________________________________________________________________
 LX6772* NAD 83(1996)-  41 42 00.16623(N)    072 36 22.05677(W)     ADJUSTED  
 LX6772* NAVD 88     -                                                        
 LX6772  ___________________________________________________________________
 LX6772  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LX6772  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX6772
 LX6772  HORZ ORDER  -  THIRD
 LX6772
 LX6772.The horizontal coordinates were established by classical geodetic methods
 LX6772.and adjusted by the National Geodetic Survey in August 1998..
 LX6772
 LX6772
 LX6772.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6772
 LX6772.The geoid height was determined by GEOID03.
 LX6772
 LX6772;                    North         East     Units Scale Factor Converg.
 LX6772;SPC CT       -   248,666.923   316,776.265   MT  0.99998735   +0 05 43.4
 LX6772;SPC CT       -   815,834.73  1,039,290.13   sFT  0.99998735   +0 05 43.4
 LX6772;UTM  18      - 4,619,242.568   699,189.975   MT  1.00008828   +1 35 34.8
 LX6772
 LX6772                          SUPERSEDED SURVEY CONTROL
 LX6772
 LX6772  NAD 83(1996)-  41 42 00.16564(N)    072 36 22.05683(W) AD(       ) 4
 LX6772  NAD 83(1992)-  41 42 00.16575(N)    072 36 22.05680(W) AD(       ) 4
 LX6772  NAD 83(1992)-  41 42 00.16738(N)    072 36 22.05856(W) AD(       ) 4
 LX6772  NAD 83(1986)-  41 42 00.16754(N)    072 36 22.05839(W) AD(       ) 4
 LX6772  NAD 27      -  41 41 59.81000(N)    072 36 23.75000(W) AD(       ) 3
 LX6772
 LX6772.Superseded values are not recommended for survey control.
 LX6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6772.See file dsdata.txt to determine how the superseded data were derived.
 LX6772
 LX6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9919019243(NAD 83)
 LX6772
 LX6772  HISTORY     - Date     Condition        Report By
 LX6772  HISTORY     - 1935     MONUMENTED       CGS
 LX6772  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6772
 LX6772                          STATION DESCRIPTION
 LX6772
 LX6772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6772'THE CONSOLIDATED CIGAR CORPORATION, MAKERS OF DUTCH MASTER
 LX6772'CIGARS, IS E OF ROUTE 15 AND S OF HUBBARD STREET.  THE BUILDING
 LX6772'IS A FLAT TOP TWO-STORY STUCCO AND STEEL STRUCTURE.  THE BUILDING
 LX6772'RECTANGULAR WITH THE LONG AXIS N AND S.  THERE IS A METAL STACK
 LX6772'ON THE E SIDE OF THE BUILDING.  THE CUPOLA IS SQUARE WITH TWO
 LX6772'WINDOWS IN THE N AND S SIDES, THE E AND W SIDES ARE SOLID.  IT
 LX6772'ALSO HAS A FLAT ROOF.  THE STATION IS THE CENTER LINE OF THE
 LX6772'CUPOLA.  HEIGHT 40 FEET.
 LX6772
 LX6772                          STATION RECOVERY (1948)
 LX6772
 LX6772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6772'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6768 ***********************************************************************
 LX6768  DESIGNATION -  GLASTONBURY FIRST CONG CH
 LX6768  PID         -  LX6768
 LX6768  STATE/COUNTY-  CT/HARTFORD
 LX6768  USGS QUAD   -  GLASTONBURY (1992)
 LX6768
 LX6768                         *CURRENT SURVEY CONTROL
 LX6768  ___________________________________________________________________
 LX6768* NAD 83(1996)-  41 42 31.74687(N)    072 36 30.27172(W)     ADJUSTED  
 LX6768* NAVD 88     -                                                        
 LX6768  ___________________________________________________________________
 LX6768  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LX6768  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX6768
 LX6768  HORZ ORDER  -  THIRD
 LX6768
 LX6768.The horizontal coordinates were established by classical geodetic methods
 LX6768.and adjusted by the National Geodetic Survey in August 1998..
 LX6768
 LX6768
 LX6768.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6768
 LX6768.The geoid height was determined by GEOID03.
 LX6768
 LX6768;                    North         East     Units Scale Factor Converg.
 LX6768;SPC CT       -   249,640.925   316,584.727   MT  0.99998780   +0 05 38.0
 LX6768;SPC CT       -   819,030.27  1,038,661.73   sFT  0.99998780   +0 05 38.0
 LX6768;UTM  18      - 4,620,211.328   698,973.022   MT  1.00008721   +1 35 30.3
 LX6768
 LX6768                          SUPERSEDED SURVEY CONTROL
 LX6768
 LX6768  NAD 83(1996)-  41 42 31.74633(N)    072 36 30.27182(W) AD(       ) 4
 LX6768  NAD 83(1992)-  41 42 31.74646(N)    072 36 30.27180(W) AD(       ) 4
 LX6768  NAD 83(1992)-  41 42 31.74800(N)    072 36 30.27347(W) AD(       ) 4
 LX6768  NAD 83(1986)-  41 42 31.74823(N)    072 36 30.27336(W) AD(       ) 4
 LX6768  NAD 27      -  41 42 31.38900(N)    072 36 31.94400(W) AD(       ) 3
 LX6768
 LX6768.Superseded values are not recommended for survey control.
 LX6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6768.See file dsdata.txt to determine how the superseded data were derived.
 LX6768
 LX6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9897320211(NAD 83)
 LX6768
 LX6768  HISTORY     - Date     Condition        Report By
 LX6768  HISTORY     - 1935     MONUMENTED       CGS
 LX6768  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6768  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6768
 LX6768                          STATION DESCRIPTION
 LX6768
 LX6768'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6768'THE FIRST CONGREGATIONAL CHURCH IS ON THE W SIDE OF ROUTE 15
 LX6768'(MAIN STREET) IN THE VILLAGE OF GLASTONBURY.  IT IS A WHITE
 LX6768'FRAME STRUCTURE ERECTED IN 1867.  THE ROOF IS VERY FLAT AND IS
 LX6768'COVERED WITH SLATE SHINGLES.  THE SPIRE IS AT THE FRONT CENTER
 LX6768'OF THE BUILDING.  IT IS SQUARE UP TO THE TOP OF THE ROOF.  ABOVE
 LX6768'THIS ARE TWO SECTIONS THAT ARE OCTAGONAL, THE UPPER OF WHICH IS
 LX6768'COVERED WITH SLATE SHINGLES.  ABOVE THESE TWO SECTIONS THE
 LX6768'SPIRE IS ALSO OCTAGONAL AND COVERED WITH SLATE SHINGLES.  THERE
 LX6768'ARE FOUR CIRCULAR PARTS SPACED EQUALLY IN THE VERTICAL PLANE
 LX6768'ON ALTERNATE SIDES OF THE SPIRE.  THE STATION IS THE BASE
 LX6768'OF THE BALL AT THE APEX OF THE SPIRE.  HEIGHT ABOUT 175 FEET.
 LX6768
 LX6768                          STATION RECOVERY (1948)
 LX6768
 LX6768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6768'THE SPIRE WAS BLOWN OFF IN 1938.  IT IS RECOMMENDED THAT
 LX6768'THIS STATION BE CONSIDERED DESTROYED.
 LX6768
 LX6768                          STATION RECOVERY (1969)
 LX6768
 LX6768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6768'THIS STATION WAS REPORTED BLOWN OFF IN 1938 BY R.J.S. IN
 LX6768'1948.  IT IS BELIEVED THIS SPIRE WAS REBUILT IN ITS ORIGINAL
 LX6768'POSITION, AS IT AGREES WITH THE DESCRIPTION BY G.C.M. IN
 LX6768'1935.  IT IS SUGGESTED THAT IT BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6762 ***********************************************************************
 LX6762  DESIGNATION -  GLASTONBURY GILBERTS TOWER
 LX6762  PID         -  LX6762
 LX6762  STATE/COUNTY-  CT/HARTFORD
 LX6762  USGS QUAD   -  GLASTONBURY (1992)
 LX6762
 LX6762                         *CURRENT SURVEY CONTROL
 LX6762  ___________________________________________________________________
 LX6762* NAD 83(1996)-  41 40 17.79531(N)    072 36 04.67701(W)     ADJUSTED  
 LX6762* NAVD 88     -                                                        
 LX6762  ___________________________________________________________________
 LX6762  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 LX6762  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6762
 LX6762  HORZ ORDER  -  THIRD
 LX6762
 LX6762.The horizontal coordinates were established by classical geodetic methods
 LX6762.and adjusted by the National Geodetic Survey in August 1998..
 LX6762
 LX6762
 LX6762.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6762
 LX6762.The geoid height was determined by GEOID03.
 LX6762
 LX6762;                    North         East     Units Scale Factor Converg.
 LX6762;SPC CT       -   245,509.303   317,183.547   MT  0.99998603   +0 05 55.0
 LX6762;SPC CT       -   805,475.10  1,040,626.35   sFT  0.99998603   +0 05 55.0
 LX6762;UTM  18      - 4,616,096.344   699,679.668   MT  1.00009068   +1 35 43.2
 LX6762
 LX6762                          SUPERSEDED SURVEY CONTROL
 LX6762
 LX6762  NAD 83(1996)-  41 40 17.79469(N)    072 36 04.67703(W) AD(       ) 4
 LX6762  NAD 83(1992)-  41 40 17.79483(N)    072 36 04.67704(W) AD(       ) 4
 LX6762  NAD 83(1992)-  41 40 17.79641(N)    072 36 04.67880(W) AD(       ) 4
 LX6762  NAD 83(1986)-  41 40 17.79661(N)    072 36 04.67870(W) AD(       ) 4
 LX6762  NAD 27      -  41 40 17.43000(N)    072 36 06.36200(W) AD(       ) 3
 LX6762
 LX6762.Superseded values are not recommended for survey control.
 LX6762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6762.See file dsdata.txt to determine how the superseded data were derived.
 LX6762
 LX6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9968016096(NAD 83)
 LX6762
 LX6762  HISTORY     - Date     Condition        Report By
 LX6762  HISTORY     - 1935     MONUMENTED       CGS
 LX6762  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6762
 LX6762                          STATION DESCRIPTION
 LX6762
 LX6762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6762'THE HOME OF MR. L. GILBERT IS ON THE W SIDE OF ROUTE 15 (MAIN
 LX6762'STREET) IN THE TOWN OF GLASTONBURY.  IT IS A 1-1/2 STORY FRAME
 LX6762'BUILDING WITH FOUR GABLES.
 LX6762'
 LX6762'THE TOWER IS SQUARE AND ON THE E SIDE OF THE S GABLE.  IT
 LX6762'EXTENDS ABOUT 10 FEET ABOVE THE RIDGEPOLE OF THE HOUSE.  THE
 LX6762'ROOF OF THE TOWER IS A SQUARE PYRAMID WITH A FINIAL AT THE APEX
 LX6762'AND IS COVERED WITH RED METAL SHINGLES.
 LX6762'
 LX6762'THE STATION IS THE APEX OF THE TOWER.  HEIGHT ABOUT 35 FEET.
 LX6762
 LX6762                          STATION RECOVERY (1948)
 LX6762
 LX6762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6762'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4938 ***********************************************************************
 LX4938  DESIGNATION -  GLASTONBURY MICROWAVE TOWER
 LX4938  PID         -  LX4938
 LX4938  STATE/COUNTY-  CT/HARTFORD
 LX4938  USGS QUAD   -  MARLBOROUGH (1984)
 LX4938
 LX4938                         *CURRENT SURVEY CONTROL
 LX4938  ___________________________________________________________________
 LX4938* NAD 83(1996)-  41 42 34.23659(N)    072 28 23.12104(W)     ADJUSTED  
 LX4938* NAVD 88     -                                                        
 LX4938  ___________________________________________________________________
 LX4938  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LX4938  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX4938
 LX4938  HORZ ORDER  -  THIRD
 LX4938
 LX4938.The horizontal coordinates were established by classical geodetic methods
 LX4938.and adjusted by the National Geodetic Survey in August 1998..
 LX4938
 LX4938
 LX4938.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4938
 LX4938.The geoid height was determined by GEOID03.
 LX4938
 LX4938;                    North         East     Units Scale Factor Converg.
 LX4938;SPC CT       -   249,745.009   327,846.610   MT  0.99998784   +0 11 01.0
 LX4938;SPC CT       -   819,371.75  1,075,610.09   sFT  0.99998784   +0 11 01.0
 LX4938;UTM  18      - 4,620,609.852   710,229.769   MT  1.00014390   +1 40 54.9
 LX4938
 LX4938                          SUPERSEDED SURVEY CONTROL
 LX4938
 LX4938  NAD 83(1996)-  41 42 34.23609(N)    072 28 23.12105(W) AD(       ) 4
 LX4938  NAD 83(1992)-  41 42 34.23617(N)    072 28 23.12109(W) AD(       ) 4
 LX4938  NAD 83(1992)-  41 42 34.23759(N)    072 28 23.12247(W) AD(       ) 4
 LX4938  NAD 83(1986)-  41 42 34.23771(N)    072 28 23.12234(W) AD(       ) 4
 LX4938  NAD 27      -  41 42 33.88275(N)    072 28 24.81546(W) AD(       ) 3
 LX4938
 LX4938.Superseded values are not recommended for survey control.
 LX4938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4938.See file dsdata.txt to determine how the superseded data were derived.
 LX4938
 LX4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1023020610(NAD 83)
 LX4938_MARKER: 45 = MICROWAVE TOWER
 LX4938_SETTING: 0 = UNSPECIFIED SETTING
 LX4938
 LX4938  HISTORY     - Date     Condition        Report By
 LX4938  HISTORY     - 1976     FIRST OBSERVED   NGS
 LX4938  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4938
 LX4938                          STATION DESCRIPTION
 LX4938
 LX4938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4938'THE 1976 DESCRIPTION WAS NOT AVAILABLE AT THIS TIME.
 LX4938'
 LX4938'THE STATION IS THE PIPE STANDARD NEAR THE CENTER OF THE JOHN
 LX4938'TOM AMERICAN TELEGRAPH AND TELEPHONE LONGLINE MICROWAVE TOWER.
 LX4938'IT IS GRAY, SUPPORTED BY 4 TRIANGULAR SHAPED LEGS, WITH 4
 LX4938'LARGE TRIANGULAR SHAPED ANTENNAS, ONE IN EACH CORNER OF THE
 LX4938'LOWER PLATFORM AND 4 CIRCULAR SHAPED ANTENNAS, TWO LARGE ONES
 LX4938'AND TWO SMALL ONES ON THE UPPER PLATFORM, MOUNTED ON THE
 LX4938'NORTH SIDE OF THE TOWER AND FACEING TO THE NORTH. IT IS
 LX4938'APPROXIMATELY 100 FEET IN HEIGHT.
 LX4938'
 LX4938'THERE ARE SEVERAL OTHER MASTS ON THE SAME HILL THAT ARE
 LX4938'TALLER BUT ARE SMALLER IN DIAMETER.
 LX4938'
 LX4938'IT IS LOCATED ABOUT 5-1/4 MILES NORTH OF MARLBOROUGH, 2-3/4
 LX4938'MILES EAST OF THE JUNCTION OF STATE HIGHWAYS 83 AND 94 IN
 LX4938'BUCKINGHAM AND IS ON A HILL LOCALLY KNOWN AS JOHN TOM
 LX4938'MOUNTAIN.
 LX4938'
 LX4938'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 94 WHICH
 LX4938'IS NEAR THE SMALL COMMUNITY OF BUCKINGHAM. GO EAST ON STATE
 LX4938'HIGHWAY 94 FOR 2.85 MILES TO A SIDE ROAD LEFT. TURN LEFT AND
 LX4938'GO NORTHEAST ON BIRCH MOUNTAIN ROAD FOR 0.2 MILE TO THE STATION
 LX4938'ON THE RIGHT.
 LX4938'
 LX4938'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6776 ***********************************************************************
 LX6776  DESIGNATION -  GLASTONBURY OLDS GABLE
 LX6776  PID         -  LX6776
 LX6776  STATE/COUNTY-  CT/HARTFORD
 LX6776  USGS QUAD   -  GLASTONBURY (1992)
 LX6776
 LX6776                         *CURRENT SURVEY CONTROL
 LX6776  ___________________________________________________________________
 LX6776* NAD 83(1996)-  41 40 27.89233(N)    072 34 33.97333(W)     ADJUSTED  
 LX6776* NAVD 88     -                                                        
 LX6776  ___________________________________________________________________
 LX6776  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LX6776  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX6776
 LX6776  HORZ ORDER  -  THIRD
 LX6776
 LX6776.The horizontal coordinates were established by classical geodetic methods
 LX6776.and adjusted by the National Geodetic Survey in August 1998..
 LX6776
 LX6776
 LX6776.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6776
 LX6776.The geoid height was determined by GEOID03.
 LX6776
 LX6776;                    North         East     Units Scale Factor Converg.
 LX6776;SPC CT       -   245,824.727   319,281.049   MT  0.99998615   +0 06 55.1
 LX6776;SPC CT       -   806,509.96  1,047,507.91   sFT  0.99998615   +0 06 55.1
 LX6776;UTM  18      - 4,616,466.490   701,768.445   MT  1.00010100   +1 36 43.9
 LX6776
 LX6776                          SUPERSEDED SURVEY CONTROL
 LX6776
 LX6776  NAD 83(1996)-  41 40 27.89171(N)    072 34 33.97346(W) AD(       ) 4
 LX6776  NAD 83(1992)-  41 40 27.89188(N)    072 34 33.97333(W) AD(       ) 4
 LX6776  NAD 83(1992)-  41 40 27.89343(N)    072 34 33.97516(W) AD(       ) 4
 LX6776  NAD 83(1986)-  41 40 27.89360(N)    072 34 33.97500(W) AD(       ) 4
 LX6776  NAD 27      -  41 40 27.52700(N)    072 34 35.65200(W) AD(       ) 3
 LX6776
 LX6776.Superseded values are not recommended for survey control.
 LX6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6776.See file dsdata.txt to determine how the superseded data were derived.
 LX6776
 LX6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0176816466(NAD 83)
 LX6776
 LX6776  HISTORY     - Date     Condition        Report By
 LX6776  HISTORY     - 1935     MONUMENTED       CGS
 LX6776
 LX6776                          STATION DESCRIPTION
 LX6776
 LX6776'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6776'THE HOUSE OF OLDS AND WHIPPLE, INCORPORATED, IS ON THE TOP OF THE
 LX6776'SECOND HILL E OF ROUTE 15 ALONG THE CHESTNUT HILL ROAD.  THE
 LX6776'ENTIRE TOP OF THE HILL IS COVERED WITH AN APPLE ORCHARD.  THE
 LX6776'HOUSE IS A TWO-STORY FRAME BUILDING PAINTED A STRAW YELLOW AND HAS
 LX6776'A STEEP GABLE ROOF WITH TWO BRICK CHIMNEYS IN THE RIDGEPOLE, ONE
 LX6776'AT THE 1/4 AND THE OTHER AT THE 3/4 POINTS.  THERE IS A WINDOW
 LX6776'IN EACH GABLE.  THE STATION IS THE CENTER LINE OF THE S
 LX6776'GABLE.  HEIGHT ABOUT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6779 ***********************************************************************
 LX6779  DESIGNATION -  GLASTONBURY PHELPS COAL A FRAM
 LX6779  PID         -  LX6779
 LX6779  STATE/COUNTY-  CT/HARTFORD
 LX6779  USGS QUAD   -  GLASTONBURY (1992)
 LX6779
 LX6779                         *CURRENT SURVEY CONTROL
 LX6779  ___________________________________________________________________
 LX6779* NAD 83(1996)-  41 42 47.19395(N)    072 37 08.78364(W)     ADJUSTED  
 LX6779* NAVD 88     -                                                        
 LX6779  ___________________________________________________________________
 LX6779  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX6779  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX6779
 LX6779  HORZ ORDER  -  THIRD
 LX6779
 LX6779.The horizontal coordinates were established by classical geodetic methods
 LX6779.and adjusted by the National Geodetic Survey in August 1998..
 LX6779
 LX6779
 LX6779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6779
 LX6779.The geoid height was determined by GEOID03.
 LX6779
 LX6779;                    North         East     Units Scale Factor Converg.
 LX6779;SPC CT       -   250,116.090   315,693.670   MT  0.99998803   +0 05 12.4
 LX6779;SPC CT       -   820,589.21  1,035,738.32   sFT  0.99998803   +0 05 12.4
 LX6779;UTM  18      - 4,620,663.082   698,069.761   MT  1.00008280   +1 35 05.1
 LX6779
 LX6779                          SUPERSEDED SURVEY CONTROL
 LX6779
 LX6779  NAD 83(1996)-  41 42 47.19344(N)    072 37 08.78378(W) AD(       ) 4
 LX6779  NAD 83(1992)-  41 42 47.19359(N)    072 37 08.78376(W) AD(       ) 4
 LX6779  NAD 83(1992)-  41 42 47.19505(N)    072 37 08.78538(W) AD(       ) 4
 LX6779  NAD 83(1986)-  41 42 47.19531(N)    072 37 08.78527(W) AD(       ) 4
 LX6779  NAD 27      -  41 42 46.82800(N)    072 37 10.46300(W) AD(       ) 3
 LX6779
 LX6779.Superseded values are not recommended for survey control.
 LX6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6779.See file dsdata.txt to determine how the superseded data were derived.
 LX6779
 LX6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9807020663(NAD 83)
 LX6779
 LX6779  HISTORY     - Date     Condition        Report By
 LX6779  HISTORY     - 1935     MONUMENTED       CGS
 LX6779  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6779
 LX6779                          STATION DESCRIPTION
 LX6779
 LX6779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6779'THE PHELPS COAL COMPANY IS ON THE E BANK OF THE CONNECTICUT
 LX6779'RIVER S OF NAUBUC AVENUE.  THE A FRAME IS ON TOP OF THE CONVEYOR
 LX6779'HOUSE THAT IS AT THE WATERS EDGE.  THE ENTIRE STRUCTURE IS MADE
 LX6779'OF LARGE TIMBERS BOLTED TOGETHER AND IS W OF A LONG NARROW
 LX6779'BUILDING.  THE STATION IS THE APEX OF THE A FRAME.  HEIGHT ABOUT
 LX6779'75 FEET.
 LX6779
 LX6779                          STATION RECOVERY (1948)
 LX6779
 LX6779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6779'THE A FRAME WAS WASHED AWAY DURING THE SPRING FRESHET OF 1936.  IT
 LX6779'IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6784 ***********************************************************************
 LX6784  DESIGNATION -  GLASTONBURY ST MARKS CH TWR
 LX6784  PID         -  LX6784
 LX6784  STATE/COUNTY-  CT/HARTFORD
 LX6784  USGS QUAD   -  GLASTONBURY (1992)
 LX6784
 LX6784                         *CURRENT SURVEY CONTROL
 LX6784  ___________________________________________________________________
 LX6784* NAD 83(1996)-  41 43 22.11685(N)    072 36 40.49632(W)     ADJUSTED  
 LX6784* NAVD 88     -                                                        
 LX6784  ___________________________________________________________________
 LX6784  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LX6784  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX6784
 LX6784  HORZ ORDER  -  THIRD
 LX6784
 LX6784.The horizontal coordinates were established by classical geodetic methods
 LX6784.and adjusted by the National Geodetic Survey in August 1998..
 LX6784
 LX6784
 LX6784.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6784
 LX6784.The geoid height was determined by GEOID03.
 LX6784
 LX6784;                    North         East     Units Scale Factor Converg.
 LX6784;SPC CT       -   251,194.543   316,345.855   MT  0.99998858   +0 05 31.2
 LX6784;SPC CT       -   824,127.43  1,037,878.03   sFT  0.99998858   +0 05 31.2
 LX6784;UTM  18      - 4,621,758.323   698,693.587   MT  1.00008584   +1 35 25.1
 LX6784
 LX6784                          SUPERSEDED SURVEY CONTROL
 LX6784
 LX6784  NAD 83(1996)-  41 43 22.11625(N)    072 36 40.49640(W) AD(       ) 4
 LX6784  NAD 83(1992)-  41 43 22.11643(N)    072 36 40.49640(W) AD(       ) 4
 LX6784  NAD 83(1992)-  41 43 22.11800(N)    072 36 40.49808(W) AD(       ) 4
 LX6784  NAD 83(1986)-  41 43 22.11819(N)    072 36 40.49790(W) AD(       ) 4
 LX6784  NAD 27      -  41 43 21.78000(N)    072 36 42.19000(W) AD(       ) 3
 LX6784
 LX6784.Superseded values are not recommended for survey control.
 LX6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6784.See file dsdata.txt to determine how the superseded data were derived.
 LX6784
 LX6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9869421758(NAD 83)
 LX6784
 LX6784  HISTORY     - Date     Condition        Report By
 LX6784  HISTORY     - 1935     MONUMENTED       CGS
 LX6784  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6784
 LX6784                          STATION DESCRIPTION
 LX6784
 LX6784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6784'THE ST. MARKS LUTHERAN CHURCH IS ON THE NORTHERLY SIDE OF GRISWOLD
 LX6784'STREET E OF ROUTE 15 IN GLASTONBURY.  THE BUILDING IS A FRAME
 LX6784'STRUCTURE WITH SHINGLE SIDES AND ROOF, AND WAS ERECTED IN
 LX6784'1925.  THE BASE OF THE CHURCH IS CONCRETE.  THE TOWER IS SQUARE
 LX6784'AND AT THE SW CORNER OF THE BUILDING.  THERE ARE LOUVRES IN EACH
 LX6784'SIDE ABOVE THE ROOF OF THE CHURCH.  THE ROOF OF THE TOWER IS
 LX6784'A SQUARE PYRAMID SURMOUNTED BY A CROSS.  HEIGHT ABOUT 40 FEET.
 LX6784
 LX6784                          STATION RECOVERY (1948)
 LX6784
 LX6784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6784'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6800 ***********************************************************************
 LX6800  DESIGNATION -  GLASTONBURY ST PAULS CATH CH
 LX6800  PID         -  LX6800
 LX6800  STATE/COUNTY-  CT/HARTFORD
 LX6800  USGS QUAD   -  GLASTONBURY (1992)
 LX6800
 LX6800                         *CURRENT SURVEY CONTROL
 LX6800  ___________________________________________________________________
 LX6800* NAD 83(1996)-  41 42 51.72760(N)    072 36 38.38500(W)     ADJUSTED  
 LX6800* NAVD 88     -                                                        
 LX6800  ___________________________________________________________________
 LX6800  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 LX6800  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX6800
 LX6800  HORZ ORDER  -  THIRD
 LX6800
 LX6800.The horizontal coordinates were established by classical geodetic methods
 LX6800.and adjusted by the National Geodetic Survey in August 1998..
 LX6800
 LX6800
 LX6800.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6800
 LX6800.The geoid height was determined by GEOID03.
 LX6800
 LX6800;                    North         East     Units Scale Factor Converg.
 LX6800;SPC CT       -   250,257.060   316,396.167   MT  0.99998810   +0 05 32.6
 LX6800;SPC CT       -   821,051.70  1,038,043.09   sFT  0.99998810   +0 05 32.6
 LX6800;UTM  18      - 4,620,822.384   698,768.399   MT  1.00008621   +1 35 25.5
 LX6800
 LX6800                          SUPERSEDED SURVEY CONTROL
 LX6800
 LX6800  NAD 83(1996)-  41 42 51.72706(N)    072 36 38.38508(W) AD(       ) 4
 LX6800  NAD 83(1992)-  41 42 51.72720(N)    072 36 38.38520(W) AD(       ) 4
 LX6800  NAD 83(1992)-  41 42 51.72870(N)    072 36 38.38661(W) AD(       ) 4
 LX6800  NAD 83(1986)-  41 42 51.72892(N)    072 36 38.38654(W) AD(       ) 4
 LX6800  NAD 27      -  41 42 51.36770(N)    072 36 40.05954(W) AD(       ) 3
 LX6800
 LX6800.Superseded values are not recommended for survey control.
 LX6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6800.See file dsdata.txt to determine how the superseded data were derived.
 LX6800
 LX6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9876820822(NAD 83)
 LX6800_MARKER: Z = SEE DESCRIPTION
 LX6800_SETTING: 0 = UNSPECIFIED SETTING
 LX6800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6800
 LX6800  HISTORY     - Date     Condition        Report By
 LX6800  HISTORY     - 1978     MONUMENTED       NGS
 LX6800
 LX6800                          STATION DESCRIPTION
 LX6800
 LX6800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6800'THE STATION IS THE BASE OF THE CROSS ATOP THE SAINT PAULS
 LX6800'ROMAN CATHOLIC CHURCH CUPOLA AND IS OWNED BY THE CATHOLIC
 LX6800'CHURCH. IT HAS A SILVER DOME TOP WITH A GREEN ROOF AND WHITE
 LX6800'CROSS ATTACHED TO THE TOP OF A RED BRICK BUILDING AND IS
 LX6800'APPROXIMATELY 60 FEET IN HEIGHT.
 LX6800'
 LX6800'IT IS LOCATED AT THE CORNER OF WELLS AND MAIN STREET IN
 LX6800'GLASTONBURY.
 LX6800'
 LX6800'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6773 ***********************************************************************
 LX6773  DESIGNATION -  GLASTONBURY TOWNFARM GABLE
 LX6773  PID         -  LX6773
 LX6773  STATE/COUNTY-  CT/HARTFORD
 LX6773  USGS QUAD   -  GLASTONBURY (1992)
 LX6773
 LX6773                         *CURRENT SURVEY CONTROL
 LX6773  ___________________________________________________________________
 LX6773* NAD 83(1996)-  41 39 27.84051(N)    072 36 15.54853(W)     ADJUSTED  
 LX6773* NAVD 88     -                                                        
 LX6773  ___________________________________________________________________
 LX6773  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 LX6773  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6773
 LX6773  HORZ ORDER  -  THIRD
 LX6773
 LX6773.The horizontal coordinates were established by classical geodetic methods
 LX6773.and adjusted by the National Geodetic Survey in August 1998..
 LX6773
 LX6773
 LX6773.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6773
 LX6773.The geoid height was determined by GEOID03.
 LX6773
 LX6773;                    North         East     Units Scale Factor Converg.
 LX6773;SPC CT       -   243,967.699   316,934.669   MT  0.99998548   +0 05 47.7
 LX6773;SPC CT       -   800,417.36  1,039,809.83   sFT  0.99998548   +0 05 47.7
 LX6773;UTM  18      - 4,614,548.605   699,471.114   MT  1.00008966   +1 35 34.4
 LX6773
 LX6773                          SUPERSEDED SURVEY CONTROL
 LX6773
 LX6773  NAD 83(1996)-  41 39 27.83982(N)    072 36 15.54846(W) AD(       ) 4
 LX6773  NAD 83(1992)-  41 39 27.84000(N)    072 36 15.54855(W) AD(       ) 4
 LX6773  NAD 83(1992)-  41 39 27.84157(N)    072 36 15.55024(W) AD(       ) 4
 LX6773  NAD 83(1986)-  41 39 27.84179(N)    072 36 15.55022(W) AD(       ) 4
 LX6773  NAD 27      -  41 39 27.48000(N)    072 36 17.23000(W) AD(       ) 3
 LX6773
 LX6773.Superseded values are not recommended for survey control.
 LX6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6773.See file dsdata.txt to determine how the superseded data were derived.
 LX6773
 LX6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9947114549(NAD 83)
 LX6773
 LX6773  HISTORY     - Date     Condition        Report By
 LX6773  HISTORY     - 1935     MONUMENTED       CGS
 LX6773  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6773
 LX6773                          STATION DESCRIPTION
 LX6773
 LX6773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6773'THE GLASTONBURY TOWN FARM IS ON THE E SIDE OF ROUTE 15 1.5
 LX6773'MILES NORTHERLY OF THE PORTLAND-GLASTONBURY TOWN LINE.  THE
 LX6773'BUILDING IS A TWO-STORY FRAME STRUCTURE WITH A ONE-STORY WING
 LX6773'ON THE S SIDE AND A TWO-STORY HOUSE JOINING ON THE E END BUT A
 LX6773'LITTLE N OF THE HOUSE IN FRONT.  THERE IS A BRICK CHIMNEY IN
 LX6773'THE CENTER OF EACH HOUSE AND ALSO THE WING.  A FLIGHT OF STEPS
 LX6773'LEAD UP THE BANK FROM THE ROAD TO THE YARD.  THE WINDOW IN THE W
 LX6773'GABLE IS RECTANGULAR WITH THE LONG SIDE HORIZONTAL.  THE STATION
 LX6773'IS THE CENTER LINE OF THE W GABLE OF THE W HOUSE.  HEIGHT ABOUT
 LX6773'30 FEET.
 LX6773
 LX6773                          STATION RECOVERY (1948)
 LX6773
 LX6773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6773'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6763 ***********************************************************************
 LX6763  DESIGNATION -  GLASTONBURY WILLIAMS CO STACK
 LX6763  PID         -  LX6763
 LX6763  STATE/COUNTY-  CT/HARTFORD
 LX6763  USGS QUAD   -  GLASTONBURY (1992)
 LX6763
 LX6763                         *CURRENT SURVEY CONTROL
 LX6763  ___________________________________________________________________
 LX6763* NAD 83(1996)-  41 42 15.74861(N)    072 35 50.64459(W)     ADJUSTED  
 LX6763* NAVD 88     -                                                        
 LX6763  ___________________________________________________________________
 LX6763  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LX6763  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX6763
 LX6763  HORZ ORDER  -  THIRD
 LX6763
 LX6763.The horizontal coordinates were established by classical geodetic methods
 LX6763.and adjusted by the National Geodetic Survey in August 1998..
 LX6763
 LX6763
 LX6763.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6763
 LX6763.The geoid height was determined by GEOID03.
 LX6763
 LX6763;                    North         East     Units Scale Factor Converg.
 LX6763;SPC CT       -   249,148.911   317,501.714   MT  0.99998757   +0 06 04.3
 LX6763;SPC CT       -   817,416.05  1,041,670.21   sFT  0.99998757   +0 06 04.3
 LX6763;UTM  18      - 4,619,743.404   699,902.651   MT  1.00009178   +1 35 56.2
 LX6763
 LX6763                          SUPERSEDED SURVEY CONTROL
 LX6763
 LX6763  NAD 83(1996)-  41 42 15.74805(N)    072 35 50.64465(W) AD(       ) 4
 LX6763  NAD 83(1992)-  41 42 15.74822(N)    072 35 50.64464(W) AD(       ) 4
 LX6763  NAD 83(1992)-  41 42 15.74968(N)    072 35 50.64635(W) AD(       ) 4
 LX6763  NAD 83(1986)-  41 42 15.74993(N)    072 35 50.64620(W) AD(       ) 4
 LX6763  NAD 27      -  41 42 15.38300(N)    072 35 52.33000(W) AD(       ) 3
 LX6763
 LX6763.Superseded values are not recommended for survey control.
 LX6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6763.See file dsdata.txt to determine how the superseded data were derived.
 LX6763
 LX6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9990319743(NAD 83)
 LX6763
 LX6763  HISTORY     - Date     Condition        Report By
 LX6763  HISTORY     - 1935     MONUMENTED       CGS
 LX6763  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6763
 LX6763                          STATION DESCRIPTION
 LX6763
 LX6763'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6763'THE J.B. WILLIAMS COMPANY IS IN THE TOWN OF GLASTONBURY EASTERLY
 LX6763'OF ROUTE 15 (MAIN STREET), AND ON WILLIAMS STREET.  THE MAIN
 LX6763'BUILDING IS A FOUR-STORY BROWN BRICK BUILDING WITH A FLAT ROOF
 LX6763'AND IS ON THE S SIDE OF THE STREET.  EASTERLY OF THE MAIN BUILDING
 LX6763'ARE A NUMBER OF SMALLER BROWN BRICK BUILDINGS.  IT IS A CIRCULAR
 LX6763'STACK WITH AN ENLARGED TOP.  THE STATION IS THE CENTER LINE OF
 LX6763'THE STACK.  HEIGHT ABOUT 175 FEET.
 LX6763
 LX6763                          STATION RECOVERY (1948)
 LX6763
 LX6763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6763'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3941 ***********************************************************************
 LX3941  DESIGNATION -  GLENVILLE WATER TANK
 LX3941  PID         -  LX3941
 LX3941  STATE/COUNTY-  CT/FAIRFIELD
 LX3941  USGS QUAD   -  GLENVILLE (1971)
 LX3941
 LX3941                         *CURRENT SURVEY CONTROL
 LX3941  ___________________________________________________________________
 LX3941* NAD 83(1996)-  41 02 34.40520(N)    073 40 44.50336(W)     ADJUSTED  
 LX3941* NAVD 88     -                                                        
 LX3941  ___________________________________________________________________
 LX3941  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 LX3941  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX3941
 LX3941  HORZ ORDER  -  THIRD
 LX3941
 LX3941.The horizontal coordinates were established by classical geodetic methods
 LX3941.and adjusted by the National Geodetic Survey in August 1998..
 LX3941
 LX3941
 LX3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3941
 LX3941.The geoid height was determined by GEOID03.
 LX3941
 LX3941;                    North         East     Units Scale Factor Converg.
 LX3941;SPC CT       -   176,092.959   226,687.273   MT  1.00001959   -0 36 57.6
 LX3941;SPC CT       -   577,731.65    743,723.16   sFT  1.00001959   -0 36 57.6
 LX3941;SPC NY E     -   245,634.951   219,021.204   MT  0.99995861   +0 32 20.7
 LX3941;SPC NY E     -   805,887.34    718,572.07   sFT  0.99995861   +0 32 20.7
 LX3941;UTM  18      - 4,544,358.779   611,025.035   MT  0.99975171   +0 52 02.9
 LX3941
 LX3941                          SUPERSEDED SURVEY CONTROL
 LX3941
 LX3941  NAD 83(1992)-  41 02 34.40412(N)    073 40 44.50367(W) AD(       ) 4
 LX3941  NAD 83(1986)-  41 02 34.40658(N)    073 40 44.50279(W) AD(       ) 4
 LX3941  NAD 83(1986)-  41 02 34.40684(N)    073 40 44.50192(W) AD(       ) 4
 LX3941  NAD 27      -  41 02 34.05686(N)    073 40 46.03784(W) AD(       ) 3
 LX3941
 LX3941.Superseded values are not recommended for survey control.
 LX3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3941.See file dsdata.txt to determine how the superseded data were derived.
 LX3941
 LX3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1102544359(NAD 83)
 LX3941
 LX3941  HISTORY     - Date     Condition        Report By
 LX3941  HISTORY     - 1966     MONUMENTED       CGS
 LX3941  HISTORY     - 1983     GOOD             NGS
 LX3941  HISTORY     - 1988     POOR             USPSQD
 LX3941
 LX3941                          STATION DESCRIPTION
 LX3941
 LX3941'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3941'THE STATION IS THE FINIAL OF A LARGE METAL HEMI-ELLIPSOIDAL WATER
 LX3941'TANK MOUNTED ON TOP OF EIGHT METAL LEGS.  THE STRUCTURE IS
 LX3941'PAINTED GREY AND IS 185 FEET IN HEIGHT.
 LX3941'
 LX3941'IT IS LOCATED 0.9 MILE WEST-NORTHWEST OF GLENVILLE, 0.6 MILE
 LX3941'NORTHWEST OF INTERCHANGE 30 OF THE HUTCHISON RIVER PARKWAY ON
 LX3941'THE CONNECTICUT NEW YORK BOUNDARY AND JUST EAST OF THE
 LX3941'CONNECTICUT-NEW YORK BOUNDARY.
 LX3941
 LX3941                          STATION RECOVERY (1983)
 LX3941
 LX3941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3941'STATION WAS RECOVERED IN GOOD CONDITION.  A NEW
 LX3941'DESCRIPTION FOLLOWS.
 LX3941'THE STATION, GLENNVILLE WATER TANK IS THE VENT TOP CENTER
 LX3941'ATOP THE ELLIPSOIDAL ROOF OF THE EIGHT TUBULAR-LEGGED
 LX3941'TANK, PAINTED PALE BLUE,
 LX3941'ABOUT 45 METERS (148 FT) HIGH.
 LX3941'
 LX3941'THE STATION IS LOCATED 0.7 KM (0.45 MI) NORTH-
 LX3941'NORTHWEST OF THE JUNCTION OF THE MERRITT PARKWAY AND THE
 LX3941'NEW YORK STATE LINE, 0.1 KM (0.05 MI) EAST OF STATE
 LX3941'HIGHWAY 120A AND THE STATE LINE, ON THE EAST SIDE OF A
 LX3941'SMALL CEMETERY, JUST SOUTH OF RINCARD CIRCLE.
 LX3941'
 LX3941'DESCRIBED BY G. R. HEID.
 LX3941
 LX3941                          STATION RECOVERY (1988)
 LX3941
 LX3941'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX3941'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6118 ***********************************************************************
 LX6118  DESIGNATION -  GOGGINS GABLE
 LX6118  PID         -  LX6118
 LX6118  STATE/COUNTY-  CT/MIDDLESEX
 LX6118  USGS QUAD   -  HADDAM (1971)
 LX6118
 LX6118                         *CURRENT SURVEY CONTROL
 LX6118  ___________________________________________________________________
 LX6118* NAD 83(1996)-  41 28 27.72090(N)    072 30 32.91272(W)     ADJUSTED  
 LX6118* NAVD 88     -                                                        
 LX6118  ___________________________________________________________________
 LX6118  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 LX6118  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6118
 LX6118  HORZ ORDER  -  THIRD
 LX6118
 LX6118.The horizontal coordinates were established by classical geodetic methods
 LX6118.and adjusted by the National Geodetic Survey in August 1998..
 LX6118
 LX6118
 LX6118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6118
 LX6118.The geoid height was determined by GEOID03.
 LX6118
 LX6118;                    North         East     Units Scale Factor Converg.
 LX6118;SPC CT       -   223,620.258   324,918.868   MT  0.99998367   +0 09 34.9
 LX6118;SPC CT       -   733,660.80  1,066,004.65   sFT  0.99998367   +0 09 34.9
 LX6118;UTM  18      - 4,594,413.606   707,983.994   MT  1.00013237   +1 39 00.9
 LX6118
 LX6118                          SUPERSEDED SURVEY CONTROL
 LX6118
 LX6118  NAD 83(1992)-  41 28 27.72015(N)    072 30 32.91257(W) AD(       ) 4
 LX6118  NAD 83(1986)-  41 28 27.72197(N)    072 30 32.91502(W) AD(       ) 4
 LX6118  NAD 27      -  41 28 27.36400(N)    072 30 34.61300(W) AD(       ) 3
 LX6118
 LX6118.Superseded values are not recommended for survey control.
 LX6118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6118.See file dsdata.txt to determine how the superseded data were derived.
 LX6118
 LX6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0798494414(NAD 83)
 LX6118
 LX6118  HISTORY     - Date     Condition        Report By
 LX6118  HISTORY     - 1935     MONUMENTED       CGS
 LX6118  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6118
 LX6118                          STATION DESCRIPTION
 LX6118
 LX6118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6118'THE RESIDENCE OF WILLIAM GOGGIN IS IN THE OPEN FIELD ON THE
 LX6118'WESTERLY SLOPE OF GREAT HILL.  THE HOUSE IS A SMALL ONE-STORY
 LX6118'COTTAGE WITH PORCH ACROSS THE N GABLE END.  THE EASTERLY ROOF
 LX6118'IS PIERCED BY A SHARP DORMER GABLE THE SIDE WALLS ARE WHITE
 LX6118'CLAPBOARDS WITH DARK SHINGLED GABLES.  THERE IS A SINGLE RED
 LX6118'BRICK CHIMNEY A LITTLE E AND S OF THE CENTER OF THE ROOF.
 LX6118'
 LX6118'ROOF IS OF BROWN VARIGATED SHINGLES.
 LX6118'
 LX6118'CENTER IS APEX OF THE N GABLE.
 LX6118
 LX6118                          STATION RECOVERY (1948)
 LX6118
 LX6118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6118'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3925 ***********************************************************************
 LX3925  DESIGNATION -  GOLD BALL TOWER
 LX3925  PID         -  LX3925
 LX3925  STATE/COUNTY-  CT/FAIRFIELD
 LX3925  USGS QUAD   -  GLENVILLE (1971)
 LX3925
 LX3925                         *CURRENT SURVEY CONTROL
 LX3925  ___________________________________________________________________
 LX3925* NAD 83(1996)-  41 01 30.00595(N)    073 37 45.22093(W)     ADJUSTED  
 LX3925* NAVD 88     -                                                        
 LX3925  ___________________________________________________________________
 LX3925  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 LX3925  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX3925
 LX3925  HORZ ORDER  -  THIRD
 LX3925
 LX3925.The horizontal coordinates were established by classical geodetic methods
 LX3925.and adjusted by the National Geodetic Survey in August 1998..
 LX3925
 LX3925
 LX3925.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3925
 LX3925.The geoid height was determined by GEOID03.
 LX3925
 LX3925;                    North         East     Units Scale Factor Converg.
 LX3925;SPC CT       -   174,062.589   230,854.183   MT  1.00002229   -0 34 58.7
 LX3925;SPC CT       -   571,070.34    757,394.10   sFT  1.00002229   -0 34 58.7
 LX3925;SPC NY L     -    95,382.085   331,183.070   MT  0.99999955   +0 14 33.1
 LX3925;SPC NY L     -   312,932.72  1,086,556.46   sFT  0.99999955   +0 14 33.1
 LX3925;UTM  18      - 4,542,437.447   615,241.991   MT  0.99976345   +0 53 59.5
 LX3925
 LX3925                          SUPERSEDED SURVEY CONTROL
 LX3925
 LX3925  NAD 83(1992)-  41 01 30.00543(N)    073 37 45.22058(W) AD(       ) 4
 LX3925  NAD 83(1986)-  41 01 30.00510(N)    073 37 45.22061(W) AD(       ) 4
 LX3925  NAD 27      -  41 01 29.65800(N)    073 37 46.76700(W) AD(       ) 3
 LX3925
 LX3925.Superseded values are not recommended for survey control.
 LX3925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3925.See file dsdata.txt to determine how the superseded data were derived.
 LX3925
 LX3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1524242437(NAD 83)
 LX3925
 LX3925  HISTORY     - Date     Condition        Report By
 LX3925  HISTORY     - 1933     MONUMENTED       CGS
 LX3925  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3925  HISTORY     - 1981     GOOD             NGS
 LX3925  HISTORY     - 1988     GOOD             USPSQD
 LX3925
 LX3925                          STATION DESCRIPTION
 LX3925
 LX3925'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 LX3925'HIGH SLENDER TOWER ON TOP OF GREENWICH HIGH SCHOOL BUILDING IN
 LX3925'GREENWICH, CONNECTICUT.  THE TOWER HAS A SQUARE WHITE BASE AROUND
 LX3925'WHICH A BALUSTRADE IS RUNNING.  ON THE BASE STANDS THE COLUMNADED
 LX3925'MAIN TOWER CROWNED BY A SMALLER BELL TOWER COVERED BY A
 LX3925'HEMISPHERICAL GILTED CUPOLA WITH A GILTED CENTER POLE SHOWING AT
 LX3925'THE MIDDLE OF ITS LENGTH A SMALL GOLDEN BALL AND A CROSS AT THE
 LX3925'HIGHEST POINT.  THE LOW SLATED ROOF OF THE MAIN BUILDING IS
 LX3925'FLANKED AT EITHER EXTREME BY A SMALLER WHITE TOWER SHOWING
 LX3925'BLACK VERTICAL LINES BETWEEN WHITE COLUMNS.
 LX3925'
 LX3925'THE MAIN BUILDING IS OF RED BRICK.  ITS TRIMMINGS ARE WHITE.  THE
 LX3925'ESTATE BORDERS ON THE S SIDE OF FIELD POINT ROAD WHERE DAYTON
 LX3925'AVENUE RUNS INTO IT.
 LX3925
 LX3925                          STATION RECOVERY (1958)
 LX3925
 LX3925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3925'RECOVERED IN GOOD CONDITION, EXCEPT FOR PHRASE, WITH A GILTED
 LX3925'CENTER POLE SHOWING AT THE MIDDLE OF ITS LENGTH A SMALL GOLDEN BALL
 LX3925'AND A CROSS AT THE HIGHEST POINT.  POLE, BALL, AND CROSS, ARE GONE.
 LX3925'
 LX3925'SUGGESTED NEW DESCRIPTION--
 LX3925'
 LX3925'WORDING, AS IS, THROUGH, COVERED BY A HEMISPHERICAL GILDED
 LX3925'CUPOLA, (THEN ADD) SURMOUNTED BY A GILDED FINIAL.  BALANCE OF
 LX3925'DESCRIPTION IS O.K., AND STATION RETAINS ITS USEFULNESS.
 LX3925
 LX3925                          STATION RECOVERY (1981)
 LX3925
 LX3925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MWJ)
 LX3925'RECOVERED AS DESCRIBED.
 LX3925'
 LX3925'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 LX3925'GREENWICH.
 LX3925
 LX3925                          STATION RECOVERY (1988)
 LX3925
 LX3925'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX3925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3509 ***********************************************************************
 LX3509  DESIGNATION -  GOLDS
 LX3509  PID         -  LX3509
 LX3509  STATE/COUNTY-  CT/LITCHFIELD
 LX3509  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3509
 LX3509                         *CURRENT SURVEY CONTROL
 LX3509  ___________________________________________________________________
 LX3509* NAD 83(1996)-  41 48 44.72960(N)    073 11 20.29443(W)     ADJUSTED  
 LX3509* NAVD 88     -       415.7    (meters)    1364.     (feet)  VERTCON   
 LX3509  ___________________________________________________________________
 LX3509  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 LX3509  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX3509
 LX3509  HORZ ORDER  -  FIRST
 LX3509
 LX3509.The horizontal coordinates were established by classical geodetic methods
 LX3509.and adjusted by the National Geodetic Survey in August 1998..
 LX3509
 LX3509.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3509
 LX3509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3509
 LX3509.The geoid height was determined by GEOID03.
 LX3509
 LX3509;                    North         East     Units Scale Factor Converg.
 LX3509;SPC CT       -   261,231.228   268,325.283   MT  0.99999495   -0 17 27.8
 LX3509;SPC CT       -   857,056.12    880,330.53   sFT  0.99999495   -0 17 27.8
 LX3509;UTM  18      - 4,630,535.589   650,427.641   MT  0.99987846   +1 12 27.5
 LX3509
 LX3509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3509!SPC CT       -   0.99993939  x   0.99999495  =   0.99993434
 LX3509!UTM  18      -   0.99993939  x   0.99987846  =   0.99981786
 LX3509
 LX3509|---------------------------------------------------------------------|
 LX3509| PID    Reference Object                     Distance      Geod. Az  |
 LX3509|                                                           dddmmss.s |
 LX3509| CB3435 GOLDS 2 RM 4                         80.818 METERS 14134     |
 LX3509| CB3437 GOLDS RM 1                           24.713 METERS 15535     |
 LX3509| LX3518 GOLDS 2                              56.263 METERS 15710     |
 LX3509| CB3436 GOLDS 2 RM 5                         50.304 METERS 18401     |
 LX3509| CB3438 GOLDS RM 2                           23.982 METERS 24828     |
 LX3509| LX3613 MOHAWK FIRE TOWER                   APPROX. 9.0 KM 2761910.0 |
 LX3509| LX3513 GOSHEN CONG CHURCH SPIRE            APPROX. 3.7 KM 3054231.9 |
 LX3509| CB3439 GOLDS RM 3                           24.792 METERS 34223     |
 LX3509|---------------------------------------------------------------------|
 LX3509
 LX3509                          SUPERSEDED SURVEY CONTROL
 LX3509
 LX3509  NAD 83(1996)-  41 48 44.72949(N)    073 11 20.29472(W) AD(       ) 1
 LX3509  NAD 83(1992)-  41 48 44.73004(N)    073 11 20.29517(W) AD(       ) 1
 LX3509  NAD 83(1992)-  41 48 44.73096(N)    073 11 20.29597(W) AD(       ) 1
 LX3509  NAD 83(1986)-  41 48 44.73095(N)    073 11 20.29633(W) AD(       ) 1
 LX3509  NAD 27      -  41 48 44.38200(N)    073 11 21.88800(W) AD(       ) 1
 LX3509  NGVD 29 (07/19/86)  415.9    (m)         1364.     (f) VERT ANG       
 LX3509
 LX3509.Superseded values are not recommended for survey control.
 LX3509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3509.See file dsdata.txt to determine how the superseded data were derived.
 LX3509
 LX3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5042830536(NAD 83)
 LX3509_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3509_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX3509_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LX3509_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3509
 LX3509  HISTORY     - Date     Condition        Report By
 LX3509  HISTORY     - 1938     MONUMENTED       CTGS
 LX3509  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX3509  HISTORY     - 1980     GOOD             NGS
 LX3509  HISTORY     - 1984     SEE DESCRIPTION  NGS
 LX3509
 LX3509                          STATION DESCRIPTION
 LX3509
 LX3509'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3509'ON THE SUMMIT OF A LONG RIDGE, 10 MILES SOUTHWEST OF WINSTED,
 LX3509'3-1/2 MILES WEST-NORTHWEST OF TORRINGTON, ON NEARLY THE
 LX3509'HIGHEST POINT OF THE RIDGE, ON THE PROPERTY OF JOHN
 LX3509'GOLDSCHNEIDER, IN A MEADOW BORDERED BY BRUSH TO THE WEST, EAST
 LX3509'AND SOUTH, 140 PACES NORTHWEST OF THE BAR-GATE AT THE CORNER
 LX3509'OF THE MEADOW, 26 PACES NORTHEAST OF A WIRE FENCE AT THE MOST
 LX3509'NORTHERLY FRUIT TREE, 14 PACES SOUTH OF A GRAY GRANITE BOULDER
 LX3509'OVER A LARGE DARK BOULDER FLUSH WITH THE GROUND.  STATION
 LX3509'IS STAMPED GOLDS-1938.
 LX3509'
 LX3509'TO REACH FROM THE ROTARY AT STATE HIGHWAYS 8 AND 4 IN
 LX3509'TORRINGTON, TAKE STATE HIGHWAY 4 AND GO 3.2 MILES.  THENCE
 LX3509'BEAR LEFT ON TAR ROAD AND CONTINUE 1.2 MILES TO SIGN--TORRINGTON
 LX3509'FISH AND GAME CLUB.  BEAR RIGHT ONTO DIRT ROAD AND GO 0.2
 LX3509'MILE.  THENCE TURN RIGHT AND PROCEED 0.1 MILE TO BAR-WAY.  PARK
 LX3509'TRUCK AT BAR-WAY AND GO ABOUT 1,000 FEET WEST TO STATION.
 LX3509'
 LX3509'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX3509'DISKS SET IN CONCRETE, NOTES 1A AND 11A.
 LX3509'
 LX3509'UNDERGROUND STATION IS 40 INCHES BELOW AND DIRECTLY UNDER THE
 LX3509'SURFACE STATION MARK.  3 INCHES OF DIRT SEPARATE UNDERGROUND
 LX3509'MARK FROM THE SURFACE STATION MARK.  UNDERGROUND MARK IS STAMPED
 LX3509'GOLDS-1938.
 LX3509'
 LX3509'REFERENCE MARK NO.1 IS SOUTHEAST OF STATION, AND IS STAMPED
 LX3509'GOLDS-1938.  REFERENCE MARK NO.2 IS SOUTHWEST OF STATION, AND
 LX3509'STAMPED GOLDS-1938.  REFERENCE MARK NO.3 IS NORTH-NORTHWEST OF
 LX3509'STATION, AND STAMPED GOLDS-1938.
 LX3509'
 LX3509'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3509
 LX3509                          STATION RECOVERY (1971)
 LX3509
 LX3509'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX3509'SURFACE STATION GOLDS 1938, WAS NOT FOUND.  THE UNDERGROUND
 LX3509'CONCRETE WAS RECOVERED.  DUE TO THE RAPID SEEPAGE OF
 LX3509'SUBSURFACE WATER, THE DISK COULD NOT BE SEEN.  IT IS ASSUMED
 LX3509'TO BE OK.  RM 1 AND RM 3 HAVE BOTH BEEN HIT AND ARE LEANING.  RM
 LX3509'2 WAS NOT RECOVERED.
 LX3509'
 LX3509'THE STATION IS OUT IN AN OPEN FIELD.  THE WHOLE NW PART OF
 LX3509'THE STATE IS CLEARLY VISIBLE FROM THE GROUND LEVEL.
 LX3509'
 LX3509'TO REACH FROM THE INTERSECTION OF RT 4 (GOSHEN RD) AND RT
 LX3509'72 (NORFOLK RD) IN WEST TORRINGTON, GO WESTERLY FOR 1.8 MILES
 LX3509'AND TAKE A LEFT ON WEED RD.  PROCEED SOUTHERLY ON WEED RD. FOR
 LX3509'1.2 MILES TO A POINT JUST PAST SNETCO POLE 3863.  TAKE A RIGHT
 LX3509'ON THE TORRINGTON FISH AND GAME CLUB ROAD AND PROCEED FOR 0.27
 LX3509'MILE TO A POINT OPPOSITE THE WOOD FRAME CLUBHOUSE.  GO
 LX3509'NORTHWESTERLY FOR 0.1 MILE ACROSS THE OPEN AREA TO A BARWAY AND
 LX3509'FOLLOW THE N-S FENCE LINE FOR ABOUT 0.1 MILE TO A CORNER.  THE
 LX3509'STATION IS 251 FT NORTHEAST OF THIS FENCE CORNER.
 LX3509
 LX3509                          STATION RECOVERY (1980)
 LX3509
 LX3509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3509'THE STATION SURFACE MARK WAS NOT RECOVERED, HOWEVER
 LX3509'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.
 LX3509'REFERENCE MARKS 1 AND 2 WERE RECOVERED LEANING, IN
 LX3509'VERY POOR CONDITION, AND WERE REMOVED BY REQUEST OF THE
 LX3509'PROPERTY OWNER.  ALSO, THE STATION SURFACE MARK WAS NOT
 LX3509'REPLACED, TO KEEP IT BELOW PLOW DEPTH.  GOLDS 2 AND
 LX3509'REFERENCE MARKS 4 AND 5 WERE ESTABLISHED AT THIS TIME.
 LX3509'A TRAVERSE CONNECTION WAS MADE TO GOLDS 2.  A COMPLETE
 LX3509'NEW DESCRIPTION FOLLOWS.
 LX3509'
 LX3509'THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTHWEST OF WINSTED,
 LX3509'5.5 KM (3-1/2 MI) WEST OF TORRINGTON, 3.5 KM (2-1/4 MI)
 LX3509'SOUTHEAST OF GOSHEN AND IN A OPEN HAY FIELD.
 LX3509'OWNERSHIP--MR MAXWELL
 LX3509'HURREY, 658 WEED ROAD, TORRINGTON, CT 06790,
 LX3509'PHONE NUMBER 203-489-5481.
 LX3509'
 LX3509'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 4 AND 272 IN
 LX3509'WEST TORRINGTON, GO WEST ON HIGHWAY 4 FOR 2.4 KM (1.5 MI)
 LX3509'TO A CROSSROAD
 LX3509'(KLUG HILL ROAD).  CONTINUE WEST FOR 0.7 KM (0.45 MI) TO A SIDE
 LX3509'ROAD LEFT.  TURN LEFT AND GO SOUTH ON WEED ROAD FOR 2.1 KM (1.3
 LX3509'MI) TO A PAVED ROAD RIGHT AT A SIGN, TORRINGTON FISH AND GAME
 LX3509'ASSOCIATION.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.15 MI) TO A FIELD
 LX3509'ROAD RIGHT BEFORE REACHING A GATE.  TURN RIGHT AND GO NORTH ALONG
 LX3509'THE TREE LINE TO A GATE IN THE WIRE FENCE LINE.  PASS THRU GATE,
 LX3509'TURN SHARP LEFT AND GO WEST ALONG THE FENCE LINE FOR 0.1 KM
 LX3509'(0.05 MI) TO THE STATION.
 LX3509'
 LX3509'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 LX3509'STAMPED---GOLDS U S---,
 LX3509'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM IN DIAMETER
 LX3509'RECESSED 61 CM BELOW THE GROUND.  IT IS LOCATED
 LX3509'85.0 METERS (279.0 FT) NORTHWEST FROM A METAL WITNESS POST,
 LX3509'51.2 METERS (168.0 FT) NORTH FROM A METAL WITNESS POST, AND
 LX3509'50.3 METERS (165.0 FT) NORTH FROM A FENCE LINE.
 LX3509'
 LX3509'GOLDS 2 IS A STANDARD TRIANGULATION STATION DISK
 LX3509'STAMPED---GOLDS 2 1980---,
 LX3509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3509'RECESSED 41 CM BELOW THE GROUND.  IT IS LOCATED
 LX3509'24.4 METERS (80.0 FT) NORTHWEST FROM A METAL WITNESS POST,
 LX3509'22.4 METERS (73.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST,
 LX3509'AND
 LX3509'4.8 METERS (15.7 FT) EAST-NORTHEAST FROM A FENCE LINE.
 LX3509'MARK IS 0.5 METER ABOVE STATION.
 LX3509'
 LX3509'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX3509'STAMPED---GOLDS 2 NO 4 1980---,
 LX3509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3509'FLUSH WITH GROUND.  IT IS LOCATED
 LX3509'4.3 METERS (14.1 FT) WEST FROM A METAL WITNESS POST, AND
 LX3509'0.67 METERS (2.2 FT) NORTH-NORTHEAST FROM A FENCE LINE.
 LX3509'MARK IS LEVEL WITH STATION.
 LX3509'
 LX3509'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 LX3509'STAMPED---GOLDS 2 NO 5 1980---,
 LX3509'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3509'FLUSH WITH GROUND.  IT IS LOCATED
 LX3509'3.1 METERS (10.1 FT) WEST FROM A METAL WITNESS POST, AND
 LX3509'0.18 METERS (0.5 FT) NORTHEAST FROM THE FENCE LINE.
 LX3509'MARK IS LEVEL WITH STATION.
 LX3509'
 LX3509'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCE
 LX3509'LINE, BRUSH, AND TREES ON LINE.
 LX3509'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3509'
 LX3509'DESCRIBED BY J.N. LEONHARDT.
 LX3509
 LX3509                          STATION RECOVERY (1984)
 LX3509
 LX3509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3509'THE STATION WAS RECOVERED AT THIS DATE.
 LX3509'NO ANGLES OR MEASUREMENT WERE MADE FROM THIS STATION AT THIS TIME.
 LX3509'
 LX3509'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3518 ***********************************************************************
 LX3518  DESIGNATION -  GOLDS 2
 LX3518  PID         -  LX3518
 LX3518  STATE/COUNTY-  CT/LITCHFIELD
 LX3518  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3518
 LX3518                         *CURRENT SURVEY CONTROL
 LX3518  ___________________________________________________________________
 LX3518* NAD 83(1996)-  41 48 43.04897(N)    073 11 19.34833(W)     ADJUSTED  
 LX3518* NAVD 88     -       416.0    (meters)    1365.     (feet)  VERTCON   
 LX3518  ___________________________________________________________________
 LX3518  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 LX3518  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX3518
 LX3518  HORZ ORDER  -  FIRST
 LX3518
 LX3518.The horizontal coordinates were established by classical geodetic methods
 LX3518.and adjusted by the National Geodetic Survey in August 1998..
 LX3518
 LX3518.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3518
 LX3518.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3518
 LX3518.The geoid height was determined by GEOID03.
 LX3518
 LX3518;                    North         East     Units Scale Factor Converg.
 LX3518;SPC CT       -   261,179.266   268,346.857   MT  0.99999491   -0 17 27.2
 LX3518;SPC CT       -   856,885.64    880,401.31   sFT  0.99999491   -0 17 27.2
 LX3518;UTM  18      - 4,630,484.215   650,450.563   MT  0.99987854   +1 12 28.1
 LX3518
 LX3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3518!SPC CT       -   0.99993934  x   0.99999491  =   0.99993425
 LX3518!UTM  18      -   0.99993934  x   0.99987854  =   0.99981789
 LX3518
 LX3518:                Primary Azimuth Mark                     Grid Az
 LX3518:SPC CT       -  RIGGS                                    007 14 00.1
 LX3518:UTM  18      -  RIGGS                                    005 44 04.8
 LX3518
 LX3518|---------------------------------------------------------------------|
 LX3518| PID    Reference Object                     Distance      Geod. Az  |
 LX3518|                                                           dddmmss.s |
 LX3518| LX3524 RIGGS                               APPROX.12.4 KM 0065632.9 |
 LX3518| CB3435 GOLDS 2 RM 4                         30.620 METERS 11156     |
 LX3518| LX3517 TORRINGTON WBD 386 018 MAST         APPROX. 1.7 KM 1332819.2 |
 LX3518| CB3436 GOLDS 2 RM 5                         25.420 METERS 27350     |
 LX3518| LX3509 GOLDS                                56.263 METERS 33710     |
 LX3518| LX7348 GOSHEN RADIO MAST                   APPROX. 7.7 KM 3455030.5 |
 LX3518|---------------------------------------------------------------------|
 LX3518
 LX3518                          SUPERSEDED SURVEY CONTROL
 LX3518
 LX3518  NAD 83(1996)-  41 48 43.04886(N)    073 11 19.34862(W) AD(       ) 1
 LX3518  NAD 83(1992)-  41 48 43.04941(N)    073 11 19.34907(W) AD(       ) 1
 LX3518  NAD 83(1992)-  41 48 43.05033(N)    073 11 19.34987(W) AD(       ) 1
 LX3518  NAD 83(1986)-  41 48 43.05028(N)    073 11 19.35022(W) AD(       ) 1
 LX3518  NAD 27      -  41 48 42.70134(N)    073 11 20.94190(W) AD(       ) 1
 LX3518  NGVD 29 (07/19/86)  416.2    (m)         1365.     (f) VERT ANG       
 LX3518
 LX3518.Superseded values are not recommended for survey control.
 LX3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3518.See file dsdata.txt to determine how the superseded data were derived.
 LX3518
 LX3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5045130484(NAD 83)
 LX3518_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX3518_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3518+STABILITY: SURFACE MOTION
 LX3518
 LX3518  HISTORY     - Date     Condition        Report By
 LX3518  HISTORY     - 1980     MONUMENTED       NGS
 LX3518  HISTORY     - 1981     GOOD             NGS
 LX3518  HISTORY     - 1984     GOOD             NGS
 LX3518
 LX3518                          STATION DESCRIPTION
 LX3518
 LX3518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3518'THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTHWEST OF WINSTEAD
 LX3518'5.5 KM (3-1/2 MI) WEST OF TORRINGTON, 3.5 KM (2-1/4 MI)
 LX3518'SOUTHEAST OF GOSHEN AND IN A OPEN HAY FIELD.
 LX3518'OWNERSHIP--MR MAXWELL
 LX3518'HURREY, 658 WEED ROAD, TORRINGTON, CT 06790,
 LX3518'PHONE NUMBER 203-489-5481.
 LX3518'
 LX3518'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 4 AND 272
 LX3518'IN WEST TORRINGTON, GO WEST ON HIGHWAY 4 FOR 2.4 KM (1.5 MI) TO A
 LX3518'CROSSROAD (KLUG HILL ROAD).  CONTINUE WEST FOR 0.7 KM (0.45 MI) TO
 LX3518'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON WEED ROAD FOR 2.1 KM
 LX3518'(1.3 MI) TO A PAVED ROAD RIGHT AT A SIGN, TORRINGTON FISH AND GAME
 LX3518'ASSOCIATION.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.15 MI) TO A
 LX3518'FIELD ROAD RIGHT BEFORE REACHING A GATE.  TURN RIGHT AND GO NORTH
 LX3518'ALONG THE TREE LINE TO A GATE IN THE WIRE FENCE.  PASS THRU
 LX3518'GATE AND TURN SHARP LEFT AND GO WEST ALONG THE FENCE LINE FOR 0.1 KM
 LX3518'(0.05 MI) TO THE STATION.
 LX3518'
 LX3518'THE STATION IS A STANDARD NGS DISK
 LX3518'STAMPED---GOLDS 2 1980---,
 LX3518'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3518'RECESSED 41 CM BELOW THE GROUND.  IT IS LOCATED
 LX3518'24.4 METERS (80.0 FT) NORTHWEST FROM A METAL WITNESS POST,
 LX3518'22.4 METERS (73.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST,
 LX3518'AND
 LX3518'4.8 METERS (15.7 FT) EAST-NORTHEAST FROM A FENCE LINE.
 LX3518'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3518'STAMPED---GOLDS 2 1980---,
 LX3518'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 LX3518'
 LX3518'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX3518'STAMPED---GOLDS 2 NO 4 1980---,
 LX3518'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3518'FLUSH WITH GROUND.  IT IS LOCATED
 LX3518'4.3 METERS (14.1 FT) WEST FROM A METAL WITNESS POST, AND
 LX3518'0.67 METERS (2.2 FT) NORTH-NORTHEAST FROM A FENCE LINE.
 LX3518'MARK IS LEVEL WITH STATION.
 LX3518'
 LX3518'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 LX3518'STAMPED---GOLDS 2 NO 5 1980---,
 LX3518'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3518'FLUSH WITH GROUND.  IT IS LOCATED
 LX3518'3.1 METERS (10.1 FT) WEST FROM A METAL WITNESS POST, AND
 LX3518'0.18 METERS (0.5 FT) NORTHEAST FROM THE FENCE LINE.
 LX3518'MARK IS LEVEL WITH STATION.
 LX3518'
 LX3518'GOLDS CTGS 1938 IS A STANDARD CGS REFERENCE MARK DISK
 LX3518'STAMPED---GOLDS U S---,
 LX3518'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 15 CM IN DIAMETER
 LX3518'RECESSED 61 CM BELOW THE GROUND.  IT IS LOCATED
 LX3518'85.0 METERS (279.0 FT) NORTHWEST FROM A METAL WITNESS POST,
 LX3518'51.2 METERS (168.0 FT) NORTH FROM A METAL WITNESS POST, AND
 LX3518'50.3 METERS (165.0 FT) NORTH FROM A FENCE LINE.
 LX3518'MARK IS BELOW STATION 0.5 METERS.
 LX3518'
 LX3518'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21.5 METERS.
 LX3518'
 LX3518'DESCRIBED BY J.N. LEONHARDT.
 LX3518
 LX3518                          STATION RECOVERY (1981)
 LX3518
 LX3518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3518'THE STATION MARK, REFERENCE MARKS 4 AND 5, WERE
 LX3518'RECOVERED IN G00D CONDITION.  NO ANGLE OR MEASUREMENT
 LX3518'OBSERVATIONS TO THE REFERENCE MARKS WERE MADE AT THIS TIME.
 LX3518'
 LX3518'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.7 METERS.
 LX3518
 LX3518                          STATION RECOVERY (1984)
 LX3518
 LX3518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3518'THE STATION WAS RECOVERED AT THIS DATE.
 LX3518'AS DESCRIBED IN 1980, EXCEPT THE LOCAL MEASUREMENT, NORTHWEST FROM
 LX3518'THE WITNESS POST IS 35.4 METERS (116.0 FT).
 LX3518'
 LX3518'HEIGHT OF LIGHT SHOWN WAS 22.6 METERS ABOVE THE MARK.
 LX3518'
 LX3518'NO SUITABLE LOCATION FOR AN AZIMUTH MARK AND THE PROPERTY OWNER
 LX3518'WILL NOT ALLOW A LONG REFERENCE MARK SET IN HIS HAY FIELD.
 LX3518'
 LX3518'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3552 ***********************************************************************
 LX3552  DESIGNATION -  GOLF
 LX3552  PID         -  LX3552
 LX3552  STATE/COUNTY-  CT/NEW HAVEN
 LX3552  USGS QUAD   -  WATERBURY (1984)
 LX3552
 LX3552                         *CURRENT SURVEY CONTROL
 LX3552  ___________________________________________________________________
 LX3552* NAD 83(1996)-  41 31 16.41996(N)    073 00 52.25474(W)     ADJUSTED  
 LX3552* NAVD 88     -       243.3    (meters)     798.     (feet)  VERTCON   
 LX3552  ___________________________________________________________________
 LX3552  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 LX3552  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX3552
 LX3552  HORZ ORDER  -  FIRST
 LX3552
 LX3552.The horizontal coordinates were established by classical geodetic methods
 LX3552.and adjusted by the National Geodetic Survey in August 1998..
 LX3552
 LX3552.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3552
 LX3552.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3552
 LX3552.The geoid height was determined by GEOID03.
 LX3552
 LX3552;                    North         East     Units Scale Factor Converg.
 LX3552;SPC CT       -   228,830.458   282,722.223   MT  0.99998316   -0 10 31.4
 LX3552;SPC CT       -   750,754.59    927,564.49   sFT  0.99998316   -0 10 31.4
 LX3552;UTM  18      - 4,598,524.102   665,664.017   MT  0.99993775   +1 18 59.3
 LX3552
 LX3552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3552!SPC CT       -   0.99996641  x   0.99998316  =   0.99994958
 LX3552!UTM  18      -   0.99996641  x   0.99993775  =   0.99990417
 LX3552
 LX3552:                Primary Azimuth Mark                     Grid Az
 LX3552:SPC CT       -  WATERBURY BYAM RD STANDPIPE              054 35 28.5
 LX3552:UTM  18      -  WATERBURY BYAM RD STANDPIPE              053 05 57.8
 LX3552
 LX3552|---------------------------------------------------------------------|
 LX3552| PID    Reference Object                     Distance      Geod. Az  |
 LX3552|                                                           dddmmss.s |
 LX3552| LX7197 WATERBURY BYAM RD STANDPIPE         APPROX. 5.4 KM 0542457.1 |
 LX3552| LX7203 WATERBURY VIVIAN DR TANK            APPROX. 3.2 KM 0601009.9 |
 LX3552| LX7201 WATERBURY AUSTIN DR TANK            APPROX. 3.4 KM 0661600.1 |
 LX3552| CB3444 GOLF RM 2                            31.711 METERS 09952     |
 LX3552| LX3635 ANDREWS RESET                       APPROX. 7.6 KM 2365819.6 |
 LX3552| LX3558 NAUGATUCK IND PARK TANK             APPROX. 2.4 KM 2461120.6 |
 LX3552| LX3560 WATERBURY MURRY PARK TANK           APPROX. 4.1 KM 2773146.9 |
 LX3552| LX3567 WATERTOWN SE MUN STANDPIPE          APPROX. 8.6 KM 3084804.6 |
 LX3552| LX3563 WATERBURY CLOUGH ST TANK            APPROX. 7.6 KM 3093338.6 |
 LX3552| LX3546 WATERBURY RR STA CLOCKTOWER         APPROX. 4.6 KM 3241421.4 |
 LX3552| LX3553 GOLF RM 3                           196.693 METERS 33803     |
 LX3552| CB3443 GOLF RM 1                            25.750 METERS 35553     |
 LX3552| LX3554 WATERBURY LONG HILL MUN TANK        APPROX. 5.5 KM 3582042.9 |
 LX3552|---------------------------------------------------------------------|
 LX3552
 LX3552                          SUPERSEDED SURVEY CONTROL
 LX3552
 LX3552  NAD 83(1992)-  41 31 16.41940(N)    073 00 52.25504(W) AD(       ) 1
 LX3552  NAD 83(1986)-  41 31 16.42148(N)    073 00 52.25717(W) AD(       ) 1
 LX3552  NAD 27      -  41 31 16.07375(N)    073 00 53.87526(W) AD(       ) 1
 LX3552  NGVD 29 (07/19/86)  243.6    (m)          799.     (f) VERT ANG       
 LX3552
 LX3552.Superseded values are not recommended for survey control.
 LX3552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3552.See file dsdata.txt to determine how the superseded data were derived.
 LX3552
 LX3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6566498524(NAD 83)
 LX3552_MARKER: DS = TRIANGULATION STATION DISK
 LX3552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3552
 LX3552  HISTORY     - Date     Condition        Report By
 LX3552  HISTORY     - 1981     MONUMENTED       NGS
 LX3552
 LX3552                          STATION DESCRIPTION
 LX3552
 LX3552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3552'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) WEST-NORTHWEST OF
 LX3552'CHESHIRE, 4.8 KM (3 MI) NORTHEAST OF NAUGATUCK, 4.8 KM (3 MI)
 LX3552'SOUTHEAST OF DOWNTOWN WATERBURY, 2.4 KM (1.5 MI) EAST
 LX3552'OF STATE HIGHWAY 8 AND AT THE SOUTHWEST CORNER OF THE EAST
 LX3552'MOUNTAIN GOLF COURSE.
 LX3552'OWNERSHIP--CITY OF WATERBURY, MR JOSEPH FENNELL DIRECTOR OF
 LX3552'PARKS AND RECREATION, CHASE MUNICIPAL BUILDING, 235
 LX3552'GRAND STREET, WATERBURY CT, PHONE 203-574-6793.
 LX3552'
 LX3552'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 84 OVERPASS
 LX3552'AT THE SOUTH SIDE AND STATE HIGHWAY 69, ABOUT 1.6 KM
 LX3552'(1 MI) SOUTHEAST OF DOWNTOWN WATERBURY.  GO SOUTHEAST ON
 LX3552'STATE HIGHWAY 69 FOR 0.6 KM (0.4 MI) TO A FIVE-WAY-FORK.
 LX3552'CONTINUE ON STATE HIGHWAY 69 (MIDDLE ROAD) FOR 1.4 KM (0.9 MI)
 LX3552'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON EAST
 LX3552'MOUNTAIN ROAD FOR 0.6 KM (0.35 MI) TO THE GOLF CLUBHOUSE ON
 LX3552'LEFT.  CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A T-ROAD.
 LX3552'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) TO A FORK.
 LX3552'KEEP LEFT ON PEACH ORCHARD ROAD FOR 0.5 KM (0.3 MI) TO
 LX3552'REFERENCE MARK 3 ON LEFT AND A SIDE ROAD RIGHT.  CONTINUE
 LX3552'AHEAD FOR 0.2 KM (0.15 MI) TO A LOCKED GATE ON LEFT.  PASS
 LX3552'THROUGH AND GO EAST FOR 0.1 KM (0.05 MI) TO THE
 LX3552'STATION IN A GROUP OF TREES BY THE GOLF COURSE.
 LX3552'
 LX3552'THE STATION IS A STANDARD NGS DISK
 LX3552'STAMPED---GOLF 1981---,
 LX3552'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3552'FLUSH WITH GROUND.  IT IS LOCATED
 LX3552'21.3 METERS (69.9 FT) SOUTH FROM A MULTIPLE TRUNK MAPLE TREE,
 LX3552'17.6 METERS (57.8 FT) EAST-NORTHEAST FROM A TRIPLE TRUNK MAPLE
 LX3552'TREE AND
 LX3552'1.2 METERS (3.9 FT) NORTH FROM A WITNESS POST.
 LX3552'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3552'STAMPED---GOLF 1981---,
 LX3552'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3552'
 LX3552'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3552'STAMPED---GOLF NO 1 1981---,
 LX3552'SET INTO THE TOP OF A BOULDER OF 1 METER
 LX3552'LARGEST DIMENSION.  IT IS LOCATED
 LX3552'26.8 METERS (87.9 FT) NORTH FROM A WITNESS POST,
 LX3552'25.6 METERS (84 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LX3552'A SMALL CINDER BLOCK BUILDING,
 LX3552'20.1 METERS (65.9 FT) SOUTH FROM A TWIN TRUNK MAPLE TREE AND
 LX3552'5.3 METERS (17.4 FT) NORTHEAST FROM A MULTIPLE TRUNK MAPLE TREE
 LX3552'AND
 LX3552'MARK IS LEVEL WITH STATION.
 LX3552'
 LX3552'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3552'STAMPED---GOLF NO 2 1981---,
 LX3552'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.3  METERS
 LX3552'LARGEST DIMENSION.  IT IS LOCATED
 LX3552'18.3 METERS (60.05 FT) EAST-NORTHEAST FROM A TWIN TRUNK MAPLE
 LX3552'TREE,
 LX3552'13.7 METERS (44.95 FT) WEST FROM A TWIN TRUNK OAK TREE AND
 LX3552'11.9 METERS (39.05 FT) SOUTH FROM THE SOUTHWEST CORNER OF A STONE
 LX3552'BBQ FIRE PLACE.
 LX3552'MARK IS LEVEL WITH STATION.
 LX3552'
 LX3552'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3552'STAMPED---GOLF NO 3 1981---,
 LX3552'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3552'FLUSH WITH GROUND.  IT IS LOCATED
 LX3552'21.3 METERS (69.9 FT) SOUTH FROM A UTILITY POLE WITH BRACKENRIDGE
 LX3552'RD SIGN ON IT,
 LX3552'6.8 METERS (22.3 FT) EAST FROM THE CENTER OF THE INTERSECTION OF
 LX3552'PEACH ORCHARD ROAD AND BRACKENRIDGE RD.
 LX3552'0.58 METER (1.9 FT) WEST FROM A CYCLONE FENCE SURRONDING THE GOLF
 LX3552'COURSE AND
 LX3552'0.4 METER (1.3 FT) WEST FROM A METAL WITNESS POST.
 LX3552'MARK IS LEVEL WITH STATION.
 LX3552'
 LX3552'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3553 ***********************************************************************
 LX3553  DESIGNATION -  GOLF RM 3
 LX3553  PID         -  LX3553
 LX3553  STATE/COUNTY-  CT/NEW HAVEN
 LX3553  USGS QUAD   -  WATERBURY (1984)
 LX3553
 LX3553                         *CURRENT SURVEY CONTROL
 LX3553  ___________________________________________________________________
 LX3553* NAD 83(1996)-  41 31 22.33323(N)    073 00 55.42621(W)     ADJUSTED  
 LX3553* NAVD 88     -       241.8    (meters)     793.     (feet)  VERTCON   
 LX3553  ___________________________________________________________________
 LX3553  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LX3553  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX3553
 LX3553  HORZ ORDER  -  SECOND
 LX3553
 LX3553.The horizontal coordinates were established by classical geodetic methods
 LX3553.and adjusted by the National Geodetic Survey in August 1998..
 LX3553.No horizontal observational check was made to the station.
 LX3553
 LX3553.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3553
 LX3553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3553
 LX3553.The geoid height was determined by GEOID03.
 LX3553
 LX3553;                    North         East     Units Scale Factor Converg.
 LX3553;SPC CT       -   229,013.110   282,649.252   MT  0.99998316   -0 10 33.5
 LX3553;SPC CT       -   751,353.85    927,325.09   sFT  0.99998316   -0 10 33.5
 LX3553;UTM  18      - 4,598,704.784   665,586.318   MT  0.99993743   +1 18 57.3
 LX3553
 LX3553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3553!SPC CT       -   0.99996665  x   0.99998316  =   0.99994981
 LX3553!UTM  18      -   0.99996665  x   0.99993743  =   0.99990408
 LX3553
 LX3553                          SUPERSEDED SURVEY CONTROL
 LX3553
 LX3553  NAD 83(1992)-  41 31 22.33267(N)    073 00 55.42651(W) AD(       ) 2
 LX3553  NAD 83(1986)-  41 31 22.33475(N)    073 00 55.42863(W) AD(       ) 2
 LX3553  NAD 27      -  41 31 21.98711(N)    073 00 57.04651(W) AD(       ) 2
 LX3553  NGVD 29 (07/19/86)  242.1    (m)          794.     (f) VERT ANG       
 LX3553
 LX3553.Superseded values are not recommended for survey control.
 LX3553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3553.See file dsdata.txt to determine how the superseded data were derived.
 LX3553
 LX3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6558698705(NAD 83)
 LX3553_MARKER: DR = REFERENCE MARK DISK
 LX3553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3553_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3553
 LX3553  HISTORY     - Date     Condition        Report By
 LX3553  HISTORY     - 1981     MONUMENTED       NGS
 LX3553
 LX3553                          STATION DESCRIPTION
 LX3553
 LX3553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3553'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) WEST-NORTHWEST OF
 LX3553'CHESHIRE, 4.8 KM (3 MI) NORTHEAST OF NAUGATUCK, 4.8 KM
 LX3553'(3 MI) SOUTHEAST OF DOWNTOWN WATERBURY, 2.4 KM (1.5 MI) EAST
 LX3553'OF STATE HIGHWAY 8 AND ON ROAD RIGHT-OF-WAY.
 LX3553'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX3553'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND
 LX3553'GEODETIC SURVEY, WOLCOTT HILL ROAD, WETHERSFIELD CT
 LX3553'06109, PHONE 203-566-4638.
 LX3553'
 LX3553'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 84 OVERPASS
 LX3553'AT THE SOUTH SIDE AND STATE HIGHWAY 69, ABOUT 1.6 KM (1 MI)
 LX3553'SOUTHEAST OF DOWNTOWN WATERBURY.  GO SOUTHEAST ON STATE
 LX3553'HIGHWAY 69 FOR 0.6 KM (0.4 MI) TO A FIVE-WAY-FORK.  CONTINUE
 LX3553'ON STATE HIGHWAY 69 (MIDDLE ROAD) FOR 1.4 KM (0.9 MI)
 LX3553'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON EAST
 LX3553'MOUNTAIN ROAD FOR 0.6 KM (0.35 MI) TO THE GOLF CLUBHOUSE ON
 LX3553'THE LEFT.  CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A T-ROAD.
 LX3553'TURN LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) TO A FORK.
 LX3553'KEEP LEFT ON PEACH ORCHARD ROAD FOR 0.5 KM (0.3 MI) TO THE MARK
 LX3553'ON LEFT AND A SIDE ROAD RIGHT.
 LX3553'
 LX3553'THE STATION IS A STANDARD NGS DISK
 LX3553'STAMPED---GOLF NO 3 1981---,
 LX3553'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3553'FLUSH WITH GROUND.  IT IS LOCATED
 LX3553'21.3 METERS (69.9 FT) SOUTH FROM A UTILITY POLE WITH A SIGN
 LX3553'BRACKENRIDGE RD ON IT,
 LX3553'6.8 METERS (22.3 FT) EAST FROM THE APPROXIMATE CENTER OF THE
 LX3553'INTERSECTION OF THE TWO ROADS,
 LX3553'0.58 METER (1.9 FT) WEST FROM A CYCLONE FENCE SURROUNDING THE
 LX3553'GOLF COURSE AND
 LX3553'0.4 METER (1.3 FT) WEST FROM A METAL WITNESS POST.
 LX3553'
 LX3553'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE
 LX3553'NONE.
 LX3553'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5578 ***********************************************************************
 AI5578  PACS        -  This is a Primary Airport Control Station.
 AI5578  DESIGNATION -  GON A
 AI5578  PID         -  AI5578
 AI5578  STATE/COUNTY-  CT/NEW LONDON
 AI5578  USGS QUAD   -  NEW LONDON (1984)
 AI5578
 AI5578                         *CURRENT SURVEY CONTROL
 AI5578  ___________________________________________________________________
 AI5578* NAD 83(1996)-  41 19 56.15055(N)    072 03 11.78458(W)     ADJUSTED  
 AI5578* NAVD 88     -         2.41   (meters)       7.9    (feet)  GPS OBS   
 AI5578  ___________________________________________________________________
 AI5578  X           -   1,477,890.227 (meters)                     COMP
 AI5578  Y           -  -4,562,909.896 (meters)                     COMP
 AI5578  Z           -   4,190,183.226 (meters)                     COMP
 AI5578  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AI5578  ELLIP HEIGHT-         -28.20  (meters)          (06/04/02) GPS OBS
 AI5578  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 AI5578
 AI5578  HORZ ORDER  -  B
 AI5578  ELLP ORDER  -  FOURTH    CLASS I
 AI5578
 AI5578.This mark is at Groton-New London Airport (GON)
 AI5578
 AI5578.The horizontal coordinates were established by GPS observations
 AI5578.and adjusted by the National Geodetic Survey in May 2000..
 AI5578
 AI5578.The orthometric height was determined by GPS observations and a
 AI5578.high-resolution geoid model.
 AI5578
 AI5578.GPS derived orthometric heights for airport stations designated as
 AI5578.PACS or SACS are published to 2 decimal places.  This maintains
 AI5578.centimeter relative accuracy between the PACS and SACS.  It does
 AI5578.not indicate centimeter accuracy relative to other marks which are
 AI5578.part of the NAVD 88 network.
 AI5578
 AI5578.Photographs are available for this station.
 AI5578
 AI5578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5578
 AI5578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5578
 AI5578.The ellipsoidal height was determined by GPS observations
 AI5578.and is referenced to NAD 83.
 AI5578
 AI5578.The geoid height was determined by GEOID03.
 AI5578
 AI5578;                    North         East     Units Scale Factor Converg.
 AI5578;SPC CT       -   208,045.379   363,123.203   MT  0.99998929   +0 27 43.1
 AI5578;SPC CT       -   682,562.21  1,191,346.71   sFT  0.99998929   +0 27 43.1
 AI5578;UTM  18      - 4,579,832.361   746,589.579   MT  1.00034840   +1 56 49.5
 AI5578;UTM  19      - 4,580,140.999   244,493.228   MT  1.00040351   -2 01 03.2
 AI5578
 AI5578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5578!SPC CT       -   1.00000442  x   0.99998929  =   0.99999371
 AI5578!UTM  18      -   1.00000442  x   1.00034840  =   1.00035282
 AI5578!UTM  19      -   1.00000442  x   1.00040351  =   1.00040794
 AI5578
 AI5578                          SUPERSEDED SURVEY CONTROL
 AI5578
 AI5578.No superseded survey control is available for this station.
 AI5578
 AI5578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4659079832(NAD 83)
 AI5578_MARKER: I = METAL ROD
 AI5578_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5578_STAMPING: GON A 1999
 AI5578_MARK LOGO: NGS   
 AI5578_PROJECTION: FLUSH
 AI5578_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5578+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 AI5578_ROD/PIPE-DEPTH: 23.6 meters
 AI5578_SLEEVE-DEPTH  : 1.00 meters
 AI5578
 AI5578  HISTORY     - Date     Condition        Report By
 AI5578  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5578  HISTORY     - 20040728 GOOD             NGS
 AI5578
 AI5578                          STATION DESCRIPTION
 AI5578
 AI5578'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5578'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF GROTON, ON THE
 AI5578'TRUMBULL AIRPORT, IN THE GRASSY CORNER FORMED BY RWY 15-33 AND TWY
 AI5578'VICTOR AND ON PROPERTY OWNED BY THE STATE.  CONTACT THE AIRPORT
 AI5578'MANAGERS OFFICE IN THE MAIN TERMINAL BUILDING BEFORE GOING TO THE
 AI5578'STATION.  MANAGER CATHERINE YOUNG (860) 445-8549.
 AI5578'TO REACH FROM THE INTERSECTION OF STATE ROUTE 117 AND STATE ROUTE 1,
 AI5578'GO WEST ON ROUTE 1 FOR 0.35 MI (0.56 KM) TO SOUTH ROAD ON THE LEFT,
 AI5578'TURN LEFT AND GO SOUTH ON SOUTH ROAD FOR 1.3 MI (2.1 KM) TO THE
 AI5578'AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND PROCEED 0.05 MI
 AI5578'(0.08 KM) ALONG THE ENTRANCE ROAD TO THE TERMINAL STRAIGHT AHEAD AND A
 AI5578'GATE TO THE RIGHT.  TURN RIGHT AND PROCEED ACROSS THE TARMAC AND
 AI5578'TAXIWAY TO RUNWAY 15-33, THEN GO NORTHWESTERLY ALONG RUNWAY 15-33 TO
 AI5578'APPROACH END OF RUNWAY 15 AND STATION ON THE LEFT.
 AI5578'THE STATION IS A STAINLESS STEEL ROD WITH A PUNCHMARK DRIVEN TO A SLOW
 AI5578'DRIVING RATE AT A DEPTH OF 23.6 M, (77.4 FT) ENCASED IN A 1 M (3.3 FT)
 AI5578'FINNED SLEEVE FILLED WITH NON-TOXIC GREASE AND RECESSED 8 CM BENEATH A
 AI5578'STANDARD NGS LOGO CAP STAMPED-- GON A 1999--.  THE STATION IS 74.28 M
 AI5578'(243.70 FT) FROM THE CENTER OF A PAINTED COMPASS ROSE ON THE TAXIWAY
 AI5578'AT A MAGNETIC COMPASS BEARING OF NORTH 60 EAST, 63.30 M (207.68 FT)
 AI5578'FROM THE THRESHOLD LINE AT A MAGNETIC COMPASS BEARING OF SOUTH 80
 AI5578'WEST, 59.40 M (194.88 FT) FROM THE EDGE OF PAVEMENT OF RUNWAY 15 ON A
 AI5578'MAGNETIC COMPASS BEARING OF SOUTH 60 DEGREES WEST, AND 21.70 M (71.19
 AI5578'FT) DUE SOUTH FROM THE EDGE OF PAVEMENT AT THE HOLD LINE ON TAXIWAY V.
 AI5578'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AI5578
 AI5578                          STATION RECOVERY (2004)
 AI5578
 AI5578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRM)
 AI5578'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF GROTON, ON THE
 AI5578'GROTON-NEW  LONDON AIRPORT, IN THE GRASSY CORNER FORMED BY RWY 15-33
 AI5578'AND TWY VICTOR AND ON  PROPERTY OWNED BY THE STATE.  CONTACT THE
 AI5578'AIRPORT MANAGERS OFFICE IN THE MAIN  TERMINAL BUILDING BEFORE GOING TO
 AI5578'THE STATION.  MANAGER CATHERINE YOUNG (860) 445-8549.
 AI5578' 
 AI5578'TO REACH FROM THE INTERSECTION OF STATE ROUTE 117 AND STATE ROUTE 1,GO
 AI5578'WEST ON ROUTE  1 FOR 0.35 MI (0.56 KM) TO SOUTH ROAD ON THE LEFT,TURN
 AI5578'LEFT AND GO SOUTH ON SOUTH ROAD  FOR 1.3 MI (2.1 KM) TO THE AIRPORT
 AI5578'ENTRANCE ROAD ON THE LEFT.  TURN LEFT AND PROCEED 0.05  MI (0.08 KM)
 AI5578'ALONG THE ENTRANCE ROAD TO THE TERMINAL STRAIGHT AHEAD AND AGATE TO
 AI5578'THE  RIGHT.  TURN RIGHT AND PROCEED ACROSS THE TARMAC ANDTAXIWAY TO
 AI5578'RUNWAY 15-33, THEN GO  NORTHWESTERLY ALONG RUNWAY 15-33 TO APPROACH
 AI5578'END OF RUNWAY 15 AND STATION ON THE  LEFT.THE STATION IS A STAINLESS
 AI5578'STEEL ROD WITH A PUNCH MARK DRIVEN TO A SLOW DRIVING  RATE AT A DEPTH
 AI5578'OF 23.6 M, (77.4 FT)  ENCASED IN A 1 M (3.3 FT)  FINNED SLEEVE FILLED
 AI5578'WITH  NON-TOXIC GREASE AND RECESSED 8 CM BENEATH A STANDARD NGS LOGO
 AI5578'CAP STAMPED-- GON A  1999--.
 AI5578' 
 AI5578'THE STATION IS 220.0 FT. SW OF THE RUNWAY EDGE, 184 .0FT. SW OF THE 0
 AI5578'DISTANCE MARKER SIGN,  108.4 FT SOUTH OF A STOP SIGN ADJACENT TO THE
 AI5578'ABANDONED TAXIWAY,  AND 47.0 FT SE OF THE SE  EDGE OF THE ABANDONED
 AI5578'TAXIWAY.
 AI5578' 
 AI5578'THIS STATION IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AI5578' 
 AI5578'DESCRIBED BY NATIONAL  GEODETIC  SURVEY (DRM)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3601 ***********************************************************************
 LX3601  DESIGNATION -  GOOD
 LX3601  PID         -  LX3601
 LX3601  STATE/COUNTY-  CT/LITCHFIELD
 LX3601  USGS QUAD   -  ROXBURY (1984)
 LX3601
 LX3601                         *CURRENT SURVEY CONTROL
 LX3601  ___________________________________________________________________
 LX3601* NAD 83(1996)-  41 32 55.42346(N)    073 15 35.25686(W)     ADJUSTED  
 LX3601* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 LX3601  ___________________________________________________________________
 LX3601  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 LX3601  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX3601
 LX3601  HORZ ORDER  -  SECOND
 LX3601
 LX3601.The horizontal coordinates were established by classical geodetic methods
 LX3601.and adjusted by the National Geodetic Survey in August 1998..
 LX3601
 LX3601.The orthometric height was scaled from a topographic map.
 LX3601
 LX3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3601
 LX3601.The geoid height was determined by GEOID03.
 LX3601
 LX3601;                    North         East     Units Scale Factor Converg.
 LX3601;SPC CT       -   231,976.453   262,267.685   MT  0.99998318   -0 20 16.9
 LX3601;SPC CT       -   761,076.08    860,456.56   sFT  0.99998318   -0 20 16.9
 LX3601;SPC NY L     -   153,743.479   361,761.590   MT  1.00006923   +0 29 03.0
 LX3601;SPC NY L     -   504,406.73  1,186,879.48   sFT  1.00006923   +0 29 03.0
 LX3601;UTM  18      - 4,601,136.169   645,136.248   MT  0.99985923   +1 09 15.9
 LX3601
 LX3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3601!SPC CT       -   0.99995855  x   0.99998318  =   0.99994173
 LX3601!SPC NY L     -   0.99995855  x   1.00006923  =   1.00002778
 LX3601!UTM  18      -   0.99995855  x   0.99985923  =   0.99981779
 LX3601
 LX3601:                Primary Azimuth Mark                     Grid Az
 LX3601:SPC CT       -  TASHUA RESET                             178 51 45.8
 LX3601:SPC NY L     -  TASHUA RESET                             178 02 25.9
 LX3601:UTM  18      -  TASHUA RESET                             177 22 13.0
 LX3601
 LX3601|---------------------------------------------------------------------|
 LX3601| PID    Reference Object                     Distance      Geod. Az  |
 LX3601|                                                           dddmmss.s |
 LX3601| LX3816 TASHUA RESET                        APPROX.32.0 KM 1783128.9 |
 LX3601|---------------------------------------------------------------------|
 LX3601
 LX3601                          SUPERSEDED SURVEY CONTROL
 LX3601
 LX3601  NAD 83(1992)-  41 32 55.42316(N)    073 15 35.25710(W) AD(       ) 2
 LX3601  NAD 83(1986)-  41 32 55.42532(N)    073 15 35.25805(W) AD(       ) 2
 LX3601  NAD 27      -  41 32 55.07659(N)    073 15 36.83939(W) AD(       ) 2
 LX3601
 LX3601.Superseded values are not recommended for survey control.
 LX3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3601.See file dsdata.txt to determine how the superseded data were derived.
 LX3601
 LX3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4513601136(NAD 83)
 LX3601
 LX3601  HISTORY     - Date     Condition        Report By
 LX3601  HISTORY     - 1862     MONUMENTED       CGS
 LX3601  HISTORY     - 1865     SEE DESCRIPTION  CGS
 LX3601  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX3601
 LX3601                          STATION DESCRIPTION
 LX3601
 LX3601'DESCRIBED BY COAST AND GEODETIC SURVEY 1865
 LX3601'ON THE HIGHEST PART OF GOOD HILL, IN THE TOWN OF WOODBURY, ON
 LX3601'LAND BELONGING TO N. B. SMITH.  SETH HOLLISTER OWNS THE
 LX3601'ADJOINING LAND, AND LIVES NEARBY.  HIS HOME IS ABOUT 3 MILES
 LX3601'FROM TOWN, AT FOUR CORNERS.  THE STATION IS ABOUT 1/4 MILE FROM
 LX3601'FOUR CORNERS, IN AN OLD ORCHARD, NOW A PASTURE.  TO APPROACH GOOD
 LX3601'HILL FROM WOODBURY TAKE DIRECT ROAD TO ROXBURY.  STATION MARKED
 LX3601'BY A FLAT GLASS BOTTLE SUNK 3 FEET IN THE GROUND, BOTTOM UP.
 LX3601'OVER IT WERE TWO LAYERS OF INCH BOARD ON WHICH RESTS A LARGE
 LX3601'STUB.  STUB REACHES TO SURFACE.  IN CENTER OF STUB WAS A COMMON
 LX3601'NAIL.  STATION LISTED AS GOOD IN CONNECTICUT PUBLICATION, BUT
 LX3601'DESCRIBED AS GOOD HILL IN FILES.
 LX3601
 LX3601                          STATION RECOVERY (1938)
 LX3601
 LX3601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CJT)
 LX3601'A SEARCH WAS MADE FOR THE STATION WITHOUT SUCCESS.  A NEW STATION
 LX3601'GOOD 2 WAS ESTABLISHED.  THE COORDINATES OF THIS STATION
 LX3601'WERE COMPUTED AND THE DISTANCE TO GOOD WAS COMPUTED.  A HOLE FIVE
 LX3601'FEET DEEP AND TWO FEET IN DIAMETER WAS DUG, BUT NO BOTTLE WAS
 LX3601'FOUND.  BUT THE ROTTED BOARD AND ROTTED STUB WERE FOUND WHICH
 LX3601'INDICATES THAT IT WAS THE LOCATION OF GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3602 ***********************************************************************
 LX3602  DESIGNATION -  GOOD 2
 LX3602  PID         -  LX3602
 LX3602  STATE/COUNTY-  CT/LITCHFIELD
 LX3602  USGS QUAD   -  ROXBURY (1984)
 LX3602
 LX3602                         *CURRENT SURVEY CONTROL
 LX3602  ___________________________________________________________________
 LX3602* NAD 83(1996)-  41 32 55.41153(N)    073 15 35.14363(W)     ADJUSTED  
 LX3602* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 LX3602  ___________________________________________________________________
 LX3602  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 LX3602  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX3602
 LX3602  HORZ ORDER  -  FIRST
 LX3602
 LX3602.The horizontal coordinates were established by classical geodetic methods
 LX3602.and adjusted by the National Geodetic Survey in August 1998..
 LX3602
 LX3602.The orthometric height was scaled from a topographic map.
 LX3602
 LX3602.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3602
 LX3602.The geoid height was determined by GEOID03.
 LX3602
 LX3602;                    North         East     Units Scale Factor Converg.
 LX3602;SPC CT       -   231,976.070   262,270.307   MT  0.99998318   -0 20 16.8
 LX3602;SPC CT       -   761,074.82    860,465.17   sFT  0.99998318   -0 20 16.8
 LX3602;UTM  18      - 4,601,135.854   645,138.879   MT  0.99985924   +1 09 15.9
 LX3602
 LX3602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3602!SPC CT       -   0.99995855  x   0.99998318  =   0.99994173
 LX3602!UTM  18      -   0.99995855  x   0.99985924  =   0.99981780
 LX3602
 LX3602|---------------------------------------------------------------------|
 LX3602| PID    Reference Object                     Distance      Geod. Az  |
 LX3602|                                                           dddmmss.s |
 LX3602| CB3445 GOOD 2 RM 1                         101.328 METERS 00322     |
 LX3602| CB3446 GOOD 2 RM 2                          20.214 METERS 14019     |
 LX3602| LX4429 OSBORNE RESET                       APPROX.23.9 KM 2803732.7 |
 LX3602| CB3447 GOOD 2 RM 3                         APPROX. 0.9 KM 2875608.9 |
 LX3602|---------------------------------------------------------------------|
 LX3602
 LX3602                          SUPERSEDED SURVEY CONTROL
 LX3602
 LX3602  NAD 83(1992)-  41 32 55.41124(N)    073 15 35.14386(W) AD(       ) 1
 LX3602  NAD 83(1986)-  41 32 55.41342(N)    073 15 35.14503(W) AD(       ) 1
 LX3602  NAD 27      -  41 32 55.06915(N)    073 15 36.73011(W) AD(       ) 1
 LX3602
 LX3602.Superseded values are not recommended for survey control.
 LX3602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3602.See file dsdata.txt to determine how the superseded data were derived.
 LX3602
 LX3602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4513901136(NAD 83)
 LX3602_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3602
 LX3602  HISTORY     - Date     Condition        Report By
 LX3602  HISTORY     - 1938     MONUMENTED       CGS
 LX3602
 LX3602                          STATION DESCRIPTION
 LX3602
 LX3602'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (CJT)
 LX3602'ON THE HIGHEST PART OF GOOD HILL IN THE TOWN OF WOODBURY, ON
 LX3602'LAND BELONGING TO MR. WELLS OF SOUTHBURY, CONN..  MR. GRUPE OF
 LX3602'NEW CANAAN, CONN..  AND MR. PENNINGTON OF NEW CANAAN, CONN.  SETH
 LX3602'HOLLISTER OWNS THE ADJOINING LAND AND LIVES NEARBY.  HIS HOME IS
 LX3602'ABOUT 3 MILES FROM TOWN, AT 4 CORNERS.  THE STATION IS ABOUT 1/4
 LX3602'MILE FROM 4 CORNERS, IN AN OLD ORCHARD, NOW A PASTURE, ON THE
 LX3602'HIGHEST PART OF THE HILL, 38 PACES EAST (AT RIGHT ANGLES TO) A
 LX3602'THREE STRAND WIRE FENCE RUNNING NORTH-SOUTH NEAR THE TOP OF
 LX3602'THE HILL, 128 PACES SOUTH OF A THREE-BARRED GATE IN A WIRE
 LX3602'FENCE RUNNING EAST-WEST AT THE NORTH END OF THE FIELD AND 8
 LX3602'PACES WEST OF A 3-1/2 FT. DIAMETER, 3 INCH HIGH BOULDER SPLIT
 LX3602'IN THREE SECTIONS WITH GRASS GROWING IN THE INTERSECTIONS.
 LX3602'STATION IS STAMPED GOOD 2-1938.
 LX3602'
 LX3602'TO APPROACH GOOD HILL FROM WOODBURY, TAKE DIRECT ROAD TO
 LX3602'ROXBURY.  TO REACH FROM THE JUNCTIONS OF STATE HIGHWAYS 109
 LX3602'AND 61, GO RIGHT (SOUTH ON STATE HIGHWAY 61 FOR 7.1 MILES, THENCE
 LX3602'TURN RIGHT ONTO U.S. HIGHWAYS 6 AND 202 FOR 4.6 MILES TO
 LX3602'WOODBURY, CONN..  TURN RIGHT (SOUTHWEST) ON SYCAMORE AVE., NEAR
 LX3602'WATER TROUGH OPPOSITE THE POST OFFICE, AND CONTINUE
 LX3602'SOUTHWESTERLY ON SNAKE HILL ROAD FOR 3.45 MILES.  BEAR LEFT
 LX3602'(SOUTH) AT THE CREST OF GOOD HILL (AT THE ROXBURY TOWN LINE) ONTO
 LX3602'DIRT ROAD AND GO 0.5 MILE TO BARWAY ON RIGHT.  DRIVE THROUGH
 LX3602'OPEN LOT FOLLOWING WAGON TRACKS FOR .05 MILE, BEARING RIGHT AT
 LX3602'A DIM TRAIL FOR .15 MILE TO STATION.
 LX3602'
 LX3602'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX3602'DISKS SET IN CONCRETE, ROCK LEDGE AND BOULDER, NOTES 1A, 12A, 11A
 LX3602'AND 12C.
 LX3602'
 LX3602'UNDERGROUND STATION IS 40 INCHES BELOW AND EXACTLY UNDER THE
 LX3602'SURFACE STATION MARK.  3 INCHES OF DIRT SEPARATE UNDERGROUND MARK
 LX3602'FROM THE SURFACE STATION MARK.  UNDERGROUND MARK IS STAMPED GOOD
 LX3602'2-1938.
 LX3602'
 LX3602'REFERENCE MARK NO. 1 IS 332.44 FEET NORTH OF THE STATION, AND
 LX3602'IS STAMPED GOOD 2-1938-NO. 1.  REFERENCE MARK NO. 2 IS
 LX3602'66.32 FEET SOUTH OF THE STATION, AND STAMPED GOOD
 LX3602'2-1938-NO. 2.  REFERENCE MARK NO. 3 IS 299.76 FEET WEST OF THE
 LX3602'STATION, AND STAMPED GOOD 2-1938-NO. 3.
 LX3602'
 LX3602'THE STATION MARK AND THE THREE REFERENCE MARKS WERE DESTROYED
 LX3602'BECAUSE THE OWNER, MR. WELLS, OBJECTED HAVING THEM ON HIS
 LX3602'PROPERTY BECAUSE OF REAL ESTATE PURPOSES.  THE UNDERGROUND STATION
 LX3602'MARK REMAINS.
 LX3602'
 LX3602'HEIGHT OF LIGHT ABOVE STATION MARK 8.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3598 ***********************************************************************
 LX3598  DESIGNATION -  GOOD 3
 LX3598  PID         -  LX3598
 LX3598  STATE/COUNTY-  CT/LITCHFIELD
 LX3598  USGS QUAD   -  ROXBURY (1984)
 LX3598
 LX3598                         *CURRENT SURVEY CONTROL
 LX3598  ___________________________________________________________________
 LX3598* NAD 83(1996)-  41 32 59.19381(N)    073 15 31.79656(W)     ADJUSTED  
 LX3598* NAVD 88     -       289.5    (meters)     950.     (feet)  VERTCON   
 LX3598  ___________________________________________________________________
 LX3598  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LX3598  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX3598
 LX3598  HORZ ORDER  -  SECOND
 LX3598
 LX3598.The horizontal coordinates were established by classical geodetic methods
 LX3598.and adjusted by the National Geodetic Survey in August 1998..
 LX3598
 LX3598.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3598
 LX3598.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3598
 LX3598.The geoid height was determined by GEOID03.
 LX3598
 LX3598;                    North         East     Units Scale Factor Converg.
 LX3598;SPC CT       -   232,092.297   262,348.563   MT  0.99998318   -0 20 14.6
 LX3598;SPC CT       -   761,456.14    860,721.91   sFT  0.99998318   -0 20 14.6
 LX3598;UTM  18      - 4,601,254.065   645,214.072   MT  0.99985951   +1 09 18.2
 LX3598
 LX3598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3598!SPC CT       -   0.99995921  x   0.99998318  =   0.99994239
 LX3598!UTM  18      -   0.99995921  x   0.99985951  =   0.99981873
 LX3598
 LX3598|---------------------------------------------------------------------|
 LX3598| PID    Reference Object                     Distance      Geod. Az  |
 LX3598|                                                           dddmmss.s |
 LX3598| LX3599 ROXBURY                             100.772 METERS 00641     |
 LX3598| CB3448 GOOD 3 RM 2                           6.260 METERS 20620     |
 LX3598|---------------------------------------------------------------------|
 LX3598
 LX3598                          SUPERSEDED SURVEY CONTROL
 LX3598
 LX3598  NAD 83(1992)-  41 32 59.19351(N)    073 15 31.79680(W) AD(       ) 2
 LX3598  NAD 83(1986)-  41 32 59.19531(N)    073 15 31.79830(W) AD(       ) 2
 LX3598  NAD 27      -  41 32 58.85126(N)    073 15 33.38512(W) AD(       ) 2
 LX3598  NGVD 29 (07/19/86)  289.8    (m)          951.     (f) VERT ANG       
 LX3598
 LX3598.Superseded values are not recommended for survey control.
 LX3598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3598.See file dsdata.txt to determine how the superseded data were derived.
 LX3598
 LX3598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4521401254(NAD 83)
 LX3598_MARKER: DS = TRIANGULATION STATION DISK
 LX3598_SETTING: 80 = SET IN A BOULDER
 LX3598_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX3598
 LX3598  HISTORY     - Date     Condition        Report By
 LX3598  HISTORY     - 1938     MONUMENTED       CTGS
 LX3598  HISTORY     - 1970     GOOD             NGS
 LX3598  HISTORY     - 1972     GOOD             CTGS
 LX3598  HISTORY     - 1973     GOOD             NGS
 LX3598
 LX3598                          STATION DESCRIPTION
 LX3598
 LX3598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (AHH)
 LX3598'STATION AND RM 2 SEEM TO BE IN GOOD CONDITION.  RM 1 STILL
 LX3598'CEMENTED IN STONE, BUT STONE IS LYING AGAINST A TREE.
 LX3598'
 LX3598'GOOD 3 1938 EXCELLENT
 LX3598'
 LX3598'GOOD 3 NO. 2 1938 EXCELLENT
 LX3598'
 LX3598'GOOD 3 NO. 1 1938 NOT FOUND.
 LX3598
 LX3598                          STATION RECOVERY (1972)
 LX3598
 LX3598'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX3598'GOOD 3 1938 EXCELLENT.
 LX3598'
 LX3598'GOOD 3 NO. 2 1938 EXCELLENT.
 LX3598'
 LX3598'GOOD 3 NO. 1 1938 NOT FOUND.
 LX3598'
 LX3598'STATION IS LOCATED IN AN OLD ROAD BED ABOUT 197 FEET WEST OF
 LX3598'UPPER GRASSY HILL ROAD CENTERLINE.  65 FEET SOUTH OF AN
 LX3598'EAST-WEST FARM ROAD AND 330.44 FEET SSW OF STATION ROXBURY.
 LX3598'
 LX3598'TO REACH FROM THE TRIANGLE PARK AND MONUMENT IN THE VILLAGE
 LX3598'OF ROXBURY, GO EAST ON CONN. 67 FOR 0.15 MILE, THEN CONTINUE
 LX3598'STRAIGHT AHEAD LEAVING CONN. 67 FOR 1.8 MILES TO A ROAD FORKS,
 LX3598'TAKE THE LEFT FORK FOR 1.0 MILE TO A CROSSROAD AT THE TOP OF A
 LX3598'HILL, TURN RIGHT (SOUTH) ON UPPER GRASSY HILL ROAD AND GO 0.52
 LX3598'MILE TO W.T. POLE 1512 ON LEFT AND STATION ON RIGHT.  (WEST)
 LX3598
 LX3598                          STATION RECOVERY (1973)
 LX3598
 LX3598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX3598'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND
 LX3598'FOUND IN GOOD CONDITION.  THE STATION WAS ESTABLISHED BY THE
 LX3598'CONNECTICUT GEODETIC SURVEY.  THIS IS ALL THE DATA THIS PARTY HAS
 LX3598'ON THIS STATION FOR REFERENCE MARK AND AZIMUTH MARK.  A NEW
 LX3598'DESCRIPTION FOLLOWS.
 LX3598'
 LX3598'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF NEWTON,
 LX3598'8 MILES EAST OF NEW MILFORD, 2.5 MILES EAST OF ROXBURY AND ON
 LX3598'LAND OWNED BY MR. LARRY POND, GOOD HILL ROAD, WOODBURY, CONN.,
 LX3598'TELEPHONE NUMBER 263-3943.
 LX3598'
 LX3598'STATION MARK IS A STANDARD DISK STAMPED GOOD 3 1938, IS CEMENTED
 LX3598'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES ABOVE THE
 LX3598'GROUND SURFACE.  IT IS 58 FEET SOUTH OF FIELD ROAD, 15 FEET
 LX3598'SOUTHWEST OF A TWIN TRUNK MAPLE TREE AND 5 FEET NORTH OF A DIM
 LX3598'TRACK ROAD.
 LX3598'
 LX3598'REFERENCE MARK 2, A STANDARD DISK STAMPED GOOD 3 NO 2 1938,
 LX3598'IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 INCH
 LX3598'ABOVE THE GROUND SURFACE.  IT IS 15 FEET SOUTH OF THE DIM TRACK
 LX3598'ROAD.
 LX3598'
 LX3598'TO REACH THE STATION, SEE DESCRIPTION FOR ROXBURY 1942.
 LX3598'
 LX3598'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3598'2.5 MILES EAST OF ROXBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6941 ***********************************************************************
 LX6941  DESIGNATION -  GOODRICH
 LX6941  PID         -  LX6941
 LX6941  STATE/COUNTY-  CT/MIDDLESEX
 LX6941  USGS QUAD   -  MIDDLETOWN (1992)
 LX6941
 LX6941                         *CURRENT SURVEY CONTROL
 LX6941  ___________________________________________________________________
 LX6941* NAD 83(1996)-  41 35 01.71340(N)    072 37 38.44227(W)     ADJUSTED  
 LX6941* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 LX6941  ___________________________________________________________________
 LX6941  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX6941  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6941
 LX6941  HORZ ORDER  -  THIRD
 LX6941
 LX6941.The horizontal coordinates were established by classical geodetic methods
 LX6941.and adjusted by the National Geodetic Survey in August 1998..
 LX6941
 LX6941.The orthometric height was scaled from a topographic map.
 LX6941
 LX6941.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6941
 LX6941.The geoid height was determined by GEOID03.
 LX6941
 LX6941;                    North         East     Units Scale Factor Converg.
 LX6941;SPC CT       -   235,754.398   315,028.439   MT  0.99998352   +0 04 52.8
 LX6941;SPC CT       -   773,470.89  1,033,555.80   sFT  0.99998352   +0 04 52.8
 LX6941;UTM  18      - 4,606,287.528   697,779.661   MT  1.00008140   +1 34 31.0
 LX6941
 LX6941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6941!SPC CT       -   0.99999151  x   0.99998352  =   0.99997503
 LX6941!UTM  18      -   0.99999151  x   1.00008140  =   1.00007291
 LX6941
 LX6941:                Primary Azimuth Mark                     Grid Az
 LX6941:SPC CT       -  CROMWELL AMERICAN TEL W TWR              006 05 57.7
 LX6941:UTM  18      -  CROMWELL AMERICAN TEL W TWR              004 36 19.5
 LX6941
 LX6941|---------------------------------------------------------------------|
 LX6941| PID    Reference Object                     Distance      Geod. Az  |
 LX6941|                                                           dddmmss.s |
 LX6941| LX6897 CROMWELL AMERICAN TEL W TWR         APPROX. 3.5 KM 0061050.5 |
 LX6941| LX6821 PORTLAND AMERICAN TEL E TWR         APPROX. 3.7 KM 0112147.9 |
 LX6941| LX6900 PORTLAND CONG CHURCH                APPROX. 0.9 KM 0162527.0 |
 LX6941| LX6843 WANNERSTROMS SILO                   APPROX. 5.0 KM 0250935.7 |
 LX6941| CZ6533 GOODRICH RM 1                        24.570 METERS 02527     |
 LX6941| LX6844 PORTLAND BORDONAROS WIND TWR        APPROX. 4.9 KM 0284705.4 |
 LX6941| CZ6534 GOODRICH RM 2                        45.560 METERS 10900     |
 LX6941| LX6949 PORTLAND METH EPIS CH SPIRE         APPROX. 0.6 KM 2430027.3 |
 LX6941| LX6959 MIDDLETOWN RUSSELLS ELEV TANK       APPROX. 5.9 KM 2663635.2 |
 LX6941| LX6992 MIDDLETOWN TUTTLE BRICK CO STK      APPROX. 4.6 KM 2834018.9 |
 LX6941| LX6979 CROMWELL SWEDISH ORPHAN SILO        APPROX. 3.3 KM 3003318.7 |
 LX6941| LX6971 CROMWELL PIERSONS SHORT STACK       APPROX. 3.1 KM 3054250.5 |
 LX6941| LX6968 CROMWELL CONG CH TOWER              APPROX. 2.1 KM 3131038.8 |
 LX6941| LX6964 CROMWELL PIERSONS STACK             APPROX. 2.9 KM 3203832.8 |
 LX6941| LX6965 CROMWELL ELEVATED TANK              APPROX. 3.3 KM 3280436.7 |
 LX6941| LX6946 EAST CROMWELL PIERSONS STACK        APPROX. 3.1 KM 3303758.1 |
 LX6941|---------------------------------------------------------------------|
 LX6941
 LX6941                          SUPERSEDED SURVEY CONTROL
 LX6941
 LX6941  NAD 83(1992)-  41 35 01.71274(N)    072 37 38.44224(W) AD(       ) 3
 LX6941  NAD 83(1986)-  41 35 01.71469(N)    072 37 38.44419(W) AD(       ) 3
 LX6941  NAD 27      -  41 35 01.35200(N)    072 37 40.11600(W) AD(       ) 3
 LX6941
 LX6941.Superseded values are not recommended for survey control.
 LX6941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6941.See file dsdata.txt to determine how the superseded data were derived.
 LX6941
 LX6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9778006288(NAD 83)
 LX6941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6941_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6941+STABILITY: SURFACE MOTION
 LX6941
 LX6941  HISTORY     - Date     Condition        Report By
 LX6941  HISTORY     - 1935     MONUMENTED       CGS
 LX6941  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6941
 LX6941                          STATION DESCRIPTION
 LX6941
 LX6941'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6941'FROM THE PORTLAND TOWN HALL, GO NORTHERLY ON MAIN STREET (ROUTE 15)
 LX6941'1.0 MILE TO WILLIAMS STREET.  TURN RIGHT ON WILLIAMS STREET AND
 LX6941'GO 0.1 MILE TO FARM ROAD ON THE RIGHT.  FOLLOW THE ROAD 0.2 MILE TO
 LX6941'MOST WESTERLY TOBACCO BARN.  THE STATION IS 45.72 METERS W OF THE
 LX6941'NW CORNER OF THE BARN ON THE PROPERTY OF THE GOODRICH TOBACCO
 LX6941'CO.  IT IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12- BY
 LX6941'12- BY 30-INCH CONCRETE BLOCK SET FLUSH WITH THE GROUND IN THE HAY
 LX6941'FIELD.  THE SUB-SURFACE MARK IS A STANDARD DISK SET IN AN
 LX6941'IRREGULAR MASS OF CONCRETE.
 LX6941'
 LX6941'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6941'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.
 LX6941'
 LX6941'REFERENCE MARK NO. 1 IS A STANDARD DISK IN A 12- BY 12- BY 30-INCH
 LX6941'CONCRETE BLOCK FLUSH WITH THE GROUND, N 40 DEG E, 24.51 METERS FROM
 LX6941'THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A
 LX6941'12- BY 12- BY 30-INCH CONCRETE POST AT THE NORTHWESTERLY CORNER
 LX6941'OF THE TOBACCO BARN AGAINST THE CONCRETE FOUNDATION OF THE BARN
 LX6941'AND IS S 60 DEG E, 45.56 METERS FROM THE STATION.
 LX6941'
 LX6941'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6941
 LX6941                          STATION RECOVERY (1948)
 LX6941
 LX6941'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6941'THE STATION AND REFERENCE MARK 1 RECOVERED AS DESCRIBED.  REFERENCE
 LX6941'MARK 2 COULD NOT BE LOCATED.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6052 ***********************************************************************
 LX6052  DESIGNATION -  GOODSPEEDS TURRET
 LX6052  PID         -  LX6052
 LX6052  STATE/COUNTY-  CT/MIDDLESEX
 LX6052  USGS QUAD   -  DEEP RIVER (1971)
 LX6052
 LX6052                         *CURRENT SURVEY CONTROL
 LX6052  ___________________________________________________________________
 LX6052* NAD 83(1996)-  41 27 06.24809(N)    072 27 45.28464(W)     ADJUSTED  
 LX6052* NAVD 88     -                                                        
 LX6052  ___________________________________________________________________
 LX6052  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6052  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX6052
 LX6052  HORZ ORDER  -  THIRD
 LX6052
 LX6052.The horizontal coordinates were established by classical geodetic methods
 LX6052.and adjusted by the National Geodetic Survey in August 1998..
 LX6052
 LX6052
 LX6052.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6052
 LX6052.The geoid height was determined by GEOID03.
 LX6052
 LX6052;                    North         East     Units Scale Factor Converg.
 LX6052;SPC CT       -   221,118.700   328,816.541   MT  0.99998416   +0 11 26.1
 LX6052;SPC CT       -   725,453.60  1,078,792.27   sFT  0.99998416   +0 11 26.1
 LX6052;UTM  18      - 4,592,013.874   711,946.031   MT  1.00015285   +1 40 49.3
 LX6052
 LX6052                          SUPERSEDED SURVEY CONTROL
 LX6052
 LX6052  NAD 83(1992)-  41 27 06.24729(N)    072 27 45.28441(W) AD(       ) 4
 LX6052  NAD 83(1986)-  41 27 06.24907(N)    072 27 45.28705(W) AD(       ) 4
 LX6052  NAD 27      -  41 27 05.88900(N)    072 27 46.99000(W) AD(       ) 3
 LX6052
 LX6052.Superseded values are not recommended for survey control.
 LX6052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6052.See file dsdata.txt to determine how the superseded data were derived.
 LX6052
 LX6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1194692014(NAD 83)
 LX6052
 LX6052  HISTORY     - Date     Condition        Report By
 LX6052  HISTORY     - 1934     MONUMENTED       CGS
 LX6052  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6052  HISTORY     - 1984     GOOD             USPSQD
 LX6052  HISTORY     - 19900407 GOOD             USPSQD
 LX6052  HISTORY     - 19980309 GOOD             USPSQD
 LX6052
 LX6052                          STATION DESCRIPTION
 LX6052
 LX6052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6052'GOODSPEEDS BUILDING IS THE DOMINANT STRUCTURE IN THE VILLAGE OF
 LX6052'EAST HADDAM.  IT FRONTS DIRECTLY ON THE RIVER JUST BELOW THE
 LX6052'HIGHWAY BRIDGE.  THE BUILDING IS FOUR STORIES HIGH AND HOUSES
 LX6052'THE POST OFFICE AND TOWN OFFICES.  THE BASEMENT FLOOR OPENS
 LX6052'DIRECTLY ON THE DOCK FORMERLY USED AS THE STEAMBOAT LANDING.  AT
 LX6052'THE EASTERLY AND WESTERLY ENDS OF THE BUILDING ARE TRUNCATED
 LX6052'PYRAMIDAL TURRETS, SQUAE IN SECTION.  EACH TURRET ROOF HAS A
 LX6052'FLAGSTAFF IN THE CENTER.
 LX6052'
 LX6052'CENTER IS THE CENTER LINE OF THE BASE OF THE FLAGSTAFF ON
 LX6052'W TURRET.
 LX6052
 LX6052                          STATION RECOVERY (1969)
 LX6052
 LX6052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6052'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THIS
 LX6052'STATION WAS RECOVERED BY BOAT.
 LX6052
 LX6052                          STATION RECOVERY (1984)
 LX6052
 LX6052'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6052'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX6052'ACCURATE.
 LX6052
 LX6052                          STATION RECOVERY (1990)
 LX6052
 LX6052'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6052'RECOVERED IN GOOD CONDITION.
 LX6052
 LX6052                          STATION RECOVERY (1998)
 LX6052
 LX6052'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX6052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6731 ***********************************************************************
 LX6731  DESIGNATION -  GOODWIN
 LX6731  PID         -  LX6731
 LX6731  STATE/COUNTY-  CT/HARTFORD
 LX6731  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6731
 LX6731                         *CURRENT SURVEY CONTROL
 LX6731  ___________________________________________________________________
 LX6731* NAD 83(1996)-  41 53 41.50192(N)    072 42 32.66848(W)     ADJUSTED  
 LX6731* NAVD 88     -        59.0    (meters)     194.     (feet)  VERTCON   
 LX6731  ___________________________________________________________________
 LX6731  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 LX6731  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX6731
 LX6731  HORZ ORDER  -  FIRST
 LX6731
 LX6731.The horizontal coordinates were established by classical geodetic methods
 LX6731.and adjusted by the National Geodetic Survey in August 1998..
 LX6731
 LX6731.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6731
 LX6731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6731
 LX6731.The geoid height was determined by GEOID03.
 LX6731
 LX6731;                    North         East     Units Scale Factor Converg.
 LX6731;SPC CT       -   270,295.660   308,196.898   MT  1.00000298   +0 01 37.7
 LX6731;SPC CT       -   886,795.01  1,011,142.66   sFT  1.00000298   +0 01 37.7
 LX6731;UTM  18      - 4,640,640.787   690,046.562   MT  1.00004445   +1 31 48.9
 LX6731
 LX6731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6731!SPC CT       -   0.99999531  x   1.00000298  =   0.99999829
 LX6731!UTM  18      -   0.99999531  x   1.00004445  =   1.00003976
 LX6731
 LX6731:                Primary Azimuth Mark                     Grid Az
 LX6731:SPC CT       -  TAINTOR                                  009 45 10.5
 LX6731:UTM  18      -  TAINTOR                                  008 14 59.3
 LX6731
 LX6731|---------------------------------------------------------------------|
 LX6731| PID    Reference Object                     Distance      Geod. Az  |
 LX6731|                                                           dddmmss.s |
 LX6731| LX6730 TAINTOR                             APPROX. 7.7 KM 0094648.2 |
 LX6731| LX6725 AIRPORT BCN BRADLEY INTL APT        APPROX. 5.7 KM 0290830.2 |
 LX6731| CZ6535 GOODWIN RM 1                         28.136 METERS 09848     |
 LX6731| LX6693 BLOOMFIELD ALLEN MFG TANK           APPROX. 4.7 KM 1680104.6 |
 LX6731| LX6695 BLOOMFIELD CAMAN CORP TANK          APPROX. 3.9 KM 1690122.5 |
 LX6731| LX6750 GOODWIN AZ MK TPT                   281.987 METERS 17821     |
 LX6731| LX6749 GOODWIN AZ MK                       289.607 METERS 17821     |
 LX6731| CZ6536 GOODWIN RM 2                         64.061 METERS 20033     |
 LX6731|---------------------------------------------------------------------|
 LX6731
 LX6731                          SUPERSEDED SURVEY CONTROL
 LX6731
 LX6731  NAD 83(1996)-  41 53 41.50171(N)    072 42 32.66855(W) AD(       ) 1
 LX6731  NAD 83(1992)-  41 53 41.50217(N)    072 42 32.66910(W) AD(       ) 1
 LX6731  NAD 83(1992)-  41 53 41.50284(N)    072 42 32.66963(W) AD(       ) 1
 LX6731  NAD 83(1986)-  41 53 41.50341(N)    072 42 32.67014(W) AD(       ) 1
 LX6731  NAD 27      -  41 53 41.14738(N)    072 42 34.33897(W) AD(       ) 1
 LX6731  NGVD 29 (07/19/86)   59.2    (m)          194.     (f) VERT ANG       
 LX6731
 LX6731.Superseded values are not recommended for survey control.
 LX6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6731.See file dsdata.txt to determine how the superseded data were derived.
 LX6731
 LX6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9004740641(NAD 83)
 LX6731_MARKER: DS = TRIANGULATION STATION DISK
 LX6731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6731+STABILITY: SURFACE MOTION
 LX6731
 LX6731  HISTORY     - Date     Condition        Report By
 LX6731  HISTORY     - 1979     MONUMENTED       NGS
 LX6731
 LX6731                          STATION DESCRIPTION
 LX6731
 LX6731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6731'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST-SOUTHWEST OF
 LX6731'POQUONOCK, 3 MILES EAST-SOUTHEAST OF TARIFFVILLE, 4-1/4 MILES
 LX6731'NORTHWEST OF WINDSOR, 4-1/2 MILES NORTH-NORTHEAST OF BLOOMFIELD,
 LX6731'4-1/2 MILES SOUTHWEST OF WINDSOR LOCKS AND ON PROPERTY OF THE TOWN
 LX6731'OF WINDSOR.  PERMISSION WAS GRANTED BY MR. ERNEST PHILPS, TOWN
 LX6731'ENGINEER, TOWN HALL, WINDSOR, CONNECTICUT, 06095.  (PHONE
 LX6731'NUMBER 688-3675, EXT. 279.)
 LX6731'
 LX6731'TO REACH THE STATION FROM THE POST OFFICE IN POQUONOCK,
 LX6731'CONNECTICUT (ZIP CODE 06064), GO SOUTH ON STATE HIGHWAY 75 FOR
 LX6731'0.8 MILE TO A SIDE ROAD RIGHT (PROSPECT HILL ROAD).  TURN
 LX6731'RIGHT AND GO NORTHWEST ON PROSPECT HILL ROAD FOR 1.1 MILES TO
 LX6731'A FORK (LANG ROAD).  KEEP THE LEFT FORK AND CONTINUE ON PROSPECT
 LX6731'HILL ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT (HUCKLEBERRY ROAD) AND
 LX6731'A SIGN (WINDSOR BLOOMFIELD SANITARY LANDFILL).  TURN RIGHT ON
 LX6731'HUCKLEBERRY ROAD AND GO NORTH AND EAST FOR 0.2 MILE TO A GATE AND
 LX6731'THE ENTRANCE TO THE LANDFILL.  PASS THROUGH GATE AND CONTINUE
 LX6731'EAST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LX6731'EAST FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX6731'
 LX6731'THE STATION IS A STANDARD NGS DISK
 LX6731'STAMPED---GOODWIN 1979---,
 LX6731'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6731'FLUSH WITH GROUND.  IT IS LOCATED
 LX6731'62 FEET EAST FROM THE CENTER OF A PAVED ROAD,
 LX6731'14.8 FEET SOUTHWEST FROM A FENCE CORNER,
 LX6731'4.2 FEET NORTH FROM A METAL WITNESS POST,
 LX6731'4 FEET SOUTHWEST FROM A METAL WITNESS POST AND
 LX6731'4 FEET EAST FROM A METAL WITNESS POST.
 LX6731'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6731'STAMPED---GOODWIN 1979---,
 LX6731'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6731'
 LX6731'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6731'STAMPED---GOODWIN NO 1 1979---,
 LX6731'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6731'FLUSH WITH GROUND.  IT IS LOCATED
 LX6731'85 FEET EAST-SOUTHEAST FROM A FENCE CORNER,
 LX6731'2 FEET SOUTH-SOUTHWEST FROM AN EAST-WEST FENCE LINE AND
 LX6731'2 FEET WEST-SOUTHWEST FROM A METAL WITNESS POST.
 LX6731'MARK IS ABOVE STATION 0.030 METERS.
 LX6731'
 LX6731'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6731'STAMPED---GOODWIN NO 2 1979---,
 LX6731'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6731'FLUSH WITH GROUND.  IT IS LOCATED
 LX6731'41 FEET WEST FROM THE CENTER OF A PAVED ROAD,
 LX6731'30 FEET SOUTH FROM THE CENTER OF A GRAVEL ROAD,
 LX6731'3 FEET SOUTH FROM A UTILITY POLE,
 LX6731'2.2 FEET EAST FROM A METAL WITNESS POST AND
 LX6731'1.4 FEET WEST FROM A METAL WITNESS POST.
 LX6731'MARK IS LEVEL WITH STATION.
 LX6731'
 LX6731'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6731'STAMPED---NGS---,
 LX6731'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6731'FLUSH WITH GROUND.  IT IS LOCATED
 LX6731'36 FEET WEST FROM THE CENTER OF A PAVED ROAD,
 LX6731'25 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 LX6731'1.6 FEET SOUTH FROM A UTILITY POLE,
 LX6731'1.4 FEET EAST FROM A METAL WITNESS POST AND
 LX6731'1 FOOT NORTHWEST FROM A METAL WITNESS POST.
 LX6731'
 LX6731'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF THE TERRAIN.
 LX6731'
 LX6731'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
 LX6731'
 LX6731'DESCRIBED BY R.L. RAMSEY, CHECKED BY G.A. MEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6749 ***********************************************************************
 LX6749  DESIGNATION -  GOODWIN AZ MK
 LX6749  PID         -  LX6749
 LX6749  STATE/COUNTY-  CT/HARTFORD
 LX6749  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6749
 LX6749                         *CURRENT SURVEY CONTROL
 LX6749  ___________________________________________________________________
 LX6749* NAD 83(1996)-  41 53 32.11917(N)    072 42 32.30693(W)     ADJUSTED  
 LX6749* NAVD 88     -        56.2    (meters)     184.     (feet)  VERTCON   
 LX6749  ___________________________________________________________________
 LX6749  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LX6749  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX6749
 LX6749  HORZ ORDER  -  SECOND
 LX6749
 LX6749.The horizontal coordinates were established by classical geodetic methods
 LX6749.and adjusted by the National Geodetic Survey in August 1998..
 LX6749
 LX6749.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6749
 LX6749.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6749
 LX6749.The geoid height was determined by GEOID03.
 LX6749
 LX6749;                    North         East     Units Scale Factor Converg.
 LX6749;SPC CT       -   270,006.176   308,205.370   MT  1.00000269   +0 01 37.9
 LX6749;SPC CT       -   885,845.26  1,011,170.45   sFT  1.00000269   +0 01 37.9
 LX6749;UTM  18      - 4,640,351.613   690,062.625   MT  1.00004453   +1 31 48.9
 LX6749
 LX6749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6749!SPC CT       -   0.99999575  x   1.00000269  =   0.99999844
 LX6749!UTM  18      -   0.99999575  x   1.00004453  =   1.00004028
 LX6749
 LX6749                          SUPERSEDED SURVEY CONTROL
 LX6749
 LX6749  NAD 83(1996)-  41 53 32.11895(N)    072 42 32.30700(W) AD(       ) 2
 LX6749  NAD 83(1992)-  41 53 32.11942(N)    072 42 32.30755(W) AD(       ) 2
 LX6749  NAD 83(1992)-  41 53 32.12008(N)    072 42 32.30809(W) AD(       ) 2
 LX6749  NAD 83(1986)-  41 53 32.12065(N)    072 42 32.30859(W) AD(       ) 2
 LX6749  NAD 27      -  41 53 31.76453(N)    072 42 33.97743(W) AD(       ) 2
 LX6749  NGVD 29 (07/19/86)   56.4    (m)          185.     (f) VERT ANG       
 LX6749
 LX6749.Superseded values are not recommended for survey control.
 LX6749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6749.See file dsdata.txt to determine how the superseded data were derived.
 LX6749
 LX6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9006340352(NAD 83)
 LX6749_MARKER: DZ = AZIMUTH MARK DISK
 LX6749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6749+STABILITY: SURFACE MOTION
 LX6749
 LX6749  HISTORY     - Date     Condition        Report By
 LX6749  HISTORY     - 1979     MONUMENTED       NGS
 LX6749
 LX6749                          STATION DESCRIPTION
 LX6749
 LX6749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6749'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST-SOUTHWEST OF
 LX6749'POQUONOCK, 3 MILES EAST-SOUTHEAST OF TARIFFIVILLE, 4-1/4 MILES
 LX6749'NORTHWEST OF WINDSOR, 4-1/2 MILES NORTH-NORTHEAST OF BLOOMFIELD,
 LX6749'4-1/2 MILES SOUTHWEST OF WINDSOR LOCKS AND PROPERTY OF THE TOWN
 LX6749'OF WINDSOR, PERMISSION WAS GRANTED BY MR. ERNEST PHILPS, TOWN
 LX6749'ENGINEER, TOWN HALL, WINDSOR, CONNECTICUT 06095.  (PHONE NUMBER
 LX6749'688-3675, EXT. 279.)
 LX6749'
 LX6749'TO REACH THE STATION FROM THE POST OFFICE IN POQUONOCK,
 LX6749'CONNECTICUT, (ZIP CODE 06064), GO SOUTH ON STATE HIGHWAY 75 FOR
 LX6749'0.8 MILE TO A SIDE ROAD RIGHT (PROSPECT HILL ROAD).  TURN RIGHT
 LX6749'AND GO NORTHWEST ON PROSPECT HILL ROAD FOR 1.1 MILES TO A FORK
 LX6749'(LANG ROAD).  KEEP THE LEFT FORK AND CONTINUE ON PROSPECT HILL
 LX6749'ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT (HUCKLELEBERRY ROAD) AND
 LX6749'A SIGN (WINDSOR BLOOMFIELD SANITARY LANDFILL).  TURN RIGHT ON
 LX6749'HUCKLEBERRY ROAD AND GO NORTH AND EAST FOR 0.2 MILE TO A GATE
 LX6749'AND ENTRANCE TO LANDFILL.  PASS THROUGH GATE AND CONTINUE EAST
 LX6749'FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LX6749'
 LX6749'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX6749'STAMPED---GOODWIN 1979---,
 LX6749'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6749'FLUSH WITH GROUND.  IT IS LOCATED
 LX6749'36 FEET WEST FROM THE CENTER OF A PAVED ROAD,
 LX6749'25 FEET EAST FROM THE CENTER OF A GRAVEL ROAD,
 LX6749'1.6 FEET SOUTH FROM A UTILITY POLE,
 LX6749'1.4 FEET EAST FROM A METAL WITNESS POST AND
 LX6749'1 FEET NORTHWEST FROM A METAL WITNESS POST.
 LX6749'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX6749'STAMPED---GOODWIN 1979---,
 LX6749'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6749'
 LX6749'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 LX6749'WERE ESTABLISHED FOR THIS STATION.
 LX6749'
 LX6749'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX6749'
 LX6749'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX6749'GOODWIN USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX6749'
 LX6749'DESCRIBED BY R.L. RAMSEY, CHECKED BY G.A. MEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1752 ***********************************************************************
 LW1752  DESIGNATION -  GOODYEAR
 LW1752  PID         -  LW1752
 LW1752  STATE/COUNTY-  CT/WINDHAM
 LW1752  USGS QUAD   -  DANIELSON (1970)
 LW1752
 LW1752                         *CURRENT SURVEY CONTROL
 LW1752  ___________________________________________________________________
 LW1752* NAD 83(1996)-  41 49 31.44813(N)    071 53 56.29236(W)     ADJUSTED  
 LW1752* NAVD 88     -       101.235  (meters)     332.14   (feet)  ADJUSTED  
 LW1752  ___________________________________________________________________
 LW1752  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 LW1752  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW1752  DYNAMIC HT  -         101.200 (meters)     332.02  (feet)  COMP
 LW1752  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LW1752
 LW1752  HORZ ORDER  -  FIRST
 LW1752  VERT ORDER  -  SECOND    CLASS II
 LW1752
 LW1752.This mark is at Danielson Airport (5B3)
 LW1752
 LW1752.The horizontal coordinates were established by classical geodetic methods
 LW1752.and adjusted by the National Geodetic Survey in August 1998..
 LW1752
 LW1752.The orthometric height was determined by differential leveling
 LW1752.and adjusted by the National Geodetic Survey in June 1991..
 LW1752
 LW1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1752
 LW1752.The geoid height was determined by GEOID03.
 LW1752
 LW1752.The dynamic height is computed by dividing the NAVD 88
 LW1752.geopotential number by the normal gravity value computed on the
 LW1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1752.degrees latitude (g = 980.6199 gals.).
 LW1752
 LW1752.The modeled gravity was interpolated from observed gravity values.
 LW1752
 LW1752;                    North         East     Units Scale Factor Converg.
 LW1752;SPC CT       -   262,928.115   375,500.080   MT  0.99999608   +0 33 51.4
 LW1752;SPC CT       -   862,623.32  1,231,953.18   sFT  0.99999608   +0 33 51.4
 LW1752;UTM  19      - 4,634,454.588   259,247.471   MT  1.00031330   -1 56 02.9
 LW1752
 LW1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1752!SPC CT       -   0.99998880  x   0.99999608  =   0.99998488
 LW1752!UTM  19      -   0.99998880  x   1.00031330  =   1.00030209
 LW1752
 LW1752:                Primary Azimuth Mark                     Grid Az
 LW1752:SPC CT       -  PUTNAM HTS FIRST CH OF CHRIST            018 54 22.3
 LW1752:UTM  19      -  PUTNAM HTS FIRST CH OF CHRIST            021 24 16.6
 LW1752
 LW1752|---------------------------------------------------------------------|
 LW1752| PID    Reference Object                     Distance      Geod. Az  |
 LW1752|                                                           dddmmss.s |
 LW1752| LW3634 PUTNAM HTS FIRST CH OF CHRIST       APPROX. 7.9 KM 0192813.7 |
 LW1752| LW3692 KILLINGLY MICROWAVE TOWER           APPROX. 8.2 KM 0512509.1 |
 LW1752| LW3660 BROWN                               APPROX. 7.3 KM 0890425.9 |
 LW1752| LW3699 DANIELSON WINCHESTER CORP TANK      APPROX. 1.5 KM 1262650.6 |
 LW1752| LW3696 DANIELSON WESTFIELD CONG CH         APPROX. 2.5 KM 1445453.5 |
 LW1752| LW3700 DANIELSON ARROW HART TANK           APPROX. 3.3 KM 1615033.7 |
 LW1752| CB7730 GOODYEAR RM 1                        22.146 METERS 17136     |
 LW1752| LW1753 GOODYEAR AZ MK                      APPROX. 0.6 KM 1903648.5 |
 LW1752| LW3727 GOODYEAR RM 3 A PT                  257.999 METERS 19339     |
 LW1752| LW5139 AIRPORT BCN DANIELSON AIRPORT       267.098 METERS 19403     |
 LW1752| LW3701 AIRPORT BCN DANIELSON APT           266.915 METERS 19406     |
 LW1752| LW1751 GOODYEAR RM 3 AZIMUTH               264.188 METERS 19417     |
 LW1752| CB7731 GOODYEAR RM 2                        24.872 METERS 27532     |
 LW1752|---------------------------------------------------------------------|
 LW1752
 LW1752                          SUPERSEDED SURVEY CONTROL
 LW1752
 LW1752  NAD 83(1996)-  41 49 31.44769(N)    071 53 56.29209(W) AD(       ) 1
 LW1752  NAD 83(1992)-  41 49 31.44735(N)    071 53 56.29174(W) AD(       ) 1
 LW1752  NAD 83(1992)-  41 49 31.44737(N)    071 53 56.29211(W) AD(       ) 1
 LW1752  NAD 83(1986)-  41 49 31.44805(N)    071 53 56.29146(W) AD(       ) 1
 LW1752  NAD 27      -  41 49 31.09281(N)    071 53 58.03334(W) AD(       ) 2
 LW1752  NGVD 29 (02/23/89)  101.47   (m)          332.9    (f) LEVELING    3  
 LW1752
 LW1752.Superseded values are not recommended for survey control.
 LW1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1752.See file dsdata.txt to determine how the superseded data were derived.
 LW1752
 LW1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5924734455(NAD 83)
 LW1752_MARKER: DS = TRIANGULATION STATION DISK
 LW1752_SETTING: 80 = SET IN A BOULDER
 LW1752_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW1752_STAMPING: GOODYEAR 1974
 LW1752_MARK LOGO: NGS   
 LW1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1752+STABILITY: SURFACE MOTION
 LW1752
 LW1752  HISTORY     - Date     Condition        Report By
 LW1752  HISTORY     - 1974     MONUMENTED       NGS
 LW1752  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW1752  HISTORY     - 1985     GOOD             NGS
 LW1752  HISTORY     - 1985     GOOD             NGS
 LW1752  HISTORY     - 19961125 GOOD             USPSQD
 LW1752
 LW1752                          STATION DESCRIPTION
 LW1752
 LW1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW1752'STATION IS ABOUT 1-1/2 MILES NORTHWEST OF DANIELSON, 1 MILE
 LW1752'SOUTHWEST OF ELMVILLE, JUST NORTH OF THE DANIELSON AIRPORT, AT
 LW1752'AN AIRPORT OBSTRUCTION TOWER AND ON PROPERTY OWNED BY THE STATE.
 LW1752'
 LW1752'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1752'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.05 MILE TO A
 LW1752'TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON THE
 LW1752'RIGHT.  TURN SHARP RIGHT AND GO NORTHERLY ON MAPLE STREET FOR
 LW1752'1.45 MILES TO A PAVED STREET LEFT AND A SIGN DANIELSON
 LW1752'AIRPORT.  TURN LEFT AND GO WESTERLY ON THE PAVED STREET FOR 0.3
 LW1752'MILE TO A WHITE BUILDING ON THE RIGHT (BUREAU OF AERONAUTICS
 LW1752'AND AIRPORT MANGERS OFFICE).  TURN RIGHT AND GO NORTH FOR
 LW1752'ABOUT 100 FEET TO AN AIRPORT BEACON AND REFERENCE MARK 3 AS
 LW1752'DESCRIBED.  CONTINUE NORTHERLY ACROSS AN OPEN AREA ON A
 LW1752'TRACK ROAD FOR 0.2 MILE TO AN AIRPORT OBSTRUCTION TOWER AND THE
 LW1752'STATION AS DESCRIBED.
 LW1752'
 LW1752'THE STATION IS A STANDARD DISK STAMPED GOODYEAR 1974.  IT IS
 LW1752'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 LW1752'FOOT ABOVE THE GROUND SURFACE.  IT IS 125 FEET NORTHWEST OF A
 LW1752'ROCK FENCE, 77 FEET SOUTH-SOUTHWEST OF A ROCK FENCE, 49 FEET
 LW1752'NORTH OF A TWIN TRUNK PINE TREE WHICH IS ABOUT 30 INCHES AT THE
 LW1752'BASE AND 27 FEET EAST-NORTHEAST OF THE AIRPORT OBSTRUCTION
 LW1752'TOWER.
 LW1752'
 LW1752'REFERENCE MARK 1, STAMPED GOODYEAR NO 1 1974, IS A STANDARD
 LW1752'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES
 LW1752'ABOVE THE GROUND.  IT IS 116 FEET NORTHWEST OF A ROCK FENCE,
 LW1752'53 FEET SOUTH OF THE OBSTRUCTION TOWER, 37 FEET EAST-SOUTHEAST
 LW1752'OF A POWER POLE AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 LW1752'
 LW1752'REFERENCE MARK 2, STAMPED GOODYEAR NO 2 1974, IS A STANDARD DISK
 LW1752'SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 LW1752'THE GROUND.  IT IS 74 FEET NORTHWEST OF THE OBSTRUCTION
 LW1752'TOWER, 56 FEET SOUTH OF A ROCK FENCE, 19.5 FEET WEST-SOUTHWEST OF
 LW1752'A TWIN TRUNK PINE TREE WHICH IS ABOUT 30 INCHES AT THE BASE,
 LW1752'9 FEET EAST OF A 24-INCH PINE TREE AND 2 FEET EAST-NORTHEAST
 LW1752'OF A METAL WITNESS POST.
 LW1752'
 LW1752'REFERENCE MARK 3, STAMPED GOODYEAR NO 3 1974 AZ, IS A STANDARD
 LW1752'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 1-INCH
 LW1752'ABOVE THE GROUND.  IT IS 102 FEET NORTH OF THE NORTH CORNER OF THE
 LW1752'WHITE OFFICE BUILDING, 9 FEET NORTH OF THE AIRPORT BEACON, 1.2
 LW1752'FEET NORTH-NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 LW1752'NORTH-NORTHEAST OF A FENCE AROUND THE BEACON.
 LW1752'
 LW1752'NOTE--THE MEASUREMENT BETWEEN THE REFERENCE MARKS WAS MADE AROUND
 LW1752'A 24-INCH TREE DIRECTLY ON LINE.
 LW1752'
 LW1752'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 LW1752
 LW1752                          STATION RECOVERY (1977)
 LW1752
 LW1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW1752'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LW1752'GOOD CONDITION.  THE DIRECTION TO THE REFERENCE MARKS CHECKED
 LW1752'THE 1974 DATA AND THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2
 LW1752'WHICH WAS MEASURED AROUND A TREE IN 1974 CHECKED THE OLD DATA.
 LW1752'THE DISTANCE TO REFERENCE MARK 1 CHECKED THE OLD DATA, BUT THE
 LW1752'DISTANCE TO REFERENCE MARK 2 WAS LESS BY 0.008 OF A METER.
 LW1752'FOLLOWING IS A NEW DESCRIPTION.
 LW1752'
 LW1752'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF DANIELSON,
 LW1752'1 MILE SOUTHWEST OF ELMVILLE, JUST NORTH OF THE DANIELSON
 LW1752'AIRPORT AND ON STATE PROPERTY.  PERMISSION BY MR. PETER
 LW1752'ZGUZENSKI, MAPLE STREET, DANIELSON AIRPORT, DANIELSON,
 LW1752'CONNECTICUT 06239, PHONE NUMBER 774-5008.
 LW1752'
 LW1752'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1752'SOUTHWEST ON MAIN STREET FOR 0.1 MILE TO A 4-WAY INTERSECTION,
 LW1752'TURN RIGHT AND GO NORTH ON MAPLE STREET FOR 1.4 MILES TO A SIDE
 LW1752'ROAD LEFT AND A SIGN DANIELSON AIRPORT.  TURN LEFT AND GO WEST
 LW1752'ON A PAVED ROAD FOR 0.3 MILE TO AN OPENING IN A ROCK FENCE.
 LW1752'TURN RIGHT GOING INTO FIELD, THEN SHARP RIGHT FOR ABOUT 100
 LW1752'FEET TO A FENCE CORNER.  TURN LEFT FOLLOWING ALONG THE WEST
 LW1752'SIDE OF A ROCK FENCE FOR 0.1 MILE TO EDGE OF WOODS.  CONTINUE
 LW1752'NORTHERLY ON A TRACK ROAD FOR 0.1 MILE TO A SMALL CLEARING,
 LW1752'AN AIRPORT OBSTRUCTION TOWER AND
 LW1752'THE STATION.  TO REACH REFERENCE MARK 3 FROM THE STATION,
 LW1752'GO SOUTHERLY
 LW1752'ON A TRACK ROAD FOR 0.1 MILE TO THE EDGE OF A FIELD,
 LW1752'CONTINUE SOUTHERLY ACROSS FIELD FOR 0.1 MILE TO THE MARK,
 LW1752'NEAR AN AIRPORT BEACON.
 LW1752'
 LW1752'STATION MARK, STAMPED---GOODYEAR 1974---, IS A STANDARD DISK
 LW1752'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW1752'12 INCHES ABOVE THE GROUND.  IT IS 51 FEET NORTHWEST OF A TWIN-
 LW1752'TRUNK TREE, 77 FEET NORTHEAST OF A POWER LINE POLE AND 28 FEET
 LW1752'NORTHEAST OF AN OBSTRUCTION TOWER.  A 30-INCH STEEL ROD
 LW1752'WAS DRIVEN IN THE GROUND NEAR THE BOULDER THAT THE STATION
 LW1752'MARK IS IN.
 LW1752'
 LW1752'REFERENCE MARK 1, STAMPED---GOODYEAR NO 1 1974---, IS A
 LW1752'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW1752'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 52 FEET
 LW1752'SOUTH OF THE OBSTRUCTION TOWER, 35 FEET EAST OF THE POWER POLE
 LW1752'AND 1.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 LW1752'
 LW1752'REFERENCE MARK 2, STAMPED---GOODYEAR NO 2 1974---, IS A
 LW1752'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW1752'THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 75 FEET
 LW1752'NORTHWEST OF THE OBSTRUCTION TOWER, 10 FEET EAST OF A 24-INCH
 LW1752'PINE TREE AND 1.7 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 LW1752'
 LW1752'REFERENCE MARK 3, STAMPED---GOODYEAR NO 3 1974 AZ---, IS A
 LW1752'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LW1752'THAT PROJECTS ABOUT 1-INCH ABOVE THE GROUND.  IT IS 102 FEET
 LW1752'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY HOUSE,
 LW1752'27.3 FEET WEST-NORTHWEST OF A POWER POLE, 1.2 FEET NORTHWEST OF
 LW1752'A METAL WITNESS POST AND 1.1 FEET NORTH-NORTHEAST OF A CHAIN
 LW1752'LINK FENCE THAT SURROUNDS AN AIRPORT BEACON.
 LW1752'
 LW1752'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 30.4 METERS.
 LW1752'
 LW1752'DESCRIBED BY L.D. ACRES.
 LW1752
 LW1752                          STATION RECOVERY (1985)
 LW1752
 LW1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW1752'THE STATION WAS RECOVERED AT THIS DATE.
 LW1752'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 LW1752'CONDITION. REFERENCE MARK 1 WAS RECOVERED WITH A LARGE BOULDER
 LW1752'COVERING IT, AND WAS UNABLE TO MEASURE OR TURN A DIRECTION TO IT.
 LW1752'COMPARED WITH THE 1977 DATA, THE DISTANCE TO REFERENCE MARK 2 WAS
 LW1752'LONGER BY 0.041 METER, THE DIRECTION FROM REFERENCE 3 TO 2
 LW1752'COMPARED. A NEW AZIMUTH MARK WAS ESTIABLISHED TO BRING CONTROL INTO
 LW1752'THE AIRPORT. AN EDM TIE WAS MADE TO GOODYEAR 1974 AZ MK AND
 LW1752'GOODYEAR RM 3. A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW1752'
 LW1752'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LW1752'NORTHWEST OF DANIELSON, 1.6 KM (1.0 MI) SOUTHWEST OF ELMVILLE, JUST
 LW1752'NORTH OF THE DANIELSON AIRPORT, AT AN AIRPORT OBSTRUCTION TOWER AND
 LW1752'ON STATE PROPERTY.
 LW1752'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LW1752'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348.  CONTACT
 LW1752'ABOVE BEFORE ENTERING AIRPORT.
 LW1752'
 LW1752'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1752'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.1 KM (0.05 MI) TO
 LW1752'A TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON RIGHT. TURN
 LW1752'SHARP RIGHT AND GO NORTHERLY ON MAPLE STREET FOR 2.3 KM (1.45 MI)
 LW1752'TO A PAVED STREET LEFT AND A SIGN (DANIELSON AIRPORT). TURN LEFT
 LW1752'AND GO WESTERLY ON THE STREET FOR 0.5 KM (0.3 MI) TO A WHITE
 LW1752'BUILDING ON RIGHT. (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE
 LW1752'ON THE PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE MARK ON RIGHT 60
 LW1752'METER (197 FT) SOUTHWEST OF THE ROAD CENTER). TURN RIGHT AND GO FOR
 LW1752'ABOUT 30 METERS (100 FT) TO AN AIRPORT BEACON AND REFERENCE MARK 3
 LW1752'ON LEFT. CONTINUE NORTHERLY ACROSS AN OPEN FIELD FOR 0.3 KM (0.2
 LW1752'MI) TO AN AIRPORT OBSTRUCTION TOWER AND THE STATION.
 LW1752'
 LW1752'THE STATION IS A STANDARD NGS DISK
 LW1752'STAMPED---GOODYEAR 1974---,
 LW1752'SET INTO A DRILL HOLE IN BEDROCK, PROJECTING 30 CM ABOVE THE
 LW1752'GROUND. LOCATED
 LW1752'23.5 METERS (77.0 FT) SOUTH-SOUTHWEST FROM A ROCK FENCE AND
 LW1752'8.2 METERS (27.0 FT) EAST-NORTHEAST FROM AN AIRPORT OBSTRUCTION
 LW1752'TOWER.
 LW1752'
 LW1752'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LW1752'STAMPED---GOODYEAR NO 1 1974---,
 LW1752'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1752'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1752'35.4 METERS (116.0 FT) NORTHWEST FROM A ROCK FENCE,
 LW1752'16.2 METERS (53.0 FT) SOUTH FROM THE AIRPORT OBSTRUCTION TOWER AND
 LW1752'11.3 METERS (37.0 FT) EAST-SOUTHEAST FROM A POWER POLE.
 LW1752'MARK IS LEVEL WITH THE STATION.
 LW1752'
 LW1752'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LW1752'STAMPED---GOODYEAR NO 2 1974---,
 LW1752'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1752'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LW1752'22.6 METERS (74.0 FT) NORTHWEST FROM THE AIRPORT OBSTRUCTION TOWER,
 LW1752'17.1 METERS (56.0 FT) SOUTH FROM A ROCK FENCE AND
 LW1752'2.7 METERS (9.0 FT) EAST FROM A 70 CM IN DIAMETER PINE TREE.
 LW1752'MARK IS 0.5 METER BELOW THE STATION.
 LW1752'
 LW1752'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 LW1752'STAMPED---GOODYEAR NO 3 1974 AZ---,
 LW1752'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1752'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 LW1752'31.1 METERS (102.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 LW1752'THE OFFICE BUILDING,
 LW1752'8.2 METERS (27.0 FT) WEST-NORTHWEST FROM A POWER POLE,
 LW1752'2.7 METERS (9.0 FT) NORTH FROM AN AIRPORT BEACON,
 LW1752'0.4 METER (1.2 FT) NORTHWEST FROM A METAL WITNESS POST AND
 LW1752'0.3 METER (1.1 FT) NORTH-NORTHEAST FROM A CHAIN LINK FENCE THAT
 LW1752'SURROUNDS THE AIRPORT BEACON.
 LW1752'MARK IS 1.2 METERS BELOW THE STATION.
 LW1752'
 LW1752'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LW1752'STAMPED---GOODYEAR 1974 1985---,
 LW1752'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LW1752'60.0 METERS (197.0 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 LW1752'59.0 METERS (195.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST SIDE OF A
 LW1752'CONCRETE HEADWALL,
 LW1752'55.5 METERS (182.0 FT) SOUTHWEST FROM A POWERLINE POLE WITH NUMBER
 LW1752'3504 AND
 LW1752'1.1 METERS (3.5 FT) SOUTHEAST FROM A WITNESS POST WITH SIGN.
 LW1752'
 LW1752'HEIGHT OF LIGHT SHOWN WAS 2.0 METERS ABOVE THE MARK.
 LW1752'
 LW1752'DESCRIBED BY J. N. LEONHARDT.
 LW1752
 LW1752                          STATION RECOVERY (1985)
 LW1752
 LW1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1752'1.6 KM (1.0 MI) SW FROM ELMVILLE.
 LW1752'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF DANIELSON,
 LW1752'1.6 KM (1.0 MI) SOUTHWEST OF ELMVILLE, JUST NORTH OF THE DANIELSON
 LW1752'AIRPORT, AT AN AIRPORT OBSTRUCTION TOWER AND ON STATE PROPERTY.
 LW1752'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM AIRPORT,
 LW1752'NORTH WINDHAM CT 06256, PHONE 203-423-9348. NOTE--CONTACT ABOVE BEFORE
 LW1752'ENTERING AIRPORT.  TO REACH THE STATION FROM THE POST OFFICE IN
 LW1752'DANIELSON, GO SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.1 KM
 LW1752'(0.05 MI) TO A TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON
 LW1752'RIGHT. TURN SHARP RIGHT AND GO NORTHERLY ON MAPLE STREET FOR 2.3 KM
 LW1752'(1.45 MI) TO A PAVED STREET LEFT AND A SIGN (DANIELSON AIRPORT). TURN
 LW1752'LEFT AND GO WESTERLY ON THE STREET FOR 0.5 KM (0.3 MI) TO A WHITE
 LW1752'BUILDING ON RIGHT (BUREAU OF AERONAUTICS AND AIRPORT MANGERS OFFICE).
 LW1752'CONTINUE NORTHERLY ACROSS AN OPEN FIELD FOR 0.3 KM (0.2 MI) TO AN
 LW1752'AIRPORT OBSTRUCTION TOWER AND THE STATION.  SET INTO A DRILL HOLE IN
 LW1752'BEDROCK, PROJECTING 30 CM ABOVE THE GROUND. LOCATED 23.5 METERS
 LW1752'(77.0 FT) SOUTH-SOUTHWEST FROM A ROCK FENCE AND 8.2 METERS (27.0 FT)
 LW1752'EAST-NORTHEAST FROM AN AIRPORT OBSTRUCTION TOWER.
 LW1752
 LW1752                          STATION RECOVERY (1996)
 LW1752
 LW1752'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1753 ***********************************************************************
 LW1753  DESIGNATION -  GOODYEAR AZ MK
 LW1753  PID         -  LW1753
 LW1753  STATE/COUNTY-  CT/WINDHAM
 LW1753  USGS QUAD   -  DANIELSON (1970)
 LW1753
 LW1753                         *CURRENT SURVEY CONTROL
 LW1753  ___________________________________________________________________
 LW1753* NAD 83(1996)-  41 49 13.56004(N)    071 54 00.77350(W)     ADJUSTED  
 LW1753* NAVD 88     -        77.012  (meters)     252.66   (feet)  ADJUSTED  
 LW1753  ___________________________________________________________________
 LW1753  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LW1753  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LW1753  DYNAMIC HT  -          76.985 (meters)     252.57  (feet)  COMP
 LW1753  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LW1753
 LW1753  HORZ ORDER  -  SECOND
 LW1753  VERT ORDER  -  SECOND    CLASS II
 LW1753
 LW1753.This mark is at Danielson Airport (5B3)
 LW1753
 LW1753.The horizontal coordinates were established by classical geodetic methods
 LW1753.and adjusted by the National Geodetic Survey in August 1998..
 LW1753
 LW1753.The orthometric height was determined by differential leveling
 LW1753.and adjusted by the National Geodetic Survey in June 1991..
 LW1753
 LW1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1753
 LW1753.The geoid height was determined by GEOID03.
 LW1753
 LW1753.The dynamic height is computed by dividing the NAVD 88
 LW1753.geopotential number by the normal gravity value computed on the
 LW1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1753.degrees latitude (g = 980.6199 gals.).
 LW1753
 LW1753.The modeled gravity was interpolated from observed gravity values.
 LW1753
 LW1753;                    North         East     Units Scale Factor Converg.
 LW1753;SPC CT       -   262,375.230   375,402.101   MT  0.99999564   +0 33 48.4
 LW1753;SPC CT       -   860,809.40  1,231,631.73   sFT  0.99999564   +0 33 48.4
 LW1753;UTM  19      - 4,633,906.326   259,125.447   MT  1.00031403   -1 56 05.2
 LW1753
 LW1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1753!SPC CT       -   0.99999260  x   0.99999564  =   0.99998824
 LW1753!UTM  19      -   0.99999260  x   1.00031403  =   1.00030663
 LW1753
 LW1753                          SUPERSEDED SURVEY CONTROL
 LW1753
 LW1753  NAD 83(1996)-  41 49 13.55959(N)    071 54 00.77323(W) AD(       ) 2
 LW1753  NAD 83(1992)-  41 49 13.55924(N)    071 54 00.77289(W) AD(       ) 2
 LW1753  NAD 83(1992)-  41 49 13.55926(N)    071 54 00.77325(W) AD(       ) 2
 LW1753  NAD 83(1986)-  41 49 13.55996(N)    071 54 00.77268(W) AD(       ) 2
 LW1753  NAD 27      -  41 49 13.20453(N)    071 54 02.51430(W) AD(       ) 2
 LW1753  NGVD 29 (02/23/89)   77.25   (m)          253.4    (f) LEVELING    3  
 LW1753
 LW1753.Superseded values are not recommended for survey control.
 LW1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1753.See file dsdata.txt to determine how the superseded data were derived.
 LW1753
 LW1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5912533906(NAD 83)
 LW1753_MARKER: DZ = AZIMUTH MARK DISK
 LW1753_SETTING: 66 = SET IN ROCK OUTCROP
 LW1753_SP_SET: ROCK OUTCROP
 LW1753_STAMPING: GOODYEAR 1974 1985
 LW1753_MARK LOGO: NGS   
 LW1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1753+STABILITY: POSITION/ELEVATION WELL
 LW1753
 LW1753  HISTORY     - Date     Condition        Report By
 LW1753  HISTORY     - 1985     MONUMENTED       NGS
 LW1753  HISTORY     - 1985     GOOD             NGS
 LW1753  HISTORY     - 19961125 GOOD             USPSQD
 LW1753
 LW1753                          STATION DESCRIPTION
 LW1753
 LW1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW1753'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LW1753'NORTHWEST OF DANIELSON AND 1.6 KM (1.0 MI) SOUTHWEST OF ELMVILLE.
 LW1753'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LW1753'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348.  CONTACT
 LW1753'ABOVE BEFORE ENTERING AIRPORT.
 LW1753'
 LW1753'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1753'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.1 KM (0.05 MI) TO
 LW1753'A TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON RIGHT. TURN
 LW1753'SHARP RIGHT AND GO NORTHERLY ON MAPLE STREET FOR 2.3 KM (1.45 MI)
 LW1753'TO A PAVED STREET LEFT AND A SIGN (DANIELSON AIRPORT). TURN LEFT
 LW1753'AND GO WESTERLY ON THE STREET FOR 0.5 KM (0.3 MI) TO A WHITE
 LW1753'BUILDING ON RIGHT. CONTINUE ON THE PAVED ROAD FOR 0.2 KM (0.15 MI)
 LW1753'TO THE STATION ON RIGHT 60 METER (197 FT) SOUTHWEST OF THE ROAD
 LW1753'CENTER.
 LW1753'
 LW1753'THE STATION IS A STANDARD NGS DISK
 LW1753'STAMPED---GOODYEAR 1974 1985---,
 LW1753'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LW1753'60.0 METERS (197.0 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 LW1753'59.0 METERS (195.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST SIDE OF A
 LW1753'CONCRETE HEADWALL,
 LW1753'55.5 METERS (182.0 FT) SOUTHWEST FROM A POWERLINE POLE WITH NUMBER
 LW1753'3504 AND
 LW1753'1.1 METERS (3.5 FT) SOUTHEAST FROM A WITNESS POST WITH SIGN.
 LW1753'
 LW1753'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 LW1753'
 LW1753'AN EDM TIE WAS MADE TO STATION GOODYEAR 1974.
 LW1753'
 LW1753'DESCRIBED BY J. N. LEONHARDT.
 LW1753
 LW1753                          STATION RECOVERY (1985)
 LW1753
 LW1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1753'1.6 KM (1.0 MI) SW FROM ELMVILLE.
 LW1753'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF DANIELSON
 LW1753'AND 1.6 KM (1.0 MI) SOUTHWEST OF ELMVILLE.  OWNERSHIP--STATE OF
 LW1753'CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM AIRPORT, NORTH WINDHAM CT
 LW1753'06256, PHONE 203-423-9348. NOTE--CONTACT ABOVE BEFORE ENTERING
 LW1753'AIRPORT.  TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1753'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.1 KM (0.05 MI) TO A
 LW1753'TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON RIGHT. TURN SHARP
 LW1753'RIGHT AND GO NORTHERLY ON MAPLE STREET FOR 2.3 KM (1.45 MI) TO A PAVED
 LW1753'STREET LEFT AND A SIGN (DANIELSON AIRPORT). TURN LEFT AND GO WESTERLY
 LW1753'ON THE STREET FOR 0.5 KM (0.3 MI) TO A WHITE BUILDING ON RIGHT.
 LW1753'CONTINUE ON THE PAVED ROAD FOR 0.2 KM (0.15 MI) TO THE STATION ON
 LW1753'RIGHT 60 METER (197 FT) SOUTHWEST OF THE ROAD CENTER.  SET INTO A
 LW1753'DRILL HOLE IN ROCK OUTCROP. LOCATED 60.0 METERS (197.0 FT) SOUTHWEST
 LW1753'FROM THE CENTER OF THE ROAD, 59.0 METERS (195.0 FT) SOUTH-SOUTHWEST
 LW1753'FROM THE SOUTHEAST SIDE OF A CONCRETE HEADWALL, 55.5 METERS (182.0 FT)
 LW1753'SOUTHWEST FROM A POWERLINE POLE WITH NUMBER 3504 AND 1.1 METERS
 LW1753'(3.5 FT) SOUTHEAST FROM A WITNESS POST WITH SIGN.
 LW1753
 LW1753                          STATION RECOVERY (1996)
 LW1753
 LW1753'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3697 ***********************************************************************
 LW3697  DESIGNATION -  GOODYEAR FRED T LEY CO STACK
 LW3697  PID         -  LW3697
 LW3697  STATE/COUNTY-  CT/WINDHAM
 LW3697  USGS QUAD   -  DANIELSON (1970)
 LW3697
 LW3697                         *CURRENT SURVEY CONTROL
 LW3697  ___________________________________________________________________
 LW3697* NAD 83(1996)-  41 50 02.66148(N)    071 54 07.74623(W)     ADJUSTED  
 LW3697* NAVD 88     -                                                        
 LW3697  ___________________________________________________________________
 LW3697  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LW3697  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LW3697
 LW3697  HORZ ORDER  -  THIRD
 LW3697
 LW3697.The horizontal coordinates were established by classical geodetic methods
 LW3697.and adjusted by the National Geodetic Survey in August 1998..
 LW3697
 LW3697
 LW3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3697
 LW3697.The geoid height was determined by GEOID03.
 LW3697
 LW3697;                    North         East     Units Scale Factor Converg.
 LW3697;SPC CT       -   263,888.485   375,226.325   MT  0.99999686   +0 33 43.8
 LW3697;SPC CT       -   865,774.14  1,231,055.03   sFT  0.99999686   +0 33 43.8
 LW3697;UTM  19      - 4,635,426.289   259,015.770   MT  1.00031468   -1 56 11.7
 LW3697
 LW3697                          SUPERSEDED SURVEY CONTROL
 LW3697
 LW3697  NAD 83(1996)-  41 50 02.66104(N)    071 54 07.74593(W) AD(       ) 4
 LW3697  NAD 83(1992)-  41 50 02.66074(N)    071 54 07.74562(W) AD(       ) 4
 LW3697  NAD 83(1992)-  41 50 02.66078(N)    071 54 07.74602(W) AD(       ) 4
 LW3697  NAD 83(1986)-  41 50 02.66132(N)    071 54 07.74525(W) AD(       ) 4
 LW3697  NAD 27      -  41 50 02.30874(N)    071 54 09.48204(W) AD(       ) 3
 LW3697
 LW3697.Superseded values are not recommended for survey control.
 LW3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3697.See file dsdata.txt to determine how the superseded data were derived.
 LW3697
 LW3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5901635426(NAD 83)
 LW3697
 LW3697  HISTORY     - Date     Condition        Report By
 LW3697  HISTORY     - 1937     MONUMENTED       CTGS
 LW3697
 LW3697                          STATION DESCRIPTION
 LW3697
 LW3697'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3697'A LIGHT RED BRICK STACK ABOUT 100-110 FEET HIGH IS SITUATED JUST
 LW3697'WEST OF THE WHITE CONCRETE BUILDINGS OF THE FRED T. LEY AND CO.,
 LW3697'RAILROAD CONTRACTORS.  THE FACTORY IS ON THE SOUTH SIDE OF
 LW3697'GOODYEAR, A SMALL TOWN ABOUT 3 MILES SOUTHEAST OF THE INTERSECTION
 LW3697'OF ROUTES 101 AND 44.  THE POINT OBSERVED ON WAS THE CENTER OF
 LW3697'THE STACK AT THE TOP. IT WAS OBSERVED FROM STATIONS, EASTER, AND
 LW3697'DANIELSON (V.G.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1751 ***********************************************************************
 LW1751  DESIGNATION -  GOODYEAR RM 3 AZIMUTH
 LW1751  PID         -  LW1751
 LW1751  STATE/COUNTY-  CT/WINDHAM
 LW1751  USGS QUAD   -  DANIELSON (1970)
 LW1751
 LW1751                         *CURRENT SURVEY CONTROL
 LW1751  ___________________________________________________________________
 LW1751* NAD 83(1996)-  41 49 23.14999(N)    071 53 59.11698(W)     ADJUSTED  
 LW1751* NAVD 88     -        89.991  (meters)     295.25   (feet)  ADJUSTED  
 LW1751  ___________________________________________________________________
 LW1751  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LW1751  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW1751  DYNAMIC HT  -          89.961 (meters)     295.15  (feet)  COMP
 LW1751  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LW1751
 LW1751  HORZ ORDER  -  SECOND
 LW1751  VERT ORDER  -  SECOND    CLASS II
 LW1751
 LW1751.This mark is at Danielson Airport (5B3)
 LW1751
 LW1751.The horizontal coordinates were established by classical geodetic methods
 LW1751.and adjusted by the National Geodetic Survey in August 1998..
 LW1751
 LW1751.The orthometric height was determined by differential leveling
 LW1751.and adjusted by the National Geodetic Survey in June 1991..
 LW1751
 LW1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1751
 LW1751.The geoid height was determined by GEOID03.
 LW1751
 LW1751.The dynamic height is computed by dividing the NAVD 88
 LW1751.geopotential number by the normal gravity value computed on the
 LW1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1751.degrees latitude (g = 980.6199 gals.).
 LW1751
 LW1751.The modeled gravity was interpolated from observed gravity values.
 LW1751
 LW1751;                    North         East     Units Scale Factor Converg.
 LW1751;SPC CT       -   262,671.466   375,437.419   MT  0.99999587   +0 33 49.5
 LW1751;SPC CT       -   861,781.30  1,231,747.60   sFT  0.99999587   +0 33 49.5
 LW1751;UTM  19      - 4,634,200.835   259,173.659   MT  1.00031374   -1 56 04.5
 LW1751
 LW1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1751!SPC CT       -   0.99999056  x   0.99999587  =   0.99998643
 LW1751!UTM  19      -   0.99999056  x   1.00031374  =   1.00030430
 LW1751
 LW1751                          SUPERSEDED SURVEY CONTROL
 LW1751
 LW1751  NAD 83(1996)-  41 49 23.14955(N)    071 53 59.11671(W) AD(       ) 2
 LW1751  NAD 83(1992)-  41 49 23.14921(N)    071 53 59.11637(W) AD(       ) 2
 LW1751  NAD 83(1992)-  41 49 23.14923(N)    071 53 59.11674(W) AD(       ) 2
 LW1751  NAD 83(1986)-  41 49 23.14989(N)    071 53 59.11603(W) AD(       ) 2
 LW1751  NAD 27      -  41 49 22.79476(N)    071 54 00.85796(W) AD(       ) 2
 LW1751  NGVD 29 (02/23/89)   90.23   (m)          296.0    (f) LEVELING    3  
 LW1751
 LW1751.Superseded values are not recommended for survey control.
 LW1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1751.See file dsdata.txt to determine how the superseded data were derived.
 LW1751
 LW1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5917434201(NAD 83)
 LW1751_MARKER: DR = REFERENCE MARK DISK
 LW1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW1751_SP_SET: CONCRETE POST
 LW1751_STAMPING: GOODYEAR NO 3 1974 AZ
 LW1751_MARK LOGO: NGS   
 LW1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1751+STABILITY: SURFACE MOTION
 LW1751
 LW1751  HISTORY     - Date     Condition        Report By
 LW1751  HISTORY     - 1977     MONUMENTED       NGS
 LW1751  HISTORY     - 1985     GOOD             NGS
 LW1751  HISTORY     - 1985     GOOD             NGS
 LW1751  HISTORY     - 19961125 GOOD             USPSQD
 LW1751
 LW1751                          STATION DESCRIPTION
 LW1751
 LW1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW1751'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF DANIELSON,
 LW1751'1 MILE SOUTHWEST OF ELMVILLE, JUST NORTH OF THE DANIELSON
 LW1751'AIRPORT AND ON STATE PROPERTY.  PERMISSION BY MR. ZGUZENSKI,
 LW1751'MAPLE STREET, DANIELSON AIRPORT DANIELSON, CONNECTICUT 06239,
 LW1751'PHONE NUMBER 774-5008.
 LW1751'
 LW1751'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1751'SOUTHWEST ON MAIN STREET FOR 0.1 MILE TO A 4-WAY INTERSECTION.
 LW1751'TURN RIGHT AND GO NORTH ON MAPLE STREET FOR 1.4 MILES TO A SIDE
 LW1751'ROAD LEFT AND A SIGN, DANIELSON AIRPORT.  TURN LEFT AND GO WEST
 LW1751'ON A PAVED ROAD FOR 0.35 MILE TO A DRIVE-WAY ON THE RIGHT.
 LW1751'TURN RIGHT ON THE DRIVE-WAY, PASSING TO THE RIGHT OF A
 LW1751'TWO-STORY HOUSE FOR ABOUT 100 FEET TO THE MARK ON THE RIGHT
 LW1751'NEAR AN AIRPORT BEACON.
 LW1751'
 LW1751'STATION MARK, STAMPED---GOODYEAR NO 3 1974 AZ---, IS A
 LW1751'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
 LW1751'ROUND CONCRETE POST THAT
 LW1751'PROJECTS ABOUT 1-INCH ABOVE THE GROUND.  IT IS 102 FEET
 LW1751'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY HOUSE,
 LW1751'27.3 FEET WEST-NORTHWEST OF A POWER POLE, 1.2 FEET NORTHWEST OF
 LW1751'A METAL WITNESS POST AND 1.1 FEET NORTH-NORTHEAST OF A
 LW1751'CHAIN-LINK FENCE THAT SURROUNDS AN AIRPORT BEACON.
 LW1751'
 LW1751'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.16 METERS.
 LW1751'
 LW1751'DESCRIBED BY L.D. ACRES.
 LW1751
 LW1751                          STATION RECOVERY (1985)
 LW1751
 LW1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LW1751'THE STATION WAS RECOVERED AT THIS DATE.
 LW1751'THE 1977 DESCRIPTION IS ADEQUATE. AN EDM TIE WAS MADE TO STATION
 LW1751'GOODYEAR 1974.
 LW1751'
 LW1751'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LW1751'NORTHWEST OF DANIELSON AND 1.6 KM (1.0 MI) SOUTHWEST OF ELMVILLE.
 LW1751'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LW1751'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348.  CONTACT
 LW1751'ABOVE BEFORE ENTERING AIRPORT.
 LW1751'
 LW1751'TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1751'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.1 KM (0.05 MI) TO
 LW1751'A TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON RIGHT. TURN
 LW1751'SHARP RIGHT AND GO NORTHERLY ON MAPLE STREET FOR 2.3 KM (1.45 MI)
 LW1751'TO A PAVED STREET LEFT AND A SIGN (DANIELSON AIRPORT). TURN LEFT
 LW1751'AND GO WESTERLY ON THE STREET FOR 0.5 KM (0.3 MI) TO A WHITE
 LW1751'BUILDING ON RIGHT. TURN RIGHT AND GO FOR ABOUT 30 METERS (100 FT)
 LW1751'TO AN AIRPORT BEACON AND REFERENCE MARK 3 ON LEFT.
 LW1751'
 LW1751'THE STATION IS A STANDARD NGS DISK
 LW1751'STAMPED---GOODYEAR NO 3 1974 AZ---,
 LW1751'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LW1751'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 LW1751'31.1 METERS (102.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 LW1751'THE OFFICE BUILDING,
 LW1751'8.2 METERS (27.0 FT) WEST-NORTHWEST FROM A POWER POLE,
 LW1751'2.7 METERS (9.0 FT) NORTH FROM AN AIRPORT BEACON,
 LW1751'0.4 METER (1.2 FT) NORTHWEST FROM A METAL WITNESS POST AND
 LW1751'0.3 METER (1.1 FT) NORTH-NORTHEAST FROM A CHAIN LINK FENCE THAT
 LW1751'SURROUNDS THE AIRPORT BEACON.
 LW1751'
 LW1751'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 LW1751'
 LW1751'DESCRIBED BY J. N. LEONHARDT.
 LW1751
 LW1751                          STATION RECOVERY (1985)
 LW1751
 LW1751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LW1751'1.6 KM (1.0 MI) SW FROM ELMVILLE.
 LW1751'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF DANIELSON
 LW1751'AND 1.6 KM (1.0 MI) SOUTHWEST OF ELMVILLE.  OWNERSHIP--STATE OF
 LW1751'CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM AIRPORT, NORTH WINDHAM CT
 LW1751'06256, PHONE 203-423-9348. NOTE--CONTACT ABOVE BEFORE ENTERING
 LW1751'AIRPORT.  TO REACH THE STATION FROM THE POST OFFICE IN DANIELSON, GO
 LW1751'SOUTHERLY ON MAIN STREET (STATE HIGHWAY 12) FOR 0.1 KM (0.05 MI) TO A
 LW1751'TRAFFIC CIRCLE AND THE JUNCTION OF MAPLE STREET ON RIGHT. TURN SHARP
 LW1751'RIGHT AND GO NORTHERLY ON MAPLE STREET FOR 2.3 KM (1.45 MI) TO A PAVED
 LW1751'STREET LEFT AND A SIGN (DANIELSON AIRPORT). TURN LEFT AND GO WESTERLY
 LW1751'ON THE STREET FOR 0.5 KM (0.3 MI) TO A WHITE BUILDING ON RIGHT. TURN
 LW1751'RIGHT AND GO FOR ABOUT 30 METERS (100 FT) TO AN AIRPORT BEACON AND
 LW1751'REFERENCE MARK 3 ON LEFT.  SET INTO THE TOP OF A ROUND CONCRETE
 LW1751'MONUMENT 30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 LW1751'31.1 METERS (102.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 LW1751'THE OFFICE BUILDING, 8.2 METERS (27.0 FT) WEST-NORTHWEST FROM A POWER
 LW1751'POLE, 2.7 METERS (9.0 FT) NORTH FROM AN AIRPORT BEACON, 0.4 METER
 LW1751'(1.2 FT) NORTHWEST FROM A METAL WITNESS POST AND 0.3 METER (1.1 FT)
 LW1751'NORTH-NORTHEAST FROM A CHAIN LINK FENCE THAT SURROUNDS THE AIRPORT
 LW1751'BEACON.
 LW1751
 LW1751                          STATION RECOVERY (1996)
 LW1751
 LW1751'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3515 ***********************************************************************
 LX3515  DESIGNATION -  GOSHEN
 LX3515  PID         -  LX3515
 LX3515  STATE/COUNTY-  CT/LITCHFIELD
 LX3515  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3515
 LX3515                         *CURRENT SURVEY CONTROL
 LX3515  ___________________________________________________________________
 LX3515* NAD 83(1996)-  41 49 34.13700(N)    073 13 23.23651(W)     ADJUSTED  
 LX3515* NAVD 88     -       417.     (meters)    1368.     (feet)  SCALED    
 LX3515  ___________________________________________________________________
 LX3515  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 LX3515  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX3515
 LX3515  HORZ ORDER  -  FIRST
 LX3515
 LX3515.The horizontal coordinates were established by classical geodetic methods
 LX3515.and adjusted by the National Geodetic Survey in August 1998..
 LX3515
 LX3515.The orthometric height was scaled from a topographic map.
 LX3515
 LX3515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3515
 LX3515.The geoid height was determined by GEOID03.
 LX3515
 LX3515;                    North         East     Units Scale Factor Converg.
 LX3515;SPC CT       -   262,770.527   265,495.987   MT  0.99999614   -0 18 49.3
 LX3515;SPC CT       -   862,106.30    871,048.08   sFT  0.99999614   -0 18 49.3
 LX3515;UTM  18      - 4,632,000.180   647,559.402   MT  0.99986794   +1 11 06.6
 LX3515
 LX3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3515!SPC CT       -   0.99993923  x   0.99999614  =   0.99993537
 LX3515!UTM  18      -   0.99993923  x   0.99986794  =   0.99980718
 LX3515
 LX3515|---------------------------------------------------------------------|
 LX3515| PID    Reference Object                     Distance      Geod. Az  |
 LX3515|                                                           dddmmss.s |
 LX3515| CB3456 GOSHEN RM 1                          56.507 METERS 00550     |
 LX3515| LX3516 737                                  41.833 METERS 10504     |
 LX3515| CB3457 GOSHEN RM 2                          18.508 METERS 15034     |
 LX3515| LX3522 5851                                148.751 METERS 15437     |
 LX3515| LX3613 MOHAWK FIRE TOWER                   APPROX. 6.1 KM 2645845.3 |
 LX3515|---------------------------------------------------------------------|
 LX3515
 LX3515                          SUPERSEDED SURVEY CONTROL
 LX3515
 LX3515  NAD 83(1996)-  41 49 34.13691(N)    073 13 23.23682(W) AD(       ) 1
 LX3515  NAD 83(1992)-  41 49 34.13749(N)    073 13 23.23740(W) AD(       ) 1
 LX3515  NAD 83(1992)-  41 49 34.13842(N)    073 13 23.23813(W) AD(       ) 1
 LX3515  NAD 83(1986)-  41 49 34.13903(N)    073 13 23.24078(W) AD(       ) 1
 LX3515  NAD 27      -  41 49 33.79200(N)    073 13 24.82800(W) AD(       ) 1
 LX3515
 LX3515.Superseded values are not recommended for survey control.
 LX3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3515.See file dsdata.txt to determine how the superseded data were derived.
 LX3515
 LX3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4755932000(NAD 83)
 LX3515_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3515_SETTING: 66 = SET IN ROCK OUTCROP
 LX3515_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3515_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3515+STABILITY: POSITION/ELEVATION WELL
 LX3515
 LX3515  HISTORY     - Date     Condition        Report By
 LX3515  HISTORY     - 1938     MONUMENTED       CTGS
 LX3515  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX3515  HISTORY     - 1984     POOR             NGS
 LX3515
 LX3515                          STATION DESCRIPTION
 LX3515
 LX3515'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3515'IN NORTH EDGE OF FIELD ON THE GOSHEN FAIR GROUNDS, 150 FEET
 LX3515'WEST OF CENTER LINE OF ROAD, AND 140 FEET WEST-SOUTHWEST OF
 LX3515'TELEPHONE POLE NO. 817.  STATION IS STAMPED GOSHEN-1938.
 LX3515'
 LX3515'TO REACH FROM INTERSECTION OF STATE HIGHWAYS 61 AND 4 AT
 LX3515'ROTARY IN GOSHEN, GO SOUTH ON STATE HIGHWAY 61 FOR 0.5 MILE TO
 LX3515'BARWAY ON LEFT NEAR TELEPHONE POLE NO. 817.
 LX3515'
 LX3515'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX3515'OUTCROPPING BEDROCK AND IN LEDGE, NOTES 4A AND 12A.
 LX3515'
 LX3515'REFERENCE MARK NO. 1 IS 185.48 FEET NORTH-NORTHEAST OF ROAD,
 LX3515'AND 100 FEET WEST OF CENTER LINE OF ROAD, AND IS STAMPED
 LX3515'GOSHEN-1938-NO. 1.  REFERENCE MARK NO. 2 IS 60.97 FEET
 LX3515'SOUTHEAST OF THE STATION, AND 130 FEET WEST OF CENTER LINE OF
 LX3515'ROAD, AND STAMPED GOSHEN-1938-NO. 2.
 LX3515'
 LX3515'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3515
 LX3515                          STATION RECOVERY (1971)
 LX3515
 LX3515'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX3515'GOSHEN 1938 EXCELLENT.
 LX3515'
 LX3515'GOSHEN 1938 NO. 1 EXCELLENT.
 LX3515'
 LX3515'GOSHEN 1938 NO. 2 EXCELLENT
 LX3515'
 LX3515'DESCRIPTION- ROUTE 61 HAS SINCE BEEN CHANGED TO ROUTE 63.
 LX3515
 LX3515                          STATION RECOVERY (1984)
 LX3515
 LX3515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3515'THE STATION WAS RECOVERED AT THIS DATE.
 LX3515'THE STATION MARK WAS RECOVERED IN POOR CONDITION, THE DISK HAS BEEN
 LX3515'HIT BUT IT IS STILL SOLID. REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3515'IN GOOD CONDITION. THE DIRECTION DID COMPARE WITH 1938 DATA. THE
 LX3515'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.09 FOOT
 LX3515'AND REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.25 FOOT AS
 LX3515'COMPARED TO THE 1938 DATA. A NEW DESCRIPTION FOLLOWS.
 LX3515'
 LX3515'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 LX3515'SOUTH OF GOSHEN AND IN THE GOSHEN FAIRGROUNDS.
 LX3515'OWNERSHIP--GOSHEN AGRICULTURAL SOCIETY, MR RICHARD KOBYLENSKI,
 LX3515'GOSHEN TOWNHALL, GOSHEN CT 06756, PHONE 203-491-2308.
 LX3515'
 LX3515'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 63
 LX3515'IN GOSHEN, AT THE ROTARY, GO SOUTH ON HIGHWAY 63 FOR 1.0 KM (0.6
 LX3515'MI) TO A ROAD RIGHT, MAIN ENTRANCE TO THE GOSHEN FAIRGROUNDS. TURN
 LX3515'RIGHT, WEST, FOR 0.1 KM (0.05 MI) TO A DIRT CROSSROAD. TURN RIGHT,
 LX3515'NORTH FOR 0.2 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 LX3515'
 LX3515'THE STATION IS A STANDARD CGS DISK
 LX3515'STAMPED---GOSHEN 1938---,
 LX3515'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3515'34.7 METERS (114.0 FT) WEST FROM A CHAIN LINK FENCE,
 LX3515'29.0 METERS (95.0 FT) SOUTH FROM A 4 BY 4 INCH WOODEN FENCE POST
 LX3515'AND
 LX3515'9.1 METERS (30 FT) EAST FROM THE CENTER OF A DIRT ROAD.
 LX3515'
 LX3515'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 LX3515'STAMPED---GOSHEN 1 1938---,
 LX3515'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3515'17.7 METERS (58.0 FT) EAST-NORTHEAST FROM THE CENTER OF GATE, NORTH
 LX3515'ENTRANCE TO THE FAIRGROUNDS AND
 LX3515'4.0 METERS (13.0 FT) SOUTH FROM A WITNESS POST IN A FENCE LINE.
 LX3515'MARK IS LEVEL WITH THE STATION.
 LX3515'
 LX3515'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 LX3515'STAMPED---GOSHEN 2 1938---,
 LX3515'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3515'29.0 METERS (95.0 FT) WEST FROM A CHAIN LINK FENCE AND
 LX3515'18.0 METERS (59.0 FT) EAST FROM THE CENTER OF THE DIRT ROAD.
 LX3515'MARK IS LEVEL WITH THE STATION.
 LX3515'
 LX3515'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 LX3515'
 LX3515'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3515'
 LX3515'AN EDM TIE WAS MADE TO STATION 5851 CTGS. SEE DESCRIPTION THEREOF.
 LX3515'
 LX3515'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5251 ***********************************************************************
 LX5251  DESIGNATION -  GOSHEN
 LX5251  PID         -  LX5251
 LX5251  STATE/COUNTY-  CT/NEW LONDON
 LX5251  USGS QUAD   -  NEW LONDON (1984)
 LX5251
 LX5251                         *CURRENT SURVEY CONTROL
 LX5251  ___________________________________________________________________
 LX5251* NAD 83(1996)-  41 17 57.25449(N)    072 06 44.49444(W)     ADJUSTED  
 LX5251* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5251  ___________________________________________________________________
 LX5251  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 LX5251  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX5251
 LX5251  HORZ ORDER  -  THIRD
 LX5251
 LX5251.The horizontal coordinates were established by classical geodetic methods
 LX5251.and adjusted by the National Geodetic Survey in August 1998..
 LX5251
 LX5251.The orthometric height was scaled from a topographic map.
 LX5251
 LX5251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5251
 LX5251.The geoid height was determined by GEOID03.
 LX5251
 LX5251;                    North         East     Units Scale Factor Converg.
 LX5251;SPC CT       -   204,339.382   358,204.300   MT  0.99999147   +0 25 22.1
 LX5251;SPC CT       -   670,403.46  1,175,208.61   sFT  0.99999147   +0 25 22.1
 LX5251;SPC NY L     -   127,475.618   458,088.340   MT  1.00002558   +1 14 04.8
 LX5251;SPC NY L     -   418,226.26  1,502,911.50   sFT  1.00002558   +1 14 04.8
 LX5251;UTM  18      - 4,575,998.858   741,766.681   MT  1.00031941   +1 54 24.3
 LX5251
 LX5251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5251!SPC CT       -   1.00000486  x   0.99999147  =   0.99999633
 LX5251!SPC NY L     -   1.00000486  x   1.00002558  =   1.00003044
 LX5251!UTM  18      -   1.00000486  x   1.00031941  =   1.00032427
 LX5251
 LX5251|---------------------------------------------------------------------|
 LX5251| PID    Reference Object                     Distance      Geod. Az  |
 LX5251|                                                           dddmmss.s |
 LX5251| LX5363 GOSHEN RM 2                          16.320 METERS 02239     |
 LX5251| LX5252 HARKNESS FLAGPOLE                   160.998 METERS 03127     |
 LX5251| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 3.0 KM 0755039.4 |
 LX5251| LX5418 SEASIDE SANITARIUM SPIRE            APPROX. 1.5 KM 2803502.4 |
 LX5251| LX5401 GOSHEN RM 1                          11.967 METERS 32726     |
 LX5251|---------------------------------------------------------------------|
 LX5251
 LX5251                          SUPERSEDED SURVEY CONTROL
 LX5251
 LX5251  NAD 83(1992)-  41 17 57.25329(N)    072 06 44.49345(W) AD(       ) 3
 LX5251  NAD 83(1986)-  41 17 57.25459(N)    072 06 44.49955(W) AD(       ) 3
 LX5251  NAD 27      -  41 17 56.90700(N)    072 06 46.21600(W) AD(       ) 3
 LX5251
 LX5251.Superseded values are not recommended for survey control.
 LX5251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5251.See file dsdata.txt to determine how the superseded data were derived.
 LX5251
 LX5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4176775999(NAD 83)
 LX5251_MARKER: DS = TRIANGULATION STATION DISK
 LX5251_SETTING: 80 = SET IN A BOULDER
 LX5251_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5251+STABILITY: SURFACE MOTION
 LX5251
 LX5251  HISTORY     - Date     Condition        Report By
 LX5251  HISTORY     - 1934     MONUMENTED       CGS
 LX5251  HISTORY     - 1943     GOOD             CGS
 LX5251  HISTORY     - 1948     GOOD             CGS
 LX5251  HISTORY     - 1954     GOOD             CGS
 LX5251  HISTORY     - 1965     SEE DESCRIPTION  LOCSUR
 LX5251  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX5251  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5251  HISTORY     - 1976     SEE DESCRIPTION  USCG
 LX5251  HISTORY     - 1983     POOR             USPSQD
 LX5251
 LX5251                          STATION DESCRIPTION
 LX5251
 LX5251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5251'THE STATION IS LOCATED ON THE EXTREME SOUTHERN PART OF GOSHEN
 LX5251'POINT AND IS ON THE ESTATE OF E.S. HARKNESS.  THE STATION IS A
 LX5251'STANDARD DISC SET IN THE TOP OF A LARGE BOULDER THAT IS CUT OFF
 LX5251'FROM THE MAINLAND AT HIGH WATER.  THE TOP OF THE BOULDER IS ABOUT
 LX5251'1 METER ABOVE HIGH WATER MARK.  THERE IS A 9-HOLE GOLF COURSE
 LX5251'JUST N OF THE STATION.
 LX5251'
 LX5251'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5251'IN A BOULDER.  REFERENCE MARKS NO. 1 AND
 LX5251'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER.
 LX5251'
 LX5251'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN THE
 LX5251'TOPS OF BOULDERS ON THE GOLF COURSE AND ARE NW AND NE OF THE
 LX5251'STATION RESPECTIVELY.
 LX5251'
 LX5251'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5251
 LX5251                          STATION RECOVERY (1943)
 LX5251
 LX5251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5251'STATION WAS RECOVERED AS DESCRIBED, AND THE STATION MARK WAS
 LX5251'FOUND IN GOOD CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED,
 LX5251'AND, THEREFORE, TWO NEW REFERENCE MARKS WERE ESTABLISHED AT THIS
 LX5251'TIME.  NEW DESCRIPTION FOLLOWS--
 LX5251'
 LX5251'STATION IS LOCATED ON THE EXTREME S PART OF GOSHEN POINT, AND
 LX5251'IS ON THE ESTATE OF E.S. HARKNESS.  IT IS JUST S OF A 9-HOLE GOLF
 LX5251'COURSE, AND ABOUT 20 FT. S OF THE SEAWALL.  THE STATION MARK
 LX5251'IS STAMPED GOSHEN 1934 AND IS SET IN A DRILL HOLE IN THE TOP
 LX5251'OF A LARGE BOULDER THAT IS CUT OFF FROM THE MAINLAND AT HIGH
 LX5251'WATER.  THE TOP OF THE BOULDER IS ABOUT 1 M. ABOVE THE HIGH
 LX5251'WATERMARK.
 LX5251'
 LX5251'REFERENCE MARK 3 IS E-NE OF THE STATION, AND IS 3.5 FT.
 LX5251'S OF THE SEAWALL.  IT IS STAMPED GOSHEN NO 3 1943 AND PROJECTS
 LX5251'ABOUT 8 IN.
 LX5251'
 LX5251'REFERENCE MARK 4 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 LX5251'DISK, STAMPED GOSHEN NO 4 1943 AND IS SET IN A DRILL HOLE IN A
 LX5251'LARGE MASS OF CONCRETE ON TOP OF THE SEAWALL.
 LX5251'
 LX5251'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 156
 LX5251'AND THE PLEASANT BEACH ROAD WHICH IS ABOUT 3 MI. SW OF NEW
 LX5251'LONDON, GO S ON THE PLEASANT BEACH ROAD FOR 3.3 MI. TO A
 LX5251'T-ROAD.  TURN RIGHT AND GO 0.2 MI. TO A GATE ON THE RIGHT, TURN
 LX5251'RIGHT AND PASS THROUGH THE GATE AND FOLLOW A DIRT ROAD FOR 0.7
 LX5251'MI. TO ARMY BUILDINGS.  CONTINUE STRAIGHT AHEAD ON THE ROAD THAT
 LX5251'PARALLELS THE BEACH AND GOLF COURSE FOR 0.2 MI. TO THE STATION
 LX5251'ON THE LEFT.
 LX5251
 LX5251                          STATION RECOVERY (1948)
 LX5251
 LX5251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5251'THIS STATION WAS RECOVERED AS DESCRIBED BUT REFERENCE MARKS 1 AND
 LX5251'2 WERE NOT FOUND.  LOCAL INFORMATION DECLARES THAT REFERENCE MARK
 LX5251'1 IS STILL IN.  A THIRD REFERENCE MARK WAS FOUND APPROXIMATELY E
 LX5251'OF STATION AT ABOUT THE MEAN LOW-WATER LINE AND WAS STAMPED
 LX5251'GOSHEN R M NO 3 1943.
 LX5251
 LX5251                          STATION RECOVERY (1954)
 LX5251
 LX5251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5251'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 LX5251'ORIGINAL DESCRIPTION BY G.C.M. IS ADEQUATE, EXCEPT THAT THE
 LX5251'E.S. HARKNESS ESTATE IS NOW THE HARKNESS MEMORIAL STATE PARK.  THE
 LX5251'NINE-HOLE GOLF COURSE HAS BEEN ABANDONED.
 LX5251'
 LX5251'REFERENCE MARKS 3 AND 4 ESTABLISHED BY F.N. IN 1943 COULD NOT
 LX5251'BE FOUND.  THE SEAWALL HAS BEEN BADLY DAMAGED BY STORM WAVES,
 LX5251'AND IT IS PROBABLE THAT THESE TWO MARKS ARE LOST.
 LX5251'
 LX5251'IT WILL BE NOTED THAT THE DISTANCES AND DIRECTIONS TO REFERENCE
 LX5251'MARKS 1 AND 2 DO NOT CHECK THE OBSERVATIONS BY G.C.M. IN
 LX5251'1934.  THESE MARKS ARE NOW OUTSIDE THE STORM HIGH-WATERLINE.  IT
 LX5251'IS QUITE PROBABLE THAT THE BOULDERS HAVE BEEN SHIFTED BY STORM
 LX5251'WAVES AND EROSION.  IT APPEARS, HOWEVER, THAT THE STATION MARK
 LX5251'HAS NOT MOVED APPRECIABLY SINCE IT FURNISHED A SATISFACTORY
 LX5251'THIRD-ORDER CHECK FOR THE LOCATION OF INTERSECTION STATION
 LX5251'BARTLETT REEF LIGHT.  THE STATION IS IN A MUCH LARGER
 LX5251'BOULDER THAN EITHER REFERENCE MARK 1 OR REFERENCE MARK 2.
 LX5251
 LX5251                          STATION RECOVERY (1965)
 LX5251
 LX5251'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965
 LX5251'LETTER OF PHILIP W. GENOVESE AND ASSOC. NEW HAVEN, CONN. DATED
 LX5251'MAY 13, 1965--
 LX5251'
 LX5251'STATION MARK IS ABOUT 2 FEET FROM EDGE OF LARGE BOULDER NOT ON
 LX5251'HIGH POINT.  BOULDER APPEARS TO HAVE ROLLED DUE TO EROSION OF
 LX5251'UNDERLYING SAND.  REFERENCE MONUMENTS APPEARED UNDISTURBED.
 LX5251'
 LX5251'R.M. 1 IS 41.41 FEET FROM STATION.  R.M. 2 IS 54.38 FEET FROM
 LX5251'STATION.  R.M. 1 TO R.M. 2 IS 44.805 FEET.
 LX5251
 LX5251                          STATION RECOVERY (1965)
 LX5251
 LX5251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFD)
 LX5251'ONE POSITION ONLY WAS TAKEN FROM A PRECARIOUS SETUP FOR THE
 LX5251'FOLLOWING 1965 ANGLES, NEW LONDON LEDGE LIGHTHOUSE 1932 AS
 LX5251'INITIAL--
 LX5251'
 LX5251'STATION MARK, RMS 1, 2, AND 3 WERE RECOVERED, RM 4 WAS NOT
 LX5251'FOUND.  THE BOULDER CONTAINING THE STATION DISK APPEARS TO HAVE
 LX5251'BEEN DRAGGED SEAWARD MORE THAN 1/2 METER BY UNDERMINING WAVE
 LX5251'ACTION, AS NEITHER ANGLES NOR DISTANCES TO THE RMS CHECKED.  IT IS
 LX5251'POSSIBLE THAT RMS 1 AND 3 MAY HAVE BEEN SIMILARLY DISTURBED, THE
 LX5251'BULK OF THE BOULDERS IN WHICH THEY ARE SET APPARENTLY BEING
 LX5251'ABOVE GROUND.  RM 1 IS ABOUT STORM TIDE WATER LINE.  RM 3 BELOW
 LX5251'NORMAL WATER LEVEL.
 LX5251'
 LX5251'STATION MARK IS NOT IN THE HIGHEST PART OF THE BOULDER, NOR IS IT
 LX5251'CENTERED, BUT A LATIN INSCRIPTION CHISELED IN THE SOUTHERN FACE
 LX5251'OF THE BOULDER WITH DATE 1889 IS HORIZONTAL WHICH WOULD SEEM TO
 LX5251'INDICATE THE BOULDER HAD SLID SEAWARD RATHER THAN ROLLED.  ROUGHLY
 LX5251'TRIANGULAR, THE BOULDER IS ABOUT 4 FEET HIGH WITH 9-FOOT SIDES.
 LX5251'
 LX5251'THE FORMER HARKNESS ESTATE IS NOW HARKNESS MEMORIAL PARK, AND
 LX5251'STREET NAMES HAVE BEEN CHANGED.  TO REACH THE STATION FROM
 LX5251'WATERFORD, CONN., GO SOUTHWEST ON STATE ROUTE 156 A SHORT WAY TO
 LX5251'THE JUNCTION OF STATE ROUTES 156 AND 213, GO LEFT AND FOLLOW 213
 LX5251'SOUTHWARD FOR 3.3 MILES TO THE ENTRANCE TO HARKNESS MEMORIAL
 LX5251'STATE PARK ON THE RIGHT, TURN RIGHT AND PASS THE PARKING AREA AND
 LX5251'THE PICNIC AREA TO THE BEACH, GO LEFT ALONG THE SHORE LINE FOR
 LX5251'0.1 MILE TO THE STATION ON THE RIGHT.  (HARKNESS MANSION IS NOW A
 LX5251'MUSEUM, AND THE GOLF COURSE IS GONE.) THE BOULDER LAYS BETWEEN
 LX5251'A POINT OF MANY BOULDERS (VISIBLE AT LOW WATER) AND A POINT OF
 LX5251'EXPOSED BEDROCK.
 LX5251
 LX5251                          STATION RECOVERY (1968)
 LX5251
 LX5251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5251'STATION AND RMS 1, 2, AND 3 WERE RECOVERED AS DESCRIBED BY
 LX5251'R.F.D. IN 1965.  THE POSITION OF THE STATION IS DOUBTFUL.
 LX5251
 LX5251                          STATION RECOVERY (1976)
 LX5251
 LX5251'RECOVERY NOTE BY US COAST GUARD 1976
 LX5251'STATION RECOVERED BUT ROCK HAS APPARENTLY MOVED.  STATION SHOULD
 LX5251'BE RELOCATED.  REFERENCE MARK 1 IS IN GOOD LOCATION.
 LX5251
 LX5251                          STATION RECOVERY (1983)
 LX5251
 LX5251'RECOVERY NOTE BY US POWER SQUADRON 1983 (DVL)
 LX5251'STATION NOT LEGIBLE RECOVERED POOR.
 LX5251'
 LX5251'RM 1 AND 2 BARELY LEGIBLE POOR CONDITION, R.M. 3 NOT RECOVERED,
 LX5251'AZIMUTH EXCELLENT.  WOULD SUGGEST OMITTING DIRECTION IN REFERENCE TO
 LX5251'GUARD RAIL POST WHICH IS NOT IN PUBLIC AREA OF PARK.  TO REACH THE
 LX5251'STATION FROM THE JUNCTION OF STATE HIGHWAYS 156 AND 213 IN
 LX5251'WATERFORD FOLLOW RT. 213 SE FOR 3.2 MILES TO NEW ENTRANCE TO
 LX5251'HARKNESS MEM.  PARK.  FROM PARKING LOT GO S TO FORMER RETAINING
 LX5251'WALL - MARK IS SLIGHTLY S. W. OF THE MANSION - THE BOULDER
 LX5251'WHICH IT IS EMBEDDED IN HAS AN INSCRIPTION CHISLED INTO IT.
 LX5251'
 LX5251'THERE WERE NO WITNESS POST EVIDENT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5373 ***********************************************************************
 LX5373  DESIGNATION -  GOSHEN 2 RESET
 LX5373  PID         -  LX5373
 LX5373  STATE/COUNTY-  CT/NEW LONDON
 LX5373  USGS QUAD   -  NEW LONDON (1984)
 LX5373
 LX5373                         *CURRENT SURVEY CONTROL
 LX5373  ___________________________________________________________________
 LX5373* NAD 83(1996)-  41 17 57.23909(N)    072 06 44.47357(W)     ADJUSTED  
 LX5373* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 LX5373  ___________________________________________________________________
 LX5373  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 LX5373  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX5373
 LX5373  HORZ ORDER  -  SECOND
 LX5373
 LX5373.The horizontal coordinates were established by classical geodetic methods
 LX5373.and adjusted by the National Geodetic Survey in August 1998..
 LX5373
 LX5373.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5373
 LX5373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5373
 LX5373.The geoid height was determined by GEOID03.
 LX5373
 LX5373;                    North         East     Units Scale Factor Converg.
 LX5373;SPC CT       -   204,338.910   358,204.789   MT  0.99999147   +0 25 22.1
 LX5373;SPC CT       -   670,401.91  1,175,210.21   sFT  0.99999147   +0 25 22.1
 LX5373;SPC NY L     -   127,475.153   458,088.836   MT  1.00002558   +1 14 04.8
 LX5373;SPC NY L     -   418,224.73  1,502,913.12   sFT  1.00002558   +1 14 04.8
 LX5373;UTM  18      - 4,575,998.399   741,767.182   MT  1.00031942   +1 54 24.3
 LX5373
 LX5373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5373!SPC CT       -   1.00000470  x   0.99999147  =   0.99999617
 LX5373!SPC NY L     -   1.00000470  x   1.00002558  =   1.00003028
 LX5373!UTM  18      -   1.00000470  x   1.00031942  =   1.00032412
 LX5373
 LX5373|---------------------------------------------------------------------|
 LX5373| PID    Reference Object                     Distance      Geod. Az  |
 LX5373|                                                           dddmmss.s |
 LX5373| LX5363 GOSHEN RM 2                          16.583 METERS 02029     |
 LX5373| CZ6540 GOSHEN 2 AZ MK                                     0423631.7 |
 LX5373| LX5209 GROTON CG TRNG STA TANK             APPROX. 4.6 KM 0601558.5 |
 LX5373| LX5400 GOSHEN RM 3                          19.375 METERS 06653     |
 LX5373| LX5505 BARTLETT REEF LIGHT                 APPROX. 3.4 KM 2171258.5 |
 LX5373| LX5418 SEASIDE SANITARIUM SPIRE            APPROX. 1.5 KM 2803555.8 |
 LX5373| LX5401 GOSHEN RM 1                          12.629 METERS 32644     |
 LX5373|---------------------------------------------------------------------|
 LX5373
 LX5373                          SUPERSEDED SURVEY CONTROL
 LX5373
 LX5373  NAD 83(1992)-  41 17 57.23789(N)    072 06 44.47257(W) AD(       ) 2
 LX5373  NAD 83(1986)-  41 17 57.23918(N)    072 06 44.47867(W) AD(       ) 2
 LX5373  NAD 27      -  41 17 56.88985(N)    072 06 46.20269(W) AD(       ) 2
 LX5373  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 LX5373
 LX5373.Superseded values are not recommended for survey control.
 LX5373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5373.See file dsdata.txt to determine how the superseded data were derived.
 LX5373
 LX5373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4176775998(NAD 83)
 LX5373_MARKER: DS = TRIANGULATION STATION DISK
 LX5373_SETTING: 80 = SET IN A BOULDER
 LX5373_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX5373
 LX5373  HISTORY     - Date     Condition        Report By
 LX5373  HISTORY     - 1975     MONUMENTED       NGS
 LX5373  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX5373  HISTORY     - 1977     GOOD             NGS
 LX5373  HISTORY     - 20011031 POOR             USPSQD
 LX5373
 LX5373                          STATION DESCRIPTION
 LX5373
 LX5373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5373'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE
 LX5373'RECOVERED.  REFERENCE MARK 4 WAS NOT RECOVERED.  THE STATION
 LX5373'MARK DISK WAS FOUND TO BE STAMPED GOSHEN 2 1934.  THERE WAS
 LX5373'NO PREVIOUS DESCRIPTION STATING WHEN THE MARK WAS DESIGNATED
 LX5373'A 2 STATION.  IT APPEARS THAT THE BOULDER CONTAINING THE
 LX5373'STATION MARK DISK HAS BEEN ROLLED SEAWARD DUE TO EROSION OF
 LX5373'UNDERLYING SAND.  THE DISK IS NOT IN THE TOP OF THE BOULDER
 LX5373'BUT IS ON THE SEAWARD SIDE.  THE BOULDER CONTAINING THE DISK
 LX5373'IS AT THE WATERS EDGE AT LOW TIDE AND IN THE WATER AT HIGH
 LX5373'TIDE.  REFERENCE MARKS 1 AND 3 ARE UNDER WATER AT HIGH
 LX5373'TIDE.  THE DIRECTION TO REFERENCE MARKS 1, 2 AND 3 CHECKED
 LX5373'THE 1965 DIRECTIONS.  THE DISTANCE TO REFERENCE MARK 1 WAS
 LX5373'FOUND TO BE LONGER BY 0.006 OF A METER.  THE DISTANCE TO
 LX5373'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.015 OF A
 LX5373'METER AND THE DISTANCE TO REFERENCE MARK 3 WAS FOUND LONGER
 LX5373'BY 0.004 OF A METER.  AN AZIMUTH MARK WAS ESTABLISHED AT THE
 LX5373'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5373'
 LX5373'THE STATION IS ABOUT 4 MILES SOUTH OF NEW LONDON, 4-1/2 MILES
 LX5373'SOUTHEAST OF NIANTIC, 2-3/4 MILES SOUTHEAST OF THE JUNCTION OF
 LX5373'STATE HIGHWAYS 156 AND 213 IN WATERFORD, IN THE HARKNESS
 LX5373'MEMORIAL PARK AND ON PROPERTY OWNED BY THE STATE.
 LX5373'
 LX5373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX5373'156 AND 213 IN WATERFORD, GO SOUTHERLY AND EASTERLY ON HIGHWAY
 LX5373'213 FOR 3.6 MILES TO THE ENTRANCE TO THE HARKNESS MEMORIAL
 LX5373'PARK ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY AND WESTERLY ON
 LX5373'A PARK ROAD FOR 0.6 MILE TO A PARKING LOT ON THE RIGHT.  CONTINUE
 LX5373'AROUND ON PARK ROAD AND GO EASTERLY AND NORTHERLY FOR 0.15 MILE
 LX5373'TO A DRIVEWAY BETWEEN 2 BUILDINGS.  TURN RIGHT AND GO EAST ON
 LX5373'THE DRIVEWAY FOR ABOUT 100 FEET TO A TRACK ROAD.  TURN RIGHT
 LX5373'AND GO SOUTH ON THE TRACK ROAD FOR 0.2 MILE TO THE SHORE
 LX5373'LINE.  TURN RIGHT LEAVING THE TRACK ROAD FOR ABOUT 150 FEET
 LX5373'TO THE STATION ON THE LEFT AS DESCRIBED.
 LX5373'
 LX5373'STATION MARK, STAMPED GOSHEN 2 1934, IS A STANDARD DISK
 LX5373'CEMENTED IN A DRILL HOLE IN A 6 BY 8 FOOT BOULDER THAT PROJECTS
 LX5373'ABOUT 5 FEET.  IT IS 54 FEET SOUTH OF THE SHORE LINE, 50 FEET
 LX5373'SOUTH OF A METAL WITNESS POST AND IN THE WATERS EDGE AT LOW TIDE.
 LX5373'
 LX5373'REFERENCE MARK 1, STAMPED GOSHEN NO 1 1934, IS A STANDARD
 LX5373'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER WHICH
 LX5373'PROJECTS ABOUT 2 FEET.  IT IS 45 FEET WEST OF A METAL WITNESS
 LX5373'POST, 40 FEET NORTH OF THE WATERS EDGE AT LOW TIDE AND 4 FEET
 LX5373'SOUTH OF THE SHORE LINE.
 LX5373'
 LX5373'REFERENCE MARK 2, STAMPED GOSHEN NO 2 1934, IS A STANDARD
 LX5373'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER
 LX5373'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 50 FEET NORTH
 LX5373'OF THE WATERS EDGE AT LOW TIDE, 4 FEET SOUTH OF A METAL WITNESS
 LX5373'POST AND ON THE SHORE LINE.
 LX5373'
 LX5373'REFERENCE MARK 3 IS A STANDARD DISK CEMENTED IN A DRILL
 LX5373'HOLE IN A BOULDER THAT IS 2 BY 3 FOOT IN SIZE AND PROJECTS
 LX5373'ABOUT 14 INCHES.  THE STAMPING ON THE DISK HAS BEEN
 LX5373'OBLITERATED AND IS NO LONGER VISIBLE.  IT IS 56 FEET SOUTHEAST
 LX5373'OF A METAL WITNESS POST, 50 FEET SOUTH OF THE SHORE LINE
 LX5373'AND AT THE WATERS EDGE AT LOW TIDE.
 LX5373'
 LX5373'AZIMUTH MARK, STAMPED GOSHEN 2 AZ MK 1975, IS A STANDARD
 LX5373'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 LX5373'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 195 FEET
 LX5373'SOUTHEAST OF A GUARD RAIL POST WHICH IS THE MOST WESTERN 1 OF
 LX5373'A LINE OF 8, 96 FEET NORTHWEST OF THE WATERS EDGE AT LOW TIDE
 LX5373'AND 9 FEET SOUTH OF A METAL WITNESS POST.
 LX5373'
 LX5373'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG
 LX5373'THE BEACH FOR 0.5 MILE TO THE MARK ON THE RIGHT ON A SMALL HILL
 LX5373'AS DESCRIBED.
 LX5373'
 LX5373'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX5373'
 LX5373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5373'2-3/4 MILES SOUTHEAST OF WATERFORD.
 LX5373
 LX5373                          STATION RECOVERY (1977)
 LX5373
 LX5373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LX5373'STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH MARK
 LX5373'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND
 LX5373'DIRECTIONS TO THE MARKS CHECKED WITH THE 1975 DATA.
 LX5373'
 LX5373'STATION IS LOCATED ABOUT 4 MILES SOUTH OF NEW LONDON, ABOUT
 LX5373'4-1/2 MILES SOUTHEAST OF NIANIC, ABOUT 2-3/4 MILES SOUTHEAST OF
 LX5373'THE JUNCTION OF STATE HIGHWAYS 156 AND 213 IN WATERFORD AND IS
 LX5373'ON THE BEACH AT THE HARKNESS MEMORIAL PARK ON STATE PROPERTY.
 LX5373'
 LX5373'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 156
 LX5373'AND 213 IN WATERFORD, GO SOUTHERLY AND EASTERLY ON STATE
 LX5373'HIGHWAY 213 FOR 3.3 MILES TO SIDE ROAD RIGHT, CONTINUE ON STATE
 LX5373'HIGHWAY 213 FOR 0.15 MILE TO ENTRANCE TO HARKNESS MEMORIAL PARK,
 LX5373'TURN RIGHT INTO PARK, GO SOUTHERLY FOR 0.55 MILE TO PARKING LOT
 LX5373'ON RIGHT, CONTINUE ON PARK ROAD EAST AND NORTH FOR 0.2 MILE,
 LX5373'TURN RIGHT ON NORTH SIDE OF LAST BUILDING, GO EAST ABOUT 100
 LX5373'FEET, TURN RIGHT, GO SOUTH ON TRACK ROAD FOR 0.2 MILE TO SHORE
 LX5373'LINE, TURN RIGHT, GO WESTERLY ALONG SHORE LINE FOR 0.15 MILE
 LX5373'TO STATION ON BEACH TO THE LEFT.
 LX5373'
 LX5373'STATION MARK IS A STANDARD DISK SET IN DRILL HOLE IN A 6 X 8
 LX5373'FOOT BOULDER PROJECTING ABOUT 3 FEET ABOVE THE SANDY BEACH, AND
 LX5373'IS STAMPED GOSHEN 2 1975.  THE DISK IS NOT ON THE HIGHEST PART OF
 LX5373'BOULDER BUT IS ON THE SEAWARD SIDE, THE BOULDER HAS SOME CARVINGS
 LX5373'ON THE SOUTH SIDE AND IS IN THE WATER AT HIGH TIDE.  50 FEET
 LX5373'SOUTH OF EDGE OF LAWN.
 LX5373'
 LX5373'REFERENCE MARK 1 IS A STANDARD DISK SET IN DRILL HOLE IN A
 LX5373'3 X 4 FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND AND IS
 LX5373'STAMPED GOSHEN NO 1 1934.  IT IS 50 FEET NORTH OF WATER AT LOW
 LX5373'TIDE AND 4 FEET SOUTH OF EDGE OF LAWN.
 LX5373'
 LX5373'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LX5373'2 X 3 FOOT BOULDER FLUSH WITH THE SANDY BEACH AND IS STAMPED
 LX5373'GOSHEN NO 2 1934.  IT IS 50 FEET NORTH OF WATER AT LOW TIDE
 LX5373'AND 1 FOOT SOUTH OF EDGE OF LAWN.
 LX5373'
 LX5373'REFERENCE MARK 3 IS A STANDARD DISK SET A DRILL HOLE IN A 2 X 3
 LX5373'FOOT BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE SANDY BEACH AND
 LX5373'IS STAMPED GOSHEN NO 3 1934.  50 FEET SOUTH OF EDGE OF LAWN.
 LX5373'
 LX5373'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK SET IN A DRILL
 LX5373'HOLE IN OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED
 LX5373'GOSHEN 2 AZ MK 1975.  IT IS ON A SMALL ROCKY KNOLL ABOUT 1/2 MILE
 LX5373'EAST OF STATION, 150 FEET SOUTHEAST OF THE WESTERN MOST GUARD
 LX5373'RAIL POST AND 95 FEET NORTHWEST OF WATERS EDGE AT LOW TIDE.
 LX5373'
 LX5373'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ALONG SHORE
 LX5373'FOR ABOUT 1/2 MILE TO SMALL KNOLL AND AZIMUTH MARK IN ABOUT THE
 LX5373'CENTER.
 LX5373'
 LX5373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5373'2-3/4 MILES SOUTHEAST OF WATERFORD.
 LX5373
 LX5373                          STATION RECOVERY (2001)
 LX5373
 LX5373'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5373'STAMPING ON STATION MOSTLY WORN. RM1 AND RM3 CRACKED AND ILLEGIBLE.
 LX5373'RM 2 MOSTLY WORN OFF.RM 1 IS 18 FT FROM LAWN, RM 2 IS 4 FT FROM LAWN.
 LX5373' 
 LX5373'AZIMUTH MARK WILL NOT SEE STATION- CONDITION EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3513 ***********************************************************************
 LX3513  DESIGNATION -  GOSHEN CONG CHURCH SPIRE
 LX3513  PID         -  LX3513
 LX3513  STATE/COUNTY-  CT/LITCHFIELD
 LX3513  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3513
 LX3513                         *CURRENT SURVEY CONTROL
 LX3513  ___________________________________________________________________
 LX3513* NAD 83(1996)-  41 49 54.01290(N)    073 13 29.20849(W)     ADJUSTED  
 LX3513* NAVD 88     -                                                        
 LX3513  ___________________________________________________________________
 LX3513  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 LX3513  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX3513
 LX3513  HORZ ORDER  -  THIRD
 LX3513
 LX3513.The horizontal coordinates were established by classical geodetic methods
 LX3513.and adjusted by the National Geodetic Survey in August 1998..
 LX3513
 LX3513
 LX3513.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3513
 LX3513.The geoid height was determined by GEOID03.
 LX3513
 LX3513;                    North         East     Units Scale Factor Converg.
 LX3513;SPC CT       -   263,384.498   265,361.546   MT  0.99999664   -0 18 53.3
 LX3513;SPC CT       -   864,120.64    870,607.01   sFT  0.99999664   -0 18 53.3
 LX3513;UTM  18      - 4,632,610.345   647,408.966   MT  0.99986739   +1 11 03.1
 LX3513
 LX3513                          SUPERSEDED SURVEY CONTROL
 LX3513
 LX3513  NAD 83(1996)-  41 49 54.01282(N)    073 13 29.20878(W) AD(       ) 4
 LX3513  NAD 83(1992)-  41 49 54.01338(N)    073 13 29.20929(W) AD(       ) 4
 LX3513  NAD 83(1992)-  41 49 54.01426(N)    073 13 29.20998(W) AD(       ) 4
 LX3513  NAD 83(1986)-  41 49 54.01144(N)    073 13 29.20985(W) AD(       ) 4
 LX3513  NAD 27      -  41 49 53.67600(N)    073 13 30.80800(W) AD(       ) 3
 LX3513
 LX3513.Superseded values are not recommended for survey control.
 LX3513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3513.See file dsdata.txt to determine how the superseded data were derived.
 LX3513
 LX3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4740932610(NAD 83)
 LX3513_MARKER: 86 = CUPOLA
 LX3513_SETTING: 0 = UNSPECIFIED SETTING
 LX3513
 LX3513  HISTORY     - Date     Condition        Report By
 LX3513  HISTORY     - 1938     FIRST OBSERVED   CGS
 LX3513  HISTORY     - 1984     GOOD             NGS
 LX3513
 LX3513                          STATION DESCRIPTION
 LX3513
 LX3513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3513'THE STATION WAS RECOVERED AT THIS DATE.
 LX3513'NO PREVIOUS TEXT FOR THIS STATION.
 LX3513'
 LX3513'THE STATION, GOSHEN CHURCH OF CHRIST CONGREGATIONAL CHURCH SPIRE
 LX3513'(CUPOLA) IS LOCATED IN THE TOWN OF GOSHEN, IN THE SOUTHEAST ANGLE
 LX3513'OF THE JUNCTION OF STATE HIGHWAYS 4 AND 63 ABOUT 90 METERS (295
 LX3513'FT) FROM THE TOWN TRAFFIC CIRCLE.
 LX3513'OWNERSHIP--GOSHEN CHURCH OF CHRIST CONG CHURCH, GOSHEN CT 06756.
 LX3513'
 LX3513'NO TO REACH NEEDED SEE GENERAL LOCATION.
 LX3513'
 LX3513'THE LANDMARK IS THE BASE OF THE WEATHER VANE ATOP THE SHINGLED
 LX3513'CUPOLA ROOF. THE CUPOLA HAS EIGHT GLASSED-IN WINDOWS AND SITS ON A
 LX3513'SQUARE SECTION WHICH IN TURN SITS ON A LARGER SQUARE SECTION THAT
 LX3513'HAS A CLOCK ON ITS WEST SIDE. CHURCH IS BUILT OF WOOD, PAINTED
 LX3513'WHITE AND ABOUT 25 METERS (82 FT) HIGH. LOCATED
 LX3513'30 METERS (98 FT) EAST FROM THE CENTER OF HIGHWAY 63.
 LX3513'
 LX3513'DESCRIBED BY G. R. HEID, TYPED BY E. D. WEGNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3624 ***********************************************************************
 LX3624  DESIGNATION -  GOSHEN MOHAWK MTN LOT
 LX3624  PID         -  LX3624
 LX3624  STATE/COUNTY-  CT/LITCHFIELD
 LX3624  USGS QUAD   -  CORNWALL (1984)
 LX3624
 LX3624                         *CURRENT SURVEY CONTROL
 LX3624  ___________________________________________________________________
 LX3624* NAD 83(1996)-  41 49 16.68384(N)    073 17 47.16592(W)     ADJUSTED  
 LX3624* NAVD 88     -                                                        
 LX3624  ___________________________________________________________________
 LX3624  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 LX3624  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3624
 LX3624  HORZ ORDER  -  THIRD
 LX3624
 LX3624.The horizontal coordinates were established by classical geodetic methods
 LX3624.and adjusted by the National Geodetic Survey in August 1998..
 LX3624
 LX3624
 LX3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3624
 LX3624.The geoid height was determined by GEOID03.
 LX3624
 LX3624;                    North         East     Units Scale Factor Converg.
 LX3624;SPC CT       -   262,267.993   259,402.109   MT  0.99999572   -0 21 44.3
 LX3624;SPC CT       -   860,457.57    851,055.09   sFT  0.99999572   -0 21 44.3
 LX3624;UTM  18      - 4,631,338.532   641,481.596   MT  0.99984632   +1 08 10.1
 LX3624
 LX3624                          SUPERSEDED SURVEY CONTROL
 LX3624
 LX3624  NAD 83(1996)-  41 49 16.68378(N)    073 17 47.16623(W) AD(       ) 4
 LX3624  NAD 83(1992)-  41 49 16.68423(N)    073 17 47.16671(W) AD(       ) 4
 LX3624  NAD 83(1992)-  41 49 16.68519(N)    073 17 47.16744(W) AD(       ) 4
 LX3624  NAD 83(1986)-  41 49 16.68468(N)    073 17 47.16826(W) AD(       ) 4
 LX3624  NAD 83(1986)-  41 49 16.68570(N)    073 17 47.16720(W) AD(       ) 4
 LX3624  NAD 27      -  41 49 16.34012(N)    073 17 48.74431(W) AD(       ) 3
 LX3624
 LX3624.Superseded values are not recommended for survey control.
 LX3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3624.See file dsdata.txt to determine how the superseded data were derived.
 LX3624
 LX3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4148231339(NAD 83)
 LX3624_MARKER: 57 = LOOKOUT TOWER
 LX3624
 LX3624  HISTORY     - Date     Condition        Report By
 LX3624  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3624
 LX3624                          STATION DESCRIPTION
 LX3624
 LX3624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3624'THE STATION, IS THE APEX OF THE GOSHEN MOHAWK MOUNTAIN
 LX3624'LOOK OUT CABIN WHICH IS MOUNTED ATOP
 LX3624'AN AMERICAN TELEPHONE AND TELEGRAPH
 LX3624'MICROWAVE TOWER THAT HAS FOUR LARGE CIRCULAR DISHES
 LX3624'FACING NORTH AND SOUTH.  IT IS ABOUT 18.2 METERS (60 FT)
 LX3624'HIGH AND IS INSIDE A FENCED ENCLOSURE.
 LX3624'
 LX3624'THE STATION IS LOCATED 4.8 KM (3 MI) WEST OF GOSHEN,
 LX3624'2.4 KM (1.5 MI) SOUTH OF STATE HIGHWAY 4 ABOUT 50 METERS
 LX3624'(164 FT) SOUTHEAST OF TRIANGULATION STATION MOHAWK MTN 1938.
 LX3624'OWNERSHIP--AMERICAN TELEPHONE AND TELEGRAPH,
 LX3624'LONG LINES DIVISION, CHESHIRE, CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7348 ***********************************************************************
 LX7348  DESIGNATION -  GOSHEN RADIO MAST
 LX7348  PID         -  LX7348
 LX7348  STATE/COUNTY-  CT/LITCHFIELD
 LX7348  USGS QUAD   -  NORFOLK (1969)
 LX7348
 LX7348                         *CURRENT SURVEY CONTROL
 LX7348  ___________________________________________________________________
 LX7348* NAD 83(1996)-  41 52 43.70428(N)    073 12 40.58302(W)     ADJUSTED  
 LX7348* NAVD 88     -                                                        
 LX7348  ___________________________________________________________________
 LX7348  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 LX7348  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX7348
 LX7348  HORZ ORDER  -  THIRD
 LX7348
 LX7348.The horizontal coordinates were established by classical geodetic methods
 LX7348.and adjusted by the National Geodetic Survey in August 1998..
 LX7348
 LX7348
 LX7348.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7348
 LX7348.The geoid height was determined by GEOID03.
 LX7348
 LX7348;                    North         East     Units Scale Factor Converg.
 LX7348;SPC CT       -   268,613.813   266,511.489   MT  1.00000125   -0 18 21.1
 LX7348;SPC CT       -   881,277.15    874,379.78   sFT  1.00000125   -0 18 21.1
 LX7348;UTM  18      - 4,637,867.281   648,421.536   MT  0.99987108   +1 11 39.5
 LX7348
 LX7348                          SUPERSEDED SURVEY CONTROL
 LX7348
 LX7348  NAD 83(1996)-  41 52 43.70422(N)    073 12 40.58326(W) AD(       ) 4
 LX7348  NAD 83(1992)-  41 52 43.70493(N)    073 12 40.58387(W) AD(       ) 4
 LX7348  NAD 83(1992)-  41 52 43.70559(N)    073 12 40.58444(W) AD(       ) 4
 LX7348  NAD 83(1986)-  41 52 43.70464(N)    073 12 40.58516(W) AD(       ) 4
 LX7348  NAD 83(1986)-  41 52 43.70675(N)    073 12 40.58521(W) AD(       ) 4
 LX7348
 LX7348.Superseded values are not recommended for survey control.
 LX7348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7348.See file dsdata.txt to determine how the superseded data were derived.
 LX7348
 LX7348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4842237867(NAD 83)
 LX7348_MARKER: 41 = ANTENNA MAST
 LX7348
 LX7348  HISTORY     - Date     Condition        Report By
 LX7348  HISTORY     - 1984     FIRST OBSERVED   NGS
 LX7348
 LX7348                          STATION DESCRIPTION
 LX7348
 LX7348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7348'THE STATION, GOSHEN USE RADIO MAST IS LOCATED ABOUT 12.4 KM (7.7
 LX7348'MI) SOUTH OF NORFOLK, 11.3 KM (7.0 MI) EAST OF WEST CORNWALL AND
 LX7348'5.3 KM (3.3 MI) NORTH OF GOSHEN. OWNERSHIP--U S ARMY CORPS OF
 LX7348'ENGINEERS, NEW ENGLAND DIVISION, MR AL HARTMAN, THOMASTON DAM,
 LX7348'THOMASTON CT 06787, PHONE 203-283-5540.
 LX7348'
 LX7348'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 4 AND 63 IN
 LX7348'GOSHEN, GO NORTH ON HIGHWAY 63 FOR 6.1 KM (3.8 MI) TO ROAD RIGHT.
 LX7348'TURN RIGHT, EASTERLY DOWN GRADE FOR 1.8 KM (1.15 MI) TO END OF
 LX7348'PAVEMENT. CONTINUE ON DIRT ROAD FOR 0.7 KM (0.45 MI) TO A REVERSE
 LX7348'FORK WOODS ROAD RIGHT TO STATION IVY     . CONTINUE AHEAD ON DIRT
 LX7348'ROAD FOR 0.8 KM (0.55 MI) TO A LANE ON LEFT ACROSS FROM THE IVY
 LX7348'HILL FARMS. TURN LEFT ON LANE FOR 0.3 KM (0.2 MI) TO STATION AT END
 LX7348'OF LANE.
 LX7348'
 LX7348'THE LANDMARK IS THE ANTENNA TOP CENTER, ATOP A 3-LEGGED STEEL
 LX7348'TRUSS-WORK MAST, PAINTED ALTERNATE RED AND WHITE AND AN OVER-ALL
 LX7348'HEIGHT OF 89 METERS (293 FT).
 LX7348'
 LX7348'DESCRIBED BY C. E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6420 ***********************************************************************
 LX6420  DESIGNATION -  GOSS TURRET
 LX6420  PID         -  LX6420
 LX6420  STATE/COUNTY-  CT/NEW HAVEN
 LX6420  USGS QUAD   -  BRANFORD (1984)
 LX6420
 LX6420                         *CURRENT SURVEY CONTROL
 LX6420  ___________________________________________________________________
 LX6420* NAD 83(1996)-  41 15 56.13855(N)    072 46 42.32464(W)     ADJUSTED  
 LX6420* NAVD 88     -                                                        
 LX6420  ___________________________________________________________________
 LX6420  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6420  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX6420
 LX6420  HORZ ORDER  -  THIRD
 LX6420
 LX6420.The horizontal coordinates were established by classical geodetic methods
 LX6420.and adjusted by the National Geodetic Survey in August 1998..
 LX6420
 LX6420
 LX6420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6420
 LX6420.The geoid height was determined by GEOID03.
 LX6420
 LX6420;                    North         East     Units Scale Factor Converg.
 LX6420;SPC CT       -   200,406.357   302,418.832   MT  0.99999403   -0 01 07.8
 LX6420;SPC CT       -   657,499.86    992,185.78   sFT  0.99999403   -0 01 07.8
 LX6420;SPC NY L     -   122,749.484   402,362.737   MT  1.00002115   +0 47 56.4
 LX6420;SPC NY L     -   402,720.60  1,320,085.08   sFT  1.00002115   +0 47 56.4
 LX6420;UTM  18      - 4,570,621.335   686,092.124   MT  1.00002621   +1 27 56.4
 LX6420
 LX6420                          SUPERSEDED SURVEY CONTROL
 LX6420
 LX6420  NAD 83(1992)-  41 15 56.13766(N)    072 46 42.32446(W) AD(       ) 4
 LX6420  NAD 83(1986)-  41 15 56.13968(N)    072 46 42.32767(W) AD(       ) 4
 LX6420  NAD 27      -  41 15 55.79100(N)    072 46 43.97800(W) AD(       ) 3
 LX6420
 LX6420.Superseded values are not recommended for survey control.
 LX6420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6420.See file dsdata.txt to determine how the superseded data were derived.
 LX6420
 LX6420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8609270621(NAD 83)
 LX6420
 LX6420  HISTORY     - Date     Condition        Report By
 LX6420  HISTORY     - 1933     MONUMENTED       CGS
 LX6420  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6420
 LX6420                          STATION DESCRIPTION
 LX6420
 LX6420'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6420'THIS STATION IS ON A LARGE DARK GREEN HOUSE ON THE SHORE FRONT
 LX6420'OF PINE ORCHARD.  THE SIDES ARE SHINGLED AND THE ROOF IS COVERED
 LX6420'WITH VARI-COLORED SLATES.  THE ROOF IS MUCH CUT UP WITH GABLES
 LX6420'AND TURRETS.  INCLUDING THE PORCH, THERE ARE THREE OF THESE
 LX6420'TURRETS.  THE STATION IS ON THE HIGHEST OF THE THREE, AT THE
 LX6420'SOUTHEASTERLY CORNER OF THE HOUSE.  THE ROOF OF THE TURRET IS
 LX6420'HEXAGONAL IN SECTION AND HAS A WEATHERED COPPER FINIAL AND
 LX6420'LIGHTNING ROD.  THE LIGHTNING ROD IS THE AXIS OF A WEATHER
 LX6420'VANE.
 LX6420'
 LX6420'CENTER IS THIS AXIS.
 LX6420'
 LX6420'THE HOUSE IS THE PROPERTY OF JOHN H. GOSS OF WATERBURY,
 LX6420'CONNECTICUT.
 LX6420
 LX6420                          STATION RECOVERY (1961)
 LX6420
 LX6420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6420'STATION COULD NOT BE FOUND.  THERE IS NO HOUSE IN THE AREA
 LX6420'WITH THREE TURRETS.  THIS STATION SHOULD THEN BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6443 ***********************************************************************
 LX6443  DESIGNATION -  GOVERNORS ISLAND CHIMNEY
 LX6443  PID         -  LX6443
 LX6443  STATE/COUNTY-  CT/NEW HAVEN
 LX6443  USGS QUAD   -  BRANFORD (1984)
 LX6443
 LX6443                         *CURRENT SURVEY CONTROL
 LX6443  ___________________________________________________________________
 LX6443* NAD 83(1996)-  41 15 16.39985(N)    072 45 24.27794(W)     ADJUSTED  
 LX6443* NAVD 88     -                                                        
 LX6443  ___________________________________________________________________
 LX6443  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6443  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6443
 LX6443  HORZ ORDER  -  THIRD
 LX6443
 LX6443.The horizontal coordinates were established by classical geodetic methods
 LX6443.and adjusted by the National Geodetic Survey in August 1998..
 LX6443
 LX6443
 LX6443.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6443
 LX6443.The geoid height was determined by GEOID03.
 LX6443
 LX6443;                    North         East     Units Scale Factor Converg.
 LX6443;SPC CT       -   199,180.067   304,235.404   MT  0.99999494   -0 00 16.1
 LX6443;SPC CT       -   653,476.60    998,145.65   sFT  0.99999494   -0 00 16.1
 LX6443;SPC NY L     -   121,549.214   404,196.674   MT  1.00001977   +0 48 47.5
 LX6443;SPC NY L     -   398,782.71  1,326,101.92   sFT  1.00001977   +0 48 47.5
 LX6443;UTM  18      - 4,569,442.470   687,939.918   MT  1.00003472   +1 28 46.7
 LX6443
 LX6443                          SUPERSEDED SURVEY CONTROL
 LX6443
 LX6443  NAD 83(1992)-  41 15 16.39897(N)    072 45 24.27779(W) AD(       ) 4
 LX6443  NAD 83(1986)-  41 15 16.40100(N)    072 45 24.28069(W) AD(       ) 4
 LX6443  NAD 27      -  41 15 16.05300(N)    072 45 25.93000(W) AD(       ) 3
 LX6443
 LX6443.Superseded values are not recommended for survey control.
 LX6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6443.See file dsdata.txt to determine how the superseded data were derived.
 LX6443
 LX6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8794069442(NAD 83)
 LX6443
 LX6443  HISTORY     - Date     Condition        Report By
 LX6443  HISTORY     - 1933     MONUMENTED       CGS
 LX6443  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6443
 LX6443                          STATION DESCRIPTION
 LX6443
 LX6443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6443'THIS HOUSE IS NEAR THE SOUTHWESTERLY SHORE LINE OF GOVERNORS
 LX6443'ISLAND.  IT IS 2-1/2 STORIES HIGH AND IS DISTINGUISHED BY ITS
 LX6443'LIGHT COLOR.  TWO SHARP GABLES SHOW TO THE WESTWARD.  A SINGLE
 LX6443'CHIMNEY RISES FROM THE CENTER OF THE HOUSE.
 LX6443'
 LX6443'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6443
 LX6443                          STATION RECOVERY (1961)
 LX6443
 LX6443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6443'STATION COULD NOT BE FOUND.  THE CHIMNEYS ON THE HOUSES NOW DO
 LX6443'NOT CORRESPOND WITH THE DESCRIPTION.  IT IS RECOMMENDED THIS
 LX6443'STATION BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5977 ***********************************************************************
 LX5977  DESIGNATION -  GRAHAMS CHIMNEY
 LX5977  PID         -  LX5977
 LX5977  STATE/COUNTY-  CT/MIDDLESEX
 LX5977  USGS QUAD   -  DEEP RIVER (1971)
 LX5977
 LX5977                         *CURRENT SURVEY CONTROL
 LX5977  ___________________________________________________________________
 LX5977* NAD 83(1996)-  41 23 06.52188(N)    072 24 45.75288(W)     ADJUSTED  
 LX5977* NAVD 88     -                                                        
 LX5977  ___________________________________________________________________
 LX5977  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LX5977  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX5977
 LX5977  HORZ ORDER  -  THIRD
 LX5977
 LX5977.The horizontal coordinates were established by classical geodetic methods
 LX5977.and adjusted by the National Geodetic Survey in August 1998..
 LX5977
 LX5977
 LX5977.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5977
 LX5977.The geoid height was determined by GEOID03.
 LX5977
 LX5977;                    North         East     Units Scale Factor Converg.
 LX5977;SPC CT       -   213,738.241   333,012.353   MT  0.99998648   +0 13 25.1
 LX5977;SPC CT       -   701,239.55  1,092,558.03   sFT  0.99998648   +0 13 25.1
 LX5977;UTM  18      - 4,584,743.608   716,332.951   MT  1.00017599   +1 42 40.2
 LX5977
 LX5977                          SUPERSEDED SURVEY CONTROL
 LX5977
 LX5977  NAD 83(1992)-  41 23 06.52100(N)    072 24 45.75257(W) AD(       ) 4
 LX5977  NAD 83(1986)-  41 23 06.52290(N)    072 24 45.75568(W) AD(       ) 4
 LX5977  NAD 27      -  41 23 06.17000(N)    072 24 47.47000(W) AD(       ) 3
 LX5977
 LX5977.Superseded values are not recommended for survey control.
 LX5977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5977.See file dsdata.txt to determine how the superseded data were derived.
 LX5977
 LX5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1633384744(NAD 83)
 LX5977
 LX5977  HISTORY     - Date     Condition        Report By
 LX5977  HISTORY     - 1934     MONUMENTED       CGS
 LX5977  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5977  HISTORY     - 1984     GOOD             USPSQD
 LX5977
 LX5977                          STATION DESCRIPTION
 LX5977
 LX5977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5977'THE SUMMER RESIDENCE OF LILLIAN GRAHAM IS AT THE END OF A
 LX5977'PRIVATE ROAD THAT TURNS SOUTHERLY OFF THE DEEP RIVER-ESSEX
 LX5977'RIVER ROAD ABOUT 1.7 MILES OUT OF DEEP RIVER.  THE PRIVATE DRIVE
 LX5977'IS 0.2 MILE LONG.
 LX5977'
 LX5977'THE HOUSE IS A 1 1/2-STORY STUCCO-COVERED STRUCTURE WITH A
 LX5977'BRIGHT RED GAMBREL ROOF.  A SHORTER SIMILAR SHAPED WING ATTACHED
 LX5977'TO THE W END OF THE HOUSE IS THE GARAGE.  FIVE DORMERS PIERCE
 LX5977'THE MAIN HOUSE ROOF TO THE NORTHWARD.  THERE ARE TWO RED-BRICK
 LX5977'CHIMNEYS AT THE RIDGEPOLE OF THE ROOF.
 LX5977'
 LX5977'CENTER IS THE CENTER LINE OF THE MORE WESTERLY OF THESE TWO
 LX5977'CHIMNEYS.
 LX5977
 LX5977                          STATION RECOVERY (1961)
 LX5977
 LX5977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5977'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1934.  THE
 LX5977'STATION IS IN GOOD CONDITION.
 LX5977
 LX5977                          STATION RECOVERY (1984)
 LX5977
 LX5977'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5977'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6559 ***********************************************************************
 LX6559  DESIGNATION -  GRANT
 LX6559  PID         -  LX6559
 LX6559  STATE/COUNTY-  CT/HARTFORD
 LX6559  USGS QUAD   -  BROAD BROOK (1984)
 LX6559
 LX6559                         *CURRENT SURVEY CONTROL
 LX6559  ___________________________________________________________________
 LX6559* NAD 83(1996)-  41 56 22.09127(N)    072 32 16.26029(W)     ADJUSTED  
 LX6559* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 LX6559  ___________________________________________________________________
 LX6559  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 LX6559  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX6559
 LX6559  HORZ ORDER  -  FIRST
 LX6559
 LX6559.The horizontal coordinates were established by classical geodetic methods
 LX6559.and adjusted by the National Geodetic Survey in August 1998..
 LX6559
 LX6559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6559
 LX6559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6559
 LX6559.The geoid height was determined by GEOID03.
 LX6559
 LX6559;                    North         East     Units Scale Factor Converg.
 LX6559;SPC CT       -   275,271.182   322,394.166   MT  1.00000819   +0 08 26.4
 LX6559;SPC CT       -   903,118.87  1,057,721.53   sFT  1.00000819   +0 08 26.4
 LX6559;UTM  18      - 4,645,987.684   704,109.343   MT  1.00011266   +1 38 46.1
 LX6559
 LX6559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6559!SPC CT       -   0.99999750  x   1.00000819  =   1.00000569
 LX6559!UTM  18      -   0.99999750  x   1.00011266  =   1.00011016
 LX6559
 LX6559:                Primary Azimuth Mark                     Grid Az
 LX6559:SPC CT       -  PINNEY                                   065 31 45.6
 LX6559:UTM  18      -  PINNEY                                   064 01 25.9
 LX6559
 LX6559|---------------------------------------------------------------------|
 LX6559| PID    Reference Object                     Distance      Geod. Az  |
 LX6559|                                                           dddmmss.s |
 LX6559| LX5053 PINNEY                              APPROX. 4.0 KM 0654012.0 |
 LX6559| CZ6541 GRANT RM 1                           42.328 METERS 13426     |
 LX6559| LX6560 BROAD BROOK WATER TANK              APPROX. 2.4 KM 1880944.9 |
 LX6559| LX6563 BROAD BROOK KERR MCGEE TK           APPROX. 4.8 KM 1941952.3 |
 LX6559| CZ6542 GRANT RM 2                           75.825 METERS 22848     |
 LX6559| LX6564 ENFIELD ENFIELD STREET TANK         APPROX. 7.1 KM 3204254.0 |
 LX6559|---------------------------------------------------------------------|
 LX6559
 LX6559                          SUPERSEDED SURVEY CONTROL
 LX6559
 LX6559  NAD 83(1996)-  41 56 22.09110(N)    072 32 16.26031(W) AD(       ) 1
 LX6559  NAD 83(1992)-  41 56 22.09157(N)    072 32 16.26079(W) AD(       ) 1
 LX6559  NAD 83(1992)-  41 56 22.09198(N)    072 32 16.26128(W) AD(       ) 1
 LX6559  NAD 83(1986)-  41 56 22.09296(N)    072 32 16.26149(W) AD(       ) 1
 LX6559  NAD 27      -  41 56 21.74272(N)    072 32 17.95036(W) AD(       ) 1
 LX6559  NGVD 29 (07/19/86)   45.4    (m)          149.     (f) VERT ANG       
 LX6559
 LX6559.Superseded values are not recommended for survey control.
 LX6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6559.See file dsdata.txt to determine how the superseded data were derived.
 LX6559
 LX6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0410945988(NAD 83)
 LX6559_MARKER: DS = TRIANGULATION STATION DISK
 LX6559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6559+STABILITY: SURFACE MOTION
 LX6559
 LX6559  HISTORY     - Date     Condition        Report By
 LX6559  HISTORY     - 1979     MONUMENTED       NGS
 LX6559
 LX6559                          STATION DESCRIPTION
 LX6559
 LX6559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6559'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF
 LX6559'BROAD BROOK,
 LX6559'3-1/4 MILES SOUTH OF HAZARDVILLE, AND 4-1/4 MILES NORTHWEST
 LX6559'OF ELLINGTON.  IT IS ON THE PROPERTY OF MR. ROBERT GRANT
 LX6559'OF MELROSE, CT.  PHONE 623-6886.
 LX6559'
 LX6559'TO REACH THE STATION FROM THE POST OFFICE IN BROAD BROOK,
 LX6559'GO NORTH ON STATE HIGHWAY 191 FOR 0.70 MILE TO THE JUNCTION
 LX6559'OF STATE HIGHWAY 140.  TURN RIGHT AND GO NORTHERLY ON STATE
 LX6559'HIGHWAY 140 AND 191 FOR 1.25 MILES TO A CROSSROAD,
 LX6559'(STATE HIGHWAY 140 RIGHT, STATE HIGHWAY 191 STRAIGHT AHEAD,
 LX6559'AND MELROSE LEFT).  TURN LEFT AND GO WEST ON MELROSE
 LX6559'ROAD FOR 0.55 MILE TO A TRACK ROAD RIGHT JUST AFTER PASSING
 LX6559'MR. GRANTS RESIDENCE, AND THE STATION AS DESCRIBED.
 LX6559'
 LX6559'THE STATION IS A STANDARD NGS DISK
 LX6559'STAMPED---GRANT 1979---,
 LX6559'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6559'RECESSED 45 CM BELOW THE GROUND.  IT IS LOCATED
 LX6559'137 FEET NORTH FROM THE NORTHWEST CORNER OF MR. GRANTS HOUSE,
 LX6559'24 FEET NORTH-NORTHEAST FROM THE DRAIN PIPE OF A WOODEN WATER
 LX6559'TANK, AND
 LX6559'20 FEET EAST-SOUTHEAST FROM THE CENTER OF THE TRACK ROAD.
 LX6559'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6559'STAMPED---GRANT 1979---,
 LX6559'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX6559'
 LX6559'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6559'STAMPED---GRANT NO 1 1979---,
 LX6559'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6559'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 LX6559'87 FEET EAST FROM A 24-INCH OAK TREE,
 LX6559'25 FEET SOUTHEAST FROM THE CENTER OF A DIM TRACK ROAD, AND
 LX6559'5.5 FEET WEST-NORTHWEST FROM A METAL WITNESS POST.
 LX6559'MARK IS HIGHER THAN STATION 1.0 METERS.
 LX6559'
 LX6559'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6559'STAMPED---GRANT NO 2 1979---,
 LX6559'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6559'FLUSH WITH GROUND.  IT IS LOCATED
 LX6559'64 FEET SOUTHWEST FROM A LONE ELM TREE IN A FIELD,
 LX6559'55 FEET NORTH-NORTHWEST FROM UTILITY POLE NUMBER 26433, AND
 LX6559'14 FEET NORTHEAST FROM THE CENTER OF MELROSE ROAD.
 LX6559'MARK IS BELOW STATION 1 METERS.
 LX6559'
 LX6559'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.5 METERS.
 LX6559'
 LX6559'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6559'
 LX6559'DESCRIBED BY PRESTON C. OSLEY, CHECKED BY G.A. MEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3898 ***********************************************************************
 LX3898  DESIGNATION -  GRASS
 LX3898  PID         -  LX3898
 LX3898  STATE/COUNTY-  CT/FAIRFIELD
 LX3898  USGS QUAD   -  STAMFORD (1984)
 LX3898
 LX3898                         *CURRENT SURVEY CONTROL
 LX3898  ___________________________________________________________________
 LX3898* NAD 83(1996)-  41 02 37.92363(N)    073 30 01.64143(W)     ADJUSTED  
 LX3898* NAVD 88     -                                                        
 LX3898  ___________________________________________________________________
 LX3898  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LX3898  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX3898
 LX3898  HORZ ORDER  -  THIRD
 LX3898
 LX3898.The horizontal coordinates were established by classical geodetic methods
 LX3898.and adjusted by the National Geodetic Survey in August 1998..
 LX3898
 LX3898
 LX3898.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3898
 LX3898.The geoid height was determined by GEOID03.
 LX3898
 LX3898;                    North         East     Units Scale Factor Converg.
 LX3898;SPC CT       -   176,055.584   241,702.306   MT  1.00001944   -0 29 51.3
 LX3898;SPC CT       -   577,609.03    792,984.98   sFT  1.00001944   -0 29 51.3
 LX3898;SPC NY L     -    97,531.010   342,001.150   MT  1.00000060   +0 19 36.3
 LX3898;SPC NY L     -   319,982.99  1,122,048.77   sFT  1.00000060   +0 19 36.3
 LX3898;UTM  18      - 4,544,709.905   626,032.309   MT  0.99979550   +0 59 05.2
 LX3898
 LX3898                          SUPERSEDED SURVEY CONTROL
 LX3898
 LX3898  NAD 83(1992)-  41 02 37.92472(N)    073 30 01.64044(W) AD(       ) 4
 LX3898  NAD 83(1986)-  41 02 37.92375(N)    073 30 01.64176(W) AD(       ) 4
 LX3898  NAD 27      -  41 02 37.57300(N)    073 30 03.22100(W) AD(       ) 3
 LX3898
 LX3898.Superseded values are not recommended for survey control.
 LX3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3898.See file dsdata.txt to determine how the superseded data were derived.
 LX3898
 LX3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2603244710(NAD 83)
 LX3898
 LX3898  HISTORY     - Date     Condition        Report By
 LX3898  HISTORY     - 1931     MONUMENTED       CGS
 LX3898  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3898  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3898
 LX3898                          STATION DESCRIPTION
 LX3898
 LX3898'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3898'THE SOUTHERLY GABLE OF A GREEN ROOFED HOUSE ON THE SECOND SMALL
 LX3898'POINT TO THE EASTWARD OF THE ENTRANCE TO COVE HARBOR.  THE HOUSE IS
 LX3898'ON THE POND ROCKS ESTATE AND IS OWNED BY GENERAL W.W. SKEDDY.  THE
 LX3898'HOUSE IS PAINTED BROWN AND HAS 2 BRICK CHIMNEYS.
 LX3898
 LX3898                          STATION RECOVERY (1958)
 LX3898
 LX3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3898'RECOVERED AS DESCRIBED.  HOUSE NOW KNOWN AS THE GENERAL SKEDDY
 LX3898'HOUSE, BUT IT (AND ALL OF COVE I.) IS NOW OWNED BY THE CITY OF
 LX3898'STAMFORD.  HOUSE IS PAINTED BROWN, EXCEPT FOR N SIDE WHICH IS A
 LX3898'WEATHERED GRAY.  IT HAS A GREEN ROOF, AS NOTED BY HEF IN 1931.
 LX3898
 LX3898                          STATION RECOVERY (1961)
 LX3898
 LX3898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3898'SEE C.H.D. RECOVERY REPORT OF 1958.
 LX3898'
 LX3898'THE OLD HOUSE, FORMERLY OWNED BY GENERAL W.W. SKEDDY, WAS TORN DOWN
 LX3898'BY THE CITY OF STAMFORD IN 1959, AS A PART OF THE DEVELOPMENT
 LX3898'PROGRAM FOR ITS PUBLIC COVE BEACH.  THE OLD SKEDDY HOUSE WAS
 LX3898'DEMOLISHED BECAUSE IT WAS BADLY IN NEED OF REPAIRS, PLUMBING,
 LX3898'HEATING, AND REMODELING, AND C., AND THE COST OF THIS WOULD HAVE
 LX3898'BEEN FAR GREATER THAN THE VALUE OF THE HOUSE AND LAND.
 LX3898'THEREFORE GRASS IS NOW DESTROYED.  (12/15/61).
 LX3898'
 LX3898'THE NEWLY COMPLETED COVE BEACH IS AN EXCELLENT JOB, PROVIDING FREE
 LX3898'RECREATION TO RESIDENTS OF STAMFORD.  TO PREVENT BEACH EROSION,
 LX3898'A NEW DAM HAS BEEN PLACED AT S END OF HOLLY POND.  DAM IS AWASH AT
 LX3898'H.W., AND IT ALSO IMPROVES SANITARY CONDITIONS ADJOINING HOLLY
 LX3898'POND, WHICH FOR MANY YEARS HAS BEEN A SMELLY MUD-FLAT.  HOLLY
 LX3898'POND IS SHOWN ON CHART 221.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3785 ***********************************************************************
 LX3785  DESIGNATION -  GRASSY HAMMOCK BEACON
 LX3785  PID         -  LX3785
 LX3785  STATE/COUNTY-  CT/FAIRFIELD
 LX3785  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3785
 LX3785                         *CURRENT SURVEY CONTROL
 LX3785  ___________________________________________________________________
 LX3785* NAD 83(1996)-  41 04 35.98172(N)    073 23 01.03132(W)     ADJUSTED  
 LX3785* NAVD 88     -                                                        
 LX3785  ___________________________________________________________________
 LX3785  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 LX3785  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX3785
 LX3785  HORZ ORDER  -  THIRD
 LX3785
 LX3785.The horizontal coordinates were established by classical geodetic methods
 LX3785.and adjusted by the National Geodetic Survey in August 1998..
 LX3785
 LX3785
 LX3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3785
 LX3785.The geoid height was determined by GEOID03.
 LX3785
 LX3785;                    North         East     Units Scale Factor Converg.
 LX3785;SPC CT       -   179,618.805   251,552.397   MT  1.00001475   -0 25 12.5
 LX3785;SPC CT       -   589,299.36    825,301.49   sFT  1.00001475   -0 25 12.5
 LX3785;UTM  18      - 4,548,525.961   635,784.915   MT  0.99982692   +1 03 44.0
 LX3785
 LX3785                          SUPERSEDED SURVEY CONTROL
 LX3785
 LX3785  NAD 83(1992)-  41 04 35.98135(N)    073 23 01.02966(W) AD(       ) 4
 LX3785  NAD 83(1986)-  41 04 35.98250(N)    073 23 01.03228(W) AD(       ) 4
 LX3785  NAD 27      -  41 04 35.63700(N)    073 23 02.60700(W) AD(       ) 3
 LX3785
 LX3785.Superseded values are not recommended for survey control.
 LX3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3785.See file dsdata.txt to determine how the superseded data were derived.
 LX3785
 LX3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3578548526(NAD 83)
 LX3785
 LX3785  HISTORY     - Date     Condition        Report By
 LX3785  HISTORY     - 1932     MONUMENTED       CGS
 LX3785  HISTORY     - 1951     SEE DESCRIPTION  USGS
 LX3785  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3785  HISTORY     - 19980214 GOOD             USPSQD
 LX3785
 LX3785                          STATION DESCRIPTION
 LX3785
 LX3785'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3785'LOCATED ON THE N SIDE OF THE CHANNEL ABOUT 3/4 MILE SE OF
 LX3785'CALF-PASTURE POINT.  THE STATION IS A BEACON BUILT ON A REEF.  THE
 LX3785'BODY OF THE BEACON IS A WHITE FRUSTRUM OF A SQUARE PYRAMID
 LX3785'SURMOUNTED BY A RED STEEL LATTICE WORK WHICH SUPPORTS THE
 LX3785'LIGHT.  THE CENTER OF THE LANTERN MARKS THE STATION.
 LX3785
 LX3785                          STATION RECOVERY (1951)
 LX3785
 LX3785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LX3785'BEACON WAS BLOWN OVER DURING A GALE IN NOVEMBER, 1950, AND AS YET
 LX3785'HAS NOT BEEN RIGHTED.  A LIGHT ON A WOODEN POLE HAS BEEN ERECTED
 LX3785'AS A GUIDE TO SHIPPING IN THE APPROXIMATE LOCATION OF THE ORIGINAL
 LX3785'BEACON, BUT CANNOT BE USED AS A TRIANGULATION STATION.
 LX3785
 LX3785                          STATION RECOVERY (1958)
 LX3785
 LX3785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3785'RECOVERED AS DESCRIBED IN FIRST TWO SENTENCES OF DESCRIPTION.
 LX3785'
 LX3785'THIRD AND FOURTH SENTENCES SHOULD READ--BEACON IS A STEEL TOWER,
 LX3785'PAINTED RED AT BOTTOM, WHITE IN MIDDLE SECTION, AND RED AT
 LX3785'TOP.  CENTER OF LIGHT MARKS THE STATION.
 LX3785'
 LX3785'NOTE--LOCAL BOATMEN TELL ME THE OLD BEACON WAS BADLY DAMAGED, A
 LX3785'FEW YEARS AGO, BY ONE OF THE HURRICANES, AND HAS BEEN REBUILT.  THE
 LX3785'COAST GUARD MAY HAVE A RECORD OF THE REBUILDING DATE, AND WHETHER
 LX3785'OR NOT THE LIGHT IS EXACTLY OVER OLD LOCATION.  I KNOW THE BEACON
 LX3785'IS O.K. FOR PILOTING (I USED IT, THIS PAST SUMMER), BUT IT COULD
 LX3785'BE SLIGHTLY OFF POSITION FOR ACCURATE TRIANGULATION WORK.
 LX3785'
 LX3785'OFFICE NOTE--LIGHT LIST INDICATES THAT THE LIGHT HAS NOT BEEN
 LX3785'REBUILT SINCE 1924.
 LX3785
 LX3785                          STATION RECOVERY (1998)
 LX3785
 LX3785'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5772 ***********************************************************************
 LX5772  DESIGNATION -  GRASSY HILL
 LX5772  PID         -  LX5772
 LX5772  STATE/COUNTY-  CT/NEW LONDON
 LX5772  USGS QUAD   -  HAMBURG (1984)
 LX5772
 LX5772                         *CURRENT SURVEY CONTROL
 LX5772  ___________________________________________________________________
 LX5772* NAD 83(1996)-  41 24 08.69279(N)    072 16 51.50904(W)     ADJUSTED  
 LX5772* NAVD 88     -       124.3    (meters)     408.     (feet)  VERTCON   
 LX5772  ___________________________________________________________________
 LX5772  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LX5772  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX5772
 LX5772  HORZ ORDER  -  FIRST
 LX5772
 LX5772.The horizontal coordinates were established by classical geodetic methods
 LX5772.and adjusted by the National Geodetic Survey in August 1998..
 LX5772
 LX5772.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5772
 LX5772.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5772
 LX5772.The geoid height was determined by GEOID03.
 LX5772
 LX5772;                    North         East     Units Scale Factor Converg.
 LX5772;SPC CT       -   215,707.593   344,020.403   MT  0.99998575   +0 18 39.6
 LX5772;SPC CT       -   707,700.66  1,128,673.61   sFT  0.99998575   +0 18 39.6
 LX5772;UTM  18      - 4,586,998.595   727,288.564   MT  1.00023581   +1 47 56.3
 LX5772
 LX5772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5772!SPC CT       -   0.99998526  x   0.99998575  =   0.99997101
 LX5772!UTM  18      -   0.99998526  x   1.00023581  =   1.00022106
 LX5772
 LX5772:                Primary Azimuth Mark                     Grid Az
 LX5772:SPC CT       -  MAYNARD RM 3                             025 51 37.2
 LX5772:UTM  18      -  MAYNARD RM 3                             024 22 20.5
 LX5772
 LX5772|---------------------------------------------------------------------|
 LX5772| PID    Reference Object                     Distance      Geod. Az  |
 LX5772|                                                           dddmmss.s |
 LX5772| LX5544 MAYNARD RM 3                        APPROX. 7.5 KM 0261016.8 |
 LX5772| LX5773 LYME AT AND T MICROWAVE             APPROX. 1.2 KM 1992208.5 |
 LX5772| CZ6545 GRASSY HILL RM 1                     36.015 METERS 21736     |
 LX5772| CZ6544 GRASSY HILL AZ MK 2                                2553434.9 |
 LX5772| CZ6546 GRASSY HILL RM 2                     24.697 METERS 25722     |
 LX5772| CZ6543 GRASSY HILL AZ MK                                  2800540.0 |
 LX5772|---------------------------------------------------------------------|
 LX5772
 LX5772                          SUPERSEDED SURVEY CONTROL
 LX5772
 LX5772  NAD 83(1992)-  41 24 08.69186(N)    072 16 51.50864(W) AD(       ) 1
 LX5772  NAD 83(1986)-  41 24 08.69340(N)    072 16 51.51186(W) AD(       ) 1
 LX5772  NAD 27      -  41 24 08.34144(N)    072 16 53.22114(W) AD(       ) 1
 LX5772  NGVD 29 (07/19/86)  124.6    (m)          409.     (f) VERT ANG       
 LX5772
 LX5772.Superseded values are not recommended for survey control.
 LX5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5772.See file dsdata.txt to determine how the superseded data were derived.
 LX5772
 LX5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2728986999(NAD 83)
 LX5772
 LX5772  HISTORY     - Date     Condition        Report By
 LX5772  HISTORY     - 1942     MONUMENTED       CGS
 LX5772  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5772  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX5772  HISTORY     - 1983     GOOD             USPSQD
 LX5772  HISTORY     - 19991230 GOOD             USPSQD
 LX5772
 LX5772                          STATION DESCRIPTION
 LX5772
 LX5772'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX5772'THE STATION IS LOCATED ABOUT 3.75 MILES E OF HAMBURG AND 6.75
 LX5772'MILES NE OF LYME, ON A HILL KNOWN AS GRASSY HILL AND IS ON THE
 LX5772'PROPERTY OF F.W. HILLES.  THE MARK IS 15.3 FEET SW OF THE NE
 LX5772'OF THE NE FENCE CORNER POST OF A HAY MEADOW.  THE DISK IS STAMPED
 LX5772'GRASSY HILL, 1942.
 LX5772'
 LX5772'REFERENCE MARK NO. 1 IS SSW (118.19 FEET) OF THE STATION, 34.3
 LX5772'FEET W OF A N-S FENCE LINE.  THE DISK IS SET IN OUTCROPPING
 LX5772'BEDROCK THAT IS 6 FEET BY 6 FEET AND IS FLUSH WITH THE GROUND
 LX5772'AND THE DISK IS STAMPED GRASSY HILL NO. 1, 1942.
 LX5772'
 LX5772'REFERENCE MARK NO. 2 IS 81.05 FEET SW OF THE STATION, 57 FEET
 LX5772'S OF AN E-W FENCE LINE.  THE DISK IS SET IN A DRILLED HOLE IN
 LX5772'OUTCROPPING BEDROCK THAT IS 4 FEET LONG BY 3 FEET WIDE AND
 LX5772'PROJECTS 8 INCHES.  THE DISK IS STAMPED GRASSY HILL NO. 2, 1942.
 LX5772'
 LX5772'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 75 FEET E OF THE
 LX5772'CENTERLINE OF THE GRASSY HILL ROAD, 54.5 FEET N OF AN OLD E-W
 LX5772'STONE FENCE, 5.2 FEET NE OF A BRONZE REFERENCE POST.  THE DISK IS
 LX5772'SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS 5-1/2 FEET
 LX5772'LONG BY 4 FEET WIDE AND PROJECTS 8 INCHES.  THE DISK IS STAMPED
 LX5772'GRASSY HILL 1942.
 LX5772'
 LX5772'TO REACH THE STATION FROM THE HAMBURG POST OFFICE, GO N ON
 LX5772'CONN. STATE HIGHWAY 86 FOR 2.1 MILES TO A PAVED ROAD RIGHT AND A
 LX5772'SIGN BEAVER BROOK ROAD AND GRASSY HILL, HERE TURN RIGHT AND GO
 LX5772'2.8 MILES TO A CROSSROAD OR GRASSY HILL ROAD, THENCE RIGHT ON
 LX5772'GRASSY HILL ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT,
 LX5772'CONTINUE ON S FOR 0.2 MILE TO A T ROAD LEFT, HERE TURN LEFT AND
 LX5772'GO 0.2 MILE TO A GAP IN STONE FENCE ON THE RIGHT LEADING INTO
 LX5772'HAY MEADOW, TURN INTO HAY MEADOW AND GO 0.1 MILE TO THE NE
 LX5772'CORNER OF THE MEADOW AND STATION AS DESCRIBED.
 LX5772'
 LX5772'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LX5772
 LX5772                          STATION RECOVERY (1971)
 LX5772
 LX5772'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5772'TO REACH THE STATION FROM MONTVILLE AT THE INTERSECTION OF ROUTE
 LX5772'85 (NEW LONDON ROAD) AND ROUTE 161 (LATIMER BECKWITH HIGHWAY) GO
 LX5772'NORTH ON ROUTE 85 FOR 0.1 MILE TO GRASSY HILL ROAD, TURN LEFT,
 LX5772'WEST, AND GO 4.0 MILE TO THE CROSSROADS AT BEAVER BROOK ROAD,
 LX5772'CONTINUE 0.7 MILE ON GRASSY HILL ROAD TO AN OPEN FIELD ON THE
 LX5772'LEFT, EAST OF THE CENTER LINE OF THE ROAD AND IN THE NORTHEAST
 LX5772'OF THE FIELD WHICH IS NOW WOODED.
 LX5772'
 LX5772'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LX5772
 LX5772                          STATION RECOVERY (1975)
 LX5772
 LX5772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX5772'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LX5772'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 LX5772'BUT NOT FOUND.  A NEW AZIMUTH MARK WAS SET AT THIS TIME.  A
 LX5772'SHORTER DISTANCE WAS FOUND ON BOTH REFERENCE MARKS 1 AND 2, 0.009
 LX5772'METER ON REFERENCE MARK 1 AND 0.007 METER ON REFERENCE MARK
 LX5772'2.  THE DIRECTION BETWEEN REFERENCE MARKS 1 AND 2 CHECK
 LX5772'WITH PREVIOUS OBSERVATIONS.
 LX5772'
 LX5772'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX5772'
 LX5772'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF
 LX5772'OLD LYME, 4 MILES EAST OF HAMBURG AND ON PROPERTY OWNED BY
 LX5772'MR. FREDRICK W. HILLES JR.  68 STATE STREET, BROOKLYN,
 LX5772'NEW YORK 11201.
 LX5772'
 LX5772'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 85
 LX5772'AND 161 IN CHESTERFIELD, GO NORTHWEST ON HIGHWAY 85 FOR 0.2
 LX5772'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTHWEST AND WEST ON
 LX5772'GRASSY HILL ROAD FOR 2.15 MILES TO A SIDE ROAD RIGHT.  CONTINUE
 LX5772'SOUTHWEST ON GRASSY HILL ROAD FOR 1.7 MILES TO A CROSSROAD
 LX5772'(BEAVER BROOK ROAD).  CONTINUE SOUTHWEST ON GRASSY HILL ROAD
 LX5772'FOR 0.75 MILE TO AN OPENING IN A ROCK FENCE ON THE LEFT.  TURN
 LX5772'LEFT AND GO EAST ALONG THE SOUTH SIDE OF A FIELD FOR 0.05 MILE
 LX5772'TO THE AZIMUTH MARK ON THE RIGHT.  GO NORTHEAST ACROSS THE FIELD
 LX5772'TO THE NORTHEAST CORNER OF THE FIELD FOR 0.05 MILE TO THE
 LX5772'STATION AS DESCRIBED.
 LX5772'
 LX5772'STATION MARK, STAMPED GRASSY HILL 1942 IS A STANDARD DISK
 LX5772'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 LX5772'INCHES.  IT IS 61.5 FEET EAST OF AN 18-INCH MAPLE TREE, 13 FEET
 LX5772'NORTHWEST OF AN 8-INCH GUM TREE WITH A WITNESS SIGN NAILED TO
 LX5772'IT, 12.5 FEET WEST-NORTHWEST OF A WIRE FENCE CORNER AND 4.5
 LX5772'FEET SOUTHWEST OF A WIRE FENCE.  (NOTE 1A)
 LX5772'
 LX5772'REFERENCE MARK 1, STAMPEED GRASSY HILL NO 1 1942 IS A
 LX5772'STANDARD DISK SET IN AN OUTCROPPING ROCK THAT IS 5-FOOT X
 LX5772'5-FOOT X 6 INCHES.  IT IS 81 FEET SOUTH OF A METAL WITNESS
 LX5772'POST, 74 FEET SOUTH-SOUTHWEST OF THE 18-INCH MAPLE TREE AND
 LX5772'35 FEET NORTHWEST OF A WIRE FENCE.  (NOTE 12A)
 LX5772'
 LX5772'REFERENCE MARK 2, STAMPED GRASSY HILL NO 2 1942 IS A STANDARD
 LX5772'DISK SET IN THE TOP OF A 4 FOOT BOULDER THAT PROJECTS 2
 LX5772'FEET.  IT IS 59 FEET SOUTHWEST OF A WIRE FENCE, 19.5 FEET
 LX5772'WEST OF THE 18-INCH MAPLE TREE AND 5 FEET SOUTH OF A METAL
 LX5772'WITNESS POST.  (NOTE 12C)
 LX5772'
 LX5772'AZIMUTH MARK, STAMPED GRASSY HILL 1942 AZ 1975 IS A
 LX5772'STANDARD REFERENCE MARK DISK THAT IS CEMENTED IN A BOULDER
 LX5772'THAT IS 3 FOOT BY 4 FOOT BY 18 INCHES.  IT IS 152 FEET
 LX5772'SOUTHEAST OF OPENING IN ROCK FENCE, 20 FEET NORTHEAST OF A ROCK
 LX5772'FENCE AND 6.5 FEET NORTH OF A METAL WITNESS POST.  (NOTE 12C)
 LX5772'
 LX5772'HEIGHT OF LIGHT ABOVE STATION MARK 99.0 FEET.
 LX5772'
 LX5772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5772'4 MILES EAST OF HAMBURG.
 LX5772
 LX5772                          STATION RECOVERY (1983)
 LX5772
 LX5772'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRR)
 LX5772'GRASSY HILL 1942 RECOVERED GOOD.
 LX5772'
 LX5772'GRASSY HILL NO 2 1942 RECOVERED GOOD.
 LX5772'
 LX5772'GRASSY HILL NO 1 1942 RECOVERED GOOD.
 LX5772'
 LX5772'STATION RECOVERED AS DESCRIBED.  THE FIELD NOW CONTAINS VERY HEAVY
 LX5772'BRUSH AND ACCESS IS NOW BEST OBTAINED BY FOLLOWING THE NOERTHERLY
 LX5772'EAST WEST STONE WALL.
 LX5772'
 LX5772'GRASSY HILL 1942 AZ 1975 RECOVERED GOOD.
 LX5772'
 LX5772'THE STATION AZ MK WAS NOT LOCATED AS DESCRIBED.  IT WAS FOUND AS
 LX5772'FOLLOWS--130 FT. E OF THE CENTER LINE OF GRASSY HILL RD., 22 FT. N
 LX5772'OF AN E-W STONE WALL.  DISC ON ROCK OUTCROP APPROX. 3 FT BY 5 FT
 LX5772'AND ABOUT 1 FT ABOVE GROUND LEVEL.  THERE ISNT ANY EVIDENCE THAT
 LX5772'THIS STATION WAS MOVED OR DISTURBED IN RECENT TIMES.  THIS
 LX5772'STATION IS IN THE SAME FIELD AS THE MAIN STATION ONLY IN A SOUTH
 LX5772'WESTERLY DIRCTION.
 LX5772
 LX5772                          STATION RECOVERY (1999)
 LX5772
 LX5772'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5945 ***********************************************************************
 LX5945  DESIGNATION -  GRAVEL
 LX5945  PID         -  LX5945
 LX5945  STATE/COUNTY-  CT/NEW LONDON
 LX5945  USGS QUAD   -  DEEP RIVER (1971)
 LX5945
 LX5945                         *CURRENT SURVEY CONTROL
 LX5945  ___________________________________________________________________
 LX5945* NAD 83(1996)-  41 24 44.22501(N)    072 25 22.50975(W)     ADJUSTED  
 LX5945* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LX5945  ___________________________________________________________________
 LX5945  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LX5945  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX5945
 LX5945  HORZ ORDER  -  THIRD
 LX5945
 LX5945.The horizontal coordinates were established by classical geodetic methods
 LX5945.and adjusted by the National Geodetic Survey in August 1998..
 LX5945
 LX5945.The orthometric height was scaled from a topographic map.
 LX5945
 LX5945.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5945
 LX5945.The geoid height was determined by GEOID03.
 LX5945
 LX5945;                    North         East     Units Scale Factor Converg.
 LX5945;SPC CT       -   216,749.080   332,146.942   MT  0.99998537   +0 13 00.7
 LX5945;SPC CT       -   711,117.61  1,089,718.76   sFT  0.99998537   +0 13 00.7
 LX5945;UTM  18      - 4,587,731.519   715,389.471   MT  1.00017097   +1 42 19.2
 LX5945
 LX5945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5945!SPC CT       -   1.00000336  x   0.99998537  =   0.99998873
 LX5945!UTM  18      -   1.00000336  x   1.00017097  =   1.00017433
 LX5945
 LX5945|---------------------------------------------------------------------|
 LX5945| PID    Reference Object                     Distance      Geod. Az  |
 LX5945|                                                           dddmmss.s |
 LX5945| CZ6548 GRAVEL RM 2                          10.360 METERS 05157     |
 LX5945| LX6069 BLENDON HALL CHIMNEY                APPROX. 0.8 KM 0815921.5 |
 LX5945| LX5955 SELDENS BARN GABLE                  210.809 METERS 09856     |
 LX5945| LX5979 HAMILTONS GABLE                     APPROX. 2.7 KM 1701732.9 |
 LX5945| LX5985 DEVILS WHARF LIGHT                  APPROX. 2.6 KM 1702654.5 |
 LX5945| LX5952 HOWARDS CHIMNEY                     APPROX. 2.8 KM 1880853.1 |
 LX5945| LX5951 CHESTER ROCK LIGHT                  APPROX. 1.2 KM 2020412.9 |
 LX5945| LX5988 GILBERTS BARN GABLE                 APPROX. 2.3 KM 2202300.3 |
 LX5945| LX5999 CHESTER ST JOSEPHS CROSS            APPROX. 2.0 KM 2312415.3 |
 LX5945| LX5957 SHEAFES CHIMNEY                     APPROX. 1.3 KM 2342716.4 |
 LX5945| LX5992 SPICERS CHIMNEY                     APPROX. 1.7 KM 2431640.0 |
 LX5945| LX6074 CHESTER JOHNSONS GABLE              APPROX. 2.8 KM 2504203.5 |
 LX5945| LX6056 COLTONS CHIMNEY                     APPROX. 2.8 KM 2520021.2 |
 LX5945| LX6024 STORYS BARN CUPOLA                  APPROX. 2.3 KM 2543741.3 |
 LX5945| LX6070 BONANOMIS CHIMNEY                   APPROX. 1.4 KM 2701110.7 |
 LX5945| LX6016 LARSONS GABLE                       APPROX. 2.6 KM 2820631.9 |
 LX5945| LX6015 LARSONS CHIMNEY                     APPROX. 2.6 KM 2871847.7 |
 LX5945| LX5963 LIBBYS BARN GABLE                   APPROX. 1.2 KM 3115620.5 |
 LX5945| CZ6547 GRAVEL RM 1                          33.970 METERS 32253     |
 LX5945|---------------------------------------------------------------------|
 LX5945
 LX5945                          SUPERSEDED SURVEY CONTROL
 LX5945
 LX5945  NAD 83(1992)-  41 24 44.22415(N)    072 25 22.50945(W) AD(       ) 3
 LX5945  NAD 83(1986)-  41 24 44.22597(N)    072 25 22.51241(W) AD(       ) 3
 LX5945  NAD 27      -  41 24 43.86800(N)    072 25 24.21800(W) AD(       ) 3
 LX5945
 LX5945.Superseded values are not recommended for survey control.
 LX5945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5945.See file dsdata.txt to determine how the superseded data were derived.
 LX5945
 LX5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1538987732(NAD 83)
 LX5945_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5945+STABILITY: SURFACE MOTION
 LX5945
 LX5945  HISTORY     - Date     Condition        Report By
 LX5945  HISTORY     - 1934     MONUMENTED       CGS
 LX5945  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5945  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX5945
 LX5945                          STATION DESCRIPTION
 LX5945
 LX5945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5945'THIS STATION IS ON THE HIGH GRAVEL BANK DOWN-RIVER FROM THE
 LX5945'WHALEBONE CREEK RANGE LIGHTS.  IT IS ON THE PROPERTY OF THE OLD
 LX5945'SELDEN HOMESTEAD.
 LX5945'
 LX5945'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LX5945'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX5945'
 LX5945'THE STATION IS ABOUT 215 METERS SOUTHERLY OF THE NORTHERLY TIP
 LX5945'OF THE GRAVEL BANK.  IT IS 4 METERS E OF THE TOP OF THE SLOPE
 LX5945'AND 10.7 METERS W OF A WIRE FENCE THAT PARALLELS THE RIVER.  THE
 LX5945'BANK, AT THIS POINT IS ABOUT 30 FEET HIGH.
 LX5945'
 LX5945'REFERENCE MARK NO.1 IS ABOUT 4 METERS INSIDE THE EDGE OF THE
 LX5945'BANK UP-RIVER FROM THE STATION.  IT BEARS N 25 DEG W
 LX5945'(MAGNETIC).  REFERENCE MARK NO.2 IS IN THE FENCE LINE INSHORE OF
 LX5945'THE STATION.  IT BEARS N 70 DEG E (MAGNETIC).
 LX5945'
 LX5945'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5945
 LX5945                          STATION RECOVERY (1968)
 LX5945
 LX5945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5945'RECOVERED.  FROM U.S. I 95 TAKE EXIT 70, PROCEED N ON RTE. 156
 LX5945'TO THE JCT. WITH RTE. 82, PROCEED W ON RTE. 82 3.3 MILES TO THE
 LX5945'JCT. WITH RTE. 148, PROCEED W ON RTE. 148 0.7 MILE TO
 LX5945'JOSHUATOWN ROAD, PROCEED 0.3 MILE ON JOSHUATOWN ROAD TO SELDEN
 LX5945'ROAD, PROCEED 0.6 MILE ON SELDEN TO THE SELDEN PROPERTY (AT
 LX5945'THE END OF PAVED ROAD).  THE STATION IS AT THE END OF A DIRT
 LX5945'TRAIL LEADING FROM THE SELDEN HOUSE TO A PIER ON THE CONNECTICUT
 LX5945'RIVER.
 LX5945'
 LX5945'THE RMS WERE NOT RECOVERED.  THE STATION IS 35.4 FEET W
 LX5945'OF A CEDAR TREE.  117 FEET SW OF POWER POLE NO. 266.  15 FEET E
 LX5945'OF A HEDGE ROW ON TOP OF THE RIVER BANK, BENEATH A SMALL TREE.
 LX5945
 LX5945                          STATION RECOVERY (1971)
 LX5945
 LX5945'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5945'THE STATION AND RMS WERE NOT FOUND.  AN ONE HOUR SEARCH WAS MADE
 LX5945'FOR THE STATION, BUT THE GRAVEL BANK IN THE ORIGINAL DESCRIPTION
 LX5945'SHOWS NO SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1668 ***********************************************************************
 LW1668  DESIGNATION -  GRAVELLY
 LW1668  PID         -  LW1668
 LW1668  STATE/COUNTY-  CT/WINDHAM
 LW1668  USGS QUAD   -  PUTNAM (1970)
 LW1668
 LW1668                         *CURRENT SURVEY CONTROL
 LW1668  ___________________________________________________________________
 LW1668* NAD 83(1996)-  41 58 40.55546(N)    071 59 33.64431(W)     ADJUSTED  
 LW1668* NAVD 88     -       161.533  (meters)     529.96   (feet)  ADJUSTED  
 LW1668  ___________________________________________________________________
 LW1668  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 LW1668  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LW1668  DYNAMIC HT  -         161.480 (meters)     529.79  (feet)  COMP
 LW1668  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 LW1668
 LW1668  HORZ ORDER  -  FIRST
 LW1668  VERT ORDER  -  FIRST     CLASS II
 LW1668
 LW1668.The horizontal coordinates were established by classical geodetic methods
 LW1668.and adjusted by the National Geodetic Survey in August 1998..
 LW1668
 LW1668.The orthometric height was determined by differential leveling
 LW1668.and adjusted by the National Geodetic Survey in June 1991..
 LW1668
 LW1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1668
 LW1668.The geoid height was determined by GEOID03.
 LW1668
 LW1668.The dynamic height is computed by dividing the NAVD 88
 LW1668.geopotential number by the normal gravity value computed on the
 LW1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1668.degrees latitude (g = 980.6199 gals.).
 LW1668
 LW1668.The modeled gravity was interpolated from observed gravity values.
 LW1668
 LW1668;                    North         East     Units Scale Factor Converg.
 LW1668;SPC CT       -   279,796.780   367,566.930   MT  1.00001316   +0 30 07.7
 LW1668;SPC CT       -   917,966.60  1,205,925.84   sFT  1.00001316   +0 30 07.7
 LW1668;UTM  19      - 4,651,659.125   252,055.771   MT  1.00035653   -2 00 09.6
 LW1668;UTM  18      - 4,651,701.651   749,157.445   MT  1.00036396   +2 00 44.9
 LW1668
 LW1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1668!SPC CT       -   0.99997926  x   1.00001316  =   0.99999242
 LW1668!UTM  19      -   0.99997926  x   1.00035653  =   1.00033578
 LW1668!UTM  18      -   0.99997926  x   1.00036396  =   1.00034321
 LW1668
 LW1668|---------------------------------------------------------------------|
 LW1668| PID    Reference Object                     Distance      Geod. Az  |
 LW1668|                                                           dddmmss.s |
 LW1668| CB7743 GRAVELLY RM 1                        13.837 METERS 05610     |
 LW1668| LW3753 E WOODSTOCK ROGERS CORP TANK        APPROX. 1.5 KM 0665750.1 |
 LW1668| LW3764 GRAVELLY RM 2                         9.653 METERS 16130     |
 LW1668|---------------------------------------------------------------------|
 LW1668
 LW1668                          SUPERSEDED SURVEY CONTROL
 LW1668
 LW1668  NAD 83(1996)-  41 58 40.55532(N)    071 59 33.64421(W) AD(       ) 1
 LW1668  NAD 83(1992)-  41 58 40.55519(N)    071 59 33.64359(W) AD(       ) 1
 LW1668  NAD 83(1992)-  41 58 40.55528(N)    071 59 33.64370(W) AD(       ) 1
 LW1668  NAD 83(1986)-  41 58 40.55665(N)    071 59 33.64261(W) AD(       ) 1
 LW1668  NAD 27      -  41 58 40.20615(N)    071 59 35.37433(W) AD(       ) 1
 LW1668  NGVD 29 (07/19/86)  161.7    (m)          531.     (f) VERT ANG       
 LW1668
 LW1668.Superseded values are not recommended for survey control.
 LW1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1668.See file dsdata.txt to determine how the superseded data were derived.
 LW1668
 LW1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5205651659(NAD 83)
 LW1668_MARKER: DS = TRIANGULATION STATION DISK
 LW1668_SETTING: 66 = SET IN ROCK OUTCROP
 LW1668_SP_SET: ROCK OUTCROP
 LW1668_STAMPING: GRAVELLY 1977
 LW1668_MARK LOGO: NGS   
 LW1668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1668+STABILITY: POSITION/ELEVATION WELL
 LW1668
 LW1668  HISTORY     - Date     Condition        Report By
 LW1668  HISTORY     - 1977     MONUMENTED       NGS
 LW1668  HISTORY     - 1984     GOOD             NGS
 LW1668  HISTORY     - 1986     GOOD             NGS
 LW1668  HISTORY     - 19961117 GOOD             USPSQD
 LW1668  HISTORY     - 20040421 GOOD             GEOCAC
 LW1668
 LW1668                          STATION DESCRIPTION
 LW1668
 LW1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW1668'THE STATION IS LOCATED 2 MILES NORTH OF WOODSTOCK, 1 MILE SOUTH
 LW1668'OF NORTH WOODSTOCK AND ON STATE HIGHWAY RIGHT-OF-WAY.
 LW1668'
 LW1668'TO REACH THE STATION FROM THE POST OFFICE IN WOODSTOCK, GO
 LW1668'NORTHWESTERLY ON STATE HIGHWAY 169 FOR 1.9 MILES TO AZIMUTH
 LW1668'MARK (5306 CTGS) ON THE RIGHT AS DESCRIBED.  CONTINUE
 LW1668'NORTHWESTERLY ON HIGHWAY 169 FOR 0.15 MILE TO THE STATION ON
 LW1668'THE LEFT AS DESCRIBED.
 LW1668'
 LW1668'STATION MARK, STAMPED---GRAVELLY 1977---, IS A STANDARD DISK
 LW1668'SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 4 FEET ON ONE
 LW1668'SIDE AND IS FLUSH ON THE OTHER.  IT IS 23 FEET WEST OF THE
 LW1668'CENTER OF STATE HIGHWAY 169, 16 FEET EAST OF A METAL WITNESS
 LW1668'POST AND 12 FEET SOUTHEAST OF A 20-INCH TREE.
 LW1668'
 LW1668'REFERENCE MARK 1, STAMPED---GRAVELLY NO 1 1977---, IS A
 LW1668'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LW1668'ABOUT 3 INCHES.  IT IS 33 FEET NORTH OF POWER POLE NO. 729,
 LW1668'23 FEET EAST OF THE CENTER OF STATE HIGHWAY 169 AND 2 FEET
 LW1668'WEST OF A ROCK FENCE.
 LW1668'
 LW1668'REFERENCE MARK 2, STAMPED---GRAVELLY NO 2 1977---, IS A
 LW1668'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LW1668'THAT IS FLUSH WITH THE GROUND.  IT IS 23 FEET WEST OF THE
 LW1668'CENTER OF STATE HIGHWAY 169, 16 FEET NORTHEAST OF A 24-INCH
 LW1668'TREE AND 14 FEET EAST OF A ROCK FENCE.
 LW1668'
 LW1668'5306 CTGS, STAMPED---5306---, IS A CONNECTICUT GEODETIC SURVEY
 LW1668'DISK SET IN THE TOP OF A SQUARE 6-INCH BY 6-INCH CONCRETE POST
 LW1668'THAT IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 56 FEET
 LW1668'SOUTH OF POWER POLE NO. 3854, 17.5 FEET SOUTHEAST OF THE
 LW1668'CENTER OF STATE HIGHWAY 169 AND 9 FEET NORTHWEST OF A ROCK
 LW1668'FENCE.
 LW1668'
 LW1668'5305 CTGS, STAMPED---5305---, IS A CONNECTICUT GEODETIC SURVEY
 LW1668'DISK SET IN THE TOP OF A SQUARE 6-INCH BY 6-INCH CONCRETE POST
 LW1668'THAT IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 20 FEET
 LW1668'EAST OF THE CENTER OF STATE HIGHWAY 169, 13 FEET SOUTHWEST
 LW1668'OF A 36-INCH APPLE TREE AND 8.5 FEET WEST OF A ROCK FENCE.
 LW1668'
 LW1668'TO REACH 5306 CTGS FROM THE STATION GO NORTHERLY ON STATE
 LW1668'HIGHWAY 169 FOR 0.2 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LW1668'
 LW1668'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.5 METERS.
 LW1668'
 LW1668'DESCRIBED BY L.K. ZURFLUH.
 LW1668
 LW1668                          STATION RECOVERY (1984)
 LW1668
 LW1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1668'1.7 KM (1.05 MI) SOUTH FROM NORTH WOODSTOCK.
 LW1668'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 169 FROM THE JUNCTION OF
 LW1668'STATE HIGHWAY 197 IN NORTH WOODSTOCK TO THE MARK ON THE RIGHT, IN TOP
 LW1668'OF A 3.6 BY 1.2 METER (12 BY 4 FT) ROCK OUTCROP PROJECTING 1.1 METERS
 LW1668'(3.5 FT) ABOVE THE GROUND, 6.70 METERS (22.0 FT) WEST OF THE
 LW1668'CENTERLINE OF THE HIGHWAY, 45.11 METERS (148.0 FT) NORTH OF THE CENTER
 LW1668'OF RIDGEWOOD ROAD, 4.90 METERS (16.0 FT) EAST OF A ROCK FENCE.
 LW1668'THE MARK IS 4.70 METERS  E FROM A WITNESS POST.
 LW1668'THE MARK IS 1.1 M ABOVE HIGHWAY.
 LW1668
 LW1668                          STATION RECOVERY (1986)
 LW1668
 LW1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1668'RECOVERED IN GOOD CONDITION.
 LW1668
 LW1668                          STATION RECOVERY (1996)
 LW1668
 LW1668'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1668'RECOVERED IN GOOD CONDITION.
 LW1668
 LW1668                          STATION RECOVERY (2004)
 LW1668
 LW1668'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW1668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3383 ***********************************************************************
 LW3383  DESIGNATION -  GRAVES
 LW3383  PID         -  LW3383
 LW3383  STATE/COUNTY-  CT/NEW LONDON
 LW3383  USGS QUAD   -  MYSTIC (1984)
 LW3383
 LW3383                         *CURRENT SURVEY CONTROL
 LW3383  ___________________________________________________________________
 LW3383* NAD 83(1996)-  41 19 04.88644(N)    071 59 57.43997(W)     ADJUSTED  
 LW3383* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3383  ___________________________________________________________________
 LW3383  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 LW3383  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3383
 LW3383  HORZ ORDER  -  THIRD
 LW3383
 LW3383.The horizontal coordinates were established by classical geodetic methods
 LW3383.and adjusted by the National Geodetic Survey in August 1998..
 LW3383
 LW3383.The orthometric height was scaled from a topographic map.
 LW3383
 LW3383.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3383
 LW3383.The geoid height was determined by GEOID03.
 LW3383
 LW3383;                    North         East     Units Scale Factor Converg.
 LW3383;SPC CT       -   206,501.802   367,655.855   MT  0.99999019   +0 29 52.0
 LW3383;SPC CT       -   677,498.00  1,206,217.58   sFT  0.99999019   +0 29 52.0
 LW3383;SPC NY L     -   129,771.744   467,508.666   MT  1.00002820   +1 18 31.1
 LW3383;SPC NY L     -   425,759.46  1,533,818.02   sFT  1.00002820   +1 18 31.1
 LW3383;UTM  19      - 4,578,402.099   248,956.649   MT  1.00037569   -1 58 52.6
 LW3383;UTM  18      - 4,578,406.219   751,162.408   MT  1.00037642   +1 58 56.0
 LW3383
 LW3383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3383!SPC CT       -   1.00000486  x   0.99999019  =   0.99999505
 LW3383!SPC NY L     -   1.00000486  x   1.00002820  =   1.00003306
 LW3383!UTM  19      -   1.00000486  x   1.00037569  =   1.00038055
 LW3383!UTM  18      -   1.00000486  x   1.00037642  =   1.00038128
 LW3383
 LW3383|---------------------------------------------------------------------|
 LW3383| PID    Reference Object                     Distance      Geod. Az  |
 LW3383|                                                           dddmmss.s |
 LW3383| CB7745 GRAVES RM 2                          18.940 METERS 01201     |
 LW3383| LW3393 NOANK LIGHT                         APPROX. 1.0 KM 1003857.4 |
 LW3383| LX0191 GROTON                              APPROX. 1.3 KM 2001437.6 |
 LW3383| CB7744 GRAVES RM 1                          15.240 METERS 33901     |
 LW3383|---------------------------------------------------------------------|
 LW3383
 LW3383                          SUPERSEDED SURVEY CONTROL
 LW3383
 LW3383  NAD 83(1992)-  41 19 04.88517(N)    071 59 57.43910(W) AD(       ) 3
 LW3383  NAD 83(1986)-  41 19 04.88577(N)    071 59 57.44329(W) AD(       ) 3
 LW3383  NAD 27      -  41 19 04.53500(N)    071 59 59.17100(W) AD(       ) 3
 LW3383
 LW3383.Superseded values are not recommended for survey control.
 LW3383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3383.See file dsdata.txt to determine how the superseded data were derived.
 LW3383
 LW3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4895778402(NAD 83)
 LW3383_MARKER: DS = TRIANGULATION STATION DISK
 LW3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3383_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3383+STABILITY: SURFACE MOTION
 LW3383
 LW3383  HISTORY     - Date     Condition        Report By
 LW3383  HISTORY     - 1934     MONUMENTED       CGS
 LW3383  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW3383
 LW3383                          STATION DESCRIPTION
 LW3383
 LW3383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3383'THE STATION IS LOCATED ON THE LONG NARROW POINT BETWEEN GROTON
 LW3383'LONG POINT AND MORGAN POINT AND IS 0.3 MILE S OF STATE HIGHWAY
 LW3383'215.  THE STATION IS A STANDARD DISK SET IN THE TOP OF A 12-BY 12-
 LW3383'BY 30-INCH CONCRETE POST, 30 METERS NORTHERLY OF HIGH WATER MARK,
 LW3383'IN THE CENTER OF THE POINT, AND ABOUT 2 METERS ABOVE HIGH WATER
 LW3383'LEVEL.  IT IS ON THE PROPERTY OF DR. C.B. GRAVES.  THE
 LW3383'SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 LW3383'CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LW3383'
 LW3383'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE STANDARD DISKS
 LW3383'
 LW3383'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LW3383'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LW3383'SET IN THE TOPS OF TWO 12- BY 12- BY 30-INCH CONCRETE POSTS N AND
 LW3383'NE OF THE STATION RESPECTIVELY.
 LW3383'
 LW3383'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3383
 LW3383                          STATION RECOVERY (1954)
 LW3383
 LW3383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3383'STATION AND REFERENCE MARK 2 ARE DESTROYED.  POINT HAS ERODED, AND
 LW3383'MONUMENTS ARE LYING ON SIDE ON FORESHORE.  REFERENCE MARK 1
 LW3383'RECOVERED IN POOR CONDITION.  THE MONUMENT DOES NOT APPEAR TO BE
 LW3383'DISTURBED ALTHOUGH IT IS NOW ON THE HIGH WATERMARK, AND ONE SIDE
 LW3383'IS COMPLETELY EXPOSED.  IT WILL PROBABLY SOON BE WASHED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5130 ***********************************************************************
 LX5130  DESIGNATION -  GRAVES CHIMNEY
 LX5130  PID         -  LX5130
 LX5130  STATE/COUNTY-  CT/NEW LONDON
 LX5130  USGS QUAD   -  UNCASVILLE (1984)
 LX5130
 LX5130                         *CURRENT SURVEY CONTROL
 LX5130  ___________________________________________________________________
 LX5130* NAD 83(1996)-  41 25 23.47655(N)    072 03 22.89452(W)     ADJUSTED  
 LX5130* NAVD 88     -                                                        
 LX5130  ___________________________________________________________________
 LX5130  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LX5130  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5130
 LX5130  HORZ ORDER  -  THIRD
 LX5130
 LX5130.The horizontal coordinates were established by classical geodetic methods
 LX5130.and adjusted by the National Geodetic Survey in August 1998..
 LX5130
 LX5130
 LX5130.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5130
 LX5130.The geoid height was determined by GEOID03.
 LX5130
 LX5130;                    North         East     Units Scale Factor Converg.
 LX5130;SPC CT       -   218,140.961   362,783.816   MT  0.99998499   +0 27 35.7
 LX5130;SPC CT       -   715,684.14  1,190,233.24   sFT  0.99998499   +0 27 35.7
 LX5130;UTM  18      - 4,589,919.364   745,988.133   MT  1.00034474   +1 56 54.7
 LX5130;UTM  19      - 4,590,246.014   244,591.276   MT  1.00040288   -2 01 23.6
 LX5130
 LX5130                          SUPERSEDED SURVEY CONTROL
 LX5130
 LX5130  NAD 83(1992)-  41 25 23.47558(N)    072 03 22.89372(W) AD(       ) 4
 LX5130  NAD 83(1986)-  41 25 23.47601(N)    072 03 22.89721(W) AD(       ) 4
 LX5130  NAD 27      -  41 25 23.13000(N)    072 03 24.62000(W) AD(       ) 3
 LX5130
 LX5130.Superseded values are not recommended for survey control.
 LX5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5130.See file dsdata.txt to determine how the superseded data were derived.
 LX5130
 LX5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4598889919(NAD 83)
 LX5130_MARKER: 85 = CHIMNEY
 LX5130
 LX5130  HISTORY     - Date     Condition        Report By
 LX5130  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5130  HISTORY     - 1961     GOOD             CGS
 LX5130  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5130
 LX5130                          STATION DESCRIPTION
 LX5130
 LX5130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5130'GRAVES HOUSE IS ON THE N SIDE OF THE GALES FERRY-GROTON CENTER
 LX5130'ROAD AND SOUTHWESTERLY OF STATION VINEGAR HILL.  IT IS A 2-STORY
 LX5130'FRAME HOUSE ABOUT 75 FEET N OF THE ROAD AND JUST W OF THE 3 FORKS
 LX5130'OF THE ROAD.  THE SQUARE BRICK CHIMNEY HAS BEEN PLASTERED WITH
 LX5130'CONCRETE AND IS IN THE CENTER OF THE HOUSE.  THE RIDGE POLE
 LX5130'RUNS E AND W.
 LX5130'
 LX5130'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT
 LX5130'40 FEET.
 LX5130
 LX5130                          STATION RECOVERY (1961)
 LX5130
 LX5130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5130'THE STATION WAS RECOVERED IN FAIR CONDITION AS DESCRIBED BY
 LX5130'G.C.M. IN 1934.  THE HOUSE IS NOW ABANDONED.
 LX5130
 LX5130                          STATION RECOVERY (1984)
 LX5130
 LX5130'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5130'GRAVES CHIMNEY 1934 DESTROYED NOT IN EXISTENCE.
 LX5130'
 LX5130'PRESENT OWNER SAID HOUSE USED TO BE ON HIS PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2883 ***********************************************************************
 KU2883  DESIGNATION -  GREAT CAPTAIN IS LH 1882
 KU2883  PID         -  KU2883
 KU2883  STATE/COUNTY-  CT/FAIRFIELD
 KU2883  USGS QUAD   -  BAYVILLE (1975)
 KU2883
 KU2883                         *CURRENT SURVEY CONTROL
 KU2883  ___________________________________________________________________
 KU2883* NAD 83(1996)-  40 58 57.04373(N)    073 37 24.95547(W)     ADJUSTED  
 KU2883* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2883  ___________________________________________________________________
 KU2883  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 KU2883  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU2883
 KU2883  HORZ ORDER  -  SECOND
 KU2883
 KU2883.The horizontal coordinates were established by classical geodetic methods
 KU2883.and adjusted by the National Geodetic Survey in January 1999..
 KU2883
 KU2883.The orthometric height was scaled from a topographic map.
 KU2883
 KU2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2883
 KU2883.The geoid height was determined by GEOID03.
 KU2883
 KU2883;                    North         East     Units Scale Factor Converg.
 KU2883;SPC CT       -   169,339.278   231,279.908   MT  1.00002910   -0 34 45.3
 KU2883;SPC CT       -   555,573.95    758,790.83   sFT  1.00002910   -0 34 45.3
 KU2883;SPC NY E     -   238,975.592   223,748.700   MT  0.99996692   +0 34 29.3
 KU2883;SPC NY E     -   784,039.09    734,082.19   sFT  0.99996692   +0 34 29.3
 KU2883;UTM  18      - 4,537,727.963   615,789.624   MT  0.99976501   +0 54 10.0
 KU2883
 KU2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2883!SPC CT       -   1.00000487  x   1.00002910  =   1.00003397
 KU2883!SPC NY E     -   1.00000487  x   0.99996692  =   0.99997179
 KU2883!UTM  18      -   1.00000487  x   0.99976501  =   0.99976987
 KU2883
 KU2883:                Primary Azimuth Mark                     Grid Az
 KU2883:SPC CT       -  GREENWICH CHURCH SPIRE                   000 58 54.4
 KU2883:SPC NY E     -  GREENWICH CHURCH SPIRE                   359 49 39.8
 KU2883:UTM  18      -  GREENWICH CHURCH SPIRE                   359 29 59.1
 KU2883
 KU2883|---------------------------------------------------------------------|
 KU2883| PID    Reference Object                     Distance      Geod. Az  |
 KU2883|                                                           dddmmss.s |
 KU2883| LX3910 GREENWICH CHURCH SPIRE              APPROX. 5.9 KM 0002409.1 |
 KU2883| LX3897 BLACK STACK                         APPROX. 5.7 KM 0224658.2 |
 KU2883| LX3905 STACK B                             APPROX. 8.5 KM 0440320.5 |
 KU2883| KU2888 SPIN                                APPROX. 2.1 KM 0491426.9 |
 KU2883| LX3891 WRECK                               APPROX. 3.6 KM 0523318.8 |
 KU2883| LX3902 STAMFORD HARBOR LIGHTHOUSE          APPROX. 7.6 KM 0630429.0 |
 KU2883| KU2873 END                                 APPROX.11.0 KM 1343440.8 |
 KU2883| KU2917 WHITE                               APPROX. 9.7 KM 1445154.8 |
 KU2883| KU2889 STAFF                               APPROX. 8.6 KM 1632203.0 |
 KU2883| KU2928 LOCUST VALLEY PIPING ROCK TANK      APPROX.13.2 KM 1641912.1 |
 KU2883| KU2915 YEL                                 APPROX. 9.1 KM 1681344.6 |
 KU2883| KU3058 BAT                                 APPROX. 5.4 KM 2423344.6 |
 KU2883| KU3076 TWIN TOWERS EAST                    APPROX. 6.5 KM 2585542.5 |
 KU2883| KU3075 TWIN TOWERS WEST                    APPROX. 6.5 KM 2585651.9 |
 KU2883| KU3089 CLUBHOUSE                           455.896 METERS 2642837.0 |
 KU2883| KU3070 LARGE GAS TANK                      APPROX. 5.8 KM 2660553.5 |
 KU2883| KU3098 WATER TANK WHITE                    APPROX. 7.2 KM 2752837.5 |
 KU2883| KU3065 BELFRY                              APPROX. 3.8 KM 2822851.1 |
 KU2883| KU3072 BILTMORE                            APPROX. 6.5 KM 2851002.2 |
 KU2883| KU3100 YELLOW CHIMNEY INCINERATOR          APPROX. 3.2 KM 2884812.3 |
 KU2883| KU3099 WINDMILL NEAR                       APPROX. 4.5 KM 2921031.5 |
 KU2883| LX3933 WINDMILL FAR                        APPROX. 7.5 KM 2934051.7 |
 KU2883| KU3090 JONES ROCKS BEACON                  APPROX. 1.1 KM 3043248.0 |
 KU2883| LX3921 PORT CHESTER HS CLOCK TOWER         APPROX. 5.7 KM 3045937.4 |
 KU2883| LX3923 WINDMILL                            APPROX. 5.6 KM 3203213.9 |
 KU2883| LX3925 GOLD BALL TOWER                     APPROX. 4.7 KM 3541613.6 |
 KU2883|---------------------------------------------------------------------|
 KU2883
 KU2883                          SUPERSEDED SURVEY CONTROL
 KU2883
 KU2883  NAD 83(1996)-  40 58 57.04377(N)    073 37 24.95522(W) AD(       ) 2
 KU2883  NAD 83(1992)-  40 58 57.04331(N)    073 37 24.95506(W) AD(       ) 2
 KU2883  NAD 83(1986)-  40 58 57.04341(N)    073 37 24.95517(W) AD(       ) 2
 KU2883  NAD 83(1986)-  40 58 57.04339(N)    073 37 24.95527(W) AD(       ) 2
 KU2883  NAD 27      -  40 58 56.69300(N)    073 37 26.50000(W) AD(       ) 2
 KU2883
 KU2883.Superseded values are not recommended for survey control.
 KU2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2883.See file dsdata.txt to determine how the superseded data were derived.
 KU2883
 KU2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1579037728(NAD 83)
 KU2883_MARKER: 13 = LIGHTHOUSE
 KU2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KU2883+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1990
 KU2883
 KU2883  HISTORY     - Date     Condition        Report By
 KU2883  HISTORY     - 1882     FIRST OBSERVED   CGS
 KU2883  HISTORY     - 1916     GOOD             CGS
 KU2883  HISTORY     - 1930     GOOD             CGS
 KU2883  HISTORY     - 1931     GOOD             CGS
 KU2883  HISTORY     - 1933     GOOD             CGS
 KU2883  HISTORY     - 1934     GOOD             CGS
 KU2883  HISTORY     - 1942     GOOD             CGS
 KU2883  HISTORY     - 1957     GOOD             CGS
 KU2883  HISTORY     - 1958     GOOD             CGS
 KU2883  HISTORY     - 1986     GOOD             NOS
 KU2883  HISTORY     - 19900415 GOOD             NOSAMC
 KU2883
 KU2883                          STATION DESCRIPTION
 KU2883
 KU2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (JPB)
 KU2883'GREAT CAPTAIN ISLAND IS IN THE TOWN OF GREENWICH, CONNECTICUT.  THE
 KU2883'LIGHTHOUSE WAS BUILT IN 1868 AND MADE OF STONE.  IT IS 50 FEET
 KU2883'HIGH.
 KU2883
 KU2883                          STATION RECOVERY (1916)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 KU2883'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT.
 KU2883'
 KU2883'FROM LIGHT LIST 1916, LIGHT ABOVE HIGH WATER 73 FEET.
 KU2883
 KU2883                          STATION RECOVERY (1930)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU2883'A WHITE TOWER ON S GABLE OF GRANITE DWELLING NEAR THE SE END OF
 KU2883'GREAT CAPTAIN ISLAND.
 KU2883
 KU2883                          STATION RECOVERY (1931)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2883'A WHITE TOWER ON S GABLE OF GRANITE DWELLING ON THE SE PART OF
 KU2883'GREAT CAPTAIN ISLAND.  POINT OBSERVED ON WAS THE SPIKE ON THE
 KU2883'BALL ON TOP OF THE LIGHTHOUSE.
 KU2883
 KU2883                          STATION RECOVERY (1933)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (HAC)
 KU2883'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 KU2883
 KU2883                          STATION RECOVERY (1934)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU2883'RECOVERED AS DESCRIBED.
 KU2883
 KU2883                          STATION RECOVERY (1942)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WFD)
 KU2883'STATION RECOVERED AS DESCRIBED.  THE STATION IS A WHITE TOWER ON
 KU2883'SOUTH GABLE OF GRANITE DWELLING ON SOUTHEAST PART OF GREAT
 KU2883'CAPTAIN ISLAND.  POINT OBSERVED WAS THE FINIAL ATOP THE
 KU2883'TOWER.  HEIGH ABOVE WATER IS 73 FEET.
 KU2883
 KU2883                          STATION RECOVERY (1957)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 KU2883'STATION RECOVERED AS DESCRIBED.
 KU2883
 KU2883                          STATION RECOVERY (1958)
 KU2883
 KU2883'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 KU2883'RECOVERED AS DESCRIBED.
 KU2883
 KU2883                          STATION RECOVERY (1986)
 KU2883
 KU2883'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2883'THE STATION WAS RECOVERED AT THIS DATE.
 KU2883'THE GEODETIC POSITION WAS VERIFIED BY THEODOLITE INTERSECTION
 KU2883'FROM SEVERAL GROUND STATIONS.
 KU2883'
 KU2883'HEIGHT OF LIGHT SHOWN WAS 0.00 METERS ABOVE THE MARK.
 KU2883'
 KU2883'RECOVERED BY R DECROIX.
 KU2883
 KU2883                          STATION RECOVERY (1990)
 KU2883
 KU2883'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 KU2883'THE STATION IS LOCATED NEAR THE NORTH SHORE OF LONG ISLAND SOUND ABOUT
 KU2883'2.1 NAUTICAL MILES SOUTH OF THE VILLAGE OF GREENWICH, CONNETICUT, ON
 KU2883'GREAT CAPTAIN ISLAND NEAR THE SOUTHEAST SIDE OF THE ISLAND.  THE
 KU2883'LIGHTHOUSE IS NO LONGER ACTIVE OR MAINTAINED BY THE U.S. COAST GUARD
 KU2883'AND THE ISLAND AND LIGHTHOUSE ARE NOW THE PROPERTY OF THE VILLAGE OF
 KU2883'GREENWICH.  THERE IS A RESIDENT CARETAKER (MR OTTO LAURESDORF) WHO
 KU2883'RESIDES IN THE DWELLING WHICH IS ATTACHED TO THE LIGHTHOUSE.  THE U.S.
 KU2883'COAST GUARD HAS REPLACED THE LIGHTHOUSE WITH A MODERN LIGHT AFFIXED TO
 KU2883'A SKELETON STEEL TOWER SOME 100 M (328.1 FT) SOUTHEAST OF THE OLD
 KU2883'LIGHTHOUSE WHICH WAS CONSTRUCTED IN 1868.  THE STATION MAY BE REACHED
 KU2883'BY BOAT BY APPROACHING FROM THE SOUND SIDE OF THE ISLAND AND LANDING
 KU2883'AT THE COASTGUARD MAINTAINED PIER IN THE VICINITY OF THE NEW
 KU2883'NAVIGATIONAL LIGHT.  LIGHTHOUSE IS A WHITE STONE TOWER ATTACHED TO THE
 KU2883'SOUTH GABLE OF A GRANITE STONE DWELLING ON THE SOUTHEAST PART OF THE
 KU2883'ISLAND AND THE POINT OBSERVED WAS THE SPIKE AT THE TOP CENTER OF THE
 KU2883'OLD LIGHT HOUSING.  THE SPIKE IS NOW BENT AND MAY PRESENT DIFFICULTY
 KU2883'WHEN OBSERVING AT CLOSE RANGE BUT IS OF NO CONSEQUENCE OVER MEDIUM TO
 KU2883'LONG LINES.  AT THE TIME OF RECOVERY THE CARETAKER WAS WILLING TO
 KU2883'ALLOW ACCESS TO THE LIGHT HOUSING AND WAS QUITE HELPFUL.  RECOVERED BY
 KU2883'G H TUELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6108 ***********************************************************************
 LX6108  DESIGNATION -  GREAT HILL
 LX6108  PID         -  LX6108
 LX6108  STATE/COUNTY-  CT/MIDDLESEX
 LX6108  USGS QUAD   -  HADDAM (1971)
 LX6108
 LX6108                         *CURRENT SURVEY CONTROL
 LX6108  ___________________________________________________________________
 LX6108* NAD 83(1996)-  41 28 15.97581(N)    072 30 23.03290(W)     ADJUSTED  
 LX6108* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 LX6108  ___________________________________________________________________
 LX6108  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LX6108  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6108
 LX6108  HORZ ORDER  -  THIRD
 LX6108
 LX6108.The horizontal coordinates were established by classical geodetic methods
 LX6108.and adjusted by the National Geodetic Survey in August 1998..
 LX6108
 LX6108.The orthometric height was scaled from a topographic map.
 LX6108
 LX6108.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6108
 LX6108.The geoid height was determined by GEOID03.
 LX6108
 LX6108;                    North         East     Units Scale Factor Converg.
 LX6108;SPC CT       -   223,258.562   325,149.122   MT  0.99998373   +0 09 41.5
 LX6108;SPC CT       -   732,474.13  1,066,760.08   sFT  0.99998373   +0 09 41.5
 LX6108;UTM  18      - 4,594,057.969   708,223.613   MT  1.00013360   +1 39 07.1
 LX6108
 LX6108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6108!SPC CT       -   0.99998733  x   0.99998373  =   0.99997106
 LX6108!UTM  18      -   0.99998733  x   1.00013360  =   1.00012092
 LX6108
 LX6108:                Primary Azimuth Mark                     Grid Az
 LX6108:SPC CT       -  BRAINERDS CHIMNEY                        005 36 44.3
 LX6108:UTM  18      -  BRAINERDS CHIMNEY                        004 07 18.7
 LX6108
 LX6108|---------------------------------------------------------------------|
 LX6108| PID    Reference Object                     Distance      Geod. Az  |
 LX6108|                                                           dddmmss.s |
 LX6108| LX6106 BRAINERDS CHIMNEY                   APPROX. 2.8 KM 0054625.8 |
 LX6108| LX4895 BANNER LODGE GABLE                  APPROX. 6.1 KM 0361205.2 |
 LX6108| LX4902 ORCHARD MANSION BARN VENT           APPROX. 6.1 KM 0463425.7 |
 LX6108| LX4901 MOODUS BUCKLE SHOP TOWER            APPROX. 7.3 KM 0512335.0 |
 LX6108| LX6046 KLARS SILO                          APPROX. 3.9 KM 0561646.2 |
 LX6108| LX6042 ELIAS GABLE                         APPROX. 3.2 KM 0720210.3 |
 LX6108| LX6077 BINGHAM HOUSE GABLE                 APPROX. 4.3 KM 0771424.9 |
 LX6108| LX6028 WHITTEMORES GABLE                   APPROX. 1.6 KM 0901526.2 |
 LX6108| LX6053 SKINNERS GABLE                      APPROX. 3.9 KM 0921955.3 |
 LX6108| LX6025 FAARTOFTS CUPOLA                    APPROX. 1.1 KM 0970553.9 |
 LX6108| LX6075 BRAINARDS GABLE                     APPROX. 3.7 KM 0981507.3 |
 LX6108| LX6078 BRAINARDS BARN CUPOLA               APPROX. 3.7 KM 0990902.4 |
 LX6108| CZ6550 GREAT HILL RM 2                      32.326 METERS 15643     |
 LX6108| LX6122 HADDAM CAMP FILLEY FLAGPOLE         APPROX. 1.5 KM 2051654.2 |
 LX6108| LX6137 COCKAPONSET ST FOR RANGER HSE       APPROX. 1.6 KM 2260428.3 |
 LX6108| CZ6549 GREAT HILL RM 1                      21.110 METERS 25018     |
 LX6108| CZ6551 GREAT HILL RM 3                      21.152 METERS 25021     |
 LX6108| LX6130 KNOWLES HOMESTEAD CHIMNEY           APPROX. 3.6 KM 2564009.8 |
 LX6108| LX6853 OAKBROOK FARM BARN GABLE            APPROX. 6.9 KM 3154528.1 |
 LX6108| LX6147 LATSHAWS GABLE                      APPROX. 2.3 KM 3160518.0 |
 LX6108| LX6146 LATSHAW                             APPROX. 2.5 KM 3191240.3 |
 LX6108| LX6140 HADDAM CONG CHURCH                  APPROX. 1.2 KM 3212959.8 |
 LX6108| LX6138 HAZENS TOOLHOUSE GABLE              APPROX. 2.1 KM 3333551.4 |
 LX6108| LX6149 ROCK LANDING FRONT RANGE LT         APPROX. 3.2 KM 3341324.6 |
 LX6108| LX6148 ROCK LANDING REAR RANGE LT          APPROX. 3.2 KM 3352608.0 |
 LX6108| LX6862 HAMMERSETHS GABLE                   APPROX. 3.9 KM 3395358.4 |
 LX6108| LX6860 NYMANS GABLE                        APPROX. 4.6 KM 3413652.2 |
 LX6108| LX6139 CLARKS BARN GABLE                   APPROX. 3.2 KM 3453700.4 |
 LX6108| LX6126 HADDAM ISLAND FRONT RANGE LT        APPROX. 2.3 KM 3481707.7 |
 LX6108| LX6128 HADDAM ISLAND REAR RANGE LT         APPROX. 2.3 KM 3490958.1 |
 LX6108| LX6123 GILLETTES CHIMNEY                   APPROX. 2.5 KM 3514851.1 |
 LX6108| LX6127 HADDAM NECK CONG CH SPIRE           APPROX. 3.2 KM 3520309.7 |
 LX6108|---------------------------------------------------------------------|
 LX6108
 LX6108                          SUPERSEDED SURVEY CONTROL
 LX6108
 LX6108  NAD 83(1992)-  41 28 15.97504(N)    072 30 23.03275(W) AD(       ) 3
 LX6108  NAD 83(1986)-  41 28 15.97689(N)    072 30 23.03523(W) AD(       ) 3
 LX6108  NAD 27      -  41 28 15.61800(N)    072 30 24.73500(W) AD(       ) 3
 LX6108
 LX6108.Superseded values are not recommended for survey control.
 LX6108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6108.See file dsdata.txt to determine how the superseded data were derived.
 LX6108
 LX6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0822494058(NAD 83)
 LX6108_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6108_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6108+STABILITY: SURFACE MOTION
 LX6108
 LX6108  HISTORY     - Date     Condition        Report By
 LX6108  HISTORY     - 1934     MONUMENTED       CGS
 LX6108  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6108
 LX6108                          STATION DESCRIPTION
 LX6108
 LX6108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6108'THIS STATION IS ON THE HIGHEST PART OF THE OLD GREAT HILL
 LX6108'QUARRY PROPERTY.  AT PRESENT IT IS OWNED BY BEDROS KAZANJIAN
 LX6108'OF NEW ROCHELLE, NEW YORK.
 LX6108'
 LX6108'SURFACE AND UNDERGROUND MARK ARE STANDARD BRONZE DISKS SET IN
 LX6108'CONCRETE AS DESCRIBED IN NOTES 1A, AND 7A.  REFERENCE MARK NO.1
 LX6108'AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN
 LX6108'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX6108'
 LX6108'IT IS REACHED AS FOLLOWS--FROM MIDDLESEX COUNTY JAIL GO
 LX6108'SOUTHERLY ON ROUTE 9 0.53 MILE AND BEAR RIGHT.  GO 0.27 MILE
 LX6108'AND BEAR RIGHT ON THE OLD QUARRY ROAD.  GO 0.5 MILE TO THE TOP
 LX6108'OF THE HILL.
 LX6108'
 LX6108'THE TOP OF GREAT HILL HAS BEEN REMOVED AND THE HILL BISECTED
 LX6108'BY THE OPERATIONS ON THE NOW DEFUNCT ARNOLD QUARRY.  THE GENERAL
 LX6108'TREND OF THE CUT IS N AND S.
 LX6108'
 LX6108'THE STATION IS ON THE HIGHEST PART OF THE EASTERLY PORTION OF THE
 LX6108'HILL IN A LEVELED-OFF SECTION CALLED SKY-TOP BY THE PRESENT
 LX6108'OWNERS.  IT IS 21 METERS E OF VERTICAL E QUARRY WALL.  THE TOP
 LX6108'OF A PATH TO THE QUARRY FLOOR BEARS S 70 DEG W (MAGNETIC) AND
 LX6108'IS 23 METERS DISTANT.
 LX6108'
 LX6108'REFERENCE MARK NO.1 IS IN THE OUTCROPPING LEDGE DIRECTLY AT
 LX6108'THE TOP OF THE E QUARRY FACE.  THE TOP OF THE PATH INTO THE QUARRY
 LX6108'IS ABOUT 7 METERS SOUTHERLY.  REFERENCE MARK BEARS S 80 DEG W
 LX6108'(MAGNETIC).
 LX6108'
 LX6108'REFERENCE MARK NO.2 IS IN A SMALL BARE PATCH OF LEDGE JUST E
 LX6108'OF THE INBOUND TRAIL.  IT BEARS S 10 DEG E (MAGNETIC).
 LX6108'
 LX6108'HEIGHT OF SIGNAL ABOVE STATION MARK - 16 METERS.
 LX6108
 LX6108                          STATION RECOVERY (1976)
 LX6108
 LX6108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX6108'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 LX6108'GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN PRIED OUT OF THE ROCK
 LX6108'AND DESTROYED, REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A
 LX6108'LONGER DISTANCE OF 0.016 METERS WAS FOUND TO REFERENCE MARK 2.
 LX6108'
 LX6108'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF MIDDLETOWN,
 LX6108'ABOUT 2-1/2 MILES EAST OF THE JUNCTION OF STATE HIGHWAYS 9 AND
 LX6108'81, ABOUT 2-1/2 MILES NORTHWEST OF THE JUNCTION OF STATE
 LX6108'HIGHWAYS 82 AND 9A, ABOUT 1/2 MILE WEST OF THE CONNECTICUT
 LX6108'RIVER, ABOUT 3/4 MILES SOUTH OF THE VILLAGE OF HADDAM AND AT
 LX6108'THE EAST EDGE OF AN OLD ABANDONED ROCK QUARRY.
 LX6108'
 LX6108'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 LX6108'82 ABOUT 11 MILES SOUTHEAST OF MIDDLETOWN, GO NORTHEAST ON STATE
 LX6108'HIGHWAY 82 FOR 1.55 MILES TO THE JUNCTION OF STATE HIGHWAY
 LX6108'9A, TURN LEFT, GO NORTHWEST OF STATE HIGHWAYS 9A AND 82 FOR
 LX6108'0.35 MILE TO POINT WHERE STATE HIGHWAY 82 TURN EAST, CONTINUE
 LX6108'NORTHWEST ON STATE HIGHWAY 9A FOR 2.7 MILES TO A GRAVEL ROAD
 LX6108'LEFT.  (0.4 MILE SOUTHEAST OF OLD JAIL).  TURN LEFT, FOLLOW
 LX6108'GRAVEL ROAD UP FOR 0.3 MILE TO ROCK QUARRY AND STATION DICKINSON
 LX6108'2 ON SMALL KNOLL ON THE RIGHT.  CONTINUE SOUTHEASTERLY ON A
 LX6108'DIM TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 LX6108'
 LX6108'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 LX6108'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED GREAT
 LX6108'HILL 1934.  IT IS 62 FEET SOUTH OF A LARGE PILE OF ROCKS, 44.3
 LX6108'FEET WEST OF CENTER OF TRACK ROAD, 33.2 FEET EAST OF A WITNESS
 LX6108'SIGN NAILED TO A TREE, 3 FEET NORTHEAST OF A SMALL ROCK CAIRN AND
 LX6108'2.4 FEET NORTH OF A TRIANGLE BLAZED TREE.
 LX6108'
 LX6108'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6108'OUTCROPPING ROCK FLUSH WITH THE GROUND AND IS STAMPED GREAT HILL
 LX6108'NO 2 1934.  IT IS 24 FEET SOUTHEAST OF THE CLOSEST OF 2 30 INCH
 LX6108'OAK TREES, 6 FEET EAST OF CENTER OF TRACK ROAD AND 4.5 FEET
 LX6108'SOUTHWEST OF A BLAZED TREE.
 LX6108'
 LX6108'REFERENCE MARK 3 IS A STANDARD DISK SET A DRILL HOLE IN
 LX6108'OUTCROPPING ROCK AT THE EAST EDGE OF OLD ROCK QUARRY AND IS
 LX6108'STAMPED GREAT HILL NO 3 1934 1976.  IT IS 38 FEET SOUTHWEST OF
 LX6108'A 10 INCH OAK TREE WITH A WITNESS SIGN, 7.4 FEET WEST OF A
 LX6108'TWIN TRUNKED OAK TREE WITH A ORANGE PAINTED BLAZE AND 1.4 FEET
 LX6108'EAST OF THE EAST EDGE OF OLD QUARRY AND SHEAR DROPP OFF.
 LX6108'
 LX6108'NO AZIMUTH MARK AT THIS STATION.
 LX6108'
 LX6108'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6108'3/4 MILE SOUTHEAST OF HADDAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7437 ***********************************************************************
 LX7437  DESIGNATION -  GREAT MTN
 LX7437  PID         -  LX7437
 LX7437  STATE/COUNTY-  CT/LITCHFIELD
 LX7437  USGS QUAD   -  NEW MILFORD (1984)
 LX7437
 LX7437                         *CURRENT SURVEY CONTROL
 LX7437  ___________________________________________________________________
 LX7437* NAD 83(1996)-  41 32 14.45052(N)    073 27 05.24375(W)     ADJUSTED  
 LX7437* NAVD 88     -       320.5    (meters)    1052.     (feet)  VERTCON   
 LX7437  ___________________________________________________________________
 LX7437  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 LX7437  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX7437
 LX7437  HORZ ORDER  -  FIRST
 LX7437
 LX7437.The horizontal coordinates were established by classical geodetic methods
 LX7437.and adjusted by the National Geodetic Survey in August 1998..
 LX7437
 LX7437.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7437
 LX7437.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7437
 LX7437.The geoid height was determined by GEOID03.
 LX7437
 LX7437;                    North         East     Units Scale Factor Converg.
 LX7437;SPC CT       -   230,824.524   246,266.963   MT  0.99998314   -0 27 54.4
 LX7437;SPC CT       -   757,296.79    807,960.86   sFT  0.99998314   -0 27 54.4
 LX7437;UTM  18      - 4,599,568.178   629,173.368   MT  0.99980534   +1 01 37.2
 LX7437
 LX7437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7437!SPC CT       -   0.99995441  x   0.99998314  =   0.99993755
 LX7437!UTM  18      -   0.99995441  x   0.99980534  =   0.99975976
 LX7437
 LX7437:                Primary Azimuth Mark                     Grid Az
 LX7437:SPC CT       -  NORTHVILLE CLP MICROWAVE                 043 29 48.7
 LX7437:UTM  18      -  NORTHVILLE CLP MICROWAVE                 042 00 17.1
 LX7437
 LX7437|---------------------------------------------------------------------|
 LX7437| PID    Reference Object                     Distance      Geod. Az  |
 LX7437|                                                           dddmmss.s |
 LX7437| LX7449 NORTHVILLE CLP MICROWAVE            APPROX.10.3 KM 0430154.3 |
 LX7437| CR9122 GREAT MTN RM 2                       23.071 METERS 22218     |
 LX7437| CR9121 GREAT MTN RM 1                       20.558 METERS 35437     |
 LX7437|---------------------------------------------------------------------|
 LX7437
 LX7437                          SUPERSEDED SURVEY CONTROL
 LX7437
 LX7437  NAD 83(1992)-  41 32 14.45030(N)    073 27 05.24387(W) AD(       ) 1
 LX7437  NAD 83(1986)-  41 32 14.45190(N)    073 27 05.24508(W) AD(       ) 1
 LX7437  NAD 83(1986)-  41 32 14.45204(N)    073 27 05.24494(W) AD(       ) 1
 LX7437  NGVD 29 (10/23/89)  320.8    (m)         1052.     (f) VERT ANG       
 LX7437
 LX7437.Superseded values are not recommended for survey control.
 LX7437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7437.See file dsdata.txt to determine how the superseded data were derived.
 LX7437
 LX7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2917399568(NAD 83)
 LX7437_MARKER: DS = TRIANGULATION STATION DISK
 LX7437_SETTING: 66 = SET IN ROCK OUTCROP
 LX7437_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7437+STABILITY: POSITION/ELEVATION WELL
 LX7437
 LX7437  HISTORY     - Date     Condition        Report By
 LX7437  HISTORY     - 1983     MONUMENTED       NGS
 LX7437
 LX7437                          STATION DESCRIPTION
 LX7437
 LX7437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7437'THE STATION IS LOCATED ABOUT 5.7 KM (3.6 MI) SOUTHWEST OF
 LX7437'NEW MILFORD, 2.7 KM (1.7 MI) NORTH OF THE NORTH TIP OF
 LX7437'LITTLE NECK, 2.6 KM (1.6 MI) WEST-NORTHWEST OF LANESVILLE,
 LX7437'1.3 KM (0.8 MI) EAST-SOUTHEAST OF THE SOUTH TIP OF GREEN
 LX7437'ISLAND, EAST OF THE LITCHFIELD AND FAIRFIELD COUNTY
 LX7437'LINE AND ON THE NORTH-SOUTH PENINSULA OF CANDLEWOOD LAKE.
 LX7437'OWNERSHIP--MR FRED HUBER, RURAL ROUTE 2 BOX 93, SHERMAN
 LX7437'CT 06784, PHONE 203-355-0133.
 LX7437'
 LX7437'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 7 AND
 LX7437'STATE HIGHWAY 37 WHICH IS ABOUT 5.0 KM (3.1 MI) NORTHWEST
 LX7437'OF NEW MILFORD, GO WEST ON HIGHWAY 37 FOR 0.2 KM (0.15 MI)
 LX7437'TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 1.4 KM
 LX7437'(0.85 MI) TO A PAVED ROAD RIGHT, BULL MUCK ROAD.  TURN
 LX7437'RIGHT GOING SOUTHEAST FOR 1.2 KM (0.75 MI) TO T-ROAD.
 LX7437'TURN LEFT GOING SOUTHEAST FOR 2.7 KM (1.7 MI) TO CANDLEWOOD
 LX7437'LAKE ROAD ON THE RIGHT (JUST PAST A GUARD BOOTH).  CONTINUE
 LX7437'AHEAD FOR 0.8 KM (0.5 MI) TO A ROAD RIGHT (ORCHARD BEACH DR).
 LX7437'CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO WHERE SUNSET DR TURNS
 LX7437'RIGHT.  CONTINUE AHEAD LEFT FOR ABOUT 15.2 METERS (50 FT)
 LX7437'TO SKYLINE DRIVE ON THE RIGHT.  TURN RIGHT GOING SOUTH
 LX7437'ON SKYLINE DRIVE FOR 0.8 KM (0.5 MI) TO A TRACK ROAD LEFT.
 LX7437'TURN LEFT UPGRADE FOR 0.1 KM (0.05 MI) TO THE STATION IN
 LX7437'THE SOUTHWST CORNER OF A SMALL CLEARING.
 LX7437'
 LX7437'THE STATION IS A STANDARD NGS DISK
 LX7437'STAMPED---GREAT MTN 1983---,
 LX7437'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7437'13.1 METERS (43.0 FT) SOUTH-SOUTHEAST FROM AN OAK TREE OF 37 CM
 LX7437'DIAMETER,
 LX7437'6.1 METERS (20.0 FT) WEST-SOUTHWEST FROM AN OAK TREE OF 49 CM IN
 LX7437'DIAMETER AND
 LX7437'5.64 METERS (18.5 FT) NORTHWEST FROM A TWIN TRUNKED OAK TREE.
 LX7437'
 LX7437'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7437'STAMPED---GREAT MTN NO 1 1983---,
 LX7437'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7437'13.7 METERS (45.0 FT) EAST FROM THE APPROXIMATE CENTER OF A TRACK
 LX7437'ROAD,
 LX7437'7.6 METERS (25.0 FT) NORTHEAST FROM AN OAK TREE OF 37 CM IN
 LX7437'DIAMETER AND
 LX7437'2.6 METERS (8.5 FT) SOUTHEAST FROM AN OAK TREE OF 49 CM IN
 LX7437'DIAMETER.
 LX7437'MARK IS LEVEL WITH STATION.
 LX7437'
 LX7437'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7437'STAMPED---GREAT MTN NO 2 1983---,
 LX7437'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7437'14.9 METERS (49.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER
 LX7437'OF A TRACK ROAD,
 LX7437'8.3 METERS (27.0 FT) NORTHEAST FROM A TWIN TRUNKED OAK TREE AND
 LX7437'2.7 METERS (9.0 FT) EAST-NORTHEAST FROM A MULTITRUNKED OAK TREE.
 LX7437'MARK IS BELOW STATION 0.5 METERS.
 LX7437'
 LX7437'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.0 METERS.
 LX7437'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7437'
 LX7437'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3801 ***********************************************************************
 LX3801  DESIGNATION -  GREAT REEF BEACON
 LX3801  PID         -  LX3801
 LX3801  STATE/COUNTY-  CT/FAIRFIELD
 LX3801  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3801
 LX3801                         *CURRENT SURVEY CONTROL
 LX3801  ___________________________________________________________________
 LX3801* NAD 83(1996)-  41 02 36.28441(N)    073 25 21.09476(W)     ADJUSTED  
 LX3801* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3801  ___________________________________________________________________
 LX3801  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 LX3801  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX3801
 LX3801  HORZ ORDER  -  THIRD
 LX3801
 LX3801.The horizontal coordinates were established by classical geodetic methods
 LX3801.and adjusted by the National Geodetic Survey in August 1998..
 LX3801
 LX3801.The orthometric height was scaled from a topographic map.
 LX3801
 LX3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3801
 LX3801.The geoid height was determined by GEOID03.
 LX3801
 LX3801;                    North         East     Units Scale Factor Converg.
 LX3801;SPC CT       -   175,951.067   248,254.093   MT  1.00001951   -0 26 45.3
 LX3801;SPC CT       -   577,266.13    814,480.30   sFT  1.00001951   -0 26 45.3
 LX3801;SPC NY L     -    97,520.724   348,553.638   MT  1.00000058   +0 22 39.8
 LX3801;SPC NY L     -   319,949.24  1,143,546.39   sFT  1.00000058   +0 22 39.8
 LX3801;UTM  18      - 4,544,774.872   632,583.207   MT  0.99981635   +1 02 09.5
 LX3801
 LX3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3801!SPC CT       -   1.00000480  x   1.00001951  =   1.00002431
 LX3801!SPC NY L     -   1.00000480  x   1.00000058  =   1.00000538
 LX3801!UTM  18      -   1.00000480  x   0.99981635  =   0.99982115
 LX3801
 LX3801|---------------------------------------------------------------------|
 LX3801| PID    Reference Object                     Distance      Geod. Az  |
 LX3801|                                                           dddmmss.s |
 LX3801| CB3479 GREAT REEF BEACON RM 1                8.825 METERS 05729     |
 LX3801| LX3780 GREENS LEDGE LIGHTHOUSE             APPROX. 1.8 KM 2634628.3 |
 LX3801| LX3795 NORWALK GOLDEN HILL TANK            APPROX. 6.5 KM 3555824.3 |
 LX3801|---------------------------------------------------------------------|
 LX3801
 LX3801                          SUPERSEDED SURVEY CONTROL
 LX3801
 LX3801  NAD 83(1992)-  41 02 36.28411(N)    073 25 21.09234(W) AD(       ) 3
 LX3801  NAD 83(1986)-  41 02 36.28494(N)    073 25 21.09500(W) AD(       ) 3
 LX3801  NAD 27      -  41 02 35.93400(N)    073 25 22.67200(W) AD(       ) 3
 LX3801
 LX3801.Superseded values are not recommended for survey control.
 LX3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3801.See file dsdata.txt to determine how the superseded data were derived.
 LX3801
 LX3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3258344775(NAD 83)
 LX3801
 LX3801  HISTORY     - Date     Condition        Report By
 LX3801  HISTORY     - 1932     MONUMENTED       CGS
 LX3801  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3801  HISTORY     - 1988     GOOD             NPS
 LX3801
 LX3801                          STATION DESCRIPTION
 LX3801
 LX3801'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3801'THE STATION IS ABOUT 1/4 MILE SW OF SHEFFIELD ISLAND ON ROCK LEDGE
 LX3801'KNOWN AS GREAT REEF AND WHICH BARES AT HALF TIDE.
 LX3801'
 LX3801'THE STATION IS MARKED BY A POLE SET IN ROCK.  THE POLE IS 8 INCHES
 LX3801'IN DIAMETER AND IS SURMOUNTED BY A DAY MARK CONSISTING OF THE
 LX3801'FRUSTRUM OF A CONE.
 LX3801'
 LX3801'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN DRILL HOLE IN ROCK
 LX3801'WHICH BARES AT HALF TIDE.
 LX3801
 LX3801                          STATION RECOVERY (1959)
 LX3801
 LX3801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3801'RECOVERED IN EXCELLENT CONDITION.  THE POLE AND DAYMARK ARE IN GOOD
 LX3801'CONDITION.
 LX3801
 LX3801                          STATION RECOVERY (1988)
 LX3801
 LX3801'RECOVERY NOTE BY NATIONAL PARK SERVICE 1988 (PC)
 LX3801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3765 ***********************************************************************
 LX3765  DESIGNATION -  GREENFIELD CHURCH SPIRE
 LX3765  PID         -  LX3765
 LX3765  STATE/COUNTY-  CT/FAIRFIELD
 LX3765  USGS QUAD   -  WESTPORT (1975)
 LX3765
 LX3765                         *CURRENT SURVEY CONTROL
 LX3765  ___________________________________________________________________
 LX3765* NAD 83(1996)-  41 10 36.75070(N)    073 17 32.69850(W)     ADJUSTED  
 LX3765* NAVD 88     -                                                        
 LX3765  ___________________________________________________________________
 LX3765  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 LX3765  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3765
 LX3765  HORZ ORDER  -  THIRD
 LX3765
 LX3765.The horizontal coordinates were established by classical geodetic methods
 LX3765.and adjusted by the National Geodetic Survey in August 1998..
 LX3765
 LX3765
 LX3765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3765
 LX3765.The geoid height was determined by GEOID03.
 LX3765
 LX3765;                    North         East     Units Scale Factor Converg.
 LX3765;SPC CT       -   190,695.880   259,286.724   MT  1.00000242   -0 21 34.8
 LX3765;SPC CT       -   625,641.40    850,676.53   sFT  1.00000242   -0 21 34.8
 LX3765;SPC NY L     -   112,422.419   359,373.273   MT  1.00001113   +0 27 46.1
 LX3765;SPC NY L     -   368,839.22  1,179,043.81   sFT  1.00001113   +0 27 46.1
 LX3765;UTM  18      - 4,559,797.617   643,228.675   MT  0.99985248   +1 07 28.0
 LX3765
 LX3765                          SUPERSEDED SURVEY CONTROL
 LX3765
 LX3765  NAD 83(1992)-  41 10 36.75016(N)    073 17 32.69710(W) AD(       ) 4
 LX3765  NAD 83(1986)-  41 10 36.75256(N)    073 17 32.70031(W) AD(       ) 4
 LX3765  NAD 27      -  41 10 36.40700(N)    073 17 34.28200(W) AD(       ) 3
 LX3765
 LX3765.Superseded values are not recommended for survey control.
 LX3765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3765.See file dsdata.txt to determine how the superseded data were derived.
 LX3765
 LX3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4322959798(NAD 83)
 LX3765
 LX3765  HISTORY     - Date     Condition        Report By
 LX3765  HISTORY     - 1882     MONUMENTED       CGS
 LX3765  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3765  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3765  HISTORY     - 1934     SEE DESCRIPTION  CTGS
 LX3765  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3765  HISTORY     - 1987     GOOD             USPSQD
 LX3765
 LX3765                          STATION DESCRIPTION
 LX3765
 LX3765'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HPR)
 LX3765'IN 1908 H.P. RITTER REPORTED THAT THIS CHURCH AND SPIRE WERE
 LX3765'STILL IN EXISTENCE.  THE EDIFICE WAS ERECTED IN 1855 REPLACING
 LX3765'AN OLDER CHURCH WHICH HAD BEEN DETERMINED IN 1833.  THE CHURCH
 LX3765'SIDES AND SPIRE WERE PAINTED WHITE.  THE CHURCH IS THE
 LX3765'CONGREGATIONAL CHURCH, FACING THE VILLAGE GREEN.
 LX3765
 LX3765                          STATION RECOVERY (1933)
 LX3765
 LX3765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3765'GREENFIELD HILL CONGREGATIONAL CHURCH IS A WHITE FRAME
 LX3765'STRUCTURE.  BASE OF SPIRE IS SQUARE, HEXAGONAL PYRAMID ABOVE
 LX3765'SHINGLED.  ON EACH CORNER OF THE SQUARE BASE IS A SMALL
 LX3765'SPIRE.  STATION IS APEX OF GOLDEN WEATHER VANE ABOUT 150 FEET
 LX3765'ABOVE THE GROUND.  CHURCH IS OPPOSITE THE GREEN ON ACADEMY ROAD
 LX3765'IN THE GREENFIELD HILL SECTION OF THE TOWN OF FAIRFIELD.
 LX3765
 LX3765                          STATION RECOVERY (1934)
 LX3765
 LX3765'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1934
 LX3765'STATION IS ON TRIANGULAR GREEN ON N SIDE OF OLD ACADEMY ROAD,
 LX3765'ABOUT 2.8 MILES NORTHERLY FROM BOSTON POST ROAD, U.S. ROUTE 1, VIA
 LX3765'MILL PLAIN ROAD, STURGES ROAD, AND BRONSON ROAD.
 LX3765'
 LX3765'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT.
 LX3765
 LX3765                          STATION RECOVERY (1959)
 LX3765
 LX3765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3765'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.  SIGN AT CHURCH
 LX3765'SAYS, FOUNDED 1726.
 LX3765'
 LX3765'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION
 LX3765'SUFFICIENT.  THERE IS ONLY ONE CORRECTION TO BE MADE--G.C.M. 1933
 LX3765'RECOVERY NOTE SAYS, ON EACH CORNER OF THE SQUARE BASE IS A SMALL
 LX3765'SPIRE.  THERE ARE NO SMALL SPIRES HERE TODAY.  THIS SAME SENTENCE
 LX3765'SHOULD READ, ON EACH CORNER OF THE SQUARE BASE IS A SPOTLIGHT,
 LX3765'TO ILLUMINATE THE MAIN, TALL SPIRE, AND GOLDEN WEATHER
 LX3765'VANE.  OTHERWISE, ORIGINAL DESCRIPTION PLUS RECOVERY NOTES ARE
 LX3765'CORRECT.
 LX3765
 LX3765                          STATION RECOVERY (1987)
 LX3765
 LX3765'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6245 ***********************************************************************
 LX6245  DESIGNATION -  GREENHOUSE STACK
 LX6245  PID         -  LX6245
 LX6245  STATE/COUNTY-  CT/NEW HAVEN
 LX6245  USGS QUAD   -  GUILFORD (1984)
 LX6245
 LX6245                         *CURRENT SURVEY CONTROL
 LX6245  ___________________________________________________________________
 LX6245* NAD 83(1996)-  41 17 25.39014(N)    072 40 42.60970(W)     ADJUSTED  
 LX6245* NAVD 88     -                                                        
 LX6245  ___________________________________________________________________
 LX6245  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX6245  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX6245
 LX6245  HORZ ORDER  -  THIRD
 LX6245
 LX6245.The horizontal coordinates were established by classical geodetic methods
 LX6245.and adjusted by the National Geodetic Survey in August 1998..
 LX6245
 LX6245
 LX6245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6245
 LX6245.The geoid height was determined by GEOID03.
 LX6245
 LX6245;                    North         East     Units Scale Factor Converg.
 LX6245;SPC CT       -   203,161.818   310,789.522   MT  0.99999211   +0 02 50.7
 LX6245;SPC CT       -   666,540.06  1,019,648.62   sFT  0.99999211   +0 02 50.7
 LX6245;SPC NY L     -   125,624.166   410,693.514   MT  1.00002438   +0 51 51.7
 LX6245;SPC NY L     -   412,151.95  1,347,416.97   sFT  1.00002438   +0 51 51.7
 LX6245;UTM  18      - 4,573,592.916   694,389.043   MT  1.00006506   +1 31 56.6
 LX6245
 LX6245                          SUPERSEDED SURVEY CONTROL
 LX6245
 LX6245  NAD 83(1992)-  41 17 25.38925(N)    072 40 42.60955(W) AD(       ) 4
 LX6245  NAD 83(1986)-  41 17 25.39143(N)    072 40 42.61244(W) AD(       ) 4
 LX6245  NAD 27      -  41 17 25.04200(N)    072 40 44.26200(W) AD(       ) 3
 LX6245
 LX6245.Superseded values are not recommended for survey control.
 LX6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6245.See file dsdata.txt to determine how the superseded data were derived.
 LX6245
 LX6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9438973593(NAD 83)
 LX6245_MARKER: 63 = STACK
 LX6245
 LX6245  HISTORY     - Date     Condition        Report By
 LX6245  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6245  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6245  HISTORY     - 1962     GOOD             CGS
 LX6245  HISTORY     - 1984     GOOD             USPSQD
 LX6245
 LX6245                          STATION DESCRIPTION
 LX6245
 LX6245'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6245'THIS STACK IS ON THE LARGE GREENHOUSE OF WILLIAM PINCHBECK IN
 LX6245'THE VILLAGE OF GUILFORD.  THE GREENHOUSE IS N OF THAT PART OF
 LX6245'THE BOSTON POST ROAD KNOWN AS THE GUILFORD CUT-OFF AND JUST E OF
 LX6245'THE VILLAGE PROPER.
 LX6245'
 LX6245'THE CHIMNEY IS A STEEL STACK, PAINTED BLACK.  IT IS N OF THE
 LX6245'GREENHOUSE BUILDING AND ABOUT MIDWAY OF IT IN AN E AND W
 LX6245'DIRECTION.
 LX6245'
 LX6245'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6245
 LX6245                          STATION RECOVERY (1961)
 LX6245
 LX6245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6245'THE STACK HAS BEEN REBUILT ON THE ORIGINAL FOUNDATION.  THE
 LX6245'DESCRIPTION BY G.C.M. IN 1933 IS STILL ADEQUATE AND COMPLETE FOR
 LX6245'RECOVERY.
 LX6245
 LX6245                          STATION RECOVERY (1962)
 LX6245
 LX6245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6245'THE STATION WAS RECOVERED AS DESCRIBED.
 LX6245
 LX6245                          STATION RECOVERY (1984)
 LX6245
 LX6245'RECOVERY NOTE BY US POWER SQUADRON 1984 (PK)
 LX6245'THE STACK IS STILL STANDING AND IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3780 ***********************************************************************
 LX3780  DESIGNATION -  GREENS LEDGE LIGHTHOUSE
 LX3780  PID         -  LX3780
 LX3780  STATE/COUNTY-  CT/FAIRFIELD
 LX3780  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3780
 LX3780                         *CURRENT SURVEY CONTROL
 LX3780  ___________________________________________________________________
 LX3780* NAD 83(1996)-  41 02 29.93628(N)    073 26 37.87136(W)     ADJUSTED  
 LX3780* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3780  ___________________________________________________________________
 LX3780  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LX3780  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX3780
 LX3780  HORZ ORDER  -  THIRD
 LX3780
 LX3780.The horizontal coordinates were established by classical geodetic methods
 LX3780.and adjusted by the National Geodetic Survey in August 1998..
 LX3780
 LX3780.The orthometric height was scaled from a topographic map.
 LX3780
 LX3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3780
 LX3780.The geoid height was determined by GEOID03.
 LX3780
 LX3780;                    North         East     Units Scale Factor Converg.
 LX3780;SPC CT       -   175,769.416   246,459.382   MT  1.00001977   -0 27 36.2
 LX3780;SPC CT       -   576,670.16    808,592.16   sFT  1.00001977   -0 27 36.2
 LX3780;UTM  18      - 4,544,546.915   630,794.163   MT  0.99981055   +1 01 18.9
 LX3780
 LX3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3780!SPC CT       -   1.00000480  x   1.00001977  =   1.00002457
 LX3780!UTM  18      -   1.00000480  x   0.99981055  =   0.99981535
 LX3780
 LX3780:                Primary Azimuth Mark                     Grid Az
 LX3780:SPC CT       -  EATONS NECK LIGHTHOUSE 1833              157 45 45.3
 LX3780:UTM  18      -  EATONS NECK LIGHTHOUSE 1833              156 16 50.2
 LX3780
 LX3780|---------------------------------------------------------------------|
 LX3780| PID    Reference Object                     Distance      Geod. Az  |
 LX3780|                                                           dddmmss.s |
 LX3780| KU2715 EATONS NECK LIGHTHOUSE 1833         APPROX.10.6 KM 1571809.1 |
 LX3780| KU2685 BARGE                               APPROX.11.9 KM 1774704.0 |
 LX3780| LX3901 CONE                                APPROX. 6.7 KM 2530441.5 |
 LX3780| LX3784 LONG NECK FLAGPOLE                  APPROX. 2.9 KM 2580803.2 |
 LX3780| LX3805 SQUARE                              APPROX. 3.1 KM 2894846.5 |
 LX3780|---------------------------------------------------------------------|
 LX3780
 LX3780                          SUPERSEDED SURVEY CONTROL
 LX3780
 LX3780  NAD 83(1992)-  41 02 29.93583(N)    073 26 37.86943(W) AD(       ) 3
 LX3780  NAD 83(1986)-  41 02 29.93649(N)    073 26 37.87241(W) AD(       ) 3
 LX3780  NAD 27      -  41 02 29.58700(N)    073 26 39.44300(W) AD(       ) 3
 LX3780
 LX3780.Superseded values are not recommended for survey control.
 LX3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3780.See file dsdata.txt to determine how the superseded data were derived.
 LX3780
 LX3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3079444547(NAD 83)
 LX3780_MARKER: 13 = LIGHTHOUSE
 LX3780_SETTING: 0 = UNSPECIFIED SETTING
 LX3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3780+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1990
 LX3780
 LX3780  HISTORY     - Date     Condition        Report By
 LX3780  HISTORY     - 1904     FIRST OBSERVED   CGS
 LX3780  HISTORY     - 1909     SEE DESCRIPTION  CGS
 LX3780  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3780  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3780  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3780  HISTORY     - 1983     GOOD             NGS
 LX3780  HISTORY     - 1987     GOOD             USPSQD
 LX3780  HISTORY     - 19900415 GOOD             NOSAMC
 LX3780  HISTORY     - 19950919 GOOD             USPSQD
 LX3780
 LX3780                          STATION DESCRIPTION
 LX3780
 LX3780'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (HPR)
 LX3780'BUILT IN 1902, AND UNCHANGED SINCE THAT DATE.  LIGHTHOUSE CONSISTS
 LX3780'OF A CYLINDRICAL BLACK PIER, EXPANDING IN TRUMPET SHAPE AT ITS
 LX3780'UPPER END TO FORM A GALLERY, SURMOUNTED BY A CONICAL IRON TOWER,
 LX3780'THE GALLERY AT ITS BASE BEING COVERED.  TOWER IS SURMOUNTED BY
 LX3780'LANTERN.  THE PIER IS BLACK.  THE TOWER, LOWER HALF BROWN, UPPER
 LX3780'HALF WHITE.  THE LANTERN BLACK.
 LX3780
 LX3780                          STATION RECOVERY (1931)
 LX3780
 LX3780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3780'CONICAL TOWER, UPPER HALF WHITE, LOWER HALF BROWN.  ON BLACK
 LX3780'CYLINDRICAL PIER ON THE W END OF LEDGE EXTENDING SW OF SHEFFIELD
 LX3780'ISLAND.  POINT OBSERVED WAS THE SPIKE ON THE BALL ON TOP OF THE
 LX3780'LIGHTHOUSE.
 LX3780
 LX3780                          STATION RECOVERY (1942)
 LX3780
 LX3780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (WFH)
 LX3780'RECOVERED AS DESCRIBED EXCEPT AS NOTED.  LIGHTHOUSE CONSISTS OF
 LX3780'A CYLINDRICAL BLACK PIER, EXPANDING IN TRUMPET SHAPE AT ITS UPPER
 LX3780'END TO FORM A GALLERY, SURMOUNTED BY A CONICAL IRON TOWER, THE
 LX3780'GALLERY AT ITS BASE BEING COVERED.  TOWER IS SURMOUNTED BY
 LX3780'LANTERN.  THE PIER IS BLACK.  THE TOWER, LOWER HALF BROWN, UPPER
 LX3780'HALF WHITE.  THE LANTERN BLACK.  THE ONLY CHANGE NOTED WAS THAT
 LX3780'THE GALLERY BELOW THE LANTERN GALLERY HAD BEEN ENCLOSED BY
 LX3780'PANELING BUT LEAVING SUFFICIENT WALKWAY OUTSIDE ITS
 LX3780'CIRCUMFERENCE.  THIS LATTER IS DUE TO WAR EXIGENCIES IN THAT
 LX3780'PROTECTION IS NEEDED FOR MEN ON WATCH FOR STRANGE VESSELS.  THE
 LX3780'LIGHT IS 62 FEET ABOVE HIGH WATER.  THE FINIAL ATOP THE
 LX3780'LIGHT WAS OBSERVED ON.
 LX3780
 LX3780                          STATION RECOVERY (1958)
 LX3780
 LX3780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3780'RECOVERED AS DESCRIBED.
 LX3780
 LX3780                          STATION RECOVERY (1983)
 LX3780
 LX3780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3780'STATION WAS RECOVERED IN APPARENT GOOD CONDITION.  STATION
 LX3780'WAS NOT VISITED, VIEWED THROUGH BINOCULARS ONLY.
 LX3780'THE STATION, GREENS LEDGE LIGHTHOUSE FINIAL (NOT THE
 LX3780'NAVIGATION LIGHT ATOP A POLE NOT CENTERED ON THE ROOF).
 LX3780'
 LX3780'THE STATION IS LOCATED 2 KM (1.25 MI) SOUTHWEST OF THE
 LX3780'SOUTHWEST END OF SHEFFIELD ISLAND, 3 KM (1.9 MI) EAST-
 LX3780'NORTHEAST OF LONG NECK POINT.
 LX3780'
 LX3780'DESCRIBED BY G. R. HEID.
 LX3780
 LX3780                          STATION RECOVERY (1987)
 LX3780
 LX3780'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3780'RECOVERED IN GOOD CONDITION.
 LX3780
 LX3780                          STATION RECOVERY (1990)
 LX3780
 LX3780'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 LX3780'THE STATION IS LOCATED IN CONNETICUT ON LONG ISLAND SOUND ABOUT 3.8
 LX3780'NAUTICAL MILES SOUTHWEST OF THE CITY OF EAST NORWALK ABOUT 1 NAUTICAL
 LX3780'MILE OFFSHORE AND SOUTH OF THE MOUTH OF FIVEMILE RIVER AT THE WEST END
 LX3780'OF A LONG LEDGE WHICH EXTENDS SOUTHWEST FROM THE WESTERN TIP OF
 LX3780'SHEFFIELD ISLAND WHICH IS KNOWN AS GREENS LEDGE AND IS THE FINIAL ATOP
 LX3780'THE LIGHT HOUSING OF THE LIGHTHOUSE. THE LIGHTHOUSE CONSISTS OF AN
 LX3780'IRON TOWER WITH THE UPPER HALF PAINTED WHITE AND THE LOWER HALF
 LX3780'PAINTED A REDDISH BROWN SUPPORTED BY A BELL TOPPED PIER ANCHORED INTO
 LX3780'THE LEDGE.  THIS IS LIGHT NUMBER 20090 IN THE 1989 EDITION OF VOLUME 1
 LX3780'OF THE U.S. COAST GUARD LIGHT LIST, NAMED GREENS LEDGE LIGHT AND THE
 LX3780'LIGHT FLASHES ALTERNATING WHITE AND RED.  AT THE TIME OF THIS RECOVERY
 LX3780'THE LIGHTHOUSE WAS NOT VISITED OR OCCUPIED BUT ITS POSITION WAS
 LX3780'VERIFIED IN AZIMUTH FROM SEVERAL STATIONS ON THE LONG ISLAND SIDE OF
 LX3780'THE SOUND.  RECOVERED BY C S MIDDLETON JR.
 LX3780
 LX3780                          STATION RECOVERY (1995)
 LX3780
 LX3780'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3910 ***********************************************************************
 LX3910  DESIGNATION -  GREENWICH CHURCH SPIRE
 LX3910  PID         -  LX3910
 LX3910  STATE/COUNTY-  CT/FAIRFIELD
 LX3910  USGS QUAD   -  STAMFORD (1984)
 LX3910
 LX3910                         *CURRENT SURVEY CONTROL
 LX3910  ___________________________________________________________________
 LX3910* NAD 83(1996)-  41 02 07.13404(N)    073 37 23.19173(W)     ADJUSTED  
 LX3910* NAVD 88     -                                                        
 LX3910  ___________________________________________________________________
 LX3910  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 LX3910  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX3910
 LX3910  HORZ ORDER  -  THIRD
 LX3910
 LX3910.The horizontal coordinates were established by classical geodetic methods
 LX3910.and adjusted by the National Geodetic Survey in August 1998..
 LX3910
 LX3910
 LX3910.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3910
 LX3910.The geoid height was determined by GEOID03.
 LX3910
 LX3910;                    North         East     Units Scale Factor Converg.
 LX3910;SPC CT       -   175,202.681   231,380.389   MT  1.00002072   -0 34 44.1
 LX3910;SPC CT       -   574,810.80    759,120.49   sFT  1.00002072   -0 34 44.1
 LX3910;SPC NY E     -   244,839.490   223,731.039   MT  0.99996689   +0 34 32.6
 LX3910;SPC NY E     -   803,277.56    734,024.25   sFT  0.99996689   +0 34 32.6
 LX3910;UTM  18      - 4,543,590.479   615,738.388   MT  0.99976487   +0 54 14.6
 LX3910
 LX3910                          SUPERSEDED SURVEY CONTROL
 LX3910
 LX3910  NAD 83(1992)-  41 02 07.13298(N)    073 37 23.19108(W) AD(       ) 4
 LX3910  NAD 83(1986)-  41 02 07.13448(N)    073 37 23.19137(W) AD(       ) 4
 LX3910  NAD 83(1986)-  41 02 07.13520(N)    073 37 23.19234(W) AD(       ) 4
 LX3910  NAD 27      -  41 02 06.78200(N)    073 37 24.74000(W) AD(       ) 3
 LX3910
 LX3910.Superseded values are not recommended for survey control.
 LX3910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3910.See file dsdata.txt to determine how the superseded data were derived.
 LX3910
 LX3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1573843590(NAD 83)
 LX3910_MARKER: 90 = CHURCH SPIRE
 LX3910
 LX3910  HISTORY     - Date     Condition        Report By
 LX3910  HISTORY     - 1892     FIRST OBSERVED   CGS
 LX3910  HISTORY     - 1910     GOOD             CGS
 LX3910  HISTORY     - 1916     GOOD             CGS
 LX3910  HISTORY     - 1931     GOOD             CGS
 LX3910  HISTORY     - 1934     GOOD             CGS
 LX3910  HISTORY     - 1957     GOOD             CGS
 LX3910  HISTORY     - 1981     GOOD             NGS
 LX3910  HISTORY     - 1983     GOOD             USPSQD
 LX3910  HISTORY     - 1983     GOOD             NGS
 LX3910  HISTORY     - 1988     GOOD             USPSQD
 LX3910  HISTORY     - 19930401 GOOD             USPSQD
 LX3910
 LX3910                          STATION DESCRIPTION
 LX3910
 LX3910'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX3910'IN 1910 IT WAS REPORTED THAT THIS STATION WAS STILL IN
 LX3910'EXISTENCE.  IT WAS FURTHER REPORTED THAT IT IS KNOWN AS THE
 LX3910'SECOND CONGREGATIONAL CHURCH, NOT THE FIRST CONGREGATIONAL CHURCH,
 LX3910'NOT THE FIRST CONGREGATIONAL CHURCH AS IT IS CALLED IN APPENDIX
 LX3910'NO. 8 REPORT FOR 1888.  THE CHURCH IS IN THE VILLAGE OF
 LX3910'GREENWICH.  IT WAS BUILT IN 1856-1858.  IT IS BUILT OF NATIVE
 LX3910'GRANITE AND HAS A SLATE ROOF.  THE TOWER AND STEEPLE ARE SAID
 LX3910'TO BE 212 FEET HIGH.  THE CHURCH IS LOCATED ON AN EMINENCE SAID TO
 LX3910'BE THE HIGHEST POINT ON THE ROAD BETWEEN NEW YORK CITY AND NEW
 LX3910'HAVEN.  IN 1908 THE FOLLOWING WAS ADDED TO THE EARLIER
 LX3910'DESCRIPTION--IT IS SITUATED IN THE SOUTHERN PART OF THE
 LX3910'TOWN OF GREENWICH, IN NORTHEASTERN PART OF THE VILLAGE OF
 LX3910'GREENWICH, ON THE WESTERN CORNER OF A JUNCTION OF STREETS, E
 LX3910'OF A CEMETERY AND IS A VERY PROMINENT OBJECT.  THE CHURCH IS A
 LX3910'2-1/2 STORY GRANITE BUILDING WITH SLATED ROOF FACING SOUTHERLY,
 LX3910'AT THE SOUTHWESTERN CORNER OF THE MAIN BUILDING IS A SQUARE
 LX3910'GRANITE TOWER WITH CLOCK DIALS IN THE UPPER PART OF EACH FACE.
 LX3910'ABOVE IS THE BELFRY HAVING ARCHED OPENING IN EACH FACE AND
 LX3910'FORMING THE BASE OF AN OCTAGONAL, OPEN WORK, GRANITE SPIRE
 LX3910'ENCIRCLED BY A RING OF GRANITE NEAR ITS TOP AND SURMOUNTED BY
 LX3910'AN IRON ROD CARRYING A VANE.  STATION MARK IS VANE ROD.
 LX3910
 LX3910                          STATION RECOVERY (1916)
 LX3910
 LX3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3910'SEE HORSENECK SECOND CONGREGATIONAL CHURCH SPIRE, J.P. BOGART, 1882.
 LX3910
 LX3910                          STATION RECOVERY (1931)
 LX3910
 LX3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3910'THE SPIRE ON THE SECOND CONGREGATIONAL CHURCH AT GREENWICH,
 LX3910'CONNECTICUT.  THE CHURCH IS A GREY, GRANITE STRUCTURE WITH A
 LX3910'WEATHER VANE AT THE TOP.  THERE IS A CLOCK ON THE SPIRE ABOUT
 LX3910'HALF WAY BETWEEN THE TOP AND BOTTOM.  THE CHURCH IS ON THE
 LX3910'BOSTON POST ROAD AT THE INTERSECTION WITH MAPLE AVENUE.
 LX3910
 LX3910                          STATION RECOVERY (1934)
 LX3910
 LX3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3910'REBUILT IN 1917.  POSITION OF NEW SPIRE DETERMINED BY H.E. FINNEGAN
 LX3910'IN 1931 AS SPIRE.
 LX3910
 LX3910                          STATION RECOVERY (1957)
 LX3910
 LX3910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3910'STATION RECOVERED AS DESCRIBED.
 LX3910
 LX3910                          STATION RECOVERY (1981)
 LX3910
 LX3910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MWJ)
 LX3910'RECOVERED AS DESCRIBED.
 LX3910'
 LX3910'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE TOWN OF
 LX3910'GREENWICH.
 LX3910
 LX3910                          STATION RECOVERY (1983)
 LX3910
 LX3910'RECOVERY NOTE BY US POWER SQUADRON 1983 (EAK)
 LX3910'STATION RECOVERED AS DESCRIBED.  THE SEXTON REPORTS THAT THE
 LX3910'BELFRY SECTION OF THE SPIRE IS GENERALLY LIGHTED FROM DARK UNTIL
 LX3910'0430.  THIS LIGHTED SECTION CAN BE SEEN FOR MANY MILES ON THE LONG
 LX3910'ISLAND SOUND AND IS AN OUTSTANDING LANDMARK.
 LX3910
 LX3910                          STATION RECOVERY (1983)
 LX3910
 LX3910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3910'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX3910'1931.
 LX3910'
 LX3910'DESCRIBED BY G. R. HEID.
 LX3910
 LX3910                          STATION RECOVERY (1988)
 LX3910
 LX3910'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX3910'RECOVERED IN GOOD CONDITION.
 LX3910
 LX3910                          STATION RECOVERY (1993)
 LX3910
 LX3910'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX3910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3917 ***********************************************************************
 LX3917  DESIGNATION -  GREENWICH POINT 3
 LX3917  PID         -  LX3917
 LX3917  STATE/COUNTY-  CT/FAIRFIELD
 LX3917  USGS QUAD   -  STAMFORD (1984)
 LX3917
 LX3917                         *CURRENT SURVEY CONTROL
 LX3917  ___________________________________________________________________
 LX3917* NAD 83(1996)-  41 00 14.10247(N)    073 34 24.74521(W)     ADJUSTED  
 LX3917* NAVD 88     -        10.     (meters)      33.     (feet)  SCALED    
 LX3917  ___________________________________________________________________
 LX3917  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LX3917  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX3917
 LX3917  HORZ ORDER  -  THIRD
 LX3917
 LX3917.The horizontal coordinates were established by classical geodetic methods
 LX3917.and adjusted by the National Geodetic Survey in August 1998..
 LX3917
 LX3917.The orthometric height was scaled from a topographic map.
 LX3917
 LX3917.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3917
 LX3917.The geoid height was determined by GEOID03.
 LX3917
 LX3917;                    North         East     Units Scale Factor Converg.
 LX3917;SPC CT       -   171,674.994   235,515.269   MT  1.00002560   -0 32 45.8
 LX3917;SPC CT       -   563,237.04    772,686.35   sFT  1.00002560   -0 32 45.8
 LX3917;UTM  18      - 4,540,171.813   619,962.088   MT  0.99977712   +0 56 09.7
 LX3917
 LX3917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3917!SPC CT       -   1.00000328  x   1.00002560  =   1.00002888
 LX3917!UTM  18      -   1.00000328  x   0.99977712  =   0.99978040
 LX3917
 LX3917:                Primary Azimuth Mark                     Grid Az
 LX3917:SPC CT       -  HULL                                     041 55 19.4
 LX3917:UTM  18      -  HULL                                     040 26 23.9
 LX3917
 LX3917|---------------------------------------------------------------------|
 LX3917| PID    Reference Object                     Distance      Geod. Az  |
 LX3917|                                                           dddmmss.s |
 LX3917| LX3913 HULL                                APPROX. 2.1 KM 0412233.6 |
 LX3917| LX3908 STAMFORD HARBOR REAR RANGE BCN      APPROX. 4.3 KM 0440419.8 |
 LX3917| LX3903 STAMFORD HARBOR WEST CHAN BCN       APPROX. 4.0 KM 0442829.7 |
 LX3917| LX3909 STAMFORD HARBOR FRONT RANGE BN      APPROX. 4.2 KM 0460010.0 |
 LX3917| LX3904 STAMFORD HBR YACHT CLUB FLAG        APPROX. 4.6 KM 0515608.9 |
 LX3917| LX7438 GREENWICH POINT 3 RM 3               12.787 METERS 19324     |
 LX3917| KU3067 TALL                                APPROX.10.8 KM 2381003.9 |
 LX3917| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 4.8 KM 2403440.5 |
 LX3917| KU3058 BAT                                 APPROX.10.2 KM 2413835.0 |
 LX3917| KU2888 SPIN                                APPROX. 2.8 KM 2484253.9 |
 LX3917| CR9123 GREENWICH POINT 3 RM 1               28.906 METERS 35723     |
 LX3917|---------------------------------------------------------------------|
 LX3917
 LX3917                          SUPERSEDED SURVEY CONTROL
 LX3917
 LX3917  NAD 83(1992)-  41 00 14.10160(N)    073 34 24.74524(W) AD(       ) 3
 LX3917  NAD 83(1986)-  41 00 14.10240(N)    073 34 24.74374(W) AD(       ) 3
 LX3917  NAD 83(1986)-  41 00 14.10290(N)    073 34 24.74050(W) AD(       ) 3
 LX3917  NAD 27      -  41 00 13.75100(N)    073 34 26.30200(W) AD(       ) 3
 LX3917
 LX3917.Superseded values are not recommended for survey control.
 LX3917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3917.See file dsdata.txt to determine how the superseded data were derived.
 LX3917
 LX3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1996240172(NAD 83)
 LX3917_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3917_SETTING: 80 = SET IN A BOULDER
 LX3917_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX3917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3917+STABILITY: SURFACE MOTION
 LX3917
 LX3917  HISTORY     - Date     Condition        Report By
 LX3917  HISTORY     - 1931     MONUMENTED       CGS
 LX3917  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3917  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3917  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX3917  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX3917  HISTORY     - 1983     GOOD             USPSQD
 LX3917  HISTORY     - 1983     GOOD             NGS
 LX3917
 LX3917                          STATION DESCRIPTION
 LX3917
 LX3917'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3917'ON GREENWICH POINT, ON HIGHEST GROUND NEAR E SIDE OF THE POINT,
 LX3917'AND NEAR OLD STATION GREENWICH POINT 2 (1882).  A LARGE STONE ABOUT
 LX3917'8 FEET IN DIAMETER AND 6 FEET HIGH HAS BEEN PLACED OVER THE OLD
 LX3917'STATION.  THE STONE HAS INSCRIBED ON ITS W FACE--IN MEMORIAM J.
 LX3917'KENNEDY TODD 1852-1925 FOUNDERS OF INNIS ARDEN.  THE STONE WALLS
 LX3917'DESCRIBED IN THE ORIGINAL DESCRIPTION, J.P. BOGART 1882, AND THE
 LX3917'LARGE WHITE WOODEN MONUMENT DESCRIBED BY P.C. WHITNEY 1914 ARE
 LX3917'NO LONGER THERE.  THE STATION IS A STANDARD COAST AND GEODETIC
 LX3917'SURVEY TRIANGULATION STATION MARK, STENCILED 1931, CEMENTED
 LX3917'IN ABOUT THE CENTER OF THE TOP OF THE LARGE MEMORIAL STONE.
 LX3917'THE GROUNDS ARE KNOWN AS THE TODD ESTATE.
 LX3917'
 LX3917'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX3917'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS ARE
 LX3917'STANDARD BRONZE DISKS SET IN CONCRETE IN THE TOP OF A TILE AS
 LX3917'DESCRIBED IN NOTE 13A.
 LX3917'
 LX3917'REFERENCE MARK NO. 1 IS A STANDARD COAST AND GEODETIC SURVEY
 LX3917'REFERENCE MARK, STENCILED 1--1931, AND SET IN CONCRETE ENCLOSED BY
 LX3917'A 6 INCH VITRIFIED DRAIN TILE SET 1-1/2 FEET IN THE GROUND.  IT IS
 LX3917'ON A CONTINUATION OF THE SAME RIDGE THAT THE STATION IS ON.  THE
 LX3917'TOP OF THE MARK IS 6 INCHES ABOVE THE SURFACE OF THE GROUND, AND
 LX3917'THE ARROW POINTS THE STATION.  REFERENCE MARK NO. 2 IS A COAST
 LX3917'AND GEODETIC SURVEY STANDARD REFERENCE MARK, STENCILED 2--1931
 LX3917'AND SET IN CONCRETE ENCLOSED BY A 6 INCH VITRIFIED DRAIN TILE
 LX3917'SET 2 FEET IN THE GROUND.  IT IS S OF A LITTLE USED ROAD
 LX3917'LEADING TO THE MAIN DRIVE.  THE TOP OF THE MARK IS LEVEL WITH
 LX3917'THE GROUND.
 LX3917
 LX3917                          STATION RECOVERY (1933)
 LX3917
 LX3917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3917'RECOVERED AS DESCRIBED.  150 YARDS FROM POINT, FOLLOW TRAIL PAST
 LX3917'BATHHOUSE TO TOP OF HILL.
 LX3917
 LX3917                          STATION RECOVERY (1958)
 LX3917
 LX3917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3917'STATION MARK IN EXCELLENT CONDITION, BUT THERE IS NO TRACE OF 1931
 LX3917'STAMPING.
 LX3917'
 LX3917'R.M. 1 FOUND IN EXCELLENT CONDITION ALONG EXTENSION OF RIDGE IN A
 LX3917'NORTHERLY DIRECTION FROM STATION, BUT NO TRACE OF STAMPING 1
 LX3917'1931.  R.M. 2 FOUND IN EXCELLENT CONDITION, FLUSH WITH GROUND
 LX3917'AND COVERED WITH THICK MATTING OF VINES.  IT IS 23 FEET S OF
 LX3917'CENTER LINE OF A LITTLE USED ROAD, A 3-FOOT HIGH EVERGREEN IS
 LX3917'4.6 FEET SW OF R.M. 2 AND ON LINE WITH STATION.  STAMPING 2 1931
 LX3917'WAS NOT FOUND ON DISK.
 LX3917'
 LX3917'A BRONZE PLACQUE, ABOUT 18X22- INCHES HAS BEEN SET VERTICALLY IN
 LX3917'E FACE OF STONE, COMMEMORATING THE FOUNDERS WHO LANDED HERE JULY
 LX3917'18, 1640.  PROMINENTLY DISPLAYED ON PLACQUE IS 1640-1940-300TH
 LX3917'ANNIVERSARY.
 LX3917
 LX3917                          STATION RECOVERY (1965)
 LX3917
 LX3917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CHO)
 LX3917'STATION AND TWO REFERENCE MARKS WERE RECOVERED IN VERY GOOD
 LX3917'CONDITION, AS DESCRIBED, EXCEPT THAT RM 2 DOES NOT HAVE A STENCILLED
 LX3917'1931.
 LX3917
 LX3917                          STATION RECOVERY (1968)
 LX3917
 LX3917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CHO)
 LX3917'11/1/68 REVISITED GREENWICH PT. 3 BECAUSE LOCAL NEWSPAPERS HAD
 LX3917'REPORTS OF VANDALISM AT THE ADJOINING GREENWICH BEACH.  SINCE THEN
 LX3917'THE AREA HAS BEEN WELL PATROLLED BY GREENWICH POLICE.  TODAY,
 LX3917'STATION AND R.M. 1 WERE RECOVERED IN V.G. CONDITION.
 LX3917'
 LX3917'R.M. 2 NOT SEEN, ALTHOUGH I WAS ONLY THREE FEET FROM IT.  LOW,
 LX3917'THICK, MATTED BRAMBLES PREVENTED ACCESS TO R.M. 2.  THE LITTLE
 LX3917'USED ROAD IN ORIGINAL DESCRIPTION IS NOW A GRASSY FOOT PATH.  NO
 LX3917'SIGNS OF VANDALISM IN THE STATION AREA.  I FEEL SURE THAT R.M. 2
 LX3917'IS IN POSITION.
 LX3917
 LX3917                          STATION RECOVERY (1983)
 LX3917
 LX3917'RECOVERY NOTE BY US POWER SQUADRON 1983 (EAK)
 LX3917'GREENWICH POINT 3 RECOVERED EXCELLENT.
 LX3917'
 LX3917'THE STATION MARK ATOP THE LARGE STONE IS INTACT AND IN EXCELLENT
 LX3917'CONDITION.  THE STONE IS 390 FT S OF THE CONSESSION/LOCKER BRICK
 LX3917'BUILDING.  THE NAME J. KENNEDY TODD IS NO LONGER READABLE ON THE
 LX3917'STONE, THE REST OF THE INSCRIPTION IS VERY LEGIBLE.  THE 300TH
 LX3917'ANNIVERSARY PLAQUE IS PROMENTLY DISPLAYED.
 LX3917'
 LX3917'RM NO. 1 WAS LOCATED 96 FT MAG N OF THE STONE.  THE MARKER HAS
 LX3917'A FEW DENTS IN IT CAUSED BY A SHARP INSTRUMENT, BUT IS IN
 LX3917'GENERALLY EXCELLENT CONDITION.  NO DATE STAMP SHOWS.  MARKER IS 3
 LX3917'INCHES ABOVE PRESENT GROUND LEVEL.
 LX3917'
 LX3917'RM NO. 2 HAS BEEN RELOCATED IN MARCH 1983.  IT IS
 LX3917'INSCRIBED--REFERENCE MARK GREENWICH POINT 3.  1931.  NO. 3.  1983.
 LX3917'IT IS 38 FT S OF THE STATION MARK AND 15 FT W OF THE N/S LINE OF
 LX3917'RM NO. 1 AND THE MARK ATOP THE LARGE STONE.
 LX3917
 LX3917                          STATION RECOVERY (1983)
 LX3917
 LX3917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3917'STATION AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 LX3917'REFERENCE MARK 2 WAS NOT RECOVERED.  A NEW REFERENCE MARK 3
 LX3917'WAS ESTABLISHED BECAUSE A TOWER COULD NOT BE BUILT OVER THE
 LX3917'STATION.  A LONG REFERENCE MARK 4 WAS ALSO ESTABLISHED BUT
 LX3917'WILL BE BLOCKED IN THE NEAR FUTURE BY ENCROACHING LIMBS.
 LX3917'THE DIRECTION TO REFERENCE MARK 1 COULD NOT BE CHECKED.  THE
 LX3917'DISTANCE TO REFERENCE MARK 1 WAS MEASURED MARK TO MARK, BUT
 LX3917'WHEN IT WAS REDUCED TO THE HORIZONTAL, A SHORTER DISTANCE OF
 LX3917'0.08 METER WAS NOTED.  SINCE THE STATION MARK IS IN A
 LX3917'LARGE BOULDER, FUTURE WORK WILL HAVE TO BE FROM REFERENCE
 LX3917'MARK 3.  A TAPED TRAVERSE WAS DONE BETWEEN THE STATION AND
 LX3917'REFERENCE MARK 3.  FOR ADDITIONAL INFORMATION, SEE THE
 LX3917'DESCRIPTION FOR GREENWICH POINT 3 RM 3.
 LX3917'
 LX3917'NO LIGHT SHOWN FROM THIS STATION.
 LX3917'
 LX3917'DESCRIBED BY J.N. LEONHARDT, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7438 ***********************************************************************
 LX7438  DESIGNATION -  GREENWICH POINT 3 RM 3
 LX7438  PID         -  LX7438
 LX7438  STATE/COUNTY-  CT/FAIRFIELD
 LX7438  USGS QUAD   -  STAMFORD (1984)
 LX7438
 LX7438                         *CURRENT SURVEY CONTROL
 LX7438  ___________________________________________________________________
 LX7438* NAD 83(1996)-  41 00 13.69925(N)    073 34 24.87201(W)     ADJUSTED  
 LX7438* NAVD 88     -         9.6    (meters)      31.     (feet)  VERTCON   
 LX7438  ___________________________________________________________________
 LX7438  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LX7438  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX7438
 LX7438  HORZ ORDER  -  SECOND
 LX7438
 LX7438.The horizontal coordinates were established by classical geodetic methods
 LX7438.and adjusted by the National Geodetic Survey in August 1998..
 LX7438
 LX7438.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7438
 LX7438.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7438
 LX7438.The geoid height was determined by GEOID03.
 LX7438
 LX7438;                    North         East     Units Scale Factor Converg.
 LX7438;SPC CT       -   171,662.583   235,512.187   MT  1.00002562   -0 32 45.9
 LX7438;SPC CT       -   563,196.32    772,676.23   sFT  1.00002562   -0 32 45.9
 LX7438;UTM  18      - 4,540,159.330   619,959.329   MT  0.99977711   +0 56 09.6
 LX7438
 LX7438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7438!SPC CT       -   1.00000329  x   1.00002562  =   1.00002891
 LX7438!UTM  18      -   1.00000329  x   0.99977711  =   0.99978040
 LX7438
 LX7438|---------------------------------------------------------------------|
 LX7438| PID    Reference Object                     Distance      Geod. Az  |
 LX7438|                                                           dddmmss.s |
 LX7438| CR9123 GREENWICH POINT 3 RM 1                             00216     |
 LX7438| LX3917 GREENWICH POINT 3                    12.787 METERS 01324     |
 LX7438| LX7439 GREENWICH POINT 3 RM 4              213.401 METERS 16546     |
 LX7438|---------------------------------------------------------------------|
 LX7438
 LX7438                          SUPERSEDED SURVEY CONTROL
 LX7438
 LX7438  NAD 83(1992)-  41 00 13.69847(N)    073 34 24.87201(W) AD(       ) 2
 LX7438  NAD 83(1986)-  41 00 13.69947(N)    073 34 24.87045(W) AD(       ) 2
 LX7438  NAD 83(1986)-  41 00 13.69967(N)    073 34 24.86731(W) AD(       ) 1
 LX7438  NGVD 29 (10/23/89)    9.9    (m)           32.     (f) VERT ANG       
 LX7438
 LX7438.Superseded values are not recommended for survey control.
 LX7438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7438.See file dsdata.txt to determine how the superseded data were derived.
 LX7438
 LX7438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1995940159(NAD 83)
 LX7438_MARKER: DR = REFERENCE MARK DISK
 LX7438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7438+STABILITY: SURFACE MOTION
 LX7438
 LX7438  HISTORY     - Date     Condition        Report By
 LX7438  HISTORY     - 1983     MONUMENTED       NGS
 LX7438
 LX7438                          STATION DESCRIPTION
 LX7438
 LX7438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7438'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST
 LX7438'OF GREENWICH, 4.0 KM (2.5 MI) WEST-SOUTHWEST OF
 LX7438'SHIPPAN POINT, 2.7 KM (1.7 MI) SOUTH OF OLD GREENWICH AND
 LX7438'IN THE GREENWICH POINT STATE PARK.
 LX7438'OWNERSHIP--PARKS AND RECREATION, MR BOB CHARD,
 LX7438'GREENWICH CT 06830, PHONE 203-622-7818.
 LX7438'
 LX7438'TO REACH THE STATION FROM THE GREENWICH POINT STATE
 LX7438'PARK ENTRANCE (AT THE END OF SHORE ROAD), GO SOUTHERLY
 LX7438'FOR 0.3 KM (0.2 MI) TO A FORK AND A PARKING LOT ON THE RIGHT.
 LX7438'KEEP LEFT INTO THE FIRST PARKING LOT ENTRANCE AND CONTINUE
 LX7438'SOUTHERLY FOR 0.2 KM (0.15 MI) TO A BATH HOUSE.  CONTINUE
 LX7438'SOUTHERLY AND ALONG EAST SIDE  OF BATH HOUSE ON A GRAVEL ROAD WITH
 LX7438'A SIGN (DO NOT ENTER) FOR 0.2 KM (0.1 MI) TO A OPEN AREA.
 LX7438'KEEP RIGHT AND GO NORTH ACROSS THE GRASS FOR 0.2 KM (0.1  MI)
 LX7438'TO HIGH GROUND AT THE EDGE OF THE WOODS AND STATION.
 LX7438'
 LX7438'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7438'STAMPED---GREENWICH POINT 3 1931 RM 3 1983---,
 LX7438'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7438'FLUSH WITH GROUND.  IT IS LOCATED
 LX7438'11.49 METERS (37.7 FT) SOUTH FROM THE SOUTH EDGE OF A BOULDER,
 LX7438'6.04 METERS (19.8 FT) WEST-SOUTHWEST FROM A 37 CM IN DIAMETER
 LX7438'TREE AND
 LX7438'0.98 METER (3.2 FT) SOUTHEAST FROM A WITNESS POST.
 LX7438'THE UNDERGROUND MARK IS A STANDARD  NGS REFERENCE DISK
 LX7438'STAMPED---GREENWICH POINT 3 1931 NO 3 1983---,
 LX7438'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7438'
 LX7438'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7438'STAMPED---NO STAMPING ON DISK---,
 LX7438'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 22 CM IN DIAMETER
 LX7438'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7438'27.13 METERS (89.0 FT) NORTHEAST FROM THE NORTH EDGE OF A BOULDER,
 LX7438'7.68 METERS (25.2 FT) NORTH-NORTHWEST FROM AN 18 CM IN DIAMETER
 LX7438'PINE TREE AND
 LX7438'2.96 METERS (9.7 FT) EAST FROM THE WOODS LINE.
 LX7438'MARK IS BELOW STATION 0.5 METER.
 LX7438'
 LX7438'A STANDARD  NGS STATION DISK
 LX7438'STAMPED---NO STAMPING ON DISK---,
 LX7438'SET INTO THE TOP OF A BOULDER OF 4 METERS
 LX7438'LARGEST DIMENSION.  IT IS LOCATED
 LX7438'12.62 METERS (41.4 FT) NORTHEAST FROM A WITNESS POST,
 LX7438'6.4 METERS (21.0 FT) EAST-NORTHEAST FROM A TWIN TRUNK ELM TREE AND
 LX7438'1.25 METERS (4.1 FT) NORTH FROM THE SOUTH EDGE OF THE BOULDER.
 LX7438'MARK IS ABOVE STATION 2.0 METERS.
 LX7438'
 LX7438'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX7438'STAMPED---GREENWICH POINT 1931 NO 4 1983---,
 LX7438'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7438'13.9 METERS (45.6 FT) EAST FROM THE EAST END OF A WOODEN FOOT
 LX7438'BRIDGE,
 LX7438'2.65 METERS (8.7 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 LX7438'FOOT PATH AND
 LX7438'1.04 METERS (3.4 FT) WEST FROM A WITNESS POST.
 LX7438'MARK IS BELOW STATION 3 METERS.
 LX7438'
 LX7438'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.5 METERS.
 LX7438'
 LX7438'DESCRIBED BY J.N. LEONHARDT, CHECKED BY B.L. LAMBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7439 ***********************************************************************
 LX7439  DESIGNATION -  GREENWICH POINT 3 RM 4
 LX7439  PID         -  LX7439
 LX7439  STATE/COUNTY-  CT/FAIRFIELD
 LX7439  USGS QUAD   -  STAMFORD (1984)
 LX7439
 LX7439                         *CURRENT SURVEY CONTROL
 LX7439  ___________________________________________________________________
 LX7439* NAD 83(1996)-  41 00 06.99396(N)    073 34 22.62636(W)     ADJUSTED  
 LX7439* NAVD 88     -         3.     (meters)      10.     (feet)  VERTCON   
 LX7439  ___________________________________________________________________
 LX7439  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LX7439  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX7439
 LX7439  HORZ ORDER  -  SECOND
 LX7439
 LX7439.The horizontal coordinates were established by classical geodetic methods
 LX7439.and adjusted by the National Geodetic Survey in August 1998..
 LX7439
 LX7439.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7439
 LX7439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7439
 LX7439.The geoid height was determined by GEOID03.
 LX7439
 LX7439;                    North         East     Units Scale Factor Converg.
 LX7439;SPC CT       -   171,455.240   235,562.696   MT  1.00002592   -0 32 44.4
 LX7439;SPC CT       -   562,516.07    772,841.95   sFT  1.00002592   -0 32 44.4
 LX7439;UTM  18      - 4,539,953.414   620,015.169   MT  0.99977728   +0 56 11.0
 LX7439
 LX7439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7439!SPC CT       -   1.00000429  x   1.00002592  =   1.00003021
 LX7439!UTM  18      -   1.00000429  x   0.99977728  =   0.99978157
 LX7439
 LX7439                          SUPERSEDED SURVEY CONTROL
 LX7439
 LX7439  NAD 83(1992)-  41 00 06.99318(N)    073 34 22.62636(W) AD(       ) 2
 LX7439  NAD 83(1986)-  41 00 06.99372(N)    073 34 22.62464(W) AD(       ) 2
 LX7439  NAD 83(1986)-  41 00 06.99438(N)    073 34 22.62164(W) AD(       ) 2
 LX7439  NGVD 29 (10/23/89)    4.     (m)           13.     (f) VERT ANG       
 LX7439
 LX7439.Superseded values are not recommended for survey control.
 LX7439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7439.See file dsdata.txt to determine how the superseded data were derived.
 LX7439
 LX7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2001539953(NAD 83)
 LX7439_MARKER: DR = REFERENCE MARK DISK
 LX7439_SETTING: 66 = SET IN ROCK OUTCROP
 LX7439_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7439+STABILITY: POSITION/ELEVATION WELL
 LX7439
 LX7439  HISTORY     - Date     Condition        Report By
 LX7439  HISTORY     - 1983     MONUMENTED       NGS
 LX7439
 LX7439                          STATION DESCRIPTION
 LX7439
 LX7439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7439'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF
 LX7439'GREENWICH, 4.0 KM (2.5 MI) WEST-SOUTHWEST OF SHIPPAN POINT,
 LX7439'2.7 KM (1.7 MI) SOUTH OF OLD GREENWICH, 0.2 KM (0.1 MI)
 LX7439'SOUTHWEST OF TRIANGULATION STATION GREENWICH PT 3 1931, IN
 LX7439'THE GREENWICH POINT STATE PARK.
 LX7439'OWNERSHIP--STATE PARKS AND RECREATION, C/O BOB CHARD,
 LX7439'GREENWICH CT 06830, PHONE 203-622-7818.
 LX7439'
 LX7439'TO REACH THE STATION FROM THE ENTRANCE TO THE GREENWICH
 LX7439'POINT STATE PARK (AT THE END OF SHORE ROAD), GO SOUTHERLY
 LX7439'FOR 0.3 KM (0.2 MI) TO A FORK AND PARKING LOT ON THE RIGHT.
 LX7439'KEEP LEFT INTO THE FIRST PARKING LOT ENTRANCE AND GO SOUTH
 LX7439'FOR 0.2 KM (0.1 MI) TO A BATH HOUSE.  CONTINUE SOUTHERLY
 LX7439'ON EAST SIDE OF BATH HOUSE ON GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO AN
 LX7439'OPEN AREA.  KEEP RIGHT, NORTH, ACROSS GRASS FOR
 LX7439'0.2 KM (0.1 MI) TO HIGH GROUND AND STATION GREENWICH PT 3
 LX7439'1931.  TURN LEFT, SOUTHWEST, ON OPEN LANE THRU TREES
 LX7439'FOR 0.2 KM (0.1 MI) TO A DIRT ROAD.  TURN LEFT ON THE DIRT
 LX7439'ROAD FOR ABOUT 45 METERS (147 FT), THEN TURN RIGHT
 LX7439'ACROSS MARSH ALONG A FOOT PATH TO HIGH GROUND AND THE MARK
 LX7439'ON THE RIGHT.
 LX7439'
 LX7439'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7439'STAMPED---GREENWICH POINT 1931 NO 4 1983---,
 LX7439'SET INTO A ROCK OUTCROP.
 LX7439'IT IS LOCATED
 LX7439'13.9 METERS (45.6 FT) EAST FROM EAST END OF WOODEN FOOT BRIDGE,
 LX7439'2.65 METERS (8.7 FT) SOUTHWEST FROM CENTER OF DIRT FOOT PATH, AND
 LX7439'1.04 METERS (3.4 FT) WEST FROM A WITNESS POST.
 LX7439'
 LX7439'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7439'
 LX7439'DESCRIBED BY J.N. LEONHARDT, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7440 ***********************************************************************
 LX7440  DESIGNATION -  GREENWICH PUTNAM LAKE TANK
 LX7440  PID         -  LX7440
 LX7440  STATE/COUNTY-  CT/FAIRFIELD
 LX7440  USGS QUAD   -  GLENVILLE (1971)
 LX7440
 LX7440                         *CURRENT SURVEY CONTROL
 LX7440  ___________________________________________________________________
 LX7440* NAD 83(1996)-  41 05 02.69165(N)    073 38 14.96976(W)     ADJUSTED  
 LX7440* NAVD 88     -                                                        
 LX7440  ___________________________________________________________________
 LX7440  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 LX7440  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX7440
 LX7440  HORZ ORDER  -  THIRD
 LX7440
 LX7440.The horizontal coordinates were established by classical geodetic methods
 LX7440.and adjusted by the National Geodetic Survey in August 1998..
 LX7440
 LX7440
 LX7440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7440
 LX7440.The geoid height was determined by GEOID03.
 LX7440
 LX7440;                    North         East     Units Scale Factor Converg.
 LX7440;SPC CT       -   180,630.521   230,226.596   MT  1.00001373   -0 35 18.5
 LX7440;SPC CT       -   592,618.63    755,335.09   sFT  1.00001373   -0 35 18.5
 LX7440;SPC NY E     -   250,242.692   222,468.139   MT  0.99996461   +0 34 00.6
 LX7440;SPC NY E     -   821,004.57    729,880.89   sFT  0.99996461   +0 34 00.6
 LX7440;UTM  18      - 4,548,985.258   614,444.792   MT  0.99976120   +0 53 43.8
 LX7440
 LX7440                          SUPERSEDED SURVEY CONTROL
 LX7440
 LX7440  NAD 83(1992)-  41 05 02.69057(N)    073 38 14.96987(W) AD(       ) 4
 LX7440  NAD 83(1986)-  41 05 02.69277(N)    073 38 14.96928(W) AD(       ) 4
 LX7440  NAD 83(1986)-  41 05 02.69234(N)    073 38 14.96893(W) AD(       ) 4
 LX7440
 LX7440.Superseded values are not recommended for survey control.
 LX7440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7440.See file dsdata.txt to determine how the superseded data were derived.
 LX7440
 LX7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1444548985(NAD 83)
 LX7440_MARKER: 53 = ELEVATED TANK
 LX7440
 LX7440  HISTORY     - Date     Condition        Report By
 LX7440  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7440
 LX7440                          STATION DESCRIPTION
 LX7440
 LX7440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7440'THE STATION, GREENWICH PUTNAM LAKE WATER TANK IS THE VENT
 LX7440'ATOP THE DOUBLE ELLIPSOIDAL TANK, WITH EIGHT TUBULAR LEGS,
 LX7440'PAINTED DARK GRAY, ABOUT 40 METERS (131 FFT) HIGH.
 LX7440'
 LX7440'THE STATION IS LOCATED 0.08 KM (0.05 MI) EAST OF THE
 LX7440'SOUTHEAST CORNER OF PUTNAM LAKE, 6.5 KM (4.05 MI)
 LX7440'NORTH OF GREENWICH, 1.25 KM (0.75 MI) SOUTH-SOUTHWEST OF
 LX7440'EXIT 31 OF THE MERRITT PARKWAY (NORTH STREET), ABOUT 35
 LX7440'METERS (115 FT) NORTH OF A PAVED ROAD.
 LX7440'
 LX7440'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7589 ***********************************************************************
 LX7589  DESIGNATION -  GREG
 LX7589  PID         -  LX7589
 LX7589  STATE/COUNTY-  CT/NEW HAVEN
 LX7589  USGS QUAD   -  NAUGATUCK (1984)
 LX7589
 LX7589                         *CURRENT SURVEY CONTROL
 LX7589  ___________________________________________________________________
 LX7589* NAD 83(1996)-  41 27 13.33334(N)    073 04 42.84279(W)     ADJUSTED  
 LX7589* NAVD 88     -       228.7    (meters)     750.     (feet)  VERTCON   
 LX7589  ___________________________________________________________________
 LX7589  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 LX7589  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX7589
 LX7589  HORZ ORDER  -  FIRST
 LX7589
 LX7589.The horizontal coordinates were established by classical geodetic methods
 LX7589.and adjusted by the National Geodetic Survey in August 1998..
 LX7589
 LX7589.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7589
 LX7589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7589
 LX7589.The geoid height was determined by GEOID03.
 LX7589
 LX7589;                    North         East     Units Scale Factor Converg.
 LX7589;SPC CT       -   221,349.534   277,347.460   MT  0.99998411   -0 13 04.3
 LX7589;SPC CT       -   726,210.93    909,930.79   sFT  0.99998411   -0 13 04.3
 LX7589;UTM  18      - 4,590,906.289   660,486.017   MT  0.99991697   +1 16 20.2
 LX7589
 LX7589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7589!SPC CT       -   0.99996873  x   0.99998411  =   0.99995284
 LX7589!UTM  18      -   0.99996873  x   0.99991697  =   0.99988570
 LX7589
 LX7589|---------------------------------------------------------------------|
 LX7589| PID    Reference Object                     Distance      Geod. Az  |
 LX7589|                                                           dddmmss.s |
 LX7589| CR9689 GREG RM 1                            20.627 METERS 03242     |
 LX7589| CR9690 GREG RM 2                            17.983 METERS 13908     |
 LX7589|---------------------------------------------------------------------|
 LX7589
 LX7589                          SUPERSEDED SURVEY CONTROL
 LX7589
 LX7589  NAD 83(1992)-  41 27 13.33233(N)    073 04 42.84289(W) AD(       ) 1
 LX7589  NAD 83(1986)-  41 27 13.33438(N)    073 04 42.84561(W) AD(       ) 1
 LX7589  NAD 83(1986)-  41 27 13.33192(N)    073 04 42.84587(W) AD(       ) 1
 LX7589  NGVD 29 (01/16/90)  228.9    (m)          751.     (f) VERT ANG       
 LX7589
 LX7589.Superseded values are not recommended for survey control.
 LX7589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7589.See file dsdata.txt to determine how the superseded data were derived.
 LX7589
 LX7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6048690906(NAD 83)
 LX7589_MARKER: DS = TRIANGULATION STATION DISK
 LX7589_SETTING: 66 = SET IN ROCK OUTCROP
 LX7589_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7589_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7589+STABILITY: POSITION/ELEVATION WELL
 LX7589
 LX7589  HISTORY     - Date     Condition        Report By
 LX7589  HISTORY     - 1982     MONUMENTED       NGS
 LX7589
 LX7589                          STATION DESCRIPTION
 LX7589
 LX7589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7589'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTHEAST OF OXFORD,
 LX7589'4 KM (2.5 MI) SOUTH-SOUTHWEST OF NAUGATUCK AND 1.9 KM (1.2 MI)
 LX7589'NORTHWEST OF BEACON FALLS, IN THE NAUGATUCK STATE FOREST.
 LX7589'OWNERSHIP--DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 LX7589'MR MARTIN CHERNISKE, REGION 2, JUDD HILL ROAD,
 LX7589'MIDDLEBURY CT O6762, PHONE 203-758-1753 OR 1754.
 LX7589'
 LX7589'TO REACH THE STATION FROM THE MAPLE STREET BRIDGE OVER THE
 LX7589'NAUGATUCK RIVER IN NAUGATUCK, GO WEST ON MAPLE STREET FOR
 LX7589'0.2 KM (0.15 MI) TO A T-ROAD AT TRAFFIC LIGHT, TURN LEFT AND
 LX7589'GO SOUTH ON CHURCH STREET FOR 0.4 KM (0.25 MI) TO A T-ROAD, TURN
 LX7589'RIGHT AND GO WEST ON RUBBER AVENUE FOR 0.8 KM (0.35 MI) TO A SIDE
 LX7589'ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON ANDREW AVENUE FOR 0.3 KM
 LX7589'(0.2 MI) TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTHEASTERLY ON
 LX7589'MANNERS AVENUE FOR 0.6 KM (0.35 MI) TO A T-ROAD, TURN RIGHT AND GO
 LX7589'SOUTHWESTERLY ON LEWIS STREET (BECOMES HUNTERS MTN ROAD) FOR
 LX7589'1.6 KM (1.0 MI) TO A SIDE ROAD RIGHT, IN A CURVE IN THE ROAD TO
 LX7589'THE LEFT, BEAR LEFT ON THE MAIN ROAD AND CONTINUE SOUTHWESTERLY
 LX7589'FOR 0.9 KM (0.55 MI) TO A SIDE ROAD LEFT AND A LOG CABIN ON THE
 LX7589'RIGHT.  CONTINUE AHEAD WEST ON THE PAVED ROAD FOR 0.7 KM (0.45 MI)
 LX7589'TO END OF PAVEMENT AND A HOUSE STRAIGHT AHEAD.  TURN LEFT AND GO
 LX7589'SOUTH ON A TRACK ROAD FOR 0.1 KM (0.05 MI) TO A CHAIN GATE AT
 LX7589'FOREST BOUNDARY.  CONTINUE SOUTH, THROUGH THE CHAIN GATE
 LX7589'(FOUR WHEEL DRIVE) ON THE TRACK ROAD FOR 1.2 KM (0.75 MI) TO A
 LX7589'TRANSMISSION LINE CROSSING, CONTINUE SOUTHERLY ON THE TRACK
 LX7589'ROAD FOR 0.8 KM (0.5 MI) TO A WOODS ROAD RIGHT, TURN RIGHT
 LX7589'AND GO SOUTHERLY ON THE WOODS ROAD FOR 0.6 KM (0.4 KM) TO A
 LX7589'CUT ROAD IN THE WOODS ON THE RIGHT, JUST AFTER CROSSING A
 LX7589'CLEARED AREA, TURN RIGHT AND GO WESTERLY UPHILL ON A ROUGH ROAD
 LX7589'IN THE WOODS TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 LX7589'
 LX7589'THE STATION IS A STANDARD NGS DISK
 LX7589'STAMPED---GREG 1982---,
 LX7589'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7589'15.21 METERS (49.9 FT) SOUTH FROM A 40 CM OAK TREE,
 LX7589'11.28 METERS (37.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF WOODS
 LX7589'ROAD,
 LX7589'8.56 METERS (28.1 FT) NORTH-NORTHWEST FROM A 40 CM OAK TREE AND
 LX7589'1.31 METERS (4.3 FT) EAST FROM A WITNESS POST.
 LX7589'
 LX7589'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7589'STAMPED---GREG 1982 NO 1---,
 LX7589'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7589'14.39 METERS (47.2 FT) SOUTH-SOUTHWEST FROM A LARGE TWIN-TRUNK
 LX7589'OAK TREE,
 LX7589'8.53 METERS (28.0 FT) NORTHEAST FROM THE CENTER OF THE WOODS ROAD,
 LX7589'5.64 METERS (18.5 FT) WEST FROM A 34 CM OAK TREE AND
 LX7589'0.85 METER (2.8 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 LX7589'MARK IS BELOW STATION 1.6 METERS.
 LX7589'
 LX7589'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7589'STAMPED---GREG 1982 NO 2---,
 LX7589'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7589'5.49 METERS (18.0 FT) SOUTHWEST FROM A 40 CM OAK TREE,
 LX7589'2.53 METERS (8.3 FT) SOUTH FROM A 36 CM OAK TREE,
 LX7589'0.91 METER (3.0 FT) SOUTH FROM A SMALL TWIN-TRUNK OAK TREE AND
 LX7589'0.55 METER (1.8 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX7589'MARK IS BELOW STATION 2.5 METERS.
 LX7589'
 LX7589'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.9 METERS.
 LX7589'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 LX7589'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7589'
 LX7589'DESCRIBED BY L.D. ACRES, CHECKED BY J. ZABITCHUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5225 ***********************************************************************
 LX5225  DESIGNATION -  GRIS
 LX5225  PID         -  LX5225
 LX5225  STATE/COUNTY-  CT/NEW LONDON
 LX5225  USGS QUAD   -  NEW LONDON (1984)
 LX5225
 LX5225                         *CURRENT SURVEY CONTROL
 LX5225  ___________________________________________________________________
 LX5225* NAD 83(1996)-  41 21 14.41534(N)    072 04 48.19349(W)     ADJUSTED  
 LX5225* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LX5225  ___________________________________________________________________
 LX5225  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 LX5225  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5225
 LX5225  HORZ ORDER  -  THIRD
 LX5225
 LX5225.The horizontal coordinates were established by classical geodetic methods
 LX5225.and adjusted by the National Geodetic Survey in August 1998..
 LX5225
 LX5225.The orthometric height was scaled from a topographic map.
 LX5225
 LX5225.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5225
 LX5225.The geoid height was determined by GEOID03.
 LX5225
 LX5225;                    North         East     Units Scale Factor Converg.
 LX5225;SPC CT       -   210,442.032   360,862.770   MT  0.99998803   +0 26 39.2
 LX5225;SPC CT       -   690,425.23  1,183,930.60   sFT  0.99998803   +0 26 39.2
 LX5225;SPC NY L     -   133,615.562   460,660.189   MT  1.00003353   +1 15 20.9
 LX5225;SPC NY L     -   438,370.39  1,511,349.30   sFT  1.00003353   +1 15 20.9
 LX5225;UTM  18      - 4,582,170.432   744,266.954   MT  1.00033436   +1 55 48.7
 LX5225;UTM  19      - 4,582,634.266   242,337.705   MT  1.00041713   -2 02 10.1
 LX5225
 LX5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5225!SPC CT       -   0.99999763  x   0.99998803  =   0.99998566
 LX5225!SPC NY L     -   0.99999763  x   1.00003353  =   1.00003116
 LX5225!UTM  18      -   0.99999763  x   1.00033436  =   1.00033199
 LX5225!UTM  19      -   0.99999763  x   1.00041713  =   1.00041476
 LX5225
 LX5225:                Primary Azimuth Mark                     Grid Az
 LX5225:SPC CT       -  GROTON WOOD TANK                         173 36 57.3
 LX5225:SPC NY L     -  GROTON WOOD TANK                         172 48 15.6
 LX5225:UTM  18      -  GROTON WOOD TANK                         172 07 47.8
 LX5225:UTM  19      -  GROTON WOOD TANK                         176 05 46.6
 LX5225
 LX5225|---------------------------------------------------------------------|
 LX5225| PID    Reference Object                     Distance      Geod. Az  |
 LX5225|                                                           dddmmss.s |
 LX5225| LX5216 GROTON WOOD TANK                    APPROX. 2.2 KM 1740336.5 |
 LX5225| LX5220 ELECTRIC BOAT WORKS HIGH TANK       APPROX. 1.0 KM 1771824.6 |
 LX5225| LX5230 NEW LONDON HARBOR LH                APPROX. 4.2 KM 1910420.5 |
 LX5225| LX5231 FORT TRUMBULL BLACK TANK            APPROX. 1.6 KM 2235127.9 |
 LX5225| LX5301 CENTRAL VT RR PIER RAD MAST         APPROX. 0.9 KM 2885605.1 |
 LX5225| LX5232 NEW LONDON BLACK TK RR BRIDGE       APPROX. 1.2 KM 3031954.8 |
 LX5225| LX5302 BAILEYS HILL TANK                   APPROX. 2.3 KM 3565704.2 |
 LX5225|---------------------------------------------------------------------|
 LX5225
 LX5225                          SUPERSEDED SURVEY CONTROL
 LX5225
 LX5225  NAD 83(1992)-  41 21 14.41421(N)    072 04 48.19268(W) AD(       ) 3
 LX5225  NAD 83(1986)-  41 21 14.41506(N)    072 04 48.19706(W) AD(       ) 3
 LX5225  NAD 27      -  41 21 14.06700(N)    072 04 49.92200(W) AD(       ) 3
 LX5225
 LX5225.Superseded values are not recommended for survey control.
 LX5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5225.See file dsdata.txt to determine how the superseded data were derived.
 LX5225
 LX5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4426782170(NAD 83)
 LX5225_MARKER: DS = TRIANGULATION STATION DISK
 LX5225_SETTING: 0 = UNSPECIFIED SETTING
 LX5225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5225+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 LX5225
 LX5225  HISTORY     - Date     Condition        Report By
 LX5225  HISTORY     - 1932     MONUMENTED       CGS
 LX5225  HISTORY     - 1960     GOOD             CGS
 LX5225  HISTORY     - 1981     GOOD             USPSQD
 LX5225  HISTORY     - 1984     GOOD             USPSQD
 LX5225  HISTORY     - 1988     GOOD             DMA
 LX5225  HISTORY     - 1989     GOOD             USPSQD
 LX5225  HISTORY     - 20020206 GOOD             USPSQD
 LX5225  HISTORY     - 20050919 GOOD             GEOCAC
 LX5225
 LX5225                          STATION DESCRIPTION
 LX5225
 LX5225'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX5225'STATION IS LOCATED ON THE W DIRT BREASTWORK OF FORT GRISWOLD
 LX5225'IN THE TOWN OF GROTON.  THE BREASTWORK IS CONSTRUCTED OF DIRT
 LX5225'RETAINED BY TWO STONE WALLS ABOUT THREE FEET HIGH, AND THE DIRT
 LX5225'WALL IS ABOUT THREE FEET HIGHER THAN THE STONE RETAINING WALLS.
 LX5225'THE FOLLOWING MEASUREMENTS WERE TAKEN FROM THE STATION--CENTER OF
 LX5225'MANHOLE TO NE 22.95 METERS, SW CORNER OF TABLET MARKING SPOT
 LX5225'WHERE COLONEL LEDYARD DIED TO E 28.60 METERS, 90 DEG TURN OF W
 LX5225'STONE RETAINING WALL TO NW 15.20 METERS, 45 DEG TURN OF W
 LX5225'STONE RETAINING WALL TO SW 14.70 METERS.
 LX5225'
 LX5225'THE UNDERGROUND MARK IS A 4-INCH TILE 18 INCHES LONG FILLED
 LX5225'WITH CONCRETE BURIED 2 FEET BELOW THE SURFACE, BELL UP.  THE
 LX5225'SURFACE MARK IS A STANDARD DISC, MARKED GRIS, CEMENTED IN A 6-INCH
 LX5225'SEWER TILE BURIED 2 INCHES BELOW THE SURFACE, BELL DOWN.
 LX5225
 LX5225                          STATION RECOVERY (1960)
 LX5225
 LX5225'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5225'RECOVERED AS DESCRIBED.  STATION IS IN GOOD CONDITION.  ORIGINAL
 LX5225'DESCRIPTION IS ADEQUATE.
 LX5225
 LX5225                          STATION RECOVERY (1981)
 LX5225
 LX5225'RECOVERY NOTE BY US POWER SQUADRON 1981
 LX5225'GRIS RECOVERED GOOD.
 LX5225'
 LX5225'DESCRIPTION ADEQUATE.
 LX5225'
 LX5225'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 0.2 MILES SOUTHEAST
 LX5225'OF GROTON.
 LX5225
 LX5225                          STATION RECOVERY (1984)
 LX5225
 LX5225'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5225'GRIS RECOVERED GOOD.
 LX5225'
 LX5225'DIRT BRESTWORK HAS ERODED EXPOSING SIX INCHES OF SIX INCH
 LX5225'SEWER TILE.
 LX5225'
 LX5225'RECOVERED AS DESCRIBED.
 LX5225
 LX5225                          STATION RECOVERY (1988)
 LX5225
 LX5225'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (MH)
 LX5225'RECOVERED IN GOOD CONDITION.
 LX5225
 LX5225                          STATION RECOVERY (1989)
 LX5225
 LX5225'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5225'RECOVERED IN GOOD CONDITION.
 LX5225
 LX5225                          STATION RECOVERY (2002)
 LX5225
 LX5225'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX5225'RECOVERED IN GOOD CONDITION.
 LX5225
 LX5225                          STATION RECOVERY (2005)
 LX5225
 LX5225'RECOVERY NOTE BY GEOCACHING 2005 (ETA)
 LX5225'RECOVERED IN GOOD CONDITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2880 ***********************************************************************
 LX2880  DESIGNATION -  GRISWALD
 LX2880  PID         -  LX2880
 LX2880  STATE/COUNTY-  CT/NEW HAVEN
 LX2880  USGS QUAD   -  CLINTON (1984)
 LX2880
 LX2880                         *CURRENT SURVEY CONTROL
 LX2880  ___________________________________________________________________
 LX2880* NAD 83(1996)-  41 16 13.33671(N)    072 33 03.93913(W)     ADJUSTED  
 LX2880* NAVD 88     -         2.319  (meters)       7.61   (feet)  ADJUSTED  
 LX2880  ___________________________________________________________________
 LX2880  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX2880  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX2880  DYNAMIC HT  -           2.319 (meters)       7.61  (feet)  COMP
 LX2880  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LX2880
 LX2880  HORZ ORDER  -  SECOND
 LX2880  VERT ORDER  -  SECOND    CLASS II
 LX2880
 LX2880.This mark is at Griswold Airport (N04)
 LX2880
 LX2880.The horizontal coordinates were established by classical geodetic methods
 LX2880.and adjusted by the National Geodetic Survey in August 1998..
 LX2880
 LX2880.The orthometric height was determined by differential leveling
 LX2880.and adjusted by the National Geodetic Survey in June 1991..
 LX2880
 LX2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2880
 LX2880.The geoid height was determined by GEOID03.
 LX2880
 LX2880.The dynamic height is computed by dividing the NAVD 88
 LX2880.geopotential number by the normal gravity value computed on the
 LX2880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2880.degrees latitude (g = 980.6199 gals.).
 LX2880
 LX2880.The modeled gravity was interpolated from observed gravity values.
 LX2880
 LX2880;                    North         East     Units Scale Factor Converg.
 LX2880;SPC CT       -   200,955.703   321,466.893   MT  0.99999364   +0 07 54.8
 LX2880;SPC CT       -   659,302.17  1,054,679.30   sFT  0.99999364   +0 07 54.8
 LX2880;UTM  18      - 4,571,663.964   705,121.038   MT  1.00011784   +1 36 57.2
 LX2880
 LX2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2880!SPC CT       -   1.00000439  x   0.99999364  =   0.99999803
 LX2880!UTM  18      -   1.00000439  x   1.00011784  =   1.00012223
 LX2880
 LX2880                          SUPERSEDED SURVEY CONTROL
 LX2880
 LX2880  NAD 83(1992)-  41 16 13.33579(N)    072 33 03.93890(W) AD(       ) 2
 LX2880  NAD 83(1986)-  41 16 13.33782(N)    072 33 03.94195(W) AD(       ) 2
 LX2880  NAD 27      -  41 16 12.98471(N)    072 33 05.61404(W) AD(       ) 2
 LX2880  NGVD 29 (02/23/89)    2.64   (m)            8.7    (f) LEVELING    3  
 LX2880
 LX2880.Superseded values are not recommended for survey control.
 LX2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2880.See file dsdata.txt to determine how the superseded data were derived.
 LX2880
 LX2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0512171664(NAD 83)
 LX2880_MARKER: DS = TRIANGULATION STATION DISK
 LX2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2880_SP_SET: CONCRETE POST
 LX2880_STAMPING: GRISWALD 1985
 LX2880_MARK LOGO: NGS   
 LX2880_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2880+STABILITY: SURFACE MOTION
 LX2880
 LX2880  HISTORY     - Date     Condition        Report By
 LX2880  HISTORY     - 1985     MONUMENTED       NGS
 LX2880  HISTORY     - 1985     GOOD             NGS
 LX2880
 LX2880                          STATION DESCRIPTION
 LX2880
 LX2880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX2880'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI)
 LX2880'WEST-SOUTHWEST OF CLINTON, 0.5 KM (0.3 MI) SOUTH OF U.S. HIGHWAY 1
 LX2880'AND AT THE SOUTHWEST SIDE OF THE MADISON/GRISWOLD AIRPORT ON
 LX2880'THE SOUTHWEST SIDE OF THE PAVED RUNWAY.
 LX2880'OWNERSHIP--SHORELINE AVIATION INC, GRISWOLD AIRPORT, 1362 BOSTON
 LX2880'POST ROAD, MADISON CT 06443, PHONE 203-245-0537. CONTACT ABOVE
 LX2880'BEFORE ENTERING AIRPORT.
 LX2880'
 LX2880'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO WEST ON
 LX2880'U.S. HIGHWAY 1 (BOSTON POST ROAD) FOR 2.1 KM (1.3 MI) TO THE
 LX2880'ENTRANCE ROAD LEADING TO THE GRISWOLD AIRPORT ON THE LEFT AND
 LX2880'CONNECTICUT MARK B 193 ALSO ON THE LEFT, AT THE NORTH SIDE OF A
 LX2880'GRASS TRIANGLE FORMED BY THE ENTRANCE ROADS TO THE AIRPORT. TURN
 LX2880'LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.1 KM (0.05 MI) TO A
 LX2880'FORK. KEEP RIGHT AND GO SOUTHWEST ON A PAVED AND DIRT ROAD FOR 0.3
 LX2880'KM (0.2 MI) TO A HANGAR. PASS AROUND THE EAST SIDE OF HANGAR AND
 LX2880'THEN EASTERLY ON A TAXI STRIP FOR 0.2 KM (0.1 MI) TO THE STATION AS
 LX2880'DESCRIBED.
 LX2880'
 LX2880'THE STATION IS A STANDARD NGS DISK
 LX2880'STAMPED---GRISWALD 1985---,
 LX2880'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX2880'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 LX2880'28.7 METERS (94 FT) SOUTHWEST FROM THE CENTER OF A TAXI STRIP,
 LX2880'24.0 METERS (78.8 FT) SOUTHWEST FROM THE FIRST LIGHT SOUTH OF THE
 LX2880'TAXI STRIP,
 LX2880'18.4 METERS (60.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 LX2880'RUNWAY AND
 LX2880'16.5 METERS (54.0 FT) NORTHEAST FROM THE SECON LIGHT SOUTH OF THE
 LX2880'TAXI STRIP.
 LX2880'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX2880'STAMPED---GRISWALD 1985---,
 LX2880'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE.
 LX2880'
 LX2880'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 LX2880'
 LX2880'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED AT THIS TIME.
 LX2880'STATION B 193 CHD WILL SERVE AS THE AZIMUTH.
 LX2880'
 LX2880'AN EDM TIE WAS MADE TO STATIONS B 193 CHD AND HAMMONASSET 3 1932.
 LX2880'
 LX2880'DESCRIBED BY D. W. SMITH.
 LX2880
 LX2880                          STATION RECOVERY (1985)
 LX2880
 LX2880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2880'2.1 KM (1.3 MI) WSW FROM CLINTON.
 LX2880'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) WEST-SOUTHWEST OF
 LX2880'CLINTON, 0.5 KM (0.3 MI) SOUTH OF U.S. HIGHWAY 1 AND AT THE SOUTHWEST
 LX2880'SIDE OF THE GRISWOLD AIRPORT AND ON THE SOUTHWEST SIDE OF THE PAVED
 LX2880'RUNWAY.  OWNERSHIP--SHORELINE AVIATION INC, GRISWOLD AIRPORT, 1362
 LX2880'BOSTON POST ROAD, MADISON CT 06443, PHONE 203-245-0537. NOTE--CONTACT
 LX2880'ABOVE BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM THE POST
 LX2880'OFFICE IN CLINTON, GO WEST ON U.S. HIGHWAY 1 (BOSTON POST ROAD) FOR
 LX2880'2.1 KM (1.3 MI) TO THE ENTRANCE ROAD LEADING TO THE GRISWOLD AIRPORT
 LX2880'ON THE LEFT AND CONNECTICUT MARK B 193 ALSO ON THE LEFT, AT THE NORTH
 LX2880'SIDE OF A GRASS TRIANGLE FORMED BY THE ENTRANCE ROADS TO THE AIRPORT.
 LX2880'TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.1 KM (0.05 MI) TO A
 LX2880'FORK. KEEP RIGHT AND GO SOUTHWEST ON A PAVED AND DIRT ROAD FOR 0.3 KM
 LX2880'(0.2 MI) TO A HANGAR. PASS AROUND THE EAST SIDE OF HANGAR AND THEN
 LX2880'EASTERLY ON A TAXI STRIP FOR 0.2 KM (0.1 MI) TO THE STATION AS
 LX2880'DESCRIBED.  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX2880'DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED 28.7 METERS (94 FT)
 LX2880'SOUTHWEST FROM THE CENTER OF A TAXI STRIP, 24.0 METERS (78.8 FT)
 LX2880'SOUTHWEST FROM THE FIRST LIGHT SOUTH OF THE TAXI STRIP, 18.4 METERS
 LX2880'(60.5 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE RUNWAY AND
 LX2880'16.5 METERS (54.0 FT) NORTHEAST FROM THE SECOND LIGHT SOUTH OF THE
 LX2880'TAXI STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5817 ***********************************************************************
 LX5817  DESIGNATION -  GRISWOLD
 LX5817  PID         -  LX5817
 LX5817  STATE/COUNTY-  CT/NEW LONDON
 LX5817  USGS QUAD   -  OLD LYME (1976)
 LX5817
 LX5817                         *CURRENT SURVEY CONTROL
 LX5817  ___________________________________________________________________
 LX5817* NAD 83(1996)-  41 16 40.15293(N)    072 18 46.15082(W)     ADJUSTED  
 LX5817* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5817  ___________________________________________________________________
 LX5817  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX5817  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5817
 LX5817  HORZ ORDER  -  THIRD
 LX5817
 LX5817.The horizontal coordinates were established by classical geodetic methods
 LX5817.and adjusted by the National Geodetic Survey in August 1998..
 LX5817
 LX5817.The orthometric height was scaled from a topographic map.
 LX5817
 LX5817.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5817
 LX5817.The geoid height was determined by GEOID03.
 LX5817
 LX5817;                    North         East     Units Scale Factor Converg.
 LX5817;SPC CT       -   201,856.444   341,427.566   MT  0.99999306   +0 17 23.6
 LX5817;SPC CT       -   662,257.35  1,120,166.94   sFT  0.99999306   +0 17 23.6
 LX5817;SPC NY L     -   124,754.862   441,347.981   MT  1.00002272   +1 06 12.8
 LX5817;SPC NY L     -   409,299.91  1,447,989.17   sFT  1.00002272   +1 06 12.8
 LX5817;UTM  18      - 4,573,081.525   725,055.211   MT  1.00022339   +1 46 24.6
 LX5817
 LX5817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5817!SPC CT       -   1.00000484  x   0.99999306  =   0.99999790
 LX5817!SPC NY L     -   1.00000484  x   1.00002272  =   1.00002756
 LX5817!UTM  18      -   1.00000484  x   1.00022339  =   1.00022823
 LX5817
 LX5817|---------------------------------------------------------------------|
 LX5817| PID    Reference Object                     Distance      Geod. Az  |
 LX5817|                                                           dddmmss.s |
 LX5817| CZ6555 GRISWOLD RM 2                        13.640 METERS 22813     |
 LX5817| LX5807 SAYBROOK BEACON                     APPROX. 2.3 KM 2442829.4 |
 LX5817| CZ6554 GRISWOLD RM 1                        27.990 METERS 27404     |
 LX5817| LX5843 RAILWAY ELEVATED TANK               APPROX. 5.7 KM 2963555.5 |
 LX5817| LX5896 PIONTKOWSKIS TOWER                  APPROX. 6.5 KM 2995702.2 |
 LX5817| LX5897 LOMBERGS CHIMNEY                    APPROX. 6.9 KM 3054614.0 |
 LX5817| LX5816 GRISWOLD BARN CUPOLA                APPROX. 0.6 KM 3493006.8 |
 LX5817|---------------------------------------------------------------------|
 LX5817
 LX5817                          SUPERSEDED SURVEY CONTROL
 LX5817
 LX5817  NAD 83(1992)-  41 16 40.15191(N)    072 18 46.15052(W) AD(       ) 3
 LX5817  NAD 83(1986)-  41 16 40.15364(N)    072 18 46.15397(W) AD(       ) 3
 LX5817  NAD 27      -  41 16 39.80900(N)    072 18 47.86100(W) AD(       ) 3
 LX5817
 LX5817.Superseded values are not recommended for survey control.
 LX5817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5817.See file dsdata.txt to determine how the superseded data were derived.
 LX5817
 LX5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2505573082(NAD 83)
 LX5817_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5817_SETTING: 80 = SET IN A BOULDER
 LX5817_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5817+STABILITY: SURFACE MOTION
 LX5817
 LX5817  HISTORY     - Date     Condition        Report By
 LX5817  HISTORY     - 1934     MONUMENTED       CGS
 LX5817  HISTORY     - 1947     SEE DESCRIPTION  USE
 LX5817  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5817  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LX5817  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5817  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5817
 LX5817                          STATION DESCRIPTION
 LX5817
 LX5817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5817'THIS STATION IS LOCATED ON PROPERTY OF THE ESTATE OF MARION
 LX5817'GRISWOLD.  IT IS ON THE SW CORNER OF THE PROPERTY NEAR THE
 LX5817'BEGINNING OF THE NARROW SAND SPIT THAT CONNECTS GRISWOLDS
 LX5817'POINT TO THE MAINLAND.  THE STATION IS 10 METERS N OF THE EDGE
 LX5817'OF THE GRASS AND 18.5 METERS N OF ORDINARY HIGH WATER LINE.  THE
 LX5817'EDGE OF A SMALL SWAMP HOLE FILLED WITH CAT-TAILS IS 19 METERS
 LX5817'NORTHEASTERLY.  EDGE OF BANK AT EDGE OF MARSH LIES 30 METERS
 LX5817'NORTHWESTERLY.  THE MARK IS IN A SMALL OUTCROPPING BOULDER,
 LX5817'THE ONLY ONE ON THE POINT.
 LX5817'
 LX5817'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5817'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NO.1 AND
 LX5817'REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN CONCRETE
 LX5817'AS DESCRIBED IN NOTES 11A.
 LX5817'
 LX5817'REFERENCE MARK NO.1 IS 15.9 METERS NORTHERLY OF EDGE OF GRASS
 LX5817'AND 1.5 METERS EASTERLY OF EDGE OF MARSH.  IT BEARS N 72 DEG W
 LX5817'(MAGNETIC).
 LX5817'
 LX5817'REFERENCE MARK NO.2 IS 1.9 METERS NORTHERLY OF GRASS EDGE.  IT
 LX5817'BEARS S 60 DEG W (MAGNETIC).
 LX5817'
 LX5817'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5817
 LX5817                          STATION RECOVERY (1947)
 LX5817
 LX5817'RECOVERY NOTE BY US ENGINEERS 1947 (KMP)
 LX5817'LETTER OF LT. COL. K.M. PATTEE, OFFICE OF DIVISION ENGR.,
 LX5817'BOSTON, MASS., DATED OCTOBER 16, 1947--
 LX5817'
 LX5817'DURING A RECENT INSPECTION OF EROSION ALONG THE CONNECTICUT
 LX5817'SHORELINE, THE STATION GRISWOLD 1934 IN THE TOWN OF OLD LYME
 LX5817'WAS FOUND TO BE DESTROYED.  A 20-FT. RECESSION OF THE SHORELINE
 LX5817'HAD OVERTURNED THE BOULDER ON WHICH THE STATION WAS ESTABLISHED.
 LX5817
 LX5817                          STATION RECOVERY (1948)
 LX5817
 LX5817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5817'A TWO-HOUR SEARCH WAS MADE FOR THIS STATION, BUT NO SIGNS OF
 LX5817'IT COULD BE FOUND.  LOCAL INFORMATION DISCLOSES STATION HAS
 LX5817'NOT BEEN SEEN SINCE STORM OF 1938.  SIGNS INDICATE THAT THE
 LX5817'SHORELINE HAS ERODED SEVERELY IN THIS AREA.  IT IS BELIEVED THAT
 LX5817'REFERENCE MARK 1 REMAINS, BUT IS UNDER 2 OR 3 FT. OF SAND.
 LX5817
 LX5817                          STATION RECOVERY (1953)
 LX5817
 LX5817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CAM)
 LX5817'LETTER OF MR. CHAS. A. MORSS, 91 LEDYARD RD., W. HARTFORD,
 LX5817'CONN., DATED JAN. 7, 1953--
 LX5817'
 LX5817'STATION MARK WAS FOUND DISPLACED DUE TO EROSION OF SHORELINE.
 LX5817'
 LX5817'STATION DISK STAMPED GRISWOLD 1934 RECEIVED AT OFFICE 2/19/53.
 LX5817
 LX5817                          STATION RECOVERY (1954)
 LX5817
 LX5817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5817'STATION AND REFERENCE MARK NOT RECOVERED AFTER A THOROUGH
 LX5817'SEARCH.  STATION HAS PROBABLY BEEN DESTROYED AS REPORTED IN
 LX5817'LETTER OF OCTOBER 16, 1947, BY THE OFFICE OF DIVISION ENGINEER,
 LX5817'BOSTON, MASSACHUSETTS.
 LX5817
 LX5817                          STATION RECOVERY (1984)
 LX5817
 LX5817'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5817'STATION AND R.M.S COULD NOT BE FOUND.  AS PREVIOUSLY REPORTED,
 LX5817'STATION AND R.M.S HAVE PROBABLY BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7025 ***********************************************************************
 LX7025  DESIGNATION -  GRISWOLD
 LX7025  PID         -  LX7025
 LX7025  STATE/COUNTY-  CT/HARTFORD
 LX7025  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7025
 LX7025                         *CURRENT SURVEY CONTROL
 LX7025  ___________________________________________________________________
 LX7025* NAD 83(1996)-  41 42 07.19359(N)    072 40 00.37880(W)     ADJUSTED  
 LX7025* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LX7025  ___________________________________________________________________
 LX7025  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LX7025  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7025
 LX7025  HORZ ORDER  -  THIRD
 LX7025
 LX7025.The horizontal coordinates were established by classical geodetic methods
 LX7025.and adjusted by the National Geodetic Survey in August 1998..
 LX7025
 LX7025.The orthometric height was scaled from a topographic map.
 LX7025
 LX7025.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7025
 LX7025.The geoid height was determined by GEOID03.
 LX7025
 LX7025;                    North         East     Units Scale Factor Converg.
 LX7025;SPC CT       -   248,877.095   311,728.113   MT  0.99998745   +0 03 18.7
 LX7025;SPC CT       -   816,524.27  1,022,727.98   sFT  0.99998745   +0 03 18.7
 LX7025;UTM  18      - 4,619,320.746   694,137.606   MT  1.00006382   +1 33 09.6
 LX7025
 LX7025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7025!SPC CT       -   0.99999822  x   0.99998745  =   0.99998567
 LX7025!UTM  18      -   0.99999822  x   1.00006382  =   1.00006204
 LX7025
 LX7025:                Primary Azimuth Mark                     Grid Az
 LX7025:SPC CT       -  HARTFORD COLTS WEST ELEV TANK            002 44 11.7
 LX7025:UTM  18      -  HARTFORD COLTS WEST ELEV TANK            001 14 20.8
 LX7025
 LX7025|---------------------------------------------------------------------|
 LX7025| PID    Reference Object                     Distance      Geod. Az  |
 LX7025|                                                           dddmmss.s |
 LX7025| LX6666 HARTFORD COLTS WEST ELEV TANK       APPROX. 6.0 KM 0024730.4 |
 LX7025| LX6668 HARTFORD COLTS EAST ELEV TANK       APPROX. 5.9 KM 0041018.9 |
 LX7025| LX7013 WETHERSFIELD SCHOOL CUPOLA          APPROX. 0.9 KM 0123043.0 |
 LX7025| LX6630 EAST HARTFORD NY NH H RR TANK       APPROX. 9.0 KM 0191023.4 |
 LX7025| LX6591 EAST HARTFORD SILVER LANE TANK      APPROX. 7.6 KM 0292224.2 |
 LX7025| LX6781 NAUBUC FACTORY SMOKESTACK           APPROX. 4.4 KM 0684137.2 |
 LX7025| LX6779 GLASTONBURY PHELPS COAL A FRAM      APPROX. 4.2 KM 0724215.5 |
 LX7025| CZ6557 GRISWOLD RM 2                        29.770 METERS 08020     |
 LX7025| CZ6556 GRISWOLD RM 1                        29.970 METERS 18342     |
 LX7025| LX7039 WETHERSFIELD COUNTRY CLUB FLAG      APPROX. 1.6 KM 2072937.0 |
 LX7025| LX6642 HARTFORD ASYLUM AVE CONG CH         APPROX. 7.8 KM 3443658.0 |
 LX7025| LX6653 HARTFORD SOUTH CONG CH SPIRE        APPROX. 6.4 KM 3533240.4 |
 LX7025| LX6662 HARTFORD CH OF GOOD SHEPHERD        APPROX. 6.2 KM 3582453.6 |
 LX7025|---------------------------------------------------------------------|
 LX7025
 LX7025                          SUPERSEDED SURVEY CONTROL
 LX7025
 LX7025  NAD 83(1996)-  41 42 07.19305(N)    072 40 00.37907(W) AD(       ) 3
 LX7025  NAD 83(1992)-  41 42 07.19315(N)    072 40 00.37903(W) AD(       ) 3
 LX7025  NAD 83(1992)-  41 42 07.19476(N)    072 40 00.38056(W) AD(       ) 3
 LX7025  NAD 83(1986)-  41 42 07.19499(N)    072 40 00.38050(W) AD(       ) 3
 LX7025  NAD 27      -  41 42 06.82800(N)    072 40 02.05000(W) AD(       ) 3
 LX7025
 LX7025.Superseded values are not recommended for survey control.
 LX7025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7025.See file dsdata.txt to determine how the superseded data were derived.
 LX7025
 LX7025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9413819321(NAD 83)
 LX7025_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7025_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7025+STABILITY: SURFACE MOTION
 LX7025
 LX7025  HISTORY     - Date     Condition        Report By
 LX7025  HISTORY     - 1935     MONUMENTED       CGS
 LX7025  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7025
 LX7025                          STATION DESCRIPTION
 LX7025
 LX7025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7025'THE STATION IS ON THE EASTERLY SIDE OF WOOLCOTT HILL ROAD S OF
 LX7025'WELLS ROAD, AND IS ON TOP OF THE HILL W OF THE SILAS DEAN
 LX7025'HIGHWAY.  THE CREST OF THE HILL IS ABOUT PARALLEL WITH THE
 LX7025'HIGHWAY.  IT IS ON THE PROPERTY OF F.S. GRISWOLD AND IS E OF HIS
 LX7025'HOME.  THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF
 LX7025'A 12- BY 12- BY 30-INCH CONCRETE BLOCK SET FLUSH WITH THE GROUND
 LX7025'JUST S OF THE STREET AND E OF THE DRIVEWAY IN BACK OF THE HOUSE
 LX7025'AND IS 2.99 METERS E OF A SQUARE GRANITE PROPERTY CORNER POST.
 LX7025'THE SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR
 LX7025'MASS OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX7025'
 LX7025'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX7025'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX7025'
 LX7025'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 LX7025'8- BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND 5.7 METERS
 LX7025'E OF THE DRIVEWAY AND 2 METERS S OF THE S WALL OF THE GARAGE, AND
 LX7025'IS S 17 DEG W OF THE STATION.
 LX7025'
 LX7025'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF AN
 LX7025'8- BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND 8.55
 LX7025'METERS S OF THE STREET AND 9.9 METERS W OF A SQUARE GRANITE
 LX7025'PROPERTY LINE MARKER, AND IS S 88 DEG E.
 LX7025'
 LX7025'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX7025
 LX7025                          STATION RECOVERY (1971)
 LX7025
 LX7025'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX7025'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX7025'CONDITION.  REFERENCE MARK 2 IS 10 INCHES BELOW THE GROUND
 LX7025'SURFACE.  THE DESCRIPTION IS ADEQUATE.
 LX7025'
 LX7025'STATION IS STAMPED GRISWOLD 1935.
 LX7025'
 LX7025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7025'WETHERSFIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5816 ***********************************************************************
 LX5816  DESIGNATION -  GRISWOLD BARN CUPOLA
 LX5816  PID         -  LX5816
 LX5816  STATE/COUNTY-  CT/NEW LONDON
 LX5816  USGS QUAD   -  OLD LYME (1976)
 LX5816
 LX5816                         *CURRENT SURVEY CONTROL
 LX5816  ___________________________________________________________________
 LX5816* NAD 83(1996)-  41 16 59.79372(N)    072 18 50.97577(W)     ADJUSTED  
 LX5816* NAVD 88     -                                                        
 LX5816  ___________________________________________________________________
 LX5816  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX5816  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5816
 LX5816  HORZ ORDER  -  THIRD
 LX5816
 LX5816.The horizontal coordinates were established by classical geodetic methods
 LX5816.and adjusted by the National Geodetic Survey in August 1998..
 LX5816
 LX5816
 LX5816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5816
 LX5816.The geoid height was determined by GEOID03.
 LX5816
 LX5816;                    North         East     Units Scale Factor Converg.
 LX5816;SPC CT       -   202,461.779   341,312.224   MT  0.99999264   +0 17 20.4
 LX5816;SPC CT       -   664,243.35  1,119,788.52   sFT  0.99999264   +0 17 20.4
 LX5816;SPC NY L     -   125,358.517   441,224.050   MT  1.00002344   +1 06 09.6
 LX5816;SPC NY L     -   411,280.40  1,447,582.57   sFT  1.00002344   +1 06 09.6
 LX5816;UTM  18      - 4,573,683.810   724,924.203   MT  1.00022266   +1 46 22.1
 LX5816
 LX5816                          SUPERSEDED SURVEY CONTROL
 LX5816
 LX5816  NAD 83(1992)-  41 16 59.79271(N)    072 18 50.97547(W) AD(       ) 4
 LX5816  NAD 83(1986)-  41 16 59.79451(N)    072 18 50.97894(W) AD(       ) 4
 LX5816  NAD 27      -  41 16 59.44800(N)    072 18 52.68800(W) AD(       ) 3
 LX5816
 LX5816.Superseded values are not recommended for survey control.
 LX5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5816.See file dsdata.txt to determine how the superseded data were derived.
 LX5816
 LX5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2492473684(NAD 83)
 LX5816
 LX5816  HISTORY     - Date     Condition        Report By
 LX5816  HISTORY     - 1934     MONUMENTED       CGS
 LX5816  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5816  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5816
 LX5816                          STATION DESCRIPTION
 LX5816
 LX5816'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5816'THE STOCK BARN OF W.E.S. GRISWOLD IS LOCATED ABOUT 150 METERS NW
 LX5816'OF HIS HOME.  THE HOUSE IS IDENTIFIED BY ITS BRILLIANT YELLOW
 LX5816'PAINT AND IS LOCATED ON A PRIVATE ROAD LEADING TO GRISWOLD
 LX5816'POINT.  BOTH THE SIDES AND THE ROOF OF THE BARN ARE SHINGLED.
 LX5816'
 LX5816'IN THE MIDDLE OF THE ROOF IS A WOODEN VENTILATING CUPOLA.  THE
 LX5816'CUPOLA IS WHITE WITH A GREEN SHUTTERED OPENING IN EACH OF THE FOUR
 LX5816'SIDES.  THE RED CUPOLA ROOF SLOPES SHARPLY TO A FINIAL WHICH IS THE
 LX5816'SUPPORT FOR THE WEATHER VANE.
 LX5816'
 LX5816'CENTER IS THE AXIS OF THE VANE.
 LX5816'
 LX5816'IT IS PROPOSED TO MOVE THIS BARN TO A NEW LOCATION DURING 1935.
 LX5816
 LX5816                          STATION RECOVERY (1948)
 LX5816
 LX5816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5816'THE BARN HAS BEEN MOVED SINCE ESTABLISHED AS A TRIANGULATION
 LX5816'STATION.  IT IS RECOMMENDED THE STATION BE CONSIDERED DESTROYED.
 LX5816
 LX5816                          STATION RECOVERY (1984)
 LX5816
 LX5816'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5816'BARN REPORTED TO HAVE BEEN MOVED TWICE SINCE STATION ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5214 ***********************************************************************
 LX5214  DESIGNATION -  GRISWOLD HOTEL FLAGSTAFF
 LX5214  PID         -  LX5214
 LX5214  STATE/COUNTY-  CT/NEW LONDON
 LX5214  USGS QUAD   -  NEW LONDON (1984)
 LX5214
 LX5214                         *CURRENT SURVEY CONTROL
 LX5214  ___________________________________________________________________
 LX5214* NAD 83(1996)-  41 19 30.48351(N)    072 04 29.91187(W)     ADJUSTED  
 LX5214* NAVD 88     -                                                        
 LX5214  ___________________________________________________________________
 LX5214  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LX5214  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX5214
 LX5214  HORZ ORDER  -  THIRD
 LX5214
 LX5214.The horizontal coordinates were established by classical geodetic methods
 LX5214.and adjusted by the National Geodetic Survey in August 1998..
 LX5214
 LX5214
 LX5214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5214
 LX5214.The geoid height was determined by GEOID03.
 LX5214
 LX5214;                    North         East     Units Scale Factor Converg.
 LX5214;SPC CT       -   207,239.162   361,312.762   MT  0.99998973   +0 26 51.3
 LX5214;SPC CT       -   679,917.15  1,185,406.95   sFT  0.99998973   +0 26 51.3
 LX5214;SPC NY L     -   130,419.252   461,155.522   MT  1.00002922   +1 15 32.8
 LX5214;SPC NY L     -   427,883.83  1,512,974.41   sFT  1.00002922   +1 15 32.8
 LX5214;UTM  18      - 4,578,979.196   744,800.006   MT  1.00033758   +1 55 56.8
 LX5214;UTM  19      - 4,579,413.550   242,648.830   MT  1.00041516   -2 01 53.8
 LX5214
 LX5214                          SUPERSEDED SURVEY CONTROL
 LX5214
 LX5214  NAD 83(1992)-  41 19 30.48242(N)    072 04 29.91091(W) AD(       ) 4
 LX5214  NAD 83(1986)-  41 19 30.48294(N)    072 04 29.91652(W) AD(       ) 4
 LX5214  NAD 27      -  41 19 30.13300(N)    072 04 31.64600(W) AD(       ) 3
 LX5214
 LX5214.Superseded values are not recommended for survey control.
 LX5214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5214.See file dsdata.txt to determine how the superseded data were derived.
 LX5214
 LX5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4480078979(NAD 83)
 LX5214_MARKER: 83 = FLAGSTAFF
 LX5214
 LX5214  HISTORY     - Date     Condition        Report By
 LX5214  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5214  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5214  HISTORY     - 19910402 MARK NOT FOUND   USPSQD
 LX5214
 LX5214                          STATION DESCRIPTION
 LX5214
 LX5214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5214'THE GRISWOLD HOTEL IS ON THE E SIDE OF THE THAMES RIVER N OF
 LX5214'EASTERN POINT.  THE HOTEL IS A SIX-STORY U-SHAPED FRAME
 LX5214'BUILDING WITH A SHINGLE SIDING AND YELLOW TRIM.  THERE ARE THREE
 LX5214'FLAGSTAFFS ON THE W SIDE OF THE BUILDING, ONE ON EACH SIDE OF
 LX5214'THE GABLE ABOVE THE ENTRANCE AND ONE NEAR THE NORTHERLY END.
 LX5214'THERE IS ALSO A LARGE FLAGPOLE IN FRONT OF THE W END OF THE FRONT.
 LX5214
 LX5214                          STATION RECOVERY (1948)
 LX5214
 LX5214'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5214'UNLESS THERE IS A DESCRIPTION DISTINGUISHING WHICH FLAGSTAFF IS
 LX5214'THE STATION, IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
 LX5214
 LX5214                          STATION RECOVERY (1991)
 LX5214
 LX5214'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5818 ***********************************************************************
 LX5818  DESIGNATION -  GRISWOLD POINT WINDMILL
 LX5818  PID         -  LX5818
 LX5818  STATE/COUNTY-  CT/NEW LONDON
 LX5818  USGS QUAD   -  OLD LYME (1976)
 LX5818
 LX5818                         *CURRENT SURVEY CONTROL
 LX5818  ___________________________________________________________________
 LX5818* NAD 83(1996)-  41 16 54.14217(N)    072 18 44.71404(W)     ADJUSTED  
 LX5818* NAVD 88     -                                                        
 LX5818  ___________________________________________________________________
 LX5818  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX5818  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5818
 LX5818  HORZ ORDER  -  THIRD
 LX5818
 LX5818.The horizontal coordinates were established by classical geodetic methods
 LX5818.and adjusted by the National Geodetic Survey in August 1998..
 LX5818
 LX5818
 LX5818.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5818
 LX5818.The geoid height was determined by GEOID03.
 LX5818
 LX5818;                    North         East     Units Scale Factor Converg.
 LX5818;SPC CT       -   202,288.170   341,458.818   MT  0.99999276   +0 17 24.5
 LX5818;SPC CT       -   663,673.77  1,120,269.47   sFT  0.99999276   +0 17 24.5
 LX5818;SPC NY L     -   125,187.001   441,373.099   MT  1.00002323   +1 06 13.7
 LX5818;SPC NY L     -   410,717.69  1,448,071.58   sFT  1.00002323   +1 06 13.7
 LX5818;UTM  18      - 4,573,514.015   725,075.278   MT  1.00022350   +1 46 26.1
 LX5818
 LX5818                          SUPERSEDED SURVEY CONTROL
 LX5818
 LX5818  NAD 83(1992)-  41 16 54.14116(N)    072 18 44.71373(W) AD(       ) 4
 LX5818  NAD 83(1986)-  41 16 54.14286(N)    072 18 44.71719(W) AD(       ) 4
 LX5818  NAD 27      -  41 16 53.79400(N)    072 18 46.42400(W) AD(       ) 3
 LX5818
 LX5818.Superseded values are not recommended for survey control.
 LX5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5818.See file dsdata.txt to determine how the superseded data were derived.
 LX5818
 LX5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2507573514(NAD 83)
 LX5818
 LX5818  HISTORY     - Date     Condition        Report By
 LX5818  HISTORY     - 1934     MONUMENTED       CGS
 LX5818  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5818  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5818  HISTORY     - 1984     GOOD             USPSQD
 LX5818
 LX5818                          STATION DESCRIPTION
 LX5818
 LX5818'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5818'THIS IS THE TALLEST WINDMILL ON GRISWOLD POINT.  IT IS MARKED,
 LX5818'NOT ONLY BY ITS HEIGHT, BUT BY AN INDEPENDENT, SHORTER TANK ABOUT
 LX5818'SEVEN METERS N OF THE WINDMILL STRUCTURE.  IT IS ON THE PROPERTY
 LX5818'OF W.E.S. GRISWOLD, SW OF THE HOUSE AND ABOUT 130 METERS W OF THE
 LX5818'CENTER LINE OF THE HIGHWAY.
 LX5818'
 LX5818'WINDMILL SUPPORT, AS WELL AS THAT OF THE TANK, IS A STEEL SKELETON.
 LX5818'
 LX5818'CENTER IS THE APEX OF THE SUPPORT.
 LX5818'
 LX5818'THE WINDMILL IS ABOUT 110 FEET OVER-ALL AND IS QUITE PROMINENT
 LX5818'AS IT STANDS IN AN OPEN FIELD.
 LX5818
 LX5818                          STATION RECOVERY (1948)
 LX5818
 LX5818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5818'THE WINDMILL STRUCTURE HAS BEEN REMOVED.  HOWEVER, THE STATION MAY
 LX5818'STILL BE USED.  THE FOUR CEMENT FOOTINGS, APPROXIMATELY 1
 LX5818'FT. SQUARE WITH 2-IN. ANGLE IRON PROJECTING ABOUT 1/2 FT., ARE IN
 LX5818'PLACE.  THERE IS ALSO A CEMENT WELL COVER, APPROXIMATELY 6.3
 LX5818'FT. SQUARE, OVER THE WELL.  IN THE CENTER OF THE CEMENT COVER IS
 LX5818'A 7-IN. IRON CAP, COVERING THE AREA WHICH THE SHAFT ON THE
 LX5818'WINDMILL FORMERLY OCCUPIED.
 LX5818
 LX5818                          STATION RECOVERY (1968)
 LX5818
 LX5818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5818'RECOVERED AS DESCRIBED BY R.J.S. IN 1948.
 LX5818
 LX5818                          STATION RECOVERY (1984)
 LX5818
 LX5818'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5818'STATION RECOVERED AS DESCRIBED IN 1948 REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3578 ***********************************************************************
 LX3578  DESIGNATION -  GRIZ
 LX3578  PID         -  LX3578
 LX3578  STATE/COUNTY-  CT/LITCHFIELD
 LX3578  USGS QUAD   -  WOODBURY (1984)
 LX3578
 LX3578                         *CURRENT SURVEY CONTROL
 LX3578  ___________________________________________________________________
 LX3578* NAD 83(1996)-  41 36 41.62474(N)    073 14 41.36627(W)     ADJUSTED  
 LX3578* NAVD 88     -       258.9    (meters)     849.     (feet)  VERTCON   
 LX3578  ___________________________________________________________________
 LX3578  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 LX3578  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX3578
 LX3578  HORZ ORDER  -  FIRST
 LX3578
 LX3578.The horizontal coordinates were established by classical geodetic methods
 LX3578.and adjusted by the National Geodetic Survey in August 1998..
 LX3578
 LX3578.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3578
 LX3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3578
 LX3578.The geoid height was determined by GEOID03.
 LX3578
 LX3578;                    North         East     Units Scale Factor Converg.
 LX3578;SPC CT       -   238,947.596   263,556.572   MT  0.99998406   -0 19 41.2
 LX3578;SPC CT       -   783,947.24    864,685.19   sFT  0.99998406   -0 19 41.2
 LX3578;UTM  18      - 4,608,137.673   646,242.912   MT  0.99986319   +1 09 56.8
 LX3578
 LX3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3578!SPC CT       -   0.99996400  x   0.99998406  =   0.99994806
 LX3578!UTM  18      -   0.99996400  x   0.99986319  =   0.99982720
 LX3578
 LX3578|---------------------------------------------------------------------|
 LX3578| PID    Reference Object                     Distance      Geod. Az  |
 LX3578|                                                           dddmmss.s |
 LX3578| CB3485 GRIZ RM 1                            12.420 METERS 01720     |
 LX3578| LX3576 GRIZ RM 3                           225.524 METERS 08425     |
 LX3578| LX3572 WHITTEMORE                          APPROX.12.6 KM 1333412.4 |
 LX3578| CB3486 GRIZ RM 2                            11.137 METERS 16542     |
 LX3578|---------------------------------------------------------------------|
 LX3578
 LX3578                          SUPERSEDED SURVEY CONTROL
 LX3578
 LX3578  NAD 83(1992)-  41 36 41.62432(N)    073 14 41.36655(W) AD(       ) 1
 LX3578  NAD 83(1986)-  41 36 41.62611(N)    073 14 41.36803(W) AD(       ) 1
 LX3578  NAD 27      -  41 36 41.28373(N)    073 14 42.95632(W) AD(       ) 1
 LX3578  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 LX3578
 LX3578.Superseded values are not recommended for survey control.
 LX3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3578.See file dsdata.txt to determine how the superseded data were derived.
 LX3578
 LX3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4624308138(NAD 83)
 LX3578_MARKER: DS = TRIANGULATION STATION DISK
 LX3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3578_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3578_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3578
 LX3578  HISTORY     - Date     Condition        Report By
 LX3578  HISTORY     - 1981     MONUMENTED       NGS
 LX3578
 LX3578                          STATION DESCRIPTION
 LX3578
 LX3578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3578'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH-NORTHWEST OF
 LX3578'WOODBURY, 0.8 KM (0.5 MI) SOUTHWEST OF BETHLEHEM AND 0.6 KM (0.4
 LX3578'MI ) NORTH OF THE BETHLEHLEM-WOODBURY TOWN LINE.
 LX3578'OWNERSHIP--MR ANDREW GRIZ, PHONE 203-263-4534.
 LX3578'
 LX3578'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND
 LX3578'132 IN BETHLEHEM.  GO WEST AND SOUTH ON HIGHWAY 132 FOR 3.8 KM
 LX3578'(2.4 MI) TO A FORK, BEAR LEFT, PROCEED SOUTH ON HIGHWAY 132 FOR
 LX3578'0.8 KM (0.5 MI) TO A GRAVEL ROAD ON THE LEFT, JUST AFTER PASSING A
 LX3578'WHITE HOUSE AND STATION ON THE LEFT SIDE OF ROAD, SOUTH OF GRAVEL
 LX3578'ROAD, IN ANGLE NEAR STONE WALL.  TO REACH REFERENCE MARK 3, GO EAST
 LX3578'ON GRAVEL ROAD FOR 0.2 KM (0.15 MI) TO MARK ON THE LEFT.
 LX3578'
 LX3578'THE STATION IS A STANDARD NGS DISK
 LX3578'STAMPED---GRIZ 1981---,
 LX3578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3578'FLUSH WITH GROUND.  IT IS LOCATED
 LX3578'7.9 METERS (25.92 FT) EAST FROM THE CENTERLINE OF HIGHWAY 132,
 LX3578'6.5 METERS (21.33 FT) SOUTH FROM UTILITY POLE B 13 AND
 LX3578'2.25 METERS (7.38 FT) WEST FROM A STONE WALL.
 LX3578'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3578'STAMPED---GRIZ 1981---,
 LX3578'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3578'
 LX3578'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3578'STAMPED---GRIZ NO 1 1981---,
 LX3578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3578'FLUSH WITH GROUND.  IT IS LOCATED
 LX3578'15.55 METERS (51.01 FT) EAST FROM THE CENTER LINE OF HIGHWAY 132,
 LX3578'7.1 METERS (23.28 FT) NORTHEAST FROM UTILITY POLE B 13,
 LX3578'5.8 METERS (19.03 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 LX3578'GRAVEL ROAD AND
 LX3578'1.53 METERS (5 FT) NORTHWEST FROM THE STONE WALL.
 LX3578'MARK IS LEVEL WITH STATION.
 LX3578'
 LX3578'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3578'STAMPED---GRIZ NO 2 1981---,
 LX3578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3578'FLUSH WITH GROUND.  IT IS LOCATED
 LX3578'17.6 METERS (57.74 FT) SOUTH FROM UTILITY POLE B 13,
 LX3578'6.75 METERS (22.15 FT) EAST FROM THE CENTERLINE OF HIGHWAY 132,AND
 LX3578'1.75 METERS (5.74 FT) WEST FROM THE STONE WALL.
 LX3578'MARK IS LEVEL WITH STATION.
 LX3578'
 LX3578'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3578'STAMPED---GRIZ NO 3 1981---,
 LX3578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3578'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3578'15.12 METERS (49.6 FT) WEST FROM THE CENTER OF A GAP IN FENCE,
 LX3578'3.75 METERS (12.3 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 LX3578'GRAVEL ROAD AND
 LX3578'1.6 METERS (5.25 FT) SOUTHEAST FROM A METAL WITNESS POST.
 LX3578'MARK IS ABOVE STATION 1.5 METERS.
 LX3578'
 LX3578'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3576 ***********************************************************************
 LX3576  DESIGNATION -  GRIZ RM 3
 LX3576  PID         -  LX3576
 LX3576  STATE/COUNTY-  CT/LITCHFIELD
 LX3576  USGS QUAD   -  WOODBURY (1984)
 LX3576
 LX3576                         *CURRENT SURVEY CONTROL
 LX3576  ___________________________________________________________________
 LX3576* NAD 83(1996)-  41 36 42.33549(N)    073 14 31.67203(W)     ADJUSTED  
 LX3576* NAVD 88     -       260.0    (meters)     853.     (feet)  VERTCON   
 LX3576  ___________________________________________________________________
 LX3576  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 LX3576  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX3576
 LX3576  HORZ ORDER  -  SECOND
 LX3576
 LX3576.The horizontal coordinates were established by classical geodetic methods
 LX3576.and adjusted by the National Geodetic Survey in August 1998..
 LX3576.No horizontal observational check was made to the station.
 LX3576
 LX3576.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3576
 LX3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3576
 LX3576.The geoid height was determined by GEOID03.
 LX3576
 LX3576;                    North         East     Units Scale Factor Converg.
 LX3576;SPC CT       -   238,968.241   263,781.145   MT  0.99998407   -0 19 34.7
 LX3576;SPC CT       -   784,014.97    865,421.97   sFT  0.99998407   -0 19 34.7
 LX3576;UTM  18      - 4,608,164.163   646,466.844   MT  0.99986400   +1 10 03.3
 LX3576
 LX3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3576!SPC CT       -   0.99996383  x   0.99998407  =   0.99994790
 LX3576!UTM  18      -   0.99996383  x   0.99986400  =   0.99982783
 LX3576
 LX3576                          SUPERSEDED SURVEY CONTROL
 LX3576
 LX3576  NAD 83(1992)-  41 36 42.33507(N)    073 14 31.67231(W) AD(       ) 2
 LX3576  NAD 83(1986)-  41 36 42.33686(N)    073 14 31.67379(W) AD(       ) 2
 LX3576  NAD 27      -  41 36 41.99444(N)    073 14 33.26239(W) AD(       ) 2
 LX3576  NGVD 29 (07/19/86)  260.3    (m)          854.     (f) VERT ANG       
 LX3576
 LX3576.Superseded values are not recommended for survey control.
 LX3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3576.See file dsdata.txt to determine how the superseded data were derived.
 LX3576
 LX3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4646708164(NAD 83)
 LX3576_MARKER: DR = REFERENCE MARK DISK
 LX3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3576_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3576
 LX3576  HISTORY     - Date     Condition        Report By
 LX3576  HISTORY     - 1981     MONUMENTED       NGS
 LX3576
 LX3576                          STATION DESCRIPTION
 LX3576
 LX3576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3576'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH-NORTHWEST OF
 LX3576'WOODBURY, 0.8 KM (0.5 MI) SOUTHWEST OF BETHLEHEM AND 0.6 KM
 LX3576'(0.4 MI) NORTH OF THE BETHLEHEM-WOODBURY TOWN LINE.
 LX3576'OWNERSHIP--MR ANDREW GRIZ, PHONE 203-263-4534.
 LX3576'
 LX3576'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 61 AND
 LX3576'132 IN BETHLEHEM.  GO WEST AND SOUTH ON HIGHWAY 132 FOR 3.8 KM
 LX3576'(2.4 MI) TO A FORK.  BEAR LEFT, SOUTH ON HIGHWAY 132, PROCEED FOR
 LX3576'0.8 KM (0.5 MI) TO A GRAVEL ROAD ON THE LEFT.
 LX3576'TURN LEFT ON GRAVEL ROAD, PROCEED FOR 0.2 KM (0.15 MI) TO
 LX3576'THE MARK ON THE LEFT.
 LX3576'
 LX3576'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX3576'STAMPED---GRIZ RM 3 1981---,
 LX3576'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3576'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3576'15.12 METERS (49.6 FT) WEST FROM THE CENTER OF A GAP IN FENCE,
 LX3576'3.75 METERS (12.3 FT) NORTH FROM THE CENTER OF A GRAVEL ROAD AND
 LX3576'1.6 METERS (5.25 FT) SOUTHEAST FROM A METAL WITNESS POST.
 LX3576'
 LX3576'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3737 ***********************************************************************
 LW3737  DESIGNATION -  GROSVENOR DALE TANK
 LW3737  PID         -  LW3737
 LW3737  STATE/COUNTY-  CT/WINDHAM
 LW3737  USGS QUAD   -  PUTNAM (1970)
 LW3737
 LW3737                         *CURRENT SURVEY CONTROL
 LW3737  ___________________________________________________________________
 LW3737* NAD 83(1996)-  41 58 06.62173(N)    071 53 19.14534(W)     ADJUSTED  
 LW3737* NAVD 88     -                                                        
 LW3737  ___________________________________________________________________
 LW3737  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LW3737  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LW3737
 LW3737  HORZ ORDER  -  THIRD
 LW3737
 LW3737.The horizontal coordinates were established by classical geodetic methods
 LW3737.and adjusted by the National Geodetic Survey in August 1998..
 LW3737
 LW3737
 LW3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3737
 LW3737.The geoid height was determined by GEOID03.
 LW3737
 LW3737;                    North         East     Units Scale Factor Converg.
 LW3737;SPC CT       -   278,830.594   376,198.836   MT  1.00001190   +0 34 16.1
 LW3737;SPC CT       -   914,796.71  1,234,245.68   sFT  1.00001190   +0 34 16.1
 LW3737;UTM  19      - 4,650,316.274   260,639.946   MT  1.00030505   -1 55 57.4
 LW3737
 LW3737                          SUPERSEDED SURVEY CONTROL
 LW3737
 LW3737  NAD 83(1996)-  41 58 06.62158(N)    071 53 19.14519(W) AD(       ) 4
 LW3737  NAD 83(1992)-  41 58 06.62125(N)    071 53 19.14457(W) AD(       ) 4
 LW3737  NAD 83(1992)-  41 58 06.62128(N)    071 53 19.14467(W) AD(       ) 4
 LW3737  NAD 83(1986)-  41 58 06.62236(N)    071 53 19.14351(W) AD(       ) 4
 LW3737  NAD 27      -  41 58 06.26954(N)    071 53 20.88480(W) AD(       ) 3
 LW3737
 LW3737.Superseded values are not recommended for survey control.
 LW3737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3737.See file dsdata.txt to determine how the superseded data were derived.
 LW3737
 LW3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6064050316(NAD 83)
 LW3737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3737+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 LW3737
 LW3737  HISTORY     - Date     Condition        Report By
 LW3737  HISTORY     - 1977     MONUMENTED       NGS
 LW3737  HISTORY     - 20040421 GOOD             GEOCAC
 LW3737
 LW3737                          STATION DESCRIPTION
 LW3737
 LW3737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3737'THE STATION IS THE BALL ON THE TOP CENTER OF THE GROSVENOR
 LW3737'DALE BELDING CHEMICALS INDUSTRY WATER TANK.  THE TANK IS SILVER
 LW3737'IN COLOR, WITH THE LETTERS (BCI) ON THE NORTH AND SOUTH SIDE
 LW3737'OF THE TANK, SUPPORTED BY 4 LEGS, 130 FEET TALL AND OWNED BY
 LW3737'THE BELDING CHEMICALS INDUSTRY, GROSVENOR DALE, CONNECTICUT.
 LW3737'
 LW3737'THE STATION IS IN GROSVENOR DALE, 0.1 MILE SOUTHEAST OF THE
 LW3737'JUNCTION OF STATE HIGHWAYS 12 AND 200 AND ON A SMALL HILL.
 LW3737'
 LW3737'DESCRIBED BY A.G. THACKER.
 LW3737
 LW3737                          STATION RECOVERY (2004)
 LW3737
 LW3737'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0191 ***********************************************************************
 LX0191  DESIGNATION -  GROTON
 LX0191  PID         -  LX0191
 LX0191  STATE/COUNTY-  CT/NEW LONDON
 LX0191  USGS QUAD   -  NEW LONDON (1984)
 LX0191
 LX0191                         *CURRENT SURVEY CONTROL
 LX0191  ___________________________________________________________________
 LX0191* NAD 83(1996)-  41 18 24.14903(N)    072 00 17.36406(W)     ADJUSTED  
 LX0191* NAVD 88     -         1.458  (meters)       4.78   (feet)  ADJUSTED  
 LX0191  ___________________________________________________________________
 LX0191  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 LX0191  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX0191  DYNAMIC HT  -           1.457 (meters)       4.78  (feet)  COMP
 LX0191  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 LX0191
 LX0191  HORZ ORDER  -  THIRD
 LX0191  VERT ORDER  -  FIRST     CLASS I
 LX0191
 LX0191.The horizontal coordinates were established by classical geodetic methods
 LX0191.and adjusted by the National Geodetic Survey in August 1998..
 LX0191
 LX0191.The orthometric height was determined by differential leveling
 LX0191.and adjusted by the National Geodetic Survey in June 1991..
 LX0191.WARNING-Repeat measurements at this control monument indicate possible
 LX0191.vertical movement.
 LX0191
 LX0191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0191
 LX0191.The geoid height was determined by GEOID03.
 LX0191
 LX0191.The dynamic height is computed by dividing the NAVD 88
 LX0191.geopotential number by the normal gravity value computed on the
 LX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0191.degrees latitude (g = 980.6199 gals.).
 LX0191
 LX0191.The modeled gravity was interpolated from observed gravity values.
 LX0191
 LX0191;                    North         East     Units Scale Factor Converg.
 LX0191;SPC CT       -   205,241.102   367,203.316   MT  0.99999094   +0 29 38.7
 LX0191;SPC CT       -   673,361.85  1,204,732.88   sFT  0.99999094   +0 29 38.7
 LX0191;SPC NY L     -   128,504.719   467,073.998   MT  1.00002661   +1 18 18.0
 LX0191;SPC NY L     -   421,602.57  1,532,391.94   sFT  1.00002661   +1 18 18.0
 LX0191;UTM  18      - 4,577,133.730   750,742.514   MT  1.00037383   +1 58 41.2
 LX0191;UTM  19      - 4,577,161.671   248,449.812   MT  1.00037882   -1 59 04.2
 LX0191
 LX0191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0191!SPC CT       -   1.00000459  x   0.99999094  =   0.99999553
 LX0191!SPC NY L     -   1.00000459  x   1.00002661  =   1.00003120
 LX0191!UTM  18      -   1.00000459  x   1.00037383  =   1.00037842
 LX0191!UTM  19      -   1.00000459  x   1.00037882  =   1.00038341
 LX0191
 LX0191:                Primary Azimuth Mark                     Grid Az
 LX0191:SPC CT       -  KNAPPS CUPOLA                            036 27 28.4
 LX0191:SPC NY L     -  KNAPPS CUPOLA                            035 38 49.1
 LX0191:UTM  18      -  KNAPPS CUPOLA                            034 58 25.9
 LX0191:UTM  19      -  KNAPPS CUPOLA                            038 56 11.3
 LX0191
 LX0191|---------------------------------------------------------------------|
 LX0191| PID    Reference Object                     Distance      Geod. Az  |
 LX0191|                                                           dddmmss.s |
 LX0191| LW3392 KNAPPS CUPOLA                       APPROX. 2.2 KM 0365707.1 |
 LX0191| LW3378 MORGAN POINT LIGHTHOUSE             APPROX. 1.7 KM 0495334.6 |
 LX0191| LW3393 NOANK LIGHT                         APPROX. 1.8 KM 0541008.5 |
 LX0191| LW3391 WHALE ROCK DAYBEACON                APPROX. 1.5 KM 0583644.2 |
 LX0191| LW3402 GATES ISLAND CHIMNEY                APPROX. 3.3 KM 0730816.4 |
 LX0191| LX5266 PILING                              231.505 METERS 21222     |
 LX0191| LX0192 GROTON RM 1                          20.300 METERS 21737     |
 LX0191| LX0190 GROTON RM 2                          14.390 METERS 32610     |
 LX0191|---------------------------------------------------------------------|
 LX0191
 LX0191                          SUPERSEDED SURVEY CONTROL
 LX0191
 LX0191  NAD 83(1992)-  41 18 24.14772(N)    072 00 17.36320(W) AD(       ) 3
 LX0191  NAD 83(1986)-  41 18 24.14867(N)    072 00 17.36743(W) AD(       ) 3
 LX0191  NAD 27      -  41 18 23.80200(N)    072 00 19.09200(W) AD(       ) 3
 LX0191  NGVD 29 (??/??/92)    1.750  (m)            5.74   (f) ADJ UNCH    1 1
 LX0191
 LX0191.Superseded values are not recommended for survey control.
 LX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0191.See file dsdata.txt to determine how the superseded data were derived.
 LX0191
 LX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5074377134(NAD 83)
 LX0191_MARKER: DS = TRIANGULATION STATION DISK
 LX0191_SETTING: 66 = SET IN ROCK OUTCROP
 LX0191_SP_SET: BOULDER
 LX0191_STAMPING: GROTON 1934
 LX0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0191+STABILITY: POSITION/ELEVATION WELL
 LX0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0191+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LX0191
 LX0191  HISTORY     - Date     Condition        Report By
 LX0191  HISTORY     - 1934     MONUMENTED       CGS
 LX0191  HISTORY     - 1953     GOOD             NGS
 LX0191  HISTORY     - 1954     GOOD             CGS
 LX0191  HISTORY     - 1965     GOOD             CGS
 LX0191  HISTORY     - 1965     GOOD             NGS
 LX0191  HISTORY     - 1966     GOOD             CGS
 LX0191  HISTORY     - 1972     GOOD             CTGS
 LX0191  HISTORY     - 1983     GOOD             USPSQD
 LX0191  HISTORY     - 1988     GOOD             USPSQD
 LX0191  HISTORY     - 1989     GOOD             USPSQD
 LX0191  HISTORY     - 1989     GOOD             USPSQD
 LX0191  HISTORY     - 1990     GOOD             USPSQD
 LX0191  HISTORY     - 19900310 GOOD             USPSQD
 LX0191  HISTORY     - 19901227 GOOD             USPSQD
 LX0191  HISTORY     - 20020206 GOOD             USPSQD
 LX0191
 LX0191                          STATION DESCRIPTION
 LX0191
 LX0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX0191'THE STATION IS LOCATED ON THE E SIDE OF THE EASTERLY OF TWO POINTS
 LX0191'AT THE SOUTHERLY END OF GROTON LONG POINT.  IT IS MARKED BY A
 LX0191'STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER AT
 LX0191'THE HIGH WATER LINE AND IS ONE METER ABOVE HIGH WATER LEVEL.
 LX0191'
 LX0191'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN A
 LX0191'BOULDER.  REFERENCE MARKS NO.1 AND NO.2 ARE
 LX0191'STANDARD BRONZE DISCS SET IN A BOULDER.
 LX0191'
 LX0191'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN A DRILL HOLE IN THE
 LX0191'TOP OF A BOULDER AT THE HIGH WATER LINE SW OF THE
 LX0191'STATION.  REFERENCE MARK NO.2 IS ALSO A STANDARD DISC SET IN A
 LX0191'DRILL HOLE IN THE TOP OF A BOULDER IN FRONT OF THE COTTAGE OW W.J.
 LX0191'PHELPS.
 LX0191'
 LX0191'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX0191
 LX0191                          STATION RECOVERY (1953)
 LX0191
 LX0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LX0191'AT GROTON LONG POINT.
 LX0191'AT GROTON LONG POINT, ON CLUBHOUSE POINT JUST SOUTHEAST OF
 LX0191'EAST SHORE CIRCLE, SET IN THE TOP OF A LARGE BOULDER WHICH IS
 LX0191'BETWEEN THE SEA WALL AND THE WATER LINE, 13 FEET SOUTHEAST OF
 LX0191'SOUTHEAST FACE OF SEA WALL, 15 FEET EAST OF A JOG IN SEA WALL,
 LX0191'47.3 FEET SOUTH OF RM NO. 2, 66.7 FEET NORTHEAST OF RM NO. 1
 LX0191'AND ABOUT LEVEL WITH TOP OF SEA WALL.
 LX0191
 LX0191                          STATION RECOVERY (1954)
 LX0191
 LX0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX0191'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX0191'ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 LX0191
 LX0191                          STATION RECOVERY (1965)
 LX0191
 LX0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0191'THE STATION, REFERENCE MARK NO. 1 AND 2 WERE ALL RECOVERED AND IN
 LX0191'GOOD CONDITION.
 LX0191'
 LX0191'THE STATION IS AT GROTON LONG POINT, ON CLUBHOUSE POINT JUST
 LX0191'SOUTHEAST OF EAST SHORE CIRCLE, SET IN THE TOP OF A LARGE BOULDER
 LX0191'WHICH IS BETWEEN THE SEAWALL AND WATER LINE, 13 FEET SOUTHEAST
 LX0191'OF THE SOUTHEAST FACE OF THE SEAWALL, 15 FEET EAST OF A JOG IN
 LX0191'SEAWALL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE SEAWALL.  STAMPED
 LX0191'GROTON 1934.
 LX0191'
 LX0191'RM 1 IS 66.7 FEET SOUTHWEST OF THE STATION, 3 FEET SOUTHEAST OF
 LX0191'SOUTHEAST FACE OF SEAWALL, SET IN THE TOP OF A LARGE ROCK WHICH IS
 LX0191'PART OF THE SEAWALL.  IT IS STAMPED GROTON NO 1 1934.
 LX0191'
 LX0191'RM 2 IS 47.3 FEET NORTH OF THE STATION, 32-1/2 FEET SOUTHEAST OF
 LX0191'THE SOUTHEAST CORNER OF HOUSE, SET IN THE TOP OF A SMALL ROCK
 LX0191'OUTCROP AND STAMPED GROTON NO 2 1934.
 LX0191
 LX0191                          STATION RECOVERY (1965)
 LX0191
 LX0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (1966)
 LX0191
 LX0191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX0191'STATION RECOVERED AS DESCRIBED.  STATION BARES 5 FEET AT MHW.
 LX0191
 LX0191                          STATION RECOVERY (1972)
 LX0191
 LX0191'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (1983)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX0191'STATION AND RM NO 1 AND 2 RECOVERED AS DESCRIBED.  STATION MARK
 LX0191'STAMPED GROTON 1934 WAS IN FAIR CONDITION, MUTILATED IN THE CENTER.
 LX0191
 LX0191                          STATION RECOVERY (1988)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (1989)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGS)
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (1989)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (1990)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (1990)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (1990)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0191'RECOVERED IN GOOD CONDITION.
 LX0191
 LX0191                          STATION RECOVERY (2002)
 LX0191
 LX0191'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4466 ***********************************************************************
 DH4466  DESIGNATION -  GROTON
 DH4466  PID         -  DH4466
 DH4466  STATE/COUNTY-  CT/NEW LONDON
 DH4466  USGS QUAD   -  NEW LONDON (1984)
 DH4466
 DH4466                         *CURRENT SURVEY CONTROL
 DH4466  ___________________________________________________________________
 DH4466* NAD 83(1996)-  41 20 07.03602(N)    072 02 58.97044(W)     ADJUSTED  
 DH4466* NAVD 88     -        12.3    (meters)      40.     (feet)  GPS OBS   
 DH4466  ___________________________________________________________________
 DH4466  X           -   1,478,107.627 (meters)                     COMP
 DH4466  Y           -  -4,562,614.139 (meters)                     COMP
 DH4466  Z           -   4,190,441.908 (meters)                     COMP
 DH4466  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DH4466  ELLIP HEIGHT-         -18.32  (meters)          (05/31/05) GPS OBS
 DH4466  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DH4466
 DH4466  HORZ ORDER  -  A
 DH4466  ELLP ORDER  -  THIRD     CLASS I
 DH4466
 DH4466.The horizontal coordinates were established by GPS observations
 DH4466.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4466
 DH4466.The orthometric height was determined by GPS observations and a
 DH4466.high-resolution geoid model.
 DH4466
 DH4466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4466
 DH4466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4466
 DH4466.The ellipsoidal height was determined by GPS observations
 DH4466.and is referenced to NAD 83.
 DH4466
 DH4466.The geoid height was determined by GEOID03.
 DH4466
 DH4466;                    North         East     Units Scale Factor Converg.
 DH4466;SPC CT       -   208,383.591   363,418.438   MT  0.99998910   +0 27 51.6
 DH4466;SPC CT       -   683,671.83  1,192,315.33   sFT  0.99998910   +0 27 51.6
 DH4466;UTM  18      - 4,580,178.236   746,876.051   MT  1.00035014   +1 56 58.3
 DH4466;UTM  19      - 4,580,466.256   244,802.946   MT  1.00040157   -2 00 55.1
 DH4466
 DH4466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4466!SPC CT       -   1.00000287  x   0.99998910  =   0.99999197
 DH4466!UTM  18      -   1.00000287  x   1.00035014  =   1.00035301
 DH4466!UTM  19      -   1.00000287  x   1.00040157  =   1.00040444
 DH4466
 DH4466                          SUPERSEDED SURVEY CONTROL
 DH4466
 DH4466.No superseded survey control is available for this station.
 DH4466
 DH4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4687680178(NAD 83)
 DH4466_MARKER: Z = SEE DESCRIPTION
 DH4466_SETTING: 0 = UNSPECIFIED SETTING
 DH4466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4466+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4466
 DH4466  HISTORY     - Date     Condition        Report By
 DH4466  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4466
 DH4466                          STATION DESCRIPTION
 DH4466
 DH4466'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4466'BASE STATION GROTON IS A TRIMBLE NAVIGATION COMPANY COMPACT  DOME GPS
 DH4466'ANTENNA PERMANENTLY INSTALLED ON A STEEL POLE WHICH IS  BOLTED TO THE
 DH4466'INNER SUPERSTRUCTURE AND PROTRUDES THROUGH THE  ROOF ALONG THE NORTH
 DH4466'SIDE OF THE UPPER PORTION OF THE CONNDOT  MAINTENANCE GARAGE (81-335)
 DH4466'IN GROTON. TO REACH THE STATION FROM THE INTRESTATE ROUTE 95 (JEWISH
 DH4466'WAR  VETERANS HIGHWAY EXIT 88) OVERPASS ABOVE CT ROUTE 117 (NEWTOWN
 DH4466'ROAD), PROCEED SOUTH ON CT ROUTE 117 FOR ABOUT 1.0 MI. TO US ROUTE  1
 DH4466'(FORT HILL ROAD/POQUONOCK ROAD). TURN RIGHT ONTO US ROUTE 1  AND
 DH4466'PROCEED WEST FOR 0.6 MI. TO CT ROUTE 649 (SOUTH ROAD/TOWER  ROAD).
 DH4466'TURN LEFT ONTO CT ROUTE 649 AND PROCEED  SOUTH THEN WEST  FOR 1.4 MI.
 DH4466'TO THE AIRPORT ACCESS ROAD AT GATE 1 (OPPOSITE LENARD  ROAD). TURN
 DH4466'LEFT ONTO THE ACCESS ROAD AND PROCEED 200 FT. TO THE  ENTRANCE GATE TO
 DH4466'THE GROTON MAINTENANCE GARAGE AND THE  STATION ON THE RIGHT (NORTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5831 ***********************************************************************
 DH5831  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5831  DESIGNATION -  GROTON CORS ARP
 DH5831  CORS_ID     -  CTGR
 DH5831  PID         -  DH5831
 DH5831  STATE/COUNTY-  CT/NEW LONDON
 DH5831  USGS QUAD   -  NEW LONDON (1984)
 DH5831
 DH5831                         *CURRENT SURVEY CONTROL
 DH5831  ___________________________________________________________________
 DH5831* NAD 83(CORS)-  41 20 07.03566(N)    072 02 58.96958(W)     ADJUSTED  
 DH5831* NAVD 88     -                                                        
 DH5831  ___________________________________________________________________
 DH5831  EPOCH DATE  -        2002.00
 DH5831  X           -   1,478,107.641 (meters)                     COMP
 DH5831  Y           -  -4,562,614.118 (meters)                     COMP
 DH5831  Z           -   4,190,441.880 (meters)                     COMP
 DH5831  ELLIP HEIGHT-         -18.35  (meters)          (09/??/05) GPS OBS
 DH5831  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DH5831
 DH5831  HORZ ORDER  -  SPECIAL (CORS)
 DH5831  ELLP ORDER  -  SPECIAL (CORS)
 DH5831
 DH5831.ITRF positions are available for this station.
 DH5831.The coordinates were established by GPS observations
 DH5831.and adjusted by the National Geodetic Survey in September 2005..
 DH5831.The coordinates are valid at the epoch date displayed above.
 DH5831.The epoch date for horizontal control is a decimal equivalence
 DH5831.of Year/Month/Day.
 DH5831
 DH5831
 DH5831.The PID for the CORS L1 Phase Center is DH5832.
 DH5831
 DH5831.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5831
 DH5831.The ellipsoidal height was determined by GPS observations
 DH5831.and is referenced to NAD 83.
 DH5831
 DH5831.The geoid height was determined by GEOID03.
 DH5831
 DH5831;                    North         East     Units Scale Factor Converg.
 DH5831;SPC CT       -   208,383.580   363,418.458   MT  0.99998910   +0 27 51.6
 DH5831;SPC CT       -   683,671.80  1,192,315.39   sFT  0.99998910   +0 27 51.6
 DH5831
 DH5831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5831!SPC CT       -   1.00000288  x   0.99998910  =   0.99999198
 DH5831
 DH5831                          SUPERSEDED SURVEY CONTROL
 DH5831
 DH5831.No superseded survey control is available for this station.
 DH5831
 DH5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4687680178(NAD 83)
 DH5831_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5831
 DH5831                          STATION DESCRIPTION
 DH5831
 DH5831'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5831'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5831'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5831'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5831'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5831'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5832 ***********************************************************************
 DH5832  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5832  DESIGNATION -  GROTON CORS L1 PHASE CENTER
 DH5832  CORS_ID     -  CTGR
 DH5832  PID         -  DH5832
 DH5832  STATE/COUNTY-  CT/NEW LONDON
 DH5832  USGS QUAD   -  NEW LONDON (1984)
 DH5832
 DH5832                         *CURRENT SURVEY CONTROL
 DH5832  ___________________________________________________________________
 DH5832* NAD 83(CORS)-  41 20 07.03570(N)    072 02 58.96956(W)     ADJUSTED  
 DH5832* NAVD 88     -                                                        
 DH5832  ___________________________________________________________________
 DH5832  EPOCH DATE  -        2002.00
 DH5832  X           -   1,478,107.667 (meters)                     COMP
 DH5832  Y           -  -4,562,614.196 (meters)                     COMP
 DH5832  Z           -   4,190,441.953 (meters)                     COMP
 DH5832  ELLIP HEIGHT-         -18.24  (meters)          (09/??/05) GPS OBS
 DH5832  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 DH5832
 DH5832  HORZ ORDER  -  SPECIAL (CORS)
 DH5832  ELLP ORDER  -  SPECIAL (CORS)
 DH5832
 DH5832.ITRF positions are available for this station.
 DH5832.The coordinates were established by GPS observations
 DH5832.and adjusted by the National Geodetic Survey in September 2005..
 DH5832.The coordinates are valid at the epoch date displayed above.
 DH5832.The epoch date for horizontal control is a decimal equivalence
 DH5832.of Year/Month/Day.
 DH5832
 DH5832
 DH5832.The PID for the CORS ARP is DH5831.
 DH5832
 DH5832.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5832
 DH5832.The ellipsoidal height was determined by GPS observations
 DH5832.and is referenced to NAD 83.
 DH5832
 DH5832.The geoid height was determined by GEOID03.
 DH5832
 DH5832;                    North         East     Units Scale Factor Converg.
 DH5832;SPC CT       -   208,383.581   363,418.458   MT  0.99998910   +0 27 51.6
 DH5832;SPC CT       -   683,671.80  1,192,315.39   sFT  0.99998910   +0 27 51.6
 DH5832
 DH5832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5832!SPC CT       -   1.00000286  x   0.99998910  =   0.99999196
 DH5832
 DH5832                          SUPERSEDED SURVEY CONTROL
 DH5832
 DH5832.No superseded survey control is available for this station.
 DH5832
 DH5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4687680178(NAD 83)
 DH5832_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5832
 DH5832                          STATION DESCRIPTION
 DH5832
 DH5832'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5832'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5832'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5832'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5832'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5832'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5221 ***********************************************************************
 LX5221  DESIGNATION -  GROTON ELEC BOAT WORKS TANK
 LX5221  PID         -  LX5221
 LX5221  STATE/COUNTY-  CT/NEW LONDON
 LX5221  USGS QUAD   -  NEW LONDON (1984)
 LX5221
 LX5221                         *CURRENT SURVEY CONTROL
 LX5221  ___________________________________________________________________
 LX5221* NAD 83(1996)-  41 20 46.88718(N)    072 04 45.89761(W)     ADJUSTED  
 LX5221* NAVD 88     -                                                        
 LX5221  ___________________________________________________________________
 LX5221  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 LX5221  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5221
 LX5221  HORZ ORDER  -  THIRD
 LX5221
 LX5221.The horizontal coordinates were established by classical geodetic methods
 LX5221.and adjusted by the National Geodetic Survey in August 1998..
 LX5221
 LX5221
 LX5221.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5221
 LX5221.The geoid height was determined by GEOID03.
 LX5221
 LX5221;                    North         East     Units Scale Factor Converg.
 LX5221;SPC CT       -   209,593.233   360,922.726   MT  0.99998846   +0 26 40.7
 LX5221;SPC CT       -   687,640.47  1,184,127.31   sFT  0.99998846   +0 26 40.7
 LX5221;SPC NY L     -   132,767.660   460,732.166   MT  1.00003236   +1 15 22.4
 LX5221;SPC NY L     -   435,588.56  1,511,585.45   sFT  1.00003236   +1 15 22.4
 LX5221;UTM  18      - 4,581,323.179   744,348.928   MT  1.00033486   +1 55 49.1
 LX5221;UTM  19      - 4,581,783.303   242,360.884   MT  1.00041698   -2 02 07.5
 LX5221
 LX5221                          SUPERSEDED SURVEY CONTROL
 LX5221
 LX5221  NAD 83(1992)-  41 20 46.88602(N)    072 04 45.89678(W) AD(       ) 4
 LX5221  NAD 83(1986)-  41 20 46.88690(N)    072 04 45.90143(W) AD(       ) 4
 LX5221  NAD 27      -  41 20 46.54000(N)    072 04 47.62700(W) AD(       ) 3
 LX5221
 LX5221.Superseded values are not recommended for survey control.
 LX5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5221.See file dsdata.txt to determine how the superseded data were derived.
 LX5221
 LX5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4434981323(NAD 83)
 LX5221_MARKER: 53 = ELEVATED TANK
 LX5221
 LX5221  HISTORY     - Date     Condition        Report By
 LX5221  HISTORY     - 1932     FIRST OBSERVED   CGS
 LX5221  HISTORY     - 1934     GOOD             CGS
 LX5221  HISTORY     - 1954     GOOD             CGS
 LX5221  HISTORY     - 1960     GOOD             CGS
 LX5221  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5221
 LX5221                          STATION DESCRIPTION
 LX5221
 LX5221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5221'THE TANK OF THE NEW LONDON SHIP AND ENGINE COMPANY LOCATED ON
 LX5221'THE E BANK OF THE THAMES RIVER JUST S OF THE INTERSECTION OF THE
 LX5221'BOSTON POST AND EASTERN POINT ROADS IS E OF THE PLANT,
 LX5221'NORTHWESTERLY OF THE OFFICE BUILDING AND ABOUT 150 W OF THE
 LX5221'EASTERN POINT ROAD.  IT IS A CYLINDRICAL STEEL-PLATED STRUCTURE,
 LX5221'WITH A CONICAL ROOF AND A SEMISPHERICAL BOTTOM, SUPPORTED ON 4
 LX5221'BUILT-UP STEEL COLUMNS.  THE STATION IS THE BASE OF THE WEATHER
 LX5221'VANE AT THE APEX OF THE TANK.  HEIGHT ABOUT 75 FEET ABOVE THE
 LX5221'GROUND.
 LX5221
 LX5221                          STATION RECOVERY (1954)
 LX5221
 LX5221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5221'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 LX5221'G.C.M. IN 1934 IS ADEQUATE AND COMPLETE EXCEPT THAT THIS IS NOW
 LX5221'THE PROPERTY OF THE ELECTRIC BOAT DIVISION OF GENERAL DYNAMICS
 LX5221'CORP.
 LX5221
 LX5221                          STATION RECOVERY (1960)
 LX5221
 LX5221'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5221'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED S. OF
 LX5221'THE INTERSECTION OF EASTERN PT. RD. AND POQUONOCK AVE.  THE TANK
 LX5221'IS 118 FT. ABOVE THE GROUND.  THE REST OF THE PREVIOUS DESCRIPTIONS
 LX5221'ARE ADEQUATE.
 LX5221
 LX5221                          STATION RECOVERY (1984)
 LX5221
 LX5221'RECOVERY NOTE BY US POWER SQUADRON 1984 (DGF)
 LX5221'TANK HAS BEEN REMOVED FOR BENIFIT OF NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5217 ***********************************************************************
 LX5217  DESIGNATION -  GROTON MONUMENT
 LX5217  PID         -  LX5217
 LX5217  STATE/COUNTY-  CT/NEW LONDON
 LX5217  USGS QUAD   -  NEW LONDON (1984)
 LX5217
 LX5217                         *CURRENT SURVEY CONTROL
 LX5217  ___________________________________________________________________
 LX5217* NAD 83(1996)-  41 21 17.86073(N)    072 04 45.88402(W)     ADJUSTED  
 LX5217* NAVD 88     -                                                        
 LX5217  ___________________________________________________________________
 LX5217  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LX5217  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5217
 LX5217  HORZ ORDER  -  THIRD
 LX5217
 LX5217.The horizontal coordinates were established by classical geodetic methods
 LX5217.and adjusted by the National Geodetic Survey in August 1998..
 LX5217
 LX5217
 LX5217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5217
 LX5217.The geoid height was determined by GEOID03.
 LX5217
 LX5217;                    North         East     Units Scale Factor Converg.
 LX5217;SPC CT       -   210,548.735   360,915.627   MT  0.99998798   +0 26 40.7
 LX5217;SPC CT       -   690,775.31  1,184,104.02   sFT  0.99998798   +0 26 40.7
 LX5217;SPC NY L     -   133,723.008   460,711.532   MT  1.00003368   +1 15 22.4
 LX5217;SPC NY L     -   438,722.90  1,511,517.75   sFT  1.00003368   +1 15 22.4
 LX5217;UTM  18      - 4,582,278.507   744,317.043   MT  1.00033466   +1 55 50.3
 LX5217;UTM  19      - 4,582,738.627   242,395.155   MT  1.00041676   -2 02 08.7
 LX5217
 LX5217                          SUPERSEDED SURVEY CONTROL
 LX5217
 LX5217  NAD 83(1992)-  41 21 17.85959(N)    072 04 45.88317(W) AD(       ) 4
 LX5217  NAD 83(1986)-  41 21 17.86049(N)    072 04 45.88783(W) AD(       ) 4
 LX5217  NAD 27      -  41 21 17.51347(N)    072 04 47.61518(W) AD(       ) 3
 LX5217
 LX5217.Superseded values are not recommended for survey control.
 LX5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5217.See file dsdata.txt to determine how the superseded data were derived.
 LX5217
 LX5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4431782279(NAD 83)
 LX5217_MARKER: 70 = MONUMENT
 LX5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5217+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LX5217
 LX5217  HISTORY     - Date     Condition        Report By
 LX5217  HISTORY     - 1869     FIRST OBSERVED   CGS
 LX5217  HISTORY     - 1934     GOOD             CGS
 LX5217  HISTORY     - 1960     GOOD             CGS
 LX5217  HISTORY     - 1973     GOOD             NGS
 LX5217  HISTORY     - 1974     GOOD             NGS
 LX5217  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LX5217  HISTORY     - 1984     GOOD             USPSQD
 LX5217  HISTORY     - 1989     GOOD             USPSQD
 LX5217  HISTORY     - 20011002 GOOD             USPSQD
 LX5217  HISTORY     - 20020206 GOOD             USPSQD
 LX5217
 LX5217                          STATION DESCRIPTION
 LX5217
 LX5217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (HGO)
 LX5217'RECOVERED AND DESCRIBED AS FOLLOWS--
 LX5217'
 LX5217'THE MONUMENT IS LOCATED IN FORT GRISWOLD PARK ON THE HILL
 LX5217'OVERLOOKING THE THAMES RIVER AND SOUTHEASTERLY OF THE THAMES RIVER
 LX5217'BRIDGE FROM NEW LONDON TO GROTON.  IT IS A SQUARE PYRAMID STONE
 LX5217'STRUCTURE.
 LX5217
 LX5217                          STATION RECOVERY (1960)
 LX5217
 LX5217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5217'THE TOP OF THE MONUMENT WAS REBUILT IN 1938.  THE TOP OF THE
 LX5217'SQUARE PYRAMID STONE MONUMENT NOW COMES TO A POINT FORMED BY THE
 LX5217'FOUR SIDES.  THERE IS A LIGHTNING ROD AT THE PEAK OF THE
 LX5217'MONUMENT.  THE HEIGHT IS NOW ABOUT 134 FT.
 LX5217
 LX5217                          STATION RECOVERY (1973)
 LX5217
 LX5217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ARB)
 LX5217'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX5217
 LX5217                          STATION RECOVERY (1974)
 LX5217
 LX5217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LX5217'GROTON MONUMENT WAS RECOVERED AS DESCRIBED.
 LX5217'
 LX5217'THE POINT INTERSECTED WAS THE APEX OF THE MONUMENT.  THE
 LX5217'OVER-ALL HEIGHT IS 115 FEET.
 LX5217
 LX5217                          STATION RECOVERY (1974)
 LX5217
 LX5217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (GCM)
 LX5217'ASSISTANT HOSMER IN 1869 BY LETTER REPORTED THAT THE GROTON
 LX5217'MONUMENT WAS LEANING OVER.  IN 1874, H.G. OGDEN STATED THAT THE
 LX5217'MONUMENT WAS LEANING, HE THOUGHT, TO THE SOUTHWARD.
 LX5217
 LX5217                          STATION RECOVERY (1984)
 LX5217
 LX5217'RECOVERY NOTE BY US POWER SQUADRON 1984 (DGF)
 LX5217'STATION RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 LX5217
 LX5217                          STATION RECOVERY (1989)
 LX5217
 LX5217'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5217'RECOVERED IN GOOD CONDITION.
 LX5217
 LX5217                          STATION RECOVERY (2001)
 LX5217
 LX5217'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5217'RECOVERED IN GOOD CONDITION.
 LX5217
 LX5217                          STATION RECOVERY (2002)
 LX5217
 LX5217'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX5217'GROTON MONUMENT IS A CONSPICUOUS GRANITE OBELISK LOCATED ON GROTON
 LX5217'HEIGHTS, GROTON, CT. NEW LONDON COUNTY, CT. THE MONUMENT IS ABOUT 80
 LX5217'FEET TALL AND COMEMORATES THE BATTLE OF GROTON HEIGHTS IN THE AMERICAN
 LX5217'REVOLUTIONARY WAR, WHEN BENEDICT ARNOLD BURNED NEW LONDON AND
 LX5217'MASSACRED THE COLONIALS AT FORT GRISWOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0192 ***********************************************************************
 LX0192  DESIGNATION -  GROTON RM 1
 LX0192  PID         -  LX0192
 LX0192  STATE/COUNTY-  CT/NEW LONDON
 LX0192  USGS QUAD   -  NEW LONDON (1984)
 LX0192
 LX0192                         *CURRENT SURVEY CONTROL
 LX0192  ___________________________________________________________________
 LX0192* NAD 83(1986)-  41 18 23.     (N)    072 00 17.     (W)     SCALED    
 LX0192* NAVD 88     -         2.082  (meters)       6.83   (feet)  ADJUSTED  
 LX0192  ___________________________________________________________________
 LX0192  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX0192  DYNAMIC HT  -           2.081 (meters)       6.83  (feet)  COMP
 LX0192  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 LX0192
 LX0192  VERT ORDER  -  FIRST     CLASS I
 LX0192
 LX0192.The horizontal coordinates were scaled from a topographic map and have
 LX0192.an estimated accuracy of +/- 6 seconds.
 LX0192
 LX0192.The orthometric height was determined by differential leveling
 LX0192.and adjusted by the National Geodetic Survey in June 1991..
 LX0192
 LX0192.The geoid height was determined by GEOID03.
 LX0192
 LX0192.The dynamic height is computed by dividing the NAVD 88
 LX0192.geopotential number by the normal gravity value computed on the
 LX0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0192.degrees latitude (g = 980.6199 gals.).
 LX0192
 LX0192.The modeled gravity was interpolated from observed gravity values.
 LX0192
 LX0192;                    North         East    Units  Estimated Accuracy
 LX0192;SPC CT       -   205,210.      367,210.      MT  (+/- 180 meters Scaled)
 LX0192
 LX0192                          SUPERSEDED SURVEY CONTROL
 LX0192
 LX0192  NGVD 29 (??/??/92)    2.374  (m)            7.79   (f) ADJ UNCH    1 1
 LX0192
 LX0192.Superseded values are not recommended for survey control.
 LX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0192.See file dsdata.txt to determine how the superseded data were derived.
 LX0192
 LX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL507770(NAD 83)
 LX0192_MARKER: DR = REFERENCE MARK DISK
 LX0192_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0192_SP_SET: UNSPECIFIED ROCK
 LX0192_STAMPING: GROTON NO 1 1934
 LX0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0192+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LX0192
 LX0192  HISTORY     - Date     Condition        Report By
 LX0192  HISTORY     - 1934     MONUMENTED       CGS
 LX0192  HISTORY     - 1953     GOOD             NGS
 LX0192  HISTORY     - 1965     GOOD             NGS
 LX0192  HISTORY     - 1988     GOOD             USPSQD
 LX0192  HISTORY     - 1989     GOOD             USPSQD
 LX0192  HISTORY     - 1990     GOOD             USPSQD
 LX0192  HISTORY     - 19900310 GOOD             USPSQD
 LX0192  HISTORY     - 19901227 GOOD             USPSQD
 LX0192  HISTORY     - 20020206 GOOD             USPSQD
 LX0192
 LX0192                          STATION DESCRIPTION
 LX0192
 LX0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LX0192'AT GROTON LONG POINT.
 LX0192'AT GROTON LONG POINT, JUST SOUTHEAST OF EAST SHORE CIRCLE,
 LX0192'SET IN THE TOP OF A LARGE ROCK THAT IS PART OF THE SEA WALL,
 LX0192'66.7 FEET SOUTHWEST OF STATION MARK, 92.9 FEET SOUTH OF RM
 LX0192'NO. 2, 3 FEET SOUTHEAST OF SOUTHEAST FACE OF SEA WALL, 57 1/2
 LX0192'FEET SOUTHEAST OF SOUTHEAST CORNER OF A LARGE HOUSE WITH LIGHT
 LX0192'BROWN SHINGLE SIDING (THE LAST HOUSE ON POINT), AND ABOUT LEVEL
 LX0192'WITH THE TOP OF SEA WALL.
 LX0192
 LX0192                          STATION RECOVERY (1965)
 LX0192
 LX0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0192'RECOVERED IN GOOD CONDITION.
 LX0192
 LX0192                          STATION RECOVERY (1988)
 LX0192
 LX0192'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0192'RECOVERED IN GOOD CONDITION.
 LX0192
 LX0192                          STATION RECOVERY (1989)
 LX0192
 LX0192'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0192'RECOVERED IN GOOD CONDITION.
 LX0192
 LX0192                          STATION RECOVERY (1990)
 LX0192
 LX0192'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0192'RECOVERED IN GOOD CONDITION.
 LX0192
 LX0192                          STATION RECOVERY (1990)
 LX0192
 LX0192'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0192'RECOVERED IN GOOD CONDITION.
 LX0192
 LX0192                          STATION RECOVERY (1990)
 LX0192
 LX0192'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0192'RECOVERED IN GOOD CONDITION.
 LX0192
 LX0192                          STATION RECOVERY (2002)
 LX0192
 LX0192'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0190 ***********************************************************************
 LX0190  DESIGNATION -  GROTON RM 2
 LX0190  PID         -  LX0190
 LX0190  STATE/COUNTY-  CT/NEW LONDON
 LX0190  USGS QUAD   -  NEW LONDON (1984)
 LX0190
 LX0190                         *CURRENT SURVEY CONTROL
 LX0190  ___________________________________________________________________
 LX0190* NAD 83(1986)-  41 18 23.     (N)    072 00 17.     (W)     SCALED    
 LX0190* NAVD 88     -         2.436  (meters)       7.99   (feet)  ADJUSTED  
 LX0190  ___________________________________________________________________
 LX0190  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX0190  DYNAMIC HT  -           2.435 (meters)       7.99  (feet)  COMP
 LX0190  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 LX0190
 LX0190  VERT ORDER  -  FIRST     CLASS I
 LX0190
 LX0190.The horizontal coordinates were scaled from a topographic map and have
 LX0190.an estimated accuracy of +/- 6 seconds.
 LX0190
 LX0190.The orthometric height was determined by differential leveling
 LX0190.and adjusted by the National Geodetic Survey in June 1991..
 LX0190
 LX0190.The geoid height was determined by GEOID03.
 LX0190
 LX0190.The dynamic height is computed by dividing the NAVD 88
 LX0190.geopotential number by the normal gravity value computed on the
 LX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0190.degrees latitude (g = 980.6199 gals.).
 LX0190
 LX0190.The modeled gravity was interpolated from observed gravity values.
 LX0190
 LX0190;                    North         East    Units  Estimated Accuracy
 LX0190;SPC CT       -   205,210.      367,210.      MT  (+/- 180 meters Scaled)
 LX0190
 LX0190                          SUPERSEDED SURVEY CONTROL
 LX0190
 LX0190  NGVD 29 (??/??/92)    2.728  (m)            8.95   (f) ADJ UNCH    1 1
 LX0190
 LX0190.Superseded values are not recommended for survey control.
 LX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0190.See file dsdata.txt to determine how the superseded data were derived.
 LX0190
 LX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL507770(NAD 83)
 LX0190_MARKER: DR = REFERENCE MARK DISK
 LX0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0190_SP_SET: ROCK OUTCROP
 LX0190_STAMPING: GROTON NO 2 1934
 LX0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0190
 LX0190  HISTORY     - Date     Condition        Report By
 LX0190  HISTORY     - 1934     MONUMENTED       CGS
 LX0190  HISTORY     - 1953     GOOD             NGS
 LX0190  HISTORY     - 1965     GOOD             NGS
 LX0190  HISTORY     - 1972     GOOD             CTGS
 LX0190  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0190  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0190  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LX0190  HISTORY     - 19900310 MARK NOT FOUND   USPSQD
 LX0190  HISTORY     - 19901227 MARK NOT FOUND   USPSQD
 LX0190
 LX0190                          STATION DESCRIPTION
 LX0190
 LX0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LX0190'AT GROTON LONG POINT.
 LX0190'AT GROTON LONG POINT, ON CLUBHOUSE POINT, JUST SOUTHEAST OF EAST
 LX0190'SHORE CIRCLE, ON THE LAWN OF A SMALL HOUSE WITH DARK SHINGLE
 LX0190'SIDING, SET IN THE TOP OF A SMALL OUTCROP OF ROCK, 47.3 FEET NORTH
 LX0190'OF THE STATION MARK, 92.9 FEET NORTH OF RM NO. 1, 32 1/2 FEET
 LX0190'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 27 FEET NORTHWEST OF
 LX0190'SOUTHEAST FACE OF SEA WALL AND ABOUT 3 FEET ABOVE TOP OF SEA
 LX0190'WALL.
 LX0190
 LX0190                          STATION RECOVERY (1965)
 LX0190
 LX0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0190'RECOVERED IN GOOD CONDITION.
 LX0190
 LX0190                          STATION RECOVERY (1972)
 LX0190
 LX0190'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0190'RECOVERED IN GOOD CONDITION.
 LX0190
 LX0190                          STATION RECOVERY (1988)
 LX0190
 LX0190'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0190'MARK NOT FOUND.
 LX0190
 LX0190                          STATION RECOVERY (1989)
 LX0190
 LX0190'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0190'MARK NOT FOUND.
 LX0190
 LX0190                          STATION RECOVERY (1990)
 LX0190
 LX0190'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0190'MARK NOT FOUND.
 LX0190
 LX0190                          STATION RECOVERY (1990)
 LX0190
 LX0190'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0190'MARK NOT FOUND.
 LX0190
 LX0190                          STATION RECOVERY (1990)
 LX0190
 LX0190'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5348 ***********************************************************************
 LX5348  DESIGNATION -  GROTON S STANDPIPE
 LX5348  PID         -  LX5348
 LX5348  STATE/COUNTY-  CT/NEW LONDON
 LX5348  USGS QUAD   -  NEW LONDON (1984)
 LX5348
 LX5348                         *CURRENT SURVEY CONTROL
 LX5348  ___________________________________________________________________
 LX5348* NAD 83(1996)-  41 20 28.69548(N)    072 04 07.33583(W)     ADJUSTED  
 LX5348* NAVD 88     -                                                        
 LX5348  ___________________________________________________________________
 LX5348  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 LX5348  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX5348
 LX5348  HORZ ORDER  -  THIRD
 LX5348
 LX5348.The horizontal coordinates were established by classical geodetic methods
 LX5348.and adjusted by the National Geodetic Survey in August 1998..
 LX5348
 LX5348
 LX5348.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5348
 LX5348.The geoid height was determined by GEOID03.
 LX5348
 LX5348;                    North         East     Units Scale Factor Converg.
 LX5348;SPC CT       -   209,039.052   361,823.602   MT  0.99998875   +0 27 06.3
 LX5348;SPC CT       -   685,822.29  1,187,082.93   sFT  0.99998875   +0 27 06.3
 LX5348;UTM  18      - 4,580,792.355   745,264.187   MT  1.00034037   +1 56 14.0
 LX5348;UTM  19      - 4,581,190.408   243,237.309   MT  1.00041143   -2 01 41.2
 LX5348
 LX5348                          SUPERSEDED SURVEY CONTROL
 LX5348
 LX5348  NAD 83(1992)-  41 20 28.69431(N)    072 04 07.33495(W) AD(       ) 4
 LX5348  NAD 83(1986)-  41 20 28.69517(N)    072 04 07.33992(W) AD(       ) 4
 LX5348  NAD 27      -  41 20 28.34676(N)    072 04 09.06750(W) AD(       ) 3
 LX5348
 LX5348.Superseded values are not recommended for survey control.
 LX5348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5348.See file dsdata.txt to determine how the superseded data were derived.
 LX5348
 LX5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4526480792(NAD 83)
 LX5348_MARKER: 52 = STANDPIPE TANK
 LX5348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5348+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LX5348
 LX5348  HISTORY     - Date     Condition        Report By
 LX5348  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5348  HISTORY     - 20011003 GOOD             USPSQD
 LX5348  HISTORY     - 20020206 GOOD             USPSQD
 LX5348
 LX5348                          STATION DESCRIPTION
 LX5348
 LX5348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5348'THE STATION IS THE BALL ATOP THE GROTON STANDPIPE OWNED
 LX5348'BY THE CITY OF GROTON, DEPARTMENT OF UTILITIES.  THE STANDPIPE
 LX5348'IS PAINTED GREEN, IS 60 FEET IN DIAMETER, ABOUT 69 FEET HIGH
 LX5348'AND HAS A MICROWAVE ANTENNA (OPERATED BY C.A.T.V.) ATTACHED
 LX5348'TO THE NORTH SIDE OF THE STANDPIPE.
 LX5348'
 LX5348'THE STATION IS LOCATED IN THE CITY OF GROTON, ABOUT 2 MILES
 LX5348'SOUTH OF INTERSTATE 95, 1/2 MILE EAST OF THE EAST BANK OF THE
 LX5348'THAMES RIVER AND ALONG THE WEST SIDE OF BRANDEGEE AVENUE.
 LX5348'
 LX5348'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 LX5348'1 AND THE CLARENCE B. SHARP HIGHWAY IN GROTON, GO SOUTHWEST
 LX5348'AND SOUTH ON CLARENCE B. SHARP HIGHWAY FOR 1.25 MILES TO THE
 LX5348'JUNCTION OF RAINVILLE AVENUE.  AT THIS POINT THE CLARENCE
 LX5348'B. SHARP HIGHWAY BECOMES BRANDEGEE AVENUE, CONTINUE SOUTH ON
 LX5348'BRANDEGEE AVENUE FOR 0.2 MILE TO THE STANDPIPE ON THE RIGHT
 LX5348'NEXT TO HOUSE NUMBER 145.
 LX5348
 LX5348                          STATION RECOVERY (2001)
 LX5348
 LX5348'RECOVERY NOTE BY US POWER SQUADRON 2001 (BWR)
 LX5348'FOUND IN GOOD CONDITION
 LX5348
 LX5348                          STATION RECOVERY (2002)
 LX5348
 LX5348'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX5348'THERE IS NO MICROWAVE ANTENNA ATTACHED TO THIS TANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5165 ***********************************************************************
 LX5165  DESIGNATION -  GROTON STANDPIPE
 LX5165  PID         -  LX5165
 LX5165  STATE/COUNTY-  CT/NEW LONDON
 LX5165  USGS QUAD   -  UNCASVILLE (1984)
 LX5165
 LX5165                         *CURRENT SURVEY CONTROL
 LX5165  ___________________________________________________________________
 LX5165* NAD 83(1996)-  41 22 48.49992(N)    072 04 51.91522(W)     ADJUSTED  
 LX5165* NAVD 88     -                                                        
 LX5165  ___________________________________________________________________
 LX5165  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LX5165  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5165
 LX5165  HORZ ORDER  -  THIRD
 LX5165
 LX5165.The horizontal coordinates were established by classical geodetic methods
 LX5165.and adjusted by the National Geodetic Survey in August 1998..
 LX5165
 LX5165
 LX5165.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5165
 LX5165.The geoid height was determined by GEOID03.
 LX5165
 LX5165;                    North         East     Units Scale Factor Converg.
 LX5165;SPC CT       -   213,343.774   360,753.792   MT  0.99998671   +0 26 36.7
 LX5165;SPC CT       -   699,945.37  1,183,573.07   sFT  0.99998671   +0 26 36.7
 LX5165;UTM  18      - 4,585,069.374   744,082.675   MT  1.00033325   +1 55 49.8
 LX5165;UTM  19      - 4,585,539.253   242,354.441   MT  1.00041701   -2 02 16.4
 LX5165
 LX5165                          SUPERSEDED SURVEY CONTROL
 LX5165
 LX5165  NAD 83(1992)-  41 22 48.49881(N)    072 04 51.91440(W) AD(       ) 4
 LX5165  NAD 83(1986)-  41 22 48.49956(N)    072 04 51.91858(W) AD(       ) 4
 LX5165  NAD 27      -  41 22 48.15133(N)    072 04 53.64411(W) AD(       ) 3
 LX5165
 LX5165.Superseded values are not recommended for survey control.
 LX5165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5165.See file dsdata.txt to determine how the superseded data were derived.
 LX5165
 LX5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4408385069(NAD 83)
 LX5165_MARKER: 52 = STANDPIPE TANK
 LX5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5165+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LX5165
 LX5165  HISTORY     - Date     Condition        Report By
 LX5165  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5165  HISTORY     - 20020206 GOOD             USPSQD
 LX5165
 LX5165                          STATION DESCRIPTION
 LX5165
 LX5165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5165'THE STATION IS THE CENTER OF THE VENT ATOP THE TALLEST ONE
 LX5165'OF TWO STANDPIPES OWNED BY THE CITY WATER DEPARTMENT
 LX5165'OF GROTON.  DEPARTMENT OF UTILITIES.  295 MERIDIAN
 LX5165'STREET.  GROTON, CONNECTICUT.  IT IS ABOUT 100 FEET TALL AND
 LX5165'IS PAINTED GREEN.
 LX5165'
 LX5165'IT IS LOCATED IN THE NORTHWEST PART OF GROTON, ABOUT 2
 LX5165'MILES NORTHEAST OF NEW LONDON, 1-3/4 MILES NORTH OF THE
 LX5165'INTERSTATE HIGHWAY 95 BRIDGE OVER THE THAMES RIVER, 1-1/4
 LX5165'MILES SOUTH OF THE U.S. NAVY SUBMARINE BASE AND 0.2 MILE
 LX5165'EAST OF THE JUNCTION OF PEGASUS DRIVE AND SKYVIEW TERRACE.
 LX5165'
 LX5165'TO REACH THE STATION FROM THE JUNCTION OF PEGASUS DRIVE
 LX5165'AND SKYVIEW TERRACE, GO EAST ON SKYVIEW TERRACE FOR
 LX5165'0.2 MILE TO THE END OF THE STREET AND THE STATION ON THE
 LX5165'RIGHT.
 LX5165'
 LX5165'NOTE--TRIANGULATION STATION BAILEY 4 1971 (CGS) RM 5 IS
 LX5165'LOCATED ATOP THE STANDPIPE.
 LX5165
 LX5165                          STATION RECOVERY (2002)
 LX5165
 LX5165'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX5165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6877 ***********************************************************************
 LX6877  TIDAL BM    -  This is a Tidal Bench Mark.
 LX6877  DESIGNATION -  GROUT
 LX6877  PID         -  LX6877
 LX6877  STATE/COUNTY-  CT/MIDDLESEX
 LX6877  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6877
 LX6877                         *CURRENT SURVEY CONTROL
 LX6877  ___________________________________________________________________
 LX6877* NAD 83(1996)-  41 30 04.50293(N)    072 32 59.54604(W)     ADJUSTED  
 LX6877* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6877  ___________________________________________________________________
 LX6877  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LX6877  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6877
 LX6877  HORZ ORDER  -  THIRD
 LX6877
 LX6877.The horizontal coordinates were established by classical geodetic methods
 LX6877.and adjusted by the National Geodetic Survey in August 1998..
 LX6877
 LX6877.The orthometric height was scaled from a topographic map.
 LX6877
 LX6877.This Tidal Bench Mark is designated as VM 2248
 LX6877.by the Center for Operational Oceanographic Products and Services.
 LX6877
 LX6877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6877
 LX6877.The geoid height was determined by GEOID03.
 LX6877
 LX6877;                    North         East     Units Scale Factor Converg.
 LX6877;SPC CT       -   226,597.335   321,509.757   MT  0.99998330   +0 07 57.7
 LX6877;SPC CT       -   743,428.09  1,054,819.93   sFT  0.99998330   +0 07 57.7
 LX6877;UTM  18      - 4,597,301.376   704,498.086   MT  1.00011467   +1 37 26.8
 LX6877
 LX6877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6877!SPC CT       -   1.00000472  x   0.99998330  =   0.99998802
 LX6877!UTM  18      -   1.00000472  x   1.00011467  =   1.00011939
 LX6877
 LX6877:                Primary Azimuth Mark                     Grid Az
 LX6877:SPC CT       -  BROWNS BOATHOUSE GABLE                   007 31 45.8
 LX6877:UTM  18      -  BROWNS BOATHOUSE GABLE                   006 02 16.7
 LX6877
 LX6877|---------------------------------------------------------------------|
 LX6877| PID    Reference Object                     Distance      Geod. Az  |
 LX6877|                                                           dddmmss.s |
 LX6877| LX6879 BROWNS BOATHOUSE GABLE              430.330 METERS 0073943.5 |
 LX6877| LX6883 CLARKHURST FLAGPOLE                 APPROX. 0.7 KM 0165414.8 |
 LX6877| LX6884 CLARKHURST GOLF LINKS CLUBHSE       APPROX. 0.7 KM 0193553.8 |
 LX6877| LX6889 BROWNS BARN GABLE                   APPROX. 0.9 KM 0472147.4 |
 LX6877| LX6136 ROCK LANDING DOCK HOUSE GABLE       APPROX. 2.4 KM 1014500.0 |
 LX6877| CZ6558 GROUT RM 2                            7.580 METERS 17224     |
 LX6877| AC8377 GROUT RM 1                           19.950 METERS 25752     |
 LX6877| LX6872 PARKERS GABLE                       APPROX. 1.2 KM 3515616.5 |
 LX6877|---------------------------------------------------------------------|
 LX6877
 LX6877                          SUPERSEDED SURVEY CONTROL
 LX6877
 LX6877  NAD 83(1992)-  41 30 04.50219(N)    072 32 59.54594(W) AD(       ) 3
 LX6877  NAD 83(1986)-  41 30 04.50412(N)    072 32 59.54838(W) AD(       ) 3
 LX6877  NAD 27      -  41 30 04.14300(N)    072 33 01.23300(W) AD(       ) 3
 LX6877
 LX6877.Superseded values are not recommended for survey control.
 LX6877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6877.See file dsdata.txt to determine how the superseded data were derived.
 LX6877
 LX6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0449897301(NAD 83)
 LX6877_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6877_SETTING: 66 = SET IN ROCK OUTCROP
 LX6877_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6877+STABILITY: POSITION/ELEVATION WELL
 LX6877
 LX6877  HISTORY     - Date     Condition        Report By
 LX6877  HISTORY     - 1934     MONUMENTED       CGS
 LX6877  HISTORY     - 1948     GOOD             CGS
 LX6877  HISTORY     - 1969     GOOD             CGS
 LX6877
 LX6877                          STATION DESCRIPTION
 LX6877
 LX6877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6877'THIS STATION IS LOCATED IN FRONT OF THE PROPERTY OF
 LX6877'MRS. E.P. GROUT.  IT IS ON THE FIRST POINT BELOW THE HIGGANUM
 LX6877'STATION OF THE NEW HAVEN RAILROAD.  THE POINT IS ABOUT TWO FEET
 LX6877'ABOVE ORDINARY HIGH WATER.
 LX6877'
 LX6877'ALONG ITS AXIS, THE POINT EXTENDS 18 METERS BEYOND THE WALL IN
 LX6877'FRONT OF MRS. GROUTS PROPERTY.  THE STATION IS ABOUT TWO METERS
 LX6877'FROM THE OUTER END OF THE POINT AND 2 METERS FROM EITHER SIDE.
 LX6877'
 LX6877'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6877'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LX6877'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED
 LX6877'IN NOTE 12A.
 LX6877'
 LX6877'REFERENCE MARK NO.1 IS ON A HIGHER, SHORTER POINT IN RANGE WITH
 LX6877'THE NORTHEASTERLY CORNER OF THE RAILROAD STATION.  IT BEARS W
 LX6877'(MAGNETIC).  REFERENCE MARK NO.2 IS ON THE EASTERLY SIDE OF THE
 LX6877'POINT CARRYING THE STATION AND 8.5 METERS OUTSIDE THE BOUNDARY
 LX6877'WALL.  IT BEARS S 05 DEG W (MAGNETIC).
 LX6877'
 LX6877'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6877
 LX6877                          STATION RECOVERY (1948)
 LX6877
 LX6877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6877'ORIGINAL DESCRIPTION IS ADEQUATE AND CONDITION IS GOOD, BUT
 LX6877'THERE HAS BEEN A LIGHT BUILT ON THIS ROCK BETWEEN STATION AND
 LX6877'REFERENCE MARK 2.  THE LIGHT IS KNOWN AS HIGGANUM 55.
 LX6877
 LX6877                          STATION RECOVERY (1969)
 LX6877
 LX6877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6877'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LX6877'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS ON THE SAME
 LX6877'POINT OF ROCK AS HIGGANUM LIGHT 55 AND IS ABOUT SIX FEET EASTERLY
 LX6877'OF THE LIGHT.  AN IRON BOLT, PROJECTING SIX INCHES, WAS FOUND
 LX6877'1.5 FEET EASTERLY OF REFERENCE MARK NO.2.
 LX6877'
 LX6877'THE STATION MARK IS STAMPED GROUT 1934.  REFERENCE MARK NO. 1
 LX6877'IS STAMPED GROUTE NO. 1, 1934.  REFERENCE MARK NO. 2 IS STAMPED
 LX6877'GROUT NO. 2, 1934.  THE ORIGINAL IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5463 ***********************************************************************
 LX5463  DESIGNATION -  GROVE
 LX5463  PID         -  LX5463
 LX5463  STATE/COUNTY-  CT/NEW LONDON
 LX5463  USGS QUAD   -  NIANTIC (1983)
 LX5463
 LX5463                         *CURRENT SURVEY CONTROL
 LX5463  ___________________________________________________________________
 LX5463* NAD 83(1996)-  41 20 02.86412(N)    072 10 59.34781(W)     ADJUSTED  
 LX5463* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5463  ___________________________________________________________________
 LX5463  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LX5463  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5463
 LX5463  HORZ ORDER  -  SECOND
 LX5463
 LX5463.The horizontal coordinates were established by classical geodetic methods
 LX5463.and adjusted by the National Geodetic Survey in August 1998..
 LX5463
 LX5463.The orthometric height was scaled from a topographic map.
 LX5463
 LX5463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5463
 LX5463.The geoid height was determined by GEOID03.
 LX5463
 LX5463;                    North         East     Units Scale Factor Converg.
 LX5463;SPC CT       -   208,172.996   352,249.946   MT  0.99998917   +0 22 33.1
 LX5463;SPC CT       -   682,980.90  1,155,673.36   sFT  0.99998917   +0 22 33.1
 LX5463;SPC NY L     -   131,224.586   452,080.015   MT  1.00003054   +1 11 18.1
 LX5463;SPC NY L     -   430,526.00  1,483,199.18   sFT  1.00003054   +1 11 18.1
 LX5463;UTM  18      - 4,579,678.056   735,713.115   MT  1.00028383   +1 51 40.5
 LX5463
 LX5463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5463!SPC CT       -   1.00000390  x   0.99998917  =   0.99999307
 LX5463!SPC NY L     -   1.00000390  x   1.00003054  =   1.00003444
 LX5463!UTM  18      -   1.00000390  x   1.00028383  =   1.00028773
 LX5463
 LX5463:                Primary Azimuth Mark                     Grid Az
 LX5463:SPC CT       -  BEISHEIMS CHIMNEY                        359 47 27.9
 LX5463:SPC NY L     -  BEISHEIMS CHIMNEY                        358 58 42.9
 LX5463:UTM  18      -  BEISHEIMS CHIMNEY                        358 18 20.5
 LX5463
 LX5463|---------------------------------------------------------------------|
 LX5463| PID    Reference Object                     Distance      Geod. Az  |
 LX5463|                                                           dddmmss.s |
 LX5463| LX5500 BEISHEIMS CHIMNEY                   APPROX. 1.5 KM 0001001.0 |
 LX5463| LX5464 DARROW FLAGPOLE                     APPROX. 1.5 KM 0025028.4 |
 LX5463| LX5466 MINOR WINDMILL                      APPROX. 1.9 KM 0050319.6 |
 LX5463| LX5467 MINOR CHIMNEY                       APPROX. 1.8 KM 0052656.0 |
 LX5463| LX5472 RIECK CHIMNEY                       APPROX. 1.8 KM 0164629.6 |
 LX5463| LX5499 CAMP                                303.710 METERS 17948     |
 LX5463| CZ6560 GROVE RM 2                            8.050 METERS 25332     |
 LX5463| CZ6559 GROVE RM 1                           10.360 METERS 33749     |
 LX5463|---------------------------------------------------------------------|
 LX5463
 LX5463                          SUPERSEDED SURVEY CONTROL
 LX5463
 LX5463  NAD 83(1992)-  41 20 02.86300(N)    072 10 59.34714(W) AD(       ) 2
 LX5463  NAD 83(1986)-  41 20 02.86452(N)    072 10 59.35165(W) AD(       ) 2
 LX5463  NAD 27      -  41 20 02.52300(N)    072 11 01.07700(W) AD(       ) 2
 LX5463
 LX5463.Superseded values are not recommended for survey control.
 LX5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5463.See file dsdata.txt to determine how the superseded data were derived.
 LX5463
 LX5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3571379678(NAD 83)
 LX5463_MARKER: DS = TRIANGULATION STATION DISK
 LX5463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5463+STABILITY: SURFACE MOTION
 LX5463
 LX5463  HISTORY     - Date     Condition        Report By
 LX5463  HISTORY     - 1934     MONUMENTED       CGS
 LX5463  HISTORY     - 1971     GOOD             CTDT
 LX5463  HISTORY     - 1983     GOOD             USPSQD
 LX5463  HISTORY     - 1989     GOOD             USPSQD
 LX5463
 LX5463                          STATION DESCRIPTION
 LX5463
 LX5463'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5463'THE STATION IS LOCATED ON BREEZY POINT ON THE W SIDE OF THE
 LX5463'NIANTIC RIVER AND JUST N OF THE STATE NATIONAL GUARD CAMP.  IT
 LX5463'IS DIRECTLY IN FRONT OF A TWO-STORY FRAME HOUSE AND 9 METERS W
 LX5463'OF THE HIGH WATER MARK.  THERE IS ONLY ONE HOUSE ON THE
 LX5463'POINT.  THE STATION IS MARKED BY A 12- BY 12- BY 30-INCH CONCRETE
 LX5463'POST SET FLUSH WITH THE GROUND AND HAS A STANDARD DISC SET IN
 LX5463'THE UPPER FACE.  THE SUB-SURFACE MARK IS A STANDARD DISC SET IN
 LX5463'AN IRREGULAR MASS OF CONCRETE.
 LX5463'
 LX5463'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS.1 AND 2 ARE
 LX5463'STANDARD BRONZE DISCS SET IN CONCRETE.
 LX5463'
 LX5463'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD DISCS SET IN THE TOPS
 LX5463'OF CONCRETE POSTS, 12 BY 12 BY 30 INCHES, FLUSH WITH THE GROUND
 LX5463'AND BEARING NW AND SW OF THE STATION RESPECTIVELY.
 LX5463'
 LX5463'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5463
 LX5463                          STATION RECOVERY (1971)
 LX5463
 LX5463'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5463'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5463'REACH THE STATION FROM EAST LYME AT THE INTERSECTION OF ROUTE
 LX5463'156 AND ROUTE 161 IN NIANTIC, GO NORTH ON ROUTE 161 FOR 0.35
 LX5463'MILE TO SMITH STREET, TURN RIGHT, EAST, GO 0.2 MILE TO PINE
 LX5463'GROVE ROAD, TURN LEFT, NORTH GO 0.6 MILE TO SOUTH STREET
 LX5463'CONTINUE STRAIGHT FOR 0.1 MILE TO STATION ON SAND BEACH BETWEEN
 LX5463'FLAGPOLE AND STEPS.
 LX5463
 LX5463                          STATION RECOVERY (1983)
 LX5463
 LX5463'RECOVERY NOTE BY US POWER SQUADRON 1983 (RV)
 LX5463'GROVE STATION, RECOVERED GOOD RECOVERED AS DESCRIBED.
 LX5463'
 LX5463'R.M. NO. 1 RECOVERED GOOD, RECOVERED AS DESCRIBED.
 LX5463'
 LX5463'R.M. NO. 2 MONUMENT MUTILATED.
 LX5463
 LX5463                          STATION RECOVERY (1989)
 LX5463
 LX5463'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGS)
 LX5463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6270 ***********************************************************************
 LX6270  DESIGNATION -  GUILFORD
 LX6270  PID         -  LX6270
 LX6270  STATE/COUNTY-  CT/NEW HAVEN
 LX6270  USGS QUAD   -  GUILFORD (1984)
 LX6270
 LX6270                         *CURRENT SURVEY CONTROL
 LX6270  ___________________________________________________________________
 LX6270* NAD 83(1996)-  41 15 58.36208(N)    072 40 03.34096(W)     ADJUSTED  
 LX6270* NAVD 88     -         2.3    (meters)       8.     (feet)  VERTCON   
 LX6270  ___________________________________________________________________
 LX6270  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LX6270  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX6270
 LX6270  HORZ ORDER  -  FIRST
 LX6270
 LX6270.The horizontal coordinates were established by classical geodetic methods
 LX6270.and adjusted by the National Geodetic Survey in August 1998..
 LX6270
 LX6270.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6270
 LX6270.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6270
 LX6270.The geoid height was determined by GEOID03.
 LX6270
 LX6270;                    North         East     Units Scale Factor Converg.
 LX6270;SPC CT       -   200,477.853   311,705.780   MT  0.99999398   +0 03 16.7
 LX6270;SPC CT       -   657,734.42  1,022,654.71   sFT  0.99999398   +0 03 16.7
 LX6270;SPC NY L     -   122,953.458   411,647.974   MT  1.00002123   +0 52 17.4
 LX6270;SPC NY L     -   403,389.80  1,350,548.39   sFT  1.00002123   +0 52 17.4
 LX6270;UTM  18      - 4,570,933.393   695,374.604   MT  1.00006980   +1 32 19.8
 LX6270
 LX6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6270!SPC CT       -   1.00000437  x   0.99999398  =   0.99999835
 LX6270!SPC NY L     -   1.00000437  x   1.00002123  =   1.00002560
 LX6270!UTM  18      -   1.00000437  x   1.00006980  =   1.00007417
 LX6270
 LX6270:                Primary Azimuth Mark                     Grid Az
 LX6270:SPC CT       -  DUDLEYS CUPOLA                           012 31 30.0
 LX6270:SPC NY L     -  DUDLEYS CUPOLA                           011 42 29.3
 LX6270:UTM  18      -  DUDLEYS CUPOLA                           011 02 26.9
 LX6270
 LX6270|---------------------------------------------------------------------|
 LX6270| PID    Reference Object                     Distance      Geod. Az  |
 LX6270|                                                           dddmmss.s |
 LX6270| LX6267 DUDLEYS CUPOLA                      APPROX. 3.0 KM 0123446.7 |
 LX6270| LX6265 GUILFORD STANDPIPE                  APPROX. 2.6 KM 0174209.2 |
 LX6270| LX6237 DEFOREST AND HOTCHKISS CUPOLA       APPROX. 3.3 KM 0540854.3 |
 LX6270| LX6266 GUILFORD HARBOR GABLE E SIDE        APPROX. 0.6 KM 0630113.2 |
 LX6270| LX6351 FALKNER IS LIGHTHOUSE               APPROX. 6.1 KM 1685823.0 |
 LX6270| LX6258 MULBERRY                            APPROX. 1.4 KM 2483708.6 |
 LX6270| CZ6561 GUILFORD RM 1                        32.140 METERS 25331     |
 LX6270| LX6240 GUILFORD POINT GABLE                153.314 METERS 27815     |
 LX6270| CZ6562 GUILFORD RM 2                        22.327 METERS 32030     |
 LX6270| LX6243 KNOWLES LOMBARD STACK               APPROX. 1.2 KM 3423056.2 |
 LX6270|---------------------------------------------------------------------|
 LX6270
 LX6270                          SUPERSEDED SURVEY CONTROL
 LX6270
 LX6270  NAD 83(1992)-  41 15 58.36118(N)    072 40 03.34081(W) AD(       ) 1
 LX6270  NAD 83(1986)-  41 15 58.36339(N)    072 40 03.34371(W) AD(       ) 1
 LX6270  NAD 27      -  41 15 58.01500(N)    072 40 05.00400(W) AD(       ) 1
 LX6270  NGVD 29 (07/19/86)    2.6    (m)            9.     (f) VERT ANG       
 LX6270
 LX6270.Superseded values are not recommended for survey control.
 LX6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6270.See file dsdata.txt to determine how the superseded data were derived.
 LX6270
 LX6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9537570933(NAD 83)
 LX6270_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6270_SETTING: 66 = SET IN ROCK OUTCROP
 LX6270_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6270_STAMPING: GUILFORD 1933
 LX6270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX6270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6270+STABILITY: POSITION/ELEVATION WELL
 LX6270
 LX6270  HISTORY     - Date     Condition        Report By
 LX6270  HISTORY     - 1933     MONUMENTED       CGS
 LX6270  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6270  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6270  HISTORY     - 19920101 GOOD             USE
 LX6270  HISTORY     - 19920101 GOOD             USE
 LX6270
 LX6270                          STATION DESCRIPTION
 LX6270
 LX6270'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6270'THIS STATION IS ON THE EASTERLY OF TWO SMALL ROCKY POINTS THAT
 LX6270'MARK THE SE EXTREMITY OF GUILFORD POINT.  IT BEARS S 80 DEG E
 LX6270'(MAGNETIC) AND IS 37.4 METERS DISTANT FROM SE CORNER OF
 LX6270'UNPAINTED SHACK.  ALSO IT BEARS S 45 DEG E (MAGNETIC) AND IS
 LX6270'116.6 METERS DISTANT FROM THE SE CORNER OF THE GUILFORD POINT
 LX6270'HOUSE.  AT HIGH WATER THE TIDE CUTS BETWEEN STATION AND
 LX6270'MAINLAND.
 LX6270'
 LX6270'STATION, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6270'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, AND 12A.
 LX6270'
 LX6270'REFERENCE MARK NO.1 BEARS W (MAGNETIC) AND IS ON WESTERLY OF
 LX6270'TWO ROCKY POINTS ALMOST S OF UNPAINTED SHACK.
 LX6270'
 LX6270'REFERENCE MARK NO.2 BEARS N 25 DEG W (MAGNETIC) AND IS SET IN
 LX6270'LEDGE SIMILAR TO, BUT SMALLER THAN, THAT BEARING STATION.
 LX6270'
 LX6270'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 LX6270
 LX6270                          STATION RECOVERY (1962)
 LX6270
 LX6270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6270'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LX6270'AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.
 LX6270'
 LX6270'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6270
 LX6270                          STATION RECOVERY (1976)
 LX6270
 LX6270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6270'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AN
 LX6270'FOUND IN GOOD CONDITION.  THE DIRECTION AND THE ANGLE BETWEEN
 LX6270'REFERENCE MARK 1 AND 2 CHECKED THE 1934 DATA.  THE DISTANCE
 LX6270'TO REFERENCE MARK 1 WAS LESS BY 0.080 OF A METER AND THE
 LX6270'DISTANCE TO REFERENCE MARK 2 WAS LESS BY 0.033 OF A METER.
 LX6270'
 LX6270'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF SACHEM
 LX6270'HEAD, 1-1/2 MILES SOUTHEAST OF GUILFORD AND IS ON GUILFORD
 LX6270'POINT.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 LX6270'TO REACH THE STATION FROM THE POST OFFICE IN GUILFORD, GO EAST
 LX6270'ON STATE HIGHWAY 146 FOR 0.1 MILE TO A CROSS STREET (WHITEFIELD
 LX6270'STREET).  TURN RIGHT AND GO SOUTHERLY ON WHITEFIELD STREET FOR
 LX6270'0.9 MILE TO A CROSS ROAD (SEASIDE AVENUE).  TURN RIGHT AND GO
 LX6270'SOUTH ON SEASIDE AVENUE FOR 0.45 MILE TO THE END OF THE ROAD
 LX6270'AND THE EDGE OF A LAWN AT A PRIVATE RESIDENCE.  FROM HERE
 LX6270'WALK SOUTHERLY FOR ABOUT 300 FEET TO THE HIGHEST PART OF A
 LX6270'ROCK OUTCROP AND THE STATION SITE.
 LX6270'
 LX6270'STATION MARK, STAMPED---GUILFORD 1933---, IS A STANDARD DISK
 LX6270'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP OF BEDROCK THAT
 LX6270'PROJECTS ABOUT 8 FEET ABOVE THE SHORE LINE AT LOW TIDE.  IT IS
 LX6270'30 FEET WEST OF THE WATER LINE AT LOW TIDE, 23 FEET SOUTH OF
 LX6270'THE NORTH EDGE OF THE ROCK OUTCROP AND 3 FEET EAST OF THE
 LX6270'WEST EDGE OF THE OUTCROP.
 LX6270'
 LX6270'REFERENCE MARK 1, STAMPED---GUILFORD NO 1 1933---, IS A
 LX6270'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 5 FOOT BY 20 FOOT
 LX6270'ROCK OUTCROP THAT PROJECTS ABOUT 4 FEET ABOVE THE SHORE LINE AT
 LX6270'LOW TIDE.  IT IS 31 FEET SOUTH OF A ROCK FENCE, 25.5 FEET EAST
 LX6270'OF A SHARP DROP-OFF AT THE OUTCROP EDGE AND 13 FEET WEST OF THE
 LX6270'EAST EDGE OF THE ROCK OUTCROP.
 LX6270'
 LX6270'REFERENCE MARK 2, STAMPED---GUILFORD NO 2 1933---, IS A
 LX6270'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 15 FOOT BY 20 FOOT
 LX6270'ROCK OUTCROP THAT PROJECTS ABOUT 3 FEET ABOVE THE GROUND AT LOW
 LX6270'TIDE.  IT IS 43 FEET SOUTHEAST OF A ROCK FENCE AND 19 FEET WEST
 LX6270'OF THE WATER AT LOW TIDE.
 LX6270'
 LX6270'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX6270'
 LX6270'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 LX6270'
 LX6270'DESCRIBED BY L. D. ACRES
 LX6270
 LX6270                          STATION RECOVERY (1992)
 LX6270
 LX6270'RECOVERY NOTE BY US ENGINEERS 1992 (RMG)
 LX6270'DESCRIPTION IS ADEQUATE.
 LX6270
 LX6270                          STATION RECOVERY (1992)
 LX6270
 LX6270'RECOVERY NOTE BY US ENGINEERS 1992 (RMG)
 LX6270'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4467 ***********************************************************************
 DH4467  DESIGNATION -  GUILFORD
 DH4467  PID         -  DH4467
 DH4467  STATE/COUNTY-  CT/NEW HAVEN
 DH4467  USGS QUAD   -  GUILFORD (1984)
 DH4467
 DH4467                         *CURRENT SURVEY CONTROL
 DH4467  ___________________________________________________________________
 DH4467* NAD 83(1996)-  41 17 21.74277(N)    072 40 04.44534(W)     ADJUSTED  
 DH4467* NAVD 88     -        12.0    (meters)      39.     (feet)  GPS OBS   
 DH4467  ___________________________________________________________________
 DH4467  X           -   1,429,797.571 (meters)                     COMP
 DH4467  Y           -  -4,581,509.836 (meters)                     COMP
 DH4467  Z           -   4,186,611.878 (meters)                     COMP
 DH4467  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DH4467  ELLIP HEIGHT-         -18.09  (meters)          (05/31/05) GPS OBS
 DH4467  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 DH4467
 DH4467  HORZ ORDER  -  A
 DH4467  ELLP ORDER  -  THIRD     CLASS I
 DH4467
 DH4467.The horizontal coordinates were established by GPS observations
 DH4467.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4467
 DH4467.The orthometric height was determined by GPS observations and a
 DH4467.high-resolution geoid model.
 DH4467
 DH4467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4467
 DH4467.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4467
 DH4467.The ellipsoidal height was determined by GPS observations
 DH4467.and is referenced to NAD 83.
 DH4467
 DH4467.The geoid height was determined by GEOID03.
 DH4467
 DH4467;                    North         East     Units Scale Factor Converg.
 DH4467;SPC CT       -   203,050.087   311,677.631   MT  0.99999218   +0 03 16.0
 DH4467;SPC CT       -   666,173.49  1,022,562.36   sFT  0.99999218   +0 03 16.0
 DH4467;UTM  18      - 4,573,504.231   695,279.816   MT  1.00006934   +1 32 21.7
 DH4467
 DH4467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4467!SPC CT       -   1.00000284  x   0.99999218  =   0.99999502
 DH4467!UTM  18      -   1.00000284  x   1.00006934  =   1.00007218
 DH4467
 DH4467                          SUPERSEDED SURVEY CONTROL
 DH4467
 DH4467.No superseded survey control is available for this station.
 DH4467
 DH4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9528073504(NAD 83)
 DH4467_MARKER: Z = SEE DESCRIPTION
 DH4467_SETTING: 0 = UNSPECIFIED SETTING
 DH4467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4467+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4467
 DH4467  HISTORY     - Date     Condition        Report By
 DH4467  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4467
 DH4467                          STATION DESCRIPTION
 DH4467
 DH4467'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4467'BASE STATION GUILFORD IS A TRIMBLE NAVIGATION COMPANY COMPACT  DOME
 DH4467'GPS ANTENNA PERMANENTLY INSTALLED ON A STEEL POLE WHICH IS  BOLTED TO
 DH4467'THE EXTERIOR OF THE NORTH WALL OF THE CONNDOT  MAINTENANCE GARAGE
 DH4467'(81-161) IN GUILFORD. TO REACH THE STATION FROM THE INTERSTATE ROUTE
 DH4467'95 (GOVERNOR  JOHN LODGE TURNPIKE EXIT 59) OVERPASS ABOVE CT ROUTE 718
 DH4467'(GOOSE  LANE), PROCEED SOUTH ON CT ROUTE 718 FOR 500 FT. TO US ROUTE 1
 DH4467'(BOSTON POST ROAD). TURN RIGHT ONTO US ROUTE 1 AND PROCEED WEST  FOR
 DH4467'ABOUT 1,000 FT. TO THE STATION ON THE RIGHT (NORTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6263 ***********************************************************************
 LX6263  DESIGNATION -  GUILFORD CONG CHURCH SPIRE
 LX6263  PID         -  LX6263
 LX6263  STATE/COUNTY-  CT/NEW HAVEN
 LX6263  USGS QUAD   -  GUILFORD (1984)
 LX6263
 LX6263                         *CURRENT SURVEY CONTROL
 LX6263  ___________________________________________________________________
 LX6263* NAD 83(1996)-  41 17 03.73901(N)    072 40 55.69696(W)     ADJUSTED  
 LX6263* NAVD 88     -                                                        
 LX6263  ___________________________________________________________________
 LX6263  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX6263  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6263
 LX6263  HORZ ORDER  -  THIRD
 LX6263
 LX6263.The horizontal coordinates were established by classical geodetic methods
 LX6263.and adjusted by the National Geodetic Survey in August 1998..
 LX6263
 LX6263
 LX6263.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6263
 LX6263.The geoid height was determined by GEOID03.
 LX6263
 LX6263;                    North         East     Units Scale Factor Converg.
 LX6263;SPC CT       -   202,493.644   310,485.535   MT  0.99999255   +0 02 42.0
 LX6263;SPC CT       -   664,347.90  1,018,651.29   sFT  0.99999255   +0 02 42.0
 LX6263;SPC NY L     -   124,951.704   410,399.075   MT  1.00002358   +0 51 43.2
 LX6263;SPC NY L     -   409,945.72  1,346,450.97   sFT  1.00002358   +0 51 43.2
 LX6263;UTM  18      - 4,572,917.040   694,102.452   MT  1.00006369   +1 31 47.3
 LX6263
 LX6263                          SUPERSEDED SURVEY CONTROL
 LX6263
 LX6263  NAD 83(1992)-  41 17 03.73812(N)    072 40 55.69681(W) AD(       ) 4
 LX6263  NAD 83(1986)-  41 17 03.74030(N)    072 40 55.69970(W) AD(       ) 4
 LX6263  NAD 27      -  41 17 03.39456(N)    072 40 57.35596(W) AD(       ) 3
 LX6263
 LX6263.Superseded values are not recommended for survey control.
 LX6263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6263.See file dsdata.txt to determine how the superseded data were derived.
 LX6263
 LX6263_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9410272917(NAD 83)
 LX6263
 LX6263  HISTORY     - Date     Condition        Report By
 LX6263  HISTORY     - 1933     MONUMENTED       CGS
 LX6263  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6263  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6263  HISTORY     - 1984     GOOD             USPSQD
 LX6263
 LX6263                          STATION DESCRIPTION
 LX6263
 LX6263'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6263'THIS IS THE FIRST CONGREGATIONAL CHURCH OF GUILFORD.  IT FACES
 LX6263'THE N END OF THE GREEN, AT THE INTERSECTION OF CHURCH AND BROAD
 LX6263'STREETS.
 LX6263'
 LX6263'THIS IS THE MOST PROMINENT CHURCH SPIRE IN GUILFORD.  CHURCH
 LX6263'AND SPIRE ARE PAINTED WHITE AND KEPT IN GOOD REPAIR.  THE
 LX6263'LOWER, SQUARE PART OF THE SPIRE HAS A CLOCK FACE ON EACH
 LX6263'SIDE.  SPIRE IS CIRCULAR IN SECTION AND TOPPED WITH A GILDED
 LX6263'WEATHER VANE.
 LX6263'
 LX6263'CENTER IS THE AXIS OF THIS VANE.
 LX6263'
 LX6263'CENTER IS 19 METERS N OF THE CENTER LINE OF BROAD STREET AND
 LX6263'18 METERS E OF THE CENTER LINE OF CHURCH STREET.
 LX6263'
 LX6263'THIS SPIRE IS A VERY PROMINENT LAND MARK.
 LX6263
 LX6263                          STATION RECOVERY (1962)
 LX6263
 LX6263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6263'THE STATION WAS RECOVERED AS DESCRIBED AND WAS FOUND TO BE IN
 LX6263'GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6263
 LX6263                          STATION RECOVERY (1976)
 LX6263
 LX6263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6263'THE STATION IS THE CENTER OF THE BASE OF THE CROSS ATOP
 LX6263'THE GUILFORD CONGREATIONAL CHURCH SPIRE.  THE STATION WAS
 LX6263'RECOVERED AS DESCRIBED IN BOOK 275, PAGE 5 BY G.C.M.
 LX6263'THE SPIRE HAS AN OVER-ALL HEIGHT OF 80 FEET.
 LX6263'
 LX6263'DESCRIBED BY D.J. NOVAK
 LX6263
 LX6263                          STATION RECOVERY (1984)
 LX6263
 LX6263'RECOVERY NOTE BY US POWER SQUADRON 1984 (PK)
 LX6263'CHURCH AND STEEPLE ARE STILL STANDING AND APPEAR TO BE IN GOOD
 LX6263'CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -30.10  (meters)                     GEOID03
 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 GEOID03.
 LX6244
 LX6244;                    North         East     Units Scale Factor Converg.
 LX6244;SPC CT       -   202,288.176   310,611.991   MT  0.99999270   +0 02 45.6
 LX6244;SPC CT       -   663,673.79  1,019,066.17   sFT  0.99999270   +0 02 45.6
 LX6244;SPC NY L     -   124,748.054   410,528.452   MT  1.00002334   +0 51 46.7
 LX6244;SPC NY L     -   409,277.57  1,346,875.43   sFT  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 = OCTOBER  8, 2006
 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-         -29.70  (meters)                     GEOID03
 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 GEOID03.
 LX6299
 LX6299;                    North         East     Units Scale Factor Converg.
 LX6299;SPC CT       -   217,230.077   308,829.054   MT  0.99998520   +0 01 55.0
 LX6299;SPC CT       -   712,695.68  1,013,216.65   sFT  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 = OCTOBER  8, 2006
 LX6266 ***********************************************************************
 LX6266  DESIGNATION -  GUILFORD HARBOR GABLE E SIDE
 LX6266  PID         -  LX6266
 LX6266  STATE/COUNTY-  CT/NEW HAVEN
 LX6266  USGS QUAD   -  GUILFORD (1984)
 LX6266
 LX6266                         *CURRENT SURVEY CONTROL
 LX6266  ___________________________________________________________________
 LX6266* NAD 83(1996)-  41 16 06.45900(N)    072 39 42.25902(W)     ADJUSTED  
 LX6266* NAVD 88     -                                                        
 LX6266  ___________________________________________________________________
 LX6266  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6266  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX6266
 LX6266  HORZ ORDER  -  THIRD
 LX6266
 LX6266.The horizontal coordinates were established by classical geodetic methods
 LX6266.and adjusted by the National Geodetic Survey in August 1998..
 LX6266
 LX6266
 LX6266.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6266
 LX6266.The geoid height was determined by GEOID03.
 LX6266
 LX6266;                    North         East     Units Scale Factor Converg.
 LX6266;SPC CT       -   200,728.124   312,196.238   MT  0.99999379   +0 03 30.7
 LX6266;SPC CT       -   658,555.52  1,024,263.82   sFT  0.99999379   +0 03 30.7
 LX6266;SPC NY L     -   123,210.702   412,134.827   MT  1.00002152   +0 52 31.2
 LX6266;SPC NY L     -   404,233.78  1,352,145.68   sFT  1.00002152   +0 52 31.2
 LX6266;UTM  18      - 4,571,196.304   695,858.451   MT  1.00007212   +1 32 34.0
 LX6266
 LX6266                          SUPERSEDED SURVEY CONTROL
 LX6266
 LX6266  NAD 83(1992)-  41 16 06.45810(N)    072 39 42.25887(W) AD(       ) 4
 LX6266  NAD 83(1986)-  41 16 06.46032(N)    072 39 42.26182(W) AD(       ) 4
 LX6266  NAD 27      -  41 16 06.11000(N)    072 39 43.92000(W) AD(       ) 3
 LX6266
 LX6266.Superseded values are not recommended for survey control.
 LX6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6266.See file dsdata.txt to determine how the superseded data were derived.
 LX6266
 LX6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9585871196(NAD 83)
 LX6266
 LX6266  HISTORY     - Date     Condition        Report By
 LX6266  HISTORY     - 1934     MONUMENTED       CGS
 LX6266  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6266
 LX6266                          STATION DESCRIPTION
 LX6266
 LX6266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6266'THIS STATION IS ON A LONE STORY AND A HALF DWELLING CLOSE TO
 LX6266'THE E SHORE OF GUILFORD HARBOR.  THERE IS A SINGLE CHIMNEY
 LX6266'RISING OUTSIDE THE N WALL OF THE MAIN HOUSE.
 LX6266'
 LX6266'CENTER IS THE APEX OF THE W GABLE.
 LX6266'
 LX6266'THIS STATION WAS USED FOR PHOTOGRAPHIC CONTROL, ONLY, BECAUSE
 LX6266'THE HOUSE WAS BURNED EARLY IN 1934.
 LX6266
 LX6266                          STATION RECOVERY (1961)
 LX6266
 LX6266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6266'THERE ARE NO HOUSES IN THE AREA OF THIS STATION.  THE STATION
 LX6266'IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6240 ***********************************************************************
 LX6240  DESIGNATION -  GUILFORD POINT GABLE
 LX6240  PID         -  LX6240
 LX6240  STATE/COUNTY-  CT/NEW HAVEN
 LX6240  USGS QUAD   -  GUILFORD (1984)
 LX6240
 LX6240                         *CURRENT SURVEY CONTROL
 LX6240  ___________________________________________________________________
 LX6240* NAD 83(1996)-  41 15 59.07582(N)    072 40 09.85929(W)     ADJUSTED  
 LX6240* NAVD 88     -                                                        
 LX6240  ___________________________________________________________________
 LX6240  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LX6240  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX6240
 LX6240  HORZ ORDER  -  THIRD
 LX6240
 LX6240.The horizontal coordinates were established by classical geodetic methods
 LX6240.and adjusted by the National Geodetic Survey in August 1998..
 LX6240
 LX6240
 LX6240.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6240
 LX6240.The geoid height was determined by GEOID03.
 LX6240
 LX6240;                    North         East     Units Scale Factor Converg.
 LX6240;SPC CT       -   200,499.729   311,554.036   MT  0.99999396   +0 03 12.4
 LX6240;SPC CT       -   657,806.19  1,022,156.87   sFT  0.99999396   +0 03 12.4
 LX6240;SPC NY L     -   122,973.168   411,495.929   MT  1.00002125   +0 52 13.1
 LX6240;SPC NY L     -   403,454.47  1,350,049.56   sFT  1.00002125   +0 52 13.1
 LX6240;UTM  18      - 4,570,951.332   695,222.332   MT  1.00006906   +1 32 15.6
 LX6240
 LX6240                          SUPERSEDED SURVEY CONTROL
 LX6240
 LX6240  NAD 83(1992)-  41 15 59.07492(N)    072 40 09.85913(W) AD(       ) 4
 LX6240  NAD 83(1986)-  41 15 59.07714(N)    072 40 09.86207(W) AD(       ) 4
 LX6240  NAD 27      -  41 15 58.73000(N)    072 40 11.52100(W) AD(       ) 3
 LX6240
 LX6240.Superseded values are not recommended for survey control.
 LX6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6240.See file dsdata.txt to determine how the superseded data were derived.
 LX6240
 LX6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9522270951(NAD 83)
 LX6240
 LX6240  HISTORY     - Date     Condition        Report By
 LX6240  HISTORY     - 1933     MONUMENTED       CGS
 LX6240  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6240  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6240
 LX6240                          STATION DESCRIPTION
 LX6240
 LX6240'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6240'THIS GABLE IS NOT ON THE TEA-ROOM KNOWN AS THE GUILFORD POINT
 LX6240'HOUSE.  OF THE THREE WHITE HOUSES ON THE END OF GUILFORD POINT,
 LX6240'THE STATION IS ON THE MOST WESTERLY.
 LX6240'
 LX6240'CENTER IS THE APEX OF THE GABLE AT THE W END OF THIS HOUSE.
 LX6240
 LX6240                          STATION RECOVERY (1961)
 LX6240
 LX6240'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6240'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1933.
 LX6240
 LX6240                          STATION RECOVERY (1984)
 LX6240
 LX6240'RECOVERY NOTE BY US POWER SQUADRON 1984 (PK)
 LX6240'HOUSE HAS BEEN MOVED AND RECONDITIONED.  GABLE NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -30.11  (meters)                     GEOID03
 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 GEOID03.
 LX6265
 LX6265;                    North         East     Units Scale Factor Converg.
 LX6265;SPC CT       -   202,951.555   312,492.761   MT  0.99999225   +0 03 39.2
 LX6265;SPC CT       -   665,850.23  1,025,236.67   sFT  0.99999225   +0 03 39.2
 LX6265;SPC NY L     -   125,438.201   412,399.632   MT  1.00002413   +0 52 39.6
 LX6265;SPC NY L     -   411,541.83  1,353,014.46   sFT  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 = OCTOBER  8, 2006
 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-         -30.14  (meters)                     GEOID03
 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 GEOID03.
 LX6276
 LX6276;                    North         East     Units Scale Factor Converg.
 LX6276;SPC CT       -   200,276.143   309,389.971   MT  0.99999412   +0 02 10.7
 LX6276;SPC CT       -   657,072.65  1,015,056.93   sFT  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 = OCTOBER  8, 2006
 LX4892 ***********************************************************************
 LX4892  DESIGNATION -  GUSTAFSON
 LX4892  PID         -  LX4892
 LX4892  STATE/COUNTY-  CT/NEW LONDON
 LX4892  USGS QUAD   -  COLCHESTER (1984)
 LX4892
 LX4892                         *CURRENT SURVEY CONTROL
 LX4892  ___________________________________________________________________
 LX4892* NAD 83(1996)-  41 31 54.41601(N)    072 21 25.11986(W)     ADJUSTED  
 LX4892* NAVD 88     -       186.4    (meters)     612.     (feet)  VERTCON   
 LX4892  ___________________________________________________________________
 LX4892  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LX4892  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX4892
 LX4892  HORZ ORDER  -  FIRST
 LX4892
 LX4892.The horizontal coordinates were established by classical geodetic methods
 LX4892.and adjusted by the National Geodetic Survey in August 1998..
 LX4892
 LX4892.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4892
 LX4892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4892
 LX4892.The geoid height was determined by GEOID03.
 LX4892
 LX4892;                    North         East     Units Scale Factor Converg.
 LX4892;SPC CT       -   230,043.457   337,599.747   MT  0.99998314   +0 15 38.1
 LX4892;SPC CT       -   754,734.24  1,107,608.50   sFT  0.99998314   +0 15 38.1
 LX4892;UTM  18      - 4,601,165.925   720,495.661   MT  1.00019835   +1 45 11.2
 LX4892
 LX4892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4892!SPC CT       -   0.99997546  x   0.99998314  =   0.99995860
 LX4892!UTM  18      -   0.99997546  x   1.00019835  =   1.00017381
 LX4892
 LX4892:                Primary Azimuth Mark                     Grid Az
 LX4892:SPC CT       -  MILL HILL                                002 39 52.1
 LX4892:UTM  18      -  MILL HILL                                001 10 19.0
 LX4892
 LX4892|---------------------------------------------------------------------|
 LX4892| PID    Reference Object                     Distance      Geod. Az  |
 LX4892|                                                           dddmmss.s |
 LX4892| LX4891 MILL HILL                           APPROX. 4.1 KM 0025530.2 |
 LX4892| LX4884 COLCHESTER ALGONQUIN GAS MAST       APPROX. 7.2 KM 0301239.1 |
 LX4892| LX4887 COLCHESTER STANDPIPE                APPROX. 5.2 KM 0344322.6 |
 LX4892| CZ6564 GUSTAFSON RM 1                       20.630 METERS 17209     |
 LX4892| CZ6563 GUSTAFSON AZ MK                                    3454822.7 |
 LX4892| CZ6565 GUSTAFSON RM 2                       23.459 METERS 34844     |
 LX4892|---------------------------------------------------------------------|
 LX4892
 LX4892                          SUPERSEDED SURVEY CONTROL
 LX4892
 LX4892  NAD 83(1992)-  41 31 54.41524(N)    072 21 25.11953(W) AD(       ) 1
 LX4892  NAD 83(1986)-  41 31 54.41680(N)    072 21 25.12189(W) AD(       ) 1
 LX4892  NAD 27      -  41 31 54.06036(N)    072 21 26.82392(W) AD(       ) 1
 LX4892  NGVD 29 (07/19/86)  186.7    (m)          613.     (f) VERT ANG       
 LX4892
 LX4892.Superseded values are not recommended for survey control.
 LX4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4892.See file dsdata.txt to determine how the superseded data were derived.
 LX4892
 LX4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2049601166(NAD 83)
 LX4892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4892+STABILITY: SURFACE MOTION
 LX4892
 LX4892  HISTORY     - Date     Condition        Report By
 LX4892  HISTORY     - 1975     MONUMENTED       NGS
 LX4892
 LX4892                          STATION DESCRIPTION
 LX4892
 LX4892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4892'THE STATION IS LOCATED ABOUT 3 MILES EAST OF WESTCHESTER, 2-1/2
 LX4892'MILES SOUTHWEST OF COLCHESTER AND ON PROPERTY OF MR. ALFRED
 LX4892'GUSTAFSON, OCONNELL ROAD, COLCHESTER, CONNECTICUT.  PHONE NUMBER
 LX4892'537-2071.
 LX4892'
 LX4892'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND 16
 LX4892'IN THE TOWN OF COLCHESTER, GO WEST-SOUTHWEST ON HIGHWAY 16 FOR 1.3
 LX4892'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON BULKLEY
 LX4892'HILL ROAD FOR 2.45 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LX4892'WEST ON OCONNELL ROAD FOR 0.65 MILE TO THE STATION ON THE RIGHT
 LX4892'AS DESCRIBED.
 LX4892'
 LX4892'THE STATION MARKS ARE STANDARD DISKS STAMPED GUSTAFSON 1975.  THE
 LX4892'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LX4892'7 INCHES BELOW THE SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS
 LX4892'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 48 INCHES BELOW
 LX4892'THE SURFACE OF THE GROUND.  THEY ARE 155 FEET NORTHEAST OF POWER
 LX4892'POLE NUMBER 1364, 150 FEET NORTH OF THE CENTER OF OCONNELL ROAD
 LX4892'AND 9.5 FEET WEST OF A STONE FENCE.
 LX4892'
 LX4892'REFERENCE MARK 1, STAMPED GUSTAFSON 1975 NO 1 IS A STANDARD DISK
 LX4892'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 1 FOOT BELOW
 LX4892'THE SURFACE OF THE GROUND.  IT IS 83.5 FEET NORTH OF THE CENTER OF
 LX4892'OCONNELL ROAD, 9 FEET WEST OF THE STONE WALL AND 7 FEET WEST OF A
 LX4892'METAL WITNESS POST.
 LX4892'
 LX4892'REFERENCE MARK 2, STAMPED GUSTAFSON 1975 NO 2 IS A STANDARD DISK
 LX4892'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 8 INCHES BELOW
 LX4892'THE SURFACE OF THE GROUND.  IT IS 28 FEET SOUTHWEST OF AN OPENING
 LX4892'IN THE STONE FENCE, 10 FEET WEST OF THE STONE FENCE AND 5 FEET WEST
 LX4892'OF A METAL WITNESS POST.
 LX4892'
 LX4892'AZIMUTH MARK, STAMPED GUSTAFSON 1975 AZ IS A STANDARD REFERENCE
 LX4892'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LX4892'FLUSH WITH THE GROUND.  IT IS 60 FEET WEST OF THE NORTHEAST CORNER
 LX4892'OF A FIELD, 12.5 FEET SOUTHEAST OF A 12-INCH TREE, 4.5 FEET SOUTH
 LX4892'OF A STONE FENCE AND 3 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX4892'
 LX4892'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG THE
 LX4892'EAST SIDE OF AN OPEN FIELD FOR 0.2 MILE TO THE MARK ON THE LEFT
 LX4892'AS DESCRIBED.
 LX4892'
 LX4892'NOTE--NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS.
 LX4892'
 LX4892'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0615 ***********************************************************************
 LX0615  DESIGNATION -  H
 LX0615  PID         -  LX0615
 LX0615  STATE/COUNTY-  CT/LITCHFIELD
 LX0615  USGS QUAD   -  KENT (1971)
 LX0615
 LX0615                         *CURRENT SURVEY CONTROL
 LX0615  ___________________________________________________________________
 LX0615* NAD 83(1986)-  41 40 04.     (N)    073 24 56.     (W)     SCALED    
 LX0615* NAVD 88     -       206.851  (meters)     678.64   (feet)  POSTED    
 LX0615  ___________________________________________________________________
 LX0615  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX0615  DYNAMIC HT  -         206.780 (meters)     678.41  (feet)  COMP
 LX0615  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LX0615
 LX0615  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0615
 LX0615.The horizontal coordinates were scaled from a topographic map and have
 LX0615.an estimated accuracy of +/- 6 seconds.
 LX0615
 LX0615.The orthometric height was determined by differential leveling
 LX0615.and adjusted by the National Geodetic Survey in 1992..
 LX0615.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0615.rate of 0.0 thru 1.0 mm/km.
 LX0615
 LX0615.The geoid height was determined by GEOID03.
 LX0615
 LX0615.The dynamic height is computed by dividing the NAVD 88
 LX0615.geopotential number by the normal gravity value computed on the
 LX0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0615.degrees latitude (g = 980.6199 gals.).
 LX0615
 LX0615.The modeled gravity was interpolated from observed gravity values.
 LX0615
 LX0615;                    North         East    Units  Estimated Accuracy
 LX0615;SPC CT       -   245,290.      249,370.      MT  (+/- 180 meters Scaled)
 LX0615
 LX0615                          SUPERSEDED SURVEY CONTROL
 LX0615
 LX0615.No superseded survey control is available for this station.
 LX0615
 LX0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM319141(NAD 83)
 LX0615_MARKER: DD = SURVEY DISK
 LX0615_SETTING: 66 = SET IN ROCK OUTCROP
 LX0615_SP_SET: ROCK OUTCROP
 LX0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0615+STABILITY: POSITION/ELEVATION WELL
 LX0615
 LX0615  HISTORY     - Date     Condition        Report By
 LX0615  HISTORY     - UNK      MONUMENTED       CU
 LX0615  HISTORY     - 1916     GOOD             NGS
 LX0615  HISTORY     - 1934     GOOD             LOCSUR
 LX0615
 LX0615                          STATION DESCRIPTION
 LX0615
 LX0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0615'AT UPPER MERRYALL.
 LX0615'AT UPPER MERRYALL, LITCHFIELD COUNTY, ALONG CONN. RTE. 30,
 LX0615'BETWEEN SOUTH KENT AND NEW PRESTON, ABOUT 4 MILES W OF WOODROW
 LX0615'STATION, ABOUT 3 MILES E OF THE STONE CHURCH AT NEW PRESTON
 LX0615'HILL, ABOUT 60 YDS. E OF THE E SIDE OF A CLAPBOARD HOUSE BUILT
 LX0615'ON A SIDE HILL AT A T-JUNCTION OF ROADS, 33 FT. W OF SNET POLE
 LX0615'1557, ABOUT 20 FT. OF THE CENTER OF THE DIRT ROAD, ABOUT 5 FT.
 LX0615'ABOVE THE ROAD IN A ROCK OUTCROP.  A CAMP COLUMBIA STANDARD DISK.
 LX0615
 LX0615                          STATION RECOVERY (1934)
 LX0615
 LX0615'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1186 ***********************************************************************
 LX1186  DESIGNATION -  H 1 C OF S
 LX1186  PID         -  LX1186
 LX1186  STATE/COUNTY-  CT/FAIRFIELD
 LX1186  USGS QUAD   -  STAMFORD (1984)
 LX1186
 LX1186                         *CURRENT SURVEY CONTROL
 LX1186  ___________________________________________________________________
 LX1186* NAD 83(1986)-  41 02 58.     (N)    073 32 22.     (W)     SCALED    
 LX1186* NAVD 88     -         7.077  (meters)      23.22   (feet)  ADJUSTED  
 LX1186  ___________________________________________________________________
 LX1186  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX1186  DYNAMIC HT  -           7.074 (meters)      23.21  (feet)  COMP
 LX1186  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX1186
 LX1186  VERT ORDER  -  FIRST     CLASS I
 LX1186
 LX1186.The horizontal coordinates were scaled from a topographic map and have
 LX1186.an estimated accuracy of +/- 6 seconds.
 LX1186
 LX1186.The orthometric height was determined by differential leveling
 LX1186.and adjusted by the National Geodetic Survey in June 1991..
 LX1186
 LX1186.The geoid height was determined by GEOID03.
 LX1186
 LX1186.The dynamic height is computed by dividing the NAVD 88
 LX1186.geopotential number by the normal gravity value computed on the
 LX1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1186.degrees latitude (g = 980.6199 gals.).
 LX1186
 LX1186.The modeled gravity was interpolated from observed gravity values.
 LX1186
 LX1186;                    North         East    Units  Estimated Accuracy
 LX1186;SPC CT       -   176,700.      238,430.      MT  (+/- 180 meters Scaled)
 LX1186
 LX1186                          SUPERSEDED SURVEY CONTROL
 LX1186
 LX1186  NGVD 29 (??/??/92)    7.41   (m)           24.3    (f) COMPUTED    1 1
 LX1186
 LX1186.Superseded values are not recommended for survey control.
 LX1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1186.See file dsdata.txt to determine how the superseded data were derived.
 LX1186
 LX1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL227452(NAD 83)
 LX1186_MARKER: Q = CHISELED SQUARE
 LX1186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1186_SP_SET: STEP
 LX1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1186
 LX1186  HISTORY     - Date     Condition        Report By
 LX1186  HISTORY     - UNK      MONUMENTED       LOCENG
 LX1186  HISTORY     - 1965     GOOD             NGS
 LX1186  HISTORY     - 1987     GOOD             USPSQD
 LX1186
 LX1186                          STATION DESCRIPTION
 LX1186
 LX1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1186'AT STAMFORD.
 LX1186'AT STAMFORD, AT THE INTERSECTION OF ATLANTIC AND FEDERAL STREET,
 LX1186'AT THE SOUTHEAST CORNER OF THE BOTTOM STEP AT SOUTH ONE OF
 LX1186'TWO ENTRANCES TO POST OFFICE FROM ATLANTIC STREET, 33 FEET NORTH
 LX1186'OF THE NORTH CURB OF FEDERAL STREET, 16.7 FEET WEST OF THE
 LX1186'WEST CURB OF ATLANTIC STREET, 10.5 FEET EAST OF THE EAST SIDE
 LX1186'OF THE POST OFFICE BUILDING, 23 FEET NORTHEAST OF BENCH MARK
 LX1186'G 1 DESCRIBED.
 LX1186
 LX1186                          STATION RECOVERY (1987)
 LX1186
 LX1186'RECOVERY NOTE BY US POWER SQUADRON 1987 (EB)
 LX1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1064 ***********************************************************************
 LW1064  DESIGNATION -  H 10
 LW1064  PID         -  LW1064
 LW1064  STATE/COUNTY-  CT/WINDHAM
 LW1064  USGS QUAD   -  PUTNAM (1970)
 LW1064
 LW1064                         *CURRENT SURVEY CONTROL
 LW1064  ___________________________________________________________________
 LW1064* NAD 83(1986)-  41 59 00.     (N)    071 53 51.     (W)     SCALED    
 LW1064* NAVD 88     -       107.981  (meters)     354.27   (feet)  ADJUSTED  
 LW1064  ___________________________________________________________________
 LW1064  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LW1064  DYNAMIC HT  -         107.946 (meters)     354.15  (feet)  COMP
 LW1064  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LW1064
 LW1064  VERT ORDER  -  FIRST     CLASS II
 LW1064
 LW1064.The horizontal coordinates were scaled from a topographic map and have
 LW1064.an estimated accuracy of +/- 6 seconds.
 LW1064
 LW1064.The orthometric height was determined by differential leveling
 LW1064.and adjusted by the National Geodetic Survey in June 1991..
 LW1064
 LW1064.The geoid height was determined by GEOID03.
 LW1064
 LW1064.The dynamic height is computed by dividing the NAVD 88
 LW1064.geopotential number by the normal gravity value computed on the
 LW1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1064.degrees latitude (g = 980.6199 gals.).
 LW1064
 LW1064.The modeled gravity was interpolated from observed gravity values.
 LW1064
 LW1064;                    North         East    Units  Estimated Accuracy
 LW1064;SPC CT       -   280,470.      375,450.      MT  (+/- 180 meters Scaled)
 LW1064
 LW1064                          SUPERSEDED SURVEY CONTROL
 LW1064
 LW1064  NGVD 29 (??/??/92)  108.221  (m)          355.06   (f) ADJ UNCH    1 2
 LW1064
 LW1064.Superseded values are not recommended for survey control.
 LW1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1064.See file dsdata.txt to determine how the superseded data were derived.
 LW1064
 LW1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG599519(NAD 83)
 LW1064_MARKER: DB = BENCH MARK DISK
 LW1064_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW1064+WITH SETTING: PAVEMENT
 LW1064_SP_SET: STEPS
 LW1064_STAMPING: H 10 1935
 LW1064_MARK LOGO: CGS   
 LW1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1064+STABILITY: SURFACE MOTION
 LW1064
 LW1064  HISTORY     - Date     Condition        Report By
 LW1064  HISTORY     - 1935     MONUMENTED       CGS
 LW1064  HISTORY     - 1936     GOOD             NGS
 LW1064  HISTORY     - 1986     GOOD             NGS
 LW1064  HISTORY     - 1988     POOR             USPSQD
 LW1064  HISTORY     - 19900503 GOOD             USPSQD
 LW1064
 LW1064                          STATION DESCRIPTION
 LW1064
 LW1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1064'AT NORTH GROSVENORDALE.
 LW1064'AT NORTH GROSVENORDALE, WINDHAM COUNTY, 0.3 MILE SOUTH OF THE
 LW1064'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, 930 FEET
 LW1064'NORTH OF MILEPOST W 21-G 50, AT THE WASTE HOUSE OF THE
 LW1064'GROSVENORDALE TEXTILE CO., IN THE TOP OF THE SOUTH END OF THE
 LW1064'SECOND STEP, 35 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 LW1064'ABOUT LEVEL WITH THE TRACK.
 LW1064
 LW1064                          STATION RECOVERY (1936)
 LW1064
 LW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1064'RECOVERED IN GOOD CONDITION.
 LW1064
 LW1064                          STATION RECOVERY (1986)
 LW1064
 LW1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1064'RECOVERED IN GOOD CONDITION.
 LW1064
 LW1064                          STATION RECOVERY (1988)
 LW1064
 LW1064'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1064'MARK RECOVERED IN POOR CONDITION.
 LW1064
 LW1064                          STATION RECOVERY (1990)
 LW1064
 LW1064'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0590 ***********************************************************************
 LX0590  DESIGNATION -  H 11
 LX0590  PID         -  LX0590
 LX0590  STATE/COUNTY-  CT/NEW HAVEN
 LX0590  USGS QUAD   -  WATERBURY (1984)
 LX0590
 LX0590                         *CURRENT SURVEY CONTROL
 LX0590  ___________________________________________________________________
 LX0590* NAD 83(1986)-  41 33 08.     (N)    073 00 10.     (W)     SCALED    
 LX0590* NAVD 88     -       138.430  (meters)     454.17   (feet)  ADJUSTED  
 LX0590  ___________________________________________________________________
 LX0590  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX0590  DYNAMIC HT  -         138.387 (meters)     454.02  (feet)  COMP
 LX0590  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0590
 LX0590  VERT ORDER  -  SECOND    CLASS 0
 LX0590
 LX0590.The horizontal coordinates were scaled from a topographic map and have
 LX0590.an estimated accuracy of +/- 6 seconds.
 LX0590
 LX0590.The orthometric height was determined by differential leveling
 LX0590.and adjusted by the National Geodetic Survey in June 1991..
 LX0590
 LX0590.The geoid height was determined by GEOID03.
 LX0590
 LX0590.The dynamic height is computed by dividing the NAVD 88
 LX0590.geopotential number by the normal gravity value computed on the
 LX0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0590.degrees latitude (g = 980.6199 gals.).
 LX0590
 LX0590.The modeled gravity was interpolated from observed gravity values.
 LX0590
 LX0590;                    North         East    Units  Estimated Accuracy
 LX0590;SPC CT       -   232,270.      283,710.      MT  (+/- 180 meters Scaled)
 LX0590
 LX0590                          SUPERSEDED SURVEY CONTROL
 LX0590
 LX0590  NGVD 29 (??/??/92)  138.71   (m)          455.1    (f) COMPUTED    2 0
 LX0590
 LX0590.Superseded values are not recommended for survey control.
 LX0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0590.See file dsdata.txt to determine how the superseded data were derived.
 LX0590
 LX0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM665019(NAD 83)
 LX0590_MARKER: DB = BENCH MARK DISK
 LX0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0590_SP_SET: BRIDGE
 LX0590_STAMPING: H 11 1935
 LX0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0590
 LX0590  HISTORY     - Date     Condition        Report By
 LX0590  HISTORY     - 1935     MONUMENTED       CGS
 LX0590
 LX0590                          STATION DESCRIPTION
 LX0590
 LX0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0590'2.1 MI E FROM WATERBURY.
 LX0590'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 14 FROM THE ENGINE
 LX0590'2 FIRE STATION AT WATERBURY, NEW HAVEN COUNTY, AT A 50-FOOT
 LX0590'GIRDER BRIDGE OVER MUD RIVER, IN THE TOP OF THE SOUTHEAST WING
 LX0590'WALL, 7 FEET SOUTH OF THE SOUTH END OF THE EAST ABUTMENT, 18
 LX0590'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LX0590'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED H 11 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0591 ***********************************************************************
 LX0591  DESIGNATION -  H 11 RESET
 LX0591  PID         -  LX0591
 LX0591  STATE/COUNTY-  CT/NEW HAVEN
 LX0591  USGS QUAD   -  WATERBURY (1984)
 LX0591
 LX0591                         *CURRENT SURVEY CONTROL
 LX0591  ___________________________________________________________________
 LX0591* NAD 83(1986)-  41 33 08.     (N)    073 00 10.     (W)     SCALED    
 LX0591* NAVD 88     -       138.89   (meters)     455.7    (feet)  RESET     
 LX0591  ___________________________________________________________________
 LX0591  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX0591
 LX0591  VERT ORDER  -  THIRD
 LX0591
 LX0591.The horizontal coordinates were scaled from a topographic map and have
 LX0591.an estimated accuracy of +/- 6 seconds.
 LX0591
 LX0591.The orthometric height was computed from unverified reset data.
 LX0591.No vertical observational check was made to the station.
 LX0591
 LX0591.The geoid height was determined by GEOID03.
 LX0591
 LX0591;                    North         East    Units  Estimated Accuracy
 LX0591;SPC CT       -   232,270.      283,710.      MT  (+/- 180 meters Scaled)
 LX0591
 LX0591                          SUPERSEDED SURVEY CONTROL
 LX0591
 LX0591.No superseded survey control is available for this station.
 LX0591
 LX0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM665019(NAD 83)
 LX0591_MARKER: DB = BENCH MARK DISK
 LX0591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0591_SP_SET: BRIDGE
 LX0591_STAMPING: H 11 RESET 1935
 LX0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0591
 LX0591  HISTORY     - Date     Condition        Report By
 LX0591  HISTORY     - 1935     MONUMENTED       CTDT
 LX0591
 LX0591                          STATION DESCRIPTION
 LX0591
 LX0591'DESCRIBED BY CT DEPT OF TRANSP 1935
 LX0591'2.1 MI E FROM WATERBURY.
 LX0591'2.1 MILES EAST ALONG STATE HIGHWAY 14 FROM THE ENGINE 2 FIRE
 LX0591'STATION AT WATERBURY, NEW HAVEN COUNTY, AT THE BRIDGE OVER MAD
 LX0591'RIVER, AND IN THE TOP STEP OF THE SOUTHEAST WING WALL.  A
 LX0591'STANDARD DISK, STAMPED H 11 RESET 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0029 ***********************************************************************
 LX0029  DESIGNATION -  H 12
 LX0029  PID         -  LX0029
 LX0029  STATE/COUNTY-  CT/NEW LONDON
 LX0029  USGS QUAD   -  NORWICH (1983)
 LX0029
 LX0029                         *CURRENT SURVEY CONTROL
 LX0029  ___________________________________________________________________
 LX0029* NAD 83(1986)-  41 32 53.     (N)    072 06 22.     (W)     SCALED    
 LX0029* NAVD 88     -        27.432  (meters)      90.00   (feet)  ADJUSTED  
 LX0029  ___________________________________________________________________
 LX0029  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX0029  DYNAMIC HT  -          27.423 (meters)      89.97  (feet)  COMP
 LX0029  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX0029
 LX0029  VERT ORDER  -  SECOND    CLASS 0
 LX0029
 LX0029.The horizontal coordinates were scaled from a topographic map and have
 LX0029.an estimated accuracy of +/- 6 seconds.
 LX0029
 LX0029.The orthometric height was determined by differential leveling
 LX0029.and adjusted by the National Geodetic Survey in June 1991..
 LX0029
 LX0029.The geoid height was determined by GEOID03.
 LX0029
 LX0029.The dynamic height is computed by dividing the NAVD 88
 LX0029.geopotential number by the normal gravity value computed on the
 LX0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0029.degrees latitude (g = 980.6199 gals.).
 LX0029
 LX0029.The modeled gravity was interpolated from observed gravity values.
 LX0029
 LX0029;                    North         East    Units  Estimated Accuracy
 LX0029;SPC CT       -   231,980.      358,520.      MT  (+/- 180 meters Scaled)
 LX0029
 LX0029                          SUPERSEDED SURVEY CONTROL
 LX0029
 LX0029  NGVD 29 (??/??/92)   27.719  (m)           90.94   (f) ADJ UNCH    2 0
 LX0029
 LX0029.Superseded values are not recommended for survey control.
 LX0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0029.See file dsdata.txt to determine how the superseded data were derived.
 LX0029
 LX0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM413036(NAD 83)
 LX0029_MARKER: DB = BENCH MARK DISK
 LX0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0029_SP_SET: BRIDGE
 LX0029_STAMPING: H 12 1935
 LX0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0029
 LX0029  HISTORY     - Date     Condition        Report By
 LX0029  HISTORY     - 1935     MONUMENTED       CGS
 LX0029  HISTORY     - 1976     MARK NOT FOUND   USGS
 LX0029
 LX0029                          STATION DESCRIPTION
 LX0029
 LX0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0029'1.8 MI S FROM YANTIC.
 LX0029'ABOUT 1.8 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM
 LX0029'YANTIC, NEW LONDON COUNTY, ABOUT 0.4 MILE NORTH OF MILEPOST 15,
 LX0029'AT A PONY-TRUSS BRIDGE OVER A MILL STREAM (TWO 40-FOOT SPANS),
 LX0029'IN THE TOP OF THE CENTER OF THE SOUTHWEST WING WALL, ABOUT 120
 LX0029'FEET EAST OF THE CENTER LINE OF A MACADAM ROAD, 40 FEET
 LX0029'SOUTHEAST OF A ROAD CROSSING, 40 FEET EAST OF THE CENTER LINE OF
 LX0029'THE TRACK, 8 FEET SOUTHEAST OF A POLE, AND ABOUT 3 FEET LOWER
 LX0029'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 12 1935.
 LX0029
 LX0029                          STATION RECOVERY (1976)
 LX0029
 LX0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LX0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0030 ***********************************************************************
 LX0030  DESIGNATION -  H 12 RESET
 LX0030  PID         -  LX0030
 LX0030  STATE/COUNTY-  CT/NEW LONDON
 LX0030  USGS QUAD   -  NORWICH (1983)
 LX0030
 LX0030                         *CURRENT SURVEY CONTROL
 LX0030  ___________________________________________________________________
 LX0030* NAD 83(1986)-  41 32 53.     (N)    072 06 22.     (W)     SCALED    
 LX0030* NAVD 88     -        30.43   (meters)      99.8    (feet)  RESET     
 LX0030  ___________________________________________________________________
 LX0030  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX0030
 LX0030  VERT ORDER  -  THIRD
 LX0030
 LX0030.The horizontal coordinates were scaled from a topographic map and have
 LX0030.an estimated accuracy of +/- 6 seconds.
 LX0030
 LX0030.The orthometric height was computed from unverified reset data.
 LX0030.No vertical observational check was made to the station.
 LX0030
 LX0030.The geoid height was determined by GEOID03.
 LX0030
 LX0030;                    North         East    Units  Estimated Accuracy
 LX0030;SPC CT       -   231,980.      358,520.      MT  (+/- 180 meters Scaled)
 LX0030
 LX0030                          SUPERSEDED SURVEY CONTROL
 LX0030
 LX0030.No superseded survey control is available for this station.
 LX0030
 LX0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM413036(NAD 83)
 LX0030_MARKER: DB = BENCH MARK DISK
 LX0030_SETTING: 66 = SET IN ROCK OUTCROP
 LX0030_SP_SET: ROCK OUTCROP LEDGE
 LX0030_STAMPING: H 12 RESET 1968
 LX0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0030+STABILITY: POSITION/ELEVATION WELL
 LX0030
 LX0030  HISTORY     - Date     Condition        Report By
 LX0030  HISTORY     - 1968     MONUMENTED       CTDT
 LX0030  HISTORY     - 20060509 GOOD             USPSQD
 LX0030
 LX0030                          STATION DESCRIPTION
 LX0030
 LX0030'DESCRIBED BY CT DEPT OF TRANSP 1968
 LX0030'1.8 MI S FROM YANTIC.
 LX0030'ABOUT 1.6 MILES SOUTH ALONG THE CENTRAL VERMONT RAILROAD FROM
 LX0030'YANTIC, ABOUT 0.6 MILE NORTH OF MILE POST 15, SET IN THE HIGH
 LX0030'POINT OF A 10 BY 5 BY 3 FOOT HIGH LEDGE OF OUTCROP, 14 FEET
 LX0030'SOUTH OF THE SOUTH RAIL AT A POINT 376 FEET EASTERLY ALONG THE
 LX0030'RAIL FROM A POINT ON RAIL DIRECTLY BENEATH THE EASTERLY RAIL OF
 LX0030'RAILROAD OVERHEAD BRIDGE ON THE CONNECTICUT TURNPIKE, IN THE
 LX0030'TOWN OF NORWICH, ABOUT 1000 FEET WEST OF PLEASANT STREET, ABOUT
 LX0030'3 FEET ABOVE THE LEVEL OF THE TRACKS.
 LX0030
 LX0030                          STATION RECOVERY (2006)
 LX0030
 LX0030'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0920 ***********************************************************************
 LX0920  DESIGNATION -  H 13
 LX0920  PID         -  LX0920
 LX0920  STATE/COUNTY-  CT/NEW HAVEN
 LX0920  USGS QUAD   -  MILFORD (1984)
 LX0920
 LX0920                         *CURRENT SURVEY CONTROL
 LX0920  ___________________________________________________________________
 LX0920* NAD 83(1986)-  41 13 47.     (N)    073 05 57.     (W)     SCALED    
 LX0920* NAVD 88     -        13.177  (meters)      43.23   (feet)  POSTED    
 LX0920  ___________________________________________________________________
 LX0920  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0920  DYNAMIC HT  -          13.170 (meters)      43.21  (feet)  COMP
 LX0920  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 LX0920
 LX0920  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0920
 LX0920.The horizontal coordinates were scaled from a topographic map and have
 LX0920.an estimated accuracy of +/- 6 seconds.
 LX0920
 LX0920.The orthometric height was determined by differential leveling
 LX0920.and adjusted by the National Geodetic Survey in 1992..
 LX0920.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0920.rate of 0.0 thru 1.0 mm/km.
 LX0920
 LX0920.The geoid height was determined by GEOID03.
 LX0920
 LX0920.The dynamic height is computed by dividing the NAVD 88
 LX0920.geopotential number by the normal gravity value computed on the
 LX0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0920.degrees latitude (g = 980.6199 gals.).
 LX0920
 LX0920.The modeled gravity was interpolated from observed gravity values.
 LX0920
 LX0920;                    North         East    Units  Estimated Accuracy
 LX0920;SPC CT       -   196,480.      275,530.      MT  (+/- 180 meters Scaled)
 LX0920
 LX0920                          SUPERSEDED SURVEY CONTROL
 LX0920
 LX0920  NGVD 29 (??/??/92)   13.505  (m)           44.31   (f) ADJ UNCH    2 0
 LX0920
 LX0920.Superseded values are not recommended for survey control.
 LX0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0920.See file dsdata.txt to determine how the superseded data were derived.
 LX0920
 LX0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL593660(NAD 83)
 LX0920_MARKER: DB = BENCH MARK DISK
 LX0920_SETTING: 0 = UNSPECIFIED SETTING
 LX0920_STAMPING: H 13 1935
 LX0920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0920
 LX0920  HISTORY     - Date     Condition        Report By
 LX0920  HISTORY     - 1935     MONUMENTED       CGS
 LX0920  HISTORY     - 1951     MARK NOT FOUND   NGS
 LX0920
 LX0920                          STATION DESCRIPTION
 LX0920
 LX0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0920'1.7 MI N FROM DEVON.
 LX0920'1.7 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0920'RAILROAD FROM THE STATION AT DEVON, NEW HAVEN COUNTY, AT CROSSING
 LX0920'1.68, 48 FEET WEST OF THE WEST RAIL, 42 FEET NORTH OF THE
 LX0920'CENTERLINE OF THE ROAD, 15 FEET WEST OF THE CENTERLINE OF A
 LX0920'DIRT ROAD, IN LINE WITH A ROW OF TREES AND ABOUT LEVEL WITH THE
 LX0920'TRACK.  NOTE-- USGS REPORT WHOLE AREA AROUND LOCATION OF BENCH
 LX0920'MARK HAD BEEN BULLDOZED.
 LX0920
 LX0920                          STATION RECOVERY (1951)
 LX0920
 LX0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LX0920'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0083 ***********************************************************************
 MZ0083  DESIGNATION -  H 14
 MZ0083  PID         -  MZ0083
 MZ0083  STATE/COUNTY-  CT/TOLLAND
 MZ0083  USGS QUAD   -  MONSON (1979)
 MZ0083
 MZ0083                         *CURRENT SURVEY CONTROL
 MZ0083  ___________________________________________________________________
 MZ0083* NAD 83(1986)-  42 01 03.     (N)    072 19 18.     (W)     SCALED    
 MZ0083* NAVD 88     -       183.722  (meters)     602.76   (feet)  ADJUSTED  
 MZ0083  ___________________________________________________________________
 MZ0083  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 MZ0083  DYNAMIC HT  -         183.666 (meters)     602.58  (feet)  COMP
 MZ0083  MODELED GRAV-     980,312.3   (mgal)                       NAVD 88
 MZ0083
 MZ0083  VERT ORDER  -  SECOND    CLASS 0
 MZ0083
 MZ0083.The horizontal coordinates were scaled from a topographic map and have
 MZ0083.an estimated accuracy of +/- 6 seconds.
 MZ0083
 MZ0083.The orthometric height was determined by differential leveling
 MZ0083.and adjusted by the National Geodetic Survey in June 1991..
 MZ0083
 MZ0083.The geoid height was determined by GEOID03.
 MZ0083
 MZ0083.The dynamic height is computed by dividing the NAVD 88
 MZ0083.geopotential number by the normal gravity value computed on the
 MZ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0083.degrees latitude (g = 980.6199 gals.).
 MZ0083
 MZ0083.The modeled gravity was interpolated from observed gravity values.
 MZ0083
 MZ0083;                    North         East    Units  Estimated Accuracy
 MZ0083;SPC CT       -   284,010.      340,280.      MT  (+/- 180 meters Scaled)
 MZ0083
 MZ0083                          SUPERSEDED SURVEY CONTROL
 MZ0083
 MZ0083  NGVD 29 (??/??/92)  183.943  (m)          603.49   (f) ADJ UNCH    2 0
 MZ0083
 MZ0083.Superseded values are not recommended for survey control.
 MZ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0083.See file dsdata.txt to determine how the superseded data were derived.
 MZ0083
 MZ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM217551(NAD 83)
 MZ0083_MARKER: DB = BENCH MARK DISK
 MZ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0083_STAMPING: H 14 1935
 MZ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0083+STABILITY: SURFACE MOTION
 MZ0083
 MZ0083  HISTORY     - Date     Condition        Report By
 MZ0083  HISTORY     - 1935     MONUMENTED       CGS
 MZ0083  HISTORY     - 1967     MARK NOT FOUND   USGS
 MZ0083
 MZ0083                          STATION DESCRIPTION
 MZ0083
 MZ0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0083'2.0 MI N FROM ORCUTTVILLE.
 MZ0083'2.0 MILES NORTH ALONG THE CENTRAL VERMONT RAILWAY FROM ORCUTTVILLE,
 MZ0083'TOLLAND COUNTY, 1.0 MILE SOUTH OF THE CONNECTICUT-MASSACHUSETTS
 MZ0083'BOUNDARY, 40 FEET SOUTHEAST OF THE CENTER OF A DIRT-ROAD CROSSING, 15
 MZ0083'FEET NORTH OF POLE WUT E 52-5430, 20 FEET EAST OF THE CENTER LINE OF
 MZ0083'THE TRACK, IN LINE WITH A ROW OF POLES, 1 FOOT HIGHER THAN THE TOP OF
 MZ0083'THE RAIL, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 MZ0083'INCHES ABOVE GROUND.
 MZ0083
 MZ0083                          STATION RECOVERY (1967)
 MZ0083
 MZ0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 MZ0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0940 ***********************************************************************
 LX0940  DESIGNATION -  H 15
 LX0940  PID         -  LX0940
 LX0940  STATE/COUNTY-  CT/FAIRFIELD
 LX0940  USGS QUAD   -  NORWALK NORTH (1975)
 LX0940
 LX0940                         *CURRENT SURVEY CONTROL
 LX0940  ___________________________________________________________________
 LX0940* NAD 83(1986)-  41 13 00.     (N)    073 25 35.     (W)     SCALED    
 LX0940* NAVD 88     -        69.401  (meters)     227.69   (feet)  ADJUSTED  
 LX0940  ___________________________________________________________________
 LX0940  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0940  DYNAMIC HT  -          69.377 (meters)     227.61  (feet)  COMP
 LX0940  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX0940
 LX0940  VERT ORDER  -  SECOND    CLASS 0
 LX0940
 LX0940.The horizontal coordinates were scaled from a topographic map and have
 LX0940.an estimated accuracy of +/- 6 seconds.
 LX0940
 LX0940.The orthometric height was determined by differential leveling
 LX0940.and adjusted by the National Geodetic Survey in June 1991..
 LX0940
 LX0940.The geoid height was determined by GEOID03.
 LX0940
 LX0940.The dynamic height is computed by dividing the NAVD 88
 LX0940.geopotential number by the normal gravity value computed on the
 LX0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0940.degrees latitude (g = 980.6199 gals.).
 LX0940
 LX0940.The modeled gravity was interpolated from observed gravity values.
 LX0940
 LX0940;                    North         East    Units  Estimated Accuracy
 LX0940;SPC CT       -   195,190.      248,080.      MT  (+/- 180 meters Scaled)
 LX0940
 LX0940                          SUPERSEDED SURVEY CONTROL
 LX0940
 LX0940  NGVD 29 (??/??/92)   69.728  (m)          228.77   (f) ADJ UNCH    2 0
 LX0940
 LX0940.Superseded values are not recommended for survey control.
 LX0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0940.See file dsdata.txt to determine how the superseded data were derived.
 LX0940
 LX0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL319640(NAD 83)
 LX0940_MARKER: DB = BENCH MARK DISK
 LX0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0940_STAMPING: H 15 1935
 LX0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0940+STABILITY: SURFACE MOTION
 LX0940
 LX0940  HISTORY     - Date     Condition        Report By
 LX0940  HISTORY     - 1935     MONUMENTED       CGS
 LX0940  HISTORY     - 1949     GOOD             NGS
 LX0940  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0940  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0940  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0940
 LX0940                          STATION DESCRIPTION
 LX0940
 LX0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 LX0940'AT CANNONDALE.
 LX0940'AT CANNONDALE, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0940'HARTFORD RAILROAD, 20 FEET NORTH OF THE STATION, 4 FEET SOUTH OF
 LX0940'POWER-LINE TOWER 209 W, 20 FEET WEST OF WEST RAIL, AND LEVEL
 LX0940'WITH RAIL.  A STANDARD DISK, STAMPED H 15 1935 AND SET IN THE
 LX0940'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 LX0940
 LX0940                          STATION RECOVERY (1983)
 LX0940
 LX0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0940'MARK NOT FOUND.
 LX0940
 LX0940                          STATION RECOVERY (1984)
 LX0940
 LX0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0940'NOT RECOVERED, A SEARCH WAS MADE AND NO EVIDENCE OF MARK WAS FOUND.
 LX0940
 LX0940                          STATION RECOVERY (1985)
 LX0940
 LX0940'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0701 ***********************************************************************
 LX0701  DESIGNATION -  H 17
 LX0701  PID         -  LX0701
 LX0701  STATE/COUNTY-  CT/LITCHFIELD
 LX0701  USGS QUAD   -  CORNWALL (1984)
 LX0701
 LX0701                         *CURRENT SURVEY CONTROL
 LX0701  ___________________________________________________________________
 LX0701* NAD 83(1986)-  41 51 12.     (N)    073 22 23.     (W)     SCALED    
 LX0701* NAVD 88     -       148.836  (meters)     488.31   (feet)  ADJUSTED  
 LX0701  ___________________________________________________________________
 LX0701  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0701  DYNAMIC HT  -         148.783 (meters)     488.13  (feet)  COMP
 LX0701  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 LX0701
 LX0701  VERT ORDER  -  SECOND    CLASS 0
 LX0701
 LX0701.The horizontal coordinates were scaled from a topographic map and have
 LX0701.an estimated accuracy of +/- 6 seconds.
 LX0701
 LX0701.The orthometric height was determined by differential leveling
 LX0701.and adjusted by the National Geodetic Survey in June 1991..
 LX0701
 LX0701.The geoid height was determined by GEOID03.
 LX0701
 LX0701.The dynamic height is computed by dividing the NAVD 88
 LX0701.geopotential number by the normal gravity value computed on the
 LX0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0701.degrees latitude (g = 980.6199 gals.).
 LX0701
 LX0701.The modeled gravity was interpolated from observed gravity values.
 LX0701
 LX0701;                    North         East    Units  Estimated Accuracy
 LX0701;SPC CT       -   265,870.      253,060.      MT  (+/- 180 meters Scaled)
 LX0701
 LX0701                          SUPERSEDED SURVEY CONTROL
 LX0701
 LX0701  NGVD 29 (??/??/92)  149.070  (m)          489.07   (f) ADJ UNCH    2 0
 LX0701
 LX0701.Superseded values are not recommended for survey control.
 LX0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0701.See file dsdata.txt to determine how the superseded data were derived.
 LX0701
 LX0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM350347(NAD 83)
 LX0701_MARKER: DB = BENCH MARK DISK
 LX0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0701_STAMPING: H 17 1935
 LX0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0701+STABILITY: SURFACE MOTION
 LX0701
 LX0701  HISTORY     - Date     Condition        Report By
 LX0701  HISTORY     - 1935     MONUMENTED       CGS
 LX0701  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0701
 LX0701                          STATION DESCRIPTION
 LX0701
 LX0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0701'1.5 MI S FROM WEST CORNWALL.
 LX0701'1.5 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0701'RAILROAD FROM THE STATION AT WEST CORNWALL, LITCHFIELD COUNTY,
 LX0701'300 FEET NORTH OF A 22-FOOT CUT, 140 FEET NORTHWEST OF POLE
 LX0701'5875, 120 FEET WEST OF THE WEST RAIL, 23 FEET EAST OF THE
 LX0701'CENTERLINE OF AN OLD ROAD, 6 FEET NORTH AND 10 FEET EAST OF THE
 LX0701'SOUTH END OF A STONE WALL, AND 10 FEET LOWER THAN THE RAIL.  A
 LX0701'STANDARD DISK, STAMPED H 17 1935 AND SET IN THE TOP OF A
 LX0701'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LX0701
 LX0701                          STATION RECOVERY (1984)
 LX0701
 LX0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0701'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0520 ***********************************************************************
 LX0520  DESIGNATION -  H 18
 LX0520  PID         -  LX0520
 LX0520  STATE/COUNTY-  CT/HARTFORD
 LX0520  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0520
 LX0520                         *CURRENT SURVEY CONTROL
 LX0520  ___________________________________________________________________
 LX0520* NAD 83(1986)-  41 49 23.     (N)    072 38 44.     (W)     SCALED    
 LX0520* NAVD 88     -        10.147  (meters)      33.29   (feet)  ADJUSTED  
 LX0520  ___________________________________________________________________
 LX0520  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX0520  DYNAMIC HT  -          10.144 (meters)      33.28  (feet)  COMP
 LX0520  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 LX0520
 LX0520  VERT ORDER  -  SECOND    CLASS 0
 LX0520
 LX0520.The horizontal coordinates were scaled from a topographic map and have
 LX0520.an estimated accuracy of +/- 6 seconds.
 LX0520
 LX0520.The orthometric height was determined by differential leveling
 LX0520.and adjusted by the National Geodetic Survey in June 1991..
 LX0520
 LX0520.The geoid height was determined by GEOID03.
 LX0520
 LX0520.The dynamic height is computed by dividing the NAVD 88
 LX0520.geopotential number by the normal gravity value computed on the
 LX0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0520.degrees latitude (g = 980.6199 gals.).
 LX0520
 LX0520.The modeled gravity was interpolated from observed gravity values.
 LX0520
 LX0520;                    North         East    Units  Estimated Accuracy
 LX0520;SPC CT       -   262,330.      313,480.      MT  (+/- 180 meters Scaled)
 LX0520
 LX0520                          SUPERSEDED SURVEY CONTROL
 LX0520
 LX0520  NGVD 29 (??/??/92)   10.392  (m)           34.09   (f) ADJ UNCH    2 0
 LX0520
 LX0520.Superseded values are not recommended for survey control.
 LX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0520.See file dsdata.txt to determine how the superseded data were derived.
 LX0520
 LX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM955328(NAD 83)
 LX0520_MARKER: DB = BENCH MARK DISK
 LX0520_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0520_SP_SET: SIGNAL BASE TOWER
 LX0520_STAMPING: H 18 1935
 LX0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0520
 LX0520  HISTORY     - Date     Condition        Report By
 LX0520  HISTORY     - 1935     MONUMENTED       CGS
 LX0520  HISTORY     - 1967     GOOD             NGS
 LX0520
 LX0520                          STATION DESCRIPTION
 LX0520
 LX0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0520'2.2 MI S FROM WINDSOR.
 LX0520'2.2 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0520'RAILROAD FROM THE STATION AT WINDSOR, HARTFORD COUNTY, 0.8
 LX0520'MILE NORTH OF WILSON, AT THE EXTREME END OF MIDIAN AVENUE
 LX0520'LEADING EAST FROM U.S. HIGHWAY 5 A, ABOUT 120 FEET NORTH OF A
 LX0520'DIRT ROAD CROSSING, IN THE SOUTHEAST CORNER OF THE BASE OF
 LX0520'SIGNAL TOWER 40.9, 8 FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND
 LX0520'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 LX0520'STANDARD DISK, STAMPED H 18 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0723 ***********************************************************************
 LX0723  DESIGNATION -  H 19
 LX0723  PID         -  LX0723
 LX0723  STATE/COUNTY-  CT/LITCHFIELD
 LX0723  USGS QUAD   -  WINSTED (1984)
 LX0723
 LX0723                         *CURRENT SURVEY CONTROL
 LX0723  ___________________________________________________________________
 LX0723* NAD 83(1986)-  41 56 37.     (N)    073 06 45.     (W)     SCALED    
 LX0723* NAVD 88     -       301.789  (meters)     990.12   (feet)  ADJUSTED  
 LX0723  ___________________________________________________________________
 LX0723  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX0723  DYNAMIC HT  -         301.687 (meters)     989.78  (feet)  COMP
 LX0723  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX0723
 LX0723  VERT ORDER  -  FIRST     CLASS II
 LX0723
 LX0723.The horizontal coordinates were scaled from a topographic map and have
 LX0723.an estimated accuracy of +/- 6 seconds.
 LX0723
 LX0723.The orthometric height was determined by differential leveling
 LX0723.and adjusted by the National Geodetic Survey in June 1991..
 LX0723
 LX0723.The geoid height was determined by GEOID03.
 LX0723
 LX0723.The dynamic height is computed by dividing the NAVD 88
 LX0723.geopotential number by the normal gravity value computed on the
 LX0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0723.degrees latitude (g = 980.6199 gals.).
 LX0723
 LX0723.The modeled gravity was interpolated from observed gravity values.
 LX0723
 LX0723;                    North         East    Units  Estimated Accuracy
 LX0723;SPC CT       -   275,770.      274,740.      MT  (+/- 180 meters Scaled)
 LX0723
 LX0723                          SUPERSEDED SURVEY CONTROL
 LX0723
 LX0723  NGVD 29 (??/??/92)  301.984  (m)          990.76   (f) ADJ UNCH    1 2
 LX0723
 LX0723.Superseded values are not recommended for survey control.
 LX0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0723.See file dsdata.txt to determine how the superseded data were derived.
 LX0723
 LX0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM564452(NAD 83)
 LX0723_MARKER: DB = BENCH MARK DISK
 LX0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0723_SP_SET: BRIDGE
 LX0723_STAMPING: H 19 1935
 LX0723_MARK LOGO: CGS   
 LX0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0723
 LX0723  HISTORY     - Date     Condition        Report By
 LX0723  HISTORY     - 1935     MONUMENTED       CGS
 LX0723  HISTORY     - 1936     GOOD             NGS
 LX0723  HISTORY     - 1984     GOOD             NGS
 LX0723  HISTORY     - 1985     GOOD             NGS
 LX0723
 LX0723                          STATION DESCRIPTION
 LX0723
 LX0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LX0723'3.1 MI NW FROM WINSTED.
 LX0723'3.1 MILES NORTHWEST ALONG THE OLD ROADBED OF THE ABANDONED NEW
 LX0723'YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT WINSTED,
 LX0723'LITCHFIELD COUNTY, ABOUT 275 FEET NORTHWEST OF THE CROSSING
 LX0723'OF U.S. HIGHWAY 44, AT A 20-FOOT-SPAN CONCRETE BRIDGE OVER MILL
 LX0723'BROOK, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL,
 LX0723'6 FEET SOUTH OF THE OLD ROADBED, AND ABOUT 1 FOOT LOWER THAN THE
 LX0723'ROADBED.  A STANDARD DISK, STAMPED H 19 1935.
 LX0723
 LX0723                          STATION RECOVERY (1984)
 LX0723
 LX0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0723'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 5.1 KM (3.15 MI)
 LX0723'NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN WINSTED TO THE
 LX0723'MARK ON THE LEFT, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 LX0723'ABUTMENT OF AN ABANDONED RAILROAD BRIDGE ON THE SOUTHWEST BANK OF MILL
 LX0723'BROOK, 48.50 METERS (159.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX0723'HIGHWAY, 0.45 METER (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LX0723'ABUTMENT.
 LX0723'THE MARK IS 1.82 M ABOVE HIGHWAY.
 LX0723
 LX0723                          STATION RECOVERY (1985)
 LX0723
 LX0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0828 ***********************************************************************
 LX0828  DESIGNATION -  H 2
 LX0828  PID         -  LX0828
 LX0828  STATE/COUNTY-  CT/FAIRFIELD
 LX0828  USGS QUAD   -  WESTPORT (1975)
 LX0828
 LX0828                         *CURRENT SURVEY CONTROL
 LX0828  ___________________________________________________________________
 LX0828* NAD 83(1986)-  41 08 33.     (N)    073 15 34.     (W)     SCALED    
 LX0828* NAVD 88     -         6.322  (meters)      20.74   (feet)  ADJUSTED  
 LX0828  ___________________________________________________________________
 LX0828  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX0828  DYNAMIC HT  -           6.320 (meters)      20.73  (feet)  COMP
 LX0828  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 LX0828
 LX0828  VERT ORDER  -  FIRST     CLASS I
 LX0828
 LX0828.The horizontal coordinates were scaled from a topographic map and have
 LX0828.an estimated accuracy of +/- 6 seconds.
 LX0828
 LX0828.The orthometric height was determined by differential leveling
 LX0828.and adjusted by the National Geodetic Survey in June 1991..
 LX0828
 LX0828.The geoid height was determined by GEOID03.
 LX0828
 LX0828.The dynamic height is computed by dividing the NAVD 88
 LX0828.geopotential number by the normal gravity value computed on the
 LX0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0828.degrees latitude (g = 980.6199 gals.).
 LX0828
 LX0828.The modeled gravity was interpolated from observed gravity values.
 LX0828
 LX0828;                    North         East    Units  Estimated Accuracy
 LX0828;SPC CT       -   186,860.      262,030.      MT  (+/- 180 meters Scaled)
 LX0828
 LX0828                          SUPERSEDED SURVEY CONTROL
 LX0828
 LX0828  NGVD 29 (??/??/92)    6.655  (m)           21.83   (f) ADJ UNCH    1 1
 LX0828
 LX0828.Superseded values are not recommended for survey control.
 LX0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0828.See file dsdata.txt to determine how the superseded data were derived.
 LX0828
 LX0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL460560(NAD 83)
 LX0828_MARKER: DB = BENCH MARK DISK
 LX0828_SETTING: 66 = SET IN ROCK OUTCROP
 LX0828_SP_SET: ROCK LEDGE
 LX0828_STAMPING: ELEV 21.834 FT H 2 1922
 LX0828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0828+STABILITY: POSITION/ELEVATION WELL
 LX0828
 LX0828  HISTORY     - Date     Condition        Report By
 LX0828  HISTORY     - 1922     MONUMENTED       CGS
 LX0828  HISTORY     - 1965     GOOD             NGS
 LX0828  HISTORY     - 1982     GOOD             NGS
 LX0828  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0828
 LX0828                          STATION DESCRIPTION
 LX0828
 LX0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0828'AT FAIRFIELD.
 LX0828'AT FAIRFIELD, ALONG THE NY, NH AND H RAILROAD, ABOUT 114 YARDS
 LX0828'WEST OF THE NORTHWEST CORNER OF THE WESTBOUND FAIRFIELD STATION,
 LX0828'SET ON THE TOP OF THE WEST END OF A ROCK LEDGE WHICH IS 20 FEET
 LX0828'LONG, 4 FEET HIGH AND PART OF A HIGH BANK, 137 FEET NORTHEAST
 LX0828'OF ELECTRIC CABLE TOWER NO. 686, 94 FEET NORTH OF AND ACROSS
 LX0828'A BLACK TOP STREET FROM THE NORTH RAIL OF THE MAIN TRACK, 41
 LX0828'FEET NORTH OF THE CENTER LINE OF STREET, 1 FOOT EAST OF THE
 LX0828'WEST END OF THE ROCK AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LX0828'TRACK.
 LX0828
 LX0828                          STATION RECOVERY (1982)
 LX0828
 LX0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0828'RECOVERED IN GOOD CONDITION.
 LX0828
 LX0828                          STATION RECOVERY (1988)
 LX0828
 LX0828'RECOVERY NOTE BY US POWER SQUADRON 1988 (GR)
 LX0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0909 ***********************************************************************
 LX0909  DESIGNATION -  H 3
 LX0909  PID         -  LX0909
 LX0909  STATE/COUNTY-  CT/NEW HAVEN
 LX0909  USGS QUAD   -  MILFORD (1984)
 LX0909
 LX0909                         *CURRENT SURVEY CONTROL
 LX0909  ___________________________________________________________________
 LX0909* NAD 83(1986)-  41 14 02.     (N)    073 01 04.     (W)     SCALED    
 LX0909* NAVD 88     -        12.280  (meters)      40.29   (feet)  ADJUSTED  
 LX0909  ___________________________________________________________________
 LX0909  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0909  DYNAMIC HT  -          12.276 (meters)      40.28  (feet)  COMP
 LX0909  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX0909
 LX0909  VERT ORDER  -  FIRST     CLASS I
 LX0909
 LX0909.The horizontal coordinates were scaled from a topographic map and have
 LX0909.an estimated accuracy of +/- 6 seconds.
 LX0909
 LX0909.The orthometric height was determined by differential leveling
 LX0909.and adjusted by the National Geodetic Survey in June 1991..
 LX0909
 LX0909.The geoid height was determined by GEOID03.
 LX0909
 LX0909.The dynamic height is computed by dividing the NAVD 88
 LX0909.geopotential number by the normal gravity value computed on the
 LX0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0909.degrees latitude (g = 980.6199 gals.).
 LX0909
 LX0909.The modeled gravity was interpolated from observed gravity values.
 LX0909
 LX0909;                    North         East    Units  Estimated Accuracy
 LX0909;SPC CT       -   196,920.      282,350.      MT  (+/- 180 meters Scaled)
 LX0909
 LX0909                          SUPERSEDED SURVEY CONTROL
 LX0909
 LX0909  NGVD 29 (??/??/92)   12.608  (m)           41.36   (f) ADJ UNCH    1 1
 LX0909
 LX0909.Superseded values are not recommended for survey control.
 LX0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0909.See file dsdata.txt to determine how the superseded data were derived.
 LX0909
 LX0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL661666(NAD 83)
 LX0909_MARKER: DB = BENCH MARK DISK
 LX0909_SETTING: 66 = SET IN ROCK OUTCROP
 LX0909_SP_SET: ROCK LEDGE
 LX0909_STAMPING: ELEV 41.365 FT H 3
 LX0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0909+STABILITY: POSITION/ELEVATION WELL
 LX0909
 LX0909  HISTORY     - Date     Condition        Report By
 LX0909  HISTORY     - UNK      MONUMENTED       CGS
 LX0909  HISTORY     - 1965     GOOD             NGS
 LX0909  HISTORY     - 1988     GOOD             USPSQD
 LX0909
 LX0909                          STATION DESCRIPTION
 LX0909
 LX0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0909'2 MI E FROM MILFORD.
 LX0909'2.0 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0909'RAILROAD FROM THE STATION AT MILFORD, ABOUT 0.1 MILE EAST OF AN
 LX0909'OLD CONCRETE BLOCK BUILDING, SET ON TOP OF A LEDGE OF ROCK THAT
 LX0909'IS ABOUT 40 FEET LONG AND 5 FEET HIGH, 119 1/2 FEET EAST OF
 LX0909'ELECTRIC CABLE TOWER NO. 949, 7.8 FEET NORTH OF THE NORTH RAIL
 LX0909'OF THE NORTH TRACK OF FOUR, 9 FEET WEST OF THE EAST END OF CUT
 LX0909'AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.  NOTE-- MARK MAY ALSO
 LX0909'BE REACHED FROM MILFORD BY GOING 0.9 MILE EAST ALONG NEW HAVEN
 LX0909'AVENUE FROM THE INTERSECTION OF GULF STREET, THENCE 0.6 MILE
 LX0909'NORTHEAST ALONG OLD GATE ROAD, THENCE 0.3 MILE SOUTHEAST ALONG
 LX0909'A DIRT ROAD TO TRACK, THENCE ABOUT 0.1 MILE EAST ALONG TRACK.
 LX0909
 LX0909                          STATION RECOVERY (1988)
 LX0909
 LX0909'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1145 ***********************************************************************
 LX1145  DESIGNATION -  H 31
 LX1145  PID         -  LX1145
 LX1145  STATE/COUNTY-  CT/FAIRFIELD
 LX1145  USGS QUAD   -  GLENVILLE (1971)
 LX1145
 LX1145                         *CURRENT SURVEY CONTROL
 LX1145  ___________________________________________________________________
 LX1145* NAD 83(1986)-  41 01 13.     (N)    073 38 32.     (W)     SCALED    
 LX1145* NAVD 88     -        30.079  (meters)      98.68   (feet)  ADJUSTED  
 LX1145  ___________________________________________________________________
 LX1145  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX1145  DYNAMIC HT  -          30.069 (meters)      98.65  (feet)  COMP
 LX1145  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LX1145
 LX1145  VERT ORDER  -  FIRST     CLASS I
 LX1145
 LX1145.The horizontal coordinates were scaled from a topographic map and have
 LX1145.an estimated accuracy of +/- 6 seconds.
 LX1145
 LX1145.The orthometric height was determined by differential leveling
 LX1145.and adjusted by the National Geodetic Survey in June 1991..
 LX1145
 LX1145.The geoid height was determined by GEOID03.
 LX1145
 LX1145.The dynamic height is computed by dividing the NAVD 88
 LX1145.geopotential number by the normal gravity value computed on the
 LX1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1145.degrees latitude (g = 980.6199 gals.).
 LX1145
 LX1145.The modeled gravity was interpolated from observed gravity values.
 LX1145
 LX1145;                    North         East    Units  Estimated Accuracy
 LX1145;SPC CT       -   173,550.      229,760.      MT  (+/- 180 meters Scaled)
 LX1145
 LX1145                          SUPERSEDED SURVEY CONTROL
 LX1145
 LX1145  NGVD 29 (??/??/92)   30.415  (m)           99.79   (f) ADJ UNCH    1 1
 LX1145
 LX1145.Superseded values are not recommended for survey control.
 LX1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1145.See file dsdata.txt to determine how the superseded data were derived.
 LX1145
 LX1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL141418(NAD 83)
 LX1145_MARKER: DB = BENCH MARK DISK
 LX1145_SETTING: 66 = SET IN ROCK OUTCROP
 LX1145_SP_SET: BEDROCK
 LX1145_STAMPING: H 31 1965
 LX1145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1145+STABILITY: POSITION/ELEVATION WELL
 LX1145
 LX1145  HISTORY     - Date     Condition        Report By
 LX1145  HISTORY     - 1965     MONUMENTED       CGS
 LX1145  HISTORY     - 1983     GOOD             NGS
 LX1145
 LX1145                          STATION DESCRIPTION
 LX1145
 LX1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1145'AT GREENWICH.
 LX1145'AT GREENWICH, ABOUT 0.1 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM
 LX1145'THE WEST PUTNAM AVENUE POST OFFICE AT GREENWICH, NEAR THE
 LX1145'INTERSECTION OF OLD PORT ROAD AND THE HIGHWAY, SET ON TOP AND
 LX1145'NEAR THE SOUTHEAST SIDE OF A LARGE MASS OF EXPOSED BEDROCK, 130
 LX1145'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET
 LX1145'NORTHWEST OF THE CENTER LINE OF OLD POST ROAD, 2.5 FEET NORTHWEST
 LX1145'OF THE SOUTHEAST EDGE OF THE EXPOSED PART OF BEDROCK, 27 1/2
 LX1145'FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY TO HOUSE AND
 LX1145'ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX1145
 LX1145                          STATION RECOVERY (1983)
 LX1145
 LX1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1145'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1194 ***********************************************************************
 LX1194  DESIGNATION -  H 32
 LX1194  PID         -  LX1194
 LX1194  STATE/COUNTY-  CT/FAIRFIELD
 LX1194  USGS QUAD   -  STAMFORD (1984)
 LX1194
 LX1194                         *CURRENT SURVEY CONTROL
 LX1194  ___________________________________________________________________
 LX1194* NAD 83(1986)-  41 03 39.     (N)    073 30 25.     (W)     SCALED    
 LX1194* NAVD 88     -         4.341  (meters)      14.24   (feet)  ADJUSTED  
 LX1194  ___________________________________________________________________
 LX1194  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX1194  DYNAMIC HT  -           4.339 (meters)      14.24  (feet)  COMP
 LX1194  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX1194
 LX1194  VERT ORDER  -  FIRST     CLASS I
 LX1194
 LX1194.The horizontal coordinates were scaled from a topographic map and have
 LX1194.an estimated accuracy of +/- 6 seconds.
 LX1194
 LX1194.The orthometric height was determined by differential leveling
 LX1194.and adjusted by the National Geodetic Survey in June 1991..
 LX1194
 LX1194.The geoid height was determined by GEOID03.
 LX1194
 LX1194.The dynamic height is computed by dividing the NAVD 88
 LX1194.geopotential number by the normal gravity value computed on the
 LX1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1194.degrees latitude (g = 980.6199 gals.).
 LX1194
 LX1194.The modeled gravity was interpolated from observed gravity values.
 LX1194
 LX1194;                    North         East    Units  Estimated Accuracy
 LX1194;SPC CT       -   177,940.      241,170.      MT  (+/- 180 meters Scaled)
 LX1194
 LX1194                          SUPERSEDED SURVEY CONTROL
 LX1194
 LX1194  NGVD 29 (??/??/92)    4.679  (m)           15.35   (f) ADJ UNCH    1 1
 LX1194
 LX1194.Superseded values are not recommended for survey control.
 LX1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1194.See file dsdata.txt to determine how the superseded data were derived.
 LX1194
 LX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL254465(NAD 83)
 LX1194_MARKER: DB = BENCH MARK DISK
 LX1194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1194_SP_SET: BRIDGE
 LX1194_STAMPING: H 32 1965
 LX1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1194
 LX1194  HISTORY     - Date     Condition        Report By
 LX1194  HISTORY     - 1965     MONUMENTED       CGS
 LX1194  HISTORY     - 1983     GOOD             NGS
 LX1194  HISTORY     - 1987     GOOD             USPSQD
 LX1194  HISTORY     - 1989     GOOD             USPSQD
 LX1194  HISTORY     - 19930402 GOOD             USPSQD
 LX1194
 LX1194                          STATION DESCRIPTION
 LX1194
 LX1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1194'1.8 MI E FROM STAMFORD.
 LX1194'1.85 MILES EAST ALONG U.S. HIGHWAY 1 FROM ITS INTERSECTION
 LX1194'WITH ATLANTIC AVENUE AT STAMFORD, AT THE EAST CITY LIMIT OF
 LX1194'STAMFORD, AT THE INTERSECTION OF BROOKSIDE ROAD AND THE HIGHWAY,
 LX1194'SET ON THE TOP OF CONCRETE WING WALL AT THE NORTHEAST CORNER OF
 LX1194'THE U.S. HIGHWAY 1 BRIDGE OVER NOROTON RIVER, 44 FEET WEST OF
 LX1194'THE CENTER LINE OF BROOKSIDE ROAD, 3.5 FEET NORTH OF THE
 LX1194'NORTH CURB OF THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE
 LX1194'HIGHWAY.
 LX1194
 LX1194                          STATION RECOVERY (1983)
 LX1194
 LX1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1194'RECOVERED IN GOOD CONDITION.
 LX1194
 LX1194                          STATION RECOVERY (1987)
 LX1194
 LX1194'RECOVERY NOTE BY US POWER SQUADRON 1987 (SKH)
 LX1194'RECOVERED IN GOOD CONDITION.
 LX1194
 LX1194                          STATION RECOVERY (1989)
 LX1194
 LX1194'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1194'RECOVERED IN GOOD CONDITION.
 LX1194
 LX1194                          STATION RECOVERY (1993)
 LX1194
 LX1194'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0818 ***********************************************************************
 LX0818  DESIGNATION -  H 33
 LX0818  PID         -  LX0818
 LX0818  STATE/COUNTY-  CT/FAIRFIELD
 LX0818  USGS QUAD   -  WESTPORT (1975)
 LX0818
 LX0818                         *CURRENT SURVEY CONTROL
 LX0818  ___________________________________________________________________
 LX0818* NAD 83(1986)-  41 07 37.     (N)    073 18 11.     (W)     SCALED    
 LX0818* NAVD 88     -        12.386  (meters)      40.64   (feet)  ADJUSTED  
 LX0818  ___________________________________________________________________
 LX0818  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX0818  DYNAMIC HT  -          12.382 (meters)      40.62  (feet)  COMP
 LX0818  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 LX0818
 LX0818  VERT ORDER  -  FIRST     CLASS I
 LX0818
 LX0818.The horizontal coordinates were scaled from a topographic map and have
 LX0818.an estimated accuracy of +/- 6 seconds.
 LX0818
 LX0818.The orthometric height was determined by differential leveling
 LX0818.and adjusted by the National Geodetic Survey in June 1991..
 LX0818
 LX0818.The geoid height was determined by GEOID03.
 LX0818
 LX0818.The dynamic height is computed by dividing the NAVD 88
 LX0818.geopotential number by the normal gravity value computed on the
 LX0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0818.degrees latitude (g = 980.6199 gals.).
 LX0818
 LX0818.The modeled gravity was interpolated from observed gravity values.
 LX0818
 LX0818;                    North         East    Units  Estimated Accuracy
 LX0818;SPC CT       -   185,160.      258,360.      MT  (+/- 180 meters Scaled)
 LX0818
 LX0818                          SUPERSEDED SURVEY CONTROL
 LX0818
 LX0818  NGVD 29 (??/??/92)   12.718  (m)           41.73   (f) ADJ UNCH    1 1
 LX0818
 LX0818.Superseded values are not recommended for survey control.
 LX0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0818.See file dsdata.txt to determine how the superseded data were derived.
 LX0818
 LX0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL424542(NAD 83)
 LX0818_MARKER: DB = BENCH MARK DISK
 LX0818_SETTING: 66 = SET IN ROCK OUTCROP
 LX0818_SP_SET: ROCK LEDGE
 LX0818_STAMPING: H 33 1965
 LX0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0818+STABILITY: POSITION/ELEVATION WELL
 LX0818
 LX0818  HISTORY     - Date     Condition        Report By
 LX0818  HISTORY     - 1965     MONUMENTED       CGS
 LX0818  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0818  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0818
 LX0818                          STATION DESCRIPTION
 LX0818
 LX0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0818'1.2 MI W FROM SOUTHPORT.
 LX0818'1.0 MILE SOUTHWEST ALONG PEQUOT AVENUE FROM THE POST OFFICE AT
 LX0818'SOUTHPORT, THENCE 0.25 MILE NORTHWEST ALONG SASCO CREEK ROAD,
 LX0818'ALSO ABOUT 0.6 MILE NORTHEAST ALONG GREENS FARMS ROAD FROM
 LX0818'THE JUNCTION OF NEW CREEK ROAD AT GREENS FARMS, THENCE 0.2 MILE
 LX0818'SOUTHEAST ALONG SASCO CREEK ROAD, SET ON THE TOP OF A ROCK LEDGE
 LX0818'THAT IS ABOUT 0.5 MILE LONG IN LENGHT, ALONG THE NORTHWEST SIDE
 LX0818'OF THE CONNECTICUT TURNPIKE, 79 FEET WEST OF THE WEST CORNER OF
 LX0818'THE SCASCO CREEK ROAD OVERPASS OVER THE CONNECTICUT TURNPIKE,
 LX0818'39 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND 1 FOOT
 LX0818'ABOVE THE LEVEL OF THE ROAD.
 LX0818
 LX0818                          STATION RECOVERY (1983)
 LX0818
 LX0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0818'MARK NOT FOUND.
 LX0818
 LX0818                          STATION RECOVERY (1988)
 LX0818
 LX0818'RECOVERY NOTE BY US POWER SQUADRON 1988 (BS)
 LX0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0910 ***********************************************************************
 LX0910  DESIGNATION -  H 34
 LX0910  PID         -  LX0910
 LX0910  STATE/COUNTY-  CT/NEW HAVEN
 LX0910  USGS QUAD   -  MILFORD (1984)
 LX0910
 LX0910                         *CURRENT SURVEY CONTROL
 LX0910  ___________________________________________________________________
 LX0910* NAD 83(1986)-  41 14 17.     (N)    073 01 20.     (W)     SCALED    
 LX0910* NAVD 88     -        13.461  (meters)      44.16   (feet)  ADJUSTED  
 LX0910  ___________________________________________________________________
 LX0910  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0910  DYNAMIC HT  -          13.457 (meters)      44.15  (feet)  COMP
 LX0910  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX0910
 LX0910  VERT ORDER  -  FIRST     CLASS I
 LX0910
 LX0910.The horizontal coordinates were scaled from a topographic map and have
 LX0910.an estimated accuracy of +/- 6 seconds.
 LX0910
 LX0910.The orthometric height was determined by differential leveling
 LX0910.and adjusted by the National Geodetic Survey in June 1991..
 LX0910
 LX0910.The geoid height was determined by GEOID03.
 LX0910
 LX0910.The dynamic height is computed by dividing the NAVD 88
 LX0910.geopotential number by the normal gravity value computed on the
 LX0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0910.degrees latitude (g = 980.6199 gals.).
 LX0910
 LX0910.The modeled gravity was interpolated from observed gravity values.
 LX0910
 LX0910;                    North         East    Units  Estimated Accuracy
 LX0910;SPC CT       -   197,380.      281,980.      MT  (+/- 180 meters Scaled)
 LX0910
 LX0910                          SUPERSEDED SURVEY CONTROL
 LX0910
 LX0910  NGVD 29 (??/??/92)   13.789  (m)           45.24   (f) ADJ UNCH    1 1
 LX0910
 LX0910.Superseded values are not recommended for survey control.
 LX0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0910.See file dsdata.txt to determine how the superseded data were derived.
 LX0910
 LX0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL657670(NAD 83)
 LX0910_MARKER: DB = BENCH MARK DISK
 LX0910_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0910_SP_SET: ABUTMENT
 LX0910_STAMPING: H 34 1965
 LX0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0910
 LX0910  HISTORY     - Date     Condition        Report By
 LX0910  HISTORY     - 1965     MONUMENTED       CGS
 LX0910  HISTORY     - 1985     GOOD             USPSQD
 LX0910  HISTORY     - 1988     GOOD             USPSQD
 LX0910
 LX0910                          STATION DESCRIPTION
 LX0910
 LX0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0910'AT MILFORD.
 LX0910'AT MILFORD, ABOUT 0.3 MILE SOUTHEAST ALONG ROSE MILL ROAD FROM
 LX0910'THE PARCEL POST STATION POST OFFICE AT MILFORD, THENCE 0.35
 LX0910'MILE SOUTH ALONG WOODMONT ROAD, ABOUT 55 YARDS NORTH OF THE
 LX0910'INTERSECTION OF WOODMONT ROAD AND OLD GATE LANE, SET VERTICALLY
 LX0910'IN THE WEST FACE OF THE SOUTH END OF EAST ABUTMENT OF THE
 LX0910'CONNECTICUT TURNPIKE OVERPASS OVER WOODMONT ROAD, 9 FEET EAST
 LX0910'OF THE EAST CURB OF THE ROAD, 1.5 FEET NORTH OF THE SOUTH END OF
 LX0910'THE ABUTMENT AND 2.3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX0910
 LX0910                          STATION RECOVERY (1985)
 LX0910
 LX0910'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0910'RECOVERED IN GOOD CONDITION.
 LX0910
 LX0910                          STATION RECOVERY (1988)
 LX0910
 LX0910'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0413 ***********************************************************************
 LX0413  DESIGNATION -  H 35
 LX0413  PID         -  LX0413
 LX0413  STATE/COUNTY-  CT/NEW HAVEN
 LX0413  USGS QUAD   -  BRANFORD (1984)
 LX0413
 LX0413                         *CURRENT SURVEY CONTROL
 LX0413  ___________________________________________________________________
 LX0413* NAD 83(1986)-  41 16 40.     (N)    072 48 12.     (W)     SCALED    
 LX0413* NAVD 88     -         3.826  (meters)      12.55   (feet)  ADJUSTED  
 LX0413  ___________________________________________________________________
 LX0413  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX0413  DYNAMIC HT  -           3.824 (meters)      12.55  (feet)  COMP
 LX0413  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LX0413
 LX0413  VERT ORDER  -  FIRST     CLASS I
 LX0413
 LX0413.The horizontal coordinates were scaled from a topographic map and have
 LX0413.an estimated accuracy of +/- 6 seconds.
 LX0413
 LX0413.The orthometric height was determined by differential leveling
 LX0413.and adjusted by the National Geodetic Survey in June 1991..
 LX0413
 LX0413.The geoid height was determined by GEOID03.
 LX0413
 LX0413.The dynamic height is computed by dividing the NAVD 88
 LX0413.geopotential number by the normal gravity value computed on the
 LX0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0413.degrees latitude (g = 980.6199 gals.).
 LX0413
 LX0413.The modeled gravity was interpolated from observed gravity values.
 LX0413
 LX0413;                    North         East    Units  Estimated Accuracy
 LX0413;SPC CT       -   201,760.      300,330.      MT  (+/- 180 meters Scaled)
 LX0413
 LX0413                          SUPERSEDED SURVEY CONTROL
 LX0413
 LX0413  NGVD 29 (??/??/92)    4.138  (m)           13.58   (f) ADJ UNCH    1 1
 LX0413
 LX0413.Superseded values are not recommended for survey control.
 LX0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0413.See file dsdata.txt to determine how the superseded data were derived.
 LX0413
 LX0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL839719(NAD 83)
 LX0413_MARKER: DB = BENCH MARK DISK
 LX0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0413_SP_SET: BRIDGE
 LX0413_STAMPING: H 35 1965
 LX0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0413
 LX0413  HISTORY     - Date     Condition        Report By
 LX0413  HISTORY     - 1965     MONUMENTED       CGS
 LX0413  HISTORY     - 19910316 GOOD             USPSQD
 LX0413  HISTORY     - 19950728 GOOD             USPSQD
 LX0413
 LX0413                          STATION DESCRIPTION
 LX0413
 LX0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0413'AT BRANFORD.
 LX0413'AT BRANFORD, ABOUT 0.4 MILE SOUTH ALONG MONTOWESE STREET FROM
 LX0413'THE POST OFFICE AT BRANFORD, THENCE 0.1 MILE SOUTHEAST ALONG
 LX0413'DAMASCUS ROAD, SET ON THE TOP OF THE NORTHWEST END OF THE
 LX0413'PEDESTRAIN WALK ALONG THE SOUTHWEST SIDE OF THE 75-FOOT CONCRETE
 LX0413'BRIDGE OVER THE BRANFORD RIVER, 4 1/2 FEET SOUTHWEST OF THE
 LX0413'SOUTHWEST CURB OF THE ROAD, 1.3 FEET SOUTHEAST OF THE NORTHWEST
 LX0413'END OF THE WALKWAY AND IS DIRECTLY OVER THE NORTHWEST BRIDGE
 LX0413'ABUTMENT.
 LX0413
 LX0413                          STATION RECOVERY (1991)
 LX0413
 LX0413'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0413'RECOVERED IN GOOD CONDITION.
 LX0413
 LX0413                          STATION RECOVERY (1995)
 LX0413
 LX0413'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0437 ***********************************************************************
 LX0437  DESIGNATION -  H 36
 LX0437  PID         -  LX0437
 LX0437  STATE/COUNTY-  CT/NEW HAVEN
 LX0437  USGS QUAD   -  GUILFORD (1984)
 LX0437
 LX0437                         *CURRENT SURVEY CONTROL
 LX0437  ___________________________________________________________________
 LX0437* NAD 83(1986)-  41 17 11.     (N)    072 40 16.     (W)     SCALED    
 LX0437* NAVD 88     -         7.369  (meters)      24.18   (feet)  ADJUSTED  
 LX0437  ___________________________________________________________________
 LX0437  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX0437  DYNAMIC HT  -           7.366 (meters)      24.17  (feet)  COMP
 LX0437  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 LX0437
 LX0437  VERT ORDER  -  FIRST     CLASS I
 LX0437
 LX0437.The horizontal coordinates were scaled from a topographic map and have
 LX0437.an estimated accuracy of +/- 6 seconds.
 LX0437
 LX0437.The orthometric height was determined by differential leveling
 LX0437.and adjusted by the National Geodetic Survey in June 1991..
 LX0437
 LX0437.The geoid height was determined by GEOID03.
 LX0437
 LX0437.The dynamic height is computed by dividing the NAVD 88
 LX0437.geopotential number by the normal gravity value computed on the
 LX0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0437.degrees latitude (g = 980.6199 gals.).
 LX0437
 LX0437.The modeled gravity was interpolated from observed gravity values.
 LX0437
 LX0437;                    North         East    Units  Estimated Accuracy
 LX0437;SPC CT       -   202,720.      311,410.      MT  (+/- 180 meters Scaled)
 LX0437
 LX0437                          SUPERSEDED SURVEY CONTROL
 LX0437
 LX0437  NGVD 29 (??/??/92)    7.675  (m)           25.18   (f) ADJ UNCH    1 1
 LX0437
 LX0437.Superseded values are not recommended for survey control.
 LX0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0437.See file dsdata.txt to determine how the superseded data were derived.
 LX0437
 LX0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL950731(NAD 83)
 LX0437_MARKER: DB = BENCH MARK DISK
 LX0437_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0437_SP_SET: UNSPECIFIED ROCK
 LX0437_STAMPING: H 36 1965
 LX0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0437
 LX0437  HISTORY     - Date     Condition        Report By
 LX0437  HISTORY     - 1965     MONUMENTED       CGS
 LX0437  HISTORY     - 1989     GOOD             USPSQD
 LX0437  HISTORY     - 19910317 GOOD             USPSQD
 LX0437
 LX0437                          STATION DESCRIPTION
 LX0437
 LX0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0437'AT GUILFORD.
 LX0437'AT GUILFORD, ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 146 FROM
 LX0437'THE POST OFFICE, ALONG THE SOUTHWEST SIDE OF A RESIDENCE AT 269
 LX0437'BOSTON STREET, SET ON THE TOP OF THE NORTH CORNER OF A VERY
 LX0437'LARGE MASS OF ROCK WHICH IS ABOUT 20 FEET HIGH AT THE HIGHEST
 LX0437'POINT, 45 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LX0437'6 1/2 FEET SOUTHEAST OF THE NORTH CORNER OF THE ROCK, 1 FOOT
 LX0437'SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK AND 4 FEET ABOVE
 LX0437'THE LEVEL OF THE HIGHWAY.
 LX0437
 LX0437                          STATION RECOVERY (1989)
 LX0437
 LX0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (RJS)
 LX0437'RECOVERED IN GOOD CONDITION.
 LX0437
 LX0437                          STATION RECOVERY (1991)
 LX0437
 LX0437'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0086 ***********************************************************************
 LX0086  DESIGNATION -  H 37
 LX0086  PID         -  LX0086
 LX0086  STATE/COUNTY-  CT/MIDDLESEX
 LX0086  USGS QUAD   -  ESSEX (1977)
 LX0086
 LX0086                         *CURRENT SURVEY CONTROL
 LX0086  ___________________________________________________________________
 LX0086* NAD 83(1986)-  41 17 25.     (N)    072 23 07.     (W)     SCALED    
 LX0086* NAVD 88     -         3.353  (meters)      11.00   (feet)  ADJUSTED  
 LX0086  ___________________________________________________________________
 LX0086  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX0086  DYNAMIC HT  -           3.352 (meters)      11.00  (feet)  COMP
 LX0086  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX0086
 LX0086  VERT ORDER  -  FIRST     CLASS I
 LX0086
 LX0086.The horizontal coordinates were scaled from a topographic map and have
 LX0086.an estimated accuracy of +/- 6 seconds.
 LX0086
 LX0086.The orthometric height was determined by differential leveling
 LX0086.and adjusted by the National Geodetic Survey in June 1991..
 LX0086
 LX0086.The geoid height was determined by GEOID03.
 LX0086
 LX0086.The dynamic height is computed by dividing the NAVD 88
 LX0086.geopotential number by the normal gravity value computed on the
 LX0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0086.degrees latitude (g = 980.6199 gals.).
 LX0086
 LX0086.The modeled gravity was interpolated from observed gravity values.
 LX0086
 LX0086;                    North         East    Units  Estimated Accuracy
 LX0086;SPC CT       -   203,210.      335,350.      MT  (+/- 180 meters Scaled)
 LX0086
 LX0086                          SUPERSEDED SURVEY CONTROL
 LX0086
 LX0086  NGVD 29 (??/??/92)    3.663  (m)           12.02   (f) ADJ UNCH    1 1
 LX0086
 LX0086.Superseded values are not recommended for survey control.
 LX0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0086.See file dsdata.txt to determine how the superseded data were derived.
 LX0086
 LX0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL189742(NAD 83)
 LX0086_MARKER: DB = BENCH MARK DISK
 LX0086_SETTING: 66 = SET IN ROCK OUTCROP
 LX0086_SP_SET: BEDROCK
 LX0086_STAMPING: H 37 1965
 LX0086_MARK LOGO: CGS   
 LX0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0086+STABILITY: POSITION/ELEVATION WELL
 LX0086
 LX0086  HISTORY     - Date     Condition        Report By
 LX0086  HISTORY     - 1965     MONUMENTED       CGS
 LX0086  HISTORY     - 1984     GOOD             NGS
 LX0086  HISTORY     - 1988     GOOD             USPSQD
 LX0086  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0086  HISTORY     - 1989     GOOD             USPSQD
 LX0086  HISTORY     - 1990     GOOD             USPSQD
 LX0086  HISTORY     - 19970118 GOOD             USPSQD
 LX0086  HISTORY     - 20010227 POOR             USPSQD
 LX0086
 LX0086                          STATION DESCRIPTION
 LX0086
 LX0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0086'AT OLD SAYBROOK.
 LX0086'AT OLD SAYBROOK, ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 1 FROM
 LX0086'THE WAR MONUMENT AT OLD SAYBROOK, SET ON THE TOP OF THE NORTHWEST
 LX0086'EDGE OF SLOPING FACE OF A LARGE MASS OF BEDROCK, 84 FEET SOUTHEAST
 LX0086'OF THE CENTER LINE OF THE HIGHWAY, 119 FEET SOUTHWEST OF THE
 LX0086'CENTER LINE OF LODGE ROAD, 2 1/2 FEET SOUTHEAST OF THE NORTHWEST
 LX0086'EDGE OF ROCK AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0086
 LX0086                          STATION RECOVERY (1984)
 LX0086
 LX0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0086'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN OLD SAYBROOK,
 LX0086'1.4 KM (0.9 MI) WEST ALONG U.S. HIGHWAY 1 FROM THE HIGHWAY BRIDGE OVER
 LX0086'THE AMTRAK RAILROAD TO THE MARK ON THE LEFT, 25.6 METERS (84.0 FT)
 LX0086'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FT) SOUTH OF A
 LX0086'EVERGREEN TREE.
 LX0086'THE MARK IS 4.5 METERS  W FROM A WITNESS POST.
 LX0086'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX0086
 LX0086                          STATION RECOVERY (1988)
 LX0086
 LX0086'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0086'RECOVERED IN GOOD CONDITION.
 LX0086
 LX0086                          STATION RECOVERY (1988)
 LX0086
 LX0086'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0086'MARK NOT FOUND.
 LX0086
 LX0086                          STATION RECOVERY (1989)
 LX0086
 LX0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0086'RECOVERED IN GOOD CONDITION.
 LX0086
 LX0086                          STATION RECOVERY (1990)
 LX0086
 LX0086'RECOVERY NOTE BY US POWER SQUADRON 1990 (JA)
 LX0086'RECOVERED IN GOOD CONDITION.
 LX0086
 LX0086                          STATION RECOVERY (1997)
 LX0086
 LX0086'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0086'RECOVERED IN GOOD CONDITION.
 LX0086
 LX0086                          STATION RECOVERY (2001)
 LX0086
 LX0086'RECOVERY NOTE BY US POWER SQUADRON 2001
 LX0086'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0139 ***********************************************************************
 LX0139  DESIGNATION -  H 38
 LX0139  PID         -  LX0139
 LX0139  STATE/COUNTY-  CT/NEW LONDON
 LX0139  USGS QUAD   -  NIANTIC (1983)
 LX0139
 LX0139                         *CURRENT SURVEY CONTROL
 LX0139  ___________________________________________________________________
 LX0139* NAD 83(1986)-  41 20 07.     (N)    072 09 10.     (W)     SCALED    
 LX0139* NAVD 88     -        40.635  (meters)     133.32   (feet)  ADJUSTED  
 LX0139  ___________________________________________________________________
 LX0139  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0139  DYNAMIC HT  -          40.621 (meters)     133.27  (feet)  COMP
 LX0139  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX0139
 LX0139  VERT ORDER  -  FIRST     CLASS I
 LX0139
 LX0139.The horizontal coordinates were scaled from a topographic map and have
 LX0139.an estimated accuracy of +/- 6 seconds.
 LX0139
 LX0139.The orthometric height was determined by differential leveling
 LX0139.and adjusted by the National Geodetic Survey in June 1991..
 LX0139
 LX0139.The geoid height was determined by GEOID03.
 LX0139
 LX0139.The dynamic height is computed by dividing the NAVD 88
 LX0139.geopotential number by the normal gravity value computed on the
 LX0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0139.degrees latitude (g = 980.6199 gals.).
 LX0139
 LX0139.The modeled gravity was interpolated from observed gravity values.
 LX0139
 LX0139;                    North         East    Units  Estimated Accuracy
 LX0139;SPC CT       -   208,320.      354,790.      MT  (+/- 180 meters Scaled)
 LX0139
 LX0139                          SUPERSEDED SURVEY CONTROL
 LX0139
 LX0139  NGVD 29 (??/??/92)   40.937  (m)          134.31   (f) ADJ UNCH    1 1
 LX0139
 LX0139.Superseded values are not recommended for survey control.
 LX0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0139.See file dsdata.txt to determine how the superseded data were derived.
 LX0139
 LX0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL382798(NAD 83)
 LX0139_MARKER: DB = BENCH MARK DISK
 LX0139_SETTING: 66 = SET IN ROCK OUTCROP
 LX0139_SP_SET: BEDROCK
 LX0139_STAMPING: H 38 1965
 LX0139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0139+STABILITY: POSITION/ELEVATION WELL
 LX0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0139+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0139
 LX0139  HISTORY     - Date     Condition        Report By
 LX0139  HISTORY     - 1965     MONUMENTED       CGS
 LX0139  HISTORY     - 1984     GOOD             USPSQD
 LX0139  HISTORY     - 1988     GOOD             USPSQD
 LX0139  HISTORY     - 1989     GOOD             USPSQD
 LX0139  HISTORY     - 20010415 GOOD             USPSQD
 LX0139
 LX0139                          STATION DESCRIPTION
 LX0139
 LX0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0139'0.6 MI SW FROM WATERFORD.
 LX0139'ABOUT 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 156 FROM THE FIRST
 LX0139'BAPTIST CHURCH AT WATERFORD, NEAR THE INTERSECTION OF GALLUP
 LX0139'LANE, 105 FEET NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND
 LX0139'THE ENTRANCE DRIVE TO ST PAULS CHURCH, SET ON TOP AND 9 1/2 FEET
 LX0139'WEST OF THE EAST END OF A LARGE MASS OF EXPOSED BEDROCK, 126
 LX0139'FEET EAST OF THE CENTER LINE OF GALLUP LANE, 38 FEET NORTH OF
 LX0139'THE CENTER LINE OF THE HIGHWAY, 10 1/2 FEET NORTH OF POWER LINE
 LX0139'BRACE POLE NO. 70 S, 19 FEET SOUTH OF A CONCRETE RETAINING
 LX0139'WALL AROUND A LAWN AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LX0139'HIGHWAY.
 LX0139
 LX0139                          STATION RECOVERY (1984)
 LX0139
 LX0139'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0139'RECOVERED IN GOOD CONDITION.
 LX0139
 LX0139                          STATION RECOVERY (1988)
 LX0139
 LX0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0139'RECOVERED IN GOOD CONDITION.
 LX0139
 LX0139                          STATION RECOVERY (1989)
 LX0139
 LX0139'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0139'RECOVERED IN GOOD CONDITION.
 LX0139
 LX0139                          STATION RECOVERY (2001)
 LX0139
 LX0139'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0432 ***********************************************************************
 LX0432  DESIGNATION -  H 4
 LX0432  PID         -  LX0432
 LX0432  STATE/COUNTY-  CT/NEW HAVEN
 LX0432  USGS QUAD   -  GUILFORD (1984)
 LX0432
 LX0432                         *CURRENT SURVEY CONTROL
 LX0432  ___________________________________________________________________
 LX0432* NAD 83(1986)-  41 16 18.     (N)    072 41 20.     (W)     SCALED    
 LX0432* NAVD 88     -         4.055  (meters)      13.30   (feet)  POSTED    
 LX0432  ___________________________________________________________________
 LX0432  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX0432  DYNAMIC HT  -           4.050 (meters)      13.29  (feet)  COMP
 LX0432  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 LX0432
 LX0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0432
 LX0432.The horizontal coordinates were scaled from a topographic map and have
 LX0432.an estimated accuracy of +/- 6 seconds.
 LX0432
 LX0432.The orthometric height was determined by differential leveling
 LX0432.and adjusted by the National Geodetic Survey in 1992..
 LX0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0432.rate of 0.0 thru 1.0 mm/km.
 LX0432
 LX0432.The geoid height was determined by GEOID03.
 LX0432
 LX0432.The dynamic height is computed by dividing the NAVD 88
 LX0432.geopotential number by the normal gravity value computed on the
 LX0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0432.degrees latitude (g = 980.6199 gals.).
 LX0432
 LX0432.The modeled gravity was interpolated from observed gravity values.
 LX0432
 LX0432;                    North         East    Units  Estimated Accuracy
 LX0432;SPC CT       -   201,080.      309,920.      MT  (+/- 180 meters Scaled)
 LX0432
 LX0432                          SUPERSEDED SURVEY CONTROL
 LX0432
 LX0432.No superseded survey control is available for this station.
 LX0432
 LX0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL935714(NAD 83)
 LX0432_MARKER: DB = BENCH MARK DISK
 LX0432_SETTING: 80 = SET IN A BOULDER
 LX0432_SP_SET: BOULDER
 LX0432_STAMPING: 14.314 FT H 4 1922
 LX0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0432+STABILITY: SURFACE MOTION
 LX0432
 LX0432  HISTORY     - Date     Condition        Report By
 LX0432  HISTORY     - 1922     MONUMENTED       CGS
 LX0432  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0432
 LX0432                          STATION DESCRIPTION
 LX0432
 LX0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0432'0.9 MI W FROM GUILFORD.
 LX0432'0.9 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0432'RAILROAD FROM GUILFORD, NEW HAVEN COUNTY, 19 RAILS EAST OF
 LX0432'BRIDGE 15.79 OVER THE TRACKS AT A ROAD LEADING TO MULBERRY
 LX0432'POINT, 45 YARDS NORTH OF THE NORTH RAIL, AND IN A BOULDER ON THE
 LX0432'NORTH SIDE OF A ROCK LEDGE.  A STANDARD DISK, STAMPED 14.314 FT H
 LX0432'4 1922.  NOTE-- THE LOCATION OF THE RAILROAD HAS BEEN SHIFTED
 LX0432'MORE THAN 100 FEET SOUTH OF ITS FORMER BED.  NOTE-- IT MAY
 LX0432'POSSIBLY BE COVERED BY TALUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1677 ***********************************************************************
 LX1677  DESIGNATION -  H 49
 LX1677  PID         -  LX1677
 LX1677  STATE/COUNTY-  CT/HARTFORD
 LX1677  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1677
 LX1677                         *CURRENT SURVEY CONTROL
 LX1677  ___________________________________________________________________
 LX1677* NAD 83(1986)-  41 57 56.     (N)    072 39 17.     (W)     SCALED    
 LX1677* NAVD 88     -        34.340  (meters)     112.66   (feet)  ADJUSTED  
 LX1677  ___________________________________________________________________
 LX1677  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX1677  DYNAMIC HT  -          34.330 (meters)     112.63  (feet)  COMP
 LX1677  MODELED GRAV-     980,336.6   (mgal)                       NAVD 88
 LX1677
 LX1677  VERT ORDER  -  FIRST     CLASS II
 LX1677
 LX1677.The horizontal coordinates were scaled from a topographic map and have
 LX1677.an estimated accuracy of +/- 6 seconds.
 LX1677
 LX1677.The orthometric height was determined by differential leveling
 LX1677.and adjusted by the National Geodetic Survey in June 1991..
 LX1677
 LX1677.The geoid height was determined by GEOID03.
 LX1677
 LX1677.The dynamic height is computed by dividing the NAVD 88
 LX1677.geopotential number by the normal gravity value computed on the
 LX1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1677.degrees latitude (g = 980.6199 gals.).
 LX1677
 LX1677.The modeled gravity was interpolated from observed gravity values.
 LX1677
 LX1677;                    North         East    Units  Estimated Accuracy
 LX1677;SPC CT       -   278,150.      312,700.      MT  (+/- 180 meters Scaled)
 LX1677
 LX1677                          SUPERSEDED SURVEY CONTROL
 LX1677
 LX1677.No superseded survey control is available for this station.
 LX1677
 LX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM943486(NAD 83)
 LX1677_MARKER: DB = BENCH MARK DISK
 LX1677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1677_SP_SET: BRIDGE
 LX1677_STAMPING: H 49 1978
 LX1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1677
 LX1677  HISTORY     - Date     Condition        Report By
 LX1677  HISTORY     - 1978     MONUMENTED       NGS
 LX1677
 LX1677                          STATION DESCRIPTION
 LX1677
 LX1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1677'1.15 MI SOUTH FROM SUFFIELD.
 LX1677'0.65 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE CIVIL WAR MONUMENT
 LX1677'AT THE JUNCTION OF STATE HIGHWAYS 75 AND 190 IN SUFFIELD TO THE
 LX1677'JUNCTION OF HIGHWAY 75 AND SUFFIELD STREET, THENCE 0.5 MILE SOUTH-
 LX1677'EAST ALONG SUFFIELD STREET TO A BRIDGE OVER STONY BROOK, SET IN THE
 LX1677'TOP OF THE LARGE CONCRETE SUPPORT AT THE SOUTHWEST CORNER OF THE
 LX1677'BRIDGE, 0.65 MILE ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1677'WINDSOR LOCKS TO THE JUNCTION OF HIGHWAY 159 AND SUFFIELD STREET,
 LX1677'THENCE 2.45 MILES NORTHWEST OF POWER POLE NUMBER 4680, 14 FEET
 LX1677'SOUTHWEST OF THE CENTER LINE OF SUFFIELD STREET, 3 FEET SOUTHWEST
 LX1677'OF SOUTHWEST METAL RAIL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1652 ***********************************************************************
 LX1652  DESIGNATION -  H 50
 LX1652  PID         -  LX1652
 LX1652  STATE/COUNTY-  CT/HARTFORD
 LX1652  USGS QUAD   -  NEW BRITAIN (1992)
 LX1652
 LX1652                         *CURRENT SURVEY CONTROL
 LX1652  ___________________________________________________________________
 LX1652* NAD 83(1986)-  41 40 13.     (N)    072 46 33.     (W)     SCALED    
 LX1652* NAVD 88     -        49.748  (meters)     163.21   (feet)  ADJUSTED  
 LX1652  ___________________________________________________________________
 LX1652  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX1652  DYNAMIC HT  -          49.733 (meters)     163.17  (feet)  COMP
 LX1652  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 LX1652  OBS GRAVITY -     980,321.9   (mgal)                       GRAV_OBS
 LX1652
 LX1652  VERT ORDER  -  FIRST     CLASS II
 LX1652
 LX1652.The horizontal coordinates were scaled from a topographic map and have
 LX1652.an estimated accuracy of +/- 6 seconds.
 LX1652
 LX1652.The orthometric height was determined by differential leveling
 LX1652.and adjusted by the National Geodetic Survey in June 1991..
 LX1652
 LX1652.The geoid height was determined by GEOID03.
 LX1652
 LX1652.The dynamic height is computed by dividing the NAVD 88
 LX1652.geopotential number by the normal gravity value computed on the
 LX1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1652.degrees latitude (g = 980.6199 gals.).
 LX1652
 LX1652.The modeled gravity was interpolated from observed gravity values.
 LX1652.The observed gravity was obtained from relative gravimeter ties
 LX1652.to the IGSN71 gravity network.
 LX1652
 LX1652;                    North         East    Units  Estimated Accuracy
 LX1652;SPC CT       -   245,350.      302,650.      MT  (+/- 180 meters Scaled)
 LX1652
 LX1652                          SUPERSEDED SURVEY CONTROL
 LX1652
 LX1652.No superseded survey control is available for this station.
 LX1652
 LX1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM851155(NAD 83)
 LX1652_MARKER: DB = BENCH MARK DISK
 LX1652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1652_SP_SET: FOUNDATION
 LX1652_STAMPING: H 50 1978
 LX1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1652
 LX1652  HISTORY     - Date     Condition        Report By
 LX1652  HISTORY     - 1978     MONUMENTED       NGS
 LX1652  HISTORY     - 1982     GOOD             NGS
 LX1652
 LX1652                          STATION DESCRIPTION
 LX1652
 LX1652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1652'IN NEW BRITAIN.
 LX1652'0.1 MILE NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST MAIN
 LX1652'STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE JOHN F. KENNEDY APARTMENT
 LX1652'BUILDING, SET AT THE SOUTHWEST SIDE OF THE MAIN ENTRANCE TO THE
 LX1652'BUILDING IN THE FOUNDATION, 52.5 FEET SOUTHEAST OF THE CENTER OF A
 LX1652'CATCH BASIN, 22 FEET SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE
 LX1652'DOORS TO THE BUILDING, 15.3 FEET SOUTHEAST OF A FIRE HYDRANT, 0.5
 LX1652'FEET NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING.
 LX1652
 LX1652                          STATION RECOVERY (1982)
 LX1652
 LX1652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1626 ***********************************************************************
 LX1626  DESIGNATION -  H 51
 LX1626  PID         -  LX1626
 LX1626  STATE/COUNTY-  CT/NEW HAVEN
 LX1626  USGS QUAD   -  NEW HAVEN (1984)
 LX1626
 LX1626                         *CURRENT SURVEY CONTROL
 LX1626  ___________________________________________________________________
 LX1626* NAD 83(1986)-  41 22 19.     (N)    072 53 06.     (W)     SCALED    
 LX1626* NAVD 88     -         7.871  (meters)      25.82   (feet)  ADJUSTED  
 LX1626  ___________________________________________________________________
 LX1626  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX1626  DYNAMIC HT  -           7.869 (meters)      25.82  (feet)  COMP
 LX1626  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 LX1626
 LX1626  VERT ORDER  -  FIRST     CLASS II
 LX1626
 LX1626.The horizontal coordinates were scaled from a topographic map and have
 LX1626.an estimated accuracy of +/- 6 seconds.
 LX1626
 LX1626.The orthometric height was determined by differential leveling
 LX1626.and adjusted by the National Geodetic Survey in June 1991..
 LX1626
 LX1626.The geoid height was determined by GEOID03.
 LX1626
 LX1626.The dynamic height is computed by dividing the NAVD 88
 LX1626.geopotential number by the normal gravity value computed on the
 LX1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1626.degrees latitude (g = 980.6199 gals.).
 LX1626
 LX1626.The modeled gravity was interpolated from observed gravity values.
 LX1626
 LX1626;                    North         East    Units  Estimated Accuracy
 LX1626;SPC CT       -   212,230.      293,510.      MT  (+/- 180 meters Scaled)
 LX1626
 LX1626                          SUPERSEDED SURVEY CONTROL
 LX1626
 LX1626.No superseded survey control is available for this station.
 LX1626
 LX1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL768822(NAD 83)
 LX1626_MARKER: DB = BENCH MARK DISK
 LX1626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1626_SP_SET: FOUNDATION
 LX1626_STAMPING: H 51 1978
 LX1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1626
 LX1626  HISTORY     - Date     Condition        Report By
 LX1626  HISTORY     - 1978     MONUMENTED       NGS
 LX1626
 LX1626                          STATION DESCRIPTION
 LX1626
 LX1626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1626'2.4 MILES SW FROM NORTH HAVEN.
 LX1626'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 LX1626'NORTH HAVEN, THENCE 0.6 MILE EAST ON STATE HIGHWAYS 5 AND 22 WHICH
 LX1626'IS ALSO BROADWAY TO THE JUNCTION OF HIGHWAYS 5 AND 22, THENCE 1.5
 LX1626'MILES SOUTHWEST ALONG HIGHWAY 5 WHICH IS ALSO STATE STREET TO THE
 LX1626'MARK ON THE LEFT, SET IN THE SOUTHWEST FOUNDATION AT THE SOUTHWEST
 LX1626'ENTRANCE TO V. TENEDINE AND SON INC. BUILDING, 1.5 FEET NORTH OF
 LX1626'THE SOUTH CORNER OF THE ENTRANCE WAY, 8.3 FEET SOUTH OF THE NORTH-
 LX1626'EAST CORNER OF THE ENTRANCE WAY, 23.5 FEET NORTHEAST OF THE NORTH-
 LX1626'EAST CORNER OF A BRICK BUILDING 82.5 FEET EAST OF POWER POLE
 LX1626'NUMBER 1700, 102 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0108 ***********************************************************************
 LX0108  DESIGNATION -  H 5=100 USE=28 CSE
 LX0108  PID         -  LX0108
 LX0108  STATE/COUNTY-  CT/NEW LONDON
 LX0108  USGS QUAD   -  OLD LYME (1976)
 LX0108
 LX0108                         *CURRENT SURVEY CONTROL
 LX0108  ___________________________________________________________________
 LX0108* NAD 83(1986)-  41 18 38.     (N)    072 20 45.     (W)     SCALED    
 LX0108* NAVD 88     -         7.935  (meters)      26.03   (feet)  ADJUSTED  
 LX0108  ___________________________________________________________________
 LX0108  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX0108  DYNAMIC HT  -           7.933 (meters)      26.03  (feet)  COMP
 LX0108  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 LX0108
 LX0108  VERT ORDER  -  FIRST     CLASS II
 LX0108
 LX0108.The horizontal coordinates were scaled from a topographic map and have
 LX0108.an estimated accuracy of +/- 6 seconds.
 LX0108
 LX0108.The orthometric height was determined by differential leveling
 LX0108.and adjusted by the National Geodetic Survey in June 1991..
 LX0108
 LX0108.The geoid height was determined by GEOID03.
 LX0108
 LX0108.The dynamic height is computed by dividing the NAVD 88
 LX0108.geopotential number by the normal gravity value computed on the
 LX0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0108.degrees latitude (g = 980.6199 gals.).
 LX0108
 LX0108.The modeled gravity was interpolated from observed gravity values.
 LX0108
 LX0108;                    North         East    Units  Estimated Accuracy
 LX0108;SPC CT       -   205,480.      338,650.      MT  (+/- 180 meters Scaled)
 LX0108
 LX0108                          SUPERSEDED SURVEY CONTROL
 LX0108
 LX0108  NGVD 29 (??/??/92)    8.25   (m)           27.1    (f) COMPUTED    1 2
 LX0108
 LX0108.Superseded values are not recommended for survey control.
 LX0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0108.See file dsdata.txt to determine how the superseded data were derived.
 LX0108
 LX0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL221766(NAD 83)
 LX0108_MARKER: DD = SURVEY DISK
 LX0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0108_SP_SET: BRIDGE
 LX0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0108
 LX0108  HISTORY     - Date     Condition        Report By
 LX0108  HISTORY     - UNK      MONUMENTED       DOD
 LX0108  HISTORY     - 1960     MARK NOT FOUND   NGS
 LX0108  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0108  HISTORY     - 1987     GOOD             USPSQD
 LX0108  HISTORY     - 1988     POOR             USPSQD
 LX0108  HISTORY     - 19891216 POOR             USPSQD
 LX0108  HISTORY     - 19901206 GOOD             USPSQD
 LX0108
 LX0108                          STATION DESCRIPTION
 LX0108
 LX0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LX0108'1.3 MI W FROM LYME.
 LX0108'1.3 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0108'RAILROAD FROM LYME, NEW LONDON COUNTY, AT BRIDGE 34.65 OVER
 LX0108'CONNECTICUT RIVER, ON THE SOUTHWEST CORNER OF THE TOP STEP
 LX0108'OF THE SOUTHEAST WING WALL, 15 FEET SOUTH OF THE SOUTH RAIL,
 LX0108'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  AN UNMARKED POINT
 LX0108'ON THE STONE.
 LX0108
 LX0108                          STATION RECOVERY (1965)
 LX0108
 LX0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0108'MARK NOT FOUND.
 LX0108
 LX0108                          STATION RECOVERY (1987)
 LX0108
 LX0108'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0108'RECOVERED IN GOOD CONDITION.
 LX0108
 LX0108                          STATION RECOVERY (1988)
 LX0108
 LX0108'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0108'MARK RECOVERED IN POOR CONDITION.
 LX0108
 LX0108                          STATION RECOVERY (1989)
 LX0108
 LX0108'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0108'MARK RECOVERED IN POOR CONDITION.
 LX0108
 LX0108                          STATION RECOVERY (1990)
 LX0108
 LX0108'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1465 ***********************************************************************
 MZ1465  DESIGNATION -  H 53
 MZ1465  PID         -  MZ1465
 MZ1465  STATE/COUNTY-  CT/LITCHFIELD
 MZ1465  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ1465
 MZ1465                         *CURRENT SURVEY CONTROL
 MZ1465  ___________________________________________________________________
 MZ1465* NAD 83(1986)-  42 00 22.     (N)    073 15 06.     (W)     SCALED    
 MZ1465* NAVD 88     -       251.721  (meters)     825.85   (feet)  ADJUSTED  
 MZ1465  ___________________________________________________________________
 MZ1465  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 MZ1465  DYNAMIC HT  -         251.633 (meters)     825.57  (feet)  COMP
 MZ1465  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 MZ1465
 MZ1465  VERT ORDER  -  FIRST     CLASS II
 MZ1465
 MZ1465.The horizontal coordinates were scaled from a topographic map and have
 MZ1465.an estimated accuracy of +/- 6 seconds.
 MZ1465
 MZ1465.The orthometric height was determined by differential leveling
 MZ1465.and adjusted by the National Geodetic Survey in June 1991..
 MZ1465
 MZ1465.The geoid height was determined by GEOID03.
 MZ1465
 MZ1465.The dynamic height is computed by dividing the NAVD 88
 MZ1465.geopotential number by the normal gravity value computed on the
 MZ1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1465.degrees latitude (g = 980.6199 gals.).
 MZ1465
 MZ1465.The modeled gravity was interpolated from observed gravity values.
 MZ1465
 MZ1465;                    North         East    Units  Estimated Accuracy
 MZ1465;SPC CT       -   282,770.      263,240.      MT  (+/- 180 meters Scaled)
 MZ1465
 MZ1465                          SUPERSEDED SURVEY CONTROL
 MZ1465
 MZ1465.No superseded survey control is available for this station.
 MZ1465
 MZ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM447519(NAD 83)
 MZ1465_MARKER: DB = BENCH MARK DISK
 MZ1465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MZ1465_SP_SET: HEADWALL
 MZ1465_STAMPING: H 53 1984
 MZ1465_MARK LOGO: NGS   
 MZ1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1465+STABILITY: SURFACE MOTION
 MZ1465
 MZ1465  HISTORY     - Date     Condition        Report By
 MZ1465  HISTORY     - 1984     MONUMENTED       NGS
 MZ1465
 MZ1465                          STATION DESCRIPTION
 MZ1465
 MZ1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1465'6.7 KM (4.15 MI) SE FROM CANAAN.
 MZ1465'6.7 KM (4.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 MZ1465'U.S. HIGHWAY 7 IN CANAAN TO THE MARK ON THE RIGHT, IN TOP OF THE WEST
 MZ1465'END OF THE SOUTH HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, ALSO
 MZ1465'5.1 KM (3.2 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN
 MZ1465'NORFOLK, 5.67 METERS (18.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 MZ1465'0.30 METER (1.0 FT) EAST OF THE WEST END OF THE HEADWALL.
 MZ1465'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 MZ1465'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1864 ***********************************************************************
 LX1864  DESIGNATION -  H 54
 LX1864  PID         -  LX1864
 LX1864  STATE/COUNTY-  CT/FAIRFIELD
 LX1864  USGS QUAD   -  NORWALK NORTH (1975)
 LX1864
 LX1864                         *CURRENT SURVEY CONTROL
 LX1864  ___________________________________________________________________
 LX1864* NAD 83(1986)-  41 09 50.     (N)    073 25 09.     (W)     SCALED    
 LX1864* NAVD 88     -        39.733  (meters)     130.36   (feet)  ADJUSTED  
 LX1864  ___________________________________________________________________
 LX1864  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX1864  DYNAMIC HT  -          39.720 (meters)     130.31  (feet)  COMP
 LX1864  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LX1864
 LX1864  VERT ORDER  -  FIRST     CLASS II
 LX1864
 LX1864.The horizontal coordinates were scaled from a topographic map and have
 LX1864.an estimated accuracy of +/- 6 seconds.
 LX1864
 LX1864.The orthometric height was determined by differential leveling
 LX1864.and adjusted by the National Geodetic Survey in June 1991..
 LX1864
 LX1864.The geoid height was determined by GEOID03.
 LX1864
 LX1864.The dynamic height is computed by dividing the NAVD 88
 LX1864.geopotential number by the normal gravity value computed on the
 LX1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1864.degrees latitude (g = 980.6199 gals.).
 LX1864
 LX1864.The modeled gravity was interpolated from observed gravity values.
 LX1864
 LX1864;                    North         East    Units  Estimated Accuracy
 LX1864;SPC CT       -   189,330.      248,640.      MT  (+/- 180 meters Scaled)
 LX1864
 LX1864                          SUPERSEDED SURVEY CONTROL
 LX1864
 LX1864.No superseded survey control is available for this station.
 LX1864
 LX1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL326581(NAD 83)
 LX1864_MARKER: DB = BENCH MARK DISK
 LX1864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1864_SP_SET: WINGWALL
 LX1864_STAMPING: H 54 1984
 LX1864_MARK LOGO: NGS   
 LX1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1864+STABILITY: SURFACE MOTION
 LX1864
 LX1864  HISTORY     - Date     Condition        Report By
 LX1864  HISTORY     - 1984     MONUMENTED       NGS
 LX1864
 LX1864                          STATION DESCRIPTION
 LX1864
 LX1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1864'2.7 KM (1.65 MI) NORTH FROM NORWALK.
 LX1864'2.7 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE OVERPASS BRIDGES
 LX1864'OF THE MERRITT PARKWAY IN NORWALK TO THE MARK ON THE LEFT, IN THE TOP
 LX1864'OF THE NORTHEAST WINGWALL OF THE KENT ROAD BRIDGE OVER THE RIVER, ALSO
 LX1864'3.4 KM (2.1 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1864'WILTON, 39.62 METERS (130.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX1864'4.11 METERS (13.5 FT) NORTH OF THE CENTRLINE OF THE ROAD, 0.34 METER
 LX1864'(1.1 FT) EAST OF THE WEST EDGE OF THE WINGWALL.
 LX1864'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2017 ***********************************************************************
 LX2017  DESIGNATION -  H 55
 LX2017  PID         -  LX2017
 LX2017  STATE/COUNTY-  CT/LITCHFIELD
 LX2017  USGS QUAD   -  NEW HARTFORD (1984)
 LX2017
 LX2017                         *CURRENT SURVEY CONTROL
 LX2017  ___________________________________________________________________
 LX2017* NAD 83(1986)-  41 54 57.     (N)    072 56 39.     (W)     SCALED    
 LX2017* NAVD 88     -       208.560  (meters)     684.25   (feet)  ADJUSTED  
 LX2017  ___________________________________________________________________
 LX2017  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 LX2017  DYNAMIC HT  -         208.497 (meters)     684.04  (feet)  COMP
 LX2017  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 LX2017
 LX2017  VERT ORDER  -  FIRST     CLASS II
 LX2017
 LX2017.The horizontal coordinates were scaled from a topographic map and have
 LX2017.an estimated accuracy of +/- 6 seconds.
 LX2017
 LX2017.The orthometric height was determined by differential leveling
 LX2017.and adjusted by the National Geodetic Survey in June 1991..
 LX2017
 LX2017.The geoid height was determined by GEOID03.
 LX2017
 LX2017.The dynamic height is computed by dividing the NAVD 88
 LX2017.geopotential number by the normal gravity value computed on the
 LX2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2017.degrees latitude (g = 980.6199 gals.).
 LX2017
 LX2017.The modeled gravity was interpolated from observed gravity values.
 LX2017
 LX2017;                    North         East    Units  Estimated Accuracy
 LX2017;SPC CT       -   272,640.      288,690.      MT  (+/- 180 meters Scaled)
 LX2017
 LX2017                          SUPERSEDED SURVEY CONTROL
 LX2017
 LX2017.No superseded survey control is available for this station.
 LX2017
 LX2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM704424(NAD 83)
 LX2017_MARKER: DB = BENCH MARK DISK
 LX2017_SETTING: 66 = SET IN ROCK OUTCROP
 LX2017_SP_SET: ROCK OUTCROP
 LX2017_STAMPING: H 55 1984
 LX2017_MARK LOGO: NGS   
 LX2017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2017+STABILITY: POSITION/ELEVATION WELL
 LX2017
 LX2017  HISTORY     - Date     Condition        Report By
 LX2017  HISTORY     - 1984     MONUMENTED       NGS
 LX2017
 LX2017                          STATION DESCRIPTION
 LX2017
 LX2017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2017'4.5 KM (2.8 MI) NE FROM PLEASANT VALLEY.
 LX2017'3.7 KM (2.3 MI) NORTHEAST ALONG STATE HIGHWAY 318 FROM THE SOUTHWEST
 LX2017'END OF THE HIGHWAY BRIDGE OVER THE FARMINGTON RIVER IN PLEASANT
 LX2017'VALLEY, THENCE 0.8 KM (0.5 MI) NORTHEAST ALONG STATE HIGHWAY 219 TO
 LX2017'THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF A ROCK CUT, ALSO
 LX2017'10.0 KM (6.2 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION
 LX2017'OF STATE HIGHWAY 20 IN WEST GRANBY, 5.18 METERS (17.0 FT) NORTHWEST OF
 LX2017'THE CENTERLINE OF THE HIGHWAY, 18.59 METERS (61.0 FT) WEST-SOUTHWEST
 LX2017'AND ACROSS THE HIGHWAY FROM TELEPHONE POLE 4770, 0.61 METER (2.0 FT)
 LX2017'SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 LX2017'THE MARK IS 0.30 METERS  NE FROM A WITNESS POST.
 LX2017'THE MARK IS 1.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1674 ***********************************************************************
 LW1674  DESIGNATION -  H 56
 LW1674  PID         -  LW1674
 LW1674  STATE/COUNTY-  CT/WINDHAM
 LW1674  USGS QUAD   -  PUTNAM (1970)
 LW1674
 LW1674                         *CURRENT SURVEY CONTROL
 LW1674  ___________________________________________________________________
 LW1674* NAD 83(1986)-  41 56 14.     (N)    071 57 34.     (W)     SCALED    
 LW1674* NAVD 88     -       118.798  (meters)     389.76   (feet)  ADJUSTED  
 LW1674  ___________________________________________________________________
 LW1674  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW1674  DYNAMIC HT  -         118.759 (meters)     389.63  (feet)  COMP
 LW1674  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LW1674
 LW1674  VERT ORDER  -  FIRST     CLASS II
 LW1674
 LW1674.The horizontal coordinates were scaled from a topographic map and have
 LW1674.an estimated accuracy of +/- 6 seconds.
 LW1674
 LW1674.The orthometric height was determined by differential leveling
 LW1674.and adjusted by the National Geodetic Survey in June 1991..
 LW1674
 LW1674.The geoid height was determined by GEOID03.
 LW1674
 LW1674.The dynamic height is computed by dividing the NAVD 88
 LW1674.geopotential number by the normal gravity value computed on the
 LW1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1674.degrees latitude (g = 980.6199 gals.).
 LW1674
 LW1674.The modeled gravity was interpolated from observed gravity values.
 LW1674
 LW1674;                    North         East    Units  Estimated Accuracy
 LW1674;SPC CT       -   275,300.      370,360.      MT  (+/- 180 meters Scaled)
 LW1674
 LW1674                          SUPERSEDED SURVEY CONTROL
 LW1674
 LW1674.No superseded survey control is available for this station.
 LW1674
 LW1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG546470(NAD 83)
 LW1674_MARKER: DB = BENCH MARK DISK
 LW1674_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1674_SP_SET: ABUTMENT
 LW1674_STAMPING: H 56 1984
 LW1674_MARK LOGO: NGS   
 LW1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1674
 LW1674  HISTORY     - Date     Condition        Report By
 LW1674  HISTORY     - 1984     MONUMENTED       NGS
 LW1674  HISTORY     - 1986     GOOD             NGS
 LW1674  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 LW1674
 LW1674                          STATION DESCRIPTION
 LW1674
 LW1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1674'IN SOUTH WOODSTOCK.
 LW1674'IN SOUTH WOODSTOCK, 0.2 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 171
 LW1674'FROM THE JUNCTION OF STATE HIGHWAY 169, IN TOP OF THE SOUTHWEST END OF
 LW1674'THE SOUTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER A BROOK, 6.70 METERS
 LW1674'(22.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.02 METERS
 LW1674'(29.6 FT) NORTH OF THE NORTH CORNER OF A 2 STORY FRAME BUILDING
 LW1674'(SCRANTONS ANTIQUE SHOP), 0.80 METERS (2.6 FT) NORTHWEST OF THE
 LW1674'SOUTHEAST END OF THE SOUTHWEST WALKWAY OF THE BRIDGE.
 LW1674'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1674
 LW1674                          STATION RECOVERY (1986)
 LW1674
 LW1674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1674'RECOVERED IN GOOD CONDITION.
 LW1674
 LW1674                          STATION RECOVERY (1996)
 LW1674
 LW1674'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1900 ***********************************************************************
 LX1900  DESIGNATION -  H 57
 LX1900  PID         -  LX1900
 LX1900  STATE/COUNTY-  CT/FAIRFIELD
 LX1900  USGS QUAD   -  DANBURY (1984)
 LX1900
 LX1900                         *CURRENT SURVEY CONTROL
 LX1900  ___________________________________________________________________
 LX1900* NAD 83(1986)-  41 25 51.     (N)    073 24 34.     (W)     SCALED    
 LX1900* NAVD 88     -        96.496  (meters)     316.59   (feet)  ADJUSTED  
 LX1900  ___________________________________________________________________
 LX1900  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX1900  DYNAMIC HT  -          96.464 (meters)     316.48  (feet)  COMP
 LX1900  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 LX1900
 LX1900  VERT ORDER  -  FIRST     CLASS II
 LX1900
 LX1900.The horizontal coordinates were scaled from a topographic map and have
 LX1900.an estimated accuracy of +/- 6 seconds.
 LX1900
 LX1900.The orthometric height was determined by differential leveling
 LX1900.and adjusted by the National Geodetic Survey in June 1991..
 LX1900
 LX1900.The geoid height was determined by GEOID03.
 LX1900
 LX1900.The dynamic height is computed by dividing the NAVD 88
 LX1900.geopotential number by the normal gravity value computed on the
 LX1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1900.degrees latitude (g = 980.6199 gals.).
 LX1900
 LX1900.The modeled gravity was interpolated from observed gravity values.
 LX1900
 LX1900;                    North         East    Units  Estimated Accuracy
 LX1900;SPC CT       -   218,970.      249,680.      MT  (+/- 180 meters Scaled)
 LX1900
 LX1900                          SUPERSEDED SURVEY CONTROL
 LX1900
 LX1900.No superseded survey control is available for this station.
 LX1900
 LX1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL328878(NAD 83)
 LX1900_MARKER: DB = BENCH MARK DISK
 LX1900_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX1900_SP_SET: BRIDGE GUARD RAIL
 LX1900_STAMPING: H 57 1984
 LX1900_MARK LOGO: NGS   
 LX1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1900
 LX1900  HISTORY     - Date     Condition        Report By
 LX1900  HISTORY     - 1984     MONUMENTED       NGS
 LX1900
 LX1900                          STATION DESCRIPTION
 LX1900
 LX1900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1900'6.4 KM (4.0 MI) SOUTH FROM BROOKFIELD.
 LX1900'6.4 KM (4.0 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1900'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, IN TOP OF THE NORTH
 LX1900'END OF THE EAST CONCRETE GUARD RAIL OF THE NORTH BOUND HIGHWAY BRIDGE
 LX1900'OVER WHITE TURKEY ROAD, 7.80 METERS (25.5 FT) EAST OF THE CENTERLINE
 LX1900'OF THE NORTH BOUND LANE OF THE HIGHWAY, 0.30 METER (1.0 FT) SOUTH OF
 LX1900'THE NORTH END OF THE EAST CONCRETE GUARD RAIL OF THE BRIDGE.
 LX1900'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1978 ***********************************************************************
 LX1978  DESIGNATION -  H 58
 LX1978  PID         -  LX1978
 LX1978  STATE/COUNTY-  CT/LITCHFIELD
 LX1978  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1978
 LX1978                         *CURRENT SURVEY CONTROL
 LX1978  ___________________________________________________________________
 LX1978* NAD 83(1986)-  41 57 18.     (N)    073 21 15.     (W)     SCALED    
 LX1978* NAVD 88     -       216.990  (meters)     711.91   (feet)  ADJUSTED  
 LX1978  ___________________________________________________________________
 LX1978  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX1978  DYNAMIC HT  -         216.916 (meters)     711.67  (feet)  COMP
 LX1978  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LX1978
 LX1978  VERT ORDER  -  FIRST     CLASS II
 LX1978
 LX1978.The horizontal coordinates were scaled from a topographic map and have
 LX1978.an estimated accuracy of +/- 6 seconds.
 LX1978
 LX1978.The orthometric height was determined by differential leveling
 LX1978.and adjusted by the National Geodetic Survey in June 1991..
 LX1978
 LX1978.The geoid height was determined by GEOID03.
 LX1978
 LX1978.The dynamic height is computed by dividing the NAVD 88
 LX1978.geopotential number by the normal gravity value computed on the
 LX1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1978.degrees latitude (g = 980.6199 gals.).
 LX1978
 LX1978.The modeled gravity was interpolated from observed gravity values.
 LX1978
 LX1978;                    North         East    Units  Estimated Accuracy
 LX1978;SPC CT       -   277,150.      254,710.      MT  (+/- 180 meters Scaled)
 LX1978
 LX1978                          SUPERSEDED SURVEY CONTROL
 LX1978
 LX1978.No superseded survey control is available for this station.
 LX1978
 LX1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM364460(NAD 83)
 LX1978_MARKER: DB = BENCH MARK DISK
 LX1978_SETTING: 66 = SET IN ROCK OUTCROP
 LX1978_SP_SET: ROCK OUTCROP
 LX1978_STAMPING: H 58 1984
 LX1978_MARK LOGO: NGS   
 LX1978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1978+STABILITY: POSITION/ELEVATION WELL
 LX1978
 LX1978  HISTORY     - Date     Condition        Report By
 LX1978  HISTORY     - 1984     MONUMENTED       NGS
 LX1978
 LX1978                          STATION DESCRIPTION
 LX1978
 LX1978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1978'10.2 KM (6.35 MI) SOUTH FROM CANAAN.
 LX1978'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1978'CANAAN, THENCE 9.5 KM (5.9 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1978'ON THE LEFT, IN TOP OF A LARGE ROCK OUTCROP IN THE LAWN OF THE FALLS
 LX1978'VILLAGE OFFICE BUILDING, 24.69 METERS (81.0 FT) SOUTHEAST OF THE
 LX1978'CENTERLINE OF THE HIGHWAY, 4.75 METERS (15.6 FT) NORTHWEST OF THE
 LX1978'NORTHWEST CORNER OF THE BUILDING.
 LX1978'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1954 ***********************************************************************
 LX1954  DESIGNATION -  H 59
 LX1954  PID         -  LX1954
 LX1954  STATE/COUNTY-  CT/LITCHFIELD
 LX1954  USGS QUAD   -  ELLSWORTH (1969)
 LX1954
 LX1954                         *CURRENT SURVEY CONTROL
 LX1954  ___________________________________________________________________
 LX1954* NAD 83(1986)-  41 46 44.     (N)    073 24 48.     (W)     SCALED    
 LX1954* NAVD 88     -       142.817  (meters)     468.56   (feet)  ADJUSTED  
 LX1954  ___________________________________________________________________
 LX1954  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX1954  DYNAMIC HT  -         142.765 (meters)     468.39  (feet)  COMP
 LX1954  MODELED GRAV-     980,255.5   (mgal)                       NAVD 88
 LX1954
 LX1954  VERT ORDER  -  FIRST     CLASS II
 LX1954
 LX1954.The horizontal coordinates were scaled from a topographic map and have
 LX1954.an estimated accuracy of +/- 6 seconds.
 LX1954
 LX1954.The orthometric height was determined by differential leveling
 LX1954.and adjusted by the National Geodetic Survey in June 1991..
 LX1954
 LX1954.The geoid height was determined by GEOID03.
 LX1954
 LX1954.The dynamic height is computed by dividing the NAVD 88
 LX1954.geopotential number by the normal gravity value computed on the
 LX1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1954.degrees latitude (g = 980.6199 gals.).
 LX1954
 LX1954.The modeled gravity was interpolated from observed gravity values.
 LX1954
 LX1954;                    North         East    Units  Estimated Accuracy
 LX1954;SPC CT       -   257,630.      249,650.      MT  (+/- 180 meters Scaled)
 LX1954
 LX1954                          SUPERSEDED SURVEY CONTROL
 LX1954
 LX1954.No superseded survey control is available for this station.
 LX1954
 LX1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM318264(NAD 83)
 LX1954_MARKER: DB = BENCH MARK DISK
 LX1954_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1954_SP_SET: HEADWALL
 LX1954_STAMPING: H 59 1984
 LX1954_MARK LOGO: NGS   
 LX1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1954+STABILITY: SURFACE MOTION
 LX1954
 LX1954  HISTORY     - Date     Condition        Report By
 LX1954  HISTORY     - 1984     MONUMENTED       NGS
 LX1954
 LX1954                          STATION DESCRIPTION
 LX1954
 LX1954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1954'6.0 KM (3.75 MI) SW FROM CORNWALL BRIDGE.
 LX1954'6.0 KM (3.75 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1954'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END
 LX1954'OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.79 METERS
 LX1954'(19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.72 METERS
 LX1954'(1.2 FT) NORTH OF UTILITY POLE A6522, 0.52 METER (1.7 FT) NORTHEAST OF
 LX1954'THE SOUTHWEST END OF THE HEADWALL.
 LX1954'THE MARK IS 1.45 METERS  E FROM A WITNESS POST.
 LX1954'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0175 ***********************************************************************
 LX0175  DESIGNATION -  H 6
 LX0175  PID         -  LX0175
 LX0175  STATE/COUNTY-  CT/NEW LONDON
 LX0175  USGS QUAD   -  NEW LONDON (1984)
 LX0175
 LX0175                         *CURRENT SURVEY CONTROL
 LX0175  ___________________________________________________________________
 LX0175* NAD 83(1986)-  41 20 45.     (N)    072 03 09.     (W)     SCALED    
 LX0175* NAVD 88     -         9.976  (meters)      32.73   (feet)  ADJUSTED  
 LX0175  ___________________________________________________________________
 LX0175  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX0175  DYNAMIC HT  -           9.972 (meters)      32.72  (feet)  COMP
 LX0175  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 LX0175
 LX0175  VERT ORDER  -  FIRST     CLASS I
 LX0175
 LX0175.The horizontal coordinates were scaled from a topographic map and have
 LX0175.an estimated accuracy of +/- 6 seconds.
 LX0175
 LX0175.The orthometric height was determined by differential leveling
 LX0175.and adjusted by the National Geodetic Survey in June 1991..
 LX0175
 LX0175.The geoid height was determined by GEOID03.
 LX0175
 LX0175.The dynamic height is computed by dividing the NAVD 88
 LX0175.geopotential number by the normal gravity value computed on the
 LX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0175.degrees latitude (g = 980.6199 gals.).
 LX0175
 LX0175.The modeled gravity was interpolated from observed gravity values.
 LX0175
 LX0175;                    North         East    Units  Estimated Accuracy
 LX0175;SPC CT       -   209,550.      363,180.      MT  (+/- 180 meters Scaled)
 LX0175
 LX0175                          SUPERSEDED SURVEY CONTROL
 LX0175
 LX0175  NGVD 29 (??/??/92)   10.265  (m)           33.68   (f) ADJ UNCH    1 1
 LX0175
 LX0175.Superseded values are not recommended for survey control.
 LX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0175.See file dsdata.txt to determine how the superseded data were derived.
 LX0175
 LX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL466813(NAD 83)
 LX0175_MARKER: DB = BENCH MARK DISK
 LX0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0175_SP_SET: ABUTMENT
 LX0175_STAMPING: H 6 ELEV 33.678 FT 1922
 LX0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0175
 LX0175  HISTORY     - Date     Condition        Report By
 LX0175  HISTORY     - 1922     MONUMENTED       CGS
 LX0175  HISTORY     - 1965     POOR             NGS
 LX0175  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0175  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0175
 LX0175                          STATION DESCRIPTION
 LX0175
 LX0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0175'0.3 MI SW FROM GROTON.
 LX0175'ABOUT 0.25 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0175'AT GROTON, THENCE 0.05 MILE SOUTHWEST ALONG POQUONOCK ROAD, ALONG
 LX0175'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, SET ON THE TOP
 LX0175'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 LX0175'RAILROAD OVERPASS OVER POQUONOCK ROAD, 5.0 FEET SOUTHWEST OF THE
 LX0175'SOUTHWEST RAIL OF SOUTHWEST TRACK, AND 1 FOOT ABOVE THE LEVEL
 LX0175'OF THE TRACK.  NOTE-- MARK IS UNDER A WOODEN SIDEWALK BUT MAY BE
 LX0175'REACHED BY REMOVING ONE WOODEN BOARD.  NOTE-- MARK MAY BE REACHED
 LX0175'BY GOING 2.0 MILES SOUTHEAST ALONG THE NY, NH AND H RR FROM SIGNAL
 LX0175'CONTROL TOWER NO. 119 AT GROTON.
 LX0175
 LX0175                          STATION RECOVERY (1983)
 LX0175
 LX0175'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0175'MARK NOT FOUND.
 LX0175
 LX0175                          STATION RECOVERY (1988)
 LX0175
 LX0175'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1937 ***********************************************************************
 LX1937  DESIGNATION -  H 62
 LX1937  PID         -  LX1937
 LX1937  STATE/COUNTY-  CT/LITCHFIELD
 LX1937  USGS QUAD   -  DOVER PLAINS (1984)
 LX1937
 LX1937                         *CURRENT SURVEY CONTROL
 LX1937  ___________________________________________________________________
 LX1937* NAD 83(1986)-  41 39 58.     (N)    073 30 06.     (W)     SCALED    
 LX1937* NAVD 88     -       112.192  (meters)     368.08   (feet)  ADJUSTED  
 LX1937  ___________________________________________________________________
 LX1937  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX1937  DYNAMIC HT  -         112.154 (meters)     367.96  (feet)  COMP
 LX1937  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX1937
 LX1937  VERT ORDER  -  FIRST     CLASS II
 LX1937
 LX1937.The horizontal coordinates were scaled from a topographic map and have
 LX1937.an estimated accuracy of +/- 6 seconds.
 LX1937
 LX1937.The orthometric height was determined by differential leveling
 LX1937.and adjusted by the National Geodetic Survey in June 1991..
 LX1937
 LX1937.The geoid height was determined by GEOID03.
 LX1937
 LX1937.The dynamic height is computed by dividing the NAVD 88
 LX1937.geopotential number by the normal gravity value computed on the
 LX1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1937.degrees latitude (g = 980.6199 gals.).
 LX1937
 LX1937.The modeled gravity was interpolated from observed gravity values.
 LX1937
 LX1937;                    North         East    Units  Estimated Accuracy
 LX1937;SPC CT       -   245,160.      242,200.      MT  (+/- 180 meters Scaled)
 LX1937
 LX1937                          SUPERSEDED SURVEY CONTROL
 LX1937
 LX1937.No superseded survey control is available for this station.
 LX1937
 LX1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM247137(NAD 83)
 LX1937_MARKER: DB = BENCH MARK DISK
 LX1937_SETTING: 66 = SET IN ROCK OUTCROP
 LX1937_SP_SET: ROCK OUTCROP
 LX1937_STAMPING: H 62 1984
 LX1937_MARK LOGO: NGS   
 LX1937_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1937+STABILITY: POSITION/ELEVATION WELL
 LX1937
 LX1937  HISTORY     - Date     Condition        Report By
 LX1937  HISTORY     - 1984     MONUMENTED       NGS
 LX1937
 LX1937                          STATION DESCRIPTION
 LX1937
 LX1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1937'1.4 KM (0.85 MI) SE FROM BULLS BRIDGE.
 LX1937'1.4 KM (0.85 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE INTERSECTION
 LX1937'OF BULLS BRIDGE ROAD IN BULLS BRIDGE TO THE MARK ON THE RIGHT, IN
 LX1937'EXPOSED ROCK OUTCROP, BETWEEN UTILITY POLES 13404 AND 13405 ON THE
 LX1937'OPPOSITE SIDE OF THE HIGHWAY, ALSO 3.0 KM (1.85 MI) NORTHWEST ALONG
 LX1937'HIGHWAY 7 FROM THE JUNCTION OF STATE HIGHWAY 55 IN GAYLORDSVILLE,
 LX1937'6.40 METERS (21.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LX1937'THE MARK IS 1.10 METERS  SE FROM A WITNESS POST.
 LX1937'THE MARK IS 1.37 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2070 ***********************************************************************
 LX2070  DESIGNATION -  H 63
 LX2070  PID         -  LX2070
 LX2070  STATE/COUNTY-  CT/TOLLAND
 LX2070  USGS QUAD   -  ELLINGTON (1984)
 LX2070
 LX2070                         *CURRENT SURVEY CONTROL
 LX2070  ___________________________________________________________________
 LX2070* NAD 83(1986)-  41 59 12.     (N)    072 28 24.     (W)     SCALED    
 LX2070* NAVD 88     -        58.814  (meters)     192.96   (feet)  ADJUSTED  
 LX2070  ___________________________________________________________________
 LX2070  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2070  DYNAMIC HT  -          58.796 (meters)     192.90  (feet)  COMP
 LX2070  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 LX2070
 LX2070  VERT ORDER  -  FIRST     CLASS II
 LX2070
 LX2070.The horizontal coordinates were scaled from a topographic map and have
 LX2070.an estimated accuracy of +/- 6 seconds.
 LX2070
 LX2070.The orthometric height was determined by differential leveling
 LX2070.and adjusted by the National Geodetic Survey in June 1991..
 LX2070
 LX2070.The geoid height was determined by GEOID03.
 LX2070
 LX2070.The dynamic height is computed by dividing the NAVD 88
 LX2070.geopotential number by the normal gravity value computed on the
 LX2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2070.degrees latitude (g = 980.6199 gals.).
 LX2070
 LX2070.The modeled gravity was interpolated from observed gravity values.
 LX2070
 LX2070;                    North         East    Units  Estimated Accuracy
 LX2070;SPC CT       -   280,530.      327,730.      MT  (+/- 180 meters Scaled)
 LX2070
 LX2070                          SUPERSEDED SURVEY CONTROL
 LX2070
 LX2070.No superseded survey control is available for this station.
 LX2070
 LX2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM093513(NAD 83)
 LX2070_MARKER: DB = BENCH MARK DISK
 LX2070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2070_SP_SET: ABUTMENT
 LX2070_STAMPING: H 63 1984
 LX2070_MARK LOGO: NGS   
 LX2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2070
 LX2070  HISTORY     - Date     Condition        Report By
 LX2070  HISTORY     - 1984     MONUMENTED       NGS
 LX2070
 LX2070                          STATION DESCRIPTION
 LX2070
 LX2070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2070'2.5 KM (1.55 MI) WEST FROM SOMERS.
 LX2070'2.5 KM (1.55 MI) WEST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2070'SOMERS TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 LX2070'SOUTHEAST ABUTMENT OF A SMALL BRIDGE OVER THE SCANTIC RIVER, 7.32
 LX2070'METERS (24.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LX2070'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1665 ***********************************************************************
 LW1665  DESIGNATION -  H 64
 LW1665  PID         -  LW1665
 LW1665  STATE/COUNTY-  CT/NEW LONDON
 LW1665  USGS QUAD   -  JEWETT CITY (1984)
 LW1665
 LW1665                         *CURRENT SURVEY CONTROL
 LW1665  ___________________________________________________________________
 LW1665* NAD 83(1986)-  41 36 10.     (N)    071 59 10.     (W)     SCALED    
 LW1665* NAVD 88     -        31.758  (meters)     104.19   (feet)  ADJUSTED  
 LW1665  ___________________________________________________________________
 LW1665  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LW1665  DYNAMIC HT  -          31.747 (meters)     104.16  (feet)  COMP
 LW1665  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 LW1665
 LW1665  VERT ORDER  -  FIRST     CLASS II
 LW1665
 LW1665.The horizontal coordinates were scaled from a topographic map and have
 LW1665.an estimated accuracy of +/- 6 seconds.
 LW1665
 LW1665.The orthometric height was determined by differential leveling
 LW1665.and adjusted by the National Geodetic Survey in June 1991..
 LW1665
 LW1665.The geoid height was determined by GEOID03.
 LW1665
 LW1665.The dynamic height is computed by dividing the NAVD 88
 LW1665.geopotential number by the normal gravity value computed on the
 LW1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1665.degrees latitude (g = 980.6199 gals.).
 LW1665
 LW1665.The modeled gravity was interpolated from observed gravity values.
 LW1665
 LW1665;                    North         East    Units  Estimated Accuracy
 LW1665;SPC CT       -   238,140.      368,480.      MT  (+/- 180 meters Scaled)
 LW1665
 LW1665                          SUPERSEDED SURVEY CONTROL
 LW1665
 LW1665.No superseded survey control is available for this station.
 LW1665
 LW1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG511099(NAD 83)
 LW1665_MARKER: DB = BENCH MARK DISK
 LW1665_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 LW1665_SP_SET: ABUTMENT
 LW1665_STAMPING: H 64 1984
 LW1665_MARK LOGO: NGS   
 LW1665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1665+STABILITY: POSITION/ELEVATION WELL
 LW1665
 LW1665  HISTORY     - Date     Condition        Report By
 LW1665  HISTORY     - 1984     MONUMENTED       NGS
 LW1665  HISTORY     - 1984     GOOD             NGS
 LW1665
 LW1665                          STATION DESCRIPTION
 LW1665
 LW1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1665'IN JEWETT CITY.
 LW1665'IN JEWETT CITY, AT THE STATE HIGHWAY 12 BRIDGE OVER THE PACHAUG RIVER,
 LW1665'IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE BRIDGE,
 LW1665'ON BEDROCK, 0.2 KM (0.15 MI) SOUTHWEST OF THE JUNCTION OF STATE
 LW1665'HIGHWAY 138 EAST, 5.33 METERS (17.5 FT) SOUTHEAST OF THE CENTERLINE OF
 LW1665'THE HIGHWAY, 0.82 METER (2.7 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 LW1665'SOUTHEAST CONCRETE GUARD RAIL OF THE BRIDGE.
 LW1665'THE MARK IS 0.30 M BELOW HIGHWAY.
 LW1665
 LW1665                          STATION RECOVERY (1984)
 LW1665
 LW1665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2147 ***********************************************************************
 LX2147  DESIGNATION -  H 65
 LX2147  PID         -  LX2147
 LX2147  STATE/COUNTY-  CT/TOLLAND
 LX2147  USGS QUAD   -  COLUMBIA (1984)
 LX2147
 LX2147                         *CURRENT SURVEY CONTROL
 LX2147  ___________________________________________________________________
 LX2147* NAD 83(1986)-  41 43 11.     (N)    072 16 30.     (W)     SCALED    
 LX2147* NAVD 88     -        74.946  (meters)     245.89   (feet)  ADJUSTED  
 LX2147  ___________________________________________________________________
 LX2147  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX2147  DYNAMIC HT  -          74.920 (meters)     245.80  (feet)  COMP
 LX2147  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LX2147
 LX2147  VERT ORDER  -  FIRST     CLASS II
 LX2147
 LX2147.The horizontal coordinates were scaled from a topographic map and have
 LX2147.an estimated accuracy of +/- 6 seconds.
 LX2147
 LX2147.The orthometric height was determined by differential leveling
 LX2147.and adjusted by the National Geodetic Survey in June 1991..
 LX2147
 LX2147.The geoid height was determined by GEOID03.
 LX2147
 LX2147.The dynamic height is computed by dividing the NAVD 88
 LX2147.geopotential number by the normal gravity value computed on the
 LX2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2147.degrees latitude (g = 980.6199 gals.).
 LX2147
 LX2147.The modeled gravity was interpolated from observed gravity values.
 LX2147
 LX2147;                    North         East    Units  Estimated Accuracy
 LX2147;SPC CT       -   250,950.      344,330.      MT  (+/- 180 meters Scaled)
 LX2147
 LX2147                          SUPERSEDED SURVEY CONTROL
 LX2147
 LX2147.No superseded survey control is available for this station.
 LX2147
 LX2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM266222(NAD 83)
 LX2147_MARKER: DB = BENCH MARK DISK
 LX2147_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2147_SP_SET: HEADWALL
 LX2147_STAMPING: H 65 1984
 LX2147_MARK LOGO: NGS   
 LX2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2147+STABILITY: SURFACE MOTION
 LX2147
 LX2147  HISTORY     - Date     Condition        Report By
 LX2147  HISTORY     - 1984     MONUMENTED       NGS
 LX2147  HISTORY     - 1986     GOOD             NGS
 LX2147
 LX2147                          STATION DESCRIPTION
 LX2147
 LX2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2147'5.1 KM (3.2 MI) WEST FROM WILLIMANTIC.
 LX2147'5.1 KM (3.2 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2147'WILLIMANTIC TO THE MARK ON THE RIGHT, IN TOP OF THE EAST END OF THE
 LX2147'NORTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 0.3 KM (0.2 MI) EAST OF
 LX2147'THE JUNCTION OF STATE HIGHWAY 66 AND INTERSTATE 84, 8.20 METERS
 LX2147'(27.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.27 METERS
 LX2147'(37.0 FT) WEST OF A HIGHWAY SIGN (SPEED LIMIT 45).
 LX2147'THE MARK IS 3.70 METERS  NW FROM A WITNESS POST.
 LX2147'THE MARK IS 0.91 M BELOW HIGHWAY.
 LX2147
 LX2147                          STATION RECOVERY (1986)
 LX2147
 LX2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2104 ***********************************************************************
 LX2104  DESIGNATION -  H 66
 LX2104  PID         -  LX2104
 LX2104  STATE/COUNTY-  CT/TOLLAND
 LX2104  USGS QUAD   -  WESTFORD (1983)
 LX2104
 LX2104                         *CURRENT SURVEY CONTROL
 LX2104  ___________________________________________________________________
 LX2104* NAD 83(1986)-  41 59 31.     (N)    072 08 00.     (W)     SCALED    
 LX2104* NAVD 88     -       209.426  (meters)     687.09   (feet)  ADJUSTED  
 LX2104  ___________________________________________________________________
 LX2104  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX2104  DYNAMIC HT  -         209.358 (meters)     686.87  (feet)  COMP
 LX2104  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 LX2104
 LX2104  VERT ORDER  -  FIRST     CLASS II
 LX2104
 LX2104.The horizontal coordinates were scaled from a topographic map and have
 LX2104.an estimated accuracy of +/- 6 seconds.
 LX2104
 LX2104.The orthometric height was determined by differential leveling
 LX2104.and adjusted by the National Geodetic Survey in June 1991..
 LX2104
 LX2104.The geoid height was determined by GEOID03.
 LX2104
 LX2104.The dynamic height is computed by dividing the NAVD 88
 LX2104.geopotential number by the normal gravity value computed on the
 LX2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2104.degrees latitude (g = 980.6199 gals.).
 LX2104
 LX2104.The modeled gravity was interpolated from observed gravity values.
 LX2104
 LX2104;                    North         East    Units  Estimated Accuracy
 LX2104;SPC CT       -   281,260.      355,900.      MT  (+/- 180 meters Scaled)
 LX2104
 LX2104                          SUPERSEDED SURVEY CONTROL
 LX2104
 LX2104.No superseded survey control is available for this station.
 LX2104
 LX2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM374528(NAD 83)
 LX2104_MARKER: DB = BENCH MARK DISK
 LX2104_SETTING: 66 = SET IN ROCK OUTCROP
 LX2104_SP_SET: ROCK OUTCROP
 LX2104_STAMPING: H 66 1984
 LX2104_MARK LOGO: NGS   
 LX2104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2104+STABILITY: POSITION/ELEVATION WELL
 LX2104
 LX2104  HISTORY     - Date     Condition        Report By
 LX2104  HISTORY     - 1984     MONUMENTED       NGS
 LX2104
 LX2104                          STATION DESCRIPTION
 LX2104
 LX2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2104'2.5 KM (1.55 MI) EAST FROM UNION.
 LX2104'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2104'CHURCH OF UNION IN UNION, THENCE 2.0 KM (1.25 MI) EAST ALONG STATE
 LX2104'HIGHWAY 171 TO THE MARK ON THE LEFT, IN TOP OF A SMALL POINT OF A ROCK
 LX2104'CUT, 3.96 METERS (13.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2104'15.70 METERS (51.5 FT) EAST OF THE EAST END OF A HEADWALL OF A
 LX2104'CULVERT.
 LX2104'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2211 ***********************************************************************
 LX2211  DESIGNATION -  H 67
 LX2211  PID         -  LX2211
 LX2211  STATE/COUNTY-  CT/MIDDLESEX
 LX2211  USGS QUAD   -  MIDDLETOWN (1992)
 LX2211
 LX2211                         *CURRENT SURVEY CONTROL
 LX2211  ___________________________________________________________________
 LX2211* NAD 83(1986)-  41 33 43.     (N)    072 39 57.     (W)     SCALED    
 LX2211* NAVD 88     -        15.494  (meters)      50.83   (feet)  ADJUSTED  
 LX2211  ___________________________________________________________________
 LX2211  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2211  DYNAMIC HT  -          15.489 (meters)      50.82  (feet)  COMP
 LX2211  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 LX2211
 LX2211  VERT ORDER  -  FIRST     CLASS II
 LX2211
 LX2211.The horizontal coordinates were scaled from a topographic map and have
 LX2211.an estimated accuracy of +/- 6 seconds.
 LX2211
 LX2211.The orthometric height was determined by differential leveling
 LX2211.and adjusted by the National Geodetic Survey in June 1991..
 LX2211
 LX2211.The geoid height was determined by GEOID03.
 LX2211
 LX2211.The dynamic height is computed by dividing the NAVD 88
 LX2211.geopotential number by the normal gravity value computed on the
 LX2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2211.degrees latitude (g = 980.6199 gals.).
 LX2211
 LX2211.The modeled gravity was interpolated from observed gravity values.
 LX2211
 LX2211;                    North         East    Units  Estimated Accuracy
 LX2211;SPC CT       -   233,320.      311,820.      MT  (+/- 180 meters Scaled)
 LX2211
 LX2211                          SUPERSEDED SURVEY CONTROL
 LX2211
 LX2211.No superseded survey control is available for this station.
 LX2211
 LX2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM946037(NAD 83)
 LX2211_MARKER: DB = BENCH MARK DISK
 LX2211_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2211_SP_SET: ABUTMENT
 LX2211_STAMPING: H 67 1984
 LX2211_MARK LOGO: NGS   
 LX2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2211
 LX2211  HISTORY     - Date     Condition        Report By
 LX2211  HISTORY     - 1984     MONUMENTED       NGS
 LX2211
 LX2211                          STATION DESCRIPTION
 LX2211
 LX2211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2211'1.7 KM (1.05 MI) NW FROM MIDDLETOWN.
 LX2211'0.3 KM (0.2 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 LX2211'MIDDLETOWN, THENCE 1.0 KM (0.6 MI) WEST ALONG STATE HIGHWAY 66, THENCE
 LX2211'0.4 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 72 TO THE MARK ON THE LEFT,
 LX2211'IN THE WEST END OF THE SOUTH ABUTMENT OF HIGHWAY BRIDGE 2926 OVER
 LX2211'COGINCHAUG RIVER, 0.45 METER (1.5 FT) EAST OF THE WEST RETAINING WALL
 LX2211'WITH FENCE ON TOP, 9.75 METERS (32.0 FT) WEST OF THE CENTERLINE OF THE
 LX2211'HIGHWAY, 8.81 METERS (28.9 FT) NORTH OF THE SOUTH END OF THE RETAINING
 LX2211'WALL.
 LX2211'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2189 ***********************************************************************
 LX2189  DESIGNATION -  H 68
 LX2189  PID         -  LX2189
 LX2189  STATE/COUNTY-  CT/HARTFORD
 LX2189  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2189
 LX2189                         *CURRENT SURVEY CONTROL
 LX2189  ___________________________________________________________________
 LX2189* NAD 83(1986)-  41 46 08.     (N)    072 38 36.     (W)     SCALED    
 LX2189* NAVD 88     -        11.870  (meters)      38.94   (feet)  ADJUSTED  
 LX2189  ___________________________________________________________________
 LX2189  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2189  DYNAMIC HT  -          11.866 (meters)      38.93  (feet)  COMP
 LX2189  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 LX2189
 LX2189  VERT ORDER  -  FIRST     CLASS II
 LX2189
 LX2189.The horizontal coordinates were scaled from a topographic map and have
 LX2189.an estimated accuracy of +/- 6 seconds.
 LX2189
 LX2189.The orthometric height was determined by differential leveling
 LX2189.and adjusted by the National Geodetic Survey in June 1991..
 LX2189
 LX2189.The geoid height was determined by GEOID03.
 LX2189
 LX2189.The dynamic height is computed by dividing the NAVD 88
 LX2189.geopotential number by the normal gravity value computed on the
 LX2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2189.degrees latitude (g = 980.6199 gals.).
 LX2189
 LX2189.The modeled gravity was interpolated from observed gravity values.
 LX2189
 LX2189;                    North         East    Units  Estimated Accuracy
 LX2189;SPC CT       -   256,310.      313,670.      MT  (+/- 180 meters Scaled)
 LX2189
 LX2189                          SUPERSEDED SURVEY CONTROL
 LX2189
 LX2189.No superseded survey control is available for this station.
 LX2189
 LX2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM958268(NAD 83)
 LX2189_MARKER: DB = BENCH MARK DISK
 LX2189_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2189+WITH SETTING: PAVEMENT
 LX2189_SP_SET: WATER TABLE
 LX2189_STAMPING: H 68 1984
 LX2189_MARK LOGO: NGS   
 LX2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2189+STABILITY: SURFACE MOTION
 LX2189
 LX2189  HISTORY     - Date     Condition        Report By
 LX2189  HISTORY     - 1984     MONUMENTED       NGS
 LX2189  HISTORY     - 1986     GOOD             NGS
 LX2189
 LX2189                          STATION DESCRIPTION
 LX2189
 LX2189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2189'IN EAST HARTFORD.
 LX2189'IN EAST HARTFORD, AT THE MAIN STREET POST OFFICE, NEAR THE JUNCTION OF
 LX2189'U.S. HIGHWAY 44 (CONNECTICUT BLVD), IN TOP OF THE NORTH CORNER OF A
 LX2189'BASEMENT WINDOW VENT, 24.57 METERS (80.6 FT) SOUTH OF THE SOUTH CURB
 LX2189'OF MAIN STREET, 17.34 METERS (56.9 FT) SOUTH OF A FLAGPOLE, 15.06
 LX2189'METERS (49.4 FT) WEST OF THE NORTHEAST CORNER OF THE POST OFFICE.
 LX2189'THE MARK IS 0.30 M ABOVE MAIN STREET.
 LX2189
 LX2189                          STATION RECOVERY (1986)
 LX2189
 LX2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2252 ***********************************************************************
 LX2252  DESIGNATION -  H 69
 LX2252  PID         -  LX2252
 LX2252  STATE/COUNTY-  CT/MIDDLESEX
 LX2252  USGS QUAD   -  ESSEX (1977)
 LX2252
 LX2252                         *CURRENT SURVEY CONTROL
 LX2252  ___________________________________________________________________
 LX2252* NAD 83(1986)-  41 21 03.     (N)    072 24 11.     (W)     SCALED    
 LX2252* NAVD 88     -         9.544  (meters)      31.31   (feet)  ADJUSTED  
 LX2252  ___________________________________________________________________
 LX2252  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX2252  DYNAMIC HT  -           9.541 (meters)      31.30  (feet)  COMP
 LX2252  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX2252
 LX2252  VERT ORDER  -  FIRST     CLASS II
 LX2252
 LX2252.The horizontal coordinates were scaled from a topographic map and have
 LX2252.an estimated accuracy of +/- 6 seconds.
 LX2252
 LX2252.The orthometric height was determined by differential leveling
 LX2252.and adjusted by the National Geodetic Survey in June 1991..
 LX2252
 LX2252.The geoid height was determined by GEOID03.
 LX2252
 LX2252.The dynamic height is computed by dividing the NAVD 88
 LX2252.geopotential number by the normal gravity value computed on the
 LX2252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2252.degrees latitude (g = 980.6199 gals.).
 LX2252
 LX2252.The modeled gravity was interpolated from observed gravity values.
 LX2252
 LX2252;                    North         East    Units  Estimated Accuracy
 LX2252;SPC CT       -   209,930.      333,840.      MT  (+/- 180 meters Scaled)
 LX2252
 LX2252                          SUPERSEDED SURVEY CONTROL
 LX2252
 LX2252.No superseded survey control is available for this station.
 LX2252
 LX2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL172809(NAD 83)
 LX2252_MARKER: DB = BENCH MARK DISK
 LX2252_SETTING: 66 = SET IN ROCK OUTCROP
 LX2252_SP_SET: ROCK OUTCROP
 LX2252_STAMPING: H 69 1984
 LX2252_MARK LOGO: NGS   
 LX2252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2252+STABILITY: POSITION/ELEVATION WELL
 LX2252
 LX2252  HISTORY     - Date     Condition        Report By
 LX2252  HISTORY     - 1984     MONUMENTED       NGS
 LX2252  HISTORY     - 1989     GOOD             USPSQD
 LX2252  HISTORY     - 1990     GOOD             USPSQD
 LX2252  HISTORY     - 19970210 GOOD             USPSQD
 LX2252  HISTORY     - 19980314 GOOD             USPSQD
 LX2252  HISTORY     - 19991215 GOOD             USPSQD
 LX2252
 LX2252                          STATION DESCRIPTION
 LX2252
 LX2252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2252'1.0 KM (0.6 MI) SOUTH FROM CENTERBROOK.
 LX2252'1.0 KM (0.6 MI) SOUTH ALONG MIDDLESEX TURNPIKE FROM THE CENTERBROOK
 LX2252'CONGREGATIONAL CHURCH IN CENTERBROOK TO THE MARK ON THE RIGHT, 10.6
 LX2252'METERS (35.0 FT) SOUTHWEST OF THE CENTER OF THE MEDIAN OF THE
 LX2252'TURNPIKE, 22.5 METERS (74.0 FT) NORTHWEST OF THE CENTERLINE OF STATE
 LX2252'HIGHWAY 153.
 LX2252'THE MARK IS 1.2 METERS  E FROM A WITNESS POST.
 LX2252'THE MARK IS 0.45 M ABOVE TURNPIKE.
 LX2252
 LX2252                          STATION RECOVERY (1989)
 LX2252
 LX2252'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2252'RECOVERED IN GOOD CONDITION.
 LX2252
 LX2252                          STATION RECOVERY (1990)
 LX2252
 LX2252'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2252'RECOVERED IN GOOD CONDITION.
 LX2252
 LX2252                          STATION RECOVERY (1997)
 LX2252
 LX2252'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2252'RECOVERED IN GOOD CONDITION.
 LX2252
 LX2252                          STATION RECOVERY (1998)
 LX2252
 LX2252'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX2252'RECOVERED IN GOOD CONDITION.
 LX2252
 LX2252                          STATION RECOVERY (1999)
 LX2252
 LX2252'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0507 ***********************************************************************
 LX0507  DESIGNATION -  H 7
 LX0507  PID         -  LX0507
 LX0507  STATE/COUNTY-  CT/HARTFORD
 LX0507  USGS QUAD   -  NEW BRITAIN (1992)
 LX0507
 LX0507                         *CURRENT SURVEY CONTROL
 LX0507  ___________________________________________________________________
 LX0507* NAD 83(1986)-  41 39 39.     (N)    072 46 47.     (W)     SCALED    
 LX0507* NAVD 88     -        53.893  (meters)     176.81   (feet)  ADJUSTED  
 LX0507  ___________________________________________________________________
 LX0507  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX0507  DYNAMIC HT  -          53.876 (meters)     176.76  (feet)  COMP
 LX0507  MODELED GRAV-     980,316.1   (mgal)                       NAVD 88
 LX0507
 LX0507  VERT ORDER  -  FIRST     CLASS II
 LX0507
 LX0507.The horizontal coordinates were scaled from a topographic map and have
 LX0507.an estimated accuracy of +/- 6 seconds.
 LX0507
 LX0507.The orthometric height was determined by differential leveling
 LX0507.and adjusted by the National Geodetic Survey in June 1991..
 LX0507
 LX0507.The geoid height was determined by GEOID03.
 LX0507
 LX0507.The dynamic height is computed by dividing the NAVD 88
 LX0507.geopotential number by the normal gravity value computed on the
 LX0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0507.degrees latitude (g = 980.6199 gals.).
 LX0507
 LX0507.The modeled gravity was interpolated from observed gravity values.
 LX0507
 LX0507;                    North         East    Units  Estimated Accuracy
 LX0507;SPC CT       -   244,300.      302,330.      MT  (+/- 180 meters Scaled)
 LX0507
 LX0507                          SUPERSEDED SURVEY CONTROL
 LX0507
 LX0507  NGVD 29 (??/??/92)   54.168  (m)          177.72   (f) ADJ UNCH    1 2
 LX0507
 LX0507.Superseded values are not recommended for survey control.
 LX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0507.See file dsdata.txt to determine how the superseded data were derived.
 LX0507
 LX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM848145(NAD 83)
 LX0507_MARKER: DD = SURVEY DISK
 LX0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0507_SP_SET: SANDSTONE BLOCK
 LX0507_STAMPING: 177.716 H 7 1923
 LX0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0507+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 LX0507
 LX0507  HISTORY     - Date     Condition        Report By
 LX0507  HISTORY     - 1923     MONUMENTED       USGS
 LX0507  HISTORY     - 1967     GOOD             NGS
 LX0507  HISTORY     - 1978     GOOD             NGS
 LX0507  HISTORY     - 1984     GOOD             USPSQD
 LX0507  HISTORY     - 1985     GOOD             USPSQD
 LX0507  HISTORY     - 1988     GOOD             USPSQD
 LX0507  HISTORY     - 20011006 GOOD             USPSQD
 LX0507
 LX0507                          STATION DESCRIPTION
 LX0507
 LX0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0507'AT NEW BRITAIN.
 LX0507'AT NEW BRITAIN, HARTFORD COUNTY, AT THE INTERSECTION OF SOUTH
 LX0507'MAIN AND BASSETT STREETS, AT THE SENIOR HIGH SCHOOL, AT THE WEST
 LX0507'SIDE OF THE MAIN ENTRANCE, IN THE FACE OF A SANDSTONE BLOCK, AND
 LX0507'ABOUT 2 FEET ABOVE THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 LX0507'STANDARD DISK, STAMPED 177.716 H 7 1923 AND SET VERTICALLY.
 LX0507
 LX0507                          STATION RECOVERY (1978)
 LX0507
 LX0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0507'RECOVERED IN GOOD CONDITION.
 LX0507
 LX0507                          STATION RECOVERY (1984)
 LX0507
 LX0507'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0507'AT THE INTERSECTION OF SOUTH MAIN AND BASSETT STREET, AT THE SCHOOL
 LX0507'APARTMENTS I, AT THE WEST SIDE OF THE NORTH ENTRANCE, IN THE FACE OF
 LX0507'FACE OF A SANDSTONE BLOCK ABOUT 2 FEET ABOVE THE GROUND AND SET
 LX0507'VERTICALLY.
 LX0507
 LX0507                          STATION RECOVERY (1985)
 LX0507
 LX0507'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0507'IN NEW BRITAIN, AT THE INTERSECTION OF SOUTH MAIN AND BASSETT
 LX0507'STREETS, AT THE SCHOOL APARTMENTS I, AT THE WEST SIDE OF THE NORTH
 LX0507'ENTRANCE, IN THE FACE OF A SANDSTONE BLOCK ABOUT 2 FEET ABOVE THE
 LX0507'GROUND AND SET VERTICALLY.
 LX0507
 LX0507                          STATION RECOVERY (1988)
 LX0507
 LX0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (RB)
 LX0507'RECOVERED IN GOOD CONDITION.
 LX0507
 LX0507                          STATION RECOVERY (2001)
 LX0507
 LX0507'RECOVERY NOTE BY US POWER SQUADRON 2001 (TPK)
 LX0507'FOUND AS DESCRIBED BUT NAME OF COMPLEX IS CURRENTLY SENIOR APARTMENTS
 LX0507'AND HOUSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2293 ***********************************************************************
 LX2293  DESIGNATION -  H 71
 LX2293  PID         -  LX2293
 LX2293  STATE/COUNTY-  CT/FAIRFIELD
 LX2293  USGS QUAD   -  NORWALK NORTH (1975)
 LX2293
 LX2293                         *CURRENT SURVEY CONTROL
 LX2293  ___________________________________________________________________
 LX2293* NAD 83(1986)-  41 11 54.     (N)    073 29 33.     (W)     SCALED    
 LX2293* NAVD 88     -        91.953  (meters)     301.68   (feet)  ADJUSTED  
 LX2293  ___________________________________________________________________
 LX2293  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX2293  DYNAMIC HT  -          91.921 (meters)     301.58  (feet)  COMP
 LX2293  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LX2293
 LX2293  VERT ORDER  -  FIRST     CLASS II
 LX2293
 LX2293.The horizontal coordinates were scaled from a topographic map and have
 LX2293.an estimated accuracy of +/- 6 seconds.
 LX2293
 LX2293.The orthometric height was determined by differential leveling
 LX2293.and adjusted by the National Geodetic Survey in June 1991..
 LX2293
 LX2293.The geoid height was determined by GEOID03.
 LX2293
 LX2293.The dynamic height is computed by dividing the NAVD 88
 LX2293.geopotential number by the normal gravity value computed on the
 LX2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2293.degrees latitude (g = 980.6199 gals.).
 LX2293
 LX2293.The modeled gravity was interpolated from observed gravity values.
 LX2293
 LX2293;                    North         East    Units  Estimated Accuracy
 LX2293;SPC CT       -   193,200.      242,520.      MT  (+/- 180 meters Scaled)
 LX2293
 LX2293                          SUPERSEDED SURVEY CONTROL
 LX2293
 LX2293.No superseded survey control is available for this station.
 LX2293
 LX2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL264618(NAD 83)
 LX2293_MARKER: DB = BENCH MARK DISK
 LX2293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2293_SP_SET: WINGWWALL
 LX2293_STAMPING: H 71 1985
 LX2293_MARK LOGO: NGS   
 LX2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2293+STABILITY: SURFACE MOTION
 LX2293
 LX2293  HISTORY     - Date     Condition        Report By
 LX2293  HISTORY     - 1985     MONUMENTED       NGS
 LX2293
 LX2293                          STATION DESCRIPTION
 LX2293
 LX2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2293'6.7 KM (4.15 MI) WEST FROM WILTON.
 LX2293'3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2293'U.S. HIGHWAY 7 IN WILTON, THENCE 2.6 KM (1.65 MI) SOUTHWEST ALONG
 LX2293'DEFOREST ROAD, THENCE 0.2 KM (0.1 MI) SOUTHWEST ALONG NORTH WILTON
 LX2293'ROAD TO THE MARK ON THE LEFT, IN THE SOUTHWEST WINGWALL OF THE BRIDGE
 LX2293'OVER GRUPES RESERVOIR, 4.4 METERS (14.5 FT) SOUTHEAST OF THE
 LX2293'CENTERLINE OF THE ROAD.
 LX2293'THE MARK IS 0.30 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2272 ***********************************************************************
 LX2272  DESIGNATION -  H 72
 LX2272  PID         -  LX2272
 LX2272  STATE/COUNTY-  CT/FAIRFIELD
 LX2272  USGS QUAD   -  GLENVILLE (1971)
 LX2272
 LX2272                         *CURRENT SURVEY CONTROL
 LX2272  ___________________________________________________________________
 LX2272* NAD 83(1986)-  41 05 40.     (N)    073 37 56.     (W)     SCALED    
 LX2272* NAVD 88     -       102.036  (meters)     334.76   (feet)  ADJUSTED  
 LX2272  ___________________________________________________________________
 LX2272  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX2272  DYNAMIC HT  -         102.000 (meters)     334.64  (feet)  COMP
 LX2272  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX2272
 LX2272  VERT ORDER  -  FIRST     CLASS II
 LX2272
 LX2272.The horizontal coordinates were scaled from a topographic map and have
 LX2272.an estimated accuracy of +/- 6 seconds.
 LX2272
 LX2272.The orthometric height was determined by differential leveling
 LX2272.and adjusted by the National Geodetic Survey in June 1991..
 LX2272
 LX2272.The geoid height was determined by GEOID03.
 LX2272
 LX2272.The dynamic height is computed by dividing the NAVD 88
 LX2272.geopotential number by the normal gravity value computed on the
 LX2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2272.degrees latitude (g = 980.6199 gals.).
 LX2272
 LX2272.The modeled gravity was interpolated from observed gravity values.
 LX2272
 LX2272;                    North         East    Units  Estimated Accuracy
 LX2272;SPC CT       -   181,780.      230,680.      MT  (+/- 180 meters Scaled)
 LX2272
 LX2272                          SUPERSEDED SURVEY CONTROL
 LX2272
 LX2272.No superseded survey control is available for this station.
 LX2272
 LX2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL148501(NAD 83)
 LX2272_MARKER: DB = BENCH MARK DISK
 LX2272_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2272_SP_SET: BRIDGE ABUTMENT
 LX2272_STAMPING: H 72 1985
 LX2272_MARK LOGO: NGS   
 LX2272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2272
 LX2272  HISTORY     - Date     Condition        Report By
 LX2272  HISTORY     - 1985     MONUMENTED       NGS
 LX2272
 LX2272                          STATION DESCRIPTION
 LX2272
 LX2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2272'8.2 KM (5.1 MI) SW FROM STAMFORD.
 LX2272'8.2 KM (5.1 MI) SOUTHWEST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2272'FROM THE OVERPASS FOR STATE HIGHWAY 137 IN STAMFORD TO THE MARK ON THE
 LX2272'LEFT, IN TOP OF THE LOWER FOUNDATION OF THE SOUTHEAST ABUTMENT OF THE
 LX2272'NORTH STREET OVERPASS, NO. 697, 0.09 METER (0.3 FT) SOUTHWEST OF THE
 LX2272'SOUTHWEST EDGE OF THE HIGHWAY, 0.46 METER (1.5 FT) NORTH OF THE NORTH
 LX2272'END OF THE OVERPASS, 0.15 METER (0.5 FT) NORTHEAST OF THE NORTHEAST
 LX2272'FACE OF THE ABUTMENT.
 LX2272'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2317 ***********************************************************************
 LX2317  DESIGNATION -  H 73
 LX2317  PID         -  LX2317
 LX2317  STATE/COUNTY-  CT/FAIRFIELD
 LX2317  USGS QUAD   -  BOTSFORD (1984)
 LX2317
 LX2317                         *CURRENT SURVEY CONTROL
 LX2317  ___________________________________________________________________
 LX2317* NAD 83(1986)-  41 17 42.     (N)    073 20 34.     (W)     SCALED    
 LX2317* NAVD 88     -       160.013  (meters)     524.98   (feet)  ADJUSTED  
 LX2317  ___________________________________________________________________
 LX2317  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2317  DYNAMIC HT  -         159.960 (meters)     524.80  (feet)  COMP
 LX2317  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX2317
 LX2317  VERT ORDER  -  FIRST     CLASS II
 LX2317
 LX2317.The horizontal coordinates were scaled from a topographic map and have
 LX2317.an estimated accuracy of +/- 6 seconds.
 LX2317
 LX2317.The orthometric height was determined by differential leveling
 LX2317.and adjusted by the National Geodetic Survey in June 1991..
 LX2317
 LX2317.The geoid height was determined by GEOID03.
 LX2317
 LX2317.The dynamic height is computed by dividing the NAVD 88
 LX2317.geopotential number by the normal gravity value computed on the
 LX2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2317.degrees latitude (g = 980.6199 gals.).
 LX2317
 LX2317.The modeled gravity was interpolated from observed gravity values.
 LX2317
 LX2317;                    North         East    Units  Estimated Accuracy
 LX2317;SPC CT       -   203,840.      255,150.      MT  (+/- 180 meters Scaled)
 LX2317
 LX2317                          SUPERSEDED SURVEY CONTROL
 LX2317
 LX2317.No superseded survey control is available for this station.
 LX2317
 LX2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL387728(NAD 83)
 LX2317_MARKER: DB = BENCH MARK DISK
 LX2317_SETTING: 66 = SET IN ROCK OUTCROP
 LX2317_SP_SET: ROCK OUTCROP
 LX2317_STAMPING: H 73 1985
 LX2317_MARK LOGO: NGS   
 LX2317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2317+STABILITY: POSITION/ELEVATION WELL
 LX2317
 LX2317  HISTORY     - Date     Condition        Report By
 LX2317  HISTORY     - 1985     MONUMENTED       NGS
 LX2317
 LX2317                          STATION DESCRIPTION
 LX2317
 LX2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2317'2.2 KM (1.35 MI) SOUTH FROM REDDING RIDGE.
 LX2317'2.2 KM (1.35 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2317'CROSS HIGHWAY TO THE MARK ON THE RIGHT, IN FRONT OF HOUSE 81,
 LX2317'6.5 METERS (21.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.2 METERS
 LX2317'(20.5 FT) SOUTH-SOUTHEAST OF POWER POLE 1578, 1.5 METERS (5.0 FT)
 LX2317'SOUTHWEST OF MAIL BOX 81.
 LX2317'THE MARK IS 0.30 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2350 ***********************************************************************
 LX2350  DESIGNATION -  H 74
 LX2350  PID         -  LX2350
 LX2350  STATE/COUNTY-  CT/FAIRFIELD
 LX2350  USGS QUAD   -  BOTSFORD (1984)
 LX2350
 LX2350                         *CURRENT SURVEY CONTROL
 LX2350  ___________________________________________________________________
 LX2350* NAD 83(1986)-  41 21 17.     (N)    073 15 41.     (W)     SCALED    
 LX2350* NAVD 88     -       137.716  (meters)     451.82   (feet)  ADJUSTED  
 LX2350  ___________________________________________________________________
 LX2350  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2350  DYNAMIC HT  -         137.669 (meters)     451.67  (feet)  COMP
 LX2350  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX2350
 LX2350  VERT ORDER  -  FIRST     CLASS II
 LX2350
 LX2350.The horizontal coordinates were scaled from a topographic map and have
 LX2350.an estimated accuracy of +/- 6 seconds.
 LX2350
 LX2350.The orthometric height was determined by differential leveling
 LX2350.and adjusted by the National Geodetic Survey in June 1991..
 LX2350
 LX2350.The geoid height was determined by GEOID03.
 LX2350
 LX2350.The dynamic height is computed by dividing the NAVD 88
 LX2350.geopotential number by the normal gravity value computed on the
 LX2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2350.degrees latitude (g = 980.6199 gals.).
 LX2350
 LX2350.The modeled gravity was interpolated from observed gravity values.
 LX2350
 LX2350;                    North         East    Units  Estimated Accuracy
 LX2350;SPC CT       -   210,430.      262,010.      MT  (+/- 180 meters Scaled)
 LX2350
 LX2350                          SUPERSEDED SURVEY CONTROL
 LX2350
 LX2350.No superseded survey control is available for this station.
 LX2350
 LX2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL454795(NAD 83)
 LX2350_MARKER: I = METAL ROD
 LX2350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2350_SP_SET: STAINLESS STEEL ROD
 LX2350_STAMPING: H 74 1985
 LX2350_MARK LOGO: NGS   
 LX2350_PROJECTION: FLUSH
 LX2350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2350_ROD/PIPE-DEPTH: 4.3  meters
 LX2350
 LX2350  HISTORY     - Date     Condition        Report By
 LX2350  HISTORY     - 1985     MONUMENTED       NGS
 LX2350
 LX2350                          STATION DESCRIPTION
 LX2350
 LX2350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2350'3.8 KM (2.35 MI) NW FROM UPPER STEPNEY.
 LX2350'3.8 KM (2.35 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2350'STATE HIGHWAY 59 IN UPPER STEPNEY TO THE MARK ON THE LEFT, AT THE
 LX2350'ENTRANCE TO MONROE READY MIX CONCRETE, ACROSS THE HIGHWAY FROM THE
 LX2350'JUNCTION OF SWAMP ROAD, AT THE MONROE-NEWTOWN TOWN LINE, 9.44 METERS
 LX2350'(31.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.84 METERS
 LX2350'(29.0 FT) SOUTH-SOUTHEAST OF THE EXTENDED CENTER OF SWAMP ROAD,
 LX2350'3.29 METERS (10.8 FT) SOUTHWEST OF UTILITY POLE 561 WITH TWO GUY
 LX2350'WIRES. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2350'THE MARK IS 0.79 METERS  SW FROM  A WITNESS POST
 LX2350'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2463 ***********************************************************************
 LX2463  DESIGNATION -  H 75
 LX2463  PID         -  LX2463
 LX2463  STATE/COUNTY-  CT/LITCHFIELD
 LX2463  USGS QUAD   -  TORRINGTON (1984)
 LX2463
 LX2463                         *CURRENT SURVEY CONTROL
 LX2463  ___________________________________________________________________
 LX2463* NAD 83(1986)-  41 45 03.     (N)    073 04 50.     (W)     SCALED    
 LX2463* NAVD 88     -       285.716  (meters)     937.39   (feet)  ADJUSTED  
 LX2463  ___________________________________________________________________
 LX2463  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2463  DYNAMIC HT  -         285.621 (meters)     937.07  (feet)  COMP
 LX2463  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 LX2463
 LX2463  VERT ORDER  -  FIRST     CLASS II
 LX2463
 LX2463.The horizontal coordinates were scaled from a topographic map and have
 LX2463.an estimated accuracy of +/- 6 seconds.
 LX2463
 LX2463.The orthometric height was determined by differential leveling
 LX2463.and adjusted by the National Geodetic Survey in June 1991..
 LX2463
 LX2463.The geoid height was determined by GEOID03.
 LX2463
 LX2463.The dynamic height is computed by dividing the NAVD 88
 LX2463.geopotential number by the normal gravity value computed on the
 LX2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2463.degrees latitude (g = 980.6199 gals.).
 LX2463
 LX2463.The modeled gravity was interpolated from observed gravity values.
 LX2463
 LX2463;                    North         East    Units  Estimated Accuracy
 LX2463;SPC CT       -   254,350.      277,310.      MT  (+/- 180 meters Scaled)
 LX2463
 LX2463                          SUPERSEDED SURVEY CONTROL
 LX2463
 LX2463.No superseded survey control is available for this station.
 LX2463
 LX2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM595238(NAD 83)
 LX2463_MARKER: DB = BENCH MARK DISK
 LX2463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2463_SP_SET: HEADWALL
 LX2463_STAMPING: H 75 1985
 LX2463_MARK LOGO: NGS   
 LX2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2463+STABILITY: SURFACE MOTION
 LX2463
 LX2463  HISTORY     - Date     Condition        Report By
 LX2463  HISTORY     - 1985     MONUMENTED       NGS
 LX2463
 LX2463                          STATION DESCRIPTION
 LX2463
 LX2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2463'1.9 KM (1.2 MI) SOUTH FROM HARWINTON.
 LX2463'1.9 KM (1.15 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE JUNCTION OF
 LX2463'STATE HIGHWAY 118 IN HARWINTON TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2463'WEST HEADWALL OF A BOX CULVERT, 5.02 METERS (16.5 FT) EAST OF THE
 LX2463'CENTERLINE OF THE HIGHWAY, 22.09 METERS (72.5 FT) WEST OF THE
 LX2463'NORTHWEST CORNER OF A SINGLE STORY FRAME HOUSE, NUMBER 254, 12.34
 LX2463'METERS (40.5 FT) SOUTH OF POWER POLE 3296.
 LX2463'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2691 ***********************************************************************
 LX2691  DESIGNATION -  H 76
 LX2691  PID         -  LX2691
 LX2691  STATE/COUNTY-  CT/HARTFORD
 LX2691  USGS QUAD   -  COLLINSVILLE (1984)
 LX2691
 LX2691                         *CURRENT SURVEY CONTROL
 LX2691  ___________________________________________________________________
 LX2691* NAD 83(1986)-  41 50 53.     (N)    072 56 47.     (W)     SCALED    
 LX2691* NAVD 88     -       141.902  (meters)     465.56   (feet)  ADJUSTED  
 LX2691  ___________________________________________________________________
 LX2691  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 LX2691  DYNAMIC HT  -         141.861 (meters)     465.42  (feet)  COMP
 LX2691  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 LX2691
 LX2691  VERT ORDER  -  FIRST     CLASS II
 LX2691
 LX2691.The horizontal coordinates were scaled from a topographic map and have
 LX2691.an estimated accuracy of +/- 6 seconds.
 LX2691
 LX2691.The orthometric height was determined by differential leveling
 LX2691.and adjusted by the National Geodetic Survey in June 1991..
 LX2691
 LX2691.The geoid height was determined by GEOID03.
 LX2691
 LX2691.The dynamic height is computed by dividing the NAVD 88
 LX2691.geopotential number by the normal gravity value computed on the
 LX2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2691.degrees latitude (g = 980.6199 gals.).
 LX2691
 LX2691.The modeled gravity was interpolated from observed gravity values.
 LX2691
 LX2691;                    North         East    Units  Estimated Accuracy
 LX2691;SPC CT       -   265,120.      288,490.      MT  (+/- 180 meters Scaled)
 LX2691
 LX2691                          SUPERSEDED SURVEY CONTROL
 LX2691
 LX2691.No superseded survey control is available for this station.
 LX2691
 LX2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM704349(NAD 83)
 LX2691_MARKER: DB = BENCH MARK DISK
 LX2691_SETTING: 66 = SET IN ROCK OUTCROP
 LX2691_SP_SET: ROCK OUTCROP
 LX2691_STAMPING: H 76 1985
 LX2691_MARK LOGO: NGS   
 LX2691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2691+STABILITY: POSITION/ELEVATION WELL
 LX2691
 LX2691  HISTORY     - Date     Condition        Report By
 LX2691  HISTORY     - 1985     MONUMENTED       NGS
 LX2691
 LX2691                          STATION DESCRIPTION
 LX2691
 LX2691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2691'3.7 KM (2.3 MI) SE FROM PINE MEADOW.
 LX2691'3.7 KM (2.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2691'IN PINE MEADOW TO THE MARK ON THE RIGHT, ON THE SOUTHEAST SIDE OF THE
 LX2691'ENTRANCE ROAD OF BUTTON MEADOW ESTATES, 34.74 METERS (114.0 FT)
 LX2691'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY (SLOPE MEASURMENT), 22.25
 LX2691'METERS (73.0 FT) EAST AND ACROSS THE ENTRANCE DRIVE FROM POWER POLE
 LX2691'NUMBER 30 K-547, 11.0 METERS (36.0 FT) SOUTHEAST OF THE CENTER OF THE
 LX2691'ENTRANCE DRIVE (SLOPE MEASURMENT).
 LX2691'THE MARK IS 0.24 METERS  NE FROM  A WITNESS POST
 LX2691'THE MARK IS 2.43 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2524 ***********************************************************************
 LX2524  DESIGNATION -  H 77
 LX2524  PID         -  LX2524
 LX2524  STATE/COUNTY-  CT/FAIRFIELD
 LX2524  USGS QUAD   -  ANSONIA (1984)
 LX2524
 LX2524                         *CURRENT SURVEY CONTROL
 LX2524  ___________________________________________________________________
 LX2524* NAD 83(1986)-  41 17 29.     (N)    073 04 29.     (W)     SCALED    
 LX2524* NAVD 88     -        30.277  (meters)      99.33   (feet)  ADJUSTED  
 LX2524  ___________________________________________________________________
 LX2524  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2524  DYNAMIC HT  -          30.267 (meters)      99.30  (feet)  COMP
 LX2524  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 LX2524
 LX2524  VERT ORDER  -  FIRST     CLASS II
 LX2524
 LX2524.The horizontal coordinates were scaled from a topographic map and have
 LX2524.an estimated accuracy of +/- 6 seconds.
 LX2524
 LX2524.The orthometric height was determined by differential leveling
 LX2524.and adjusted by the National Geodetic Survey in June 1991..
 LX2524
 LX2524.The geoid height was determined by GEOID03.
 LX2524
 LX2524.The dynamic height is computed by dividing the NAVD 88
 LX2524.geopotential number by the normal gravity value computed on the
 LX2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2524.degrees latitude (g = 980.6199 gals.).
 LX2524
 LX2524.The modeled gravity was interpolated from observed gravity values.
 LX2524
 LX2524;                    North         East    Units  Estimated Accuracy
 LX2524;SPC CT       -   203,320.      277,600.      MT  (+/- 180 meters Scaled)
 LX2524
 LX2524                          SUPERSEDED SURVEY CONTROL
 LX2524
 LX2524.No superseded survey control is available for this station.
 LX2524
 LX2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL612728(NAD 83)
 LX2524_MARKER: DB = BENCH MARK DISK
 LX2524_SETTING: 66 = SET IN ROCK OUTCROP
 LX2524_SP_SET: ROCK CUT
 LX2524_STAMPING: H 77 1985
 LX2524_MARK LOGO: NGS   
 LX2524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2524+STABILITY: POSITION/ELEVATION WELL
 LX2524
 LX2524  HISTORY     - Date     Condition        Report By
 LX2524  HISTORY     - 1985     MONUMENTED       NGS
 LX2524
 LX2524                          STATION DESCRIPTION
 LX2524
 LX2524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2524'3.6 KM (2.25 MI) SOUTH FROM SHELTON.
 LX2524'3.6 KM (2.25 MI) SOUTH ALONG STATE HIGHWAY 110 FROM THE JUNCTION OF
 LX2524'BRIDGE STREET IN SHELTON TO THE MARK ON THE RIGHT, SET VERICALLY AND
 LX2524'ABOUT CENTER OF A LARGE ROCK CUT ON THE SOUTHWEST SIDE OF A SMALL FOOD
 LX2524'STORE, 33.83 METERS (111.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2524'HIGHWAY, 8.53 METERS (28.0 FT) SOUTHWEST OF THE WEST CORNER OF THE
 LX2524'STORE.
 LX2524'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2845 ***********************************************************************
 LX2845  DESIGNATION -  H 78
 LX2845  PID         -  LX2845
 LX2845  STATE/COUNTY-  CT/NEW HAVEN
 LX2845  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2845
 LX2845                         *CURRENT SURVEY CONTROL
 LX2845  ___________________________________________________________________
 LX2845* NAD 83(1986)-  41 27 22.     (N)    072 59 16.     (W)     SCALED    
 LX2845* NAVD 88     -       150.790  (meters)     494.72   (feet)  ADJUSTED  
 LX2845  ___________________________________________________________________
 LX2845  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2845  DYNAMIC HT  -         150.740 (meters)     494.55  (feet)  COMP
 LX2845  MODELED GRAV-     980,289.2   (mgal)                       NAVD 88
 LX2845
 LX2845  VERT ORDER  -  FIRST     CLASS II
 LX2845
 LX2845.The horizontal coordinates were scaled from a topographic map and have
 LX2845.an estimated accuracy of +/- 6 seconds.
 LX2845
 LX2845.The orthometric height was determined by differential leveling
 LX2845.and adjusted by the National Geodetic Survey in June 1991..
 LX2845
 LX2845.The geoid height was determined by GEOID03.
 LX2845
 LX2845.The dynamic height is computed by dividing the NAVD 88
 LX2845.geopotential number by the normal gravity value computed on the
 LX2845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2845.degrees latitude (g = 980.6199 gals.).
 LX2845
 LX2845.The modeled gravity was interpolated from observed gravity values.
 LX2845
 LX2845;                    North         East    Units  Estimated Accuracy
 LX2845;SPC CT       -   221,590.      284,930.      MT  (+/- 180 meters Scaled)
 LX2845
 LX2845                          SUPERSEDED SURVEY CONTROL
 LX2845
 LX2845.No superseded survey control is available for this station.
 LX2845
 LX2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL680913(NAD 83)
 LX2845_MARKER: DB = BENCH MARK DISK
 LX2845_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2845_SP_SET: MASSIVE HEADWALL
 LX2845_STAMPING: H 78 1985
 LX2845_MARK LOGO: NGS   
 LX2845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2845
 LX2845  HISTORY     - Date     Condition        Report By
 LX2845  HISTORY     - 1985     MONUMENTED       NGS
 LX2845  HISTORY     - 19910304 GOOD             USPSQD
 LX2845
 LX2845                          STATION DESCRIPTION
 LX2845
 LX2845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2845'7.9 KM (4.9 MI) EAST FROM BEACON FALLS.
 LX2845'0.5 KM (0.3 MI) EAST ALONG SOUTH MAIN STREET FROM THE BEACON HOSE
 LX2845'COMPANY NUMBER 1 IN BEACON FALLS, THENCE 7.2 KM (4.45 MI) EAST ALONG
 LX2845'STATE HIGHWAY 42, THENCE 0.2 KM (0.15 MI) NORTH ALONG STATE HIGHWAYS
 LX2845'42 AND 63 TO THE POINT WHERE STATE HIGHWAY 42 BEARS RIGHT AND THE
 LX2845'MARK, IN TOP OF THE SOUTH END OF THE EAST HEADWALL OF A VERY LARGE
 LX2845'CULVERT UNDER STATE HIGHWAY 63, ALSO 8.5 KM (5.3 MI) WEST ALONG STATE
 LX2845'HIGHWAY 42 FROM THE JUNCTION OF STATE HIGHWAY 10 IN CHESHIRE,
 LX2845'19.51 METERS (64.0 FT) NORTH OF THE CENTER LINE OF STATE HIGHWAY 42,
 LX2845'10.06 METERS (33.0 FT) EAST OF THE CENTER LINE OF STATE HIGHWAY 63,
 LX2845'0.40 METER (1.3 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 LX2845'THE MARK IS 0.5 M BELOW HIGHWAY.
 LX2845
 LX2845                          STATION RECOVERY (1991)
 LX2845
 LX2845'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2611 ***********************************************************************
 LX2611  DESIGNATION -  H 79
 LX2611  PID         -  LX2611
 LX2611  STATE/COUNTY-  CT/LITCHFIELD
 LX2611  USGS QUAD   -  NEW PRESTON (1984)
 LX2611
 LX2611                         *CURRENT SURVEY CONTROL
 LX2611  ___________________________________________________________________
 LX2611* NAD 83(1986)-  41 42 00.     (N)    073 16 58.     (W)     SCALED    
 LX2611* NAVD 88     -       281.438  (meters)     923.35   (feet)  ADJUSTED  
 LX2611  ___________________________________________________________________
 LX2611  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2611  DYNAMIC HT  -         281.342 (meters)     923.04  (feet)  COMP
 LX2611  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LX2611
 LX2611  VERT ORDER  -  FIRST     CLASS II
 LX2611
 LX2611.The horizontal coordinates were scaled from a topographic map and have
 LX2611.an estimated accuracy of +/- 6 seconds.
 LX2611
 LX2611.The orthometric height was determined by differential leveling
 LX2611.and adjusted by the National Geodetic Survey in June 1991..
 LX2611
 LX2611.The geoid height was determined by GEOID03.
 LX2611
 LX2611.The dynamic height is computed by dividing the NAVD 88
 LX2611.geopotential number by the normal gravity value computed on the
 LX2611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2611.degrees latitude (g = 980.6199 gals.).
 LX2611
 LX2611.The modeled gravity was interpolated from observed gravity values.
 LX2611
 LX2611;                    North         East    Units  Estimated Accuracy
 LX2611;SPC CT       -   248,790.      260,450.      MT  (+/- 180 meters Scaled)
 LX2611
 LX2611                          SUPERSEDED SURVEY CONTROL
 LX2611
 LX2611.No superseded survey control is available for this station.
 LX2611
 LX2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM428178(NAD 83)
 LX2611_MARKER: I = METAL ROD
 LX2611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2611_SP_SET: STAINLESS STEEL ROD
 LX2611_STAMPING: H 79 1985
 LX2611_MARK LOGO: NGS   
 LX2611_PROJECTION: FLUSH
 LX2611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2611_ROD/PIPE-DEPTH: 4.1  meters
 LX2611
 LX2611  HISTORY     - Date     Condition        Report By
 LX2611  HISTORY     - 1985     MONUMENTED       NGS
 LX2611
 LX2611                          STATION DESCRIPTION
 LX2611
 LX2611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2611'5.4 KM (3.35 MI) SW FROM BANTAM.
 LX2611'5.4 KM (3.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2611'IN BANTAM TO THE MARK ON THE LEFT, 10.3 METERS (34.0 FT) SOUTH OF THE
 LX2611'CENTER LINE OF THE HIGHWAY, 31.3 METERS (103.0 FT) WEST OF THE
 LX2611'LITCHFIELD AND WASHINGTON TOWN LINE SIGN, 1.2 METERS (4.0 FT) SOUTH OF
 LX2611'MT. TOM SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LX2611'LOGO CAP.
 LX2611'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0521 ***********************************************************************
 LX0521  DESIGNATION -  H 8
 LX0521  PID         -  LX0521
 LX0521  STATE/COUNTY-  CT/HARTFORD
 LX0521  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0521
 LX0521                         *CURRENT SURVEY CONTROL
 LX0521  ___________________________________________________________________
 LX0521* NAD 83(1986)-  41 50 34.     (N)    072 38 44.     (W)     SCALED    
 LX0521* NAVD 88     -        10.629  (meters)      34.87   (feet)  ADJUSTED  
 LX0521  ___________________________________________________________________
 LX0521  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0521  DYNAMIC HT  -          10.626 (meters)      34.86  (feet)  COMP
 LX0521  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 LX0521
 LX0521  VERT ORDER  -  FIRST     CLASS II
 LX0521
 LX0521.The horizontal coordinates were scaled from a topographic map and have
 LX0521.an estimated accuracy of +/- 6 seconds.
 LX0521
 LX0521.The orthometric height was determined by differential leveling
 LX0521.and adjusted by the National Geodetic Survey in June 1991..
 LX0521
 LX0521.The geoid height was determined by GEOID03.
 LX0521
 LX0521.The dynamic height is computed by dividing the NAVD 88
 LX0521.geopotential number by the normal gravity value computed on the
 LX0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0521.degrees latitude (g = 980.6199 gals.).
 LX0521
 LX0521.The modeled gravity was interpolated from observed gravity values.
 LX0521
 LX0521;                    North         East    Units  Estimated Accuracy
 LX0521;SPC CT       -   264,520.      313,480.      MT  (+/- 180 meters Scaled)
 LX0521
 LX0521                          SUPERSEDED SURVEY CONTROL
 LX0521
 LX0521  NGVD 29 (??/??/92)   10.872  (m)           35.67   (f) ADJ UNCH    1 2
 LX0521
 LX0521.Superseded values are not recommended for survey control.
 LX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0521.See file dsdata.txt to determine how the superseded data were derived.
 LX0521
 LX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM954350(NAD 83)
 LX0521_MARKER: DB = BENCH MARK DISK
 LX0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0521_STAMPING: 35.669 H 8 1923
 LX0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0521+STABILITY: SURFACE MOTION
 LX0521
 LX0521  HISTORY     - Date     Condition        Report By
 LX0521  HISTORY     - 1923     MONUMENTED       CGS
 LX0521  HISTORY     - 1967     GOOD             NGS
 LX0521  HISTORY     - 1978     GOOD             NGS
 LX0521  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 LX0521
 LX0521                          STATION DESCRIPTION
 LX0521
 LX0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0521'0.7 MI S FROM WINDSOR.
 LX0521'0.7 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0521'FROM THE STATION AT WINDSOR, HARTFORD COUNTY, AT GRADE CROSSING
 LX0521'42.27 (AT ISLAND ROAD 0.1 MILE EAST OF BROAD STREET), 14 YARDS
 LX0521'SOUTH OF A POST BEARING THE CROSSING SIGN ON THE EAST SIDE OF THE
 LX0521'TRACK, 19.9 FEET EAST OF THE EAST RAIL, 5 FEET NORTH OF A
 LX0521'CATTLEGUARD, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 LX0521'35.669 H 8 1923 AND SET IN THE TOP OF A CONCRETE POST.
 LX0521
 LX0521                          STATION RECOVERY (1978)
 LX0521
 LX0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0521'RECOVERED IN GOOD CONDITION.
 LX0521
 LX0521                          STATION RECOVERY (1989)
 LX0521
 LX0521'RECOVERY NOTE BY US POWER SQUADRON 1989 (REM)
 LX0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2576 ***********************************************************************
 LX2576  DESIGNATION -  H 80
 LX2576  PID         -  LX2576
 LX2576  STATE/COUNTY-  CT/LITCHFIELD
 LX2576  USGS QUAD   -  WOODBURY (1984)
 LX2576
 LX2576                         *CURRENT SURVEY CONTROL
 LX2576  ___________________________________________________________________
 LX2576* NAD 83(1986)-  41 34 02.     (N)    073 13 08.     (W)     SCALED    
 LX2576* NAVD 88     -        84.787  (meters)     278.17   (feet)  ADJUSTED  
 LX2576  ___________________________________________________________________
 LX2576  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX2576  DYNAMIC HT  -          84.760 (meters)     278.08  (feet)  COMP
 LX2576  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 LX2576
 LX2576  VERT ORDER  -  FIRST     CLASS II
 LX2576
 LX2576.The horizontal coordinates were scaled from a topographic map and have
 LX2576.an estimated accuracy of +/- 6 seconds.
 LX2576
 LX2576.The orthometric height was determined by differential leveling
 LX2576.and adjusted by the National Geodetic Survey in June 1991..
 LX2576
 LX2576.The geoid height was determined by GEOID03.
 LX2576
 LX2576.The dynamic height is computed by dividing the NAVD 88
 LX2576.geopotential number by the normal gravity value computed on the
 LX2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2576.degrees latitude (g = 980.6199 gals.).
 LX2576
 LX2576.The modeled gravity was interpolated from observed gravity values.
 LX2576
 LX2576;                    North         East    Units  Estimated Accuracy
 LX2576;SPC CT       -   234,010.      265,690.      MT  (+/- 180 meters Scaled)
 LX2576
 LX2576                          SUPERSEDED SURVEY CONTROL
 LX2576
 LX2576.No superseded survey control is available for this station.
 LX2576
 LX2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM485032(NAD 83)
 LX2576_MARKER: DB = BENCH MARK DISK
 LX2576_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2576_SP_SET: HEADWALL
 LX2576_STAMPING: H 80 1985
 LX2576_MARK LOGO: NGS   
 LX2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2576+STABILITY: SURFACE MOTION
 LX2576
 LX2576  HISTORY     - Date     Condition        Report By
 LX2576  HISTORY     - 1985     MONUMENTED       NGS
 LX2576
 LX2576                          STATION DESCRIPTION
 LX2576
 LX2576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2576'2.4 KM (1.5 MI) NORTH FROM WOODBURY.
 LX2576'2.4 KM (1.5 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 LX2576'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE RIGHT, IN THE HEADWALL
 LX2576'OF A CULVERT, 4.7 METERS (15.7 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX2576'HIGHWAY, 7.0 METERS (23.1 FT) NORTHWEST OF POWER POLE W3 WITH A
 LX2576'TRANSFORMER.
 LX2576'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2403 ***********************************************************************
 LX2403  DESIGNATION -  H 81
 LX2403  PID         -  LX2403
 LX2403  STATE/COUNTY-  CT/NEW HAVEN
 LX2403  USGS QUAD   -  WOODBURY (1984)
 LX2403
 LX2403                         *CURRENT SURVEY CONTROL
 LX2403  ___________________________________________________________________
 LX2403* NAD 83(1986)-  41 31 40.     (N)    073 07 44.     (W)     SCALED    
 LX2403* NAVD 88     -       216.388  (meters)     709.93   (feet)  ADJUSTED  
 LX2403  ___________________________________________________________________
 LX2403  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2403  DYNAMIC HT  -         216.316 (meters)     709.70  (feet)  COMP
 LX2403  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX2403
 LX2403  VERT ORDER  -  FIRST     CLASS II
 LX2403
 LX2403.The horizontal coordinates were scaled from a topographic map and have
 LX2403.an estimated accuracy of +/- 6 seconds.
 LX2403
 LX2403.The orthometric height was determined by differential leveling
 LX2403.and adjusted by the National Geodetic Survey in June 1991..
 LX2403
 LX2403.The geoid height was determined by GEOID03.
 LX2403
 LX2403.The dynamic height is computed by dividing the NAVD 88
 LX2403.geopotential number by the normal gravity value computed on the
 LX2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2403.degrees latitude (g = 980.6199 gals.).
 LX2403
 LX2403.The modeled gravity was interpolated from observed gravity values.
 LX2403
 LX2403;                    North         East    Units  Estimated Accuracy
 LX2403;SPC CT       -   229,590.      273,180.      MT  (+/- 180 meters Scaled)
 LX2403
 LX2403                          SUPERSEDED SURVEY CONTROL
 LX2403
 LX2403.No superseded survey control is available for this station.
 LX2403
 LX2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL561990(NAD 83)
 LX2403_MARKER: I = METAL ROD
 LX2403_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2403+WITH SETTING: INFORMATION.
 LX2403_SP_SET: SHALLOW-SET METAL ROD
 LX2403_STAMPING: H 81 1985
 LX2403_MARK LOGO: NGS   
 LX2403_PROJECTION: FLUSH
 LX2403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2403_ROD/PIPE-DEPTH: 2.8  meters
 LX2403
 LX2403  HISTORY     - Date     Condition        Report By
 LX2403  HISTORY     - 1985     MONUMENTED       NGS
 LX2403
 LX2403                          STATION DESCRIPTION
 LX2403
 LX2403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2403'IN MIDDLEBURY.
 LX2403'IN MIDDLEBURY, AT THE JUNCTION OF STATE HIGHWAYS 64 AND 188 NORTH, IN
 LX2403'A GRASS MEDIAN, 9.44 METERS (31.0 FT) SOUTH-SOUTHEAST OF THE
 LX2403'CENTERLINE OF STATE HIGHWAY 64, 13.41 METERS (44.0 FT) NORTHEAST OF
 LX2403'THE CENTER OF STATE HIGHWAY 188, 7.80 METERS (25.6 FT) NORTH-NORTHWEST
 LX2403'OF UTILITY POLE G3679 WITH STREET LAMP, 1.43 METERS (4.7 FT) SOUTHEAST
 LX2403'OF A HIGHWAY SIGN (64 EAST - 188 NORTH).  NOTE--SEVERAL ATTEMPTS WERE
 LX2403'MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.8 METERS.
 LX2403'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2403'THE MARK IS 0.30 M BELOW HIGHWAY 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2835 ***********************************************************************
 LX2835  DESIGNATION -  H 82
 LX2835  PID         -  LX2835
 LX2835  STATE/COUNTY-  CT/NEW HAVEN
 LX2835  USGS QUAD   -  CLINTON (1984)
 LX2835
 LX2835                         *CURRENT SURVEY CONTROL
 LX2835  ___________________________________________________________________
 LX2835* NAD 83(1986)-  41 19 48.     (N)    072 37 23.     (W)     SCALED    
 LX2835* NAVD 88     -        53.343  (meters)     175.01   (feet)  ADJUSTED  
 LX2835  ___________________________________________________________________
 LX2835  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX2835  DYNAMIC HT  -          53.325 (meters)     174.95  (feet)  COMP
 LX2835  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX2835
 LX2835  VERT ORDER  -  FIRST     CLASS II
 LX2835
 LX2835.The horizontal coordinates were scaled from a topographic map and have
 LX2835.an estimated accuracy of +/- 6 seconds.
 LX2835
 LX2835.The orthometric height was determined by differential leveling
 LX2835.and adjusted by the National Geodetic Survey in June 1991..
 LX2835
 LX2835.The geoid height was determined by GEOID03.
 LX2835
 LX2835.The dynamic height is computed by dividing the NAVD 88
 LX2835.geopotential number by the normal gravity value computed on the
 LX2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2835.degrees latitude (g = 980.6199 gals.).
 LX2835
 LX2835.The modeled gravity was interpolated from observed gravity values.
 LX2835
 LX2835;                    North         East    Units  Estimated Accuracy
 LX2835;SPC CT       -   207,570.      315,430.      MT  (+/- 180 meters Scaled)
 LX2835
 LX2835                          SUPERSEDED SURVEY CONTROL
 LX2835
 LX2835.No superseded survey control is available for this station.
 LX2835
 LX2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL989781(NAD 83)
 LX2835_MARKER: DB = BENCH MARK DISK
 LX2835_SETTING: 66 = SET IN ROCK OUTCROP
 LX2835_SP_SET: ROCK OUTCROP
 LX2835_STAMPING: H 82 1985
 LX2835_MARK LOGO: NGS   
 LX2835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2835+STABILITY: POSITION/ELEVATION WELL
 LX2835
 LX2835  HISTORY     - Date     Condition        Report By
 LX2835  HISTORY     - 1985     MONUMENTED       NGS
 LX2835  HISTORY     - 19910407 GOOD             USPSQD
 LX2835  HISTORY     - 19940805 GOOD             USPSQD
 LX2835
 LX2835                          STATION DESCRIPTION
 LX2835
 LX2835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2835'3.5 KM (2.2 MI) SE FROM NORTH MADISON.
 LX2835'3.5 KM (2.2 MI) SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 LX2835'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE RIGHT, 8.23
 LX2835'METERS (27.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2835'20.12 METERS (66.0 FT) NORTHWEST OF THE CENTER OF THE DRIVEWAY TO
 LX2835'HOUSE NUMBER 821.
 LX2835'THE MARK IS 0.7 M ABOVE HIGHWAY.
 LX2835
 LX2835                          STATION RECOVERY (1991)
 LX2835
 LX2835'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2835'RECOVERED IN GOOD CONDITION.
 LX2835
 LX2835                          STATION RECOVERY (1994)
 LX2835
 LX2835'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2791 ***********************************************************************
 LX2791  DESIGNATION -  H 83
 LX2791  PID         -  LX2791
 LX2791  STATE/COUNTY-  CT/HARTFORD
 LX2791  USGS QUAD   -  BRISTOL (1984)
 LX2791
 LX2791                         *CURRENT SURVEY CONTROL
 LX2791  ___________________________________________________________________
 LX2791* NAD 83(1986)-  41 41 18.     (N)    072 55 48.     (W)     SCALED    
 LX2791* NAVD 88     -        96.506  (meters)     316.62   (feet)  ADJUSTED  
 LX2791  ___________________________________________________________________
 LX2791  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2791  DYNAMIC HT  -          96.477 (meters)     316.52  (feet)  COMP
 LX2791  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 LX2791
 LX2791  VERT ORDER  -  FIRST     CLASS II
 LX2791
 LX2791.The horizontal coordinates were scaled from a topographic map and have
 LX2791.an estimated accuracy of +/- 6 seconds.
 LX2791
 LX2791.The orthometric height was determined by differential leveling
 LX2791.and adjusted by the National Geodetic Survey in June 1991..
 LX2791
 LX2791.The geoid height was determined by GEOID03.
 LX2791
 LX2791.The dynamic height is computed by dividing the NAVD 88
 LX2791.geopotential number by the normal gravity value computed on the
 LX2791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2791.degrees latitude (g = 980.6199 gals.).
 LX2791
 LX2791.The modeled gravity was interpolated from observed gravity values.
 LX2791
 LX2791;                    North         East    Units  Estimated Accuracy
 LX2791;SPC CT       -   247,370.      289,820.      MT  (+/- 180 meters Scaled)
 LX2791
 LX2791                          SUPERSEDED SURVEY CONTROL
 LX2791
 LX2791.No superseded survey control is available for this station.
 LX2791
 LX2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM722172(NAD 83)
 LX2791_MARKER: I = METAL ROD
 LX2791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2791+WITH SETTING: INFORMATION.
 LX2791_SP_SET: SHALLOW-SET METAL ROD
 LX2791_STAMPING: H 83 1985
 LX2791_MARK LOGO: NGS   
 LX2791_PROJECTION: FLUSH
 LX2791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2791_ROD/PIPE-DEPTH: 1.3  meters
 LX2791
 LX2791  HISTORY     - Date     Condition        Report By
 LX2791  HISTORY     - 1985     MONUMENTED       NGS
 LX2791
 LX2791                          STATION DESCRIPTION
 LX2791
 LX2791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2791'IN BRISTOL.
 LX2791'IN BRISTOL, 1.85 KM (1.15 MI) EAST ALONG U.S. HIGHWAY 6 (FARMINGTON
 LX2791'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 69 SOUTH TO THE MARK ON THE
 LX2791'RIGHT AT THE INTERSECTION OF HOOVER AVENUE AND IN FRONT OF A SIGN FOR
 LX2791'REDMAN DAIRY (NOW ABANDONED).  6.55 METERS (2.15 FT) SOUTH OF THE
 LX2791'CENTERLINE OF THE HIGHWAY, 28.04 METERS (92.0 FT) WEST OF THE CENTER
 LX2791'OF HOOVER AVENUE, 1.92 METERS (6.3 FT) SOUTHWEST OF UTILITY POLE
 LX2791'NUMBER 2249 (NEW POLE NOT IN SERVICE) AND 1.13 METERS (3.7 FT) NORTH
 LX2791'OF THE NORTH FACE OF A BRICK PLANTER WITH SIGN, REDMAN DAIRY, AND
 LX2791'NUMBER 384 ON EACH SIDE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 LX2791'THE ROD, DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO DATUM POINT
 LX2791'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2791'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2646 ***********************************************************************
 LX2646  DESIGNATION -  H 84
 LX2646  PID         -  LX2646
 LX2646  STATE/COUNTY-  CT/MIDDLESEX
 LX2646  USGS QUAD   -  HADDAM (1971)
 LX2646
 LX2646                         *CURRENT SURVEY CONTROL
 LX2646  ___________________________________________________________________
 LX2646* NAD 83(1986)-  41 23 16.     (N)    072 31 57.     (W)     SCALED    
 LX2646* NAVD 88     -       120.116  (meters)     394.08   (feet)  ADJUSTED  
 LX2646  ___________________________________________________________________
 LX2646  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX2646  DYNAMIC HT  -         120.074 (meters)     393.94  (feet)  COMP
 LX2646  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 LX2646
 LX2646  VERT ORDER  -  FIRST     CLASS II
 LX2646
 LX2646.The horizontal coordinates were scaled from a topographic map and have
 LX2646.an estimated accuracy of +/- 6 seconds.
 LX2646
 LX2646.The orthometric height was determined by differential leveling
 LX2646.and adjusted by the National Geodetic Survey in June 1991..
 LX2646
 LX2646.The geoid height was determined by GEOID03.
 LX2646
 LX2646.The dynamic height is computed by dividing the NAVD 88
 LX2646.geopotential number by the normal gravity value computed on the
 LX2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2646.degrees latitude (g = 980.6199 gals.).
 LX2646
 LX2646.The modeled gravity was interpolated from observed gravity values.
 LX2646
 LX2646;                    North         East    Units  Estimated Accuracy
 LX2646;SPC CT       -   214,000.      322,990.      MT  (+/- 180 meters Scaled)
 LX2646
 LX2646                          SUPERSEDED SURVEY CONTROL
 LX2646
 LX2646.No superseded survey control is available for this station.
 LX2646
 LX2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL063847(NAD 83)
 LX2646_MARKER: DB = BENCH MARK DISK
 LX2646_SETTING: 66 = SET IN ROCK OUTCROP
 LX2646_SP_SET: ROCK CUT
 LX2646_STAMPING: H 84 1985
 LX2646_MARK LOGO: NGS   
 LX2646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2646+STABILITY: POSITION/ELEVATION WELL
 LX2646
 LX2646  HISTORY     - Date     Condition        Report By
 LX2646  HISTORY     - 1985     MONUMENTED       NGS
 LX2646  HISTORY     - 19950618 GOOD             USPSQD
 LX2646
 LX2646                          STATION DESCRIPTION
 LX2646
 LX2646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2646'7.4 KM (4.6 MI) WEST FROM CHESTER.
 LX2646'7.4 KM (4.6 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2646'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE RIGHT, 4.4 METERS
 LX2646'(14.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LX2646'THE MARK IS 0.55 METERS  W FROM  A WITNESS POST
 LX2646'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LX2646
 LX2646                          STATION RECOVERY (1995)
 LX2646
 LX2646'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3002 ***********************************************************************
 LX3002  DESIGNATION -  H 85
 LX3002  PID         -  LX3002
 LX3002  STATE/COUNTY-  CT/WINDHAM
 LX3002  USGS QUAD   -  WESTFORD (1983)
 LX3002
 LX3002                         *CURRENT SURVEY CONTROL
 LX3002  ___________________________________________________________________
 LX3002* NAD 83(1986)-  41 54 59.     (N)    072 11 22.     (W)     SCALED    
 LX3002* NAVD 88     -       237.275  (meters)     778.46   (feet)  ADJUSTED  
 LX3002  ___________________________________________________________________
 LX3002  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX3002  DYNAMIC HT  -         237.196 (meters)     778.20  (feet)  COMP
 LX3002  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 LX3002
 LX3002  VERT ORDER  -  FIRST     CLASS II
 LX3002
 LX3002.The horizontal coordinates were scaled from a topographic map and have
 LX3002.an estimated accuracy of +/- 6 seconds.
 LX3002
 LX3002.The orthometric height was determined by differential leveling
 LX3002.and adjusted by the National Geodetic Survey in June 1991..
 LX3002
 LX3002.The geoid height was determined by GEOID03.
 LX3002
 LX3002.The dynamic height is computed by dividing the NAVD 88
 LX3002.geopotential number by the normal gravity value computed on the
 LX3002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3002.degrees latitude (g = 980.6199 gals.).
 LX3002
 LX3002.The modeled gravity was interpolated from observed gravity values.
 LX3002
 LX3002;                    North         East    Units  Estimated Accuracy
 LX3002;SPC CT       -   272,840.      351,300.      MT  (+/- 180 meters Scaled)
 LX3002
 LX3002                          SUPERSEDED SURVEY CONTROL
 LX3002
 LX3002.No superseded survey control is available for this station.
 LX3002
 LX3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM330443(NAD 83)
 LX3002_MARKER: DB = BENCH MARK DISK
 LX3002_SETTING: 66 = SET IN ROCK OUTCROP
 LX3002_SP_SET: ROCK CUT
 LX3002_STAMPING: H 85 1986
 LX3002_MARK LOGO: NGS   
 LX3002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3002+STABILITY: POSITION/ELEVATION WELL
 LX3002
 LX3002  HISTORY     - Date     Condition        Report By
 LX3002  HISTORY     - 1986     MONUMENTED       NGS
 LX3002  HISTORY     - 20031001 GOOD             INDIV
 LX3002
 LX3002                          STATION DESCRIPTION
 LX3002
 LX3002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3002'12.0 KM (7.45 MI) WEST FROM UNION.
 LX3002'4.57 KM (2.9 MI) WEST ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX3002'CHURCH OF UNION IN UNION, THENCE 7.32 KM (4.55 MI) SOUTH ALONG STATE
 LX3002'HIGHWAY 89 TO THE MARK ON THE LEFT.  IT IS 5.43 METERS (17.8 FT) NORTH
 LX3002'OF THE CENTERLINE OF HIGHWAY, 29.41 METERS (96.5 FT) EAST OF THE
 LX3002'CENTER OF A ROCK CULVERT GOING UNDER STATE HIGHWAY 89 AND 12.98 METERS
 LX3002'(42.6 FT) EAST OF THE WEST END OF A WIRE ROPE GUARD RAIL.
 LX3002'THE MARK IS 0.60 METERS  N FROM  A WITNESS POST
 LX3002'THE MARK IS 1.07 M ABOVE HIGHWAY.
 LX3002
 LX3002                          STATION RECOVERY (2003)
 LX3002
 LX3002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3002'FROM MY NOTES AND THE PICTURE OF THE STATION I THINK THAT THIS STATION
 LX3002'HAS A TYPO OF THE DISK NUMBER. THE NUMBER ON THE  DISK IS 5353 NOT
 LX3002'5253. PICTURE IS ON THE GEOCACHE BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2921 ***********************************************************************
 LX2921  DESIGNATION -  H 86
 LX2921  PID         -  LX2921
 LX2921  STATE/COUNTY-  CT/TOLLAND
 LX2921  USGS QUAD   -  COVENTRY (1983)
 LX2921
 LX2921                         *CURRENT SURVEY CONTROL
 LX2921  ___________________________________________________________________
 LX2921* NAD 83(1986)-  41 50 43.     (N)    072 19 34.     (W)     SCALED    
 LX2921* NAVD 88     -       175.691  (meters)     576.41   (feet)  ADJUSTED  
 LX2921  ___________________________________________________________________
 LX2921  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX2921  DYNAMIC HT  -         175.632 (meters)     576.22  (feet)  COMP
 LX2921  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX2921
 LX2921  VERT ORDER  -  FIRST     CLASS II
 LX2921
 LX2921.The horizontal coordinates were scaled from a topographic map and have
 LX2921.an estimated accuracy of +/- 6 seconds.
 LX2921
 LX2921.The orthometric height was determined by differential leveling
 LX2921.and adjusted by the National Geodetic Survey in June 1991..
 LX2921
 LX2921.The geoid height was determined by GEOID03.
 LX2921
 LX2921.The dynamic height is computed by dividing the NAVD 88
 LX2921.geopotential number by the normal gravity value computed on the
 LX2921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2921.degrees latitude (g = 980.6199 gals.).
 LX2921
 LX2921.The modeled gravity was interpolated from observed gravity values.
 LX2921
 LX2921;                    North         East    Units  Estimated Accuracy
 LX2921;SPC CT       -   264,870.      340,010.      MT  (+/- 180 meters Scaled)
 LX2921
 LX2921                          SUPERSEDED SURVEY CONTROL
 LX2921
 LX2921.No superseded survey control is available for this station.
 LX2921
 LX2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM219360(NAD 83)
 LX2921_MARKER: DB = BENCH MARK DISK
 LX2921_SETTING: 66 = SET IN ROCK OUTCROP
 LX2921_SP_SET: ROCK OUTCROP
 LX2921_STAMPING: H 86 1986
 LX2921_MARK LOGO: NGS   
 LX2921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2921+STABILITY: POSITION/ELEVATION WELL
 LX2921
 LX2921  HISTORY     - Date     Condition        Report By
 LX2921  HISTORY     - 1986     MONUMENTED       NGS
 LX2921
 LX2921                          STATION DESCRIPTION
 LX2921
 LX2921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2921'5.2 KM (3.25 MI) SE FROM TOLLAND.
 LX2921'0.48 KM (0.3 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 74 FROM THE POST
 LX2921'OFFICE IN TOLLAND, THENCE 4.75 KM (2.95 MI) SOUTHEASTERLY ALONG STATE
 LX2921'HIGHWAY 195 TO THE MARK ON THE LEFT.  IT IS 22.16 METERS (72.7 FT)
 LX2921'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.62 METERS (8.6 FT)
 LX2921'EAST OF A PAVED DRIVE LEADING NORTH TO A TWO DOOR METAL GARAGE.
 LX2921'THE MARK IS 1.83 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2928 ***********************************************************************
 LX2928  DESIGNATION -  H 87
 LX2928  PID         -  LX2928
 LX2928  STATE/COUNTY-  CT/TOLLAND
 LX2928  USGS QUAD   -  COVENTRY (1983)
 LX2928
 LX2928                         *CURRENT SURVEY CONTROL
 LX2928  ___________________________________________________________________
 LX2928* NAD 83(1986)-  41 49 39.     (N)    072 16 00.     (W)     SCALED    
 LX2928* NAVD 88     -       185.313  (meters)     607.98   (feet)  ADJUSTED  
 LX2928  ___________________________________________________________________
 LX2928  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2928  DYNAMIC HT  -         185.251 (meters)     607.78  (feet)  COMP
 LX2928  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX2928
 LX2928  VERT ORDER  -  FIRST     CLASS II
 LX2928
 LX2928.The horizontal coordinates were scaled from a topographic map and have
 LX2928.an estimated accuracy of +/- 6 seconds.
 LX2928
 LX2928.The orthometric height was determined by differential leveling
 LX2928.and adjusted by the National Geodetic Survey in June 1991..
 LX2928
 LX2928.The geoid height was determined by GEOID03.
 LX2928
 LX2928.The dynamic height is computed by dividing the NAVD 88
 LX2928.geopotential number by the normal gravity value computed on the
 LX2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2928.degrees latitude (g = 980.6199 gals.).
 LX2928
 LX2928.The modeled gravity was interpolated from observed gravity values.
 LX2928
 LX2928;                    North         East    Units  Estimated Accuracy
 LX2928;SPC CT       -   262,930.      344,950.      MT  (+/- 180 meters Scaled)
 LX2928
 LX2928                          SUPERSEDED SURVEY CONTROL
 LX2928
 LX2928.No superseded survey control is available for this station.
 LX2928
 LX2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM269342(NAD 83)
 LX2928_MARKER: I = METAL ROD
 LX2928_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2928_SP_SET: STAINLESS STEEL ROD
 LX2928_STAMPING: H 87 1986
 LX2928_MARK LOGO: NGS   
 LX2928_PROJECTION: FLUSH
 LX2928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2928_ROD/PIPE-DEPTH: 4.6  meters
 LX2928
 LX2928  HISTORY     - Date     Condition        Report By
 LX2928  HISTORY     - 1986     MONUMENTED       NGS
 LX2928
 LX2928                          STATION DESCRIPTION
 LX2928
 LX2928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2928'4.9 KM (3.05 MI) NE FROM MANSFIELD DEPOT.
 LX2928'4.9 KM (3.05 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2928'IN MANSFIELD DEPOT TO THE JUNCTION OF STATE HIGHWAY 195 AND THE MARK
 LX2928'ON THE LEFT IN THE GRASSY AREA OF THE CENTER ISLAND OF STATE HIGHWAY
 LX2928'195.  IT IS 22.56 METERS (74.0 FT) NORTHWEST OF THE CENTERLINE OF U.S.
 LX2928'HIGHWAY 44, 12.22 METERS (40.1 FT) SOUTHEAST OF THE NORTHWEST END OF
 LX2928'THE ISLAND AND 0.82 METERS (2.7 FT) SOUTHWEST OF THE NORTHEAST EDGE OF
 LX2928'THE ISLAND.
 LX2928'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2928'THE MARK IS 0.71 METERS  SE FROM  A WITNESS POST
 LX2928'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1791 ***********************************************************************
 LW1791  DESIGNATION -  H 88
 LW1791  PID         -  LW1791
 LW1791  STATE/COUNTY-  CT/WINDHAM
 LW1791  USGS QUAD   -  PUTNAM (1970)
 LW1791
 LW1791                         *CURRENT SURVEY CONTROL
 LW1791  ___________________________________________________________________
 LW1791* NAD 83(1986)-  41 59 33.     (N)    071 53 51.     (W)     SCALED    
 LW1791* NAVD 88     -       127.854  (meters)     419.47   (feet)  ADJUSTED  
 LW1791  ___________________________________________________________________
 LW1791  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LW1791  DYNAMIC HT  -         127.813 (meters)     419.33  (feet)  COMP
 LW1791  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 LW1791
 LW1791  VERT ORDER  -  FIRST     CLASS II
 LW1791
 LW1791.The horizontal coordinates were scaled from a topographic map and have
 LW1791.an estimated accuracy of +/- 6 seconds.
 LW1791
 LW1791.The orthometric height was determined by differential leveling
 LW1791.and adjusted by the National Geodetic Survey in June 1991..
 LW1791
 LW1791.The geoid height was determined by GEOID03.
 LW1791
 LW1791.The dynamic height is computed by dividing the NAVD 88
 LW1791.geopotential number by the normal gravity value computed on the
 LW1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1791.degrees latitude (g = 980.6199 gals.).
 LW1791
 LW1791.The modeled gravity was interpolated from observed gravity values.
 LW1791
 LW1791;                    North         East    Units  Estimated Accuracy
 LW1791;SPC CT       -   281,490.      375,440.      MT  (+/- 180 meters Scaled)
 LW1791
 LW1791                          SUPERSEDED SURVEY CONTROL
 LW1791
 LW1791.No superseded survey control is available for this station.
 LW1791
 LW1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG599530(NAD 83)
 LW1791_MARKER: DB = BENCH MARK DISK
 LW1791_SETTING: 66 = SET IN ROCK OUTCROP
 LW1791_SP_SET: ROCK OUTCROP
 LW1791_STAMPING: H 88 1986
 LW1791_MARK LOGO: NGS   
 LW1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1791+STABILITY: POSITION/ELEVATION WELL
 LW1791
 LW1791  HISTORY     - Date     Condition        Report By
 LW1791  HISTORY     - 1986     MONUMENTED       NGS
 LW1791  HISTORY     - 19961207 GOOD             USPSQD
 LW1791  HISTORY     - 20040415 GOOD             GEOCAC
 LW1791
 LW1791                          STATION DESCRIPTION
 LW1791
 LW1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1791'1.7 KM (1.05 MI) NORTH FROM NORTH GROSVENOR DALE.
 LW1791'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 LW1791'NORTH GROSVENOR DALE TO THE MARK ON THE RIGHT IN TOP OF A LARGE ROCK
 LW1791'OUTCROP.  IT IS 6.10 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE
 LW1791'HIGHWAY, 26.06 METERS (85.5 FT) NORTHEAST OF THE JUNCTION AND
 LW1791'CENTERLINE OF STATE HIGHWAY 131 AND 3.29 METERS (10.8 FT) SOUTH OF THE
 LW1791'SOUTH END OF THE EAST HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 LW1791'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LW1791'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LW1791
 LW1791                          STATION RECOVERY (1996)
 LW1791
 LW1791'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1791'RECOVERED IN GOOD CONDITION.
 LW1791
 LW1791                          STATION RECOVERY (2004)
 LW1791
 LW1791'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW1791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1829 ***********************************************************************
 LW1829  DESIGNATION -  H 89
 LW1829  PID         -  LW1829
 LW1829  STATE/COUNTY-  CT/NEW LONDON
 LW1829  USGS QUAD   -  JEWETT CITY (1984)
 LW1829
 LW1829                         *CURRENT SURVEY CONTROL
 LW1829  ___________________________________________________________________
 LW1829* NAD 83(1986)-  41 33 26.     (N)    071 52 34.     (W)     SCALED    
 LW1829* NAVD 88     -        57.558  (meters)     188.84   (feet)  ADJUSTED  
 LW1829  ___________________________________________________________________
 LW1829  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LW1829  DYNAMIC HT  -          57.538 (meters)     188.77  (feet)  COMP
 LW1829  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LW1829
 LW1829  VERT ORDER  -  FIRST     CLASS II
 LW1829
 LW1829.The horizontal coordinates were scaled from a topographic map and have
 LW1829.an estimated accuracy of +/- 6 seconds.
 LW1829
 LW1829.The orthometric height was determined by differential leveling
 LW1829.and adjusted by the National Geodetic Survey in June 1991..
 LW1829
 LW1829.The geoid height was determined by GEOID03.
 LW1829
 LW1829.The dynamic height is computed by dividing the NAVD 88
 LW1829.geopotential number by the normal gravity value computed on the
 LW1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1829.degrees latitude (g = 980.6199 gals.).
 LW1829
 LW1829.The modeled gravity was interpolated from observed gravity values.
 LW1829
 LW1829;                    North         East    Units  Estimated Accuracy
 LW1829;SPC CT       -   233,160.      377,700.      MT  (+/- 180 meters Scaled)
 LW1829
 LW1829                          SUPERSEDED SURVEY CONTROL
 LW1829
 LW1829.No superseded survey control is available for this station.
 LW1829
 LW1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG601046(NAD 83)
 LW1829_MARKER: DB = BENCH MARK DISK
 LW1829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1829_SP_SET: BRIDGE ABUTMENT
 LW1829_STAMPING: H 89 1986
 LW1829_MARK LOGO: NGS   
 LW1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1829+STABILITY: SURFACE MOTION
 LW1829
 LW1829  HISTORY     - Date     Condition        Report By
 LW1829  HISTORY     - 1986     MONUMENTED       NGS
 LW1829  HISTORY     - 19901006 GOOD             USPSQD
 LW1829
 LW1829                          STATION DESCRIPTION
 LW1829
 LW1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1829'2.4 KM (1.5 MI) SW FROM VOLUNTOWN.
 LW1829'2.4 KM (1.5 MI) SOUTHWEST ALONG STATE HIGHWAY 165 FROM THE JUNCTION OF
 LW1829'STATE HIGHWAY 49 SOUTH IN VOLUNTOWN TO THE MARK ON THE LEFT IN TOP OF
 LW1829'THE NORTHEAST ABUTMENT OF HIGHWAY BRIDGE OVER GLASGO POND.  ALSO 1.0
 LW1829'KM (0.6 MI) NORTHEAST ALONG STATE HIGHWAY 165 FROM THE INTERSECTION OF
 LW1829'STATE HIGHWAY 201 IN GLASGO.  IT IS 5.64 METERS (18.5 FT)
 LW1829'SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY.
 LW1829'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1829
 LW1829                          STATION RECOVERY (1990)
 LW1829
 LW1829'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0009 ***********************************************************************
 LX0009  DESIGNATION -  H 9
 LX0009  PID         -  LX0009
 LX0009  STATE/COUNTY-  CT/TOLLAND
 LX0009  USGS QUAD   -  COLUMBIA (1984)
 LX0009
 LX0009                         *CURRENT SURVEY CONTROL
 LX0009  ___________________________________________________________________
 LX0009* NAD 83(1986)-  41 43 21.     (N)    072 16 26.     (W)     SCALED    
 LX0009* NAVD 88     -        80.975  (meters)     265.67   (feet)  ADJUSTED  
 LX0009  ___________________________________________________________________
 LX0009  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0009  DYNAMIC HT  -          80.946 (meters)     265.57  (feet)  COMP
 LX0009  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX0009
 LX0009  VERT ORDER  -  FIRST     CLASS II
 LX0009
 LX0009.The horizontal coordinates were scaled from a topographic map and have
 LX0009.an estimated accuracy of +/- 6 seconds.
 LX0009
 LX0009.The orthometric height was determined by differential leveling
 LX0009.and adjusted by the National Geodetic Survey in June 1991..
 LX0009
 LX0009.The geoid height was determined by GEOID03.
 LX0009
 LX0009.The dynamic height is computed by dividing the NAVD 88
 LX0009.geopotential number by the normal gravity value computed on the
 LX0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0009.degrees latitude (g = 980.6199 gals.).
 LX0009
 LX0009.The modeled gravity was interpolated from observed gravity values.
 LX0009
 LX0009;                    North         East    Units  Estimated Accuracy
 LX0009;SPC CT       -   251,260.      344,420.      MT  (+/- 180 meters Scaled)
 LX0009
 LX0009                          SUPERSEDED SURVEY CONTROL
 LX0009
 LX0009  NGVD 29 (??/??/92)   81.222  (m)          266.48   (f) ADJ UNCH    1 2
 LX0009
 LX0009.Superseded values are not recommended for survey control.
 LX0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0009.See file dsdata.txt to determine how the superseded data were derived.
 LX0009
 LX0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM267225(NAD 83)
 LX0009_MARKER: DB = BENCH MARK DISK
 LX0009_SETTING: 80 = SET IN A BOULDER
 LX0009_SP_SET: BOULDER
 LX0009_STAMPING: 266.476 FT H 9 1923
 LX0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0009+STABILITY: SURFACE MOTION
 LX0009
 LX0009  HISTORY     - Date     Condition        Report By
 LX0009  HISTORY     - 1923     MONUMENTED       CGS
 LX0009  HISTORY     - 1951     GOOD             NGS
 LX0009  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0009
 LX0009                          STATION DESCRIPTION
 LX0009
 LX0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0009'3.3 MI W FROM WILLIMANTIC.
 LX0009'IN TOLLAND COUNTY, 3.3 MILES WEST ALONG THE NEW YORK, NEW HAVEN
 LX0009'AND HARTFORD RAILROAD FROM WILLIMANTIC, WINDHAM COUNTY, ABOUT
 LX0009'3/4 MILE EAST OF HIGHWAY BRIDGE 4.10 OVER THE TRACKS, 10 RAILS
 LX0009'SOUTHEAST OF BRIDGE 3.43 OVER A COW PATH, 8 RAILS SOUTHEAST OF A
 LX0009'PRIVATE-ROAD CROSSING, 8.2 FEET NORTHEAST OF THE NORTHEAST
 LX0009'RAIL, IN THE TOP OF A BOULDER, AND ABOUT ONE FOOT ABOVE THE
 LX0009'TRACK.  A STANDARD DISK, STAMPED 266.476 FT H 9 1923.
 LX0009
 LX0009                          STATION RECOVERY (1984)
 LX0009
 LX0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0009'NOT RECOVERED, A NEW HIGHWAY HAS BEEN CONSTRUCTED IN THIS AREA AND THE
 LX0009'EXACT LOCATION OF THE MARK COULD NOT BE DETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3346 ***********************************************************************
 LX3346  DESIGNATION -  H 90
 LX3346  PID         -  LX3346
 LX3346  STATE/COUNTY-  CT/NEW LONDON
 LX3346  USGS QUAD   -  DEEP RIVER (1971)
 LX3346
 LX3346                         *CURRENT SURVEY CONTROL
 LX3346  ___________________________________________________________________
 LX3346* NAD 83(1986)-  41 25 20.     (N)    072 23 26.     (W)     SCALED    
 LX3346* NAVD 88     -        21.268  (meters)      69.78   (feet)  ADJUSTED  
 LX3346  ___________________________________________________________________
 LX3346  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX3346  DYNAMIC HT  -          21.261 (meters)      69.75  (feet)  COMP
 LX3346  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX3346
 LX3346  VERT ORDER  -  FIRST     CLASS II
 LX3346
 LX3346.The horizontal coordinates were scaled from a topographic map and have
 LX3346.an estimated accuracy of +/- 6 seconds.
 LX3346
 LX3346.The orthometric height was determined by differential leveling
 LX3346.and adjusted by the National Geodetic Survey in June 1991..
 LX3346
 LX3346.The geoid height was determined by GEOID03.
 LX3346
 LX3346.The dynamic height is computed by dividing the NAVD 88
 LX3346.geopotential number by the normal gravity value computed on the
 LX3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3346.degrees latitude (g = 980.6199 gals.).
 LX3346
 LX3346.The modeled gravity was interpolated from observed gravity values.
 LX3346
 LX3346;                    North         East    Units  Estimated Accuracy
 LX3346;SPC CT       -   217,860.      334,850.      MT  (+/- 180 meters Scaled)
 LX3346
 LX3346                          SUPERSEDED SURVEY CONTROL
 LX3346
 LX3346.No superseded survey control is available for this station.
 LX3346
 LX3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL180889(NAD 83)
 LX3346_MARKER: DB = BENCH MARK DISK
 LX3346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3346_SP_SET: BRIDGE ABUTMENT
 LX3346_STAMPING: H 90 1986
 LX3346_MARK LOGO: NGS   
 LX3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3346+STABILITY: SURFACE MOTION
 LX3346
 LX3346  HISTORY     - Date     Condition        Report By
 LX3346  HISTORY     - 1986     MONUMENTED       NGS
 LX3346  HISTORY     - 1989     GOOD             USPSQD
 LX3346  HISTORY     - 1990     GOOD             USPSQD
 LX3346  HISTORY     - 20040901 GOOD             USPSQD
 LX3346
 LX3346                          STATION DESCRIPTION
 LX3346
 LX3346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3346'0.7 KM (0.45 MI) NE FROM HADLYME.
 LX3346'0.7 KM (0.45 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3346'STATE HIGHWAY 148 IN HADLYME TO THE MARK ON THE LEFT IN TOP OF THE
 LX3346'NORTH END OF THE EAST ABUTMENT OF HIGHWAY BRIDGE OVER ROARING BROOK.
 LX3346'IT IS 5.06 METERS (16.6 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 LX3346'HIGHWAY AND 3.75 METERS (12.3 FT) NORTHWEST OF UTILITY POLE NO. 188
 LX3346'WITH ONE GUY WIRE AND TRANSFORMER.
 LX3346'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3346
 LX3346                          STATION RECOVERY (1989)
 LX3346
 LX3346'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3346'RECOVERED IN GOOD CONDITION.
 LX3346
 LX3346                          STATION RECOVERY (1990)
 LX3346
 LX3346'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3346'RECOVERED IN GOOD CONDITION.
 LX3346
 LX3346                          STATION RECOVERY (2004)
 LX3346
 LX3346'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX3346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3136 ***********************************************************************
 LX3136  DESIGNATION -  H 91
 LX3136  PID         -  LX3136
 LX3136  STATE/COUNTY-  CT/HARTFORD
 LX3136  USGS QUAD   -  GLASTONBURY (1992)
 LX3136
 LX3136                         *CURRENT SURVEY CONTROL
 LX3136  ___________________________________________________________________
 LX3136* NAD 83(1986)-  41 42 26.     (N)    072 36 31.     (W)     SCALED    
 LX3136* NAVD 88     -        11.523  (meters)      37.80   (feet)  ADJUSTED  
 LX3136  ___________________________________________________________________
 LX3136  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX3136  DYNAMIC HT  -          11.520 (meters)      37.80  (feet)  COMP
 LX3136  MODELED GRAV-     980,314.3   (mgal)                       NAVD 88
 LX3136
 LX3136  VERT ORDER  -  FIRST     CLASS II
 LX3136
 LX3136.The horizontal coordinates were scaled from a topographic map and have
 LX3136.an estimated accuracy of +/- 6 seconds.
 LX3136
 LX3136.The orthometric height was determined by differential leveling
 LX3136.and adjusted by the National Geodetic Survey in June 1991..
 LX3136
 LX3136.The geoid height was determined by GEOID03.
 LX3136
 LX3136.The dynamic height is computed by dividing the NAVD 88
 LX3136.geopotential number by the normal gravity value computed on the
 LX3136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3136.degrees latitude (g = 980.6199 gals.).
 LX3136
 LX3136.The modeled gravity was interpolated from observed gravity values.
 LX3136
 LX3136;                    North         East    Units  Estimated Accuracy
 LX3136;SPC CT       -   249,460.      316,570.      MT  (+/- 180 meters Scaled)
 LX3136
 LX3136                          SUPERSEDED SURVEY CONTROL
 LX3136
 LX3136.No superseded survey control is available for this station.
 LX3136
 LX3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM989200(NAD 83)
 LX3136_MARKER: I = METAL ROD
 LX3136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3136_SP_SET: STAINLESS STEEL ROD
 LX3136_STAMPING: H 91 1986
 LX3136_MARK LOGO: NGS   
 LX3136_PROJECTION: FLUSH
 LX3136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3136_ROD/PIPE-DEPTH: 20.7 meters
 LX3136
 LX3136  HISTORY     - Date     Condition        Report By
 LX3136  HISTORY     - 1986     MONUMENTED       NGS
 LX3136
 LX3136                          STATION DESCRIPTION
 LX3136
 LX3136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3136'IN GLASTONBURY.
 LX3136'MARK IS LOCATED IN GLASTONBURY, ALONG MAIN STREET AT THE NORTHEAST END
 LX3136'OF THE TOWN HALL BUILDING.  IT IS 4.0 METERS (13.4 FT) SOUTHEAST OF
 LX3136'THE NORTHEAST CORNER OF BUILDING, 1.0 METERS (3.4 FT) NORTHEAST OF THE
 LX3136'NORTH END OF AN AIR VENT, 1.0 METERS (3.4 FT) EAST OF THE EAST SIDE
 LX3136'OF THE BUILDING, 0.97 METERS (3.2 FT) SOUTHEAST OF THE SOUTHEAST
 LX3136'CORNER OF BOTTOM STEP AND 0.51 METERS (1.7 FT) SOUTH OF THE SOUTH EDGE
 LX3136'OF THE SIDEWALK.
 LX3136'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3084 ***********************************************************************
 LX3084  DESIGNATION -  H 92
 LX3084  PID         -  LX3084
 LX3084  STATE/COUNTY-  CT/MIDDLESEX
 LX3084  USGS QUAD   -  MOODUS (1984)
 LX3084
 LX3084                         *CURRENT SURVEY CONTROL
 LX3084  ___________________________________________________________________
 LX3084* NAD 83(1986)-  41 35 03.     (N)    072 29 55.     (W)     SCALED    
 LX3084* NAVD 88     -       146.115  (meters)     479.38   (feet)  ADJUSTED  
 LX3084  ___________________________________________________________________
 LX3084  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3084  DYNAMIC HT  -         146.065 (meters)     479.21  (feet)  COMP
 LX3084  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX3084
 LX3084  VERT ORDER  -  FIRST     CLASS II
 LX3084
 LX3084.The horizontal coordinates were scaled from a topographic map and have
 LX3084.an estimated accuracy of +/- 6 seconds.
 LX3084
 LX3084.The orthometric height was determined by differential leveling
 LX3084.and adjusted by the National Geodetic Survey in June 1991..
 LX3084
 LX3084.The geoid height was determined by GEOID03.
 LX3084
 LX3084.The dynamic height is computed by dividing the NAVD 88
 LX3084.geopotential number by the normal gravity value computed on the
 LX3084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3084.degrees latitude (g = 980.6199 gals.).
 LX3084
 LX3084.The modeled gravity was interpolated from observed gravity values.
 LX3084
 LX3084;                    North         East    Units  Estimated Accuracy
 LX3084;SPC CT       -   235,820.      325,760.      MT  (+/- 180 meters Scaled)
 LX3084
 LX3084                          SUPERSEDED SURVEY CONTROL
 LX3084
 LX3084.No superseded survey control is available for this station.
 LX3084
 LX3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM085066(NAD 83)
 LX3084_MARKER: I = METAL ROD
 LX3084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3084_SP_SET: STAINLESS STEEL ROD
 LX3084_STAMPING: H 92 1986
 LX3084_MARK LOGO: NGS   
 LX3084_PROJECTION: FLUSH
 LX3084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3084_ROD/PIPE-DEPTH: 5.5  meters
 LX3084
 LX3084  HISTORY     - Date     Condition        Report By
 LX3084  HISTORY     - 1986     MONUMENTED       NGS
 LX3084  HISTORY     - 19971125 GOOD             USPSQD
 LX3084
 LX3084                          STATION DESCRIPTION
 LX3084
 LX3084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3084'IN EAST HAMPTON.
 LX3084'IN EAST HAMPTON, AT THE INTERSECTION OF STATE HIGHWAYS 66 AND 196, IN
 LX3084'THE TRIANGLE FORMED BY THE TWO HIGHWAYS, 18.4 METERS (60.5 FT) SOUTH
 LX3084'OF THE CENTERLINE OF STATE HIGHWAY 66, 11.2 METERS (37.0 FT) EAST OF
 LX3084'THE CENTERLINE OF STATE HIGHWAY 196 ON THE WEST SIDE OF THE TRIANGLE,
 LX3084'12.7 METERS (41.7 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 196 ON
 LX3084'THE EAST SIDE OF THE TRIANGLE, 17.3 METERS (56.8 FT) SOUTHEAST OF
 LX3084'POWER POLE NO. 753, 11.5 METERS (38.0 FT) SOUTHWEST OF POWER POLE NO.
 LX3084'754. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3084'THE MARK IS 0.39 METERS  E FROM  A WITNESS POST
 LX3084'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LX3084
 LX3084                          STATION RECOVERY (1997)
 LX3084
 LX3084'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3044 ***********************************************************************
 LX3044  DESIGNATION -  H 93
 LX3044  PID         -  LX3044
 LX3044  STATE/COUNTY-  CT/WINDHAM
 LX3044  USGS QUAD   -  WILLIMANTIC (1984)
 LX3044
 LX3044                         *CURRENT SURVEY CONTROL
 LX3044  ___________________________________________________________________
 LX3044* NAD 83(1986)-  41 42 00.     (N)    072 10 53.     (W)     SCALED    
 LX3044* NAVD 88     -        47.624  (meters)     156.25   (feet)  ADJUSTED  
 LX3044  ___________________________________________________________________
 LX3044  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX3044  DYNAMIC HT  -          47.608 (meters)     156.19  (feet)  COMP
 LX3044  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX3044
 LX3044  VERT ORDER  -  FIRST     CLASS II
 LX3044
 LX3044.The horizontal coordinates were scaled from a topographic map and have
 LX3044.an estimated accuracy of +/- 6 seconds.
 LX3044
 LX3044.The orthometric height was determined by differential leveling
 LX3044.and adjusted by the National Geodetic Survey in June 1991..
 LX3044
 LX3044.The geoid height was determined by GEOID03.
 LX3044
 LX3044.The dynamic height is computed by dividing the NAVD 88
 LX3044.geopotential number by the normal gravity value computed on the
 LX3044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3044.degrees latitude (g = 980.6199 gals.).
 LX3044
 LX3044.The modeled gravity was interpolated from observed gravity values.
 LX3044
 LX3044;                    North         East    Units  Estimated Accuracy
 LX3044;SPC CT       -   248,810.      352,130.      MT  (+/- 180 meters Scaled)
 LX3044
 LX3044                          SUPERSEDED SURVEY CONTROL
 LX3044
 LX3044.No superseded survey control is available for this station.
 LX3044
 LX3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM345203(NAD 83)
 LX3044_MARKER: DB = BENCH MARK DISK
 LX3044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3044_SP_SET: BRIDGE ABUTMENT
 LX3044_STAMPING: H 93 1986
 LX3044_MARK LOGO: NGS   
 LX3044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3044
 LX3044  HISTORY     - Date     Condition        Report By
 LX3044  HISTORY     - 1986     MONUMENTED       NGS
 LX3044  HISTORY     - 19961117 GOOD             USPSQD
 LX3044
 LX3044                          STATION DESCRIPTION
 LX3044
 LX3044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3044'2.1 KM (1.3 MI) WEST FROM WINDHAM.
 LX3044'2.1 KM (1.3 MI) WEST ALONG PLAINS ROAD FROM THE POST OFFICE IN WINDHAM
 LX3044'TO THE MARK ON THE LEFT IN THE TOP OF THE SOUTHWEST END OF THE
 LX3044'SOUTHEAST ABUTMENT OF THE BRIDGE OVER THE SHETUCKET RIVER, 5.79 METERS
 LX3044'(19.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 0.15 METER (0.5
 LX3044'FT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 LX3044'THE MARK IS ABOVE LEVEL WITH ROAD.
 LX3044
 LX3044                          STATION RECOVERY (1996)
 LX3044
 LX3044'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3230 ***********************************************************************
 LX3230  DESIGNATION -  H 96
 LX3230  PID         -  LX3230
 LX3230  STATE/COUNTY-  CT/NEW LONDON
 LX3230  USGS QUAD   -  NORWICH (1983)
 LX3230
 LX3230                         *CURRENT SURVEY CONTROL
 LX3230  ___________________________________________________________________
 LX3230* NAD 83(1986)-  41 32 56.     (N)    072 06 56.     (W)     SCALED    
 LX3230* NAVD 88     -        42.106  (meters)     138.14   (feet)  ADJUSTED  
 LX3230  ___________________________________________________________________
 LX3230  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX3230  DYNAMIC HT  -          42.092 (meters)     138.10  (feet)  COMP
 LX3230  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX3230
 LX3230  VERT ORDER  -  FIRST     CLASS II
 LX3230
 LX3230.The horizontal coordinates were scaled from a topographic map and have
 LX3230.an estimated accuracy of +/- 6 seconds.
 LX3230
 LX3230.The orthometric height was determined by differential leveling
 LX3230.and adjusted by the National Geodetic Survey in June 1991..
 LX3230
 LX3230.The geoid height was determined by GEOID03.
 LX3230
 LX3230.The dynamic height is computed by dividing the NAVD 88
 LX3230.geopotential number by the normal gravity value computed on the
 LX3230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3230.degrees latitude (g = 980.6199 gals.).
 LX3230
 LX3230.The modeled gravity was interpolated from observed gravity values.
 LX3230
 LX3230;                    North         East    Units  Estimated Accuracy
 LX3230;SPC CT       -   232,060.      357,730.      MT  (+/- 180 meters Scaled)
 LX3230
 LX3230                          SUPERSEDED SURVEY CONTROL
 LX3230
 LX3230.No superseded survey control is available for this station.
 LX3230
 LX3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM405037(NAD 83)
 LX3230_MARKER: DB = BENCH MARK DISK
 LX3230_SETTING: 66 = SET IN ROCK OUTCROP
 LX3230_SP_SET: ROCK OUTCROP
 LX3230_STAMPING: H 96 1986
 LX3230_MARK LOGO: NGS   
 LX3230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3230+STABILITY: POSITION/ELEVATION WELL
 LX3230
 LX3230  HISTORY     - Date     Condition        Report By
 LX3230  HISTORY     - 1986     MONUMENTED       NGS
 LX3230  HISTORY     - 19900103 GOOD             USPSQD
 LX3230  HISTORY     - 20060424 GOOD             USPSQD
 LX3230
 LX3230                          STATION DESCRIPTION
 LX3230
 LX3230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3230'2.7 KM (1.65 MI) NW FROM NORWICH.
 LX3230'2.6 KM (1.65 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3230'STATE HIGHWAY 169 IN NORWICH TO THE MARK ON THE RIGHT.  IT IS 10.05
 LX3230'METERS (33.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 10.30 METERS
 LX3230'(33.8 FT) SOUTH OF THE SOUTHEAST CORNER OF A CATCH BASIN AND 8.08
 LX3230'METERS (26.5 FT) NORTH OF AN ALUMINUM LAMP POLE NO. 65.
 LX3230'THE MARK IS 0.64 METERS  E FROM  A WITNESS POST
 LX3230'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX3230
 LX3230                          STATION RECOVERY (1990)
 LX3230
 LX3230'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3230'RECOVERED IN GOOD CONDITION.
 LX3230
 LX3230                          STATION RECOVERY (2006)
 LX3230
 LX3230'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3230'MARK IS 30 YARDS SSE OF LAMP POLE NO 103202.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1842 ***********************************************************************
 LW1842  DESIGNATION -  H 97
 LW1842  PID         -  LW1842
 LW1842  STATE/COUNTY-  CT/NEW LONDON
 LW1842  USGS QUAD   -  OLD MYSTIC (1983)
 LW1842
 LW1842                         *CURRENT SURVEY CONTROL
 LW1842  ___________________________________________________________________
 LW1842* NAD 83(1986)-  41 26 51.     (N)    071 59 18.     (W)     SCALED    
 LW1842* NAVD 88     -        43.771  (meters)     143.61   (feet)  ADJUSTED  
 LW1842  ___________________________________________________________________
 LW1842  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW1842  DYNAMIC HT  -          43.755 (meters)     143.55  (feet)  COMP
 LW1842  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 LW1842
 LW1842  VERT ORDER  -  FIRST     CLASS II
 LW1842
 LW1842.The horizontal coordinates were scaled from a topographic map and have
 LW1842.an estimated accuracy of +/- 6 seconds.
 LW1842
 LW1842.The orthometric height was determined by differential leveling
 LW1842.and adjusted by the National Geodetic Survey in June 1991..
 LW1842
 LW1842.The geoid height was determined by GEOID03.
 LW1842
 LW1842.The dynamic height is computed by dividing the NAVD 88
 LW1842.geopotential number by the normal gravity value computed on the
 LW1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1842.degrees latitude (g = 980.6199 gals.).
 LW1842
 LW1842.The modeled gravity was interpolated from observed gravity values.
 LW1842
 LW1842;                    North         East    Units  Estimated Accuracy
 LW1842;SPC CT       -   220,890.      368,450.      MT  (+/- 180 meters Scaled)
 LW1842
 LW1842                          SUPERSEDED SURVEY CONTROL
 LW1842
 LW1842.No superseded survey control is available for this station.
 LW1842
 LW1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF503927(NAD 83)
 LW1842_MARKER: I = METAL ROD
 LW1842_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LW1842+WITH SETTING: INFORMATION.
 LW1842_SP_SET: STAINLESS STEEL ROD
 LW1842_STAMPING: H 97 1986
 LW1842_MARK LOGO: NGS   
 LW1842_PROJECTION: FLUSH
 LW1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1842_ROD/PIPE-DEPTH: 2.39 meters
 LW1842
 LW1842  HISTORY     - Date     Condition        Report By
 LW1842  HISTORY     - 1986     MONUMENTED       NGS
 LW1842
 LW1842                          STATION DESCRIPTION
 LW1842
 LW1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1842'2.7 KM (1.65 MI) NE FROM LEDYARD CENTER.
 LW1842'2.7 KM (1.65 MI) NORTHEAST ALONG STATE HIGHWAY 214 FROM THE
 LW1842'INTERSECTION OF STATE HIGHWAY 117 IN LEDYARD CENTER TO THE MARK ON THE
 LW1842'RIGHT IN SAWMILL PARK.  IT IS 6.95 METERS (22.8 FT) SOUTH OF THE
 LW1842'CENTERLINE OF THE HIGHWAY, 3.66 METERS (12.0 FT) NORTHWEST OF THE
 LW1842'CENTER OF THE 2ND ENTRANCE TO THE PARK, 1.52 METERS (5.0 FT)
 LW1842'SOUTH OF A STONE WALL WHICH PARALLELS THE HIGHWAY IN FRONT OF PARK AND
 LW1842'0.85 METER (2.8 FT) SOUTH OF A SIGN--SAWMILL PARK.
 LW1842'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1842'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6687 ***********************************************************************
 LX6687  DESIGNATION -  H N BANK
 LX6687  PID         -  LX6687
 LX6687  STATE/COUNTY-  CT/HARTFORD
 LX6687  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6687
 LX6687                         *CURRENT SURVEY CONTROL
 LX6687  ___________________________________________________________________
 LX6687* NAD 83(1996)-  41 45 58.53548(N)    072 40 25.13118(W)     ADJUSTED  
 LX6687* NAVD 88     -       127.3    (meters)     418.     (feet)  VERTCON   
 LX6687  ___________________________________________________________________
 LX6687  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX6687  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX6687
 LX6687  HORZ ORDER  -  FIRST
 LX6687
 LX6687.The horizontal coordinates were established by classical geodetic methods
 LX6687.and adjusted by the National Geodetic Survey in August 1998..
 LX6687
 LX6687.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6687
 LX6687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6687
 LX6687.The geoid height was determined by GEOID03.
 LX6687
 LX6687;                    North         East     Units Scale Factor Converg.
 LX6687;SPC CT       -   256,013.907   311,149.510   MT  0.99999136   +0 03 02.3
 LX6687;SPC CT       -   839,938.96  1,020,829.68   sFT  0.99999136   +0 03 02.3
 LX6687;UTM  18      - 4,626,440.505   693,372.517   MT  1.00006016   +1 33 00.2
 LX6687
 LX6687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6687!SPC CT       -   0.99998462  x   0.99999136  =   0.99997598
 LX6687!UTM  18      -   0.99998462  x   1.00006016  =   1.00004478
 LX6687
 LX6687:                Primary Azimuth Mark                     Grid Az
 LX6687:SPC CT       -  EAST HARTFORD P AND W TK                 114 51 52.5
 LX6687:UTM  18      -  EAST HARTFORD P AND W TK                 113 21 54.6
 LX6687
 LX6687|---------------------------------------------------------------------|
 LX6687| PID    Reference Object                     Distance      Geod. Az  |
 LX6687|                                                           dddmmss.s |
 LX6687| LX6679 EAST HARTFORD P AND W TK            APPROX. 3.6 KM 1145454.8 |
 LX6687| LX7075 EAST HARTFORD P AND W SW TK         APPROX. 4.2 KM 1343942.0 |
 LX6687| LX6660 TRAVELERS TOWER                     214.055 METERS 15911     |
 LX6687| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX. 0.8 KM 2515355.4 |
 LX6687| LX6697 WEST HARTFORD TOWN HALL CUPOLA      APPROX. 5.7 KM 2630654.4 |
 LX6687| LX6675 AETNA TOWER                         APPROX. 1.5 KM 2722509.4 |
 LX6687| LX6691 HARTFORD ST JOSEPH CH CROSS         APPROX. 1.6 KM 2775810.3 |
 LX6687| LX6642 HARTFORD ASYLUM AVE CONG CH         APPROX. 1.6 KM 2843826.3 |
 LX6687|---------------------------------------------------------------------|
 LX6687
 LX6687                          SUPERSEDED SURVEY CONTROL
 LX6687
 LX6687  NAD 83(1996)-  41 45 58.53508(N)    072 40 25.13130(W) AD(       ) 1
 LX6687  NAD 83(1992)-  41 45 58.53532(N)    072 40 25.13150(W) AD(       ) 1
 LX6687  NAD 83(1992)-  41 45 58.53651(N)    072 40 25.13269(W) AD(       ) 1
 LX6687  NAD 83(1986)-  41 45 58.53688(N)    072 40 25.13278(W) AD(       ) 1
 LX6687  NAD 27      -  41 45 58.17550(N)    072 40 26.79468(W) AD(       ) 1
 LX6687  NGVD 29 (07/19/86)  127.6    (m)          419.     (f) VERT ANG       
 LX6687
 LX6687.Superseded values are not recommended for survey control.
 LX6687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6687.See file dsdata.txt to determine how the superseded data were derived.
 LX6687
 LX6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9337326441(NAD 83)
 LX6687_MARKER: DS = TRIANGULATION STATION DISK
 LX6687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6687_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6687+STABILITY: SURFACE MOTION
 LX6687
 LX6687  HISTORY     - Date     Condition        Report By
 LX6687  HISTORY     - 1972     MONUMENTED       NGS
 LX6687  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6687
 LX6687                          STATION DESCRIPTION
 LX6687
 LX6687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX6687'STATION IS LOCATED ON THE EXTREME TOP OF THE HARTFORD NATIONAL
 LX6687'BANK AND TRUST CO. BUILDING, AT 777 MAIN STREET IN HARTFORD,
 LX6687'AND IS AT NORTHWEST CORNER OF THE ROOF.
 LX6687'
 LX6687'TO REACH STATION, CONTACT THE BUILDING SUPERINTENDENTS OFFICE
 LX6687'FOR PERMISSION, AND ALSO TO ARRANGE FOR A LADDER TO REACH ROOF.
 LX6687'
 LX6687'STATION MARK IS A STANDARD DISK STAMPED H N BANK 1972, SET
 LX6687'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE BLOCK PROJECTING 1 INCH
 LX6687'ABOVE THE TAR AND GRAVEL ROOF.  IT IS 21.91 FEET SOUTH OF NORTH
 LX6687'EDGE OF ROOF, 12.75 FEET EAST OF WEST EDGE OF ROOF, 44.43 FEET
 LX6687'NORTHWEST OF NORTHWEST CORNER OF A SMALL CUPOLA, AND 18.34 FEET
 LX6687'WEST-NORTHWEST OF A DOME-SHAPED IRON GRATE PROJECTING 6 INCHES
 LX6687'ABOVE ROOF.
 LX6687
 LX6687                          STATION RECOVERY (1978)
 LX6687
 LX6687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (LDA)
 LX6687'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX6687'1972, HOWEVER, THERE WAS NO DATA AVAILABLE WITH THE EXCEPTION
 LX6687'OF THE DESCRIPTION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6687'
 LX6687'THE STATION IS LOCATED ATOP THE HARTFORD NATIONAL BANK AND
 LX6687'TRUST COMPANY BUILDING, WHICH IS AT 777 MAIN STREET (CORNER
 LX6687'OF PEARL AND MAIN STREET) IN HARTFORD.
 LX6687'
 LX6687'TO REACH THE STATION, CONTACT THE BUILDING SUPERINTENDENTS
 LX6687'OFFICE FOR PERMISSION TO GET ON THE ROOF.  THE STATION IS SET
 LX6687'IN THE NORTHWEST CORNER OF THE ROOF.  A LADDER IS REQUIRED TO
 LX6687'GET ON TOP OF THE ROOF.
 LX6687'
 LX6687'THE STATION MARK IS A STANDARD DISK STAMPED---HN BANK 1972---,
 LX6687'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LX6687'PROJECTS 1 INCH ABOVE THE TAR AND GRAVEL ROOF.  IT IS 44.43
 LX6687'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CUPOLA, 21.91
 LX6687'FEET SOUTH OF THE NORTH EDGE OF THE ROOF, 18.34 FEET
 LX6687'WEST-NORTHWEST OF THE NORTHWEST EDGE OF A SMALL DOME SHAPED
 LX6687'IRON GRATE WHICH PROJECTS 6 INCHES ABOVE THE ROOF AND 12.75
 LX6687'FEET EAST OF THE WEST EDGE OF THE ROOF.
 LX6687'
 LX6687'THERE WAS NO AZIMUTH MARK ESTABLISHED AT THIS TIME AS IT WAS
 LX6687'DETERMINED THAT ONE OF THE CONNETICUT GEODETIC SURVEY STATIONS
 LX6687'COULD SERVE AS THE AZIMUTH MARK.
 LX6687'
 LX6687'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 LX6687'
 LX6687'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.4 METERS.
 LX6687'
 LX6687'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6171 ***********************************************************************
 LX6171  DESIGNATION -  HADDAM ATT MICROWAVE
 LX6171  PID         -  LX6171
 LX6171  STATE/COUNTY-  CT/MIDDLESEX
 LX6171  USGS QUAD   -  HADDAM (1971)
 LX6171
 LX6171                         *CURRENT SURVEY CONTROL
 LX6171  ___________________________________________________________________
 LX6171* NAD 83(1996)-  41 29 46.01719(N)    072 37 05.17396(W)     ADJUSTED  
 LX6171* NAVD 88     -                                                        
 LX6171  ___________________________________________________________________
 LX6171  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LX6171  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6171
 LX6171  HORZ ORDER  -  THIRD
 LX6171
 LX6171.The horizontal coordinates were established by classical geodetic methods
 LX6171.and adjusted by the National Geodetic Survey in August 1998..
 LX6171
 LX6171
 LX6171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6171
 LX6171.The geoid height was determined by GEOID03.
 LX6171
 LX6171;                    North         East     Units Scale Factor Converg.
 LX6171;SPC CT       -   226,016.097   315,813.901   MT  0.99998335   +0 05 14.8
 LX6171;SPC CT       -   741,521.14  1,036,132.77   sFT  0.99998335   +0 05 14.8
 LX6171;UTM  18      - 4,596,572.012   698,818.621   MT  1.00008648   +1 34 43.3
 LX6171
 LX6171                          SUPERSEDED SURVEY CONTROL
 LX6171
 LX6171  NAD 83(1992)-  41 29 46.01642(N)    072 37 05.17391(W) AD(       ) 4
 LX6171  NAD 83(1986)-  41 29 46.01839(N)    072 37 05.17604(W) AD(       ) 4
 LX6171  NAD 27      -  41 29 45.66110(N)    072 37 06.84210(W) AD(       ) 3
 LX6171
 LX6171.Superseded values are not recommended for survey control.
 LX6171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6171.See file dsdata.txt to determine how the superseded data were derived.
 LX6171
 LX6171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9881996572(NAD 83)
 LX6171
 LX6171  HISTORY     - Date     Condition        Report By
 LX6171  HISTORY     - 1976     MONUMENTED       NGS
 LX6171  HISTORY     - 19970524 GOOD             USPSQD
 LX6171
 LX6171                          STATION DESCRIPTION
 LX6171
 LX6171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6171'HADDAM AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 LX6171'MICROWAVE KCD 68 IS ABOUT 4-1/2 MILES SOUTH OF
 LX6171'MIDDLETOWN, 3 MILES WEST OF HIGGANUM, 3 MILES NORTHEAST OF
 LX6171'DURHAM AND ON THE PROPERTY OF THE AMERICAN TELEPHONE AND
 LX6171'TELEGRAPH COMPANY.
 LX6171'
 LX6171'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 LX6171'155, WHICH IS EXIT 11 OFF OF STATE HIGHWAY 9 ABOUT 1-1/2 MILES
 LX6171'SOUTHEAST OF MIDDLETOWN, GO WEST ON STATE HIGHWAY 155 FOR 1.1
 LX6171'MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON
 LX6171'MILLBROOK ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 LX6171'LEFT AND GO EAST ON LYCEUM ROAD FOR 0.3 MILE TO A SIDE ROAD ON
 LX6171'THE RIGHT.  TURN RIGHT AND GO SOUTH ON CHAMPLAIN HILL ROAD FOR
 LX6171'1.5 MILES TO A PAVED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 LX6171'GO WEST ON THE PAVED ROAD FOR 0.4 MILE TO THE STATION AS
 LX6171'DESCRIBED.
 LX6171'
 LX6171'THE STATION IS THE LIGHT ATOP A 380 FOOT HIGH STEEL MICROWAVE
 LX6171'TOWER WHICH IS PAINTED RED AND WHITE.
 LX6171'
 LX6171'DESCRIBED BY NOLAN B. JOHNSON.
 LX6171
 LX6171                          STATION RECOVERY (1997)
 LX6171
 LX6171'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6122 ***********************************************************************
 LX6122  DESIGNATION -  HADDAM CAMP FILLEY FLAGPOLE
 LX6122  PID         -  LX6122
 LX6122  STATE/COUNTY-  CT/MIDDLESEX
 LX6122  USGS QUAD   -  HADDAM (1971)
 LX6122
 LX6122                         *CURRENT SURVEY CONTROL
 LX6122  ___________________________________________________________________
 LX6122* NAD 83(1996)-  41 27 32.94110(N)    072 30 50.05163(W)     ADJUSTED  
 LX6122* NAVD 88     -                                                        
 LX6122  ___________________________________________________________________
 LX6122  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LX6122  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX6122
 LX6122  HORZ ORDER  -  THIRD
 LX6122
 LX6122.The horizontal coordinates were established by classical geodetic methods
 LX6122.and adjusted by the National Geodetic Survey in August 1998..
 LX6122
 LX6122
 LX6122.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6122
 LX6122.The geoid height was determined by GEOID03.
 LX6122
 LX6122;                    North         East     Units Scale Factor Converg.
 LX6122;SPC CT       -   221,929.193   324,525.827   MT  0.99998398   +0 09 23.6
 LX6122;SPC CT       -   728,112.69  1,064,715.15   sFT  0.99998398   +0 09 23.6
 LX6122;UTM  18      - 4,592,712.640   707,635.015   MT  1.00013059   +1 38 47.7
 LX6122
 LX6122                          SUPERSEDED SURVEY CONTROL
 LX6122
 LX6122  NAD 83(1992)-  41 27 32.94035(N)    072 30 50.05147(W) AD(       ) 4
 LX6122  NAD 83(1986)-  41 27 32.94220(N)    072 30 50.05392(W) AD(       ) 4
 LX6122  NAD 27      -  41 27 32.58500(N)    072 30 51.75100(W) AD(       ) 3
 LX6122
 LX6122.Superseded values are not recommended for survey control.
 LX6122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6122.See file dsdata.txt to determine how the superseded data were derived.
 LX6122
 LX6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0763592713(NAD 83)
 LX6122
 LX6122  HISTORY     - Date     Condition        Report By
 LX6122  HISTORY     - 1934     MONUMENTED       CGS
 LX6122
 LX6122                          STATION DESCRIPTION
 LX6122
 LX6122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6122'THIS IS THE HEADQUARTERS FLAGPOLE OF THE CAMP FILLEY BARRACKS OF
 LX6122'THE CIVILIAN CONSERVATION CORPS.  THE CAMP IS ONE MILE S OF THE
 LX6122'VILLAGE OF HADDAM ON THE ROAD TO TURKEY HILL.  THE BARRACKS ARE
 LX6122'ARRANGED IN U-SHAPE, THE CLOSED END BEING AT THE S.
 LX6122'
 LX6122'THE FLAGPOLE IS A SINGLE WHITE STICK NEAR THE S END OF THE CAMP.
 LX6122'
 LX6122'CENTER IS THE CENTER LINE OF THE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6140 ***********************************************************************
 LX6140  DESIGNATION -  HADDAM CONG CHURCH
 LX6140  PID         -  LX6140
 LX6140  STATE/COUNTY-  CT/MIDDLESEX
 LX6140  USGS QUAD   -  HADDAM (1971)
 LX6140
 LX6140                         *CURRENT SURVEY CONTROL
 LX6140  ___________________________________________________________________
 LX6140* NAD 83(1996)-  41 28 45.70701(N)    072 30 54.48150(W)     ADJUSTED  
 LX6140* NAVD 88     -                                                        
 LX6140  ___________________________________________________________________
 LX6140  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LX6140  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX6140
 LX6140  HORZ ORDER  -  THIRD
 LX6140
 LX6140.The horizontal coordinates were established by classical geodetic methods
 LX6140.and adjusted by the National Geodetic Survey in August 1998..
 LX6140
 LX6140
 LX6140.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6140
 LX6140.The geoid height was determined by GEOID03.
 LX6140
 LX6140;                    North         East     Units Scale Factor Converg.
 LX6140;SPC CT       -   224,173.757   324,416.920   MT  0.99998359   +0 09 20.6
 LX6140;SPC CT       -   735,476.73  1,064,357.85   sFT  0.99998359   +0 09 20.6
 LX6140;UTM  18      - 4,594,953.940   707,467.741   MT  1.00012973   +1 38 47.2
 LX6140
 LX6140                          SUPERSEDED SURVEY CONTROL
 LX6140
 LX6140  NAD 83(1992)-  41 28 45.70625(N)    072 30 54.48136(W) AD(       ) 4
 LX6140  NAD 83(1986)-  41 28 45.70807(N)    072 30 54.48377(W) AD(       ) 4
 LX6140  NAD 27      -  41 28 45.35000(N)    072 30 56.18000(W) AD(       ) 3
 LX6140
 LX6140.Superseded values are not recommended for survey control.
 LX6140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6140.See file dsdata.txt to determine how the superseded data were derived.
 LX6140
 LX6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0746894954(NAD 83)
 LX6140
 LX6140  HISTORY     - Date     Condition        Report By
 LX6140  HISTORY     - UNK      MONUMENTED
 LX6140  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6140  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6140  HISTORY     - 19970220 GOOD             USPSQD
 LX6140
 LX6140                          STATION DESCRIPTION
 LX6140
 LX6140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6140'THERE IS NO PREVIOUS DESCRIPTION.  THE CHURCH IS ON THE W SIDE
 LX6140'OF ROUTE 9, 1/4 MILE ABOVE THE HADDAM JAIL.  IT IS A WHITE
 LX6140'WOODEN BUILDING WITH FOUR LONG GREEN-SHUTTERED WINDOWS IN THE
 LX6140'N AND S SIDES.  AT THE TOP OF THE ENTRANCE STEPS ARE TWO
 LX6140'DORIC COLUMNS SUPPORTING THE PEDIMENT.  THE TOWER RISES JUST
 LX6140'INSIDE THE E WALL OF THE CHURCH.  DIRECTLY ABOVE THE ROOF IS
 LX6140'A PLAIN SQUARE SECTION ABOUT SIX FEET HIGH.  THEN THE SQUARE
 LX6140'BELFRY WITH RECTANGULAR GREEN LOUVRES IN EACH SIDE.  ABOVE
 LX6140'THIS IS AN ENCLOSED SECTION SMALLER BUT EQUAL IN HEIGHT TO
 LX6140'THE BELFRY SECTION.
 LX6140'
 LX6140'A FEATURE OF THE BELFRY AND THE SECTION ABOVE IS THE COLUMNS
 LX6140'OUTSIDE THE WALLS.
 LX6140'
 LX6140'THE TOWER ROOF IS HEMISPHERICAL AND PAINTED YELLOW.  ABOVE
 LX6140'IS AN ORNATE WEATHER VANE.
 LX6140'
 LX6140'CENTER IS THE AXIS OF THE VANE.
 LX6140'
 LX6140'OF LITTLE USE AS A LANDMARK BECAUSE IT IS SCREENED BY
 LX6140'TREES.  TOWER IS ABOUT 60 FEET HIGH.
 LX6140
 LX6140                          STATION RECOVERY (1969)
 LX6140
 LX6140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6140'THE STATION WAS NOT VISITED, BUT WAS VIEWED FROM THE RIVER.  THE
 LX6140'DESCRIPTION FITTED AND THE SPIRE APPEARED TO BE IN GOOD
 LX6140'CONDITION.  THE DOME, WHICH WAS EVIDENTLY BUILT OF BRASS, IS
 LX6140'NOW GREEN.
 LX6140
 LX6140                          STATION RECOVERY (1997)
 LX6140
 LX6140'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6126 ***********************************************************************
 LX6126  DESIGNATION -  HADDAM ISLAND FRONT RANGE LT
 LX6126  PID         -  LX6126
 LX6126  STATE/COUNTY-  CT/MIDDLESEX
 LX6126  USGS QUAD   -  HADDAM (1971)
 LX6126
 LX6126                         *CURRENT SURVEY CONTROL
 LX6126  ___________________________________________________________________
 LX6126* NAD 83(1996)-  41 29 30.42616(N)    072 30 43.56495(W)     ADJUSTED  
 LX6126* NAVD 88     -                                                        
 LX6126  ___________________________________________________________________
 LX6126  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX6126  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6126
 LX6126  HORZ ORDER  -  THIRD
 LX6126
 LX6126.The horizontal coordinates were established by classical geodetic methods
 LX6126.and adjusted by the National Geodetic Survey in August 1998..
 LX6126
 LX6126
 LX6126.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6126
 LX6126.The geoid height was determined by GEOID03.
 LX6126
 LX6126;                    North         East     Units Scale Factor Converg.
 LX6126;SPC CT       -   225,554.048   324,666.389   MT  0.99998341   +0 09 27.9
 LX6126;SPC CT       -   740,005.24  1,065,176.31   sFT  0.99998341   +0 09 27.9
 LX6126;UTM  18      - 4,596,340.458   707,681.244   MT  1.00013082   +1 38 55.9
 LX6126
 LX6126                          SUPERSEDED SURVEY CONTROL
 LX6126
 LX6126  NAD 83(1992)-  41 29 30.42542(N)    072 30 43.56481(W) AD(       ) 4
 LX6126  NAD 83(1986)-  41 29 30.42723(N)    072 30 43.56722(W) AD(       ) 4
 LX6126  NAD 27      -  41 29 30.06500(N)    072 30 45.26200(W) AD(       ) 3
 LX6126
 LX6126.Superseded values are not recommended for survey control.
 LX6126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6126.See file dsdata.txt to determine how the superseded data were derived.
 LX6126
 LX6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0768196340(NAD 83)
 LX6126
 LX6126  HISTORY     - Date     Condition        Report By
 LX6126  HISTORY     - UNK      MONUMENTED
 LX6126  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6126  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 LX6126
 LX6126                          STATION DESCRIPTION
 LX6126
 LX6126'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6126'THIS LIGHT HAS BEEN REMOVED AND PLACED APPROXIMATELY 500 FEET
 LX6126'UPSTREAM.  THE 4 FOOTINGS REMAIN, HOWEVER.  CONSEQUENTLY, THE
 LX6126'CENTER LINE COULD BE DETERMINED IF IT WAS NECESSARY TO OCCUPY
 LX6126'IT AS A POINT OF TRIANGULATION.
 LX6126
 LX6126                          STATION RECOVERY (1997)
 LX6126
 LX6126'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6128 ***********************************************************************
 LX6128  DESIGNATION -  HADDAM ISLAND REAR RANGE LT
 LX6128  PID         -  LX6128
 LX6128  STATE/COUNTY-  CT/MIDDLESEX
 LX6128  USGS QUAD   -  HADDAM (1971)
 LX6128
 LX6128                         *CURRENT SURVEY CONTROL
 LX6128  ___________________________________________________________________
 LX6128* NAD 83(1996)-  41 29 29.44976(N)    072 30 41.73384(W)     ADJUSTED  
 LX6128* NAVD 88     -                                                        
 LX6128  ___________________________________________________________________
 LX6128  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX6128  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6128
 LX6128  HORZ ORDER  -  THIRD
 LX6128
 LX6128.The horizontal coordinates were established by classical geodetic methods
 LX6128.and adjusted by the National Geodetic Survey in August 1998..
 LX6128
 LX6128
 LX6128.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6128
 LX6128.The geoid height was determined by GEOID03.
 LX6128
 LX6128;                    North         East     Units Scale Factor Converg.
 LX6128;SPC CT       -   225,524.043   324,708.946   MT  0.99998341   +0 09 29.1
 LX6128;SPC CT       -   739,906.80  1,065,315.93   sFT  0.99998341   +0 09 29.1
 LX6128;UTM  18      - 4,596,311.566   707,724.574   MT  1.00013104   +1 38 57.1
 LX6128
 LX6128                          SUPERSEDED SURVEY CONTROL
 LX6128
 LX6128  NAD 83(1992)-  41 29 29.44902(N)    072 30 41.73369(W) AD(       ) 4
 LX6128  NAD 83(1986)-  41 29 29.45085(N)    072 30 41.73607(W) AD(       ) 4
 LX6128  NAD 27      -  41 29 29.08900(N)    072 30 43.43200(W) AD(       ) 3
 LX6128
 LX6128.Superseded values are not recommended for survey control.
 LX6128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6128.See file dsdata.txt to determine how the superseded data were derived.
 LX6128
 LX6128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0772596312(NAD 83)
 LX6128
 LX6128  HISTORY     - Date     Condition        Report By
 LX6128  HISTORY     - UNK      MONUMENTED
 LX6128  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6128  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6128  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 LX6128
 LX6128                          STATION DESCRIPTION
 LX6128
 LX6128'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6128'THIS LIGHT HAS BEEN REMOVED AND PLACED APPROXIMATELY 500 FEET
 LX6128'UPSTREAM.  THE 4 FOOTINGS REMAIN, HOWEVER.  CONSEQUENTLY, THE
 LX6128'CENTER LINE COULD BE DETERMINED IF IT WAS NECESSARY TO OCCUPY
 LX6128'IT AS A POINT OF TRIANGULATION.
 LX6128
 LX6128                          STATION RECOVERY (1969)
 LX6128
 LX6128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6128'THIS LIGHT HAS BEEN REMOVED AND PLACED ABOUT 500 FEET UPSTREAM.  THE
 LX6128'OLD BASE (4 FOOTINGS) REMAIN AND THE CENTER COULD BE DETERMINED
 LX6128'IF NECESSARY FOR TRIANGULATION.
 LX6128
 LX6128                          STATION RECOVERY (1997)
 LX6128
 LX6128'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6027 ***********************************************************************
 LX6027  DESIGNATION -  HADDAM NECK
 LX6027  PID         -  LX6027
 LX6027  STATE/COUNTY-  CT/MIDDLESEX
 LX6027  USGS QUAD   -  DEEP RIVER (1971)
 LX6027
 LX6027                         *CURRENT SURVEY CONTROL
 LX6027  ___________________________________________________________________
 LX6027* NAD 83(1996)-  41 28 55.20847(N)    072 29 26.81263(W)     ADJUSTED  
 LX6027* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 LX6027  ___________________________________________________________________
 LX6027  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX6027  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX6027
 LX6027  HORZ ORDER  -  THIRD
 LX6027
 LX6027.The horizontal coordinates were established by classical geodetic methods
 LX6027.and adjusted by the National Geodetic Survey in August 1998..
 LX6027
 LX6027.The orthometric height was scaled from a topographic map.
 LX6027
 LX6027.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6027
 LX6027.The geoid height was determined by GEOID03.
 LX6027
 LX6027;                    North         East     Units Scale Factor Converg.
 LX6027;SPC CT       -   224,472.694   326,449.982   MT  0.99998354   +0 10 18.8
 LX6027;SPC CT       -   736,457.50  1,071,027.98   sFT  0.99998354   +0 10 18.8
 LX6027;UTM  18      - 4,595,305.720   709,492.644   MT  1.00014012   +1 39 45.6
 LX6027
 LX6027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6027!SPC CT       -   0.99999188  x   0.99998354  =   0.99997542
 LX6027!UTM  18      -   0.99999188  x   1.00014012  =   1.00013199
 LX6027
 LX6027                          SUPERSEDED SURVEY CONTROL
 LX6027
 LX6027  NAD 83(1992)-  41 28 55.20772(N)    072 29 26.81245(W) AD(       ) 3
 LX6027  NAD 83(1986)-  41 28 55.20951(N)    072 29 26.81494(W) AD(       ) 3
 LX6027  NAD 27      -  41 28 54.85100(N)    072 29 28.51500(W) AD(       ) 3
 LX6027
 LX6027.Superseded values are not recommended for survey control.
 LX6027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6027.See file dsdata.txt to determine how the superseded data were derived.
 LX6027
 LX6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0949395306(NAD 83)
 LX6027
 LX6027  HISTORY     - Date     Condition        Report By
 LX6027  HISTORY     - 1862     MONUMENTED       CGS
 LX6027  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6027  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6027
 LX6027                          STATION DESCRIPTION
 LX6027
 LX6027'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (WSE)
 LX6027'STATION IS ON A HILL ABOUT 1-1/4 MILES N OF SOUTHERN POINT OF
 LX6027'HADDAM NECK AND NEARER THE CONNECTICUT THAN THE SALMON
 LX6027'RIVER.  MARKED WITH AN IRON CONE AND CEMENT.  DISTANCE FROM
 LX6027'STATION TO ARROW ON ROCK, W, 6 FEET.  TO ARROW PAINTED ON ROCK,
 LX6027'S, 12 FEET.  TO ARROW PAINTED ON ROCK, NE, 12 FEET 6 INCHES.  TO
 LX6027'FENCE, ABOUT S, 110 FEET.
 LX6027
 LX6027                          STATION RECOVERY (1934)
 LX6027
 LX6027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6027'CENTER WAS RECOVERED AS DESCRIBED BUT THE REFERENCE MARKS WERE
 LX6027'NOT FOUND.  THIS STATION IS LOCATED ON WHAT IS LOCALLY CALLED
 LX6027'BULKLEYS, OR FLAGSTAFF, HILL, THE LAST HILL ON THE LOWER END OF
 LX6027'HADDAM NECK.  THE HILL IS THE PROPERTY OF JENNIE PHELPS.  TO
 LX6027'APPROACH--TURN OFF THE MIDDLE HADDAM - EAST HADDAM ROAD
 LX6027'(ROUTE 151) ON THE ROCK LANDING ROAD AND GO 1.6 MILES.  TURN
 LX6027'LEFT ON LOWER HADDAM NECK ROAD AND GO 1.7 MILES TO THE PHELPS
 LX6027'PLACE, THE END OF THE PUBLIC ROAD.  FROM THIS POINT A PRIVATE
 LX6027'ROAD LEADS DOWN THE MEADOW.  GO 0.6 MILE ON THIS ROAD TO THE
 LX6027'MEADOW LAND BELONGING TO NEWTON MARKHAM OF EAST HAMPTON.
 LX6027'FROM THIS POINT THE STATION BEARS N 70 DEG E (MAGNETIC) AND
 LX6027'IS REACHED BY A WOOD ROAD, THAT APPROACHES THE HILL FROM
 LX6027'THE NORTHWESTERLY SIDE AND PROCEEDS SOUTHERLY ALONG THE
 LX6027'TOP OF THE RIDGE.
 LX6027'
 LX6027'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX6027'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD BRONZE
 LX6027'DISK WEDGED IN A DRILL HOLE AS DESCRIBED IN NOTE 8A.  REFERENCE
 LX6027'MARK NO. 1 AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 LX6027'SET IN A BOULDER AS DESCRIBED IN NOTES 12C.
 LX6027'
 LX6027'THE STATION IS ON THE HIGHEST PART OF THE RIDGE, THE LAND SLOPING
 LX6027'STEEPLY TO THE E AND W.  SOUTHERLY OF THE STATION A STONE FENCE
 LX6027'CROSSES THE RIDGE FROM NE TO SW.  THE NE SIDE OF AN OPENING
 LX6027'IN THIS FENCE BEARS S 10 DEG E (MAGNETIC) AND IS 35 METERS
 LX6027'DISTANT.  BEYOND THE FENCE IS A STEEP SOUTHERLY SLOPE.  THE
 LX6027'ORIGINAL IRON CONE CENTER MARK WAS REMOVED AND REPLACED WITH
 LX6027'STANDARD DISK.  REFERENCE MARKS WERE ALSO ESTABLISHED.
 LX6027'
 LX6027'REFERENCE MARK NO. 1 IS IN A SMALL FIXED BOULDER PROJECTING BUT
 LX6027'LITTLE ABOVE THE GROUND.  IT IS 15.2 METERS N 25 DEG W (MAGNETIC)
 LX6027'FROM NE SIDE OF FENCE OPENING.  REFERENCE MARK BEARS S 15 DEG E
 LX6027'(MAGNETIC).
 LX6027'
 LX6027'REFERENCE MARK NO. 2 IS IN A BOULDER ABOUT 4 BY 2 FEET BY 2 FEET
 LX6027'HIGH.  IT IS SOMEWHAT LOWER THAN THE STATION AND JUST WESTERLY OF
 LX6027'THE APPROACH TRAIL.  IT BEARS N 75 DEG W (MAGNETIC).
 LX6027'
 LX6027'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LX6027
 LX6027                          STATION RECOVERY (1948)
 LX6027
 LX6027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6027'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6027'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6127 ***********************************************************************
 LX6127  DESIGNATION -  HADDAM NECK CONG CH SPIRE
 LX6127  PID         -  LX6127
 LX6127  STATE/COUNTY-  CT/MIDDLESEX
 LX6127  USGS QUAD   -  HADDAM (1971)
 LX6127
 LX6127                         *CURRENT SURVEY CONTROL
 LX6127  ___________________________________________________________________
 LX6127* NAD 83(1996)-  41 30 00.00947(N)    072 30 42.35144(W)     ADJUSTED  
 LX6127* NAVD 88     -                                                        
 LX6127  ___________________________________________________________________
 LX6127  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6127  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX6127
 LX6127  HORZ ORDER  -  THIRD
 LX6127
 LX6127.The horizontal coordinates were established by classical geodetic methods
 LX6127.and adjusted by the National Geodetic Survey in August 1998..
 LX6127
 LX6127
 LX6127.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6127
 LX6127.The geoid height was determined by GEOID03.
 LX6127
 LX6127;                    North         East     Units Scale Factor Converg.
 LX6127;SPC CT       -   226,466.781   324,692.021   MT  0.99998331   +0 09 28.7
 LX6127;SPC CT       -   742,999.76  1,065,260.41   sFT  0.99998331   +0 09 28.7
 LX6127;UTM  18      - 4,597,253.684   707,683.114   MT  1.00013083   +1 38 57.6
 LX6127
 LX6127                          SUPERSEDED SURVEY CONTROL
 LX6127
 LX6127  NAD 83(1992)-  41 30 00.00874(N)    072 30 42.35130(W) AD(       ) 4
 LX6127  NAD 83(1986)-  41 30 00.01054(N)    072 30 42.35362(W) AD(       ) 4
 LX6127  NAD 27      -  41 29 59.64200(N)    072 30 44.05200(W) AD(       ) 3
 LX6127
 LX6127.Superseded values are not recommended for survey control.
 LX6127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6127.See file dsdata.txt to determine how the superseded data were derived.
 LX6127
 LX6127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0768397254(NAD 83)
 LX6127
 LX6127  HISTORY     - Date     Condition        Report By
 LX6127  HISTORY     - 1934     MONUMENTED       CGS
 LX6127  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6127  HISTORY     - 19971029 GOOD             USPSQD
 LX6127
 LX6127                          STATION DESCRIPTION
 LX6127
 LX6127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6127'THIS STATION IS NOT TO BE CONFUSED WITH TRIANGULATION STATION
 LX6127'HADDAM NECK CONGREGATIONAL CHURCH 1862.  THE OLD CHURCH HAS BEEN
 LX6127'DEMOLISHED AND THE PRESENT EDIFICE IS IN AN ENTIRELY DIFFERENT
 LX6127'LOCALITY.
 LX6127'
 LX6127'THE CHURCH STANDS AT THE SW CORNER OF THE INTERSECTION OF
 LX6127'HIGH STREET CONTINUATION AND A ROAD FROM THE LOWER HADDAM NECK
 LX6127'ROAD.  IT FACES EASTERLY WITH A SLIM WHITE SPIRE JUST OUTSIDE
 LX6127'THE E WALL OF THE CHURCH.  EACH OF THE BLACK SHUTTERED OPENINGS
 LX6127'OF THE SQUARE BELFRY HAS A SHINGLED GABLE ABOVE IT.
 LX6127'
 LX6127'THE SPIRE ENDS IN A FINIAL AND WOODEN BALL.  A LIGHTNING ROD
 LX6127'PROJECTS ABOVE THE MIDDLE OF THE BALL.
 LX6127'
 LX6127'CENTER IS THE FINIAL.
 LX6127'
 LX6127'THIS SPIRE IS A VERY PROMINENT LANDMARK FROM ALL DIRECTIONS
 LX6127'EXCEPT THE E.
 LX6127
 LX6127                          STATION RECOVERY (1948)
 LX6127
 LX6127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6127'STATION RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX6127
 LX6127                          STATION RECOVERY (1997)
 LX6127
 LX6127'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6041 ***********************************************************************
 LX6041  DESIGNATION -  HADDAM VIEW TRANSM TWR W SIDE
 LX6041  PID         -  LX6041
 LX6041  STATE/COUNTY-  CT/MIDDLESEX
 LX6041  USGS QUAD   -  DEEP RIVER (1971)
 LX6041
 LX6041                         *CURRENT SURVEY CONTROL
 LX6041  ___________________________________________________________________
 LX6041* NAD 83(1996)-  41 27 39.49550(N)    072 28 17.87101(W)     ADJUSTED  
 LX6041* NAVD 88     -                                                        
 LX6041  ___________________________________________________________________
 LX6041  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LX6041  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6041
 LX6041  HORZ ORDER  -  THIRD
 LX6041
 LX6041.The horizontal coordinates were established by classical geodetic methods
 LX6041.and adjusted by the National Geodetic Survey in August 1998..
 LX6041
 LX6041
 LX6041.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6041
 LX6041.The geoid height was determined by GEOID03.
 LX6041
 LX6041;                    North         East     Units Scale Factor Converg.
 LX6041;SPC CT       -   222,141.910   328,056.904   MT  0.99998394   +0 11 04.5
 LX6041;SPC CT       -   728,810.58  1,076,300.03   sFT  0.99998394   +0 11 04.5
 LX6041;UTM  18      - 4,593,017.154   711,159.915   MT  1.00014876   +1 40 28.8
 LX6041
 LX6041                          SUPERSEDED SURVEY CONTROL
 LX6041
 LX6041  NAD 83(1992)-  41 27 39.49471(N)    072 28 17.87079(W) AD(       ) 4
 LX6041  NAD 83(1986)-  41 27 39.49648(N)    072 28 17.87337(W) AD(       ) 4
 LX6041  NAD 27      -  41 27 39.13500(N)    072 28 19.57900(W) AD(       ) 3
 LX6041
 LX6041.Superseded values are not recommended for survey control.
 LX6041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6041.See file dsdata.txt to determine how the superseded data were derived.
 LX6041
 LX6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1116093017(NAD 83)
 LX6041
 LX6041  HISTORY     - Date     Condition        Report By
 LX6041  HISTORY     - 1934     MONUMENTED       CGS
 LX6041  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6041  HISTORY     - 19970220 GOOD             USPSQD
 LX6041
 LX6041                          STATION DESCRIPTION
 LX6041
 LX6041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6041'THE HIGH TENSION LINE OF THE CONNECTICUT LIGHT AND POWER
 LX6041'COMPANY CROSSES ROUTE 9 ONE MILE N OF THE INTERSECTION OF ROUTE
 LX6041'80.  THIS STATION IS ON THE LAST TOWER ON THE W SIDE OF THE
 LX6041'RIVER.  IT IS 1/4 MILE S OF THE ROAD ENTERING HADDAM VIEW.
 LX6041'
 LX6041'THE TOWER IS A SKELETON STEEL STRUCTURE SUPPORTING THREE
 LX6041'TRANSMISSION LINES ON EACH SIDE.  AN A FRAME AT THE TOP CARRIES THE
 LX6041'STATIC WIRE AT ITS APEX.
 LX6041'
 LX6041'CENTER IS THE APEX OF THE TOWER.  IT IS OFFICIALLY CALLED TOWER
 LX6041'206.
 LX6041
 LX6041                          STATION RECOVERY (1969)
 LX6041
 LX6041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6041'STATION APPARENTLY RECOVERED IN GOOD CONDITION.  THE POSITION
 LX6041'WAS CHECKED AGAINST A PHOTO PLOT OF THE TOWER WITH GOOD RESULTS.
 LX6041'
 LX6041'THE STATION WAS RECOVERED BY BOAT.  THE ORIGINAL DESCRIPTION
 LX6041'IS ADEQUATE.
 LX6041
 LX6041                          STATION RECOVERY (1997)
 LX6041
 LX6041'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5969 ***********************************************************************
 LX5969  DESIGNATION -  HADLYME CHURCH BELFRY
 LX5969  PID         -  LX5969
 LX5969  STATE/COUNTY-  CT/MIDDLESEX
 LX5969  USGS QUAD   -  DEEP RIVER (1971)
 LX5969
 LX5969                         *CURRENT SURVEY CONTROL
 LX5969  ___________________________________________________________________
 LX5969* NAD 83(1996)-  41 25 53.44440(N)    072 24 19.80013(W)     ADJUSTED  
 LX5969* NAVD 88     -                                                        
 LX5969  ___________________________________________________________________
 LX5969  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX5969  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX5969
 LX5969  HORZ ORDER  -  THIRD
 LX5969
 LX5969.The horizontal coordinates were established by classical geodetic methods
 LX5969.and adjusted by the National Geodetic Survey in August 1998..
 LX5969
 LX5969
 LX5969.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5969
 LX5969.The geoid height was determined by GEOID03.
 LX5969
 LX5969;                    North         East     Units Scale Factor Converg.
 LX5969;SPC CT       -   218,890.148   333,594.805   MT  0.99998472   +0 13 42.3
 LX5969;SPC CT       -   718,142.09  1,094,468.96   sFT  0.99998472   +0 13 42.3
 LX5969;UTM  18      - 4,589,909.895   716,781.482   MT  1.00017837   +1 43 03.0
 LX5969
 LX5969                          SUPERSEDED SURVEY CONTROL
 LX5969
 LX5969  NAD 83(1992)-  41 25 53.44357(N)    072 24 19.79980(W) AD(       ) 4
 LX5969  NAD 83(1986)-  41 25 53.44527(N)    072 24 19.80274(W) AD(       ) 4
 LX5969  NAD 27      -  41 25 53.08800(N)    072 24 21.51600(W) AD(       ) 3
 LX5969
 LX5969.Superseded values are not recommended for survey control.
 LX5969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5969.See file dsdata.txt to determine how the superseded data were derived.
 LX5969
 LX5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1678189910(NAD 83)
 LX5969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5969+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 LX5969
 LX5969  HISTORY     - Date     Condition        Report By
 LX5969  HISTORY     - 1934     MONUMENTED       CGS
 LX5969  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5969  HISTORY     - 1984     GOOD             USPSQD
 LX5969  HISTORY     - 19900407 GOOD             USPSQD
 LX5969  HISTORY     - 19970603 GOOD             USPSQD
 LX5969  HISTORY     - 19980309 GOOD             USPSQD
 LX5969  HISTORY     - 20011002 GOOD             USPSQD
 LX5969
 LX5969                          STATION DESCRIPTION
 LX5969
 LX5969'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5969'THIS CHURCH IS ON THE W SIDE OF ROUTE 82 ABOUT 0.8 MILE ABOVE
 LX5969'BROCKWAYS CORNERS, HADLYME.  IT FACES S AT THE INTERSECTION OF
 LX5969'A ROAD THAT BEARS TO THE WESTWARD FROM THIS POINT.
 LX5969'
 LX5969'THE BUILDING IS VERY PLAIN.  IT IS PAINTED WHITE AND HAS THREE
 LX5969'LONG, SHUTTERED WINDOWS IN BOTH E AND W SIDES.
 LX5969'
 LX5969'THE BELFRY IS JUST INSIDE THE S WALL AND RESTS DIRECTLY ON THE
 LX5969'ROOF OF THE CHURCH.  A SMALL RECTANGULAR OPENING IN EACH SIDE IS
 LX5969'CLOSED WITH GREEN LOUVRES.  A SMALLER, PLAIN, WHITE SECTION RESTS
 LX5969'ON TOP OF THE BELFRY PROPER.
 LX5969'
 LX5969'CENTER IS THE CENTER LINE OF THIS TOP SECTION.
 LX5969
 LX5969                          STATION RECOVERY (1948)
 LX5969
 LX5969'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5969'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 LX5969
 LX5969                          STATION RECOVERY (1984)
 LX5969
 LX5969'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5969'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LX5969'EXCEPT THE BELFRY LOUVERS ARE PAINTED WHITE.
 LX5969
 LX5969                          STATION RECOVERY (1990)
 LX5969
 LX5969'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5969'RECOVERED IN GOOD CONDITION.
 LX5969
 LX5969                          STATION RECOVERY (1997)
 LX5969
 LX5969'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5969'RECOVERED IN GOOD CONDITION.
 LX5969
 LX5969                          STATION RECOVERY (1998)
 LX5969
 LX5969'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5969'RECOVERED IN GOOD CONDITION.
 LX5969
 LX5969                          STATION RECOVERY (2001)
 LX5969
 LX5969'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5961 ***********************************************************************
 LX5961  DESIGNATION -  HADLYME E HADDAM BALLEKS GABLE
 LX5961  PID         -  LX5961
 LX5961  STATE/COUNTY-  CT/MIDDLESEX
 LX5961  USGS QUAD   -  DEEP RIVER (1971)
 LX5961
 LX5961                         *CURRENT SURVEY CONTROL
 LX5961  ___________________________________________________________________
 LX5961* NAD 83(1996)-  41 26 23.43207(N)    072 26 04.75627(W)     ADJUSTED  
 LX5961* NAVD 88     -                                                        
 LX5961  ___________________________________________________________________
 LX5961  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX5961  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX5961
 LX5961  HORZ ORDER  -  THIRD
 LX5961
 LX5961.The horizontal coordinates were established by classical geodetic methods
 LX5961.and adjusted by the National Geodetic Survey in August 1998..
 LX5961
 LX5961
 LX5961.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5961
 LX5961.The geoid height was determined by GEOID03.
 LX5961
 LX5961;                    North         East     Units Scale Factor Converg.
 LX5961;SPC CT       -   219,805.963   331,154.633   MT  0.99998447   +0 12 32.7
 LX5961;SPC CT       -   721,146.73  1,086,463.16   sFT  0.99998447   +0 12 32.7
 LX5961;UTM  18      - 4,590,762.142   714,317.873   MT  1.00016530   +1 41 54.5
 LX5961
 LX5961                          SUPERSEDED SURVEY CONTROL
 LX5961
 LX5961  NAD 83(1992)-  41 26 23.43126(N)    072 26 04.75598(W) AD(       ) 4
 LX5961  NAD 83(1986)-  41 26 23.43305(N)    072 26 04.75863(W) AD(       ) 4
 LX5961  NAD 27      -  41 26 23.07600(N)    072 26 06.46300(W) AD(       ) 3
 LX5961
 LX5961.Superseded values are not recommended for survey control.
 LX5961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5961.See file dsdata.txt to determine how the superseded data were derived.
 LX5961
 LX5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1431890762(NAD 83)
 LX5961
 LX5961  HISTORY     - Date     Condition        Report By
 LX5961  HISTORY     - 1935     MONUMENTED       CGS
 LX5961  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5961  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX5961
 LX5961                          STATION DESCRIPTION
 LX5961
 LX5961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5961'THE RESIDENCE OF FRED BALLEK JUNIOR IS ON THE E SIDE OF THE
 LX5961'RIVER ROAD, ABOUT 1.7 MILES ABOVE THE HADLYME FERRY.
 LX5961'
 LX5961'THE HOUSE IS A TWO-STORY FRAME STRUCTURE WITH A PORCH AROUND
 LX5961'THE W END.  A NARROW TWO-STORY WING IS ATTACHED TO THE SE
 LX5961'CORNER.  ANOTHER SEPARATE TWO STORY BUILDING STANDS TO THE
 LX5961'NORTHWARD.  ALL BUILDINGS ARE PAINTED WHITE, THE MAIN HOUSE
 LX5961'HAVING GREEN SHUTTERS.  A LOW WALL BOUNDS THW LAWN AT THE W EDGE.
 LX5961'
 LX5961'CENTER IS THE APEX OF THE W GABLE OF THE MAIN HOUSE.
 LX5961
 LX5961                          STATION RECOVERY (1948)
 LX5961
 LX5961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5961'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 LX5961'EXCEPTION--
 LX5961'
 LX5961'THE TWO-STORY BUILDING TO THE N HAS BEEN REMOVED.
 LX5961'
 LX5961'DESCRIPTION IS ADEQUATE.
 LX5961
 LX5961                          STATION RECOVERY (1998)
 LX5961
 LX5961'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6501 ***********************************************************************
 LX6501  DESIGNATION -  HALE
 LX6501  PID         -  LX6501
 LX6501  STATE/COUNTY-  CT/NEW HAVEN
 LX6501  USGS QUAD   -  NEW HAVEN (1984)
 LX6501
 LX6501                         *CURRENT SURVEY CONTROL
 LX6501  ___________________________________________________________________
 LX6501* NAD 83(1996)-  41 16 13.89201(N)    072 54 18.16012(W)     ADJUSTED  
 LX6501* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6501  ___________________________________________________________________
 LX6501  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX6501  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX6501
 LX6501  HORZ ORDER  -  THIRD
 LX6501
 LX6501.The horizontal coordinates were established by classical geodetic methods
 LX6501.and adjusted by the National Geodetic Survey in August 1998..
 LX6501
 LX6501.The orthometric height was scaled from a topographic map.
 LX6501
 LX6501.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6501
 LX6501.The geoid height was determined by GEOID03.
 LX6501
 LX6501;                    North         East     Units Scale Factor Converg.
 LX6501;SPC CT       -   200,965.307   291,809.485   MT  0.99999363   -0 06 10.1
 LX6501;SPC CT       -   659,333.68    957,378.29   sFT  0.99999363   -0 06 10.1
 LX6501;SPC NY L     -   123,156.847   391,746.196   MT  1.00002178   +0 42 58.3
 LX6501;SPC NY L     -   404,057.09  1,285,253.98   sFT  1.00002178   +0 42 58.3
 LX6501;UTM  18      - 4,570,905.199   675,471.766   MT  0.99997895   +1 22 56.0
 LX6501
 LX6501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6501!SPC CT       -   1.00000427  x   0.99999363  =   0.99999790
 LX6501!SPC NY L     -   1.00000427  x   1.00002178  =   1.00002605
 LX6501!UTM  18      -   1.00000427  x   0.99997895  =   0.99998322
 LX6501
 LX6501|---------------------------------------------------------------------|
 LX6501| PID    Reference Object                     Distance      Geod. Az  |
 LX6501|                                                           dddmmss.s |
 LX6501| CZ6569 HALE RM 2                            14.960 METERS 05934     |
 LX6501| LX6370 SOUTHWEST LEDGE LIGHTHOUSE          APPROX. 4.0 KM 1882335.8 |
 LX6501| LX6369 NEW HAVEN MID BRKWTR W END LT       APPROX. 5.8 KM 2065107.4 |
 LX6501| LX6373 NEW HAVEN LIGHT                     APPROX. 6.3 KM 2093200.4 |
 LX6501| LX6509 SANDY POINT BREAKWATER LT           APPROX. 1.4 KM 2294228.1 |
 LX6501| LX6507 HARBOR LINE MARK 1                   41.740 METERS 26212     |
 LX6501| CZ6568 HALE RM 1                            16.220 METERS 34423     |
 LX6501|---------------------------------------------------------------------|
 LX6501
 LX6501                          SUPERSEDED SURVEY CONTROL
 LX6501
 LX6501  NAD 83(1992)-  41 16 13.89109(N)    072 54 18.15991(W) AD(       ) 3
 LX6501  NAD 83(1986)-  41 16 13.89285(N)    072 54 18.16446(W) AD(       ) 3
 LX6501  NAD 27      -  41 16 13.54700(N)    072 54 19.79900(W) AD(       ) 3
 LX6501
 LX6501.Superseded values are not recommended for survey control.
 LX6501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6501.See file dsdata.txt to determine how the superseded data were derived.
 LX6501
 LX6501_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7547270905(NAD 83)
 LX6501_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6501+STABILITY: SURFACE MOTION
 LX6501
 LX6501  HISTORY     - Date     Condition        Report By
 LX6501  HISTORY     - 1933     MONUMENTED       CGS
 LX6501  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6501  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6501
 LX6501                          STATION DESCRIPTION
 LX6501
 LX6501'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6501'THE STATION IS LOCATED IN FORT HALE PARK, ON WHAT IS CALLED
 LX6501'HALE POINT, BACK OF A STONE MASONRY SEAWALL AND INSIDE THE
 LX6501'MOAT.  IT IS ON TOP OF THE EARTH EMBANKMENT THAT MARKS THE
 LX6501'WESTERN LIMITS OF THE OLD FORT.  IT IS 17.08 METERS SW OF THE
 LX6501'SW CORNER OF THE OLD BATHHOUSES (WOODEN STRUCTURE) AND
 LX6501'APPROXIMATELY 16 METERS NW OF THE N END OF THE WOODEN,
 LX6501'PEDESTRIAN BRIDGE S OF THE BATHHOUSE.  BOTH REFERENCE MARKS ARE
 LX6501'ON THE EARTHWORK OF THE OLD FORT.
 LX6501'
 LX6501'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6501'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6501'
 LX6501'REFERENCE MARK NO.1 BEARS N 35 DEG E (MAGNETIC) AND IS
 LX6501'11.15 METERS NW OF NW END OF BATHHOUSE.
 LX6501'
 LX6501'REFERENCE MARK NO.2 BEARS S 70 DEG E (MAGNETIC) AND IS 9.0
 LX6501'METERS SW OF SW SIDE OF BATHHOUSE.
 LX6501'
 LX6501'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6501
 LX6501                          STATION RECOVERY (1961)
 LX6501
 LX6501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6501'STATION AND R.M.S COULD NOT BE FOUND.  THE AREA HAS BEEN
 LX6501'DUG UP AND THEN GROWN OVER WITH HEAVY BRUSH.  ALL THE
 LX6501'PREVIOUS REFERENCES WERE OF NO USE.  THIS STATION SHOULD BE
 LX6501'CLASSIFIED LOST.
 LX6501
 LX6501                          STATION RECOVERY (1984)
 LX6501
 LX6501'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6501'HURRICANES AND STORMS HAVE WRECKED THIS WHOLE AREA.  THE FORT IS
 LX6501'BEING RECONSTRUCTED AS A HISTRORICAL SITE - NO MARKS WERE FOUND,
 LX6501'CARD SHOULD BE REMOVED FROM FILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7242 ***********************************************************************
 LX7242  DESIGNATION -  HALE
 LX7242  PID         -  LX7242
 LX7242  STATE/COUNTY-  CT/HARTFORD
 LX7242  USGS QUAD   -  TARIFFVILLE (1984)
 LX7242
 LX7242                         *CURRENT SURVEY CONTROL
 LX7242  ___________________________________________________________________
 LX7242* NAD 83(1996)-  41 56 57.12289(N)    072 49 19.23209(W)     ADJUSTED  
 LX7242* NAVD 88     -       141.2    (meters)     463.     (feet)  VERTCON   
 LX7242  ___________________________________________________________________
 LX7242  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 LX7242  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX7242
 LX7242  HORZ ORDER  -  FIRST
 LX7242
 LX7242.The horizontal coordinates were established by classical geodetic methods
 LX7242.and adjusted by the National Geodetic Survey in August 1998..
 LX7242
 LX7242.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7242
 LX7242.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7242
 LX7242.The geoid height was determined by GEOID03.
 LX7242
 LX7242;                    North         East     Units Scale Factor Converg.
 LX7242;SPC CT       -   276,332.927   298,829.818   MT  1.00000940   -0 02 51.9
 LX7242;SPC CT       -   906,602.28    980,410.83   sFT  1.00000940   -0 02 51.9
 LX7242;SPC MA M     -   856,276.468    90,390.708   MT  0.99997413   -0 53 16.9
 LX7242;SPC MA M     - 2,809,300.38    296,556.85   sFT  0.99997413   -0 53 16.9
 LX7242;UTM  18      - 4,646,430.280   680,524.134   MT  1.00000102   +1 27 22.7
 LX7242
 LX7242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7242!SPC CT       -   0.99998238  x   1.00000940  =   0.99999178
 LX7242!SPC MA M     -   0.99998238  x   0.99997413  =   0.99995651
 LX7242!UTM  18      -   0.99998238  x   1.00000102  =   0.99998340
 LX7242
 LX7242|---------------------------------------------------------------------|
 LX7242| PID    Reference Object                     Distance      Geod. Az  |
 LX7242|                                                           dddmmss.s |
 LX7242| CZ6570 HALE RM 1                            11.475 METERS 02347     |
 LX7242| CZ6571 HALE RM 2                            11.639 METERS 10529     |
 LX7242| LX7241 HALE AZ MK                          APPROX. 1.0 KM 1653018.3 |
 LX7242|---------------------------------------------------------------------|
 LX7242
 LX7242                          SUPERSEDED SURVEY CONTROL
 LX7242
 LX7242  NAD 83(1996)-  41 56 57.12276(N)    072 49 19.23219(W) AD(       ) 1
 LX7242  NAD 83(1992)-  41 56 57.12328(N)    072 49 19.23283(W) AD(       ) 1
 LX7242  NAD 83(1992)-  41 56 57.12391(N)    072 49 19.23310(W) AD(       ) 1
 LX7242  NAD 83(1986)-  41 56 57.12453(N)    072 49 19.23392(W) AD(       ) 1
 LX7242  NAD 27      -  41 56 56.77380(N)    072 49 20.88640(W) AD(       ) 1
 LX7242  NGVD 29 (07/19/86)  141.4    (m)          464.     (f) VERT ANG       
 LX7242
 LX7242.Superseded values are not recommended for survey control.
 LX7242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7242.See file dsdata.txt to determine how the superseded data were derived.
 LX7242
 LX7242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8052446430(NAD 83)
 LX7242_MARKER: DS = TRIANGULATION STATION DISK
 LX7242_SETTING: 66 = SET IN ROCK OUTCROP
 LX7242_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7242_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7242+STABILITY: POSITION/ELEVATION WELL
 LX7242
 LX7242  HISTORY     - Date     Condition        Report By
 LX7242  HISTORY     - 1980     MONUMENTED       NGS
 LX7242
 LX7242                          STATION DESCRIPTION
 LX7242
 LX7242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7242'THE STATION IS LOCATED ABOUT 9.5 KM (6 MI) SOUTHEAST FROM
 LX7242'EAST HARTLAND, 9 KM (5-1/2 MI) NORTH FROM SIMSBURY AND
 LX7242'3 KM (1-3/4 MI) WEST FROM GRANBY.
 LX7242'OWNERSHIP--MR. JOHN L. HALE, 3 HALE VIEW DRIVE, GRANBY,
 LX7242'CT 06035, PHONE 203-653-7549.
 LX7242'
 LX7242'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 LX7242'202 AND STATE HIGHWAYS 10, 20, AND 189 IN GRANBY, GO NORTHWEST
 LX7242'ON STATE HIGHWAYS 20 AND 189 FOR 0.3 KM (0.2 MI) TO A FORK.
 LX7242'KEEP LEFT FORK, STATE HIGHWAY 20 SOUTHWEST THEN WEST FOR
 LX7242'1.8 KM (1.1 MI) TO A CROSSROAD, BUSHY HILL ROAD ON RIGHT AND
 LX7242'BARN DOOR HILLS ROAD ON LEFT.
 LX7242'(TURN LEFT, SOUTHWEST
 LX7242'AND SOUTH ON BARN DOOR HILLS ROAD FOR 1.6 KM (1.0 MI) TO THE
 LX7242'ENTRANCE TO MCLEAN GAME REFUGE AND THE AZIMUTH MARK ON THE LEFT).
 LX7242'CONTINUE WEST ON STATE HIGHWAY
 LX7242'20 FOR 1.0 KM (0.65 MI) TO A PAVED DRIVEWAY ON LEFT
 LX7242'(HALE-VIEW DRIVE).  TURN LEFT, SOUTH, ON HALE-VIEW DRIVE FOR
 LX7242'0.6 KM (0.4 MI) TO A DRIVEWAY ON RIGHT.  CONTINUE AHEAD SOUTHEAST
 LX7242'THEN EAST ON MAIN DRIVE FOR 0.1 KM (0.05 MI) TO A DRIVEWAY ON
 LX7242'LEFT AND THE STATION 38 METERS (125 FEET) BEYOND AND ON THE LEFT.
 LX7242'
 LX7242'THE STATION IS A STANDARD NGS DISK
 LX7242'STAMPED---HALE 1980---,
 LX7242'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7242'38.1 METERS (125 FT) EAST-SOUTHEAST FROM THE CENTER OF A PAVED
 LX7242'DRIVEWAY,
 LX7242'9.1 METERS (29.9 FT) NORTH-NORTHEAST FROM THE CENTER OF HALE-VIEW
 LX7242'DRIVE, AND
 LX7242'8.75 METERS (28.7 FT) SOUTHEAST FROM A 70 CM TWIN-TRUNKED
 LX7242'PINE TREE.
 LX7242'
 LX7242'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7242'STAMPED---HALE NO 1 1980---,
 LX7242'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7242'20.6 METERS (67.6 FT) NORTH-NORTHEAST FROM THE CENTER OF
 LX7242'HALE-VIEW DRIVE AND
 LX7242'13.5 METERS (44.3 FT) EAST-NORTHEAST FROM A 70 CM TWIN-TRUNKED
 LX7242'PINE TREE.
 LX7242'MARK IS LEVEL WITH STATION.
 LX7242'
 LX7242'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7242'STAMPED---HALE NO 2 1980---,
 LX7242'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7242'49.7 METERS (163.1 FT) EAST-SOUTHEAST FROM THE CENTER OF A PAVED
 LX7242'DRIVEWAY,
 LX7242'20.4 METERS (66.9 FT) SOUTHEAST FROM A 70 CM DIAMETER
 LX7242'TWIN-TRUNKED PINE TREE, AND
 LX7242'9.4 METERS (30.8 FT) EAST-NORTHEAST FROM THE CENTER OF HALE-VIEW
 LX7242'DRIVE.
 LX7242'MARK IS BELOW STATION 0.5 METER.
 LX7242'
 LX7242'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7242'STAMPED---HALE 1980---,
 LX7242'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX7242'FLUSH WITH GROUND.  IT IS LOCATED
 LX7242'42.1 METERS (138 FT) NORTHEAST FROM THE NORTH-NORTHEAST END OF A
 LX7242'CONCRETE HEADWALL FOR A CULVERT UNDER BARN DOOR HILLS ROAD,
 LX7242'24.4 METERS (80.1 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF BARN
 LX7242'DOOR HILLS ROAD, AND
 LX7242'6.7 METERS (22 FT) NORTH-NORTHEAST FROM THE CENTER OF THE DRIVE
 LX7242'INTO MCLEAN GAME REFUGE.
 LX7242'
 LX7242'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX7242'
 LX7242'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7241 ***********************************************************************
 LX7241  DESIGNATION -  HALE AZ MK
 LX7241  PID         -  LX7241
 LX7241  STATE/COUNTY-  CT/HARTFORD
 LX7241  USGS QUAD   -  TARIFFVILLE (1984)
 LX7241
 LX7241                         *CURRENT SURVEY CONTROL
 LX7241  ___________________________________________________________________
 LX7241* NAD 83(1996)-  41 56 26.89776(N)    072 49 08.76630(W)     ADJUSTED  
 LX7241* NAVD 88     -        71.1    (meters)     233.     (feet)  VERTCON   
 LX7241  ___________________________________________________________________
 LX7241  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 LX7241  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 LX7241
 LX7241  HORZ ORDER  -  SECOND
 LX7241
 LX7241.The horizontal coordinates were established by classical geodetic methods
 LX7241.and adjusted by the National Geodetic Survey in August 1998..
 LX7241
 LX7241.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7241
 LX7241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7241
 LX7241.The geoid height was determined by GEOID03.
 LX7241
 LX7241;                    North         East     Units Scale Factor Converg.
 LX7241;SPC CT       -   275,400.174   299,070.127   MT  1.00000835   -0 02 44.9
 LX7241;SPC CT       -   903,542.07    981,199.24   sFT  1.00000835   -0 02 44.9
 LX7241;SPC MA M     -   855,340.324    90,617.304   MT  0.99997478   -0 53 09.9
 LX7241;SPC MA M     - 2,806,229.05    297,300.27   sFT  0.99997478   -0 53 09.9
 LX7241;UTM  18      - 4,645,504.162   680,788.839   MT  1.00000220   +1 27 28.9
 LX7241
 LX7241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7241!SPC CT       -   0.99999338  x   1.00000835  =   1.00000173
 LX7241!SPC MA M     -   0.99999338  x   0.99997478  =   0.99996816
 LX7241!UTM  18      -   0.99999338  x   1.00000220  =   0.99999558
 LX7241
 LX7241                          SUPERSEDED SURVEY CONTROL
 LX7241
 LX7241  NAD 83(1996)-  41 56 26.89764(N)    072 49 08.76640(W) AD(       ) 2
 LX7241  NAD 83(1992)-  41 56 26.89814(N)    072 49 08.76702(W) AD(       ) 2
 LX7241  NAD 83(1992)-  41 56 26.89878(N)    072 49 08.76733(W) AD(       ) 2
 LX7241  NAD 83(1986)-  41 56 26.89935(N)    072 49 08.76818(W) AD(       ) 2
 LX7241  NAD 27      -  41 56 26.54836(N)    072 49 10.42086(W) AD(       ) 2
 LX7241  NGVD 29 (07/19/86)   71.3    (m)          234.     (f) VERT ANG       
 LX7241
 LX7241.Superseded values are not recommended for survey control.
 LX7241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7241.See file dsdata.txt to determine how the superseded data were derived.
 LX7241
 LX7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8078945504(NAD 83)
 LX7241_MARKER: DZ = AZIMUTH MARK DISK
 LX7241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7241_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7241+STABILITY: SURFACE MOTION
 LX7241
 LX7241  HISTORY     - Date     Condition        Report By
 LX7241  HISTORY     - 1980     MONUMENTED       NGS
 LX7241
 LX7241                          STATION DESCRIPTION
 LX7241
 LX7241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7241'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHEAST FROM EAST
 LX7241'HARTLAND, 8.8 KM (5-1/2 MI) NORTH FROM SIMSBURY, AND
 LX7241'2.8 KM (1-3/4 MI) WEST FROM GRANBY.  STATION IS ON
 LX7241'MCLEAN GAME REFUGE, EXECUTIVE TRUSTEE, MR DAVID BAILEY.
 LX7241'OWNERSHIP--MR DAVID BAILEY, EXECUTIVE DIRECTOR MCLEAN
 LX7241'HOME, 75 GREAT POND ROAD, SIMSBURY, CT 06070, PHONE
 LX7241'203-658-2254.
 LX7241'
 LX7241'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND
 LX7241'STATE HIGHWAYS 10, 20, AND 189 IN GRANBY, GO NORTHWEST ON STATE
 LX7241'HIGHWAYS 20 AND 189 FOR 0.3 KM (0.2 MI) TO A FORK.  KEEP LEFT
 LX7241'FORK, STATE HIGHWAY 20, SOUTHWEST THEN WEST FOR 1.8 KM (1.1 MI)
 LX7241'TO A CROSSROAD (BUSHY HILL ROAD ON RIGHT AND BARNDOOR HILLS
 LX7241'ROAD ON LEFT).  TURN LEFT, SOUTHWEST AND SOUTH, ON BARNDOOR
 LX7241'HILLS ROAD FOR 1.6 KM (1.0 MI) TO THE ENTRANCE TO MCLEAN GAME
 LX7241'REFUGE AND THE STATION ON THE LEFT.
 LX7241'
 LX7241'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX7241'STAMPED---HALE 1980---,
 LX7241'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7241'FLUSH WITH GROUND.  IT IS LOCATED
 LX7241'42.1 METERS (138 FT) NORTHEAST FROM THE NORTH-NORTHEAST END OF A
 LX7241'CONCRETE HEAD WALL FOR A CULVERT UNDER BARNDOOR HILLS ROAD,
 LX7241'24.4 METERS (80.1 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF
 LX7241'BARNDOOR HILLS ROAD, AND
 LX7241'6.7 METERS (22.0 FT) NORTH-NORTHEAST FROM THE CENTER OF DRIVE
 LX7241'INTO MCLEAN GAME REFUGE.
 LX7241'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX7241'STAMPED---HALE 1980---,
 LX7241'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE
 LX7241'SURFACE.
 LX7241'
 LX7241'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7241'
 LX7241'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5998 ***********************************************************************
 LX5998  DESIGNATION -  HALL
 LX5998  PID         -  LX5998
 LX5998  STATE/COUNTY-  CT/MIDDLESEX
 LX5998  USGS QUAD   -  DEEP RIVER (1971)
 LX5998
 LX5998                         *CURRENT SURVEY CONTROL
 LX5998  ___________________________________________________________________
 LX5998* NAD 83(1996)-  41 22 51.16497(N)    072 23 20.79803(W)     ADJUSTED  
 LX5998* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 LX5998  ___________________________________________________________________
 LX5998  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX5998  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX5998
 LX5998  HORZ ORDER  -  SECOND
 LX5998
 LX5998.The horizontal coordinates were established by classical geodetic methods
 LX5998.and adjusted by the National Geodetic Survey in August 1998..
 LX5998
 LX5998.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5998
 LX5998.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5998
 LX5998.The geoid height was determined by GEOID03.
 LX5998
 LX5998;                    North         East     Units Scale Factor Converg.
 LX5998;SPC CT       -   213,272.460   334,988.157   MT  0.99998668   +0 14 21.4
 LX5998;SPC CT       -   699,711.40  1,099,040.31   sFT  0.99998668   +0 14 21.4
 LX5998;UTM  18      - 4,584,329.190   718,320.567   MT  1.00018662   +1 43 35.9
 LX5998
 LX5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5998!SPC CT       -   1.00000098  x   0.99998668  =   0.99998766
 LX5998!UTM  18      -   1.00000098  x   1.00018662  =   1.00018760
 LX5998
 LX5998:                Primary Azimuth Mark                     Grid Az
 LX5998:SPC CT       -  JOSHUA ROCK RESET                        088 51 44.4
 LX5998:UTM  18      -  JOSHUA ROCK RESET                        087 22 29.9
 LX5998
 LX5998|---------------------------------------------------------------------|
 LX5998| PID    Reference Object                     Distance      Geod. Az  |
 LX5998|                                                           dddmmss.s |
 LX5998| LX6020 JOSHUA ROCK RESET                   APPROX. 1.0 KM 0890605.8 |
 LX5998| CZ6572 HALL RM 1                             4.022 METERS 18326     |
 LX5998| CZ6573 HALL RM 2                             4.399 METERS 31201     |
 LX5998| LX6095 HALL RP 1                             5.959 METERS 35659     |
 LX5998|---------------------------------------------------------------------|
 LX5998
 LX5998                          SUPERSEDED SURVEY CONTROL
 LX5998
 LX5998  NAD 83(1992)-  41 22 51.16408(N)    072 23 20.79771(W) AD(       ) 2
 LX5998  NAD 83(1986)-  41 22 51.16590(N)    072 23 20.80085(W) AD(       ) 2
 LX5998  NAD 27      -  41 22 50.81101(N)    072 23 22.49616(W) AD(       ) 2
 LX5998  NGVD 29 (07/19/86)   24.3    (m)           80.     (f) VERT ANG       
 LX5998
 LX5998.Superseded values are not recommended for survey control.
 LX5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5998.See file dsdata.txt to determine how the superseded data were derived.
 LX5998
 LX5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1832184329(NAD 83)
 LX5998
 LX5998  HISTORY     - Date     Condition        Report By
 LX5998  HISTORY     - 1934     MONUMENTED       CGS
 LX5998  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5998  HISTORY     - 1976     SEE DESCRIPTION  CTGS
 LX5998  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5998  HISTORY     - 1984     GOOD             USPSQD
 LX5998  HISTORY     - 19900407 GOOD             USPSQD
 LX5998  HISTORY     - 19970220 GOOD             USPSQD
 LX5998
 LX5998                          STATION DESCRIPTION
 LX5998
 LX5998'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5998'THIS STATION IS ON THE PROPERTY OF DR. R.W. HALL ON THE RIVER
 LX5998'ROAD BETWEEN ESSEX AND DEEP RIVER.  IT IS ON A BARE LEDGE
 LX5998'NORTHEASTERLY OF DR. HALLS RESIDENCE AND ALMOST EXACTLY
 LX5998'MIDWAY BETWEEN THE HIGHWAY AND THE BANK OF THE RIVER.  THE STATION
 LX5998'IS ABOUT 42 METERS N 15 DEG E (MAGNETIC) FROM THE NORTHEASTERLY
 LX5998'CORNER OF THE BARN ON THE PROPERTY.  1.4 METERS TOWARDS THE
 LX5998'RIVER FROM THE STATION THE LEDGE DROPS BY STEPS TO THE LEVEL OF
 LX5998'THE RIVER BANK.  A SMALL PRIVATE DOCK AT THE RIVERS EDGE
 LX5998'BEARS E (MAGNETIC).
 LX5998'
 LX5998'STATION IS MARKED BY A STANDARD HYDROGRAPHIC DISK SET IN THE
 LX5998'HIGHEST PART OF THE LEDGE.  NO REFERENCE MARKS WERE ESTABLISHED.
 LX5998'
 LX5998'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX5998'
 LX5998'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5998
 LX5998                          STATION RECOVERY (1961)
 LX5998
 LX5998'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5998'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 LX5998'A STANDARD HYDROGRAPHIC DISK STAMPED, HALL 1934.  THE ORIGINAL
 LX5998'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH
 LX5998'THE FOLLOWING ADDITIONS.  THE PROPERTY NOW BELONGS TO A MR. LYONS.
 LX5998
 LX5998                          STATION RECOVERY (1976)
 LX5998
 LX5998'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1976 (AK)
 LX5998'HALL EXCELLENT
 LX5998'
 LX5998'TO REACH THE STATION FROM THE INTERSECTION OF CONNECTICUT
 LX5998'ROUTE 602 AND CONNECTICUT ROUTE 153, IN THE TOWN OF ESSEX, GO
 LX5998'NORTHEASTERLY ON WEST AVENUE FOR 0.71 MILE TO THE CENTER OF
 LX5998'ESSEX, TURN LEFT, ONTO NORTH MAIN ST. (WHICH CHANGES TO RIVER
 LX5998'ROAD), AND PROCEED NORTHERLY FOR 2.32 MILES TO WINDSWAY FARMS
 LX5998'ON THE LEFT AND SNET POLE 31 ON THE RIGHT.
 LX5998'
 LX5998'THE STATION IS 353 FEET NORTHEASTERLY OF THE RIVER ROAD CENTER
 LX5998'LINE AND 58.8 FEET NORTHEASTERLY OF THE NORTHEAST CORNER OF A
 LX5998'1 STORY CONCRETE BLOCK GARAGE.  A 1/4 INCH HEXHEAD BRASS BOLT AND
 LX5998'CHISELED TRIANGLE WERE SET ABOUT 20 FEET N 10 DEG E OF STATION.
 LX5998
 LX5998                          STATION RECOVERY (1976)
 LX5998
 LX5998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DO)
 LX5998'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTHWEST OF THE
 LX5998'WESTERLY EDGE OF THE CONNECTICUT RIVER UNDER THE BALDWIN BRIDGE
 LX5998'ON INTERSTATE 95, 4-1/2 MILES SOUTHWEST OF THE JUNCTION OF
 LX5998'CONNECTICUT ROUTES 156 AND 82 IN EAST HADDAM, 3 MILES SOUTH OF
 LX5998'THE JUNCTION OF CONNECTICUT ROUTES 148 AND 82 IN HADLYME AND
 LX5998'300 FEET WEST OF THE WESTERLY EDGE OF THE CONNECTICUT RIVER.
 LX5998'
 LX5998'TO REACH THE STATION FROM THE JUNCTION OF WHERE CONNECTICUT
 LX5998'ROUTE 9 PASSES OVER CONNECTICUT ROUTE 153 IN TOWN OF ESSEX,
 LX5998'GO NORTHEASTERLY ALONG WEST AVENUE FOR 0.8 MILE TO THE CENTER
 LX5998'OF ESSEX.  TURN LEFT ONTO NORTH MAIN STREET (WHICH CHANGES TO
 LX5998'RIVER ROAD) AND GO NORTHERLY FOR 2.4 MILES TO WINDSWAY FARM ON
 LX5998'THE LEFT AND SOUTHERN NEW ENGLAND TELEPHONE POLE 31 ON THE
 LX5998'RIGHT.  STATION IS 351 FEET EASTERLY OF THE CENTERLINE OF
 LX5998'RIVER ROAD WALKING ACROSS A OPEN FIELD OPPOSITE THE FIELD TO
 LX5998'THE HIGHEST POINT.
 LX5998'
 LX5998'THE STATION IS A U.S. COAST AND GEODETIC SURVEY BRONZE DISK,
 LX5998'STAMPED HALL 1934, SET IN THE TOP OF A HUGH LEDGE OUTCROP AT THE
 LX5998'HIGHEST POINT.  THE DISK IS FLUSH WITH THE TOP OF THE LEDGE.  IT
 LX5998'IS 351 FEET EAST OF THE CENTERLINE OF RIVER ROAD AND 58.5 FEET
 LX5998'NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY BLOCK BARN.
 LX5998'
 LX5998'REFERENCE POINT 1 (A PT.) IS NORTHEAST OF THE STATION, A PUNCH
 LX5998'MARK IN THE 1/2 IN HEAD OF A BRASS BOLT, THE SHAFT SET IN A 1/4 IN
 LX5998'DRILL HOLE IN A LEDGE OUTCROP LOWER THAN THE ONE THE STATION IS
 LX5998'IN.  IT IS 363 FEET EAST OF THE CENTERLINE OF RIVER ROAD AND
 LX5998'75 FEET NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY
 LX5998'BLOCK BARN.  IT IS FLUSH WITH THE TOP OF THE LEDGE.
 LX5998'
 LX5998'REFERENCE MARK 1 IS SOUTHWEST OF THE STATION, A PUNCH MARK
 LX5998'IN THE 1/2 IN HEAD OF A BRASS BOLT, THE SHAFT SET IN A 1/4 IN
 LX5998'DRILL HOLE IN A LEDGE OUTCROP LOWER THAN THE ONE THE STATION IS
 LX5998'IN.  IT IS 344 FEET EAST OF THE CENTERLINE OF RIVER ROAD AND 47.4
 LX5998'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ONE STORY BLOCK
 LX5998'BARN.  IT IS FLUSH WITH THE TOP OF THE LEDGE.
 LX5998'
 LX5998'REFERENCE MARK 2 IS NORTHWEST OF THE STATION, A PUNCH MARK IN THE
 LX5998'1/2 IN HEAD OF A BRASS BOLT, THE SHAFT SET IN A 1/4 IN DRILL HOLE
 LX5998'IN THE TOP OF A 3 FT X 8 FT BOULDER SITTING ON TOP OF THE
 LX5998'MAIN LEDGE OUTCROP, THE STATION IS IN.  IT IS 346 FEET EAST
 LX5998'OF THE CENTERLINE OF RIVER ROAD AND 60 FEET NORTHEAST OF THE
 LX5998'NORTHEAST CORNER OF THE ONE STORY BLOCK.  IT PROJECTS 3 FEET
 LX5998'ABOVE THE SURFACE OF THE MAIN LEDGE OUTCROP.
 LX5998'
 LX5998'JOSHUA ROCK 1861, 1934 (USC AND GS) (AZIMUTH MARK) IS A
 LX5998'U.S. COAST AND GEODETIC SURVEY BRONZE DISK, STAMPED JOSHUA
 LX5998'ROCK 1861, 1934, SET IN THE HIGHEST POINT OF A HUGE ROCK BLUFF
 LX5998'OVERLOOKING THE EASTERLY EDGE OF THE CONNECTICUT RIVER.  THE
 LX5998'DISK IS FLUSH WITH THE TOP OF THE LEDGE.  IT IS ABOUT 3,397 FEET
 LX5998'SOUTHEAST OF THE STATION, 400 FEET SOUTHWEST OF THE SOUTHERLY
 LX5998'END OF JOSHUA LANE A PRIVATE ROAD, 36.2 FEET EAST OF THE
 LX5998'TOP OF THE WESTERLY EDGE OF JOSHUA ROCK, 8.3 FEET NORTHWEST OF
 LX5998'THE SOUTHEAST CORNER OF THE HIGHEST POINT OF THE ROCK AND
 LX5998'4.6 FEET NORTH OF THE SOUTHERLY EDGE OF THE HIGHEST POINT.
 LX5998'
 LX5998'USE 218 BM (AZIMUTH MARK) IS A 3/4 IN IN DIAMETER BRASS PIN,
 LX5998'STAMPED USE 218 BM, SET IN THE TOP OF THE SOUTHERLY SIDE OF THE
 LX5998'MIDDLE OF A LEDGE PENINSULA JUTTING OUT OF THE EASTERLY SIDE
 LX5998'OF THE CONNECTICUT RIVER AT A PLACE CALLED BROCKWAYS LANDING.  THE
 LX5998'TOP OF THE PIN IS FLUSH WITH THE TOP OF THE LEDGE.  IT IS
 LX5998'ABOUT 2,783 FEET NORTHEAST OF THE STATION, 74.7 FEET SOUTHWEST
 LX5998'OF THE SOUTHWEST CORNER OF A 2 CAR GARAGE ATTACHED TO A 1-1/2
 LX5998'STORY FRAME HOUSE OCCUPIED BY THE DE HAVENS, 62 FEET WEST OF
 LX5998'THE EASTERLY END OF A DRY RUBBLE MASONRY RETAINING WALL ON THE
 LX5998'SOUTH SIDE OF THE DRIVE AND 43 FEET SOUTH OF THE CENTERLINE OF
 LX5998'THE DRIVE.
 LX5998'
 LX5998'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LX5998
 LX5998                          STATION RECOVERY (1984)
 LX5998
 LX5998'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5998'STATION AND REFERENCE MARKS 1 AND 2, AND REFERENCE POINT 1
 LX5998'RECOVERED IN GOOD CONDITION.  DESCRIPTION BY D. OLSON (1976)
 LX5998'IS COMPLETE AND ACCURATE.
 LX5998
 LX5998                          STATION RECOVERY (1990)
 LX5998
 LX5998'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5998'RECOVERED IN GOOD CONDITION.
 LX5998
 LX5998                          STATION RECOVERY (1997)
 LX5998
 LX5998'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5135 ***********************************************************************
 LX5135  DESIGNATION -  HALL BROTHERS STACK
 LX5135  PID         -  LX5135
 LX5135  STATE/COUNTY-  CT/NEW LONDON
 LX5135  USGS QUAD   -  UNCASVILLE (1984)
 LX5135
 LX5135                         *CURRENT SURVEY CONTROL
 LX5135  ___________________________________________________________________
 LX5135* NAD 83(1996)-  41 29 38.96146(N)    072 01 56.36892(W)     ADJUSTED  
 LX5135* NAVD 88     -                                                        
 LX5135  ___________________________________________________________________
 LX5135  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LX5135  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX5135
 LX5135  HORZ ORDER  -  THIRD
 LX5135
 LX5135.The horizontal coordinates were established by classical geodetic methods
 LX5135.and adjusted by the National Geodetic Survey in August 1998..
 LX5135
 LX5135
 LX5135.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5135
 LX5135.The geoid height was determined by GEOID03.
 LX5135
 LX5135;                    North         East     Units Scale Factor Converg.
 LX5135;SPC CT       -   226,038.878   364,727.449   MT  0.99998338   +0 28 33.1
 LX5135;SPC CT       -   741,595.89  1,196,609.97   sFT  0.99998338   +0 28 33.1
 LX5135;UTM  18      - 4,597,868.057   747,726.383   MT  1.00035529   +1 58 02.0
 LX5135;UTM  19      - 4,598,055.462   246,876.400   MT  1.00038856   -2 00 36.4
 LX5135
 LX5135                          SUPERSEDED SURVEY CONTROL
 LX5135
 LX5135  NAD 83(1992)-  41 29 38.96045(N)    072 01 56.36822(W) AD(       ) 4
 LX5135  NAD 83(1986)-  41 29 38.96086(N)    072 01 56.37079(W) AD(       ) 4
 LX5135  NAD 27      -  41 29 38.61152(N)    072 01 58.10061(W) AD(       ) 3
 LX5135
 LX5135.Superseded values are not recommended for survey control.
 LX5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5135.See file dsdata.txt to determine how the superseded data were derived.
 LX5135
 LX5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4772697868(NAD 83)
 LX5135_MARKER: 63 = STACK
 LX5135
 LX5135  HISTORY     - Date     Condition        Report By
 LX5135  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5135  HISTORY     - 1961     GOOD             CGS
 LX5135  HISTORY     - 1975     GOOD             NGS
 LX5135  HISTORY     - 1984     GOOD             USPSQD
 LX5135  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX5135
 LX5135                          STATION DESCRIPTION
 LX5135
 LX5135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5135'THE PLANT OF THE HALL BROTHERS COMPANY IS 0.7 MILE N OF THE VILLAGE
 LX5135'OF POQUETANUCK AND AT THE N END OF AN ARTIFICIAL LAKE.  THE PLANT
 LX5135'IS A 2-STORY BROWN BRICK BUILDING.  THE STACK IS AT THE E END OF
 LX5135'THE POWER PLANT AND ALMOST TOUCHING THE WALL.  IT IS A ROUND YELLOW
 LX5135'BRICK STACK ABOUT 200 FEET HIGH.
 LX5135'
 LX5135'THE STATION IS THE CENTER LINE OF THE STACK.
 LX5135
 LX5135                          STATION RECOVERY (1961)
 LX5135
 LX5135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5135'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5135'G.C.M. IN 1934.  THE STACK IS ABOUT 120 FEET HIGH.  THE OWNER STATED
 LX5135'THAT THE STACK HAS NOT BEEN ALTERED SINCE IT WAS BUILT IN 1919.
 LX5135
 LX5135                          STATION RECOVERY (1975)
 LX5135
 LX5135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5135'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED UPON AND
 LX5135'A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LX5135
 LX5135                          STATION RECOVERY (1984)
 LX5135
 LX5135'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5135'HALL BROTHERS STACK 1934 RECOVERED GOOD CONDITION - RECOVERED AS
 LX5135'DESCRIBED BY GFW IN 1961.
 LX5135
 LX5135                          STATION RECOVERY (1989)
 LX5135
 LX5135'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6895 ***********************************************************************
 LX6895  DESIGNATION -  HALLBERGS GABLE
 LX6895  PID         -  LX6895
 LX6895  STATE/COUNTY-  CT/MIDDLESEX
 LX6895  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6895
 LX6895                         *CURRENT SURVEY CONTROL
 LX6895  ___________________________________________________________________
 LX6895* NAD 83(1996)-  41 31 52.36724(N)    072 32 01.96552(W)     ADJUSTED  
 LX6895* NAVD 88     -                                                        
 LX6895  ___________________________________________________________________
 LX6895  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LX6895  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6895
 LX6895  HORZ ORDER  -  THIRD
 LX6895
 LX6895.The horizontal coordinates were established by classical geodetic methods
 LX6895.and adjusted by the National Geodetic Survey in August 1998..
 LX6895
 LX6895
 LX6895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6895
 LX6895.The geoid height was determined by GEOID03.
 LX6895
 LX6895;                    North         East     Units Scale Factor Converg.
 LX6895;SPC CT       -   229,928.216   322,836.869   MT  0.99998314   +0 08 35.9
 LX6895;SPC CT       -   754,356.16  1,059,173.96   sFT  0.99998314   +0 08 35.9
 LX6895;UTM  18      - 4,600,666.133   705,738.194   MT  1.00012093   +1 38 08.4
 LX6895
 LX6895                          SUPERSEDED SURVEY CONTROL
 LX6895
 LX6895  NAD 83(1992)-  41 31 52.36654(N)    072 32 01.96539(W) AD(       ) 4
 LX6895  NAD 83(1986)-  41 31 52.36831(N)    072 32 01.96778(W) AD(       ) 4
 LX6895  NAD 27      -  41 31 52.01000(N)    072 32 03.66000(W) AD(       ) 3
 LX6895
 LX6895.Superseded values are not recommended for survey control.
 LX6895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6895.See file dsdata.txt to determine how the superseded data were derived.
 LX6895
 LX6895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0573800666(NAD 83)
 LX6895
 LX6895  HISTORY     - Date     Condition        Report By
 LX6895  HISTORY     - 1935     MONUMENTED       CGS
 LX6895  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6895  HISTORY     - 19971029 GOOD             USPSQD
 LX6895
 LX6895                          STATION DESCRIPTION
 LX6895
 LX6895'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6895'RESIDENCE OF MRS. EMMA HALLBERG IS ON THE N SIDE OF THE HOG HILL
 LX6895'ROAD ABOUT 0.2 MILE FROM ROUTE 9, AT HURD PARK.  JUST BEYOND THE
 LX6895'HOUSE THE ROAD BENDS SHARPLY TO THE SOUTHWARD FOR A SHORT DISTANCE.
 LX6895'
 LX6895'THE HOUSE IS A RATHER LOW ONE-STORY BUILDING WITH ONE LARGE
 LX6895'WHITE CHIMNEY IN THE MIDDLE OF THE ROOF.  IT IS PAINTED WHITE WITH
 LX6895'BRIGHT GREEN TRIM.  THE GABLES FACE E AND W WITH A SINGLE
 LX6895'DORMER THROUGH THE N ROOF.
 LX6895'
 LX6895'CENTER IS APEX OF THE W GABLE.
 LX6895
 LX6895                          STATION RECOVERY (1948)
 LX6895
 LX6895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6895'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH THE
 LX6895'FOLLOWING EXCEPTION--
 LX6895'
 LX6895'THE HOUSE IS 0.2 MILE FROM ROUTE NO. 151.
 LX6895
 LX6895                          STATION RECOVERY (1997)
 LX6895
 LX6895'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6003 ***********************************************************************
 LX6003  DESIGNATION -  HALLS BARN GABLE
 LX6003  PID         -  LX6003
 LX6003  STATE/COUNTY-  CT/MIDDLESEX
 LX6003  USGS QUAD   -  DEEP RIVER (1971)
 LX6003
 LX6003                         *CURRENT SURVEY CONTROL
 LX6003  ___________________________________________________________________
 LX6003* NAD 83(1996)-  41 22 49.68960(N)    072 23 20.85812(W)     ADJUSTED  
 LX6003* NAVD 88     -                                                        
 LX6003  ___________________________________________________________________
 LX6003  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX6003  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX6003
 LX6003  HORZ ORDER  -  THIRD
 LX6003
 LX6003.The horizontal coordinates were established by classical geodetic methods
 LX6003.and adjusted by the National Geodetic Survey in August 1998..
 LX6003
 LX6003
 LX6003.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6003
 LX6003.The geoid height was determined by GEOID03.
 LX6003
 LX6003;                    North         East     Units Scale Factor Converg.
 LX6003;SPC CT       -   213,226.939   334,986.951   MT  0.99998670   +0 14 21.4
 LX6003;SPC CT       -   699,562.05  1,099,036.36   sFT  0.99998670   +0 14 21.4
 LX6003;UTM  18      - 4,584,283.644   718,320.542   MT  1.00018662   +1 43 35.8
 LX6003
 LX6003                          SUPERSEDED SURVEY CONTROL
 LX6003
 LX6003  NAD 83(1992)-  41 22 49.68870(N)    072 23 20.85780(W) AD(       ) 4
 LX6003  NAD 83(1986)-  41 22 49.69048(N)    072 23 20.86140(W) AD(       ) 4
 LX6003  NAD 27      -  41 22 49.33300(N)    072 23 22.56900(W) AD(       ) 3
 LX6003
 LX6003.Superseded values are not recommended for survey control.
 LX6003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6003.See file dsdata.txt to determine how the superseded data were derived.
 LX6003
 LX6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1832184284(NAD 83)
 LX6003
 LX6003  HISTORY     - Date     Condition        Report By
 LX6003  HISTORY     - 1935     MONUMENTED       CGS
 LX6003  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6003  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6003  HISTORY     - 19900505 GOOD             USPSQD
 LX6003  HISTORY     - 19970220 GOOD             USPSQD
 LX6003
 LX6003                          STATION DESCRIPTION
 LX6003
 LX6003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6003'THE SUMMER RESIDENCE OF D.R.M. HALL IS ON THE E SIDE OF THE
 LX6003'RIVER ROAD ABOUT 2.5 MILES FROM ESSEX SQUARE.  THIS IS JUST
 LX6003'WHERE THE ESSEX-SAYBROOK TOWN LINE CROSSES THE HIGHWAY.
 LX6003'
 LX6003'THE BROWN-SHINGLED BARN IS ABOUT 75 METERS E OF THE CENTER
 LX6003'LINE OF THE ROAD.  THE GABLES OF THE BARN FACE E AND W.  THE
 LX6003'ROOF IS COVERED WITH GREEN COMPOSITION SHINGLES.
 LX6003'
 LX6003'CENTER IS THE APEX OF THE E GABLE.
 LX6003
 LX6003                          STATION RECOVERY (1961)
 LX6003
 LX6003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6003'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX6003'G.C.M. IN 1935.  THE BARN IS NOW PAINTED RED AND THE PROPERTY
 LX6003'NOW BELONGS TO A MR. LYONS.
 LX6003
 LX6003                          STATION RECOVERY (1969)
 LX6003
 LX6003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6003'STATION RECOVERED.  THE BARN IS PAINTED RED AND THE ROOF HAS
 LX6003'WEATHERED TO A GRAYISH COLOR.
 LX6003
 LX6003                          STATION RECOVERY (1990)
 LX6003
 LX6003'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6003'RECOVERED IN GOOD CONDITION.
 LX6003
 LX6003                          STATION RECOVERY (1997)
 LX6003
 LX6003'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5127 ***********************************************************************
 LX5127  DESIGNATION -  HALPINS OAK
 LX5127  PID         -  LX5127
 LX5127  STATE/COUNTY-  CT/NEW LONDON
 LX5127  USGS QUAD   -  UNCASVILLE (1984)
 LX5127
 LX5127                         *CURRENT SURVEY CONTROL
 LX5127  ___________________________________________________________________
 LX5127* NAD 83(1996)-  41 29 48.87405(N)    072 03 39.88474(W)     ADJUSTED  
 LX5127* NAVD 88     -                                                        
 LX5127  ___________________________________________________________________
 LX5127  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 LX5127  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5127
 LX5127  HORZ ORDER  -  THIRD
 LX5127
 LX5127.The horizontal coordinates were established by classical geodetic methods
 LX5127.and adjusted by the National Geodetic Survey in August 1998..
 LX5127
 LX5127
 LX5127.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5127
 LX5127.The geoid height was determined by GEOID03.
 LX5127
 LX5127;                    North         East     Units Scale Factor Converg.
 LX5127;SPC CT       -   226,325.134   362,324.033   MT  0.99998334   +0 27 24.5
 LX5127;SPC CT       -   742,535.04  1,188,724.76   sFT  0.99998334   +0 27 24.5
 LX5127;UTM  18      - 4,598,091.744   745,315.452   MT  1.00034066   +1 56 53.7
 LX5127;UTM  19      - 4,598,445.861   244,486.676   MT  1.00040352   -2 01 45.5
 LX5127
 LX5127                          SUPERSEDED SURVEY CONTROL
 LX5127
 LX5127  NAD 83(1992)-  41 29 48.87305(N)    072 03 39.88407(W) AD(       ) 4
 LX5127  NAD 83(1986)-  41 29 48.87363(N)    072 03 39.88655(W) AD(       ) 4
 LX5127  NAD 27      -  41 29 48.52000(N)    072 03 41.60000(W) AD(       ) 3
 LX5127
 LX5127.Superseded values are not recommended for survey control.
 LX5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5127.See file dsdata.txt to determine how the superseded data were derived.
 LX5127
 LX5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4531598092(NAD 83)
 LX5127_MARKER: 01 = LONE TREE
 LX5127
 LX5127  HISTORY     - Date     Condition        Report By
 LX5127  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5127  HISTORY     - 1961     MARK NOT FOUND   CGS
 LX5127  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5127
 LX5127                          STATION DESCRIPTION
 LX5127
 LX5127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5127'THE OAK IS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 12
 LX5127'AND 311.  GO 1.2 MILES ON STATE HIGHWAY 311, TURN LEFT ON STATE
 LX5127'HIGHWAY 223 AND GO 1 MILE.  IT IS ON TOP OF THE HILL 1/4 MILE
 LX5127'W OF THIS POINT ON THE PROPERTY OF MR. HALPIN.  THIS IS THE ONLY
 LX5127'LARGE TREE IN THIS LOCALITY, ALTHOUGH THE TOP OF THE HILL IS
 LX5127'OVERGROWN WITH SMALL WHITE BIRCH AND UNDERBRUSH.  THE WHITE
 LX5127'OAK IS ABOUT 30 INCHES IN DIAMETER.  STATION OAK IS 30 METERS
 LX5127'W OF THIS TREE.  THE STATION IS THE CENTER LINE OF THE
 LX5127'TREE.  HEIGHT ABOUT 100 FEET.
 LX5127
 LX5127                          STATION RECOVERY (1961)
 LX5127
 LX5127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5127'THE STATION COULD NOT BE FOUND.  THERE ARE SEVERAL LARGE OAKS IN
 LX5127'THE AREA, BUT STATION OAK, 1934 COULD NOT BE RECOVERED TO
 LX5127'POSITIVELY ESTABLISH HALPINS OAK.
 LX5127
 LX5127                          STATION RECOVERY (1984)
 LX5127
 LX5127'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5127'IN JULY THIS AREA WAS SEARCHED FOR FOUR HOURS WITH NO TRACE OF THE
 LX5127'STATION OR REFERENCE MARKS.  AGAIN IN AUGUST 18 WITH THE HELP OF
 LX5127'COMMANDER JOHN ROBINSON THE AREA WAS SEARCHED FOR ANOTHER THREE AND
 LX5127'ONE HALF HOURS WITH NEGATIVE RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5764 ***********************************************************************
 LX5764  DESIGNATION -  HAMBURG CHURCH BELFRY
 LX5764  PID         -  LX5764
 LX5764  STATE/COUNTY-  CT/NEW LONDON
 LX5764  USGS QUAD   -  HAMBURG (1984)
 LX5764
 LX5764                         *CURRENT SURVEY CONTROL
 LX5764  ___________________________________________________________________
 LX5764* NAD 83(1996)-  41 23 12.55031(N)    072 20 58.71871(W)     ADJUSTED  
 LX5764* NAVD 88     -                                                        
 LX5764  ___________________________________________________________________
 LX5764  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 LX5764  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5764
 LX5764  HORZ ORDER  -  THIRD
 LX5764
 LX5764.The horizontal coordinates were established by classical geodetic methods
 LX5764.and adjusted by the National Geodetic Survey in August 1998..
 LX5764
 LX5764
 LX5764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5764
 LX5764.The geoid height was determined by GEOID03.
 LX5764
 LX5764;                    North         East     Units Scale Factor Converg.
 LX5764;SPC CT       -   213,946.731   338,286.355   MT  0.99998641   +0 15 55.7
 LX5764;SPC CT       -   701,923.57  1,109,861.15   sFT  0.99998641   +0 15 55.7
 LX5764;UTM  18      - 4,585,089.006   721,600.836   MT  1.00020438   +1 45 10.7
 LX5764
 LX5764                          SUPERSEDED SURVEY CONTROL
 LX5764
 LX5764  NAD 83(1992)-  41 23 12.54941(N)    072 20 58.71833(W) AD(       ) 4
 LX5764  NAD 83(1986)-  41 23 12.55116(N)    072 20 58.72159(W) AD(       ) 4
 LX5764  NAD 27      -  41 23 12.20100(N)    072 21 00.43800(W) AD(       ) 3
 LX5764
 LX5764.Superseded values are not recommended for survey control.
 LX5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5764.See file dsdata.txt to determine how the superseded data were derived.
 LX5764
 LX5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2160185089(NAD 83)
 LX5764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5764+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 LX5764
 LX5764  HISTORY     - Date     Condition        Report By
 LX5764  HISTORY     - 1934     MONUMENTED       CGS
 LX5764  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5764  HISTORY     - 1989     GOOD             USPSQD
 LX5764  HISTORY     - 20011002 GOOD             USPSQD
 LX5764
 LX5764                          STATION DESCRIPTION
 LX5764
 LX5764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5764'THIS IS THE FIRST CONGREGATIONAL CHURCH OF LYME.  IT IS IN THE
 LX5764'VILLAGE OF HAMBURG, ON THE E SIDE OF ROUTE 86 ABOUT 5 MILES
 LX5764'FROM THE SAYBROOK BRIDGE.  THE CHURCH LOT IS AT THE INTERSECTION
 LX5764'OF ROUTE 86 AND A ROAD TO STERLING CITY.  THE CHURCH IS 65 METERS
 LX5764'EASTERLY OF ROUTE 86 AND 20 METERS SOUTHERLY OF THE OTHER
 LX5764'ROAD.  IT STANDS ON SOMEWHAT OF AN ELEVATION.
 LX5764'
 LX5764'THE N AND S WALLS OF THE CHURCH EACH HAVE THREE LONG, GREEN,
 LX5764'SHUTTERED WINDOWS.  A NARROW PORCH AT THE W END OF THE BUILDING
 LX5764'IS SUPPORTED BY FOUR FLUTED COLUMNS.
 LX5764'
 LX5764'THE BELFRY IS AT THE W END OF THE CHURCH.  IT EXTENDS ABOUT
 LX5764'20 FEET ABOVE THE ROOF.  A RECTANGULAR OPENING IN EACH OF THE
 LX5764'FOUR SIDES IS CLOSED WITH WOODEN LOUVRES.
 LX5764'
 LX5764'CENTER IS THE CENTER LINE OF THE BELFRY.
 LX5764
 LX5764                          STATION RECOVERY (1969)
 LX5764
 LX5764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5764'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE SITE WAS
 LX5764'NOT ACTUALLY VISITED, BUT IT IS EASILY IDENTIFIABLE FROM A BOAT.
 LX5764
 LX5764                          STATION RECOVERY (1989)
 LX5764
 LX5764'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5764'RECOVERED IN GOOD CONDITION.
 LX5764
 LX5764                          STATION RECOVERY (2001)
 LX5764
 LX5764'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7590 ***********************************************************************
 LX7590  DESIGNATION -  HAMDEN TV STATION WTNH MAST
 LX7590  PID         -  LX7590
 LX7590  STATE/COUNTY-  CT/NEW HAVEN
 LX7590  USGS QUAD   -  MOUNT CARMEL (1984)
 LX7590
 LX7590                         *CURRENT SURVEY CONTROL
 LX7590  ___________________________________________________________________
 LX7590* NAD 83(1996)-  41 25 22.71315(N)    072 57 04.56123(W)     ADJUSTED  
 LX7590* NAVD 88     -                                                        
 LX7590  ___________________________________________________________________
 LX7590  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LX7590  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7590
 LX7590  HORZ ORDER  -  THIRD
 LX7590
 LX7590.The horizontal coordinates were established by classical geodetic methods
 LX7590.and adjusted by the National Geodetic Survey in August 1998..
 LX7590
 LX7590
 LX7590.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7590
 LX7590.The geoid height was determined by GEOID03.
 LX7590
 LX7590;                    North         East     Units Scale Factor Converg.
 LX7590;SPC CT       -   217,904.281   287,975.957   MT  0.99998500   -0 08 00.4
 LX7590;SPC CT       -   714,907.63    944,801.12   sFT  0.99998500   -0 08 00.4
 LX7590;UTM  18      - 4,587,738.659   671,199.996   MT  0.99996071   +1 21 20.9
 LX7590
 LX7590                          SUPERSEDED SURVEY CONTROL
 LX7590
 LX7590  NAD 83(1992)-  41 25 22.71230(N)    072 57 04.56129(W) AD(       ) 4
 LX7590  NAD 83(1986)-  41 25 22.71359(N)    072 57 04.56434(W) AD(       ) 4
 LX7590  NAD 83(1986)-  41 25 22.71309(N)    072 57 04.56386(W) AD(       ) 4
 LX7590
 LX7590.Superseded values are not recommended for survey control.
 LX7590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7590.See file dsdata.txt to determine how the superseded data were derived.
 LX7590
 LX7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7120087739(NAD 83)
 LX7590_MARKER: 42 = RADIO/TV MAST
 LX7590
 LX7590  HISTORY     - Date     Condition        Report By
 LX7590  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7590
 LX7590                          STATION DESCRIPTION
 LX7590
 LX7590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7590'THE STATION, HAMDEN TELEVISION STATION WTNH CHANNEL
 LX7590'8 MAST, IS THE LIGHT, ATOP THE RED AND WHITE, GUYED
 LX7590'229 METERS (750 FT) TALL MAST.
 LX7590'
 LX7590'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LX7590'NORTHWEST OF HAMDEN, 4 KM (2.5 MI) WEST OF STATE HIGHWAY
 LX7590'10, 1.2 KM (0.75 MI) EAST OF THE NORTH END OF LAKE
 LX7590'BETHANY, AT THE SOUTH END OF TALMADGE ROAD, ON A
 LX7590'HIGH NORTH SOUTH RIDGE.
 LX7590'OWNERSHIP--CAPITAL CITIES BROADCASTING COMPANY,
 LX7590'NEW HAVEN CT 06510.
 LX7590'
 LX7590'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5979 ***********************************************************************
 LX5979  DESIGNATION -  HAMILTONS GABLE
 LX5979  PID         -  LX5979
 LX5979  STATE/COUNTY-  CT/MIDDLESEX
 LX5979  USGS QUAD   -  DEEP RIVER (1971)
 LX5979
 LX5979                         *CURRENT SURVEY CONTROL
 LX5979  ___________________________________________________________________
 LX5979* NAD 83(1996)-  41 23 17.74762(N)    072 25 02.86607(W)     ADJUSTED  
 LX5979* NAVD 88     -                                                        
 LX5979  ___________________________________________________________________
 LX5979  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX5979  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX5979
 LX5979  HORZ ORDER  -  THIRD
 LX5979
 LX5979.The horizontal coordinates were established by classical geodetic methods
 LX5979.and adjusted by the National Geodetic Survey in August 1998..
 LX5979
 LX5979
 LX5979.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5979
 LX5979.The geoid height was determined by GEOID03.
 LX5979
 LX5979;                    North         East     Units Scale Factor Converg.
 LX5979;SPC CT       -   214,083.011   332,613.416   MT  0.99998634   +0 13 13.8
 LX5979;SPC CT       -   702,370.68  1,091,249.18   sFT  0.99998634   +0 13 13.8
 LX5979;UTM  18      - 4,585,077.968   715,925.121   MT  1.00017382   +1 42 29.2
 LX5979
 LX5979                          SUPERSEDED SURVEY CONTROL
 LX5979
 LX5979  NAD 83(1992)-  41 23 17.74674(N)    072 25 02.86578(W) AD(       ) 4
 LX5979  NAD 83(1986)-  41 23 17.74862(N)    072 25 02.86884(W) AD(       ) 4
 LX5979  NAD 27      -  41 23 17.37000(N)    072 25 04.57000(W) AD(       ) 3
 LX5979
 LX5979.Superseded values are not recommended for survey control.
 LX5979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5979.See file dsdata.txt to determine how the superseded data were derived.
 LX5979
 LX5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1592585078(NAD 83)
 LX5979
 LX5979  HISTORY     - Date     Condition        Report By
 LX5979  HISTORY     - 1935     MONUMENTED       CGS
 LX5979  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5979
 LX5979                          STATION DESCRIPTION
 LX5979
 LX5979'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5979'THE PROPERTY OF AGNES AND JESSIE HAMILTON, LEASED TO ROBERT
 LX5979'BRADFORD IS ON THE POINT JUST INSIDE DEVILS WHARF LIGHT.  THE
 LX5979'RESIDENCE IS REALLY TWO 1 1/2-STORY HOMES WITH PARALLEL
 LX5979'RIDGEPOLES, ONE IN FRONT OF THE OTHER.  THE EASTERLY UNIT HAS A
 LX5979'WOOD SHINGLE ROOF, WHILE THE OTHER HAS LIGHT COLORED COMPOSITION
 LX5979'SHINGLES.
 LX5979'
 LX5979'THE EASTERLY HOUSE HAS A LARGE, SQUARE, RED-BRICK CHIMNEY IN
 LX5979'THE MIDDLE OF THE ROOF.  A TALLER RECTANGULAR CHIMNEY IS
 LX5979'ON THE E ROOF OF THE OTHER HOUSE NEAR THE S END.
 LX5979'
 LX5979'CENTER IS THE APEX OF THE S GABLE OF THE EASTERLY UNIT.
 LX5979
 LX5979                          STATION RECOVERY (1969)
 LX5979
 LX5979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5979'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE GABLE IS
 LX5979'PARTIALLY OBSCURED BY TREES.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6862 ***********************************************************************
 LX6862  DESIGNATION -  HAMMERSETHS GABLE
 LX6862  PID         -  LX6862
 LX6862  STATE/COUNTY-  CT/MIDDLESEX
 LX6862  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6862
 LX6862                         *CURRENT SURVEY CONTROL
 LX6862  ___________________________________________________________________
 LX6862* NAD 83(1996)-  41 30 14.05280(N)    072 31 20.51602(W)     ADJUSTED  
 LX6862* NAVD 88     -                                                        
 LX6862  ___________________________________________________________________
 LX6862  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LX6862  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX6862
 LX6862  HORZ ORDER  -  THIRD
 LX6862
 LX6862.The horizontal coordinates were established by classical geodetic methods
 LX6862.and adjusted by the National Geodetic Survey in August 1998..
 LX6862
 LX6862
 LX6862.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6862
 LX6862.The geoid height was determined by GEOID03.
 LX6862
 LX6862;                    North         East     Units Scale Factor Converg.
 LX6862;SPC CT       -   226,897.637   323,805.732   MT  0.99998327   +0 09 03.4
 LX6862;SPC CT       -   744,413.33  1,062,352.64   sFT  0.99998327   +0 09 03.4
 LX6862;UTM  18      - 4,597,661.385   706,785.781   MT  1.00012625   +1 38 32.8
 LX6862
 LX6862                          SUPERSEDED SURVEY CONTROL
 LX6862
 LX6862  NAD 83(1992)-  41 30 14.05207(N)    072 31 20.51589(W) AD(       ) 4
 LX6862  NAD 83(1986)-  41 30 14.05393(N)    072 31 20.51825(W) AD(       ) 4
 LX6862  NAD 27      -  41 30 13.68600(N)    072 31 22.21100(W) AD(       ) 3
 LX6862
 LX6862.Superseded values are not recommended for survey control.
 LX6862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6862.See file dsdata.txt to determine how the superseded data were derived.
 LX6862
 LX6862_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0678697661(NAD 83)
 LX6862
 LX6862  HISTORY     - Date     Condition        Report By
 LX6862  HISTORY     - 1934     MONUMENTED       CGS
 LX6862  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6862  HISTORY     - 19971029 GOOD             USPSQD
 LX6862
 LX6862                          STATION DESCRIPTION
 LX6862
 LX6862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6862'THIS STATION IS ON A LONG 1-1/2 STORY WHITE HOUSE W OF THE
 LX6862'ROCK LANDING ROAD AND ABOUT 1/2 MILE FROM THE LANDING.  THE
 LX6862'SOUTHERLY SIDE OF THE HOUSE SHOWS A CONICAL ROOFED TOWER WITH
 LX6862'THREE WINDOWS AND A BALCONY RAIL.  THE TOP OF THIS TOWER DOES
 LX6862'NOT PROJECT ABOVE THE ROOF OF THE MAIN HOUSE.  THERE IS ALSO
 LX6862'A TWO-WINDOWED DORMER ON THIS S SIDE.  A HIGH RED-EARTH FILL
 LX6862'IS A PROMINENT FEATURE ON THE SAME SIDE.  THERE IS A SINGLE
 LX6862'BRICK CHIMNEY ON THE E END OF THE HOUSE SLIGHTLY N OF THE
 LX6862'APEX OF THE E GABLE.
 LX6862'
 LX6862'CENTER IS THE APEX OF THE W GABLE.
 LX6862
 LX6862                          STATION RECOVERY (1948)
 LX6862
 LX6862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6862'DESCRIPTION IS ADEQUATE WITH ONE EXCEPTION--
 LX6862'
 LX6862'CHIMNEY ON THE E END OF THE HOUSE SLIGHTLY S OF THE APEX OF THE
 LX6862'E GABLE.
 LX6862
 LX6862                          STATION RECOVERY (1997)
 LX6862
 LX6862'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6191 ***********************************************************************
 LX6191  DESIGNATION -  HAMMOCK
 LX6191  PID         -  LX6191
 LX6191  STATE/COUNTY-  CT/MIDDLESEX
 LX6191  USGS QUAD   -  CLINTON (1984)
 LX6191
 LX6191                         *CURRENT SURVEY CONTROL
 LX6191  ___________________________________________________________________
 LX6191* NAD 83(1996)-  41 15 27.98706(N)    072 31 05.94985(W)     ADJUSTED  
 LX6191* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6191  ___________________________________________________________________
 LX6191  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6191  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX6191
 LX6191  HORZ ORDER  -  SECOND
 LX6191
 LX6191.The horizontal coordinates were established by classical geodetic methods
 LX6191.and adjusted by the National Geodetic Survey in August 1998..
 LX6191
 LX6191.The orthometric height was scaled from a topographic map.
 LX6191
 LX6191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6191
 LX6191.The geoid height was determined by GEOID03.
 LX6191
 LX6191;                    North         East     Units Scale Factor Converg.
 LX6191;SPC CT       -   199,563.534   324,216.833   MT  0.99999467   +0 09 13.0
 LX6191;SPC CT       -   654,734.69  1,063,701.39   sFT  0.99999467   +0 09 13.0
 LX6191;SPC NY L     -   122,217.429   424,171.111   MT  1.00002017   +0 58 08.9
 LX6191;SPC NY L     -   400,975.01  1,391,634.72   sFT  1.00002017   +0 58 08.9
 LX6191;UTM  18      - 4,570,343.295   707,906.468   MT  1.00013200   +1 38 13.6
 LX6191
 LX6191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6191!SPC CT       -   1.00000466  x   0.99999467  =   0.99999933
 LX6191!SPC NY L     -   1.00000466  x   1.00002017  =   1.00002483
 LX6191!UTM  18      -   1.00000466  x   1.00013200  =   1.00013666
 LX6191
 LX6191|---------------------------------------------------------------------|
 LX6191| PID    Reference Object                     Distance      Geod. Az  |
 LX6191|                                                           dddmmss.s |
 LX6191| LX6189 MATTHEWSONS FLAGSTAFF                16.597 METERS 02906     |
 LX6191| LX6333 HAMMONASSET 3                       APPROX. 2.4 KM 2452849.8 |
 LX6191| LX6194 MEIGS POINT CHIMNEY                 APPROX. 2.4 KM 2545258.8 |
 LX6191| LX6187 HAMMONASSET FLAGPOLE                APPROX. 3.4 KM 2901048.9 |
 LX6191| LX6188 MEIGS SILO                          APPROX. 3.4 KM 3042405.4 |
 LX6191| LX6184 WALLERS WINDMILL                    APPROX. 2.1 KM 3233549.2 |
 LX6191| LX6182 COUNTRY CLUB FLAGPOLE               APPROX. 1.5 KM 3370606.9 |
 LX6191| LX6181 CLINTON METH CHURCH BELFRY          APPROX. 2.3 KM 3414932.7 |
 LX6191| LX6180 CLINTON CONG CHURCH BELFRY          APPROX. 2.3 KM 3501227.3 |
 LX6191|---------------------------------------------------------------------|
 LX6191
 LX6191                          SUPERSEDED SURVEY CONTROL
 LX6191
 LX6191  NAD 83(1992)-  41 15 27.98614(N)    072 31 05.94962(W) AD(       ) 2
 LX6191  NAD 83(1986)-  41 15 27.98832(N)    072 31 05.95289(W) AD(       ) 2
 LX6191  NAD 27      -  41 15 27.63200(N)    072 31 07.62900(W) AD(       ) 2
 LX6191
 LX6191.Superseded values are not recommended for survey control.
 LX6191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6191.See file dsdata.txt to determine how the superseded data were derived.
 LX6191
 LX6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0790670343(NAD 83)
 LX6191
 LX6191  HISTORY     - Date     Condition        Report By
 LX6191  HISTORY     - 1934     MONUMENTED       CGS
 LX6191  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6191  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX6191
 LX6191                          STATION DESCRIPTION
 LX6191
 LX6191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6191'THIS STATION WAS ESTABLISHED BY THE CORPS OF ENGINEERS,
 LX6191'UNITED STATES ARMY.  IT IS NEAR THE END OF HAMMOCK POINT ON THE
 LX6191'PROPERTY OF E.C. MATHEWSON.  IT IS 1.5 METERS N OF THE STEEP
 LX6191'COBBLY BANK THAT LEADS DOWN TO HIGH WATER LINE.  THE NW CORNER
 LX6191'OF THE POINT IS ABOUT 41 METERS DISTANT AND THE SW CORNER ABOUT
 LX6191'19 METERS DISTANT.  THERE IS A SINGLE WHITE HOUSE ON THE POINT,
 LX6191'2-1/2 STORIES HIGH, WITH 2-STORY PORCH ON THE N, W AND E
 LX6191'SIDES.  THE HOUSE HAS A GREEN SHINGLED TOWER WITH FLAGSTAFF AT
 LX6191'THE APEX.  SW CORNER OF THIS HOUSE (1-STORY FLOOR PORCH) IS
 LX6191'7.68 METERS DISTANT AND NW CORNER 15.92 METERS.  THE CENTER
 LX6191'IS IN AN EMBEDDED BOULDER ABOUT 3 BY 2 FEET AT THE SURFACE.
 LX6191'CENTER IS A CROSS AND TRIANGLE CUT IN THIS ROCK.
 LX6191'
 LX6191'NO REFERENCE MARKS WERE ESTABLISHED.
 LX6191'
 LX6191'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LX6191
 LX6191                          STATION RECOVERY (1960)
 LX6191
 LX6191'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6191'STATION COULD NOT BE FOUND.  AREA HAS BEEN GRADED AND SEAWALL
 LX6191'CONSTRUCTED.  BOULDER MAY BE BURIED.
 LX6191
 LX6191                          STATION RECOVERY (1997)
 LX6191
 LX6191'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5871 ***********************************************************************
 LX5871  DESIGNATION -  HAMMOCK RESAURANT SIGN
 LX5871  PID         -  LX5871
 LX5871  STATE/COUNTY-  CT/MIDDLESEX
 LX5871  USGS QUAD   -  ESSEX (1977)
 LX5871
 LX5871                         *CURRENT SURVEY CONTROL
 LX5871  ___________________________________________________________________
 LX5871* NAD 83(1996)-  41 16 33.87765(N)    072 28 19.15532(W)     ADJUSTED  
 LX5871* NAVD 88     -                                                        
 LX5871  ___________________________________________________________________
 LX5871  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX5871  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX5871
 LX5871  HORZ ORDER  -  THIRD
 LX5871
 LX5871.The horizontal coordinates were established by classical geodetic methods
 LX5871.and adjusted by the National Geodetic Survey in August 1998..
 LX5871
 LX5871
 LX5871.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5871
 LX5871.The geoid height was determined by GEOID03.
 LX5871
 LX5871;                    North         East     Units Scale Factor Converg.
 LX5871;SPC CT       -   201,607.670   328,093.164   MT  0.99999319   +0 11 03.6
 LX5871;SPC CT       -   661,441.16  1,076,418.99   sFT  0.99999319   +0 11 03.6
 LX5871;SPC NY L     -   124,316.574   428,018.069   MT  1.00002249   +0 59 58.0
 LX5871;SPC NY L     -   407,861.96  1,404,255.95   sFT  1.00002249   +0 59 58.0
 LX5871;UTM  18      - 4,572,487.434   711,729.136   MT  1.00015174   +1 40 05.9
 LX5871
 LX5871                          SUPERSEDED SURVEY CONTROL
 LX5871
 LX5871  NAD 83(1992)-  41 16 33.87673(N)    072 28 19.15506(W) AD(       ) 4
 LX5871  NAD 83(1986)-  41 16 33.87884(N)    072 28 19.15848(W) AD(       ) 4
 LX5871  NAD 27      -  41 16 33.52000(N)    072 28 20.83000(W) AD(       ) 3
 LX5871
 LX5871.Superseded values are not recommended for survey control.
 LX5871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5871.See file dsdata.txt to determine how the superseded data were derived.
 LX5871
 LX5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1172972487(NAD 83)
 LX5871
 LX5871  HISTORY     - Date     Condition        Report By
 LX5871  HISTORY     - 1934     MONUMENTED       CGS
 LX5871  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5871  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5871
 LX5871                          STATION DESCRIPTION
 LX5871
 LX5871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5871'THE HAMMOCK RESTAURANT IS A ROADSIDE EATING PLACE ON THE
 LX5871'SOUTHERLY SIDE OF THE POST ROAD BETWEEN THE BRIDGES ACROSS THE
 LX5871'MENUNKETESUCK AND PATCHOGUE RIVERS.
 LX5871'
 LX5871'THE WOODEN BUILDING IS TWO STORIES HIGH WITH SHINGLED ROOF.  THE
 LX5871'SHINGLED SIDES ARE PAINTED GRAY AND THE WINDOW TRIM AND CORNICES
 LX5871'ARE PAINTED YELLOW.
 LX5871'
 LX5871'A LARGE VERTICAL ELECTRIC (NEON) SIGN IS ATTACHED TO THE
 LX5871'NORTHEASTERLY CORNER OF THE BUILDING.  THE BACKGROUND OF THE
 LX5871'SIGN IS GREEN AND IT HAS HAMMOCK SEA FOOD IN WHITE LETTERS.
 LX5871'
 LX5871'THE E AND W FACES OF THE SIGN ARE IDENTICAL.
 LX5871'
 LX5871'CENTER IS THE CENTER LINE OF THE SIGN.
 LX5871
 LX5871                          STATION RECOVERY (1960)
 LX5871
 LX5871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5871'THE STATION HAS BEEN DESTROYED.  THE WESTBROOK BOAT AND MOTOR
 LX5871'EXCHANGE NOW OWNS THE BUILDING, AND THE NEON SIGN IS GONE.
 LX5871
 LX5871                          STATION RECOVERY (1997)
 LX5871
 LX5871'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6333 ***********************************************************************
 LX6333  DESIGNATION -  HAMMONASSET 3
 LX6333  PID         -  LX6333
 LX6333  STATE/COUNTY-  CT/NEW HAVEN
 LX6333  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX6333
 LX6333                         *CURRENT SURVEY CONTROL
 LX6333  ___________________________________________________________________
 LX6333* NAD 83(1996)-  41 14 56.01996(N)    072 32 38.77866(W)     ADJUSTED  
 LX6333* NAVD 88     -         8.8    (meters)      29.     (feet)  VERTCON   
 LX6333  ___________________________________________________________________
 LX6333  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX6333  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX6333
 LX6333  HORZ ORDER  -  FIRST
 LX6333
 LX6333.The horizontal coordinates were established by classical geodetic methods
 LX6333.and adjusted by the National Geodetic Survey in August 1998..
 LX6333
 LX6333.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6333
 LX6333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6333
 LX6333.The geoid height was determined by GEOID03.
 LX6333
 LX6333;                    North         East     Units Scale Factor Converg.
 LX6333;SPC CT       -   198,571.896   322,058.184   MT  0.99999542   +0 08 11.5
 LX6333;SPC CT       -   651,481.30  1,056,619.23   sFT  0.99999542   +0 08 11.5
 LX6333;UTM  18      - 4,569,295.970   705,773.933   MT  1.00012114   +1 37 11.3
 LX6333
 LX6333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6333!SPC CT       -   1.00000338  x   0.99999542  =   0.99999880
 LX6333!UTM  18      -   1.00000338  x   1.00012114  =   1.00012453
 LX6333
 LX6333|---------------------------------------------------------------------|
 LX6333| PID    Reference Object                     Distance      Geod. Az  |
 LX6333|                                                           dddmmss.s |
 LX6333| LX6334 HAMMONASSET 3 A PT                    9.366 METERS 03538     |
 LX6333| CZ6574 HAMMONASSET 3 RM 1                   18.941 METERS 04838     |
 LX6333| LX6209 HAMMONASSET 3 RM 2 AZIMUTH          490.903 METERS 0680142.4 |
 LX6333| LX6332 HAMMONASSET FLAG BUTT                11.278 METERS 21757     |
 LX6333| LX6351 FALKNER IS LIGHTHOUSE               APPROX.10.1 KM 2455731.2 |
 LX6333| CZ6575 HAMMONASSET 3 RM 3                   16.545 METERS 26450     |
 LX6333| LX6212 HAMMONASSETT BEACH ST PK TANK       APPROX. 1.7 KM 3291115.7 |
 LX6333|---------------------------------------------------------------------|
 LX6333
 LX6333                          SUPERSEDED SURVEY CONTROL
 LX6333
 LX6333  NAD 83(1992)-  41 14 56.01904(N)    072 32 38.77844(W) AD(       ) 1
 LX6333  NAD 83(1986)-  41 14 56.02122(N)    072 32 38.78175(W) AD(       ) 1
 LX6333  NAD 27      -  41 14 55.66697(N)    072 32 40.45396(W) AD(       ) 2
 LX6333  NGVD 29 (07/19/86)    9.1    (m)           30.     (f) VERT ANG       
 LX6333
 LX6333.Superseded values are not recommended for survey control.
 LX6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6333.See file dsdata.txt to determine how the superseded data were derived.
 LX6333
 LX6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0577469296(NAD 83)
 LX6333_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6333_SETTING: 80 = SET IN A BOULDER
 LX6333_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6333_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6333+STABILITY: SURFACE MOTION
 LX6333
 LX6333  HISTORY     - Date     Condition        Report By
 LX6333  HISTORY     - 1932     MONUMENTED       CGS
 LX6333  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX6333  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6333  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6333  HISTORY     - 1985     SEE DESCRIPTION  NGS
 LX6333
 LX6333                          STATION DESCRIPTION
 LX6333
 LX6333'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX6333'ON THE SW EXTREMITY OF HAMMONASSET POINT ON LAND OWNED BY
 LX6333'THE CONN. STATE PARK COMM.  FROM CLINTON P.O. GO W ON HIGHWAY
 LX6333'NO 1 1.5 MILES TO HAMMONASSET BEACH ROAD (MARKED WITH
 LX6333'SIGN).  TURN LEFT AND FOLLOW THIS ROAD 2.5 MILES THROUGH PARK
 LX6333'TO THE SHORE.  THE STATION IS ON HIGHEST POINT OF LAND ABOUT 300
 LX6333'YARDS E OF THIS POINT, SET IN OUTCROPPING ROCK, 7.6 METERS W BY
 LX6333'S OF BOULDER.  9.7 METERS NW OF EDGE OF BLUFF.
 LX6333'
 LX6333'R.M. NO. 1 IS N BY E OF STATION SET IN OUTCROPPING ROCK, 9.3
 LX6333'METERS N BY E OF NE FACE OF BOULDER.  19.2 METERS NW OF EDGE
 LX6333'OF BLUFF.
 LX6333'
 LX6333'R.M. NO. 2 IS NE OF STATION SET IN OUTCROPPING ROCK, 30 METERS
 LX6333'NW OF SHORE LINE.
 LX6333'
 LX6333'R.M. NO. 3 IS WSW OF STATION SET IN BOULDER, 11 METERS NW
 LX6333'OF EDGE OF BLUFF.
 LX6333'
 LX6333'THE BUTT OF A FLAG POLE, WHICH MARKS THE APPROXIMATE POSITION
 LX6333'OF OLD STATION, WAS RECOVERED.
 LX6333'
 LX6333'HEIGHT OF SIGNAL ABOVE STATION MARK - 23 METERS.
 LX6333
 LX6333                          STATION RECOVERY (1942)
 LX6333
 LX6333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6333'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 LX6333'EXCELLENT CONDITION.  OBSERVATIONS WERE MADE FROM A 14-FT.
 LX6333'WOODEN TOWER AND REFERENCE MARK NO. 2 WAS OBSTRUCTED.  THEREFORE,
 LX6333'THE DIRECTION TO THIS MARK COULD NOT BE CHECKED.  THE DIRECTIONS
 LX6333'TO REFERENCE MARKS NO.1 AND NO.3 WERE CHECKED AS TO MINUTES AND
 LX6333'SECONDS BUT A VARIATION WAS FOUND IN THE DEGREES.
 LX6333'
 LX6333'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6333
 LX6333                          STATION RECOVERY (1960)
 LX6333
 LX6333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6333'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 LX6333'CONDITION.  PREVIOUS DESCRIPTIONS ARE COMPLETE AND ADEQUATE.
 LX6333
 LX6333                          STATION RECOVERY (1976)
 LX6333
 LX6333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6333'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 LX6333'REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.  THE
 LX6333'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.020
 LX6333'OF A METER AND THE DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE
 LX6333'SHORTER BY 0.006 OF A METER.  THE ANGLE BETWEEN REFERENCE
 LX6333'MARKS 1 AND 3 CHECKED THE 1932 OBSERVATIONS.  A NEW AND COMPLETE
 LX6333'DESCRIPTION FOLLOWS.
 LX6333'
 LX6333'THE STATION IS ABOUT 3 MILES SOUTHEAST OF MADISON, 2-1/2 MILES
 LX6333'SOUTHWEST OF CLINTON AND ON THE SOUTHERN MOST POINT OF THE
 LX6333'HAMMONASSET BEACH STATE PARK.
 LX6333'
 LX6333'TO REACH THE STATION FROM THE POST OFFICE IN MADISON, GO EAST
 LX6333'ON U.S. HIGHWAY 1 FOR 1.9 MILES TO A SIDE ROAD RIGHT, GOING
 LX6333'TO THE HAMMONASSET STATE PARK.  TURN RIGHT AND GO SOUTH ON
 LX6333'A PAVED ROAD FOR 0.25 MILE TO THE ENTRANCE OF THE PARK.
 LX6333'CONTINUE SOUTH AND THEN EASTERLY FOLLOWING THE MAIN ROAD
 LX6333'THROUGH THE PARK FOR 0.9 MILE TO A T-ROAD AT A CONCESSION
 LX6333'BUILDING.  TURN LEFT AND GO EASTERLY ON A PARK ROAD FOR
 LX6333'1.25 MILES TO A PARKING AREA AT THE EAST END OF THE PARK
 LX6333'AND THE STATION JUST SOUTH OF THE PARKING AREA ON A LOW
 LX6333'HILL.
 LX6333'
 LX6333'THE STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 LX6333'THE TOP OF A BOULDER WHICH IS ABOUT 4 FEET IN DIAMETER AND
 LX6333'PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  THE STAMPING
 LX6333'ON THE DISK HAS BEEN DEFACED BUT THE DISK IS STILL SOLID.  IT
 LX6333'IS 71 FEET NORTH OF THE HIGHWATER LINE, 24.5 FEET WEST OF THE
 LX6333'WEST SIDE OF A LARGE BOULDER, 14 FEET SOUTH OF A FOOT PATH AND
 LX6333'4.5 FEET NORTH OF A METAL WITNESS POST.
 LX6333'
 LX6333'REFERENCE MARK 1, STAMPED---HAMMONASSET NO 1 1932---, IS A
 LX6333'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 BY 8
 LX6333'FOOT BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 LX6333'SURFACE.  IT IS 51 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LX6333'PARKING LOT, 29 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 LX6333'LARGE BOULDER AND 7 FEET NORTHWEST OF A FOOT PATH.
 LX6333'
 LX6333'REFERENCE MARK 2, STAMPED---HAMMONASSET NO 2 1932---, IS A
 LX6333'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 9 BY 12
 LX6333'FOOT BOULDER WHICH PROJECTS ABOUT 7 FEET ABOVE THE GROUND
 LX6333'SURFACE.  IT IS 63 FEET NORTH OF A CUTBANK, 51 FEET SOUTH OF A
 LX6333'TRACK ROAD, 21 FEET NORTHEAST OF A 6 BY 9 FOOT BOULDER AND 10
 LX6333'FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 LX6333'
 LX6333'REFERENCE MARK 3, STAMPED---HAMMONASSET NO 3 1932---, IS A
 LX6333'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 10 BY 15
 LX6333'FOOT BOULDER WHICH PROJECTS ABOUT 7 FEET ABOVE THE GROUND
 LX6333'SURFACE.  IT IS 77 FEET NORTH OF THE HIGH WATER LINE, 14 FEET
 LX6333'SOUTH OF A FOOT PATH AND 6 FEET NORTHEAST OF THE SOUTHWEST
 LX6333'CORNER OF THE BOULDER.
 LX6333'
 LX6333'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 3 DUE TO
 LX6333'HEAVY BRUSH ON LINE AND EXTREME DIFFERENCE IN ELEVATION.
 LX6333'
 LX6333'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 2.8
 LX6333'METERS.
 LX6333'
 LX6333'DESCRIBED BY NOLAN B. JOHNSON.
 LX6333
 LX6333                          STATION RECOVERY (1985)
 LX6333
 LX6333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX6333'THE STATION WAS RECOVERED AT THIS DATE.
 LX6333'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND THE
 LX6333'DISKS WERE DEFACED BUT THEY ARE STILL SOLID. REFERENCE MARK 2 WAS
 LX6333'SEARCHED FOR BUT WAS NOT RECOVERED. THE DISTANCES AND ANGLES TO
 LX6333'REFERENCE MARKS 1 AND 3 AGREED WITH THE 1976 DATA. A NEW AND
 LX6333'COMPLETE DESCRIPTION FOLLOWS.
 LX6333'
 LX6333'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHEAST OF MADISON,
 LX6333'4.0 KM (2.5 MI) SOUTH-SOUTHWEST OF CLINTON AND ON THE SOUTHERN MOST
 LX6333'POINT OF THE HAMMONASSET BEACH STATE PARK.
 LX6333'OWNERSHIP--STATE OF CONNECTICUT, HAMMONASSET BEACH STATE PARK,
 LX6333'MADISON CT 06443.
 LX6333'
 LX6333'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 95 AND THE
 LX6333'HAMMONASSET STATE PARK CONNECTOR (EXIT 62) ABOUT 3.2 KM (2 MI) EAST
 LX6333'OF MADISON, GO SOUTH ON THE CONNECTOR FOR 2.1 KM (1.3 MI) TO THE
 LX6333'INTERSECTION WITH U.S. ROUTE 1 (BOSTON POST RD), CONTINUE AHEAD 0.4
 LX6333'KM (0.25 MI) TO THE HAMMONASSET STATE PARK ENTRANCE. CONTINUE AHEAD
 LX6333'1.0 KM (0.6 MI) TO A TRAFFIC ROTARY, CONTINUE THROUGH ROTARY TO THE
 LX6333'THIRD EXIT RIGHT TO MEIGS POINT AND EAST PARKING LOT, EXIT RIGHT
 LX6333'GOING SOUTHEAST ON WINDING PAVED ROAD BEHIND BEACH FOR 2.0 KM (1.25
 LX6333'MI) TO PARKING LOT ON RIGHT AND END OF TRUCK TRAVEL. PACK SOUTH 30
 LX6333'METERS (100 FT) TO STATION ON HIGH GROUND.
 LX6333'
 LX6333'THE STATION IS A STANDARD USC+GS DISK
 LX6333'STAMPED---HAMMONASSET 1932---,
 LX6333'SET INTO A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS ABOUT 4 FEET
 LX6333'IN DIAMETER AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND. LOCATED
 LX6333'7.6 METERS (25 FT) WEST FROM THE WEST EDGE OF A LARGE BOULDER.
 LX6333'
 LX6333'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK
 LX6333'STAMPED---HAMMONASSET NO 1 1932---,
 LX6333'SET INTO A DRILL HOLE IN A 6 BY 8 FOOT IN DIAMETER BOULDER
 LX6333'PROJECTING 3 FEET ABOVE THE GROUND. LOCATED
 LX6333'9.1 METERS (30 FT) EAST-NORTHEAST FROM THE EAST EDGE OF A LARGE
 LX6333'BOULDER AND
 LX6333'3.0 METERS (10 FT) NORTH-NORTHWEST FROM A FOOT PATH.
 LX6333'MARK IS 0.7 METER BELOW THE STATION.
 LX6333'
 LX6333'REFERENCE MARK NO. 3 IS A STANDARD USC+GS DISK
 LX6333'STAMPED---HAMMONASSET NO 3 1932---,
 LX6333'SET INTO A DRILL HOLE IN A 10 BY 15 FOOT IN DIAMETER BOULDER
 LX6333'PROJECTING 9 FEET ABOVE THE GROUND. LOCATED
 LX6333'23.47 METERS (77 FT) NORTH FROM THE HIGH WATER LINE.
 LX6333'MARK IS LEVEL WITH THE STATION.
 LX6333'
 LX6333'HEIGHT OF LIGHT SHOWN WAS 0.7 METER ABOVE THE MARK.
 LX6333'AN EDM TIE WAS MADE TO STATION GRISWALD.
 LX6333'
 LX6333'DESCRIBED BY D. W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6332 ***********************************************************************
 LX6332  DESIGNATION -  HAMMONASSET FLAG BUTT
 LX6332  PID         -  LX6332
 LX6332  STATE/COUNTY-  CT/NEW HAVEN
 LX6332  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX6332
 LX6332                         *CURRENT SURVEY CONTROL
 LX6332  ___________________________________________________________________
 LX6332* NAD 83(1996)-  41 14 55.73165(N)    072 32 39.07652(W)     ADJUSTED  
 LX6332* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX6332  ___________________________________________________________________
 LX6332  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX6332  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX6332
 LX6332  HORZ ORDER  -  THIRD
 LX6332
 LX6332.The horizontal coordinates were established by classical geodetic methods
 LX6332.and adjusted by the National Geodetic Survey in August 1998..
 LX6332
 LX6332.The orthometric height was scaled from a topographic map.
 LX6332
 LX6332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6332
 LX6332.The geoid height was determined by GEOID03.
 LX6332
 LX6332;                    North         East     Units Scale Factor Converg.
 LX6332;SPC CT       -   198,562.985   322,051.270   MT  0.99999543   +0 08 11.3
 LX6332;SPC CT       -   651,452.06  1,056,596.54   sFT  0.99999543   +0 08 11.3
 LX6332;UTM  18      - 4,569,286.882   705,767.252   MT  1.00012111   +1 37 11.1
 LX6332
 LX6332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6332!SPC CT       -   1.00000387  x   0.99999543  =   0.99999930
 LX6332!UTM  18      -   1.00000387  x   1.00012111  =   1.00012498
 LX6332
 LX6332                          SUPERSEDED SURVEY CONTROL
 LX6332
 LX6332  NAD 83(1992)-  41 14 55.73074(N)    072 32 39.07629(W) AD(       ) 4
 LX6332  NAD 83(1986)-  41 14 55.73292(N)    072 32 39.07960(W) AD(       ) 4
 LX6332  NAD 27      -  41 14 55.38000(N)    072 32 40.75000(W) AD(       ) 3
 LX6332
 LX6332.Superseded values are not recommended for survey control.
 LX6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6332.See file dsdata.txt to determine how the superseded data were derived.
 LX6332
 LX6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0576769287(NAD 83)
 LX6332
 LX6332  HISTORY     - Date     Condition        Report By
 LX6332  HISTORY     - 1932     MONUMENTED       CGS
 LX6332  HISTORY     - 1911     SEE DESCRIPTION  CGS
 LX6332  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX6332  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6332
 LX6332                          STATION DESCRIPTION
 LX6332
 LX6332'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (NHH)
 LX6332'ON THE SE EXTREMITY OF HAMMONASSET POINT, ON LAND OWNED BY
 LX6332'HENRY J. MEIGS.  AN UNBAKED EARTHENWARE FLOWER POT WAS BURIED
 LX6332'FIRST 14 INCHES BELOW SURFACE OF GROUND, BUT WAS LATER SET A
 LX6332'LITTLE DEEPER, AND A GRANITE POST, 4 INCHES ON SIDE SET AS A
 LX6332'SURFACE MARK.  IT STOOD 9 INCHES ABOVE THE SURFACE AND HAD DRILL
 LX6332'HOLE TO MARK CENTER.  REFERENCES WERE DRILL HOLES IN ROCKS--TO
 LX6332'THE NE A DRILL HOLE IS ON THE SOUTHEASTERLY SLOPE OF THE ROCK,
 LX6332'IS 2 FEET ABOVE GROUND, AND 61.63 FEET FROM STATION.  TO NW
 LX6332'DRILL HOLE ON SOUTHEASTERLY SLOPE OF EASTERN OF TWO ROCKS, IS
 LX6332'ABOUT 3 FEET ABOVE GROUND, AND 37.35 FEET FROM STATION.  IN
 LX6332'1911 THE TWO DRILL HOLES WERE RECOVERED.  GRANITE POST
 LX6332'MISSING, BUT FLOWER POT MAY STILL BE IN POSITION.  A
 LX6332'FLAGPOLE USED IN CONNECTION WITH A RIFLE RANGE
 LX6332'MAINTAINED BY THE CONNECTICUT MILITIA HAS BEEN PLACED
 LX6332'ALMOST EXACTLY ON THE STATION.  IN 1913 REPORTED FLAGPOLE
 LX6332'STILL IN PLACE.
 LX6332
 LX6332                          STATION RECOVERY (1932)
 LX6332
 LX6332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX6332'THE BUTT OF A FLAGPOLE WHICH MARKS THE APPROXIMATE POSITION OF
 LX6332'THIS STATION WAS RECOVERED, AND A TIE WAS MADE TO HAMMONASSET 3.
 LX6332
 LX6332                          STATION RECOVERY (1960)
 LX6332
 LX6332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6332'STATION IS BELIEVED TO BE THE SAME AS HAMMONASSET FLAGPOLE
 LX6332'BUTT.  A THOROUGH SEARCH FOR BOTH THESE STATIONS WAS MADE, BUT
 LX6332'NEITHER ONE COULD BE FOUND.  IT IS RECOMMENDED THESE STATIONS
 LX6332'BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6187 ***********************************************************************
 LX6187  DESIGNATION -  HAMMONASSET FLAGPOLE
 LX6187  PID         -  LX6187
 LX6187  STATE/COUNTY-  CT/NEW HAVEN
 LX6187  USGS QUAD   -  CLINTON (1984)
 LX6187
 LX6187                         *CURRENT SURVEY CONTROL
 LX6187  ___________________________________________________________________
 LX6187* NAD 83(1996)-  41 16 06.52898(N)    072 33 25.02257(W)     ADJUSTED  
 LX6187* NAVD 88     -                                                        
 LX6187  ___________________________________________________________________
 LX6187  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6187  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX6187
 LX6187  HORZ ORDER  -  THIRD
 LX6187
 LX6187.The horizontal coordinates were established by classical geodetic methods
 LX6187.and adjusted by the National Geodetic Survey in August 1998..
 LX6187
 LX6187
 LX6187.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6187
 LX6187.The geoid height was determined by GEOID03.
 LX6187
 LX6187;                    North         East     Units Scale Factor Converg.
 LX6187;SPC CT       -   200,744.575   320,976.647   MT  0.99999379   +0 07 40.8
 LX6187;SPC CT       -   658,609.49  1,053,070.88   sFT  0.99999379   +0 07 40.8
 LX6187;SPC NY L     -   123,352.253   420,914.353   MT  1.00002152   +0 56 37.9
 LX6187;SPC NY L     -   404,698.18  1,380,949.84   sFT  1.00002152   +0 56 37.9
 LX6187;UTM  18      - 4,571,440.184   704,636.365   MT  1.00011540   +1 36 43.1
 LX6187
 LX6187                          SUPERSEDED SURVEY CONTROL
 LX6187
 LX6187  NAD 83(1992)-  41 16 06.52807(N)    072 33 25.02234(W) AD(       ) 4
 LX6187  NAD 83(1986)-  41 16 06.53022(N)    072 33 25.02557(W) AD(       ) 4
 LX6187  NAD 27      -  41 16 06.17600(N)    072 33 26.69400(W) AD(       ) 3
 LX6187
 LX6187.Superseded values are not recommended for survey control.
 LX6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6187.See file dsdata.txt to determine how the superseded data were derived.
 LX6187
 LX6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0463671440(NAD 83)
 LX6187
 LX6187  HISTORY     - Date     Condition        Report By
 LX6187  HISTORY     - 1934     MONUMENTED       CGS
 LX6187  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6187  HISTORY     - 1974     SEE DESCRIPTION  CTGS
 LX6187
 LX6187                          STATION DESCRIPTION
 LX6187
 LX6187'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6187'THIS IS THE OFFICIAL FLAGPOLE OF THE STATE PARK AT HAMMONASSET
 LX6187'BEACH.  IT IS LOCATED IN THE NORTHERLY PART OF THE PARK JUST
 LX6187'TO THE SOUTHEASTWARD OF THE BUILDINGS OF THE SERVICE AND REPAIR
 LX6187'DEPARTMENT.  AN ELABORATE SYSTEM OF PARK DRIVES IS UNDER
 LX6187'CONSTRUCTION TO THE N AND W OF THE POLE.  CENTER OF THE PROJECTED
 LX6187'CIRCLE BEARS N 10 DEG E (MAGNETIC) AND IS ABOUT 53 METERS
 LX6187'DISTANT.
 LX6187'
 LX6187'THE POLE IS IN TWO SECTIONS WITH CROSSTREES AND TOPMAST
 LX6187'STAYS.  CENTER IS THE CENTER LINE OF THE TOPMAST.
 LX6187'
 LX6187'POLE WILL, PROBABLY, BE MOVED IN THE NEAR FUTURE.
 LX6187
 LX6187                          STATION RECOVERY (1960)
 LX6187
 LX6187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6187'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE
 LX6187'ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX6187
 LX6187                          STATION RECOVERY (1974)
 LX6187
 LX6187'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (BGW)
 LX6187'DESTROYED.  FLAGPOLE MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6212 ***********************************************************************
 LX6212  DESIGNATION -  HAMMONASSETT BEACH ST PK TANK
 LX6212  PID         -  LX6212
 LX6212  STATE/COUNTY-  CT/NEW HAVEN
 LX6212  USGS QUAD   -  CLINTON (1984)
 LX6212
 LX6212                         *CURRENT SURVEY CONTROL
 LX6212  ___________________________________________________________________
 LX6212* NAD 83(1996)-  41 15 44.68655(N)    072 33 17.24654(W)     ADJUSTED  
 LX6212* NAVD 88     -                                                        
 LX6212  ___________________________________________________________________
 LX6212  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX6212  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX6212
 LX6212  HORZ ORDER  -  THIRD
 LX6212
 LX6212.The horizontal coordinates were established by classical geodetic methods
 LX6212.and adjusted by the National Geodetic Survey in August 1998..
 LX6212
 LX6212
 LX6212.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6212
 LX6212.The geoid height was determined by GEOID03.
 LX6212
 LX6212;                    North         East     Units Scale Factor Converg.
 LX6212;SPC CT       -   200,071.154   321,159.161   MT  0.99999429   +0 07 46.0
 LX6212;SPC CT       -   656,400.11  1,053,669.68   sFT  0.99999429   +0 07 46.0
 LX6212;UTM  18      - 4,570,771.634   704,836.280   MT  1.00011640   +1 36 47.5
 LX6212
 LX6212                          SUPERSEDED SURVEY CONTROL
 LX6212
 LX6212  NAD 83(1992)-  41 15 44.68562(N)    072 33 17.24632(W) AD(       ) 4
 LX6212  NAD 83(1986)-  41 15 44.68788(N)    072 33 17.24961(W) AD(       ) 4
 LX6212  NAD 27      -  41 15 44.33635(N)    072 33 18.92121(W) AD(       ) 3
 LX6212
 LX6212.Superseded values are not recommended for survey control.
 LX6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6212.See file dsdata.txt to determine how the superseded data were derived.
 LX6212
 LX6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0483670772(NAD 83)
 LX6212
 LX6212  HISTORY     - Date     Condition        Report By
 LX6212  HISTORY     - 1976     MONUMENTED       NGS
 LX6212
 LX6212                          STATION DESCRIPTION
 LX6212
 LX6212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6212'HAMMONASSETT BEACH STATE PARK TANK IS ABOUT 2 MILES
 LX6212'SOUTHWEST OF
 LX6212'CLINTON, IN THE HAMMONASSET BEACH STATE PARK AND ON STATE PARK
 LX6212'PROPERTY.
 LX6212'
 LX6212'TO REACH THE STATION FROM THE ENTRANCE TO THE PARK, FOLLOW THE
 LX6212'MAIN PARK ROAD SOUTHERLY, AROUND THE EAST SIDE OF THE PARK FOR
 LX6212'0.8 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LX6212'
 LX6212'THE STATION IS THE FINIAL A FOUR-LEGGED WATER TANK WHICH IS
 LX6212'150 FEET HIGH AND IS PAINTED RED AND WHITE.
 LX6212'
 LX6212'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4671 ***********************************************************************
 LX4671  DESIGNATION -  HAMPTON CATH CH SPIRE
 LX4671  PID         -  LX4671
 LX4671  STATE/COUNTY-  CT/WINDHAM
 LX4671  USGS QUAD   -  HAMPTON (1984)
 LX4671
 LX4671                         *CURRENT SURVEY CONTROL
 LX4671  ___________________________________________________________________
 LX4671* NAD 83(1996)-  41 47 04.34155(N)    072 03 32.18359(W)     ADJUSTED  
 LX4671* NAVD 88     -                                                        
 LX4671  ___________________________________________________________________
 LX4671  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LX4671  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX4671
 LX4671  HORZ ORDER  -  THIRD
 LX4671
 LX4671.The horizontal coordinates were established by classical geodetic methods
 LX4671.and adjusted by the National Geodetic Survey in August 1998..
 LX4671
 LX4671
 LX4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4671
 LX4671.The geoid height was determined by GEOID03.
 LX4671
 LX4671;                    North         East     Units Scale Factor Converg.
 LX4671;SPC CT       -   258,271.077   362,247.172   MT  0.99999271   +0 27 29.6
 LX4671;SPC CT       -   847,344.36  1,188,472.60   sFT  0.99999271   +0 27 29.6
 LX4671;UTM  18      - 4,630,036.016   744,403.743   MT  1.00033511   +1 57 38.5
 LX4671;UTM  19      - 4,630,378.135   245,799.348   MT  1.00039523   -2 02 21.7
 LX4671
 LX4671                          SUPERSEDED SURVEY CONTROL
 LX4671
 LX4671  NAD 83(1996)-  41 47 04.34095(N)    072 03 32.18335(W) AD(       ) 4
 LX4671  NAD 83(1992)-  41 47 04.34091(N)    072 03 32.18326(W) AD(       ) 4
 LX4671  NAD 83(1992)-  41 47 04.34124(N)    072 03 32.18381(W) AD(       ) 4
 LX4671  NAD 83(1986)-  41 47 04.34163(N)    072 03 32.18337(W) AD(       ) 4
 LX4671  NAD 27      -  41 47 03.98711(N)    072 03 33.91239(W) AD(       ) 3
 LX4671
 LX4671.Superseded values are not recommended for survey control.
 LX4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4671.See file dsdata.txt to determine how the superseded data were derived.
 LX4671
 LX4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4440430036(NAD 83)
 LX4671
 LX4671  HISTORY     - Date     Condition        Report By
 LX4671  HISTORY     - 1974     MONUMENTED       NGS
 LX4671  HISTORY     - 19961125 GOOD             USPSQD
 LX4671
 LX4671                          STATION DESCRIPTION
 LX4671
 LX4671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4671'THE STATION IS THE APEX OF THE SPIRE ATOP THE
 LX4671'OUR LADY OF LOURDES CATHOLIC CHURCH.  THE CHURCH IS PAINTED WHITE
 LX4671'AND THE SPIRE IS BLACK AND IS ABOUT 75 FEET HIGH.
 LX4671'
 LX4671'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, GO NORTH ON
 LX4671'STATE HIGHWAY 97 FOR 0.15 MILE TO THE JUNCTION OF CEDAR SWAMP ROAD
 LX4671'ON THE LEFT.  TURN LEFT AND GO WEST ON CEDAR SWAMP ROAD FOR 0.15
 LX4671'MILE TO THE STATION ON THE LEFT.
 LX4671
 LX4671                          STATION RECOVERY (1996)
 LX4671
 LX4671'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX4671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4669 ***********************************************************************
 LX4669  DESIGNATION -  HAMPTON CONG CH SPIRE
 LX4669  PID         -  LX4669
 LX4669  STATE/COUNTY-  CT/WINDHAM
 LX4669  USGS QUAD   -  HAMPTON (1984)
 LX4669
 LX4669                         *CURRENT SURVEY CONTROL
 LX4669  ___________________________________________________________________
 LX4669* NAD 83(1996)-  41 47 06.31404(N)    072 03 19.55071(W)     ADJUSTED  
 LX4669* NAVD 88     -                                                        
 LX4669  ___________________________________________________________________
 LX4669  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LX4669  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX4669
 LX4669  HORZ ORDER  -  THIRD
 LX4669
 LX4669.The horizontal coordinates were established by classical geodetic methods
 LX4669.and adjusted by the National Geodetic Survey in August 1998..
 LX4669
 LX4669
 LX4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4669
 LX4669.The geoid height was determined by GEOID03.
 LX4669
 LX4669;                    North         East     Units Scale Factor Converg.
 LX4669;SPC CT       -   258,334.270   362,538.384   MT  0.99999275   +0 27 37.9
 LX4669;SPC CT       -   847,551.68  1,189,428.01   sFT  0.99999275   +0 27 37.9
 LX4669;UTM  18      - 4,630,106.847   744,693.297   MT  1.00033686   +1 57 47.0
 LX4669;UTM  19      - 4,630,428.598   246,093.155   MT  1.00039340   -2 02 13.3
 LX4669
 LX4669                          SUPERSEDED SURVEY CONTROL
 LX4669
 LX4669  NAD 83(1996)-  41 47 06.31343(N)    072 03 19.55044(W) AD(       ) 4
 LX4669  NAD 83(1992)-  41 47 06.31337(N)    072 03 19.55033(W) AD(       ) 4
 LX4669  NAD 83(1992)-  41 47 06.31367(N)    072 03 19.55087(W) AD(       ) 4
 LX4669  NAD 83(1986)-  41 47 06.31407(N)    072 03 19.55045(W) AD(       ) 4
 LX4669  NAD 27      -  41 47 05.95878(N)    072 03 21.27885(W) AD(       ) 3
 LX4669
 LX4669.Superseded values are not recommended for survey control.
 LX4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4669.See file dsdata.txt to determine how the superseded data were derived.
 LX4669
 LX4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4469330107(NAD 83)
 LX4669
 LX4669  HISTORY     - Date     Condition        Report By
 LX4669  HISTORY     - 1974     MONUMENTED       NGS
 LX4669  HISTORY     - 19961125 GOOD             USPSQD
 LX4669
 LX4669                          STATION DESCRIPTION
 LX4669
 LX4669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4669'THE STATION IS THE APEX OF THE SPIRE ATOP THE
 LX4669'CONGREGATIONAL CHURCH.  THE CHURCH AND SPIRE ARE PAINTED WHITE AND
 LX4669'THE SPIRE IS ABOUT 75 FEET HIGH.
 LX4669'
 LX4669'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, GO NORTH ON
 LX4669'STATE HIGHWAY 97 FOR 0.2 MILE TO THE STATION ON THE LEFT JUST AFTER
 LX4669'PASSING THE JUNCTION OF CEDAR SWAMP ROAD ON THE LEFT.
 LX4669
 LX4669                          STATION RECOVERY (1996)
 LX4669
 LX4669'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX4669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6507 ***********************************************************************
 LX6507  DESIGNATION -  HARBOR LINE MARK 1
 LX6507  PID         -  LX6507
 LX6507  STATE/COUNTY-  CT/NEW HAVEN
 LX6507  USGS QUAD   -  NEW HAVEN (1984)
 LX6507
 LX6507                         *CURRENT SURVEY CONTROL
 LX6507  ___________________________________________________________________
 LX6507* NAD 83(1996)-  41 16 13.70849(N)    072 54 19.93688(W)     ADJUSTED  
 LX6507* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6507  ___________________________________________________________________
 LX6507  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX6507  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX6507
 LX6507  HORZ ORDER  -  THIRD
 LX6507
 LX6507.The horizontal coordinates were established by classical geodetic methods
 LX6507.and adjusted by the National Geodetic Survey in August 1998..
 LX6507
 LX6507.The orthometric height was scaled from a topographic map.
 LX6507
 LX6507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6507
 LX6507.The geoid height was determined by GEOID03.
 LX6507
 LX6507;                    North         East     Units Scale Factor Converg.
 LX6507;SPC CT       -   200,959.720   291,768.121   MT  0.99999363   -0 06 11.3
 LX6507;SPC CT       -   659,315.35    957,242.58   sFT  0.99999363   -0 06 11.3
 LX6507;SPC NY L     -   123,150.669   391,704.915   MT  1.00002177   +0 42 57.1
 LX6507;SPC NY L     -   404,036.82  1,285,118.54   sFT  1.00002177   +0 42 57.1
 LX6507;UTM  18      - 4,570,898.542   675,430.561   MT  0.99997877   +1 22 54.8
 LX6507
 LX6507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6507!SPC CT       -   1.00000458  x   0.99999363  =   0.99999821
 LX6507!SPC NY L     -   1.00000458  x   1.00002177  =   1.00002635
 LX6507!UTM  18      -   1.00000458  x   0.99997877  =   0.99998335
 LX6507
 LX6507|---------------------------------------------------------------------|
 LX6507| PID    Reference Object                     Distance      Geod. Az  |
 LX6507|                                                           dddmmss.s |
 LX6507| LX6501 HALE                                 41.740 METERS 08212     |
 LX6507| LX6483 SANDY                               APPROX. 1.5 KM 2603254.9 |
 LX6507|---------------------------------------------------------------------|
 LX6507
 LX6507                          SUPERSEDED SURVEY CONTROL
 LX6507
 LX6507  NAD 83(1992)-  41 16 13.70757(N)    072 54 19.93666(W) AD(       ) 3
 LX6507  NAD 83(1986)-  41 16 13.70938(N)    072 54 19.94075(W) AD(       ) 3
 LX6507  NAD 27      -  41 16 13.36300(N)    072 54 21.57600(W) AD(       ) 3
 LX6507
 LX6507.Superseded values are not recommended for survey control.
 LX6507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6507.See file dsdata.txt to determine how the superseded data were derived.
 LX6507
 LX6507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7543170899(NAD 83)
 LX6507
 LX6507  HISTORY     - Date     Condition        Report By
 LX6507  HISTORY     - 1933     MONUMENTED       CGS
 LX6507
 LX6507                          STATION DESCRIPTION
 LX6507
 LX6507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6507'THIS IS A HARBOR LINE MARK OF THE ARMY ENGINEERS.  IT IS ON
 LX6507'THE SANDSTONE ABUTMENT OF TIDE GATES AT SW EXTREMITY
 LX6507'OF FORT HALE PARK.  IT IS ON THE N ABUTMENT WALL NEAR
 LX6507'CHANNEL THROUGH LEDGE FROM HARBOR TO MOAT OF OLD FORT
 LX6507'HALE.  STATION IS 0.615 METER FROM S FACE OF ABUTMENT AND 1.0
 LX6507'METER FROM W FACE OF ABUTMENT.
 LX6507'
 LX6507'CENTER IS 1/2 INCH BRASS PLUG CEMENTED IN CORNERSTONE AND
 LX6507'AT CENTER OF CROSS CUT IN THIS STONE.  STATION DETERMINED BY
 LX6507'TRAVERSE FROM STATION HALE AND AS AN INDEPENDENT STATION.
 LX6507'
 LX6507'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6524 ***********************************************************************
 LX6524  DESIGNATION -  HARBOR LINE MARK 38
 LX6524  PID         -  LX6524
 LX6524  STATE/COUNTY-  CT/NEW HAVEN
 LX6524  USGS QUAD   -  NEW HAVEN (1984)
 LX6524
 LX6524                         *CURRENT SURVEY CONTROL
 LX6524  ___________________________________________________________________
 LX6524* NAD 83(1996)-  41 17 55.46539(N)    072 54 21.68923(W)     ADJUSTED  
 LX6524* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6524  ___________________________________________________________________
 LX6524  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX6524  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6524
 LX6524  HORZ ORDER  -  SECOND
 LX6524
 LX6524.The horizontal coordinates were established by classical geodetic methods
 LX6524.and adjusted by the National Geodetic Survey in August 1998..
 LX6524
 LX6524.The orthometric height was scaled from a topographic map.
 LX6524
 LX6524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6524
 LX6524.The geoid height was determined by GEOID03.
 LX6524
 LX6524;                    North         East     Units Scale Factor Converg.
 LX6524;SPC CT       -   204,098.949   291,733.003   MT  0.99999150   -0 06 12.4
 LX6524;SPC CT       -   669,614.64    957,127.36   sFT  0.99999150   -0 06 12.4
 LX6524;SPC NY L     -   126,289.172   391,624.927   MT  1.00002551   +0 42 56.0
 LX6524;SPC NY L     -   414,333.73  1,284,856.11   sFT  1.00002551   +0 42 56.0
 LX6524;UTM  18      - 4,574,035.762   675,314.080   MT  0.99997827   +1 22 56.4
 LX6524
 LX6524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6524!SPC CT       -   1.00000472  x   0.99999150  =   0.99999622
 LX6524!SPC NY L     -   1.00000472  x   1.00002551  =   1.00003023
 LX6524!UTM  18      -   1.00000472  x   0.99997827  =   0.99998299
 LX6524
 LX6524:                Primary Azimuth Mark                     Grid Az
 LX6524:SPC CT       -  SOLDIERS MONUMENT                        002 10 23.9
 LX6524:SPC NY L     -  SOLDIERS MONUMENT                        001 21 15.5
 LX6524:UTM  18      -  SOLDIERS MONUMENT                        000 41 15.1
 LX6524
 LX6524|---------------------------------------------------------------------|
 LX6524| PID    Reference Object                     Distance      Geod. Az  |
 LX6524|                                                           dddmmss.s |
 LX6524| LX6504 SOLDIERS MONUMENT                   APPROX. 3.2 KM 0020411.5 |
 LX6524| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 1.6 KM 0322027.3 |
 LX6524|---------------------------------------------------------------------|
 LX6524
 LX6524                          SUPERSEDED SURVEY CONTROL
 LX6524
 LX6524  NAD 83(1992)-  41 17 55.46446(N)    072 54 21.68907(W) AD(       ) 2
 LX6524  NAD 83(1986)-  41 17 55.46722(N)    072 54 21.69264(W) AD(       ) 2
 LX6524  NAD 27      -  41 17 55.12100(N)    072 54 23.32500(W) AD(       ) 2
 LX6524
 LX6524.Superseded values are not recommended for survey control.
 LX6524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6524.See file dsdata.txt to determine how the superseded data were derived.
 LX6524
 LX6524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7531474036(NAD 83)
 LX6524
 LX6524  HISTORY     - Date     Condition        Report By
 LX6524  HISTORY     - 1933     MONUMENTED       CGS
 LX6524  HISTORY     - 1984     GOOD             USPSQD
 LX6524
 LX6524                          STATION DESCRIPTION
 LX6524
 LX6524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6524'THIS MARK IS A BRASS PLUG SET IN CONCRETE SIDEWALK ON THE S
 LX6524'SIDE OF FORBES AVENUE ON THE W APPROACH OF TOMLINSON BRIDGE.
 LX6524'
 LX6524'IT IS ON LINE WITH THE E FACE OF THE STEAMBOAT DOCK OF THE
 LX6524'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD COMPANY.
 LX6524'
 LX6524'CENTER IS 0.26 METER N OF THE FACE OF THE CONCRETE GUARD RAIL
 LX6524'OF THE BRIDGE AND 2.33 METERS S OF THE S CURB OF FORBES AVENUE.  IT
 LX6524'IS 1.85 METERS E OF AN OFF-SET IN THE CONCRETE GUARD RAIL.
 LX6524'
 LX6524'STATION WAS DETERMINED BY A THREE-POINT FIX.
 LX6524
 LX6524                          STATION RECOVERY (1984)
 LX6524
 LX6524'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6524'BRASS PLUG WAS FOUND IN GOOD SHAPE - HAD TO MOVE A TRUCK THAT WAS
 LX6524'PARKED OVER IT TO FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6481 ***********************************************************************
 LX6481  DESIGNATION -  HARBOR LINE MARK 60
 LX6481  PID         -  LX6481
 LX6481  STATE/COUNTY-  CT/NEW HAVEN
 LX6481  USGS QUAD   -  NEW HAVEN (1984)
 LX6481
 LX6481                         *CURRENT SURVEY CONTROL
 LX6481  ___________________________________________________________________
 LX6481* NAD 83(1996)-  41 16 05.48618(N)    072 55 23.65696(W)     ADJUSTED  
 LX6481* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6481  ___________________________________________________________________
 LX6481  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX6481  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6481
 LX6481  HORZ ORDER  -  THIRD
 LX6481
 LX6481.The horizontal coordinates were established by classical geodetic methods
 LX6481.and adjusted by the National Geodetic Survey in August 1998..
 LX6481
 LX6481.The orthometric height was scaled from a topographic map.
 LX6481
 LX6481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6481
 LX6481.The geoid height was determined by GEOID03.
 LX6481
 LX6481;                    North         East     Units Scale Factor Converg.
 LX6481;SPC CT       -   200,708.887   290,284.534   MT  0.99999382   -0 06 53.5
 LX6481;SPC CT       -   658,492.41    952,375.18   sFT  0.99999382   -0 06 53.5
 LX6481;SPC NY L     -   122,878.646   390,225.024   MT  1.00002148   +0 42 15.4
 LX6481;SPC NY L     -   403,144.36  1,280,263.27   sFT  1.00002148   +0 42 15.4
 LX6481;UTM  18      - 4,570,609.351   673,954.000   MT  0.99997242   +1 22 12.5
 LX6481
 LX6481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6481!SPC CT       -   1.00000473  x   0.99999382  =   0.99999855
 LX6481!SPC NY L     -   1.00000473  x   1.00002148  =   1.00002621
 LX6481!UTM  18      -   1.00000473  x   0.99997242  =   0.99997715
 LX6481
 LX6481:                Primary Azimuth Mark                     Grid Az
 LX6481:SPC CT       -  COKE                                     041 46 17.0
 LX6481:SPC NY L     -  COKE                                     040 57 08.1
 LX6481:UTM  18      -  COKE                                     040 17 11.0
 LX6481
 LX6481|---------------------------------------------------------------------|
 LX6481| PID    Reference Object                     Distance      Geod. Az  |
 LX6481|                                                           dddmmss.s |
 LX6481| LX6510 COKE                                APPROX. 2.2 KM 0413923.5 |
 LX6481| LX6483 SANDY                                 6.750 METERS 33524     |
 LX6481|---------------------------------------------------------------------|
 LX6481
 LX6481                          SUPERSEDED SURVEY CONTROL
 LX6481
 LX6481  NAD 83(1992)-  41 16 05.48524(N)    072 55 23.65674(W) AD(       ) 3
 LX6481  NAD 83(1986)-  41 16 05.48729(N)    072 55 23.66171(W) AD(       ) 3
 LX6481  NAD 27      -  41 16 05.14100(N)    072 55 25.29200(W) AD(       ) 3
 LX6481
 LX6481.Superseded values are not recommended for survey control.
 LX6481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6481.See file dsdata.txt to determine how the superseded data were derived.
 LX6481
 LX6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7395470609(NAD 83)
 LX6481
 LX6481  HISTORY     - Date     Condition        Report By
 LX6481  HISTORY     - 1933     MONUMENTED       CGS
 LX6481
 LX6481                          STATION DESCRIPTION
 LX6481
 LX6481'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6481'THIS STATION IS A HARBOR LINE MARK OF THE U.S. ARMY
 LX6481'ENGINEERS.  IT IS LOCATED ON SANDY POINT NEAR WHERE THE
 LX6481'SANDY POINT DYKE JOINS THE SHORE, AT THE EDGE OF THE GRASSY
 LX6481'AREA.  IT IS MARKED WITH A BRASS PLUG IN A SQUARE CONCRETE
 LX6481'MONUMENT, SET FLUSH WITH TOP OF GROUND.  PLUG IS STENCILLED
 LX6481'IN TOP U.S.H.L.
 LX6481'
 LX6481'REFERENCE MARK IS A DRILL HOLE AND CROWFOOT WITH LETTERS
 LX6481'U.S. IN A STONE AT W END OF DYKE, THUS, U.S.  REFERENCE MARK
 LX6481'BEARS S 26 DEG E (MAGNETIC) AND IS 17.12 METERS DISTANT
 LX6481'FROM STATION.
 LX6481'
 LX6481'SANDY BEARS N 10 DEG W (MAGNETIC) AND IS 6.75 METERS DISTANT.
 LX6481'
 LX6481'STATION WAS DETERMINED BY ANGLE AND DISTANCE FROM
 LX6481'SANDY AND AS AN INDEPENDENT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5766 ***********************************************************************
 LX5766  DESIGNATION -  HARDINGS BARN CUPOLA
 LX5766  PID         -  LX5766
 LX5766  STATE/COUNTY-  CT/NEW LONDON
 LX5766  USGS QUAD   -  HAMBURG (1984)
 LX5766
 LX5766                         *CURRENT SURVEY CONTROL
 LX5766  ___________________________________________________________________
 LX5766* NAD 83(1996)-  41 22 55.14677(N)    072 20 15.78521(W)     ADJUSTED  
 LX5766* NAVD 88     -                                                        
 LX5766  ___________________________________________________________________
 LX5766  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX5766  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX5766
 LX5766  HORZ ORDER  -  THIRD
 LX5766
 LX5766.The horizontal coordinates were established by classical geodetic methods
 LX5766.and adjusted by the National Geodetic Survey in August 1998..
 LX5766
 LX5766
 LX5766.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5766
 LX5766.The geoid height was determined by GEOID03.
 LX5766
 LX5766;                    North         East     Units Scale Factor Converg.
 LX5766;SPC CT       -   213,414.529   339,286.397   MT  0.99998663   +0 16 24.1
 LX5766;SPC CT       -   700,177.50  1,113,142.12   sFT  0.99998663   +0 16 24.1
 LX5766;UTM  18      - 4,584,582.830   722,614.579   MT  1.00020993   +1 45 38.5
 LX5766
 LX5766                          SUPERSEDED SURVEY CONTROL
 LX5766
 LX5766  NAD 83(1992)-  41 22 55.14586(N)    072 20 15.78481(W) AD(       ) 4
 LX5766  NAD 83(1986)-  41 22 55.14756(N)    072 20 15.78810(W) AD(       ) 4
 LX5766  NAD 27      -  41 22 54.79600(N)    072 20 17.50400(W) AD(       ) 3
 LX5766
 LX5766.Superseded values are not recommended for survey control.
 LX5766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5766.See file dsdata.txt to determine how the superseded data were derived.
 LX5766
 LX5766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2261584583(NAD 83)
 LX5766
 LX5766  HISTORY     - Date     Condition        Report By
 LX5766  HISTORY     - 1934     MONUMENTED       CGS
 LX5766  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5766  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5766
 LX5766                          STATION DESCRIPTION
 LX5766
 LX5766'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5766'THE FARM BUILDINGS BELONG TO THE NORA HARDING ESTATE AND ARE
 LX5766'ABOUT 0.7 MILE EASTERLY OF THE MAIN ROAD ROUTE 86.  THEY ARE
 LX5766'ALMOST S OF, AND CONSIDERABLY HIGHER THAN, THE SMALL GROUP OF
 LX5766'HOUSES CALLED STERLING CITY.
 LX5766'
 LX5766'THE PRINCIPAL BARN IS ABOUT 35 METERS NORTHEASTERLY OF THE
 LX5766'HOUSE.  SEVERAL OTHER BARNS ARE CLOSE TO THE SE CORNER AND A
 LX5766'WOODEN SILO CLOSE TO THE NE CORNER OF THIS BARN.  THE GABLE
 LX5766'ENDS OF THE BARN FACE E AND W.  THERE IS A SMALL SQUARE WOODEN
 LX5766'VENTILATING CUPOLA IN THE MIDDLE OF THE MAIN ROOF.  THE CUPOLA
 LX5766'HAS A PYRAMIDAL SHINGLED ROOF WITH A LONG WOODEN FINIAL AT THE
 LX5766'APEX.  THE FINIAL HAS A SIMPLE WEATHER VANE AT THE TOP.
 LX5766'
 LX5766'CENTER IS THE CUPOLA FINIAL.
 LX5766
 LX5766                          STATION RECOVERY (1948)
 LX5766
 LX5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5766'STATION RECOVERED AS DESCRIBED WITH ONE EXCEPTION--THE BARN IS
 LX5766'NOW THE PROPERTY OF FRED EMERSON.  THE DESCRIPTION IS ADEQUATE.
 LX5766
 LX5766                          STATION RECOVERY (1961)
 LX5766
 LX5766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5766'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5766'BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5760 ***********************************************************************
 LX5760  DESIGNATION -  HARDINGS CHIMNEY
 LX5760  PID         -  LX5760
 LX5760  STATE/COUNTY-  CT/NEW LONDON
 LX5760  USGS QUAD   -  HAMBURG (1984)
 LX5760
 LX5760                         *CURRENT SURVEY CONTROL
 LX5760  ___________________________________________________________________
 LX5760* NAD 83(1996)-  41 22 49.38751(N)    072 20 27.82549(W)     ADJUSTED  
 LX5760* NAVD 88     -                                                        
 LX5760  ___________________________________________________________________
 LX5760  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX5760  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX5760
 LX5760  HORZ ORDER  -  THIRD
 LX5760
 LX5760.The horizontal coordinates were established by classical geodetic methods
 LX5760.and adjusted by the National Geodetic Survey in August 1998..
 LX5760
 LX5760
 LX5760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5760
 LX5760.The geoid height was determined by GEOID03.
 LX5760
 LX5760;                    North         East     Units Scale Factor Converg.
 LX5760;SPC CT       -   213,235.528   339,007.483   MT  0.99998670   +0 16 16.1
 LX5760;SPC CT       -   699,590.23  1,112,227.05   sFT  0.99998670   +0 16 16.1
 LX5760;UTM  18      - 4,584,396.609   722,340.345   MT  1.00020842   +1 45 30.3
 LX5760
 LX5760                          SUPERSEDED SURVEY CONTROL
 LX5760
 LX5760  NAD 83(1992)-  41 22 49.38660(N)    072 20 27.82509(W) AD(       ) 4
 LX5760  NAD 83(1986)-  41 22 49.38832(N)    072 20 27.82837(W) AD(       ) 4
 LX5760  NAD 27      -  41 22 49.03700(N)    072 20 29.54400(W) AD(       ) 3
 LX5760
 LX5760.Superseded values are not recommended for survey control.
 LX5760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5760.See file dsdata.txt to determine how the superseded data were derived.
 LX5760
 LX5760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2234084397(NAD 83)
 LX5760
 LX5760  HISTORY     - Date     Condition        Report By
 LX5760  HISTORY     - 1934     MONUMENTED       CGS
 LX5760  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5760
 LX5760                          STATION DESCRIPTION
 LX5760
 LX5760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5760'THE COTTAGE OF RUTH HARDING IS ON THE S SIDE OF THE STERLING
 LX5760'CITY ROAD ABOUT 0.5 MILE FROM ROUTE 86.  IT IS ABOUT 70 METERS
 LX5760'S OF THE HIGHWAY.
 LX5760'
 LX5760'THE HOUSE IS A 1-1/2 STORY, WHITE, CLAPBOARDED STRUCTURE WITH
 LX5760'A SHINGLED ROOF.  IT HAS THREE GABLES, THE MAIN HOUSE EXTENDING
 LX5760'N AND S WITH ANOTHER WING SHOWING A GABLE TO THE EASTWARD.  TWO
 LX5760'CHIMNEYS SHOW, A SMALL ONE OF RED BRICK WHICH IS NEAR THE
 LX5760'INTERSECTION OF THE RIDGEPOLES AND AN OUTSIDE STONE CHIMNEY ON
 LX5760'THE W END NEAR THE NW CORNER OF THE HOUSE.
 LX5760'
 LX5760'CENTER IS THE CENTER LINE OF THE STONE CHIMNEY.
 LX5760
 LX5760                          STATION RECOVERY (1961)
 LX5760
 LX5760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5760'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5760'BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5785 ***********************************************************************
 LX5785  DESIGNATION -  HARDINGS WHITE SILO
 LX5785  PID         -  LX5785
 LX5785  STATE/COUNTY-  CT/NEW LONDON
 LX5785  USGS QUAD   -  OLD LYME (1976)
 LX5785
 LX5785                         *CURRENT SURVEY CONTROL
 LX5785  ___________________________________________________________________
 LX5785* NAD 83(1996)-  41 21 41.01761(N)    072 20 06.66688(W)     ADJUSTED  
 LX5785* NAVD 88     -                                                        
 LX5785  ___________________________________________________________________
 LX5785  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LX5785  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX5785
 LX5785  HORZ ORDER  -  THIRD
 LX5785
 LX5785.The horizontal coordinates were established by classical geodetic methods
 LX5785.and adjusted by the National Geodetic Survey in August 1998..
 LX5785
 LX5785
 LX5785.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5785
 LX5785.The geoid height was determined by GEOID03.
 LX5785
 LX5785;                    North         East     Units Scale Factor Converg.
 LX5785;SPC CT       -   211,128.691   339,509.238   MT  0.99998764   +0 16 30.2
 LX5785;SPC CT       -   692,678.05  1,113,873.23   sFT  0.99998764   +0 16 30.2
 LX5785;UTM  18      - 4,582,303.035   722,896.725   MT  1.00021148   +1 45 41.9
 LX5785
 LX5785                          SUPERSEDED SURVEY CONTROL
 LX5785
 LX5785  NAD 83(1992)-  41 21 41.01669(N)    072 20 06.66651(W) AD(       ) 4
 LX5785  NAD 83(1986)-  41 21 41.01845(N)    072 20 06.66985(W) AD(       ) 4
 LX5785  NAD 27      -  41 21 40.67300(N)    072 20 08.39000(W) AD(       ) 3
 LX5785
 LX5785.Superseded values are not recommended for survey control.
 LX5785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5785.See file dsdata.txt to determine how the superseded data were derived.
 LX5785
 LX5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2289782303(NAD 83)
 LX5785
 LX5785  HISTORY     - Date     Condition        Report By
 LX5785  HISTORY     - 1934     MONUMENTED       CGS
 LX5785  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5785
 LX5785                          STATION DESCRIPTION
 LX5785
 LX5785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5785'THE FARM OF R. L. HARDING IS ABOUT 0.8 MILE NORTHEASTERLY OF
 LX5785'ROUTE 86, ON THE BILL HILL ROAD.  THE FARM BUILDINGS ARE ON THE
 LX5785'W SIDE OF THE HIGHWAY.  THE BARN IS ABOUT 70 METERS W OF THE
 LX5785'CENTER LINE OF THE ROAD AND 25 METERS SW OF THE HOUSE.
 LX5785'
 LX5785'THERE ARE TWO SILOS JUST CLEAR OF THE NE CORNER OF THE
 LX5785'BARN.  THE MORE WESTERLY HAS NOT BEEN FINISHED AT THE TOP.  THE
 LX5785'EASTERLY SILO IS A WEATHERED WHITE IN COLOR WITH A STEEPLY
 LX5785'CONICAL GREEN ROOF.  THERE IS A WOODEN FINIAL AT THE APEX OF
 LX5785'THIS ROOF.
 LX5785'
 LX5785'CENTER IS THE CENTER LINE OF THIS FINIAL.
 LX5785
 LX5785                          STATION RECOVERY (1948)
 LX5785
 LX5785'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5785'THE SILOS WERE DESTROYED IN THE HURRICANE OF 1938.  IT IS
 LX5785'RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5250 ***********************************************************************
 LX5250  DESIGNATION -  HARKNESS WINDMILL
 LX5250  PID         -  LX5250
 LX5250  STATE/COUNTY-  CT/NEW LONDON
 LX5250  USGS QUAD   -  NEW LONDON (1984)
 LX5250
 LX5250                         *CURRENT SURVEY CONTROL
 LX5250  ___________________________________________________________________
 LX5250* NAD 83(1996)-  41 18 10.58159(N)    072 06 45.55364(W)     ADJUSTED  
 LX5250* NAVD 88     -                                                        
 LX5250  ___________________________________________________________________
 LX5250  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LX5250  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX5250
 LX5250  HORZ ORDER  -  THIRD
 LX5250
 LX5250.The horizontal coordinates were established by classical geodetic methods
 LX5250.and adjusted by the National Geodetic Survey in August 1998..
 LX5250
 LX5250
 LX5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5250
 LX5250.The geoid height was determined by GEOID03.
 LX5250
 LX5250;                    North         East     Units Scale Factor Converg.
 LX5250;SPC CT       -   204,750.325   358,176.627   MT  0.99999121   +0 25 21.4
 LX5250;SPC CT       -   671,751.69  1,175,117.82   sFT  0.99999121   +0 25 21.4
 LX5250;SPC NY L     -   127,886.142   458,054.845   MT  1.00002609   +1 14 04.1
 LX5250;SPC NY L     -   419,573.12  1,502,801.60   sFT  1.00002609   +1 14 04.1
 LX5250;UTM  18      - 4,576,409.081   741,728.361   MT  1.00031919   +1 54 24.1
 LX5250
 LX5250                          SUPERSEDED SURVEY CONTROL
 LX5250
 LX5250  NAD 83(1992)-  41 18 10.58035(N)    072 06 45.55282(W) AD(       ) 4
 LX5250  NAD 83(1986)-  41 18 10.58187(N)    072 06 45.55815(W) AD(       ) 4
 LX5250  NAD 27      -  41 18 10.23200(N)    072 06 47.28700(W) AD(       ) 3
 LX5250
 LX5250.Superseded values are not recommended for survey control.
 LX5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5250.See file dsdata.txt to determine how the superseded data were derived.
 LX5250
 LX5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4172876409(NAD 83)
 LX5250_MARKER: 66 = WINDMILL
 LX5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5250+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 LX5250
 LX5250  HISTORY     - Date     Condition        Report By
 LX5250  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5250  HISTORY     - 1954     GOOD             CGS
 LX5250  HISTORY     - 1965     GOOD             CGS
 LX5250  HISTORY     - 1966     GOOD             CGS
 LX5250  HISTORY     - 1984     GOOD             USPSQD
 LX5250  HISTORY     - 20011031 GOOD             USPSQD
 LX5250
 LX5250                          STATION DESCRIPTION
 LX5250
 LX5250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5250'THE WINDMILL ON THE E.S. HARKNESS ESTATE IS S OF THE SERVANTS
 LX5250'QUARTERS AND N OF THE E END OF THE MANSION.  THE TOWER IS SQUARE
 LX5250'AND MADE OF PRE-CAST CONCRETE BLOCKS.  THE CYLINDRICAL TANK IS
 LX5250'ALSO CONCRETE AND IS IN THE CENTER OF THE TOWER WITH A SQUARE
 LX5250'BALCONY AROUND THE BASE.  THE WINDMILL IS CENTERED ON TOP OF
 LX5250'THE TANK.
 LX5250'
 LX5250'THE STATION IS THE CENTER LINE OF THE TANK.  HEIGHT ABOUT 75
 LX5250'FEET ABOVE GROUND.
 LX5250
 LX5250                          STATION RECOVERY (1954)
 LX5250
 LX5250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5250'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LX5250'ADEQUATE AND COMPLETE, EXCEPT THAT THE WINDMILL BLADES ARE NOT
 LX5250'IN GOOD REPAIR, AND THE WINDMILL APPEARS TO BE NO LONGER USED,
 LX5250'AND THIS IS NOW THE HARKNESS MEMORIAL STATE PARK.
 LX5250
 LX5250                          STATION RECOVERY (1965)
 LX5250
 LX5250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WFD)
 LX5250'THE STRUCTURE STILL STANDS, WITHOUT VANES, BESIDE THE FORMER
 LX5250'HARKNESS MANSION, NOW A MUSEUM ON THE HARKNESS MEMORIAL STATE
 LX5250'PARK GROUNDS.
 LX5250
 LX5250                          STATION RECOVERY (1966)
 LX5250
 LX5250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5250'RECOVERED AS DESCRIBED--WINDMILL BLADES DESTROYED---REST OF
 LX5250'STRUCTURE STILL STANDING.
 LX5250'
 LX5250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5250'1 MILE SOUTH OF NEW LONDON.
 LX5250
 LX5250                          STATION RECOVERY (1984)
 LX5250
 LX5250'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5250'HARKNESS WINDMILL RECOVERED GOOD.
 LX5250'
 LX5250'RECOVERED AS DESCRIBED BY D.J.D. IN 1966.
 LX5250
 LX5250                          STATION RECOVERY (2001)
 LX5250
 LX5250'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5250'BALCONY NEEDS PAINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6651 ***********************************************************************
 LX6651  DESIGNATION -  HARTFORD ARSENAL FLAGSTAFF
 LX6651  PID         -  LX6651
 LX6651  STATE/COUNTY-  CT/HARTFORD
 LX6651  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6651
 LX6651                         *CURRENT SURVEY CONTROL
 LX6651  ___________________________________________________________________
 LX6651* NAD 83(1996)-  41 46 51.69121(N)    072 40 32.24936(W)     ADJUSTED  
 LX6651* NAVD 88     -                                                        
 LX6651  ___________________________________________________________________
 LX6651  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LX6651  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6651
 LX6651  HORZ ORDER  -  THIRD
 LX6651
 LX6651.The horizontal coordinates were established by classical geodetic methods
 LX6651.and adjusted by the National Geodetic Survey in August 1998..
 LX6651
 LX6651
 LX6651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6651
 LX6651.The geoid height was determined by GEOID03.
 LX6651
 LX6651;                    North         East     Units Scale Factor Converg.
 LX6651;SPC CT       -   257,653.735   310,983.683   MT  0.99999244   +0 02 57.5
 LX6651;SPC CT       -   845,318.96  1,020,285.63   sFT  0.99999244   +0 02 57.5
 LX6651;UTM  18      - 4,628,075.542   693,163.818   MT  1.00005917   +1 32 57.0
 LX6651
 LX6651                          SUPERSEDED SURVEY CONTROL
 LX6651
 LX6651  NAD 83(1996)-  41 46 51.69083(N)    072 40 32.24973(W) AD(       ) 4
 LX6651  NAD 83(1992)-  41 46 51.69107(N)    072 40 32.24966(W) AD(       ) 4
 LX6651  NAD 83(1992)-  41 46 51.69225(N)    072 40 32.25108(W) AD(       ) 4
 LX6651  NAD 83(1986)-  41 46 51.69255(N)    072 40 32.25077(W) AD(       ) 4
 LX6651  NAD 27      -  41 46 51.32833(N)    072 40 33.91608(W) AD(       ) 3
 LX6651
 LX6651.Superseded values are not recommended for survey control.
 LX6651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6651.See file dsdata.txt to determine how the superseded data were derived.
 LX6651
 LX6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9316428076(NAD 83)
 LX6651
 LX6651  HISTORY     - Date     Condition        Report By
 LX6651  HISTORY     - 1875     MONUMENTED       CGS
 LX6651  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6651
 LX6651                          STATION DESCRIPTION
 LX6651
 LX6651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6651'A FLAGSTAFF WAS FOUND AT THE APPROXIMATE GEOGRAPHIC POSITION OF
 LX6651'THIS STATION.  HOWEVER, THIS STATION SHOULD BE USED WITH
 LX6651'CAUTION, SINCE NO DESCRIPTION WAS AVAILABLE.  LOCAL INFORMATION
 LX6651'INDICATES, BUT DOES NOT VERIFY, THAT IT IS THE ORIGINAL
 LX6651'FLAGSTAFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6642 ***********************************************************************
 LX6642  DESIGNATION -  HARTFORD ASYLUM AVE CONG CH
 LX6642  PID         -  LX6642
 LX6642  STATE/COUNTY-  CT/HARTFORD
 LX6642  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6642
 LX6642                         *CURRENT SURVEY CONTROL
 LX6642  ___________________________________________________________________
 LX6642* NAD 83(1996)-  41 46 11.23111(N)    072 41 30.07360(W)     ADJUSTED  
 LX6642* NAVD 88     -                                                        
 LX6642  ___________________________________________________________________
 LX6642  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LX6642  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX6642
 LX6642  HORZ ORDER  -  THIRD
 LX6642
 LX6642.The horizontal coordinates were established by classical geodetic methods
 LX6642.and adjusted by the National Geodetic Survey in August 1998..
 LX6642
 LX6642
 LX6642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6642
 LX6642.The geoid height was determined by GEOID03.
 LX6642
 LX6642;                    North         East     Units Scale Factor Converg.
 LX6642;SPC CT       -   256,404.426   309,649.210   MT  0.99999161   +0 02 19.2
 LX6642;SPC CT       -   841,220.19  1,015,907.45   sFT  0.99999161   +0 02 19.2
 LX6642;UTM  18      - 4,626,791.654   691,862.414   MT  1.00005300   +1 32 17.3
 LX6642
 LX6642                          SUPERSEDED SURVEY CONTROL
 LX6642
 LX6642  NAD 83(1996)-  41 46 11.23072(N)    072 41 30.07382(W) AD(       ) 4
 LX6642  NAD 83(1992)-  41 46 11.23096(N)    072 41 30.07395(W) AD(       ) 4
 LX6642  NAD 83(1992)-  41 46 11.23216(N)    072 41 30.07513(W) AD(       ) 4
 LX6642  NAD 83(1986)-  41 46 11.23248(N)    072 41 30.07517(W) AD(       ) 4
 LX6642  NAD 27      -  41 46 10.86500(N)    072 41 31.74200(W) AD(       ) 3
 LX6642
 LX6642.Superseded values are not recommended for survey control.
 LX6642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6642.See file dsdata.txt to determine how the superseded data were derived.
 LX6642
 LX6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9186226792(NAD 83)
 LX6642
 LX6642  HISTORY     - Date     Condition        Report By
 LX6642  HISTORY     - 1875     MONUMENTED       COASUR
 LX6642  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6642  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6642  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6642
 LX6642                          STATION DESCRIPTION
 LX6642
 LX6642'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6642'THE ASYLUM HILL CONGREGATIONAL CHURCH IS ON THE N SIDE OF
 LX6642'ASYLUM AVENUE AND ON THE E SIDE OF HUNTINGTON STREET IN THE
 LX6642'TOWN OF HARTFORD.  THE CHURCH IS A BROWN SANDSTONE STRUCTURE
 LX6642'WITH A GABLE AT THE N AND S ENDS AND WAS ERECTED IN 1865.  THE
 LX6642'SPIRE IS ALSO MADE OF BROWN STONE AND IS SQUARE AT THE BASE
 LX6642'WITH A STONE CLOCK FACE IN EACH SIDE ABOVE THE ROOF OF THE
 LX6642'CHURCH AND JUST BELOW THE OCTAGONAL PART OF THE SPIRE.  THE
 LX6642'SPIRE IS AT THE FRONT OF THE CHURCH IN THE N AND S CENTER
 LX6642'LINE.  THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT
 LX6642'175 FEET.  IT WAS LOCATED BEFORE BUT THERE WAS NO DESCRIPTION
 LX6642'WRITTEN.
 LX6642
 LX6642                          STATION RECOVERY (1971)
 LX6642
 LX6642'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6642'GOOD.
 LX6642
 LX6642                          STATION RECOVERY (1978)
 LX6642
 LX6642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6642'THE STATION IS THE APEX OF THE SPIRE ATOP
 LX6642'THE HARTFORD ASYLUM HILL CONGREGATIONAL CHURCH
 LX6642'SPIRE.  IT IS A BROWN STONE STRUCTURE WITH A GABLE AT THE
 LX6642'NORTH AND SOUTH ENDS.  THE SPIRE IS ALSO MADE OF BROWN STONE
 LX6642'AND IS SQUARE AT THE BASE WITH A STONE CLOCK FACE IN
 LX6642'EACH SIDE ABOVE THE ROOF AND JUST BELOW THE
 LX6642'OCTAGONAL PART OF THE SPIRE.  IT IS APPROXIMATELY 175 FEET
 LX6642'IN HEIGHT.
 LX6642'
 LX6642'THE STATION WAS PREVIOUSLY LISTED AS HARTFORD ASYLUM AVE
 LX6642'CONG CHURCH SPIRE.  IT IS ON PROPERTY OWNED BY THE ASYLUM
 LX6642'HILL CONGREGATIONAL CHURCH, LOCATED ON THE NORTH SIDE OF
 LX6642'ASYLUM AVENUE AND ON THE EAST SIDE OF HUNTINGTON
 LX6642'STREET IN HARTFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6647 ***********************************************************************
 LX6647  DESIGNATION -  HARTFORD CAP HEAD OF VICTORY
 LX6647  PID         -  LX6647
 LX6647  STATE/COUNTY-  CT/HARTFORD
 LX6647  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6647
 LX6647                         *CURRENT SURVEY CONTROL
 LX6647  ___________________________________________________________________
 LX6647* NAD 83(1996)-  41 45 50.92948(N)    072 40 56.20581(W)     ADJUSTED  
 LX6647* NAVD 88     -                                                        
 LX6647  ___________________________________________________________________
 LX6647  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LX6647  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX6647
 LX6647  HORZ ORDER  -  THIRD
 LX6647
 LX6647.The horizontal coordinates were established by classical geodetic methods
 LX6647.and adjusted by the National Geodetic Survey in August 1998..
 LX6647
 LX6647
 LX6647.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6647
 LX6647.The geoid height was determined by GEOID03.
 LX6647
 LX6647;                    North         East     Units Scale Factor Converg.
 LX6647;SPC CT       -   255,778.647   310,431.934   MT  0.99999121   +0 02 41.7
 LX6647;SPC CT       -   839,167.11  1,018,475.44   sFT  0.99999121   +0 02 41.7
 LX6647;UTM  18      - 4,626,186.532   692,661.295   MT  1.00005678   +1 32 39.2
 LX6647
 LX6647                          SUPERSEDED SURVEY CONTROL
 LX6647
 LX6647  NAD 83(1996)-  41 45 50.92903(N)    072 40 56.20605(W) AD(       ) 4
 LX6647  NAD 83(1992)-  41 45 50.92932(N)    072 40 56.20610(W) AD(       ) 4
 LX6647  NAD 83(1992)-  41 45 50.93049(N)    072 40 56.20743(W) AD(       ) 4
 LX6647  NAD 83(1986)-  41 45 50.93084(N)    072 40 56.20733(W) AD(       ) 4
 LX6647  NAD 27      -  41 45 50.57000(N)    072 40 57.86600(W) AD(       ) 3
 LX6647
 LX6647.Superseded values are not recommended for survey control.
 LX6647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6647.See file dsdata.txt to determine how the superseded data were derived.
 LX6647
 LX6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9266126187(NAD 83)
 LX6647
 LX6647  HISTORY     - Date     Condition        Report By
 LX6647  HISTORY     - 1891     FIRST OBSERVED   CGS
 LX6647  HISTORY     - 1935     GOOD             CGS
 LX6647  HISTORY     - 1948     GOOD             CGS
 LX6647  HISTORY     - 1978     GOOD             NGS
 LX6647  HISTORY     - 1983     GOOD             NGS
 LX6647
 LX6647                          STATION DESCRIPTION
 LX6647
 LX6647'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6647'THE CAPITOL BUILDING IS ON THE NORTHERLY SIDE OF CAPITOL AVENUE AND
 LX6647'NW OF LAFAYETTE SQUARE IN THE CITY OF HARTFORD.  THE BUILDING IS
 LX6647'A MASSIVE STRUCTURE OF GRAY STONE.  THE HEAD OF VICTORY IS AT THE
 LX6647'TOP OF A SMALL SPIRE THAT IS ABOVE THE CENTER OF THE GILDED
 LX6647'DOME.  THE HEAD OF VICTORY FACES NORTHWARD.  THE STATION IS THE
 LX6647'HEAD OF THE STATUE.  HEIGHT ABOUT 200 FEET.  THE OBJECT WAS
 LX6647'RE-LOCATED.  THERE WAS NO PREVIOUS DESCRIPTION.
 LX6647
 LX6647                          STATION RECOVERY (1948)
 LX6647
 LX6647'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6647'STATION RECOVERED AS DESCRIBED, EXCEPT THE HEAD OF VICTORY
 LX6647'DESCRIBED HAS BEEN REMOVED AND ONLY A CUPOLA AND SPIRE REMAIN
 LX6647'ABOVE THE GILTED DOME.
 LX6647
 LX6647                          STATION RECOVERY (1978)
 LX6647
 LX6647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6647'THE STATION IS THE TOP CENTER OF THE HARTFORD CAPITOL SPIRE
 LX6647'THE BUILDING IS A MASSIVE STRUCTURE OF GRAY STONE AND
 LX6647'AND APPROXIMATELY 200 FEET IN HEIGHT.
 LX6647'
 LX6647'IT IS ON PROPERTY OWNED BY THE STATE OF CONNECTICUT AND IS
 LX6647'LOCATED ON THE NORTH SIDE OF CAPITOL AVENUE AND NORTHWEST
 LX6647'OF LAFAYETTE SQUARE IN THE CENTER OF HARTFORD.  THE STATION WAS
 LX6647'PREVIOUSLY LISTED AS HARTFORD CAPITOL HEAD OF VICTORY.
 LX6647
 LX6647                          STATION RECOVERY (1983)
 LX6647
 LX6647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DRM)
 LX6647'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX6647'
 LX6647'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HARTFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6657 ***********************************************************************
 LX6657  DESIGNATION -  HARTFORD CENTER CONG CH SPIRE
 LX6657  PID         -  LX6657
 LX6657  STATE/COUNTY-  CT/HARTFORD
 LX6657  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6657
 LX6657                         *CURRENT SURVEY CONTROL
 LX6657  ___________________________________________________________________
 LX6657* NAD 83(1996)-  41 45 52.48754(N)    072 40 26.91574(W)     ADJUSTED  
 LX6657* NAVD 88     -                                                        
 LX6657  ___________________________________________________________________
 LX6657  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LX6657  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX6657
 LX6657  HORZ ORDER  -  THIRD
 LX6657
 LX6657.The horizontal coordinates were established by classical geodetic methods
 LX6657.and adjusted by the National Geodetic Survey in August 1998..
 LX6657
 LX6657
 LX6657.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6657
 LX6657.The geoid height was determined by GEOID03.
 LX6657
 LX6657;                    North         East     Units Scale Factor Converg.
 LX6657;SPC CT       -   255,827.279   311,108.454   MT  0.99999124   +0 03 01.1
 LX6657;SPC CT       -   839,326.66  1,020,694.99   sFT  0.99999124   +0 03 01.1
 LX6657;UTM  18      - 4,626,252.853   693,336.356   MT  1.00005999   +1 32 58.8
 LX6657
 LX6657                          SUPERSEDED SURVEY CONTROL
 LX6657
 LX6657  NAD 83(1996)-  41 45 52.48711(N)    072 40 26.91597(W) AD(       ) 4
 LX6657  NAD 83(1992)-  41 45 52.48735(N)    072 40 26.91600(W) AD(       ) 4
 LX6657  NAD 83(1992)-  41 45 52.48859(N)    072 40 26.91737(W) AD(       ) 4
 LX6657  NAD 83(1986)-  41 45 52.48883(N)    072 40 26.91724(W) AD(       ) 4
 LX6657  NAD 27      -  41 45 52.12700(N)    072 40 28.59000(W) AD(       ) 3
 LX6657
 LX6657.Superseded values are not recommended for survey control.
 LX6657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6657.See file dsdata.txt to determine how the superseded data were derived.
 LX6657
 LX6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9333626253(NAD 83)
 LX6657
 LX6657  HISTORY     - Date     Condition        Report By
 LX6657  HISTORY     - 1875     MONUMENTED       COASUR
 LX6657  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6657  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6657
 LX6657                          STATION DESCRIPTION
 LX6657
 LX6657'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6657'THIS CHURCH IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF
 LX6657'GOLD AND MAIN STREET.  IT WAS ORGANIZED IN 1632 AND THE PRESENT
 LX6657'STRUCTURE ERECTED IN 1807.  IT IS NOW KNOWN AS THE FIRST CHURCH
 LX6657'OF CHRIST.  THE MAIN BUILDING IS RED BRICK WITH TWO PARALLEL
 LX6657'ROWS OF WINDOWS ALONG THE SIDES.  FOUR IONIC COLUMNS SUPPORT
 LX6657'THE PEDIMENT AT THE HEAD OF THE FLIGHT OF STONE ENTRANCE STEPS.
 LX6657'
 LX6657'THE TOWER IS IN FOUR PROGRESSIVELY SMALLER SECTIONS.  THE
 LX6657'BELFRY, JUST ABOVE THE CLOCK FACES IS SQUARE WITH THREE PILLARS
 LX6657'AT EACH CORNER.  NEXT SCTION IS OCTAGONAL WITH TWO PILLARS
 LX6657'AT EACH CORNER.  THIRD SECTION IS OCTAGONAL WITH SINGLE PILLAR
 LX6657'AT EACH CORNER.  TOP SECTION IS PLAIN AND SUPPORTS A LARGE WOODEN
 LX6657'FINIAL WITH TWO GILDED RINGS AND A BALL AT THE TOP.  THERE IS A
 LX6657'SIMPLE WEATHER VANE ABORE THE BALL.
 LX6657'
 LX6657'IT WAS NOT RE-DETERMINED IN 1935.
 LX6657
 LX6657                          STATION RECOVERY (1971)
 LX6657
 LX6657'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6657'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6662 ***********************************************************************
 LX6662  DESIGNATION -  HARTFORD CH OF GOOD SHEPHERD
 LX6662  PID         -  LX6662
 LX6662  STATE/COUNTY-  CT/HARTFORD
 LX6662  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6662
 LX6662                         *CURRENT SURVEY CONTROL
 LX6662  ___________________________________________________________________
 LX6662* NAD 83(1996)-  41 45 27.04979(N)    072 40 07.76495(W)     ADJUSTED  
 LX6662* NAVD 88     -                                                        
 LX6662  ___________________________________________________________________
 LX6662  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX6662  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX6662
 LX6662  HORZ ORDER  -  THIRD
 LX6662
 LX6662.The horizontal coordinates were established by classical geodetic methods
 LX6662.and adjusted by the National Geodetic Survey in August 1998..
 LX6662
 LX6662
 LX6662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6662
 LX6662.The geoid height was determined by GEOID03.
 LX6662
 LX6662;                    North         East     Units Scale Factor Converg.
 LX6662;SPC CT       -   255,042.872   311,551.546   MT  0.99999076   +0 03 13.8
 LX6662;SPC CT       -   836,753.16  1,022,148.70   sFT  0.99999076   +0 03 13.8
 LX6662;UTM  18      - 4,625,480.254   693,799.853   MT  1.00006220   +1 33 10.8
 LX6662
 LX6662                          SUPERSEDED SURVEY CONTROL
 LX6662
 LX6662  NAD 83(1996)-  41 45 27.04938(N)    072 40 07.76510(W) AD(       ) 4
 LX6662  NAD 83(1992)-  41 45 27.04956(N)    072 40 07.76524(W) AD(       ) 4
 LX6662  NAD 83(1992)-  41 45 27.05086(N)    072 40 07.76651(W) AD(       ) 4
 LX6662  NAD 83(1986)-  41 45 27.05119(N)    072 40 07.76653(W) AD(       ) 4
 LX6662  NAD 27      -  41 45 26.68600(N)    072 40 09.42700(W) AD(       ) 3
 LX6662
 LX6662.Superseded values are not recommended for survey control.
 LX6662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6662.See file dsdata.txt to determine how the superseded data were derived.
 LX6662
 LX6662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9380025480(NAD 83)
 LX6662
 LX6662  HISTORY     - Date     Condition        Report By
 LX6662  HISTORY     - 1875     MONUMENTED       COASUR
 LX6662  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6662  HISTORY     - 1974     SEE DESCRIPTION  CTGS
 LX6662
 LX6662                          STATION DESCRIPTION
 LX6662
 LX6662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6662'THE CHURCH IS AT THE SW CORNER OF THE INTERSECTION OF VAN BLOCK
 LX6662'AVENUE AND WYLLYS STREET.  IT IS A RATHER LOW BROWNSTONE BUILDING,
 LX6662'T-SHAPED IN PLAN, WITH THE MAIN PART AT A SLIGHT ANGLE WITH WYLLYS
 LX6662'STREET.  THE SPIRE RISES AT THE NW CORNER OF THE WING OF THE
 LX6662'CHURCH.  IT IS OCTAGONAL IN FORM AND BUILT OF THE SAME MATERIAL
 LX6662'AS THE CHURCH.  THERE ARE FOUR ARCHED BELFRY OPENINGS WITH AN
 LX6662'ORNAMENTAL GABLE AND STONE CROSS ABOVE EACH.
 LX6662'
 LX6662'THE SPIRE HAS AN ELABORATE FILIGREE CROSS AT THE APEX.
 LX6662'
 LX6662'CENTER IS THE APEX OF THE SPIRE.
 LX6662
 LX6662                          STATION RECOVERY (1974)
 LX6662
 LX6662'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (LBW)
 LX6662'TOWER IS 3 FEET OUT OF PLUMB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6659 ***********************************************************************
 LX6659  DESIGNATION -  HARTFORD CHENEY BLDG FLAGSTAFF
 LX6659  PID         -  LX6659
 LX6659  STATE/COUNTY-  CT/HARTFORD
 LX6659  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6659
 LX6659                         *CURRENT SURVEY CONTROL
 LX6659  ___________________________________________________________________
 LX6659* NAD 83(1996)-  41 46 03.96091(N)    072 40 22.34128(W)     ADJUSTED  
 LX6659* NAVD 88     -                                                        
 LX6659  ___________________________________________________________________
 LX6659  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LX6659  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX6659
 LX6659  HORZ ORDER  -  THIRD
 LX6659
 LX6659.The horizontal coordinates were established by classical geodetic methods
 LX6659.and adjusted by the National Geodetic Survey in August 1998..
 LX6659
 LX6659
 LX6659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6659
 LX6659.The geoid height was determined by GEOID03.
 LX6659
 LX6659;                    North         East     Units Scale Factor Converg.
 LX6659;SPC CT       -   256,181.350   311,213.801   MT  0.99999147   +0 03 04.1
 LX6659;SPC CT       -   840,488.31  1,021,040.61   sFT  0.99999147   +0 03 04.1
 LX6659;UTM  18      - 4,626,609.585   693,432.409   MT  1.00006045   +1 33 02.2
 LX6659
 LX6659                          SUPERSEDED SURVEY CONTROL
 LX6659
 LX6659  NAD 83(1996)-  41 46 03.96049(N)    072 40 22.34150(W) AD(       ) 4
 LX6659  NAD 83(1992)-  41 46 03.96073(N)    072 40 22.34154(W) AD(       ) 4
 LX6659  NAD 83(1992)-  41 46 03.96196(N)    072 40 22.34289(W) AD(       ) 4
 LX6659  NAD 83(1986)-  41 46 03.96224(N)    072 40 22.34278(W) AD(       ) 4
 LX6659  NAD 27      -  41 46 03.59700(N)    072 40 24.01900(W) AD(       ) 3
 LX6659
 LX6659.Superseded values are not recommended for survey control.
 LX6659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6659.See file dsdata.txt to determine how the superseded data were derived.
 LX6659
 LX6659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9343226610(NAD 83)
 LX6659
 LX6659  HISTORY     - Date     Condition        Report By
 LX6659  HISTORY     - 1891     MONUMENTED       CGS
 LX6659  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6659  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6659
 LX6659                          STATION DESCRIPTION
 LX6659
 LX6659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6659'THIS FIVE-STORY, BROWNSTONE BUILDING IS NOW KNOWN AS BROWN
 LX6659'THOMPSON AND COMPANY.  IT IS LOCATED AT THE NE CORNER OF
 LX6659'TEMPLE AND MAIN STREETS.
 LX6659'
 LX6659'AT THE SW CORNER OF THE BUILDING THE ROOF IS CARRIED UP IN
 LX6659'A SQUARE TOWER.  THIS TOWER HAS A PYRAMIDAL, TILE COVERED ROOF
 LX6659'WITH A FLAGSTAFF AT THE APEX.
 LX6659'
 LX6659'IT WAS NOT RE-DETERMINED IN 1935.
 LX6659
 LX6659                          STATION RECOVERY (1971)
 LX6659
 LX6659'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6659'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6668 ***********************************************************************
 LX6668  DESIGNATION -  HARTFORD COLTS EAST ELEV TANK
 LX6668  PID         -  LX6668
 LX6668  STATE/COUNTY-  CT/HARTFORD
 LX6668  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6668
 LX6668                         *CURRENT SURVEY CONTROL
 LX6668  ___________________________________________________________________
 LX6668* NAD 83(1996)-  41 45 19.29515(N)    072 39 41.66552(W)     ADJUSTED  
 LX6668* NAVD 88     -                                                        
 LX6668  ___________________________________________________________________
 LX6668  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LX6668  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX6668
 LX6668  HORZ ORDER  -  THIRD
 LX6668
 LX6668.The horizontal coordinates were established by classical geodetic methods
 LX6668.and adjusted by the National Geodetic Survey in August 1998..
 LX6668
 LX6668
 LX6668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6668
 LX6668.The geoid height was determined by GEOID03.
 LX6668
 LX6668;                    North         East     Units Scale Factor Converg.
 LX6668;SPC CT       -   254,804.217   312,154.715   MT  0.99999061   +0 03 31.1
 LX6668;SPC CT       -   835,970.17  1,024,127.59   sFT  0.99999061   +0 03 31.1
 LX6668;UTM  18      - 4,625,257.445   694,409.103   MT  1.00006511   +1 33 28.0
 LX6668
 LX6668                          SUPERSEDED SURVEY CONTROL
 LX6668
 LX6668  NAD 83(1996)-  41 45 19.29476(N)    072 39 41.66568(W) AD(       ) 4
 LX6668  NAD 83(1992)-  41 45 19.29494(N)    072 39 41.66579(W) AD(       ) 4
 LX6668  NAD 83(1992)-  41 45 19.29621(N)    072 39 41.66710(W) AD(       ) 4
 LX6668  NAD 83(1986)-  41 45 19.29647(N)    072 39 41.66709(W) AD(       ) 4
 LX6668  NAD 27      -  41 45 18.93500(N)    072 39 43.32900(W) AD(       ) 3
 LX6668
 LX6668.Superseded values are not recommended for survey control.
 LX6668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6668.See file dsdata.txt to determine how the superseded data were derived.
 LX6668
 LX6668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9440925257(NAD 83)
 LX6668
 LX6668  HISTORY     - Date     Condition        Report By
 LX6668  HISTORY     - 1935     MONUMENTED       CGS
 LX6668  HISTORY     - 1946     SEE DESCRIPTION  CGS
 LX6668  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6668
 LX6668                          STATION DESCRIPTION
 LX6668
 LX6668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCN)
 LX6668'THE COLTS PLANT IS ON THE W BANK OF THE CONNECTICUT RIVER E OF THE
 LX6668'TOWN CENTER.  THE BUILDINGS ARE OF BRICK AND CONCRETE CONSTRUCTION.
 LX6668'
 LX6668'THE TANK IS A CYLINDRICAL STEEL PLATE STRUCTURE WITH A
 LX6668'HEMISPHERICAL BOTTOM AND A CONICAL ROOF AND IS SUPPORTED ON FOUR
 LX6668'BUILT-UP STEEL COLUMNS.  THERE IS A RAIL BALCONY AROUND THE BASE
 LX6668'OF THE TANK.  THERE IS ANOTHER TANK OF THE SAME DESIGN, EXCEPT
 LX6668'THAT IT HAS THE WORDS COLTS ON THE SIDE NEAR THE CENTER OF THE
 LX6668'PLANT.
 LX6668'
 LX6668'THE STATION IS THE BALL AT THE APEX OF THE TANK THAT IS AT THE
 LX6668'NORTHEASTERLY CORNER OF THE COLT PLANT.  HEIGHT ABOUT 175 FEET.
 LX6668
 LX6668                          STATION RECOVERY (1946)
 LX6668
 LX6668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (LSB)
 LX6668'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  S OF THE COLTS
 LX6668'PLANT THAT IS ON THE W BANK OF THE CONNECTICUT RIVER, E OF THE
 LX6668'CENTER OF HARTFORD.  PREVIOUSLY LISTED AS COLTS E TANK (EL).
 LX6668
 LX6668                          STATION RECOVERY (1948)
 LX6668
 LX6668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6668'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6666 ***********************************************************************
 LX6666  DESIGNATION -  HARTFORD COLTS WEST ELEV TANK
 LX6666  PID         -  LX6666
 LX6666  STATE/COUNTY-  CT/HARTFORD
 LX6666  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6666
 LX6666                         *CURRENT SURVEY CONTROL
 LX6666  ___________________________________________________________________
 LX6666* NAD 83(1996)-  41 45 21.19297(N)    072 39 47.74478(W)     ADJUSTED  
 LX6666* NAVD 88     -                                                        
 LX6666  ___________________________________________________________________
 LX6666  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 LX6666  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX6666
 LX6666  HORZ ORDER  -  THIRD
 LX6666
 LX6666.The horizontal coordinates were established by classical geodetic methods
 LX6666.and adjusted by the National Geodetic Survey in August 1998..
 LX6666
 LX6666
 LX6666.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6666
 LX6666.The geoid height was determined by GEOID03.
 LX6666
 LX6666;                    North         East     Units Scale Factor Converg.
 LX6666;SPC CT       -   254,862.627   312,014.214   MT  0.99999065   +0 03 27.0
 LX6666;SPC CT       -   836,161.80  1,023,666.63   sFT  0.99999065   +0 03 27.0
 LX6666;UTM  18      - 4,625,312.163   694,267.112   MT  1.00006443   +1 33 24.0
 LX6666
 LX6666                          SUPERSEDED SURVEY CONTROL
 LX6666
 LX6666  NAD 83(1996)-  41 45 21.19258(N)    072 39 47.74494(W) AD(       ) 4
 LX6666  NAD 83(1992)-  41 45 21.19275(N)    072 39 47.74505(W) AD(       ) 4
 LX6666  NAD 83(1992)-  41 45 21.19403(N)    072 39 47.74636(W) AD(       ) 4
 LX6666  NAD 83(1986)-  41 45 21.19429(N)    072 39 47.74636(W) AD(       ) 4
 LX6666  NAD 27      -  41 45 20.83300(N)    072 39 49.40700(W) AD(       ) 3
 LX6666
 LX6666.Superseded values are not recommended for survey control.
 LX6666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6666.See file dsdata.txt to determine how the superseded data were derived.
 LX6666
 LX6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9426725312(NAD 83)
 LX6666
 LX6666  HISTORY     - Date     Condition        Report By
 LX6666  HISTORY     - 1935     MONUMENTED       CGS
 LX6666  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6666
 LX6666                          STATION DESCRIPTION
 LX6666
 LX6666'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6666'THE COLTS PLANT IS ON THE W BANK OF THE CONNECTICUT RIVER E OF THE
 LX6666'CENTER OF HARTFORD.  THE BUILDINGS ARE OF BRICK AND CONCRETE
 LX6666'CONSTRUCTION.
 LX6666'
 LX6666'THE TANK IS A CYLINDRICAL STEEL PLATE STRUCTURE WITH A
 LX6666'HEMISPHERICAL BOTTOM AND A CONICAL ROOF AND IS SUPPORTED ON FOUR
 LX6666'BUILT-UP STEEL COLUMNS.  THERE IS A NARROW RAIL BALCONY AROUND THE
 LX6666'BASE OF THE TANK.  THERE IS ANOTHER TANK OF THE SAME DESIGN AT
 LX6666'THE NORTHEASTERLY CORNER OF THE PLANT.
 LX6666'
 LX6666'THE STATION IS THE APEX OF THE TANK AT THE CENTER OF THE
 LX6666'PLANT.  HEIGHT ABOUT 125 FEET.
 LX6666
 LX6666                          STATION RECOVERY (1948)
 LX6666
 LX6666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6666'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6586 ***********************************************************************
 LX6586  DESIGNATION -  HARTFORD EAGLE PAPER MILL STK
 LX6586  PID         -  LX6586
 LX6586  STATE/COUNTY-  CT/HARTFORD
 LX6586  USGS QUAD   -  MANCHESTER (1992)
 LX6586
 LX6586                         *CURRENT SURVEY CONTROL
 LX6586  ___________________________________________________________________
 LX6586* NAD 83(1996)-  41 46 33.59597(N)    072 36 23.08596(W)     ADJUSTED  
 LX6586* NAVD 88     -                                                        
 LX6586  ___________________________________________________________________
 LX6586  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LX6586  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX6586
 LX6586  HORZ ORDER  -  THIRD
 LX6586
 LX6586.The horizontal coordinates were established by classical geodetic methods
 LX6586.and adjusted by the National Geodetic Survey in August 1998..
 LX6586
 LX6586
 LX6586.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6586
 LX6586.The geoid height was determined by GEOID03.
 LX6586
 LX6586;                    North         East     Units Scale Factor Converg.
 LX6586;SPC CT       -   257,102.714   316,738.451   MT  0.99999207   +0 05 42.7
 LX6586;SPC CT       -   843,511.15  1,039,166.07   sFT  0.99999207   +0 05 42.7
 LX6586;UTM  18      - 4,627,675.311   698,931.503   MT  1.00008700   +1 35 42.6
 LX6586
 LX6586                          SUPERSEDED SURVEY CONTROL
 LX6586
 LX6586  NAD 83(1996)-  41 46 33.59557(N)    072 36 23.08605(W) AD(       ) 4
 LX6586  NAD 83(1992)-  41 46 33.59583(N)    072 36 23.08612(W) AD(       ) 4
 LX6586  NAD 83(1992)-  41 46 33.59694(N)    072 36 23.08754(W) AD(       ) 4
 LX6586  NAD 83(1986)-  41 46 33.59729(N)    072 36 23.08748(W) AD(       ) 4
 LX6586  NAD 27      -  41 46 33.23800(N)    072 36 24.77200(W) AD(       ) 3
 LX6586
 LX6586.Superseded values are not recommended for survey control.
 LX6586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6586.See file dsdata.txt to determine how the superseded data were derived.
 LX6586
 LX6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9893227675(NAD 83)
 LX6586
 LX6586  HISTORY     - Date     Condition        Report By
 LX6586  HISTORY     - UNK      MONUMENTED
 LX6586  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6586
 LX6586                          STATION DESCRIPTION
 LX6586
 LX6586'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6586'NO DESCRIPTION WAS AVAILABLE ON THIS STATION.  THE GEOGRAPHIC
 LX6586'POSITION WAS INVESTIGATED IN THE FIELD AND ITS EXISTENCE COULD NOT
 LX6586'BE VERIFIED.  IF A GOOD DESCRIPTION IS NOT AVAILABLE, IT IS
 LX6586'RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6644 ***********************************************************************
 LX6644  DESIGNATION -  HARTFORD FOURTH CONG CH SPIRE
 LX6644  PID         -  LX6644
 LX6644  STATE/COUNTY-  CT/HARTFORD
 LX6644  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6644
 LX6644                         *CURRENT SURVEY CONTROL
 LX6644  ___________________________________________________________________
 LX6644* NAD 83(1996)-  41 46 46.48369(N)    072 41 20.51219(W)     ADJUSTED  
 LX6644* NAVD 88     -                                                        
 LX6644  ___________________________________________________________________
 LX6644  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LX6644  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6644
 LX6644  HORZ ORDER  -  THIRD
 LX6644
 LX6644.The horizontal coordinates were established by classical geodetic methods
 LX6644.and adjusted by the National Geodetic Survey in August 1998..
 LX6644
 LX6644
 LX6644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6644
 LX6644.The geoid height was determined by GEOID03.
 LX6644
 LX6644;                    North         East     Units Scale Factor Converg.
 LX6644;SPC CT       -   257,492.199   309,869.280   MT  0.99999233   +0 02 25.5
 LX6644;SPC CT       -   844,788.99  1,016,629.46   sFT  0.99999233   +0 02 25.5
 LX6644;UTM  18      - 4,627,884.881   692,053.953   MT  1.00005391   +1 32 24.7
 LX6644
 LX6644                          SUPERSEDED SURVEY CONTROL
 LX6644
 LX6644  NAD 83(1996)-  41 46 46.48329(N)    072 41 20.51231(W) AD(       ) 4
 LX6644  NAD 83(1992)-  41 46 46.48349(N)    072 41 20.51247(W) AD(       ) 4
 LX6644  NAD 83(1992)-  41 46 46.48478(N)    072 41 20.51372(W) AD(       ) 4
 LX6644  NAD 83(1986)-  41 46 46.48514(N)    072 41 20.51386(W) AD(       ) 4
 LX6644  NAD 27      -  41 46 46.12400(N)    072 41 22.17300(W) AD(       ) 3
 LX6644
 LX6644.Superseded values are not recommended for survey control.
 LX6644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6644.See file dsdata.txt to determine how the superseded data were derived.
 LX6644
 LX6644_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9205427885(NAD 83)
 LX6644
 LX6644  HISTORY     - Date     Condition        Report By
 LX6644  HISTORY     - 1935     MONUMENTED       CGS
 LX6644  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6644
 LX6644                          STATION DESCRIPTION
 LX6644
 LX6644'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6644'THE FOURTH CONGREGATIONAL CHURCH IS ON THE NORTHERLY SIDE OF
 LX6644'ALBANY AVENUE AND W OF BURTON STREET.  THE CHURCH IS A BRICK
 LX6644'STRUCTURE WITH A FLAT GABLE ROOF AND HAS TWO ROWS OF WINDOWS IN
 LX6644'EACH SIDE.  THE OVERHANGING GABLE AT THE FRONT OF THE CHURCH IS
 LX6644'SUPPORTED ON SIX FLUTED COLUMNS SPACED EQUALLY.  THE BASE OF
 LX6644'THE SPIRE IS SQUARE WITH A CLOCK FACE ON EACH SIDE OF THE LOWER
 LX6644'SECTION AND LOUVRES IN THE NEXT SECTION.  THE UPPER PART OF
 LX6644'THE SPIRE IS A CONE WITH A WEATHER VANE AT THE APEX.
 LX6644'
 LX6644'THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 175 FEET.
 LX6644
 LX6644                          STATION RECOVERY (1971)
 LX6644
 LX6644'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6644'GOOD
 LX6644'
 LX6644'THE CHURCH IS ON THE NORTHWEST CORNER OF ALBANY AVENUE AND
 LX6644'VINE STREET.  IT IS NOW THE HORACE BUSHNELL CONG. CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6658 ***********************************************************************
 LX6658  DESIGNATION -  HARTFORD FOURTH CONG CH SPIRE
 LX6658  PID         -  LX6658
 LX6658  STATE/COUNTY-  CT/HARTFORD
 LX6658  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6658
 LX6658                         *CURRENT SURVEY CONTROL
 LX6658  ___________________________________________________________________
 LX6658* NAD 83(1996)-  41 46 11.82295(N)    072 40 25.87291(W)     ADJUSTED  
 LX6658* NAVD 88     -                                                        
 LX6658  ___________________________________________________________________
 LX6658  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LX6658  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX6658
 LX6658  HORZ ORDER  -  THIRD
 LX6658
 LX6658.The horizontal coordinates were established by classical geodetic methods
 LX6658.and adjusted by the National Geodetic Survey in August 1998..
 LX6658
 LX6658
 LX6658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6658
 LX6658.The geoid height was determined by GEOID03.
 LX6658
 LX6658;                    North         East     Units Scale Factor Converg.
 LX6658;SPC CT       -   256,423.839   311,132.016   MT  0.99999163   +0 03 01.8
 LX6658;SPC CT       -   841,283.88  1,020,772.29   sFT  0.99999163   +0 03 01.8
 LX6658;UTM  18      - 4,626,849.867   693,344.300   MT  1.00006003   +1 33 00.1
 LX6658
 LX6658                          SUPERSEDED SURVEY CONTROL
 LX6658
 LX6658  NAD 83(1996)-  41 46 11.82254(N)    072 40 25.87309(W) AD(       ) 4
 LX6658  NAD 83(1992)-  41 46 11.82277(N)    072 40 25.87317(W) AD(       ) 4
 LX6658  NAD 83(1992)-  41 46 11.82400(N)    072 40 25.87448(W) AD(       ) 4
 LX6658  NAD 83(1986)-  41 46 11.82425(N)    072 40 25.87443(W) AD(       ) 4
 LX6658  NAD 27      -  41 46 11.46700(N)    072 40 27.54500(W) AD(       ) 3
 LX6658
 LX6658.Superseded values are not recommended for survey control.
 LX6658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6658.See file dsdata.txt to determine how the superseded data were derived.
 LX6658
 LX6658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9334426850(NAD 83)
 LX6658
 LX6658  HISTORY     - Date     Condition        Report By
 LX6658  HISTORY     - 1891     MONUMENTED       CGS
 LX6658  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6658
 LX6658                          STATION DESCRIPTION
 LX6658
 LX6658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6658'THERE IS NO DESCRIPTION FOR THIS STATION, BUT AFTER CHECKING THE
 LX6658'GEOGRAPHIC POSITION OF THIS STATION, IT WAS DETERMINED BEYOND
 LX6658'DOUBT THAT IT HAS BEEN DESTROYED.
 LX6658'
 LX6658'THIS STATION IS NOT TO BE CONFUSED WITH HARTFORD FOURTH
 LX6658'CONGREGATIONAL CHURCH SPIRE (1935).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6637 ***********************************************************************
 LX6637  DESIGNATION -  HARTFORD GAS HOLDER
 LX6637  PID         -  LX6637
 LX6637  STATE/COUNTY-  CT/HARTFORD
 LX6637  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6637
 LX6637                         *CURRENT SURVEY CONTROL
 LX6637  ___________________________________________________________________
 LX6637* NAD 83(1996)-  41 45 09.18170(N)    072 42 45.87173(W)     ADJUSTED  
 LX6637* NAVD 88     -                                                        
 LX6637  ___________________________________________________________________
 LX6637  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 LX6637  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6637
 LX6637  HORZ ORDER  -  THIRD
 LX6637
 LX6637.The horizontal coordinates were established by classical geodetic methods
 LX6637.and adjusted by the National Geodetic Survey in August 1998..
 LX6637
 LX6637
 LX6637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6637
 LX6637.The geoid height was determined by GEOID03.
 LX6637
 LX6637;                    North         East     Units Scale Factor Converg.
 LX6637;SPC CT       -   254,489.102   307,899.352   MT  0.99999042   +0 01 28.9
 LX6637;SPC CT       -   834,936.33  1,010,166.46   sFT  0.99999042   +0 01 28.9
 LX6637;UTM  18      - 4,624,831.091   690,163.165   MT  1.00004501   +1 31 24.9
 LX6637
 LX6637                          SUPERSEDED SURVEY CONTROL
 LX6637
 LX6637  NAD 83(1996)-  41 45 09.18123(N)    072 42 45.87202(W) AD(       ) 4
 LX6637  NAD 83(1992)-  41 45 09.18145(N)    072 42 45.87225(W) AD(       ) 4
 LX6637  NAD 83(1992)-  41 45 09.18280(N)    072 42 45.87321(W) AD(       ) 4
 LX6637  NAD 83(1986)-  41 45 09.18312(N)    072 42 45.87318(W) AD(       ) 4
 LX6637  NAD 27      -  41 45 08.81400(N)    072 42 47.53700(W) AD(       ) 3
 LX6637
 LX6637.Superseded values are not recommended for survey control.
 LX6637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6637.See file dsdata.txt to determine how the superseded data were derived.
 LX6637
 LX6637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9016324831(NAD 83)
 LX6637
 LX6637  HISTORY     - Date     Condition        Report By
 LX6637  HISTORY     - 1935     MONUMENTED       CGS
 LX6637  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6637  HISTORY     - 20040721 MARK NOT FOUND   GEOCAC
 LX6637
 LX6637                          STATION DESCRIPTION
 LX6637
 LX6637'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6637'PROPERTY OF THE HARTFORD GAS COMPANY.  IT IS LOCATED W OF
 LX6637'MADISON AVENUE NEAR THE SOUTHERLY END.
 LX6637'
 LX6637'THIS IS A WATERLESS TYPE GAS HOLDER.  THE STRUCTURE IS 20
 LX6637'SIDED IN PLAN, 222 FEET HIGH, AND 182 FEET IN DIAMETER.  A
 LX6637'TUBULAR ELEVATOR SHAFT IS ATTACHED TO THE SOUTHEASTERLY SIDE AND
 LX6637'PROJECTS ABOUT 30 FEET ABOVE THE ROOF.
 LX6637'
 LX6637'THERE IS A CIRCULAR VENTILATOR AT THE APEX OF THE ROOF.
 LX6637'
 LX6637'CENTER IS THE CENTER LINE OF THIS VENTILATOR.
 LX6637'
 LX6637'TRIANGULATION STATION GAS (M.D.S.H.C.) IS ALSO LOCATED ON
 LX6637'THIS VENTILATOR.
 LX6637
 LX6637                          STATION RECOVERY (1971)
 LX6637
 LX6637'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6637'GOOD
 LX6637
 LX6637                          STATION RECOVERY (2004)
 LX6637
 LX6637'RECOVERY NOTE BY GEOCACHING 2004 (LJL)
 LX6637'GAS TANK NO LONGER THERE.  A CHURCH IS THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6638 ***********************************************************************
 LX6638  DESIGNATION -  HARTFORD GOODWIN HOUSE TOWER
 LX6638  PID         -  LX6638
 LX6638  STATE/COUNTY-  CT/HARTFORD
 LX6638  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6638
 LX6638                         *CURRENT SURVEY CONTROL
 LX6638  ___________________________________________________________________
 LX6638* NAD 83(1996)-  41 46 23.23082(N)    072 42 02.87024(W)     ADJUSTED  
 LX6638* NAVD 88     -                                                        
 LX6638  ___________________________________________________________________
 LX6638  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LX6638  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX6638
 LX6638  HORZ ORDER  -  THIRD
 LX6638
 LX6638.The horizontal coordinates were established by classical geodetic methods
 LX6638.and adjusted by the National Geodetic Survey in August 1998..
 LX6638
 LX6638
 LX6638.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6638
 LX6638.The geoid height was determined by GEOID03.
 LX6638
 LX6638;                    North         East     Units Scale Factor Converg.
 LX6638;SPC CT       -   256,774.172   308,891.506   MT  0.99999185   +0 01 57.4
 LX6638;SPC CT       -   842,433.26  1,013,421.55   sFT  0.99999185   +0 01 57.4
 LX6638;UTM  18      - 4,627,141.467   691,095.249   MT  1.00004939   +1 31 55.7
 LX6638
 LX6638                          SUPERSEDED SURVEY CONTROL
 LX6638
 LX6638  NAD 83(1996)-  41 46 23.23043(N)    072 42 02.87046(W) AD(       ) 4
 LX6638  NAD 83(1992)-  41 46 23.23067(N)    072 42 02.87058(W) AD(       ) 4
 LX6638  NAD 83(1992)-  41 46 23.23189(N)    072 42 02.87178(W) AD(       ) 4
 LX6638  NAD 83(1986)-  41 46 23.23222(N)    072 42 02.87178(W) AD(       ) 4
 LX6638  NAD 27      -  41 46 22.87700(N)    072 42 04.54200(W) AD(       ) 3
 LX6638
 LX6638.Superseded values are not recommended for survey control.
 LX6638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6638.See file dsdata.txt to determine how the superseded data were derived.
 LX6638
 LX6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9109527141(NAD 83)
 LX6638
 LX6638  HISTORY     - Date     Condition        Report By
 LX6638  HISTORY     - UNK      MONUMENTED
 LX6638  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6638  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6638
 LX6638                          STATION DESCRIPTION
 LX6638
 LX6638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6638'THIS STATION WAS PROBABLY ON THE EXTENSIVE GRAY STONE RESIDENCE
 LX6638'AT THE NW CORNER OF THE INTERSECTION OF WOODLAND AND ASYLUM
 LX6638'STREETS.  THE ROOF IS COVERED WITH RED SLATE VARIED WITH ALTERNATE
 LX6638'NARROW STRIPS OF GRAY.  IT IS VERY IRREGULAR BEING BROKEN BY MANY
 LX6638'TOWERS AND SMALL GABLES.  THE DOMINANT TOWER IS NEAR THE E WALL
 LX6638'OF THE BUILDING.  IT HAS A LONG ROOF SLOPING UP FOUR WAYS TO A
 LX6638'SHORT E AND W RIDGE POLE.  THERE IS A SMALL TRIANGULAR WINDOW
 LX6638'IN EACH SIDE NEAR THE TOP.  THE RIDGE POLE HAS A SHORT FINIAL
 LX6638'AT EACH END.
 LX6638'
 LX6638'NOT RE-DETERMINED IN 1935.
 LX6638
 LX6638                          STATION RECOVERY (1971)
 LX6638
 LX6638'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6638'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6645 ***********************************************************************
 LX6645  DESIGNATION -  HARTFORD HIGH SCHOOL DOME
 LX6645  PID         -  LX6645
 LX6645  STATE/COUNTY-  CT/HARTFORD
 LX6645  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6645
 LX6645                         *CURRENT SURVEY CONTROL
 LX6645  ___________________________________________________________________
 LX6645* NAD 83(1996)-  41 46 00.17966(N)    072 41 04.74582(W)     ADJUSTED  
 LX6645* NAVD 88     -                                                        
 LX6645  ___________________________________________________________________
 LX6645  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LX6645  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX6645
 LX6645  HORZ ORDER  -  THIRD
 LX6645
 LX6645.The horizontal coordinates were established by classical geodetic methods
 LX6645.and adjusted by the National Geodetic Survey in August 1998..
 LX6645
 LX6645
 LX6645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6645
 LX6645.The geoid height was determined by GEOID03.
 LX6645
 LX6645;                    North         East     Units Scale Factor Converg.
 LX6645;SPC CT       -   256,063.883   310,234.455   MT  0.99999139   +0 02 36.0
 LX6645;SPC CT       -   840,102.92  1,017,827.54   sFT  0.99999139   +0 02 36.0
 LX6645;UTM  18      - 4,626,466.522   692,456.407   MT  1.00005581   +1 32 33.8
 LX6645
 LX6645                          SUPERSEDED SURVEY CONTROL
 LX6645
 LX6645  NAD 83(1996)-  41 46 00.17925(N)    072 41 04.74602(W) AD(       ) 4
 LX6645  NAD 83(1992)-  41 46 00.17948(N)    072 41 04.74611(W) AD(       ) 4
 LX6645  NAD 83(1992)-  41 46 00.18072(N)    072 41 04.74739(W) AD(       ) 4
 LX6645  NAD 83(1986)-  41 46 00.18096(N)    072 41 04.74733(W) AD(       ) 4
 LX6645  NAD 27      -  41 45 59.82200(N)    072 41 06.41800(W) AD(       ) 3
 LX6645
 LX6645.Superseded values are not recommended for survey control.
 LX6645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6645.See file dsdata.txt to determine how the superseded data were derived.
 LX6645
 LX6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9245626467(NAD 83)
 LX6645
 LX6645  HISTORY     - Date     Condition        Report By
 LX6645  HISTORY     - 1891     MONUMENTED       CGS
 LX6645  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6645  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6645
 LX6645                          STATION DESCRIPTION
 LX6645
 LX6645'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6645'THIS STATION IS ON THE SMALL DOME COVERING THE OBSERVATORY ON
 LX6645'THE OLDEST PART OF THE HARTFORD HIGH SCHOOL.  THIS SECTION IS
 LX6645'ON THE W SIDE OF HOPKINS STREET AT THE SE CORNER OF THE HIGH
 LX6645'SCHOOL GROUP.  THE TOWER SUPPORTING THE DOME IS ON THE E FACE
 LX6645'OF THE BUILDING, BETWEEN THE ENTRANCE AND THE BROAD A-GABLE
 LX6645'FACING E AT THE S END.
 LX6645'
 LX6645'IT WAS NOT RE-DETERMINED IN 1935.
 LX6645
 LX6645                          STATION RECOVERY (1948)
 LX6645
 LX6645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6645'STATION RECOVERED AS DESCRIBED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6646 ***********************************************************************
 LX6646  DESIGNATION -  HARTFORD HIGH SCHOOL VANE
 LX6646  PID         -  LX6646
 LX6646  STATE/COUNTY-  CT/HARTFORD
 LX6646  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6646
 LX6646                         *CURRENT SURVEY CONTROL
 LX6646  ___________________________________________________________________
 LX6646* NAD 83(1996)-  41 46 01.44707(N)    072 41 04.47653(W)     ADJUSTED  
 LX6646* NAVD 88     -                                                        
 LX6646  ___________________________________________________________________
 LX6646  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LX6646  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6646
 LX6646  HORZ ORDER  -  THIRD
 LX6646
 LX6646.The horizontal coordinates were established by classical geodetic methods
 LX6646.and adjusted by the National Geodetic Survey in August 1998..
 LX6646
 LX6646
 LX6646.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6646
 LX6646.The geoid height was determined by GEOID03.
 LX6646
 LX6646;                    North         East     Units Scale Factor Converg.
 LX6646;SPC CT       -   256,102.990   310,240.646   MT  0.99999142   +0 02 36.2
 LX6646;SPC CT       -   840,231.23  1,017,847.85   sFT  0.99999142   +0 02 36.2
 LX6646;UTM  18      - 4,626,505.780   692,461.573   MT  1.00005584   +1 32 34.0
 LX6646
 LX6646                          SUPERSEDED SURVEY CONTROL
 LX6646
 LX6646  NAD 83(1996)-  41 46 01.44666(N)    072 41 04.47673(W) AD(       ) 4
 LX6646  NAD 83(1992)-  41 46 01.44689(N)    072 41 04.47682(W) AD(       ) 4
 LX6646  NAD 83(1992)-  41 46 01.44813(N)    072 41 04.47810(W) AD(       ) 4
 LX6646  NAD 83(1986)-  41 46 01.44839(N)    072 41 04.47805(W) AD(       ) 4
 LX6646  NAD 27      -  41 46 01.08900(N)    072 41 06.14800(W) AD(       ) 3
 LX6646
 LX6646.Superseded values are not recommended for survey control.
 LX6646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6646.See file dsdata.txt to determine how the superseded data were derived.
 LX6646
 LX6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9246226506(NAD 83)
 LX6646
 LX6646  HISTORY     - Date     Condition        Report By
 LX6646  HISTORY     - 1891     MONUMENTED       CGS
 LX6646  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6646  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6646
 LX6646                          STATION DESCRIPTION
 LX6646
 LX6646'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6646'THIS STATION IS ON THE OLDEST UNIT OF THE HIGH SCHOOL PLANT.  THIS
 LX6646'UNIT FACES THE W SIDE OF HOPKINS STREET AND IS S OF THE ENTRANCE
 LX6646'STEPS.
 LX6646'
 LX6646'THE BUILDING IS OF RED BRICK WITH MANY GABLES THROUGH THE
 LX6646'EASTERLY ROOF.  THE TOWER IS SQUARE AND HAS A PYRAMIDAL ROOF
 LX6646'SLOPING TO A SHORT E AND W RIDGE POLE.  THERE ARE FOUR SMALL
 LX6646'CONICAL ORNAMENTAL TOWERS AT THE CORNERS OF THE ROOF.
 LX6646'
 LX6646'THERE IS A SIMILAR TOWER AT THE N SIDE OF THE ENTRANCE.  IT
 LX6646'SHOWS CLOCK FACES WHERE THE SOUTHERLY TOWER HAS LOWERED
 LX6646'OPENINGS.
 LX6646'
 LX6646'THE SOUTHERLY TOWER FORMERLY HAD AN 8-FOOT VANE AT
 LX6646'ITS TOP.  THIS HAS BEEN REMOVED.  THE BASE OF THE VANE WAS ABOUT
 LX6646'110 FEET ABOVE THE GROUND.
 LX6646'
 LX6646'IT WAS NOT RE-DETERMINED IN 1935.
 LX6646
 LX6646                          STATION RECOVERY (1948)
 LX6646
 LX6646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6646'STATION RECOVERED AS DESCRIBED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7036 ***********************************************************************
 LX7036  DESIGNATION -  HARTFORD INSANE RETREAT VANE
 LX7036  PID         -  LX7036
 LX7036  STATE/COUNTY-  CT/HARTFORD
 LX7036  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7036
 LX7036                         *CURRENT SURVEY CONTROL
 LX7036  ___________________________________________________________________
 LX7036* NAD 83(1996)-  41 44 58.78751(N)    072 40 55.45127(W)     ADJUSTED  
 LX7036* NAVD 88     -                                                        
 LX7036  ___________________________________________________________________
 LX7036  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 LX7036  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX7036
 LX7036  HORZ ORDER  -  THIRD
 LX7036
 LX7036.The horizontal coordinates were established by classical geodetic methods
 LX7036.and adjusted by the National Geodetic Survey in August 1998..
 LX7036
 LX7036
 LX7036.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7036
 LX7036.The geoid height was determined by GEOID03.
 LX7036
 LX7036;                    North         East     Units Scale Factor Converg.
 LX7036;SPC CT       -   254,169.973   310,450.628   MT  0.99999023   +0 02 42.2
 LX7036;SPC CT       -   833,889.32  1,018,536.77   sFT  0.99999023   +0 02 42.2
 LX7036;UTM  18      - 4,624,578.791   692,722.072   MT  1.00005707   +1 32 38.2
 LX7036
 LX7036                          SUPERSEDED SURVEY CONTROL
 LX7036
 LX7036  NAD 83(1996)-  41 44 58.78707(N)    072 40 55.45148(W) AD(       ) 4
 LX7036  NAD 83(1992)-  41 44 58.78727(N)    072 40 55.45156(W) AD(       ) 4
 LX7036  NAD 83(1992)-  41 44 58.78860(N)    072 40 55.45288(W) AD(       ) 4
 LX7036  NAD 83(1986)-  41 44 58.78886(N)    072 40 55.45282(W) AD(       ) 4
 LX7036  NAD 27      -  41 44 58.42400(N)    072 40 57.11600(W) AD(       ) 3
 LX7036
 LX7036.Superseded values are not recommended for survey control.
 LX7036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7036.See file dsdata.txt to determine how the superseded data were derived.
 LX7036
 LX7036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9272224579(NAD 83)
 LX7036
 LX7036  HISTORY     - Date     Condition        Report By
 LX7036  HISTORY     - 1891     MONUMENTED       CGS
 LX7036  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7036  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7036  HISTORY     - 19950922 GOOD             USPSQD
 LX7036
 LX7036                          STATION DESCRIPTION
 LX7036
 LX7036'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7036'THE INSANE RETREAT AT HARTFORD IS ON THE E SIDE OF WASHINGTON
 LX7036'STREET S OF RETREAT AVENUE.  THE MAIN BUILDING IS A LONG
 LX7036'FOUR-STORY BRICK STRUCTURE PAINTED GRAY AND HAS TWO WINGS ON
 LX7036'THE W SIDE.  THERE IS A HIGH PALING FENCE AROUND THE
 LX7036'GROUNDS.  THE VANE IS MADE OF STEEL AND IS IN THE CENTER OF THE
 LX7036'MAIN BUILDING.  THE STATION WAS NOT RELOCATED AND THERE IS NO
 LX7036'PREVIOUS DESCRIPTION.  HEIGHT ABOUT 60 FEET ABOVE GROUND.
 LX7036
 LX7036                          STATION RECOVERY (1971)
 LX7036
 LX7036'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX7036'GOOD
 LX7036
 LX7036                          STATION RECOVERY (1995)
 LX7036
 LX7036'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX7036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6674 ***********************************************************************
 LX6674  DESIGNATION -  HARTFORD JETTY LIGHT
 LX6674  PID         -  LX6674
 LX6674  STATE/COUNTY-  CT/HARTFORD
 LX6674  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6674
 LX6674                         *CURRENT SURVEY CONTROL
 LX6674  ___________________________________________________________________
 LX6674* NAD 83(1996)-  41 45 03.62066(N)    072 39 02.69128(W)     ADJUSTED  
 LX6674* NAVD 88     -                                                        
 LX6674  ___________________________________________________________________
 LX6674  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 LX6674  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX6674
 LX6674  HORZ ORDER  -  THIRD
 LX6674
 LX6674.The horizontal coordinates were established by classical geodetic methods
 LX6674.and adjusted by the National Geodetic Survey in August 1998..
 LX6674
 LX6674
 LX6674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6674
 LX6674.The geoid height was determined by GEOID03.
 LX6674
 LX6674;                    North         East     Units Scale Factor Converg.
 LX6674;SPC CT       -   254,321.605   313,055.646   MT  0.99999032   +0 03 56.9
 LX6674;SPC CT       -   834,386.80  1,027,083.40   sFT  0.99999032   +0 03 56.9
 LX6674;UTM  18      - 4,624,798.532   695,322.421   MT  1.00006949   +1 33 53.5
 LX6674
 LX6674                          SUPERSEDED SURVEY CONTROL
 LX6674
 LX6674  NAD 83(1996)-  41 45 03.62026(N)    072 39 02.69142(W) AD(       ) 4
 LX6674  NAD 83(1992)-  41 45 03.62042(N)    072 39 02.69145(W) AD(       ) 4
 LX6674  NAD 83(1992)-  41 45 03.62175(N)    072 39 02.69294(W) AD(       ) 4
 LX6674  NAD 83(1986)-  41 45 03.62204(N)    072 39 02.69294(W) AD(       ) 4
 LX6674  NAD 27      -  41 45 03.26000(N)    072 39 04.36000(W) AD(       ) 3
 LX6674
 LX6674.Superseded values are not recommended for survey control.
 LX6674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6674.See file dsdata.txt to determine how the superseded data were derived.
 LX6674
 LX6674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9532224799(NAD 83)
 LX6674
 LX6674  HISTORY     - Date     Condition        Report By
 LX6674  HISTORY     - UNK      MONUMENTED
 LX6674  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6674  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6674
 LX6674                          STATION DESCRIPTION
 LX6674
 LX6674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6674'THIS LIGHT IS AT THE S END OF A ROCK JETTY WHICH RUNS OUT INTO
 LX6674'THE RIVER S OF COLTS PIER.  IT IS NEAR THE W SHORE OF THE
 LX6674'CONNECTICUT RIVER AND JUST E OF THE HARTFORD LIGHT COMPANYS
 LX6674'STEAM PLANT.  THE LIGHT IS BUILT ON A CONCRETE BASE.  THE
 LX6674'FRAMEWORK IS OF ANGLE IRON WHICH SUPPORTS A WHITE TANK HOUSE ON
 LX6674'TOP OF WHICH IS A LIGHT.  THE LIGHT STANDS APPROXIMATELY 25
 LX6674'FEET ABOVE MEAN HIGH-WATER LINE AND IS NUMBERED 101.
 LX6674
 LX6674                          STATION RECOVERY (1969)
 LX6674
 LX6674'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6674'STATION RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY NOTE,
 LX6674'BY R.J.S., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6671 ***********************************************************************
 LX6671  DESIGNATION -  HARTFORD LIGHT CO EAST TOWER
 LX6671  PID         -  LX6671
 LX6671  STATE/COUNTY-  CT/HARTFORD
 LX6671  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6671
 LX6671                         *CURRENT SURVEY CONTROL
 LX6671  ___________________________________________________________________
 LX6671* NAD 83(1996)-  41 45 19.12670(N)    072 39 12.38153(W)     ADJUSTED  
 LX6671* NAVD 88     -                                                        
 LX6671  ___________________________________________________________________
 LX6671  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 LX6671  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX6671
 LX6671  HORZ ORDER  -  THIRD
 LX6671
 LX6671.The horizontal coordinates were established by classical geodetic methods
 LX6671.and adjusted by the National Geodetic Survey in August 1998..
 LX6671
 LX6671
 LX6671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6671
 LX6671.The geoid height was determined by GEOID03.
 LX6671
 LX6671;                    North         East     Units Scale Factor Converg.
 LX6671;SPC CT       -   254,799.745   312,831.234   MT  0.99999061   +0 03 50.5
 LX6671;SPC CT       -   835,955.50  1,026,347.14   sFT  0.99999061   +0 03 50.5
 LX6671;UTM  18      - 4,625,270.674   695,085.559   MT  1.00006835   +1 33 47.5
 LX6671
 LX6671                          SUPERSEDED SURVEY CONTROL
 LX6671
 LX6671  NAD 83(1996)-  41 45 19.12629(N)    072 39 12.38168(W) AD(       ) 4
 LX6671  NAD 83(1992)-  41 45 19.12650(N)    072 39 12.38181(W) AD(       ) 4
 LX6671  NAD 83(1992)-  41 45 19.12772(N)    072 39 12.38308(W) AD(       ) 4
 LX6671  NAD 83(1986)-  41 45 19.12806(N)    072 39 12.38315(W) AD(       ) 4
 LX6671  NAD 27      -  41 45 18.76600(N)    072 39 14.04300(W) AD(       ) 3
 LX6671
 LX6671.Superseded values are not recommended for survey control.
 LX6671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6671.See file dsdata.txt to determine how the superseded data were derived.
 LX6671
 LX6671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9508625271(NAD 83)
 LX6671_MARKER: 55 = TOWER
 LX6671
 LX6671  HISTORY     - Date     Condition        Report By
 LX6671  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX6671  HISTORY     - 1969     GOOD             CGS
 LX6671  HISTORY     - 1971     GOOD             CTGS
 LX6671  HISTORY     - 1983     GOOD             NGS
 LX6671
 LX6671                          STATION DESCRIPTION
 LX6671
 LX6671'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6671'THE TRANSMISSION TOWER OF THE HARTFORD ELECTRIC LIGHT COMPANY
 LX6671'ON THE E BANK OF THE CONNECTICUT RIVER IS A BUILT-UP STRUCTURAL
 LX6671'STEEL TOWER CONSISTING OF FOUR VERTICAL COLUMNS WHICH ARE LACED
 LX6671'TOGETHER BY HORIZONTAL BRACING TEN FEET APART AND DIAGONAL
 LX6671'BRACING BETWEEN.  AT THE TOP THERE ARE THREE CROSS-ARMS THAT
 LX6671'CARRY TWO WIRES EACH.
 LX6671'
 LX6671'THE STATION IS THE APEX OF THE TOWER.  HEIGHT ABOUT 200 FEET.
 LX6671
 LX6671                          STATION RECOVERY (1969)
 LX6671
 LX6671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6671'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6671'IS ADEQUATE WITH THE FOLLOWING ADDITION--THE TOWER IS PAINTED
 LX6671'RED AND WHITE.
 LX6671
 LX6671                          STATION RECOVERY (1971)
 LX6671
 LX6671'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6671'GOOD
 LX6671
 LX6671                          STATION RECOVERY (1983)
 LX6671
 LX6671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DRM)
 LX6671'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX6671'
 LX6671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HARTFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6672 ***********************************************************************
 LX6672  DESIGNATION -  HARTFORD LIGHT CO STACK
 LX6672  PID         -  LX6672
 LX6672  STATE/COUNTY-  CT/HARTFORD
 LX6672  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6672
 LX6672                         *CURRENT SURVEY CONTROL
 LX6672  ___________________________________________________________________
 LX6672* NAD 83(1996)-  41 45 00.62726(N)    072 39 09.33190(W)     ADJUSTED  
 LX6672* NAVD 88     -                                                        
 LX6672  ___________________________________________________________________
 LX6672  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LX6672  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX6672
 LX6672  HORZ ORDER  -  THIRD
 LX6672
 LX6672.The horizontal coordinates were established by classical geodetic methods
 LX6672.and adjusted by the National Geodetic Survey in August 1998..
 LX6672
 LX6672
 LX6672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6672
 LX6672.The geoid height was determined by GEOID03.
 LX6672
 LX6672;                    North         East     Units Scale Factor Converg.
 LX6672;SPC CT       -   254,229.078   312,902.329   MT  0.99999026   +0 03 52.5
 LX6672;SPC CT       -   834,083.23  1,026,580.39   sFT  0.99999026   +0 03 52.5
 LX6672;UTM  18      - 4,624,702.018   695,171.566   MT  1.00006877   +1 33 48.9
 LX6672
 LX6672                          SUPERSEDED SURVEY CONTROL
 LX6672
 LX6672  NAD 83(1996)-  41 45 00.62686(N)    072 39 09.33198(W) AD(       ) 4
 LX6672  NAD 83(1992)-  41 45 00.62709(N)    072 39 09.33205(W) AD(       ) 4
 LX6672  NAD 83(1992)-  41 45 00.62824(N)    072 39 09.33355(W) AD(       ) 4
 LX6672  NAD 83(1986)-  41 45 00.62863(N)    072 39 09.33343(W) AD(       ) 4
 LX6672  NAD 27      -  41 45 00.27000(N)    072 39 11.00000(W) AD(       ) 3
 LX6672
 LX6672.Superseded values are not recommended for survey control.
 LX6672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6672.See file dsdata.txt to determine how the superseded data were derived.
 LX6672
 LX6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9517224702(NAD 83)
 LX6672
 LX6672  HISTORY     - Date     Condition        Report By
 LX6672  HISTORY     - 1935     MONUMENTED       CGS
 LX6672  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6672  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LX6672  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6672
 LX6672                          STATION DESCRIPTION
 LX6672
 LX6672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6672'THE HARTFORD ELECTRIC LIGHT COMPANY PLANT IS ON THE W BANK OF THE
 LX6672'CONNECTICUT RIVER.  IN THE SOUTHEASTERLY PART OF TOWN.
 LX6672'
 LX6672'THE PLANT IS A LARGE BRICK BUILDING TRIMMED IN WHITE STONE.  IT
 LX6672'HAS THREE STACKS, ONE CONCRETE AND TWO METAL.  THE CONCRETE STACK
 LX6672'IS NEAR THE W END OF THE BUILDING AND IN THE E AND W CENTER LINE.
 LX6672'
 LX6672'THE STATION IS THE CENTER LINE OF THE CONCRETE STACK.  HEIGHT
 LX6672'ABOUT 200 FEET.
 LX6672
 LX6672                          STATION RECOVERY (1948)
 LX6672
 LX6672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6672'ORIGINAL DESCRIPTION ADEQUATE, BUT FOR THE FOLLOWING CHANGES--
 LX6672'
 LX6672'1.  THE STACK USED HAS HAD APPROXIMATELY 20 FEET OF TOP REMOVED,
 LX6672'BUT ITS HORIZONTAL POSITION HAS NOT BEEN CHANGED.
 LX6672'
 LX6672'2.  THERE HAS BEEN A NEW ADDITION TO PLANT AND THERE ARE NOW
 LX6672'FOUR STEEL STACKS AND THE CONCRETE STACK.
 LX6672
 LX6672                          STATION RECOVERY (1967)
 LX6672
 LX6672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 LX6672'THE STATION WAS RECOVERED AS DESCRIBED IN BOOK EXCEPT THAT NOW
 LX6672'THE PLANT HAS SIX STACKS.  FIVE OF THE STACKS ARE STEEL AND ONE
 LX6672'IS CONCRETE.  THE STATION IS THE CONCRETE STACK ON THE WESTERLY
 LX6672'PART OF THE BUILDING.
 LX6672
 LX6672                          STATION RECOVERY (1971)
 LX6672
 LX6672'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6672'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6670 ***********************************************************************
 LX6670  DESIGNATION -  HARTFORD LIGHT CO WEST TOWER
 LX6670  PID         -  LX6670
 LX6670  STATE/COUNTY-  CT/HARTFORD
 LX6670  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6670
 LX6670                         *CURRENT SURVEY CONTROL
 LX6670  ___________________________________________________________________
 LX6670* NAD 83(1996)-  41 45 08.62547(N)    072 39 28.66353(W)     ADJUSTED  
 LX6670* NAVD 88     -                                                        
 LX6670  ___________________________________________________________________
 LX6670  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 LX6670  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX6670
 LX6670  HORZ ORDER  -  THIRD
 LX6670
 LX6670.The horizontal coordinates were established by classical geodetic methods
 LX6670.and adjusted by the National Geodetic Survey in August 1998..
 LX6670
 LX6670
 LX6670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6670
 LX6670.The geoid height was determined by GEOID03.
 LX6670
 LX6670;                    North         East     Units Scale Factor Converg.
 LX6670;SPC CT       -   254,475.350   312,455.435   MT  0.99999041   +0 03 39.7
 LX6670;SPC CT       -   834,891.21  1,025,114.21   sFT  0.99999041   +0 03 39.7
 LX6670;UTM  18      - 4,624,936.533   694,718.347   MT  1.00006659   +1 33 36.3
 LX6670
 LX6670                          SUPERSEDED SURVEY CONTROL
 LX6670
 LX6670  NAD 83(1996)-  41 45 08.62503(N)    072 39 28.66364(W) AD(       ) 4
 LX6670  NAD 83(1992)-  41 45 08.62514(N)    072 39 28.66369(W) AD(       ) 4
 LX6670  NAD 83(1992)-  41 45 08.62663(N)    072 39 28.66518(W) AD(       ) 4
 LX6670  NAD 83(1986)-  41 45 08.62687(N)    072 39 28.66511(W) AD(       ) 4
 LX6670  NAD 27      -  41 45 08.25100(N)    072 39 30.31300(W) AD(       ) 3
 LX6670
 LX6670.Superseded values are not recommended for survey control.
 LX6670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6670.See file dsdata.txt to determine how the superseded data were derived.
 LX6670
 LX6670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9471824937(NAD 83)
 LX6670_MARKER: 55 = TOWER
 LX6670
 LX6670  HISTORY     - Date     Condition        Report By
 LX6670  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX6670  HISTORY     - 1946     GOOD             CGS
 LX6670  HISTORY     - 1969     GOOD             CGS
 LX6670  HISTORY     - 1971     GOOD             CTGS
 LX6670  HISTORY     - 1983     GOOD             NGS
 LX6670
 LX6670                          STATION DESCRIPTION
 LX6670
 LX6670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6670'THE TRANSMISSION TOWER OF THE HARTFORD ELECTRIC LIGHT COMPANY IS
 LX6670'ON THE W BANK OF THE CONNECTICUT RIVER AT THE INTERSECTION OF
 LX6670'WAWORME AVENUE AND THE ROAD ALONG THE RIVER BANK.  THE TOWER IS
 LX6670'A STRUCTURAL STEEL FABRICATED STRUCTURE WITH FOUR COLUMNS AND
 LX6670'H-BRACING EVERY TEN FEET.  THERE ARE THREE CROSS-ARMS AT THE TOP
 LX6670'OF THE TOWER EACH CARRYING TWO WIRES.
 LX6670'
 LX6670'THE STATION IS THE APEX OF THE TOWER.  HEIGHT ABOUT 200 FEET.
 LX6670
 LX6670                          STATION RECOVERY (1946)
 LX6670
 LX6670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 LX6670'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.  ON THE W BANK OF
 LX6670'THE CONNECTICUT RIVER, AT THE INTERSECTION OF WAWORME AVENUE
 LX6670'AND CHARTER OAK BRIDGE.
 LX6670
 LX6670                          STATION RECOVERY (1969)
 LX6670
 LX6670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6670'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LX6670'ADEQUATE WITH THE FOLLOWING ADDITION--THE TOWER IS NOW PAINTED
 LX6670'RED AND WHITE.
 LX6670
 LX6670                          STATION RECOVERY (1971)
 LX6670
 LX6670'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6670'GOOD
 LX6670
 LX6670                          STATION RECOVERY (1983)
 LX6670
 LX6670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DRM)
 LX6670'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX6670'
 LX6670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN HARTFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6655 ***********************************************************************
 LX6655  DESIGNATION -  HARTFORD NE SCHOOL HOUSE CHIM
 LX6655  PID         -  LX6655
 LX6655  STATE/COUNTY-  CT/HARTFORD
 LX6655  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6655
 LX6655                         *CURRENT SURVEY CONTROL
 LX6655  ___________________________________________________________________
 LX6655* NAD 83(1996)-  41 47 24.21672(N)    072 40 28.11428(W)     ADJUSTED  
 LX6655* NAVD 88     -                                                        
 LX6655  ___________________________________________________________________
 LX6655  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 LX6655  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX6655
 LX6655  HORZ ORDER  -  THIRD
 LX6655
 LX6655.The horizontal coordinates were established by classical geodetic methods
 LX6655.and adjusted by the National Geodetic Survey in August 1998..
 LX6655
 LX6655
 LX6655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6655
 LX6655.The geoid height was determined by GEOID03.
 LX6655
 LX6655;                    North         East     Units Scale Factor Converg.
 LX6655;SPC CT       -   258,657.305   311,078.296   MT  0.99999313   +0 03 00.3
 LX6655;SPC CT       -   848,611.51  1,020,596.04   sFT  0.99999313   +0 03 00.3
 LX6655;UTM  18      - 4,629,081.312   693,232.132   MT  1.00005949   +1 33 00.8
 LX6655
 LX6655                          SUPERSEDED SURVEY CONTROL
 LX6655
 LX6655  NAD 83(1996)-  41 47 24.21634(N)    072 40 28.11448(W) AD(       ) 4
 LX6655  NAD 83(1992)-  41 47 24.21660(N)    072 40 28.11459(W) AD(       ) 4
 LX6655  NAD 83(1992)-  41 47 24.21774(N)    072 40 28.11579(W) AD(       ) 4
 LX6655  NAD 83(1986)-  41 47 24.21808(N)    072 40 28.11550(W) AD(       ) 4
 LX6655  NAD 27      -  41 47 23.85700(N)    072 40 29.78700(W) AD(       ) 3
 LX6655
 LX6655.Superseded values are not recommended for survey control.
 LX6655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6655.See file dsdata.txt to determine how the superseded data were derived.
 LX6655
 LX6655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9323229081(NAD 83)
 LX6655
 LX6655  HISTORY     - Date     Condition        Report By
 LX6655  HISTORY     - UNK      MONUMENTED
 LX6655  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6655  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6655
 LX6655                          STATION DESCRIPTION
 LX6655
 LX6655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6655'THIS 3-STORY BRICK SCHOOL BUILDING IS LOCATED AT NUMBER 54
 LX6655'WESTLAND STREET.  THE OLDEST UNIT OF THE RAMBLING GROUP OF
 LX6655'BUILDINGS IS THE MORE EASTERLY OF THE TWO PARTS FACING THIS
 LX6655'STREET.
 LX6655'
 LX6655'THIS BUILDING IS H-SHAPED IN PLAN WITH TWO GABLES FACING
 LX6655'S.  RIDGE POLE OF THE MAIN PORTION IS PARALLEL TO WESTLAND
 LX6655'STREET.  EACH OF THE WINGS HAS A SMALL VENTILATING CUPOLA AT
 LX6655'THE RIDGE POLE.  A SLIM SQUARE RED BRICK CHIMNEY RISES THROUGH
 LX6655'THE MAIN ROOF ON A LINE BETWEEN THE TWO CUPOLAS AND IN LINE WITH
 LX6655'THE W WALL OF THE E WING.
 LX6655'
 LX6655'STATION WAS, EVIDENTLY, ON THIS CHIMNEY.
 LX6655'
 LX6655'IT WAS NOT RE-DETERMINED IN 1935.
 LX6655
 LX6655                          STATION RECOVERY (1971)
 LX6655
 LX6655'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6655'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6650 ***********************************************************************
 LX6650  DESIGNATION -  HARTFORD NORTH METH CHURCH
 LX6650  PID         -  LX6650
 LX6650  STATE/COUNTY-  CT/HARTFORD
 LX6650  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6650
 LX6650                         *CURRENT SURVEY CONTROL
 LX6650  ___________________________________________________________________
 LX6650* NAD 83(1996)-  41 46 57.42127(N)    072 40 34.29212(W)     ADJUSTED  
 LX6650* NAVD 88     -                                                        
 LX6650  ___________________________________________________________________
 LX6650  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LX6650  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6650
 LX6650  HORZ ORDER  -  THIRD
 LX6650
 LX6650.The horizontal coordinates were established by classical geodetic methods
 LX6650.and adjusted by the National Geodetic Survey in August 1998..
 LX6650
 LX6650
 LX6650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6650
 LX6650.The geoid height was determined by GEOID03.
 LX6650
 LX6650;                    North         East     Units Scale Factor Converg.
 LX6650;SPC CT       -   257,830.480   310,936.359   MT  0.99999256   +0 02 56.2
 LX6650;SPC CT       -   845,898.83  1,020,130.37   sFT  0.99999256   +0 02 56.2
 LX6650;UTM  18      - 4,628,251.000   693,111.880   MT  1.00005892   +1 32 55.8
 LX6650
 LX6650                          SUPERSEDED SURVEY CONTROL
 LX6650
 LX6650  NAD 83(1996)-  41 46 57.42087(N)    072 40 34.29225(W) AD(       ) 4
 LX6650  NAD 83(1992)-  41 46 57.42111(N)    072 40 34.29242(W) AD(       ) 4
 LX6650  NAD 83(1992)-  41 46 57.42231(N)    072 40 34.29363(W) AD(       ) 4
 LX6650  NAD 83(1986)-  41 46 57.42264(N)    072 40 34.29369(W) AD(       ) 4
 LX6650  NAD 27      -  41 46 57.06200(N)    072 40 35.95600(W) AD(       ) 3
 LX6650
 LX6650.Superseded values are not recommended for survey control.
 LX6650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6650.See file dsdata.txt to determine how the superseded data were derived.
 LX6650
 LX6650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9311228251(NAD 83)
 LX6650
 LX6650  HISTORY     - Date     Condition        Report By
 LX6650  HISTORY     - UNK      MONUMENTED
 LX6650  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6650  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6650
 LX6650                          STATION DESCRIPTION
 LX6650
 LX6650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6650'THIS CHURCH IS LOCATED AT NUMBER 2051 MAIN STREET.  IT IS NOW KNOWN
 LX6650'AS THE MAIN STREET A.M.E. ZION CHURCH.
 LX6650'
 LX6650'IT IS A RED BRICK STRUCTURE TRIMMED WITH GRAY STONE.
 LX6650'
 LX6650'THE SLIM SLATE-COVERED SPIRE IS AT THE SE CORNER OF THE
 LX6650'CHURCH.  A FEATURE OF THE BELFRY IS THE FOUR VERY LONG LOUVRED
 LX6650'OPENINGS EACH WITH A SLATE-COVERED GABLE ABOVE.  THE SPIRE IS
 LX6650'OCTAGON IN SECTION AND HAS FOUR TRIANGULAR OPENINGS NEAR THE
 LX6650'BOTTOM.
 LX6650'
 LX6650'CENTER IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 130 FEET.
 LX6650
 LX6650                          STATION RECOVERY (1971)
 LX6650
 LX6650'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6650'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6661 ***********************************************************************
 LX6661  DESIGNATION -  HARTFORD OLD ST HOUSE CUPOLA
 LX6661  PID         -  LX6661
 LX6661  STATE/COUNTY-  CT/HARTFORD
 LX6661  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6661
 LX6661                         *CURRENT SURVEY CONTROL
 LX6661  ___________________________________________________________________
 LX6661* NAD 83(1996)-  41 45 57.92289(N)    072 40 21.71456(W)     ADJUSTED  
 LX6661* NAVD 88     -                                                        
 LX6661  ___________________________________________________________________
 LX6661  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX6661  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX6661
 LX6661  HORZ ORDER  -  THIRD
 LX6661
 LX6661.The horizontal coordinates were established by classical geodetic methods
 LX6661.and adjusted by the National Geodetic Survey in August 1998..
 LX6661
 LX6661
 LX6661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6661
 LX6661.The geoid height was determined by GEOID03.
 LX6661
 LX6661;                    North         East     Units Scale Factor Converg.
 LX6661;SPC CT       -   255,995.077   311,228.443   MT  0.99999135   +0 03 04.5
 LX6661;SPC CT       -   839,877.18  1,021,088.65   sFT  0.99999135   +0 03 04.5
 LX6661;UTM  18      - 4,626,423.746   693,451.922   MT  1.00006054   +1 33 02.4
 LX6661
 LX6661                          SUPERSEDED SURVEY CONTROL
 LX6661
 LX6661  NAD 83(1996)-  41 45 57.92247(N)    072 40 21.71478(W) AD(       ) 4
 LX6661  NAD 83(1992)-  41 45 57.92271(N)    072 40 21.71482(W) AD(       ) 4
 LX6661  NAD 83(1992)-  41 45 57.92393(N)    072 40 21.71619(W) AD(       ) 4
 LX6661  NAD 83(1986)-  41 45 57.92421(N)    072 40 21.71610(W) AD(       ) 4
 LX6661  NAD 27      -  41 45 57.55400(N)    072 40 23.39400(W) AD(       ) 3
 LX6661
 LX6661.Superseded values are not recommended for survey control.
 LX6661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6661.See file dsdata.txt to determine how the superseded data were derived.
 LX6661
 LX6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9345226424(NAD 83)
 LX6661
 LX6661  HISTORY     - Date     Condition        Report By
 LX6661  HISTORY     - 1875     MONUMENTED       CGS
 LX6661  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6661  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6661  HISTORY     - 1984     GOOD             USPSQD
 LX6661
 LX6661                          STATION DESCRIPTION
 LX6661
 LX6661'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6661'THE FORMER CAPITAL BUILDING IS LOCATED IN THE TRIANGLE FORMED
 LX6661'BY STATE, PEARL AND MAIN STREETS.  IT IS BUILT OF BRICK, TRIMMED
 LX6661'WITH WHITE WOOD WORK.  THE BUILDING IS THREE-STORIES HIGH
 LX6661'WITH A CLOCK CUPOLA IN THE MIDDLE OF THE ROOF.  ABOVE THE CLOCK
 LX6661'IS A GILDED DOME WITH A GILDED FIGURE OF JUSTICE AT THE APEX.
 LX6661'
 LX6661'THE BUILDING HAS UNDERGONE SEVERAL RE-CONSTRUCTIONS BUT IT IS
 LX6661'BELIEVED THAT THE CUPOLA DOME REMAINS IN THE SAME RELATIVE
 LX6661'POSITION.
 LX6661'
 LX6661'IT WAS NOT RE-DETERMINED IN 1935.
 LX6661
 LX6661                          STATION RECOVERY (1948)
 LX6661
 LX6661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6661'STATION RECOVERED AS DESCRIBED IN 1935.
 LX6661
 LX6661                          STATION RECOVERY (1984)
 LX6661
 LX6661'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX6661'STATION FOUND GOOD.
 LX6661'
 LX6661'DESCRIPTION, AS PER G.C.M. IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6656 ***********************************************************************
 LX6656  DESIGNATION -  HARTFORD PEARL ST CONG CH
 LX6656  PID         -  LX6656
 LX6656  STATE/COUNTY-  CT/HARTFORD
 LX6656  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6656
 LX6656                         *CURRENT SURVEY CONTROL
 LX6656  ___________________________________________________________________
 LX6656* NAD 83(1996)-  41 45 58.02578(N)    072 40 27.51057(W)     ADJUSTED  
 LX6656* NAVD 88     -                                                        
 LX6656  ___________________________________________________________________
 LX6656  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LX6656  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX6656
 LX6656  HORZ ORDER  -  THIRD
 LX6656
 LX6656.The horizontal coordinates were established by classical geodetic methods
 LX6656.and adjusted by the National Geodetic Survey in August 1998..
 LX6656
 LX6656
 LX6656.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6656
 LX6656.The geoid height was determined by GEOID03.
 LX6656
 LX6656;                    North         East     Units Scale Factor Converg.
 LX6656;SPC CT       -   255,998.133   311,094.565   MT  0.99999135   +0 03 00.7
 LX6656;SPC CT       -   839,887.21  1,020,649.42   sFT  0.99999135   +0 03 00.7
 LX6656;UTM  18      - 4,626,423.297   693,318.000   MT  1.00005990   +1 32 58.6
 LX6656
 LX6656                          SUPERSEDED SURVEY CONTROL
 LX6656
 LX6656  NAD 83(1996)-  41 45 58.02536(N)    072 40 27.51076(W) AD(       ) 4
 LX6656  NAD 83(1992)-  41 45 58.02559(N)    072 40 27.51083(W) AD(       ) 4
 LX6656  NAD 83(1992)-  41 45 58.02684(N)    072 40 27.51215(W) AD(       ) 4
 LX6656  NAD 83(1986)-  41 45 58.02711(N)    072 40 27.51203(W) AD(       ) 4
 LX6656  NAD 27      -  41 45 57.66300(N)    072 40 29.18900(W) AD(       ) 3
 LX6656
 LX6656.Superseded values are not recommended for survey control.
 LX6656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6656.See file dsdata.txt to determine how the superseded data were derived.
 LX6656
 LX6656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9331826423(NAD 83)
 LX6656
 LX6656  HISTORY     - Date     Condition        Report By
 LX6656  HISTORY     - UNK      MONUMENTED
 LX6656  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6656
 LX6656                          STATION DESCRIPTION
 LX6656
 LX6656'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6656'NO DESCRIPTION WAS FURNISHED FOR THIS STATION.  UPON CHECKING
 LX6656'THE GEOGRAPHIC POSITION OF THIS STATION ON A RELIABLE CHART, IT
 LX6656'WAS FOUND THAT THERE IS NO CHURCH THERE, NOR IS THIS POINT
 LX6656'ON PEARL STREET.  UNLESS THERE IS A GOOD DESCRIPTION OF
 LX6656'THIS STATION, IT IS RECOMMENDED THAT IT BE CLASSIFIED AS
 LX6656'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7050 ***********************************************************************
 LX7050  DESIGNATION -  HARTFORD PRATT WHITNEY TANK
 LX7050  PID         -  LX7050
 LX7050  STATE/COUNTY-  CT/HARTFORD
 LX7050  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7050
 LX7050                         *CURRENT SURVEY CONTROL
 LX7050  ___________________________________________________________________
 LX7050* NAD 83(1996)-  41 44 57.34667(N)    072 38 14.35331(W)     ADJUSTED  
 LX7050* NAVD 88     -                                                        
 LX7050  ___________________________________________________________________
 LX7050  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LX7050  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7050
 LX7050  HORZ ORDER  -  THIRD
 LX7050
 LX7050.The horizontal coordinates were established by classical geodetic methods
 LX7050.and adjusted by the National Geodetic Survey in August 1998..
 LX7050
 LX7050
 LX7050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7050
 LX7050.The geoid height was determined by GEOID03.
 LX7050
 LX7050;                    North         East     Units Scale Factor Converg.
 LX7050;SPC CT       -   254,129.409   314,172.668   MT  0.99999020   +0 04 29.0
 LX7050;SPC CT       -   833,756.24  1,030,748.16   sFT  0.99999020   +0 04 29.0
 LX7050;UTM  18      - 4,624,635.610   696,444.181   MT  1.00007490   +1 34 25.5
 LX7050
 LX7050                          SUPERSEDED SURVEY CONTROL
 LX7050
 LX7050  NAD 83(1996)-  41 44 57.34623(N)    072 38 14.35342(W) AD(       ) 4
 LX7050  NAD 83(1992)-  41 44 57.34647(N)    072 38 14.35357(W) AD(       ) 4
 LX7050  NAD 83(1992)-  41 44 57.34767(N)    072 38 14.35484(W) AD(       ) 4
 LX7050  NAD 83(1986)-  41 44 57.34801(N)    072 38 14.35481(W) AD(       ) 4
 LX7050  NAD 27      -  41 44 56.98600(N)    072 38 16.01800(W) AD(       ) 3
 LX7050
 LX7050.Superseded values are not recommended for survey control.
 LX7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7050.See file dsdata.txt to determine how the superseded data were derived.
 LX7050
 LX7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9644424636(NAD 83)
 LX7050
 LX7050  HISTORY     - Date     Condition        Report By
 LX7050  HISTORY     - 1935     MONUMENTED       CGS
 LX7050  HISTORY     - 1936     SEE DESCRIPTION  CTGS
 LX7050  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX7050  HISTORY     - 1946     SEE DESCRIPTION  CGS
 LX7050  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LX7050  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX7050  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX7050  HISTORY     - 1979     MARK NOT FOUND   NGS
 LX7050
 LX7050                          STATION DESCRIPTION
 LX7050
 LX7050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7050'THE PRATT AND WHITNEY AIRCRAFT COMPANY IS ON THE E SIDE OF ROUTE
 LX7050'15 IN THE S PART OF EAST HARTFORD.  THE TANK IS A CYLINDRICAL STEEL
 LX7050'PLATE STRUCTURE WITH A HEMI-SPHERICAL BOTTOM AND A CONICAL
 LX7050'ROOF.  IT IS PAINTED BLACK AND YELLOW CHECKS AND IS SUPPORTED ON
 LX7050'FOUR BUILT-UP STRUCTURAL STEEL COLUMNS.  THERE IS A NARROW RAIL
 LX7050'BALCONY AROUND THE BASE OF THE TANK.
 LX7050'
 LX7050'THE STATION IS THE BASE OF THE BALL AT THE APEX OF THE
 LX7050'TANK.  HEIGHT ABOUT 125 FEET.
 LX7050
 LX7050                          STATION RECOVERY (1936)
 LX7050
 LX7050'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1936
 LX7050'THE LARGE BLACK AND YELLOW WATER TANK IS SITUATED JUST W OF THE
 LX7050'PRATT AND WHITNEY AIRPORT.  THE TANK IS OWNED BY THE PRATT AND
 LX7050'WHITNEY, AIRCRAFT MANUFACTURERS.  THIS SIGN IS PAINTED ON THE
 LX7050'TANK.  IT IS ABOUT 120 FEET HIGH, ABOUT 3 MILES SE OF THE CITY
 LX7050'OF HARTFORD ON ROUTE 15.  THE POINT OBSERVED ON WAS THE FINIAL ON
 LX7050'THE TOP.
 LX7050'
 LX7050'OBSERVED FROM - WICKHAM
 LX7050
 LX7050                          STATION RECOVERY (1942)
 LX7050
 LX7050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 LX7050'RECOVERED, IN GOOD CONDITION, AS DESCRIBED.  THE TANK IS NOW
 LX7050'PAINTED DARK GREEN.  A SIMILAR TANK HAS BEEN ERECTED ON THE
 LX7050'PROPERTY OF PRATT AND WHITNEY, IN THE PARKING AREA AND NEAR THE
 LX7050'AIRFIELD AND IS PAINTED DARK GREEN AND YELLOW CHECKERED.
 LX7050'
 LX7050'THE TANK MENTIONED IN THE DESCRIPTION OF 1935 IS NEAR THE
 LX7050'POWER HOUSE AND STACK.
 LX7050
 LX7050                          STATION RECOVERY (1946)
 LX7050
 LX7050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 LX7050'PREVIOUSLY LISTED AT PRATT WHITNEY TANK.  RECOVERED AS
 LX7050'DESCRIBED.  DESCRIPTION ADEQUATE, BUT TANK IS NOW PAINTED RED
 LX7050'AND WHITE.  NEAR THE PRATT AND WHITNEY PLANT, ON THE E SIDE
 LX7050'OF ROUTE 15 CLOSE TO THE PRATT AND WHITNEY STACK.
 LX7050
 LX7050                          STATION RECOVERY (1967)
 LX7050
 LX7050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JLM)
 LX7050'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1935 DESCRIPTION WITH
 LX7050'THE FOLLOWING EXCEPTIONS.
 LX7050'
 LX7050'THE TANK IS NOW PAINTED IN A RED AND WHITE CHECKERED PATTERN
 LX7050'AND HAS AN ANTENNA ATTACHED TO THE NORTHWEST SIDE OF THE TANK.  THE
 LX7050'TANK IS ON THE EAST SIDE OF ROUTE 15 OR MAIN STREET, EAST HARTFORD,
 LX7050'CONN.
 LX7050
 LX7050                          STATION RECOVERY (1975)
 LX7050
 LX7050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (PDC)
 LX7050'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LX7050'
 LX7050'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7050'AT RENTSCHLER FIELD EAST HARTFORD.
 LX7050
 LX7050                          STATION RECOVERY (1978)
 LX7050
 LX7050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7050'THIS STATION WAS DISMANTLED, BUT, NOT UNTILL IT HAD
 LX7050'BEEN INTERSECTED FROM TRIANGULATION STATIONS BOTTI AND
 LX7050'WICKHAM 1935.
 LX7050'
 LX7050'THE STATION WAS PREVIOUSLY LISTED AS THE HARTFORD
 LX7050'PRATT AND WHITNEY ELEV TANK.
 LX7050'
 LX7050'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
 LX7050
 LX7050                          STATION RECOVERY (1979)
 LX7050
 LX7050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 LX7050'LOST-STACK STILL REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6667 ***********************************************************************
 LX6667  DESIGNATION -  HARTFORD SAGES HOUSE TOWER
 LX6667  PID         -  LX6667
 LX6667  STATE/COUNTY-  CT/HARTFORD
 LX6667  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6667
 LX6667                         *CURRENT SURVEY CONTROL
 LX6667  ___________________________________________________________________
 LX6667* NAD 83(1996)-  41 48 00.99475(N)    072 39 42.45461(W)     ADJUSTED  
 LX6667* NAVD 88     -                                                        
 LX6667  ___________________________________________________________________
 LX6667  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX6667  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6667
 LX6667  HORZ ORDER  -  THIRD
 LX6667
 LX6667.The horizontal coordinates were established by classical geodetic methods
 LX6667.and adjusted by the National Geodetic Survey in August 1998..
 LX6667
 LX6667
 LX6667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6667
 LX6667.The geoid height was determined by GEOID03.
 LX6667
 LX6667;                    North         East     Units Scale Factor Converg.
 LX6667;SPC CT       -   259,792.993   312,131.393   MT  0.99999394   +0 03 30.6
 LX6667;SPC CT       -   852,337.51  1,024,051.08   sFT  0.99999394   +0 03 30.6
 LX6667;UTM  18      - 4,630,244.263   694,255.203   MT  1.00006437   +1 33 32.3
 LX6667
 LX6667                          SUPERSEDED SURVEY CONTROL
 LX6667
 LX6667  NAD 83(1996)-  41 48 00.99438(N)    072 39 42.45475(W) AD(       ) 4
 LX6667  NAD 83(1992)-  41 48 00.99466(N)    072 39 42.45483(W) AD(       ) 4
 LX6667  NAD 83(1992)-  41 48 00.99575(N)    072 39 42.45613(W) AD(       ) 4
 LX6667  NAD 83(1986)-  41 48 00.99610(N)    072 39 42.45601(W) AD(       ) 4
 LX6667  NAD 27      -  41 48 00.63500(N)    072 39 44.12700(W) AD(       ) 3
 LX6667
 LX6667.Superseded values are not recommended for survey control.
 LX6667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6667.See file dsdata.txt to determine how the superseded data were derived.
 LX6667
 LX6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9425530244(NAD 83)
 LX6667
 LX6667  HISTORY     - Date     Condition        Report By
 LX6667  HISTORY     - UNK      MONUMENTED
 LX6667  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6667  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6667  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6667
 LX6667                          STATION DESCRIPTION
 LX6667
 LX6667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6667'THE OLD HOUSE OF MRS. SAGE IS ON THE WESTERLY SIDE OF MAIN
 LX6667'STREET ACROSS THE STREET FROM THE FULLER BRUSH COMPANY.  THE
 LX6667'HOUSE IS A 2-1/2 STORY BROWN BRICK BUILDING WITH A VERY
 LX6667'STEEP HIP ROOF.  THERE IS A SMALL GABLE ON THE E SIDE OF THE
 LX6667'HOUSE THAT HAS A SEMI-CIRCULAR WINDOW IN IT.  THE TOWER IS
 LX6667'TURRET SHAPED WITH A CONICAL SLATE ROOF THAT IS SURMOUNTED BY
 LX6667'A FINIAL.  THE TOWER IS AT THE SOUTHEASTERLY CORNER OF THE
 LX6667'BUILDING AND IS MADE OF BRICK TO THE SECOND-STORY.  THE NEXT
 LX6667'SECTION IS MADE OF WOOD.  THERE ARE THREE SETS OF WINDOWS IN
 LX6667'THE TOWER.  THE PROPERTY BELONGS TO THE SAGE FAMILY.  THE
 LX6667'TOWER WAS NOT RELOCATED AND THERE IS NO PREVIOUS DESCRIPTION.
 LX6667'HEIGHT ABOUT 60 FEET.
 LX6667
 LX6667                          STATION RECOVERY (1948)
 LX6667
 LX6667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6667'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LX6667'WITH THE FOLLOWING EXCEPTION--THE PROPERTY NOW BELONGS TO THE
 LX6667'FULLER BRUSH COMPANY.
 LX6667
 LX6667                          STATION RECOVERY (1971)
 LX6667
 LX6667'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6667'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6654 ***********************************************************************
 LX6654  DESIGNATION -  HARTFORD SOUTH BAP CH SPIRE
 LX6654  PID         -  LX6654
 LX6654  STATE/COUNTY-  CT/HARTFORD
 LX6654  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6654
 LX6654                         *CURRENT SURVEY CONTROL
 LX6654  ___________________________________________________________________
 LX6654* NAD 83(1996)-  41 45 42.05739(N)    072 40 29.59234(W)     ADJUSTED  
 LX6654* NAVD 88     -                                                        
 LX6654  ___________________________________________________________________
 LX6654  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LX6654  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX6654
 LX6654  HORZ ORDER  -  THIRD
 LX6654
 LX6654.The horizontal coordinates were established by classical geodetic methods
 LX6654.and adjusted by the National Geodetic Survey in August 1998..
 LX6654
 LX6654
 LX6654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6654
 LX6654.The geoid height was determined by GEOID03.
 LX6654
 LX6654;                    North         East     Units Scale Factor Converg.
 LX6654;SPC CT       -   255,505.432   311,046.908   MT  0.99999104   +0 02 59.3
 LX6654;SPC CT       -   838,270.74  1,020,493.06   sFT  0.99999104   +0 02 59.3
 LX6654;UTM  18      - 4,625,929.484   693,283.249   MT  1.00005974   +1 32 56.7
 LX6654
 LX6654                          SUPERSEDED SURVEY CONTROL
 LX6654
 LX6654  NAD 83(1996)-  41 45 42.05695(N)    072 40 29.59257(W) AD(       ) 4
 LX6654  NAD 83(1992)-  41 45 42.05718(N)    072 40 29.59260(W) AD(       ) 4
 LX6654  NAD 83(1992)-  41 45 42.05843(N)    072 40 29.59397(W) AD(       ) 4
 LX6654  NAD 83(1986)-  41 45 42.05874(N)    072 40 29.59384(W) AD(       ) 4
 LX6654  NAD 27      -  41 45 41.69500(N)    072 40 31.26700(W) AD(       ) 3
 LX6654
 LX6654.Superseded values are not recommended for survey control.
 LX6654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6654.See file dsdata.txt to determine how the superseded data were derived.
 LX6654
 LX6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9328325929(NAD 83)
 LX6654
 LX6654  HISTORY     - Date     Condition        Report By
 LX6654  HISTORY     - 1875     MONUMENTED       COASUR
 LX6654  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6654
 LX6654                          STATION DESCRIPTION
 LX6654
 LX6654'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6654'NO DESCRIPTION COULD BE FOUND FOR THIS STATION, BUT IT IS
 LX6654'RECOMMENDED THAT IT BE CONSIDERED DESTROYED.  LOCAL INFORMATION
 LX6654'DISCLOSES THAT THIS CHURCH WAS TORN DOWN AND A CHURCH KNOWN AS
 LX6654'CENTER BAPTIST CHURCH WAS BUILT ABOUT 1924 AND HAS NO SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6653 ***********************************************************************
 LX6653  DESIGNATION -  HARTFORD SOUTH CONG CH SPIRE
 LX6653  PID         -  LX6653
 LX6653  STATE/COUNTY-  CT/HARTFORD
 LX6653  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6653
 LX6653                         *CURRENT SURVEY CONTROL
 LX6653  ___________________________________________________________________
 LX6653* NAD 83(1996)-  41 45 34.72697(N)    072 40 31.74071(W)     ADJUSTED  
 LX6653* NAVD 88     -                                                        
 LX6653  ___________________________________________________________________
 LX6653  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 LX6653  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX6653
 LX6653  HORZ ORDER  -  THIRD
 LX6653
 LX6653.The horizontal coordinates were established by classical geodetic methods
 LX6653.and adjusted by the National Geodetic Survey in August 1998..
 LX6653
 LX6653
 LX6653.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6653
 LX6653.The geoid height was determined by GEOID03.
 LX6653
 LX6653;                    North         East     Units Scale Factor Converg.
 LX6653;SPC CT       -   255,279.231   310,997.477   MT  0.99999090   +0 02 57.9
 LX6653;SPC CT       -   837,528.61  1,020,330.89   sFT  0.99999090   +0 02 57.9
 LX6653;UTM  18      - 4,625,702.051   693,239.750   MT  1.00005953   +1 32 55.0
 LX6653
 LX6653                          SUPERSEDED SURVEY CONTROL
 LX6653
 LX6653  NAD 83(1996)-  41 45 34.72650(N)    072 40 31.74091(W) AD(       ) 4
 LX6653  NAD 83(1992)-  41 45 34.72673(N)    072 40 31.74102(W) AD(       ) 4
 LX6653  NAD 83(1992)-  41 45 34.72802(N)    072 40 31.74229(W) AD(       ) 4
 LX6653  NAD 83(1986)-  41 45 34.72832(N)    072 40 31.74225(W) AD(       ) 4
 LX6653  NAD 27      -  41 45 34.36800(N)    072 40 33.40400(W) AD(       ) 3
 LX6653
 LX6653.Superseded values are not recommended for survey control.
 LX6653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6653.See file dsdata.txt to determine how the superseded data were derived.
 LX6653
 LX6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9324025702(NAD 83)
 LX6653
 LX6653  HISTORY     - Date     Condition        Report By
 LX6653  HISTORY     - 1875     MONUMENTED       COASUR
 LX6653  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6653  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6653
 LX6653                          STATION DESCRIPTION
 LX6653
 LX6653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6653'THE SOUTH CONGREGATIONAL CHURCH IS ON THE W SIDE OF MAIN STREET S OF
 LX6653'BUCKINGHAM AVENUE.  THE CHURCH IS A BROWN BRICK BUILDING WITH A
 LX6653'LOW FLAT GABLE ROOF.  THE OVERHANGING GABLE IS SUPPORTED ON 4
 LX6653'PLAIN WOOD COLUMNS SPACED EQUALLY.  THERE ARE THREE DOORS IN THE
 LX6653'FRONT OF THE CHURCH.  THE BASE OF THE TOWER IS SQUARE, MADE
 LX6653'OF BRICK AND IS AT THE FRONT CENTER OF THE BUILDING.  THERE
 LX6653'IS A CLOCK FACE IN EACH SIDE OF THE BASE.  THE UPPER PART IS
 LX6653'OCTAGONAL WITH A SECTION THAT HAS A COLUMN AT EACH CORNER AND
 LX6653'THEN A SHORT SMOOTH SECTION ABOVE THIS WHICH IS SURMOUNTED BY
 LX6653'A WEATHER VANE.  HEIGHT ABOUT 175 FEET.  THE STATION WAS
 LX6653'RELOCATED.  THERE IS NO PREVIOUS DESCRIPTION.
 LX6653
 LX6653                          STATION RECOVERY (1971)
 LX6653
 LX6653'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6653'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6648 ***********************************************************************
 LX6648  DESIGNATION -  HARTFORD SOUTH SCHOOL CUPOLA
 LX6648  PID         -  LX6648
 LX6648  STATE/COUNTY-  CT/HARTFORD
 LX6648  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6648
 LX6648                         *CURRENT SURVEY CONTROL
 LX6648  ___________________________________________________________________
 LX6648* NAD 83(1996)-  41 45 33.51623(N)    072 40 42.67767(W)     ADJUSTED  
 LX6648* NAVD 88     -                                                        
 LX6648  ___________________________________________________________________
 LX6648  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LX6648  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX6648
 LX6648  HORZ ORDER  -  THIRD
 LX6648
 LX6648.The horizontal coordinates were established by classical geodetic methods
 LX6648.and adjusted by the National Geodetic Survey in August 1998..
 LX6648
 LX6648
 LX6648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6648
 LX6648.The geoid height was determined by GEOID03.
 LX6648
 LX6648;                    North         East     Units Scale Factor Converg.
 LX6648;SPC CT       -   255,241.663   310,744.861   MT  0.99999088   +0 02 50.6
 LX6648;SPC CT       -   837,405.36  1,019,502.10   sFT  0.99999088   +0 02 50.6
 LX6648;UTM  18      - 4,625,657.884   692,988.186   MT  1.00005833   +1 32 47.7
 LX6648
 LX6648                          SUPERSEDED SURVEY CONTROL
 LX6648
 LX6648  NAD 83(1996)-  41 45 33.51580(N)    072 40 42.67786(W) AD(       ) 4
 LX6648  NAD 83(1992)-  41 45 33.51601(N)    072 40 42.67794(W) AD(       ) 4
 LX6648  NAD 83(1992)-  41 45 33.51733(N)    072 40 42.67926(W) AD(       ) 4
 LX6648  NAD 83(1986)-  41 45 33.51729(N)    072 40 42.67921(W) AD(       ) 4
 LX6648  NAD 27      -  41 45 33.15600(N)    072 40 44.34900(W) AD(       ) 3
 LX6648
 LX6648.Superseded values are not recommended for survey control.
 LX6648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6648.See file dsdata.txt to determine how the superseded data were derived.
 LX6648
 LX6648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9298825658(NAD 83)
 LX6648
 LX6648  HISTORY     - Date     Condition        Report By
 LX6648  HISTORY     - 1891     MONUMENTED       CGS
 LX6648  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6648  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6648  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6648
 LX6648                          STATION DESCRIPTION
 LX6648
 LX6648'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6648'THE CHAUNCEY HARRIS SCHOOL OR SOUTH SCHOOL IS ON THE E SIDE OF
 LX6648'WADSWORTH STREET BETWEEN PARK STREET AND BUCKINGHAM STREET.  THE
 LX6648'SCHOOL IS A 4-STORY BROWN BRICK BUILDING WITH A SANDSTONE
 LX6648'BASEMENT AND TRIMMING.  THE ROOF IS VERY STEEP AND MADE OF
 LX6648'SLATE SHINGLES.  ON THE W SIDE BETWEEN THE THIRD AND FOURTH
 LX6648'FLOORS IS A BUILT-IN PLATE WHICH READS SOUTH SCHOOL
 LX6648'1769-1886.  ABOVE THE DOOR IN BLACK LETTERS IS CHAUNCEY HARRIS
 LX6648'SCHOOL.  THE CUPOLA IS IN THE CENTER OF THE BUILDING.  IT IS
 LX6648'OCTAGONAL WITH LOUVRE SIDES AND HAS AN OCTAGONAL PYRAMID
 LX6648'SLATE SHINGLE ROOF THAT IS SURMOUNTED BY A WEATHER VANE.  THE
 LX6648'STATION WAS NOT RE-LOCATED.  THERE IS NO PREVIOUS DESCRIPTION.
 LX6648'HEIGHT ABOUT 150 FEET.
 LX6648
 LX6648                          STATION RECOVERY (1948)
 LX6648
 LX6648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6648'THIS STATION RECOVERED AS DESCRIBED IN 1935, EXCEPT THAT THIS
 LX6648'SCHOOL IS NOW KNOWN AS HILLYER COLLEGE.
 LX6648
 LX6648                          STATION RECOVERY (1971)
 LX6648
 LX6648'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6648'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6691 ***********************************************************************
 LX6691  DESIGNATION -  HARTFORD ST JOSEPH CH CROSS
 LX6691  PID         -  LX6691
 LX6691  STATE/COUNTY-  CT/HARTFORD
 LX6691  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6691
 LX6691                         *CURRENT SURVEY CONTROL
 LX6691  ___________________________________________________________________
 LX6691* NAD 83(1996)-  41 46 05.50772(N)    072 41 31.70570(W)     ADJUSTED  
 LX6691* NAVD 88     -                                                        
 LX6691  ___________________________________________________________________
 LX6691  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LX6691  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX6691
 LX6691  HORZ ORDER  -  THIRD
 LX6691
 LX6691.The horizontal coordinates were established by classical geodetic methods
 LX6691.and adjusted by the National Geodetic Survey in August 1998..
 LX6691
 LX6691
 LX6691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6691
 LX6691.The geoid height was determined by GEOID03.
 LX6691
 LX6691;                    North         East     Units Scale Factor Converg.
 LX6691;SPC CT       -   256,227.822   309,611.633   MT  0.99999150   +0 02 18.1
 LX6691;SPC CT       -   840,640.78  1,015,784.17   sFT  0.99999150   +0 02 18.1
 LX6691;UTM  18      - 4,626,614.116   691,829.469   MT  1.00005285   +1 32 16.0
 LX6691
 LX6691                          SUPERSEDED SURVEY CONTROL
 LX6691
 LX6691  NAD 83(1996)-  41 46 05.50732(N)    072 41 31.70587(W) AD(       ) 4
 LX6691  NAD 83(1992)-  41 46 05.50757(N)    072 41 31.70609(W) AD(       ) 4
 LX6691  NAD 83(1992)-  41 46 05.50877(N)    072 41 31.70718(W) AD(       ) 4
 LX6691  NAD 83(1986)-  41 46 05.50908(N)    072 41 31.70729(W) AD(       ) 4
 LX6691  NAD 27      -  41 46 05.14702(N)    072 41 33.36811(W) AD(       ) 3
 LX6691
 LX6691.Superseded values are not recommended for survey control.
 LX6691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6691.See file dsdata.txt to determine how the superseded data were derived.
 LX6691
 LX6691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9182926614(NAD 83)
 LX6691_MARKER: Z = SEE DESCRIPTION
 LX6691_SETTING: 0 = UNSPECIFIED SETTING
 LX6691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6691
 LX6691  HISTORY     - Date     Condition        Report By
 LX6691  HISTORY     - 1978     MONUMENTED       NGS
 LX6691
 LX6691                          STATION DESCRIPTION
 LX6691
 LX6691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6691'THE STATION IS THE BASE OF THE CROSS ATOP THE HARTFORD SAINT
 LX6691'JOSEPH CHURCH TOWER.  IT IS GRAY IN COLOR ATOP A GRAY
 LX6691'OCTAGONAL SHAPED TOWER WITH LOUVERS OR VENTS IN EACH FACE THAT
 LX6691'IS ATTACHED TO A GRAY CONCRETE BUILDING AND IS APPROXIMATELY
 LX6691'250 FEET IN HEIGHT.
 LX6691'
 LX6691'IT IS ON PROPERTY OWNED BY THE CATHOLIC CHURCH AND IS LOCATED
 LX6691'0.05 MILE EAST ALONG FARMINGTON AVENUE FROM
 LX6691'THE CORNER OF FARMINGTON AVENUE AND SIGOURNEY STREET
 LX6691'IN HARTFORD.
 LX6691'
 LX6691'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6639 ***********************************************************************
 LX6639  DESIGNATION -  HARTFORD ST JUSTINS TOWER
 LX6639  PID         -  LX6639
 LX6639  STATE/COUNTY-  CT/HARTFORD
 LX6639  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6639
 LX6639                         *CURRENT SURVEY CONTROL
 LX6639  ___________________________________________________________________
 LX6639* NAD 83(1996)-  41 47 27.77542(N)    072 41 51.04991(W)     ADJUSTED  
 LX6639* NAVD 88     -                                                        
 LX6639  ___________________________________________________________________
 LX6639  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LX6639  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX6639
 LX6639  HORZ ORDER  -  THIRD
 LX6639
 LX6639.The horizontal coordinates were established by classical geodetic methods
 LX6639.and adjusted by the National Geodetic Survey in August 1998..
 LX6639
 LX6639
 LX6639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6639
 LX6639.The geoid height was determined by GEOID03.
 LX6639
 LX6639;                    North         East     Units Scale Factor Converg.
 LX6639;SPC CT       -   258,765.681   309,163.293   MT  0.99999321   +0 02 05.3
 LX6639;SPC CT       -   848,967.07  1,014,313.24   sFT  0.99999321   +0 02 05.3
 LX6639;UTM  18      - 4,629,139.521   691,314.830   MT  1.00005042   +1 32 05.6
 LX6639
 LX6639                          SUPERSEDED SURVEY CONTROL
 LX6639
 LX6639  NAD 83(1996)-  41 47 27.77503(N)    072 41 51.05003(W) AD(       ) 4
 LX6639  NAD 83(1992)-  41 47 27.77521(N)    072 41 51.05019(W) AD(       ) 4
 LX6639  NAD 83(1992)-  41 47 27.77654(N)    072 41 51.05144(W) AD(       ) 4
 LX6639  NAD 83(1986)-  41 47 27.77687(N)    072 41 51.05155(W) AD(       ) 4
 LX6639  NAD 27      -  41 47 27.41200(N)    072 41 52.70900(W) AD(       ) 3
 LX6639
 LX6639.Superseded values are not recommended for survey control.
 LX6639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6639.See file dsdata.txt to determine how the superseded data were derived.
 LX6639
 LX6639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9131529140(NAD 83)
 LX6639
 LX6639  HISTORY     - Date     Condition        Report By
 LX6639  HISTORY     - 1935     MONUMENTED       CGS
 LX6639  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6639
 LX6639                          STATION DESCRIPTION
 LX6639
 LX6639'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6639'THE ST. JUSTINS CATHOLIC CHURCH IS ON THE EASTERLY SIDE OF BLUE
 LX6639'HILLS AVENUE OPPOSITE THE END OF CHATHAM STREET.  IT IS A LARGE,
 LX6639'LIGHT DRESSED STONE BUILDING WITH A FLAT ROOF.  THE TOWER IS ON
 LX6639'THE NORTHERLY SIDE OF THE BUILDING.  IT IS ALSO MADE OF DRESSED
 LX6639'STONE AND IS SQUARE IN SHAPE, WITH TWO SETS OF OPEN PORTALS IN
 LX6639'EACH SIDE OF THE UPPER TWO SECTIONS.
 LX6639'
 LX6639'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT 125
 LX6639'FEET.
 LX6639
 LX6639                          STATION RECOVERY (1971)
 LX6639
 LX6639'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6639'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6649 ***********************************************************************
 LX6649  DESIGNATION -  HARTFORD ST PATRICKS CH SPIRE
 LX6649  PID         -  LX6649
 LX6649  STATE/COUNTY-  CT/HARTFORD
 LX6649  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6649
 LX6649                         *CURRENT SURVEY CONTROL
 LX6649  ___________________________________________________________________
 LX6649* NAD 83(1996)-  41 46 08.75749(N)    072 40 40.92443(W)     ADJUSTED  
 LX6649* NAVD 88     -                                                        
 LX6649  ___________________________________________________________________
 LX6649  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LX6649  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX6649
 LX6649  HORZ ORDER  -  THIRD
 LX6649
 LX6649.The horizontal coordinates were established by classical geodetic methods
 LX6649.and adjusted by the National Geodetic Survey in August 1998..
 LX6649
 LX6649
 LX6649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6649
 LX6649.The geoid height was determined by GEOID03.
 LX6649
 LX6649;                    North         East     Units Scale Factor Converg.
 LX6649;SPC CT       -   256,328.965   310,784.456   MT  0.99999156   +0 02 51.8
 LX6649;SPC CT       -   840,972.61  1,019,632.00   sFT  0.99999156   +0 02 51.8
 LX6649;UTM  18      - 4,626,745.923   692,999.319   MT  1.00005839   +1 32 49.9
 LX6649
 LX6649                          SUPERSEDED SURVEY CONTROL
 LX6649
 LX6649  NAD 83(1996)-  41 46 08.75708(N)    072 40 40.92462(W) AD(       ) 4
 LX6649  NAD 83(1992)-  41 46 08.75730(N)    072 40 40.92470(W) AD(       ) 4
 LX6649  NAD 83(1992)-  41 46 08.75855(N)    072 40 40.92600(W) AD(       ) 4
 LX6649  NAD 83(1986)-  41 46 08.75885(N)    072 40 40.92595(W) AD(       ) 4
 LX6649  NAD 27      -  41 46 08.39200(N)    072 40 42.60400(W) AD(       ) 3
 LX6649
 LX6649.Superseded values are not recommended for survey control.
 LX6649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6649.See file dsdata.txt to determine how the superseded data were derived.
 LX6649
 LX6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9299926746(NAD 83)
 LX6649
 LX6649  HISTORY     - Date     Condition        Report By
 LX6649  HISTORY     - UNK      MONUMENTED
 LX6649  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6649  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6649
 LX6649                          STATION DESCRIPTION
 LX6649
 LX6649'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6649'THE ST. PATRICK CHURCH IS ON THE SW CORNER OF ANN AND CHURCH
 LX6649'STREETS AND WAS ERECTED IN 1850 OR A FEW YEARS LATER, THE
 LX6649'LAST NUMERAL ON THE CORNER STONE BEING WORN AWAY.  THE CHURCH IS
 LX6649'A BROWN SANDSTONE STRUCTURE WITH A STEEP GABLE ROOF.  THE
 LX6649'SPIRE IS AT THE FRONT CENTER OF THE CHURCH.  IT HAS A SQUARE
 LX6649'BASE WITH A SMALL SPIRE ON EACH CORNER.  THE UPPER PART OF
 LX6649'THE SPIRE IS OCTAGONAL AND COVERED WITH SLATE SHINGLES.  THERE
 LX6649'IS A SMALL WINDOW IN ALTERNATE SIDES AT THE BASE OF THE
 LX6649'OCTAGONAL PART OF THE SPIRE.  THE SPIRE IS SURMOUNTED BY
 LX6649'A GOLDEN CROSS.  THERE IS NO PREVIOUS DESCRIPTION OF THE
 LX6649'SPIRE.  IT WAS NOT RELOCATED.  HEIGHT ABOUT 175 FEET.
 LX6649
 LX6649                          STATION RECOVERY (1971)
 LX6649
 LX6649'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6649'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6641 ***********************************************************************
 LX6641  DESIGNATION -  HARTFORD TRINITY COLL SOC BLDG
 LX6641  PID         -  LX6641
 LX6641  STATE/COUNTY-  CT/HARTFORD
 LX6641  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6641
 LX6641                         *CURRENT SURVEY CONTROL
 LX6641  ___________________________________________________________________
 LX6641* NAD 83(1996)-  41 45 06.46787(N)    072 41 34.04127(W)     ADJUSTED  
 LX6641* NAVD 88     -                                                        
 LX6641  ___________________________________________________________________
 LX6641  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 LX6641  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX6641
 LX6641  HORZ ORDER  -  THIRD
 LX6641
 LX6641.The horizontal coordinates were established by classical geodetic methods
 LX6641.and adjusted by the National Geodetic Survey in August 1998..
 LX6641
 LX6641
 LX6641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6641
 LX6641.The geoid height was determined by GEOID03.
 LX6641
 LX6641;                    North         East     Units Scale Factor Converg.
 LX6641;SPC CT       -   254,406.282   309,558.893   MT  0.99999037   +0 02 16.6
 LX6641;SPC CT       -   834,664.61  1,015,611.13   sFT  0.99999037   +0 02 16.6
 LX6641;UTM  18      - 4,624,791.707   691,824.403   MT  1.00005282   +1 32 12.7
 LX6641
 LX6641                          SUPERSEDED SURVEY CONTROL
 LX6641
 LX6641  NAD 83(1996)-  41 45 06.46743(N)    072 41 34.04146(W) AD(       ) 4
 LX6641  NAD 83(1992)-  41 45 06.46766(N)    072 41 34.04160(W) AD(       ) 4
 LX6641  NAD 83(1992)-  41 45 06.46893(N)    072 41 34.04283(W) AD(       ) 4
 LX6641  NAD 83(1986)-  41 45 06.46920(N)    072 41 34.04286(W) AD(       ) 4
 LX6641  NAD 27      -  41 45 06.09400(N)    072 41 35.71900(W) AD(       ) 3
 LX6641
 LX6641.Superseded values are not recommended for survey control.
 LX6641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6641.See file dsdata.txt to determine how the superseded data were derived.
 LX6641
 LX6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9182424792(NAD 83)
 LX6641
 LX6641  HISTORY     - Date     Condition        Report By
 LX6641  HISTORY     - 1891     MONUMENTED       CGS
 LX6641  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6641  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6641
 LX6641                          STATION DESCRIPTION
 LX6641
 LX6641'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6641'THIS BUILDING IS KNOWN AS ST. ANTHONY HALL.  IT IS LOCATED AT
 LX6641'THE SE CORNER OF THE INTERSECTION OF ALLEN PLACE AND SUMMIT
 LX6641'STREET.
 LX6641'
 LX6641'THE BUILDING IS OF GRAY STONE WITH SLATE ROOF.  THE CENTER LINE
 LX6641'OF A CIRCULAR STONE TOWER COINCIDES WITH THE NORTHERLY WALL OF
 LX6641'THE BUILDING.  IT IS IN THE MIDDLE OF THE WALL IN AN E AND W
 LX6641'DIRECTION.  THE TOWER IS ABOUT 75 FEET TO THE MODIFIED CROSS AT
 LX6641'THE APEX OF THE CONICAL ROOF.
 LX6641'
 LX6641'A GRAY STONE CHIMNEY RISES ALONGSIDE THE ROOF BUT IS NOT AS HIGH
 LX6641'AS THE ROOF APEX.
 LX6641'
 LX6641'CENTER IS THE APEX OF THE ROOF.
 LX6641
 LX6641                          STATION RECOVERY (1971)
 LX6641
 LX6641'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6641'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6664 ***********************************************************************
 LX6664  DESIGNATION -  HARTFORD W BASE ECC
 LX6664  PID         -  LX6664
 LX6664  STATE/COUNTY-  CT/HARTFORD
 LX6664  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6664
 LX6664                         *CURRENT SURVEY CONTROL
 LX6664  ___________________________________________________________________
 LX6664* NAD 83(1996)-  41 46 09.56435(N)    072 40 02.73885(W)     ADJUSTED  
 LX6664* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6664  ___________________________________________________________________
 LX6664  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LX6664  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX6664
 LX6664  HORZ ORDER  -  THIRD
 LX6664
 LX6664.The horizontal coordinates were established by classical geodetic methods
 LX6664.and adjusted by the National Geodetic Survey in August 1998..
 LX6664
 LX6664.The orthometric height was scaled from a topographic map.
 LX6664
 LX6664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6664
 LX6664.The geoid height was determined by GEOID03.
 LX6664
 LX6664;                    North         East     Units Scale Factor Converg.
 LX6664;SPC CT       -   256,354.647   311,666.401   MT  0.99999158   +0 03 17.1
 LX6664;SPC CT       -   841,056.87  1,022,525.52   sFT  0.99999158   +0 03 17.1
 LX6664;UTM  18      - 4,626,794.679   693,880.350   MT  1.00006258   +1 33 15.4
 LX6664
 LX6664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6664!SPC CT       -   1.00000417  x   0.99999158  =   0.99999575
 LX6664!UTM  18      -   1.00000417  x   1.00006258  =   1.00006675
 LX6664
 LX6664:                Primary Azimuth Mark                     Grid Az
 LX6664:SPC CT       -  EAST HARTFORD FIRST NATL TANK            066 20 34.7
 LX6664:UTM  18      -  EAST HARTFORD FIRST NATL TANK            064 50 36.4
 LX6664
 LX6664|---------------------------------------------------------------------|
 LX6664| PID    Reference Object                     Distance      Geod. Az  |
 LX6664|                                                           dddmmss.s |
 LX6664| LX6629 EAST HARTFORD FIRST NATL TANK       APPROX. 3.3 KM 0662351.8 |
 LX6664| LX6668 HARTFORD COLTS EAST ELEV TANK       APPROX. 1.6 KM 1623421.8 |
 LX6664| LX6650 HARTFORD NORTH METH CHURCH          APPROX. 1.6 KM 3334405.3 |
 LX6664|---------------------------------------------------------------------|
 LX6664
 LX6664                          SUPERSEDED SURVEY CONTROL
 LX6664
 LX6664  NAD 83(1996)-  41 46 09.56394(N)    072 40 02.73898(W) AD(       ) 3
 LX6664  NAD 83(1992)-  41 46 09.56420(N)    072 40 02.73914(W) AD(       ) 3
 LX6664  NAD 83(1992)-  41 46 09.56537(N)    072 40 02.74037(W) AD(       ) 3
 LX6664  NAD 83(1986)-  41 46 09.56571(N)    072 40 02.74040(W) AD(       ) 3
 LX6664  NAD 27      -  41 46 09.20500(N)    072 40 04.40300(W) AD(       ) 3
 LX6664
 LX6664.Superseded values are not recommended for survey control.
 LX6664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6664.See file dsdata.txt to determine how the superseded data were derived.
 LX6664
 LX6664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9388026795(NAD 83)
 LX6664
 LX6664  HISTORY     - Date     Condition        Report By
 LX6664  HISTORY     - 1935     MONUMENTED       CGS
 LX6664  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6664
 LX6664                          STATION DESCRIPTION
 LX6664
 LX6664'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6664'THE STATION IS MARKED BY A HOLE IN THE CENTER OF A TRIANGLE CUT IN
 LX6664'THE S SIDE OF THE SIDEWALK ON THE S SIDE OF THE CONNECTICUT RIVER
 LX6664'BRIDGE OF HARTFORD AND AT THE W END OF THE BRIDGE.  SEE SKETCH
 LX6664'FOR TIES.  IT WAS LOCATED BY A THREE POINT FIX.
 LX6664
 LX6664                          STATION RECOVERY (1948)
 LX6664
 LX6664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6664'THIS STATION WAS RECOVERED.  IT IS NOW MARKED BY A ROUND BRASS
 LX6664'CAP STAMPED CONN. STATE HIGHWAY DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7028 ***********************************************************************
 LX7028  DESIGNATION -  HARTFORD WETHERSFIELD CONG CH
 LX7028  PID         -  LX7028
 LX7028  STATE/COUNTY-  CT/HARTFORD
 LX7028  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7028
 LX7028                         *CURRENT SURVEY CONTROL
 LX7028  ___________________________________________________________________
 LX7028* NAD 83(1996)-  41 44 31.50099(N)    072 40 19.95159(W)     ADJUSTED  
 LX7028* NAVD 88     -                                                        
 LX7028  ___________________________________________________________________
 LX7028  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LX7028  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX7028
 LX7028  HORZ ORDER  -  THIRD
 LX7028
 LX7028.The horizontal coordinates were established by classical geodetic methods
 LX7028.and adjusted by the National Geodetic Survey in August 1998..
 LX7028
 LX7028
 LX7028.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7028
 LX7028.The geoid height was determined by GEOID03.
 LX7028
 LX7028;                    North         East     Units Scale Factor Converg.
 LX7028;SPC CT       -   253,328.820   311,271.565   MT  0.99998974   +0 03 05.7
 LX7028;SPC CT       -   831,129.64  1,021,230.13   sFT  0.99998974   +0 03 05.7
 LX7028;UTM  18      - 4,623,759.342   693,564.787   MT  1.00006108   +1 33 01.0
 LX7028
 LX7028                          SUPERSEDED SURVEY CONTROL
 LX7028
 LX7028  NAD 83(1996)-  41 44 31.50053(N)    072 40 19.95177(W) AD(       ) 4
 LX7028  NAD 83(1992)-  41 44 31.50072(N)    072 40 19.95184(W) AD(       ) 4
 LX7028  NAD 83(1992)-  41 44 31.50209(N)    072 40 19.95321(W) AD(       ) 4
 LX7028  NAD 83(1986)-  41 44 31.50230(N)    072 40 19.95319(W) AD(       ) 4
 LX7028  NAD 27      -  41 44 31.14600(N)    072 40 21.61400(W) AD(       ) 3
 LX7028
 LX7028.Superseded values are not recommended for survey control.
 LX7028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7028.See file dsdata.txt to determine how the superseded data were derived.
 LX7028
 LX7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9356523759(NAD 83)
 LX7028
 LX7028  HISTORY     - Date     Condition        Report By
 LX7028  HISTORY     - 1891     MONUMENTED       CGS
 LX7028  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7028  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7028
 LX7028                          STATION DESCRIPTION
 LX7028
 LX7028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7028'THE WETHERSFIELD AVENUE CONGREGATIONAL CHURCH, NOW CALLED
 LX7028'WETHERSFIELD AVENUE CHAPEL SOUTH CHURCH, IS ON THE E SIDE OF
 LX7028'WETHERSFIELD AVENUE ACROSS FROM AND N OF REDDING STREET.  THE
 LX7028'BUILDING IS A FRAME STRUCTURE PAINTED GRAY AND TRIMMED IN DARK
 LX7028'BROWN.  IT HAS A STEEP SLATE ROOF WITH SHARP GABLES.  THE
 LX7028'ENTRANCE IS ON THE S SIDE ABOUT THE MIDDLE OF THE CHURCH.  IT
 LX7028'TOO HAS A STEEP GABLE.  THE W GABLE IS SURMOUNTED BY A FLACHE.
 LX7028'
 LX7028'THE STATION WAS NOT RELOCATED NOR WAS THERE A PREVIOUS
 LX7028'DESCRIPTION.  HEIGHT ABOUT 60 FEET.
 LX7028
 LX7028                          STATION RECOVERY (1971)
 LX7028
 LX7028'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX7028'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6624 ***********************************************************************
 LX6624  DESIGNATION -  HARTFORD WILLIAMS BARN CUPOLA
 LX6624  PID         -  LX6624
 LX6624  STATE/COUNTY-  CT/HARTFORD
 LX6624  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6624
 LX6624                         *CURRENT SURVEY CONTROL
 LX6624  ___________________________________________________________________
 LX6624* NAD 83(1996)-  41 45 29.37843(N)    072 38 40.42060(W)     ADJUSTED  
 LX6624* NAVD 88     -                                                        
 LX6624  ___________________________________________________________________
 LX6624  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LX6624  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX6624
 LX6624  HORZ ORDER  -  THIRD
 LX6624
 LX6624.The horizontal coordinates were established by classical geodetic methods
 LX6624.and adjusted by the National Geodetic Survey in August 1998..
 LX6624
 LX6624
 LX6624.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6624
 LX6624.The geoid height was determined by GEOID03.
 LX6624
 LX6624;                    North         East     Units Scale Factor Converg.
 LX6624;SPC CT       -   255,116.895   313,569.204   MT  0.99999080   +0 04 11.7
 LX6624;SPC CT       -   836,996.01  1,028,768.30   sFT  0.99999080   +0 04 11.7
 LX6624;UTM  18      - 4,625,607.050   695,815.036   MT  1.00007186   +1 34 09.1
 LX6624
 LX6624                          SUPERSEDED SURVEY CONTROL
 LX6624
 LX6624  NAD 83(1996)-  41 45 29.37799(N)    072 38 40.42075(W) AD(       ) 4
 LX6624  NAD 83(1992)-  41 45 29.37821(N)    072 38 40.42079(W) AD(       ) 4
 LX6624  NAD 83(1992)-  41 45 29.37946(N)    072 38 40.42224(W) AD(       ) 4
 LX6624  NAD 83(1986)-  41 45 29.37972(N)    072 38 40.42215(W) AD(       ) 4
 LX6624  NAD 27      -  41 45 29.02000(N)    072 38 42.09700(W) AD(       ) 3
 LX6624
 LX6624.Superseded values are not recommended for survey control.
 LX6624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6624.See file dsdata.txt to determine how the superseded data were derived.
 LX6624
 LX6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9581525607(NAD 83)
 LX6624
 LX6624  HISTORY     - Date     Condition        Report By
 LX6624  HISTORY     - UNK      MONUMENTED
 LX6624  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6624
 LX6624                          STATION DESCRIPTION
 LX6624
 LX6624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6624'THIS STATION COULD NOT BE RECOVERED DUE TO THE LACK OF A
 LX6624'DESCRIPTION.  UNLESS THERE IS A GOOD DESCRIPTION AVAILABLE, IT IS
 LX6624'RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6652 ***********************************************************************
 LX6652  DESIGNATION -  HARTFORD WINDSOR AVE CONG CH
 LX6652  PID         -  LX6652
 LX6652  STATE/COUNTY-  CT/HARTFORD
 LX6652  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6652
 LX6652                         *CURRENT SURVEY CONTROL
 LX6652  ___________________________________________________________________
 LX6652* NAD 83(1996)-  41 46 56.67312(N)    072 40 32.03835(W)     ADJUSTED  
 LX6652* NAVD 88     -                                                        
 LX6652  ___________________________________________________________________
 LX6652  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LX6652  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6652
 LX6652  HORZ ORDER  -  THIRD
 LX6652
 LX6652.The horizontal coordinates were established by classical geodetic methods
 LX6652.and adjusted by the National Geodetic Survey in August 1998..
 LX6652
 LX6652
 LX6652.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6652
 LX6652.The geoid height was determined by GEOID03.
 LX6652
 LX6652;                    North         East     Units Scale Factor Converg.
 LX6652;SPC CT       -   257,807.443   310,988.423   MT  0.99999254   +0 02 57.7
 LX6652;SPC CT       -   845,823.25  1,020,301.18   sFT  0.99999254   +0 02 57.7
 LX6652;UTM  18      - 4,628,229.331   693,164.533   MT  1.00005917   +1 32 57.3
 LX6652
 LX6652                          SUPERSEDED SURVEY CONTROL
 LX6652
 LX6652  NAD 83(1996)-  41 46 56.67272(N)    072 40 32.03851(W) AD(       ) 4
 LX6652  NAD 83(1992)-  41 46 56.67297(N)    072 40 32.03866(W) AD(       ) 4
 LX6652  NAD 83(1992)-  41 46 56.67415(N)    072 40 32.03987(W) AD(       ) 4
 LX6652  NAD 83(1986)-  41 46 56.67446(N)    072 40 32.03988(W) AD(       ) 4
 LX6652  NAD 27      -  41 46 56.30500(N)    072 40 33.70600(W) AD(       ) 3
 LX6652
 LX6652.Superseded values are not recommended for survey control.
 LX6652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6652.See file dsdata.txt to determine how the superseded data were derived.
 LX6652
 LX6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9316528229(NAD 83)
 LX6652
 LX6652  HISTORY     - Date     Condition        Report By
 LX6652  HISTORY     - 1875     MONUMENTED       COASUR
 LX6652  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6652  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6652
 LX6652                          STATION DESCRIPTION
 LX6652
 LX6652'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6652'THE CHURCH IS LOCATED AT NUMBER 2030 MAIN STREET ABOUT OPPOSITE
 LX6652'THE NORTH METHODIST CHURCH.  THE BUILDING IS OF RED-BRICK
 LX6652'TRIMMED WITH BLACK.
 LX6652'
 LX6652'THE RED BRICK TOWER, AT THE NW CORNER OF THE BUILDING, IS
 LX6652'SQUARE AS FAR AS THE PYRAMIDAL TOWER ROOF.  THE BELFRY OPENINGS
 LX6652'ARE CLOSED WITH VERY LARGE LOUVRES.  THERE IS AN ORNAMENTAL
 LX6652'LIGHTNING ROD AT THE APEX OF THE TOWER ROOF.
 LX6652'
 LX6652'IT IS ABOUT 100 FEET HIGH.
 LX6652'
 LX6652'IT WAS NOT RE-DETERMINED IN 1935.
 LX6652
 LX6652                          STATION RECOVERY (1971)
 LX6652
 LX6652'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6652'GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5093 ***********************************************************************
 LX5093  DESIGNATION -  HARVARD BOATHOUSE CUPOLA
 LX5093  PID         -  LX5093
 LX5093  STATE/COUNTY-  CT/NEW LONDON
 LX5093  USGS QUAD   -  UNCASVILLE (1984)
 LX5093
 LX5093                         *CURRENT SURVEY CONTROL
 LX5093  ___________________________________________________________________
 LX5093* NAD 83(1996)-  41 25 07.80931(N)    072 05 22.77510(W)     ADJUSTED  
 LX5093* NAVD 88     -                                                        
 LX5093  ___________________________________________________________________
 LX5093  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LX5093  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5093
 LX5093  HORZ ORDER  -  THIRD
 LX5093
 LX5093.The horizontal coordinates were established by classical geodetic methods
 LX5093.and adjusted by the National Geodetic Survey in August 1998..
 LX5093
 LX5093
 LX5093.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5093
 LX5093.The geoid height was determined by GEOID03.
 LX5093
 LX5093;                    North         East     Units Scale Factor Converg.
 LX5093;SPC CT       -   217,635.831   360,003.918   MT  0.99998514   +0 26 16.2
 LX5093;SPC CT       -   714,026.89  1,181,112.85   sFT  0.99998514   +0 26 16.2
 LX5093;UTM  18      - 4,589,341.988   743,221.323   MT  1.00032808   +1 55 34.7
 LX5093
 LX5093                          SUPERSEDED SURVEY CONTROL
 LX5093
 LX5093  NAD 83(1992)-  41 25 07.80827(N)    072 05 22.77436(W) AD(       ) 4
 LX5093  NAD 83(1986)-  41 25 07.80904(N)    072 05 22.77795(W) AD(       ) 4
 LX5093  NAD 27      -  41 25 07.46300(N)    072 05 24.50100(W) AD(       ) 3
 LX5093
 LX5093.Superseded values are not recommended for survey control.
 LX5093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5093.See file dsdata.txt to determine how the superseded data were derived.
 LX5093
 LX5093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4322189342(NAD 83)
 LX5093_MARKER: 86 = CUPOLA
 LX5093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5093+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX5093
 LX5093  HISTORY     - Date     Condition        Report By
 LX5093  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5093  HISTORY     - 1960     GOOD             CGS
 LX5093  HISTORY     - 1984     GOOD             USPSQD
 LX5093  HISTORY     - 1989     GOOD             USPSQD
 LX5093  HISTORY     - 20020328 GOOD             USPSQD
 LX5093
 LX5093                          STATION DESCRIPTION
 LX5093
 LX5093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5093'THE HARVARD BOATHOUSE IS ON THE E BANK OF THE THAMES RIVER, N OF
 LX5093'MILL COVE.  THE W SIDE OF THE HOUSE RESTS ON PILINGS IN THE EDGE
 LX5093'OF THE RIVER.  THE CUPOLA IS SQUARE AND IN THE CENTER OF THE
 LX5093'HOUSE.  THERE IS A WEATHER VANE AT THE TOP OF THE CUPOLA.
 LX5093'
 LX5093'THE STATION IS THE APEX OF THE CUPOLA.  HEIGHT ABOUT 75 FEET.
 LX5093
 LX5093                          STATION RECOVERY (1960)
 LX5093
 LX5093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5093'STATION RECOVERED IN GOOD CONDITION, AS DESCRIBED BY G.C.M. IN
 LX5093'1934.  THE CARETAKER STATES THAT IT HAS NOT BEEN CHANGED.
 LX5093
 LX5093                          STATION RECOVERY (1984)
 LX5093
 LX5093'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5093'HARVARDS BOATHOUSE CUPOLA 1934 STATION RECOVERED IN GOOD
 LX5093'CONDITION.
 LX5093
 LX5093                          STATION RECOVERY (1989)
 LX5093
 LX5093'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5093'RECOVERED IN GOOD CONDITION.
 LX5093
 LX5093                          STATION RECOVERY (2002)
 LX5093
 LX5093'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX5093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5096 ***********************************************************************
 LX5096  DESIGNATION -  HARVARDS CHIMNEY
 LX5096  PID         -  LX5096
 LX5096  STATE/COUNTY-  CT/NEW LONDON
 LX5096  USGS QUAD   -  UNCASVILLE (1984)
 LX5096
 LX5096                         *CURRENT SURVEY CONTROL
 LX5096  ___________________________________________________________________
 LX5096* NAD 83(1996)-  41 25 20.58867(N)    072 05 18.51792(W)     ADJUSTED  
 LX5096* NAVD 88     -                                                        
 LX5096  ___________________________________________________________________
 LX5096  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LX5096  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5096
 LX5096  HORZ ORDER  -  THIRD
 LX5096
 LX5096.The horizontal coordinates were established by classical geodetic methods
 LX5096.and adjusted by the National Geodetic Survey in August 1998..
 LX5096
 LX5096
 LX5096.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5096
 LX5096.The geoid height was determined by GEOID03.
 LX5096
 LX5096;                    North         East     Units Scale Factor Converg.
 LX5096;SPC CT       -   218,030.820   360,099.757   MT  0.99998502   +0 26 19.1
 LX5096;SPC CT       -   715,322.78  1,181,427.29   sFT  0.99998502   +0 26 19.1
 LX5096;UTM  18      - 4,589,739.470   743,306.899   MT  1.00032859   +1 55 38.0
 LX5096
 LX5096                          SUPERSEDED SURVEY CONTROL
 LX5096
 LX5096  NAD 83(1992)-  41 25 20.58763(N)    072 05 18.51718(W) AD(       ) 4
 LX5096  NAD 83(1986)-  41 25 20.58839(N)    072 05 18.52072(W) AD(       ) 4
 LX5096  NAD 27      -  41 25 20.24100(N)    072 05 20.24400(W) AD(       ) 3
 LX5096
 LX5096.Superseded values are not recommended for survey control.
 LX5096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5096.See file dsdata.txt to determine how the superseded data were derived.
 LX5096
 LX5096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4330789739(NAD 83)
 LX5096_MARKER: 85 = CHIMNEY
 LX5096
 LX5096  HISTORY     - Date     Condition        Report By
 LX5096  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5096  HISTORY     - 1960     GOOD             CGS
 LX5096  HISTORY     - 1984     GOOD             USPSQD
 LX5096  HISTORY     - 1989     GOOD             USPSQD
 LX5096
 LX5096                          STATION DESCRIPTION
 LX5096
 LX5096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5096'THE HARVARD BOAT CREW HOUSE IS ON THE E BANK OF THE THAMES RIVER
 LX5096'AND W OF THE GROTON-NORWICH ROAD.  THE HOUSE IS A 2-STORY FRAME
 LX5096'BUILDING WITH ONE-STORY WINGS AT THE NORTHERLY AND SOUTHERLY
 LX5096'ENDS.  THERE ARE 2 BRICK CHIMNEYS, ONE IN EACH WING.  THE CHIMNEYS
 LX5096'HAVE BEEN PAINTED WHITE.
 LX5096'
 LX5096'THE STATION IS THE CENTER LINE OF THE CHIMNEY IN THE NORTHERLY
 LX5096'WING.  HEIGHT ABOUT 20 FEET.
 LX5096
 LX5096                          STATION RECOVERY (1960)
 LX5096
 LX5096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5096'STATION WAS RECOVERED AS DESCRIBED BY GCM IN 1934.  THE CHIMNEY IS
 LX5096'NOW PAINTED RED.  THE CARETAKER STATES THAT IT HAS NOT BEEN
 LX5096'CHANGED.
 LX5096
 LX5096                          STATION RECOVERY (1984)
 LX5096
 LX5096'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5096'HARVARDS CHIMNEY 1934 RECOVERED AS DESCRIBED BY GFW 1960.
 LX5096'
 LX5096'CONDITION GOOD.
 LX5096
 LX5096                          STATION RECOVERY (1989)
 LX5096
 LX5096'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4687 ***********************************************************************
 LX4687  DESIGNATION -  HARVEY
 LX4687  PID         -  LX4687
 LX4687  STATE/COUNTY-  CT/WINDHAM
 LX4687  USGS QUAD   -  SPRING HILL (1983)
 LX4687
 LX4687                         *CURRENT SURVEY CONTROL
 LX4687  ___________________________________________________________________
 LX4687* NAD 83(1996)-  41 48 00.00423(N)    072 09 15.98303(W)     ADJUSTED  
 LX4687* NAVD 88     -       180.5    (meters)     592.     (feet)  VERTCON   
 LX4687  ___________________________________________________________________
 LX4687  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LX4687  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX4687
 LX4687  HORZ ORDER  -  FIRST
 LX4687
 LX4687.The horizontal coordinates were established by classical geodetic methods
 LX4687.and adjusted by the National Geodetic Survey in August 1998..
 LX4687
 LX4687.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4687
 LX4687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4687
 LX4687.The geoid height was determined by GEOID03.
 LX4687
 LX4687;                    North         East     Units Scale Factor Converg.
 LX4687;SPC CT       -   259,929.260   354,296.744   MT  0.99999392   +0 23 41.6
 LX4687;SPC CT       -   852,784.58  1,162,388.57   sFT  0.99999392   +0 23 41.6
 LX4687;UTM  18      - 4,631,485.616   736,410.027   MT  1.00028780   +1 53 51.1
 LX4687
 LX4687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4687!SPC CT       -   0.99997634  x   0.99999392  =   0.99997026
 LX4687!UTM  18      -   0.99997634  x   1.00028780  =   1.00026414
 LX4687
 LX4687|---------------------------------------------------------------------|
 LX4687| PID    Reference Object                     Distance      Geod. Az  |
 LX4687|                                                           dddmmss.s |
 LX4687| CZ6578 HARVEY RM 3                          26.145 METERS 20520     |
 LX4687| LX4695 STEARNS                             APPROX. 8.4 KM 2314315.0 |
 LX4687| CZ6577 HARVEY RM 2                          25.958 METERS 25124     |
 LX4687| LX4980 STORRS UNIV LIB CUPOLA              APPROX. 8.1 KM 2771841.2 |
 LX4687| LX4979 MANSFIELD STORRS COLL CHAPEL        APPROX. 8.1 KM 2792401.9 |
 LX4687| LX4981 STORRS UNIV WHUS RAD MAST           APPROX. 8.9 KM 2800739.7 |
 LX4687| LX4984 STORRS UNIV STANDPIPE               APPROX. 8.5 KM 2812312.1 |
 LX4687| CZ6576 HARVEY RM 1                          12.522 METERS 35030     |
 LX4687|---------------------------------------------------------------------|
 LX4687
 LX4687                          SUPERSEDED SURVEY CONTROL
 LX4687
 LX4687  NAD 83(1996)-  41 48 00.00374(N)    072 09 15.98295(W) AD(       ) 1
 LX4687  NAD 83(1992)-  41 48 00.00378(N)    072 09 15.98289(W) AD(       ) 1
 LX4687  NAD 83(1992)-  41 48 00.00425(N)    072 09 15.98353(W) AD(       ) 1
 LX4687  NAD 83(1986)-  41 48 00.00486(N)    072 09 15.98333(W) AD(       ) 1
 LX4687  NAD 27      -  41 47 59.65152(N)    072 09 17.70904(W) AD(       ) 1
 LX4687  NGVD 29 (07/19/86)  180.8    (m)          593.     (f) VERT ANG       
 LX4687
 LX4687.Superseded values are not recommended for survey control.
 LX4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4687.See file dsdata.txt to determine how the superseded data were derived.
 LX4687
 LX4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3641031486(NAD 83)
 LX4687_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4687+STABILITY: SURFACE MOTION
 LX4687
 LX4687  HISTORY     - Date     Condition        Report By
 LX4687  HISTORY     - 1975     MONUMENTED       NGS
 LX4687  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4687
 LX4687                          STATION DESCRIPTION
 LX4687
 LX4687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4687'THE STATION IS ABOUT 4-1/4 MILES SOUTH OF WARRENVILLE, 2-1/4 MILES
 LX4687'NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 198,
 LX4687'1-1/2 MILES WEST-NORTHWEST OF CHAPLIN, 1 MILE EAST OF STATE
 LX4687'HIGHWAY 89, ALONG THE WEST SIDE OF FEDERAL ROAD AND ON PROPERTY
 LX4687'OWNED BY THE SAMUEL HARVEY ESTATE, MRS. SAMUEL HARVEY, 7304
 LX4687'PRENCETON AVENUE, COLLEGE PARK, MARYLAND.  PHONE NUMBER
 LX4687'301-927-0039.
 LX4687'
 LX4687'TO REACH THE STATION FROM THE POST OFFICE IN CHAPLIN, GO
 LX4687'SOUTHWEST ON CHAPLIN STREET FOR 0.25 MILE TO THE JUNCTION OF
 LX4687'TOWER HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON TOWER HILL
 LX4687'ROAD FOR 0.8 MILE TO A FORK.  TAKE LEFT FORK AND GO SOUTHWEST ON A
 LX4687'PAVED ROAD FOR 0.7 MILE TO A T JUNCTION.  TURN RIGHT AND GO NORTH
 LX4687'ON FEDERAL ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT AS
 LX4687'DESCRIBED.
 LX4687'
 LX4687'THE STATION MARKS ARE STANDARD DISKS STAMPED HARVEY 1975.  THE
 LX4687'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX4687'SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 LX4687'CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 61
 LX4687'FEET WEST OF CENTER OF FEDERAL ROAD, 48 FEET NORTHWEST OF CENTER OF
 LX4687'A GAP IN A ROCK FENCE, 36.5 FEET NORTH-NORTHWEST OF A ROCK FENCE
 LX4687'AND METAL WITNESS POST AND 21 FEET EAST-SOUTHEAST OF A 24-INCH OAK
 LX4687'TREE.
 LX4687'
 LX4687'REFERENCE MARK 1, STAMPED HARVEY NO 1 1975, IS A STANDARD DISK
 LX4687'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 8 FEET IN
 LX4687'DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT
 LX4687'IS 56 FEET WEST OF A ROCK FENCE, 12 FEET SOUTHWEST OF A 12-INCH
 LX4687'OAK TREE AND 8 FEET NORTHEAST OF A METAL WITNESS POST.
 LX4687'
 LX4687'REFERENCE MARK 2, STAMPED HARVEY NO 2 1975, IS A STANDARD DISK
 LX4687'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 FEET IN
 LX4687'DIAMETER IN SIZE AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX4687'SURFACE.  IT IS 106 FEET WEST OF A ROCK FENCE, 16.5 FEET
 LX4687'NORTHEAST OF A 30-INCH OAK TREE AND 5 FEET NORTH OF A METAL
 LX4687'WITNESS POST.
 LX4687'
 LX4687'REFERENCE MARK 3, STAMPED HARVEY NO 3 1975, IS A STANDARD DISK
 LX4687'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1-1/2 BY
 LX4687'2-1/2 FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND
 LX4687'SURFACE.  IT IS 47 FEET WEST OF A ROCK FENCE, 15 FEET
 LX4687'NORTHEAST OF AN 18-INCH OAK TREE AND 2 FEET SOUTHWEST OF AN
 LX4687'8-INCH OAK TREE.
 LX4687'
 LX4687'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 LX4687
 LX4687                          STATION RECOVERY (1978)
 LX4687
 LX4687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LX4687'THE UNDERGROUND STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE
 LX4687'RECOVERED.  THE SURFACE STATION MARK WAS BROKEN OFF WHEN LOGGING
 LX4687'WAS DONE IN THE AREA.  A NEW SURFACE MARK WAS SET OVER THE
 LX4687'UNDERGROUND MARK.  THE DISTANCES AND DIRECTIONS TO THE
 LX4687'REFERENCE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS.
 LX4687'
 LX4687'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF WARRENVILLE, 2
 LX4687'MILES NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LX4687'HIGHWAY 198, 1.5 MILES WEST-NORTHWEST OF CHAPLIN AND JUST WEST
 LX4687'OF FEDERAL ROAD.  THE PROPERTY IS OWNED BY MRS. SAMUEL HARVEY,
 LX4687'COLLEGE PARK MARYLAND, TELEPHONE NUMBER (301) 927-0039.
 LX4687'
 LX4687'TO REACH THE STATION FROM THE POST OFFICE IN CHAPLIN, GO SOUTHWEST
 LX4687'ON CHAPLIN STREET FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 LX4687'RIGHT AND GO WEST ON TOWER HILL ROAD FOR 0.8 MILE TO A FORK.  TAKE
 LX4687'THE LEFT FORK AND GO SOUTHWEST ON A PAVED ROAD FOR 0.7 MILE TO A
 LX4687'T-ROAD.  TURN RIGHT AND GO NORTH ON FEDERAL ROAD FOR 0.35 MILE TO
 LX4687'A GAP IN A ROCK FENCE AND THE STATION ON THE LEFT.
 LX4687'
 LX4687'THE STATION MARK IS A STANDARD DISK STAMPED HARVEY 1975 1978, SET
 LX4687'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LX4687'WITH THE GROUND SURFACE.  IT IS 61 FEET WEST OF THE CENTER OF
 LX4687'FEDERAL ROAD, 48 FEET NORTHWEST OF THE CENTER OF THE GAP IN ROCK
 LX4687'FENCE, 37 FEET WEST OF THE ROCK FENCE, 21 FEET WEST-NORTHWEST
 LX4687'OF A 24-INCH OAK TREE AND 4.5 FEET NORTHWEST OF A METAL WITNESS
 LX4687'POST.
 LX4687'
 LX4687'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HARVEY NO 1 1975,
 LX4687'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-FOOT.  IT IS
 LX4687'56 FEET WEST OF THE ROCK FENCE, 12 FEET SOUTHWEST OF A 12-INCH
 LX4687'OAK TREE AND 8 FEET NORTHEAST OF A METAL WITNESS POST.
 LX4687'
 LX4687'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HARVEY NO 2 1975,
 LX4687'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT IS
 LX4687'106 FEET WEST OF THE ROCK FENCE, 16 FEET NORTHEAST OF A 30-INCH
 LX4687'OAK TREE AND 5 FEET NORTHWEST OF A METAL WITNESS POST.
 LX4687'
 LX4687'REFERENCE MARK 3 IS A STANDARD DISK STAMPED HARVEY NO 3 1975,
 LX4687'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1-FOOT.  IT IS
 LX4687'47 FEET WEST OF THE ROCK FENCE, 15 FEET NORTHEAST OF AN 18-INCH
 LX4687'OAK TREE AND 2 FEET SOUTHWEST OF A 8-INCH OAK TREE.
 LX4687'
 LX4687'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX4687'
 LX4687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4687'1.5 MILES WEST-NORTHWEST OF CHAPLIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6348 ***********************************************************************
 LX6348  DESIGNATION -  HATCH
 LX6348  PID         -  LX6348
 LX6348  STATE/COUNTY-  CT/NEW HAVEN
 LX6348  USGS QUAD   -  
 LX6348
 LX6348                         *CURRENT SURVEY CONTROL
 LX6348  ___________________________________________________________________
 LX6348* NAD 83(1996)-  41 14 34.67118(N)    072 42 19.94679(W)     ADJUSTED  
 LX6348* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6348  ___________________________________________________________________
 LX6348  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX6348  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX6348
 LX6348  HORZ ORDER  -  THIRD
 LX6348
 LX6348.The horizontal coordinates were established by classical geodetic methods
 LX6348.and adjusted by the National Geodetic Survey in August 1998..
 LX6348
 LX6348.The orthometric height was scaled from a topographic map.
 LX6348
 LX6348.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6348
 LX6348.The geoid height was determined by GEOID03.
 LX6348
 LX6348;                    North         East     Units Scale Factor Converg.
 LX6348;SPC CT       -   197,893.695   308,527.410   MT  0.99999594   +0 01 46.1
 LX6348;SPC CT       -   649,256.23  1,012,227.01   sFT  0.99999594   +0 01 46.1
 LX6348;SPC NY L     -   120,324.176   408,506.697   MT  1.00001837   +0 50 48.1
 LX6348;SPC NY L     -   394,763.57  1,340,242.39   sFT  1.00001837   +0 50 48.1
 LX6348;UTM  18      - 4,568,267.615   692,264.009   MT  1.00005496   +1 30 47.1
 LX6348
 LX6348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6348!SPC CT       -   1.00000478  x   0.99999594  =   1.00000072
 LX6348!SPC NY L     -   1.00000478  x   1.00001837  =   1.00002315
 LX6348!UTM  18      -   1.00000478  x   1.00005496  =   1.00005974
 LX6348
 LX6348|---------------------------------------------------------------------|
 LX6348| PID    Reference Object                     Distance      Geod. Az  |
 LX6348|                                                           dddmmss.s |
 LX6348| CZ6580 HATCH RM 2                           28.650 METERS 04626     |
 LX6348| LX6351 FALKNER IS LIGHTHOUSE               APPROX. 5.6 KM 1281845.1 |
 LX6348| LX6247 PRATT GABLE                         APPROX. 3.9 KM 3000704.2 |
 LX6348| LX6347 UNCAS POINT ELEV TANK               APPROX. 0.8 KM 3342504.4 |
 LX6348| CZ6579 HATCH RM 1                           14.240 METERS 34601     |
 LX6348|---------------------------------------------------------------------|
 LX6348
 LX6348                          SUPERSEDED SURVEY CONTROL
 LX6348
 LX6348  NAD 83(1992)-  41 14 34.67030(N)    072 42 19.94665(W) AD(       ) 3
 LX6348  NAD 83(1986)-  41 14 34.67242(N)    072 42 19.94945(W) AD(       ) 3
 LX6348  NAD 27      -  41 14 34.32100(N)    072 42 21.60900(W) AD(       ) 3
 LX6348
 LX6348.Superseded values are not recommended for survey control.
 LX6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6348.See file dsdata.txt to determine how the superseded data were derived.
 LX6348
 LX6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9226468268(NAD 83)
 LX6348_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6348_SETTING: 80 = SET IN A BOULDER
 LX6348_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6348+STABILITY: SURFACE MOTION
 LX6348
 LX6348  HISTORY     - Date     Condition        Report By
 LX6348  HISTORY     - 1933     MONUMENTED       CGS
 LX6348  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6348  HISTORY     - 1984     GOOD             USPSQD
 LX6348
 LX6348                          STATION DESCRIPTION
 LX6348
 LX6348'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6348'THIS STATION IS ON THE VERY PROMINENT LONE BOULDER LYING ON
 LX6348'THE FLAT LEDGE CALLED HATCHS ROCKS OFF THE S SIDE OF SACHEM
 LX6348'HEAD.  THE BOULDER MEASURES APPROXIMATELY 12 BY 6 FEET BY 5 FEET
 LX6348'HIGH.
 LX6348'
 LX6348'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6348'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NO.1 AND
 LX6348'REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 LX6348'BEDROCK AS DESCRIBED IN NOTES 12A.
 LX6348'
 LX6348'THIS STATION IS VERY CLOSE TO OLD STATION BOULDER BECAUSE, WITH
 LX6348'TRIPOD IN OLD DRILL HOLES, INSTRUMENT CENTERED OVER NEW STATION
 LX6348'MARK.
 LX6348'
 LX6348'NEW REFERENCE MARKS WERE ALSO ESTABLISHED.
 LX6348'
 LX6348'STATION IS ABOUT 35 METERS FROM HIGH WATER LINE TO THE
 LX6348'NORTHWESTWARD AND 14 METERS FROM HIGH WATER LINE TO THE
 LX6348'SOUTHWARD.  TO THE SOUTHWESTWARD THE HIGH WATER LINE IS 40
 LX6348'METERS DISTANT.
 LX6348'
 LX6348'BOTH REFERENCE MARKS ARE IN THE FLAT LEDGE OF HATCHS ROCKS.
 LX6348'
 LX6348'REFERENCE MARK NO.1 BEARS N (MAGNETIC).
 LX6348'
 LX6348'REFERENCE MARK NO.2 BEARS N 65 DEG E (MAGNETIC).
 LX6348'
 LX6348'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 LX6348
 LX6348                          STATION RECOVERY (1961)
 LX6348
 LX6348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6348'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX6348'STATION WAS STAMPED, HATCH 1933 AND THE R.M.S WERE STAMPED,
 LX6348'HATCH NO.1 1933 AND HATCH NO. 2 1933.  THE ORIGINAL DESCRIPTION
 LX6348'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6348
 LX6348                          STATION RECOVERY (1984)
 LX6348
 LX6348'RECOVERY NOTE BY US POWER SQUADRON 1984 (PK)
 LX6348'HATCH 1933 STATION MARK AND REFERENCES FOUND TO BE IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5824 ***********************************************************************
 LX5824  DESIGNATION -  HATCHETT
 LX5824  PID         -  LX5824
 LX5824  STATE/COUNTY-  CT/NEW LONDON
 LX5824  USGS QUAD   -  OLD LYME (1976)
 LX5824
 LX5824                         *CURRENT SURVEY CONTROL
 LX5824  ___________________________________________________________________
 LX5824* NAD 83(1996)-  41 16 58.12353(N)    072 15 42.49612(W)     ADJUSTED  
 LX5824* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5824  ___________________________________________________________________
 LX5824  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LX5824  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5824
 LX5824  HORZ ORDER  -  THIRD
 LX5824
 LX5824.The horizontal coordinates were established by classical geodetic methods
 LX5824.and adjusted by the National Geodetic Survey in August 1998..
 LX5824
 LX5824.The orthometric height was scaled from a topographic map.
 LX5824
 LX5824.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5824
 LX5824.The geoid height was determined by GEOID03.
 LX5824
 LX5824;                    North         East     Units Scale Factor Converg.
 LX5824;SPC CT       -   202,433.706   345,698.443   MT  0.99999267   +0 19 25.3
 LX5824;SPC CT       -   664,151.25  1,134,178.98   sFT  0.99999267   +0 19 25.3
 LX5824;SPC NY L     -   125,392.719   445,610.360   MT  1.00002337   +1 08 12.9
 LX5824;SPC NY L     -   411,392.61  1,461,973.32   sFT  1.00002337   +1 08 12.9
 LX5824;UTM  18      - 4,573,769.341   729,310.741   MT  1.00024719   +1 48 26.6
 LX5824
 LX5824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5824!SPC CT       -   1.00000438  x   0.99999267  =   0.99999705
 LX5824!SPC NY L     -   1.00000438  x   1.00002337  =   1.00002775
 LX5824!UTM  18      -   1.00000438  x   1.00024719  =   1.00025157
 LX5824
 LX5824|---------------------------------------------------------------------|
 LX5824| PID    Reference Object                     Distance      Geod. Az  |
 LX5824|                                                           dddmmss.s |
 LX5824| CZ6582 HATCHETT RM 2                        29.260 METERS 04023     |
 LX5824| LX5422 PULZE CHIMNEY                       APPROX. 3.0 KM 0513942.1 |
 LX5824| LX5486 BROCHETT CHIMNEY                    APPROX. 3.0 KM 0581753.6 |
 LX5824| LX5497 BONDS BARN CUPOLA                   APPROX. 4.8 KM 0781716.7 |
 LX5824| LX5496 BOND FLAGPOLE                       APPROX. 4.8 KM 0804350.6 |
 LX5824| LX5433 SCOVILLES WINDMILL                  APPROX. 4.4 KM 0845035.2 |
 LX5824| LX5434 SCOVILLES SUMMER HOUSE              APPROX. 4.4 KM 0854030.3 |
 LX5824| LX5809 SAYBROOK BREAKWATER LH              APPROX. 7.1 KM 2521334.8 |
 LX5824| LX5831 HAWKS NEST BEACH WINDMILL           APPROX. 1.9 KM 2682132.4 |
 LX5824| CZ6581 HATCHETT RM 1                        11.350 METERS 30604     |
 LX5824|---------------------------------------------------------------------|
 LX5824
 LX5824                          SUPERSEDED SURVEY CONTROL
 LX5824
 LX5824  NAD 83(1992)-  41 16 58.12243(N)    072 15 42.49578(W) AD(       ) 3
 LX5824  NAD 83(1986)-  41 16 58.12438(N)    072 15 42.49945(W) AD(       ) 3
 LX5824  NAD 27      -  41 16 57.77500(N)    072 15 44.21400(W) AD(       ) 3
 LX5824
 LX5824.Superseded values are not recommended for survey control.
 LX5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5824.See file dsdata.txt to determine how the superseded data were derived.
 LX5824
 LX5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2931173769(NAD 83)
 LX5824_MARKER: Z = SEE DESCRIPTION
 LX5824_SETTING: 0 = UNSPECIFIED SETTING
 LX5824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5824
 LX5824  HISTORY     - Date     Condition        Report By
 LX5824  HISTORY     - 1934     MONUMENTED       CGS
 LX5824  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5824  HISTORY     - 20030418 MARK NOT FOUND   USPSQD
 LX5824
 LX5824                          STATION DESCRIPTION
 LX5824
 LX5824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5824'THE STATION IS LOCATED ON THE PROPERTY OF THE HATCHETT POINT
 LX5824'IMPROVEMENT ASSOCIATION, AT THE SOUTHERN END OF HATCHETT
 LX5824'POINT.  IT IS MARKED BY A STANDARD DISC SET IN THE TOP OF A BLOCK
 LX5824'OF CONCRETE THAT IS ON THE S SIDE OF A FLAGPOLE, WHICH HAS A
 LX5824'CIRCULAR CONCRETE BASE.  THE MARK IS DIRECTLY UNDERNEATH THE TOP
 LX5824'OF THE FLAGPOLE, THE POLE BEING SUFFICIENTLY OUT OF PLUMB TO
 LX5824'MAKE THIS POSSIBLE.  NO SUB-SURFACE MARK WAS ESTABLISHED.
 LX5824'
 LX5824'REFERENCE MARKS NO.1 AND NO.2 STANDARD DISCS SET IN BOULDER
 LX5824'W AND NE OF THE STATION RESPECTIVELY.
 LX5824'
 LX5824'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5824
 LX5824                          STATION RECOVERY (1954)
 LX5824
 LX5824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LEW)
 LX5824'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A THOROUGH
 LX5824'SEARCH.  A NEW HOUSE HAS BEEN BUILT ON THE POINT AND IS BELIEVED
 LX5824'TO HAVE COVERED THE STATION MARK AND BOTH REFERENCE MARKS WITH
 LX5824'THE BUILDING AND A FILLED-IN AREA OF LAWN.
 LX5824
 LX5824                          STATION RECOVERY (2003)
 LX5824
 LX5824'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1532 ***********************************************************************
 MZ1532  DESIGNATION -  HATS
 MZ1532  PID         -  MZ1532
 MZ1532  STATE/COUNTY-  CT/WINDHAM
 MZ1532  USGS QUAD   -  SOUTHBRIDGE (1979)
 MZ1532
 MZ1532                         *CURRENT SURVEY CONTROL
 MZ1532  ___________________________________________________________________
 MZ1532* NAD 83(1996)-  42 01 29.43280(N)    072 04 53.75495(W)     ADJUSTED  
 MZ1532* NAVD 88     -       320.6    (meters)    1052.     (feet)  VERTCON   
 MZ1532  ___________________________________________________________________
 MZ1532  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 MZ1532  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 MZ1532
 MZ1532  HORZ ORDER  -  FIRST
 MZ1532
 MZ1532.The horizontal coordinates were established by classical geodetic methods
 MZ1532.and adjusted by the National Geodetic Survey in August 1998..
 MZ1532
 MZ1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1532
 MZ1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1532
 MZ1532.The geoid height was determined by GEOID03.
 MZ1532
 MZ1532;                    North         East     Units Scale Factor Converg.
 MZ1532;SPC CT       -   284,946.403   360,157.177   MT  1.00001985   +0 26 35.5
 MZ1532;SPC CT       -   934,861.66  1,181,615.67   sFT  1.00001985   +0 26 35.5
 MZ1532;UTM  18      - 4,656,655.717   741,612.038   MT  1.00031837   +1 57 16.8
 MZ1532;UTM  19      - 4,657,129.793   244,875.670   MT  1.00040098   -2 03 50.7
 MZ1532
 MZ1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1532!SPC CT       -   0.99995426  x   1.00001985  =   0.99997411
 MZ1532!UTM  18      -   0.99995426  x   1.00031837  =   1.00027262
 MZ1532!UTM  19      -   0.99995426  x   1.00040098  =   1.00035522
 MZ1532
 MZ1532:                Primary Azimuth Mark                     Grid Az
 MZ1532:SPC CT       -  SOUTHBRIDGE CABLE TV MAST                072 14 02.0
 MZ1532:UTM  18      -  SOUTHBRIDGE CABLE TV MAST                070 43 20.7
 MZ1532:UTM  19      -  SOUTHBRIDGE CABLE TV MAST                074 44 28.2
 MZ1532
 MZ1532|---------------------------------------------------------------------|
 MZ1532| PID    Reference Object                     Distance      Geod. Az  |
 MZ1532|                                                           dddmmss.s |
 MZ1532| MZ1531 SOUTHBRIDGE CABLE TV MAST           APPROX. 4.2 KM 0724037.5 |
 MZ1532| MY3740 VEGA                                APPROX. 7.8 KM 0794846.1 |
 MZ1532| DA2665 HATS RM 1                            11.493 METERS 13410     |
 MZ1532| DA2666 HATS RM 2                            24.648 METERS 18805     |
 MZ1532|---------------------------------------------------------------------|
 MZ1532
 MZ1532                          SUPERSEDED SURVEY CONTROL
 MZ1532
 MZ1532  NAD 83(1996)-  42 01 29.43272(N)    072 04 53.75495(W) AD(       ) 1
 MZ1532  NAD 83(1992)-  42 01 29.43295(N)    072 04 53.75436(W) AD(       ) 1
 MZ1532  NAD 83(1992)-  42 01 29.43304(N)    072 04 53.75446(W) AD(       ) 1
 MZ1532  NAD 83(1986)-  42 01 29.43442(N)    072 04 53.75377(W) AD(       ) 1
 MZ1532  NAD 27      -  42 01 29.08811(N)    072 04 55.47828(W) AD(       ) 1
 MZ1532  NGVD 29 (07/19/86)  320.8    (m)         1052.     (f) VERT ANG       
 MZ1532
 MZ1532.Superseded values are not recommended for survey control.
 MZ1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1532.See file dsdata.txt to determine how the superseded data were derived.
 MZ1532
 MZ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4161256656(NAD 83)
 MZ1532_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MZ1532_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1532_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ1532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1532+STABILITY: POSITION/ELEVATION WELL
 MZ1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MZ1532+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 MZ1532
 MZ1532  HISTORY     - Date     Condition        Report By
 MZ1532  HISTORY     - 1977     MONUMENTED       NGS
 MZ1532  HISTORY     - 20040429 GOOD             GEOCAC
 MZ1532  HISTORY     - 20040613 GOOD             INDIV
 MZ1532  HISTORY     - 20050731 GOOD             GEOCAC
 MZ1532
 MZ1532                          STATION DESCRIPTION
 MZ1532
 MZ1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 MZ1532'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTHWEST OF
 MZ1532'SOUTHBRIDGE MASSACHUSETTS, 1-1/4 MILES EAST OF THE
 MZ1532'TOLLAND-WINDHAM COUNTY LINE, 1/2 MILE
 MZ1532'WEST OF CONNECTICUT STATE HIGHWAY
 MZ1532'198 AND 1/4 MILE SOUTH OF THE CONNECTICUT-MASSACHUSETTS STATE
 MZ1532'LINE.  IT IS ON PROPERTY OWNED BY THE SOUTHBRIDGE WATER SUPPLY
 MZ1532'COMPANY, 70 FOSTER STREET, SOUTHBRIDGE, MASSACHUSETTS 01550.
 MZ1532'PERMISSION WAS GRANTED BY MR. CHESTER R. SPIEVOGEL.
 MZ1532'
 MZ1532'TO REACH THE STATION FROM THE POST OFFICE IN WOODSTOCK VALLEY,
 MZ1532'GO SOUTHWEST ON STATE HIGHWAY 171 FOR 0.1 MILE TO THE JUNCTION
 MZ1532'WITH STATE HIGHWAY 198.  TURN RIGHT AND GO NORTH ON STATE
 MZ1532'HIGHWAY 198 FOR 3.0 MILES TO THE JUNCTION WITH STATE HIGHWAY
 MZ1532'CONNECTICUT-MASSACHUSETTS STATE LINE.  CONTINUE NORTH ON
 MZ1532'HIGHWAY 198 FOR 1.7 MILES TO A SIDE ROAD LEFT AND THE BROKEN
 MZ1532'WHEEL RESTAURANT ON THE LEFT.  TURN LEFT AND GO NORTH ON
 MZ1532'DENNISON DRIVE FOR 1.25 MILES TO A FORK.  TAKE THE LEFT FORK
 MZ1532'AND GO NORTHWEST ON OLD SOUTH ROAD FOR 0.1 MILE TO A T-ROAD.
 MZ1532'TURN LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.3 MILE TO A
 MZ1532'CROSSROAD.  TURN LEFT AND GO SOUTH ON BREAKNECK ROAD FOR
 MZ1532'1.45 MILES TO A HOUSE ON THE RIGHT,
 MZ1532'BELONGING TO THE MANAGER OF THE WATER SUPPLY
 MZ1532'AREA.  CONTINUE SOUTH ON A GRAVEL ROAD FOR 0.65 MILE
 MZ1532'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHWEST ON THE
 MZ1532'MAIN TRAVELED ROAD FOR 0.1 MILE TO A METAL GATE ON THE LEFT
 MZ1532'AT A FORK.  TAKE THE LEFT FORK, PASSING THROUGH THE GATE AND
 MZ1532'CONTINUE SOUTHERLY ON A TRACK ROAD FOR 0.55 MILE TO A TRACK
 MZ1532'ROAD ON THE LEFT.  CONTINUE AHEAD SOUTHERLY ON THE MAIN
 MZ1532'TRAVELED ROAD FOR 0.2 MILE TO A WOODS ROAD ON THE LEFT.  TURN
 MZ1532'LEFT AND GO EAST AND SOUTHEAST ON THE NARROW WOODS
 MZ1532'ROAD FOR 0.7 MILE TO THE TOP OF THE HILL AND THE STATION.
 MZ1532'
 MZ1532'STATION MARK, STAMPED---HATS 1977---, IS A STANDARD DISK
 MZ1532'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING OF BEDROCK THAT
 MZ1532'DROPS OFF SHARPLY TO THE NORTH.  IT IS 46 FEET SOUTH OF A LARGE
 MZ1532'TWIN-TRUNK PINE TREE, 38.3 FEET NORTHWEST OF A METAL WITNESS
 MZ1532'POST AND 15.5 FEET NORTH OF A 24-INCH TRIANGULAR BLAZED PINE
 MZ1532'TREE.  NO STEEL ROD COULD BE DRIVEN BY THE MARK, DUE TO THE
 MZ1532'ROCK IN THE AREA.
 MZ1532'
 MZ1532'REFERENCE MARK 1, STAMPED---HATS NO 1 1977---, IS A STANDARD
 MZ1532'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 MZ1532'HAS ABOUT A 8 FOOT DROP ON THE SOUTH FACE OF THE ROCK AND IS
 MZ1532'ABOUT 1 FOOT LOWER THAN THE STATION MARK.  IT IS 25.3 FEET
 MZ1532'SOUTHEAST OF THE 24-INCH TRIANGULAR BLAZED PINE TREE, 5.5 FEET
 MZ1532'SOUTHWEST OF THE METAL WITNESS POST AND 0.9 FOOT NORTHWEST OF
 MZ1532'THE EDGE OF THE ROCK CLIFF THAT DROPS OFF ABOUT 3 FEET.
 MZ1532'
 MZ1532'REFERENCE MARK 2, STAMPED---HATS NO 2 1977---, IS A STANDARD
 MZ1532'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT
 MZ1532'IS ABOUT 5 FEET LOWER THAN THE STATION MARK.  IT IS 33 FEET
 MZ1532'OF A TWIN-TRUNK PINE TREE, 14.5 FEET EAST OF A 20-INCH PINE
 MZ1532'AND 10.4 FEET SOUTHWEST OF A 12-INCH TRIANGULAR BLAZED PINE
 MZ1532'TREE.
 MZ1532'
 MZ1532'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK.
 MZ1532'
 MZ1532'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 22.7 METERS.
 MZ1532'
 MZ1532'DESCRIBED BY L.D. ACRES.
 MZ1532
 MZ1532                          STATION RECOVERY (2004)
 MZ1532
 MZ1532'RECOVERY NOTE BY GEOCACHING 2004
 MZ1532'FOUND STATION AND RM1 IN GOOD CONDITION
 MZ1532
 MZ1532                          STATION RECOVERY (2004)
 MZ1532
 MZ1532'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DKA)
 MZ1532'FOUND STATION AND RM1.
 MZ1532
 MZ1532                          STATION RECOVERY (2005)
 MZ1532
 MZ1532'RECOVERY NOTE BY GEOCACHING 2005 (JLH)
 MZ1532'STATION, RM 1, AND RM 2 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6048 ***********************************************************************
 LX6048  DESIGNATION -  HAVEMEYERS CHIMNEY
 LX6048  PID         -  LX6048
 LX6048  STATE/COUNTY-  CT/MIDDLESEX
 LX6048  USGS QUAD   -  DEEP RIVER (1971)
 LX6048
 LX6048                         *CURRENT SURVEY CONTROL
 LX6048  ___________________________________________________________________
 LX6048* NAD 83(1996)-  41 26 24.96462(N)    072 27 58.19966(W)     ADJUSTED  
 LX6048* NAVD 88     -                                                        
 LX6048  ___________________________________________________________________
 LX6048  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LX6048  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6048
 LX6048  HORZ ORDER  -  THIRD
 LX6048
 LX6048.The horizontal coordinates were established by classical geodetic methods
 LX6048.and adjusted by the National Geodetic Survey in August 1998..
 LX6048
 LX6048
 LX6048.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6048
 LX6048.The geoid height was determined by GEOID03.
 LX6048
 LX6048;                    North         East     Units Scale Factor Converg.
 LX6048;SPC CT       -   219,844.112   328,520.966   MT  0.99998446   +0 11 17.5
 LX6048;SPC CT       -   721,271.89  1,077,822.54   sFT  0.99998446   +0 11 17.5
 LX6048;UTM  18      - 4,590,731.818   711,683.645   MT  1.00015149   +1 40 39.4
 LX6048
 LX6048                          SUPERSEDED SURVEY CONTROL
 LX6048
 LX6048  NAD 83(1992)-  41 26 24.96380(N)    072 27 58.19943(W) AD(       ) 4
 LX6048  NAD 83(1986)-  41 26 24.96563(N)    072 27 58.20210(W) AD(       ) 4
 LX6048  NAD 27      -  41 26 24.60500(N)    072 27 59.91000(W) AD(       ) 3
 LX6048
 LX6048.Superseded values are not recommended for survey control.
 LX6048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6048.See file dsdata.txt to determine how the superseded data were derived.
 LX6048
 LX6048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1168490732(NAD 83)
 LX6048
 LX6048  HISTORY     - Date     Condition        Report By
 LX6048  HISTORY     - 1934     MONUMENTED       CGS
 LX6048  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6048
 LX6048                          STATION DESCRIPTION
 LX6048
 LX6048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6048'THE RESIDENCE OF H.B. HAVEMEYER IS 3/4 MILE S OF THE INTERSECTION
 LX6048'OF ROUTES 9 AND 82.  IT STANDS ON A CONSIDERABLE ELEVATION
 LX6048'ABOVE ROUTE 9, FACING E.  THE 1 1/2-STORY HOUSE HAS FOUR GAMBREL
 LX6048'ROOFED GABLES POINTING N, S, E AND W.  THE SIDES ARE COVERED WITH
 LX6048'WHITE SHINGLES AND THE ROOF IS OF LIGHT COLORED COMPOSITION
 LX6048'SHINGLES.  THERE ARE GREEN SHUTTERS AT THE WINDOWS.  A SINGLE
 LX6048'RED BRICK CHIMNEY IS SLIGHTLY NW OF THE INTERSECTION OF THE
 LX6048'RIDGEPOLES.
 LX6048'
 LX6048'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6048
 LX6048                          STATION RECOVERY (1948)
 LX6048
 LX6048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6048'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5831 ***********************************************************************
 LX5831  DESIGNATION -  HAWKS NEST BEACH WINDMILL
 LX5831  PID         -  LX5831
 LX5831  STATE/COUNTY-  CT/NEW LONDON
 LX5831  USGS QUAD   -  OLD LYME (1976)
 LX5831
 LX5831                         *CURRENT SURVEY CONTROL
 LX5831  ___________________________________________________________________
 LX5831* NAD 83(1996)-  41 16 56.35904(N)    072 17 03.77749(W)     ADJUSTED  
 LX5831* NAVD 88     -                                                        
 LX5831  ___________________________________________________________________
 LX5831  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LX5831  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5831
 LX5831  HORZ ORDER  -  THIRD
 LX5831
 LX5831.The horizontal coordinates were established by classical geodetic methods
 LX5831.and adjusted by the National Geodetic Survey in August 1998..
 LX5831
 LX5831
 LX5831.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5831
 LX5831.The geoid height was determined by GEOID03.
 LX5831
 LX5831;                    North         East     Units Scale Factor Converg.
 LX5831;SPC CT       -   202,368.834   343,807.304   MT  0.99999271   +0 18 31.4
 LX5831;SPC CT       -   663,938.42  1,127,974.46   sFT  0.99999271   +0 18 31.4
 LX5831;SPC NY L     -   125,301.006   443,720.275   MT  1.00002331   +1 07 19.8
 LX5831;SPC NY L     -   411,091.72  1,455,772.27   sFT  1.00002331   +1 07 19.8
 LX5831;UTM  18      - 4,573,655.496   727,421.445   MT  1.00023657   +1 47 32.8
 LX5831
 LX5831                          SUPERSEDED SURVEY CONTROL
 LX5831
 LX5831  NAD 83(1992)-  41 16 56.35798(N)    072 17 03.77716(W) AD(       ) 4
 LX5831  NAD 83(1986)-  41 16 56.35990(N)    072 17 03.78034(W) AD(       ) 4
 LX5831  NAD 27      -  41 16 56.01000(N)    072 17 05.50000(W) AD(       ) 3
 LX5831
 LX5831.Superseded values are not recommended for survey control.
 LX5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5831.See file dsdata.txt to determine how the superseded data were derived.
 LX5831
 LX5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2742173655(NAD 83)
 LX5831
 LX5831  HISTORY     - Date     Condition        Report By
 LX5831  HISTORY     - 1934     MONUMENTED       CGS
 LX5831  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5831
 LX5831                          STATION DESCRIPTION
 LX5831
 LX5831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5831'THE HAWKS NEST BEACH WINDMILL IS JUST N OF THE DRIVE ALONG THE
 LX5831'BEACH AND AT THE S EDGE OF THE WOODED AREA.  THE WINDMILL IS AT
 LX5831'THE TOP OF A SQUARE PYRAMID ANGLE IRON TOWER.  THE TANK IS
 LX5831'SUPPORTED ON 2-BY 8-INCH WOODEN BEAMS INSIDE THE TOWER AT THE
 LX5831'HALFWAY POINT.
 LX5831'
 LX5831'THE STATION IS THE APEX OF THE TOWER.  HEIGHT ABOUT 50 FEET.
 LX5831
 LX5831                          STATION RECOVERY (1954)
 LX5831
 LX5831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5831'STATION DESTROYED.  THE TANK IS STILL IN PLACE AND RECOVERED,
 LX5831'HOWEVER, THE APEX OF THE TOWER HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3671 ***********************************************************************
 LX3671  DESIGNATION -  HAY
 LX3671  PID         -  LX3671
 LX3671  STATE/COUNTY-  CT/NEW HAVEN
 LX3671  USGS QUAD   -  ANSONIA (1984)
 LX3671
 LX3671                         *CURRENT SURVEY CONTROL
 LX3671  ___________________________________________________________________
 LX3671* NAD 83(1996)-  41 15 24.82887(N)    073 01 53.94332(W)     ADJUSTED  
 LX3671* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 LX3671  ___________________________________________________________________
 LX3671  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LX3671  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3671
 LX3671  HORZ ORDER  -  SECOND
 LX3671
 LX3671.The horizontal coordinates were established by classical geodetic methods
 LX3671.and adjusted by the National Geodetic Survey in August 1998..
 LX3671
 LX3671.The orthometric height was scaled from a topographic map.
 LX3671
 LX3671.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3671
 LX3671.The geoid height was determined by GEOID03.
 LX3671
 LX3671;                    North         East     Units Scale Factor Converg.
 LX3671;SPC CT       -   199,478.545   281,196.270   MT  0.99999474   -0 11 12.3
 LX3671;SPC CT       -   654,455.86    922,558.10   sFT  0.99999474   -0 11 12.3
 LX3671;UTM  18      - 4,569,143.954   664,901.043   MT  0.99993467   +1 17 53.9
 LX3671
 LX3671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3671!SPC CT       -   0.99999759  x   0.99999474  =   0.99999233
 LX3671!UTM  18      -   0.99999759  x   0.99993467  =   0.99993226
 LX3671
 LX3671|---------------------------------------------------------------------|
 LX3671| PID    Reference Object                     Distance      Geod. Az  |
 LX3671|                                                           dddmmss.s |
 LX3671| LX7652 HAY RM 1                             14.252 METERS 10658     |
 LX3671| LX3702 MILFORD 2 RESET                     APPROX. 3.8 KM 1654301.0 |
 LX3671| LX7591 HAY RM 3                              7.649 METERS 24358     |
 LX3671| CB3520 HAY RM 2                             16.666 METERS 30652     |
 LX3671|---------------------------------------------------------------------|
 LX3671
 LX3671                          SUPERSEDED SURVEY CONTROL
 LX3671
 LX3671  NAD 83(1992)-  41 15 24.82778(N)    073 01 53.94302(W) AD(       ) 2
 LX3671  NAD 83(1986)-  41 15 24.82977(N)    073 01 53.94887(W) AD(       ) 2
 LX3671  NAD 83(1986)-  41 15 24.82885(N)    073 01 53.94972(W) AD(       ) 2
 LX3671  NAD 27      -  41 15 24.47900(N)    073 01 55.56400(W) AD(       ) 2
 LX3671
 LX3671.Superseded values are not recommended for survey control.
 LX3671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3671.See file dsdata.txt to determine how the superseded data were derived.
 LX3671
 LX3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6490169144(NAD 83)
 LX3671_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3671_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3671+STABILITY: SURFACE MOTION
 LX3671
 LX3671  HISTORY     - Date     Condition        Report By
 LX3671  HISTORY     - 1933     MONUMENTED       CGS
 LX3671  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX3671  HISTORY     - 1982     GOOD             NGS
 LX3671
 LX3671                          STATION DESCRIPTION
 LX3671
 LX3671'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3671'THIS STATION IS ON THE HAYLAND FARM PROPERTY OF THE FAIRLEA
 LX3671'FARMS CO.  THE STATION IS SOUTHERLY OF ALL EXCEPT ONE OF THE RED
 LX3671'BARNS AND SHEDS EASTERLY OF THE WHITE FARMHOUSE.  OF THE BUILDINGS
 LX3671'NEAREST TO THE STATION CENTER POST AT SOUTHERLY SIDE OF OPEN SHED
 LX3671'BEARS N 30 DEG E (MAGNETIC) AND IS 14.8 METERS DISTANT.  WINDMILL
 LX3671'TOWER BEARS N 25 DEG W (MAGNETIC) AND IS 26.27 METERS
 LX3671'DISTANT.  NORTHEASTERLY CORNER OF SMALL CATTLE BARN BEARS S 10
 LX3671'DEG E AND IS 9.45 METERS DISTANT.
 LX3671'
 LX3671'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX3671'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX3671'
 LX3671'REFERENCE MARK NO. 1 IS 2.8 METERS EASTERLY OF A WIRE FENCE.  IT
 LX3671'BEARS S 60 DEG E (MAGNETIC).  REFERENCE MARK NO. 2 IS ABOUT 11
 LX3671'METERS SOUTHERLY FROM THE WINDMILL TOWER.  IT BEARS N 40 DEG W
 LX3671'(MAGNETIC).
 LX3671'
 LX3671'TO APPROACH FROM MILFORD--LEAVING THE TOWN HALL, GO EASTERLY
 LX3671'ON RIVER STREET AND CONTINUE ON TO THE POST ROAD.  AT A POINT
 LX3671'1.8 MILES FROM THE TOWN HALL TURN LEFT INTO RED BUSH LANE.  GO
 LX3671'0.9 MILE AND TURN RIGHT ON OLD TAVERN ROAD.  GO 0.3 MILE TO THE
 LX3671'HAYLAND FARM.
 LX3671'
 LX3671'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 LX3671
 LX3671                          STATION RECOVERY (1962)
 LX3671
 LX3671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LX3671'FOLLOWED G.C.M.S INSTRUCTIONS TO REACH FROM MILFORD, VIA RED BUSH
 LX3671'LANE, AND OLD TAVERN ROAD.  FOUND HAYLAND FARM PROPERTY OF
 LX3671'FAIRLEA FARM CO., NOW OWNED BY CHARLES F. TREAT.  PARKED CAR N
 LX3671'OF OLD HAYLAND WATER TANK AND WINDMILL.  AND WALKED SLY 27 METERS
 LX3671'TO STATION HAY.
 LX3671'
 LX3671'HAY IS IN VERY GOOD CONDITION, ABOUT 1 IN. ABOVE GROUND LEVEL.
 LX3671'
 LX3671'R.M. 1 IN VERY GOOD CONDITION, EXCEPT CONCRETE POST IS TILTED
 LX3671'TOWARD THE S.
 LX3671'
 LX3671'R.M. 2 WAS NOT FOUND, ALTHOUGH I TAPED FROM WINDMILL AND FROM
 LX3671'STATION HAY.  2S POSITION, 11 METERS SLY FROM WINDMILL, IS CLOSE TO
 LX3671'A N AND S, WIRE FENCE, W OF WHICH IS A FIELD OF LIGHT GREEN
 LX3671'GRASS.  NO. 2 MAY HAVE BEEN DISTURBED BY PLOUGHING, IN RECENT
 LX3671'YEARS.
 LX3671'
 LX3671'CHECKED DISTANCES TO CENTER POST, SLY SIDE OF OPEN SHED, AND TO
 LX3671'WINDMILL TOWER--BOTH CORRECT.  SMALL CATTLE BARN IS GONE.  ITS NELY
 LX3671'CORNER WAS S 10 DEG E, AND 9.45 METERS FROM HAY.
 LX3671'
 LX3671'HAY SEES CLARK HILL (MILFORD 2), ALTHOUGH MILFORD 2 MAY REQUIRE
 LX3671'A TOWER.
 LX3671'
 LX3671'MR. TREATS DAUGHTER, AND HER SON (CHARLES F.  , LAST NAME NOT
 LX3671'RECORDED), HELPED ME FIND MARKERS HERE.
 LX3671'
 LX3671'ON MY RETURN FROM STATION HAY, I WENT SWLY ON OLD TAVERN ROAD,
 LX3671'WHICH RUNS INTO, AND BECOMES, FOREST ROAD.  THE LATTER, 2.1 MILES
 LX3671'FROM HAY, ENDS AT THE BOSTON POST ROAD (ROUTE 1), AT A POINT ABOUT
 LX3671'100 YARDS NW OF THE MILFORD MOTEL.  FROM HERE, THE ENTRANCE RAMP
 LX3671'38 TO CONNECTICUT TURNPIKE IN 1.2 MILES WEST.
 LX3671'
 LX3671'FOREST ROAD IS WELL PAVED AND PROVIDES A MORE DIRECT APPROACH
 LX3671'TO STATION.  RED BUSH LANE IS RATHER NARROW AND WINDING, AND NOT
 LX3671'TOO WELL PAVED.  AND ALONG ITS NORTHERN PORTION IS SOMEWHAT DUG-UP,
 LX3671'PRESUMEABLY FOR UNDERGROUND FACILITIES FOR HOUSING DEVELOPMENTS
 LX3671'IN THAT AREA.
 LX3671
 LX3671                          STATION RECOVERY (1982)
 LX3671
 LX3671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3671'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3671'IN GOOD CONDITION. REFERENCE MARK 3 WAS SET AND THE TOWER
 LX3671'WAS BUILT OVER IT. THE DISTANCES TO THE REFERENCE MARKS
 LX3671'AGREED WITH THE 1933 DATA BUT THE DISTANCE BETWEEN THEM
 LX3671'WAS 3 CM SHORTER. THE ANGLE BETWEEN THE REFERENCE MARKS
 LX3671'WAS 40 MINUTES SMALLER. A NEW TO REACH FOLLOWS.
 LX3671'
 LX3671'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) WEST-SOUTHWEST
 LX3671'OF WEST HAVEN, 5.6 KM (3.5 MI) SOUTH OF THE JUNCTION OF
 LX3671'STATE ROUTES 34 AND 15 AND 4.8 KM (3.0 MI) NORTHEAST OF
 LX3671'MILFORD.
 LX3671'OWNERSHIP--CHARLES F TREAT, 361 OLD TAVERN ROAD,
 LX3671'ORANGE CT 06477, PHONE 203-799-2453.
 LX3671'
 LX3671'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 1
 LX3671'AND STATE ROUTE 121 IN MILFORD, GO NORTH ON STATE ROUTE
 LX3671'121 FOR 2.9 KM (1.8 MI) TO WOODRUFF ROAD ON THE RIGHT.
 LX3671'TURN RIGHT, EAST, ON WOODRUFF ROAD AND GO 1.4 KM (0.9 MI)
 LX3671'TO A STOP SIGN AT THE INTERSECTION WITH BURNT PLAINS ROAD.
 LX3671'TURN LEFT, NORTH, ON BURNT PLAINS ROAD AND GO 0.5 KM
 LX3671'(O.3 MI) TO A DRIVE ON THE NORTH SIDE OF A TWO
 LX3671'STORY HOUSE. TURN RIGHT, EAST, FOR 0.2 KM (0.1 MI)
 LX3671'TO AN OLD WATER TANK ON THE RIGHT. TURN RIGHT, SOUTH,
 LX3671'BETWEEN THE TANK AND A SHED FOR 15 METERS (49.2 FT) TO THE STATION.
 LX3671'
 LX3671'THE STATION IS A STANDARD NGS DISK
 LX3671'STAMPED---HAY 1933---,
 LX3671'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 21 CM ON A SIDE
 LX3671'FLUSH WITH GROUND.  IT IS LOCATED
 LX3671'23.47 METERS (77.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST LEG OF
 LX3671'AN OLD WATER TANK,
 LX3671'14.63 METERS (48.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF A
 LX3671'MACHINERY SHED
 LX3671'9.45 METERS (31.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 LX3671'A CONCRETE PAD,
 LX3671'8.53 METERS (28.0 FT) NORTH FROM A DOUBLE TRUNKED WILD CHERRY
 LX3671'TREE.
 LX3671'THE UNDERGROUND MARK IS -THE 1933 DATA STATES THAT THERE IS AN
 LX3671'UNDERGROUND DISK.
 LX3671'
 LX3671'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3671'STAMPED---NO 1 1933---,
 LX3671'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 LX3671'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3671'15.85 METERS (52.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 LX3671'MACHINERY SHED AND
 LX3671'10.36 METERS (34.0 FT) EAST FROM A DOUBLE TRUNKED WILD CHERRY
 LX3671'TREE.
 LX3671'MARK IS ABOVE STATION 0.8 METER.
 LX3671'
 LX3671'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3671'STAMPED---NO 2 1933---,
 LX3671'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 LX3671'FLUSH WITH GROUND.  IT IS LOCATED
 LX3671'16.46 METERS (54.0 FT) NORTH FROM THE NORTHEAST CORNER OF A
 LX3671'CONCRETE PAD,
 LX3671'9.75 METERS (32.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LX3671'A MACHINERY SHED AND
 LX3671'8.72 METERS (28.6 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST LEG OF
 LX3671'AN OLD WATER TANK.
 LX3671'MARK IS LEVEL WITH STATION.
 LX3671'
 LX3671'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3671'STAMPED---HAY 1933 NO 3 1982---,
 LX3671'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3671'FLUSH WITH GROUND.  IT IS LOCATED
 LX3671'23.23 METERS (76.2 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST LEG OF
 LX3671'AN OLD WATER TANK,
 LX3671'17.47 METERS (57.3 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 LX3671'OF A MACHINERY SHED,
 LX3671'11.43 METERS (37.5 FT) WEST-SOUTHWEST FROM A DOUBLE TRUNKED WILD
 LX3671'CHERRY TREE AND
 LX3671'2.44 METERS (8.0 FT) NORTHEAST FROM THE NORTHWEST CORNER OF A
 LX3671'CONCRETE SLAB.
 LX3671'MARK IS LEVEL WITH STATION.
 LX3671'
 LX3671'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX3671'
 LX3671'DESCRIBED BY D.R. VARNEY, CHECKED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2659 ***********************************************************************
 MZ2659  DESIGNATION -  HAY
 MZ2659  PID         -  MZ2659
 MZ2659  STATE/COUNTY-  CT/LITCHFIELD
 MZ2659  USGS QUAD   -  SOUTH SANDISFIELD (1969)
 MZ2659
 MZ2659                         *CURRENT SURVEY CONTROL
 MZ2659  ___________________________________________________________________
 MZ2659* NAD 83(1996)-  42 00 16.91109(N)    073 12 29.93045(W)     ADJUSTED  
 MZ2659* NAVD 88     -       522.9    (meters)    1716.     (feet)  VERTCON   
 MZ2659  ___________________________________________________________________
 MZ2659  LAPLACE CORR-           9.15  (seconds)                    DEFLEC99
 MZ2659  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 MZ2659
 MZ2659  HORZ ORDER  -  FIRST
 MZ2659
 MZ2659.The horizontal coordinates were established by classical geodetic methods
 MZ2659.and adjusted by the National Geodetic Survey in August 1998..
 MZ2659
 MZ2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2659
 MZ2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2659
 MZ2659.The geoid height was determined by GEOID03.
 MZ2659
 MZ2659;                    North         East     Units Scale Factor Converg.
 MZ2659;SPC CT       -   282,595.390   266,831.274   MT  1.00001690   -0 18 14.0
 MZ2659;SPC CT       -   927,148.38    875,428.94   sFT  1.00001690   -0 18 14.0
 MZ2659;SPC MA M     -   863,008.181    58,488.948   MT  0.99997037   -1 08 51.1
 MZ2659;SPC MA M     - 2,831,386.01    191,892.49   sFT  0.99997037   -1 08 51.1
 MZ2659;UTM  18      - 4,651,850.512   648,374.828   MT  0.99987090   +1 11 57.1
 MZ2659
 MZ2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2659!SPC CT       -   0.99992258  x   1.00001690  =   0.99993948
 MZ2659!SPC MA M     -   0.99992258  x   0.99997037  =   0.99989295
 MZ2659!UTM  18      -   0.99992258  x   0.99987090  =   0.99979349
 MZ2659
 MZ2659                          SUPERSEDED SURVEY CONTROL
 MZ2659
 MZ2659  NAD 83(1996)-  42 00 16.91107(N)    073 12 29.93053(W) AD(       ) 1
 MZ2659  NAD 83(1992)-  42 00 16.91212(N)    073 12 29.93125(W) AD(       ) 1
 MZ2659  NAD 83(1992)-  42 00 16.91245(N)    073 12 29.93152(W) AD(       ) 1
 MZ2659  NAD 83(1986)-  42 00 16.91087(N)    073 12 29.93207(W) AD(       ) 1
 MZ2659  NAD 83(1986)-  42 00 16.91088(N)    073 12 29.93184(W) AD(       ) 2
 MZ2659  NGVD 29 (07/14/89)  523.1    (m)         1716.     (f) VERT ANG       
 MZ2659
 MZ2659.Superseded values are not recommended for survey control.
 MZ2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2659.See file dsdata.txt to determine how the superseded data were derived.
 MZ2659
 MZ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4837551851(NAD 83)
 MZ2659_MARKER: DS = TRIANGULATION STATION DISK
 MZ2659_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MZ2659+WITH SETTING: PAVEMENT
 MZ2659_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2659+STABILITY: SURFACE MOTION
 MZ2659
 MZ2659  HISTORY     - Date     Condition        Report By
 MZ2659  HISTORY     - 1984     MONUMENTED       NGS
 MZ2659
 MZ2659                          STATION DESCRIPTION
 MZ2659
 MZ2659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 MZ2659'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 MZ2659'EAST-SOUTHEAST OF CANAAN, 4.5 KM (2.8 MI) SOUTH OF THE
 MZ2659'MASSACHUSETTS STATE LINE, 2.4 KM (1.5 MI) NORTH OF NORFOLK, 0.3 KM
 MZ2659'(0.2 MI) WEST OF STATE ROUTE 272 AND IN THE HAYSTACK MOUNTAIN STATE
 MZ2659'PARK, ON THE OBSERVATION DECK OF A STONE TOWER.
 MZ2659'OWNERSHIP--STATE DEPT OF ENVIRONMENTAL PROTECTION, RFD 4 PLYMOUTH
 MZ2659'ROAD, HARWINTON CT 06781, PHONE 203-485-0226. PERMISSION BY TONY
 MZ2659'CANTELE.
 MZ2659'
 MZ2659'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE
 MZ2659'HIGHWAY 272 AT THE NORTH EDGE OF NORFOLK, GO NORTH ON HIGHWAY 272
 MZ2659'FOR 0.4 KM (0.25 MI) TO THE ENTRANCE OF HAYSTACK MOUNTAIN STATE
 MZ2659'PARK ON LEFT. CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO A WOODS ROAD
 MZ2659'LEFT WITH A LOCKED WOOD POLE GATE (AT THE SOUTH END OF A CURVE).
 MZ2659'TURN LEFT PASSING THRU POLE GATE AND FOLLOW WINDING ROAD UP THE
 MZ2659'MOUNTAIN FOR 1.0 KM (0.65 MI) TO THE ROAD END AT A STONE TOWER AND
 MZ2659'STATION ON TOP.
 MZ2659'
 MZ2659'THE STATION IS A STANDARD NGS DISK
 MZ2659'STAMPED---HAY 1984---,
 MZ2659'SET INTO A DRILL HOLE WITH CEMENT IN THE CONCRETE FLOORING ON THE
 MZ2659'TOP LEVEL OF TOWER. LOCATED
 MZ2659'1.2 METERS (4.1 FT) WEST FROM THE WESTERLY CORNER OF A ROCK WINDOW
 MZ2659'PILLAR,
 MZ2659'1.0 METERS (3.3 FT) SOUTH FROM THE SOUTHEAST CORNER OF ROCK WINDOW
 MZ2659'PILLAR AND
 MZ2659'0.5 METERS (1.75 FT) EAST-SOUTHEAST FROM THE NORTHEAST CORNER OF
 MZ2659'THE TOP STEP.
 MZ2659'
 MZ2659'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 MZ2659'
 MZ2659'NO REFERENCE OR AZIMUTH MARKS WERE ESTABLISHED.
 MZ2659'
 MZ2659'A TAPED TRAVERSE WAS MADE TO HAYSTACK CTGS. SEE DESCRIPTION THEREOF.
 MZ2659'
 MZ2659'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7591 ***********************************************************************
 LX7591  DESIGNATION -  HAY RM 3
 LX7591  PID         -  LX7591
 LX7591  STATE/COUNTY-  CT/NEW HAVEN
 LX7591  USGS QUAD   -  ANSONIA (1984)
 LX7591
 LX7591                         *CURRENT SURVEY CONTROL
 LX7591  ___________________________________________________________________
 LX7591* NAD 83(1996)-  41 15 24.72007(N)    073 01 54.23858(W)     ADJUSTED  
 LX7591* NAVD 88     -        45.12   (+/-2cm)     148.0    (feet)  VERTCON   
 LX7591  ___________________________________________________________________
 LX7591  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LX7591  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX7591
 LX7591  HORZ ORDER  -  FIRST
 LX7591  VERT ORDER  -  THIRD (See Below)
 LX7591
 LX7591.The horizontal coordinates were established by classical geodetic methods
 LX7591.and adjusted by the National Geodetic Survey in August 1998..
 LX7591
 LX7591.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7591.The vertical order pertains to the NGVD 29 superseded value.
 LX7591
 LX7591.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7591
 LX7591.The geoid height was determined by GEOID03.
 LX7591
 LX7591;                    North         East     Units Scale Factor Converg.
 LX7591;SPC CT       -   199,475.211   281,189.385   MT  0.99999475   -0 11 12.5
 LX7591;SPC CT       -   654,444.92    922,535.51   sFT  0.99999475   -0 11 12.5
 LX7591;UTM  18      - 4,569,140.443   664,894.247   MT  0.99993464   +1 17 53.7
 LX7591
 LX7591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7591!SPC CT       -   0.99999759  x   0.99999475  =   0.99999234
 LX7591!UTM  18      -   0.99999759  x   0.99993464  =   0.99993223
 LX7591
 LX7591|---------------------------------------------------------------------|
 LX7591| PID    Reference Object                     Distance      Geod. Az  |
 LX7591|                                                           dddmmss.s |
 LX7591| LX3671 HAY                                   7.649 METERS 06358     |
 LX7591| LX7652 HAY RM 1                             20.521 METERS 09214     |
 LX7591| CB3520 HAY RM 2                             14.839 METERS 33411     |
 LX7591|---------------------------------------------------------------------|
 LX7591
 LX7591                          SUPERSEDED SURVEY CONTROL
 LX7591
 LX7591  NAD 83(1992)-  41 15 24.71898(N)    073 01 54.23831(W) AD(       ) 1
 LX7591  NAD 83(1986)-  41 15 24.72104(N)    073 01 54.24394(W) AD(       ) 1
 LX7591  NAD 83(1986)-  41 15 24.72007(N)    073 01 54.24493(W) AD(       ) 1
 LX7591  NGVD 29 (01/16/90)   45.44   (m)          149.1    (f) LEVELING    3  
 LX7591
 LX7591.Superseded values are not recommended for survey control.
 LX7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7591.See file dsdata.txt to determine how the superseded data were derived.
 LX7591
 LX7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6489469140(NAD 83)
 LX7591_MARKER: DR = REFERENCE MARK DISK
 LX7591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7591+STABILITY: SURFACE MOTION
 LX7591
 LX7591  HISTORY     - Date     Condition        Report By
 LX7591  HISTORY     - 1982     MONUMENTED       NGS
 LX7591
 LX7591                          STATION DESCRIPTION
 LX7591
 LX7591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7591'THE STATION IS LOCATED ABOUT
 LX7591'7.2 KM (4.5 MI) WEST-SOUTHWEST OF WEST HAVEN, 5.6 KM (3.5 MI)
 LX7591'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 15 AND 34 AND 4.8 KM
 LX7591'(3.0 MI) NORTHEAST OF MILFORD.
 LX7591'OWNERSHIP--CHARLES F TREAT, 361 OLD TAVERN ROAD, ORANGE CT
 LX7591'06477, PHONE 203-799-2453.
 LX7591'
 LX7591'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTE 1 AND
 LX7591'STATE ROUTE 121 IN MILFORD, GO NORTH ON ROUTE 121 FOR 2.9 KM
 LX7591'(1.8 MI) TO WOODRUFF ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON
 LX7591'WOODRUFF ROAD AND GO 1.4 KM (0.9 MI) TO A STOP SIGN AT THE
 LX7591'INTERSECTION WITH BURNT PLAINS ROAD.  TURN LEFT, NORTH, ON
 LX7591'BURNT PLAINS ROAD AND GO 0.5 KM (0.3 MI) TO A DRIVE ON THE
 LX7591'NORTH SIDE OF A TWO STORY HOUSE.  TURN RIGHT, EAST, ON THE DRIVE
 LX7591'FOR 0.2 KM (0.1 MI) TO AN OLD WATER TANK ON THE RIGHT.  TURN
 LX7591'RIGHT, SOUTH, BETWEEN THE TANK AND A SHED FOR 20 METERS
 LX7591'(66 FEET) TO THE STATION AT THE NORTH END OF A CONCRETE
 LX7591'SLAB.
 LX7591'
 LX7591'THE STATION IS A STANDARD NGS DISK
 LX7591'STAMPED---HAY 1933 NO 3 1982---,
 LX7591'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7591'FLUSH WITH GROUND.  IT IS LOCATED
 LX7591'23.23 METERS (76.2 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST
 LX7591'LEG OF AN OLD WATER TANK,
 LX7591'17.47 METERS (57.3 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 LX7591'OF A MACHINERY SHED,
 LX7591'11.43 METERS (37.5 FT) WEST-SOUTHWEST FROM A DOUBLE TRUNKED WILD
 LX7591'CHERRY TREE AND
 LX7591'2.44 METERS (8.0 FT) NORTHEAST FROM THE NORTHWEST CORNER OF A
 LX7591'CONCRETE SLAB.
 LX7591'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7591'STAMPED---HAY 1933 NO 3 1982---,
 LX7591'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7591'
 LX7591'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7591'STAMPED---NO 1 1933---,
 LX7591'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 LX7591'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7591'15.85 METERS (52.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF A
 LX7591'MACHINERY SHED AND
 LX7591'10.36 METERS (34.0 FT) EAST FROM A DOUBLE TRUNKED WILD CHERRY
 LX7591'TREE.
 LX7591'MARK IS 0.7 METER BELOW THE STATION.
 LX7591'
 LX7591'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7591'STAMPED---N0 2 1933---,
 LX7591'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 LX7591'FLUSH WITH GROUND.  IT IS LOCATED
 LX7591'16.46 METERS (54.0 FT) NORTH FROM THE NORTHEAST CORNER OF A
 LX7591'CONCRETE SLAB,
 LX7591'9.75 METERS (32.0 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 LX7591'A MACHINERY SHED AND
 LX7591'8.75 METERS (28.6 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST LEG OF
 LX7591'AN OLD WATER TANK.
 LX7591'MARK IS LEVEL WITH STATION.
 LX7591'
 LX7591'THE STATION IS A STANDARD NGS DISK STAMPED---HAY 1933---,
 LX7591'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 21 CM ON A SIDE
 LX7591'FLUSH WITH GROUND.  IT IS LOCATED
 LX7591'23.47 METERS (77.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST LEG OF
 LX7591'AN OLD WATER TANK,
 LX7591'14.63 METERS (48.0 FT) SOUTH FROM THE SOUTHWEST CORNER OF A
 LX7591'MACHINERY SHED,
 LX7591'9.45 METERS (31.0 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 LX7591'A CONCRETE SLAB,  AND
 LX7591'8.53 METERS (28.0 FT) NORTH FROM A DOUBLE TRUNKED WILD CHERRY
 LX7591'TREE.
 LX7591'THE UNDERGROUND MARK IS STATED TO EXIST IN THE 1933 DATA.
 LX7591'
 LX7591'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 LX7591'NO SUITABLE LOCATION WAS FOUND FOR A LONG REFERENCE MARK OR FOR
 LX7591'AN AZIMUTH MARK.
 LX7591'
 LX7591'DESCRIBED BY D.R. VARNEY, CHECKED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6426 ***********************************************************************
 LX6426  DESIGNATION -  HAYCOCK
 LX6426  PID         -  LX6426
 LX6426  STATE/COUNTY-  CT/NEW HAVEN
 LX6426  USGS QUAD   -  BRANFORD (1984)
 LX6426
 LX6426                         *CURRENT SURVEY CONTROL
 LX6426  ___________________________________________________________________
 LX6426* NAD 83(1996)-  41 15 33.17752(N)    072 47 28.72991(W)     ADJUSTED  
 LX6426* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6426  ___________________________________________________________________
 LX6426  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6426  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6426
 LX6426  HORZ ORDER  -  THIRD
 LX6426
 LX6426.The horizontal coordinates were established by classical geodetic methods
 LX6426.and adjusted by the National Geodetic Survey in August 1998..
 LX6426
 LX6426.The orthometric height was scaled from a topographic map.
 LX6426
 LX6426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6426
 LX6426.The geoid height was determined by GEOID03.
 LX6426
 LX6426;                    North         East     Units Scale Factor Converg.
 LX6426;SPC CT       -   199,698.456   301,338.333   MT  0.99999455   -0 01 38.6
 LX6426;SPC CT       -   655,177.35    988,640.85   sFT  0.99999455   -0 01 38.6
 LX6426;SPC NY L     -   122,026.212   401,292.425   MT  1.00002035   +0 47 26.1
 LX6426;SPC NY L     -   400,347.66  1,316,573.56   sFT  1.00002035   +0 47 26.1
 LX6426;UTM  18      - 4,569,885.659   685,030.294   MT  1.00002136   +1 27 25.1
 LX6426
 LX6426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6426!SPC CT       -   1.00000460  x   0.99999455  =   0.99999915
 LX6426!SPC NY L     -   1.00000460  x   1.00002035  =   1.00002495
 LX6426!UTM  18      -   1.00000460  x   1.00002136  =   1.00002596
 LX6426
 LX6426|---------------------------------------------------------------------|
 LX6426| PID    Reference Object                     Distance      Geod. Az  |
 LX6426|                                                           dddmmss.s |
 LX6426| CZ6587 HAYCOCK RM 2                         15.860 METERS 02445     |
 LX6426| LX6427 HAYCOCK POINT CHIMNEY                47.548 METERS 04355     |
 LX6426| LX6420 GOSS TURRET                         APPROX. 1.3 KM 0564428.9 |
 LX6426| LX6430 ROGERS ISLAND CHIMNEY               APPROX. 2.4 KM 0885158.5 |
 LX6426| LX6443 GOVERNORS ISLAND CHIMNEY            APPROX. 2.9 KM 1000703.2 |
 LX6426| LX6354 HORSE ISLAND CHIMNEY                APPROX. 3.2 KM 1203424.1 |
 LX6426| LX6353 TWO TREE ISLAND CHIMNEY             APPROX. 3.3 KM 1264301.6 |
 LX6426| LX6359 SUMAC ISLAND BOATHOUSE CHIM         APPROX. 2.1 KM 2264204.5 |
 LX6426| LX6358 SUMAC ISLAND CHIMNEY                APPROX. 2.1 KM 2281345.0 |
 LX6426| CZ6586 HAYCOCK RM 1                         24.590 METERS 31811     |
 LX6426|---------------------------------------------------------------------|
 LX6426
 LX6426                          SUPERSEDED SURVEY CONTROL
 LX6426
 LX6426  NAD 83(1992)-  41 15 33.17664(N)    072 47 28.72973(W) AD(       ) 3
 LX6426  NAD 83(1986)-  41 15 33.17852(N)    072 47 28.73300(W) AD(       ) 3
 LX6426  NAD 27      -  41 15 32.83000(N)    072 47 30.38000(W) AD(       ) 3
 LX6426
 LX6426.Superseded values are not recommended for survey control.
 LX6426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6426.See file dsdata.txt to determine how the superseded data were derived.
 LX6426
 LX6426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8503069886(NAD 83)
 LX6426_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6426_SETTING: 66 = SET IN ROCK OUTCROP
 LX6426_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6426+STABILITY: POSITION/ELEVATION WELL
 LX6426
 LX6426  HISTORY     - Date     Condition        Report By
 LX6426  HISTORY     - 1933     MONUMENTED       CGS
 LX6426  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6426  HISTORY     - 1984     GOOD             USPSQD
 LX6426  HISTORY     - 1989     GOOD             USPSQD
 LX6426  HISTORY     - 19910106 GOOD             USPSQD
 LX6426
 LX6426                          STATION DESCRIPTION
 LX6426
 LX6426'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6426'THIS STATION IS LOCATED ON THE LEDGE AT THE EXTREMITY OF HAYCOCK
 LX6426'POINT.  IT IS ON THE SOUTHWESTERLY CORNER OF THE POINT ABOUT
 LX6426'14 METERS OUTSIDE THE SEA WALL THAT ENCLOSES THE SEAWARD SIDES
 LX6426'OF THE POINT.  A GROUP OF THREE LARGE BOULDERS MARKS THE
 LX6426'SOUTHWESTERLY CORNER OF THE POINT.  THE BOULDERS ARE ABOUT 40
 LX6426'METERS DISTANT AND BEAR S 85 DEG E (MAGNETIC) FROM THE STATION.
 LX6426'THE STATION IS ABOUT 5 METERS FROM HIGH WATER LINE TO THE
 LX6426'SOUTHWARD AND WESTWARD.  IT IS ALMOST EXACTLY ON LINE WITH THE W
 LX6426'SIDE OF THE MOST WESTERLY OF THE THREE COTTAGES ON THE POINT.
 LX6426'
 LX6426'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LX6426'IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX6426'NOTES 2 AND 12A.
 LX6426'
 LX6426'REFERENCE MARK NO.1 IS IN LEDGE 5.4 METERS W OF THE
 LX6426'WESTERLY SIDE OF SEA WALL AND BEARS N 30 DEG W (MAGNETIC) FROM
 LX6426'STATION.
 LX6426'
 LX6426'REFERENCE MARK NO.2 IS IN LEDGE 0.9 METER S OF SOUTHERLY
 LX6426'SIDE OF SEA WALL AND BEARS N 35 DEG E (MAGNETIC) FROM STATION.
 LX6426'
 LX6426'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6426
 LX6426                          STATION RECOVERY (1961)
 LX6426
 LX6426'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6426'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE
 LX6426'STATION IS STAMPED, HAYCOCK 1933.  THE R.M.S ARE STAMPED, NO.1
 LX6426'1933 AND NO.2 1933.  THE ORIGINAL DESCRIPTION BY G.C.M. IN
 LX6426'1933 IS COMPLETE AND ADEQUATE.
 LX6426
 LX6426                          STATION RECOVERY (1984)
 LX6426
 LX6426'RECOVERY NOTE BY US POWER SQUADRON 1984 (MGK)
 LX6426'AS DESCRIBED IN LISTING.  CONCRETE A ROUND HAYCOCK 1933 WAS FALLING
 LX6426'APART AND REPAIR IS NEEDED.  R.M. NO. 1 AND RM NO. 2.
 LX6426
 LX6426                          STATION RECOVERY (1989)
 LX6426
 LX6426'RECOVERY NOTE BY US POWER SQUADRON 1989 (HGB)
 LX6426'RECOVERED IN GOOD CONDITION.
 LX6426
 LX6426                          STATION RECOVERY (1991)
 LX6426
 LX6426'RECOVERY NOTE BY US POWER SQUADRON 1991 (SR)
 LX6426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6427 ***********************************************************************
 LX6427  DESIGNATION -  HAYCOCK POINT CHIMNEY
 LX6427  PID         -  LX6427
 LX6427  STATE/COUNTY-  CT/NEW HAVEN
 LX6427  USGS QUAD   -  BRANFORD (1984)
 LX6427
 LX6427                         *CURRENT SURVEY CONTROL
 LX6427  ___________________________________________________________________
 LX6427* NAD 83(1996)-  41 15 34.28780(N)    072 47 27.31322(W)     ADJUSTED  
 LX6427* NAVD 88     -                                                        
 LX6427  ___________________________________________________________________
 LX6427  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6427  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6427
 LX6427  HORZ ORDER  -  THIRD
 LX6427
 LX6427.The horizontal coordinates were established by classical geodetic methods
 LX6427.and adjusted by the National Geodetic Survey in August 1998..
 LX6427
 LX6427
 LX6427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6427
 LX6427.The geoid height was determined by GEOID03.
 LX6427
 LX6427;                    North         East     Units Scale Factor Converg.
 LX6427;SPC CT       -   199,732.692   301,371.328   MT  0.99999452   -0 01 37.7
 LX6427;SPC CT       -   655,289.67    988,749.10   sFT  0.99999452   -0 01 37.7
 LX6427;SPC NY L     -   122,060.916   401,324.929   MT  1.00002039   +0 47 27.0
 LX6427;SPC NY L     -   400,461.52  1,316,680.20   sFT  1.00002039   +0 47 27.0
 LX6427;UTM  18      - 4,569,920.739   685,062.392   MT  1.00002151   +1 27 26.1
 LX6427
 LX6427                          SUPERSEDED SURVEY CONTROL
 LX6427
 LX6427  NAD 83(1992)-  41 15 34.28692(N)    072 47 27.31303(W) AD(       ) 4
 LX6427  NAD 83(1986)-  41 15 34.28815(N)    072 47 27.31534(W) AD(       ) 4
 LX6427  NAD 27      -  41 15 33.94000(N)    072 47 28.95900(W) AD(       ) 3
 LX6427
 LX6427.Superseded values are not recommended for survey control.
 LX6427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6427.See file dsdata.txt to determine how the superseded data were derived.
 LX6427
 LX6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8506269921(NAD 83)
 LX6427
 LX6427  HISTORY     - Date     Condition        Report By
 LX6427  HISTORY     - 1933     MONUMENTED       CGS
 LX6427  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6427  HISTORY     - 1984     GOOD             USPSQD
 LX6427  HISTORY     - 1989     GOOD             USPSQD
 LX6427
 LX6427                          STATION DESCRIPTION
 LX6427
 LX6427'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6427'THIS STATION IS ON THE MOST EASTERLY OF THE THREE COTTAGES ON THE
 LX6427'END OF HAYCOCK POINT.  THE HOUSES IS 2 1/2-STORIES HIGH WITH
 LX6427'GABLES FACING E-W.  THE ROOF AND SIDES, EXCEPT FOR THE TWO-STORY
 LX6427'FRONT PORCH, ARE COVERED WITH DARK SHINGLES.  THE PORCHES ARE
 LX6427'PAINTED DARK RED.  THE STATION IS ON THE SINGLE, OUTSIDE,
 LX6427'COBBLESTONE CHIMNEY ON THE W SIDE OF THE HOUSE.  THE HOUSE IS
 LX6427'THE PROPERTY OF MRS. ANNIE IVES OF MERIDEN, CONNECTICUT.
 LX6427'
 LX6427'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6427
 LX6427                          STATION RECOVERY (1961)
 LX6427
 LX6427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6427'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6427'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6427
 LX6427                          STATION RECOVERY (1984)
 LX6427
 LX6427'RECOVERY NOTE BY US POWER SQUADRON 1984 (MGK)
 LX6427'STATION RECOVERED GOOD.
 LX6427'
 LX6427'DESCRIPTION OF BUILDING HAS CHANGED 2ND FLOOR IS YELLOW ALUMINUM
 LX6427'SIDING, THE 2ND STORY FRONT PORCH HAS BEEN REMOVED AND THE REMAINING
 LX6427'PORCH IS PAINTED WHITE WITH BLACK TRIM.
 LX6427
 LX6427                          STATION RECOVERY (1989)
 LX6427
 LX6427'RECOVERY NOTE BY US POWER SQUADRON 1989 (HGB)
 LX6427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6719 ***********************************************************************
 LX6719  DESIGNATION -  HAYDEN
 LX6719  PID         -  LX6719
 LX6719  STATE/COUNTY-  CT/HARTFORD
 LX6719  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6719
 LX6719                         *CURRENT SURVEY CONTROL
 LX6719  ___________________________________________________________________
 LX6719* NAD 83(1996)-  41 53 17.23780(N)    072 38 25.96137(W)     ADJUSTED  
 LX6719* NAVD 88     -        40.7    (meters)     134.     (feet)  VERTCON   
 LX6719  ___________________________________________________________________
 LX6719  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LX6719  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX6719
 LX6719  HORZ ORDER  -  FIRST
 LX6719
 LX6719.The horizontal coordinates were established by classical geodetic methods
 LX6719.and adjusted by the National Geodetic Survey in August 1998..
 LX6719
 LX6719.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6719
 LX6719.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6719
 LX6719.The geoid height was determined by GEOID03.
 LX6719
 LX6719;                    North         East     Units Scale Factor Converg.
 LX6719;SPC CT       -   269,551.984   313,884.940   MT  1.00000224   +0 04 21.3
 LX6719;SPC CT       -   884,355.13  1,029,804.17   sFT  1.00000224   +0 04 21.3
 LX6719;UTM  18      - 4,640,046.548   695,752.470   MT  1.00007155   +1 34 33.1
 LX6719
 LX6719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6719!SPC CT       -   0.99999820  x   1.00000224  =   1.00000044
 LX6719!UTM  18      -   0.99999820  x   1.00007155  =   1.00006975
 LX6719
 LX6719:                Primary Azimuth Mark                     Grid Az
 LX6719:SPC CT       -  WINDSOR LOCKS MILDRED ST TK              003 41 01.8
 LX6719:UTM  18      -  WINDSOR LOCKS MILDRED ST TK              002 10 50.0
 LX6719
 LX6719|---------------------------------------------------------------------|
 LX6719| PID    Reference Object                     Distance      Geod. Az  |
 LX6719|                                                           dddmmss.s |
 LX6719| LX6717 WINDSOR LOCKS MILDRED ST TK         APPROX. 6.2 KM 0034523.1 |
 LX6719| LX6695 BLOOMFIELD CAMAN CORP TANK          APPROX. 5.8 KM 2374150.7 |
 LX6719| CZ6589 HAYDEN RM 2                          22.333 METERS 25103     |
 LX6719| LX6716 WINDSOR RESET                       374.898 METERS 25109     |
 LX6719| LX6724 SPRING                              APPROX. 5.3 KM 3381452.8 |
 LX6719| CZ6588 HAYDEN RM 1                          26.326 METERS 34412     |
 LX6719| LX6720 WINDSOR LOCKS ELM ST TK             APPROX. 4.3 KM 3514542.6 |
 LX6719|---------------------------------------------------------------------|
 LX6719
 LX6719                          SUPERSEDED SURVEY CONTROL
 LX6719
 LX6719  NAD 83(1996)-  41 53 17.23758(N)    072 38 25.96140(W) AD(       ) 1
 LX6719  NAD 83(1992)-  41 53 17.23802(N)    072 38 25.96180(W) AD(       ) 1
 LX6719  NAD 83(1992)-  41 53 17.23864(N)    072 38 25.96256(W) AD(       ) 1
 LX6719  NAD 83(1986)-  41 53 17.23932(N)    072 38 25.96288(W) AD(       ) 1
 LX6719  NAD 27      -  41 53 16.88226(N)    072 38 27.63935(W) AD(       ) 1
 LX6719  NGVD 29 (07/19/86)   40.9    (m)          134.     (f) VERT ANG       
 LX6719
 LX6719.Superseded values are not recommended for survey control.
 LX6719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6719.See file dsdata.txt to determine how the superseded data were derived.
 LX6719
 LX6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9575240047(NAD 83)
 LX6719_MARKER: DS = TRIANGULATION STATION DISK
 LX6719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6719+STABILITY: SURFACE MOTION
 LX6719
 LX6719  HISTORY     - Date     Condition        Report By
 LX6719  HISTORY     - 1979     MONUMENTED       NGS
 LX6719
 LX6719                          STATION DESCRIPTION
 LX6719
 LX6719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6719'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF INTERSTATE
 LX6719'HIGHWAY 91,
 LX6719'1 MILE WEST OF THE CONNECTICUT RIVER, 2-1/2 MILES NORTH OF
 LX6719'WINDSOR, 3-1/4 MILES SOUTH OF WINDSOR LOCKS AND ON PROPERTY
 LX6719'OF THE TOWN OF WINDSOR.  PERMISSION FOR THE STATION WAS GRANTED
 LX6719'BY MR. ERNEST PHILIPS, TOWN ENGINEER, TOWN HALL, WINDSOR,
 LX6719'CONNECTICUT 06095.  (PHONE NUMBER 688-3675, EXT. 279.)
 LX6719'
 LX6719'TO REACH THE STATION FROM THE JUNCTIONS OF INTERSTATE HIGHWAY 91,
 LX6719'(OFF EXIT 39) AND KENNEDY ROAD, WHICH IS ABOUT 9 MILES NORTH
 LX6719'OF HARTFORD, GO SOUTHEAST ON KENNEDY ROAD FOR 0.3 MILE TO A SIDE
 LX6719'ROAD LEFT, BASSWOOD ROAD.  TURN LEFT ON BASSWOOD ROAD AND GO
 LX6719'EASTERLY FOR 0.05 MILE TO TRIANGULATION STATION WINDSOR ON THE
 LX6719'RIGHT, (THIS MARK IS USED AS THE AZIMUTH MARK FOR STATION
 LX6719'HAYDEN), CONTINUE EASTERLY ON BASSWOOD ROAD FOR 0.2 MILE TO A
 LX6719'SIDE ROAD LEFT, POND ROAD.  TURN LEFT AND GO NORTH ON POND ROAD
 LX6719'FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO THE REAR OF
 LX6719'THE HAYDEN FIRE DEPARTMENT.  TURN RIGHT AND GO EAST ON THE
 LX6719'DRIVEWAY FOR ABOUT 100 FEET TO THE STATION ON THE RIGHT AS
 LX6719'DESCRIBED.
 LX6719'
 LX6719'THE STATION IS A STANDARD NGS DISK
 LX6719'STAMPED---HAYDEN 1979---,
 LX6719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6719'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX6719'110 FEET EAST-SOUTHEAST FROM THE CENTER OF POND ROAD,
 LX6719'84.4 FEET NORTH FROM THE NORTHWEST CORNER OF THE FIRE STATION AND
 LX6719'27.7 FEET SOUTHWEST FROM THE CENTER OF THE DRIVEWAY.
 LX6719'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6719'STAMPED---HAYDEN 1979---,
 LX6719'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 LX6719'
 LX6719'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6719'STAMPED---HAYDEN NO 1 1979---,
 LX6719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6719'FLUSH WITH GROUND.  IT IS LOCATED
 LX6719'38 FEET NORTHEAST FROM THE CENTER OF THE DRIVEWAY,
 LX6719'1.6 FEET EAST FROM A METAL WITNESS POST AND
 LX6719'1.2 FEET NORTHWEST FROM THE EDGE OF A PAVED BASKETBALL COURT.
 LX6719'MARK IS LEVEL WITH STATION.
 LX6719'
 LX6719'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6719'STAMPED---HAYDEN NO 2 1979---,
 LX6719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6719'FLUSH WITH GROUND.  IT IS LOCATED
 LX6719'68 FEET SOUTH-SOUTHWEST FROM THE CENTER OF THE DRIVEWAY,
 LX6719'34 FEET EAST FROM THE CENTER OF POND ROAD AND
 LX6719'18.6 FEET NORTHEAST FROM A 20 INCH OAK TREE.
 LX6719'MARK IS LEVEL WITH STATION.
 LX6719'
 LX6719'THE AZIMUTH MARK IS A STANDARD NGS AND STATE OF CONNECTICUT
 LX6719'TRIANGULATION STATION DISK STAMPED---WINDSOR 1936 1972---,
 LX6719'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 CM ON A
 LX6719'SIDE AND RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX6719'101 FEET EAST OF THE CENTER OF KENNEDY ROAD,
 LX6719'59.7 FEET NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF A
 LX6719'LIME GREEN HOUSE AND
 LX6719'16 FEET SOUTH FROM THE CENTER OF BASSWOOD ROAD.
 LX6719'
 LX6719'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 LX6719'
 LX6719'DESCRIBED BY R.L. RAMSEY, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3645 ***********************************************************************
 LX3645  DESIGNATION -  HAYLAND FARM WATER TANK
 LX3645  PID         -  LX3645
 LX3645  STATE/COUNTY-  CT/NEW HAVEN
 LX3645  USGS QUAD   -  ANSONIA (1984)
 LX3645
 LX3645                         *CURRENT SURVEY CONTROL
 LX3645  ___________________________________________________________________
 LX3645* NAD 83(1996)-  41 15 25.50870(N)    073 01 54.62225(W)     ADJUSTED  
 LX3645* NAVD 88     -                                                        
 LX3645  ___________________________________________________________________
 LX3645  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LX3645  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3645
 LX3645  HORZ ORDER  -  THIRD
 LX3645
 LX3645.The horizontal coordinates were established by classical geodetic methods
 LX3645.and adjusted by the National Geodetic Survey in August 1998..
 LX3645
 LX3645
 LX3645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3645
 LX3645.The geoid height was determined by GEOID03.
 LX3645
 LX3645;                    North         East     Units Scale Factor Converg.
 LX3645;SPC CT       -   199,499.569   281,180.533   MT  0.99999473   -0 11 12.8
 LX3645;SPC CT       -   654,524.84    922,506.47   sFT  0.99999473   -0 11 12.8
 LX3645;SPC NY L     -   121,539.183   381,139.012   MT  1.00002009   +0 37 59.7
 LX3645;SPC NY L     -   398,749.80  1,250,453.58   sFT  1.00002009   +0 37 59.7
 LX3645;UTM  18      - 4,569,164.562   664,884.767   MT  0.99993460   +1 17 53.4
 LX3645
 LX3645                          SUPERSEDED SURVEY CONTROL
 LX3645
 LX3645  NAD 83(1992)-  41 15 25.50750(N)    073 01 54.62194(W) AD(       ) 4
 LX3645  NAD 83(1986)-  41 15 25.51041(N)    073 01 54.62821(W) AD(       ) 4
 LX3645  NAD 27      -  41 15 25.16400(N)    073 01 56.24400(W) AD(       ) 3
 LX3645
 LX3645.Superseded values are not recommended for survey control.
 LX3645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3645.See file dsdata.txt to determine how the superseded data were derived.
 LX3645
 LX3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6488569165(NAD 83)
 LX3645
 LX3645  HISTORY     - Date     Condition        Report By
 LX3645  HISTORY     - 1933     MONUMENTED       CGS
 LX3645  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX3645
 LX3645                          STATION DESCRIPTION
 LX3645
 LX3645'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3645'THIS STATION IS ON THE WATER TANK AND WINDMILL AT HAYLAND
 LX3645'FARM.  THE TANK IS OF WOOD WITH SHINGLE ROOF AND FLAT BOTTOM ON
 LX3645'A STEEL SUPPORTING FRAMEWORK.  A SMALL BUILDING HOUSING THE
 LX3645'PUMP IS INSIDE THE FOUR LEGS AT THE GROUND.
 LX3645'
 LX3645'THE STRUCTURE CONTINUES ABOVE THE TANK AND SUPPORTS THE
 LX3645'WINDMILL.  THERE IS A WOODEN PLATFORM, WITHOUT A RAIL, JUST
 LX3645'BELOW THE ROTOR.
 LX3645'
 LX3645'CENTER IS THE APEX OF THE STEEL SUPPORTING
 LX3645'STRUCTURE.  TRIANGULATION STATION HAY IS 26.27 METERS DISTANT.
 LX3645
 LX3645                          STATION RECOVERY (1962)
 LX3645
 LX3645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LX3645'RECOVERED AS DESCRIBED, EXCEPT THAT THE TANK AND WINDMILL IS
 LX3645'SUFFERING FROM OLD AGE, AND LACK OF MAINTENANCE REPAIRS--
 LX3645'
 LX3645'PUMP IS NO LONGER IN USE.
 LX3645'
 LX3645'SHINGLE ROOF OF TANK IS GONE.  WINDMILL, AS SUCH, DOES NOT
 LX3645'FUNCTION, AND SHINGLE ROOF OF TANK IS GONE.  WOODEN PLATFORM
 LX3645'WITHOUT A RAIL IS ALSO GONE.
 LX3645'
 LX3645'HOWEVER, OLD VERTICAL SUPPORT OF FORMER ROTOR BLADES AND VANE
 LX3645'EXTENDS VERTICALLY ABOVE CENTER OF APEX OF OLD SUPPORTING
 LX3645'STRUCTURE, AND CAN BE SIGHTED UPON, AS IF IT WERE THE ORIGINAL
 LX3645'STATION.
 LX3645'
 LX3645'MR. TREATS DAUGHTER SAID THEY HAD TRIED TO GET BIDS TO
 LX3645'DISMANTLE THE OLD WINDMILL, BUT THE COST IS PROHIBITIVE, AND NO
 LX3645'ONE REALLY WANTS TO DO THE WORK.  AS LONG AS IT REMAINS STANDING
 LX3645'IT IS A HELPFUL LANDMARK TO FIND STATION HAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2660 ***********************************************************************
 MZ2660  DESIGNATION -  HAYSTACK
 MZ2660  PID         -  MZ2660
 MZ2660  STATE/COUNTY-  CT/LITCHFIELD
 MZ2660  USGS QUAD   -  SOUTH SANDISFIELD (1969)
 MZ2660
 MZ2660                         *CURRENT SURVEY CONTROL
 MZ2660  ___________________________________________________________________
 MZ2660* NAD 83(1996)-  42 00 16.86939(N)    073 12 29.97263(W)     ADJUSTED  
 MZ2660* NAVD 88     -       513.2    (meters)    1684.     (feet)  VERTCON   
 MZ2660  ___________________________________________________________________
 MZ2660  LAPLACE CORR-           9.15  (seconds)                    DEFLEC99
 MZ2660  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 MZ2660
 MZ2660  HORZ ORDER  -  SECOND
 MZ2660
 MZ2660.The horizontal coordinates were established by classical geodetic methods
 MZ2660.and adjusted by the National Geodetic Survey in August 1998..
 MZ2660
 MZ2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2660
 MZ2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2660
 MZ2660.The geoid height was determined by GEOID03.
 MZ2660
 MZ2660;                    North         East     Units Scale Factor Converg.
 MZ2660;SPC CT       -   282,594.109   266,830.296   MT  1.00001689   -0 18 14.0
 MZ2660;SPC CT       -   927,144.17    875,425.73   sFT  1.00001689   -0 18 14.0
 MZ2660;SPC MA M     -   863,006.914    58,487.951   MT  0.99997037   -1 08 51.1
 MZ2660;SPC MA M     - 2,831,381.85    191,889.22   sFT  0.99997037   -1 08 51.1
 MZ2660;UTM  18      - 4,651,849.206   648,373.884   MT  0.99987089   +1 11 57.1
 MZ2660
 MZ2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2660!SPC CT       -   0.99992411  x   1.00001689  =   0.99994100
 MZ2660!SPC MA M     -   0.99992411  x   0.99997037  =   0.99989448
 MZ2660!UTM  18      -   0.99992411  x   0.99987089  =   0.99979501
 MZ2660
 MZ2660                          SUPERSEDED SURVEY CONTROL
 MZ2660
 MZ2660  NAD 83(1996)-  42 00 16.86936(N)    073 12 29.97272(W) AD(       ) 2
 MZ2660  NAD 83(1992)-  42 00 16.87913(N)    073 12 29.96461(W) AD(       ) 2
 MZ2660  NAD 83(1992)-  42 00 16.87945(N)    073 12 29.96490(W) AD(       ) 2
 MZ2660  NAD 83(1986)-  42 00 16.86918(N)    073 12 29.97426(W) AD(       ) 2
 MZ2660  NAD 83(1986)-  42 00 16.87801(N)    073 12 29.96512(W) AD(       ) 2
 MZ2660  NGVD 29 (07/14/89)  513.4    (m)         1684.     (f) VERT ANG       
 MZ2660
 MZ2660.Superseded values are not recommended for survey control.
 MZ2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2660.See file dsdata.txt to determine how the superseded data were derived.
 MZ2660
 MZ2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4837451849(NAD 83)
 MZ2660_MARKER: DH = HORIZONTAL CONTROL DISK
 MZ2660_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 MZ2660+WITH SETTING: PAVEMENT
 MZ2660_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2660+STABILITY: SURFACE MOTION
 MZ2660
 MZ2660  HISTORY     - Date     Condition        Report By
 MZ2660  HISTORY     - 1984     MONUMENTED       CTGS
 MZ2660
 MZ2660                          STATION DESCRIPTION
 MZ2660
 MZ2660'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1984 (AJK)
 MZ2660'THE STATION IS LOCATED ABOUT 8.1 KM (5.0 MI)
 MZ2660'SOUTHWEST OF NORTH COLEBROOK, 5.6 KM (3.5 MI) SOUTHEAST OF CANAAN
 MZ2660'VALLEY AND 4.4 KM (2.75 MI) SOUTH SOUTHEAST OF NORTH NORFOLK.
 MZ2660'OWNERSHIP--STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION, RFD 4
 MZ2660'PLYMOUTH ROAD, HARWINTON CT 06781, PHONE 203-485-0226. PERMISSION
 MZ2660'BY TONY CANTELE.
 MZ2660'
 MZ2660'TO REACH THE STATION FROM NORFOLK AT THE INTERSECTION OF U.S. ROUTE
 MZ2660'44 (GREENWOODS ROAD WEST) AND STATE ROUTE 272 (NORTH STREET)
 MZ2660'PROCEED NORTHERLY ALONG STATE ROUTE 272 FOR 1.1 KM (0.65 MI) TO A
 MZ2660'WOODS ROAD ON THE LEFT WITH A WOODEN GATE (KEY NEEDED). TAKE LEFT
 MZ2660'AND PROCEED WESTERLY AND UPHILL ALONG WOODS ROAD FOR 1.1 KM (0.68
 MZ2660'MI) TO A STONE TOWER AND THE STATION.
 MZ2660'
 MZ2660'THE STATION IS A STANDARD CTGS DISK
 MZ2660'THAT IS ---UNSTAMPED---,
 MZ2660'SET INTO A STONE AND CONCRETE FLOOR OF THE FIRST LEVEL OF A STONE
 MZ2660'AND CONCRETE OBSERVATION TOWER. LOCATED
 MZ2660'2.50 METERS (8.2 FT) NORTH FROM THE ENTRANCE WAY TO THE TOWER AND
 MZ2660'2.07 METERS (6.8 FT) EAST FROM THE CENTERLINE OF THE BOTTOM STAIR
 MZ2660'OF A SPIRAL STAIRCASE.
 MZ2660'
 MZ2660'A TAPED TRAVERSE WAS MADE TO HAY. SEE DESCRIPTION THEREOF.
 MZ2660'
 MZ2660'DESCRIBED BY S J MCCUSKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6135 ***********************************************************************
 LX6135  DESIGNATION -  HAZENS BARN CUPOLA
 LX6135  PID         -  LX6135
 LX6135  STATE/COUNTY-  CT/MIDDLESEX
 LX6135  USGS QUAD   -  HADDAM (1971)
 LX6135
 LX6135                         *CURRENT SURVEY CONTROL
 LX6135  ___________________________________________________________________
 LX6135* NAD 83(1996)-  41 29 01.91403(N)    072 31 05.89629(W)     ADJUSTED  
 LX6135* NAVD 88     -                                                        
 LX6135  ___________________________________________________________________
 LX6135  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 LX6135  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6135
 LX6135  HORZ ORDER  -  THIRD
 LX6135
 LX6135.The horizontal coordinates were established by classical geodetic methods
 LX6135.and adjusted by the National Geodetic Survey in August 1998..
 LX6135
 LX6135
 LX6135.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6135
 LX6135.The geoid height was determined by GEOID03.
 LX6135
 LX6135;                    North         East     Units Scale Factor Converg.
 LX6135;SPC CT       -   224,673.033   324,150.753   MT  0.99998352   +0 09 13.1
 LX6135;SPC CT       -   737,114.78  1,063,484.60   sFT  0.99998352   +0 09 13.1
 LX6135;UTM  18      - 4,595,446.194   707,188.634   MT  1.00012831   +1 38 40.1
 LX6135
 LX6135                          SUPERSEDED SURVEY CONTROL
 LX6135
 LX6135  NAD 83(1992)-  41 29 01.91328(N)    072 31 05.89616(W) AD(       ) 4
 LX6135  NAD 83(1986)-  41 29 01.91512(N)    072 31 05.89861(W) AD(       ) 4
 LX6135  NAD 27      -  41 29 01.55400(N)    072 31 07.59200(W) AD(       ) 3
 LX6135
 LX6135.Superseded values are not recommended for survey control.
 LX6135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6135.See file dsdata.txt to determine how the superseded data were derived.
 LX6135
 LX6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0718995446(NAD 83)
 LX6135
 LX6135  HISTORY     - Date     Condition        Report By
 LX6135  HISTORY     - 1934     MONUMENTED       CGS
 LX6135  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6135
 LX6135                          STATION DESCRIPTION
 LX6135
 LX6135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6135'THE LARGE STOCK BARN BELONGING TO THE ESTATE OF E.W. HAZEN IS
 LX6135'ABOUT 0.6 MILE ABOVE HADDAM JAIL ON THE W SIDE OF ROUTE 9.  THE
 LX6135'BARN IS A LARGE A-GABLED, BUILDING PAINTED A GRAYISH GREEN.  TWO
 LX6135'TILE SILOS ARE JUST OUTSIDE THE N WALL, ABOUT MIDWAY BETWEEN THE
 LX6135'ENDS.
 LX6135'
 LX6135'THERE ARE TWO IDENTICAL WOODEN VENTILATING CUPOLAS ALONG THE
 LX6135'RIDGEPOLE.  THEY HAVE DOUBLE OPENINGS IN EACH SIDE AND STEEP
 LX6135'PYRAMIDAL ROOFS.
 LX6135'
 LX6135'A WEATHER VANE TOPS THE FINIAL AT THE APEX OF EACH ROOF.
 LX6135'
 LX6135'CENTER IS THE FINIAL OF THE EASTERLY CUPOLA.
 LX6135
 LX6135                          STATION RECOVERY (1948)
 LX6135
 LX6135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6135'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6138 ***********************************************************************
 LX6138  DESIGNATION -  HAZENS TOOLHOUSE GABLE
 LX6138  PID         -  LX6138
 LX6138  STATE/COUNTY-  CT/MIDDLESEX
 LX6138  USGS QUAD   -  HADDAM (1971)
 LX6138
 LX6138                         *CURRENT SURVEY CONTROL
 LX6138  ___________________________________________________________________
 LX6138* NAD 83(1996)-  41 29 16.09720(N)    072 31 02.72883(W)     ADJUSTED  
 LX6138* NAVD 88     -                                                        
 LX6138  ___________________________________________________________________
 LX6138  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX6138  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6138
 LX6138  HORZ ORDER  -  THIRD
 LX6138
 LX6138.The horizontal coordinates were established by classical geodetic methods
 LX6138.and adjusted by the National Geodetic Survey in August 1998..
 LX6138
 LX6138
 LX6138.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6138
 LX6138.The geoid height was determined by GEOID03.
 LX6138
 LX6138;                    North         East     Units Scale Factor Converg.
 LX6138;SPC CT       -   225,110.785   324,223.056   MT  0.99998346   +0 09 15.2
 LX6138;SPC CT       -   738,550.97  1,063,721.81   sFT  0.99998346   +0 09 15.2
 LX6138;UTM  18      - 4,595,885.743   707,249.532   MT  1.00012862   +1 38 42.7
 LX6138
 LX6138                          SUPERSEDED SURVEY CONTROL
 LX6138
 LX6138  NAD 83(1992)-  41 29 16.09645(N)    072 31 02.72869(W) AD(       ) 4
 LX6138  NAD 83(1986)-  41 29 16.09829(N)    072 31 02.73108(W) AD(       ) 4
 LX6138  NAD 27      -  41 29 15.73700(N)    072 31 04.42600(W) AD(       ) 3
 LX6138
 LX6138.Superseded values are not recommended for survey control.
 LX6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6138.See file dsdata.txt to determine how the superseded data were derived.
 LX6138
 LX6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0725095886(NAD 83)
 LX6138
 LX6138  HISTORY     - Date     Condition        Report By
 LX6138  HISTORY     - 1935     MONUMENTED       CGS
 LX6138  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6138  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6138
 LX6138                          STATION DESCRIPTION
 LX6138
 LX6138'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6138'THIS STATION IS ON A SMALL WOODEN SHACK ON THE EDGE OF THE MEADOW
 LX6138'LAND ON HAZENS FARM.  THE FARM IS OWNED BY THE ESTATE OF E.W.
 LX6138'HAZEN.  IT IS ABOUT 0.7 MILE ABOVE THE HADDAM JAIL.
 LX6138'
 LX6138'THE SHACK IS SET IN THE MIDST OF A GROUP OF TREES.  THE TREES ARE
 LX6138'USED AS ANCHORAGE BECAUSE THE BUILDING IS MOVABLE BY RIVER FRESHETS.
 LX6138'
 LX6138'CENTER IS THE APEX OF THE W GABLE.
 LX6138
 LX6138                          STATION RECOVERY (1948)
 LX6138
 LX6138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6138'THIS STATION HAS BEEN DESTROYED.
 LX6138
 LX6138                          STATION RECOVERY (1997)
 LX6138
 LX6138'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5895 ***********************************************************************
 LX5895  DESIGNATION -  HEARN
 LX5895  PID         -  LX5895
 LX5895  STATE/COUNTY-  CT/MIDDLESEX
 LX5895  USGS QUAD   -  ESSEX (1977)
 LX5895
 LX5895                         *CURRENT SURVEY CONTROL
 LX5895  ___________________________________________________________________
 LX5895* NAD 83(1996)-  41 15 47.49160(N)    072 23 03.42691(W)     ADJUSTED  
 LX5895* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LX5895  ___________________________________________________________________
 LX5895  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX5895  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5895
 LX5895  HORZ ORDER  -  FIRST
 LX5895
 LX5895.The horizontal coordinates were established by classical geodetic methods
 LX5895.and adjusted by the National Geodetic Survey in August 1998..
 LX5895
 LX5895.The orthometric height was scaled from a topographic map.
 LX5895
 LX5895.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5895
 LX5895.The geoid height was determined by GEOID03.
 LX5895
 LX5895;                    North         East     Units Scale Factor Converg.
 LX5895;SPC CT       -   200,204.063   335,447.097   MT  0.99999422   +0 14 33.0
 LX5895;SPC CT       -   656,836.16  1,100,546.02   sFT  0.99999422   +0 14 33.0
 LX5895;SPC NY L     -   123,017.638   435,391.422   MT  1.00002085   +1 03 24.5
 LX5895;SPC NY L     -   403,600.37  1,428,446.69   sFT  1.00002085   +1 03 24.5
 LX5895;UTM  18      - 4,571,274.488   719,118.256   MT  1.00019093   +1 43 32.9
 LX5895
 LX5895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5895!SPC CT       -   1.00000374  x   0.99999422  =   0.99999796
 LX5895!SPC NY L     -   1.00000374  x   1.00002085  =   1.00002459
 LX5895!UTM  18      -   1.00000374  x   1.00019093  =   1.00019467
 LX5895
 LX5895|---------------------------------------------------------------------|
 LX5895| PID    Reference Object                     Distance      Geod. Az  |
 LX5895|                                                           dddmmss.s |
 LX5895| CZ6591 HEARN RM 1                           27.981 METERS 02542     |
 LX5895| CZ6592 HEARN RM 2 AZIMUTH                                 0283600.6 |
 LX5895| CZ6593 HEARN RM 3                           71.454 METERS 26158     |
 LX5895|---------------------------------------------------------------------|
 LX5895
 LX5895                          SUPERSEDED SURVEY CONTROL
 LX5895
 LX5895  NAD 83(1992)-  41 15 47.49065(N)    072 23 03.42657(W) AD(       ) 1
 LX5895  NAD 83(1986)-  41 15 47.49253(N)    072 23 03.43022(W) AD(       ) 1
 LX5895  NAD 27      -  41 15 47.13759(N)    072 23 05.12135(W) AD(       ) 1
 LX5895
 LX5895.Superseded values are not recommended for survey control.
 LX5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5895.See file dsdata.txt to determine how the superseded data were derived.
 LX5895
 LX5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1911871274(NAD 83)
 LX5895_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5895_SETTING: 66 = SET IN ROCK OUTCROP
 LX5895_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5895_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5895+STABILITY: POSITION/ELEVATION WELL
 LX5895
 LX5895  HISTORY     - Date     Condition        Report By
 LX5895  HISTORY     - 1932     MONUMENTED       CGS
 LX5895  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5895  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX5895  HISTORY     - 1976     SEE DESCRIPTION  USCG
 LX5895  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX5895
 LX5895                          STATION DESCRIPTION
 LX5895
 LX5895'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX5895'ON CORNFIELD POINT ABOUT 2 MILES FROM SAYBROOK, CONNECTICUT,
 LX5895'IN A VACANT LOT AT THE JUNCTION OF HARTLANDS AND MOHICAN
 LX5895'ROADS.  FROM SAYBROOK POST OFFICE GO W ON HIGHWAY 1, 0.1 MILE
 LX5895'TO ITS JUNCTION WITH THE CORNFIELD POINT ROAD.  TURN RIGHT ON
 LX5895'THIS ROAD (SIGN READING TO YE CASTLE INN) AND GO 2.3 MILES TO
 LX5895'THIS INN.  THE STATION IS ABOUT 200 YARDS NE OF THE INN, 16.7
 LX5895'METERS SW OF EXTENSION OF MOHICAN ROAD.  15.5 METERS SE OF
 LX5895'CENTER LINE OF HARTLANDS ROAD.  8.5 METERS NW OF EDGE OF
 LX5895'BLUFF.
 LX5895'
 LX5895'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5895'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX5895'NOS. 1,2, AND 3 ARE STANDARD BRONZE DISKS SET IN OUTCROPPING
 LX5895'BEDROCK AS DESCRIBED IN NOTES 12A.
 LX5895'
 LX5895'REFERENCE MARK NO. 1 IS N BY E OF STATION IN OUTCROPPING ROCK
 LX5895'ON LAWN OF HOUSE NE OF MOHICAN ROAD, 9.1 METERS NE OF EXTENSION
 LX5895'OF MOHICAN ROAD.  4 METERS SW OF CENTER LINE OF CONCRETE DRIVEWAY
 LX5895'TO GARAGE OF HOUSE.  14.7 METERS NW OF S CORNER OF HOUSE.
 LX5895'
 LX5895'REFERENCE MARK NO.2 IS N OF STATION IN OUTCROPPING ROCK IN GRASS
 LX5895'COVERED PLOT OF LAND.  61 METERS N OF MACADAM ROAD.  45.7
 LX5895'METERS E OF SHINGLED HOUSE.  9 METERS W OF GRAVEL ROAD.
 LX5895'
 LX5895'REFERENCE MARK NO.3 IS WSW OF STATION IN OUTCROPPING ROCK,
 LX5895'20.4 METERS W OF INTERSECTION OF HARTLANDS AND GATES ROAD.  4
 LX5895'METERS SW OF CENTER LINE OF GATES ROAD.  APPROXIMATELY 115
 LX5895'METERS NE OF YE CASTLE INN.
 LX5895'
 LX5895'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LX5895
 LX5895                          STATION RECOVERY (1948)
 LX5895
 LX5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5895'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LX5895'CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX5895
 LX5895                          STATION RECOVERY (1951)
 LX5895
 LX5895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX5895'STATION MARK AND REFERENCE MARKS 1 AND 3 RECOVERED AS DESCRIBED
 LX5895'IN GOOD CONDITION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT
 LX5895'FOUND.  IT MAY STILL BE IN EXISTENCE BUT COVERED WITH TOP SOIL.
 LX5895'
 LX5895'DUE TO NEW CONSTRUCTION, THE STATION MARK AND REFERENCE MARK
 LX5895'3 WERE REMOVED, AND A NEW STATION HEARN 2 ESTABLISHED.  SEE THE NEW
 LX5895'DESCRIPTION FOR HEARN 2 1951.
 LX5895
 LX5895                          STATION RECOVERY (1976)
 LX5895
 LX5895'RECOVERY NOTE BY US COAST GUARD 1976 (RM)
 LX5895'SEARCHED 1 HR MARKED OFF DISTANCE AND DIRECTION FROM
 LX5895'REFERENCE MARKS.  PLACED IT ON PATIO THAT WAS BUILT OVER
 LX5895'ROCKS.  STATION CONSIDERED LOST.
 LX5895
 LX5895                          STATION RECOVERY (1997)
 LX5895
 LX5895'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5898 ***********************************************************************
 LX5898  DESIGNATION -  HEARN 2
 LX5898  PID         -  LX5898
 LX5898  STATE/COUNTY-  CT/MIDDLESEX
 LX5898  USGS QUAD   -  ESSEX (1977)
 LX5898
 LX5898                         *CURRENT SURVEY CONTROL
 LX5898  ___________________________________________________________________
 LX5898* NAD 83(1996)-  41 15 47.37737(N)    072 23 02.11706(W)     ADJUSTED  
 LX5898* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LX5898  ___________________________________________________________________
 LX5898  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX5898  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5898
 LX5898  HORZ ORDER  -  SECOND
 LX5898
 LX5898.The horizontal coordinates were established by classical geodetic methods
 LX5898.and adjusted by the National Geodetic Survey in August 1998..
 LX5898.No horizontal observational check was made to the station.
 LX5898
 LX5898.The orthometric height was scaled from a topographic map.
 LX5898
 LX5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5898
 LX5898.The geoid height was determined by GEOID03.
 LX5898
 LX5898;                    North         East     Units Scale Factor Converg.
 LX5898;SPC CT       -   200,200.669   335,477.601   MT  0.99999422   +0 14 33.8
 LX5898;SPC CT       -   656,825.03  1,100,646.10   sFT  0.99999422   +0 14 33.8
 LX5898;SPC NY L     -   123,014.677   435,421.972   MT  1.00002084   +1 03 25.4
 LX5898;SPC NY L     -   403,590.65  1,428,546.92   sFT  1.00002084   +1 03 25.4
 LX5898;UTM  18      - 4,571,271.883   719,148.845   MT  1.00019110   +1 43 33.7
 LX5898
 LX5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5898!SPC CT       -   1.00000374  x   0.99999422  =   0.99999796
 LX5898!SPC NY L     -   1.00000374  x   1.00002084  =   1.00002458
 LX5898!UTM  18      -   1.00000374  x   1.00019110  =   1.00019484
 LX5898
 LX5898:                Primary Azimuth Mark                     Grid Az
 LX5898:SPC CT       -  SAYBROOK BREAKWATER LH                   089 39 46.3
 LX5898:SPC NY L     -  SAYBROOK BREAKWATER LH                   088 50 54.7
 LX5898:UTM  18      -  SAYBROOK BREAKWATER LH                   088 10 46.4
 LX5898
 LX5898|---------------------------------------------------------------------|
 LX5898| PID    Reference Object                     Distance      Geod. Az  |
 LX5898|                                                           dddmmss.s |
 LX5898| LX5809 SAYBROOK BREAKWATER LH              APPROX. 3.4 KM 0895420.1 |
 LX5898| CZ6594 HEARN 2 RM 4                         15.130 METERS 26954     |
 LX5898| LX5895 HEARN                                30.693 METERS 27636     |
 LX5898| CZ6591 HEARN RM 1                           34.168 METERS 32728     |
 LX5898|---------------------------------------------------------------------|
 LX5898
 LX5898                          SUPERSEDED SURVEY CONTROL
 LX5898
 LX5898  NAD 83(1992)-  41 15 47.37642(N)    072 23 02.11673(W) AD(       ) 2
 LX5898  NAD 83(1986)-  41 15 47.37830(N)    072 23 02.12038(W) AD(       ) 2
 LX5898  NAD 27      -  41 15 47.02300(N)    072 23 03.81100(W) AD(       ) 2
 LX5898
 LX5898.Superseded values are not recommended for survey control.
 LX5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5898.See file dsdata.txt to determine how the superseded data were derived.
 LX5898
 LX5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1914971272(NAD 83)
 LX5898_MARKER: Z = SEE DESCRIPTION
 LX5898_SETTING: 0 = UNSPECIFIED SETTING
 LX5898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5898
 LX5898  HISTORY     - Date     Condition        Report By
 LX5898  HISTORY     - 1951     MONUMENTED       CGS
 LX5898  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5898  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX5898  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5898  HISTORY     - 1976     SEE DESCRIPTION  USCG
 LX5898  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX5898  HISTORY     - 1983     GOOD             USPSQD
 LX5898  HISTORY     - 1990     GOOD             USPSQD
 LX5898  HISTORY     - 19970127 GOOD             USPSQD
 LX5898
 LX5898                          STATION DESCRIPTION
 LX5898
 LX5898'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX5898'ON CORNFIELD POINT, ABOUT 2 MI. FROM SAYBROOK, IN A RETAINING
 LX5898'WALL AT THE JUNCTION OF MOHICAN ROAD AND THE BLUFF OVERLOOKING
 LX5898'THE BEACH.  THE STATION MARK IS SET IN A CONCRETE RETAINING WALL
 LX5898'18 IN. THICK, ON THE E SIDE OF MOHICAN ROAD.  IT IS A STANDARD
 LX5898'STATION DISK, 28 FT. S OF THE SW CORNER OF A TWO-STORY CLAPBOARD
 LX5898'HOUSE PRESENTLY OWNED AND OCCUPIED BY MR. HART (THIS HOUSE IS IN
 LX5898'THE SE CORNER OF THE INTERSECTION OF MOHICAN AND HARTLANDS
 LX5898'ROADS FACING N ON HARTLANDS ROAD), 21 FT. NE OF A STAIRWAY
 LX5898'LEADING TO THE BEACH, 13 FT. S OF A METAL FLAGPOLE, 4.7 FT. N
 LX5898'OF AN ANGULAR BREAK IN THE RETAINING WALL, AND SET FLUSH WITH
 LX5898'THE WALL.  THE MARK IS STAMPED HEARN 2 1951.
 LX5898'
 LX5898'REFERENCE MARK 1 IS N OF THE STATION IN OUTCROPPING BEDROCK ON THE
 LX5898'LAWN OF MR. HARTS HOUSE, 4 M. SW OF THE CENTERLINE OF THE CONCRETE
 LX5898'DRIVEWAY TO THE GARAGE OF THE HOUSE, AND 14.7 M. NW OF THE
 LX5898'CORNER OF THE HOUSE.  IT IS A STANDARD REFERENCE-MARK DISK, SET IN
 LX5898'A DRILL HOLE AND STAMPED HEARN NO 1 1932.
 LX5898'
 LX5898'REFERENCE MARK 4 IS W OF THE STATION SET IN THE W RETAINING WALL
 LX5898'OF MOHICAN ROAD.  IT IS A STANDARD REFERENCE DISK, SET ON RANGE WITH
 LX5898'THE STATION MARK AND SAYBROOK LIGHTHOUSE AND STAMPED HEARN 2 1951
 LX5898'NO 4.  MARK IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 LX5898'
 LX5898'TO REACH THE STATION FROM THE SAYBROOK POST OFFICE, GO W ON
 LX5898'U.S. HIGHWAY 1 FOR 0.1 MI. TO ITS JUNCTION WITH THE CORNFIELD
 LX5898'POINT ROAD, TURN RIGHT ON THIS ROAD (SIGN READING TO YE CASTLE INN)
 LX5898'AND GO 2.3 MI. TO THIS INN.  THE STATION IS ABOUT 200 YD. NE
 LX5898'OF THE INN AT THE JUNCTION OF MOCHICAN ROAD AND THE BLUFF
 LX5898'OVERLOOKING THE BEACH.
 LX5898
 LX5898                          STATION RECOVERY (1954)
 LX5898
 LX5898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5898'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5898'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LX5898'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LX5898'AND CORRECT WITH THE FOLLOWING EXCEPTION--
 LX5898'
 LX5898'REFERENCE MARK 4 IS STAMPED HEARN 2 1951 RM 4.
 LX5898
 LX5898                          STATION RECOVERY (1964)
 LX5898
 LX5898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LX5898'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE TWO-STORY
 LX5898'CLAPBOARD HOUSE IS SHINGLED, AND PROPERTY OF DR. DAVIES.
 LX5898'
 LX5898'STATION MARK IS 4 INCHES BELOW GROUND 20.0 FEET NORTHEAST OF THE
 LX5898'CENTER OF A CONCRETE STAIRWAY TO THE BEACH.
 LX5898'
 LX5898'RM 1 IS IN A MASSIVE BOULDER THAT PROJECTS 2 FEET IN THE NORTHWEST
 LX5898'CORNER OF THE FRONT YARD OF DR. DAVIES HOUSE, AND COVERED WITH
 LX5898'CLIMBING ROSES.
 LX5898'
 LX5898'RM 4 IS BENEATH A THICK HONEYSUCKLE VINE THAT COVERS THE CONCRETE
 LX5898'WALL.
 LX5898'
 LX5898'RM 2 (HEARN 1932) WAS RECOVERED IN WAY OF GRADING, AND AS THE
 LX5898'LINE WAS BADLY BLOCKED FROM HEARN 2, AND THE ANGLE NEVER TAKEN, THE
 LX5898'MARK WAS DESTROYED AT THIS TIME WITH NO ATTEMPT TO RESET IT.
 LX5898
 LX5898                          STATION RECOVERY (1971)
 LX5898
 LX5898'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5898'THE STATION HEARN 2 1951, REFERENCE MARK 1 HEARN 1932 AND REFERENCE
 LX5898'MARK 4 HEARN 2, 1951 WERE FOUND IN GOOD CONDITION.
 LX5898'
 LX5898'THE STATION IS ON CORNFIELD POINT, ABOUT 200 YARDS NORTHEAST OF
 LX5898'THE LARGE STONE CASTLE INN.
 LX5898
 LX5898                          STATION RECOVERY (1976)
 LX5898
 LX5898'RECOVERY NOTE BY US COAST GUARD 1976 (RM)
 LX5898'HEARN II GOOD.  UNDER BRUSH AND 6 IN OF DIRT.
 LX5898
 LX5898                          STATION RECOVERY (1977)
 LX5898
 LX5898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LX5898'STATION MARK, REFERENCE MARKS 1 AND 4 WERE RECOVERED AND FOUND IN
 LX5898'GOOD CONDITION.
 LX5898'
 LX5898'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF SAYBROOK, ON
 LX5898'CORNFIELD POINT, ABOUT 0.2 MILE EAST OF THE OLD CASTLE INN, NEAR
 LX5898'THE SOUTH END OF A CONCRETE RETAINING WALL WHICH SLOPE DOWN
 LX5898'BECOMING FLUSH WITH THE GROUND WHERE THE MARK IS LOCATED.
 LX5898'
 LX5898'TO REACH THE STATION FROM THE TOWN HALL IN OLD SAYBROOK, GO
 LX5898'SOUTH ON STATE HIGHWAY 154 FOR 0.55 MILE TO MAPLE AVENUE, TURN
 LX5898'LEFT, GO SOUTHWEST FOR 1.3 MILE TO CROSSROADS, TURN LEFT, GO 0.1
 LX5898'MILE TO TWO ROCK PILLARS AND SIDE ROAD RIGHT, TURN RIGHT, GO
 LX5898'SOUTHWESTERLY ON HARTLAND DRIVE FOR 0.15 MILE TO MOHICAN ROAD ON
 LX5898'RIGHT AND THE STATION ON LEFT.
 LX5898'
 LX5898'STATION MARK IS A STANDARD DISK SET IN DRILL HOLE IN CONCRETE
 LX5898'RETAINING WALL FLUSH WITH THE GROUND AT POINT WHERE MARK IS AT AND
 LX5898'THE DISK IS STAMPED HEARN 2 1951.  IT IS 137 FEET SOUTH OF
 LX5898'JUNCTION OF MOCHICAN ROAD AND HARTLAND ROAD, 27.2 FEET SOUTHWEST
 LX5898'OF SOUTHWEST CORNER OF HOUSE, 20.5 FEET SOUTHEAST OF CENTER OF
 LX5898'STEPS LEADING DOWN TO THE BEACH, 13.2 FEET SOUTH-SOUTHWEST LIGHT
 LX5898'POLE AND 7.8 FEET SOUTH OF SOUTH END OF THE RETAINING WALL
 LX5898'WHERE IT STARTS TO PROJECT OUT OF GROUND.
 LX5898'
 LX5898'REFERENCE MARK 1 IS A STANDARD DISK SET IN DRILL HOLE IN TOP OF A
 LX5898'8 X 8 FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE LAWN IN FRONT
 LX5898'OF HOUSE AND IS STAMPED HEARN NO 1 1932.  IT IS 44 FEET SOUTHEAST
 LX5898'OF THE JUNCTION OF MOCHICAN ROAD AND HARTLAND ROAD, 28 FEET SOUTH
 LX5898'OF CENTER OF HARTLAND ROAD, 17.6 FEET SOUTHEAST OF POWER POLE CL
 LX5898'AND P 192, 14.5 FEET WEST OF CENTER OF DRIVEWAY AND 12.5 FEET
 LX5898'EAST OF RETAINING WALL.
 LX5898'
 LX5898'REFERENCE MARK 4 IS A STANDARD DISK SET IN A DRILL HOLE CONCRETE
 LX5898'WALL WITH CHAIN LENGTH FENCE ON TOP OF WALL AND IS STAMPED HEARN
 LX5898'2 1951 NO 4.  IT IS 103 FEET SOUTH OF JUNCTION OF MOCHICAN ROAD
 LX5898'AND HARTLAND ROAD, 33 FEET SOUTH OF THE SOUTHEAST CORNER OF MR
 LX5898'KEYS HOUSE, 29.5 FEET NORTHWEST OF CENTER OF STEPS LEADING DOWN TO
 LX5898'THE BEACH, 8.6 FEET NORTH OF FENCE CORNER AND IS IN THE CHAIN
 LX5898'LENGTH FENCE LINE.
 LX5898'
 LX5898'NO AZIMUTH MARK AT THIS STATION.
 LX5898'
 LX5898'STATION WAS NOT OCCUPIED AT THIS TIME.
 LX5898'
 LX5898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5898'2 MILES SSE OF SAYBROOK.
 LX5898
 LX5898                          STATION RECOVERY (1983)
 LX5898
 LX5898'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5898'STATION HEARN 2, AND R.M. 1 WERE RECOVERED IN FAIR, AND R.M. 4 IN
 LX5898'GOOD CONDITION.
 LX5898'
 LX5898'DESCRIPTION IS COMPLETE AND ACCURATE.
 LX5898
 LX5898                          STATION RECOVERY (1990)
 LX5898
 LX5898'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX5898'RECOVERED IN GOOD CONDITION.
 LX5898
 LX5898                          STATION RECOVERY (1997)
 LX5898
 LX5898'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5010 ***********************************************************************
 LX5010  DESIGNATION -  HECKLER
 LX5010  PID         -  LX5010
 LX5010  STATE/COUNTY-  CT/TOLLAND
 LX5010  USGS QUAD   -  ROCKVILLE (1984)
 LX5010
 LX5010                         *CURRENT SURVEY CONTROL
 LX5010  ___________________________________________________________________
 LX5010* NAD 83(1996)-  41 48 09.89626(N)    072 23 28.79970(W)     ADJUSTED  
 LX5010* NAVD 88     -       241.9    (meters)     794.     (feet)  VERTCON   
 LX5010  ___________________________________________________________________
 LX5010  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LX5010  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX5010
 LX5010  HORZ ORDER  -  FIRST
 LX5010
 LX5010.The horizontal coordinates were established by classical geodetic methods
 LX5010.and adjusted by the National Geodetic Survey in August 1998..
 LX5010
 LX5010.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5010
 LX5010.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5010
 LX5010.The geoid height was determined by GEOID03.
 LX5010
 LX5010;                    North         East     Units Scale Factor Converg.
 LX5010;SPC CT       -   260,125.745   334,607.757   MT  0.99999415   +0 14 16.1
 LX5010;SPC CT       -   853,429.22  1,097,792.28   sFT  0.99999415   +0 14 16.1
 LX5010;UTM  18      - 4,631,165.812   716,717.969   MT  1.00017798   +1 44 22.3
 LX5010
 LX5010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5010!SPC CT       -   0.99996669  x   0.99999415  =   0.99996084
 LX5010!UTM  18      -   0.99996669  x   1.00017798  =   1.00014466
 LX5010
 LX5010|---------------------------------------------------------------------|
 LX5010| PID    Reference Object                     Distance      Geod. Az  |
 LX5010|                                                           dddmmss.s |
 LX5010| CZ6595 HECKLER RM 1                         24.610 METERS 00521     |
 LX5010| LX4993 RILEY                               APPROX. 4.9 KM 0852937.7 |
 LX5010| CZ6596 HECKLER RM 2                         21.476 METERS 15512     |
 LX5010| LX5015 BOLTON ST MAURICE CH CROSS          APPROX. 5.4 KM 2184311.3 |
 LX5010| LX5030 HECKLER RM 3                        169.883 METERS 24527     |
 LX5010| LX5029 HECKLER RM 3 TPT                    162.927 METERS 24527     |
 LX5010|---------------------------------------------------------------------|
 LX5010
 LX5010                          SUPERSEDED SURVEY CONTROL
 LX5010
 LX5010  NAD 83(1996)-  41 48 09.89587(N)    072 23 28.79970(W) AD(       ) 1
 LX5010  NAD 83(1992)-  41 48 09.89611(N)    072 23 28.79986(W) AD(       ) 1
 LX5010  NAD 83(1992)-  41 48 09.89688(N)    072 23 28.80081(W) AD(       ) 1
 LX5010  NAD 83(1986)-  41 48 09.89753(N)    072 23 28.80067(W) AD(       ) 1
 LX5010  NAD 27      -  41 48 09.54252(N)    072 23 30.50573(W) AD(       ) 1
 LX5010  NGVD 29 (07/19/86)  242.1    (m)          794.     (f) VERT ANG       
 LX5010
 LX5010.Superseded values are not recommended for survey control.
 LX5010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5010.See file dsdata.txt to determine how the superseded data were derived.
 LX5010
 LX5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1671831166(NAD 83)
 LX5010_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5010+STABILITY: SURFACE MOTION
 LX5010
 LX5010  HISTORY     - Date     Condition        Report By
 LX5010  HISTORY     - 1978     MONUMENTED       NGS
 LX5010
 LX5010                          STATION DESCRIPTION
 LX5010
 LX5010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX5010'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF
 LX5010'MANCHESTER, 5 MILES SOUTHEAST OF VERNON, 1 MILE WEST-NORTHWEST
 LX5010'OF NORTH COVENTRY, AND ON THE CHARLES HECKLER ESTATE.
 LX5010'PERMISSION WAS GRANTED BY MR. ALFRED HECKLER, RFD 4, COVENTRY,
 LX5010'CONNECTICUT.  PHONE NUMBER 742-6519.
 LX5010'
 LX5010'TO REACH THE STATION FROM THE POST OFFICE IN BOLTON, GO
 LX5010'NORTHEAST AND EAST ON U.S. HIGHWAY 44A FOR 2.6 MILES TO THE
 LX5010'JUNCTION OF STATE HIGHWAY 31 ON THE LEFT.  TURN LEFT AND GO
 LX5010'NORTH ON HIGHWAY 31 FOR 0.25 MILE TO A BREAK IN A WIRE FENCE
 LX5010'ON THE RIGHT.  TURN RIGHT BETWEEN FENCE BREAK AND GO EASTERLY
 LX5010'ACROSS NORTH EDGE OF FIELD FOR 0.05 MILE TO HECKLER RM 3 ON
 LX5010'THE LEFT.  CONTINUE EASTERLY ACROSS THE FIELD FOR 0.1
 LX5010'MILE TO THE STATION, JUST AFTER CROSSING A SMALL DITCH.
 LX5010'
 LX5010'THE STATION
 LX5010'MARKS ARE STANDARD DISKS STAMPED---HECKLER 1978---.
 LX5010'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYCLINDRICAL
 LX5010'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES ABOVE THE GROUND
 LX5010'SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS
 LX5010'81 FEET SOUTHWEST OF A METAL WITNESS POST, 70.5 FEET NORTH OF
 LX5010'A METAL WITNESS POST, 24.5 FEET WEST OF A WIRE FENCE, AND 11.0
 LX5010'FEET EAST OF THE EAST EDGE OF A SMALL DITCH.  THE UNDERGROUND
 LX5010'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42
 LX5010'INCHES BELOW THE GROUND SURFACE.
 LX5010'
 LX5010'REFERENCE MARK 1,
 LX5010'STAMPED---HECKLER NO 1 1978---, IS A STANDARD DISK
 LX5010'SET IN THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT
 LX5010'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 50.8
 LX5010'FEET EAST OF THE EAST EDGE OF A SMALL DITCH AND 7.5 FEET WEST
 LX5010'OF A WIRE FENCE AND METAL WITNESS POST.
 LX5010'
 LX5010'REFERENCE MARK 2,
 LX5010'STAMPED---HECKLER NO 2 1978---, IS A STANDARD
 LX5010'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX5010'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 5.0
 LX5010'FEET EAST OF THE EAST EDGE OF THE SMALL DITCH AND 3.8 FEET
 LX5010'WEST OF A METAL WITNESS POST.
 LX5010'
 LX5010'REFERENCE MARKS 3 ARE STANDARD DISKS STAMPED---HECKLER NO 3
 LX5010'1978---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 LX5010'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 LX5010'THE GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE
 LX5010'MONUMENT.
 LX5010'IT IS 37.5 FEET SOUTH OF A 36-INCH OAK TREE AND 4.0 FEET NORTH
 LX5010'OF A FENCE CORNER POST.  THE UNDERGROUND DISK IS SET IN THE
 LX5010'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 LX5010'GROUND SURFACE.
 LX5010'
 LX5010'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.6 METERS.
 LX5010'
 LX5010'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5030 ***********************************************************************
 LX5030  DESIGNATION -  HECKLER RM 3
 LX5030  PID         -  LX5030
 LX5030  STATE/COUNTY-  CT/TOLLAND
 LX5030  USGS QUAD   -  ROCKVILLE (1984)
 LX5030
 LX5030                         *CURRENT SURVEY CONTROL
 LX5030  ___________________________________________________________________
 LX5030* NAD 83(1996)-  41 48 07.60873(N)    072 23 35.49359(W)     ADJUSTED  
 LX5030* NAVD 88     -       234.2    (meters)     768.     (feet)  VERTCON   
 LX5030  ___________________________________________________________________
 LX5030  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LX5030  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX5030
 LX5030  HORZ ORDER  -  SECOND
 LX5030
 LX5030.The horizontal coordinates were established by classical geodetic methods
 LX5030.and adjusted by the National Geodetic Survey in August 1998..
 LX5030
 LX5030.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5030
 LX5030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5030
 LX5030.The geoid height was determined by GEOID03.
 LX5030
 LX5030;                    North         East     Units Scale Factor Converg.
 LX5030;SPC CT       -   260,054.530   334,453.522   MT  0.99999409   +0 14 11.7
 LX5030;SPC CT       -   853,195.57  1,097,286.26   sFT  0.99999409   +0 14 11.7
 LX5030;UTM  18      - 4,631,090.565   716,565.625   MT  1.00017717   +1 44 17.8
 LX5030
 LX5030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5030!SPC CT       -   0.99996790  x   0.99999409  =   0.99996199
 LX5030!UTM  18      -   0.99996790  x   1.00017717  =   1.00014506
 LX5030
 LX5030                          SUPERSEDED SURVEY CONTROL
 LX5030
 LX5030  NAD 83(1996)-  41 48 07.60835(N)    072 23 35.49359(W) AD(       ) 2
 LX5030  NAD 83(1992)-  41 48 07.60859(N)    072 23 35.49375(W) AD(       ) 2
 LX5030  NAD 83(1992)-  41 48 07.60936(N)    072 23 35.49470(W) AD(       ) 2
 LX5030  NAD 83(1986)-  41 48 07.61001(N)    072 23 35.49455(W) AD(       ) 2
 LX5030  NAD 27      -  41 48 07.25522(N)    072 23 37.19867(W) AD(       ) 2
 LX5030  NGVD 29 (07/19/86)  234.4    (m)          769.     (f) VERT ANG       
 LX5030
 LX5030.Superseded values are not recommended for survey control.
 LX5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5030.See file dsdata.txt to determine how the superseded data were derived.
 LX5030
 LX5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1656631091(NAD 83)
 LX5030_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5030+STABILITY: SURFACE MOTION
 LX5030
 LX5030  HISTORY     - Date     Condition        Report By
 LX5030  HISTORY     - 1978     MONUMENTED       NGS
 LX5030
 LX5030                          STATION DESCRIPTION
 LX5030
 LX5030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX5030'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF
 LX5030'MANCHESTER, 5 MILES SOUTHEAST OF VERNON, 1 MILE WEST-NORTHWEST
 LX5030'OF NORTH COVENTRY, AND ON THE CHARLES HECKLER ESTATE.
 LX5030'PERMISSION WAS GRANTED BY MR. ALFRED HECKLER, RFD 4, COVENTRY,
 LX5030'CONNECTICUT.  PHONE NUMBER 742-6519.
 LX5030'
 LX5030'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX5030'HECKLER, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX5030'
 LX5030'TO REACH THE STATION FROM THE POST OFFICE IN BOLTON, GO
 LX5030'NORTHEAST AND EAST ON U.S. HIGHWAY 44A FOR 2.6 MILES TO THE
 LX5030'JUNCTION OF STATE HIGHWAY 31 ON THE LEFT.  TURN LEFT AND GO
 LX5030'NORTH ON HIGHWAY 31 FOR 0.25 MILE TO A BREAK IN A WIRE FENCE
 LX5030'ON THE RIGHT.  TURN RIGHT BETWEEN FENCE BREAK AND GO EASTERLY
 LX5030'ACROSS NORTH EDGE OF FIELD FOR 0.05 MILE TO THE STATION
 LX5030'ON THE LEFT.
 LX5030'
 LX5030'THE STATION MARKS ARE STANDARD
 LX5030'REFERENCE MARKDISKS STAMPED---HECKLER NO 3
 LX5030'1978---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 LX5030'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 LX5030'THE GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE
 LX5030'MONUMENT.
 LX5030'IT IS 37.5 FEET SOUTH OF A 36-INCH OAK TREE AND 4.0 FEET NORTH
 LX5030'OF A FENCE CORNER POST.  THE UNDERGROUND DISK IS SET IN THE
 LX5030'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 LX5030'GROUND SURFACE.
 LX5030'
 LX5030'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 LX5030'
 LX5030'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6673 ***********************************************************************
 LX6673  DESIGNATION -  HELCO
 LX6673  PID         -  LX6673
 LX6673  STATE/COUNTY-  CT/HARTFORD
 LX6673  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6673
 LX6673                         *CURRENT SURVEY CONTROL
 LX6673  ___________________________________________________________________
 LX6673* NAD 83(1996)-  41 45 00.94432(N)    072 39 08.09363(W)     ADJUSTED  
 LX6673* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6673  ___________________________________________________________________
 LX6673  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 LX6673  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX6673
 LX6673  HORZ ORDER  -  THIRD
 LX6673
 LX6673.The horizontal coordinates were established by classical geodetic methods
 LX6673.and adjusted by the National Geodetic Survey in August 1998..
 LX6673
 LX6673.The orthometric height was scaled from a topographic map.
 LX6673
 LX6673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6673
 LX6673.The geoid height was determined by GEOID03.
 LX6673
 LX6673;                    North         East     Units Scale Factor Converg.
 LX6673;SPC CT       -   254,238.892   312,930.927   MT  0.99999027   +0 03 53.3
 LX6673;SPC CT       -   834,115.43  1,026,674.22   sFT  0.99999027   +0 03 53.3
 LX6673;UTM  18      - 4,624,712.578   695,199.899   MT  1.00006890   +1 33 49.8
 LX6673
 LX6673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6673!SPC CT       -   1.00000418  x   0.99999027  =   0.99999445
 LX6673!UTM  18      -   1.00000418  x   1.00006890  =   1.00007308
 LX6673
 LX6673:                Primary Azimuth Mark                     Grid Az
 LX6673:SPC CT       -  HARTFORD EAGLE PAPER MILL STK            053 03 04.9
 LX6673:UTM  18      -  HARTFORD EAGLE PAPER MILL STK            051 33 08.4
 LX6673
 LX6673|---------------------------------------------------------------------|
 LX6673| PID    Reference Object                     Distance      Geod. Az  |
 LX6673|                                                           dddmmss.s |
 LX6673| LX6586 HARTFORD EAGLE PAPER MILL STK       APPROX. 4.8 KM 0530658.2 |
 LX6673| LX6674 HARTFORD JETTY LIGHT                149.655 METERS 05631     |
 LX6673| LX7042 EAST HARTFORD BOURQUE TOWER         APPROX. 1.5 KM 1080404.4 |
 LX6673| LX7067 EAST HARTFORD RED BARN CUPOLA       APPROX. 3.1 KM 1405721.4 |
 LX6673| LX7021 BRAINARD FIELD BEACON               APPROX. 0.6 KM 1471154.3 |
 LX6673| CZ6597 HELCO RM 1                           11.640 METERS 25011     |
 LX6673| LX6670 HARTFORD LIGHT CO WEST TOWER        APPROX. 0.5 KM 2963019.9 |
 LX6673| CZ6598 HELCO RM 2                           14.520 METERS 31939     |
 LX6673| LX6671 HARTFORD LIGHT CO EAST TOWER        APPROX. 0.6 KM 3495908.2 |
 LX6673|---------------------------------------------------------------------|
 LX6673
 LX6673                          SUPERSEDED SURVEY CONTROL
 LX6673
 LX6673  NAD 83(1996)-  41 45 00.94391(N)    072 39 08.09380(W) AD(       ) 3
 LX6673  NAD 83(1992)-  41 45 00.94403(N)    072 39 08.09390(W) AD(       ) 3
 LX6673  NAD 83(1992)-  41 45 00.94545(N)    072 39 08.09522(W) AD(       ) 3
 LX6673  NAD 83(1986)-  41 45 00.94572(N)    072 39 08.09523(W) AD(       ) 3
 LX6673  NAD 27      -  41 45 00.57900(N)    072 39 09.76800(W) AD(       ) 3
 LX6673
 LX6673.Superseded values are not recommended for survey control.
 LX6673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6673.See file dsdata.txt to determine how the superseded data were derived.
 LX6673
 LX6673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9520024713(NAD 83)
 LX6673
 LX6673  HISTORY     - Date     Condition        Report By
 LX6673  HISTORY     - 1935     MONUMENTED       CGS
 LX6673  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6673
 LX6673                          STATION DESCRIPTION
 LX6673
 LX6673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6673'THE STATION IS ON THE SOUTH MEADOW PLANT OF THE HARTFORD ELECTRIC
 LX6673'LIGHT COMPANY.  THE PLANT IS ON THE W BANK OF THE CONNECTICUT
 LX6673'RIVER AT THE SOUTHERLY END OF COLTS DYKE.  IT IS MARKED BY A
 LX6673'STANDARD DISK SET IN A DRILL HOLE IN THE COPING OF THE MERCURY
 LX6673'TOWER, WHICH IS THE HIGHEST PART OF THE BUILDING.  THE BUILDING
 LX6673'HAS A FLAT TAR AND GRAVEL ROOF, AND HAS A BRICK WALL ON ALL SIDES
 LX6673'EXCEPT THE NORTHERLY ONE.  THE WALLS ARE CAPPED BY A STONE COPING.
 LX6673'
 LX6673'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6673'THE W COPING N 33 DEG W OF THE STATION.
 LX6673'
 LX6673'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6673'THE COPING OF THE E WALL N 10 DEG E OF THE STATION.
 LX6673'
 LX6673'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6673
 LX6673                          STATION RECOVERY (1948)
 LX6673
 LX6673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6673'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1756 ***********************************************************************
 MZ1756  DESIGNATION -  HENDEE
 MZ1756  PID         -  MZ1756
 MZ1756  STATE/COUNTY-  CT/HARTFORD
 MZ1756  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ1756
 MZ1756                         *CURRENT SURVEY CONTROL
 MZ1756  ___________________________________________________________________
 MZ1756* NAD 83(1996)-  42 01 27.39573(N)    072 36 54.54972(W)     ADJUSTED  
 MZ1756* NAVD 88     -        55.15   (+/-2cm)     180.9    (feet)  VERTCON   
 MZ1756  ___________________________________________________________________
 MZ1756  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 MZ1756  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 MZ1756
 MZ1756  HORZ ORDER  -  FIRST
 MZ1756  VERT ORDER  -  THIRD ? (See Below)
 MZ1756
 MZ1756.The horizontal coordinates were established by classical geodetic methods
 MZ1756.and adjusted by the National Geodetic Survey in August 1998..
 MZ1756
 MZ1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1756.The vertical order pertains to the NGVD 29 superseded value.
 MZ1756
 MZ1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1756
 MZ1756.The geoid height was determined by GEOID03.
 MZ1756
 MZ1756;                    North         East     Units Scale Factor Converg.
 MZ1756;SPC CT       -   284,678.169   315,968.780   MT  1.00001976   +0 05 21.9
 MZ1756;SPC CT       -   933,981.63  1,036,640.91   sFT  1.00001976   +0 05 21.9
 MZ1756;UTM  18      - 4,655,223.246   697,438.306   MT  1.00007969   +1 35 49.3
 MZ1756
 MZ1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1756!SPC CT       -   0.99999590  x   1.00001976  =   1.00001566
 MZ1756!UTM  18      -   0.99999590  x   1.00007969  =   1.00007559
 MZ1756
 MZ1756|---------------------------------------------------------------------|
 MZ1756| PID    Reference Object                     Distance      Geod. Az  |
 MZ1756|                                                           dddmmss.s |
 MZ1756| DA2669 HENDEE RM 5                          26.941 METERS 04050     |
 MZ1756| MZ1761 LONGMEADOW WEST MUN TANK            APPROX. 6.3 KM 0680138.2 |
 MZ1756| MZ2908 BRAIN RESET                         APPROX. 5.1 KM 0920935.8 |
 MZ1756| LX6564 ENFIELD ENFIELD STREET TANK         APPROX. 4.4 KM 1535652.4 |
 MZ1756| DA2670 HENDEE RM 6                          19.967 METERS 16301     |
 MZ1756|---------------------------------------------------------------------|
 MZ1756
 MZ1756                          SUPERSEDED SURVEY CONTROL
 MZ1756
 MZ1756  NAD 83(1996)-  42 01 27.39568(N)    072 36 54.54974(W) AD(       ) 1
 MZ1756  NAD 83(1992)-  42 01 27.39630(N)    072 36 54.55053(W) AD(       ) 1
 MZ1756  NAD 83(1992)-  42 01 27.39639(N)    072 36 54.55068(W) AD(       ) 1
 MZ1756  NAD 83(1986)-  42 01 27.39768(N)    072 36 54.55154(W) AD(       ) 1
 MZ1756  NAD 27      -  42 01 27.05100(N)    072 36 56.22600(W) AD(       ) 1
 MZ1756  NGVD 29 (07/19/86)   55.38   (m)          181.7    (f) LEVELING    3  
 MZ1756
 MZ1756.Superseded values are not recommended for survey control.
 MZ1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1756.See file dsdata.txt to determine how the superseded data were derived.
 MZ1756
 MZ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9743855223(NAD 83)
 MZ1756_MARKER: Z = SEE DESCRIPTION
 MZ1756_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 MZ1756_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 MZ1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MZ1756
 MZ1756  HISTORY     - Date     Condition        Report By
 MZ1756  HISTORY     - 1939     MONUMENTED       MAGS
 MZ1756  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 MZ1756  HISTORY     - 1979     GOOD             NGS
 MZ1756
 MZ1756                          STATION DESCRIPTION
 MZ1756
 MZ1756'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1939
 MZ1756'AN OCCUPIED SECOND-ORDER STATION MARKED BY A MASSACHUSETTS
 MZ1756'DEPT. OF PUBLIC WORKS STANDARD DISK STAMPED HENDEE, 1939 SET IN A
 MZ1756'12-INCH ROUND CONCRETE-FILLED DRAIN-TILE PIPE, FLUSH WITH GROUND.
 MZ1756'
 MZ1756'STATION IS ON THE SUMMIT OF A SPARSELY WOODED HILL, ON THE
 MZ1756'ESTATE OF GEORGE M. HENDEE, IN THE EXTREME NORTHEASTERN PART OF
 MZ1756'THE TOWN OF SUFFIELD, CONNECTICUT, 83.7 FEET SW OF THE SW CORNER
 MZ1756'OF A FENCE ON THE S SIDE OF THE HENDEE GARAGE, 134.4 FEET SW OF
 MZ1756'THE SE CORNER OF THE FENCE, 171.5 FEET SW OF THE NW CORNER OF THE
 MZ1756'GARAGE, 165 FEET NW OF THE NW CORNER OF AN 18- BY 14-FOOT SHED,
 MZ1756'AND 70 FEET SW OF THE CENTER LINE OF A DRIVE.
 MZ1756'
 MZ1756'NO REFERENCE MARKS WERE SET.
 MZ1756'
 MZ1756'STATION IS BEST REACHED AS FOLLOWS--FROM THE
 MZ1756'MASSACHUSETTS-CONNECTICUT STATE LINE MARKER ON ROUTE 5A (MAIN
 MZ1756'STREET) ALONG ROUTE 5A FOR 0.60 MILE TO SERVICE ENTRANCE OF HENDEE
 MZ1756'ESTATE, TAKE LEFT AND CONTINUE FOR 200 FEET BEARING RIGHT AT Y,
 MZ1756'THENCE 300 FEET TO CROSS ROAD, CROSS SAME AND CONTINUE FOR 350
 MZ1756'FEET BEARING RIGHT AT INTERSECTION, THENCE 300 FEET TO TRIPLE
 MZ1756'Y, TURN LEFT ON CENTRAL FORK FOR 250 FEET BEARING RIGHT AT Y,
 MZ1756'THENCE 75 FEET TO STATION.
 MZ1756'
 MZ1756'VIEW FROM GROUND IS CLEAR FROM SW TO NW, BUT TREES AND HOUSES
 MZ1756'AND GARAGE OBSCURE VIEW IN ALL OTHER DIRECTIONS.
 MZ1756'
 MZ1756'A 4-FOOT STAND WAS USED IN 1939 TO SEE STATIONS VAIL, COPPER, AND
 MZ1756'PROVEN MOUNT ECCENTRIC.
 MZ1756
 MZ1756                          STATION RECOVERY (1971)
 MZ1756
 MZ1756'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 MZ1756'STATION HENDEE 1939, AND THE FOUR RMS WERE RECOVERED IN GOOD
 MZ1756'CONDITION.
 MZ1756'
 MZ1756'TO REACH FROM THE MASS-CONN STATE LINE ON RT 159 (EAST ST), IN
 MZ1756'THE TOWN OF SUFFIELD, GO SOUTH ON RT 159 FOR 0.5 MILE TO ENTRANCE
 MZ1756'OF ST. ALPHONSUS COLLEGE SEMINARY ON LEFT.  FOLLOW ENTRANCE ROAD
 MZ1756'SOUTHEASTERLY BEARING LEFT AT Y TO GARAGE AND STATION SITE.
 MZ1756
 MZ1756                          STATION RECOVERY (1979)
 MZ1756
 MZ1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 MZ1756'THE STATION MARK WAS FOUND IN GOOD CONDITION. THE FOUR REFERENCE
 MZ1756'MARKS MENITIONED IN 1971 DATA WERE NOT RECOVERED AT THIS DATE.
 MZ1756'NEW REFERENCE MARKS 5 AND 6 WERE ESTABLISHED AT THIS DATE. A NEW
 MZ1756'AND COMPLETE DESCRIPTION FOLLOWS.
 MZ1756'
 MZ1756'THE STATION IS LOCATED 3-1/2 MILES NORTHEAST OF SUFFIELD, 2-1/2
 MZ1756'MILES NORTHWEST OF ENFIELD, 1/2 MILE SOUTH OF THE CONNECTICUT-
 MZ1756'MASSACHUSETT STATE LINE, 1/4 MILE WEST OF THE CONNECTICUT RIVER
 MZ1756'AND ON PROPERTY OWNED BY THE CATHOLIC CHURCH. PERMISSION WAS
 MZ1756'GRANTED BY REVEREND DAVID J. SHARROCK, O.SS.R., STD, RECTOR
 MZ1756'PRESIDENT, 1762 MAPLE AVENUE, SUFFIELD, CONNECTICUT, 06078.
 MZ1756'(PHONE NUMBER 668-7393)
 MZ1756'
 MZ1756'TO REACH THE STATION FROM THE POST OFFICE IN AGAWAN, MASSACHUSETTS,
 MZ1756'GO SOUTH ON STATE HIGHWAY 159 FOR 2.55 MILES TO THE CONNECTICUT-
 MZ1756'MASSACHUSETTS STATE LINE. CONTINUE SOUTH ON STATE HIGHWAY 159 FOR
 MZ1756'0.3 MILE TO THE ENTRANCE TO SAINT ALPHONSUS COLLEGE ON THE LEFT.
 MZ1756'TURN LEFT AND FOLLOW DRIVEWAY EASTERLY FOR 0.1 MILE TO A FORK.
 MZ1756'TAKE THE LEFT FORK NORTHEASTERLY FOR 0.1 MILE TO THE STATION ON
 MZ1756'THE RIGHT AS DESCRIBED.
 MZ1756'
 MZ1756'THE STATION IS A STANDARD MASSACHUSETTS GEODETIC SURVEY DISK,
 MZ1756'STAMPED---HENDEE 1939---,
 MZ1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1756'FLUSH WITH GROUND.  IT IS LOCATED
 MZ1756'71 FEET SOUTH-SOUTHWEST FROM THE CENTER OF PAVED DRIVE,
 MZ1756'12 FEET NORTH-NORTHWEST FROM A 30-INCH OAK TREE AND
 MZ1756'4 FEET EAST-SOUTHEAST FROM AMETAL WITTNESS POST.
 MZ1756'
 MZ1756'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 MZ1756'STAMPED---HENDEE NO 5 1979---,
 MZ1756'CEMENTED IN A DRILL HOLE IN A CONCRETE STEP.
 MZ1756'IT IS LOCATED
 MZ1756'68.5 FEET SOUTH-SOUTHEAST FROM A METAL LIGHT POLE,
 MZ1756'36.7 FEET SOUTHWEST FROM THE NORTHWEST CORNER OF THE GARAGE,
 MZ1756'8 FEET NORTHEAST FROM THE NORTHWEST FENCE CORNER OF A DOG PEN AND
 MZ1756'2 FEET NORTH-NORTHWEST FROM THE METAL GATE OF THE DOG PEN.
 MZ1756'MARK IS BELOW STATION 1.4 METERS.
 MZ1756'
 MZ1756'REFERENCE MARK NUMBER 6 IS A STANDARD NGS DISK
 MZ1756'STAMPED---HENDEE NO 6 1979---,
 MZ1756'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 37 CM IN DIAMETER
 MZ1756'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1756'53 FEET SOUTH FROM A 30-INCH OAK TREE,
 MZ1756'12 FEET NORTH-NORTHWEST FROM A PAVED WALK AND
 MZ1756'3.3 FEET EAST FROM A METAL WITTNESS POST.
 MZ1756'MARK IS ABOVE STATION 0.30 METERS.
 MZ1756'
 MZ1756'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 29.4 METERS.
 MZ1756'
 MZ1756'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK OR A
 MZ1756'DISTANT REFERENCE MARK.
 MZ1756'
 MZ1756'DESCRIBED BY T.C. HALL, CHECKED BY J.A. KERSHNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5579 ***********************************************************************
 AI5579  PACS        -  This is a Primary Airport Control Station.
 AI5579  DESIGNATION -  HFD A
 AI5579  PID         -  AI5579
 AI5579  STATE/COUNTY-  CT/HARTFORD
 AI5579  USGS QUAD   -  HARTFORD SOUTH (1992)
 AI5579
 AI5579                         *CURRENT SURVEY CONTROL
 AI5579  ___________________________________________________________________
 AI5579* NAD 83(1996)-  41 43 56.14797(N)    072 38 54.83237(W)     ADJUSTED  
 AI5579* NAVD 88     -         3.07   (meters)      10.1    (feet)  GPS OBS   
 AI5579  ___________________________________________________________________
 AI5579  X           -   1,421,619.398 (meters)                     COMP
 AI5579  Y           -  -4,549,904.267 (meters)                     COMP
 AI5579  Z           -   4,223,440.511 (meters)                     COMP
 AI5579  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AI5579  ELLIP HEIGHT-         -26.29  (meters)          (06/04/02) GPS OBS
 AI5579  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI5579
 AI5579  HORZ ORDER  -  B
 AI5579  ELLP ORDER  -  FOURTH    CLASS I
 AI5579
 AI5579.This mark is at Hartford-Brainard Airport (HFD)
 AI5579
 AI5579.The horizontal coordinates were established by GPS observations
 AI5579.and adjusted by the National Geodetic Survey in May 2000..
 AI5579
 AI5579.The orthometric height was determined by GPS observations and a
 AI5579.high-resolution geoid model.
 AI5579
 AI5579.GPS derived orthometric heights for airport stations designated as
 AI5579.PACS or SACS are published to 2 decimal places.  This maintains
 AI5579.centimeter relative accuracy between the PACS and SACS.  It does
 AI5579.not indicate centimeter accuracy relative to other marks which are
 AI5579.part of the NAVD 88 network.
 AI5579
 AI5579.Photographs are available for this station.
 AI5579
 AI5579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5579
 AI5579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5579
 AI5579.The ellipsoidal height was determined by GPS observations
 AI5579.and is referenced to NAD 83.
 AI5579
 AI5579.The geoid height was determined by GEOID03.
 AI5579
 AI5579;                    North         East     Units Scale Factor Converg.
 AI5579;SPC CT       -   252,240.151   313,239.657   MT  0.99998913   +0 04 02.1
 AI5579;SPC CT       -   827,557.90  1,027,687.11   sFT  0.99998913   +0 04 02.1
 AI5579;UTM  18      - 4,622,722.436   695,560.829   MT  1.00007064   +1 33 56.6
 AI5579
 AI5579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5579!SPC CT       -   1.00000412  x   0.99998913  =   0.99999325
 AI5579!UTM  18      -   1.00000412  x   1.00007064  =   1.00007476
 AI5579
 AI5579                          SUPERSEDED SURVEY CONTROL
 AI5579
 AI5579.No superseded survey control is available for this station.
 AI5579
 AI5579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9556122722(NAD 83)
 AI5579_MARKER: I = METAL ROD
 AI5579_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5579_STAMPING: HFD A 1999
 AI5579_MARK LOGO: NGS   
 AI5579_PROJECTION: RECESSED 3 CENTIMETERS
 AI5579_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5579+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2003
 AI5579_ROD/PIPE-DEPTH: 24.9 meters
 AI5579_SLEEVE-DEPTH  : 1 meters
 AI5579
 AI5579  HISTORY     - Date     Condition        Report By
 AI5579  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5579  HISTORY     - 20030830 GOOD             NGS
 AI5579
 AI5579                          STATION DESCRIPTION
 AI5579
 AI5579'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5579'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) NORTH OF
 AI5579'WETHERSFIELD, 4.1 KM (2.55 MI) SOUTHEAST OF HARTFORD, 4.8 KM (3.00 MI)
 AI5579'SOUTH OF EAST HARTFORD, AT THE HARTFORD-BRAINARD AIRPORT.
 AI5579'OWNERSHIP--HARTFORD-BRAINARD AIRPORT, C/O KENNY MILANO AIRPORT
 AI5579'MANAGER,HARRTFORD-BRAINARD AIRPORT, HARTFORD CT 06114. PH(860)566-7037
 AI5579'STATION REQUIRES 24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.
 AI5579'TO REACH THE STATION FROM GATE 3 NEAR THE TERMINAL, PROCEED EAST 0.1
 AI5579'MI (0.2 KM) ALONG THE GRASS NORTH OF THE APPROACH END OF RWY 20 TO THE
 AI5579'TOE OF THE DYKE AND A DIRT ROAD.  PROCEED SOUTH 0.5 MI (0.8 KM) ALONG
 AI5579'THE DIRT ROAD ALONGSIDE THE DYKE TO THE STATION ON THE RIGHT. THE
 AI5579'STATION IS SET ONLINE WITH THE FIRST SET OF RWY LIGHTS NEAR THE END OF
 AI5579'RWY 2 AND ABOUT 68 M (223.1 FT) WEST OF THE SECOND SET OF RWY LIGHTS
 AI5579'FROM THE END OF RWY 2.
 AI5579'THE STATION IS A PUNCH MARK ON THE TOP OF A 9/16-INCH STAINLESS STEEL
 AI5579'ROD ENCASED IN A 1 M (3.3 FT) FINNED SLEEVE FILLED WITH NON-TOXIC
 AI5579'GREASE, DRIVEN TO A REFUSAL DEPTH OF 24.9 M, (81.7 FT) AND ENCASED IN
 AI5579'A 5-INCH PVC PIPE WITH LOGO CAP STAMPED-- HFD A 1999--.  THE STATION
 AI5579'IS LOCATED 91.44 M (300.00 FT) FROM THE CENTERLINE OF RWY 2 ON A
 AI5579'MAGNETIC COMPASS AZIMUTH OF 115 DEGREES, 65.53 M (214.99 FT) FROM A
 AI5579'RWY LIGHT (R-59) ON A MAGNETIC COMPASS AZIMUTH OF 115 DEGREES, 55.63 M
 AI5579'(182.51 FT) FROM THE STROBE LIGHT ON A MAGNETIC COMPASS AZIMUTH OF 149
 AI5579'DEGREES, 26.97 M (88.48 FT) FROM THE TREELINE ON A MAGNETIC COMPASS
 AI5579'AZIMUTH OF 304 DEGREES.  THIS STATION IS DESIGNATED AS THE PRIMARY
 AI5579'AIRPORT CONTROL STATION.
 AI5579
 AI5579                          STATION RECOVERY (2003)
 AI5579
 AI5579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AI5579'RECOVERED AS DESCRIBED. THIS IS THE PRIMARY AIRPORT CONTROL STATION
 AI5579'(PACS).
 AI5579'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5580 ***********************************************************************
 AI5580  SACS        -  This is a Secondary Airport Control Station.
 AI5580  DESIGNATION -  HFD B
 AI5580  PID         -  AI5580
 AI5580  STATE/COUNTY-  CT/HARTFORD
 AI5580  USGS QUAD   -  HARTFORD SOUTH (1992)
 AI5580
 AI5580                         *CURRENT SURVEY CONTROL
 AI5580  ___________________________________________________________________
 AI5580* NAD 83(1996)-  41 44 05.47522(N)    072 39 26.83366(W)     ADJUSTED  
 AI5580* NAVD 88     -         3.52   (meters)      11.5    (feet)  GPS OBS   
 AI5580  ___________________________________________________________________
 AI5580  X           -   1,420,856.481 (meters)                     COMP
 AI5580  Y           -  -4,549,942.251 (meters)                     COMP
 AI5580  Z           -   4,223,655.561 (meters)                     COMP
 AI5580  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AI5580  ELLIP HEIGHT-         -25.83  (meters)          (06/04/02) GPS OBS
 AI5580  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AI5580
 AI5580  HORZ ORDER  -  FIRST
 AI5580  ELLP ORDER  -  FOURTH    CLASS I
 AI5580
 AI5580.This mark is at Hartford-Brainard Airport (HFD)
 AI5580
 AI5580.The horizontal coordinates were established by GPS observations
 AI5580.and adjusted by the National Geodetic Survey in May 2000..
 AI5580
 AI5580.The orthometric height was determined by GPS observations and a
 AI5580.high-resolution geoid model.
 AI5580
 AI5580.GPS derived orthometric heights for airport stations designated as
 AI5580.PACS or SACS are published to 2 decimal places.  This maintains
 AI5580.centimeter relative accuracy between the PACS and SACS.  It does
 AI5580.not indicate centimeter accuracy relative to other marks which are
 AI5580.part of the NAVD 88 network.
 AI5580
 AI5580.Photographs are available for this station.
 AI5580
 AI5580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5580
 AI5580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5580
 AI5580.The ellipsoidal height was determined by GPS observations
 AI5580.and is referenced to NAD 83.
 AI5580
 AI5580.The geoid height was determined by GEOID03.
 AI5580
 AI5580;                    North         East     Units Scale Factor Converg.
 AI5580;SPC CT       -   252,527.085   312,499.797   MT  0.99998929   +0 03 40.9
 AI5580;SPC CT       -   828,499.28  1,025,259.75   sFT  0.99998929   +0 03 40.9
 AI5580;UTM  18      - 4,622,989.945   694,813.660   MT  1.00006705   +1 33 35.6
 AI5580
 AI5580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5580!SPC CT       -   1.00000405  x   0.99998929  =   0.99999334
 AI5580!UTM  18      -   1.00000405  x   1.00006705  =   1.00007110
 AI5580
 AI5580                          SUPERSEDED SURVEY CONTROL
 AI5580
 AI5580  ELLIP H (05/22/00)  -25.82   (m)                       GP(       ) 4 1
 AI5580
 AI5580.Superseded values are not recommended for survey control.
 AI5580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5580.See file dsdata.txt to determine how the superseded data were derived.
 AI5580
 AI5580_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9481422990(NAD 83)
 AI5580_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5580_STAMPING: HFD B 1999
 AI5580_MARK LOGO: NGS   
 AI5580_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5580+STABILITY: SURFACE MOTION
 AI5580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5580+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2003
 AI5580
 AI5580  HISTORY     - Date     Condition        Report By
 AI5580  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5580  HISTORY     - 20030830 GOOD             NGS
 AI5580
 AI5580                          STATION DESCRIPTION
 AI5580
 AI5580'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5580'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) NORTH OF
 AI5580'WETHERSFIELD, 4.1 KM (2.55 MI) SOUTHEAST OF HARTFORD, 4.8 KM (3.00 MI)
 AI5580'SOUTH OF EAST HARTFORD, AT THE HARTFORD-BRAINARD AIRPORT. OWNERSHIP--
 AI5580'HARTFORD-BRAINARD AIRPORT, C/O KENNY MILANO AIRPORT MANAGER,
 AI5580'HARTFORD-BRAINARD AIRPORT, HARTFORD CT 06114.  THIS STATION REQUIRES
 AI5580'24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS. PH(860)566-7037
 AI5580'TO REACH THE STATION FROM GATE 3 NEAR THE TERMINAL, PROCEED SOUTH 0.3
 AI5580'MI (0.5 KM) ALONG TWY ALPHA TO THE JUNCTION OF TWY B.  TURN LEFT AND
 AI5580'PROCEED WEST 0.2 MI (0.3 KM) ALONG TWY BRAVO TO THE APPROACH END OF
 AI5580'RWY 11 AND THE STATION ON THE RIGHT.  THE STATION IS ON LINE WITH THE
 AI5580'HOLD LINE OF TWY B AND THE EDGE OF PAVEMENT OF THE END OF RWY 11.
 AI5580'THE STATION IS BRONZE NGS HORIZONTAL CONTROL DISK STAMPED--HFD B
 AI5580'1999-- SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.3 M (1.0 FT) IN
 AI5580'DIAMETER AND 1.2 M (3.9 FT) IN DEPTH.  THE STATION IS LOCATED 74.37 M
 AI5580'(244.00 FT) FROM THE CENTERLINE OF RWY 11 ON A MAGNETIC COMPASS
 AI5580'AZIMUTH OF 25 DEGREES, 30.48 M (100.00 FT) FROM THE NORTH EDGE OF THE
 AI5580'TWY BRAVO HOLD LINE ON A MAGNETIC COMPASS AZIMUTH OF 357 DEGREES,
 AI5580'29.72 M (97.51 FT) FROM THE TWY LIGHT NORTHWEST OF HOLD LINE NO.  2 ON
 AI5580'A MAGNETIC COMPASS AZIMUTH OF 11 DEGREES, 27.71 M (90.91 FT) FROM THE
 AI5580'TWY LIGHT AT HOLD LINE NO.  1 ON A MAGNETIC COMPASS AZIMUTH OF 351
 AI5580'DEGREES, 16.61 M (54.49 FT) FROM THE CHAIN LINK FENCE ON A MAGNETIC
 AI5580'COMPASS AZIMUTH OF 207 DEGREES.  THIS STATION IS DESIGNATED AS A
 AI5580'SECONDARY AIRPORT CONTROL STATION.
 AI5580
 AI5580                          STATION RECOVERY (2003)
 AI5580
 AI5580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AI5580'RECOVERED AS DESCRIBED. THIS IS A SECONDARY AIRPORT CONTROL STATION
 AI5580'(SACS).
 AI5580' 
 AI5580'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5581 ***********************************************************************
 AI5581  SACS        -  This is a Secondary Airport Control Station.
 AI5581  DESIGNATION -  HFD C
 AI5581  PID         -  AI5581
 AI5581  STATE/COUNTY-  CT/HARTFORD
 AI5581  USGS QUAD   -  HARTFORD SOUTH (1992)
 AI5581
 AI5581                         *CURRENT SURVEY CONTROL
 AI5581  ___________________________________________________________________
 AI5581* NAD 83(1996)-  41 44 31.09429(N)    072 38 47.83836(W)     ADJUSTED  
 AI5581* NAVD 88     -         4.70   (meters)      15.4    (feet)  GPS OBS   
 AI5581  ___________________________________________________________________
 AI5581  X           -   1,421,559.958 (meters)                     COMP
 AI5581  Y           -  -4,549,172.138 (meters)                     COMP
 AI5581  Z           -   4,224,246.133 (meters)                     COMP
 AI5581  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AI5581  ELLIP HEIGHT-         -24.66  (meters)          (06/04/02) GPS OBS
 AI5581  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI5581
 AI5581  HORZ ORDER  -  FIRST
 AI5581  ELLP ORDER  -  FOURTH    CLASS I
 AI5581
 AI5581.This mark is at Hartford-Brainard Airport (HFD)
 AI5581
 AI5581.The horizontal coordinates were established by GPS observations
 AI5581.and adjusted by the National Geodetic Survey in May 2000..
 AI5581
 AI5581.The orthometric height was determined by GPS observations and a
 AI5581.high-resolution geoid model.
 AI5581
 AI5581.GPS derived orthometric heights for airport stations designated as
 AI5581.PACS or SACS are published to 2 decimal places.  This maintains
 AI5581.centimeter relative accuracy between the PACS and SACS.  It does
 AI5581.not indicate centimeter accuracy relative to other marks which are
 AI5581.part of the NAVD 88 network.
 AI5581
 AI5581.Photographs are available for this station.
 AI5581
 AI5581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5581
 AI5581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5581
 AI5581.The ellipsoidal height was determined by GPS observations
 AI5581.and is referenced to NAD 83.
 AI5581
 AI5581.The geoid height was determined by GEOID03.
 AI5581
 AI5581;                    North         East     Units Scale Factor Converg.
 AI5581;SPC CT       -   253,318.504   313,399.999   MT  0.99998973   +0 04 06.8
 AI5581;SPC CT       -   831,095.79  1,028,213.16   sFT  0.99998973   +0 04 06.8
 AI5581;UTM  18      - 4,623,804.702   695,692.925   MT  1.00007128   +1 34 02.4
 AI5581
 AI5581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5581!SPC CT       -   1.00000387  x   0.99998973  =   0.99999360
 AI5581!UTM  18      -   1.00000387  x   1.00007128  =   1.00007515
 AI5581
 AI5581                          SUPERSEDED SURVEY CONTROL
 AI5581
 AI5581  ELLIP H (05/22/00)  -24.65   (m)                       GP(       ) 4 1
 AI5581
 AI5581.Superseded values are not recommended for survey control.
 AI5581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5581.See file dsdata.txt to determine how the superseded data were derived.
 AI5581
 AI5581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9569323805(NAD 83)
 AI5581_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5581_STAMPING: HFD C 1999
 AI5581_MARK LOGO: NGS   
 AI5581_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5581+STABILITY: SURFACE MOTION
 AI5581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5581+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2003
 AI5581
 AI5581  HISTORY     - Date     Condition        Report By
 AI5581  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5581  HISTORY     - 20030830 GOOD             NGS
 AI5581
 AI5581                          STATION DESCRIPTION
 AI5581
 AI5581'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5581'THE STATION IS LOCATED APPROXIMATELY 3.0 KM (1.85 MI) NORTH OF
 AI5581'WETHERSFIELD, 4.1 KM (2.55 MI) SOUTHEAST OF HARTFORD, 4.8 KM (3.00 MI)
 AI5581'SOUTH OF EAST HARTFORD, AT THE HARTFORD-BRAINARD AIRPORT. OWNERSHIP--
 AI5581'HARTFORD-BRAINARD AIRPORT, C/O KENNY MILANO AIRPORT MANAGER,
 AI5581'HARTFORD-BRAINARD AIRPORT, HARTFORD CT 06114.  THIS STATION REQUIRES
 AI5581'24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS. PH(860)566-7037
 AI5581'TO REACH FROM GATE 3 NEAR THE TERMINAL PROCEED EAST 0.1 MI (0.2 KM)
 AI5581'ALONG THE GRASS NORTH OF THE APPROACH END OF RWY 20 TO THE STATION ON
 AI5581'THE RIGHT.  THE STATION IS 0.1 MI (0.2 KM) SOUTHEAST OF TWY HOTEL, AND
 AI5581'ON LINE WITH THE END OF RWY LIGHTS FOR RWY 20.
 AI5581'THE STATION IS BRONZE NGS HORIZONTAL CONTROL DISK STAMPED--HFD C
 AI5581'1999-- SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.3 M (1.0 FT) IN
 AI5581'DIAMETER AND 1.2 M (3.9 FT) IN DEPTH.  THE STATION IS LOCATED 83.82 M
 AI5581'(275.00 FT) FROM THE CENTERLINE OF RWY 20 ON A MAGNETIC COMPASS
 AI5581'AZIMUTH OF 115 DEGREES, 81.38 M (266.99 FT) FROM A RWY LIGHT (R-38) ON
 AI5581'A MAGNETIC COMPASS AZIMUTH OF 70 DEGREES, 48.71 M (159.81 FT) FROM
 AI5581'EASTERMOST REIL (R-37) ON A MAGNETIC COMPASS AZIMUTH OF 115 DEGREES,
 AI5581'38.71 M (127.00 FT) FROM THE STROBE LIGHT ON A MAGNETIC COMPASS
 AI5581'AZIMUTH OF 127 DEGREES.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5581'AIRPORT CONTROL STATION.
 AI5581
 AI5581                          STATION RECOVERY (2003)
 AI5581
 AI5581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 AI5581'RECOVERED AS DESCRIBED. THIS IS A SECONDARY AIRPORT CONTROL STATION.
 AI5581'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6151 ***********************************************************************
 LX6151  DESIGNATION -  HIDDEN
 LX6151  PID         -  LX6151
 LX6151  STATE/COUNTY-  CT/MIDDLESEX
 LX6151  USGS QUAD   -  HADDAM (1971)
 LX6151
 LX6151                         *CURRENT SURVEY CONTROL
 LX6151  ___________________________________________________________________
 LX6151* NAD 83(1996)-  41 25 19.83643(N)    072 33 46.26402(W)     ADJUSTED  
 LX6151* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 LX6151  ___________________________________________________________________
 LX6151  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LX6151  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6151
 LX6151  HORZ ORDER  -  FIRST
 LX6151
 LX6151.The horizontal coordinates were established by classical geodetic methods
 LX6151.and adjusted by the National Geodetic Survey in August 1998..
 LX6151
 LX6151.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6151
 LX6151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6151
 LX6151.The geoid height was determined by GEOID03.
 LX6151
 LX6151;                    North         East     Units Scale Factor Converg.
 LX6151;SPC CT       -   217,812.882   320,445.271   MT  0.99998502   +0 07 26.7
 LX6151;SPC CT       -   714,607.76  1,051,327.53   sFT  0.99998502   +0 07 26.7
 LX6151;UTM  18      - 4,588,491.079   703,662.292   MT  1.00011048   +1 36 46.7
 LX6151
 LX6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6151!SPC CT       -   0.99997659  x   0.99998502  =   0.99996161
 LX6151!UTM  18      -   0.99997659  x   1.00011048  =   1.00008707
 LX6151
 LX6151|---------------------------------------------------------------------|
 LX6151| PID    Reference Object                     Distance      Geod. Az  |
 LX6151|                                                           dddmmss.s |
 LX6151| CZ6599 HIDDEN RM 1                          50.056 METERS 04543     |
 LX6151| LX6192 TOWER HILL                          APPROX. 8.2 KM 1533718.5 |
 LX6151| LX6198 KILLINGWORTH CONG CH DOME           APPROX. 6.6 KM 1820439.8 |
 LX6151| LX6169 KILLINGWORTH ATT MICROWAVE          APPROX. 3.5 KM 2820641.1 |
 LX6151| CZ6600 HIDDEN RM 2                          29.556 METERS 28210     |
 LX6151| LX6174 HIDDEN AZ MK                        APPROX. 1.2 KM 3322606.7 |
 LX6151|---------------------------------------------------------------------|
 LX6151
 LX6151                          SUPERSEDED SURVEY CONTROL
 LX6151
 LX6151  NAD 83(1992)-  41 25 19.83561(N)    072 33 46.26384(W) AD(       ) 1
 LX6151  NAD 83(1986)-  41 25 19.83762(N)    072 33 46.26657(W) AD(       ) 1
 LX6151  NAD 27      -  41 25 19.48165(N)    072 33 47.93919(W) AD(       ) 1
 LX6151  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 LX6151
 LX6151.Superseded values are not recommended for survey control.
 LX6151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6151.See file dsdata.txt to determine how the superseded data were derived.
 LX6151
 LX6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0366288491(NAD 83)
 LX6151
 LX6151  HISTORY     - Date     Condition        Report By
 LX6151  HISTORY     - 1942     MONUMENTED       CGS
 LX6151  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6151  HISTORY     - 19970524 GOOD             USPSQD
 LX6151
 LX6151                          STATION DESCRIPTION
 LX6151
 LX6151'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6151'STATION IS LOCATED ABOUT 5 MILES S OF HIGGANUM, 56 FEET W OF THE
 LX6151'CENTERLINE OF HIGHWAY NO. 81, 81 FEET S OF CELLAR OF AN OLD
 LX6151'ABANDONED HOMESITE.  6 FEET ENE OF A BRONZE REFERENCE POST AND
 LX6151'3 FEET N OF AN E-W STONE FENCE LINE.  THE DISK IS STAMPED
 LX6151'HIDDEN 1942.
 LX6151'
 LX6151'REFERENCE MARK NO. 1 IS 164.3 FEET NE OF THE STATION, 30 FEET
 LX6151'E OF THE CENTERLINE OF HIGHWAY NO. 81 AND 69 FEET NE OF TELEPHONE
 LX6151'POLE NO. 1454.  THE DISK IS STAMPED HIDDEN NO. 1 1942.
 LX6151'
 LX6151'REFERENCE MARK NO. 2 IS 96.01 FEET W OF THE STATION AND 3 FEET
 LX6151'N OF AN E-W STONE FENCE LINE.  THE DISK IS STAMPED HIDDEN
 LX6151'NO. 2, 1942.
 LX6151'
 LX6151'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE NW OF THE STATION,
 LX6151'3.9 FEET E OF BRONZE REFERENCE POST, 17 FEET S OF CENTERLINE OF
 LX6151'ROAD, 33 FEET W OF FENCE CORNER, 46 FEET S OF CEMENT PORCH.  THE
 LX6151'DISK IS STAMPED HIDDEN 1942.
 LX6151'
 LX6151'REACHED FROM THE JUNCTION OF U.S. HIGHWAY NO. 9 AND STATE HIGHWAY
 LX6151'NO. 81 BY GOING S ON NO. 81 FOR 5.2 MILES TO STATION ON RIGHT.
 LX6151'
 LX6151'THE AZIMUTH MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 LX6151'NO. 9 AND STATE HIGHWAY NO. 81 BY GOING S ON NO. 81 FOR 4.6
 LX6151'MILES TO A T ROAD RIGHT, ABOUT 30 YARDS N OF TELEPHONE POLE NO.
 LX6151'1433 ON LEFT SIDE OF ROAD, TURN RIGHT ON T ROAD AND GO 0.4 MILE TO
 LX6151'MARK ON LEFT.
 LX6151'
 LX6151'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX6151
 LX6151                          STATION RECOVERY (1976)
 LX6151
 LX6151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6151'THE STATION MARK, REFERENECE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LX6151'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO
 LX6151'THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED WITH THE
 LX6151'1942 OBSERVATIONS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 LX6151'SHORTER BY 0.023 OF A METER AND THE DISTANCE TO REFERENCE
 LX6151'MARK 2 WAS FOUND LONGER BY 0.292 OF A METER.  NO MEASUREMENT
 LX6151'WAS MADE BETWEEN THE REFERENCE MARKS, DUE TO HEAVY BRUSH ON
 LX6151'LINE.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX6151'
 LX6151'THE STATION IS ABOUT 5 MILES SOUTH OF HIGGANUM, 4-1/2 MILES
 LX6151'NORTH OF KILLINGWORTH, 4-1/2 MILES EAST OF ROCKLAND, 1/4
 LX6151'MILE EAST OF HIDDEN LAKE AND ON PROPERTY OWNED BY MR. ERWIN
 LX6151'BURR, BRAINARD HILL ROAD, HIGGANUM, CONNECTICUT 06441.  THE
 LX6151'AZIMUTH MARK IS ON PROPERTY OWNED BY MR. AMEDEO NEGRELLI, WHO
 LX6151'LIVES ACROSS THE ROAD FROM THE MARK.
 LX6151'
 LX6151'TO REACH THE STATION FROM THE POST OFFICE IN HIGGANUM, GO SOUTH
 LX6151'ON STATE HIGHWAY 81 FOR 1.6 MILES TO THE JUNCTION OF STATE
 LX6151'HIGHWAY 9.  CONTINUE SOUTH ON STATE HIGHWAY 81 FOR 2.75 MILES
 LX6151'TO A CROSSROAD, BURR ROAD ON THE RIGHT AND BEAVER MEADOW ROAD
 LX6151'ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 81 FOR 0.15 MILE
 LX6151'TO BRAULT ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM
 LX6151'THIS POINT, TURN RIGHT AND GO WEST ON BRAULT ROAD FOR 0.4 MILE
 LX6151'TO THE AZIMUTH MARK ON THE LEFT AND MR. AMEDEO NEGRELLIS
 LX6151'HOME ON THE RIGHT.) CONTINUE SOUTH ON STATE HIGHWAY 81 FOR
 LX6151'0.55 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX6151'
 LX6151'STATION MARK, STAMPED ---HIDDEN 1942---, IS A STANDARD DISK
 LX6151'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 LX6151'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  THE 1942
 LX6151'DESCRIPTION DOES NOT MENTION AN UNDERGROUND MARK.  IT IS
 LX6151'57.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 81, 26.5 FEET
 LX6151'NORTHWEST OF A ROCK FENCE CORNER AND 3 FEET NORTH OF A ROCK
 LX6151'FENCE.
 LX6151'
 LX6151'REFERENCE MARK 1, STAMPED ---HIDDEN NO 1 1942---, IS A
 LX6151'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX6151'POST THAT
 LX6151'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 LX6151'SOUTHWEST OF POWER LINE POLE NUMBER 1453, 66.5 FEET NORTHEAST
 LX6151'OF POWER LINE POLE NUMBER 1454 AND 29 FEET EAST OF THE CENTER
 LX6151'OF HIGHWAY 81.
 LX6151'
 LX6151'REFERENCE MARK 2, STAMPED ---HIDDEN NO 2 1942---, IS A STANDARD
 LX6151'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 LX6151'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 154.5 FEET
 LX6151'WEST OF THE CENTER OF HIGHWAY 81, 11.5 FEET NORTHWEST OF A
 LX6151'TRIPLE TRUNK TREE AND 2.5 FEET NORTH OF A ROCK FENCE.
 LX6151'
 LX6151'AZIMUTH MARK, STAMPED---HIDDEN 1942---, IS A STANDARD DISK SET
 LX6151'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 LX6151'INCHES ABOVE THE GROUND SURFACE.  IT IS 54.2 FEET SOUTH OF THE
 LX6151'SOUTHWEST CORNER OF MR. AMEDEO NEGRILLIS HOUSE, 18 FEET
 LX6151'SOUTH-SOUTHWEST OF THE CENTER OF BRAULT ROAD AND 9 FEET
 LX6151'SOUTHEAST OF A 30-INCH MAPLE TREE.
 LX6151'
 LX6151'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 LX6151'
 LX6151'DESCRIBED BY A. G. THACKER.
 LX6151
 LX6151                          STATION RECOVERY (1997)
 LX6151
 LX6151'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6174 ***********************************************************************
 LX6174  DESIGNATION -  HIDDEN AZ MK
 LX6174  PID         -  LX6174
 LX6174  STATE/COUNTY-  CT/MIDDLESEX
 LX6174  USGS QUAD   -  HADDAM (1971)
 LX6174
 LX6174                         *CURRENT SURVEY CONTROL
 LX6174  ___________________________________________________________________
 LX6174* NAD 83(1996)-  41 25 53.34897(N)    072 34 09.50921(W)     ADJUSTED  
 LX6174* NAVD 88     -       197.2    (meters)     647.     (feet)  VERTCON   
 LX6174  ___________________________________________________________________
 LX6174  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LX6174  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX6174
 LX6174  HORZ ORDER  -  SECOND
 LX6174
 LX6174.The horizontal coordinates were established by classical geodetic methods
 LX6174.and adjusted by the National Geodetic Survey in August 1998..
 LX6174
 LX6174.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6174
 LX6174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6174
 LX6174.The geoid height was determined by GEOID03.
 LX6174
 LX6174;                    North         East     Units Scale Factor Converg.
 LX6174;SPC CT       -   218,845.597   319,903.339   MT  0.99998472   +0 07 11.3
 LX6174;SPC CT       -   717,995.93  1,049,549.54   sFT  0.99998472   +0 07 11.3
 LX6174;UTM  18      - 4,589,509.490   703,093.637   MT  1.00010763   +1 36 32.4
 LX6174
 LX6174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6174!SPC CT       -   0.99997375  x   0.99998472  =   0.99995847
 LX6174!UTM  18      -   0.99997375  x   1.00010763  =   1.00008138
 LX6174
 LX6174:                Primary Azimuth Mark                     Grid Az
 LX6174:SPC CT       -  HIDDEN                                   152 18 40.0
 LX6174:UTM  18      -  HIDDEN                                   150 49 18.9
 LX6174
 LX6174|---------------------------------------------------------------------|
 LX6174| PID    Reference Object                     Distance      Geod. Az  |
 LX6174|                                                           dddmmss.s |
 LX6174| LX6151 HIDDEN                              APPROX. 1.2 KM 1522551.3 |
 LX6174| LX6175 HIDDEN AZ MK A PT                     6.866 METERS 20939     |
 LX6174|---------------------------------------------------------------------|
 LX6174
 LX6174                          SUPERSEDED SURVEY CONTROL
 LX6174
 LX6174  NAD 83(1992)-  41 25 53.34816(N)    072 34 09.50904(W) AD(       ) 2
 LX6174  NAD 83(1986)-  41 25 53.35019(N)    072 34 09.51172(W) AD(       ) 2
 LX6174  NAD 27      -  41 25 52.99011(N)    072 34 11.17971(W) AD(       ) 2
 LX6174  NGVD 29 (07/19/86)  197.5    (m)          648.     (f) VERT ANG       
 LX6174
 LX6174.Superseded values are not recommended for survey control.
 LX6174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6174.See file dsdata.txt to determine how the superseded data were derived.
 LX6174
 LX6174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0309489509(NAD 83)
 LX6174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6174+STABILITY: SURFACE MOTION
 LX6174
 LX6174  HISTORY     - Date     Condition        Report By
 LX6174  HISTORY     - 1976     MONUMENTED       NGS
 LX6174  HISTORY     - 19970524 GOOD             USPSQD
 LX6174
 LX6174                          STATION DESCRIPTION
 LX6174
 LX6174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6174'STATION IS ABOUT 5 MILES NORTH OF KILLINGWORTH, 4-1/2 MILES
 LX6174'SOUTH OF HIGGANUM, 4-1/2 MILES EAST OF ROCKLAND, 1/4 MILE
 LX6174'EAST OF HIDDEN LAKE AND ON THE SOUTH RIGHT-OF-WAY OF BRAULT
 LX6174'ROAD.
 LX6174'
 LX6174'TO REACH THE STATION FROM THE POST OFFICE IN HIGGANUM, GO SOUTH
 LX6174'ON STATE HIGHWAY 81 FOR 1.6 MILES TO THE JUNCTION OF STATE
 LX6174'HIGHWAY 9.  CONTINUE SOUTH ON HIGHWAY 81 FOR 2.75 MILES TO A
 LX6174'CROSS ROAD, BURR ROAD ON THE RIGHT AND BEAVER MEADOW ROAD ON
 LX6174'THE LEFT.  CONTINUE SOUTH ON HIGHWAY 81 FOR 0.15 MILE TO
 LX6174'BRAULT ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON BRAULT
 LX6174'ROAD FOR 0.4 MILE TO THE MARK ON THE LEFT AND MR. AMEDEO
 LX6174'NEGRELLIS HOME ON THE RIGHT.
 LX6174'
 LX6174'STATION MARK, STAMPED---HIDDEN 1942---, IS A STANDARD DISK
 LX6174'SET IN THE TOP OF A 12-INCH CONCRETE POST THAT PROJECTS ABOUT
 LX6174'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 54.2 FEET SOUTH OF
 LX6174'THE SOUTHWEST CORNER OF MR. AMEDEO NEGRILLIS HOUSE, 18 FEET
 LX6174'SOUTH-SOUTHWEST OF THE CENTER OF BRAULT ROAD AND 9 FEET
 LX6174'SOUTHEAST OF A 30-INCH MAPLE TREE.
 LX6174'
 LX6174'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.5 METERS.
 LX6174'
 LX6174'DESCRIBED BY A.G. THACKER.
 LX6174
 LX6174                          STATION RECOVERY (1997)
 LX6174
 LX6174'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6956 ***********************************************************************
 LX6956  DESIGNATION -  HIGBY
 LX6956  PID         -  LX6956
 LX6956  STATE/COUNTY-  CT/MIDDLESEX
 LX6956  USGS QUAD   -  MIDDLETOWN (1992)
 LX6956
 LX6956                         *CURRENT SURVEY CONTROL
 LX6956  ___________________________________________________________________
 LX6956* NAD 83(1996)-  41 32 07.57268(N)    072 44 39.68648(W)     ADJUSTED  
 LX6956* NAVD 88     -       253.0    (meters)     830.     (feet)  VERTCON   
 LX6956  ___________________________________________________________________
 LX6956  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX6956  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX6956
 LX6956  HORZ ORDER  -  FIRST
 LX6956
 LX6956.The horizontal coordinates were established by classical geodetic methods
 LX6956.and adjusted by the National Geodetic Survey in August 1998..
 LX6956
 LX6956.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6956
 LX6956.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6956
 LX6956.The geoid height was determined by GEOID03.
 LX6956
 LX6956;                    North         East     Units Scale Factor Converg.
 LX6956;SPC CT       -   230,374.774   305,271.484   MT  0.99998314   +0 00 13.5
 LX6956;SPC CT       -   755,821.24  1,001,544.86   sFT  0.99998314   +0 00 13.5
 LX6956;UTM  18      - 4,600,655.066   688,165.476   MT  1.00003574   +1 29 46.0
 LX6956
 LX6956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6956!SPC CT       -   0.99996494  x   0.99998314  =   0.99994808
 LX6956!UTM  18      -   0.99996494  x   1.00003574  =   1.00000068
 LX6956
 LX6956|---------------------------------------------------------------------|
 LX6956| PID    Reference Object                     Distance      Geod. Az  |
 LX6956|                                                           dddmmss.s |
 LX6956| CZ6601 HIGBY RM 1                            6.290 METERS 00329     |
 LX6956| LX6327 SCARPA                              APPROX. 7.8 KM 1744909.9 |
 LX6956| CZ6602 HIGBY RM 2                            4.831 METERS 22252     |
 LX6956| LX7170 MERIDEN MICROWAVE TOWER             APPROX. 8.8 KM 2885755.4 |
 LX6956|---------------------------------------------------------------------|
 LX6956
 LX6956                          SUPERSEDED SURVEY CONTROL
 LX6956
 LX6956  NAD 83(1992)-  41 32 07.57192(N)    072 44 39.68653(W) AD(       ) 1
 LX6956  NAD 83(1986)-  41 32 07.57404(N)    072 44 39.68862(W) AD(       ) 1
 LX6956  NAD 27      -  41 32 07.21600(N)    072 44 41.34200(W) AD(       ) 1
 LX6956  NGVD 29 (07/19/86)  253.3    (m)          831.     (f) VERT ANG       
 LX6956
 LX6956.Superseded values are not recommended for survey control.
 LX6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6956.See file dsdata.txt to determine how the superseded data were derived.
 LX6956
 LX6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8816500655(NAD 83)
 LX6956_MARKER: Z = SEE DESCRIPTION
 LX6956_SETTING: 0 = UNSPECIFIED SETTING
 LX6956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6956
 LX6956  HISTORY     - Date     Condition        Report By
 LX6956  HISTORY     - 1941     MONUMENTED       CTGS
 LX6956  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LX6956  HISTORY     - 1972     SEE DESCRIPTION  CTDT
 LX6956  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6956  HISTORY     - 1981     SEE DESCRIPTION  NGS
 LX6956
 LX6956                          STATION DESCRIPTION
 LX6956
 LX6956'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LX6956'STATION IS A BRONZE U.S.C. AND G.S. TRIANGULATION DISK, STAMPED
 LX6956'HIGBY 1941, CEMENTED IN A DEPRESSION IN ROCK LEDGE ON WEDGE OF
 LX6956'HIGHBY MT.
 LX6956'
 LX6956'REFERENCE MARK NO. 1 IS A C.G.S. TRAVERSE DISK CEMENTED IN A
 LX6956'DEPRESSION IN ROCK ON BLUE TRAIL 20.65 FEET NE OF STATION AND
 LX6956'STAMPED HIGHBY R.M. NO. 1.
 LX6956'
 LX6956'REFERENCE MARK NO. 2 IS A C.G.S. TRAVERSE DISK CEMENTED IN A
 LX6956'DEPRESSION IN ROCK LEDGE 5 FEET W OF BLUE TRAIL APPROXIMATELY
 LX6956'6 FEET FROM FACE OF CLIFF, 15.89 FEET SW OF STATION, STAMPED
 LX6956'HIGHBY R.M. NO. 2.
 LX6956'
 LX6956'AZIMUTH MARK IS WEST PEAK TRIANGULATION STATION.  BEARING N
 LX6956'48 DEG W.
 LX6956'
 LX6956'TO REACH FROM INTERSECTION OF U.S. HIGHWAYS 5 AND 6A IN MERIDEN,
 LX6956'GO E ON U.S. HIGHWAY 6A, 3.05 MILES TO POINT WHERE THE BLUE TRAIL
 LX6956'CROSSES U.S. HIGHWAY 6A.  THIS POINT IS ALSO 0.5 MILE E OF THE
 LX6956'MIDDLEFIELD-MERIDEN TOWN LINE.  FOLLOW THE BLUE TRAIL N FROM THIS
 LX6956'POINT TO FACE OF CLIFF.  TURN RIGHT AND FOLLOW THE BLUE TRAIL
 LX6956'ALONG THE EDGE OF CLIFF FOR APPROXIMATELY 450 FEET TO A BALD
 LX6956'KNOB APPROXIMATELY 10 FEET BY 10 FEET.  AT THIS POINT THE
 LX6956'BLUE TRAIL LEVELS OFF TO THE N.
 LX6956
 LX6956                          STATION RECOVERY (1943)
 LX6956
 LX6956'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 LX6956'STATION IS LOCATED ON A PROJECTING ROCK LEDGE ON HIGBY MOUNTAIN,
 LX6956'ABOUT 3 MILES E OF MERIDEN.  IT IS ON THE BLUE TRAIL AT HIGHEST
 LX6956'POINT AND 10 FEET SE OF THE NW EDGE OF THE ROCK LEDGE.  IT IS
 LX6956'STAMPED HIGBY 1941 AND IS A BRONZE STATION DISK CEMENTED IN A
 LX6956'DEPRESSION IN THE LEDGE.
 LX6956'
 LX6956'REFERENCE MARK 1 IS NNE OF THE STATION ON THE BLUE TRAIL.  IT
 LX6956'IS A CONNECTICUT GEODETIC SURVEY TRAVERSE DISK CEMENTED IN A
 LX6956'DEPRESSION IN ROCK AND IS STAMPED HIGBY NO 1.
 LX6956'
 LX6956'REFERENCE MARK 2 IS SW OF THE STATION, 5 FEET W OF THE BLUE
 LX6956'TRAIL, AND ABOUT 6 FEET E OF THE CLIFF WALL.  IT IS A CONNECTICUT
 LX6956'GEODETIC SURVEY TRAVERSE DISK CEMENTED IN A DEPRESSION IN ROCK
 LX6956'LEDGE AND IS STAMPED HIGBY NO 2.
 LX6956'
 LX6956'TRIANGULATION STATION WEST PEAK (CONN. GEOD. S.) WILL SERVE AS
 LX6956'AZIMUTH MARK.
 LX6956'
 LX6956'TO REACH THE STATION FROM INTERSECTION OF U.S. HIGHWAYS 5 AND
 LX6956'6A IN MERIDEN, GO E ON U.S. HIGHWAY 6A FOR 3.0 MILES TO A POINT
 LX6956'WHERE THE BLUE TRAIL CROSSES THE HIGHWAY.  THIS POINT IS ALSO 0.5
 LX6956'MILE E OF THE MIDDLEFIELD-MERIDEN TOWN LINE.  FROM HERE PROCEED
 LX6956'ON FOOT UPHILL, FOLLOWING THE BLUE TRAIL N, TO THE HIGHEST POINT
 LX6956'OF THE RIDGE, THE PROJECTING ROCK LEDGE AND THE STATION.
 LX6956'
 LX6956'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT 15 XL (CONN. GEOD. S.).
 LX6956'
 LX6956'A 4-FOOT STAND WILL SEE A 4-FOOT LIGHT AT HOFMAN 1935.
 LX6956'
 LX6956'A 4-FOOT STAND WILL SEE A 47-FOOT LIGHT AT WEST PEAK
 LX6956'(CONN. GEOD. S.).
 LX6956'
 LX6956'A 4-FOOT STAND WILL SEE A 50-FOOT LIGHT AT MC AULIFFE 1934.
 LX6956'
 LX6956'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6956
 LX6956                          STATION RECOVERY (1972)
 LX6956
 LX6956'RECOVERY NOTE BY CT DEPT OF TRANSP 1972
 LX6956'STATION HIGBY 1941, AND THE TWO RMS WERE RECOVERED IN POOR
 LX6956'CONDITION.  ONLY THE THREE STEM REMAINS WERE FOUND.  THE STATION
 LX6956'HAS AN X STAMPED ON THE STEM REMAINS.
 LX6956'
 LX6956'TO REACH FROM THE INTERSECTION OF RT 6-A (MERIDAN RD) AND RT. 147
 LX6956'(BAILEYVILLE RD), WHICH IS IN THE TOWN OF MIDDLEFIELD AND IS
 LX6956'1.0 MILE NORTHEASTERLY ON RT. 6-A FOR 0.97 MILE TO THE
 LX6956'MIDDLETOWN WATER SUPPLY COMPANY GATE ON THE LEFT.  GO NORTHERLY
 LX6956'ON WATER COMPANY ROAD (BITUMINOUS CONCRETE) FOR 2.71 MILES TO
 LX6956'GATE AT CONCRETE AT OUTLET OF MOUNT HIGBY RESERVOIR.  CONTACT
 LX6956'ATTENDANT AT ONE OF NEARBY BUILDINGS FOR KEY TO GATE.  TAKE
 LX6956'LEFT AFTER CROSSING BRIDGE AND GO SOUTHERLY ON CINDER ROAD
 LX6956'ALONG WEST SIDE OF RESERVOIR FOR 0.32 MILE TO Y IN ROAD,
 LX6956'BEAR RIGHT, GO WESTERLY UPHILL FOR 0.48 MILE, BEAR LEFT AT Y
 LX6956'IN ROAD ON EAST SIDE OF POND, CONTINUE SOUTHWESTERLY FOR 0.32
 LX6956'MILE TO Y IN ROAD AT SOUTH SIDE OF POND, CONTINUE
 LX6956'SOUTHWESTERLY UPHILL FOR 0.95 MILE TO WHERE ROAD ENDS AT A SMALL
 LX6956'TURN AROUND.  PARK TRUCK HERE.  WALK NORTHWESTERLY ALONG PATH
 LX6956'(METTABESSET TRAIL) FOR THREE MINUTES (A MANS WALK) TO THE
 LX6956'TOP OF RIDGE, TAKE RIGHT AND HEAD NORTHERLY ALONG RIDGE FOR
 LX6956'THREE MINUTES TO STATION.
 LX6956
 LX6956                          STATION RECOVERY (1976)
 LX6956
 LX6956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6956'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 LX6956'ONLY THE SHANK OF THE STATION MARK AND REFERENCE MARK 1
 LX6956'REMAINS AND ONLY ABOUT 1/4 OF THE DISK OF REFERENCE MARK 2
 LX6956'REMAINS.  THE DISTANCE TO BOTH REFERENCE MARKS CHECKED THE 1943
 LX6956'DISTANCE.  THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO
 LX6956'BE SMALLER BY 04 MINUTES AND 18 SECONDS.  A COMPLETE NEW
 LX6956'DESCRIPTION FOLLOWS.
 LX6956'
 LX6956'THE STATION IS ABOUT 4-3/4 MILES WEST OF THE JUNCTION OF
 LX6956'STATE HIGHWAYS 9 AND 66 IN MIDDLETOWN, 2 MILES NORTHEAST OF
 LX6956'MERIDEN, 1/2 MILE EAST OF INTERSTATE HIGHWAY 91, ON HIGBY
 LX6956'MOUNTIAN, ALONG THE MATTABESETT (PACK) TRAIL AND ON THE
 LX6956'PROPERTY OWNED BY THE CITY OF MIDDLETOWN.
 LX6956'
 LX6956'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9
 LX6956'AND 66 (WEST) IN MIDDLETOWN, GO WEST ON HIGHWAY 66 FOR 3.1
 LX6956'MILES TO THE JUNCTION OF STATE HIGHWAY 217.  CONTINUE WEST ON
 LX6956'HIGHWAY 66 FOR 1.05 MILES TO THE ENTRANCE TO MT. HIGBY AND
 LX6956'ROARING BROOK RESERVOIR.  TURN RIGHT AND GO NORTH AND WEST ON
 LX6956'A PAVED ROAD FOR 0.6 MILE TO A HOUSE ON THE RIGHT AND A GATE
 LX6956'ACROSS THE ROAD.  PASS THROUGH THE GATE AND GO NORTH AND WEST
 LX6956'ON A PAVED ROAD FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK
 LX6956'AND GO SOUTHWEST ON A GRAVELED ROAD FOR 0.95 MILE TO A FORK.
 LX6956'TAKE THE LEFT FORK AND CONTINUE SOUTHWEST ON A GRAVELED ROAD
 LX6956'FOR 0.9 MILE TO THE END OF THE ROAD.  FROM HERE PACK
 LX6956'NORTHWEST FOLLOWING A TRAIL UPHILL TO THE TOP OF A RIDGE
 LX6956'AND A TRAIL THAT RUNS NORTH AND SOUTH ALONG THE TOP OF
 LX6956'THE RIDGE.  TURN RIGHT AND GO NORTH ALONG THE TRAIL TO THE
 LX6956'FIRST LARGE ROCK OUTCROP, A VERTICAL CLIFF ON THE LEFT
 LX6956'AND THE STATION AS DESCRIBED.
 LX6956'
 LX6956'THE STATION MARK IS THE SHANK OF A DISK CEMENTED IN A
 LX6956'DRILL HOLE IN
 LX6956'A LARGE ROCK OUTCROP.  IT IS 12 FEET SOUTHEAST OF THE EDGE OF
 LX6956'A CLIFF THAT FACES NORTHWEST.
 LX6956'
 LX6956'REFERENCE MARK 1 IS THE SHANK OF A DISK CEMENTED IN A DRILL
 LX6956'HOLE IN A LARGE ROCK OUTCROP.  IT IS 3 FEET EAST OF THE EDGE
 LX6956'OF A CLIFF THAT FACES WEST AND ABOUT 4 FEET LOWER IN
 LX6956'ELEVATION THAN THE STATION.
 LX6956'
 LX6956'REFERENCE MARK 2 IS THE SHANK OF A DISK CEMENTED IN A DRILL
 LX6956'HOLE IN A ROCK OUTCROP, WITH ONLY ABOUT 1/4 OF THE DISK
 LX6956'REMAINING (NO STAMPING COULD
 LX6956'BE READ).  IT IS 5.5 FEET SOUTHEAST OF THE EDGE OF THE CLIFF
 LX6956'THAT FACES NORTHWEST AND ABOUT 4 FEET LOWER IN ELEVATION
 LX6956'THAN THE STATION.
 LX6956'
 LX6956'NO AZIMUTH MARK WAS SET AT THIS TIME.
 LX6956'
 LX6956'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 LX6956'
 LX6956'DESCRIBED BY N.B. JOHNSON.
 LX6956
 LX6956                          STATION RECOVERY (1981)
 LX6956
 LX6956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6956'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 LX6956'ONLY THE STEM OF THE STATION AND REFERENCE MARK 1 REMAIN,
 LX6956'APPROXIMATELY 1/5 OF THE DISK AT REFERENCE MARK 2 IS THERE.
 LX6956'THE STEMS ARE VERY SECURE, SO DUE TO VANDALISM OF THIS AREA
 LX6956'NO NEW DISK WERE SET.  THE DIRECTION AND MEASUREMENT TO BOTH
 LX6956'REFERENCE MARKS COMPARED FAVORIBLY WITH THE 1976 DATA.
 LX6956'A NEW DESCRIPTION FOLLOWS.
 LX6956'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTH-SOUTHWEST OF
 LX6956'EAST BERLIN, 6.4 KM (4 MI) WEST OF MIDDLETOWN, 4.8 KM (3 MI)
 LX6956'EAST-NORTHEAST OF MERIDEN, 1.6 KM (1 MI) NORTH-NORTHWEST OF
 LX6956'THE JUNCTION OF STATE HIGHWAYS 66 AND 147 AND ON HIGBY
 LX6956'MOUNTAIN, ALONG A PACK TRAIL THAT RUNS ABOUT NORTH BY SOUTH.
 LX6956'OWNERSHIP--MIDDLETOWN CT, MR FRAN PATNAUDE, SUPERINTENDENT
 LX6956'OF WATER RESOURCES, MIDDLETOWN CT 06457.
 LX6956'
 LX6956'TO REACH THE STATION FROM STATE HIGHWAY 66 AT THE INTERSTATE
 LX6956'HIGHWAY 91 OVERPASS.  ABOUT 6.4 KM (4 MI) WEST OF MIDDLETOWN,
 LX6956'GO EASTERLY ON STATE HIGHWAY 66 FOR 3.2 KM (2 MI) TO THE
 LX6956'JUNCTION OF STATE HIGHWAY 147.  CONTINUE EASTERLY ON HIGHWAY 66
 LX6956'FOR 1.7 KM (1.05 MI) TO A SIDE ROAD LEFT AND THE ENTRANCE TO
 LX6956'MT HIGBY AND ROARING BROOK RESERVOIR.  PASS THROUGH THE GATE
 LX6956'GOING NORTH, THEN WEST FOR 1 KM (0.6 MI) TO A HOUSE ON RIGHT
 LX6956'AND A LOCKED GATE JUST AHEAD.  PASS THROUGH GATE AND TURN RIGHT
 LX6956'GOING NORTHERLY ON THE PAVED ROAD FOR 0.8 KM (0.5 MI) TO A
 LX6956'FORK AT A BRIDGE.  KEEP LEFT AND GO SOUTHWEST ON THE GRAVEL
 LX6956'ROAD FOR 0.7 KM (0.45 MI) TO A FORK.  KEEP RIGHT GOING SOUTHWESTERLY
 LX6956'FOR 0.9 KM (0.55 MI) TO A FORK.  KEEP THE LEFT FORK
 LX6956'AND GO SOUTHWEST FOR 1.4 KM (0.9 MI) TO THE END OF TRUCK TRAVEL
 LX6956'AT A CIRCLE.
 LX6956'FROM HERE PACK NORTHWEST ALONG A TRAIL UPHILL TO THE TOP OF A
 LX6956'RIDGE AND A TRAIL THAT RUNS NORTH BY SOUTH.  TURN RIGHT AND
 LX6956'GO NORTH ALONG THE TRAIL TO A LARGE ROCK OUTCROP AND THE
 LX6956'STATION ABOUT 3.5 METERS (12 FT) EAST FROM THE VERTICAL CLIFF.
 LX6956'
 LX6956'THE STATION IS THE STEM OF A DISK CEMENTED IN A DRILL HOLE
 LX6956'IN A LARGE ROCK OUTCROP WITH AN X CHISELED ON THE END OF THE STEM.
 LX6956'IT IS LOCATED
 LX6956'3.8 METERS (12.47 FT) EAST-SOUTHEAST FROM A CLIFF THAT FACES
 LX6956'NORTHWEST AND
 LX6956'4.4 METERS (14.43 FT) NORTHWEST FROM THE FACE OF A ROCK LEDGE
 LX6956'FACEING SOUTHWEST.
 LX6956'
 LX6956'REFERENCE MARK NO 1 IS THE STEM OF A DISK, CEMENTED IN A DRILL
 LX6956'HOLE IN A LARGE ROCK OUTCROP, WITH A PUNCHMARK IN THE CENTER.
 LX6956'IT IS LOCATED
 LX6956'8.45 METERS (27.7 FT) NORTHWEST FROM THE FACE OF A ROCK LEDGE
 LX6956'FACING SOUTHWEST AND
 LX6956'0.9 METER (2.95 FT) EAST FROM THE FACE OF A CLIFF THAT FACES
 LX6956'WEST.
 LX6956'MARK IS BELOW STATION 1.0 METER.
 LX6956'
 LX6956'REFERENCE MARK NUMBER 2 IS THE STEM OF A DISK WITH
 LX6956'APPROXIMATELY 1/5 OF THE DISK REMAINING (STAMPING IS NOT
 LX6956'READABLE), CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP,
 LX6956'WITH A PUNCHMARK IN THE CENTER.
 LX6956'IT IS LOCATED
 LX6956'7.0 METERS (22.95 FT) NORTH-NORTHWEST FROM THE FACE OF A ROCK
 LX6956'LEDGE FACING SOUTHWEST AND
 LX6956'1.57 METERS (5.15 FT) SOUTHEAST FROM THE FACE OF A CLIFF THAT
 LX6956'FACES NORTHWEST.
 LX6956'MARK IS BELOW STATION 1.2 METERS.
 LX6956'
 LX6956'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6956'NO AZIMUTH MARK ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6143 ***********************************************************************
 LX6143  DESIGNATION -  HIGGANUM CONG CHURCH BELFRY
 LX6143  PID         -  LX6143
 LX6143  STATE/COUNTY-  CT/MIDDLESEX
 LX6143  USGS QUAD   -  HADDAM (1971)
 LX6143
 LX6143                         *CURRENT SURVEY CONTROL
 LX6143  ___________________________________________________________________
 LX6143* NAD 83(1996)-  41 29 51.01072(N)    072 33 18.71904(W)     ADJUSTED  
 LX6143* NAVD 88     -                                                        
 LX6143  ___________________________________________________________________
 LX6143  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 LX6143  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6143
 LX6143  HORZ ORDER  -  THIRD
 LX6143
 LX6143.The horizontal coordinates were established by classical geodetic methods
 LX6143.and adjusted by the National Geodetic Survey in August 1998..
 LX6143
 LX6143
 LX6143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6143
 LX6143.The geoid height was determined by GEOID03.
 LX6143
 LX6143;                    North         East     Units Scale Factor Converg.
 LX6143;SPC CT       -   226,180.079   321,066.025   MT  0.99998334   +0 07 45.0
 LX6143;SPC CT       -   742,059.14  1,053,364.12   sFT  0.99998334   +0 07 45.0
 LX6143;UTM  18      - 4,596,872.657   704,065.308   MT  1.00011250   +1 37 13.6
 LX6143
 LX6143                          SUPERSEDED SURVEY CONTROL
 LX6143
 LX6143  NAD 83(1992)-  41 29 51.00998(N)    072 33 18.71893(W) AD(       ) 4
 LX6143  NAD 83(1986)-  41 29 51.01191(N)    072 33 18.72135(W) AD(       ) 4
 LX6143  NAD 27      -  41 29 50.64800(N)    072 33 20.40400(W) AD(       ) 3
 LX6143
 LX6143.Superseded values are not recommended for survey control.
 LX6143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6143.See file dsdata.txt to determine how the superseded data were derived.
 LX6143
 LX6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0406596873(NAD 83)
 LX6143
 LX6143  HISTORY     - Date     Condition        Report By
 LX6143  HISTORY     - 1934     MONUMENTED       CGS
 LX6143  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6143  HISTORY     - 19970220 GOOD             USPSQD
 LX6143  HISTORY     - 19980309 GOOD             USPSQD
 LX6143
 LX6143                          STATION DESCRIPTION
 LX6143
 LX6143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6143'THE CONGREGATIONAL CHURCH IS ON THE N SIDE OF THE HIGGANUM-SAYBROOK
 LX6143'HIGHWAY ABOUT 0.2 MILE EASTERLY OF THE VILLAGE SQUARE.  THE ROAD
 LX6143'PASSES THROUGH A DEEP WALLED CUT AT THIS POINT.  THE S LAWN OF THE
 LX6143'CHURCH PROPERTY IS TERRACED DOWN TO THE TOP OF THE RETAINING WALL.
 LX6143'
 LX6143'THE MAIN AUDITORIUM OF THE CHURCH LIES N AND S WITH AN E AND W
 LX6143'WING ATTACHED TO THE NW CORNER.
 LX6143'
 LX6143'THE BELFRY IS OVER THE ENTRANCE AT THE S END OF THE BUILDING.  IT
 LX6143'EXTENDS ONLY ABOUT 20 FEET ABOVE THE CHURCH ROOF.  THE LOWER
 LX6143'SECTION IS PLAIN AND SQUARE WITHOUT OPENINGS.  ABOVE IS THE SQUARE
 LX6143'BELFRY WITH GREEN LOUVRES CLOSING THE RECTANGULAR OPENING IN EACH
 LX6143'SIDE.  THE BELFRY AND CHURCH ARE PAINTED WHITE.
 LX6143'
 LX6143'CENTER IS THE APEX OF THE PYRAMIDAL GREEN ROOF OF THE BELFRY.
 LX6143
 LX6143                          STATION RECOVERY (1948)
 LX6143
 LX6143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6143'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6143
 LX6143                          STATION RECOVERY (1997)
 LX6143
 LX6143'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6143'RECOVERED IN GOOD CONDITION.
 LX6143
 LX6143                          STATION RECOVERY (1998)
 LX6143
 LX6143'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX6143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6141 ***********************************************************************
 LX6141  DESIGNATION -  HIGGANUM ICE CO STACK
 LX6141  PID         -  LX6141
 LX6141  STATE/COUNTY-  CT/MIDDLESEX
 LX6141  USGS QUAD   -  HADDAM (1971)
 LX6141
 LX6141                         *CURRENT SURVEY CONTROL
 LX6141  ___________________________________________________________________
 LX6141* NAD 83(1996)-  41 29 46.26256(N)    072 33 39.84908(W)     ADJUSTED  
 LX6141* NAVD 88     -                                                        
 LX6141  ___________________________________________________________________
 LX6141  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LX6141  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6141
 LX6141  HORZ ORDER  -  THIRD
 LX6141
 LX6141.The horizontal coordinates were established by classical geodetic methods
 LX6141.and adjusted by the National Geodetic Survey in August 1998..
 LX6141
 LX6141
 LX6141.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6141
 LX6141.The geoid height was determined by GEOID03.
 LX6141
 LX6141;                    North         East     Units Scale Factor Converg.
 LX6141;SPC CT       -   226,032.508   320,576.259   MT  0.99998335   +0 07 31.0
 LX6141;SPC CT       -   741,574.99  1,051,757.28   sFT  0.99998335   +0 07 31.0
 LX6141;UTM  18      - 4,596,712.370   703,579.486   MT  1.00011006   +1 36 59.5
 LX6141
 LX6141                          SUPERSEDED SURVEY CONTROL
 LX6141
 LX6141  NAD 83(1992)-  41 29 46.26182(N)    072 33 39.84898(W) AD(       ) 4
 LX6141  NAD 83(1986)-  41 29 46.26376(N)    072 33 39.85133(W) AD(       ) 4
 LX6141  NAD 27      -  41 29 45.90100(N)    072 33 41.53500(W) AD(       ) 3
 LX6141
 LX6141.Superseded values are not recommended for survey control.
 LX6141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6141.See file dsdata.txt to determine how the superseded data were derived.
 LX6141
 LX6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0357996712(NAD 83)
 LX6141
 LX6141  HISTORY     - Date     Condition        Report By
 LX6141  HISTORY     - 1934     MONUMENTED       CGS
 LX6141  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6141  HISTORY     - 19970220 GOOD             USPSQD
 LX6141  HISTORY     - 19980309 GOOD             USPSQD
 LX6141
 LX6141                          STATION DESCRIPTION
 LX6141
 LX6141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6141'THIS STATION IS ON THE PLANT OF THE HIGGANUM ICE COMPANY, DIRECTLY
 LX6141'ACROSS THE ROAD FROM THE REAR OF THE HIGGANUM SCHOOLHOUSE.  THE
 LX6141'STACK IS SQUARE IN SECTION TAPERING TOWARDS THE TOP.  IT IS BUILT
 LX6141'OF RED-BRICK TURNED BLACK THROUGH EXPOSURE.
 LX6141'
 LX6141'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6141
 LX6141                          STATION RECOVERY (1948)
 LX6141
 LX6141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6141'THIS STATION IS ON THE PLANT FORMERLY OWNED BY THE HIGGANUM ICE
 LX6141'COMPANY AND IS NOW OWNED BY THE CONNECTICUT HIGHWAY DEPARTMENT.  IT
 LX6141'IS DIRECTLY ACROSS THE ROAD FROM THE REAR OF THE OLD HIGGANUM
 LX6141'SCHOOLHOUSE.  THE STACK IS SQUARE IN SECTIONS TAPERING TOWARDS THE
 LX6141'TOP.  IT IS BUILT OF RED BRICK TURNED BLACK THROUGH EXPOSURE.
 LX6141'THE CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6141
 LX6141                          STATION RECOVERY (1997)
 LX6141
 LX6141'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6141'RECOVERED IN GOOD CONDITION.
 LX6141
 LX6141                          STATION RECOVERY (1998)
 LX6141
 LX6141'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX6141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6114 ***********************************************************************
 LX6114  DESIGNATION -  HIGGANUM METHODIST CHURCH
 LX6114  PID         -  LX6114
 LX6114  STATE/COUNTY-  CT/MIDDLESEX
 LX6114  USGS QUAD   -  HADDAM (1971)
 LX6114
 LX6114                         *CURRENT SURVEY CONTROL
 LX6114  ___________________________________________________________________
 LX6114* NAD 83(1996)-  41 29 54.51029(N)    072 33 48.01942(W)     ADJUSTED  
 LX6114* NAVD 88     -                                                        
 LX6114  ___________________________________________________________________
 LX6114  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 LX6114  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6114
 LX6114  HORZ ORDER  -  THIRD
 LX6114
 LX6114.The horizontal coordinates were established by classical geodetic methods
 LX6114.and adjusted by the National Geodetic Survey in August 1998..
 LX6114
 LX6114
 LX6114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6114
 LX6114.The geoid height was determined by GEOID03.
 LX6114
 LX6114;                    North         East     Units Scale Factor Converg.
 LX6114;SPC CT       -   226,286.542   320,386.204   MT  0.99998333   +0 07 25.6
 LX6114;SPC CT       -   742,408.43  1,051,133.74   sFT  0.99998333   +0 07 25.6
 LX6114;UTM  18      - 4,596,961.403   703,382.860   MT  1.00010907   +1 36 54.3
 LX6114
 LX6114                          SUPERSEDED SURVEY CONTROL
 LX6114
 LX6114  NAD 83(1992)-  41 29 54.50955(N)    072 33 48.01931(W) AD(       ) 4
 LX6114  NAD 83(1986)-  41 29 54.51153(N)    072 33 48.02163(W) AD(       ) 4
 LX6114  NAD 27      -  41 29 54.15200(N)    072 33 49.69900(W) AD(       ) 3
 LX6114
 LX6114.Superseded values are not recommended for survey control.
 LX6114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6114.See file dsdata.txt to determine how the superseded data were derived.
 LX6114
 LX6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0338396961(NAD 83)
 LX6114
 LX6114  HISTORY     - Date     Condition        Report By
 LX6114  HISTORY     - 1934     MONUMENTED       CGS
 LX6114  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6114  HISTORY     - 19970220 GOOD             USPSQD
 LX6114
 LX6114                          STATION DESCRIPTION
 LX6114
 LX6114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6114'THE STATION IS ON THE METHODIST EPISCOPAL CHURCH SPIRE.
 LX6114'
 LX6114'THE CHURCH HAS NOT BEEN CHANGED SINCE 1862.  IT IS ON THE
 LX6114'EASTERLY SIDE OF THE MAIN ROAD TO MIDDLETOWN, ABOUT 0.2 MILE OUT
 LX6114'OF THE VILLAGE OF HIGGANUM.
 LX6114'
 LX6114'THE CHURCH IS PAINTED WHITE WITH THREE LONG GREEN-SHUTTERED
 LX6114'WINDOWS IN EACH SIDE.  THE SPIRE IS AT THE SW END OF THE BUILDING
 LX6114'ABOUT 1.6 METERS INSIDE THE WALL.
 LX6114'
 LX6114'THE SPIRE IS ALSO WHITE WITH A SQUARE BELFRY JUST ABOVE THE
 LX6114'ROOF OF THE MAIN BUILDING.  FOUR BELFRY OPENINGS ARE CLOSED WITH
 LX6114'GREEN LOUVRES.  THE SIDES OF THE SPIRE ARE SMOOTHLY BOARDED.  AT
 LX6114'THE TOP IS AN ELLIPSOIDAL ORNAMENT WITH LIGHTNING ROD AND BALL
 LX6114'ABOVE.
 LX6114'
 LX6114'THERE IS NO WEATHER VANE.
 LX6114'
 LX6114'CENTER IS THE LIGHTNING ROD.
 LX6114'
 LX6114'THE WHITE SPIRE PROJECTS ABOVE THE SURROUNDING TREES AND FORMS
 LX6114'A PROMINENT LAND MARK.
 LX6114
 LX6114                          STATION RECOVERY (1948)
 LX6114
 LX6114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6114'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6114
 LX6114                          STATION RECOVERY (1997)
 LX6114
 LX6114'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6131 ***********************************************************************
 LX6131  DESIGNATION -  HIGGANUM ST PETERS RC CHURCH
 LX6131  PID         -  LX6131
 LX6131  STATE/COUNTY-  CT/MIDDLESEX
 LX6131  USGS QUAD   -  HADDAM (1971)
 LX6131
 LX6131                         *CURRENT SURVEY CONTROL
 LX6131  ___________________________________________________________________
 LX6131* NAD 83(1996)-  41 29 53.85129(N)    072 33 01.45058(W)     ADJUSTED  
 LX6131* NAVD 88     -                                                        
 LX6131  ___________________________________________________________________
 LX6131  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LX6131  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6131
 LX6131  HORZ ORDER  -  THIRD
 LX6131
 LX6131.The horizontal coordinates were established by classical geodetic methods
 LX6131.and adjusted by the National Geodetic Survey in August 1998..
 LX6131
 LX6131
 LX6131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6131
 LX6131.The geoid height was determined by GEOID03.
 LX6131
 LX6131;                    North         East     Units Scale Factor Converg.
 LX6131;SPC CT       -   226,268.626   321,466.345   MT  0.99998333   +0 07 56.4
 LX6131;SPC CT       -   742,349.65  1,054,677.50   sFT  0.99998333   +0 07 56.4
 LX6131;UTM  18      - 4,596,971.605   704,463.239   MT  1.00011450   +1 37 25.2
 LX6131
 LX6131                          SUPERSEDED SURVEY CONTROL
 LX6131
 LX6131  NAD 83(1992)-  41 29 53.85055(N)    072 33 01.45047(W) AD(       ) 4
 LX6131  NAD 83(1986)-  41 29 53.85246(N)    072 33 01.45286(W) AD(       ) 4
 LX6131  NAD 27      -  41 29 53.49200(N)    072 33 03.13700(W) AD(       ) 3
 LX6131
 LX6131.Superseded values are not recommended for survey control.
 LX6131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6131.See file dsdata.txt to determine how the superseded data were derived.
 LX6131
 LX6131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0446396972(NAD 83)
 LX6131
 LX6131  HISTORY     - Date     Condition        Report By
 LX6131  HISTORY     - 1934     MONUMENTED       CGS
 LX6131  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6131  HISTORY     - 19970220 GOOD             USPSQD
 LX6131
 LX6131                          STATION DESCRIPTION
 LX6131
 LX6131'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6131'ST. PETERS CATHOLIC CHURCH IS ON THE E SIDE OF ROUTE 9, ABOUT
 LX6131'3/4 MILE S OF THE CENTER OF HIGGANUM VILLAGE.
 LX6131'
 LX6131'IT IS A SMALL FRAME STRUCTURE WITH THE BELFRY CUPOLA AT THE SW
 LX6131'CORNER.
 LX6131'
 LX6131'THREE MODIFIED CROSSES SHOW ON THE BUILDING.  ONE AT EACH
 LX6131'GABLE OF THE AUDITORIUM ROOF AND ONE AT THE APEX OF THE CUPOLA.
 LX6131'
 LX6131'THE SHINGLED CUPOLA ROOF IS PYRAMIDAL AND PROJECTS ONLY ABOUT
 LX6131'10 FEET ABOVE THE MAIN CHURCH ROOF.
 LX6131'
 LX6131'CENTER IS CENTER LINE OF THE CROSS AT THE APEX OF CUPOLA.
 LX6131
 LX6131                          STATION RECOVERY (1948)
 LX6131
 LX6131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6131'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6131
 LX6131                          STATION RECOVERY (1997)
 LX6131
 LX6131'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6049 ***********************************************************************
 LX6049  DESIGNATION -  HIGH
 LX6049  PID         -  LX6049
 LX6049  STATE/COUNTY-  CT/MIDDLESEX
 LX6049  USGS QUAD   -  DEEP RIVER (1971)
 LX6049
 LX6049                         *CURRENT SURVEY CONTROL
 LX6049  ___________________________________________________________________
 LX6049* NAD 83(1996)-  41 27 51.35400(N)    072 27 53.40377(W)     ADJUSTED  
 LX6049* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX6049  ___________________________________________________________________
 LX6049  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 LX6049  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6049
 LX6049  HORZ ORDER  -  THIRD
 LX6049
 LX6049.The horizontal coordinates were established by classical geodetic methods
 LX6049.and adjusted by the National Geodetic Survey in August 1998..
 LX6049
 LX6049.The orthometric height was scaled from a topographic map.
 LX6049
 LX6049.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6049
 LX6049.The geoid height was determined by GEOID03.
 LX6049
 LX6049;                    North         East     Units Scale Factor Converg.
 LX6049;SPC CT       -   222,509.598   328,623.503   MT  0.99998387   +0 11 20.7
 LX6049;SPC CT       -   730,016.91  1,078,158.94   sFT  0.99998387   +0 11 20.7
 LX6049;UTM  18      - 4,593,399.516   711,716.853   MT  1.00015166   +1 40 45.4
 LX6049
 LX6049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6049!SPC CT       -   1.00000396  x   0.99998387  =   0.99998783
 LX6049!UTM  18      -   1.00000396  x   1.00015166  =   1.00015562
 LX6049
 LX6049:                Primary Azimuth Mark                     Grid Az
 LX6049:SPC CT       -  ORCHARD HILL                             263 59 04.2
 LX6049:UTM  18      -  ORCHARD HILL                             262 29 39.5
 LX6049
 LX6049|---------------------------------------------------------------------|
 LX6049| PID    Reference Object                     Distance      Geod. Az  |
 LX6049|                                                           dddmmss.s |
 LX6049| LX6035 ORCHARD HILL                        APPROX. 1.6 KM 2641024.9 |
 LX6049| LX6030 MURATS CHIMNEY                      APPROX. 0.9 KM 2643856.8 |
 LX6049| LX6031 PROWSES CHIMNEY                     APPROX. 0.8 KM 2691358.2 |
 LX6049| LX6028 WHITTEMORES GABLE                   APPROX. 2.0 KM 2921918.3 |
 LX6049| CZ6603 HIGH RM 1                             8.140 METERS 34930     |
 LX6049|---------------------------------------------------------------------|
 LX6049
 LX6049                          SUPERSEDED SURVEY CONTROL
 LX6049
 LX6049  NAD 83(1992)-  41 27 51.35323(N)    072 27 53.40354(W) AD(       ) 3
 LX6049  NAD 83(1986)-  41 27 51.35499(N)    072 27 53.40620(W) AD(       ) 3
 LX6049  NAD 27      -  41 27 50.99400(N)    072 27 55.10700(W) AD(       ) 3
 LX6049
 LX6049.Superseded values are not recommended for survey control.
 LX6049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6049.See file dsdata.txt to determine how the superseded data were derived.
 LX6049
 LX6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1171793400(NAD 83)
 LX6049_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6049_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6049+STABILITY: SURFACE MOTION
 LX6049
 LX6049  HISTORY     - Date     Condition        Report By
 LX6049  HISTORY     - 1934     MONUMENTED       CGS
 LX6049  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6049  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6049  HISTORY     - 1989     GOOD             USPSQD
 LX6049  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LX6049
 LX6049                          STATION DESCRIPTION
 LX6049
 LX6049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6049'THIS STATION IS ON THE HIGH ROCK CUT AT THE EASTERLY SIDE OF
 LX6049'THE HIGHWAY, ABOUT 0.8 MILE FROM EAST HADDAM VILLAGE ON THE
 LX6049'ROAD TO MOODUS.  THE FOOT OF THE HIGHWAY FILL AT THIS POINT
 LX6049'IS DIRECTLY ON THE RIVERS EDGE.
 LX6049'
 LX6049'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6049'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6049'
 LX6049'THE STATION IS 2.5 METERS BACK FROM THE VERTICAL FACE OF THE
 LX6049'CUT.  THE CUT IS ABOUT 25 FEET HIGH.  IT IS JUST W OF THE LINE
 LX6049'MARKING THE EASTERLY LIMITS OF THE STATE HIGHWAY DEPARTMENT
 LX6049'PROPERTY.  A MARKER POST OF THE HIGHWAY DEPARTMENT IS 9.35 METERS
 LX6049'S OF THE STATION.
 LX6049'
 LX6049'REFERENCE MARK NO.1 IS 3 METERS BACK FROM THE VERTICAL FACE OF
 LX6049'THE CUT.  IT BEARS N (MAGNETIC).  BOTH THE STATION AND REFERENCE
 LX6049'MARK ARE ON STATE HIGHWAY DEPARTMENT PROPERTY.
 LX6049'
 LX6049'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6049
 LX6049                          STATION RECOVERY (1948)
 LX6049
 LX6049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6049'A ONE-HOUR SEARCH BY TWO MEN WAS MADE FOR THIS STATION.  THIS
 LX6049'SECTION HAS CHANGED CONSIDERABLY BY LANDSLIDES.  THE STATION IS
 LX6049'PROBABLY STILL THERE, BUT COVERED BY DEBRIS.  IT COULD NOT
 LX6049'BE LOCATED.  THE DESCRIPTION IS CONSIDERED INADEQUATE AT THIS
 LX6049'DATE.
 LX6049
 LX6049                          STATION RECOVERY (1971)
 LX6049
 LX6049'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6049'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.  TO
 LX6049'REACH THE STATION FROM EAST HADDAM GREEN GO NORTH ON ROUTE 149
 LX6049'(EAST HADDAM-MOODUS ROAD) FOR 0.7 MILE TO HILL ROAD ON THE
 LX6049'RIGHT, GO 350 FEET NORTH ON HILL ROAD TO A 2 STORY FRAME HOUSE
 LX6049'OWNED BY HARRISON AND FOLLOW SKETCH.
 LX6049
 LX6049                          STATION RECOVERY (1989)
 LX6049
 LX6049'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX6049'RECOVERED IN GOOD CONDITION.
 LX6049
 LX6049                          STATION RECOVERY (1997)
 LX6049
 LX6049'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3262 ***********************************************************************
 LW3262  DESIGNATION -  HIGHLAND
 LW3262  PID         -  LW3262
 LW3262  STATE/COUNTY-  CT/NEW LONDON
 LW3262  USGS QUAD   -  ASHAWAY (1984)
 LW3262
 LW3262                         *CURRENT SURVEY CONTROL
 LW3262  ___________________________________________________________________
 LW3262* NAD 83(1996)-  41 25 34.40120(N)    071 50 42.43672(W)     ADJUSTED  
 LW3262* NAVD 88     -        58.1    (meters)     191.     (feet)  VERTCON   
 LW3262  ___________________________________________________________________
 LW3262  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LW3262  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3262
 LW3262  HORZ ORDER  -  FIRST
 LW3262
 LW3262.The horizontal coordinates were established by classical geodetic methods
 LW3262.and adjusted by the National Geodetic Survey in August 1998..
 LW3262
 LW3262.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3262
 LW3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3262
 LW3262.The geoid height was determined by GEOID03.
 LW3262
 LW3262;                    North         East     Units Scale Factor Converg.
 LW3262;SPC CT       -   218,641.296   380,437.674   MT  0.99998489   +0 35 60.0
 LW3262;SPC CT       -   717,325.65  1,248,152.60   sFT  0.99998489   +0 35 60.0
 LW3262;SPC RI       -    38,138.129    71,151.170   MT  1.00000399   -0 13 42.1
 LW3262;SPC RI       -   125,124.84    233,435.13   sFT  1.00000399   -0 13 42.1
 LW3262;UTM  19      - 4,589,980.887   262,256.656   MT  1.00029565   -1 53 00.1
 LW3262
 LW3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3262!SPC CT       -   0.99999567  x   0.99998489  =   0.99998056
 LW3262!SPC RI       -   0.99999567  x   1.00000399  =   0.99999966
 LW3262!UTM  19      -   0.99999567  x   1.00029565  =   1.00029132
 LW3262
 LW3262|---------------------------------------------------------------------|
 LW3262| PID    Reference Object                     Distance      Geod. Az  |
 LW3262|                                                           dddmmss.s |
 LW3262| CB7773 HIGHLAND RM 1                        40.660 METERS 16142     |
 LW3262| CB7772 HIGHLAND AZ MK                                     1862542.7 |
 LW3262| CB7774 HIGHLAND RM 2                        30.547 METERS 26104     |
 LW3262|---------------------------------------------------------------------|
 LW3262
 LW3262                          SUPERSEDED SURVEY CONTROL
 LW3262
 LW3262  NAD 83(1992)-  41 25 34.39995(N)    071 50 42.43595(W) AD(       ) 1
 LW3262  NAD 83(1986)-  41 25 34.39925(N)    071 50 42.43721(W) AD(       ) 1
 LW3262  NAD 27      -  41 25 34.04317(N)    071 50 44.18553(W) AD(       ) 1
 LW3262  NGVD 29 (07/19/86)   58.4    (m)          192.     (f) VERT ANG       
 LW3262
 LW3262.Superseded values are not recommended for survey control.
 LW3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3262.See file dsdata.txt to determine how the superseded data were derived.
 LW3262
 LW3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6225789981(NAD 83)
 LW3262_MARKER: DS = TRIANGULATION STATION DISK
 LW3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3262+STABILITY: SURFACE MOTION
 LW3262
 LW3262  HISTORY     - Date     Condition        Report By
 LW3262  HISTORY     - 1975     MONUMENTED       NGS
 LW3262
 LW3262                          STATION DESCRIPTION
 LW3262
 LW3262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3262'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF MYSTIC,
 LW3262'3-1/2 MILES NORTH OF WESTERLY, RHODE ISLAND, 2 MILES
 LW3262'SOUTHEAST OF NORTH STONINGTON AND 2 MILES WEST OF THE
 LW3262'CONNECTICUT-RHODE ISLAND STATE LINE.  IT IS ON THE PROPERTY
 LW3262'OF MATTHIJS BOISSEVAIN, POST OFFICE BOX 222, NORTH
 LW3262'STONINGTON, CONNECTICUT.  MR, BOISSEVAINS TELEPHONE NUMBER
 LW3262'IS 599-5101.
 LW3262'
 LW3262'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LW3262'95 AND STATE HIGHWAY 2, WHICH IS NEAR THE CONNECTICUT-RHODE
 LW3262'ISLAND STATE LINE, GO NORTHEASTERLY ON A SERVICE ROAD FOR
 LW3262'0.65 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 LW3262'NORTHEASTERLY ON THE SERVICE ROAD FOR 0.1 MILE TO THE
 LW3262'JUNCTION OF STATE HIGHWAY 49.  TURN LEFT AND GO NORTHWESTERLY
 LW3262'ON STATE HIGHWAY 49 FOR 0.3 MILE TO A BOARD GATE ON THE RIGHT,
 LW3262'TURN RIGHT, PASSING THROUGH THE BOARD GATE, AND GO NORTHERLY
 LW3262'FOR ABOUT 100 YARDS TO THE TOP OF THE HILL AND THE STATION
 LW3262'AS DESCRIBED.
 LW3262'
 LW3262'THE STATION MARKS ARE STANDARD DISKS STAMPED HIGHLAND
 LW3262'1975.  THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 LW3262'POST WHICH IS 12-INCHES IN DIAMETER AND IS FLUSH WITH THE
 LW3262'GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 LW3262'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW
 LW3262'THE GROUND SURFACE.  IT IS 172 FEET EAST OF A FENCE CORNER,
 LW3262'57 FEET SOUTH OF THE APPROXIMATE CENTER OF A T-JUNCTION
 LW3262'OF TWO CEMETERY ROADS, 33 FEET SOUTH OF A TOMBSTONE FOR
 LW3262'ROSWELL HILLARD, 24.7 FEET SOUTH OF A METAL WITNESS POST
 LW3262'AND 23 FEET SOUTH OF A ROCK FENCE.
 LW3262'
 LW3262'REFERENCE MARK 1, STAMPED HIGHLAND NO 1 1975, IS A STANDARD
 LW3262'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LW3262'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 166
 LW3262'FEET EAST OF THE CENTER OF A WOODEN GATE, 158 FEET SOUTH OF
 LW3262'A ROCK FENCE AND 156.5 FEET SOUTH OF A METAL WITNESS POST.
 LW3262'
 LW3262'REFERENCE MARK 2, STAMPED HIGHLAND NO 2 1975, IS A STANDARD
 LW3262'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 LW3262'FLUSH WITH THE GROUND SURFACE.  IT IS 71.9 FEET EAST OF A
 LW3262'FENCE CORNER, 30.9 FEET SOUTHEAST OF A TWIN TRUNKED TREE, 24
 LW3262'FEET SOUTHWEST OF A TRIPLE TRUNKED TREE AND 14 FEET SOUTH OF
 LW3262'A ROCK FENCE.
 LW3262'
 LW3262'AZIMUTH MARK, STAMPED HIGHLAND AZ 1975, IS A STANDARD
 LW3262'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 LW3262'CORNER OF A CONCRETE CATCH BASIN.  IT IS FLUSH WITH THE
 LW3262'GROUND SURFACE AND ABOUT 6 INCHES ABOVE THE ROAD BED.  IT IS
 LW3262'160 FEET EAST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 LW3262'LEADING TO POPSI SEAL INTERNATIONAL INCORPORATED, 22.5
 LW3262'FEET SOUTHEAST OF THE CENTER LINE OF THE SERVICE ROAD
 LW3262'AND 8.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3262'
 LW3262'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0714 ***********************************************************************
 LW0714  DESIGNATION -  HILL
 LW0714  PID         -  LW0714
 LW0714  STATE/COUNTY-  CT/NEW LONDON
 LW0714  USGS QUAD   -  MYSTIC (1984)
 LW0714
 LW0714                         *CURRENT SURVEY CONTROL
 LW0714  ___________________________________________________________________
 LW0714* NAD 83(1996)-  41 20 25.73913(N)    071 58 44.26131(W)     ADJUSTED  
 LW0714* NAVD 88     -         7.355  (meters)      24.13   (feet)  ADJUSTED  
 LW0714  ___________________________________________________________________
 LW0714  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 LW0714  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0714  DYNAMIC HT  -           7.352 (meters)      24.12  (feet)  COMP
 LW0714  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0714
 LW0714  HORZ ORDER  -  THIRD
 LW0714  VERT ORDER  -  FIRST     CLASS I
 LW0714
 LW0714.The horizontal coordinates were established by classical geodetic methods
 LW0714.and adjusted by the National Geodetic Survey in August 1998..
 LW0714
 LW0714.The orthometric height was determined by differential leveling
 LW0714.and adjusted by the National Geodetic Survey in June 1991..
 LW0714
 LW0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW0714
 LW0714.The geoid height was determined by GEOID03.
 LW0714
 LW0714.The dynamic height is computed by dividing the NAVD 88
 LW0714.geopotential number by the normal gravity value computed on the
 LW0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0714.degrees latitude (g = 980.6199 gals.).
 LW0714
 LW0714.The modeled gravity was interpolated from observed gravity values.
 LW0714
 LW0714;                    North         East     Units Scale Factor Converg.
 LW0714;SPC CT       -   209,010.975   369,335.520   MT  0.99998879   +0 30 40.5
 LW0714;SPC CT       -   685,730.17  1,211,728.29   sFT  0.99998879   +0 30 40.5
 LW0714;SPC RI       -    28,669.043    59,910.764   MT  1.00001352   -0 18 58.9
 LW0714;SPC RI       -    94,058.35    196,557.23   sFT  1.00001352   -0 18 58.9
 LW0714;SPC NY L     -   132,304.535   469,152.723   MT  1.00003148   +1 19 18.9
 LW0714;SPC NY L     -   434,069.13  1,539,211.89   sFT  1.00003148   +1 19 18.9
 LW0714;UTM  19      - 4,580,837.183   250,743.972   MT  1.00036467   -1 58 07.4
 LW0714;UTM  18      - 4,580,959.074   752,777.121   MT  1.00038643   +1 59 47.6
 LW0714
 LW0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW0714!SPC CT       -   1.00000365  x   0.99998879  =   0.99999244
 LW0714!SPC RI       -   1.00000365  x   1.00001352  =   1.00001717
 LW0714!SPC NY L     -   1.00000365  x   1.00003148  =   1.00003513
 LW0714!UTM  19      -   1.00000365  x   1.00036467  =   1.00036832
 LW0714!UTM  18      -   1.00000365  x   1.00038643  =   1.00039008
 LW0714
 LW0714:                Primary Azimuth Mark                     Grid Az
 LW0714:SPC CT       -  SADONIA TOWER                            068 25 07.7
 LW0714:SPC RI       -  SADONIA TOWER                            069 14 47.1
 LW0714:SPC NY L     -  SADONIA TOWER                            067 36 29.3
 LW0714:UTM  19      -  SADONIA TOWER                            070 53 55.6
 LW0714:UTM  18      -  SADONIA TOWER                            066 56 00.6
 LW0714
 LW0714|---------------------------------------------------------------------|
 LW0714| PID    Reference Object                     Distance      Geod. Az  |
 LW0714|                                                           dddmmss.s |
 LW0714| LW3401 SADONIA TOWER                       APPROX. 1.9 KM 0685548.2 |
 LW0714| LW0712 HILL RM 1                                          08112     |
 LW0714| LW0713 HILL RM 2                                          10908     |
 LW0714|---------------------------------------------------------------------|
 LW0714
 LW0714                          SUPERSEDED SURVEY CONTROL
 LW0714
 LW0714  NAD 83(1992)-  41 20 25.73789(N)    071 58 44.26038(W) AD(       ) 3
 LW0714  NAD 83(1986)-  41 20 25.73823(N)    071 58 44.26471(W) AD(       ) 3
 LW0714  NAD 27      -  41 20 25.38800(N)    071 58 46.00100(W) AD(       ) 3
 LW0714  NGVD 29 (??/??/92)    7.646  (m)           25.09   (f) ADJ UNCH    1 1
 LW0714
 LW0714.Superseded values are not recommended for survey control.
 LW0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0714.See file dsdata.txt to determine how the superseded data were derived.
 LW0714
 LW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5074480837(NAD 83)
 LW0714_MARKER: DS = TRIANGULATION STATION DISK
 LW0714_SETTING: 66 = SET IN ROCK OUTCROP
 LW0714_SP_SET: BEDROCK
 LW0714_STAMPING: HILL 1934
 LW0714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0714+STABILITY: POSITION/ELEVATION WELL
 LW0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0714+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW0714
 LW0714  HISTORY     - Date     Condition        Report By
 LW0714  HISTORY     - 1934     MONUMENTED       CGS
 LW0714  HISTORY     - 1948     GOOD             CGS
 LW0714  HISTORY     - 1965     GOOD             CGS
 LW0714  HISTORY     - 1965     GOOD             NGS
 LW0714  HISTORY     - 1966     GOOD             CGS
 LW0714  HISTORY     - 1984     GOOD             USPSQD
 LW0714  HISTORY     - 1984     GOOD             USPSQD
 LW0714  HISTORY     - 1987     POOR             USPSQD
 LW0714  HISTORY     - 1988     GOOD             USPSQD
 LW0714  HISTORY     - 1990     GOOD             USPSQD
 LW0714  HISTORY     - 19901227 GOOD             USPSQD
 LW0714  HISTORY     - 20020213 GOOD             USPSQD
 LW0714
 LW0714                          STATION DESCRIPTION
 LW0714
 LW0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW0714'THE STATION IS LOCATED ON THE W BANK OF THE MYSTIC RIVER, S OF
 LW0714'SPENCER POINT, N OF SIXPENCE ISLAND AND OPPOSITE PINE POINT.  THE
 LW0714'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN THE
 LW0714'HIGHEST PART OF THE LEDGE 46 METERS E OF THE NEW YORK, NEW HAVEN
 LW0714'AND HARTFORD RAILROAD AND BETWEEN THE HOUSES OF MARION HILL AND
 LW0714'MARION NEVIN.  THE LEDGE IS COVERED WITH GRAPE VINES.
 LW0714'
 LW0714'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LW0714'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS NO.1
 LW0714'AND NO.2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK
 LW0714'AS DESCRIBED IN NOTE 12A.
 LW0714'
 LW0714'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW0714'HOLES IN THE LEDGE NE AND SE OF THE STATION RESPECTIVELY.
 LW0714'
 LW0714'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW0714
 LW0714                          STATION RECOVERY (1948)
 LW0714
 LW0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW0714'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, WITH THE
 LW0714'FOLLOWING EXCEPTION--
 LW0714'
 LW0714'BOTH HOUSES NOW BELONG TO MARION NEVIN.
 LW0714
 LW0714                          STATION RECOVERY (1965)
 LW0714
 LW0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LW0714'THE STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 LW0714'AND ALL IN GOOD CONDITION.
 LW0714'
 LW0714'THE STATION MAY BE REACHED BY GOING 0.05 MILE NORTHWEST ALONG
 LW0714'SCHOOL STREET FROM THE POST OFFICE AT WEST MYSTIC, THENCE 0.35
 LW0714'MILE SOUTHWEST ALONG STATE HIGHWAY 215, THENCE 0.1 MILE SOUTHEAST
 LW0714'ALONG CEDAR ROAD, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, ALONG
 LW0714'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ABOUT 84 YARDS
 LW0714'NORTHEAST OF AN ABANDONED RAILROAD CROSSING, ON THE HIGHEST
 LW0714'POINT IN AREA, SET ON TOP OF THE HIGHEST PART OF EXPOSED
 LW0714'BEDROCK, 154 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN
 LW0714'TRACK, 70 FEET NORTHWEST OF SOUTHEAST EDGE OF ROCK AT
 LW0714'SHORE LINE OF THE MYSTIC RIVER AND ABOUT 12 FEET ABOVE THE
 LW0714'LEVEL OF TRACK.  IT IS STAMPED HILL 1934.
 LW0714'
 LW0714'RM 1 IS 86.5 FEET EAST OF THE STATION, 211 FEET SOUTHEAST OF THE
 LW0714'SOUTHEAST RAIL, SET IN TOP OF MASS OF BEDROCK.  IT IS STAMPED
 LW0714'HILL NO 1 1934.
 LW0714'
 LW0714'R. M. NO. 2 IS 52.6 FEET EAST-SOUTHEAST OF THE STATION, 200
 LW0714'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 47.2 FEET SOUTHWEST OF
 LW0714'RM 1, SET IN THE TOP OF A LARGE MASS OF EXPOSED BEDROCK WHICH
 LW0714'IS COVERED WITH VINES AND ABOUT 9 FEET ABOVE THE LEVEL OF THE
 LW0714'TRACK.  STAMPED HILL NO 2 1934
 LW0714
 LW0714                          STATION RECOVERY (1965)
 LW0714
 LW0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LW0714'0.6 MI SW FROM WEST MYSTIC.
 LW0714'0.05 MILE NORTHWEST ALONG SCHOOL STREET FROM THE POST OFFICE
 LW0714'AT WEST MYSTIC, THENCE 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY
 LW0714'215, THENCE 0.1 MILE SOUTHEAST ALONG CEDAR ROAD, THENCE 0.1 MILE
 LW0714'EAST ALONG A DIRT ROAD, ALONG THE NEW YORK, NEW HAVEN AND
 LW0714'HARTFORD RAILROAD, ABOUT 84 YARDS NORTHEAST OF AN ABANDONED
 LW0714'RAILROAD CROSSING, ON THE HIGHEST POINT IN THE AREA, SET ON
 LW0714'THE TOP AND AT THE HIGHEST PART OF A LARGE MASS OF EXPOSED PART
 LW0714'OF BEDROCK, 154 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN
 LW0714'TRACK, 70 FEET NORTHWEST OF THE SOUTHEAST EDGE OF ROCK AT SHORE
 LW0714'LINE OF MYSTIC RIVER, AND ABOUT 12 FEET ABOVE THE LEVEL OF THE
 LW0714'TRACK.  NOTE-- STATION MAY BE REACHED BY GOING ABOUT 0.35 MILE
 LW0714'SOUTHWEST ALONG THE NY, NH AND H RAILROAD FROM THE POST OFFICE
 LW0714'AT WEST MYSTIC.
 LW0714
 LW0714                          STATION RECOVERY (1966)
 LW0714
 LW0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW0714'RECOVERED AS DESCRIBED.
 LW0714'
 LW0714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW0714'WEST MYSTIC.
 LW0714
 LW0714                          STATION RECOVERY (1984)
 LW0714
 LW0714'RECOVERY NOTE BY US POWER SQUADRON 1984 (THB)
 LW0714'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AND
 LW0714'AS DESCRIBED.
 LW0714
 LW0714                          STATION RECOVERY (1984)
 LW0714
 LW0714'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0714'RECOVERED IN GOOD CONDITION.
 LW0714
 LW0714                          STATION RECOVERY (1987)
 LW0714
 LW0714'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0714'MARK RECOVERED IN POOR CONDITION.
 LW0714
 LW0714                          STATION RECOVERY (1988)
 LW0714
 LW0714'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0714'RECOVERED IN GOOD CONDITION.
 LW0714
 LW0714                          STATION RECOVERY (1990)
 LW0714
 LW0714'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW0714'RECOVERED IN GOOD CONDITION.
 LW0714
 LW0714                          STATION RECOVERY (1990)
 LW0714
 LW0714'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0714'RECOVERED IN GOOD CONDITION.
 LW0714
 LW0714                          STATION RECOVERY (2002)
 LW0714
 LW0714'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0712 ***********************************************************************
 LW0712  DESIGNATION -  HILL RM 1
 LW0712  PID         -  LW0712
 LW0712  STATE/COUNTY-  CT/NEW LONDON
 LW0712  USGS QUAD   -  MYSTIC (1984)
 LW0712
 LW0712                         *CURRENT SURVEY CONTROL
 LW0712  ___________________________________________________________________
 LW0712* NAD 83(1986)-  41 20 25.     (N)    071 58 44.     (W)     SCALED    
 LW0712* NAVD 88     -         4.968  (meters)      16.30   (feet)  ADJUSTED  
 LW0712  ___________________________________________________________________
 LW0712  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0712  DYNAMIC HT  -           4.966 (meters)      16.29  (feet)  COMP
 LW0712  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0712
 LW0712  VERT ORDER  -  FIRST     CLASS I
 LW0712
 LW0712.The horizontal coordinates were scaled from a topographic map and have
 LW0712.an estimated accuracy of +/- 6 seconds.
 LW0712
 LW0712.The orthometric height was determined by differential leveling
 LW0712.and adjusted by the National Geodetic Survey in June 1991..
 LW0712
 LW0712.The geoid height was determined by GEOID03.
 LW0712
 LW0712.The dynamic height is computed by dividing the NAVD 88
 LW0712.geopotential number by the normal gravity value computed on the
 LW0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0712.degrees latitude (g = 980.6199 gals.).
 LW0712
 LW0712.The modeled gravity was interpolated from observed gravity values.
 LW0712
 LW0712;                    North         East    Units  Estimated Accuracy
 LW0712;SPC CT       -   208,990.      369,340.      MT  (+/- 180 meters Scaled)
 LW0712
 LW0712                          SUPERSEDED SURVEY CONTROL
 LW0712
 LW0712  NGVD 29 (??/??/92)    5.259  (m)           17.25   (f) ADJ UNCH    1 1
 LW0712
 LW0712.Superseded values are not recommended for survey control.
 LW0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0712.See file dsdata.txt to determine how the superseded data were derived.
 LW0712
 LW0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF507808(NAD 83)
 LW0712_MARKER: DR = REFERENCE MARK DISK
 LW0712_SETTING: 66 = SET IN ROCK OUTCROP
 LW0712_SP_SET: BEDROCK
 LW0712_STAMPING: HILL NO 1 1934
 LW0712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0712+STABILITY: POSITION/ELEVATION WELL
 LW0712
 LW0712  HISTORY     - Date     Condition        Report By
 LW0712  HISTORY     - 1934     MONUMENTED       CGS
 LW0712  HISTORY     - 1965     GOOD             NGS
 LW0712  HISTORY     - 1987     POOR             USPSQD
 LW0712  HISTORY     - 1988     GOOD             USPSQD
 LW0712  HISTORY     - 19901227 GOOD             USPSQD
 LW0712
 LW0712                          STATION DESCRIPTION
 LW0712
 LW0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0712'0.6 MI SW FROM WEST MYSTIC.
 LW0712'0.05 MILE NORTHWEST ALONG SCHOOL STREET FROM THE POST OFFICE
 LW0712'AT WEST MYSTIC, THENCE 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY
 LW0712'215, THENCE 0.1 MILE SOUTHEAST ALONG CEDAR ROAD, THENCE 0.1 MILE
 LW0712'EAST ALONG A DIRT ROAD, ALONG THE NY, NH AND H RAILROAD, 109
 LW0712'YARDS NORTHEAST OF AN ABANDONED ROAD CROSSING, SET ON THE TOP
 LW0712'OF A MASS OF BEDROCK WHICH FORMS PART OF THE SHORE LINE OF THE
 LW0712'MYSTIC RIVER, 211 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LW0712'MAIN TRACK, 86.5 FEET EAST OF THE STATION MARK, 10 FEET NORTHWEST
 LW0712'OF THE SOUTHEAST EDGE OF ROCK AND ABOUT 1 FOOT ABOVE THE LEVEL
 LW0712'OF THE TRACK.
 LW0712
 LW0712                          STATION RECOVERY (1987)
 LW0712
 LW0712'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0712'MARK RECOVERED IN POOR CONDITION.
 LW0712
 LW0712                          STATION RECOVERY (1988)
 LW0712
 LW0712'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0712'RECOVERED IN GOOD CONDITION.
 LW0712
 LW0712                          STATION RECOVERY (1990)
 LW0712
 LW0712'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0713 ***********************************************************************
 LW0713  DESIGNATION -  HILL RM 2
 LW0713  PID         -  LW0713
 LW0713  STATE/COUNTY-  CT/NEW LONDON
 LW0713  USGS QUAD   -  MYSTIC (1984)
 LW0713
 LW0713                         *CURRENT SURVEY CONTROL
 LW0713  ___________________________________________________________________
 LW0713* NAD 83(1986)-  41 20 25.     (N)    071 58 44.     (W)     SCALED    
 LW0713* NAVD 88     -         4.534  (meters)      14.88   (feet)  ADJUSTED  
 LW0713  ___________________________________________________________________
 LW0713  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0713  DYNAMIC HT  -           4.532 (meters)      14.87  (feet)  COMP
 LW0713  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0713
 LW0713  VERT ORDER  -  FIRST     CLASS I
 LW0713
 LW0713.The horizontal coordinates were scaled from a topographic map and have
 LW0713.an estimated accuracy of +/- 6 seconds.
 LW0713
 LW0713.The orthometric height was determined by differential leveling
 LW0713.and adjusted by the National Geodetic Survey in June 1991..
 LW0713
 LW0713.The geoid height was determined by GEOID03.
 LW0713
 LW0713.The dynamic height is computed by dividing the NAVD 88
 LW0713.geopotential number by the normal gravity value computed on the
 LW0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0713.degrees latitude (g = 980.6199 gals.).
 LW0713
 LW0713.The modeled gravity was interpolated from observed gravity values.
 LW0713
 LW0713;                    North         East    Units  Estimated Accuracy
 LW0713;SPC CT       -   208,990.      369,340.      MT  (+/- 180 meters Scaled)
 LW0713
 LW0713                          SUPERSEDED SURVEY CONTROL
 LW0713
 LW0713  NGVD 29 (??/??/92)    4.825  (m)           15.83   (f) ADJ UNCH    1 1
 LW0713
 LW0713.Superseded values are not recommended for survey control.
 LW0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0713.See file dsdata.txt to determine how the superseded data were derived.
 LW0713
 LW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF507808(NAD 83)
 LW0713_MARKER: DR = REFERENCE MARK DISK
 LW0713_SETTING: 66 = SET IN ROCK OUTCROP
 LW0713_SP_SET: BEDROCK
 LW0713_STAMPING: HILL NO 2 1934
 LW0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0713+STABILITY: POSITION/ELEVATION WELL
 LW0713
 LW0713  HISTORY     - Date     Condition        Report By
 LW0713  HISTORY     - 1934     MONUMENTED       CGS
 LW0713  HISTORY     - 1965     GOOD             NGS
 LW0713  HISTORY     - 1984     GOOD             USPSQD
 LW0713  HISTORY     - 1987     GOOD             USPSQD
 LW0713  HISTORY     - 19901227 GOOD             USPSQD
 LW0713
 LW0713                          STATION DESCRIPTION
 LW0713
 LW0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0713'0.6 MI SW FROM WEST MYSTIC.
 LW0713'0.05 MILE NORTHWEST ALONG SCHOOL STREET FROM THE POST OFFICE
 LW0713'AT WEST MYSTIC, THENCE 0.35 MILE SOUTHWEST ALONG STATE HIGHWAY
 LW0713'215, THENCE 0.1 MILE SOUTHEAST ALONG CEDAR ROAD, THENCE 0.1 MILE
 LW0713'NORTHEAST ALONG A DIRT ROAD, ALONG THE NY, NH AND H RAILROAD,
 LW0713'ABOUT 84 YARDS NORTHEAST OF AN ABANDONED ROAD CROSSING, SET IN
 LW0713'THE TOP OF A LARGE AREA OF EXPOSED BEDROCK WHICH IS COVERED
 LW0713'WITH VINES, 200 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 LW0713'SOUTHEAST MAIN TRACK, 52.6 FEET EAST-SOUTHEAST OF THE STATION
 LW0713'MARK, 47.2 FEET SOUTHWEST OF RM NO. 1, AND ABOUT 9 FEET ABOVE
 LW0713'THE LEVEL OF THE TRACK.
 LW0713
 LW0713                          STATION RECOVERY (1984)
 LW0713
 LW0713'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0713'RECOVERED IN GOOD CONDITION.
 LW0713
 LW0713                          STATION RECOVERY (1987)
 LW0713
 LW0713'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0713'RECOVERED IN GOOD CONDITION.
 LW0713
 LW0713                          STATION RECOVERY (1990)
 LW0713
 LW0713'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3246 ***********************************************************************
 LW3246  DESIGNATION -  HINCKLEY
 LW3246  PID         -  LW3246
 LW3246  STATE/COUNTY-  CT/NEW LONDON
 LW3246  USGS QUAD   -  ASHAWAY (1984)
 LW3246
 LW3246                         *CURRENT SURVEY CONTROL
 LW3246  ___________________________________________________________________
 LW3246* NAD 83(1996)-  41 22 49.56666(N)    071 51 02.41578(W)     ADJUSTED  
 LW3246* NAVD 88     -        65.     (meters)     213.     (feet)  SCALED    
 LW3246  ___________________________________________________________________
 LW3246  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LW3246  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3246
 LW3246  HORZ ORDER  -  SECOND
 LW3246
 LW3246.The horizontal coordinates were established by classical geodetic methods
 LW3246.and adjusted by the National Geodetic Survey in August 1998..
 LW3246
 LW3246.The orthometric height was scaled from a topographic map.
 LW3246
 LW3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3246
 LW3246.The geoid height was determined by GEOID03.
 LW3246
 LW3246;                    North         East     Units Scale Factor Converg.
 LW3246;SPC CT       -   213,551.577   380,026.721   MT  0.99998670   +0 35 46.7
 LW3246;SPC CT       -   700,627.13  1,246,804.33   sFT  0.99998670   +0 35 46.7
 LW3246;SPC RI       -    33,054.788    70,666.681   MT  1.00000433   -0 13 54.5
 LW3246;SPC RI       -   108,447.25    231,845.60   sFT  1.00000433   -0 13 54.5
 LW3246;SPC NY L     -   136,996.061   479,779.157   MT  1.00003769   +1 24 21.0
 LW3246;SPC NY L     -   449,461.24  1,574,075.45   sFT  1.00003769   +1 24 21.0
 LW3246;UTM  19      - 4,584,912.165   261,625.436   MT  1.00029935   -1 53 07.2
 LW3246
 LW3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3246!SPC CT       -   0.99999464  x   0.99998670  =   0.99998134
 LW3246!SPC RI       -   0.99999464  x   1.00000433  =   0.99999897
 LW3246!SPC NY L     -   0.99999464  x   1.00003769  =   1.00003233
 LW3246!UTM  19      -   0.99999464  x   1.00029935  =   1.00029399
 LW3246
 LW3246:                Primary Azimuth Mark                     Grid Az
 LW3246:SPC CT       -  BENTLEY RESET                            102 26 33.2
 LW3246:SPC RI       -  BENTLEY RESET                            103 16 14.4
 LW3246:SPC NY L     -  BENTLEY RESET                            101 37 58.9
 LW3246:UTM  19      -  BENTLEY RESET                            104 55 27.1
 LW3246
 LW3246|---------------------------------------------------------------------|
 LW3246| PID    Reference Object                     Distance      Geod. Az  |
 LW3246|                                                           dddmmss.s |
 LW3246| LW3282 BENTLEY RESET                       APPROX. 7.9 KM 1030219.9 |
 LW3246| LW3286 WESTERLY STANDPIPE                  APPROX. 2.9 KM 1033111.3 |
 LW3246| LW3288 WESTERLY GRAY STANDPIPE             APPROX. 2.7 KM 1050226.4 |
 LW3246| LW3272 BRICK SILO                          APPROX. 6.8 KM 1102951.3 |
 LW3246| LW3293 WESTERLY HOSPITAL STACK             APPROX. 2.9 KM 1333600.5 |
 LW3246| LW3290 WESTERLY MUNRO FLORIST CO STK       APPROX. 2.4 KM 1374110.5 |
 LW3246| LW3277 FORT HILL NEW TANK                  APPROX. 5.5 KM 1484821.8 |
 LW3246| LW3324 PAWCATUCK AMERICAN THREAD TANK      APPROX. 2.2 KM 1540527.5 |
 LW3246| LW3247 HINCKLEY 2                           11.532 METERS 15458     |
 LW3246| LW3323 PAWCATUCK AMERICAN THREAD STK       APPROX. 2.2 KM 1552632.7 |
 LW3246| CB7781 HINCKLEY RM 1                        34.546 METERS 15822     |
 LW3246| LW3299 ELMS HOUSE GABLE                    APPROX. 3.2 KM 1760006.4 |
 LW3246| LW3298 WATCH HILL WINDMILL                 APPROX. 7.3 KM 1793246.2 |
 LW3246| LW3339 WATCH HILL OCEAN HOUSE FLAG         APPROX. 7.8 KM 1815123.0 |
 LW3246| LW3355 WEQUETEQUOCK CHURCH BELFRY          APPROX. 3.0 KM 2253252.1 |
 LW3246| CB7782 HINCKLEY RM 2                        34.647 METERS 26010     |
 LW3246|---------------------------------------------------------------------|
 LW3246
 LW3246                          SUPERSEDED SURVEY CONTROL
 LW3246
 LW3246  NAD 83(1992)-  41 22 49.56537(N)    071 51 02.41501(W) AD(       ) 2
 LW3246  NAD 83(1986)-  41 22 49.56466(N)    071 51 02.41665(W) AD(       ) 2
 LW3246  NAD 27      -  41 22 49.20732(N)    071 51 04.16586(W) AD(       ) 2
 LW3246
 LW3246.Superseded values are not recommended for survey control.
 LW3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3246.See file dsdata.txt to determine how the superseded data were derived.
 LW3246
 LW3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6162584912(NAD 83)
 LW3246_MARKER: DS = TRIANGULATION STATION DISK
 LW3246_SETTING: 80 = SET IN A BOULDER
 LW3246_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3246+STABILITY: SURFACE MOTION
 LW3246
 LW3246  HISTORY     - Date     Condition        Report By
 LW3246  HISTORY     - 1934     MONUMENTED       CGS
 LW3246  HISTORY     - 1954     GOOD             CGS
 LW3246  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LW3246
 LW3246                          STATION DESCRIPTION
 LW3246
 LW3246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3246'THE STATION IS LOCATED ON THE HIGHEST PART OF HINCKLEY HILL ABOUT
 LW3246'ONE MILE W OF THE CONNECTICUT-RHODE ISLAND LINE.  IT IS MARKED BY
 LW3246'A STANDARD DISC SET IN A DRILL HOLE IN A LARGE BOULDER 76.5 METERS
 LW3246'NORTHEASTERLY OF THE NW CORNER OF THE SHELDON HOUSE AND 50 METERS
 LW3246'WESTERLY OF THE NW CORNER OF AN OLD STONE BARN FOUNDATION.  THERE
 LW3246'IS AN OLD APPLE ORCHARD SE OF THE STATION.
 LW3246'
 LW3246'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3246'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO. 1 AND
 LW3246'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED IN
 LW3246'NOTE 12C.
 LW3246'
 LW3246'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3246'HOLES IN THE TOPS OF TWO BOULDERS SE AND SW OF THE STATION
 LW3246'RESPECTIVELY.
 LW3246'
 LW3246'STATION IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 LW3246'1 AND W BROAD STREET.  GO WESTERLY ON BROAD STREET 0.5 MILE TO
 LW3246'THE PROPERTY OF SIDNEY C. WOOD.  STATION IS 135 METERS N OF THIS
 LW3246'POINT.
 LW3246'
 LW3246'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 LW3246
 LW3246                          STATION RECOVERY (1954)
 LW3246
 LW3246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3246'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3246'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3246'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LW3246'
 LW3246'THE STATION MARK IS STAMPED HINCKLEY 1934 AND IS FLUSH.
 LW3246'
 LW3246'REFERENCE MARK 1 IS STAMPED HINCKLEY NO 1 1936.  THE BOULDER
 LW3246'IN WHICH IT IS SET PROJECTS 1 FT.
 LW3246'
 LW3246'REFERENCE MARK 2 IS STAMPED HINCKLEY NO 2 1936 AND IS FLUSH.
 LW3246
 LW3246                          STATION RECOVERY (1964)
 LW3246
 LW3246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW3246'STATION MARK AND BOTH RMS RECOVERED IN GOOD CONDITION.  THE
 LW3246'STATION MARK, IN WAY OF CONSTRUCTION WAS DESTROYED.  SEE
 LW3246'DESCRIPTION OF HINCKLEY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3247 ***********************************************************************
 LW3247  DESIGNATION -  HINCKLEY 2
 LW3247  PID         -  LW3247
 LW3247  STATE/COUNTY-  CT/NEW LONDON
 LW3247  USGS QUAD   -  ASHAWAY (1984)
 LW3247
 LW3247                         *CURRENT SURVEY CONTROL
 LW3247  ___________________________________________________________________
 LW3247* NAD 83(1996)-  41 22 49.22799(N)    071 51 02.20571(W)     ADJUSTED  
 LW3247* NAVD 88     -        65.6    (meters)     215.     (feet)  VERTCON   
 LW3247  ___________________________________________________________________
 LW3247  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LW3247  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3247
 LW3247  HORZ ORDER  -  FIRST
 LW3247
 LW3247.The horizontal coordinates were established by classical geodetic methods
 LW3247.and adjusted by the National Geodetic Survey in August 1998..
 LW3247
 LW3247.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3247
 LW3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3247
 LW3247.The geoid height was determined by GEOID03.
 LW3247
 LW3247;                    North         East     Units Scale Factor Converg.
 LW3247;SPC CT       -   213,541.180   380,031.711   MT  0.99998670   +0 35 46.9
 LW3247;SPC CT       -   700,593.02  1,246,820.71   sFT  0.99998670   +0 35 46.9
 LW3247;SPC RI       -    33,044.320    70,671.520   MT  1.00000433   -0 13 54.4
 LW3247;SPC RI       -   108,412.91    231,861.48   sFT  1.00000433   -0 13 54.4
 LW3247;SPC NY L     -   136,985.736   479,784.293   MT  1.00003768   +1 24 21.2
 LW3247;SPC NY L     -   449,427.37  1,574,092.30   sFT  1.00003768   +1 24 21.2
 LW3247;UTM  19      - 4,584,901.559   261,629.972   MT  1.00029933   -1 53 07.1
 LW3247
 LW3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3247!SPC CT       -   0.99999450  x   0.99998670  =   0.99998120
 LW3247!SPC RI       -   0.99999450  x   1.00000433  =   0.99999883
 LW3247!SPC NY L     -   0.99999450  x   1.00003768  =   1.00003218
 LW3247!UTM  19      -   0.99999450  x   1.00029933  =   1.00029383
 LW3247
 LW3247:                Primary Azimuth Mark                     Grid Az
 LW3247:SPC CT       -  WESTERLY FEDERAL COM MAST                049 15 06.4
 LW3247:SPC RI       -  WESTERLY FEDERAL COM MAST                050 04 47.7
 LW3247:SPC NY L     -  WESTERLY FEDERAL COM MAST                048 26 32.1
 LW3247:UTM  19      -  WESTERLY FEDERAL COM MAST                051 44 00.4
 LW3247
 LW3247|---------------------------------------------------------------------|
 LW3247| PID    Reference Object                     Distance      Geod. Az  |
 LW3247|                                                           dddmmss.s |
 LW3247| LW3250 WESTERLY FEDERAL COM MAST           APPROX. 4.3 KM 0495053.3 |
 LW3247| LW3249 HILLVIEW                            APPROX. 3.2 KM 0594241.6 |
 LW3247| LW3082 BRADFORD WESTERLY TOWN TANK         APPROX. 8.7 KM 0811135.0 |
 LW3247| CB7783 HINCKLEY 2 RM 3                      22.794 METERS 08153     |
 LW3247| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 2.7 KM 1011026.0 |
 LW3247| LW3286 WESTERLY STANDPIPE                  APPROX. 2.9 KM 1032024.7 |
 LW3247| LW3326 WESTERLY RADIO STA WERI MAST        APPROX. 2.0 KM 1405028.5 |
 LW3247| LW3277 FORT HILL NEW TANK                  APPROX. 5.4 KM 1484735.0 |
 LW3247| CB7781 HINCKLEY RM 1                        23.094 METERS 16001     |
 LW3247| CB7782 HINCKLEY RM 2                        39.335 METERS 27633     |
 LW3247| LW3246 HINCKLEY                             11.532 METERS 33458     |
 LW3247|---------------------------------------------------------------------|
 LW3247
 LW3247                          SUPERSEDED SURVEY CONTROL
 LW3247
 LW3247  NAD 83(1992)-  41 22 49.22670(N)    071 51 02.20494(W) AD(       ) 1
 LW3247  NAD 83(1986)-  41 22 49.22584(N)    071 51 02.20648(W) AD(       ) 1
 LW3247  NAD 27      -  41 22 48.86869(N)    071 51 03.95572(W) AD(       ) 1
 LW3247  NGVD 29 (07/19/86)   65.9    (m)          216.     (f) VERT ANG       
 LW3247
 LW3247.Superseded values are not recommended for survey control.
 LW3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3247.See file dsdata.txt to determine how the superseded data were derived.
 LW3247
 LW3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6163084902(NAD 83)
 LW3247_MARKER: DS = TRIANGULATION STATION DISK
 LW3247_SETTING: 80 = SET IN A BOULDER
 LW3247_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3247+STABILITY: SURFACE MOTION
 LW3247
 LW3247  HISTORY     - Date     Condition        Report By
 LW3247  HISTORY     - 1964     MONUMENTED       CGS
 LW3247  HISTORY     - 1969     GOOD             CGS
 LW3247  HISTORY     - 1975     GOOD             NGS
 LW3247  HISTORY     - 1985     GOOD             USPSQD
 LW3247
 LW3247                          STATION DESCRIPTION
 LW3247
 LW3247'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LW3247'STATION IS LOCATED ON THE HIGHEST PART OF HINCKLEY HILL, IN THE
 LW3247'TOWN OF PAWCATUCK, ONE MILE WEST OF THE CONNECTICUT-RHODE ISLAND
 LW3247'STATE LINE.
 LW3247'
 LW3247'STATION MARK IS A STANDARD DISK STAMPED HINCKLEY 2 1964, SET
 LW3247'IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 8 INCHES.  IT
 LW3247'IS ABOUT 200 FEET NORTHWEST OF ARCHER AVENUE, 30 FEET SOUTHEAST
 LW3247'OF A PROPOSED 90-FOOT DIAMETER CONCRETE RESERVOIR THAT IS
 LW3247'EXPECTED TO HAVE A CONCRETE TOP 15 FEET ABOVE GROUND, AND IS
 LW3247'1.5 FEET EAST OF A METAL WITNESS POST.
 LW3247'
 LW3247'RM 1 IS A STANDARD DISK STAMPED HINCKLEY NO. 1 1934 SET IN A
 LW3247'DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT.  IT IS AT THE
 LW3247'NORTH END OF THE BACK YARD OF A HOUSE ON WHEELER DRIVE.
 LW3247'
 LW3247'RM 2 IS A STANDARD DISK STAMPED HINCKLEY NO 2 1934, SET IN A
 LW3247'DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT IS EXPECTED
 LW3247'TO BE 35 FEET NORTHWEST OF THE PROPOSED CONCRETE RESERVOIR, AND
 LW3247'WHEN RECOVERED IN 1964 WAS BENEATH A THIN LAYER OF DIRT AND
 LW3247'MATTED POISON-IVY VINES.  THE ARROW DOES NOT POINT TOWARD THE
 LW3247'STATION MARK AS DOES RM 1, BUT POINTS ABOUT 17 DEGREES TO THE
 LW3247'LEFT.
 LW3247'
 LW3247'TO REACH THE STATION FROM U.S. HIGHWAY 1, AT THE RAILROAD
 LW3247'UNDERPASS IN THE CENTER OF PAWCATUCK, GO WEST ON U.S. 1 FOR 0.5
 LW3247'MILE TO A Y FORK (U.S. 1 GOES LEFT), TAKE THE RIGHT FORK AND
 LW3247'CONTINUE WESTERLY ON WEST BROAD STREET FOR 0.4 MILE TO WHEELER
 LW3247'DRIVE ON THE RIGHT NEAR THE TOP OF THE GRADE, TURN RIGHT AND GO 0.1
 LW3247'MILE TO A T INTERSECTION AT ASHER AVENUE, TURN LEFT AND
 LW3247'FOLLOW ASHER AVE.  TO THE TOP OF THE HILL AND THE STATION ON
 LW3247'THE LEFT, A LITTLE LESS THAN 0.1 MILE.
 LW3247
 LW3247                          STATION RECOVERY (1969)
 LW3247
 LW3247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3247'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED AND FOUND IN
 LW3247'GOOD CONDITION.  WHEN THE RESERVOIR WAS BUILT IT WAS BUILT ON LINE
 LW3247'BETWEEN THE STATION MARK AND RM 2 AND IT WAS IMPOSSIBLE TO
 LW3247'MEASURE TO RM 2 AT THIS TIME.  RM 3 WAS ESTABLISHED AT THIS
 LW3247'TIME.  THE DIRECTION TO RM 1 AND RM 2 CHECKED WITH THE PREVIOUS
 LW3247'DESCRIPTION.  THE DISTANCE TO RM 1 WAS FOUND TO BE 0.32 FOOT
 LW3247'LONGER THAN THE PREVIOUS MEASUREMENT.
 LW3247'
 LW3247'DUE TO VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3247'
 LW3247'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE CONNECTICUT AND
 LW3247'RHODE ISLAND STATE LINE, ON THE NORTH EDGE OF PAWCATUCK AND ON
 LW3247'PROPERTY OWNED BY MR. JOSEPH COMELLA.
 LW3247'
 LW3247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW3247'HIGHWAYS 91 AND 3 AT THE EAST EDGE OF WESTERLY, GO WESTERLY ON
 LW3247'HIGHWAY 1 FOR 0.85 MILE TO A FORK WHERE HIGHWAY 1 GOES
 LW3247'SOUTHWEST.  CONTINUE AHEAD ON WEST BROAD STREET FOR 0.45 MILE TO A
 LW3247'SIDE STREET RIGHT.  TURN RIGHT AND GO NORTHEAST ON WHEELER DRIVE
 LW3247'FOR 0.1 MILE TO A T INTERSECTION.  TURN LEFT AND GO NORTHWEST ON
 LW3247'ASHER AVENUE FOR 0.15 MILE TO THE SITE OF A LARGE CONCRETE
 LW3247'RESERVOIR AND THE STATION AS DESCRIBED.
 LW3247'
 LW3247'STATION MARK, STAMPED HINCKLEY 2 1964 IS A STANDARD DISK
 LW3247'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 6 INCHES.  IT
 LW3247'IS 78.5 FEET EAST OF AN OLD IRON WATER PUMP, 36.5 FEET WEST OF A
 LW3247'MANY TRUNKED TREE, 30 FEET EAST-SOUTHEAST OF THE RESERVOIR, 28.5
 LW3247'FEET NORTH OF A 10-INCH TREE AND 11 FEET EAST OF A TWIN TRUNKED
 LW3247'TREE.  (NOTE--4)
 LW3247'
 LW3247'RM 1, STAMPED HINCKLEY NO 1 1934 IS A STANDARD DISK CEMENTED IN
 LW3247'A DRILL HOLE IN A BOULDER THAT PROJECTS 15 INCHES.  IT IS 64.5
 LW3247'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 LW3247'BUILDING, 48.5 FEET SOUTH OF A MANY TRUNKED TREE, 30 FEET SOUTHWEST
 LW3247'OF A ROCK FENCE AND 21 FEET EAST OF THE NORTHERN MOST
 LW3247'EVERGREEN TREE OF A ROW.  (NOTE--12C)
 LW3247'
 LW3247'RM 2, STAMPED HINCKLEY NO 2 1934 IS A STANDARD DISK CEMENTED IN A
 LW3247'DRILL HOLE IN A BOULDER THAT PROJECTS 5 INCHES.  IT IS 150 FEET
 LW3247'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 65 FEET
 LW3247'NORTHWEST OF THE PUMP, 33 FEET WEST OF THE RESERVOIR, 14 FEET
 LW3247'NORTH OF A TRIPLE TRUNKED TREE AND 4 FEET EAST-NORTHEAST OF AN
 LW3247'8-INCH TREE.  (NOTE--12C)
 LW3247'
 LW3247'RM 3, STAMPED HINCKLEY 2 1964 NO 3 1969 IS A STANDARD DISK
 LW3247'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 23 INCHES.  IT
 LW3247'IS 93 FEET WEST OF A RESERVOIR, 52 FEET NORTHEAST OF A MANY
 LW3247'TRUNKED TREE, 37 FEET NORTHWEST OF A ROCK FENCE AND 29 FEET SOUTH
 LW3247'OF A TWIN TRUNKED TREE.  (NOTE--12C) NOTE--NO MEASUREMENT
 LW3247'BETWEEN RMS DUE TO TREES AND BRUSH.
 LW3247'
 LW3247'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 LW3247
 LW3247                          STATION RECOVERY (1975)
 LW3247
 LW3247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3247'THE STATION AND REFERENCE MARK 2 WAS RECOVERED IN GOOD
 LW3247'CONDITION.  REFERENCE MARKS 1 AND 3 WERE NOT RECOVERED.  THE
 LW3247'AREA HAS BEEN FILLED AND A SEARCH COULD NOT BE MADE WITHOUT
 LW3247'DIGGING UP THE LAWN OF A HOUSE.  REFERENCE MARK 1 LOOKS LIKE
 LW3247'IT MIGHT HAVE ABOUT 2 FEET OF DIRT OVER IT AND REFERENCE
 LW3247'MARK 3 ABOUT 8 FEET.  REFERENCE MARK 2 IS NOT VISIBLE TO THE
 LW3247'STATION (BLOCKED BY A CONCRETE RESERVOIR) AND A DIRECTION
 LW3247'OR DISTANCE COULD NOT BE OBTAINED AT THIS TIME.  HINCKLEY
 LW3247'3 WAS ESTABLISHED AT THIS TIME ON TOP OF THE CONCRETE
 LW3247'RESERVOIR.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3247'
 LW3247'STATION IS LOCATED IN THE NORTHWEST EDGE OF PAWCATUCK, ABOUT
 LW3247'1 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW3247'HIGHWAY 2, JUST WEST OF ASHER DRIVE, AT THE SITE OF A LARGE
 LW3247'CONCRETE RESERVOIR AND IN THE BACK YARD OF THE HOME OF MR.
 LW3247'ALFRED MC GUINNESS, PHONE NUMBER 599-4510.
 LW3247'
 LW3247'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY
 LW3247'AND STATE HIGHWAY 2 IN PAWCATUCK, GO WEST ON HIGHWAY 1 FOR
 LW3247'0.4 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE WEST ON WEST
 LW3247'BROAD STREET FOR 0.3 MILE TO THE JUNCTION OF FERNANDO
 LW3247'DRIVE.  TURN RIGHT AND GO NORTH ON FERNANDO DRIVE FOR 0.1 MILE TO
 LW3247'THE JUNCTION OF ASHER DRIVE.  TURN LEFT AND GO NORTHWEST ON
 LW3247'ASHER DRIVE FOR 0.2 MILE TO A SIDE STREET LEFT.  TURN LEFT
 LW3247'AND GO WEST ON THE SIDE STREET FOR 0.05 MILE TO A DRIVEWAY
 LW3247'LEADNG TO A CONCRETE RESERVOIR.  TURN LEFT AND GO SOUTHERLY
 LW3247'ON THE DRIVEWAY FOR ABOUT 50 YARDS TO THE CONCRETE RESERVOIR
 LW3247'AND THE STATION AS DESCRIBED.
 LW3247'
 LW3247'STATION MARK, STAMPED HINCKLEY 2 1964, IS A STANDARD DISK
 LW3247'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 6
 LW3247'INCHES BELOW THE GROUND SURFACE.  IT IS 66.8 FEET WEST-SOUTHWEST OF
 LW3247'THE NORTHWEST CORNER OF MR. ALFRED MC GUINNESSS HOME, 47 FEET EAST
 LW3247'OF A PIPE ON THE SOUTHWEST WALL OF THE RESERVOIR, 36.5 FEET WEST
 LW3247'OF A GROUP OF TREES, 30 FEET EAST-SOUTHEAST OF THE RESERVOIR,
 LW3247'28.5 FEET NORTH OF A 12-INCH MAPLE TREE AND 11 FEET EAST OF A
 LW3247'TWIN TRUNKED MAPLE TREE.
 LW3247'
 LW3247'REFERENCE MARK 2, STAMPED HINCKLEY NO 2 1934, IS A
 LW3247'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LW3247'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LW3247'150 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 33
 LW3247'FEET WEST OF THE RESERVOIR, 14 FEET NORTH OF A TRIPLE TRUNKED
 LW3247'TREE AND 4 FEET NORTHEAST OF AN 8-INCH TREE.
 LW3247'
 LW3247'NOTE--A TRAVERSE CONNECTION WAS MADE TO HINCKLEY
 LW3247'3 THE DISTANCE BEING 23.8040 METERS OR (78.10 FT)
 LW3247'
 LW3247'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3247'
 LW3247'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3247'IN THE NORTHWEST EDGE OF PAWCATUCK.
 LW3247
 LW3247                          STATION RECOVERY (1985)
 LW3247
 LW3247'RECOVERY NOTE BY US POWER SQUADRON 1985 (BWR)
 LW3247'HINCKLEY 2 FOUND GOOD.
 LW3247'STATION IS LOCATED 67 FEET FROM NORTHWEST CORNER OF HOME OF
 LW3247'ALEXANDER AUSTIN.  76.8 FEET FROM SOUTHWEST CORNER OF THIS HOUSE.
 LW3247'STATION ABOUT 10 INCHES BELOW SURFACE OF LAWN.  COULD NOT FIND ANY
 LW3247'OF THE REFERENCE MARKS.  (RM 1, 2, 3) CONSIDERABLE NEW HOME
 LW3247'DEVELOPMENT FOUND IN THIS AREA.  SOUTHEAST OF WATER TANK HAS
 LW3247'RECENTLY BEEN BULDOZED.  THE MANY-TRUNKED TREE STILL IN EXISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3265 ***********************************************************************
 LW3265  DESIGNATION -  HINCKLEY 3
 LW3265  PID         -  LW3265
 LW3265  STATE/COUNTY-  CT/NEW LONDON
 LW3265  USGS QUAD   -  ASHAWAY (1984)
 LW3265
 LW3265                         *CURRENT SURVEY CONTROL
 LW3265  ___________________________________________________________________
 LW3265* NAD 83(1996)-  41 22 49.71450(N)    071 51 03.00089(W)     ADJUSTED  
 LW3265* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 LW3265  ___________________________________________________________________
 LW3265  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LW3265  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW3265
 LW3265  HORZ ORDER  -  FIRST
 LW3265
 LW3265.The horizontal coordinates were established by classical geodetic methods
 LW3265.and adjusted by the National Geodetic Survey in August 1998..
 LW3265
 LW3265.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3265
 LW3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3265
 LW3265.The geoid height was determined by GEOID03.
 LW3265
 LW3265;                    North         East     Units Scale Factor Converg.
 LW3265;SPC CT       -   213,555.996   380,013.079   MT  0.99998670   +0 35 46.3
 LW3265;SPC CT       -   700,641.63  1,246,759.58   sFT  0.99998670   +0 35 46.3
 LW3265;SPC RI       -    33,059.404    70,653.104   MT  1.00000434   -0 13 54.9
 LW3265;SPC RI       -   108,462.39    231,801.06   sFT  1.00000434   -0 13 54.9
 LW3265;UTM  19      - 4,584,917.172   261,611.993   MT  1.00029943   -1 53 07.6
 LW3265
 LW3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3265!SPC CT       -   0.99999329  x   0.99998670  =   0.99997999
 LW3265!SPC RI       -   0.99999329  x   1.00000434  =   0.99999763
 LW3265!UTM  19      -   0.99999329  x   1.00029943  =   1.00029272
 LW3265
 LW3265:                Primary Azimuth Mark                     Grid Az
 LW3265:SPC CT       -  HINCKLEY 3 AZ MK                         024 21 30.8
 LW3265:SPC RI       -  HINCKLEY 3 AZ MK                         025 11 12.0
 LW3265:UTM  19      -  HINCKLEY 3 AZ MK                         026 50 24.7
 LW3265
 LW3265|---------------------------------------------------------------------|
 LW3265| PID    Reference Object                     Distance      Geod. Az  |
 LW3265|                                                           dddmmss.s |
 LW3265| CB7784 HINCKLEY 3 AZ MK                                   0245717.1 |
 LW3265| LW3248 WESTERLY WARD HIGH SCH CUPOLA       APPROX. 2.7 KM 1012440.0 |
 LW3265|---------------------------------------------------------------------|
 LW3265
 LW3265                          SUPERSEDED SURVEY CONTROL
 LW3265
 LW3265  NAD 83(1992)-  41 22 49.71321(N)    071 51 03.00010(W) AD(       ) 1
 LW3265  NAD 83(1986)-  41 22 49.71269(N)    071 51 03.00223(W) AD(       ) 1
 LW3265  NAD 27      -  41 22 49.35526(N)    071 51 04.75087(W) AD(       ) 1
 LW3265  NGVD 29 (07/19/86)   73.6    (m)          241.     (f) VERT ANG       
 LW3265
 LW3265.Superseded values are not recommended for survey control.
 LW3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3265.See file dsdata.txt to determine how the superseded data were derived.
 LW3265
 LW3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6161284917(NAD 83)
 LW3265_MARKER: DS = TRIANGULATION STATION DISK
 LW3265_SETTING: 0 = UNSPECIFIED SETTING
 LW3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 LW3265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3265
 LW3265  HISTORY     - Date     Condition        Report By
 LW3265  HISTORY     - 1975     MONUMENTED       NGS
 LW3265  HISTORY     - 1987     GOOD             RIGS
 LW3265
 LW3265                          STATION DESCRIPTION
 LW3265
 LW3265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3265'THE STATION IS LOCATED IN THE NORTHWEST EDGE OF PAWCATUCK,
 LW3265'ABOUT 1 MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 1 AND
 LW3265'STATE HIGHWAY 2, JUST WEST OF ASHER DRIVE AND ATOP OF A LARGE
 LW3265'CONCRETE WATER RESERVOIR OWNED BY THE CITY OF WESTERLY, RHODE
 LW3265'ISLAND.  FOR INFORMATION ABOUT THIS STATION CONTACT MR. OSCAR
 LW3265'CHAPMAN JR., DIRECTOR OF PUBLIC WORKS, TOWN OF WESTERLY.
 LW3265'TELEPHONE NUMBER 401-596-2211.
 LW3265'
 LW3265'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LW3265'STATE HIGHWAY 2 IN PAWCATUCK, GO WEST ON HIGHWAY 1 FOR 0.4 MILE
 LW3265'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST ON WEST BROAD
 LW3265'STREET FOR 0.3 MILE TO THE JUNCTION OF FERNANDO DRIVE.  TURN
 LW3265'RIGHT AND GO NORTH ON FERNANDO DRIVE FOR 0.1 MILE TO THE
 LW3265'JUNCTION OF ASHER DRIVE.  TURN LEFT AND GO NORTHWEST ON ASHER
 LW3265'DRIVE FOR 0.2 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO
 LW3265'WEST ON THE SIDE STREET FOR 0.05 MILE TO A DRIVEWAY LEADING TO
 LW3265'A CONCRETE RESERVOIR, TURN LEFT AND GO SOUTHERLY ON THE
 LW3265'DRIVEWAY FOR ABOUT 50 YARDS TO THE CONCRETE RESERVOIR AND THE
 LW3265'STATION ATOP.
 LW3265'
 LW3265'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE
 LW3265'HIGHWAY 95 AND STATE HIGHWAY 2, JUST NORTH OF PAWCATUCK, GO
 LW3265'SOUTHERLY ON HIGHWAY 2 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 LW3265'LEFT AS DESCRIBED.
 LW3265'
 LW3265'THE STATION MARK IS A STANDARD DISK STAMPED HINCKLEY 3 1975,
 LW3265'CEMENTED IN A DRILL HOLE IN THE CONCRETE TOP OF THE RESERVOIR
 LW3265'AND FLUSH WITH THE TOP OF THE RESERVOIR.
 LW3265'
 LW3265'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LW3265'HINCKLEY 3 AZ 1975, CEMENTED IN A DRILL HOLE IN THE TOP OF AN
 LW3265'OUTCROP OF BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW3265'IS 98 FEET NORTH OF THE APPROXIMATE CENTER OF FAULISE STREET,
 LW3265'83 FEET NORTHEAST OF THE NORTHEAST ONE OF FOUR CATCH BASINS,
 LW3265'65 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 2, 21.6 FEET
 LW3265'NORTH OF A METAL WITNESS POST, 4 FEET NORTHEAST OF A CUTBANK, 1
 LW3265'FOOT SOUTHWEST OF A CUTBANK AND ABOUT 20 FEET HIGHER THAN THE
 LW3265'HIGHWAY ROADBED.
 LW3265'
 LW3265'HINCKLEY 2 1964 IS A STANDARD STATION MARK DISK STAMPED
 LW3265'HINCKLEY 2 1964, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LW3265'BOULDER WHICH IS ABOUT 6 INCHES BELOW THE GROUND SURFACE.  IT IS
 LW3265'66.8 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF MR. ALFRED
 LW3265'MC GUINNESSS HOME, 47 FEET EAST OF A PIPE ON THE SOUTHWEST WALL
 LW3265'OF THE RESERVOIR, 36.5 FEET WEST OF A GROUP OF TREES, 30 FEET
 LW3265'EAST-SOUTHEAST OF THE RESERVOIR, 28.5 FEET NOTH OF A 12-INCH
 LW3265'MAPLE TREE AND 11 FEET EAST OF A TWIN TRUNKED TREE.
 LW3265'
 LW3265'HINCKLEY 3 WAS ESTABLISHED AT THIS TIME DUE TO THE FACT THAT
 LW3265'HINCKLEY 2 1964 IS LOCATED IN THE BACK YARD OF MR ALFRED
 LW3265'MC GUINNESSS HOME AND IT COULD NOT BE BUILT OVER.
 LW3265'
 LW3265'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LW3265
 LW3265                          STATION RECOVERY (1987)
 LW3265
 LW3265'RECOVERY NOTE BY RHODE ISLAND GEODETIC SURVEY 1987 (GEC)
 LW3265'THE STATION WAS RECOVERED AT THIS DATE.
 LW3265'
 LW3265'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7592 ***********************************************************************
 LX7592  DESIGNATION -  HINE
 LX7592  PID         -  LX7592
 LX7592  STATE/COUNTY-  CT/NEW HAVEN
 LX7592  USGS QUAD   -  ANSONIA (1984)
 LX7592
 LX7592                         *CURRENT SURVEY CONTROL
 LX7592  ___________________________________________________________________
 LX7592* NAD 83(1996)-  41 17 54.33696(N)    073 02 31.15061(W)     ADJUSTED  
 LX7592* NAVD 88     -        86.0    (meters)     282.     (feet)  VERTCON   
 LX7592  ___________________________________________________________________
 LX7592  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 LX7592  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX7592
 LX7592  HORZ ORDER  -  FIRST
 LX7592
 LX7592.The horizontal coordinates were established by classical geodetic methods
 LX7592.and adjusted by the National Geodetic Survey in August 1998..
 LX7592
 LX7592.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7592
 LX7592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7592
 LX7592.The geoid height was determined by GEOID03.
 LX7592
 LX7592;                    North         East     Units Scale Factor Converg.
 LX7592;SPC CT       -   204,093.656   280,345.682   MT  0.99999152   -0 11 37.0
 LX7592;SPC CT       -   669,597.27    919,767.46   sFT  0.99999152   -0 11 37.0
 LX7592;UTM  18      - 4,573,735.185   663,931.150   MT  0.99993074   +1 17 33.1
 LX7592
 LX7592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7592!SPC CT       -   0.99999115  x   0.99999152  =   0.99998267
 LX7592!UTM  18      -   0.99999115  x   0.99993074  =   0.99992190
 LX7592
 LX7592|---------------------------------------------------------------------|
 LX7592| PID    Reference Object                     Distance      Geod. Az  |
 LX7592|                                                           dddmmss.s |
 LX7592| CR9691 HINE RM 1                            15.853 METERS 04726     |
 LX7592| CR9692 HINE RM 2                                          33508     |
 LX7592|---------------------------------------------------------------------|
 LX7592
 LX7592                          SUPERSEDED SURVEY CONTROL
 LX7592
 LX7592  NAD 83(1992)-  41 17 54.33597(N)    073 02 31.15043(W) AD(       ) 1
 LX7592  NAD 83(1986)-  41 17 54.33740(N)    073 02 31.15576(W) AD(       ) 1
 LX7592  NAD 83(1986)-  41 17 54.33656(N)    073 02 31.15544(W) AD(       ) 1
 LX7592  NGVD 29 (01/16/90)   86.3    (m)          283.     (f) VERT ANG       
 LX7592
 LX7592.Superseded values are not recommended for survey control.
 LX7592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7592.See file dsdata.txt to determine how the superseded data were derived.
 LX7592
 LX7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6393173735(NAD 83)
 LX7592_MARKER: DS = TRIANGULATION STATION DISK
 LX7592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7592+STABILITY: SURFACE MOTION
 LX7592
 LX7592  HISTORY     - Date     Condition        Report By
 LX7592  HISTORY     - 1982     MONUMENTED       NGS
 LX7592  HISTORY     - 19910304 GOOD             USPSQD
 LX7592
 LX7592                          STATION DESCRIPTION
 LX7592
 LX7592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7592'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) WEST-SOUTHWEST
 LX7592'OF NEW HAVEN, 7.2 KM (4.5 MI) NORTH-NORTHEAST OF THE
 LX7592'JUNCTION OF STATE HIGHWAY 121 AND U.S. HIGHWAY 1 AND
 LX7592'4.8 KM (3.0 MI) SOUTHEAST OF DERBY.
 LX7592'OWNERSHIP--ROWLAND A HINE, 877 GRASSY HILL ROAD, ORANGE
 LX7592'CT 06477, PHONE 203-795-4545.
 LX7592'
 LX7592'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7592'34 AND 121, ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF DERBY.
 LX7592'GO SOUTH ON HIGHWAY 121 FOR 1.2 KM (0.75 MI) TO
 LX7592'WILDWOOD DRIVE ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY
 LX7592'121 FOR 0.2 KM (0.1 MI) TO A PAVED DRIVEWAY ON THE LEFT.
 LX7592'TURN LEFT AND GO EAST ON THE DRIVEWAY FOR ABOUT 10 METERS
 LX7592'(33 FT) TO THE STATION ON THE RIGHT, ABOUT 18 METERS
 LX7592'(57 FT) SOUTH OF THE DRIVE.
 LX7592'
 LX7592'THE STATION IS A STANDARD NGS DISK
 LX7592'STAMPED---HINE 1982---,
 LX7592'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7592'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7592'26.21 METERS (86.0 FT) EAST FROM THE CENTER OF STATE
 LX7592'HIGHWAY 121,
 LX7592'17.37 METERS (57.0 FT) SOUTH FROM SNET CO POLE NUMBER 3978,
 LX7592'15.54 METERS (51.0 FT) WEST-SOUTHWEST FROM A TRIPLE TRUNKED MAPLE
 LX7592'TREE AND
 LX7592'6.10 METERS (20.0 FT) NORTHWEST FROM A WITNESS POST.
 LX7592'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7592'STAMPED---HINE 1982---,
 LX7592'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7592'
 LX7592'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7592'STAMPED---HINE NO 1 1982---,
 LX7592'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7592'16.25 METERS (53.3 FT) SOUTHEAST FROM SNET CO POLE 3978,
 LX7592'4.11 METERS (13.5 FT) NORTH FROM AN EIGHT TRUNKED MAPLE TREE, AND
 LX7592'0.91 METERS (3.0 FT) SOUTH-SOUTHEAST FROM A TRIPLE TRUNKED MAPLE
 LX7592'TREE.
 LX7592'MARK IS LEVEL WITH STATION.
 LX7592'
 LX7592'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7592'STAMPED---HINE NO 2 1982---,
 LX7592'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7592'36.73 METERS (120.5 FT) EAST FROM A WHITE FLAG POLE,
 LX7592'25.42 METERS (83.4 FT) NORTH-NORTHWEST FROM SNET CO POLE NUMBER
 LX7592'3978 AND
 LX7592'19.35 METERS (63.5 FT) NORTH FROM THE APPROXIMATE CENTER OF A
 LX7592'PAVED DRIVEWAY.
 LX7592'MARK IS LEVEL WITH STATION.
 LX7592'
 LX7592'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREES ARE ON LINE.
 LX7592'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH OR A LONG REFERENCE
 LX7592'MARK.
 LX7592'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX7592'
 LX7592'DESCRIBED BY D.R. VARNEY, CHECKED J.N. LEONHARDT.
 LX7592
 LX7592                          STATION RECOVERY (1991)
 LX7592
 LX7592'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5887 ***********************************************************************
 LX5887  DESIGNATION -  HINRICHS
 LX5887  PID         -  LX5887
 LX5887  STATE/COUNTY-  CT/MIDDLESEX
 LX5887  USGS QUAD   -  ESSEX (1977)
 LX5887
 LX5887                         *CURRENT SURVEY CONTROL
 LX5887  ___________________________________________________________________
 LX5887* NAD 83(1996)-  41 20 32.39415(N)    072 23 17.21133(W)     ADJUSTED  
 LX5887* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 LX5887  ___________________________________________________________________
 LX5887  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX5887  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX5887
 LX5887  HORZ ORDER  -  SECOND
 LX5887
 LX5887.The horizontal coordinates were established by classical geodetic methods
 LX5887.and adjusted by the National Geodetic Survey in August 1998..
 LX5887
 LX5887.The orthometric height was scaled from a topographic map.
 LX5887
 LX5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5887
 LX5887.The geoid height was determined by GEOID03.
 LX5887
 LX5887;                    North         East     Units Scale Factor Converg.
 LX5887;SPC CT       -   208,991.784   335,089.424   MT  0.99998869   +0 14 23.8
 LX5887;SPC CT       -   685,667.21  1,099,372.55   sFT  0.99998869   +0 14 23.8
 LX5887;UTM  18      - 4,580,051.729   718,532.903   MT  1.00018777   +1 43 33.5
 LX5887
 LX5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5887!SPC CT       -   0.99999931  x   0.99998869  =   0.99998800
 LX5887!UTM  18      -   0.99999931  x   1.00018777  =   1.00018708
 LX5887
 LX5887:                Primary Azimuth Mark                     Grid Az
 LX5887:SPC CT       -  BROCKWAY REACH LIGHT                     006 48 29.4
 LX5887:UTM  18      -  BROCKWAY REACH LIGHT                     005 19 19.7
 LX5887
 LX5887|---------------------------------------------------------------------|
 LX5887| PID    Reference Object                     Distance      Geod. Az  |
 LX5887|                                                           dddmmss.s |
 LX5887| LX6067 BROCKWAY REACH LIGHT                APPROX. 4.9 KM 0070253.2 |
 LX5887| LX5918 BROCKWAY ISLAND LIGHT               APPROX. 3.1 KM 0183646.0 |
 LX5887| LX5880 ELYS LANDING DOCK HOUSE GABLE       APPROX. 2.5 KM 0240657.9 |
 LX5887| LX5764 HAMBURG CHURCH BELFRY               APPROX. 5.9 KM 0330412.4 |
 LX5887| LX5836 HOWARDS BARN CUPOLA                 APPROX. 1.6 KM 0462304.8 |
 LX5887| CZ6607 HINRICHS RM 2                         9.230 METERS 06140     |
 LX5887| LX5812 LORDS HILL WATER TANK               APPROX. 3.8 KM 0640828.5 |
 LX5887| LX5839 MEADOW SHACK CHIMNEY                APPROX. 1.9 KM 0805614.7 |
 LX5887| LX5846 BOWENS CHIMNEY                      APPROX. 3.4 KM 0891337.4 |
 LX5887| LX5849 BULKLEYS CHIMNEY                    APPROX. 4.2 KM 0925648.0 |
 LX5887| LX5916 ANDERSONS BARN CUPOLA               APPROX. 0.6 KM 1501528.1 |
 LX5887| LX5913 BOOK HILL RESET                     APPROX. 3.6 KM 3243713.9 |
 LX5887| LX5906 EVANS CUPOLA                        APPROX. 1.1 KM 3250004.3 |
 LX5887| LX5920 CHENEYS CHIMNEY                     APPROX. 1.3 KM 3282506.3 |
 LX5887| LX5905 ESSEX SCHOOL CUPOLA                 APPROX. 1.5 KM 3411700.2 |
 LX5887| LX5901 ESSEX CONG CHURCH BELFRY            APPROX. 1.2 KM 3424107.4 |
 LX5887| LX5902 ESSEX METH CHURCH BELFRY            APPROX. 1.3 KM 3434148.9 |
 LX5887| CZ6606 HINRICHS RM 1                        10.430 METERS 34524     |
 LX5887| LX5900 ESSEX BAP CHURCH TOWER              APPROX. 1.5 KM 3461605.3 |
 LX5887| LX5904 ST JOHNS MEMORIAL CH TOWER          APPROX. 1.1 KM 3565938.3 |
 LX5887| LX5903 CHURCHILLS CHIMNEY                  APPROX. 2.6 KM 3580803.5 |
 LX5887|---------------------------------------------------------------------|
 LX5887
 LX5887                          SUPERSEDED SURVEY CONTROL
 LX5887
 LX5887  NAD 83(1992)-  41 20 32.39320(N)    072 23 17.21103(W) AD(       ) 2
 LX5887  NAD 83(1986)-  41 20 32.39512(N)    072 23 17.21430(W) AD(       ) 2
 LX5887  NAD 27      -  41 20 32.03900(N)    072 23 18.91700(W) AD(       ) 2
 LX5887
 LX5887.Superseded values are not recommended for survey control.
 LX5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5887.See file dsdata.txt to determine how the superseded data were derived.
 LX5887
 LX5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1853380052(NAD 83)
 LX5887
 LX5887  HISTORY     - Date     Condition        Report By
 LX5887  HISTORY     - 1934     MONUMENTED       CGS
 LX5887  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5887  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5887  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5887  HISTORY     - 1984     GOOD             USPSQD
 LX5887  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX5887
 LX5887                          STATION DESCRIPTION
 LX5887
 LX5887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5887'THIS STATION IS ON THE PROPERTY OF DUNBAR N. HINRICHS IN THE S
 LX5887'END OF THE VILLAGE OF ESSEX.
 LX5887'
 LX5887'TO REACH STATION--LEAVE ESSEX SQUARE BY WEST AVENUE, GO 0.8
 LX5887'MILE.  TURN LEFT ON ROUTE 9.  GO 1.0 MILE TO HINRICHS PROPERTY
 LX5887'ON THE E SIDE OF HIGHWAY.  THE PLACE IS MARKED BY AN OLD
 LX5887'MILE-STONE OF THE HARTFORD-SAYBROOK TURNPIKE READING 37
 LX5887'HARTFORD.  TURN LEFT INTO DRIVEWAY AND GO 0.1 MILE ALONG A
 LX5887'PRIVATE ROAD LEADING TO THE RIVER.  THE STATION IS ABOUT 63
 LX5887'METERS NORTHERLY OF THIS POINT, ON THE FIRST HILL EASTERLY OF
 LX5887'HINRICHS HOUSE.  IT IS NOT ON THE HIGHEST PART OF THE HILL BUT
 LX5887'IS ABOUT 9 METERS WESTERLY.  THE ENTIRE HILLTOP IS
 LX5887'OUTCROPPING LEDGE.  ONE LARGE FLAT PIECE TO THE SOUTHWARD
 LX5887'BEING ABOUT 20 METERS N AND S.  A DETACHED PIECE OF THE
 LX5887'LEDGE MEASURING ABOUT 11 BY 11 FEET BEARS S 25 DEG W
 LX5887'(MAGNETIC) AND IS 6.8 METERS DISTANT.  (BEARING TAKEN ON
 LX5887'THE MIDDLE OF THE NORTHERLY SIDE).
 LX5887'
 LX5887'REFERENCE MARK NO. 1 IS IN A SEPARATE SMOOTH OUTCROP.  IT BEARS
 LX5887'N 03 DEG W (MAGNETIC).  REFERENCE MARK NO. 2 IS IN THE LEDGE AT
 LX5887'THE HIGHEST PART OF THE HILL.  IT BEARS N 73 DEG E (MAGNETIC).
 LX5887'
 LX5887'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LX5887
 LX5887                          STATION RECOVERY (1948)
 LX5887
 LX5887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5887'THIS STATION IS ON THE OLD ESTATE OF DUNBAR N. HINRICHS, IN THE S
 LX5887'END OF THE VILLAGE OF ESSEX.
 LX5887'
 LX5887'TO REACH STATION, LEAVE ESSEX SQUARE BY WEST AVENUE, GO 0.8 MILE
 LX5887'AND TURN LEFT ON ROUTE 9 AND GO 1.0 MILE TO HINRICHS PROPERTY ON E
 LX5887'SIDE OF HIGHWAY.  TURN LEFT ON CROSSTREES HILL ROAD AND GO 0.1
 LX5887'MILE.  THE STATION IS NOT ON THE HIGHEST PART OF THE HILL
 LX5887'BUT IS 9 METERS W.  THE ENTIRE HILLTOP IS AN OUTCROPPING
 LX5887'LEDGE.  ONE LARGE FLAT PIECE TO THE SW IS ABOUT 20 METERS N AND
 LX5887'S, A DETACHED PIECE OF THE LEDGE MEASURING ABOUT 11 FEET BY 11
 LX5887'FEET BEARS S 25 DEGREES W MAGNETIC AND IS 6.8 METERS DISTANT
 LX5887'(BEARING TAKEN ON THE MIDDLE OF THE N SIDE.)
 LX5887'
 LX5887'REFERENCE MARK 1 IS IN A SEPARATE, SMOOTH OUTCROPPING.  IT
 LX5887'BEARS N 3 DEGREES W.  (MAGNETIC).
 LX5887'
 LX5887'REFERENCE MARK 2 IS IN THE LEDGE AT THE HIGHEST PART OF THE
 LX5887'HILL, AND BEARS N. 73 DEGREES E. (MAGNETIC).
 LX5887
 LX5887                          STATION RECOVERY (1954)
 LX5887
 LX5887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5887'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5887'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LX5887'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LX5887'WITH THE FOLLOWING ADDITIONS--
 LX5887'
 LX5887'STATION IS ABOUT 100 FT. N OF THE HOUSE BELONGING TO HELEN
 LX5887'CALLER.
 LX5887'
 LX5887'STATION MARK IS STAMPED HINRICHS 1934.
 LX5887'
 LX5887'REFERENCE MARK 1 IS STAMPED HINRICHS NO 1 1934.
 LX5887'
 LX5887'REFERENCE MARK 2 IS STAMPED HINRICHS NO 2 1934.
 LX5887
 LX5887                          STATION RECOVERY (1961)
 LX5887
 LX5887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5887'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  THE STATION
 LX5887'IS STAMPED, HINRICHS 1934 AND THE R.M.S ARE STAMPED, HINRICHS
 LX5887'NO 1 1934 AND HINRICHS NO 2 1934.  THE PREVIOUS RECOVERY NOTE
 LX5887'BY R.J.S. IN 1948 IS COMPLETE AND ADEQUATE WITH THE FOLLOWING
 LX5887'ADDITIONS.  THE PROPERTY NOW BELONGS TO THE CALLERS AND THEIR
 LX5887'HOUSE IS APPROXIMATELY 30 METERS S.E. OF THE STATION.
 LX5887
 LX5887                          STATION RECOVERY (1984)
 LX5887
 LX5887'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5887'STATION AND R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION
 LX5887'IS COMPLETE AND ACCURATE.
 LX5887
 LX5887                          STATION RECOVERY (1997)
 LX5887
 LX5887'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5887'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3534 ***********************************************************************
 LW3534  DESIGNATION -  HISTORIC STATE LINE MON
 LW3534  PID         -  LW3534
 LW3534  STATE/COUNTY-  CT/WINDHAM
 LW3534  USGS QUAD   -  ONECO (1970)
 LW3534
 LW3534                         *CURRENT SURVEY CONTROL
 LW3534  ___________________________________________________________________
 LW3534* NAD 83(1996)-  41 41 53.43937(N)    071 47 20.53384(W)     ADJUSTED  
 LW3534* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 LW3534  ___________________________________________________________________
 LW3534  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LW3534  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW3534
 LW3534  HORZ ORDER  -  SECOND
 LW3534
 LW3534.The horizontal coordinates were established by classical geodetic methods
 LW3534.and adjusted by the National Geodetic Survey in August 1998..
 LW3534
 LW3534.The orthometric height was scaled from a topographic map.
 LW3534
 LW3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3534
 LW3534.The geoid height was determined by GEOID03.
 LW3534
 LW3534;                    North         East     Units Scale Factor Converg.
 LW3534;SPC CT       -   248,894.194   384,789.563   MT  0.99998725   +0 38 13.8
 LW3534;SPC CT       -   816,580.37  1,262,430.42   sFT  0.99998725   +0 38 13.8
 LW3534;SPC RI       -    68,325.451    75,940.360   MT  1.00000087   -0 11 32.2
 LW3534;SPC RI       -   224,164.42    249,147.66   sFT  1.00000087   -0 11 32.2
 LW3534;UTM  19      - 4,620,025.175   267,919.584   MT  1.00026286   -1 51 22.0
 LW3534
 LW3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3534!SPC CT       -   0.99998609  x   0.99998725  =   0.99997334
 LW3534!SPC RI       -   0.99998609  x   1.00000087  =   0.99998696
 LW3534!UTM  19      -   0.99998609  x   1.00026286  =   1.00024894
 LW3534
 LW3534                          SUPERSEDED SURVEY CONTROL
 LW3534
 LW3534  NAD 83(1996)-  41 41 53.43832(N)    071 47 20.53369(W) AD(       ) 2
 LW3534  NAD 83(1992)-  41 41 53.43834(N)    071 47 20.53315(W) AD(       ) 2
 LW3534  NAD 83(1992)-  41 41 53.43823(N)    071 47 20.53358(W) AD(       ) 2
 LW3534  NAD 83(1986)-  41 41 53.43825(N)    071 47 20.53317(W) AD(       ) 2
 LW3534  NAD 27      -  41 41 53.07756(N)    071 47 22.27596(W) AD(       ) 2
 LW3534
 LW3534.Superseded values are not recommended for survey control.
 LW3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3534.See file dsdata.txt to determine how the superseded data were derived.
 LW3534
 LW3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6792020025(NAD 83)
 LW3534
 LW3534  HISTORY     - Date     Condition        Report By
 LW3534  HISTORY     - 1937     MONUMENTED       CTGS
 LW3534  HISTORY     - 19961117 MARK NOT FOUND   USPSQD
 LW3534
 LW3534                          STATION DESCRIPTION
 LW3534
 LW3534'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3534'SEE STATION ONECO
 LW3534
 LW3534                          STATION RECOVERY (1996)
 LW3534
 LW3534'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3628 ***********************************************************************
 LX3628  DESIGNATION -  HITCHCOCK
 LX3628  PID         -  LX3628
 LX3628  STATE/COUNTY-  CT/LITCHFIELD
 LX3628  USGS QUAD   -  ELLSWORTH (1969)
 LX3628
 LX3628                         *CURRENT SURVEY CONTROL
 LX3628  ___________________________________________________________________
 LX3628* NAD 83(1996)-  41 48 04.38891(N)    073 29 40.63475(W)     ADJUSTED  
 LX3628* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 LX3628  ___________________________________________________________________
 LX3628  LAPLACE CORR-          10.85  (seconds)                    DEFLEC99
 LX3628  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX3628
 LX3628  HORZ ORDER  -  THIRD
 LX3628
 LX3628.The horizontal coordinates were established by classical geodetic methods
 LX3628.and adjusted by the National Geodetic Survey in August 1998..
 LX3628
 LX3628.The orthometric height was scaled from a topographic map.
 LX3628
 LX3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3628
 LX3628.The geoid height was determined by GEOID03.
 LX3628
 LX3628;                    North         East     Units Scale Factor Converg.
 LX3628;SPC CT       -   260,160.599   242,917.719   MT  0.99999402   -0 29 37.4
 LX3628;SPC CT       -   853,543.57    796,972.55   sFT  0.99999402   -0 29 37.4
 LX3628;UTM  18      - 4,628,801.412   625,060.816   MT  0.99979246   +1 00 12.7
 LX3628
 LX3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3628!SPC CT       -   0.99994676  x   0.99999402  =   0.99994078
 LX3628!UTM  18      -   0.99994676  x   0.99979246  =   0.99973923
 LX3628
 LX3628:                Primary Azimuth Mark                     Grid Az
 LX3628:SPC CT       -  ELLSWORTH                                088 47 56.8
 LX3628:UTM  18      -  ELLSWORTH                                087 18 06.7
 LX3628
 LX3628|---------------------------------------------------------------------|
 LX3628| PID    Reference Object                     Distance      Geod. Az  |
 LX3628|                                                           dddmmss.s |
 LX3628| LX3626 ELLSWORTH                           APPROX. 3.5 KM 0881819.4 |
 LX3628|---------------------------------------------------------------------|
 LX3628
 LX3628                          SUPERSEDED SURVEY CONTROL
 LX3628
 LX3628  NAD 83(1996)-  41 48 04.38888(N)    073 29 40.63514(W) AD(       ) 3
 LX3628  NAD 83(1992)-  41 48 04.38940(N)    073 29 40.63520(W) AD(       ) 3
 LX3628  NAD 83(1992)-  41 48 04.39016(N)    073 29 40.63630(W) AD(       ) 3
 LX3628  NAD 83(1986)-  41 48 04.38990(N)    073 29 40.63482(W) AD(       ) 3
 LX3628  NAD 27      -  41 48 04.04000(N)    073 29 42.19000(W) AD(       ) 3
 LX3628
 LX3628.Superseded values are not recommended for survey control.
 LX3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3628.See file dsdata.txt to determine how the superseded data were derived.
 LX3628
 LX3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2506128801(NAD 83)
 LX3628
 LX3628  HISTORY     - Date     Condition        Report By
 LX3628  HISTORY     - 1863     MONUMENTED       CGS
 LX3628
 LX3628                          STATION DESCRIPTION
 LX3628
 LX3628'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (EB)
 LX3628'A HOLE WAS DRILLED IN A LARGE BOULDER IN FIELD BELONGING TO
 LX3628'HITCHCOCK AND AN 11 FOOT POLE PAINTED IN BLACK AND WHITE BANDS
 LX3628'WITH TWO SMALL KEGS AT TOP, ONE KEG COVERED WITH WHITE COTTON, WAS
 LX3628'ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7641 ***********************************************************************
 LX7641  DESIGNATION -  HOFMAN 2
 LX7641  PID         -  LX7641
 LX7641  STATE/COUNTY-  CT/MIDDLESEX
 LX7641  USGS QUAD   -  MIDDLETOWN (1992)
 LX7641
 LX7641                         *CURRENT SURVEY CONTROL
 LX7641  ___________________________________________________________________
 LX7641* NAD 83(1996)-  41 37 19.83816(N)    072 40 45.53596(W)     ADJUSTED  
 LX7641* NAVD 88     -        88.     (meters)     289.     (feet)  VERTCON   
 LX7641  ___________________________________________________________________
 LX7641  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LX7641  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX7641
 LX7641  HORZ ORDER  -  THIRD
 LX7641
 LX7641.The horizontal coordinates were established by classical geodetic methods
 LX7641.and adjusted by the National Geodetic Survey in August 1998..
 LX7641
 LX7641.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7641
 LX7641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7641
 LX7641.The geoid height was determined by GEOID03.
 LX7641
 LX7641;                    North         East     Units Scale Factor Converg.
 LX7641;SPC CT       -   240,010.843   310,691.292   MT  0.99998433   +0 02 48.7
 LX7641;SPC CT       -   787,435.57  1,019,326.35   sFT  0.99998433   +0 02 48.7
 LX7641;UTM  18      - 4,610,429.767   693,332.591   MT  1.00005999   +1 32 30.9
 LX7641
 LX7641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7641!SPC CT       -   0.99999081  x   0.99998433  =   0.99997514
 LX7641!UTM  18      -   0.99999081  x   1.00005999  =   1.00005080
 LX7641
 LX7641:                Primary Azimuth Mark                     Grid Az
 LX7641:SPC CT       -  ROCKY HILL VETERANS TANK                 028 59 00.9
 LX7641:UTM  18      -  ROCKY HILL VETERANS TANK                 027 29 18.7
 LX7641
 LX7641|---------------------------------------------------------------------|
 LX7641| PID    Reference Object                     Distance      Geod. Az  |
 LX7641|                                                           dddmmss.s |
 LX7641| LX7016 ROCKY HILL VETERANS TANK            APPROX. 4.5 KM 0290149.6 |
 LX7641| LX7083 ROCKY HILL VET HOSPITAL E TK        APPROX. 4.6 KM 0293454.6 |
 LX7641| CS5358 HOFMAN 2 RM 3                         8.952 METERS 08853     |
 LX7641| LX6958 HOFMAN                               53.218 METERS 19211     |
 LX7641| LX7638 3369                                  9.528 METERS 26236     |
 LX7641|---------------------------------------------------------------------|
 LX7641
 LX7641                          SUPERSEDED SURVEY CONTROL
 LX7641
 LX7641  NAD 83(1992)-  41 37 19.83755(N)    072 40 45.53606(W) AD(       ) 3
 LX7641  NAD 83(1986)-  41 37 19.83951(N)    072 40 45.53781(W) AD(       ) 3
 LX7641  NGVD 29 (06/05/90)   88.     (m)          289.     (f) VERT ANG       
 LX7641
 LX7641.Superseded values are not recommended for survey control.
 LX7641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7641.See file dsdata.txt to determine how the superseded data were derived.
 LX7641
 LX7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9333310430(NAD 83)
 LX7641_MARKER: DS = TRIANGULATION STATION DISK
 LX7641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7641+STABILITY: SURFACE MOTION
 LX7641
 LX7641  HISTORY     - Date     Condition        Report By
 LX7641  HISTORY     - 1983     MONUMENTED       NGS
 LX7641
 LX7641                          STATION DESCRIPTION
 LX7641
 LX7641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 LX7641'THIS STATION WAS ESTABLISHED DUE TO STATION HOFMAN 1935 BEING IN THE
 LX7641'WAY FOR A NEW HOUSE.  HOFMAN 1935 WAS DESTROYED AFTER THIS STATION
 LX7641'WAS ESTABLISHED.  THE AZIMUTH MARK FOR STATION HOFMAN 1935 IS
 LX7641'OBSTRUCTED BY TREES AT THE PRESENT TIME.
 LX7641'
 LX7641'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTH OF MIDDLETOWN, 5.6 KM
 LX7641'(3.5 MI) EAST OF BERLIN, 4.0 KM (2.5 MI) NORTHWEST OF
 LX7641'CROMWELL AND AT THE
 LX7641'SOUTH PROPERTY LINE FOR AN UNDERGROUND RESERVOIR OWNED BY THE TOWN OF
 LX7641'CROMWELL.  IT IS ABOUT 35 YARDS NORTH OF THE PROPOSED NORTHWEST CORNER
 LX7641'OF A HOUSE.
 LX7641'
 LX7641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 72,
 LX7641'ABOUT 1.6 KM (1 MI) WEST OF CROMWELL, GO WEST ON HIGHWAY 72 FOR 0.1
 LX7641'KM (0.05 MI) TO THE JUNCTION OF STATE HIGHWAY 3.  TURN RIGHT AND GO
 LX7641'NORTH ON HIGHWAY 3 FOR 1.6 KM (1 MI) TO A SIDE ROAD RIGHT, SANFORD
 LX7641'LANE.  CONTINUE NORTH ON HIGHWAY 3 FOR 0.4 KM (0.25 MI) TO A SIDE ROAD
 LX7641'LEFT.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 0.5 KM (0.3 MI) TO
 LX7641'THE END OF PAVEMENT AT THE TOP OF HILL.  GO SOUTH ON A FIELD ROAD FOR
 LX7641'215 FT TO A HEDGEROW AND THE STATION AS DESCRIBED.
 LX7641'
 LX7641'THE STATION IS A STANDARD NGS DISK STAMPED--HOFMAN 2 1983--SET INTO
 LX7641'THE TOP OF A 30 CM (12 INCHES) ROUND CONCRETE MONUMENT RECESSED 5 CM
 LX7641'(2 INCHES) BELOW THE GROUND.  THE UNDERGROUND MARK IS A NGS DISK
 LX7641'STAMPED--HOFMAN 2 1983--IMBEDDED 3.0 FT (0.9 METERS) BELOW THE
 LX7641'SURFACE.
 LX7641'
 LX7641'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HOFMAN 2 NO 3
 LX7641'1983--SET INTO THE TOP OF A 30 CM (12 INCHES) ROUND CONCRETE MONUMENT
 LX7641'FLUSH WITH THE SURFACE OF THE GROUND AND 2 FT (0.6 METER) LOWER THAN
 LX7641'THE STATION.
 LX7641'
 LX7641'3369 CTGS STAMPED--3369--IS A COAST AND GEODETIC AND STATE SURVEY DISK
 LX7641'SET IN THE TOP OF A 13 CM (5 INCH) SQUARE CONCRETE POST THAT IS 13 CM
 LX7641'(5 INCHES) UNDERGROUND AND 0.3 METER (1 FT) LOWER THAN THE STATION.
 LX7641'
 LX7641'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--HOFMAN 1935
 LX7641'1978--SET INTO THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE MONUMENT
 LX7641'FLUSH WITH THE SURFACE OF THE GROUND.
 LX7641'
 LX7641'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF HIGHWAY 3 AND
 LX7641'SANFORD LAND TO EAST ON SANFORD LANE
 LX7641'FOR 0.1 KM (0.05 MI) TO A T-ROAD.  TURN RIGHT AND GO
 LX7641'SOUTH AND EAST ON ALEXANDER DRIVE FOR 0.4 KM (0.25 MI) TO THE MARK ON
 LX7641'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6990 ***********************************************************************
 LX6990  DESIGNATION -  HOFMAN AZ MK
 LX6990  PID         -  LX6990
 LX6990  STATE/COUNTY-  CT/MIDDLESEX
 LX6990  USGS QUAD   -  MIDDLETOWN (1992)
 LX6990
 LX6990                         *CURRENT SURVEY CONTROL
 LX6990  ___________________________________________________________________
 LX6990* NAD 83(1996)-  41 36 55.92260(N)    072 40 24.12412(W)     ADJUSTED  
 LX6990* NAVD 88     -        45.9    (meters)     151.     (feet)  VERTCON   
 LX6990  ___________________________________________________________________
 LX6990  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX6990  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX6990
 LX6990  HORZ ORDER  -  SECOND
 LX6990
 LX6990.The horizontal coordinates were established by classical geodetic methods
 LX6990.and adjusted by the National Geodetic Survey in August 1998..
 LX6990
 LX6990.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6990
 LX6990.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6990
 LX6990.The geoid height was determined by GEOID03.
 LX6990
 LX6990;                    North         East     Units Scale Factor Converg.
 LX6990;SPC CT       -   239,273.443   311,187.617   MT  0.99998416   +0 03 02.9
 LX6990;SPC CT       -   785,016.29  1,020,954.71   sFT  0.99998416   +0 03 02.9
 LX6990;UTM  18      - 4,609,705.511   693,848.024   MT  1.00006244   +1 32 44.4
 LX6990
 LX6990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6990!SPC CT       -   0.99999743  x   0.99998416  =   0.99998159
 LX6990!UTM  18      -   0.99999743  x   1.00006244  =   1.00005987
 LX6990
 LX6990                          SUPERSEDED SURVEY CONTROL
 LX6990
 LX6990  NAD 83(1992)-  41 36 55.92199(N)    072 40 24.12420(W) AD(       ) 2
 LX6990  NAD 83(1986)-  41 36 55.92392(N)    072 40 24.12596(W) AD(       ) 2
 LX6990  NAD 27      -  41 36 55.56034(N)    072 40 25.78802(W) AD(       ) 2
 LX6990  NGVD 29 (07/19/86)   46.2    (m)          152.     (f) VERT ANG       
 LX6990
 LX6990.Superseded values are not recommended for survey control.
 LX6990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6990.See file dsdata.txt to determine how the superseded data were derived.
 LX6990
 LX6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9384809706(NAD 83)
 LX6990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6990+STABILITY: SURFACE MOTION
 LX6990
 LX6990  HISTORY     - Date     Condition        Report By
 LX6990  HISTORY     - 1978     MONUMENTED       NGS
 LX6990
 LX6990                          STATION DESCRIPTION
 LX6990
 LX6990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6990'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF MIDDLETOWN, 3-3/4
 LX6990'MILES EAST OF BERLIN, 2-1/2 MILES NORTHWEST OF CROMWELL AND ON
 LX6990'STATE RIGHT-OF-WAY PROPERTY.
 LX6990'
 LX6990'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HOFMAN
 LX6990'1935, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX6990'
 LX6990'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 LX6990'72 ABOUT 1 MILE WEST OF CROMWELL, GO WEST ON HIGHWAY 72 FOR 0.1
 LX6990'MILE TO THE JUNCTION OF STATE HIGHWAY 3.  TURN RIGHT AND GO
 LX6990'NORTH ON HIGHWAY 3 FOR 1.0 MILE TO A SIDE ROAD RIGHT (STANFORD
 LX6990'LANE).  TURN RIGHT ON STANFORD LANE AND GO EAST FOR 0.05 MILE
 LX6990'TO THE JUNCTION OF ALEXANDER DRIVE.  TURN RIGHT AND GO SOUTH
 LX6990'AND EAST ON ALEXANDER DRIVE FOR 0.25 MILE TO THE AZIMUTH MARK
 LX6990'ON THE RIGHT, SET BY UTILITY POLE NUMBER 2091.
 LX6990'
 LX6990'THE STATION MARKS ARE, STANDARD AZIMUTH MARK DISKS
 LX6990'STAMPED---HOFMAN 1935 1978---.  THE SURFACE DISK IS SET IN THE
 LX6990'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LX6990'1 INCH ABOVE THE GROUND SURFACE AND HAS A METAL ROD DRIVEN IN
 LX6990'THE GROUND BESIDE THE MONUMENT.  IT IS 17.8 FEET SOUTHWEST OF
 LX6990'THE CENTER OF ALEXANDER DRIVE, 10.6 FEET NORTHWEST OF THE
 LX6990'CENTER OF A DRIVEWAY AND 3 FEET SOUTHEAST OF UTILITY POLE
 LX6990'NUMBER 2091.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 LX6990'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 LX6990'SURFACE.
 LX6990'
 LX6990'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 LX6990'
 LX6990'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6978 ***********************************************************************
 LX6978  DESIGNATION -  HOFMANS BARN CUPOLA
 LX6978  PID         -  LX6978
 LX6978  STATE/COUNTY-  CT/MIDDLESEX
 LX6978  USGS QUAD   -  MIDDLETOWN (1992)
 LX6978
 LX6978                         *CURRENT SURVEY CONTROL
 LX6978  ___________________________________________________________________
 LX6978* NAD 83(1996)-  41 37 18.87544(N)    072 39 43.44169(W)     ADJUSTED  
 LX6978* NAVD 88     -                                                        
 LX6978  ___________________________________________________________________
 LX6978  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LX6978  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX6978
 LX6978  HORZ ORDER  -  THIRD
 LX6978
 LX6978.The horizontal coordinates were established by classical geodetic methods
 LX6978.and adjusted by the National Geodetic Survey in August 1998..
 LX6978
 LX6978
 LX6978.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6978
 LX6978.The geoid height was determined by GEOID03.
 LX6978
 LX6978;                    North         East     Units Scale Factor Converg.
 LX6978;SPC CT       -   239,982.461   312,128.765   MT  0.99998432   +0 03 29.9
 LX6978;SPC CT       -   787,342.46  1,024,042.46   sFT  0.99998432   +0 03 29.9
 LX6978;UTM  18      - 4,610,438.900   694,770.429   MT  1.00006686   +1 33 12.1
 LX6978
 LX6978                          SUPERSEDED SURVEY CONTROL
 LX6978
 LX6978  NAD 83(1992)-  41 37 18.87485(N)    072 39 43.44175(W) AD(       ) 4
 LX6978  NAD 83(1986)-  41 37 18.87675(N)    072 39 43.44351(W) AD(       ) 4
 LX6978  NAD 27      -  41 37 18.51000(N)    072 39 45.11000(W) AD(       ) 3
 LX6978
 LX6978.Superseded values are not recommended for survey control.
 LX6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6978.See file dsdata.txt to determine how the superseded data were derived.
 LX6978
 LX6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9477010439(NAD 83)
 LX6978
 LX6978  HISTORY     - Date     Condition        Report By
 LX6978  HISTORY     - 1935     MONUMENTED       CGS
 LX6978  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6978
 LX6978                          STATION DESCRIPTION
 LX6978
 LX6978'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6978'THE BARN IS ON THE N SIDE OF COURT STREET ABOUT 1/2 MILE W OF
 LX6978'ROUTE 9 IN THE TOWN OF CROMWELL AND IS THE PROPERTY OF FRANK
 LX6978'HOFMAN.  IT IS A LONG NARROW FRAME BUILDING WITH VERTICAL
 LX6978'SIDING THAT HAS BEEN PAINTED RED.  THERE IS A LARGE DOORWAY IN
 LX6978'THE CENTER OF THE BARN ON THE S SIDE.
 LX6978'
 LX6978'THE CUPOLA IS SQUARE WITH A GABLED ROOF AND IS IN THE CENTER
 LX6978'OF THE BARN.  THE RIDGE POLE OF THE BARN IS E AND W.
 LX6978'
 LX6978'THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 40
 LX6978'FEET.
 LX6978
 LX6978                          STATION RECOVERY (1948)
 LX6978
 LX6978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6978'STATION RECOVERED IN POOR CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3490 ***********************************************************************
 LX3490  DESIGNATION -  HOGAN
 LX3490  PID         -  LX3490
 LX3490  STATE/COUNTY-  CT/LITCHFIELD
 LX3490  USGS QUAD   -  TORRINGTON (1984)
 LX3490
 LX3490                         *CURRENT SURVEY CONTROL
 LX3490  ___________________________________________________________________
 LX3490* NAD 83(1996)-  41 46 38.05980(N)    073 00 47.23520(W)     ADJUSTED  
 LX3490* NAVD 88     -       309.0    (meters)    1014.     (feet)  VERTCON   
 LX3490  ___________________________________________________________________
 LX3490  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 LX3490  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX3490
 LX3490  HORZ ORDER  -  SECOND
 LX3490
 LX3490.The horizontal coordinates were established by classical geodetic methods
 LX3490.and adjusted by the National Geodetic Survey in August 1998..
 LX3490
 LX3490.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3490
 LX3490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3490
 LX3490.The geoid height was determined by GEOID03.
 LX3490
 LX3490;                    North         East     Units Scale Factor Converg.
 LX3490;SPC CT       -   257,263.820   282,925.183   MT  0.99999216   -0 10 28.1
 LX3490;SPC CT       -   844,039.72    928,230.37   sFT  0.99999216   -0 10 28.1
 LX3490;SPC MA M     -   837,443.227    74,208.148   MT  0.99999169   -1 00 59.1
 LX3490;SPC MA M     - 2,747,511.65    243,464.57   sFT  0.99999169   -1 00 59.1
 LX3490;UTM  18      - 4,626,951.676   665,125.027   MT  0.99993553   +1 19 26.5
 LX3490
 LX3490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3490!SPC CT       -   0.99995608  x   0.99999216  =   0.99994824
 LX3490!SPC MA M     -   0.99995608  x   0.99999169  =   0.99994777
 LX3490!UTM  18      -   0.99995608  x   0.99993553  =   0.99989161
 LX3490
 LX3490|---------------------------------------------------------------------|
 LX3490| PID    Reference Object                     Distance      Geod. Az  |
 LX3490|                                                           dddmmss.s |
 LX3490| CF3222 HOGAN RM 1                           16.483 METERS 01304     |
 LX3490| LX3489 HOGAN AZ MK                         APPROX. 0.6 KM 1560121.9 |
 LX3490| CF3223 HOGAN RM 2                           13.213 METERS 28101     |
 LX3490|---------------------------------------------------------------------|
 LX3490
 LX3490                          SUPERSEDED SURVEY CONTROL
 LX3490
 LX3490  NAD 83(1996)-  41 46 38.05955(N)    073 00 47.23536(W) AD(       ) 2
 LX3490  NAD 83(1992)-  41 46 38.05997(N)    073 00 47.23575(W) AD(       ) 2
 LX3490  NAD 83(1992)-  41 46 38.06108(N)    073 00 47.23679(W) AD(       ) 2
 LX3490  NAD 83(1986)-  41 46 38.06106(N)    073 00 47.23719(W) AD(       ) 2
 LX3490  NAD 27      -  41 46 37.70714(N)    073 00 48.85714(W) AD(       ) 2
 LX3490  NGVD 29 (07/19/86)  309.2    (m)         1014.     (f) VERT ANG       
 LX3490
 LX3490.Superseded values are not recommended for survey control.
 LX3490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3490.See file dsdata.txt to determine how the superseded data were derived.
 LX3490
 LX3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6512526952(NAD 83)
 LX3490_MARKER: DS = TRIANGULATION STATION DISK
 LX3490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3490_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3490
 LX3490  HISTORY     - Date     Condition        Report By
 LX3490  HISTORY     - 1980     MONUMENTED       NGS
 LX3490
 LX3490                          STATION DESCRIPTION
 LX3490
 LX3490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3490'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHEAST FROM
 LX3490'TORRINGTON, 2.4 KM (1-1/2 MI) WEST-NORTHWEST FROM BURLINGTON,
 LX3490'1.6 KM (1 MI) EAST FROM HARWINTON, AND ON STATE
 LX3490'HIGHWAY RIGHT-OF-WAY.
 LX3490'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3490'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3490'24 WOLCOTT HILL ROAD, WETHERSFIELD, CT 06109, PHONE 203-566-4638.
 LX3490'
 LX3490'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS
 LX3490'4 AND 72 ABOUT 4 KM (2-1/2 MI) SOUTHEAST FROM TORRINGTON, GO
 LX3490'EAST ON STATE HIGHWAY 4 FOR 1.2 KM (0.75 MI) TO THE STATION ON
 LX3490'THE LEFT JUST BEFORE THE ENTRANCE TO AN AIRFIELD ON THE RIGHT.
 LX3490'
 LX3490'THE STATION IS A STANDARD NGS DISK
 LX3490'STAMPED---HOGAN 1980---,
 LX3490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX3490'FLUSH WITH GROUND.  IT IS LOCATED
 LX3490'42.5 METERS (137.0 FT) WEST FROM THE CENTER OF TOWN LINE ROAD,
 LX3490'16.5 METERS (54.1 FT) SOUTH FROM THE SOUTHWEST CORNER OF AN OLD
 LX3490'WOODEN GARAGE,
 LX3490'13.2 METERS (43.3 FT) EAST-SOUTHEAST FROM A UTILITY BRACE POST,
 LX3490'AND
 LX3490'7.5 METERS (24.6 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF STATE
 LX3490'HIGHWAY 4.
 LX3490'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3490'STAMPED---HOGAN 1980---,
 LX3490'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3490'
 LX3490'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3490'STAMPED---HOGAN NO 1 1980---,
 LX3490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX3490'FLUSH WITH GROUND.  IT IS LOCATED
 LX3490'37.3 METERS (122.5 FT) WEST FROM THE CENTER OF TOWN LINE ROAD,
 LX3490'24.0 METERS (78.7 FT) NORTH-NORTHEAST FROM THE CENTER OF STAAE
 LX3490'HIGHWAY 4, AND
 LX3490'0.6 METER (2.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF AN OLD
 LX3490'WOODEN GARAGE.
 LX3490'MARK IS BELOW STATION 0.1 METER.
 LX3490'
 LX3490'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3490'STAMPED---HOGAN NO 2 1980---,
 LX3490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX3490'FLUSH WITH GROUND.  IT IS LOCATED
 LX3490'14.7 METERS (48.2 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF AN
 LX3490'OLD WOODEN GARAGE,
 LX3490'8.2 METERS (26.9 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF STATE
 LX3490'HIGHWAY 4, AND
 LX3490'0.6 METER (2.0 FT) NORTH-NORTHEAST FROM A UTILITY BRACE POLE.
 LX3490'MARK IS ABOVE STATION 0.2 METER.
 LX3490'
 LX3490'REFERENCE MARK NUMBER 3 IS A CGS AND STATE SURVEY DISK
 LX3490'STAMPED---870---,
 LX3490'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM
 LX3490'ON A SIDE PROJECTING 2 CM ABOVE THE GROUND.  IT IS
 LX3490'LOCATED 28.2 METERS (96.2 FT) NORTHEAST FROM UTILITY
 LX3490'POLE NUMBER 1272,
 LX3490'15.7 METERS (51.5 FT) NORTH FROM A WIRE FENCE ON THE
 LX3490'SOUTH SIDE OF STATE HIGHWAY 4, AND
 LX3490'6.1 METERS (20 FT) NORTH FROM THE CENTER OF THE
 LX3490'HIGHWAY.
 LX3490'MARK IS 3 METERS BELOW THE STATION.
 LX3490'
 LX3490'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3490'STAMPED---HOGAN 1980---,
 LX3490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX3490'FLUSH WITH GROUND.  IT IS LOCATED
 LX3490'16.94 METERS (55.6 FT) EAST FROM THE EAST EDGE OF RUNWAY AND
 LX3490'2.61 METERS (8.6 FT) NORTHWEST FROM THE CENTER OF THE EDGE OF A
 LX3490'CULVERT.
 LX3490'
 LX3490'TO REACH AZIMUTH MARK FROM THE STATION PROCEED
 LX3490'EAST ON
 LX3490'STATE HIGHWAY 4 FOR 0.1 KM (0.05 MI) TO A PAVED ROAD RIGHT (THE
 LX3490'SECOND OF TWO ROADS INTO THE AIRFIELD).  TURN RIGHT ON PAVED ROAD,
 LX3490'THEN LEFT DIAGONALLY ACROSS FIELD FOR 0.2 KM (0.1 MI) TO A GRAVEL
 LX3490'ROAD ALONG EAST SIDE OF RUNWAY.  GO SOUTH ON GRAVEL ROAD FOR
 LX3490'0.6 KM (0.35 MI) TO THE AZIMUTH MARK ON THE LEFT.
 LX3490'
 LX3490'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX3490'REFERENCE MARK 1 IS ON PRIVATE PROPERTY.
 LX3490'
 LX3490'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3489 ***********************************************************************
 LX3489  DESIGNATION -  HOGAN AZ MK
 LX3489  PID         -  LX3489
 LX3489  STATE/COUNTY-  CT/HARTFORD
 LX3489  USGS QUAD   -  TORRINGTON (1984)
 LX3489
 LX3489                         *CURRENT SURVEY CONTROL
 LX3489  ___________________________________________________________________
 LX3489* NAD 83(1996)-  41 46 21.00187(N)    073 00 37.10082(W)     ADJUSTED  
 LX3489* NAVD 88     -       310.9    (meters)    1020.     (feet)  VERTCON   
 LX3489  ___________________________________________________________________
 LX3489  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LX3489  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX3489
 LX3489  HORZ ORDER  -  SECOND
 LX3489
 LX3489.The horizontal coordinates were established by classical geodetic methods
 LX3489.and adjusted by the National Geodetic Survey in August 1998..
 LX3489
 LX3489.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3489
 LX3489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3489
 LX3489.The geoid height was determined by GEOID03.
 LX3489
 LX3489;                    North         East     Units Scale Factor Converg.
 LX3489;SPC CT       -   256,736.838   283,157.640   MT  0.99999181   -0 10 21.4
 LX3489;SPC CT       -   842,310.78    928,993.02   sFT  0.99999181   -0 10 21.4
 LX3489;SPC MA M     -   836,912.887    74,432.836   MT  0.99999230   -1 00 52.3
 LX3489;SPC MA M     - 2,745,771.70    244,201.73   sFT  0.99999230   -1 00 52.3
 LX3489;UTM  18      - 4,626,430.982   665,371.171   MT  0.99993654   +1 19 32.8
 LX3489
 LX3489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3489!SPC CT       -   0.99995578  x   0.99999181  =   0.99994759
 LX3489!SPC MA M     -   0.99995578  x   0.99999230  =   0.99994808
 LX3489!UTM  18      -   0.99995578  x   0.99993654  =   0.99989233
 LX3489
 LX3489                          SUPERSEDED SURVEY CONTROL
 LX3489
 LX3489  NAD 83(1996)-  41 46 21.00162(N)    073 00 37.10099(W) AD(       ) 2
 LX3489  NAD 83(1992)-  41 46 21.00203(N)    073 00 37.10138(W) AD(       ) 2
 LX3489  NAD 83(1992)-  41 46 21.00315(N)    073 00 37.10242(W) AD(       ) 2
 LX3489  NAD 83(1986)-  41 46 21.00314(N)    073 00 37.10281(W) AD(       ) 2
 LX3489  NAD 27      -  41 46 20.64891(N)    073 00 38.72346(W) AD(       ) 2
 LX3489  NGVD 29 (07/19/86)  311.1    (m)         1021.     (f) VERT ANG       
 LX3489
 LX3489.Superseded values are not recommended for survey control.
 LX3489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3489.See file dsdata.txt to determine how the superseded data were derived.
 LX3489
 LX3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6537126431(NAD 83)
 LX3489_MARKER: DZ = AZIMUTH MARK DISK
 LX3489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3489_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3489
 LX3489  HISTORY     - Date     Condition        Report By
 LX3489  HISTORY     - 1980     MONUMENTED       NGS
 LX3489
 LX3489                          STATION DESCRIPTION
 LX3489
 LX3489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3489'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHEAST FROM
 LX3489'TORRINGTON, 2.4 KM (1-1/2 MI) WEST-NORTHWEST FROM BURLINGTON,
 LX3489'AND 1.6 KM (1 MI) EAST FROM HARWINTON.
 LX3489'OWNERSHIP--MR FRED PESCE, RT 4, JOHNNYCAKE AIRPORT,
 LX3489'HARWINTON, CT 06791, PHONE 203-485-1042.
 LX3489'
 LX3489'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS
 LX3489'4 AND 72 ABOUT 4 KM (2.5 MI) SOUTHEAST FROM TORRINGTON, GO
 LX3489'EAST ON STATE HIGHWAY 4 FOR 1.2 KM (0.75 MI) TO STATION HOGAN ON
 LX3489'THE LEFT.  CONTINUE EAST ON STATE HIGHWAY 4 FOR 0.1 KM (0.05 MI)
 LX3489'TO A PAVED ROAD RIGHT (THE SECOND OF TWO ROADS INTO AIRFIELD).
 LX3489'TURN RIGHT ON PAVED ROAD, THEN LEFT DIAGONALLY ACROSS FIELD FOR
 LX3489'0.2 KM (0.1 MI) TO A GRAVEL ROAD ALONG THE EAST SIDE OF THE
 LX3489'RUNWAY.  GO SOUTH ON GRAVEL ROAD FOR 0.6 KM (0.35 MI) TO THE
 LX3489'STATION ON THE LEFT.
 LX3489'
 LX3489'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---HOGAN
 LX3489'1980---,
 LX3489'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX3489'FLUSH WITH GROUND.  IT IS LOCATED
 LX3489'16.94 METERS (55.6 FT) EAST FROM THE EAST EDGE OF THE RUNWAY AND
 LX3489'2.61 METERS (8.6 FT) NORTHWEST FROM THE CENTER OF THE EDGE OF A
 LX3489'CULVERT.
 LX3489'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX3489'STAMPED---HOGAN 1980---,
 LX3489'SET INTO AN IRREGULAR  MASS OF CONCRETE 1 METER BELOW
 LX3489'THE SURFACE.
 LX3489'
 LX3489'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX3489'
 LX3489'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AJ4069 ***********************************************************************
 AJ4069  CBN         -  This is a Cooperative Base Network Control Station.
 AJ4069  DESIGNATION -  HOLLOW DAM
 AJ4069  PID         -  AJ4069
 AJ4069  STATE/COUNTY-  CT/TOLLAND
 AJ4069  USGS QUAD   -  SPRING HILL (1983)
 AJ4069
 AJ4069                         *CURRENT SURVEY CONTROL
 AJ4069  ___________________________________________________________________
 AJ4069* NAD 83(1996)-  41 45 23.56773(N)    072 10 51.65467(W)     ADJUSTED  
 AJ4069* NAVD 88     -        83.0    (meters)     272.     (feet)  GPS OBS   
 AJ4069  ___________________________________________________________________
 AJ4069  X           -   1,458,168.744 (meters)                     COMP
 AJ4069  Y           -  -4,536,498.917 (meters)                     COMP
 AJ4069  Z           -   4,225,505.775 (meters)                     COMP
 AJ4069  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AJ4069  ELLIP HEIGHT-          53.15  (meters)          (06/22/01) GPS OBS
 AJ4069  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 AJ4069
 AJ4069  HORZ ORDER  -  A
 AJ4069  ELLP ORDER  -  FOURTH    CLASS I
 AJ4069
 AJ4069.The horizontal coordinates were established by GPS observations
 AJ4069.and adjusted by the National Geodetic Survey in June 2001..
 AJ4069
 AJ4069.The orthometric height was determined by GPS observations and a
 AJ4069.high-resolution geoid model.
 AJ4069
 AJ4069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4069
 AJ4069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4069
 AJ4069.The ellipsoidal height was determined by GPS observations
 AJ4069.and is referenced to NAD 83.
 AJ4069
 AJ4069.The geoid height was determined by GEOID03.
 AJ4069
 AJ4069;                    North         East     Units Scale Factor Converg.
 AJ4069;SPC CT       -   255,088.063   352,119.910   MT  0.99999069   +0 22 38.2
 AJ4069;SPC CT       -   836,901.42  1,155,246.74   sFT  0.99999069   +0 22 38.2
 AJ4069;UTM  18      - 4,626,587.613   734,360.226   MT  1.00027593   +1 52 41.5
 AJ4069
 AJ4069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4069!SPC CT       -   0.99999166  x   0.99999069  =   0.99998235
 AJ4069!UTM  18      -   0.99999166  x   1.00027593  =   1.00026759
 AJ4069
 AJ4069                          SUPERSEDED SURVEY CONTROL
 AJ4069
 AJ4069.No superseded survey control is available for this station.
 AJ4069
 AJ4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3436026588(NAD 83)
 AJ4069_MARKER: DD = SURVEY DISK
 AJ4069_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ4069_SP_SET: DAM
 AJ4069_STAMPING: U 6759 1975 272-88
 AJ4069_MARK LOGO: USE   
 AJ4069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4069+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 AJ4069
 AJ4069  HISTORY     - Date     Condition        Report By
 AJ4069  HISTORY     - 1975     MONUMENTED       USE
 AJ4069  HISTORY     - 20001121 GOOD             CTGS
 AJ4069  HISTORY     - 20050410 GOOD             CTGS
 AJ4069
 AJ4069                          STATION DESCRIPTION
 AJ4069
 AJ4069'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 AJ4069'THE STATION MARK IS A STANDARD US ARMY CORPS OF ENGINEERS BRASS
 AJ4069'DISK, STAMPED U 6759 1975 272-88, SET INTO THE TOP OF A DAM IN THE
 AJ4069'VICINITY OF A SPILLWAY.
 AJ4069'TO REACH THE STATION FROM THE INTERSECTION OF CT ROUTE 89
 AJ4069'(WARRENVILLE ROAD) AND CT ROUTE 195 (STORRS ROAD), PROCEED SOUTH
 AJ4069'ON CT ROUTE 195 FOR 0.45 MI. TO BASSETT BRIDGE ROAD. TURN LEFT ONTO
 AJ4069'BASSETT BRIDGE ROAD AND PROCEED EAST FOR ABOUT 0.37 MI. TO
 AJ4069'MANSFIELD HOLLOW EXTENSION. TURN RIGHT ONTO MANSFIELD HOLLOW
 AJ4069'EXTENSION AND PROCEED SOUTHEAST TOWARD MANSFIELD HOLLOW DAM
 AJ4069'TO THE SPILLWAY. CONTINUE PAST A ROADBLOCK AND FOLLOW THE ROAD
 AJ4069'TOWARD THE LEFT TO THE CONTROLLER'S OFFICE. AFTER SECURING
 AJ4069'PERMISSION TO ENTER FROM THE CONTROLLER, CONTINUE TO TRAVEL
 AJ4069'AWAY FROM THE SPILLWAY TO A POINT ON THE RIGHT WHERE IT IS
 AJ4069'POSSIBLE TO DRIVE DIRECTLY ONTO THE DAM. DRIVE ALONG THE DAM TO
 AJ4069'STATION HOLLOW DAM VERY CLOSE TO THE SPILLWAY.
 AJ4069' 
 AJ4069' 
 AJ4069' 
 AJ4069' 
 AJ4069' 
 AJ4069' 
 AJ4069'
 AJ4069
 AJ4069                          STATION RECOVERY (2005)
 AJ4069
 AJ4069'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 AJ4069'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5133 ***********************************************************************
 LX5133  DESIGNATION -  HOLMBURG
 LX5133  PID         -  LX5133
 LX5133  STATE/COUNTY-  CT/NEW LONDON
 LX5133  USGS QUAD   -  UNCASVILLE (1984)
 LX5133
 LX5133                         *CURRENT SURVEY CONTROL
 LX5133  ___________________________________________________________________
 LX5133* NAD 83(1996)-  41 28 02.56662(N)    072 02 56.00192(W)     ADJUSTED  
 LX5133* NAVD 88     -        96.4    (meters)     316.     (feet)  VERTCON   
 LX5133  ___________________________________________________________________
 LX5133  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 LX5133  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5133
 LX5133  HORZ ORDER  -  FIRST
 LX5133
 LX5133.The horizontal coordinates were established by classical geodetic methods
 LX5133.and adjusted by the National Geodetic Survey in August 1998..
 LX5133
 LX5133.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5133
 LX5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5133
 LX5133.The geoid height was determined by GEOID03.
 LX5133
 LX5133;                    North         East     Units Scale Factor Converg.
 LX5133;SPC CT       -   223,053.803   363,368.432   MT  0.99998381   +0 27 53.6
 LX5133;SPC CT       -   731,802.35  1,192,151.26   sFT  0.99998381   +0 27 53.6
 LX5133;UTM  18      - 4,594,847.524   746,445.017   MT  1.00034750   +1 57 18.7
 LX5133;UTM  19      - 4,595,130.932   245,388.602   MT  1.00039787   -2 01 12.1
 LX5133
 LX5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5133!SPC CT       -   0.99998965  x   0.99998381  =   0.99997346
 LX5133!UTM  18      -   0.99998965  x   1.00034750  =   1.00033715
 LX5133!UTM  19      -   0.99998965  x   1.00039787  =   1.00038751
 LX5133
 LX5133:                Primary Azimuth Mark                     Grid Az
 LX5133:SPC CT       -  WHEELER                                  002 06 34.2
 LX5133:UTM  18      -  WHEELER                                  000 37 09.1
 LX5133:UTM  19      -  WHEELER                                  004 35 39.9
 LX5133
 LX5133|---------------------------------------------------------------------|
 LX5133| PID    Reference Object                     Distance      Geod. Az  |
 LX5133|                                                           dddmmss.s |
 LX5133| LX4751 WHEELER                             APPROX. 8.8 KM 0023427.8 |
 LX5133| LX5134 MITNICK SILO                        APPROX. 1.7 KM 0235441.4 |
 LX5133| LX5135 HALL BROTHERS STACK                 APPROX. 3.3 KM 0245635.8 |
 LX5133| LX5064 HALL BROTHERS ELEV TANK             APPROX. 3.3 KM 0250005.6 |
 LX5133| LX5065 POQUETANUCK ELEV TANK               APPROX. 2.5 KM 0383129.2 |
 LX5133| CZ6615 HOLMBURG RM 1                        11.066 METERS 06626     |
 LX5133| CZ7178 2114                                               1351735.5 |
 LX5133| CZ6616 HOLMBURG RM 2                         7.971 METERS 14433     |
 LX5133| LX5158 UNCASVILLE C L P STACK              APPROX. 6.1 KM 2244036.5 |
 LX5133| LX5104 LONG REACH LOWER LIGHT 8            APPROX. 3.5 KM 2324911.9 |
 LX5133| CZ7176 HO B AZIMUTH                                       2521045.4 |
 LX5133| CZ7175 14RA                                               2752231.6 |
 LX5133| CZ6617 HOLMBURG RM 3                        30.611 METERS 28050     |
 LX5133| LX5105 FORT SHANTOK CHIMNEY                APPROX. 3.2 KM 2991430.2 |
 LX5133| LX5113 NORWICH STATE HOSP TALL STACK       APPROX. 3.2 KM 3144741.5 |
 LX5133| LX5114 NORWICH STATE HOSP SHORT STACK      APPROX. 3.2 KM 3145939.1 |
 LX5133| LX5112 COUNTY HOME FLAGPOLE                APPROX. 3.9 KM 3243539.5 |
 LX5133| LX5153 NORWICH HOSP STANDPIPE              APPROX. 3.8 KM 3264839.3 |
 LX5133| LX5125 NORWICH STATE HOSP SILO             APPROX. 2.7 KM 3294421.5 |
 LX5133|---------------------------------------------------------------------|
 LX5133
 LX5133                          SUPERSEDED SURVEY CONTROL
 LX5133
 LX5133  NAD 83(1992)-  41 28 02.56557(N)    072 02 56.00124(W) AD(       ) 1
 LX5133  NAD 83(1986)-  41 28 02.56618(N)    072 02 56.00404(W) AD(       ) 1
 LX5133  NAD 27      -  41 28 02.21383(N)    072 02 57.73197(W) AD(       ) 1
 LX5133  NGVD 29 (07/19/86)   96.7    (m)          317.     (f) VERT ANG       
 LX5133
 LX5133.Superseded values are not recommended for survey control.
 LX5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5133.See file dsdata.txt to determine how the superseded data were derived.
 LX5133
 LX5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4644594848(NAD 83)
 LX5133_MARKER: DS = TRIANGULATION STATION DISK
 LX5133_SETTING: 80 = SET IN A BOULDER
 LX5133_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5133+STABILITY: SURFACE MOTION
 LX5133
 LX5133  HISTORY     - Date     Condition        Report By
 LX5133  HISTORY     - 1934     MONUMENTED       CGS
 LX5133  HISTORY     - 1940     GOOD             CTGS
 LX5133  HISTORY     - 1971     GOOD             CTDT
 LX5133  HISTORY     - 1975     GOOD             NGS
 LX5133  HISTORY     - 1984     GOOD             USPSQD
 LX5133
 LX5133                          STATION DESCRIPTION
 LX5133
 LX5133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5133'THE STATION IS REACHED FROM THE PRESTON-LEDYARD TOWN LINE AT
 LX5133'THE BRIDGE, ON STATE HIGHWAY NO. 12, OVER POQUETANUCK COVE.  GO S
 LX5133'0.1 MILE TO A DIRT ROAD LEADING UP A VERY STEEP HILL, CONTINUE
 LX5133'UP THIS HILL 0.75 MILE THROUGH THE PROPERTY OF H. AND H. HOLMBURG
 LX5133'TO THE TOP OF AVERY HILL.  BEYOND THE HOLMBURG HOME THE ROAD
 LX5133'IS A FARM ROAD THROUGH THE FIELD, THEN BECOMING A WOOD ROAD
 LX5133'LEADING THROUGH THE WOODS.  THE TOP OF THE HILL IS LEVEL AND
 LX5133'CLEAR OF LARGE TIMBER.  THE STATION IS ABOUT IN THE CENTER OF THE
 LX5133'LEVEL GROUND AND SET IN A BOULDER FLUSH WITH THE GROUND.
 LX5133'
 LX5133'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISKS SET IN
 LX5133'BOULDERS NE (MAGNETIC) AND SE (MAGNETIC) OF THE STATION
 LX5133'RESPECTIVELY.
 LX5133'
 LX5133'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX5133
 LX5133                          STATION RECOVERY (1940)
 LX5133
 LX5133'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1940
 LX5133'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LX5133'
 LX5133'BY GOING DUE EAST FROM THE HOLMBURG HOUSE, A TRUCK CAN BE
 LX5133'DRIVEN TO THE STATION.
 LX5133
 LX5133                          STATION RECOVERY (1971)
 LX5133
 LX5133'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5133'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5133'REACH THE STATION FROM LEDYARD AT THE INTERSECTION OF ROUTE 12
 LX5133'AND ROUTE 214 (STODDARDS WHARF ROAD) GO EAST ON ROUTE 214 FOR
 LX5133'1.1 MILES TO AVERY HILL ROAD, TURN LEFT, NORTH AND GO 1.0 MILE
 LX5133'TO MARLENE DR., TURN LEFT AND GO 0.2 MILE NORTHWEST TO NAOMI
 LX5133'DRIVE, TURN LEFT AND GO 0.15 MILE WEST TO CUL-DE-SAC.  THE STATION
 LX5133'IS ABOUT 830 FEET NORTHWEST OF THE CENTERLINE OF NAOMI DRIVE ALONG
 LX5133'THE STONEWALL, AND 106 FEET WEST OF THE SAME STONEWALL.
 LX5133
 LX5133                          STATION RECOVERY (1975)
 LX5133
 LX5133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5133'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX5133'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1
 LX5133'WAS FOUND TO BE SHORTER BY 0.034 METERS AND THE DISTANCE TO
 LX5133'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.009 METERS.  THE
 LX5133'DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE 4 MINUTES AND 39
 LX5133'SECONDS LARGER AND THE DIRECTION TO REFERENCE MARK 2 WAS FOUND
 LX5133'TO BE 14 MINUTES AND 31 SECONDS LARGER.  REFERENCE MARK 3 WAS
 LX5133'ALSO ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION
 LX5133'FOLLOWS.
 LX5133'
 LX5133'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF NORWICH, 3-1/2 MILES
 LX5133'NORTHEAST OF UNCASVILLE, 2 MILES NORTHWEST OF LEDYARD CENTER AND 1
 LX5133'MILE EAST OF THE THAMES RIVER.  IT IS ON THE PROPERTY OF THE
 LX5133'HOLMBURG ORCHARD, RFD 8, GALES FERRY, CONNECTICUT,
 LX5133'06335.  TELEPHONE NUMBER 464-7107.
 LX5133'
 LX5133'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52 AND
 LX5133'2A IN MONTVILLE, GO EAST ON STATE HIGHWAY 2A FOR 1.2 MILES TO A
 LX5133'TOLL STATION FOR THE MOHEGAN-PEQUOT BRIDGE OVER THE THAMES
 LX5133'RIVER.  CONTINUE EAST ON STATE HIGHWAY 2A FOR 1.1 MILES TO THE
 LX5133'JUNCTION OF STATE HIGHWAY 12, TURN RIGHT AND GO SOUTH ON STATE
 LX5133'HIGHWAY 12 FOR 1.1 MILES TO THE HOLMBURG ORCHARD SALES STAND
 LX5133'AND ORCHARD LANE ON THE LEFT.  TURN LEFT AND GO EASTERLY ON
 LX5133'ORCHARD LANE FOR 0.2 MILE TO MR. HOLMBURGS HOME ON THE LEFT,
 LX5133'CONTINUE EASTERLY ON A GRAVELED DRIVE FOR 0.05 MILE TO A
 LX5133'FORK.  KEEP THE RIGHT FORK FOR 0.2 MILE THROUGH THE ORCHARD
 LX5133'TO THE EAST END OF THE ORCHARD, TURN RIGHT AND GO SOUTH
 LX5133'ALONG THE EAST EDGE OF THE ORCHARD FOR 0.1 MILE TO THE SOUTHEAST
 LX5133'CORNER OF THE ORCHARD AND A WOODS ROAD.  CONTINUE SOUTH AND
 LX5133'EAST ON THE WOODS ROAD FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 LX5133'NOTE--A FOUR WHEEL DRIVE VEHICLE WILL BE NEEDED FOR THE LAST 0.1
 LX5133'MILE TO THE STATION.
 LX5133'
 LX5133'THE STATION MARK IS A STANDARD DISK STAMPED HOLMBERG 1934,
 LX5133'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH
 LX5133'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 25.5
 LX5133'FEET WEST OF A TREE WITH A TRIANGULAR BLAZE, 13.9 FEET SOUTH OF
 LX5133'A TRIANGULAR BLAZED TREE AND 12.5 FEET SOUTH OF A METAL WITNESS
 LX5133'POST.
 LX5133'
 LX5133'REFERENCE MARK 1, STAMPED HOLMBERG NO 1 1934, IS A STANDARD DISK
 LX5133'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 5 FOOT BOULDER
 LX5133'WHICH PROJECTS ABOUT 30 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX5133'41.9 FEET EAST OF A TRIANGULAR BLAZED TREE, 41.5 FEET SOUTH
 LX5133'EAST OF A TRIANGULAR BLAZED TREE AND 10.6 FEET SOUTHEAST OF A
 LX5133'METAL WITNESS POST.
 LX5133'
 LX5133'REFERENCE MARK 2, STAMPED HOLMBERG NO 2 1934, IS A STANDARD DISK
 LX5133'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH IS
 LX5133'ABOUT 3 BY 4 FEET AND PROJECTS ABOUT 30 INCHES ABOVE THE GROUND
 LX5133'SURFACE.  IT IS 40.5 FEET SOUTH OF A TREE WITH A TRIANGULAR
 LX5133'BLAZE, 38.6 FEET SOUTH OF A METAL WITNESS POST AND 32.0 FEET
 LX5133'SOUTHWEST OF A TRIANGULAR BLAZED TREE.
 LX5133'
 LX5133'REFERENCE MARK 3, STAMPED HOLMBURG NO 3 1934 1975, IS A
 LX5133'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 2
 LX5133'FOOT BOULDER WHICH PROJECTS ABOUT 24 INCHES ABOVE THE GROUND
 LX5133'SURFACE.  IT IS 91.5 FEET WEST OF A TRIANGULAR BLAZED TREE,
 LX5133'32.5 FEET SOUTH OF A 14 INCH OAK TREE AND 4.3 FEET NORTHEAST
 LX5133'OF A METAL WITNESS POST.
 LX5133'
 LX5133'HEIGHT OF LIGHT ABOVE STATION MARK 100.4 FEET.
 LX5133'
 LX5133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5133'2 MILES NW OF LEDYARD CENTER.
 LX5133
 LX5133                          STATION RECOVERY (1984)
 LX5133
 LX5133'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5133'HOLMBURG 1934 FOUND EXCELLENT.
 LX5133'
 LX5133'HOLMBURG 1934 RM 1 FOUND GOOD.
 LX5133'
 LX5133'HOLMBURG 1934 RM 2 FOUND GOOD.
 LX5133'
 LX5133'RICK HOLMBURG OF 4 ORCHARD DR. GALES (06335) FERRY, CONN. PERSONALLY
 LX5133'ESCORTED US USING THE DESCRIPTION OF G.C.M. IN 1934.  MY THANKS TO
 LX5133'RICH HOLMBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5129 ***********************************************************************
 LX5129  DESIGNATION -  HOLMBURGS CHIMNEY
 LX5129  PID         -  LX5129
 LX5129  STATE/COUNTY-  CT/NEW LONDON
 LX5129  USGS QUAD   -  UNCASVILLE (1984)
 LX5129
 LX5129                         *CURRENT SURVEY CONTROL
 LX5129  ___________________________________________________________________
 LX5129* NAD 83(1996)-  41 28 07.56867(N)    072 03 23.08330(W)     ADJUSTED  
 LX5129* NAVD 88     -                                                        
 LX5129  ___________________________________________________________________
 LX5129  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LX5129  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5129
 LX5129  HORZ ORDER  -  THIRD
 LX5129
 LX5129.The horizontal coordinates were established by classical geodetic methods
 LX5129.and adjusted by the National Geodetic Survey in August 1998..
 LX5129
 LX5129
 LX5129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5129
 LX5129.The geoid height was determined by GEOID03.
 LX5129
 LX5129;                    North         East     Units Scale Factor Converg.
 LX5129;SPC CT       -   223,203.041   362,738.800   MT  0.99998378   +0 27 35.6
 LX5129;SPC CT       -   732,291.98  1,190,085.55   sFT  0.99998378   +0 27 35.6
 LX5129;UTM  18      - 4,594,980.384   745,811.488   MT  1.00034366   +1 57 00.9
 LX5129;UTM  19      - 4,595,307.403   244,765.774   MT  1.00040177   -2 01 30.3
 LX5129
 LX5129                          SUPERSEDED SURVEY CONTROL
 LX5129
 LX5129  NAD 83(1992)-  41 28 07.56764(N)    072 03 23.08260(W) AD(       ) 4
 LX5129  NAD 83(1986)-  41 28 07.56825(N)    072 03 23.08544(W) AD(       ) 4
 LX5129  NAD 27      -  41 28 07.21400(N)    072 03 24.81000(W) AD(       ) 3
 LX5129
 LX5129.Superseded values are not recommended for survey control.
 LX5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5129.See file dsdata.txt to determine how the superseded data were derived.
 LX5129
 LX5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4581194980(NAD 83)
 LX5129_MARKER: 85 = CHIMNEY
 LX5129
 LX5129  HISTORY     - Date     Condition        Report By
 LX5129  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5129  HISTORY     - 1961     GOOD             CGS
 LX5129  HISTORY     - 1984     GOOD             USPSQD
 LX5129  HISTORY     - 1989     GOOD             USPSQD
 LX5129
 LX5129                          STATION DESCRIPTION
 LX5129
 LX5129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5129'THE HOLMBURG HOUSE IS ON THE W SIDE OF AVERY HILL AND ABOUT
 LX5129'1/4 MILE UP THE HILL FROM THE GROTON-NORWICH ROAD.  THERE ARE
 LX5129'3 LARGE ELMS ON THE W SIDE OF THE HOUSE.  THE HOUSE IS A 2-STORY
 LX5129'FRAME BUILDING WITH A WOOD SHINGLE ROOF.  THE CHIMNEY IS BRICK
 LX5129'PAINTED WHITE AND IS IN THE CENTER OF THE HOUSE.
 LX5129'
 LX5129'THE STATION IS THE CENTER LINE OF THE HOUSE.  HEIGHT ABOVE
 LX5129'GROUND IS ABOUT 40 FEET.
 LX5129
 LX5129                          STATION RECOVERY (1961)
 LX5129
 LX5129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5129'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LX5129'BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH THE FOLLOWING
 LX5129'ADDITIONS.
 LX5129'
 LX5129'THERE ARE ONLY TWO ELM TREES IN THE AREA.  THE HOUSE IS NOW
 LX5129'PAINTED WHITE AND THE CHIMNEY IS STILL WHITE ON A BROWN ROOF.
 LX5129'
 LX5129'TO REACH FROM CONNECTICUT STATE HIGHWAY 12 (THE GROTON-NORWICH
 LX5129'ROAD) AND ORCHARD LANE, GO EAST ON ORCHARD LANE FOR .25 MILE
 LX5129'TO THE HOLMBURG HOUSE AND THE STATION.
 LX5129
 LX5129                          STATION RECOVERY (1984)
 LX5129
 LX5129'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5129'HOLMBURGS CHIMNEY 1934 GOOD-RECOVERED AS DESCRIBED BY G.F.W. IN
 LX5129'1961.
 LX5129
 LX5129                          STATION RECOVERY (1989)
 LX5129
 LX5129'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5826 ***********************************************************************
 LX5826  DESIGNATION -  HOLMN
 LX5826  PID         -  LX5826
 LX5826  STATE/COUNTY-  CT/NEW LONDON
 LX5826  USGS QUAD   -  OLD LYME (1976)
 LX5826
 LX5826                         *CURRENT SURVEY CONTROL
 LX5826  ___________________________________________________________________
 LX5826* NAD 83(1996)-  41 17 25.01918(N)    072 15 05.39634(W)     ADJUSTED  
 LX5826* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX5826  ___________________________________________________________________
 LX5826  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LX5826  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX5826
 LX5826  HORZ ORDER  -  THIRD
 LX5826
 LX5826.The horizontal coordinates were established by classical geodetic methods
 LX5826.and adjusted by the National Geodetic Survey in August 1998..
 LX5826
 LX5826.The orthometric height was scaled from a topographic map.
 LX5826
 LX5826.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5826
 LX5826.The geoid height was determined by GEOID03.
 LX5826
 LX5826;                    North         East     Units Scale Factor Converg.
 LX5826;SPC CT       -   203,268.342   346,556.974   MT  0.99999211   +0 19 49.9
 LX5826;SPC CT       -   666,889.55  1,136,995.67   sFT  0.99999211   +0 19 49.9
 LX5826;SPC NY L     -   126,239.481   446,456.986   MT  1.00002437   +1 08 37.2
 LX5826;SPC NY L     -   414,170.70  1,464,750.96   sFT  1.00002437   +1 08 37.2
 LX5826;UTM  18      - 4,574,626.148   730,147.587   MT  1.00025192   +1 48 52.1
 LX5826
 LX5826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5826!SPC CT       -   1.00000453  x   0.99999211  =   0.99999664
 LX5826!SPC NY L     -   1.00000453  x   1.00002437  =   1.00002890
 LX5826!UTM  18      -   1.00000453  x   1.00025192  =   1.00025645
 LX5826
 LX5826|---------------------------------------------------------------------|
 LX5826| PID    Reference Object                     Distance      Geod. Az  |
 LX5826|                                                           dddmmss.s |
 LX5826| CZ6618 HOLMN RM 1                           17.070 METERS 01254     |
 LX5826| LX5422 PULZE CHIMNEY                       APPROX. 1.8 KM 0551532.0 |
 LX5826| LX5486 BROCHETT CHIMNEY                    APPROX. 1.9 KM 0655719.9 |
 LX5826| LX5429 GRISWOLD ISLAND CHIMNEY             APPROX. 2.4 KM 0831928.2 |
 LX5826| LX5497 BONDS BARN CUPOLA                   APPROX. 3.8 KM 0875320.3 |
 LX5826| LX5496 BOND FLAGPOLE                       APPROX. 3.8 KM 0905621.3 |
 LX5826| LX5433 SCOVILLES WINDMILL                  APPROX. 3.5 KM 0971008.1 |
 LX5826| LX5434 SCOVILLES SUMMER HOUSE              APPROX. 3.5 KM 0980721.4 |
 LX5826| LX5824 HATCHETT                            APPROX. 1.2 KM 2260820.7 |
 LX5826| CZ6619 HOLMN RM 2                           28.250 METERS 32731     |
 LX5826|---------------------------------------------------------------------|
 LX5826
 LX5826                          SUPERSEDED SURVEY CONTROL
 LX5826
 LX5826  NAD 83(1992)-  41 17 25.01806(N)    072 15 05.39597(W) AD(       ) 3
 LX5826  NAD 83(1986)-  41 17 25.01992(N)    072 15 05.39981(W) AD(       ) 3
 LX5826  NAD 27      -  41 17 24.66800(N)    072 15 07.12000(W) AD(       ) 3
 LX5826
 LX5826.Superseded values are not recommended for survey control.
 LX5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5826.See file dsdata.txt to determine how the superseded data were derived.
 LX5826
 LX5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3014874626(NAD 83)
 LX5826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5826+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2003
 LX5826
 LX5826  HISTORY     - Date     Condition        Report By
 LX5826  HISTORY     - 1934     MONUMENTED       CGS
 LX5826  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5826  HISTORY     - 1983     GOOD             USPSQD
 LX5826  HISTORY     - 1988     GOOD             USPSQD
 LX5826  HISTORY     - 20030418 GOOD             USPSQD
 LX5826
 LX5826                          STATION DESCRIPTION
 LX5826
 LX5826'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5826'THE STATION IS LOCATED ON THE EXTREME S END OF POINT OWOODS
 LX5826'POINT WHICH IS ON THE W SIDE OF THE MOUTH OF FOUR MILE RIVER AND
 LX5826'IS ON THE PROPERTY OF MRS. POTHOLMN.  STATION AND REFERENCE MARKS
 LX5826'ARE ALL LOCATED IN THE SAME LEDGE, WHICH CONSTITUTES THE TIP OF
 LX5826'THE POINT.  THE STATION IS 6 METERS N AND 3 METERS E OF HIGH
 LX5826'WATER LINE AND BEARS S 15 DEG W FROM SW CORNER OF 1 1/2-STORY
 LX5826'STUCCO COTTAGE AND IS 13 METERS FROM IT.  IT IS MARKED BY A
 LX5826'STANDARD DISC SET IN THE LEDGE.
 LX5826'
 LX5826'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN LEDGE N 22 DEG
 LX5826'E OF THE STATION.  IT IS IN LINE WITH THE S WALL AND IS 1.75
 LX5826'METERS FROM THE HOUSE CORNER, AND 2 METERS FROM HIGH WATER
 LX5826'LINE.  REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN THE LEDGE
 LX5826'N 20 DEG W (MAGNETIC) OF THE STATION AND 4.75 METERS
 LX5826'NORTHWESTERLY OF THE NW CORNER OF THE COTTAGE AND 2 METERS E OF
 LX5826'HIGH WATER LINE.
 LX5826'
 LX5826'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5826
 LX5826                          STATION RECOVERY (1968)
 LX5826
 LX5826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5826'RECOVERED STATION AND REFERENCE MARKS IN GOOD CONDITION AS
 LX5826'DESCRIBED BY G.C.M. IN 1934.
 LX5826
 LX5826                          STATION RECOVERY (1983)
 LX5826
 LX5826'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRR)
 LX5826'HOLMN 1934 RECOVERED GOOD.
 LX5826'
 LX5826'HOLMN NO 1 1934 RECOVERED GOOD.
 LX5826'
 LX5826'HOLMN NO 2 1934 RECOVERED GOOD.
 LX5826'
 LX5826'RECOVERED STATION AND REFERENCE MARKS IN GOOD CONDITION AND AS
 LX5826'DESCRIBED WITH THE FOLLOWING EXCEPTIONS,
 LX5826'
 LX5826'1.  HOUSE NOW OWNED BY ERMA AND CLIFFORD HALL.
 LX5826'
 LX5826'2.  HOUSE IS NO LONGER STUCCO IT IS SHINGLED ON ALL SIDES.  PAINTED
 LX5826'LIGHT BLUE.
 LX5826
 LX5826                          STATION RECOVERY (1988)
 LX5826
 LX5826'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5826'RECOVERED IN GOOD CONDITION.
 LX5826
 LX5826                          STATION RECOVERY (2003)
 LX5826
 LX5826'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3614 ***********************************************************************
 LW3614  DESIGNATION -  HOLT
 LW3614  PID         -  LW3614
 LW3614  STATE/COUNTY-  CT/WINDHAM
 LW3614  USGS QUAD   -  PLAINFIELD (1983)
 LW3614
 LW3614                         *CURRENT SURVEY CONTROL
 LW3614  ___________________________________________________________________
 LW3614* NAD 83(1996)-  41 40 39.42761(N)    071 56 54.38676(W)     ADJUSTED  
 LW3614* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 LW3614  ___________________________________________________________________
 LW3614  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LW3614  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW3614
 LW3614  HORZ ORDER  -  FIRST
 LW3614
 LW3614.The horizontal coordinates were established by classical geodetic methods
 LW3614.and adjusted by the National Geodetic Survey in August 1998..
 LW3614
 LW3614.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3614
 LW3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3614
 LW3614.The geoid height was determined by GEOID03.
 LW3614
 LW3614;                    North         East     Units Scale Factor Converg.
 LW3614;SPC CT       -   246,475.592   371,542.671   MT  0.99998629   +0 31 53.3
 LW3614;SPC CT       -   808,645.34  1,218,969.58   sFT  0.99998629   +0 31 53.3
 LW3614;SPC RI       -    66,098.851    62,659.591   MT  1.00001090   -0 17 53.5
 LW3614;SPC RI       -   216,859.31    205,575.67   sFT  1.00001090   -0 17 53.5
 LW3614;UTM  19      - 4,618,184.521   254,575.822   MT  1.00034128   -1 57 41.4
 LW3614;UTM  18      - 4,618,483.671   754,008.552   MT  1.00039405   +2 01 48.7
 LW3614
 LW3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3614!SPC CT       -   0.99999159  x   0.99998629  =   0.99997788
 LW3614!SPC RI       -   0.99999159  x   1.00001090  =   1.00000249
 LW3614!UTM  19      -   0.99999159  x   1.00034128  =   1.00033287
 LW3614!UTM  18      -   0.99999159  x   1.00039405  =   1.00038564
 LW3614
 LW3614:                Primary Azimuth Mark                     Grid Az
 LW3614:SPC CT       -  DANIELSON WESTFIELD CONG CH              020 40 06.0
 LW3614:SPC RI       -  DANIELSON WESTFIELD CONG CH              021 29 52.8
 LW3614:UTM  19      -  DANIELSON WESTFIELD CONG CH              023 09 40.7
 LW3614:UTM  18      -  DANIELSON WESTFIELD CONG CH              019 10 10.6
 LW3614
 LW3614|---------------------------------------------------------------------|
 LW3614| PID    Reference Object                     Distance      Geod. Az  |
 LW3614|                                                           dddmmss.s |
 LW3614| LW3696 DANIELSON WESTFIELD CONG CH         APPROX.15.4 KM 0211159.3 |
 LW3614| LW3629 WAUREGAN QUINEBAUG STANDPIPE        APPROX. 8.7 KM 0262727.1 |
 LW3614| CB7790 HOLT RM 1                            24.258 METERS 06115     |
 LW3614| LW3601 PLAINFIELD CONG CHURCH SPIRE        APPROX. 2.9 KM 0732932.2 |
 LW3614| LW3612 PLAINFIELD MUN TANK                 APPROX. 2.0 KM 0933753.7 |
 LW3614| CB7791 HOLT RM 2                            19.365 METERS 15616     |
 LW3614| LX4724 THURLOW                             APPROX. 7.2 KM 3002314.6 |
 LW3614| CB7792 HOLT RM 3                            63.030 METERS 30751     |
 LW3614|---------------------------------------------------------------------|
 LW3614
 LW3614                          SUPERSEDED SURVEY CONTROL
 LW3614
 LW3614  NAD 83(1996)-  41 40 39.42681(N)    071 56 54.38631(W) AD(       ) 1
 LW3614  NAD 83(1992)-  41 40 39.42672(N)    071 56 54.38624(W) AD(       ) 1
 LW3614  NAD 83(1992)-  41 40 39.42689(N)    071 56 54.38696(W) AD(       ) 1
 LW3614  NAD 83(1986)-  41 40 39.42711(N)    071 56 54.38675(W) AD(       ) 1
 LW3614  NAD 27      -  41 40 39.07109(N)    071 56 56.11923(W) AD(       ) 1
 LW3614  NGVD 29 (07/19/86)   84.0    (m)          276.     (f) VERT ANG       
 LW3614
 LW3614.Superseded values are not recommended for survey control.
 LW3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3614.See file dsdata.txt to determine how the superseded data were derived.
 LW3614
 LW3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5457618185(NAD 83)
 LW3614_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3614_SETTING: 66 = SET IN ROCK OUTCROP
 LW3614_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3614+STABILITY: POSITION/ELEVATION WELL
 LW3614
 LW3614  HISTORY     - Date     Condition        Report By
 LW3614  HISTORY     - 1974     MONUMENTED       NGS
 LW3614
 LW3614                          STATION DESCRIPTION
 LW3614
 LW3614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3614'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF MOOSUP, 2
 LW3614'MILES WEST OF PLAINFIELD, 150 FEET EAST OF A POWERLINE AND ON
 LW3614'THE PROPERTY OF MRS. HELEN HOLT, WESTON ROAD, PLAINFIELD
 LW3614'CONNECTICUT.  PHONE NUMBER 564-5503.
 LW3614'
 LW3614'TO REACH THE STATION FROM THE POST OFFICE IN PLAINFIELD, GO
 LW3614'WEST ON STATE HIGHWAY 14A FOR 0.2 MILE TO A FORK.  KEEP THE
 LW3614'LEFT FORK AND CONTINUE WEST ON PACKERVILLE ROAD FOR 1.4 MILES
 LW3614'TO A REVERSE FORK ON THE RIGHT.  TURN SHARPLY TO THE RIGHT AND
 LW3614'GO NORTHEAST ON WESTON ROAD FOR 0.3 MILE TO THE MORNING SIDE
 LW3614'STABLE AND TACK SHOP AND A DRIVEWAY ON THE LEFT, JUST SOUTH
 LW3614'OF THE TACK SHOP.  TURN LEFT AND GO WEST UP THE DRIVEWAY FOR
 LW3614'0.05 MILE TO TWO BARNS, TURN RIGHT AND GO NORTH, PASSING
 LW3614'BETWEEN THE BARNS FOR ABOUT 50 YARDS TO A LANE ON THE LEFT.
 LW3614'TURN LEFT AND GO WEST ON THE LANE FOR 0.05 MILE TO A POWERLINE
 LW3614'ROAD.  TURN RIGHT AND GO NORTH ON THE POWERLINE ROAD FOR
 LW3614'0.2 MILE TO REFERENCE MARK 3 ON THE LEFT AND THE STATION ON
 LW3614'THE RIGHT AS DESCRIBED.
 LW3614'
 LW3614'THE STATION MARK, STAMPED HOLT 1974, IS A STANDARD DISK
 LW3614'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 LW3614'BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 LW3614'SURFACE.  IT IS 133 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF
 LW3614'THE POWERLINE ROAD, 79 FEET WEST OF A METAL WITNESS POST, 63.8
 LW3614'FEET NORTH OF A METAL WITNESS POST AND 23 FEET NORTHWEST OF A
 LW3614'TWIN TRUNK TREE WITH A TRIANGULAR BLAZE.
 LW3614'
 LW3614'REFERENCE MARK 1, STAMPED HOLT NO 1 1974, IS A STANDARD DISK
 LW3614'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 LW3614'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 61
 LW3614'FEET EAST OF THE BLAZED TREE AND 4 FEET NORTH OF A METAL WITNESS
 LW3614'POST.
 LW3614'
 LW3614'REFERENCE MARK 2, STAMPED HOLT NO 2 1974, IS A STANDARD DISK
 LW3614'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 LW3614'WHICH PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE.  IT
 LW3614'IS 59 FEET SOUTHWEST OF THE BLAZED TREE AND 2.3 FEET EAST OF
 LW3614'A METAL WITNESS POST.
 LW3614'
 LW3614'REFERENCE MARK 3, STAMPED HOLT NO 3 1974, IS A STANDARD DISK
 LW3614'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LW3614'GROUND SURFACE.  IT IS 87 FEET WEST OF POWERLINE POLE NUMBER
 LW3614'7220, 74 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE
 LW3614'POWERLINE ROAD AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3614'
 LW3614'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2 DUE TO
 LW3614'TREES AND BRUSH ON LINE.
 LW3614'
 LW3614'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6110 ***********************************************************************
 LX6110  DESIGNATION -  HOPEMAN
 LX6110  PID         -  LX6110
 LX6110  STATE/COUNTY-  CT/MIDDLESEX
 LX6110  USGS QUAD   -  HADDAM (1971)
 LX6110
 LX6110                         *CURRENT SURVEY CONTROL
 LX6110  ___________________________________________________________________
 LX6110* NAD 83(1996)-  41 26 01.33084(N)    072 36 14.82395(W)     ADJUSTED  
 LX6110* NAVD 88     -       190.4    (meters)     625.     (feet)  VERTCON   
 LX6110  ___________________________________________________________________
 LX6110  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX6110  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6110
 LX6110  HORZ ORDER  -  FIRST
 LX6110
 LX6110.The horizontal coordinates were established by classical geodetic methods
 LX6110.and adjusted by the National Geodetic Survey in August 1998..
 LX6110
 LX6110.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6110
 LX6110.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6110
 LX6110.The geoid height was determined by GEOID03.
 LX6110
 LX6110;                    North         East     Units Scale Factor Converg.
 LX6110;SPC CT       -   219,086.341   316,993.439   MT  0.99998465   +0 05 48.2
 LX6110;SPC CT       -   718,785.77  1,040,002.64   sFT  0.99998465   +0 05 48.2
 LX6110;UTM  18      - 4,589,674.545   700,178.126   MT  1.00009316   +1 35 09.6
 LX6110
 LX6110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6110!SPC CT       -   0.99997481  x   0.99998465  =   0.99995946
 LX6110!UTM  18      -   0.99997481  x   1.00009316  =   1.00006797
 LX6110
 LX6110:                Primary Azimuth Mark                     Grid Az
 LX6110:SPC CT       -  COCKAPONSET                              043 19 29.9
 LX6110:UTM  18      -  COCKAPONSET                              041 50 08.5
 LX6110
 LX6110|---------------------------------------------------------------------|
 LX6110| PID    Reference Object                     Distance      Geod. Az  |
 LX6110|                                                           dddmmss.s |
 LX6110| LX6132 COCKAPONSET                         APPROX. 6.8 KM 0432518.1 |
 LX6110| LX6169 KILLINGWORTH ATT MICROWAVE          APPROX. 0.5 KM 1772320.1 |
 LX6110| CZ6620 HOPEMAN RM 2                         68.348 METERS 17755     |
 LX6110| CZ6621 HOPEMAN RM 3                         40.254 METERS 24304     |
 LX6110|---------------------------------------------------------------------|
 LX6110
 LX6110                          SUPERSEDED SURVEY CONTROL
 LX6110
 LX6110  NAD 83(1992)-  41 26 01.33004(N)    072 36 14.82384(W) AD(       ) 1
 LX6110  NAD 83(1986)-  41 26 01.33208(N)    072 36 14.82640(W) AD(       ) 1
 LX6110  NAD 27      -  41 26 00.97741(N)    072 36 16.49476(W) AD(       ) 1
 LX6110  NGVD 29 (07/19/86)  190.7    (m)          626.     (f) VERT ANG       
 LX6110
 LX6110.Superseded values are not recommended for survey control.
 LX6110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6110.See file dsdata.txt to determine how the superseded data were derived.
 LX6110
 LX6110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0017889675(NAD 83)
 LX6110_MARKER: Z = SEE DESCRIPTION
 LX6110_SETTING: 0 = UNSPECIFIED SETTING
 LX6110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6110
 LX6110  HISTORY     - Date     Condition        Report By
 LX6110  HISTORY     - 1936     MONUMENTED       CTGS
 LX6110  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX6110  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6110
 LX6110                          STATION DESCRIPTION
 LX6110
 LX6110'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936
 LX6110'STATION ON HIGHEST POINT OF HILL 2 MILES W OF GOOSE HILL, 1 MILE E
 LX6110'OF BUNKER HILL AND ON A DIRECT LINE BETWEEN THESE TWO HILLS AND
 LX6110'1 MILE S OF LITTLE CITY.
 LX6110'
 LX6110'STATION IS ON PROPERTY OF JOSEPH DOLEZOL WHO GAVE PERMISSION.
 LX6110'
 LX6110'THE STATION IS BEST REACHED FROM THE INTERSECTION OF CONN. NO. 80
 LX6110'AND NO. 81 BY PROCEEDING NORTHERLY ON NO. 81 ABOUT 7.7 MILES
 LX6110'TO WHITE CHURCH ON E SIDE OF HIGHWAY.  ABOUT 100 FEET N OF
 LX6110'CHURCH TURN W ON IMPROVED ROAD AND CONTINUE ON THIS ROAD ABOUT 2.3
 LX6110'MILES.  TURN S ON IMPROVED ROAD FOR ABOUT 1.25 MILES, AT WHICH
 LX6110'POINT THE IMPROVED ROAD ENDS, DIRT ROAD STARTS.  PROCEED ON DIRT
 LX6110'ROAD UNTIL A N-S T DIRT ROAD IS REACHED.  THE HOFFMAN HOUSE IN
 LX6110'ON THE RIGHT OR N CORNER.  STATION IS IN A PASTURE LOT ON W SIDE
 LX6110'OF T ROAD, 20 FEET N OF LEDGE OUTCROP AND ABOUT 260 FEET W OF
 LX6110'THE SW CORNER OF HOFFMANS HOUSE.  REFERENCE MARKS ARE STABLE AND
 LX6110'IN GOOD CONDITION.
 LX6110'
 LX6110'THE STATION IS MARKED BY A BRONZE CONN. GEODETIC TRAVERSE DISK,
 LX6110'SET IN A MONUMENT STAMPED HOPEMAN 1936, SET ABOUT 1 FOOT BELOW
 LX6110'GROUND LEVEL.
 LX6110'
 LX6110'R.M. NO. 1--E OF STATION.  SW CORNER OF HOUSE OWNED BY HANS
 LX6110'HOFFMAN.
 LX6110'
 LX6110'R.M. NO. 2--S OF STATION.  S OF WIRE FENCE, CONN. GEODETIC
 LX6110'TRAVERSE DISK SET IN LEDGE ABOVE LOW GROUND, STAMPED HOPEMAN 1936,
 LX6110'R.M. NO. 2.
 LX6110'
 LX6110'R.M. NO. 3--SW OF STATION.  N OF WIRE FENCE, CONN. GEODETIC
 LX6110'TRAVERSE DISK SET IN LEDGE, STAMPED HOPEMAN 1936, R.M. NO. 3.
 LX6110
 LX6110                          STATION RECOVERY (1942)
 LX6110
 LX6110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6110'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 LX6110'PLACE AND IN GOOD CONDITION.  THE LAND IS NOW OWNED BY FRANK
 LX6110'DOSKOCIL INSTEAD OF JOSEPH DOLEZOL AS OF 1936.  A VARIATION WAS
 LX6110'FOUND IN THE DISTANCE TO R.M. NO. 2 AND R.M. NO. 3 AS SHOWN
 LX6110'BELOW.  THE SW CORNER OF THE FRANK DOSKOCILS HOUSE WAS OBSERVED
 LX6110'FOR R.M. NO. 1 INSTEAD OF THE SW CORNER OF HANS HOFFMANS HOUSE,
 LX6110'BOTH HOUSES ARE ABOUT THE SAME DISTANCE FROM THE STATION.
 LX6110'
 LX6110'AN AZIMUTH MARK WAS NOT ESTABLISHED BECAUSE A SUITABLE LOCATION
 LX6110'COULD NOT BE FOUND.
 LX6110
 LX6110                          STATION RECOVERY (1976)
 LX6110
 LX6110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6110'THE STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 LX6110'CONDITION.  REFERENCE MARK 1 (WHICH WAS THE CORNER OF A HOUSE)
 LX6110'WAS NOT RECOVERED.  THE DIRECTIONS TO REFERENCE MARKS 2 AND 3
 LX6110'CHECKED THE 1942 DATA.  THE DISTANCE TO REFERENCE MARK 3 WAS
 LX6110'FOUND LONGER BY 0.121 OF A METER.  DUE TO A LARGE AMOUNT OF
 LX6110'CLEARING, REFERENCE MARK 2 WAS NOT MEASURED TO AND THE 1942
 LX6110'MEASUREMENT WAS USED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX6110'
 LX6110'THE STATION IS ABOUT 3-3/4 MILES SOUTHWEST OF THE JUNCTION OF
 LX6110'STATE HIGHWAYS 9 AND 81, 2 MILES EAST OF THE JUNCTION OF STATE
 LX6110'HIGHWAYS 79 AND 148, JUST WEST OF THE JUNCTION OF LITTLE CITY
 LX6110'ROAD AND JACKSON ROAD AND ON PROPERTY OWNED BY MR. JOHN R.
 LX6110'GRIFFITH, RFD, LITTLE CITY ROAD, KILLINGWORTH, CONNECTICUT.
 LX6110'MR. GRIFFITH LIVES IN A HOUSE JUST NORTH OF THE STATION AND HIS
 LX6110'PHONE NUMBER IS 345-2557.
 LX6110'
 LX6110'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 LX6110'81 WHICH IS ABOUT 7 MILES SOUTHEAST OF MIDDLETOWN, GO SOUTHERLY
 LX6110'ON HIGHWAY 81 FOR 0.5 MILE TO THE JUNCTION OF LITTLE CITY ROAD
 LX6110'ON THE RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON LITTLE CITY
 LX6110'ROAD FOR 2.8 MILES TO THE JUNCTION OF SIMA ROAD ON THE LEFT.
 LX6110'BEAR LEFT AND GO WEST AND SOUTH ON SIMA ROAD (WHICH TURNS BACK
 LX6110'INTO LITTLE CITY ROAD AFTER ENTERING KILLINGWORTH TOWN) FOR
 LX6110'1.15 MILES TO THE JUNCTION OF JACKSON ROAD ON THE LEFT AND A
 LX6110'GAP IN A ROCK FENCE ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 LX6110'ABOUT 225 FEET INTO AN OPEN AREA AND THE STATION ALONG THE
 LX6110'NORTH SIDE OF AN OLD FENCE ROW AS DESCRIBED.
 LX6110'
 LX6110'STATION MARK, STAMPED---1936 HOPEMAN---, IS A CONNECTICUT
 LX6110'GEODETIC TRAVERSE DISK SET IN A CONCRETE MONUMENT WHICH IS
 LX6110'ABOUT 12 INCHES BELOW THE GROUND SURFACE.  IT IS 222 FEET WEST
 LX6110'OF CENTER OF LITTLE CITY ROAD, 10 FEET NORTHWEST OF A 6-INCH
 LX6110'WILD CHERRY TREE AND 7 FEET NORTH OF A METAL WITNESS POST.
 LX6110'
 LX6110'REFERENCE MARK 2, STAMPED---1936 RM NO 2 HOPEMAN---, IS A
 LX6110'CONNECTICUT GEODETIC TRAVERSE DISK CEMENTED IN A DRILL HOLE IN
 LX6110'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED
 LX6110'ON THE NORTH EDGE OF A SMALL KNOLL WITH SMALL ROCK OUTCROPS
 LX6110'SCATTERED OVER IT AND IS 31.5 FEET EAST OF A 28-INCH
 LX6110'HARDWOOD TREE.
 LX6110'
 LX6110'REFERENCE MARK 3, STAMPED---1936 RM NO 3 HOPEMAN---, IS A
 LX6110'CONNECTICUT GEODETIC TRAVERSE DISK CEMENTED IN A DRILL HOLE IN
 LX6110'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 23.5
 LX6110'FEET SOUTHEAST OF A METAL WITNESS POST, 20 FEET SOUTH OF THE
 LX6110'SOUTH EDGE OF A FIELD, 15 FEET SOUTHWEST OF AN 8-INCH ELM TREE
 LX6110'AND 8 FEET NORTH OF A 10-INCH HICKORY TREE.
 LX6110'
 LX6110'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO A LARGE
 LX6110'AMOUNT OF CLEARING.  NO SUITABLE PLACE WAS FOUND TO SET AN
 LX6110'AZIMUTH MARK.
 LX6110'
 LX6110'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.5 METERS.
 LX6110'
 LX6110'DESCRIBED BY EDWARD L. WORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4794 ***********************************************************************
 LX4794  DESIGNATION -  HOPKINS
 LX4794  PID         -  LX4794
 LX4794  STATE/COUNTY-  CT/NEW LONDON
 LX4794  USGS QUAD   -  NORWICH (1983)
 LX4794
 LX4794                         *CURRENT SURVEY CONTROL
 LX4794  ___________________________________________________________________
 LX4794* NAD 83(1996)-  41 35 39.26953(N)    072 06 08.62440(W)     ADJUSTED  
 LX4794* NAVD 88     -       152.4    (meters)     500.     (feet)  VERTCON   
 LX4794  ___________________________________________________________________
 LX4794  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 LX4794  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX4794
 LX4794  HORZ ORDER  -  FIRST
 LX4794
 LX4794.The horizontal coordinates were established by classical geodetic methods
 LX4794.and adjusted by the National Geodetic Survey in August 1998..
 LX4794
 LX4794.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4794
 LX4794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4794
 LX4794.The geoid height was determined by GEOID03.
 LX4794
 LX4794;                    North         East     Units Scale Factor Converg.
 LX4794;SPC CT       -   237,108.106   358,793.240   MT  0.99998370   +0 25 45.8
 LX4794;SPC CT       -   777,912.18  1,177,140.82   sFT  0.99998370   +0 25 45.8
 LX4794;SPC RI       -    56,916.624    49,775.459   MT  1.00002478   -0 23 59.7
 LX4794;SPC RI       -   186,733.96    163,304.99   sFT  1.00002478   -0 23 59.7
 LX4794;UTM  18      - 4,608,782.739   741,503.539   MT  1.00031780   +1 55 28.2
 LX4794
 LX4794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4794!SPC CT       -   0.99998082  x   0.99998370  =   0.99996452
 LX4794!SPC RI       -   0.99998082  x   1.00002478  =   1.00000560
 LX4794!UTM  18      -   0.99998082  x   1.00031780  =   1.00029862
 LX4794
 LX4794:                Primary Azimuth Mark                     Grid Az
 LX4794:SPC CT       -  MONTY                                    014 41 42.1
 LX4794:SPC RI       -  MONTY                                    015 31 27.6
 LX4794:UTM  18      -  MONTY                                    013 11 59.7
 LX4794
 LX4794|---------------------------------------------------------------------|
 LX4794| PID    Reference Object                     Distance      Geod. Az  |
 LX4794|                                                           dddmmss.s |
 LX4794| LX4727 MONTY                               APPROX. 8.9 KM 0150727.9 |
 LX4794| CZ6623 HOPKINS RM 1                         12.731 METERS 04058     |
 LX4794| CZ6624 HOPKINS RM 2                         24.976 METERS 11057     |
 LX4794| LX4776 NORWICH WICH MAST                   APPROX. 5.1 KM 1542644.5 |
 LX4794| LX4780 NORWICH STANDPIPE                   APPROX. 1.5 KM 1883844.0 |
 LX4794| CZ6622 HOPKINS AZ MK                        78.882 METERS 27218     |
 LX4794|---------------------------------------------------------------------|
 LX4794
 LX4794                          SUPERSEDED SURVEY CONTROL
 LX4794
 LX4794  NAD 83(1992)-  41 35 39.26867(N)    072 06 08.62390(W) AD(       ) 1
 LX4794  NAD 83(1986)-  41 35 39.26947(N)    072 06 08.62558(W) AD(       ) 1
 LX4794  NAD 27      -  41 35 38.91574(N)    072 06 10.34732(W) AD(       ) 1
 LX4794  NGVD 29 (07/19/86)  152.7    (m)          501.     (f) VERT ANG       
 LX4794
 LX4794.Superseded values are not recommended for survey control.
 LX4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4794.See file dsdata.txt to determine how the superseded data were derived.
 LX4794
 LX4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4150408783(NAD 83)
 LX4794_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4794+STABILITY: SURFACE MOTION
 LX4794
 LX4794  HISTORY     - Date     Condition        Report By
 LX4794  HISTORY     - 1975     MONUMENTED       NGS
 LX4794  HISTORY     - 20060523 MARK NOT FOUND   USPSQD
 LX4794
 LX4794                          STATION DESCRIPTION
 LX4794
 LX4794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4794'STATION IS ABOUT 5 MILES NORTH OF NORWICH, 4-1/2 MILES WEST OF
 LX4794'JEWETT CITY, 3-3/4 MILES NORTH OF NORWICHTOWN, 2 MILES
 LX4794'SOUTHEAST OF FRANKLIN, 1-3/4 MILES SOUTHWEST OF BALTIC, ALONG THE
 LX4794'WEST SIDE OF PLAIN HILL ROAD, AT THE SITE OF AN ABANDONED FIRE
 LX4794'TOWER AND NOW THE SITE OF A SMALL RADIO MAST AND ON PROPERTY
 LX4794'OWNED BY THE STATE.
 LX4794'
 LX4794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 LX4794'WEST TOWN STREET (EXIT 82) IN NORWICHTOWN, GO WEST ON WEST
 LX4794'TOWN STREET FOR 0.25 MILE TO THE JUNCTION OF HUNTINGTON AVENUE
 LX4794'AND PLAIN HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 LX4794'HUNTINGTON AVENUE WHICH TURNS INTO PLAIN HILL ROAD FOR 2.7
 LX4794'MILES TO A SMALL ROCK FENCE ENCLOSURE, SITE OF AN ABANDONED
 LX4794'FIRE TOWER, A SMALL RADIO TOWER AND THE STATION ON THE LEFT.
 LX4794'
 LX4794'THE STATION MARKS ARE STANDARD DISKS STAMPED HOPKINS 1974.  THE
 LX4794'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH IS FLUSH
 LX4794'WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN
 LX4794'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LX4794'SURFACE.  THEY ARE 99 FEET WEST OF CENTER OF PLAIN HILL ROAD,
 LX4794'28.5 FEET SOUTHWEST OF THE SMALL MAST IN CENTER OF THE BASE OF
 LX4794'THE ABANDONED FIRE TOWER, 19.5 FEET NORTH OF A ROCK FENCE AND
 LX4794'18 FEET EAST OF A ROCK FENCE.
 LX4794'
 LX4794'REFERENCE MARK 1, STAMPED HOPKINS 1974 NO 1, IS A STANDARD DISK
 LX4794'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF THE
 LX4794'NORTHEAST LEG OF THE FIRE TOWER.  IT IS 69 FEET WEST OF CENTER OF
 LX4794'PLAIN HILL ROAD, 34 FEET WEST OF THE ENTRANCE TO THE SMALL ROCK
 LX4794'FENCE ENCLOSURE AND 13 FEET NORTHEAST OF THE SMALL MAST.
 LX4794'
 LX4794'REFERENCE MARK 2, STAMPED HOPKINS 1974 NO 2, IS A STANDARD DISK
 LX4794'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LX4794'IS 73 FEET SOUTHEAST OF THE SMALL MAST, 25 FEET WEST OF CENTER OF
 LX4794'PLAIN HILL ROAD, 8 FEET SOUTH OF CENTER OF A DRIVEWAY AND 2 FEET
 LX4794'NORTHEAST OF A METAL WITNESS POST AND POWER POLE NUMBER 501.
 LX4794'
 LX4794'AZIMUTH MARK, STAMPED HOPKINS 1974 AZ, IS A STANDARD REFERENCE
 LX4794'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 LX4794'2 BY 4 FEET IN SIZE AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LX4794'SURFACE.  IT IS 280 FEET WEST OF THE SMALL MAST, 92 FEET NORTH OF
 LX4794'A ROCK FENCE, 11 FEET EAST OF A ROCK FENCE AND 8 FEET EAST OF A
 LX4794'METAL WITNESS POST.
 LX4794'
 LX4794'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 LX4794
 LX4794                          STATION RECOVERY (2006)
 LX4794
 LX4794'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4794'MARK NOT FOUND.  FOUND RM2 AT 4.7 FT N OF POLE 501.  DISTANCES TO RM
 LX4794'AND ROCK RENCES PUT MARK JUST OUTSIDE THE SW CORNER OF A 31FT X 30FT
 LX4794'FENCED ENCLOSURE AROUND A CELL PHONE TOWER.  EXCAVATION OF AREA
 LX4794'REVEALED NO SIGN OF MARK OR POST.  A 17FT X 11FT BLOCK STRUCTURE IS TO
 LX4794'THE E OF THE FENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5877 ***********************************************************************
 LX5877  DESIGNATION -  HORSE HILL
 LX5877  PID         -  LX5877
 LX5877  STATE/COUNTY-  CT/MIDDLESEX
 LX5877  USGS QUAD   -  ESSEX (1977)
 LX5877
 LX5877                         *CURRENT SURVEY CONTROL
 LX5877  ___________________________________________________________________
 LX5877* NAD 83(1996)-  41 18 00.87585(N)    072 29 27.03853(W)     ADJUSTED  
 LX5877* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 LX5877  ___________________________________________________________________
 LX5877  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LX5877  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX5877
 LX5877  HORZ ORDER  -  SECOND
 LX5877
 LX5877.The horizontal coordinates were established by classical geodetic methods
 LX5877.and adjusted by the National Geodetic Survey in August 1998..
 LX5877
 LX5877.The orthometric height was scaled from a topographic map.
 LX5877
 LX5877.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5877
 LX5877.The geoid height was determined by GEOID03.
 LX5877
 LX5877;                    North         East     Units Scale Factor Converg.
 LX5877;SPC CT       -   204,286.609   326,505.281   MT  0.99999139   +0 10 18.6
 LX5877;SPC CT       -   670,230.32  1,071,209.41   sFT  0.99999139   +0 10 18.6
 LX5877;SPC NY L     -   126,972.735   426,392.181   MT  1.00002572   +0 59 13.6
 LX5877;SPC NY L     -   416,576.38  1,398,921.68   sFT  1.00002572   +0 59 13.6
 LX5877;UTM  18      - 4,575,124.749   710,072.132   MT  1.00014314   +1 39 24.0
 LX5877
 LX5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5877!SPC CT       -   0.99999805  x   0.99999139  =   0.99998944
 LX5877!SPC NY L     -   0.99999805  x   1.00002572  =   1.00002377
 LX5877!UTM  18      -   0.99999805  x   1.00014314  =   1.00014119
 LX5877
 LX5877:                Primary Azimuth Mark                     Grid Az
 LX5877:SPC CT       -  GUARDHOUSE POINT TANK                    109 21 28.6
 LX5877:SPC NY L     -  GUARDHOUSE POINT TANK                    108 32 33.6
 LX5877:UTM  18      -  GUARDHOUSE POINT TANK                    107 52 23.2
 LX5877
 LX5877|---------------------------------------------------------------------|
 LX5877| PID    Reference Object                     Distance      Geod. Az  |
 LX5877|                                                           dddmmss.s |
 LX5877| LX5844 GUARDHOUSE POINT TANK               APPROX.10.5 KM 1093147.2 |
 LX5877| LX5910 WESTBROOK TANK                      APPROX. 4.9 KM 1142529.3 |
 LX5877| LX5889 YE CASTLE INN TURRET                APPROX. 9.7 KM 1160509.7 |
 LX5877| LX5871 HAMMOCK RESAURANT SIGN              APPROX. 3.1 KM 1493055.6 |
 LX5877| LX5876 DUCK ISLAND N BREAKWATER LT         APPROX. 4.6 KM 1631939.8 |
 LX5877| LX5873 DUCK ISLAND W BREAKWATER LT         APPROX. 4.9 KM 1742617.5 |
 LX5877| LX6330 KELSEY POINT BREAKWATER LT          APPROX. 6.5 KM 1925601.9 |
 LX5877| LX6193 STEVENS                             APPROX. 4.7 KM 2753721.5 |
 LX5877| CZ6625 HORSE HILL RM 2                      23.640 METERS 30911     |
 LX5877| LX6198 KILLINGWORTH CONG CH DOME           APPROX. 9.4 KM 3180507.2 |
 LX5877| CZ6626 HORSE HILL RM 3                                    3475104.5 |
 LX5877| LX5878 DALYS PINE                          APPROX. 0.6 KM 3542657.6 |
 LX5877|---------------------------------------------------------------------|
 LX5877
 LX5877                          SUPERSEDED SURVEY CONTROL
 LX5877
 LX5877  NAD 83(1992)-  41 18 00.87494(N)    072 29 27.03826(W) AD(       ) 2
 LX5877  NAD 83(1986)-  41 18 00.87698(N)    072 29 27.04156(W) AD(       ) 2
 LX5877  NAD 27      -  41 18 00.51900(N)    072 29 28.71200(W) AD(       ) 2
 LX5877
 LX5877.Superseded values are not recommended for survey control.
 LX5877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5877.See file dsdata.txt to determine how the superseded data were derived.
 LX5877
 LX5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1007275125(NAD 83)
 LX5877_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5877_SETTING: 66 = SET IN ROCK OUTCROP
 LX5877_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5877+STABILITY: POSITION/ELEVATION WELL
 LX5877
 LX5877  HISTORY     - Date     Condition        Report By
 LX5877  HISTORY     - 1934     MONUMENTED       CGS
 LX5877  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5877  HISTORY     - 1983     GOOD             USPSQD
 LX5877  HISTORY     - 19970403 GOOD             USPSQD
 LX5877  HISTORY     - 19981125 GOOD             USPSQD
 LX5877
 LX5877                          STATION DESCRIPTION
 LX5877
 LX5877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5877'THIS STATION IS ON THE PROPERTY OF OWEN J. BOWEN, KNOWN AS THE
 LX5877'OLD COOK PLACE, ON HORSE HILL.  TO APPROACH FROM CLINTON--GO TO
 LX5877'THE EASTERLY END OF CLINTONS MAIN STREET (BOSTON POST
 LX5877'ROAD).  THIS IS THE JUNCTION WITH ROUTE 145.  TURN NORTHERLY ON
 LX5877'ROUTE 145 ACROSS THE OVERHEAD BRIDGE OVER THE RAILROAD
 LX5877'TRACKS.  FOLLOW THIS ROAD 2.5 MILES TO A POINT OPPOSITE
 LX5877'(DIRECTLY) THE STATION.  THE STATION IS ON THE HIGHEST BARE
 LX5877'LEDGE EASTERLY OF THE HIGHWAY.  IT IS ABOUT 40.5 METERS E OF
 LX5877'THE CENTER LINE OF THE HIGHWAY.  E GABLE OF BOWENS HOUSE BEARS
 LX5877'W (MAGNETIC) AND IS ABOUT 82 METERS DISTANT.  THE LEDGE
 LX5877'BEARING THE STATION IS IN THE LINE OF THE FIST STONE
 LX5877'BOUNDARY FENCE E OF THE ROADSIDE FENCE.
 LX5877'
 LX5877'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5877'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX5877'NO.1, REFERENCE MARK NO.2, AND REFERENCE MARK NO.3, ARE STANDARD
 LX5877'BRONZE DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES
 LX5877'12A.
 LX5877'
 LX5877'REFERENCE MARK NO.1 IS IN A LEDGE 15 METERS E OF THE CENTER
 LX5877'LINE OF THE HIGHWAY.  REFERENCE MARK NO.2 IS IN A SEPARATE LEDGE
 LX5877'ABOUT 10 METERS E OF THE HIGHWAY FENCE AND 22 METERS E OF THE
 LX5877'CENTER LINE OF THE HIGHWAY.  IT BEARS N 35 DEG W
 LX5877'(MAGNETIC).  REFERENCE MARK NO. 3 IS IN THE LEDGE ON THE W EDGE
 LX5877'OF THE HIGHWAY AT THE FIRST ROCK CUT N OF STATION.  IT BEARS N
 LX5877'(MAGNETIC).
 LX5877'
 LX5877'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 LX5877
 LX5877                          STATION RECOVERY (1960)
 LX5877
 LX5877'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5877'STATION AND RMS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO
 LX5877'REACH STATION FROM EXIT 64 ON CONN. TURNPIKE, GO .4 MILE NORTH ON
 LX5877'CONN. 145.
 LX5877
 LX5877                          STATION RECOVERY (1983)
 LX5877
 LX5877'RECOVERY NOTE BY US POWER SQUADRON 1983 (JRR)
 LX5877'HORSE HILL 1934 RECOVERED GOOD.
 LX5877'
 LX5877'HORSE HILL NO 1 1934 RECOVERED GOOD.
 LX5877'
 LX5877'HORSE HILL NO 2 1934 RECOVERED GOOD.
 LX5877'
 LX5877'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  (REFERENCE
 LX5877'MARKS 1 AND 2 ONLY.
 LX5877'
 LX5877'HORSE HILL 1934 RM 3 RECOVERED GOOD.
 LX5877'
 LX5877'STATION WAS FOUND AS DESCRIBED.  ADD TO DESCRIPTION THAT IT IS
 LX5877'ACROSS THE STREET FROM AND MIDWAY BETWEEN SOUTHERN NEW ENGLAND
 LX5877'TELEPHONE POLES 53 AND 54.
 LX5877
 LX5877                          STATION RECOVERY (1997)
 LX5877
 LX5877'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5877'RECOVERED IN GOOD CONDITION.
 LX5877
 LX5877                          STATION RECOVERY (1998)
 LX5877
 LX5877'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6354 ***********************************************************************
 LX6354  DESIGNATION -  HORSE ISLAND CHIMNEY
 LX6354  PID         -  LX6354
 LX6354  STATE/COUNTY-  CT/NEW HAVEN
 LX6354  USGS QUAD   -  
 LX6354
 LX6354                         *CURRENT SURVEY CONTROL
 LX6354  ___________________________________________________________________
 LX6354* NAD 83(1996)-  41 14 39.80498(N)    072 45 29.07116(W)     ADJUSTED  
 LX6354* NAVD 88     -                                                        
 LX6354  ___________________________________________________________________
 LX6354  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6354  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX6354
 LX6354  HORZ ORDER  -  THIRD
 LX6354
 LX6354.The horizontal coordinates were established by classical geodetic methods
 LX6354.and adjusted by the National Geodetic Survey in August 1998..
 LX6354
 LX6354
 LX6354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6354
 LX6354.The geoid height was determined by GEOID03.
 LX6354
 LX6354;                    North         East     Units Scale Factor Converg.
 LX6354;SPC CT       -   198,051.143   304,123.709   MT  0.99999581   -0 00 19.3
 LX6354;SPC CT       -   649,772.79    997,779.20   sFT  0.99999581   -0 00 19.3
 LX6354;SPC NY L     -   120,418.784   404,101.099   MT  1.00001854   +0 48 44.4
 LX6354;SPC NY L     -   395,073.96  1,325,788.36   sFT  1.00001854   +0 48 44.4
 LX6354;UTM  18      - 4,568,310.987   687,857.494   MT  1.00003434   +1 28 42.5
 LX6354
 LX6354                          SUPERSEDED SURVEY CONTROL
 LX6354
 LX6354  NAD 83(1992)-  41 14 39.80411(N)    072 45 29.07100(W) AD(       ) 4
 LX6354  NAD 83(1986)-  41 14 39.80606(N)    072 45 29.07384(W) AD(       ) 4
 LX6354  NAD 27      -  41 14 39.46900(N)    072 45 30.73500(W) AD(       ) 3
 LX6354
 LX6354.Superseded values are not recommended for survey control.
 LX6354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6354.See file dsdata.txt to determine how the superseded data were derived.
 LX6354
 LX6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8785768311(NAD 83)
 LX6354
 LX6354  HISTORY     - Date     Condition        Report By
 LX6354  HISTORY     - 1933     MONUMENTED       CGS
 LX6354  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6354  HISTORY     - 1987     POOR             USPSQD
 LX6354  HISTORY     - 1989     POOR             USPSQD
 LX6354
 LX6354                          STATION DESCRIPTION
 LX6354
 LX6354'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6354'THIS STATION IS ON THE ONLY HOUSE ON HORSE ISLAND.  THIS FACT,
 LX6354'ALONE, IDENTIFIES IT.  THERE IS A SINGLE CHIMNEY ON THE HOUSE, AT
 LX6354'THE EASTERLY END.
 LX6354'
 LX6354'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6354
 LX6354                          STATION RECOVERY (1961)
 LX6354
 LX6354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6354'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6354'IS COMPLETE AND ADEQUATE WITH THE FOLLOWING ADDITION.  THERE ARE
 LX6354'SEVERAL HOUSES ON THE ISLAND NOW, BUT THE STATION IS ON THE
 LX6354'HIGHEST PART OF THE ISLAND AND IS THE LARGEST HOUSE.
 LX6354
 LX6354                          STATION RECOVERY (1987)
 LX6354
 LX6354'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHM)
 LX6354'MARK RECOVERED IN POOR CONDITION.
 LX6354
 LX6354                          STATION RECOVERY (1989)
 LX6354
 LX6354'RECOVERY NOTE BY US POWER SQUADRON 1989 (RC)
 LX6354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6816 ***********************************************************************
 LX6816  DESIGNATION -  HOSPITAL
 LX6816  PID         -  LX6816
 LX6816  STATE/COUNTY-  CT/MIDDLESEX
 LX6816  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6816
 LX6816                         *CURRENT SURVEY CONTROL
 LX6816  ___________________________________________________________________
 LX6816* NAD 83(1996)-  41 33 19.09521(N)    072 36 47.26940(W)     ADJUSTED  
 LX6816* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 LX6816  ___________________________________________________________________
 LX6816  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX6816  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX6816
 LX6816  HORZ ORDER  -  THIRD
 LX6816
 LX6816.The horizontal coordinates were established by classical geodetic methods
 LX6816.and adjusted by the National Geodetic Survey in August 1998..
 LX6816
 LX6816.The orthometric height was scaled from a topographic map.
 LX6816
 LX6816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6816
 LX6816.The geoid height was determined by GEOID03.
 LX6816
 LX6816;                    North         East     Units Scale Factor Converg.
 LX6816;SPC CT       -   232,590.323   316,218.773   MT  0.99998321   +0 05 26.7
 LX6816;SPC CT       -   763,090.08  1,037,461.09   sFT  0.99998321   +0 05 26.7
 LX6816;UTM  18      - 4,603,155.235   699,052.187   MT  1.00008762   +1 35 01.8
 LX6816
 LX6816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6816!SPC CT       -   0.99999419  x   0.99998321  =   0.99997740
 LX6816!UTM  18      -   0.99999419  x   1.00008762  =   1.00008181
 LX6816
 LX6816:                Primary Azimuth Mark                     Grid Az
 LX6816:SPC CT       -  VICCHITTOS BARN VENT                     177 14 50.5
 LX6816:UTM  18      -  VICCHITTOS BARN VENT                     175 45 15.4
 LX6816
 LX6816|---------------------------------------------------------------------|
 LX6816| PID    Reference Object                     Distance      Geod. Az  |
 LX6816|                                                           dddmmss.s |
 LX6816| LX6817 VICCHITTOS BARN VENT                APPROX. 1.7 KM 1772017.2 |
 LX6816| CZ6628 HOSPITAL RM 1                        29.400 METERS 26948     |
 LX6816| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX. 3.2 KM 2793809.6 |
 LX6816| LX6950 MIDDLETOWN ST HOSP COAL ELEV        APPROX. 1.5 KM 2900438.1 |
 LX6816| LX6970 MIDDLETOWN CATH CHURCH SPIRE        APPROX. 3.5 KM 2902230.6 |
 LX6816| CZ6629 HOSPITAL RM 2                        14.660 METERS 34905     |
 LX6816|---------------------------------------------------------------------|
 LX6816
 LX6816                          SUPERSEDED SURVEY CONTROL
 LX6816
 LX6816  NAD 83(1992)-  41 33 19.09452(N)    072 36 47.26933(W) AD(       ) 3
 LX6816  NAD 83(1986)-  41 33 19.09647(N)    072 36 47.27143(W) AD(       ) 3
 LX6816  NAD 27      -  41 33 18.73700(N)    072 36 48.94500(W) AD(       ) 3
 LX6816
 LX6816.Superseded values are not recommended for survey control.
 LX6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6816.See file dsdata.txt to determine how the superseded data were derived.
 LX6816
 LX6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9905203155(NAD 83)
 LX6816
 LX6816  HISTORY     - Date     Condition        Report By
 LX6816  HISTORY     - 1935     MONUMENTED       CGS
 LX6816  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6816
 LX6816                          STATION DESCRIPTION
 LX6816
 LX6816'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6816'THE STATION IS ON TOP OF A CONICAL HILL ABOUT 1/2 MILE E OF THE
 LX6816'MIDDLETOWN STATE HOSPITAL, AND IS S OF THE CONNECTICUT RIVER.  THE
 LX6816'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF AN 8- BY
 LX6816'8-INCH GRANITE BLOCK THAT HAS THE LETTERS U.S.G.S. CARVED IN THE
 LX6816'FOUR CORNERS - ONE LETTER IN EACH CORNER.  THIS IS PROBABLY AN
 LX6816'OLD COAST SURVEY STATION, BUT THERE WAS NEITHER A DESCRIPTION OR
 LX6816'GEOGRAPHIC POSITION FOR IT.  THE STATION IS ON THE STATE
 LX6816'HOSPITAL PROPERTY.
 LX6816'
 LX6816'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6816'OUTCROPPING LEDGE WESTERLY OF THE STATION AND AT A LOWER LEVEL
 LX6816'THAN THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN
 LX6816'A DRILL HOLE IN OUTCROPPING LEDGE N OF THE STATION AND AT A LOWER
 LX6816'LEVEL THAN THE STATION.
 LX6816'
 LX6816'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6816
 LX6816                          STATION RECOVERY (1948)
 LX6816
 LX6816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6816'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7593 ***********************************************************************
 LX7593  DESIGNATION -  HOSPITAL
 LX7593  PID         -  LX7593
 LX7593  STATE/COUNTY-  CT/FAIRFIELD
 LX7593  USGS QUAD   -  BRIDGEPORT (1984)
 LX7593
 LX7593                         *CURRENT SURVEY CONTROL
 LX7593  ___________________________________________________________________
 LX7593* NAD 83(1996)-  41 11 22.80239(N)    073 09 59.56446(W)     ADJUSTED  
 LX7593* NAVD 88     -        72.2    (meters)     237.     (feet)  VERTCON   
 LX7593  ___________________________________________________________________
 LX7593  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LX7593  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX7593
 LX7593  HORZ ORDER  -  FIRST
 LX7593
 LX7593.The horizontal coordinates were established by classical geodetic methods
 LX7593.and adjusted by the National Geodetic Survey in August 1998..
 LX7593
 LX7593.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7593
 LX7593.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7593
 LX7593.The geoid height was determined by GEOID03.
 LX7593
 LX7593;                    North         East     Units Scale Factor Converg.
 LX7593;SPC CT       -   192,057.923   269,855.216   MT  1.00000106   -0 16 34.3
 LX7593;SPC CT       -   630,110.04    885,349.99   sFT  1.00000106   -0 16 34.3
 LX7593;UTM  18      - 4,561,432.686   653,756.979   MT  0.99989096   +1 12 27.6
 LX7593
 LX7593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7593!SPC CT       -   0.99999336  x   1.00000106  =   0.99999442
 LX7593!UTM  18      -   0.99999336  x   0.99989096  =   0.99988432
 LX7593
 LX7593|---------------------------------------------------------------------|
 LX7593| PID    Reference Object                     Distance      Geod. Az  |
 LX7593|                                                           dddmmss.s |
 LX7593| CR9696 HOSPITAL RP 4                        10.865 METERS 00051     |
 LX7593| CR9693 HOSPITAL RP 1                         7.681 METERS 09240     |
 LX7593| CR9694 HOSPITAL RP 2                         5.625 METERS 18204     |
 LX7593| CR9695 HOSPITAL RP 3                         8.976 METERS 27034     |
 LX7593|---------------------------------------------------------------------|
 LX7593
 LX7593                          SUPERSEDED SURVEY CONTROL
 LX7593
 LX7593  NAD 83(1992)-  41 11 22.80132(N)    073 09 59.56360(W) AD(       ) 1
 LX7593  NAD 83(1986)-  41 11 22.80476(N)    073 09 59.56952(W) AD(       ) 1
 LX7593  NAD 83(1986)-  41 11 22.80358(N)    073 09 59.56825(W) AD(       ) 1
 LX7593  NGVD 29 (01/16/90)   72.5    (m)          238.     (f) VERT ANG       
 LX7593
 LX7593.Superseded values are not recommended for survey control.
 LX7593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7593.See file dsdata.txt to determine how the superseded data were derived.
 LX7593
 LX7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5375761433(NAD 83)
 LX7593_MARKER: DS = TRIANGULATION STATION DISK
 LX7593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7593+STABILITY: SURFACE MOTION
 LX7593
 LX7593  HISTORY     - Date     Condition        Report By
 LX7593  HISTORY     - 1982     MONUMENTED       NGS
 LX7593
 LX7593                          STATION DESCRIPTION
 LX7593
 LX7593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7593'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) EAST-NORTHEAST
 LX7593'OF FAIRFIELD, 4.0 KM (2.5 MI) WEST OF THE WEST BANK OF THE
 LX7593'HOUSATONIC RIVER, 3.2 KM (2.0 MI) NORTH-NORTHEAST OF THE
 LX7593'MOUTH OF BRIDGEPORT HARBOR, 0.4 KM (0.25 MI) SOUTH OF U.S.
 LX7593'HIGHWAY 1 AND ON TOP OF THE BRIDGEPORT HOSPITAL BUILDING
 LX7593'IN BRIDGEPORT CT.
 LX7593'OWNERSHIP--BRIDGEPORT HOSPITAL, MR WARREN HENLEY,
 LX7593'DIRECTOR OF MAINTANENCE, 267 GRANT STREET,
 LX7593'BRIDGEPORT CT 06602, PHONE 203-384-3249.
 LX7593'
 LX7593'TO REACH THE STATION FROM THE BRIDGEPORT HOSPITAL WHICH
 LX7593'IS LOCATED AT 267 GRANT STREET IN BRIDGEPORT, TAKE THE
 LX7593'ELEVATOR TO THE TENTH FLOOR, THEN STAIRS PASSING THROUGH
 LX7593'TWO LOCKED DOORS TO A LADDER LEADING TO A TRAP DOOR
 LX7593'THAT LEADS TO THE PENTHOUSE ROOF.  NOTE-ALL DOORS AND LOCKS
 LX7593'WILL BE OPEN BY THE HOSPITAL SECURITY.
 LX7593'
 LX7593'THE STATION IS A STANDARD NGS DISK
 LX7593'STAMPED---HOSPITAL 1982---,
 LX7593'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 LX7593'PROJECTING 8 CM ABOVE THE ROOF TOP.  LOCATION, SEE RP IN BOX SCORE.
 LX7593'
 LX7593'REFERENCE POINT NUMBER 1 IS A CHISELED CROSS IN METAL COVER
 LX7593'OVER TOP OF BRICK WALL AND IS STAMPED---RM E---.
 LX7593'IT IS LOCATED
 LX7593'11.16 METERS (36.6 FT) SOUTH FROM THE NORTHEAST CORNER OF
 LX7593'BUILDING AND
 LX7593'5.95 METERS (19.5 FT) NORTH FROM THE SOUTHEAST CORNER OF BIULDING.
 LX7593'MARK IS ABOVE STATION 0.91 METERS.
 LX7593'
 LX7593'REFERENCE POINT NUMBER 2 IS A CHISELED CROSS IN METAL COVER
 LX7593'OVER TOP OF BRICK WALL AND IS STAMPED---RM S---.
 LX7593'IT IS LOCATED
 LX7593'9.30 METERS (30.5 FT) EAST FROM THE SOUTHWEST CORNER OF BUILDING
 LX7593'AND
 LX7593'7.92 METERS (26.0 FT) WEST FROM THE SOUTHEAST CORNER OF BUILDING.
 LX7593'MARK IS ABOVE STATION 0.91 METERS.
 LX7593'
 LX7593'REFERENCE POINT NUMBER 3 IS A CHISELED CROSS IN METAL COVER
 LX7593'OVER TOP OF BRICK WALL AND IS STAMPED---RM W---.
 LX7593'IT IS LOCATED
 LX7593'8.67 METERS (28.45 FT) SOUTH FROM THE NORTHWEST CORNER OF
 LX7593'BUILDING AND,
 LX7593'5.58 METERS (18.3 FT) NORTH FROM THE SOUTHWEST CORNER OF BUILDING.
 LX7593'MARK IS ABOVE STATION 0.91 METERS.
 LX7593'
 LX7593'REFERENCE POINT NUMBER 4 IS A CHISELED CROSS IN METAL COVER
 LX7593'OVER TOP OF BRICK WALL AND IS STAMPED---RM N---.
 LX7593'IT IS LOCATED
 LX7593'8.40 METERS (27.55 FT) WEST FROM THE NORTHEAST CORNER OF BUILDING
 LX7593'AND
 LX7593'3.37 METERS (11.05 FT) EAST FROM THE NORTHWEST CORNER OF INSET OF
 LX7593'BUILDING.
 LX7593'MARK IS ABOVE STATION 0.91 METERS.
 LX7593'
 LX7593'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7593'NO SUITABLE LOCATION WAS FOUND AN AZIMUTH MARK.
 LX7593'
 LX7593'DESRCIBED BY J.N. LEONHARDT, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3691 ***********************************************************************
 LX3691  DESIGNATION -  HOUSATONIC RIVER BEACON 1
 LX3691  PID         -  LX3691
 LX3691  STATE/COUNTY-  CT/FAIRFIELD
 LX3691  USGS QUAD   -  MILFORD (1984)
 LX3691
 LX3691                         *CURRENT SURVEY CONTROL
 LX3691  ___________________________________________________________________
 LX3691* NAD 83(1996)-  41 09 47.01700(N)    073 06 13.37705(W)     ADJUSTED  
 LX3691* NAVD 88     -                                                        
 LX3691  ___________________________________________________________________
 LX3691  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LX3691  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX3691
 LX3691  HORZ ORDER  -  THIRD
 LX3691
 LX3691.The horizontal coordinates were established by classical geodetic methods
 LX3691.and adjusted by the National Geodetic Survey in August 1998..
 LX3691
 LX3691
 LX3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3691
 LX3691.The geoid height was determined by GEOID03.
 LX3691
 LX3691;                    North         East     Units Scale Factor Converg.
 LX3691;SPC CT       -   189,079.540   275,114.091   MT  1.00000394   -0 14 04.3
 LX3691;SPC CT       -   620,338.46    902,603.48   sFT  1.00000394   -0 14 04.3
 LX3691;SPC NY L     -   111,033.192   375,222.306   MT  1.00000979   +0 35 10.5
 LX3691;SPC NY L     -   364,281.40  1,231,041.85   sFT  1.00000979   +0 35 10.5
 LX3691;UTM  18      - 4,558,591.727   659,090.653   MT  0.99991150   +1 14 54.3
 LX3691
 LX3691                          SUPERSEDED SURVEY CONTROL
 LX3691
 LX3691  NAD 83(1992)-  41 09 47.01597(N)    073 06 13.37652(W) AD(       ) 4
 LX3691  NAD 83(1986)-  41 09 47.02091(N)    073 06 13.38036(W) AD(       ) 4
 LX3691  NAD 27      -  41 09 46.67600(N)    073 06 14.98700(W) AD(       ) 3
 LX3691
 LX3691.Superseded values are not recommended for survey control.
 LX3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3691.See file dsdata.txt to determine how the superseded data were derived.
 LX3691
 LX3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5909158592(NAD 83)
 LX3691
 LX3691  HISTORY     - Date     Condition        Report By
 LX3691  HISTORY     - 1931     MONUMENTED       CGS
 LX3691  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3691  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3691  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3691
 LX3691                          STATION DESCRIPTION
 LX3691
 LX3691'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX3691'STATION IS THE FLASHING GREEN, AUTOMATIC BEACON, MARKED NO. 1
 LX3691'STANDING ON THE W SIDE OF THE CHANNEL OPPOSITE THE TURN IN THE
 LX3691'ROCK BREAKWATER ABOUT 0.7 MILE DUE N OF STRATFORD POINT
 LX3691'LIGHTHOUSE.  IT MARKS THE SHOAL GROUND ON THE W SIDE OF THE
 LX3691'CHANNEL LEADING TO MILFORD, CONN., HARBOR.  STEEL FRAME ON A
 LX3691'MASONRY FOUNDATION.
 LX3691
 LX3691                          STATION RECOVERY (1933)
 LX3691
 LX3691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3691'RECOVERED AND RE-DETERMINED AS HOUSATONIC RIVER NO. 1 TO CONFORM
 LX3691'TO LIGHT LIST.
 LX3691
 LX3691                          STATION RECOVERY (1960)
 LX3691
 LX3691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3691'RECOVERED IN EXCELLENT CONDITION.  NEW DESCRIPTION NECESSARY AS
 LX3691'FOLLOWS--STATION IS THE AUTOMATIC FL G 2-1/2 SEC, MARKED 5,
 LX3691'STANDING ON W SIDE OF HOUSATONIC RIVER CHANNEL, OPPOSITE THE TURN
 LX3691'IN THE ROCK BREAKWATER, ABOUT 0.7 MILE DUE N OF STRATFORD
 LX3691'PT. L. H.  TAPERING BLACK STEEL SUPERSTRUCTURE, ABOVE WHITE,
 LX3691'TRUNCATED CONCRETE BASE.  BOTH SET ON CUT-STONE FOUNDATION.
 LX3691'
 LX3691'THE LIGHT IS NOW NUMBERED AS 5.
 LX3691
 LX3691                          STATION RECOVERY (1977)
 LX3691
 LX3691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 LX3691'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3691'
 LX3691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3691'3.0 MILES SOUTH OF VILLAGE OF STRATFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3698 ***********************************************************************
 LX3698  DESIGNATION -  HOUSATONIC RIVER BEACON 3
 LX3698  PID         -  LX3698
 LX3698  STATE/COUNTY-  CT/FAIRFIELD
 LX3698  USGS QUAD   -  MILFORD (1984)
 LX3698
 LX3698                         *CURRENT SURVEY CONTROL
 LX3698  ___________________________________________________________________
 LX3698* NAD 83(1996)-  41 10 06.19552(N)    073 06 32.50288(W)     ADJUSTED  
 LX3698* NAVD 88     -                                                        
 LX3698  ___________________________________________________________________
 LX3698  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LX3698  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX3698
 LX3698  HORZ ORDER  -  THIRD
 LX3698
 LX3698.The horizontal coordinates were established by classical geodetic methods
 LX3698.and adjusted by the National Geodetic Survey in August 1998..
 LX3698
 LX3698
 LX3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3698
 LX3698.The geoid height was determined by GEOID03.
 LX3698
 LX3698;                    North         East     Units Scale Factor Converg.
 LX3698;SPC CT       -   189,673.018   274,670.667   MT  1.00000334   -0 14 17.0
 LX3698;SPC CT       -   622,285.56    901,148.68   sFT  1.00000334   -0 14 17.0
 LX3698;SPC NY L     -   111,620.261   374,770.423   MT  1.00001030   +0 34 58.0
 LX3698;SPC NY L     -   366,207.47  1,229,559.30   sFT  1.00001030   +0 34 58.0
 LX3698;UTM  18      - 4,559,173.476   658,632.061   MT  0.99990971   +1 14 42.1
 LX3698
 LX3698                          SUPERSEDED SURVEY CONTROL
 LX3698
 LX3698  NAD 83(1992)-  41 10 06.19445(N)    073 06 32.50233(W) AD(       ) 4
 LX3698  NAD 83(1986)-  41 10 06.19948(N)    073 06 32.50611(W) AD(       ) 4
 LX3698  NAD 27      -  41 10 05.84900(N)    073 06 34.11300(W) AD(       ) 3
 LX3698
 LX3698.Superseded values are not recommended for survey control.
 LX3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3698.See file dsdata.txt to determine how the superseded data were derived.
 LX3698
 LX3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5863259173(NAD 83)
 LX3698
 LX3698  HISTORY     - Date     Condition        Report By
 LX3698  HISTORY     - 1931     MONUMENTED       CGS
 LX3698  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3698  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3698  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX3698
 LX3698                          STATION DESCRIPTION
 LX3698
 LX3698'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX3698'STATION IS THE FLASHING WHITE AUTOMATIC BEACON MARKING THE W
 LX3698'SIDE OF THE CHANNEL LEADING TO MILFORD HARBOR.
 LX3698'
 LX3698'IT IS OPPOSITE MILFORD POINT AND APPROXIMATELY A MILE NXW
 LX3698'OF STRATFORD POINT LIGHTHOUSE.  STEEL STRUCTURE ON A MASONRY BASE.
 LX3698
 LX3698                          STATION RECOVERY (1933)
 LX3698
 LX3698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3698'RECOVERED AND RE-DETERMINED AS HOUSATONIC RIVER NO. 3 TO CONFORM
 LX3698'TO LIGHT LIST.
 LX3698
 LX3698                          STATION RECOVERY (1960)
 LX3698
 LX3698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3698'RECOVERED IN EXCELLENT CONDITION.  NEW DESCRIPTION NECESSARY AS
 LX3698'FOLLOWS--STATION IS THE FL (WHITE) 2-1/2 SEC AUTOMATIC BEACON,
 LX3698'MARKED 7, ON THE W SIDE OF THE HOUSATONIC RIVER CHANNEL, ABOUT
 LX3698'0.2 MILE S OF MILFORD PT., AND APPROX. 1.0 MILE N X W OF STRATFORD
 LX3698'PT. L. H.  IT IS A TAPERING BLACK STEEL STRUCTURE, ABOVE A WHITE,
 LX3698'TRUNCATED, CONCRETE BASE, SET ON A TAPERING ROCK FOUNDATION.
 LX3698'
 LX3698'THE LIGHT IS NOW NUMBERED AS 7.
 LX3698
 LX3698                          STATION RECOVERY (1963)
 LX3698
 LX3698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JMC)
 LX3698'STATION RECOVERED IN GOOD CONDITION, PREVIOUS DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6845 ***********************************************************************
 LX6845  DESIGNATION -  HOUSKAS CUPOLA
 LX6845  PID         -  LX6845
 LX6845  STATE/COUNTY-  CT/MIDDLESEX
 LX6845  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6845
 LX6845                         *CURRENT SURVEY CONTROL
 LX6845  ___________________________________________________________________
 LX6845* NAD 83(1996)-  41 32 31.25604(N)    072 33 50.60903(W)     ADJUSTED  
 LX6845* NAVD 88     -                                                        
 LX6845  ___________________________________________________________________
 LX6845  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LX6845  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6845
 LX6845  HORZ ORDER  -  THIRD
 LX6845
 LX6845.The horizontal coordinates were established by classical geodetic methods
 LX6845.and adjusted by the National Geodetic Survey in August 1998..
 LX6845
 LX6845
 LX6845.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6845
 LX6845.The geoid height was determined by GEOID03.
 LX6845
 LX6845;                    North         East     Units Scale Factor Converg.
 LX6845;SPC CT       -   231,122.100   320,315.737   MT  0.99998315   +0 07 23.8
 LX6845;SPC CT       -   758,273.09  1,050,902.55   sFT  0.99998315   +0 07 23.8
 LX6845;UTM  18      - 4,601,794.092   703,186.485   MT  1.00010809   +1 36 57.6
 LX6845
 LX6845                          SUPERSEDED SURVEY CONTROL
 LX6845
 LX6845  NAD 83(1992)-  41 32 31.25535(N)    072 33 50.60894(W) AD(       ) 4
 LX6845  NAD 83(1986)-  41 32 31.25715(N)    072 33 50.61111(W) AD(       ) 4
 LX6845  NAD 27      -  41 32 30.89800(N)    072 33 52.28900(W) AD(       ) 3
 LX6845
 LX6845.Superseded values are not recommended for survey control.
 LX6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6845.See file dsdata.txt to determine how the superseded data were derived.
 LX6845
 LX6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0318601794(NAD 83)
 LX6845
 LX6845  HISTORY     - Date     Condition        Report By
 LX6845  HISTORY     - 1935     MONUMENTED       CGS
 LX6845  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6845
 LX6845                          STATION DESCRIPTION
 LX6845
 LX6845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6845'THIS STATION IS ON THE RESIDENCE OF C. HOUSKA, ON THE E SIDE OF THE
 LX6845'RIVER ROAD, 0.6 MILE N OF THE MAROMAS SCHOOLHOUSE.
 LX6845'
 LX6845'THE HOUSE IS A TWO-STORY SQUARE BUILDING PAINTED WITH WITH GREEN
 LX6845'SHUTTERS.  A ONE ONE-HALF STORY WING IS ATTACHED TO THE S SIDE
 LX6845'NEAR THE SE CORNER.
 LX6845'
 LX6845'BOTH ROOFS ARE ALMOST FLAT.  THERE IS A SQUARE CUPOLA IN THE
 LX6845'MIDDLE OF THE MAIN ROOF.  CUPOLA HAS ONE GLAZED WINDOW IN EACH
 LX6845'SIDE.  AN ELABORATE WOODEN FINIAL IS IN THE MIDDLE OF THE CUPOLA
 LX6845'ROOF.
 LX6845'
 LX6845'CENTER IS THE CUPOLA FINIAL.
 LX6845
 LX6845                          STATION RECOVERY (1948)
 LX6845
 LX6845'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6845'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5836 ***********************************************************************
 LX5836  DESIGNATION -  HOWARDS BARN CUPOLA
 LX5836  PID         -  LX5836
 LX5836  STATE/COUNTY-  CT/NEW LONDON
 LX5836  USGS QUAD   -  OLD LYME (1976)
 LX5836
 LX5836                         *CURRENT SURVEY CONTROL
 LX5836  ___________________________________________________________________
 LX5836* NAD 83(1996)-  41 21 08.07648(N)    072 22 27.50657(W)     ADJUSTED  
 LX5836* NAVD 88     -                                                        
 LX5836  ___________________________________________________________________
 LX5836  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX5836  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX5836
 LX5836  HORZ ORDER  -  THIRD
 LX5836
 LX5836.The horizontal coordinates were established by classical geodetic methods
 LX5836.and adjusted by the National Geodetic Survey in August 1998..
 LX5836
 LX5836
 LX5836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5836
 LX5836.The geoid height was determined by GEOID03.
 LX5836
 LX5836;                    North         East     Units Scale Factor Converg.
 LX5836;SPC CT       -   210,097.499   336,240.227   MT  0.99998813   +0 14 56.8
 LX5836;SPC CT       -   689,294.88  1,103,148.14   sFT  0.99998813   +0 14 56.8
 LX5836;UTM  18      - 4,581,187.149   719,654.868   MT  1.00019382   +1 44 07.6
 LX5836
 LX5836                          SUPERSEDED SURVEY CONTROL
 LX5836
 LX5836  NAD 83(1992)-  41 21 08.07554(N)    072 22 27.50624(W) AD(       ) 4
 LX5836  NAD 83(1986)-  41 21 08.07739(N)    072 22 27.50953(W) AD(       ) 4
 LX5836  NAD 27      -  41 21 07.72100(N)    072 22 29.22200(W) AD(       ) 3
 LX5836
 LX5836.Superseded values are not recommended for survey control.
 LX5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5836.See file dsdata.txt to determine how the superseded data were derived.
 LX5836
 LX5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1965581187(NAD 83)
 LX5836
 LX5836  HISTORY     - Date     Condition        Report By
 LX5836  HISTORY     - 1934     MONUMENTED       CGS
 LX5836  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5836
 LX5836                          STATION DESCRIPTION
 LX5836
 LX5836'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5836'THERE ARE THREE BUILDINGS OF CONSIDERABLE SIZE ON NOTT
 LX5836'ISLAND.  THEY ARE ON THE PROPERTY OF BENJAMIN HOWARD.  THE LARGEST
 LX5836'OF THESE IS A LONG RED BARN SOMEWHAT TO THE NORTHWARD OF THE
 LX5836'OTHERS.
 LX5836'
 LX5836'THE BARN HAS TWO SQUARE RED VENTILATING CUPOLAS EQUALLY SPACED
 LX5836'FROM THE ENDS OF THE RIDGEPOLE.
 LX5836'
 LX5836'CENTER IS THE CENTER LINE OF THE SOUTHERLY CUPOLA.
 LX5836
 LX5836                          STATION RECOVERY (1948)
 LX5836
 LX5836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5836'THE BARN IS NO LONGER IN EXISTENCE.  IT IS RECOMMENDED THAT THE
 LX5836'STATION BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5460 ***********************************************************************
 LX5460  DESIGNATION -  HOWARDS CHIMNEY
 LX5460  PID         -  LX5460
 LX5460  STATE/COUNTY-  CT/NEW LONDON
 LX5460  USGS QUAD   -  NIANTIC (1983)
 LX5460
 LX5460                         *CURRENT SURVEY CONTROL
 LX5460  ___________________________________________________________________
 LX5460* NAD 83(1996)-  41 19 39.43912(N)    072 11 10.01739(W)     ADJUSTED  
 LX5460* NAVD 88     -                                                        
 LX5460  ___________________________________________________________________
 LX5460  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LX5460  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5460
 LX5460  HORZ ORDER  -  THIRD
 LX5460
 LX5460.The horizontal coordinates were established by classical geodetic methods
 LX5460.and adjusted by the National Geodetic Survey in August 1998..
 LX5460
 LX5460
 LX5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5460
 LX5460.The geoid height was determined by GEOID03.
 LX5460
 LX5460;                    North         East     Units Scale Factor Converg.
 LX5460;SPC CT       -   207,448.733   352,006.576   MT  0.99998957   +0 22 26.0
 LX5460;SPC CT       -   680,604.72  1,154,874.91   sFT  0.99998957   +0 22 26.0
 LX5460;SPC NY L     -   130,496.914   451,846.931   MT  1.00002959   +1 11 11.1
 LX5460;SPC NY L     -   428,138.63  1,482,434.47   sFT  1.00002959   +1 11 11.1
 LX5460;UTM  18      - 4,578,947.513   735,488.533   MT  1.00028253   +1 51 32.5
 LX5460
 LX5460                          SUPERSEDED SURVEY CONTROL
 LX5460
 LX5460  NAD 83(1992)-  41 19 39.43799(N)    072 11 10.01674(W) AD(       ) 4
 LX5460  NAD 83(1986)-  41 19 39.43961(N)    072 11 10.02127(W) AD(       ) 4
 LX5460  NAD 27      -  41 19 39.09700(N)    072 11 11.74700(W) AD(       ) 3
 LX5460
 LX5460.Superseded values are not recommended for survey control.
 LX5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5460.See file dsdata.txt to determine how the superseded data were derived.
 LX5460
 LX5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3548978948(NAD 83)
 LX5460_MARKER: 85 = CHIMNEY
 LX5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5460+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001
 LX5460
 LX5460  HISTORY     - Date     Condition        Report By
 LX5460  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5460  HISTORY     - 1968     GOOD             CGS
 LX5460  HISTORY     - 1989     GOOD             USPSQD
 LX5460  HISTORY     - 20011001 GOOD             USPSQD
 LX5460
 LX5460                          STATION DESCRIPTION
 LX5460
 LX5460'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5460'THE HOME OF MR. HOWARD IS ON THE FIRST POINT N OF THE SHORE ROAD
 LX5460'TO NEW LONDON AND S OF THE NATIONAL GUARD CAMP.  THE HOUSE IS A
 LX5460'TWO-STORY FRAME STRUCTURE PAINTED WHITE.  THERE ARE TWO BROWN BRICK
 LX5460'CHIMNEYS, ONE AT THE E GABLE AND THE OTHER IN THE CENTER OF THE
 LX5460'HOUSE.  THE CHIMNEY AT THE E GABLE SHOWS ALL THE WAY TO THE
 LX5460'GROUND.
 LX5460'
 LX5460'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT 40
 LX5460'FEET.
 LX5460
 LX5460                          STATION RECOVERY (1968)
 LX5460
 LX5460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5460'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5460
 LX5460                          STATION RECOVERY (1989)
 LX5460
 LX5460'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5460'RECOVERED IN GOOD CONDITION.
 LX5460
 LX5460                          STATION RECOVERY (2001)
 LX5460
 LX5460'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5952 ***********************************************************************
 LX5952  DESIGNATION -  HOWARDS CHIMNEY
 LX5952  PID         -  LX5952
 LX5952  STATE/COUNTY-  CT/MIDDLESEX
 LX5952  USGS QUAD   -  DEEP RIVER (1971)
 LX5952
 LX5952                         *CURRENT SURVEY CONTROL
 LX5952  ___________________________________________________________________
 LX5952* NAD 83(1996)-  41 23 14.75702(N)    072 25 39.51908(W)     ADJUSTED  
 LX5952* NAVD 88     -                                                        
 LX5952  ___________________________________________________________________
 LX5952  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX5952  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX5952
 LX5952  HORZ ORDER  -  THIRD
 LX5952
 LX5952.The horizontal coordinates were established by classical geodetic methods
 LX5952.and adjusted by the National Geodetic Survey in August 1998..
 LX5952
 LX5952
 LX5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5952
 LX5952.The geoid height was determined by GEOID03.
 LX5952
 LX5952;                    North         East     Units Scale Factor Converg.
 LX5952;SPC CT       -   213,987.525   331,762.211   MT  0.99998638   +0 12 49.5
 LX5952;SPC CT       -   702,057.40  1,088,456.52   sFT  0.99998638   +0 12 49.5
 LX5952;UTM  18      - 4,584,960.394   715,076.525   MT  1.00016932   +1 42 04.9
 LX5952
 LX5952                          SUPERSEDED SURVEY CONTROL
 LX5952
 LX5952  NAD 83(1992)-  41 23 14.75614(N)    072 25 39.51879(W) AD(       ) 4
 LX5952  NAD 83(1986)-  41 23 14.75800(N)    072 25 39.52182(W) AD(       ) 4
 LX5952  NAD 27      -  41 23 14.40500(N)    072 25 41.22200(W) AD(       ) 3
 LX5952
 LX5952.Superseded values are not recommended for survey control.
 LX5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5952.See file dsdata.txt to determine how the superseded data were derived.
 LX5952
 LX5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1507784960(NAD 83)
 LX5952
 LX5952  HISTORY     - Date     Condition        Report By
 LX5952  HISTORY     - 1934     MONUMENTED       CGS
 LX5952  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5952  HISTORY     - 1984     GOOD             USPSQD
 LX5952
 LX5952                          STATION DESCRIPTION
 LX5952
 LX5952'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5952'THE RESIDENCE OF OLIVE HOWARD IS AT THE END OF FAIRVIEW AVENUE
 LX5952'ABOUT 1/4 MILE FROM RIVER STREET.  THE HOUSE IS A 1 1/2-STORY FRAME
 LX5952'STRUCTURE PAINTED WHITE WITH GREEN SHUTTERS.  THE RIDGEPOLE IS
 LX5952'PARALLEL TO THE RIVER.  THERE IS A PORCH ALONG THE E SIDE AND
 LX5952'A 1-STORY WING ATTACHED TO THE W SIDE OF THE HOUSE.  TWO SMALL
 LX5952'DORMERS EXTEND THROUGH THE EASTERLY ROOF AND A CONTINUOUS
 LX5952'DORMER ALONG THE W ROOF.  A SLIM BRICK CHIMNEY PAINTED WHITE
 LX5952'PROJECTS ABOVE THE MIDDLE OF THE HOUSE ROOF.
 LX5952'
 LX5952'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5952
 LX5952                          STATION RECOVERY (1969)
 LX5952
 LX5952'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5952'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 LX5952'NOT ACTUALLY VISITED, BUT WAS VIEWED FROM A BOAT ON THE
 LX5952'CONNECTICUT RIVER.  THE DESCRIPTION IS ADEQUATE.
 LX5952
 LX5952                          STATION RECOVERY (1984)
 LX5952
 LX5952'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5952'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 LX5952'EXCEPT THE BRICK CHIMNEY HAS BEEN REPLACED WITH TWO METAL
 LX5952'CYLINDRICAL CHIMNEYS LOCATED ON THE RIDGEPOLE OF THE MAIN
 LX5952'STRUCTURE.  THE HOUSE IS NOW PAINTED YELLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3526 ***********************************************************************
 LX3526  DESIGNATION -  HOWE
 LX3526  PID         -  LX3526
 LX3526  STATE/COUNTY-  CT/LITCHFIELD
 LX3526  USGS QUAD   -  THOMASTON (1976)
 LX3526
 LX3526                         *CURRENT SURVEY CONTROL
 LX3526  ___________________________________________________________________
 LX3526* NAD 83(1996)-  41 37 42.98539(N)    073 05 53.69953(W)     ADJUSTED  
 LX3526* NAVD 88     -       273.0    (meters)     896.     (feet)  VERTCON   
 LX3526  ___________________________________________________________________
 LX3526  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 LX3526  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX3526
 LX3526  HORZ ORDER  -  FIRST
 LX3526
 LX3526.The horizontal coordinates were established by classical geodetic methods
 LX3526.and adjusted by the National Geodetic Survey in August 1998..
 LX3526
 LX3526.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3526
 LX3526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3526
 LX3526.The geoid height was determined by GEOID03.
 LX3526
 LX3526;                    North         East     Units Scale Factor Converg.
 LX3526;SPC CT       -   240,781.030   275,781.208   MT  0.99998451   -0 13 51.3
 LX3526;SPC CT       -   789,962.43    904,792.18   sFT  0.99998451   -0 13 51.3
 LX3526;UTM  18      - 4,610,289.034   658,414.384   MT  0.99990883   +1 15 48.9
 LX3526
 LX3526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3526!SPC CT       -   0.99996175  x   0.99998451  =   0.99994626
 LX3526!UTM  18      -   0.99996175  x   0.99990883  =   0.99987058
 LX3526
 LX3526:                Primary Azimuth Mark                     Grid Az
 LX3526:SPC CT       -  TERRYVILLE WATER TANK                    038 52 52.3
 LX3526:UTM  18      -  TERRYVILLE WATER TANK                    037 23 12.1
 LX3526
 LX3526|---------------------------------------------------------------------|
 LX3526| PID    Reference Object                     Distance      Geod. Az  |
 LX3526|                                                           dddmmss.s |
 LX3526| LX3529 TERRYVILLE WATER TANK               APPROX. 8.8 KM 0383901.0 |
 LX3526| CB3585 HOWE RM 1                            34.055 METERS 06949     |
 LX3526| LX3548 WATERBURY MUNICIPAL STANDPIPE       APPROX. 6.7 KM 1074917.7 |
 LX3526| CB3584 HOWE AZ MK                                         1155309.5 |
 LX3526| LX3545 WATERBURY RAD STA WBRY E MAST       APPROX. 6.3 KM 1302426.7 |
 LX3526| LX3544 WATERBURY RAD STA WBRY W MAST       APPROX. 6.2 KM 1311126.1 |
 LX3526| LX3547 WATERBURY GREEN MUN TANK            APPROX. 8.1 KM 1392142.7 |
 LX3526| LX3546 WATERBURY RR STA CLOCKTOWER         APPROX. 9.2 KM 1522102.5 |
 LX3526| LX3566 WATERTOWN NE MUN TANK               APPROX. 1.7 KM 1682607.0 |
 LX3526| LX3567 WATERTOWN SE MUN STANDPIPE          APPROX. 6.5 KM 1775036.3 |
 LX3526| CB3586 HOWE RM 2                            31.309 METERS 18620     |
 LX3526| CB3587 HOWE RM 3                            24.261 METERS 28709     |
 LX3526| LX3543 ATWOOD                              APPROX. 7.9 KM 3441303.3 |
 LX3526|---------------------------------------------------------------------|
 LX3526
 LX3526                          SUPERSEDED SURVEY CONTROL
 LX3526
 LX3526  NAD 83(1996)-  41 37 42.98503(N)    073 05 53.69993(W) AD(       ) 1
 LX3526  NAD 83(1992)-  41 37 42.98505(N)    073 05 53.69991(W) AD(       ) 1
 LX3526  NAD 83(1992)-  41 37 42.98683(N)    073 05 53.70156(W) AD(       ) 1
 LX3526  NAD 83(1986)-  41 37 42.98687(N)    073 05 53.70154(W) AD(       ) 1
 LX3526  NAD 27      -  41 37 42.64000(N)    073 05 55.31000(W) AD(       ) 1
 LX3526  NGVD 29 (07/19/86)  273.3    (m)          897.     (f) VERT ANG       
 LX3526
 LX3526.Superseded values are not recommended for survey control.
 LX3526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3526.See file dsdata.txt to determine how the superseded data were derived.
 LX3526
 LX3526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5841410289(NAD 83)
 LX3526_MARKER: Z = SEE DESCRIPTION
 LX3526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3526
 LX3526  HISTORY     - Date     Condition        Report By
 LX3526  HISTORY     - 1938     MONUMENTED       CTGS
 LX3526  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3526  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3526  HISTORY     - 1981     GOOD             NGS
 LX3526
 LX3526                          STATION DESCRIPTION
 LX3526
 LX3526'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX3526'STATION IS A BRONZE DISK, STAMPED HOWE-1938, SET IN A SQUARE
 LX3526'CONCRETE MONUMENT SET FLUSH WITH THE GROUND SITUATED ABOUT 3
 LX3526'MILES E OF THE CENTER OF WATERTOWN, AND ABOUT 1/4 MILE S OF ROUTE
 LX3526'6.
 LX3526'
 LX3526'THE UNDERGROUND STATION MARK IS A BRONZE DISK STAMPED HOWE 1938
 LX3526'SET IN 3 INCHES OF CONCRETE 40 INCHES DIRECTLY UNDER THE STATION
 LX3526'SURFACE MARK.  ABOUT 3 INCHES OF DIRT SEPARATES THE STATION
 LX3526'SURFACE MARK MONUMENT FROM THE UNDERGROUND MARK.
 LX3526'
 LX3526'REFERENCE MARK NO. 1 IS A BRONZE DISK, STAMPED HOWE-NO. 1-1938,
 LX3526'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 8 FEET BY 6 FEET 11.76
 LX3526'FEET E OF THE STATION.
 LX3526'
 LX3526'REFERENCE MARK NO. 2 IS A BRONZE DISK, STAMPED HOWE-NO. 2-1938,
 LX3526'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET BY 3 FEET AND 8
 LX3526'INCHES HIGH, 104.09 FEET S OF THE STATION.
 LX3526'
 LX3526'REFERENCE MARK NO. 3 IS A BRONZE DISK, STAMPED HOWE-NO. 3-1938,
 LX3526'SET IN A DRILL HOLE IN A BOULDER 2 FEET BY 3 FEET AND 8 INCHES
 LX3526'ABOVE THE GROUND.
 LX3526'
 LX3526'TO REACH FROM THE INTERSECTION OF ROUTES 8 AND 73 IN WATERBURY,
 LX3526'GO N ON ROUTE 73, 0.7 MILE (KEEPING STRAIGHT AT Y).  CONTINUE ON
 LX3526'ROUTE 73 FOR 2.1 MILES TO TOP OF HILL IN OAKVILLE.  TURN RIGHT
 LX3526'(NE) (OPPOSITE COMMUNITY THEATER AND POST OFFICE) ONTO TAR
 LX3526'ROAD.  PROCEED ON SAID ROAD 0.45 MILE TO CROSSROADS, CONTINUE
 LX3526'STRAIGHT UPHILL FOR 1.1 MILES TO T-ROAD RIGHT.  TURN RIGHT (E)
 LX3526'AND GO 75 FEET TO Y.  BEAR LEFT (N) AND GO UPHILL FOR 0.25 MILE
 LX3526'TO CROSSROADS.  CONTINUE STRAIGHT (KEEPING MT. FAIR FARM ON LEFT)
 LX3526'FOR 0.8 MILE TO T-ROAD RIGHT.  TURN RIGHT (E) AND GO 0.5 MILE
 LX3526'TO Y.  BEAR LEFT AND GO 0.15 MILE TO DIM WOODS ROAD AT RIGHT
 LX3526'CURVE IN DIRT ROAD.  PROCEED ON WOODS ROAD ABOUT 250 FEET TO
 LX3526'OPENING IN STONE WALL ALONG SIDE OF SAID ROAD.  TURN INTO
 LX3526'THIS OPENING AND GO NW 100 FEET AND TURN LEFT (SW) AND GO 150
 LX3526'FEET TO END OF TRUCK TRAVEL.  STATION IS 150 FEET SW OF HERE IN
 LX3526'SMALL CLEARANCE.
 LX3526'
 LX3526'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 LX3526
 LX3526                          STATION RECOVERY (1942)
 LX3526
 LX3526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3526'THE STATION WAS RECOVERED AS DESCRIBED IN 1938 AND ALL MARKS WERE
 LX3526'FOUND IN PLACE AND IN GOOD CONDITION.  THE 1938 DESCRIPTION TO
 LX3526'REACH THE STATION IS ADEQUATE AND CORRECT.
 LX3526'
 LX3526'AN AZIMUTH MARK WAS ESTABLISHED AND A COMPLETE DESCRIPTION
 LX3526'FOLLOWS--
 LX3526'
 LX3526'THE AZIMUTH MARK IS 0.5 MILE S OF THE STATION, ABOUT 45 YARDS
 LX3526'N OF AN E-W MACADAM ROAD, 29 FEET S OF THE CENTER LINE OF A
 LX3526'GRAVELED ROAD, 11 FEET E OF A N-S FENCE LINE.  THE MARK IS SET IN
 LX3526'A DRILLED HOLE IN THE TOP OF A BOULDER THAT IS 2 FEET LONG BY 18
 LX3526'INCHES WIDE AND PROJECTS 6 INCHES.  THE DISK IS STAMPED HOWE
 LX3526'1942.  NOTE 12C.
 LX3526'
 LX3526'TO REACH THE AZIMUTH FROM THE JUNCTIONS OF U.S. HIGHWAY 6 AND
 LX3526'CONNECTICUT STATE HIGHWAYS 63 AND 202 IN WATERTOWN, GO N ON
 LX3526'U.S. HIGHWAY 6 AND CONNECTICUT STATE HIGHWAY 202 FOR 0.55 MILE TO
 LX3526'A FORKS, THENCE LEAVE U.S. HIGHWAY 6 AND CONNECTICUT STATE
 LX3526'HIGHWAY 202, KEEPING RIGHT FORK STRAIGHT AHEAD ON A TAR ROAD FOR
 LX3526'0.7 MILE TO CROSSROADS, CONTINUE STRAIGHT AHEAD N FOR 0.55 MILE
 LX3526'TO CROSSROADS, CONTINUE STRAIGHT AHEAD ON GRAVELED ROAD FOR 0.4
 LX3526'MILE OR ABOUT 45 YARDS BEFORE REACHING THE JUNCTION OF A
 LX3526'MACADAM ROAD.  THE AZIMUTH MARK IS ON THE LEFT.
 LX3526
 LX3526                          STATION RECOVERY (1972)
 LX3526
 LX3526'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3526'HOWE 1938 EXCELLENT
 LX3526'
 LX3526'HOWE NO. 1 1938 EXCELLENT
 LX3526'
 LX3526'HOWE NO. 2 1938 EXCELLENT
 LX3526'
 LX3526'HOWE NO. 3 1938 EXCELLENT
 LX3526'
 LX3526'STATION IS ABOUT 160 FEET SOUTHWEST OF SOUTHWEST CORNER OF 1
 LX3526'STORY BRICK RANCH HOUSE OWNED BY ANTHONY PELIGANO.
 LX3526'
 LX3526'TO REACH FROM THE INTERSECTION OF CONN. 63 (STRAITS TURNPIKE)
 LX3526'AND U.S. 6 AND 202 (THOMASTON ROAD) IN WATERTOWN, GO NORTHEAST ON
 LX3526'U.S. 6 AND 202 FOR 1.24 MILES TO CONN. 855 (BUCKINGHAM STREET) AND
 LX3526'TAKE RIGHT.  PROCEED SOUTHEAST FOR 0.31 MILE.  TURN LEFT ON NOVA
 LX3526'SCOTIA HILL ROAD.  PROCEED NORTHEAST FOR 0.57 MILE AND BEAR LEFT
 LX3526'AT Y.  THIS IS THE BEGINNING OF CHIMNEY ROAD.  FOLLOW CHIMNEY
 LX3526'ROAD NORTHEASTERLY FOR 0.17 MILE AND BEAR LEFT ON PRIVATE
 LX3526'BITUMINOUS DRIVE, PROCEED UP DRIVE NORTHEASTERLY FOR 0.10 MILE
 LX3526'TO BRICK HOUSE OWNED BY ANTHONY PELIGANO.  STATION IS SOUTHWEST
 LX3526'OF HOUSE.
 LX3526
 LX3526                          STATION RECOVERY (1981)
 LX3526
 LX3526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3526'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LX3526'GOOD CONDITION.  THE AZIMUTH MARK WHICH WAS ESTABLISHED IN 1942
 LX3526'WAS NOT RECOVERED AT THIS TIME.  THE DIRECTIONS TO ALL MARKS
 LX3526'COMPARED FAVORABLY WITH THE 1942 DATA.  THE DISTANCE TO
 LX3526'REFERENCE MARK 2 WAS SHORTER BY 1.31 FT, REFERENCE MARK 3 WAS
 LX3526'SHORTER BY 0.11 FT, REFERENCE MARK 1 COMPARED WITH THE OLD DATA.
 LX3526'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH-SOUTHWEST OF
 LX3526'THOMASTON, 2.4 KM (1.5 MI) NORTH OF WATERTOWN, 0.4 KM (0.25 MI)
 LX3526'EAST OF U.S. HIGHWAY 6.
 LX3526'OWNERSHIP--MR ANTHONY PELEGANO, 83 CHIMNEY ROAD, WATERTOWN
 LX3526'CT 06795, PHONE 203-274-5106.
 LX3526'
 LX3526'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LX3526'HIGHWAY 63 IN THE NORTH PART OF WATERTOWN.  GO NORTHEAST ON
 LX3526'U.S. HIGHWAY 6 FOR 2 KM (1.25 MI) TO A CROSS STREET (STATE
 LX3526'HIGHWAY 262) TURN RIGHT AND GO SOUTHEAST ON BUCKINGHAM
 LX3526'STREET FOR 0.5 KM (0.3 MI) TO A CROSS STREET.  TURN LEFT AND GO
 LX3526'NORTHEAST ON NOVA SCOTIA HILL ROAD FOR 1 KM (0.6 MI) TO A FORK.
 LX3526'KEEP LEFT AND GO NORTH FOR 0.3 KM (0.2 MI) TO A FORK (THE MAIN
 LX3526'ROAD CURVES RIGHT AND A PRIVATE PAVED DRIVE RUNS STRAIGHT AHEAD).
 LX3526'KEEP LEFT STRAIGHT AHEAD FOR ABOUT 50 METERS (164 FT) TO
 LX3526'A GAP IN A STONE WALL ON LEFT.  TURN LEFT GOING NORTHWEST UPHILL
 LX3526'ON A WOODS ROAD FOR ABOUT 100 METERS (328 FT) TO HIGH GROUND
 LX3526'AND THE STATION.
 LX3526'
 LX3526'THE STATION IS A STANDARD NGS DISK
 LX3526'STAMPED---HOWE 1938---,
 LX3526'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3526'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3526'7.8 METERS (25.6 FT) EAST FROM A TWIN OAK TREE,
 LX3526'6.6 METERS (21.6 FT) NORTH-NORTHEAST FROM A TWIN OAK TREE AND
 LX3526'5.3 METERS (17.4 FT) SOUTH FROM A TWIN OAK TREE.
 LX3526'
 LX3526'REFERENCE MARK NO 1 IS A STANDARD NGS DISK
 LX3526'STAMPED---HOWE NO 1 1938---,
 LX3526'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3526'9.45 METERS (31.0 FT) NORTHWEST FROM AN ELECTRIC UTILITY POLE AND
 LX3526'4.9 METERS (16.1 FT) EAST-NORTHEAST FROM A FOUR-TRUNK MAPLE TREE.
 LX3526'MARK IS LEVEL WITH STATION.
 LX3526'
 LX3526'REFERENCE MARK NO 2 IS A STANDARD NGS DISK
 LX3526'STAMPED---HOWE NO 2 1938---,
 LX3526'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3526'9.6 METERS (31.5 FT) EAST-SOUTHEAST FROM A TWIN TRUNK OAK TREE,
 LX3526'10.4 METERS (34.1 FT) SOUTH-SOUTHWEST FROM THE SOUTHERN FACE OF A
 LX3526'A LARGE ROCK OUTCROP AND
 LX3526'5.7 METERS (18.7 FT) WEST-NORTHWEST FROM A TWIN TRUNK OAK TREE.
 LX3526'MARK IS BELOW STATION 1.5 METERS.
 LX3526'
 LX3526'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3526'STAMPED---HOWE NO 3 1938---,
 LX3526'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3526'10 METERS (32.8 FT) SOUTHWEST FROM A TRIPLE TRUNK OAK TREE AND
 LX3526'4.7 METERS (15.4 FT) WEST FROM A TRIPLE TRUNK OAK TREE.
 LX3526'MARK IS BELOW STATION 1.1 METERS.
 LX3526'
 LX3526'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.1 METERS.
 LX3526'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5784 ***********************************************************************
 LX5784  DESIGNATION -  HUBBARD
 LX5784  PID         -  LX5784
 LX5784  STATE/COUNTY-  CT/NEW LONDON
 LX5784  USGS QUAD   -  OLD LYME (1976)
 LX5784
 LX5784                         *CURRENT SURVEY CONTROL
 LX5784  ___________________________________________________________________
 LX5784* NAD 83(1996)-  41 20 35.80321(N)    072 20 08.45982(W)     ADJUSTED  
 LX5784* NAVD 88     -        70.2    (meters)     230.     (feet)  VERTCON   
 LX5784  ___________________________________________________________________
 LX5784  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX5784  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5784
 LX5784  HORZ ORDER  -  FIRST
 LX5784
 LX5784.The horizontal coordinates were established by classical geodetic methods
 LX5784.and adjusted by the National Geodetic Survey in August 1998..
 LX5784
 LX5784.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5784
 LX5784.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5784
 LX5784.The geoid height was determined by GEOID03.
 LX5784
 LX5784;                    North         East     Units Scale Factor Converg.
 LX5784;SPC CT       -   209,116.661   339,477.212   MT  0.99998863   +0 16 29.0
 LX5784;SPC CT       -   686,076.91  1,113,768.15   sFT  0.99998863   +0 16 29.0
 LX5784;UTM  18      - 4,580,290.401   722,916.902   MT  1.00021159   +1 45 38.5
 LX5784
 LX5784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5784!SPC CT       -   0.99999375  x   0.99998863  =   0.99998238
 LX5784!UTM  18      -   0.99999375  x   1.00021159  =   1.00020534
 LX5784
 LX5784                          SUPERSEDED SURVEY CONTROL
 LX5784
 LX5784  NAD 83(1992)-  41 20 35.80224(N)    072 20 08.45946(W) AD(       ) 1
 LX5784  NAD 83(1986)-  41 20 35.80411(N)    072 20 08.46290(W) AD(       ) 1
 LX5784  NAD 27      -  41 20 35.45232(N)    072 20 10.16800(W) AD(       ) 1
 LX5784  NGVD 29 (07/19/86)   70.5    (m)          231.     (f) VERT ANG       
 LX5784
 LX5784.Superseded values are not recommended for survey control.
 LX5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5784.See file dsdata.txt to determine how the superseded data were derived.
 LX5784
 LX5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2291780290(NAD 83)
 LX5784
 LX5784  HISTORY     - Date     Condition        Report By
 LX5784  HISTORY     - 1934     MONUMENTED       CGS
 LX5784  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5784  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5784  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX5784  HISTORY     - 1989     GOOD             USPSQD
 LX5784
 LX5784                          STATION DESCRIPTION
 LX5784
 LX5784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5784'THIS STATION IS ON THE HIGHEST PART OF MALICAH HILL.
 LX5784'
 LX5784'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER, AS
 LX5784'DESCRIBED IN NOTE 12C.
 LX5784'
 LX5784'STATION IS REACHED FROM SAYBROOK--FROM EASTERLY END OF
 LX5784'CONNECTICUT RIVER HIGHWAY BRIDGE GO E ON POST ROAD (ROUTE 1)
 LX5784'0.3 MILE.  TURN LEFT ON ROUTE 86,THE ROAD TO EAST HADDAM.  GO
 LX5784'2.0 MILES AND TURN RIGHT ON SAUNDERS HOLLOW ROAD, THEN,
 LX5784'IMMEDIATELY INTO A PRIVATE ROAD ON THE ESTATE OF MRS. H.M.
 LX5784'HUBBARD.  FOLLOW THIS ROAD 0.3 MILE TO LOCATION OF THE
 LX5784'STATION.  STATION IS ON A LARGE FLAT-TOPPED BOULDER IN A FIELD
 LX5784'OF SCRUB CEDARS AND BUSHES.  THE BOULDER IS ABOUT 9
 LX5784'FEET N AND S AND 8 FEET E AND W.  IT IS ABOUT 4.5 METERS NE
 LX5784'OF THE REMAINS OF AN OLD STONE FENCE.  THIS IS THE SECOND
 LX5784'STONE WALL CROSSING THE PRIVATE RIGHT-OF-WAY.
 LX5784'INTERSECTION OF THE WALL AND THE RIGHT-OF-WAY BEARS N 40
 LX5784'DEG W (MAGNETIC) AND IS APPROXIMATELY 20 METERS DISTANT.
 LX5784'THE REFERENCE MARKS ARE ALSO IN LARGE EMBEDDED BOULDERS.
 LX5784'
 LX5784'REFERENCE MARK NO. 1 IS 3.7 METERS SW OF THE FENCE AND BEARS S
 LX5784'12 DEG W (MAGNETIC).  REFERENCE MARK NO. 2 IS 13.9 METERS NE OF
 LX5784'THE FENCE AND BEARS S 80 DEG E (MAGNETIC).
 LX5784'
 LX5784'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 LX5784
 LX5784                          STATION RECOVERY (1948)
 LX5784
 LX5784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5784'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LX5784'CONDITION.  DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LX5784'
 LX5784'THE PRESENT SAUNDERS HOLLOW ROAD IS 300 FEET N OF THE SAUNDERS
 LX5784'HOLLOW ROAD LOCATION MENTIONED IN THE ORIGINAL DESCRIPTION.
 LX5784
 LX5784                          STATION RECOVERY (1971)
 LX5784
 LX5784'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5784'THE STATION AND REFERENCE MARKS WERE LOCATED IN GOOD
 LX5784'CONDITION.  TO REACH THE STATION FROM THE INTERSECTION OF CONN. 156
 LX5784'AND I-95 IN OLD LYME, GO 2.0 MILES NORTH ON ROUTE 156 TO A
 LX5784'GRAVEL DRIVE ON THE RIGHT WHICH LEADS TO THE YORK HOUSE ON THE
 LX5784'LEFT, TURN RIGHT INTO THE DRIVE AND THEN TURN RIGHT AGAIN TO A
 LX5784'DRIVE WHICH LEADS TO THE STUDIO OF ROGER T. PETERSON.  FOLLOW
 LX5784'THE DRIVE TO THE STUDIO, A FOOT PATH LEADS SOUTHWESTERLY FROM
 LX5784'BEHIND THE STUDIO TO THE STATION.  IT IS ABOUT A 6-MINUTE WALK
 LX5784'TO A POINT WHERE A STONEWALL CROSSES THE PATH FOR THE SECOND
 LX5784'TIME.  THE STATION IS ABOUT 50 FEET SOUTH OF THE
 LX5784'INTERSECTION OF THE PATH AND THE WALL, 15 FEET EAST OF THE
 LX5784'WALL.
 LX5784'
 LX5784'THE STATION IS IN AN 8X10 FOOT BOULDER AMONG SOME CEDAR TREES
 LX5784'OVERGROWN BY OAK TREES.
 LX5784
 LX5784                          STATION RECOVERY (1975)
 LX5784
 LX5784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5784'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5784'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 CHECKED AND THE
 LX5784'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.02
 LX5784'METER.  THE DIRECTION TO BOTH REFERENCE MARKS CHECKED.  AN
 LX5784'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A COMPLETE NEW
 LX5784'DESCRIPTION FOLLOWS.
 LX5784'
 LX5784'STATION IS ABOUT 3 MILES SOUTH OF HAMBURG, 2 MILES NORTH OF OLD
 LX5784'LYME, 1-1/2 MILES WEST OF LAYSVILLE, 1-1/4 MILES EAST OF THE
 LX5784'CONNECTICUT RIVER, 1/4 MILE EAST OF STATE HIGHWAY 156 AND ON
 LX5784'PROPERTY OWNED BY MR. ROGER T. PETERSON, NECK ROAD, OLD LYME,
 LX5784'CONNECTICUT.  PHONE NUMBER 434-7800.
 LX5784'
 LX5784'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 LX5784'HIGHWAYS 51 AND 156 IN THE NORTHWEST EDGE OF OLD LYME, GO NORTH ON
 LX5784'HIGHWAY 156 FOR 1.9 MILES TO A GRAVELED DRIVE RIGHT AT A MAIL BOX
 LX5784'WITH THE NAME YORK ON IT WHICH IS ABOUT 200 FEET SOUTH OF THE
 LX5784'JUNCTION OF COULT LANE ON THE LEFT AND SAUNDER HOLLOW ROAD ON THE
 LX5784'RIGHT.  TURN RIGHT INTO DRIVEWAY AND THEN SHARP RIGHT AND GO
 LX5784'SOUTH ON A TRACK ROAD PASSING MR. PETERSONS STUDIO FOR 0.3 MILE
 LX5784'TO THE STATION AS DESCRIBED.
 LX5784'
 LX5784'STATION MARK, STAMPED HUBBARD 1934, IS A STANDARD DISK CEMENTED IN
 LX5784'A DRILL HOLE IN A BOULDER WHICH IS ABOUT 6 BY 7 FEET IN SIZE AND
 LX5784'PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS 65 FEET
 LX5784'SOUTHWEST OF AN 18-INCH MAPLE TREE, 16 FEET NORTHEAST OF A
 LX5784'10-INCH TREE AND 14 FEET EAST OF A 12-INCH TWIN TRUNKED MAPLE
 LX5784'TREE WITH A WITNESS SIGN NAILED TO IT.  (NOTE 4)
 LX5784'
 LX5784'REFERENCE MARK 1, STAMPED HUBBARD NO 1 1934, IS A STANDARD DISK
 LX5784'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 BY 5 FEET
 LX5784'IN SIZE AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT
 LX5784'IS 30.5 FEET SOUTH OF A 10-INCH TREE, 24 FEET WEST OF A TWIN
 LX5784'TRUNKED MAPLE TREE AND 15 FEET EAST OF A 4-INCH CEDAR TREE.  (NOTE
 LX5784'12C)
 LX5784'
 LX5784'REFERENCE MARK 2, STAMPED HUBBARD NO 2 1934, IS A STANDARD DISK
 LX5784'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 5 BY 5
 LX5784'FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND
 LX5784'SURFACE.  IT IS 51 FEET SOUTHEAST OF THE TWIN TRUNKED MAPLE
 LX5784'TREE WITH A WITNESS SIGN NAILED TO IT, 48.5 FEET EAST OF THE
 LX5784'10-INCH TREE AND 6.5 FEET EAST OF A 5-INCH CEDAR TREE.  (NOTE
 LX5784'12C)
 LX5784'
 LX5784'AZIMUTH MARK, STAMPED HUBBARD 1934 1975 AZ, IS A STANDARD
 LX5784'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX5784'IS ABOUT 5 BY 7 FEET IN SIZE AND PROJECTS ABOUT 2 FEET ON THE NORTH
 LX5784'SIDE AND FLUSH ON THE SOUTH SIDE.  IT IS 85 FEET NORTHWEST OF THE
 LX5784'TWIN TRUNKED MAPLE TREE WITH A WITNESS SIGN NAILED TO IT, 5.5
 LX5784'FEET SOUTHWEST OF A 3-INCH CEDAR TREE AND 3 FEET SOUTHEAST OF A
 LX5784'METAL WITNESS POST.  (NOTE 12C)
 LX5784'
 LX5784'HEIGHT OF LIGHT ABOVE STATION MARK 84.5 FEET.
 LX5784'
 LX5784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5784'2 MILES NORTH OF OLD LYME.
 LX5784
 LX5784                          STATION RECOVERY (1989)
 LX5784
 LX5784'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6444 ***********************************************************************
 LX6444  DESIGNATION -  HUBINGERS CHIMNEY
 LX6444  PID         -  LX6444
 LX6444  STATE/COUNTY-  CT/NEW HAVEN
 LX6444  USGS QUAD   -  BRANFORD (1984)
 LX6444
 LX6444                         *CURRENT SURVEY CONTROL
 LX6444  ___________________________________________________________________
 LX6444* NAD 83(1996)-  41 15 07.55355(N)    072 45 15.69841(W)     ADJUSTED  
 LX6444* NAVD 88     -                                                        
 LX6444  ___________________________________________________________________
 LX6444  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LX6444  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX6444
 LX6444  HORZ ORDER  -  THIRD
 LX6444
 LX6444.The horizontal coordinates were established by classical geodetic methods
 LX6444.and adjusted by the National Geodetic Survey in August 1998..
 LX6444
 LX6444
 LX6444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6444
 LX6444.The geoid height was determined by GEOID03.
 LX6444
 LX6444;                    North         East     Units Scale Factor Converg.
 LX6444;SPC CT       -   198,907.151   304,435.127   MT  0.99999515   -0 00 10.4
 LX6444;SPC CT       -   652,581.21    998,800.91   sFT  0.99999515   -0 00 10.4
 LX6444;SPC NY L     -   121,279.169   404,400.276   MT  1.00001947   +0 48 53.1
 LX6444;SPC NY L     -   397,896.74  1,326,769.91   sFT  1.00001947   +0 48 53.1
 LX6444;UTM  18      - 4,569,174.806   688,146.650   MT  1.00003568   +1 28 52.1
 LX6444
 LX6444                          SUPERSEDED SURVEY CONTROL
 LX6444
 LX6444  NAD 83(1992)-  41 15 07.55267(N)    072 45 15.69825(W) AD(       ) 4
 LX6444  NAD 83(1986)-  41 15 07.55471(N)    072 45 15.70117(W) AD(       ) 4
 LX6444  NAD 27      -  41 15 07.20500(N)    072 45 17.35100(W) AD(       ) 3
 LX6444
 LX6444.Superseded values are not recommended for survey control.
 LX6444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6444.See file dsdata.txt to determine how the superseded data were derived.
 LX6444
 LX6444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8814769175(NAD 83)
 LX6444
 LX6444  HISTORY     - Date     Condition        Report By
 LX6444  HISTORY     - 1933     MONUMENTED       CGS
 LX6444  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6444
 LX6444                          STATION DESCRIPTION
 LX6444
 LX6444'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6444'WEST CRIB IS THE PROPERTY OF JOSEPH HUBINGERS ESTATE.  FORMERLY,
 LX6444'THERE WAS A LARGE COTTAGE ON THE ISLAND.  THIS HAS BEEN DESTROYED
 LX6444'BY FIRE, LEAVING ONLY THE CHIMNEY STANDING.
 LX6444'
 LX6444'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6444
 LX6444                          STATION RECOVERY (1961)
 LX6444
 LX6444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6444'STATION COULD NOT BE FOUND.  THERE IS NO LONE CHIMNEY ON THE
 LX6444'ISLAND.  THERE IS A SMALL HOUSE ON THE ISLAND, BUT IT IS NEW.  THIS
 LX6444'STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3924 ***********************************************************************
 LX3924  DESIGNATION -  HUCK
 LX3924  PID         -  LX3924
 LX3924  STATE/COUNTY-  CT/FAIRFIELD
 LX3924  USGS QUAD   -  GLENVILLE (1971)
 LX3924
 LX3924                         *CURRENT SURVEY CONTROL
 LX3924  ___________________________________________________________________
 LX3924* NAD 83(1996)-  41 00 00.64407(N)    073 38 37.97817(W)     ADJUSTED  
 LX3924* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX3924  ___________________________________________________________________
 LX3924  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LX3924  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX3924
 LX3924  HORZ ORDER  -  THIRD
 LX3924
 LX3924.The horizontal coordinates were established by classical geodetic methods
 LX3924.and adjusted by the National Geodetic Survey in August 1998..
 LX3924
 LX3924.The orthometric height was scaled from a topographic map.
 LX3924
 LX3924.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3924
 LX3924.The geoid height was determined by GEOID03.
 LX3924
 LX3924;                    North         East     Units Scale Factor Converg.
 LX3924;SPC CT       -   171,318.646   229,593.187   MT  1.00002620   -0 35 33.7
 LX3924;SPC CT       -   562,067.92    753,256.98   sFT  1.00002620   -0 35 33.7
 LX3924;SPC NY L     -    92,620.328   329,961.771   MT  0.99999832   +0 13 58.5
 LX3924;SPC NY L     -   303,871.86  1,082,549.58   sFT  0.99999832   +0 13 58.5
 LX3924;UTM  18      - 4,539,662.524   614,052.727   MT  0.99976010   +0 53 23.3
 LX3924
 LX3924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3924!SPC CT       -   1.00000455  x   1.00002620  =   1.00003075
 LX3924!SPC NY L     -   1.00000455  x   0.99999832  =   1.00000287
 LX3924!UTM  18      -   1.00000455  x   0.99976010  =   0.99976465
 LX3924
 LX3924:                Primary Azimuth Mark                     Grid Az
 LX3924:SPC CT       -  GREAT CAPTAIN IS LH 1882                 139 33 50.6
 LX3924:SPC NY L     -  GREAT CAPTAIN IS LH 1882                 138 44 18.4
 LX3924:UTM  18      -  GREAT CAPTAIN IS LH 1882                 138 04 53.6
 LX3924
 LX3924|---------------------------------------------------------------------|
 LX3924| PID    Reference Object                     Distance      Geod. Az  |
 LX3924|                                                           dddmmss.s |
 LX3924| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 2.6 KM 1385816.9 |
 LX3924|---------------------------------------------------------------------|
 LX3924
 LX3924                          SUPERSEDED SURVEY CONTROL
 LX3924
 LX3924  NAD 83(1992)-  41 00 00.64353(N)    073 38 37.97776(W) AD(       ) 3
 LX3924  NAD 83(1986)-  41 00 00.64499(N)    073 38 37.97891(W) AD(       ) 3
 LX3924  NAD 27      -  41 00 00.29100(N)    073 38 39.51800(W) AD(       ) 3
 LX3924
 LX3924.Superseded values are not recommended for survey control.
 LX3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3924.See file dsdata.txt to determine how the superseded data were derived.
 LX3924
 LX3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1405339663(NAD 83)
 LX3924_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3924_SETTING: 66 = SET IN ROCK OUTCROP
 LX3924_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3924+STABILITY: POSITION/ELEVATION WELL
 LX3924
 LX3924  HISTORY     - Date     Condition        Report By
 LX3924  HISTORY     - 1933     MONUMENTED       CGS
 LX3924
 LX3924                          STATION DESCRIPTION
 LX3924
 LX3924'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 LX3924'STATION LIES ON THE SOUTHEASTERLY EXTREME OF THE MOST SOUTHERLY
 LX3924'ISLAND OF THE HUCKLEBERRY ISLAND GROUP SITUATED IN THE WESTERLY
 LX3924'HALF OF THE ENTRANCE TO BYRAM HARBOR, E OF PORT CHESTER, NEW YORK.
 LX3924'
 LX3924'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX3924'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX3924'THE ROCK, AS DESCRIBED IN NOTE 2A.  REFERENCE MARKS ARE STANDARD
 LX3924'BRONZE DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED
 LX3924'IN NOTE 12B.
 LX3924'
 LX3924'STATION HUCK IS FOUND TO BE THE HIGHEST POINT OF A DOME-SHAPED
 LX3924'BALD ROCK, IN FRONT OF AN OLD WIDE-BRANCHED OAK TREE, ABOUT 3 FEET
 LX3924'IN DIAMETER, AND ROUGHLY 8 METERS S OF A SHORT, HIGH LANDING PIER
 LX3924'WHICH RESTS WITH ITS STEEL SUPPORTS ON CIRCULAR CEMENT PILLARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5827 ***********************************************************************
 LX5827  DESIGNATION -  HUDSON
 LX5827  PID         -  LX5827
 LX5827  STATE/COUNTY-  CT/NEW LONDON
 LX5827  USGS QUAD   -  OLD LYME (1976)
 LX5827
 LX5827                         *CURRENT SURVEY CONTROL
 LX5827  ___________________________________________________________________
 LX5827* NAD 83(1996)-  41 16 53.34975(N)    072 17 03.10776(W)     ADJUSTED  
 LX5827* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5827  ___________________________________________________________________
 LX5827  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LX5827  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5827
 LX5827  HORZ ORDER  -  THIRD
 LX5827
 LX5827.The horizontal coordinates were established by classical geodetic methods
 LX5827.and adjusted by the National Geodetic Survey in August 1998..
 LX5827
 LX5827.The orthometric height was scaled from a topographic map.
 LX5827
 LX5827.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5827
 LX5827.The geoid height was determined by GEOID03.
 LX5827
 LX5827;                    North         East     Units Scale Factor Converg.
 LX5827;SPC CT       -   202,276.084   343,823.389   MT  0.99999277   +0 18 31.9
 LX5827;SPC CT       -   663,634.12  1,128,027.24   sFT  0.99999277   +0 18 31.9
 LX5827;SPC NY L     -   125,208.491   443,737.676   MT  1.00002320   +1 07 20.2
 LX5827;SPC NY L     -   410,788.19  1,455,829.36   sFT  1.00002320   +1 07 20.2
 LX5827;UTM  18      - 4,573,563.171   727,439.931   MT  1.00023667   +1 47 33.2
 LX5827
 LX5827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5827!SPC CT       -   1.00000469  x   0.99999277  =   0.99999746
 LX5827!SPC NY L     -   1.00000469  x   1.00002320  =   1.00002789
 LX5827!UTM  18      -   1.00000469  x   1.00023667  =   1.00024136
 LX5827
 LX5827:                Primary Azimuth Mark                     Grid Az
 LX5827:SPC CT       -  SOUNDVIEW OLD WINDMILL                   049 51 22.7
 LX5827:SPC NY L     -  SOUNDVIEW OLD WINDMILL                   049 02 34.4
 LX5827:UTM  18      -  SOUNDVIEW OLD WINDMILL                   048 22 21.4
 LX5827
 LX5827|---------------------------------------------------------------------|
 LX5827| PID    Reference Object                     Distance      Geod. Az  |
 LX5827|                                                           dddmmss.s |
 LX5827| LX5829 SOUNDVIEW OLD WINDMILL              APPROX. 1.1 KM 0500954.6 |
 LX5827| LX5809 SAYBROOK BREAKWATER LH              APPROX. 5.3 KM 2473217.0 |
 LX5827| CZ6635 HUDSON RM 1                           7.660 METERS 25121     |
 LX5827| CZ6636 HUDSON RM 2                           9.800 METERS 34055     |
 LX5827| LX5831 HAWKS NEST BEACH WINDMILL            94.135 METERS 35028     |
 LX5827|---------------------------------------------------------------------|
 LX5827
 LX5827                          SUPERSEDED SURVEY CONTROL
 LX5827
 LX5827  NAD 83(1992)-  41 16 53.34868(N)    072 17 03.10743(W) AD(       ) 3
 LX5827  NAD 83(1986)-  41 16 53.35063(N)    072 17 03.11059(W) AD(       ) 3
 LX5827  NAD 27      -  41 16 53.00000(N)    072 17 04.82700(W) AD(       ) 3
 LX5827
 LX5827.Superseded values are not recommended for survey control.
 LX5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5827.See file dsdata.txt to determine how the superseded data were derived.
 LX5827
 LX5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2744073563(NAD 83)
 LX5827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5827+STABILITY: SURFACE MOTION
 LX5827
 LX5827  HISTORY     - Date     Condition        Report By
 LX5827  HISTORY     - 1934     MONUMENTED       CGS
 LX5827  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5827  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX5827
 LX5827                          STATION DESCRIPTION
 LX5827
 LX5827'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5827'FROM THE E END OF THE HIGHWAY BRIDGE OVER THE CONNECTICUT RIVER
 LX5827'ON ROUTE 1 PROCEED 0.3 MILE TO CONNECTICUT ROUTE 156.  TURN RIGHT
 LX5827'AND GO 4.6 MILES TO WEST STREET, OLD LYME.  TURN RIGHT AND GO 0.5
 LX5827'MILE TO HOUSE NO.9 ON THE SHORE OF HAWKS NEST BEACH.  THE STATION
 LX5827'IS 67.9 METERS S OF WEST STREET AND 11.0 METERS N OF HIGH WATER
 LX5827'MARK.  STATION IS A STANDARD DISK SET IN A CONCRETE POST FLUSH
 LX5827'WITH THE GROUND AND IS 21.65 METERS FROM THE SE CORNER OF THE
 LX5827'HOUSE.  22.28 METERS FROM THE SW CORNER OF THE HOUSE.  THE
 LX5827'STATION IS ON THE PROPERTY OF T.K. HUDSON.
 LX5827'
 LX5827'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LX5827'SET IN CONCRETE AS DESCRIBED IN 1A, 7A, AND 11A.
 LX5827'
 LX5827'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 12-INCH SQUARE
 LX5827'CONCRETE POST W OF THE STATION.  REFERENCE MARK NO.2 IS A STANDARD
 LX5827'DISK SET IN THE TOP OF A LIKE POST NE OF THE STATION.
 LX5827
 LX5827                          STATION RECOVERY (1954)
 LX5827
 LX5827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5827'STATION AND REFERENCE MARKS NOT RECOVERED AFTER A THOROUGH
 LX5827'SEARCH.  IT IS BELIEVED THAT THIS STATION HAS BEEN DESTROYED
 LX5827'BY EROSION.
 LX5827
 LX5827                          STATION RECOVERY (1989)
 LX5827
 LX5827'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6012 ***********************************************************************
 LX6012  DESIGNATION -  HUEYS STACK
 LX6012  PID         -  LX6012
 LX6012  STATE/COUNTY-  CT/NEW LONDON
 LX6012  USGS QUAD   -  DEEP RIVER (1971)
 LX6012
 LX6012                         *CURRENT SURVEY CONTROL
 LX6012  ___________________________________________________________________
 LX6012* NAD 83(1996)-  41 23 18.25579(N)    072 23 09.24571(W)     ADJUSTED  
 LX6012* NAVD 88     -                                                        
 LX6012  ___________________________________________________________________
 LX6012  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LX6012  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX6012
 LX6012  HORZ ORDER  -  THIRD
 LX6012
 LX6012.The horizontal coordinates were established by classical geodetic methods
 LX6012.and adjusted by the National Geodetic Survey in August 1998..
 LX6012
 LX6012
 LX6012.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6012
 LX6012.The geoid height was determined by GEOID03.
 LX6012
 LX6012;                    North         East     Units Scale Factor Converg.
 LX6012;SPC CT       -   214,109.329   335,253.057   MT  0.99998634   +0 14 29.1
 LX6012;SPC CT       -   702,457.02  1,099,909.40   sFT  0.99998634   +0 14 29.1
 LX6012;UTM  18      - 4,585,172.823   718,563.703   MT  1.00018793   +1 43 44.5
 LX6012
 LX6012                          SUPERSEDED SURVEY CONTROL
 LX6012
 LX6012  NAD 83(1992)-  41 23 18.25491(N)    072 23 09.24538(W) AD(       ) 4
 LX6012  NAD 83(1986)-  41 23 18.25666(N)    072 23 09.24852(W) AD(       ) 4
 LX6012  NAD 27      -  41 23 17.90300(N)    072 23 10.96000(W) AD(       ) 3
 LX6012
 LX6012.Superseded values are not recommended for survey control.
 LX6012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6012.See file dsdata.txt to determine how the superseded data were derived.
 LX6012
 LX6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1856485173(NAD 83)
 LX6012
 LX6012  HISTORY     - Date     Condition        Report By
 LX6012  HISTORY     - 1935     MONUMENTED       CGS
 LX6012  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6012
 LX6012                          STATION DESCRIPTION
 LX6012
 LX6012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6012'THERE ARE TWO EARTHEN DOCKS AT THE OLD BROCKWAYS LANDING.  THIS
 LX6012'STACK IS ON THE MORE EASTERLY OF THE TWO.  IT IS THE PROPERTY OF
 LX6012'ROBERT HUEY.
 LX6012'
 LX6012'THE STACK HAS NO BUILDING ATTACHED.  IT IS SQUARE IN SECTION
 LX6012'TAPERING TOWARDS THE TOP.  IT MEASURES 4 FEET ON A SIDE, AT THE
 LX6012'BASE, AND IS ABOUT 35 FEET HIGH.
 LX6012'
 LX6012'IT IS 13 METERS FROM THE NEAREST DOCK CORNER, 28.7 METERS FROM
 LX6012'THE SOUTHERLY FACE AND 21.7 METERS FROM THE EASTERLY FACE OF THE
 LX6012'DOCK.  THE DOCK IS 25 METERS WIDE.
 LX6012'
 LX6012'CENTER IS THE CENTER LINE OF THE STACK.
 LX6012
 LX6012                          STATION RECOVERY (1948)
 LX6012
 LX6012'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6012'THE STACK HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THE STATION
 LX6012'BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3913 ***********************************************************************
 LX3913  DESIGNATION -  HULL
 LX3913  PID         -  LX3913
 LX3913  STATE/COUNTY-  CT/FAIRFIELD
 LX3913  USGS QUAD   -  STAMFORD (1984)
 LX3913
 LX3913                         *CURRENT SURVEY CONTROL
 LX3913  ___________________________________________________________________
 LX3913* NAD 83(1996)-  41 01 05.04148(N)    073 33 25.49689(W)     ADJUSTED  
 LX3913* NAVD 88     -                                                        
 LX3913  ___________________________________________________________________
 LX3913  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LX3913  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX3913
 LX3913  HORZ ORDER  -  THIRD
 LX3913
 LX3913.The horizontal coordinates were established by classical geodetic methods
 LX3913.and adjusted by the National Geodetic Survey in August 1998..
 LX3913
 LX3913
 LX3913.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3913
 LX3913.The geoid height was determined by GEOID03.
 LX3913
 LX3913;                    North         East     Units Scale Factor Converg.
 LX3913;SPC CT       -   173,233.285   236,914.523   MT  1.00002336   -0 32 06.5
 LX3913;SPC CT       -   568,349.54    777,277.06   sFT  1.00002336   -0 32 06.5
 LX3913;UTM  18      - 4,541,765.384   621,320.234   MT  0.99978115   +0 56 49.6
 LX3913
 LX3913                          SUPERSEDED SURVEY CONTROL
 LX3913
 LX3913  NAD 83(1992)-  41 01 05.04063(N)    073 33 25.49672(W) AD(       ) 4
 LX3913  NAD 83(1986)-  41 01 05.04023(N)    073 33 25.49632(W) AD(       ) 4
 LX3913  NAD 83(1986)-  41 01 05.03963(N)    073 33 25.49406(W) AD(       ) 4
 LX3913  NAD 27      -  41 01 04.69000(N)    073 33 27.06000(W) AD(       ) 3
 LX3913
 LX3913.Superseded values are not recommended for survey control.
 LX3913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3913.See file dsdata.txt to determine how the superseded data were derived.
 LX3913
 LX3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2132041765(NAD 83)
 LX3913
 LX3913  HISTORY     - Date     Condition        Report By
 LX3913  HISTORY     - 1933     MONUMENTED       CGS
 LX3913  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3913
 LX3913                          STATION DESCRIPTION
 LX3913
 LX3913'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 LX3913'STATION IS ABOUT 0.8 MILE W BY N FROM STAMFORD HARBOR LIGHTHOUSE
 LX3913'ON WESTERN SIDE OF STAMFORD HARBOR.  THE STATION IS A SMALL HOUSE
 LX3913'ON THE END OF A DOCK IN FRONT OF A WHITE HOUSE AND IS THE FIRST
 LX3913'SUCH HOUSE NORTHERLY OF A LARGE BATHING RESORT.
 LX3913'
 LX3913'THE FINIAL ON THIS HOUSE WAS USED FOR THE OBSERVATIONS.  THE
 LX3913'HOUSE IS A MERE FRAMEWORK SURMOUNTED BY A GRAY ROOF AND THE DOCK,
 LX3913'ON WHICH IT IS LOCATED, IS BUILT OF STEEL CAISSONS ON WHICH IS
 LX3913'WOODEN DECK SUPPORTED BY STEEL STRINGERS.
 LX3913
 LX3913                          STATION RECOVERY (1958)
 LX3913
 LX3913'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3913'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 LX3913'
 LX3913'TO REACH HULL BY CAR FROM OLD GREENWICH R.R. STATION--GO S ON
 LX3913'SOUND BEACH AVE. TO SHORE ROAD.  TURN LEFT (NE) ON SHORE ROAD.  NEXT
 LX3913'CORNER ON RIGHT IS LEDGE ROAD.  GO E ON LEDGE ROAD TO LAST STREET
 LX3913'ON RIGHT, WHICH IS INDIAN DRIVE.  TURN RIGHT (S) ON INDIAN DRIVE
 LX3913'AND GO TO DEAD END.  HERE, TURN LEFT (E) AND GO THROUGH CONCRETE
 LX3913'ENTRANCE GATE LEADING TO DRIVEWAY TO WHITE HOUSE.  STATION HULL
 LX3913'IS ON THE WATERSIDE, (E) OF THIS WHITE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6256 ***********************************************************************
 LX6256  DESIGNATION -  HUNGRY
 LX6256  PID         -  LX6256
 LX6256  STATE/COUNTY-  CT/NEW HAVEN
 LX6256  USGS QUAD   -  GUILFORD (1984)
 LX6256
 LX6256                         *CURRENT SURVEY CONTROL
 LX6256  ___________________________________________________________________
 LX6256* NAD 83(1996)-  41 18 49.74443(N)    072 41 31.78713(W)     ADJUSTED  
 LX6256* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 LX6256  ___________________________________________________________________
 LX6256  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX6256  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6256
 LX6256  HORZ ORDER  -  SECOND
 LX6256
 LX6256.The horizontal coordinates were established by classical geodetic methods
 LX6256.and adjusted by the National Geodetic Survey in August 1998..
 LX6256
 LX6256.The orthometric height was scaled from a topographic map.
 LX6256
 LX6256.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6256
 LX6256.The geoid height was determined by GEOID03.
 LX6256
 LX6256;                    North         East     Units Scale Factor Converg.
 LX6256;SPC CT       -   205,763.263   309,643.529   MT  0.99999046   +0 02 18.1
 LX6256;SPC CT       -   675,074.97  1,015,888.81   sFT  0.99999046   +0 02 18.1
 LX6256;SPC NY L     -   128,209.095   409,510.501   MT  1.00002761   +0 51 19.6
 LX6256;SPC NY L     -   420,632.67  1,343,535.70   sFT  1.00002761   +0 51 19.6
 LX6256;UTM  18      - 4,576,163.963   693,175.916   MT  1.00005927   +1 31 26.6
 LX6256
 LX6256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6256!SPC CT       -   0.99999393  x   0.99999046  =   0.99998439
 LX6256!SPC NY L     -   0.99999393  x   1.00002761  =   1.00002154
 LX6256!UTM  18      -   0.99999393  x   1.00005927  =   1.00005320
 LX6256
 LX6256:                Primary Azimuth Mark                     Grid Az
 LX6256:SPC CT       -  HURLBURTS PINE                           021 38 14.3
 LX6256:SPC NY L     -  HURLBURTS PINE                           020 49 12.8
 LX6256:UTM  18      -  HURLBURTS PINE                           020 09 05.8
 LX6256
 LX6256|---------------------------------------------------------------------|
 LX6256| PID    Reference Object                     Distance      Geod. Az  |
 LX6256|                                                           dddmmss.s |
 LX6256| LX6268 HURLBURTS PINE                      APPROX. 5.8 KM 0214032.4 |
 LX6256| LX6236 NORTHAMS HOUSE                      APPROX. 6.3 KM 0581025.2 |
 LX6256| CZ6637 HUNGRY RM 1                          48.160 METERS 10934     |
 LX6256| LX6267 DUDLEYS CUPOLA                      APPROX. 3.6 KM 1311439.6 |
 LX6256| LX6265 GUILFORD STANDPIPE                  APPROX. 4.0 KM 1343931.0 |
 LX6256| LX6255 PROSPECT HILL TREE                  APPROX. 1.1 KM 1535945.2 |
 LX6256| LX6245 GREENHOUSE STACK                    APPROX. 2.8 KM 1561549.8 |
 LX6256| LX6243 KNOWLES LOMBARD STACK               APPROX. 4.4 KM 1573944.1 |
 LX6256| LX6244 GUILFORD EPIS CHURCH TOWER          APPROX. 3.6 KM 1642757.2 |
 LX6256| LX6242 INNER WHITE TOP HOUSE               APPROX. 6.5 KM 1650844.2 |
 LX6256| LX6263 GUILFORD CONG CHURCH SPIRE          APPROX. 3.4 KM 1653549.6 |
 LX6256| LX6252 SPENCERS TANK                       APPROX. 3.3 KM 1692527.2 |
 LX6256| CZ6638 HUNGRY RM 2                          31.930 METERS 19127     |
 LX6256| LX6259 NORTH GUILFORD CHURCH TOWER         APPROX. 6.7 KM 3340816.5 |
 LX6256|---------------------------------------------------------------------|
 LX6256
 LX6256                          SUPERSEDED SURVEY CONTROL
 LX6256
 LX6256  NAD 83(1992)-  41 18 49.74355(N)    072 41 31.78698(W) AD(       ) 2
 LX6256  NAD 83(1986)-  41 18 49.74570(N)    072 41 31.78987(W) AD(       ) 2
 LX6256  NAD 27      -  41 18 49.39800(N)    072 41 33.44600(W) AD(       ) 2
 LX6256
 LX6256.Superseded values are not recommended for survey control.
 LX6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6256.See file dsdata.txt to determine how the superseded data were derived.
 LX6256
 LX6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9317676164(NAD 83)
 LX6256_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6256_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6256+STABILITY: SURFACE MOTION
 LX6256
 LX6256  HISTORY     - Date     Condition        Report By
 LX6256  HISTORY     - 1933     MONUMENTED       CGS
 LX6256  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6256
 LX6256                          STATION DESCRIPTION
 LX6256
 LX6256'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6256'THIS STATION IS LOCATED ON THE HIGHEST PART OF HUNGRY HILL.  TO
 LX6256'APPROACH FROM THE BOSTON POST ROAD.  TURN TO THE NORTHWARD ON
 LX6256'CHURCH STREET, GUILFORD.  THIS IS ROUTE 77.  GO 1.8 MILES TO
 LX6256'HUNGRY HILL FARM, OWNED BY R.H. WOODRUFF.  THE STATION BEARS N
 LX6256'40 DEG E (MAGNETIC) FROM THE HOUSE AT THE FARM.
 LX6256'
 LX6256'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6256'DISK SET IN CONCRETE AND IN A BOULDER AS DESCRIBED IN NOTES 1A,
 LX6256'7A, 11A, AND 12C.
 LX6256'
 LX6256'HUNGRY HILL SLOPES DOWN TO THE EDGE OF THE HIGHWAY ON THE SIDE
 LX6256'OPPOSITE TO THE FARM BUILDINGS.  THIS IS A GROUND SET-UP AS THE
 LX6256'ONLY TREES ON THE HILL ARE SHORT AND SCRUBBY.  THERE IS ONE STONE
 LX6256'FENCE BETWEEN HIGHWAY AND STATION.  STATION IS 75 METERS, MEASURED
 LX6256'ALONG THE GROUND, EASTERLY FROM THIS FENCE.
 LX6256'
 LX6256'REFERENCE MARK NO. 1 BEARS S 60 DEG E (MAGNETIC).  REFERENCE
 LX6256'MARK NO. 2 BEARS S 23 DEG W (MAGNETIC).
 LX6256'
 LX6256'HEIGHT OF LIGHT ABOVE STATION MARK 7.0 METERS.
 LX6256
 LX6256                          STATION RECOVERY (1962)
 LX6256
 LX6256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6256'THE STATION WAS DESTROYED BY HEAVY EQUIPMENT IN THE CONSTRUCTION
 LX6256'OF A VOR WHICH NOW SETS OVER THE OLD STATION SITE.  HOWEVER ONE
 LX6256'MARK WAS RECOVERED IN SUCH POOR CONDITION IT WAS ALL BUT
 LX6256'WORTHLESS.  THE DISK IS SO BADLY SCARRED IT IS IMPOSSIBLE TO SAY
 LX6256'IF IT IS RM NO 1 OR RM NO 2.
 LX6256'
 LX6256'THIS MARK IS MENTIONED IN THE F.A.A. VOR PLANS AS BEING A
 LX6256'BENCHMARK WITH A STATED ELEVATION OF 228.0 FT.
 LX6256'
 LX6256'SCALED DISTANCE AND REFERENCE TO AN OLD STONE FENCE SHOW THIS
 LX6256'TO BE REFERENCE MARK NUMBER ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3642 ***********************************************************************
 LX3642  DESIGNATION -  HUNT
 LX3642  PID         -  LX3642
 LX3642  STATE/COUNTY-  CT/FAIRFIELD
 LX3642  USGS QUAD   -  ANSONIA (1984)
 LX3642
 LX3642                         *CURRENT SURVEY CONTROL
 LX3642  ___________________________________________________________________
 LX3642* NAD 83(1996)-  41 18 35.53558(N)    073 05 23.50766(W)     ADJUSTED  
 LX3642* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 LX3642  ___________________________________________________________________
 LX3642  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LX3642  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX3642
 LX3642  HORZ ORDER  -  THIRD
 LX3642
 LX3642.The horizontal coordinates were established by classical geodetic methods
 LX3642.and adjusted by the National Geodetic Survey in August 1998..
 LX3642
 LX3642.The orthometric height was scaled from a topographic map.
 LX3642
 LX3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3642
 LX3642.The geoid height was determined by GEOID03.
 LX3642
 LX3642;                    North         East     Units Scale Factor Converg.
 LX3642;SPC CT       -   205,379.271   276,340.828   MT  0.99999073   -0 13 31.3
 LX3642;SPC CT       -   673,815.16    906,628.20   sFT  0.99999073   -0 13 31.3
 LX3642;UTM  18      - 4,574,916.404   659,894.573   MT  0.99991465   +1 15 40.3
 LX3642
 LX3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3642!SPC CT       -   0.99999496  x   0.99999073  =   0.99998569
 LX3642!UTM  18      -   0.99999496  x   0.99991465  =   0.99990961
 LX3642
 LX3642:                Primary Azimuth Mark                     Grid Az
 LX3642:SPC CT       -  DERBY SECOND CONG CH SPIRE               000 56 56.5
 LX3642:UTM  18      -  DERBY SECOND CONG CH SPIRE               359 27 44.9
 LX3642
 LX3642|---------------------------------------------------------------------|
 LX3642| PID    Reference Object                     Distance      Geod. Az  |
 LX3642|                                                           dddmmss.s |
 LX3642| LX3643 DERBY SECOND CONG CH SPIRE          APPROX. 1.4 KM 0004325.2 |
 LX3642| LX3644 DERBY GRIFFIN HOSP STACK            APPROX. 2.8 KM 0012341.0 |
 LX3642| LX3669 ANSONIA AMERICAN BRASS STACK        APPROX. 3.6 KM 0163318.0 |
 LX3642| LX3650 ANSONIA S O AND C CO STACK          APPROX. 3.2 KM 0191849.6 |
 LX3642| LX3665 DERBY FIRST CONG CH SPIRE           APPROX. 1.4 KM 0332725.1 |
 LX3642| CB3589 HUNT RM 1                            20.160 METERS 21140     |
 LX3642| CB3590 HUNT RM 2                            16.370 METERS 24237     |
 LX3642| LX3636 DERBY ST MARYS RC CHURCH SPIRE      APPROX. 1.6 KM 3591624.6 |
 LX3642|---------------------------------------------------------------------|
 LX3642
 LX3642                          SUPERSEDED SURVEY CONTROL
 LX3642
 LX3642  NAD 83(1992)-  41 18 35.53453(N)    073 05 23.50754(W) AD(       ) 3
 LX3642  NAD 83(1986)-  41 18 35.53552(N)    073 05 23.51228(W) AD(       ) 3
 LX3642  NAD 27      -  41 18 35.18500(N)    073 05 25.12300(W) AD(       ) 3
 LX3642
 LX3642.Superseded values are not recommended for survey control.
 LX3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3642.See file dsdata.txt to determine how the superseded data were derived.
 LX3642
 LX3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5989574916(NAD 83)
 LX3642
 LX3642  HISTORY     - Date     Condition        Report By
 LX3642  HISTORY     - 1934     MONUMENTED       CTGS
 LX3642
 LX3642                          STATION DESCRIPTION
 LX3642
 LX3642'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3642'NEAR THE E END OF THE THICKLY SETTLED PART OF SHELTON ON THE N
 LX3642'CREST OF THE RIDGE OVERLOOKING THE THREE TOWNS OF SKELTON,
 LX3642'DERBY AND ANSONIA, S OF HUNTINGTON AVENUE AND W OF MYRTLE
 LX3642'STREET.  JUST W OF THE ONLY HOUSE LOCATED ON THE SECOND LOT
 LX3642'FROM THE CORNER.  CENTER MARK IS ON A LARGE FLAT BOULDER ABOUT
 LX3642'THREE FEET ACROSS THE LEVEL WITH SURFACE OF THE GROUND.  THIS
 LX3642'BOULDER IS ON THE CENTER LINE OF THE MAIN RIDGE ON THE HOUSE
 LX3642'AND 10.8 METERS DISTANT FROM THE PORCH ON THE W SIDE.
 LX3642'
 LX3642'REFERENCE MARK NO. 1 IS ON A THREE-FOOT BOULDER ABOUT
 LX3642'FOUR FEET W OF THE FENCE LINE MARKING THE W LINE OF THE
 LX3642'PROPERTY.  REFERENCE MARK NO. 2 IS ON A BOULDER ABOUT TWO FEET
 LX3642'BY THREE FEET PROJECTING ABOUT 8 INCHES OUT OF THE GROUND.  THE
 LX3642'LOT ON WHICH THE MARKS ARE LOCATED HAS BEEN CLEARED OF WOODLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4643 ***********************************************************************
 LX4643  DESIGNATION -  HUNT
 LX4643  PID         -  LX4643
 LX4643  STATE/COUNTY-  CT/WINDHAM
 LX4643  USGS QUAD   -  EASTFORD (1983)
 LX4643
 LX4643                         *CURRENT SURVEY CONTROL
 LX4643  ___________________________________________________________________
 LX4643* NAD 83(1996)-  41 59 01.05730(N)    072 03 38.01517(W)     ADJUSTED  
 LX4643* NAVD 88     -       259.5    (meters)     851.     (feet)  VERTCON   
 LX4643  ___________________________________________________________________
 LX4643  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 LX4643  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX4643
 LX4643  HORZ ORDER  -  FIRST
 LX4643
 LX4643.The horizontal coordinates were established by classical geodetic methods
 LX4643.and adjusted by the National Geodetic Survey in August 1998..
 LX4643
 LX4643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4643
 LX4643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4643
 LX4643.The geoid height was determined by GEOID03.
 LX4643
 LX4643;                    North         East     Units Scale Factor Converg.
 LX4643;SPC CT       -   280,382.227   361,936.088   MT  1.00001394   +0 27 25.7
 LX4643;SPC CT       -   919,887.36  1,187,451.98   sFT  1.00001394   +0 27 25.7
 LX4643;UTM  18      - 4,652,138.641   743,511.249   MT  1.00032972   +1 58 02.0
 LX4643;UTM  19      - 4,652,490.431   246,453.882   MT  1.00039111   -2 02 54.1
 LX4643
 LX4643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4643!SPC CT       -   0.99996387  x   1.00001394  =   0.99997781
 LX4643!UTM  18      -   0.99996387  x   1.00032972  =   1.00029358
 LX4643!UTM  19      -   0.99996387  x   1.00039111  =   1.00035497
 LX4643
 LX4643:                Primary Azimuth Mark                     Grid Az
 LX4643:SPC CT       -  SOUTHBRIDGE CABLE TV MAST                020 34 21.2
 LX4643:UTM  18      -  SOUTHBRIDGE CABLE TV MAST                019 03 44.9
 LX4643:UTM  19      -  SOUTHBRIDGE CABLE TV MAST                023 04 41.0
 LX4643
 LX4643|---------------------------------------------------------------------|
 LX4643| PID    Reference Object                     Distance      Geod. Az  |
 LX4643|                                                           dddmmss.s |
 LX4643| MZ1531 SOUTHBRIDGE CABLE TV MAST           APPROX. 6.2 KM 0210146.9 |
 LX4643| MY3754 SOUTHBRIDGE RAD WESO MAST           APPROX. 8.4 KM 0444827.3 |
 LX4643| MY3740 VEGA                                APPROX. 8.4 KM 0445531.9 |
 LX4643| CZ6639 HUNT RM 1                            16.298 METERS 08640     |
 LX4643| CZ6640 HUNT RM 2                            21.975 METERS 17604     |
 LX4643|---------------------------------------------------------------------|
 LX4643
 LX4643                          SUPERSEDED SURVEY CONTROL
 LX4643
 LX4643  NAD 83(1996)-  41 59 01.05714(N)    072 03 38.01513(W) AD(       ) 1
 LX4643  NAD 83(1992)-  41 59 01.05723(N)    072 03 38.01462(W) AD(       ) 1
 LX4643  NAD 83(1992)-  41 59 01.05736(N)    072 03 38.01477(W) AD(       ) 1
 LX4643  NAD 83(1986)-  41 59 01.05854(N)    072 03 38.01401(W) AD(       ) 1
 LX4643  NAD 27      -  41 59 00.71023(N)    072 03 39.74141(W) AD(       ) 1
 LX4643  NGVD 29 (07/19/86)  259.7    (m)          852.     (f) VERT ANG       
 LX4643
 LX4643.Superseded values are not recommended for survey control.
 LX4643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4643.See file dsdata.txt to determine how the superseded data were derived.
 LX4643
 LX4643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4351152139(NAD 83)
 LX4643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4643+STABILITY: SURFACE MOTION
 LX4643
 LX4643  HISTORY     - Date     Condition        Report By
 LX4643  HISTORY     - 1977     MONUMENTED       NGS
 LX4643  HISTORY     - 20030527 GOOD             INDIV
 LX4643
 LX4643                          STATION DESCRIPTION
 LX4643
 LX4643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4643'THE STATION IS LOCATED ABOUT 3-1/4 MILES WEST-SOUTHWEST OF
 LX4643'NORTH WOODSTOCK, 3 MILES NORTH OF WOODSTOCK VALLEY AND ABOUT
 LX4643'1/4 MILE NORTH OF CHAMBERLAIN POND AND ON PROPERTY OWNED BY MR.
 LX4643'HENRY HUNT, 360 OLD SACHEMS HEAD ROAD, GUILFORD, CONNECTICUT
 LX4643'06437, PHONE NUMBER 453-4650.
 LX4643'
 LX4643'TO REACH THE STATION FROM THE POST OFFICE IN WOODSTOCK VALLEY,
 LX4643'GO SOUTHWEST ON STATE HIGHWAY 171 FOR 0.1 MILE TO THE JUNCTION
 LX4643'OF STATE HIGHWAY 198.  TURN RIGHT AND GO NORTH ON HIGHWAY 198
 LX4643'FOR 3.1 MILES TO A CROSS ROAD.  TURN RIGHT AND GO SOUTHEASTERLY
 LX4643'ON STATE HIGHWAY 197 FOR 1.3 MILES TO A CROSS ROAD.  TURN LEFT
 LX4643'AND GO NORTH ON POLE BRIDGE ROAD FOR 0.75 MILE TO A TRACK ROAD
 LX4643'ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE TRACK ROAD FOR
 LX4643'0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTH ON THE
 LX4643'TRACK ROAD FOR 0.05 MILE TO A ROCK FENCE AND THE STATION ON
 LX4643'THE LEFT.
 LX4643'
 LX4643'STATION MARKS, STAMPED---HUNT 1977---, ARE STANDARD DISKS.
 LX4643'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LX4643'POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 23 FEET
 LX4643'NORTHWEST OF THE CENTER OF THE TRACK ROAD, 16.8 FEET NORTH OF
 LX4643'A ROCK FENCE AND 4.9 FEET EAST OF A METAL WITNESS POST.  THE
 LX4643'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX4643'CONCRETE THAT IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.  A
 LX4643'30-INCH STEEL ROD WAS EMBEDDED IN THE STATION MOUNMENT.
 LX4643'
 LX4643'REFERENCE MARK 1, STAMPED---HUNT NO 1 1977---, IS A STANDARD
 LX4643'DISK
 LX4643'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT IS FLUSH
 LX4643'WITH THE GROUND SURFACE.  IT IS 30.5 FEET EAST OF THE CENTER OF
 LX4643'THE TRACK ROAD, 20 FEET NORTH OF A ROCK FENCE AND 4.2 FEET
 LX4643'NORTH OF A METAL WITNESS POST.
 LX4643'
 LX4643'REFERENCE MARK 2, STAMPED---HUNT NO 2 1977---, IS A STANDARD
 LX4643'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 6 FOOT BOULDER THAT
 LX4643'PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 13.5
 LX4643'FEET SOUTH OF AN 18-INCH PINE TREE, 11 FEET SOUTHEAST OF THE
 LX4643'CENTER OF THE TRACK ROAD AND 3.6 FEET NORTHWEST OF A METAL
 LX4643'WITNESS POST.
 LX4643'
 LX4643'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK.
 LX4643'
 LX4643'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 26.3 METERS.
 LX4643'
 LX4643'DESCRIBED BY L.D. ACRES.
 LX4643
 LX4643                          STATION RECOVERY (2003)
 LX4643
 LX4643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX4643'FOUND STATION AND RM'S 1 AND 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3678 ***********************************************************************
 LX3678  DESIGNATION -  HUNTINGTON TURNPIKE TANK
 LX3678  PID         -  LX3678
 LX3678  STATE/COUNTY-  CT/FAIRFIELD
 LX3678  USGS QUAD   -  LONG HILL (1984)
 LX3678
 LX3678                         *CURRENT SURVEY CONTROL
 LX3678  ___________________________________________________________________
 LX3678* NAD 83(1996)-  41 15 31.36439(N)    073 08 48.81238(W)     ADJUSTED  
 LX3678* NAVD 88     -                                                        
 LX3678  ___________________________________________________________________
 LX3678  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LX3678  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3678
 LX3678  HORZ ORDER  -  THIRD
 LX3678
 LX3678.The horizontal coordinates were established by classical geodetic methods
 LX3678.and adjusted by the National Geodetic Survey in August 1998..
 LX3678
 LX3678
 LX3678.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3678
 LX3678.The geoid height was determined by GEOID03.
 LX3678
 LX3678;                    North         East     Units Scale Factor Converg.
 LX3678;SPC CT       -   199,718.080   271,539.209   MT  0.99999459   -0 15 47.4
 LX3678;SPC CT       -   655,241.73    890,874.89   sFT  0.99999459   -0 15 47.4
 LX3678;UTM  18      - 4,569,133.102   655,241.783   MT  0.99989660   +1 13 20.3
 LX3678
 LX3678                          SUPERSEDED SURVEY CONTROL
 LX3678
 LX3678  NAD 83(1992)-  41 15 31.36312(N)    073 08 48.81182(W) AD(       ) 4
 LX3678  NAD 83(1986)-  41 15 31.36793(N)    073 08 48.81815(W) AD(       ) 4
 LX3678  NAD 27      -  41 15 31.02700(N)    073 08 50.42700(W) AD(       ) 3
 LX3678
 LX3678.Superseded values are not recommended for survey control.
 LX3678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3678.See file dsdata.txt to determine how the superseded data were derived.
 LX3678
 LX3678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5524269133(NAD 83)
 LX3678_MARKER: 53 = ELEVATED TANK
 LX3678_SETTING: 0 = UNSPECIFIED SETTING
 LX3678
 LX3678  HISTORY     - Date     Condition        Report By
 LX3678  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX3678  HISTORY     - 1982     GOOD             NGS
 LX3678
 LX3678                          STATION DESCRIPTION
 LX3678
 LX3678'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3678'START AT CORNER OF BARNUM AND NOBLE AVENUES AT WASHINGTON PARK
 LX3678'IN THE CITY OF BRIDGEPORT.  PROCEED N ON NOBLE AVENUE 1.4 MILES TO
 LX3678'BEARDSLEY PARK.  BEAR TO E 0.3 MILE TO HUNTINGTON TURNPIKE,
 LX3678'PROCEED N ON TURNPIKE 3.8 MILES TO FORK IN ROAD.  BEAR W KEEPING
 LX3678'FARM BUILDINGS ON THE LEFT 0.1 MILE.  TANK IS ABOUT 150 METERS TO
 LX3678'THE W OF THE ROAD ON A HILL BELONGING TO THE BRIDGEPORT
 LX3678'HYDRAULIC COMPANY IN THE TOWN OF TRUMBULL.  TANK IS ABOUT 80
 LX3678'FEET HIGH, 250,000 GALLON CAPACITY.  IT HAS A CONICAL TOP
 LX3678'AND A SEMI-SPHERICAL BOTTOM AND IS SUPPORTED BY SIX BUILT-UP
 LX3678'STRUCTURAL COLUMNS.  A PLATFORM ENCIRCLES THE TANK AT THE TOP
 LX3678'OF THE COLUMNS.  A LADDER GOES UP THE SIDE AND OVER THE ROOF TO
 LX3678'THE PEAK WHICH IS SURMOUNTED BY A BALL, WHICH IS THE STATION.
 LX3678'ENTIRE STRUCTURE PAINTED ALUMINUM.
 LX3678
 LX3678                          STATION RECOVERY (1982)
 LX3678
 LX3678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3678'THE STATION, HUNTINGTON TURNPIKE TANK, WAS RECOVERED
 LX3678'IN GOOD CONDITION.  IT WAS DESIGNATED HUNTINGTON
 LX3678'TANK IN 1934.
 LX3678'
 LX3678'THE STATION, HUNTINGTON TURNPIKE TANK, IS THE BALL
 LX3678'TOP CENTER OF THE CONICAL SHAPED ROOF, SPHERICAL
 LX3678'BOTTOM, SILVER, 6 LEGGED TANK.  IT IS ABOUT 24 METERS
 LX3678'(80 FT) IN HEIGHT.
 LX3678'
 LX3678'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH
 LX3678'OF THE JUNCTION OF STATE HIGHWAYS 8 AND 15,
 LX3678'0.3 KM (0.2 MI)NORTHWEST OF STATE HIGHWAY 8 AND 0.2
 LX3678'KM (0.15 MI) SOUTH OF THE SOUTH END OF TRAP FALLS
 LX3678'RESERVOIR.
 LX3678'OWNERSHIP--BRIDGEPORT HYDRAULIC COMPANY,
 LX3678'BRIDGEPORT CT 06601.
 LX3678'
 LX3678'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5427 ***********************************************************************
 LX5427  DESIGNATION -  HUNTLEY
 LX5427  PID         -  LX5427
 LX5427  STATE/COUNTY-  CT/NEW LONDON
 LX5427  USGS QUAD   -  NIANTIC (1983)
 LX5427
 LX5427                         *CURRENT SURVEY CONTROL
 LX5427  ___________________________________________________________________
 LX5427* NAD 83(1996)-  41 17 50.47383(N)    072 13 28.57692(W)     ADJUSTED  
 LX5427* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5427  ___________________________________________________________________
 LX5427  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LX5427  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5427
 LX5427  HORZ ORDER  -  THIRD
 LX5427
 LX5427.The horizontal coordinates were established by classical geodetic methods
 LX5427.and adjusted by the National Geodetic Survey in August 1998..
 LX5427
 LX5427.The orthometric height was scaled from a topographic map.
 LX5427
 LX5427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5427
 LX5427.The geoid height was determined by GEOID03.
 LX5427
 LX5427;                    North         East     Units Scale Factor Converg.
 LX5427;SPC CT       -   204,066.941   348,804.941   MT  0.99999160   +0 20 54.1
 LX5427;SPC CT       -   669,509.62  1,144,370.88   sFT  0.99999160   +0 20 54.1
 LX5427;SPC NY L     -   127,069.924   448,693.469   MT  1.00002532   +1 09 40.5
 LX5427;SPC NY L     -   416,895.24  1,472,088.49   sFT  1.00002532   +1 09 40.5
 LX5427;UTM  18      - 4,575,482.925   732,374.711   MT  1.00026460   +1 49 57.0
 LX5427
 LX5427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5427!SPC CT       -   1.00000469  x   0.99999160  =   0.99999629
 LX5427!SPC NY L     -   1.00000469  x   1.00002532  =   1.00003001
 LX5427!UTM  18      -   1.00000469  x   1.00026460  =   1.00026929
 LX5427
 LX5427                          SUPERSEDED SURVEY CONTROL
 LX5427
 LX5427  NAD 83(1992)-  41 17 50.47269(N)    072 13 28.57648(W) AD(       ) 3
 LX5427  NAD 83(1986)-  41 17 50.47442(N)    072 13 28.58093(W) AD(       ) 3
 LX5427  NAD 27      -  41 17 50.12100(N)    072 13 30.31400(W) AD(       ) 3
 LX5427
 LX5427.Superseded values are not recommended for survey control.
 LX5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5427.See file dsdata.txt to determine how the superseded data were derived.
 LX5427
 LX5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3237575483(NAD 83)
 LX5427_MARKER: DD = SURVEY DISK
 LX5427_SETTING: 66 = SET IN ROCK OUTCROP
 LX5427_SP_SET: SET IN ROCK OUTCROP
 LX5427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5427+STABILITY: POSITION/ELEVATION WELL
 LX5427
 LX5427  HISTORY     - Date     Condition        Report By
 LX5427  HISTORY     - 1934     MONUMENTED       CGS
 LX5427  HISTORY     - 1954     GOOD             CGS
 LX5427  HISTORY     - 19910402 GOOD             USPSQD
 LX5427
 LX5427                          STATION DESCRIPTION
 LX5427
 LX5427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5427'THE STATION IS LOCATED ON THE W SIDE OF HUNTLEY ISLAND.  THE
 LX5427'ISLAND IS E OF GIANTS NECK AND N OF GRISWOLD ISLAND.  THERE ARE
 LX5427'TWO SUMMER COTTAGES ON THE ISLAND.  THE STATION IS A STANDARD
 LX5427'HYDROGRAPHIC DISK SET IN AN OUTCROPPING LEDGE 3 METERS FROM HIGH
 LX5427'WATER LINE.
 LX5427'
 LX5427'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5427'
 LX5427'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5427
 LX5427                          STATION RECOVERY (1954)
 LX5427
 LX5427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5427'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LX5427'IS ADEQUATE.  STATION MARK IS UNSTAMPED.
 LX5427
 LX5427                          STATION RECOVERY (1991)
 LX5427
 LX5427'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6886 ***********************************************************************
 LX6886  DESIGNATION -  HURDS GABLE
 LX6886  PID         -  LX6886
 LX6886  STATE/COUNTY-  CT/MIDDLESEX
 LX6886  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6886
 LX6886                         *CURRENT SURVEY CONTROL
 LX6886  ___________________________________________________________________
 LX6886* NAD 83(1996)-  41 33 08.88998(N)    072 32 45.35926(W)     ADJUSTED  
 LX6886* NAVD 88     -                                                        
 LX6886  ___________________________________________________________________
 LX6886  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 LX6886  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6886
 LX6886  HORZ ORDER  -  THIRD
 LX6886
 LX6886.The horizontal coordinates were established by classical geodetic methods
 LX6886.and adjusted by the National Geodetic Survey in August 1998..
 LX6886
 LX6886
 LX6886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6886
 LX6886.The geoid height was determined by GEOID03.
 LX6886
 LX6886;                    North         East     Units Scale Factor Converg.
 LX6886;SPC CT       -   232,286.544   321,825.350   MT  0.99998319   +0 08 07.1
 LX6886;SPC CT       -   762,093.44  1,055,855.34   sFT  0.99998319   +0 08 07.1
 LX6886;UTM  18      - 4,602,997.625   704,665.439   MT  1.00011551   +1 37 42.1
 LX6886
 LX6886                          SUPERSEDED SURVEY CONTROL
 LX6886
 LX6886  NAD 83(1992)-  41 33 08.88930(N)    072 32 45.35915(W) AD(       ) 4
 LX6886  NAD 83(1986)-  41 33 08.89107(N)    072 32 45.36137(W) AD(       ) 4
 LX6886  NAD 27      -  41 33 08.53200(N)    072 32 47.03700(W) AD(       ) 3
 LX6886
 LX6886.Superseded values are not recommended for survey control.
 LX6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6886.See file dsdata.txt to determine how the superseded data were derived.
 LX6886
 LX6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0466502998(NAD 83)
 LX6886
 LX6886  HISTORY     - Date     Condition        Report By
 LX6886  HISTORY     - 1934     MONUMENTED       CGS
 LX6886  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6886  HISTORY     - 19971125 GOOD             USPSQD
 LX6886
 LX6886                          STATION DESCRIPTION
 LX6886
 LX6886'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6886'THE RESIDENCE OF LOUIS HURD IS ON THE S SIDE OF THE ROAD 1/4
 LX6886'MILE E OF ROUTE 151.
 LX6886'
 LX6886'THE HOUSE IS A WHITE WOODEN BUILDING WITH A BROAD GAMBREL
 LX6886'ROOF.  THE WINDOWS ARE COVERED WITH BRIGHT BLUE SHUTTERS.  A
 LX6886'NARROW ONE-STORY WING JOINS THE S SIDE.  TWO CHIMNEYS SHOW A
 LX6886'LARGE SQUARE ONE IN THE MIDDLE OF THE MAIN HOUSE, AND A LONGER,
 LX6886'SLIMMER ONE ON THE WING.
 LX6886'
 LX6886'GABLES OF THE HOUSE FACE E AND W, THE W GABLE SHOWING FIVE
 LX6886'RECTANGULAR WINDOWS.
 LX6886'
 LX6886'CENTER IS THE APEX OF THIS W GABLE.
 LX6886
 LX6886                          STATION RECOVERY (1948)
 LX6886
 LX6886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6886'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6886
 LX6886                          STATION RECOVERY (1997)
 LX6886
 LX6886'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6268 ***********************************************************************
 LX6268  DESIGNATION -  HURLBURTS PINE
 LX6268  PID         -  LX6268
 LX6268  STATE/COUNTY-  CT/NEW HAVEN
 LX6268  USGS QUAD   -  GUILFORD (1984)
 LX6268
 LX6268                         *CURRENT SURVEY CONTROL
 LX6268  ___________________________________________________________________
 LX6268* NAD 83(1996)-  41 21 43.90768(N)    072 39 59.90185(W)     ADJUSTED  
 LX6268* NAVD 88     -                                                        
 LX6268  ___________________________________________________________________
 LX6268  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX6268  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6268
 LX6268  HORZ ORDER  -  THIRD
 LX6268
 LX6268.The horizontal coordinates were established by classical geodetic methods
 LX6268.and adjusted by the National Geodetic Survey in August 1998..
 LX6268
 LX6268
 LX6268.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6268
 LX6268.The geoid height was determined by GEOID03.
 LX6268
 LX6268;                    North         East     Units Scale Factor Converg.
 LX6268;SPC CT       -   211,137.905   311,775.547   MT  0.99998760   +0 03 19.0
 LX6268;SPC CT       -   692,708.28  1,022,883.61   sFT  0.99998760   +0 03 19.0
 LX6268;SPC NY L     -   133,613.818   411,565.756   MT  1.00003480   +0 52 19.7
 LX6268;SPC NY L     -   438,364.67  1,350,278.65   sFT  1.00003480   +0 52 19.7
 LX6268;UTM  18      - 4,581,592.509   695,167.948   MT  1.00006879   +1 32 32.7
 LX6268
 LX6268                          SUPERSEDED SURVEY CONTROL
 LX6268
 LX6268  NAD 83(1992)-  41 21 43.90683(N)    072 39 59.90169(W) AD(       ) 4
 LX6268  NAD 83(1986)-  41 21 43.90883(N)    072 39 59.90468(W) AD(       ) 4
 LX6268  NAD 27      -  41 21 43.56800(N)    072 40 01.56000(W) AD(       ) 3
 LX6268
 LX6268.Superseded values are not recommended for survey control.
 LX6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6268.See file dsdata.txt to determine how the superseded data were derived.
 LX6268
 LX6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9516881593(NAD 83)
 LX6268
 LX6268  HISTORY     - Date     Condition        Report By
 LX6268  HISTORY     - 1934     MONUMENTED       CGS
 LX6268
 LX6268                          STATION DESCRIPTION
 LX6268
 LX6268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6268'HURLBURTS HOUSE IS ON THE HIGHEST POINT OF RACE HILL IN THE N
 LX6268'MADISON SECTION OF THE TOWN.  IT IS ABOUT 0.9 MILE N OF THE
 LX6268'KILLINGWORTH-NEW HAVEN ROAD ON RACE HILL ROAD.
 LX6268'
 LX6268'THERE IS A SINGLE PINE TREE ABOUT 70 FEET HIGH IN THE YARD.  IT
 LX6268'IS IN LINE WITH THE S WALL OF THE HOUSE, ABOUT 15 METERS FROM
 LX6268'THE SE CORNER.  IT IS ABOUT 15 METERS W OF THE CENTER LINE OF
 LX6268'THE HIGHWAY.
 LX6268'
 LX6268'CENTER IS THE CENTER LINE OF THE PINE.
 LX6268'
 LX6268'THE COMBINATION OF THE WHITE HOUSE AND PINE TREE MAKES A
 LX6268'RATHER PROMINENT LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3523 ***********************************************************************
 LX3523  DESIGNATION -  HUTCH
 LX3523  PID         -  LX3523
 LX3523  STATE/COUNTY-  CT/LITCHFIELD
 LX3523  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3523
 LX3523                         *CURRENT SURVEY CONTROL
 LX3523  ___________________________________________________________________
 LX3523* NAD 83(1996)-  41 46 56.03579(N)    073 14 11.69783(W)     ADJUSTED  
 LX3523* NAVD 88     -       393.9    (meters)    1292.     (feet)  VERTCON   
 LX3523  ___________________________________________________________________
 LX3523  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 LX3523  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX3523
 LX3523  HORZ ORDER  -  FIRST
 LX3523
 LX3523.The horizontal coordinates were established by classical geodetic methods
 LX3523.and adjusted by the National Geodetic Survey in August 1998..
 LX3523
 LX3523.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3523
 LX3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3523
 LX3523.The geoid height was determined by GEOID03.
 LX3523
 LX3523;                    North         East     Units Scale Factor Converg.
 LX3523;SPC CT       -   257,899.003   264,350.218   MT  0.99999253   -0 19 21.5
 LX3523;SPC CT       -   846,123.65    867,289.01   sFT  0.99999253   -0 19 21.5
 LX3523;UTM  18      - 4,627,100.991   646,541.536   MT  0.99986426   +1 10 30.6
 LX3523
 LX3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3523!SPC CT       -   0.99994283  x   0.99999253  =   0.99993536
 LX3523!UTM  18      -   0.99994283  x   0.99986426  =   0.99980709
 LX3523
 LX3523|---------------------------------------------------------------------|
 LX3523| PID    Reference Object                     Distance      Geod. Az  |
 LX3523|                                                           dddmmss.s |
 LX3523| CB3591 HUTCH RM 1                           21.638 METERS 00057     |
 LX3523| LX3518 GOLDS 2                             APPROX. 5.2 KM 0501758.8 |
 LX3523| CB3592 HUTCH RM 2                           20.210 METERS 07014     |
 LX3523| LX3624 GOSHEN MOHAWK MTN LOT               APPROX. 6.6 KM 3110714.6 |
 LX3523|---------------------------------------------------------------------|
 LX3523
 LX3523                          SUPERSEDED SURVEY CONTROL
 LX3523
 LX3523  NAD 83(1996)-  41 46 56.03569(N)    073 14 11.69817(W) AD(       ) 1
 LX3523  NAD 83(1992)-  41 46 56.03613(N)    073 14 11.69862(W) AD(       ) 1
 LX3523  NAD 83(1992)-  41 46 56.03717(N)    073 14 11.69942(W) AD(       ) 1
 LX3523  NAD 83(1986)-  41 46 56.03729(N)    073 14 11.69993(W) AD(       ) 1
 LX3523  NAD 27      -  41 46 55.69063(N)    073 14 13.28421(W) AD(       ) 1
 LX3523  NGVD 29 (07/19/86)  394.1    (m)         1293.     (f) VERT ANG       
 LX3523
 LX3523.Superseded values are not recommended for survey control.
 LX3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3523.See file dsdata.txt to determine how the superseded data were derived.
 LX3523
 LX3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4654227101(NAD 83)
 LX3523_MARKER: DS = TRIANGULATION STATION DISK
 LX3523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3523_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3523
 LX3523  HISTORY     - Date     Condition        Report By
 LX3523  HISTORY     - 1981     MONUMENTED       NGS
 LX3523
 LX3523                          STATION DESCRIPTION
 LX3523
 LX3523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3523'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) WEST-SOUTHWEST OF
 LX3523'TORRINGTON, 5.6 KM (3.5 MI) NORTHWEST OF LITCHFIELD AND 5.6 KM
 LX3523'(3.5 MI) SOUTH OF GOSHEN.
 LX3523'OWNERSHIP--MR SONIA-THOSS, HUTCHINSON ROAD, LITCHFIELD CT,
 LX3523'PHONE 203-567-8650.
 LX3523'
 LX3523'TO REACH THE STATION FROM STATE HIGHWAYS 4 AND 63 IN GOSHEN.
 LX3523'GO SOUTH ON HIGHWAY 63 FOR 4.8 KM (3 MI) TO THE
 LX3523'LITCHFIELD TOWN LINE AND A CROSSROAD.
 LX3523'TURN RIGHT, WEST AND PROCEED ON BROOKS ROAD FOR 1.1 KM (0.7 MI)
 LX3523'TO A T-ROAD.  TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) TO
 LX3523'A PAVED ROAD LEFT.  TURN LEFT AND GO WEST ON NEWCOMB ROAD  FOR
 LX3523'1.1 KM (0.7 MI) TO A GRAVEL ROAD ON THE LEFT OPPOSITE A WHITE
 LX3523'HOUSE.  TURN LEFT, SOUTH, PASSING THROUGH AN ELECTRONIC
 LX3523'GATE, PROCEED FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT
 LX3523'JUST AFTER PASSING A MANSION ON THE LEFT NEAR EDGE OF WOODS.
 LX3523'
 LX3523'THE STATION IS A STANDARD NGS DISK
 LX3523'STAMPED---HUTCH 1981---,
 LX3523'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3523'FLUSH WITH GROUND.  IT IS LOCATED
 LX3523'16.0 METERS (52.5 FT) WEST FROM THE CENTER OF A GRAVEL ROAD,
 LX3523'11.2 METERS (36.74 FT) SOUTHWEST FROM A DOUBLE TRUNKED OAK TREE
 LX3523'AND
 LX3523'9.8 METERS (32.15 FT) NORTH FROM A 35 CENTIMETER OAK TREE.
 LX3523'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3523'STAMPED---HUTCH 1981---,
 LX3523'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3523'
 LX3523'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3523'STAMPED---HUTCH NO 1 1981---,
 LX3523'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METERS
 LX3523'LARGEST DIMENSION.  IT IS LOCATED
 LX3523'12.2 METERS (40.03 FT) NORTH FROM THE DOUBLE TRUNKED OAK TREE,
 LX3523'6.6 METERS (21.65 FT) NORTH FROM CENTER OF THE GRAVEL ROAD,
 LX3523'2.5 METERS (8.2 FT) EAST-NORTHEAST FROM THE 35 CENTIMETER MAPLE
 LX3523'TREE AND
 LX3523'3.6 METERS (11.8 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVE.
 LX3523'MARK IS ABOVE STATION 0.6 METERS.
 LX3523'
 LX3523'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3523'STAMPED---HUTCH NO 2 1981---,
 LX3523'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3523'FLUSH WITH GROUND.  IT IS LOCATED
 LX3523'14.5 METERS (47.57 FT) EAST-NORTHEAST FROM THE DOUBLE TRUNKED OAK
 LX3523'TREE,
 LX3523'17.0 METERS (55.78 FT) WEST FROM A DOUBLE TRUNKED PINE TREE AND
 LX3523'4.3 METERS (14.11 FT) EAST-NORTHEAST FROM THE CENTER OF THE
 LX3523'GRAVEL ROAD.
 LX3523'MARK IS ABOVE STATION 1.0 METERS.
 LX3523'
 LX3523'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 25.8 METERS.
 LX3523'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5582 ***********************************************************************
 AI5582  PACS        -  This is a Primary Airport Control Station.
 AI5582  DESIGNATION -  HVN D
 AI5582  PID         -  AI5582
 AI5582  STATE/COUNTY-  CT/NEW HAVEN
 AI5582  USGS QUAD   -  NEW HAVEN (1984)
 AI5582
 AI5582                         *CURRENT SURVEY CONTROL
 AI5582  ___________________________________________________________________
 AI5582* NAD 83(1996)-  41 16 04.79476(N)    072 53 18.39305(W)     ADJUSTED  
 AI5582* NAVD 88     -         1.33   (meters)       4.4    (feet)  GPS OBS   
 AI5582  ___________________________________________________________________
 AI5582  X           -   1,412,610.498 (meters)                     COMP
 AI5582  Y           -  -4,588,468.632 (meters)                     COMP
 AI5582  Z           -   4,184,821.020 (meters)                     COMP
 AI5582  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AI5582  ELLIP HEIGHT-         -28.56  (meters)          (06/04/02) GPS OBS
 AI5582  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AI5582
 AI5582  HORZ ORDER  -  B
 AI5582  ELLP ORDER  -  FOURTH    CLASS I
 AI5582
 AI5582.This mark is at Tweed-New Haven Airport (HVN)
 AI5582
 AI5582.The horizontal coordinates were established by GPS observations
 AI5582.and adjusted by the National Geodetic Survey in May 2000..
 AI5582
 AI5582.The orthometric height was determined by GPS observations and a
 AI5582.high-resolution geoid model.
 AI5582
 AI5582.GPS derived orthometric heights for airport stations designated as
 AI5582.PACS or SACS are published to 2 decimal places.  This maintains
 AI5582.centimeter relative accuracy between the PACS and SACS.  It does
 AI5582.not indicate centimeter accuracy relative to other marks which are
 AI5582.part of the NAVD 88 network.
 AI5582
 AI5582.Photographs are available for this station.
 AI5582
 AI5582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5582
 AI5582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5582
 AI5582.The ellipsoidal height was determined by GPS observations
 AI5582.and is referenced to NAD 83.
 AI5582
 AI5582.The geoid height was determined by GEOID03.
 AI5582
 AI5582;                    North         East     Units Scale Factor Converg.
 AI5582;SPC CT       -   200,682.299   293,200.107   MT  0.99999383   -0 05 30.5
 AI5582;SPC CT       -   658,405.18    961,940.68   sFT  0.99999383   -0 05 30.5
 AI5582;UTM  18      - 4,570,658.327   676,869.238   MT  0.99998501   +1 23 35.2
 AI5582
 AI5582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5582!SPC CT       -   1.00000448  x   0.99999383  =   0.99999831
 AI5582!UTM  18      -   1.00000448  x   0.99998501  =   0.99998949
 AI5582
 AI5582                          SUPERSEDED SURVEY CONTROL
 AI5582
 AI5582  ELLIP H (05/22/00)  -28.55   (m)                       GP(       ) 4 1
 AI5582
 AI5582.Superseded values are not recommended for survey control.
 AI5582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5582.See file dsdata.txt to determine how the superseded data were derived.
 AI5582
 AI5582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7686970658(NAD 83)
 AI5582_MARKER: I = METAL ROD
 AI5582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5582_STAMPING: HVN D 1999
 AI5582_MARK LOGO: NOS   
 AI5582_PROJECTION: RECESSED 2 CENTIMETERS
 AI5582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5582+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 AI5582_ROD/PIPE-DEPTH: 9.4  meters
 AI5582_SLEEVE-DEPTH  : 1.0 meters
 AI5582
 AI5582  HISTORY     - Date     Condition        Report By
 AI5582  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5582  HISTORY     - 20040828 GOOD             WOOLPT
 AI5582
 AI5582                          STATION DESCRIPTION
 AI5582
 AI5582'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5582'THE STATION IS LOCATED APPROXIMATELY 4.1 MI (6.6 KM) SOUTHEAST OF NEW
 AI5582'HAVEN, 1.3 MI (2.1 KM) SOUTHWEST OF EAST HAVEN AND IS LOCATED AT THE
 AI5582'TWEED-NEW HAVEN AIRPORT.  OWNERSHIP-- TWEED-NEW HAVEN AIRPORT, 155
 AI5582'BURR STREET ADMINISTRATION BUILDING 2ND FLOOR, NEW HAVEN CT, 06512,
 AI5582'C/O RICHARD LAMPORT AIRPORT MANAGER.  PHONE NUMBER (203) 466-8833, FAX
 AI5582'NUMBER (203) 466-8844.  CONTACT THE AIRPORT MANAGER AT LEAST 24 HOURS
 AI5582'PRIOR TO ARRANGE FOR ACCESS.
 AI5582'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 AI5582'ROUTE 337 SOUTH (BURR STREET) , PROCEED SOUTHERLY 1.35 MI (2.17 KM)
 AI5582'ALONG BURR STRRET TO THE JUNCTION OF DODGE AVENUE ON THE LEFT.  TURN
 AI5582'LEFT AND PROCEED EASTERLY 1.60 MI (2.57 KM) ALONG DODGE AVENUE TO THE
 AI5582'JUNCTION OF THOMAS STREET.  TURN RIGHT AND PROCEED SOUTHERLY 0.2 MI
 AI5582'(0.3 KM) ALONG THOMAS STREET TO A PARKING LOT ENTRANCE ON THE RIGHT.
 AI5582'TURN RIGHT AND CONTINUE SOUTHERLY 0.3 MI (0.5 KM) ALONG A ROAD AT THE
 AI5582'EDGE OF THE PARKING LOT TO A GATE LEADING TO THE MAINTANCE AREA.
 AI5582'PROCEED THROUGH THE GATE AND ALONG THE ROAD SOUTHWESTERLY 0.1 MI (0.2
 AI5582'KM) TO THE JUNCTION OF TWY CHARLIE.  TURN RIGHT AND PROCEED NORTHWEST
 AI5582'0.20 MI (0.32 KM) ON TWY CHARLIE, CROSSING RWY 2-10, TO THE STATION ON
 AI5582'THE RIGHT, IN THE INFIELD FORMED BY TWY CHARLIE, RWY 2-20, AND THE
 AI5582'TERMINAL RAMP.  THE STATION IS ONLINE WITH THE SECOND SET OF RWY
 AI5582'LIGHTS NORTH OF TWY CHARLIE.
 AI5582'THE STATION IS LOCATED 67.8 M (222.4 FT) NORTH 54 DEGREES EAST OF THE
 AI5582'EDGE OF PAVEMENT OF TWY CHARLIE, 61.0 M (200.1 FT) NORTH 73 DEGREES
 AI5582'WEST OF THE SECOND SET OF RWY LIGHTS NORTH OF TWY CHARLIE, AND 29.3 M
 AI5582'(96.1 FT) NORTH OF A SQUARE CATCH BASIN.  THE STATION IS A STAINLESS
 AI5582'STEEL ROD WITH A PUNCHMARK DRIVEN TO A SLOW DRIVING RATE AT A DEPTH OF
 AI5582'9.4 M, (30.8 FT) ENCASED IN A 1 M (3.3 FT) FINNED SLEEVE FILLED WITH
 AI5582'NON-TOXIC GREASE, RECESSED 8 CM BENEATH A STANDARD NGS LOGO CAP
 AI5582'STAMPED-- HVN D 1999-- ENCASED IN A 0.3 M (1.0 FT) DIAMETER CONCRETE
 AI5582'COLLAR AND RECESSED 2 CM BELOW THE GROUND.  THIS STATION IS DESIGNATED
 AI5582'AS THE PRIMARY AIRPORT CONTROL STATION.
 AI5582
 AI5582                          STATION RECOVERY (2004)
 AI5582
 AI5582'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (SWA)
 AI5582'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5583 ***********************************************************************
 AI5583  SACS        -  This is a Secondary Airport Control Station.
 AI5583  DESIGNATION -  HVN E
 AI5583  PID         -  AI5583
 AI5583  STATE/COUNTY-  CT/NEW HAVEN
 AI5583  USGS QUAD   -  NEW HAVEN (1984)
 AI5583
 AI5583                         *CURRENT SURVEY CONTROL
 AI5583  ___________________________________________________________________
 AI5583* NAD 83(1996)-  41 15 41.57986(N)    072 53 00.59728(W)     ADJUSTED  
 AI5583* NAVD 88     -         1.16   (meters)       3.8    (feet)  GPS OBS   
 AI5583  ___________________________________________________________________
 AI5583  X           -   1,413,145.344 (meters)                     COMP
 AI5583  Y           -  -4,588,798.025 (meters)                     COMP
 AI5583  Z           -   4,184,282.572 (meters)                     COMP
 AI5583  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AI5583  ELLIP HEIGHT-         -28.75  (meters)          (06/04/02) GPS OBS
 AI5583  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AI5583
 AI5583  HORZ ORDER  -  FIRST
 AI5583  ELLP ORDER  -  FOURTH    CLASS I
 AI5583
 AI5583.This mark is at Tweed-New Haven Airport (HVN)
 AI5583
 AI5583.The horizontal coordinates were established by GPS observations
 AI5583.and adjusted by the National Geodetic Survey in May 2000..
 AI5583
 AI5583.The orthometric height was determined by GPS observations and a
 AI5583.high-resolution geoid model.
 AI5583
 AI5583.GPS derived orthometric heights for airport stations designated as
 AI5583.PACS or SACS are published to 2 decimal places.  This maintains
 AI5583.centimeter relative accuracy between the PACS and SACS.  It does
 AI5583.not indicate centimeter accuracy relative to other marks which are
 AI5583.part of the NAVD 88 network.
 AI5583
 AI5583.Photographs are available for this station.
 AI5583
 AI5583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5583
 AI5583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5583
 AI5583.The ellipsoidal height was determined by GPS observations
 AI5583.and is referenced to NAD 83.
 AI5583
 AI5583.The geoid height was determined by GEOID03.
 AI5583
 AI5583;                    North         East     Units Scale Factor Converg.
 AI5583;SPC CT       -   199,965.479   293,613.211   MT  0.99999436   -0 05 18.7
 AI5583;SPC CT       -   656,053.41    963,296.01   sFT  0.99999436   -0 05 18.7
 AI5583;UTM  18      - 4,569,952.457   677,300.774   MT  0.99998689   +1 23 46.3
 AI5583
 AI5583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5583!SPC CT       -   1.00000451  x   0.99999436  =   0.99999887
 AI5583!UTM  18      -   1.00000451  x   0.99998689  =   0.99999140
 AI5583
 AI5583                          SUPERSEDED SURVEY CONTROL
 AI5583
 AI5583.No superseded survey control is available for this station.
 AI5583
 AI5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7730169952(NAD 83)
 AI5583_MARKER: DD = SURVEY DISK
 AI5583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5583_STAMPING: HVN E 1999
 AI5583_MARK LOGO: NOS   
 AI5583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5583+STABILITY: SURFACE MOTION
 AI5583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5583+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 AI5583
 AI5583  HISTORY     - Date     Condition        Report By
 AI5583  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5583  HISTORY     - 20040828 GOOD             WOOLPT
 AI5583
 AI5583                          STATION DESCRIPTION
 AI5583
 AI5583'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5583'THE STATION IS LOCATED APPROXIMATELY 4.1 MI (6.6 KM) SOUTHEAST OF NEW
 AI5583'HAVEN, 1.3 MI (2.1 KM) SOUTHWEST OF EAST HAVEN AND IS AT THE TWEED-NEW
 AI5583'HAVEN AIRPORT.  OWNERSHIP-- TWEED-NEW HAVEN AIRPORT, 155 BURR STREET
 AI5583'ADMINISTRATION BUILDING SECOND FLOOR, NEW HAVEN CT, 06512, C/O RICHARD
 AI5583'LAMPORT AIRPORT MANAGER.  PHONE NUMBER (203) 466-8833, FAX NUMBER
 AI5583'(203) 466-8844.  CONTACT THE AIRPORT MANAGER AT LEAST 24 HOURS PRIOR
 AI5583'TO ARRANGE FOR ACCESS.
 AI5583'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 AI5583'ROUTE 337 SOUTH (BURR STREET) , PROCEED SOUTHERLY 1.35 MI (2.17 KM)
 AI5583'ALONG BURR STREET TO THE JUNCTION OF DODGE ACENUE ON THE LEFT.  TURN
 AI5583'LEFT AND PROCEED EASTERLY 1.60 MI (2.57 KM) ALONG DODGE AVENUE TO THE
 AI5583'JUNCTION OF THOMAS STREET.  TURN RIGHT AND PROCEED SOUTHERLY 0.2 MI
 AI5583'(0.3 KM) ALONG THOMAS STREET TO A PARKING LOT ENTRANCE ON THE RIGHT.
 AI5583'TURN RIGHT AND CONTINUE SOUTHERLY 0.3 MI (0.5 KM) ALONG A ROAD AT THE
 AI5583'EDGE OF THE PARKING LOT TO A GATE LEADING TO THE MAINTENANCE AREA.
 AI5583'PROCEED THROUGH THE GATE AND ALONG THE ROAD SOUTHWESTERLY 0.1 MI (0.2
 AI5583'KM) TO THE JUNCTION OF TWY CHARLIE.  TURN LEFT AND PROCEED SOUTHEAST
 AI5583'0.2 MI (0.3 KM) ALONG TWY CHARLIE TO TWY HOTEL.  TURN RIGHT AND
 AI5583'PROCEED SOUTHWEST 0.15 MI (0.24 KM) ALONG TWY HOTEL AND ACROSS RWY
 AI5583'14-32 TO THE STATION DIRECTLY AHEAD.  THE STATION IS SET ONLINE WITH
 AI5583'THE CENTERLINE OF TWY HOTEL AND APPROXIMATELY 60 M (196.8 FT) FROM THE
 AI5583'EDGE OF TWY 14-32.
 AI5583'THE STATION IS LOCATED 167 M (547.9 FT) ON AN AZIMUTH OF 137 DEGREES
 AI5583'FROM THE VOR, 73.2 M (240.2 FT) ON AN AZIMUTH OF 234 DEGREES FROM A
 AI5583'CARSONITE WITNESS POST SET AT THE EDGE OF A BRUSH AND TREE LINE, AND
 AI5583'61 M (200.1 FT) ON AN AZIMUTH OF 54 DEGREES FROM THE EDGE OF PAVEMENT
 AI5583'OF RWY 14-32.  THE STATION IS A STANDARD NOS DISK STAMPED-- HVN E
 AI5583'1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMTER CONCRETE MONUMENT
 AI5583'1.3 M (4.3 FT) IN DEPTH, AND RECESSED 3 CM BELOW THE GROUND.  THIS
 AI5583'STATION IS DESGINATED AS A SECONDARY AIRPORT CONTROL STATION.
 AI5583
 AI5583                          STATION RECOVERY (2004)
 AI5583
 AI5583'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (SWA)
 AI5583'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5584 ***********************************************************************
 AI5584  SACS        -  This is a Secondary Airport Control Station.
 AI5584  DESIGNATION -  HVN F
 AI5584  PID         -  AI5584
 AI5584  STATE/COUNTY-  CT/NEW HAVEN
 AI5584  USGS QUAD   -  NEW HAVEN (1984)
 AI5584
 AI5584                         *CURRENT SURVEY CONTROL
 AI5584  ___________________________________________________________________
 AI5584* NAD 83(1996)-  41 15 34.66966(N)    072 53 20.13516(W)     ADJUSTED  
 AI5584* NAVD 88     -         0.87   (meters)       2.9    (feet)  GPS OBS   
 AI5584  ___________________________________________________________________
 AI5584  X           -   1,412,751.977 (meters)                     COMP
 AI5584  Y           -  -4,589,066.016 (meters)                     COMP
 AI5584  Z           -   4,184,122.132 (meters)                     COMP
 AI5584  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AI5584  ELLIP HEIGHT-         -29.04  (meters)          (06/04/02) GPS OBS
 AI5584  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AI5584
 AI5584  HORZ ORDER  -  FIRST
 AI5584  ELLP ORDER  -  FOURTH    CLASS I
 AI5584
 AI5584.This mark is at Tweed-New Haven Airport (HVN)
 AI5584
 AI5584.The horizontal coordinates were established by GPS observations
 AI5584.and adjusted by the National Geodetic Survey in May 2000..
 AI5584
 AI5584.The orthometric height was determined by GPS observations and a
 AI5584.high-resolution geoid model.
 AI5584
 AI5584.GPS derived orthometric heights for airport stations designated as
 AI5584.PACS or SACS are published to 2 decimal places.  This maintains
 AI5584.centimeter relative accuracy between the PACS and SACS.  It does
 AI5584.not indicate centimeter accuracy relative to other marks which are
 AI5584.part of the NAVD 88 network.
 AI5584
 AI5584.Photographs are available for this station.
 AI5584
 AI5584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5584
 AI5584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5584
 AI5584.The ellipsoidal height was determined by GPS observations
 AI5584.and is referenced to NAD 83.
 AI5584
 AI5584.The geoid height was determined by GEOID03.
 AI5584
 AI5584;                    North         East     Units Scale Factor Converg.
 AI5584;SPC CT       -   199,753.019   293,158.064   MT  0.99999452   -0 05 31.6
 AI5584;SPC CT       -   655,356.36    961,802.75   sFT  0.99999452   -0 05 31.6
 AI5584;UTM  18      - 4,569,728.278   676,851.288   MT  0.99998493   +1 23 33.2
 AI5584
 AI5584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5584!SPC CT       -   1.00000456  x   0.99999452  =   0.99999908
 AI5584!UTM  18      -   1.00000456  x   0.99998493  =   0.99998949
 AI5584
 AI5584                          SUPERSEDED SURVEY CONTROL
 AI5584
 AI5584  ELLIP H (05/22/00)  -29.03   (m)                       GP(       ) 4 1
 AI5584
 AI5584.Superseded values are not recommended for survey control.
 AI5584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5584.See file dsdata.txt to determine how the superseded data were derived.
 AI5584
 AI5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7685169728(NAD 83)
 AI5584_MARKER: DD = SURVEY DISK
 AI5584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5584_STAMPING: HVN E 1999
 AI5584_MARK LOGO: NOS   
 AI5584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5584+STABILITY: SURFACE MOTION
 AI5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5584+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 AI5584
 AI5584  HISTORY     - Date     Condition        Report By
 AI5584  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5584  HISTORY     - 20040828 GOOD             WOOLPT
 AI5584
 AI5584                          STATION DESCRIPTION
 AI5584
 AI5584'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5584'THE STATION IS LOCATED APPROXIMATELY 4.1 MI (6.6 KM) SOUTHEAST OF NEW
 AI5584'HAVEN, 1.3 MI (2.1 KM) SOUTHWEST OF EAST HAVEN AND IS AT THE TWEED-NEW
 AI5584'HAVEN AIRPORT.  OWNERSHIP-- TWEED-NEW HAVEN AIRPORT, 155 BURR STREET
 AI5584'ADMINISTRATION BUILDING SECOND FLOOR, NEW HAVEN CT, 06512, C/O RICHARD
 AI5584'LAMPORT AIRPORT MANAGER.  PHONE NMBER (203) 466-8833, FAX NUMBER (203)
 AI5584'466-8844.  CONTACT THE AIRPORT MANAGER AT LEAST 24 HOURS IN ADVANCE TO
 AI5584'ARRANGE FOR ACCESS.
 AI5584'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND STATE
 AI5584'ROUTE 337 SOUTH (BURR STREET) , PROCEED SOUTHERLY 1.35 MI (2.17 KM)
 AI5584'ALONG BURR STREET TO THE JUNCTION OF DODGE AVENUE ON THE LEFT.  TURN
 AI5584'LEFT AND PROCEED EASTERLY 1.60 MI (2.57 KM) ALONG DODGE AVENUE TO THE
 AI5584'JUNCTION OF THOMAS STREET.  TURN RIGHT AND PROCEED SOUTHERLY 0.20 MI
 AI5584'(0.32 KM) ALONG THOMAS STREET TO A PARKING LOT ENTRANCE ON THE RIGHT.
 AI5584'TURN RIGHT AND CONTINUE SOUTHERLY 0.3 MI (0.5 KM) ALONG A ROAD AT THE
 AI5584'EDGE OF THE PARKING LOT TO A GATE LEADING TO THE MAINTENANCE AREA.
 AI5584'PROCEED THROUGH THE GATE AND ALONG THE ROAD SOUTHWESTERLY 0.10 MI
 AI5584'(0.16 KM) TO THE JUNCTION OF TWY CHARLIE AND A SHORT TWY LEADING TO
 AI5584'RWY 14-32.  PROCEED SOUTHWEST 0.20 MI (0.32 KM) ALONG THE SHORT TWY
 AI5584'AND ACROSS RWY 14-32 TO TWY BRAVO.  PROCEED WESTERLY AND SOUTHERLY
 AI5584'0.65 MI (1.05 KM) ALONG TWY BRAVO TO THE APPROACH END OF RWY 2-20.
 AI5584'TURN RIGHT AND PROCEED NORTH 0.05 ON RWY 2-20 TO THE FIRE ROAD.  TURN
 AI5584'LEFT AND PROCEED SOUTHWEST APPROXIMATELY 50 M (164.0 FT) ALONG THE
 AI5584'FIRE ROAD TO THE STATION ON THE RIGHT.
 AI5584'THE STATION IS LOCATED 82 M (269.0 FT) NORTH NORTHEAST OF THE EASTERN
 AI5584'MOST CORNER OF THE GLIDE SLOPE SHACK, 114 M (374.0 FT) SOUTH SOUTHWEST
 AI5584'OF A RVR BOX, 53.4 M (175.2 FT) WEST NORTH WEST OF THE EDGE OF
 AI5584'PAVEMENT OF RWY 2-20, 34.5 M (113.2 FT) NORTHEAST OF A CARSONITE
 AI5584'WITNESS POST, AMD 17.9 M (58.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 AI5584'FIRE ROAD.  THE STATION IS A STANDARD NOS DISK STAMPED--HVN F 1999--
 AI5584'SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT 0.61 M
 AI5584'(2.00 FT) IN DEPTH AND RECESSED 4 CM BELOW THE GROUND.  THE CONCRETE
 AI5584'MONUMENT IS ANCHORED TO A LARGE ROCK LEDGE AT LEAST 60 M (196.8 FT) IN
 AI5584'AREA BY SEVERAL PIECES OF REBAR THAT WERE SET INTO HOLES DRILLED INTO
 AI5584'THE ROCK LEDGE.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5584'CONTROL STATION.
 AI5584
 AI5584                          STATION RECOVERY (2004)
 AI5584
 AI5584'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (SWA)
 AI5584'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5137 ***********************************************************************
 LX5137  DESIGNATION -  ICE HOUSE LIGHT 5
 LX5137  PID         -  LX5137
 LX5137  STATE/COUNTY-  CT/NEW LONDON
 LX5137  USGS QUAD   -  UNCASVILLE (1984)
 LX5137
 LX5137                         *CURRENT SURVEY CONTROL
 LX5137  ___________________________________________________________________
 LX5137* NAD 83(1996)-  41 25 04.30492(N)    072 05 33.73508(W)     ADJUSTED  
 LX5137* NAVD 88     -                                                        
 LX5137  ___________________________________________________________________
 LX5137  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LX5137  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5137
 LX5137  HORZ ORDER  -  THIRD
 LX5137
 LX5137.The horizontal coordinates were established by classical geodetic methods
 LX5137.and adjusted by the National Geodetic Survey in August 1998..
 LX5137
 LX5137
 LX5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5137
 LX5137.The geoid height was determined by GEOID03.
 LX5137
 LX5137;                    North         East     Units Scale Factor Converg.
 LX5137;SPC CT       -   217,525.783   359,750.235   MT  0.99998517   +0 26 09.0
 LX5137;SPC CT       -   713,665.84  1,180,280.56   sFT  0.99998517   +0 26 09.0
 LX5137;UTM  18      - 4,589,225.348   742,970.499   MT  1.00032658   +1 55 27.3
 LX5137
 LX5137                          SUPERSEDED SURVEY CONTROL
 LX5137
 LX5137  NAD 83(1992)-  41 25 04.30388(N)    072 05 33.73434(W) AD(       ) 4
 LX5137  NAD 83(1986)-  41 25 04.30469(N)    072 05 33.73794(W) AD(       ) 4
 LX5137  NAD 27      -  41 25 03.95800(N)    072 05 35.46100(W) AD(       ) 3
 LX5137
 LX5137.Superseded values are not recommended for survey control.
 LX5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5137.See file dsdata.txt to determine how the superseded data were derived.
 LX5137
 LX5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4297089225(NAD 83)
 LX5137_MARKER: 14 = NAVIGATION LIGHT
 LX5137
 LX5137  HISTORY     - Date     Condition        Report By
 LX5137  HISTORY     - 1960     FIRST OBSERVED   CGS
 LX5137  HISTORY     - 1966     GOOD             CGS
 LX5137  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5137
 LX5137                          STATION DESCRIPTION
 LX5137
 LX5137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5137'THIS STATION HAD BEEN BUILT TO REPLACE ICE HOUSE, LIGHT NO. 3,
 LX5137'1934.  THE LIGHT WAS OBSERVED AND FOUND TO BE ABOUT 3.5 FEET
 LX5137'OFF THE ORIGINAL POSITION.  THE STATION IS LOCATED IN THE MIDDLE
 LX5137'OF THE THAMES RIVER .5 MILE NORTH OF THE NORTH END OF THE
 LX5137'U.S. SUBMARINE BASE AND OPPOSITE THE HARVARD BOAT HOUSE.  THE
 LX5137'LIGHT IS A BLACK SKELETON TOWER WITH A SMALL WHITE HOUSE AND A
 LX5137'BLACK BASE.  THE STATION IS THE CENTER OF THE LIGHT.
 LX5137
 LX5137                          STATION RECOVERY (1966)
 LX5137
 LX5137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5137'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX5137
 LX5137                          STATION RECOVERY (1984)
 LX5137
 LX5137'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5137'ICEHOUSE LIGHT NO. 5 DESTROYED.
 LX5137'
 LX5137'BLACK SKELETON TOWER REPLACED BY SQUARE GALVANIZED METAL COLUMN
 LX5137'WITH A LIGHT 26 FEET ABOVE MLW AT THE PEAK.  SET IN ORIGINAL
 LX5137'CONCRETE FOUNDATION.  TWO RECTANGULAR PLYWOOD DAYMARKS PAINTED
 LX5137'GREEN WITH NUMBER 5 NORTHEAST AND SOUTH JUST UNDER THE LIGHT.
 LX5137'A WHITE RECTANGULAR PLASTIC BOX IS ATTACHED TO LOWER PART OF
 LX5137'COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5586 ***********************************************************************
 AI5586  SACS        -  This is a Secondary Airport Control Station.
 AI5586  DESIGNATION -  IJD A
 AI5586  PID         -  AI5586
 AI5586  STATE/COUNTY-  CT/WINDHAM
 AI5586  USGS QUAD   -  WILLIMANTIC (1984)
 AI5586
 AI5586                         *CURRENT SURVEY CONTROL
 AI5586  ___________________________________________________________________
 AI5586* NAD 83(1996)-  41 44 47.68067(N)    072 10 24.26512(W)     ADJUSTED  
 AI5586* NAVD 88     -        72.17   (meters)     236.8    (feet)  GPS OBS   
 AI5586  ___________________________________________________________________
 AI5586  X           -   1,458,994.359 (meters)                     COMP
 AI5586  Y           -  -4,536,999.437 (meters)                     COMP
 AI5586  Z           -   4,224,672.529 (meters)                     COMP
 AI5586  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AI5586  ELLIP HEIGHT-          42.30  (meters)          (06/04/02) GPS OBS
 AI5586  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AI5586
 AI5586  HORZ ORDER  -  FIRST
 AI5586  ELLP ORDER  -  FOURTH    CLASS I
 AI5586
 AI5586.This mark is at Windham Airport (IJD)
 AI5586
 AI5586.The horizontal coordinates were established by GPS observations
 AI5586.and adjusted by the National Geodetic Survey in May 2000..
 AI5586
 AI5586.The orthometric height was determined by GPS observations and a
 AI5586.high-resolution geoid model.
 AI5586
 AI5586.GPS derived orthometric heights for airport stations designated as
 AI5586.PACS or SACS are published to 2 decimal places.  This maintains
 AI5586.centimeter relative accuracy between the PACS and SACS.  It does
 AI5586.not indicate centimeter accuracy relative to other marks which are
 AI5586.part of the NAVD 88 network.
 AI5586
 AI5586.Photographs are available for this station.
 AI5586
 AI5586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5586
 AI5586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5586
 AI5586.The ellipsoidal height was determined by GPS observations
 AI5586.and is referenced to NAD 83.
 AI5586
 AI5586.The geoid height was determined by GEOID03.
 AI5586
 AI5586;                    North         East     Units Scale Factor Converg.
 AI5586;SPC CT       -   253,985.092   352,760.021   MT  0.99999003   +0 22 56.3
 AI5586;SPC CT       -   833,282.76  1,157,346.84   sFT  0.99999003   +0 22 56.3
 AI5586;UTM  18      - 4,625,501.473   735,029.196   MT  1.00027980   +1 52 58.5
 AI5586
 AI5586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5586!SPC CT       -   0.99999337  x   0.99999003  =   0.99998340
 AI5586!UTM  18      -   0.99999337  x   1.00027980  =   1.00027316
 AI5586
 AI5586                          SUPERSEDED SURVEY CONTROL
 AI5586
 AI5586  ELLIP H (05/22/00)   42.31   (m)                       GP(       ) 4 1
 AI5586
 AI5586.Superseded values are not recommended for survey control.
 AI5586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5586.See file dsdata.txt to determine how the superseded data were derived.
 AI5586
 AI5586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3502925501(NAD 83)
 AI5586_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5586_STAMPING: IJD A 1999
 AI5586_MARK LOGO: NGS   
 AI5586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5586+STABILITY: SURFACE MOTION
 AI5586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5586+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5586
 AI5586  HISTORY     - Date     Condition        Report By
 AI5586  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5586
 AI5586                          STATION DESCRIPTION
 AI5586
 AI5586'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5586'THE STATION IS LOCATED 1.2 MI (1.9 KM) SOUTHWEST OF NORTH WINDHAM, 2.8
 AI5586'MI (4.5 KM) NORTHEAST OF WILLIMANTIC, AND IS AT THE WINDHAM AIRPORT.
 AI5586'OWNERSHIP-- WINDHAM AIRPORT, AIRPORT ROAD, WILLIMANTIC CT, 06226, C/O
 AI5586'NORVALD OYGARD AIRPORT MANAGER.  CONTACT THE AIRPORT MANAGER AT LEAST
 AI5586'24 HOURS PRIOR TO ARRANGE FOR ACCESS. PH (860) 423-9348.
 AI5586'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND US ROUTE
 AI5586'6, PROCEED EASTELRY 0.2 MI (0.3 KM) ON US ROUTE 6 TO THE JUNCTION OF
 AI5586'AIRPORT ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTHERLY 0.20 MI
 AI5586'(0.32 KM) TO THE AIRPORT OFFICE ON THE LEFT AND A GATE DIRECTLY AHEAD.
 AI5586'PROCEED THROUGH THE GATE AND THENCE NORTHEAST AND THEN NORTHWEST 0.1
 AI5586'MI (0.2 KM) ALONG A SERVICE ROAD, PASSING A BLUE AND WHITE HANGAR, TO
 AI5586'AN ABANDONDED RWY.  TURN LEFT AND PROCEED NORTHEAST 0.70 MI (1.13 KM)
 AI5586'ALONG THE ABANDONDED RWY, CROSSING RWY 9-27 TO A ROAD ON THE RIGHT
 AI5586'LEADING TO A HELICOPTER PAD.  TURN RIGHT AND PROCEED SOUTHEAST 0.15 MI
 AI5586'(0.24 KM) ALONG THE ROAD AND DIRECTLY ACROSS THE PAD TO THE STATION
 AI5586'DIRECTLY AHEAD.
 AI5586'THE STATION IS SET ONLINE WITH THE CENTERLINE OF THE ROAD LEADING TO
 AI5586'THE HELICOPTER PAD AND IS 83.5 M (273.9 FT) ON AN AZIMUTH OF 150
 AI5586'DEGREES FROM THE EDGE OF PAVEMENT OF THE HELICOPTER PAD, 68.6 M (225.1
 AI5586'FT) ON AN AZIMUTH OF 33 DEGREES FROM THE FIRST RWY LIGHT OF RWY 9-27
 AI5586'WEST OF THE JUNCTION OF TWY ALPHA, 62.2 M (204.1 FT) ON AN AZIMUTH OF
 AI5586'340 DEGREES FROM THE FIRST RWY LIGHT OF RWY 9-27 EAST OF THE JUNCTION
 AI5586'OF TWY ALPHA, AND IS 61.0 M (200.1 FT) DUE NORTH OF THE EDGE OF RWY
 AI5586'9-27.  THE STATION IS A STANDARD NGS HORIZONTAL CONTROL STATION DISK
 AI5586'STAMPED--IJD A 1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMTER
 AI5586'CONCRETE MONUMENT 1.2 M (3.9 FT) IN DEPTH RECESSED 4 CM BELOW THE
 AI5586'GROUND.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI5586'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5587 ***********************************************************************
 AI5587  SACS        -  This is a Secondary Airport Control Station.
 AI5587  DESIGNATION -  IJD B
 AI5587  PID         -  AI5587
 AI5587  STATE/COUNTY-  CT/WINDHAM
 AI5587  USGS QUAD   -  WILLIMANTIC (1984)
 AI5587
 AI5587                         *CURRENT SURVEY CONTROL
 AI5587  ___________________________________________________________________
 AI5587* NAD 83(1996)-  41 44 19.38930(N)    072 10 54.52844(W)     ADJUSTED  
 AI5587* NAVD 88     -        74.72   (meters)     245.1    (feet)  GPS OBS   
 AI5587  ___________________________________________________________________
 AI5587  X           -   1,458,507.076 (meters)                     COMP
 AI5587  Y           -  -4,537,768.512 (meters)                     COMP
 AI5587  Z           -   4,224,022.935 (meters)                     COMP
 AI5587  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AI5587  ELLIP HEIGHT-          44.83  (meters)          (06/04/02) GPS OBS
 AI5587  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 AI5587
 AI5587  HORZ ORDER  -  FIRST
 AI5587  ELLP ORDER  -  FOURTH    CLASS I
 AI5587
 AI5587.This mark is at Windham Airport (IJD)
 AI5587
 AI5587.The horizontal coordinates were established by GPS observations
 AI5587.and adjusted by the National Geodetic Survey in May 2000..
 AI5587
 AI5587.The orthometric height was determined by GPS observations and a
 AI5587.high-resolution geoid model.
 AI5587
 AI5587.GPS derived orthometric heights for airport stations designated as
 AI5587.PACS or SACS are published to 2 decimal places.  This maintains
 AI5587.centimeter relative accuracy between the PACS and SACS.  It does
 AI5587.not indicate centimeter accuracy relative to other marks which are
 AI5587.part of the NAVD 88 network.
 AI5587
 AI5587.Photographs are available for this station.
 AI5587
 AI5587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5587
 AI5587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5587
 AI5587.The ellipsoidal height was determined by GPS observations
 AI5587.and is referenced to NAD 83.
 AI5587
 AI5587.The geoid height was determined by GEOID03.
 AI5587
 AI5587;                    North         East     Units Scale Factor Converg.
 AI5587;SPC CT       -   253,107.634   352,066.543   MT  0.99998953   +0 22 36.3
 AI5587;SPC CT       -   830,403.96  1,155,071.65   sFT  0.99998953   +0 22 36.3
 AI5587;UTM  18      - 4,624,605.900   734,358.739   MT  1.00027593   +1 52 37.3
 AI5587
 AI5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5587!SPC CT       -   0.99999297  x   0.99998953  =   0.99998250
 AI5587!UTM  18      -   0.99999297  x   1.00027593  =   1.00026890
 AI5587
 AI5587                          SUPERSEDED SURVEY CONTROL
 AI5587
 AI5587  ELLIP H (05/22/00)   44.84   (m)                       GP(       ) 4 1
 AI5587
 AI5587.Superseded values are not recommended for survey control.
 AI5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5587.See file dsdata.txt to determine how the superseded data were derived.
 AI5587
 AI5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3435924606(NAD 83)
 AI5587_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5587_STAMPING: IJD B 1999
 AI5587_MARK LOGO: NGS   
 AI5587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5587+STABILITY: SURFACE MOTION
 AI5587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5587+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5587
 AI5587  HISTORY     - Date     Condition        Report By
 AI5587  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5587
 AI5587                          STATION DESCRIPTION
 AI5587
 AI5587'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5587'THE STATION IS LOCATED 1.2 MI (1.9 KM) SOUTHWEST OF NORTH WINDHAM, 2.8
 AI5587'MI (4.5 KM) NORTHEAST OF WILLIMANTIC, AND IS AT THE WINDHAM AIRPORT.
 AI5587'OWNERSHIP-- WINDHAM AIRPORT, AIRPORT ROAD, WILLIMANTIC CT, 06226, C/O
 AI5587'NORVALD OYGARD AIRPORT MANAGER.  CONTACT THE AIRPORT MANAGER AT LEAST
 AI5587'24 HOURS PRIOR TO ENTRY TO ARRANGE FOR ACCESS. PH (860) 423-9348.
 AI5587'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 84 AND US ROUTE
 AI5587'6, PROCEED EASTERLY 0.2 MI (0.3 KM) ON US ROUTE 6 TO THE JUNCTION OF
 AI5587'AIRPORT ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTHERLY 0.2 MI (0.3
 AI5587'KM) TO THE AIRPORT OFFICE ON THE LEFT AND A GATE DIRECTLY AHEAD.
 AI5587'PROCEED THROUGH THE GATE AND PROCEED SOUTH SOUTHWEST AND THENCE SOUTH
 AI5587'APPROXIMATELY 450 FT (137.2 M) ALONG A CHAINLINK FENCE TO THE STATION
 AI5587'ON THE RIGHT.
 AI5587'THE STATION IS SET ONLINE WITH THE WEST EDGE OF TWY BRAVO, 66.4 M
 AI5587'(217.8 FT) DUE EAST OF THE EXTENDED CENTERLINE OF RWY 18-36, 49.1 M
 AI5587'(161.1 FT) ON AN AZIMUTH OF 190 DEGREES FROM THE SOUTHWEST POST OF A
 AI5587'STOP SIGN, 47.7 M (156.5 FT) ON AN AZIMUTH OF 140 DEGREES FROM THE
 AI5587'SOUTHEAST CORNER OF A SIGN--36--, AND 7.3 M (24.0 FT) DUE WEST OF AN
 AI5587'ANGLE POINT IN THE CHAINLINK FENCE AND A CARSONITE WITNESS POST.  THE
 AI5587'STATION IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED-- IJD B
 AI5587'1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) IN DIAMETER CONCRETE
 AI5587'MONUMENT 1.2 M (3.9 FT) IN DEPTH, RECESSED 6 CM BELOW THE GROUND. THIS
 AI5587'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1933 ***********************************************************************
 LX1933  DESIGNATION -  IN 14
 LX1933  PID         -  LX1933
 LX1933  STATE/COUNTY-  CT/LITCHFIELD
 LX1933  USGS QUAD   -  KENT (1971)
 LX1933
 LX1933                         *CURRENT SURVEY CONTROL
 LX1933  ___________________________________________________________________
 LX1933* NAD 83(1986)-  41 38 48.     (N)    073 29 02.     (W)     SCALED    
 LX1933* NAVD 88     -        80.238  (meters)     263.25   (feet)  ADJUSTED  
 LX1933  ___________________________________________________________________
 LX1933  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX1933  DYNAMIC HT  -          80.211 (meters)     263.16  (feet)  COMP
 LX1933  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 LX1933
 LX1933  VERT ORDER  -  FIRST     CLASS II
 LX1933
 LX1933.The horizontal coordinates were scaled from a topographic map and have
 LX1933.an estimated accuracy of +/- 6 seconds.
 LX1933
 LX1933.The orthometric height was determined by differential leveling
 LX1933.and adjusted by the National Geodetic Survey in June 1991..
 LX1933
 LX1933.The geoid height was determined by GEOID03.
 LX1933
 LX1933.The dynamic height is computed by dividing the NAVD 88
 LX1933.geopotential number by the normal gravity value computed on the
 LX1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1933.degrees latitude (g = 980.6199 gals.).
 LX1933
 LX1933.The modeled gravity was interpolated from observed gravity values.
 LX1933
 LX1933;                    North         East    Units  Estimated Accuracy
 LX1933;SPC CT       -   242,990.      243,660.      MT  (+/- 180 meters Scaled)
 LX1933
 LX1933                          SUPERSEDED SURVEY CONTROL
 LX1933
 LX1933.No superseded survey control is available for this station.
 LX1933
 LX1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM262116(NAD 83)
 LX1933_MARKER: DD = SURVEY DISK
 LX1933_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1933_SP_SET: WINGWALL
 LX1933_STAMPING: IN 14
 LX1933_MARK LOGO: CTGS  
 LX1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1933
 LX1933  HISTORY     - Date     Condition        Report By
 LX1933  HISTORY     - 1942     MONUMENTED       CTGS
 LX1933  HISTORY     - 1984     GOOD             NGS
 LX1933
 LX1933                          STATION DESCRIPTION
 LX1933
 LX1933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1933'IN GAYLORDSVILLE.
 LX1933'IN GAYLORDSVILLE, IN TOP OF THE SOUTHEAST WINGWALL OF U.S. HIGHWAY 7
 LX1933'BRIDGE OVER THE HOUSATONIC RIVER, AT THE JUNCTION OF STATE HIGHWAY 55
 LX1933'LEADING WEST, 5.21 METERS (17.1 FT) SOUTHEAST OF THE CENTERLINE OF
 LX1933'HIGHWAY 7.
 LX1933'THE MARK IS 0.58 METERS  NE FROM A WITNESS POST.
 LX1933'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3629 ***********************************************************************
 LX3629  DESIGNATION -  INDIAN
 LX3629  PID         -  LX3629
 LX3629  STATE/COUNTY-  CT/LITCHFIELD
 LX3629  USGS QUAD   -  SHARON (1969)
 LX3629
 LX3629                         *CURRENT SURVEY CONTROL
 LX3629  ___________________________________________________________________
 LX3629* NAD 83(1996)-  41 55 58.64942(N)    073 29 10.21382(W)     ADJUSTED  
 LX3629* NAVD 88     -       421.     (meters)    1381.     (feet)  SCALED    
 LX3629  ___________________________________________________________________
 LX3629  LAPLACE CORR-           9.09  (seconds)                    DEFLEC99
 LX3629  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3629
 LX3629  HORZ ORDER  -  FIRST
 LX3629
 LX3629.The horizontal coordinates were established by classical geodetic methods
 LX3629.and adjusted by the National Geodetic Survey in August 1998..
 LX3629
 LX3629.The orthometric height was scaled from a topographic map.
 LX3629
 LX3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3629
 LX3629.The geoid height was determined by GEOID03.
 LX3629
 LX3629;                    North         East     Units Scale Factor Converg.
 LX3629;SPC CT       -   274,786.401   243,744.631   MT  1.00000739   -0 29 17.2
 LX3629;SPC CT       -   901,528.38    799,685.51   sFT  1.00000739   -0 29 17.2
 LX3629;SPC NY E     -   344,651.395   234,076.725   MT  0.99998696   +0 40 39.2
 LX3629;SPC NY E     - 1,130,743.79    767,966.72   sFT  0.99998696   +0 40 39.2
 LX3629;UTM  18      - 4,643,440.805   625,504.858   MT  0.99979382   +1 00 42.4
 LX3629
 LX3629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3629!SPC CT       -   0.99993878  x   1.00000739  =   0.99994617
 LX3629!SPC NY E     -   0.99993878  x   0.99998696  =   0.99992574
 LX3629!UTM  18      -   0.99993878  x   0.99979382  =   0.99973261
 LX3629
 LX3629|---------------------------------------------------------------------|
 LX3629| PID    Reference Object                     Distance      Geod. Az  |
 LX3629|                                                           dddmmss.s |
 LX3629| CB3609 INDIAN RM 2                          28.782 METERS 03536     |
 LX3629| LX3606 CANAAN                              APPROX.18.0 KM 0860750.0 |
 LX3629| CB3610 INDIAN RM 3                          30.051 METERS 16425     |
 LX3629| CB3608 INDIAN RM 1                          28.145 METERS 29724     |
 LX3629|---------------------------------------------------------------------|
 LX3629
 LX3629                          SUPERSEDED SURVEY CONTROL
 LX3629
 LX3629  NAD 83(1996)-  41 55 58.64944(N)    073 29 10.21407(W) AD(       ) 1
 LX3629  NAD 83(1992)-  41 55 58.64984(N)    073 29 10.21486(W) AD(       ) 1
 LX3629  NAD 83(1992)-  41 55 58.65079(N)    073 29 10.21532(W) AD(       ) 1
 LX3629  NAD 83(1986)-  41 55 58.65076(N)    073 29 10.21208(W) AD(       ) 1
 LX3629  NAD 27      -  41 55 58.31500(N)    073 29 11.76600(W) AD(       ) 1
 LX3629
 LX3629.Superseded values are not recommended for survey control.
 LX3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3629.See file dsdata.txt to determine how the superseded data were derived.
 LX3629
 LX3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2550543441(NAD 83)
 LX3629_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3629_SETTING: 66 = SET IN ROCK OUTCROP
 LX3629_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3629_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3629+STABILITY: POSITION/ELEVATION WELL
 LX3629
 LX3629  HISTORY     - Date     Condition        Report By
 LX3629  HISTORY     - 1938     MONUMENTED       CTGS
 LX3629  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX3629  HISTORY     - 1984     GOOD             NGS
 LX3629
 LX3629                          STATION DESCRIPTION
 LX3629
 LX3629'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX3629'THE STATION IS A STANDARD BRONZE DISK STAMPED INDIAN-1938
 LX3629'CEMENTED IN TOP OF OUTCROPPING ROCK (OR BOULDER AS DESCRIBED IN
 LX3629'NOTE 4A).  IT IS ON THE NORTHERLY AND HIGHER ONE OF TWO SUMMITS OF
 LX3629'INDIAN MT., 3-1/4 MILES SW OF LAKEVILLE, 2 MILES SE OF MILLERTON,
 LX3629'0.4 MILE E OF THE NEW YORK-CONNECTICUT STATE LINE, ON ABOUT THE
 LX3629'HIGHEST PART OF THE SUMMIT, 100 YARDS SE OF AN OLD WOODS ROAD,
 LX3629'IN A SMALL OPEN SPACE SURROUNDED BY BLAZED TREES.
 LX3629'
 LX3629'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX3629'CONCRETE AND OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 7A AND 12A.
 LX3629'
 LX3629'TO REACH FROM JUNCTION OF CONN. 199 AND 22 AT MILLERTON, GO E
 LX3629'ON 199 FOR 2.5 MILES AND TURN R ON T-ROAD TO CEDAR
 LX3629'HILLS.  CONTINUE 0.5 MILE AND KEEP STRAIGHT AHEAD AT CROSSROADS
 LX3629'THENCE 0.8 MILE AND TURN R ON FARM ROAD AT RED BARN ON R
 LX3629'AND WHITE HOUSE ON L.  TAKE LANE PAST BARN AND HOUSE FOR 350 FEET
 LX3629'TO BAR-GATE, THEN 900 FEET TO ANOTHER BAR-GATE.  CONTINUE ON
 LX3629'LANE, PASSING A RED BARN AND TAKE L FORK TO L OF BARN FOR
 LX3629'0.3 MILE CROSSING A SMALL STREAM AND BAR-GATE.  CONTINUE
 LX3629'FOLLOWING WAGON ROAD 0.3 MILE TO A Y-ROAD.  BEAR R AND GO 0.5
 LX3629'MILE THROUGH ANOTHER WIRE-FENCE BARWAY.  GO 0.4 MILE TO
 LX3629'ANOTHER Y-ROAD.  PARK TRUCKS HERE AND TAKE R ROAD
 LX3629'FOLLOWING BLAZED TRAIL ABOUT 1000 FEET TO SE SUMMIT OF HILL AND
 LX3629'TO STATION.
 LX3629'
 LX3629'REFERENCE MARK NO.1, STAMPED INDIAN-1938-NO.1, IS CEMENTED IN
 LX3629'TOP OF ROCK 6 BY 4 BY 8 FEET HIGH 92.44 FEET W OF
 LX3629'STATION.  REFERENCE MARK NO.2, STAMPED INDIAN-1938-NO.2, IS
 LX3629'CEMENTED IN TOP OF LEDGE 8 BY 28 FEET FLUSH WITH GROUND AND SLOPING
 LX3629'TO THE N, 96.20 FEET N OF STATION.  REFERENCE MARK NO.3,
 LX3629'STAMPED INDIAN-1938-NO.3, IS CEMENTED IN TOP OF ROCK 5 BY 3
 LX3629'BY 1-1/2 FEET HIGH 98.54 FEET S OF THE STATION.
 LX3629'
 LX3629'HEIGHT OF LIGHT ABOVE STATION MARK 24.6 METERS.
 LX3629
 LX3629                          STATION RECOVERY (1971)
 LX3629
 LX3629'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX3629'STATION INDIAN 1938, AND RM 1 WERE RECOVERED IN GOOD
 LX3629'CONDITION.  THE DISK FOR RM 3 HAS BEEN REMOVED.  THE HOLE REMAINS
 LX3629'IS STILL VISIBLE.  RM 2 WAS NOT RECOVERED DUE TO LIMITED
 LX3629'SEARCHING TIME.
 LX3629'
 LX3629'TO REACH FROM THE INTERSECTION OF RT. 44 (MILLERTON RD.) AND
 LX3629'RT. 112 (INTERLAKEN RD.) IN THE TOWN OF SALISBURY, GO EASTERLY
 LX3629'ON RT. 112 FOR 0.56 MILE AND TAKE A RIGHT ON INDIAN MOUNTAIN
 LX3629'RD.  PROCEED SOUTH FOR 1.34 MILES TO A SCHOOL ROAD RIGHT AT
 LX3629'SNETCO POLE 112.  ROAD IS ABOUT 400 FT SOUTH OF INDIAN
 LX3629'MTN. SCHOOL (MAIN BLDG.).  FOLLOW SCHOOL ROAD NORTHWESTERLY
 LX3629'FOR 0.15 MILE AND BEAR LEFT AT THE Y INTERSECTION.  PROCEED
 LX3629'WESTERLY FOR 0.24 MILE TO WHERE ROAD RUNS BETWEEN TWO SMALL HOCKEY
 LX3629'PONDS.  CONTINUE ON ROAD NORTHWESTERLY FOR 0.13 MILE TO A
 LX3629'12 FT X 8 FT WOODEN SHACK AND A 15 IN ELM TREE AT FOOT
 LX3629'OF HILL.  GO WEST UP SKI SLOPE FOR 0.10 MILE AND TAKE
 LX3629'LEFT TRAIL FOR ANOTHER 0.27 MILE TO A 30 FT X 15 FT LOG CABIN
 LX3629'AND AN OLD SCHOOL BUS BEING USED AS A SKI LIFT MOTOR.
 LX3629'ON A DIM ROAD WHICH STARTS ABOUT 100 FT WEST OF THE LOG CABIN,
 LX3629'PROCEED NORTHWESTERLY FOR 0.28 MILE.  AT THIS POINT THE
 LX3629'HILL LEVELS OFF SOMEWHAT AND THE ROAD TURNS SOUTH ABRUPTLY.
 LX3629'CONTINUE SOUTHERLY FOR 0.13 MILE TO POINT WHERE ROAD INTERSECTS
 LX3629'TOP OF SKI LIFT.  PARK TRUCK HERE AS ROAD AHEAD HAS MANY
 LX3629'FALLEN TREES ACROSS IT.  FOLLOW ROAD SOUTHERLY FOR FIVE MINUTES
 LX3629'(A MANS WALK) TO A POINT WHERE THE ROAD STARTS UPHILL JUST
 LX3629'PAST A LEDGE OUTCROP ON THE LEFT AND RIGHT.  THIS POINT
 LX3629'WILL ALSO BE MARKED BY A BLAZED 12 IN WHITE BIRCH ON THE
 LX3629'RIGHT AND A BLAZED 12 IN WHITE OAK ON THE LEFT.  FROM THIS
 LX3629'POINT WALK UP HILL IN A DIRECTION OF S 65 DEG W FOR ABOUT
 LX3629'FOUR OR FIVE MINUTES TO THE STATION.  THE STATION IS MARKED BY
 LX3629'ROCK PILES AND SOME WOODEN TOWER REMAINS.
 LX3629'
 LX3629'ROAD MENTIONED IN ORIGINAL DESCRIPTION (100 YARDS NW OF STATION)
 LX3629'WAS NOT INVESTIGATED.  IT PROBABLY IS PART OF THE ROAD
 LX3629'MENTIONED ABOVE.  A SMALL CHAIN SAW WOULD EASILY MAKE THE ROAD
 LX3629'DRIVEABLE.  IT IS ALSO RECOMMENDED THAT A FOUR-WHEELED DRIVE
 LX3629'VEHICLE BE USED.
 LX3629
 LX3629                          STATION RECOVERY (1984)
 LX3629
 LX3629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3629'THE STATION WAS RECOVERED AT THIS DATE.
 LX3629'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX3629'CONDITION. REFERENCE MARK 3 WAS RECOVERED AS A DRILL HOLE, THE DISK
 LX3629'IS GONE. THE DIRECTIONS DID COMPARE TO THE 1938 DATA. THE DISTANCE
 LX3629'TO REFERENCE MARK 1 WAS SHORTER BY 0.10 FOOT, REFERENCE MARK 2 WAS
 LX3629'SHORTER BY 1.77 METERS AND REFERENCE MARK 3 WAS LONGER BY 0.05
 LX3629'FOOT. A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX3629'
 LX3629'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI)
 LX3629'SOUTHWEST OF LAKEVILLE, 3.2 KM (2.0 MI) SOUTHEAST OF MILLERTON, 0.6
 LX3629'KM (0.4 MI) EAST OF THE STATE BOUNDARY LINE, 100 METERS (300 FT)
 LX3629'SOUTHEAST OF THE END OF WOODS ROADS AND ON THE NORTHERN MOST AND
 LX3629'HIGHEST OF TWO SUMMITS ON INDIAN MOUNTAIN.
 LX3629'OWNERSHIP--INDIAN MOUNTIAN SCHOOL, MRS GAIL DELL, LAKEVILLE CT
 LX3629'06039, PHONE 203-435-9122.
 LX3629'
 LX3629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND
 LX3629'112, BETWEEN SHARON AND LAKEVILLE, GO WEST ON HIGHWAY 112 FOR 2.3
 LX3629'KM (1.4 MI) TO A PAVED CROSSROAD. TURN LEFT, SOUTH, ON INDIAN
 LX3629'MOUNTAIN ROAD FOR 1.9 KM (1.2 MI) TO THE INDIAN MOUNTAIN SCHOOL ON
 LX3629'THE RIGHT. CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A NARROW DRIVE
 LX3629'RIGHT AT SIGN SERVIVE DELIVERIES. TURN RIGHT, WEST AND NORTH ON
 LX3629'PAVED DRIVE FOR 0.4 KM (0.25 MI) TO A T-ROAD AT LARGE FRAME HOUSE
 LX3629'ON THE LEFT. TURN LEFT, WEST ON DIRT ROAD FOR 0.2 KM (0.15 MI) TO
 LX3629'TWO PONDS. PASS BETWEEN PONDS THEN NORTH-NORTHWEST ON SKI SLOPE FOR
 LX3629'0.2 KM (0.15 MI) TO A RED BUILDING ON THE LEFT AT THE BASE OF ROPE
 LX3629'TOW AND A SKI SLOPE LEFT. TURN LEFT, WESTERLY, UPHILL FOR 0.55 KM
 LX3629'(0.35 MI) TO A LOG CABIN ON THE RIGHT AT DOGLEG LEFT ON SKI SLOPE.
 LX3629'CONTINUE WESTERLY, UPHILL ON SKI SLOPE FOR 35 METERS (115 FT) TO A
 LX3629'WOODS ROAD RIGHT, GO WESTERLY ON WOODS ROAD FOR 0.4 KM (0.25 MI) TO
 LX3629'A T-ROAD AT SMALL CLEARING IN A FLAT AREA. TURN LEFT, SOUTH, ON
 LX3629'MAIN TRAIL FOR 0.2 KM (0.15 MI) TO A DIM FORK LEFT. KEEP RIGHT, ON
 LX3629'MAIN TRAIL DOWNHILL, PAST LARGE BOULDERS ON THE RIGHT FOR 0.3 KM
 LX3629'(0.2 MI) TO A CLEARED WOODS ROAD ON THE RIGHT. TURN RIGHT, WEST, ON
 LX3629'WOODS ROAD FOR 30 METERS (100 FT) THEN SOUTH UPHILL FOR 0.2 KM
 LX3629'(0.15 MI) TO HIGH GROUND AND THE STATION ON A LOW BENCH 15 METERS
 LX3629'(50 FT) SOUTH OF A SHARP DROP OFF TO THE NORTH.
 LX3629'
 LX3629'THE STATION IS A STANDARD USC+GS DISK
 LX3629'STAMPED---INDIAN 1938---,
 LX3629'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3629'10.8 METERS (35.43 FT) NORTH FROM A 30 CM IN DIAMETER OAK TREE,
 LX3629'9.54 METERS (31.1 FT) SOUTHEAST FROM A 30 CM IN DIAMETER OAK TREE
 LX3629'WITH TRIANGLE BLAZE,
 LX3629'8.26 METERS (27.1 FT) SOUTH-SOUTHWEST FROM A 25 CM IN DIAMETER OAK
 LX3629'TREE WITH TRIANGLE BLAZE AND
 LX3629'6.49 METERS (21.3 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 LX3629'
 LX3629'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK
 LX3629'STAMPED---INDIAN NO 1 1938---,
 LX3629'SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER 1.O METER
 LX3629'(3.3 FT) LARGEST DIMENSION. LOCATED
 LX3629'5.4 METERS (17.7 FT) NORTHEAST FROM A TWIN TRUNK OAK TREE,
 LX3629'5.24 METERS (17.2 FT) EAST-NORTHEAST FROM A TWIN TRUNK OAK TREE
 LX3629'WITH TRIANGLE BLAZE AND
 LX3629'3.38 METERS (11.1 FT) WEST FROM A 25 CM IN DIAMETER OAK TREE.
 LX3629'MARK IS 1.0 METER ABOVE THE STATION.
 LX3629'
 LX3629'REFERENCE MARK NO. 2 IS A STANDARD USC+GS DISK
 LX3629'STAMPED---INDIAN NO 2 1938---,
 LX3629'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3629'12.31 METERS (40.4 FT) NORTH-NORTHEAST FROM A TRIPLE TRUNK OAK TREE,
 LX3629'11.1 METERS (36.3 FT) SOUTHEAST FROM A TWIN TRUNK OAK TREE AND
 LX3629'7.6 METERS (25.0 FT) WEST FROM THE EDGE OF A ROCK LEDGE.
 LX3629'MARK IS 5.0 METERS BELOW THE STATION.
 LX3629'
 LX3629'REFERENCE MARK NO. 3 IS A DRILL HOLE.
 LX3629'THAT IS ---UNSTAMPED---,
 LX3629'SET INTO ROCK OUTCROP.  LOCATED
 LX3629'7.16 METERS (23.5 FT) EAST FROM A 40 CM IN DIAMETER OAK TREE,
 LX3629'6.49 METERS (21.3 FT) NORTH FROM A 20 CM IN DIAMETER OAK TREE AND
 LX3629'2.83 METERS (9.3 FT) WEST FROM A 25 CM IN DIAMETER OAK TREE.
 LX3629'MARK IS LEVEL WITH THE STATION.
 LX3629'
 LX3629'HEIGHT OF LIGHT SHOWN WAS 31.2 METERS ABOVE THE MARK.
 LX3629'
 LX3629'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3629'
 LX3629'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3911 ***********************************************************************
 LX3911  DESIGNATION -  INDIAN
 LX3911  PID         -  LX3911
 LX3911  STATE/COUNTY-  CT/FAIRFIELD
 LX3911  USGS QUAD   -  STAMFORD (1984)
 LX3911
 LX3911                         *CURRENT SURVEY CONTROL
 LX3911  ___________________________________________________________________
 LX3911* NAD 83(1996)-  41 00 36.51540(N)    073 37 08.72092(W)     ADJUSTED  
 LX3911* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3911  ___________________________________________________________________
 LX3911  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LX3911  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX3911
 LX3911  HORZ ORDER  -  THIRD
 LX3911
 LX3911.The horizontal coordinates were established by classical geodetic methods
 LX3911.and adjusted by the National Geodetic Survey in August 1998..
 LX3911
 LX3911.The orthometric height was scaled from a topographic map.
 LX3911
 LX3911.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3911
 LX3911.The geoid height was determined by GEOID03.
 LX3911
 LX3911;                    North         East     Units Scale Factor Converg.
 LX3911;SPC CT       -   172,403.909   231,690.278   MT  1.00002461   -0 34 34.5
 LX3911;SPC CT       -   565,628.49    760,137.19   sFT  1.00002461   -0 34 34.5
 LX3911;SPC NY E     -   242,047.684   224,097.236   MT  0.99996755   +0 34 41.1
 LX3911;SPC NY E     -   794,118.11    735,225.68   sFT  0.99996755   +0 34 41.1
 LX3911;UTM  18      - 4,540,801.380   616,120.496   MT  0.99976596   +0 54 22.5
 LX3911
 LX3911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3911!SPC CT       -   1.00000470  x   1.00002461  =   1.00002931
 LX3911!SPC NY E     -   1.00000470  x   0.99996755  =   0.99997225
 LX3911!UTM  18      -   1.00000470  x   0.99976596  =   0.99977066
 LX3911
 LX3911|---------------------------------------------------------------------|
 LX3911| PID    Reference Object                     Distance      Geod. Az  |
 LX3911|                                                           dddmmss.s |
 LX3911| CB3600 INDIAN RM 1                          13.670 METERS 09410     |
 LX3911| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 3.1 KM 1870302.0 |
 LX3911| CB3601 INDIAN RM 2                           4.100 METERS 19823     |
 LX3911| CB3602 INDIAN RM 3                           7.410 METERS 30209     |
 LX3911|---------------------------------------------------------------------|
 LX3911
 LX3911                          SUPERSEDED SURVEY CONTROL
 LX3911
 LX3911  NAD 83(1992)-  41 00 36.51470(N)    073 37 08.72065(W) AD(       ) 3
 LX3911  NAD 83(1986)-  41 00 36.51609(N)    073 37 08.71991(W) AD(       ) 3
 LX3911  NAD 83(1986)-  41 00 36.51689(N)    073 37 08.71992(W) AD(       ) 3
 LX3911  NAD 27      -  41 00 36.16200(N)    073 37 10.26800(W) AD(       ) 3
 LX3911
 LX3911.Superseded values are not recommended for survey control.
 LX3911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3911.See file dsdata.txt to determine how the superseded data were derived.
 LX3911
 LX3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1612040801(NAD 83)
 LX3911_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3911_SETTING: 80 = SET IN A BOULDER
 LX3911_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX3911
 LX3911  HISTORY     - Date     Condition        Report By
 LX3911  HISTORY     - 1933     MONUMENTED       CGS
 LX3911  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX3911
 LX3911                          STATION DESCRIPTION
 LX3911
 LX3911'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (HAC)
 LX3911'STATION IS AT THE OUTER ENTRANCE OF INDIAN HARBOR (E OF GREENWICH
 LX3911'HARBOR) AND SITUATED ON A FLAT LEDGE ON MRS. PENSFIELDS (FORMERLY)
 LX3911'ESTATE, AT THE MOST SOUTHERLY EXTREME OF THE PENINSULA BETWEEN
 LX3911'INDIAN HARBOR TO THE W AND THE BAY CHIMNEY CORNER TO THE E.
 LX3911'
 LX3911'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX3911'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS ARE STANDARD
 LX3911'BRONZE DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED
 LX3911'IN NOTE 12B.
 LX3911'
 LX3911'STATION INDIAN LIES NEAR A NARROW CONCRETE STAIRWAY W OF THE
 LX3911'GUESTS BATHHOUSE CLOSE TO THE WATER FRONT.
 LX3911
 LX3911                          STATION RECOVERY (1957)
 LX3911
 LX3911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3911'STATION, REFERENCE MARKS 1 AND 3 RECOVERED AS DESCRIBED.  REFERENCE
 LX3911'MARK 2 IS LOST, THE OUTCROPPING BEDROCK HAS BROKEN OFF AT ITS
 LX3911'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5405 ***********************************************************************
 LX5405  DESIGNATION -  INDIAN
 LX5405  PID         -  LX5405
 LX5405  STATE/COUNTY-  CT/NEW LONDON
 LX5405  USGS QUAD   -  NIANTIC (1983)
 LX5405
 LX5405                         *CURRENT SURVEY CONTROL
 LX5405  ___________________________________________________________________
 LX5405* NAD 83(1996)-  41 18 53.51275(N)    072 09 19.55180(W)     ADJUSTED  
 LX5405* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5405  ___________________________________________________________________
 LX5405  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 LX5405  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX5405
 LX5405  HORZ ORDER  -  THIRD
 LX5405
 LX5405.The horizontal coordinates were established by classical geodetic methods
 LX5405.and adjusted by the National Geodetic Survey in August 1998..
 LX5405
 LX5405.The orthometric height was scaled from a topographic map.
 LX5405
 LX5405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5405
 LX5405.The geoid height was determined by GEOID03.
 LX5405
 LX5405;                    North         East     Units Scale Factor Converg.
 LX5405;SPC CT       -   206,049.170   354,585.092   MT  0.99999039   +0 23 39.2
 LX5405;SPC CT       -   676,012.99  1,163,334.59   sFT  0.99999039   +0 23 39.2
 LX5405;SPC NY L     -   129,133.999   454,445.133   MT  1.00002775   +1 12 23.4
 LX5405;SPC NY L     -   423,667.13  1,490,958.74   sFT  1.00002775   +1 12 23.4
 LX5405;UTM  18      - 4,577,614.838   738,103.236   MT  1.00029777   +1 52 43.9
 LX5405
 LX5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5405!SPC CT       -   1.00000485  x   0.99999039  =   0.99999524
 LX5405!SPC NY L     -   1.00000485  x   1.00002775  =   1.00003260
 LX5405!UTM  18      -   1.00000485  x   1.00029777  =   1.00030262
 LX5405
 LX5405:                Primary Azimuth Mark                     Grid Az
 LX5405:SPC CT       -  NEW LONDON COUNTRY CLUB FLAG             063 59 36.3
 LX5405:SPC NY L     -  NEW LONDON COUNTRY CLUB FLAG             063 10 52.1
 LX5405:UTM  18      -  NEW LONDON COUNTRY CLUB FLAG             062 30 31.6
 LX5405
 LX5405|---------------------------------------------------------------------|
 LX5405| PID    Reference Object                     Distance      Geod. Az  |
 LX5405|                                                           dddmmss.s |
 LX5405| LX5415 NEW LONDON COUNTRY CLUB FLAG        APPROX. 1.5 KM 0642315.5 |
 LX5405| LX5409 NEWTONS CHIMNEY                     APPROX. 0.7 KM 1040636.5 |
 LX5405| LX5408 PLEASANT BEACH FLAGPOLE             APPROX. 0.8 KM 1264154.5 |
 LX5405| LX5411 WOODS CHIMNEY                       APPROX. 1.3 KM 1393114.9 |
 LX5405| LX5412 WHITE                               APPROX. 1.7 KM 1435359.8 |
 LX5405| LX5403 FOX ISLAND CHIMNEY                  APPROX. 1.0 KM 2073654.3 |
 LX5405| CZ6641 INDIAN RM 1                           6.460 METERS 27624     |
 LX5405| CZ6642 INDIAN RM 2                          10.320 METERS 34519     |
 LX5405|---------------------------------------------------------------------|
 LX5405
 LX5405                          SUPERSEDED SURVEY CONTROL
 LX5405
 LX5405  NAD 83(1992)-  41 18 53.51158(N)    072 09 19.55110(W) AD(       ) 3
 LX5405  NAD 83(1986)-  41 18 53.51315(N)    072 09 19.55583(W) AD(       ) 3
 LX5405  NAD 27      -  41 18 53.17100(N)    072 09 21.28000(W) AD(       ) 3
 LX5405
 LX5405.Superseded values are not recommended for survey control.
 LX5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5405.See file dsdata.txt to determine how the superseded data were derived.
 LX5405
 LX5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3810377615(NAD 83)
 LX5405_MARKER: DS = TRIANGULATION STATION DISK
 LX5405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5405+STABILITY: SURFACE MOTION
 LX5405
 LX5405  HISTORY     - Date     Condition        Report By
 LX5405  HISTORY     - 1934     MONUMENTED       CGS
 LX5405  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5405
 LX5405                          STATION DESCRIPTION
 LX5405
 LX5405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5405'THE STATION IS LOCATED ON THE SANDY POINT ON THE W SIDE OF INDIAN
 LX5405'COVE AND ABOUT 1/2 MILE NE OF MILLSTONE POINT.  THE STATION IS
 LX5405'MARKED BY A STANDARD DISC SET IN THE TOP OF A 12- BY 12- BY 30-INCH
 LX5405'CONCRETE POST FLUSH WITH THE BEACH AND 5 METERS W OF THE HIGH
 LX5405'WATER LINE.  THE SUB-SURFACE MARK IS A STANDARD DISC SET IN AN
 LX5405'IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX5405'
 LX5405'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 AND NO. 2 ARE
 LX5405'STANDARD BRONZE DISCS SET IN CONCRETE.
 LX5405'
 LX5405'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN THE
 LX5405'TOPS OF 12- BY 12- BY 30-INCH CONCRETE POSTS FLUSH WITH THE GROUND,
 LX5405'SW AND NW OF THE STATION RESPECTIVELY.
 LX5405'
 LX5405'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5405
 LX5405                          STATION RECOVERY (1954)
 LX5405
 LX5405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5405'LOST.  THE AREA WAS SEARCHED, BUT NONE OF THE MARKS WERE
 LX5405'FOUND.  THIS POINT APPEARS TO HAVE BUILT UP, AND THE STATION IS
 LX5405'PROBABLY COVERED BY SEVERAL FEET OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6242 ***********************************************************************
 LX6242  DESIGNATION -  INNER WHITE TOP HOUSE
 LX6242  PID         -  LX6242
 LX6242  STATE/COUNTY-  CT/NEW HAVEN
 LX6242  USGS QUAD   -  GUILFORD (1984)
 LX6242
 LX6242                         *CURRENT SURVEY CONTROL
 LX6242  ___________________________________________________________________
 LX6242* NAD 83(1996)-  41 15 26.87615(N)    072 40 20.48638(W)     ADJUSTED  
 LX6242* NAVD 88     -                                                        
 LX6242  ___________________________________________________________________
 LX6242  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LX6242  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX6242
 LX6242  HORZ ORDER  -  THIRD
 LX6242
 LX6242.The horizontal coordinates were established by classical geodetic methods
 LX6242.and adjusted by the National Geodetic Survey in August 1998..
 LX6242
 LX6242
 LX6242.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6242
 LX6242.The geoid height was determined by GEOID03.
 LX6242
 LX6242;                    North         East     Units Scale Factor Converg.
 LX6242;SPC CT       -   199,506.158   311,307.569   MT  0.99999470   +0 03 05.3
 LX6242;SPC CT       -   654,546.45  1,021,348.25   sFT  0.99999470   +0 03 05.3
 LX6242;SPC NY L     -   121,976.158   411,263.646   MT  1.00002013   +0 52 06.2
 LX6242;SPC NY L     -   400,183.45  1,349,287.48   sFT  1.00002013   +0 52 06.2
 LX6242;UTM  18      - 4,569,951.637   695,001.664   MT  1.00006800   +1 32 07.6
 LX6242
 LX6242                          SUPERSEDED SURVEY CONTROL
 LX6242
 LX6242  NAD 83(1992)-  41 15 26.87525(N)    072 40 20.48623(W) AD(       ) 4
 LX6242  NAD 83(1986)-  41 15 26.87747(N)    072 40 20.48915(W) AD(       ) 4
 LX6242  NAD 27      -  41 15 26.53200(N)    072 40 22.15500(W) AD(       ) 3
 LX6242
 LX6242.Superseded values are not recommended for survey control.
 LX6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6242.See file dsdata.txt to determine how the superseded data were derived.
 LX6242
 LX6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9500269952(NAD 83)
 LX6242
 LX6242  HISTORY     - Date     Condition        Report By
 LX6242  HISTORY     - 1933     MONUMENTED       CGS
 LX6242  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6242
 LX6242                          STATION DESCRIPTION
 LX6242
 LX6242'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6242'STATION IS A SMALL WHITE HOUSE ON WHAT IS LOCALLY KNOWN AS
 LX6242'INNER WHITE-TOP, A SMALL ROCK IN GUILFORD HARBOR.  THE ISLET IS
 LX6242'JUST E OF MULBERRY POINT ON THE WESTERN SIDE OF THE HARBOR.  THE
 LX6242'HOUSE HAS GREEN SHUTTERS AND IS KEPT IN GOOD REPAIR, EVIDENTLY,
 LX6242'AS A SUMMER COTTAGE.
 LX6242'
 LX6242'CENTER IS THE CENTER LINE OF THE COTTAGE.
 LX6242
 LX6242                          STATION RECOVERY (1961)
 LX6242
 LX6242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6242'STATION DESTROYED.  HOUSE WAS BLOWN DOWN IN THE 1938 HURRICANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4760 ***********************************************************************
 LX4760  DESIGNATION -  INTERNATIONAL SILVER CO STACK
 LX4760  PID         -  LX4760
 LX4760  STATE/COUNTY-  CT/NEW LONDON
 LX4760  USGS QUAD   -  NORWICH (1983)
 LX4760
 LX4760                         *CURRENT SURVEY CONTROL
 LX4760  ___________________________________________________________________
 LX4760* NAD 83(1996)-  41 30 36.95868(N)    072 04 54.28431(W)     ADJUSTED  
 LX4760* NAVD 88     -                                                        
 LX4760  ___________________________________________________________________
 LX4760  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 LX4760  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX4760
 LX4760  HORZ ORDER  -  THIRD
 LX4760
 LX4760.The horizontal coordinates were established by classical geodetic methods
 LX4760.and adjusted by the National Geodetic Survey in August 1998..
 LX4760
 LX4760
 LX4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4760
 LX4760.The geoid height was determined by GEOID03.
 LX4760
 LX4760;                    North         East     Units Scale Factor Converg.
 LX4760;SPC CT       -   227,794.973   360,586.983   MT  0.99998322   +0 26 35.1
 LX4760;SPC CT       -   747,357.34  1,183,025.79   sFT  0.99998322   +0 26 35.1
 LX4760;UTM  18      - 4,599,516.368   743,540.104   MT  1.00032997   +1 56 06.1
 LX4760;UTM  19      - 4,599,990.329   242,814.315   MT  1.00041408   -2 02 36.8
 LX4760
 LX4760                          SUPERSEDED SURVEY CONTROL
 LX4760
 LX4760  NAD 83(1992)-  41 30 36.95770(N)    072 04 54.28366(W) AD(       ) 4
 LX4760  NAD 83(1986)-  41 30 36.95832(N)    072 04 54.28601(W) AD(       ) 4
 LX4760  NAD 27      -  41 30 36.60000(N)    072 04 56.00000(W) AD(       ) 3
 LX4760
 LX4760.Superseded values are not recommended for survey control.
 LX4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4760.See file dsdata.txt to determine how the superseded data were derived.
 LX4760
 LX4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4354099516(NAD 83)
 LX4760
 LX4760  HISTORY     - Date     Condition        Report By
 LX4760  HISTORY     - 1934     MONUMENTED       CGS
 LX4760  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4760  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4760
 LX4760                          STATION DESCRIPTION
 LX4760
 LX4760'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4760'THE PLANT OF THE INTERNATIONAL SILVER COMPANY IS ON THE W SIDE
 LX4760'OF THE THAMES RIVER, ON THE BANK, AND E OF THE CENTRAL VERMONT
 LX4760'RAILROAD.  THE PLANT IS BETWEEN THE STANDARD OIL COMPANY AND
 LX4760'THE SAXONY WOOLEN MILLS.  THE STACK IS IN THE CENTER OF THE LOW
 LX4760'1 STORY BUILDING.  IT IS OF YELLOW BRICK.
 LX4760'
 LX4760'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 200
 LX4760'FEET.
 LX4760
 LX4760                          STATION RECOVERY (1961)
 LX4760
 LX4760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4760'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LX4760'COMPLETE AND ADEQUATE WITH THE FOLLOWING EXCEPTIONS.
 LX4760'
 LX4760'THE ONE STORY BUILDING AROUND THE STACK HAS BEEN RAZED AND THE
 LX4760'PROPERTY AND BUILDINGS OF THE INTERNATIONAL SILVER CO. NOW BELONG
 LX4760'TO THE HUMBLE OIL COMPANY.
 LX4760
 LX4760                          STATION RECOVERY (1966)
 LX4760
 LX4760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX4760'DESTROYED.  THE STACK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0677 ***********************************************************************
 LX0677  DESIGNATION -  IRON RIVET
 LX0677  PID         -  LX0677
 LX0677  STATE/COUNTY-  CT/LITCHFIELD
 LX0677  USGS QUAD   -  KENT (1971)
 LX0677
 LX0677                         *CURRENT SURVEY CONTROL
 LX0677  ___________________________________________________________________
 LX0677* NAD 83(1986)-  41 38 14.     (N)    073 28 26.     (W)     SCALED    
 LX0677* NAVD 88     -        86.89   (+/-2cm)     285.1    (feet)  VERTCON   
 LX0677  ___________________________________________________________________
 LX0677  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX0677
 LX0677  VERT ORDER  -  ? (See Below)
 LX0677
 LX0677.The horizontal coordinates were scaled from a topographic map and have
 LX0677.an estimated accuracy of +/- 6 seconds.
 LX0677
 LX0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0677.The vertical order pertains to the NGVD 29 superseded value.
 LX0677
 LX0677.The geoid height was determined by GEOID03.
 LX0677
 LX0677;                    North         East    Units  Estimated Accuracy
 LX0677;SPC CT       -   241,930.      244,490.      MT  (+/- 180 meters Scaled)
 LX0677
 LX0677                          SUPERSEDED SURVEY CONTROL
 LX0677
 LX0677  NGVD 29 (??/??/92)   87.163  (m)          285.97   (f) ADJ UNCH    ?  
 LX0677
 LX0677.Superseded values are not recommended for survey control.
 LX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0677.See file dsdata.txt to determine how the superseded data were derived.
 LX0677
 LX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM271106(NAD 83)
 LX0677_MARKER: R = RIVET
 LX0677_SETTING: 66 = SET IN ROCK OUTCROP
 LX0677_SP_SET: ROCK LEDGE
 LX0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0677+STABILITY: POSITION/ELEVATION WELL
 LX0677
 LX0677  HISTORY     - Date     Condition        Report By
 LX0677  HISTORY     - UNK      MONUMENTED       RBNF
 LX0677  HISTORY     - 1935     GOOD             NGS
 LX0677  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0677
 LX0677                          STATION DESCRIPTION
 LX0677
 LX0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0677'0.9 MI S FROM GAYLORDSVILLE.
 LX0677'0.9 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0677'FROM THE STATION AT GAYLORDSVILLE, LITCHFIELD COUNTY, AND ON A
 LX0677'ROCK LEDGE.  AN IRON RIVET.
 LX0677
 LX0677                          STATION RECOVERY (1984)
 LX0677
 LX0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0677'NOT RECOVERED, INACCESSIBLE TO THE LINE ROUTE, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3514 ***********************************************************************
 LX3514  DESIGNATION -  IVY RESET
 LX3514  PID         -  LX3514
 LX3514  STATE/COUNTY-  CT/LITCHFIELD
 LX3514  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3514
 LX3514                         *CURRENT SURVEY CONTROL
 LX3514  ___________________________________________________________________
 LX3514* NAD 83(1996)-  41 52 18.38789(N)    073 13 26.39277(W)     ADJUSTED  
 LX3514* NAVD 88     -       505.     (meters)    1657.     (feet)  SCALED    
 LX3514  ___________________________________________________________________
 LX3514  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 LX3514  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX3514
 LX3514  HORZ ORDER  -  FIRST
 LX3514
 LX3514.The horizontal coordinates were established by classical geodetic methods
 LX3514.and adjusted by the National Geodetic Survey in August 1998..
 LX3514
 LX3514.The orthometric height was scaled from a topographic map.
 LX3514
 LX3514.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3514
 LX3514.The geoid height was determined by GEOID03.
 LX3514
 LX3514;                    North         East     Units Scale Factor Converg.
 LX3514;SPC CT       -   267,838.453   265,450.950   MT  1.00000052   -0 18 51.4
 LX3514;SPC CT       -   878,733.32    870,900.33   sFT  1.00000052   -0 18 51.4
 LX3514;UTM  18      - 4,637,064.531   647,381.795   MT  0.99986729   +1 11 08.3
 LX3514
 LX3514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3514!SPC CT       -   0.99992543  x   1.00000052  =   0.99992595
 LX3514!UTM  18      -   0.99992543  x   0.99986729  =   0.99979273
 LX3514
 LX3514|---------------------------------------------------------------------|
 LX3514| PID    Reference Object                     Distance      Geod. Az  |
 LX3514|                                                           dddmmss.s |
 LX3514| CB4438 IVY RM 2                             16.419 METERS 04121     |
 LX3514| LX7248 WADSWORTH TOWER                     APPROX.35.8 KM 0985456.1 |
 LX3514| LX3513 GOSHEN CONG CHURCH SPIRE            APPROX. 4.5 KM 1805008.4 |
 LX3514| LX3613 MOHAWK FIRE TOWER                   APPROX. 8.2 KM 2270719.0 |
 LX3514| CB4437 IVY RM 1                             19.890 METERS 34830     |
 LX3514|---------------------------------------------------------------------|
 LX3514
 LX3514                          SUPERSEDED SURVEY CONTROL
 LX3514
 LX3514  NAD 83(1996)-  41 52 18.38784(N)    073 13 26.39302(W) AD(       ) 1
 LX3514  NAD 83(1992)-  41 52 18.38863(N)    073 13 26.39358(W) AD(       ) 1
 LX3514  NAD 83(1992)-  41 52 18.38925(N)    073 13 26.39422(W) AD(       ) 1
 LX3514  NAD 83(1986)-  41 52 18.38823(N)    073 13 26.39496(W) AD(       ) 1
 LX3514  NAD 83(1986)-  41 52 18.39069(N)    073 13 26.39427(W) AD(       ) 1
 LX3514  NAD 27      -  41 52 18.04366(N)    073 13 27.97943(W) AD(       ) 1
 LX3514
 LX3514.Superseded values are not recommended for survey control.
 LX3514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3514.See file dsdata.txt to determine how the superseded data were derived.
 LX3514
 LX3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4738237065(NAD 83)
 LX3514_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3514_SETTING: 66 = SET IN ROCK OUTCROP
 LX3514_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3514_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3514+STABILITY: POSITION/ELEVATION WELL
 LX3514
 LX3514  HISTORY     - Date     Condition        Report By
 LX3514  HISTORY     - 1862     MONUMENTED       COASUR
 LX3514  HISTORY     - 1929     GOOD             CGS
 LX3514  HISTORY     - 1929     GOOD             CGS
 LX3514  HISTORY     - 1930     GOOD             CGS
 LX3514  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX3514  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX3514  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX3514  HISTORY     - 1984     GOOD             NGS
 LX3514
 LX3514                          STATION DESCRIPTION
 LX3514
 LX3514'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (HSR)
 LX3514'LOCATED UPON THE SUMMIT AND AT THE SOUTH END OF THE RIDGE
 LX3514'GENERALLY KNOWN AS IVY HILL, IN NORTH GOSHEN, AND ABOUT 2 MILES
 LX3514'NORTHERLY FROM GOSHEN CENTRE VILLAGE.  THE LAND IMMEDIATELY SOUTH
 LX3514'AND WEST OF THE STATION IS CLEARED AND IN 1863 WAS USED AS
 LX3514'PASTURE LAND.  THE LAND NORTH AND EAST OF THE STATION WAS
 LX3514'COVERED WITH A THICK GROWTH OF BIRCH AND OAK TREES AND LAUREL
 LX3514'BUSHES.  THE LAND ON WHICH THE STATION STOOD BELONGED TO
 LX3514'MRS. LEONARD B. CARR, WHOSE RESIDENCE WAS NEAR THE NORTHWEST
 LX3514'SIDE OF THE HILL.  THE FARM IMMEDIATELY SOUTH OF THE STATION WAS
 LX3514'OWNED BY MR. DANIEL BENTLY, WHOSE FARM HOUSE WAS LOCATED
 LX3514'ABOUT 1/4 MILE IN A SOUTHWESTERLY DIRECTION FROM THE STATION.
 LX3514'STATION MARKED BY A COPPER BOLT INSERTED INTO THE MICACIOUS
 LX3514'ROCK WHICH APPEARS TO BE THE GEOLOGICAL FORMATION OF THE
 LX3514'HILL.  THE UPPER SURFACE OR HEAD OF THE BOLT IS ABOUT 1 INCH
 LX3514'IN DIAMETER AND IS MARKED WITH TWO LINES CROSSING THE CENTER
 LX3514'AT RIGHT ANGLES.
 LX3514
 LX3514                          STATION RECOVERY (1929)
 LX3514
 LX3514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929 (HSR)
 LX3514'IN 1929 THE MARK WAS FOUND IN GOOD CONDITION AND LOCATED A FEW
 LX3514'PACES WESTWARD FROM THE ANCHORAGE OF THE SOUTHWEST LEG OF A TOWER
 LX3514'WHICH HAS BEEN REMOVED.  THE ANCHORAGES FOR THE LEGS OF THE TOWER
 LX3514'CONSIST OF IRON STRAPS FASTENED INTO THE BED ROCK.  THE ANCHORAGE
 LX3514'STILL REMAIN AND PROJECT MORE THAN A FOOT ABOVE THE OUTCROPPING
 LX3514'ROCK.
 LX3514
 LX3514                          STATION RECOVERY (1930)
 LX3514
 LX3514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (HSR)
 LX3514'TWO STANDARD REFERENCE MARK DISKS WERE SET IN CEMENT IN HOLES
 LX3514'DRILLED IN ADJACENT OUTCROPS OF ROCK, AS FOLLOWS--
 LX3514'
 LX3514'R.M. NO. 1, DISTANT 65.3 FEET, STAMPED IVY NO 1.  R.M. NO. 2,
 LX3514'DISTANT 54.0 FEET FROM THE STATION, STAMPED IVY NO 2.
 LX3514'
 LX3514'THE AZIMUTHS OF THESE MARKS HAVE NOT YET BEEN DETERMINED, BUT
 LX3514'BOTH ARE TO THE NORTHWARD FROM THE STATION AND AT A SUFFICIENT
 LX3514'DISTANCE APART TO GIVE A PRETTY GOOD INTERSECTION AT THE
 LX3514'STATION.  AZIMUTHS WILL BE DETERMINED NEXT TIME AN INSTRUMENT
 LX3514'FROM CAMP COLUMBIA VISITS THE STATION, PROBABLY IN JUNE OR
 LX3514'JULY, 1931.
 LX3514
 LX3514                          STATION RECOVERY (1938)
 LX3514
 LX3514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CJT)
 LX3514'THE ORIGINAL DESCRIPTION REMAINS THE SAME WITH THE FOLLOWING
 LX3514'CHANGES--THE REFERENCE MARKS WERE STAMPED 1930-1938.  THE STATION
 LX3514'MARK WHICH WAS A ONE-INCH COPPER BOLT WITH CROSS CUT IN ITS TOP
 LX3514'AND LEADED INTO A DRILL HOLE IN THE ROCK LEDGE, WAS REPLACED WITH
 LX3514'A STANDARD DISK STAMPED IVY-1863-1938.
 LX3514'
 LX3514'HEIGHT OF LIGHT ABOVE STATION MARK 8.2 METERS.
 LX3514
 LX3514                          STATION RECOVERY (1971)
 LX3514
 LX3514'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX3514'IVY, 1863-1938 DISK HAS BEEN REMOVERD.  HOLE IS STILL VISIBLE
 LX3514'IN LEDGE.
 LX3514'
 LX3514'IVY NO. 1 EXCELLENT
 LX3514'
 LX3514'IVY NO. 2 EXCELLENT
 LX3514'
 LX3514'THE DIM ROAD IN THE DESCRIPTION IS HEAVILY OVERGROWN WITH
 LX3514'BRUSH.  FOLLOW FIELDS THAT BORDER ALONG IT.
 LX3514
 LX3514                          STATION RECOVERY (1971)
 LX3514
 LX3514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX3514'STATION WAS RECOVERED AND BOTH REFERENCE MARKS FOUND IN GOOD
 LX3514'CONDITION, BUT THE STATION DISK HAD BEEN REMOVED.  THE STATION
 LX3514'DRILL HOLE WAS DEEPENED AND A NEW DISK SET.  THE DISTANCE TO
 LX3514'REFERENCE MARKS CHECKED VERY CLOSELY.  A COMPLETE DESCRIPTION
 LX3514'FOLLOWS--
 LX3514'
 LX3514'STATION IS LOCATED AT THE SOUTH SIDE OF THE SUMMIT OF IVY MTN., A
 LX3514'FLAT-TOPPED HILL THAT IS HEAVILY COVERED WITH BRUSH AND SMALL
 LX3514'TREES UP TO 25 FEET TALL, BLOCKING VIEW IN ALL DIRECTIONS.
 LX3514'
 LX3514'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX3514'HIGHWAY 63 IN SOUTH CANAAN, GO SOUTH ON HIGHWAY 63 FOR 5.0 MILES
 LX3514'TO JUNCTION WITH STATE HIGHWAY 43.  CONTINUE ON HIGHWAY 63, LEFT
 LX3514'FORK, FOR 2.45 MILES.  TURN SHARP LEFT ON MACADAM SIDE ROAD, AND
 LX3514'GO 1.2 MILES TO END OF MACADAM AT WHITE HOUSE ON LEFT.  CONTINUE
 LX3514'ON DIRT ROAD FOR 0.05 MILE, THEN GO RIGHT, ENTERING A FIELD.
 LX3514'FOLLOW FIELD ROAD SOUTHERLY ALONG EDGE OF TIMBER FOR 0.45 MILE TO
 LX3514'END OF TRUCK TRAVEL 40 YARDS BEFORE END OF FIELD.  PACK
 LX3514'SOUTHEAST ON DIM TRAIL, CROSSING A NORTH-SOUTH TRAIL JUST
 LX3514'INSIDE TIMBER, SOON RUNNING INTO A WIDE CLEARED STRIP.  FOLLOW
 LX3514'THIS STRIP SOUTH ABOUT 275 YARDS, THEN LEFT, EAST, ABOUT
 LX3514'350 YARDS.  HERE LEAVE STRIP AND GO DUE NORTH UP SLOPE ABOUT
 LX3514'125 YARDS TO STATION.
 LX3514'
 LX3514'STATION MARK IS A STANDARD DISK STAMPED IVY 1863 1971, CEMENTED
 LX3514'IN A DRILL HOLE IN THE NORTH END OF A 6 X 24-FOOT BEDROCK LEDGE
 LX3514'PROJECTING 6 INCHES FROM GROUND.  IT IS 45 FEET NORTHWEST OF AN
 LX3514'OLD STONE FENCE, 13.5 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 LX3514'4 FEET WEST OF A 3-FOOT CAIRN.  THE RUINS OF AN OLD 30-FOOT
 LX3514'WOODEN TOWER LAYS TO SOUTHEAST SIDE OF STATION.
 LX3514'
 LX3514'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED IVY NO 1 1930
 LX3514'1938, CEMENTED IN A DRILL HOLE IN THE NORTH END OF A 3 X 10-FOOT
 LX3514'BEDROCK SLAB, 2 FEET LOWER THAN STATION MARK.
 LX3514'
 LX3514'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED IVY NO 2 1930
 LX3514'1938, CEMENTED IN A DRILL HOLE IN A 3 X 3-FOOT SECTION OF BEDROCK
 LX3514'FLUSH WITH GROUND, 2 FEET LOWER THAN STATION MARK.  IT IS 49 FEET
 LX3514'NORTHWEST OF A VERY LARGE EYE-BOLT CEMENTED IN A DRILL HOLE IN A
 LX3514'LARGE BEDROCK LEDGE, AND 12 FEET SOUTHEAST OF A 3-SECTION BEDROCK
 LX3514'OUTCROP.
 LX3514'
 LX3514'DISTANCE FROM RM NO 1 TO RM NO 2 = 16.464 METERS, 54.013
 LX3514'FEET.  NOTE--AZIMUTH DIRECTION TO REFERENCE MARKS WAS DETERMINED
 LX3514'BY BRUNTON COMPASS ON COMPASS TRIPOD PLUMBED OVER STATION MARK,
 LX3514'WITH DECLINATION RING SET AT 14 DEGREES.
 LX3514'
 LX3514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3514'2-3/4 MILES NORTH OF GOSHEN.
 LX3514
 LX3514                          STATION RECOVERY (1984)
 LX3514
 LX3514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3514'THE STATION WAS RECOVERED AT THIS DATE.
 LX3514'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LX3514'DISTANCES TO REFERENCE MARKS 1 AND 2 COMPARED WITH THE 1971 DATA.
 LX3514'THE 1971 DIRECTIONS WERE TAKEN WITH A COMPASS HOLDING A SOUTH
 LX3514'AZIMUTH, NO CHECK, ALSO THE OLDER DATA HAS NO DIRECTIONS. A NEW AND
 LX3514'COMPLETE DESCRIPTION FOLLOWS.
 LX3514'
 LX3514'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI)
 LX3514'EAST-NORTHEAST OF CORNWALL CENTER, 4.8 KM (3.0 MI) NORTH OF GOSHEN,
 LX3514'3.2 KM (2.0 MI) SOUTH-SOUTHWEST OF NORTH GOSHEN AND AT THE SOUTH
 LX3514'END OF A RIDGE GENERALLY KNOWN AS IVY HILL.
 LX3514'OWNERSHIP--STATE DEPT OF ENVIRONMENTAL PROTECTION, RFD 4 PLYMOUTH
 LX3514'ROAD, HARWINTON CT 06781, PHONE 203-485-0226.
 LX3514'
 LX3514'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 63
 LX3514'IN GOSHEN, GO NORTH ON HIGHWAY 63 FOR 6.1 KM (3.8 MI) TO A PAVED
 LX3514'ROAD RIGHT.  TURN RIGHT GOING EASTERLY DOWN GRADE ON THE ROAD FOR
 LX3514'1.8 KM (1.15 MI) TO THE PAVEMENT END.  CONTINUE ON THE DIRT ROAD
 LX3514'FOR 0.7 KM (0.45 MI) TO A WOODS ROAD RIGHT, JUST PAST A SMALL
 LX3514'SWAMP. TURN SHARP RIGHT GOING SOUTHWESTERLY ON A TRACK ROAD FOR 0.6
 LX3514'KM (0.4 MI) TO A FORK AND A FIVE-TRUNKED MAPLE TREE. KEEP LEFT ON
 LX3514'THE WOODS ROAD FOR 0.2 KM (0.1 MI) TO A WOODS ROAD LEFT, JUST PAST
 LX3514'A ROCK WALL. KEEP LEFT UPHILL FOR 0.5 KM (0.3 MI) TO HIGH GROUND
 LX3514'AND STATION.
 LX3514'
 LX3514'THE STATION IS A STANDARD CGS DISK
 LX3514'STAMPED---IVY 1971---,
 LX3514'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3514'13.4 METERS (44.0 FT) NORTHWEST FROM A ROCK WALL,
 LX3514'10.97 METERS (36 FT) SOUTHEAST FROM A TWIN TRUNKED OAK TREE,
 LX3514'7.22 METERS (23.7 FT) NORTHEAST FROM A 10 CM IN DIAMETER PINE TREE
 LX3514'AND AT THE END OF THE WOODS ROAD.
 LX3514'
 LX3514'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 LX3514'STAMPED---1930 IVY NO 1 1938---,
 LX3514'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3514'11.43 METERS (37.5 FT) SOUTH FROM A TWIN TRUNKED BIRCH TREE,
 LX3514'7.47 METERS (24.5 FT) NORTH-NORTHEAST FROM A 25 CM IN DIAMETER OAK
 LX3514'TREE AND
 LX3514'3.96 METERS (13.0 FT) EAST-SOUTHEAST FROM A 20 CM IN DIAMETER PINE
 LX3514'TREE.
 LX3514'MARK IS 0.3 METER BELOW THE STATION.
 LX3514'
 LX3514'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 LX3514'STAMPED---1930 IVY NO 2 1938---,
 LX3514'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3514'16.15 METERS (53.0 FT) SOUTHEAST FROM A 25 CM IN DIAMETER OAK TREE,
 LX3514'13.56 METERS (44.5 FT) WEST-SOUTHWEST FROM A TWIN TRUNKED MAPLE
 LX3514'TREE AND
 LX3514'9.45 METERS (31.0 FT) NORTH FROM THE ROCK WALL.
 LX3514'MARK IS 0.3 METER BELOW THE STATION.
 LX3514'
 LX3514'HEIGHT OF LIGHT SHOWN WAS 22.8 METERS ABOVE THE MARK.
 LX3514'
 LX3514'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3514'
 LX3514'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0614 ***********************************************************************
 LX0614  DESIGNATION -  J
 LX0614  PID         -  LX0614
 LX0614  STATE/COUNTY-  CT/LITCHFIELD
 LX0614  USGS QUAD   -  KENT (1971)
 LX0614
 LX0614                         *CURRENT SURVEY CONTROL
 LX0614  ___________________________________________________________________
 LX0614* NAD 83(1986)-  41 40 47.     (N)    073 28 18.     (W)     SCALED    
 LX0614* NAVD 88     -       120.065  (meters)     393.91   (feet)  ADJUSTED  
 LX0614  ___________________________________________________________________
 LX0614  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX0614  DYNAMIC HT  -         120.024 (meters)     393.78  (feet)  COMP
 LX0614  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX0614
 LX0614  VERT ORDER  -  FIRST     CLASS II
 LX0614
 LX0614.The horizontal coordinates were scaled from a topographic map and have
 LX0614.an estimated accuracy of +/- 6 seconds.
 LX0614
 LX0614.The orthometric height was determined by differential leveling
 LX0614.and adjusted by the National Geodetic Survey in June 1991..
 LX0614
 LX0614.The geoid height was determined by GEOID03.
 LX0614
 LX0614.The dynamic height is computed by dividing the NAVD 88
 LX0614.geopotential number by the normal gravity value computed on the
 LX0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0614.degrees latitude (g = 980.6199 gals.).
 LX0614
 LX0614.The modeled gravity was interpolated from observed gravity values.
 LX0614
 LX0614;                    North         East    Units  Estimated Accuracy
 LX0614;SPC CT       -   246,650.      244,710.      MT  (+/- 180 meters Scaled)
 LX0614
 LX0614                          SUPERSEDED SURVEY CONTROL
 LX0614
 LX0614  NGVD 29 (??/??/92)  120.33   (m)          394.8    (f) COMPUTED    1 2
 LX0614
 LX0614.Superseded values are not recommended for survey control.
 LX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0614.See file dsdata.txt to determine how the superseded data were derived.
 LX0614
 LX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM272153(NAD 83)
 LX0614_MARKER: DD = SURVEY DISK
 LX0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0614_SP_SET: CULVERT
 LX0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0614
 LX0614  HISTORY     - Date     Condition        Report By
 LX0614  HISTORY     - UNK      MONUMENTED       CU
 LX0614  HISTORY     - 1916     GOOD             NGS
 LX0614  HISTORY     - 1935     POOR             NGS
 LX0614
 LX0614                          STATION DESCRIPTION
 LX0614
 LX0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0614'AT SOUTH KENT.
 LX0614'AT SOUTH KENT, LITCHFIELD COUNTY, ABOUT 500 FT NORTH OF THE
 LX0614'STATION, ON THE PITTSFIELD DIVISION OF THE NEW YORK, NEW HAVEN
 LX0614'AND HARTFORD RAILROAD, ON THE WEST END ON A 4 FT BOX CONCRETE
 LX0614'CULVERT W. HEADWALL, S. END 12 FT W OF W. RAIL 1/2 FT BELOW
 LX0614'TOP OF RAIL.  A CAMP COLUMBIA STANDARD DISK.  NOTE-- A NEW STATION
 LX0614'IS GOING TO BE BUILT.
 LX0614
 LX0614                          STATION RECOVERY (1935)
 LX0614
 LX0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LX0614'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1184 ***********************************************************************
 LX1184  DESIGNATION -  J 1
 LX1184  PID         -  LX1184
 LX1184  STATE/COUNTY-  CT/FAIRFIELD
 LX1184  USGS QUAD   -  STAMFORD (1984)
 LX1184
 LX1184                         *CURRENT SURVEY CONTROL
 LX1184  ___________________________________________________________________
 LX1184* NAD 83(1986)-  41 03 10.     (N)    073 32 21.     (W)     SCALED    
 LX1184* NAVD 88     -         5.940  (meters)      19.49   (feet)  ADJUSTED  
 LX1184  ___________________________________________________________________
 LX1184  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX1184  DYNAMIC HT  -           5.938 (meters)      19.48  (feet)  COMP
 LX1184  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX1184
 LX1184  VERT ORDER  -  FIRST     CLASS I
 LX1184
 LX1184.The horizontal coordinates were scaled from a topographic map and have
 LX1184.an estimated accuracy of +/- 6 seconds.
 LX1184
 LX1184.The orthometric height was determined by differential leveling
 LX1184.and adjusted by the National Geodetic Survey in June 1991..
 LX1184
 LX1184.The geoid height was determined by GEOID03.
 LX1184
 LX1184.The dynamic height is computed by dividing the NAVD 88
 LX1184.geopotential number by the normal gravity value computed on the
 LX1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1184.degrees latitude (g = 980.6199 gals.).
 LX1184
 LX1184.The modeled gravity was interpolated from observed gravity values.
 LX1184
 LX1184;                    North         East    Units  Estimated Accuracy
 LX1184;SPC CT       -   177,070.      238,460.      MT  (+/- 180 meters Scaled)
 LX1184
 LX1184                          SUPERSEDED SURVEY CONTROL
 LX1184
 LX1184  NGVD 29 (??/??/92)    6.274  (m)           20.58   (f) ADJ UNCH    1 1
 LX1184
 LX1184.Superseded values are not recommended for survey control.
 LX1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1184.See file dsdata.txt to determine how the superseded data were derived.
 LX1184
 LX1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL227456(NAD 83)
 LX1184_MARKER: X = CHISELED CROSS
 LX1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1184_SP_SET: GRANITE WALL
 LX1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1184
 LX1184  HISTORY     - Date     Condition        Report By
 LX1184  HISTORY     - UNK      MONUMENTED       CGS
 LX1184  HISTORY     - 1965     GOOD             NGS
 LX1184  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX1184  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX1184
 LX1184                          STATION DESCRIPTION
 LX1184
 LX1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1184'AT STAMFORD.
 LX1184'AT STAMFORD, AT THE BUILDING WHICH FORMERLY SERVED AS THE TOWN
 LX1184'HALL, AT THE INTERSECTION OF MAIN AND ATLANTIC STREET, ON TOP OF
 LX1184'A GRANITE WALL WHICH IS AT THE SOUTH END OF CIRCLE STEP
 LX1184'LEADING TO MAIN ENTRANCE TO BUILDING, 81 FEET SOUTH OF THE SOUTH
 LX1184'CURB OF MAIN STREET, 21.5 FEET WEST OF THE WEST CURB OF ATLANTIC
 LX1184'STREET, 0.7 FOOT EAST OF THE EAST SIDE OF BUILDING, 0.3 FOOT
 LX1184'NORTH OF THE SOUTH EDGE OF WALL AND 5 FEET ABOVE THE LEVEL OF
 LX1184'THE STREETS.
 LX1184
 LX1184                          STATION RECOVERY (1985)
 LX1184
 LX1184'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1184'MARK NOT FOUND.
 LX1184
 LX1184                          STATION RECOVERY (1987)
 LX1184
 LX1184'RECOVERY NOTE BY US POWER SQUADRON 1987 (SFM)
 LX1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1066 ***********************************************************************
 LW1066  DESIGNATION -  J 10
 LW1066  PID         -  LW1066
 LW1066  STATE/COUNTY-  CT/WINDHAM
 LW1066  USGS QUAD   -  PUTNAM (1970)
 LW1066
 LW1066                         *CURRENT SURVEY CONTROL
 LW1066  ___________________________________________________________________
 LW1066* NAD 83(1986)-  41 58 09.     (N)    071 53 39.     (W)     SCALED    
 LW1066* NAVD 88     -       102.066  (meters)     334.86   (feet)  POSTED    
 LW1066  ___________________________________________________________________
 LW1066  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW1066  DYNAMIC HT  -         102.030 (meters)     334.74  (feet)  COMP
 LW1066  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 LW1066
 LW1066  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 LW1066
 LW1066.The horizontal coordinates were scaled from a topographic map and have
 LW1066.an estimated accuracy of +/- 6 seconds.
 LW1066
 LW1066.The orthometric height was determined by differential leveling
 LW1066.and adjusted by the National Geodetic Survey in 1992..
 LW1066.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 LW1066.rate of 4.1 thru 8.0 mm/km.
 LW1066
 LW1066.The geoid height was determined by GEOID03.
 LW1066
 LW1066.The dynamic height is computed by dividing the NAVD 88
 LW1066.geopotential number by the normal gravity value computed on the
 LW1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1066.degrees latitude (g = 980.6199 gals.).
 LW1066
 LW1066.The modeled gravity was interpolated from observed gravity values.
 LW1066
 LW1066;                    North         East    Units  Estimated Accuracy
 LW1066;SPC CT       -   278,900.      375,740.      MT  (+/- 180 meters Scaled)
 LW1066
 LW1066                          SUPERSEDED SURVEY CONTROL
 LW1066
 LW1066  NGVD 29 (??/??/92)  102.306  (m)          335.65   (f) ADJ UNCH    2 0
 LW1066
 LW1066.Superseded values are not recommended for survey control.
 LW1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1066.See file dsdata.txt to determine how the superseded data were derived.
 LW1066
 LW1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG601504(NAD 83)
 LW1066_MARKER: DB = BENCH MARK DISK
 LW1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1066_SP_SET: ABUTMENT
 LW1066_STAMPING: J 10 1935
 LW1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1066
 LW1066  HISTORY     - Date     Condition        Report By
 LW1066  HISTORY     - 1935     MONUMENTED       CGS
 LW1066  HISTORY     - 1936     GOOD             NGS
 LW1066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1066  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1066
 LW1066                          STATION DESCRIPTION
 LW1066
 LW1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1066'AT GROSVENORDALE.
 LW1066'AT GROSVENORDALE, WINDHAM COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW1066'HARTFORD RAILROAD 260 FEET NORTH OF MILEPOST W 22-G 49, AT A
 LW1066'30-FOOT STEEL STRINGER OVERPASS, IN THE TOP OF THE NORTH END OF
 LW1066'THE WEST ABUTMENT, 130 FEET EAST OF THE CENTERLINE OF THE
 LW1066'TRACK, 50 FEET SOUTH OF A MASONRY MILL DAM, 30 FEET NORTH OF THE
 LW1066'NORTH SIDE OF THE GROSVENORDALE TEXTILE CO. BUILDING, 15 FEET
 LW1066'NORTH OF THE CENTERLINE OF A ROAD, AND ABOUT 5 FEET LOWER THAN
 LW1066'THE TRACK.  NOTE-- IT WAS REPORTED IN NOVEMBER 1936 THAT THE
 LW1066'BRIDGE HAD BEEN WASHED OUT BY A FLOOD IN THE SPRING OF 1935,
 LW1066'AND THE NORTH END OF THE WEST ABUTMENT BADLY CRACKED.  REPAIRS
 LW1066'ON THE BRIDGE, WHICH WERE UNDERWAY, MAY HAVE CAUSED DISPLACEMENT
 LW1066'OR REMOVAL OF THE DISK SINCE THAT TIME.
 LW1066
 LW1066                          STATION RECOVERY (1936)
 LW1066
 LW1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1066'RECOVERED IN GOOD CONDITION.
 LW1066
 LW1066                          STATION RECOVERY (1988)
 LW1066
 LW1066'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1066'MARK NOT FOUND.
 LW1066
 LW1066                          STATION RECOVERY (1990)
 LW1066
 LW1066'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0756 ***********************************************************************
 LX0756  DESIGNATION -  J 11
 LX0756  PID         -  LX0756
 LX0756  STATE/COUNTY-  CT/NEW HAVEN
 LX0756  USGS QUAD   -  WATERBURY (1984)
 LX0756
 LX0756                         *CURRENT SURVEY CONTROL
 LX0756  ___________________________________________________________________
 LX0756* NAD 83(1986)-  41 33 15.     (N)    073 01 52.     (W)     SCALED    
 LX0756* NAVD 88     -        93.494  (meters)     306.74   (feet)  ADJUSTED  
 LX0756  ___________________________________________________________________
 LX0756  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX0756  DYNAMIC HT  -          93.465 (meters)     306.64  (feet)  COMP
 LX0756  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX0756
 LX0756  VERT ORDER  -  FIRST     CLASS II
 LX0756
 LX0756.The horizontal coordinates were scaled from a topographic map and have
 LX0756.an estimated accuracy of +/- 6 seconds.
 LX0756
 LX0756.The orthometric height was determined by differential leveling
 LX0756.and adjusted by the National Geodetic Survey in June 1991..
 LX0756
 LX0756.The geoid height was determined by GEOID03.
 LX0756
 LX0756.The dynamic height is computed by dividing the NAVD 88
 LX0756.geopotential number by the normal gravity value computed on the
 LX0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0756.degrees latitude (g = 980.6199 gals.).
 LX0756
 LX0756.The modeled gravity was interpolated from observed gravity values.
 LX0756
 LX0756;                    North         East    Units  Estimated Accuracy
 LX0756;SPC CT       -   232,490.      281,350.      MT  (+/- 180 meters Scaled)
 LX0756
 LX0756                          SUPERSEDED SURVEY CONTROL
 LX0756
 LX0756  NGVD 29 (??/??/92)   93.775  (m)          307.66   (f) ADJ UNCH    1 2
 LX0756
 LX0756.Superseded values are not recommended for survey control.
 LX0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0756.See file dsdata.txt to determine how the superseded data were derived.
 LX0756
 LX0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM641021(NAD 83)
 LX0756_MARKER: DB = BENCH MARK DISK
 LX0756_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX0756_STAMPING: J 11 1935
 LX0756_MARK LOGO: CGS   
 LX0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0756
 LX0756  HISTORY     - Date     Condition        Report By
 LX0756  HISTORY     - 1935     MONUMENTED       CGS
 LX0756  HISTORY     - 1941     GOOD             LOCSUR
 LX0756  HISTORY     - 1985     GOOD             NGS
 LX0756  HISTORY     - 19910428 GOOD             USPSQD
 LX0756  HISTORY     - 19970118 GOOD             USPSQD
 LX0756
 LX0756                          STATION DESCRIPTION
 LX0756
 LX0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0756'AT WATERBURY.
 LX0756'AT WATERBURY, NEW HAVEN COUNTY, AT 519 EAST MAIN STREET, OPPOSITE
 LX0756'THE SCOVILL MANUFACTURING CO. AT ENGINE 2 FIRE STATION, 2.5
 LX0756'FEET SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 2 FEET
 LX0756'SOUTH OF THE NORTH END OF THE PARAPET OF THE EAST DRIVEWAY, ABOUT
 LX0756'60 FEET NORTH OF THE CENTER LINE OF THE STREET, AND ABOUT 2
 LX0756'FEET HIGHER THAN THE STREET.  A STANDARD DISK, STAMPED J 11 1935
 LX0756'AND SET IN THE TOP OF A CONCRETE POST.
 LX0756
 LX0756                          STATION RECOVERY (1941)
 LX0756
 LX0756'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1941
 LX0756'RECOVERED IN GOOD CONDITION.
 LX0756
 LX0756                          STATION RECOVERY (1985)
 LX0756
 LX0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0756'RECOVERED IN GOOD CONDITION.
 LX0756
 LX0756                          STATION RECOVERY (1991)
 LX0756
 LX0756'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBB)
 LX0756'RECOVERED IN GOOD CONDITION.
 LX0756
 LX0756                          STATION RECOVERY (1997)
 LX0756
 LX0756'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0033 ***********************************************************************
 LX0033  DESIGNATION -  J 12
 LX0033  PID         -  LX0033
 LX0033  STATE/COUNTY-  CT/NEW LONDON
 LX0033  USGS QUAD   -  FITCHVILLE (1983)
 LX0033
 LX0033                         *CURRENT SURVEY CONTROL
 LX0033  ___________________________________________________________________
 LX0033* NAD 83(1986)-  41 34 15.     (N)    072 08 00.     (W)     SCALED    
 LX0033* NAVD 88     -        37.493  (meters)     123.01   (feet)  ADJUSTED  
 LX0033  ___________________________________________________________________
 LX0033  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX0033  DYNAMIC HT  -          37.480 (meters)     122.97  (feet)  COMP
 LX0033  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LX0033
 LX0033  VERT ORDER  -  SECOND    CLASS 0
 LX0033
 LX0033.The horizontal coordinates were scaled from a topographic map and have
 LX0033.an estimated accuracy of +/- 6 seconds.
 LX0033
 LX0033.The orthometric height was determined by differential leveling
 LX0033.and adjusted by the National Geodetic Survey in June 1991..
 LX0033
 LX0033.The geoid height was determined by GEOID03.
 LX0033
 LX0033.The dynamic height is computed by dividing the NAVD 88
 LX0033.geopotential number by the normal gravity value computed on the
 LX0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0033.degrees latitude (g = 980.6199 gals.).
 LX0033
 LX0033.The modeled gravity was interpolated from observed gravity values.
 LX0033
 LX0033;                    North         East    Units  Estimated Accuracy
 LX0033;SPC CT       -   234,490.      356,230.      MT  (+/- 180 meters Scaled)
 LX0033
 LX0033                          SUPERSEDED SURVEY CONTROL
 LX0033
 LX0033  NGVD 29 (??/??/92)   37.775  (m)          123.93   (f) ADJ UNCH    2 0
 LX0033
 LX0033.Superseded values are not recommended for survey control.
 LX0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0033.See file dsdata.txt to determine how the superseded data were derived.
 LX0033
 LX0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM390060(NAD 83)
 LX0033_MARKER: DB = BENCH MARK DISK
 LX0033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0033_SP_SET: BRIDGE
 LX0033_STAMPING: J 12 1935
 LX0033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0033
 LX0033  HISTORY     - Date     Condition        Report By
 LX0033  HISTORY     - 1935     MONUMENTED       CGS
 LX0033
 LX0033                          STATION DESCRIPTION
 LX0033
 LX0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0033'0.8 MI N FROM YANTIC.
 LX0033'ABOUT 0.8 MILE NORTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0033'STATION AT YANTIC, NEW LONDON COUNTY, ABOUT 200 FEET SOUTHEAST
 LX0033'OF THE CENTER OF A ROAD CROSSING, AT A 20-FOOT CONCRETE
 LX0033'HIGHWAY BRIDGE, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LX0033'SOUTHWEST WING WALL, 15 FEET SOUTH OF THE CENTER LINE OF A
 LX0033'MACADAM ROAD, AND ABOUT 1 FOOT LOWER THAN THE ROAD.  A
 LX0033'STANDARD DISK, STAMPED J 12 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0921 ***********************************************************************
 LX0921  DESIGNATION -  J 13
 LX0921  PID         -  LX0921
 LX0921  STATE/COUNTY-  CT/NEW HAVEN
 LX0921  USGS QUAD   -  ANSONIA (1984)
 LX0921
 LX0921                         *CURRENT SURVEY CONTROL
 LX0921  ___________________________________________________________________
 LX0921* NAD 83(1986)-  41 15 48.     (N)    073 04 50.     (W)     SCALED    
 LX0921* NAVD 88     -        17.159  (meters)      56.30   (feet)  POSTED    
 LX0921  ___________________________________________________________________
 LX0921  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX0921  DYNAMIC HT  -          17.150 (meters)      56.27  (feet)  COMP
 LX0921  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0921
 LX0921  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0921
 LX0921.The horizontal coordinates were scaled from a topographic map and have
 LX0921.an estimated accuracy of +/- 6 seconds.
 LX0921
 LX0921.The orthometric height was determined by differential leveling
 LX0921.and adjusted by the National Geodetic Survey in 1992..
 LX0921.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0921.rate of 0.0 thru 1.0 mm/km.
 LX0921
 LX0921.The geoid height was determined by GEOID03.
 LX0921
 LX0921.The dynamic height is computed by dividing the NAVD 88
 LX0921.geopotential number by the normal gravity value computed on the
 LX0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0921.degrees latitude (g = 980.6199 gals.).
 LX0921
 LX0921.The modeled gravity was interpolated from observed gravity values.
 LX0921
 LX0921;                    North         East    Units  Estimated Accuracy
 LX0921;SPC CT       -   200,210.      277,100.      MT  (+/- 180 meters Scaled)
 LX0921
 LX0921                          SUPERSEDED SURVEY CONTROL
 LX0921
 LX0921  NGVD 29 (??/??/92)   17.478  (m)           57.34   (f) ADJ UNCH    2 0
 LX0921
 LX0921.Superseded values are not recommended for survey control.
 LX0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0921.See file dsdata.txt to determine how the superseded data were derived.
 LX0921
 LX0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL607697(NAD 83)
 LX0921_MARKER: DB = BENCH MARK DISK
 LX0921_SETTING: 0 = UNSPECIFIED SETTING
 LX0921_STAMPING: J 13 1935
 LX0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0921
 LX0921  HISTORY     - Date     Condition        Report By
 LX0921  HISTORY     - 1935     MONUMENTED       CGS
 LX0921  HISTORY     - 1953     MARK NOT FOUND   USGS
 LX0921  HISTORY     - 19910215 POOR             USPSQD
 LX0921
 LX0921                          STATION DESCRIPTION
 LX0921
 LX0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0921'4.3 MI N FROM DEVON.
 LX0921'4.3 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0921'FROM THE STATION AT DEVON, NEW HAVEN COUNTY, 0.1 MILE NORTH OF
 LX0921'MILEAGE SIGN 149.148, AT A PRIVATE-ROAD CROSSING, 36 FEET NORTH
 LX0921'OF THE CENTERLINE OF THE ROAD, 27 FEET EAST OF THE EAST RAIL,
 LX0921'33 FEET NORTHEAST OF A CROSSING-WARNING SIGN, AND 18 FEET WEST
 LX0921'OF A FIELD FENCE.
 LX0921
 LX0921                          STATION RECOVERY (1953)
 LX0921
 LX0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LX0921'MARK NOT FOUND.
 LX0921
 LX0921                          STATION RECOVERY (1991)
 LX0921
 LX0921'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0921'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -28.77  (meters)                     GEOID03
 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 GEOID03.
 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_SP_SET: 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 = OCTOBER  8, 2006
 LX0941 ***********************************************************************
 LX0941  DESIGNATION -  J 15
 LX0941  PID         -  LX0941
 LX0941  STATE/COUNTY-  CT/FAIRFIELD
 LX0941  USGS QUAD   -  NORWALK NORTH (1975)
 LX0941
 LX0941                         *CURRENT SURVEY CONTROL
 LX0941  ___________________________________________________________________
 LX0941* NAD 83(1986)-  41 14 45.     (N)    073 25 58.     (W)     SCALED    
 LX0941* NAVD 88     -        86.280  (meters)     283.07   (feet)  ADJUSTED  
 LX0941  ___________________________________________________________________
 LX0941  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0941  DYNAMIC HT  -          86.251 (meters)     282.98  (feet)  COMP
 LX0941  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX0941
 LX0941  VERT ORDER  -  FIRST     CLASS II
 LX0941
 LX0941.The horizontal coordinates were scaled from a topographic map and have
 LX0941.an estimated accuracy of +/- 6 seconds.
 LX0941
 LX0941.The orthometric height was determined by differential leveling
 LX0941.and adjusted by the National Geodetic Survey in June 1991..
 LX0941
 LX0941.The geoid height was determined by GEOID03.
 LX0941
 LX0941.The dynamic height is computed by dividing the NAVD 88
 LX0941.geopotential number by the normal gravity value computed on the
 LX0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0941.degrees latitude (g = 980.6199 gals.).
 LX0941
 LX0941.The modeled gravity was interpolated from observed gravity values.
 LX0941
 LX0941;                    North         East    Units  Estimated Accuracy
 LX0941;SPC CT       -   198,440.      247,570.      MT  (+/- 180 meters Scaled)
 LX0941
 LX0941                          SUPERSEDED SURVEY CONTROL
 LX0941
 LX0941  NGVD 29 (??/??/92)   86.607  (m)          284.14   (f) ADJ UNCH    1 2
 LX0941
 LX0941.Superseded values are not recommended for survey control.
 LX0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0941.See file dsdata.txt to determine how the superseded data were derived.
 LX0941
 LX0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL313672(NAD 83)
 LX0941_MARKER: DB = BENCH MARK DISK
 LX0941_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0941_STAMPING: J 15 1935
 LX0941_MARK LOGO: CGS   
 LX0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0941
 LX0941  HISTORY     - Date     Condition        Report By
 LX0941  HISTORY     - 1935     MONUMENTED       CGS
 LX0941  HISTORY     - 1937     GOOD             NGS
 LX0941  HISTORY     - 1983     GOOD             NGS
 LX0941  HISTORY     - 1984     GOOD             NGS
 LX0941  HISTORY     - 1985     GOOD             NGS
 LX0941  HISTORY     - 1985     GOOD             USPSQD
 LX0941
 LX0941                          STATION DESCRIPTION
 LX0941
 LX0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 LX0941'0.7 MI S FROM GEORGETOWN.
 LX0941'0.7 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0941'FROM THE STATION AT GEORGETOWN, FAIRFIELD COUNTY, 60 FEET NORTH
 LX0941'OF POWER-LINE TOWER 261, AT 30-FOOT STEEL-GIRDER BRIDGE NO. 13.76
 LX0941'CARRYING THE RAILROAD OVER OLD MILL ROAD, IN THE WEST SIDE OF
 LX0941'THE SOUTH ABUTMENT, 5 FEET WEST OF THE WEST RAIL, AND 3 FEET
 LX0941'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED J 15 1935.
 LX0941
 LX0941                          STATION RECOVERY (1983)
 LX0941
 LX0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0941'RECOVERED IN GOOD CONDITION.
 LX0941
 LX0941                          STATION RECOVERY (1984)
 LX0941
 LX0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0941'RECOVERED IN GOOD CONDITION.
 LX0941
 LX0941                          STATION RECOVERY (1985)
 LX0941
 LX0941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0941'RECOVERED IN GOOD CONDITION.
 LX0941
 LX0941                          STATION RECOVERY (1985)
 LX0941
 LX0941'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0941'THE GEORGETOWN RAILWAY STATION WAS DEMOLISHED IN THE EARLY 1950'S
 LX0941'AND, SINCE THE DANBURY BRANCH OF THE RAILWAY IS NO LONGER
 LX0941'ELECTRIFIED, THE POWER-LINE TOWERS HAVE NOT BEEN PAINTED FOR MANY
 LX0941'YEARS AND NOW BEAR NO VISIBLE MARKINGS. 'AT GEORGE TOWN, 0.7 MILE
 LX0941'SOUTH OF THE INTERSECTION OF U.S. ROUTE 7 WITH ROUTES 57 AND 107,
 LX0941'ABOUT 360 FEET EAST OF THE CENTERLINE OF ROUTE 7 ON OLD MILL ROAD, 30
 LX0941'FOOT STEEL GIRDER BRIDGE CARRING THE RAILROAD OVER OLD MILL ROAD. IN
 LX0941'THE WEST SIDE OF THE SOUTH ABUTMENT, FIVE FEET WEST OF THE WEST RAIL,
 LX0941'A 3 FEET LOWER THAN THE RAIL, A STANDARD DISK MARKED 'J 15 1935'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0578 ***********************************************************************
 LX0578  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0578  DESIGNATION -  J 16
 LX0578  PID         -  LX0578
 LX0578  STATE/COUNTY-  CT/MIDDLESEX
 LX0578  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0578
 LX0578                         *CURRENT SURVEY CONTROL
 LX0578  ___________________________________________________________________
 LX0578* NAD 83(1986)-  41 31 32.     (N)    072 33 35.     (W)     SCALED    
 LX0578* NAVD 88     -         4.913  (meters)      16.12   (feet)  ADJUSTED  
 LX0578  ___________________________________________________________________
 LX0578  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX0578  DYNAMIC HT  -           4.912 (meters)      16.12  (feet)  COMP
 LX0578  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 LX0578
 LX0578  VERT ORDER  -  SECOND    CLASS 0
 LX0578
 LX0578.The horizontal coordinates were scaled from a topographic map and have
 LX0578.an estimated accuracy of +/- 6 seconds.
 LX0578
 LX0578.The orthometric height was determined by differential leveling
 LX0578.and adjusted by the National Geodetic Survey in June 1991..
 LX0578
 LX0578.This Tidal Bench Mark is designated as VM 2242
 LX0578.by the Center for Operational Oceanographic Products and Services.
 LX0578
 LX0578.The geoid height was determined by GEOID03.
 LX0578
 LX0578.The dynamic height is computed by dividing the NAVD 88
 LX0578.geopotential number by the normal gravity value computed on the
 LX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0578.degrees latitude (g = 980.6199 gals.).
 LX0578
 LX0578.The modeled gravity was interpolated from observed gravity values.
 LX0578
 LX0578;                    North         East    Units  Estimated Accuracy
 LX0578;SPC CT       -   229,300.      320,680.      MT  (+/- 180 meters Scaled)
 LX0578
 LX0578                          SUPERSEDED SURVEY CONTROL
 LX0578
 LX0578  NGVD 29 (??/??/92)    5.220  (m)           17.13   (f) ADJ UNCH    2 0
 LX0578
 LX0578.Superseded values are not recommended for survey control.
 LX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0578.See file dsdata.txt to determine how the superseded data were derived.
 LX0578
 LX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL036999(NAD 83)
 LX0578_MARKER: DB = BENCH MARK DISK
 LX0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0578_SP_SET: BRIDGE SEAT
 LX0578_STAMPING: J 16 1935
 LX0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0578
 LX0578  HISTORY     - Date     Condition        Report By
 LX0578  HISTORY     - 1935     MONUMENTED       CGS
 LX0578  HISTORY     - 1972     GOOD             CTGS
 LX0578
 LX0578                          STATION DESCRIPTION
 LX0578
 LX0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0578'7.3 MI S FROM MIDDLETOWN.
 LX0578'7.3 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0578'RAILROAD FROM THE STATION AT MIDDLETOWN, MIDDLESEX COUNTY, AT
 LX0578'BRIDGE 23.29 OVER A SMALL STREAM, IN THE TOP OF THE WEST SIDE
 LX0578'OF THE SOUTH REINFORCED CONCRETE BRIDGE SEAT, 10 FEET WEST
 LX0578'OF THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN
 LX0578'THE TRACK.
 LX0578
 LX0578                          STATION RECOVERY (1972)
 LX0578
 LX0578'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1182 ***********************************************************************
 LX1182  DESIGNATION -  J 18
 LX1182  PID         -  LX1182
 LX1182  STATE/COUNTY-  CT/FAIRFIELD
 LX1182  USGS QUAD   -  STAMFORD (1984)
 LX1182
 LX1182                         *CURRENT SURVEY CONTROL
 LX1182  ___________________________________________________________________
 LX1182* NAD 83(1986)-  41 02 42.     (N)    073 32 50.     (W)     SCALED    
 LX1182* NAVD 88     -        11.64   (meters)      38.2    (feet)  RESET     
 LX1182  ___________________________________________________________________
 LX1182  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX1182
 LX1182  VERT ORDER  -  THIRD
 LX1182
 LX1182.The horizontal coordinates were scaled from a topographic map and have
 LX1182.an estimated accuracy of +/- 6 seconds.
 LX1182
 LX1182.The orthometric height was computed from unverified reset data.
 LX1182.No vertical observational check was made to the station.
 LX1182
 LX1182.The geoid height was determined by GEOID03.
 LX1182
 LX1182;                    North         East    Units  Estimated Accuracy
 LX1182;SPC CT       -   176,220.      237,770.      MT  (+/- 180 meters Scaled)
 LX1182
 LX1182                          SUPERSEDED SURVEY CONTROL
 LX1182
 LX1182.No superseded survey control is available for this station.
 LX1182
 LX1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL221447(NAD 83)
 LX1182_MARKER: DD = SURVEY DISK
 LX1182_SETTING: 66 = SET IN ROCK OUTCROP
 LX1182_SP_SET: ROCK LEDGE
 LX1182_STAMPING: J 18 1936
 LX1182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1182+STABILITY: POSITION/ELEVATION WELL
 LX1182
 LX1182  HISTORY     - Date     Condition        Report By
 LX1182  HISTORY     - 1936     MONUMENTED       CTGS
 LX1182  HISTORY     - 1965     GOOD             NGS
 LX1182  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX1182
 LX1182                          STATION DESCRIPTION
 LX1182
 LX1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1182'AT STAMFORD.
 LX1182'AT STAMFORD, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX1182'HARTFORD RAILROAD, ABOUT 1/4 MILE WEST OF THE STATION, 115
 LX1182'FEET NORTHEAST OF RAILROAD CATENARY BRIDGE 362, 180 FEET
 LX1182'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF BROWN AVENUE
 LX1182'AND MC AULIFFE STREET, AT THE NORTHWEST CORNER OF THE PHILLIPS
 LX1182'COAL YARD, 74 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, IN A
 LX1182'15- BY 12-FOOT ROCK LEDGE ABOUT 4 FEET HIGH (THE MARK IS NOT ON
 LX1182'THE HIGHEST POINT OF THE LEDGE, BUT ON THE SOUTH SIDE), 2 FEET
 LX1182'NORTH OF THE COAL-YARD FENCE, AND 2.5 FEET ABOVE THE GROUND.
 LX1182'A STATE SURVEY STANDARD DISK, STAMPED J 18 1936.
 LX1182
 LX1182                          STATION RECOVERY (1985)
 LX1182
 LX1182'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0830 ***********************************************************************
 LX0830  DESIGNATION -  J 2=152
 LX0830  PID         -  LX0830
 LX0830  STATE/COUNTY-  CT/FAIRFIELD
 LX0830  USGS QUAD   -  WESTPORT (1975)
 LX0830
 LX0830                         *CURRENT SURVEY CONTROL
 LX0830  ___________________________________________________________________
 LX0830* NAD 83(1986)-  41 08 51.     (N)    073 15 01.     (W)     SCALED    
 LX0830* NAVD 88     -         5.711  (meters)      18.74   (feet)  POSTED    
 LX0830  ___________________________________________________________________
 LX0830  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0830  DYNAMIC HT  -           5.710 (meters)      18.73  (feet)  COMP
 LX0830  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LX0830
 LX0830  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LX0830
 LX0830.The horizontal coordinates were scaled from a topographic map and have
 LX0830.an estimated accuracy of +/- 6 seconds.
 LX0830
 LX0830.The orthometric height was determined by differential leveling
 LX0830.and adjusted by the National Geodetic Survey in 1992..
 LX0830.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LX0830.rate of 3.1 thru 4.0 mm/km.
 LX0830
 LX0830.The geoid height was determined by GEOID03.
 LX0830
 LX0830.The dynamic height is computed by dividing the NAVD 88
 LX0830.geopotential number by the normal gravity value computed on the
 LX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0830.degrees latitude (g = 980.6199 gals.).
 LX0830
 LX0830.The modeled gravity was interpolated from observed gravity values.
 LX0830
 LX0830;                    North         East    Units  Estimated Accuracy
 LX0830;SPC CT       -   187,410.      262,800.      MT  (+/- 180 meters Scaled)
 LX0830
 LX0830                          SUPERSEDED SURVEY CONTROL
 LX0830
 LX0830.No superseded survey control is available for this station.
 LX0830
 LX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL468566(NAD 83)
 LX0830_MARKER: Z = SEE DESCRIPTION
 LX0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0830_SP_SET: STONE
 LX0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0830+STABILITY: SURFACE MOTION
 LX0830
 LX0830  HISTORY     - Date     Condition        Report By
 LX0830  HISTORY     - UNK      MONUMENTED       DOD
 LX0830  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0830
 LX0830                          STATION DESCRIPTION
 LX0830
 LX0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0830'0.5 MI E FROM FAIRFIELD.
 LX0830'1/2 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0830'RAILROAD FROM THE STATION AT FAIRFIELD, FAIRFIELD COUNTY, ABOUT
 LX0830'150 FEET EAST OF POWER-LINE TOWER 697, AT BRIDGE 39.17 OVER
 LX0830'BENSON ROAD, ON THE SOUTHEAST CORNER OF THE EAST PARAPET, AND
 LX0830'8.3 FEET SOUTH OF THE SOUTH RAIL.  A KNOB CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1147 ***********************************************************************
 LX1147  DESIGNATION -  J 31
 LX1147  PID         -  LX1147
 LX1147  STATE/COUNTY-  CT/FAIRFIELD
 LX1147  USGS QUAD   -  GLENVILLE (1971)
 LX1147
 LX1147                         *CURRENT SURVEY CONTROL
 LX1147  ___________________________________________________________________
 LX1147* NAD 83(1986)-  41 01 25.     (N)    073 38 10.     (W)     SCALED    
 LX1147* NAVD 88     -        24.628  (meters)      80.80   (feet)  ADJUSTED  
 LX1147  ___________________________________________________________________
 LX1147  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX1147  DYNAMIC HT  -          24.619 (meters)      80.77  (feet)  COMP
 LX1147  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 LX1147
 LX1147  VERT ORDER  -  FIRST     CLASS I
 LX1147
 LX1147.The horizontal coordinates were scaled from a topographic map and have
 LX1147.an estimated accuracy of +/- 6 seconds.
 LX1147
 LX1147.The orthometric height was determined by differential leveling
 LX1147.and adjusted by the National Geodetic Survey in June 1991..
 LX1147
 LX1147.The geoid height was determined by GEOID03.
 LX1147
 LX1147.The dynamic height is computed by dividing the NAVD 88
 LX1147.geopotential number by the normal gravity value computed on the
 LX1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1147.degrees latitude (g = 980.6199 gals.).
 LX1147
 LX1147.The modeled gravity was interpolated from observed gravity values.
 LX1147
 LX1147;                    North         East    Units  Estimated Accuracy
 LX1147;SPC CT       -   173,910.      230,270.      MT  (+/- 180 meters Scaled)
 LX1147
 LX1147                          SUPERSEDED SURVEY CONTROL
 LX1147
 LX1147  NGVD 29 (??/??/92)   24.963  (m)           81.90   (f) ADJ UNCH    1 1
 LX1147
 LX1147.Superseded values are not recommended for survey control.
 LX1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1147.See file dsdata.txt to determine how the superseded data were derived.
 LX1147
 LX1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL146422(NAD 83)
 LX1147_MARKER: DB = BENCH MARK DISK
 LX1147_SETTING: 80 = SET IN A BOULDER
 LX1147_SP_SET: BOULDER
 LX1147_STAMPING: J 31 1965
 LX1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1147+STABILITY: SURFACE MOTION
 LX1147
 LX1147  HISTORY     - Date     Condition        Report By
 LX1147  HISTORY     - 1965     MONUMENTED       CGS
 LX1147  HISTORY     - 1983     GOOD             NGS
 LX1147  HISTORY     - 1984     GOOD             USPSQD
 LX1147
 LX1147                          STATION DESCRIPTION
 LX1147
 LX1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1147'AT GREENWICH.
 LX1147'AT GREENWICH, ABOUT 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 LX1147'THE INTERSECTION OF GREENWICH AVENUE, NEAR THE SOUTHWEST END OF
 LX1147'A SMALL PARK, SET ON THE TOP AND NEAR THE SOUTHEAST SIDE AND AT
 LX1147'ABOUT THE HIGHEST PART OF A 10-BY-6-FOOT EXPOSED PART OF A
 LX1147'BOULDER WHICH PROJECTS 1 1/4 FEET ABOVE THE LEVEL OF THE GROUND,
 LX1147'45.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 135
 LX1147'FEET WEST OF THE CENTER LINE OF EDGEWOOD AVENUE, 30 FEET
 LX1147'NORTHWEST OF THE CENTER LINE OF A STREET ON THE SOUTHEAST SIDE
 LX1147'OF THE PARK, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX1147'NOTE-- MARK MAY BE REACHED BY GOING 0.9 MILE NORTHEAST ALONG
 LX1147'U.S. HIGHWAY 1 FROM THE WEST PUTNAM POST OFFICE.
 LX1147
 LX1147                          STATION RECOVERY (1983)
 LX1147
 LX1147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1147'RECOVERED IN GOOD CONDITION.
 LX1147
 LX1147                          STATION RECOVERY (1984)
 LX1147
 LX1147'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0911 ***********************************************************************
 LX0911  DESIGNATION -  J 3=138
 LX0911  PID         -  LX0911
 LX0911  STATE/COUNTY-  CT/NEW HAVEN
 LX0911  USGS QUAD   -  MILFORD (1984)
 LX0911
 LX0911                         *CURRENT SURVEY CONTROL
 LX0911  ___________________________________________________________________
 LX0911* NAD 83(1986)-  41 14 12.     (N)    073 00 49.     (W)     SCALED    
 LX0911* NAVD 88     -        14.998  (meters)      49.21   (feet)  POSTED    
 LX0911  ___________________________________________________________________
 LX0911  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0911  DYNAMIC HT  -          14.990 (meters)      49.18  (feet)  COMP
 LX0911  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 LX0911
 LX0911  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0911
 LX0911.The horizontal coordinates were scaled from a topographic map and have
 LX0911.an estimated accuracy of +/- 6 seconds.
 LX0911
 LX0911.The orthometric height was determined by differential leveling
 LX0911.and adjusted by the National Geodetic Survey in 1992..
 LX0911.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0911.rate of 0.0 thru 1.0 mm/km.
 LX0911
 LX0911.The geoid height was determined by GEOID03.
 LX0911
 LX0911.The dynamic height is computed by dividing the NAVD 88
 LX0911.geopotential number by the normal gravity value computed on the
 LX0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0911.degrees latitude (g = 980.6199 gals.).
 LX0911
 LX0911.The modeled gravity was interpolated from observed gravity values.
 LX0911
 LX0911;                    North         East    Units  Estimated Accuracy
 LX0911;SPC CT       -   197,230.      282,700.      MT  (+/- 180 meters Scaled)
 LX0911
 LX0911                          SUPERSEDED SURVEY CONTROL
 LX0911
 LX0911.No superseded survey control is available for this station.
 LX0911
 LX0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL664669(NAD 83)
 LX0911_MARKER: Z = SEE DESCRIPTION
 LX0911_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0911_SP_SET: STONE
 LX0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0911
 LX0911  HISTORY     - Date     Condition        Report By
 LX0911  HISTORY     - UNK      MONUMENTED       DOD
 LX0911  HISTORY     - 1965     GOOD             NGS
 LX0911
 LX0911                          STATION DESCRIPTION
 LX0911
 LX0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0911'2.5 MI NE FROM MILFORD.
 LX0911'2-1/2 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0911'RAILROAD FROM THE STATION AT MILFORD, NEW HAVEN COUNTY, MIDWAY
 LX0911'BETWEEN POWER-LINE TOWERS 957 AND 958, AT BRIDGE 54.08 AT PONDS
 LX0911'CROSSING, ON THE NORTHEAST CORNER OF THE BOTTOM STEP OF THE
 LX0911'SOUTH ABUTMENT, 5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3 FEET
 LX0911'HIGHER THAN THE TRACK.  A KNOB CUT IN THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0771 ***********************************************************************
 LX0771  DESIGNATION -  J 32
 LX0771  PID         -  LX0771
 LX0771  STATE/COUNTY-  CT/FAIRFIELD
 LX0771  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0771
 LX0771                         *CURRENT SURVEY CONTROL
 LX0771  ___________________________________________________________________
 LX0771* NAD 83(1986)-  41 03 41.     (N)    073 29 03.     (W)     SCALED    
 LX0771* NAVD 88     -        18.009  (meters)      59.08   (feet)  ADJUSTED  
 LX0771  ___________________________________________________________________
 LX0771  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX0771  DYNAMIC HT  -          18.003 (meters)      59.06  (feet)  COMP
 LX0771  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 LX0771
 LX0771  VERT ORDER  -  FIRST     CLASS I
 LX0771
 LX0771.The horizontal coordinates were scaled from a topographic map and have
 LX0771.an estimated accuracy of +/- 6 seconds.
 LX0771
 LX0771.The orthometric height was determined by differential leveling
 LX0771.and adjusted by the National Geodetic Survey in June 1991..
 LX0771
 LX0771.The geoid height was determined by GEOID03.
 LX0771
 LX0771.The dynamic height is computed by dividing the NAVD 88
 LX0771.geopotential number by the normal gravity value computed on the
 LX0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0771.degrees latitude (g = 980.6199 gals.).
 LX0771
 LX0771.The modeled gravity was interpolated from observed gravity values.
 LX0771
 LX0771;                    North         East    Units  Estimated Accuracy
 LX0771;SPC CT       -   177,990.      243,090.      MT  (+/- 180 meters Scaled)
 LX0771
 LX0771                          SUPERSEDED SURVEY CONTROL
 LX0771
 LX0771  NGVD 29 (??/??/92)   18.346  (m)           60.19   (f) ADJ UNCH    1 1
 LX0771
 LX0771.Superseded values are not recommended for survey control.
 LX0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0771.See file dsdata.txt to determine how the superseded data were derived.
 LX0771
 LX0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL273466(NAD 83)
 LX0771_MARKER: DB = BENCH MARK DISK
 LX0771_SETTING: 80 = SET IN A BOULDER
 LX0771_SP_SET: BOULDER
 LX0771_STAMPING: J 32 1965
 LX0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0771+STABILITY: SURFACE MOTION
 LX0771
 LX0771  HISTORY     - Date     Condition        Report By
 LX0771  HISTORY     - 1965     MONUMENTED       CGS
 LX0771  HISTORY     - 1983     GOOD             NGS
 LX0771  HISTORY     - 19990214 GOOD             USPSQD
 LX0771
 LX0771                          STATION DESCRIPTION
 LX0771
 LX0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0771'1.3 MI SW FROM DARIEN.
 LX0771'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE NY, NH AND
 LX0771'H RAILROAD OVERPASS AT DARIEN, ABOUT 0.1 MILE EAST OF THE
 LX0771'NOROTON STATION POST OFFICE (DARIEN CONN.), NEAR THE
 LX0771'INTERSECTION OF DICKINSON ROAD AND U.S. HIGHWAY 1, ON THE
 LX0771'PROPERTY OF THE NOROTON FIRE DEPARTMENT, SET ON THE TOP OF A
 LX0771'9-BY-4-FOOT BURIED BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE
 LX0771'LEVEL OF THE GROUND, 64.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LX0771'OF THE NOROTON FIRE HOUSE, 56 FEET NORTH OF THE CENTER LINE OF
 LX0771'THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF DICKINSON ROAD
 LX0771'AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0771
 LX0771                          STATION RECOVERY (1983)
 LX0771
 LX0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0771'RECOVERED IN GOOD CONDITION.
 LX0771
 LX0771                          STATION RECOVERY (1999)
 LX0771
 LX0771'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0819 ***********************************************************************
 LX0819  DESIGNATION -  J 33
 LX0819  PID         -  LX0819
 LX0819  STATE/COUNTY-  CT/FAIRFIELD
 LX0819  USGS QUAD   -  WESTPORT (1975)
 LX0819
 LX0819                         *CURRENT SURVEY CONTROL
 LX0819  ___________________________________________________________________
 LX0819* NAD 83(1986)-  41 07 47.     (N)    073 17 49.     (W)     SCALED    
 LX0819* NAVD 88     -         3.702  (meters)      12.15   (feet)  ADJUSTED  
 LX0819  ___________________________________________________________________
 LX0819  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX0819  DYNAMIC HT  -           3.700 (meters)      12.14  (feet)  COMP
 LX0819  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LX0819
 LX0819  VERT ORDER  -  FIRST     CLASS I
 LX0819
 LX0819.The horizontal coordinates were scaled from a topographic map and have
 LX0819.an estimated accuracy of +/- 6 seconds.
 LX0819
 LX0819.The orthometric height was determined by differential leveling
 LX0819.and adjusted by the National Geodetic Survey in June 1991..
 LX0819
 LX0819.The geoid height was determined by GEOID03.
 LX0819
 LX0819.The dynamic height is computed by dividing the NAVD 88
 LX0819.geopotential number by the normal gravity value computed on the
 LX0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0819.degrees latitude (g = 980.6199 gals.).
 LX0819
 LX0819.The modeled gravity was interpolated from observed gravity values.
 LX0819
 LX0819;                    North         East    Units  Estimated Accuracy
 LX0819;SPC CT       -   185,460.      258,870.      MT  (+/- 180 meters Scaled)
 LX0819
 LX0819                          SUPERSEDED SURVEY CONTROL
 LX0819
 LX0819  NGVD 29 (??/??/92)    4.034  (m)           13.23   (f) ADJ UNCH    1 1
 LX0819
 LX0819.Superseded values are not recommended for survey control.
 LX0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0819.See file dsdata.txt to determine how the superseded data were derived.
 LX0819
 LX0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL429545(NAD 83)
 LX0819_MARKER: DB = BENCH MARK DISK
 LX0819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0819_SP_SET: ABUTMENT
 LX0819_STAMPING: J 33 1965
 LX0819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0819
 LX0819  HISTORY     - Date     Condition        Report By
 LX0819  HISTORY     - 1965     MONUMENTED       CGS
 LX0819  HISTORY     - 1983     GOOD             NGS
 LX0819  HISTORY     - 1985     GOOD             USPSQD
 LX0819  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0819  HISTORY     - 19930417 MARK NOT FOUND   USPSQD
 LX0819
 LX0819                          STATION DESCRIPTION
 LX0819
 LX0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0819'1 MI SW FROM SOUTHPORT.
 LX0819'1.0 MILE SOUTHWEST ALONG PEQUOT AVENUE FROM THE POST OFFICE AT
 LX0819'SOUTHPORT, 46 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 LX0819'SASCO CREEK ROAD AND BEACHSIDE AVENUE, SET ON THE TOP OF THE SOUTH
 LX0819'END OF THE WEST CONCRETE ABUTMENT OF A 25-FOOT BRIDGE OVER SASCO
 LX0819'BROOK, 17 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1 1/2
 LX0819'FEET NORTH OF THE SOUTH END OF THE ABUTMENT AND ABOUT LEVEL WITH
 LX0819'THE AVENUE.
 LX0819
 LX0819                          STATION RECOVERY (1983)
 LX0819
 LX0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0819'RECOVERED IN GOOD CONDITION.
 LX0819
 LX0819                          STATION RECOVERY (1985)
 LX0819
 LX0819'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0819'RECOVERED IN GOOD CONDITION.
 LX0819
 LX0819                          STATION RECOVERY (1989)
 LX0819
 LX0819'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHB)
 LX0819'MARK NOT FOUND.
 LX0819
 LX0819                          STATION RECOVERY (1993)
 LX0819
 LX0819'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0912 ***********************************************************************
 LX0912  DESIGNATION -  J 34
 LX0912  PID         -  LX0912
 LX0912  STATE/COUNTY-  CT/NEW HAVEN
 LX0912  USGS QUAD   -  MILFORD (1984)
 LX0912
 LX0912                         *CURRENT SURVEY CONTROL
 LX0912  ___________________________________________________________________
 LX0912* NAD 83(1986)-  41 14 30.     (N)    073 01 55.     (W)     SCALED    
 LX0912* NAVD 88     -         8.013  (meters)      26.29   (feet)  ADJUSTED  
 LX0912  ___________________________________________________________________
 LX0912  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX0912  DYNAMIC HT  -           8.010 (meters)      26.28  (feet)  COMP
 LX0912  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 LX0912  OBS GRAVITY -     980,311.2   (mgal)                       GRAV_OBS
 LX0912
 LX0912  VERT ORDER  -  FIRST     CLASS I
 LX0912
 LX0912.The horizontal coordinates were scaled from a topographic map and have
 LX0912.an estimated accuracy of +/- 6 seconds.
 LX0912
 LX0912.The orthometric height was determined by differential leveling
 LX0912.and adjusted by the National Geodetic Survey in June 1991..
 LX0912
 LX0912.The geoid height was determined by GEOID03.
 LX0912
 LX0912.The dynamic height is computed by dividing the NAVD 88
 LX0912.geopotential number by the normal gravity value computed on the
 LX0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0912.degrees latitude (g = 980.6199 gals.).
 LX0912
 LX0912.The modeled gravity was interpolated from observed gravity values.
 LX0912.The observed gravity was obtained from relative gravimeter ties
 LX0912.to the IGSN71 gravity network.
 LX0912
 LX0912;                    North         East    Units  Estimated Accuracy
 LX0912;SPC CT       -   197,790.      281,170.      MT  (+/- 180 meters Scaled)
 LX0912
 LX0912                          SUPERSEDED SURVEY CONTROL
 LX0912
 LX0912  NGVD 29 (??/??/92)    8.340  (m)           27.36   (f) ADJ UNCH    1 1
 LX0912
 LX0912.Superseded values are not recommended for survey control.
 LX0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0912.See file dsdata.txt to determine how the superseded data were derived.
 LX0912
 LX0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL649674(NAD 83)
 LX0912_MARKER: DB = BENCH MARK DISK
 LX0912_SETTING: 66 = SET IN ROCK OUTCROP
 LX0912_SP_SET: ROCK OUTCROP
 LX0912_STAMPING: J 34 1965
 LX0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0912+STABILITY: POSITION/ELEVATION WELL
 LX0912
 LX0912  HISTORY     - Date     Condition        Report By
 LX0912  HISTORY     - 1965     MONUMENTED       CGS
 LX0912  HISTORY     - 1985     GOOD             USPSQD
 LX0912  HISTORY     - 1988     GOOD             USPSQD
 LX0912
 LX0912                          STATION DESCRIPTION
 LX0912
 LX0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0912'AT MILFORD.
 LX0912'AT MILFORD, AT THE JUNCTION OF U.S. HIGHWAY 1 AND ROSES MILL
 LX0912'ROAD, ABOUT 75 YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 LX0912'PARCEL POST STATION POST OFFICE AT MILFORD, SET ON THE TOP OF
 LX0912'THE HIGHEST PART OF AN OUTCROPING ROCK WHICH IS ABOUT 60 FEET
 LX0912'LONG AND FORMS A HIGH MOUND LIKE AT THE EAST END, AT THE NORTHEAST
 LX0912'END OF A ROADSIDE PARK, 90 FEET SOUTHEAST OF THE CENTER LINE OF
 LX0912'THE HIGHWAY, 75 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 LX0912'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0912
 LX0912                          STATION RECOVERY (1985)
 LX0912
 LX0912'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0912'RECOVERED IN GOOD CONDITION.
 LX0912
 LX0912                          STATION RECOVERY (1988)
 LX0912
 LX0912'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0416 ***********************************************************************
 LX0416  DESIGNATION -  J 35
 LX0416  PID         -  LX0416
 LX0416  STATE/COUNTY-  CT/NEW HAVEN
 LX0416  USGS QUAD   -  BRANFORD (1984)
 LX0416
 LX0416                         *CURRENT SURVEY CONTROL
 LX0416  ___________________________________________________________________
 LX0416* NAD 83(1986)-  41 16 47.     (N)    072 47 30.     (W)     SCALED    
 LX0416* NAVD 88     -         4.716  (meters)      15.47   (feet)  ADJUSTED  
 LX0416  ___________________________________________________________________
 LX0416  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX0416  DYNAMIC HT  -           4.715 (meters)      15.47  (feet)  COMP
 LX0416  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LX0416
 LX0416  VERT ORDER  -  FIRST     CLASS I
 LX0416
 LX0416.The horizontal coordinates were scaled from a topographic map and have
 LX0416.an estimated accuracy of +/- 6 seconds.
 LX0416
 LX0416.The orthometric height was determined by differential leveling
 LX0416.and adjusted by the National Geodetic Survey in June 1991..
 LX0416
 LX0416.The geoid height was determined by GEOID03.
 LX0416
 LX0416.The dynamic height is computed by dividing the NAVD 88
 LX0416.geopotential number by the normal gravity value computed on the
 LX0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0416.degrees latitude (g = 980.6199 gals.).
 LX0416
 LX0416.The modeled gravity was interpolated from observed gravity values.
 LX0416
 LX0416;                    North         East    Units  Estimated Accuracy
 LX0416;SPC CT       -   201,980.      301,310.      MT  (+/- 180 meters Scaled)
 LX0416
 LX0416                          SUPERSEDED SURVEY CONTROL
 LX0416
 LX0416  NGVD 29 (??/??/92)    5.027  (m)           16.49   (f) ADJ UNCH    1 1
 LX0416
 LX0416.Superseded values are not recommended for survey control.
 LX0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0416.See file dsdata.txt to determine how the superseded data were derived.
 LX0416
 LX0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL849721(NAD 83)
 LX0416_MARKER: DB = BENCH MARK DISK
 LX0416_SETTING: 66 = SET IN ROCK OUTCROP
 LX0416_SP_SET: ROCK OUTCROP
 LX0416_STAMPING: J 35 1965
 LX0416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0416+STABILITY: POSITION/ELEVATION WELL
 LX0416
 LX0416  HISTORY     - Date     Condition        Report By
 LX0416  HISTORY     - 1965     MONUMENTED       CGS
 LX0416  HISTORY     - 19910316 MARK NOT FOUND   USPSQD
 LX0416
 LX0416                          STATION DESCRIPTION
 LX0416
 LX0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0416'1.2 MI E FROM BRANFORD.
 LX0416'0.4 MILE SOUTH ALONG MONTOWESE STREET FROM THE POST OFFICE AT
 LX0416'BRANFORD, THENCE 0.8 MILE EAST ALONG DAMASCUS ROAD, ABOUT 0.55
 LX0416'MILE WEST OF THE JUNCTION OF WINDMILL ROAD, ON THE INSIDE OF A
 LX0416'CURVE, 50 FEET NORTH OF THE CENTER LINE OF THE ROAD, 51 1/2
 LX0416'FEET EAST OF TELEPHONE CABLE POLE NO. 40, 34 1/2 FEET NORTHEAST
 LX0416'OF THE NORTH END OF A 12-INCH PIPE CULVERT, SET ON THE TOP OF A
 LX0416'FLAT OUTCROP ABOUT LEVEL WITH THE GROUND, 1 FOOT NORTH OF THE
 LX0416'LINE OF TELEPHONE POLES AND 2 FEET ABOVE THE LEVEL OF THE
 LX0416'ROAD.
 LX0416
 LX0416                          STATION RECOVERY (1991)
 LX0416
 LX0416'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0109 ***********************************************************************
 LX0109  DESIGNATION -  J 36
 LX0109  PID         -  LX0109
 LX0109  STATE/COUNTY-  CT/NEW LONDON
 LX0109  USGS QUAD   -  OLD LYME (1976)
 LX0109
 LX0109                         *CURRENT SURVEY CONTROL
 LX0109  ___________________________________________________________________
 LX0109* NAD 83(1986)-  41 18 15.     (N)    072 19 44.     (W)     SCALED    
 LX0109* NAVD 88     -        12.450  (meters)      40.85   (feet)  ADJUSTED  
 LX0109  ___________________________________________________________________
 LX0109  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX0109  DYNAMIC HT  -          12.445 (meters)      40.83  (feet)  COMP
 LX0109  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 LX0109
 LX0109  VERT ORDER  -  FIRST     CLASS I
 LX0109
 LX0109.The horizontal coordinates were scaled from a topographic map and have
 LX0109.an estimated accuracy of +/- 6 seconds.
 LX0109
 LX0109.The orthometric height was determined by differential leveling
 LX0109.and adjusted by the National Geodetic Survey in June 1991..
 LX0109.WARNING-Repeat measurements at this control monument indicate possible
 LX0109.vertical movement.
 LX0109
 LX0109.The geoid height was determined by GEOID03.
 LX0109
 LX0109.The dynamic height is computed by dividing the NAVD 88
 LX0109.geopotential number by the normal gravity value computed on the
 LX0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0109.degrees latitude (g = 980.6199 gals.).
 LX0109
 LX0109.The modeled gravity was interpolated from observed gravity values.
 LX0109
 LX0109;                    North         East    Units  Estimated Accuracy
 LX0109;SPC CT       -   204,780.      340,070.      MT  (+/- 180 meters Scaled)
 LX0109
 LX0109                          SUPERSEDED SURVEY CONTROL
 LX0109
 LX0109  NGVD 29 (??/??/92)   12.771  (m)           41.90   (f) ADJ UNCH    1 1
 LX0109
 LX0109.Superseded values are not recommended for survey control.
 LX0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0109.See file dsdata.txt to determine how the superseded data were derived.
 LX0109
 LX0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL236759(NAD 83)
 LX0109_MARKER: DB = BENCH MARK DISK
 LX0109_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX0109_SP_SET: RETAINING WALL
 LX0109_STAMPING: J 36 1965
 LX0109_MARK LOGO: CGS   
 LX0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0109+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 LX0109
 LX0109  HISTORY     - Date     Condition        Report By
 LX0109  HISTORY     - 1965     MONUMENTED       CGS
 LX0109  HISTORY     - 1983     POOR             USPSQD
 LX0109  HISTORY     - 1986     GOOD             NGS
 LX0109  HISTORY     - 1987     GOOD             USPSQD
 LX0109  HISTORY     - 1988     GOOD             USPSQD
 LX0109  HISTORY     - 1988     GOOD             USPSQD
 LX0109  HISTORY     - 19891216 GOOD             USPSQD
 LX0109  HISTORY     - 19901206 GOOD             USPSQD
 LX0109  HISTORY     - 20011015 POOR             USPSQD
 LX0109  HISTORY     - 20030418 MARK NOT FOUND   USPSQD
 LX0109  HISTORY     - 20051223 GOOD             USPSQD
 LX0109
 LX0109                          STATION DESCRIPTION
 LX0109
 LX0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0109'AT LYME.
 LX0109'AT LYME, SET ON THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LX0109'GUARD RAIL BASE OF THE STATE HIGHWAY 156 OVERPASS OVER THE NEW
 LX0109'YORK, NEW HAVEN AND HARTFORD RAILROAD, DIRECTLY OVER THE EAST
 LX0109'END OF THE SOUTH ABUTMENT OF BRIDGE, 22 FEET EAST OF THE CENTER
 LX0109'LINE OF THE HIGHWAY, 19 FEET NORTH OF THE SOUTH END OF THE
 LX0109'GUARD RAIL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LX0109
 LX0109                          STATION RECOVERY (1983)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0109'MARK RECOVERED IN POOR CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (1986)
 LX0109
 LX0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0109'RECOVERED IN GOOD CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (1987)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0109'RECOVERED IN GOOD CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (1988)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0109'RECOVERED IN GOOD CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (1988)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0109'RECOVERED IN GOOD CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (1989)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0109'RECOVERED IN GOOD CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (1990)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0109'RECOVERED IN GOOD CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (2001)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0109'MARK RECOVERED IN POOR CONDITION.
 LX0109
 LX0109                          STATION RECOVERY (2003)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0109'MARK NOT FOUND.
 LX0109
 LX0109                          STATION RECOVERY (2005)
 LX0109
 LX0109'RECOVERY NOTE BY US POWER SQUADRON 2005 (WHW)
 LX0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0087 ***********************************************************************
 LX0087  DESIGNATION -  J 37
 LX0087  PID         -  LX0087
 LX0087  STATE/COUNTY-  CT/MIDDLESEX
 LX0087  USGS QUAD   -  ESSEX (1977)
 LX0087
 LX0087                         *CURRENT SURVEY CONTROL
 LX0087  ___________________________________________________________________
 LX0087* NAD 83(1986)-  41 17 44.     (N)    072 22 39.     (W)     SCALED    
 LX0087* NAVD 88     -         5.846  (meters)      19.18   (feet)  ADJUSTED  
 LX0087  ___________________________________________________________________
 LX0087  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX0087  DYNAMIC HT  -           5.844 (meters)      19.17  (feet)  COMP
 LX0087  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LX0087
 LX0087  VERT ORDER  -  FIRST     CLASS I
 LX0087
 LX0087.The horizontal coordinates were scaled from a topographic map and have
 LX0087.an estimated accuracy of +/- 6 seconds.
 LX0087
 LX0087.The orthometric height was determined by differential leveling
 LX0087.and adjusted by the National Geodetic Survey in June 1991..
 LX0087
 LX0087.The geoid height was determined by GEOID03.
 LX0087
 LX0087.The dynamic height is computed by dividing the NAVD 88
 LX0087.geopotential number by the normal gravity value computed on the
 LX0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0087.degrees latitude (g = 980.6199 gals.).
 LX0087
 LX0087.The modeled gravity was interpolated from observed gravity values.
 LX0087
 LX0087;                    North         East    Units  Estimated Accuracy
 LX0087;SPC CT       -   203,800.      336,000.      MT  (+/- 180 meters Scaled)
 LX0087
 LX0087                          SUPERSEDED SURVEY CONTROL
 LX0087
 LX0087  NGVD 29 (??/??/92)    6.155  (m)           20.19   (f) ADJ UNCH    1 1
 LX0087
 LX0087.Superseded values are not recommended for survey control.
 LX0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0087.See file dsdata.txt to determine how the superseded data were derived.
 LX0087
 LX0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL195748(NAD 83)
 LX0087_MARKER: DB = BENCH MARK DISK
 LX0087_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0087_STAMPING: J 37 1965
 LX0087_MARK LOGO: CGS   
 LX0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0087+STABILITY: SURFACE MOTION
 LX0087
 LX0087  HISTORY     - Date     Condition        Report By
 LX0087  HISTORY     - 1965     MONUMENTED       CGS
 LX0087  HISTORY     - 1984     GOOD             NGS
 LX0087  HISTORY     - 1988     GOOD             USPSQD
 LX0087  HISTORY     - 1988     GOOD             USPSQD
 LX0087  HISTORY     - 1989     GOOD             USPSQD
 LX0087  HISTORY     - 1990     GOOD             USPSQD
 LX0087  HISTORY     - 19950809 GOOD             USPSQD
 LX0087  HISTORY     - 19970118 GOOD             USPSQD
 LX0087  HISTORY     - 20010227 GOOD             USPSQD
 LX0087
 LX0087                          STATION DESCRIPTION
 LX0087
 LX0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0087'AT OLD SAYBROOK.
 LX0087'AT OLD SAYBROOK, ABOUT 100 YARDS NORTHWEST OF THE INTERSECTION
 LX0087'OF MAIN AND ELM STREET, 87 FEET WEST OF THE WEST CURB LINE OF
 LX0087'MAIN STREET, SET VERTICALLY IN THE NORTH FACE OF THE POST OFFICE
 LX0087'BUILDING, 1.8 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING
 LX0087'AND 1.3 FEET ABOVE THE LEVEL OF THE BLACK TOP DRIVE ALONG THE
 LX0087'NORTH SIDE OF THE BUILDING.
 LX0087
 LX0087                          STATION RECOVERY (1984)
 LX0087
 LX0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0087'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0087'THE POST OFFICE HAS BEEN MOVED, THE BUILDING IS NOW THE LIBRARY
 LX0087'LOUNGE.
 LX0087
 LX0087                          STATION RECOVERY (1988)
 LX0087
 LX0087'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0087'RECOVERED IN GOOD CONDITION.
 LX0087
 LX0087                          STATION RECOVERY (1988)
 LX0087
 LX0087'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0087'RECOVERED IN GOOD CONDITION.
 LX0087
 LX0087                          STATION RECOVERY (1989)
 LX0087
 LX0087'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0087'RECOVERED IN GOOD CONDITION.
 LX0087
 LX0087                          STATION RECOVERY (1990)
 LX0087
 LX0087'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0087'RECOVERED IN GOOD CONDITION.
 LX0087
 LX0087                          STATION RECOVERY (1995)
 LX0087
 LX0087'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0087'RECOVERED IN GOOD CONDITION.
 LX0087
 LX0087                          STATION RECOVERY (1997)
 LX0087
 LX0087'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0087'RECOVERED IN GOOD CONDITION.
 LX0087
 LX0087                          STATION RECOVERY (2001)
 LX0087
 LX0087'RECOVERY NOTE BY US POWER SQUADRON 2001
 LX0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0140 ***********************************************************************
 LX0140  DESIGNATION -  J 38
 LX0140  PID         -  LX0140
 LX0140  STATE/COUNTY-  CT/NEW LONDON
 LX0140  USGS QUAD   -  NIANTIC (1983)
 LX0140
 LX0140                         *CURRENT SURVEY CONTROL
 LX0140  ___________________________________________________________________
 LX0140* NAD 83(1986)-  41 20 25.     (N)    072 08 22.     (W)     SCALED    
 LX0140* NAVD 88     -         4.967  (meters)      16.30   (feet)  ADJUSTED  
 LX0140  ___________________________________________________________________
 LX0140  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0140  DYNAMIC HT  -           4.965 (meters)      16.29  (feet)  COMP
 LX0140  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LX0140
 LX0140  VERT ORDER  -  FIRST     CLASS I
 LX0140
 LX0140.The horizontal coordinates were scaled from a topographic map and have
 LX0140.an estimated accuracy of +/- 6 seconds.
 LX0140
 LX0140.The orthometric height was determined by differential leveling
 LX0140.and adjusted by the National Geodetic Survey in June 1991..
 LX0140
 LX0140.The geoid height was determined by GEOID03.
 LX0140
 LX0140.The dynamic height is computed by dividing the NAVD 88
 LX0140.geopotential number by the normal gravity value computed on the
 LX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0140.degrees latitude (g = 980.6199 gals.).
 LX0140
 LX0140.The modeled gravity was interpolated from observed gravity values.
 LX0140
 LX0140;                    North         East    Units  Estimated Accuracy
 LX0140;SPC CT       -   208,880.      355,900.      MT  (+/- 180 meters Scaled)
 LX0140
 LX0140                          SUPERSEDED SURVEY CONTROL
 LX0140
 LX0140  NGVD 29 (??/??/92)    5.269  (m)           17.29   (f) ADJ UNCH    1 1
 LX0140
 LX0140.Superseded values are not recommended for survey control.
 LX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0140.See file dsdata.txt to determine how the superseded data were derived.
 LX0140
 LX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL393804(NAD 83)
 LX0140_MARKER: DB = BENCH MARK DISK
 LX0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0140_SP_SET: CULVERT
 LX0140_STAMPING: J 38 1965
 LX0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0140+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0140
 LX0140  HISTORY     - Date     Condition        Report By
 LX0140  HISTORY     - 1965     MONUMENTED       CGS
 LX0140  HISTORY     - 1988     GOOD             USPSQD
 LX0140  HISTORY     - 1989     GOOD             USPSQD
 LX0140  HISTORY     - 19901206 GOOD             USPSQD
 LX0140  HISTORY     - 20010415 GOOD             USPSQD
 LX0140  HISTORY     - 20030421 GOOD             USPSQD
 LX0140
 LX0140                          STATION DESCRIPTION
 LX0140
 LX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0140'AT WATERFORD.
 LX0140'AT WATERFORD, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 156 FROM
 LX0140'THE FIRST BAPTIST CHURCH, 0.1 MILE WEST OF THE INTERSECTION OF
 LX0140'THE HIGHWAY AND GREAT NECK ROAD, (STATE HIGHWAY 213), SET ON
 LX0140'THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A
 LX0140'14-FOOT BOX CULVERT FOR JORDAN BROOK, 25 FEET SOUTH OF THE
 LX0140'CENTER LINE OF THE HIGHWAY AND 2 1/2 FEET ABOVE THE LEVEL OF
 LX0140'THE HIGHWAY.
 LX0140
 LX0140                          STATION RECOVERY (1988)
 LX0140
 LX0140'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0140'RECOVERED IN GOOD CONDITION.
 LX0140
 LX0140                          STATION RECOVERY (1989)
 LX0140
 LX0140'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0140'RECOVERED IN GOOD CONDITION.
 LX0140
 LX0140                          STATION RECOVERY (1990)
 LX0140
 LX0140'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0140'RECOVERED IN GOOD CONDITION.
 LX0140
 LX0140                          STATION RECOVERY (2001)
 LX0140
 LX0140'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0140'RECOVERED IN GOOD CONDITION.
 LX0140
 LX0140                          STATION RECOVERY (2003)
 LX0140
 LX0140'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0435 ***********************************************************************
 LX0435  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0435  DESIGNATION -  J 4
 LX0435  PID         -  LX0435
 LX0435  STATE/COUNTY-  CT/NEW HAVEN
 LX0435  USGS QUAD   -  GUILFORD (1984)
 LX0435
 LX0435                         *CURRENT SURVEY CONTROL
 LX0435  ___________________________________________________________________
 LX0435* NAD 83(1986)-  41 16 36.     (N)    072 40 04.     (W)     SCALED    
 LX0435* NAVD 88     -         1.620  (meters)       5.32   (feet)  ADJUSTED  
 LX0435  ___________________________________________________________________
 LX0435  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX0435  DYNAMIC HT  -           1.619 (meters)       5.31  (feet)  COMP
 LX0435  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 LX0435
 LX0435  VERT ORDER  -  FIRST     CLASS I
 LX0435
 LX0435.The horizontal coordinates were scaled from a topographic map and have
 LX0435.an estimated accuracy of +/- 6 seconds.
 LX0435
 LX0435.The orthometric height was determined by differential leveling
 LX0435.and adjusted by the National Geodetic Survey in June 1991..
 LX0435
 LX0435.This Tidal Bench Mark is designated as VM 12440
 LX0435.by the Center for Operational Oceanographic Products and Services.
 LX0435
 LX0435.The geoid height was determined by GEOID03.
 LX0435
 LX0435.The dynamic height is computed by dividing the NAVD 88
 LX0435.geopotential number by the normal gravity value computed on the
 LX0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0435.degrees latitude (g = 980.6199 gals.).
 LX0435
 LX0435.The modeled gravity was interpolated from observed gravity values.
 LX0435
 LX0435;                    North         East    Units  Estimated Accuracy
 LX0435;SPC CT       -   201,640.      311,690.      MT  (+/- 180 meters Scaled)
 LX0435
 LX0435                          SUPERSEDED SURVEY CONTROL
 LX0435
 LX0435  NGVD 29 (??/??/92)    1.927  (m)            6.32   (f) ADJ UNCH    1 1
 LX0435
 LX0435.Superseded values are not recommended for survey control.
 LX0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0435.See file dsdata.txt to determine how the superseded data were derived.
 LX0435
 LX0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL953720(NAD 83)
 LX0435_MARKER: DB = BENCH MARK DISK
 LX0435_SETTING: 66 = SET IN ROCK OUTCROP
 LX0435_SP_SET: ROCK OUTCROP
 LX0435_STAMPING: ELEV 6.322 FT J 4 1922
 LX0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0435+STABILITY: POSITION/ELEVATION WELL
 LX0435
 LX0435  HISTORY     - Date     Condition        Report By
 LX0435  HISTORY     - 1922     MONUMENTED       CGS
 LX0435  HISTORY     - 1965     GOOD             NGS
 LX0435
 LX0435                          STATION DESCRIPTION
 LX0435
 LX0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0435'AT GUILFORD.
 LX0435'AT GUILFORD, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0435'RAILROAD, ABOUT 0.25 MILE EAST OF THE STATION, ABOUT 0.2 MILE
 LX0435'EAST OF MILEPOST NH 17, 125 FEET SOUTHWEST OF THE SOUTH LEG
 LX0435'OF A SEMAPHORE BRIDGE OVER THE TRACK, ALONG THE NORTHEAST SIDE
 LX0435'OF A VERY SMALL STREAM, SET ON THE TOP OF A FLAT ROCK OUTCROP
 LX0435'WHICH COVERES THE WHOLE AREA FROM THE STREAM TO THE TRACKS,
 LX0435'72 FEET SOUTH OF THE SOUTH RAIL AND 3 FEET BELOW THE LEVEL OF THE
 LX0435'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1678 ***********************************************************************
 LX1678  DESIGNATION -  J 49
 LX1678  PID         -  LX1678
 LX1678  STATE/COUNTY-  CT/HARTFORD
 LX1678  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1678
 LX1678                         *CURRENT SURVEY CONTROL
 LX1678  ___________________________________________________________________
 LX1678* NAD 83(1986)-  41 58 38.     (N)    072 39 07.     (W)     SCALED    
 LX1678* NAVD 88     -        44.973  (meters)     147.55   (feet)  ADJUSTED  
 LX1678  ___________________________________________________________________
 LX1678  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX1678  DYNAMIC HT  -          44.960 (meters)     147.51  (feet)  COMP
 LX1678  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 LX1678  OBS GRAVITY -     980,337.4   (mgal)                       GRAV_OBS
 LX1678
 LX1678  VERT ORDER  -  FIRST     CLASS II
 LX1678
 LX1678.The horizontal coordinates were scaled from a topographic map and have
 LX1678.an estimated accuracy of +/- 6 seconds.
 LX1678
 LX1678.The orthometric height was determined by differential leveling
 LX1678.and adjusted by the National Geodetic Survey in June 1991..
 LX1678
 LX1678.The geoid height was determined by GEOID03.
 LX1678
 LX1678.The dynamic height is computed by dividing the NAVD 88
 LX1678.geopotential number by the normal gravity value computed on the
 LX1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1678.degrees latitude (g = 980.6199 gals.).
 LX1678
 LX1678.The modeled gravity was interpolated from observed gravity values.
 LX1678.The observed gravity was obtained from relative gravimeter ties
 LX1678.to the IGSN71 gravity network.
 LX1678
 LX1678;                    North         East    Units  Estimated Accuracy
 LX1678;SPC CT       -   279,450.      312,930.      MT  (+/- 180 meters Scaled)
 LX1678
 LX1678                          SUPERSEDED SURVEY CONTROL
 LX1678
 LX1678.No superseded survey control is available for this station.
 LX1678
 LX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM945499(NAD 83)
 LX1678_MARKER: DB = BENCH MARK DISK
 LX1678_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1678_SP_SET: FOUNDATION
 LX1678_STAMPING: J 49 1978
 LX1678_MARK LOGO: NGS   
 LX1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1678
 LX1678  HISTORY     - Date     Condition        Report By
 LX1678  HISTORY     - 1978     MONUMENTED       NGS
 LX1678  HISTORY     - 1984     GOOD             NGS
 LX1678
 LX1678                          STATION DESCRIPTION
 LX1678
 LX1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1678'IN SUFFIELD.
 LX1678'0.3 MILE SOUTH ALONG STATE HIGHWAY 75 FROM THE CIVIL WAR MONUMENT
 LX1678'AT THE JUNCTION OF STATE HIGHWAY 75 AND 190 IN SUFFIELD TO THE
 LX1678'MARK ON THE LEFT, SET IN THE BASEMENT WINDOW VENT AT THE SOUTHEAST
 LX1678'CORNER OF ST. JOSEPHS CHURCH, 63 FEET SOUTH OF A FLAG POLE, 19
 LX1678'FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE DOORS TO THE CHURCH,
 LX1678'9.5 FEET SOUTHEAST OF THE SOUTHEAST PILLAR OF THE CHURCH, 6 FEET
 LX1678'NORTH OF THE CORNER STONE DATED 1952.
 LX1678
 LX1678                          STATION RECOVERY (1984)
 LX1678
 LX1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0110 ***********************************************************************
 LX0110  DESIGNATION -  J 5
 LX0110  PID         -  LX0110
 LX0110  STATE/COUNTY-  CT/NEW LONDON
 LX0110  USGS QUAD   -  OLD LYME (1976)
 LX0110
 LX0110                         *CURRENT SURVEY CONTROL
 LX0110  ___________________________________________________________________
 LX0110* NAD 83(1986)-  41 18 11.     (N)    072 19 35.     (W)     SCALED    
 LX0110* NAVD 88     -         6.902  (meters)      22.64   (feet)  ADJUSTED  
 LX0110  ___________________________________________________________________
 LX0110  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX0110  DYNAMIC HT  -           6.899 (meters)      22.63  (feet)  COMP
 LX0110  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 LX0110
 LX0110  VERT ORDER  -  FIRST     CLASS I
 LX0110
 LX0110.The horizontal coordinates were scaled from a topographic map and have
 LX0110.an estimated accuracy of +/- 6 seconds.
 LX0110
 LX0110.The orthometric height was determined by differential leveling
 LX0110.and adjusted by the National Geodetic Survey in June 1991..
 LX0110
 LX0110.The geoid height was determined by GEOID03.
 LX0110
 LX0110.The dynamic height is computed by dividing the NAVD 88
 LX0110.geopotential number by the normal gravity value computed on the
 LX0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0110.degrees latitude (g = 980.6199 gals.).
 LX0110
 LX0110.The modeled gravity was interpolated from observed gravity values.
 LX0110
 LX0110;                    North         East    Units  Estimated Accuracy
 LX0110;SPC CT       -   204,650.      340,280.      MT  (+/- 180 meters Scaled)
 LX0110
 LX0110                          SUPERSEDED SURVEY CONTROL
 LX0110
 LX0110  NGVD 29 (??/??/92)    7.210  (m)           23.65   (f) ADJ UNCH    1 1
 LX0110
 LX0110.Superseded values are not recommended for survey control.
 LX0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0110.See file dsdata.txt to determine how the superseded data were derived.
 LX0110
 LX0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL238758(NAD 83)
 LX0110_MARKER: DB = BENCH MARK DISK
 LX0110_SETTING: 66 = SET IN ROCK OUTCROP
 LX0110_SP_SET: ROCK OUTCROP
 LX0110_STAMPING: J 5 1922 ELV. 23.655 FT.
 LX0110_MARK LOGO: CGS   
 LX0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0110+STABILITY: POSITION/ELEVATION WELL
 LX0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0110+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 LX0110
 LX0110  HISTORY     - Date     Condition        Report By
 LX0110  HISTORY     - 1922     MONUMENTED       CGS
 LX0110  HISTORY     - 1965     GOOD             NGS
 LX0110  HISTORY     - 1983     GOOD             USPSQD
 LX0110  HISTORY     - 1986     GOOD             NGS
 LX0110  HISTORY     - 1987     GOOD             USPSQD
 LX0110  HISTORY     - 1988     GOOD             USPSQD
 LX0110  HISTORY     - 1988     GOOD             USPSQD
 LX0110  HISTORY     - 19891216 GOOD             USPSQD
 LX0110  HISTORY     - 19901206 GOOD             USPSQD
 LX0110  HISTORY     - 20011015 GOOD             USPSQD
 LX0110  HISTORY     - 20030418 MARK NOT FOUND   USPSQD
 LX0110
 LX0110                          STATION DESCRIPTION
 LX0110
 LX0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0110'AT LYME.
 LX0110'AT LYME, ALONG THE NEW YORK NEW HAVEN AND HARTFORD RAILROAD,
 LX0110'ABOUT 0.2 MILE SOUTHEAST OF THE STATE HIGHWAY 156 OVERPASS, ABOUT
 LX0110'5 1/2 RAILS SOUTHEAST OF THE SOUTHEAST END OF THE OLD LYME ROAD
 LX0110'OVERPASS, 5 RAILS SOUTHEAST OF MILEPOST NH 36, SET IN THE TOP
 LX0110'OF A LARGE SLOPING LEDGE OF ROCK, 34.2 FEET NORTHEAST OF THE
 LX0110'NORTHEAST RAIL, AT THE WEST CORNER OF THE OLD LYME COUNTRY CLUB
 LX0110'GOLF COURSE AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
 LX0110
 LX0110                          STATION RECOVERY (1983)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (1986)
 LX0110
 LX0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (1987)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (1988)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (1988)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (1989)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (1990)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (2001)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0110'RECOVERED IN GOOD CONDITION.
 LX0110
 LX0110                          STATION RECOVERY (2003)
 LX0110
 LX0110'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1653 ***********************************************************************
 LX1653  DESIGNATION -  J 50
 LX1653  PID         -  LX1653
 LX1653  STATE/COUNTY-  CT/HARTFORD
 LX1653  USGS QUAD   -  NEW BRITAIN (1992)
 LX1653
 LX1653                         *CURRENT SURVEY CONTROL
 LX1653  ___________________________________________________________________
 LX1653* NAD 83(1986)-  41 40 56.     (N)    072 46 04.     (W)     SCALED    
 LX1653* NAVD 88     -        51.147  (meters)     167.80   (feet)  ADJUSTED  
 LX1653  ___________________________________________________________________
 LX1653  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX1653  DYNAMIC HT  -          51.131 (meters)     167.75  (feet)  COMP
 LX1653  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 LX1653
 LX1653  VERT ORDER  -  FIRST     CLASS II
 LX1653
 LX1653.The horizontal coordinates were scaled from a topographic map and have
 LX1653.an estimated accuracy of +/- 6 seconds.
 LX1653
 LX1653.The orthometric height was determined by differential leveling
 LX1653.and adjusted by the National Geodetic Survey in June 1991..
 LX1653
 LX1653.The geoid height was determined by GEOID03.
 LX1653
 LX1653.The dynamic height is computed by dividing the NAVD 88
 LX1653.geopotential number by the normal gravity value computed on the
 LX1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1653.degrees latitude (g = 980.6199 gals.).
 LX1653
 LX1653.The modeled gravity was interpolated from observed gravity values.
 LX1653
 LX1653;                    North         East    Units  Estimated Accuracy
 LX1653;SPC CT       -   246,680.      303,320.      MT  (+/- 180 meters Scaled)
 LX1653
 LX1653                          SUPERSEDED SURVEY CONTROL
 LX1653
 LX1653.No superseded survey control is available for this station.
 LX1653
 LX1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM857169(NAD 83)
 LX1653_MARKER: DB = BENCH MARK DISK
 LX1653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1653_SP_SET: FOUNDATION
 LX1653_STAMPING: J 50 1978
 LX1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1653+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 LX1653
 LX1653  HISTORY     - Date     Condition        Report By
 LX1653  HISTORY     - 1978     MONUMENTED       NGS
 LX1653  HISTORY     - 20050512 GOOD             GEOCAC
 LX1653
 LX1653                          STATION DESCRIPTION
 LX1653
 LX1653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1653'IN NEW BRITAIN.
 LX1653'1.0 MILE NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST MAIN
 LX1653'STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE MARK ON THE RIGHT, SET
 LX1653'AT THE SOUTHEAST SIDE OF THE OFFICE BUILDING OF ST. MARYS CEMETERY
 LX1653'IN THE ENTRANCE STEPS TO THE LADIES REST ROOM, 34.5 FEET NORTHEAST
 LX1653'OF THE CENTER OF PAVED DRIVE WAY AND ENTRANCE TO CEMETERY, 52.5
 LX1653'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 71, 5 FEET SOUTHWEST
 LX1653'OF THE SOUTHWEST CORNER OF A BASEMENT WINDOW VENT, 3 FEET SOUTHEAST
 LX1653'OF THE ENTRANCE DOOR TO THE REST ROOM.
 LX1653
 LX1653                          STATION RECOVERY (2005)
 LX1653
 LX1653'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LX1653'THE ENTRANCE IS NO LONGER IDENTIFIED AS THE LADIES REST ROOM. HANDHELD
 LX1653'COORDINATES ARE N41-40-56.64 W072-46-03.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1627 ***********************************************************************
 LX1627  DESIGNATION -  J 51
 LX1627  PID         -  LX1627
 LX1627  STATE/COUNTY-  CT/NEW HAVEN
 LX1627  USGS QUAD   -  MOUNT CARMEL (1984)
 LX1627
 LX1627                         *CURRENT SURVEY CONTROL
 LX1627  ___________________________________________________________________
 LX1627* NAD 83(1986)-  41 23 03.     (N)    072 52 29.     (W)     SCALED    
 LX1627* NAVD 88     -         5.297  (meters)      17.38   (feet)  ADJUSTED  
 LX1627  ___________________________________________________________________
 LX1627  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX1627  DYNAMIC HT  -           5.296 (meters)      17.38  (feet)  COMP
 LX1627  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 LX1627
 LX1627  VERT ORDER  -  FIRST     CLASS II
 LX1627
 LX1627.The horizontal coordinates were scaled from a topographic map and have
 LX1627.an estimated accuracy of +/- 6 seconds.
 LX1627
 LX1627.The orthometric height was determined by differential leveling
 LX1627.and adjusted by the National Geodetic Survey in June 1991..
 LX1627
 LX1627.The geoid height was determined by GEOID03.
 LX1627
 LX1627.The dynamic height is computed by dividing the NAVD 88
 LX1627.geopotential number by the normal gravity value computed on the
 LX1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1627.degrees latitude (g = 980.6199 gals.).
 LX1627
 LX1627.The modeled gravity was interpolated from observed gravity values.
 LX1627
 LX1627;                    North         East    Units  Estimated Accuracy
 LX1627;SPC CT       -   213,580.      294,370.      MT  (+/- 180 meters Scaled)
 LX1627
 LX1627                          SUPERSEDED SURVEY CONTROL
 LX1627
 LX1627.No superseded survey control is available for this station.
 LX1627
 LX1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL777835(NAD 83)
 LX1627_MARKER: DB = BENCH MARK DISK
 LX1627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1627_SP_SET: STAINLESS STEEL ROD
 LX1627_STAMPING: J 51 1978
 LX1627_MARK LOGO: NGS   
 LX1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1627
 LX1627  HISTORY     - Date     Condition        Report By
 LX1627  HISTORY     - 1978     MONUMENTED       NGS
 LX1627  HISTORY     - 1985     GOOD             NGS
 LX1627
 LX1627                          STATION DESCRIPTION
 LX1627
 LX1627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1627'1.35 MILE SW FROM NORTH HAVEN.
 LX1627'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE POST OFFICE IN
 LX1627'NORTH HAVEN, THENCE 0.6 MILE EAST ALONG STATE HIGHWAYS 5 AND 22
 LX1627'WHICH IS ALSO BROADWAY TO THE JUNCTION OF HIGHWAYS 5 AND 22,
 LX1627'THENCE 0.45 MILE SOUTHWEST ALONG HIGHWAY 5 WHICH IS ALSO STATE
 LX1627'STREET TO THE MARK ON THE LEFT, 2 FEET SOUTH OF POWER POLE NUMBER
 LX1627'1750 WITH STREET LIGHTS AND GUY WIRE, 12 FEET WEST OF GUY WIRE
 LX1627'OF THE POWER POLE, 22 FEET EAST OF THE CENTER LINE OF HIGHWAY
 LX1627'5, 40.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 LX1627'BLOCK BUILDING, ROBBYS FIX-IT SHOP, ROD DRIVEN TO REFUSAL.
 LX1627
 LX1627                          STATION RECOVERY (1985)
 LX1627
 LX1627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1466 ***********************************************************************
 MZ1466  DESIGNATION -  J 53
 MZ1466  PID         -  MZ1466
 MZ1466  STATE/COUNTY-  CT/LITCHFIELD
 MZ1466  USGS QUAD   -  SOUTH SANDISFIELD (1969)
 MZ1466
 MZ1466                         *CURRENT SURVEY CONTROL
 MZ1466  ___________________________________________________________________
 MZ1466* NAD 83(1996)-  42 00 22.41938(N)    073 14 22.68551(W)     ADJUSTED  
 MZ1466* NAVD 88     -       255.812  (meters)     839.28   (feet)  ADJUSTED  
 MZ1466  ___________________________________________________________________
 MZ1466  LAPLACE CORR-           9.67  (seconds)                    DEFLEC99
 MZ1466  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 MZ1466  DYNAMIC HT  -         255.722 (meters)     838.98  (feet)  COMP
 MZ1466  MODELED GRAV-     980,264.5   (mgal)                       NAVD 88
 MZ1466
 MZ1466  HORZ ORDER  -  SECOND
 MZ1466  VERT ORDER  -  FIRST     CLASS II
 MZ1466
 MZ1466.The horizontal coordinates were established by classical geodetic methods
 MZ1466.and adjusted by the National Geodetic Survey in August 1998..
 MZ1466
 MZ1466.The orthometric height was determined by differential leveling
 MZ1466.and adjusted by the National Geodetic Survey in June 1991..
 MZ1466
 MZ1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1466
 MZ1466.The geoid height was determined by GEOID03.
 MZ1466
 MZ1466.The dynamic height is computed by dividing the NAVD 88
 MZ1466.geopotential number by the normal gravity value computed on the
 MZ1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1466.degrees latitude (g = 980.6199 gals.).
 MZ1466
 MZ1466.The modeled gravity was interpolated from observed gravity values.
 MZ1466
 MZ1466;                    North         East     Units Scale Factor Converg.
 MZ1466;SPC CT       -   282,779.575   264,237.467   MT  1.00001712   -0 19 28.8
 MZ1466;SPC CT       -   927,752.66    866,919.09   sFT  1.00001712   -0 19 28.8
 MZ1466;SPC MA M     -   863,230.531    55,898.255   MT  0.99997028   -1 10 06.8
 MZ1466;SPC MA M     - 2,832,115.50    183,392.86   sFT  0.99997028   -1 10 06.8
 MZ1466;UTM  18      - 4,651,966.581   645,777.474   MT  0.99986150   +1 10 41.7
 MZ1466
 MZ1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1466!SPC CT       -   0.99996449  x   1.00001712  =   0.99998161
 MZ1466!SPC MA M     -   0.99996449  x   0.99997028  =   0.99993478
 MZ1466!UTM  18      -   0.99996449  x   0.99986150  =   0.99982600
 MZ1466
 MZ1466                          SUPERSEDED SURVEY CONTROL
 MZ1466
 MZ1466  NAD 83(1996)-  42 00 22.41938(N)    073 14 22.68559(W) AD(       ) 2
 MZ1466  NAD 83(1992)-  42 00 22.42042(N)    073 14 22.68613(W) AD(       ) 2
 MZ1466  NAD 83(1992)-  42 00 22.42077(N)    073 14 22.68641(W) AD(       ) 2
 MZ1466  NAD 83(1986)-  42 00 22.41934(N)    073 14 22.68723(W) AD(       ) 2
 MZ1466  NAD 83(1986)-  42 00 22.41916(N)    073 14 22.68734(W) AD(       ) 2
 MZ1466  NGVD 29 (07/14/89)  256.15   (m)          840.4    (f) LEVELING    3  
 MZ1466
 MZ1466.Superseded values are not recommended for survey control.
 MZ1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1466.See file dsdata.txt to determine how the superseded data were derived.
 MZ1466
 MZ1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4577751967(NAD 83)
 MZ1466_MARKER: DB = BENCH MARK DISK
 MZ1466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MZ1466_SP_SET: HEADWALL
 MZ1466_STAMPING: J 53 1984
 MZ1466_MARK LOGO: NGS   
 MZ1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1466+STABILITY: SURFACE MOTION
 MZ1466
 MZ1466  HISTORY     - Date     Condition        Report By
 MZ1466  HISTORY     - 1984     MONUMENTED       CTGS
 MZ1466  HISTORY     - 1984     GOOD             NGS
 MZ1466
 MZ1466                          STATION DESCRIPTION
 MZ1466
 MZ1466'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1984 (AJK)
 MZ1466'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 MZ1466'NORTHEAST OF SOUTH CANAAN, 4.4 KM (2.75 MI) SOUTH OF NORTH NORFOLK
 MZ1466'AND 4.0 KM (2.5 MI) EAST OF EAST CANAAN.
 MZ1466'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 MZ1466'EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24
 MZ1466'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 MZ1466'
 MZ1466'TO REACH THE STATION FROM NORFOLK AT THE NORTH INTERSECTION OF U.S.
 MZ1466'ROUTE 44 (GREENWOODS ROAD WEST) AND STATE ROUTE 272 (NORTH STREET)
 MZ1466'PROCEED WESTERLY ALONG U.S. ROUTE 44 FOR 3.4 KM (2.12 MI) TO THE
 MZ1466'STATION ON THE LEFT.
 MZ1466'
 MZ1466'THE STATION IS A STANDARD NGS VERTICAL CONTROL DISK
 MZ1466'STAMPED---J 53 1984---,
 MZ1466'SET INTO THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A BOX
 MZ1466'CULVERT UNDER THE HIGHWAY. LOCATED
 MZ1466'29.63 METERS (97.2 FT) SOUTHWEST FROM A POWER POLE 442,
 MZ1466'15.03 METERS (49.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE 443,
 MZ1466'24.48 METERS (80.3 FT) EAST FROM A POWER POLE 444,
 MZ1466'4.57 METERS (15.0 FT) SOUTH FROM THE CENTERLINE OF U.S. ROUTE 44 AND
 MZ1466'0.3 METER (1.0 FT) WEST FROM THE EAST END OF THE HEADWALL.
 MZ1466'
 MZ1466'A SHORT TRAVERSE TIE WAS MADE FROM 6239 CTGS.
 MZ1466'
 MZ1466'DESCRIBED BY R JORDAN.
 MZ1466
 MZ1466                          STATION RECOVERY (1984)
 MZ1466
 MZ1466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ1466'4.2 KM (2.6 MI) NW FROM NORFOLK.
 MZ1466'4.2 KM (2.6 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN
 MZ1466'NORFOLK TO THE MARK ON THE LEFT, IN TOP OF THE EAST END OF THE SOUTH
 MZ1466'HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY, 4.57 METERS (15.0 FT)
 MZ1466'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT) WEST OF TH
 MZ1466'EAST END OF THE HEADWALL.
 MZ1466'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 MZ1466'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1865 ***********************************************************************
 LX1865  DESIGNATION -  J 54
 LX1865  PID         -  LX1865
 LX1865  STATE/COUNTY-  CT/FAIRFIELD
 LX1865  USGS QUAD   -  NORWALK NORTH (1975)
 LX1865
 LX1865                         *CURRENT SURVEY CONTROL
 LX1865  ___________________________________________________________________
 LX1865* NAD 83(1986)-  41 10 12.     (N)    073 25 01.     (W)     SCALED    
 LX1865* NAVD 88     -        42.554  (meters)     139.61   (feet)  ADJUSTED  
 LX1865  ___________________________________________________________________
 LX1865  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX1865  DYNAMIC HT  -          42.540 (meters)     139.57  (feet)  COMP
 LX1865  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 LX1865
 LX1865  VERT ORDER  -  FIRST     CLASS II
 LX1865
 LX1865.The horizontal coordinates were scaled from a topographic map and have
 LX1865.an estimated accuracy of +/- 6 seconds.
 LX1865
 LX1865.The orthometric height was determined by differential leveling
 LX1865.and adjusted by the National Geodetic Survey in June 1991..
 LX1865
 LX1865.The geoid height was determined by GEOID03.
 LX1865
 LX1865.The dynamic height is computed by dividing the NAVD 88
 LX1865.geopotential number by the normal gravity value computed on the
 LX1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1865.degrees latitude (g = 980.6199 gals.).
 LX1865
 LX1865.The modeled gravity was interpolated from observed gravity values.
 LX1865
 LX1865;                    North         East    Units  Estimated Accuracy
 LX1865;SPC CT       -   190,010.      248,830.      MT  (+/- 180 meters Scaled)
 LX1865
 LX1865                          SUPERSEDED SURVEY CONTROL
 LX1865
 LX1865.No superseded survey control is available for this station.
 LX1865
 LX1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327588(NAD 83)
 LX1865_MARKER: DB = BENCH MARK DISK
 LX1865_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1865_SP_SET: ABUTMENT
 LX1865_STAMPING: J 54 1984
 LX1865_MARK LOGO: NGS   
 LX1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1865
 LX1865  HISTORY     - Date     Condition        Report By
 LX1865  HISTORY     - 1984     MONUMENTED       NGS
 LX1865
 LX1865                          STATION DESCRIPTION
 LX1865
 LX1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1865'2.6 KM (1.65 MI) SOUTH FROM WILTON.
 LX1865'2.6 KM (1.65 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1865'WILTON, THENCE 0.1 KM (0.05 MI) WEST ALONG GRUMMAN HILL ROAD TO THE
 LX1865'MARK ON THE RIGHT, IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF A
 LX1865'BRIDGE OVER THE NORWALK RIVER, 5.64 METERS (18.5 FT) NORTH OF THE
 LX1865'CENTERLINE OF THE ROAD, 0.27 METER (0.9 FT) EAST OF THE WEST EDGE OF
 LX1865'THE ABUTMENT.
 LX1865'THE MARK IS 0.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2019 ***********************************************************************
 LX2019  DESIGNATION -  J 55
 LX2019  PID         -  LX2019
 LX2019  STATE/COUNTY-  CT/LITCHFIELD
 LX2019  USGS QUAD   -  NEW HARTFORD (1984)
 LX2019
 LX2019                         *CURRENT SURVEY CONTROL
 LX2019  ___________________________________________________________________
 LX2019* NAD 83(1986)-  41 55 53.     (N)    072 55 14.     (W)     SCALED    
 LX2019* NAVD 88     -       318.842  (meters)    1046.07   (feet)  ADJUSTED  
 LX2019  ___________________________________________________________________
 LX2019  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 LX2019  DYNAMIC HT  -         318.743 (meters)    1045.74  (feet)  COMP
 LX2019  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 LX2019
 LX2019  VERT ORDER  -  FIRST     CLASS II
 LX2019
 LX2019.The horizontal coordinates were scaled from a topographic map and have
 LX2019.an estimated accuracy of +/- 6 seconds.
 LX2019
 LX2019.The orthometric height was determined by differential leveling
 LX2019.and adjusted by the National Geodetic Survey in June 1991..
 LX2019
 LX2019.The geoid height was determined by GEOID03.
 LX2019
 LX2019.The dynamic height is computed by dividing the NAVD 88
 LX2019.geopotential number by the normal gravity value computed on the
 LX2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2019.degrees latitude (g = 980.6199 gals.).
 LX2019
 LX2019.The modeled gravity was interpolated from observed gravity values.
 LX2019
 LX2019;                    North         East    Units  Estimated Accuracy
 LX2019;SPC CT       -   274,370.      290,660.      MT  (+/- 180 meters Scaled)
 LX2019
 LX2019                          SUPERSEDED SURVEY CONTROL
 LX2019
 LX2019.No superseded survey control is available for this station.
 LX2019
 LX2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM724442(NAD 83)
 LX2019_MARKER: DB = BENCH MARK DISK
 LX2019_SETTING: 66 = SET IN ROCK OUTCROP
 LX2019_SP_SET: ROCK OUTCROP
 LX2019_STAMPING: J 55 1984
 LX2019_MARK LOGO: NGS   
 LX2019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2019+STABILITY: POSITION/ELEVATION WELL
 LX2019
 LX2019  HISTORY     - Date     Condition        Report By
 LX2019  HISTORY     - 1984     MONUMENTED       NGS
 LX2019
 LX2019                          STATION DESCRIPTION
 LX2019
 LX2019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2019'7.1 KM (4.45 MI) SW FROM WEST GRANBY.
 LX2019'7.1 KM (4.45 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION
 LX2019'OF STATE HIGHWAY 20 IN WEST GRANBY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2019'THE NORTH END OF EXPOSED OUTCROP, DIRECTLY ACROSS THE HIGHWAY FROM
 LX2019'POWER POLE 1769, 5.50 METERS (18.0 FT) WEST OF THE CENTERLINE OF THE
 LX2019'HIGHWAY, 14.50 METERS (47.5 FT) NORTH OF THE CENTER OF A PAVED DRIVE
 LX2019'WAY LEADING TO HOUSE 50.
 LX2019'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 LX2019'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1675 ***********************************************************************
 LW1675  DESIGNATION -  J 56
 LW1675  PID         -  LW1675
 LW1675  STATE/COUNTY-  CT/WINDHAM
 LW1675  USGS QUAD   -  PUTNAM (1970)
 LW1675
 LW1675                         *CURRENT SURVEY CONTROL
 LW1675  ___________________________________________________________________
 LW1675* NAD 83(1986)-  41 55 57.     (N)    071 57 04.     (W)     SCALED    
 LW1675* NAVD 88     -       110.649  (meters)     363.02   (feet)  ADJUSTED  
 LW1675  ___________________________________________________________________
 LW1675  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW1675  DYNAMIC HT  -         110.612 (meters)     362.90  (feet)  COMP
 LW1675  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 LW1675
 LW1675  VERT ORDER  -  FIRST     CLASS II
 LW1675
 LW1675.The horizontal coordinates were scaled from a topographic map and have
 LW1675.an estimated accuracy of +/- 6 seconds.
 LW1675
 LW1675.The orthometric height was determined by differential leveling
 LW1675.and adjusted by the National Geodetic Survey in June 1991..
 LW1675
 LW1675.The geoid height was determined by GEOID03.
 LW1675
 LW1675.The dynamic height is computed by dividing the NAVD 88
 LW1675.geopotential number by the normal gravity value computed on the
 LW1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1675.degrees latitude (g = 980.6199 gals.).
 LW1675
 LW1675.The modeled gravity was interpolated from observed gravity values.
 LW1675
 LW1675;                    North         East    Units  Estimated Accuracy
 LW1675;SPC CT       -   274,780.      371,060.      MT  (+/- 180 meters Scaled)
 LW1675
 LW1675                          SUPERSEDED SURVEY CONTROL
 LW1675
 LW1675.No superseded survey control is available for this station.
 LW1675
 LW1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG553464(NAD 83)
 LW1675_MARKER: DB = BENCH MARK DISK
 LW1675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1675_SP_SET: HEADWALL
 LW1675_STAMPING: J 56 1984
 LW1675_MARK LOGO: NGS   
 LW1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1675+STABILITY: SURFACE MOTION
 LW1675
 LW1675  HISTORY     - Date     Condition        Report By
 LW1675  HISTORY     - 1984     MONUMENTED       NGS
 LW1675  HISTORY     - 1986     GOOD             NGS
 LW1675  HISTORY     - 19961207 GOOD             USPSQD
 LW1675
 LW1675                          STATION DESCRIPTION
 LW1675
 LW1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1675'1.1 KM (0.7 MI) SE FROM SOUTH WOODSTOCK.
 LW1675'1.1 KM (0.7 MI) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION OF
 LW1675'STATE HIGHWAY 169 IN SOUTH WOODSTOCK TO THE MARK ON THE RIGHT, IN TOP
 LW1675'OF THE SOUTHEAST CORNER OF THE HEADWALL OF A BOX CULVERT, 7.92 METERS
 LW1675'(26.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.89 METERS (9.5 FT)
 LW1675'NORTHEAST OF POWER POLE 55, 0.91 METER (3.0 FT) NORTH OF A BARB WIRE
 LW1675'FENCE.
 LW1675'THE MARK IS 1.52 METERS  S FROM A WITNESS POST.
 LW1675'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1675
 LW1675                          STATION RECOVERY (1986)
 LW1675
 LW1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1675'RECOVERED IN GOOD CONDITION.
 LW1675
 LW1675                          STATION RECOVERY (1996)
 LW1675
 LW1675'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1901 ***********************************************************************
 LX1901  DESIGNATION -  J 57
 LX1901  PID         -  LX1901
 LX1901  STATE/COUNTY-  CT/FAIRFIELD
 LX1901  USGS QUAD   -  DANBURY (1984)
 LX1901
 LX1901                         *CURRENT SURVEY CONTROL
 LX1901  ___________________________________________________________________
 LX1901* NAD 83(1986)-  41 26 26.     (N)    073 23 56.     (W)     SCALED    
 LX1901* NAVD 88     -        96.981  (meters)     318.18   (feet)  ADJUSTED  
 LX1901  ___________________________________________________________________
 LX1901  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX1901  DYNAMIC HT  -          96.949 (meters)     318.07  (feet)  COMP
 LX1901  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX1901
 LX1901  VERT ORDER  -  FIRST     CLASS II
 LX1901
 LX1901.The horizontal coordinates were scaled from a topographic map and have
 LX1901.an estimated accuracy of +/- 6 seconds.
 LX1901
 LX1901.The orthometric height was determined by differential leveling
 LX1901.and adjusted by the National Geodetic Survey in June 1991..
 LX1901
 LX1901.The geoid height was determined by GEOID03.
 LX1901
 LX1901.The dynamic height is computed by dividing the NAVD 88
 LX1901.geopotential number by the normal gravity value computed on the
 LX1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1901.degrees latitude (g = 980.6199 gals.).
 LX1901
 LX1901.The modeled gravity was interpolated from observed gravity values.
 LX1901
 LX1901;                    North         East    Units  Estimated Accuracy
 LX1901;SPC CT       -   220,040.      250,570.      MT  (+/- 180 meters Scaled)
 LX1901
 LX1901                          SUPERSEDED SURVEY CONTROL
 LX1901
 LX1901.No superseded survey control is available for this station.
 LX1901
 LX1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL337889(NAD 83)
 LX1901_MARKER: DB = BENCH MARK DISK
 LX1901_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX1901_SP_SET: BRIDGE GUARD RAIL
 LX1901_STAMPING: J 57 1984
 LX1901_MARK LOGO: NGS   
 LX1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1901
 LX1901  HISTORY     - Date     Condition        Report By
 LX1901  HISTORY     - 1984     MONUMENTED       NGS
 LX1901
 LX1901                          STATION DESCRIPTION
 LX1901
 LX1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1901'5.0 KM (3.1 MI) SOUTH FROM BROOKFIELD.
 LX1901'5.0 KM (3.1 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1901'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, IN TOP OF THE NORTH
 LX1901'END OF THE EAST GUARD RAIL OF THE NORTH BOUND HIGHWAY BRIDGE OVER
 LX1901'GRAYS BRIDGE ROAD, 7.62 METERS (25.0 FT) EAST OF THE CENTERLINE OF THE
 LX1901'NORTH BOUND LANE OF THE HIGHWAY, 12.64 METERS (41.5 FT) SOUTH OF THE
 LX1901'NORTH END OF THE BRIDGE.
 LX1901'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1977 ***********************************************************************
 LX1977  DESIGNATION -  J 58
 LX1977  PID         -  LX1977
 LX1977  STATE/COUNTY-  CT/LITCHFIELD
 LX1977  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1977
 LX1977                         *CURRENT SURVEY CONTROL
 LX1977  ___________________________________________________________________
 LX1977* NAD 83(1986)-  41 56 40.     (N)    073 21 33.     (W)     SCALED    
 LX1977* NAVD 88     -       202.241  (meters)     663.52   (feet)  ADJUSTED  
 LX1977  ___________________________________________________________________
 LX1977  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX1977  DYNAMIC HT  -         202.171 (meters)     663.29  (feet)  COMP
 LX1977  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 LX1977
 LX1977  VERT ORDER  -  FIRST     CLASS II
 LX1977
 LX1977.The horizontal coordinates were scaled from a topographic map and have
 LX1977.an estimated accuracy of +/- 6 seconds.
 LX1977
 LX1977.The orthometric height was determined by differential leveling
 LX1977.and adjusted by the National Geodetic Survey in June 1991..
 LX1977
 LX1977.The geoid height was determined by GEOID03.
 LX1977
 LX1977.The dynamic height is computed by dividing the NAVD 88
 LX1977.geopotential number by the normal gravity value computed on the
 LX1977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1977.degrees latitude (g = 980.6199 gals.).
 LX1977
 LX1977.The modeled gravity was interpolated from observed gravity values.
 LX1977
 LX1977;                    North         East    Units  Estimated Accuracy
 LX1977;SPC CT       -   275,980.      254,290.      MT  (+/- 180 meters Scaled)
 LX1977
 LX1977                          SUPERSEDED SURVEY CONTROL
 LX1977
 LX1977.No superseded survey control is available for this station.
 LX1977
 LX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM360449(NAD 83)
 LX1977_MARKER: DB = BENCH MARK DISK
 LX1977_SETTING: 66 = SET IN ROCK OUTCROP
 LX1977_SP_SET: ROCK OUTCROP
 LX1977_STAMPING: J 58 1984
 LX1977_MARK LOGO: NGS   
 LX1977_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1977+STABILITY: POSITION/ELEVATION WELL
 LX1977
 LX1977  HISTORY     - Date     Condition        Report By
 LX1977  HISTORY     - 1984     MONUMENTED       NGS
 LX1977
 LX1977                          STATION DESCRIPTION
 LX1977
 LX1977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1977'11.7 KM (7.25 MI) SOUTH FROM CANAAN.
 LX1977'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1977'CANAAN, THENCE 10.9 KM (6.8 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1977'ON THE LEFT, 9.45 METERS (31.0 FT) EAST OF THE CENTERLINE OF THE
 LX1977'HIGHWAY, 60.66 METERS (199.0 FT) NORTH OF THE CENTER OF THE JUNCTION
 LX1977'OF SIX ROD ROAD, 19.08 METERS (62.6 FT) NORTH OF UTILITY POLE 2069C.
 LX1977'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 LX1977'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1953 ***********************************************************************
 LX1953  DESIGNATION -  J 59
 LX1953  PID         -  LX1953
 LX1953  STATE/COUNTY-  CT/LITCHFIELD
 LX1953  USGS QUAD   -  ELLSWORTH (1969)
 LX1953
 LX1953                         *CURRENT SURVEY CONTROL
 LX1953  ___________________________________________________________________
 LX1953* NAD 83(1986)-  41 46 35.     (N)    073 25 06.     (W)     SCALED    
 LX1953* NAVD 88     -       123.626  (meters)     405.60   (feet)  ADJUSTED  
 LX1953  ___________________________________________________________________
 LX1953  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX1953  DYNAMIC HT  -         123.581 (meters)     405.45  (feet)  COMP
 LX1953  MODELED GRAV-     980,253.8   (mgal)                       NAVD 88
 LX1953
 LX1953  VERT ORDER  -  FIRST     CLASS II
 LX1953
 LX1953.The horizontal coordinates were scaled from a topographic map and have
 LX1953.an estimated accuracy of +/- 6 seconds.
 LX1953
 LX1953.The orthometric height was determined by differential leveling
 LX1953.and adjusted by the National Geodetic Survey in June 1991..
 LX1953
 LX1953.The geoid height was determined by GEOID03.
 LX1953
 LX1953.The dynamic height is computed by dividing the NAVD 88
 LX1953.geopotential number by the normal gravity value computed on the
 LX1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1953.degrees latitude (g = 980.6199 gals.).
 LX1953
 LX1953.The modeled gravity was interpolated from observed gravity values.
 LX1953
 LX1953;                    North         East    Units  Estimated Accuracy
 LX1953;SPC CT       -   257,350.      249,240.      MT  (+/- 180 meters Scaled)
 LX1953
 LX1953                          SUPERSEDED SURVEY CONTROL
 LX1953
 LX1953.No superseded survey control is available for this station.
 LX1953
 LX1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM314261(NAD 83)
 LX1953_MARKER: DB = BENCH MARK DISK
 LX1953_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1953_SP_SET: WINGWALL
 LX1953_STAMPING: J 59 1984
 LX1953_MARK LOGO: NGS   
 LX1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1953+STABILITY: SURFACE MOTION
 LX1953
 LX1953  HISTORY     - Date     Condition        Report By
 LX1953  HISTORY     - 1984     MONUMENTED       NGS
 LX1953
 LX1953                          STATION DESCRIPTION
 LX1953
 LX1953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1953'6.6 KM (4.1 MI) SW FROM CORNWALL BRIDGE.
 LX1953'6.6 KM (4.1 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1953'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE EAST WINGWALL
 LX1953'OF THE BRIDGE OVER KENT FALLS BROOK, 7.47 METERS (24.5 FT) SOUTHEAST
 LX1953'OF THE CENTERLINE OF THE HIGHWAY, 1.86 METERS (6.1 FT) SOUTH OF
 LX1953'UTILITY POLE 7415.
 LX1953'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0181 ***********************************************************************
 LX0181  DESIGNATION -  J 6
 LX0181  PID         -  LX0181
 LX0181  STATE/COUNTY-  CT/NEW LONDON
 LX0181  USGS QUAD   -  NEW LONDON (1984)
 LX0181
 LX0181                         *CURRENT SURVEY CONTROL
 LX0181  ___________________________________________________________________
 LX0181* NAD 83(1986)-  41 20 25.     (N)    072 02 02.     (W)     SCALED    
 LX0181* NAVD 88     -         4.513  (meters)      14.81   (feet)  ADJUSTED  
 LX0181  ___________________________________________________________________
 LX0181  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX0181  DYNAMIC HT  -           4.512 (meters)      14.80  (feet)  COMP
 LX0181  MODELED GRAV-     980,275.7   (mgal)                       NAVD 88
 LX0181
 LX0181  VERT ORDER  -  FIRST     CLASS I
 LX0181
 LX0181.The horizontal coordinates were scaled from a topographic map and have
 LX0181.an estimated accuracy of +/- 6 seconds.
 LX0181
 LX0181.The orthometric height was determined by differential leveling
 LX0181.and adjusted by the National Geodetic Survey in June 1991..
 LX0181
 LX0181.The geoid height was determined by GEOID03.
 LX0181
 LX0181.The dynamic height is computed by dividing the NAVD 88
 LX0181.geopotential number by the normal gravity value computed on the
 LX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0181.degrees latitude (g = 980.6199 gals.).
 LX0181
 LX0181.The modeled gravity was interpolated from observed gravity values.
 LX0181
 LX0181;                    North         East    Units  Estimated Accuracy
 LX0181;SPC CT       -   208,950.      364,740.      MT  (+/- 180 meters Scaled)
 LX0181
 LX0181                          SUPERSEDED SURVEY CONTROL
 LX0181
 LX0181  NGVD 29 (??/??/92)    4.804  (m)           15.76   (f) ADJ UNCH    1 1
 LX0181
 LX0181.Superseded values are not recommended for survey control.
 LX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0181.See file dsdata.txt to determine how the superseded data were derived.
 LX0181
 LX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL481807(NAD 83)
 LX0181_MARKER: DB = BENCH MARK DISK
 LX0181_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0181_SP_SET: BRIDGE ABUTMENT
 LX0181_STAMPING: J 6 1922 ELEV 15.778 FT ELV
 LX0181_MARK LOGO: CGS   
 LX0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0181
 LX0181  HISTORY     - Date     Condition        Report By
 LX0181  HISTORY     - 1922     MONUMENTED       CGS
 LX0181  HISTORY     - 1965     GOOD             NGS
 LX0181  HISTORY     - 1969     GOOD             NGS
 LX0181  HISTORY     - 1983     GOOD             USPSQD
 LX0181  HISTORY     - 1986     GOOD             NGS
 LX0181  HISTORY     - 1988     GOOD             USPSQD
 LX0181  HISTORY     - 1989     GOOD             USPSQD
 LX0181  HISTORY     - 1990     GOOD             USPSQD
 LX0181  HISTORY     - 19900310 GOOD             USPSQD
 LX0181
 LX0181                          STATION DESCRIPTION
 LX0181
 LX0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0181'1 MI SE FROM GROTON.
 LX0181'ABOUT 0.7 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0181'AT GROTON, THENCE 0.35 MILE SOUTH ALONG DEPOT ROAD, ALONG THE
 LX0181'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, AT MIDWAY SWITCHYARD,
 LX0181'SET ON THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 LX0181'ABUTMENT OF RAILROAD OVERPASS NO. 4.46 OVER A GRAVELED ROAD,
 LX0181'29.5 FEET SOUTHWEST AND ACROSS SIDE TRACK FROM THE SOUTHWEST
 LX0181'RAIL OF THE SOUTHEAST BOUND TRACK, AND ABOUT 1 FOOT BELOW THE
 LX0181'LEVEL OF THE TRACK.
 LX0181
 LX0181                          STATION RECOVERY (1969)
 LX0181
 LX0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LX0181'RECOVERED IN GOOD CONDITION.
 LX0181
 LX0181                          STATION RECOVERY (1983)
 LX0181
 LX0181'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0181'RECOVERED IN GOOD CONDITION.
 LX0181
 LX0181                          STATION RECOVERY (1986)
 LX0181
 LX0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0181'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0181'THE BUILDING IS NO LONGER THE POST OFFICE, IT IS NOW OFFICE BUILDING
 LX0181'NUMBER 1028 AND THE MENTIONED GRAVELED ROAD IS NOW PAVED AT THIS
 LX0181'LOCATION.  ADD--37.09 METERS (121.7 FT) WEST OF BENCH MARK 3497 CTGS
 LX0181'WHICH IS DESCRIBED.
 LX0181
 LX0181                          STATION RECOVERY (1988)
 LX0181
 LX0181'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0181'RECOVERED IN GOOD CONDITION.
 LX0181
 LX0181                          STATION RECOVERY (1989)
 LX0181
 LX0181'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0181'RECOVERED IN GOOD CONDITION.
 LX0181
 LX0181                          STATION RECOVERY (1990)
 LX0181
 LX0181'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0181'RECOVERED IN GOOD CONDITION.
 LX0181
 LX0181                          STATION RECOVERY (1990)
 LX0181
 LX0181'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1936 ***********************************************************************
 LX1936  DESIGNATION -  J 62
 LX1936  PID         -  LX1936
 LX1936  STATE/COUNTY-  CT/LITCHFIELD
 LX1936  USGS QUAD   -  KENT (1971)
 LX1936
 LX1936                         *CURRENT SURVEY CONTROL
 LX1936  ___________________________________________________________________
 LX1936* NAD 83(1986)-  41 39 44.     (N)    073 29 35.     (W)     SCALED    
 LX1936* NAVD 88     -        93.254  (meters)     305.95   (feet)  ADJUSTED  
 LX1936  ___________________________________________________________________
 LX1936  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX1936  DYNAMIC HT  -          93.222 (meters)     305.85  (feet)  COMP
 LX1936  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 LX1936
 LX1936  VERT ORDER  -  FIRST     CLASS II
 LX1936
 LX1936.The horizontal coordinates were scaled from a topographic map and have
 LX1936.an estimated accuracy of +/- 6 seconds.
 LX1936
 LX1936.The orthometric height was determined by differential leveling
 LX1936.and adjusted by the National Geodetic Survey in June 1991..
 LX1936
 LX1936.The geoid height was determined by GEOID03.
 LX1936
 LX1936.The dynamic height is computed by dividing the NAVD 88
 LX1936.geopotential number by the normal gravity value computed on the
 LX1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1936.degrees latitude (g = 980.6199 gals.).
 LX1936
 LX1936.The modeled gravity was interpolated from observed gravity values.
 LX1936
 LX1936;                    North         East    Units  Estimated Accuracy
 LX1936;SPC CT       -   244,720.      242,920.      MT  (+/- 180 meters Scaled)
 LX1936
 LX1936                          SUPERSEDED SURVEY CONTROL
 LX1936
 LX1936.No superseded survey control is available for this station.
 LX1936
 LX1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM254133(NAD 83)
 LX1936_MARKER: DB = BENCH MARK DISK
 LX1936_SETTING: 66 = SET IN ROCK OUTCROP
 LX1936_SP_SET: ROCK OUTCROP
 LX1936_STAMPING: J 62 1984
 LX1936_MARK LOGO: NGS   
 LX1936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1936+STABILITY: POSITION/ELEVATION WELL
 LX1936
 LX1936  HISTORY     - Date     Condition        Report By
 LX1936  HISTORY     - 1984     MONUMENTED       NGS
 LX1936
 LX1936                          STATION DESCRIPTION
 LX1936
 LX1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1936'2.1 KM (1.3 MI) NW FROM GAYLORDSVILLE.
 LX1936'2.1 KM (1.3 MI) NORTHWEST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1936'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE RIGHT, IN TOP OF
 LX1936'EXPOSED ROCK OUTCROP, BETWEEN UTILITY POLES 393 AND 394, 6.10 METERS
 LX1936'(20.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.29 METERS
 LX1936'(43.6 FT) SOUTH OF UTILITY POLE 394.
 LX1936'THE MARK IS 1.85 METERS  SE FROM A WITNESS POST.
 LX1936'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2071 ***********************************************************************
 LX2071  DESIGNATION -  J 63
 LX2071  PID         -  LX2071
 LX2071  STATE/COUNTY-  CT/TOLLAND
 LX2071  USGS QUAD   -  ELLINGTON (1984)
 LX2071
 LX2071                         *CURRENT SURVEY CONTROL
 LX2071  ___________________________________________________________________
 LX2071* NAD 83(1986)-  41 59 03.     (N)    072 27 39.     (W)     SCALED    
 LX2071* NAVD 88     -        75.181  (meters)     246.66   (feet)  ADJUSTED  
 LX2071  ___________________________________________________________________
 LX2071  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX2071  DYNAMIC HT  -          75.158 (meters)     246.58  (feet)  COMP
 LX2071  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 LX2071
 LX2071  VERT ORDER  -  FIRST     CLASS II
 LX2071
 LX2071.The horizontal coordinates were scaled from a topographic map and have
 LX2071.an estimated accuracy of +/- 6 seconds.
 LX2071
 LX2071.The orthometric height was determined by differential leveling
 LX2071.and adjusted by the National Geodetic Survey in June 1991..
 LX2071
 LX2071.The geoid height was determined by GEOID03.
 LX2071
 LX2071.The dynamic height is computed by dividing the NAVD 88
 LX2071.geopotential number by the normal gravity value computed on the
 LX2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2071.degrees latitude (g = 980.6199 gals.).
 LX2071
 LX2071.The modeled gravity was interpolated from observed gravity values.
 LX2071
 LX2071;                    North         East    Units  Estimated Accuracy
 LX2071;SPC CT       -   280,250.      328,770.      MT  (+/- 180 meters Scaled)
 LX2071
 LX2071                          SUPERSEDED SURVEY CONTROL
 LX2071
 LX2071.No superseded survey control is available for this station.
 LX2071
 LX2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM103511(NAD 83)
 LX2071_MARKER: I = METAL ROD
 LX2071_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2071_SP_SET: STAINLESS STEEL ROD
 LX2071_STAMPING: J 63 1984
 LX2071_MARK LOGO: NGS   
 LX2071_PROJECTION: FLUSH
 LX2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2071_ROD/PIPE-DEPTH: 15.8 meters
 LX2071
 LX2071  HISTORY     - Date     Condition        Report By
 LX2071  HISTORY     - 1984     MONUMENTED       NGS
 LX2071  HISTORY     - 1986     GOOD             NGS
 LX2071
 LX2071                          STATION DESCRIPTION
 LX2071
 LX2071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2071'1.4 KM (0.85 MI) WEST FROM SOMERS.
 LX2071'1.4 KM (0.85 MI) WEST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2071'SOMERS TO THE MARK ON THE LEFT, 8.38 METERS (27.5 FT) SOUTH OF THE
 LX2071'CENTERLINE OF THE HIGHWAY, 32.40 METERS (106.3 FT) EAST OF THE
 LX2071'NORTHWEST CORNER STONE OF THE WEST CEMETERY, 12.74 METERS (41.8 FT)
 LX2071'NORTHWEST OF THE NORTHWEST CORNER OF THE RED DENISON FAMILY HEAD
 LX2071'STONE, 0.64 METER (2.1 FT) EAST OF THE SOUTH POST OF A SOMERS TOWN
 LX2071'LINE SIGN.
 LX2071'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2071
 LX2071                          STATION RECOVERY (1986)
 LX2071
 LX2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2118 ***********************************************************************
 LX2118  DESIGNATION -  J 64
 LX2118  PID         -  LX2118
 LX2118  STATE/COUNTY-  CT/NEW LONDON
 LX2118  USGS QUAD   -  NORWICH (1983)
 LX2118
 LX2118                         *CURRENT SURVEY CONTROL
 LX2118  ___________________________________________________________________
 LX2118* NAD 83(1986)-  41 36 23.     (N)    072 00 50.     (W)     SCALED    
 LX2118* NAVD 88     -        88.014  (meters)     288.76   (feet)  ADJUSTED  
 LX2118  ___________________________________________________________________
 LX2118  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX2118  DYNAMIC HT  -          87.984 (meters)     288.66  (feet)  COMP
 LX2118  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 LX2118
 LX2118  VERT ORDER  -  FIRST     CLASS II
 LX2118
 LX2118.The horizontal coordinates were scaled from a topographic map and have
 LX2118.an estimated accuracy of +/- 6 seconds.
 LX2118
 LX2118.The orthometric height was determined by differential leveling
 LX2118.and adjusted by the National Geodetic Survey in June 1991..
 LX2118
 LX2118.The geoid height was determined by GEOID03.
 LX2118
 LX2118.The dynamic height is computed by dividing the NAVD 88
 LX2118.geopotential number by the normal gravity value computed on the
 LX2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2118.degrees latitude (g = 980.6199 gals.).
 LX2118
 LX2118.The modeled gravity was interpolated from observed gravity values.
 LX2118
 LX2118;                    North         East    Units  Estimated Accuracy
 LX2118;SPC CT       -   238,520.      366,160.      MT  (+/- 180 meters Scaled)
 LX2118
 LX2118                          SUPERSEDED SURVEY CONTROL
 LX2118
 LX2118.No superseded survey control is available for this station.
 LX2118
 LX2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM488103(NAD 83)
 LX2118_MARKER: DB = BENCH MARK DISK
 LX2118_SETTING: 66 = SET IN ROCK OUTCROP
 LX2118_SP_SET: ROCK OUTCROP
 LX2118_STAMPING: J 64 1984
 LX2118_MARK LOGO: NGS   
 LX2118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2118+STABILITY: POSITION/ELEVATION WELL
 LX2118
 LX2118  HISTORY     - Date     Condition        Report By
 LX2118  HISTORY     - 1984     MONUMENTED       NGS
 LX2118  HISTORY     - 19901014 GOOD             USPSQD
 LX2118  HISTORY     - 20060523 GOOD             USPSQD
 LX2118
 LX2118                          STATION DESCRIPTION
 LX2118
 LX2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2118'2.5 KM (1.55 MI) WEST FROM JEWETT CITY.
 LX2118'2.5 KM (1.55 MI) WEST ALONG STATE HIGHWAY 138 WEST FROM THE JUNCTION
 LX2118'OF STATE HIGHWAY 12 IN JEWETT CITY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2118'BEDROCK ON THE EAST SIDE OF A GRAVEL ENTRANCE DRIVE OF A TWO STORY
 LX2118'FRAME HOUSE, 12.95 METERS (42.5 FT) NORTH OF THE CENTERLINE OF THE
 LX2118'HIGHWAY, 11.73 METERS (38.5 FT) EAST OF THE CENTER OF THE DRIVE,
 LX2118'8.53 METERS (28.0 FT) NORTH-NORTHWEST OF POWER POLE 373.
 LX2118'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX2118'THE MARK IS 1.06 M ABOVE HIGHWAY.
 LX2118
 LX2118                          STATION RECOVERY (1990)
 LX2118
 LX2118'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2118'RECOVERED IN GOOD CONDITION.
 LX2118
 LX2118                          STATION RECOVERY (2006)
 LX2118
 LX2118'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX2118'FOUND GOOD.  IN DESCRIPTION, POLE 373 IS NUMBER 1373.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2148 ***********************************************************************
 LX2148  DESIGNATION -  J 65
 LX2148  PID         -  LX2148
 LX2148  STATE/COUNTY-  CT/TOLLAND
 LX2148  USGS QUAD   -  COLUMBIA (1984)
 LX2148
 LX2148                         *CURRENT SURVEY CONTROL
 LX2148  ___________________________________________________________________
 LX2148* NAD 83(1986)-  41 43 16.     (N)    072 17 10.     (W)     SCALED    
 LX2148* NAVD 88     -        87.340  (meters)     286.55   (feet)  ADJUSTED  
 LX2148  ___________________________________________________________________
 LX2148  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX2148  DYNAMIC HT  -          87.309 (meters)     286.45  (feet)  COMP
 LX2148  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LX2148
 LX2148  VERT ORDER  -  FIRST     CLASS II
 LX2148
 LX2148.The horizontal coordinates were scaled from a topographic map and have
 LX2148.an estimated accuracy of +/- 6 seconds.
 LX2148
 LX2148.The orthometric height was determined by differential leveling
 LX2148.and adjusted by the National Geodetic Survey in June 1991..
 LX2148
 LX2148.The geoid height was determined by GEOID03.
 LX2148
 LX2148.The dynamic height is computed by dividing the NAVD 88
 LX2148.geopotential number by the normal gravity value computed on the
 LX2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2148.degrees latitude (g = 980.6199 gals.).
 LX2148
 LX2148.The modeled gravity was interpolated from observed gravity values.
 LX2148
 LX2148;                    North         East    Units  Estimated Accuracy
 LX2148;SPC CT       -   251,100.      343,400.      MT  (+/- 180 meters Scaled)
 LX2148
 LX2148                          SUPERSEDED SURVEY CONTROL
 LX2148
 LX2148.No superseded survey control is available for this station.
 LX2148
 LX2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM257223(NAD 83)
 LX2148_MARKER: DB = BENCH MARK DISK
 LX2148_SETTING: 66 = SET IN ROCK OUTCROP
 LX2148_SP_SET: ROCK OUTCROP
 LX2148_STAMPING: J 65 1984
 LX2148_MARK LOGO: NGS   
 LX2148_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2148+STABILITY: POSITION/ELEVATION WELL
 LX2148
 LX2148  HISTORY     - Date     Condition        Report By
 LX2148  HISTORY     - 1984     MONUMENTED       NGS
 LX2148  HISTORY     - 1986     GOOD             NGS
 LX2148
 LX2148                          STATION DESCRIPTION
 LX2148
 LX2148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2148'6.1 KM (3.8 MI) WEST FROM WILLIMANTIC.
 LX2148'6.1 KM (3.8 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2148'WILLIMANTIC TO THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP 0.91 BY
 LX2148'6.4 METER (3 BY 21 FT), 0.3 KM (0.2 MI) WEST OF THE JUNCTION OF STATE
 LX2148'HIGHWAY 66 AND INTERSTATE 84, 6.19 METERS (20.3 FT) SOUTH OF THE
 LX2148'CENTERLINE OF THE HIGHWAY, 3.38 METERS (11.1 FT) WEST OF THE EAST END
 LX2148'OF THE ROCK OUTCROP.
 LX2148'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX2148'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2148
 LX2148                          STATION RECOVERY (1986)
 LX2148
 LX2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2105 ***********************************************************************
 LX2105  DESIGNATION -  J 66
 LX2105  PID         -  LX2105
 LX2105  STATE/COUNTY-  CT/TOLLAND
 LX2105  USGS QUAD   -  WESTFORD (1983)
 LX2105
 LX2105                         *CURRENT SURVEY CONTROL
 LX2105  ___________________________________________________________________
 LX2105* NAD 83(1986)-  41 59 27.     (N)    072 07 30.     (W)     SCALED    
 LX2105* NAVD 88     -       242.695  (meters)     796.24   (feet)  ADJUSTED  
 LX2105  ___________________________________________________________________
 LX2105  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX2105  DYNAMIC HT  -         242.616 (meters)     795.98  (feet)  COMP
 LX2105  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 LX2105
 LX2105  VERT ORDER  -  FIRST     CLASS II
 LX2105
 LX2105.The horizontal coordinates were scaled from a topographic map and have
 LX2105.an estimated accuracy of +/- 6 seconds.
 LX2105
 LX2105.The orthometric height was determined by differential leveling
 LX2105.and adjusted by the National Geodetic Survey in June 1991..
 LX2105
 LX2105.The geoid height was determined by GEOID03.
 LX2105
 LX2105.The dynamic height is computed by dividing the NAVD 88
 LX2105.geopotential number by the normal gravity value computed on the
 LX2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2105.degrees latitude (g = 980.6199 gals.).
 LX2105
 LX2105.The modeled gravity was interpolated from observed gravity values.
 LX2105
 LX2105;                    North         East    Units  Estimated Accuracy
 LX2105;SPC CT       -   281,140.      356,590.      MT  (+/- 180 meters Scaled)
 LX2105
 LX2105                          SUPERSEDED SURVEY CONTROL
 LX2105
 LX2105.No superseded survey control is available for this station.
 LX2105
 LX2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM381527(NAD 83)
 LX2105_MARKER: DB = BENCH MARK DISK
 LX2105_SETTING: 66 = SET IN ROCK OUTCROP
 LX2105_SP_SET: ROCK OUTCROP
 LX2105_STAMPING: J 66 1984
 LX2105_MARK LOGO: NGS   
 LX2105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2105+STABILITY: POSITION/ELEVATION WELL
 LX2105
 LX2105  HISTORY     - Date     Condition        Report By
 LX2105  HISTORY     - 1984     MONUMENTED       NGS
 LX2105
 LX2105                          STATION DESCRIPTION
 LX2105
 LX2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2105'3.1 KM (1.95 MI) EAST FROM UNION.
 LX2105'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2105'CHURCH OF UNION IN UNION, THENCE 2.7 KM (1.65 MI) EAST ALONG STATE
 LX2105'HIGHWAY 171 TO THE MARK ON THE LEFT, IN TOP OF A LARGE FLAT ROCK
 LX2105'OUTCROP, 10.82 METERS (35.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX2105'HIGHWAY, 18.29 METERS (60.0 FT) SOUTHEAST OF THE NORTHWEST END OF A
 LX2105'WIRE CABLE GUARD RAIL, 6.40 METERS (21.0 FT) EAST OF A 38-CM (15-IN)
 LX2105'TRIANGULAR BLAZED OAK TREE, 0.88 METER (2.9 FT) SOUTHEAST OF THE
 LX2105'NORTHWEST EDGE OF THE ROCK.
 LX2105'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 LX2105'THE MARK IS 0.7 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2212 ***********************************************************************
 LX2212  DESIGNATION -  J 67
 LX2212  PID         -  LX2212
 LX2212  STATE/COUNTY-  CT/MIDDLESEX
 LX2212  USGS QUAD   -  MIDDLETOWN (1992)
 LX2212
 LX2212                         *CURRENT SURVEY CONTROL
 LX2212  ___________________________________________________________________
 LX2212* NAD 83(1986)-  41 33 13.     (N)    072 38 42.     (W)     SCALED    
 LX2212* NAVD 88     -         9.269  (meters)      30.41   (feet)  ADJUSTED  
 LX2212  ___________________________________________________________________
 LX2212  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX2212  DYNAMIC HT  -           9.266 (meters)      30.40  (feet)  COMP
 LX2212  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX2212
 LX2212  VERT ORDER  -  FIRST     CLASS II
 LX2212
 LX2212.The horizontal coordinates were scaled from a topographic map and have
 LX2212.an estimated accuracy of +/- 6 seconds.
 LX2212
 LX2212.The orthometric height was determined by differential leveling
 LX2212.and adjusted by the National Geodetic Survey in June 1991..
 LX2212
 LX2212.The geoid height was determined by GEOID03.
 LX2212
 LX2212.The dynamic height is computed by dividing the NAVD 88
 LX2212.geopotential number by the normal gravity value computed on the
 LX2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2212.degrees latitude (g = 980.6199 gals.).
 LX2212
 LX2212.The modeled gravity was interpolated from observed gravity values.
 LX2212
 LX2212;                    North         East    Units  Estimated Accuracy
 LX2212;SPC CT       -   232,400.      313,560.      MT  (+/- 180 meters Scaled)
 LX2212
 LX2212                          SUPERSEDED SURVEY CONTROL
 LX2212
 LX2212.No superseded survey control is available for this station.
 LX2212
 LX2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM963028(NAD 83)
 LX2212_MARKER: DB = BENCH MARK DISK
 LX2212_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2212_SP_SET: PIER
 LX2212_STAMPING: J 67 1984
 LX2212_MARK LOGO: NGS   
 LX2212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2212
 LX2212  HISTORY     - Date     Condition        Report By
 LX2212  HISTORY     - 1984     MONUMENTED       NGS
 LX2212
 LX2212                          STATION DESCRIPTION
 LX2212
 LX2212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2212'0.8 KM (0.5 MI) SOUTH FROM MIDDLETOWN.
 LX2212'0.8 KM (0.5 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2212'MIDDLETOWN TO THE MARK ON THE RIGHT, IN TOP OF THE NORTH END OF THE
 LX2212'BASE OF A ROW OF PIERS FOR AN OVERPASS BRIDGE, 10.06 METERS (33.0 FT)
 LX2212'WEST OF THE CENTERLINE OF THE HIGHWAY, 0.76 METER (2.5 FT) WEST OF THE
 LX2212'EAST EDGE OF THE BASE, 0.37 METERS (1.2 FT) SOUTH OF THE NORTH END OF
 LX2212'THE BASE.
 LX2212'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2190 ***********************************************************************
 LX2190  DESIGNATION -  J 68
 LX2190  PID         -  LX2190
 LX2190  STATE/COUNTY-  CT/HARTFORD
 LX2190  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2190
 LX2190                         *CURRENT SURVEY CONTROL
 LX2190  ___________________________________________________________________
 LX2190* NAD 83(1986)-  41 46 10.     (N)    072 39 06.     (W)     SCALED    
 LX2190* NAVD 88     -        10.398  (meters)      34.11   (feet)  ADJUSTED  
 LX2190  ___________________________________________________________________
 LX2190  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX2190  DYNAMIC HT  -          10.395 (meters)      34.10  (feet)  COMP
 LX2190  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 LX2190
 LX2190  VERT ORDER  -  FIRST     CLASS II
 LX2190
 LX2190.The horizontal coordinates were scaled from a topographic map and have
 LX2190.an estimated accuracy of +/- 6 seconds.
 LX2190
 LX2190.The orthometric height was determined by differential leveling
 LX2190.and adjusted by the National Geodetic Survey in June 1991..
 LX2190
 LX2190.The geoid height was determined by GEOID03.
 LX2190
 LX2190.The dynamic height is computed by dividing the NAVD 88
 LX2190.geopotential number by the normal gravity value computed on the
 LX2190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2190.degrees latitude (g = 980.6199 gals.).
 LX2190
 LX2190.The modeled gravity was interpolated from observed gravity values.
 LX2190
 LX2190;                    North         East    Units  Estimated Accuracy
 LX2190;SPC CT       -   256,370.      312,980.      MT  (+/- 180 meters Scaled)
 LX2190
 LX2190                          SUPERSEDED SURVEY CONTROL
 LX2190
 LX2190.No superseded survey control is available for this station.
 LX2190
 LX2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM951268(NAD 83)
 LX2190_MARKER: DB = BENCH MARK DISK
 LX2190_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2190_SP_SET: BRIDGE ABUTMENT
 LX2190_STAMPING: J 68 1984
 LX2190_MARK LOGO: NGS   
 LX2190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2190
 LX2190  HISTORY     - Date     Condition        Report By
 LX2190  HISTORY     - 1984     MONUMENTED       NGS
 LX2190  HISTORY     - 1986     GOOD             NGS
 LX2190
 LX2190                          STATION DESCRIPTION
 LX2190
 LX2190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2190'IN EAST HARTFORD.
 LX2190'IN EAST HARTFORD, ALONG U.S. HIGHWAY 44 (CONNECTICUT BLVD), IN TOP OF
 LX2190'THE NORTH END OF THE WEST ABUTMENT OF A HIGHWAY BRIDGE OVER THE
 LX2190'INTERSTATE 84 AND STATE HIGHWAY 2 INTERCHANGES, 2.04 METERS (6.7 FT)
 LX2190'NORTH OF THE NORTH CURB OF THE HIGHWAY.
 LX2190'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX2190
 LX2190                          STATION RECOVERY (1986)
 LX2190
 LX2190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2250 ***********************************************************************
 LX2250  DESIGNATION -  J 69
 LX2250  PID         -  LX2250
 LX2250  STATE/COUNTY-  CT/MIDDLESEX
 LX2250  USGS QUAD   -  ESSEX (1977)
 LX2250
 LX2250                         *CURRENT SURVEY CONTROL
 LX2250  ___________________________________________________________________
 LX2250* NAD 83(1986)-  41 21 16.     (N)    072 25 05.     (W)     SCALED    
 LX2250* NAVD 88     -         7.692  (meters)      25.24   (feet)  ADJUSTED  
 LX2250  ___________________________________________________________________
 LX2250  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX2250  DYNAMIC HT  -           7.689 (meters)      25.23  (feet)  COMP
 LX2250  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX2250
 LX2250  VERT ORDER  -  FIRST     CLASS II
 LX2250
 LX2250.The horizontal coordinates were scaled from a topographic map and have
 LX2250.an estimated accuracy of +/- 6 seconds.
 LX2250
 LX2250.The orthometric height was determined by differential leveling
 LX2250.and adjusted by the National Geodetic Survey in June 1991..
 LX2250
 LX2250.The geoid height was determined by GEOID03.
 LX2250
 LX2250.The dynamic height is computed by dividing the NAVD 88
 LX2250.geopotential number by the normal gravity value computed on the
 LX2250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2250.degrees latitude (g = 980.6199 gals.).
 LX2250
 LX2250.The modeled gravity was interpolated from observed gravity values.
 LX2250
 LX2250;                    North         East    Units  Estimated Accuracy
 LX2250;SPC CT       -   210,330.      332,580.      MT  (+/- 180 meters Scaled)
 LX2250
 LX2250                          SUPERSEDED SURVEY CONTROL
 LX2250
 LX2250.No superseded survey control is available for this station.
 LX2250
 LX2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL159813(NAD 83)
 LX2250_MARKER: DB = BENCH MARK DISK
 LX2250_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2250_SP_SET: ABUTMENT
 LX2250_STAMPING: J 69 1984
 LX2250_MARK LOGO: NGS   
 LX2250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2250+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2250
 LX2250  HISTORY     - Date     Condition        Report By
 LX2250  HISTORY     - 1984     MONUMENTED       NGS
 LX2250  HISTORY     - 1989     GOOD             USPSQD
 LX2250  HISTORY     - 1991     GOOD             USPSQD
 LX2250  HISTORY     - 19940528 GOOD             USPSQD
 LX2250  HISTORY     - 19970130 GOOD             USPSQD
 LX2250  HISTORY     - 19991215 GOOD             USPSQD
 LX2250  HISTORY     - 20060211 GOOD             USPSQD
 LX2250
 LX2250                          STATION DESCRIPTION
 LX2250
 LX2250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2250'0.2 KM (0.15 MI) NORTH FROM CENTERBROOK.
 LX2250'0.2 KM (0.15 MI) NORTH ALONG STATE HIGHWAY 9A (MIDDLESEX TURNPIKE)
 LX2250'FROM THE POST OFFICE IN CENTERBROOK TO THE MARK ON THE LEFT, IN THE
 LX2250'NORTHWEST ABUTMENT OF A BRIDGE OVER A SMALL CREEK, 6.5 METERS (21.5
 LX2250'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LX2250'THE MARK IS 0.60 M BELOW HIGHWAY.
 LX2250
 LX2250                          STATION RECOVERY (1989)
 LX2250
 LX2250'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2250'RECOVERED IN GOOD CONDITION.
 LX2250
 LX2250                          STATION RECOVERY (1991)
 LX2250
 LX2250'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2250'RECOVERED IN GOOD CONDITION.
 LX2250
 LX2250                          STATION RECOVERY (1994)
 LX2250
 LX2250'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2250'RECOVERED IN GOOD CONDITION.
 LX2250
 LX2250                          STATION RECOVERY (1997)
 LX2250
 LX2250'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2250'RECOVERED IN GOOD CONDITION.
 LX2250
 LX2250                          STATION RECOVERY (1999)
 LX2250
 LX2250'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2250'RECOVERED IN GOOD CONDITION.
 LX2250
 LX2250                          STATION RECOVERY (2006)
 LX2250
 LX2250'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0508 ***********************************************************************
 LX0508  DESIGNATION -  J 7
 LX0508  PID         -  LX0508
 LX0508  STATE/COUNTY-  CT/HARTFORD
 LX0508  USGS QUAD   -  NEW BRITAIN (1992)
 LX0508
 LX0508                         *CURRENT SURVEY CONTROL
 LX0508  ___________________________________________________________________
 LX0508* NAD 83(1986)-  41 40 03.     (N)    072 46 56.     (W)     SCALED    
 LX0508* NAVD 88     -        54.288  (meters)     178.11   (feet)  ADJUSTED  
 LX0508  ___________________________________________________________________
 LX0508  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX0508  DYNAMIC HT  -          54.272 (meters)     178.06  (feet)  COMP
 LX0508  MODELED GRAV-     980,316.7   (mgal)                       NAVD 88
 LX0508
 LX0508  VERT ORDER  -  FIRST     CLASS II
 LX0508
 LX0508.The horizontal coordinates were scaled from a topographic map and have
 LX0508.an estimated accuracy of +/- 6 seconds.
 LX0508
 LX0508.The orthometric height was determined by differential leveling
 LX0508.and adjusted by the National Geodetic Survey in June 1991..
 LX0508
 LX0508.The geoid height was determined by GEOID03.
 LX0508
 LX0508.The dynamic height is computed by dividing the NAVD 88
 LX0508.geopotential number by the normal gravity value computed on the
 LX0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0508.degrees latitude (g = 980.6199 gals.).
 LX0508
 LX0508.The modeled gravity was interpolated from observed gravity values.
 LX0508
 LX0508;                    North         East    Units  Estimated Accuracy
 LX0508;SPC CT       -   245,040.      302,120.      MT  (+/- 180 meters Scaled)
 LX0508
 LX0508                          SUPERSEDED SURVEY CONTROL
 LX0508
 LX0508.No superseded survey control is available for this station.
 LX0508
 LX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM846152(NAD 83)
 LX0508_MARKER: DD = SURVEY DISK
 LX0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0508_SP_SET: DOOR STEP
 LX0508_STAMPING: 179.002 J 7 1923
 LX0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0508+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 LX0508
 LX0508  HISTORY     - Date     Condition        Report By
 LX0508  HISTORY     - 1923     MONUMENTED       USGS
 LX0508  HISTORY     - 1967     GOOD             NGS
 LX0508  HISTORY     - 1978     GOOD             NGS
 LX0508  HISTORY     - 1984     GOOD             USPSQD
 LX0508  HISTORY     - 1985     GOOD             USPSQD
 LX0508  HISTORY     - 1988     GOOD             USPSQD
 LX0508  HISTORY     - 20050512 GOOD             GEOCAC
 LX0508
 LX0508                          STATION DESCRIPTION
 LX0508
 LX0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0508'AT NEW BRITAIN.
 LX0508'AT NEW BRITAIN, HARTFORD COUNTY, IN CENTRAL PARK, AT SOLDIERS
 LX0508'MONUMENT, AT THE NORTH ENTRANCE, AND IN THE GRANITE DOOR STEP.  A
 LX0508'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 179.002
 LX0508'J 7 1923.
 LX0508
 LX0508                          STATION RECOVERY (1978)
 LX0508
 LX0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0508'RECOVERED IN GOOD CONDITION.
 LX0508
 LX0508                          STATION RECOVERY (1984)
 LX0508
 LX0508'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0508'RECOVERED IN GOOD CONDITION.
 LX0508
 LX0508                          STATION RECOVERY (1985)
 LX0508
 LX0508'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0508'RECOVERED IN GOOD CONDITION.
 LX0508
 LX0508                          STATION RECOVERY (1988)
 LX0508
 LX0508'RECOVERY NOTE BY US POWER SQUADRON 1988 (PB)
 LX0508'RECOVERED IN GOOD CONDITION.
 LX0508
 LX0508                          STATION RECOVERY (2005)
 LX0508
 LX0508'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LX0508'HANDHELD COORDINATES ARE N41-40-02.94 W072-46-55.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2292 ***********************************************************************
 LX2292  DESIGNATION -  J 71
 LX2292  PID         -  LX2292
 LX2292  STATE/COUNTY-  CT/FAIRFIELD
 LX2292  USGS QUAD   -  NORWALK NORTH (1975)
 LX2292
 LX2292                         *CURRENT SURVEY CONTROL
 LX2292  ___________________________________________________________________
 LX2292* NAD 83(1986)-  41 11 36.     (N)    073 29 55.     (W)     SCALED    
 LX2292* NAVD 88     -       139.242  (meters)     456.83   (feet)  ADJUSTED  
 LX2292  ___________________________________________________________________
 LX2292  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX2292  DYNAMIC HT  -         139.193 (meters)     456.67  (feet)  COMP
 LX2292  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX2292
 LX2292  VERT ORDER  -  FIRST     CLASS II
 LX2292
 LX2292.The horizontal coordinates were scaled from a topographic map and have
 LX2292.an estimated accuracy of +/- 6 seconds.
 LX2292
 LX2292.The orthometric height was determined by differential leveling
 LX2292.and adjusted by the National Geodetic Survey in June 1991..
 LX2292
 LX2292.The geoid height was determined by GEOID03.
 LX2292
 LX2292.The dynamic height is computed by dividing the NAVD 88
 LX2292.geopotential number by the normal gravity value computed on the
 LX2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2292.degrees latitude (g = 980.6199 gals.).
 LX2292
 LX2292.The modeled gravity was interpolated from observed gravity values.
 LX2292
 LX2292;                    North         East    Units  Estimated Accuracy
 LX2292;SPC CT       -   192,650.      242,000.      MT  (+/- 180 meters Scaled)
 LX2292
 LX2292                          SUPERSEDED SURVEY CONTROL
 LX2292
 LX2292.No superseded survey control is available for this station.
 LX2292
 LX2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL259613(NAD 83)
 LX2292_MARKER: I = METAL ROD
 LX2292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2292_SP_SET: STAINLESS STEEL ROD
 LX2292_STAMPING: J 71 1985
 LX2292_MARK LOGO: NGS   
 LX2292_PROJECTION: FLUSH
 LX2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2292_ROD/PIPE-DEPTH: 6.1  meters
 LX2292
 LX2292  HISTORY     - Date     Condition        Report By
 LX2292  HISTORY     - 1985     MONUMENTED       NGS
 LX2292  HISTORY     - 19930403 GOOD             USPSQD
 LX2292
 LX2292                          STATION DESCRIPTION
 LX2292
 LX2292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2292'7.3 KM (4.55 MI) WEST FROM WILTON.
 LX2292'3.9 KM (2.4 MI) NORTHWEST ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF
 LX2292'U.S. HIGHWAY 7 IN WILTON, THENCE 2.6 KM (1.65 MI) SOUTHWEST ALONG
 LX2292'DEFOREST ROAD, THENCE 1.0 KM (0.6 MI) SOUTHWEST ALONG NORTH WILTON
 LX2292'ROAD TO THE MARK ON THE LEFT, AT A ROAD LEADING TO ST. LUKES SCHOOL,
 LX2292'16.7 METERS (55.0 FT) SOUTHEAST OF THE CENTERLINE OF NORTH WILTON
 LX2292'ROAD, 6.5 METERS (21.5 FT) WEST-SOUTHWEST OF THE CENTER OF THE ROAD
 LX2292'LEADING TO THE SCHOOL, 1.2 METERS (3.8 FT) WEST-SOUTHWEST OF A BRICK
 LX2292'PILLAR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2292'THE MARK IS 0.45 M BELOW ROAD.
 LX2292
 LX2292                          STATION RECOVERY (1993)
 LX2292
 LX2292'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2273 ***********************************************************************
 LX2273  DESIGNATION -  J 72
 LX2273  PID         -  LX2273
 LX2273  STATE/COUNTY-  CT/FAIRFIELD
 LX2273  USGS QUAD   -  STAMFORD (1984)
 LX2273
 LX2273                         *CURRENT SURVEY CONTROL
 LX2273  ___________________________________________________________________
 LX2273* NAD 83(1986)-  41 05 29.     (N)    073 36 56.     (W)     SCALED    
 LX2273* NAVD 88     -        66.397  (meters)     217.84   (feet)  ADJUSTED  
 LX2273  ___________________________________________________________________
 LX2273  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX2273  DYNAMIC HT  -          66.374 (meters)     217.76  (feet)  COMP
 LX2273  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LX2273
 LX2273  VERT ORDER  -  FIRST     CLASS II
 LX2273
 LX2273.The horizontal coordinates were scaled from a topographic map and have
 LX2273.an estimated accuracy of +/- 6 seconds.
 LX2273
 LX2273.The orthometric height was determined by differential leveling
 LX2273.and adjusted by the National Geodetic Survey in June 1991..
 LX2273
 LX2273.The geoid height was determined by GEOID03.
 LX2273
 LX2273.The dynamic height is computed by dividing the NAVD 88
 LX2273.geopotential number by the normal gravity value computed on the
 LX2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2273.degrees latitude (g = 980.6199 gals.).
 LX2273
 LX2273.The modeled gravity was interpolated from observed gravity values.
 LX2273
 LX2273;                    North         East    Units  Estimated Accuracy
 LX2273;SPC CT       -   181,420.      232,080.      MT  (+/- 180 meters Scaled)
 LX2273
 LX2273                          SUPERSEDED SURVEY CONTROL
 LX2273
 LX2273.No superseded survey control is available for this station.
 LX2273
 LX2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL162498(NAD 83)
 LX2273_MARKER: DB = BENCH MARK DISK
 LX2273_SETTING: 66 = SET IN ROCK OUTCROP
 LX2273_SP_SET: ROCK OUTCROP
 LX2273_STAMPING: J 72 1985
 LX2273_MARK LOGO: NGS   
 LX2273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2273+STABILITY: POSITION/ELEVATION WELL
 LX2273
 LX2273  HISTORY     - Date     Condition        Report By
 LX2273  HISTORY     - 1985     MONUMENTED       NGS
 LX2273
 LX2273                          STATION DESCRIPTION
 LX2273
 LX2273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2273'6.6 KM (4.1 MI) SW FROM STAMFORD.
 LX2273'6.6 KM (4.1 MI) SOUTHWEST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2273'FROM THE OVERPASS FOR STATE HIGHWAY 137 IN STAMFORD TO THE MARK ON THE
 LX2273'LEFT, IN TOP OF A ROCK OUTCROP MEASURING 3.7 METERS BY 4.6 METERS (12
 LX2273'FT BY 15 FT), 11.12 METERS (36.5 FT) SOUTH OF THE SOUTH EDGE OF THE
 LX2273'HIGHWAY, 3.35 METERS (11.0 FT) SOUTHEAST OF A MAPLE TREE WITH A
 LX2273'TRIANGULAR BLAZE FACING THE HIGHWAY.
 LX2273'THE MARK IS 0.46 METERS  NE FROM  A WITNESS POST
 LX2273'THE MARK IS 1.10 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2318 ***********************************************************************
 LX2318  DESIGNATION -  J 73
 LX2318  PID         -  LX2318
 LX2318  STATE/COUNTY-  CT/FAIRFIELD
 LX2318  USGS QUAD   -  BOTSFORD (1984)
 LX2318
 LX2318                         *CURRENT SURVEY CONTROL
 LX2318  ___________________________________________________________________
 LX2318* NAD 83(1986)-  41 17 21.     (N)    073 20 22.     (W)     SCALED    
 LX2318* NAVD 88     -       131.489  (meters)     431.39   (feet)  ADJUSTED  
 LX2318  ___________________________________________________________________
 LX2318  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2318  DYNAMIC HT  -         131.446 (meters)     431.25  (feet)  COMP
 LX2318  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 LX2318
 LX2318  VERT ORDER  -  FIRST     CLASS II
 LX2318
 LX2318.The horizontal coordinates were scaled from a topographic map and have
 LX2318.an estimated accuracy of +/- 6 seconds.
 LX2318
 LX2318.The orthometric height was determined by differential leveling
 LX2318.and adjusted by the National Geodetic Survey in June 1991..
 LX2318
 LX2318.The geoid height was determined by GEOID03.
 LX2318
 LX2318.The dynamic height is computed by dividing the NAVD 88
 LX2318.geopotential number by the normal gravity value computed on the
 LX2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2318.degrees latitude (g = 980.6199 gals.).
 LX2318
 LX2318.The modeled gravity was interpolated from observed gravity values.
 LX2318
 LX2318;                    North         East    Units  Estimated Accuracy
 LX2318;SPC CT       -   203,190.      255,430.      MT  (+/- 180 meters Scaled)
 LX2318
 LX2318                          SUPERSEDED SURVEY CONTROL
 LX2318
 LX2318.No superseded survey control is available for this station.
 LX2318
 LX2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL390721(NAD 83)
 LX2318_MARKER: DB = BENCH MARK DISK
 LX2318_SETTING: 66 = SET IN ROCK OUTCROP
 LX2318_SP_SET: ROCK LEDGE
 LX2318_STAMPING: J 73 1985
 LX2318_MARK LOGO: NGS   
 LX2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2318+STABILITY: POSITION/ELEVATION WELL
 LX2318
 LX2318  HISTORY     - Date     Condition        Report By
 LX2318  HISTORY     - 1985     MONUMENTED       NGS
 LX2318
 LX2318                          STATION DESCRIPTION
 LX2318
 LX2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2318'2.9 KM (1.8 MI) SOUTH FROM REDDING RIDGE.
 LX2318'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2318'CROSS HIGHWAY IN REDDING RIDGE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG
 LX2318'PINE TREE ROAD TO THE MARK ON THE RIGHT, SET VERTICAL IN A ROCK LEDGE,
 LX2318'2.7 METERS (9.0 FT) WEST OF THE CENTERLINE OF PINE TREE ROAD.
 LX2318'THE MARK IS 1.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2351 ***********************************************************************
 LX2351  DESIGNATION -  J 74
 LX2351  PID         -  LX2351
 LX2351  STATE/COUNTY-  CT/FAIRFIELD
 LX2351  USGS QUAD   -  BOTSFORD (1984)
 LX2351
 LX2351                         *CURRENT SURVEY CONTROL
 LX2351  ___________________________________________________________________
 LX2351* NAD 83(1986)-  41 21 42.     (N)    073 15 57.     (W)     SCALED    
 LX2351* NAVD 88     -       134.053  (meters)     439.81   (feet)  ADJUSTED  
 LX2351  ___________________________________________________________________
 LX2351  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2351  DYNAMIC HT  -         134.008 (meters)     439.66  (feet)  COMP
 LX2351  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX2351
 LX2351  VERT ORDER  -  FIRST     CLASS II
 LX2351
 LX2351.The horizontal coordinates were scaled from a topographic map and have
 LX2351.an estimated accuracy of +/- 6 seconds.
 LX2351
 LX2351.The orthometric height was determined by differential leveling
 LX2351.and adjusted by the National Geodetic Survey in June 1991..
 LX2351
 LX2351.The geoid height was determined by GEOID03.
 LX2351
 LX2351.The dynamic height is computed by dividing the NAVD 88
 LX2351.geopotential number by the normal gravity value computed on the
 LX2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2351.degrees latitude (g = 980.6199 gals.).
 LX2351
 LX2351.The modeled gravity was interpolated from observed gravity values.
 LX2351
 LX2351;                    North         East    Units  Estimated Accuracy
 LX2351;SPC CT       -   211,210.      261,640.      MT  (+/- 180 meters Scaled)
 LX2351
 LX2351                          SUPERSEDED SURVEY CONTROL
 LX2351
 LX2351.No superseded survey control is available for this station.
 LX2351
 LX2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL450803(NAD 83)
 LX2351_MARKER: DB = BENCH MARK DISK
 LX2351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2351_SP_SET: HEADWALL
 LX2351_STAMPING: J 74 1985
 LX2351_MARK LOGO: NGS   
 LX2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2351+STABILITY: SURFACE MOTION
 LX2351
 LX2351  HISTORY     - Date     Condition        Report By
 LX2351  HISTORY     - 1985     MONUMENTED       NGS
 LX2351  HISTORY     - 19910730 GOOD             USPSQD
 LX2351
 LX2351                          STATION DESCRIPTION
 LX2351
 LX2351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2351'4.7 KM (2.9 MI) NW FROM UPPER STEPNEY.
 LX2351'4.7 KM (2.9 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2351'STATE HIGHWAY 59 IN UPPER STEPNEY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2351'A CONCRETE HEADWALL FOR A CULVERT UNDER BOTSFORD HILL ROAD, AT THE
 LX2351'INTERSECTION OF BOTSFORD HILL ROAD AND MEADOWBROOK ROAD, ALSO 7.3 KM
 LX2351'(4.55 MI) SOUTHEAST ALONG HIGHWAY 25 FROM THE JUNCTION OF U.S.
 LX2351'HIGHWAYS 6 AND 202 IN NEWTOWN, 24.69 METERS (81.0 FT) NORTHEAST OF THE
 LX2351'CENTERLINE OF THE HIGHWAY, 5.18 METERS (17.0 FT) SOUTH-SOUTHEAST OF
 LX2351'THE CENTERLINE OF BOTSFORD HILL ROAD, 1.98 METERS (6.5 FT) NORTHEAST
 LX2351'OF A HIGHWAY SIGN (NO THRU TRUCKS), 1.98 METERS (6.5 FT) SOUTHWEST OF
 LX2351'A HIGHWAY SIGN (LOW BRIDGE 11 FT 6 IN AHEAD).
 LX2351'THE MARK IS ABOVE LEVEL WITH BOTSFORD HILL ROAD.
 LX2351
 LX2351                          STATION RECOVERY (1991)
 LX2351
 LX2351'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2467 ***********************************************************************
 LX2467  DESIGNATION -  J 75
 LX2467  PID         -  LX2467
 LX2467  STATE/COUNTY-  CT/LITCHFIELD
 LX2467  USGS QUAD   -  THOMASTON (1976)
 LX2467
 LX2467                         *CURRENT SURVEY CONTROL
 LX2467  ___________________________________________________________________
 LX2467* NAD 83(1986)-  41 43 28.     (N)    073 04 17.     (W)     SCALED    
 LX2467* NAVD 88     -       244.951  (meters)     803.64   (feet)  ADJUSTED  
 LX2467  ___________________________________________________________________
 LX2467  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2467  DYNAMIC HT  -         244.872 (meters)     803.38  (feet)  COMP
 LX2467  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 LX2467
 LX2467  VERT ORDER  -  FIRST     CLASS II
 LX2467
 LX2467.The horizontal coordinates were scaled from a topographic map and have
 LX2467.an estimated accuracy of +/- 6 seconds.
 LX2467
 LX2467.The orthometric height was determined by differential leveling
 LX2467.and adjusted by the National Geodetic Survey in June 1991..
 LX2467
 LX2467.The geoid height was determined by GEOID03.
 LX2467
 LX2467.The dynamic height is computed by dividing the NAVD 88
 LX2467.geopotential number by the normal gravity value computed on the
 LX2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2467.degrees latitude (g = 980.6199 gals.).
 LX2467
 LX2467.The modeled gravity was interpolated from observed gravity values.
 LX2467
 LX2467;                    North         East    Units  Estimated Accuracy
 LX2467;SPC CT       -   251,420.      278,060.      MT  (+/- 180 meters Scaled)
 LX2467
 LX2467                          SUPERSEDED SURVEY CONTROL
 LX2467
 LX2467.No superseded survey control is available for this station.
 LX2467
 LX2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM604209(NAD 83)
 LX2467_MARKER: DB = BENCH MARK DISK
 LX2467_SETTING: 66 = SET IN ROCK OUTCROP
 LX2467_SP_SET: ROCK OUTCROP
 LX2467_STAMPING: J 75 1985
 LX2467_MARK LOGO: NGS   
 LX2467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2467+STABILITY: POSITION/ELEVATION WELL
 LX2467
 LX2467  HISTORY     - Date     Condition        Report By
 LX2467  HISTORY     - 1985     MONUMENTED       NGS
 LX2467
 LX2467                          STATION DESCRIPTION
 LX2467
 LX2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2467'5.0 KM (3.1 MI) SOUTH FROM HARWINTON.
 LX2467'5.0 KM (3.1 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE JUNCTION OF
 LX2467'STATE HIGHWAY 118 IN HARWINTON TO THE MARK ON THE LEFT, IN TOP OF A
 LX2467'ROCK OUTCROP, 6.10 METERS (20.0 FT) EAST OF THE CENTERLINE OF THE
 LX2467'HIGHWAY, 37.19 METERS (122.0 FT) SOUTH OF A POWER POLE, 41.76 METERS
 LX2467'(137.0 FT) NORTH OF THE CENTER OF A PAVED ENTRANCE DRIVE OF HOUSE 656.
 LX2467'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2467'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2694 ***********************************************************************
 LX2694  DESIGNATION -  J 76
 LX2694  PID         -  LX2694
 LX2694  STATE/COUNTY-  CT/HARTFORD
 LX2694  USGS QUAD   -  COLLINSVILLE (1984)
 LX2694
 LX2694                         *CURRENT SURVEY CONTROL
 LX2694  ___________________________________________________________________
 LX2694* NAD 83(1986)-  41 49 55.     (N)    072 55 04.     (W)     SCALED    
 LX2694* NAVD 88     -       129.246  (meters)     424.03   (feet)  ADJUSTED  
 LX2694  ___________________________________________________________________
 LX2694  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LX2694  DYNAMIC HT  -         129.208 (meters)     423.91  (feet)  COMP
 LX2694  MODELED GRAV-     980,328.6   (mgal)                       NAVD 88
 LX2694
 LX2694  VERT ORDER  -  FIRST     CLASS II
 LX2694
 LX2694.The horizontal coordinates were scaled from a topographic map and have
 LX2694.an estimated accuracy of +/- 6 seconds.
 LX2694
 LX2694.The orthometric height was determined by differential leveling
 LX2694.and adjusted by the National Geodetic Survey in June 1991..
 LX2694
 LX2694.The geoid height was determined by GEOID03.
 LX2694
 LX2694.The dynamic height is computed by dividing the NAVD 88
 LX2694.geopotential number by the normal gravity value computed on the
 LX2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2694.degrees latitude (g = 980.6199 gals.).
 LX2694
 LX2694.The modeled gravity was interpolated from observed gravity values.
 LX2694
 LX2694;                    North         East    Units  Estimated Accuracy
 LX2694;SPC CT       -   263,320.      290,860.      MT  (+/- 180 meters Scaled)
 LX2694
 LX2694                          SUPERSEDED SURVEY CONTROL
 LX2694
 LX2694.No superseded survey control is available for this station.
 LX2694
 LX2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM729332(NAD 83)
 LX2694_MARKER: DB = BENCH MARK DISK
 LX2694_SETTING: 66 = SET IN ROCK OUTCROP
 LX2694_SP_SET: ROCK OUTCROP
 LX2694_STAMPING: J 76 1985
 LX2694_MARK LOGO: NGS   
 LX2694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2694+STABILITY: POSITION/ELEVATION WELL
 LX2694
 LX2694  HISTORY     - Date     Condition        Report By
 LX2694  HISTORY     - 1985     MONUMENTED       NGS
 LX2694
 LX2694                          STATION DESCRIPTION
 LX2694
 LX2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2694'2.8 KM (1.75 MI) NW FROM CANTON.
 LX2694'2.8 KM (1.75 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2694'STATE HIGHWAY 177 IN CANTON TO THE MARK ON THE LEFT, DIRECTLY
 LX2694'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE JUNCTION OF DAYNARD CIRCLE,
 LX2694'IN TOP OF THE NORTH END OF A 9 BY 15 FOOT OUTCROP, 12.80 METERS (42.0
 LX2694'FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 25.60 METERS (84.0 FT)
 LX2694'WEST OF THE EXTENDED CENTER LINE OF DAYNARD CIRCLE, 18.28 METERS (60.0
 LX2694'FT) EAST-SOUTHEAST OF HIGHWAY SIGN (SPEED LIMIT 45), 3.20 METERS
 LX2694'(10.5 FT) EAST OF A DOUBLE TRUNK MAPLE TREE.
 LX2694'THE MARK IS 0.24 METERS  NW FROM  A WITNESS POST
 LX2694'THE MARK IS 1.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2523 ***********************************************************************
 LX2523  TIDAL BM    -  This is a Tidal Bench Mark.
 LX2523  DESIGNATION -  J 77
 LX2523  PID         -  LX2523
 LX2523  STATE/COUNTY-  CT/FAIRFIELD
 LX2523  USGS QUAD   -  ANSONIA (1984)
 LX2523
 LX2523                         *CURRENT SURVEY CONTROL
 LX2523  ___________________________________________________________________
 LX2523* NAD 83(1986)-  41 18 28.     (N)    073 04 50.     (W)     SCALED    
 LX2523* NAVD 88     -        32.637  (meters)     107.08   (feet)  ADJUSTED  
 LX2523  ___________________________________________________________________
 LX2523  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2523  DYNAMIC HT  -          32.627 (meters)     107.04  (feet)  COMP
 LX2523  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 LX2523
 LX2523  VERT ORDER  -  FIRST     CLASS II
 LX2523
 LX2523.The horizontal coordinates were scaled from a topographic map and have
 LX2523.an estimated accuracy of +/- 6 seconds.
 LX2523
 LX2523.The orthometric height was determined by differential leveling
 LX2523.and adjusted by the National Geodetic Survey in June 1991..
 LX2523
 LX2523.This Tidal Bench Mark is designated as VM 12433
 LX2523.by the Center for Operational Oceanographic Products and Services.
 LX2523
 LX2523.The geoid height was determined by GEOID03.
 LX2523
 LX2523.The dynamic height is computed by dividing the NAVD 88
 LX2523.geopotential number by the normal gravity value computed on the
 LX2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2523.degrees latitude (g = 980.6199 gals.).
 LX2523
 LX2523.The modeled gravity was interpolated from observed gravity values.
 LX2523
 LX2523;                    North         East    Units  Estimated Accuracy
 LX2523;SPC CT       -   205,140.      277,120.      MT  (+/- 180 meters Scaled)
 LX2523
 LX2523                          SUPERSEDED SURVEY CONTROL
 LX2523
 LX2523.No superseded survey control is available for this station.
 LX2523
 LX2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL606747(NAD 83)
 LX2523_MARKER: DB = BENCH MARK DISK
 LX2523_SETTING: 66 = SET IN ROCK OUTCROP
 LX2523_SP_SET: ROCK CUT
 LX2523_STAMPING: J 77 1985
 LX2523_MARK LOGO: NGS   
 LX2523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2523+STABILITY: POSITION/ELEVATION WELL
 LX2523
 LX2523  HISTORY     - Date     Condition        Report By
 LX2523  HISTORY     - 1985     MONUMENTED       NGS
 LX2523
 LX2523                          STATION DESCRIPTION
 LX2523
 LX2523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2523'1.6 KM (1.0 MI) SOUTH FROM SHELTON.
 LX2523'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 110 FROM THE JUNCTION OF
 LX2523'BRIDGE STREET IN SHELTON TO THE MARK ON THE RIGHT, IN TOP OF A LEDGE,
 LX2523'9.14 METERS (30.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.49
 LX2523'METERS (18.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE ROCK CUT.
 LX2523'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2846 ***********************************************************************
 LX2846  DESIGNATION -  J 78
 LX2846  PID         -  LX2846
 LX2846  STATE/COUNTY-  CT/NEW HAVEN
 LX2846  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2846
 LX2846                         *CURRENT SURVEY CONTROL
 LX2846  ___________________________________________________________________
 LX2846* NAD 83(1986)-  41 27 32.     (N)    072 58 03.     (W)     SCALED    
 LX2846* NAVD 88     -       189.599  (meters)     622.04   (feet)  ADJUSTED  
 LX2846  ___________________________________________________________________
 LX2846  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2846  DYNAMIC HT  -         189.536 (meters)     621.84  (feet)  COMP
 LX2846  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2846
 LX2846  VERT ORDER  -  FIRST     CLASS II
 LX2846
 LX2846.The horizontal coordinates were scaled from a topographic map and have
 LX2846.an estimated accuracy of +/- 6 seconds.
 LX2846
 LX2846.The orthometric height was determined by differential leveling
 LX2846.and adjusted by the National Geodetic Survey in June 1991..
 LX2846
 LX2846.The geoid height was determined by GEOID03.
 LX2846
 LX2846.The dynamic height is computed by dividing the NAVD 88
 LX2846.geopotential number by the normal gravity value computed on the
 LX2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2846.degrees latitude (g = 980.6199 gals.).
 LX2846
 LX2846.The modeled gravity was interpolated from observed gravity values.
 LX2846
 LX2846;                    North         East    Units  Estimated Accuracy
 LX2846;SPC CT       -   221,900.      286,630.      MT  (+/- 180 meters Scaled)
 LX2846
 LX2846                          SUPERSEDED SURVEY CONTROL
 LX2846
 LX2846.No superseded survey control is available for this station.
 LX2846
 LX2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL697916(NAD 83)
 LX2846_MARKER: DB = BENCH MARK DISK
 LX2846_SETTING: 66 = SET IN ROCK OUTCROP
 LX2846_SP_SET: ROCK CUT
 LX2846_STAMPING: J 78 1985
 LX2846_MARK LOGO: NGS   
 LX2846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2846+STABILITY: POSITION/ELEVATION WELL
 LX2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2846+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 LX2846
 LX2846  HISTORY     - Date     Condition        Report By
 LX2846  HISTORY     - 1985     MONUMENTED       NGS
 LX2846  HISTORY     - 19910505 GOOD             USPSQD
 LX2846  HISTORY     - 20050428 GOOD             GEOCAC
 LX2846
 LX2846                          STATION DESCRIPTION
 LX2846
 LX2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2846'6.8 KM (4.25 MI) WEST FROM CHESHIRE.
 LX2846'6.8 KM (4.25 MI) WEST ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 LX2846'STATE HIGHWAY 10 IN CHESHIRE TO THE MARK ON THE LEFT, 0.2 KM (0.15 MI)
 LX2846'WEST TO THE JUNCTION OF STATE HIGHWAY 69, IN TOP OF A ROCK CUT, 6.40
 LX2846'METERS (21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.29
 LX2846'METERS (63.3 FT) NORTHEAST OF UTILITY POLE 953, AND 0.30 METERS (1.0
 LX2846'FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 LX2846'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2846
 LX2846                          STATION RECOVERY (1991)
 LX2846
 LX2846'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2846'RECOVERED IN GOOD CONDITION.
 LX2846
 LX2846                          STATION RECOVERY (2005)
 LX2846
 LX2846'RECOVERY NOTE BY GEOCACHING 2005 (DJB)
 LX2846'RECOVERED AS DESCRIBED
 LX2846'NATIONAL MAP CORPS VOLUNTEER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2614 ***********************************************************************
 LX2614  DESIGNATION -  J 79
 LX2614  PID         -  LX2614
 LX2614  STATE/COUNTY-  CT/LITCHFIELD
 LX2614  USGS QUAD   -  NEW PRESTON (1984)
 LX2614
 LX2614                         *CURRENT SURVEY CONTROL
 LX2614  ___________________________________________________________________
 LX2614* NAD 83(1986)-  41 43 02.     (N)    073 15 45.     (W)     SCALED    
 LX2614* NAVD 88     -       257.620  (meters)     845.21   (feet)  ADJUSTED  
 LX2614  ___________________________________________________________________
 LX2614  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX2614  DYNAMIC HT  -         257.532 (meters)     844.92  (feet)  COMP
 LX2614  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 LX2614
 LX2614  VERT ORDER  -  FIRST     CLASS II
 LX2614
 LX2614.The horizontal coordinates were scaled from a topographic map and have
 LX2614.an estimated accuracy of +/- 6 seconds.
 LX2614
 LX2614.The orthometric height was determined by differential leveling
 LX2614.and adjusted by the National Geodetic Survey in June 1991..
 LX2614
 LX2614.The geoid height was determined by GEOID03.
 LX2614
 LX2614.The dynamic height is computed by dividing the NAVD 88
 LX2614.geopotential number by the normal gravity value computed on the
 LX2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2614.degrees latitude (g = 980.6199 gals.).
 LX2614
 LX2614.The modeled gravity was interpolated from observed gravity values.
 LX2614
 LX2614;                    North         East    Units  Estimated Accuracy
 LX2614;SPC CT       -   250,690.      262,150.      MT  (+/- 180 meters Scaled)
 LX2614
 LX2614                          SUPERSEDED SURVEY CONTROL
 LX2614
 LX2614.No superseded survey control is available for this station.
 LX2614
 LX2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM445198(NAD 83)
 LX2614_MARKER: DB = BENCH MARK DISK
 LX2614_SETTING: 66 = SET IN ROCK OUTCROP
 LX2614_SP_SET: ROCK OUTCROP
 LX2614_STAMPING: J 79 1985
 LX2614_MARK LOGO: NGS   
 LX2614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2614+STABILITY: POSITION/ELEVATION WELL
 LX2614
 LX2614  HISTORY     - Date     Condition        Report By
 LX2614  HISTORY     - 1985     MONUMENTED       NGS
 LX2614
 LX2614                          STATION DESCRIPTION
 LX2614
 LX2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2614'1.9 KM (1.2 MI) SW FROM BANTAM.
 LX2614'1.9 KM (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2614'IN BANTAM TO THE MARK ON THE LEFT, 23.4 METERS (77.0 FT) SOUTH OF THE
 LX2614'CENTER LINE OF THE HIGHWAY.
 LX2614'THE MARK IS 2.2 METERS  NE FROM  A WITNESS POST
 LX2614'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0523 ***********************************************************************
 LX0523  DESIGNATION -  J 8
 LX0523  PID         -  LX0523
 LX0523  STATE/COUNTY-  CT/HARTFORD
 LX0523  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0523
 LX0523                         *CURRENT SURVEY CONTROL
 LX0523  ___________________________________________________________________
 LX0523* NAD 83(1986)-  41 52 02.     (N)    072 38 08.     (W)     SCALED    
 LX0523* NAVD 88     -        12.605  (meters)      41.35   (feet)  POSTED    
 LX0523  ___________________________________________________________________
 LX0523  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX0523  DYNAMIC HT  -          12.600 (meters)      41.34  (feet)  COMP
 LX0523  MODELED GRAV-     980,329.1   (mgal)                       NAVD 88
 LX0523
 LX0523  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0523
 LX0523.The horizontal coordinates were scaled from a topographic map and have
 LX0523.an estimated accuracy of +/- 6 seconds.
 LX0523
 LX0523.The orthometric height was determined by differential leveling
 LX0523.and adjusted by the National Geodetic Survey in 1992..
 LX0523.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0523.rate of 0.0 thru 1.0 mm/km.
 LX0523
 LX0523.The geoid height was determined by GEOID03.
 LX0523
 LX0523.The dynamic height is computed by dividing the NAVD 88
 LX0523.geopotential number by the normal gravity value computed on the
 LX0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0523.degrees latitude (g = 980.6199 gals.).
 LX0523
 LX0523.The modeled gravity was interpolated from observed gravity values.
 LX0523
 LX0523;                    North         East    Units  Estimated Accuracy
 LX0523;SPC CT       -   267,230.      314,300.      MT  (+/- 180 meters Scaled)
 LX0523
 LX0523                          SUPERSEDED SURVEY CONTROL
 LX0523
 LX0523  NGVD 29 (??/??/92)   12.845  (m)           42.14   (f) ADJ UNCH    1 2
 LX0523
 LX0523.Superseded values are not recommended for survey control.
 LX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0523.See file dsdata.txt to determine how the superseded data were derived.
 LX0523
 LX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM962377(NAD 83)
 LX0523_MARKER: DB = BENCH MARK DISK
 LX0523_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0523_SP_SET: FOOTING
 LX0523_STAMPING: 42.142 J 8 1923
 LX0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0523
 LX0523  HISTORY     - Date     Condition        Report By
 LX0523  HISTORY     - 1923     MONUMENTED       CGS
 LX0523  HISTORY     - 1967     GOOD             NGS
 LX0523  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0523
 LX0523                          STATION DESCRIPTION
 LX0523
 LX0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0523'1 MI NE FROM WINDSOR.
 LX0523'ABOUT 1 MILE NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0523'RAILROAD FROM THE STATION AT WINDSOR, HARTFORD COUNTY, 21 RAILS
 LX0523'NORTHEAST OF SIGNAL H 44.0, AT BRIDGE 43.99 OVER THE TRACK AT
 LX0523'KENNEDY ROAD, IN THE TOP OF THE FOOTING OF THE CONCRETE PEDESTAL
 LX0523'UNDER THE NORTHEAST END OF THE SOUTHEAST STEEL PIER, 6.3 FEET
 LX0523'SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 LX0523'TRACK.  A STANDARD DISK, STAMPED 42.142 J 8 1923.
 LX0523
 LX0523                          STATION RECOVERY (1989)
 LX0523
 LX0523'RECOVERY NOTE BY US POWER SQUADRON 1989 (REM)
 LX0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2577 ***********************************************************************
 LX2577  DESIGNATION -  J 80
 LX2577  PID         -  LX2577
 LX2577  STATE/COUNTY-  CT/LITCHFIELD
 LX2577  USGS QUAD   -  WOODBURY (1984)
 LX2577
 LX2577                         *CURRENT SURVEY CONTROL
 LX2577  ___________________________________________________________________
 LX2577* NAD 83(1986)-  41 33 28.     (N)    073 12 47.     (W)     SCALED    
 LX2577* NAVD 88     -        82.180  (meters)     269.62   (feet)  ADJUSTED  
 LX2577  ___________________________________________________________________
 LX2577  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2577  DYNAMIC HT  -          82.153 (meters)     269.53  (feet)  COMP
 LX2577  MODELED GRAV-     980,297.2   (mgal)                       NAVD 88
 LX2577
 LX2577  VERT ORDER  -  FIRST     CLASS II
 LX2577
 LX2577.The horizontal coordinates were scaled from a topographic map and have
 LX2577.an estimated accuracy of +/- 6 seconds.
 LX2577
 LX2577.The orthometric height was determined by differential leveling
 LX2577.and adjusted by the National Geodetic Survey in June 1991..
 LX2577
 LX2577.The geoid height was determined by GEOID03.
 LX2577
 LX2577.The dynamic height is computed by dividing the NAVD 88
 LX2577.geopotential number by the normal gravity value computed on the
 LX2577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2577.degrees latitude (g = 980.6199 gals.).
 LX2577
 LX2577.The modeled gravity was interpolated from observed gravity values.
 LX2577
 LX2577;                    North         East    Units  Estimated Accuracy
 LX2577;SPC CT       -   232,960.      266,170.      MT  (+/- 180 meters Scaled)
 LX2577
 LX2577                          SUPERSEDED SURVEY CONTROL
 LX2577
 LX2577.No superseded survey control is available for this station.
 LX2577
 LX2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM490022(NAD 83)
 LX2577_MARKER: I = METAL ROD
 LX2577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2577_SP_SET: STAINLESS STEEL ROD
 LX2577_STAMPING: J 80 1985
 LX2577_MARK LOGO: NGS   
 LX2577_PROJECTION: FLUSH
 LX2577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2577_ROD/PIPE-DEPTH: 12.1 meters
 LX2577
 LX2577  HISTORY     - Date     Condition        Report By
 LX2577  HISTORY     - 1985     MONUMENTED       NGS
 LX2577
 LX2577                          STATION DESCRIPTION
 LX2577
 LX2577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2577'1.1 KM (0.7 MI) NORTH FROM WOODBURY.
 LX2577'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF
 LX2577'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE LEFT, 6.5 METERS
 LX2577'(21.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 34.1 METERS
 LX2577'(112.0 FT) NORTHWEST OF POWER POLE W26, 0.30 METER (1.0 FT) SOUTHWEST
 LX2577'OF POWER POLE W27.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2577'5-INCH LOGO CAP.
 LX2577'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2404 ***********************************************************************
 LX2404  DESIGNATION -  J 81
 LX2404  PID         -  LX2404
 LX2404  STATE/COUNTY-  CT/NEW HAVEN
 LX2404  USGS QUAD   -  WATERBURY (1984)
 LX2404
 LX2404                         *CURRENT SURVEY CONTROL
 LX2404  ___________________________________________________________________
 LX2404* NAD 83(1986)-  41 32 14.     (N)    073 07 15.     (W)     SCALED    
 LX2404* NAVD 88     -       166.724  (meters)     546.99   (feet)  ADJUSTED  
 LX2404  ___________________________________________________________________
 LX2404  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2404  DYNAMIC HT  -         166.669 (meters)     546.81  (feet)  COMP
 LX2404  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 LX2404
 LX2404  VERT ORDER  -  FIRST     CLASS II
 LX2404
 LX2404.The horizontal coordinates were scaled from a topographic map and have
 LX2404.an estimated accuracy of +/- 6 seconds.
 LX2404
 LX2404.The orthometric height was determined by differential leveling
 LX2404.and adjusted by the National Geodetic Survey in June 1991..
 LX2404
 LX2404.The geoid height was determined by GEOID03.
 LX2404
 LX2404.The dynamic height is computed by dividing the NAVD 88
 LX2404.geopotential number by the normal gravity value computed on the
 LX2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2404.degrees latitude (g = 980.6199 gals.).
 LX2404
 LX2404.The modeled gravity was interpolated from observed gravity values.
 LX2404
 LX2404;                    North         East    Units  Estimated Accuracy
 LX2404;SPC CT       -   230,640.      273,860.      MT  (+/- 180 meters Scaled)
 LX2404
 LX2404                          SUPERSEDED SURVEY CONTROL
 LX2404
 LX2404.No superseded survey control is available for this station.
 LX2404
 LX2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM567001(NAD 83)
 LX2404_MARKER: DB = BENCH MARK DISK
 LX2404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2404_SP_SET: BRIDGE ABUTMENT
 LX2404_STAMPING: J 81 1985
 LX2404_MARK LOGO: NGS   
 LX2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2404+STABILITY: SURFACE MOTION
 LX2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2404+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2004
 LX2404
 LX2404  HISTORY     - Date     Condition        Report By
 LX2404  HISTORY     - 1985     MONUMENTED       NGS
 LX2404  HISTORY     - 20040705 GOOD             GEOCAC
 LX2404
 LX2404                          STATION DESCRIPTION
 LX2404
 LX2404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2404'IN MIDDLEBURY.
 LX2404'IN MIDDLEBURY, 1.35 KM (0.85 MI) NORTHEAST ALONG STATE HIGHWAY 64 FROM
 LX2404'THE JUNCTION OF STATE HIGHWAY 188 NORTH TO THE MARK ON THE RIGHT, IN
 LX2404'TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER GOAT BROOK, 4.88
 LX2404'METERS (16.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LX2404'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2404
 LX2404                          STATION RECOVERY (2004)
 LX2404
 LX2404'RECOVERY NOTE BY GEOCACHING 2004 (TG)
 LX2404'RECOVERED AS DESCRIBED, SHOWS SOME SIGNS OF CEMENT CHIPPING AROUND
 LX2404'ABOUT EDGES, MOST LIKELY FROST DAMMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2836 ***********************************************************************
 LX2836  DESIGNATION -  J 82
 LX2836  PID         -  LX2836
 LX2836  STATE/COUNTY-  CT/NEW HAVEN
 LX2836  USGS QUAD   -  CLINTON (1984)
 LX2836
 LX2836                         *CURRENT SURVEY CONTROL
 LX2836  ___________________________________________________________________
 LX2836* NAD 83(1986)-  41 19 03.     (N)    072 36 25.     (W)     SCALED    
 LX2836* NAVD 88     -        32.257  (meters)     105.83   (feet)  ADJUSTED  
 LX2836  ___________________________________________________________________
 LX2836  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX2836  DYNAMIC HT  -          32.246 (meters)     105.79  (feet)  COMP
 LX2836  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 LX2836
 LX2836  VERT ORDER  -  FIRST     CLASS II
 LX2836
 LX2836.The horizontal coordinates were scaled from a topographic map and have
 LX2836.an estimated accuracy of +/- 6 seconds.
 LX2836
 LX2836.The orthometric height was determined by differential leveling
 LX2836.and adjusted by the National Geodetic Survey in June 1991..
 LX2836
 LX2836.The geoid height was determined by GEOID03.
 LX2836
 LX2836.The dynamic height is computed by dividing the NAVD 88
 LX2836.geopotential number by the normal gravity value computed on the
 LX2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2836.degrees latitude (g = 980.6199 gals.).
 LX2836
 LX2836.The modeled gravity was interpolated from observed gravity values.
 LX2836
 LX2836;                    North         East    Units  Estimated Accuracy
 LX2836;SPC CT       -   206,180.      316,780.      MT  (+/- 180 meters Scaled)
 LX2836
 LX2836                          SUPERSEDED SURVEY CONTROL
 LX2836
 LX2836.No superseded survey control is available for this station.
 LX2836
 LX2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL002767(NAD 83)
 LX2836_MARKER: DB = BENCH MARK DISK
 LX2836_SETTING: 66 = SET IN ROCK OUTCROP
 LX2836_SP_SET: ROCK OUTCROP
 LX2836_STAMPING: J 82 1985
 LX2836_MARK LOGO: NGS   
 LX2836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2836+STABILITY: POSITION/ELEVATION WELL
 LX2836
 LX2836  HISTORY     - Date     Condition        Report By
 LX2836  HISTORY     - 1985     MONUMENTED       NGS
 LX2836  HISTORY     - 19910317 GOOD             USPSQD
 LX2836  HISTORY     - 19940731 GOOD             USPSQD
 LX2836
 LX2836                          STATION DESCRIPTION
 LX2836
 LX2836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2836'5.6 KM (3.45 MI) SE FROM NORTH MADISON.
 LX2836'5.6 KM (3.45 MI) SOUTHEAST ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF
 LX2836'STATE HIGHWAY 80 IN NORTH MADISON TO THE MARK ON THE LEFT, ALSO 4.3 KM
 LX2836'(2.7 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF U.S.
 LX2836'HIGHWAY 1 IN MADISON, 9.75 METERS (32.0 FT) SOUTHEAST OF THE CENTER OF
 LX2836'THE DRIVEWAY TO HOUSE NUMBER 566, 18.29 METERS (60.0 FT) NORTHWEST OF
 LX2836'UTILITY POLE NUMBERS 10 AND 2286.
 LX2836'THE MARK IS 0.3 M ABOVE HIGHWAY.
 LX2836
 LX2836                          STATION RECOVERY (1991)
 LX2836
 LX2836'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2836'RECOVERED IN GOOD CONDITION.
 LX2836
 LX2836                          STATION RECOVERY (1994)
 LX2836
 LX2836'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2792 ***********************************************************************
 LX2792  DESIGNATION -  J 83
 LX2792  PID         -  LX2792
 LX2792  STATE/COUNTY-  CT/HARTFORD
 LX2792  USGS QUAD   -  BRISTOL (1984)
 LX2792
 LX2792                         *CURRENT SURVEY CONTROL
 LX2792  ___________________________________________________________________
 LX2792* NAD 83(1986)-  41 41 01.     (N)    072 56 24.     (W)     SCALED    
 LX2792* NAVD 88     -       116.116  (meters)     380.96   (feet)  ADJUSTED  
 LX2792  ___________________________________________________________________
 LX2792  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2792  DYNAMIC HT  -         116.081 (meters)     380.84  (feet)  COMP
 LX2792  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 LX2792
 LX2792  VERT ORDER  -  FIRST     CLASS II
 LX2792
 LX2792.The horizontal coordinates were scaled from a topographic map and have
 LX2792.an estimated accuracy of +/- 6 seconds.
 LX2792
 LX2792.The orthometric height was determined by differential leveling
 LX2792.and adjusted by the National Geodetic Survey in June 1991..
 LX2792
 LX2792.The geoid height was determined by GEOID03.
 LX2792
 LX2792.The dynamic height is computed by dividing the NAVD 88
 LX2792.geopotential number by the normal gravity value computed on the
 LX2792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2792.degrees latitude (g = 980.6199 gals.).
 LX2792
 LX2792.The modeled gravity was interpolated from observed gravity values.
 LX2792
 LX2792;                    North         East    Units  Estimated Accuracy
 LX2792;SPC CT       -   246,850.      288,980.      MT  (+/- 180 meters Scaled)
 LX2792
 LX2792                          SUPERSEDED SURVEY CONTROL
 LX2792
 LX2792.No superseded survey control is available for this station.
 LX2792
 LX2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM714166(NAD 83)
 LX2792_MARKER: I = METAL ROD
 LX2792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2792_SP_SET: STAINLESS STEEL ROD
 LX2792_STAMPING: J 83 1985
 LX2792_MARK LOGO: NGS   
 LX2792_PROJECTION: FLUSH
 LX2792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2792_ROD/PIPE-DEPTH: 8.4  meters
 LX2792
 LX2792  HISTORY     - Date     Condition        Report By
 LX2792  HISTORY     - 1985     MONUMENTED       NGS
 LX2792
 LX2792                          STATION DESCRIPTION
 LX2792
 LX2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2792'IN BRISTOL.
 LX2792'IN BRISTOL, 0.9 KM (0.55 MI) EAST ALONG U.S. HIGHWAY 6 (FARMINGTON
 LX2792'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 69 SOUTH TO THE JUNCTION OF
 LX2792'STEWART STREET AND THE MARK ON THE LEFT IN THE MEDIAN BETWEEN THE
 LX2792'SIDEWALK AND A PARKING LOT FOR THE HUB 6 SHOPPING PLAZA.  2.50 METERS
 LX2792'(8.2 FT) NORTH-NORTHWEST OF THE HIGHWAY CURB, 3.66 METERS (12.0 FT)
 LX2792'NORTHEAST OF THE EXTENDED CENTER OF STEWART STREET AND 0.76 METER
 LX2792'(2.5 FT) SOUTHWEST OF A POWER LINE BRACE POLE NUMBER 2221S WITH TWO
 LX2792'GUY WIRES WITH IRON PIPE BRACE.
 LX2792'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2647 ***********************************************************************
 LX2647  DESIGNATION -  J 84
 LX2647  PID         -  LX2647
 LX2647  STATE/COUNTY-  CT/MIDDLESEX
 LX2647  USGS QUAD   -  HADDAM (1971)
 LX2647
 LX2647                         *CURRENT SURVEY CONTROL
 LX2647  ___________________________________________________________________
 LX2647* NAD 83(1986)-  41 23 30.     (N)    072 32 34.     (W)     SCALED    
 LX2647* NAVD 88     -       135.619  (meters)     444.94   (feet)  ADJUSTED  
 LX2647  ___________________________________________________________________
 LX2647  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX2647  DYNAMIC HT  -         135.571 (meters)     444.79  (feet)  COMP
 LX2647  MODELED GRAV-     980,265.6   (mgal)                       NAVD 88
 LX2647
 LX2647  VERT ORDER  -  FIRST     CLASS II
 LX2647
 LX2647.The horizontal coordinates were scaled from a topographic map and have
 LX2647.an estimated accuracy of +/- 6 seconds.
 LX2647
 LX2647.The orthometric height was determined by differential leveling
 LX2647.and adjusted by the National Geodetic Survey in June 1991..
 LX2647
 LX2647.The geoid height was determined by GEOID03.
 LX2647
 LX2647.The dynamic height is computed by dividing the NAVD 88
 LX2647.geopotential number by the normal gravity value computed on the
 LX2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2647.degrees latitude (g = 980.6199 gals.).
 LX2647
 LX2647.The modeled gravity was interpolated from observed gravity values.
 LX2647
 LX2647;                    North         East    Units  Estimated Accuracy
 LX2647;SPC CT       -   214,430.      322,130.      MT  (+/- 180 meters Scaled)
 LX2647
 LX2647                          SUPERSEDED SURVEY CONTROL
 LX2647
 LX2647.No superseded survey control is available for this station.
 LX2647
 LX2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL054851(NAD 83)
 LX2647_MARKER: DB = BENCH MARK DISK
 LX2647_SETTING: 66 = SET IN ROCK OUTCROP
 LX2647_SP_SET: ROCK OUTCROP
 LX2647_STAMPING: J 84 1985
 LX2647_MARK LOGO: NGS   
 LX2647_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2647+STABILITY: POSITION/ELEVATION WELL
 LX2647
 LX2647  HISTORY     - Date     Condition        Report By
 LX2647  HISTORY     - 1985     MONUMENTED       NGS
 LX2647  HISTORY     - 19950618 GOOD             USPSQD
 LX2647
 LX2647                          STATION DESCRIPTION
 LX2647
 LX2647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2647'8.4 KM (5.25 MI) WEST FROM CHESTER.
 LX2647'8.4 KM (5.25 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2647'NORTH MAIN STREET IN CHESTER TO THE MARK ON THE RIGHT, 14.2 METERS
 LX2647'(46.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.5 METERS (44.4
 LX2647'FT) NORTHWEST OF POWER POLE 78.
 LX2647'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2647'THE MARK IS 1.5 M ABOVE HIGHWAY.
 LX2647
 LX2647                          STATION RECOVERY (1995)
 LX2647
 LX2647'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3007 ***********************************************************************
 LX3007  DESIGNATION -  J 85
 LX3007  PID         -  LX3007
 LX3007  STATE/COUNTY-  CT/WINDHAM
 LX3007  USGS QUAD   -  WESTFORD (1983)
 LX3007
 LX3007                         *CURRENT SURVEY CONTROL
 LX3007  ___________________________________________________________________
 LX3007* NAD 83(1986)-  41 54 12.     (N)    072 10 08.     (W)     SCALED    
 LX3007* NAVD 88     -       184.350  (meters)     604.82   (feet)  ADJUSTED  
 LX3007  ___________________________________________________________________
 LX3007  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX3007  DYNAMIC HT  -         184.289 (meters)     604.62  (feet)  COMP
 LX3007  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX3007
 LX3007  VERT ORDER  -  FIRST     CLASS II
 LX3007
 LX3007.The horizontal coordinates were scaled from a topographic map and have
 LX3007.an estimated accuracy of +/- 6 seconds.
 LX3007
 LX3007.The orthometric height was determined by differential leveling
 LX3007.and adjusted by the National Geodetic Survey in June 1991..
 LX3007
 LX3007.The geoid height was determined by GEOID03.
 LX3007
 LX3007.The dynamic height is computed by dividing the NAVD 88
 LX3007.geopotential number by the normal gravity value computed on the
 LX3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3007.degrees latitude (g = 980.6199 gals.).
 LX3007
 LX3007.The modeled gravity was interpolated from observed gravity values.
 LX3007
 LX3007;                    North         East    Units  Estimated Accuracy
 LX3007;SPC CT       -   271,400.      353,020.      MT  (+/- 180 meters Scaled)
 LX3007
 LX3007                          SUPERSEDED SURVEY CONTROL
 LX3007
 LX3007.No superseded survey control is available for this station.
 LX3007
 LX3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM348429(NAD 83)
 LX3007_MARKER: DB = BENCH MARK DISK
 LX3007_SETTING: 66 = SET IN ROCK OUTCROP
 LX3007_SP_SET: ROCK CUT
 LX3007_STAMPING: J 85 1986
 LX3007_MARK LOGO: NGS   
 LX3007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3007+STABILITY: POSITION/ELEVATION WELL
 LX3007
 LX3007  HISTORY     - Date     Condition        Report By
 LX3007  HISTORY     - 1986     MONUMENTED       NGS
 LX3007  HISTORY     - 20031001 GOOD             INDIV
 LX3007
 LX3007                          STATION DESCRIPTION
 LX3007
 LX3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3007'4.7 KM (2.95 MI) NORTH FROM ASHFORD.
 LX3007'0.16 KM (0.1 MI) EAST ALONG STATE HIGHWAY 44 FROM THE POST OFFICE IN
 LX3007'ASHFORD, THENCE 4.59 KM (2.85 MI) NORTH ALONG STATE HIGHWAY 89 TO THE
 LX3007'MARK ON THE RIGHT.  IT IS 4.91 METERS (16.1 FT) EAST OF THE CENTERLINE
 LX3007'OF THE HIGHWAY, 52.12 METERS (171.0 FT) SOUTHWEST OF SNET POLE NO.
 LX3007'622 AND 42.98 METERS (141.0 FT) NORTH OF SNET POLE NO. 620.
 LX3007'THE MARK IS 1.22 M ABOVE HIGHWAY.
 LX3007
 LX3007                          STATION RECOVERY (2003)
 LX3007
 LX3007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2922 ***********************************************************************
 LX2922  DESIGNATION -  J 86
 LX2922  PID         -  LX2922
 LX2922  STATE/COUNTY-  CT/TOLLAND
 LX2922  USGS QUAD   -  COVENTRY (1983)
 LX2922
 LX2922                         *CURRENT SURVEY CONTROL
 LX2922  ___________________________________________________________________
 LX2922* NAD 83(1986)-  41 50 25.     (N)    072 19 15.     (W)     SCALED    
 LX2922* NAVD 88     -       144.097  (meters)     472.76   (feet)  ADJUSTED  
 LX2922  ___________________________________________________________________
 LX2922  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX2922  DYNAMIC HT  -         144.049 (meters)     472.60  (feet)  COMP
 LX2922  MODELED GRAV-     980,287.1   (mgal)                       NAVD 88
 LX2922
 LX2922  VERT ORDER  -  FIRST     CLASS II
 LX2922
 LX2922.The horizontal coordinates were scaled from a topographic map and have
 LX2922.an estimated accuracy of +/- 6 seconds.
 LX2922
 LX2922.The orthometric height was determined by differential leveling
 LX2922.and adjusted by the National Geodetic Survey in June 1991..
 LX2922
 LX2922.The geoid height was determined by GEOID03.
 LX2922
 LX2922.The dynamic height is computed by dividing the NAVD 88
 LX2922.geopotential number by the normal gravity value computed on the
 LX2922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2922.degrees latitude (g = 980.6199 gals.).
 LX2922
 LX2922.The modeled gravity was interpolated from observed gravity values.
 LX2922
 LX2922;                    North         East    Units  Estimated Accuracy
 LX2922;SPC CT       -   264,320.      340,450.      MT  (+/- 180 meters Scaled)
 LX2922
 LX2922                          SUPERSEDED SURVEY CONTROL
 LX2922
 LX2922.No superseded survey control is available for this station.
 LX2922
 LX2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM224355(NAD 83)
 LX2922_MARKER: DB = BENCH MARK DISK
 LX2922_SETTING: 66 = SET IN ROCK OUTCROP
 LX2922_SP_SET: ROCK OUTCROP
 LX2922_STAMPING: J 86 1986
 LX2922_MARK LOGO: NGS   
 LX2922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2922+STABILITY: POSITION/ELEVATION WELL
 LX2922
 LX2922  HISTORY     - Date     Condition        Report By
 LX2922  HISTORY     - 1986     MONUMENTED       NGS
 LX2922
 LX2922                          STATION DESCRIPTION
 LX2922
 LX2922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2922'5.9 KM (3.65 MI) SE FROM TOLLAND.
 LX2922'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2922'IN TOLLAND, THENCE 5.39 KM (3.35 MI) SOUTHEAST ALONG STATE HIGHWAY
 LX2922'195 TO THE MARK ON THE LEFT.  IT IS 10.21 METERS (33.5 FT) NORTHEAST
 LX2922'OF THE CENTERLINE OF THE HIGHWAY, 9.23 METERS (30.3 FT) EAST OF THE
 LX2922'EAST END OF A CULVERT AND 4.42 METERS (14.5 FT) NORTH OF THE EAST END
 LX2922'OF A GUARDRAIL.
 LX2922'THE MARK IS 0.46 METERS  W FROM  A WITNESS POST
 LX2922'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2972 ***********************************************************************
 LX2972  DESIGNATION -  J 87
 LX2972  PID         -  LX2972
 LX2972  STATE/COUNTY-  CT/TOLLAND
 LX2972  USGS QUAD   -  COVENTRY (1983)
 LX2972
 LX2972                         *CURRENT SURVEY CONTROL
 LX2972  ___________________________________________________________________
 LX2972* NAD 83(1986)-  41 50 04.     (N)    072 15 01.     (W)     SCALED    
 LX2972* NAVD 88     -       124.052  (meters)     406.99   (feet)  ADJUSTED  
 LX2972  ___________________________________________________________________
 LX2972  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2972  DYNAMIC HT  -         124.010 (meters)     406.86  (feet)  COMP
 LX2972  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX2972
 LX2972  VERT ORDER  -  FIRST     CLASS II
 LX2972
 LX2972.The horizontal coordinates were scaled from a topographic map and have
 LX2972.an estimated accuracy of +/- 6 seconds.
 LX2972
 LX2972.The orthometric height was determined by differential leveling
 LX2972.and adjusted by the National Geodetic Survey in June 1991..
 LX2972
 LX2972.The geoid height was determined by GEOID03.
 LX2972
 LX2972.The dynamic height is computed by dividing the NAVD 88
 LX2972.geopotential number by the normal gravity value computed on the
 LX2972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2972.degrees latitude (g = 980.6199 gals.).
 LX2972
 LX2972.The modeled gravity was interpolated from observed gravity values.
 LX2972
 LX2972;                    North         East    Units  Estimated Accuracy
 LX2972;SPC CT       -   263,700.      346,310.      MT  (+/- 180 meters Scaled)
 LX2972
 LX2972                          SUPERSEDED SURVEY CONTROL
 LX2972
 LX2972.No superseded survey control is available for this station.
 LX2972
 LX2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM283350(NAD 83)
 LX2972_MARKER: DB = BENCH MARK DISK
 LX2972_SETTING: 66 = SET IN ROCK OUTCROP
 LX2972_SP_SET: ROCK LEDGE
 LX2972_STAMPING: J 87 1986
 LX2972_MARK LOGO: NGS   
 LX2972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2972+STABILITY: POSITION/ELEVATION WELL
 LX2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2972+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX2972
 LX2972  HISTORY     - Date     Condition        Report By
 LX2972  HISTORY     - 1986     MONUMENTED       NGS
 LX2972  HISTORY     - 20050409 GOOD             GEOCAC
 LX2972
 LX2972                          STATION DESCRIPTION
 LX2972
 LX2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2972'6.6 KM (4.1 MI) NE FROM MANSFIELD DEPOT.
 LX2972'6.6 KM (4.1 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2972'IN MANSFIELD DEPOT TO THE MARK ON THE RIGHT IN A SMALL ROCK LEDGE.  IT
 LX2972'IS 9.45 METERS (31.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.84
 LX2972'METERS (81.5 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM UTILITY POLE
 LX2972'NO. 4190 AND 3.66 METERS (12.0 FT) WEST OF A 20-INCH TREE THAT IS
 LX2972'LEANING SLIGHTLY AWAY FROM THE HIGHWAY.
 LX2972'THE MARK IS 0.9 METERS  W FROM  A WITNESS POST
 LX2972'THE MARK IS 1.25 M ABOVE HIGHWAY.
 LX2972
 LX2972                          STATION RECOVERY (2005)
 LX2972
 LX2972'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX2972'THE COORDINATES I TOOK ARE N41 50 05.1  W072 14 58.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2322 ***********************************************************************
 MY2322  DESIGNATION -  J 88
 MY2322  PID         -  MY2322
 MY2322  STATE/COUNTY-  CT/WINDHAM
 MY2322  USGS QUAD   -  WEBSTER (1979)
 MY2322
 MY2322                         *CURRENT SURVEY CONTROL
 MY2322  ___________________________________________________________________
 MY2322* NAD 83(1986)-  42 00 36.     (N)    071 55 21.     (W)     SCALED    
 MY2322* NAVD 88     -       136.849  (meters)     448.98   (feet)  ADJUSTED  
 MY2322  ___________________________________________________________________
 MY2322  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 MY2322  DYNAMIC HT  -         136.805 (meters)     448.83  (feet)  COMP
 MY2322  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 MY2322
 MY2322  VERT ORDER  -  FIRST     CLASS II
 MY2322
 MY2322.The horizontal coordinates were scaled from a topographic map and have
 MY2322.an estimated accuracy of +/- 6 seconds.
 MY2322
 MY2322.The orthometric height was determined by differential leveling
 MY2322.and adjusted by the National Geodetic Survey in June 1991..
 MY2322
 MY2322.The geoid height was determined by GEOID03.
 MY2322
 MY2322.The dynamic height is computed by dividing the NAVD 88
 MY2322.geopotential number by the normal gravity value computed on the
 MY2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2322.degrees latitude (g = 980.6199 gals.).
 MY2322
 MY2322.The modeled gravity was interpolated from observed gravity values.
 MY2322
 MY2322;                    North         East    Units  Estimated Accuracy
 MY2322;SPC CT       -   283,410.      373,350.      MT  (+/- 180 meters Scaled)
 MY2322
 MY2322                          SUPERSEDED SURVEY CONTROL
 MY2322
 MY2322.No superseded survey control is available for this station.
 MY2322
 MY2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG579550(NAD 83)
 MY2322_MARKER: DB = BENCH MARK DISK
 MY2322_SETTING: 66 = SET IN ROCK OUTCROP
 MY2322_SP_SET: ROCK CUT
 MY2322_STAMPING: J 88 1986
 MY2322_MARK LOGO: NGS   
 MY2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY2322+STABILITY: POSITION/ELEVATION WELL
 MY2322
 MY2322  HISTORY     - Date     Condition        Report By
 MY2322  HISTORY     - 1986     MONUMENTED       NGS
 MY2322  HISTORY     - 19961020 GOOD             USPSQD
 MY2322  HISTORY     - 20040415 GOOD             GEOCAC
 MY2322
 MY2322                          STATION DESCRIPTION
 MY2322
 MY2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2322'3.0 KM (1.85 MI) SE FROM QUINEBAUG.
 MY2322'3.0 KM (1.85 MI) SOUTHWEST ALONG STATE HIGHWAY 131 FROM THE JUNCTION
 MY2322'OF STATE HIGHWAY 197 IN QUINEBAUG TO THE MARK ON THE LEFT IN TOP OF
 MY2322'THE NORTHWEST END OF A ROCK CUT.  IT IS 4.88 METERS (16.0 FT)
 MY2322'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 16.25 METERS (53.3 FT)
 MY2322'NORTH AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 2417.
 MY2322'THE MARK IS 0.8 M ABOVE HIGHWAY.
 MY2322
 MY2322                          STATION RECOVERY (1996)
 MY2322
 MY2322'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY2322'RECOVERED IN GOOD CONDITION.
 MY2322
 MY2322                          STATION RECOVERY (2004)
 MY2322
 MY2322'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 MY2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1837 ***********************************************************************
 LW1837  DESIGNATION -  J 89
 LW1837  PID         -  LW1837
 LW1837  STATE/COUNTY-  CT/NEW LONDON
 LW1837  USGS QUAD   -  JEWETT CITY (1984)
 LW1837
 LW1837                         *CURRENT SURVEY CONTROL
 LW1837  ___________________________________________________________________
 LW1837* NAD 83(1986)-  41 31 29.     (N)    071 52 44.     (W)     SCALED    
 LW1837* NAVD 88     -        80.509  (meters)     264.14   (feet)  ADJUSTED  
 LW1837  ___________________________________________________________________
 LW1837  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LW1837  DYNAMIC HT  -          80.480 (meters)     264.04  (feet)  COMP
 LW1837  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 LW1837
 LW1837  VERT ORDER  -  FIRST     CLASS II
 LW1837
 LW1837.The horizontal coordinates were scaled from a topographic map and have
 LW1837.an estimated accuracy of +/- 6 seconds.
 LW1837
 LW1837.The orthometric height was determined by differential leveling
 LW1837.and adjusted by the National Geodetic Survey in June 1991..
 LW1837
 LW1837.The geoid height was determined by GEOID03.
 LW1837
 LW1837.The dynamic height is computed by dividing the NAVD 88
 LW1837.geopotential number by the normal gravity value computed on the
 LW1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1837.degrees latitude (g = 980.6199 gals.).
 LW1837
 LW1837.The modeled gravity was interpolated from observed gravity values.
 LW1837
 LW1837;                    North         East    Units  Estimated Accuracy
 LW1837;SPC CT       -   229,550.      377,510.      MT  (+/- 180 meters Scaled)
 LW1837
 LW1837                          SUPERSEDED SURVEY CONTROL
 LW1837
 LW1837.No superseded survey control is available for this station.
 LW1837
 LW1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG597010(NAD 83)
 LW1837_MARKER: DB = BENCH MARK DISK
 LW1837_SETTING: 80 = SET IN A BOULDER
 LW1837_SP_SET: BOULDER
 LW1837_STAMPING: J 89 1986
 LW1837_MARK LOGO: NGS   
 LW1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1837+STABILITY: SURFACE MOTION
 LW1837
 LW1837  HISTORY     - Date     Condition        Report By
 LW1837  HISTORY     - 1986     MONUMENTED       NGS
 LW1837
 LW1837                          STATION DESCRIPTION
 LW1837
 LW1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1837'3.4 KM (2.1 MI) SOUTH FROM GLASGO.
 LW1837'3.4 KM (2.1 MI) SOUTH ALONG STATE HIGHWAY 201 FROM THE INTERSECTION OF
 LW1837'STATE HIGHWAY 165 IN GLASGO TO THE JUNCTION OF A GRAVEL ROAD LEADING
 LW1837'EAST TO CONNECTICUT BAPTIST CAMP WIGHTMAN (COAL PIT HILL ROAD) AND THE
 LW1837'MARK ON THE LEFT IN THE NORTHEAST ANGLE OF THE JUNCTION, IN TOP OF A
 LW1837'BOULDER MEASURING 7 X 9 FEET AND PROJECTING 1.0 FEET ABOVE THE GRAVEL
 LW1837'ROAD.  IT IS 6.40 METERS (21.0 FT) NORTH OF THE CENTER OF COAL PIT
 LW1837'HILL ROAD.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE A ROD IN THIS
 LW1837'AREA.
 LW1837'THE MARK IS 0.24 METERS  S FROM  A WITNESS POST
 LW1837'THE MARK IS 0.30 M ABOVE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0011 ***********************************************************************
 LX0011  DESIGNATION -  J 9
 LX0011  PID         -  LX0011
 LX0011  STATE/COUNTY-  CT/WINDHAM
 LX0011  USGS QUAD   -  WILLIMANTIC (1984)
 LX0011
 LX0011                         *CURRENT SURVEY CONTROL
 LX0011  ___________________________________________________________________
 LX0011* NAD 83(1986)-  41 42 43.     (N)    072 13 35.     (W)     SCALED    
 LX0011* NAVD 88     -        74.387  (meters)     244.05   (feet)  ADJUSTED  
 LX0011  ___________________________________________________________________
 LX0011  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0011  DYNAMIC HT  -          74.361 (meters)     243.97  (feet)  COMP
 LX0011  MODELED GRAV-     980,268.2   (mgal)                       NAVD 88
 LX0011
 LX0011  VERT ORDER  -  FIRST     CLASS II
 LX0011
 LX0011.The horizontal coordinates were scaled from a topographic map and have
 LX0011.an estimated accuracy of +/- 6 seconds.
 LX0011
 LX0011.The orthometric height was determined by differential leveling
 LX0011.and adjusted by the National Geodetic Survey in June 1991..
 LX0011
 LX0011.The geoid height was determined by GEOID03.
 LX0011
 LX0011.The dynamic height is computed by dividing the NAVD 88
 LX0011.geopotential number by the normal gravity value computed on the
 LX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0011.degrees latitude (g = 980.6199 gals.).
 LX0011
 LX0011.The modeled gravity was interpolated from observed gravity values.
 LX0011
 LX0011;                    North         East    Units  Estimated Accuracy
 LX0011;SPC CT       -   250,110.      348,380.      MT  (+/- 180 meters Scaled)
 LX0011
 LX0011                          SUPERSEDED SURVEY CONTROL
 LX0011
 LX0011  NGVD 29 (??/??/92)   74.639  (m)          244.88   (f) ADJ UNCH    1 2
 LX0011
 LX0011.Superseded values are not recommended for survey control.
 LX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0011.See file dsdata.txt to determine how the superseded data were derived.
 LX0011
 LX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM307215(NAD 83)
 LX0011_MARKER: DB = BENCH MARK DISK
 LX0011_SETTING: 66 = SET IN ROCK OUTCROP
 LX0011_SP_SET: ROCK LEDGE
 LX0011_STAMPING: 244.878 FT J 9 1923
 LX0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0011+STABILITY: POSITION/ELEVATION WELL
 LX0011
 LX0011  HISTORY     - Date     Condition        Report By
 LX0011  HISTORY     - 1923     MONUMENTED       CGS
 LX0011  HISTORY     - 1951     GOOD             NGS
 LX0011  HISTORY     - 1962     MARK NOT FOUND   CNWRR
 LX0011
 LX0011                          STATION DESCRIPTION
 LX0011
 LX0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0011'AT WILLIMATIC.
 LX0011'AT WILLIAMTIC, WINDHAM COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0011'HARTFORD RAILROAD, ABOUT 3/4 MILE WEST OF THE PASSENGER STATION,
 LX0011'IN THE FREIGHT YARDS, 11.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 LX0011'SOUTHERNMOST TRACK, 57 FEET NORTHEAST OF THE NORTH ONE OF A PAIR
 LX0011'OF POLES CARRYING HIGH-TENSION WIRES (EITHER THE FIRST OR THE
 LX0011'LAST PAIR OF POLES ON THE NORTH SIDE OF WILLIMANTIC RIVER), IN
 LX0011'LINE WITH A ROW OF POLES ON THE WEST SIDE OF WINTER STREET
 LX0011'(WINGER STREET BRANCHES OFF MAIN STREET 0.4 MILE WEST OF THE POST
 LX0011'OFFICE), IN A ROCK LEDGE ON A SLANT, AND ABOUT ONE FOOT LOWER
 LX0011'THAN THE TRACK.  A STANDARD DISK, STAMPED 244.878 FT J 9 1923.
 LX0011
 LX0011                          STATION RECOVERY (1962)
 LX0011
 LX0011'RECOVERY NOTE BY CHICAGO AND NORTH WESTERN RAILROAD 1962
 LX0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3347 ***********************************************************************
 LX3347  DESIGNATION -  J 90
 LX3347  PID         -  LX3347
 LX3347  STATE/COUNTY-  CT/NEW LONDON
 LX3347  USGS QUAD   -  DEEP RIVER (1971)
 LX3347
 LX3347                         *CURRENT SURVEY CONTROL
 LX3347  ___________________________________________________________________
 LX3347* NAD 83(1986)-  41 25 27.     (N)    072 22 40.     (W)     SCALED    
 LX3347* NAVD 88     -        70.283  (meters)     230.59   (feet)  ADJUSTED  
 LX3347  ___________________________________________________________________
 LX3347  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX3347  DYNAMIC HT  -          70.259 (meters)     230.51  (feet)  COMP
 LX3347  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX3347
 LX3347  VERT ORDER  -  FIRST     CLASS II
 LX3347
 LX3347.The horizontal coordinates were scaled from a topographic map and have
 LX3347.an estimated accuracy of +/- 6 seconds.
 LX3347
 LX3347.The orthometric height was determined by differential leveling
 LX3347.and adjusted by the National Geodetic Survey in June 1991..
 LX3347
 LX3347.The geoid height was determined by GEOID03.
 LX3347
 LX3347.The dynamic height is computed by dividing the NAVD 88
 LX3347.geopotential number by the normal gravity value computed on the
 LX3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3347.degrees latitude (g = 980.6199 gals.).
 LX3347
 LX3347.The modeled gravity was interpolated from observed gravity values.
 LX3347
 LX3347;                    North         East    Units  Estimated Accuracy
 LX3347;SPC CT       -   218,080.      335,920.      MT  (+/- 180 meters Scaled)
 LX3347
 LX3347                          SUPERSEDED SURVEY CONTROL
 LX3347
 LX3347.No superseded survey control is available for this station.
 LX3347
 LX3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL191891(NAD 83)
 LX3347_MARKER: I = METAL ROD
 LX3347_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3347+WITH SETTING: INFORMATION.
 LX3347_SP_SET: STAINLESS STEEL ROD
 LX3347_STAMPING: J 90 1986
 LX3347_MARK LOGO: NGS   
 LX3347_PROJECTION: FLUSH
 LX3347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3347_ROD/PIPE-DEPTH: 1.77 meters
 LX3347
 LX3347  HISTORY     - Date     Condition        Report By
 LX3347  HISTORY     - 1986     MONUMENTED       NGS
 LX3347  HISTORY     - 1989     GOOD             USPSQD
 LX3347  HISTORY     - 1990     GOOD             USPSQD
 LX3347  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LX3347
 LX3347                          STATION DESCRIPTION
 LX3347
 LX3347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3347'1.9 KM (1.15 MI) NE FROM HADLYME.
 LX3347'1.9 KM (1.15 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3347'STATE HIGHWAY 148 IN HADLYME TO THE JUNCTION OF CLARK ROAD AND THE
 LX3347'MARK ON THE LEFT.  IT IS 12.95 METERS (42.5 FT) NORTH-NORTHEAST OF THE
 LX3347'CENTERLINE OF THE HIGHWAY, 4.88 METERS (16.0 FT) NORTHWEST OF THE
 LX3347'CENTER OF CLARK ROAD AND 0.82 METER (2.7 FT) NORTH-NORTHEAST OF A STOP
 LX3347'SIGN.
 LX3347'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3347'THE MARK IS 0.47 METERS  SE FROM  A WITNESS POST
 LX3347'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3347
 LX3347                          STATION RECOVERY (1989)
 LX3347
 LX3347'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3347'RECOVERED IN GOOD CONDITION.
 LX3347
 LX3347                          STATION RECOVERY (1990)
 LX3347
 LX3347'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3347'RECOVERED IN GOOD CONDITION.
 LX3347
 LX3347                          STATION RECOVERY (2001)
 LX3347
 LX3347'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3287 ***********************************************************************
 LX3287  DESIGNATION -  J 91
 LX3287  PID         -  LX3287
 LX3287  STATE/COUNTY-  CT/HARTFORD
 LX3287  USGS QUAD   -  GLASTONBURY (1992)
 LX3287
 LX3287                         *CURRENT SURVEY CONTROL
 LX3287  ___________________________________________________________________
 LX3287* NAD 83(1986)-  41 42 45.     (N)    072 36 31.     (W)     SCALED    
 LX3287* NAVD 88     -        14.539  (meters)      47.70   (feet)  ADJUSTED  
 LX3287  ___________________________________________________________________
 LX3287  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX3287  DYNAMIC HT  -          14.535 (meters)      47.69  (feet)  COMP
 LX3287  MODELED GRAV-     980,314.6   (mgal)                       NAVD 88
 LX3287
 LX3287  VERT ORDER  -  FIRST     CLASS II
 LX3287
 LX3287.The horizontal coordinates were scaled from a topographic map and have
 LX3287.an estimated accuracy of +/- 6 seconds.
 LX3287
 LX3287.The orthometric height was determined by differential leveling
 LX3287.and adjusted by the National Geodetic Survey in June 1991..
 LX3287
 LX3287.The geoid height was determined by GEOID03.
 LX3287
 LX3287.The dynamic height is computed by dividing the NAVD 88
 LX3287.geopotential number by the normal gravity value computed on the
 LX3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3287.degrees latitude (g = 980.6199 gals.).
 LX3287
 LX3287.The modeled gravity was interpolated from observed gravity values.
 LX3287
 LX3287;                    North         East    Units  Estimated Accuracy
 LX3287;SPC CT       -   250,050.      316,570.      MT  (+/- 180 meters Scaled)
 LX3287
 LX3287                          SUPERSEDED SURVEY CONTROL
 LX3287
 LX3287.No superseded survey control is available for this station.
 LX3287
 LX3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM989206(NAD 83)
 LX3287_MARKER: I = METAL ROD
 LX3287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3287_SP_SET: STAINLESS STEEL ROD
 LX3287_STAMPING: J 91 1986
 LX3287_MARK LOGO: NGS   
 LX3287_PROJECTION: FLUSH
 LX3287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3287_ROD/PIPE-DEPTH: 24.3 meters
 LX3287
 LX3287  HISTORY     - Date     Condition        Report By
 LX3287  HISTORY     - 1986     MONUMENTED       NGS
 LX3287
 LX3287                          STATION DESCRIPTION
 LX3287
 LX3287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3287'IN GLASTONBURY.
 LX3287'MARK IS LOCATED IN GLASTONBURY IN THE NORTHEAST ANGLE OF THE
 LX3287'INTERSECTION OF MAIN STREET AND HEBRON AVENUE.  IT IS 11.2 METERS
 LX3287'(36.8 FT) EAST OF THE CENTERLINE OF MAIN STREET, 23.3 METERS (76.5 FT)
 LX3287'NORTH OF THE CENTERLINE OF HEBRON AVENUE, 0.94 METERS (3.1 FT) NORTH
 LX3287'OF THE WEST END OF A ROCK WALL AND 0.42 METERS (1.4 FT) EAST
 LX3287'OF THE EAST EDGE OF A SIDEWALK.
 LX3287'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3287'THE MARK IS 0.18 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3085 ***********************************************************************
 LX3085  DESIGNATION -  J 92
 LX3085  PID         -  LX3085
 LX3085  STATE/COUNTY-  CT/MIDDLESEX
 LX3085  USGS QUAD   -  MOODUS (1984)
 LX3085
 LX3085                         *CURRENT SURVEY CONTROL
 LX3085  ___________________________________________________________________
 LX3085* NAD 83(1986)-  41 35 34.     (N)    072 29 24.     (W)     SCALED    
 LX3085* NAVD 88     -       161.011  (meters)     528.25   (feet)  ADJUSTED  
 LX3085  ___________________________________________________________________
 LX3085  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX3085  DYNAMIC HT  -         160.956 (meters)     528.07  (feet)  COMP
 LX3085  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX3085
 LX3085  VERT ORDER  -  FIRST     CLASS II
 LX3085
 LX3085.The horizontal coordinates were scaled from a topographic map and have
 LX3085.an estimated accuracy of +/- 6 seconds.
 LX3085
 LX3085.The orthometric height was determined by differential leveling
 LX3085.and adjusted by the National Geodetic Survey in June 1991..
 LX3085
 LX3085.The geoid height was determined by GEOID03.
 LX3085
 LX3085.The dynamic height is computed by dividing the NAVD 88
 LX3085.geopotential number by the normal gravity value computed on the
 LX3085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3085.degrees latitude (g = 980.6199 gals.).
 LX3085
 LX3085.The modeled gravity was interpolated from observed gravity values.
 LX3085
 LX3085;                    North         East    Units  Estimated Accuracy
 LX3085;SPC CT       -   236,780.      326,480.      MT  (+/- 180 meters Scaled)
 LX3085
 LX3085                          SUPERSEDED SURVEY CONTROL
 LX3085
 LX3085.No superseded survey control is available for this station.
 LX3085
 LX3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM092076(NAD 83)
 LX3085_MARKER: I = METAL ROD
 LX3085_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3085_SP_SET: STAINLESS STEEL ROD
 LX3085_STAMPING: J 92 1986
 LX3085_MARK LOGO: NGS   
 LX3085_PROJECTION: FLUSH
 LX3085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3085_ROD/PIPE-DEPTH: 3.3  meters
 LX3085
 LX3085  HISTORY     - Date     Condition        Report By
 LX3085  HISTORY     - 1986     MONUMENTED       NGS
 LX3085
 LX3085                          STATION DESCRIPTION
 LX3085
 LX3085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3085'1.7 KM (1.05 MI) EAST FROM EAST HAMPTON.
 LX3085'1.7 KM (1.05 MI) EAST ALONG STATE HIGHWAY 66 FROM THE TOWN HALL IN
 LX3085'EAST HAMPTON TO THE MARK ON THE RIGHT, 6.9 METERS (22.8 FT) EAST OF
 LX3085'THE CENTERLINE OF THE HIGHWAY, 11.5 METERS (38.0 FT) SOUTH OF THE
 LX3085'CENTER OF A DRIVEWAY, 0.27 METER (0.9 FT) EAST OF POWER POLE NO. 1935
 LX3085'WITH TWO GUY WIRES.
 LX3085'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3085'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3045 ***********************************************************************
 LX3045  DESIGNATION -  J 93
 LX3045  PID         -  LX3045
 LX3045  STATE/COUNTY-  CT/WINDHAM
 LX3045  USGS QUAD   -  WILLIMANTIC (1984)
 LX3045
 LX3045                         *CURRENT SURVEY CONTROL
 LX3045  ___________________________________________________________________
 LX3045* NAD 83(1986)-  41 41 56.     (N)    072 10 09.     (W)     SCALED    
 LX3045* NAVD 88     -        68.126  (meters)     223.51   (feet)  ADJUSTED  
 LX3045  ___________________________________________________________________
 LX3045  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX3045  DYNAMIC HT  -          68.102 (meters)     223.43  (feet)  COMP
 LX3045  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX3045
 LX3045  VERT ORDER  -  FIRST     CLASS II
 LX3045
 LX3045.The horizontal coordinates were scaled from a topographic map and have
 LX3045.an estimated accuracy of +/- 6 seconds.
 LX3045
 LX3045.The orthometric height was determined by differential leveling
 LX3045.and adjusted by the National Geodetic Survey in June 1991..
 LX3045
 LX3045.The geoid height was determined by GEOID03.
 LX3045
 LX3045.The dynamic height is computed by dividing the NAVD 88
 LX3045.geopotential number by the normal gravity value computed on the
 LX3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3045.degrees latitude (g = 980.6199 gals.).
 LX3045
 LX3045.The modeled gravity was interpolated from observed gravity values.
 LX3045
 LX3045;                    North         East    Units  Estimated Accuracy
 LX3045;SPC CT       -   248,690.      353,150.      MT  (+/- 180 meters Scaled)
 LX3045
 LX3045                          SUPERSEDED SURVEY CONTROL
 LX3045
 LX3045.No superseded survey control is available for this station.
 LX3045
 LX3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM355202(NAD 83)
 LX3045_MARKER: I = METAL ROD
 LX3045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3045_SP_SET: STAINLESS STEEL ROD
 LX3045_STAMPING: J 93 1986
 LX3045_MARK LOGO: NGS   
 LX3045_PROJECTION: FLUSH
 LX3045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3045_ROD/PIPE-DEPTH: 25.9 meters
 LX3045
 LX3045  HISTORY     - Date     Condition        Report By
 LX3045  HISTORY     - 1986     MONUMENTED       NGS
 LX3045  HISTORY     - 19961117 GOOD             USPSQD
 LX3045
 LX3045                          STATION DESCRIPTION
 LX3045
 LX3045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3045'1.0 KM (0.65 MI) WEST FROM WINDHAM.
 LX3045'1.0 KM (0.65 MI) WEST ALONG PLAINS ROAD FROM THE POST OFFICE IN
 LX3045'WINDHAM TO THE MARK ON THE RIGHT AT THE EAST ENTRANCE DRIVE TO A
 LX3045'HOUSING COMPLEX, 6.40 METERS (21.0 FT) NORTH OF THE CENTERLINE OF THE
 LX3045'ROAD, 11.28 METERS (37.0 FT) EAST OF THE CENTER OF THE EAST ENTRANCE
 LX3045'DRIVE, 4.72 METERS (15.5 FT) WEST OF UTILITY POLE NO. 51, 0.61
 LX3045'METER (2.0 FT) WEST OF A GUY WIRE EYELET FOR THE UTILITY POLE.
 LX3045'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3045'THE MARK IS ABOVE LEVEL WITH ROAD.
 LX3045
 LX3045                          STATION RECOVERY (1996)
 LX3045
 LX3045'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3231 ***********************************************************************
 LX3231  DESIGNATION -  J 96
 LX3231  PID         -  LX3231
 LX3231  STATE/COUNTY-  CT/NEW LONDON
 LX3231  USGS QUAD   -  NORWICH (1983)
 LX3231
 LX3231                         *CURRENT SURVEY CONTROL
 LX3231  ___________________________________________________________________
 LX3231* NAD 83(1986)-  41 33 28.     (N)    072 07 17.     (W)     SCALED    
 LX3231* NAVD 88     -        48.375  (meters)     158.71   (feet)  ADJUSTED  
 LX3231  ___________________________________________________________________
 LX3231  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX3231  DYNAMIC HT  -          48.359 (meters)     158.66  (feet)  COMP
 LX3231  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LX3231
 LX3231  VERT ORDER  -  FIRST     CLASS II
 LX3231
 LX3231.The horizontal coordinates were scaled from a topographic map and have
 LX3231.an estimated accuracy of +/- 6 seconds.
 LX3231
 LX3231.The orthometric height was determined by differential leveling
 LX3231.and adjusted by the National Geodetic Survey in June 1991..
 LX3231
 LX3231.The geoid height was determined by GEOID03.
 LX3231
 LX3231.The dynamic height is computed by dividing the NAVD 88
 LX3231.geopotential number by the normal gravity value computed on the
 LX3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3231.degrees latitude (g = 980.6199 gals.).
 LX3231
 LX3231.The modeled gravity was interpolated from observed gravity values.
 LX3231
 LX3231;                    North         East    Units  Estimated Accuracy
 LX3231;SPC CT       -   233,050.      357,240.      MT  (+/- 180 meters Scaled)
 LX3231
 LX3231                          SUPERSEDED SURVEY CONTROL
 LX3231
 LX3231.No superseded survey control is available for this station.
 LX3231
 LX3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM400046(NAD 83)
 LX3231_MARKER: DB = BENCH MARK DISK
 LX3231_SETTING: 66 = SET IN ROCK OUTCROP
 LX3231_SP_SET: ROCK OUTCROP
 LX3231_STAMPING: J 96 1986
 LX3231_MARK LOGO: NGS   
 LX3231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3231+STABILITY: POSITION/ELEVATION WELL
 LX3231
 LX3231  HISTORY     - Date     Condition        Report By
 LX3231  HISTORY     - 1986     MONUMENTED       NGS
 LX3231  HISTORY     - 19910103 GOOD             USPSQD
 LX3231
 LX3231                          STATION DESCRIPTION
 LX3231
 LX3231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3231'4.0 KM (2.5 MI) NW FROM NORWICH.
 LX3231'4.0 KM (2.5 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3231'STATE HIGHWAY 169 IN NORWICH TO THE MARK ON THE RIGHT.  IT IS 10.36
 LX3231'METERS (34.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 26.52 METERS
 LX3231'(87.0 FT) NORTH OF AN ALUMINUM LAMP POLE NO. 97 AND 18.68 METERS (61.3
 LX3231'FT) SOUTHEAST OF THE SOUTH END OF A WIRE CABLE GUARDRAIL.
 LX3231'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX3231'THE MARK IS 1.83 M ABOVE HIGHWAY.
 LX3231
 LX3231                          STATION RECOVERY (1991)
 LX3231
 LX3231'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1844 ***********************************************************************
 LW1844  DESIGNATION -  J 97
 LW1844  PID         -  LW1844
 LW1844  STATE/COUNTY-  CT/NEW LONDON
 LW1844  USGS QUAD   -  OLD MYSTIC (1983)
 LW1844
 LW1844                         *CURRENT SURVEY CONTROL
 LW1844  ___________________________________________________________________
 LW1844* NAD 83(1986)-  41 27 03.     (N)    071 58 24.     (W)     SCALED    
 LW1844* NAVD 88     -        69.214  (meters)     227.08   (feet)  ADJUSTED  
 LW1844  ___________________________________________________________________
 LW1844  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW1844  DYNAMIC HT  -          69.190 (meters)     227.00  (feet)  COMP
 LW1844  MODELED GRAV-     980,267.3   (mgal)                       NAVD 88
 LW1844
 LW1844  VERT ORDER  -  FIRST     CLASS II
 LW1844
 LW1844.The horizontal coordinates were scaled from a topographic map and have
 LW1844.an estimated accuracy of +/- 6 seconds.
 LW1844
 LW1844.The orthometric height was determined by differential leveling
 LW1844.and adjusted by the National Geodetic Survey in June 1991..
 LW1844
 LW1844.The geoid height was determined by GEOID03.
 LW1844
 LW1844.The dynamic height is computed by dividing the NAVD 88
 LW1844.geopotential number by the normal gravity value computed on the
 LW1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1844.degrees latitude (g = 980.6199 gals.).
 LW1844
 LW1844.The modeled gravity was interpolated from observed gravity values.
 LW1844
 LW1844;                    North         East    Units  Estimated Accuracy
 LW1844;SPC CT       -   221,270.      369,700.      MT  (+/- 180 meters Scaled)
 LW1844
 LW1844                          SUPERSEDED SURVEY CONTROL
 LW1844
 LW1844.No superseded survey control is available for this station.
 LW1844
 LW1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF516930(NAD 83)
 LW1844_MARKER: DB = BENCH MARK DISK
 LW1844_SETTING: 66 = SET IN ROCK OUTCROP
 LW1844_SP_SET: ROCK OUTCROP
 LW1844_STAMPING: J 97 1986
 LW1844_MARK LOGO: NGS   
 LW1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1844+STABILITY: POSITION/ELEVATION WELL
 LW1844
 LW1844  HISTORY     - Date     Condition        Report By
 LW1844  HISTORY     - 1986     MONUMENTED       NGS
 LW1844
 LW1844                          STATION DESCRIPTION
 LW1844
 LW1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1844'4.1 KM (2.55 MI) NE FROM LEDYARD CENTER.
 LW1844'4.1 KM (2.55 MI) NORTHEAST ALONG STATE HIGHWAY 214 FROM THE
 LW1844'INTERSECTION OF STATE HIGHWAY 117 IN LEDYARD CENTER TO THE MARK ON THE
 LW1844'LEFT IN EXPOSED ROCK OUTCROP SLOPING UPWARD FROM THE HIGHWAY, 0.3 KM
 LW1844'(0.2 MI) NORTHEAST OF THE JUNCTION OF SHEWVILLE ROAD LEADING
 LW1844'SOUTHEAST.  IT IS 9.14 METERS (30.0 FT) NORTH OF THE CENTERLINE OF THE
 LW1844'HIGHWAY.  NOTE--MARK IS ON THE MASHANTUCKET PEQUOT INDIAN RESERVATION.
 LW1844'THE MARK IS 1.52 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7191 ***********************************************************************
 LX7191  DESIGNATION -  JAIL
 LX7191  PID         -  LX7191
 LX7191  STATE/COUNTY-  CT/NEW HAVEN
 LX7191  USGS QUAD   -  SOUTHINGTON (1992)
 LX7191
 LX7191                         *CURRENT SURVEY CONTROL
 LX7191  ___________________________________________________________________
 LX7191* NAD 83(1996)-  41 31 09.59945(N)    072 54 03.66649(W)     ADJUSTED  
 LX7191* NAVD 88     -        80.0    (meters)     262.     (feet)  VERTCON   
 LX7191  ___________________________________________________________________
 LX7191  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 LX7191  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX7191
 LX7191  HORZ ORDER  -  FIRST
 LX7191
 LX7191.The horizontal coordinates were established by classical geodetic methods
 LX7191.and adjusted by the National Geodetic Survey in August 1998..
 LX7191
 LX7191.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7191
 LX7191.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7191
 LX7191.The geoid height was determined by GEOID03.
 LX7191
 LX7191;                    North         East     Units Scale Factor Converg.
 LX7191;SPC CT       -   228,597.264   292,195.115   MT  0.99998317   -0 06 00.5
 LX7191;SPC CT       -   749,989.52    958,643.47   sFT  0.99998317   -0 06 00.5
 LX7191;UTM  18      - 4,598,537.612   675,139.525   MT  0.99997749   +1 23 30.2
 LX7191
 LX7191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7191!SPC CT       -   0.99999204  x   0.99998317  =   0.99997521
 LX7191!UTM  18      -   0.99999204  x   0.99997749  =   0.99996953
 LX7191
 LX7191|---------------------------------------------------------------------|
 LX7191| PID    Reference Object                     Distance      Geod. Az  |
 LX7191|                                                           dddmmss.s |
 LX7191| CZ6647 JAIL RM 1                            23.930 METERS 01341     |
 LX7191| LX7170 MERIDEN MICROWAVE TOWER             APPROX. 6.6 KM 0453605.7 |
 LX7191| LX7190 JAIL RM 3                           112.450 METERS 04957     |
 LX7191| LX7181 MERIDEN YOUTH CTR TANK              APPROX. 7.3 KM 0595732.1 |
 LX7191| LX7177 MERIDEN FIRST BAP CH SPIRE          APPROX. 9.1 KM 0802224.9 |
 LX7191| LX6378 WALLINGFORD SANITARIUM TANK         APPROX. 6.2 KM 1460559.5 |
 LX7191| CZ6648 JAIL RM 2                            26.370 METERS 17101     |
 LX7191| LX6547 CHESHIRE ATT MICROWAVE              APPROX. 4.3 KM 2134539.5 |
 LX7191| LX6549 FIELD                               APPROX. 7.2 KM 2451745.8 |
 LX7191|---------------------------------------------------------------------|
 LX7191
 LX7191                          SUPERSEDED SURVEY CONTROL
 LX7191
 LX7191  NAD 83(1992)-  41 31 09.59868(N)    072 54 03.66655(W) AD(       ) 1
 LX7191  NAD 83(1986)-  41 31 09.60085(N)    072 54 03.66879(W) AD(       ) 1
 LX7191  NAD 27      -  41 31 09.24977(N)    072 54 05.29990(W) AD(       ) 1
 LX7191  NGVD 29 (07/19/86)   80.3    (m)          263.     (f) VERT ANG       
 LX7191
 LX7191.Superseded values are not recommended for survey control.
 LX7191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7191.See file dsdata.txt to determine how the superseded data were derived.
 LX7191
 LX7191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7514098538(NAD 83)
 LX7191_MARKER: DS = TRIANGULATION STATION DISK
 LX7191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7191+STABILITY: SURFACE MOTION
 LX7191
 LX7191  HISTORY     - Date     Condition        Report By
 LX7191  HISTORY     - 1981     MONUMENTED       NGS
 LX7191
 LX7191                          STATION DESCRIPTION
 LX7191
 LX7191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7191'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) EAST-NORTHEAST OF
 LX7191'PROSPECT, 4.8 KM (3 MI) SOUTH OF THE HARTFORD COUNTY LINE,
 LX7191'2.4 KM (1.5 MI) NORTH OF CHESHIRE AND 0.4 KM (0.25 MI) WEST
 LX7191'OF STATE HIGHWAY 10.
 LX7191'OWNERSHIP--DEPARTMENT OF CORRECTION, MR JEROME SMITH,
 LX7191'ASSISTANT SUPERINTENDENT OF OPERATIONS, 900 MILLDALE ROAD,
 LX7191'CHESHIRE CT 06401, PHONE 203-272-5391.
 LX7191'
 LX7191'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10
 LX7191'AND 68 IN CHESHIRE.  GO NORTH ON STATE HIGHWAY 10 FOR 2.4 KM
 LX7191'(1.5 MI) TO THE REFORMATORY ENTRANCE ON LEFT.  TURN LEFT AND
 LX7191'GO WEST ON THE PAVED STREET FOR 0.2 KM (0.15 MI) TO A CROSS-
 LX7191'ROAD AT A LARGE REFORMATORY BUILDING.  TURN LEFT ON
 LX7191'THE PAVED AND THEN DIRT ROAD GOING SOUTHERLY FOR 0.2 KM (0.1 MI)
 LX7191'TO A GUARD TOWER ON THE RIGHT AND UTILITY LINE ON LEFT.  TURN
 LX7191'LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ALONG THE WEST SIDE OF
 LX7191'THE UTILITY LINE TO A ROW OF CEDAR TREES AND THE STATION ON
 LX7191'RIGHT.
 LX7191'
 LX7191'THE STATION IS A STANDARD NGS DISK
 LX7191'STAMPED---JAIL 1981---,
 LX7191'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7191'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 LX7191'24.3 METERS (79.7 FT) SOUTH-SOUTHWEST FROM POWER LINE POLE,
 LX7191'5.0 METERS (16.4 FT) WEST FROM A WITNESS POST AND
 LX7191'3.2 METERS (10.5 FT) WEST FROM THE WEST EDGE OF A ROW OF CEDAR
 LX7191'TREES.
 LX7191'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7191'STAMPED---JAIL 1981---,
 LX7191'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7191'
 LX7191'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7191'STAMPED---JAIL NO 1 1981---,
 LX7191'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7191'FLUSH WITH GROUND.  IT IS LOCATED
 LX7191'22.6 METERS (74.15 FT) NORTH FROM THE NORTH END OF A ROW OF CEDAR
 LX7191'TREES,
 LX7191'22.0 METERS (72.2 FT) NORTH FROM A METAL WITNESS POST AND
 LX7191'0.8 METER (2.6 FT) SOUTH FROM A POWER POLE.
 LX7191'MARK IS ABOVE STATION 0.5 METER.
 LX7191'
 LX7191'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7191'STAMPED---JAIL NO 2 1981---,
 LX7191'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7191'FLUSH WITH GROUND.  IT IS LOCATED
 LX7191'27.2 METERS (89.25 FT) SOUTH FROM A METAL WITNESS POST,
 LX7191'26.35 METERS (86.45 FT) SOUTH FROM THE NORTH END OF A ROW OF CEDAR
 LX7191'TREES AND
 LX7191'0.4 METER (1.3 FT) WEST FROM THE WEST SIDE OF A ROW OF CEDAR
 LX7191'TREES.
 LX7191'MARK IS BELOW STATION 0.3 METERS.
 LX7191'
 LX7191'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 LX7191'STAMPED---JAIL NO 3 1981---,
 LX7191'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7191'FLUSH WITH GROUND.  IT IS LOCATED
 LX7191'13.7 METERS (45.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 LX7191'PRISON WALL AND
 LX7191'0.9 METER (3.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A PAVED
 LX7191'ROAD.
 LX7191'MARK IS LEVEL WITH STATION.
 LX7191'
 LX7191'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.7 METERS.
 LX7191'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7190 ***********************************************************************
 LX7190  DESIGNATION -  JAIL RM 3
 LX7190  PID         -  LX7190
 LX7190  STATE/COUNTY-  CT/NEW HAVEN
 LX7190  USGS QUAD   -  SOUTHINGTON (1992)
 LX7190
 LX7190                         *CURRENT SURVEY CONTROL
 LX7190  ___________________________________________________________________
 LX7190* NAD 83(1996)-  41 31 11.94455(N)    072 53 59.95375(W)     ADJUSTED  
 LX7190* NAVD 88     -        78.4    (meters)     257.     (feet)  VERTCON   
 LX7190  ___________________________________________________________________
 LX7190  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LX7190  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX7190
 LX7190  HORZ ORDER  -  SECOND
 LX7190
 LX7190.The horizontal coordinates were established by classical geodetic methods
 LX7190.and adjusted by the National Geodetic Survey in August 1998..
 LX7190.No horizontal observational check was made to the station.
 LX7190
 LX7190.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7190
 LX7190.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7190
 LX7190.The geoid height was determined by GEOID03.
 LX7190
 LX7190;                    North         East     Units Scale Factor Converg.
 LX7190;SPC CT       -   228,669.461   292,281.325   MT  0.99998317   -0 05 58.0
 LX7190;SPC CT       -   750,226.39    958,926.31   sFT  0.99998317   -0 05 58.0
 LX7190;UTM  18      - 4,598,612.029   675,223.825   MT  0.99997786   +1 23 32.7
 LX7190
 LX7190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7190!SPC CT       -   0.99999230  x   0.99998317  =   0.99997547
 LX7190!UTM  18      -   0.99999230  x   0.99997786  =   0.99997016
 LX7190
 LX7190                          SUPERSEDED SURVEY CONTROL
 LX7190
 LX7190  NAD 83(1992)-  41 31 11.94378(N)    072 53 59.95382(W) AD(       ) 2
 LX7190  NAD 83(1986)-  41 31 11.94595(N)    072 53 59.95605(W) AD(       ) 2
 LX7190  NAD 27      -  41 31 11.59487(N)    072 54 01.58726(W) AD(       ) 2
 LX7190  NGVD 29 (07/19/86)   78.7    (m)          258.     (f) VERT ANG       
 LX7190
 LX7190.Superseded values are not recommended for survey control.
 LX7190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7190.See file dsdata.txt to determine how the superseded data were derived.
 LX7190
 LX7190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7522498612(NAD 83)
 LX7190_MARKER: DR = REFERENCE MARK DISK
 LX7190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7190+STABILITY: SURFACE MOTION
 LX7190
 LX7190  HISTORY     - Date     Condition        Report By
 LX7190  HISTORY     - 1981     MONUMENTED       NGS
 LX7190
 LX7190                          STATION DESCRIPTION
 LX7190
 LX7190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7190'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) EAST-NORTHEAST OF
 LX7190'PROSPECT, 4.8 KM (3 MI) SOUTH OF THE HARTFORD COUNTY LINE,
 LX7190'2.4 KM (1.5 MI) NORTH OF CHESHIRE AND 0.4 KM (0.25 MI) WEST OF
 LX7190'OWNERSHIP--DEPARTMENT OF CORRECTION, MR JEROME SMITH,
 LX7190'ASSISTANT SUPERINTENDENT OF OPERATIONS, 900 MILLDALE ROAD,
 LX7190'CHESHIRE CT 06401, PHONE 203-272-5391.
 LX7190'
 LX7190'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 10 AND
 LX7190'68 IN CHESHIRE.  GO NORTH ON STATE HIGHWAY 10 FOR 2.4 KM
 LX7190'(1.5 KM) TO THE REFORMATORY ENTRANCE ON THE LEFT.  TURN LEFT
 LX7190'ON THE PAVED ROAD AND GO FOR 0.2 KM (0.15 MI) TO A CROSSROAD
 LX7190'AT THE REFORMATORY BUILDING.  TURN LEFT GOING SOUTHERLY FOR
 LX7190'0.2 KM (0.1 MI) JUST BEFORE REACHING A GUARD TOWER ON THE RIGHT
 LX7190'AT A CURVE AND THE MARK ON RIGHT.
 LX7190'
 LX7190'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7190'STAMPED---JAIL NO 3 1981---,
 LX7190'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7190'FLUSH WITH GROUND.  IT IS LOCATED
 LX7190'13.7 METERS (45.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 LX7190'PRISON WALL AND
 LX7190'0.9 METER (3.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A PAVED
 LX7190'ROAD.
 LX7190'
 LX7190'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6355 ***********************************************************************
 LX6355  DESIGNATION -  JEFF
 LX6355  PID         -  LX6355
 LX6355  STATE/COUNTY-  CT/NEW HAVEN
 LX6355  USGS QUAD   -  
 LX6355
 LX6355                         *CURRENT SURVEY CONTROL
 LX6355  ___________________________________________________________________
 LX6355* NAD 83(1996)-  41 14 54.94812(N)    072 49 06.68174(W)     ADJUSTED  
 LX6355* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6355  ___________________________________________________________________
 LX6355  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6355  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6355
 LX6355  HORZ ORDER  -  THIRD
 LX6355
 LX6355.The horizontal coordinates were established by classical geodetic methods
 LX6355.and adjusted by the National Geodetic Survey in August 1998..
 LX6355
 LX6355.The orthometric height was scaled from a topographic map.
 LX6355
 LX6355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6355
 LX6355.The geoid height was determined by GEOID03.
 LX6355
 LX6355;                    North         East     Units Scale Factor Converg.
 LX6355;SPC CT       -   198,520.547   299,057.182   MT  0.99999545   -0 02 43.6
 LX6355;SPC CT       -   651,312.83    981,156.77   sFT  0.99999545   -0 02 43.6
 LX6355;SPC NY L     -   120,815.823   399,028.269   MT  1.00001905   +0 46 22.0
 LX6355;SPC NY L     -   396,376.58  1,309,145.25   sFT  1.00001905   +0 46 22.0
 LX6355;UTM  18      - 4,568,649.033   682,780.371   MT  1.00001118   +1 26 19.3
 LX6355
 LX6355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6355!SPC CT       -   1.00000460  x   0.99999545  =   1.00000005
 LX6355!SPC NY L     -   1.00000460  x   1.00001905  =   1.00002365
 LX6355!UTM  18      -   1.00000460  x   1.00001118  =   1.00001578
 LX6355
 LX6355|---------------------------------------------------------------------|
 LX6355| PID    Reference Object                     Distance      Geod. Az  |
 LX6355|                                                           dddmmss.s |
 LX6355| DE4660 JEFF RM 2                            17.540 METERS 03756     |
 LX6355| LX6364 MAN                                 APPROX. 3.6 KM 2651410.2 |
 LX6355| DE4659 JEFF RM 1                            13.280 METERS 34644     |
 LX6355|---------------------------------------------------------------------|
 LX6355
 LX6355                          SUPERSEDED SURVEY CONTROL
 LX6355
 LX6355  NAD 83(1992)-  41 14 54.94725(N)    072 49 06.68156(W) AD(       ) 3
 LX6355  NAD 83(1986)-  41 14 54.94881(N)    072 49 06.68487(W) AD(       ) 3
 LX6355  NAD 27      -  41 14 54.60300(N)    072 49 08.33300(W) AD(       ) 3
 LX6355
 LX6355.Superseded values are not recommended for survey control.
 LX6355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6355.See file dsdata.txt to determine how the superseded data were derived.
 LX6355
 LX6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8278068649(NAD 83)
 LX6355_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6355_SETTING: 66 = SET IN ROCK OUTCROP
 LX6355_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6355+STABILITY: POSITION/ELEVATION WELL
 LX6355
 LX6355  HISTORY     - Date     Condition        Report By
 LX6355  HISTORY     - 1933     MONUMENTED       CGS
 LX6355  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6355  HISTORY     - 1989     GOOD             USPSQD
 LX6355
 LX6355                          STATION DESCRIPTION
 LX6355
 LX6355'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6355'THIS STATION IS LOCATED ON THE SW END OF JEFFERY POINT, ON THE
 LX6355'E SIDE OF THE ENTRANCE TO BRANFORD HARBOR.  THERE ARE FOUR SMALL
 LX6355'ROCKY ISLETS OFF THIS POINT, ONE OF WHICH IS CONNECTED TO THE
 LX6355'MAINLAND AT LOW WATER.  ALL THESE ISLETS ARE OUTSIDE THE LOCATION
 LX6355'OF THE STATION.
 LX6355'
 LX6355'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LX6355'IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES
 LX6355'2 AND 12A.
 LX6355'
 LX6355'STATION IS 12 METERS FROM SHORELINE TO SOUTHWARD, 9 METERS TO
 LX6355'EASTWARD AND 12 METERS TO WESTWARD.  SW CORNER OF PORCH ON
 LX6355'SOUTHERLY OF TWO HOUSES ON THE POINT, BEARS N 22 DEG E
 LX6355'(MAGNETIC) AND IS 27.15 METERS DISTANT.
 LX6355'
 LX6355'REFERENCE MARK NO.1 IS IN OUTCROPPING LEDGE 8 METERS OFF SW
 LX6355'CORNER OF LOOSE STONE SEAWALL AND BEARS N (MAGNETIC).
 LX6355'
 LX6355'REFERENCE MARK NO.2 IS IN LEDGE OUTCROPPING JUST OUTSIDE
 LX6355'LOOSE STONE SEAWALL AROUND S END OF GRASS PLOT.  IT BEARS N
 LX6355'50 DEG E (MAGNETIC).
 LX6355'
 LX6355'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LX6355
 LX6355                          STATION RECOVERY (1961)
 LX6355
 LX6355'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6355'STATION AND R.M. 1 WERE FOUND IN GOOD CONDITION.  R.M. 2 COULD
 LX6355'NOT BE FOUND DUE TO THE CONSTRUCTION OF A NEW SEAWALL.  STATION
 LX6355'IS STAMPED, JEFF 1933 AND R.M. 1 IS STAMPED, JEFF NO. 1 1933.  THE
 LX6355'ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6355
 LX6355                          STATION RECOVERY (1989)
 LX6355
 LX6355'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEK)
 LX6355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6777 ***********************************************************************
 LX6777  DESIGNATION -  JENSEN
 LX6777  PID         -  LX6777
 LX6777  STATE/COUNTY-  CT/HARTFORD
 LX6777  USGS QUAD   -  GLASTONBURY (1992)
 LX6777
 LX6777                         *CURRENT SURVEY CONTROL
 LX6777  ___________________________________________________________________
 LX6777* NAD 83(1996)-  41 41 02.26027(N)    072 37 11.84586(W)     ADJUSTED  
 LX6777* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX6777  ___________________________________________________________________
 LX6777  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX6777  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX6777
 LX6777  HORZ ORDER  -  THIRD
 LX6777
 LX6777.The horizontal coordinates were established by classical geodetic methods
 LX6777.and adjusted by the National Geodetic Survey in August 1998..
 LX6777
 LX6777.The orthometric height was scaled from a topographic map.
 LX6777
 LX6777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6777
 LX6777.The geoid height was determined by GEOID03.
 LX6777
 LX6777;                    North         East     Units Scale Factor Converg.
 LX6777;SPC CT       -   246,878.607   315,627.753   MT  0.99998657   +0 05 10.4
 LX6777;SPC CT       -   809,967.56  1,035,522.05   sFT  0.99998657   +0 05 10.4
 LX6777;UTM  18      - 4,617,424.673   698,088.476   MT  1.00008289   +1 34 59.9
 LX6777
 LX6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6777!SPC CT       -   1.00000388  x   0.99998657  =   0.99999045
 LX6777!UTM  18      -   1.00000388  x   1.00008289  =   1.00008677
 LX6777
 LX6777:                Primary Azimuth Mark                     Grid Az
 LX6777:SPC CT       -  GLASTONBURY FIRST CONG CH                019 06 29.0
 LX6777:UTM  18      -  GLASTONBURY FIRST CONG CH                017 36 39.5
 LX6777
 LX6777|---------------------------------------------------------------------|
 LX6777| PID    Reference Object                     Distance      Geod. Az  |
 LX6777|                                                           dddmmss.s |
 LX6777| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 2.9 KM 0191139.4 |
 LX6777| LX6782 S GLASTONBURY HORTONS BARN CUP      APPROX. 2.2 KM 1714709.1 |
 LX6777| DE4661 JENSEN RM 1                          21.270 METERS 22557     |
 LX6777| DE4662 JENSEN RM 2                          20.200 METERS 31447     |
 LX6777|---------------------------------------------------------------------|
 LX6777
 LX6777                          SUPERSEDED SURVEY CONTROL
 LX6777
 LX6777  NAD 83(1996)-  41 41 02.25966(N)    072 37 11.84596(W) AD(       ) 3
 LX6777  NAD 83(1992)-  41 41 02.25981(N)    072 37 11.84593(W) AD(       ) 3
 LX6777  NAD 83(1992)-  41 41 02.26137(N)    072 37 11.84766(W) AD(       ) 3
 LX6777  NAD 83(1986)-  41 41 02.26162(N)    072 37 11.84758(W) AD(       ) 3
 LX6777  NAD 27      -  41 41 01.89300(N)    072 37 13.52800(W) AD(       ) 3
 LX6777
 LX6777.Superseded values are not recommended for survey control.
 LX6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6777.See file dsdata.txt to determine how the superseded data were derived.
 LX6777
 LX6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9808817425(NAD 83)
 LX6777_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6777+STABILITY: SURFACE MOTION
 LX6777
 LX6777  HISTORY     - Date     Condition        Report By
 LX6777  HISTORY     - 1935     MONUMENTED       CGS
 LX6777
 LX6777                          STATION DESCRIPTION
 LX6777
 LX6777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6777'THE STATION IS REACHED FROM THE ROCKY HILL RAILROAD STATION.  GO
 LX6777'NORTHERLY 1.6 MILES, TURN EASTERLY AND GO 0.2 MILE.  THE STATION
 LX6777'IS ABOUT 75 METERS SOUTHERLY OF THIS POINT AND IS MARKED BY A
 LX6777'STANDARD DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE
 LX6777'BLOCK FLUSH WITH THE GROUND ON THE WESTERLY BANK OF A DEPRESSED
 LX6777'AREA THAT BEARS ABOUT S 30 DEG E, AND IS N 25 DEG W OF A 60-INCH
 LX6777'ELM TREE THAT HAS A TRIANGLE BLAZE ON IT, AND IS ALSO ON THE
 LX6777'WESTERLY SIDE OF THE DEPRESSED AREA.  THERE ARE THREE LARGE
 LX6777'ELMS ON THE WESTERLY BANK OF THE DEPRESSED AREA.  THE STATION
 LX6777'IS NEAR THE MIDDLE ONE.  THE SUB-SURFACE MARK IS A STANDARD
 LX6777'DISK SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF
 LX6777'THE SURFACE MARK.
 LX6777'
 LX6777'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6777'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6777'
 LX6777'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN 8-
 LX6777'BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND S 55 DEG W
 LX6777'OF THE STATION AND 23.54 METERS W OF THE BLAZE ON THE ELM TREE.
 LX6777'
 LX6777'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF AN 8-
 LX6777'BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND N 30 DEG W
 LX6777'OF THE STATION AND NEAR THE BANK OF THE DEPRESSED AREA.  THE
 LX6777'PROPERTY BELONGS TO CHRIS JENSEN OF ROCKY HILL.
 LX6777'
 LX6777'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3461 ***********************************************************************
 LW3461  DESIGNATION -  JEREMY
 LW3461  PID         -  LW3461
 LW3461  STATE/COUNTY-  CT/NEW LONDON
 LW3461  USGS QUAD   -  OLD MYSTIC (1983)
 LW3461
 LW3461                         *CURRENT SURVEY CONTROL
 LW3461  ___________________________________________________________________
 LW3461* NAD 83(1996)-  41 25 01.33969(N)    071 54 43.17392(W)     ADJUSTED  
 LW3461* NAVD 88     -        92.4    (meters)     303.     (feet)  VERTCON   
 LW3461  ___________________________________________________________________
 LW3461  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LW3461  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LW3461
 LW3461  HORZ ORDER  -  FIRST
 LW3461
 LW3461.The horizontal coordinates were established by classical geodetic methods
 LW3461.and adjusted by the National Geodetic Survey in August 1998..
 LW3461
 LW3461.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3461
 LW3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3461
 LW3461.The geoid height was determined by GEOID03.
 LW3461
 LW3461;                    North         East     Units Scale Factor Converg.
 LW3461;SPC CT       -   217,565.022   374,858.092   MT  0.99998520   +0 33 20.3
 LW3461;SPC CT       -   713,794.58  1,229,846.92   sFT  0.99998520   +0 33 20.3
 LW3461;SPC RI       -    37,142.602    65,556.496   MT  1.00000834   -0 16 21.2
 LW3461;SPC RI       -   121,858.69    215,079.94   sFT  1.00000834   -0 16 21.2
 LW3461;UTM  19      - 4,589,147.091   256,633.844   MT  1.00032895   -1 55 38.4
 LW3461
 LW3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3461!SPC CT       -   0.99999029  x   0.99998520  =   0.99997549
 LW3461!SPC RI       -   0.99999029  x   1.00000834  =   0.99999863
 LW3461!UTM  19      -   0.99999029  x   1.00032895  =   1.00031924
 LW3461
 LW3461:                Primary Azimuth Mark                     Grid Az
 LW3461:SPC CT       -  STEWART                                  019 56 00.9
 LW3461:SPC RI       -  STEWART                                  020 45 42.4
 LW3461:UTM  19      -  STEWART                                  022 24 59.6
 LW3461
 LW3461|---------------------------------------------------------------------|
 LW3461| PID    Reference Object                     Distance      Geod. Az  |
 LW3461|                                                           dddmmss.s |
 LW3461| LW3462 STEWART                             APPROX. 7.2 KM 0202921.2 |
 LW3461| CB7825 JEREMY RM 2                          46.574 METERS 07122     |
 LW3461| LW3264 NORTH STONINGTON BAPT CH SPIRE      APPROX. 5.6 KM 0770720.5 |
 LW3461| CB7826 JEREMY RM 3                          42.709 METERS 26753     |
 LW3461| CB7822 JEREMY AZ MK                                       2981519.2 |
 LW3461| CB7823 JEREMY AZ MK 2                                     3051508.9 |
 LW3461| CB7824 JEREMY RM 1                          31.538 METERS 34302     |
 LW3461|---------------------------------------------------------------------|
 LW3461
 LW3461                          SUPERSEDED SURVEY CONTROL
 LW3461
 LW3461  NAD 83(1992)-  41 25 01.33850(N)    071 54 43.17318(W) AD(       ) 1
 LW3461  NAD 83(1986)-  41 25 01.33814(N)    071 54 43.17539(W) AD(       ) 1
 LW3461  NAD 27      -  41 25 00.98273(N)    071 54 44.91564(W) AD(       ) 1
 LW3461  NGVD 29 (07/19/86)   92.7    (m)          304.     (f) VERT ANG       
 LW3461
 LW3461.Superseded values are not recommended for survey control.
 LW3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3461.See file dsdata.txt to determine how the superseded data were derived.
 LW3461
 LW3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5663489147(NAD 83)
 LW3461_MARKER: DD = SURVEY DISK
 LW3461_SETTING: 66 = SET IN ROCK OUTCROP
 LW3461_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3461+STABILITY: POSITION/ELEVATION WELL
 LW3461
 LW3461  HISTORY     - Date     Condition        Report By
 LW3461  HISTORY     - 1940     MONUMENTED       CTGS
 LW3461  HISTORY     - 1975     GOOD             NGS
 LW3461  HISTORY     - 1985     GOOD             USPSQD
 LW3461  HISTORY     - 1988     GOOD             USPSQD
 LW3461  HISTORY     - 19900823 GOOD             USPSQD
 LW3461
 LW3461                          STATION DESCRIPTION
 LW3461
 LW3461'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LW3461'STATION IS A STANDARD DISK STAMPED JEREMY-1940 CEMENTED INTO
 LW3461'A DRILL HOLE IN OUTCROPPING BEDROCK ON A HILL JUST BEHIND THE
 LW3461'FARM OF P. MAIN ABOUT 5 MILES NW OF WESTERLY.  IT IS SITUATED
 LW3461'IN A BARNYARD LANE 240 FEET N OF A COW BARN, 450 FEET NNW OF
 LW3461'HOUSE, 20 FEET W OF N-S WALL, AND 83 FEET SW OF INTERSECTION
 LW3461'OF TWO WALLS.
 LW3461'
 LW3461'TO REACH FROM THE INTERSECTION OF ROUTES 2 AND 84 GO WEST ON
 LW3461'ROUTE 84 2.9 MILES (0.4 MILE WEST OF ALLENS ON 84 GAS STATION)
 LW3461'TO DRIVE RIGHT (N).  TURN RIGHT AND PROCEED NORTH 600 FEET
 LW3461'TO P. MAINS HOUSE.  CONTINUE THROUGH BARWAY TO LEFT OF HOUSE
 LW3461'TO BARNYARD LANE AND STATION.
 LW3461'
 LW3461'AZIMUTH MARK IS A STANDARD DISK STAMPED JEREMY-1940 CEMENTED
 LW3461'INTO A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET IN DIAMETER
 LW3461'AND 1-1/2 FEET HIGH, IN SECOND PASTURE LOT NW OF STATION,
 LW3461'20 FEET ESE OF NW CORNER OF SAID PASTURE, ABOUT 800 FEET NW
 LW3461'OF STATION.
 LW3461'
 LW3461'R.M. 1 IS A STANDARD DISK STAMPED JEREMY-1941-NO. 1 CEMENTED
 LW3461'INTO A DRILL HOLE IN OUTCROPPING BEDROCK 4 FEET BY 2 FEET
 LW3461'AND 2 FEET HIGH, 20 FEET NE OF BARWAY IN BARNYARD LANE, 103.5
 LW3461'FEET NORTH OF STATION.
 LW3461'
 LW3461'R.M. 2 IS A STANDARD DISK STAMPED JEREMY-1940 - NO. 2 CEMENTED
 LW3461'INTO A DRILL HOLE IN OUTCROPPING BEDROCK IN PASTURE LOT
 LW3461'350 FEET NORTH OF HOUSE, 152.8 FEET EAST OF STATION.
 LW3461'
 LW3461'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LW3461
 LW3461                          STATION RECOVERY (1975)
 LW3461
 LW3461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3461'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS
 LW3461'DESCRIBED IN 1941.  REFERENCE MARK 2 WAS NOT RECOVERED.  THE
 LW3461'DISTANCE TO REFERENCE MARK 1 AGREED WITH THE 1941 MEASUREMENT
 LW3461'BUT THE DIRECTION WAS FOUND TO BE LESS BY 3 MINUTES AND 7
 LW3461'SECONDS.  THE AZIMUTH MARK WAS NOT RECOVERED AND A NEW AZIMITH
 LW3461'MARK AND REFERENCE MARK 3 WERE ESTABLISHED AT THIS TIME.  A
 LW3461'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW3461'
 LW3461'THE STATION IS LOCATED ABOUT 6 MILES EAST OF THE CONNECTICUT-RHODE
 LW3461'ISLAND STATE LINE, 5 MILES EAST OF LEDYARD CENTER 2-1/2
 LW3461'MILES SOUTHWEST OF NORTH STONINGTON AND ON THE PROPERTY OF
 LW3461'MRS. FRANCES MAIN.  HER TELEPHONE NUMBER IS 535-1946.
 LW3461'
 LW3461'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LW3461'95 AND TAUGWANK ROAD, WHICH IS THE NO MAIN ST STONINGTON EXIT
 LW3461'ABOUT 10 MILES EAST OF NEW LONDON, GO NORTH ON TAUGWANK ROAD
 LW3461'FOR 3.0 MILES TO THE JUNCTION OF STATE HIGHWAY 184.  TURN LEFT
 LW3461'AND GO WEST ON STATE HIGHWAY 184 FOR 0.45 MILE TO A FARM
 LW3461'DRIVEWAY ON THE RIGHT, TURN RIGHT AND GO NORTHERLY ON THE FARM
 LW3461'DRIVEWAY FOR 0.2 MILE TO THE FARM HOUSE ON THE RIGHT.  HERE
 LW3461'BEAR LEFT AND CONTINUE NORTHERLY ON A TRACK ROAD, PASSING
 LW3461'THROUGH A GATE, FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 LW3461'DESCRIBED.
 LW3461'
 LW3461'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHERLY
 LW3461'ON THE TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT
 LW3461'AS DESCRIBED.
 LW3461'
 LW3461'THE STATION MARK IS A STANDARD DISK STAMPED JEREMY 1941,
 LW3461'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 LW3461'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LW3461'84 FEET SOUTHEAST OF THE CENTER OF A POLE GATE, 82 FEET SOUTH
 LW3461'OF THE CENTER OF A POLE GATE, 67 FEET NORTH OF THE NORTHEAST
 LW3461'CORNER OF A FARM SHED, 51 FEET NORTHEAST OF THE CENTER OF A
 LW3461'POLE GATE, 27 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK
 LW3461'ROAD AND 22 FEET WEST OF A ROCK FENCE.
 LW3461'
 LW3461'REFERENCE MARK 1, STAMPED JEREMY NO 1 1941, IS A STANDARD DISK
 LW3461'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS ABOUT
 LW3461'2 FEET ACROSS AND PROJECTS ABOUT 2 FEET ABOVE THE GROUND
 LW3461'SURFACE.  IT IS 31 FEET WEST OF A ROCK FENCE, 24 FEET NORTH OF
 LW3461'THE CENTER OF A POLE GATE, 18 FEET EAST OF A ROCK FENCE, AND 4.7
 LW3461'FEET SOUTH OF A METAL WITNESS POST.
 LW3461'
 LW3461'REFERENCE MARK 3, STAMPED JEREMY NO 3 1941 1975, IS A STANDARD
 LW3461'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 LW3461'ABOUT 2 FEET ACROSS AND PROJECTS ABOUT 18 INCHES ABOVE THE
 LW3461'GROUND SURFACE.  IT IS 27.5 FEET NORTH OF A ROCK FENCE, 26.5
 LW3461'FEET NORTH OF A 6-INCH PINE TREE, 10 FEET SOUTH OF A ROCK FENCE
 LW3461'AND 2.5 FEET EAST OF A METAL WITNESS POST.
 LW3461'
 LW3461'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LW3461'JEREMY AZ 2 1941 1975, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LW3461'3 BY 6 FOOT BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 LW3461'GROUND SURFACE.  IT IS 255 FEET SOUTHWEST OF A ROCK FENCE
 LW3461'CORNER, 60 FEET SOUTHEAST OF THE WEST GATE POST OF A GATE
 LW3461'THROUGH A ROCK FENCE, 7 FEET SOUTHWEST OF THE APPROXIMATE
 LW3461'CENTER OF THE TRACK ROAD AND 2.6 FEET SOUTH OF A METAL WITNESS POST.
 LW3461'
 LW3461'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 LW3461'
 LW3461'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3461'2-1/2 MILES SW OF NORTH STONINGTON.
 LW3461
 LW3461                          STATION RECOVERY (1985)
 LW3461
 LW3461'RECOVERY NOTE BY US POWER SQUADRON 1985 (BWR)
 LW3461'JEREMY FOUND GOOD.
 LW3461'JEREMY NO. 1 RM 1941 FOUND GOOD.
 LW3461'JEREMY AZ MK 2 1941 1975 FOUND GOOD.
 LW3461'JEREMY RM NO. 2 BULDOZED INTO STONE FENCE--DESTROYED.
 LW3461'JEREMY RM NO. 3 1941 1975 FOUND GOOD.
 LW3461
 LW3461                          STATION RECOVERY (1988)
 LW3461
 LW3461'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3461'RECOVERED IN GOOD CONDITION.
 LW3461
 LW3461                          STATION RECOVERY (1990)
 LW3461
 LW3461'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3674 ***********************************************************************
 LX3674  DESIGNATION -  JOADY
 LX3674  PID         -  LX3674
 LX3674  STATE/COUNTY-  CT/FAIRFIELD
 LX3674  USGS QUAD   -  ANSONIA (1984)
 LX3674
 LX3674                         *CURRENT SURVEY CONTROL
 LX3674  ___________________________________________________________________
 LX3674* NAD 83(1996)-  41 16 40.56085(N)    073 06 04.92559(W)     ADJUSTED  
 LX3674* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 LX3674  ___________________________________________________________________
 LX3674  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LX3674  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX3674
 LX3674  HORZ ORDER  -  SECOND
 LX3674
 LX3674.The horizontal coordinates were established by classical geodetic methods
 LX3674.and adjusted by the National Geodetic Survey in August 1998..
 LX3674
 LX3674.The orthometric height was scaled from a topographic map.
 LX3674
 LX3674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3674
 LX3674.The geoid height was determined by GEOID03.
 LX3674
 LX3674;                    North         East     Units Scale Factor Converg.
 LX3674;SPC CT       -   201,836.225   275,362.996   MT  0.99999305   -0 13 58.7
 LX3674;SPC CT       -   662,191.01    903,420.10   sFT  0.99999305   -0 13 58.7
 LX3674;SPC NY L     -   123,792.360   375,288.452   MT  1.00002274   +0 35 16.0
 LX3674;SPC NY L     -   406,142.10  1,231,258.86   sFT  1.00002274   +0 35 16.0
 LX3674;UTM  18      - 4,571,349.471   659,009.031   MT  0.99991117   +1 15 10.1
 LX3674
 LX3674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3674!SPC CT       -   0.99998556  x   0.99999305  =   0.99997861
 LX3674!SPC NY L     -   0.99998556  x   1.00002274  =   1.00000830
 LX3674!UTM  18      -   0.99998556  x   0.99991117  =   0.99989674
 LX3674
 LX3674|---------------------------------------------------------------------|
 LX3674| PID    Reference Object                     Distance      Geod. Az  |
 LX3674|                                                           dddmmss.s |
 LX3674| CB4453 JOADY RM 2                           38.140 METERS 03631     |
 LX3674| LX3641 AIRWAY BEACON                       APPROX. 0.9 KM 0380932.4 |
 LX3674| LX3656 WHITE HOUSE GREEN TRIM              APPROX. 2.1 KM 1370622.1 |
 LX3674| LX3658 BROWN BARN CUPOLA                   APPROX. 2.2 KM 1381550.1 |
 LX3674| LX3716 OCTAGONAL SILO                      APPROX. 4.4 KM 1750355.2 |
 LX3674| LX3695 SOUTH TRANSMISSION TOWER EAST BANK  APPROX. 5.4 KM 1855612.4 |
 LX3674| LX3686 SOUTH TRANSMISSION TWR W BANK       APPROX. 5.4 KM 1884946.7 |
 LX3674| LX3678 HUNTINGTON TURNPIKE TANK            APPROX. 4.4 KM 2404659.4 |
 LX3674| CB4452 JOADY RM 1                           49.590 METERS 35604     |
 LX3674|---------------------------------------------------------------------|
 LX3674
 LX3674                          SUPERSEDED SURVEY CONTROL
 LX3674
 LX3674  NAD 83(1992)-  41 16 40.55967(N)    073 06 04.92540(W) AD(       ) 2
 LX3674  NAD 83(1986)-  41 16 40.56258(N)    073 06 04.92971(W) AD(       ) 2
 LX3674  NAD 27      -  41 16 40.21300(N)    073 06 06.53700(W) AD(       ) 2
 LX3674
 LX3674.Superseded values are not recommended for survey control.
 LX3674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3674.See file dsdata.txt to determine how the superseded data were derived.
 LX3674
 LX3674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5900971349(NAD 83)
 LX3674_MARKER: Z = SEE DESCRIPTION
 LX3674_SETTING: 0 = UNSPECIFIED SETTING
 LX3674
 LX3674  HISTORY     - Date     Condition        Report By
 LX3674  HISTORY     - 1934     MONUMENTED       CGS
 LX3674  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3674
 LX3674                          STATION DESCRIPTION
 LX3674
 LX3674'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3674'LOCATED ON THE TOP OF LONG HILL IN THE TOWN OF SHELTON ON THE
 LX3674'LAURELWOOD FARM.  STATION IS ABOUT 300 METERS W OF LONG HILL ROAD
 LX3674'AND NEAR AN OLD CABIN ON THE VERY TOP OF HILL.  IT IS ON RANGE WITH
 LX3674'THE AIRWAY BEACON AND THE TANK AT LAUREL HEIGHTS SANITARIUM.
 LX3674'
 LX3674'STATION IS A STANDARD DISK SET IN SQUARE CONCRETE FRUSTRUM
 LX3674'12 INCHES BY 14 INCHES BY 30 INCHES ABOUT 4 INCHES ABOVE
 LX3674'GROUND.  SUB-SURFACE MARK IS SET IN CONCRETE 6 INCHES BELOW BASE
 LX3674'OF SURFACE MARK.
 LX3674'
 LX3674'REFERENCE MARKS NOS. 1 AND 2 ARE SET IN BOULDERS TO N OF THE
 LX3674'STATION.
 LX3674'
 LX3674'QUADRAPOD WAS 16 FEET HIGH, USED AS A GROUND SET-UP.  NEAR THE
 LX3674'LOCATION OF OLD STATION BENNETT DESCRIBED BY J. FERGUSON IN 1833.
 LX3674'
 LX3674'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX3674
 LX3674                          STATION RECOVERY (1972)
 LX3674
 LX3674'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3674'STATION OR RMS NOT FOUND.  (DEVELOPMENT AREA)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7594 ***********************************************************************
 LX7594  DESIGNATION -  JOADY 2
 LX7594  PID         -  LX7594
 LX7594  STATE/COUNTY-  CT/FAIRFIELD
 LX7594  USGS QUAD   -  ANSONIA (1984)
 LX7594
 LX7594                         *CURRENT SURVEY CONTROL
 LX7594  ___________________________________________________________________
 LX7594* NAD 83(1996)-  41 16 46.27299(N)    073 06 05.36209(W)     ADJUSTED  
 LX7594* NAVD 88     -       119.1    (meters)     391.     (feet)  VERTCON   
 LX7594  ___________________________________________________________________
 LX7594  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 LX7594  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7594
 LX7594  HORZ ORDER  -  FIRST
 LX7594
 LX7594.The horizontal coordinates were established by classical geodetic methods
 LX7594.and adjusted by the National Geodetic Survey in August 1998..
 LX7594
 LX7594.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7594
 LX7594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7594
 LX7594.The geoid height was determined by GEOID03.
 LX7594
 LX7594;                    North         East     Units Scale Factor Converg.
 LX7594;SPC CT       -   202,012.482   275,353.554   MT  0.99999292   -0 13 59.0
 LX7594;SPC CT       -   662,769.28    903,389.12   sFT  0.99999292   -0 13 59.0
 LX7594;UTM  18      - 4,571,525.410   658,995.023   MT  0.99991112   +1 15 10.0
 LX7594
 LX7594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7594!SPC CT       -   0.99998597  x   0.99999292  =   0.99997889
 LX7594!UTM  18      -   0.99998597  x   0.99991112  =   0.99989709
 LX7594
 LX7594|---------------------------------------------------------------------|
 LX7594| PID    Reference Object                     Distance      Geod. Az  |
 LX7594|                                                           dddmmss.s |
 LX7594| CR9697 JOADY 2 RM 1                         20.100 METERS 07141     |
 LX7594| CR9698 JOADY 2 RM 2                         22.995 METERS 26225     |
 LX7594|---------------------------------------------------------------------|
 LX7594
 LX7594                          SUPERSEDED SURVEY CONTROL
 LX7594
 LX7594  NAD 83(1992)-  41 16 46.27196(N)    073 06 05.36184(W) AD(       ) 1
 LX7594  NAD 83(1986)-  41 16 46.27428(N)    073 06 05.36697(W) AD(       ) 1
 LX7594  NAD 83(1986)-  41 16 46.27316(N)    073 06 05.36621(W) AD(       ) 1
 LX7594  NGVD 29 (01/16/90)  119.4    (m)          392.     (f) VERT ANG       
 LX7594
 LX7594.Superseded values are not recommended for survey control.
 LX7594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7594.See file dsdata.txt to determine how the superseded data were derived.
 LX7594
 LX7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5899571525(NAD 83)
 LX7594_MARKER: DS = TRIANGULATION STATION DISK
 LX7594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7594+STABILITY: SURFACE MOTION
 LX7594
 LX7594  HISTORY     - Date     Condition        Report By
 LX7594  HISTORY     - 1982     MONUMENTED       NGS
 LX7594
 LX7594                          STATION DESCRIPTION
 LX7594
 LX7594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7594'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) WEST OF ORANGE,
 LX7594'4.0 KM (2.5 MI) SOUTH OF SHELTON, 4.0 KM (2.5 MI) SOUTHEAST
 LX7594'OF HUNTINGTON, 3.2 KM (2.0 MI) EAST-NORTHEAST OF TRAP FALLS
 LX7594'RESERVOIR AND 0.8 KM (0.5 MI) EAST OF STATE HIGHWAY 8.
 LX7594'OWNERSHIP--MR JOHN G KLAPIK, 619 LONG HILL AVENUE,
 LX7594'SHELTON CT 06484.
 LX7594'
 LX7594'TO REACH THE STATION FROM THE CENTER OF OVERPASS OF
 LX7594'STATE HIGHWAY 8 (EXIT 13 SOUTH OF DERBY), GO EAST FOR 0.2 KM
 LX7594'(0.1 MI) TO LONG HILL AVENUE.  TURN RIGHT AND GO SOUTH ON
 LX7594'LONG HILL AVENUE FOR 2.6 KM (1.6 MI) TO THE METHODIST
 LX7594'CONVALESENT HOME DRIVE ON THE LEFT.  CONTINUE AHEAD FOR
 LX7594'0.5 KM (0.3 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 LX7594'ON LAURELWOOD DRIVE FOR 0.2 KM (0.1 MI) TO LONGVIEW ROAD ON
 LX7594'RIGHT.  TURN RIGHT GOING NORTH ON LONGVIEW ROAD FOR 0.3 KM
 LX7594'(0.2 MI) TO THE END OF PAVEMENT AND A WOVEN WIRE GATE
 LX7594'JUST BEYOND.  PASS THROUGH GATE AND TURN SHARP LEFT GOING
 LX7594'WEST FOR ABOUT 30.5 METERS (100 FT) TO THE STATION.
 LX7594'
 LX7594'THE STATION IS A STANDARD NGS DISK
 LX7594'STAMPED---JOADY 2 1982---,
 LX7594'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7594'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 LX7594'25.91 METERS (85.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 LX7594'OF THE WIRE GATE LEADING INTO OPEN FIELD,
 LX7594'5.85 METERS (19.2 FT) EAST FROM A 50 CM IN DIAMETER TRIPLE
 LX7594'TRUNK APPLE TREE AND
 LX7594'4.39 METERS (14.4 FT) NORTH FROM A WITNESS POST SET IN THE FENCE
 LX7594'LINE.
 LX7594'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7594'STAMPED---JOADY 2 1982---,
 LX7594'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7594'
 LX7594'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7594'STAMPED---JOADY 2 NO 1 1982---,
 LX7594'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7594'20.39 METERS (66.9 FT) NORTH FROM THE NORTH EDGE OF A PAVED
 LX7594'CIRCULAR DRIVE,
 LX7594'19.72 METERS (64.7 FT) NORTHWEST FROM A 35 CM IN DIAMETER APPLE
 LX7594'TREE AND
 LX7594'13.41 METERS (44.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE
 LX7594'CENTER OF THE WIRE GATE.
 LX7594'MARK IS ABOVE STATION 0.2 METER.
 LX7594'
 LX7594'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7594'STAMPED---JOADY 2 NO 2 1982---,
 LX7594'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7594'4.57 METERS (15.0 FT) WEST FROM A 40 CM IN DIAMETER APPLE TREE,
 LX7594'4.11 METERS (13.5 FT) SOUTHEAST FROM A 14 CM IN DIAMETER SPRUCE
 LX7594'TREE AND
 LX7594'0.4 METERS (1.3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST THAT IS
 LX7594'SET IN THE FENCE LINE.
 LX7594'MARK IS BELOW STATION 1.0 METER.
 LX7594'
 LX7594'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 LX7594'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7594'
 LX7594'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7269 ***********************************************************************
 LX7269  DESIGNATION -  JOHNNYCAKE
 LX7269  PID         -  LX7269
 LX7269  STATE/COUNTY-  CT/HARTFORD
 LX7269  USGS QUAD   -  COLLINSVILLE (1984)
 LX7269
 LX7269                         *CURRENT SURVEY CONTROL
 LX7269  ___________________________________________________________________
 LX7269* NAD 83(1996)-  41 45 09.40299(N)    072 59 39.16188(W)     ADJUSTED  
 LX7269* NAVD 88     -       352.9    (meters)    1158.     (feet)  VERTCON   
 LX7269  ___________________________________________________________________
 LX7269  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 LX7269  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX7269
 LX7269  HORZ ORDER  -  FIRST
 LX7269
 LX7269.The horizontal coordinates were established by classical geodetic methods
 LX7269.and adjusted by the National Geodetic Survey in August 1998..
 LX7269
 LX7269.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7269
 LX7269.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7269
 LX7269.The geoid height was determined by GEOID03.
 LX7269
 LX7269;                    North         East     Units Scale Factor Converg.
 LX7269;SPC CT       -   254,523.962   284,489.532   MT  0.99999043   -0 09 42.9
 LX7269;SPC CT       -   835,050.70    933,362.74   sFT  0.99999043   -0 09 42.9
 LX7269;SPC MA M     -   834,680.676    75,732.075   MT  0.99999494   -1 00 13.3
 LX7269;SPC MA M     - 2,738,448.18    248,464.32   sFT  0.99999494   -1 00 13.3
 LX7269;UTM  18      - 4,624,253.797   666,760.391   MT  0.99994222   +1 20 09.6
 LX7269
 LX7269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7269!SPC CT       -   0.99994920  x   0.99999043  =   0.99993963
 LX7269!SPC MA M     -   0.99994920  x   0.99999494  =   0.99994414
 LX7269!UTM  18      -   0.99994920  x   0.99994222  =   0.99989142
 LX7269
 LX7269|---------------------------------------------------------------------|
 LX7269| PID    Reference Object                     Distance      Geod. Az  |
 LX7269|                                                           dddmmss.s |
 LX7269| LX7283 JOHNNYCAKE RM 3                     157.177 METERS 12513     |
 LX7269| LX7268 BURLINGTON FIRE TOWER                14.420 METERS 20640     |
 LX7269| DE4667 JOHNNYCAKE RM 2                      28.451 METERS 22553     |
 LX7269| LX3499 SCOVILLE RM 3                       APPROX. 8.4 KM 2733638.4 |
 LX7269| DE4666 JOHNNYCAKE RM 1                      21.092 METERS 32658     |
 LX7269| DE4665 JOHNNYCAKE AZ MK                                   3340532.6 |
 LX7269|---------------------------------------------------------------------|
 LX7269
 LX7269                          SUPERSEDED SURVEY CONTROL
 LX7269
 LX7269  NAD 83(1996)-  41 45 09.40269(N)    072 59 39.16209(W) AD(       ) 1
 LX7269  NAD 83(1992)-  41 45 09.40306(N)    072 59 39.16237(W) AD(       ) 1
 LX7269  NAD 83(1992)-  41 45 09.40428(N)    072 59 39.16357(W) AD(       ) 1
 LX7269  NAD 83(1986)-  41 45 09.40431(N)    072 59 39.16380(W) AD(       ) 1
 LX7269  NAD 27      -  41 45 09.05100(N)    072 59 40.78500(W) AD(       ) 1
 LX7269  NGVD 29 (07/19/86)  353.1    (m)         1158.     (f) VERT ANG       
 LX7269
 LX7269.Superseded values are not recommended for survey control.
 LX7269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7269.See file dsdata.txt to determine how the superseded data were derived.
 LX7269
 LX7269_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6676024254(NAD 83)
 LX7269_MARKER: Z = SEE DESCRIPTION
 LX7269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7269
 LX7269  HISTORY     - Date     Condition        Report By
 LX7269  HISTORY     - 1938     MONUMENTED       CTGS
 LX7269  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX7269  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7269  HISTORY     - 1980     GOOD             NGS
 LX7269  HISTORY     - 1981     GOOD             NGS
 LX7269
 LX7269                          STATION DESCRIPTION
 LX7269
 LX7269'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX7269'STATION IS A BRONZE DISK, STAMPED JOHNNYCAKE-1938, SET IN TOP OF
 LX7269'SQUARE CONCRETE POST, THE TOP 2 INCHES ABOVE GROUND.  IT IS
 LX7269'SITUATED IN SMALL PLOT OWNED BY THE CONN. STATE FORESTRY ON THE
 LX7269'SUMMIT OF JOHNNYCAKE MOUNTAIN 7-1/2 MILES SE OF TORRINGTON, 6-1/2
 LX7269'MILES SW OF COLLINSVILLE, 47.7 FEET NE OF CENTER OF BURLINGTON
 LX7269'FIRE TOWER, 22 FEET SW OF WIRE FENCE, AND 14 FEET SE OF WIRE
 LX7269'FENCE.
 LX7269'
 LX7269'UNDERGROUND STATION MARK IS A BRONZE DISK, STAMPED JOHNNYCAKE-1938,
 LX7269'SET IN 3 INCHES OF CONCRETE, 40 INCHES BELOW, AND EXACTLY UNDER
 LX7269'THE STATION SURFACE MARK.  3 INCHES OF DIRT SEPARATE THE
 LX7269'UNDERGROUND MARK FROM THE CONCRETE POST OF THE STATION MARK.
 LX7269'
 LX7269'REFERENCE MARK NO. 1 IS A BRONZE DISK, STAMPED
 LX7269'JOHNNYCAKE-1938-NO.1, SET IN DRILL HOLE IN ROCK LEDGE ABOUT 4 FEET
 LX7269'IN DIAMETER 68.18 FEET NW OF STATION.
 LX7269'
 LX7269'REFERENCE MARK NO. 2 IS A BRONZE DISK, STAMPED JOHNNYCAKE-1938-NO.
 LX7269'2, SET IN DRILL HOLE IN ROCK LEDGE ABOUT 2 FEET IN DIAMETER, 6
 LX7269'INCHES NE OF WIRE FENCE, AND 92.30 FEET S OF STATION.
 LX7269'
 LX7269'BURLINGTON FIRE TOWER IS SQUARE STEEL TOWER 60 FEET HIGH 47.7
 LX7269'FEET SE OF STATION.
 LX7269'
 LX7269'AZIMUTH MARK IS A BRONZE DISK, STAMPED JOHNNYCAKE-1938, SET IN
 LX7269'DRILL HOLE IN LARGE BOULDER ABOUT 5 FEET IN DIAMETER, AND 3 FEET
 LX7269'HIGH.  IT IS ABOUT 1000 FEET NW OF STATION, 175 FEET SE OF NW
 LX7269'CORNER OF LARGE FIELD, 60 FEET NE OF DIRT ROAD, AND 40 FEET NE OF
 LX7269'BAR GATE.
 LX7269'
 LX7269'TO REACH FROM THE INTERSECTION OF ROUTES 4 AND 117 (JUST E OF
 LX7269'TORRINGTON) GO S ON ROUTE 117, 5.9 MILES TO ROUTE 116.  TURN LEFT
 LX7269'(E) ON ROUTE 116 AND GO 1.2 MILES (OR 0.2 MILE PAST HARTFORD
 LX7269'COUNTY LINE) AND TURN RIGHT (S) ON DIRT ROAD, AT SIGN BURLINGTON
 LX7269'FIRE TOWER.  CONTINUE 1.9 MILES DUE S TO FIRE TOWER AND STATION
 LX7269'ON LEFT (E).
 LX7269'
 LX7269'HEIGHT OF LIGHT ABOVE STATION MARK 19.7 METERS.
 LX7269
 LX7269                          STATION RECOVERY (1942)
 LX7269
 LX7269'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX7269'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 LX7269'FOUND TO BE IN EXCELLENT CONDITION.  THE 1942 RESULTS HAVE BEEN
 LX7269'TRANSFERRED TO SCOVILLE INITIAL IN ORDER THAT THE VARIATIONS
 LX7269'CAN BE NOTED.  THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE.
 LX7269
 LX7269                          STATION RECOVERY (1971)
 LX7269
 LX7269'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX7269'JOHNNYCAKE 1938 GOOD
 LX7269
 LX7269                          STATION RECOVERY (1980)
 LX7269
 LX7269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7269'THE STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 LX7269'CONDITION.  A DIFFERENCE OF 0.015 METER LONGER RECORDED TO
 LX7269'REFERENCE MARK 1.  AZIMUTH MARK NOT RECOVERED, PROBABLY
 LX7269'DESTROYED BY CONSTRUCTION.  THE DISTANCE AND DIRECTION TO
 LX7269'REFERENCE MARK 2 AGREED WITH THE PREVIOUS DATA.
 LX7269'
 LX7269'THE STATION IS LOCATED 11.6 KM (7-1/4 MI) SOUTHEAST OF TORRINGTON,
 LX7269'2.8 KM (1-3/4 MI) SOUTHWEST OF BURLINGTON AND NEAR AN OLD LOOKOUT
 LX7269'TOWER SITE, ALSO A TRANSMITTER NEARBY.
 LX7269'OWNERSHIP--MAYFORD ROMAN CATHOLIC DIOCESE,
 LX7269'THE MOST REVEREND JOHN F WHEALON,
 LX7269'134 FARMINGTON AVENUE, HARTFORD, CT  06105,
 LX7269'PHONE 203-527-4201.
 LX7269'
 LX7269'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 69
 LX7269'AT THE WEST EDGE OF BURLINGTON, GO NORTHERLY ON HIGHWAY 4 FOR
 LX7269'2.1 KM (1.3 MI) TO LYON ROAD ON THE RIGHT, CONTINUE WESTERLY ON
 LX7269'HIGHWAY 4 FOR 1.6 KM (1.0 MI) TO JOHNNYCAKE ROAD ON THE LEFT.
 LX7269'TURN LEFT, SOUTHERLY, FOR 2.3 KM (1.45 MI) TO POLLY DAN ROAD ON
 LX7269'THE RIGHT, CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO A DIRT LANE
 LX7269'LEFT.  TURN LEFT, EAST, FOR 200 FT TO STATION.  PACK 150
 LX7269'METERS (500 FT) SOUTHEAST TO REFERENCE MARK 3.
 LX7269'
 LX7269'THE STATION IS A STANDARD CGS DISK
 LX7269'STAMPED---JOHNNYCAKE 1938---,
 LX7269'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX7269'FLUSH WITH GROUND.  IT IS LOCATED
 LX7269'15.8 METERS (51.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF
 LX7269'A BRICK BUILDING,
 LX7269'7.3 METERS (23.9 FT) NORTHWEST FROM A 40 CM IN DIAMETER TREE
 LX7269'WITH TRIANGULAR BLAZE,
 LX7269'6.0 METERS (19.6 FT) WEST FROM A WOOD FENCE, AND
 LX7269'4.1 METERS (13.4 FT) SOUTH FROM A WOOD FENCE.
 LX7269'
 LX7269'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7269'STAMPED---JOHNNYCAKE 1938 NO 1---,
 LX7269'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7269'16.6 METERS (54.4 FT) NORTH FROM A WOODEN FENCE AND
 LX7269'7.75 METERS (25.4 FT) WEST-SOUTHWEST FROM A TWIN TRUNKED TREE.
 LX7269'MARK IS LEVEL WITH STATION.
 LX7269'
 LX7269'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7269'STAMPED---JOHNNYCAKE 1938 NO 2---,
 LX7269'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7269'16.65 METERS (54.6 FT) WEST FROM A BRICK BUILDING (NORTHEAST
 LX7269'CORNER),
 LX7269'4.4 METERS (14.4 FT) SOUTHWEST FROM A 30 CM IN DIAMETER PINE
 LX7269'TREE, AND
 LX7269'0.1 METERS (0.3 FT) EAST FROM A WOODEN FENCE.
 LX7269'MARK IS LEVEL WITH STATION.
 LX7269'
 LX7269'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX7269'STAMPED---JOHNNYCAKE 1938 NO 3 1980---, SET
 LX7269'ON THE WEST END OF A LARGE ROCK OUTCROP, HIGHER THAN THE
 LX7269'SURROUNDING AREA, SOUTHEASTERLY FROM THE STATION.
 LX7269'IT IS LOCATED
 LX7269'11.7 METERS (38.3 FT) SOUTHEAST FROM A 50 CM IN DIAMETER TREE.
 LX7269'MARK IS LEVEL WITH STATION.
 LX7269'
 LX7269'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.4 METERS.
 LX7269'A REFERENCE MARK 3 WAS ESTABLISHED AT PRESENT DATE.
 LX7269'
 LX7269'DESCRIBED BY K.R.WALLACE.
 LX7269
 LX7269                          STATION RECOVERY (1981)
 LX7269
 LX7269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7269'THE STATION WAS RECOVERED AS DESCRIBED IN 1980, NO
 LX7269'DIRECTIONS OR MEASUREMENTS WERE TAKEN TO THE REFERENCE MARKS.
 LX7269'
 LX7269'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7283 ***********************************************************************
 LX7283  DESIGNATION -  JOHNNYCAKE RM 3
 LX7283  PID         -  LX7283
 LX7283  STATE/COUNTY-  CT/HARTFORD
 LX7283  USGS QUAD   -  COLLINSVILLE (1984)
 LX7283
 LX7283                         *CURRENT SURVEY CONTROL
 LX7283  ___________________________________________________________________
 LX7283* NAD 83(1996)-  41 45 06.46486(N)    072 59 33.60402(W)     ADJUSTED  
 LX7283* NAVD 88     -       349.6    (meters)    1147.     (feet)  VERTCON   
 LX7283  ___________________________________________________________________
 LX7283  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 LX7283  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX7283
 LX7283  HORZ ORDER  -  SECOND
 LX7283
 LX7283.The horizontal coordinates were established by classical geodetic methods
 LX7283.and adjusted by the National Geodetic Survey in August 1998..
 LX7283
 LX7283.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7283
 LX7283.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7283
 LX7283.The geoid height was determined by GEOID03.
 LX7283
 LX7283;                    North         East     Units Scale Factor Converg.
 LX7283;SPC CT       -   254,432.953   284,617.679   MT  0.99999037   -0 09 39.3
 LX7283;SPC CT       -   834,752.11    933,783.17   sFT  0.99999037   -0 09 39.3
 LX7283;SPC MA M     -   834,587.794    75,858.872   MT  0.99999505   -1 00 09.6
 LX7283;SPC MA M     - 2,738,143.45    248,880.32   sFT  0.99999505   -1 00 09.6
 LX7283;UTM  18      - 4,624,166.174   666,890.867   MT  0.99994275   +1 20 13.2
 LX7283
 LX7283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7283!SPC CT       -   0.99994971  x   0.99999037  =   0.99994008
 LX7283!SPC MA M     -   0.99994971  x   0.99999505  =   0.99994476
 LX7283!UTM  18      -   0.99994971  x   0.99994275  =   0.99989247
 LX7283
 LX7283                          SUPERSEDED SURVEY CONTROL
 LX7283
 LX7283  NAD 83(1996)-  41 45 06.46456(N)    072 59 33.60423(W) AD(       ) 2
 LX7283  NAD 83(1992)-  41 45 06.46493(N)    072 59 33.60451(W) AD(       ) 2
 LX7283  NAD 83(1992)-  41 45 06.46615(N)    072 59 33.60571(W) AD(       ) 2
 LX7283  NAD 83(1986)-  41 45 06.46618(N)    072 59 33.60594(W) AD(       ) 2
 LX7283  NAD 27      -  41 45 06.11278(N)    072 59 35.22738(W) AD(       ) 2
 LX7283  NGVD 29 (07/19/86)  349.8    (m)         1148.     (f) VERT ANG       
 LX7283
 LX7283.Superseded values are not recommended for survey control.
 LX7283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7283.See file dsdata.txt to determine how the superseded data were derived.
 LX7283
 LX7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6689124166(NAD 83)
 LX7283_MARKER: DR = REFERENCE MARK DISK
 LX7283_SETTING: 66 = SET IN ROCK OUTCROP
 LX7283_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7283+STABILITY: POSITION/ELEVATION WELL
 LX7283
 LX7283  HISTORY     - Date     Condition        Report By
 LX7283  HISTORY     - 1980     MONUMENTED       NGS
 LX7283
 LX7283                          STATION DESCRIPTION
 LX7283
 LX7283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7283'THE STATION IS LOCATED ABOUT 11.6 KM (7-1/4 MI) SOUTHEAST OF
 LX7283'TORRINGTON, 2.8 KM (1-3/4 MI) SOUTHWEST OF BURLINGTON, 1.1 KM
 LX7283'(3/4 MI) WEST OF STATE HIGHWAY 69, AND NEAR THE WEST END OF A
 LX7283'LARGE ROCK OUTCROP.
 LX7283'OWNERSHIP--JOHNNYCAKE RANCH, DAN FLYNN-MANAGER, JOHNNYCAKE
 LX7283'ROAD, BRISTOL, CT 06010, PHONE 203-583-2800.
 LX7283'
 LX7283'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND
 LX7283'69 AT THE WEST EDGE OF BURLINGTON, GO NORTHWESTERLY ON
 LX7283'HIGHWAY 4 FOR 2.1 KM (1.3 MI) TO LYON ROAD ON THE RIGHT.  CONTINUE
 LX7283'WESTERLY ON HIGHWAY 4 FOR 1.6 KM (1.0 MI) TO JOHNNYCAKE ROAD ON
 LX7283'THE LEFT.  TURN LEFT AND GO SOUTHERLY ON JOHNNYCAKE ROAD FOR
 LX7283'2.3 KM (1.45 MI) TO POLLY DAN ROAD ON THE RIGHT.
 LX7283'CONTINUE AHEAD FOR 0.7 KM (0.45 MI) TO A DIRT
 LX7283'LANE LEFT.  TURN LEFT AND GO EAST ON DIRT LANE
 LX7283'FOR 60 METERS (200 FT) TO JOHNNYCAKE CTGS 1938.
 LX7283'PACK 150 METERS (500 FT) SOUTHEAST TO LARGE ROCK
 LX7283'OUTCROP AND THE STATION.
 LX7283'
 LX7283'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7283'STAMPED---JOHNNYCAKE 1938 NO 3 1980---,
 LX7283'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7283'11.7 METERS (38.3 FT) SOUTHEAST FROM A 50 CM DIAMETER TREE AND ON
 LX7283'THE WEST END OF THE LARGE ROCK OUTCROP.
 LX7283'
 LX7283'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7283'STATION USED AS A LONG REFERENCE MARK.
 LX7283'
 LX7283'DESCRIBED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6356 ***********************************************************************
 LX6356  DESIGNATION -  JOHNSON
 LX6356  PID         -  LX6356
 LX6356  STATE/COUNTY-  CT/NEW HAVEN
 LX6356  USGS QUAD   -  
 LX6356
 LX6356                         *CURRENT SURVEY CONTROL
 LX6356  ___________________________________________________________________
 LX6356* NAD 83(1996)-  41 14 55.37801(N)    072 50 11.66734(W)     ADJUSTED  
 LX6356* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6356  ___________________________________________________________________
 LX6356  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX6356  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6356
 LX6356  HORZ ORDER  -  THIRD
 LX6356
 LX6356.The horizontal coordinates were established by classical geodetic methods
 LX6356.and adjusted by the National Geodetic Survey in August 1998..
 LX6356
 LX6356.The orthometric height was scaled from a topographic map.
 LX6356
 LX6356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6356
 LX6356.The geoid height was determined by GEOID03.
 LX6356
 LX6356;                    North         East     Units Scale Factor Converg.
 LX6356;SPC CT       -   198,535.167   297,544.152   MT  0.99999544   -0 03 26.7
 LX6356;SPC CT       -   651,360.79    976,192.77   sFT  0.99999544   -0 03 26.7
 LX6356;SPC NY L     -   120,808.833   397,515.149   MT  1.00001906   +0 45 39.5
 LX6356;SPC NY L     -   396,353.65  1,304,180.95   sFT  1.00001906   +0 45 39.5
 LX6356;UTM  18      - 4,568,624.458   681,267.452   MT  1.00000440   +1 25 36.5
 LX6356
 LX6356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6356!SPC CT       -   1.00000460  x   0.99999544  =   1.00000004
 LX6356!SPC NY L     -   1.00000460  x   1.00001906  =   1.00002366
 LX6356!UTM  18      -   1.00000460  x   1.00000440  =   1.00000900
 LX6356
 LX6356:                Primary Azimuth Mark                     Grid Az
 LX6356:SPC CT       -  BRANFORD REEF LIGHTHOUSE                 139 20 21.5
 LX6356:SPC NY L     -  BRANFORD REEF LIGHTHOUSE                 138 31 15.3
 LX6356:UTM  18      -  BRANFORD REEF LIGHTHOUSE                 137 51 18.3
 LX6356
 LX6356|---------------------------------------------------------------------|
 LX6356| PID    Reference Object                     Distance      Geod. Az  |
 LX6356|                                                           dddmmss.s |
 LX6356| LX6360 BRANFORD REEF LIGHTHOUSE            APPROX. 4.0 KM 1391654.8 |
 LX6356| LX6366 DARROW ROCKS FLAGPOLE               APPROX. 1.8 KM 2602548.8 |
 LX6356| LX6363 DARROW ISLAND W FLAGPOLE            APPROX. 1.4 KM 2754559.5 |
 LX6356| LX6416 DARROW ISLAND E FLAGPOLE            APPROX. 1.2 KM 2781720.9 |
 LX6356| LX6415 DARROW ISLAND WHITE CHIMNEY         APPROX. 1.2 KM 2790725.5 |
 LX6356| LX6352 BENNETTS CHIMNEY                     29.050 METERS 35332     |
 LX6356|---------------------------------------------------------------------|
 LX6356
 LX6356                          SUPERSEDED SURVEY CONTROL
 LX6356
 LX6356  NAD 83(1992)-  41 14 55.37712(N)    072 50 11.66714(W) AD(       ) 3
 LX6356  NAD 83(1986)-  41 14 55.37862(N)    072 50 11.67063(W) AD(       ) 3
 LX6356  NAD 27      -  41 14 55.03100(N)    072 50 13.31800(W) AD(       ) 3
 LX6356
 LX6356.Superseded values are not recommended for survey control.
 LX6356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6356.See file dsdata.txt to determine how the superseded data were derived.
 LX6356
 LX6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8126768624(NAD 83)
 LX6356
 LX6356  HISTORY     - Date     Condition        Report By
 LX6356  HISTORY     - 1933     MONUMENTED       CGS
 LX6356  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6356  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6356  HISTORY     - 1988     GOOD             USPSQD
 LX6356
 LX6356                          STATION DESCRIPTION
 LX6356
 LX6356'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6356'THIS STATION IS THE FLAGPOLE ON THE ROCKS IN FRONT OF THE ESTATE
 LX6356'OF WINCHESTER BENNETT ON JOHNSONS POINT.  FLAGPOLE IS 18 METERS
 LX6356'DISTANT AND BEARS S (MAGNETIC) FROM CIRCULAR CONCRETE PORCH
 LX6356'FLOOR AT S CORNER OF BENNETT HOUSE.  POLE IS SECURED WITH FOUR
 LX6356'CABLE GUYS RING-BOLTED TO ROCKS.  IT IS ABOUT 30 FEET HIGH,
 LX6356'PAINTED YELLOW AND HAS A WEATHER VANE AT THE TOP.
 LX6356'
 LX6356'REFERENCE MARK IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK,
 LX6356'AS DESCRIBED IN NOTE 12A.
 LX6356'
 LX6356'CENTER IS THE CENTER LINE OF THE POLE.
 LX6356'
 LX6356'REFERENCE MARK NO. 1 WAS ESTABLISHED TO IDENTIFY CENTER AND
 LX6356'WAS USED FOR ECCENTRIC SET-UP.
 LX6356
 LX6356                          STATION RECOVERY (1961)
 LX6356
 LX6356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6356'STATION AND R.M. RECOVERED IN GOOD CONDITION.  THE R.M. IS
 LX6356'STAMPED, JOHNSON 1933.  DISTANCE WAS CHECKED AND FOUND TO BE
 LX6356'CORRECT.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE
 LX6356'AND ADEQUATE.
 LX6356
 LX6356                          STATION RECOVERY (1962)
 LX6356
 LX6356'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6356'THIS STATION WAS NOT VISITED BY THE OBSERVING PARTY, HOWEVER
 LX6356'ANGLES WERE TURNED FROM STATION LOOP 1933, AND RESULTS INDICATED
 LX6356'THE STATION TO BE IN THE SAME POSITION AS 1933 OBSERVATIONS.
 LX6356'
 LX6356'THE STATION IS A FLAGPOLE ON JOHNSONS POINT, PAINTED WHITE AND
 LX6356'ABOUT 30 FEET IN HEIGHT.
 LX6356
 LX6356                          STATION RECOVERY (1988)
 LX6356
 LX6356'RECOVERY NOTE BY US POWER SQUADRON 1988 (AKM)
 LX6356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6047 ***********************************************************************
 LX6047  DESIGNATION -  JOHNSONS BARN CUPOLA
 LX6047  PID         -  LX6047
 LX6047  STATE/COUNTY-  CT/MIDDLESEX
 LX6047  USGS QUAD   -  DEEP RIVER (1971)
 LX6047
 LX6047                         *CURRENT SURVEY CONTROL
 LX6047  ___________________________________________________________________
 LX6047* NAD 83(1996)-  41 29 45.59687(N)    072 28 01.38744(W)     ADJUSTED  
 LX6047* NAVD 88     -                                                        
 LX6047  ___________________________________________________________________
 LX6047  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX6047  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX6047
 LX6047  HORZ ORDER  -  THIRD
 LX6047
 LX6047.The horizontal coordinates were established by classical geodetic methods
 LX6047.and adjusted by the National Geodetic Survey in August 1998..
 LX6047
 LX6047
 LX6047.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6047
 LX6047.The geoid height was determined by GEOID03.
 LX6047
 LX6047;                    North         East     Units Scale Factor Converg.
 LX6047;SPC CT       -   226,033.406   328,426.696   MT  0.99998336   +0 11 15.4
 LX6047;SPC CT       -   741,577.93  1,077,513.25   sFT  0.99998336   +0 11 15.4
 LX6047;UTM  18      - 4,596,917.600   711,428.392   MT  1.00015015   +1 40 43.9
 LX6047
 LX6047                          SUPERSEDED SURVEY CONTROL
 LX6047
 LX6047  NAD 83(1992)-  41 29 45.59613(N)    072 28 01.38726(W) AD(       ) 4
 LX6047  NAD 83(1986)-  41 29 45.59784(N)    072 28 01.38967(W) AD(       ) 4
 LX6047  NAD 27      -  41 29 45.24000(N)    072 28 03.09000(W) AD(       ) 3
 LX6047
 LX6047.Superseded values are not recommended for survey control.
 LX6047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6047.See file dsdata.txt to determine how the superseded data were derived.
 LX6047
 LX6047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1142896918(NAD 83)
 LX6047
 LX6047  HISTORY     - Date     Condition        Report By
 LX6047  HISTORY     - 1934     MONUMENTED       CGS
 LX6047  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6047  HISTORY     - 19971120 GOOD             USPSQD
 LX6047
 LX6047                          STATION DESCRIPTION
 LX6047
 LX6047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6047'THE RESIDENCE OF MRS. E.S. JOHNSON IS ON THE W SIDE OF THE
 LX6047'JOHNSONVILLE ROAD ABOUT 0.5 MILE FROM ROUTE 149.  IT IS ON THE
 LX6047'SLIGHT RISE NORTHERLY OF THE MILLS OF THE NEPTUME TWINE
 LX6047'COMPANY.  ALL THE BUILDINS ON THE PLACE ARE PAINTED WHITE AND THE
 LX6047'HOUSE HAS GREEN SHUTTERS.  THE LARGEST BARN IN THE GROUP HAS
 LX6047'A SMALL WHITE CUPOLA IN THE MIDDLE OF THE ROOF.  THE CUPOLA
 LX6047'HAS AN ARCHED OPENING WITH GREEN LOUVRES IN EACH SIDE.  THE
 LX6047'WHITE CUPOLA ROOF RISES SHARPLY TO A FINIAL SUPPORTING A
 LX6047'WEATHER VANE.
 LX6047'
 LX6047'CENTER IS THE AXIS OF THE VANE.
 LX6047
 LX6047                          STATION RECOVERY (1948)
 LX6047
 LX6047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6047'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6047
 LX6047                          STATION RECOVERY (1997)
 LX6047
 LX6047'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6440 ***********************************************************************
 LX6440  DESIGNATION -  JOHNSONS CHIMNEY
 LX6440  PID         -  LX6440
 LX6440  STATE/COUNTY-  CT/NEW HAVEN
 LX6440  USGS QUAD   -  BRANFORD (1984)
 LX6440
 LX6440                         *CURRENT SURVEY CONTROL
 LX6440  ___________________________________________________________________
 LX6440* NAD 83(1996)-  41 17 56.89697(N)    072 49 43.99532(W)     ADJUSTED  
 LX6440* NAVD 88     -                                                        
 LX6440  ___________________________________________________________________
 LX6440  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX6440  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX6440
 LX6440  HORZ ORDER  -  THIRD
 LX6440
 LX6440.The horizontal coordinates were established by classical geodetic methods
 LX6440.and adjusted by the National Geodetic Survey in August 1998..
 LX6440
 LX6440
 LX6440.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6440
 LX6440.The geoid height was determined by GEOID03.
 LX6440
 LX6440;                    North         East     Units Scale Factor Converg.
 LX6440;SPC CT       -   204,134.331   298,193.544   MT  0.99999147   -0 03 08.3
 LX6440;SPC CT       -   669,730.72    978,323.32   sFT  0.99999147   -0 03 08.3
 LX6440;SPC NY L     -   126,416.862   398,084.522   MT  1.00002557   +0 45 57.6
 LX6440;SPC NY L     -   414,752.65  1,306,048.97   sFT  1.00002557   +0 45 57.6
 LX6440;UTM  18      - 4,574,238.638   681,771.537   MT  1.00000665   +1 25 59.9
 LX6440
 LX6440                          SUPERSEDED SURVEY CONTROL
 LX6440
 LX6440  NAD 83(1992)-  41 17 56.89607(N)    072 49 43.99516(W) AD(       ) 4
 LX6440  NAD 83(1986)-  41 17 56.89816(N)    072 49 43.99821(W) AD(       ) 4
 LX6440  NAD 27      -  41 17 56.56000(N)    072 49 45.64000(W) AD(       ) 3
 LX6440
 LX6440.Superseded values are not recommended for survey control.
 LX6440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6440.See file dsdata.txt to determine how the superseded data were derived.
 LX6440
 LX6440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8177274239(NAD 83)
 LX6440
 LX6440  HISTORY     - Date     Condition        Report By
 LX6440  HISTORY     - 1933     MONUMENTED       CGS
 LX6440  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6440
 LX6440                          STATION DESCRIPTION
 LX6440
 LX6440'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6440'JOHN JOHNSONS HOUSE IS ON THE HIGH LAND E OF THE EASTERLY SHORE
 LX6440'OF LAKE SALTONSTALL.  GO 1.4 MILES N OF THE BRANFORD CUT-OFF
 LX6440'ON THE FIRST ROAD E OF THE RAILROAD BRIDGE OVER THE
 LX6440'HIGHWAY.  FROM THIS POINT A PRIVATE ROAD LEADS THROUGH THE
 LX6440'ORCHARDS TO JOHNSONS HOUSE.  THE HOUSE IS 1-1/2 STORIES HIGH,
 LX6440'PAINTED WHITE, WITH A SHINGLED ROOF.  THE GABLES FACE E-W.  THE
 LX6440'CHIMNEY IS AT THE RIDGEPOLE A LITTLE E OF THE MIDDLE.  THERE
 LX6440'IS AN UNPAINTED BARN WITH N-S GABLE JUST TO THE WESTWARD OF
 LX6440'THE HOUSE.  A SMALLER STONE BUILDING IS W OF THE BARN.
 LX6440'
 LX6440'THE WHOLE GROUP OF BUILDINGS ARE SURROUNDED BY EXTENSIVE ORCHARDS.
 LX6440'
 LX6440'CENTER IS CENTER LINE OF THE HOUSE CHIMNEY.
 LX6440
 LX6440                          STATION RECOVERY (1961)
 LX6440
 LX6440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6440'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6440'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6840 ***********************************************************************
 LX6840  DESIGNATION -  JOHNSONS ROCK
 LX6840  PID         -  LX6840
 LX6840  STATE/COUNTY-  CT/MIDDLESEX
 LX6840  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6840
 LX6840                         *CURRENT SURVEY CONTROL
 LX6840  ___________________________________________________________________
 LX6840* NAD 83(1996)-  41 33 13.95971(N)    072 36 00.29309(W)     ADJUSTED  
 LX6840* NAVD 88     -                                                        
 LX6840  ___________________________________________________________________
 LX6840  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX6840  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX6840
 LX6840  HORZ ORDER  -  THIRD
 LX6840
 LX6840.The horizontal coordinates were established by classical geodetic methods
 LX6840.and adjusted by the National Geodetic Survey in August 1998..
 LX6840
 LX6840
 LX6840.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6840
 LX6840.The geoid height was determined by GEOID03.
 LX6840
 LX6840;                    North         East     Units Scale Factor Converg.
 LX6840;SPC CT       -   232,433.696   317,307.640   MT  0.99998320   +0 05 57.9
 LX6840;SPC CT       -   762,576.22  1,041,033.48   sFT  0.99998320   +0 05 57.9
 LX6840;UTM  18      - 4,603,027.019   700,144.883   MT  1.00009298   +1 35 32.8
 LX6840
 LX6840                          SUPERSEDED SURVEY CONTROL
 LX6840
 LX6840  NAD 83(1992)-  41 33 13.95902(N)    072 36 00.29305(W) AD(       ) 4
 LX6840  NAD 83(1986)-  41 33 13.96093(N)    072 36 00.29501(W) AD(       ) 4
 LX6840  NAD 27      -  41 33 13.60700(N)    072 36 01.95400(W) AD(       ) 3
 LX6840
 LX6840.Superseded values are not recommended for survey control.
 LX6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6840.See file dsdata.txt to determine how the superseded data were derived.
 LX6840
 LX6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0014503027(NAD 83)
 LX6840
 LX6840  HISTORY     - Date     Condition        Report By
 LX6840  HISTORY     - 1935     MONUMENTED       CGS
 LX6840  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6840
 LX6840                          STATION DESCRIPTION
 LX6840
 LX6840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6840'THE FELDSPAR QUARRY OF MRS. IDA JOHNSON IS IN THE WHITE ROCK
 LX6840'SECTION OF THE TOWN OF MIDDLETOWN.  THE QUARRY IS REACHED FROM
 LX6840'MIDDLETOWN BY THE RIVER ROAD, GO TO THE OLD FELDSPAR PLANT
 LX6840'TURN WESTWARD UP THE SIDE OF THE HILL AND FOLLOW THE CABLEWAY
 LX6840'TO THE TOP OF THE HILL TO THE OLD QUARRY.  THE ROCK THAT WAS
 LX6840'LOCATED IS THE HIGHEST ROCK IN THE VICINITY.  THE S WALL IS
 LX6840'NATURALLY VERTICAL FOR ABOUT 75 FEET FROM THE SOUTHERLY
 LX6840'SIDE.  THE NORTHERLY SIDE HAS BEEN MADE VERTICAL BY
 LX6840'EXCAVATION.  THE STATION IS THE CENTER LINE OF THE HIGHEST
 LX6840'PART OF THE ROCK.
 LX6840
 LX6840                          STATION RECOVERY (1948)
 LX6840
 LX6840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6840'A SEARCH WAS CONDUCTED FOR THIS STATION, BUT NO ROCK FITTING
 LX6840'THE ORIGINAL DESCRIPTION COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6062 ***********************************************************************
 LX6062  DESIGNATION -  JONES
 LX6062  PID         -  LX6062
 LX6062  STATE/COUNTY-  CT/MIDDLESEX
 LX6062  USGS QUAD   -  DEEP RIVER (1971)
 LX6062
 LX6062                         *CURRENT SURVEY CONTROL
 LX6062  ___________________________________________________________________
 LX6062* NAD 83(1996)-  41 27 59.20264(N)    072 27 30.89403(W)     ADJUSTED  
 LX6062* NAVD 88     -       112.     (meters)     367.     (feet)  SCALED    
 LX6062  ___________________________________________________________________
 LX6062  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 LX6062  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6062
 LX6062  HORZ ORDER  -  THIRD
 LX6062
 LX6062.The horizontal coordinates were established by classical geodetic methods
 LX6062.and adjusted by the National Geodetic Survey in August 1998..
 LX6062
 LX6062.The orthometric height was scaled from a topographic map.
 LX6062
 LX6062.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6062
 LX6062.The geoid height was determined by GEOID03.
 LX6062
 LX6062;                    North         East     Units Scale Factor Converg.
 LX6062;SPC CT       -   222,753.472   329,145.039   MT  0.99998383   +0 11 35.6
 LX6062;SPC CT       -   730,817.02  1,079,870.02   sFT  0.99998383   +0 11 35.6
 LX6062;UTM  18      - 4,593,656.914   712,231.957   MT  1.00015434   +1 41 00.6
 LX6062
 LX6062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6062!SPC CT       -   0.99998718  x   0.99998383  =   0.99997101
 LX6062!UTM  18      -   0.99998718  x   1.00015434  =   1.00014152
 LX6062
 LX6062:                Primary Azimuth Mark                     Grid Az
 LX6062:SPC CT       -  EAST HADDAM CONG CHURCH                  033 00 47.4
 LX6062:UTM  18      -  EAST HADDAM CONG CHURCH                  031 31 22.4
 LX6062
 LX6062|---------------------------------------------------------------------|
 LX6062| PID    Reference Object                     Distance      Geod. Az  |
 LX6062|                                                           dddmmss.s |
 LX6062| LX6009 EAST HADDAM CONG CHURCH             APPROX. 1.8 KM 0331223.0 |
 LX6062| LX6004 GELSTONS GABLE                      APPROX. 1.1 KM 0615204.3 |
 LX6062| LX5975 SHANAGANS BARN GABLE                APPROX. 3.8 KM 0841026.9 |
 LX6062| LX5968 EAST HADDAM FIRE TOWER              APPROX. 4.4 KM 0841613.0 |
 LX6062| DE4669 JONES RM 2                           21.690 METERS 09405     |
 LX6062| LX6060 RAYS BARN CUPOLA                    APPROX. 1.8 KM 1654858.9 |
 LX6062| LX6057 RAYS HOUSE CUPOLA                   APPROX. 1.6 KM 1672618.7 |
 LX6062| LX6055 LARSONS BARN GABLE                  APPROX. 4.4 KM 1775033.5 |
 LX6062| LX6076 BITGOODS CHIMNEY                    APPROX. 3.2 KM 1840928.9 |
 LX6062| LX6048 HAVEMEYERS CHIMNEY                  APPROX. 3.0 KM 1921800.1 |
 LX6062| LX6082 BISHOPS CHIMNEY                     APPROX. 2.9 KM 1964025.3 |
 LX6062| LX6045 TYLERS GABLE                        APPROX. 1.9 KM 2065506.2 |
 LX6062| LX6065 EAST HADDAM TRANSM TWR E SIDE       APPROX. 0.7 KM 2150734.4 |
 LX6062| LX6034 TYLERS CUPOLA                       APPROX. 2.4 KM 2190845.3 |
 LX6062| LX6039 ELYS GABLE                          APPROX. 2.4 KM 2273705.7 |
 LX6062| LX6032 ZAGORENS GABLE                      APPROX. 2.1 KM 2350136.7 |
 LX6062| LX6033 SHAILERS MONUMENT                   APPROX. 2.1 KM 2355209.0 |
 LX6062| LX6041 HADDAM VIEW TRANSM TWR W SIDE       APPROX. 1.2 KM 2405121.7 |
 LX6062| LX6030 MURATS CHIMNEY                      APPROX. 1.4 KM 2565219.7 |
 LX6062| LX6031 PROWSES CHIMNEY                     APPROX. 1.3 KM 2590506.3 |
 LX6062| LX6038 SHAILERVILLE BAP CH FINIAL          APPROX. 1.8 KM 2655655.5 |
 LX6062| LX6130 KNOWLES HOMESTEAD CHIMNEY           APPROX. 7.5 KM 2673932.2 |
 LX6062| LX6080 BOLSTER GARAGE CUPOLA               APPROX. 2.1 KM 2744757.5 |
 LX6062| LX6025 FAARTOFTS CUPOLA                    APPROX. 2.9 KM 2772957.1 |
 LX6062| LX6028 WHITTEMORES GABLE                   APPROX. 2.4 KM 2821342.1 |
 LX6062| LX6120 CHURCHS GABLE                       APPROX. 4.8 KM 2823326.5 |
 LX6062| LX6104 MIDDLESEX COUNTY HOME CHIMNEY       APPROX. 3.8 KM 2824800.2 |
 LX6062| LX6140 HADDAM CONG CHURCH                  APPROX. 4.9 KM 2865446.8 |
 LX6062| LX6105 SMITHS CHIMNEY                      APPROX. 4.3 KM 2973941.3 |
 LX6062| LX6106 BRAINERDS CHIMNEY                   APPROX. 5.0 KM 3113631.8 |
 LX6062| LX6859 KRUGERS BARN CUPOLA                 APPROX. 5.9 KM 3162203.5 |
 LX6062| DE4668 JONES RM 1                           12.950 METERS 31805     |
 LX6062|---------------------------------------------------------------------|
 LX6062
 LX6062                          SUPERSEDED SURVEY CONTROL
 LX6062
 LX6062  NAD 83(1992)-  41 27 59.20187(N)    072 27 30.89380(W) AD(       ) 3
 LX6062  NAD 83(1986)-  41 27 59.20364(N)    072 27 30.89642(W) AD(       ) 3
 LX6062  NAD 27      -  41 27 58.84300(N)    072 27 32.60000(W) AD(       ) 3
 LX6062
 LX6062.Superseded values are not recommended for survey control.
 LX6062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6062.See file dsdata.txt to determine how the superseded data were derived.
 LX6062
 LX6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1223293657(NAD 83)
 LX6062
 LX6062  HISTORY     - Date     Condition        Report By
 LX6062  HISTORY     - 1862     MONUMENTED       CGS
 LX6062  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6062  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6062  HISTORY     - 19971002 GOOD             USPSQD
 LX6062
 LX6062                          STATION DESCRIPTION
 LX6062
 LX6062'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (WSE)
 LX6062'STATION IS ON HILL ABOUT 3/4 MILE BACK OF EAST HADDAM UPPER
 LX6062'LANDING.  IT IS ON LAND OWNED BY AUGUSTUS P. JONES.  MARKED
 LX6062'BY AN IRON CONE AND CEMENT.  FROM STATION TO ARROWS ON ROCKS.  E,
 LX6062'7 FEET 6 INCHES.  W, 13 FEET.  SW, 13 FEET 2 INCHES.
 LX6062
 LX6062                          STATION RECOVERY (1934)
 LX6062
 LX6062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6062'STATION RECOVERED AS DESCRIBED EXCEPT THAT THE CENTER MARK
 LX6062'WAS ON AN INVERTED BOTTLE INSTEAD OF AN IRON CONE.  THE
 LX6062'STATION IS LOCATED ON THE HIGHEST PART OF THE PROPERTY OF
 LX6062'JOSEPH STROJNY.  TO APPROACH FROM EAST HADDAM--TURN N AT SMALL
 LX6062'TRIANGULAR PARK WITH THE BUST OF NATHAN HALE AND THEN GO 0.7
 LX6062'MILE.  BEAR RIGHT, GO 0.45 MILE AND BEAR RIGHT AGAIN.  GO
 LX6062'0.25 MILE TO STROJNYS DRIVEWAY.  TURN RIGHT AND FOLLOW FARM
 LX6062'ROAD TO THE SOUTHWARD 0.3 MILE TO THE STATION.  THE HILL IS
 LX6062'IDENTIFIED FROM A DISTANCE BECAUSE THERE ARE VERY FEW TREES
 LX6062'AND THESE ARE IN THE FENCE LINES.  THE STONE FENCE TO
 LX6062'WESTWARD OF THE STATION IS 46 METERS DISTANT, TO THE
 LX6062'SOUTHWARD 69 METERS DISTANT AND TO THE EASTWARD 51 METERS.  A
 LX6062'SINGLE CEDAR NEAR THE CORNER OF THE S AND W FENCES BEARS
 LX6062'SW (MAGNETIC) AND IS 74.2 METERS DISTANT.  THE WESTERLY OF
 LX6062'THREE CEDARS IN THE S FENCE LINE BEARS S (MAGNETIC) AND IS
 LX6062'69.27 METERS DISTANT.  A LONE CEDAR, THE ONLY ONE IN THE
 LX6062'FIELD, BEARS N 15 DEG E (MAGNETIC) AND IS 48 METERS
 LX6062'DISTANT.  NEW STATION CENTER MARK, SUB-SURFACE MARK AND
 LX6062'REFERENCE MARKS WERE ESTABLISHED.
 LX6062'
 LX6062'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX6062'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD BRONZE
 LX6062'DISK WEDGED IN A DRILL HOLE AS DESCRIBED IN NOTE 8A.  REFERENCE
 LX6062'MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS
 LX6062'SET IN A BOULDER AS DESCRIBED IN NOTES 12C.
 LX6062'
 LX6062'REFERENCE MARK NO.1 IS IN A LARGE BOULDER THAT PROJECTS
 LX6062'ABOUT A FOOT ABOVE THE GROUND.  IT BEARS N 30 DEG W
 LX6062'(MAGNETIC).  REFERENCE MARK NO.2 IS IN A BOULDER FRAGMENT
 LX6062'MEASURING 5 BY 3 FEET BY 2-1/2 FEET HIGH.  IT BEARS S 70
 LX6062'DEG E (MAGNETIC).
 LX6062'
 LX6062'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6062
 LX6062                          STATION RECOVERY (1971)
 LX6062
 LX6062'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6062'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD
 LX6062'CONDITION.  REFERENCE MARK 2 WAS DESTROYED BY CULTIVATION.
 LX6062'
 LX6062'TO REACH THE STATION FROM EAST HADDAM CENTER, GO NORTH ON ROUTE
 LX6062'149 (EAST HADDAM-MOODUS ROAD) FOR 0.7 MILE TO MILL ROAD ON THE
 LX6062'RIGHT., GO NOHTEAST ON HILL OROAD FOR 0.4 MILE TO MAPLE AVENUE
 LX6062'ON THE RIGHT, GO EAST ON MAPLE AVENUE FOR 0.17 MILE TO CREEK ROW,
 LX6062'GO SOUTH ON GRAVEL ROAD FOR 0.15 MILE TO A DIRT ROAD ON THE LEFT,
 LX6062'FOLLOW DIRT ROAD, SOUTHEAST FOR 0.2 MILE TO THE TOP OF HILL TO
 LX6062'TO THE STATION.
 LX6062'
 LX6062'STATION STAMPED JONES 1862 1934.
 LX6062
 LX6062                          STATION RECOVERY (1997)
 LX6062
 LX6062'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU3090 ***********************************************************************
 KU3090  DESIGNATION -  JONES ROCKS BEACON
 KU3090  PID         -  KU3090
 KU3090  STATE/COUNTY-  CT/FAIRFIELD
 KU3090  USGS QUAD   -  MAMARONECK (1975)
 KU3090
 KU3090                         *CURRENT SURVEY CONTROL
 KU3090  ___________________________________________________________________
 KU3090* NAD 83(1996)-  40 59 18.05944(N)    073 38 05.24307(W)     ADJUSTED  
 KU3090* NAVD 88     -                                                        
 KU3090  ___________________________________________________________________
 KU3090  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU3090  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU3090
 KU3090  HORZ ORDER  -  THIRD
 KU3090
 KU3090.The horizontal coordinates were established by classical geodetic methods
 KU3090.and adjusted by the National Geodetic Survey in August 1998..
 KU3090
 KU3090
 KU3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU3090
 KU3090.The geoid height was determined by GEOID03.
 KU3090
 KU3090;                    North         East     Units Scale Factor Converg.
 KU3090;SPC CT       -   169,997.143   230,344.762   MT  1.00002813   -0 35 12.0
 KU3090;SPC CT       -   557,732.29    755,722.77   sFT  1.00002813   -0 35 12.0
 KU3090;SPC NY L     -    91,309.830   330,732.286   MT  0.99999780   +0 14 20.0
 KU3090;SPC NY L     -   299,572.33  1,085,077.51   sFT  0.99999780   +0 14 20.0
 KU3090;UTM  18      - 4,538,361.252   614,838.027   MT  0.99976231   +0 53 44.0
 KU3090
 KU3090                          SUPERSEDED SURVEY CONTROL
 KU3090
 KU3090  NAD 83(1992)-  40 59 18.05917(N)    073 38 05.24347(W) AD(       ) 4
 KU3090  NAD 83(1986)-  40 59 18.05944(N)    073 38 05.24397(W) AD(       ) 4
 KU3090  NAD 27      -  40 59 17.70900(N)    073 38 06.78600(W) AD(       ) 3
 KU3090
 KU3090.Superseded values are not recommended for survey control.
 KU3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU3090.See file dsdata.txt to determine how the superseded data were derived.
 KU3090
 KU3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1483838361(NAD 83)
 KU3090_MARKER: 14 = NAVIGATION LIGHT
 KU3090
 KU3090  HISTORY     - Date     Condition        Report By
 KU3090  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU3090  HISTORY     - 1934     GOOD             CGS
 KU3090
 KU3090                          STATION DESCRIPTION
 KU3090
 KU3090'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU3090'A BLACK AND WHITE DAY MARK FLASHING A WHITE LIGHT.  SE END OF
 KU3090'JONES ROCKS.  IT IS ON THE NORTH SIDE OF CHANNEL LEADING INTO
 KU3090'CAPTAIN HARBOR FROM WESTWARD.
 KU3090
 KU3090                          STATION RECOVERY (1934)
 KU3090
 KU3090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 KU3090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2155 ***********************************************************************
 KU2155  DESIGNATION -  JONES ROCKS LT
 KU2155  PID         -  KU2155
 KU2155  STATE/COUNTY-  CT/FAIRFIELD
 KU2155  USGS QUAD   -  MAMARONECK (1975)
 KU2155
 KU2155                         *CURRENT SURVEY CONTROL
 KU2155  ___________________________________________________________________
 KU2155* NAD 83(1996)-  40 59 18.03366(N)    073 38 05.20580(W)     ADJUSTED  
 KU2155* NAVD 88     -                                                        
 KU2155  ___________________________________________________________________
 KU2155  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KU2155  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 KU2155
 KU2155  HORZ ORDER  -  THIRD
 KU2155
 KU2155.The horizontal coordinates were established by classical geodetic methods
 KU2155.and adjusted by the National Geodetic Survey in August 1998..
 KU2155.No horizontal observational check was made to the station.
 KU2155
 KU2155
 KU2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2155
 KU2155.The geoid height was determined by GEOID03.
 KU2155
 KU2155;                    North         East     Units Scale Factor Converg.
 KU2155;SPC CT       -   169,996.339   230,345.625   MT  1.00002813   -0 35 12.0
 KU2155;SPC CT       -   557,729.66    755,725.60   sFT  1.00002813   -0 35 12.0
 KU2155;SPC NY E     -   239,613.661   222,801.432   MT  0.99996521   +0 34 03.1
 KU2155;SPC NY E     -   786,132.49    730,974.36   sFT  0.99996521   +0 34 03.1
 KU2155;UTM  18      - 4,538,360.470   614,838.910   MT  0.99976231   +0 53 44.0
 KU2155
 KU2155                          SUPERSEDED SURVEY CONTROL
 KU2155
 KU2155  NAD 83(1992)-  40 59 18.03319(N)    073 38 05.20542(W) AD(       ) 4
 KU2155  NAD 83(1986)-  40 59 18.03375(N)    073 38 05.20744(W) AD(       ) 4
 KU2155
 KU2155.Superseded values are not recommended for survey control.
 KU2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2155.See file dsdata.txt to determine how the superseded data were derived.
 KU2155
 KU2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1483938360(NAD 83)
 KU2155_MARKER: 14 = NAVIGATION LIGHT
 KU2155
 KU2155  HISTORY     - Date     Condition        Report By
 KU2155  HISTORY     - 1986     FIRST OBSERVED   NOS
 KU2155
 KU2155                          STATION DESCRIPTION
 KU2155
 KU2155'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2155'THE STATION IS LOCATED NORTHWEST OF GREAT CAPTAIN ISLAND AND
 KU2155'SOUTHEAST OF THE CALF ISLANDS ON LONG ISLAND SOUND.
 KU2155'
 KU2155'THE STATION CAN ONLY BE REACHED BY BOAT.
 KU2155'
 KU2155'THE POINT INTERSECTED WAS THE CENTER OF THE WHITE LIGHT ATOP THE
 KU2155'STEEL SKELETAL TOWER.
 KU2155'
 KU2155'THE STATION IS LISTED AS NUMBER 24010 IN THE 1986 COAST GUARD
 KU2155'LIGHT LIST.
 KU2155'
 KU2155'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7441 ***********************************************************************
 LX7441  DESIGNATION -  JORDAN
 LX7441  PID         -  LX7441
 LX7441  STATE/COUNTY-  CT/FAIRFIELD
 LX7441  USGS QUAD   -  NEWTOWN (1984)
 LX7441
 LX7441                         *CURRENT SURVEY CONTROL
 LX7441  ___________________________________________________________________
 LX7441* NAD 83(1996)-  41 27 36.05257(N)    073 22 04.15565(W)     ADJUSTED  
 LX7441* NAVD 88     -       217.5    (meters)     714.     (feet)  VERTCON   
 LX7441  ___________________________________________________________________
 LX7441  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 LX7441  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX7441
 LX7441  HORZ ORDER  -  FIRST
 LX7441
 LX7441.The horizontal coordinates were established by classical geodetic methods
 LX7441.and adjusted by the National Geodetic Survey in August 1998..
 LX7441
 LX7441.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7441
 LX7441.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7441
 LX7441.The geoid height was determined by GEOID03.
 LX7441
 LX7441;                    North         East     Units Scale Factor Converg.
 LX7441;SPC CT       -   222,182.758   253,184.472   MT  0.99998396   -0 24 34.7
 LX7441;SPC CT       -   728,944.60    830,656.06   sFT  0.99998396   -0 24 34.7
 LX7441;UTM  18      - 4,591,110.778   636,312.249   MT  0.99982867   +1 04 51.0
 LX7441
 LX7441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7441!SPC CT       -   0.99997054  x   0.99998396  =   0.99995450
 LX7441!UTM  18      -   0.99997054  x   0.99982867  =   0.99979921
 LX7441
 LX7441|---------------------------------------------------------------------|
 LX7441| PID    Reference Object                     Distance      Geod. Az  |
 LX7441|                                                           dddmmss.s |
 LX7441| CR9124 JORDAN RM 1                          24.299 METERS 14923     |
 LX7441| CR9125 JORDAN RM 2                                        25126     |
 LX7441|---------------------------------------------------------------------|
 LX7441
 LX7441                          SUPERSEDED SURVEY CONTROL
 LX7441
 LX7441  NAD 83(1992)-  41 27 36.05224(N)    073 22 04.15557(W) AD(       ) 1
 LX7441  NAD 83(1986)-  41 27 36.05415(N)    073 22 04.15700(W) AD(       ) 1
 LX7441  NAD 83(1986)-  41 27 36.05410(N)    073 22 04.15690(W) AD(       ) 1
 LX7441  NGVD 29 (10/23/89)  217.8    (m)          715.     (f) VERT ANG       
 LX7441
 LX7441.Superseded values are not recommended for survey control.
 LX7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7441.See file dsdata.txt to determine how the superseded data were derived.
 LX7441
 LX7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3631291111(NAD 83)
 LX7441_MARKER: DS = TRIANGULATION STATION DISK
 LX7441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7441+STABILITY: SURFACE MOTION
 LX7441
 LX7441  HISTORY     - Date     Condition        Report By
 LX7441  HISTORY     - 1983     MONUMENTED       NGS
 LX7441
 LX7441                          STATION DESCRIPTION
 LX7441
 LX7441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7441'THE STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) NORTHEAST
 LX7441'FROM DANBURY, 4.4 KM (2.75 MI) NORTH OF INTERSTATE HIGHWAY
 LX7441'84, 4.0 KM (2.5 MI) SOUTHEAST OF BROOKFIELD AND 2.4 KM
 LX7441'(1.5 MI) SOUTHWEST FROM LAKE LILLINONAH AND NEAR AN
 LX7441'UNUSED POLICE TRANSMITTER MAST.
 LX7441'OWNERSHIP--GORDAN AND RICHARD FAIRCHILD, 149 POTCONO ROAD,
 LX7441'BROOKFIELD CT 06804, PHONE 203-775-3107.
 LX7441'
 LX7441'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7441'HIGHWAYS 25 AND 133 IN BROOKFIELD CENTER, GO EASTERLY ON
 LX7441'STATE HIGHWAY 133 FOR 1.4 KM (0.85 MI) TO SIDE ROAD RIGHT
 LX7441'(TOWER ROAD) AT NEWBERRY CONGREGATIONAL CHURCH.
 LX7441'TURN RIGHT, SOUTH, ON TOWER ROAD FOR 1.2 KM (0.75 MI) TO
 LX7441'A GRAVEL DRIVEWAY ON THE RIGHT.  TURN RIGHT ON DRIVEWAY
 LX7441'FOR 30 METERS (100 FT) TO THE STATION ON THE RIGHT.
 LX7441'
 LX7441'THE STATION IS A STANDARD NGS DISK
 LX7441'STAMPED---JORDAN 1983---,
 LX7441'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7441'FLUSH WITH GROUND.  IT IS LOCATED
 LX7441'13.47 METERS (44.2 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 LX7441'OF BLOCK BUILDING,
 LX7441'7.80 METERS (25.6 FT) SOUTH-SOUTHEAST FROM THE NORTH ONE OF FOUR
 LX7441'GUY WIRE ANCHORS,
 LX7441'5.8 METERS (19.0 FT) WEST-SOUTHWEST FROM THE EDGE OF TREE LINE.
 LX7441'34.1 METERS (112 FT) NORTHWEST FROM THE CENTER OF TOWER ROAD.
 LX7441'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7441'STAMPED---JORDAN 1983---,
 LX7441'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7441'
 LX7441'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7441'STAMPED---JORDAN NO 1 1983---,
 LX7441'SET INTO A DRILL HOLE IN THE NORTHWEST CORNER OF A
 LX7441'0.5 BY 0.5 METER CONCRETE GUY WIRE ANCHOR AND FLUSH WITH
 LX7441'THE GROUND,
 LX7441'IT IS LOCATED
 LX7441'17.37 METERS (57.0 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A
 LX7441'BLOCK BUILDING,
 LX7441'9.8 METERS (32 FT) NORTH-NORTHWEST FROM THE CENTER OF TOWER ROAD,
 LX7441'6.55 METERS (21.5 FT) NORTH FROM UTILITY POLE NO. 648 AND
 LX7441'0.79 METER (2.6 FT) NORTH FROM A WITNESS POST.
 LX7441'MARK IS LEVEL WITH STATION.
 LX7441'
 LX7441'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7441'STAMPED---JORDAN NO 2 1983---,
 LX7441'SET INTO A DRILL HOLE IN THE NORTHWEST CORNER OF A
 LX7441'0.5 BY 0.5 METER CONCRETE GUY WIRE ANCHOR AND PROJECTS
 LX7441'12 CM ABOVE THE GROUND.
 LX7441'IT IS LOCATED
 LX7441'26.67 METERS (87.5 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER
 LX7441'OF A BLOCK BUILDING,
 LX7441'0.49 METER (1.6 FT) WEST FROM A WITNESS POST AND AT THE EDGE OF
 LX7441'WOODS.
 LX7441'MARK IS BELOW STATION 2.1 METERS.
 LX7441'
 LX7441'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A
 LX7441'BLOCK BUILDING ON LINE.
 LX7441'
 LX7441'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE
 LX7441'MARK.
 LX7441'
 LX7441'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX7441'
 LX7441'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5419 ***********************************************************************
 LX5419  DESIGNATION -  JORDAN CHURCH TOWER
 LX5419  PID         -  LX5419
 LX5419  STATE/COUNTY-  CT/NEW LONDON
 LX5419  USGS QUAD   -  NIANTIC (1983)
 LX5419
 LX5419                         *CURRENT SURVEY CONTROL
 LX5419  ___________________________________________________________________
 LX5419* NAD 83(1996)-  41 18 30.86043(N)    072 07 40.81496(W)     ADJUSTED  
 LX5419* NAVD 88     -                                                        
 LX5419  ___________________________________________________________________
 LX5419  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LX5419  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX5419
 LX5419  HORZ ORDER  -  THIRD
 LX5419
 LX5419.The horizontal coordinates were established by classical geodetic methods
 LX5419.and adjusted by the National Geodetic Survey in August 1998..
 LX5419
 LX5419
 LX5419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5419
 LX5419.The geoid height was determined by GEOID03.
 LX5419
 LX5419;                    North         East     Units Scale Factor Converg.
 LX5419;SPC CT       -   205,366.537   356,886.594   MT  0.99999082   +0 24 44.7
 LX5419;SPC CT       -   673,773.38  1,170,885.43   sFT  0.99999082   +0 24 44.7
 LX5419;SPC NY L     -   128,484.032   456,756.164   MT  1.00002687   +1 13 28.0
 LX5419;SPC NY L     -   421,534.69  1,498,540.85   sFT  1.00002687   +1 13 28.0
 LX5419;UTM  18      - 4,576,991.862   740,422.378   MT  1.00031143   +1 53 48.3
 LX5419
 LX5419                          SUPERSEDED SURVEY CONTROL
 LX5419
 LX5419  NAD 83(1992)-  41 18 30.85920(N)    072 07 40.81418(W) AD(       ) 4
 LX5419  NAD 83(1986)-  41 18 30.86074(N)    072 07 40.81922(W) AD(       ) 4
 LX5419  NAD 27      -  41 18 30.51300(N)    072 07 42.54500(W) AD(       ) 3
 LX5419
 LX5419.Superseded values are not recommended for survey control.
 LX5419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5419.See file dsdata.txt to determine how the superseded data were derived.
 LX5419
 LX5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4042276992(NAD 83)
 LX5419_MARKER: 55 = TOWER
 LX5419
 LX5419  HISTORY     - Date     Condition        Report By
 LX5419  HISTORY     - 1882     FIRST OBSERVED   CGS
 LX5419  HISTORY     - 1934     GOOD             CGS
 LX5419  HISTORY     - 1954     GOOD             CGS
 LX5419  HISTORY     - 1984     GOOD             USPSQD
 LX5419  HISTORY     - 1989     GOOD             USPSQD
 LX5419
 LX5419                          STATION DESCRIPTION
 LX5419
 LX5419'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5419'THE SEVENTH DAY BAPTIST CHURCH IS LOCATED ON THE E SIDE OF THE
 LX5419'ROAD FROM WATERFORD CENTER TO OCEAN BEACH ABOUT 1/2 MILE S OF
 LX5419'THE WATERFORD SCHOOL AND ABOUT 1/2 MILE N OF THE SEASIDE
 LX5419'SANITARIUM.  THERE IS A STONE FENCE ON ALL SIDES OF THE CHURCH
 LX5419'EXCEPT THE SIDE NEXT TO THE ROAD.  THE BUILDING IS A WHITE FRAME
 LX5419'BUILDING ON A STONE BASE.  THE TOWER IS SQUARE WITH VERTICAL
 LX5419'SIDING WITH A FLAT TOP AND IS AT THE FRONT CENTER OF THE
 LX5419'BUILDING.  THE STATION IS THE CENTER LINE OF THE TOWER.
 LX5419'HEIGHT ABOVE GROUND ABOUT 50 FEET.
 LX5419
 LX5419                          STATION RECOVERY (1954)
 LX5419
 LX5419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5419'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LX5419'IS ADEQUATE.
 LX5419
 LX5419                          STATION RECOVERY (1984)
 LX5419
 LX5419'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5419'JORDAN CHURCH TOWER RECOVERED GOOD.
 LX5419'
 LX5419'RECOVERED AS DESCRIBED.
 LX5419
 LX5419                          STATION RECOVERY (1989)
 LX5419
 LX5419'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6250 ***********************************************************************
 LX6250  DESIGNATION -  JOSHUA
 LX6250  PID         -  LX6250
 LX6250  STATE/COUNTY-  CT/NEW HAVEN
 LX6250  USGS QUAD   -  GUILFORD (1984)
 LX6250
 LX6250                         *CURRENT SURVEY CONTROL
 LX6250  ___________________________________________________________________
 LX6250* NAD 83(1996)-  41 15 21.71631(N)    072 43 10.38991(W)     ADJUSTED  
 LX6250* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6250  ___________________________________________________________________
 LX6250  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LX6250  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX6250
 LX6250  HORZ ORDER  -  THIRD
 LX6250
 LX6250.The horizontal coordinates were established by classical geodetic methods
 LX6250.and adjusted by the National Geodetic Survey in August 1998..
 LX6250
 LX6250.The orthometric height was scaled from a topographic map.
 LX6250
 LX6250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6250
 LX6250.The geoid height was determined by GEOID03.
 LX6250
 LX6250;                    North         East     Units Scale Factor Converg.
 LX6250;SPC CT       -   199,344.505   307,352.343   MT  0.99999482   +0 01 12.7
 LX6250;SPC CT       -   654,016.10  1,008,371.81   sFT  0.99999482   +0 01 12.7
 LX6250;SPC NY L     -   121,758.112   407,311.027   MT  1.00001996   +0 50 15.1
 LX6250;SPC NY L     -   399,468.07  1,336,319.59   sFT  1.00001996   +0 50 15.1
 LX6250;UTM  18      - 4,569,687.590   691,051.698   MT  1.00004924   +1 30 15.3
 LX6250
 LX6250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6250!SPC CT       -   1.00000477  x   0.99999482  =   0.99999959
 LX6250!SPC NY L     -   1.00000477  x   1.00001996  =   1.00002473
 LX6250!UTM  18      -   1.00000477  x   1.00004924  =   1.00005402
 LX6250
 LX6250|---------------------------------------------------------------------|
 LX6250| PID    Reference Object                     Distance      Geod. Az  |
 LX6250|                                                           dddmmss.s |
 LX6250| DE4671 JOSHUA RM 2                          24.750 METERS 06214     |
 LX6250| DE4670 JOSHUA RM 1                          11.550 METERS 11440     |
 LX6250| LX6345 FULTONS CHIMNEY                     APPROX. 1.1 KM 1483005.9 |
 LX6250| LX6357 PRUDDENS ISLAND CHIMNEY             APPROX. 2.7 KM 2485014.0 |
 LX6250| LX6246 WAYLAND ISLAND FLAGPOLE             APPROX. 2.3 KM 2532021.2 |
 LX6250| LX6262 NARROWS ISLAND CHIMNEY              APPROX. 1.0 KM 2694829.1 |
 LX6250| LX6260 BEATTIE QUARRY FLAGPOLE             APPROX. 1.0 KM 2933147.5 |
 LX6250|---------------------------------------------------------------------|
 LX6250
 LX6250                          SUPERSEDED SURVEY CONTROL
 LX6250
 LX6250  NAD 83(1992)-  41 15 21.71542(N)    072 43 10.38977(W) AD(       ) 3
 LX6250  NAD 83(1986)-  41 15 21.71753(N)    072 43 10.39257(W) AD(       ) 3
 LX6250  NAD 27      -  41 15 21.37000(N)    072 43 12.05400(W) AD(       ) 3
 LX6250
 LX6250.Superseded values are not recommended for survey control.
 LX6250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6250.See file dsdata.txt to determine how the superseded data were derived.
 LX6250
 LX6250_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9105269688(NAD 83)
 LX6250_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6250_SETTING: 66 = SET IN ROCK OUTCROP
 LX6250_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6250+STABILITY: POSITION/ELEVATION WELL
 LX6250
 LX6250  HISTORY     - Date     Condition        Report By
 LX6250  HISTORY     - 1933     MONUMENTED       CGS
 LX6250  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6250
 LX6250                          STATION DESCRIPTION
 LX6250
 LX6250'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6250'THIS STATION IS ON THE SMALL ROCKY ISLET THAT MARKS THE EXTREME
 LX6250'SOUTHWESTERLY TIP OF WHAT IS LOCALLY KNOWN AS WALDENS
 LX6250'POINT.  THIS POINT SEPARATES ISLAND BAY FROM JOSHUA COVE.  THE
 LX6250'ISLET IS CUT OFF FROM MAINLAND AT HIGH WATER, ONLY.
 LX6250'
 LX6250'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6250'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, AND 12A.
 LX6250'
 LX6250'STATION IS ON THE HIGHEST PART OF THE ISLET AND IS ABOUT 13
 LX6250'METERS FROM THE TIP.  TO THE EASTWARD IT IS ABOUT 8.5 METERS
 LX6250'FROM HIGH WATER AND TO THE WESTWARD ABOUT 6 METERS FROM HIGH
 LX6250'WATER.
 LX6250'
 LX6250'REFERENCE MARK NO.1 BEARS S 53 DEG E (MAGNETIC) AND IS IN PART
 LX6250'OF SAME ISLET AS STATION.
 LX6250'
 LX6250'REFERENCE MARK NO.2 BEARS N 72 DEG E (MAGNETIC) AND IS ALMOST
 LX6250'EXACTLY ON RANGE WITH SW CORNER OF WALDENS HOUSE AND WALDENS
 LX6250'FLAGPOLE.  THIS FLAGPOLE IS 46.5 METERS DISTANT.
 LX6250'
 LX6250'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LX6250
 LX6250                          STATION RECOVERY (1961)
 LX6250
 LX6250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6250'THE STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD
 LX6250'CONDITION.  THE STATION IS STAMPED, JOSHUA 1933 AND THE R.M.S
 LX6250'ARE STAMPED, JOSHUA NO 1 1933 AND JOSHUA NO 2, 1933.  THE
 LX6250'DISTANCES TO THE R.M.S WERE CHECKED AND FOUND CORRECT AS
 LX6250'PUBLISHED.
 LX6250'
 LX6250'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS CORRECT AND
 LX6250'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7349 ***********************************************************************
 LX7349  DESIGNATION -  JOSHUA
 LX7349  PID         -  LX7349
 LX7349  STATE/COUNTY-  CT/LITCHFIELD
 LX7349  USGS QUAD   -  SHARON (1969)
 LX7349
 LX7349                         *CURRENT SURVEY CONTROL
 LX7349  ___________________________________________________________________
 LX7349* NAD 83(1996)-  41 55 35.11471(N)    073 26 37.46212(W)     ADJUSTED  
 LX7349* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 LX7349  ___________________________________________________________________
 LX7349  LAPLACE CORR-           9.41  (seconds)                    DEFLEC99
 LX7349  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX7349
 LX7349  HORZ ORDER  -  SECOND
 LX7349
 LX7349.The horizontal coordinates were established by classical geodetic methods
 LX7349.and adjusted by the National Geodetic Survey in August 1998..
 LX7349
 LX7349.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7349
 LX7349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7349
 LX7349.The geoid height was determined by GEOID03.
 LX7349
 LX7349;                    North         East     Units Scale Factor Converg.
 LX7349;SPC CT       -   274,031.179   247,257.838   MT  1.00000660   -0 27 36.0
 LX7349;SPC CT       -   899,050.63    811,211.76   sFT  1.00000660   -0 27 36.0
 LX7349;UTM  18      - 4,642,777.940   629,035.896   MT  0.99980488   +1 02 24.0
 LX7349
 LX7349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7349!SPC CT       -   0.99996157  x   1.00000660  =   0.99996817
 LX7349!UTM  18      -   0.99996157  x   0.99980488  =   0.99976646
 LX7349
 LX7349|---------------------------------------------------------------------|
 LX7349| PID    Reference Object                     Distance      Geod. Az  |
 LX7349|                                                           dddmmss.s |
 LX7349| CR8721 JOSHUA RM 1                          10.240 METERS 02725     |
 LX7349| CR8722 JOSHUA RM 2                           8.233 METERS 14331     |
 LX7349|---------------------------------------------------------------------|
 LX7349
 LX7349                          SUPERSEDED SURVEY CONTROL
 LX7349
 LX7349  NAD 83(1996)-  41 55 35.11471(N)    073 26 37.46237(W) AD(       ) 2
 LX7349  NAD 83(1992)-  41 55 35.11517(N)    073 26 37.46267(W) AD(       ) 2
 LX7349  NAD 83(1992)-  41 55 35.11601(N)    073 26 37.46315(W) AD(       ) 2
 LX7349  NAD 83(1986)-  41 55 35.11588(N)    073 26 37.45987(W) AD(       ) 2
 LX7349  NAD 83(1986)-  41 55 35.11553(N)    073 26 37.45938(W) AD(       ) 2
 LX7349  NGVD 29 (07/14/89)  275.5    (m)          904.     (f) VERT ANG       
 LX7349
 LX7349.Superseded values are not recommended for survey control.
 LX7349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7349.See file dsdata.txt to determine how the superseded data were derived.
 LX7349
 LX7349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2903642778(NAD 83)
 LX7349_MARKER: DS = TRIANGULATION STATION DISK
 LX7349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7349_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7349+STABILITY: SURFACE MOTION
 LX7349
 LX7349  HISTORY     - Date     Condition        Report By
 LX7349  HISTORY     - 1984     MONUMENTED       NGS
 LX7349
 LX7349                          STATION DESCRIPTION
 LX7349
 LX7349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7349'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LX7349'NORTH-NORTHEAST OF OF SHARON, 4.8 KM (3.0 MI) WEST-SOUTHWEST OF
 LX7349'LIME ROCK, 4.5 KM (2.8 MI) EAST OF THE NEW YORK STATE LINE AND ON
 LX7349'HIGHWAY RIGHT-OF-WAY.
 LX7349'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 LX7349'EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, 24
 LX7349'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7349'
 LX7349'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 112
 LX7349'ABOUT 2.4 KM (1.5 MI) SOUTH OF LAKEVILLE, GO SOUTH ON HIGHWAY 41
 LX7349'FOR 1.8 KM (1.1 MI) TO HIGH GROUND AND THE STATION ON THE LEFT.
 LX7349'
 LX7349'THE STATION IS A STANDARD NGS DISK
 LX7349'STAMPED---JOSHUA 1984---,
 LX7349'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7349'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7349'35.05 METERS (115.0 FT) SOUTHWEST FROM A POWER POLE,
 LX7349'10.52 METERS (34.5 FT) NORTHWEST FROM POWER POLE NUMBER 115,
 LX7349'7.9 METERS (26 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 41 AND
 LX7349'4.54 METERS (14.9 FT) WEST FROM A WITNESS POST.
 LX7349'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7349'STAMPED---JOSHUA 1984---,
 LX7349'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7349'
 LX7349'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7349'STAMPED---JOSHUA NO 1 1984---,
 LX7349'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7349'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7349'25.73 METERS (84.4 FT) SOUTH FROM A POWER POLE,
 LX7349'12.5 METERS (41 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 41 AND
 LX7349'0.7 METER (2.3 FT) WEST FROM A WITNESS POST.
 LX7349'MARK IS LEVEL WITH THE STATION.
 LX7349'
 LX7349'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7349'STAMPED---JOSHUA NO 2 1984---,
 LX7349'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7349'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7349'12.8 METERS (42 FT) EAST FROM THE CENTERLINE OF STATE HIGHWAY 41,
 LX7349'2.38 METERS (7.8 FT) NORTHEAST FROM POWER POLE NUMBER 115 AND
 LX7349'0.58 METER (1.9 FT) WEST FROM A WITNESS POST.
 LX7349'MARK IS LEVEL WITH THE STATION.
 LX7349'
 LX7349'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK
 LX7349'STAMPED---6217---,
 LX7349'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX7349'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 8 CM BELOW GROUND. LOCATED
 LX7349'35.75 METERS (117.3 FT) NORTH FROM POWER POLE 149,
 LX7349'29.17 METERS (95.7 FT) NORTHWEST FROM A 30 CM MAPLE TREE,
 LX7349'21.58 METERS (70.8 FT) SOUTH FROM A POWER POLE 148 AND
 LX7349'7.16 METERS (23.5 FT) WEST FROM THE CENTERLINE OF STATE ROUTE 41.
 LX7349'TO REACH THE AZIMUTH FROM THE STATION,
 LX7349'GO SOUTH FOR 1.7 KM (1.01 MI) ON STATE ROUTE 41 TO MARK ON THE
 LX7349'RIGHT.
 LX7349'
 LX7349'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 LX7349'
 LX7349'AN EDM TIE WAS MADE TO 6217 CTGS. SEE DESCRIPTION
 LX7349'THEREOF.
 LX7349'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6020 ***********************************************************************
 LX6020  DESIGNATION -  JOSHUA ROCK RESET
 LX6020  PID         -  LX6020
 LX6020  STATE/COUNTY-  CT/NEW LONDON
 LX6020  USGS QUAD   -  DEEP RIVER (1971)
 LX6020
 LX6020                         *CURRENT SURVEY CONTROL
 LX6020  ___________________________________________________________________
 LX6020* NAD 83(1996)-  41 22 51.68874(N)    072 22 36.24870(W)     ADJUSTED  
 LX6020* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 LX6020  ___________________________________________________________________
 LX6020  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LX6020  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX6020
 LX6020  HORZ ORDER  -  SECOND
 LX6020
 LX6020.The horizontal coordinates were established by classical geodetic methods
 LX6020.and adjusted by the National Geodetic Survey in August 1998..
 LX6020
 LX6020.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6020
 LX6020.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6020
 LX6020.The geoid height was determined by GEOID03.
 LX6020
 LX6020;                    North         East     Units Scale Factor Converg.
 LX6020;SPC CT       -   213,293.015   336,023.205   MT  0.99998667   +0 14 51.0
 LX6020;SPC CT       -   699,778.83  1,102,436.13   sFT  0.99998667   +0 14 51.0
 LX6020;UTM  18      - 4,584,376.614   719,354.942   MT  1.00019219   +1 44 05.4
 LX6020
 LX6020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6020!SPC CT       -   0.99999736  x   0.99998667  =   0.99998403
 LX6020!UTM  18      -   0.99999736  x   1.00019219  =   1.00018955
 LX6020
 LX6020|---------------------------------------------------------------------|
 LX6020| PID    Reference Object                     Distance      Geod. Az  |
 LX6020|                                                           dddmmss.s |
 LX6020| DE4673 JOSHUA ROCK RM 2                     10.670 METERS 08348     |
 LX6020| LX5880 ELYS LANDING DOCK HOUSE GABLE       APPROX. 2.0 KM 1782344.7 |
 LX6020| LX5918 BROCKWAY ISLAND LIGHT               APPROX. 1.4 KM 1782632.1 |
 LX6020| LX5879 ESSEX REEF LIGHT                    APPROX. 4.0 KM 1795949.8 |
 LX6020| LX5916 ANDERSONS BARN CUPOLA               APPROX. 4.9 KM 1873818.9 |
 LX6020| DE4672 JOSHUA ROCK RM 1                     12.950 METERS 19041     |
 LX6020| LX5905 ESSEX SCHOOL CUPOLA                 APPROX. 3.2 KM 2060553.8 |
 LX6020| LX5907 MC CUTCHEONS CHIMNEY                APPROX. 2.2 KM 2231909.5 |
 LX6020| LX5914 CENTERBROOK CONG CHURCH CUPOLA      APPROX. 4.5 KM 2235456.3 |
 LX6020| LX5886 SUDAS SHOP CUPOLA                   APPROX. 1.2 KM 2305517.6 |
 LX6020| LX6013 SEELEYS SUMMER HOUSE GABLE          APPROX. 0.8 KM 2442303.6 |
 LX6020| LX6003 HALLS BARN GABLE                    APPROX. 1.0 KM 2663556.4 |
 LX6020| LX5996 FINKELDEYS CHIMNEY                  APPROX. 1.6 KM 2825618.1 |
 LX6020| LX5953 POTTER AND SNELL CUPOLA             APPROX. 4.5 KM 2890420.5 |
 LX6020| LX5981 SAINT JOHNS SCH BARN VENT           APPROX. 4.8 KM 2903519.0 |
 LX6020| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 5.0 KM 2913131.7 |
 LX6020| LX5999 CHESTER ST JOSEPHS CROSS            APPROX. 5.9 KM 2923048.3 |
 LX6020| LX6012 HUEYS STACK                         APPROX. 1.1 KM 3165451.6 |
 LX6020| LX6008 WOODS GABLE                         APPROX. 1.0 KM 3224609.8 |
 LX6020| LX6067 BROCKWAY REACH LIGHT                APPROX. 0.7 KM 3272535.1 |
 LX6020| DE4674 JOSHUA ROCK RM 3                                   33443     |
 LX6020| LX6006 SCHEIDES GABLE                      APPROX. 1.5 KM 3355855.9 |
 LX6020|---------------------------------------------------------------------|
 LX6020
 LX6020                          SUPERSEDED SURVEY CONTROL
 LX6020
 LX6020  NAD 83(1992)-  41 22 51.68784(N)    072 22 36.24836(W) AD(       ) 2
 LX6020  NAD 83(1986)-  41 22 51.68965(N)    072 22 36.25156(W) AD(       ) 2
 LX6020  NAD 27      -  41 22 51.33500(N)    072 22 37.96200(W) AD(       ) 2
 LX6020  NGVD 29 (07/19/86)   47.4    (m)          156.     (f) VERT ANG       
 LX6020
 LX6020.Superseded values are not recommended for survey control.
 LX6020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6020.See file dsdata.txt to determine how the superseded data were derived.
 LX6020
 LX6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1935584377(NAD 83)
 LX6020
 LX6020  HISTORY     - Date     Condition        Report By
 LX6020  HISTORY     - 1861     MONUMENTED       CGS
 LX6020  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6020  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6020  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6020
 LX6020                          STATION DESCRIPTION
 LX6020
 LX6020'DESCRIBED BY COAST AND GEODETIC SURVEY 1861 (EB)
 LX6020'ON A HIGH BLUFF ON E SIDE OF THE CONNECTICUT RIVER, ABOUT HALF-WAY
 LX6020'BETWEEN THE ENTRANCE TO HAMBURG COVE AND BROCKWAYS BEACON.  A
 LX6020'POST WITH FLAG WAS ERECTED OVER A CROSS DRILLED IN THE
 LX6020'ROCK.  DISTANCES FROM THE STATION TO ARROWS--NE, 4 FEET 4-1/2
 LX6020'INCHES.  SE, 4 FEET 3 INCHES.  SW, 3 FEET 4 INCHES.  AND NW,
 LX6020'2 FEET 6 INCHES.  (CHARACTER OF ARROWS NOT KNOWN, BUT PROBABLY
 LX6020'PAINTED ON STONE.)
 LX6020
 LX6020                          STATION RECOVERY (1934)
 LX6020
 LX6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6020'STATION RECOVERED AS DESCRIBED AND RE-MARKED.  THIS STATION IS
 LX6020'LOCATED ON THE PROPERTY OF MAURICE CASALIS AT THE N SIDE OF THE
 LX6020'ENTRANCE TO HAMBURG COVE.  IT IS REACHED FROM THE HAMBURG - HADLYME
 LX6020'ROAD.  TURN OFF THIS HIGHWAY AT THE STONE POSTS MARKING THE
 LX6020'ENTRANCE OF THE PRIVATE ROAD THROUGH THE CASALIS PROPERTY.  GO
 LX6020'1.25 MILES ON THIS ROAD.  TURN SHARP RIGHT ON A SELDOM USED
 LX6020'WOOD ROAD.  FOLLOW THIS FOR 0.45 MILE TO THE END.  THIS POINT
 LX6020'IS DIRECTLY E OF AND ABOUT 50 METERS DISTANT FROM THE LEDGE
 LX6020'BEARING THE STATION.  THE STATION IS ON THE HIGHEST PART OF
 LX6020'THE HIGHER AND MORE NORTHERLY OF THE TWO ROCK FACES KNOWN AS
 LX6020'JOSHUA ROCK.  IT IS ABOUT 12 METERS EASTERLY OF THE ABRUPT
 LX6020'RIVER FACE OF THE CLIFF AND 16 METERS NORTHEASTERLY OF A
 LX6020'BREAK IN THE TOP OF THE ROCK DIRECTLY ABOVE THE VERTICAL
 LX6020'FACE.
 LX6020'
 LX6020'THE STATION IS NOW MARKED WITH A STANDARD DISK SET AT THE
 LX6020'INTERSECTION OF THE LINES OF THE OLD CROSS.  STANDARD REFERENCE
 LX6020'MARK DISKS WERE ALSO ESTABLISHED.  REFERENCE MARK NO.1 IS
 LX6020'IN THE TOP OF THE LEDGE JUST INSIDE OF THE BREAK ABOVE THE SW
 LX6020'FACE OF THE ROCK.  IT BEARS S 25 DEG W (MAGNETIC).  REFERENCE
 LX6020'MARK NO.2 IS IN A SMALL OUTCROPPING OF THE LEDGE DIRECTLY IN
 LX6020'THE PATH FROM THE END OF THE ROAD TO THE STATION.  IT BEARS
 LX6020'S 82 DEG E (MAGNETIC).
 LX6020'
 LX6020'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX6020
 LX6020                          STATION RECOVERY (1961)
 LX6020
 LX6020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6020'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES
 LX6020'WERE CHECKED AND FOUND TO BE CORRECT AS PUBLISHED BY G.C.M. IN
 LX6020'1934.  THE MARKS ARE STAMPED--
 LX6020'
 LX6020'STATION - JOSHUA ROCK 1861 1934
 LX6020'
 LX6020'R.M. 1 - JOSHUA ROCK NO 1 1861 1934
 LX6020'
 LX6020'R.M. 2 - JOSHUA ROCK NO 2 1861 1934
 LX6020'
 LX6020'THE PREVIOUS RECOVERY NOTE BY G.C.M. IS COMPLETE AND ADEQUATE.
 LX6020
 LX6020                          STATION RECOVERY (1971)
 LX6020
 LX6020'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6020'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX6020'REACH THE STATION FROM EAST HADDAM AT THE INTERSECTION OF ROUTE
 LX6020'82 (NORWICH-SALEM ROAD) AND ROUTE 156 (HAMBURG ROAD) GO SOUTH
 LX6020'ON ROUTE 156 FOR 3.25 MILE TO JOSHUA-TOWN ROAD ON THE RIGHT, GO
 LX6020'WEST ON JOSHUATOWN ROAD FOR 1.0 MILE TO A PRIVATE ROAD ON THE
 LX6020'LEFT AT TWO STONE POSTS, GO SOUTH FOR 8.95 MILE ON GRAVEL ROAD TO
 LX6020'A DIRT ROAD ON THE RIGHT, THEN GO WEST FOR 0.5 MILE ON DIRT
 LX6020'ROAD TO A 2-1/2 STORY FRAME HOUSE ON THE LEFT, CONTINUE PAST
 LX6020'HOUSE BEARING TO THE RIGHT THROUGH A SMALL FIELD 300 FEET TO
 LX6020'WHERE DIRT ROAD CONTINUES, FOLLOW DIRT ROAD FOR 0.5 MILE TO
 LX6020'A FORK, BEAR LEFT AND GO 0.6 MILE TO STATION AT BLUFF ON
 LX6020'CONNECTICUT RIVERS EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6197 ***********************************************************************
 LX6197  DESIGNATION -  JOSIFKOS CHIMNEY
 LX6197  PID         -  LX6197
 LX6197  STATE/COUNTY-  CT/NEW HAVEN
 LX6197  USGS QUAD   -  CLINTON (1984)
 LX6197
 LX6197                         *CURRENT SURVEY CONTROL
 LX6197  ___________________________________________________________________
 LX6197* NAD 83(1996)-  41 16 24.89797(N)    072 34 05.96991(W)     ADJUSTED  
 LX6197* NAVD 88     -                                                        
 LX6197  ___________________________________________________________________
 LX6197  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6197  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX6197
 LX6197  HORZ ORDER  -  THIRD
 LX6197
 LX6197.The horizontal coordinates were established by classical geodetic methods
 LX6197.and adjusted by the National Geodetic Survey in August 1998..
 LX6197
 LX6197
 LX6197.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6197
 LX6197.The geoid height was determined by GEOID03.
 LX6197
 LX6197;                    North         East     Units Scale Factor Converg.
 LX6197;SPC CT       -   201,309.183   320,022.382   MT  0.99999339   +0 07 13.7
 LX6197;SPC CT       -   660,461.88  1,049,940.10   sFT  0.99999339   +0 07 13.7
 LX6197;SPC NY L     -   123,903.230   419,952.118   MT  1.00002217   +0 56 11.2
 LX6197;SPC NY L     -   406,505.85  1,377,792.91   sFT  1.00002217   +0 56 11.2
 LX6197;UTM  18      - 4,571,979.952   703,667.681   MT  1.00011053   +1 36 16.6
 LX6197
 LX6197                          SUPERSEDED SURVEY CONTROL
 LX6197
 LX6197  NAD 83(1992)-  41 16 24.89708(N)    072 34 05.96969(W) AD(       ) 4
 LX6197  NAD 83(1986)-  41 16 24.89926(N)    072 34 05.97291(W) AD(       ) 4
 LX6197  NAD 27      -  41 16 24.55000(N)    072 34 07.64000(W) AD(       ) 3
 LX6197
 LX6197.Superseded values are not recommended for survey control.
 LX6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6197.See file dsdata.txt to determine how the superseded data were derived.
 LX6197
 LX6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0366871980(NAD 83)
 LX6197
 LX6197  HISTORY     - Date     Condition        Report By
 LX6197  HISTORY     - 1934     MONUMENTED       CGS
 LX6197  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6197
 LX6197                          STATION DESCRIPTION
 LX6197
 LX6197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6197'THIS HOUSE IS ON THE N SIDE OF ROUTE 1 BETWEEN CAMPS HILL AND
 LX6197'THE MAIN ENTRANCE TO HAMMONASSET PARK.  THE LOWER PART OF THE
 LX6197'HOUSE IS OF CONCRETE BLOCKS AND THE UPPER STORY OF YELLOW
 LX6197'BRICK.  THE ROOF IS COVERED WITH VARI-COLORED COMPOSITION
 LX6197'SHINGLES.
 LX6197'
 LX6197'THERE ARE TWO RED BRICK CHIMNEYS ON THE HOUSE.  THE STATION
 LX6197'IS ON THE HIGHER OF THE TWO AND THE ONE NEARER THE CENTER OF THE
 LX6197'HOUSE.
 LX6197'
 LX6197'CENTER IS THE CENTER LINE OF THIS CHIMNEY.  IT IS 27.3 METERS
 LX6197'N OF THE CENTER LINE OF THE POST ROAD AND 4.1 METERS W OF THE
 LX6197'E WALL OF THE HOUSE.
 LX6197
 LX6197                          STATION RECOVERY (1961)
 LX6197
 LX6197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6197'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 LX6197'LOCATED ON THE N. SIDE OF THE RT. 1 (BOSTON POST ROAD) .3 MILES
 LX6197'WEST OF THE RT. 1-HAMMONASSET STATE PARK ENTRANCE INTERSECTION.
 LX6197'
 LX6197'THE STATION IS THE TALLER AND EASTERLY OF TWO RED BRICK
 LX6197'CHIMNEYS, ON A CONCRETE BLOCK (LOWER PART) AND BRICK (UPPER
 LX6197'PART) HOUSE.  THE HOUSE IS PAINTED WHITE WITH A GRAY SHINGLED
 LX6197'ROOF.  THE CHIMNEY IS 27.3 METERS N. OF THE CENTER LINE OF
 LX6197'RT. 1 AND 4.1 METERS W. OF THE E. WALL OF THE HOUSE.  IT IS
 LX6197'THE RESIDENCE OF MR. J.W. FROST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4866 ***********************************************************************
 LX4866  DESIGNATION -  JUDD
 LX4866  PID         -  LX4866
 LX4866  STATE/COUNTY-  CT/NEW LONDON
 LX4866  USGS QUAD   -  COLCHESTER (1984)
 LX4866
 LX4866                         *CURRENT SURVEY CONTROL
 LX4866  ___________________________________________________________________
 LX4866* NAD 83(1996)-  41 35 29.15788(N)    072 22 10.20080(W)     ADJUSTED  
 LX4866* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 LX4866  ___________________________________________________________________
 LX4866  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX4866  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX4866
 LX4866  HORZ ORDER  -  FIRST
 LX4866
 LX4866.The horizontal coordinates were established by classical geodetic methods
 LX4866.and adjusted by the National Geodetic Survey in August 1998..
 LX4866
 LX4866.The orthometric height was scaled from a topographic map.
 LX4866
 LX4866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4866
 LX4866.The geoid height was determined by GEOID03.
 LX4866
 LX4866;                    North         East     Units Scale Factor Converg.
 LX4866;SPC CT       -   236,663.676   336,525.535   MT  0.99998365   +0 15 08.3
 LX4866;SPC CT       -   776,454.08  1,104,084.19   sFT  0.99998365   +0 15 08.3
 LX4866;UTM  18      - 4,607,757.292   719,248.998   MT  1.00019159   +1 44 48.7
 LX4866
 LX4866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4866!SPC CT       -   0.99998105  x   0.99998365  =   0.99996470
 LX4866!UTM  18      -   0.99998105  x   1.00019159  =   1.00017263
 LX4866
 LX4866|---------------------------------------------------------------------|
 LX4866| PID    Reference Object                     Distance      Geod. Az  |
 LX4866|                                                           dddmmss.s |
 LX4866| DE4676 JUDD RM 1                            26.082 METERS 07817     |
 LX4866| DE4677 JUDD RM 2                            25.338 METERS 17554     |
 LX4866| DE4675 JUDD AZ MK                                         1913155.6 |
 LX4866|---------------------------------------------------------------------|
 LX4866
 LX4866                          SUPERSEDED SURVEY CONTROL
 LX4866
 LX4866  NAD 83(1992)-  41 35 29.15725(N)    072 22 10.20056(W) AD(       ) 1
 LX4866  NAD 83(1986)-  41 35 29.15874(N)    072 22 10.20252(W) AD(       ) 1
 LX4866  NAD 27      -  41 35 28.79900(N)    072 22 11.89600(W) AD(       ) 1
 LX4866
 LX4866.Superseded values are not recommended for survey control.
 LX4866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4866.See file dsdata.txt to determine how the superseded data were derived.
 LX4866
 LX4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1924907757(NAD 83)
 LX4866
 LX4866  HISTORY     - Date     Condition        Report By
 LX4866  HISTORY     - 1942     MONUMENTED       CGS
 LX4866  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX4866
 LX4866                          STATION DESCRIPTION
 LX4866
 LX4866'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4866'THE STATION IS LOCATED 2.25 MILES NW OF COLCHESTER, ON THE SUMMIT
 LX4866'OF A TIMBERED HILL THAT IS ON LAND OWNED BY SAMUEL EINHORN AND IS
 LX4866'ABOUT 0.45 MILE E OF THE EINHORN FARM HOUSE, 44 FEET W OF A N-S
 LX4866'FENCE LINE, 41.4 FEET S OF TWO 15-INCH TRIANGULAR BLAZED OAK
 LX4866'TREES, 7 FEET N OF A BRONZE REFERENCE POST.  THE DISK IS SET IN A
 LX4866'DRILLED HOLE IN A BOULDER THAT IS ABOUT 1 FOOT SQUARE AND
 LX4866'PROJECTS 8 INCHES.  THE DISK IS STAMPED JUDD 1942.
 LX4866'
 LX4866'REFERENCE MARK NO. 1 IS 85.57 FEET NE OF THE STATION, 13 FEET
 LX4866'E OF A N-S FENCE LINE.  THE DISK IS SET IN A DRILLED HOLE IN
 LX4866'A BOULDER THAT IS 6 FEET LONG BY 4 FEET WIDE AND PROJECTS 8
 LX4866'INCHES.  THE DISK IS STAMPED JUDD NO. 1, 1942.
 LX4866'
 LX4866'REFERENCE MARK NO. 2 IS 83.13 FEET SE OF THE STATION.  THE
 LX4866'DISK IS SET IN A BOULDER THAT IS 4 FEET LONG BY 2 FEET WIDE AND
 LX4866'PROJECTS 20 INCHES.  THE DISK IS STAMPED JUDD NO. 2, 1942.
 LX4866'
 LX4866'THE AZIMUTH MARK IS 0.45 MILE W OF THE STATION, ABOUT 80
 LX4866'YARDS NE OF THE EINHORN FARM HOUSE, 52.7 FEET N OF S. GEYER MAIL
 LX4866'BOX, 30.5 FEET E OF THE CENTERLINE OF CONN. STATE HIGHWAY 2, 20.5
 LX4866'FEET NE OF A HIGH LINE POWER POLE NO. 1008, 3.8 FEET E OF A BRONZE
 LX4866'REFERENCE POST.  THE DISK IS STAMPED JUDD 1942.  A 90-FT. TOWER
 LX4866'IS NEEDED TO SEE THE AZIMUTH MARK.
 LX4866'
 LX4866'TO REACH THE STATION FROM THE JUNCTIONS OF CONN. STATE
 LX4866'HIGHWAY 2, 85 AND 16 IN COLCHESTER, GO N AND W ON CONN. STATE
 LX4866'HIGHWAY 2 FOR 2.2 MILES TO SAMUEL EINHORN HOUSE ON THE LEFT AT THE
 LX4866'TOP OF A HILL.* CONTINUE ON W FOR 0.1 MILE TO A DIM T ROAD
 LX4866'RIGHT, HERE TURN RIGHT AND GO 0.25 MILE TO A WIRE FENCE, CONTINUE
 LX4866'ON N FOR 0.05 MILE TO A GAP IN FENCE ON RIGHT, PASS THROUGH GAP
 LX4866'IN FENCE AND CONTINUE ON TRAIL ROAD FOR 0.1 MILE TO TWO 15-INCH
 LX4866'BLAZED OAK TREES ON THE LEFT AND STATION AS DESCRIBED.
 LX4866'
 LX4866'*THE AZIMUTH MARK IS 30.5 FEET E OF THE CENTERLINE OF CONN. STATE
 LX4866'HIGHWAY 2.
 LX4866'
 LX4866'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LX4866
 LX4866                          STATION RECOVERY (1971)
 LX4866
 LX4866'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX4866'STATION JUDD 1942, AND THE TWO RM WERE RECOVERED IN GOOD
 LX4866'CONDITION.  THE STATION MARK IS SET IN A DRILL HOLE IN A BOULDER
 LX4866'THAT IS ABOUT ONE FOOT SQUARE AND PROJECTS EIGHT INCHES.
 LX4866'
 LX4866'TO REACH FROM THE INTERSECTION OF NEW RT 2 AND HARTFORD RD. (OLD
 LX4866'RT 2), IN THE TOWN OF COLCHESTER, GO NORTHWESTERLY ON HARTFORD
 LX4866'RD. FOR ABOUT 0.9 MILE THEN TAKE A RIGHT ON PARK RD FOR 0.4 MILE TO
 LX4866'A DRIVEWAY ON THE RIGHT WHICH IS ABOUT 35 FT SW OF CL AND P POLE
 LX4866'NO 1663.  STATION IS ON THE SE SIDE OF PARK RD. 400 FT FROM ITS
 LX4866'CENTER LINE AND ABOUT 40 FT SOUTH OF THE FENCE REMAINS.
 LX4866'(NOTE--PARK RD IS PLOTTED WRONG ON USGS MAP).
 LX4866'
 LX4866'AREA SOUTH OF THE FENCE REMAINS IS PART OF 50 ACRE HOUSING
 LX4866'DEVELOPMENT.  (PARKWOOD ESTATES).  BUILDER SAL RUITTO SAID STATION
 LX4866'JUDD WOULD NOT BE DESTROYED.  IN EVENT OF CHANGE OF PLANS HE WOULD
 LX4866'CALL OUR OFFICE IN WETHERSFIELD OR GET IN TOUCH WITH NOAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5453 ***********************************************************************
 LX5453  DESIGNATION -  JUDSON
 LX5453  PID         -  LX5453
 LX5453  STATE/COUNTY-  CT/NEW LONDON
 LX5453  USGS QUAD   -  NIANTIC (1983)
 LX5453
 LX5453                         *CURRENT SURVEY CONTROL
 LX5453  ___________________________________________________________________
 LX5453* NAD 83(1996)-  41 20 42.60214(N)    072 11 23.20741(W)     ADJUSTED  
 LX5453* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5453  ___________________________________________________________________
 LX5453  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LX5453  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5453
 LX5453  HORZ ORDER  -  SECOND
 LX5453
 LX5453.The horizontal coordinates were established by classical geodetic methods
 LX5453.and adjusted by the National Geodetic Survey in August 1998..
 LX5453
 LX5453.The orthometric height was scaled from a topographic map.
 LX5453
 LX5453.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5453
 LX5453.The geoid height was determined by GEOID03.
 LX5453
 LX5453;                    North         East     Units Scale Factor Converg.
 LX5453;SPC CT       -   209,395.262   351,687.221   MT  0.99998852   +0 22 17.3
 LX5453;SPC CT       -   686,990.96  1,153,827.16   sFT  0.99998852   +0 22 17.3
 LX5453;SPC NY L     -   132,438.800   451,499.990   MT  1.00003218   +1 11 02.5
 LX5453;SPC NY L     -   434,509.63  1,481,296.22   sFT  1.00003218   +1 11 02.5
 LX5453;UTM  18      - 4,580,885.676   735,118.717   MT  1.00028038   +1 51 26.1
 LX5453
 LX5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5453!SPC CT       -   1.00000468  x   0.99998852  =   0.99999320
 LX5453!SPC NY L     -   1.00000468  x   1.00003218  =   1.00003686
 LX5453!UTM  18      -   1.00000468  x   1.00028038  =   1.00028506
 LX5453
 LX5453:                Primary Azimuth Mark                     Grid Az
 LX5453:SPC CT       -  STONE DOCK                               002 00 02.5
 LX5453:SPC NY L     -  STONE DOCK                               001 11 17.3
 LX5453:UTM  18      -  STONE DOCK                               000 30 53.7
 LX5453
 LX5453|---------------------------------------------------------------------|
 LX5453| PID    Reference Object                     Distance      Geod. Az  |
 LX5453|                                                           dddmmss.s |
 LX5453| LX5454 STONE DOCK                          412.497 METERS 0022219.8 |
 LX5453| LX5490 BRANIERS CHIMNEY                    APPROX. 0.6 KM 0372420.4 |
 LX5453| LX5459 SANDY POINT                         377.621 METERS 04707     |
 LX5453| LX5472 RIECK CHIMNEY                       APPROX. 1.2 KM 0665454.8 |
 LX5453| LX5488 BISHOPS BAY FLAGPOLE                142.200 METERS 16818     |
 LX5453| DE4678 JUDSON RM 1                          12.500 METERS 18414     |
 LX5453| DE4679 JUDSON RM 2                           5.520 METERS 28549     |
 LX5453|---------------------------------------------------------------------|
 LX5453
 LX5453                          SUPERSEDED SURVEY CONTROL
 LX5453
 LX5453  NAD 83(1992)-  41 20 42.60104(N)    072 11 23.20674(W) AD(       ) 2
 LX5453  NAD 83(1986)-  41 20 42.60248(N)    072 11 23.21112(W) AD(       ) 2
 LX5453  NAD 27      -  41 20 42.26400(N)    072 11 24.93700(W) AD(       ) 2
 LX5453
 LX5453.Superseded values are not recommended for survey control.
 LX5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5453.See file dsdata.txt to determine how the superseded data were derived.
 LX5453
 LX5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3511980886(NAD 83)
 LX5453_MARKER: DS = TRIANGULATION STATION DISK
 LX5453_SETTING: 66 = SET IN ROCK OUTCROP
 LX5453_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5453+STABILITY: POSITION/ELEVATION WELL
 LX5453
 LX5453  HISTORY     - Date     Condition        Report By
 LX5453  HISTORY     - 1934     MONUMENTED       CGS
 LX5453  HISTORY     - 1968     GOOD             CGS
 LX5453  HISTORY     - 1984     GOOD             USPSQD
 LX5453
 LX5453                          STATION DESCRIPTION
 LX5453
 LX5453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5453'THE STATION IS LOCATED ON THE W BANK OF THE NIANTIC RIVER ON A
 LX5453'ROCK BLUFF OPPOSITE SANDY POINT AND JUST N OF BISHOPS BAY.  IT
 LX5453'IS ON THE PROPERTY OF E.W. HART AND J. HAZELWOOD.  THE STATION IS
 LX5453'MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE LEDGE 2
 LX5453'METERS W OF THE HIGH WATER MARK.
 LX5453'
 LX5453'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5453'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5453'NOS. 1 AND 2, STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK.
 LX5453'
 LX5453'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN LEDGE AT THE HIGH
 LX5453'WATER LINE.  REFERENCE MARK NO.2 IS A STANDARD DISC SET IN UPPER
 LX5453'LEDGE NW OF THE STATION.
 LX5453'
 LX5453'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5453
 LX5453                          STATION RECOVERY (1968)
 LX5453
 LX5453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5453'RECOVERED.
 LX5453'
 LX5453'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND
 LX5453'PENNSYLVANIA STREETS IN NIANTIC, GO NORTH ON PENNSYLVANIA
 LX5453'AVE. 0.7 MILE TO OSWEGATCHIE HILLS RD.  PROCEED NE 0.7 MILE ON
 LX5453'OSWEGATCHIE RD. TO QUARRY DOCK RD.  PROCEED 0.3 MILE ON QUARRY
 LX5453'DOCK RD. TO A WHITE HOUSE WITH SEPARATE TWO-CAR GARAGE.  THE
 LX5453'STATION IS E OF THE HOUSE AT THE BOTTOM OF THE WOODEN STAIRS
 LX5453'TO THE WATER.  THE STAIRS HAVE BEEN BUILT OVER THE
 LX5453'STATION.
 LX5453
 LX5453                          STATION RECOVERY (1984)
 LX5453
 LX5453'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5453'JUDSON 1934 RECOVERED GOOD.
 LX5453'
 LX5453'JUDSON RM 1 1934 RECOVERED GOOD.
 LX5453'
 LX5453'JUDSON RM 2 1934 RECOVERED GOOD.
 LX5453'
 LX5453'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0799 ***********************************************************************
 LX0799  DESIGNATION -  JUDY
 LX0799  PID         -  LX0799
 LX0799  STATE/COUNTY-  CT/FAIRFIELD
 LX0799  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0799
 LX0799                         *CURRENT SURVEY CONTROL
 LX0799  ___________________________________________________________________
 LX0799* NAD 83(1996)-  41 06 38.74733(N)    073 22 35.69808(W)     ADJUSTED  
 LX0799* NAVD 88     -         1.293  (meters)       4.24   (feet)  ADJUSTED  
 LX0799  ___________________________________________________________________
 LX0799  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 LX0799  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX0799  DYNAMIC HT  -           1.293 (meters)       4.24  (feet)  COMP
 LX0799  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LX0799
 LX0799  HORZ ORDER  -  THIRD
 LX0799  VERT ORDER  -  FIRST     CLASS I
 LX0799
 LX0799.The horizontal coordinates were established by classical geodetic methods
 LX0799.and adjusted by the National Geodetic Survey in August 1998..
 LX0799
 LX0799.The orthometric height was determined by differential leveling
 LX0799.and adjusted by the National Geodetic Survey in June 1991..
 LX0799
 LX0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0799
 LX0799.The geoid height was determined by GEOID03.
 LX0799
 LX0799.The dynamic height is computed by dividing the NAVD 88
 LX0799.geopotential number by the normal gravity value computed on the
 LX0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0799.degrees latitude (g = 980.6199 gals.).
 LX0799
 LX0799.The modeled gravity was interpolated from observed gravity values.
 LX0799
 LX0799;                    North         East     Units Scale Factor Converg.
 LX0799;SPC CT       -   183,401.614   252,171.225   MT  1.00001021   -0 24 55.7
 LX0799;SPC CT       -   601,710.13    827,331.76   sFT  1.00001021   -0 24 55.7
 LX0799;UTM  18      - 4,552,322.814   636,305.559   MT  0.99982866   +1 04 03.3
 LX0799
 LX0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0799!SPC CT       -   1.00000451  x   1.00001021  =   1.00001472
 LX0799!UTM  18      -   1.00000451  x   0.99982866  =   0.99983317
 LX0799
 LX0799|---------------------------------------------------------------------|
 LX0799| PID    Reference Object                     Distance      Geod. Az  |
 LX0799|                                                           dddmmss.s |
 LX0799| CB4471 JUDY RM 2                             4.380 METERS 00436     |
 LX0799| LX3778 SAUGATUCK RR BRDGE S TRANSM TR      APPROX. 1.3 KM 0384923.6 |
 LX0799| LX3775 CEDAR                               APPROX. 2.1 KM 1140930.9 |
 LX0799| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 2.4 KM 1912512.6 |
 LX0799| CB4470 JUDY RM 1                             2.540 METERS 28226     |
 LX0799|---------------------------------------------------------------------|
 LX0799
 LX0799                          SUPERSEDED SURVEY CONTROL
 LX0799
 LX0799  NAD 83(1992)-  41 06 38.74673(N)    073 22 35.69664(W) AD(       ) 3
 LX0799  NAD 83(1986)-  41 06 38.74721(N)    073 22 35.69999(W) AD(       ) 3
 LX0799  NAD 27      -  41 06 38.40600(N)    073 22 37.27100(W) AD(       ) 3
 LX0799  NGVD 29 (??/??/92)    1.628  (m)            5.34   (f) ADJ UNCH    1 1
 LX0799
 LX0799.Superseded values are not recommended for survey control.
 LX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0799.See file dsdata.txt to determine how the superseded data were derived.
 LX0799
 LX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3630652323(NAD 83)
 LX0799_MARKER: B = BOLT
 LX0799_SETTING: 66 = SET IN ROCK OUTCROP
 LX0799_SP_SET: BEDROCK
 LX0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0799+STABILITY: POSITION/ELEVATION WELL
 LX0799
 LX0799  HISTORY     - Date     Condition        Report By
 LX0799  HISTORY     - 1932     MONUMENTED       CGS
 LX0799  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX0799  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX0799  HISTORY     - 1965     GOOD             NGS
 LX0799  HISTORY     - 1983     GOOD             NGS
 LX0799
 LX0799                          STATION DESCRIPTION
 LX0799
 LX0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX0799'ON THE W SHORE OF THE SAUGATUCK RIVER ABOUT 1/2 MILE S OF THE TOWN
 LX0799'OF SAUGATUCK.  THE STATION IS ON THE S SIDE OF JUDY COVE ON A
 LX0799'LARGE ROCK KNOWN AS JUDY ROCK.  ABOUT 10 METERS OFFSHORE AND 2 FEET
 LX0799'ABOVE HIGH WATER.  A FLIGHT OF STONE STEPS LEADS TO THE ROCK AND A
 LX0799'STONE SEA WALL IS W OF THE STATION.  THIS STATION IS ON THE
 LX0799'PROPERTY OF MR. W.P. ENO.
 LX0799'
 LX0799'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK
 LX0799'AS DESCRIBED IN NOTE 12A.
 LX0799'
 LX0799'THE STATION IS MARKED BY A 1/2-INCH IRON BOLT LEADED IN A DRILL
 LX0799'HOLE IN ROCK AND IS PROBABLY A SURVEY MARK OF ANOTHER BUREAU.  A
 LX0799'CROSS CUT IN THE TOP OF THE BOLT MARKS THE EXACT POINT.
 LX0799'
 LX0799'THE REFERENCE MARKS WERE STAMPED 1 AND 2 RESPECTIVELY.
 LX0799
 LX0799                          STATION RECOVERY (1959)
 LX0799
 LX0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX0799'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.  A TRIANGLE OF
 LX0799'RED PAINT WAS FOUND AROUND THE STATION.  REFERENCE MARKS ARE IN
 LX0799'EXCELLENT CONDITION AND DISTANCES AND DIRECTIONS CHECK FROM
 LX0799'STATION.
 LX0799'
 LX0799'FLIGHT OF STONE STEPS LEADING TO THE ROCK IS SOMEWHAT BATTERED
 LX0799'BY STORMS.  STONE SEA WALL IS W OF STATION WHICH IS NOW ON PROPERTY
 LX0799'OF MR. CHARLES BLOUNT, JR. WHO BOUGHT FROM MR. ENO.  THE ROCK IS
 LX0799'LOCALLY KNOWN AS JUDAH ROCK.
 LX0799
 LX0799                          STATION RECOVERY (1965)
 LX0799
 LX0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0799'THE STATION, REFERENCE MARK NO.1 AND 2 WERE RECOVERED AND ALL
 LX0799'FOUND IN GOOD CONDITION.
 LX0799'
 LX0799'THE STATION MAY BE REACHED BY GOING 1.5 MILES NORTHEAST ALONG STATE
 LX0799'HIGHWAY 136 FROM ITS INTERSECTION WITH EAST AVENUE AT EAST NORWALK,
 LX0799'THENCE 0.1 MILE SOUTHEAST CROSS-COUNTRY THRU PROPERTY OWNED BY
 LX0799'MR. BLUNT, ALONG THE WEST BANK OF THE SAUGATUCK RIVER, SET ON THE
 LX0799'TOP OF A LARGE EXPOSED MASS OF BEDROCK, (ROCK LOCALLY KNOWN AS
 LX0799'JUDY ROCK), 40.4 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A
 LX0799'SEAWALL, 120 FEET NORTHEAST OF THE SOUTHEAST END OF A WOODEN
 LX0799'PIER AND ABOUT 16 FEET NORTH OF THE HIGHEST PART OF ROCK.
 LX0799'MARKED BY A ONE INCH IRON BOLT WITH A CROSS.
 LX0799'
 LX0799'RM NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED 1 AND IS SET IN
 LX0799'SAME ROCK AS THE STATION, 8.4 FEET WEST-NORTHWEST OF THE STATION
 LX0799'AND 18-1/2 FEET NORTH OF THE HIGHEST PART OF THE ROCK.
 LX0799'
 LX0799'RM 2 IS A STANDARD REFERENCE MARK DISK STAMPED 2 SET IN SAME ROCK
 LX0799'AS THE STATION, 14.4 FEET NORTH OF THE STATION AND 29 FEET
 LX0799'SOUTHEAST OF THE SOUTHEAST SIDE OF A SEA WALL.
 LX0799
 LX0799                          STATION RECOVERY (1965)
 LX0799
 LX0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0799'1.6 MI NE FROM EAST NORWALK.
 LX0799'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 136 FROM ITS INTERSECTION
 LX0799'WITH EAST AVENUE AT EAST NORWALK, THENCE 0.1 MILE SOUTHEAST
 LX0799'CROSS-COUNTRY THRU PROPERTY OF MR. BLUNT TO WEST BANK OF
 LX0799'SAUGUTUCK RIVER, SET ON THE TOP OF A 128-FEET BY 31 FEET EXPOSED
 LX0799'PART OF BEDROCK, (THE ROCK IS KNOWN LOCALLY AS JUDY ROCK), 40.4
 LX0799'FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A SEA WALL, ABOUT 120
 LX0799'FEET NORTHEAST OF THE SOUTHEAST END OF A WOODEN PIER, 3 1/2 FEET
 LX0799'NORTHWEST OF THE SOUTHEAST EDGE OF ROCK, 16 FEET NORTH OF THE
 LX0799'HIGHEST PART OF ROCK.  NOTE-- THE NAME JUDY IS PAINTED YELLOW ON
 LX0799'ROCK AND A PAINTED YELLOW CIRCLE AROUND BOLT.  NOTE-- NO
 LX0799'DESCRIPTION AVAILABLE AT THIS OFFICE FOR THIS STATION.
 LX0799'DESIGNATED BY THIS PARTY AS STATION JUDY BECAUSE SUCH WAS
 LX0799'PAINTED ON ROCK.  THE TWO RMS ARE NOT STAMPED JUDY THEREFORE THE
 LX0799'ABOVE DESIGNATION OF THIS STATION IS GUESSWORK.
 LX0799
 LX0799                          STATION RECOVERY (1983)
 LX0799
 LX0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0798 ***********************************************************************
 LX0798  DESIGNATION -  JUDY RM 1
 LX0798  PID         -  LX0798
 LX0798  STATE/COUNTY-  CT/FAIRFIELD
 LX0798  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0798
 LX0798                         *CURRENT SURVEY CONTROL
 LX0798  ___________________________________________________________________
 LX0798* NAD 83(1986)-  41 06 38.     (N)    073 22 35.     (W)     SCALED    
 LX0798* NAVD 88     -         1.259  (meters)       4.13   (feet)  ADJUSTED  
 LX0798  ___________________________________________________________________
 LX0798  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX0798  DYNAMIC HT  -           1.258 (meters)       4.13  (feet)  COMP
 LX0798  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LX0798
 LX0798  VERT ORDER  -  FIRST     CLASS I
 LX0798
 LX0798.The horizontal coordinates were scaled from a topographic map and have
 LX0798.an estimated accuracy of +/- 6 seconds.
 LX0798
 LX0798.The orthometric height was determined by differential leveling
 LX0798.and adjusted by the National Geodetic Survey in June 1991..
 LX0798
 LX0798.The geoid height was determined by GEOID03.
 LX0798
 LX0798.The dynamic height is computed by dividing the NAVD 88
 LX0798.geopotential number by the normal gravity value computed on the
 LX0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0798.degrees latitude (g = 980.6199 gals.).
 LX0798
 LX0798.The modeled gravity was interpolated from observed gravity values.
 LX0798
 LX0798;                    North         East    Units  Estimated Accuracy
 LX0798;SPC CT       -   183,380.      252,190.      MT  (+/- 180 meters Scaled)
 LX0798
 LX0798                          SUPERSEDED SURVEY CONTROL
 LX0798
 LX0798  NGVD 29 (??/??/92)    1.594  (m)            5.23   (f) ADJ UNCH    1 1
 LX0798
 LX0798.Superseded values are not recommended for survey control.
 LX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0798.See file dsdata.txt to determine how the superseded data were derived.
 LX0798
 LX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL363523(NAD 83)
 LX0798_MARKER: DR = REFERENCE MARK DISK
 LX0798_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0798_SP_SET: SEAWALL
 LX0798_STAMPING: 1
 LX0798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0798
 LX0798  HISTORY     - Date     Condition        Report By
 LX0798  HISTORY     - UNK      MONUMENTED       CGS
 LX0798  HISTORY     - 1965     GOOD             NGS
 LX0798  HISTORY     - 1983     GOOD             NGS
 LX0798
 LX0798                          STATION DESCRIPTION
 LX0798
 LX0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0798'1.6 MI NE FROM EAST NORWALK.
 LX0798'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 136 FROM ITS INTERSECTION
 LX0798'WITH EAST AVENUE AT EAST NORWALK, ABOUT 0.1 MILE SOUTHEAST
 LX0798'CROSS-COUNTY THRU MR. BLUNT PROPERTY, ALONG THE WEST BANK OF THE
 LX0798'SAUGATUCK RIVER, ON LARGE ROCK KNOWN LOCALLY AS JUDY ROCK, 14.7
 LX0798'FEET NORTHWEST OF THE SOUTHEAST EDGE OF ROCK, 39.6 FEET SOUTHEAST
 LX0798'OF THE SOUTHEAST EDGE OF BOTTOM STEP LEADING THRU A SEA WALL,
 LX0798'ABOUT 120 FEET NORTHEAST OF THE SOUTHEAST END OF A WOODEN DOCK,
 LX0798'8.4 FEET WEST-NORTHWEST OF THE STATION AND 18 1/2 FEET NORTH OF
 LX0798'THE HIGHEST PART OF ROCK.
 LX0798
 LX0798                          STATION RECOVERY (1983)
 LX0798
 LX0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0800 ***********************************************************************
 LX0800  DESIGNATION -  JUDY RM 2
 LX0800  PID         -  LX0800
 LX0800  STATE/COUNTY-  CT/FAIRFIELD
 LX0800  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0800
 LX0800                         *CURRENT SURVEY CONTROL
 LX0800  ___________________________________________________________________
 LX0800* NAD 83(1986)-  41 06 38.     (N)    073 22 35.     (W)     SCALED    
 LX0800* NAVD 88     -         0.951  (meters)       3.12   (feet)  ADJUSTED  
 LX0800  ___________________________________________________________________
 LX0800  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX0800  DYNAMIC HT  -           0.951 (meters)       3.12  (feet)  COMP
 LX0800  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LX0800
 LX0800  VERT ORDER  -  FIRST     CLASS I
 LX0800
 LX0800.The horizontal coordinates were scaled from a topographic map and have
 LX0800.an estimated accuracy of +/- 6 seconds.
 LX0800
 LX0800.The orthometric height was determined by differential leveling
 LX0800.and adjusted by the National Geodetic Survey in June 1991..
 LX0800
 LX0800.The geoid height was determined by GEOID03.
 LX0800
 LX0800.The dynamic height is computed by dividing the NAVD 88
 LX0800.geopotential number by the normal gravity value computed on the
 LX0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0800.degrees latitude (g = 980.6199 gals.).
 LX0800
 LX0800.The modeled gravity was interpolated from observed gravity values.
 LX0800
 LX0800;                    North         East    Units  Estimated Accuracy
 LX0800;SPC CT       -   183,380.      252,190.      MT  (+/- 180 meters Scaled)
 LX0800
 LX0800                          SUPERSEDED SURVEY CONTROL
 LX0800
 LX0800  NGVD 29 (??/??/92)    1.286  (m)            4.22   (f) ADJ UNCH    1 1
 LX0800
 LX0800.Superseded values are not recommended for survey control.
 LX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0800.See file dsdata.txt to determine how the superseded data were derived.
 LX0800
 LX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL363523(NAD 83)
 LX0800_MARKER: DR = REFERENCE MARK DISK
 LX0800_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0800_SP_SET: UNSPECIFIED ROCK
 LX0800_STAMPING: 2
 LX0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0800
 LX0800  HISTORY     - Date     Condition        Report By
 LX0800  HISTORY     - UNK      MONUMENTED       CGS
 LX0800  HISTORY     - 1965     GOOD             NGS
 LX0800  HISTORY     - 1983     GOOD             NGS
 LX0800
 LX0800                          STATION DESCRIPTION
 LX0800
 LX0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0800'1.6 MI NE FROM EAST NORWALK.
 LX0800'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 136 FROM ITS
 LX0800'INTERSECTION WITH EAST AVENUE AT EAST NORWALK, THENCE ABOUT
 LX0800'0.1 MILE SOUTHEAST CROSS-COUNTRY THRU MR. BLUNT PROPERTY, ALONG
 LX0800'THE WEST BANK OF THE SAUGATUCK RIVER, ON LARGE ROCK LOCALLY
 LX0800'KNOWN AS JUDY, ABOUT 120 FEET NORTHEAST OF THE SOUTHEAST END
 LX0800'OF A WOODEN PIER, 15.7 FEET NORTHEAST OF RM NO. 1, 14.4 FEET
 LX0800'NORTH OF THE STATION, 10 FEET NORTHWEST OF THE SOUTHEAST EDGE
 LX0800'OF THE ROCK, 30 FEET NORTH OF THE HIGHEST PART OF THE ROCK,
 LX0800'29 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A SEA WALL.
 LX0800
 LX0800                          STATION RECOVERY (1983)
 LX0800
 LX0800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0612 ***********************************************************************
 LX0612  DESIGNATION -  K
 LX0612  PID         -  LX0612
 LX0612  STATE/COUNTY-  CT/LITCHFIELD
 LX0612  USGS QUAD   -  KENT (1971)
 LX0612
 LX0612                         *CURRENT SURVEY CONTROL
 LX0612  ___________________________________________________________________
 LX0612* NAD 83(1986)-  41 43 36.     (N)    073 28 52.     (W)     SCALED    
 LX0612* NAVD 88     -       113.397  (meters)     372.04   (feet)  POSTED    
 LX0612  ___________________________________________________________________
 LX0612  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX0612  DYNAMIC HT  -         113.360 (meters)     371.92  (feet)  COMP
 LX0612  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 LX0612
 LX0612  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0612
 LX0612.The horizontal coordinates were scaled from a topographic map and have
 LX0612.an estimated accuracy of +/- 6 seconds.
 LX0612
 LX0612.The orthometric height was determined by differential leveling
 LX0612.and adjusted by the National Geodetic Survey in 1992..
 LX0612.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0612.rate of 0.0 thru 1.0 mm/km.
 LX0612
 LX0612.The geoid height was determined by GEOID03.
 LX0612
 LX0612.The dynamic height is computed by dividing the NAVD 88
 LX0612.geopotential number by the normal gravity value computed on the
 LX0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0612.degrees latitude (g = 980.6199 gals.).
 LX0612
 LX0612.The modeled gravity was interpolated from observed gravity values.
 LX0612
 LX0612;                    North         East    Units  Estimated Accuracy
 LX0612;SPC CT       -   251,870.      243,970.      MT  (+/- 180 meters Scaled)
 LX0612
 LX0612                          SUPERSEDED SURVEY CONTROL
 LX0612
 LX0612.No superseded survey control is available for this station.
 LX0612
 LX0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM263205(NAD 83)
 LX0612_MARKER: DD = SURVEY DISK
 LX0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0612_SP_SET: PIER
 LX0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0612
 LX0612  HISTORY     - Date     Condition        Report By
 LX0612  HISTORY     - UNK      MONUMENTED       CU
 LX0612  HISTORY     - 1916     GOOD             NGS
 LX0612  HISTORY     - 1934     MARK NOT FOUND   LOCSUR
 LX0612
 LX0612                          STATION DESCRIPTION
 LX0612
 LX0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0612'0.2 MI W FROM KENT.
 LX0612'ABOUT 1/4 MILE WEST OF KENT, LITCHFIELD COUNTY, AT THE HIGHWAY
 LX0612'BRIDGE OVER HOUSATONIC RIVER, ON THE MIDSTREAM PIER, ON THE TOP
 LX0612'STONE ON THE NORTH END OF THE PIER.  A CAMP COLUMBIA STANDARD DISK.
 LX0612'NOTE-- A MODERN BRIDGE WITHOUT A MIDSTREAM PIER HAS REPLACED
 LX0612'THE BRIDGE OVER THE HOUSATONIC RIVER AT KENT.
 LX0612
 LX0612                          STATION RECOVERY (1934)
 LX0612
 LX0612'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1183 ***********************************************************************
 LX1183  DESIGNATION -  K 1
 LX1183  PID         -  LX1183
 LX1183  STATE/COUNTY-  CT/FAIRFIELD
 LX1183  USGS QUAD   -  STAMFORD (1984)
 LX1183
 LX1183                         *CURRENT SURVEY CONTROL
 LX1183  ___________________________________________________________________
 LX1183* NAD 83(1986)-  41 03 12.     (N)    073 32 22.     (W)     SCALED    
 LX1183* NAVD 88     -         5.492  (meters)      18.02   (feet)  ADJUSTED  
 LX1183  ___________________________________________________________________
 LX1183  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX1183  DYNAMIC HT  -           5.491 (meters)      18.02  (feet)  COMP
 LX1183  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 LX1183
 LX1183  VERT ORDER  -  FIRST     CLASS I
 LX1183
 LX1183.The horizontal coordinates were scaled from a topographic map and have
 LX1183.an estimated accuracy of +/- 6 seconds.
 LX1183
 LX1183.The orthometric height was determined by differential leveling
 LX1183.and adjusted by the National Geodetic Survey in June 1991..
 LX1183
 LX1183.The geoid height was determined by GEOID03.
 LX1183
 LX1183.The dynamic height is computed by dividing the NAVD 88
 LX1183.geopotential number by the normal gravity value computed on the
 LX1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1183.degrees latitude (g = 980.6199 gals.).
 LX1183
 LX1183.The modeled gravity was interpolated from observed gravity values.
 LX1183
 LX1183;                    North         East    Units  Estimated Accuracy
 LX1183;SPC CT       -   177,140.      238,430.      MT  (+/- 180 meters Scaled)
 LX1183
 LX1183                          SUPERSEDED SURVEY CONTROL
 LX1183
 LX1183  NGVD 29 (??/??/92)    5.828  (m)           19.12   (f) ADJ UNCH    1 1
 LX1183
 LX1183.Superseded values are not recommended for survey control.
 LX1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1183.See file dsdata.txt to determine how the superseded data were derived.
 LX1183
 LX1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL227457(NAD 83)
 LX1183_MARKER: DB = BENCH MARK DISK
 LX1183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1183_SP_SET: BUILDING
 LX1183_STAMPING: K 1 ELEV 19.121 FT 1922
 LX1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1183
 LX1183  HISTORY     - Date     Condition        Report By
 LX1183  HISTORY     - 1922     MONUMENTED       CGS
 LX1183  HISTORY     - 1965     GOOD             NGS
 LX1183  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX1183  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX1183
 LX1183                          STATION DESCRIPTION
 LX1183
 LX1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1183'AT STAMFORD.
 LX1183'AT STAMFORD, NEAR THE TOWN HALL, ALONG THE SOUTH SIDE OF MAIN
 LX1183'STREET, BETWEEN BANK AND ATLANTIC STREET, SET VERTICALLY IN
 LX1183'THE EAST FACE OF AN UNOCCUPIED BUILDING AT 303 MAIN STREET
 LX1183'(FORMERLY OCCUPIED BY THE BOARD OF TAXATION), 15.8 FEET NORTHWEST
 LX1183'OF THE NORTHWEST CORNER OF THE TOWN HALL, 0.8 FOOT SOUTH OF THE
 LX1183'NORTHEAST CORNER OF THE BUILDING, 12 FEET SOUTH OF THE SOUTH CURB
 LX1183'OF MAIN STREET AND 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX1183
 LX1183                          STATION RECOVERY (1985)
 LX1183
 LX1183'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1183'MARK NOT FOUND.
 LX1183
 LX1183                          STATION RECOVERY (1987)
 LX1183
 LX1183'RECOVERY NOTE BY US POWER SQUADRON 1987 (SFM)
 LX1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1067 ***********************************************************************
 LW1067  DESIGNATION -  K 10
 LW1067  PID         -  LW1067
 LW1067  STATE/COUNTY-  CT/WINDHAM
 LW1067  USGS QUAD   -  PUTNAM (1970)
 LW1067
 LW1067                         *CURRENT SURVEY CONTROL
 LW1067  ___________________________________________________________________
 LW1067* NAD 83(1986)-  41 56 31.     (N)    071 53 40.     (W)     SCALED    
 LW1067* NAVD 88     -        94.308  (meters)     309.41   (feet)  ADJUSTED  
 LW1067  ___________________________________________________________________
 LW1067  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW1067  DYNAMIC HT  -          94.277 (meters)     309.31  (feet)  COMP
 LW1067  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LW1067
 LW1067  VERT ORDER  -  FIRST     CLASS II
 LW1067
 LW1067.The horizontal coordinates were scaled from a topographic map and have
 LW1067.an estimated accuracy of +/- 6 seconds.
 LW1067
 LW1067.The orthometric height was determined by differential leveling
 LW1067.and adjusted by the National Geodetic Survey in June 1991..
 LW1067
 LW1067.The geoid height was determined by GEOID03.
 LW1067
 LW1067.The dynamic height is computed by dividing the NAVD 88
 LW1067.geopotential number by the normal gravity value computed on the
 LW1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1067.degrees latitude (g = 980.6199 gals.).
 LW1067
 LW1067.The modeled gravity was interpolated from observed gravity values.
 LW1067
 LW1067;                    North         East    Units  Estimated Accuracy
 LW1067;SPC CT       -   275,880.      375,750.      MT  (+/- 180 meters Scaled)
 LW1067
 LW1067                          SUPERSEDED SURVEY CONTROL
 LW1067
 LW1067  NGVD 29 (??/??/92)   94.528  (m)          310.13   (f) ADJ UNCH    1 2
 LW1067
 LW1067.Superseded values are not recommended for survey control.
 LW1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1067.See file dsdata.txt to determine how the superseded data were derived.
 LW1067
 LW1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG600473(NAD 83)
 LW1067_MARKER: DB = BENCH MARK DISK
 LW1067_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW1067+WITH SETTING: PAVEMENT
 LW1067_SP_SET: STEPS
 LW1067_STAMPING: K 10 1935
 LW1067_MARK LOGO: CGS   
 LW1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1067+STABILITY: SURFACE MOTION
 LW1067
 LW1067  HISTORY     - Date     Condition        Report By
 LW1067  HISTORY     - 1935     MONUMENTED       CGS
 LW1067  HISTORY     - 1936     GOOD             NGS
 LW1067  HISTORY     - 1986     GOOD             NGS
 LW1067  HISTORY     - 1988     GOOD             USPSQD
 LW1067
 LW1067                          STATION DESCRIPTION
 LW1067
 LW1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1067'AT MECHANICSVILLE.
 LW1067'AT MECHANICSVILLE, WINDHAM COUNTY, ON THE NEW YORK, NEW HAVEN
 LW1067'AND HARTFORD RAILROAD, 90 FEET SOUTH OF MILEPOST W 24-G 47, AT
 LW1067'THE KINNEY GENERAL STORE AND POST OFFICE, IN THE TOP OF THE EAST
 LW1067'SIDE OF THE SECOND STEP, 90 FEET NORTH OF THE CENTER OF THE
 LW1067'CROSSING OF A MACADAM ROAD, 12 FEET EAST OF THE CENTERLINE OF THE
 LW1067'TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 LW1067
 LW1067                          STATION RECOVERY (1936)
 LW1067
 LW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1067'RECOVERED IN GOOD CONDITION.
 LW1067
 LW1067                          STATION RECOVERY (1986)
 LW1067
 LW1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1067'RECOVERED IN GOOD CONDITION.
 LW1067
 LW1067                          STATION RECOVERY (1988)
 LW1067
 LW1067'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0754 ***********************************************************************
 LX0754  DESIGNATION -  K 11
 LX0754  PID         -  LX0754
 LX0754  STATE/COUNTY-  CT/NEW HAVEN
 LX0754  USGS QUAD   -  WATERBURY (1984)
 LX0754
 LX0754                         *CURRENT SURVEY CONTROL
 LX0754  ___________________________________________________________________
 LX0754* NAD 83(1986)-  41 33 22.     (N)    073 02 53.     (W)     SCALED    
 LX0754* NAVD 88     -        86.537  (meters)     283.91   (feet)  ADJUSTED  
 LX0754  ___________________________________________________________________
 LX0754  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX0754  DYNAMIC HT  -          86.510 (meters)     283.82  (feet)  COMP
 LX0754  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 LX0754
 LX0754  VERT ORDER  -  FIRST     CLASS II
 LX0754
 LX0754.The horizontal coordinates were scaled from a topographic map and have
 LX0754.an estimated accuracy of +/- 6 seconds.
 LX0754
 LX0754.The orthometric height was determined by differential leveling
 LX0754.and adjusted by the National Geodetic Survey in June 1991..
 LX0754
 LX0754.The geoid height was determined by GEOID03.
 LX0754
 LX0754.The dynamic height is computed by dividing the NAVD 88
 LX0754.geopotential number by the normal gravity value computed on the
 LX0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0754.degrees latitude (g = 980.6199 gals.).
 LX0754
 LX0754.The modeled gravity was interpolated from observed gravity values.
 LX0754
 LX0754;                    North         East    Units  Estimated Accuracy
 LX0754;SPC CT       -   232,710.      279,940.      MT  (+/- 180 meters Scaled)
 LX0754
 LX0754                          SUPERSEDED SURVEY CONTROL
 LX0754
 LX0754  NGVD 29 (??/??/92)   86.823  (m)          284.85   (f) ADJ UNCH    1 2
 LX0754
 LX0754.Superseded values are not recommended for survey control.
 LX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0754.See file dsdata.txt to determine how the superseded data were derived.
 LX0754
 LX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM627023(NAD 83)
 LX0754_MARKER: DB = BENCH MARK DISK
 LX0754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0754_SP_SET: ABUTMENT
 LX0754_STAMPING: K 11 1935
 LX0754_MARK LOGO: CGS   
 LX0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0754
 LX0754  HISTORY     - Date     Condition        Report By
 LX0754  HISTORY     - 1935     MONUMENTED       CGS
 LX0754  HISTORY     - 1941     GOOD             CT0810
 LX0754  HISTORY     - 1985     GOOD             NGS
 LX0754  HISTORY     - 19910428 GOOD             USPSQD
 LX0754
 LX0754                          STATION DESCRIPTION
 LX0754
 LX0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0754'AT WATERBURY.
 LX0754'AT WATERBURY, NEW HAVEN COUNTY, 30 FEET NORTH OF THE NEW YORK,
 LX0754'NEW HAVEN AND HARTFORD RAILROAD STATION, AT THE FREIGHT STREET
 LX0754'BRIDGE, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 6
 LX0754'FEET WEST OF THE WEST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 LX0754'TRACK.  A STANDARD DISK, STAMPED K 11 1935.
 LX0754
 LX0754                          STATION RECOVERY (1941)
 LX0754
 LX0754'RECOVERY NOTE BY CITY OF WATERBURY CONNECTICUT 1941
 LX0754'RECOVERED IN GOOD CONDITION.
 LX0754
 LX0754                          STATION RECOVERY (1985)
 LX0754
 LX0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0754'RECOVERED IN GOOD CONDITION.
 LX0754
 LX0754                          STATION RECOVERY (1991)
 LX0754
 LX0754'RECOVERY NOTE BY US POWER SQUADRON 1991 (JBB)
 LX0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0923 ***********************************************************************
 LX0923  DESIGNATION -  K 13
 LX0923  PID         -  LX0923
 LX0923  STATE/COUNTY-  CT/NEW HAVEN
 LX0923  USGS QUAD   -  ANSONIA (1984)
 LX0923
 LX0923                         *CURRENT SURVEY CONTROL
 LX0923  ___________________________________________________________________
 LX0923* NAD 83(1986)-  41 18 47.     (N)    073 04 42.     (W)     SCALED    
 LX0923* NAVD 88     -         5.854  (meters)      19.21   (feet)  POSTED    
 LX0923  ___________________________________________________________________
 LX0923  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX0923  DYNAMIC HT  -           5.850 (meters)      19.19  (feet)  COMP
 LX0923  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 LX0923
 LX0923  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0923
 LX0923.The horizontal coordinates were scaled from a topographic map and have
 LX0923.an estimated accuracy of +/- 6 seconds.
 LX0923
 LX0923.The orthometric height was determined by differential leveling
 LX0923.and adjusted by the National Geodetic Survey in 1992..
 LX0923.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0923.rate of 0.0 thru 1.0 mm/km.
 LX0923
 LX0923.The geoid height was determined by GEOID03.
 LX0923
 LX0923.The dynamic height is computed by dividing the NAVD 88
 LX0923.geopotential number by the normal gravity value computed on the
 LX0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0923.degrees latitude (g = 980.6199 gals.).
 LX0923
 LX0923.The modeled gravity was interpolated from observed gravity values.
 LX0923
 LX0923;                    North         East    Units  Estimated Accuracy
 LX0923;SPC CT       -   205,730.      277,310.      MT  (+/- 180 meters Scaled)
 LX0923
 LX0923                          SUPERSEDED SURVEY CONTROL
 LX0923
 LX0923  NGVD 29 (??/??/92)    6.162  (m)           20.22   (f) ADJ UNCH    2 0
 LX0923
 LX0923.Superseded values are not recommended for survey control.
 LX0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0923.See file dsdata.txt to determine how the superseded data were derived.
 LX0923
 LX0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL608752(NAD 83)
 LX0923_MARKER: DB = BENCH MARK DISK
 LX0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0923_SP_SET: BRIDGE
 LX0923_STAMPING: K 13 1935
 LX0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0923
 LX0923  HISTORY     - Date     Condition        Report By
 LX0923  HISTORY     - 1935     MONUMENTED       CGS
 LX0923  HISTORY     - 1941     GOOD             NGS
 LX0923  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0923  HISTORY     - 1988     GOOD             USPSQD
 LX0923  HISTORY     - 19910304 MARK NOT FOUND   USPSQD
 LX0923
 LX0923                          STATION DESCRIPTION
 LX0923
 LX0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0923'AT DERBY.
 LX0923'AT DERBY, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0923'HARTFORD RAILROAD, 1,200 FEET SOUTH OF A BRIDGE OVER NAUGATUCK
 LX0923'RIVER, IN THE TOP OF A PARAPET OF A 200-FOOT RETAINING WALL, 42
 LX0923'FEET NORTH OF THE SOUTH END, 70 FEET SOUTH OF A SEMAPHORE TOWER,
 LX0923'10 FEET EAST OF THE EAST RAIL, AND ABOUT 6 INCHES LOWER THAN
 LX0923'THE TRACK.  A STANDARD DISK, STAMPED K 13 1935.
 LX0923
 LX0923                          STATION RECOVERY (1941)
 LX0923
 LX0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LX0923'RECOVERED IN GOOD CONDITION.
 LX0923
 LX0923                          STATION RECOVERY (1985)
 LX0923
 LX0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0923'NOT RECOVERED, THE DISK HAS BEEN PRIED OUT OF THE DRILL HOLE.
 LX0923
 LX0923                          STATION RECOVERY (1988)
 LX0923
 LX0923'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0923'RECOVERED IN GOOD CONDITION.
 LX0923
 LX0923                          STATION RECOVERY (1991)
 LX0923
 LX0923'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0483 ***********************************************************************
 LX0483  DESIGNATION -  K 16
 LX0483  PID         -  LX0483
 LX0483  STATE/COUNTY-  CT/MIDDLESEX
 LX0483  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0483
 LX0483                         *CURRENT SURVEY CONTROL
 LX0483  ___________________________________________________________________
 LX0483* NAD 83(1986)-  41 30 01.     (N)    072 33 00.     (W)     SCALED    
 LX0483* NAVD 88     -         7.651  (meters)      25.10   (feet)  ADJUSTED  
 LX0483  ___________________________________________________________________
 LX0483  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0483  DYNAMIC HT  -           7.649 (meters)      25.10  (feet)  COMP
 LX0483  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 LX0483
 LX0483  VERT ORDER  -  SECOND    CLASS 0
 LX0483
 LX0483.The horizontal coordinates were scaled from a topographic map and have
 LX0483.an estimated accuracy of +/- 6 seconds.
 LX0483
 LX0483.The orthometric height was determined by differential leveling
 LX0483.and adjusted by the National Geodetic Survey in June 1991..
 LX0483
 LX0483.The geoid height was determined by GEOID03.
 LX0483
 LX0483.The dynamic height is computed by dividing the NAVD 88
 LX0483.geopotential number by the normal gravity value computed on the
 LX0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0483.degrees latitude (g = 980.6199 gals.).
 LX0483
 LX0483.The modeled gravity was interpolated from observed gravity values.
 LX0483
 LX0483;                    North         East    Units  Estimated Accuracy
 LX0483;SPC CT       -   226,490.      321,500.      MT  (+/- 180 meters Scaled)
 LX0483
 LX0483                          SUPERSEDED SURVEY CONTROL
 LX0483
 LX0483  NGVD 29 (??/??/92)    7.957  (m)           26.11   (f) ADJ UNCH    2 0
 LX0483
 LX0483.Superseded values are not recommended for survey control.
 LX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0483.See file dsdata.txt to determine how the superseded data were derived.
 LX0483
 LX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL044971(NAD 83)
 LX0483_MARKER: DB = BENCH MARK DISK
 LX0483_SETTING: 66 = SET IN ROCK OUTCROP
 LX0483_SP_SET: ROCK LEDGE
 LX0483_STAMPING: K 16 1935
 LX0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0483+STABILITY: POSITION/ELEVATION WELL
 LX0483
 LX0483  HISTORY     - Date     Condition        Report By
 LX0483  HISTORY     - 1935     MONUMENTED       CGS
 LX0483  HISTORY     - 1952     GOOD             USGS
 LX0483  HISTORY     - 1972     GOOD             CTGS
 LX0483  HISTORY     - 19980309 GOOD             USPSQD
 LX0483
 LX0483                          STATION DESCRIPTION
 LX0483
 LX0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0483'AT HIGGANUM.
 LX0483'AT HIGGANUM, MIDDLESEX COUNTY, 300 FEET SOUTH OF THE NEW YORK,
 LX0483'NEW HAVEN AND HARTFORD RAILROAD STATION, 25 FEET NORTH OF
 LX0483'OVERHEAD TIMBER BRIDGE 21.21, IN THE TOP OF A LEDGE, 7 FEET EAST
 LX0483'OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE
 LX0483'TRACK.
 LX0483
 LX0483                          STATION RECOVERY (1952)
 LX0483
 LX0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LX0483'RECOVERED IN GOOD CONDITION.
 LX0483
 LX0483                          STATION RECOVERY (1972)
 LX0483
 LX0483'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0483'RECOVERED IN GOOD CONDITION.
 LX0483
 LX0483                          STATION RECOVERY (1998)
 LX0483
 LX0483'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0705 ***********************************************************************
 LX0705  DESIGNATION -  K 17
 LX0705  PID         -  LX0705
 LX0705  STATE/COUNTY-  CT/LITCHFIELD
 LX0705  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0705
 LX0705                         *CURRENT SURVEY CONTROL
 LX0705  ___________________________________________________________________
 LX0705* NAD 83(1986)-  41 54 10.     (N)    073 21 32.     (W)     SCALED    
 LX0705* NAVD 88     -       161.474  (meters)     529.77   (feet)  ADJUSTED  
 LX0705  ___________________________________________________________________
 LX0705  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0705  DYNAMIC HT  -         161.417 (meters)     529.58  (feet)  COMP
 LX0705  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 LX0705
 LX0705  VERT ORDER  -  SECOND    CLASS 0
 LX0705
 LX0705.The horizontal coordinates were scaled from a topographic map and have
 LX0705.an estimated accuracy of +/- 6 seconds.
 LX0705
 LX0705.The orthometric height was determined by differential leveling
 LX0705.and adjusted by the National Geodetic Survey in June 1991..
 LX0705
 LX0705.The geoid height was determined by GEOID03.
 LX0705
 LX0705.The dynamic height is computed by dividing the NAVD 88
 LX0705.geopotential number by the normal gravity value computed on the
 LX0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0705.degrees latitude (g = 980.6199 gals.).
 LX0705
 LX0705.The modeled gravity was interpolated from observed gravity values.
 LX0705
 LX0705;                    North         East    Units  Estimated Accuracy
 LX0705;SPC CT       -   271,350.      254,280.      MT  (+/- 180 meters Scaled)
 LX0705
 LX0705                          SUPERSEDED SURVEY CONTROL
 LX0705
 LX0705  NGVD 29 (??/??/92)  161.698  (m)          530.50   (f) ADJ UNCH    2 0
 LX0705
 LX0705.Superseded values are not recommended for survey control.
 LX0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0705.See file dsdata.txt to determine how the superseded data were derived.
 LX0705
 LX0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM361402(NAD 83)
 LX0705_MARKER: DB = BENCH MARK DISK
 LX0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0705_STAMPING: K 17 1935
 LX0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0705+STABILITY: SURFACE MOTION
 LX0705
 LX0705  HISTORY     - Date     Condition        Report By
 LX0705  HISTORY     - 1935     MONUMENTED       CGS
 LX0705  HISTORY     - 1956     MARK NOT FOUND   NGS
 LX0705  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0705
 LX0705                          STATION DESCRIPTION
 LX0705
 LX0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LX0705'2.4 MI N FROM WEST CORNWALL.
 LX0705'2.4 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0705'RAILROAD FROM THE STATION AT WEST CORNWALL, LITCHFIELD COUNTY,
 LX0705'90 FEET NORTH OF ROAD CROSSING 72.33, 35 FEET SOUTH OF A
 LX0705'12-INCH PIPE CULVERT, 33 FEET WEST OF TELEPHONE POLE 2118, 45
 LX0705'FEET WEST OF WEST RAIL, 20 FEET WEST OF THE CENTERLINE OF A
 LX0705'ROAD, 12 FEET NORTHEAST OF AN 18-INCH ELM TREE ON THE BANK
 LX0705'OF HOUSATONIC RIVER, AND 5 FEET LOWER THAN THE RAIL.  A
 LX0705'STANDARD DISK, STAMPED K 17 1935 AND SET IN THE TOP OF A
 LX0705'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- ELM
 LX0705'TREE NO LONGER EXISTS.  THIS MARK IN THE BANK OF THE
 LX0705'HOUSATONIC RIVER WAS FLOODED 8/55 AND COULD BE COVERED BY MUCH
 LX0705'SAND OR WASHED OUT COMPLETELY.
 LX0705
 LX0705                          STATION RECOVERY (1984)
 LX0705
 LX0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0705'NOT RECOVERED, INACCESSIBLE TO THE NEW LINE ROUTE, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0942 ***********************************************************************
 LX0942  DESIGNATION -  K 18
 LX0942  PID         -  LX0942
 LX0942  STATE/COUNTY-  CT/FAIRFIELD
 LX0942  USGS QUAD   -  BETHEL (1984)
 LX0942
 LX0942                         *CURRENT SURVEY CONTROL
 LX0942  ___________________________________________________________________
 LX0942* NAD 83(1986)-  41 16 02.     (N)    073 26 28.     (W)     SCALED    
 LX0942* NAVD 88     -       105.256  (meters)     345.33   (feet)  ADJUSTED  
 LX0942  ___________________________________________________________________
 LX0942  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0942  DYNAMIC HT  -         105.220 (meters)     345.21  (feet)  COMP
 LX0942  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LX0942
 LX0942  VERT ORDER  -  FIRST     CLASS II
 LX0942
 LX0942.The horizontal coordinates were scaled from a topographic map and have
 LX0942.an estimated accuracy of +/- 6 seconds.
 LX0942
 LX0942.The orthometric height was determined by differential leveling
 LX0942.and adjusted by the National Geodetic Survey in June 1991..
 LX0942
 LX0942.The geoid height was determined by GEOID03.
 LX0942
 LX0942.The dynamic height is computed by dividing the NAVD 88
 LX0942.geopotential number by the normal gravity value computed on the
 LX0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0942.degrees latitude (g = 980.6199 gals.).
 LX0942
 LX0942.The modeled gravity was interpolated from observed gravity values.
 LX0942
 LX0942;                    North         East    Units  Estimated Accuracy
 LX0942;SPC CT       -   200,820.      246,890.      MT  (+/- 180 meters Scaled)
 LX0942
 LX0942                          SUPERSEDED SURVEY CONTROL
 LX0942
 LX0942  NGVD 29 (??/??/92)  105.561  (m)          346.33   (f) ADJ UNCH    1 2
 LX0942
 LX0942.Superseded values are not recommended for survey control.
 LX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0942.See file dsdata.txt to determine how the superseded data were derived.
 LX0942
 LX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL305695(NAD 83)
 LX0942_MARKER: DB = BENCH MARK DISK
 LX0942_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0942_STAMPING: K 18 1937
 LX0942_MARK LOGO: CGS   
 LX0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0942+STABILITY: SURFACE MOTION
 LX0942
 LX0942  HISTORY     - Date     Condition        Report By
 LX0942  HISTORY     - 1937     MONUMENTED       CTGS
 LX0942  HISTORY     - 1959     GOOD             NGS
 LX0942  HISTORY     - 1983     GOOD             NGS
 LX0942  HISTORY     - 1984     GOOD             NGS
 LX0942  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0942
 LX0942                          STATION DESCRIPTION
 LX0942
 LX0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0942'AT BRANCHVILLE.
 LX0942'AT BRANCHVILLE, FAIRFIELD COUNTY, 290 FEET NORTHWEST OF THE NORTHWEST
 LX0942'CORNER OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION,
 LX0942'OPPOSITE THE JUNCTION OF U.S. HIGHWAY 7 AND STATE HIGHWAY 102,
 LX0942'60 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 7, 76.6 FEET
 LX0942'WEST OF THE WEST RAIL OF THE DANBURY BRANCH OF THE RAILROAD, 18.2
 LX0942'FEET EAST OF THE EAST RAIL OF THE RIDGEFIELD BRANCH OF THE
 LX0942'RAILROAD AT A 60-FOOT STEELGIRDER BRIDGE, IN THE TOP OF THE
 LX0942'NORTHEAST WINGWALL, 1.1 FEET WEST OF THE EAST END OF THE WINGWALL,
 LX0942'AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A U.S.C. AND GS
 LX0942'STANDARD DISK, STAMPED K 18 1937.
 LX0942
 LX0942                          STATION RECOVERY (1983)
 LX0942
 LX0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0942'RECOVERED IN GOOD CONDITION.
 LX0942
 LX0942                          STATION RECOVERY (1984)
 LX0942
 LX0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0942'RECOVERED IN GOOD CONDITION, THE 1959 RECOVERY IS ADEQUATE WITH THE
 LX0942'FOLLOWING CORRECTIONS, DELETE--19.2 FEET EAST OF THE EAST RAIL OF THE
 LX0942'RIDGEFIELD BRANCH OF THE RAILROAD AT A 60-FOOT STEEL GIRDER BRIDGE,
 LX0942'THE BRIDGE HAS BEEN REMOVED.
 LX0942
 LX0942                          STATION RECOVERY (1985)
 LX0942
 LX0942'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0836 ***********************************************************************
 LX0836  DESIGNATION -  K 2
 LX0836  PID         -  LX0836
 LX0836  STATE/COUNTY-  CT/FAIRFIELD
 LX0836  USGS QUAD   -  BRIDGEPORT (1984)
 LX0836
 LX0836                         *CURRENT SURVEY CONTROL
 LX0836  ___________________________________________________________________
 LX0836* NAD 83(1986)-  41 10 04.     (N)    073 13 00.     (W)     SCALED    
 LX0836* NAVD 88     -         4.726  (meters)      15.51   (feet)  ADJUSTED  
 LX0836  ___________________________________________________________________
 LX0836  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0836  DYNAMIC HT  -           4.725 (meters)      15.50  (feet)  COMP
 LX0836  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LX0836
 LX0836  VERT ORDER  -  FIRST     CLASS I
 LX0836
 LX0836.The horizontal coordinates were scaled from a topographic map and have
 LX0836.an estimated accuracy of +/- 6 seconds.
 LX0836
 LX0836.The orthometric height was determined by differential leveling
 LX0836.and adjusted by the National Geodetic Survey in June 1991..
 LX0836
 LX0836.The geoid height was determined by GEOID03.
 LX0836
 LX0836.The dynamic height is computed by dividing the NAVD 88
 LX0836.geopotential number by the normal gravity value computed on the
 LX0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0836.degrees latitude (g = 980.6199 gals.).
 LX0836
 LX0836.The modeled gravity was interpolated from observed gravity values.
 LX0836
 LX0836;                    North         East    Units  Estimated Accuracy
 LX0836;SPC CT       -   189,650.      265,640.      MT  (+/- 180 meters Scaled)
 LX0836
 LX0836                          SUPERSEDED SURVEY CONTROL
 LX0836
 LX0836  NGVD 29 (??/??/92)    5.061  (m)           16.60   (f) ADJ UNCH    1 1
 LX0836
 LX0836.Superseded values are not recommended for survey control.
 LX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0836.See file dsdata.txt to determine how the superseded data were derived.
 LX0836
 LX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL496589(NAD 83)
 LX0836_MARKER: DB = BENCH MARK DISK
 LX0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0836_STAMPING: ELEV 16.605 FT K 2 1922
 LX0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0836+STABILITY: SURFACE MOTION
 LX0836
 LX0836  HISTORY     - Date     Condition        Report By
 LX0836  HISTORY     - 1922     MONUMENTED       CGS
 LX0836  HISTORY     - 1965     GOOD             NGS
 LX0836
 LX0836                          STATION DESCRIPTION
 LX0836
 LX0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0836'AT BRIDGEPORT.
 LX0836'AT BRIDGEPORT, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0836'RAILROAD, AT THE OVERPASS OVER FAIRFIELD AVENUE, 56 FEET
 LX0836'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE FOR
 LX0836'ELECTRIC TOWER NO. 737, 33.9 FEET NORTH OF THE NORTH RAIL OF
 LX0836'THE NORTH ONE OF 4 TRACKS, 28.5 FEET NORTHWEST OF THE NORTHWEST
 LX0836'FACE OF THE WEST ABUTMENT OF THE OVERPASS, 7.4 FEET SOUTH OF
 LX0836'THE SOUTH EDGE OF A BLACK TOPPED PARKING AREA FOR JUNIOR
 LX0836'DRIVE-IN, 6 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 LX0836'TOP OF A CONCRETE POST 1/2 FOOT BELOW THE LEVEL OF THE
 LX0836'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1144 ***********************************************************************
 LX1144  DESIGNATION -  K 28
 LX1144  PID         -  LX1144
 LX1144  STATE/COUNTY-  CT/FAIRFIELD
 LX1144  USGS QUAD   -  GLENVILLE (1971)
 LX1144
 LX1144                         *CURRENT SURVEY CONTROL
 LX1144  ___________________________________________________________________
 LX1144* NAD 83(1986)-  41 00 24.     (N)    073 39 00.     (W)     SCALED    
 LX1144* NAVD 88     -        15.475  (meters)      50.77   (feet)  POSTED    
 LX1144  ___________________________________________________________________
 LX1144  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX1144  DYNAMIC HT  -          15.470 (meters)      50.75  (feet)  COMP
 LX1144  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 LX1144
 LX1144  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX1144
 LX1144.The horizontal coordinates were scaled from a topographic map and have
 LX1144.an estimated accuracy of +/- 6 seconds.
 LX1144
 LX1144.The orthometric height was determined by differential leveling
 LX1144.and adjusted by the National Geodetic Survey in 1992..
 LX1144.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX1144.rate of 0.0 thru 1.0 mm/km.
 LX1144
 LX1144.The geoid height was determined by GEOID03.
 LX1144
 LX1144.The dynamic height is computed by dividing the NAVD 88
 LX1144.geopotential number by the normal gravity value computed on the
 LX1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1144.degrees latitude (g = 980.6199 gals.).
 LX1144
 LX1144.The modeled gravity was interpolated from observed gravity values.
 LX1144
 LX1144;                    North         East    Units  Estimated Accuracy
 LX1144;SPC CT       -   172,040.      229,090.      MT  (+/- 180 meters Scaled)
 LX1144
 LX1144                          SUPERSEDED SURVEY CONTROL
 LX1144
 LX1144.No superseded survey control is available for this station.
 LX1144
 LX1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL135403(NAD 83)
 LX1144_MARKER: DB = BENCH MARK DISK
 LX1144_SETTING: 66 = SET IN ROCK OUTCROP
 LX1144_SP_SET: ROCK LEDGE
 LX1144_STAMPING: K 28 1922
 LX1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1144+STABILITY: POSITION/ELEVATION WELL
 LX1144
 LX1144  HISTORY     - Date     Condition        Report By
 LX1144  HISTORY     - 1922     MONUMENTED       CGS
 LX1144  HISTORY     - 1965     GOOD             NGS
 LX1144  HISTORY     - 1983     GOOD             NGS
 LX1144
 LX1144                          STATION DESCRIPTION
 LX1144
 LX1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1144'1.8 MI W FROM GREENWICH.
 LX1144'1.8 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1144'RAILROAD FROM THE STATION AT GREENWICH, ABOUT 650 FEET EAST OF
 LX1144'THE CENTER OF THE BYRAM ROAD OVERPASS OVER THE TRACK, SET ON
 LX1144'THE TOP OF A ROCK LEDGE AT THE BASE OF A LARGE ROCK CUT, ABOUT
 LX1144'IN THE CENTER OF THE CUT, 82 FEET WEST OF ELECTRIC TOWER NO. 251,
 LX1144'10 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT
 LX1144'3 FEET ABOVE THE LEVEL OF THE TRACK.
 LX1144
 LX1144                          STATION RECOVERY (1983)
 LX1144
 LX1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0362 ***********************************************************************
 LX0362  DESIGNATION -  K 3
 LX0362  PID         -  LX0362
 LX0362  STATE/COUNTY-  CT/NEW HAVEN
 LX0362  USGS QUAD   -  WOODMONT (1976)
 LX0362
 LX0362                         *CURRENT SURVEY CONTROL
 LX0362  ___________________________________________________________________
 LX0362* NAD 83(1986)-  41 14 57.     (N)    072 59 42.     (W)     SCALED    
 LX0362* NAVD 88     -        17.733  (meters)      58.18   (feet)  ADJUSTED  
 LX0362  ___________________________________________________________________
 LX0362  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0362  DYNAMIC HT  -          17.727 (meters)      58.16  (feet)  COMP
 LX0362  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 LX0362
 LX0362  VERT ORDER  -  FIRST     CLASS I
 LX0362
 LX0362.The horizontal coordinates were scaled from a topographic map and have
 LX0362.an estimated accuracy of +/- 6 seconds.
 LX0362
 LX0362.The orthometric height was determined by differential leveling
 LX0362.and adjusted by the National Geodetic Survey in June 1991..
 LX0362
 LX0362.The geoid height was determined by GEOID03.
 LX0362
 LX0362.The dynamic height is computed by dividing the NAVD 88
 LX0362.geopotential number by the normal gravity value computed on the
 LX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0362.degrees latitude (g = 980.6199 gals.).
 LX0362
 LX0362.The modeled gravity was interpolated from observed gravity values.
 LX0362
 LX0362;                    North         East    Units  Estimated Accuracy
 LX0362;SPC CT       -   198,610.      284,270.      MT  (+/- 180 meters Scaled)
 LX0362
 LX0362                          SUPERSEDED SURVEY CONTROL
 LX0362
 LX0362  NGVD 29 (??/??/92)   18.059  (m)           59.25   (f) ADJ UNCH    1 1
 LX0362
 LX0362.Superseded values are not recommended for survey control.
 LX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0362.See file dsdata.txt to determine how the superseded data were derived.
 LX0362
 LX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL679683(NAD 83)
 LX0362_MARKER: DB = BENCH MARK DISK
 LX0362_SETTING: 66 = SET IN ROCK OUTCROP
 LX0362_SP_SET: ROCK LEDGE
 LX0362_STAMPING: ELEV 59.249 FT K 3 1922
 LX0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0362+STABILITY: POSITION/ELEVATION WELL
 LX0362
 LX0362  HISTORY     - Date     Condition        Report By
 LX0362  HISTORY     - 1922     MONUMENTED       CGS
 LX0362  HISTORY     - 1965     GOOD             NGS
 LX0362  HISTORY     - 1985     GOOD             USPSQD
 LX0362  HISTORY     - 1988     GOOD             USPSQD
 LX0362
 LX0362                          STATION DESCRIPTION
 LX0362
 LX0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0362'3.5 MI E FROM MILFORD.
 LX0362'3.5 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0362'FROM THE STATION AT MILFORD, ABOUT 0.3 MILE NORTHEAST OF THE
 LX0362'MARSH HILL ROAD OVERPASS, SET IN THE TOP OF A NARROW LEDGE OF
 LX0362'ROCK WHICH IS ABOUT 9 FEET LONG AND 5 FEET WIDE AND AT THE BASE
 LX0362'OF A HIGH BANK ALONG NORTHWEST SIDE OF TRACK, 133 1/2 FEET NORTHEAST
 LX0362'OF ELECTRIC CABLE TOWER NO. 980, 10.5 FEET NORTHWEST OF THE
 LX0362'NORTHWEST RAIL OF THE NORTHWEST TRACK OF FOUR, AND ABOUT 1
 LX0362'FOOT ABOVE THE LEVEL OF THE TRACK.  MARK MAY BE REACHED BY
 LX0362'GOING 1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE PARCEL
 LX0362'POST STATION POST OFFICE AT MILFORD, THENCE 0.35 MILE SOUTH ALONG
 LX0362'LAMBERT ROAD, THENCE 0.1 MILE EAST ALONG INDIAN RIVER ROAD,
 LX0362'THENCE 0.95 MILES SOUTH ALONG MARSH HILL ROAD, THENCE 0.3 MILE
 LX0362'NORTHEAST ALONG A DIRT ROAD TO TRACK AND MARK.
 LX0362
 LX0362                          STATION RECOVERY (1985)
 LX0362
 LX0362'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0362'RECOVERED IN GOOD CONDITION.
 LX0362
 LX0362                          STATION RECOVERY (1988)
 LX0362
 LX0362'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1149 ***********************************************************************
 LX1149  DESIGNATION -  K 31
 LX1149  PID         -  LX1149
 LX1149  STATE/COUNTY-  CT/FAIRFIELD
 LX1149  USGS QUAD   -  GLENVILLE (1971)
 LX1149
 LX1149                         *CURRENT SURVEY CONTROL
 LX1149  ___________________________________________________________________
 LX1149* NAD 83(1986)-  41 01 42.     (N)    073 37 43.     (W)     SCALED    
 LX1149* NAVD 88     -        37.919  (meters)     124.41   (feet)  ADJUSTED  
 LX1149  ___________________________________________________________________
 LX1149  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX1149  DYNAMIC HT  -          37.906 (meters)     124.36  (feet)  COMP
 LX1149  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LX1149  OBS GRAVITY -     980,277.4   (mgal)                       GRAV_OBS
 LX1149
 LX1149  VERT ORDER  -  FIRST     CLASS I
 LX1149
 LX1149.The horizontal coordinates were scaled from a topographic map and have
 LX1149.an estimated accuracy of +/- 6 seconds.
 LX1149
 LX1149.The orthometric height was determined by differential leveling
 LX1149.and adjusted by the National Geodetic Survey in June 1991..
 LX1149
 LX1149.The geoid height was determined by GEOID03.
 LX1149
 LX1149.The dynamic height is computed by dividing the NAVD 88
 LX1149.geopotential number by the normal gravity value computed on the
 LX1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1149.degrees latitude (g = 980.6199 gals.).
 LX1149
 LX1149.The modeled gravity was interpolated from observed gravity values.
 LX1149.The observed gravity was obtained from relative gravimeter ties
 LX1149.to the IGSN71 gravity network.
 LX1149
 LX1149;                    North         East    Units  Estimated Accuracy
 LX1149;SPC CT       -   174,430.      230,910.      MT  (+/- 180 meters Scaled)
 LX1149
 LX1149                          SUPERSEDED SURVEY CONTROL
 LX1149
 LX1149  NGVD 29 (??/??/92)   38.254  (m)          125.50   (f) ADJ UNCH    1 1
 LX1149
 LX1149.Superseded values are not recommended for survey control.
 LX1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1149.See file dsdata.txt to determine how the superseded data were derived.
 LX1149
 LX1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL152428(NAD 83)
 LX1149_MARKER: DB = BENCH MARK DISK
 LX1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1149_SP_SET: BUILDING
 LX1149_STAMPING: K 31 1965
 LX1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1149
 LX1149  HISTORY     - Date     Condition        Report By
 LX1149  HISTORY     - 1965     MONUMENTED       CGS
 LX1149  HISTORY     - 1984     GOOD             USPSQD
 LX1149  HISTORY     - 1990     GOOD             USPSQD
 LX1149
 LX1149                          STATION DESCRIPTION
 LX1149
 LX1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1149'AT GREENWICH.
 LX1149'AT GREENWICH, ABOUT 0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 LX1149'THE INTERSECTION OF GREENWICH AVENUE, AT THE GREENWICH LIBRARY,
 LX1149'NEAR THE INTERSECTION OF U.S. HIGHWAY 1 AND DEARFIELD DRIVE, SET
 LX1149'VERTICALLY IN THE SOUTHEAST FACE AND NEAR THE EAST CORNER OF
 LX1149'THE GREENWICH LIBRARY, 138 FEET NORTHEAST OF THE NORTHEAST CURB
 LX1149'OF DEARFIELD DRIVE, 14.4 FEET NORTHWEST OF THE NORTHWEST CURB
 LX1149'OF THE HIGHWAY, 2.5 FEET SOUTHWEST OF THE EAST CORNER OF THE
 LX1149'BUILDING AND 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX1149
 LX1149                          STATION RECOVERY (1984)
 LX1149
 LX1149'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1149'RECOVERED IN GOOD CONDITION.
 LX1149
 LX1149                          STATION RECOVERY (1990)
 LX1149
 LX1149'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0772 ***********************************************************************
 LX0772  DESIGNATION -  K 32
 LX0772  PID         -  LX0772
 LX0772  STATE/COUNTY-  CT/FAIRFIELD
 LX0772  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0772
 LX0772                         *CURRENT SURVEY CONTROL
 LX0772  ___________________________________________________________________
 LX0772* NAD 83(1986)-  41 03 48.     (N)    073 28 54.     (W)     SCALED    
 LX0772* NAVD 88     -         4.614  (meters)      15.14   (feet)  ADJUSTED  
 LX0772  ___________________________________________________________________
 LX0772  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX0772  DYNAMIC HT  -           4.612 (meters)      15.13  (feet)  COMP
 LX0772  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LX0772
 LX0772  VERT ORDER  -  FIRST     CLASS I
 LX0772
 LX0772.The horizontal coordinates were scaled from a topographic map and have
 LX0772.an estimated accuracy of +/- 6 seconds.
 LX0772
 LX0772.The orthometric height was determined by differential leveling
 LX0772.and adjusted by the National Geodetic Survey in June 1991..
 LX0772
 LX0772.The geoid height was determined by GEOID03.
 LX0772
 LX0772.The dynamic height is computed by dividing the NAVD 88
 LX0772.geopotential number by the normal gravity value computed on the
 LX0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0772.degrees latitude (g = 980.6199 gals.).
 LX0772
 LX0772.The modeled gravity was interpolated from observed gravity values.
 LX0772
 LX0772;                    North         East    Units  Estimated Accuracy
 LX0772;SPC CT       -   178,200.      243,300.      MT  (+/- 180 meters Scaled)
 LX0772
 LX0772                          SUPERSEDED SURVEY CONTROL
 LX0772
 LX0772  NGVD 29 (??/??/92)    4.952  (m)           16.25   (f) ADJ UNCH    1 1
 LX0772
 LX0772.Superseded values are not recommended for survey control.
 LX0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0772.See file dsdata.txt to determine how the superseded data were derived.
 LX0772
 LX0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL275468(NAD 83)
 LX0772_MARKER: DB = BENCH MARK DISK
 LX0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0772_SP_SET: CULVERT
 LX0772_STAMPING: K 32 1965
 LX0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0772
 LX0772  HISTORY     - Date     Condition        Report By
 LX0772  HISTORY     - 1965     MONUMENTED       CGS
 LX0772  HISTORY     - 1983     GOOD             USPSQD
 LX0772  HISTORY     - 1984     GOOD             USPSQD
 LX0772
 LX0772                          STATION DESCRIPTION
 LX0772
 LX0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0772'1.1 MI SW FROM DARIEN.
 LX0772'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE NY. NH AND H
 LX0772'RAILROAD OVERPASS AT DARIEN, SET ON THE TOP OF THE NORTHEAST
 LX0772'END OF THE NORTHWEST CONCRETE HEAD WALL OF A 17-FOOT BOX TYPE
 LX0772'CULVERT UNDER THE HIGHWAY FOR STONY BROOK, 26.5 FEET NORTHWEST
 LX0772'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 LX0772'OF THE HIGHWAY.
 LX0772
 LX0772                          STATION RECOVERY (1983)
 LX0772
 LX0772'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0772'RECOVERED IN GOOD CONDITION.
 LX0772
 LX0772                          STATION RECOVERY (1984)
 LX0772
 LX0772'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0772'ABOUT 1.0 MILES SOUTHERN ALONG U.S. HIGHWAY 1 FROM N.Y. NH 8 H
 LX0772'RAILWAY BRIDGE OVERPASS IN DARIEN, CT. SET ON TOP AT THE NORTHWEST
 LX0772'AND OF A STORM DRAIN IN THE SIDEWALK CURBING . 2.5 FEET NORTH OF THE
 LX0772'CENTERLINE OF HIGHWAY 1 AND ABOUT 1/2 FOOT ABOVE LEVEL OF THE
 LX0772'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0820 ***********************************************************************
 LX0820  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0820  DESIGNATION -  K 33
 LX0820  PID         -  LX0820
 LX0820  STATE/COUNTY-  CT/FAIRFIELD
 LX0820  USGS QUAD   -  WESTPORT (1975)
 LX0820
 LX0820                         *CURRENT SURVEY CONTROL
 LX0820  ___________________________________________________________________
 LX0820* NAD 83(1986)-  41 08 01.     (N)    073 17 17.     (W)     SCALED    
 LX0820* NAVD 88     -         4.567  (meters)      14.98   (feet)  ADJUSTED  
 LX0820  ___________________________________________________________________
 LX0820  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX0820  DYNAMIC HT  -           4.565 (meters)      14.98  (feet)  COMP
 LX0820  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 LX0820
 LX0820  VERT ORDER  -  FIRST     CLASS I
 LX0820
 LX0820.The horizontal coordinates were scaled from a topographic map and have
 LX0820.an estimated accuracy of +/- 6 seconds.
 LX0820
 LX0820.The orthometric height was determined by differential leveling
 LX0820.and adjusted by the National Geodetic Survey in June 1991..
 LX0820
 LX0820.This Tidal Bench Mark is designated as VM 17316
 LX0820.by the Center for Operational Oceanographic Products and Services.
 LX0820
 LX0820.The geoid height was determined by GEOID03.
 LX0820
 LX0820.The dynamic height is computed by dividing the NAVD 88
 LX0820.geopotential number by the normal gravity value computed on the
 LX0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0820.degrees latitude (g = 980.6199 gals.).
 LX0820
 LX0820.The modeled gravity was interpolated from observed gravity values.
 LX0820
 LX0820;                    North         East    Units  Estimated Accuracy
 LX0820;SPC CT       -   185,890.      259,620.      MT  (+/- 180 meters Scaled)
 LX0820
 LX0820                          SUPERSEDED SURVEY CONTROL
 LX0820
 LX0820  NGVD 29 (??/??/92)    4.897  (m)           16.07   (f) ADJ UNCH    1 1
 LX0820
 LX0820.Superseded values are not recommended for survey control.
 LX0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0820.See file dsdata.txt to determine how the superseded data were derived.
 LX0820
 LX0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL436550(NAD 83)
 LX0820_MARKER: DB = BENCH MARK DISK
 LX0820_SETTING: 66 = SET IN ROCK OUTCROP
 LX0820_SP_SET: ROCK LEDGE
 LX0820_STAMPING: K 33 1965
 LX0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0820+STABILITY: POSITION/ELEVATION WELL
 LX0820
 LX0820  HISTORY     - Date     Condition        Report By
 LX0820  HISTORY     - 1965     MONUMENTED       CGS
 LX0820  HISTORY     - 1983     GOOD             NGS
 LX0820  HISTORY     - 1985     GOOD             USPSQD
 LX0820  HISTORY     - 1988     GOOD             USPSQD
 LX0820
 LX0820                          STATION DESCRIPTION
 LX0820
 LX0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0820'AT SOUTHPORT.
 LX0820'AT SOUTHPORT, ABOUT 0.2 MILE SOUTHWEST ALONG PEQUOT AVENUE
 LX0820'FROM THE POST OFFICE, THENCE 0.1 MILE NORTH ALONG CENTER STREET,
 LX0820'79 FEET SOUTH OF THE SOUTH EDGE OF THE STEEL PORTION OF THE
 LX0820'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD OVERPASS OVER CENTER
 LX0820'STREET, SET ON THE TOP OF THE EAST EDGE OF A 3 FOOT WIDE ROCK
 LX0820'LEDGE WHICH IS AT THE BASE OF A ROCK WHICH IS 50 FEET LONG AND
 LX0820'10 FEET HIGH AT THE HIGHEST POINT, 16 FEET WEST OF THE CENTER
 LX0820'LINE OF CENTER STREET, 2 1/2 FEET NORTH OF THE SOUTH EDGE OF
 LX0820'THE HIGHEST PART OF ROCK AND 2 FEET ABOVE THE LEVEL OF THE
 LX0820'STREET.
 LX0820
 LX0820                          STATION RECOVERY (1983)
 LX0820
 LX0820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0820'RECOVERED IN GOOD CONDITION.
 LX0820
 LX0820                          STATION RECOVERY (1985)
 LX0820
 LX0820'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0820'MARK IS UNDER LIGHT COVERING OF HUMUS. LOCATION WELL PINPOINTER BY
 LX0820'PAINT ARROWS.
 LX0820
 LX0820                          STATION RECOVERY (1988)
 LX0820
 LX0820'RECOVERY NOTE BY US POWER SQUADRON 1988 (BS)
 LX0820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0913 ***********************************************************************
 LX0913  DESIGNATION -  K 34
 LX0913  PID         -  LX0913
 LX0913  STATE/COUNTY-  CT/NEW HAVEN
 LX0913  USGS QUAD   -  MILFORD (1984)
 LX0913
 LX0913                         *CURRENT SURVEY CONTROL
 LX0913  ___________________________________________________________________
 LX0913* NAD 83(1986)-  41 14 58.     (N)    073 01 22.     (W)     SCALED    
 LX0913* NAVD 88     -        11.418  (meters)      37.46   (feet)  ADJUSTED  
 LX0913  ___________________________________________________________________
 LX0913  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0913  DYNAMIC HT  -          11.415 (meters)      37.45  (feet)  COMP
 LX0913  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 LX0913
 LX0913  VERT ORDER  -  FIRST     CLASS I
 LX0913
 LX0913.The horizontal coordinates were scaled from a topographic map and have
 LX0913.an estimated accuracy of +/- 6 seconds.
 LX0913
 LX0913.The orthometric height was determined by differential leveling
 LX0913.and adjusted by the National Geodetic Survey in June 1991..
 LX0913
 LX0913.The geoid height was determined by GEOID03.
 LX0913
 LX0913.The dynamic height is computed by dividing the NAVD 88
 LX0913.geopotential number by the normal gravity value computed on the
 LX0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0913.degrees latitude (g = 980.6199 gals.).
 LX0913
 LX0913.The modeled gravity was interpolated from observed gravity values.
 LX0913
 LX0913;                    North         East    Units  Estimated Accuracy
 LX0913;SPC CT       -   198,650.      281,940.      MT  (+/- 180 meters Scaled)
 LX0913
 LX0913                          SUPERSEDED SURVEY CONTROL
 LX0913
 LX0913  NGVD 29 (??/??/92)   11.745  (m)           38.53   (f) ADJ UNCH    1 1
 LX0913
 LX0913.Superseded values are not recommended for survey control.
 LX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0913.See file dsdata.txt to determine how the superseded data were derived.
 LX0913
 LX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL656683(NAD 83)
 LX0913_MARKER: DB = BENCH MARK DISK
 LX0913_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0913_SP_SET: UNSPECIFIED ROCK
 LX0913_STAMPING: K 34 1965
 LX0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0913
 LX0913  HISTORY     - Date     Condition        Report By
 LX0913  HISTORY     - 1965     MONUMENTED       CGS
 LX0913
 LX0913                          STATION DESCRIPTION
 LX0913
 LX0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0913'AT MILFORD.
 LX0913'AT MILFORD, ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM
 LX0913'THE PARCEL POST STATION POST OFFICE AT MILFORD, NEAR THE JUNCTION
 LX0913'OF A DRIVEWAY LEADING KURT H VOLK INC. BUILDING AND TENPINS
 LX0913'BOWLING BLDG, SET IN THE TOP OF A LARGE MASS OF ROCK WHICH
 LX0913'COVER A LARGE AREA AND IS ABOUT 10 FEET HIGH, 66 1/2 FEET
 LX0913'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTHWEST
 LX0913'OF THE NORTHEAST END OF THE ROCK, AT THE TOP EDGE OF A POINT WHERE
 LX0913'THE ROCK STARTS SLOPING TOWARD THE HIGHWAY AND ABOUT 10 FEET
 LX0913'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0914 ***********************************************************************
 LX0914  DESIGNATION -  K 34 RESET
 LX0914  PID         -  LX0914
 LX0914  STATE/COUNTY-  CT/NEW HAVEN
 LX0914  USGS QUAD   -  MILFORD (1984)
 LX0914
 LX0914                         *CURRENT SURVEY CONTROL
 LX0914  ___________________________________________________________________
 LX0914* NAD 83(1986)-  41 14 58.     (N)    073 01 22.     (W)     SCALED    
 LX0914* NAVD 88     -        11.86   (meters)      38.9    (feet)  RESET     
 LX0914  ___________________________________________________________________
 LX0914  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0914
 LX0914  VERT ORDER  -  THIRD
 LX0914
 LX0914.The horizontal coordinates were scaled from a topographic map and have
 LX0914.an estimated accuracy of +/- 6 seconds.
 LX0914
 LX0914.The orthometric height was computed from unverified reset data.
 LX0914.No vertical observational check was made to the station.
 LX0914
 LX0914.The geoid height was determined by GEOID03.
 LX0914
 LX0914;                    North         East    Units  Estimated Accuracy
 LX0914;SPC CT       -   198,650.      281,940.      MT  (+/- 180 meters Scaled)
 LX0914
 LX0914                          SUPERSEDED SURVEY CONTROL
 LX0914
 LX0914  NGVD 29 (??/??/??)   12.18   (m)           40.0    (f) RESET       3  
 LX0914
 LX0914.Superseded values are not recommended for survey control.
 LX0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0914.See file dsdata.txt to determine how the superseded data were derived.
 LX0914
 LX0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL656683(NAD 83)
 LX0914_MARKER: DB = BENCH MARK DISK
 LX0914_SETTING: 66 = SET IN ROCK OUTCROP
 LX0914_SP_SET: ROCK OUTCROP
 LX0914_STAMPING: K 34 RESET 1967
 LX0914_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0914+STABILITY: POSITION/ELEVATION WELL
 LX0914
 LX0914  HISTORY     - Date     Condition        Report By
 LX0914  HISTORY     - 1967     MONUMENTED       CGS
 LX0914
 LX0914                          STATION DESCRIPTION
 LX0914
 LX0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LX0914'0.7 MI NE FROM MILFORD.
 LX0914'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE U.S. POST
 LX0914'OFFICE AT MILFORD, OPPOSITE THE JUNCTION OF A DRIVEWAY TO KURT
 LX0914'M. VOLK INC. AND A DRIVEWAY TO THE TEN PINS BOWLING LANES
 LX0914'BUILDING, SET IN THE TOP OF A HIGH ROCK OUTCROP IN THE EAST-WEST
 LX0914'FENCE LINE, 35 FEET WEST OF THE NORTH-SOUTH FENCE LINE IN A
 LX0914'VACANT LOT, ABOUT 51 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 LX0914'1 AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0417 ***********************************************************************
 LX0417  DESIGNATION -  K 35
 LX0417  PID         -  LX0417
 LX0417  STATE/COUNTY-  CT/NEW HAVEN
 LX0417  USGS QUAD   -  BRANFORD (1984)
 LX0417
 LX0417                         *CURRENT SURVEY CONTROL
 LX0417  ___________________________________________________________________
 LX0417* NAD 83(1986)-  41 17 01.     (N)    072 46 30.     (W)     SCALED    
 LX0417* NAVD 88     -        17.986  (meters)      59.01   (feet)  ADJUSTED  
 LX0417  ___________________________________________________________________
 LX0417  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX0417  DYNAMIC HT  -          17.980 (meters)      58.99  (feet)  COMP
 LX0417  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LX0417  OBS GRAVITY -     980,296.3   (mgal)                       GRAV_OBS
 LX0417
 LX0417  VERT ORDER  -  FIRST     CLASS I
 LX0417
 LX0417.The horizontal coordinates were scaled from a topographic map and have
 LX0417.an estimated accuracy of +/- 6 seconds.
 LX0417
 LX0417.The orthometric height was determined by differential leveling
 LX0417.and adjusted by the National Geodetic Survey in June 1991..
 LX0417
 LX0417.The geoid height was determined by GEOID03.
 LX0417
 LX0417.The dynamic height is computed by dividing the NAVD 88
 LX0417.geopotential number by the normal gravity value computed on the
 LX0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0417.degrees latitude (g = 980.6199 gals.).
 LX0417
 LX0417.The modeled gravity was interpolated from observed gravity values.
 LX0417.The observed gravity was obtained from relative gravimeter ties
 LX0417.to the IGSN71 gravity network.
 LX0417
 LX0417;                    North         East    Units  Estimated Accuracy
 LX0417;SPC CT       -   202,410.      302,710.      MT  (+/- 180 meters Scaled)
 LX0417
 LX0417                          SUPERSEDED SURVEY CONTROL
 LX0417
 LX0417  NGVD 29 (??/??/92)   18.294  (m)           60.02   (f) ADJ UNCH    1 1
 LX0417
 LX0417.Superseded values are not recommended for survey control.
 LX0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0417.See file dsdata.txt to determine how the superseded data were derived.
 LX0417
 LX0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL863726(NAD 83)
 LX0417_MARKER: DB = BENCH MARK DISK
 LX0417_SETTING: 66 = SET IN ROCK OUTCROP
 LX0417_SP_SET: BEDROCK
 LX0417_STAMPING: K 35 1965
 LX0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0417+STABILITY: POSITION/ELEVATION WELL
 LX0417
 LX0417  HISTORY     - Date     Condition        Report By
 LX0417  HISTORY     - 1965     MONUMENTED       CGS
 LX0417  HISTORY     - 1984     GOOD             USPSQD
 LX0417  HISTORY     - 19910316 GOOD             USPSQD
 LX0417
 LX0417                          STATION DESCRIPTION
 LX0417
 LX0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0417'2.4 MI E FROM BRANFORD.
 LX0417'0.4 MILE SOUTH ALONG MONTOWESE STREET FROM THE POST OFFICE AT
 LX0417'BRANFORD, THENCE 2.0 MILES EAST ALONG DAMASCUS ROAD, ABOUT 1.3
 LX0417'MILES NORTHWEST OF THE INTERSECTION OF STONY CREEK ROAD AND LEETES
 LX0417'ISLAND ROAD AT STONY CREEK, AT THE JUNCTION OF DAMASCUS ROAD,
 LX0417'STONY CREEK ROAD AND TOTOKET ROAD, 144 FEET SOUTH OF THE
 LX0417'SOUTHWEST CORNER OF THE DAMASCUS CEMETERY, SET ON THE TOP OF THE
 LX0417'WEST CORNER OF A LARGE LAYER OF BEDROCK, 28 FEET EAST OF THE CENTER
 LX0417'LINE OF STONY CREEK ROAD, 6 FEET EAST OF THE WEST CORNER OF
 LX0417'BEDROCK AND 6 FEET ABOVE THE LEVEL OF THE ROADS.
 LX0417
 LX0417                          STATION RECOVERY (1984)
 LX0417
 LX0417'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0417'RECOVERED IN GOOD CONDITION.
 LX0417
 LX0417                          STATION RECOVERY (1991)
 LX0417
 LX0417'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0104 ***********************************************************************
 LX0104  DESIGNATION -  K 36
 LX0104  PID         -  LX0104
 LX0104  STATE/COUNTY-  CT/NEW LONDON
 LX0104  USGS QUAD   -  OLD LYME (1976)
 LX0104
 LX0104                         *CURRENT SURVEY CONTROL
 LX0104  ___________________________________________________________________
 LX0104* NAD 83(1986)-  41 18 51.     (N)    072 20 12.     (W)     SCALED    
 LX0104* NAVD 88     -         3.558  (meters)      11.67   (feet)  ADJUSTED  
 LX0104  ___________________________________________________________________
 LX0104  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX0104  DYNAMIC HT  -           3.556 (meters)      11.67  (feet)  COMP
 LX0104  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LX0104
 LX0104  VERT ORDER  -  FIRST     CLASS I
 LX0104
 LX0104.The horizontal coordinates were scaled from a topographic map and have
 LX0104.an estimated accuracy of +/- 6 seconds.
 LX0104
 LX0104.The orthometric height was determined by differential leveling
 LX0104.and adjusted by the National Geodetic Survey in June 1991..
 LX0104.WARNING-Repeat measurements at this control monument indicate possible
 LX0104.vertical movement.
 LX0104
 LX0104.The geoid height was determined by GEOID03.
 LX0104
 LX0104.The dynamic height is computed by dividing the NAVD 88
 LX0104.geopotential number by the normal gravity value computed on the
 LX0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0104.degrees latitude (g = 980.6199 gals.).
 LX0104
 LX0104.The modeled gravity was interpolated from observed gravity values.
 LX0104
 LX0104;                    North         East    Units  Estimated Accuracy
 LX0104;SPC CT       -   205,880.      339,410.      MT  (+/- 180 meters Scaled)
 LX0104
 LX0104                          SUPERSEDED SURVEY CONTROL
 LX0104
 LX0104  NGVD 29 (??/??/92)    3.871  (m)           12.70   (f) ADJ UNCH    1 1
 LX0104
 LX0104.Superseded values are not recommended for survey control.
 LX0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0104.See file dsdata.txt to determine how the superseded data were derived.
 LX0104
 LX0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL229770(NAD 83)
 LX0104_MARKER: DB = BENCH MARK DISK
 LX0104_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0104_SP_SET: BRIDGE ABUTMENT
 LX0104_STAMPING: K 36 1965
 LX0104_MARK LOGO: CGS   
 LX0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0104+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2003
 LX0104
 LX0104  HISTORY     - Date     Condition        Report By
 LX0104  HISTORY     - 1965     MONUMENTED       CGS
 LX0104  HISTORY     - 1983     GOOD             USPSQD
 LX0104  HISTORY     - 1986     GOOD             NGS
 LX0104  HISTORY     - 1987     GOOD             USPSQD
 LX0104  HISTORY     - 1988     GOOD             USPSQD
 LX0104  HISTORY     - 1988     GOOD             USPSQD
 LX0104  HISTORY     - 1988     GOOD             USPSQD
 LX0104  HISTORY     - 1989     GOOD             USPSQD
 LX0104  HISTORY     - 19901206 GOOD             USPSQD
 LX0104  HISTORY     - 20011001 GOOD             USPSQD
 LX0104  HISTORY     - 20030418 GOOD             USPSQD
 LX0104
 LX0104                          STATION DESCRIPTION
 LX0104
 LX0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0104'0.8 MI NW FROM LYME.
 LX0104'ABOUT 0.8 MILE NORTHWEST ALONG STATE HIGHWAY 156 FROM ITS
 LX0104'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0104'AT LYME, ABOUT 0.45 MILE SOUTH OF THE CONNECTICUT TURNPIKE
 LX0104'OVERPASS OVER THE HIGHWAY, SET ON THE TOP OF THE EAST END OF THE
 LX0104'NORTH CONCRETE ABUTMENT OF A 90-FOOT CONCRETE BRIDGE OVER THE
 LX0104'LEUTENANT RIVER, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 LX0104'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LX0104
 LX0104                          STATION RECOVERY (1983)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (1986)
 LX0104
 LX0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (1987)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (1988)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (1988)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (1988)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (1989)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (1990)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (2001)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0104'RECOVERED IN GOOD CONDITION.
 LX0104
 LX0104                          STATION RECOVERY (2003)
 LX0104
 LX0104'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0088 ***********************************************************************
 LX0088  DESIGNATION -  K 37
 LX0088  PID         -  LX0088
 LX0088  STATE/COUNTY-  CT/MIDDLESEX
 LX0088  USGS QUAD   -  ESSEX (1977)
 LX0088
 LX0088                         *CURRENT SURVEY CONTROL
 LX0088  ___________________________________________________________________
 LX0088* NAD 83(1986)-  41 17 24.     (N)    072 22 32.     (W)     SCALED    
 LX0088* NAVD 88     -         4.552  (meters)      14.93   (feet)  ADJUSTED  
 LX0088  ___________________________________________________________________
 LX0088  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX0088  DYNAMIC HT  -           4.550 (meters)      14.93  (feet)  COMP
 LX0088  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 LX0088
 LX0088  VERT ORDER  -  FIRST     CLASS I
 LX0088
 LX0088.The horizontal coordinates were scaled from a topographic map and have
 LX0088.an estimated accuracy of +/- 6 seconds.
 LX0088
 LX0088.The orthometric height was determined by differential leveling
 LX0088.and adjusted by the National Geodetic Survey in June 1991..
 LX0088.WARNING-Repeat measurements at this control monument indicate possible
 LX0088.vertical movement.
 LX0088
 LX0088.The geoid height was determined by GEOID03.
 LX0088
 LX0088.The dynamic height is computed by dividing the NAVD 88
 LX0088.geopotential number by the normal gravity value computed on the
 LX0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0088.degrees latitude (g = 980.6199 gals.).
 LX0088
 LX0088.The modeled gravity was interpolated from observed gravity values.
 LX0088
 LX0088;                    North         East    Units  Estimated Accuracy
 LX0088;SPC CT       -   203,180.      336,170.      MT  (+/- 180 meters Scaled)
 LX0088
 LX0088                          SUPERSEDED SURVEY CONTROL
 LX0088
 LX0088  NGVD 29 (??/??/92)    4.858  (m)           15.94   (f) ADJ UNCH    1 1
 LX0088
 LX0088.Superseded values are not recommended for survey control.
 LX0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0088.See file dsdata.txt to determine how the superseded data were derived.
 LX0088
 LX0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL197742(NAD 83)
 LX0088_MARKER: DB = BENCH MARK DISK
 LX0088_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0088_STAMPING: K 37 1965
 LX0088_MARK LOGO: CGS   
 LX0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0088+STABILITY: SURFACE MOTION
 LX0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0088+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX0088
 LX0088  HISTORY     - Date     Condition        Report By
 LX0088  HISTORY     - 1965     MONUMENTED       CGS
 LX0088  HISTORY     - 1984     GOOD             NGS
 LX0088  HISTORY     - 1988     GOOD             USPSQD
 LX0088  HISTORY     - 1989     GOOD             USPSQD
 LX0088  HISTORY     - 1990     GOOD             USPSQD
 LX0088  HISTORY     - 19950809 GOOD             USPSQD
 LX0088  HISTORY     - 19970127 GOOD             USPSQD
 LX0088  HISTORY     - 20010227 GOOD             USPSQD
 LX0088  HISTORY     - 20040101 GOOD             USPSQD
 LX0088  HISTORY     - 20051201 GOOD             USPSQD
 LX0088
 LX0088                          STATION DESCRIPTION
 LX0088
 LX0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0088'AT OLD SAYBROOK.
 LX0088'AT OLD SAYBROOK, ABOUT 80 YARDS SOUTH OF THE JUNCTION OF MAIN
 LX0088'AND SHEFFIELD STREET, SET VERTICALLY IN THE SOUTH FACE OF THE
 LX0088'SOUTHWEST CORNER OF THE CONCRETE PORTION OF THE TOWN HALL,
 LX0088'(THE TWO TOP STORIES ARE BRICK), 82 FEET EAST OF THE EAST CURB
 LX0088'OF MAIN STREET, 2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 LX0088'BUILDING AND 1.6 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0088
 LX0088                          STATION RECOVERY (1984)
 LX0088
 LX0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (1988)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (1989)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (1990)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (1995)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (1997)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (2001)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 2001
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (2004)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX0088'RECOVERED IN GOOD CONDITION.
 LX0088
 LX0088                          STATION RECOVERY (2005)
 LX0088
 LX0088'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0143 ***********************************************************************
 LX0143  DESIGNATION -  K 38
 LX0143  PID         -  LX0143
 LX0143  STATE/COUNTY-  CT/NEW LONDON
 LX0143  USGS QUAD   -  NIANTIC (1983)
 LX0143
 LX0143                         *CURRENT SURVEY CONTROL
 LX0143  ___________________________________________________________________
 LX0143* NAD 83(1986)-  41 20 33.     (N)    072 07 49.     (W)     SCALED    
 LX0143* NAVD 88     -        13.123  (meters)      43.05   (feet)  ADJUSTED  
 LX0143  ___________________________________________________________________
 LX0143  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0143  DYNAMIC HT  -          13.118 (meters)      43.04  (feet)  COMP
 LX0143  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX0143
 LX0143  VERT ORDER  -  FIRST     CLASS I
 LX0143
 LX0143.The horizontal coordinates were scaled from a topographic map and have
 LX0143.an estimated accuracy of +/- 6 seconds.
 LX0143
 LX0143.The orthometric height was determined by differential leveling
 LX0143.and adjusted by the National Geodetic Survey in June 1991..
 LX0143
 LX0143.The geoid height was determined by GEOID03.
 LX0143
 LX0143.The dynamic height is computed by dividing the NAVD 88
 LX0143.geopotential number by the normal gravity value computed on the
 LX0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0143.degrees latitude (g = 980.6199 gals.).
 LX0143
 LX0143.The modeled gravity was interpolated from observed gravity values.
 LX0143
 LX0143;                    North         East    Units  Estimated Accuracy
 LX0143;SPC CT       -   209,130.      356,670.      MT  (+/- 180 meters Scaled)
 LX0143
 LX0143                          SUPERSEDED SURVEY CONTROL
 LX0143
 LX0143  NGVD 29 (??/??/92)   13.423  (m)           44.04   (f) ADJ UNCH    1 1
 LX0143
 LX0143.Superseded values are not recommended for survey control.
 LX0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0143.See file dsdata.txt to determine how the superseded data were derived.
 LX0143
 LX0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL401807(NAD 83)
 LX0143_MARKER: DB = BENCH MARK DISK
 LX0143_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX0143_SP_SET: FOUNDATION
 LX0143_STAMPING: K 38 1965
 LX0143_MARK LOGO: CGS   
 LX0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0143+STABILITY: POSITION/ELEVATION WELL
 LX0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0143+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 LX0143
 LX0143  HISTORY     - Date     Condition        Report By
 LX0143  HISTORY     - 1965     MONUMENTED       CGS
 LX0143  HISTORY     - 1986     GOOD             NGS
 LX0143  HISTORY     - 1988     GOOD             USPSQD
 LX0143  HISTORY     - 1989     GOOD             USPSQD
 LX0143  HISTORY     - 19901206 GOOD             USPSQD
 LX0143  HISTORY     - 20010415 GOOD             USPSQD
 LX0143  HISTORY     - 20030421 GOOD             USPSQD
 LX0143  HISTORY     - 20051213 GOOD             USPSQD
 LX0143
 LX0143                          STATION DESCRIPTION
 LX0143
 LX0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0143'0.6 MI E FROM WATERFORD.
 LX0143'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 156 FROM THE FIRST
 LX0143'BAPTIST CHURCH AT WATERFORD, 0.15 MILE WEST OF THE INTERSECTION
 LX0143'OF THE STATE HIGHWAY AND U.S. 1A HIGHWAY, SET VERTICALLY IN
 LX0143'THE SOUTH CORNER AND IN THE SOUTHEAST CONCRETE FOUNDATION OF
 LX0143'THE JORDAN SCHOOL, (ACROSS THE STATE HIGHWAY FROM THE WATERFORD
 LX0143'HIGH SCHOOL), 78 FEET NORTH OF THE CENTER LINE OF THE STATE
 LX0143'HIGHWAY, 1.9 FEET NORTHEAST OF THE SOUTH CORNER OF THE SCHOOL
 LX0143'AND 1.3 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0143
 LX0143                          STATION RECOVERY (1986)
 LX0143
 LX0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0143'RECOVERED IN GOOD CONDITION.  THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0143'THE JORDAN SCHOOL IS NOW THE WATERFORD TOWN HALL.
 LX0143
 LX0143                          STATION RECOVERY (1988)
 LX0143
 LX0143'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0143'RECOVERED IN GOOD CONDITION.
 LX0143
 LX0143                          STATION RECOVERY (1989)
 LX0143
 LX0143'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0143'RECOVERED IN GOOD CONDITION.
 LX0143
 LX0143                          STATION RECOVERY (1990)
 LX0143
 LX0143'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0143'RECOVERED IN GOOD CONDITION.
 LX0143
 LX0143                          STATION RECOVERY (2001)
 LX0143
 LX0143'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0143'RECOVERED IN GOOD CONDITION.
 LX0143
 LX0143                          STATION RECOVERY (2003)
 LX0143
 LX0143'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0143'RECOVERED IN GOOD CONDITION.
 LX0143
 LX0143                          STATION RECOVERY (2005)
 LX0143
 LX0143'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1679 ***********************************************************************
 LX1679  DESIGNATION -  K 49
 LX1679  PID         -  LX1679
 LX1679  STATE/COUNTY-  CT/HARTFORD
 LX1679  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX1679
 LX1679                         *CURRENT SURVEY CONTROL
 LX1679  ___________________________________________________________________
 LX1679* NAD 83(1986)-  41 59 30.     (N)    072 38 54.     (W)     SCALED    
 LX1679* NAVD 88     -        61.113  (meters)     200.50   (feet)  ADJUSTED  
 LX1679  ___________________________________________________________________
 LX1679  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX1679  DYNAMIC HT  -          61.096 (meters)     200.45  (feet)  COMP
 LX1679  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 LX1679
 LX1679  VERT ORDER  -  FIRST     CLASS II
 LX1679
 LX1679.The horizontal coordinates were scaled from a topographic map and have
 LX1679.an estimated accuracy of +/- 6 seconds.
 LX1679
 LX1679.The orthometric height was determined by differential leveling
 LX1679.and adjusted by the National Geodetic Survey in June 1991..
 LX1679
 LX1679.The geoid height was determined by GEOID03.
 LX1679
 LX1679.The dynamic height is computed by dividing the NAVD 88
 LX1679.geopotential number by the normal gravity value computed on the
 LX1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1679.degrees latitude (g = 980.6199 gals.).
 LX1679
 LX1679.The modeled gravity was interpolated from observed gravity values.
 LX1679
 LX1679;                    North         East    Units  Estimated Accuracy
 LX1679;SPC CT       -   281,050.      313,230.      MT  (+/- 180 meters Scaled)
 LX1679
 LX1679                          SUPERSEDED SURVEY CONTROL
 LX1679
 LX1679.No superseded survey control is available for this station.
 LX1679
 LX1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM947515(NAD 83)
 LX1679_MARKER: DB = BENCH MARK DISK
 LX1679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1679_SP_SET: STAINLESS STEEL ROD
 LX1679_STAMPING: K 49 1978
 LX1679_MARK LOGO: NGS   
 LX1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1679
 LX1679  HISTORY     - Date     Condition        Report By
 LX1679  HISTORY     - 1978     MONUMENTED       NGS
 LX1679  HISTORY     - 1984     GOOD             NGS
 LX1679
 LX1679                          STATION DESCRIPTION
 LX1679
 LX1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1679'IN SUFFIELD.
 LX1679'0.7 MILE NORTH ALONG STATE HIGHWAY 75 FROM THE CIVIL WAR MONUMENT
 LX1679'AT THE JUNCTION OF STATE HIGHWAYS 75 AND 190 IN SUFFIELD, TO THE
 LX1679'MARK ON THE LEFT, SET BETWEEN A POWER POLE AND A FIRE HYDRANT,
 LX1679'0.1 MILE SOUTH OF RUSSELL AVENUE, 26.5 FEET WEST OF THE CENTER
 LX1679'LINE OF HIGHWAY 75, 16 FEET EAST OF A FIRE HYDRANT, 12.5 FEET SOUTH
 LX1679'OF A PAVED DRIVEWAY FOR HOUSE NUMBER 419, 2 FEET WEST OF POWER POLE
 LX1679'NUMBER 4455 WITH A STREET LIGHT AND A TRANSFORMER.
 LX1679
 LX1679                          STATION RECOVERY (1984)
 LX1679
 LX1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1654 ***********************************************************************
 LX1654  DESIGNATION -  K 50
 LX1654  PID         -  LX1654
 LX1654  STATE/COUNTY-  CT/HARTFORD
 LX1654  USGS QUAD   -  NEW BRITAIN (1992)
 LX1654
 LX1654                         *CURRENT SURVEY CONTROL
 LX1654  ___________________________________________________________________
 LX1654* NAD 83(1986)-  41 41 36.     (N)    072 45 31.     (W)     SCALED    
 LX1654* NAVD 88     -        27.203  (meters)      89.25   (feet)  ADJUSTED  
 LX1654  ___________________________________________________________________
 LX1654  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX1654  DYNAMIC HT  -          27.195 (meters)      89.22  (feet)  COMP
 LX1654  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 LX1654
 LX1654  VERT ORDER  -  FIRST     CLASS II
 LX1654
 LX1654.The horizontal coordinates were scaled from a topographic map and have
 LX1654.an estimated accuracy of +/- 6 seconds.
 LX1654
 LX1654.The orthometric height was determined by differential leveling
 LX1654.and adjusted by the National Geodetic Survey in June 1991..
 LX1654
 LX1654.The geoid height was determined by GEOID03.
 LX1654
 LX1654.The dynamic height is computed by dividing the NAVD 88
 LX1654.geopotential number by the normal gravity value computed on the
 LX1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1654.degrees latitude (g = 980.6199 gals.).
 LX1654
 LX1654.The modeled gravity was interpolated from observed gravity values.
 LX1654
 LX1654;                    North         East    Units  Estimated Accuracy
 LX1654;SPC CT       -   247,910.      304,080.      MT  (+/- 180 meters Scaled)
 LX1654
 LX1654                          SUPERSEDED SURVEY CONTROL
 LX1654
 LX1654.No superseded survey control is available for this station.
 LX1654
 LX1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM865181(NAD 83)
 LX1654_MARKER: DB = BENCH MARK DISK
 LX1654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1654_SP_SET: BRIDGE
 LX1654_STAMPING: K 50 1978
 LX1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1654
 LX1654  HISTORY     - Date     Condition        Report By
 LX1654  HISTORY     - 1978     MONUMENTED       NGS
 LX1654
 LX1654                          STATION DESCRIPTION
 LX1654
 LX1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1654'2.35 MILE NE FROM NEW BRITAIN.
 LX1654'1.65 MILE NORTH ALONG STATE HIGHWAY 71 FROM THE JUNCTION OF EAST
 LX1654'MAIN STREET AND HIGHWAY 71 IN NEW BRITAIN TO THE JUNCTION OF HIGHWAY
 LX1654'71 AND WELLS STREET THENCE 0.6 MILE EAST ALONG WELLS STREET TO THE
 LX1654'JUNCTION OF WELLS STREET AND STATE HIGHWAY 175, THENCE 0.1 MILE EAST
 LX1654'ALONG HIGHWAY 175 TO THE MARK ON THE RIGHT, SET IN THE SOUTHEAST
 LX1654'RETAINING WALL OF BRIDGE NUMBER 1479 OVER A CREEK, 70 FEET SOUTHWEST
 LX1654'OF POWER POLE NUMBER 5327 WITH A STREET LIGHT, 16,8 FEET SOUTHEAST
 LX1654'OF THE CENTER LINE OF HIGHWAY 175, 3.3 FEET NORTHEAST OF THE SOUTH-
 LX1654'EAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1628 ***********************************************************************
 LX1628  DESIGNATION -  K 51
 LX1628  PID         -  LX1628
 LX1628  STATE/COUNTY-  CT/NEW HAVEN
 LX1628  USGS QUAD   -  BRANFORD (1984)
 LX1628
 LX1628                         *CURRENT SURVEY CONTROL
 LX1628  ___________________________________________________________________
 LX1628* NAD 83(1986)-  41 23 21.     (N)    072 52 04.     (W)     SCALED    
 LX1628* NAVD 88     -        12.818  (meters)      42.05   (feet)  ADJUSTED  
 LX1628  ___________________________________________________________________
 LX1628  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX1628  DYNAMIC HT  -          12.814 (meters)      42.04  (feet)  COMP
 LX1628  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 LX1628
 LX1628  VERT ORDER  -  FIRST     CLASS II
 LX1628
 LX1628.The horizontal coordinates were scaled from a topographic map and have
 LX1628.an estimated accuracy of +/- 6 seconds.
 LX1628
 LX1628.The orthometric height was determined by differential leveling
 LX1628.and adjusted by the National Geodetic Survey in June 1991..
 LX1628
 LX1628.The geoid height was determined by GEOID03.
 LX1628
 LX1628.The dynamic height is computed by dividing the NAVD 88
 LX1628.geopotential number by the normal gravity value computed on the
 LX1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1628.degrees latitude (g = 980.6199 gals.).
 LX1628
 LX1628.The modeled gravity was interpolated from observed gravity values.
 LX1628
 LX1628;                    North         East    Units  Estimated Accuracy
 LX1628;SPC CT       -   214,140.      294,950.      MT  (+/- 180 meters Scaled)
 LX1628
 LX1628                          SUPERSEDED SURVEY CONTROL
 LX1628
 LX1628.No superseded survey control is available for this station.
 LX1628
 LX1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL782841(NAD 83)
 LX1628_MARKER: DB = BENCH MARK DISK
 LX1628_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX1628_STAMPING: K 51 1978
 LX1628_MARK LOGO: NGS   
 LX1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1628
 LX1628  HISTORY     - Date     Condition        Report By
 LX1628  HISTORY     - 1978     MONUMENTED       NGS
 LX1628  HISTORY     - 1985     GOOD             NGS
 LX1628
 LX1628                          STATION DESCRIPTION
 LX1628
 LX1628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1628'0.65 MILE SW FROM NORTH HAVEN.
 LX1628'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 5, FROM THE POST OFFICE
 LX1628'IN NORTH HAVEN, THENCE 0.35 MILE EAST ALONG STATE HIGHWAYS 5 AND22
 LX1628'IN NORTH HAVEN, THENCE 0.35 MILE EAST ALONG STATE HIGHWAYS 5 AND 22
 LX1628'WHICH IS ALSO BROADWAY, TO THE MARK ON THE RIGHT, SET IN THE
 LX1628'NORTHWEST CORNER OF THE OVERPASS BRIDGE OVER THE NEW HAVEN RAILROAD
 LX1628'1 FOOT SOUTH OF THE METAL GUARD RAIL OF THE BRIDGE, 3.8 FEET WEST
 LX1628'OF THE END OF THE NORTHWEST CORNER OF THE BRIDGE, 17.5 FEET NORTH
 LX1628'OF THE CENTER LINE OF HIGHWAYS 5 AND 22, 32 FEET SOUTHEAST OF A
 LX1628'BRACE POLE FOR POWER POLE NUMBER 759 WHICH IS ACROSS HIGHWAYS.
 LX1628
 LX1628                          STATION RECOVERY (1985)
 LX1628
 LX1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1467 ***********************************************************************
 MZ1467  DESIGNATION -  K 53
 MZ1467  PID         -  MZ1467
 MZ1467  STATE/COUNTY-  CT/LITCHFIELD
 MZ1467  USGS QUAD   -  SOUTH SANDISFIELD (1969)
 MZ1467
 MZ1467                         *CURRENT SURVEY CONTROL
 MZ1467  ___________________________________________________________________
 MZ1467* NAD 83(1986)-  42 00 21.     (N)    073 13 47.     (W)     SCALED    
 MZ1467* NAVD 88     -       269.134  (meters)     882.98   (feet)  ADJUSTED  
 MZ1467  ___________________________________________________________________
 MZ1467  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 MZ1467  DYNAMIC HT  -         269.039 (meters)     882.67  (feet)  COMP
 MZ1467  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 MZ1467
 MZ1467  VERT ORDER  -  FIRST     CLASS II
 MZ1467
 MZ1467.The horizontal coordinates were scaled from a topographic map and have
 MZ1467.an estimated accuracy of +/- 6 seconds.
 MZ1467
 MZ1467.The orthometric height was determined by differential leveling
 MZ1467.and adjusted by the National Geodetic Survey in June 1991..
 MZ1467
 MZ1467.The geoid height was determined by GEOID03.
 MZ1467
 MZ1467.The dynamic height is computed by dividing the NAVD 88
 MZ1467.geopotential number by the normal gravity value computed on the
 MZ1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1467.degrees latitude (g = 980.6199 gals.).
 MZ1467
 MZ1467.The modeled gravity was interpolated from observed gravity values.
 MZ1467
 MZ1467;                    North         East    Units  Estimated Accuracy
 MZ1467;SPC CT       -   282,730.      265,060.      MT  (+/- 180 meters Scaled)
 MZ1467
 MZ1467                          SUPERSEDED SURVEY CONTROL
 MZ1467
 MZ1467.No superseded survey control is available for this station.
 MZ1467
 MZ1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM465519(NAD 83)
 MZ1467_MARKER: DB = BENCH MARK DISK
 MZ1467_SETTING: 66 = SET IN ROCK OUTCROP
 MZ1467_SP_SET: ROCK OUTCROP
 MZ1467_STAMPING: K 53 1984
 MZ1467_MARK LOGO: NGS   
 MZ1467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ1467+STABILITY: POSITION/ELEVATION WELL
 MZ1467
 MZ1467  HISTORY     - Date     Condition        Report By
 MZ1467  HISTORY     - 1984     MONUMENTED       NGS
 MZ1467
 MZ1467                          STATION DESCRIPTION
 MZ1467
 MZ1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 MZ1467'3.3 KM (2.05 MI) NW FROM NORFOLK.
 MZ1467'3.3 KM (2.05 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN
 MZ1467'NORFOLK TO THE MARK ON THE RIGHT, IN TOP OF EXPOSED BEDROCK, 5.33
 MZ1467'METERS (17.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.92
 MZ1467'METERS (108.0 FT) NORTHWEST OF UTILITY POLE 417, 7.92 METERS (26.0 FT)
 MZ1467'SOUTHEAST OF UTILITY POLE 418.
 MZ1467'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 MZ1467'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1866 ***********************************************************************
 LX1866  DESIGNATION -  K 54
 LX1866  PID         -  LX1866
 LX1866  STATE/COUNTY-  CT/FAIRFIELD
 LX1866  USGS QUAD   -  NORWALK NORTH (1975)
 LX1866
 LX1866                         *CURRENT SURVEY CONTROL
 LX1866  ___________________________________________________________________
 LX1866* NAD 83(1986)-  41 10 55.     (N)    073 25 01.     (W)     SCALED    
 LX1866* NAVD 88     -        45.894  (meters)     150.57   (feet)  ADJUSTED  
 LX1866  ___________________________________________________________________
 LX1866  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX1866  DYNAMIC HT  -          45.879 (meters)     150.52  (feet)  COMP
 LX1866  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LX1866
 LX1866  VERT ORDER  -  FIRST     CLASS II
 LX1866
 LX1866.The horizontal coordinates were scaled from a topographic map and have
 LX1866.an estimated accuracy of +/- 6 seconds.
 LX1866
 LX1866.The orthometric height was determined by differential leveling
 LX1866.and adjusted by the National Geodetic Survey in June 1991..
 LX1866
 LX1866.The geoid height was determined by GEOID03.
 LX1866
 LX1866.The dynamic height is computed by dividing the NAVD 88
 LX1866.geopotential number by the normal gravity value computed on the
 LX1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1866.degrees latitude (g = 980.6199 gals.).
 LX1866
 LX1866.The modeled gravity was interpolated from observed gravity values.
 LX1866
 LX1866;                    North         East    Units  Estimated Accuracy
 LX1866;SPC CT       -   191,330.      248,840.      MT  (+/- 180 meters Scaled)
 LX1866
 LX1866                          SUPERSEDED SURVEY CONTROL
 LX1866
 LX1866.No superseded survey control is available for this station.
 LX1866
 LX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327601(NAD 83)
 LX1866_MARKER: DB = BENCH MARK DISK
 LX1866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1866_SP_SET: CULVERT HEADWALL
 LX1866_STAMPING: K 54 1984
 LX1866_MARK LOGO: NGS   
 LX1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1866+STABILITY: SURFACE MOTION
 LX1866
 LX1866  HISTORY     - Date     Condition        Report By
 LX1866  HISTORY     - 1984     MONUMENTED       NGS
 LX1866  HISTORY     - 1985     GOOD             NGS
 LX1866
 LX1866                          STATION DESCRIPTION
 LX1866
 LX1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1866'1.2 KM (0.75 MI) SE FROM WILTON.
 LX1866'1.2 KM (0.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1866'WILTON TO THE JUNCTION OF STATE HIGHWAY 33 AND THE MARK ON THE LEFT,
 LX1866'IN TOP OF THE NORTHWEST END OF A HEADWALL UNDER THE HIGHWAY AND OVER
 LX1866'CHESTNUT HILL BROOK, 7.25 METERS (23.8 FT) NORTHEAST OF THE NORTHEAST
 LX1866'CURB OF THE NORTH BOUND LANE OF THE HIGHWAY, 23.50 METERS (77.1 FT)
 LX1866'SOUTHEAST OF THE CENTER OF GAYLORD DRIVE SOUTH, 0.30 METER (1.0 FT)
 LX1866'SOUTHEAST END OF THE NORTHWEST OF THE HEADWALL.
 LX1866'THE MARK IS 1.22 M BELOW HIGHWAY.
 LX1866
 LX1866                          STATION RECOVERY (1985)
 LX1866
 LX1866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2021 ***********************************************************************
 LX2021  DESIGNATION -  K 55
 LX2021  PID         -  LX2021
 LX2021  STATE/COUNTY-  CT/LITCHFIELD
 LX2021  USGS QUAD   -  NEW HARTFORD (1984)
 LX2021
 LX2021                         *CURRENT SURVEY CONTROL
 LX2021  ___________________________________________________________________
 LX2021* NAD 83(1986)-  41 56 29.     (N)    072 54 39.     (W)     SCALED    
 LX2021* NAVD 88     -       305.259  (meters)    1001.50   (feet)  ADJUSTED  
 LX2021  ___________________________________________________________________
 LX2021  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 LX2021  DYNAMIC HT  -         305.163 (meters)    1001.19  (feet)  COMP
 LX2021  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 LX2021
 LX2021  VERT ORDER  -  FIRST     CLASS II
 LX2021
 LX2021.The horizontal coordinates were scaled from a topographic map and have
 LX2021.an estimated accuracy of +/- 6 seconds.
 LX2021
 LX2021.The orthometric height was determined by differential leveling
 LX2021.and adjusted by the National Geodetic Survey in June 1991..
 LX2021
 LX2021.The geoid height was determined by GEOID03.
 LX2021
 LX2021.The dynamic height is computed by dividing the NAVD 88
 LX2021.geopotential number by the normal gravity value computed on the
 LX2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2021.degrees latitude (g = 980.6199 gals.).
 LX2021
 LX2021.The modeled gravity was interpolated from observed gravity values.
 LX2021
 LX2021;                    North         East    Units  Estimated Accuracy
 LX2021;SPC CT       -   275,480.      291,460.      MT  (+/- 180 meters Scaled)
 LX2021
 LX2021                          SUPERSEDED SURVEY CONTROL
 LX2021
 LX2021.No superseded survey control is available for this station.
 LX2021
 LX2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM731453(NAD 83)
 LX2021_MARKER: DB = BENCH MARK DISK
 LX2021_SETTING: 66 = SET IN ROCK OUTCROP
 LX2021_SP_SET: ROCK OUTCROP
 LX2021_STAMPING: K 55 1984
 LX2021_MARK LOGO: NGS   
 LX2021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2021+STABILITY: POSITION/ELEVATION WELL
 LX2021
 LX2021  HISTORY     - Date     Condition        Report By
 LX2021  HISTORY     - 1984     MONUMENTED       NGS
 LX2021
 LX2021                          STATION DESCRIPTION
 LX2021
 LX2021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2021'5.6 KM (3.45 MI) SW FROM WEST GRANBY.
 LX2021'5.6 KM (3.45 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION
 LX2021'OF STATE HIGHWAY 20 IN WEST GRANBY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2021'BEDROCK, 5.94 METERS (19.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2021'HIGHWAY, 16.0 METERS (52.5 FT) NORTH AND ACORSS THE HIGHWAY FROM POWER
 LX2021'POLE 3624.
 LX2021'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 LX2021'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1676 ***********************************************************************
 LW1676  DESIGNATION -  K 56
 LW1676  PID         -  LW1676
 LW1676  STATE/COUNTY-  CT/WINDHAM
 LW1676  USGS QUAD   -  PUTNAM (1970)
 LW1676
 LW1676                         *CURRENT SURVEY CONTROL
 LW1676  ___________________________________________________________________
 LW1676* NAD 83(1986)-  41 56 00.     (N)    071 56 16.     (W)     SCALED    
 LW1676* NAVD 88     -        90.190  (meters)     295.90   (feet)  ADJUSTED  
 LW1676  ___________________________________________________________________
 LW1676  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LW1676  DYNAMIC HT  -          90.160 (meters)     295.80  (feet)  COMP
 LW1676  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LW1676
 LW1676  VERT ORDER  -  FIRST     CLASS II
 LW1676
 LW1676.The horizontal coordinates were scaled from a topographic map and have
 LW1676.an estimated accuracy of +/- 6 seconds.
 LW1676
 LW1676.The orthometric height was determined by differential leveling
 LW1676.and adjusted by the National Geodetic Survey in June 1991..
 LW1676
 LW1676.The geoid height was determined by GEOID03.
 LW1676
 LW1676.The dynamic height is computed by dividing the NAVD 88
 LW1676.geopotential number by the normal gravity value computed on the
 LW1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1676.degrees latitude (g = 980.6199 gals.).
 LW1676
 LW1676.The modeled gravity was interpolated from observed gravity values.
 LW1676
 LW1676;                    North         East    Units  Estimated Accuracy
 LW1676;SPC CT       -   274,890.      372,160.      MT  (+/- 180 meters Scaled)
 LW1676
 LW1676                          SUPERSEDED SURVEY CONTROL
 LW1676
 LW1676.No superseded survey control is available for this station.
 LW1676
 LW1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG564465(NAD 83)
 LW1676_MARKER: DB = BENCH MARK DISK
 LW1676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1676_SP_SET: ABUTMENT
 LW1676_STAMPING: K 56 1984
 LW1676_MARK LOGO: NGS   
 LW1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1676
 LW1676  HISTORY     - Date     Condition        Report By
 LW1676  HISTORY     - 1984     MONUMENTED       NGS
 LW1676  HISTORY     - 1986     GOOD             NGS
 LW1676  HISTORY     - 19961207 MARK NOT FOUND   USPSQD
 LW1676
 LW1676                          STATION DESCRIPTION
 LW1676
 LW1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1676'2.3 KM (1.45 MI) SE FROM SOUTH WOODSTOCK.
 LW1676'2.3 KM (1.45 MI) SOUTHEAST ALONG STATE HIGHWAY 171 FROM THE JUNCTION
 LW1676'OF STATE HIGHWAY 169 IN SOUTH WOODSTOCK TO THE MARK ON THE RIGHT, IN
 LW1676'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER
 LW1676'LITTLE RIVER, 7.01 METERS (23.0 FT) SOUTH OF THE CENTERLINE OF THE
 LW1676'HIGHWAY, 0.70 METER (2.3 FT) NORTHWEST OF THE EAST END OF THE SOUTH
 LW1676'METAL GUARD RAIL OF THE BRIDGE.
 LW1676'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1676
 LW1676                          STATION RECOVERY (1986)
 LW1676
 LW1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1676'RECOVERED IN GOOD CONDITION.
 LW1676
 LW1676                          STATION RECOVERY (1996)
 LW1676
 LW1676'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1902 ***********************************************************************
 LX1902  DESIGNATION -  K 57
 LX1902  PID         -  LX1902
 LX1902  STATE/COUNTY-  CT/FAIRFIELD
 LX1902  USGS QUAD   -  DANBURY (1984)
 LX1902
 LX1902                         *CURRENT SURVEY CONTROL
 LX1902  ___________________________________________________________________
 LX1902* NAD 83(1986)-  41 27 21.     (N)    073 23 46.     (W)     SCALED    
 LX1902* NAVD 88     -        83.653  (meters)     274.45   (feet)  ADJUSTED  
 LX1902  ___________________________________________________________________
 LX1902  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX1902  DYNAMIC HT  -          83.625 (meters)     274.36  (feet)  COMP
 LX1902  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LX1902
 LX1902  VERT ORDER  -  FIRST     CLASS II
 LX1902
 LX1902.The horizontal coordinates were scaled from a topographic map and have
 LX1902.an estimated accuracy of +/- 6 seconds.
 LX1902
 LX1902.The orthometric height was determined by differential leveling
 LX1902.and adjusted by the National Geodetic Survey in June 1991..
 LX1902
 LX1902.The geoid height was determined by GEOID03.
 LX1902
 LX1902.The dynamic height is computed by dividing the NAVD 88
 LX1902.geopotential number by the normal gravity value computed on the
 LX1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1902.degrees latitude (g = 980.6199 gals.).
 LX1902
 LX1902.The modeled gravity was interpolated from observed gravity values.
 LX1902
 LX1902;                    North         East    Units  Estimated Accuracy
 LX1902;SPC CT       -   221,740.      250,820.      MT  (+/- 180 meters Scaled)
 LX1902
 LX1902                          SUPERSEDED SURVEY CONTROL
 LX1902
 LX1902.No superseded survey control is available for this station.
 LX1902
 LX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL339906(NAD 83)
 LX1902_MARKER: DB = BENCH MARK DISK
 LX1902_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1902_SP_SET: PIER
 LX1902_STAMPING: K 57 1984
 LX1902_MARK LOGO: NGS   
 LX1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1902
 LX1902  HISTORY     - Date     Condition        Report By
 LX1902  HISTORY     - 1984     MONUMENTED       NGS
 LX1902
 LX1902                          STATION DESCRIPTION
 LX1902
 LX1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1902'3.3 KM (2.05 MI) SOUTH FROM BROOKFIELD.
 LX1902'3.3 KM (2.05 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1902'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, IN THE BASE OF THE
 LX1902'EAST SIDE OF THE CENTER PIER, BETWEEN THE NORTH AND SOUTH BOUND LANES
 LX1902'OF THE HIGHWAY, OF THE STATE HIGHWAY 133 OVERPASS BRIDGE, 18.60 METERS
 LX1902'(61.0 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 LX1902'HIGHWAY, 1.06 METERS (3.5 FT) NORTH OF THE SOUTH END OF THE PIER.
 LX1902'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1976 ***********************************************************************
 LX1976  DESIGNATION -  K 58
 LX1976  PID         -  LX1976
 LX1976  STATE/COUNTY-  CT/LITCHFIELD
 LX1976  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1976
 LX1976                         *CURRENT SURVEY CONTROL
 LX1976  ___________________________________________________________________
 LX1976* NAD 83(1986)-  41 55 42.     (N)    073 21 40.     (W)     SCALED    
 LX1976* NAVD 88     -       167.965  (meters)     551.07   (feet)  ADJUSTED  
 LX1976  ___________________________________________________________________
 LX1976  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX1976  DYNAMIC HT  -         167.906 (meters)     550.87  (feet)  COMP
 LX1976  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LX1976
 LX1976  VERT ORDER  -  FIRST     CLASS II
 LX1976
 LX1976.The horizontal coordinates were scaled from a topographic map and have
 LX1976.an estimated accuracy of +/- 6 seconds.
 LX1976
 LX1976.The orthometric height was determined by differential leveling
 LX1976.and adjusted by the National Geodetic Survey in June 1991..
 LX1976
 LX1976.The geoid height was determined by GEOID03.
 LX1976
 LX1976.The dynamic height is computed by dividing the NAVD 88
 LX1976.geopotential number by the normal gravity value computed on the
 LX1976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1976.degrees latitude (g = 980.6199 gals.).
 LX1976
 LX1976.The modeled gravity was interpolated from observed gravity values.
 LX1976
 LX1976;                    North         East    Units  Estimated Accuracy
 LX1976;SPC CT       -   274,190.      254,110.      MT  (+/- 180 meters Scaled)
 LX1976
 LX1976                          SUPERSEDED SURVEY CONTROL
 LX1976
 LX1976.No superseded survey control is available for this station.
 LX1976
 LX1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM358431(NAD 83)
 LX1976_MARKER: DB = BENCH MARK DISK
 LX1976_SETTING: 66 = SET IN ROCK OUTCROP
 LX1976_SP_SET: ROCK OUTCROP
 LX1976_STAMPING: K 58 1984
 LX1976_MARK LOGO: NGS   
 LX1976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1976+STABILITY: POSITION/ELEVATION WELL
 LX1976
 LX1976  HISTORY     - Date     Condition        Report By
 LX1976  HISTORY     - 1984     MONUMENTED       NGS
 LX1976  HISTORY     - 1985     GOOD             NGS
 LX1976
 LX1976                          STATION DESCRIPTION
 LX1976
 LX1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1976'13.6 KM (8.45 MI) SOUTH FROM CANAAN.
 LX1976'0.7 KM (0.45 MI) EAST ALONG U.S HIGHWAY 44 FROM THE POST OFFICE IN
 LX1976'CANAAN, THENCE 12.9 KM (8.0 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1976'ON THE RIGHT, IN TOP OF A SMALL ROCK CUT, 5.94 METERS (19.5 FT) WEST
 LX1976'OF THE CENTERLINE OF THE HIGHWAY, 18.62 METERS (61.1 FT) SOUTHWEST OF
 LX1976'AND ACROSS THE HIGHWAY FROM UTILITY POLE 1903.
 LX1976'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LX1976'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LX1976
 LX1976                          STATION RECOVERY (1985)
 LX1976
 LX1976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1952 ***********************************************************************
 LX1952  DESIGNATION -  K 59
 LX1952  PID         -  LX1952
 LX1952  STATE/COUNTY-  CT/LITCHFIELD
 LX1952  USGS QUAD   -  ELLSWORTH (1969)
 LX1952
 LX1952                         *CURRENT SURVEY CONTROL
 LX1952  ___________________________________________________________________
 LX1952* NAD 83(1986)-  41 46 10.     (N)    073 25 31.     (W)     SCALED    
 LX1952* NAVD 88     -       167.781  (meters)     550.46   (feet)  ADJUSTED  
 LX1952  ___________________________________________________________________
 LX1952  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX1952  DYNAMIC HT  -         167.720 (meters)     550.26  (feet)  COMP
 LX1952  MODELED GRAV-     980,255.8   (mgal)                       NAVD 88
 LX1952
 LX1952  VERT ORDER  -  FIRST     CLASS II
 LX1952
 LX1952.The horizontal coordinates were scaled from a topographic map and have
 LX1952.an estimated accuracy of +/- 6 seconds.
 LX1952
 LX1952.The orthometric height was determined by differential leveling
 LX1952.and adjusted by the National Geodetic Survey in June 1991..
 LX1952
 LX1952.The geoid height was determined by GEOID03.
 LX1952
 LX1952.The dynamic height is computed by dividing the NAVD 88
 LX1952.geopotential number by the normal gravity value computed on the
 LX1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1952.degrees latitude (g = 980.6199 gals.).
 LX1952
 LX1952.The modeled gravity was interpolated from observed gravity values.
 LX1952
 LX1952;                    North         East    Units  Estimated Accuracy
 LX1952;SPC CT       -   256,580.      248,650.      MT  (+/- 180 meters Scaled)
 LX1952
 LX1952                          SUPERSEDED SURVEY CONTROL
 LX1952
 LX1952.No superseded survey control is available for this station.
 LX1952
 LX1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM308253(NAD 83)
 LX1952_MARKER: DB = BENCH MARK DISK
 LX1952_SETTING: 66 = SET IN ROCK OUTCROP
 LX1952_SP_SET: ROCK OUTCROP
 LX1952_STAMPING: K 59 1984
 LX1952_MARK LOGO: NGS   
 LX1952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1952+STABILITY: POSITION/ELEVATION WELL
 LX1952
 LX1952  HISTORY     - Date     Condition        Report By
 LX1952  HISTORY     - 1984     MONUMENTED       NGS
 LX1952
 LX1952                          STATION DESCRIPTION
 LX1952
 LX1952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1952'7.7 KM (4.8 MI) SOUTH FROM CORNWALL BRIDGE.
 LX1952'7.7 KM (4.8 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1952'CORNWALL BRIDGE TO THE MARK ON THE RIGHT, IN THE LAWN OF A SMALL RED
 LX1952'FRAME HOUSE, IN TOP AND CENTER OF A LARGE ROCK OUTCROP, ALSO 7.1 KM
 LX1952'(4.4 MI) NORTH ALONG HIGHWAY 7 FROM THE JUNCTION OF STATE HIGHWAY 341
 LX1952'IN KENT, 11.28 METERS (37.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX1952'HIGHWAY, 7.10 METERS (23.3 FT) EAST OF THE EAST CORNER OF THE HOUSE.
 LX1952'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0111 ***********************************************************************
 LX0111  DESIGNATION -  K 5=99
 LX0111  PID         -  LX0111
 LX0111  STATE/COUNTY-  CT/NEW LONDON
 LX0111  USGS QUAD   -  OLD LYME (1976)
 LX0111
 LX0111                         *CURRENT SURVEY CONTROL
 LX0111  ___________________________________________________________________
 LX0111* NAD 83(1986)-  41 18 02.     (N)    072 19 19.     (W)     SCALED    
 LX0111* NAVD 88     -         9.882  (meters)      32.42   (feet)  POSTED    
 LX0111  ___________________________________________________________________
 LX0111  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX0111  DYNAMIC HT  -           9.880 (meters)      32.41  (feet)  COMP
 LX0111  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX0111
 LX0111  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0111
 LX0111.The horizontal coordinates were scaled from a topographic map and have
 LX0111.an estimated accuracy of +/- 6 seconds.
 LX0111
 LX0111.The orthometric height was determined by differential leveling
 LX0111.and adjusted by the National Geodetic Survey in 1992..
 LX0111.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0111.rate of 0.0 thru 1.0 mm/km.
 LX0111
 LX0111.The geoid height was determined by GEOID03.
 LX0111
 LX0111.The dynamic height is computed by dividing the NAVD 88
 LX0111.geopotential number by the normal gravity value computed on the
 LX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0111.degrees latitude (g = 980.6199 gals.).
 LX0111
 LX0111.The modeled gravity was interpolated from observed gravity values.
 LX0111
 LX0111;                    North         East    Units  Estimated Accuracy
 LX0111;SPC CT       -   204,380.      340,650.      MT  (+/- 180 meters Scaled)
 LX0111
 LX0111                          SUPERSEDED SURVEY CONTROL
 LX0111
 LX0111.No superseded survey control is available for this station.
 LX0111
 LX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL242755(NAD 83)
 LX0111_MARKER: DD = SURVEY DISK
 LX0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0111_SP_SET: ABUTMENT
 LX0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0111
 LX0111  HISTORY     - Date     Condition        Report By
 LX0111  HISTORY     - UNK      MONUMENTED       DOD
 LX0111  HISTORY     - 1934     GOOD             NGS
 LX0111  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0111  HISTORY     - 1987     GOOD             USPSQD
 LX0111  HISTORY     - 19891216 MARK NOT FOUND   USPSQD
 LX0111  HISTORY     - 19901206 MARK NOT FOUND   USPSQD
 LX0111
 LX0111                          STATION DESCRIPTION
 LX0111
 LX0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0111'AT LYME.
 LX0111'AT LYME, NEW LONDON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0111'HARTFORD RAILROAD, AT BRIDGE 36.27 (AN OVERHEAD HIGHWAY CROSSING),
 LX0111'ON THE EAST CORNER OF THE BOTTOM STEP OF THE SOUTHEAST WING
 LX0111'WALL OF THE SOUTHWEST ABUTMENT, 5 FEET SOUTHWEST OF THE SOUTHWEST
 LX0111'RAIL, AND ABOUT 1-1/2 FEET HIGHER THAN THE TRACK.  A KNOB CUT
 LX0111'IN THE STONE.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1934 THAT
 LX0111'BRIDGE 36.27 IS UNMARKED BUT THERE IS ONLY ONE OVERHEAD HIGHWAY
 LX0111'CROSSING IN THIS LOCALITY.
 LX0111
 LX0111                          STATION RECOVERY (1965)
 LX0111
 LX0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0111'MARK NOT FOUND.
 LX0111
 LX0111                          STATION RECOVERY (1987)
 LX0111
 LX0111'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0111'RECOVERED IN GOOD CONDITION.
 LX0111
 LX0111                          STATION RECOVERY (1989)
 LX0111
 LX0111'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0111'MARK NOT FOUND.
 LX0111
 LX0111                          STATION RECOVERY (1990)
 LX0111
 LX0111'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0704 ***********************************************************************
 LW0704  DESIGNATION -  K 6
 LW0704  PID         -  LW0704
 LW0704  STATE/COUNTY-  CT/NEW LONDON
 LW0704  USGS QUAD   -  MYSTIC (1984)
 LW0704
 LW0704                         *CURRENT SURVEY CONTROL
 LW0704  ___________________________________________________________________
 LW0704* NAD 83(1986)-  41 19 35.     (N)    071 59 23.     (W)     SCALED    
 LW0704* NAVD 88     -         5.631  (meters)      18.47   (feet)  ADJUSTED  
 LW0704  ___________________________________________________________________
 LW0704  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW0704  DYNAMIC HT  -           5.629 (meters)      18.47  (feet)  COMP
 LW0704  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0704
 LW0704  VERT ORDER  -  FIRST     CLASS I
 LW0704
 LW0704.The horizontal coordinates were scaled from a topographic map and have
 LW0704.an estimated accuracy of +/- 6 seconds.
 LW0704
 LW0704.The orthometric height was determined by differential leveling
 LW0704.and adjusted by the National Geodetic Survey in June 1991..
 LW0704
 LW0704.The geoid height was determined by GEOID03.
 LW0704
 LW0704.The dynamic height is computed by dividing the NAVD 88
 LW0704.geopotential number by the normal gravity value computed on the
 LW0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0704.degrees latitude (g = 980.6199 gals.).
 LW0704
 LW0704.The modeled gravity was interpolated from observed gravity values.
 LW0704
 LW0704;                    North         East    Units  Estimated Accuracy
 LW0704;SPC CT       -   207,440.      368,450.      MT  (+/- 180 meters Scaled)
 LW0704
 LW0704                          SUPERSEDED SURVEY CONTROL
 LW0704
 LW0704  NGVD 29 (??/??/92)    5.923  (m)           19.43   (f) ADJ UNCH    1 1
 LW0704
 LW0704.Superseded values are not recommended for survey control.
 LW0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0704.See file dsdata.txt to determine how the superseded data were derived.
 LW0704
 LW0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF497793(NAD 83)
 LW0704_MARKER: DB = BENCH MARK DISK
 LW0704_SETTING: 66 = SET IN ROCK OUTCROP
 LW0704_SP_SET: ROCK LEDGE
 LW0704_STAMPING: K 6 1922 ELEV 19.432 FT
 LW0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0704+STABILITY: POSITION/ELEVATION WELL
 LW0704
 LW0704  HISTORY     - Date     Condition        Report By
 LW0704  HISTORY     - 1922     MONUMENTED       CGS
 LW0704  HISTORY     - 1965     GOOD             NGS
 LW0704  HISTORY     - 1984     GOOD             USPSQD
 LW0704  HISTORY     - 1987     GOOD             USPSQD
 LW0704  HISTORY     - 19900626 MARK NOT FOUND   USPSQD
 LW0704  HISTORY     - 19901221 MARK NOT FOUND   USPSQD
 LW0704
 LW0704                          STATION DESCRIPTION
 LW0704
 LW0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0704'0.6 MI NE FROM NOANK.
 LW0704'0.6 MILE NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0704'RAILROAD FROM THE OVERPASS FOR STATE HIGHWAY 215, SET ON THE TOP
 LW0704'OF THE NORTHWEST END OF A LOW ROCK LEDGE, 375 FEET NORTHEAST
 LW0704'OF MILEPOST B 99 NH 58, NEAR THE NORTHWEST FACE OF A 4 FOOT
 LW0704'HIGH ROCK CUT, 152 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LW0704'OVERHEAD CROSSING OF MOSHER AVENUE, 11.1 FEET SOUTHEAST OF THE
 LW0704'SOUTHEAST RAIL OF THE SOUTHEAST TRACK AND 1 FOOT ABOVE THE LEVEL
 LW0704'OF THE TRACK.  NOTE-- MARK MAY BE REACHED BY GOING 0.6 MILE
 LW0704'NORTHEAST ALONG STATE HIGHWAY 215 FROM THE OVERPASS OVER THE
 LW0704'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, THENCE 0.1 MILE
 LW0704'SOUTHEAST ALONG MOSHER AVENUE, THENCE 152 FEET SOUTHWEST ALONG
 LW0704'TRACKS TO MARK.
 LW0704
 LW0704                          STATION RECOVERY (1984)
 LW0704
 LW0704'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0704'RECOVERED IN GOOD CONDITION.
 LW0704
 LW0704                          STATION RECOVERY (1987)
 LW0704
 LW0704'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0704'RECOVERED IN GOOD CONDITION.
 LW0704
 LW0704                          STATION RECOVERY (1990)
 LW0704
 LW0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMA)
 LW0704'MARK NOT FOUND.
 LW0704
 LW0704                          STATION RECOVERY (1990)
 LW0704
 LW0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1935 ***********************************************************************
 LX1935  DESIGNATION -  K 62
 LX1935  PID         -  LX1935
 LX1935  STATE/COUNTY-  CT/LITCHFIELD
 LX1935  USGS QUAD   -  KENT (1971)
 LX1935
 LX1935                         *CURRENT SURVEY CONTROL
 LX1935  ___________________________________________________________________
 LX1935* NAD 83(1986)-  41 39 34.     (N)    073 29 22.     (W)     SCALED    
 LX1935* NAVD 88     -        96.395  (meters)     316.26   (feet)  ADJUSTED  
 LX1935  ___________________________________________________________________
 LX1935  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX1935  DYNAMIC HT  -          96.362 (meters)     316.15  (feet)  COMP
 LX1935  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LX1935
 LX1935  VERT ORDER  -  FIRST     CLASS II
 LX1935
 LX1935.The horizontal coordinates were scaled from a topographic map and have
 LX1935.an estimated accuracy of +/- 6 seconds.
 LX1935
 LX1935.The orthometric height was determined by differential leveling
 LX1935.and adjusted by the National Geodetic Survey in June 1991..
 LX1935
 LX1935.The geoid height was determined by GEOID03.
 LX1935
 LX1935.The dynamic height is computed by dividing the NAVD 88
 LX1935.geopotential number by the normal gravity value computed on the
 LX1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1935.degrees latitude (g = 980.6199 gals.).
 LX1935
 LX1935.The modeled gravity was interpolated from observed gravity values.
 LX1935
 LX1935;                    North         East    Units  Estimated Accuracy
 LX1935;SPC CT       -   244,410.      243,210.      MT  (+/- 180 meters Scaled)
 LX1935
 LX1935                          SUPERSEDED SURVEY CONTROL
 LX1935
 LX1935.No superseded survey control is available for this station.
 LX1935
 LX1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM257130(NAD 83)
 LX1935_MARKER: DB = BENCH MARK DISK
 LX1935_SETTING: 66 = SET IN ROCK OUTCROP
 LX1935_SP_SET: ROCK OUTCROP
 LX1935_STAMPING: K 62 1984
 LX1935_MARK LOGO: NGS   
 LX1935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1935+STABILITY: POSITION/ELEVATION WELL
 LX1935
 LX1935  HISTORY     - Date     Condition        Report By
 LX1935  HISTORY     - 1984     MONUMENTED       NGS
 LX1935
 LX1935                          STATION DESCRIPTION
 LX1935
 LX1935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1935'1.7 KM (1.05 MI) NW FROM GAYLORDSVILLE.
 LX1935'1.7 KM (1.05 MI) NORTHWEST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1935'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE RIGHT, IN TOP OF
 LX1935'EXPOSED ROCK OUTCROP, JUST SOUTHEAST OF THE JUNCTION OF GROVE ROAD AND
 LX1935'ACROSS THE HIGHWAY FROM THE ENTRANCE TO CONNECTICUT LIGHT AND POWER,
 LX1935'BULLS BRIDGE PLANT, 6.40 METERS (21.0 FT) NORTHEAST OF THE CENTERLINE
 LX1935'OF THE HIGHWAY, 32.00 METERS (105.0 FT) SOUTHEAST OF THE CENTER OF
 LX1935'GROVE ROAD.
 LX1935'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 LX1935'THE MARK IS 1.46 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2072 ***********************************************************************
 LX2072  DESIGNATION -  K 63
 LX2072  PID         -  LX2072
 LX2072  STATE/COUNTY-  CT/TOLLAND
 LX2072  USGS QUAD   -  ELLINGTON (1984)
 LX2072
 LX2072                         *CURRENT SURVEY CONTROL
 LX2072  ___________________________________________________________________
 LX2072* NAD 83(1986)-  41 59 07.     (N)    072 26 43.     (W)     SCALED    
 LX2072* NAVD 88     -        80.106  (meters)     262.81   (feet)  ADJUSTED  
 LX2072  ___________________________________________________________________
 LX2072  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2072  DYNAMIC HT  -          80.081 (meters)     262.73  (feet)  COMP
 LX2072  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 LX2072
 LX2072  VERT ORDER  -  FIRST     CLASS II
 LX2072
 LX2072.The horizontal coordinates were scaled from a topographic map and have
 LX2072.an estimated accuracy of +/- 6 seconds.
 LX2072
 LX2072.The orthometric height was determined by differential leveling
 LX2072.and adjusted by the National Geodetic Survey in June 1991..
 LX2072
 LX2072.The geoid height was determined by GEOID03.
 LX2072
 LX2072.The dynamic height is computed by dividing the NAVD 88
 LX2072.geopotential number by the normal gravity value computed on the
 LX2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2072.degrees latitude (g = 980.6199 gals.).
 LX2072
 LX2072.The modeled gravity was interpolated from observed gravity values.
 LX2072
 LX2072;                    North         East    Units  Estimated Accuracy
 LX2072;SPC CT       -   280,380.      330,050.      MT  (+/- 180 meters Scaled)
 LX2072
 LX2072                          SUPERSEDED SURVEY CONTROL
 LX2072
 LX2072.No superseded survey control is available for this station.
 LX2072
 LX2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM116512(NAD 83)
 LX2072_MARKER: I = METAL ROD
 LX2072_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2072_SP_SET: STAINLESS STEEL ROD
 LX2072_STAMPING: K 63 1984
 LX2072_MARK LOGO: NGS   
 LX2072_PROJECTION: FLUSH
 LX2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2072_ROD/PIPE-DEPTH: 6.4  meters
 LX2072
 LX2072  HISTORY     - Date     Condition        Report By
 LX2072  HISTORY     - 1984     MONUMENTED       NGS
 LX2072  HISTORY     - 1986     GOOD             NGS
 LX2072  HISTORY     - 20041016 GOOD             GEOCAC
 LX2072
 LX2072                          STATION DESCRIPTION
 LX2072
 LX2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2072'IN SOMERS.
 LX2072'IN SOMERS, ALONG STATE HIGHWAY 190, IN THE LAWN OF THE TOWN HALL,
 LX2072'11.00 METERS (36.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE TOWN
 LX2072'HALL BUILDING, 4.15 METERS (13.6 FT) NORTH OF THE NORTH FACE OF A
 LX2072'STONE MEMORIAL MONUMENT, 1.86 METERS (6.1 FT) SOUTH OF THE SOUTH EDGE
 LX2072'OF THE SIDEWALK THAT PARALLELS THE HIGHWAY.
 LX2072'THE MARK IS 0.1 M ABOVE HIGHWAY.
 LX2072
 LX2072                          STATION RECOVERY (1986)
 LX2072
 LX2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2072'RECOVERED IN GOOD CONDITION.
 LX2072
 LX2072                          STATION RECOVERY (2004)
 LX2072
 LX2072'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2119 ***********************************************************************
 LX2119  DESIGNATION -  K 64
 LX2119  PID         -  LX2119
 LX2119  STATE/COUNTY-  CT/NEW LONDON
 LX2119  USGS QUAD   -  NORWICH (1983)
 LX2119
 LX2119                         *CURRENT SURVEY CONTROL
 LX2119  ___________________________________________________________________
 LX2119* NAD 83(1986)-  41 36 32.     (N)    072 01 18.     (W)     SCALED    
 LX2119* NAVD 88     -        87.504  (meters)     287.09   (feet)  ADJUSTED  
 LX2119  ___________________________________________________________________
 LX2119  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX2119  DYNAMIC HT  -          87.474 (meters)     286.99  (feet)  COMP
 LX2119  MODELED GRAV-     980,287.7   (mgal)                       NAVD 88
 LX2119
 LX2119  VERT ORDER  -  FIRST     CLASS II
 LX2119
 LX2119.The horizontal coordinates were scaled from a topographic map and have
 LX2119.an estimated accuracy of +/- 6 seconds.
 LX2119
 LX2119.The orthometric height was determined by differential leveling
 LX2119.and adjusted by the National Geodetic Survey in June 1991..
 LX2119
 LX2119.The geoid height was determined by GEOID03.
 LX2119
 LX2119.The dynamic height is computed by dividing the NAVD 88
 LX2119.geopotential number by the normal gravity value computed on the
 LX2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2119.degrees latitude (g = 980.6199 gals.).
 LX2119
 LX2119.The modeled gravity was interpolated from observed gravity values.
 LX2119
 LX2119;                    North         East    Units  Estimated Accuracy
 LX2119;SPC CT       -   238,790.      365,510.      MT  (+/- 180 meters Scaled)
 LX2119
 LX2119                          SUPERSEDED SURVEY CONTROL
 LX2119
 LX2119.No superseded survey control is available for this station.
 LX2119
 LX2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM481106(NAD 83)
 LX2119_MARKER: DB = BENCH MARK DISK
 LX2119_SETTING: 66 = SET IN ROCK OUTCROP
 LX2119_SP_SET: ROCK OUTCROP
 LX2119_STAMPING: K 64 1984
 LX2119_MARK LOGO: NGS   
 LX2119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2119+STABILITY: POSITION/ELEVATION WELL
 LX2119
 LX2119  HISTORY     - Date     Condition        Report By
 LX2119  HISTORY     - 1984     MONUMENTED       NGS
 LX2119  HISTORY     - 19901008 GOOD             USPSQD
 LX2119  HISTORY     - 20060523 GOOD             USPSQD
 LX2119
 LX2119                          STATION DESCRIPTION
 LX2119
 LX2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2119'3.5 KM (2.15 MI) WEST FROM JEWETT CITY.
 LX2119'3.5 KM (2.15 MI) WEST ALONG STATE HIGHWAY 138 WEST FROM THE JUNCTION
 LX2119'OF STATE HIGHWAY 12 IN JEWETT CITY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2119'BEDROCK, 0.9 KM (0.55 MI) SOUTH OF THE JUNCTION OF KINSMAN ROAD,
 LX2119'6.70 METERS (22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 17.67
 LX2119'METERS (58.0 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 577,
 LX2119'2.43 METERS (8.0 FT) NORTHWEST OF A 15-CM (6-IN) CEDAR TREE.
 LX2119'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LX2119'THE MARK IS 1.7 M ABOVE HIGHWAY.
 LX2119
 LX2119                          STATION RECOVERY (1990)
 LX2119
 LX2119'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2119'RECOVERED IN GOOD CONDITION.
 LX2119
 LX2119                          STATION RECOVERY (2006)
 LX2119
 LX2119'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX2119'FOUND GOOD.  WITNESS POST IS BROKEN OFF.  CEDAR TREE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2149 ***********************************************************************
 LX2149  DESIGNATION -  K 65
 LX2149  PID         -  LX2149
 LX2149  STATE/COUNTY-  CT/TOLLAND
 LX2149  USGS QUAD   -  COLUMBIA (1984)
 LX2149
 LX2149                         *CURRENT SURVEY CONTROL
 LX2149  ___________________________________________________________________
 LX2149* NAD 83(1986)-  41 43 22.     (N)    072 17 43.     (W)     SCALED    
 LX2149* NAVD 88     -        99.199  (meters)     325.46   (feet)  ADJUSTED  
 LX2149  ___________________________________________________________________
 LX2149  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX2149  DYNAMIC HT  -          99.165 (meters)     325.34  (feet)  COMP
 LX2149  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LX2149
 LX2149  VERT ORDER  -  FIRST     CLASS II
 LX2149
 LX2149.The horizontal coordinates were scaled from a topographic map and have
 LX2149.an estimated accuracy of +/- 6 seconds.
 LX2149
 LX2149.The orthometric height was determined by differential leveling
 LX2149.and adjusted by the National Geodetic Survey in June 1991..
 LX2149
 LX2149.The geoid height was determined by GEOID03.
 LX2149
 LX2149.The dynamic height is computed by dividing the NAVD 88
 LX2149.geopotential number by the normal gravity value computed on the
 LX2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2149.degrees latitude (g = 980.6199 gals.).
 LX2149
 LX2149.The modeled gravity was interpolated from observed gravity values.
 LX2149
 LX2149;                    North         East    Units  Estimated Accuracy
 LX2149;SPC CT       -   251,280.      342,640.      MT  (+/- 180 meters Scaled)
 LX2149
 LX2149                          SUPERSEDED SURVEY CONTROL
 LX2149
 LX2149.No superseded survey control is available for this station.
 LX2149
 LX2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM249225(NAD 83)
 LX2149_MARKER: DB = BENCH MARK DISK
 LX2149_SETTING: 66 = SET IN ROCK OUTCROP
 LX2149_SP_SET: ROCK OUTCROP
 LX2149_STAMPING: K 65 1984
 LX2149_MARK LOGO: NGS   
 LX2149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2149+STABILITY: POSITION/ELEVATION WELL
 LX2149
 LX2149  HISTORY     - Date     Condition        Report By
 LX2149  HISTORY     - 1984     MONUMENTED       NGS
 LX2149  HISTORY     - 1986     GOOD             NGS
 LX2149
 LX2149                          STATION DESCRIPTION
 LX2149
 LX2149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2149'6.9 KM (4.3 MI) WEST FROM WILLIMANTIC.
 LX2149'6.9 KM (4.3 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2149'WILLIMANTIC TO THE MARK ON THE LEFT, IN TOP OF A 1.8 BY 2.4 METER (6
 LX2149'BY 8 FT) ROCK OUTCROP, 6.70 METERS (22.0 FT) SOUTH OF THE CENTERLINE
 LX2149'OF THE HIGHWAY, 24.38 METERS (80.0 FT) NORTHEAST OF THE NORTHEAST
 LX2149'CORNER OF A ONE STORY FRAME HOUSE, 8.50 METERS (27.9 FT)
 LX2149'EAST-NORTHEAST OF UTILITY POLE 761.
 LX2149'THE MARK IS 0.20 METERS  N FROM A WITNESS POST.
 LX2149'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX2149
 LX2149                          STATION RECOVERY (1986)
 LX2149
 LX2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2107 ***********************************************************************
 LX2107  DESIGNATION -  K 66
 LX2107  PID         -  LX2107
 LX2107  STATE/COUNTY-  CT/TOLLAND
 LX2107  USGS QUAD   -  EASTFORD (1983)
 LX2107
 LX2107                         *CURRENT SURVEY CONTROL
 LX2107  ___________________________________________________________________
 LX2107* NAD 83(1986)-  41 59 04.     (N)    072 06 23.     (W)     SCALED    
 LX2107* NAVD 88     -       248.266  (meters)     814.52   (feet)  ADJUSTED  
 LX2107  ___________________________________________________________________
 LX2107  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2107  DYNAMIC HT  -         248.186 (meters)     814.26  (feet)  COMP
 LX2107  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 LX2107
 LX2107  VERT ORDER  -  FIRST     CLASS II
 LX2107
 LX2107.The horizontal coordinates were scaled from a topographic map and have
 LX2107.an estimated accuracy of +/- 6 seconds.
 LX2107
 LX2107.The orthometric height was determined by differential leveling
 LX2107.and adjusted by the National Geodetic Survey in June 1991..
 LX2107
 LX2107.The geoid height was determined by GEOID03.
 LX2107
 LX2107.The dynamic height is computed by dividing the NAVD 88
 LX2107.geopotential number by the normal gravity value computed on the
 LX2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2107.degrees latitude (g = 980.6199 gals.).
 LX2107
 LX2107.The modeled gravity was interpolated from observed gravity values.
 LX2107
 LX2107;                    North         East    Units  Estimated Accuracy
 LX2107;SPC CT       -   280,440.      358,140.      MT  (+/- 180 meters Scaled)
 LX2107
 LX2107                          SUPERSEDED SURVEY CONTROL
 LX2107
 LX2107.No superseded survey control is available for this station.
 LX2107
 LX2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM397521(NAD 83)
 LX2107_MARKER: DB = BENCH MARK DISK
 LX2107_SETTING: 66 = SET IN ROCK OUTCROP
 LX2107_SP_SET: ROCK OUTCROP
 LX2107_STAMPING: K 66 1984
 LX2107_MARK LOGO: NGS   
 LX2107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2107+STABILITY: POSITION/ELEVATION WELL
 LX2107
 LX2107  HISTORY     - Date     Condition        Report By
 LX2107  HISTORY     - 1984     MONUMENTED       NGS
 LX2107
 LX2107                          STATION DESCRIPTION
 LX2107
 LX2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2107'5.1 KM (3.15 MI) EAST FROM UNION.
 LX2107'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2107'CHURCH OF UNION IN UNION, THENCE 3.8 KM (2.35 MI) EAST ALONG STATE
 LX2107'HIGHWAY 171, THENCE 0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 197 TO
 LX2107'THE MARK ON THE RIGHT, IN TOP OF A SMALL ROCK OUTCROP, 6.86 METERS
 LX2107'(22.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.20 METERS
 LX2107'(63.0 FT) SOUTHEAST OF UTILITY POLE 1509, 0.55 METER (1.8 FT)
 LX2107'SOUTHEAST OF THE NORTHWEST EDGE OF THE ROCK.
 LX2107'THE MARK IS 0.52 METERS  NW FROM A WITNESS POST.
 LX2107'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2213 ***********************************************************************
 LX2213  DESIGNATION -  K 67
 LX2213  PID         -  LX2213
 LX2213  STATE/COUNTY-  CT/MIDDLESEX
 LX2213  USGS QUAD   -  MIDDLETOWN (1992)
 LX2213
 LX2213                         *CURRENT SURVEY CONTROL
 LX2213  ___________________________________________________________________
 LX2213* NAD 83(1986)-  41 32 54.     (N)    072 38 23.     (W)     SCALED    
 LX2213* NAVD 88     -        15.544  (meters)      51.00   (feet)  ADJUSTED  
 LX2213  ___________________________________________________________________
 LX2213  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2213  DYNAMIC HT  -          15.539 (meters)      50.98  (feet)  COMP
 LX2213  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 LX2213
 LX2213  VERT ORDER  -  FIRST     CLASS II
 LX2213
 LX2213.The horizontal coordinates were scaled from a topographic map and have
 LX2213.an estimated accuracy of +/- 6 seconds.
 LX2213
 LX2213.The orthometric height was determined by differential leveling
 LX2213.and adjusted by the National Geodetic Survey in June 1991..
 LX2213
 LX2213.The geoid height was determined by GEOID03.
 LX2213
 LX2213.The dynamic height is computed by dividing the NAVD 88
 LX2213.geopotential number by the normal gravity value computed on the
 LX2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2213.degrees latitude (g = 980.6199 gals.).
 LX2213
 LX2213.The modeled gravity was interpolated from observed gravity values.
 LX2213
 LX2213;                    North         East    Units  Estimated Accuracy
 LX2213;SPC CT       -   231,810.      314,000.      MT  (+/- 180 meters Scaled)
 LX2213
 LX2213                          SUPERSEDED SURVEY CONTROL
 LX2213
 LX2213.No superseded survey control is available for this station.
 LX2213
 LX2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM968023(NAD 83)
 LX2213_MARKER: DB = BENCH MARK DISK
 LX2213_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2213_SP_SET: RETAINING WALL
 LX2213_STAMPING: K 67 1984
 LX2213_MARK LOGO: NGS   
 LX2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2213+STABILITY: SURFACE MOTION
 LX2213
 LX2213  HISTORY     - Date     Condition        Report By
 LX2213  HISTORY     - 1984     MONUMENTED       NGS
 LX2213
 LX2213                          STATION DESCRIPTION
 LX2213
 LX2213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2213'1.6 KM (1.0 MI) SOUTH FROM MIDDLETOWN.
 LX2213'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2213'MIDDLETOWN TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST END OF A
 LX2213'RETAINING WALL PARALLEL TO THE HIGHWAY, 10.06 METERS (33.0 FT)
 LX2213'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.41 METERS (44.0 FT)
 LX2213'NORTHWEST OF THE CENTER OF MILL STREET, 0.67 METER (2.2 FT) NORTHWEST
 LX2213'OF THE SOUTHEAST END OF THE RETAINING WALL.
 LX2213'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2191 ***********************************************************************
 LX2191  DESIGNATION -  K 68
 LX2191  PID         -  LX2191
 LX2191  STATE/COUNTY-  CT/HARTFORD
 LX2191  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2191
 LX2191                         *CURRENT SURVEY CONTROL
 LX2191  ___________________________________________________________________
 LX2191* NAD 83(1986)-  41 46 10.     (N)    072 39 47.     (W)     SCALED    
 LX2191* NAVD 88     -        12.988  (meters)      42.61   (feet)  ADJUSTED  
 LX2191  ___________________________________________________________________
 LX2191  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2191  DYNAMIC HT  -          12.984 (meters)      42.60  (feet)  COMP
 LX2191  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 LX2191
 LX2191  VERT ORDER  -  FIRST     CLASS II
 LX2191
 LX2191.The horizontal coordinates were scaled from a topographic map and have
 LX2191.an estimated accuracy of +/- 6 seconds.
 LX2191
 LX2191.The orthometric height was determined by differential leveling
 LX2191.and adjusted by the National Geodetic Survey in June 1991..
 LX2191
 LX2191.The geoid height was determined by GEOID03.
 LX2191
 LX2191.The dynamic height is computed by dividing the NAVD 88
 LX2191.geopotential number by the normal gravity value computed on the
 LX2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2191.degrees latitude (g = 980.6199 gals.).
 LX2191
 LX2191.The modeled gravity was interpolated from observed gravity values.
 LX2191
 LX2191;                    North         East    Units  Estimated Accuracy
 LX2191;SPC CT       -   256,370.      312,030.      MT  (+/- 180 meters Scaled)
 LX2191
 LX2191                          SUPERSEDED SURVEY CONTROL
 LX2191
 LX2191.No superseded survey control is available for this station.
 LX2191
 LX2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM942268(NAD 83)
 LX2191_MARKER: DB = BENCH MARK DISK
 LX2191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2191_SP_SET: BRIDGE ABUTMENT
 LX2191_STAMPING: K 68 1984
 LX2191_MARK LOGO: NGS   
 LX2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2191+STABILITY: SURFACE MOTION
 LX2191
 LX2191  HISTORY     - Date     Condition        Report By
 LX2191  HISTORY     - 1984     MONUMENTED       NGS
 LX2191  HISTORY     - 1986     GOOD             NGS
 LX2191
 LX2191                          STATION DESCRIPTION
 LX2191
 LX2191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2191'IN EAST HARTFORD.
 LX2191'IN EAST HARTFORD, ALONG U.S. HIGHWAY 44, IN TOP OF THE NORTH BRIDGE
 LX2191'CURBING OF THE EAST ABUTMENT OF THE BULKELEY BRIDGE OVER THE
 LX2191'CONNECTICUT RIVER, 0.46 METER (1.5 FT) NORTH OF THE NORTH CURB,
 LX2191'1.70 METERS (5.6 FT) WEST OF THH EAST END OF THE BRIDGE.
 LX2191'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2191
 LX2191                          STATION RECOVERY (1986)
 LX2191
 LX2191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2249 ***********************************************************************
 LX2249  DESIGNATION -  K 69
 LX2249  PID         -  LX2249
 LX2249  STATE/COUNTY-  CT/MIDDLESEX
 LX2249  USGS QUAD   -  ESSEX (1977)
 LX2249
 LX2249                         *CURRENT SURVEY CONTROL
 LX2249  ___________________________________________________________________
 LX2249* NAD 83(1986)-  41 21 37.     (N)    072 25 28.     (W)     SCALED    
 LX2249* NAVD 88     -        16.113  (meters)      52.86   (feet)  ADJUSTED  
 LX2249  ___________________________________________________________________
 LX2249  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX2249  DYNAMIC HT  -          16.108 (meters)      52.85  (feet)  COMP
 LX2249  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LX2249
 LX2249  VERT ORDER  -  FIRST     CLASS II
 LX2249
 LX2249.The horizontal coordinates were scaled from a topographic map and have
 LX2249.an estimated accuracy of +/- 6 seconds.
 LX2249
 LX2249.The orthometric height was determined by differential leveling
 LX2249.and adjusted by the National Geodetic Survey in June 1991..
 LX2249
 LX2249.The geoid height was determined by GEOID03.
 LX2249
 LX2249.The dynamic height is computed by dividing the NAVD 88
 LX2249.geopotential number by the normal gravity value computed on the
 LX2249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2249.degrees latitude (g = 980.6199 gals.).
 LX2249
 LX2249.The modeled gravity was interpolated from observed gravity values.
 LX2249
 LX2249;                    North         East    Units  Estimated Accuracy
 LX2249;SPC CT       -   210,970.      332,040.      MT  (+/- 180 meters Scaled)
 LX2249
 LX2249                          SUPERSEDED SURVEY CONTROL
 LX2249
 LX2249.No superseded survey control is available for this station.
 LX2249
 LX2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL154819(NAD 83)
 LX2249_MARKER: DB = BENCH MARK DISK
 LX2249_SETTING: 66 = SET IN ROCK OUTCROP
 LX2249_SP_SET: ROCK OUTCROP
 LX2249_STAMPING: K 69 1984
 LX2249_MARK LOGO: NGS   
 LX2249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2249+STABILITY: POSITION/ELEVATION WELL
 LX2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2249+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX2249
 LX2249  HISTORY     - Date     Condition        Report By
 LX2249  HISTORY     - 1984     MONUMENTED       NGS
 LX2249  HISTORY     - 1989     GOOD             USPSQD
 LX2249  HISTORY     - 1991     GOOD             USPSQD
 LX2249  HISTORY     - 19940528 GOOD             USPSQD
 LX2249  HISTORY     - 19970210 GOOD             USPSQD
 LX2249  HISTORY     - 19991215 GOOD             USPSQD
 LX2249  HISTORY     - 20040101 GOOD             USPSQD
 LX2249
 LX2249                          STATION DESCRIPTION
 LX2249
 LX2249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2249'1.0 KM (0.65 MI) NORTH FROM CENTERBROOK.
 LX2249'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 9A (MIDDLESEX TURNPIKE)
 LX2249'FROM THE POST OFFICE IN CENTERBROOK TO THE MARK ON THE LEFT, ALONG THE
 LX2249'NORTH SIDE OF THE SOUTH BOUND LANE OF AN ON RAMP FOR STATE HIGHWAY 9,
 LX2249'7.4 METERS (24.5 FT) NORTH OF THE CENTER OF THE RAMP, 23.4 METERS
 LX2249'(77.0 FT) WEST OF THE WEST GUARD POST ON THE NORTH SIDE OF THE RAMP.
 LX2249'THE MARK IS 0.91 M ABOVE GROUND.
 LX2249
 LX2249                          STATION RECOVERY (1989)
 LX2249
 LX2249'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2249'RECOVERED IN GOOD CONDITION.
 LX2249
 LX2249                          STATION RECOVERY (1991)
 LX2249
 LX2249'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2249'RECOVERED IN GOOD CONDITION.
 LX2249
 LX2249                          STATION RECOVERY (1994)
 LX2249
 LX2249'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2249'RECOVERED IN GOOD CONDITION.
 LX2249
 LX2249                          STATION RECOVERY (1997)
 LX2249
 LX2249'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2249'RECOVERED IN GOOD CONDITION.
 LX2249
 LX2249                          STATION RECOVERY (1999)
 LX2249
 LX2249'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2249'RECOVERED IN GOOD CONDITION.
 LX2249
 LX2249                          STATION RECOVERY (2004)
 LX2249
 LX2249'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0538 ***********************************************************************
 LX0538  DESIGNATION -  K 7
 LX0538  PID         -  LX0538
 LX0538  STATE/COUNTY-  CT/HARTFORD
 LX0538  USGS QUAD   -  NEW BRITAIN (1992)
 LX0538
 LX0538                         *CURRENT SURVEY CONTROL
 LX0538  ___________________________________________________________________
 LX0538* NAD 83(1986)-  41 39 56.     (N)    072 48 25.     (W)     SCALED    
 LX0538* NAVD 88     -        69.963  (meters)     229.54   (feet)  POSTED    
 LX0538  ___________________________________________________________________
 LX0538  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX0538  DYNAMIC HT  -          69.940 (meters)     229.46  (feet)  COMP
 LX0538  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 LX0538
 LX0538  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0538
 LX0538.The horizontal coordinates were scaled from a topographic map and have
 LX0538.an estimated accuracy of +/- 6 seconds.
 LX0538
 LX0538.The orthometric height was determined by differential leveling
 LX0538.and adjusted by the National Geodetic Survey in 1992..
 LX0538.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0538.rate of 0.0 thru 1.0 mm/km.
 LX0538
 LX0538.The geoid height was determined by GEOID03.
 LX0538
 LX0538.The dynamic height is computed by dividing the NAVD 88
 LX0538.geopotential number by the normal gravity value computed on the
 LX0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0538.degrees latitude (g = 980.6199 gals.).
 LX0538
 LX0538.The modeled gravity was interpolated from observed gravity values.
 LX0538
 LX0538;                    North         East    Units  Estimated Accuracy
 LX0538;SPC CT       -   244,830.      300,060.      MT  (+/- 180 meters Scaled)
 LX0538
 LX0538                          SUPERSEDED SURVEY CONTROL
 LX0538
 LX0538  NGVD 29 (??/??/92)   70.233  (m)          230.42   (f) ADJ UNCH    1 2
 LX0538
 LX0538.Superseded values are not recommended for survey control.
 LX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0538.See file dsdata.txt to determine how the superseded data were derived.
 LX0538
 LX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM825149(NAD 83)
 LX0538_MARKER: DB = BENCH MARK DISK
 LX0538_SETTING: 66 = SET IN ROCK OUTCROP
 LX0538_SP_SET: ROCK LEDGE
 LX0538_STAMPING: ELEV 230.423 FT
 LX0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0538+STABILITY: POSITION/ELEVATION WELL
 LX0538
 LX0538  HISTORY     - Date     Condition        Report By
 LX0538  HISTORY     - UNK      MONUMENTED       CGS
 LX0538  HISTORY     - 1923     GOOD             NGS
 LX0538  HISTORY     - 1934     GOOD             LOCSUR
 LX0538
 LX0538                          STATION DESCRIPTION
 LX0538
 LX0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0538'1.4 MI W FROM NEW BRITAIN.
 LX0538'ABOUT 1.4 MI W OF NEW BRITAIN, HARTFORD COUNTY, ON THE NEW
 LX0538'YORK, NEW HAVEN AND HARTFORD RR, ABOUT 2 RAILS W OF OVERHEAD
 LX0538'CROSSING 2.13 AT CORBIN AVE., 51/2 RAILS E OF SIGNAL 857.5 FT
 LX0538'N OF THE N RAIL AND 3 FEET ABOVE THE GROUND, IN A ROCK LEDGE.
 LX0538'A STANDARD DISK, STAMPED ELEV. 230.423 FT.  NOTE-- 7.1 FT N OF
 LX0538'THE N RAIL, SIGNAL E 857, 1 FT HIGHER THAN THE TRACK, RAILS ARE
 LX0538'33 FT LONG.
 LX0538
 LX0538                          STATION RECOVERY (1934)
 LX0538
 LX0538'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2290 ***********************************************************************
 LX2290  DESIGNATION -  K 71
 LX2290  PID         -  LX2290
 LX2290  STATE/COUNTY-  CT/FAIRFIELD
 LX2290  USGS QUAD   -  POUND RIDGE (1971)
 LX2290
 LX2290                         *CURRENT SURVEY CONTROL
 LX2290  ___________________________________________________________________
 LX2290* NAD 83(1986)-  41 11 16.     (N)    073 30 43.     (W)     SCALED    
 LX2290* NAVD 88     -       144.232  (meters)     473.20   (feet)  ADJUSTED  
 LX2290  ___________________________________________________________________
 LX2290  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2290  DYNAMIC HT  -         144.182 (meters)     473.04  (feet)  COMP
 LX2290  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX2290
 LX2290  VERT ORDER  -  FIRST     CLASS II
 LX2290
 LX2290.The horizontal coordinates were scaled from a topographic map and have
 LX2290.an estimated accuracy of +/- 6 seconds.
 LX2290
 LX2290.The orthometric height was determined by differential leveling
 LX2290.and adjusted by the National Geodetic Survey in June 1991..
 LX2290
 LX2290.The geoid height was determined by GEOID03.
 LX2290
 LX2290.The dynamic height is computed by dividing the NAVD 88
 LX2290.geopotential number by the normal gravity value computed on the
 LX2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2290.degrees latitude (g = 980.6199 gals.).
 LX2290
 LX2290.The modeled gravity was interpolated from observed gravity values.
 LX2290
 LX2290;                    North         East    Units  Estimated Accuracy
 LX2290;SPC CT       -   192,050.      240,880.      MT  (+/- 180 meters Scaled)
 LX2290
 LX2290                          SUPERSEDED SURVEY CONTROL
 LX2290
 LX2290.No superseded survey control is available for this station.
 LX2290
 LX2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL247606(NAD 83)
 LX2290_MARKER: DB = BENCH MARK DISK
 LX2290_SETTING: 66 = SET IN ROCK OUTCROP
 LX2290_SP_SET: ROCK OUTCROP
 LX2290_STAMPING: K 71 1985
 LX2290_MARK LOGO: NGS   
 LX2290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2290+STABILITY: POSITION/ELEVATION WELL
 LX2290
 LX2290  HISTORY     - Date     Condition        Report By
 LX2290  HISTORY     - 1985     MONUMENTED       NGS
 LX2290  HISTORY     - 20040601 GOOD             NYDT
 LX2290
 LX2290                          STATION DESCRIPTION
 LX2290
 LX2290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2290'3.8 KM (2.35 MI) SE FROM POUND RIDGE NY.
 LX2290'2.6 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LX2290'IN POUND RIDGE, NY, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG LUKES WOOD
 LX2290'ROAD, THENCE 0.7 KM (0.45 MI) SOUTHEAST ALONG MICHIGAN ROAD TO THE
 LX2290'MARK ON THE LEFT, 4.8 METERS (16.0 FT) NORTH OF THE CENTER OF MICHIGAN
 LX2290'ROAD, 0.91 METERS (3.0 FT) WEST OF POWER POLE 6647.
 LX2290'THE MARK IS 1.0 METERS  NE FROM  A WITNESS POST
 LX2290'THE MARK IS 0.60 M ABOVE ROAD.
 LX2290
 LX2290                          STATION RECOVERY (2004)
 LX2290
 LX2290'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX2290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2274 ***********************************************************************
 LX2274  DESIGNATION -  K 72
 LX2274  PID         -  LX2274
 LX2274  STATE/COUNTY-  CT/FAIRFIELD
 LX2274  USGS QUAD   -  STAMFORD (1984)
 LX2274
 LX2274                         *CURRENT SURVEY CONTROL
 LX2274  ___________________________________________________________________
 LX2274* NAD 83(1986)-  41 05 49.     (N)    073 36 11.     (W)     SCALED    
 LX2274* NAVD 88     -        70.497  (meters)     231.29   (feet)  ADJUSTED  
 LX2274  ___________________________________________________________________
 LX2274  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX2274  DYNAMIC HT  -          70.473 (meters)     231.21  (feet)  COMP
 LX2274  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LX2274
 LX2274  VERT ORDER  -  FIRST     CLASS II
 LX2274
 LX2274.The horizontal coordinates were scaled from a topographic map and have
 LX2274.an estimated accuracy of +/- 6 seconds.
 LX2274
 LX2274.The orthometric height was determined by differential leveling
 LX2274.and adjusted by the National Geodetic Survey in June 1991..
 LX2274
 LX2274.The geoid height was determined by GEOID03.
 LX2274
 LX2274.The dynamic height is computed by dividing the NAVD 88
 LX2274.geopotential number by the normal gravity value computed on the
 LX2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2274.degrees latitude (g = 980.6199 gals.).
 LX2274
 LX2274.The modeled gravity was interpolated from observed gravity values.
 LX2274
 LX2274;                    North         East    Units  Estimated Accuracy
 LX2274;SPC CT       -   182,030.      233,130.      MT  (+/- 180 meters Scaled)
 LX2274
 LX2274                          SUPERSEDED SURVEY CONTROL
 LX2274
 LX2274.No superseded survey control is available for this station.
 LX2274
 LX2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL173504(NAD 83)
 LX2274_MARKER: DB = BENCH MARK DISK
 LX2274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2274_SP_SET: BRIDGE ABUTMENT
 LX2274_STAMPING: K 72 1985
 LX2274_MARK LOGO: NGS   
 LX2274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2274
 LX2274  HISTORY     - Date     Condition        Report By
 LX2274  HISTORY     - 1985     MONUMENTED       NGS
 LX2274
 LX2274                          STATION DESCRIPTION
 LX2274
 LX2274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2274'5.4 KM (3.35 MI) SW FROM STAMFORD.
 LX2274'5.4 KM (3.35 MI) SOUTHWEST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2274'FROM THE OVERPASS FOR STATE HIGHWAY 137 IN STAMFORD TO THE MARK ON THE
 LX2274'LEFT, IN THE TOP OF THE LOWER SOUTHWEST ABUTMENT OF THE STANWICH ROAD
 LX2274'OVERPASS OVER HIGHWAY 15, 0.12 METER (0.4 FT) SOUTH-SOUTHEAST OF THE
 LX2274'SOUTHEAST EDGE OF THE HIGHWAY, 0.18 METER (0.6 FT) NORTHEAST OF THE
 LX2274'SOUTHWEST END OF THE ABUTMENT.
 LX2274'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2319 ***********************************************************************
 LX2319  DESIGNATION -  K 73
 LX2319  PID         -  LX2319
 LX2319  STATE/COUNTY-  CT/FAIRFIELD
 LX2319  USGS QUAD   -  BOTSFORD (1984)
 LX2319
 LX2319                         *CURRENT SURVEY CONTROL
 LX2319  ___________________________________________________________________
 LX2319* NAD 83(1986)-  41 17 13.     (N)    073 20 15.     (W)     SCALED    
 LX2319* NAVD 88     -       107.587  (meters)     352.98   (feet)  ADJUSTED  
 LX2319  ___________________________________________________________________
 LX2319  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2319  DYNAMIC HT  -         107.551 (meters)     352.86  (feet)  COMP
 LX2319  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 LX2319
 LX2319  VERT ORDER  -  FIRST     CLASS II
 LX2319
 LX2319.The horizontal coordinates were scaled from a topographic map and have
 LX2319.an estimated accuracy of +/- 6 seconds.
 LX2319
 LX2319.The orthometric height was determined by differential leveling
 LX2319.and adjusted by the National Geodetic Survey in June 1991..
 LX2319
 LX2319.The geoid height was determined by GEOID03.
 LX2319
 LX2319.The dynamic height is computed by dividing the NAVD 88
 LX2319.geopotential number by the normal gravity value computed on the
 LX2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2319.degrees latitude (g = 980.6199 gals.).
 LX2319
 LX2319.The modeled gravity was interpolated from observed gravity values.
 LX2319
 LX2319;                    North         East    Units  Estimated Accuracy
 LX2319;SPC CT       -   202,940.      255,590.      MT  (+/- 180 meters Scaled)
 LX2319
 LX2319                          SUPERSEDED SURVEY CONTROL
 LX2319
 LX2319.No superseded survey control is available for this station.
 LX2319
 LX2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL392719(NAD 83)
 LX2319_MARKER: DB = BENCH MARK DISK
 LX2319_SETTING: 66 = SET IN ROCK OUTCROP
 LX2319_SP_SET: ROCK OUTCROP
 LX2319_STAMPING: K 73 1985
 LX2319_MARK LOGO: NGS   
 LX2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2319+STABILITY: POSITION/ELEVATION WELL
 LX2319
 LX2319  HISTORY     - Date     Condition        Report By
 LX2319  HISTORY     - 1985     MONUMENTED       NGS
 LX2319
 LX2319                          STATION DESCRIPTION
 LX2319
 LX2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2319'3.3 KM (2.05 MI) SOUTH FROM REDDING RIDGE.
 LX2319'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2319'CROSS HIGHWAY IN REDDING RIDGE, THENCE 1.0 KM (0.65 MI) SOUTHEAST
 LX2319'ALONG PINE TREE ROAD TO THE MARK ON THE LEFT, 4.2 METERS (14.0 FT)
 LX2319'NORTHEAST OF THE CENTERLINE OF PINE TREE ROAD, 8.3 METERS (27.5 FT)
 LX2319'NORTHEAST OF POWER POLE 14.
 LX2319'THE MARK IS 0.70 METERS  SE FROM  A WITNESS POST
 LX2319'THE MARK IS 0.61 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2349 ***********************************************************************
 LX2349  DESIGNATION -  K 74
 LX2349  PID         -  LX2349
 LX2349  STATE/COUNTY-  CT/FAIRFIELD
 LX2349  USGS QUAD   -  BOTSFORD (1984)
 LX2349
 LX2349                         *CURRENT SURVEY CONTROL
 LX2349  ___________________________________________________________________
 LX2349* NAD 83(1986)-  41 21 05.     (N)    073 15 37.     (W)     SCALED    
 LX2349* NAVD 88     -       143.609  (meters)     471.16   (feet)  ADJUSTED  
 LX2349  ___________________________________________________________________
 LX2349  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2349  DYNAMIC HT  -         143.560 (meters)     471.00  (feet)  COMP
 LX2349  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 LX2349
 LX2349  VERT ORDER  -  FIRST     CLASS II
 LX2349
 LX2349.The horizontal coordinates were scaled from a topographic map and have
 LX2349.an estimated accuracy of +/- 6 seconds.
 LX2349
 LX2349.The orthometric height was determined by differential leveling
 LX2349.and adjusted by the National Geodetic Survey in June 1991..
 LX2349
 LX2349.The geoid height was determined by GEOID03.
 LX2349
 LX2349.The dynamic height is computed by dividing the NAVD 88
 LX2349.geopotential number by the normal gravity value computed on the
 LX2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2349.degrees latitude (g = 980.6199 gals.).
 LX2349
 LX2349.The modeled gravity was interpolated from observed gravity values.
 LX2349
 LX2349;                    North         East    Units  Estimated Accuracy
 LX2349;SPC CT       -   210,060.      262,100.      MT  (+/- 180 meters Scaled)
 LX2349
 LX2349                          SUPERSEDED SURVEY CONTROL
 LX2349
 LX2349.No superseded survey control is available for this station.
 LX2349
 LX2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL455792(NAD 83)
 LX2349_MARKER: DB = BENCH MARK DISK
 LX2349_SETTING: 66 = SET IN ROCK OUTCROP
 LX2349_SP_SET: BEDROCK
 LX2349_STAMPING: K 74 1985
 LX2349_MARK LOGO: NGS   
 LX2349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2349+STABILITY: POSITION/ELEVATION WELL
 LX2349
 LX2349  HISTORY     - Date     Condition        Report By
 LX2349  HISTORY     - 1985     MONUMENTED       NGS
 LX2349
 LX2349                          STATION DESCRIPTION
 LX2349
 LX2349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2349'3.4 KM (2.1 MI) NW FROM UPPER STEPNEY.
 LX2349'3.4 KM (2.1 MI) NORTHWEST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2349'STATE HIGHWAY 59 IN UPPER STEPNEY TO THE MARK ON THE LEFT, IN TOP
 LX2349'BEDROCK, IN FRONT OF BUILDING 887, WITH TENANTS OF ASSOCIATED COMPUTER
 LX2349'PRODUCTS, ADVANCED INFORMATION SYSTEMS AND ATEK NC CORPORATION,
 LX2349'6.33 METERS (20.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.44
 LX2349'METERS (31.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A PAVED DRIVE
 LX2349'LEADING TO THE BUILDING, 4.14 METERS (13.6 FT) NORTHEAST OF UTILITY
 LX2349'POLE 3841 WITH THREE TRANSFORMERS.
 LX2349'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2469 ***********************************************************************
 LX2469  DESIGNATION -  K 75
 LX2469  PID         -  LX2469
 LX2469  STATE/COUNTY-  CT/LITCHFIELD
 LX2469  USGS QUAD   -  THOMASTON (1976)
 LX2469
 LX2469                         *CURRENT SURVEY CONTROL
 LX2469  ___________________________________________________________________
 LX2469* NAD 83(1986)-  41 42 34.     (N)    073 03 33.     (W)     SCALED    
 LX2469* NAVD 88     -       153.650  (meters)     504.10   (feet)  ADJUSTED  
 LX2469  ___________________________________________________________________
 LX2469  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2469  DYNAMIC HT  -         153.602 (meters)     503.94  (feet)  COMP
 LX2469  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX2469
 LX2469  VERT ORDER  -  FIRST     CLASS II
 LX2469
 LX2469.The horizontal coordinates were scaled from a topographic map and have
 LX2469.an estimated accuracy of +/- 6 seconds.
 LX2469
 LX2469.The orthometric height was determined by differential leveling
 LX2469.and adjusted by the National Geodetic Survey in June 1991..
 LX2469
 LX2469.The geoid height was determined by GEOID03.
 LX2469
 LX2469.The dynamic height is computed by dividing the NAVD 88
 LX2469.geopotential number by the normal gravity value computed on the
 LX2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2469.degrees latitude (g = 980.6199 gals.).
 LX2469
 LX2469.The modeled gravity was interpolated from observed gravity values.
 LX2469
 LX2469;                    North         East    Units  Estimated Accuracy
 LX2469;SPC CT       -   249,750.      279,070.      MT  (+/- 180 meters Scaled)
 LX2469
 LX2469                          SUPERSEDED SURVEY CONTROL
 LX2469
 LX2469.No superseded survey control is available for this station.
 LX2469
 LX2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM614193(NAD 83)
 LX2469_MARKER: DB = BENCH MARK DISK
 LX2469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2469_SP_SET: BRIDGE ABUTMENT
 LX2469_STAMPING: K 75 1985
 LX2469_MARK LOGO: NGS   
 LX2469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2469
 LX2469  HISTORY     - Date     Condition        Report By
 LX2469  HISTORY     - 1985     MONUMENTED       NGS
 LX2469
 LX2469                          STATION DESCRIPTION
 LX2469
 LX2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2469'7.5 KM (4.65 MI) SOUTH FROM HARWINTON.
 LX2469'7.5 KM (4.65 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE JUNCTION OF
 LX2469'STATE HIGHWAY 118 IN HARWINTON TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2469'NORTH END OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER LEAD MINE
 LX2469'BROOK, NOTE--THE HIGHWAY AND BRIDGE RUN EAST AND WEST AT THIS POINT,
 LX2469'ALSO 1.7 KM (1.1 MI) NORTH ALONG NORTH MAIN STREET FROM THE POST
 LX2469'OFFICE IN THOMASTON, THENCE 3.2 KM (2.0 MI) NORTHEAST ALONG STATE
 LX2469'HIGHWAY 222, 5.33 METERS (17.5 FT) NORTH OF THE CENTERLINE OF THE
 LX2469'HIGHWAY, 1.21 METERS (17.5 FT NORTHEAST OF A HIGHWAY SIGN FOR A CURVE
 LX2469'AND ROAD JUNCTION, 2.74 METERS (9.0 FT) EAST-NORTHEAST OF POWER POLE
 LX2469'1846.
 LX2469'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2696 ***********************************************************************
 LX2696  DESIGNATION -  K 76
 LX2696  PID         -  LX2696
 LX2696  STATE/COUNTY-  CT/HARTFORD
 LX2696  USGS QUAD   -  COLLINSVILLE (1984)
 LX2696
 LX2696                         *CURRENT SURVEY CONTROL
 LX2696  ___________________________________________________________________
 LX2696* NAD 83(1986)-  41 49 25.     (N)    072 53 25.     (W)     SCALED    
 LX2696* NAVD 88     -       105.758  (meters)     346.97   (feet)  ADJUSTED  
 LX2696  ___________________________________________________________________
 LX2696  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX2696  DYNAMIC HT  -         105.728 (meters)     346.88  (feet)  COMP
 LX2696  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 LX2696
 LX2696  VERT ORDER  -  FIRST     CLASS II
 LX2696
 LX2696.The horizontal coordinates were scaled from a topographic map and have
 LX2696.an estimated accuracy of +/- 6 seconds.
 LX2696
 LX2696.The orthometric height was determined by differential leveling
 LX2696.and adjusted by the National Geodetic Survey in June 1991..
 LX2696
 LX2696.The geoid height was determined by GEOID03.
 LX2696
 LX2696.The dynamic height is computed by dividing the NAVD 88
 LX2696.geopotential number by the normal gravity value computed on the
 LX2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2696.degrees latitude (g = 980.6199 gals.).
 LX2696
 LX2696.The modeled gravity was interpolated from observed gravity values.
 LX2696
 LX2696;                    North         East    Units  Estimated Accuracy
 LX2696;SPC CT       -   262,390.      293,150.      MT  (+/- 180 meters Scaled)
 LX2696
 LX2696                          SUPERSEDED SURVEY CONTROL
 LX2696
 LX2696.No superseded survey control is available for this station.
 LX2696
 LX2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM752323(NAD 83)
 LX2696_MARKER: DB = BENCH MARK DISK
 LX2696_SETTING: 66 = SET IN ROCK OUTCROP
 LX2696_SP_SET: ROCK CUT
 LX2696_STAMPING: K 76 1985
 LX2696_MARK LOGO: NGS   
 LX2696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2696+STABILITY: POSITION/ELEVATION WELL
 LX2696
 LX2696  HISTORY     - Date     Condition        Report By
 LX2696  HISTORY     - 1985     MONUMENTED       NGS
 LX2696
 LX2696                          STATION DESCRIPTION
 LX2696
 LX2696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2696'IN CANTON.
 LX2696'IN CANTON, 0.24 KM (0.15 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE
 LX2696'JUNCTION OF STATE HIGHWAY 177, TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2696'BASE OF A ROCK CUT, DIRECTLY ACROSS THE HIGHWAY FROM THE JEFFERSON
 LX2696'PINE FACTORY STORE WHICH IS LOCATED IN THE CANTON COMMON SHOPING
 LX2696'CENTER COMPLEX, 10.14 METERS (33.3 FT) NORTH OF THE CENTER LINE OF THE
 LX2696'HIGHWAY, 19.32 METERS (63.4 FT) WEST OF HIGHWAY SIGN (NO PARKING
 LX2696'ANYTIME), 3.23 METERS (10.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 LX2696'METAL CATCH BASIN, 2.01 METERS (6.6 FT) NORTH-NORTHEAST OF THE CENTER
 LX2696'OF A 24-INCH MANHOLE COVER INSCRIBED (SEWER).
 LX2696'THE MARK IS 0.30 METERS  S FROM  A WITNESS POST
 LX2696'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2521 ***********************************************************************
 LX2521  DESIGNATION -  K 77
 LX2521  PID         -  LX2521
 LX2521  STATE/COUNTY-  CT/NEW HAVEN
 LX2521  USGS QUAD   -  ANSONIA (1984)
 LX2521
 LX2521                         *CURRENT SURVEY CONTROL
 LX2521  ___________________________________________________________________
 LX2521* NAD 83(1986)-  41 19 08.     (N)    073 05 02.     (W)     SCALED    
 LX2521* NAVD 88     -        10.735  (meters)      35.22   (feet)  ADJUSTED  
 LX2521  ___________________________________________________________________
 LX2521  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2521  DYNAMIC HT  -          10.731 (meters)      35.21  (feet)  COMP
 LX2521  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 LX2521
 LX2521  VERT ORDER  -  FIRST     CLASS II
 LX2521
 LX2521.The horizontal coordinates were scaled from a topographic map and have
 LX2521.an estimated accuracy of +/- 6 seconds.
 LX2521
 LX2521.The orthometric height was determined by differential leveling
 LX2521.and adjusted by the National Geodetic Survey in June 1991..
 LX2521
 LX2521.The geoid height was determined by GEOID03.
 LX2521
 LX2521.The dynamic height is computed by dividing the NAVD 88
 LX2521.geopotential number by the normal gravity value computed on the
 LX2521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2521.degrees latitude (g = 980.6199 gals.).
 LX2521
 LX2521.The modeled gravity was interpolated from observed gravity values.
 LX2521
 LX2521;                    North         East    Units  Estimated Accuracy
 LX2521;SPC CT       -   206,380.      276,850.      MT  (+/- 180 meters Scaled)
 LX2521
 LX2521                          SUPERSEDED SURVEY CONTROL
 LX2521
 LX2521.No superseded survey control is available for this station.
 LX2521
 LX2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL603759(NAD 83)
 LX2521_MARKER: DB = BENCH MARK DISK
 LX2521_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2521_SP_SET: PIER
 LX2521_STAMPING: K 77 1985
 LX2521_MARK LOGO: NGS   
 LX2521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2521
 LX2521  HISTORY     - Date     Condition        Report By
 LX2521  HISTORY     - 1985     MONUMENTED       NGS
 LX2521  HISTORY     - 19910304 GOOD             USPSQD
 LX2521
 LX2521                          STATION DESCRIPTION
 LX2521
 LX2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2521'IN DERBY.
 LX2521'IN DERBY, ALONG STATE HIGHWAY 34, AT THE STATE HIGHWAY 8 OVERPASS
 LX2521'BRIDGE, SET VERTICALLY IN THE EAST FACE OF THE MOST SOUTHERLY PIER OF
 LX2521'THE NORTH BOUND LANE OF THE OVERPASS, 10.06 METERS (33.0 FT) SOUTH OF
 LX2521'THE CENTERLINE OF THE EAST BOUND LANE OF HIGHWAY 34, 0.55 METER (1.8
 LX2521'FT) SOUTH OF THE NORTHEAST CORNER OF THE PIER.
 LX2521'THE MARK IS 1.1 M ABOVE HIGHWAY.
 LX2521
 LX2521                          STATION RECOVERY (1991)
 LX2521
 LX2521'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2847 ***********************************************************************
 LX2847  DESIGNATION -  K 78
 LX2847  PID         -  LX2847
 LX2847  STATE/COUNTY-  CT/NEW HAVEN
 LX2847  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2847
 LX2847                         *CURRENT SURVEY CONTROL
 LX2847  ___________________________________________________________________
 LX2847* NAD 83(1986)-  41 27 50.     (N)    072 57 30.     (W)     SCALED    
 LX2847* NAVD 88     -       190.484  (meters)     624.95   (feet)  ADJUSTED  
 LX2847  ___________________________________________________________________
 LX2847  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2847  DYNAMIC HT  -         190.422 (meters)     624.74  (feet)  COMP
 LX2847  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LX2847
 LX2847  VERT ORDER  -  FIRST     CLASS II
 LX2847
 LX2847.The horizontal coordinates were scaled from a topographic map and have
 LX2847.an estimated accuracy of +/- 6 seconds.
 LX2847
 LX2847.The orthometric height was determined by differential leveling
 LX2847.and adjusted by the National Geodetic Survey in June 1991..
 LX2847
 LX2847.The geoid height was determined by GEOID03.
 LX2847
 LX2847.The dynamic height is computed by dividing the NAVD 88
 LX2847.geopotential number by the normal gravity value computed on the
 LX2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2847.degrees latitude (g = 980.6199 gals.).
 LX2847
 LX2847.The modeled gravity was interpolated from observed gravity values.
 LX2847
 LX2847;                    North         East    Units  Estimated Accuracy
 LX2847;SPC CT       -   222,450.      287,400.      MT  (+/- 180 meters Scaled)
 LX2847
 LX2847                          SUPERSEDED SURVEY CONTROL
 LX2847
 LX2847.No superseded survey control is available for this station.
 LX2847
 LX2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL705922(NAD 83)
 LX2847_MARKER: DB = BENCH MARK DISK
 LX2847_SETTING: 66 = SET IN ROCK OUTCROP
 LX2847_SP_SET: ROCK CUT
 LX2847_STAMPING: K 78 1985
 LX2847_MARK LOGO: NGS   
 LX2847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2847+STABILITY: POSITION/ELEVATION WELL
 LX2847
 LX2847  HISTORY     - Date     Condition        Report By
 LX2847  HISTORY     - 1985     MONUMENTED       NGS
 LX2847  HISTORY     - 19910505 GOOD             USPSQD
 LX2847
 LX2847                          STATION DESCRIPTION
 LX2847
 LX2847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2847'5.9 KM (3.65 MI) WEST FROM CHESHIRE.
 LX2847'5.9 KM (3.65 MI) WEST ALONG STATE HIGHWAY 42 FORM THE JUNCTION OF
 LX2847'STATE HIGHWAY 10 IN CHESHIRE TO THE MARK ON THE RIGHT, IN A FLAT AREA
 LX2847'OF A ROCK CUT, 3.96 METERS (13.0 FT) NORTHWEST OF THE CENTERLINE OF
 LX2847'THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 LX2847'THE ROCK CUT.
 LX2847'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2847
 LX2847                          STATION RECOVERY (1991)
 LX2847
 LX2847'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2617 ***********************************************************************
 LX2617  DESIGNATION -  K 79
 LX2617  PID         -  LX2617
 LX2617  STATE/COUNTY-  CT/LITCHFIELD
 LX2617  USGS QUAD   -  LITCHFIELD (1984)
 LX2617
 LX2617                         *CURRENT SURVEY CONTROL
 LX2617  ___________________________________________________________________
 LX2617* NAD 83(1986)-  41 43 32.     (N)    073 13 49.     (W)     SCALED    
 LX2617* NAVD 88     -       278.732  (meters)     914.47   (feet)  ADJUSTED  
 LX2617  ___________________________________________________________________
 LX2617  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2617  DYNAMIC HT  -         278.639 (meters)     914.17  (feet)  COMP
 LX2617  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LX2617
 LX2617  VERT ORDER  -  FIRST     CLASS II
 LX2617
 LX2617.The horizontal coordinates were scaled from a topographic map and have
 LX2617.an estimated accuracy of +/- 6 seconds.
 LX2617
 LX2617.The orthometric height was determined by differential leveling
 LX2617.and adjusted by the National Geodetic Survey in June 1991..
 LX2617
 LX2617.The geoid height was determined by GEOID03.
 LX2617
 LX2617.The dynamic height is computed by dividing the NAVD 88
 LX2617.geopotential number by the normal gravity value computed on the
 LX2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2617.degrees latitude (g = 980.6199 gals.).
 LX2617
 LX2617.The modeled gravity was interpolated from observed gravity values.
 LX2617
 LX2617;                    North         East    Units  Estimated Accuracy
 LX2617;SPC CT       -   251,600.      264,840.      MT  (+/- 180 meters Scaled)
 LX2617
 LX2617                          SUPERSEDED SURVEY CONTROL
 LX2617
 LX2617.No superseded survey control is available for this station.
 LX2617
 LX2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM471208(NAD 83)
 LX2617_MARKER: DB = BENCH MARK DISK
 LX2617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2617_SP_SET: HEADWALL
 LX2617_STAMPING: K 79 1985
 LX2617_MARK LOGO: NGS   
 LX2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2617+STABILITY: SURFACE MOTION
 LX2617
 LX2617  HISTORY     - Date     Condition        Report By
 LX2617  HISTORY     - 1985     MONUMENTED       NGS
 LX2617
 LX2617                          STATION DESCRIPTION
 LX2617
 LX2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2617'1.0 KM (0.6 MI) NE FROM BANTAM.
 LX2617'1.0 KM (0.60 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2617'IN BANTAM TO THE MARK ON THE LEFT, 20.1 METERS (66.0 FT) NORTH OF THE
 LX2617'CENTER LINE OF THE HIGHWAY, 16.4 METERS (54.0 FT) EAST-NORTHEAST OF
 LX2617'THE CENTER OF MAPLE STREET, 4.2 METERS (14.0 FT) NORTHWEST OF POWER
 LX2617'POLE NUMBER 803.
 LX2617'THE MARK IS 0.76 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0522 ***********************************************************************
 LX0522  DESIGNATION -  K 8
 LX0522  PID         -  LX0522
 LX0522  STATE/COUNTY-  CT/HARTFORD
 LX0522  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0522
 LX0522                         *CURRENT SURVEY CONTROL
 LX0522  ___________________________________________________________________
 LX0522* NAD 83(1986)-  41 51 10.     (N)    072 38 40.     (W)     SCALED    
 LX0522* NAVD 88     -        16.984  (meters)      55.72   (feet)  POSTED    
 LX0522  ___________________________________________________________________
 LX0522  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX0522  DYNAMIC HT  -          16.980 (meters)      55.71  (feet)  COMP
 LX0522  MODELED GRAV-     980,330.1   (mgal)                       NAVD 88
 LX0522
 LX0522  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0522
 LX0522.The horizontal coordinates were scaled from a topographic map and have
 LX0522.an estimated accuracy of +/- 6 seconds.
 LX0522
 LX0522.The orthometric height was determined by differential leveling
 LX0522.and adjusted by the National Geodetic Survey in 1992..
 LX0522.No vertical observational check was made to the station.
 LX0522.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0522.was located on a no-check spur therefore a value was not computed.
 LX0522
 LX0522.The geoid height was determined by GEOID03.
 LX0522
 LX0522.The dynamic height is computed by dividing the NAVD 88
 LX0522.geopotential number by the normal gravity value computed on the
 LX0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0522.degrees latitude (g = 980.6199 gals.).
 LX0522
 LX0522.The modeled gravity was interpolated from observed gravity values.
 LX0522
 LX0522;                    North         East    Units  Estimated Accuracy
 LX0522;SPC CT       -   265,630.      313,570.      MT  (+/- 180 meters Scaled)
 LX0522
 LX0522                          SUPERSEDED SURVEY CONTROL
 LX0522
 LX0522  NGVD 29 (??/??/92)   17.226  (m)           56.52   (f) ADJ UNCH    1 2
 LX0522
 LX0522.Superseded values are not recommended for survey control.
 LX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0522.See file dsdata.txt to determine how the superseded data were derived.
 LX0522
 LX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM955361(NAD 83)
 LX0522_MARKER: DB = BENCH MARK DISK
 LX0522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0522_SP_SET: BUILDING WALL
 LX0522_STAMPING: 56.516 K 8 1923
 LX0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0522
 LX0522  HISTORY     - Date     Condition        Report By
 LX0522  HISTORY     - 1923     MONUMENTED       CGS
 LX0522  HISTORY     - 1967     GOOD             NGS
 LX0522  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX0522
 LX0522                          STATION DESCRIPTION
 LX0522
 LX0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0522'AT WINDSOR.
 LX0522'AT WINDSOR, HARTFORD COUNTY, AT THE SOUTHWEST CORNER OF THE
 LX0522'INTERSECTION OF BROAD STREET AND BLOOMFIELD ROAD, AT THE MASONIC
 LX0522'TEMPLE, IN THE BROAD STREET OR EAST FRONT OF THE BUILDING, IN
 LX0522'THE BROWN SANDSTONE WALL, 0.8 FOOT NORTH OF THE SOUTHEAST CORNER,
 LX0522'AND 1.8 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED 56.516
 LX0522'K 8 1923 AND SET VERTICALLY.
 LX0522
 LX0522                          STATION RECOVERY (1978)
 LX0522
 LX0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0522'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2578 ***********************************************************************
 LX2578  DESIGNATION -  K 80
 LX2578  PID         -  LX2578
 LX2578  STATE/COUNTY-  CT/LITCHFIELD
 LX2578  USGS QUAD   -  WOODBURY (1984)
 LX2578
 LX2578                         *CURRENT SURVEY CONTROL
 LX2578  ___________________________________________________________________
 LX2578* NAD 83(1986)-  41 33 04.     (N)    073 12 20.     (W)     SCALED    
 LX2578* NAVD 88     -        88.270  (meters)     289.60   (feet)  ADJUSTED  
 LX2578  ___________________________________________________________________
 LX2578  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2578  DYNAMIC HT  -          88.241 (meters)     289.50  (feet)  COMP
 LX2578  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 LX2578
 LX2578  VERT ORDER  -  FIRST     CLASS II
 LX2578
 LX2578.The horizontal coordinates were scaled from a topographic map and have
 LX2578.an estimated accuracy of +/- 6 seconds.
 LX2578
 LX2578.The orthometric height was determined by differential leveling
 LX2578.and adjusted by the National Geodetic Survey in June 1991..
 LX2578
 LX2578.The geoid height was determined by GEOID03.
 LX2578
 LX2578.The dynamic height is computed by dividing the NAVD 88
 LX2578.geopotential number by the normal gravity value computed on the
 LX2578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2578.degrees latitude (g = 980.6199 gals.).
 LX2578
 LX2578.The modeled gravity was interpolated from observed gravity values.
 LX2578
 LX2578;                    North         East    Units  Estimated Accuracy
 LX2578;SPC CT       -   232,220.      266,790.      MT  (+/- 180 meters Scaled)
 LX2578
 LX2578                          SUPERSEDED SURVEY CONTROL
 LX2578
 LX2578.No superseded survey control is available for this station.
 LX2578
 LX2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM496014(NAD 83)
 LX2578_MARKER: I = METAL ROD
 LX2578_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2578_SP_SET: STAINLESS STEEL ROD
 LX2578_STAMPING: K 80 1985
 LX2578_MARK LOGO: NGS   
 LX2578_PROJECTION: FLUSH
 LX2578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2578_ROD/PIPE-DEPTH: 23.7 meters
 LX2578
 LX2578  HISTORY     - Date     Condition        Report By
 LX2578  HISTORY     - 1985     MONUMENTED       NGS
 LX2578
 LX2578                          STATION DESCRIPTION
 LX2578
 LX2578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2578'IN WOODBURY.
 LX2578'IN WOODBURY, AT THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 47,
 LX2578'ON THE NORTH SIDE OF THE NORTH CONGREGATIONAL CHURCH, DIRECTLY UNDER A
 LX2578'FLOOD LIGHT, 33.8 METERS (110.8 FT) NORTHEAST OF THE CENTERLINE OF
 LX2578'HIGHWAY 47, 0.79 METER (2.6 FT) NORTH OF THE NORTH CORNER OF THE
 LX2578'CHURCH.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2405 ***********************************************************************
 LX2405  DESIGNATION -  K 81
 LX2405  PID         -  LX2405
 LX2405  STATE/COUNTY-  CT/NEW HAVEN
 LX2405  USGS QUAD   -  WATERBURY (1984)
 LX2405
 LX2405                         *CURRENT SURVEY CONTROL
 LX2405  ___________________________________________________________________
 LX2405* NAD 83(1986)-  41 32 15.     (N)    073 06 24.     (W)     SCALED    
 LX2405* NAVD 88     -       141.700  (meters)     464.89   (feet)  ADJUSTED  
 LX2405  ___________________________________________________________________
 LX2405  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX2405  DYNAMIC HT  -         141.654 (meters)     464.74  (feet)  COMP
 LX2405  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX2405
 LX2405  VERT ORDER  -  FIRST     CLASS II
 LX2405
 LX2405.The horizontal coordinates were scaled from a topographic map and have
 LX2405.an estimated accuracy of +/- 6 seconds.
 LX2405
 LX2405.The orthometric height was determined by differential leveling
 LX2405.and adjusted by the National Geodetic Survey in June 1991..
 LX2405
 LX2405.The geoid height was determined by GEOID03.
 LX2405
 LX2405.The dynamic height is computed by dividing the NAVD 88
 LX2405.geopotential number by the normal gravity value computed on the
 LX2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2405.degrees latitude (g = 980.6199 gals.).
 LX2405
 LX2405.The modeled gravity was interpolated from observed gravity values.
 LX2405
 LX2405;                    North         East    Units  Estimated Accuracy
 LX2405;SPC CT       -   230,670.      275,040.      MT  (+/- 180 meters Scaled)
 LX2405
 LX2405                          SUPERSEDED SURVEY CONTROL
 LX2405
 LX2405.No superseded survey control is available for this station.
 LX2405
 LX2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM579001(NAD 83)
 LX2405_MARKER: DB = BENCH MARK DISK
 LX2405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2405_SP_SET: BRIDGE ABUTMENT
 LX2405_STAMPING: K 81 1985
 LX2405_MARK LOGO: NGS   
 LX2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2405+STABILITY: SURFACE MOTION
 LX2405
 LX2405  HISTORY     - Date     Condition        Report By
 LX2405  HISTORY     - 1985     MONUMENTED       NGS
 LX2405  HISTORY     - 19971018 GOOD             USPSQD
 LX2405
 LX2405                          STATION DESCRIPTION
 LX2405
 LX2405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2405'IN MIDDLEBURY.
 LX2405'IN MIDDLEBURY, 1.4 KM (0.9 MI) SOUTHWEST ALONG STATE HIGHWAY 64 FROM
 LX2405'THE INTERSECTION OF STATE HIGHWAY 63 TO THE MARK ON THE LEFT, IN TOP
 LX2405'OF THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER HOP BROOK, AT THE
 LX2405'JUNCTION OF TUCKER HILL ROAD, 4.97 METERS (16.3 FT) SOUTH OF THE
 LX2405'CENTERLINE OF THE HIGHWAY, 2.13 METERS (7.0 FT) NORTHWEST OF UTILITY
 LX2405'POLE G3472 WITH FOUR GUY WIRES AND STREET LAMP.
 LX2405'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2405
 LX2405                          STATION RECOVERY (1997)
 LX2405
 LX2405'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2837 ***********************************************************************
 LX2837  DESIGNATION -  K 82
 LX2837  PID         -  LX2837
 LX2837  STATE/COUNTY-  CT/NEW HAVEN
 LX2837  USGS QUAD   -  CLINTON (1984)
 LX2837
 LX2837                         *CURRENT SURVEY CONTROL
 LX2837  ___________________________________________________________________
 LX2837* NAD 83(1986)-  41 18 11.     (N)    072 36 13.     (W)     SCALED    
 LX2837* NAVD 88     -        27.765  (meters)      91.09   (feet)  ADJUSTED  
 LX2837  ___________________________________________________________________
 LX2837  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX2837  DYNAMIC HT  -          27.756 (meters)      91.06  (feet)  COMP
 LX2837  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX2837
 LX2837  VERT ORDER  -  FIRST     CLASS II
 LX2837
 LX2837.The horizontal coordinates were scaled from a topographic map and have
 LX2837.an estimated accuracy of +/- 6 seconds.
 LX2837
 LX2837.The orthometric height was determined by differential leveling
 LX2837.and adjusted by the National Geodetic Survey in June 1991..
 LX2837
 LX2837.The geoid height was determined by GEOID03.
 LX2837
 LX2837.The dynamic height is computed by dividing the NAVD 88
 LX2837.geopotential number by the normal gravity value computed on the
 LX2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2837.degrees latitude (g = 980.6199 gals.).
 LX2837
 LX2837.The modeled gravity was interpolated from observed gravity values.
 LX2837
 LX2837;                    North         East    Units  Estimated Accuracy
 LX2837;SPC CT       -   204,580.      317,060.      MT  (+/- 180 meters Scaled)
 LX2837
 LX2837                          SUPERSEDED SURVEY CONTROL
 LX2837
 LX2837.No superseded survey control is available for this station.
 LX2837
 LX2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL006751(NAD 83)
 LX2837_MARKER: DB = BENCH MARK DISK
 LX2837_SETTING: 66 = SET IN ROCK OUTCROP
 LX2837_SP_SET: ROCK OUTCROP
 LX2837_STAMPING: K 82 1985
 LX2837_MARK LOGO: NGS   
 LX2837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2837+STABILITY: POSITION/ELEVATION WELL
 LX2837
 LX2837  HISTORY     - Date     Condition        Report By
 LX2837  HISTORY     - 1985     MONUMENTED       NGS
 LX2837  HISTORY     - 19910317 GOOD             USPSQD
 LX2837  HISTORY     - 19940731 GOOD             USPSQD
 LX2837
 LX2837                          STATION DESCRIPTION
 LX2837
 LX2837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2837'2.7 KM (1.7 MI) NORTH FROM MADISON.
 LX2837'2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF U.S.
 LX2837'HIGHWAY 1 IN MADISON TO THE MARK ON THE RIGHT, 5.12 METERS (16.8 FT)
 LX2837'EAST OF THE CENTERLINE OF THE HIGHWAY, 49.99 METERS (164.0 FT) NORTH
 LX2837'OF THE CENTER OF GREENHILL ROAD, 22.56 METERS (74.0 FT) SOUTH OF THE
 LX2837'CENTER OF THE SOUTH DRIVE TO THE PHILIP B. CHAMBERLAIN COMPANY.
 LX2837'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX2837
 LX2837                          STATION RECOVERY (1991)
 LX2837
 LX2837'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2837'RECOVERED IN GOOD CONDITION.
 LX2837
 LX2837                          STATION RECOVERY (1994)
 LX2837
 LX2837'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2794 ***********************************************************************
 LX2794  DESIGNATION -  K 83
 LX2794  PID         -  LX2794
 LX2794  STATE/COUNTY-  CT/HARTFORD
 LX2794  USGS QUAD   -  BRISTOL (1984)
 LX2794
 LX2794                         *CURRENT SURVEY CONTROL
 LX2794  ___________________________________________________________________
 LX2794* NAD 83(1986)-  41 40 51.     (N)    072 57 25.     (W)     SCALED    
 LX2794* NAVD 88     -       130.440  (meters)     427.95   (feet)  ADJUSTED  
 LX2794  ___________________________________________________________________
 LX2794  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2794  DYNAMIC HT  -         130.400 (meters)     427.82  (feet)  COMP
 LX2794  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX2794
 LX2794  VERT ORDER  -  FIRST     CLASS II
 LX2794
 LX2794.The horizontal coordinates were scaled from a topographic map and have
 LX2794.an estimated accuracy of +/- 6 seconds.
 LX2794
 LX2794.The orthometric height was determined by differential leveling
 LX2794.and adjusted by the National Geodetic Survey in June 1991..
 LX2794
 LX2794.The geoid height was determined by GEOID03.
 LX2794
 LX2794.The dynamic height is computed by dividing the NAVD 88
 LX2794.geopotential number by the normal gravity value computed on the
 LX2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2794.degrees latitude (g = 980.6199 gals.).
 LX2794
 LX2794.The modeled gravity was interpolated from observed gravity values.
 LX2794
 LX2794;                    North         East    Units  Estimated Accuracy
 LX2794;SPC CT       -   246,540.      287,570.      MT  (+/- 180 meters Scaled)
 LX2794
 LX2794                          SUPERSEDED SURVEY CONTROL
 LX2794
 LX2794.No superseded survey control is available for this station.
 LX2794
 LX2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM700163(NAD 83)
 LX2794_MARKER: DB = BENCH MARK DISK
 LX2794_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2794_SP_SET: RAILROAD OVERPASS WINGWALL
 LX2794_STAMPING: K 83 1985
 LX2794_MARK LOGO: NGS   
 LX2794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2794
 LX2794  HISTORY     - Date     Condition        Report By
 LX2794  HISTORY     - 1985     MONUMENTED       NGS
 LX2794
 LX2794                          STATION DESCRIPTION
 LX2794
 LX2794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2794'IN BRISTOL.
 LX2794'IN BRISTOL, 0.6 KM (0.4 MI) WEST ALONG U.S. HIGHWAY 6 (TERRYVILLE
 LX2794'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 69 SOUTH TO THE JUNCTION OF
 LX2794'MATTHEWS STREET AND THE MARK ON THE RIGHT IN TOP OF THE NORTHWEST
 LX2794'WINGWALL OF PENN CENTRAL RAILROAD OVERPASS.  12.65 METERS (41.5 FT)
 LX2794'NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.11 METERS (43.0 FT)
 LX2794'SOUTHEAST OF THE CENTERLINE OF MATTHEWS STREET AND 4.72 METERS (15.5
 LX2794'FT) NORTHEAST OF A FIRE HYDRANT.
 LX2794'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2648 ***********************************************************************
 LX2648  DESIGNATION -  K 84
 LX2648  PID         -  LX2648
 LX2648  STATE/COUNTY-  CT/MIDDLESEX
 LX2648  USGS QUAD   -  HADDAM (1971)
 LX2648
 LX2648                         *CURRENT SURVEY CONTROL
 LX2648  ___________________________________________________________________
 LX2648* NAD 83(1986)-  41 23 24.     (N)    072 33 08.     (W)     SCALED    
 LX2648* NAVD 88     -       116.213  (meters)     381.28   (feet)  ADJUSTED  
 LX2648  ___________________________________________________________________
 LX2648  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX2648  DYNAMIC HT  -         116.172 (meters)     381.14  (feet)  COMP
 LX2648  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 LX2648
 LX2648  VERT ORDER  -  FIRST     CLASS II
 LX2648
 LX2648.The horizontal coordinates were scaled from a topographic map and have
 LX2648.an estimated accuracy of +/- 6 seconds.
 LX2648
 LX2648.The orthometric height was determined by differential leveling
 LX2648.and adjusted by the National Geodetic Survey in June 1991..
 LX2648
 LX2648.The geoid height was determined by GEOID03.
 LX2648
 LX2648.The dynamic height is computed by dividing the NAVD 88
 LX2648.geopotential number by the normal gravity value computed on the
 LX2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2648.degrees latitude (g = 980.6199 gals.).
 LX2648
 LX2648.The modeled gravity was interpolated from observed gravity values.
 LX2648
 LX2648;                    North         East    Units  Estimated Accuracy
 LX2648;SPC CT       -   214,240.      321,340.      MT  (+/- 180 meters Scaled)
 LX2648
 LX2648                          SUPERSEDED SURVEY CONTROL
 LX2648
 LX2648.No superseded survey control is available for this station.
 LX2648
 LX2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL046849(NAD 83)
 LX2648_MARKER: DB = BENCH MARK DISK
 LX2648_SETTING: 66 = SET IN ROCK OUTCROP
 LX2648_SP_SET: ROCK OUTCROP
 LX2648_STAMPING: K 84 1985
 LX2648_MARK LOGO: NGS   
 LX2648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2648+STABILITY: POSITION/ELEVATION WELL
 LX2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2648+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX2648
 LX2648  HISTORY     - Date     Condition        Report By
 LX2648  HISTORY     - 1985     MONUMENTED       NGS
 LX2648  HISTORY     - 19950618 GOOD             USPSQD
 LX2648  HISTORY     - 20040101 GOOD             USPSQD
 LX2648
 LX2648                          STATION DESCRIPTION
 LX2648
 LX2648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2648'9.3 KM (5.8 MI) WEST FROM CHESTER.
 LX2648'9.3 KM (5.8 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2648'NORTH MAIN STREET IN CHESTER TO THE JUNCTION OF ROAST MEAT HILL ROAD
 LX2648'AND THE MARK ON THE LEFT, ALSO 3.7 KM (2.3 MI) NORTH ALONG STATE
 LX2648'HIGHWAY 81 FROM THE JUNCTION OF STATE HIGHWAY 80 IN KILLINGWORTH,
 LX2648'THENCE 0.9 KM (0.55 MI) EAST ALONG STATE HIGHWAY 148, 14.3 METERS
 LX2648'(47.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27.7 METERS
 LX2648'(91.0 FT) WEST OF THE CENTER OF ROAST MEAT HILL ROAD.
 LX2648'THE MARK IS 0.67 METERS  E FROM  A WITNESS POST
 LX2648'THE MARK IS 0.60 M BELOW HIGHWAY.
 LX2648
 LX2648                          STATION RECOVERY (1995)
 LX2648
 LX2648'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2648'RECOVERED IN GOOD CONDITION.
 LX2648
 LX2648                          STATION RECOVERY (2004)
 LX2648
 LX2648'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX2648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3170 ***********************************************************************
 LX3170  DESIGNATION -  K 85
 LX3170  PID         -  LX3170
 LX3170  STATE/COUNTY-  CT/HARTFORD
 LX3170  USGS QUAD   -  BROAD BROOK (1984)
 LX3170
 LX3170                         *CURRENT SURVEY CONTROL
 LX3170  ___________________________________________________________________
 LX3170* NAD 83(1986)-  41 55 45.     (N)    072 36 31.     (W)     SCALED    
 LX3170* NAVD 88     -        24.808  (meters)      81.39   (feet)  ADJUSTED  
 LX3170  ___________________________________________________________________
 LX3170  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX3170  DYNAMIC HT  -          24.801 (meters)      81.37  (feet)  COMP
 LX3170  MODELED GRAV-     980,328.9   (mgal)                       NAVD 88
 LX3170
 LX3170  VERT ORDER  -  FIRST     CLASS II
 LX3170
 LX3170.The horizontal coordinates were scaled from a topographic map and have
 LX3170.an estimated accuracy of +/- 6 seconds.
 LX3170
 LX3170.The orthometric height was determined by differential leveling
 LX3170.and adjusted by the National Geodetic Survey in June 1991..
 LX3170
 LX3170.The geoid height was determined by GEOID03.
 LX3170
 LX3170.The dynamic height is computed by dividing the NAVD 88
 LX3170.geopotential number by the normal gravity value computed on the
 LX3170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3170.degrees latitude (g = 980.6199 gals.).
 LX3170
 LX3170.The modeled gravity was interpolated from observed gravity values.
 LX3170
 LX3170;                    North         East    Units  Estimated Accuracy
 LX3170;SPC CT       -   274,120.      316,530.      MT  (+/- 180 meters Scaled)
 LX3170
 LX3170                          SUPERSEDED SURVEY CONTROL
 LX3170
 LX3170.No superseded survey control is available for this station.
 LX3170
 LX3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM982446(NAD 83)
 LX3170_MARKER: DB = BENCH MARK DISK
 LX3170_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3170_SP_SET: PIER
 LX3170_STAMPING: K 85 1986
 LX3170_MARK LOGO: NGS   
 LX3170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3170
 LX3170  HISTORY     - Date     Condition        Report By
 LX3170  HISTORY     - 1986     MONUMENTED       NGS
 LX3170
 LX3170                          STATION DESCRIPTION
 LX3170
 LX3170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3170'IN WINDSOR LOCKS.
 LX3170'1.61 KM (1.0 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3170'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3170'9.87 METERS (32.4 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY, 48.16
 LX3170'METERS (158.0 FT) NORTH OF THE CENTER OF THE ENTRANCE RAMP TO
 LX3170'INTERSTATE HIGHWAY 91 AND IN THE SOUTHERLY PIER OF A THREE PIER
 LX3170'OVERPASS.
 LX3170'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2924 ***********************************************************************
 LX2924  DESIGNATION -  K 86
 LX2924  PID         -  LX2924
 LX2924  STATE/COUNTY-  CT/TOLLAND
 LX2924  USGS QUAD   -  COVENTRY (1983)
 LX2924
 LX2924                         *CURRENT SURVEY CONTROL
 LX2924  ___________________________________________________________________
 LX2924* NAD 83(1986)-  41 50 01.     (N)    072 18 21.     (W)     SCALED    
 LX2924* NAVD 88     -       120.621  (meters)     395.74   (feet)  ADJUSTED  
 LX2924  ___________________________________________________________________
 LX2924  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2924  DYNAMIC HT  -         120.581 (meters)     395.61  (feet)  COMP
 LX2924  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX2924
 LX2924  VERT ORDER  -  FIRST     CLASS II
 LX2924
 LX2924.The horizontal coordinates were scaled from a topographic map and have
 LX2924.an estimated accuracy of +/- 6 seconds.
 LX2924
 LX2924.The orthometric height was determined by differential leveling
 LX2924.and adjusted by the National Geodetic Survey in June 1991..
 LX2924
 LX2924.The geoid height was determined by GEOID03.
 LX2924
 LX2924.The dynamic height is computed by dividing the NAVD 88
 LX2924.geopotential number by the normal gravity value computed on the
 LX2924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2924.degrees latitude (g = 980.6199 gals.).
 LX2924
 LX2924.The modeled gravity was interpolated from observed gravity values.
 LX2924
 LX2924;                    North         East    Units  Estimated Accuracy
 LX2924;SPC CT       -   263,590.      341,700.      MT  (+/- 180 meters Scaled)
 LX2924
 LX2924                          SUPERSEDED SURVEY CONTROL
 LX2924
 LX2924.No superseded survey control is available for this station.
 LX2924
 LX2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM237348(NAD 83)
 LX2924_MARKER: DB = BENCH MARK DISK
 LX2924_SETTING: 66 = SET IN ROCK OUTCROP
 LX2924_SP_SET: ROCK OUTCROP
 LX2924_STAMPING: K 86 1986
 LX2924_MARK LOGO: NGS   
 LX2924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2924+STABILITY: POSITION/ELEVATION WELL
 LX2924
 LX2924  HISTORY     - Date     Condition        Report By
 LX2924  HISTORY     - 1986     MONUMENTED       NGS
 LX2924
 LX2924                          STATION DESCRIPTION
 LX2924
 LX2924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2924'7.5 KM (4.65 MI) SE FROM TOLLAND.
 LX2924'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2924'IN TOLLAND, THENCE 7.0 KM (4.35 MI) SOUTHEAST ALONG STATE HIGHWAY 195
 LX2924'TO THE MARK ON THE LEFT.  IT IS 10.55 METERS (34.6 FT) NORTHEAST OF
 LX2924'THE CENTERLINE OF THE HIGHWAY AND 2.68 METERS (8.8 FT) NORTH OF A
 LX2924'UTILITY POLE WHICH IS THE FOURTH POLE ON THE LEFT FROM THE JUNCTION OF
 LX2924'STATE HIGHWAY 32.
 LX2924'THE MARK IS 2.68 METERS  N FROM  A WITNESS POST
 LX2924'THE MARK IS 1.83 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2973 ***********************************************************************
 LX2973  DESIGNATION -  K 87
 LX2973  PID         -  LX2973
 LX2973  STATE/COUNTY-  CT/TOLLAND
 LX2973  USGS QUAD   -  SPRING HILL (1983)
 LX2973
 LX2973                         *CURRENT SURVEY CONTROL
 LX2973  ___________________________________________________________________
 LX2973* NAD 83(1986)-  41 50 04.     (N)    072 14 35.     (W)     SCALED    
 LX2973* NAVD 88     -       103.020  (meters)     337.99   (feet)  ADJUSTED  
 LX2973  ___________________________________________________________________
 LX2973  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2973  DYNAMIC HT  -         102.985 (meters)     337.88  (feet)  COMP
 LX2973  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX2973
 LX2973  VERT ORDER  -  FIRST     CLASS II
 LX2973
 LX2973.The horizontal coordinates were scaled from a topographic map and have
 LX2973.an estimated accuracy of +/- 6 seconds.
 LX2973
 LX2973.The orthometric height was determined by differential leveling
 LX2973.and adjusted by the National Geodetic Survey in June 1991..
 LX2973
 LX2973.The geoid height was determined by GEOID03.
 LX2973
 LX2973.The dynamic height is computed by dividing the NAVD 88
 LX2973.geopotential number by the normal gravity value computed on the
 LX2973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2973.degrees latitude (g = 980.6199 gals.).
 LX2973
 LX2973.The modeled gravity was interpolated from observed gravity values.
 LX2973
 LX2973;                    North         East    Units  Estimated Accuracy
 LX2973;SPC CT       -   263,710.      346,910.      MT  (+/- 180 meters Scaled)
 LX2973
 LX2973                          SUPERSEDED SURVEY CONTROL
 LX2973
 LX2973.No superseded survey control is available for this station.
 LX2973
 LX2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM289350(NAD 83)
 LX2973_MARKER: DB = BENCH MARK DISK
 LX2973_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2973_SP_SET: BRIDGE ABUTMENT
 LX2973_STAMPING: K 87 1986
 LX2973_MARK LOGO: NGS   
 LX2973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2973
 LX2973  HISTORY     - Date     Condition        Report By
 LX2973  HISTORY     - 1986     MONUMENTED       NGS
 LX2973
 LX2973                          STATION DESCRIPTION
 LX2973
 LX2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2973'7.2 KM (4.45 MI) NE FROM MANSFIELD DEPOT.
 LX2973'7.2 KM (4.45 MI) NORTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE
 LX2973'IN MANSFIELD DEPOT TO THE MARK ON THE RIGHT IN TOP OF THE SOUTH END OF
 LX2973'THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE FENTON RIVER.  ALSO
 LX2973'6.2 KM (3.85 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2973'STATE HIGHWAY 74 IN WEST ASHFORD.  IT IS 5.18 METERS (17.0 FT) SOUTH
 LX2973'OF THE CENTERLINE OF THE HIGHWAY AND 0.18 METERS (0.6 FT) EAST OF THE
 LX2973'WEST EDGE OF THE ABUTMENT.
 LX2973'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2323 ***********************************************************************
 MY2323  DESIGNATION -  K 88
 MY2323  PID         -  MY2323
 MY2323  STATE/COUNTY-  CT/WINDHAM
 MY2323  USGS QUAD   -  WEBSTER (1979)
 MY2323
 MY2323                         *CURRENT SURVEY CONTROL
 MY2323  ___________________________________________________________________
 MY2323* NAD 83(1986)-  42 00 50.     (N)    071 56 04.     (W)     SCALED    
 MY2323* NAVD 88     -       128.022  (meters)     420.02   (feet)  ADJUSTED  
 MY2323  ___________________________________________________________________
 MY2323  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 MY2323  DYNAMIC HT  -         127.980 (meters)     419.88  (feet)  COMP
 MY2323  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 MY2323
 MY2323  VERT ORDER  -  FIRST     CLASS II
 MY2323
 MY2323.The horizontal coordinates were scaled from a topographic map and have
 MY2323.an estimated accuracy of +/- 6 seconds.
 MY2323
 MY2323.The orthometric height was determined by differential leveling
 MY2323.and adjusted by the National Geodetic Survey in June 1991..
 MY2323
 MY2323.The geoid height was determined by GEOID03.
 MY2323
 MY2323.The dynamic height is computed by dividing the NAVD 88
 MY2323.geopotential number by the normal gravity value computed on the
 MY2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2323.degrees latitude (g = 980.6199 gals.).
 MY2323
 MY2323.The modeled gravity was interpolated from observed gravity values.
 MY2323
 MY2323;                    North         East    Units  Estimated Accuracy
 MY2323;SPC CT       -   283,830.      372,360.      MT  (+/- 180 meters Scaled)
 MY2323
 MY2323                          SUPERSEDED SURVEY CONTROL
 MY2323
 MY2323.No superseded survey control is available for this station.
 MY2323
 MY2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG570554(NAD 83)
 MY2323_MARKER: DB = BENCH MARK DISK
 MY2323_SETTING: 66 = SET IN ROCK OUTCROP
 MY2323_SP_SET: ROCK OUTCROP
 MY2323_STAMPING: K 88 1986
 MY2323_MARK LOGO: NGS   
 MY2323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY2323+STABILITY: POSITION/ELEVATION WELL
 MY2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY2323+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 MY2323
 MY2323  HISTORY     - Date     Condition        Report By
 MY2323  HISTORY     - 1986     MONUMENTED       NGS
 MY2323  HISTORY     - 19961020 GOOD             USPSQD
 MY2323  HISTORY     - 20050521 GOOD             GEOCAC
 MY2323
 MY2323                          STATION DESCRIPTION
 MY2323
 MY2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2323'1.8 KM (1.1 MI) SE FROM QUINEBAUG.
 MY2323'1.8 KM (1.1 MI) SOUTHEAST ALONG STATE HIGHWAY 131 FROM THE JUNCTION OF
 MY2323'STATE HIGHWAY 197 IN QUINEBAUG TO THE MARK ON THE RIGHT IN TOP OF A
 MY2323'LARGE ROCK OUTCROP IN THE SOUTH ANGLE OF THE JUNCTION OF PARKER ROAD.
 MY2323'IT IS 10.67 METERS (35.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 MY2323'HIGHWAY, 17.07 METERS (56.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD
 MY2323'AND 11.49 METERS (37.7 FT) SOUTHEAST OF UTILITY POLE NO. 1836.
 MY2323'THE MARK IS 0.42 METERS  NE FROM  A WITNESS POST
 MY2323'THE MARK IS 1.1 M ABOVE HIGHWAY.
 MY2323
 MY2323                          STATION RECOVERY (1996)
 MY2323
 MY2323'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY2323'RECOVERED IN GOOD CONDITION.
 MY2323
 MY2323                          STATION RECOVERY (2005)
 MY2323
 MY2323'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 MY2323'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1838 ***********************************************************************
 LW1838  DESIGNATION -  K 89
 LW1838  PID         -  LW1838
 LW1838  STATE/COUNTY-  CT/NEW LONDON
 LW1838  USGS QUAD   -  JEWETT CITY (1984)
 LW1838
 LW1838                         *CURRENT SURVEY CONTROL
 LW1838  ___________________________________________________________________
 LW1838* NAD 83(1986)-  41 30 43.     (N)    071 53 27.     (W)     SCALED    
 LW1838* NAVD 88     -        86.683  (meters)     284.39   (feet)  ADJUSTED  
 LW1838  ___________________________________________________________________
 LW1838  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LW1838  DYNAMIC HT  -          86.652 (meters)     284.29  (feet)  COMP
 LW1838  MODELED GRAV-     980,261.9   (mgal)                       NAVD 88
 LW1838
 LW1838  VERT ORDER  -  FIRST     CLASS II
 LW1838
 LW1838.The horizontal coordinates were scaled from a topographic map and have
 LW1838.an estimated accuracy of +/- 6 seconds.
 LW1838
 LW1838.The orthometric height was determined by differential leveling
 LW1838.and adjusted by the National Geodetic Survey in June 1991..
 LW1838
 LW1838.The geoid height was determined by GEOID03.
 LW1838
 LW1838.The dynamic height is computed by dividing the NAVD 88
 LW1838.geopotential number by the normal gravity value computed on the
 LW1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1838.degrees latitude (g = 980.6199 gals.).
 LW1838
 LW1838.The modeled gravity was interpolated from observed gravity values.
 LW1838
 LW1838;                    North         East    Units  Estimated Accuracy
 LW1838;SPC CT       -   228,120.      376,520.      MT  (+/- 180 meters Scaled)
 LW1838
 LW1838                          SUPERSEDED SURVEY CONTROL
 LW1838
 LW1838.No superseded survey control is available for this station.
 LW1838
 LW1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF587996(NAD 83)
 LW1838_MARKER: I = METAL ROD
 LW1838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1838_SP_SET: STAINLESS STEEL ROD
 LW1838_STAMPING: K 89 1986
 LW1838_MARK LOGO: NGS   
 LW1838_PROJECTION: FLUSH
 LW1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1838_ROD/PIPE-DEPTH: 7.2  meters
 LW1838
 LW1838  HISTORY     - Date     Condition        Report By
 LW1838  HISTORY     - 1986     MONUMENTED       NGS
 LW1838
 LW1838                          STATION DESCRIPTION
 LW1838
 LW1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1838'5.2 KM (3.25 MI) SOUTH FROM GLASGO.
 LW1838'5.2 KM (3.25 MI) SOUTH ALONG STATE HIGHWAY 201 FROM THE INTERSECTION
 LW1838'OF STATE HIGHWAY 165 IN GLASGO TO THE MARK ON THE LEFT BETWEEN MILLER
 LW1838'ROAD AND BILLINGS LAKE ROAD, AND ACROSS HIGHWAY FROM A PULL-OUT.  ALSO
 LW1838'6.35 KM (3.95 MI) NORTHEAST ALONG STATE HIGHWAY 201 FROM THE JUNCTION
 LW1838'OF STATE HIGHWAY 2 IN NORTH STONINGTON.  IT IS 5.52 METERS (18.1 FT)
 LW1838'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.77 METERS (5.8 FT)
 LW1838'NORTH-NORTHEAST OF THE END POST OF A STEEL CABLE GUARDRAIL AND 0.70
 LW1838'METERS (2.3 FT) SOUTHEAST OF THE 2ND POST FROM THE END OF A STEEL
 LW1838'CABLE GUARDRAIL WHERE THERE IS AN OPENING FOR AN ABANDONED DRIVE.
 LW1838'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1838'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0015 ***********************************************************************
 LX0015  DESIGNATION -  K 9
 LX0015  PID         -  LX0015
 LX0015  STATE/COUNTY-  CT/WINDHAM
 LX0015  USGS QUAD   -  WILLIMANTIC (1984)
 LX0015
 LX0015                         *CURRENT SURVEY CONTROL
 LX0015  ___________________________________________________________________
 LX0015* NAD 83(1986)-  41 42 03.     (N)    072 11 06.     (W)     SCALED    
 LX0015* NAVD 88     -        52.677  (meters)     172.82   (feet)  ADJUSTED  
 LX0015  ___________________________________________________________________
 LX0015  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX0015  DYNAMIC HT  -          52.659 (meters)     172.77  (feet)  COMP
 LX0015  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LX0015
 LX0015  VERT ORDER  -  FIRST     CLASS II
 LX0015
 LX0015.The horizontal coordinates were scaled from a topographic map and have
 LX0015.an estimated accuracy of +/- 6 seconds.
 LX0015
 LX0015.The orthometric height was determined by differential leveling
 LX0015.and adjusted by the National Geodetic Survey in June 1991..
 LX0015
 LX0015.The geoid height was determined by GEOID03.
 LX0015
 LX0015.The dynamic height is computed by dividing the NAVD 88
 LX0015.geopotential number by the normal gravity value computed on the
 LX0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0015.degrees latitude (g = 980.6199 gals.).
 LX0015
 LX0015.The modeled gravity was interpolated from observed gravity values.
 LX0015
 LX0015;                    North         East    Units  Estimated Accuracy
 LX0015;SPC CT       -   248,900.      351,830.      MT  (+/- 180 meters Scaled)
 LX0015
 LX0015                          SUPERSEDED SURVEY CONTROL
 LX0015
 LX0015  NGVD 29 (??/??/92)   52.948  (m)          173.71   (f) ADJ UNCH    1 2
 LX0015
 LX0015.Superseded values are not recommended for survey control.
 LX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0015.See file dsdata.txt to determine how the superseded data were derived.
 LX0015
 LX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM342203(NAD 83)
 LX0015_MARKER: DB = BENCH MARK DISK
 LX0015_SETTING: 80 = SET IN A BOULDER
 LX0015_SP_SET: BOULDER
 LX0015_STAMPING: 173.714 FT K 9 1923
 LX0015_MARK LOGO: CGS   
 LX0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0015+STABILITY: SURFACE MOTION
 LX0015
 LX0015  HISTORY     - Date     Condition        Report By
 LX0015  HISTORY     - 1923     MONUMENTED       CGS
 LX0015  HISTORY     - 1951     GOOD             NGS
 LX0015  HISTORY     - 1984     GOOD             NGS
 LX0015
 LX0015                          STATION DESCRIPTION
 LX0015
 LX0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0015'1.2 MI SE FROM WILLIMANTIC.
 LX0015'ABOUT 1-1/4 MILES SOUTHEAST ALONG THE NEW YORK, NEW HAVEN AND
 LX0015'HARTFORD RAILROAD FROM THE STATION AT WILLIMANTIC, WINDHAM
 LX0015'COUNTY, IN THE TOWN OF WINDHAM, 29 RAILS NORTHWEST OF THE NORTHWEST
 LX0015'END OF THE BRIDGE 56.35 OVER SHETUCKET RIVER, 21-1/2 RAILS
 LX0015'SOUTHEAST OF BRIDGE 56.70 OVER A HIGHWAY, NEAR THE POINT WHERE
 LX0015'THE NEW HAVEN RAILROAD AND THE CENTRAL VERMONT RAILWAY START
 LX0015'TO DIVERGE FROM EACH OTHER, 34.5 FEET NORTHEAST OF THE
 LX0015'NORTHEAST RAIL, IN THE TOP OF A BOULDER WHICH SHOW 3 FEET BY 5
 LX0015'FEET AND ONE FOOT ABOVE THE GROUND, AND LEVEL WITH THE TRACK.
 LX0015'A STANDARD DISK, STAMPED 173.714 FT K 9 1923.
 LX0015
 LX0015                          STATION RECOVERY (1984)
 LX0015
 LX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0015'RECOVERED IN GOOD CONDITION, THE 1923 DESCRIPTION IS ADEQUATE WITH THE
 LX0015'FOLLOWING CORRECTION, CHANGE TO REACH TO 1.6 KM (1.0 MI) SOUTHEAST
 LX0015'ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF U.S. HIGHWAY 6 IN
 LX0015'WILLIMANTIC, THENCE 0.5 KM (0.3 MI) EAST ALONG PLAINS ROAD, THENCE
 LX0015'0.2 KM (0.15 MI) SOUTHEAST ALONG THE PENN CENTRAL RAILROAD TO THE MARK
 LX0015'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3348 ***********************************************************************
 LX3348  DESIGNATION -  K 90
 LX3348  PID         -  LX3348
 LX3348  STATE/COUNTY-  CT/NEW LONDON
 LX3348  USGS QUAD   -  HAMBURG (1984)
 LX3348
 LX3348                         *CURRENT SURVEY CONTROL
 LX3348  ___________________________________________________________________
 LX3348* NAD 83(1986)-  41 25 44.     (N)    072 21 58.     (W)     SCALED    
 LX3348* NAVD 88     -       101.162  (meters)     331.90   (feet)  ADJUSTED  
 LX3348  ___________________________________________________________________
 LX3348  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX3348  DYNAMIC HT  -         101.127 (meters)     331.78  (feet)  COMP
 LX3348  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX3348
 LX3348  VERT ORDER  -  FIRST     CLASS II
 LX3348
 LX3348.The horizontal coordinates were scaled from a topographic map and have
 LX3348.an estimated accuracy of +/- 6 seconds.
 LX3348
 LX3348.The orthometric height was determined by differential leveling
 LX3348.and adjusted by the National Geodetic Survey in June 1991..
 LX3348
 LX3348.The geoid height was determined by GEOID03.
 LX3348
 LX3348.The dynamic height is computed by dividing the NAVD 88
 LX3348.geopotential number by the normal gravity value computed on the
 LX3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3348.degrees latitude (g = 980.6199 gals.).
 LX3348
 LX3348.The modeled gravity was interpolated from observed gravity values.
 LX3348
 LX3348;                    North         East    Units  Estimated Accuracy
 LX3348;SPC CT       -   218,610.      336,890.      MT  (+/- 180 meters Scaled)
 LX3348
 LX3348                          SUPERSEDED SURVEY CONTROL
 LX3348
 LX3348.No superseded survey control is available for this station.
 LX3348
 LX3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL200897(NAD 83)
 LX3348_MARKER: DB = BENCH MARK DISK
 LX3348_SETTING: 66 = SET IN ROCK OUTCROP
 LX3348_SP_SET: ROCK OUTCROP
 LX3348_STAMPING: K 90 1986
 LX3348_MARK LOGO: NGS   
 LX3348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3348+STABILITY: POSITION/ELEVATION WELL
 LX3348
 LX3348  HISTORY     - Date     Condition        Report By
 LX3348  HISTORY     - 1986     MONUMENTED       NGS
 LX3348  HISTORY     - 1989     GOOD             USPSQD
 LX3348  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LX3348
 LX3348                          STATION DESCRIPTION
 LX3348
 LX3348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3348'3.0 KM (1.85 MI) NE FROM HADLYME.
 LX3348'3.0 KM (1.85 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3348'STATE HIGHWAY 148 IN HADLYME TO THE MARK ON THE LEFT IN TOP OF
 LX3348'EXPOSED ROCK OUTCROP, 0.4 KM (0.25 MI) SOUTHWEST OF THE NEW
 LX3348'LONDON-MIDDLESEX COUNTY LINE.  IT IS 5.42 METERS (17.8 FT) NORTH OF
 LX3348'THE CENTERLINE OF THE HIGHWAY.
 LX3348'THE MARK IS 1.13 METERS  SSW FROM  A WITNESS POST
 LX3348'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3348
 LX3348                          STATION RECOVERY (1989)
 LX3348
 LX3348'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3348'RECOVERED IN GOOD CONDITION.
 LX3348
 LX3348                          STATION RECOVERY (2001)
 LX3348
 LX3348'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3137 ***********************************************************************
 LX3137  DESIGNATION -  K 91
 LX3137  PID         -  LX3137
 LX3137  STATE/COUNTY-  CT/HARTFORD
 LX3137  USGS QUAD   -  HARTFORD NORTH (1992)
 LX3137
 LX3137                         *CURRENT SURVEY CONTROL
 LX3137  ___________________________________________________________________
 LX3137* NAD 83(1986)-  41 45 45.     (N)    072 40 29.     (W)     SCALED    
 LX3137* NAVD 88     -        10.912  (meters)      35.80   (feet)  ADJUSTED  
 LX3137  ___________________________________________________________________
 LX3137  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX3137  DYNAMIC HT  -          10.909 (meters)      35.79  (feet)  COMP
 LX3137  MODELED GRAV-     980,328.9   (mgal)                       NAVD 88
 LX3137
 LX3137  VERT ORDER  -  FIRST     CLASS II
 LX3137
 LX3137.The horizontal coordinates were scaled from a topographic map and have
 LX3137.an estimated accuracy of +/- 6 seconds.
 LX3137
 LX3137.The orthometric height was determined by differential leveling
 LX3137.and adjusted by the National Geodetic Survey in June 1991..
 LX3137
 LX3137.The geoid height was determined by GEOID03.
 LX3137
 LX3137.The dynamic height is computed by dividing the NAVD 88
 LX3137.geopotential number by the normal gravity value computed on the
 LX3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3137.degrees latitude (g = 980.6199 gals.).
 LX3137
 LX3137.The modeled gravity was interpolated from observed gravity values.
 LX3137
 LX3137;                    North         East    Units  Estimated Accuracy
 LX3137;SPC CT       -   255,600.      311,060.      MT  (+/- 180 meters Scaled)
 LX3137
 LX3137                          SUPERSEDED SURVEY CONTROL
 LX3137
 LX3137.No superseded survey control is available for this station.
 LX3137
 LX3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM932260(NAD 83)
 LX3137_MARKER: I = METAL ROD
 LX3137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3137_SP_SET: STAINLESS STEEL ROD
 LX3137_STAMPING: K 91 1986
 LX3137_MARK LOGO: NGS   
 LX3137_PROJECTION: FLUSH
 LX3137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3137_ROD/PIPE-DEPTH: 3.9  meters
 LX3137
 LX3137  HISTORY     - Date     Condition        Report By
 LX3137  HISTORY     - 1986     MONUMENTED       NGS
 LX3137
 LX3137                          STATION DESCRIPTION
 LX3137
 LX3137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3137'IN HARTFORD.
 LX3137'MARK IS LOCATED IN THE CITY OF HARTFORD AT THE INTERSECTION OF MAIN
 LX3137'STREET AND WELLS STREET AT THE SOUTHWEST CORNER OF THE METROPOLITAN
 LX3137'DISTRICT BUILDING OF ENGINEERING.  IT IS 7.3 METERS (24.2 FT) NORTH OF
 LX3137'THE NORTH CURB OF WELLS STREET, 1.0 METERS (3.4 FT) SOUTHEAST OF THE
 LX3137'SOUTHWEST CORNER OF BUILDING, 0.85 METERS (2.8 FT) SOUTH OF THE SOUTH
 LX3137'SIDE OF BUILDING AND 0.39 METERS (1.3 FT) EAST OF THE EAST EDGE OF A
 LX3137'SIDEWALK.
 LX3137'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3137'THE MARK IS 0.30 M ABOVE WELLS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3088 ***********************************************************************
 LX3088  DESIGNATION -  K 92
 LX3088  PID         -  LX3088
 LX3088  STATE/COUNTY-  CT/HARTFORD
 LX3088  USGS QUAD   -  MOODUS (1984)
 LX3088
 LX3088                         *CURRENT SURVEY CONTROL
 LX3088  ___________________________________________________________________
 LX3088* NAD 83(1986)-  41 37 10.     (N)    072 28 06.     (W)     SCALED    
 LX3088* NAVD 88     -       151.080  (meters)     495.67   (feet)  ADJUSTED  
 LX3088  ___________________________________________________________________
 LX3088  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3088  DYNAMIC HT  -         151.029 (meters)     495.50  (feet)  COMP
 LX3088  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX3088
 LX3088  VERT ORDER  -  FIRST     CLASS II
 LX3088
 LX3088.The horizontal coordinates were scaled from a topographic map and have
 LX3088.an estimated accuracy of +/- 6 seconds.
 LX3088
 LX3088.The orthometric height was determined by differential leveling
 LX3088.and adjusted by the National Geodetic Survey in June 1991..
 LX3088
 LX3088.The geoid height was determined by GEOID03.
 LX3088
 LX3088.The dynamic height is computed by dividing the NAVD 88
 LX3088.geopotential number by the normal gravity value computed on the
 LX3088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3088.degrees latitude (g = 980.6199 gals.).
 LX3088
 LX3088.The modeled gravity was interpolated from observed gravity values.
 LX3088
 LX3088;                    North         East    Units  Estimated Accuracy
 LX3088;SPC CT       -   239,740.      328,280.      MT  (+/- 180 meters Scaled)
 LX3088
 LX3088                          SUPERSEDED SURVEY CONTROL
 LX3088
 LX3088.No superseded survey control is available for this station.
 LX3088
 LX3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM109106(NAD 83)
 LX3088_MARKER: I = METAL ROD
 LX3088_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3088+WITH SETTING: INFORMATION.
 LX3088_SP_SET: STAINLESS STEEL ROD
 LX3088_STAMPING: K 92 1986
 LX3088_MARK LOGO: NGS   
 LX3088_PROJECTION: FLUSH
 LX3088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3088_ROD/PIPE-DEPTH: 2.4  meters
 LX3088
 LX3088  HISTORY     - Date     Condition        Report By
 LX3088  HISTORY     - 1986     MONUMENTED       NGS
 LX3088
 LX3088                          STATION DESCRIPTION
 LX3088
 LX3088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3088'1.4 KM (0.9 MI) WEST FROM MARLBOROUGH.
 LX3088'1.4 KM (0.9 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3088'MARLBOROUGH TO THE MARK ON THE RIGHT, AT THE INTERSECTION OF ROBERTS
 LX3088'ROAD, 10.9 METERS (35.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX3088'HIGHWAY, 32.1 METERS (76.0 FT) NORTHEAST OF THE CENTERLINE OF ROBERTS
 LX3088'ROAD, 11.5 METERS (37.9 FT) NORTHEAST OF POWER POLE NO. 1141.
 LX3088'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3088'THE MARK IS 0.36 METERS  SW FROM  A WITNESS POST
 LX3088'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3047 ***********************************************************************
 LX3047  DESIGNATION -  K 93
 LX3047  PID         -  LX3047
 LX3047  STATE/COUNTY-  CT/WINDHAM
 LX3047  USGS QUAD   -  WILLIMANTIC (1984)
 LX3047
 LX3047                         *CURRENT SURVEY CONTROL
 LX3047  ___________________________________________________________________
 LX3047* NAD 83(1986)-  41 41 57.     (N)    072 08 15.     (W)     SCALED    
 LX3047* NAVD 88     -        79.289  (meters)     260.13   (feet)  ADJUSTED  
 LX3047  ___________________________________________________________________
 LX3047  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX3047  DYNAMIC HT  -          79.261 (meters)     260.04  (feet)  COMP
 LX3047  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 LX3047
 LX3047  VERT ORDER  -  FIRST     CLASS II
 LX3047
 LX3047.The horizontal coordinates were scaled from a topographic map and have
 LX3047.an estimated accuracy of +/- 6 seconds.
 LX3047
 LX3047.The orthometric height was determined by differential leveling
 LX3047.and adjusted by the National Geodetic Survey in June 1991..
 LX3047
 LX3047.The geoid height was determined by GEOID03.
 LX3047
 LX3047.The dynamic height is computed by dividing the NAVD 88
 LX3047.geopotential number by the normal gravity value computed on the
 LX3047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3047.degrees latitude (g = 980.6199 gals.).
 LX3047
 LX3047.The modeled gravity was interpolated from observed gravity values.
 LX3047
 LX3047;                    North         East    Units  Estimated Accuracy
 LX3047;SPC CT       -   248,740.      355,780.      MT  (+/- 180 meters Scaled)
 LX3047
 LX3047                          SUPERSEDED SURVEY CONTROL
 LX3047
 LX3047.No superseded survey control is available for this station.
 LX3047
 LX3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM381203(NAD 83)
 LX3047_MARKER: DB = BENCH MARK DISK
 LX3047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3047_SP_SET: HEADWALL
 LX3047_STAMPING: K 93 1986
 LX3047_MARK LOGO: NGS   
 LX3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3047+STABILITY: SURFACE MOTION
 LX3047
 LX3047  HISTORY     - Date     Condition        Report By
 LX3047  HISTORY     - 1986     MONUMENTED       NGS
 LX3047  HISTORY     - 1989     GOOD             USPSQD
 LX3047
 LX3047                          STATION DESCRIPTION
 LX3047
 LX3047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3047'1.7 KM (1.05 MI) EAST FROM WINDHAM.
 LX3047'1.7 KM (1.05 MI) EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LX3047'WINDHAM TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF THE SOUTH
 LX3047'HEADWALL OF A SMALL BRIDGE OVER INDIAN HOLLOW BROOK, 4.11 METERS (13.5
 LX3047'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.88 METER (2.9 FT) EAST
 LX3047'OF THE WEST END OF THE HEADWALL.
 LX3047'THE MARK IS 0.20 M ABOVE HIGHWAY.
 LX3047
 LX3047                          STATION RECOVERY (1989)
 LX3047
 LX3047'RECOVERY NOTE BY US POWER SQUADRON 1989 (NB)
 LX3047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3232 ***********************************************************************
 LX3232  DESIGNATION -  K 96
 LX3232  PID         -  LX3232
 LX3232  STATE/COUNTY-  CT/NEW LONDON
 LX3232  USGS QUAD   -  FITCHVILLE (1983)
 LX3232
 LX3232                         *CURRENT SURVEY CONTROL
 LX3232  ___________________________________________________________________
 LX3232* NAD 83(1986)-  41 33 56.     (N)    072 08 37.     (W)     SCALED    
 LX3232* NAVD 88     -        49.269  (meters)     161.64   (feet)  ADJUSTED  
 LX3232  ___________________________________________________________________
 LX3232  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3232  DYNAMIC HT  -          49.251 (meters)     161.58  (feet)  COMP
 LX3232  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX3232
 LX3232  VERT ORDER  -  FIRST     CLASS II
 LX3232
 LX3232.The horizontal coordinates were scaled from a topographic map and have
 LX3232.an estimated accuracy of +/- 6 seconds.
 LX3232
 LX3232.The orthometric height was determined by differential leveling
 LX3232.and adjusted by the National Geodetic Survey in June 1991..
 LX3232
 LX3232.The geoid height was determined by GEOID03.
 LX3232
 LX3232.The dynamic height is computed by dividing the NAVD 88
 LX3232.geopotential number by the normal gravity value computed on the
 LX3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3232.degrees latitude (g = 980.6199 gals.).
 LX3232
 LX3232.The modeled gravity was interpolated from observed gravity values.
 LX3232
 LX3232;                    North         East    Units  Estimated Accuracy
 LX3232;SPC CT       -   233,900.      355,380.      MT  (+/- 180 meters Scaled)
 LX3232
 LX3232                          SUPERSEDED SURVEY CONTROL
 LX3232
 LX3232.No superseded survey control is available for this station.
 LX3232
 LX3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM381054(NAD 83)
 LX3232_MARKER: DB = BENCH MARK DISK
 LX3232_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3232_SP_SET: PIER
 LX3232_STAMPING: K 96 1986
 LX3232_MARK LOGO: NGS   
 LX3232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3232
 LX3232  HISTORY     - Date     Condition        Report By
 LX3232  HISTORY     - 1986     MONUMENTED       NGS
 LX3232  HISTORY     - 19910103 GOOD             USPSQD
 LX3232
 LX3232                          STATION DESCRIPTION
 LX3232
 LX3232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3232'0.9 KM (0.55 MI) SE FROM BOZRAH.
 LX3232'0.9 KM (0.55 MI) SOUTHEAST ALONG OLD STATE HIGHWAY 2 FROM THE POST
 LX3232'OFFICE IN BOZRAH, ALSO 5.5 KM (3.45 MI) NORTHWEST ALONG STATE HIGHWAY
 LX3232'2 FROM THE JUNCTION OF STATE HIGHWAY 169 IN NORWICH, THENCE 0.2 KM
 LX3232'(0.15 MI) WEST ALONG THE EXIT 24 RAMP TO THE MARK SET VERTICALLY IN
 LX3232'THE NORTHWESTERLY PIER OF THE BRIDGE FOR THE WESTBOUND LANES OF STATE
 LX3232'HIGHWAY 2.  IT IS 6.40 METERS (21.0 FT) SOUTHWEST OF THE CENTERLINE OF
 LX3232'OLD STATE HIGHWAY 2 AND 15.33 METERS (50.3 FT) SOUTHEAST OF UTILITY
 LX3232'POLE NO. 2424 WITH ONE GUY WIRE.
 LX3232'THE MARK IS 1.3 M ABOVE HIGHWAY.
 LX3232
 LX3232                          STATION RECOVERY (1991)
 LX3232
 LX3232'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1845 ***********************************************************************
 LW1845  DESIGNATION -  K 97
 LW1845  PID         -  LW1845
 LW1845  STATE/COUNTY-  CT/NEW LONDON
 LW1845  USGS QUAD   -  OLD MYSTIC (1983)
 LW1845
 LW1845                         *CURRENT SURVEY CONTROL
 LW1845  ___________________________________________________________________
 LW1845* NAD 83(1986)-  41 27 15.     (N)    071 57 55.     (W)     SCALED    
 LW1845* NAVD 88     -        96.150  (meters)     315.45   (feet)  ADJUSTED  
 LW1845  ___________________________________________________________________
 LW1845  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LW1845  DYNAMIC HT  -          96.116 (meters)     315.34  (feet)  COMP
 LW1845  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 LW1845
 LW1845  VERT ORDER  -  FIRST     CLASS II
 LW1845
 LW1845.The horizontal coordinates were scaled from a topographic map and have
 LW1845.an estimated accuracy of +/- 6 seconds.
 LW1845
 LW1845.The orthometric height was determined by differential leveling
 LW1845.and adjusted by the National Geodetic Survey in June 1991..
 LW1845
 LW1845.The geoid height was determined by GEOID03.
 LW1845
 LW1845.The dynamic height is computed by dividing the NAVD 88
 LW1845.geopotential number by the normal gravity value computed on the
 LW1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1845.degrees latitude (g = 980.6199 gals.).
 LW1845
 LW1845.The modeled gravity was interpolated from observed gravity values.
 LW1845
 LW1845;                    North         East    Units  Estimated Accuracy
 LW1845;SPC CT       -   221,650.      370,370.      MT  (+/- 180 meters Scaled)
 LW1845
 LW1845                          SUPERSEDED SURVEY CONTROL
 LW1845
 LW1845.No superseded survey control is available for this station.
 LW1845
 LW1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF523934(NAD 83)
 LW1845_MARKER: I = METAL ROD
 LW1845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1845_SP_SET: STAINLESS STEEL ROD
 LW1845_STAMPING: K 97 1986
 LW1845_MARK LOGO: NGS   
 LW1845_PROJECTION: FLUSH
 LW1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1845_ROD/PIPE-DEPTH: 4.8  meters
 LW1845
 LW1845  HISTORY     - Date     Condition        Report By
 LW1845  HISTORY     - 1986     MONUMENTED       NGS
 LW1845
 LW1845                          STATION DESCRIPTION
 LW1845
 LW1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1845'4.9 KM (3.05 MI) NE FROM LEDYARD CENTER.
 LW1845'4.9 KM (3.05 MI) NORTHEAST ALONG STATE HIGHWAY 214 FROM THE
 LW1845'INTERSECTION OF STATE HIGHWAY 117 IN LEDYARD CENTER TO THE MARK ON THE
 LW1845'LEFT AT THE JUNCTION OF ELIZABETH GEORGE DRIVE LEADING INTO THE
 LW1845'MASHANTUCKET PEQUOT INDIAN RESERVATION.  IT IS 6.64 METERS (21.8 FT)
 LW1845'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.28 METERS (20.6
 LW1845'FT) SOUTHWEST OF THE CENTER OF ELIZABETH GEORGE DRIVE, 5.12 METERS
 LW1845'(16.8 FT) SOUTHEAST OF UTILITY POLE NUMBER 236R WITH TWO GUY WIRES AND
 LW1845'A STREET LAMP AND 1.16 METERS (3.8 FT) SOUTHWEST OF A STOP SIGN.
 LW1845'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1845'THE MARK IS 0.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4849 ***********************************************************************
 LX4849  DESIGNATION -  KAMP
 LX4849  PID         -  LX4849
 LX4849  STATE/COUNTY-  CT/NEW LONDON
 LX4849  USGS QUAD   -  COLUMBIA (1984)
 LX4849
 LX4849                         *CURRENT SURVEY CONTROL
 LX4849  ___________________________________________________________________
 LX4849* NAD 83(1996)-  41 39 19.72211(N)    072 17 13.33409(W)     ADJUSTED  
 LX4849* NAVD 88     -       180.4    (meters)     592.     (feet)  VERTCON   
 LX4849  ___________________________________________________________________
 LX4849  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LX4849  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX4849
 LX4849  HORZ ORDER  -  FIRST
 LX4849
 LX4849.The horizontal coordinates were established by classical geodetic methods
 LX4849.and adjusted by the National Geodetic Survey in August 1998..
 LX4849
 LX4849.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4849
 LX4849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4849
 LX4849.The geoid height was determined by GEOID03.
 LX4849
 LX4849;                    North         East     Units Scale Factor Converg.
 LX4849;SPC CT       -   243,810.309   343,362.880   MT  0.99998539   +0 18 25.1
 LX4849;SPC CT       -   799,900.99  1,126,516.38   sFT  0.99998539   +0 18 25.1
 LX4849;UTM  18      - 4,615,081.613   725,898.964   MT  1.00022802   +1 48 14.2
 LX4849
 LX4849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4849!SPC CT       -   0.99997639  x   0.99998539  =   0.99996178
 LX4849!UTM  18      -   0.99997639  x   1.00022802  =   1.00020440
 LX4849
 LX4849:                Primary Azimuth Mark                     Grid Az
 LX4849:SPC CT       -  WILLIMANTIC KCE 84 MICROWAVE             062 22 23.1
 LX4849:UTM  18      -  WILLIMANTIC KCE 84 MICROWAVE             060 52 34.0
 LX4849
 LX4849|---------------------------------------------------------------------|
 LX4849| PID    Reference Object                     Distance      Geod. Az  |
 LX4849|                                                           dddmmss.s |
 LX4849| LX4830 WILLIMANTIC KCE 84 MICROWAVE        APPROX. 6.7 KM 0624048.2 |
 LX4849| LX4827 LEBANON FIRST CONG CH SPIRE         APPROX. 6.5 KM 1093158.3 |
 LX4849| LX4800 LEBANON RESET                       APPROX. 6.5 KM 1455644.6 |
 LX4849| DE4680 KAMP RM 1                            20.049 METERS 14608     |
 LX4849| DE4682 KAMP RM 3                            32.327 METERS 25009     |
 LX4849| DE4681 KAMP RM 2                            24.010 METERS 33531     |
 LX4849|---------------------------------------------------------------------|
 LX4849
 LX4849                          SUPERSEDED SURVEY CONTROL
 LX4849
 LX4849  NAD 83(1996)-  41 39 19.72164(N)    072 17 13.33382(W) AD(       ) 1
 LX4849  NAD 83(1992)-  41 39 19.72153(N)    072 17 13.33377(W) AD(       ) 1
 LX4849  NAD 83(1992)-  41 39 19.72275(N)    072 17 13.33543(W) AD(       ) 1
 LX4849  NAD 83(1986)-  41 39 19.72282(N)    072 17 13.33530(W) AD(       ) 1
 LX4849  NAD 27      -  41 39 19.36626(N)    072 17 15.04461(W) AD(       ) 1
 LX4849  NGVD 29 (07/19/86)  180.7    (m)          593.     (f) VERT ANG       
 LX4849
 LX4849.Superseded values are not recommended for survey control.
 LX4849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4849.See file dsdata.txt to determine how the superseded data were derived.
 LX4849
 LX4849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2589915082(NAD 83)
 LX4849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4849+STABILITY: SURFACE MOTION
 LX4849
 LX4849  HISTORY     - Date     Condition        Report By
 LX4849  HISTORY     - 1975     MONUMENTED       NGS
 LX4849
 LX4849                          STATION DESCRIPTION
 LX4849
 LX4849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4849'THE STATION IS ABOUT 4 MILES EAST OF HEBRON, 3-3/4 MILES SOUTH OF
 LX4849'COLUMBIA, 2-3/4 MILES NORTH-NORTHWEST OF EXETER, ON THE PROPERTY
 LX4849'OF THE CONNECTICUT TRAIL COUNCIL OF GIRLS SCOUTS.  COMMUNITY
 LX4849'SERVICE BUILDING.  1 STATE STREET.  NEW HAVEN, CONNECTICUT
 LX4849'06511.  PHONE 772-3160.
 LX4849'
 LX4849'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 LX4849'207, ABOUT 1/2 MILE SOUTHEAST OF EXETER, GO NORTHWEST ON HIGHWAY
 LX4849'207 FOR 0.85 MILE TO OLINICK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LX4849'NORTHEAST ON OLINICK ROAD FOR 0.8 MILE TO A TEE ROAD.  TURN LEFT
 LX4849'AND GO NORTHWESTERLY ON CLUB HOUSE ROAD FOR 1.25 MILES TO A SIDE
 LX4849'ROAD ON THE LEFT.  (ENTRANCE TO CAMP LAUREL.) TURN LEFT AND GO
 LX4849'NORTHWEST ON A PAVED ROAD FOR 0.25 MILE TO THE CAMP LAUREL
 LX4849'OFFICE ON THE LEFT AND THE END OF THE PAVED ROAD.  CONTINUE
 LX4849'NORTHWESTERLY ON A WOODS ROAD FOR 0.25 MILE TO A FORK.  TAKE THE
 LX4849'LEFT FORK AND GO WESTERLY ON A DIM WOODS ROAD FOR 0.15 MILE TO
 LX4849'A FORK.  TAKE THE RIGHT FORK AND GO NORTHWESTERLY ON A WOODS
 LX4849'ROAD FOR 0.05 MILE TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON
 LX4849'A WOODS ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT ON A KNOLL
 LX4849'AND THE HIGHEST PART OF THE HILL AS DESCRIBED.
 LX4849'
 LX4849'THE STATION MARKS ARE STANDARD DISKS STAMPED KAMP 1975.  THE
 LX4849'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX4849'SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 LX4849'OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 LX4849'74 FEET EAST OF THE CENTER OF THE WOODS ROAD, 13.5 FEET SOUTHEAST
 LX4849'OF A TWIN TRUNKED OAK TREE, ONE TRUNK 4 INCHES IN DIAMETER AND
 LX4849'ONE 6 INCHES IN DIAMETER, 13.4 FEET NORTH OF A 6-INCH OAK TREE
 LX4849'WITH A TRIANGLE BLAZE AND 5.3 FEET WEST OF A METAL WITNESS
 LX4849'POST.
 LX4849'
 LX4849'REFERENCE MARK 1, STAMPED KAMP NO 1 1975, IS A STANDARD DISK
 LX4849'CEMENTED IN A DRILL HOLE IN A 6 BY 10 FOOT BOULDER THAT PROJECTS
 LX4849'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 52 FEET SOUTH OF THE
 LX4849'6-INCH TRIANGLE BLAZED OAK TREE, 18 FEET EAST OF A TWIN TRUNKED
 LX4849'OAK TREE, EACH TRUNK 5 INCHES IN DIAMETER AND 10.3 FEET SOUTHWEST
 LX4849'OF A 4-INCH OAK TREE WITH A WITNESS SIGN NAILED TO IT.
 LX4849'
 LX4849'REFERENCE MARK 2, STAMPED KAMP NO 2 1975, IS A STANDARD DISK
 LX4849'CEMENTED IN A DRILL HOLE IN A BOULDER 3 FEET IN DIAMETER THAT IS
 LX4849'FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET NORTH OF A TWIN
 LX4849'TRUNKED OAK TREE, EACH TRUNK 5 INCHES IN DIAMETER, 11 FEET EAST OF
 LX4849'A TWIN TRUNKED OAK TREE, EACH TRUNK 10 INCHES IN DIAMETER AND 3.5
 LX4849'FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4849'
 LX4849'REFERENCE MARK 3, STAMPED KAMP NO 3 1975, IS A STANDARD DISK
 LX4849'CEMENTED IN A DRILL HOLE IN A 2 BY 5 FOOT BOULDER THAT PROJECTS 6
 LX4849'INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET WEST OF THE
 LX4849'CENTER OF THE WOODS ROAD, 9 FEET SOUTH OF A 10-INCH OAK TREE
 LX4849'AND 2.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX4849'
 LX4849'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5776 ***********************************************************************
 LX5776  DESIGNATION -  KANE
 LX5776  PID         -  LX5776
 LX5776  STATE/COUNTY-  CT/NEW LONDON
 LX5776  USGS QUAD   -  HAMBURG (1984)
 LX5776
 LX5776                         *CURRENT SURVEY CONTROL
 LX5776  ___________________________________________________________________
 LX5776* NAD 83(1996)-  41 29 02.90285(N)    072 17 58.21996(W)     ADJUSTED  
 LX5776* NAVD 88     -       119.9    (meters)     393.     (feet)  VERTCON   
 LX5776  ___________________________________________________________________
 LX5776  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LX5776  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX5776
 LX5776  HORZ ORDER  -  SECOND
 LX5776
 LX5776.The horizontal coordinates were established by classical geodetic methods
 LX5776.and adjusted by the National Geodetic Survey in August 1998..
 LX5776
 LX5776.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5776
 LX5776.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5776
 LX5776.The geoid height was determined by GEOID03.
 LX5776
 LX5776;                    North         East     Units Scale Factor Converg.
 LX5776;SPC CT       -   224,775.668   342,423.556   MT  0.99998351   +0 17 55.3
 LX5776;SPC CT       -   737,451.50  1,123,434.62   sFT  0.99998351   +0 17 55.3
 LX5776;UTM  18      - 4,596,024.321   725,456.101   MT  1.00022558   +1 47 22.5
 LX5776
 LX5776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5776!SPC CT       -   0.99998592  x   0.99998351  =   0.99996943
 LX5776!UTM  18      -   0.99998592  x   1.00022558  =   1.00021150
 LX5776
 LX5776:                Primary Azimuth Mark                     Grid Az
 LX5776:SPC CT       -  MONTVILLE ATT MICROWAVE                  101 38 16.6
 LX5776:UTM  18      -  MONTVILLE ATT MICROWAVE                  100 08 49.4
 LX5776
 LX5776|---------------------------------------------------------------------|
 LX5776| PID    Reference Object                     Distance      Geod. Az  |
 LX5776|                                                           dddmmss.s |
 LX5776| LX5541 MONTVILLE ATT MICROWAVE             APPROX. 8.2 KM 1015611.9 |
 LX5776| DE4684 KANE RM 2                            15.783 METERS 34518     |
 LX5776| DE4683 KANE AZ MK                                         3494927.8 |
 LX5776|---------------------------------------------------------------------|
 LX5776
 LX5776                          SUPERSEDED SURVEY CONTROL
 LX5776
 LX5776  NAD 83(1992)-  41 29 02.90198(N)    072 17 58.21954(W) AD(       ) 2
 LX5776  NAD 83(1986)-  41 29 02.90345(N)    072 17 58.22214(W) AD(       ) 2
 LX5776  NAD 27      -  41 29 02.54973(N)    072 17 59.92759(W) AD(       ) 2
 LX5776  NGVD 29 (07/19/86)  120.2    (m)          394.     (f) VERT ANG       
 LX5776
 LX5776.Superseded values are not recommended for survey control.
 LX5776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5776.See file dsdata.txt to determine how the superseded data were derived.
 LX5776
 LX5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2545696024(NAD 83)
 LX5776_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5776_SETTING: 66 = SET IN ROCK OUTCROP
 LX5776_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5776+STABILITY: POSITION/ELEVATION WELL
 LX5776
 LX5776  HISTORY     - Date     Condition        Report By
 LX5776  HISTORY     - 1975     MONUMENTED       NGS
 LX5776  HISTORY     - 19991223 GOOD             USPSQD
 LX5776  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 LX5776
 LX5776                          STATION DESCRIPTION
 LX5776
 LX5776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX5776'STATION IS ABOUT 2 MILES WEST OF SALEM FOUR CORNERS, 1-3/4 MILES
 LX5776'SOUTHWEST OF SALEM, 1-1/2 MILES NORTHWEST OF THE JUNCTION OF
 LX5776'STATE HIGHWAYS 11 AND 82, ALONG THE WEST SIDE OF THE NORTH BOUND
 LX5776'LANE OF STATE HIGHWAY 11 AND ON THE HIGHWAY RIGHT-OF-WAY.
 LX5776'
 LX5776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND
 LX5776'85 AT SALEM FOUR CORNERS, GO SOUTHWEST ON HIGHWAY 82 FOR 0.95
 LX5776'MILE TO THE ENTRANCE RAMP OF STATE HIGHWAY 11 (NORTH).  TURN RIGHT
 LX5776'AND GO NORTHWEST ON HIGHWAY 11 FOR 1.75 MILES TO A HIGH ROCK
 LX5776'CLIFF ON THE LEFT AND THE STATION ON TOP OF THE CLIFF AS
 LX5776'DESCRIBED.  TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE NORTH
 LX5776'ON HIGHWAY 11 FOR 0.4 MILE TO THE MARK ON THE RIGHT AS
 LX5776'DESCRIBED.
 LX5776'
 LX5776'STATION MARK, STAMPED KANE 1975, IS A STANDARD DISK CEMENTED IN A
 LX5776'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND
 LX5776'SURFACE.  IT IS 30.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 LX5776'19 FEET NORTHEAST OF A 10-INCH OAK TREE AND 10 FEET WEST OF THE
 LX5776'EDGE OF THE CLIFF.
 LX5776'
 LX5776'REFERENCE MARK 1, STAMPED KANE 1975 RM 1, IS A STANDARD DISK
 LX5776'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 LX5776'WITH THE GROUND SURFACE.  IT IS 32.5 FEET SOUTHEAST OF THE
 LX5776'10-INCH OAK TREE AND 11 FEET WEST OF THE EDGE OF THE CLIFF.
 LX5776'
 LX5776'REFERENCE MARK 2, STAMPED KANE 1975 RM 2, IS A STANDARD DISK
 LX5776'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 LX5776'WITH THE GROUND SURFACE.  IT IS 63 FEET NORTH OF THE 10-INCH
 LX5776'OAK TREE, 44.5 FEET NORTHEAST OF THE METAL WITNESS POST AND 2.5
 LX5776'FEET WEST OF THE EDGE OF THE CLIFF.
 LX5776'
 LX5776'AZIMUTH MARK, STAMPED KANE 1975 AZ, IS A STANDARD REFERENCE
 LX5776'MARK DISK CEMENTED IN A DRILL HOLE IN A CONCRETE DRAINAGE
 LX5776'BASIN.  IT IS 49 FEET SOUTHEAST OF THE WEST END OF A SIGN
 LX5776'WITCH MEADOW ROAD 1/2 MILE AND 27.5 FEET EAST OF THE CENTER
 LX5776'LINE OF THE NORTH BOUND LANE OF STATE HIGHWAY 11.
 LX5776'
 LX5776'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO A LARGE
 LX5776'DIFFERENCE IN ELEVATION.
 LX5776'
 LX5776'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LX5776
 LX5776                          STATION RECOVERY (1999)
 LX5776
 LX5776'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5776'RECOVERED IN GOOD CONDITION.
 LX5776
 LX5776                          STATION RECOVERY (2004)
 LX5776
 LX5776'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX5776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7350 ***********************************************************************
 LX7350  DESIGNATION -  KAREN
 LX7350  PID         -  LX7350
 LX7350  STATE/COUNTY-  CT/LITCHFIELD
 LX7350  USGS QUAD   -  NEW PRESTON (1984)
 LX7350
 LX7350                         *CURRENT SURVEY CONTROL
 LX7350  ___________________________________________________________________
 LX7350* NAD 83(1996)-  41 39 59.78836(N)    073 20 45.72791(W)     ADJUSTED  
 LX7350* NAVD 88     -       318.6    (meters)    1045.     (feet)  VERTCON   
 LX7350  ___________________________________________________________________
 LX7350  LAPLACE CORR-           7.01  (seconds)                    DEFLEC99
 LX7350  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX7350
 LX7350  HORZ ORDER  -  SECOND
 LX7350
 LX7350.The horizontal coordinates were established by classical geodetic methods
 LX7350.and adjusted by the National Geodetic Survey in August 1998..
 LX7350
 LX7350.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7350
 LX7350.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7350
 LX7350.The geoid height was determined by GEOID03.
 LX7350
 LX7350;                    North         East     Units Scale Factor Converg.
 LX7350;SPC CT       -   245,114.300   255,162.785   MT  0.99998583   -0 23 42.7
 LX7350;SPC CT       -   804,179.17    837,146.57   sFT  0.99998583   -0 23 42.7
 LX7350;UTM  18      - 4,614,082.561   637,692.325   MT  0.99983331   +1 05 59.0
 LX7350
 LX7350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7350!SPC CT       -   0.99995468  x   0.99998583  =   0.99994051
 LX7350!UTM  18      -   0.99995468  x   0.99983331  =   0.99978799
 LX7350
 LX7350|---------------------------------------------------------------------|
 LX7350| PID    Reference Object                     Distance      Geod. Az  |
 LX7350|                                                           dddmmss.s |
 LX7350| CR8723 KAREN RM 1                           19.021 METERS 03937     |
 LX7350| CR8724 KAREN RM 2                           11.760 METERS 33245     |
 LX7350|---------------------------------------------------------------------|
 LX7350
 LX7350                          SUPERSEDED SURVEY CONTROL
 LX7350
 LX7350  NAD 83(1996)-  41 39 59.78830(N)    073 20 45.72834(W) AD(       ) 2
 LX7350  NAD 83(1992)-  41 39 59.78846(N)    073 20 45.72846(W) AD(       ) 2
 LX7350  NAD 83(1992)-  41 39 59.78980(N)    073 20 45.72951(W) AD(       ) 2
 LX7350  NAD 83(1986)-  41 39 59.78945(N)    073 20 45.72949(W) AD(       ) 2
 LX7350  NAD 83(1986)-  41 39 59.78953(N)    073 20 45.72903(W) AD(       ) 2
 LX7350  NGVD 29 (07/14/89)  318.9    (m)         1046.     (f) VERT ANG       
 LX7350
 LX7350.Superseded values are not recommended for survey control.
 LX7350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7350.See file dsdata.txt to determine how the superseded data were derived.
 LX7350
 LX7350_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3769214083(NAD 83)
 LX7350_MARKER: DS = TRIANGULATION STATION DISK
 LX7350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7350_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7350+STABILITY: SURFACE MOTION
 LX7350
 LX7350  HISTORY     - Date     Condition        Report By
 LX7350  HISTORY     - 1984     MONUMENTED       NGS
 LX7350
 LX7350                          STATION DESCRIPTION
 LX7350
 LX7350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7350'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)
 LX7350'NORTH-NORTHEAST OF NEW MILFORD, 5.6 KM (3.5 MI) NORTH-NORTHWEST OF
 LX7350'WASHINGTON AND 0.8 KM (0.5 MI) NORTHWEST OF STATE HIGHWAY 45 AND
 LX7350'U.S. HIGHWAY 202 ON KINNEY HILL ROAD RIGHT-OF-WAY.
 LX7350'OWNERSHIP--MR JOHN A MARSH, FIRST SELECTMEN, BRYAN MEMORIAL TOWN
 LX7350'HALL, WASHINGTON DEPOT CT 06794, PHONE 203-868-2259.
 LX7350'
 LX7350'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 47 AND
 LX7350'U.S. HIGHWAY 202 ABOUT 3 MILES NORTH-NORTHWEST OF WASHINGTON, GO
 LX7350'WEST ON HIGHWAY 202 FOR 1.3 KM (0.8 MI) TO A SIDE ROAD LEFT,
 LX7350'CHRISTIAN HILL ROAD. TURN LEFT, SOUTHWEST AND GO 0.55 KM (0.35 MI)
 LX7350'TO BALDWIN HILL ROAD ON THE LEFT. TURN LEFT AND GO SOUTH FOR 1.3 KM
 LX7350'(0.8 MI) TO CALHOUN STREET ON THE LEFT. TURN LEFT AND GO EAST FOR
 LX7350'0.25 KM (0.15 MI) TO KINNEY HILL ROAD ON THE LEFT. TURN LEFT AND GO
 LX7350'NORTH FOR 0.3 KM (0.2 MI) TO A CEMETERY AND THE STATION ON THE
 LX7350'RIGHT.
 LX7350'
 LX7350'THE STATION IS A STANDARD NGS DISK
 LX7350'STAMPED---KAREN 1984---,
 LX7350'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7350'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7350'11.9 METERS (39.0 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE NUMBER
 LX7350'13485,
 LX7350'7.5 METERS (24.5 FT) EAST-NORTHEAST FROM THE NORTH CORNER OF THE
 LX7350'EASTERLY SQUARE COLUMN AT ENTRANCE TO CEMETERY,
 LX7350'6.7 METERS (22.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7350'A PAVED ROAD AND
 LX7350'1.2 METERS (4.0 FT) NORTH-NORTHWEST FROM A ROCK WALL.
 LX7350'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7350'STAMPED---KAREN 1984---,
 LX7350'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7350'
 LX7350'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7350'STAMPED---KAREN NO 1 1984---,
 LX7350'SET INTO DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7350'17.4 METERS (57.0 FT) EAST FROM A UTILITY POLE NUMBER 13485,
 LX7350'5.5 METERS (18.0 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7350'A PAVED ROAD AND
 LX7350'2.1 METERS (7.0 FT) NORTH-NORTHWEST FROM A ROCK WALL.
 LX7350'MARK IS LEVEL WITH THE STATION.
 LX7350'
 LX7350'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7350'STAMPED---KAREN NO 2 1984---,
 LX7350'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7350'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7350'8.5 METERS (28.0 FT) WEST FROM THE APPROXIMATE CENTER OF A GRAVEL
 LX7350'DRIVE,
 LX7350'4.3 METERS (14.0 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER OF
 LX7350'A PAVED ROAD AND
 LX7350'0.6 METER (2.0 FT) WEST FROM A POWER POLE.
 LX7350'MARK IS 0.3 METER BELOW THE STATION.
 LX7350'
 LX7350'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK
 LX7350'STAMPED---6174---,
 LX7350'SET IN THE TOP OF A PREFABRICTED CONCRETE POST IMBEDDED IN A MASS
 LX7350'OF CONCRETE 15 CM ON SIDE, RECESSED 5 CM BELOW GROUND. LOCATED
 LX7350'82.91 METERS (272 FT) NORTHEAST FROM THE CENTER OF A GRAVEL DRIVE,
 LX7350'13.72 METERS (45.0 FT) NORTH FROM THE CENTER OF A BARWAY AND
 LX7350'5.94 METERS (19.5 FT) EAST-SOUTHEAST FROM THE CENTER LINE OF KINNEY
 LX7350'HILL ROAD.
 LX7350'TO REACH THE AZIMUTH FROM THE STATION,
 LX7350'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.2 KM (0.1 MI) ON KINNEY
 LX7350'HILL ROAD TO THE MARK ON THE RIGHT.
 LX7350'
 LX7350'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 LX7350'
 LX7350'AN EDM TIE WAS MADE TO 6174 CTGS. SEE DESCRIPTION THEREOF.
 LX7350'
 LX7350'DESCRIBED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7595 ***********************************************************************
 LX7595  DESIGNATION -  KAZ
 LX7595  PID         -  LX7595
 LX7595  STATE/COUNTY-  CT/NEW HAVEN
 LX7595  USGS QUAD   -  MOUNT CARMEL (1984)
 LX7595
 LX7595                         *CURRENT SURVEY CONTROL
 LX7595  ___________________________________________________________________
 LX7595* NAD 83(1996)-  41 22 50.46885(N)    072 57 54.78941(W)     ADJUSTED  
 LX7595* NAVD 88     -       181.6    (meters)     596.     (feet)  VERTCON   
 LX7595  ___________________________________________________________________
 LX7595  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX7595  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX7595
 LX7595  HORZ ORDER  -  FIRST
 LX7595
 LX7595.The horizontal coordinates were established by classical geodetic methods
 LX7595.and adjusted by the National Geodetic Survey in August 1998..
 LX7595
 LX7595.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7595
 LX7595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7595
 LX7595.The geoid height was determined by GEOID03.
 LX7595
 LX7595;                    North         East     Units Scale Factor Converg.
 LX7595;SPC CT       -   213,210.365   286,797.939   MT  0.99998669   -0 08 33.7
 LX7595;SPC CT       -   699,507.67    940,936.24   sFT  0.99998669   -0 08 33.7
 LX7595;UTM  18      - 4,583,015.852   670,144.351   MT  0.99995628   +1 20 43.6
 LX7595
 LX7595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7595!SPC CT       -   0.99997614  x   0.99998669  =   0.99996283
 LX7595!UTM  18      -   0.99997614  x   0.99995628  =   0.99993242
 LX7595
 LX7595|---------------------------------------------------------------------|
 LX7595| PID    Reference Object                     Distance      Geod. Az  |
 LX7595|                                                           dddmmss.s |
 LX7595| CR9699 KAZ RM 1                                           09830     |
 LX7595| CR9700 KAZ RM 2                             19.100 METERS 20202     |
 LX7595|---------------------------------------------------------------------|
 LX7595
 LX7595                          SUPERSEDED SURVEY CONTROL
 LX7595
 LX7595  NAD 83(1992)-  41 22 50.46803(N)    072 57 54.78942(W) AD(       ) 1
 LX7595  NAD 83(1986)-  41 22 50.46930(N)    072 57 54.79311(W) AD(       ) 1
 LX7595  NAD 83(1986)-  41 22 50.46851(N)    072 57 54.79292(W) AD(       ) 1
 LX7595  NGVD 29 (01/16/90)  181.9    (m)          597.     (f) VERT ANG       
 LX7595
 LX7595.Superseded values are not recommended for survey control.
 LX7595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7595.See file dsdata.txt to determine how the superseded data were derived.
 LX7595
 LX7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7014483016(NAD 83)
 LX7595_MARKER: DS = TRIANGULATION STATION DISK
 LX7595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7595+STABILITY: SURFACE MOTION
 LX7595
 LX7595  HISTORY     - Date     Condition        Report By
 LX7595  HISTORY     - 1982     MONUMENTED       NGS
 LX7595
 LX7595                          STATION DESCRIPTION
 LX7595
 LX7595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7595'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF
 LX7595'NEW HAVEN, 6.4 KM (4.0 MI) SOUTHWEST OF HAMDEN, 0.8 KM (0.5 MI)
 LX7595'EAST OF STATE HIGHWAY 69 AND ALONG A PAVED ROAD ON WEST ROCK
 LX7595'RIDGE.
 LX7595'OWNERSHIP--DEPARTMENT OF ENVIRONMENTAL PROTECTION, REGION 2,
 LX7595'PO BOX 161, PLEASANT VALLEY CT 06063, PHONE 203-379-0771.
 LX7595'
 LX7595'TO REACH THE STATION FROM THE POST OFFICE IN CHESHIRE, GO
 LX7595'SOUTHERLY ON STATE HIGHWAYS 68 AND 70 EAST, FOR 0.9 KM (0.55 MI)
 LX7595'TO THE JUNCTION OF STATE HIGHWAY 10, GO SOUTHERLY ON HIGHWAY 10
 LX7595'FOR 6.7 KM (4.2 MI) TO SHEPHARD AVENUE.  TURN RIGHT AND GO
 LX7595'WESTERLY ON SHEPHARD AVENUE FOR 4.0 KM (2.5 MI) TO WEST
 LX7595'SHEPHARD AVENUE.  TURN RIGHT AND GO WEST ON WEST SHEPHARD AVENUE
 LX7595'FOR 1.8 KM (1.15 MI) TO TWO METAL GATE POST, CONTINUE STRAIGHT
 LX7595'AHEAD, PASSING BETWEEN THE METAL POST AND CONTINUE ON THE PAVED
 LX7595'ROAD FOR 3.8 KM (2.4 MI) TO THE STATION ON THE RIGHT.
 LX7595'
 LX7595'THE STATION IS A STANDARD NGS DISK
 LX7595'STAMPED---KAZ 1982---,
 LX7595'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7595'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7595'18.68 METERS (61.3 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 LX7595'OF THE ASPHALT ROAD,
 LX7595'6.28 METERS (20.6 FT) SOUTHWEST FROM A 40 CM OAK TREE,
 LX7595'6.22 METERS (20.4 FT) SOUTH FROM A 25 CM PINE TREE AND
 LX7595'0.94 METER (3.1 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 LX7595'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7595'STAMPED---KAZ 1982---,
 LX7595'SET INTO BEDROCK 0.5 METERS BELOW THE SURFACE.
 LX7595'
 LX7595'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7595'STAMPED---KAZ 1982 NO 1---,
 LX7595'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 2 METERS
 LX7595'LARGEST DIMENSION.  IT IS LOCATED
 LX7595'15.85 METERS (52.0 FT) NORTHWEST FROM A WITNESS POST,
 LX7595'5.33 METERS (17.5 FT) SOUTH-SOUTHEAST FROM A 40 CM PINE TREE AND
 LX7595'0.61 METER (2.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 LX7595'ASPHALT ROAD.
 LX7595'MARK IS BELOW STATION 3 METERS.
 LX7595'
 LX7595'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7595'STAMPED---KAZ 1982 NO 2---,
 LX7595'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 2 METERS
 LX7595'LARGEST DIMENSION.  IT IS LOCATED
 LX7595'20.36 METERS (66.8 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER
 LX7595'OF THE ASHPALT ROAD,
 LX7595'1.65 METERS (5.4 FT) NORTHWEST FROM A 10 CM OAK TREE AND
 LX7595'0.30 METER (1.0 FT) NORTHWEST FROM A WITNESS POST.
 LX7595'MARK IS ABOVE STATION 0.6 METERS.
 LX7595'
 LX7595'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES.
 LX7595'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7595'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 LX7595'
 LX7595'DESCRIBED BY V.D. NOVAK, CHECKED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5997 ***********************************************************************
 LX5997  DESIGNATION -  KEECH
 LX5997  PID         -  LX5997
 LX5997  STATE/COUNTY-  CT/MIDDLESEX
 LX5997  USGS QUAD   -  DEEP RIVER (1971)
 LX5997
 LX5997                         *CURRENT SURVEY CONTROL
 LX5997  ___________________________________________________________________
 LX5997* NAD 83(1996)-  41 29 10.37217(N)    072 26 38.33137(W)     ADJUSTED  
 LX5997* NAVD 88     -       147.5    (meters)     484.     (feet)  VERTCON   
 LX5997  ___________________________________________________________________
 LX5997  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LX5997  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX5997
 LX5997  HORZ ORDER  -  FIRST
 LX5997
 LX5997.The horizontal coordinates were established by classical geodetic methods
 LX5997.and adjusted by the National Geodetic Survey in August 1998..
 LX5997
 LX5997.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5997
 LX5997.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5997
 LX5997.The geoid height was determined by GEOID03.
 LX5997
 LX5997;                    North         East     Units Scale Factor Converg.
 LX5997;SPC CT       -   224,953.281   330,356.971   MT  0.99998348   +0 12 10.5
 LX5997;SPC CT       -   738,034.22  1,083,846.16   sFT  0.99998348   +0 12 10.5
 LX5997;UTM  18      - 4,595,887.892   713,386.456   MT  1.00016039   +1 41 37.8
 LX5997
 LX5997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5997!SPC CT       -   0.99998156  x   0.99998348  =   0.99996504
 LX5997!UTM  18      -   0.99998156  x   1.00016039  =   1.00014195
 LX5997
 LX5997|---------------------------------------------------------------------|
 LX5997| PID    Reference Object                     Distance      Geod. Az  |
 LX5997|                                                           dddmmss.s |
 LX5997| DE4686 KEECH RM 2                           10.887 METERS 07115     |
 LX5997| LX5975 SHANAGANS BARN GABLE                APPROX. 3.1 KM 1253039.6 |
 LX5997| LX5956 STRONGS BARN CUPOLA                 APPROX. 3.4 KM 1673549.8 |
 LX5997| LX5991 MARTINS CHIMNEY                     APPROX. 1.7 KM 1721545.6 |
 LX5997| LX6001 PECKS BARN GABLE                    APPROX. 1.4 KM 1794635.2 |
 LX5997| LX6113 LONG HILL RESET                     APPROX. 6.9 KM 2292621.3 |
 LX5997| LX6077 BINGHAM HOUSE GABLE                 APPROX. 1.3 KM 2343744.7 |
 LX5997| LX6080 BOLSTER GARAGE CUPOLA               APPROX. 3.9 KM 2385403.5 |
 LX5997| LX6028 WHITTEMORES GABLE                   APPROX. 4.0 KM 2444541.6 |
 LX5997| LX6025 FAARTOFTS CUPOLA                    APPROX. 4.5 KM 2461059.1 |
 LX5997| LX6130 KNOWLES HOMESTEAD CHIMNEY           APPROX. 9.1 KM 2535812.8 |
 LX5997| LX6104 MIDDLESEX COUNTY HOME CHIMNEY       APPROX. 5.1 KM 2542550.3 |
 LX5997| LX6106 BRAINERDS CHIMNEY                   APPROX. 5.1 KM 2823536.3 |
 LX5997| LX6046 KLARS SILO                          APPROX. 2.0 KM 2845332.2 |
 LX5997| LX6859 KRUGERS BARN CUPOLA                 APPROX. 5.7 KM 2912426.8 |
 LX5997| LX6047 JOHNSONS BARN CUPOLA                APPROX. 2.2 KM 2992558.8 |
 LX5997| LX4896 ECHO FARM CHIMNEY                   APPROX. 3.5 KM 3053007.8 |
 LX5997| LX4902 ORCHARD MANSION BARN VENT           APPROX. 2.6 KM 3425155.9 |
 LX5997| DE4685 KEECH RM 1                           17.082 METERS 34626     |
 LX5997|---------------------------------------------------------------------|
 LX5997
 LX5997                          SUPERSEDED SURVEY CONTROL
 LX5997
 LX5997  NAD 83(1992)-  41 29 10.37141(N)    072 26 38.33113(W) AD(       ) 1
 LX5997  NAD 83(1986)-  41 29 10.37315(N)    072 26 38.33367(W) AD(       ) 1
 LX5997  NAD 27      -  41 29 10.01639(N)    072 26 40.02458(W) AD(       ) 1
 LX5997  NGVD 29 (07/19/86)  147.8    (m)          485.     (f) VERT ANG       
 LX5997
 LX5997.Superseded values are not recommended for survey control.
 LX5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5997.See file dsdata.txt to determine how the superseded data were derived.
 LX5997
 LX5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1338695888(NAD 83)
 LX5997_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5997_SETTING: 66 = SET IN ROCK OUTCROP
 LX5997_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5997_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5997+STABILITY: POSITION/ELEVATION WELL
 LX5997
 LX5997  HISTORY     - Date     Condition        Report By
 LX5997  HISTORY     - 1934     MONUMENTED       CGS
 LX5997  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5997  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5997  HISTORY     - 1984     GOOD             USPSQD
 LX5997  HISTORY     - 19900407 GOOD             USPSQD
 LX5997  HISTORY     - 19971029 GOOD             USPSQD
 LX5997  HISTORY     - 19980309 GOOD             USPSQD
 LX5997  HISTORY     - 20020605 GOOD             INDIV
 LX5997
 LX5997                          STATION DESCRIPTION
 LX5997
 LX5997'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5997'THIS STATION IS ON THE CHEST - ELM FARM OF MRS. F.B. KEECH IN
 LX5997'LITTLE HADDAM.  TO APPROACH FROM MOODUS VILLAGE.  TURN S AT
 LX5997'THE SQUARE (SOLDIERS MONUMENT), GO 1.2 MILES TO THE N GATE OF
 LX5997'THE KEECH ESTATE.  THE STATION LIES ON THE HIGHEST PART OF THE
 LX5997'WOODED HILL DIRECTLY E OF THIS GATEWAY.  THE TOP OF THE HILL IS
 LX5997'A SMOOTHLY ROUNDING LEDGE ABOUT 21 METERS E AND W AND 4.5 METERS
 LX5997'WIDE AT THE WIDEST PART.  AT THE WESTERN EDGE THE LEDGE DROPS A
 LX5997'ABRUPTLY FOR ABOUT 4 METERS.  THIS SLOPE IS COVERED WITH MANY
 LX5997'MASSIVE FRAGMENTS OF ROCK.
 LX5997'
 LX5997'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5997'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE
 LX5997'MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 LX5997'DESCRIBED IN NOTE 12C.  REFERENCE MARK NO. 2 IS A STANDARD
 LX5997'BRONZE DISK SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX5997'
 LX5997'THE STATION IS 7.8 METERS E OF THE WESTERN BREAK IN THE
 LX5997'LEDGE.  IT IS APPROXIMATELY 3 METERS FROM NORTHERLY EDGE OF
 LX5997'THE OUTCROPPING AND 1 METER FROM SOUTHERLY EDGE.  IT IS
 LX5997'ABOUT 11 METERS W OF THE HIGHEST PART OF THE LEDGE.
 LX5997'
 LX5997'REFERENCE MARK NO. 1 IS IN A DETACHED BOULDER 5 BY 4.5 FEET BY
 LX5997'3 FEET HIGH.  THE BOULDER SOMEWHAT RESEMBLES A CHAIR WITH THE
 LX5997'REFERENCE MARK IN THE CHAIR SEAT.  REFERENCE MARK BEARS N
 LX5997'(MAGNETIC).  REFERENCE MARK NO. 2 IS IN THE HIGHEST PART OF THE
 LX5997'SAME LEDGE AS STATION.  IT BEARS E (MAGNETIC).
 LX5997'
 LX5997'R.M. 2--IS A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK IN
 LX5997'THE HIGHEST PART OF SAME LEDGE AS STATION.  IT BEARS E (MAG).
 LX5997'
 LX5997'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 LX5997
 LX5997                          STATION RECOVERY (1971)
 LX5997
 LX5997'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5997'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LX5997'
 LX5997'THE ORIGINAL DESCRIPTION IS ADEQUATE BUT THE PROPERTY IS NOW
 LX5997'OWNED BY J. FIALA AND IS THE CHESTELM CONVALESCENT HOME.
 LX5997
 LX5997                          STATION RECOVERY (1976)
 LX5997
 LX5997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5997'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LX5997'FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARKS 1
 LX5997'AND 2 CHECKED THE 1934 DATA, BUT THE DISTANCE TO REFERENCE
 LX5997'MARK 1 WAS LESS BY 0.068 OF A METER AND THE DISTANCE TO
 LX5997'REFERENCE MARK 2 WAS LESS BY 0.023 OF A METER.  THE DISTANCE
 LX5997'BETWEEN REFERENCE MARKS 1 AND 2 WAS LESS BY 0.137 OF A METER.
 LX5997'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 LX5997'
 LX5997'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF EAST
 LX5997'HADDAM, 1-1/4 MILES SOUTHEAST OF MOODUS, 1-1/2 MILES WEST OF
 LX5997'BASHAN LAKE.  IT IS ON THE HIGHEST PART OF A HEAVY WOODED HILL
 LX5997'OVERLOOKING THE CHESTELM CONVALESENT HOME AND ON PROPERTY OWNED
 LX5997'BY MISS. JOSEPHINE M. FIALA, C/O SANIBEL CONVALESENT HOME,
 LX5997'SOUTH MAIN STREET, MIDDLETOWN, CONNECTICUT 06457, PHONE
 LX5997'NUMBER 347-1696.
 LX5997'
 LX5997'TO REACH THE STATION FROM THE POST OFFICE IN MOODUS, GO
 LX5997'SOUTHWEST ON STATE HIGHWAY 149 FOR 0.3 MILE TO THE JUNCTION OF
 LX5997'STATE HIGHWAY 151.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 151
 LX5997'FOR 1.2 MILES TO THE ENTRANCE TO THE CHESTELM CONVALESENT HOME
 LX5997'ON THE LEFT.  TURN LEFT AND GO EAST ON A GRAVELED DRIVE,
 LX5997'PASSING TO THE LEFT OF THE HOME OFFICE FOR 0.05 MILE TO THE
 LX5997'EAST END OF A PARKING LOT AND A TRACK ROAD.  CONTINUE EAST AND
 LX5997'SOUTH FOR 0.05 MILE TO WHERE TRACK ROAD TURNS SHARP LEFT AND
 LX5997'JUST BEFORE REACHING PEACOCK PENS.  TURN LEFT ON THE TRACK
 LX5997'ROAD AND GO UP A STEEP GRADE CONTINUEING EASTERLY FOR 0.1 MILE
 LX5997'TO THE TOP OF THE HILL AND THE STATION SITE.
 LX5997'
 LX5997'STATION MARK, A STANDARD DISK STAMPED---KEECH 1934---, IS
 LX5997'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING OF BEDROCK
 LX5997'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET WEST OF
 LX5997'A TRIANGULAR BLAZED TREE, 25 FEET EAST OF A TWIN TRUNK TREE
 LX5997'AND 22 FEET NORTHWEST OF A METAL WITNESS POST.
 LX5997'
 LX5997'REFERENCE MARK 1, A STANDARD DISK STAMPED---KEECH NO 1 1934---,
 LX5997'IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS 6 FEET IN
 LX5997'DIAMETER AND PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.
 LX5997'IT IS 76.5 FEET NORTH OF A METAL WITNESS POST, 66 FEET
 LX5997'NORTHWEST OF A TRIANGULAR BLAZED TREE AND 26.5 FEET SOUTHWEST
 LX5997'OF A 24-INCH TRIANGULAR BLAZED WHITE OAK TREE.
 LX5997'
 LX5997'REFERENCE MARK 2, A STANDARD DISK STAMPED---KEECH NO 2 1934---,
 LX5997'IS CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING OF BEDROCK
 LX5997'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 34.5 FEET
 LX5997'NORTHEAST OF A METAL WITNESS POST, 14 FEET NORTHEAST OF A
 LX5997'TRIANGULAR BLAZED TREE AND 11.5 FEET WEST OF A 24-INCH WHITE
 LX5997'OAK TREE.
 LX5997'
 LX5997'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX5997'
 LX5997'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 27.2 METERS.
 LX5997'
 LX5997'DESCRIBED BY L. D. ACRES
 LX5997
 LX5997                          STATION RECOVERY (1984)
 LX5997
 LX5997'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5997'STATION AND R.M.S NO. 1 AND NO. 2 RECOVERED.  THE R.M.S ARE IN
 LX5997'GOOD CONDITION.  THE STATION DISK HAS BEEN SOMEWHAT DEFACED BUT
 LX5997'IS IDENTIFIABLE.
 LX5997
 LX5997                          STATION RECOVERY (1990)
 LX5997
 LX5997'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5997'RECOVERED IN GOOD CONDITION.
 LX5997
 LX5997                          STATION RECOVERY (1997)
 LX5997
 LX5997'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5997'RECOVERED IN GOOD CONDITION.
 LX5997
 LX5997                          STATION RECOVERY (1998)
 LX5997
 LX5997'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5997'RECOVERED IN GOOD CONDITION.
 LX5997
 LX5997                          STATION RECOVERY (2002)
 LX5997
 LX5997'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DB)
 LX5997'HILLTOP IS WOODED OVER, NO REFERENCE OBJECTS VISIBLE.  MOST LIKELY
 LX5997'ADEQUATE FOR WINTER GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5451 ***********************************************************************
 LX5451  DESIGNATION -  KEENEYS CHIMNEY
 LX5451  PID         -  LX5451
 LX5451  STATE/COUNTY-  CT/NEW LONDON
 LX5451  USGS QUAD   -  NIANTIC (1983)
 LX5451
 LX5451                         *CURRENT SURVEY CONTROL
 LX5451  ___________________________________________________________________
 LX5451* NAD 83(1996)-  41 22 02.74500(N)    072 11 30.30212(W)     ADJUSTED  
 LX5451* NAVD 88     -                                                        
 LX5451  ___________________________________________________________________
 LX5451  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LX5451  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5451
 LX5451  HORZ ORDER  -  THIRD
 LX5451
 LX5451.The horizontal coordinates were established by classical geodetic methods
 LX5451.and adjusted by the National Geodetic Survey in August 1998..
 LX5451
 LX5451
 LX5451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5451
 LX5451.The geoid height was determined by GEOID03.
 LX5451
 LX5451;                    North         East     Units Scale Factor Converg.
 LX5451;SPC CT       -   211,866.538   351,506.313   MT  0.99998733   +0 22 12.5
 LX5451;SPC CT       -   695,098.80  1,153,233.63   sFT  0.99998733   +0 22 12.5
 LX5451;SPC NY L     -   134,907.376   451,284.042   MT  1.00003562   +1 10 57.9
 LX5451;SPC NY L     -   442,608.62  1,480,587.73   sFT  1.00003562   +1 10 57.9
 LX5451;UTM  18      - 4,583,352.148   734,873.702   MT  1.00027896   +1 51 24.4
 LX5451
 LX5451                          SUPERSEDED SURVEY CONTROL
 LX5451
 LX5451  NAD 83(1992)-  41 22 02.74395(N)    072 11 30.30142(W) AD(       ) 4
 LX5451  NAD 83(1986)-  41 22 02.74527(N)    072 11 30.30564(W) AD(       ) 4
 LX5451  NAD 27      -  41 22 02.41000(N)    072 11 32.03000(W) AD(       ) 3
 LX5451
 LX5451.Superseded values are not recommended for survey control.
 LX5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5451.See file dsdata.txt to determine how the superseded data were derived.
 LX5451
 LX5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3487483352(NAD 83)
 LX5451_MARKER: 85 = CHIMNEY
 LX5451
 LX5451  HISTORY     - Date     Condition        Report By
 LX5451  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5451  HISTORY     - 1954     GOOD             CGS
 LX5451  HISTORY     - 1966     GOOD             CGS
 LX5451  HISTORY     - 1984     GOOD             USPSQD
 LX5451
 LX5451                          STATION DESCRIPTION
 LX5451
 LX5451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5451'THE HOUSE IS ON THE FIRST POINT S OF THE BOSTON POST ROAD AND
 LX5451'ON THE E BANK OF THE NIANTIC RIVER.  THE HOUSE IS IN AN OPEN FIELD
 LX5451'W OF THE ROAD TO SANDY POINT.  IT IS A ONE-STORY FRAME HOUSE
 LX5451'WITH A HIP ROOF.  THE CHIMNEY IS BROWN BRICK AND IS ON THE E SIDE
 LX5451'OF THE RIDGEPOLE.
 LX5451'
 LX5451'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT 20
 LX5451'FEET.
 LX5451
 LX5451                          STATION RECOVERY (1954)
 LX5451
 LX5451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5451'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LX5451'IS ADEQUATE.
 LX5451
 LX5451                          STATION RECOVERY (1966)
 LX5451
 LX5451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5451'PROBABLY RECOVERED.  POSITIVE RECOVERY COULD NOT BE
 LX5451'SUBSTANTIATED.  THE PRESENT OWNER, MRS. CLARK, HAS OWNED THE
 LX5451'HOUSE, BELIEVED TO BE THE ONE DESCRIBED, FOR SIX YEARS.  SHE SAYS
 LX5451'IT IS DEFINITELY THE KEENEY PROPERTY BUT SHE DOES NOT KNOW THE AGE
 LX5451'OF THE HOUSE.  A BROWN BRICK CHIMNEY IS LOCATED AS DESCRIBED ON
 LX5451'THE EAST SIDE OF THE RIDGEPOLE OF THE ONE STORY HOUSE.
 LX5451
 LX5451                          STATION RECOVERY (1984)
 LX5451
 LX5451'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5451'KEENEYS CHIMNEY 1934 FOUND GOOD.
 LX5451'
 LX5451'MRS. CLARK STILL OWNS THE HOUSE.  THE ROOF IS BEING REPAIRED BUT THE
 LX5451'CHIMNEY WILL NOT BE CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7351 ***********************************************************************
 LX7351  DESIGNATION -  KEITH
 LX7351  PID         -  LX7351
 LX7351  STATE/COUNTY-  CT/LITCHFIELD
 LX7351  USGS QUAD   -  SOUTH CANAAN (1969)
 LX7351
 LX7351                         *CURRENT SURVEY CONTROL
 LX7351  ___________________________________________________________________
 LX7351* NAD 83(1996)-  41 59 31.50157(N)    073 15 35.78447(W)     ADJUSTED  
 LX7351* NAVD 88     -       506.8    (meters)    1663.     (feet)  VERTCON   
 LX7351  ___________________________________________________________________
 LX7351  LAPLACE CORR-           8.75  (seconds)                    DEFLEC99
 LX7351  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX7351
 LX7351  HORZ ORDER  -  SECOND
 LX7351
 LX7351.The horizontal coordinates were established by classical geodetic methods
 LX7351.and adjusted by the National Geodetic Survey in August 1998..
 LX7351
 LX7351.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7351
 LX7351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7351
 LX7351.The geoid height was determined by GEOID03.
 LX7351
 LX7351;                    North         East     Units Scale Factor Converg.
 LX7351;SPC CT       -   281,218.304   262,546.052   MT  1.00001511   -0 20 17.2
 LX7351;SPC CT       -   922,630.39    861,369.84   sFT  1.00001511   -0 20 17.2
 LX7351;UTM  18      - 4,650,361.745   644,127.844   MT  0.99985561   +1 09 51.7
 LX7351
 LX7351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7351!SPC CT       -   0.99992514  x   1.00001511  =   0.99994025
 LX7351!UTM  18      -   0.99992514  x   0.99985561  =   0.99978076
 LX7351
 LX7351|---------------------------------------------------------------------|
 LX7351| PID    Reference Object                     Distance      Geod. Az  |
 LX7351|                                                           dddmmss.s |
 LX7351| CR8725 KEITH RM 1                           28.138 METERS 03831     |
 LX7351| CR8726 KEITH RM 2                           27.234 METERS 28938     |
 LX7351|---------------------------------------------------------------------|
 LX7351
 LX7351                          SUPERSEDED SURVEY CONTROL
 LX7351
 LX7351  NAD 83(1996)-  41 59 31.50157(N)    073 15 35.78457(W) AD(       ) 2
 LX7351  NAD 83(1992)-  41 59 31.50262(N)    073 15 35.78529(W) AD(       ) 2
 LX7351  NAD 83(1992)-  41 59 31.50298(N)    073 15 35.78559(W) AD(       ) 2
 LX7351  NAD 83(1986)-  41 59 31.50170(N)    073 15 35.78615(W) AD(       ) 2
 LX7351  NAD 83(1986)-  41 59 31.50188(N)    073 15 35.78559(W) AD(       ) 2
 LX7351  NGVD 29 (07/14/89)  507.0    (m)         1663.     (f) VERT ANG       
 LX7351
 LX7351.Superseded values are not recommended for survey control.
 LX7351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7351.See file dsdata.txt to determine how the superseded data were derived.
 LX7351
 LX7351_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4412850362(NAD 83)
 LX7351_MARKER: DS = TRIANGULATION STATION DISK
 LX7351_SETTING: 66 = SET IN ROCK OUTCROP
 LX7351_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7351_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7351+STABILITY: POSITION/ELEVATION WELL
 LX7351
 LX7351  HISTORY     - Date     Condition        Report By
 LX7351  HISTORY     - 1984     MONUMENTED       NGS
 LX7351
 LX7351                          STATION DESCRIPTION
 LX7351
 LX7351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7351'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 LX7351'NORTHEAST OF SOUTH CANAAN, 6.1 KM (3.8 MI) SOUTH OF THE STATE
 LX7351'BOUNDARY LINE, 4.8 KM (3.0 MI) WEST OF NORFOLK, 0.5 KM (0.3 MI)
 LX7351'NORTH OF WANGUM LAKE AND ON CANAAN MOUNTAIN.
 LX7351'OWNERSHIP--BRIDGEPORT HYDRAULIC COMPANY, MR RAYMOND SMEDBERG, 240
 LX7351'BOSTWICK AVENUE, BRIDGEPORT CT 06605, PHONE 203-824-5343.
 LX7351'
 LX7351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX7351'HIGHWAY 63 IN SOUTH CANAAN, GO NORTH ON HIGHWAY 7 FOR 1.6 KM (1.0
 LX7351'MI) TO A PAVED ROAD RIGHT. TURN RIGHT, SOUTHEAST, ON UNDERMOUNTAIN
 LX7351'ROAD FOR 2.3 KM (1.45 MI) TO A SIDE ROAD RIGHT, BARNES ROAD.
 LX7351'CONTINUE AHEAD FOR 2.2 KM (1.4 MI) TO A PAVED ROAD LEFT, UPHILL.
 LX7351'TURN LEFT, UPHILL EAST THEN NORTH ON CANAAN MOUNTAIN ROAD FOR 3.8
 LX7351'KM (2.35 MI) TO A T-ROAD, MAIN ROAD TURNS RIGHT. CONTINUE AHEAD
 LX7351'NORTH ON WOODS ROAD, PASSING THRU A GATE FOR 0.7 KM (0.45 MI) TO A
 LX7351'SMALL CREEK WITH BOULDER FOR A BRIDGE. CONTINUE AHEAD NORTHERLY
 LX7351'THEN EASTERLY ON MAIN WOODS ROAD FOR 1.7 KM (1.05 MI) TO A 3 METER
 LX7351'HIGH BALANCED ROCK ON THE RIGHT. CONTINUE AHEAD, EAST, FOR 0.5 KM
 LX7351'(0.3 MI) TO A ROCKWALL LEFT AND A ROCK FOUNDATION ON THE RIGHT.
 LX7351'CONTINUE AHEAD 25 METERS (75 FT) TO A CLEARED WOODS ROAD LEFT
 LX7351'UPHILL. TURN LEFT, UPHILL, NORTH FOR 0.25 KM (0.15 MI) TO A
 LX7351'CLEARING AND STATION.
 LX7351'
 LX7351'THE STATION IS A STANDARD NGS DISK
 LX7351'STAMPED---KEITH 1984---,
 LX7351'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7351'31.24 METERS (102.5 FT) SOUTHEAST FROM A MULTI-TRUNKED PINE TREE IN
 LX7351'THE BRUSH LINE,
 LX7351'19.5 METERS (64 FT) SOUTH FROM THE BRUSH LINE AND
 LX7351'1.46 METERS (4.8 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 LX7351'
 LX7351'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7351'STAMPED---KEITH NO 1 1984---,
 LX7351'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7351'26.91 METERS (88.3 FT) NORTHEAST FROM A WITNESS POST,
 LX7351'16.70 METERS (54.8 FT) NORTHWEST FROM A TWIN TRUNKED OAK TREE AND
 LX7351'10.88 METERS (35.7 FT) SOUTH-SOUTHEAST FROM A HEMLOCK TREE.
 LX7351'MARK IS 0.2 METER BELOW THE STATION.
 LX7351'
 LX7351'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7351'STAMPED---KEITH NO 2 1984---,
 LX7351'SET INTO DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7351'27.06 METERS (88.8 FT) NORTHWEST FROM A WITNESS POST,
 LX7351'18.72 METERS (61.4 FT) SOUTHEAST FROM A TWIN TRUNKED OAK TREE AND
 LX7351'6.03 METERS (19.8 FT) SOUTH FROM A MULTI-TRUNKED PINE TREE.
 LX7351'MARK IS 0.8 METER BELOW THE STATION.
 LX7351'
 LX7351'HEIGHT OF LIGHT SHOWN WAS 26.9 METERS ABOVE THE MARK.
 LX7351'
 LX7351'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7351'
 LX7351'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6142 ***********************************************************************
 LX6142  DESIGNATION -  KELLNERS TOWER
 LX6142  PID         -  LX6142
 LX6142  STATE/COUNTY-  CT/MIDDLESEX
 LX6142  USGS QUAD   -  HADDAM (1971)
 LX6142
 LX6142                         *CURRENT SURVEY CONTROL
 LX6142  ___________________________________________________________________
 LX6142* NAD 83(1996)-  41 29 50.39588(N)    072 33 44.36736(W)     ADJUSTED  
 LX6142* NAVD 88     -                                                        
 LX6142  ___________________________________________________________________
 LX6142  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX6142  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6142
 LX6142  HORZ ORDER  -  THIRD
 LX6142
 LX6142.The horizontal coordinates were established by classical geodetic methods
 LX6142.and adjusted by the National Geodetic Survey in August 1998..
 LX6142
 LX6142
 LX6142.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6142
 LX6142.The geoid height was determined by GEOID03.
 LX6142
 LX6142;                    North         East     Units Scale Factor Converg.
 LX6142;SPC CT       -   226,159.794   320,471.184   MT  0.99998334   +0 07 28.0
 LX6142;SPC CT       -   741,992.59  1,051,412.54   sFT  0.99998334   +0 07 28.0
 LX6142;UTM  18      - 4,596,836.894   703,471.120   MT  1.00010952   +1 36 56.6
 LX6142
 LX6142                          SUPERSEDED SURVEY CONTROL
 LX6142
 LX6142  NAD 83(1992)-  41 29 50.39514(N)    072 33 44.36726(W) AD(       ) 4
 LX6142  NAD 83(1986)-  41 29 50.39706(N)    072 33 44.36962(W) AD(       ) 4
 LX6142  NAD 27      -  41 29 50.03600(N)    072 33 46.05200(W) AD(       ) 3
 LX6142
 LX6142.Superseded values are not recommended for survey control.
 LX6142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6142.See file dsdata.txt to determine how the superseded data were derived.
 LX6142
 LX6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0347196837(NAD 83)
 LX6142
 LX6142  HISTORY     - Date     Condition        Report By
 LX6142  HISTORY     - 1934     MONUMENTED       CGS
 LX6142  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6142  HISTORY     - 19970220 GOOD             USPSQD
 LX6142
 LX6142                          STATION DESCRIPTION
 LX6142
 LX6142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6142'THIS HOUSE IS THE PROPERTY OF MICHAEL KELLNER, LOCATED ON THE
 LX6142'SOUTHWESTERLY SIDE OF THE MAIN ROAD FROM HIGGANUM TO
 LX6142'MIDDLETOWN.  THE HOUSE IS TWO STORIES HIGH WITH A BASEMENT OPEN
 LX6142'ON THE SOUTHERLY AND EASTERLY SIDES.  THE BASEMENT WALLS ARE
 LX6142'RED-BRICK WHILE THE REST OF THE HOUSE IS WOOD.  AN ORNAMENTED
 LX6142'BALCONY PORCH IS A PROMINENT FEATURE OF THE NE AND SE SIDES OF
 LX6142'THE HOUSE AT THE FIRST FLOOR LEVEL.  THE GENERAL PLAN OF THE
 LX6142'HOUSE IS SQUARE WITH A LARGE BAY WINDOW THE HEIGHT OF THE ENTIRE
 LX6142'S SIDE.
 LX6142'
 LX6142'EACH SIDE OF THE ROOF HAS A DORMER COVERING AN ORNAMENTED
 LX6142'BALCONY.  THE TOWER IS SQUARE IN SECTION AND IS OVER THE BALCONY
 LX6142'ON THE SE SIDE OF THE HOUSE.
 LX6142'
 LX6142'THE TOWER HAS A DOUBLE WINDOW IN EACH SIDE.  TOWER ROOF IS
 LX6142'PYRAMIDAL WITH A WOODEN ORNAMENT AND FINIAL AT THE APEX.  THE
 LX6142'HOUSE AND TOWER ARE PAINTED YELLOW WITH GREEN TRIM.  THE ROOFS ARE
 LX6142'METAL, PAINTED RED.
 LX6142'
 LX6142'CENTER IS THE FINIAL OF THE TOWER.
 LX6142
 LX6142                          STATION RECOVERY (1948)
 LX6142
 LX6142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6142'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6142
 LX6142                          STATION RECOVERY (1997)
 LX6142
 LX6142'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6178 ***********************************************************************
 LX6178  DESIGNATION -  KELSEY CLINTON 2
 LX6178  PID         -  LX6178
 LX6178  STATE/COUNTY-  CT/MIDDLESEX
 LX6178  USGS QUAD   -  CLINTON (1984)
 LX6178
 LX6178                         *CURRENT SURVEY CONTROL
 LX6178  ___________________________________________________________________
 LX6178* NAD 83(1996)-  41 15 24.32650(N)    072 30 26.08080(W)     ADJUSTED  
 LX6178* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6178  ___________________________________________________________________
 LX6178  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LX6178  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX6178
 LX6178  HORZ ORDER  -  THIRD
 LX6178
 LX6178.The horizontal coordinates were established by classical geodetic methods
 LX6178.and adjusted by the National Geodetic Survey in August 1998..
 LX6178
 LX6178.The orthometric height was scaled from a topographic map.
 LX6178
 LX6178.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6178
 LX6178.The geoid height was determined by GEOID03.
 LX6178
 LX6178;                    North         East     Units Scale Factor Converg.
 LX6178;SPC CT       -   199,453.156   325,145.277   MT  0.99999475   +0 09 39.5
 LX6178;SPC CT       -   654,372.56  1,066,747.46   sFT  0.99999475   +0 09 39.5
 LX6178;SPC NY L     -   122,120.274   425,101.056   MT  1.00002005   +0 58 35.0
 LX6178;SPC NY L     -   400,656.27  1,394,685.71   sFT  1.00002005   +0 58 35.0
 LX6178;UTM  18      - 4,570,256.978   708,837.589   MT  1.00013678   +1 38 39.8
 LX6178
 LX6178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6178!SPC CT       -   1.00000435  x   0.99999475  =   0.99999910
 LX6178!SPC NY L     -   1.00000435  x   1.00002005  =   1.00002440
 LX6178!UTM  18      -   1.00000435  x   1.00013678  =   1.00014113
 LX6178
 LX6178:                Primary Azimuth Mark                     Grid Az
 LX6178:SPC CT       -  WESTBROOK TANK                           064 15 41.8
 LX6178:SPC NY L     -  WESTBROOK TANK                           063 26 46.3
 LX6178:UTM  18      -  WESTBROOK TANK                           062 46 41.5
 LX6178
 LX6178|---------------------------------------------------------------------|
 LX6178| PID    Reference Object                     Distance      Geod. Az  |
 LX6178|                                                           dddmmss.s |
 LX6178| LX5910 WESTBROOK TANK                      APPROX. 6.5 KM 0642521.3 |
 LX6178| LX5876 DUCK ISLAND N BREAKWATER LT         APPROX. 2.7 KM 0815345.2 |
 LX6178| LX6331 KELSEY POINT BREAKWATER             APPROX. 1.5 KM 1830119.4 |
 LX6178|---------------------------------------------------------------------|
 LX6178
 LX6178                          SUPERSEDED SURVEY CONTROL
 LX6178
 LX6178  NAD 83(1992)-  41 15 24.32559(N)    072 30 26.08055(W) AD(       ) 3
 LX6178  NAD 83(1986)-  41 15 24.32770(N)    072 30 26.08398(W) AD(       ) 3
 LX6178  NAD 27      -  41 15 23.97200(N)    072 30 27.75600(W) AD(       ) 3
 LX6178
 LX6178.Superseded values are not recommended for survey control.
 LX6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6178.See file dsdata.txt to determine how the superseded data were derived.
 LX6178
 LX6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0883870257(NAD 83)
 LX6178
 LX6178  HISTORY     - Date     Condition        Report By
 LX6178  HISTORY     - 1941     MONUMENTED       CTGS
 LX6178  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6178  HISTORY     - 19970403 GOOD             USPSQD
 LX6178
 LX6178                          STATION DESCRIPTION
 LX6178
 LX6178'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LX6178'SEE STATION KELSEY CLINTON
 LX6178
 LX6178                          STATION RECOVERY (1960)
 LX6178
 LX6178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6178'REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 LX6178'CONDITION.  THE STATION HAS BEEN ERODED AWAY ACCORDING TO
 LX6178'RESIDENTS OF THE AREA.  PREVIOUS DESCRIPTION ARE ADEQUATE.
 LX6178
 LX6178                          STATION RECOVERY (1997)
 LX6178
 LX6178'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6224 ***********************************************************************
 LX6224  DESIGNATION -  KELSEY CLINTON 3
 LX6224  PID         -  LX6224
 LX6224  STATE/COUNTY-  CT/MIDDLESEX
 LX6224  USGS QUAD   -  CLINTON (1984)
 LX6224
 LX6224                         *CURRENT SURVEY CONTROL
 LX6224  ___________________________________________________________________
 LX6224* NAD 83(1996)-  41 15 24.32919(N)    072 30 26.07272(W)     ADJUSTED  
 LX6224* NAVD 88     -         5.0    (meters)      16.     (feet)  VERTCON   
 LX6224  ___________________________________________________________________
 LX6224  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LX6224  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX6224
 LX6224  HORZ ORDER  -  SECOND
 LX6224
 LX6224.The horizontal coordinates were established by classical geodetic methods
 LX6224.and adjusted by the National Geodetic Survey in August 1998..
 LX6224
 LX6224.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6224
 LX6224.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6224
 LX6224.The geoid height was determined by GEOID03.
 LX6224
 LX6224;                    North         East     Units Scale Factor Converg.
 LX6224;SPC CT       -   199,453.239   325,145.465   MT  0.99999475   +0 09 39.5
 LX6224;SPC CT       -   654,372.83  1,066,748.08   sFT  0.99999475   +0 09 39.5
 LX6224;UTM  18      - 4,570,257.067   708,837.774   MT  1.00013678   +1 38 39.9
 LX6224
 LX6224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6224!SPC CT       -   1.00000398  x   0.99999475  =   0.99999873
 LX6224!UTM  18      -   1.00000398  x   1.00013678  =   1.00014077
 LX6224
 LX6224:                Primary Azimuth Mark                     Grid Az
 LX6224:SPC CT       -  WESTBROOK TANK                           064 15 41.6
 LX6224:UTM  18      -  WESTBROOK TANK                           062 46 41.2
 LX6224
 LX6224|---------------------------------------------------------------------|
 LX6224| PID    Reference Object                     Distance      Geod. Az  |
 LX6224|                                                           dddmmss.s |
 LX6224| LX5910 WESTBROOK TANK                      APPROX. 6.5 KM 0642521.1 |
 LX6224| LX5876 DUCK ISLAND N BREAKWATER LT         APPROX. 2.7 KM 0815349.5 |
 LX6224| LX6331 KELSEY POINT BREAKWATER             APPROX. 1.5 KM 1830145.3 |
 LX6224| CZ6651 KELSEY CLINTON RM 1                  17.248 METERS 24851     |
 LX6224| CZ6652 KELSEY CLINTON RM 2                  16.260 METERS 32528     |
 LX6224|---------------------------------------------------------------------|
 LX6224
 LX6224                          SUPERSEDED SURVEY CONTROL
 LX6224
 LX6224  NAD 83(1992)-  41 15 24.32827(N)    072 30 26.07250(W) AD(       ) 2
 LX6224  NAD 83(1986)-  41 15 24.33056(N)    072 30 26.07584(W) AD(       ) 2
 LX6224  NAD 27      -  41 15 23.97541(N)    072 30 27.75254(W) AD(       ) 3
 LX6224  NGVD 29 (07/19/86)    5.3    (m)           17.     (f) VERT ANG       
 LX6224
 LX6224.Superseded values are not recommended for survey control.
 LX6224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6224.See file dsdata.txt to determine how the superseded data were derived.
 LX6224
 LX6224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0883870257(NAD 83)
 LX6224_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6224_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6224+STABILITY: SURFACE MOTION
 LX6224
 LX6224  HISTORY     - Date     Condition        Report By
 LX6224  HISTORY     - 1976     MONUMENTED       NGS
 LX6224  HISTORY     - 1985     GOOD             NGS
 LX6224
 LX6224                          STATION DESCRIPTION
 LX6224
 LX6224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6224'THE STATION IS ABOUT 2 MILES SOUTHEAST OF CLINTON, 2 MILES
 LX6224'SOUTHWEST OF GROVE BEACH, ON THE SOUTHERN MOST TIP OF KELSEY
 LX6224'POINT AND ON PROPERTY OWNED BY MR. JOHN BRAY, 26 BREWSTER
 LX6224'ROAD, SOUTH WINDSOR, CONNECTICUT, 06074.
 LX6224'
 LX6224'TO REACH THE STATION FROM THE POST OFFICE IN CLINTON, GO
 LX6224'EASTERLY ON U. S. HIGHWAY 1 FOR 0.8 MILE TO THE JUNCTION OF
 LX6224'STATE HIGHWAY 145 ON THE LEFT.  CONTINUE EASTERLY ON U. S.
 LX6224'HIGHWAY 1 FOR 0.2 MILE TO BEACH PARK ROAD ON THE RIGHT.
 LX6224'TURN RIGHT AND GO SOUTHERLY ON BEACH PARK ROAD FOR 1.0 MILE
 LX6224'TO A T-ROAD AT THE BEACH PARK STORE.  TURN LEFT AND GO
 LX6224'EASTERLY ON SHORE ROAD FOR 0.05 MILE TO SOLS POINT ROAD
 LX6224'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON SOLS POINT
 LX6224'ROAD FOR 0.2 MILE TO WHERE THE ROAD TURNS TO THE RIGHT.
 LX6224'FROM HERE WALK SOUTH, GOING BETWEEN TWO HOUSES, FOR ABOUT
 LX6224'150 FEET TO THE MOST SOUTHERN POINT OF LAND AND THE STATION
 LX6224'AS DESCRIBED.
 LX6224'
 LX6224'THE STATION MARKS ARE STANDARD DISKS STAMPED---KELSEY
 LX6224'CLINTON 3 1976---.  THE SURFACE MARK IS SET IN THE TOP OF A
 LX6224'ROUND CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND IS
 LX6224'4 INCHES BELOW THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LX6224'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 LX6224'THE GROUND SURFACE.
 LX6224'THEY ARE 36 FEET SOUTH OF THE SOUTHERN MOST CORNER OF MR.
 LX6224'JOHN BRAYS HOUSE, 35.8 FEET EAST OF THE SOUTHEAST CORNER OF
 LX6224'A HOUSE, 18 FEET EAST OF A WHITE WOODEN FENCE AND 14.5 FEET
 LX6224'NORTHWEST OF A ROCK RETAINING WALL.
 LX6224'
 LX6224'THESE STATION MARKS REPLACE STATION MARK KELSEY CLINTON
 LX6224'2 1941 WHICH HAS BEEN DESTROYED.
 LX6224'
 LX6224'REFERENCE MARK 1, STAMPED---KELSEY CLINTON NO 1 1934 1941
 LX6224'---, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 LX6224'EAST END OF THE FIRST STEP DOWN IN CONCRETE STEPS GOING TO
 LX6224'THE BEACH.  IT IS 38 FEET WEST OF A PROPERTY LINE, 26.4 FEET
 LX6224'EAST OF A PROPERTY LINE, 19 FEET SOUTH OF THE SOUTH SIDE OF
 LX6224'A HOUSE AND 15 FEET 15 FEET NORTH OF A ROCK RETAINING WALL.
 LX6224'
 LX6224'REFERENCE MARK 2, STAMPED---KELSEY CLINTON NO 2 1934 1941
 LX6224'---, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 LX6224'CONCRETE FOUNDATION IN THE WESTERN MOST CORNER OF A GARAGE
 LX6224'ATTACHED TO MR. JOHN BRAYS HOUSE AND IS FLUSH WITH THE
 LX6224'GROUND SURFACE.  IT IS 65.5 FEET NORTH OF A ROCK RETAINING
 LX6224'WALL, 26 FEET EAST OF THE EAST SIDE OF A HOUSE, 13 FEET EAST
 LX6224'OF A PROPERTY LINE AND 1.3 FEET NORTH OF THE NORTH SIDE OF
 LX6224'THE GARAGE.
 LX6224'
 LX6224'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS
 LX6224'
 LX6224'DESCRIBED BY A. G. THACKER
 LX6224
 LX6224                          STATION RECOVERY (1985)
 LX6224
 LX6224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX6224'THE STATION WAS RECOVERED AT THIS DATE.
 LX6224'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX6224'CONDITION. THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS AGREED
 LX6224'WITH THE 1976 DATA. THE STATION WAS RECOVERED AS DESCRIBED IN 1976.
 LX6224'
 LX6224'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 LX6224'
 LX6224'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX6224'
 LX6224'DESCRIBED BY D. W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6179 ***********************************************************************
 LX6179  DESIGNATION -  KELSEY CLINTON RESET
 LX6179  PID         -  LX6179
 LX6179  STATE/COUNTY-  CT/MIDDLESEX
 LX6179  USGS QUAD   -  CLINTON (1984)
 LX6179
 LX6179                         *CURRENT SURVEY CONTROL
 LX6179  ___________________________________________________________________
 LX6179* NAD 83(1996)-  41 15 24.32919(N)    072 30 26.07205(W)     ADJUSTED  
 LX6179* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6179  ___________________________________________________________________
 LX6179  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LX6179  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX6179
 LX6179  HORZ ORDER  -  SECOND
 LX6179
 LX6179.The horizontal coordinates were established by classical geodetic methods
 LX6179.and adjusted by the National Geodetic Survey in August 1998..
 LX6179
 LX6179.The orthometric height was scaled from a topographic map.
 LX6179
 LX6179.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6179
 LX6179.The geoid height was determined by GEOID03.
 LX6179
 LX6179;                    North         East     Units Scale Factor Converg.
 LX6179;SPC CT       -   199,453.239   325,145.480   MT  0.99999475   +0 09 39.5
 LX6179;SPC CT       -   654,372.83  1,066,748.13   sFT  0.99999475   +0 09 39.5
 LX6179;SPC NY L     -   122,120.360   425,101.258   MT  1.00002005   +0 58 35.0
 LX6179;SPC NY L     -   400,656.55  1,394,686.38   sFT  1.00002005   +0 58 35.0
 LX6179;UTM  18      - 4,570,257.067   708,837.790   MT  1.00013678   +1 38 39.9
 LX6179
 LX6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6179!SPC CT       -   1.00000435  x   0.99999475  =   0.99999910
 LX6179!SPC NY L     -   1.00000435  x   1.00002005  =   1.00002440
 LX6179!UTM  18      -   1.00000435  x   1.00013678  =   1.00014113
 LX6179
 LX6179:                Primary Azimuth Mark                     Grid Az
 LX6179:SPC CT       -  KELSEY POINT BREAKWATER LT               182 38 45.6
 LX6179:SPC NY L     -  KELSEY POINT BREAKWATER LT               181 49 50.1
 LX6179:UTM  18      -  KELSEY POINT BREAKWATER LT               181 09 45.2
 LX6179
 LX6179|---------------------------------------------------------------------|
 LX6179| PID    Reference Object                     Distance      Geod. Az  |
 LX6179|                                                           dddmmss.s |
 LX6179| LX6330 KELSEY POINT BREAKWATER LT          APPROX. 1.5 KM 1824825.1 |
 LX6179| CZ6651 KELSEY CLINTON RM 1                  17.250 METERS 24845     |
 LX6179| CZ6652 KELSEY CLINTON RM 2                  16.260 METERS 32531     |
 LX6179|---------------------------------------------------------------------|
 LX6179
 LX6179                          SUPERSEDED SURVEY CONTROL
 LX6179
 LX6179  NAD 83(1992)-  41 15 24.32827(N)    072 30 26.07182(W) AD(       ) 2
 LX6179  NAD 83(1986)-  41 15 24.33040(N)    072 30 26.07517(W) AD(       ) 2
 LX6179  NAD 27      -  41 15 23.97100(N)    072 30 27.75200(W) AD(       ) 2
 LX6179
 LX6179.Superseded values are not recommended for survey control.
 LX6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6179.See file dsdata.txt to determine how the superseded data were derived.
 LX6179
 LX6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0883870257(NAD 83)
 LX6179
 LX6179  HISTORY     - Date     Condition        Report By
 LX6179  HISTORY     - 1941     MONUMENTED       CGS
 LX6179  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LX6179  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6179  HISTORY     - 1941     SEE DESCRIPTION  CTGS
 LX6179  HISTORY     - 19970403 GOOD             USPSQD
 LX6179
 LX6179                          STATION DESCRIPTION
 LX6179
 LX6179'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (NHH)
 LX6179'ON KELSEYS POINT, ON LAND BELONGING TO HILL KELSEY, OF CLINTON,
 LX6179'CONNECTICUT.  CENTER WAS MARKED BY A 5-INCH FLOWER POT PLACED
 LX6179'13 INCHES UNDER GROUND.  ABOVE THIS WAS SET A DRESSED GRANITE
 LX6179'POST WITH TOP 8 INCHES ON SIDE.  A PIECE OF VITRIFIED PIPE 4
 LX6179'INCHES IN DIAMETER AND 8 INCHES LONG WAS SET AT THE STATION,
 LX6179'TOP OF PIPE 3-1/2 FEET BELOW SURFACE.  COPPER TACK AT
 LX6179'CENTER.  DESCRIPTION DOES NOT INDICATE IF FLOWER POT WAS
 LX6179'REPLACED AFTER SETTING TILE PIPE.  ON EASTERLY SIDE OF STATION
 LX6179'AND 3 FEET FROM IT IS A SINGLE BARBERRY BUSH.  27 FEET 4
 LX6179'INCHES TO SW IS A CEDAR BUSH.  12 FEET 8 INCHES FROM STATION
 LX6179'AND NEAR TOP OF BANK IS ANOTHER CEDAR BUSH.  STATION
 LX6179'RECOVERED IN 1913.
 LX6179
 LX6179                          STATION RECOVERY (1934)
 LX6179
 LX6179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6179'RECOVERED AS DESCRIBED.  THIS STATION IS ON THE HIGH GROUND
 LX6179'AT THE END OF KELSEY POINT.  THE SHORE LINE IS PROTECTED BY A
 LX6179'CONCRETE SEA WALL AT THIS POINT.  A PRIVATE RIGHT-OF-WAY, THE
 LX6179'CONTINUATION OF SAULS POINT ROAD, GIVING ACCESS TO THE BEACH
 LX6179'IS 25.5 METERS WESTERLY OF THE STATION.  STATION IS 2 METERS
 LX6179'INSIDE THE TOP OF THE BLUFF AND BETWEEN COTTAGES OWNED BY
 LX6179'DR. FOX AND MR. FOTHERGILL.  SW CORNER OF FOTHERGILLS GARAGE
 LX6179'BEARS N 10 DEG W (MAGNETIC) AND IS 10.95 METERS DISTANT.  SE
 LX6179'CORNER OF FOXS PORCH BEARS N 70 DEG W (MAGNETIC) AND IS 10.96
 LX6179'METERS DISTANT.
 LX6179'
 LX6179'CENTER MARK IS THE 8-BY 8-INCH GRANITE POST ESTABLISHED IN
 LX6179'1882 WITH THE ADDITION OF A STANDARD DISK IN THE OLD DRILL
 LX6179'HOLE.  NEW STANDARD REFERENCE MARKS WERE ESTABLISHED.
 LX6179'
 LX6179'REFERENCE MARK NO.1 IS IN THE TOP STEP OF CONCRETE STAIRS
 LX6179'LEADING TO BEACH IN FRONT OF FOXS COTTAGE.  IT BEARS S 80
 LX6179'DEG W (MAGNETIC).
 LX6179'
 LX6179'REFERENCE MARK NO.2 IS IN THE CONCRETE APPROACH TO FOTHERGILLS
 LX6179'GARAGE, WHICH IS ATTACHED TO THE SW SIDE OF THE COTTAGE.  REFERENCE
 LX6179'MARK BEARS N 20 DEG W (MAGNETIC).
 LX6179
 LX6179                          STATION RECOVERY (1941)
 LX6179
 LX6179'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1941
 LX6179'ORIGINAL STATION MARK DESTROYED IN HURRICANE OF 1938.  THE OLD
 LX6179'MARK WAS FOUND ON BEACH IN BROKEN PIECE OF GRANITE.  A NEW
 LX6179'STATION WAS ESTABLISHED FROM OLD REFERENCE MARKS WHICH WERE
 LX6179'FOUND IN GOOD CONDITION.  THE OLD REFERENCE DISTANCES WERE HELD
 LX6179'AND NEW OBSERVATIONS TAKEN FOR POSITION OF NEW MARK.  NEW
 LX6179'STATION IS STAMPED KELSEY CLINTON RESET 1941.
 LX6179
 LX6179                          STATION RECOVERY (1997)
 LX6179
 LX6179'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6331 ***********************************************************************
 LX6331  DESIGNATION -  KELSEY POINT BREAKWATER
 LX6331  PID         -  LX6331
 LX6331  STATE/COUNTY-  CT/MIDDLESEX
 LX6331  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX6331
 LX6331                         *CURRENT SURVEY CONTROL
 LX6331  ___________________________________________________________________
 LX6331* NAD 83(1996)-  41 14 37.05192(N)    072 30 29.38747(W)     ADJUSTED  
 LX6331* NAVD 88     -                                                        
 LX6331  ___________________________________________________________________
 LX6331  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6331  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX6331
 LX6331  HORZ ORDER  -  THIRD
 LX6331
 LX6331.The horizontal coordinates were established by classical geodetic methods
 LX6331.and adjusted by the National Geodetic Survey in August 1998..
 LX6331
 LX6331
 LX6331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6331
 LX6331.The geoid height was determined by GEOID03.
 LX6331
 LX6331;                    North         East     Units Scale Factor Converg.
 LX6331;SPC CT       -   197,994.548   325,072.380   MT  0.99999588   +0 09 37.3
 LX6331;SPC CT       -   649,587.11  1,066,508.30   sFT  0.99999588   +0 09 37.3
 LX6331;SPC NY L     -   120,660.741   425,048.923   MT  1.00001845   +0 58 32.8
 LX6331;SPC NY L     -   395,867.78  1,394,514.67   sFT  1.00001845   +0 58 32.8
 LX6331;UTM  18      - 4,568,796.766   708,802.466   MT  1.00013660   +1 38 36.1
 LX6331
 LX6331                          SUPERSEDED SURVEY CONTROL
 LX6331
 LX6331  NAD 83(1992)-  41 14 37.05100(N)    072 30 29.38723(W) AD(       ) 4
 LX6331  NAD 83(1986)-  41 14 37.05317(N)    072 30 29.39069(W) AD(       ) 4
 LX6331  NAD 27      -  41 14 36.69600(N)    072 30 31.06400(W) AD(       ) 3
 LX6331
 LX6331.Superseded values are not recommended for survey control.
 LX6331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6331.See file dsdata.txt to determine how the superseded data were derived.
 LX6331
 LX6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0880268797(NAD 83)
 LX6331
 LX6331  HISTORY     - Date     Condition        Report By
 LX6331  HISTORY     - 1939     MONUMENTED       CGS
 LX6331  HISTORY     - 1941     SEE DESCRIPTION  CTGS
 LX6331  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6331  HISTORY     - 1997     GOOD             USPSQD
 LX6331
 LX6331                          STATION DESCRIPTION
 LX6331
 LX6331'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LX6331'LIGHT REBUILT IN 1939.  NEW AZIMUTH OBSERVED FROM CAMP TO THIS
 LX6331'STATION.
 LX6331
 LX6331                          STATION RECOVERY (1960)
 LX6331
 LX6331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6331'STATION RECOVERED AS DESCRIBED BY CONN. G.S. IN 1941.  LIGHT IS
 LX6331'IN GOOD CONDITION.
 LX6331
 LX6331                          STATION RECOVERY (1997)
 LX6331
 LX6331'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5911 ***********************************************************************
 LX5911  DESIGNATION -  KELSEY POINT FLAGPOLE
 LX5911  PID         -  LX5911
 LX5911  STATE/COUNTY-  CT/MIDDLESEX
 LX5911  USGS QUAD   -  ESSEX (1977)
 LX5911
 LX5911                         *CURRENT SURVEY CONTROL
 LX5911  ___________________________________________________________________
 LX5911* NAD 83(1996)-  41 16 26.91429(N)    072 25 25.48847(W)     ADJUSTED  
 LX5911* NAVD 88     -                                                        
 LX5911  ___________________________________________________________________
 LX5911  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX5911  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5911
 LX5911  HORZ ORDER  -  THIRD
 LX5911
 LX5911.The horizontal coordinates were established by classical geodetic methods
 LX5911.and adjusted by the National Geodetic Survey in August 1998..
 LX5911
 LX5911
 LX5911.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5911
 LX5911.The geoid height was determined by GEOID03.
 LX5911
 LX5911;                    North         East     Units Scale Factor Converg.
 LX5911;SPC CT       -   201,406.987   332,135.688   MT  0.99999334   +0 12 58.8
 LX5911;SPC CT       -   660,782.76  1,089,681.84   sFT  0.99999334   +0 12 58.8
 LX5911;SPC NY L     -   124,173.400   432,063.156   MT  1.00002224   +1 01 51.6
 LX5911;SPC NY L     -   407,392.23  1,417,527.20   sFT  1.00002224   +1 01 51.6
 LX5911;UTM  18      - 4,572,391.486   715,776.186   MT  1.00017304   +1 42 00.4
 LX5911
 LX5911                          SUPERSEDED SURVEY CONTROL
 LX5911
 LX5911  NAD 83(1992)-  41 16 26.91336(N)    072 25 25.48816(W) AD(       ) 4
 LX5911  NAD 83(1986)-  41 16 26.91372(N)    072 25 25.49164(W) AD(       ) 4
 LX5911  NAD 27      -  41 16 26.55000(N)    072 25 27.17000(W) AD(       ) 3
 LX5911
 LX5911.Superseded values are not recommended for survey control.
 LX5911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5911.See file dsdata.txt to determine how the superseded data were derived.
 LX5911
 LX5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1577672391(NAD 83)
 LX5911
 LX5911  HISTORY     - Date     Condition        Report By
 LX5911  HISTORY     - 1934     MONUMENTED       CGS
 LX5911  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5911  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5911
 LX5911                          STATION DESCRIPTION
 LX5911
 LX5911'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5911'THIS POLE IS A 30-FOOT SINGLE STICK ON THE SOUTHEASTERLY
 LX5911'SIDE OF OLD KELSEY POINT.  IT IS 2.7 METERS BACK OF A LOW
 LX5911'SEA-WALL THAT HOLDS THE BANK AT THIS POINT.  THERE ARE STEEP
 LX5911'BARE LEDGES ABOUT 12 FEET HIGH JUST OUTSIDE THIS WALL.  THE
 LX5911'POLE IS 23 METERS SOUTHERLY OF A TWO-STORY SHINGLED HOUSE.
 LX5911'
 LX5911'CENTER IS THE CENTER LINE OF THE POLE.
 LX5911
 LX5911                          STATION RECOVERY (1960)
 LX5911
 LX5911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5911'STATION DESTROYED IN 1938 HURRICANE.
 LX5911
 LX5911                          STATION RECOVERY (1997)
 LX5911
 LX5911'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0078 ***********************************************************************
 LX0078  DESIGNATION -  KELSEY WESTBROOK RESET
 LX0078  PID         -  LX0078
 LX0078  STATE/COUNTY-  CT/MIDDLESEX
 LX0078  USGS QUAD   -  ESSEX (1977)
 LX0078
 LX0078                         *CURRENT SURVEY CONTROL
 LX0078  ___________________________________________________________________
 LX0078* NAD 83(1996)-  41 16 26.87552(N)    072 25 26.91400(W)     ADJUSTED  
 LX0078* NAVD 88     -         4.928  (meters)      16.17   (feet)  ADJUSTED  
 LX0078  ___________________________________________________________________
 LX0078  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX0078  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX0078  DYNAMIC HT  -           4.927 (meters)      16.16  (feet)  COMP
 LX0078  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX0078
 LX0078  HORZ ORDER  -  SECOND
 LX0078  VERT ORDER  -  FIRST     CLASS I
 LX0078
 LX0078.The horizontal coordinates were established by classical geodetic methods
 LX0078.and adjusted by the National Geodetic Survey in August 1998..
 LX0078
 LX0078.The orthometric height was determined by differential leveling
 LX0078.and adjusted by the National Geodetic Survey in June 1991..
 LX0078
 LX0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0078
 LX0078.The geoid height was determined by GEOID03.
 LX0078
 LX0078.The dynamic height is computed by dividing the NAVD 88
 LX0078.geopotential number by the normal gravity value computed on the
 LX0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0078.degrees latitude (g = 980.6199 gals.).
 LX0078
 LX0078.The modeled gravity was interpolated from observed gravity values.
 LX0078
 LX0078;                    North         East     Units Scale Factor Converg.
 LX0078;SPC CT       -   201,405.666   332,102.516   MT  0.99999334   +0 12 57.8
 LX0078;SPC CT       -   660,778.42  1,089,573.00   sFT  0.99999334   +0 12 57.8
 LX0078;SPC NY L     -   124,171.607   432,030.004   MT  1.00002224   +1 01 50.7
 LX0078;SPC NY L     -   407,386.35  1,417,418.44   sFT  1.00002224   +1 01 50.7
 LX0078;UTM  18      - 4,572,389.306   715,743.052   MT  1.00017286   +1 41 59.5
 LX0078
 LX0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0078!SPC CT       -   1.00000400  x   0.99999334  =   0.99999734
 LX0078!SPC NY L     -   1.00000400  x   1.00002224  =   1.00002624
 LX0078!UTM  18      -   1.00000400  x   1.00017286  =   1.00017686
 LX0078
 LX0078:                Primary Azimuth Mark                     Grid Az
 LX0078:SPC CT       -  CRYSTAL BEACH CAMP CHIMNEY               071 39 08.6
 LX0078:SPC NY L     -  CRYSTAL BEACH CAMP CHIMNEY               070 50 15.7
 LX0078:UTM  18      -  CRYSTAL BEACH CAMP CHIMNEY               070 10 06.9
 LX0078
 LX0078|---------------------------------------------------------------------|
 LX0078| PID    Reference Object                     Distance      Geod. Az  |
 LX0078|                                                           dddmmss.s |
 LX0078| LX5908 CRYSTAL BEACH CAMP CHIMNEY          APPROX. 1.4 KM 0715206.4 |
 LX0078| LX5943 KELSEY WESTBROOK RP 1                 6.432 METERS 07210     |
 LX0078| LX5911 KELSEY POINT FLAGPOLE                33.199 METERS 08756     |
 LX0078| LX0076 KELSEY WESTBROOK RM 1                11.482 METERS 11226     |
 LX0078| LX5893 CORNFIELD                           APPROX. 3.3 KM 1161601.3 |
 LX0078| LX0077 KELSEY WESTBROOK RM 2                17.238 METERS 18328     |
 LX0078| CZ8061 W PROPERTY LINE PIPE                  9.680 METERS 19911     |
 LX0078|---------------------------------------------------------------------|
 LX0078
 LX0078                          SUPERSEDED SURVEY CONTROL
 LX0078
 LX0078  NAD 83(1992)-  41 16 26.87458(N)    072 25 26.91369(W) AD(       ) 2
 LX0078  NAD 83(1986)-  41 16 26.87655(N)    072 25 26.91725(W) AD(       ) 2
 LX0078  NAD 27      -  41 16 26.51705(N)    072 25 28.60839(W) AD(       ) 2
 LX0078  NGVD 29 (??/??/92)    5.24   (m)           17.2    (f) COMPUTED    1 1
 LX0078
 LX0078.Superseded values are not recommended for survey control.
 LX0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0078.See file dsdata.txt to determine how the superseded data were derived.
 LX0078
 LX0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1574372389(NAD 83)
 LX0078_MARKER: DS = TRIANGULATION STATION DISK
 LX0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0078_STAMPING: KELSEY WESTBROOK 1882 1934
 LX0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0078+STABILITY: SURFACE MOTION
 LX0078
 LX0078  HISTORY     - Date     Condition        Report By
 LX0078  HISTORY     - 1882     MONUMENTED       CGS
 LX0078  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX0078  HISTORY     - 1965     GOOD             CGS
 LX0078  HISTORY     - 1965     GOOD             NGS
 LX0078  HISTORY     - 1976     GOOD             NGS
 LX0078  HISTORY     - 1976     GOOD             NGS
 LX0078  HISTORY     - 1989     POOR             USPSQD
 LX0078  HISTORY     - 19970403 GOOD             USPSQD
 LX0078  HISTORY     - 19991210 MARK NOT FOUND   USPSQD
 LX0078
 LX0078                          STATION DESCRIPTION
 LX0078
 LX0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (JPB)
 LX0078'ON THE FIRST POINT W OF KELSEYS POINT, ON GROUND OWNED BY EZRA N.
 LX0078'CHAPMAN, OF WESTBROOK, CONNECTICUT.  E OF THE STATION ARE TWO
 LX0078'LARGE FLAT STONES WITH 1/2-INCH DRILL HOLES IN CENTER.  ROCK
 LX0078'NO.1 IS ABOUT EVEN WITH THE GROUND AND 5-1/2 FEET LONG E AND W,
 LX0078'3 FEET N AND S.  FROM THE HOLE IN ROCK NO.1 THE SIGNAL IS
 LX0078'DISTANT 37.6 FEET, N 57 DEG W (MAGNETIC).  FROM ROCK NO.2 TO
 LX0078'SIGNAL IS 72.0 FEET, S 54 DEG 30 MIN W (MAGNETIC).  CENTER
 LX0078'MARKED BY GRANITE POST 5 INCHES SQUARE ON TOP, PROJECTING 8
 LX0078'INCHES ABOVE SURFACE.  HOLE DRILLED IN TOP TO MARK STATION IS
 LX0078'3/4 INCH IN DIAMETER AND ABOUT 1-1/2 INCHES DEEP.  FOUR
 LX0078'CHAMPAGNE BOTTLES WERE PLACED IN THE GROUND 20 INCHES BELOW
 LX0078'THE SURFACE.  BOTTLES ARE NECK DOWN.  IN EACH BOTTLE WAS
 LX0078'PLACED A PAPER ON WHICH WAS WRITTEN IN INK THE POINT OF THE
 LX0078'COMPASS THE BOTTLE IS AT WITH REFERENCE TO THE CENTER.  N
 LX0078'BOTTLE IS 4.135 FEET FROM CENTER.  S BOTTLE IS 4.18 FEET
 LX0078'FROM CENTER, E BOTTLE IS 4 FEET, AND W BOTTLE ALSO 4 FEET
 LX0078'FROM CENTER.  IN THE BANK JUST BELOW THE STATION IS A LARGE
 LX0078'FLAT ROCK.  THE CLIFF END OF FENCE CLOSE TO BARS (FENCE
 LX0078'RUNNING N 0 DEG 30 MIN W) IS 208 FEET FROM STATION ON LINE
 LX0078'116 DEG 50 MIN TO LEFT OF LINE TO STATION BEACON HILL.
 LX0078'STATION IS 37.07 FEET FROM TOP OF BANK.
 LX0078
 LX0078                          STATION RECOVERY (1934)
 LX0078
 LX0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX0078'STATION RECOVERED AS DESCRIBED.  CENTER AND REFERENCE MARK NO.1
 LX0078'WERE RE-MARKED.  THE BURIED BOTTLES COULD NOT BE SEARCHED FOR
 LX0078'BECAUSE THE ENTIRE AREA IS A LAWN AT THE PRESENT TIME.
 LX0078'
 LX0078'THE STATION IS ON THE MIDDLE OF THE THREE SMALL POINTS THAT
 LX0078'TAKEN TOGETHER, COMPRISE OLD KELSEY POINT.  IT IS DIRECTLY IN
 LX0078'FRONT OF THE COTTAGE OF C.S. HUBBARD OF WINDSOR,
 LX0078'CONNECTICUT.  HUBBARDS HOUSE IS A TWO-STORY DUPLEX, THE ONLY
 LX0078'HOUSE OF ITS KIND ON THE POINT.  THE SIDES ARE BROWN SHINGLED
 LX0078'AND IT HAS A ONE-STORY PORCH ON THE S END WHICH TAKES IN THE
 LX0078'SOUTHERLY HALF OF THE E AND W SIDES.
 LX0078'
 LX0078'THE STATION IS 19.06 METERS FROM THE SE CORNER OF HUBBARDS
 LX0078'PORCH AND 17.27 METERS FROM THE SW CORNER.  IT IS 11 METERS N
 LX0078'OF THE EDGE OF THE 10-FOOT BANK AROUND THE POINT.  BELOW THE
 LX0078'BANK, BARE, ALMOST FLAT LEDGES EXTEND A CONSIDERABLE DISTANCE
 LX0078'TO ORDINARY HIGH WATER.
 LX0078'
 LX0078'REFERENCE MARK NO.1, AS IN 1882, IS IN A FLAT EMBEDDED BOULDER
 LX0078'CLOSE TO THE EASTERLY BOUNDARY OF HUBBARDS PROPERTY.  IT IS 4.6
 LX0078'METERS N OF THE EDGE OF THE BANK AND BEARS S 55 DEG E (MAGNETIC)
 LX0078'FROM THE STATION.  REFERENCE MARK NO.2 IS IN THE FLAT LEDGE S
 LX0078'OF THE STATION.  IT IS ABOUT 2 METERS S OF THE FOOT OF THE
 LX0078'BANK.  SOME INITIALS AND THE DATE 1882, ARE CUT IN THE LEDGE
 LX0078'0.5 METER E OF THE REFERENCE MARK.  IT BEARS S 20 DEG W
 LX0078'(MAGNETIC).
 LX0078'
 LX0078'THE OLD CENTER, A DRILL HOLE IN A 5-INCH GRANITE POST, HAD A
 LX0078'STANDARD DISK SET IN THE DRILL HOLE.
 LX0078'
 LX0078'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX0078
 LX0078                          STATION RECOVERY (1965)
 LX0078
 LX0078'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0078'THE STATION AND REFERENCE MARKS NO. 1 AND 2 WERE RECOVERED AND
 LX0078'IN GOOD CONDITION.
 LX0078'
 LX0078'THE STATION MAY BE REACHED BY GOING 1.3 MILES EAST ALONG U.S.
 LX0078'HIGHWAY 1 FROM THE TOWN HALL AT WESTBROOK, THENCE 0.55 MILE
 LX0078'SOUTH AND WEST ALONG A BLACK TOP ROAD, ALONG THE NORTH SHORE OF
 LX0078'LONG ISLAND SOUND, IN THE FRONT (SOUTH) LAWN OF A TWO-STORIED
 LX0078'HOUSE WITH YELLOW SHINGLE SIDING, 62.5 FEET SOUTHWEST OF THE
 LX0078'SOUTHEAST CORNER OF THE PORCH, 18 FEET NORTHEAST OF THE
 LX0078'NORTHWEST CORNER OF AN OFFSET IN A SEA WALL, SET IN THE TOP OF
 LX0078'A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE LAWN
 LX0078'AND IS STAMPED KELSEY WESTBROOK 1882 1934.
 LX0078'
 LX0078'RM NO. 1 37.7 FEET SOUTHEAST OF THE STATION DESCRIBED, 4 FEET
 LX0078'WEST OF THE WEST END OF STONE STEP LEADING TO WATER AND BEACH,
 LX0078'SET IN THE TOP OF A LARGE ROUND BOULDER WHICH IS PART OF A SEA
 LX0078'WALL AND STAMPED KELSEY WESTBROOK NO 1 1882 1934.
 LX0078'
 LX0078'RM 2 IS 57.8 FEET SOUTH OF THE STATION DESCRIBED, SET IN THE
 LX0078'TOP OF A LARGE MASS OF BEDROCK AND ABOUT 8 FEET BELOW SEAWALL.  IT
 LX0078'IS STAMPED KELSEY WESTBROOK NO 2 1882 1934.
 LX0078
 LX0078                          STATION RECOVERY (1965)
 LX0078
 LX0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0078'1.8 MI SE FROM WESTBROOK.
 LX0078'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0078'WESTBROOK, THENCE 0.55 MILE SOUTH AND WEST ALONG A BLACK TOP
 LX0078'ROAD, ALONG THE NORTH SHORE OF LONG ISLAND SOUND, IN THE FRONT
 LX0078'(SOUTH) LAWN OF A TWO STORIED HOUSE WITH YELLOW SHINGLE SIDING,
 LX0078'62.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE PORCH OF THE
 LX0078'YELLOW HOUSE, 62 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LX0078'OF THE PORCH FOR A TWO-STORIED WHITE HOUSE, 18 FEET NORTHEAST OF
 LX0078'THE NORTHWEST CORNER OF A 10-FOOT OFFSET IN SEA WALL, ABOUT LEVEL
 LX0078'WITH THE LAWN AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 LX0078'INCH ABOVE THE LEVEL OF THE GROUND.
 LX0078
 LX0078                          STATION RECOVERY (1976)
 LX0078
 LX0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJ)
 LX0078'THE STATION IS ABOUT 2-3/4 MILES SOUTHWEST OF THE CENTER OF OLD
 LX0078'SAYBROOK, 2 MILES NORTHWEST OF CORNFIELD POINT, AND 1-3/4 MILES
 LX0078'SOUTHEAST OF THE CENTER OF WESTBROOK.
 LX0078'
 LX0078'TO REACH THE STATION FROM OLD SAYBROOK AT THE INTERSECTION OF
 LX0078'CONNECTICUT ROUTE 166 (SPENCER PLAIN ROAD) AND U.S. HIGHWAY 1
 LX0078'(BOSTON POST ROAD), GO SOUTHWESTERLY ON THE BOSTON POST ROAD
 LX0078'FOR 0.63 MILE TO OLD KELSEY POINT ROAD ON THE LEFT,
 LX0078'SOUTHEAST.  TURN LEFT AND PROCEED SOUTHERLY FOR 0.51 MILE ON
 LX0078'OLD KELSEY POINT ROAD IN WESTBROOK TO KELSEY POINT AND THE
 LX0078'STATION.
 LX0078'
 LX0078'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BRONZE
 LX0078'DISK, STAMPED KELSEY - WESTBROOK 1882 - 1934, SET IN THE TOP OF A
 LX0078'GRANITE POST.  THE TOP OF THE MONUMENT IS FLUSH WITH THE SURFACE
 LX0078'OF THE LAWN.  THE STATION IS 200 FEET SOUTHWEST OF THE
 LX0078'CENTERLINE OF OLD KELSEY POINT ROAD, 92.3 FEET WEST OF A
 LX0078'FLAGPOLE, 56.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WOODEN
 LX0078'FRAME PORCH OF A 2-1/2 STORY FRAME HOUSE, AND 13 FEET NORTHEAST
 LX0078'OF THE FACE OF A 5 FOOT HIGH MASONRY RETAINING WALL.
 LX0078'
 LX0078'REFERENCE MARK 1 IS A DRILL HOLE IN A U.S. COAST AND GEODETIC
 LX0078'SURVEY BRONZE REFERENCE MARK DISK, STAMPED KELSEY - WESTBROOK
 LX0078'RM 1 1882 - 1934, SET IN A 4 FOOT BY 4 FOOT BOULDER THAT IS
 LX0078'FLAT AND PART OF A 5 FOOT HIGH MASONRY RETAINING WALL.  IT IS
 LX0078'220 FEET SOUTHWEST OF THE CENTERLINE OF OLD KELSEY POINT ROAD,
 LX0078'77.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE WOODEN FRAME
 LX0078'PORCH OF THE HOUSE MENTIONED ABOVE.  AND 65.2 FEET WEST OF A
 LX0078'FLAGPOLE.
 LX0078'
 LX0078'REFERENCE MARK 2 IS A DRILL HOLE IN A U.S. COAST AND GEODETIC
 LX0078'SURVEY BRONZE REFERENCE MARK DISK, STAMPED KELSEY - WESTBROOK
 LX0078'RM 2 1882 - 1934, SET IN A LEDGE OUTCROP.  THE DISK IS FLUSH
 LX0078'WITH THE SURFACE OF THE LEDGE.  IT IS 250 FEET SOUTHWEST OF THE
 LX0078'CENTERLINE OF OLD KELSEY POINT ROAD, 120.8 FEET WEST OF A
 LX0078'FLAGPOLE, 111.2 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LX0078'WOODEN FRAME PORCH OF A 2-1/2 STORY FRAME HOUSE, AND 45.5 FEET
 LX0078'SOUTHWEST OF THE FACE OF A 5 FOOT MASONRY RETAINING WALL.
 LX0078'
 LX0078'CORNFIELD (USC AND GS) (AZIMUTH MARK) IS A U.S. COAST AND
 LX0078'GEODETIC SURVEY BRONZE DISK, STAMPED CORNFIELD 1934, SET IN A
 LX0078'BOULDER.  THE BOULDER IS FLUSH WITH THE SURFACE OF THE LAWN.
 LX0078'
 LX0078'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 LX0078
 LX0078                          STATION RECOVERY (1976)
 LX0078
 LX0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RJ)
 LX0078'TO REACH THE MARK IN OLD SAYBROOK FROM THE INTERSECTION OF U.S.
 LX0078'HIGHWAY 1 (OYSTER RIVER ROAD) AND CONNECTICUT ROUTE 154 (BOSTON
 LX0078'POST ROAD) BEAR RIGHT AT THE FORK IN U.S. HIGHWAY 1 ONTO
 LX0078'CONNECTICUT ROUTE 154 FOR 0.10 MILE TO CONNECTICUT ROUTE 154
 LX0078'ON THE RIGHT, SOUTH.  TURN RIGHT AND CONTINUE SOUTHERLY ON
 LX0078'CONNECTICUT ROUTE 154 (GREAT HAMMOCK ROAD - PLUM BANK ROAD) FOR
 LX0078'ABOUT 1.6 MILES TO INTERSECTION OF PLUMB BANK ROAD, MORGAN
 LX0078'ROAD, AND WEST SHORE DRIVE.  TURN RIGHT AND PROCEED
 LX0078'SOUTHWESTERLY ON WEST SHORE DRIVE ALONG THE SHORE FOR ABOUT
 LX0078'0.2 MILE TO POINT ROAD.  TURN RIGHT AND PROCEED SOUTHERLY
 LX0078'TO A 1 STORY CEMENT BLOCK HOUSE NUMBER 2, OWNED BY M.D.
 LX0078'JOHNSON ON CORNFIELD POINT.
 LX0078'
 LX0078'THE MARK IS 62.1 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LX0078'HOUSE, 59.8 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE,
 LX0078'AND 2 FEET NORTH OF THE MASONRY RETAINING WALL.
 LX0078
 LX0078                          STATION RECOVERY (1989)
 LX0078
 LX0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0078'MARK RECOVERED IN POOR CONDITION.
 LX0078
 LX0078                          STATION RECOVERY (1997)
 LX0078
 LX0078'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0078'RECOVERED IN GOOD CONDITION.
 LX0078
 LX0078                          STATION RECOVERY (1999)
 LX0078
 LX0078'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0076 ***********************************************************************
 LX0076  DESIGNATION -  KELSEY WESTBROOK RM 1
 LX0076  PID         -  LX0076
 LX0076  STATE/COUNTY-  CT/MIDDLESEX
 LX0076  USGS QUAD   -  ESSEX (1977)
 LX0076
 LX0076                         *CURRENT SURVEY CONTROL
 LX0076  ___________________________________________________________________
 LX0076* NAD 83(1986)-  41 16 26.     (N)    072 25 26.     (W)     SCALED    
 LX0076* NAVD 88     -         4.755  (meters)      15.60   (feet)  ADJUSTED  
 LX0076  ___________________________________________________________________
 LX0076  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX0076  DYNAMIC HT  -           4.753 (meters)      15.59  (feet)  COMP
 LX0076  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX0076
 LX0076  VERT ORDER  -  FIRST     CLASS I
 LX0076
 LX0076.The horizontal coordinates were scaled from a topographic map and have
 LX0076.an estimated accuracy of +/- 6 seconds.
 LX0076
 LX0076.The orthometric height was determined by differential leveling
 LX0076.and adjusted by the National Geodetic Survey in June 1991..
 LX0076
 LX0076.The geoid height was determined by GEOID03.
 LX0076
 LX0076.The dynamic height is computed by dividing the NAVD 88
 LX0076.geopotential number by the normal gravity value computed on the
 LX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0076.degrees latitude (g = 980.6199 gals.).
 LX0076
 LX0076.The modeled gravity was interpolated from observed gravity values.
 LX0076
 LX0076;                    North         East    Units  Estimated Accuracy
 LX0076;SPC CT       -   201,380.      332,120.      MT  (+/- 180 meters Scaled)
 LX0076
 LX0076                          SUPERSEDED SURVEY CONTROL
 LX0076
 LX0076  NGVD 29 (??/??/92)    5.069  (m)           16.63   (f) ADJ UNCH    1 1
 LX0076
 LX0076.Superseded values are not recommended for survey control.
 LX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0076.See file dsdata.txt to determine how the superseded data were derived.
 LX0076
 LX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL157723(NAD 83)
 LX0076_MARKER: DR = REFERENCE MARK DISK
 LX0076_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0076_SP_SET: UNSPECIFIED
 LX0076_STAMPING: KELSEY WESTBROOK NO 1 1882 1934
 LX0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0076
 LX0076  HISTORY     - Date     Condition        Report By
 LX0076  HISTORY     - 1934     MONUMENTED       CGS
 LX0076  HISTORY     - 1965     GOOD             NGS
 LX0076  HISTORY     - 1984     GOOD             USPSQD
 LX0076  HISTORY     - 1989     POOR             USPSQD
 LX0076  HISTORY     - 19970403 POOR             USPSQD
 LX0076
 LX0076                          STATION DESCRIPTION
 LX0076
 LX0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0076'1.8 MI SE FROM WESTBROOK.
 LX0076'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0076'WESTBROOK, THENCE 0.55 MILE SOUTH AND WEST ALONG A BLACK TOP
 LX0076'ROAD, BETWEEN TWO LARGE HOUSES, SET IN THE TOP OF A LARGE ROUND
 LX0076'ROCK WHICH IS PART OF THE SEA WALL, 37.7 FEET SOUTHEAST OF THE
 LX0076'STATION DESCRIBED, 4 FEET WEST OF THE WEST END OF STONE STEP
 LX0076'LEADING TO WATER AND ABOUT LEVEL WITH THE SEA WALL.
 LX0076
 LX0076                          STATION RECOVERY (1984)
 LX0076
 LX0076'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0076'CHANGE DESC: ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN
 LX0076'HALL AT WESTBROOK TO OLD KELSEY POINT ROAD, THENCE SOUTH TO LONG
 LX0076'ISLAND SOUND AND WEST ALONG THE SHORE FOR A TOTAL DISTANCE OF 0.55
 LX0076'MILES TO THE END OFF OLD KELSEY POINT ROAD, SET IN THE TOP OF A LARGE
 LX0076'ROCK WHICH IS PART OF THE SEAWALL POINT ROAD, SET IN THE TOP OF A
 LX0076'LARGE ROCK WHICH IS PART OF THE SEAWALL, IN FRONT OF THE HOUSE WHICH
 LX0076'IS EASTERLY OF THE HOUSE AT THE END OF THE ROAD, 37.7 FEET SOUTHEAST
 LX0076'OF THE STATION DESCRIBED AND ABOUT LEVEL WITH THE SEAWALL.
 LX0076
 LX0076                          STATION RECOVERY (1989)
 LX0076
 LX0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0076'MARK RECOVERED IN POOR CONDITION.
 LX0076
 LX0076                          STATION RECOVERY (1997)
 LX0076
 LX0076'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0076'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0077 ***********************************************************************
 LX0077  DESIGNATION -  KELSEY WESTBROOK RM 2
 LX0077  PID         -  LX0077
 LX0077  STATE/COUNTY-  CT/MIDDLESEX
 LX0077  USGS QUAD   -  ESSEX (1977)
 LX0077
 LX0077                         *CURRENT SURVEY CONTROL
 LX0077  ___________________________________________________________________
 LX0077* NAD 83(1986)-  41 16 26.     (N)    072 25 26.     (W)     SCALED    
 LX0077* NAVD 88     -         1.895  (meters)       6.22   (feet)  ADJUSTED  
 LX0077  ___________________________________________________________________
 LX0077  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX0077  DYNAMIC HT  -           1.895 (meters)       6.22  (feet)  COMP
 LX0077  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 LX0077
 LX0077  VERT ORDER  -  FIRST     CLASS I
 LX0077
 LX0077.The horizontal coordinates were scaled from a topographic map and have
 LX0077.an estimated accuracy of +/- 6 seconds.
 LX0077
 LX0077.The orthometric height was determined by differential leveling
 LX0077.and adjusted by the National Geodetic Survey in June 1991..
 LX0077
 LX0077.The geoid height was determined by GEOID03.
 LX0077
 LX0077.The dynamic height is computed by dividing the NAVD 88
 LX0077.geopotential number by the normal gravity value computed on the
 LX0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0077.degrees latitude (g = 980.6199 gals.).
 LX0077
 LX0077.The modeled gravity was interpolated from observed gravity values.
 LX0077
 LX0077;                    North         East    Units  Estimated Accuracy
 LX0077;SPC CT       -   201,380.      332,120.      MT  (+/- 180 meters Scaled)
 LX0077
 LX0077                          SUPERSEDED SURVEY CONTROL
 LX0077
 LX0077  NGVD 29 (??/??/92)    2.210  (m)            7.25   (f) ADJ UNCH    1 1
 LX0077
 LX0077.Superseded values are not recommended for survey control.
 LX0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0077.See file dsdata.txt to determine how the superseded data were derived.
 LX0077
 LX0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL157723(NAD 83)
 LX0077_MARKER: DR = REFERENCE MARK DISK
 LX0077_SETTING: 66 = SET IN ROCK OUTCROP
 LX0077_SP_SET: BEDROCK
 LX0077_STAMPING: KELSEY WESTBROOK NO 2 1882 1934
 LX0077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0077+STABILITY: POSITION/ELEVATION WELL
 LX0077
 LX0077  HISTORY     - Date     Condition        Report By
 LX0077  HISTORY     - 1934     MONUMENTED       CGS
 LX0077  HISTORY     - 1965     GOOD             NGS
 LX0077  HISTORY     - 1984     GOOD             USPSQD
 LX0077  HISTORY     - 1989     POOR             USPSQD
 LX0077  HISTORY     - 19970403 POOR             USPSQD
 LX0077
 LX0077                          STATION DESCRIPTION
 LX0077
 LX0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0077'1.8 MI SE FROM WESTBROOK.
 LX0077'ABOUT 1.3 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0077'WESTBROOK, THENCE 0.55 MILE SOUTH AND WEST ALONG A BLACK TOP
 LX0077'ROAD, AT OLD KELSEY POINT, SET ON THE TOP OF A LARGE MASS OF
 LX0077'BEDROCK, 57.8 FEET SOUTH OF THE STATION DESCRIBED, 57.6 FEET
 LX0077'SOUTHWEST OF RM 1 DESCRIBD, 38 FEET SOUTH OF THE SOUTHEAST CORNER
 LX0077'OF A 10-FOOT OFFSET IN THE SEA WALL AND 8 FEET BELOW THE LEVEL
 LX0077'OF THE SEA WALL.
 LX0077
 LX0077                          STATION RECOVERY (1984)
 LX0077
 LX0077'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0077'CHANGE DESC: ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 1 TO OLD KELSEY
 LX0077'POINT ROAD, THENCE SOUTH TO LONG ISLAND SOUND AND WEST ALONG THE
 LX0077'SHORE FOR A TOTAL DISTANCE OF 0.55 MILES TO THE END OF OLD KELSEY
 LX0077'POINT ROAD, SET ON THE TOP OF A LARGE MASS OF BEDROCK IN FRONT OF THE
 LX0077'HOUSE EASTERLY OF THE HOUSE AT THE END OF THE ROAD, 57.8 FEET SOUTH
 LX0077'OF THE OF THE STATION DECRIBED, 57.6 FEET SOUTHWEST OF RM 1 DESCRIBED
 LX0077', 38 FEET SOUTH OF THE SOUTHEAST CORNER OF A 10 FOOT OFFSET IN THE
 LX0077'SEAWALL AND ABOUT 8 FEET BELOW THE SEAWALL.
 LX0077
 LX0077                          STATION RECOVERY (1989)
 LX0077
 LX0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0077'MARK RECOVERED IN POOR CONDITION.
 LX0077
 LX0077                          STATION RECOVERY (1997)
 LX0077
 LX0077'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0077'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6410 ***********************************************************************
 LX6410  DESIGNATION -  KELSEYS GABLE
 LX6410  PID         -  LX6410
 LX6410  STATE/COUNTY-  CT/NEW HAVEN
 LX6410  USGS QUAD   -  BRANFORD (1984)
 LX6410
 LX6410                         *CURRENT SURVEY CONTROL
 LX6410  ___________________________________________________________________
 LX6410* NAD 83(1996)-  41 15 10.98024(N)    072 51 11.36538(W)     ADJUSTED  
 LX6410* NAVD 88     -                                                        
 LX6410  ___________________________________________________________________
 LX6410  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6410  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX6410
 LX6410  HORZ ORDER  -  THIRD
 LX6410
 LX6410.The horizontal coordinates were established by classical geodetic methods
 LX6410.and adjusted by the National Geodetic Survey in August 1998..
 LX6410
 LX6410
 LX6410.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6410
 LX6410.The geoid height was determined by GEOID03.
 LX6410
 LX6410;                    North         East     Units Scale Factor Converg.
 LX6410;SPC CT       -   199,018.014   296,154.796   MT  0.99999507   -0 04 06.2
 LX6410;SPC CT       -   652,944.93    971,634.53   sFT  0.99999507   -0 04 06.2
 LX6410;SPC NY L     -   121,271.796   396,119.004   MT  1.00001959   +0 45 00.5
 LX6410;SPC NY L     -   397,872.55  1,299,600.43   sFT  1.00001959   +0 45 00.5
 LX6410;UTM  18      - 4,569,071.158   679,866.046   MT  0.99999817   +1 24 57.5
 LX6410
 LX6410                          SUPERSEDED SURVEY CONTROL
 LX6410
 LX6410  NAD 83(1992)-  41 15 10.97935(N)    072 51 11.36517(W) AD(       ) 4
 LX6410  NAD 83(1986)-  41 15 10.98084(N)    072 51 11.36821(W) AD(       ) 4
 LX6410  NAD 27      -  41 15 10.63000(N)    072 51 13.00900(W) AD(       ) 3
 LX6410
 LX6410.Superseded values are not recommended for survey control.
 LX6410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6410.See file dsdata.txt to determine how the superseded data were derived.
 LX6410
 LX6410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7986669071(NAD 83)
 LX6410
 LX6410  HISTORY     - Date     Condition        Report By
 LX6410  HISTORY     - 1933     MONUMENTED       CGS
 LX6410  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6410
 LX6410                          STATION DESCRIPTION
 LX6410
 LX6410'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6410'THIS HOUSE IS ON THE PROPERTY OF JUDGE KELSEY OF BRANFORD.
 LX6410'
 LX6410'THE HOUSE IS 2-1/2 STORIES HIGH, THE SIDES ARE PAINTED WHITE
 LX6410'AND THE GABLES DARK RED.
 LX6410'
 LX6410'THERE IS A FLAGPOLE SECURED TO THE EASTERLY GABLE OF THE HOUSE.
 LX6410'
 LX6410'CENTER IS THE APEX OF THE SOUTHERLY GABLE.
 LX6410'
 LX6410'STATION LOOP BEARS S 13 DEG W (MAGNETIC) AND IS 23.90 METERS
 LX6410'DISTANT.
 LX6410
 LX6410                          STATION RECOVERY (1962)
 LX6410
 LX6410'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6410'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 LX6410'GOOD CONDITION.
 LX6410'
 LX6410'STATION IS THE APEX OF THE SOUTHERLY GABLE OF THE KELSEY
 LX6410'RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7352 ***********************************************************************
 LX7352  DESIGNATION -  KIERNAN
 LX7352  PID         -  LX7352
 LX7352  STATE/COUNTY-  CT/LITCHFIELD
 LX7352  USGS QUAD   -  ELLSWORTH (1969)
 LX7352
 LX7352                         *CURRENT SURVEY CONTROL
 LX7352  ___________________________________________________________________
 LX7352* NAD 83(1996)-  41 51 02.40422(N)    073 29 53.79201(W)     ADJUSTED  
 LX7352* NAVD 88     -       215.6    (meters)     707.     (feet)  VERTCON   
 LX7352  ___________________________________________________________________
 LX7352  LAPLACE CORR-           9.87  (seconds)                    DEFLEC99
 LX7352  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX7352
 LX7352  HORZ ORDER  -  SECOND
 LX7352
 LX7352.The horizontal coordinates were established by classical geodetic methods
 LX7352.and adjusted by the National Geodetic Survey in August 1998..
 LX7352
 LX7352.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7352
 LX7352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7352
 LX7352.The geoid height was determined by GEOID03.
 LX7352
 LX7352;                    North         East     Units Scale Factor Converg.
 LX7352;SPC CT       -   265,655.258   242,661.548   MT  0.99999842   -0 29 46.1
 LX7352;SPC CT       -   871,570.63    796,132.10   sFT  0.99999842   -0 29 46.1
 LX7352;SPC NY E     -   335,500.269   233,179.548   MT  0.99998511   +0 40 06.2
 LX7352;SPC NY E     - 1,100,720.47    765,023.23   sFT  0.99998511   +0 40 06.2
 LX7352;UTM  18      - 4,634,286.377   624,661.197   MT  0.99979123   +1 00 07.4
 LX7352
 LX7352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7352!SPC CT       -   0.99997095  x   0.99999842  =   0.99996937
 LX7352!SPC NY E     -   0.99997095  x   0.99998511  =   0.99995606
 LX7352!UTM  18      -   0.99997095  x   0.99979123  =   0.99976219
 LX7352
 LX7352|---------------------------------------------------------------------|
 LX7352| PID    Reference Object                     Distance      Geod. Az  |
 LX7352|                                                           dddmmss.s |
 LX7352| CR8727 KIERNAN RM 1                         14.596 METERS 02938     |
 LX7352| CR8728 KIERNAN RM 2                         15.825 METERS 09312     |
 LX7352| LX7353 KIERNAN AZ MK                       APPROX. 1.4 KM 1590307.7 |
 LX7352|---------------------------------------------------------------------|
 LX7352
 LX7352                          SUPERSEDED SURVEY CONTROL
 LX7352
 LX7352  NAD 83(1996)-  41 51 02.40423(N)    073 29 53.79234(W) AD(       ) 2
 LX7352  NAD 83(1992)-  41 51 02.40440(N)    073 29 53.79327(W) AD(       ) 2
 LX7352  NAD 83(1992)-  41 51 02.40554(N)    073 29 53.79394(W) AD(       ) 2
 LX7352  NAD 83(1986)-  41 51 02.40522(N)    073 29 53.79145(W) AD(       ) 2
 LX7352  NAD 83(1986)-  41 51 02.40500(N)    073 29 53.79322(W) AD(       ) 2
 LX7352  NGVD 29 (07/14/89)  215.8    (m)          708.     (f) VERT ANG       
 LX7352
 LX7352.Superseded values are not recommended for survey control.
 LX7352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7352.See file dsdata.txt to determine how the superseded data were derived.
 LX7352
 LX7352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2466134286(NAD 83)
 LX7352_MARKER: DS = TRIANGULATION STATION DISK
 LX7352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7352+STABILITY: SURFACE MOTION
 LX7352
 LX7352  HISTORY     - Date     Condition        Report By
 LX7352  HISTORY     - 1984     MONUMENTED       NGS
 LX7352
 LX7352                          STATION DESCRIPTION
 LX7352
 LX7352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7352'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 LX7352'SOUTH-SOUTHWEST OF SHARON, 0.5 KM (0.3 MI) EAST OF THE NEW YORK
 LX7352'STATE LINE, 0.5 KM (0.3 MI) WEST OF STATE HIGHWAY 41 AND 100 METERS
 LX7352'(300 FT) SOUTH OF THE HOME OF THE PROPERTY OWNER.
 LX7352'OWNERSHIP--MR WILLIAM F KIERNAN, BOX 50 AA, AMENIA UNION ROAD,
 LX7352'SHARON CT 06069, PHONE 203-364-0634.
 LX7352'
 LX7352'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4, 41 AND
 LX7352'343 IN SHARON, GO SOUTH ON HIGHWAY 41 FOR 2.7 KM (1.7 MI) TO BENTON
 LX7352'HILL ROAD ON THE RIGHT. CONTINUE SOUTH ON THE HIGHWAY FOR 0.7 KM
 LX7352'(0.45 MI) TO BOLAND ROAD ON THE LEFT. CONTINUE SOUTH ON THE HIGHWAY
 LX7352'FOR 0.1 KM (0.05 MI) TO A GRAVEL ROAD RIGHT. TURN RIGHT, WEST,
 LX7352'UPHILL ON THE GRAVEL ROAD FOR 0.5 KM (0.3 MI)TO A DRIVEWAY RIGHT.
 LX7352'TURN RIGHT, NORTH ON DRIVEWAY FOR 10 METERS (30 FT) TO A ROCK WALL
 LX7352'AND THE STATION ON THE LEFT.
 LX7352'
 LX7352'THE STATION IS A STANDARD NGS DISK
 LX7352'STAMPED---KIERNAN 1984---,
 LX7352'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7352'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7352'11.67 METERS (38.29 FT) WEST FROM THE APPROXIMATE CENTER OF THE
 LX7352'DRIVEWAY,
 LX7352'2.15 METERS (7.05 FT) NORTH FROM A ROCK WALL AND
 LX7352'1.3 METERS (4.27 FT) NORTHWEST FROM A WITNESS POST.
 LX7352'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7352'STAMPED---KIERNAN 1984---,
 LX7352'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7352'
 LX7352'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7352'STAMPED---KIERNAN NO 1 1984---,
 LX7352'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7352'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7352'16.8 METERS (55.12 FT) NORTH FROM THE ROCK WALL AND
 LX7352'2.1 METERS (6.89 FT) WEST FROM THE APPROXIMATE CENTER OF THE DRIVE.
 LX7352'MARK IS LEVEL WITH THE STATION.
 LX7352'
 LX7352'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7352'STAMPED---KIERNAN NO 2 1984---,
 LX7352'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7352'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7352'4.3 METERS (14.1 FT) EAST FROM THE APPROXIMATE CENTER OF THE DRIVE,
 LX7352'3.0 METERS (9.84 FT) NORTH FROM THE ROCK WALL AND
 LX7352'2.3 METERS (7.55 FT) EAST FROM A WITNESS POST.
 LX7352'MARK IS LEVEL WITH THE STATION.
 LX7352'
 LX7352'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 LX7352'STAMPED---KIERNAN 1984---,
 LX7352'SET INTO A DRILL HOLE IN A PARTIALLY EXPOSED BOULDER OF 0.5
 LX7352'METER (1.6 FT) LAREST DIMENSION.  LOCATED
 LX7352'6.6 METERS (21.6 FT) WEST-NORTHWEST FROM THE CENTER OF HIGHWAY 41,
 LX7352'1.54 METERS (5.05 FT) SOUTHWEST FROM A UTILITY POLE WITH NUMBER 293
 LX7352'AND
 LX7352'0.57 METER (1.9 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX7352'TO REACH THE AZIMUTH FROM THE STATION,
 LX7352'GO SOUTH FOR 10 METERS (30 FT) ON DRIVEWAY TO A GRAVEL ROAD LEFT.
 LX7352'TURN LEFT, DOWN HILL, EAST FOR 0.5 KM (0.3 MI) TO A T-ROAD, HIGHWAY
 LX7352'41. TURN RIGHT, SOUTH ON THE HIGHWAY AND GO 1.3 KM (0.8 MI) TO THE
 LX7352'AZIMUTH MARK ON THE RIGHT.
 LX7352'
 LX7352'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 LX7352'
 LX7352'AN EDM TIE WAS MADE TO THE AZIMUTH MARK.
 LX7352'
 LX7352'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7353 ***********************************************************************
 LX7353  DESIGNATION -  KIERNAN AZ MK
 LX7353  PID         -  LX7353
 LX7353  STATE/COUNTY-  CT/LITCHFIELD
 LX7353  USGS QUAD   -  ELLSWORTH (1969)
 LX7353
 LX7353                         *CURRENT SURVEY CONTROL
 LX7353  ___________________________________________________________________
 LX7353* NAD 83(1996)-  41 50 18.59361(N)    073 29 31.36484(W)     ADJUSTED  
 LX7353* NAVD 88     -       169.     (meters)     554.     (feet)  VERTCON   
 LX7353  ___________________________________________________________________
 LX7353  LAPLACE CORR-          10.64  (seconds)                    DEFLEC99
 LX7353  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX7353
 LX7353  HORZ ORDER  -  SECOND
 LX7353
 LX7353.The horizontal coordinates were established by classical geodetic methods
 LX7353.and adjusted by the National Geodetic Survey in August 1998..
 LX7353
 LX7353.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7353
 LX7353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7353
 LX7353.The geoid height was determined by GEOID03.
 LX7353
 LX7353;                    North         East     Units Scale Factor Converg.
 LX7353;SPC CT       -   264,299.167   243,167.267   MT  0.99999727   -0 29 31.3
 LX7353;SPC CT       -   867,121.52    797,791.28   sFT  0.99999727   -0 29 31.3
 LX7353;SPC NY E     -   334,154.753   233,712.715   MT  0.99998621   +0 40 20.6
 LX7353;SPC NY E     - 1,096,306.05    766,772.47   sFT  0.99998621   +0 40 20.6
 LX7353;UTM  18      - 4,632,944.248   625,202.086   MT  0.99979289   +1 00 21.5
 LX7353
 LX7353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7353!SPC CT       -   0.99997824  x   0.99999727  =   0.99997551
 LX7353!SPC NY E     -   0.99997824  x   0.99998621  =   0.99996445
 LX7353!UTM  18      -   0.99997824  x   0.99979289  =   0.99977114
 LX7353
 LX7353                          SUPERSEDED SURVEY CONTROL
 LX7353
 LX7353  NAD 83(1996)-  41 50 18.59362(N)    073 29 31.36518(W) AD(       ) 2
 LX7353  NAD 83(1992)-  41 50 18.59384(N)    073 29 31.36605(W) AD(       ) 2
 LX7353  NAD 83(1992)-  41 50 18.59498(N)    073 29 31.36673(W) AD(       ) 2
 LX7353  NAD 83(1986)-  41 50 18.59487(N)    073 29 31.36466(W) AD(       ) 2
 LX7353  NAD 83(1986)-  41 50 18.59448(N)    073 29 31.36599(W) AD(       ) 2
 LX7353  NGVD 29 (07/14/89)  169.     (m)          554.     (f) VERT ANG       
 LX7353
 LX7353.Superseded values are not recommended for survey control.
 LX7353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7353.See file dsdata.txt to determine how the superseded data were derived.
 LX7353
 LX7353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2520232944(NAD 83)
 LX7353_MARKER: DZ = AZIMUTH MARK DISK
 LX7353_SETTING: 80 = SET IN A BOULDER
 LX7353_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX7353_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7353+STABILITY: SURFACE MOTION
 LX7353
 LX7353  HISTORY     - Date     Condition        Report By
 LX7353  HISTORY     - 1984     MONUMENTED       NGS
 LX7353
 LX7353                          STATION DESCRIPTION
 LX7353
 LX7353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7353'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 LX7353'SOUTH-SOUTHWEST OF SHARON AND ALONG THE WESTERN SIDE OF STATE
 LX7353'HIGHWAY 41.
 LX7353'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 LX7353'EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, WOLCOTT
 LX7353'HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7353'
 LX7353'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4, 41 AND
 LX7353'343 IN SHARON, GO SOUTH ON HIGHWAY 41 FOR 2.7 KM (1.7 MI) TO BENTON
 LX7353'HILL ROAD ON THE RIGHT. CONTINUE SOUTH ON THE HIGHWAY FOR 0.7 KM
 LX7353'(0.45 MI) TO BOLAND ROAD ON THE LEFT. CONTINUE SOUTH ON THE HIGHWAY
 LX7353'FOR 1.4 KM (0.85 MI) TO THE STATION ON THE RIGHT.
 LX7353'
 LX7353'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7353'STAMPED---KIERNAN 1984---,
 LX7353'SET INTO A DRILL IN A PARTIALLY EXPOSED BOULDER OF 0.5 METER (1.6
 LX7353'FT) LARGEST DIMENSION.  LOCATED
 LX7353'6.6 METERS (21.6 FT) WEST-NORTHWEST FROM THE CENTER OF HIGHWAY 41,
 LX7353'1.54 METERS (5.05 FT) SOUTHWEST FROM A UTILITY POLE WITH NUMBER 293
 LX7353'AND
 LX7353'0.57 METER (1.9 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX7353'
 LX7353'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 LX7353'
 LX7353'AN EDM TIE WAS MADE TO STATION KIERNAN. SEE DESCRIPTION THEREOF.
 LX7353'
 LX7353'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3692 ***********************************************************************
 LW3692  DESIGNATION -  KILLINGLY MICROWAVE TOWER
 LW3692  PID         -  LW3692
 LW3692  STATE/COUNTY-  CT/WINDHAM
 LW3692  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3692
 LW3692                         *CURRENT SURVEY CONTROL
 LW3692  ___________________________________________________________________
 LW3692* NAD 83(1996)-  41 52 17.49366(N)    071 49 17.65428(W)     ADJUSTED  
 LW3692* NAVD 88     -                                                        
 LW3692  ___________________________________________________________________
 LW3692  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 LW3692  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LW3692
 LW3692  HORZ ORDER  -  THIRD
 LW3692
 LW3692.The horizontal coordinates were established by classical geodetic methods
 LW3692.and adjusted by the National Geodetic Survey in August 1998..
 LW3692
 LW3692
 LW3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3692
 LW3692.The geoid height was determined by GEOID03.
 LW3692
 LW3692;                    North         East     Units Scale Factor Converg.
 LW3692;SPC CT       -   268,116.998   381,874.776   MT  1.00000050   +0 36 56.2
 LW3692;SPC CT       -   879,647.18  1,252,867.49   sFT  1.00000050   +0 36 56.2
 LW3692;UTM  19      - 4,639,362.027   265,844.309   MT  1.00027474   -1 53 02.9
 LW3692
 LW3692                          SUPERSEDED SURVEY CONTROL
 LW3692
 LW3692  NAD 83(1996)-  41 52 17.49336(N)    071 49 17.65409(W) AD(       ) 4
 LW3692  NAD 83(1992)-  41 52 17.49289(N)    071 49 17.65354(W) AD(       ) 4
 LW3692  NAD 83(1992)-  41 52 17.49284(N)    071 49 17.65376(W) AD(       ) 4
 LW3692  NAD 83(1986)-  41 52 17.49341(N)    071 49 17.65299(W) AD(       ) 4
 LW3692  NAD 27      -  41 52 17.13658(N)    071 49 19.39449(W) AD(       ) 3
 LW3692
 LW3692.Superseded values are not recommended for survey control.
 LW3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3692.See file dsdata.txt to determine how the superseded data were derived.
 LW3692
 LW3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6584439362(NAD 83)
 LW3692_MARKER: Z = SEE DESCRIPTION
 LW3692_SETTING: 0 = UNSPECIFIED SETTING
 LW3692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3692
 LW3692  HISTORY     - Date     Condition        Report By
 LW3692  HISTORY     - 1977     MONUMENTED       NGS
 LW3692
 LW3692                          STATION DESCRIPTION
 LW3692
 LW3692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3692'STATION IS THE LIGHT ATOP THE AMERICAN TELEPHONE AND TELEGRAPH
 LW3692'MICROWAVE TOWER KCJ 75.  THE TOWER IS PAINTED RED AND WHITE,
 LW3692'ABOUT 287 FEET HIGH AND OWNED BY THE AMERICAN TELEPHONE AND
 LW3692'TELEGRAPH COMPANY.
 LW3692'
 LW3692'THE STATION IS ABOUT 2 MILES NORTH OF EAST KILLINGLY AND 1-1/2
 LW3692'MILES WEST OF THE CONNECTICUT AND RHODE ISLAND STATE LINE.
 LW3692'
 LW3692'TO REACH THE STATION FROM THE POST OFFICE IN EAST KILLINGLY,
 LW3692'GO EAST ON STATE HIGHWAY 101 FOR 0.35 MILE TO A SIDE ROAD LEFT.
 LW3692'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.8 MILE TO THE END
 LW3692'OF THE ROAD.  TURN LEFT AND GO WEST AND NORTH ON A PAVED ROAD
 LW3692'FOR 0.95 MILE TO THE TOWER ON THE LEFT.
 LW3692'
 LW3692'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6169 ***********************************************************************
 LX6169  DESIGNATION -  KILLINGWORTH ATT MICROWAVE
 LX6169  PID         -  LX6169
 LX6169  STATE/COUNTY-  CT/MIDDLESEX
 LX6169  USGS QUAD   -  HADDAM (1971)
 LX6169
 LX6169                         *CURRENT SURVEY CONTROL
 LX6169  ___________________________________________________________________
 LX6169* NAD 83(1996)-  41 25 43.63005(N)    072 36 13.75140(W)     ADJUSTED  
 LX6169* NAVD 88     -                                                        
 LX6169  ___________________________________________________________________
 LX6169  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LX6169  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6169
 LX6169  HORZ ORDER  -  THIRD
 LX6169
 LX6169.The horizontal coordinates were established by classical geodetic methods
 LX6169.and adjusted by the National Geodetic Survey in August 1998..
 LX6169
 LX6169
 LX6169.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6169
 LX6169.The geoid height was determined by GEOID03.
 LX6169
 LX6169;                    North         East     Units Scale Factor Converg.
 LX6169;SPC CT       -   218,540.312   317,019.264   MT  0.99998481   +0 05 48.9
 LX6169;SPC CT       -   716,994.34  1,040,087.37   sFT  0.99998481   +0 05 48.9
 LX6169;UTM  18      - 4,589,129.313   700,218.137   MT  1.00009336   +1 35 09.8
 LX6169
 LX6169                          SUPERSEDED SURVEY CONTROL
 LX6169
 LX6169  NAD 83(1992)-  41 25 43.62923(N)    072 36 13.75128(W) AD(       ) 4
 LX6169  NAD 83(1986)-  41 25 43.63121(N)    072 36 13.75376(W) AD(       ) 4
 LX6169  NAD 27      -  41 25 43.27525(N)    072 36 15.42161(W) AD(       ) 3
 LX6169
 LX6169.Superseded values are not recommended for survey control.
 LX6169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6169.See file dsdata.txt to determine how the superseded data were derived.
 LX6169
 LX6169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0021889129(NAD 83)
 LX6169
 LX6169  HISTORY     - Date     Condition        Report By
 LX6169  HISTORY     - 1976     MONUMENTED       NGS
 LX6169
 LX6169                          STATION DESCRIPTION
 LX6169
 LX6169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6169'KILLINGWORTH AMERICAN TELEPHONE AND TELEGRAPH COMPANY
 LX6169'MICROWAVE KVU 34 IS ABOUT 5 MILES SOUTHEAST
 LX6169'OF DURHAM, 3-1/2 MILES NORTHWEST OF THE JUNCTION OF STATE
 LX6169'HIGHWAYS 81 AND 148, 2-1/2 MILES WEST OF HIDDEN LAKE AND ON THE
 LX6169'PROPERTY OF THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 LX6169'
 LX6169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND
 LX6169'81, WHICH IS EXIT 9 OFF OF STATE HIGHWAY 9 ABOUT 6 MILES
 LX6169'SOUTHEAST OF MIDDLETOWN, GO SOUTH ON STATE HIGHWAY 81 FOR 0.55
 LX6169'MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST
 LX6169'ON LITTLE CITY ROAD FOR 3.0 MILES TO WHERE LITTLE CITY ROAD
 LX6169'BEARS TO THE RIGHT AND SIMA ROAD CONTINUES STRAIGHT AHEAD.
 LX6169'CONTINUE STRAIGHT AHEAD, WEST, ON SIMA ROAD FOR 1.45 MILES TO
 LX6169'THE STATION ON THE LEFT AS DESCRIBED.
 LX6169'
 LX6169'THE STATION IS THE LIGHT ATOP A STEEL, FOUR-LEGGED MICROWAVE
 LX6169'TOWER WHICH IS 287 FEET HIGH AND IS PAINTED RED AND WHITE.
 LX6169'
 LX6169'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6198 ***********************************************************************
 LX6198  DESIGNATION -  KILLINGWORTH CONG CH DOME
 LX6198  PID         -  LX6198
 LX6198  STATE/COUNTY-  CT/MIDDLESEX
 LX6198  USGS QUAD   -  CLINTON (1984)
 LX6198
 LX6198                         *CURRENT SURVEY CONTROL
 LX6198  ___________________________________________________________________
 LX6198* NAD 83(1996)-  41 21 46.94327(N)    072 33 56.51582(W)     ADJUSTED  
 LX6198* NAVD 88     -                                                        
 LX6198  ___________________________________________________________________
 LX6198  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LX6198  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6198
 LX6198  HORZ ORDER  -  THIRD
 LX6198
 LX6198.The horizontal coordinates were established by classical geodetic methods
 LX6198.and adjusted by the National Geodetic Survey in August 1998..
 LX6198
 LX6198
 LX6198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6198
 LX6198.The geoid height was determined by GEOID03.
 LX6198
 LX6198;                    North         East     Units Scale Factor Converg.
 LX6198;SPC CT       -   211,244.633   320,221.224   MT  0.99998755   +0 07 19.9
 LX6198;SPC CT       -   693,058.43  1,050,592.47   sFT  0.99998755   +0 07 19.9
 LX6198;UTM  18      - 4,581,918.411   703,608.870   MT  1.00011022   +1 36 33.1
 LX6198
 LX6198                          SUPERSEDED SURVEY CONTROL
 LX6198
 LX6198  NAD 83(1992)-  41 21 46.94241(N)    072 33 56.51563(W) AD(       ) 4
 LX6198  NAD 83(1986)-  41 21 46.94439(N)    072 33 56.51848(W) AD(       ) 4
 LX6198  NAD 27      -  41 21 46.58968(N)    072 33 58.19341(W) AD(       ) 3
 LX6198
 LX6198.Superseded values are not recommended for survey control.
 LX6198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6198.See file dsdata.txt to determine how the superseded data were derived.
 LX6198
 LX6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0360981918(NAD 83)
 LX6198
 LX6198  HISTORY     - Date     Condition        Report By
 LX6198  HISTORY     - 1942     MONUMENTED       CGS
 LX6198  HISTORY     - 1990     GOOD             USPSQD
 LX6198  HISTORY     - 19970204 GOOD             USPSQD
 LX6198
 LX6198                          STATION DESCRIPTION
 LX6198
 LX6198'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6198'CHURCH IS LOCATED IN THE TOWN OF KILLINGWORTH, N OF THE JUNCTION
 LX6198'OF HIGHWAYS 80 AND 81 0.4 MILE, 90 PACES IN FROM THE CENTERLINE
 LX6198'OF HIGHWAY 81.  CHURCH IS APPROXIMATELY 60 FEET LONG AND ABOUT
 LX6198'40 FEET WIDE.  IT IS A TWO-STORY STRUCTURE, WITH A GOLD COLORED
 LX6198'BELFRY, APPROXIMATELY 6 FEET SQUARE WITH GREEN WOODEN SHUTTERS,
 LX6198'THE WINDOWS OF THE CHURCH ALSO HAVE GREEN SHUTTERS.
 LX6198'
 LX6198'TO REACH FROM THE JUNCTIONS OF HIGHWAYS 80 AND 81 IN THE S PART
 LX6198'OF KILLINGWORTH, GO N ON HIGHWAY 81 FOR 0.4 MILE TO CHURCH, ON E
 LX6198'SIDE OF HIGHWAY.
 LX6198
 LX6198                          STATION RECOVERY (1990)
 LX6198
 LX6198'RECOVERY NOTE BY US POWER SQUADRON 1990 (JAK)
 LX6198'RECOVERED IN GOOD CONDITION.
 LX6198
 LX6198                          STATION RECOVERY (1997)
 LX6198
 LX6198'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6302 ***********************************************************************
 LX6302  DESIGNATION -  KING
 LX6302  PID         -  LX6302
 LX6302  STATE/COUNTY-  CT/NEW HAVEN
 LX6302  USGS QUAD   -  DURHAM (1984)
 LX6302
 LX6302                         *CURRENT SURVEY CONTROL
 LX6302  ___________________________________________________________________
 LX6302* NAD 83(1996)-  41 24 05.82826(N)    072 38 55.21870(W)     ADJUSTED  
 LX6302* NAVD 88     -       137.3    (meters)     450.     (feet)  VERTCON   
 LX6302  ___________________________________________________________________
 LX6302  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LX6302  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6302
 LX6302  HORZ ORDER  -  FIRST
 LX6302
 LX6302.The horizontal coordinates were established by classical geodetic methods
 LX6302.and adjusted by the National Geodetic Survey in August 1998..
 LX6302
 LX6302.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6302
 LX6302.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6302
 LX6302.The geoid height was determined by GEOID03.
 LX6302
 LX6302;                    North         East     Units Scale Factor Converg.
 LX6302;SPC CT       -   215,517.751   313,273.790   MT  0.99998578   +0 04 01.9
 LX6302;SPC CT       -   707,077.82  1,027,799.09   sFT  0.99998578   +0 04 01.9
 LX6302;UTM  18      - 4,586,010.155   696,552.091   MT  1.00007546   +1 33 19.8
 LX6302
 LX6302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6302!SPC CT       -   0.99998314  x   0.99998578  =   0.99996892
 LX6302!UTM  18      -   0.99998314  x   1.00007546  =   1.00005860
 LX6302
 LX6302|---------------------------------------------------------------------|
 LX6302| PID    Reference Object                     Distance      Geod. Az  |
 LX6302|                                                           dddmmss.s |
 LX6302| CZ6656 KING RM 1                            24.249 METERS 07430     |
 LX6302| LX6264 BERRY HILL                          APPROX. 4.9 KM 1863255.4 |
 LX6302| CZ6657 KING RM 2                            13.719 METERS 24857     |
 LX6302|---------------------------------------------------------------------|
 LX6302
 LX6302                          SUPERSEDED SURVEY CONTROL
 LX6302
 LX6302  NAD 83(1992)-  41 24 05.82743(N)    072 38 55.21859(W) AD(       ) 1
 LX6302  NAD 83(1986)-  41 24 05.82954(N)    072 38 55.22124(W) AD(       ) 1
 LX6302  NAD 27      -  41 24 05.47657(N)    072 38 56.88364(W) AD(       ) 1
 LX6302  NGVD 29 (07/19/86)  137.6    (m)          451.     (f) VERT ANG       
 LX6302
 LX6302.Superseded values are not recommended for survey control.
 LX6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6302.See file dsdata.txt to determine how the superseded data were derived.
 LX6302
 LX6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9655286010(NAD 83)
 LX6302_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6302_SETTING: 80 = SET IN A BOULDER
 LX6302_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6302+STABILITY: SURFACE MOTION
 LX6302
 LX6302  HISTORY     - Date     Condition        Report By
 LX6302  HISTORY     - 1976     MONUMENTED       NGS
 LX6302
 LX6302                          STATION DESCRIPTION
 LX6302
 LX6302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6302'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF NORTH MADISON,
 LX6302'4-1/4 MILES NORTHEAST OF NORTH GUILFORD, 1/2 MILE SOUTHEAST
 LX6302'OF ROCKLAND AND IS ON PROPERTY OWNED BY MR. GORDON L. KING,
 LX6302'61 GARNET PARK ROAD, MADISON, CONNECTICUT 06443.
 LX6302'
 LX6302'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 79 AND
 LX6302'80 AT THE TRAFFIC CIRCLE IN NORTH MADISON, GO NORTH ON STATE
 LX6302'HIGHWAY 79 FOR 3.3 MILES TO A SIDE ROAD RIGHT.  TURN
 LX6302'RIGHT AND GO NORTHEAST FOLLOWING CROSS ROAD FOR 0.2 MILE TO
 LX6302'A T-ROAD.  TURN RIGHT AND GO EASTERLY ON OLD COUNTRY ROAD
 LX6302'FOR 0.15
 LX6302'MILE TO A WOODS ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY,
 LX6302'UPHILL FOLLOWING THE WOODS ROAD FOR 0.4 MILE TO A SMALL TURN
 LX6302'AROUND.  CONTINUE AHEAD FOLLOWING THE WOODS ROAD FOR 0.15
 LX6302'MILE TO THE TOP OF THE HILL AND THE STATION SITE.
 LX6302'
 LX6302'STATION MARK, STAMPED---KING 1976---, IS A STANDARD DISK
 LX6302'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2-1/2 FEET
 LX6302'ABOVE THE GROUND SURFACE.  IT IS 20 FEET SOUTHWEST OF A
 LX6302'TWIN TRUNK TREE, 16.9 FEET NORTH OF A METAL WITNESS POST AND
 LX6302'13 FEET NORTH-NORTHWEST OF AN 18-INCH OAK TREE.
 LX6302'
 LX6302'REFERENCE MARK 1, STAMPED---KING NO 1 1976---, IS A STANDARD
 LX6302'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 LX6302'3 FEET ABOVE THE GROUND SURFACE.  IT IS 31 FEET NORTHEAST OF A
 LX6302'24-INCH OAK TREE, 13 FEET SOUTH OF THE APPROXIMATE CENTER OF
 LX6302'A DIM WOODS ROAD AND 9 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX6302'
 LX6302'REFERENCE MARK 2, STAMPED---KING NO 2 1976---, IS A STANDARD
 LX6302'DISK CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 LX6302'3-1/2 FEET ABOVE THE GROUND SURFACE.  IT IS 12 FEET SOUTH-SOUTH
 LX6302'EAST OF A TWIN TRUNK OAK TREE AND 8 FEET NORTHEAST OF AN 8-INCH
 LX6302'TREE.
 LX6302'
 LX6302'NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 LX6302'
 LX6302'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 29.7 METERS.
 LX6302'
 LX6302'DESCRIBED BY L. D. ACRES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1779 ***********************************************************************
 MZ1779  DESIGNATION -  KING
 MZ1779  PID         -  MZ1779
 MZ1779  STATE/COUNTY-  CT/HARTFORD
 MZ1779  USGS QUAD   -  
 MZ1779
 MZ1779                         *CURRENT SURVEY CONTROL
 MZ1779  ___________________________________________________________________
 MZ1779* NAD 83(1996)-  42 01 41.92790(N)    072 40 44.34008(W)     ADJUSTED  
 MZ1779* NAVD 88     -        86.2    (meters)     283.     (feet)  VERTCON   
 MZ1779  ___________________________________________________________________
 MZ1779  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 MZ1779  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 MZ1779
 MZ1779  HORZ ORDER  -  FIRST
 MZ1779
 MZ1779.The horizontal coordinates were established by classical geodetic methods
 MZ1779.and adjusted by the National Geodetic Survey in August 1998..
 MZ1779
 MZ1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1779
 MZ1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1779
 MZ1779.The geoid height was determined by GEOID03.
 MZ1779
 MZ1779;                    North         East     Units Scale Factor Converg.
 MZ1779;SPC CT       -   285,120.253   310,681.903   MT  1.00002037   +0 02 49.5
 MZ1779;SPC CT       -   935,432.03  1,019,295.54   sFT  1.00002037   +0 02 49.5
 MZ1779;UTM  18      - 4,655,526.109   692,141.381   MT  1.00005429   +1 33 15.8
 MZ1779
 MZ1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1779!SPC CT       -   0.99999103  x   1.00002037  =   1.00001140
 MZ1779!UTM  18      -   0.99999103  x   1.00005429  =   1.00004532
 MZ1779
 MZ1779|---------------------------------------------------------------------|
 MZ1779| PID    Reference Object                     Distance      Geod. Az  |
 MZ1779|                                                           dddmmss.s |
 MZ1779| DA2751 KING RM 1                            19.917 METERS 12443     |
 MZ1779| DA2752 KING RM 2                            18.916 METERS 26745     |
 MZ1779| MZ1774 PROVEN MOUNT                        APPROX. 6.6 KM 3412555.6 |
 MZ1779|---------------------------------------------------------------------|
 MZ1779
 MZ1779                          SUPERSEDED SURVEY CONTROL
 MZ1779
 MZ1779  NAD 83(1996)-  42 01 41.92786(N)    072 40 44.34008(W) AD(       ) 1
 MZ1779  NAD 83(1992)-  42 01 41.92847(N)    072 40 44.34085(W) AD(       ) 1
 MZ1779  NAD 83(1992)-  42 01 41.92857(N)    072 40 44.34096(W) AD(       ) 1
 MZ1779  NAD 83(1986)-  42 01 41.92965(N)    072 40 44.34202(W) AD(       ) 1
 MZ1779  NAD 27      -  42 01 41.58604(N)    072 40 46.00964(W) AD(       ) 1
 MZ1779  NGVD 29 (07/19/86)   86.4    (m)          283.     (f) VERT ANG       
 MZ1779
 MZ1779.Superseded values are not recommended for survey control.
 MZ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1779.See file dsdata.txt to determine how the superseded data were derived.
 MZ1779
 MZ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9214155526(NAD 83)
 MZ1779_MARKER: DS = TRIANGULATION STATION DISK
 MZ1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ1779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1779+STABILITY: SURFACE MOTION
 MZ1779
 MZ1779  HISTORY     - Date     Condition        Report By
 MZ1779  HISTORY     - 1979     MONUMENTED       NGS
 MZ1779
 MZ1779                          STATION DESCRIPTION
 MZ1779
 MZ1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 MZ1779'THE STATION IS LOCATED ON WHAT IS LOCALLY KNOWN AS KING HILL,
 MZ1779'ABOUT 1/2 MILE SOUTH OF THE CONNECTICUT-MASSACHUSETTS STATE
 MZ1779'LINE, 3-1/4 MILES NORTHWEST OF SUFFIELD AND ON PROPERTY OWNED BY
 MZ1779'MR. LOUIS J. HORANZY, 1623 HILL STREET, SUFFIELD, CONNECTICUT
 MZ1779'(PHONE NUMBER 668-2594).
 MZ1779'
 MZ1779'TO REACH THE STATION FROM THE POST OFFICE IN SUFFIELD, GO WEST ON
 MZ1779'STATE HIGHWAY 168 FOR 0.55 MILE TO A SIDE ROAD RIGHT, (HILL
 MZ1779'STREET).  TURN RIGHT, AND GO NORTHERLY ON HILL STREET FOR 2.8
 MZ1779'MILES TO A FORK.  KEEP LEFT AND CONTINUE NORTHERLY ON HILL
 MZ1779'STREET FOR 0.8 MILE TO A TRACK ROAD, JUST BEFORE REACHING THE
 MZ1779'HOME OF MR. HORANZY.  TURN LEFT AND GO WEST ON THE TRACK ROAD FOR
 MZ1779'0.25 MILE TO THE WEST SIDE OF A BARN.  TURN RIGHT AND GO NORTH
 MZ1779'FOR 0.05 MILE TO THE SOUTH EDGE OF WOODS.  CONTINUE STRAIGHT
 MZ1779'AHEAD NORTH FOLLOWING WOODS ROAD FOR 0.3 MILE TO THE STATION ON
 MZ1779'THE RIGHT AS DESCRIBED.
 MZ1779'
 MZ1779'THE STATION IS A STANDARD NGS DISK
 MZ1779'STAMPED---KING 1979---,
 MZ1779'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1779'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1779'27 FEET NORTH FROM A 14-INCH OAK TREE,
 MZ1779'25.8 FEET SOUTH FROM A 7-INCH OAK TREE AND
 MZ1779'17 FEET EAST-NORTHEAST FROM THE CENTER OF THE WOODS ROAD.
 MZ1779'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 MZ1779'STAMPED---KING 1979---,
 MZ1779'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 MZ1779'
 MZ1779'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 MZ1779'STAMPED---KING NO 1 1979---,
 MZ1779'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1779'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1779'48 FEET EAST-SOUTHEAST FROM A 14-INCH OAK TREE,
 MZ1779'38 FEET WEST FROM A TWIN-TRUNKED OAK TREE AND
 MZ1779'4.2 FEET NORTH-NORTHEAST FROM A METAL WITNESS POST.
 MZ1779'MARK IS BELOW STATION 0.9 METERS.
 MZ1779'
 MZ1779'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 MZ1779'STAMPED---KING NO 2 1979---,
 MZ1779'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1779'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1779'57 FEET WEST FROM A 7-INCH OAK TREE,
 MZ1779'13 FEET SOUTH-SOUTHEAST FROM A 6-INCH OAK TREE AND
 MZ1779'3.5 FEET EAST-SOUTHEAST FROM A METAL WITNESS POST.
 MZ1779'MARK IS BELOW STATION 0.3 METERS.
 MZ1779'
 MZ1779'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND
 MZ1779'BRUSH ON LINE FROM WHERE A TORNADO HAD JUST COME THROUGH THE AREA.
 MZ1779'
 MZ1779'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.1 METERS.
 MZ1779'
 MZ1779'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK OR
 MZ1779'A DISTANT REFERENCE MARK.
 MZ1779'
 MZ1779'DESCRIBED BY R.L. RAMSEY, CHECKED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3357 ***********************************************************************
 LW3357  DESIGNATION -  KING HOUSE SOUTH GABLE
 LW3357  PID         -  LW3357
 LW3357  STATE/COUNTY-  CT/NEW LONDON
 LW3357  USGS QUAD   -  MYSTIC (1984)
 LW3357
 LW3357                         *CURRENT SURVEY CONTROL
 LW3357  ___________________________________________________________________
 LW3357* NAD 83(1996)-  41 20 30.11882(N)    071 52 46.01984(W)     ADJUSTED  
 LW3357* NAVD 88     -                                                        
 LW3357  ___________________________________________________________________
 LW3357  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 LW3357  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3357
 LW3357  HORZ ORDER  -  THIRD
 LW3357
 LW3357.The horizontal coordinates were established by classical geodetic methods
 LW3357.and adjusted by the National Geodetic Survey in August 1998..
 LW3357
 LW3357
 LW3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3357
 LW3357.The geoid height was determined by GEOID03.
 LW3357
 LW3357;                    North         East     Units Scale Factor Converg.
 LW3357;SPC CT       -   209,225.195   377,662.876   MT  0.99998872   +0 34 38.0
 LW3357;SPC CT       -   686,432.99  1,239,048.95   sFT  0.99998872   +0 34 38.0
 LW3357;SPC RI       -    28,762.942    68,240.520   MT  1.00000616   -0 15 02.3
 LW3357;SPC RI       -    94,366.42    223,885.77   sFT  1.00000616   -0 15 02.3
 LW3357;UTM  19      - 4,580,690.813   259,075.719   MT  1.00031440   -1 54 10.5
 LW3357
 LW3357                          SUPERSEDED SURVEY CONTROL
 LW3357
 LW3357  NAD 83(1992)-  41 20 30.11751(N)    071 52 46.01903(W) AD(       ) 4
 LW3357  NAD 83(1986)-  41 20 30.11707(N)    071 52 46.02135(W) AD(       ) 4
 LW3357  NAD 27      -  41 20 29.76400(N)    071 52 47.77900(W) AD(       ) 3
 LW3357
 LW3357.Superseded values are not recommended for survey control.
 LW3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3357.See file dsdata.txt to determine how the superseded data were derived.
 LW3357
 LW3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5907680691(NAD 83)
 LW3357_MARKER: 81 = GABLE
 LW3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3357+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LW3357
 LW3357  HISTORY     - Date     Condition        Report By
 LW3357  HISTORY     - 1935     FIRST OBSERVED   CGS
 LW3357  HISTORY     - 1954     GOOD             CGS
 LW3357  HISTORY     - 20020206 GOOD             USPSQD
 LW3357
 LW3357                          STATION DESCRIPTION
 LW3357
 LW3357'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LW3357'THE HOUSE IS ON THE W SIDE OF THE POINT JUST E OF WEQUETEQUOCK
 LW3357'COVE AND DUE E OF THE STONINGTON TOWN HALL.  IT IS A 1 1/2-STORY
 LW3357'FRAME STRUCTURE WITH SHINGLE SIDING AND ROOF.  THERE ARE LONG
 LW3357'DORMERS ON THE E-W SIDES OF THE HOUSE AND THREE WINDOWS IN THE
 LW3357'N-S GABLES.
 LW3357'
 LW3357'THE STATION IS THE CENTER LINE OF THE S GABLE.  HEIGHT ABOUT 30
 LW3357'FEET.
 LW3357
 LW3357                          STATION RECOVERY (1954)
 LW3357
 LW3357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3357'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3357'ADEQUATE AND COMPLETE.
 LW3357
 LW3357                          STATION RECOVERY (2002)
 LW3357
 LW3357'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6046 ***********************************************************************
 LX6046  DESIGNATION -  KLARS SILO
 LX6046  PID         -  LX6046
 LX6046  STATE/COUNTY-  CT/MIDDLESEX
 LX6046  USGS QUAD   -  DEEP RIVER (1971)
 LX6046
 LX6046                         *CURRENT SURVEY CONTROL
 LX6046  ___________________________________________________________________
 LX6046* NAD 83(1996)-  41 29 26.98948(N)    072 28 01.47832(W)     ADJUSTED  
 LX6046* NAVD 88     -                                                        
 LX6046  ___________________________________________________________________
 LX6046  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX6046  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX6046
 LX6046  HORZ ORDER  -  THIRD
 LX6046
 LX6046.The horizontal coordinates were established by classical geodetic methods
 LX6046.and adjusted by the National Geodetic Survey in August 1998..
 LX6046
 LX6046
 LX6046.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6046
 LX6046.The geoid height was determined by GEOID03.
 LX6046
 LX6046;                    North         East     Units Scale Factor Converg.
 LX6046;SPC CT       -   225,459.356   328,426.468   MT  0.99998342   +0 11 15.3
 LX6046;SPC CT       -   739,694.57  1,077,512.50   sFT  0.99998342   +0 11 15.3
 LX6046;UTM  18      - 4,596,343.642   711,443.105   MT  1.00015023   +1 40 43.3
 LX6046
 LX6046                          SUPERSEDED SURVEY CONTROL
 LX6046
 LX6046  NAD 83(1992)-  41 29 26.98872(N)    072 28 01.47815(W) AD(       ) 4
 LX6046  NAD 83(1986)-  41 29 26.99044(N)    072 28 01.48055(W) AD(       ) 4
 LX6046  NAD 27      -  41 29 26.63100(N)    072 28 03.18300(W) AD(       ) 3
 LX6046
 LX6046.Superseded values are not recommended for survey control.
 LX6046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6046.See file dsdata.txt to determine how the superseded data were derived.
 LX6046
 LX6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1144396344(NAD 83)
 LX6046
 LX6046  HISTORY     - Date     Condition        Report By
 LX6046  HISTORY     - 1934     MONUMENTED       CGS
 LX6046  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6046  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6046
 LX6046                          STATION DESCRIPTION
 LX6046
 LX6046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6046'A ROAD TURNS NORTHERLY OFF ROUTE 149 THROUGH JOHNSONVILLE ABOUT 2.6
 LX6046'MILES OUT OF EAST HADDAM VILLAGE.  MRS. YETTA KLARS FARM IS THE
 LX6046'FIRST ON THE LEFT ABOUT 0.1 MILE FROM ROUTE 149.  THE STOCK BARN
 LX6046'IS THE MOST WESTERLY BUILDING ON THE PLACE.  THE SILO IS AT THE E
 LX6046'END OF THE STOCK BARN.  THE FIXED SILO ROOF HAS A METAL FINIAL
 LX6046'AT THE APEX.
 LX6046'
 LX6046'CENTER IS THE CENTER LINE OF THIS FINIAL.
 LX6046'
 LX6046'IT IS ABOUT 73 METERS W OF THE CENTER LINE OF THE JOHNSONVILLE
 LX6046'ROAD.
 LX6046
 LX6046                          STATION RECOVERY (1948)
 LX6046
 LX6046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6046'SILO AND BARN WERE DESTROYED BY FIRE.  IT IS RECOMMENDED THAT THE
 LX6046'STATION BE CONSIDERED DESTROYED.
 LX6046
 LX6046                          STATION RECOVERY (1997)
 LX6046
 LX6046'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3392 ***********************************************************************
 LW3392  DESIGNATION -  KNAPPS CUPOLA
 LW3392  PID         -  LW3392
 LW3392  STATE/COUNTY-  CT/NEW LONDON
 LW3392  USGS QUAD   -  MYSTIC (1984)
 LW3392
 LW3392                         *CURRENT SURVEY CONTROL
 LW3392  ___________________________________________________________________
 LW3392* NAD 83(1996)-  41 19 21.62665(N)    071 59 20.00583(W)     ADJUSTED  
 LW3392* NAVD 88     -                                                        
 LW3392  ___________________________________________________________________
 LW3392  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 LW3392  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW3392
 LW3392  HORZ ORDER  -  THIRD
 LW3392
 LW3392.The horizontal coordinates were established by classical geodetic methods
 LW3392.and adjusted by the National Geodetic Survey in August 1998..
 LW3392
 LW3392
 LW3392.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3392
 LW3392.The geoid height was determined by GEOID03.
 LW3392
 LW3392;                    North         East     Units Scale Factor Converg.
 LW3392;SPC CT       -   207,025.829   368,521.915   MT  0.99998989   +0 30 16.8
 LW3392;SPC CT       -   679,217.24  1,209,058.98   sFT  0.99998989   +0 30 16.8
 LW3392;UTM  19      - 4,578,888.359   249,844.905   MT  1.00037020   -1 58 28.5
 LW3392;UTM  18      - 4,578,952.719   752,014.933   MT  1.00038170   +1 59 21.4
 LW3392
 LW3392                          SUPERSEDED SURVEY CONTROL
 LW3392
 LW3392  NAD 83(1992)-  41 19 21.62539(N)    071 59 20.00493(W) AD(       ) 4
 LW3392  NAD 83(1986)-  41 19 21.62581(N)    071 59 20.00932(W) AD(       ) 4
 LW3392  NAD 27      -  41 19 21.27500(N)    071 59 21.74400(W) AD(       ) 3
 LW3392
 LW3392.Superseded values are not recommended for survey control.
 LW3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3392.See file dsdata.txt to determine how the superseded data were derived.
 LW3392
 LW3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4984578888(NAD 83)
 LW3392_MARKER: 86 = CUPOLA
 LW3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3392+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW3392
 LW3392  HISTORY     - Date     Condition        Report By
 LW3392  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3392  HISTORY     - 1948     GOOD             CGS
 LW3392  HISTORY     - 1954     GOOD             CGS
 LW3392  HISTORY     - 1966     GOOD             CGS
 LW3392  HISTORY     - 1984     GOOD             USPSQD
 LW3392  HISTORY     - 1984     GOOD             USPSQD
 LW3392  HISTORY     - 1990     GOOD             USPSQD
 LW3392  HISTORY     - 20020213 GOOD             USPSQD
 LW3392
 LW3392                          STATION DESCRIPTION
 LW3392
 LW3392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3392'THE HOUSE IS E OF PEARL STREET AND S OF PALMER COURT ON THE TOP
 LW3392'OF THE RIDGE IN THE SOUTHERN PART OF NOANK.  IT IS A TWO-STORY FRAME
 LW3392'DWELLING WITH FOUR GABLES.  THE CUPOLA IS ON THE S ELL OF THE
 LW3392'HOUSE AND IS ONE STORY ABOVE THE ROOF OF THE HOUSE.  THERE IS A
 LW3392'BALCONY AT THE TOP OF THE CUPOLA WITH A WOOD RAILING AROUND THE
 LW3392'EDGE.
 LW3392'
 LW3392'THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 50
 LW3392'FEET.
 LW3392
 LW3392                          STATION RECOVERY (1948)
 LW3392
 LW3392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3392'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 LW3392'
 LW3392'THERE IS NO LONGER A RAILED BALCONY ON THE CUPOLA.
 LW3392
 LW3392                          STATION RECOVERY (1954)
 LW3392
 LW3392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3392'STATION RECOVERED IN GOOD CONDITION.  PALMER COURT IS NOW
 LW3392'RIVERVIEW AVENUE.  ORIGINAL DESCRIPTION WITH 1948 CORRECTION
 LW3392'OTHERWISE ADEQUATE AND COMPLETE.
 LW3392
 LW3392                          STATION RECOVERY (1966)
 LW3392
 LW3392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3392'STATION RECOVERED AS DESCRIBED.
 LW3392'
 LW3392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3392'AT NOANK.
 LW3392
 LW3392                          STATION RECOVERY (1984)
 LW3392
 LW3392'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3392'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION IS ADEQUATE WITH THE
 LW3392'CHANGES LISTED IN 1948 AND 1954, WITH THE FOLLOWING ADDITION--CUPOLA
 LW3392'HAS BEEN RESHINGLED WITH WOOD SHINGLES.
 LW3392
 LW3392                          STATION RECOVERY (1984)
 LW3392
 LW3392'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LW3392'KNAPPS CUPOLA 1934 GOOD - RECOVERED AS DESCRIBED BY R.J.S. IN 1948.
 LW3392
 LW3392                          STATION RECOVERY (1990)
 LW3392
 LW3392'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3392'RECOVERED IN GOOD CONDITION.
 LW3392
 LW3392                          STATION RECOVERY (2002)
 LW3392
 LW3392'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LW3392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5890 ***********************************************************************
 LX5890  DESIGNATION -  KNOTHES TANK
 LX5890  PID         -  LX5890
 LX5890  STATE/COUNTY-  CT/MIDDLESEX
 LX5890  USGS QUAD   -  ESSEX (1977)
 LX5890
 LX5890                         *CURRENT SURVEY CONTROL
 LX5890  ___________________________________________________________________
 LX5890* NAD 83(1996)-  41 17 17.39867(N)    072 26 45.27490(W)     ADJUSTED  
 LX5890* NAVD 88     -                                                        
 LX5890  ___________________________________________________________________
 LX5890  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX5890  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5890
 LX5890  HORZ ORDER  -  THIRD
 LX5890
 LX5890.The horizontal coordinates were established by classical geodetic methods
 LX5890.and adjusted by the National Geodetic Survey in August 1998..
 LX5890
 LX5890
 LX5890.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5890
 LX5890.The geoid height was determined by GEOID03.
 LX5890
 LX5890;                    North         East     Units Scale Factor Converg.
 LX5890;SPC CT       -   202,957.627   330,273.300   MT  0.99999227   +0 12 05.9
 LX5890;SPC CT       -   665,870.15  1,083,571.65   sFT  0.99999227   +0 12 05.9
 LX5890;SPC NY L     -   125,697.446   430,178.849   MT  1.00002408   +1 00 59.4
 LX5890;SPC NY L     -   412,392.37  1,411,345.11   sFT  1.00002408   +1 00 59.4
 LX5890;UTM  18      - 4,573,893.636   713,873.929   MT  1.00016298   +1 41 09.4
 LX5890
 LX5890                          SUPERSEDED SURVEY CONTROL
 LX5890
 LX5890  NAD 83(1992)-  41 17 17.39774(N)    072 26 45.27462(W) AD(       ) 4
 LX5890  NAD 83(1986)-  41 17 17.39979(N)    072 26 45.27803(W) AD(       ) 4
 LX5890  NAD 27      -  41 17 17.04000(N)    072 26 46.95000(W) AD(       ) 3
 LX5890
 LX5890.Superseded values are not recommended for survey control.
 LX5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5890.See file dsdata.txt to determine how the superseded data were derived.
 LX5890
 LX5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1387473894(NAD 83)
 LX5890
 LX5890  HISTORY     - Date     Condition        Report By
 LX5890  HISTORY     - 1934     MONUMENTED       CGS
 LX5890  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5890  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5890
 LX5890                          STATION DESCRIPTION
 LX5890
 LX5890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5890'THE REINFORCED CONCRETE PLANT OF KNOTHE BROTHERS IS JUST S OF
 LX5890'THE MAIN LINE OF THE NEW HAVEN RAILROAD AT A POINT ABOUT 150
 LX5890'METERS E OF THE OVERPASS FOR ESSEX ROAD.
 LX5890'
 LX5890'THE PLANT WATER TANK IS S OF THE S WALL OF THE MAIN PLANT NEAR
 LX5890'ITS EASTERLY END.  THE TANK IS WOOD ON A SKELETON STEEL
 LX5890'STRUCTURE.  THE CONICAL GREEN ROOF HAS A SPIKED WOODEN FINIAL AT
 LX5890'THE APEX.
 LX5890'
 LX5890'CENTER IS THE FINIAL.
 LX5890'
 LX5890'THE TANK IS ABOUT 80 FEET HIGH BUT IS OF VERY LITTLE USE AS
 LX5890'A LANDMARK.
 LX5890
 LX5890                          STATION RECOVERY (1960)
 LX5890
 LX5890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5890'STATION DESTROYED.  ONLY SCATTERED CONCRETE REMAINS MARK THE
 LX5890'SITE OF THE TANK.
 LX5890
 LX5890                          STATION RECOVERY (1997)
 LX5890
 LX5890'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6130 ***********************************************************************
 LX6130  DESIGNATION -  KNOWLES HOMESTEAD CHIMNEY
 LX6130  PID         -  LX6130
 LX6130  STATE/COUNTY-  CT/MIDDLESEX
 LX6130  USGS QUAD   -  HADDAM (1971)
 LX6130
 LX6130                         *CURRENT SURVEY CONTROL
 LX6130  ___________________________________________________________________
 LX6130* NAD 83(1996)-  41 27 49.16210(N)    072 32 53.31607(W)     ADJUSTED  
 LX6130* NAVD 88     -                                                        
 LX6130  ___________________________________________________________________
 LX6130  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX6130  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX6130
 LX6130  HORZ ORDER  -  THIRD
 LX6130
 LX6130.The horizontal coordinates were established by classical geodetic methods
 LX6130.and adjusted by the National Geodetic Survey in August 1998..
 LX6130
 LX6130
 LX6130.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6130
 LX6130.The geoid height was determined by GEOID03.
 LX6130
 LX6130;                    North         East     Units Scale Factor Converg.
 LX6130;SPC CT       -   222,422.365   321,663.999   MT  0.99998388   +0 08 01.8
 LX6130;SPC CT       -   729,730.71  1,055,325.97   sFT  0.99998388   +0 08 01.8
 LX6130;UTM  18      - 4,593,131.282   704,760.929   MT  1.00011600   +1 37 26.6
 LX6130
 LX6130                          SUPERSEDED SURVEY CONTROL
 LX6130
 LX6130  NAD 83(1992)-  41 27 49.16132(N)    072 32 53.31593(W) AD(       ) 4
 LX6130  NAD 83(1986)-  41 27 49.16319(N)    072 32 53.31829(W) AD(       ) 4
 LX6130  NAD 27      -  41 27 48.80100(N)    072 32 55.00600(W) AD(       ) 3
 LX6130
 LX6130.Superseded values are not recommended for survey control.
 LX6130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6130.See file dsdata.txt to determine how the superseded data were derived.
 LX6130
 LX6130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0476193131(NAD 83)
 LX6130
 LX6130  HISTORY     - Date     Condition        Report By
 LX6130  HISTORY     - 1935     MONUMENTED       CGS
 LX6130
 LX6130                          STATION DESCRIPTION
 LX6130
 LX6130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6130'THIS STATION IS ON THE ORIGINAL KNOWLES HOMESTEAD, THE HOUSE
 LX6130'BEING ABOUT 160 YEARS OLD.  AT PRESENT IT IS OWNED BY JOHN
 LX6130'KNOWLES AND IS KNOWN AS CRESCENT VALLEY FARM.  IT IS A TYPICAL
 LX6130'NEW ENGLAND FARMHOUSE, TWO-STORIES HIGH WITH EASTERLY ROOF
 LX6130'SLOPING DOWN TO LEVEL OF SECOND FLOOR.  A LARGE DORMER PIERCES
 LX6130'THIS EASTERLY ROOF.
 LX6130'
 LX6130'A SQUARE STONE CHIMNEY PROJECTS ABOVE THE MIDDLE OF THE HOUSE.
 LX6130'
 LX6130'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6243 ***********************************************************************
 LX6243  DESIGNATION -  KNOWLES LOMBARD STACK
 LX6243  PID         -  LX6243
 LX6243  STATE/COUNTY-  CT/NEW HAVEN
 LX6243  USGS QUAD   -  GUILFORD (1984)
 LX6243
 LX6243                         *CURRENT SURVEY CONTROL
 LX6243  ___________________________________________________________________
 LX6243* NAD 83(1996)-  41 16 36.89826(N)    072 40 19.43203(W)     ADJUSTED  
 LX6243* NAVD 88     -                                                        
 LX6243  ___________________________________________________________________
 LX6243  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX6243  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX6243
 LX6243  HORZ ORDER  -  THIRD
 LX6243
 LX6243.The horizontal coordinates were established by classical geodetic methods
 LX6243.and adjusted by the National Geodetic Survey in August 1998..
 LX6243
 LX6243
 LX6243.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6243
 LX6243.The geoid height was determined by GEOID03.
 LX6243
 LX6243;                    North         East     Units Scale Factor Converg.
 LX6243;SPC CT       -   201,666.330   311,330.165   MT  0.99999313   +0 03 06.0
 LX6243;SPC CT       -   661,633.62  1,021,422.38   sFT  0.99999313   +0 03 06.0
 LX6243;SPC NY L     -   124,136.492   411,255.442   MT  1.00002260   +0 52 06.9
 LX6243;SPC NY L     -   407,271.14  1,349,260.56   sFT  1.00002260   +0 52 06.9
 LX6243;UTM  18      - 4,572,111.829   694,968.297   MT  1.00006784   +1 32 10.4
 LX6243
 LX6243                          SUPERSEDED SURVEY CONTROL
 LX6243
 LX6243  NAD 83(1992)-  41 16 36.89737(N)    072 40 19.43187(W) AD(       ) 4
 LX6243  NAD 83(1986)-  41 16 36.89957(N)    072 40 19.43478(W) AD(       ) 4
 LX6243  NAD 27      -  41 16 36.55300(N)    072 40 21.09500(W) AD(       ) 3
 LX6243
 LX6243.Superseded values are not recommended for survey control.
 LX6243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6243.See file dsdata.txt to determine how the superseded data were derived.
 LX6243
 LX6243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9496872112(NAD 83)
 LX6243_MARKER: 63 = STACK
 LX6243
 LX6243  HISTORY     - Date     Condition        Report By
 LX6243  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6243  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6243  HISTORY     - 1984     POOR             USPSQD
 LX6243
 LX6243                          STATION DESCRIPTION
 LX6243
 LX6243'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6243'THIS STATION IS ON THE SMOKESTACK OF THE KNOWLES-LOMBARD
 LX6243'COMPANY.  THEIR FACTORY IS NEAR THE GUILFORD STATION OF THE NEW
 LX6243'YORK, NEW HAVEN, AND HARTFORD RAILROAD.  THE STACK IS SQUARE IN
 LX6243'SECTION AND IS BUILT OF RED BRICK.  IT IS N OF THE NE CORNER OF
 LX6243'THE MAIN BUILDING OF THE PLANT.
 LX6243'
 LX6243'STATION IS 94.5 METERS N OF THE CENTER LINE OF THE MAIN LINE
 LX6243'TRACKS OF THE RAILROAD COMPANY.
 LX6243'
 LX6243'CENTER IS THE CENTER LINE OF THE STACK.
 LX6243
 LX6243                          STATION RECOVERY (1961)
 LX6243
 LX6243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6243'THE TOP PART OF THE STACK WAS DESTROYED IN THE 1938
 LX6243'HURRICANE.  ABOUT 15 FT OF THE BASE OF THE STACK
 LX6243'REMAINS.  DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6243
 LX6243                          STATION RECOVERY (1984)
 LX6243
 LX6243'RECOVERY NOTE BY US POWER SQUADRON 1984 (PK)
 LX6243'STACK IS CRUMBLING AND WILL NOT STAND FOR MUCH LONGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4694 ***********************************************************************
 LX4694  DESIGNATION -  KNOWLTON
 LX4694  PID         -  LX4694
 LX4694  STATE/COUNTY-  CT/TOLLAND
 LX4694  USGS QUAD   -  SPRING HILL (1983)
 LX4694
 LX4694                         *CURRENT SURVEY CONTROL
 LX4694  ___________________________________________________________________
 LX4694* NAD 83(1996)-  41 50 03.28463(N)    072 12 00.80653(W)     ADJUSTED  
 LX4694* NAVD 88     -       202.5    (meters)     664.     (feet)  VERTCON   
 LX4694  ___________________________________________________________________
 LX4694  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX4694  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX4694
 LX4694  HORZ ORDER  -  FIRST
 LX4694
 LX4694.The horizontal coordinates were established by classical geodetic methods
 LX4694.and adjusted by the National Geodetic Survey in August 1998..
 LX4694
 LX4694.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4694
 LX4694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4694
 LX4694.The geoid height was determined by GEOID03.
 LX4694
 LX4694;                    North         East     Units Scale Factor Converg.
 LX4694;SPC CT       -   263,707.482   350,467.533   MT  0.99999687   +0 21 52.3
 LX4694;SPC CT       -   865,180.30  1,149,825.56   sFT  0.99999687   +0 21 52.3
 LX4694;UTM  18      - 4,635,163.122   732,481.918   MT  1.00026513   +1 52 05.6
 LX4694
 LX4694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4694!SPC CT       -   0.99997288  x   0.99999687  =   0.99996975
 LX4694!UTM  18      -   0.99997288  x   1.00026513  =   1.00023800
 LX4694
 LX4694|---------------------------------------------------------------------|
 LX4694| PID    Reference Object                     Distance      Geod. Az  |
 LX4694|                                                           dddmmss.s |
 LX4694| CZ6659 KNOWLTON RM 1                        40.892 METERS 04003     |
 LX4694| CZ6660 KNOWLTON RM 2                        23.687 METERS 11150     |
 LX4694| CZ6658 KNOWLTON AZ MK                                     1261700.6 |
 LX4694|---------------------------------------------------------------------|
 LX4694
 LX4694                          SUPERSEDED SURVEY CONTROL
 LX4694
 LX4694  NAD 83(1996)-  41 50 03.28422(N)    072 12 00.80651(W) AD(       ) 1
 LX4694  NAD 83(1992)-  41 50 03.28434(N)    072 12 00.80653(W) AD(       ) 1
 LX4694  NAD 83(1992)-  41 50 03.28481(N)    072 12 00.80705(W) AD(       ) 1
 LX4694  NAD 83(1986)-  41 50 03.28550(N)    072 12 00.80691(W) AD(       ) 1
 LX4694  NAD 27      -  41 50 02.93408(N)    072 12 02.53500(W) AD(       ) 1
 LX4694  NGVD 29 (07/19/86)  202.7    (m)          665.     (f) VERT ANG       
 LX4694
 LX4694.Superseded values are not recommended for survey control.
 LX4694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4694.See file dsdata.txt to determine how the superseded data were derived.
 LX4694
 LX4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3248235163(NAD 83)
 LX4694_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4694+STABILITY: SURFACE MOTION
 LX4694
 LX4694  HISTORY     - Date     Condition        Report By
 LX4694  HISTORY     - 1975     MONUMENTED       NGS
 LX4694  HISTORY     - 20031002 GOOD             INDIV
 LX4694
 LX4694                          STATION DESCRIPTION
 LX4694
 LX4694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4694'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF MANSFIELD CENTER, 3
 LX4694'MILES NORTHEAST OF STORRS, 2-1/2 MILES SOUTHWEST OF WARRENVILLE
 LX4694'AND ATOP WHAT IS LOCALLY KNOWN AS KNOWLTON HILL.  IT IS ON THE
 LX4694'PROPERTY OF MILDRED HAMMOND-KNOWLTON OF 97 KNOWLTON ROAD, STORRS,
 LX4694'CONNECTICUT,.  06268.  HER TELEPHONE NUMBER IS 429-2830.
 LX4694'
 LX4694'TO REACH THE STATION FROM THE POST OFFICE IN MANSFIELD CENTER, GO
 LX4694'NORTH ON STATE HIGHWAY 195 FOR 0.1 MILE TO THE JUNCTION OF STATE
 LX4694'HIGHWAY 89 ON THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON STATE
 LX4694'HIGHWAY 89 FOR 1.25 MILE TO WORMWOOD HILL ROAD ON THE LEFT.  TURN
 LX4694'LEFT AND GO NORTHWEST AND NORTH ON WORMWOOD HILL ROAD FOR 3.2
 LX4694'MILES TO A FORK, KEEP THE RIGHT FORK AND CONTINUE NORTHERLY ON
 LX4694'WORMWOOD HILL ROAD FOR 0.45 MILE TO WHERE WORMWOOD HILL ROAD
 LX4694'BEARS TO THE RIGHT AND KNOWLTON HILL ROAD CONTINUES STRAIGHT
 LX4694'AHEAD.  (TO REACH THE AZIMUTH MARK FROM HERE, BEAR RIGHT
 LX4694'AND FOLLOW WORMWOOD HILL ROAD EASTERLY FOR 0.3 MILE TO THE
 LX4694'AZIMUTH MARK ON THE LEFT AS DESCRIBED.) CONTINUE STRAIGHT AHEAD,
 LX4694'NORTHERLY ON KNOWLTON HILL ROAD, FOR 0.5 MILE TO THE HOME OF
 LX4694'MILDRED HAMMOND-KNOWLTON ON THE LEFT AND THE STATION
 LX4694'ON THE RIGHT AS DESCRIBED.
 LX4694'
 LX4694'THE STATION MARKS ARE STANDARD DISKS STAMPED KNOWLTON 1975.  THE
 LX4694'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX4694'WHICH IS FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS
 LX4694'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48
 LX4694'INCHES BELOW THE GROUND SURFACE.  THEY ARE 53 FEET EAST OF THE
 LX4694'APPROXIMATE CENTER OF KNOWTON HILL ROAD, 28.7 FEET EAST OF A
 LX4694'METAL WITNESS POST, 26.8 FEET EAST OF A ROCK FENCE AND 26 FEET
 LX4694'NORTH OF THE APPROXIMATE CENTER OF A PAVED DRIVE.
 LX4694'
 LX4694'REFERENCE MARK 1, STAMPED KNOWLTON NO 1 1975, IS A STANDARD DISK
 LX4694'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WITH AN EXPOSED
 LX4694'SURFACE OF ABOUT 12 INCHES AND IS FLUSH WITH THE GROUND
 LX4694'SURFACE.  IT IS 121 FEET NORTH OF THE CENTER OF THE DRIVE, 96
 LX4694'FEET EAST OF THE ROCK FENCE AND 90 FEET WEST OF A 20-INCH SPRUCE
 LX4694'TREE.
 LX4694'
 LX4694'REFERENCE MARK 2, STAMPED KNOWLTON NO 2 1975, IS A STANDARD DISK
 LX4694'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH IS FLUSH
 LX4694'WITH THE GROUND SURFACE.  IT IS 54 FEET EAST OF A 14-INCH SPRUCE
 LX4694'TREE, 20.6 FEET WEST OF A 6-INCH TREE AND 9 FEET SOUTH OF THE
 LX4694'CENTER OF THE DRIVE.
 LX4694'
 LX4694'THE AZIMUTH MARK, STAMPED KNOWLTON AZ 1975, IS A STANDARD
 LX4694'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LX4694'BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 86 FEET
 LX4694'NORTHEAST OF A POWER LINE POLE, 24.5 FEET NORTHWEST OF THE
 LX4694'APPROXIMATE CENTER OF WORMWOOD HILL ROAD, 9.8 FEET NORTHWEST OF A
 LX4694'METAL WITNESS POST AND 8 FEET NORTHWEST OF A ROCK FENCE.
 LX4694'
 LX4694'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 LX4694
 LX4694                          STATION RECOVERY (2003)
 LX4694
 LX4694'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX4694'FOUND STATION AND RM'S 1 AND 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6755 ***********************************************************************
 LX6755  DESIGNATION -  KONGSCUT
 LX6755  PID         -  LX6755
 LX6755  STATE/COUNTY-  CT/HARTFORD
 LX6755  USGS QUAD   -  GLASTONBURY (1992)
 LX6755
 LX6755                         *CURRENT SURVEY CONTROL
 LX6755  ___________________________________________________________________
 LX6755* NAD 83(1996)-  41 41 44.22904(N)    072 30 08.55136(W)     ADJUSTED  
 LX6755* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 LX6755  ___________________________________________________________________
 LX6755  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LX6755  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6755
 LX6755  HORZ ORDER  -  THIRD
 LX6755
 LX6755.The horizontal coordinates were established by classical geodetic methods
 LX6755.and adjusted by the National Geodetic Survey in August 1998..
 LX6755
 LX6755.The orthometric height was scaled from a topographic map.
 LX6755
 LX6755.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6755
 LX6755.The geoid height was determined by GEOID03.
 LX6755
 LX6755;                    North         East     Units Scale Factor Converg.
 LX6755;SPC CT       -   248,194.799   325,413.684   MT  0.99998713   +0 09 51.1
 LX6755;SPC CT       -   814,285.77  1,067,628.06   sFT  0.99998713   +0 09 51.1
 LX6755;UTM  18      - 4,618,996.328   707,837.842   MT  1.00013160   +1 39 43.0
 LX6755
 LX6755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6755!SPC CT       -   0.99996593  x   0.99998713  =   0.99995306
 LX6755!UTM  18      -   0.99996593  x   1.00013160  =   1.00009753
 LX6755
 LX6755:                Primary Azimuth Mark                     Grid Az
 LX6755:SPC CT       -  PINE HILL                                196 26 18.5
 LX6755:UTM  18      -  PINE HILL                                194 56 26.6
 LX6755
 LX6755|---------------------------------------------------------------------|
 LX6755| PID    Reference Object                     Distance      Geod. Az  |
 LX6755|                                                           dddmmss.s |
 LX6755| LX6893 PINE HILL                           APPROX. 9.9 KM 1963609.6 |
 LX6755| LX7063 DRUM HILL 1 FLAG IN TREE            APPROX.12.9 KM 2460342.2 |
 LX6755| LX7017 WETHERSFIELD FLAGSTAFF              APPROX.12.6 KM 2784136.8 |
 LX6755| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 8.9 KM 2792759.0 |
 LX6755| LX6653 HARTFORD SOUTH CONG CH SPIRE        APPROX.16.1 KM 2962005.6 |
 LX6755| LX6661 HARTFORD OLD ST HOUSE CUPOLA        APPROX.16.2 KM 2985812.8 |
 LX6755| LX7250 WADSWORTH TOWER                     APPROX.28.5 KM 3000619.4 |
 LX6755| LX6651 HARTFORD ARSENAL FLAGSTAFF          APPROX.17.3 KM 3032434.0 |
 LX6755| LX6652 HARTFORD WINDSOR AVE CONG CH        APPROX.17.3 KM 3035034.5 |
 LX6755|---------------------------------------------------------------------|
 LX6755
 LX6755                          SUPERSEDED SURVEY CONTROL
 LX6755
 LX6755  NAD 83(1996)-  41 41 44.22856(N)    072 30 08.55154(W) AD(       ) 3
 LX6755  NAD 83(1992)-  41 41 44.22866(N)    072 30 08.55139(W) AD(       ) 3
 LX6755  NAD 83(1992)-  41 41 44.23008(N)    072 30 08.55313(W) AD(       ) 3
 LX6755  NAD 83(1986)-  41 41 44.23024(N)    072 30 08.55292(W) AD(       ) 3
 LX6755  NAD 27      -  41 41 43.86500(N)    072 30 10.24300(W) AD(       ) 3
 LX6755
 LX6755.Superseded values are not recommended for survey control.
 LX6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6755.See file dsdata.txt to determine how the superseded data were derived.
 LX6755
 LX6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0783818996(NAD 83)
 LX6755
 LX6755  HISTORY     - Date     Condition        Report By
 LX6755  HISTORY     - 1875     MONUMENTED       CGS
 LX6755  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6755
 LX6755                          STATION DESCRIPTION
 LX6755
 LX6755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6755'THE STATION WAS SEARCHED FOR AND NOT FOUND.  APPROXIMATELY
 LX6755'15 MANHOURS WERE SPENT IN THE SEARCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6522 ***********************************************************************
 LX6522  DESIGNATION -  KOPPERS
 LX6522  PID         -  LX6522
 LX6522  STATE/COUNTY-  CT/NEW HAVEN
 LX6522  USGS QUAD   -  NEW HAVEN (1984)
 LX6522
 LX6522                         *CURRENT SURVEY CONTROL
 LX6522  ___________________________________________________________________
 LX6522* NAD 83(1996)-  41 16 59.90419(N)    072 54 28.34319(W)     ADJUSTED  
 LX6522* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6522  ___________________________________________________________________
 LX6522  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LX6522  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6522
 LX6522  HORZ ORDER  -  THIRD
 LX6522
 LX6522.The horizontal coordinates were established by classical geodetic methods
 LX6522.and adjusted by the National Geodetic Survey in August 1998..
 LX6522
 LX6522.The orthometric height was scaled from a topographic map.
 LX6522
 LX6522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6522
 LX6522.The geoid height was determined by GEOID03.
 LX6522
 LX6522;                    North         East     Units Scale Factor Converg.
 LX6522;SPC CT       -   202,385.190   291,575.069   MT  0.99999264   -0 06 16.8
 LX6522;SPC CT       -   663,992.08    956,609.21   sFT  0.99999264   -0 06 16.8
 LX6522;SPC NY L     -   124,573.276   391,491.500   MT  1.00002344   +0 42 51.6
 LX6522;SPC NY L     -   408,704.16  1,284,418.36   sFT  1.00002344   +0 42 51.6
 LX6522;UTM  18      - 4,572,318.509   675,200.630   MT  0.99997778   +1 22 50.5
 LX6522
 LX6522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6522!SPC CT       -   1.00000473  x   0.99999264  =   0.99999737
 LX6522!SPC NY L     -   1.00000473  x   1.00002344  =   1.00002817
 LX6522!UTM  18      -   1.00000473  x   0.99997778  =   0.99998251
 LX6522
 LX6522                          SUPERSEDED SURVEY CONTROL
 LX6522
 LX6522  NAD 83(1992)-  41 16 59.90326(N)    072 54 28.34300(W) AD(       ) 3
 LX6522  NAD 83(1986)-  41 16 59.90504(N)    072 54 28.34681(W) AD(       ) 3
 LX6522  NAD 27      -  41 16 59.55800(N)    072 54 29.98300(W) AD(       ) 3
 LX6522
 LX6522.Superseded values are not recommended for survey control.
 LX6522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6522.See file dsdata.txt to determine how the superseded data were derived.
 LX6522
 LX6522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7520172319(NAD 83)
 LX6522
 LX6522  HISTORY     - Date     Condition        Report By
 LX6522  HISTORY     - 1933     MONUMENTED       CGS
 LX6522  HISTORY     - 1984     GOOD             USPSQD
 LX6522
 LX6522                          STATION DESCRIPTION
 LX6522
 LX6522'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6522'THIS STATION IS ON THE SW CORNER OF THE DOCK OF THE CONNECTICUT
 LX6522'COKE COMPANY.  IT IS ON A STEEL MOORING POST AT THIS
 LX6522'CORNER.  CENTER IS A CROSS CUT IN NORTHEASTERLY OF FOUR
 LX6522'HOLDING DOWN BOLTS ON THE MOORING POST.
 LX6522'
 LX6522'STATION IS 2.16 METERS E OF W FACE OF DOCK AND 2.40 METERS
 LX6522'N OF S FACE OF DOCK.
 LX6522'
 LX6522'STATION LOCATED BY TRAVERSE FROM STATION COKE AND IS AN
 LX6522'INDEPENDENT STATION.
 LX6522'
 LX6522'HEIGHT OF LIGHT ABOVE STATION MARK 3.0 METERS.
 LX6522
 LX6522                          STATION RECOVERY (1984)
 LX6522
 LX6522'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6522'CROSSCUT ON DOCK IN GOOD CONDITION - DOCK IS NOW THE PROPERTY OF
 LX6522'THE UNITED ILLUMINATING COMPAN AND YOU NEED AN ID TO GET ONTO THE
 LX6522'GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6488 ***********************************************************************
 LX6488  DESIGNATION -  KOPPERS SHORT STACK
 LX6488  PID         -  LX6488
 LX6488  STATE/COUNTY-  CT/NEW HAVEN
 LX6488  USGS QUAD   -  NEW HAVEN (1984)
 LX6488
 LX6488                         *CURRENT SURVEY CONTROL
 LX6488  ___________________________________________________________________
 LX6488* NAD 83(1996)-  41 17 03.23586(N)    072 54 11.58974(W)     ADJUSTED  
 LX6488* NAVD 88     -                                                        
 LX6488  ___________________________________________________________________
 LX6488  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LX6488  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX6488
 LX6488  HORZ ORDER  -  THIRD
 LX6488
 LX6488.The horizontal coordinates were established by classical geodetic methods
 LX6488.and adjusted by the National Geodetic Survey in August 1998..
 LX6488
 LX6488
 LX6488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6488
 LX6488.The geoid height was determined by GEOID03.
 LX6488
 LX6488;                    North         East     Units Scale Factor Converg.
 LX6488;SPC CT       -   202,487.269   291,965.109   MT  0.99999257   -0 06 05.7
 LX6488;SPC CT       -   664,326.98    957,888.86   sFT  0.99999257   -0 06 05.7
 LX6488;SPC NY L     -   124,680.923   391,880.054   MT  1.00002356   +0 43 02.6
 LX6488;SPC NY L     -   409,057.33  1,285,693.14   sFT  1.00002356   +0 43 02.6
 LX6488;UTM  18      - 4,572,430.663   675,587.888   MT  0.99997945   +1 23 01.7
 LX6488
 LX6488                          SUPERSEDED SURVEY CONTROL
 LX6488
 LX6488  NAD 83(1992)-  41 17 03.23494(N)    072 54 11.58955(W) AD(       ) 4
 LX6488  NAD 83(1986)-  41 17 03.23711(N)    072 54 11.59377(W) AD(       ) 4
 LX6488  NAD 27      -  41 17 02.88300(N)    072 54 13.24000(W) AD(       ) 3
 LX6488
 LX6488.Superseded values are not recommended for survey control.
 LX6488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6488.See file dsdata.txt to determine how the superseded data were derived.
 LX6488
 LX6488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7558872431(NAD 83)
 LX6488
 LX6488  HISTORY     - Date     Condition        Report By
 LX6488  HISTORY     - 1933     MONUMENTED       CGS
 LX6488  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6488  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6488
 LX6488                          STATION DESCRIPTION
 LX6488
 LX6488'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6488'THIS STACK IS ON THE BOILERHOUSE AT THE PLANT OF THE CONNECTICUT
 LX6488'COKE COMPANY, ALSO KNOWN AS THE KOPPERS COKE COMPANY.  IT IS
 LX6488'CIRCULAR IN SECTION AND 200 FEET HIGH.  THE BOILERHOUSE IS S OF
 LX6488'COKE OVEN WITH THE TALLER STACK.
 LX6488'
 LX6488'STACK IS BUILT OF YELLOW BRICK.  CENTER IS THE CENTER LINE OF THE
 LX6488'STACK.
 LX6488
 LX6488                          STATION RECOVERY (1962)
 LX6488
 LX6488'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6488'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LX6488'CONDITION.
 LX6488'
 LX6488'THE CONNECTICUT COKE COMPANY NOW OWNS THE PROPERTY.
 LX6488'
 LX6488'ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6488
 LX6488                          STATION RECOVERY (1984)
 LX6488
 LX6488'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6488'STATION DESTROYED.  THE SMOKE STACK WAS DEMOLISHED IN THE EARLY
 LX6488'1970S.  A NEW 500 FT. STACK HAS BEEN ERECTED NEAR THE LOCATION OF
 LX6488'THE OLD STACK BY THE UNITED ILLUMINATING CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6535 ***********************************************************************
 LX6535  DESIGNATION -  KOPPERS TALL STACK
 LX6535  PID         -  LX6535
 LX6535  STATE/COUNTY-  CT/NEW HAVEN
 LX6535  USGS QUAD   -  NEW HAVEN (1984)
 LX6535
 LX6535                         *CURRENT SURVEY CONTROL
 LX6535  ___________________________________________________________________
 LX6535* NAD 83(1996)-  41 17 07.49657(N)    072 54 10.80200(W)     ADJUSTED  
 LX6535* NAVD 88     -                                                        
 LX6535  ___________________________________________________________________
 LX6535  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX6535  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6535
 LX6535  HORZ ORDER  -  THIRD
 LX6535
 LX6535.The horizontal coordinates were established by classical geodetic methods
 LX6535.and adjusted by the National Geodetic Survey in August 1998..
 LX6535
 LX6535
 LX6535.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6535
 LX6535.The geoid height was determined by GEOID03.
 LX6535
 LX6535;                    North         East     Units Scale Factor Converg.
 LX6535;SPC CT       -   202,618.678   291,983.673   MT  0.99999248   -0 06 05.2
 LX6535;SPC CT       -   664,758.11    957,949.77   sFT  0.99999248   -0 06 05.2
 LX6535;SPC NY L     -   124,812.588   391,896.737   MT  1.00002372   +0 43 03.1
 LX6535;SPC NY L     -   409,489.30  1,285,747.88   sFT  1.00002372   +0 43 03.1
 LX6535;UTM  18      - 4,572,562.507   675,603.039   MT  0.99997951   +1 23 02.3
 LX6535
 LX6535                          SUPERSEDED SURVEY CONTROL
 LX6535
 LX6535  NAD 83(1992)-  41 17 07.49565(N)    072 54 10.80181(W) AD(       ) 4
 LX6535  NAD 83(1986)-  41 17 07.49822(N)    072 54 10.80567(W) AD(       ) 4
 LX6535  NAD 27      -  41 17 07.16600(N)    072 54 12.42800(W) AD(       ) 3
 LX6535
 LX6535.Superseded values are not recommended for survey control.
 LX6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6535.See file dsdata.txt to determine how the superseded data were derived.
 LX6535
 LX6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7560372563(NAD 83)
 LX6535
 LX6535  HISTORY     - Date     Condition        Report By
 LX6535  HISTORY     - 1933     MONUMENTED       CGS
 LX6535  HISTORY     - 1949     SEE DESCRIPTION  CGS
 LX6535  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6535  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6535
 LX6535                          STATION DESCRIPTION
 LX6535
 LX6535'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6535'THIS STACK IS ON THE COKE OVENS AT THE PLANT OF THE CONNECTICUT
 LX6535'COKE COMPANY, ALSO KNOWN AS KOPPERS COKE COMPANY.  STACK IS
 LX6535'CIRCULAR IN SECTION AND 250 FEET HIGH.  IT IS BUILT OF YELLOW
 LX6535'BRICK.  CENTER IS THE CENTER LINE OF THE STACK.
 LX6535
 LX6535                          STATION RECOVERY (1949)
 LX6535
 LX6535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (MBC)
 LX6535'OLD DESCRIPTION INADEQUATE, NEW DESCRIPTION FOLLOWS--
 LX6535'
 LX6535'THIS STACK IS ON THE COKE OVENS AT THE PLANT OF THE CONNECTICUT
 LX6535'COKE COMPANY, FORMERLY THE KOPPERS COKE COMPANY.  STACK IS
 LX6535'CIRCULAR IN SECTION AND 245 FEET HIGH.  IT IS BUILT OF RED
 LX6535'BRICK.  CENTER IS THE CENTER LINE OF THE STACK.
 LX6535
 LX6535                          STATION RECOVERY (1962)
 LX6535
 LX6535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6535'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LX6535'CONDITION.  HOWEVER A CEMENT COATING HAS BEEN ADDED FOR PRESERVATION
 LX6535'AND STRENGTH, AND THE STACK HAS BEEN INCREASED IN HEIGHT BY ABOUT
 LX6535'50 FEET.
 LX6535'
 LX6535'THE CONNECTICUT COKE COMPANY, OWNERS, STATED THE STACK IS AT
 LX6535'THE ORIGINAL POSITION, AND IS THE ORIGINAL STACK.
 LX6535'
 LX6535'ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6535
 LX6535                          STATION RECOVERY (1984)
 LX6535
 LX6535'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6535'STATION DESTROYED.  THE STACK WAS DEMOLISHED IN THE EARLY 1970S.
 LX6535'A NEW 500 FOOT STACK HAS BEEN ERECTED NEAR THE SITE OF THE OLD
 LX6535'STACK BY THE UNITED ILLUMINATING CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6859 ***********************************************************************
 LX6859  DESIGNATION -  KRUGERS BARN CUPOLA
 LX6859  PID         -  LX6859
 LX6859  STATE/COUNTY-  CT/MIDDLESEX
 LX6859  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6859
 LX6859                         *CURRENT SURVEY CONTROL
 LX6859  ___________________________________________________________________
 LX6859* NAD 83(1996)-  41 30 17.50708(N)    072 30 26.34204(W)     ADJUSTED  
 LX6859* NAVD 88     -                                                        
 LX6859  ___________________________________________________________________
 LX6859  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LX6859  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6859
 LX6859  HORZ ORDER  -  THIRD
 LX6859
 LX6859.The horizontal coordinates were established by classical geodetic methods
 LX6859.and adjusted by the National Geodetic Survey in August 1998..
 LX6859
 LX6859
 LX6859.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6859
 LX6859.The geoid height was determined by GEOID03.
 LX6859
 LX6859;                    North         East     Units Scale Factor Converg.
 LX6859;SPC CT       -   227,007.622   325,061.809   MT  0.99998327   +0 09 39.3
 LX6859;SPC CT       -   744,774.17  1,066,473.62   sFT  0.99998327   +0 09 39.3
 LX6859;UTM  18      - 4,597,804.048   708,038.753   MT  1.00013265   +1 39 08.8
 LX6859
 LX6859                          SUPERSEDED SURVEY CONTROL
 LX6859
 LX6859  NAD 83(1992)-  41 30 17.50632(N)    072 30 26.34184(W) AD(       ) 4
 LX6859  NAD 83(1986)-  41 30 17.50815(N)    072 30 26.34426(W) AD(       ) 4
 LX6859  NAD 27      -  41 30 17.15000(N)    072 30 28.04000(W) AD(       ) 3
 LX6859
 LX6859.Superseded values are not recommended for survey control.
 LX6859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6859.See file dsdata.txt to determine how the superseded data were derived.
 LX6859
 LX6859_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0803997804(NAD 83)
 LX6859
 LX6859  HISTORY     - Date     Condition        Report By
 LX6859  HISTORY     - 1935     MONUMENTED       CGS
 LX6859  HISTORY     - 19971120 GOOD             USPSQD
 LX6859
 LX6859                          STATION DESCRIPTION
 LX6859
 LX6859'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6859'JOHN S. KRUGERS BARN IS ON THE E SIDE OF HIGH STREET ABOUT
 LX6859'0.7 MILE BELOW THE ROCK LANDING ROAD.  THE BARN IS VERY CLOSE
 LX6859'TO THE ROADSIDE.  IN PLAN IT IS L-SHAPED, THE MAIN PART BEING
 LX6859'NORMAL TO THE ROAD.  A LOWER WING EXTENDS SOUTHERLY NEAR THE
 LX6859'W END.  THE BARN IS PAINTED WHITE WITH BROWN TRIM AND HAS A
 LX6859'GREEN COMPOSITION SHINGLE ROOF.
 LX6859'
 LX6859'BOTH PARTS HAVE A VENTILATING CUPOLA AT THE RIDGEPOLE.  THE
 LX6859'LARGER IS ON THE MAIN BARN JUST E OF THE LINE OF THE RIDGEPOLE
 LX6859'ON THE WING.  THE SMALLER CUPOLA IS IN THE MIDDLE OF THE WING ROOF.
 LX6859'
 LX6859'CENTER IS THE CENTER LINE OF THE LARGE CUPOLA ON THE ROOF OF
 LX6859'THE MAIN BUILDING.
 LX6859
 LX6859                          STATION RECOVERY (1997)
 LX6859
 LX6859'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5830 ***********************************************************************
 LX5830  DESIGNATION -  KRUPP
 LX5830  PID         -  LX5830
 LX5830  STATE/COUNTY-  CT/NEW LONDON
 LX5830  USGS QUAD   -  OLD LYME (1976)
 LX5830
 LX5830                         *CURRENT SURVEY CONTROL
 LX5830  ___________________________________________________________________
 LX5830* NAD 83(1996)-  41 16 57.38887(N)    072 17 59.67090(W)     ADJUSTED  
 LX5830* NAVD 88     -        15.     (meters)      49.     (feet)  SCALED    
 LX5830  ___________________________________________________________________
 LX5830  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LX5830  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5830
 LX5830  HORZ ORDER  -  SECOND
 LX5830
 LX5830.The horizontal coordinates were established by classical geodetic methods
 LX5830.and adjusted by the National Geodetic Survey in August 1998..
 LX5830
 LX5830.The orthometric height was scaled from a topographic map.
 LX5830
 LX5830.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5830
 LX5830.The geoid height was determined by GEOID03.
 LX5830
 LX5830;                    North         East     Units Scale Factor Converg.
 LX5830;SPC CT       -   202,393.712   342,506.478   MT  0.99999269   +0 17 54.4
 LX5830;SPC CT       -   664,020.04  1,123,706.67   sFT  0.99999269   +0 17 54.4
 LX5830;SPC NY L     -   125,307.413   442,419.187   MT  1.00002335   +1 06 43.2
 LX5830;SPC NY L     -   411,112.74  1,451,503.62   sFT  1.00002335   +1 06 43.2
 LX5830;UTM  18      - 4,573,646.681   726,120.098   MT  1.00022930   +1 46 55.9
 LX5830
 LX5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5830!SPC CT       -   1.00000249  x   0.99999269  =   0.99999518
 LX5830!SPC NY L     -   1.00000249  x   1.00002335  =   1.00002584
 LX5830!UTM  18      -   1.00000249  x   1.00022930  =   1.00023179
 LX5830
 LX5830                          SUPERSEDED SURVEY CONTROL
 LX5830
 LX5830  NAD 83(1992)-  41 16 57.38782(N)    072 17 59.67058(W) AD(       ) 2
 LX5830  NAD 83(1986)-  41 16 57.38950(N)    072 17 59.67400(W) AD(       ) 2
 LX5830  NAD 27      -  41 16 57.04300(N)    072 18 01.38300(W) AD(       ) 2
 LX5830
 LX5830.Superseded values are not recommended for survey control.
 LX5830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5830.See file dsdata.txt to determine how the superseded data were derived.
 LX5830
 LX5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2612073647(NAD 83)
 LX5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5830+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2001
 LX5830
 LX5830  HISTORY     - Date     Condition        Report By
 LX5830  HISTORY     - 1934     MONUMENTED       CGS
 LX5830  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX5830  HISTORY     - 1984     GOOD             USPSQD
 LX5830  HISTORY     - 1989     GOOD             USPSQD
 LX5830  HISTORY     - 20011028 GOOD             USPSQD
 LX5830
 LX5830                          STATION DESCRIPTION
 LX5830
 LX5830'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5830'KRUPPS HOUSE IS ON TOP OF LAYS HILL JUST S OF THE SHORE ROAD TO
 LX5830'NEW LONDON AND N OF WHITE SANDS BEACH.  THE HOUSE IS A THREE-STORY
 LX5830'FRAME BUILDING WITH SHINGLE SIDING AND A PORCH ON THE S SIDE OF
 LX5830'THE HOUSE.  THERE IS A CONICAL TURRET ON THE N SIDE OF THE HOUSE.
 LX5830'
 LX5830'THE STATION IS THE APEX OF THE TURRET.  HEIGHT ABOUT 50 FEET.
 LX5830
 LX5830                          STATION RECOVERY (1971)
 LX5830
 LX5830'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (NNF)
 LX5830'GOOD
 LX5830
 LX5830                          STATION RECOVERY (1984)
 LX5830
 LX5830'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5830'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5830'ACCURATE.
 LX5830
 LX5830                          STATION RECOVERY (1989)
 LX5830
 LX5830'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5830'RECOVERED IN GOOD CONDITION.
 LX5830
 LX5830                          STATION RECOVERY (2001)
 LX5830
 LX5830'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5830'STATION CAN BE SEEN FROM BRIGHTON ROAD ONLY. TREES BLOCK THE VIEW FROM
 LX5830'THE MAIN ROAD. SHORE ROAD IS NOW CALLED OLD SHORE ROAD. ROUTE 156 WAS
 LX5830'REROUTED IN 1965. SHINGLES ARE BROWN ROOF IS BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1188 ***********************************************************************
 LX1188  DESIGNATION -  L 1
 LX1188  PID         -  LX1188
 LX1188  STATE/COUNTY-  CT/FAIRFIELD
 LX1188  USGS QUAD   -  STAMFORD (1984)
 LX1188
 LX1188                         *CURRENT SURVEY CONTROL
 LX1188  ___________________________________________________________________
 LX1188* NAD 83(1986)-  41 03 20.     (N)    073 31 26.     (W)     SCALED    
 LX1188* NAVD 88     -         9.892  (meters)      32.45   (feet)  ADJUSTED  
 LX1188  ___________________________________________________________________
 LX1188  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX1188  DYNAMIC HT  -           9.888 (meters)      32.44  (feet)  COMP
 LX1188  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LX1188
 LX1188  VERT ORDER  -  FIRST     CLASS I
 LX1188
 LX1188.The horizontal coordinates were scaled from a topographic map and have
 LX1188.an estimated accuracy of +/- 6 seconds.
 LX1188
 LX1188.The orthometric height was determined by differential leveling
 LX1188.and adjusted by the National Geodetic Survey in June 1991..
 LX1188
 LX1188.The geoid height was determined by GEOID03.
 LX1188
 LX1188.The dynamic height is computed by dividing the NAVD 88
 LX1188.geopotential number by the normal gravity value computed on the
 LX1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1188.degrees latitude (g = 980.6199 gals.).
 LX1188
 LX1188.The modeled gravity was interpolated from observed gravity values.
 LX1188
 LX1188;                    North         East    Units  Estimated Accuracy
 LX1188;SPC CT       -   177,370.      239,740.      MT  (+/- 180 meters Scaled)
 LX1188
 LX1188                          SUPERSEDED SURVEY CONTROL
 LX1188
 LX1188  NGVD 29 (??/??/92)   10.228  (m)           33.56   (f) ADJ UNCH    1 1
 LX1188
 LX1188.Superseded values are not recommended for survey control.
 LX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1188.See file dsdata.txt to determine how the superseded data were derived.
 LX1188
 LX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL240459(NAD 83)
 LX1188_MARKER: DB = BENCH MARK DISK
 LX1188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1188_SP_SET: OVERPASS ABUTMENT
 LX1188_STAMPING: L 1 ELEV 33.586 FT 1922
 LX1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1188
 LX1188  HISTORY     - Date     Condition        Report By
 LX1188  HISTORY     - 1922     MONUMENTED       CGS
 LX1188  HISTORY     - 1965     GOOD             NGS
 LX1188  HISTORY     - 1983     GOOD             NGS
 LX1188  HISTORY     - 1987     GOOD             USPSQD
 LX1188
 LX1188                          STATION DESCRIPTION
 LX1188
 LX1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1188'AT STAMFORD.
 LX1188'AT STAMFORD, 0.9 MILE EAST ALONG U.S. HIGHWAY 1 FROM ITS
 LX1188'INTERSECTION WITH ATLANTIC STREET, ALONG THE NEW YORK, NEW
 LX1188'HAVEN AND HARTFORD RAILROAD, SET ON THE TOP OF THE SOUTHEAST
 LX1188'END OF THE NORTHEAST STONE ABUTMENT OF THE OVERPASS OVER THE
 LX1188'HIGHWAY, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 34 FEET
 LX1188'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE
 LX1188'LEVEL OF THE TRACK.
 LX1188
 LX1188                          STATION RECOVERY (1983)
 LX1188
 LX1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1188'RECOVERED IN GOOD CONDITION.
 LX1188
 LX1188                          STATION RECOVERY (1987)
 LX1188
 LX1188'RECOVERY NOTE BY US POWER SQUADRON 1987 (EB)
 LX1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1068 ***********************************************************************
 LW1068  DESIGNATION -  L 10
 LW1068  PID         -  LW1068
 LW1068  STATE/COUNTY-  CT/WINDHAM
 LW1068  USGS QUAD   -  PUTNAM (1970)
 LW1068
 LW1068                         *CURRENT SURVEY CONTROL
 LW1068  ___________________________________________________________________
 LW1068* NAD 83(1996)-  41 54 55.85171(N)    071 54 27.61089(W)     ADJUSTED  
 LW1068* NAVD 88     -        87.224  (meters)     286.17   (feet)  ADJUSTED  
 LW1068  ___________________________________________________________________
 LW1068  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 LW1068  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW1068  DYNAMIC HT  -          87.195 (meters)     286.07  (feet)  COMP
 LW1068  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 LW1068
 LW1068  HORZ ORDER  -  SECOND
 LW1068  VERT ORDER  -  FIRST     CLASS II
 LW1068
 LW1068.The horizontal coordinates were established by classical geodetic methods
 LW1068.and adjusted by the National Geodetic Survey in August 1998..
 LW1068
 LW1068.The orthometric height was determined by differential leveling
 LW1068.and adjusted by the National Geodetic Survey in June 1991..
 LW1068.WARNING-Repeat measurements at this control monument indicate possible
 LW1068.vertical movement.
 LW1068
 LW1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1068
 LW1068.The geoid height was determined by GEOID03.
 LW1068
 LW1068.The dynamic height is computed by dividing the NAVD 88
 LW1068.geopotential number by the normal gravity value computed on the
 LW1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1068.degrees latitude (g = 980.6199 gals.).
 LW1068
 LW1068.The modeled gravity was interpolated from observed gravity values.
 LW1068
 LW1068;                    North         East     Units Scale Factor Converg.
 LW1068;SPC CT       -   272,929.384   374,679.819   MT  1.00000531   +0 33 30.7
 LW1068;SPC CT       -   895,435.82  1,229,262.04   sFT  1.00000531   +0 33 30.7
 LW1068;UTM  19      - 4,644,485.267   258,864.145   MT  1.00031556   -1 56 36.1
 LW1068
 LW1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1068!SPC CT       -   0.99999096  x   1.00000531  =   0.99999627
 LW1068!UTM  19      -   0.99999096  x   1.00031556  =   1.00030651
 LW1068
 LW1068:                Primary Azimuth Mark                     Grid Az
 LW1068:SPC CT       -  PUTNAM                                   255 35 40.2
 LW1068:UTM  19      -  PUTNAM                                   258 05 47.0
 LW1068
 LW1068|---------------------------------------------------------------------|
 LW1068| PID    Reference Object                     Distance      Geod. Az  |
 LW1068|                                                           dddmmss.s |
 LW1068| LW3731 PUTNAM                              APPROX. 1.5 KM 2560910.9 |
 LW1068| LW3740 L 10 A PT                            17.833 METERS 29627     |
 LW1068|---------------------------------------------------------------------|
 LW1068
 LW1068                          SUPERSEDED SURVEY CONTROL
 LW1068
 LW1068  NAD 83(1996)-  41 54 55.85142(N)    071 54 27.61073(W) AD(       ) 2
 LW1068  NAD 83(1992)-  41 54 55.85115(N)    071 54 27.61017(W) AD(       ) 2
 LW1068  NAD 83(1992)-  41 54 55.85119(N)    071 54 27.61040(W) AD(       ) 2
 LW1068  NAD 83(1986)-  41 54 55.85204(N)    071 54 27.60960(W) AD(       ) 2
 LW1068  NAD 27      -  41 54 55.49954(N)    071 54 29.34918(W) AD(       ) 2
 LW1068  NGVD 29 (??/??/92)   87.441  (m)          286.88   (f) ADJ UNCH    1 2
 LW1068
 LW1068.Superseded values are not recommended for survey control.
 LW1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1068.See file dsdata.txt to determine how the superseded data were derived.
 LW1068
 LW1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5886444485(NAD 83)
 LW1068_MARKER: DB = BENCH MARK DISK
 LW1068_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1068_SP_SET: BACKWALL OF BRIDGE
 LW1068_STAMPING: L 10 1935
 LW1068_MARK LOGO: CGS   
 LW1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1068
 LW1068  HISTORY     - Date     Condition        Report By
 LW1068  HISTORY     - 1935     MONUMENTED       CGS
 LW1068  HISTORY     - 1936     GOOD             NGS
 LW1068  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW1068  HISTORY     - 1984     GOOD             NGS
 LW1068  HISTORY     - 1986     GOOD             NGS
 LW1068  HISTORY     - 1988     GOOD             USPSQD
 LW1068  HISTORY     - 19900503 GOOD             USPSQD
 LW1068
 LW1068                          STATION DESCRIPTION
 LW1068
 LW1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1068'AT PUTNAM.
 LW1068'AT PUTNAM, WINDHAM COUNTY, 470 FEET NORTH OF THE NEW YORK, NEW
 LW1068'HAVEN AND HARTFORD RAILROAD STATION, 60 FEET SOUTHWEST OF THE
 LW1068'CENTER OF THE CROSSING OF STATE HIGHWAY 12 AND FRONT STREET, AT
 LW1068'A 60-FOOT GIRDER BRIDGE OVER FRONT STREET, IN THE TOP OF THE
 LW1068'SOUTHEAST CORNER OF THE SOUTH BACK WALL, 100 FEET WEST OF A GULF
 LW1068'SERVICE STATION, 60 FEET SOUTHEAST OF SWITCH TOWER 227, 18 FEET
 LW1068'EAST OF THE CENTERLINE OF TRACK 3, AND ABOUT 1 FOOT LOWER THAN
 LW1068'THE TRACK.
 LW1068
 LW1068                          STATION RECOVERY (1936)
 LW1068
 LW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1068'RECOVERED IN GOOD CONDITION.
 LW1068
 LW1068                          STATION RECOVERY (1977)
 LW1068
 LW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW1068'THE STATION IS LOCATED IN THE TOWN OF PUTNAM, ON A RAILROAD
 LW1068'BRIDGE ABUTMENT THAT IS ABOUT 100 FEET SOUTHWEST OF THE
 LW1068'JUNCTION OF STATE HIGHWAY 12 AND U.S. HIGHWAY 44 AND ON
 LW1068'RAILROAD RIGHT-OF-WAY.
 LW1068'
 LW1068'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 12
 LW1068'AND U.S. HIGHWAY 44 (FRONT STREET) IN PUTNAM, GO WESTERLY ON
 LW1068'HIGHWAY 44
 LW1068'FOR ABOUT 100 FEET TO A RAILROAD BRIDGE AND THE STATION IN THE
 LW1068'SOUTHEAST CORNER OF BRIDGE ABUTMENT AS DESCRIBED.
 LW1068'
 LW1068'STATION MARK, STAMPED---L 10 1935---, IS A U.S. COAST AND
 LW1068'GEODETIC SURVEY BENCH MARK DISK SET IN A DRILL HOLE IN
 LW1068'A CONCRETE
 LW1068'BRIDGE ABUTMENT THAT PROJECTS ABOUT 12 FEET ABOVE HIGHWAY 44.
 LW1068'IT IS 60 FEET SOUTHWEST OF THE CENTER OF STATE HIGHWAY 12 AND
 LW1068'U.S. HIGHWAY 44, 18 FEET EAST OF THE CENTER OF TRACK 3 AND
 LW1068'10 FEET EAST OF A CHAIN LINK FENCE.
 LW1068'
 LW1068'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 LW1068'
 LW1068'DESCRIBED BY L.K. ZURFLUH.
 LW1068
 LW1068                          STATION RECOVERY (1984)
 LW1068
 LW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1068'RECOVERED IN GOOD CONDITION.
 LW1068
 LW1068                          STATION RECOVERY (1986)
 LW1068
 LW1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1068'RECOVERED IN GOOD CONDITION.
 LW1068
 LW1068                          STATION RECOVERY (1988)
 LW1068
 LW1068'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1068'RECOVERED IN GOOD CONDITION.
 LW1068
 LW1068                          STATION RECOVERY (1990)
 LW1068
 LW1068'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0035 ***********************************************************************
 LX0035  DESIGNATION -  L 12
 LX0035  PID         -  LX0035
 LX0035  STATE/COUNTY-  CT/NEW LONDON
 LX0035  USGS QUAD   -  WILLIMANTIC (1984)
 LX0035
 LX0035                         *CURRENT SURVEY CONTROL
 LX0035  ___________________________________________________________________
 LX0035* NAD 83(1986)-  41 38 10.     (N)    072 10 06.     (W)     SCALED    
 LX0035* NAVD 88     -        80.094  (meters)     262.78   (feet)  ADJUSTED  
 LX0035  ___________________________________________________________________
 LX0035  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX0035  DYNAMIC HT  -          80.066 (meters)     262.68  (feet)  COMP
 LX0035  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LX0035
 LX0035  VERT ORDER  -  SECOND    CLASS 0
 LX0035
 LX0035.The horizontal coordinates were scaled from a topographic map and have
 LX0035.an estimated accuracy of +/- 6 seconds.
 LX0035
 LX0035.The orthometric height was determined by differential leveling
 LX0035.and adjusted by the National Geodetic Survey in June 1991..
 LX0035
 LX0035.The geoid height was determined by GEOID03.
 LX0035
 LX0035.The dynamic height is computed by dividing the NAVD 88
 LX0035.geopotential number by the normal gravity value computed on the
 LX0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0035.degrees latitude (g = 980.6199 gals.).
 LX0035
 LX0035.The modeled gravity was interpolated from observed gravity values.
 LX0035
 LX0035;                    North         East    Units  Estimated Accuracy
 LX0035;SPC CT       -   241,720.      353,270.      MT  (+/- 180 meters Scaled)
 LX0035
 LX0035                          SUPERSEDED SURVEY CONTROL
 LX0035
 LX0035  NGVD 29 (??/??/92)   80.365  (m)          263.66   (f) ADJ UNCH    2 0
 LX0035
 LX0035.Superseded values are not recommended for survey control.
 LX0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0035.See file dsdata.txt to determine how the superseded data were derived.
 LX0035
 LX0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM358132(NAD 83)
 LX0035_MARKER: DB = BENCH MARK DISK
 LX0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0035_SP_SET: CULVERT
 LX0035_STAMPING: L 12 1935
 LX0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0035
 LX0035  HISTORY     - Date     Condition        Report By
 LX0035  HISTORY     - 1935     MONUMENTED       CGS
 LX0035
 LX0035                          STATION DESCRIPTION
 LX0035
 LX0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0035'AT LEBANON.
 LX0035'AT LEBANON, NEW LONDON COUNTY, ABOUT 170 FEET EAST OF THE
 LX0035'CENTRAL VERMONT RAILWAY STATION, ABOUT 170 FEET EAST OF A
 LX0035'MACADAM-ROAD CROSSING, AT A 3-FOOT PIPE CULVERT, IN THE TOP
 LX0035'OF THE WEST END OF THE NORTH HEAD WALL, 15 FEET NORTH OF THE
 LX0035'CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD.  A
 LX0035'STANDARD DISK, STAMPED L 12 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0036 ***********************************************************************
 LX0036  DESIGNATION -  L 12 RESET
 LX0036  PID         -  LX0036
 LX0036  STATE/COUNTY-  CT/NEW LONDON
 LX0036  USGS QUAD   -  WILLIMANTIC (1984)
 LX0036
 LX0036                         *CURRENT SURVEY CONTROL
 LX0036  ___________________________________________________________________
 LX0036* NAD 83(1986)-  41 38 10.     (N)    072 10 06.     (W)     SCALED    
 LX0036* NAVD 88     -        80.19   (meters)     263.1    (feet)  RESET     
 LX0036  ___________________________________________________________________
 LX0036  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX0036
 LX0036  VERT ORDER  -  THIRD
 LX0036
 LX0036.The horizontal coordinates were scaled from a topographic map and have
 LX0036.an estimated accuracy of +/- 6 seconds.
 LX0036
 LX0036.The orthometric height was computed from unverified reset data.
 LX0036.No vertical observational check was made to the station.
 LX0036
 LX0036.The geoid height was determined by GEOID03.
 LX0036
 LX0036;                    North         East    Units  Estimated Accuracy
 LX0036;SPC CT       -   241,720.      353,270.      MT  (+/- 180 meters Scaled)
 LX0036
 LX0036                          SUPERSEDED SURVEY CONTROL
 LX0036
 LX0036.No superseded survey control is available for this station.
 LX0036
 LX0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM358132(NAD 83)
 LX0036_MARKER: DB = BENCH MARK DISK
 LX0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0036_SP_SET: CULVERT
 LX0036_STAMPING: L 12 1956
 LX0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0036
 LX0036  HISTORY     - Date     Condition        Report By
 LX0036  HISTORY     - 1956     MONUMENTED       CTDT
 LX0036  HISTORY     - 1962     MARK NOT FOUND   NGS
 LX0036
 LX0036                          STATION DESCRIPTION
 LX0036
 LX0036'DESCRIBED BY CT DEPT OF TRANSP 1956
 LX0036'AT LEBANON STATION.
 LX0036'AT LEBANON STATION, NEW LONDON COUNTY, IN THE TOWN OF FRANKLIN,
 LX0036'ON STATE HIGHWAY 207, 279 FEET EAST OF THE CENTRAL VERMONT
 LX0036'RAILWAY STATION, AND HIGHWAY CROSSING, 52.8 FEET FROM THE
 LX0036'NORTHEAST CORNER OF THE BERKMAN GRAIN CO. BUILDING, AT A
 LX0036'CULVERT, IN THE EAST END OF THE NORTH CONCRETE HEADWALL, 18 FEET
 LX0036'NORTH OF THE CENTERLINE OF THE HIGHWAY AND SLIGHTLY HIGHER THAN
 LX0036'THE HIGHWAY.  A STANDARD DISK, STAMPED L 12 1956.  NOTE-- THE
 LX0036'HEADWALL HAS BEEN RELOCATED AND REBUILT.
 LX0036
 LX0036                          STATION RECOVERY (1962)
 LX0036
 LX0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 LX0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0924 ***********************************************************************
 LX0924  DESIGNATION -  L 13
 LX0924  PID         -  LX0924
 LX0924  STATE/COUNTY-  CT/NEW HAVEN
 LX0924  USGS QUAD   -  ANSONIA (1984)
 LX0924
 LX0924                         *CURRENT SURVEY CONTROL
 LX0924  ___________________________________________________________________
 LX0924* NAD 83(1986)-  41 18 55.     (N)    073 04 51.     (W)     SCALED    
 LX0924* NAVD 88     -         4.504  (meters)      14.78   (feet)  ADJUSTED  
 LX0924  ___________________________________________________________________
 LX0924  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX0924  DYNAMIC HT  -           4.503 (meters)      14.77  (feet)  COMP
 LX0924  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LX0924
 LX0924  VERT ORDER  -  FIRST     CLASS II
 LX0924
 LX0924.The horizontal coordinates were scaled from a topographic map and have
 LX0924.an estimated accuracy of +/- 6 seconds.
 LX0924
 LX0924.The orthometric height was determined by differential leveling
 LX0924.and adjusted by the National Geodetic Survey in June 1991..
 LX0924
 LX0924.The geoid height was determined by GEOID03.
 LX0924
 LX0924.The dynamic height is computed by dividing the NAVD 88
 LX0924.geopotential number by the normal gravity value computed on the
 LX0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0924.degrees latitude (g = 980.6199 gals.).
 LX0924
 LX0924.The modeled gravity was interpolated from observed gravity values.
 LX0924
 LX0924;                    North         East    Units  Estimated Accuracy
 LX0924;SPC CT       -   205,980.      277,100.      MT  (+/- 180 meters Scaled)
 LX0924
 LX0924                          SUPERSEDED SURVEY CONTROL
 LX0924
 LX0924  NGVD 29 (??/??/92)    4.812  (m)           15.79   (f) ADJ UNCH    1 2
 LX0924
 LX0924.Superseded values are not recommended for survey control.
 LX0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0924.See file dsdata.txt to determine how the superseded data were derived.
 LX0924
 LX0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL606755(NAD 83)
 LX0924_MARKER: DB = BENCH MARK DISK
 LX0924_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0924_SP_SET: ABUTMENT
 LX0924_STAMPING: L 13 1935
 LX0924_MARK LOGO: CGS   
 LX0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0924
 LX0924  HISTORY     - Date     Condition        Report By
 LX0924  HISTORY     - 1935     MONUMENTED       CGS
 LX0924  HISTORY     - 1941     GOOD             NGS
 LX0924  HISTORY     - 1982     GOOD             NGS
 LX0924  HISTORY     - 1985     GOOD             NGS
 LX0924  HISTORY     - 1988     GOOD             USPSQD
 LX0924
 LX0924                          STATION DESCRIPTION
 LX0924
 LX0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0924'AT DERBY.
 LX0924'AT DERBY, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0924'HARTFORD RAILROAD, AT A BRIDGE OVER NAUGATUCK RIVER, IN THE
 LX0924'TOP OF THE WEST END OF THE SOUTH ABUTMENT, 7 FEET WEST OF THE
 LX0924'WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD
 LX0924'DISK, STAMPED L 13 1935.
 LX0924
 LX0924                          STATION RECOVERY (1941)
 LX0924
 LX0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LX0924'RECOVERED IN GOOD CONDITION.
 LX0924
 LX0924                          STATION RECOVERY (1982)
 LX0924
 LX0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0924'RECOVERED IN GOOD CONDITION.
 LX0924
 LX0924                          STATION RECOVERY (1985)
 LX0924
 LX0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0924'RECOVERED IN GOOD CONDITION.
 LX0924
 LX0924                          STATION RECOVERY (1988)
 LX0924
 LX0924'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0066 ***********************************************************************
 LX0066  DESIGNATION -  L 14
 LX0066  PID         -  LX0066
 LX0066  STATE/COUNTY-  CT/NEW LONDON
 LX0066  USGS QUAD   -  COLUMBIA (1984)
 LX0066
 LX0066                         *CURRENT SURVEY CONTROL
 LX0066  ___________________________________________________________________
 LX0066* NAD 83(1986)-  41 40 27.     (N)    072 16 05.     (W)     SCALED    
 LX0066* NAVD 88     -       118.439  (meters)     388.58   (feet)  ADJUSTED  
 LX0066  ___________________________________________________________________
 LX0066  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0066  DYNAMIC HT  -         118.396 (meters)     388.44  (feet)  COMP
 LX0066  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 LX0066
 LX0066  VERT ORDER  -  SECOND    CLASS 0
 LX0066
 LX0066.The horizontal coordinates were scaled from a topographic map and have
 LX0066.an estimated accuracy of +/- 6 seconds.
 LX0066
 LX0066.The orthometric height was determined by differential leveling
 LX0066.and adjusted by the National Geodetic Survey in June 1991..
 LX0066
 LX0066.The geoid height was determined by GEOID03.
 LX0066
 LX0066.The dynamic height is computed by dividing the NAVD 88
 LX0066.geopotential number by the normal gravity value computed on the
 LX0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0066.degrees latitude (g = 980.6199 gals.).
 LX0066
 LX0066.The modeled gravity was interpolated from observed gravity values.
 LX0066
 LX0066;                    North         East    Units  Estimated Accuracy
 LX0066;SPC CT       -   245,900.      344,930.      MT  (+/- 180 meters Scaled)
 LX0066
 LX0066                          SUPERSEDED SURVEY CONTROL
 LX0066
 LX0066  NGVD 29 (??/??/92)  118.714  (m)          389.48   (f) ADJ UNCH    2 0
 LX0066
 LX0066.Superseded values are not recommended for survey control.
 LX0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0066.See file dsdata.txt to determine how the superseded data were derived.
 LX0066
 LX0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM274172(NAD 83)
 LX0066_MARKER: DB = BENCH MARK DISK
 LX0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0066_STAMPING: L 14 1935
 LX0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0066+STABILITY: SURFACE MOTION
 LX0066
 LX0066  HISTORY     - Date     Condition        Report By
 LX0066  HISTORY     - 1935     MONUMENTED       CGS
 LX0066  HISTORY     - 1936     GOOD             LOCENG
 LX0066
 LX0066                          STATION DESCRIPTION
 LX0066
 LX0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0066'AT CHESTNUT HILL.
 LX0066'AT CHESTNUT HILL, NEW LONDON COUNTY, ABOUT 6 FEET SOUTHWEST OF
 LX0066'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT THE
 LX0066'CROSSING OF STATE HIGHWAY 87, 40 FEET EAST OF THE CENTER LINE
 LX0066'OF THE HIGHWAY, 10 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LX0066'TRACK, IN LINE WITH A ROW OF POLES, AND ABOUT 1 FOOT LOWER THAN
 LX0066'THE TRACK.  A STANDARD DISK, STAMPED L 14 1935 AND SET IN THE TOP
 LX0066'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 LX0066
 LX0066                          STATION RECOVERY (1936)
 LX0066
 LX0066'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 LX0066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0943 ***********************************************************************
 LX0943  DESIGNATION -  L 15
 LX0943  PID         -  LX0943
 LX0943  STATE/COUNTY-  CT/FAIRFIELD
 LX0943  USGS QUAD   -  BETHEL (1984)
 LX0943
 LX0943                         *CURRENT SURVEY CONTROL
 LX0943  ___________________________________________________________________
 LX0943* NAD 83(1986)-  41 17 55.     (N)    073 26 59.     (W)     SCALED    
 LX0943* NAVD 88     -       143.330  (meters)     470.24   (feet)  POSTED    
 LX0943  ___________________________________________________________________
 LX0943  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0943  DYNAMIC HT  -         143.280 (meters)     470.08  (feet)  COMP
 LX0943  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 LX0943
 LX0943  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0943
 LX0943.The horizontal coordinates were scaled from a topographic map and have
 LX0943.an estimated accuracy of +/- 6 seconds.
 LX0943
 LX0943.The orthometric height was determined by differential leveling
 LX0943.and adjusted by the National Geodetic Survey in 1992..
 LX0943.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0943.rate of 2.1 thru 3.0 mm/km.
 LX0943
 LX0943.The geoid height was determined by GEOID03.
 LX0943
 LX0943.The dynamic height is computed by dividing the NAVD 88
 LX0943.geopotential number by the normal gravity value computed on the
 LX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0943.degrees latitude (g = 980.6199 gals.).
 LX0943
 LX0943.The modeled gravity was interpolated from observed gravity values.
 LX0943
 LX0943;                    North         East    Units  Estimated Accuracy
 LX0943;SPC CT       -   204,310.      246,200.      MT  (+/- 180 meters Scaled)
 LX0943
 LX0943                          SUPERSEDED SURVEY CONTROL
 LX0943
 LX0943  NGVD 29 (??/??/92)  143.628  (m)          471.22   (f) ADJ UNCH    2 0
 LX0943
 LX0943.Superseded values are not recommended for survey control.
 LX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0943.See file dsdata.txt to determine how the superseded data were derived.
 LX0943
 LX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL297730(NAD 83)
 LX0943_MARKER: DB = BENCH MARK DISK
 LX0943_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0943+WITH SETTING: PAVEMENT
 LX0943_STAMPING: L 15 1935
 LX0943_MARK LOGO: CGS   
 LX0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0943+STABILITY: SURFACE MOTION
 LX0943
 LX0943  HISTORY     - Date     Condition        Report By
 LX0943  HISTORY     - 1935     MONUMENTED       CGS
 LX0943  HISTORY     - 1959     GOOD             NGS
 LX0943  HISTORY     - 1983     GOOD             NGS
 LX0943  HISTORY     - 1984     GOOD             NGS
 LX0943  HISTORY     - 1985     GOOD             USPSQD
 LX0943
 LX0943                          STATION DESCRIPTION
 LX0943
 LX0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0943'AT TOPSTONE.
 LX0943'AT TOPSTONE, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0943'HARTFORD RAILROAD, 490 FEET SOUTH OF THE OLD STATION FOUNDATION,
 LX0943'IN THE SOUTHEAST CORNER OF BASE OF POWER-LINE TOWER 362, 10
 LX0943'FEET WEST OF THE WEST RAIL, AND 3 FEET HIGHER THAN THE RAIL.
 LX0943'A STANDARD DISK, STAMPED L 15 1935.
 LX0943
 LX0943                          STATION RECOVERY (1983)
 LX0943
 LX0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0943'RECOVERED IN GOOD CONDITION.
 LX0943
 LX0943                          STATION RECOVERY (1984)
 LX0943
 LX0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0943'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
 LX0943
 LX0943                          STATION RECOVERY (1985)
 LX0943
 LX0943'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0943'NOTE: SINCE THE DANBURY BRANCH OF THE RAILROAD IS NO LONGER
 LX0943'ELECTRIFIED, THE POWER-LINE TOWERS HAVE NOT BEEN PAINTED IN MANY
 LX0943'YEARS AND NOW BEAR NO VISIBLE MARKINGS. ALL THAT REMAINS OF THE
 LX0943'TOPSTONE RAILWAY STATION IS ONE SIDE OF THE FOUNDATION WHICH IS NOW
 LX0943'PART OF SOMEONE'S ROCK GARDEN. THE (NOW UNMARKED) POWER-LINE TOWE IS
 LX0943'LOCATED ABOUT 575 FEET SOUTH OF THE GRADE CROSSING OF TOPSTONE ROAD
 LX0943'ACROSS THE RAILROAD TRACKS, ABOUT 10 FEET WEST OF THE WEST RAIL, AND
 LX0943'3 FEET HIGHER THAN THE RAIL. SET INTO THE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0484 ***********************************************************************
 LX0484  DESIGNATION -  L 16
 LX0484  PID         -  LX0484
 LX0484  STATE/COUNTY-  CT/MIDDLESEX
 LX0484  USGS QUAD   -  HADDAM (1971)
 LX0484
 LX0484                         *CURRENT SURVEY CONTROL
 LX0484  ___________________________________________________________________
 LX0484* NAD 83(1986)-  41 29 17.     (N)    072 31 12.     (W)     SCALED    
 LX0484* NAVD 88     -         4.704  (meters)      15.43   (feet)  ADJUSTED  
 LX0484  ___________________________________________________________________
 LX0484  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0484  DYNAMIC HT  -           4.703 (meters)      15.43  (feet)  COMP
 LX0484  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 LX0484
 LX0484  VERT ORDER  -  SECOND    CLASS 0
 LX0484
 LX0484.The horizontal coordinates were scaled from a topographic map and have
 LX0484.an estimated accuracy of +/- 6 seconds.
 LX0484
 LX0484.The orthometric height was determined by differential leveling
 LX0484.and adjusted by the National Geodetic Survey in June 1991..
 LX0484
 LX0484.The geoid height was determined by GEOID03.
 LX0484
 LX0484.The dynamic height is computed by dividing the NAVD 88
 LX0484.geopotential number by the normal gravity value computed on the
 LX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0484.degrees latitude (g = 980.6199 gals.).
 LX0484
 LX0484.The modeled gravity was interpolated from observed gravity values.
 LX0484
 LX0484;                    North         East    Units  Estimated Accuracy
 LX0484;SPC CT       -   225,140.      324,010.      MT  (+/- 180 meters Scaled)
 LX0484
 LX0484                          SUPERSEDED SURVEY CONTROL
 LX0484
 LX0484  NGVD 29 (??/??/92)    5.010  (m)           16.44   (f) ADJ UNCH    2 0
 LX0484
 LX0484.Superseded values are not recommended for survey control.
 LX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0484.See file dsdata.txt to determine how the superseded data were derived.
 LX0484
 LX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL070959(NAD 83)
 LX0484_MARKER: DB = BENCH MARK DISK
 LX0484_SETTING: 0 = UNSPECIFIED SETTING
 LX0484_STAMPING: L 16 1935
 LX0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0484
 LX0484  HISTORY     - Date     Condition        Report By
 LX0484  HISTORY     - 1935     MONUMENTED       CGS
 LX0484  HISTORY     - 1951     GOOD             NGS
 LX0484  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0484
 LX0484                          STATION DESCRIPTION
 LX0484
 LX0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0484'1.9 MI S FROM HIGGANUM.
 LX0484'1.9 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0484'RAILROAD FROM THE STATION AT HIGGANUM, MIDDLESEX COUNTY, 35
 LX0484'FEET NORTHWEST OF A DIRT-ROAD CROSSING, 40 FEET EAST OF THE
 LX0484'CENTERLINE OF A HIGHWAY, 35 FEET WEST OF THE CENTERLINE OF THE
 LX0484'TRACK, IN LINE WITH A ROW OF POLES, 18 FEET SOUTH OF W.U.T. POLE
 LX0484'16+21, AND ABOUT LEVEL WITH THE TRACK.
 LX0484
 LX0484                          STATION RECOVERY (1951)
 LX0484
 LX0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LX0484'RECOVERED IN GOOD CONDITION.
 LX0484
 LX0484                          STATION RECOVERY (1972)
 LX0484
 LX0484'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0706 ***********************************************************************
 LX0706  DESIGNATION -  L 17
 LX0706  PID         -  LX0706
 LX0706  STATE/COUNTY-  CT/LITCHFIELD
 LX0706  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0706
 LX0706                         *CURRENT SURVEY CONTROL
 LX0706  ___________________________________________________________________
 LX0706* NAD 83(1986)-  41 55 44.     (N)    073 21 24.     (W)     SCALED    
 LX0706* NAVD 88     -       168.816  (meters)     553.86   (feet)  ADJUSTED  
 LX0706  ___________________________________________________________________
 LX0706  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0706  DYNAMIC HT  -         168.756 (meters)     553.66  (feet)  COMP
 LX0706  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 LX0706
 LX0706  VERT ORDER  -  SECOND    CLASS 0
 LX0706
 LX0706.The horizontal coordinates were scaled from a topographic map and have
 LX0706.an estimated accuracy of +/- 6 seconds.
 LX0706
 LX0706.The orthometric height was determined by differential leveling
 LX0706.and adjusted by the National Geodetic Survey in June 1991..
 LX0706
 LX0706.The geoid height was determined by GEOID03.
 LX0706
 LX0706.The dynamic height is computed by dividing the NAVD 88
 LX0706.geopotential number by the normal gravity value computed on the
 LX0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0706.degrees latitude (g = 980.6199 gals.).
 LX0706
 LX0706.The modeled gravity was interpolated from observed gravity values.
 LX0706
 LX0706;                    North         East    Units  Estimated Accuracy
 LX0706;SPC CT       -   274,250.      254,480.      MT  (+/- 180 meters Scaled)
 LX0706
 LX0706                          SUPERSEDED SURVEY CONTROL
 LX0706
 LX0706  NGVD 29 (??/??/92)  169.035  (m)          554.58   (f) ADJ UNCH    2 0
 LX0706
 LX0706.Superseded values are not recommended for survey control.
 LX0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0706.See file dsdata.txt to determine how the superseded data were derived.
 LX0706
 LX0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM362431(NAD 83)
 LX0706_MARKER: DB = BENCH MARK DISK
 LX0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0706_STAMPING: L 17 1935
 LX0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0706+STABILITY: SURFACE MOTION
 LX0706
 LX0706  HISTORY     - Date     Condition        Report By
 LX0706  HISTORY     - 1935     MONUMENTED       CGS
 LX0706  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0706  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0706
 LX0706                          STATION DESCRIPTION
 LX0706
 LX0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0706'0.4 MI S FROM LIMEROCK.
 LX0706'0.4 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0706'RAILROAD FROM THE STATION AT LIMEROCK, LITCHFIELD COUNTY, 90
 LX0706'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BORDEN MILK
 LX0706'PLANT, 60 FEET EAST OF A ROAD CROSSING, 40 FEET SOUTHEAST OF
 LX0706'POLE 630/35, 4 FEET WEST OF TELEPHONE POLE 820, AND LEVEL WITH
 LX0706'THE RAIL.  A STANDARD DISK, STAMPED L 17 1935 AND SET IN THE TOP OF
 LX0706'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LX0706
 LX0706                          STATION RECOVERY (1972)
 LX0706
 LX0706'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0706'MARK NOT FOUND.
 LX0706
 LX0706                          STATION RECOVERY (1984)
 LX0706
 LX0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0706'NOT RECOVERED, DESCRIPTION IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1154 ***********************************************************************
 LX1154  DESIGNATION -  L 18
 LX1154  PID         -  LX1154
 LX1154  STATE/COUNTY-  CT/FAIRFIELD
 LX1154  USGS QUAD   -  STAMFORD (1984)
 LX1154
 LX1154                         *CURRENT SURVEY CONTROL
 LX1154  ___________________________________________________________________
 LX1154* NAD 83(1986)-  41 01 17.     (N)    073 37 22.     (W)     SCALED    
 LX1154* NAVD 88     -         9.950  (meters)      32.64   (feet)  ADJUSTED  
 LX1154  ___________________________________________________________________
 LX1154  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX1154  DYNAMIC HT  -           9.946 (meters)      32.63  (feet)  COMP
 LX1154  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LX1154
 LX1154  VERT ORDER  -  SECOND    CLASS 0
 LX1154
 LX1154.The horizontal coordinates were scaled from a topographic map and have
 LX1154.an estimated accuracy of +/- 6 seconds.
 LX1154
 LX1154.The orthometric height was determined by differential leveling
 LX1154.and adjusted by the National Geodetic Survey in June 1991..
 LX1154
 LX1154.The geoid height was determined by GEOID03.
 LX1154
 LX1154.The dynamic height is computed by dividing the NAVD 88
 LX1154.geopotential number by the normal gravity value computed on the
 LX1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1154.degrees latitude (g = 980.6199 gals.).
 LX1154
 LX1154.The modeled gravity was interpolated from observed gravity values.
 LX1154
 LX1154;                    North         East    Units  Estimated Accuracy
 LX1154;SPC CT       -   173,660.      231,390.      MT  (+/- 180 meters Scaled)
 LX1154
 LX1154                          SUPERSEDED SURVEY CONTROL
 LX1154
 LX1154  NGVD 29 (??/??/92)   10.286  (m)           33.75   (f) ADJ UNCH    2 0
 LX1154
 LX1154.Superseded values are not recommended for survey control.
 LX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1154.See file dsdata.txt to determine how the superseded data were derived.
 LX1154
 LX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL157420(NAD 83)
 LX1154_MARKER: DB = BENCH MARK DISK
 LX1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1154_SP_SET: TOWER BASE
 LX1154_STAMPING: L 18 1937
 LX1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1154
 LX1154  HISTORY     - Date     Condition        Report By
 LX1154  HISTORY     - 1937     MONUMENTED       CGS
 LX1154  HISTORY     - 1965     GOOD             NGS
 LX1154
 LX1154                          STATION DESCRIPTION
 LX1154
 LX1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1154'AT GREENWICH.
 LX1154'AT GREENWICH, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1154'RAILROAD, ABOUT 600 FEET EAST OF THE STATION AT GREENWICH, 360
 LX1154'FEET EAST OF THE EAST END OF THE RAILROAD OVERPASS OVER GREENWICH
 LX1154'AVENUE, NEAR THE MIDDLE OF THE FIRST ROCK CUT EAST OF THE
 LX1154'STATION, SET ON THE TOP OF THE NORTHEAST CORNER OF CONCRETE BASE
 LX1154'FOR ELECTRIC TOWER NO. X 283, 10 FEET SOUTH OF THE SOUTH RAIL OF
 LX1154'SOUTH TRACK, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0726 ***********************************************************************
 LX0726  DESIGNATION -  L 19
 LX0726  PID         -  LX0726
 LX0726  STATE/COUNTY-  CT/LITCHFIELD
 LX0726  USGS QUAD   -  WINSTED (1984)
 LX0726
 LX0726                         *CURRENT SURVEY CONTROL
 LX0726  ___________________________________________________________________
 LX0726* NAD 83(1986)-  41 54 36.     (N)    073 01 29.     (W)     SCALED    
 LX0726* NAVD 88     -       199.014  (meters)     652.93   (feet)  ADJUSTED  
 LX0726  ___________________________________________________________________
 LX0726  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LX0726  DYNAMIC HT  -         198.950 (meters)     652.72  (feet)  COMP
 LX0726  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LX0726
 LX0726  VERT ORDER  -  FIRST     CLASS II
 LX0726
 LX0726.The horizontal coordinates were scaled from a topographic map and have
 LX0726.an estimated accuracy of +/- 6 seconds.
 LX0726
 LX0726.The orthometric height was determined by differential leveling
 LX0726.and adjusted by the National Geodetic Survey in June 1991..
 LX0726
 LX0726.The geoid height was determined by GEOID03.
 LX0726
 LX0726.The dynamic height is computed by dividing the NAVD 88
 LX0726.geopotential number by the normal gravity value computed on the
 LX0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0726.degrees latitude (g = 980.6199 gals.).
 LX0726
 LX0726.The modeled gravity was interpolated from observed gravity values.
 LX0726
 LX0726;                    North         East    Units  Estimated Accuracy
 LX0726;SPC CT       -   272,010.      282,010.      MT  (+/- 180 meters Scaled)
 LX0726
 LX0726                          SUPERSEDED SURVEY CONTROL
 LX0726
 LX0726  NGVD 29 (??/??/92)  199.242  (m)          653.68   (f) ADJ UNCH    1 2
 LX0726
 LX0726.Superseded values are not recommended for survey control.
 LX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0726.See file dsdata.txt to determine how the superseded data were derived.
 LX0726
 LX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM638416(NAD 83)
 LX0726_MARKER: DB = BENCH MARK DISK
 LX0726_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0726_SP_SET: ABUTMENT
 LX0726_STAMPING: L 19 1935
 LX0726_MARK LOGO: CGS   
 LX0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0726
 LX0726  HISTORY     - Date     Condition        Report By
 LX0726  HISTORY     - 1935     MONUMENTED       CGS
 LX0726  HISTORY     - 1936     GOOD             NGS
 LX0726  HISTORY     - 1942     MARK NOT FOUND   CTDT
 LX0726  HISTORY     - 1972     GOOD             CTGS
 LX0726  HISTORY     - 1984     GOOD             NGS
 LX0726
 LX0726                          STATION DESCRIPTION
 LX0726
 LX0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LX0726'2.9 MI E FROM WINSTED.
 LX0726'2.9 MILES EAST ALONG THE OLD ROADBED OF THE ABANDONED NEW YORK, NEW
 LX0726'HAVEN AND HARTFORD RAILROAD FROM THE STATION AT WINSTED, LITCHFIELD
 LX0726'COUNTY, AT 50-FOOT-SPAN GIRDER BRIDGE 32.56, IN THE SOUTH SIDE
 LX0726'OF THE EAST ABUTMENT, 4 FEET SOUTH OF THE OLD ROADBED, AND
 LX0726'ABOUT 4 FEET LOWER THAN THE ROADBED.  A STANDARD DISK, STAMPED
 LX0726'L 19 1935.  NOTE-- THE RAILS, MILEPOSTS AND BRIDGE DECKS HAVE
 LX0726'BEEN REMOVED AND THE OLD RAILROAD BED IS NOT EASILY ACCESSIBLE
 LX0726'FROM THE HIGHWAY.
 LX0726
 LX0726                          STATION RECOVERY (1942)
 LX0726
 LX0726'RECOVERY NOTE BY CT DEPT OF TRANSP 1942
 LX0726'MARK NOT FOUND.
 LX0726
 LX0726                          STATION RECOVERY (1972)
 LX0726
 LX0726'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0726'RECOVERED IN GOOD CONDITION.
 LX0726
 LX0726                          STATION RECOVERY (1984)
 LX0726
 LX0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0726'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 4.7 KM (2.9 MI)
 LX0726'EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN WINSTED,
 LX0726'THENCE 0.2 KM (0.15 MI) SOUTH ALONG A GRAVEL ROAD, THENCE 0.2 KM
 LX0726'(0.1 MI) WEST ALONG AN OLD ABANDON RAILROAD BED TO THE MARK, IN TOP OF
 LX0726'THE SOUTH END OF THE EAST ABUTMENT OF THE RAILROAD BRIDGE OVER A
 LX0726'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0837 ***********************************************************************
 LX0837  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0837  DESIGNATION -  L 2
 LX0837  PID         -  LX0837
 LX0837  STATE/COUNTY-  CT/FAIRFIELD
 LX0837  USGS QUAD   -  BRIDGEPORT (1984)
 LX0837
 LX0837                         *CURRENT SURVEY CONTROL
 LX0837  ___________________________________________________________________
 LX0837* NAD 83(1986)-  41 09 36.     (N)    073 12 44.     (W)     SCALED    
 LX0837* NAVD 88     -         3.020  (meters)       9.91   (feet)  ADJUSTED  
 LX0837  ___________________________________________________________________
 LX0837  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0837  DYNAMIC HT  -           3.019 (meters)       9.90  (feet)  COMP
 LX0837  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LX0837
 LX0837  VERT ORDER  -  FIRST     CLASS I
 LX0837
 LX0837.The horizontal coordinates were scaled from a topographic map and have
 LX0837.an estimated accuracy of +/- 6 seconds.
 LX0837
 LX0837.The orthometric height was determined by differential leveling
 LX0837.and adjusted by the National Geodetic Survey in June 1991..
 LX0837
 LX0837.This Tidal Bench Mark is designated as VM 17320
 LX0837.by the Center for Operational Oceanographic Products and Services.
 LX0837
 LX0837.The geoid height was determined by GEOID03.
 LX0837
 LX0837.The dynamic height is computed by dividing the NAVD 88
 LX0837.geopotential number by the normal gravity value computed on the
 LX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0837.degrees latitude (g = 980.6199 gals.).
 LX0837
 LX0837.The modeled gravity was interpolated from observed gravity values.
 LX0837
 LX0837;                    North         East    Units  Estimated Accuracy
 LX0837;SPC CT       -   188,780.      266,010.      MT  (+/- 180 meters Scaled)
 LX0837
 LX0837                          SUPERSEDED SURVEY CONTROL
 LX0837
 LX0837  NGVD 29 (??/??/92)    3.354  (m)           11.00   (f) ADJ UNCH    1 1
 LX0837
 LX0837.Superseded values are not recommended for survey control.
 LX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0837.See file dsdata.txt to determine how the superseded data were derived.
 LX0837
 LX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL499580(NAD 83)
 LX0837_MARKER: DD = SURVEY DISK
 LX0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0837_SP_SET: BUILDING
 LX0837_STAMPING: 11.11 L 2 1922
 LX0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0837
 LX0837  HISTORY     - Date     Condition        Report By
 LX0837  HISTORY     - 1922     MONUMENTED       USGS
 LX0837  HISTORY     - 1965     GOOD             NGS
 LX0837  HISTORY     - 1983     GOOD             USPSQD
 LX0837
 LX0837                          STATION DESCRIPTION
 LX0837
 LX0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0837'AT BRIDGEPORT.
 LX0837'AT BRIDGEPORT, NEAR THE SOUTH END OF BOSTWICK AVENUE, AT THE
 LX0837'BRIDGEPORT SEWAGE PLANT NO. 1, SET IN THE TOP OF THE CONCRETE
 LX0837'FOUNDATION WHICH PROJECTS OUT ABOUT 1 1/2 FEET SOUTH ALONG
 LX0837'THE SOUTH SIDE OF THE SOUTH BUILDING OF SEVERAL BRICK BUILDINGS,
 LX0837'19.2 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH WING OF THE
 LX0837'SOUTH BUILDING, 2 FEET EAST OF THE EAST FACE OF THE MARBLE
 LX0837'BLOCK WHICH IS AT THE EAST END OF THE STEP AT SOUTH ENTRANCE
 LX0837'TO BUILDING, 1 FOOT SOUTH OF THE SOUTH WALL OF BUILDING AND 1/2
 LX0837'FOOT BELOW THE LEVEL OF THE GROUND.
 LX0837
 LX0837                          STATION RECOVERY (1983)
 LX0837
 LX0837'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0837'AT BRIDGEPORT NEAR THE SOUTHEND OF BOSTWICK AVENUE, AT THE BRIDGEPORT
 LX0837'SEWAGE PLANT NO. 1, SET IN THE TOP OF THE CONCRETE FOUNDATION WHICH
 LX0837'PROJECTS OUT ABOUT ONE AND ONE HALF FEET SOUTH ALONG THE SOUTH SIDE
 LX0837'OF THE SOUTH BUILDING OF SEVERAL BRICK BUILDINGS, 19.2 FEET WEST OF
 LX0837'THE SOUTHEAST CORNER OF THE SOUTH WING OF THE SOUTH BUILDING, 2 FEET
 LX0837'EAST OF THE EAST FACE OF THE MARBLE BLOCK WHICH IS AT THE EASTEND OF
 LX0837'THE STEP AT SOUTH ENTRANCE TO BUILDING, 1 FOOT SOUTH OF THE SOUTH
 LX0837'WALL OF BUILDING AND ONE HALF FOOT BELOW LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1152 ***********************************************************************
 LX1152  DESIGNATION -  L 31
 LX1152  PID         -  LX1152
 LX1152  STATE/COUNTY-  CT/FAIRFIELD
 LX1152  USGS QUAD   -  GLENVILLE (1971)
 LX1152
 LX1152                         *CURRENT SURVEY CONTROL
 LX1152  ___________________________________________________________________
 LX1152* NAD 83(1986)-  41 01 25.     (N)    073 37 30.     (W)     SCALED    
 LX1152* NAVD 88     -        18.322  (meters)      60.11   (feet)  ADJUSTED  
 LX1152  ___________________________________________________________________
 LX1152  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX1152  DYNAMIC HT  -          18.315 (meters)      60.09  (feet)  COMP
 LX1152  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LX1152
 LX1152  VERT ORDER  -  FIRST     CLASS I
 LX1152
 LX1152.The horizontal coordinates were scaled from a topographic map and have
 LX1152.an estimated accuracy of +/- 6 seconds.
 LX1152
 LX1152.The orthometric height was determined by differential leveling
 LX1152.and adjusted by the National Geodetic Survey in June 1991..
 LX1152
 LX1152.The geoid height was determined by GEOID03.
 LX1152
 LX1152.The dynamic height is computed by dividing the NAVD 88
 LX1152.geopotential number by the normal gravity value computed on the
 LX1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1152.degrees latitude (g = 980.6199 gals.).
 LX1152
 LX1152.The modeled gravity was interpolated from observed gravity values.
 LX1152
 LX1152;                    North         East    Units  Estimated Accuracy
 LX1152;SPC CT       -   173,910.      231,210.      MT  (+/- 180 meters Scaled)
 LX1152
 LX1152                          SUPERSEDED SURVEY CONTROL
 LX1152
 LX1152  NGVD 29 (??/??/92)   18.658  (m)           61.21   (f) ADJ UNCH    1 1
 LX1152
 LX1152.Superseded values are not recommended for survey control.
 LX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1152.See file dsdata.txt to determine how the superseded data were derived.
 LX1152
 LX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL156422(NAD 83)
 LX1152_MARKER: DB = BENCH MARK DISK
 LX1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1152_SP_SET: BUILDING WALL
 LX1152_STAMPING: L 31 1965
 LX1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1152
 LX1152  HISTORY     - Date     Condition        Report By
 LX1152  HISTORY     - 1965     MONUMENTED       CGS
 LX1152  HISTORY     - 1983     GOOD             NGS
 LX1152  HISTORY     - 1984     GOOD             USPSQD
 LX1152  HISTORY     - 1989     GOOD             USPSQD
 LX1152  HISTORY     - 1990     GOOD             USPSQD
 LX1152
 LX1152                          STATION DESCRIPTION
 LX1152
 LX1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1152'AT GREENWICH.
 LX1152'AT GREENWICH, AT THE GREENWIC POST OFFICE, NEAR THE INTERSECTION
 LX1152'OF GREENWICH AVENUE AND ARCH STREET, SET VERTICALLY IN THE EAST
 LX1152'STONE FACE OF THE BUILDING AND NEAR THE SOUTHEAST CORNER OF
 LX1152'BUILDING, 19.8 FEET WEST OF THE WEST CURB OF GREENWICH AVENUE,
 LX1152'0.7 FOOT NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND 3
 LX1152'FEET ABOVE THE LEVEL OF THE GROUND.
 LX1152
 LX1152                          STATION RECOVERY (1983)
 LX1152
 LX1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1152'RECOVERED IN GOOD CONDITION.
 LX1152
 LX1152                          STATION RECOVERY (1984)
 LX1152
 LX1152'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1152'RECOVERED IN GOOD CONDITION.
 LX1152
 LX1152                          STATION RECOVERY (1989)
 LX1152
 LX1152'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1152'RECOVERED IN GOOD CONDITION.
 LX1152
 LX1152                          STATION RECOVERY (1990)
 LX1152
 LX1152'RECOVERY NOTE BY US POWER SQUADRON 1990 (WLS)
 LX1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0364 ***********************************************************************
 LX0364  DESIGNATION -  L 3=137
 LX0364  PID         -  LX0364
 LX0364  STATE/COUNTY-  CT/NEW HAVEN
 LX0364  USGS QUAD   -  NEW HAVEN (1984)
 LX0364
 LX0364                         *CURRENT SURVEY CONTROL
 LX0364  ___________________________________________________________________
 LX0364* NAD 83(1986)-  41 15 28.     (N)    072 59 02.     (W)     SCALED    
 LX0364* NAVD 88     -        22.845  (meters)      74.95   (feet)  POSTED    
 LX0364  ___________________________________________________________________
 LX0364  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0364  DYNAMIC HT  -          22.840 (meters)      74.93  (feet)  COMP
 LX0364  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 LX0364
 LX0364  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0364
 LX0364.The horizontal coordinates were scaled from a topographic map and have
 LX0364.an estimated accuracy of +/- 6 seconds.
 LX0364
 LX0364.The orthometric height was determined by differential leveling
 LX0364.and adjusted by the National Geodetic Survey in 1992..
 LX0364.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0364.rate of 0.0 thru 1.0 mm/km.
 LX0364
 LX0364.The geoid height was determined by GEOID03.
 LX0364
 LX0364.The dynamic height is computed by dividing the NAVD 88
 LX0364.geopotential number by the normal gravity value computed on the
 LX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0364.degrees latitude (g = 980.6199 gals.).
 LX0364
 LX0364.The modeled gravity was interpolated from observed gravity values.
 LX0364
 LX0364;                    North         East    Units  Estimated Accuracy
 LX0364;SPC CT       -   199,560.      285,200.      MT  (+/- 180 meters Scaled)
 LX0364
 LX0364                          SUPERSEDED SURVEY CONTROL
 LX0364
 LX0364.No superseded survey control is available for this station.
 LX0364
 LX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL689693(NAD 83)
 LX0364_MARKER: DB = BENCH MARK DISK
 LX0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0364_SP_SET: STONE
 LX0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0364+STABILITY: SURFACE MOTION
 LX0364
 LX0364  HISTORY     - Date     Condition        Report By
 LX0364  HISTORY     - UNK      MONUMENTED       DOD
 LX0364  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0364
 LX0364                          STATION DESCRIPTION
 LX0364
 LX0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0364'2 MI SW FROM WEST HAVEN.
 LX0364'2 MILES SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0364'RAILROAD FROM THE CAMPBELL AVENUE STATION AT WEST HAVEN, NEW
 LX0364'HAVEN COUNTY, 41 FEET SOUTHWEST OF POWER-LINE TOWER 995, AT
 LX0364'BRIDGE 56.16 OVER MORGAN LANE, ON THE NORTHWEST CORNER OF THE
 LX0364'NORTH PARAPET, 6.3 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 LX0364'ABOUT ONE FOOT LOWER THAN THE TRACK.  A KNOB CUT IN THE STONE.
 LX0364'NOTE-- IT WAS REPORTED IN SEPTEMBER 1934 THAT THE STATION FORMERLY
 LX0364'KNOWN AS WEST HAVEN AT CAMPBELL AVENUE IS NOW BEING USED AND THE
 LX0364'BUILDING MAY BE DEMOLISHED IN THE NEAR FUTURE.  NOTE-- NO MARKING
 LX0364'FOUND ON NORTHWEST CORNER OF NORTH PARAPET.  BRIDGE PROBABLY REPAIRED
 LX0364'AND MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0773 ***********************************************************************
 LX0773  DESIGNATION -  L 32
 LX0773  PID         -  LX0773
 LX0773  STATE/COUNTY-  CT/FAIRFIELD
 LX0773  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0773
 LX0773                         *CURRENT SURVEY CONTROL
 LX0773  ___________________________________________________________________
 LX0773* NAD 83(1986)-  41 04 21.     (N)    073 28 30.     (W)     SCALED    
 LX0773* NAVD 88     -        11.766  (meters)      38.60   (feet)  ADJUSTED  
 LX0773  ___________________________________________________________________
 LX0773  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX0773  DYNAMIC HT  -          11.762 (meters)      38.59  (feet)  COMP
 LX0773  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LX0773
 LX0773  VERT ORDER  -  FIRST     CLASS I
 LX0773
 LX0773.The horizontal coordinates were scaled from a topographic map and have
 LX0773.an estimated accuracy of +/- 6 seconds.
 LX0773
 LX0773.The orthometric height was determined by differential leveling
 LX0773.and adjusted by the National Geodetic Survey in June 1991..
 LX0773
 LX0773.The geoid height was determined by GEOID03.
 LX0773
 LX0773.The dynamic height is computed by dividing the NAVD 88
 LX0773.geopotential number by the normal gravity value computed on the
 LX0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0773.degrees latitude (g = 980.6199 gals.).
 LX0773
 LX0773.The modeled gravity was interpolated from observed gravity values.
 LX0773
 LX0773;                    North         East    Units  Estimated Accuracy
 LX0773;SPC CT       -   179,220.      243,870.      MT  (+/- 180 meters Scaled)
 LX0773
 LX0773                          SUPERSEDED SURVEY CONTROL
 LX0773
 LX0773  NGVD 29 (??/??/92)   12.105  (m)           39.71   (f) ADJ UNCH    1 1
 LX0773
 LX0773.Superseded values are not recommended for survey control.
 LX0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0773.See file dsdata.txt to determine how the superseded data were derived.
 LX0773
 LX0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL281479(NAD 83)
 LX0773_MARKER: DB = BENCH MARK DISK
 LX0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0773_SP_SET: OVERPASS
 LX0773_STAMPING: L 32 1965
 LX0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0773
 LX0773  HISTORY     - Date     Condition        Report By
 LX0773  HISTORY     - 1965     MONUMENTED       CGS
 LX0773  HISTORY     - 1983     GOOD             NGS
 LX0773
 LX0773                          STATION DESCRIPTION
 LX0773
 LX0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0773'0.4 MI SW FROM DARIEN.
 LX0773'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE NY. NH AND H
 LX0773'RAILROAD OVERPASS AT DARIEN, SET VERTICALLY IN THE NORTHWEST
 LX0773'CONCRETE FACE OF THE CONNECTICUT TURNPIKE OVERPASS OVER THE
 LX0773'HIGHWAY, 1.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 LX0773'ABUTMENT OF THE OVERPASS, 36 FEET SOUTHEAST OF THE CENTER LINE
 LX0773'OF THE HIGHWAY AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0773
 LX0773                          STATION RECOVERY (1983)
 LX0773
 LX0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0824 ***********************************************************************
 LX0824  DESIGNATION -  L 33
 LX0824  PID         -  LX0824
 LX0824  STATE/COUNTY-  CT/FAIRFIELD
 LX0824  USGS QUAD   -  WESTPORT (1975)
 LX0824
 LX0824                         *CURRENT SURVEY CONTROL
 LX0824  ___________________________________________________________________
 LX0824* NAD 83(1986)-  41 08 22.     (N)    073 16 51.     (W)     SCALED    
 LX0824* NAVD 88     -        15.859  (meters)      52.03   (feet)  ADJUSTED  
 LX0824  ___________________________________________________________________
 LX0824  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0824  DYNAMIC HT  -          15.854 (meters)      52.01  (feet)  COMP
 LX0824  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 LX0824
 LX0824  VERT ORDER  -  FIRST     CLASS I
 LX0824
 LX0824.The horizontal coordinates were scaled from a topographic map and have
 LX0824.an estimated accuracy of +/- 6 seconds.
 LX0824
 LX0824.The orthometric height was determined by differential leveling
 LX0824.and adjusted by the National Geodetic Survey in June 1991..
 LX0824
 LX0824.The geoid height was determined by GEOID03.
 LX0824
 LX0824.The dynamic height is computed by dividing the NAVD 88
 LX0824.geopotential number by the normal gravity value computed on the
 LX0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0824.degrees latitude (g = 980.6199 gals.).
 LX0824
 LX0824.The modeled gravity was interpolated from observed gravity values.
 LX0824
 LX0824;                    North         East    Units  Estimated Accuracy
 LX0824;SPC CT       -   186,530.      260,230.      MT  (+/- 180 meters Scaled)
 LX0824
 LX0824                          SUPERSEDED SURVEY CONTROL
 LX0824
 LX0824  NGVD 29 (??/??/92)   16.189  (m)           53.11   (f) ADJ UNCH    1 1
 LX0824
 LX0824.Superseded values are not recommended for survey control.
 LX0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0824.See file dsdata.txt to determine how the superseded data were derived.
 LX0824
 LX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL442556(NAD 83)
 LX0824_MARKER: DB = BENCH MARK DISK
 LX0824_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0824_STAMPING: L 33 1965
 LX0824_MARK LOGO: CGS   
 LX0824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0824
 LX0824  HISTORY     - Date     Condition        Report By
 LX0824  HISTORY     - 1965     MONUMENTED       CGS
 LX0824  HISTORY     - 1982     GOOD             CTGS
 LX0824  HISTORY     - 1983     GOOD             NGS
 LX0824  HISTORY     - 1985     GOOD             USPSQD
 LX0824
 LX0824                          STATION DESCRIPTION
 LX0824
 LX0824'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982
 LX0824'0.6 KM NE FROM SOUTHPORT.
 LX0824'THE BENCH MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION
 LX0824'AS DESCRIBED IN VERTICAL CONTROL DATA, BY COAST AND
 LX0824'GEODETIC SURVEY DATED 1965.
 LX0824'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX0824'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX0824'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX0824
 LX0824                          STATION RECOVERY (1983)
 LX0824
 LX0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0824'RECOVERED IN GOOD CONDITION.
 LX0824
 LX0824                          STATION RECOVERY (1985)
 LX0824
 LX0824'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0824'BENCH MARK, POST ROAD, FAIRFIELD CT--LOCATED ON BRIDGE ABUTMENT ON
 LX0824'HIGHWAY AND RAILROAD OVERPASS, SOUTHEAST CORNER OF POST ROAD BRIDGE,
 LX0824'OVER NEW HAVEN RAILROAD AND A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0915 ***********************************************************************
 LX0915  DESIGNATION -  L 34
 LX0915  PID         -  LX0915
 LX0915  STATE/COUNTY-  CT/NEW HAVEN
 LX0915  USGS QUAD   -  ANSONIA (1984)
 LX0915
 LX0915                         *CURRENT SURVEY CONTROL
 LX0915  ___________________________________________________________________
 LX0915* NAD 83(1986)-  41 15 30.     (N)    073 00 42.     (W)     SCALED    
 LX0915* NAVD 88     -        20.174  (meters)      66.19   (feet)  ADJUSTED  
 LX0915  ___________________________________________________________________
 LX0915  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX0915  DYNAMIC HT  -          20.167 (meters)      66.16  (feet)  COMP
 LX0915  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX0915
 LX0915  VERT ORDER  -  FIRST     CLASS I
 LX0915
 LX0915.The horizontal coordinates were scaled from a topographic map and have
 LX0915.an estimated accuracy of +/- 6 seconds.
 LX0915
 LX0915.The orthometric height was determined by differential leveling
 LX0915.and adjusted by the National Geodetic Survey in June 1991..
 LX0915
 LX0915.The geoid height was determined by GEOID03.
 LX0915
 LX0915.The dynamic height is computed by dividing the NAVD 88
 LX0915.geopotential number by the normal gravity value computed on the
 LX0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0915.degrees latitude (g = 980.6199 gals.).
 LX0915
 LX0915.The modeled gravity was interpolated from observed gravity values.
 LX0915
 LX0915;                    North         East    Units  Estimated Accuracy
 LX0915;SPC CT       -   199,630.      282,870.      MT  (+/- 180 meters Scaled)
 LX0915
 LX0915                          SUPERSEDED SURVEY CONTROL
 LX0915
 LX0915  NGVD 29 (??/??/92)   20.500  (m)           67.26   (f) ADJ UNCH    1 1
 LX0915
 LX0915.Superseded values are not recommended for survey control.
 LX0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0915.See file dsdata.txt to determine how the superseded data were derived.
 LX0915
 LX0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL665693(NAD 83)
 LX0915_MARKER: DB = BENCH MARK DISK
 LX0915_SETTING: 66 = SET IN ROCK OUTCROP
 LX0915_SP_SET: ROCK LEDGE
 LX0915_STAMPING: L 34 1965
 LX0915_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0915+STABILITY: POSITION/ELEVATION WELL
 LX0915
 LX0915  HISTORY     - Date     Condition        Report By
 LX0915  HISTORY     - 1965     MONUMENTED       CGS
 LX0915  HISTORY     - 1985     GOOD             USPSQD
 LX0915  HISTORY     - 1988     GOOD             USPSQD
 LX0915
 LX0915                          STATION DESCRIPTION
 LX0915
 LX0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0915'1.5 MI NE FROM MILFORD.
 LX0915'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE PARCEL
 LX0915'POST STATION POST OFFICE AT MILFORD, AT ORANGE, ABOUT 110 YARDS
 LX0915'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 152 LEADING NORTHWEST,
 LX0915'SET IN THE TOP OF A ROCK LEDGE WHICH IS ABOUT 8 FEET LONG AND
 LX0915'IS PART OF A HIGH BANK ALONG THE NORTH SIDE OF THE HIGHWAY,
 LX0915'38 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 3 1/2
 LX0915'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0915
 LX0915                          STATION RECOVERY (1985)
 LX0915
 LX0915'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0915'RECOVERED IN GOOD CONDITION.
 LX0915
 LX0915                          STATION RECOVERY (1988)
 LX0915
 LX0915'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0419 ***********************************************************************
 LX0419  DESIGNATION -  L 35
 LX0419  PID         -  LX0419
 LX0419  STATE/COUNTY-  CT/NEW HAVEN
 LX0419  USGS QUAD   -  BRANFORD (1984)
 LX0419
 LX0419                         *CURRENT SURVEY CONTROL
 LX0419  ___________________________________________________________________
 LX0419* NAD 83(1986)-  41 16 59.     (N)    072 45 51.     (W)     SCALED    
 LX0419* NAVD 88     -        12.731  (meters)      41.77   (feet)  ADJUSTED  
 LX0419  ___________________________________________________________________
 LX0419  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX0419  DYNAMIC HT  -          12.727 (meters)      41.76  (feet)  COMP
 LX0419  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 LX0419
 LX0419  VERT ORDER  -  FIRST     CLASS I
 LX0419
 LX0419.The horizontal coordinates were scaled from a topographic map and have
 LX0419.an estimated accuracy of +/- 6 seconds.
 LX0419
 LX0419.The orthometric height was determined by differential leveling
 LX0419.and adjusted by the National Geodetic Survey in June 1991..
 LX0419
 LX0419.The geoid height was determined by GEOID03.
 LX0419
 LX0419.The dynamic height is computed by dividing the NAVD 88
 LX0419.geopotential number by the normal gravity value computed on the
 LX0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0419.degrees latitude (g = 980.6199 gals.).
 LX0419
 LX0419.The modeled gravity was interpolated from observed gravity values.
 LX0419
 LX0419;                    North         East    Units  Estimated Accuracy
 LX0419;SPC CT       -   202,350.      303,610.      MT  (+/- 180 meters Scaled)
 LX0419
 LX0419                          SUPERSEDED SURVEY CONTROL
 LX0419
 LX0419  NGVD 29 (??/??/92)   13.039  (m)           42.78   (f) ADJ UNCH    1 1
 LX0419
 LX0419.Superseded values are not recommended for survey control.
 LX0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0419.See file dsdata.txt to determine how the superseded data were derived.
 LX0419
 LX0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL872725(NAD 83)
 LX0419_MARKER: DB = BENCH MARK DISK
 LX0419_SETTING: 66 = SET IN ROCK OUTCROP
 LX0419_SP_SET: ROCK LEDGE
 LX0419_STAMPING: L 35 1965
 LX0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0419+STABILITY: POSITION/ELEVATION WELL
 LX0419
 LX0419  HISTORY     - Date     Condition        Report By
 LX0419  HISTORY     - 1965     MONUMENTED       CGS
 LX0419  HISTORY     - 19910420 GOOD             USPSQD
 LX0419
 LX0419                          STATION DESCRIPTION
 LX0419
 LX0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0419'0.7 MI NW FROM STONY CREEK.
 LX0419'0.7 MILE NORTHWEST ALONG STONY CREEK ROAD (STATE HIGHWAY 146)
 LX0419'FROM THE INTERSECTION OF LEETES ISLAND ROAD AT STONY CREEK,
 LX0419'ABOUT 0.6 MILE SOUTHEAST OF THE JUNCTION OF DAMASCUS ROAD AND
 LX0419'THE DAMASCUS CEMETERY, ON TOP OF A SHORT STEEP HILL, AT THE
 LX0419'JUNCTION OF A DIM ROAD LEADING SOUTH, NEAR THE NORTH END OF A
 LX0419'DEEP RAVINE, SET ON THE TOP OF A ROCK LEDGE WHICH IS 40 FEET
 LX0419'LONG-25 FEET WIDE AND 6 FEET HIGH ON THE WEST SIDE, 76 FEET
 LX0419'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5 1/2 FEET NORTHWEST
 LX0419'OF THE SOUTHEAST END OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF
 LX0419'THE ROAD.
 LX0419
 LX0419                          STATION RECOVERY (1991)
 LX0419
 LX0419'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0103 ***********************************************************************
 LX0103  DESIGNATION -  L 36
 LX0103  PID         -  LX0103
 LX0103  STATE/COUNTY-  CT/NEW LONDON
 LX0103  USGS QUAD   -  OLD LYME (1976)
 LX0103
 LX0103                         *CURRENT SURVEY CONTROL
 LX0103  ___________________________________________________________________
 LX0103* NAD 83(1986)-  41 19 11.     (N)    072 20 38.     (W)     SCALED    
 LX0103* NAVD 88     -        25.384  (meters)      83.28   (feet)  ADJUSTED  
 LX0103  ___________________________________________________________________
 LX0103  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX0103  DYNAMIC HT  -          25.376 (meters)      83.25  (feet)  COMP
 LX0103  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX0103
 LX0103  VERT ORDER  -  FIRST     CLASS I
 LX0103
 LX0103.The horizontal coordinates were scaled from a topographic map and have
 LX0103.an estimated accuracy of +/- 6 seconds.
 LX0103
 LX0103.The orthometric height was determined by differential leveling
 LX0103.and adjusted by the National Geodetic Survey in June 1991..
 LX0103
 LX0103.The geoid height was determined by GEOID03.
 LX0103
 LX0103.The dynamic height is computed by dividing the NAVD 88
 LX0103.geopotential number by the normal gravity value computed on the
 LX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0103.degrees latitude (g = 980.6199 gals.).
 LX0103
 LX0103.The modeled gravity was interpolated from observed gravity values.
 LX0103
 LX0103;                    North         East    Units  Estimated Accuracy
 LX0103;SPC CT       -   206,500.      338,800.      MT  (+/- 180 meters Scaled)
 LX0103
 LX0103                          SUPERSEDED SURVEY CONTROL
 LX0103
 LX0103  NGVD 29 (??/??/92)   25.693  (m)           84.29   (f) ADJ UNCH    1 1
 LX0103
 LX0103.Superseded values are not recommended for survey control.
 LX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0103.See file dsdata.txt to determine how the superseded data were derived.
 LX0103
 LX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL223776(NAD 83)
 LX0103_MARKER: DB = BENCH MARK DISK
 LX0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0103_SP_SET: ABUTMENT
 LX0103_STAMPING: L 36 1965
 LX0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0103
 LX0103  HISTORY     - Date     Condition        Report By
 LX0103  HISTORY     - 1965     MONUMENTED       CGS
 LX0103  HISTORY     - 1983     GOOD             USPSQD
 LX0103  HISTORY     - 1987     GOOD             USPSQD
 LX0103  HISTORY     - 1988     GOOD             USPSQD
 LX0103  HISTORY     - 1988     GOOD             USPSQD
 LX0103  HISTORY     - 1989     GOOD             USPSQD
 LX0103
 LX0103                          STATION DESCRIPTION
 LX0103
 LX0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0103'1.5 MI NW FROM LYME.
 LX0103'ABOUT 1.25 MILES NORTHWEST ALONG STATE HIGHWAY 156 FROM ITS
 LX0103'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0103'AT LYME, THENCE 0.25 MILE WEST ALONG U.S. HIGHWAY 1 AND THE
 LX0103'CONNECTICUT TURNPIKE, SET ON THE TOP OF THE SOUTH END OF THE
 LX0103'EAST CONCRETE ABUTMENT OF THE HIGHWAY AND TURNPIKE BRIDGE OVER
 LX0103'THE CONNECTICUT RIVER, 15 FEET SOUTH OF THE CENTER LINE OF THE
 LX0103'EASTBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE
 LX0103'HIGHWAY.
 LX0103
 LX0103                          STATION RECOVERY (1983)
 LX0103
 LX0103'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0103'RECOVERED IN GOOD CONDITION.
 LX0103
 LX0103                          STATION RECOVERY (1987)
 LX0103
 LX0103'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0103'RECOVERED IN GOOD CONDITION.
 LX0103
 LX0103                          STATION RECOVERY (1988)
 LX0103
 LX0103'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0103'RECOVERED IN GOOD CONDITION.
 LX0103
 LX0103                          STATION RECOVERY (1988)
 LX0103
 LX0103'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0103'RECOVERED IN GOOD CONDITION.
 LX0103
 LX0103                          STATION RECOVERY (1989)
 LX0103
 LX0103'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0089 ***********************************************************************
 LX0089  DESIGNATION -  L 37
 LX0089  PID         -  LX0089
 LX0089  STATE/COUNTY-  CT/MIDDLESEX
 LX0089  USGS QUAD   -  OLD LYME (1976)
 LX0089
 LX0089                         *CURRENT SURVEY CONTROL
 LX0089  ___________________________________________________________________
 LX0089* NAD 83(1986)-  41 17 00.     (N)    072 21 45.     (W)     SCALED    
 LX0089* NAVD 88     -         2.021  (meters)       6.63   (feet)  ADJUSTED  
 LX0089  ___________________________________________________________________
 LX0089  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX0089  DYNAMIC HT  -           2.020 (meters)       6.63  (feet)  COMP
 LX0089  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX0089
 LX0089  VERT ORDER  -  FIRST     CLASS I
 LX0089
 LX0089.The horizontal coordinates were scaled from a topographic map and have
 LX0089.an estimated accuracy of +/- 6 seconds.
 LX0089
 LX0089.The orthometric height was determined by differential leveling
 LX0089.and adjusted by the National Geodetic Survey in June 1991..
 LX0089
 LX0089.The geoid height was determined by GEOID03.
 LX0089
 LX0089.The dynamic height is computed by dividing the NAVD 88
 LX0089.geopotential number by the normal gravity value computed on the
 LX0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0089.degrees latitude (g = 980.6199 gals.).
 LX0089
 LX0089.The modeled gravity was interpolated from observed gravity values.
 LX0089
 LX0089;                    North         East    Units  Estimated Accuracy
 LX0089;SPC CT       -   202,450.      337,260.      MT  (+/- 180 meters Scaled)
 LX0089
 LX0089                          SUPERSEDED SURVEY CONTROL
 LX0089
 LX0089  NGVD 29 (??/??/92)    2.330  (m)            7.64   (f) ADJ UNCH    1 1
 LX0089
 LX0089.Superseded values are not recommended for survey control.
 LX0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0089.See file dsdata.txt to determine how the superseded data were derived.
 LX0089
 LX0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL208735(NAD 83)
 LX0089_MARKER: DB = BENCH MARK DISK
 LX0089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LX0089_SP_SET: 24 FEET
 LX0089_STAMPING: L 37 1965
 LX0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0089+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX0089
 LX0089  HISTORY     - Date     Condition        Report By
 LX0089  HISTORY     - 1965     MONUMENTED       CGS
 LX0089  HISTORY     - 1988     GOOD             USPSQD
 LX0089  HISTORY     - 1988     GOOD             USPSQD
 LX0089  HISTORY     - 1989     GOOD             USPSQD
 LX0089  HISTORY     - 1990     GOOD             USPSQD
 LX0089  HISTORY     - 19970118 GOOD             USPSQD
 LX0089  HISTORY     - 20010227 GOOD             USPSQD
 LX0089  HISTORY     - 20040101 GOOD             USPSQD
 LX0089
 LX0089                          STATION DESCRIPTION
 LX0089
 LX0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0089'1 MI SE FROM OLD SAYBROOK.
 LX0089'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE TOWN
 LX0089'HALL AT OLD SAYBROOK, NEAR THE SOUTHEAST CORNER OF A LARGE
 LX0089'SWAMPY AREA, 46 FEET NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND
 LX0089'NORTH COVE ROAD LEADING NORTH, 31 FEET NORTH OF THE CENTER LINE
 LX0089'OF THE HIGHWAY, 19 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER
 LX0089'OF A CATCH BASIN, 1 1/2 FEET WEST OF POWER LINE POLE NO. 218,
 LX0089'IN LINE WITH A ROW OF POWER POLES, 1.3 FEET EAST OF A METAL
 LX0089'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND IS A
 LX0089'DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 0.3
 LX0089'FOOT ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH
 LX0089'METAL PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 LX0089'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 LX0089
 LX0089                          STATION RECOVERY (1988)
 LX0089
 LX0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0089'RECOVERED IN GOOD CONDITION.
 LX0089
 LX0089                          STATION RECOVERY (1988)
 LX0089
 LX0089'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0089'RECOVERED IN GOOD CONDITION.
 LX0089
 LX0089                          STATION RECOVERY (1989)
 LX0089
 LX0089'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0089'RECOVERED IN GOOD CONDITION.
 LX0089
 LX0089                          STATION RECOVERY (1990)
 LX0089
 LX0089'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0089'RECOVERED IN GOOD CONDITION.
 LX0089
 LX0089                          STATION RECOVERY (1997)
 LX0089
 LX0089'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0089'RECOVERED IN GOOD CONDITION.
 LX0089
 LX0089                          STATION RECOVERY (2001)
 LX0089
 LX0089'RECOVERY NOTE BY US POWER SQUADRON 2001
 LX0089'RECOVERED IN GOOD CONDITION.
 LX0089
 LX0089                          STATION RECOVERY (2004)
 LX0089
 LX0089'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0145 ***********************************************************************
 LX0145  DESIGNATION -  L 38
 LX0145  PID         -  LX0145
 LX0145  STATE/COUNTY-  CT/NEW LONDON
 LX0145  USGS QUAD   -  NEW LONDON (1984)
 LX0145
 LX0145                         *CURRENT SURVEY CONTROL
 LX0145  ___________________________________________________________________
 LX0145* NAD 83(1986)-  41 20 30.     (N)    072 07 14.     (W)     SCALED    
 LX0145* NAVD 88     -        14.974  (meters)      49.13   (feet)  ADJUSTED  
 LX0145  ___________________________________________________________________
 LX0145  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0145  DYNAMIC HT  -          14.968 (meters)      49.11  (feet)  COMP
 LX0145  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 LX0145
 LX0145  VERT ORDER  -  FIRST     CLASS I
 LX0145
 LX0145.The horizontal coordinates were scaled from a topographic map and have
 LX0145.an estimated accuracy of +/- 6 seconds.
 LX0145
 LX0145.The orthometric height was determined by differential leveling
 LX0145.and adjusted by the National Geodetic Survey in June 1991..
 LX0145
 LX0145.The geoid height was determined by GEOID03.
 LX0145
 LX0145.The dynamic height is computed by dividing the NAVD 88
 LX0145.geopotential number by the normal gravity value computed on the
 LX0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0145.degrees latitude (g = 980.6199 gals.).
 LX0145
 LX0145.The modeled gravity was interpolated from observed gravity values.
 LX0145
 LX0145;                    North         East    Units  Estimated Accuracy
 LX0145;SPC CT       -   209,050.      357,480.      MT  (+/- 180 meters Scaled)
 LX0145
 LX0145                          SUPERSEDED SURVEY CONTROL
 LX0145
 LX0145  NGVD 29 (??/??/92)   15.273  (m)           50.11   (f) ADJ UNCH    1 1
 LX0145
 LX0145.Superseded values are not recommended for survey control.
 LX0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0145.See file dsdata.txt to determine how the superseded data were derived.
 LX0145
 LX0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL409806(NAD 83)
 LX0145_MARKER: DB = BENCH MARK DISK
 LX0145_SETTING: 66 = SET IN ROCK OUTCROP
 LX0145_SP_SET: ROCK OUTCROP
 LX0145_STAMPING: L 38 1965
 LX0145_MARK LOGO: CGS   
 LX0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0145+STABILITY: POSITION/ELEVATION WELL
 LX0145
 LX0145  HISTORY     - Date     Condition        Report By
 LX0145  HISTORY     - 1965     MONUMENTED       CGS
 LX0145  HISTORY     - 1983     GOOD             USPSQD
 LX0145  HISTORY     - 1986     GOOD             NGS
 LX0145  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0145  HISTORY     - 19901219 MARK NOT FOUND   USPSQD
 LX0145
 LX0145                          STATION DESCRIPTION
 LX0145
 LX0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0145'1.6 MI SW FROM NEW LONDON.
 LX0145'ABOUT 1.65 MILES SOUTHWEST ALONG BANK STREET AND U.S. HIGHWAY
 LX0145'1 A FROM THE CUSTOMHOUSE, ABOUT 0.1 MILE WEST OF THE JUNCTION
 LX0145'OF WILLERTS AVENUE, SET ON THE TOP AND 6 FEET WEST OF THE
 LX0145'HIGHEST PART OF A 21-BY10-FOOT EXPOSED BEDROCK, ALONG THE EAST
 LX0145'SIDE OF A SMALL STREAM, 48 FEET NORTH OF THE CENTER LINE OF THE
 LX0145'U.S. HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF A GRAVELED
 LX0145'DRIVEWAY LEADING NORTH, AND ABOUT 9 FEET ABOVE THE LEVEL OF
 LX0145'THE HIGHWAY.  NOTE-- THE MARK MAY BE REACHED BY GOING 1.15
 LX0145'MILE EAST ALONG STATE HIGHWAY 156 AND U.S. HIGHWAY 1 A FROM THE
 LX0145'FIRST BAPTIST CHURCH AT WATERFORD.
 LX0145
 LX0145                          STATION RECOVERY (1983)
 LX0145
 LX0145'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0145'RECOVERED IN GOOD CONDITION.
 LX0145
 LX0145                          STATION RECOVERY (1986)
 LX0145
 LX0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0145'RECOVERED IN GOOD CONDITION.
 LX0145
 LX0145                          STATION RECOVERY (1988)
 LX0145
 LX0145'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0145'MARK NOT FOUND.
 LX0145
 LX0145                          STATION RECOVERY (1989)
 LX0145
 LX0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0145'MARK NOT FOUND.
 LX0145
 LX0145                          STATION RECOVERY (1990)
 LX0145
 LX0145'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0440 ***********************************************************************
 LX0440  DESIGNATION -  L 4
 LX0440  PID         -  LX0440
 LX0440  STATE/COUNTY-  CT/NEW HAVEN
 LX0440  USGS QUAD   -  GUILFORD (1984)
 LX0440
 LX0440                         *CURRENT SURVEY CONTROL
 LX0440  ___________________________________________________________________
 LX0440* NAD 83(1986)-  41 17 00.     (N)    072 38 03.     (W)     SCALED    
 LX0440* NAVD 88     -         5.973  (meters)      19.60   (feet)  POSTED    
 LX0440  ___________________________________________________________________
 LX0440  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX0440  DYNAMIC HT  -           5.970 (meters)      19.59  (feet)  COMP
 LX0440  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 LX0440  OBS GRAVITY -     980,293.6   (mgal)                       GRAV_OBS
 LX0440
 LX0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0440
 LX0440.The horizontal coordinates were scaled from a topographic map and have
 LX0440.an estimated accuracy of +/- 6 seconds.
 LX0440
 LX0440.The orthometric height was determined by differential leveling
 LX0440.and adjusted by the National Geodetic Survey in 1992..
 LX0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0440.rate of 0.0 thru 1.0 mm/km.
 LX0440
 LX0440.The geoid height was determined by GEOID03.
 LX0440
 LX0440.The dynamic height is computed by dividing the NAVD 88
 LX0440.geopotential number by the normal gravity value computed on the
 LX0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0440.degrees latitude (g = 980.6199 gals.).
 LX0440
 LX0440.The modeled gravity was interpolated from observed gravity values.
 LX0440.The observed gravity was obtained from relative gravimeter ties
 LX0440.to the IGSN71 gravity network.
 LX0440
 LX0440;                    North         East    Units  Estimated Accuracy
 LX0440;SPC CT       -   202,380.      314,500.      MT  (+/- 180 meters Scaled)
 LX0440
 LX0440                          SUPERSEDED SURVEY CONTROL
 LX0440
 LX0440.No superseded survey control is available for this station.
 LX0440
 LX0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL981729(NAD 83)
 LX0440_MARKER: DB = BENCH MARK DISK
 LX0440_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0440_SP_SET: ABUTMENT
 LX0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0440
 LX0440  HISTORY     - Date     Condition        Report By
 LX0440  HISTORY     - UNK      MONUMENTED       CGS
 LX0440  HISTORY     - 1922     GOOD             NGS
 LX0440
 LX0440                          STATION DESCRIPTION
 LX0440
 LX0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1922
 LX0440'AT EAST RIVER.
 LX0440'A STANDARD BRASS DISC IMBEDDED IN THE SOUTH PARAPET OF THE WEST
 LX0440'ABUTMENT OF R.R. BRIDGE 18.94 THE B.M. IS ABOUT 300 FT. EAST OF
 LX0440'THE NEW HAVEN DEPOT OF EAST RIVER, ABOUT 8 FT. SOUTH OF THE SOUTH
 LX0440'RAIL AND ABOUT 1 FT. BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0441 ***********************************************************************
 LX0441  DESIGNATION -  L 4 RESET
 LX0441  PID         -  LX0441
 LX0441  STATE/COUNTY-  CT/NEW HAVEN
 LX0441  USGS QUAD   -  GUILFORD (1984)
 LX0441
 LX0441                         *CURRENT SURVEY CONTROL
 LX0441  ___________________________________________________________________
 LX0441* NAD 83(1986)-  41 17 00.     (N)    072 38 03.     (W)     SCALED    
 LX0441* NAVD 88     -         5.052  (meters)      16.57   (feet)  ADJUSTED  
 LX0441  ___________________________________________________________________
 LX0441  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX0441  DYNAMIC HT  -           5.051 (meters)      16.57  (feet)  COMP
 LX0441  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 LX0441
 LX0441  VERT ORDER  -  FIRST     CLASS I
 LX0441
 LX0441.The horizontal coordinates were scaled from a topographic map and have
 LX0441.an estimated accuracy of +/- 6 seconds.
 LX0441
 LX0441.The orthometric height was determined by differential leveling
 LX0441.and adjusted by the National Geodetic Survey in June 1991..
 LX0441
 LX0441.The geoid height was determined by GEOID03.
 LX0441
 LX0441.The dynamic height is computed by dividing the NAVD 88
 LX0441.geopotential number by the normal gravity value computed on the
 LX0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0441.degrees latitude (g = 980.6199 gals.).
 LX0441
 LX0441.The modeled gravity was interpolated from observed gravity values.
 LX0441
 LX0441;                    North         East    Units  Estimated Accuracy
 LX0441;SPC CT       -   202,380.      314,500.      MT  (+/- 180 meters Scaled)
 LX0441
 LX0441                          SUPERSEDED SURVEY CONTROL
 LX0441
 LX0441  NGVD 29 (??/??/92)    5.358  (m)           17.58   (f) ADJ UNCH    1 1
 LX0441
 LX0441.Superseded values are not recommended for survey control.
 LX0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0441.See file dsdata.txt to determine how the superseded data were derived.
 LX0441
 LX0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL981729(NAD 83)
 LX0441_MARKER: DB = BENCH MARK DISK
 LX0441_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0441_SP_SET: OVERPASS
 LX0441_STAMPING: 17.620 L 4 1926
 LX0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0441
 LX0441  HISTORY     - Date     Condition        Report By
 LX0441  HISTORY     - 1926     MONUMENTED       CGS
 LX0441  HISTORY     - 1965     GOOD             NGS
 LX0441  HISTORY     - 1974     GOOD             CTGS
 LX0441  HISTORY     - 19910317 GOOD             USPSQD
 LX0441
 LX0441                          STATION DESCRIPTION
 LX0441
 LX0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0441'2.3 MI NW FROM MADISON.
 LX0441'2.3 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0441'AT MADISON, ALSO ABOUT 2.7 MILES SOUTHEAST ALONG STATE HIGHWAY
 LX0441'146 AND U.S. HIGHWAY 1 FROM THE POST OFFICE AT GUILFORD, AT
 LX0441'EAST RIVER, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0441'SET ON THE TOP OF THE WINGWALL AT THE SOUTH CORNER OF THE
 LX0441'RAILROAD OVERPASS OVER U.S. HIGHWAY 1, 9 FEET SOUTH OF THE SOUTH
 LX0441'RAIL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 LX0441
 LX0441                          STATION RECOVERY (1974)
 LX0441
 LX0441'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0441'RECOVERED IN GOOD CONDITION.
 LX0441
 LX0441                          STATION RECOVERY (1991)
 LX0441
 LX0441'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1090 ***********************************************************************
 MZ1090  DESIGNATION -  L 49
 MZ1090  PID         -  MZ1090
 MZ1090  STATE/COUNTY-  CT/HARTFORD
 MZ1090  USGS QUAD   -  
 MZ1090
 MZ1090                         *CURRENT SURVEY CONTROL
 MZ1090  ___________________________________________________________________
 MZ1090* NAD 83(1986)-  42 00 09.     (N)    072 38 40.     (W)     SCALED    
 MZ1090* NAVD 88     -        50.190  (meters)     164.66   (feet)  ADJUSTED  
 MZ1090  ___________________________________________________________________
 MZ1090  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 MZ1090  DYNAMIC HT  -          50.176 (meters)     164.62  (feet)  COMP
 MZ1090  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 MZ1090
 MZ1090  VERT ORDER  -  FIRST     CLASS II
 MZ1090
 MZ1090.The horizontal coordinates were scaled from a topographic map and have
 MZ1090.an estimated accuracy of +/- 6 seconds.
 MZ1090
 MZ1090.The orthometric height was determined by differential leveling
 MZ1090.and adjusted by the National Geodetic Survey in June 1991..
 MZ1090
 MZ1090.The geoid height was determined by GEOID03.
 MZ1090
 MZ1090.The dynamic height is computed by dividing the NAVD 88
 MZ1090.geopotential number by the normal gravity value computed on the
 MZ1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1090.degrees latitude (g = 980.6199 gals.).
 MZ1090
 MZ1090.The modeled gravity was interpolated from observed gravity values.
 MZ1090
 MZ1090;                    North         East    Units  Estimated Accuracy
 MZ1090;SPC CT       -   282,260.      313,550.      MT  (+/- 180 meters Scaled)
 MZ1090
 MZ1090                          SUPERSEDED SURVEY CONTROL
 MZ1090
 MZ1090.No superseded survey control is available for this station.
 MZ1090
 MZ1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM950527(NAD 83)
 MZ1090_MARKER: DB = BENCH MARK DISK
 MZ1090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MZ1090_STAMPING: L 49 1978
 MZ1090_MARK LOGO: NGS   
 MZ1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1090+STABILITY: SURFACE MOTION
 MZ1090
 MZ1090  HISTORY     - Date     Condition        Report By
 MZ1090  HISTORY     - 1978     MONUMENTED       NGS
 MZ1090  HISTORY     - 1984     GOOD             NGS
 MZ1090  HISTORY     - 1989     GOOD             USPSQD
 MZ1090
 MZ1090                          STATION DESCRIPTION
 MZ1090
 MZ1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MZ1090'1.4 MI NORTH FROM SUFFIELD.
 MZ1090'1.4 MILE NORTH ALONG STATE HIGHWAY 75 FROM THE CIVIL WAR MONUMENT
 MZ1090'AT THE JUNCTION OF STATE HIGHWAYS 75 AND 190 IN SUFFIELD TO THE
 MZ1090'MARK ON THE RIGHT, SET IN THE SOUTHEAST CORNER IN TOP OF THE HEAD
 MZ1090'WALL OF A BOX CULVERT RUNNING UNDER HIGHWAY 75, 71 FEET NORTHEAST
 MZ1090'AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 4108 WITH A TRANS-
 MZ1090'FORMER, 30 FEET EAST OF THE CENTER LINE OF HIGHWAY 75, 2 FEET EAST
 MZ1090'A GUARD RAIL POST.
 MZ1090
 MZ1090                          STATION RECOVERY (1984)
 MZ1090
 MZ1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ1090'RECOVERED IN GOOD CONDITION.
 MZ1090
 MZ1090                          STATION RECOVERY (1989)
 MZ1090
 MZ1090'RECOVERY NOTE BY US POWER SQUADRON 1989 (REM)
 MZ1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0117 ***********************************************************************
 LX0117  DESIGNATION -  L 5
 LX0117  PID         -  LX0117
 LX0117  STATE/COUNTY-  CT/NEW LONDON
 LX0117  USGS QUAD   -  OLD LYME (1976)
 LX0117
 LX0117                         *CURRENT SURVEY CONTROL
 LX0117  ___________________________________________________________________
 LX0117* NAD 83(1986)-  41 17 29.     (N)    072 16 53.     (W)     SCALED    
 LX0117* NAVD 88     -         9.109  (meters)      29.89   (feet)  POSTED    
 LX0117  ___________________________________________________________________
 LX0117  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0117  DYNAMIC HT  -           9.110 (meters)      29.89  (feet)  COMP
 LX0117  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LX0117
 LX0117  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0117
 LX0117.The horizontal coordinates were scaled from a topographic map and have
 LX0117.an estimated accuracy of +/- 6 seconds.
 LX0117
 LX0117.The orthometric height was determined by differential leveling
 LX0117.and adjusted by the National Geodetic Survey in 1992..
 LX0117.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0117.rate of 0.0 thru 1.0 mm/km.
 LX0117
 LX0117.The geoid height was determined by GEOID03.
 LX0117
 LX0117.The dynamic height is computed by dividing the NAVD 88
 LX0117.geopotential number by the normal gravity value computed on the
 LX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0117.degrees latitude (g = 980.6199 gals.).
 LX0117
 LX0117.The modeled gravity was interpolated from observed gravity values.
 LX0117
 LX0117;                    North         East    Units  Estimated Accuracy
 LX0117;SPC CT       -   203,380.      344,050.      MT  (+/- 180 meters Scaled)
 LX0117
 LX0117                          SUPERSEDED SURVEY CONTROL
 LX0117
 LX0117.No superseded survey control is available for this station.
 LX0117
 LX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL276746(NAD 83)
 LX0117_MARKER: DB = BENCH MARK DISK
 LX0117_SETTING: 66 = SET IN ROCK OUTCROP
 LX0117_SP_SET: ROCK LEDGE
 LX0117_STAMPING: 30.896 FT L5 1922
 LX0117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0117+STABILITY: POSITION/ELEVATION WELL
 LX0117
 LX0117  HISTORY     - Date     Condition        Report By
 LX0117  HISTORY     - 1922     MONUMENTED       CGS
 LX0117  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0117  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0117  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0117  HISTORY     - 19900414 MARK NOT FOUND   USPSQD
 LX0117  HISTORY     - 19901206 MARK NOT FOUND   USPSQD
 LX0117
 LX0117                          STATION DESCRIPTION
 LX0117
 LX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 LX0117'AT SOUTH LYME.
 LX0117'AT SOUTH LYME, NEW LONDON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0117'HARTFORD RAILROAD, ABOUT 1-1/2 MILES WEST OF THE POST OFFICE
 LX0117'(FORMERLY THE STATION), 42 RAILS WEST OF BRIDGE 38.50 OVER A
 LX0117'ROAD LEADING TO THE SITE OF THE OLD SOUND VIEW STATION, 27.8
 LX0117'FEET NORTH OF THE NORTH RAIL OF THE MAIN WEST-BOUND TRACK, IN
 LX0117'A ROCK LEDGE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 LX0117'30.896 FT L 5 1922.  NOTE-- SEARCHED FOR BUT NOT RECOVERED IN
 LX0117'JANUARY 1958.
 LX0117
 LX0117                          STATION RECOVERY (1965)
 LX0117
 LX0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0117'MARK NOT FOUND.
 LX0117
 LX0117                          STATION RECOVERY (1988)
 LX0117
 LX0117'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0117'MARK NOT FOUND.
 LX0117
 LX0117                          STATION RECOVERY (1989)
 LX0117
 LX0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0117'MARK NOT FOUND.
 LX0117
 LX0117                          STATION RECOVERY (1990)
 LX0117
 LX0117'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0117'MARK NOT FOUND.
 LX0117
 LX0117                          STATION RECOVERY (1990)
 LX0117
 LX0117'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1655 ***********************************************************************
 LX1655  DESIGNATION -  L 50
 LX1655  PID         -  LX1655
 LX1655  STATE/COUNTY-  CT/HARTFORD
 LX1655  USGS QUAD   -  NEW BRITAIN (1992)
 LX1655
 LX1655                         *CURRENT SURVEY CONTROL
 LX1655  ___________________________________________________________________
 LX1655* NAD 83(1986)-  41 42 05.     (N)    072 45 14.     (W)     SCALED    
 LX1655* NAVD 88     -        31.128  (meters)     102.13   (feet)  ADJUSTED  
 LX1655  ___________________________________________________________________
 LX1655  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX1655  DYNAMIC HT  -          31.119 (meters)     102.10  (feet)  COMP
 LX1655  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 LX1655
 LX1655  VERT ORDER  -  FIRST     CLASS II
 LX1655
 LX1655.The horizontal coordinates were scaled from a topographic map and have
 LX1655.an estimated accuracy of +/- 6 seconds.
 LX1655
 LX1655.The orthometric height was determined by differential leveling
 LX1655.and adjusted by the National Geodetic Survey in June 1991..
 LX1655
 LX1655.The geoid height was determined by GEOID03.
 LX1655
 LX1655.The dynamic height is computed by dividing the NAVD 88
 LX1655.geopotential number by the normal gravity value computed on the
 LX1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1655.degrees latitude (g = 980.6199 gals.).
 LX1655
 LX1655.The modeled gravity was interpolated from observed gravity values.
 LX1655
 LX1655;                    North         East    Units  Estimated Accuracy
 LX1655;SPC CT       -   248,810.      304,480.      MT  (+/- 180 meters Scaled)
 LX1655
 LX1655                          SUPERSEDED SURVEY CONTROL
 LX1655
 LX1655.No superseded survey control is available for this station.
 LX1655
 LX1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM868190(NAD 83)
 LX1655_MARKER: DB = BENCH MARK DISK
 LX1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1655_SP_SET: FOUNDATION
 LX1655_STAMPING: L 50 1978
 LX1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1655
 LX1655  HISTORY     - Date     Condition        Report By
 LX1655  HISTORY     - 1978     MONUMENTED       NGS
 LX1655
 LX1655                          STATION DESCRIPTION
 LX1655
 LX1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1655'2.55 MILE SW FROM ELMWOOD.
 LX1655'1.15 MILE SOUTHWEST ALONG NEWINGTON ROAD FROM THE JUNCTION OF
 LX1655'NEWINGTON ROAD AND NEW BRITAIN AVENUE IN ELMWOOD TO THE JUNCTION
 LX1655'OF NEWINGTON ROAD AND WEST HILL ROAD, THENCE 0.3 MILE WEST ALONG
 LX1655'WEST HILL ROAD TO THE JUNCTION OF WEST HILL ROAD AND FENN ROAD,
 LX1655'THENCE 1.1 MILE SOUTHWEST ALONG FENN ROAD TO THE MARK ON THE LEFT,
 LX1655'2.75 MILES NORTHEAST OF NEW BRITAIN, SET IN THE SOUTHWEST CORNER
 LX1655'OF THE LOADING DOCK OF THE DAVID A. ROSOW INC. BUILDING, 186 FEET
 LX1655'SOUTHEAST OF THE CENTER LINE OF FENN ROAD, 8 FEET SOUTHEAST OF A
 LX1655'HAND RAILING, 1 FOOT NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1629 ***********************************************************************
 LX1629  DESIGNATION -  L 51
 LX1629  PID         -  LX1629
 LX1629  STATE/COUNTY-  CT/NEW HAVEN
 LX1629  USGS QUAD   -  BRANFORD (1984)
 LX1629
 LX1629                         *CURRENT SURVEY CONTROL
 LX1629  ___________________________________________________________________
 LX1629* NAD 83(1986)-  41 23 34.     (N)    072 51 31.     (W)     SCALED    
 LX1629* NAVD 88     -        10.585  (meters)      34.73   (feet)  ADJUSTED  
 LX1629  ___________________________________________________________________
 LX1629  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX1629  DYNAMIC HT  -          10.581 (meters)      34.71  (feet)  COMP
 LX1629  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 LX1629
 LX1629  VERT ORDER  -  FIRST     CLASS II
 LX1629
 LX1629.The horizontal coordinates were scaled from a topographic map and have
 LX1629.an estimated accuracy of +/- 6 seconds.
 LX1629
 LX1629.The orthometric height was determined by differential leveling
 LX1629.and adjusted by the National Geodetic Survey in June 1991..
 LX1629
 LX1629.The geoid height was determined by GEOID03.
 LX1629
 LX1629.The dynamic height is computed by dividing the NAVD 88
 LX1629.geopotential number by the normal gravity value computed on the
 LX1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1629.degrees latitude (g = 980.6199 gals.).
 LX1629
 LX1629.The modeled gravity was interpolated from observed gravity values.
 LX1629
 LX1629;                    North         East    Units  Estimated Accuracy
 LX1629;SPC CT       -   214,540.      295,720.      MT  (+/- 180 meters Scaled)
 LX1629
 LX1629                          SUPERSEDED SURVEY CONTROL
 LX1629
 LX1629.No superseded survey control is available for this station.
 LX1629
 LX1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL790845(NAD 83)
 LX1629_MARKER: DB = BENCH MARK DISK
 LX1629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1629_SP_SET: FOUNDATION
 LX1629_STAMPING: L 51 1978
 LX1629_MARK LOGO: NGS   
 LX1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1629
 LX1629  HISTORY     - Date     Condition        Report By
 LX1629  HISTORY     - 1978     MONUMENTED       NGS
 LX1629  HISTORY     - 1985     GOOD             NGS
 LX1629
 LX1629                          STATION DESCRIPTION
 LX1629
 LX1629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1629'IN NORTH HAVEN.
 LX1629'AT THE ENTRANCE OF THE POST OFFICE IN NORTH HAVEN ON STATE HIGHWAY
 LX1629'5, 6 FEET NORTHEAST OF THE CENTER OF THE ENTRANCE DOORS, 1 FOOT
 LX1629'NORTHWEST OF THE NORTHWEST FACE OF THE POST OFFICE, 24.5 FEET
 LX1629'SOUTHWEST OF THE NORTHEAST CORNER OF THE POST OFFICE, 89 FEET
 LX1629'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 5.
 LX1629
 LX1629                          STATION RECOVERY (1985)
 LX1629
 LX1629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1985 ***********************************************************************
 LX1985  DESIGNATION -  L 53
 LX1985  PID         -  LX1985
 LX1985  STATE/COUNTY-  CT/LITCHFIELD
 LX1985  USGS QUAD   -  NORFOLK (1969)
 LX1985
 LX1985                         *CURRENT SURVEY CONTROL
 LX1985  ___________________________________________________________________
 LX1985* NAD 83(1986)-  41 59 55.     (N)    073 12 57.     (W)     SCALED    
 LX1985* NAVD 88     -       290.653  (meters)     953.58   (feet)  ADJUSTED  
 LX1985  ___________________________________________________________________
 LX1985  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX1985  DYNAMIC HT  -         290.549 (meters)     953.24  (feet)  COMP
 LX1985  MODELED GRAV-     980,256.9   (mgal)                       NAVD 88
 LX1985
 LX1985  VERT ORDER  -  FIRST     CLASS II
 LX1985
 LX1985.The horizontal coordinates were scaled from a topographic map and have
 LX1985.an estimated accuracy of +/- 6 seconds.
 LX1985
 LX1985.The orthometric height was determined by differential leveling
 LX1985.and adjusted by the National Geodetic Survey in June 1991..
 LX1985
 LX1985.The geoid height was determined by GEOID03.
 LX1985
 LX1985.The dynamic height is computed by dividing the NAVD 88
 LX1985.geopotential number by the normal gravity value computed on the
 LX1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1985.degrees latitude (g = 980.6199 gals.).
 LX1985
 LX1985.The modeled gravity was interpolated from observed gravity values.
 LX1985
 LX1985;                    North         East    Units  Estimated Accuracy
 LX1985;SPC CT       -   281,920.      266,210.      MT  (+/- 180 meters Scaled)
 LX1985
 LX1985                          SUPERSEDED SURVEY CONTROL
 LX1985
 LX1985.No superseded survey control is available for this station.
 LX1985
 LX1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM477511(NAD 83)
 LX1985_MARKER: DB = BENCH MARK DISK
 LX1985_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1985_SP_SET: ABUTMENT
 LX1985_STAMPING: L 53 1984
 LX1985_MARK LOGO: NGS   
 LX1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1985+STABILITY: SURFACE MOTION
 LX1985
 LX1985  HISTORY     - Date     Condition        Report By
 LX1985  HISTORY     - 1984     MONUMENTED       NGS
 LX1985
 LX1985                          STATION DESCRIPTION
 LX1985
 LX1985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1985'2.0 KM (1.25 MI) NW FROM NORFOLK.
 LX1985'2.0 KM (1.25 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN
 LX1985'NORFOLK TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST END OF THE
 LX1985'SOUTHWEST ABUTMENT OF A BRIDGE OVER BLACKBERRY RIVER AND A PAVED ROAD
 LX1985'LEADING TO A SEWAGE DISPOSAL STATION, 36.27 METERS (119.0 FT)
 LX1985'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.74 METERS (9.0 FT)
 LX1985'SOUTHEAST OF THE CENTER OF A PAVED ROAD.
 LX1985'THE MARK IS 0.40 METERS  NW FROM A WITNESS POST.
 LX1985'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1867 ***********************************************************************
 LX1867  DESIGNATION -  L 54
 LX1867  PID         -  LX1867
 LX1867  STATE/COUNTY-  CT/FAIRFIELD
 LX1867  USGS QUAD   -  NORWALK NORTH (1975)
 LX1867
 LX1867                         *CURRENT SURVEY CONTROL
 LX1867  ___________________________________________________________________
 LX1867* NAD 83(1986)-  41 11 16.     (N)    073 25 32.     (W)     SCALED    
 LX1867* NAVD 88     -        55.142  (meters)     180.91   (feet)  ADJUSTED  
 LX1867  ___________________________________________________________________
 LX1867  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX1867  DYNAMIC HT  -          55.123 (meters)     180.85  (feet)  COMP
 LX1867  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 LX1867
 LX1867  VERT ORDER  -  FIRST     CLASS II
 LX1867
 LX1867.The horizontal coordinates were scaled from a topographic map and have
 LX1867.an estimated accuracy of +/- 6 seconds.
 LX1867
 LX1867.The orthometric height was determined by differential leveling
 LX1867.and adjusted by the National Geodetic Survey in June 1991..
 LX1867
 LX1867.The geoid height was determined by GEOID03.
 LX1867
 LX1867.The dynamic height is computed by dividing the NAVD 88
 LX1867.geopotential number by the normal gravity value computed on the
 LX1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1867.degrees latitude (g = 980.6199 gals.).
 LX1867
 LX1867.The modeled gravity was interpolated from observed gravity values.
 LX1867
 LX1867;                    North         East    Units  Estimated Accuracy
 LX1867;SPC CT       -   191,990.      248,130.      MT  (+/- 180 meters Scaled)
 LX1867
 LX1867                          SUPERSEDED SURVEY CONTROL
 LX1867
 LX1867.No superseded survey control is available for this station.
 LX1867
 LX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL320607(NAD 83)
 LX1867_MARKER: I = METAL ROD
 LX1867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1867_SP_SET: STAINLESS STEEL ROD
 LX1867_STAMPING: L 54 1984
 LX1867_MARK LOGO: NGS   
 LX1867_PROJECTION: FLUSH
 LX1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1867_ROD/PIPE-DEPTH: 4.4  meters
 LX1867
 LX1867  HISTORY     - Date     Condition        Report By
 LX1867  HISTORY     - 1984     MONUMENTED       NGS
 LX1867  HISTORY     - 1985     GOOD             NGS
 LX1867  HISTORY     - 19930415 GOOD             USPSQD
 LX1867
 LX1867                          STATION DESCRIPTION
 LX1867
 LX1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1867'0.2 KM (0.15 MI) SE FROM WILTON.
 LX1867'0.2 KM (0.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1867'WILTON TO THE MARK ON THE RIGHT, AT A FLAG POLE FOR OUR LADY OF FATIMA
 LX1867'SCHOOL, 50.29 METERS (165.0 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE
 LX1867'HIGHWAY, 18.59 METERS (61.0 FT) NORTHEAST OF THE ENTRANCE TO THE
 LX1867'SCHOOL (THREE DOORS), 16.00 METERS (52.5 FT) SOUTH-SOUTHEAST OF THE
 LX1867'CENTER OF AN ENTRANCE DRIVE, 1.30 METERS (4.3 FT) NORTH-NORTHWEST OF
 LX1867'THE CENTER OF THE FLAG POLE.
 LX1867'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX1867
 LX1867                          STATION RECOVERY (1985)
 LX1867
 LX1867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1867'RECOVERED IN GOOD CONDITION.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX1867'THROUGH A 5-INCH LOGO CAP.
 LX1867
 LX1867                          STATION RECOVERY (1993)
 LX1867
 LX1867'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2022 ***********************************************************************
 LX2022  DESIGNATION -  L 55
 LX2022  PID         -  LX2022
 LX2022  STATE/COUNTY-  CT/LITCHFIELD
 LX2022  USGS QUAD   -  NEW HARTFORD (1984)
 LX2022
 LX2022                         *CURRENT SURVEY CONTROL
 LX2022  ___________________________________________________________________
 LX2022* NAD 83(1986)-  41 56 49.     (N)    072 53 56.     (W)     SCALED    
 LX2022* NAVD 88     -       314.858  (meters)    1033.00   (feet)  ADJUSTED  
 LX2022  ___________________________________________________________________
 LX2022  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 LX2022  DYNAMIC HT  -         314.759 (meters)    1032.67  (feet)  COMP
 LX2022  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LX2022
 LX2022  VERT ORDER  -  FIRST     CLASS II
 LX2022
 LX2022.The horizontal coordinates were scaled from a topographic map and have
 LX2022.an estimated accuracy of +/- 6 seconds.
 LX2022
 LX2022.The orthometric height was determined by differential leveling
 LX2022.and adjusted by the National Geodetic Survey in June 1991..
 LX2022
 LX2022.The geoid height was determined by GEOID03.
 LX2022
 LX2022.The dynamic height is computed by dividing the NAVD 88
 LX2022.geopotential number by the normal gravity value computed on the
 LX2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2022.degrees latitude (g = 980.6199 gals.).
 LX2022
 LX2022.The modeled gravity was interpolated from observed gravity values.
 LX2022
 LX2022;                    North         East    Units  Estimated Accuracy
 LX2022;SPC CT       -   276,090.      292,460.      MT  (+/- 180 meters Scaled)
 LX2022
 LX2022                          SUPERSEDED SURVEY CONTROL
 LX2022
 LX2022.No superseded survey control is available for this station.
 LX2022
 LX2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM741460(NAD 83)
 LX2022_MARKER: I = METAL ROD
 LX2022_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2022+WITH SETTING: INFORMATION.
 LX2022_SP_SET: SHALLOW SET METAL ROD
 LX2022_STAMPING: L 55 1984
 LX2022_MARK LOGO: NGS   
 LX2022_PROJECTION: FLUSH
 LX2022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2022_ROD/PIPE-DEPTH: 2.3  meters
 LX2022
 LX2022  HISTORY     - Date     Condition        Report By
 LX2022  HISTORY     - 1984     MONUMENTED       NGS
 LX2022
 LX2022                          STATION DESCRIPTION
 LX2022
 LX2022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2022'4.2 KM (2.65 MI) SW FROM WEST GRANBY.
 LX2022'4.2 KM (2.65 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION
 LX2022'OF STATE HIGHWAY 20 IN WEST GRANBY TO THE MARK ON THE LEFT, AT THE
 LX2022'NORTHWEST END OF A ROCK FENCE NEAR THE NORTHEAST ENTRANCE OF A HORSE
 LX2022'SHOE DRIVE WAY OF A SINGLE STORY HOUSE, 12.03 METERS (39.5 FT)
 LX2022'SUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.53 METERS (28.0 FT) EAST
 LX2022'OF THE EAST CORNER OF A CATCH BASIN, 3.66 METERS (12.0 FT) NORTHEAST
 LX2022'OF THE CENTER OF THE NORTHEAST ENTRANCE DRIVE, 0.45 METER (1.5 FT)
 LX2022'NORTHWEST OF THE NORTHWEST END OF THE ROCK FENCE.  NOTE--SEVERAL
 LX2022'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 LX2022'2.3 METERS.
 LX2022'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 LX2022'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1677 ***********************************************************************
 LW1677  DESIGNATION -  L 56
 LW1677  PID         -  LW1677
 LW1677  STATE/COUNTY-  CT/WINDHAM
 LW1677  USGS QUAD   -  PUTNAM (1970)
 LW1677
 LW1677                         *CURRENT SURVEY CONTROL
 LW1677  ___________________________________________________________________
 LW1677* NAD 83(1986)-  41 55 39.     (N)    071 55 20.     (W)     SCALED    
 LW1677* NAVD 88     -        98.666  (meters)     323.71   (feet)  ADJUSTED  
 LW1677  ___________________________________________________________________
 LW1677  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LW1677  DYNAMIC HT  -          98.634 (meters)     323.60  (feet)  COMP
 LW1677  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LW1677
 LW1677  VERT ORDER  -  FIRST     CLASS II
 LW1677
 LW1677.The horizontal coordinates were scaled from a topographic map and have
 LW1677.an estimated accuracy of +/- 6 seconds.
 LW1677
 LW1677.The orthometric height was determined by differential leveling
 LW1677.and adjusted by the National Geodetic Survey in June 1991..
 LW1677
 LW1677.The geoid height was determined by GEOID03.
 LW1677
 LW1677.The dynamic height is computed by dividing the NAVD 88
 LW1677.geopotential number by the normal gravity value computed on the
 LW1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1677.degrees latitude (g = 980.6199 gals.).
 LW1677
 LW1677.The modeled gravity was interpolated from observed gravity values.
 LW1677
 LW1677;                    North         East    Units  Estimated Accuracy
 LW1677;SPC CT       -   274,250.      373,460.      MT  (+/- 180 meters Scaled)
 LW1677
 LW1677                          SUPERSEDED SURVEY CONTROL
 LW1677
 LW1677.No superseded survey control is available for this station.
 LW1677
 LW1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG577458(NAD 83)
 LW1677_MARKER: DB = BENCH MARK DISK
 LW1677_SETTING: 66 = SET IN ROCK OUTCROP
 LW1677_SP_SET: ROCK OUTCROP
 LW1677_STAMPING: L 56 1984
 LW1677_MARK LOGO: NGS   
 LW1677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1677+STABILITY: POSITION/ELEVATION WELL
 LW1677
 LW1677  HISTORY     - Date     Condition        Report By
 LW1677  HISTORY     - 1984     MONUMENTED       NGS
 LW1677  HISTORY     - 1986     GOOD             NGS
 LW1677  HISTORY     - 19961207 GOOD             USPSQD
 LW1677
 LW1677                          STATION DESCRIPTION
 LW1677
 LW1677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1677'2.7 KM (1.7 MI) NW FROM PUTNAM.
 LW1677'0.8 KM (0.5 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1677'U.S. HIGHWAY 44 IN PUTNAM, THENCE 1.9 KM (1.2 MI) NORTHWEST ALONG
 LW1677'STATE HIGHWAY 171 TO THE MARK ON THE LEFT, ALSO 3.8 KM (2.35 MI)
 LW1677'SOUTHEAST ALONG HIGHWAY 171 FROM THE JUNCTION OF STATE HIGHWAY 169 IN
 LW1677'SOUTH WOODSTOCK, DIRECTLY SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 LW1677'JUNCTION OF MYERS STREET, 9.14 METERS (30.0 FT) SOUTHWEST OF THE
 LW1677'CENTERLINE OF THE HIGHWAY, 8.53 METERS (28.0 FT) EAST OF POWER POLE
 LW1677'53, 8.83 METERS (29.0 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 LW1677'MYERS STREET.
 LW1677'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 LW1677'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1677
 LW1677                          STATION RECOVERY (1986)
 LW1677
 LW1677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1677'RECOVERED IN GOOD CONDITION.
 LW1677
 LW1677                          STATION RECOVERY (1996)
 LW1677
 LW1677'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1908 ***********************************************************************
 LX1908  DESIGNATION -  L 57
 LX1908  PID         -  LX1908
 LX1908  STATE/COUNTY-  CT/FAIRFIELD
 LX1908  USGS QUAD   -  DANBURY (1984)
 LX1908
 LX1908                         *CURRENT SURVEY CONTROL
 LX1908  ___________________________________________________________________
 LX1908* NAD 83(1986)-  41 28 18.     (N)    073 24 33.     (W)     SCALED    
 LX1908* NAVD 88     -        93.462  (meters)     306.63   (feet)  ADJUSTED  
 LX1908  ___________________________________________________________________
 LX1908  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX1908  DYNAMIC HT  -          93.431 (meters)     306.53  (feet)  COMP
 LX1908  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX1908
 LX1908  VERT ORDER  -  FIRST     CLASS II
 LX1908
 LX1908.The horizontal coordinates were scaled from a topographic map and have
 LX1908.an estimated accuracy of +/- 6 seconds.
 LX1908
 LX1908.The orthometric height was determined by differential leveling
 LX1908.and adjusted by the National Geodetic Survey in June 1991..
 LX1908
 LX1908.The geoid height was determined by GEOID03.
 LX1908
 LX1908.The dynamic height is computed by dividing the NAVD 88
 LX1908.geopotential number by the normal gravity value computed on the
 LX1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1908.degrees latitude (g = 980.6199 gals.).
 LX1908
 LX1908.The modeled gravity was interpolated from observed gravity values.
 LX1908
 LX1908;                    North         East    Units  Estimated Accuracy
 LX1908;SPC CT       -   223,500.      249,740.      MT  (+/- 180 meters Scaled)
 LX1908
 LX1908                          SUPERSEDED SURVEY CONTROL
 LX1908
 LX1908.No superseded survey control is available for this station.
 LX1908
 LX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL328923(NAD 83)
 LX1908_MARKER: DB = BENCH MARK DISK
 LX1908_SETTING: 66 = SET IN ROCK OUTCROP
 LX1908_SP_SET: ROCK OUTCROP
 LX1908_STAMPING: L 57 1984
 LX1908_MARK LOGO: NGS   
 LX1908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1908+STABILITY: POSITION/ELEVATION WELL
 LX1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX1908+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 LX1908
 LX1908  HISTORY     - Date     Condition        Report By
 LX1908  HISTORY     - 1984     MONUMENTED       NGS
 LX1908  HISTORY     - 20050428 GOOD             INDIV
 LX1908
 LX1908                          STATION DESCRIPTION
 LX1908
 LX1908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1908'1.1 KM (0.7 MI) SOUTH FROM BROOKFIELD.
 LX1908'1.1 KM (0.7 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1908'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, IN TOP OF A ROCK CUT
 LX1908'EAST OF THE NORTH END OF THE U.S. HIGHWAY 202 BRIDGE OVER HIGHWAY 7,
 LX1908'26.82 METERS (88.0 FT) SOUTHWEST OF THE NORTH END OF THE EAST CONCRETE
 LX1908'GUARD RAIL OF THE BRIDGE, 1.06 METERS (3.5 FT) NORTH OF THE WEST EDGE
 LX1908'OF THE ROCK CUT.
 LX1908'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 LX1908'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX1908
 LX1908                          STATION RECOVERY (2005)
 LX1908
 LX1908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CJH)
 LX1908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1975 ***********************************************************************
 LX1975  DESIGNATION -  L 58
 LX1975  PID         -  LX1975
 LX1975  STATE/COUNTY-  CT/LITCHFIELD
 LX1975  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1975
 LX1975                         *CURRENT SURVEY CONTROL
 LX1975  ___________________________________________________________________
 LX1975* NAD 83(1986)-  41 55 03.     (N)    073 22 00.     (W)     SCALED    
 LX1975* NAVD 88     -       177.996  (meters)     583.98   (feet)  ADJUSTED  
 LX1975  ___________________________________________________________________
 LX1975  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX1975  DYNAMIC HT  -         177.934 (meters)     583.77  (feet)  COMP
 LX1975  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 LX1975
 LX1975  VERT ORDER  -  FIRST     CLASS II
 LX1975
 LX1975.The horizontal coordinates were scaled from a topographic map and have
 LX1975.an estimated accuracy of +/- 6 seconds.
 LX1975
 LX1975.The orthometric height was determined by differential leveling
 LX1975.and adjusted by the National Geodetic Survey in June 1991..
 LX1975.WARNING-Repeat measurements at this control monument indicate possible
 LX1975.vertical movement.
 LX1975
 LX1975.The geoid height was determined by GEOID03.
 LX1975
 LX1975.The dynamic height is computed by dividing the NAVD 88
 LX1975.geopotential number by the normal gravity value computed on the
 LX1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1975.degrees latitude (g = 980.6199 gals.).
 LX1975
 LX1975.The modeled gravity was interpolated from observed gravity values.
 LX1975
 LX1975;                    North         East    Units  Estimated Accuracy
 LX1975;SPC CT       -   272,990.      253,640.      MT  (+/- 180 meters Scaled)
 LX1975
 LX1975                          SUPERSEDED SURVEY CONTROL
 LX1975
 LX1975.No superseded survey control is available for this station.
 LX1975
 LX1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM354419(NAD 83)
 LX1975_MARKER: DB = BENCH MARK DISK
 LX1975_SETTING: 66 = SET IN ROCK OUTCROP
 LX1975_SP_SET: ROCK OUTCROP
 LX1975_STAMPING: L 58 1984
 LX1975_MARK LOGO: NGS   
 LX1975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1975+STABILITY: POSITION/ELEVATION WELL
 LX1975
 LX1975  HISTORY     - Date     Condition        Report By
 LX1975  HISTORY     - 1984     MONUMENTED       NGS
 LX1975  HISTORY     - 1985     GOOD             NGS
 LX1975
 LX1975                          STATION DESCRIPTION
 LX1975
 LX1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1975'14.7 KM (9.15 MI) SOUTH FROM CANAAN.
 LX1975'0.7 KM (0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX1975'CANAAN, THENCE 14.0 KM (8.7 MI) SOUTH ALONG U.S. HIGHWAY 7 TO THE MARK
 LX1975'ON THE RIGHT, IN TOP OF A ROCK LEDGE, ALSO 12.7 KM (7.9 MI) NORTH
 LX1975'ALONG HIGHWAY 7 FROM THE POST OFFICE IN CORNWALL BRIDGE, 6.10 METERS
 LX1975'(20.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.03 METERS (16.5 FT)
 LX1975'SOUTH OF A CATCH BASIN WITH A METAL GRATE.
 LX1975'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 LX1975'THE MARK IS 0.75 M ABOVE HIGHWAY.
 LX1975
 LX1975                          STATION RECOVERY (1985)
 LX1975
 LX1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1951 ***********************************************************************
 LX1951  DESIGNATION -  L 59
 LX1951  PID         -  LX1951
 LX1951  STATE/COUNTY-  CT/LITCHFIELD
 LX1951  USGS QUAD   -  ELLSWORTH (1969)
 LX1951
 LX1951                         *CURRENT SURVEY CONTROL
 LX1951  ___________________________________________________________________
 LX1951* NAD 83(1986)-  41 45 50.     (N)    073 25 51.     (W)     SCALED    
 LX1951* NAVD 88     -       155.759  (meters)     511.02   (feet)  ADJUSTED  
 LX1951  ___________________________________________________________________
 LX1951  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX1951  DYNAMIC HT  -         155.702 (meters)     510.83  (feet)  COMP
 LX1951  MODELED GRAV-     980,260.1   (mgal)                       NAVD 88
 LX1951
 LX1951  VERT ORDER  -  FIRST     CLASS II
 LX1951
 LX1951.The horizontal coordinates were scaled from a topographic map and have
 LX1951.an estimated accuracy of +/- 6 seconds.
 LX1951
 LX1951.The orthometric height was determined by differential leveling
 LX1951.and adjusted by the National Geodetic Survey in June 1991..
 LX1951
 LX1951.The geoid height was determined by GEOID03.
 LX1951
 LX1951.The dynamic height is computed by dividing the NAVD 88
 LX1951.geopotential number by the normal gravity value computed on the
 LX1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1951.degrees latitude (g = 980.6199 gals.).
 LX1951
 LX1951.The modeled gravity was interpolated from observed gravity values.
 LX1951
 LX1951;                    North         East    Units  Estimated Accuracy
 LX1951;SPC CT       -   255,970.      248,190.      MT  (+/- 180 meters Scaled)
 LX1951
 LX1951                          SUPERSEDED SURVEY CONTROL
 LX1951
 LX1951.No superseded survey control is available for this station.
 LX1951
 LX1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM304247(NAD 83)
 LX1951_MARKER: DB = BENCH MARK DISK
 LX1951_SETTING: 66 = SET IN ROCK OUTCROP
 LX1951_SP_SET: ROCK OUTCROP
 LX1951_STAMPING: L 59 1984
 LX1951_MARK LOGO: NGS   
 LX1951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1951+STABILITY: POSITION/ELEVATION WELL
 LX1951
 LX1951  HISTORY     - Date     Condition        Report By
 LX1951  HISTORY     - 1984     MONUMENTED       NGS
 LX1951
 LX1951                          STATION DESCRIPTION
 LX1951
 LX1951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1951'6.3 KM (3.9 MI) NE FROM KENT.
 LX1951'6.3 KM (3.9 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1951'HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, IN TOP OF A SMALL ROCK
 LX1951'LEDGE, 11.58 METERS (38.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX1951'HGHWAY, 27.13 METERS (89.0 FT) SOUTHWEST OF UTILITY POLE A6575,
 LX1951'12.04 METERS (39.5 FT) EAST OF THE NORTHEAST END OF A HEADWALL OF A
 LX1951'CULVERT UNDER THE HIGHWAY.
 LX1951'THE MARK IS 1.63 METERS  NE FROM A WITNESS POST.
 LX1951'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0721 ***********************************************************************
 LW0721  DESIGNATION -  L 6
 LW0721  PID         -  LW0721
 LW0721  STATE/COUNTY-  CT/NEW LONDON
 LW0721  USGS QUAD   -  MYSTIC (1984)
 LW0721
 LW0721                         *CURRENT SURVEY CONTROL
 LW0721  ___________________________________________________________________
 LW0721* NAD 83(1986)-  41 20 45.     (N)    071 57 19.     (W)     SCALED    
 LW0721* NAVD 88     -         4.581  (meters)      15.03   (feet)  ADJUSTED  
 LW0721  ___________________________________________________________________
 LW0721  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW0721  DYNAMIC HT  -           4.580 (meters)      15.03  (feet)  COMP
 LW0721  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0721
 LW0721  VERT ORDER  -  FIRST     CLASS I
 LW0721
 LW0721.The horizontal coordinates were scaled from a topographic map and have
 LW0721.an estimated accuracy of +/- 6 seconds.
 LW0721
 LW0721.The orthometric height was determined by differential leveling
 LW0721.and adjusted by the National Geodetic Survey in June 1991..
 LW0721
 LW0721.The geoid height was determined by GEOID03.
 LW0721
 LW0721.The dynamic height is computed by dividing the NAVD 88
 LW0721.geopotential number by the normal gravity value computed on the
 LW0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0721.degrees latitude (g = 980.6199 gals.).
 LW0721
 LW0721.The modeled gravity was interpolated from observed gravity values.
 LW0721
 LW0721;                    North         East    Units  Estimated Accuracy
 LW0721;SPC CT       -   209,620.      371,310.      MT  (+/- 180 meters Scaled)
 LW0721
 LW0721                          SUPERSEDED SURVEY CONTROL
 LW0721
 LW0721  NGVD 29 (??/??/92)    4.87   (m)           16.0    (f) COMPUTED    1 1
 LW0721
 LW0721.Superseded values are not recommended for survey control.
 LW0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0721.See file dsdata.txt to determine how the superseded data were derived.
 LW0721
 LW0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF527813(NAD 83)
 LW0721_MARKER: DJ = TIDAL STATION DISK
 LW0721_SETTING: 66 = SET IN ROCK OUTCROP
 LW0721_SP_SET: ROCK CUT
 LW0721_STAMPING: L 6 ELEV 15.997 FT 1922
 LW0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0721+STABILITY: POSITION/ELEVATION WELL
 LW0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0721+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW0721
 LW0721  HISTORY     - Date     Condition        Report By
 LW0721  HISTORY     - 1922     MONUMENTED       CGS
 LW0721  HISTORY     - 1965     GOOD             NGS
 LW0721  HISTORY     - 1987     POOR             USPSQD
 LW0721  HISTORY     - 20020213 GOOD             USPSQD
 LW0721
 LW0721                          STATION DESCRIPTION
 LW0721
 LW0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0721'0.8 MI SE FROM MYSTIC.
 LW0721'0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0721'AT MYSTIC, THENCE 0.1 MILE SOUTHWEST ALONG MASON ISLAND ROAD,
 LW0721'THENCE 93 YARDS SOUTHEAST ALONG THE NEW YORK, NEW HAVEN AND
 LW0721'HARTFORD RAILROAD, SET IN THE TOP OF A ROCK LEDGE WHICH PROJECTS
 LW0721'OUT OF AN 8 FOOT HIGH ROCK CUT, 10.1 FEET SOUTHWEST OF THE
 LW0721'SOUTHWEST RAIL, 80 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 LW0721'ROCK CUT AND 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 LW0721
 LW0721                          STATION RECOVERY (1987)
 LW0721
 LW0721'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0721'MARK RECOVERED IN POOR CONDITION.
 LW0721
 LW0721                          STATION RECOVERY (2002)
 LW0721
 LW0721'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1934 ***********************************************************************
 LX1934  DESIGNATION -  L 62
 LX1934  PID         -  LX1934
 LX1934  STATE/COUNTY-  CT/LITCHFIELD
 LX1934  USGS QUAD   -  KENT (1971)
 LX1934
 LX1934                         *CURRENT SURVEY CONTROL
 LX1934  ___________________________________________________________________
 LX1934* NAD 83(1986)-  41 39 15.     (N)    073 29 21.     (W)     SCALED    
 LX1934* NAVD 88     -        84.639  (meters)     277.69   (feet)  ADJUSTED  
 LX1934  ___________________________________________________________________
 LX1934  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX1934  DYNAMIC HT  -          84.611 (meters)     277.59  (feet)  COMP
 LX1934  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 LX1934
 LX1934  VERT ORDER  -  FIRST     CLASS II
 LX1934
 LX1934.The horizontal coordinates were scaled from a topographic map and have
 LX1934.an estimated accuracy of +/- 6 seconds.
 LX1934
 LX1934.The orthometric height was determined by differential leveling
 LX1934.and adjusted by the National Geodetic Survey in June 1991..
 LX1934
 LX1934.The geoid height was determined by GEOID03.
 LX1934
 LX1934.The dynamic height is computed by dividing the NAVD 88
 LX1934.geopotential number by the normal gravity value computed on the
 LX1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1934.degrees latitude (g = 980.6199 gals.).
 LX1934
 LX1934.The modeled gravity was interpolated from observed gravity values.
 LX1934
 LX1934;                    North         East    Units  Estimated Accuracy
 LX1934;SPC CT       -   243,830.      243,230.      MT  (+/- 180 meters Scaled)
 LX1934
 LX1934                          SUPERSEDED SURVEY CONTROL
 LX1934
 LX1934.No superseded survey control is available for this station.
 LX1934
 LX1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM258124(NAD 83)
 LX1934_MARKER: DB = BENCH MARK DISK
 LX1934_SETTING: 66 = SET IN ROCK OUTCROP
 LX1934_SP_SET: ROCK OUTCROP
 LX1934_STAMPING: L 62 1984
 LX1934_MARK LOGO: NGS   
 LX1934_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1934+STABILITY: POSITION/ELEVATION WELL
 LX1934
 LX1934  HISTORY     - Date     Condition        Report By
 LX1934  HISTORY     - 1984     MONUMENTED       NGS
 LX1934
 LX1934                          STATION DESCRIPTION
 LX1934
 LX1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1934'1.1 KM (0.7 MI) NW FROM GAYLORDSVILLE.
 LX1934'1.1 KM (0.7 MI) NORTHWEST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1934'STATE HIGHWAY 55 IN GAYLORDSVILLE TO THE MARK ON THE RIGHT, IN EXPOSED
 LX1934'ROCK OUTCROP, UNDER A HIGH VOLTAGE POWER LINE CROSSING THE HIGHWAY AT
 LX1934'THIS POINT, AND NORTHEAST ACROSS THE HIGHWAY FROM UTILITY POLE 397,
 LX1934'10.73 METERS (35.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LX1934'THE MARK IS 1.00 METERS  NE FROM A WITNESS POST.
 LX1934'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2073 ***********************************************************************
 LX2073  DESIGNATION -  L 63
 LX2073  PID         -  LX2073
 LX2073  STATE/COUNTY-  CT/TOLLAND
 LX2073  USGS QUAD   -  ELLINGTON (1984)
 LX2073
 LX2073                         *CURRENT SURVEY CONTROL
 LX2073  ___________________________________________________________________
 LX2073* NAD 83(1986)-  41 59 03.     (N)    072 25 47.     (W)     SCALED    
 LX2073* NAVD 88     -       109.789  (meters)     360.20   (feet)  ADJUSTED  
 LX2073  ___________________________________________________________________
 LX2073  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2073  DYNAMIC HT  -         109.756 (meters)     360.09  (feet)  COMP
 LX2073  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX2073
 LX2073  VERT ORDER  -  FIRST     CLASS II
 LX2073
 LX2073.The horizontal coordinates were scaled from a topographic map and have
 LX2073.an estimated accuracy of +/- 6 seconds.
 LX2073
 LX2073.The orthometric height was determined by differential leveling
 LX2073.and adjusted by the National Geodetic Survey in June 1991..
 LX2073
 LX2073.The geoid height was determined by GEOID03.
 LX2073
 LX2073.The dynamic height is computed by dividing the NAVD 88
 LX2073.geopotential number by the normal gravity value computed on the
 LX2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2073.degrees latitude (g = 980.6199 gals.).
 LX2073
 LX2073.The modeled gravity was interpolated from observed gravity values.
 LX2073
 LX2073;                    North         East    Units  Estimated Accuracy
 LX2073;SPC CT       -   280,260.      331,340.      MT  (+/- 180 meters Scaled)
 LX2073
 LX2073                          SUPERSEDED SURVEY CONTROL
 LX2073
 LX2073.No superseded survey control is available for this station.
 LX2073
 LX2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM129512(NAD 83)
 LX2073_MARKER: DB = BENCH MARK DISK
 LX2073_SETTING: 66 = SET IN ROCK OUTCROP
 LX2073_SP_SET: ROCK OUTCROP
 LX2073_STAMPING: L 63 1984
 LX2073_MARK LOGO: NGS   
 LX2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2073+STABILITY: POSITION/ELEVATION WELL
 LX2073
 LX2073  HISTORY     - Date     Condition        Report By
 LX2073  HISTORY     - 1984     MONUMENTED       NGS
 LX2073  HISTORY     - 1986     GOOD             NGS
 LX2073  HISTORY     - 20041016 GOOD             GEOCAC
 LX2073
 LX2073                          STATION DESCRIPTION
 LX2073
 LX2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2073'1.3 KM (0.8 MI) EAST FROM SOMERS.
 LX2073'1.3 KM (0.8 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2073'SOMERS TO THE MARK ON THE LEFT, IN TOP OF THE WEST END OF A SMALL ROCK
 LX2073'CUT, 8.23 METERS (27.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2073'16.40 METERS (53.8 FT) EAST OF UTILITY POLE 440, 17.43 METERS
 LX2073'(57.2 FT) WEST OF UTILITY POLE 441.
 LX2073'THE MARK IS 0.21 METERS  S FROM A WITNESS POST.
 LX2073'THE MARK IS 1.1 M ABOVE HIGHWAY.
 LX2073
 LX2073                          STATION RECOVERY (1986)
 LX2073
 LX2073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2073'RECOVERED IN GOOD CONDITION.
 LX2073
 LX2073                          STATION RECOVERY (2004)
 LX2073
 LX2073'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2120 ***********************************************************************
 LX2120  DESIGNATION -  L 64
 LX2120  PID         -  LX2120
 LX2120  STATE/COUNTY-  CT/NEW LONDON
 LX2120  USGS QUAD   -  NORWICH (1983)
 LX2120
 LX2120                         *CURRENT SURVEY CONTROL
 LX2120  ___________________________________________________________________
 LX2120* NAD 83(1986)-  41 36 56.     (N)    072 01 36.     (W)     SCALED    
 LX2120* NAVD 88     -        52.948  (meters)     173.71   (feet)  ADJUSTED  
 LX2120  ___________________________________________________________________
 LX2120  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX2120  DYNAMIC HT  -          52.930 (meters)     173.65  (feet)  COMP
 LX2120  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 LX2120
 LX2120  VERT ORDER  -  FIRST     CLASS II
 LX2120
 LX2120.The horizontal coordinates were scaled from a topographic map and have
 LX2120.an estimated accuracy of +/- 6 seconds.
 LX2120
 LX2120.The orthometric height was determined by differential leveling
 LX2120.and adjusted by the National Geodetic Survey in June 1991..
 LX2120
 LX2120.The geoid height was determined by GEOID03.
 LX2120
 LX2120.The dynamic height is computed by dividing the NAVD 88
 LX2120.geopotential number by the normal gravity value computed on the
 LX2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2120.degrees latitude (g = 980.6199 gals.).
 LX2120
 LX2120.The modeled gravity was interpolated from observed gravity values.
 LX2120
 LX2120;                    North         East    Units  Estimated Accuracy
 LX2120;SPC CT       -   239,530.      365,090.      MT  (+/- 180 meters Scaled)
 LX2120
 LX2120                          SUPERSEDED SURVEY CONTROL
 LX2120
 LX2120.No superseded survey control is available for this station.
 LX2120
 LX2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM477113(NAD 83)
 LX2120_MARKER: DB = BENCH MARK DISK
 LX2120_SETTING: 66 = SET IN ROCK OUTCROP
 LX2120_SP_SET: ROCK OUTCROP
 LX2120_STAMPING: L 64 1984
 LX2120_MARK LOGO: NGS   
 LX2120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2120+STABILITY: POSITION/ELEVATION WELL
 LX2120
 LX2120  HISTORY     - Date     Condition        Report By
 LX2120  HISTORY     - 1984     MONUMENTED       NGS
 LX2120  HISTORY     - 19901008 GOOD             USPSQD
 LX2120  HISTORY     - 20060523 GOOD             USPSQD
 LX2120
 LX2120                          STATION DESCRIPTION
 LX2120
 LX2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2120'4.3 KM (2.7 MI) WEST FROM JEWETT CITY.
 LX2120'4.3 KM (2.7 MI) WEST ALONG STATE HIGHWAY 138 WEST FROM THE JUNCTION OF
 LX2120'STATE HIGHWAY 12 IN JEWETT CITY TO THE MARK ON THE RIGHT, IN BEDROCK,
 LX2120'ON THE SOUTHEAST SIDE OF THE ENTRANCE DRIVE OF A HOUSE TRAILER, AT THE
 LX2120'JUNCTION OF KINSMAN ROAD, 8.83 METERS (29.0 FT) NORTHEAST OF THE
 LX2120'CENTERLINE OF THE HIGHWAY, 19.05 METERS (62.5 FT) SOUTHEAST OF THE
 LX2120'CENTERLINE OF KINSMAN ROAD, 10.05 METERS (33.0 FT) SOUTHEAST AND
 LX2120'ACROSS THE DRIVE FROM POWER POLE 579 WITH A SECURITY LIGHT.
 LX2120'THE MARK IS 1.21 METERS  NE FROM A WITNESS POST.
 LX2120'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX2120
 LX2120                          STATION RECOVERY (1990)
 LX2120
 LX2120'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2120'RECOVERED IN GOOD CONDITION.
 LX2120
 LX2120                          STATION RECOVERY (2006)
 LX2120
 LX2120'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2150 ***********************************************************************
 LX2150  DESIGNATION -  L 65
 LX2150  PID         -  LX2150
 LX2150  STATE/COUNTY-  CT/TOLLAND
 LX2150  USGS QUAD   -  COLUMBIA (1984)
 LX2150
 LX2150                         *CURRENT SURVEY CONTROL
 LX2150  ___________________________________________________________________
 LX2150* NAD 83(1986)-  41 43 30.     (N)    072 18 34.     (W)     SCALED    
 LX2150* NAVD 88     -        88.636  (meters)     290.80   (feet)  ADJUSTED  
 LX2150  ___________________________________________________________________
 LX2150  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX2150  DYNAMIC HT  -          88.605 (meters)     290.70  (feet)  COMP
 LX2150  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LX2150
 LX2150  VERT ORDER  -  FIRST     CLASS II
 LX2150
 LX2150.The horizontal coordinates were scaled from a topographic map and have
 LX2150.an estimated accuracy of +/- 6 seconds.
 LX2150
 LX2150.The orthometric height was determined by differential leveling
 LX2150.and adjusted by the National Geodetic Survey in June 1991..
 LX2150
 LX2150.The geoid height was determined by GEOID03.
 LX2150
 LX2150.The dynamic height is computed by dividing the NAVD 88
 LX2150.geopotential number by the normal gravity value computed on the
 LX2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2150.degrees latitude (g = 980.6199 gals.).
 LX2150
 LX2150.The modeled gravity was interpolated from observed gravity values.
 LX2150
 LX2150;                    North         East    Units  Estimated Accuracy
 LX2150;SPC CT       -   251,520.      341,460.      MT  (+/- 180 meters Scaled)
 LX2150
 LX2150                          SUPERSEDED SURVEY CONTROL
 LX2150
 LX2150.No superseded survey control is available for this station.
 LX2150
 LX2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM237227(NAD 83)
 LX2150_MARKER: DB = BENCH MARK DISK
 LX2150_SETTING: 66 = SET IN ROCK OUTCROP
 LX2150_SP_SET: ROCK OUTCROP
 LX2150_STAMPING: L 65 1984
 LX2150_MARK LOGO: NGS   
 LX2150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2150+STABILITY: POSITION/ELEVATION WELL
 LX2150
 LX2150  HISTORY     - Date     Condition        Report By
 LX2150  HISTORY     - 1984     MONUMENTED       NGS
 LX2150
 LX2150                          STATION DESCRIPTION
 LX2150
 LX2150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2150'8.2 KM (5.1 MI) WEST FROM WILLIMANTIC.
 LX2150'8.2 KM (5.1 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2150'WILLIMANTIC TO THE MARK ON THE LEFT, ABOUT 0.1 KM (0.05 MI) SOUTH OF
 LX2150'THE CENTERLINE OF THE HIGHWAY, IN THE APPROXIMATE CENTER OF A ROCK
 LX2150'OUTCROP 0.91 BY 1.83 METER (3 BY 6 FT) IN AN OPEN PASTURE, 0.3 KM
 LX2150'(0.15 MI) NORTHWEST OF THE JUNCTION OF HOP RIVER ROAD, 50.90 METERS
 LX2150'(167.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRTE BLOCK BARN,
 LX2150'43.90 METERS (144.0 FT) NORTH OF A DOUBLE TRUNK PINE TREE.
 LX2150'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX2150'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2108 ***********************************************************************
 LX2108  DESIGNATION -  L 66
 LX2108  PID         -  LX2108
 LX2108  STATE/COUNTY-  CT/WINDHAM
 LX2108  USGS QUAD   -  EASTFORD (1983)
 LX2108
 LX2108                         *CURRENT SURVEY CONTROL
 LX2108  ___________________________________________________________________
 LX2108* NAD 83(1986)-  41 59 03.     (N)    072 05 33.     (W)     SCALED    
 LX2108* NAVD 88     -       225.022  (meters)     738.26   (feet)  ADJUSTED  
 LX2108  ___________________________________________________________________
 LX2108  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX2108  DYNAMIC HT  -         224.949 (meters)     738.02  (feet)  COMP
 LX2108  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 LX2108
 LX2108  VERT ORDER  -  FIRST     CLASS II
 LX2108
 LX2108.The horizontal coordinates were scaled from a topographic map and have
 LX2108.an estimated accuracy of +/- 6 seconds.
 LX2108
 LX2108.The orthometric height was determined by differential leveling
 LX2108.and adjusted by the National Geodetic Survey in June 1991..
 LX2108
 LX2108.The geoid height was determined by GEOID03.
 LX2108
 LX2108.The dynamic height is computed by dividing the NAVD 88
 LX2108.geopotential number by the normal gravity value computed on the
 LX2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2108.degrees latitude (g = 980.6199 gals.).
 LX2108
 LX2108.The modeled gravity was interpolated from observed gravity values.
 LX2108
 LX2108;                    North         East    Units  Estimated Accuracy
 LX2108;SPC CT       -   280,420.      359,290.      MT  (+/- 180 meters Scaled)
 LX2108
 LX2108                          SUPERSEDED SURVEY CONTROL
 LX2108
 LX2108.No superseded survey control is available for this station.
 LX2108
 LX2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM408521(NAD 83)
 LX2108_MARKER: DB = BENCH MARK DISK
 LX2108_SETTING: 66 = SET IN ROCK OUTCROP
 LX2108_SP_SET: ROCK OUTCROP
 LX2108_STAMPING: L 66 1984
 LX2108_MARK LOGO: NGS   
 LX2108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2108+STABILITY: POSITION/ELEVATION WELL
 LX2108
 LX2108  HISTORY     - Date     Condition        Report By
 LX2108  HISTORY     - 1984     MONUMENTED       NGS
 LX2108
 LX2108                          STATION DESCRIPTION
 LX2108
 LX2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2108'6.4 KM (3.95 MI) EAST FROM UNION.
 LX2108'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2108'CHURCH OF UNION IN UNION, THENCE 3.8 KM (2.35 MI) EAST ALONG STATE
 LX2108'HIGHWAY 171, THENCE 2.1 KM (1.3 MI) EAST ALONG STATE HIGHWAY 197 TO
 LX2108'THE MARK ON THE RIGHT, IN A 3.96 METER (13.0 FT) BY 5.49 METER
 LX2108'(18.0 FT) ROCK OUTCROP IN A PASTURE, ACROSS THE HIGHWAY FROM THE
 LX2108'JUNCTION OF A GRAVEL ROAD, 58.83 METERS (193.0 FT) SOUTH OF THE
 LX2108'CENTERLINE OF THE HIGHWAY, 1.34 METERS (4.4 FT) EAST OF THE WEST EDGE
 LX2108'OF THE ROCK, 1.22 METERS (4.0 FT) NORTH OF THE SOUTH EDGE OF THE ROCK.
 LX2108'THE MARK IS 0.65 METERS  W FROM A WITNESS POST.
 LX2108'THE MARK IS 2.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2214 ***********************************************************************
 LX2214  DESIGNATION -  L 67
 LX2214  PID         -  LX2214
 LX2214  STATE/COUNTY-  CT/MIDDLESEX
 LX2214  USGS QUAD   -  MIDDLETOWN (1992)
 LX2214
 LX2214                         *CURRENT SURVEY CONTROL
 LX2214  ___________________________________________________________________
 LX2214* NAD 83(1986)-  41 32 34.     (N)    072 37 38.     (W)     SCALED    
 LX2214* NAVD 88     -        57.501  (meters)     188.65   (feet)  ADJUSTED  
 LX2214  ___________________________________________________________________
 LX2214  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX2214  DYNAMIC HT  -          57.482 (meters)     188.59  (feet)  COMP
 LX2214  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 LX2214
 LX2214  VERT ORDER  -  FIRST     CLASS II
 LX2214
 LX2214.The horizontal coordinates were scaled from a topographic map and have
 LX2214.an estimated accuracy of +/- 6 seconds.
 LX2214
 LX2214.The orthometric height was determined by differential leveling
 LX2214.and adjusted by the National Geodetic Survey in June 1991..
 LX2214
 LX2214.The geoid height was determined by GEOID03.
 LX2214
 LX2214.The dynamic height is computed by dividing the NAVD 88
 LX2214.geopotential number by the normal gravity value computed on the
 LX2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2214.degrees latitude (g = 980.6199 gals.).
 LX2214
 LX2214.The modeled gravity was interpolated from observed gravity values.
 LX2214
 LX2214;                    North         East    Units  Estimated Accuracy
 LX2214;SPC CT       -   231,200.      315,050.      MT  (+/- 180 meters Scaled)
 LX2214
 LX2214                          SUPERSEDED SURVEY CONTROL
 LX2214
 LX2214.No superseded survey control is available for this station.
 LX2214
 LX2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM979017(NAD 83)
 LX2214_MARKER: DB = BENCH MARK DISK
 LX2214_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2214_SP_SET: RETAINING WALL
 LX2214_STAMPING: L 67 1984
 LX2214_MARK LOGO: NGS   
 LX2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2214
 LX2214  HISTORY     - Date     Condition        Report By
 LX2214  HISTORY     - 1984     MONUMENTED       NGS
 LX2214  HISTORY     - 1985     GOOD             NGS
 LX2214
 LX2214                          STATION DESCRIPTION
 LX2214
 LX2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2214'2.8 KM (1.75 MI) SE FROM MIDDLETOWN.
 LX2214'2.8 KM (1.75 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2214'MIDDLETOWN TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST END OF
 LX2214'THE SOUTHWEST RETAINING WALL OF THE BRIDGE OVER STATE HIGHWAY 9,
 LX2214'7.77 METERS (25.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2214'0.15 METER (0.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE RETAINING
 LX2214'WALL.
 LX2214'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LX2214
 LX2214                          STATION RECOVERY (1985)
 LX2214
 LX2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2192 ***********************************************************************
 LX2192  DESIGNATION -  L 68
 LX2192  PID         -  LX2192
 LX2192  STATE/COUNTY-  CT/HARTFORD
 LX2192  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2192
 LX2192                         *CURRENT SURVEY CONTROL
 LX2192  ___________________________________________________________________
 LX2192* NAD 83(1986)-  41 46 12.     (N)    072 40 25.     (W)     SCALED    
 LX2192* NAVD 88     -        21.197  (meters)      69.54   (feet)  ADJUSTED  
 LX2192  ___________________________________________________________________
 LX2192  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2192  DYNAMIC HT  -          21.191 (meters)      69.52  (feet)  COMP
 LX2192  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 LX2192
 LX2192  VERT ORDER  -  FIRST     CLASS II
 LX2192
 LX2192.The horizontal coordinates were scaled from a topographic map and have
 LX2192.an estimated accuracy of +/- 6 seconds.
 LX2192
 LX2192.The orthometric height was determined by differential leveling
 LX2192.and adjusted by the National Geodetic Survey in June 1991..
 LX2192
 LX2192.The geoid height was determined by GEOID03.
 LX2192
 LX2192.The dynamic height is computed by dividing the NAVD 88
 LX2192.geopotential number by the normal gravity value computed on the
 LX2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2192.degrees latitude (g = 980.6199 gals.).
 LX2192
 LX2192.The modeled gravity was interpolated from observed gravity values.
 LX2192
 LX2192;                    North         East    Units  Estimated Accuracy
 LX2192;SPC CT       -   256,430.      311,150.      MT  (+/- 180 meters Scaled)
 LX2192
 LX2192                          SUPERSEDED SURVEY CONTROL
 LX2192
 LX2192.No superseded survey control is available for this station.
 LX2192
 LX2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM933268(NAD 83)
 LX2192_MARKER: DB = BENCH MARK DISK
 LX2192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2192_SP_SET: BRIDGE ABUTMENT
 LX2192_STAMPING: L 68 1984
 LX2192_MARK LOGO: NGS   
 LX2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2192
 LX2192  HISTORY     - Date     Condition        Report By
 LX2192  HISTORY     - 1984     MONUMENTED       NGS
 LX2192  HISTORY     - 1985     GOOD             NGS
 LX2192  HISTORY     - 1986     GOOD             NGS
 LX2192
 LX2192                          STATION DESCRIPTION
 LX2192
 LX2192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2192'IN HARTFORD.
 LX2192'IN HARTFORD, IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE MAIN
 LX2192'STREET BRIDGE OVER INTERSTATE 84, 4.45 METERS (14.6 FT) SOUTHWEST OF
 LX2192'THE SOUTHWEST CURB OF MAIN STREET.
 LX2192
 LX2192                          STATION RECOVERY (1985)
 LX2192
 LX2192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2192'RECOVERED IN GOOD CONDITION.
 LX2192
 LX2192                          STATION RECOVERY (1986)
 LX2192
 LX2192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2248 ***********************************************************************
 LX2248  DESIGNATION -  L 69
 LX2248  PID         -  LX2248
 LX2248  STATE/COUNTY-  CT/MIDDLESEX
 LX2248  USGS QUAD   -  ESSEX (1977)
 LX2248
 LX2248                         *CURRENT SURVEY CONTROL
 LX2248  ___________________________________________________________________
 LX2248* NAD 83(1986)-  41 21 59.     (N)    072 25 30.     (W)     SCALED    
 LX2248* NAVD 88     -        12.319  (meters)      40.42   (feet)  ADJUSTED  
 LX2248  ___________________________________________________________________
 LX2248  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX2248  DYNAMIC HT  -          12.314 (meters)      40.40  (feet)  COMP
 LX2248  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LX2248
 LX2248  VERT ORDER  -  FIRST     CLASS II
 LX2248
 LX2248.The horizontal coordinates were scaled from a topographic map and have
 LX2248.an estimated accuracy of +/- 6 seconds.
 LX2248
 LX2248.The orthometric height was determined by differential leveling
 LX2248.and adjusted by the National Geodetic Survey in June 1991..
 LX2248
 LX2248.The geoid height was determined by GEOID03.
 LX2248
 LX2248.The dynamic height is computed by dividing the NAVD 88
 LX2248.geopotential number by the normal gravity value computed on the
 LX2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2248.degrees latitude (g = 980.6199 gals.).
 LX2248
 LX2248.The modeled gravity was interpolated from observed gravity values.
 LX2248
 LX2248;                    North         East    Units  Estimated Accuracy
 LX2248;SPC CT       -   211,650.      331,990.      MT  (+/- 180 meters Scaled)
 LX2248
 LX2248                          SUPERSEDED SURVEY CONTROL
 LX2248
 LX2248.No superseded survey control is available for this station.
 LX2248
 LX2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL153826(NAD 83)
 LX2248_MARKER: DB = BENCH MARK DISK
 LX2248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2248_SP_SET: HEADWALL
 LX2248_STAMPING: L 69 1984
 LX2248_MARK LOGO: NGS   
 LX2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2248+STABILITY: SURFACE MOTION
 LX2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2248+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2248
 LX2248  HISTORY     - Date     Condition        Report By
 LX2248  HISTORY     - 1984     MONUMENTED       NGS
 LX2248  HISTORY     - 1989     GOOD             USPSQD
 LX2248  HISTORY     - 1991     GOOD             USPSQD
 LX2248  HISTORY     - 19940528 GOOD             USPSQD
 LX2248  HISTORY     - 19970524 GOOD             USPSQD
 LX2248  HISTORY     - 19991215 GOOD             USPSQD
 LX2248  HISTORY     - 20060211 GOOD             USPSQD
 LX2248
 LX2248                          STATION DESCRIPTION
 LX2248
 LX2248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2248'1.8 KM (1.1 MI) NORTH FROM CENTERBROOK.
 LX2248'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 9A (MIDDLESEX TURNPIKE) FROM
 LX2248'THE POST OFFICE IN CENTERBROOK TO THE MARK ON THE RIGHT, IN THE CENTER
 LX2248'OF A HEADWALL OF A CULVERT, ALSO 1.9 KM (1.25 MI) SOUTH ALONG STATE
 LX2248'HIGHWAY 9A (MIDDLESEX TURNPIKE) FROM THE POST OFFICE IN DEEP RIVER,
 LX2248'9.2 METERS (30.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 6.5 METERS
 LX2248'(21.5 FT) WEST OF THE WEST RAIL OF THE VALLEY RAILROAD, 10.9 METERS
 LX2248'(36.0 FT) NORTH OF POWER POLE 300.
 LX2248'THE MARK IS 0.60 METERS  NE FROM A WITNESS POST.
 LX2248'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2248
 LX2248                          STATION RECOVERY (1989)
 LX2248
 LX2248'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2248'RECOVERED IN GOOD CONDITION.
 LX2248
 LX2248                          STATION RECOVERY (1991)
 LX2248
 LX2248'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2248'RECOVERED IN GOOD CONDITION.
 LX2248
 LX2248                          STATION RECOVERY (1994)
 LX2248
 LX2248'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2248'RECOVERED IN GOOD CONDITION.
 LX2248
 LX2248                          STATION RECOVERY (1997)
 LX2248
 LX2248'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2248'RECOVERED IN GOOD CONDITION.
 LX2248
 LX2248                          STATION RECOVERY (1999)
 LX2248
 LX2248'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2248'RECOVERED IN GOOD CONDITION.
 LX2248
 LX2248                          STATION RECOVERY (2006)
 LX2248
 LX2248'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0539 ***********************************************************************
 LX0539  DESIGNATION -  L 7
 LX0539  PID         -  LX0539
 LX0539  STATE/COUNTY-  CT/HARTFORD
 LX0539  USGS QUAD   -  NEW BRITAIN (1992)
 LX0539
 LX0539                         *CURRENT SURVEY CONTROL
 LX0539  ___________________________________________________________________
 LX0539* NAD 83(1986)-  41 40 13.     (N)    072 50 06.     (W)     SCALED    
 LX0539* NAVD 88     -        59.654  (meters)     195.71   (feet)  POSTED    
 LX0539  ___________________________________________________________________
 LX0539  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX0539  DYNAMIC HT  -          59.640 (meters)     195.67  (feet)  COMP
 LX0539  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 LX0539
 LX0539  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0539
 LX0539.The horizontal coordinates were scaled from a topographic map and have
 LX0539.an estimated accuracy of +/- 6 seconds.
 LX0539
 LX0539.The orthometric height was determined by differential leveling
 LX0539.and adjusted by the National Geodetic Survey in 1992..
 LX0539.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0539.rate of 0.0 thru 1.0 mm/km.
 LX0539
 LX0539.The geoid height was determined by GEOID03.
 LX0539
 LX0539.The dynamic height is computed by dividing the NAVD 88
 LX0539.geopotential number by the normal gravity value computed on the
 LX0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0539.degrees latitude (g = 980.6199 gals.).
 LX0539
 LX0539.The modeled gravity was interpolated from observed gravity values.
 LX0539
 LX0539;                    North         East    Units  Estimated Accuracy
 LX0539;SPC CT       -   245,350.      297,720.      MT  (+/- 180 meters Scaled)
 LX0539
 LX0539                          SUPERSEDED SURVEY CONTROL
 LX0539
 LX0539  NGVD 29 (??/??/92)   59.926  (m)          196.61   (f) ADJ UNCH    1 2
 LX0539
 LX0539.Superseded values are not recommended for survey control.
 LX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0539.See file dsdata.txt to determine how the superseded data were derived.
 LX0539
 LX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM802154(NAD 83)
 LX0539_MARKER: DB = BENCH MARK DISK
 LX0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0539_SP_SET: GRANITE BLOCK
 LX0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0539
 LX0539  HISTORY     - Date     Condition        Report By
 LX0539  HISTORY     - UNK      MONUMENTED       CGS
 LX0539  HISTORY     - 1923     GOOD             NGS
 LX0539  HISTORY     - 1934     GOOD             LOCSUR
 LX0539  HISTORY     - 1972     GOOD             CTGS
 LX0539
 LX0539                          STATION DESCRIPTION
 LX0539
 LX0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0539'1.7 MI E FROM PLAINVILLE.
 LX0539'ABOUT 1.7 MI E OF PLAINVILLE, HARTFORD COUNTY, ON THE NEW YORK,
 LX0539'NEW HAVEN AND HARTFORD RR, 300 FT W OF A WHISTLE POST, ON THE
 LX0539'SE CORNER OF BRIDGE 43.64, IN A GRANITE BLOCK.  A STANDARD DISK.
 LX0539'NOTE-- 31 RAILS E OF LEDGE ROAD.
 LX0539
 LX0539                          STATION RECOVERY (1934)
 LX0539
 LX0539'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0539'RECOVERED IN GOOD CONDITION.
 LX0539
 LX0539                          STATION RECOVERY (1972)
 LX0539
 LX0539'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2289 ***********************************************************************
 LX2289  DESIGNATION -  L 71
 LX2289  PID         -  LX2289
 LX2289  STATE/COUNTY-  CT/FAIRFIELD
 LX2289  USGS QUAD   -  POUND RIDGE (1971)
 LX2289
 LX2289                         *CURRENT SURVEY CONTROL
 LX2289  ___________________________________________________________________
 LX2289* NAD 83(1986)-  41 11 27.     (N)    073 31 10.     (W)     SCALED    
 LX2289* NAVD 88     -       158.166  (meters)     518.92   (feet)  ADJUSTED  
 LX2289  ___________________________________________________________________
 LX2289  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX2289  DYNAMIC HT  -         158.111 (meters)     518.74  (feet)  COMP
 LX2289  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LX2289
 LX2289  VERT ORDER  -  FIRST     CLASS II
 LX2289
 LX2289.The horizontal coordinates were scaled from a topographic map and have
 LX2289.an estimated accuracy of +/- 6 seconds.
 LX2289
 LX2289.The orthometric height was determined by differential leveling
 LX2289.and adjusted by the National Geodetic Survey in June 1991..
 LX2289
 LX2289.The geoid height was determined by GEOID03.
 LX2289
 LX2289.The dynamic height is computed by dividing the NAVD 88
 LX2289.geopotential number by the normal gravity value computed on the
 LX2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2289.degrees latitude (g = 980.6199 gals.).
 LX2289
 LX2289.The modeled gravity was interpolated from observed gravity values.
 LX2289
 LX2289;                    North         East    Units  Estimated Accuracy
 LX2289;SPC CT       -   192,390.      240,250.      MT  (+/- 180 meters Scaled)
 LX2289
 LX2289                          SUPERSEDED SURVEY CONTROL
 LX2289
 LX2289.No superseded survey control is available for this station.
 LX2289
 LX2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL241609(NAD 83)
 LX2289_MARKER: I = METAL ROD
 LX2289_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2289+WITH SETTING: INFORMATION.
 LX2289_SP_SET: SHALLOW-SET METAL ROD
 LX2289_STAMPING: L 71 1985
 LX2289_MARK LOGO: NGS   
 LX2289_PROJECTION: FLUSH
 LX2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2289_ROD/PIPE-DEPTH: 1.3  meters
 LX2289
 LX2289  HISTORY     - Date     Condition        Report By
 LX2289  HISTORY     - 1985     MONUMENTED       NGS
 LX2289  HISTORY     - 20040601 GOOD             NYDT
 LX2289
 LX2289                          STATION DESCRIPTION
 LX2289
 LX2289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2289'3.1 KM (1.9 MI) SE FROM POUND RIDGE NY.
 LX2289'2.6 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LX2289'IN POUND RIDGE, NY, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG LUKES WOOD
 LX2289'TO THE MARK ON THE LEFT, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 LX2289'MICHIGAN ROAD, 7.3 METERS (24.0 FT) NORTH OF THE CENTER OF MICHIGAN
 LX2289'ROAD, 11.1 METERS (36.5 FT) EAST OF THE CENTER OF LUKES WOOD ROAD,
 LX2289'4.8 METERS (16.0 FT) EAST OF POWER POLE 6630.  NOTE--SEVERAL ATTEMPTS
 LX2289'WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 LX2289'1.3 METERS.  NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5 INCH
 LX2289'LOGO CAP.
 LX2289'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2289'THE MARK IS 0.60 M ABOVE MICHIGAN ROAD.
 LX2289
 LX2289                          STATION RECOVERY (2004)
 LX2289
 LX2289'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX2289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2275 ***********************************************************************
 LX2275  DESIGNATION -  L 72
 LX2275  PID         -  LX2275
 LX2275  STATE/COUNTY-  CT/FAIRFIELD
 LX2275  USGS QUAD   -  STAMFORD (1984)
 LX2275
 LX2275                         *CURRENT SURVEY CONTROL
 LX2275  ___________________________________________________________________
 LX2275* NAD 83(1986)-  41 06 01.     (N)    073 34 56.     (W)     SCALED    
 LX2275* NAVD 88     -        70.320  (meters)     230.71   (feet)  ADJUSTED  
 LX2275  ___________________________________________________________________
 LX2275  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX2275  DYNAMIC HT  -          70.296 (meters)     230.63  (feet)  COMP
 LX2275  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX2275
 LX2275  VERT ORDER  -  FIRST     CLASS II
 LX2275
 LX2275.The horizontal coordinates were scaled from a topographic map and have
 LX2275.an estimated accuracy of +/- 6 seconds.
 LX2275
 LX2275.The orthometric height was determined by differential leveling
 LX2275.and adjusted by the National Geodetic Survey in June 1991..
 LX2275
 LX2275.The geoid height was determined by GEOID03.
 LX2275
 LX2275.The dynamic height is computed by dividing the NAVD 88
 LX2275.geopotential number by the normal gravity value computed on the
 LX2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2275.degrees latitude (g = 980.6199 gals.).
 LX2275
 LX2275.The modeled gravity was interpolated from observed gravity values.
 LX2275
 LX2275;                    North         East    Units  Estimated Accuracy
 LX2275;SPC CT       -   182,380.      234,890.      MT  (+/- 180 meters Scaled)
 LX2275
 LX2275                          SUPERSEDED SURVEY CONTROL
 LX2275
 LX2275.No superseded survey control is available for this station.
 LX2275
 LX2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL190508(NAD 83)
 LX2275_MARKER: DB = BENCH MARK DISK
 LX2275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2275_SP_SET: BRIDGE ABUTMENT
 LX2275_STAMPING: L 72 1985
 LX2275_MARK LOGO: NGS   
 LX2275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2275
 LX2275  HISTORY     - Date     Condition        Report By
 LX2275  HISTORY     - 1985     MONUMENTED       NGS
 LX2275
 LX2275                          STATION DESCRIPTION
 LX2275
 LX2275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2275'3.5 KM (2.15 MI) SW FROM STAMFORD.
 LX2275'3.5 KM (2.15 MI) SOUTHWEST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2275'FROM THE OVERPASS FOR STATE HIGHWAY 137 IN STAMFORD TO THE MARK ON THE
 LX2275'LEFT, IN TOP OF THE LOWER SOUTHWEST ABUTMENT OF THE RIVERBANK ROAD
 LX2275'OVERPASS, 0.18 METER (0.6 FT) SOUTH OF THE SOUTH EDGE OF THE HIGHWAY,
 LX2275'0.15 METER (0.5 FT) EAST OF THE SOUTHWEST END OF THE ABUTMENT.
 LX2275'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2320 ***********************************************************************
 LX2320  DESIGNATION -  L 73
 LX2320  PID         -  LX2320
 LX2320  STATE/COUNTY-  CT/FAIRFIELD
 LX2320  USGS QUAD   -  BOTSFORD (1984)
 LX2320
 LX2320                         *CURRENT SURVEY CONTROL
 LX2320  ___________________________________________________________________
 LX2320* NAD 83(1986)-  41 17 17.     (N)    073 19 35.     (W)     SCALED    
 LX2320* NAVD 88     -        97.821  (meters)     320.93   (feet)  ADJUSTED  
 LX2320  ___________________________________________________________________
 LX2320  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2320  DYNAMIC HT  -          97.789 (meters)     320.83  (feet)  COMP
 LX2320  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX2320
 LX2320  VERT ORDER  -  FIRST     CLASS II
 LX2320
 LX2320.The horizontal coordinates were scaled from a topographic map and have
 LX2320.an estimated accuracy of +/- 6 seconds.
 LX2320
 LX2320.The orthometric height was determined by differential leveling
 LX2320.and adjusted by the National Geodetic Survey in June 1991..
 LX2320
 LX2320.The geoid height was determined by GEOID03.
 LX2320
 LX2320.The dynamic height is computed by dividing the NAVD 88
 LX2320.geopotential number by the normal gravity value computed on the
 LX2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2320.degrees latitude (g = 980.6199 gals.).
 LX2320
 LX2320.The modeled gravity was interpolated from observed gravity values.
 LX2320
 LX2320;                    North         East    Units  Estimated Accuracy
 LX2320;SPC CT       -   203,060.      256,520.      MT  (+/- 180 meters Scaled)
 LX2320
 LX2320                          SUPERSEDED SURVEY CONTROL
 LX2320
 LX2320.No superseded survey control is available for this station.
 LX2320
 LX2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL401720(NAD 83)
 LX2320_MARKER: DB = BENCH MARK DISK
 LX2320_SETTING: 66 = SET IN ROCK OUTCROP
 LX2320_SP_SET: ROCK OUTCROP
 LX2320_STAMPING: L 73 1985
 LX2320_MARK LOGO: NGS   
 LX2320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2320+STABILITY: POSITION/ELEVATION WELL
 LX2320
 LX2320  HISTORY     - Date     Condition        Report By
 LX2320  HISTORY     - 1985     MONUMENTED       NGS
 LX2320
 LX2320                          STATION DESCRIPTION
 LX2320
 LX2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2320'4.4 KM (2.75 MI) SOUTH FROM REDDING RIDGE.
 LX2320'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUCNTION OF
 LX2320'CROSS HIGHWAY IN REDDING RIDGE, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG
 LX2320'PINE TREE ROAD, THENCE 1.0 KM (0.65 MI) NORTHEAST ALONG ROCK HOUSE
 LX2320'ROAD TO THE MARK ON THE LEFT, 4.8 METERS (16.0 FT) NORTHWEST OF THE
 LX2320'CENTERLINE OF ROCK HOUSE ROAD, 44.2 METERS (145.0 FT) NORTHEAST OF THE
 LX2320'CENTER OF VALLEY ROAD.
 LX2320'THE MARK IS 1.9 METERS  W FROM  A WITNESS POST
 LX2320'THE MARK IS 1.1 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2353 ***********************************************************************
 LX2353  DESIGNATION -  L 74
 LX2353  PID         -  LX2353
 LX2353  STATE/COUNTY-  CT/FAIRFIELD
 LX2353  USGS QUAD   -  NEWTOWN (1984)
 LX2353
 LX2353                         *CURRENT SURVEY CONTROL
 LX2353  ___________________________________________________________________
 LX2353* NAD 83(1986)-  41 22 33.     (N)    073 16 24.     (W)     SCALED    
 LX2353* NAVD 88     -       104.024  (meters)     341.29   (feet)  ADJUSTED  
 LX2353  ___________________________________________________________________
 LX2353  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2353  DYNAMIC HT  -         103.988 (meters)     341.17  (feet)  COMP
 LX2353  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX2353
 LX2353  VERT ORDER  -  FIRST     CLASS II
 LX2353
 LX2353.The horizontal coordinates were scaled from a topographic map and have
 LX2353.an estimated accuracy of +/- 6 seconds.
 LX2353
 LX2353.The orthometric height was determined by differential leveling
 LX2353.and adjusted by the National Geodetic Survey in June 1991..
 LX2353
 LX2353.The geoid height was determined by GEOID03.
 LX2353
 LX2353.The dynamic height is computed by dividing the NAVD 88
 LX2353.geopotential number by the normal gravity value computed on the
 LX2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2353.degrees latitude (g = 980.6199 gals.).
 LX2353
 LX2353.The modeled gravity was interpolated from observed gravity values.
 LX2353
 LX2353;                    North         East    Units  Estimated Accuracy
 LX2353;SPC CT       -   212,780.      261,020.      MT  (+/- 180 meters Scaled)
 LX2353
 LX2353                          SUPERSEDED SURVEY CONTROL
 LX2353
 LX2353.No superseded survey control is available for this station.
 LX2353
 LX2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL443819(NAD 83)
 LX2353_MARKER: DB = BENCH MARK DISK
 LX2353_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2353_SP_SET: BRIDGE ABUTMENT
 LX2353_STAMPING: L 74 1985
 LX2353_MARK LOGO: NGS   
 LX2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2353+STABILITY: SURFACE MOTION
 LX2353
 LX2353  HISTORY     - Date     Condition        Report By
 LX2353  HISTORY     - 1985     MONUMENTED       NGS
 LX2353  HISTORY     - 19910730 GOOD             USPSQD
 LX2353
 LX2353                          STATION DESCRIPTION
 LX2353
 LX2353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2353'5.5 KM (3.4 MI) SE FROM NEWTOWN.
 LX2353'5.5 KM (3.4 MI) SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2353'U.S. HIGHWAYS 6 AND 202 IN NEWTOWN TO THE MARK ON THE RIGHT, IN TOP OF
 LX2353'THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER THE NORTH BRANCH OF THE
 LX2353'POOTATUCK RIVER, 8.96 METERS (29.4 FT) WEST OF THE CENTERLINE OF THE
 LX2353'HIGHWAY.
 LX2353'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2353
 LX2353                          STATION RECOVERY (1991)
 LX2353
 LX2353'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2468 ***********************************************************************
 LX2468  DESIGNATION -  L 75
 LX2468  PID         -  LX2468
 LX2468  STATE/COUNTY-  CT/LITCHFIELD
 LX2468  USGS QUAD   -  THOMASTON (1976)
 LX2468
 LX2468                         *CURRENT SURVEY CONTROL
 LX2468  ___________________________________________________________________
 LX2468* NAD 83(1986)-  41 42 51.     (N)    073 04 08.     (W)     SCALED    
 LX2468* NAVD 88     -       195.353  (meters)     640.92   (feet)  ADJUSTED  
 LX2468  ___________________________________________________________________
 LX2468  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2468  DYNAMIC HT  -         195.291 (meters)     640.72  (feet)  COMP
 LX2468  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LX2468
 LX2468  VERT ORDER  -  FIRST     CLASS II
 LX2468
 LX2468.The horizontal coordinates were scaled from a topographic map and have
 LX2468.an estimated accuracy of +/- 6 seconds.
 LX2468
 LX2468.The orthometric height was determined by differential leveling
 LX2468.and adjusted by the National Geodetic Survey in June 1991..
 LX2468
 LX2468.The geoid height was determined by GEOID03.
 LX2468
 LX2468.The dynamic height is computed by dividing the NAVD 88
 LX2468.geopotential number by the normal gravity value computed on the
 LX2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2468.degrees latitude (g = 980.6199 gals.).
 LX2468
 LX2468.The modeled gravity was interpolated from observed gravity values.
 LX2468
 LX2468;                    North         East    Units  Estimated Accuracy
 LX2468;SPC CT       -   250,270.      278,260.      MT  (+/- 180 meters Scaled)
 LX2468
 LX2468                          SUPERSEDED SURVEY CONTROL
 LX2468
 LX2468.No superseded survey control is available for this station.
 LX2468
 LX2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM606198(NAD 83)
 LX2468_MARKER: DB = BENCH MARK DISK
 LX2468_SETTING: 66 = SET IN ROCK OUTCROP
 LX2468_SP_SET: ROCK OUTCROP
 LX2468_STAMPING: L 75 1985
 LX2468_MARK LOGO: NGS   
 LX2468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2468+STABILITY: POSITION/ELEVATION WELL
 LX2468
 LX2468  HISTORY     - Date     Condition        Report By
 LX2468  HISTORY     - 1985     MONUMENTED       NGS
 LX2468
 LX2468                          STATION DESCRIPTION
 LX2468
 LX2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2468'6.1 KM (3.8 MI) SOUTH FROM HARWINTON.
 LX2468'6.1 KM (3.8 MI) SOUTH ALONG STATE HIGHWAY 222 FROM THE JUNCTION OF
 LX2468'STATE HIGHWAY 118 IN HARWINTON TO THE MARK ON THE RIGHT, IN TOP OF A
 LX2468'ROCK OUTCROP, DIRECTLY ACROSS THE HIGHWAY FROM A SINGLE STORY FRAME
 LX2468'HOUSE NUMBER 810, 12.80 METERS (42.0 FT) WEST OF THE CENTERLINE OF THE
 LX2468'HIGHWAY, 25.29 METERS (83.0 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM
 LX2468'THE CENTER OF THE PAVED DRIVE TO THE HOUSE, 4.87 METERS (16.0 FT)
 LX2468'SOUTH OF THE SOUTH GATE POST OF AN ENTRANCE GATE FOR AN OPEN FIELD.
 LX2468'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LX2468'THE MARK IS 1.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2695 ***********************************************************************
 LX2695  DESIGNATION -  L 76
 LX2695  PID         -  LX2695
 LX2695  STATE/COUNTY-  CT/HARTFORD
 LX2695  USGS QUAD   -  COLLINSVILLE (1984)
 LX2695
 LX2695                         *CURRENT SURVEY CONTROL
 LX2695  ___________________________________________________________________
 LX2695* NAD 83(1986)-  41 49 47.     (N)    072 54 10.     (W)     SCALED    
 LX2695* NAVD 88     -       117.796  (meters)     386.47   (feet)  ADJUSTED  
 LX2695  ___________________________________________________________________
 LX2695  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 LX2695  DYNAMIC HT  -         117.762 (meters)     386.36  (feet)  COMP
 LX2695  MODELED GRAV-     980,330.0   (mgal)                       NAVD 88
 LX2695
 LX2695  VERT ORDER  -  FIRST     CLASS II
 LX2695
 LX2695.The horizontal coordinates were scaled from a topographic map and have
 LX2695.an estimated accuracy of +/- 6 seconds.
 LX2695
 LX2695.The orthometric height was determined by differential leveling
 LX2695.and adjusted by the National Geodetic Survey in June 1991..
 LX2695
 LX2695.The geoid height was determined by GEOID03.
 LX2695
 LX2695.The dynamic height is computed by dividing the NAVD 88
 LX2695.geopotential number by the normal gravity value computed on the
 LX2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2695.degrees latitude (g = 980.6199 gals.).
 LX2695
 LX2695.The modeled gravity was interpolated from observed gravity values.
 LX2695
 LX2695;                    North         East    Units  Estimated Accuracy
 LX2695;SPC CT       -   263,070.      292,110.      MT  (+/- 180 meters Scaled)
 LX2695
 LX2695                          SUPERSEDED SURVEY CONTROL
 LX2695
 LX2695.No superseded survey control is available for this station.
 LX2695
 LX2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM741329(NAD 83)
 LX2695_MARKER: DB = BENCH MARK DISK
 LX2695_SETTING: 66 = SET IN ROCK OUTCROP
 LX2695_SP_SET: ROCK OUTCROP
 LX2695_STAMPING: L 76 1985
 LX2695_MARK LOGO: NGS   
 LX2695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2695+STABILITY: POSITION/ELEVATION WELL
 LX2695
 LX2695  HISTORY     - Date     Condition        Report By
 LX2695  HISTORY     - 1985     MONUMENTED       NGS
 LX2695
 LX2695                          STATION DESCRIPTION
 LX2695
 LX2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2695'1.5 KM (0.95 MI) NW FROM CANTON.
 LX2695'1.5 KM (0.95 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2695'STATE HIGHWAY 177 IN CANTON TO THE MARK ON THE RIGHT, AT THE JUNCTION
 LX2695'OF BRISTOL DRIVE, IN TOP OF THE NORTHEAST SIDE OF A 12 BY 14 FOOT ROCK
 LX2695'OUTCROP, 54.10 METERS (177.5 FT) NORTH OF THE CENTER LINE OF THE
 LX2695'HIGHWAY, 18.44 METERS (60.5 FT) EAST OF THE CENTER LINE OF BRISTOL
 LX2695'DRIVE, 7.92 METERS (26.0 FT) WEST OF THE NORTHWEST CORNER OF A ONE CAR
 LX2695'GARAGE OF A TWO-STORY FRAME HOUSE.
 LX2695'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX2695'THE MARK IS 3.04 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2519 ***********************************************************************
 LX2519  DESIGNATION -  L 77
 LX2519  PID         -  LX2519
 LX2519  STATE/COUNTY-  CT/NEW HAVEN
 LX2519  USGS QUAD   -  ANSONIA (1984)
 LX2519
 LX2519                         *CURRENT SURVEY CONTROL
 LX2519  ___________________________________________________________________
 LX2519* NAD 83(1986)-  41 21 13.     (N)    073 05 40.     (W)     SCALED    
 LX2519* NAVD 88     -        50.710  (meters)     166.37   (feet)  ADJUSTED  
 LX2519  ___________________________________________________________________
 LX2519  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2519  DYNAMIC HT  -          50.694 (meters)     166.32  (feet)  COMP
 LX2519  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 LX2519
 LX2519  VERT ORDER  -  FIRST     CLASS II
 LX2519
 LX2519.The horizontal coordinates were scaled from a topographic map and have
 LX2519.an estimated accuracy of +/- 6 seconds.
 LX2519
 LX2519.The orthometric height was determined by differential leveling
 LX2519.and adjusted by the National Geodetic Survey in June 1991..
 LX2519
 LX2519.The geoid height was determined by GEOID03.
 LX2519
 LX2519.The dynamic height is computed by dividing the NAVD 88
 LX2519.geopotential number by the normal gravity value computed on the
 LX2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2519.degrees latitude (g = 980.6199 gals.).
 LX2519
 LX2519.The modeled gravity was interpolated from observed gravity values.
 LX2519
 LX2519;                    North         East    Units  Estimated Accuracy
 LX2519;SPC CT       -   210,240.      275,980.      MT  (+/- 180 meters Scaled)
 LX2519
 LX2519                          SUPERSEDED SURVEY CONTROL
 LX2519
 LX2519.No superseded survey control is available for this station.
 LX2519
 LX2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL594797(NAD 83)
 LX2519_MARKER: DB = BENCH MARK DISK
 LX2519_SETTING: 66 = SET IN ROCK OUTCROP
 LX2519_SP_SET: ROCK CUT
 LX2519_STAMPING: L 77 1985
 LX2519_MARK LOGO: NGS   
 LX2519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2519+STABILITY: POSITION/ELEVATION WELL
 LX2519
 LX2519  HISTORY     - Date     Condition        Report By
 LX2519  HISTORY     - 1985     MONUMENTED       NGS
 LX2519
 LX2519                          STATION DESCRIPTION
 LX2519
 LX2519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2519'4.1 KM (2.55 MI) NORTH FROM DERBY.
 LX2519'4.1 KM (2.55 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2519'STATE HIGHWAY 34 IN DERBY TO THE MARK ON THE LEFT, SET VERTICALLY NEAR
 LX2519'THE SOUTHWEST END OF A LONG ROCK CUT, 10.67 METERS (35.0 FT) NORTHWEST
 LX2519'OF THE CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 7.32 METERS
 LX2519'(24.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE ROCK CUT.
 LX2519'THE MARK IS 0.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2848 ***********************************************************************
 LX2848  DESIGNATION -  L 78
 LX2848  PID         -  LX2848
 LX2848  STATE/COUNTY-  CT/NEW HAVEN
 LX2848  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2848
 LX2848                         *CURRENT SURVEY CONTROL
 LX2848  ___________________________________________________________________
 LX2848* NAD 83(1986)-  41 28 13.     (N)    072 56 44.     (W)     SCALED    
 LX2848* NAVD 88     -       133.330  (meters)     437.43   (feet)  ADJUSTED  
 LX2848  ___________________________________________________________________
 LX2848  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2848  DYNAMIC HT  -         133.287 (meters)     437.29  (feet)  COMP
 LX2848  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 LX2848
 LX2848  VERT ORDER  -  FIRST     CLASS II
 LX2848
 LX2848.The horizontal coordinates were scaled from a topographic map and have
 LX2848.an estimated accuracy of +/- 6 seconds.
 LX2848
 LX2848.The orthometric height was determined by differential leveling
 LX2848.and adjusted by the National Geodetic Survey in June 1991..
 LX2848
 LX2848.The geoid height was determined by GEOID03.
 LX2848
 LX2848.The dynamic height is computed by dividing the NAVD 88
 LX2848.geopotential number by the normal gravity value computed on the
 LX2848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2848.degrees latitude (g = 980.6199 gals.).
 LX2848
 LX2848.The modeled gravity was interpolated from observed gravity values.
 LX2848
 LX2848;                    North         East    Units  Estimated Accuracy
 LX2848;SPC CT       -   223,160.      288,470.      MT  (+/- 180 meters Scaled)
 LX2848
 LX2848                          SUPERSEDED SURVEY CONTROL
 LX2848
 LX2848.No superseded survey control is available for this station.
 LX2848
 LX2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL715930(NAD 83)
 LX2848_MARKER: DB = BENCH MARK DISK
 LX2848_SETTING: 66 = SET IN ROCK OUTCROP
 LX2848_SP_SET: ROCK OUTCROP
 LX2848_STAMPING: L 78 1985
 LX2848_MARK LOGO: NGS   
 LX2848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2848+STABILITY: POSITION/ELEVATION WELL
 LX2848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2848+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 LX2848
 LX2848  HISTORY     - Date     Condition        Report By
 LX2848  HISTORY     - 1985     MONUMENTED       NGS
 LX2848  HISTORY     - 19910505 GOOD             USPSQD
 LX2848  HISTORY     - 20050428 GOOD             GEOCAC
 LX2848
 LX2848                          STATION DESCRIPTION
 LX2848
 LX2848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2848'4.4 KM (2.75 MI) WEST FROM CHESHIRE.
 LX2848'4.4 KM (2.75 MI) WEST ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 LX2848'STATE HIGHWY 10 IN CHESHIRE TO THE MARK ON THE RIGHT, IN THE TOP OF A
 LX2848'ROCK OUTCROP, 12.8 METERS (42.0 FT) NORTHWEST OF THE CENTER LINE OF
 LX2848'THE HIGHWAY, 17.07 METERS (56.0 FT) WEST OF UTILITY POLE NUMBER 5106.
 LX2848'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LX2848
 LX2848                          STATION RECOVERY (1991)
 LX2848
 LX2848'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2848'RECOVERED IN GOOD CONDITION.
 LX2848
 LX2848                          STATION RECOVERY (2005)
 LX2848
 LX2848'RECOVERY NOTE BY GEOCACHING 2005 (DJB)
 LX2848'RECOVERED AS DESCRIBED
 LX2848'NATIONAL MAP CORPS VOLUNTEER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2618 ***********************************************************************
 LX2618  DESIGNATION -  L 79
 LX2618  PID         -  LX2618
 LX2618  STATE/COUNTY-  CT/LITCHFIELD
 LX2618  USGS QUAD   -  LITCHFIELD (1984)
 LX2618
 LX2618                         *CURRENT SURVEY CONTROL
 LX2618  ___________________________________________________________________
 LX2618* NAD 83(1986)-  41 43 51.     (N)    073 13 00.     (W)     SCALED    
 LX2618* NAVD 88     -       277.591  (meters)     910.73   (feet)  ADJUSTED  
 LX2618  ___________________________________________________________________
 LX2618  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2618  DYNAMIC HT  -         277.498 (meters)     910.42  (feet)  COMP
 LX2618  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LX2618
 LX2618  VERT ORDER  -  FIRST     CLASS II
 LX2618
 LX2618.The horizontal coordinates were scaled from a topographic map and have
 LX2618.an estimated accuracy of +/- 6 seconds.
 LX2618
 LX2618.The orthometric height was determined by differential leveling
 LX2618.and adjusted by the National Geodetic Survey in June 1991..
 LX2618
 LX2618.The geoid height was determined by GEOID03.
 LX2618
 LX2618.The dynamic height is computed by dividing the NAVD 88
 LX2618.geopotential number by the normal gravity value computed on the
 LX2618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2618.degrees latitude (g = 980.6199 gals.).
 LX2618
 LX2618.The modeled gravity was interpolated from observed gravity values.
 LX2618
 LX2618;                    North         East    Units  Estimated Accuracy
 LX2618;SPC CT       -   252,180.      265,980.      MT  (+/- 180 meters Scaled)
 LX2618
 LX2618                          SUPERSEDED SURVEY CONTROL
 LX2618
 LX2618.No superseded survey control is available for this station.
 LX2618
 LX2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM483214(NAD 83)
 LX2618_MARKER: DB = BENCH MARK DISK
 LX2618_SETTING: 66 = SET IN ROCK OUTCROP
 LX2618_SP_SET: BEDROCK
 LX2618_STAMPING: L 79 1985
 LX2618_MARK LOGO: NGS   
 LX2618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2618+STABILITY: POSITION/ELEVATION WELL
 LX2618
 LX2618  HISTORY     - Date     Condition        Report By
 LX2618  HISTORY     - 1985     MONUMENTED       NGS
 LX2618
 LX2618                          STATION DESCRIPTION
 LX2618
 LX2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2618'2.5 KM (1.55 MI) NE FROM BANTAM.
 LX2618'2.5 KM (1.55 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2618'IN BANTAM TO THE MARK ON THE RIGHT, 18.8 METERS (62.0 FT) SOUTHEAST OF
 LX2618'THE CENTER LINE OF THE HIGHWAY, 23.7 METERS (78.0 FT) NORTHEAST OF THE
 LX2618'CENTER OF BISSELL ROAD, 4.6 METERS (15.3 FT) SOUTHEAST OF POWER POLE
 LX2618'NUMBER 848-S, 0.5 METER (1.7 FT) SOUTHWEST OF THE END OF THE GUY WIRE
 LX2618'FOR THE POWER POLE.
 LX2618'THE MARK IS 0.90 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0524 ***********************************************************************
 LX0524  DESIGNATION -  L 8
 LX0524  PID         -  LX0524
 LX0524  STATE/COUNTY-  CT/HARTFORD
 LX0524  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0524
 LX0524                         *CURRENT SURVEY CONTROL
 LX0524  ___________________________________________________________________
 LX0524* NAD 83(1986)-  41 54 14.     (N)    072 37 38.     (W)     SCALED    
 LX0524* NAVD 88     -        11.655  (meters)      38.24   (feet)  POSTED    
 LX0524  ___________________________________________________________________
 LX0524  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX0524  DYNAMIC HT  -          11.650 (meters)      38.22  (feet)  COMP
 LX0524  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 LX0524
 LX0524  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0524
 LX0524.The horizontal coordinates were scaled from a topographic map and have
 LX0524.an estimated accuracy of +/- 6 seconds.
 LX0524
 LX0524.The orthometric height was determined by differential leveling
 LX0524.and adjusted by the National Geodetic Survey in 1992..
 LX0524.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0524.rate of 0.0 thru 1.0 mm/km.
 LX0524
 LX0524.The geoid height was determined by GEOID03.
 LX0524
 LX0524.The dynamic height is computed by dividing the NAVD 88
 LX0524.geopotential number by the normal gravity value computed on the
 LX0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0524.degrees latitude (g = 980.6199 gals.).
 LX0524
 LX0524.The modeled gravity was interpolated from observed gravity values.
 LX0524
 LX0524;                    North         East    Units  Estimated Accuracy
 LX0524;SPC CT       -   271,310.      314,990.      MT  (+/- 180 meters Scaled)
 LX0524
 LX0524                          SUPERSEDED SURVEY CONTROL
 LX0524
 LX0524  NGVD 29 (??/??/92)   11.892  (m)           39.02   (f) ADJ UNCH    1 2
 LX0524
 LX0524.Superseded values are not recommended for survey control.
 LX0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0524.See file dsdata.txt to determine how the superseded data were derived.
 LX0524
 LX0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM968418(NAD 83)
 LX0524_MARKER: DB = BENCH MARK DISK
 LX0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0524_STAMPING: 39.016 L 8 1923
 LX0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0524+STABILITY: SURFACE MOTION
 LX0524
 LX0524  HISTORY     - Date     Condition        Report By
 LX0524  HISTORY     - 1923     MONUMENTED       CGS
 LX0524  HISTORY     - 1967     GOOD             NGS
 LX0524
 LX0524                          STATION DESCRIPTION
 LX0524
 LX0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0524'3 MI N FROM WINDSOR.
 LX0524'ABOUT 3 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0524'RAILROAD FROM THE STATION AT WINDSOR, HARTFORD COUNTY, ABOUT
 LX0524'2 MILES SOUTH OF THE STATION AT WINDSOR LOCKS, ABOUT 1/4 MILE
 LX0524'SOUTH OF BRIDGE 47.19 CARRYING A HIGHWAY OVER THE TRACK, 54
 LX0524'RAILS SOUTH OF SIGNAL H 47.0, AT A PRIVATE-ROAD CROSSING, 24.6
 LX0524'FEET EAST OF THE EAST RAIL, 12 FEET SOUTH OF THE ROAD, AND
 LX0524'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0524'39.016 L 8 1923 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2585 ***********************************************************************
 LX2585  DESIGNATION -  L 80
 LX2585  PID         -  LX2585
 LX2585  STATE/COUNTY-  CT/LITCHFIELD
 LX2585  USGS QUAD   -  WOODBURY (1984)
 LX2585
 LX2585                         *CURRENT SURVEY CONTROL
 LX2585  ___________________________________________________________________
 LX2585* NAD 83(1986)-  41 31 47.     (N)    073 11 44.     (W)     SCALED    
 LX2585* NAVD 88     -       103.897  (meters)     340.87   (feet)  ADJUSTED  
 LX2585  ___________________________________________________________________
 LX2585  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX2585  DYNAMIC HT  -         103.863 (meters)     340.76  (feet)  COMP
 LX2585  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LX2585
 LX2585  VERT ORDER  -  FIRST     CLASS II
 LX2585
 LX2585.The horizontal coordinates were scaled from a topographic map and have
 LX2585.an estimated accuracy of +/- 6 seconds.
 LX2585
 LX2585.The orthometric height was determined by differential leveling
 LX2585.and adjusted by the National Geodetic Survey in June 1991..
 LX2585
 LX2585.The geoid height was determined by GEOID03.
 LX2585
 LX2585.The dynamic height is computed by dividing the NAVD 88
 LX2585.geopotential number by the normal gravity value computed on the
 LX2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2585.degrees latitude (g = 980.6199 gals.).
 LX2585
 LX2585.The modeled gravity was interpolated from observed gravity values.
 LX2585
 LX2585;                    North         East    Units  Estimated Accuracy
 LX2585;SPC CT       -   229,840.      267,620.      MT  (+/- 180 meters Scaled)
 LX2585
 LX2585                          SUPERSEDED SURVEY CONTROL
 LX2585
 LX2585.No superseded survey control is available for this station.
 LX2585
 LX2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL505991(NAD 83)
 LX2585_MARKER: I = METAL ROD
 LX2585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2585_SP_SET: STAINLESS STEEL ROD
 LX2585_STAMPING: L 80 1985
 LX2585_MARK LOGO: NGS   
 LX2585_PROJECTION: FLUSH
 LX2585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2585_ROD/PIPE-DEPTH: 7.8  meters
 LX2585
 LX2585  HISTORY     - Date     Condition        Report By
 LX2585  HISTORY     - 1985     MONUMENTED       NGS
 LX2585
 LX2585                          STATION DESCRIPTION
 LX2585
 LX2585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2585'0.8 KM (0.5 MI) EAST FROM WOODBURY.
 LX2585'0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF U.S.
 LX2585'HIGHWAY 6 IN WOODBURY TO THE MARK ON THE LEFT, ACROSS THE HIGHWAY FROM
 LX2585'POWER POLE C9109, 7.2 METERS (23.7 FT) NORTHWEST OF THE CENTERLINE OF
 LX2585'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2585'CAP.
 LX2585'THE MARK IS 0.36 METERS  SW FROM  A WITNESS POST
 LX2585'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2408 ***********************************************************************
 LX2408  DESIGNATION -  L 81
 LX2408  PID         -  LX2408
 LX2408  STATE/COUNTY-  CT/NEW HAVEN
 LX2408  USGS QUAD   -  WATERBURY (1984)
 LX2408
 LX2408                         *CURRENT SURVEY CONTROL
 LX2408  ___________________________________________________________________
 LX2408* NAD 83(1986)-  41 32 27.     (N)    073 05 13.     (W)     SCALED    
 LX2408* NAVD 88     -       164.092  (meters)     538.36   (feet)  ADJUSTED  
 LX2408  ___________________________________________________________________
 LX2408  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2408  DYNAMIC HT  -         164.040 (meters)     538.19  (feet)  COMP
 LX2408  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 LX2408
 LX2408  VERT ORDER  -  FIRST     CLASS II
 LX2408
 LX2408.The horizontal coordinates were scaled from a topographic map and have
 LX2408.an estimated accuracy of +/- 6 seconds.
 LX2408
 LX2408.The orthometric height was determined by differential leveling
 LX2408.and adjusted by the National Geodetic Survey in June 1991..
 LX2408
 LX2408.The geoid height was determined by GEOID03.
 LX2408
 LX2408.The dynamic height is computed by dividing the NAVD 88
 LX2408.geopotential number by the normal gravity value computed on the
 LX2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2408.degrees latitude (g = 980.6199 gals.).
 LX2408
 LX2408.The modeled gravity was interpolated from observed gravity values.
 LX2408
 LX2408;                    North         East    Units  Estimated Accuracy
 LX2408;SPC CT       -   231,030.      276,690.      MT  (+/- 180 meters Scaled)
 LX2408
 LX2408                          SUPERSEDED SURVEY CONTROL
 LX2408
 LX2408.No superseded survey control is available for this station.
 LX2408
 LX2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM595005(NAD 83)
 LX2408_MARKER: DB = BENCH MARK DISK
 LX2408_SETTING: 66 = SET IN ROCK OUTCROP
 LX2408_SP_SET: ROCK LEDGE
 LX2408_STAMPING: L 81 1985
 LX2408_MARK LOGO: NGS   
 LX2408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2408+STABILITY: POSITION/ELEVATION WELL
 LX2408
 LX2408  HISTORY     - Date     Condition        Report By
 LX2408  HISTORY     - 1985     MONUMENTED       NGS
 LX2408
 LX2408                          STATION DESCRIPTION
 LX2408
 LX2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2408'IN WATERBURY.
 LX2408'IN WATERBURY, 0.2 KM (0.15 MI) SOUTHEAST ALONG STATE HIGHWAY 64 FROM
 LX2408'THE INTERSECTION OF STATE HIGHWAY 63 TO THE MARK ON THE RIGHT, 0.1 KM
 LX2408'(0.05 MI) SOUTHEAST OF THE MIDDLEBURY TOWN LINE, IN THE BASE OF A ROCK
 LX2408'LEDGE, 5.73 METERS (18.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2408'HIGHWAY, 15.24 METERS (50.0 FT) SOUTHWEST OF UTILITY POLE 102.
 LX2408'THE MARK IS 0.33 METERS  NE FROM  A WITNESS POST
 LX2408'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2798 ***********************************************************************
 LX2798  DESIGNATION -  L 83
 LX2798  PID         -  LX2798
 LX2798  STATE/COUNTY-  CT/LITCHFIELD
 LX2798  USGS QUAD   -  BRISTOL (1984)
 LX2798
 LX2798                         *CURRENT SURVEY CONTROL
 LX2798  ___________________________________________________________________
 LX2798* NAD 83(1986)-  41 40 45.     (N)    072 59 54.     (W)     SCALED    
 LX2798* NAVD 88     -       191.794  (meters)     629.24   (feet)  ADJUSTED  
 LX2798  ___________________________________________________________________
 LX2798  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2798  DYNAMIC HT  -         191.733 (meters)     629.04  (feet)  COMP
 LX2798  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 LX2798
 LX2798  VERT ORDER  -  FIRST     CLASS II
 LX2798
 LX2798.The horizontal coordinates were scaled from a topographic map and have
 LX2798.an estimated accuracy of +/- 6 seconds.
 LX2798
 LX2798.The orthometric height was determined by differential leveling
 LX2798.and adjusted by the National Geodetic Survey in June 1991..
 LX2798
 LX2798.The geoid height was determined by GEOID03.
 LX2798
 LX2798.The dynamic height is computed by dividing the NAVD 88
 LX2798.geopotential number by the normal gravity value computed on the
 LX2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2798.degrees latitude (g = 980.6199 gals.).
 LX2798
 LX2798.The modeled gravity was interpolated from observed gravity values.
 LX2798
 LX2798;                    North         East    Units  Estimated Accuracy
 LX2798;SPC CT       -   246,370.      284,120.      MT  (+/- 180 meters Scaled)
 LX2798
 LX2798                          SUPERSEDED SURVEY CONTROL
 LX2798
 LX2798.No superseded survey control is available for this station.
 LX2798
 LX2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM666160(NAD 83)
 LX2798_MARKER: I = METAL ROD
 LX2798_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2798+WITH SETTING: INFORMATION.
 LX2798_SP_SET: SHALLOW-SET METAL ROD
 LX2798_STAMPING: L 83 1985
 LX2798_MARK LOGO: NGS   
 LX2798_PROJECTION: FLUSH
 LX2798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2798_ROD/PIPE-DEPTH: 2.8  meters
 LX2798
 LX2798  HISTORY     - Date     Condition        Report By
 LX2798  HISTORY     - 1985     MONUMENTED       NGS
 LX2798
 LX2798                          STATION DESCRIPTION
 LX2798
 LX2798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2798'IN TERRYVILLE.
 LX2798'IN TERRYVILLE, 0.25 KM (0.15 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE
 LX2798'INTERSECTION OF STATE HIGHWAY 72 TO THE MARK ON THE LEFT, IN FRONT OF
 LX2798'A FLAGPOLE AT THE PLYMOUTH TOWN HALL, 23.29 METERS (76.4 FT) NORTH OF
 LX2798'THE NORTH CURB OF THE HIGHWAY, 2.83 METERS (9.3 FT) SOUTH OF THE SOUTH
 LX2798'CURB OF A PARKING LOT IN FRONT OF THE TOWN HALL, 1.68 METERS (5.5 FT)
 LX2798'SOUTH OF THE FLAGPOLE. NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE
 LX2798'ROD, ROD DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO DATUM POINT
 LX2798'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2798'THE MARK IS 0.62 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2649 ***********************************************************************
 LX2649  DESIGNATION -  L 84
 LX2649  PID         -  LX2649
 LX2649  STATE/COUNTY-  CT/MIDDLESEX
 LX2649  USGS QUAD   -  HADDAM (1971)
 LX2649
 LX2649                         *CURRENT SURVEY CONTROL
 LX2649  ___________________________________________________________________
 LX2649* NAD 83(1986)-  41 23 10.     (N)    072 33 52.     (W)     SCALED    
 LX2649* NAVD 88     -       148.408  (meters)     486.90   (feet)  ADJUSTED  
 LX2649  ___________________________________________________________________
 LX2649  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX2649  DYNAMIC HT  -         148.356 (meters)     486.73  (feet)  COMP
 LX2649  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LX2649
 LX2649  VERT ORDER  -  FIRST     CLASS II
 LX2649
 LX2649.The horizontal coordinates were scaled from a topographic map and have
 LX2649.an estimated accuracy of +/- 6 seconds.
 LX2649
 LX2649.The orthometric height was determined by differential leveling
 LX2649.and adjusted by the National Geodetic Survey in June 1991..
 LX2649
 LX2649.The geoid height was determined by GEOID03.
 LX2649
 LX2649.The dynamic height is computed by dividing the NAVD 88
 LX2649.geopotential number by the normal gravity value computed on the
 LX2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2649.degrees latitude (g = 980.6199 gals.).
 LX2649
 LX2649.The modeled gravity was interpolated from observed gravity values.
 LX2649
 LX2649;                    North         East    Units  Estimated Accuracy
 LX2649;SPC CT       -   213,810.      320,320.      MT  (+/- 180 meters Scaled)
 LX2649
 LX2649                          SUPERSEDED SURVEY CONTROL
 LX2649
 LX2649.No superseded survey control is available for this station.
 LX2649
 LX2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL036844(NAD 83)
 LX2649_MARKER: DB = BENCH MARK DISK
 LX2649_SETTING: 66 = SET IN ROCK OUTCROP
 LX2649_SP_SET: ROCK OUTCROP
 LX2649_STAMPING: L 84 1985
 LX2649_MARK LOGO: NGS   
 LX2649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2649+STABILITY: POSITION/ELEVATION WELL
 LX2649
 LX2649  HISTORY     - Date     Condition        Report By
 LX2649  HISTORY     - 1985     MONUMENTED       NGS
 LX2649  HISTORY     - 19950704 GOOD             USPSQD
 LX2649  HISTORY     - 19970204 GOOD             USPSQD
 LX2649
 LX2649                          STATION DESCRIPTION
 LX2649
 LX2649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2649'3.2 KM (2.0 MI) NORTH FROM KILLINGWORTH.
 LX2649'3.2 KM (2.0 MI) NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 LX2649'STATE HIGHWAY 80 IN KILLINGWORTH TO THE MARK ON THE LEFT, 7.7 METERS
 LX2649'(25.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.8 METERS
 LX2649'(55.0 FT) NORTHWEST OF POWER POLE 1746, 8.8 METERS (29.0 FT) SOUTHWEST
 LX2649'OF THE CENTER OF A DRIVEWAY.
 LX2649'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2649
 LX2649                          STATION RECOVERY (1995)
 LX2649
 LX2649'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2649'RECOVERED IN GOOD CONDITION.
 LX2649
 LX2649                          STATION RECOVERY (1997)
 LX2649
 LX2649'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3175 ***********************************************************************
 LX3175  DESIGNATION -  L 85
 LX3175  PID         -  LX3175
 LX3175  STATE/COUNTY-  CT/HARTFORD
 LX3175  USGS QUAD   -  BROAD BROOK (1984)
 LX3175
 LX3175                         *CURRENT SURVEY CONTROL
 LX3175  ___________________________________________________________________
 LX3175* NAD 83(1986)-  41 55 58.     (N)    072 33 40.     (W)     SCALED    
 LX3175* NAVD 88     -        34.567  (meters)     113.41   (feet)  ADJUSTED  
 LX3175  ___________________________________________________________________
 LX3175  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX3175  DYNAMIC HT  -          34.556 (meters)     113.37  (feet)  COMP
 LX3175  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 LX3175
 LX3175  VERT ORDER  -  FIRST     CLASS II
 LX3175
 LX3175.The horizontal coordinates were scaled from a topographic map and have
 LX3175.an estimated accuracy of +/- 6 seconds.
 LX3175
 LX3175.The orthometric height was determined by differential leveling
 LX3175.and adjusted by the National Geodetic Survey in June 1991..
 LX3175
 LX3175.The geoid height was determined by GEOID03.
 LX3175
 LX3175.The dynamic height is computed by dividing the NAVD 88
 LX3175.geopotential number by the normal gravity value computed on the
 LX3175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3175.degrees latitude (g = 980.6199 gals.).
 LX3175
 LX3175.The modeled gravity was interpolated from observed gravity values.
 LX3175
 LX3175;                    North         East    Units  Estimated Accuracy
 LX3175;SPC CT       -   274,520.      320,470.      MT  (+/- 180 meters Scaled)
 LX3175
 LX3175                          SUPERSEDED SURVEY CONTROL
 LX3175
 LX3175.No superseded survey control is available for this station.
 LX3175
 LX3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM022451(NAD 83)
 LX3175_MARKER: I = METAL ROD
 LX3175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3175_SP_SET: STAINLESS STEEL ROD
 LX3175_STAMPING: L 85 1986
 LX3175_MARK LOGO: NGS   
 LX3175_PROJECTION: FLUSH
 LX3175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3175_ROD/PIPE-DEPTH: 25.6 meters
 LX3175
 LX3175  HISTORY     - Date     Condition        Report By
 LX3175  HISTORY     - 1986     MONUMENTED       NGS
 LX3175
 LX3175                          STATION DESCRIPTION
 LX3175
 LX3175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3175'4.9 KM (3.05 MI) EAST FROM WINDSOR LOCKS.
 LX3175'4.9 KM (3.05 MI) EAST ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF
 LX3175'STATE HIGHWAY 159 IN WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS
 LX3175'10.55 METERS (34.6 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY, 6.61
 LX3175'METERS (21.7 FT) SOUTHEAST OF THE CENTERLINE OF RICE ROAD AND 0.91
 LX3175'METERS (3.0 FT) SOUTHWEST OF SNET POLE NO. 627.
 LX3175'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3175'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2925 ***********************************************************************
 LX2925  DESIGNATION -  L 86
 LX2925  PID         -  LX2925
 LX2925  STATE/COUNTY-  CT/TOLLAND
 LX2925  USGS QUAD   -  COVENTRY (1983)
 LX2925
 LX2925                         *CURRENT SURVEY CONTROL
 LX2925  ___________________________________________________________________
 LX2925* NAD 83(1986)-  41 49 49.     (N)    072 17 46.     (W)     SCALED    
 LX2925* NAVD 88     -       152.094  (meters)     499.00   (feet)  ADJUSTED  
 LX2925  ___________________________________________________________________
 LX2925  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2925  DYNAMIC HT  -         152.043 (meters)     498.83  (feet)  COMP
 LX2925  MODELED GRAV-     980,290.6   (mgal)                       NAVD 88
 LX2925
 LX2925  VERT ORDER  -  FIRST     CLASS II
 LX2925
 LX2925.The horizontal coordinates were scaled from a topographic map and have
 LX2925.an estimated accuracy of +/- 6 seconds.
 LX2925
 LX2925.The orthometric height was determined by differential leveling
 LX2925.and adjusted by the National Geodetic Survey in June 1991..
 LX2925
 LX2925.The geoid height was determined by GEOID03.
 LX2925
 LX2925.The dynamic height is computed by dividing the NAVD 88
 LX2925.geopotential number by the normal gravity value computed on the
 LX2925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2925.degrees latitude (g = 980.6199 gals.).
 LX2925
 LX2925.The modeled gravity was interpolated from observed gravity values.
 LX2925
 LX2925;                    North         East    Units  Estimated Accuracy
 LX2925;SPC CT       -   263,220.      342,510.      MT  (+/- 180 meters Scaled)
 LX2925
 LX2925                          SUPERSEDED SURVEY CONTROL
 LX2925
 LX2925.No superseded survey control is available for this station.
 LX2925
 LX2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM245344(NAD 83)
 LX2925_MARKER: DB = BENCH MARK DISK
 LX2925_SETTING: 66 = SET IN ROCK OUTCROP
 LX2925_SP_SET: BEDROCK
 LX2925_STAMPING: L 86 1986
 LX2925_MARK LOGO: NGS   
 LX2925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2925+STABILITY: POSITION/ELEVATION WELL
 LX2925
 LX2925  HISTORY     - Date     Condition        Report By
 LX2925  HISTORY     - 1986     MONUMENTED       NGS
 LX2925
 LX2925                          STATION DESCRIPTION
 LX2925
 LX2925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2925'8.4 KM (5.2 MI) SE FROM TOLLAND.
 LX2925'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2925'IN TOLLAND, THENCE 7.88 KM (4.9 MI) SOUTHEAST ALONG STATE HIGHWAY 195
 LX2925'TO THE MARK ON THE LEFT.  IT IS 12.31 METERS (40.4 FT) NORTH OF THE
 LX2925'CENTERLINE OF THE HIGHWAY, 11.46 METERS (37.6 FT) WEST OF THE
 LX2925'CENTERLINE OF BAXTER ROAD LEADING NORTH AND 7.53 METERS (24.7 FT)
 LX2925'NORTH OF THE NORTHWEST CORNER OF A CATCH BASIN.
 LX2925'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2974 ***********************************************************************
 LX2974  DESIGNATION -  L 87
 LX2974  PID         -  LX2974
 LX2974  STATE/COUNTY-  CT/TOLLAND
 LX2974  USGS QUAD   -  SPRING HILL (1983)
 LX2974
 LX2974                         *CURRENT SURVEY CONTROL
 LX2974  ___________________________________________________________________
 LX2974* NAD 83(1986)-  41 50 19.     (N)    072 13 45.     (W)     SCALED    
 LX2974* NAVD 88     -       154.413  (meters)     506.60   (feet)  ADJUSTED  
 LX2974  ___________________________________________________________________
 LX2974  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2974  DYNAMIC HT  -         154.360 (meters)     506.43  (feet)  COMP
 LX2974  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 LX2974
 LX2974  VERT ORDER  -  FIRST     CLASS II
 LX2974
 LX2974.The horizontal coordinates were scaled from a topographic map and have
 LX2974.an estimated accuracy of +/- 6 seconds.
 LX2974
 LX2974.The orthometric height was determined by differential leveling
 LX2974.and adjusted by the National Geodetic Survey in June 1991..
 LX2974
 LX2974.The geoid height was determined by GEOID03.
 LX2974
 LX2974.The dynamic height is computed by dividing the NAVD 88
 LX2974.geopotential number by the normal gravity value computed on the
 LX2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2974.degrees latitude (g = 980.6199 gals.).
 LX2974
 LX2974.The modeled gravity was interpolated from observed gravity values.
 LX2974
 LX2974;                    North         East    Units  Estimated Accuracy
 LX2974;SPC CT       -   264,180.      348,060.      MT  (+/- 180 meters Scaled)
 LX2974
 LX2974                          SUPERSEDED SURVEY CONTROL
 LX2974
 LX2974.No superseded survey control is available for this station.
 LX2974
 LX2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM300355(NAD 83)
 LX2974_MARKER: DB = BENCH MARK DISK
 LX2974_SETTING: 66 = SET IN ROCK OUTCROP
 LX2974_SP_SET: ROCK LEDGE
 LX2974_STAMPING: L 87 1986
 LX2974_MARK LOGO: NGS   
 LX2974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2974+STABILITY: POSITION/ELEVATION WELL
 LX2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2974+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX2974
 LX2974  HISTORY     - Date     Condition        Report By
 LX2974  HISTORY     - 1986     MONUMENTED       NGS
 LX2974  HISTORY     - 20050409 GOOD             GEOCAC
 LX2974
 LX2974                          STATION DESCRIPTION
 LX2974
 LX2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2974'4.9 KM (3.05 MI) SW FROM WEST ASHFORD.
 LX2974'4.9 KM (3.05 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2974'STATE HIGHWAY 74 IN WEST ASHFORD TO THE MARK ON THE RIGHT IN TOP OF A
 LX2974'SMALL ROCK LEDGE.  IT IS 6.40 METERS (21.0 FT) NORTHWEST OF THE
 LX2974'CENTERLINE OF THE HIGHWAY AND 15.09 METERS (49.5 FT) WEST AND ACROSS
 LX2974'THE HIGHWAY FROM UTILITY POLE NO. 1338.
 LX2974'THE MARK IS 2.3 METERS  NE FROM  A WITNESS POST
 LX2974'THE MARK IS 0.6 M ABOVE HIGHWAY.
 LX2974
 LX2974                          STATION RECOVERY (2005)
 LX2974
 LX2974'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX2974'COORDINATES I TOOK ARE N41 50 18.8  W072 13 45.1 24FT ACCURACY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2325 ***********************************************************************
 MY2325  DESIGNATION -  L 88
 MY2325  PID         -  MY2325
 MY2325  STATE/COUNTY-  CT/WINDHAM
 MY2325  USGS QUAD   -  WEBSTER (1979)
 MY2325
 MY2325                         *CURRENT SURVEY CONTROL
 MY2325  ___________________________________________________________________
 MY2325* NAD 83(1986)-  42 01 02.     (N)    071 57 43.     (W)     SCALED    
 MY2325* NAVD 88     -       122.302  (meters)     401.25   (feet)  ADJUSTED  
 MY2325  ___________________________________________________________________
 MY2325  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 MY2325  DYNAMIC HT  -         122.263 (meters)     401.12  (feet)  COMP
 MY2325  MODELED GRAV-     980,299.1   (mgal)                       NAVD 88
 MY2325
 MY2325  VERT ORDER  -  FIRST     CLASS II
 MY2325
 MY2325.The horizontal coordinates were scaled from a topographic map and have
 MY2325.an estimated accuracy of +/- 6 seconds.
 MY2325
 MY2325.The orthometric height was determined by differential leveling
 MY2325.and adjusted by the National Geodetic Survey in June 1991..
 MY2325
 MY2325.The geoid height was determined by GEOID03.
 MY2325
 MY2325.The dynamic height is computed by dividing the NAVD 88
 MY2325.geopotential number by the normal gravity value computed on the
 MY2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2325.degrees latitude (g = 980.6199 gals.).
 MY2325
 MY2325.The modeled gravity was interpolated from observed gravity values.
 MY2325
 MY2325;                    North         East    Units  Estimated Accuracy
 MY2325;SPC CT       -   284,180.      370,070.      MT  (+/- 180 meters Scaled)
 MY2325
 MY2325                          SUPERSEDED SURVEY CONTROL
 MY2325
 MY2325.No superseded survey control is available for this station.
 MY2325
 MY2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG547559(NAD 83)
 MY2325_MARKER: I = METAL ROD
 MY2325_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MY2325_SP_SET: STAINLESS STEEL ROD
 MY2325_STAMPING: L 88 1986
 MY2325_MARK LOGO: NGS   
 MY2325_PROJECTION: FLUSH
 MY2325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MY2325_ROD/PIPE-DEPTH: 3.2  meters
 MY2325
 MY2325  HISTORY     - Date     Condition        Report By
 MY2325  HISTORY     - 1986     MONUMENTED       NGS
 MY2325  HISTORY     - 19961020 GOOD             USPSQD
 MY2325  HISTORY     - 20030419 GOOD             INDIV
 MY2325
 MY2325                          STATION DESCRIPTION
 MY2325
 MY2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2325'1.3 KM (0.8 MI) SW FROM QUINEBAUG.
 MY2325'1.3 KM (0.8 MI) SOUTHWEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 MY2325'STATE HIGHWAY 131 IN QUINEBAUG TO THE MARK ON THE LEFT, SOUTHEAST OF
 MY2325'THE ENTRANCE TO THE MEADOWSIDE CAMPGROUND.  IT IS 4.72 METERS (15.5
 MY2325'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.67 METERS (35.0 FT)
 MY2325'EAST OF THE GRAVEL DRIVE LEADING SOUTH TO THE HOME OF H.O.B. OKESON
 MY2325'AND 1.10 METERS (3.6 FT) WEST OF UTILITY POLE NO 998-S.
 MY2325'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MY2325'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MY2325
 MY2325                          STATION RECOVERY (1996)
 MY2325
 MY2325'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY2325'RECOVERED IN GOOD CONDITION.
 MY2325
 MY2325                          STATION RECOVERY (2003)
 MY2325
 MY2325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 MY2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1839 ***********************************************************************
 LW1839  DESIGNATION -  L 89
 LW1839  PID         -  LW1839
 LW1839  STATE/COUNTY-  CT/NEW LONDON
 LW1839  USGS QUAD   -  JEWETT CITY (1984)
 LW1839
 LW1839                         *CURRENT SURVEY CONTROL
 LW1839  ___________________________________________________________________
 LW1839* NAD 83(1986)-  41 30 18.     (N)    071 53 25.     (W)     SCALED    
 LW1839* NAVD 88     -       105.244  (meters)     345.29   (feet)  ADJUSTED  
 LW1839  ___________________________________________________________________
 LW1839  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW1839  DYNAMIC HT  -         105.206 (meters)     345.16  (feet)  COMP
 LW1839  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 LW1839
 LW1839  VERT ORDER  -  FIRST     CLASS II
 LW1839
 LW1839.The horizontal coordinates were scaled from a topographic map and have
 LW1839.an estimated accuracy of +/- 6 seconds.
 LW1839
 LW1839.The orthometric height was determined by differential leveling
 LW1839.and adjusted by the National Geodetic Survey in June 1991..
 LW1839
 LW1839.The geoid height was determined by GEOID03.
 LW1839
 LW1839.The dynamic height is computed by dividing the NAVD 88
 LW1839.geopotential number by the normal gravity value computed on the
 LW1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1839.degrees latitude (g = 980.6199 gals.).
 LW1839
 LW1839.The modeled gravity was interpolated from observed gravity values.
 LW1839
 LW1839;                    North         East    Units  Estimated Accuracy
 LW1839;SPC CT       -   227,350.      376,580.      MT  (+/- 180 meters Scaled)
 LW1839
 LW1839                          SUPERSEDED SURVEY CONTROL
 LW1839
 LW1839.No superseded survey control is available for this station.
 LW1839
 LW1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF587988(NAD 83)
 LW1839_MARKER: I = METAL ROD
 LW1839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1839_SP_SET: STAINLESS STEEL ROD
 LW1839_STAMPING: L 89 1986
 LW1839_MARK LOGO: NGS   
 LW1839_PROJECTION: FLUSH
 LW1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1839_ROD/PIPE-DEPTH: 24.4 meters
 LW1839
 LW1839  HISTORY     - Date     Condition        Report By
 LW1839  HISTORY     - 1986     MONUMENTED       NGS
 LW1839
 LW1839                          STATION DESCRIPTION
 LW1839
 LW1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1839'5.6 KM (3.45 MI) NE FROM NORTH STONINGTON.
 LW1839'5.6 KM (3.45 MI) NORTHEAST ALONG STATE HIGHWAY 201 FROM THE JUNCTION
 LW1839'OF STATE HIGHWAY 2 IN NORTH STONINGTON TO THE MARK ON THE LEFT AT THE
 LW1839'NORTHEAST CORNER OF A CEMETARY.  IT IS 30.48 METERS (100.0 FT)
 LW1839'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.31 METERS (24.0 FT)
 LW1839'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD LEADING NORTHWEST
 LW1839'TOWARDS ANDERSONS POND, 1.28 METERS (4.2 FT) SOUTH OF A CONNECTICUT
 LW1839'HIGHWAY DEPARTMENT RIGHT-OF-WAY POST PROJECTING 0.18 METERS (0.6 FT)
 LW1839'AND 1.00 METERS (3.3 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A
 LW1839'STONE WALL AROUND CEMETARY.
 LW1839'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1839'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0016 ***********************************************************************
 LX0016  DESIGNATION -  L 9
 LX0016  PID         -  LX0016
 LX0016  STATE/COUNTY-  CT/WINDHAM
 LX0016  USGS QUAD   -  WILLIMANTIC (1984)
 LX0016
 LX0016                         *CURRENT SURVEY CONTROL
 LX0016  ___________________________________________________________________
 LX0016* NAD 83(1986)-  41 40 11.     (N)    072 09 02.     (W)     SCALED    
 LX0016* NAVD 88     -        45.944  (meters)     150.73   (feet)  ADJUSTED  
 LX0016  ___________________________________________________________________
 LX0016  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX0016  DYNAMIC HT  -          45.928 (meters)     150.68  (feet)  COMP
 LX0016  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LX0016
 LX0016  VERT ORDER  -  FIRST     CLASS II
 LX0016
 LX0016.The horizontal coordinates were scaled from a topographic map and have
 LX0016.an estimated accuracy of +/- 6 seconds.
 LX0016
 LX0016.The orthometric height was determined by differential leveling
 LX0016.and adjusted by the National Geodetic Survey in June 1991..
 LX0016
 LX0016.The geoid height was determined by GEOID03.
 LX0016
 LX0016.The dynamic height is computed by dividing the NAVD 88
 LX0016.geopotential number by the normal gravity value computed on the
 LX0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0016.degrees latitude (g = 980.6199 gals.).
 LX0016
 LX0016.The modeled gravity was interpolated from observed gravity values.
 LX0016
 LX0016;                    North         East    Units  Estimated Accuracy
 LX0016;SPC CT       -   245,460.      354,720.      MT  (+/- 180 meters Scaled)
 LX0016
 LX0016                          SUPERSEDED SURVEY CONTROL
 LX0016
 LX0016  NGVD 29 (??/??/92)   46.217  (m)          151.63   (f) ADJ UNCH    1 2
 LX0016
 LX0016.Superseded values are not recommended for survey control.
 LX0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0016.See file dsdata.txt to determine how the superseded data were derived.
 LX0016
 LX0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM372170(NAD 83)
 LX0016_MARKER: DB = BENCH MARK DISK
 LX0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0016_SP_SET: ABATMENT
 LX0016_STAMPING: L 9 1923
 LX0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0016
 LX0016  HISTORY     - Date     Condition        Report By
 LX0016  HISTORY     - 1923     MONUMENTED       CGS
 LX0016  HISTORY     - 1951     GOOD             NGS
 LX0016  HISTORY     - 19951020 GOOD             USPSQD
 LX0016
 LX0016                          STATION DESCRIPTION
 LX0016
 LX0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0016'1.2 MI SE FROM SOUTH WINDHAM.
 LX0016'ABOUT 1-1/4 MILES SOUTHEAST ALONG THE NEW YORK, NEW HAVEN AND
 LX0016'HARTFORD RAILROAD FROM THE STATION AT SOUTH WINDHAM, WINDHAM
 LX0016'COUNTY, 9-1/2 POLES EAST OF MILEPOST P 54-W4, 1-3/4 RAILS EAST
 LX0016'OF A ROAD CROSSING, AT A SMALL BRIDGE, AND IN THE NORTH END OF
 LX0016'THE EAST ABUTMENT.  A STANDARD DISK, STAMPED L 9 1923.
 LX0016'NOTE-- THIS MARK WAS ERRONEOUSLY DESCRIBED IN THE PUBLICATION
 LX0016'AS BEING DESTROYED, PROBABLY DUE TO AN ERROR IN DISTANCE FROM
 LX0016'SOUTH WINDHAM, THE ORIGINAL DESCRIPTION PLACING IT 0.4 MILE EAST
 LX0016'OF THE TOWN.
 LX0016
 LX0016                          STATION RECOVERY (1995)
 LX0016
 LX0016'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3349 ***********************************************************************
 LX3349  DESIGNATION -  L 90
 LX3349  PID         -  LX3349
 LX3349  STATE/COUNTY-  CT/MIDDLESEX
 LX3349  USGS QUAD   -  HAMBURG (1984)
 LX3349
 LX3349                         *CURRENT SURVEY CONTROL
 LX3349  ___________________________________________________________________
 LX3349* NAD 83(1986)-  41 25 59.     (N)    072 20 48.     (W)     SCALED    
 LX3349* NAVD 88     -        33.172  (meters)     108.83   (feet)  ADJUSTED  
 LX3349  ___________________________________________________________________
 LX3349  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX3349  DYNAMIC HT  -          33.160 (meters)     108.79  (feet)  COMP
 LX3349  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX3349
 LX3349  VERT ORDER  -  FIRST     CLASS II
 LX3349
 LX3349.The horizontal coordinates were scaled from a topographic map and have
 LX3349.an estimated accuracy of +/- 6 seconds.
 LX3349
 LX3349.The orthometric height was determined by differential leveling
 LX3349.and adjusted by the National Geodetic Survey in June 1991..
 LX3349
 LX3349.The geoid height was determined by GEOID03.
 LX3349
 LX3349.The dynamic height is computed by dividing the NAVD 88
 LX3349.geopotential number by the normal gravity value computed on the
 LX3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3349.degrees latitude (g = 980.6199 gals.).
 LX3349
 LX3349.The modeled gravity was interpolated from observed gravity values.
 LX3349
 LX3349;                    North         East    Units  Estimated Accuracy
 LX3349;SPC CT       -   219,080.      338,510.      MT  (+/- 180 meters Scaled)
 LX3349
 LX3349                          SUPERSEDED SURVEY CONTROL
 LX3349
 LX3349.No superseded survey control is available for this station.
 LX3349
 LX3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL216902(NAD 83)
 LX3349_MARKER: I = METAL ROD
 LX3349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3349+WITH SETTING: INFORMATION.
 LX3349_SP_SET: STAINLESS STEEL ROD
 LX3349_STAMPING: L 90 1986
 LX3349_MARK LOGO: NGS   
 LX3349_PROJECTION: FLUSH
 LX3349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3349_ROD/PIPE-DEPTH: 1.40 meters
 LX3349
 LX3349  HISTORY     - Date     Condition        Report By
 LX3349  HISTORY     - 1986     MONUMENTED       NGS
 LX3349  HISTORY     - 1989     GOOD             USPSQD
 LX3349  HISTORY     - 1990     GOOD             USPSQD
 LX3349  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LX3349  HISTORY     - 19981101 MARK NOT FOUND   USPSQD
 LX3349  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LX3349
 LX3349                          STATION DESCRIPTION
 LX3349
 LX3349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3349'4.7 KM (2.95 MI) NE FROM HADLYME.
 LX3349'4.7 KM (2.95 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3349'STATE HIGHWAY 148 IN HADLYME TO THE MARK ON THE LEFT AT THE CROSSING
 LX3349'OF MALT HOUSE BROOK.  ALSO 0.6 KM (0.4 MI) SOUTHWEST ALONG STATE
 LX3349'HIGHWAY 82 FROM THE JUNCTION OF STATE HIGHWAY 156 IN EAST HADDAM.  IT
 LX3349'IS 5.55 METERS (18.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 LX3349'HIGHWAY, 6.10 METERS (20.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 LX3349'HEADWALL AT MALT HOUSE BROOK AND 0.85 METER (2.8 FT) NORTH-NORTHWEST
 LX3349'OF A WOODEN POST PROJECTING 1.07 METERS (3.5 FT) AT THE EAST END OF A
 LX3349'STEEL CABLE GUARDRAIL.
 LX3349'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3349'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3349
 LX3349                          STATION RECOVERY (1989)
 LX3349
 LX3349'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3349'RECOVERED IN GOOD CONDITION.
 LX3349
 LX3349                          STATION RECOVERY (1990)
 LX3349
 LX3349'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3349'RECOVERED IN GOOD CONDITION.
 LX3349
 LX3349                          STATION RECOVERY (1997)
 LX3349
 LX3349'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX3349'MARK NOT FOUND.
 LX3349
 LX3349                          STATION RECOVERY (1998)
 LX3349
 LX3349'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3349'MARK NOT FOUND.
 LX3349
 LX3349                          STATION RECOVERY (2001)
 LX3349
 LX3349'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3138 ***********************************************************************
 LX3138  DESIGNATION -  L 91
 LX3138  PID         -  LX3138
 LX3138  STATE/COUNTY-  CT/HARTFORD
 LX3138  USGS QUAD   -  HARTFORD NORTH (1992)
 LX3138
 LX3138                         *CURRENT SURVEY CONTROL
 LX3138  ___________________________________________________________________
 LX3138* NAD 83(1986)-  41 45 25.     (N)    072 40 31.     (W)     SCALED    
 LX3138* NAVD 88     -        19.119  (meters)      62.73   (feet)  ADJUSTED  
 LX3138  ___________________________________________________________________
 LX3138  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX3138  DYNAMIC HT  -          19.114 (meters)      62.71  (feet)  COMP
 LX3138  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 LX3138
 LX3138  VERT ORDER  -  FIRST     CLASS II
 LX3138
 LX3138.The horizontal coordinates were scaled from a topographic map and have
 LX3138.an estimated accuracy of +/- 6 seconds.
 LX3138
 LX3138.The orthometric height was determined by differential leveling
 LX3138.and adjusted by the National Geodetic Survey in June 1991..
 LX3138
 LX3138.The geoid height was determined by GEOID03.
 LX3138
 LX3138.The dynamic height is computed by dividing the NAVD 88
 LX3138.geopotential number by the normal gravity value computed on the
 LX3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3138.degrees latitude (g = 980.6199 gals.).
 LX3138
 LX3138.The modeled gravity was interpolated from observed gravity values.
 LX3138
 LX3138;                    North         East    Units  Estimated Accuracy
 LX3138;SPC CT       -   254,980.      311,020.      MT  (+/- 180 meters Scaled)
 LX3138
 LX3138                          SUPERSEDED SURVEY CONTROL
 LX3138
 LX3138.No superseded survey control is available for this station.
 LX3138
 LX3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM932254(NAD 83)
 LX3138_MARKER: I = METAL ROD
 LX3138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3138_SP_SET: STAINLESS STEEL ROD
 LX3138_STAMPING: L 91 1986
 LX3138_MARK LOGO: NGS   
 LX3138_PROJECTION: RECESSED 11 CENTIMETERS
 LX3138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3138_ROD/PIPE-DEPTH: 3.6  meters
 LX3138
 LX3138  HISTORY     - Date     Condition        Report By
 LX3138  HISTORY     - 1986     MONUMENTED       NGS
 LX3138
 LX3138                          STATION DESCRIPTION
 LX3138
 LX3138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3138'IN HARTFORD.
 LX3138'MARK IS LOCATED IN HARTFORD AT THE INTERSECTION OF MAIN STREET, MAPLE
 LX3138'STREET AND WETHERSFIELD AVENUE IN THE NORTH END OF BARNARD PARK AT A
 LX3138'FLAG POLE.  IT IS 13.1 METERS (43.0 FT) WEST OF THE WEST EDGE OF A
 LX3138'SIDEWALK, 11.8 METERS (39.0 FT) EAST OF THE EAST EDGE OF SIDEWALK AND
 LX3138'0.73 METERS (2.4 FT) SOUTH OF A FLAG POLE.
 LX3138'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3138'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3089 ***********************************************************************
 LX3089  DESIGNATION -  L 92
 LX3089  PID         -  LX3089
 LX3089  STATE/COUNTY-  CT/HARTFORD
 LX3089  USGS QUAD   -  MARLBOROUGH (1984)
 LX3089
 LX3089                         *CURRENT SURVEY CONTROL
 LX3089  ___________________________________________________________________
 LX3089* NAD 83(1986)-  41 37 33.     (N)    072 27 45.     (W)     SCALED    
 LX3089* NAVD 88     -       169.859  (meters)     557.28   (feet)  ADJUSTED  
 LX3089  ___________________________________________________________________
 LX3089  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX3089  DYNAMIC HT  -         169.803 (meters)     557.10  (feet)  COMP
 LX3089  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 LX3089
 LX3089  VERT ORDER  -  FIRST     CLASS II
 LX3089
 LX3089.The horizontal coordinates were scaled from a topographic map and have
 LX3089.an estimated accuracy of +/- 6 seconds.
 LX3089
 LX3089.The orthometric height was determined by differential leveling
 LX3089.and adjusted by the National Geodetic Survey in June 1991..
 LX3089
 LX3089.The geoid height was determined by GEOID03.
 LX3089
 LX3089.The dynamic height is computed by dividing the NAVD 88
 LX3089.geopotential number by the normal gravity value computed on the
 LX3089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3089.degrees latitude (g = 980.6199 gals.).
 LX3089
 LX3089.The modeled gravity was interpolated from observed gravity values.
 LX3089
 LX3089;                    North         East    Units  Estimated Accuracy
 LX3089;SPC CT       -   240,450.      328,760.      MT  (+/- 180 meters Scaled)
 LX3089
 LX3089                          SUPERSEDED SURVEY CONTROL
 LX3089
 LX3089.No superseded survey control is available for this station.
 LX3089
 LX3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM113113(NAD 83)
 LX3089_MARKER: DB = BENCH MARK DISK
 LX3089_SETTING: 66 = SET IN ROCK OUTCROP
 LX3089_SP_SET: ROCK OUTCROP
 LX3089_STAMPING: L 92 1986
 LX3089_MARK LOGO: NGS   
 LX3089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3089+STABILITY: POSITION/ELEVATION WELL
 LX3089
 LX3089  HISTORY     - Date     Condition        Report By
 LX3089  HISTORY     - 1986     MONUMENTED       NGS
 LX3089
 LX3089                          STATION DESCRIPTION
 LX3089
 LX3089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3089'0.5 KM (0.3 MI) WEST FROM MARLBOROUGH.
 LX3089'0.5 KM (0.3 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3089'MARLBOROUGH TO THE MARK ON THE LEFT, 11.0 METERS (36.1 FT) EAST OF THE
 LX3089'CENTERLINE OF THE HIGHWAY, 23.7 METERS (78.0 FT) NORTHEAST OF POWER
 LX3089'POLE NO. 226.
 LX3089'THE MARK IS 0.36 METERS  W FROM  A WITNESS POST
 LX3089'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3048 ***********************************************************************
 LX3048  DESIGNATION -  L 93
 LX3048  PID         -  LX3048
 LX3048  STATE/COUNTY-  CT/WINDHAM
 LX3048  USGS QUAD   -  SCOTLAND (1983)
 LX3048
 LX3048                         *CURRENT SURVEY CONTROL
 LX3048  ___________________________________________________________________
 LX3048* NAD 83(1986)-  41 41 50.     (N)    072 07 12.     (W)     SCALED    
 LX3048* NAVD 88     -       119.457  (meters)     391.92   (feet)  ADJUSTED  
 LX3048  ___________________________________________________________________
 LX3048  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3048  DYNAMIC HT  -         119.415 (meters)     391.78  (feet)  COMP
 LX3048  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 LX3048
 LX3048  VERT ORDER  -  FIRST     CLASS II
 LX3048
 LX3048.The horizontal coordinates were scaled from a topographic map and have
 LX3048.an estimated accuracy of +/- 6 seconds.
 LX3048
 LX3048.The orthometric height was determined by differential leveling
 LX3048.and adjusted by the National Geodetic Survey in June 1991..
 LX3048
 LX3048.The geoid height was determined by GEOID03.
 LX3048
 LX3048.The dynamic height is computed by dividing the NAVD 88
 LX3048.geopotential number by the normal gravity value computed on the
 LX3048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3048.degrees latitude (g = 980.6199 gals.).
 LX3048
 LX3048.The modeled gravity was interpolated from observed gravity values.
 LX3048
 LX3048;                    North         East    Units  Estimated Accuracy
 LX3048;SPC CT       -   248,530.      357,240.      MT  (+/- 180 meters Scaled)
 LX3048
 LX3048                          SUPERSEDED SURVEY CONTROL
 LX3048
 LX3048.No superseded survey control is available for this station.
 LX3048
 LX3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM396201(NAD 83)
 LX3048_MARKER: I = METAL ROD
 LX3048_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3048_SP_SET: STAINLESS STEEL ROD
 LX3048_STAMPING: L 93 1986
 LX3048_MARK LOGO: NGS   
 LX3048_PROJECTION: FLUSH
 LX3048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3048_ROD/PIPE-DEPTH: 4.3  meters
 LX3048
 LX3048  HISTORY     - Date     Condition        Report By
 LX3048  HISTORY     - 1986     MONUMENTED       NGS
 LX3048  HISTORY     - 19961125 GOOD             USPSQD
 LX3048
 LX3048                          STATION DESCRIPTION
 LX3048
 LX3048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3048'3.2 KM (2.0 MI) EAST FROM WINDHAM.
 LX3048'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LX3048'WINDHAM TO THE MARK ON THE RIGHT IN THE SOUTHWEST ANGLE OF THE
 LX3048'JUNCTION OF BASS ROAD, 6.10 METERS (20.0 FT) SOUTH OF THE CENTERLINE
 LX3048'OF THE HIGHWAY, 16.76 METERS (55.0 FT) WEST OF THE CENTER OF THE ROAD,
 LX3048'0.73 METER (2.4 FT) SOUTH OF UTILITY POLE NO. 3.
 LX3048'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3048'THE MARK IS 0.20 M ABOVE HIGHWAY.
 LX3048
 LX3048                          STATION RECOVERY (1996)
 LX3048
 LX3048'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3233 ***********************************************************************
 LX3233  DESIGNATION -  L 96
 LX3233  PID         -  LX3233
 LX3233  STATE/COUNTY-  CT/NEW LONDON
 LX3233  USGS QUAD   -  FITCHVILLE (1983)
 LX3233
 LX3233                         *CURRENT SURVEY CONTROL
 LX3233  ___________________________________________________________________
 LX3233* NAD 83(1986)-  41 33 50.     (N)    072 09 18.     (W)     SCALED    
 LX3233* NAVD 88     -        45.917  (meters)     150.65   (feet)  ADJUSTED  
 LX3233  ___________________________________________________________________
 LX3233  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3233  DYNAMIC HT  -          45.901 (meters)     150.59  (feet)  COMP
 LX3233  MODELED GRAV-     980,272.5   (mgal)                       NAVD 88
 LX3233
 LX3233  VERT ORDER  -  FIRST     CLASS II
 LX3233
 LX3233.The horizontal coordinates were scaled from a topographic map and have
 LX3233.an estimated accuracy of +/- 6 seconds.
 LX3233
 LX3233.The orthometric height was determined by differential leveling
 LX3233.and adjusted by the National Geodetic Survey in June 1991..
 LX3233
 LX3233.The geoid height was determined by GEOID03.
 LX3233
 LX3233.The dynamic height is computed by dividing the NAVD 88
 LX3233.geopotential number by the normal gravity value computed on the
 LX3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3233.degrees latitude (g = 980.6199 gals.).
 LX3233
 LX3233.The modeled gravity was interpolated from observed gravity values.
 LX3233
 LX3233;                    North         East    Units  Estimated Accuracy
 LX3233;SPC CT       -   233,710.      354,430.      MT  (+/- 180 meters Scaled)
 LX3233
 LX3233                          SUPERSEDED SURVEY CONTROL
 LX3233
 LX3233.No superseded survey control is available for this station.
 LX3233
 LX3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM372052(NAD 83)
 LX3233_MARKER: DB = BENCH MARK DISK
 LX3233_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3233_SP_SET: BRIDGE ABUTMENT
 LX3233_STAMPING: L 96 1986
 LX3233_MARK LOGO: NGS   
 LX3233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3233
 LX3233  HISTORY     - Date     Condition        Report By
 LX3233  HISTORY     - 1986     MONUMENTED       NGS
 LX3233  HISTORY     - 19910103 GOOD             USPSQD
 LX3233
 LX3233                          STATION DESCRIPTION
 LX3233
 LX3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3233'0.3 KM (0.2 MI) WEST FROM BOZRAH.
 LX3233'0.3 KM (0.2 MI) WEST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE IN
 LX3233'BOZRAH TO THE MARK IN THE SOUTH END OF THE EAST ABUTMENT.  IT IS 5.18
 LX3233'METERS (17.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4.20 METERS
 LX3233'(13.8 FT) NORTHWEST OF SNET POLE NO. 854 WITH THREE GUY WIRES GOING TO
 LX3233'ONE ANCHOR AND 0.15 METER (0.5 FT) NORTH OF THE SOUTH END OF ABUTMENT.
 LX3233'THE MARK IS 0.8 M BELOW HIGHWAY.
 LX3233
 LX3233                          STATION RECOVERY (1991)
 LX3233
 LX3233'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1846 ***********************************************************************
 LW1846  DESIGNATION -  L 97
 LW1846  PID         -  LW1846
 LW1846  STATE/COUNTY-  CT/NEW LONDON
 LW1846  USGS QUAD   -  OLD MYSTIC (1983)
 LW1846
 LW1846                         *CURRENT SURVEY CONTROL
 LW1846  ___________________________________________________________________
 LW1846* NAD 83(1986)-  41 27 46.     (N)    071 57 27.     (W)     SCALED    
 LW1846* NAVD 88     -        62.745  (meters)     205.86   (feet)  ADJUSTED  
 LW1846  ___________________________________________________________________
 LW1846  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1846  DYNAMIC HT  -          62.722 (meters)     205.78  (feet)  COMP
 LW1846  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 LW1846
 LW1846  VERT ORDER  -  FIRST     CLASS II
 LW1846
 LW1846.The horizontal coordinates were scaled from a topographic map and have
 LW1846.an estimated accuracy of +/- 6 seconds.
 LW1846
 LW1846.The orthometric height was determined by differential leveling
 LW1846.and adjusted by the National Geodetic Survey in June 1991..
 LW1846
 LW1846.The geoid height was determined by GEOID03.
 LW1846
 LW1846.The dynamic height is computed by dividing the NAVD 88
 LW1846.geopotential number by the normal gravity value computed on the
 LW1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1846.degrees latitude (g = 980.6199 gals.).
 LW1846
 LW1846.The modeled gravity was interpolated from observed gravity values.
 LW1846
 LW1846;                    North         East    Units  Estimated Accuracy
 LW1846;SPC CT       -   222,610.      371,010.      MT  (+/- 180 meters Scaled)
 LW1846
 LW1846                          SUPERSEDED SURVEY CONTROL
 LW1846
 LW1846.No superseded survey control is available for this station.
 LW1846
 LW1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF530943(NAD 83)
 LW1846_MARKER: I = METAL ROD
 LW1846_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LW1846+WITH SETTING: INFORMATION.
 LW1846_SP_SET: STAINLESS STEEL ROD
 LW1846_STAMPING: L 97 1986
 LW1846_MARK LOGO: NGS   
 LW1846_PROJECTION: FLUSH
 LW1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1846_ROD/PIPE-DEPTH: 1.59 meters
 LW1846
 LW1846  HISTORY     - Date     Condition        Report By
 LW1846  HISTORY     - 1986     MONUMENTED       NGS
 LW1846
 LW1846                          STATION DESCRIPTION
 LW1846
 LW1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1846'6.1 KM (3.8 MI) NE FROM LEDYARD CENTER.
 LW1846'6.1 KM (3.8 MI) NORTHEAST ALONG STATE HIGHWAY 214 FROM THE
 LW1846'INTERSECTION OF STATE HIGHWAY 117 IN LEDYARD CENTER TO THE JUNCTION OF
 LW1846'WHITE PINE ROAD AND THE MARK ON THE RIGHT IN THE SOUTHEAST ANGLE OF
 LW1846'THE JUNCTION.  IT IS 4.27 METERS (14.0 FT) SOUTHEAST OF THE CENTERLINE
 LW1846'OF THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTHWEST OF THE CENTER OF WHITE
 LW1846'PINE ROAD, 1.22 METERS (4.0 FT) NORTHWEST OF A CONCRETE HIGHWAY
 LW1846'MARKER PROJECTING 4.5 FEET AND 1.04 METERS (3.4 FT) NORTH-NORTHEAST OF
 LW1846'UTILITY POLE NUMBER 2021 WITH ONE GUY WIRE.
 LW1846'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1846'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6527 ***********************************************************************
 LX6527  DESIGNATION -  L CANDEE CO ELEVATED TANK
 LX6527  PID         -  LX6527
 LX6527  STATE/COUNTY-  CT/NEW HAVEN
 LX6527  USGS QUAD   -  NEW HAVEN (1984)
 LX6527
 LX6527                         *CURRENT SURVEY CONTROL
 LX6527  ___________________________________________________________________
 LX6527* NAD 83(1996)-  41 18 15.67739(N)    072 54 39.80564(W)     ADJUSTED  
 LX6527* NAVD 88     -                                                        
 LX6527  ___________________________________________________________________
 LX6527  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 LX6527  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6527
 LX6527  HORZ ORDER  -  THIRD
 LX6527
 LX6527.The horizontal coordinates were established by classical geodetic methods
 LX6527.and adjusted by the National Geodetic Survey in August 1998..
 LX6527
 LX6527
 LX6527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6527
 LX6527.The geoid height was determined by GEOID03.
 LX6527
 LX6527;                    North         East     Units Scale Factor Converg.
 LX6527;SPC CT       -   204,723.254   291,312.691   MT  0.99999111   -0 06 24.4
 LX6527;SPC CT       -   671,662.88    955,748.39   sFT  0.99999111   -0 06 24.4
 LX6527;SPC NY L     -   126,907.428   391,195.718   MT  1.00002628   +0 42 44.1
 LX6527;SPC NY L     -   416,362.12  1,283,447.95   sFT  1.00002628   +0 42 44.1
 LX6527;UTM  18      - 4,574,648.950   674,877.727   MT  0.99997638   +1 22 45.0
 LX6527
 LX6527                          SUPERSEDED SURVEY CONTROL
 LX6527
 LX6527  NAD 83(1992)-  41 18 15.67646(N)    072 54 39.80547(W) AD(       ) 4
 LX6527  NAD 83(1986)-  41 18 15.67854(N)    072 54 39.80933(W) AD(       ) 4
 LX6527  NAD 27      -  41 18 15.33700(N)    072 54 41.44300(W) AD(       ) 3
 LX6527
 LX6527.Superseded values are not recommended for survey control.
 LX6527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6527.See file dsdata.txt to determine how the superseded data were derived.
 LX6527
 LX6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7487874649(NAD 83)
 LX6527_MARKER: 51 = TANK
 LX6527
 LX6527  HISTORY     - Date     Condition        Report By
 LX6527  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6527  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6527
 LX6527                          STATION DESCRIPTION
 LX6527
 LX6527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6527'THIS TANK IS ON THE PREMISES OF THE OLD CANDEE RUBBER COMPANY
 LX6527'AT THE NW CORNER OF EAST AND CHAPEL STREETS.  THE TANK IS STEEL
 LX6527'ON A STEEL STRUCTURE.  TANK AND STRUCTURE ARE PAINTED ALUMINUM
 LX6527'COLOR.  ON S SIDE OF TANK WALL, IN BLACK LETTERS, READ THE L.
 LX6527'CANDEE AND COMPANY RUBBER FOOTWEAR.  THE BOTTOM OF THE TANK IS
 LX6527'HEMISPHERICAL.  THE STEEL ROOF OF THE TANK HAS A SMALL BALL AT
 LX6527'THE APEX, THE CENTER LINE OF WHICH IS THE CENTER.
 LX6527'
 LX6527'TANK IS ABOUT 150 FEET HIGH.
 LX6527
 LX6527                          STATION RECOVERY (1984)
 LX6527
 LX6527'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6527'THIS SHOP WAS REMOVED FOR REDEVELOPMENT ONLY THE LEGS OF THE TANK
 LX6527'REMAIN.  THE THREE GAS HOLDING TANKS HAVE BEEN REMOVED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5446 ***********************************************************************
 LX5446  DESIGNATION -  LAMARCHE CHIMNEY
 LX5446  PID         -  LX5446
 LX5446  STATE/COUNTY-  CT/NEW LONDON
 LX5446  USGS QUAD   -  NIANTIC (1983)
 LX5446
 LX5446                         *CURRENT SURVEY CONTROL
 LX5446  ___________________________________________________________________
 LX5446* NAD 83(1996)-  41 22 05.10627(N)    072 11 38.40686(W)     ADJUSTED  
 LX5446* NAVD 88     -                                                        
 LX5446  ___________________________________________________________________
 LX5446  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LX5446  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5446
 LX5446  HORZ ORDER  -  THIRD
 LX5446
 LX5446.The horizontal coordinates were established by classical geodetic methods
 LX5446.and adjusted by the National Geodetic Survey in August 1998..
 LX5446
 LX5446
 LX5446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5446
 LX5446.The geoid height was determined by GEOID03.
 LX5446
 LX5446;                    North         East     Units Scale Factor Converg.
 LX5446;SPC CT       -   211,938.167   351,317.491   MT  0.99998729   +0 22 07.2
 LX5446;SPC CT       -   695,333.80  1,152,614.14   sFT  0.99998729   +0 22 07.2
 LX5446;SPC NY L     -   134,976.323   451,094.215   MT  1.00003572   +1 10 52.6
 LX5446;SPC NY L     -   442,834.82  1,479,964.94   sFT  1.00003572   +1 10 52.6
 LX5446;UTM  18      - 4,583,418.874   734,683.030   MT  1.00027786   +1 51 19.1
 LX5446
 LX5446                          SUPERSEDED SURVEY CONTROL
 LX5446
 LX5446  NAD 83(1992)-  41 22 05.10522(N)    072 11 38.40617(W) AD(       ) 4
 LX5446  NAD 83(1986)-  41 22 05.10626(N)    072 11 38.41027(W) AD(       ) 4
 LX5446  NAD 27      -  41 22 04.76000(N)    072 11 40.13000(W) AD(       ) 3
 LX5446
 LX5446.Superseded values are not recommended for survey control.
 LX5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5446.See file dsdata.txt to determine how the superseded data were derived.
 LX5446
 LX5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3468383419(NAD 83)
 LX5446_MARKER: 85 = CHIMNEY
 LX5446
 LX5446  HISTORY     - Date     Condition        Report By
 LX5446  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5446  HISTORY     - 1968     GOOD             CGS
 LX5446  HISTORY     - 1984     GOOD             USPSQD
 LX5446  HISTORY     - 1989     GOOD             USPSQD
 LX5446
 LX5446                          STATION DESCRIPTION
 LX5446
 LX5446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5446'THE GREEN ROOFED HOUSE IS LOCATED ON THE SOUTHERN PART OF THE
 LX5446'POINT JUST S OF THE BOSTON POST ROAD AND IS ON THE W SIDE OF THE
 LX5446'RIVER.  THE HOUSE IS A LOW ONE-STORY COTTAGE WITH A VERY FLAT
 LX5446'GABLED ROOF.  S OF THE COTTAGE IS A SHORT STONE PIER.  THE
 LX5446'CHIMNEY IS MADE OF FIELD STONE AND IS AT THE E END OF THE
 LX5446'BUILDING.  THE STATION IS THE CENTER LINE OF THE CHIMNEY.
 LX5446'HEIGHT ABOUT 15 FEET.
 LX5446
 LX5446                          STATION RECOVERY (1968)
 LX5446
 LX5446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5446'RECOVERED.  RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5446
 LX5446                          STATION RECOVERY (1984)
 LX5446
 LX5446'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5446'LA MARCHES CHIMNEY TOP 2 FEET ARE MISSING.
 LX5446'
 LX5446'RECOVERED AS DESCRIBED.
 LX5446
 LX5446                          STATION RECOVERY (1989)
 LX5446
 LX5446'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4421 ***********************************************************************
 LX4421  DESIGNATION -  LAMBERT
 LX4421  PID         -  LX4421
 LX4421  STATE/COUNTY-  CT/LITCHFIELD
 LX4421  USGS QUAD   -  AMENIA (1984)
 LX4421
 LX4421                         *CURRENT SURVEY CONTROL
 LX4421  ___________________________________________________________________
 LX4421* NAD 83(1996)-  41 48 10.85052(N)    073 30 11.74604(W)     ADJUSTED  
 LX4421* NAVD 88     -       370.     (meters)    1214.     (feet)  SCALED    
 LX4421  ___________________________________________________________________
 LX4421  LAPLACE CORR-          10.72  (seconds)                    DEFLEC99
 LX4421  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX4421
 LX4421  HORZ ORDER  -  THIRD
 LX4421
 LX4421.The horizontal coordinates were established by classical geodetic methods
 LX4421.and adjusted by the National Geodetic Survey in August 1998..
 LX4421
 LX4421.The orthometric height was scaled from a topographic map.
 LX4421
 LX4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4421
 LX4421.The geoid height was determined by GEOID03.
 LX4421
 LX4421;                    North         East     Units Scale Factor Converg.
 LX4421;SPC CT       -   260,366.173   242,201.266   MT  0.99999417   -0 29 58.0
 LX4421;SPC CT       -   854,218.02    794,621.99   sFT  0.99999417   -0 29 58.0
 LX4421;UTM  18      - 4,628,988.157   624,339.382   MT  0.99979025   +0 59 52.1
 LX4421
 LX4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4421!SPC CT       -   0.99994677  x   0.99999417  =   0.99994094
 LX4421!UTM  18      -   0.99994677  x   0.99979025  =   0.99973703
 LX4421
 LX4421:                Primary Azimuth Mark                     Grid Az
 LX4421:SPC CT       -  CLOVE RESET                              231 40 50.9
 LX4421:UTM  18      -  CLOVE RESET                              230 11 00.8
 LX4421
 LX4421|---------------------------------------------------------------------|
 LX4421| PID    Reference Object                     Distance      Geod. Az  |
 LX4421|                                                           dddmmss.s |
 LX4421| LX4434 CLOVE RESET                         APPROX.20.3 KM 2311052.9 |
 LX4421| LX4420 CLARKS MONUMENT                     424.143 METERS 2330804.7 |
 LX4421|---------------------------------------------------------------------|
 LX4421
 LX4421                          SUPERSEDED SURVEY CONTROL
 LX4421
 LX4421  NAD 83(1996)-  41 48 10.85048(N)    073 30 11.74643(W) AD(       ) 3
 LX4421  NAD 83(1992)-  41 48 10.85100(N)    073 30 11.74651(W) AD(       ) 3
 LX4421  NAD 83(1992)-  41 48 10.85175(N)    073 30 11.74759(W) AD(       ) 3
 LX4421  NAD 83(1986)-  41 48 10.85152(N)    073 30 11.74621(W) AD(       ) 3
 LX4421  NAD 27      -  41 48 10.50000(N)    073 30 13.32000(W) AD(       ) 3
 LX4421
 LX4421.Superseded values are not recommended for survey control.
 LX4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4421.See file dsdata.txt to determine how the superseded data were derived.
 LX4421
 LX4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2433928988(NAD 83)
 LX4421
 LX4421  HISTORY     - Date     Condition        Report By
 LX4421  HISTORY     - 1864     MONUMENTED       CGS
 LX4421  HISTORY     - 1909     SEE DESCRIPTION  CGS
 LX4421
 LX4421                          STATION DESCRIPTION
 LX4421
 LX4421'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (EB)
 LX4421'A 10 FT. POLE WAS PLACED HERE OCTOBER 12, 1864.  A HOLE WAS DRILLED
 LX4421'IN THE LEDGE FOR THE FOOT OF THE POLE.  POLE PAINTED IN BLACK
 LX4421'AND WHITE BANDS WITH NAIL KEG AT TOP.
 LX4421'
 LX4421'LAND OWNED BY GEORGE LAMBERT WHO LIVES SOUTHEAST OF THE
 LX4421'STATION.  THE STATION IS ABOUT 10 PACES NORTH OF A PROMINENT ROCK
 LX4421'IN THE HIGHEST PART OF THE FIELD.
 LX4421
 LX4421                          STATION RECOVERY (1909)
 LX4421
 LX4421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1909 (HRB)
 LX4421'STATION IS OPEN PASTURE, AT THE WESTERN BROW OF A HILL IN THE
 LX4421'SOUTHWESTERN PART OF THE TOWN OF SHARON, CONNECTICUT, 60 FT.
 LX4421'NORTH OF A RAGGED PILE OF BOULDERS ABOUT 10 X 12 FT. IN SECTION
 LX4421'AND 3 FT. HIGH IT IS ABOUT 75 FT. SOUTH 80 W (MAG.) FROM A
 LX4421'JUNCTION OF THREE WALLS AND 1000 FT. NORTH OF A HIGHWAY, AT A
 LX4421'POINT 1200 FT. WEST OF ITS JUNCTION WITH ANOTHER HIGHWAY, AND
 LX4421'1450 FT. EAST OF ITS INTERSECTION WITH THE STATE LINE.  THE
 LX4421'STATION IS ABOUT 60 FT. NORTHWESTERLY FROM AND SLIGHTLY
 LX4421'BELOW THE EXACT SUMMIT OF THE HILL, IT AFFORDS AN EXTENSIVE
 LX4421'VIEW FROM N 15 W TO N 35 E (MAG.) AND ALSO S 60 W (MAG.), IT SEES
 LX4421'THROUGH A GAP BETWEEN THE HILL NORTHWEST OF TRIANGULATION
 LX4421'STATION COBBLE AND PEAKED MT., FOR A LONG DISTANCE.
 LX4421'
 LX4421'THE STATION MARK IS AN IRREGULAR SHAPED 1-3/4 INCH DRILL HOLE,
 LX4421'1-3/4 INCHES DEEP IN A LEVEL SECTION OF OUTCROP 3 FT. EAST OF THE
 LX4421'POINT WHERE IT DROPS ABRUPTLY ON THE WEST AND NEAR ITS SOUTH
 LX4421'END.  THE OUTCROP SHOWS AN EXPOSED SURFACE ABOUT 20 FT. IN LENGTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3373 ***********************************************************************
 LW3373  DESIGNATION -  LAMBERT
 LW3373  PID         -  LW3373
 LW3373  STATE/COUNTY-  CT/NEW LONDON
 LW3373  USGS QUAD   -  MYSTIC (1984)
 LW3373
 LW3373                         *CURRENT SURVEY CONTROL
 LW3373  ___________________________________________________________________
 LW3373* NAD 83(1996)-  41 20 29.22513(N)    071 54 39.18351(W)     ADJUSTED  
 LW3373* NAVD 88     -         1.     (meters)       3.     (feet)  VERTCON   
 LW3373  ___________________________________________________________________
 LW3373  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LW3373  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3373
 LW3373  HORZ ORDER  -  SECOND
 LW3373
 LW3373.The horizontal coordinates were established by classical geodetic methods
 LW3373.and adjusted by the National Geodetic Survey in August 1998..
 LW3373
 LW3373.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3373
 LW3373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3373
 LW3373.The geoid height was determined by GEOID03.
 LW3373
 LW3373;                    North         East     Units Scale Factor Converg.
 LW3373;SPC CT       -   209,171.599   375,032.273   MT  0.99998874   +0 33 23.0
 LW3373;SPC CT       -   686,257.15  1,230,418.38   sFT  0.99998874   +0 33 23.0
 LW3373;SPC RI       -    28,747.358    65,609.368   MT  1.00000830   -0 16 17.1
 LW3373;SPC RI       -    94,315.29    215,253.40   sFT  1.00000830   -0 16 17.1
 LW3373;SPC NY L     -   132,545.724   474,846.879   MT  1.00003163   +1 21 59.2
 LW3373;SPC NY L     -   434,860.43  1,557,893.47   sFT  1.00003163   +1 21 59.2
 LW3373;UTM  19      - 4,580,751.121   256,444.383   MT  1.00033009   -1 55 25.4
 LW3373
 LW3373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3373!SPC CT       -   1.00000469  x   0.99998874  =   0.99999343
 LW3373!SPC RI       -   1.00000469  x   1.00000830  =   1.00001299
 LW3373!SPC NY L     -   1.00000469  x   1.00003163  =   1.00003632
 LW3373!UTM  19      -   1.00000469  x   1.00033009  =   1.00033479
 LW3373
 LW3373|---------------------------------------------------------------------|
 LW3373| PID    Reference Object                     Distance      Geod. Az  |
 LW3373|                                                           dddmmss.s |
 LW3373| LW3438 4808                                 22.340 METERS 10251     |
 LW3373| CB7841 LAMBERT RM 1                         23.210 METERS 11003     |
 LW3373| LW3371 STONINGTON INNER BREAKWATER LT      APPROX. 1.2 KM 1742003.9 |
 LW3373| CB7842 LAMBERT RM 2                         10.950 METERS 25333     |
 LW3373| LW3411 WAMPHASSUC BARN CUPOLA              APPROX. 0.8 KM 2613317.1 |
 LW3373| LW3403 FINDLAYS CHIMNEY                    APPROX. 1.6 KM 3053237.3 |
 LW3373| LW3404 MONTAUK                             APPROX. 2.5 KM 3251440.0 |
 LW3373| LW3406 PALMERS FLAGPOLE                    APPROX. 2.6 KM 3254304.3 |
 LW3373| LW3372 SPALDING BARN CUPOLA                471.099 METERS 3525533.0 |
 LW3373|---------------------------------------------------------------------|
 LW3373
 LW3373                          SUPERSEDED SURVEY CONTROL
 LW3373
 LW3373  NAD 83(1992)-  41 20 29.22383(N)    071 54 39.18271(W) AD(       ) 2
 LW3373  NAD 83(1986)-  41 20 29.22390(N)    071 54 39.18597(W) AD(       ) 2
 LW3373  NAD 27      -  41 20 28.86900(N)    071 54 40.93130(W) AD(       ) 2
 LW3373  NGVD 29 (07/19/86)    1.     (m)            3.     (f) VERT ANG       
 LW3373
 LW3373.Superseded values are not recommended for survey control.
 LW3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3373.See file dsdata.txt to determine how the superseded data were derived.
 LW3373
 LW3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5644480751(NAD 83)
 LW3373_MARKER: DS = TRIANGULATION STATION DISK
 LW3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3373_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3373+STABILITY: SURFACE MOTION
 LW3373
 LW3373  HISTORY     - Date     Condition        Report By
 LW3373  HISTORY     - 1934     MONUMENTED       CGS
 LW3373  HISTORY     - 1948     GOOD             CGS
 LW3373  HISTORY     - 1954     GOOD             CGS
 LW3373
 LW3373                          STATION DESCRIPTION
 LW3373
 LW3373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3373'THE STATION IS LOCATED ON THE E SIDE OF STONINGTON HARBOR JUST E
 LW3373'OF THE RAILROAD BRIDGE ACROSS LAMBERT COVE, ON THE PROPERTY OF
 LW3373'THE WADAWANUCK YACHT CLUB.  IT IS MARKED BY A STANDARD DISC SET
 LW3373'IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST SET FLUSH
 LW3373'WITH THE GROUND, 13.3 METERS S OF THE NEW YORK, NEW HAVEN AND
 LW3373'HARTFORD RAILROAD AND ONE METER S OF THE RIGHT-OF-WAY.  IT IS
 LW3373'ALSO 58.5 METERS SOUTHEASTERLY OF THE E END OF THE SOUTHERN
 LW3373'GIRDER OF THE RAILROAD BRIDGE OVER LAMBERT COVE.  THE
 LW3373'SUB-SURFACE MARK IS A STANDARD DISC SET IN AN IRREGULAR MASS OF
 LW3373'CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LW3373'
 LW3373'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND NO. 2 ARE
 LW3373'STANDARD BRONZE DISCS SET IN CONCRETE AS DESCRIBED IN NOTES 1A,
 LW3373'7A AND 11A.
 LW3373'
 LW3373'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN 12- BY
 LW3373'12- BY 30-INCH CONCRETE POSTS EASTERLY AND SOUTHWESTERLY OF THE
 LW3373'STATION RESPECTIVELY.  REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2
 LW3373'IS 32.70 METERS.
 LW3373'
 LW3373'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3373
 LW3373                          STATION RECOVERY (1948)
 LW3373
 LW3373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3373'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LW3373'CONDITION.  DESCRIPTION IS ADEQUATE.
 LW3373
 LW3373                          STATION RECOVERY (1954)
 LW3373
 LW3373'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3373'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.  REFERENCE
 LW3373'MARK 1 WAS PROBED FOR AT THE POINT DETERMINED BY MEASUREMENTS
 LW3373'FROM STATION AND REFERENCE MARK 1 BUT WAS NOT FOUND.  ORIGINAL
 LW3373'DESCRIPTION IS OTHERWISE ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7174 ***********************************************************************
 LX7174  DESIGNATION -  LAMENTATION
 LX7174  PID         -  LX7174
 LX7174  STATE/COUNTY-  CT/NEW HAVEN
 LX7174  USGS QUAD   -  MERIDEN (1992)
 LX7174
 LX7174                         *CURRENT SURVEY CONTROL
 LX7174  ___________________________________________________________________
 LX7174* NAD 83(1996)-  41 34 22.31890(N)    072 45 48.37054(W)     ADJUSTED  
 LX7174* NAVD 88     -       215.4    (meters)     707.     (feet)  VERTCON   
 LX7174  ___________________________________________________________________
 LX7174  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LX7174  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7174
 LX7174  HORZ ORDER  -  FIRST
 LX7174
 LX7174.The horizontal coordinates were established by classical geodetic methods
 LX7174.and adjusted by the National Geodetic Survey in August 1998..
 LX7174
 LX7174.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7174
 LX7174.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7174
 LX7174.The geoid height was determined by GEOID03.
 LX7174
 LX7174;                    North         East     Units Scale Factor Converg.
 LX7174;SPC CT       -   234,531.870   303,680.010   MT  0.99998337   -0 00 32.1
 LX7174;SPC CT       -   769,459.98    996,323.50   sFT  0.99998337   -0 00 32.1
 LX7174;UTM  18      - 4,604,769.488   686,466.154   MT  1.00002790   +1 29 04.4
 LX7174
 LX7174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7174!SPC CT       -   0.99997082  x   0.99998337  =   0.99995419
 LX7174!UTM  18      -   0.99997082  x   1.00002790  =   0.99999872
 LX7174
 LX7174:                Primary Azimuth Mark                     Grid Az
 LX7174:SPC CT       -  BERLIN CONG CH SPIRE                     015 12 48.7
 LX7174:UTM  18      -  BERLIN CONG CH SPIRE                     013 43 12.2
 LX7174
 LX7174|---------------------------------------------------------------------|
 LX7174| PID    Reference Object                     Distance      Geod. Az  |
 LX7174|                                                           dddmmss.s |
 LX7174| LX6988 BERLIN CONG CH SPIRE                APPROX. 5.4 KM 0151216.6 |
 LX7174| CZ6662 LAMENTATION RM 2                      5.773 METERS 05058     |
 LX7174| CZ6663 LAMENTATION RM 3                      8.937 METERS 13217     |
 LX7174| CZ6661 LAMENTATION RM 1                      4.880 METERS 26001     |
 LX7174|---------------------------------------------------------------------|
 LX7174
 LX7174                          SUPERSEDED SURVEY CONTROL
 LX7174
 LX7174  NAD 83(1992)-  41 34 22.31814(N)    072 45 48.37060(W) AD(       ) 1
 LX7174  NAD 83(1986)-  41 34 22.32031(N)    072 45 48.37260(W) AD(       ) 1
 LX7174  NAD 27      -  41 34 21.96373(N)    072 45 50.02421(W) AD(       ) 1
 LX7174  NGVD 29 (07/19/86)  215.7    (m)          708.     (f) VERT ANG       
 LX7174
 LX7174.Superseded values are not recommended for survey control.
 LX7174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7174.See file dsdata.txt to determine how the superseded data were derived.
 LX7174
 LX7174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8646604769(NAD 83)
 LX7174_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7174
 LX7174  HISTORY     - Date     Condition        Report By
 LX7174  HISTORY     - 1959     MONUMENTED       CTGS
 LX7174  HISTORY     - 1981     POOR             NGS
 LX7174
 LX7174                          STATION DESCRIPTION
 LX7174
 LX7174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7174'THE STATION MARK REFERENCE MARKS 1,2 AND 3 WERE RECOVERED AS
 LX7174'DESCRIBED IN 1959, HOWEVER THE STATION MARK WAS FOUND TO BE IN
 LX7174'POOR CONDITION.
 LX7174'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH FROM NEW
 LX7174'BRITAIN, 9.2 KM (5.7 MI) WEST FROM MIDDLETOWN, 5.3 KM (3.3 MI)
 LX7174'NORTHEAST FROM MERIDEN AND 0.6 KM (0.4 MI) EAST
 LX7174'SOUTHEAST FROM U.S. HIGHWAY 5 AND STATE HIGHWAY 15.
 LX7174'
 LX7174'OWNERSHIP--CITY OF MERIDEN, SUPERINTENDENT OF RECREATION,
 LX7174'MERIDEN CT.
 LX7174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5 AND STATE
 LX7174'HIGHWAY 66 ON THE NORTHEAST SIDE OF MERIDEN.  GO NORTH-NORTHEAST
 LX7174'ON U.S. HIGHWAY 5 (BROAD STREET) FOR 1.04 KM (0.65 MI) TO A
 LX7174'CROSSROAD (WESTFIELD ROAD).  TURN RIGHT AND GO EASTERLY ON
 LX7174'WESTFIELD ROAD FOR 1.69 KM (1.05 MI) TO A T-ROAD.  TURN LEFT
 LX7174'AND GO NORTHEAST FOR 0.48 KM (0.3 MI) TO A SIDE ROAD LEFT AND A
 LX7174'GATE (ENTRANCE TO PARK) AT A RIGHT CURVE IN THE ROAD.  TURN LEFT
 LX7174'THROUGH GATE AND GO NORTH FOR 0.96 KM (0.6 MI) TO A SMALL
 LX7174'PARKING AREA AND A LONE HOUSE ON THE RIGHT AND A LOCKED GATE ON
 LX7174'THE LEFT.  TURN LEFT PASSING THROUGH THE GATE AND GO NORTH BESIDE
 LX7174'A POWER LINE FOR 0.96 KM (0.6 MI) TO THE NORTH END OF A STAND
 LX7174'OF PLANTED PINES ON THE RIGHT.  CONTINUE AHEAD ON THE NARROW
 LX7174'ROUGH ROAD FOR .32 KM (0.2 MI) TO A ROAD LEFT.  CONTINUE AHEAD
 LX7174'FOR 0.08 KM (0.05 MI) TO A THREE WAY FORK, TAKE THE CENTER
 LX7174'ROAD AND GO NORTHWEST ON AN OLD WOODS ROAD FOR 0.56 KM (0.35
 LX7174'MI) TO ITS END NEAR TOP OF RIDGE.  FROM HERE PACK NORTH ALONG
 LX7174'THE BLUE PAINTED TRAIL FOR ABOUT 0.4 KM (0.25 MI) TO THE
 LX7174'STATION.
 LX7174'
 LX7174'THE STATION IS A STANDARD CTGS DISK
 LX7174'STAMPED---LAMENTATION---,
 LX7174'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7174'9.78 METERS (32.10 FT) SOUTHEAST FROM THE EDGE OF A CLIFF
 LX7174'
 LX7174'REFERENCE MARK NUMBER 1 IS A 6 MM DRILL HOLE IN BEDROCK
 LX7174'SURROUNDED BY A CHISELED TRIANGLE.
 LX7174'IT IS LOCATED
 LX7174'6.16 METERS (20.20 FT) SOUTHEAST FROM THE EDGE OF THE CLIFF
 LX7174'MARK IS BELOW STATION 0.6 METERS.
 LX7174'
 LX7174'REFERENCE MARK NUMBER 2 IS A 6 MM DRILL HOLE IN BED ROCK
 LX7174'SURROUNDED BY A CHISELED SQUARE.
 LX7174'IT IS LOCATED
 LX7174'11.2 METERS (36.80 FT) SOUTHEAST FROM THE EDGE OF THE CLIFF
 LX7174'MARK IS LEVEL WITH STATION.
 LX7174'
 LX7174'REFERENCE MARK NUMBER 3 IS A 6 MM DRILL HOLE IN BEDROCK
 LX7174'SURROUNDED BY A CHISELED SQUARE
 LX7174'IT IS LOCATED
 LX7174'18.7 METERS (61.40 FT) SOUTHEAST FROM THE EDGE OF THE CLIFF
 LX7174'MARK IS LEVEL WITH STATION.
 LX7174'
 LX7174'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6418 ***********************************************************************
 LX6418  DESIGNATION -  LANDONS ISLAND CHIMNEY
 LX6418  PID         -  LX6418
 LX6418  STATE/COUNTY-  CT/NEW HAVEN
 LX6418  USGS QUAD   -  BRANFORD (1984)
 LX6418
 LX6418                         *CURRENT SURVEY CONTROL
 LX6418  ___________________________________________________________________
 LX6418* NAD 83(1996)-  41 15 03.19248(N)    072 50 24.00415(W)     ADJUSTED  
 LX6418* NAVD 88     -                                                        
 LX6418  ___________________________________________________________________
 LX6418  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6418  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX6418
 LX6418  HORZ ORDER  -  THIRD
 LX6418
 LX6418.The horizontal coordinates were established by classical geodetic methods
 LX6418.and adjusted by the National Geodetic Survey in August 1998..
 LX6418
 LX6418
 LX6418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6418
 LX6418.The geoid height was determined by GEOID03.
 LX6418
 LX6418;                    North         East     Units Scale Factor Converg.
 LX6418;SPC CT       -   198,776.533   297,257.169   MT  0.99999525   -0 03 34.8
 LX6418;SPC CT       -   652,152.68    975,251.23   sFT  0.99999525   -0 03 34.8
 LX6418;SPC NY L     -   121,046.081   397,224.741   MT  1.00001932   +0 45 31.4
 LX6418;SPC NY L     -   397,132.02  1,303,228.17   sFT  1.00001932   +0 45 31.4
 LX6418;UTM  18      - 4,568,858.312   680,974.311   MT  1.00000309   +1 25 28.5
 LX6418
 LX6418                          SUPERSEDED SURVEY CONTROL
 LX6418
 LX6418  NAD 83(1992)-  41 15 03.19159(N)    072 50 24.00395(W) AD(       ) 4
 LX6418  NAD 83(1986)-  41 15 03.19310(N)    072 50 24.00745(W) AD(       ) 4
 LX6418  NAD 27      -  41 15 02.84400(N)    072 50 25.65300(W) AD(       ) 3
 LX6418
 LX6418.Superseded values are not recommended for survey control.
 LX6418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6418.See file dsdata.txt to determine how the superseded data were derived.
 LX6418
 LX6418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8097468858(NAD 83)
 LX6418
 LX6418  HISTORY     - Date     Condition        Report By
 LX6418  HISTORY     - 1933     MONUMENTED       CGS
 LX6418  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6418
 LX6418                          STATION DESCRIPTION
 LX6418
 LX6418'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6418'THIS HOUSE IS ON SMALL ROCK ABOUT 1/4 MILE NW OF JOHNSONS
 LX6418'POINT KNOWN AS LANDONS ISLAND.
 LX6418'
 LX6418'COTTAGE ITSELF IS VERY SMALL BUT IT COMPLETELY COVERS THE
 LX6418'ISLAND.  HOUSE IS COVERED WITH DARK SHINGLES.
 LX6418'
 LX6418'CENTER IS THE CENTER LINE OF THE ONLY CHIMNEY.
 LX6418
 LX6418                          STATION RECOVERY (1961)
 LX6418
 LX6418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6418'STATION COULD NOT BE FOUND.  THE HOUSE AND CHIMNEY THAT NOW
 LX6418'OCCUPY THE ISLAND ARE VERY LARGE AND DO NOT CORRESPOND WITH THE
 LX6418'DESCRIPTION.  THIS STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1735 ***********************************************************************
 LW1735  DESIGNATION -  LANTERN HILL 2 AZ MK
 LW1735  PID         -  LW1735
 LW1735  STATE/COUNTY-  CT/NEW LONDON
 LW1735  USGS QUAD   -  OLD MYSTIC (1983)
 LW1735
 LW1735                         *CURRENT SURVEY CONTROL
 LW1735  ___________________________________________________________________
 LW1735* NAD 83(1996)-  41 27 56.18337(N)    071 55 47.71270(W)     ADJUSTED  
 LW1735* NAVD 88     -        86.588  (meters)     284.08   (feet)  ADJUSTED  
 LW1735  ___________________________________________________________________
 LW1735  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 LW1735  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1735  DYNAMIC HT  -          86.556 (meters)     283.98  (feet)  COMP
 LW1735  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 LW1735
 LW1735  HORZ ORDER  -  SECOND
 LW1735  VERT ORDER  -  FIRST     CLASS II
 LW1735
 LW1735.The horizontal coordinates were established by classical geodetic methods
 LW1735.and adjusted by the National Geodetic Survey in August 1998..
 LW1735
 LW1735.The orthometric height was determined by differential leveling
 LW1735.and adjusted by the National Geodetic Survey in June 1991..
 LW1735
 LW1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW1735
 LW1735.The geoid height was determined by GEOID03.
 LW1735
 LW1735.The dynamic height is computed by dividing the NAVD 88
 LW1735.geopotential number by the normal gravity value computed on the
 LW1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1735.degrees latitude (g = 980.6199 gals.).
 LW1735
 LW1735.The modeled gravity was interpolated from observed gravity values.
 LW1735
 LW1735;                    North         East     Units Scale Factor Converg.
 LW1735;SPC CT       -   222,944.362   373,308.212   MT  0.99998384   +0 32 37.5
 LW1735;SPC CT       -   731,443.29  1,224,762.03   sFT  0.99998384   +0 32 37.5
 LW1735;SPC RI       -    42,543.918    64,084.507   MT  1.00000962   -0 17 04.9
 LW1735;SPC RI       -   139,579.50    210,250.59   sFT  1.00000962   -0 17 04.9
 LW1735;UTM  19      - 4,594,590.443   255,318.096   MT  1.00033684   -1 56 27.8
 LW1735;UTM  18      - 4,594,996.688   756,388.200   MT  1.00040904   +2 02 02.5
 LW1735
 LW1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW1735!SPC CT       -   0.99999119  x   0.99998384  =   0.99997503
 LW1735!SPC RI       -   0.99999119  x   1.00000962  =   1.00000081
 LW1735!UTM  19      -   0.99999119  x   1.00033684  =   1.00032803
 LW1735!UTM  18      -   0.99999119  x   1.00040904  =   1.00040023
 LW1735
 LW1735|---------------------------------------------------------------------|
 LW1735| PID    Reference Object                     Distance      Geod. Az  |
 LW1735|                                                           dddmmss.s |
 LW1735| CB7847 LANTERN HILL 2 AZIMUTH WM 1           8.514 METERS 04941     |
 LW1735| CB6964 4797                                               0940118.2 |
 LW1735| LW3473 LANTERN HILL 2 RM 3                 APPROX. 1.3 KM 2433739.6 |
 LW1735| CB7087 B3447                                              2694215.4 |
 LW1735| LW3471 LANTERN HILL 2 AZ RP 1                9.107 METERS 29032     |
 LW1735| CB7848 LANTERN HILL 2 AZIMUTH WM 3                        34635     |
 LW1735|---------------------------------------------------------------------|
 LW1735
 LW1735                          SUPERSEDED SURVEY CONTROL
 LW1735
 LW1735  NAD 83(1992)-  41 27 56.18227(N)    071 55 47.71184(W) AD(       ) 2
 LW1735  NAD 83(1986)-  41 27 56.18203(N)    071 55 47.71368(W) AD(       ) 2
 LW1735  NAD 27      -  41 27 55.82720(N)    071 55 49.44977(W) AD(       ) 2
 LW1735  NGVD 29 (07/19/86)   87.     (m)          285.     (f) VERT ANG       
 LW1735
 LW1735.Superseded values are not recommended for survey control.
 LW1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1735.See file dsdata.txt to determine how the superseded data were derived.
 LW1735
 LW1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5531894590(NAD 83)
 LW1735_MARKER: DR = REFERENCE MARK DISK
 LW1735_SETTING: 66 = SET IN ROCK OUTCROP
 LW1735_SP_SET: ROCK OUTCROP
 LW1735_STAMPING: LANTERN HILL 2 1941 AZ MK
 LW1735_MARK LOGO: NGS   
 LW1735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1735+STABILITY: POSITION/ELEVATION WELL
 LW1735
 LW1735  HISTORY     - Date     Condition        Report By
 LW1735  HISTORY     - 1975     MONUMENTED       CTGS
 LW1735  HISTORY     - 1984     GOOD             NGS
 LW1735  HISTORY     - 1986     GOOD             NGS
 LW1735  HISTORY     - 19901001 GOOD             USPSQD
 LW1735
 LW1735                          STATION DESCRIPTION
 LW1735
 LW1735'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (TB)
 LW1735'THE STATION IS ABOUT 1.2 MILES WEST OF THE JUNCTION OF ROUTE 2
 LW1735'(WESTERLY ROAD), AND ROUTE 201 (CASSADUCK HILL ROAD), 1.1 MILES
 LW1735'NORTHEAST OF THE NORTH EDGE OF LONG POND, AND 1.0 MILES SOUTH
 LW1735'OF THE SOUTH EDGE OF LAKE OF ISLES.
 LW1735'
 LW1735'TO REACH THE STATION FROM THE JUNCTION OF CONNECTICUT ROUTE 2
 LW1735'AND CONNECTICUT ROUTE 164 (PRESTON PLAINS ROAD), GO
 LW1735'SOUTHEASTERLY ON CONNECTICUT ROUTE 2 FOR 3.30 MILES TO THE
 LW1735'STATION ON THE NORTH SIDE OF THE ROAD.  IT IS 1.2 MILES EAST OF
 LW1735'CONNECTICUT ROUTE 214.
 LW1735'
 LW1735'THE STATION MARK IS A NATIONAL GEODETIC SURVEY REFERENCE MARK
 LW1735'AZIMUTH BRONZE DISC, STAMPED LANTERN HILL 1975.  IT IS SET ON TOP
 LW1735'OF A 2 FOOT BY 3 FOOT LEDGE OUTCROP PROJECTING 6 INCHES ABOVE
 LW1735'THE GROUND.  IT IS 81.5 FEET NORTH OF THE CENTERLINE OF
 LW1735'CONNECTICUT ROUTE 2, 14.1 FEET WEST OF THE RANGE OF THE
 LW1735'WESTERLY SIDE OF A 1-1/2 STORY FRAME HOUSE ON THE SOUTH SIDE OF
 LW1735'THE ROAD, AND OPPOSITE SOUTHERN NEW ENGLAND TELEPHONE POLE
 LW1735'1702.
 LW1735'
 LW1735'REFERENCE MARK 1 IS A PUNCH MARK IN A BRASS BOLT IN A 1/4 INCH
 LW1735'DRILL HOLE.  IT IS SET IN A 3 FOOT BY 3 FOOT LEDGE OUTCROP
 LW1735'PROJECTING 1.5 FEET ABOVE THE GROUND.  IT IS 97.0 FEET NORTH OF
 LW1735'THE CENTERLINE OF THE ROAD.
 LW1735'
 LW1735'REFERENCE POINT 1 A POINT, IS A PUNCH MARK IN A BRASS BOLT SET
 LW1735'IN A 1/4 INCH DRILL HOLE.  IT IS SET IN A 3 FOOT BY 4 FOOT
 LW1735'BOULDER PROJECTING 2 FEET ABOVE THE GROUND.  IT IS 94.4 FEET
 LW1735'NORTH OF THE CENTERLINE OF THE ROAD.
 LW1735'
 LW1735'REFERENCE MARK 3 IS A PUNCH MARK IN A BRASS BOLT SET IN A 1/4
 LW1735'INCH DRILL HOLE.  IT IS SET IN A FACE OF A 4 FOOT BY 4 FOOT
 LW1735'BOULDER PROJECTING 3 FEET ABOVE THE GROUND.  IT IS -- FEET NORTH
 LW1735'OF THE CENTERLINE OF THE ROAD.
 LW1735'
 LW1735'B3447 (B.L.) (AZIMUTH MARK) IS A CONNETICUT HIGHWAY DEPARTMENT
 LW1735'BASE LINE ALUMINUM ALLOY DISC, STAMPED B3447.  IT IS SET IN THE
 LW1735'TOP OF A 5 INCH BY 5 INCH REINFORCED CONCRETE POST 48 INCHES
 LW1735'LONG.  THE TOP IS SET FLUSH WITH THE GROUND.  IT IS ABOUT 0.1
 LW1735'MILE NORTHWESTERLY ALONG CONNECTICUT ROUTE 2, 69.9 FEET
 LW1735'SOUTHWEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 1707, AND 20.9
 LW1735'FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 LW1735'
 LW1735'4797 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LW1735'BRASS DISC, STAMPED 4797.  IT IS SET IN THE TOP OF A 6 INCH BY
 LW1735'6 INCH REINFORCED CONCRETE POST 48 INCHES LONG.  THE TOP IS SET
 LW1735'1 INCH BELOW THE GROUND.  IT IS ABOUT 0.1 MILE SOUTHEASTERLY
 LW1735'ALONG CONNECTICUT ROUTE 2, 104 FEET WEST OF THE NORTHWEST
 LW1735'CORNER OF A 1 STORY FRAME HOUSE ON THE SOUTH SIDE OF THE ROAD,
 LW1735'43.0 FEET NORTHEAST OF SOUTHERN NEW ENGLAND TELEPHONE POLE
 LW1735'1699, AND 26.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 LW1735'
 LW1735'HEIGHT OF LIGHT ABOVE STATION MARK 0.1 METERS.
 LW1735
 LW1735                          STATION RECOVERY (1984)
 LW1735
 LW1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1735'1.9 KM (1.2 MI) NW FROM NORTH STONINGTON.
 LW1735'1.9 KM (1.2 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LW1735'STATE HIGHWAY 201 (COSSADUCK HILL ROAD) IN NORTH STONINGTON TO THE
 LW1735'MARK ON THE RIGHT, IN TOP OF AN EXPOSED ROCK OUTCROP 0.5 BY 0.6 METER
 LW1735'(1.5 BY 2 FT) IN SIZE, 24.99 METERS (82.0 FT) NORTH OF THE CENTERLINE
 LW1735'OF THE HIGHWAY, 19.96 METERS (65.5 FT) NORTHEAST OF THE CENTER OF A
 LW1735'STORM DRAIN ON THE NORTH SIDE OF THE HIGHWAY, 10.06 METERS (33.0 FT)
 LW1735'NORTH OF A 0.9 METER (3 FT) HIGH ROCK LEDGE.
 LW1735'THE MARK IS 1.37 METERS  NW FROM A WITNESS POST.
 LW1735'THE MARK IS 1.83 M ABOVE HIGHWAY.
 LW1735
 LW1735                          STATION RECOVERY (1986)
 LW1735
 LW1735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1735'RECOVERED IN GOOD CONDITION.
 LW1735
 LW1735                          STATION RECOVERY (1990)
 LW1735
 LW1735'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3458 ***********************************************************************
 LW3458  DESIGNATION -  LANTERN HILL 2 RESET
 LW3458  PID         -  LW3458
 LW3458  STATE/COUNTY-  CT/NEW LONDON
 LW3458  USGS QUAD   -  OLD MYSTIC (1983)
 LW3458
 LW3458                         *CURRENT SURVEY CONTROL
 LW3458  ___________________________________________________________________
 LW3458* NAD 83(1996)-  41 27 36.50013(N)    071 56 39.77136(W)     ADJUSTED  
 LW3458* NAVD 88     -       148.0    (meters)     486.     (feet)  VERTCON   
 LW3458  ___________________________________________________________________
 LW3458  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 LW3458  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW3458
 LW3458  HORZ ORDER  -  SECOND
 LW3458
 LW3458.The horizontal coordinates were established by classical geodetic methods
 LW3458.and adjusted by the National Geodetic Survey in August 1998..
 LW3458
 LW3458.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3458
 LW3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3458
 LW3458.The geoid height was determined by GEOID03.
 LW3458
 LW3458;                    North         East     Units Scale Factor Converg.
 LW3458;SPC CT       -   222,325.791   372,105.891   MT  0.99998396   +0 32 03.0
 LW3458;SPC CT       -   729,413.87  1,220,817.41   sFT  0.99998396   +0 32 03.0
 LW3458;UTM  19      - 4,594,024.376   254,089.650   MT  1.00034426   -1 57 01.6
 LW3458;UTM  18      - 4,594,346.786   755,201.872   MT  1.00040157   +2 01 27.2
 LW3458
 LW3458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3458!SPC CT       -   0.99998156  x   0.99998396  =   0.99996552
 LW3458!UTM  19      -   0.99998156  x   1.00034426  =   1.00032581
 LW3458!UTM  18      -   0.99998156  x   1.00040157  =   1.00038312
 LW3458
 LW3458|---------------------------------------------------------------------|
 LW3458| PID    Reference Object                     Distance      Geod. Az  |
 LW3458|                                                           dddmmss.s |
 LW3458| CB7845 LANTERN HILL 2 RM 1                  15.837 METERS 02145     |
 LW3458| LW3473 LANTERN HILL 2 RM 3                  26.611 METERS 04743     |
 LW3458| LW3277 FORT HILL NEW TANK                  APPROX.17.2 KM 1414205.4 |
 LW3458| CB7846 LANTERN HILL 2 RM 2                  13.481 METERS 15524     |
 LW3458| LX5150 CHURCH                              APPROX. 4.8 KM 2645515.6 |
 LW3458|---------------------------------------------------------------------|
 LW3458
 LW3458                          SUPERSEDED SURVEY CONTROL
 LW3458
 LW3458  NAD 83(1992)-  41 27 36.49900(N)    071 56 39.77063(W) AD(       ) 2
 LW3458  NAD 83(1986)-  41 27 36.49916(N)    071 56 39.77210(W) AD(       ) 2
 LW3458  NAD 27      -  41 27 36.14415(N)    071 56 41.50714(W) AD(       ) 2
 LW3458  NGVD 29 (07/19/86)  148.3    (m)          487.     (f) VERT ANG       
 LW3458
 LW3458.Superseded values are not recommended for survey control.
 LW3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3458.See file dsdata.txt to determine how the superseded data were derived.
 LW3458
 LW3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5409094024(NAD 83)
 LW3458_MARKER: DS = TRIANGULATION STATION DISK
 LW3458_SETTING: 66 = SET IN ROCK OUTCROP
 LW3458_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3458+STABILITY: POSITION/ELEVATION WELL
 LW3458
 LW3458  HISTORY     - Date     Condition        Report By
 LW3458  HISTORY     - 1941     MONUMENTED       CTGS
 LW3458  HISTORY     - 1953     SEE DESCRIPTION  CGS
 LW3458  HISTORY     - 1975     GOOD             NGS
 LW3458  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LW3458
 LW3458                          STATION DESCRIPTION
 LW3458
 LW3458'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LW3458'STATION IS A STANDARD DISK STAMPED LANTERN HILL - 2 - 1941
 LW3458'SITUATED ON THE SOUTH EDGE OF THE TOP OF LANTERN HILL, A PROMINENT
 LW3458'HILL ON THE NORTH STONINGTON-LEDYARD TOWN LINE.  THE OLD
 LW3458'STATION COULD NOT BE FOUND.
 LW3458'
 LW3458'TO REACH FROM THE INTERSECTION OF ROUTES 2 AND 119 JUST WEST
 LW3458'OF THE CENTER OF NORTH STONINGTON GO WNW ON ROUTE 2 4.6 MILES
 LW3458'TO DIRT ROAD LEFT (S) AT THE TOWN LINE.  TURN LEFT AND PROCEED
 LW3458'SOUTH 0.4 MILE TO Y.  BEAR LEFT AND GO 1.0 MILE TO THE SOUTH
 LW3458'END OF LANTERN HILL POND ON LEFT (E).  FOLLOW BLUE TRAIL UP
 LW3458'STEEP HILL EASTERLY TO STATION AT THE SUMMIT.  THIS IS ABOUT A
 LW3458'3/4 HOUR CLIMB.
 LW3458'
 LW3458'AZIMUTH MARK IS A LARGE WATER TANK IN WESTERLY, R.I., WHICH
 LW3458'IS ABOUT 1 MILE NE OF WATCH HILL.  THIS TANK THE FORT HILL NEW
 LW3458'TANK IS ABOUT 10 MILES SE OF STATION.
 LW3458'
 LW3458'R.M. 1 IS A STANDARD DISK STAMPED LANTERN HILL - 2- 1941-NO. 1
 LW3458'CEMENTED IN A DRILL HOLE 44.36 FEET SE OF STATION.
 LW3458'
 LW3458'R.M. 2 IS A STANDARD DISK STAMPED LANTERN HILL-2-1941-NO.2
 LW3458'CEMENTED IN A DRILL HOLE 51.25 FEET N OF STATION.
 LW3458'
 LW3458'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN
 LW3458'DRILL HOLE IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND
 LW3458'12A.
 LW3458'
 LW3458'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 METERS.
 LW3458
 LW3458                          STATION RECOVERY (1953)
 LW3458
 LW3458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (JCC)
 LW3458'STATION VISITED BY BENCH MARK RECOVERY UNIT, DIV. OF TIDES AND
 LW3458'CURRENTS ON 31 JULY 1953 AS INSTRUCTED BY SUPERVISOR, EASTERN
 LW3458'DISTRICT, REFERENCE LETTER DATED 17 JULY 1953--
 LW3458'
 LW3458'STATION IS A TRAVERSE STATION, DISK STAMPED LATERN HILL 2 1941
 LW3458'RESET 1953, RESET IN SAME DRILL HOLE, REFERENCE MARKS FOUND
 LW3458'AS DESCRIBED.
 LW3458'
 LW3458'NEW MEASURMENTS FROM REFERENCE MARKS.  R.M. 1 OLD 44.36 NEW 44.68
 LW3458'(SLOPING DISTANCE, NO PLUMB-BOB USED).  R.M. 2 OLD 51.95 NEW 51.9.
 LW3458
 LW3458                          STATION RECOVERY (1975)
 LW3458
 LW3458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3458'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LW3458'CONDITION.  REFERENCE MARK 1 DISK WAS NOT FOUND BUT THE DRILL
 LW3458'HOLE WAS RECOVERED AND STILL USED AS REFERENCE MARK 1.  REFERENCE
 LW3458'MARK 1 AND 2 WAS FOUND TO BE INTERCHANGED ON THE 1941 LIST OF
 LW3458'DIRECTIONS.  THE DISTANCE TO THE DRILL HOLE CHECKED AND THE
 LW3458'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.14 FEET.
 LW3458'THE ANGLE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE GREATER BY
 LW3458'02 MINUTES AND 30 SECONDS.  DUE TO THE GROWTH OF TREES AROUND
 LW3458'THE STATION, REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED AT
 LW3458'THIS TIME.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LW3458'IT IS VISIBLE TO REFERENCE MARK 3 BUT NOT TO THE STATION.  A
 LW3458'COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3458'
 LW3458'STATION IS ABOUT 4 MILES NORTHEAST OF LEDYARD CENTER, 3-1/2
 LW3458'MILES NORTHWEST OF NORTH STONINGTON, 1 MILE SOUTHEAST OF THE
 LW3458'JUNCTION OF STATE HIGHWAYS 2 AND 214, ON THE SOUTH END OF
 LW3458'LANTERN HILL AND ON PROPERTY OWNED BY THE OTTAWA SILICA
 LW3458'COMPANY, CONNECTICUT DIVISION, RFD 7 BOX 855, LEDYARD CENTER,
 LW3458'CONNECTICUT.
 LW3458'
 LW3458'TO REACH THE STATION FROM THE POST OFFICE IN LEDYARD CENTER,
 LW3458'GO NORTH ON STATE HIGHWAY 117 FOR 0.15 MILE TO THE JUNCTION OF
 LW3458'STATE HIGHWAY 214.  TURN RIGHT AND GO EAST AND NORTHEAST ON
 LW3458'HIGHWAY 214 FOR 4.25 MILES TO THE JUNCTION OF STATE HIGHWAY
 LW3458'2.  TURN RIGHT AND GO EAST ON HIGHWAY 2 FOR 0.2 MILE TO THE
 LW3458'JUNCTION OF WINTECHOG HILL ROAD ON THE RIGHT.  (TO REACH THE
 LW3458'AZIMUTH MARK FROM HERE, CONTINUE EAST ON HIGHWAY 2 FOR 0.9 MILE
 LW3458'TO A CURVE TO THE LEFT IN THE HIGHWAY, MR. K.A. BROWNS HOME ON
 LW3458'THE RIGHT, A HIGH CUT BANK ON THE LEFT AND THE MARK ON LEFT
 LW3458'AS DESCRIBED).  TURN RIGHT AND GO SOUTHEAST ON WINTECHOG HILL
 LW3458'ROAD FOR 0.2 MILE TO A SMALL PULL OVER ON THE RIGHT AND A
 LW3458'TRAIL LEADING SOUTHWEST UPHILL INTO WOODS.  FROM HERE
 LW3458'PACK SOUTHWESTERLY ALONG TRAIL TO A FORK JUST PAST
 LW3458'AN EARTH DAM.  TAKE LEFT FORK AND PACK SOUTH ALONG TRAIL UPHILL
 LW3458'TO THE SUMMIT AND THE STATION AT THE SOUTH END OF THE HILL
 LW3458'AS DESCRIBED.
 LW3458'
 LW3458'STATION MARK, STAMPED LANTERN HILL 2 1941 RESET 1953, IS A
 LW3458'STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK
 LW3458'OUTCROP THAT IS ABOUT 4 FEET ABOVE THE GROUND SURFACE ON THE
 LW3458'WEST EDGE.  IT IS 18 FEET WEST OF A 6-INCH PINE TREE AND 5 FEET
 LW3458'EAST OF THE WEST SIDE OF THE ROCK OUTCROP.
 LW3458'
 LW3458'REFERENCE MARK 1 IS A DRILL HOLE IN A ROCK OUTCROP THAT
 LW3458'PROJECTS ABOUT 3 FEET ON THE EAST SIDE.  IT IS 45.5 FEET NORTH
 LW3458'OF A 6-INCH PINE TREE AND 42 FEET SOUTH OF A TRIPLE TRUNKED
 LW3458'OAK TREE.  (THIS DRILL HOLE ORIGINALLY HELD THE REFERENCE MARK
 LW3458'1 DISK).
 LW3458'
 LW3458'REFERENCE MARK 2, STAMPED LANTERN HILL 2 NO 2 1941, IS A
 LW3458'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 LW3458'PROJECTS ABOUT 3 FEET ON THE SOUTHWEST SIDE AND 6 FEET ON THE
 LW3458'EAST SIDE AND IS A CONTINUATION OF THE OUTCROP THAT THE STATION
 LW3458'IS IN.  IT IS 19.5 FEET WEST OF A TWIN TRUNKED OAK TREE, 16
 LW3458'FEET WEST OF THE EAST EDGE OF THE ROCK OUTCROP AND 3 FEET
 LW3458'NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK OUTCROP.
 LW3458'
 LW3458'REFERENCE MARK 3, STAMPED LANTERN HILL 2 1941 NO 3 1975, IS A
 LW3458'STANDARD DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP
 LW3458'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE ON THE
 LW3458'WEST SIDE AND ABOUT 2 FEET ON THE EAST SIDE.  IT IS 72 FEET
 LW3458'WEST OF THE EDGE OF THE EAST CLIFF, 39 FEET SOUTHWEST OF A TWIN
 LW3458'TRUNKED OAK TREE AND 5 FEET EAST OF THE WEST EDGE OF THE LARGE
 LW3458'ROCK OUTCROP.
 LW3458'
 LW3458'AZIMUTH MARK, STAMPED LANTERN HILL 2 1941 AZ 1975, IS A STANDARD
 LW3458'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 LW3458'THAT IS FLUSH ON THE EAST SIDE AND PROJECTS ABOUT 6 INCHES ON
 LW3458'THE WEST SIDE AND IS ABOUT 1-1/2 BY 2 FEET IN SIZE.  IT IS 82
 LW3458'FEET NORTH OF CENTER OF STATE HIGHWAY 2, 65.5 FEET NORTHEAST OF
 LW3458'CENTER OF A DRAINAGE BASIN WHICH IS ON THE NORTH SIDE OF THE
 LW3458'HIGHWAY, 33 FEET NORTH OF A 3 FEET HIGH ROCK LEDGE AND 4.5 FEET
 LW3458'NORTHWEST OF A METAL WITNESS POST.
 LW3458'
 LW3458'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3458'
 LW3458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3458'3-1/2 MILES NORTHWEST OF NORTH STONINGTON.
 LW3458
 LW3458                          STATION RECOVERY (1985)
 LW3458
 LW3458'RECOVERY NOTE BY US POWER SQUADRON 1985 (BWR)
 LW3458'LANTERN HILL 2 UNABLE TO LOCATE AFTER 1 HOUR OF SEARCH.
 LW3458'LANTERN HILL 2 R.M. 3 1975 FOUND VERY GOOD.  HOWEVER NO DESCRIPTION
 LW3458'ON THIS R.M. WAS INCLUDED IN CONTROL DATA.
 LW3458'LANTERN HILL 2 R.M. 1941 FOUND GOOD.  REFERENCE MARK ARROW POINTS
 LW3458'NORTH CONTRARY TO PUBLISHED DESCRIPTION.  IN A DRILL HOLE 51.25
 LW3458'FEET N OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3473 ***********************************************************************
 LW3473  DESIGNATION -  LANTERN HILL 2 RM 3
 LW3473  PID         -  LW3473
 LW3473  STATE/COUNTY-  CT/NEW LONDON
 LW3473  USGS QUAD   -  OLD MYSTIC (1983)
 LW3473
 LW3473                         *CURRENT SURVEY CONTROL
 LW3473  ___________________________________________________________________
 LW3473* NAD 83(1996)-  41 27 37.08042(N)    071 56 38.92296(W)     ADJUSTED  
 LW3473* NAVD 88     -       149.4    (meters)     490.     (feet)  VERTCON   
 LW3473  ___________________________________________________________________
 LW3473  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 LW3473  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW3473
 LW3473  HORZ ORDER  -  FIRST
 LW3473
 LW3473.The horizontal coordinates were established by classical geodetic methods
 LW3473.and adjusted by the National Geodetic Survey in August 1998..
 LW3473
 LW3473.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3473
 LW3473.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3473
 LW3473.The geoid height was determined by GEOID03.
 LW3473
 LW3473;                    North         East     Units Scale Factor Converg.
 LW3473;SPC CT       -   222,343.876   372,125.412   MT  0.99998396   +0 32 03.6
 LW3473;SPC CT       -   729,473.20  1,220,881.46   sFT  0.99998396   +0 32 03.6
 LW3473;SPC RI       -    41,960.581    62,893.118   MT  1.00001069   -0 17 38.7
 LW3473;SPC RI       -   137,665.67    206,341.84   sFT  1.00001069   -0 17 38.7
 LW3473;UTM  19      - 4,594,041.604   254,109.945   MT  1.00034414   -1 57 01.1
 LW3473;UTM  18      - 4,594,365.380   755,220.924   MT  1.00040169   +2 01 27.7
 LW3473
 LW3473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3473!SPC CT       -   0.99998134  x   0.99998396  =   0.99996530
 LW3473!SPC RI       -   0.99998134  x   1.00001069  =   0.99999203
 LW3473!UTM  19      -   0.99998134  x   1.00034414  =   1.00032547
 LW3473!UTM  18      -   0.99998134  x   1.00040169  =   1.00038302
 LW3473
 LW3473:                Primary Azimuth Mark                     Grid Az
 LW3473:SPC CT       -  LANTERN HILL 2 AZ MK                     063 05 02.1
 LW3473:SPC RI       -  LANTERN HILL 2 AZ MK                     063 54 44.4
 LW3473:UTM  19      -  LANTERN HILL 2 AZ MK                     065 34 06.8
 LW3473:UTM  18      -  LANTERN HILL 2 AZ MK                     061 35 38.0
 LW3473
 LW3473|---------------------------------------------------------------------|
 LW3473| PID    Reference Object                     Distance      Geod. Az  |
 LW3473|                                                           dddmmss.s |
 LW3473| LW1735 LANTERN HILL 2 AZ MK                APPROX. 1.3 KM 0633705.7 |
 LW3473| LW3470 NORTH STONINGTON TV TOWER           APPROX. 1.3 KM 0872935.4 |
 LW3473| LW3277 FORT HILL NEW TANK                  APPROX.17.2 KM 1414724.1 |
 LW3473| CB7846 LANTERN HILL 2 RM 2                  33.223 METERS 20502     |
 LW3473| LW3458 LANTERN HILL 2 RESET                 26.611 METERS 22743     |
 LW3473| CB7845 LANTERN HILL 2 RM 1                  14.203 METERS 25656     |
 LW3473|---------------------------------------------------------------------|
 LW3473
 LW3473                          SUPERSEDED SURVEY CONTROL
 LW3473
 LW3473  NAD 83(1992)-  41 27 37.07929(N)    071 56 38.92223(W) AD(       ) 1
 LW3473  NAD 83(1986)-  41 27 37.07916(N)    071 56 38.92413(W) AD(       ) 1
 LW3473  NAD 27      -  41 27 36.72445(N)    071 56 40.65874(W) AD(       ) 1
 LW3473  NGVD 29 (07/19/86)  149.7    (m)          491.     (f) VERT ANG       
 LW3473
 LW3473.Superseded values are not recommended for survey control.
 LW3473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3473.See file dsdata.txt to determine how the superseded data were derived.
 LW3473
 LW3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5411094042(NAD 83)
 LW3473_MARKER: DR = REFERENCE MARK DISK
 LW3473_SETTING: 66 = SET IN ROCK OUTCROP
 LW3473_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3473+STABILITY: POSITION/ELEVATION WELL
 LW3473
 LW3473  HISTORY     - Date     Condition        Report By
 LW3473  HISTORY     - 1975     MONUMENTED       CTGS
 LW3473
 LW3473                          STATION DESCRIPTION
 LW3473
 LW3473'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (HRR)
 LW3473'STATION IS ABOUT 4 MILES NORTHEAST OF LEDYARD CENTER, 3-1/2
 LW3473'MILES NORTHWEST OF NORTH STONINGTON, 1 MILE SOUTHEAST OF THE
 LW3473'JUNCTION OF STATE HIGHWAYS 2 AND 214, ON THE SOUTH END OF
 LW3473'LANTERN HILL AND ON PROPERTY OWNED BY THE OTTAWA SILICA
 LW3473'COMPANY, CONNECTICUT DIVISION, RFD 7 BOX 855, LEDYARD CENTER,
 LW3473'CONNECTICUT.
 LW3473'
 LW3473'TO REACH THE STATION FROM THE POST OFFICE IN LEDYARD CENTER,
 LW3473'GO NORTH ON STATE HIGHWAY 117 FOR 0.15 MILE TO THE JUNCTION OF
 LW3473'STATE HIGHWAY 214.  TURN RIGHT AND GO EAST AND NORTHEAST ON
 LW3473'HIGHWAY 214 FOR 4.25 MILES TO THE JUNCTION OF STATE HIGHWAY
 LW3473'2.  TURN RIGHT AND GO EAST ON HIGHWAY 2 FOR 0.2 MILE TO THE
 LW3473'JUNCTION OF WINTECHOG HILL ROAD ON THE RIGHT.  (TO REACH THE
 LW3473'AZIMUTH MARK FROM HERE, CONTINUE EAST ON HIGHWAY 2 FOR 0.9 MILE
 LW3473'TO A CURVE TO THE LEFT IN THE HIGHWAY, MR. K.A. BROWNS HOME ON
 LW3473'THE RIGHT, A HIGH CUT BANK ON THE LEFT AND THE MARK ON LEFT
 LW3473'AS DESCRIBED).  TURN RIGHT AND GO SOUTHEAST ON WINTECHOG HILL
 LW3473'ROAD FOR 0.2 MILE TO A SMALL PULL OVER ON THE RIGHT AND A
 LW3473'TRAIL LEADING SOUTHWEST UPHILL INTO WOODS.  FROM HERE
 LW3473'PACK SOUTHWESTERLY ALONG TRAIL TO A FORK JUST PAST
 LW3473'AN EARTH DAM.  TAKE LEFT FORK AND PACK SOUTH ALONG TRAIL UPHILL
 LW3473'TO THE SUMMIT AND THE STATION AT THE SOUTH END OF THE HILL
 LW3473'AS DESCRIBED.
 LW3473'
 LW3473'STATION MARK, STAMPED LANTERN HILL 2 1941 NO 3 1975, IS A
 LW3473'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 LW3473'LARGE ROCK OUTCROP WHICH IS ABOUT 4 FEET ABOVE THE GROUND
 LW3473'SURFACE ON THE WEST SIDE AND ABOUT 2 FEET ABOVE THE GROUND
 LW3473'SURFACE ON THE EAST SIDE.  IT IS 72 FEET WEST OF THE EDGE OF
 LW3473'THE EAST CLIFF, 39 FEET SOUTHWEST OF A TWIN TRUNKED OAK TREE AND
 LW3473'5 FEET EAST OF THE WEST EDGE OF THE LARGE ROCK OUTCROP.
 LW3473'
 LW3473'LANTERN HILL 2, STAMPED LANTERN HILL 2 1941 RESET 1953, IS A
 LW3473'STANDARD TRAVERSE DISK CEMENTED IN A DRILL HOLE IN A LARGE
 LW3473'ROCK OUTCROP THAT IS ABOUT 4 FEET ABOVE THE GROUND SURFACE ON THE
 LW3473'WEST SIDE.  IT IS 18 FEET WEST OF A 6-INCH PINE TREE AND 5 FEET
 LW3473'EAST OF THE WEST SIDE OF THE ROCK OUTCROP.
 LW3473'
 LW3473'REFERENCE MARK 1 IS A DRILL HOLE IN A ROCK OUTCROP THAT
 LW3473'PROJECTS ABOUT 3 FEET ON THE EAST SIDE.  IT IS 45.5 FEET NORTH
 LW3473'OF A 6-INCH PINE TREE AND 42 FEET SOUTH OF A TRIPLE TRUNKED OAK
 LW3473'TREE.  (THIS DRILL HOLE ORIGINALLY HELD THE REFERENCE MARK 1
 LW3473'DISK FOR LANTERN HILL 2 (CGS) 1941.)
 LW3473'
 LW3473'REFERENCE MARK 2, STAMPED LANTERN HILL 2 NO 2 1941, IS A
 LW3473'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 LW3473'PROJECTS ABOUT 3 FEET ON THE SOUTHWEST SIDE AND 6 FEET ON THE
 LW3473'EAST SIDE AND IS A CONTINUATION OF THE ROCK OUTCROP THAT
 LW3473'LANTERN HILL 2 (CGS) 1941 IS IN.  IT IS 19.5 FEET WEST OF A
 LW3473'TWIN TRUNKED OAK TREE, 16 FEET WEST OF THE EAST EDGE OF THE
 LW3473'ROCK OUTCROP AND 3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE
 LW3473'ROCK OUTCROP.
 LW3473'
 LW3473'AZIMUTH MARK, STAMPED LANTERN HILL 2 1941 AZ 1975, IS A
 LW3473'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A ROCK
 LW3473'OUTCROP THAT IS FLUSH ON THE EAST SIDE AND PROJECTS ABOUT 6
 LW3473'INCHES ON THE WEST SIDE AND IS ABOUT 1-1/2 BY 2 FEET IN SIZE.  IT
 LW3473'IS 82 FEET NORTH OF CENTER OF STATE HIGHWAY 2, 65.5 FEET
 LW3473'NORTHEAST OF CENTER OF A DRAINAGE BASIN WHICH IS ON THE NORTH
 LW3473'SIDE OF THE HIGHWAY, 33 FEET NORTH OF A 3 FEET HIGH ROCK LEDGE
 LW3473'AND 4.5 FEET NORTHWEST OF A METAL WITNESS POST.
 LW3473'
 LW3473'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5971 ***********************************************************************
 LX5971  DESIGNATION -  LARGENS CHIMNEY
 LX5971  PID         -  LX5971
 LX5971  STATE/COUNTY-  CT/NEW LONDON
 LX5971  USGS QUAD   -  DEEP RIVER (1971)
 LX5971
 LX5971                         *CURRENT SURVEY CONTROL
 LX5971  ___________________________________________________________________
 LX5971* NAD 83(1996)-  41 25 01.59534(N)    072 24 27.63457(W)     ADJUSTED  
 LX5971* NAVD 88     -                                                        
 LX5971  ___________________________________________________________________
 LX5971  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX5971  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX5971
 LX5971  HORZ ORDER  -  THIRD
 LX5971
 LX5971.The horizontal coordinates were established by classical geodetic methods
 LX5971.and adjusted by the National Geodetic Survey in August 1998..
 LX5971
 LX5971
 LX5971.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5971
 LX5971.The geoid height was determined by GEOID03.
 LX5971
 LX5971;                    North         East     Units Scale Factor Converg.
 LX5971;SPC CT       -   217,289.888   333,419.247   MT  0.99998520   +0 13 37.1
 LX5971;SPC CT       -   712,891.91  1,093,892.98   sFT  0.99998520   +0 13 37.1
 LX5971;UTM  18      - 4,588,305.304   716,647.537   MT  1.00017766   +1 42 56.1
 LX5971
 LX5971                          SUPERSEDED SURVEY CONTROL
 LX5971
 LX5971  NAD 83(1992)-  41 25 01.59450(N)    072 24 27.63425(W) AD(       ) 4
 LX5971  NAD 83(1986)-  41 25 01.59625(N)    072 24 27.63721(W) AD(       ) 4
 LX5971  NAD 27      -  41 25 01.23400(N)    072 24 29.33900(W) AD(       ) 3
 LX5971
 LX5971.Superseded values are not recommended for survey control.
 LX5971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5971.See file dsdata.txt to determine how the superseded data were derived.
 LX5971
 LX5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1664888305(NAD 83)
 LX5971
 LX5971  HISTORY     - Date     Condition        Report By
 LX5971  HISTORY     - 1934     MONUMENTED       CGS
 LX5971  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5971
 LX5971                          STATION DESCRIPTION
 LX5971
 LX5971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5971'THE RESIDENCE OF W.J. LARGEN IS S OF HADLYME FERRY ROAD AT A
 LX5971'POINT ABOUT 0.4 MILE W OF BROCKWAYS CORNERS.  THE HOUSE IS AT
 LX5971'THE END OF A PRIVATE RIGHT-OF-WAY 0.3 MILE LONG.
 LX5971'
 LX5971'IT IS A DARK SHINGLED 1 1/2-STORY STRUCTURE WITH A DARK
 LX5971'SHINGLED ROOF.  THE ROOF EXTENDS DOWN TO THE TOP OF THE FIRST
 LX5971'FLOOR WINDOWS AND SLOPES FOUR WAYS TO A SHORT E AND W
 LX5971'RIDGEPOLE.  DORMERS PIERCE THE ROOF ON ALL FOUR SIDES.
 LX5971'
 LX5971'A MASONRY RETAINING WALL ABOUT 10 FEET HIGH ENCLOSES THE N AND
 LX5971'W SIDES OF THE LAWN.  A SQUARE STONE CHIMNEY RISES ALONG THE N
 LX5971'SIDE OF THE N DORMER.  THERE IS A SMALLER, LESS CONSPICUOUS CHIMNEY
 LX5971'AT THE E SIDE OF THE HOUSE.  BOTH CHIMNEYS ARE PAINTED GREEN.
 LX5971'
 LX5971'CENTER IS THE CENTER LINE OF THE NORTHERLY CHIMNEY.
 LX5971
 LX5971                          STATION RECOVERY (1948)
 LX5971
 LX5971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5971'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH THE
 LX5971'FOLLOWING EXCEPTION--
 LX5971'
 LX5971'THE PROPERTY IS NOW OWNED BY MR. J. PETERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6063 ***********************************************************************
 LX6063  DESIGNATION -  LARSON
 LX6063  PID         -  LX6063
 LX6063  STATE/COUNTY-  CT/MIDDLESEX
 LX6063  USGS QUAD   -  DEEP RIVER (1971)
 LX6063
 LX6063                         *CURRENT SURVEY CONTROL
 LX6063  ___________________________________________________________________
 LX6063* NAD 83(1996)-  41 25 41.67224(N)    072 27 28.04259(W)     ADJUSTED  
 LX6063* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 LX6063  ___________________________________________________________________
 LX6063  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 LX6063  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6063
 LX6063  HORZ ORDER  -  THIRD
 LX6063
 LX6063.The horizontal coordinates were established by classical geodetic methods
 LX6063.and adjusted by the National Geodetic Survey in August 1998..
 LX6063
 LX6063.The orthometric height was scaled from a topographic map.
 LX6063
 LX6063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6063
 LX6063.The geoid height was determined by GEOID03.
 LX6063
 LX6063;                    North         East     Units Scale Factor Converg.
 LX6063;SPC CT       -   218,510.876   329,225.554   MT  0.99998482   +0 11 37.5
 LX6063;SPC CT       -   716,897.77  1,080,134.17   sFT  0.99998482   +0 11 37.5
 LX6063;UTM  18      - 4,589,417.122   712,422.769   MT  1.00015535   +1 40 57.9
 LX6063
 LX6063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6063!SPC CT       -   0.99998970  x   0.99998482  =   0.99997452
 LX6063!UTM  18      -   0.99998970  x   1.00015535  =   1.00014505
 LX6063
 LX6063:                Primary Azimuth Mark                     Grid Az
 LX6063:SPC CT       -  EAST HADDAM CONG CHURCH                  009 03 43.1
 LX6063:UTM  18      -  EAST HADDAM CONG CHURCH                  007 34 22.7
 LX6063
 LX6063|---------------------------------------------------------------------|
 LX6063| PID    Reference Object                     Distance      Geod. Az  |
 LX6063|                                                           dddmmss.s |
 LX6063| LX6009 EAST HADDAM CONG CHURCH             APPROX. 5.9 KM 0091520.6 |
 LX6063| CZ6665 LARSON RM 2                          18.960 METERS 00933     |
 LX6063| LX6018 PHELPS CHIMNEY                      APPROX. 2.1 KM 0111836.1 |
 LX6063| LX6059 WAYS CHIMNEY                        APPROX. 1.6 KM 0122008.6 |
 LX6063| LX5975 SHANAGANS BARN GABLE                APPROX. 5.9 KM 0383608.3 |
 LX6063| LX6010 FAN FRLIKS CHIMNEY                  APPROX. 1.7 KM 0420319.8 |
 LX6063| LX5968 EAST HADDAM FIRE TOWER              APPROX. 6.3 KM 0422621.0 |
 LX6063| LX5984 SALAMACHIS PINE                     APPROX. 3.2 KM 0480257.0 |
 LX6063| LX5961 HADLYME E HADDAM BALLEKS GABLE      APPROX. 2.3 KM 0561906.0 |
 LX6063| LX5948 WILLEYS GABLE                       APPROX. 2.4 KM 0823701.3 |
 LX6063| LX6023 FRANCIS CHIMNEY                     APPROX. 0.6 KM 0824109.4 |
 LX6063| LX5971 LARGENS CHIMNEY                     APPROX. 4.4 KM 1062535.9 |
 LX6063| LX5970 THOMPSONS BARN CUPOLA               APPROX. 4.1 KM 1084407.1 |
 LX6063| LX6015 LARSONS CHIMNEY                     APPROX. 1.1 KM 1570410.9 |
 LX6063| LX6016 LARSONS GABLE                       APPROX. 1.3 KM 1623226.4 |
 LX6063| CZ6664 LARSON RM 1                          13.610 METERS 23919     |
 LX6063| LX6035 ORCHARD HILL                        APPROX. 4.4 KM 3303713.0 |
 LX6063| LX6045 TYLERS GABLE                        APPROX. 2.7 KM 3401053.3 |
 LX6063| LX6041 HADDAM VIEW TRANSM TWR W SIDE       APPROX. 3.8 KM 3422110.6 |
 LX6063| LX6064 EAST HADDAM HWY BRIDGE FLAG         APPROX. 2.7 KM 3492319.8 |
 LX6063| LX6052 GOODSPEEDS TURRET                   APPROX. 2.6 KM 3511648.2 |
 LX6063| LX6065 EAST HADDAM TRANSM TWR E SIDE       APPROX. 3.7 KM 3523031.7 |
 LX6063|---------------------------------------------------------------------|
 LX6063
 LX6063                          SUPERSEDED SURVEY CONTROL
 LX6063
 LX6063  NAD 83(1992)-  41 25 41.67141(N)    072 27 28.04235(W) AD(       ) 3
 LX6063  NAD 83(1986)-  41 25 41.67326(N)    072 27 28.04513(W) AD(       ) 3
 LX6063  NAD 27      -  41 25 41.31300(N)    072 27 29.74800(W) AD(       ) 3
 LX6063
 LX6063.Superseded values are not recommended for survey control.
 LX6063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6063.See file dsdata.txt to determine how the superseded data were derived.
 LX6063
 LX6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1242389417(NAD 83)
 LX6063_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6063_SETTING: 66 = SET IN ROCK OUTCROP
 LX6063_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6063+STABILITY: POSITION/ELEVATION WELL
 LX6063
 LX6063  HISTORY     - Date     Condition        Report By
 LX6063  HISTORY     - 1934     MONUMENTED       CGS
 LX6063  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6063
 LX6063                          STATION DESCRIPTION
 LX6063
 LX6063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6063'THE STATION IS ON WHAT IS LOCALLY KNOWN AS THE HAMILTON
 LX6063'HOLT PLACE, NOW OWNED BY EDWIN LARSON.  TO APPROACH--GO S ON
 LX6063'ROUTE 9 0.4 MILE BELOW THE CHESTER - HADDAM TOWN LINE.  TURN
 LX6063'RIGHT, GO 0.4 MILE.  TURN RIGHT AND THEN ABRUPTLY RIGHT INTO
 LX6063'THE DRIVEWAY OF THE LARSON PLACE.  THE STATION IS ON THE HILL
 LX6063'BEARING N 10 DEG W (MAGNETIC) ABOUT 250 YARDS DISTANT FROM THE
 LX6063'YARD OF THIS PLACE.  A WELL DEFINED PATH LEADS ALONG THE
 LX6063'WESTERLY SIDE OF THE HILL PASSING ABOUT 46 METERS W OF THE
 LX6063'STATION.  THE STATION IS NOT ON THE HIGHEST PART OF THE HILL
 LX6063'BUT IS ABOUT 25 METERS NORTHEASTERLY.  ABOUT 8 METERS
 LX6063'EASTERLY OF THE STATION THE HILL DROPS ABRUPTLY IN A
 LX6063'ROCK STREWN SLOPE.  THE STATION IS ABOUT 35 METERS S OF THE
 LX6063'LINE FENCE AT THE N SIDE OF LARSONS PROPERTY.  IT IS IN A
 LX6063'FLAT, EMBEDDED LEDGE FRAGMENT MEASURING ABOUT 8 BY 15
 LX6063'FEET.  THE NORTHEASTERLY TIP AND THE HIGHEST PART OF THE
 LX6063'ROCK IS ABOUT ONE FOOT ABOVE THE GROUND.  STATION
 LX6063'IS IN A FLAT SADDLE BETWEEN THE NE AND SW CORNERS OF THE
 LX6063'ROCK.
 LX6063'
 LX6063'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6063'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE
 LX6063'MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISK SET
 LX6063'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX6063'
 LX6063'REFERENCE MARK NO.1 IS IN A FLAT OUTCROPPING, FLUSH WITH THE
 LX6063'GROUND ABOUT 35 METERS E OF THE ROADWAY.  IT BEARS S 70 DEG
 LX6063'W (MAGNETIC).  REFERENCE MARK NO.2 IS IN A LEDGE FRAGMENT
 LX6063'RESTING ON THE GROUND.  IT MEASURES ABOUT 4 BY 3 FEET AND IS 2
 LX6063'FEET THICK.  THE LINE FENCE IS ABOUT 27 METERS
 LX6063'NORTHWARD.  REFERENCE MARK BEARS N 20 DEG E (MAGNETIC).
 LX6063'
 LX6063'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 LX6063
 LX6063                          STATION RECOVERY (1948)
 LX6063
 LX6063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6063'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4770 ***********************************************************************
 LX4770  DESIGNATION -  LARSONS BARN CUPOLA
 LX4770  PID         -  LX4770
 LX4770  STATE/COUNTY-  CT/NEW LONDON
 LX4770  USGS QUAD   -  NORWICH (1983)
 LX4770
 LX4770                         *CURRENT SURVEY CONTROL
 LX4770  ___________________________________________________________________
 LX4770* NAD 83(1996)-  41 31 54.45929(N)    072 05 34.56330(W)     ADJUSTED  
 LX4770* NAVD 88     -                                                        
 LX4770  ___________________________________________________________________
 LX4770  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LX4770  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX4770
 LX4770  HORZ ORDER  -  THIRD
 LX4770
 LX4770.The horizontal coordinates were established by classical geodetic methods
 LX4770.and adjusted by the National Geodetic Survey in August 1998..
 LX4770
 LX4770
 LX4770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4770
 LX4770.The geoid height was determined by GEOID03.
 LX4770
 LX4770;                    North         East     Units Scale Factor Converg.
 LX4770;SPC CT       -   230,178.681   359,634.788   MT  0.99998314   +0 26 08.4
 LX4770;SPC CT       -   755,177.89  1,179,901.80   sFT  0.99998314   +0 26 08.4
 LX4770;UTM  18      - 4,601,875.279   742,525.802   MT  1.00032390   +1 55 42.3
 LX4770
 LX4770                          SUPERSEDED SURVEY CONTROL
 LX4770
 LX4770  NAD 83(1992)-  41 31 54.45835(N)    072 05 34.56267(W) AD(       ) 4
 LX4770  NAD 83(1986)-  41 31 54.45917(N)    072 05 34.56491(W) AD(       ) 4
 LX4770  NAD 27      -  41 31 54.10000(N)    072 05 36.28000(W) AD(       ) 3
 LX4770
 LX4770.Superseded values are not recommended for survey control.
 LX4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4770.See file dsdata.txt to determine how the superseded data were derived.
 LX4770
 LX4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4252601875(NAD 83)
 LX4770
 LX4770  HISTORY     - Date     Condition        Report By
 LX4770  HISTORY     - 1934     MONUMENTED       CGS
 LX4770  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4770
 LX4770                          STATION DESCRIPTION
 LX4770
 LX4770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4770'LARSONS BARN IS ON TOP OF THE FIRST HILL W OF THE YANTIC
 LX4770'RIVER AND ABOUT 100 METERS W OF ASYLUM STREET IN THE
 LX4770'NORTHWESTERLY PART OF NORWICH.  THE BARN IS NW OF THE HOUSE
 LX4770'AND ACROSS THE DRIVE FROM IT.  E OF THE BARN ARE A NUMBER OF
 LX4770'SMALL OUTHOUSES.  THE BUILDING IS ABOUT 40 FEET BY 30 FEET IN
 LX4770'SIZE.  THE CUPOLA IS SQUARE WITH A PEAKED ROOF AND IS IN THE
 LX4770'CENTER OF THE BARN.
 LX4770'
 LX4770'THE STATION IS THE CENTER LINE OF THE BARN.  HEIGHT ABOUT
 LX4770'30 FEET ABOVE GROUND.
 LX4770
 LX4770                          STATION RECOVERY (1961)
 LX4770
 LX4770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4770'NO TRACE OF STATION COULD BE FOUND.  A SUBURBAN HOUSING
 LX4770'DEVELOPMENT IS IN THE AREA WHERE STATION SHOULD BE.  IT IS
 LX4770'ASSUMED THAT THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6055 ***********************************************************************
 LX6055  DESIGNATION -  LARSONS BARN GABLE
 LX6055  PID         -  LX6055
 LX6055  STATE/COUNTY-  CT/MIDDLESEX
 LX6055  USGS QUAD   -  DEEP RIVER (1971)
 LX6055
 LX6055                         *CURRENT SURVEY CONTROL
 LX6055  ___________________________________________________________________
 LX6055* NAD 83(1996)-  41 25 35.98518(N)    072 27 23.72581(W)     ADJUSTED  
 LX6055* NAVD 88     -                                                        
 LX6055  ___________________________________________________________________
 LX6055  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 LX6055  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6055
 LX6055  HORZ ORDER  -  THIRD
 LX6055
 LX6055.The horizontal coordinates were established by classical geodetic methods
 LX6055.and adjusted by the National Geodetic Survey in August 1998..
 LX6055
 LX6055
 LX6055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6055
 LX6055.The geoid height was determined by GEOID03.
 LX6055
 LX6055;                    North         East     Units Scale Factor Converg.
 LX6055;SPC CT       -   218,335.770   329,326.379   MT  0.99998488   +0 11 40.4
 LX6055;SPC CT       -   716,323.27  1,080,464.96   sFT  0.99998488   +0 11 40.4
 LX6055;UTM  18      - 4,589,244.665   712,528.128   MT  1.00015590   +1 41 00.6
 LX6055
 LX6055                          SUPERSEDED SURVEY CONTROL
 LX6055
 LX6055  NAD 83(1992)-  41 25 35.98434(N)    072 27 23.72557(W) AD(       ) 4
 LX6055  NAD 83(1986)-  41 25 35.98620(N)    072 27 23.72830(W) AD(       ) 4
 LX6055  NAD 27      -  41 25 35.62000(N)    072 27 25.45000(W) AD(       ) 3
 LX6055
 LX6055.Superseded values are not recommended for survey control.
 LX6055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6055.See file dsdata.txt to determine how the superseded data were derived.
 LX6055
 LX6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1252889245(NAD 83)
 LX6055
 LX6055  HISTORY     - Date     Condition        Report By
 LX6055  HISTORY     - 1934     MONUMENTED       CGS
 LX6055  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6055
 LX6055                          STATION DESCRIPTION
 LX6055
 LX6055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6055'THE FARM BELONGING TO EDWIN LARSON IS ABOUT 0.4 MILE WESTERLY OF
 LX6055'ROUTE 9 AT THE JUNCTION OF THE OLD ROAD FROM CHESTER TO TYLERVILLE
 LX6055'(GOOSE HILL ROAD) AND A ROAD LEADING WESTERLY TO THE PROPERTY OF
 LX6055'THE GUILFORD-CHESTER WATER COMPANY.
 LX6055'
 LX6055'THERE ARE SEVERAL BARNS ON THE PLACE.  THIS IS THE MOST NORTHERLY
 LX6055'BUILDING IN THE GROUP.  IT MEASURES ABOUT 36 BY 30 FEET, THE
 LX6055'GABLES FACING N AND S.
 LX6055'
 LX6055'A SMALL, LOWER WING EXTENDS TO THE EASTWARD FROM THE S END OF
 LX6055'THE E SIDE.  TWO SUCCESSIVELY LOWER ADDITIONS EXTEND SOUTHERLY
 LX6055'FROM THE S END.
 LX6055'
 LX6055'CENTER IS THE APEX OF THE S GABLE OF THE MAIN BARN.
 LX6055
 LX6055                          STATION RECOVERY (1948)
 LX6055
 LX6055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6055'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6015 ***********************************************************************
 LX6015  DESIGNATION -  LARSONS CHIMNEY
 LX6015  PID         -  LX6015
 LX6015  STATE/COUNTY-  CT/MIDDLESEX
 LX6015  USGS QUAD   -  DEEP RIVER (1971)
 LX6015
 LX6015                         *CURRENT SURVEY CONTROL
 LX6015  ___________________________________________________________________
 LX6015* NAD 83(1996)-  41 25 09.41209(N)    072 27 09.91237(W)     ADJUSTED  
 LX6015* NAVD 88     -                                                        
 LX6015  ___________________________________________________________________
 LX6015  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LX6015  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX6015
 LX6015  HORZ ORDER  -  THIRD
 LX6015
 LX6015.The horizontal coordinates were established by classical geodetic methods
 LX6015.and adjusted by the National Geodetic Survey in August 1998..
 LX6015
 LX6015
 LX6015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6015
 LX6015.The geoid height was determined by GEOID03.
 LX6015
 LX6015;                    North         East     Units Scale Factor Converg.
 LX6015;SPC CT       -   217,517.088   329,649.933   MT  0.99998512   +0 11 49.5
 LX6015;SPC CT       -   713,637.31  1,081,526.49   sFT  0.99998512   +0 11 49.5
 LX6015;UTM  18      - 4,588,434.527   712,872.904   MT  1.00015770   +1 41 08.9
 LX6015
 LX6015                          SUPERSEDED SURVEY CONTROL
 LX6015
 LX6015  NAD 83(1992)-  41 25 09.41125(N)    072 27 09.91211(W) AD(       ) 4
 LX6015  NAD 83(1986)-  41 25 09.41311(N)    072 27 09.91493(W) AD(       ) 4
 LX6015  NAD 27      -  41 25 09.05100(N)    072 27 11.61400(W) AD(       ) 3
 LX6015
 LX6015.Superseded values are not recommended for survey control.
 LX6015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6015.See file dsdata.txt to determine how the superseded data were derived.
 LX6015
 LX6015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1287388435(NAD 83)
 LX6015
 LX6015  HISTORY     - Date     Condition        Report By
 LX6015  HISTORY     - 1934     MONUMENTED       CGS
 LX6015  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6015
 LX6015                          STATION DESCRIPTION
 LX6015
 LX6015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6015'THE BROADVIEW FARM OF FRANK LARSON IS ON THE E SIDE OF THE OLD
 LX6015'MAIN ROAD FROM CHESTER TO TYLERVILLE, 1.2 MILES FROM CHESTER
 LX6015'SQUARE.
 LX6015'
 LX6015'THE HOUSE IS 2-STORIES HIGH WITH GABLES FACING N AND S
 LX6015'PARALLEL TO THE HIGHWAY.  A SMALL 1-STORY WING IS ATTACHED TO
 LX6015'THE N END OF THE E SIDE.  THREE CHIMNEYS SHOW, ONE NEAR EACH
 LX6015'END OF THE MAIN HOUSE AND A SLIM RED-BRICK ONE NEAR THE E END
 LX6015'OF THE WING.  THE HOUSE IS PAINTED GRAY WITH WHITE TRIM.
 LX6015'
 LX6015'CENTER IS THE CENTER LINE OF THE CHIMNEY ON THE WING.  IT IS
 LX6015'ABOUT 48 METERS E OF THE CENTER LINE OF THE HIGHWAY.
 LX6015
 LX6015                          STATION RECOVERY (1948)
 LX6015
 LX6015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6015'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6016 ***********************************************************************
 LX6016  DESIGNATION -  LARSONS GABLE
 LX6016  PID         -  LX6016
 LX6016  STATE/COUNTY-  CT/MIDDLESEX
 LX6016  USGS QUAD   -  DEEP RIVER (1971)
 LX6016
 LX6016                         *CURRENT SURVEY CONTROL
 LX6016  ___________________________________________________________________
 LX6016* NAD 83(1996)-  41 25 01.79314(N)    072 27 11.38029(W)     ADJUSTED  
 LX6016* NAVD 88     -                                                        
 LX6016  ___________________________________________________________________
 LX6016  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LX6016  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX6016
 LX6016  HORZ ORDER  -  THIRD
 LX6016
 LX6016.The horizontal coordinates were established by classical geodetic methods
 LX6016.and adjusted by the National Geodetic Survey in August 1998..
 LX6016
 LX6016
 LX6016.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6016
 LX6016.The geoid height was determined by GEOID03.
 LX6016
 LX6016;                    North         East     Units Scale Factor Converg.
 LX6016;SPC CT       -   217,281.927   329,616.653   MT  0.99998520   +0 11 48.6
 LX6016;SPC CT       -   712,865.79  1,081,417.30   sFT  0.99998520   +0 11 48.6
 LX6016;UTM  18      - 4,588,198.540   712,845.740   MT  1.00015756   +1 41 07.6
 LX6016
 LX6016                          SUPERSEDED SURVEY CONTROL
 LX6016
 LX6016  NAD 83(1992)-  41 25 01.79229(N)    072 27 11.38003(W) AD(       ) 4
 LX6016  NAD 83(1986)-  41 25 01.79413(N)    072 27 11.38286(W) AD(       ) 4
 LX6016  NAD 27      -  41 25 01.42800(N)    072 27 13.08200(W) AD(       ) 3
 LX6016
 LX6016.Superseded values are not recommended for survey control.
 LX6016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6016.See file dsdata.txt to determine how the superseded data were derived.
 LX6016
 LX6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1284688199(NAD 83)
 LX6016
 LX6016  HISTORY     - Date     Condition        Report By
 LX6016  HISTORY     - 1935     MONUMENTED       CGS
 LX6016  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6016
 LX6016                          STATION DESCRIPTION
 LX6016
 LX6016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6016'THE FARM OF MRS. ANNIE LARSON IS ON THE W SIDE OF THE OLD MAIN
 LX6016'ROAD FROM CHESTER TO TYLERVILLE ABOUT 1.1 MILES FROM CHESTER
 LX6016'CENTER.  THE HOUSE IS AT A CONSIDERABLE ELEVATION ABOVE THE
 LX6016'HIGHWAY.
 LX6016'
 LX6016'THE MAIN HOUSE IS 2-STORIES HIGH WITH A T-SHAPED WING AT THE
 LX6016'W END.  IT IS PAINTED WHITE AND HAS A SINGLE WHITE CHIMNEY IN
 LX6016'THE MIDDLE OF THE ROOF.  THE MAIN GABLES FACE E AND W.
 LX6016'
 LX6016'CENTER IS THE APEX OF THE E GABLE.  IT IS ABOUT 75 METERS W OF
 LX6016'THE CENTER LINE OF THE HIGHWAY.
 LX6016
 LX6016                          STATION RECOVERY (1948)
 LX6016
 LX6016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6016'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3912 ***********************************************************************
 LX3912  DESIGNATION -  LAST
 LX3912  PID         -  LX3912
 LX3912  STATE/COUNTY-  CT/FAIRFIELD
 LX3912  USGS QUAD   -  STAMFORD (1984)
 LX3912
 LX3912                         *CURRENT SURVEY CONTROL
 LX3912  ___________________________________________________________________
 LX3912* NAD 83(1996)-  41 00 41.57775(N)    073 34 08.92094(W)     ADJUSTED  
 LX3912* NAVD 88     -                                                        
 LX3912  ___________________________________________________________________
 LX3912  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 LX3912  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX3912
 LX3912  HORZ ORDER  -  THIRD
 LX3912
 LX3912.The horizontal coordinates were established by classical geodetic methods
 LX3912.and adjusted by the National Geodetic Survey in August 1998..
 LX3912
 LX3912
 LX3912.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3912
 LX3912.The geoid height was determined by GEOID03.
 LX3912
 LX3912;                    North         East     Units Scale Factor Converg.
 LX3912;SPC CT       -   172,519.029   235,893.101   MT  1.00002439   -0 32 35.3
 LX3912;SPC CT       -   566,006.18    773,925.95   sFT  1.00002439   -0 32 35.3
 LX3912;SPC NY L     -    93,911.293   336,243.574   MT  0.99999886   +0 16 54.5
 LX3912;SPC NY L     -   308,107.30  1,103,159.13   sFT  0.99999886   +0 16 54.5
 LX3912;UTM  18      - 4,541,025.127   620,317.875   MT  0.99977817   +0 56 20.6
 LX3912
 LX3912                          SUPERSEDED SURVEY CONTROL
 LX3912
 LX3912  NAD 83(1992)-  41 00 41.57691(N)    073 34 08.92068(W) AD(       ) 4
 LX3912  NAD 83(1986)-  41 00 41.57675(N)    073 34 08.92136(W) AD(       ) 4
 LX3912  NAD 27      -  41 00 41.22000(N)    073 34 10.55000(W) AD(       ) 3
 LX3912
 LX3912.Superseded values are not recommended for survey control.
 LX3912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3912.See file dsdata.txt to determine how the superseded data were derived.
 LX3912
 LX3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2031841025(NAD 83)
 LX3912
 LX3912  HISTORY     - Date     Condition        Report By
 LX3912  HISTORY     - 1931     MONUMENTED       CGS
 LX3912  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3912  HISTORY     - 1984     GOOD             USPSQD
 LX3912
 LX3912                          STATION DESCRIPTION
 LX3912
 LX3912'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3912'LAST IS THE CHIMNEY ON THE S END OF A WHITE HOUSE, THE RESIDENCE
 LX3912'OF DR. ALFRED E. AUSTIN, ON THE NARROW NECK OF LAND BETWEEN
 LX3912'GREENWICH COVE AND STAMFORD HARBOR.  THE HOUSE IS AT THE FOOT OF
 LX3912'SHORE ROAD AND IS ADJACENT TO THE GATEWAY TO THE TODD ESTATE ON
 LX3912'GREENWICH AND FLAT NECK POINTS.  IT IS ON THE W SIDE OF THE ROAD
 LX3912'ON THE GREENWICH COVE BEACH.  THERE IS A SMALL FLAGPOLE NEAR AND
 LX3912'TO THE WESTWARD OF THE CHIMNEY.
 LX3912
 LX3912                          STATION RECOVERY (1958)
 LX3912
 LX3912'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3912'RECOVERED IN GOOD CONDITION--CHIMNEY, S END OF WHITE HOUSE,
 LX3912'FORMERLY RESIDENCE OF DR. ALFRED E. AUSTIN, NOW OCCUPIED BY MR. JOHN
 LX3912'E. HOLLAND.  ADDRESS HERE IS 9 TODDS DRIFTWAY, WHICH IS THE
 LX3912'OFFICIAL NAME OF THE SW EXTENSION OF SHORE ROAD.  SMALL FLAGPOLE
 LX3912'TO W OF CHIMNEY, IS GONE.  THERE IS A SMALL HOUSE ON THE PROPERTY
 LX3912'ADJOINING, AND TO THE S OF, HOLLANDS HOUSE.  STATION LAST IS
 LX3912'NOT OBSCURED BY THIS SMALL HOUSE WHICH NOW IS THE LAST ON THE W
 LX3912'SIDE OF SHORE ROAD (TODDS DRIFTWAY), AS IT ENTERS THE OLD TODD
 LX3912'ESTATE.  EXCELLENT BATHING BEACH TO SE OF STATION IS
 LX3912'KNOWN LOCALLY AS TODDS PT. BEACH.
 LX3912
 LX3912                          STATION RECOVERY (1984)
 LX3912
 LX3912'RECOVERY NOTE BY US POWER SQUADRON 1984 (RH)
 LX3912'RECOVERED.  CONDITION GOOD.  FOUND AS LAST DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0197 ***********************************************************************
 LX0197  DESIGNATION -  LATHROP
 LX0197  PID         -  LX0197
 LX0197  STATE/COUNTY-  CT/NEW LONDON
 LX0197  USGS QUAD   -  NEW LONDON (1984)
 LX0197
 LX0197                         *CURRENT SURVEY CONTROL
 LX0197  ___________________________________________________________________
 LX0197* NAD 83(1996)-  41 18 50.07604(N)    072 01 03.26054(W)     ADJUSTED  
 LX0197* NAVD 88     -         1.782  (meters)       5.85   (feet)  ADJUSTED  
 LX0197  ___________________________________________________________________
 LX0197  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 LX0197  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX0197  DYNAMIC HT  -           1.782 (meters)       5.85  (feet)  COMP
 LX0197  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX0197
 LX0197  HORZ ORDER  -  THIRD
 LX0197  VERT ORDER  -  FIRST     CLASS I
 LX0197
 LX0197.The horizontal coordinates were established by classical geodetic methods
 LX0197.and adjusted by the National Geodetic Survey in August 1998..
 LX0197
 LX0197.The orthometric height was determined by differential leveling
 LX0197.and adjusted by the National Geodetic Survey in June 1991..
 LX0197
 LX0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0197
 LX0197.The geoid height was determined by GEOID03.
 LX0197
 LX0197.The dynamic height is computed by dividing the NAVD 88
 LX0197.geopotential number by the normal gravity value computed on the
 LX0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0197.degrees latitude (g = 980.6199 gals.).
 LX0197
 LX0197.The modeled gravity was interpolated from observed gravity values.
 LX0197
 LX0197;                    North         East     Units Scale Factor Converg.
 LX0197;SPC CT       -   206,031.785   366,128.932   MT  0.99999046   +0 29 08.3
 LX0197;SPC CT       -   675,955.95  1,201,208.00   sFT  0.99999046   +0 29 08.3
 LX0197;SPC NY L     -   129,280.145   465,988.491   MT  1.00002762   +1 17 48.0
 LX0197;SPC NY L     -   424,146.61  1,528,830.57   sFT  1.00002762   +1 17 48.0
 LX0197;UTM  18      - 4,577,896.610   749,647.595   MT  1.00036708   +1 58 11.9
 LX0197;UTM  19      - 4,577,998.407   247,410.222   MT  1.00038527   -1 59 35.5
 LX0197
 LX0197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0197!SPC CT       -   1.00000453  x   0.99999046  =   0.99999499
 LX0197!SPC NY L     -   1.00000453  x   1.00002762  =   1.00003215
 LX0197!UTM  18      -   1.00000453  x   1.00036708  =   1.00037161
 LX0197!UTM  19      -   1.00000453  x   1.00038527  =   1.00038981
 LX0197
 LX0197|---------------------------------------------------------------------|
 LX0197| PID    Reference Object                     Distance      Geod. Az  |
 LX0197|                                                           dddmmss.s |
 LX0197| LX0198 LATHROP RM 1                         14.680 METERS 00504     |
 LX0197| LX0196 LATHROP RM 2                         16.020 METERS 05427     |
 LX0197| LX5279 DODDS CHIMNEY                       267.144 METERS 09120     |
 LX0197| LX5281 MANDALAY FLAGPOLE                   APPROX. 0.7 KM 1305447.3 |
 LX0197| LX5282 WESTERNS FLAGPOLE                   APPROX. 1.0 KM 1443539.1 |
 LX0197| LX5280 WESTERNS CHIMNEY                    APPROX. 1.0 KM 1453608.3 |
 LX0197| LX5193 SEAFLOWER REEF LIGHT                APPROX. 2.4 KM 2132630.5 |
 LX0197| LX5201 THE OASIS CHIMNEY                   APPROX. 1.4 KM 2723824.1 |
 LX0197|---------------------------------------------------------------------|
 LX0197
 LX0197                          SUPERSEDED SURVEY CONTROL
 LX0197
 LX0197  NAD 83(1992)-  41 18 50.07482(N)    072 01 03.25961(W) AD(       ) 3
 LX0197  NAD 83(1986)-  41 18 50.07550(N)    072 01 03.26483(W) AD(       ) 3
 LX0197  NAD 27      -  41 18 49.72400(N)    072 01 05.00100(W) AD(       ) 3
 LX0197  NGVD 29 (??/??/92)    2.074  (m)            6.80   (f) ADJ UNCH    1 1
 LX0197
 LX0197.Superseded values are not recommended for survey control.
 LX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0197.See file dsdata.txt to determine how the superseded data were derived.
 LX0197
 LX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4964877897(NAD 83)
 LX0197_MARKER: DB = BENCH MARK DISK
 LX0197_SETTING: 80 = SET IN A BOULDER
 LX0197_SP_SET: BOULDER
 LX0197_STAMPING: LATHROP 1934
 LX0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0197+STABILITY: SURFACE MOTION
 LX0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0197+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LX0197
 LX0197  HISTORY     - Date     Condition        Report By
 LX0197  HISTORY     - 1934     MONUMENTED       CGS
 LX0197  HISTORY     - 1953     GOOD             NGS
 LX0197  HISTORY     - 1954     GOOD             CGS
 LX0197  HISTORY     - 1965     GOOD             CGS
 LX0197  HISTORY     - 1965     GOOD             NGS
 LX0197  HISTORY     - 1971     GOOD             CTDT
 LX0197  HISTORY     - 1972     GOOD             CTGS
 LX0197  HISTORY     - 1983     GOOD             USPSQD
 LX0197  HISTORY     - 1988     GOOD             USPSQD
 LX0197  HISTORY     - 1989     GOOD             USPSQD
 LX0197  HISTORY     - 1989     GOOD             USPSQD
 LX0197  HISTORY     - 1990     GOOD             USPSQD
 LX0197  HISTORY     - 19900310 GOOD             USPSQD
 LX0197  HISTORY     - 19901227 GOOD             USPSQD
 LX0197  HISTORY     - 20020206 GOOD             USPSQD
 LX0197
 LX0197                          STATION DESCRIPTION
 LX0197
 LX0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX0197'THE STATION IS LOCATED ON THE WESTERLY SIDE OF GROTON LONG POINT
 LX0197'AND E OF MUMFORD COVE.  IT IS ON THE ROCKY POINT W OF THE BEACH.  IT
 LX0197'IS MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A
 LX0197'VERY LARGE BOULDER 2 METERS ABOVE HIGH WATER LEVEL AND 2 METERS
 LX0197'SOUTHERLY OF HIGH WATER LINE, AND W OF A STONE DOCK.
 LX0197'
 LX0197'STATION MARK IS A STANDARD BRONZE DISCS WEDGED IN A DRILL HOLE
 LX0197'IN A BOULDER.  REFERENCE MARKS NO. 1 AND
 LX0197'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER.
 LX0197'
 LX0197'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LX0197'HOLES IN THE TOPS OF TWO BOULDERS IN THE YARD OF W.H. LATHROP
 LX0197'NORTHERLY OF THE STATION.
 LX0197'
 LX0197'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX0197
 LX0197                          STATION RECOVERY (1953)
 LX0197
 LX0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LX0197'AT GROTON LONG POINT.
 LX0197'AT GROTON LONG POINT, ON THE POINT AT THE NORTHWEST END OF
 LX0197'WEST SHORE DRIVE, AT A HOUSE TRIMED IN RED, SET IN THE TOP OF A
 LX0197'LARGE BOULDER WHICH IS IN EDGE OF WATER, 90 FEET SOUTHWEST
 LX0197'OF SOUTHWEST CORNER OF HOUSE, 48 FEET SOUTH OF RM NO. 1, 52 1/2
 LX0197'FEET WEST OF RM NO. 2, 40 FEET NORTHWEST OF A RIGHT ANGLE CORNER
 LX0197'IN SEA WALL AND SET IN A DRILL HOLE.
 LX0197
 LX0197                          STATION RECOVERY (1954)
 LX0197
 LX0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX0197'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX0197'ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 LX0197
 LX0197                          STATION RECOVERY (1965)
 LX0197
 LX0197'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0197'THE STATION AND RM 1 AND RM 2 WERE ALL RECOVERED AND IN GOOD
 LX0197'CONDITION.  THE STATION IS LOCATED AT GROTON LONG POINT, ON THE
 LX0197'POINT NEAR THE NORTHWEST END OF WEST SHORE DRIVE, SET ON THE TOP
 LX0197'OF A LARGE BOULDER WHICH IS AT EDGE OF WATER, 90 FEET SOUTHWEST
 LX0197'OF THE SOUTHWEST CORNER OF A HOUSE, 40 FEET NORTHWEST OF A RIGHT
 LX0197'ANGLE CORNER IN THE SEA WALL.  IT IS STAMPED LATHROP 1934.
 LX0197'
 LX0197'RM 1 IS 48 FEET NORTH OF THE STATION MARK, 44-1/2 FEET WEST OF
 LX0197'THE SOUTHWEST CORNER OF HOUSE, 3-1/2 FEET EAST OF THE EAST FACE
 LX0197'OF SEA WALL AND SET IN THE TOP OF A SMALL OUTCROP.
 LX0197'
 LX0197'RM 2 IS 52-1/2 FEET EAST OF THE STATION, 57-1/2 FEET SOUTHWEST OF
 LX0197'THE SOUTHWEST CORNER OF HOUSE, 50-1/2 FEET NORTHEAST OF A RIGHT
 LX0197'ANGLE TURN IN SEA WALL, SET IN THE TOP OF A LARGE ROCK ABOUT 2
 LX0197'FEET ABOVE THE LAWN.  IT IS STAMPED LATHROP NO 2 1934.
 LX0197
 LX0197                          STATION RECOVERY (1965)
 LX0197
 LX0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (1971)
 LX0197
 LX0197'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX0197'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX0197'REACH THE STATION FROM GROTON AT THE INTERSECTION OF ROUTE 1
 LX0197'(FORT HILL ROAD) AND ROUTE 215 (BROOK STREET) GO SOUTHEAST OF
 LX0197'ROUTE 215 FOR 1.7 MILES TO GROTON LONG POINT ROAD CONTINUE
 LX0197'STRAIGHT ON GROTON LONG POINT ROAD FOR 0.5 MILE TO EAST SHORT
 LX0197'AVENUE ON THE LEFT, GO SOUTH FOR 0.4 MILE TO BEACH ROAD AND BEAR
 LX0197'RIGHT AT A FORK FOR 0.4 MILE TO WEST SHORT ROAD, TURN RIGHT,
 LX0197'WEST, GO 0.4 MILE TO CUL-DE-SAC.  THE STATION IS BEHIND HOUSE
 LX0197'382.
 LX0197
 LX0197                          STATION RECOVERY (1972)
 LX0197
 LX0197'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (1983)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX0197'LATHROP 1934 RECOVERED GOOD.
 LX0197'
 LX0197'LATHROP RM NO 1 1934 RECOVERED GOOD.
 LX0197'
 LX0197'LATHROP RM NO 2 1934 RECOVERED GOOD.
 LX0197'
 LX0197'STATION AND RM NO 1 AND 2 RECOVERED AS DESCRIBED.
 LX0197
 LX0197                          STATION RECOVERY (1988)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (1989)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (CGS)
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (1989)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (1990)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (1990)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (1990)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0197'RECOVERED IN GOOD CONDITION.
 LX0197
 LX0197                          STATION RECOVERY (2002)
 LX0197
 LX0197'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX0197'STA, RM1, RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0198 ***********************************************************************
 LX0198  DESIGNATION -  LATHROP RM 1
 LX0198  PID         -  LX0198
 LX0198  STATE/COUNTY-  CT/NEW LONDON
 LX0198  USGS QUAD   -  NEW LONDON (1984)
 LX0198
 LX0198                         *CURRENT SURVEY CONTROL
 LX0198  ___________________________________________________________________
 LX0198* NAD 83(1986)-  41 18 49.     (N)    072 01 03.     (W)     SCALED    
 LX0198* NAVD 88     -         1.857  (meters)       6.09   (feet)  ADJUSTED  
 LX0198  ___________________________________________________________________
 LX0198  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX0198  DYNAMIC HT  -           1.856 (meters)       6.09  (feet)  COMP
 LX0198  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX0198
 LX0198  VERT ORDER  -  FIRST     CLASS I
 LX0198
 LX0198.The horizontal coordinates were scaled from a topographic map and have
 LX0198.an estimated accuracy of +/- 6 seconds.
 LX0198
 LX0198.The orthometric height was determined by differential leveling
 LX0198.and adjusted by the National Geodetic Survey in June 1991..
 LX0198
 LX0198.The geoid height was determined by GEOID03.
 LX0198
 LX0198.The dynamic height is computed by dividing the NAVD 88
 LX0198.geopotential number by the normal gravity value computed on the
 LX0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0198.degrees latitude (g = 980.6199 gals.).
 LX0198
 LX0198.The modeled gravity was interpolated from observed gravity values.
 LX0198
 LX0198;                    North         East    Units  Estimated Accuracy
 LX0198;SPC CT       -   206,000.      366,140.      MT  (+/- 180 meters Scaled)
 LX0198
 LX0198                          SUPERSEDED SURVEY CONTROL
 LX0198
 LX0198  NGVD 29 (??/??/92)    2.148  (m)            7.05   (f) ADJ UNCH    1 1
 LX0198
 LX0198.Superseded values are not recommended for survey control.
 LX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0198.See file dsdata.txt to determine how the superseded data were derived.
 LX0198
 LX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL496778(NAD 83)
 LX0198_MARKER: DR = REFERENCE MARK DISK
 LX0198_SETTING: 66 = SET IN ROCK OUTCROP
 LX0198_SP_SET: ROCK OUTCROP
 LX0198_STAMPING: LATHROP NO 1 1934
 LX0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0198+STABILITY: POSITION/ELEVATION WELL
 LX0198
 LX0198  HISTORY     - Date     Condition        Report By
 LX0198  HISTORY     - 1934     MONUMENTED       CGS
 LX0198  HISTORY     - 1953     GOOD             NGS
 LX0198  HISTORY     - 1965     GOOD             NGS
 LX0198  HISTORY     - 1983     GOOD             USPSQD
 LX0198  HISTORY     - 19880310 GOOD             USPSQD
 LX0198  HISTORY     - 1989     GOOD             USPSQD
 LX0198  HISTORY     - 1990     GOOD             USPSQD
 LX0198  HISTORY     - 19900310 GOOD             USPSQD
 LX0198  HISTORY     - 19901227 GOOD             USPSQD
 LX0198
 LX0198                          STATION DESCRIPTION
 LX0198
 LX0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LX0198'AT GROTON LONG POINT.
 LX0198'AT GROTON LONG POINT, AT THE POINT NEAR THE NORTHWEST END OF
 LX0198'WEST SHORE DRIVE, ON LAWN OF A HOUSE TRIMED IN RED, IN THE TOP OF
 LX0198'A SMALL OUTCROP OF ROCK, 48 FEET NORTH OF STATION MARK, 42.2 FEET
 LX0198'NORTHWEST OF RM NO. 2, 44 1/2 FEET WEST OF SOUTHWEST CORNER OF
 LX0198'HOUSE, 3 1/2 FEET EAST OF EAST FACE OF SEA WALL, AND ABOUT
 LX0198'1 FOOT ABOVE LAWN.
 LX0198
 LX0198                          STATION RECOVERY (1965)
 LX0198
 LX0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0198'RECOVERED IN GOOD CONDITION.
 LX0198
 LX0198                          STATION RECOVERY (1983)
 LX0198
 LX0198'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0198'RECOVERED IN GOOD CONDITION.
 LX0198
 LX0198                          STATION RECOVERY (1988)
 LX0198
 LX0198'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0198'RECOVERED IN GOOD CONDITION.
 LX0198
 LX0198                          STATION RECOVERY (1989)
 LX0198
 LX0198'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0198'RECOVERED IN GOOD CONDITION.
 LX0198
 LX0198                          STATION RECOVERY (1990)
 LX0198
 LX0198'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0198'RECOVERED IN GOOD CONDITION.
 LX0198
 LX0198                          STATION RECOVERY (1990)
 LX0198
 LX0198'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0198'RECOVERED IN GOOD CONDITION.
 LX0198
 LX0198                          STATION RECOVERY (1990)
 LX0198
 LX0198'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0196 ***********************************************************************
 LX0196  DESIGNATION -  LATHROP RM 2
 LX0196  PID         -  LX0196
 LX0196  STATE/COUNTY-  CT/NEW LONDON
 LX0196  USGS QUAD   -  NEW LONDON (1984)
 LX0196
 LX0196                         *CURRENT SURVEY CONTROL
 LX0196  ___________________________________________________________________
 LX0196* NAD 83(1986)-  41 18 49.     (N)    072 01 03.     (W)     SCALED    
 LX0196* NAVD 88     -         2.059  (meters)       6.76   (feet)  ADJUSTED  
 LX0196  ___________________________________________________________________
 LX0196  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX0196  DYNAMIC HT  -           2.058 (meters)       6.75  (feet)  COMP
 LX0196  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX0196
 LX0196  VERT ORDER  -  FIRST     CLASS I
 LX0196
 LX0196.The horizontal coordinates were scaled from a topographic map and have
 LX0196.an estimated accuracy of +/- 6 seconds.
 LX0196
 LX0196.The orthometric height was determined by differential leveling
 LX0196.and adjusted by the National Geodetic Survey in June 1991..
 LX0196
 LX0196.The geoid height was determined by GEOID03.
 LX0196
 LX0196.The dynamic height is computed by dividing the NAVD 88
 LX0196.geopotential number by the normal gravity value computed on the
 LX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0196.degrees latitude (g = 980.6199 gals.).
 LX0196
 LX0196.The modeled gravity was interpolated from observed gravity values.
 LX0196
 LX0196;                    North         East    Units  Estimated Accuracy
 LX0196;SPC CT       -   206,000.      366,140.      MT  (+/- 180 meters Scaled)
 LX0196
 LX0196                          SUPERSEDED SURVEY CONTROL
 LX0196
 LX0196  NGVD 29 (??/??/92)    2.351  (m)            7.71   (f) ADJ UNCH    1 1
 LX0196
 LX0196.Superseded values are not recommended for survey control.
 LX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0196.See file dsdata.txt to determine how the superseded data were derived.
 LX0196
 LX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL496778(NAD 83)
 LX0196_MARKER: DR = REFERENCE MARK DISK
 LX0196_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0196_SP_SET: UNSPECIFIED ROCK
 LX0196_STAMPING: LATHROP NO 2 1934
 LX0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0196
 LX0196  HISTORY     - Date     Condition        Report By
 LX0196  HISTORY     - 1934     MONUMENTED       CGS
 LX0196  HISTORY     - 1953     GOOD             NGS
 LX0196  HISTORY     - 1965     GOOD             NGS
 LX0196  HISTORY     - 1983     GOOD             USPSQD
 LX0196  HISTORY     - 1988     GOOD             USPSQD
 LX0196  HISTORY     - 1989     GOOD             USPSQD
 LX0196  HISTORY     - 19900310 GOOD             USPSQD
 LX0196  HISTORY     - 19901227 GOOD             USPSQD
 LX0196
 LX0196                          STATION DESCRIPTION
 LX0196
 LX0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LX0196'AT GROTON LONG POINT.
 LX0196'AT GROTON LONG POINT, NEAR THE POINT NEAR THE NORTHWEST END OF
 LX0196'WEST SHORE DRIVE, ON THE LAWN OF HOUSE TRIMED IN RED, IN THE TOP
 LX0196'OF A LARGE ROCK, 52 1/2 FEET EAST OF STATION MARK, 42.2 FEET
 LX0196'SOUTHEAST OF RM NO. 1, 57 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER
 LX0196'OF HOUSE, 50 1/2 FEET NORTHEAST OF A RIGHT ANGLE TURN IN SEA
 LX0196'WALL, AND ABOUT 2 FEET ABOVE THE LAWN.
 LX0196
 LX0196                          STATION RECOVERY (1965)
 LX0196
 LX0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0196'RECOVERED IN GOOD CONDITION.
 LX0196
 LX0196                          STATION RECOVERY (1983)
 LX0196
 LX0196'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0196'RECOVERED IN GOOD CONDITION.
 LX0196
 LX0196                          STATION RECOVERY (1988)
 LX0196
 LX0196'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0196'RECOVERED IN GOOD CONDITION.
 LX0196
 LX0196                          STATION RECOVERY (1989)
 LX0196
 LX0196'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0196'RECOVERED IN GOOD CONDITION.
 LX0196
 LX0196                          STATION RECOVERY (1990)
 LX0196
 LX0196'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0196'RECOVERED IN GOOD CONDITION.
 LX0196
 LX0196                          STATION RECOVERY (1990)
 LX0196
 LX0196'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6146 ***********************************************************************
 LX6146  DESIGNATION -  LATSHAW
 LX6146  PID         -  LX6146
 LX6146  STATE/COUNTY-  CT/MIDDLESEX
 LX6146  USGS QUAD   -  HADDAM (1971)
 LX6146
 LX6146                         *CURRENT SURVEY CONTROL
 LX6146  ___________________________________________________________________
 LX6146* NAD 83(1996)-  41 29 17.37252(N)    072 31 33.49249(W)     ADJUSTED  
 LX6146* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 LX6146  ___________________________________________________________________
 LX6146  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LX6146  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX6146
 LX6146  HORZ ORDER  -  THIRD
 LX6146
 LX6146.The horizontal coordinates were established by classical geodetic methods
 LX6146.and adjusted by the National Geodetic Survey in August 1998..
 LX6146
 LX6146.The orthometric height was scaled from a topographic map.
 LX6146
 LX6146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6146
 LX6146.The geoid height was determined by GEOID03.
 LX6146
 LX6146;                    North         East     Units Scale Factor Converg.
 LX6146;SPC CT       -   225,148.244   323,509.321   MT  0.99998345   +0 08 54.8
 LX6146;SPC CT       -   738,673.86  1,061,380.16   sFT  0.99998345   +0 08 54.8
 LX6146;UTM  18      - 4,595,904.620   706,534.962   MT  1.00012498   +1 38 22.3
 LX6146
 LX6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6146!SPC CT       -   0.99999343  x   0.99998345  =   0.99997688
 LX6146!UTM  18      -   0.99999343  x   1.00012498  =   1.00011841
 LX6146
 LX6146:                Primary Azimuth Mark                     Grid Az
 LX6146:SPC CT       -  NYMANS GABLE                             003 55 28.4
 LX6146:UTM  18      -  NYMANS GABLE                             002 26 00.9
 LX6146
 LX6146|---------------------------------------------------------------------|
 LX6146| PID    Reference Object                     Distance      Geod. Az  |
 LX6146|                                                           dddmmss.s |
 LX6146| LX6860 NYMANS GABLE                        APPROX. 2.5 KM 0040423.2 |
 LX6146| LX6862 HAMMERSETHS GABLE                   APPROX. 1.8 KM 0094554.7 |
 LX6146| LX6149 ROCK LANDING FRONT RANGE LT         APPROX. 1.0 KM 0130151.9 |
 LX6146| CZ6666 LATSHAW RM 1                         18.760 METERS 01629     |
 LX6146| LX6863 TJ SELDENS GABLE                    APPROX. 2.6 KM 0165300.3 |
 LX6146| LX6148 ROCK LANDING REAR RANGE LT          APPROX. 1.0 KM 0174018.5 |
 LX6146| LX6136 ROCK LANDING DOCK HOUSE GABLE       APPROX. 1.0 KM 0202354.2 |
 LX6146| LX6139 CLARKS BARN GABLE                   APPROX. 1.5 KM 0335003.2 |
 LX6146| LX6127 HADDAM NECK CONG CH SPIRE           APPROX. 1.8 KM 0420223.9 |
 LX6146| LX6123 GILLETTES CHIMNEY                   APPROX. 1.4 KM 0664001.9 |
 LX6146| LX6126 HADDAM ISLAND FRONT RANGE LT        APPROX. 1.2 KM 0704918.7 |
 LX6146| LX6128 HADDAM ISLAND REAR RANGE LT         APPROX. 1.3 KM 0724516.7 |
 LX6146| LX6115 ELLIS BARN CUPOLA                   APPROX. 1.5 KM 0815516.9 |
 LX6146| LX6138 HAZENS TOOLHOUSE GABLE              APPROX. 0.7 KM 0930910.1 |
 LX6146| LX6105 SMITHS CHIMNEY                      APPROX. 1.9 KM 1030931.3 |
 LX6146| LX6107 THOMPSONS CLUB HOUSE CHIMNEY        APPROX. 1.8 KM 1170627.3 |
 LX6146| CZ6667 LATSHAW RM 2                         32.100 METERS 11722     |
 LX6146| LX6135 HAZENS BARN CUPOLA                  APPROX. 0.8 KM 1264054.5 |
 LX6146| LX6140 HADDAM CONG CHURCH                  APPROX. 1.3 KM 1371102.3 |
 LX6146| LX6118 GOGGINS GABLE                       APPROX. 2.1 KM 1372726.7 |
 LX6146|---------------------------------------------------------------------|
 LX6146
 LX6146                          SUPERSEDED SURVEY CONTROL
 LX6146
 LX6146  NAD 83(1992)-  41 29 17.37177(N)    072 31 33.49236(W) AD(       ) 3
 LX6146  NAD 83(1986)-  41 29 17.37364(N)    072 31 33.49481(W) AD(       ) 3
 LX6146  NAD 27      -  41 29 17.01300(N)    072 31 35.18600(W) AD(       ) 3
 LX6146
 LX6146.Superseded values are not recommended for survey control.
 LX6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6146.See file dsdata.txt to determine how the superseded data were derived.
 LX6146
 LX6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0653595905(NAD 83)
 LX6146_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6146_SETTING: 66 = SET IN ROCK OUTCROP
 LX6146_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6146+STABILITY: POSITION/ELEVATION WELL
 LX6146
 LX6146  HISTORY     - Date     Condition        Report By
 LX6146  HISTORY     - 1934     MONUMENTED       CGS
 LX6146  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6146  HISTORY     - 1988     GOOD             USPSQD
 LX6146
 LX6146                          STATION DESCRIPTION
 LX6146
 LX6146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6146'THIS STATION IS ON THE PROPERTY OF S.R. LATSHAW.  IT IS ON A
 LX6146'HILL SW OF ROUTE 9 ABOUT 1 MILE ABOVE THE MIDDLESEX COUNTY
 LX6146'JAIL.  IT IS BEST REACHED FROM THE SOUTHWARD FROM THE OLD MAIN
 LX6146'HIGHWAY LAYOUT.  THIS ROAD PASSES THE PRESENT LATSHAW RESIDENCE
 LX6146'AND THEN A PRIVATE ROAD LEADS TO THE TOP OF THE HILL.
 LX6146'
 LX6146'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6146'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX6146'NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISK SET
 LX6146'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX6146'
 LX6146'THE HILLTOP HAS BEEN GRADED AS SITE FOR A FUTURE RESIDENCE.  THE
 LX6146'FLAT AREA IS ABOUT 150 BY 50 METERS, ELLIPTICAL IN SHAPE, WITH
 LX6146'A DRIVE AROUND THE EDGE.  AXIS LIES ABOUT N AND S.
 LX6146'
 LX6146'THE STATION IS ABOUT MIDWAY OF THE E SIDE OF THE HILLTOP
 LX6146'AND 6 METERS E OF THE CENTER LINE OF THE DRIVE.  HERE THE
 LX6146'LEDGE OUTCROPS AT THE BROW OF THE HILL, ON A LEVEL WITH THE
 LX6146'TOP.  THE LEDGE IS ABOUT 10 METERS LONG AND EXTENDS ABOUT 6
 LX6146'METERS DOWN THE EASTERLY SLOPE.  THE STATION IS ON THE
 LX6146'HIGHEST PART OF THE LEDGE.
 LX6146'
 LX6146'REFERENCE MARK NO.1 IS IN A FLAT LEDGE CONFORMING TO THE
 LX6146'EASTERLY SLOPE OF THE HILLSIDE AND ABOUT 10 METERS E OF THE
 LX6146'BROW OF THE HILL.  THE LEDGE IS ABOUT 17 METERS IN A
 LX6146'NORTHEASTERLY AND SOUTHWESTERLY DIRECTION.  REFERENCE MARK
 LX6146'IS 1.5 METERS INSIDE SOUTHWESTERLY END.  IT BEARS N 30 DEG E
 LX6146'(MAGNETIC).
 LX6146'
 LX6146'REFERENCE MARK NO.2 IS IN A SIMILAR LEDGE SOMEWHAT LOWER THAN
 LX6146'THE STATION.  THIS LEDGE DROPS 8 FEET STRAIGHT DOWN ON THE
 LX6146'EASTERLY SIDE.  IT IS ABOUT 35 METERS NORTHERLY OF A S
 LX6146'BOUNDARY FENCE.  REFERENCE MARK BEARS S 50 DEG E (MAGNETIC).
 LX6146'
 LX6146'HEIGHT OF SIGNAL ABOVE STATION MARK - 13 METERS.
 LX6146
 LX6146                          STATION RECOVERY (1948)
 LX6146
 LX6146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6146'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6146
 LX6146                          STATION RECOVERY (1988)
 LX6146
 LX6146'RECOVERY NOTE BY US POWER SQUADRON 1988 (ETB)
 LX6146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6147 ***********************************************************************
 LX6147  DESIGNATION -  LATSHAWS GABLE
 LX6147  PID         -  LX6147
 LX6147  STATE/COUNTY-  CT/MIDDLESEX
 LX6147  USGS QUAD   -  HADDAM (1971)
 LX6147
 LX6147                         *CURRENT SURVEY CONTROL
 LX6147  ___________________________________________________________________
 LX6147* NAD 83(1996)-  41 29 08.82972(N)    072 31 30.70789(W)     ADJUSTED  
 LX6147* NAVD 88     -                                                        
 LX6147  ___________________________________________________________________
 LX6147  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LX6147  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX6147
 LX6147  HORZ ORDER  -  THIRD
 LX6147
 LX6147.The horizontal coordinates were established by classical geodetic methods
 LX6147.and adjusted by the National Geodetic Survey in August 1998..
 LX6147
 LX6147
 LX6147.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6147
 LX6147.The geoid height was determined by GEOID03.
 LX6147
 LX6147;                    North         East     Units Scale Factor Converg.
 LX6147;SPC CT       -   224,884.863   323,574.602   MT  0.99998349   +0 08 56.6
 LX6147;SPC CT       -   737,809.75  1,061,594.34   sFT  0.99998349   +0 08 56.6
 LX6147;UTM  18      - 4,595,642.991   706,607.083   MT  1.00012534   +1 38 23.9
 LX6147
 LX6147                          SUPERSEDED SURVEY CONTROL
 LX6147
 LX6147  NAD 83(1992)-  41 29 08.82897(N)    072 31 30.70776(W) AD(       ) 4
 LX6147  NAD 83(1986)-  41 29 08.83079(N)    072 31 30.71014(W) AD(       ) 4
 LX6147  NAD 27      -  41 29 08.46800(N)    072 31 32.40000(W) AD(       ) 3
 LX6147
 LX6147.Superseded values are not recommended for survey control.
 LX6147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6147.See file dsdata.txt to determine how the superseded data were derived.
 LX6147
 LX6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0660795643(NAD 83)
 LX6147
 LX6147  HISTORY     - Date     Condition        Report By
 LX6147  HISTORY     - 1934     MONUMENTED       CGS
 LX6147  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6147  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6147
 LX6147                          STATION DESCRIPTION
 LX6147
 LX6147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6147'THIS HOUSE IS NOT THE OWNERS RESIDENCE ON S.R. LATSHAWS ESTATE.  IT
 LX6147'IS ANOTHER HOUSE ABOUT 1/4 MILE E OF THE OLD MAIN ROAD, ALMOST
 LX6147'MIDWAY BETWEEN IT AND THE PRESENT ROUTE 9.  THE HOUSE IS VERY
 LX6147'CLOSE TO THE BOTTOM OF THE SOUTHERLY SLOPE OF THE PROMINENT HILL
 LX6147'ON THE LATSHAW PROPERTY.
 LX6147'
 LX6147'THE HOUSE IS A TWO-STORY FRAME STRUCTURE WITH A ONE-STORY
 LX6147'WING ATTACHED TO THE E END.  IT IS PAINTED WHITE WITH GREEN
 LX6147'SHUTTERS.  GABLE FACE E AND W.  TWO RED-BRICK CHIMNEYS SHOW.  ONE
 LX6147'IS NEAR THE E GABLE OF THE WING AND THE OTHER IN THE MIDDLE OF
 LX6147'THE MAIN HOUSE.
 LX6147'
 LX6147'CENTER IS THE APEX OF THE E GABLE OF THE MAIN HOUSE.
 LX6147
 LX6147                          STATION RECOVERY (1948)
 LX6147
 LX6147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6147'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6147
 LX6147                          STATION RECOVERY (1988)
 LX6147
 LX6147'RECOVERY NOTE BY US POWER SQUADRON 1988 (ETB)
 LX6147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3689 ***********************************************************************
 LX3689  DESIGNATION -  LAUREL
 LX3689  PID         -  LX3689
 LX3689  STATE/COUNTY-  CT/NEW HAVEN
 LX3689  USGS QUAD   -  MILFORD (1984)
 LX3689
 LX3689                         *CURRENT SURVEY CONTROL
 LX3689  ___________________________________________________________________
 LX3689* NAD 83(1996)-  41 10 36.88300(N)    073 05 55.13089(W)     ADJUSTED  
 LX3689* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3689  ___________________________________________________________________
 LX3689  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LX3689  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX3689
 LX3689  HORZ ORDER  -  THIRD
 LX3689
 LX3689.The horizontal coordinates were established by classical geodetic methods
 LX3689.and adjusted by the National Geodetic Survey in August 1998..
 LX3689
 LX3689.The orthometric height was scaled from a topographic map.
 LX3689
 LX3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3689
 LX3689.The geoid height was determined by GEOID03.
 LX3689
 LX3689;                    North         East     Units Scale Factor Converg.
 LX3689;SPC CT       -   190,616.131   275,545.672   MT  1.00000241   -0 13 52.2
 LX3689;SPC CT       -   625,379.76    904,019.43   sFT  1.00000241   -0 13 52.2
 LX3689;SPC NY L     -   112,575.819   375,631.835   MT  1.00001113   +0 35 22.4
 LX3689;SPC NY L     -   369,342.50  1,232,385.45   sFT  1.00001113   +0 35 22.4
 LX3689;UTM  18      - 4,560,138.833   659,482.284   MT  0.99991304   +1 15 07.5
 LX3689
 LX3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3689!SPC CT       -   1.00000459  x   1.00000241  =   1.00000700
 LX3689!SPC NY L     -   1.00000459  x   1.00001113  =   1.00001572
 LX3689!UTM  18      -   1.00000459  x   0.99991304  =   0.99991763
 LX3689
 LX3689:                Primary Azimuth Mark                     Grid Az
 LX3689:SPC CT       -  CHARLES IS ST THOMAS CHAPEL              068 10 46.7
 LX3689:SPC NY L     -  CHARLES IS ST THOMAS CHAPEL              067 21 32.1
 LX3689:UTM  18      -  CHARLES IS ST THOMAS CHAPEL              066 41 47.0
 LX3689
 LX3689|---------------------------------------------------------------------|
 LX3689| PID    Reference Object                     Distance      Geod. Az  |
 LX3689|                                                           dddmmss.s |
 LX3689| LX3713 CHARLES IS ST THOMAS CHAPEL         APPROX. 4.0 KM 0675654.5 |
 LX3689| LX3692 STRATFORD POINT LIGHTHOUSE          APPROX. 2.8 KM 1880411.5 |
 LX3689| LX3691 HOUSATONIC RIVER BEACON 1           APPROX. 1.6 KM 1952726.0 |
 LX3689| LX3698 HOUSATONIC RIVER BEACON 3           APPROX. 1.3 KM 2223724.5 |
 LX3689| CB4527 LAUREL RM 1                          19.995 METERS 23608     |
 LX3689| CB4528 LAUREL RM 2                          12.561 METERS 35138     |
 LX3689|---------------------------------------------------------------------|
 LX3689
 LX3689                          SUPERSEDED SURVEY CONTROL
 LX3689
 LX3689  NAD 83(1992)-  41 10 36.88189(N)    073 05 55.13040(W) AD(       ) 3
 LX3689  NAD 83(1986)-  41 10 36.88664(N)    073 05 55.13452(W) AD(       ) 3
 LX3689  NAD 27      -  41 10 36.53600(N)    073 05 56.74400(W) AD(       ) 3
 LX3689
 LX3689.Superseded values are not recommended for survey control.
 LX3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3689.See file dsdata.txt to determine how the superseded data were derived.
 LX3689
 LX3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5948260139(NAD 83)
 LX3689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3689
 LX3689  HISTORY     - Date     Condition        Report By
 LX3689  HISTORY     - 1933     MONUMENTED       CGS
 LX3689  HISTORY     - 1949     SEE DESCRIPTION  USGS
 LX3689  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3689
 LX3689                          STATION DESCRIPTION
 LX3689
 LX3689'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3689'THE STATION IS LOCATED ON THE N SHORE OF LONG ISLAND SOUND
 LX3689'APPROXIMATELY 250 METERS E OF A POINT KNOWN LOCALLY AS MILFORD
 LX3689'POINT.  IT IS ON A VERY SANDY BEACH ABOUT 18.3 METERS FROM, AND
 LX3689'IN FRONT OF A RESIDENCE AT NO. 45 SEAVIEW AVENUE.  BOTH REFERENCE
 LX3689'MARKS ARE LOCATED NEARLY SYMMETRICALLY BACK OF STATION FROM
 LX3689'BEACH.
 LX3689'
 LX3689'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX3689'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX3689'
 LX3689'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX3689
 LX3689                          STATION RECOVERY (1949)
 LX3689
 LX3689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LX3689'STATION NOT RECOVERED.
 LX3689
 LX3689                          STATION RECOVERY (1977)
 LX3689
 LX3689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 LX3689'STATION, RM 1 AND 2 WERE NOT FOUND.  ACCORDING TO LOCAL
 LX3689'RESIDENTS A LOT OF FILL ON BEACH HAS TAKEN PLACE.  ALSO THESE
 LX3689'SAME PEOPLE STATED THAT A MONUMENT HAD BEEN FOUND TURNED UP IN
 LX3689'RM 1S POSITION DUE TO A NEIGHBOR BULLDOZING.
 LX3689'
 LX3689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3689'1.3 MILES SE OF STRATFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6849 ***********************************************************************
 LX6849  DESIGNATION -  LAUREL
 LX6849  PID         -  LX6849
 LX6849  STATE/COUNTY-  CT/MIDDLESEX
 LX6849  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6849
 LX6849                         *CURRENT SURVEY CONTROL
 LX6849  ___________________________________________________________________
 LX6849* NAD 83(1996)-  41 33 00.71699(N)    072 34 01.74384(W)     ADJUSTED  
 LX6849* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LX6849  ___________________________________________________________________
 LX6849  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LX6849  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6849
 LX6849  HORZ ORDER  -  THIRD
 LX6849
 LX6849.The horizontal coordinates were established by classical geodetic methods
 LX6849.and adjusted by the National Geodetic Survey in August 1998..
 LX6849
 LX6849.The orthometric height was scaled from a topographic map.
 LX6849
 LX6849.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6849
 LX6849.The geoid height was determined by GEOID03.
 LX6849
 LX6849;                    North         East     Units Scale Factor Converg.
 LX6849;SPC CT       -   232,030.438   320,055.731   MT  0.99998318   +0 07 16.5
 LX6849;SPC CT       -   761,253.20  1,050,049.51   sFT  0.99998318   +0 07 16.5
 LX6849;UTM  18      - 4,602,695.461   702,902.869   MT  1.00010667   +1 36 51.1
 LX6849
 LX6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6849!SPC CT       -   0.99999514  x   0.99998318  =   0.99997832
 LX6849!UTM  18      -   0.99999514  x   1.00010667  =   1.00010181
 LX6849
 LX6849:                Primary Azimuth Mark                     Grid Az
 LX6849:SPC CT       -  TAYLORS TOWER                            008 08 15.1
 LX6849:UTM  18      -  TAYLORS TOWER                            006 38 40.5
 LX6849
 LX6849|---------------------------------------------------------------------|
 LX6849| PID    Reference Object                     Distance      Geod. Az  |
 LX6849|                                                           dddmmss.s |
 LX6849| LX6850 TAYLORS TOWER                       APPROX. 0.9 KM 0081531.6 |
 LX6849| LX6868 SEBERTS HOUSE GABLE                 APPROX. 2.0 KM 0323757.2 |
 LX6849| LX6875 BROWNS GABLE                        APPROX. 1.8 KM 0520415.5 |
 LX6849| LX6873 MIDDLE HADDAM CONG CH SPIRE         APPROX. 1.4 KM 0630957.4 |
 LX6849| LX6882 MIDDLE HADDAM SCHOOL CUPOLA         APPROX. 1.6 KM 0794032.9 |
 LX6849| LX6886 HURDS GABLE                         APPROX. 1.8 KM 0815310.9 |
 LX6849| LX6888 BIELMANS GABLE                      APPROX. 2.0 KM 0861858.0 |
 LX6849| LX6881 STRONGS BARN CUPOLA                 APPROX. 1.6 KM 0961230.1 |
 LX6849| LX6887 RICHTERS BARN CUPOLA                APPROX. 2.0 KM 1124833.2 |
 LX6849| LX6852 MULLERS GABLE                       286.039 METERS 13728     |
 LX6849| CZ6668 LAUREL RM 1                          11.000 METERS 22505     |
 LX6849| CZ6669 LAUREL RM 2                          16.550 METERS 30452     |
 LX6849| LX6847 ROGANS GARAGE GABLE                 APPROX. 2.8 KM 3520859.8 |
 LX6849|---------------------------------------------------------------------|
 LX6849
 LX6849                          SUPERSEDED SURVEY CONTROL
 LX6849
 LX6849  NAD 83(1992)-  41 33 00.71630(N)    072 34 01.74375(W) AD(       ) 3
 LX6849  NAD 83(1986)-  41 33 00.71816(N)    072 34 01.74594(W) AD(       ) 3
 LX6849  NAD 27      -  41 33 00.36200(N)    072 34 03.42100(W) AD(       ) 3
 LX6849
 LX6849.Superseded values are not recommended for survey control.
 LX6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6849.See file dsdata.txt to determine how the superseded data were derived.
 LX6849
 LX6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0290302695(NAD 83)
 LX6849_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6849_SETTING: 66 = SET IN ROCK OUTCROP
 LX6849_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6849+STABILITY: POSITION/ELEVATION WELL
 LX6849
 LX6849  HISTORY     - Date     Condition        Report By
 LX6849  HISTORY     - 1934     MONUMENTED       CGS
 LX6849  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6849
 LX6849                          STATION DESCRIPTION
 LX6849
 LX6849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6849'THIS STATION IS ON THE PROPERTY OF A.W. BERRESFORD ABOUT 4.4 MILES
 LX6849'OUT OF MIDDLETOWN ON THE RIVER ROAD TO HIGGANUM.  GO 0.3 MILE
 LX6849'BEYOND THE GRADE CROSSING OF THE HIGHWAY AND THE VALLEY DIVISION
 LX6849'TRACKS.  THE STATION IS ON A ROCKY HOG-BACK ABOUT 50 METERS UP THE
 LX6849'HILLSIDE FROM THIS POINT.  A GRADED RIGHT-OF-WAY FOR AN ABANDONED
 LX6849'PRIVATE RAILROAD IS ABOUT MIDWAY FROM THE HIGHWAY TO THE
 LX6849'STATION.  THE RIGHT-OF-WAY PASSES THROUGH A ROCK OUT RIGHT
 LX6849'HERE.  THE SLOPE OF THE HILLSIDE IS COVERED WITH SCATTERED
 LX6849'SLABS BROKEN FROM THE UNDERLYING LEDGE.
 LX6849'
 LX6849'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX6849'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  THE STATION IS IN A
 LX6849'SMOOTHLY ROUNDED OUTCROPPING OF THE LEDGE.  REFERENCE MARKS NOS. 1
 LX6849'AND 2 ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS
 LX6849'DESCRIBED IN NOTE 12A.  REFERENCE MARK NO.1 IS IN THE LEDGE ABOUT
 LX6849'2 METERS ABOVE THE STATION IN ELEVATION.  IT BEARS S 60 DEG W
 LX6849'(MAGNETIC).  REFERENCE MARK NO.2 IS IN THE NORTHERLY
 LX6849'SLOPE OF THE HOG-BACK.  IT BEARS NW (MAGNETIC).
 LX6849'
 LX6849'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 LX6849
 LX6849                          STATION RECOVERY (1948)
 LX6849
 LX6849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6849'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6967 ***********************************************************************
 LX6967  DESIGNATION -  LAWLER
 LX6967  PID         -  LX6967
 LX6967  STATE/COUNTY-  CT/MIDDLESEX
 LX6967  USGS QUAD   -  MIDDLETOWN (1992)
 LX6967
 LX6967                         *CURRENT SURVEY CONTROL
 LX6967  ___________________________________________________________________
 LX6967* NAD 83(1996)-  41 35 02.97290(N)    072 38 46.48784(W)     ADJUSTED  
 LX6967* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX6967  ___________________________________________________________________
 LX6967  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX6967  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6967
 LX6967  HORZ ORDER  -  THIRD
 LX6967
 LX6967.The horizontal coordinates were established by classical geodetic methods
 LX6967.and adjusted by the National Geodetic Survey in August 1998..
 LX6967
 LX6967.The orthometric height was scaled from a topographic map.
 LX6967
 LX6967.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6967
 LX6967.The geoid height was determined by GEOID03.
 LX6967
 LX6967;                    North         East     Units Scale Factor Converg.
 LX6967;SPC CT       -   235,791.190   313,452.250   MT  0.99998353   +0 04 07.7
 LX6967;SPC CT       -   773,591.60  1,028,384.59   sFT  0.99998353   +0 04 07.7
 LX6967;UTM  18      - 4,606,283.214   696,202.900   MT  1.00007375   +1 33 45.8
 LX6967
 LX6967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6967!SPC CT       -   1.00000406  x   0.99998353  =   0.99998759
 LX6967!UTM  18      -   1.00000406  x   1.00007375  =   1.00007781
 LX6967
 LX6967|---------------------------------------------------------------------|
 LX6967| PID    Reference Object                     Distance      Geod. Az  |
 LX6967|                                                           dddmmss.s |
 LX6967| CZ6670 LAWLER RM 1                          17.610 METERS 05642     |
 LX6967| LX6941 GOODRICH                            APPROX. 1.6 KM 0912421.5 |
 LX6967| LX6954 PORTLAND EPIS CHURCH SPIRE          APPROX. 1.0 KM 1184233.4 |
 LX6967| LX6966 MIDDLETOWN SOUTH CONG CH SPIRE      APPROX. 3.1 KM 1813446.3 |
 LX6967| CZ6671 LAWLER RM 2                          18.810 METERS 18234     |
 LX6967|---------------------------------------------------------------------|
 LX6967
 LX6967                          SUPERSEDED SURVEY CONTROL
 LX6967
 LX6967  NAD 83(1992)-  41 35 02.97223(N)    072 38 46.48785(W) AD(       ) 3
 LX6967  NAD 83(1986)-  41 35 02.97421(N)    072 38 46.48977(W) AD(       ) 3
 LX6967  NAD 27      -  41 35 02.61200(N)    072 38 48.15900(W) AD(       ) 3
 LX6967
 LX6967.Superseded values are not recommended for survey control.
 LX6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6967.See file dsdata.txt to determine how the superseded data were derived.
 LX6967
 LX6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9620306283(NAD 83)
 LX6967_MARKER: Z = SEE DESCRIPTION
 LX6967_SETTING: 0 = UNSPECIFIED SETTING
 LX6967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6967
 LX6967  HISTORY     - Date     Condition        Report By
 LX6967  HISTORY     - 1935     MONUMENTED       CGS
 LX6967  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6967
 LX6967                          STATION DESCRIPTION
 LX6967
 LX6967'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6967'THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12-
 LX6967'BY 12- BY 30-INCH CONCRETE BLOCK FLUSH WITH THE GROUND BETWEEN THE
 LX6967'ROADWAY AND THE RIVER JUST S OF LAWLERS DOCK ON THE W BANK OF THE
 LX6967'CONNECTICUT RIVER.  IT IS ON THE PROPERTY OF JAMES LAWLER.  THE
 LX6967'SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 LX6967'CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX6967'
 LX6967'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 LX6967'8- BY 8- BY 30-INCH CONCRETE POST SET FLUSH WITH THE GROUND
 LX6967'NORTHERLY OF THE STATION AND NEAR THE HIGH-WATER LINE AND JUST S
 LX6967'OF THE DOCK.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE
 LX6967'TOP OF AN 8- BY 8- BY 30-INCH CONCRETE POST SET FLUSH WITH THE
 LX6967'GROUND SOUTHERLY OF THE STATION AND NEAR THE HIGH-WATER LINE.
 LX6967'
 LX6967'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6967
 LX6967                          STATION RECOVERY (1948)
 LX6967
 LX6967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6967'THIS STATION WAS RECOVERED IN GOOD CONDITION, BUT THE FOLLOWING
 LX6967'DESCRIPTION IS MORE ADEQUATE FOR PRESENT DAY RECOVERY--
 LX6967'
 LX6967'THE STATION IS ON THE W BANK OF THE CONNECTICUT RIVER,
 LX6967'APPROXIMATELY 1.0 MILE UPSTREAM FROM THE MIDDLETOWN-PORTLAND BRIDGE.
 LX6967'
 LX6967'IT IS REACHED BY FOLLOWING HIGHWAY NO. 9 FROM THE POINT WHERE IT
 LX6967'PASSES UNDERNEATH THE MIDDLETOWN-PORTLAND BRIDGE, APPROXIMATELY
 LX6967'0.8 MILE AND BEARING RIGHT ON THE RIVER ROAD.  FOLLOW THIS ROAD
 LX6967'APPROXIMATELY 0.15 MILE AND BEAR RIGHT.  FOLLOW THIS ROAD A SHORT
 LX6967'DISTANCE TO STATION SITE.
 LX6967'
 LX6967'THE STATION IS APPROXIMATELY 150 FEET S OF LAWLERS DOCK.  IT IS
 LX6967'7.2 METERS FROM THE CENTER LINE OF THE ROAD AND 21.9 METERS S
 LX6967'OF A TWIN 24-INCH ELM TREE.
 LX6967'
 LX6967'REFERENCE MARK 1 IS 6.3 METERS FROM THE SAME TWIN TREE AND IN
 LX6967'BEARING SW.
 LX6967'
 LX6967'REFERENCE MARK 2 IS S OF THE STATION AND APPROXIMATELY 3 METERS
 LX6967'FROM THE MEAN HIGH-WATER LINE.
 LX6967'
 LX6967'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 LX6967'AND ALL ARE NOW UNDERNEATH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5244 ***********************************************************************
 LX5244  DESIGNATION -  LAWRENCE MEMORIAL HOSP STACK
 LX5244  PID         -  LX5244
 LX5244  STATE/COUNTY-  CT/NEW LONDON
 LX5244  USGS QUAD   -  NEW LONDON (1984)
 LX5244
 LX5244                         *CURRENT SURVEY CONTROL
 LX5244  ___________________________________________________________________
 LX5244* NAD 83(1996)-  41 20 09.53471(N)    072 06 19.46436(W)     ADJUSTED  
 LX5244* NAVD 88     -                                                        
 LX5244  ___________________________________________________________________
 LX5244  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 LX5244  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5244
 LX5244  HORZ ORDER  -  THIRD
 LX5244
 LX5244.The horizontal coordinates were established by classical geodetic methods
 LX5244.and adjusted by the National Geodetic Survey in August 1998..
 LX5244
 LX5244
 LX5244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5244
 LX5244.The geoid height was determined by GEOID03.
 LX5244
 LX5244;                    North         East     Units Scale Factor Converg.
 LX5244;SPC CT       -   208,424.395   358,756.160   MT  0.99998906   +0 25 38.7
 LX5244;SPC CT       -   683,805.70  1,177,019.17   sFT  0.99998906   +0 25 38.7
 LX5244;SPC NY L     -   131,568.196   458,582.283   MT  1.00003081   +1 14 21.2
 LX5244;SPC NY L     -   431,653.32  1,504,532.04   sFT  1.00003081   +1 14 21.2
 LX5244;UTM  18      - 4,580,098.153   742,212.665   MT  1.00032206   +1 54 45.8
 LX5244
 LX5244                          SUPERSEDED SURVEY CONTROL
 LX5244
 LX5244  NAD 83(1992)-  41 20 09.53354(N)    072 06 19.46356(W) AD(       ) 4
 LX5244  NAD 83(1986)-  41 20 09.53465(N)    072 06 19.46832(W) AD(       ) 4
 LX5244  NAD 27      -  41 20 09.18500(N)    072 06 21.19900(W) AD(       ) 3
 LX5244
 LX5244.Superseded values are not recommended for survey control.
 LX5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5244.See file dsdata.txt to determine how the superseded data were derived.
 LX5244
 LX5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4221380098(NAD 83)
 LX5244_MARKER: 63 = STACK
 LX5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5244+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 LX5244
 LX5244  HISTORY     - Date     Condition        Report By
 LX5244  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5244  HISTORY     - 1966     GOOD             CGS
 LX5244  HISTORY     - 1984     GOOD             USPSQD
 LX5244  HISTORY     - 1989     GOOD             USPSQD
 LX5244  HISTORY     - 20030421 GOOD             USPSQD
 LX5244
 LX5244                          STATION DESCRIPTION
 LX5244
 LX5244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5244'THE LAWRENCE MEMORIAL HOSPITAL IS ON THE E SIDE OF OCEAN AVENUE
 LX5244'AND W OF MONTAUK AVENUE IN THE SOUTHWESTERLY PART OF NEW
 LX5244'LONDON.  IT IS A FOUR-STORY BROWN BUILDING WITH A FLAT ROOF.  THE
 LX5244'CIRCULAR BROWN BRICK STACK IS IN THE SW ELL OF THE BUILDING AND
 LX5244'BETWEEN THE STEAM PLANT AND THE S WING.
 LX5244'
 LX5244'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 150
 LX5244'FEET ABOVE GROUND.
 LX5244
 LX5244                          STATION RECOVERY (1966)
 LX5244
 LX5244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5244'RECOVERED AS DESCRIBED.
 LX5244'
 LX5244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5244'NEW LONDON.
 LX5244
 LX5244                          STATION RECOVERY (1984)
 LX5244
 LX5244'RECOVERY NOTE BY US POWER SQUADRON 1984 (HJW)
 LX5244'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX5244
 LX5244                          STATION RECOVERY (1989)
 LX5244
 LX5244'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5244'RECOVERED IN GOOD CONDITION.
 LX5244
 LX5244                          STATION RECOVERY (2003)
 LX5244
 LX5244'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3484 ***********************************************************************
 LX3484  DESIGNATION -  LEAD
 LX3484  PID         -  LX3484
 LX3484  STATE/COUNTY-  CT/LITCHFIELD
 LX3484  USGS QUAD   -  TORRINGTON (1984)
 LX3484
 LX3484                         *CURRENT SURVEY CONTROL
 LX3484  ___________________________________________________________________
 LX3484* NAD 83(1996)-  41 48 32.27298(N)    073 04 24.89879(W)     ADJUSTED  
 LX3484* NAVD 88     -       338.5    (meters)    1111.     (feet)  VERTCON   
 LX3484  ___________________________________________________________________
 LX3484  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 LX3484  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX3484
 LX3484  HORZ ORDER  -  FIRST
 LX3484
 LX3484.The horizontal coordinates were established by classical geodetic methods
 LX3484.and adjusted by the National Geodetic Survey in August 1998..
 LX3484
 LX3484.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3484
 LX3484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3484
 LX3484.The geoid height was determined by GEOID03.
 LX3484
 LX3484;                    North         East     Units Scale Factor Converg.
 LX3484;SPC CT       -   260,804.607   277,911.682   MT  0.99999466   -0 12 52.4
 LX3484;SPC CT       -   855,656.45    911,781.91   sFT  0.99999466   -0 12 52.4
 LX3484;SPC MA M     -   841,057.311    69,247.252   MT  0.99998778   -1 03 25.3
 LX3484;SPC MA M     - 2,759,368.86    227,188.69   sFT  0.99998778   -1 03 25.3
 LX3484;UTM  18      - 4,630,359.888   660,020.977   MT  0.99991511   +1 17 04.3
 LX3484
 LX3484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3484!SPC CT       -   0.99995146  x   0.99999466  =   0.99994612
 LX3484!SPC MA M     -   0.99995146  x   0.99998778  =   0.99993924
 LX3484!UTM  18      -   0.99995146  x   0.99991511  =   0.99986658
 LX3484
 LX3484|---------------------------------------------------------------------|
 LX3484| PID    Reference Object                     Distance      Geod. Az  |
 LX3484|                                                           dddmmss.s |
 LX3484| LX3496 5703                                157.710 METERS 02022     |
 LX3484| LX3488 DEVINE                              APPROX. 2.5 KM 0825217.1 |
 LX3484| CB4550 LEAD RM 3                            12.101 METERS 08659     |
 LX3484| CB4549 LEAD RM 2                            22.247 METERS 10947     |
 LX3484| LX3485 HARWINTON CHURCH SPIRE              APPROX. 4.3 KM 1645731.1 |
 LX3484| CB4547 LEAD AZ MK                                         2054815.1 |
 LX3484| LX3511 TORRINGTON HOSPITAL STACK           APPROX. 5.1 KM 2490132.5 |
 LX3484| CB4548 LEAD RM 1                            32.172 METERS 34257     |
 LX3484|---------------------------------------------------------------------|
 LX3484
 LX3484                          SUPERSEDED SURVEY CONTROL
 LX3484
 LX3484  NAD 83(1996)-  41 48 32.27277(N)    073 04 24.89900(W) AD(       ) 1
 LX3484  NAD 83(1992)-  41 48 32.27319(N)    073 04 24.89940(W) AD(       ) 1
 LX3484  NAD 83(1992)-  41 48 32.27433(N)    073 04 24.90034(W) AD(       ) 1
 LX3484  NAD 83(1986)-  41 48 32.27411(N)    073 04 24.90077(W) AD(       ) 1
 LX3484  NAD 27      -  41 48 31.92300(N)    073 04 26.50600(W) AD(       ) 1
 LX3484  NGVD 29 (07/19/86)  338.7    (m)         1111.     (f) VERT ANG       
 LX3484
 LX3484.Superseded values are not recommended for survey control.
 LX3484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3484.See file dsdata.txt to determine how the superseded data were derived.
 LX3484
 LX3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6002130360(NAD 83)
 LX3484_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3484
 LX3484  HISTORY     - Date     Condition        Report By
 LX3484  HISTORY     - 1938     MONUMENTED       CTGS
 LX3484  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX3484  HISTORY     - 1979     GOOD             NGS
 LX3484  HISTORY     - 1980     GOOD             NGS
 LX3484
 LX3484                          STATION DESCRIPTION
 LX3484
 LX3484'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3484'ON HIGH GROUND OVERLOOKING TORRINGTON, 2-1/2 MILES EAST OF THE
 LX3484'CENTER OF THE TOWN, AND 1-1/2 MILES SOUTH OF TORRINGFORD, ON
 LX3484'PROPERTY OWNED BY JOHN STEFURIC, ABOUT 300 YARDS NORTHWEST OF
 LX3484'HIS HOUSE, 200 YARDS NORTHEAST OF A RED BARN, AT THE NORTHEAST
 LX3484'CORNER OF A MEADOW, INSIDE OF A STONE FENCE, 60 FEET WEST OF THE
 LX3484'CINDER ROAD RUNNING ALONG TOP OF RIDGE, 30 FEET NORTH OF THE
 LX3484'NORTH END OF BAR GATE IN STONE FENCE, AND 18 FEET WEST OF STONE
 LX3484'FENCE.  MARK IS 10 INCHES BELOW THE GROUND, AND IS STAMPED
 LX3484'LEAD-1938.
 LX3484'
 LX3484'TO REACH FROM THE CENTER OF TORRINGTON AT THE INTERSECTION OF
 LX3484'FIVE STREETS, GO EAST (TOWARDS HARTFORD) ON STATE HIGHWAY 4
 LX3484'FOR 3.1 MILES (OR 0.55 MILE PAST END OF CONCRETE) AND TURN RIGHT
 LX3484'(SOUTH) ONTO GRAVEL ROAD AT THE NEW HARTFORD-TORRINGTON TOWN
 LX3484'LINE.  PROCEED SOUTH 0.85 MILE (OR 0.3 MILE PAST RED BARN ON
 LX3484'LEFT) TO STATION IN MEADOW ON RIGHT (WEST).
 LX3484'
 LX3484'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LX3484'BRONZE DISKS SET IN CONCRETE AND IN BOULDER, NOTES 1A AND 12A.
 LX3484'
 LX3484'UNDERGROUND STATION MARK IS 40 INCHES BELOW AND EXACTLY UNDER
 LX3484'THE STATION SURFACE MARK.  3 INCHES OF DIRT SEPARATE UNDERGROUND
 LX3484'MARK FROM THE CONCRETE POST OF THE STATION SURFACE MARK.
 LX3484'
 LX3484'REFERENCE MARK NO. 1 IS 106.27 FEET NORTH-NORTHWEST OF STATION,
 LX3484'72 FEET WEST OF EAST STONE WALL, AND 66 FEET NORTH OF SOUTH STONE
 LX3484'WALL, AND IS STAMPED LEAD-1938-NO.1.  REFERENCE MARK NO. 2 IS
 LX3484'72.99 FEET EAST-SOUTHEAST OF STATION, 11 FEET EAST OF CENTER
 LX3484'LINE OF CINDER ROAD, AND 26 FEET WEST OF EAST STONE WALL, AND
 LX3484'STAMPED LEAD-1938-NO.2.
 LX3484'
 LX3484'AZIMUTH MARK IS 1,500 FEET SOUTHWEST OF THE STATION, AND IS
 LX3484'STAMPED LEAD-1938.
 LX3484'
 LX3484'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3484
 LX3484                          STATION RECOVERY (1971)
 LX3484
 LX3484'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AJK)
 LX3484'LEAD 1938 EXCELLENT
 LX3484'
 LX3484'LEAD 1938 NO. 1 EXCELLENT
 LX3484'
 LX3484'LEAD 1938 NO. 2 DESTROYED
 LX3484'
 LX3484'THE TOP OF THE STATION IS FLUSH WITH THE GROUND.  IT IS 60 FEET
 LX3484'WEST OF TORRINGFORD EAST STREET CENTER-LINE AND 146 FEET NORTH
 LX3484'OF SUNSET LANE CENTER-LINE.
 LX3484'
 LX3484'TO REACH FROM THE CENTER OF TORRINGTON AT THE INTERSECTION OF
 LX3484'5 STREETS, GO EAST ON ROUTE 25 (EAST MAIN STREET) FOR 3.1 MILES
 LX3484'AND TURN RIGHT (SOUTH) ON TORRINGFORD EAST STREET AT THE NEW
 LX3484'HARTFORD-TORRINGTON TOWN LINE.  PROCEED SOUTH FOR 0.85 MILE TO
 LX3484'STATION IN LAWN ON RIGHT.
 LX3484
 LX3484                          STATION RECOVERY (1979)
 LX3484
 LX3484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JCL)
 LX3484'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1
 LX3484'AND THE AZIMUTH MARK WERE NOT RECOVERED.  THE ORIGINAL DESCRIPTION IS
 LX3484'VOID OF ANY USUABLE DATA.  REFERENCE MARK 2 WAS REPORTED DESTROYED BY
 LX3484'THE STATE GEODETIC SURVEY.  THE AREA IS SO CHANGED THAT A NEW
 LX3484'DESCRIPTION FOLLOWS.
 LX3484'
 LX3484'LOCATED 2 1/2 MILES EAST OF TORRINGTON, 0.8 MILE SOUTH OF
 LX3484'U.S. HIGHWAY 202, IN THE BACK YARD OF A PRIVATE RESIDENCE (OWNER
 LX3484'UNKNOWN).
 LX3484'
 LX3484'TO REACH FROM THE JUNCTION OF HIGHWAY 202 AND STATE HIGHWAY 183, 2
 LX3484'MILES EAST OF TORRINGTON, GO EAST ON HIGHWAY 202 FOR 0.55 MILE TO A
 LX3484'CROSSROAD.  TURN RIGHT, SOUTH, ON TORRINGTON EAST ROAD FOR 0.85
 LX3484'MILE TO CHESTNUT HILL ROAD ON THE RIGHT.  CONTINUE SOUTH FOR 0.05 MILE
 LX3484'TO A ROCK WALL T-JUNCTION ON THE RIGHT AND THE STATION SOUTHWEST OF
 LX3484'THIS T-JUNCTION.
 LX3484'
 LX3484'STATION MARK IS A STANDARD CTGS DISK, STAMPED---LEAD 1938--- SET
 LX3484'IN THE TOP OF A 12-INCH CONCRETE POST FLUSH WITH THE GROUND.  IT IS 24
 LX3484'FEET SOUTH OF A ROCK WALL, 25 FEET WEST OF A ROCK WALL, 61 FEET WEST
 LX3484'OF THE ROAD CENTER, 7.5 FEET EAST OF A 10-INCH TREE, 78 FEET NORTH OF
 LX3484'THE NORTHEAST CORNER OF A RED SHINGLE HOUSE, AND 149 FEET NORTH OF THE
 LX3484'CENTER OF SUNSET LANE.
 LX3484
 LX3484                          STATION RECOVERY (1980)
 LX3484
 LX3484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3484'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LX3484'CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED
 LX3484'FOR, BUT NOT RECOVERED.  A DIFFERENCE OF 0.72 FOOT SHORTER TO
 LX3484'REFERENCE MARK 1 WAS NOTED AND VERIFIED AT THIS TIME.  A DIRECTION
 LX3484'COMPARISON COULD NOT BE MADE FROM THE DATA COLLECTED AT THIS TIME.
 LX3484'THE 1938 DESCRIPTION STATES THERE IS AN UNDERGROUND STATION MARK
 LX3484'DISK, HOWEVER IT WAS NOT INSPECTED AT THIS TIME.
 LX3484'
 LX3484'THE STATION IS LOCATED ABOUT 4 KM (2-1/2 MI) EAST OF TORRINGTON,
 LX3484'1.3 KM (3/4 MI) SOUTH OF U.S. HIGHWAY 202, AND IN THE BACK
 LX3484'YARD OF A PRIVATE RESIDENCE.
 LX3484'OWNERSHIP--MRS. HARRIETT ALAVAS, 10 SUNSET LANE, TORRINGTON, CT
 LX3484'06790, PHONE 482-0024.
 LX3484'
 LX3484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND
 LX3484'STATE HIGHWAY 183, 3.2 KM (2 MI) EAST OF TORRINGTON, GO
 LX3484'EAST ON HIGHWAY 202 FOR 0.9 KM (0.55 MI) TO A CROSSROAD.
 LX3484'TURN RIGHT AND GO SOUTH ON TORRINGTON EAST ROAD FOR 1.4 KM
 LX3484'(0.85 MI) TO CHESTNUT HILL ROAD ON THE RIGHT.  CONTINUE SOUTH
 LX3484'FOR 0.1 KM (0.05 MI) TO A ROCK WALL T-JUNCTION ON THE RIGHT AND
 LX3484'THE STATION.
 LX3484'
 LX3484'THE STATION IS A STANDARD CGS DISK
 LX3484'STAMPED---LEAD 1938---,
 LX3484'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 LX3484'FLUSH WITH GROUND.  IT IS LOCATED
 LX3484'18.2 METERS (59.7 FT) EAST FROM A PAVED ROAD CENTER,
 LX3484'7.5 METERS (24.6 FT) EAST FROM A NORTH-SOUTH ROCK WALL, AND
 LX3484'24.3 METERS (7.4 FT) SOUTH FROM A EAST-WEST ROCK WALL.
 LX3484'
 LX3484'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX3484'STAMPED---LEAD NO 1 1938---,
 LX3484'SET INTO THE TOP OF A BOULDER OF 1 METER
 LX3484'LARGEST DIMENSION.  IT IS LOCATED
 LX3484'21.80 METERS (71.5 FT) EAST FROM A NORTH-SOUTH ROCK WALL,
 LX3484'20.4 METERS (66.9 FT) NORTH FROM A EAST-WEST ROCK WALL, AND
 LX3484'6.9 METERS (22.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 LX3484'BRICK HOUSE.
 LX3484'MARK IS LEVEL WITH STATION.
 LX3484'
 LX3484'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3484'STAMPED---LEAD CTGS 1938 NO 3 1980---,
 LX3484'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3484'FLUSH WITH GROUND.  IT IS LOCATED
 LX3484'6.5 METERS (21.3 FT) WEST FROM THE CENTER OF THE PAVED ROAD AND
 LX3484'4.5 METERS (14.8 FT) EAST FROM A NORTH-SOUTH ROCK WALL.
 LX3484'MARK IS LEVEL WITH STATION.
 LX3484'
 LX3484'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3484'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX3484'
 LX3484'DESCRIBED BY J.M. ROBINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4827 ***********************************************************************
 LX4827  DESIGNATION -  LEBANON FIRST CONG CH SPIRE
 LX4827  PID         -  LX4827
 LX4827  STATE/COUNTY-  CT/NEW LONDON
 LX4827  USGS QUAD   -  WILLIMANTIC (1984)
 LX4827
 LX4827                         *CURRENT SURVEY CONTROL
 LX4827  ___________________________________________________________________
 LX4827* NAD 83(1996)-  41 38 09.24133(N)    072 12 48.82764(W)     ADJUSTED  
 LX4827* NAVD 88     -                                                        
 LX4827  ___________________________________________________________________
 LX4827  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LX4827  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX4827
 LX4827  HORZ ORDER  -  THIRD
 LX4827
 LX4827.The horizontal coordinates were established by classical geodetic methods
 LX4827.and adjusted by the National Geodetic Survey in August 1998..
 LX4827
 LX4827
 LX4827.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4827
 LX4827.The geoid height was determined by GEOID03.
 LX4827
 LX4827;                    North         East     Units Scale Factor Converg.
 LX4827;SPC CT       -   241,671.316   349,496.290   MT  0.99998473   +0 21 20.5
 LX4827;SPC CT       -   792,883.31  1,146,639.08   sFT  0.99998473   +0 21 20.5
 LX4827;UTM  18      - 4,613,103.036   732,087.761   MT  1.00026291   +1 51 07.6
 LX4827
 LX4827                          SUPERSEDED SURVEY CONTROL
 LX4827
 LX4827  NAD 83(1996)-  41 38 09.24075(N)    072 12 48.82718(W) AD(       ) 4
 LX4827  NAD 83(1992)-  41 38 09.24070(N)    072 12 48.82725(W) AD(       ) 4
 LX4827  NAD 83(1992)-  41 38 09.24170(N)    072 12 48.82877(W) AD(       ) 4
 LX4827  NAD 83(1986)-  41 38 09.24173(N)    072 12 48.82876(W) AD(       ) 4
 LX4827  NAD 27      -  41 38 08.88478(N)    072 12 50.54330(W) AD(       ) 3
 LX4827
 LX4827.Superseded values are not recommended for survey control.
 LX4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4827.See file dsdata.txt to determine how the superseded data were derived.
 LX4827
 LX4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3208813103(NAD 83)
 LX4827
 LX4827  HISTORY     - Date     Condition        Report By
 LX4827  HISTORY     - 1974     MONUMENTED       NGS
 LX4827
 LX4827                          STATION DESCRIPTION
 LX4827
 LX4827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LX4827'THE STATION IS THE APEX OF THE LEBANON FIRST CONGREGATIONAL
 LX4827'CHURCH SPIRE.  IT IS LOCATED 0.2 MILE SOUTHWEST OF THE POST
 LX4827'OFFICE IN LEBANON.  THE SPIRE IS WHITE IN COLOR, HAS BALL AND
 LX4827'WEATHER VANE AT THE TOP, SET ATOP AN OCTAGAN BELFRY AND HAS AN
 LX4827'OVERALL HEIGHT OF 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4800 ***********************************************************************
 LX4800  DESIGNATION -  LEBANON RESET
 LX4800  PID         -  LX4800
 LX4800  STATE/COUNTY-  CT/NEW LONDON
 LX4800  USGS QUAD   -  FITCHVILLE (1983)
 LX4800
 LX4800                         *CURRENT SURVEY CONTROL
 LX4800  ___________________________________________________________________
 LX4800* NAD 83(1996)-  41 36 25.78040(N)    072 14 36.71785(W)     ADJUSTED  
 LX4800* NAVD 88     -       177.62   (+/-2cm)     582.7    (feet)  VERTCON   
 LX4800  ___________________________________________________________________
 LX4800  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX4800  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX4800
 LX4800  HORZ ORDER  -  FIRST
 LX4800  VERT ORDER  -  THIRD ? (See Below)
 LX4800
 LX4800.The horizontal coordinates were established by classical geodetic methods
 LX4800.and adjusted by the National Geodetic Survey in August 1998..
 LX4800
 LX4800.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4800.The vertical order pertains to the NGVD 29 superseded value.
 LX4800
 LX4800.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4800
 LX4800.The geoid height was determined by GEOID03.
 LX4800
 LX4800;                    North         East     Units Scale Factor Converg.
 LX4800;SPC CT       -   238,464.412   347,017.981   MT  0.99998396   +0 20 08.9
 LX4800;SPC CT       -   782,361.99  1,138,508.16   sFT  0.99998396   +0 20 08.9
 LX4800;UTM  18      - 4,609,831.639   729,693.363   MT  1.00024930   +1 49 52.1
 LX4800
 LX4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4800!SPC CT       -   0.99997685  x   0.99998396  =   0.99996081
 LX4800!UTM  18      -   0.99997685  x   1.00024930  =   1.00022615
 LX4800
 LX4800:                Primary Azimuth Mark                     Grid Az
 LX4800:SPC CT       -  999                                      005 34 49.8
 LX4800:UTM  18      -  999                                      004 05 06.6
 LX4800
 LX4800|---------------------------------------------------------------------|
 LX4800| PID    Reference Object                     Distance      Geod. Az  |
 LX4800|                                                           dddmmss.s |
 LX4800| LX4815 999                                 APPROX. 2.0 KM 0055458.7 |
 LX4800| CZ6673 LEBANON RM 2                         31.824 METERS 01526     |
 LX4800| CZ6675 LEBANON RM 4                         36.805 METERS 03322     |
 LX4800| LX4827 LEBANON FIRST CONG CH SPIRE         APPROX. 4.1 KM 0380158.1 |
 LX4800| CZ6674 LEBANON RM 3                         19.550 METERS 24439     |
 LX4800| CZ6672 LEBANON RM 1                         17.343 METERS 28012     |
 LX4800|---------------------------------------------------------------------|
 LX4800
 LX4800                          SUPERSEDED SURVEY CONTROL
 LX4800
 LX4800  NAD 83(1992)-  41 36 25.77972(N)    072 14 36.71746(W) AD(       ) 1
 LX4800  NAD 83(1986)-  41 36 25.78090(N)    072 14 36.71928(W) AD(       ) 1
 LX4800  NAD 27      -  41 36 25.42367(N)    072 14 38.43043(W) AD(       ) 1
 LX4800  NGVD 29 (07/19/86)  177.90   (m)          583.7    (f) LEVELING    3  
 LX4800
 LX4800.Superseded values are not recommended for survey control.
 LX4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4800.See file dsdata.txt to determine how the superseded data were derived.
 LX4800
 LX4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2969309832(NAD 83)
 LX4800_MARKER: DE = TRAVERSE STATION DISK
 LX4800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4800
 LX4800  HISTORY     - Date     Condition        Report By
 LX4800  HISTORY     - 1942     MONUMENTED       CTGS
 LX4800  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX4800  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX4800  HISTORY     - 1975     GOOD             NGS
 LX4800
 LX4800                          STATION DESCRIPTION
 LX4800
 LX4800'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX4800'STATION IS ON GOSHEN HILL ABOUT 2-1/2 MILES SE OF LEBANON CENTER
 LX4800'IN THE TOWN OF LEBANON.  STATION MARK IS A STANDARD TRAVERSE
 LX4800'DISK MARKED U.S. COAST AND GEODETIC SURVEY STAMPED LEBANON
 LX4800'1942, SET IN CONCRETE POST, TOP FLUSH WITH GROUND.  UNDERGROUND
 LX4800'MARK IS A STANDARD TRAVERSE DISK STAMPED LEBANON 1942 THREE FEET
 LX4800'UNDERGROUND.
 LX4800'
 LX4800'TO REACH FROM THE INTERSECTION OF ROUTES 207 AND 87 (LYMAN
 LX4800'MEMORIAL HIGH SCHOOL) GO S ON ROUTE 87 0.4 MILE, TURN RIGHT, W,
 LX4800'AND GO 1.6 MILES, BEAR LEFT AND GO 1.0 MILE, BEAR RIGHT 0.35
 LX4800'MILE TO TOP OF HILL AND STATION 96 FEET N OF GOSHEN HILL ROAD
 LX4800'(HARD ROAD), 39 FEET E OF BEN YORK ROAD (CENTER OF DIRT TRAVELED
 LX4800'WAY), AND 12 FEET W OF WIRE FENCE.
 LX4800'
 LX4800'R.M. NO. 1 IS A SMALL RAILROAD SPIKE IN TOP OF A CONCRETE
 LX4800'POST ABOUT 2 INCHES ABOVE GROUND.  IT IS 5 FEET E OF FACE OF
 LX4800'STONE WALL, 18 FEET W OF TRAVELED WAY OF BEN YORK ROAD AND 4 FEET
 LX4800'N OF N EDGE OF BARWAY IN STONE WALL.
 LX4800'
 LX4800'R.M. NO. 2 IS A SMALL RAILROAD SPIKE IN TOP OF A CONCRETE
 LX4800'POST FLUSH WITH GROUND.  IT IS 46 FEET E OF TRAVELED OF BEN YORK
 LX4800'ROAD, 2 FEET W OF FACE OF STONE WALL, 58 FEET S OF INTERSECTION
 LX4800'OF STONE WALL.
 LX4800
 LX4800                          STATION RECOVERY (1971)
 LX4800
 LX4800'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX4800'LEBANON 1942 THE STATION IS UNDER 4 FEET OF FILL.  RM 1
 LX4800'HAS BEEN DESTROYED PER LANDOWNERS REPORT ON CUTTING OF GROUND
 LX4800'SURFACE.  RM 2 IS ALSO BELIEVED TO BE BURIED.
 LX4800
 LX4800                          STATION RECOVERY (1972)
 LX4800
 LX4800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX4800'THE ORIGINAL SURFACE MARK WAS RECOVERED 38 INCHES BELOW GROUND
 LX4800'(IT HAD BEEN COVERED BY FILL).  THE OLD SPIKE REFERENCE MARKS
 LX4800'WERE NOT FOUND.  MON. 999 (CONN. G.S.), USED AS THE AZIMUTH MARK,
 LX4800'WAS RECOVERED IN GOOD CONDITION, BUT IS NOW BLOCKED BY TREES.  A
 LX4800'NEW SURFACE MARK WAS ESTABLISHED, IN ADDITION TO 2 NEW REFERENCE
 LX4800'MARKS.
 LX4800'
 LX4800'STATION IS LOCATED ON AN 8-FOOT CUTBANK IN THE NORTHEAST ANGLE
 LX4800'OF CROSSROAD INTERSECTION OF GOSHEN HILL RD. AND YORK RD.
 LX4800'
 LX4800'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND 85 IN
 LX4800'COLCHESTER, GO NORTHEAST ON HIGHWAY 16 FOR 3.15 MILES TO COLCHESTER
 LX4800'LEBANON TOWN LINE.  CONTINUE FOR 0.9 MILE TO CROSSROAD.  GO RIGHT
 LX4800'ON GOSHEN HILL ROAD, FOR 2.1 MILES TO TOP OF HILL AND STATION ON
 LX4800'LEFT.
 LX4800'
 LX4800'STATION MARK IS A STANDARD NGS DISK STAMPED LEBANON 1942 1972, SET
 LX4800'IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT PROJECTING 2
 LX4800'INCHES.  IT IS 98 FEET NORTH OF CENTER LINE OF GOSHEN HILL ROAD,
 LX4800'38 FEET EAST OF CENTER LINE OF YORK ROAD, 12-1/2 FEET WEST OF
 LX4800'STONE FENCE, 51 FEET EAST OF POWER POLE 3434, 95 FEET WEST OF
 LX4800'SOUTHWEST CORNER OF BREEZEWAY OF A HOUSE, 2 FEET SOUTH OF RANGE
 LX4800'OF SOUTH SIDE OF THE HOUSE, AND 4.4 FEET NORTH-NORTHEAST OF A
 LX4800'METAL WITNESS POST.
 LX4800'
 LX4800'UNDERGROUND MARK (ORIGINAL SURFACE MARK) IS A CONN. G.S. DISK
 LX4800'STAMPED LEBANON 1942, SET IN THE TOP OF A CONCRETE MONUMENT 38
 LX4800'INCHES BELOW GROUND.  NOTE--THE ORIGINAL UNDERGROUND MARK, REPORTED
 LX4800'TO BE A TRAVERSE DISK STAMPED LEBANON 1942, WOULD BE 3 FEET BELOW
 LX4800'THIS MARK.
 LX4800'
 LX4800'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED LEBANON
 LX4800'1942 NO 3 1972, CEMENTED IN A DRILL HOLE IN A SMALL ROCK OUTCROP
 LX4800'PROJECTING 1 INCH FROM LAWN.  31 FEET SOUTH OF POWER POLE 3434,
 LX4800'15 FEET WEST OF CENTER LINE OF YORK ROAD, AND 8.2 FEET LOWER THAN
 LX4800'STATION MARK.
 LX4800'
 LX4800'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED LEBANON
 LX4800'1942 NO 4 1972, CEMENTED IN A DRILL HOLE IN A 2 X 2-FOOT LEDGE
 LX4800'OUTCROP PROJECTING 2 INCHES, LOCATED IN MEADOW, 33 FEET EAST OF
 LX4800'STONE FENCE, AND 87 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF
 LX4800'HOUSE.
 LX4800'
 LX4800'MON. 99 (CONN. G.S.) 1942 IS A USC AND GS AND STATE SURVEY DISK,
 LX4800'STAMPED 999, SET IN THE TOP OF A 6-INCH-SQUARE, CONCRETE POST P
 LX4800'PROJECTING 3 INCHES.  IT IS ON ROAD RIGHT-OF-WAY, 72 FEET SOUTH
 LX4800'OF CENTER LINE OF STATE HIGHWAY 207, 12 FEET NORTH OF A STONE
 LX4800'FENCE.  106 FEET WEST-SOUTHWEST OF POWER POLE 76, 30.8 FEET
 LX4800'SOUTHEAST OF POWER POLE 77, AND 6,673 FEET NORTH OF STATION.
 LX4800'
 LX4800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4800'5 MILES NORTHEAST OF COLCHESTER.
 LX4800
 LX4800                          STATION RECOVERY (1975)
 LX4800
 LX4800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4800'STATION, REFERENCE MARKS 3 AND 4 AND 999 (CGS) USED AS AN
 LX4800'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 LX4800'REFERENCE MARK 3 AND 4 CHECKED.  THE DIRECTION TO REFERENCE MARKS 3
 LX4800'AND 4 AND 999 (CGS) CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX4800'
 LX4800'STATION IS ABOUT 5 MILES NORTHEAST OF COLCHESTER, 2-1/2 MILES
 LX4800'SOUTHWEST OF LEBANON, AT THE JUNCTION OF GOSHEN HILL ROAD AND YORK
 LX4800'ROAD AND ON PROPERTY OWNED BY THE TOWN OF LEBANON.
 LX4800'
 LX4800'TO REACH THE STATION FROM THE NORTH 1 OF 2 JUNCTIONS OF STATE
 LX4800'HIGHWAYS 16 AND 85 IN COLCHESTER, GO NORTHEAST ON HIGHWAY 16 FOR
 LX4800'3.0 MILES TO THE COLCHESTER-LEBANON TOWN LINE.  CONTINUE NORTHEAST
 LX4800'ON HIGHWAY 16 FOR 1.2 MILES TO THE JUNCTION OF GOSHEN HILL ROAD
 LX4800'ON THE RIGHT.  (TO REACH THE AZIMUTH MARK (999 CGS) FROM HERE,
 LX4800'CONTINUE NORTHEAST ON HIGHWAY 16 FOR 0.6 MILE TO THE JUNCTION OF
 LX4800'STATE HIGHWAY 207.  TURN RIGHT AND GO EASTERLY ON HIGHWAY 207
 LX4800'FOR 1.7 MILES TO THE MARK ON THE RIGHT ABOUT 0.05 MILE BEFORE
 LX4800'REACHING A TEXACO SERVICE STATION ON THE RIGHT.) TURN RIGHT AND
 LX4800'GO SOUTHEAST ON GOSHEN HILL ROAD FOR 1.7 MILES TO THE
 LX4800'JUNCTION OF YORK ROAD ON THE LEFT AND THE STATION ON THE LEFT
 LX4800'AS DESCRIBED.
 LX4800'
 LX4800'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED LEBANON
 LX4800'1942 1972.  THE UNDERGROUND MARK IS A U.S. COAST AND GEODETIC
 LX4800'SURVEY AND STATE SURVEY DISK STAMPED LEBANON 1942 AND IS ABOUT 38
 LX4800'INCHES BELOW THE SURFACE MARK (THIS IS THE ORIGINAL SURFACE
 LX4800'MARK).  THE ORIGINAL UNDERGROUND MARK IS REPORTED TO BE A
 LX4800'TRAVERSE DISK STAMPED LEBANON 1942 AND IT WOULD BE ABOUT 3 FEET
 LX4800'BELOW THIS MARK.  THEY ARE 98 FEET NORTH OF CENTER OF GOSHEN
 LX4800'HILL ROAD, 69 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE, 33
 LX4800'FEET EAST OF CENTER OF YORK ROAD (UNDER CONSTRUCTION AT THIS
 LX4800'TIME), 12 FEET WEST OF A ROCK FENCE AND 4.5 FEET NORTHEAST OF A
 LX4800'METAL WITNESS POST.
 LX4800'
 LX4800'REFERENCE MARK 3, STAMPED LEBANON 1942 NO 3 1972, IS A STANDARD
 LX4800'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH PROJECTS ABOUT
 LX4800'1-INCH ABOVE THE GROUND SURFACE.  IT IS 66 FEET NORTH OF CENTER OF
 LX4800'GOSHEN HILL ROAD, 31 FEET SOUTH OF POWER POLE NUMBER 3434 AND 19
 LX4800'FEET WEST OF YORK ROAD.
 LX4800'
 LX4800'REFERENCE MARK 4, STAMPED LEBANON 1942 1972 NO 4, IS A STANDARD
 LX4800'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS FLUSH
 LX4800'WITH THE GROUND SURFACE.  IT IS 76 FEET NORTH OF THE NORTHWEST
 LX4800'CORNER OF THE HOUSE AND 30.4 FEET EAST OF THE ROCK
 LX4800'FENCE.
 LX4800'
 LX4800'(AZIMUTH MARK), STAMPED NO 999, IS A U.S. COAST AND GEODETIC
 LX4800'SURVEY AND STATE SURVEY DISK SET IN 6 BY 6-INCH CONCRETE POST
 LX4800'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX4800'106 FEET SOUTHWEST OF POWER POLE NUMBER 76, 72.5 FEET SOUTH OF
 LX4800'CENTER OF STATE HIGHWAY 207, 30 FEET SOUTHEAST OF POWER POLE
 LX4800'NUMBER 77, 12 FEET NORTH OF A ROCK FENCE AND 1.5 FEET EAST OF A
 LX4800'METAL WITNESS POST.
 LX4800'
 LX4800'NOTE--NO MEASUREMENT BETWEEN RMS.  LINE OF SIGHT OBSTRUCTED BY
 LX4800'A CUTBACK.
 LX4800'
 LX4800'HEIGHT OF LIGHT ABOVE STATION MARK 73.4 FEET.
 LX4800'
 LX4800'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4800'2-1/2 MILES SOUTHWEST OF LEBANON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5082 ***********************************************************************
 LX5082  DESIGNATION -  LEDGE RESET
 LX5082  PID         -  LX5082
 LX5082  STATE/COUNTY-  CT/NEW LONDON
 LX5082  USGS QUAD   -  UNCASVILLE (1984)
 LX5082
 LX5082                         *CURRENT SURVEY CONTROL
 LX5082  ___________________________________________________________________
 LX5082* NAD 83(1996)-  41 25 09.96081(N)    072 05 49.98322(W)     ADJUSTED  
 LX5082* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5082  ___________________________________________________________________
 LX5082  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LX5082  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX5082
 LX5082  HORZ ORDER  -  THIRD
 LX5082
 LX5082.The horizontal coordinates were established by classical geodetic methods
 LX5082.and adjusted by the National Geodetic Survey in August 1998..
 LX5082
 LX5082.The orthometric height was scaled from a topographic map.
 LX5082
 LX5082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5082
 LX5082.The geoid height was determined by GEOID03.
 LX5082
 LX5082;                    North         East     Units Scale Factor Converg.
 LX5082;SPC CT       -   217,697.402   359,371.609   MT  0.99998512   +0 25 58.2
 LX5082;SPC CT       -   714,228.89  1,179,038.35   sFT  0.99998512   +0 25 58.2
 LX5082;UTM  18      - 4,589,387.130   742,587.412   MT  1.00032429   +1 55 16.7
 LX5082
 LX5082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5082!SPC CT       -   1.00000482  x   0.99998512  =   0.99998994
 LX5082!UTM  18      -   1.00000482  x   1.00032429  =   1.00032911
 LX5082
 LX5082:                Primary Azimuth Mark                     Grid Az
 LX5082:SPC CT       -  YALE FLAGPOLE                            011 49 50.8
 LX5082:UTM  18      -  YALE FLAGPOLE                            010 20 32.3
 LX5082
 LX5082|---------------------------------------------------------------------|
 LX5082| PID    Reference Object                     Distance      Geod. Az  |
 LX5082|                                                           dddmmss.s |
 LX5082| LX5085 YALE FLAGPOLE                       APPROX. 1.3 KM 0121549.0 |
 LX5082| LX5097 TRANSMISSION TOWER                  APPROX. 2.1 KM 0220450.4 |
 LX5082| LX5096 HARVARDS CHIMNEY                    APPROX. 0.8 KM 0654947.6 |
 LX5082| LX5093 HARVARD BOATHOUSE CUPOLA            APPROX. 0.6 KM 0955940.2 |
 LX5082| LX5136 ICE HOUSE LIGHT 3                   414.682 METERS 1144726.0 |
 LX5082| LX5088 COW POINT LIGHT 4                   APPROX. 1.1 KM 1621300.0 |
 LX5082| CZ6676 LEDGE RM 1                            4.520 METERS 32801     |
 LX5082| CZ6677 LEDGE RM 2                                         34550     |
 LX5082|---------------------------------------------------------------------|
 LX5082
 LX5082                          SUPERSEDED SURVEY CONTROL
 LX5082
 LX5082  NAD 83(1992)-  41 25 09.95976(N)    072 05 49.98249(W) AD(       ) 3
 LX5082  NAD 83(1986)-  41 25 09.96060(N)    072 05 49.98606(W) AD(       ) 3
 LX5082  NAD 27      -  41 25 09.61400(N)    072 05 51.70900(W) AD(       ) 3
 LX5082
 LX5082.Superseded values are not recommended for survey control.
 LX5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5082.See file dsdata.txt to determine how the superseded data were derived.
 LX5082
 LX5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4258789387(NAD 83)
 LX5082_MARKER: DD = SURVEY DISK
 LX5082_SETTING: 66 = SET IN ROCK OUTCROP
 LX5082_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX5082_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5082+STABILITY: POSITION/ELEVATION WELL
 LX5082
 LX5082  HISTORY     - Date     Condition        Report By
 LX5082  HISTORY     - 1934     MONUMENTED       USE
 LX5082  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5082  HISTORY     - 1989     GOOD             USPSQD
 LX5082  HISTORY     - 1990     GOOD             USPSQD
 LX5082  HISTORY     - 20020328 POOR             USPSQD
 LX5082
 LX5082                          STATION DESCRIPTION
 LX5082
 LX5082'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5082'THE STATION IS ON A SMALL LEDGE POINT ON THE W SIDE OF THE
 LX5082'THAMES RIVER, ABOUT ONE MILE N OF THE SUBMARINE BASE AND
 LX5082'OPPOSITE THE HARVARD BOATHOUSE.  IT IS THE FIRST POINT S OF THE
 LX5082'STANDS AT THE STARTING LINE OF THE YALE-HARVARD BOAT RACE.  IT
 LX5082'IS BEST REACHED FROM THE INTERSECTION OF STATE HIGHWAY NO.32
 LX5082'AND LATHROP ROAD.  GO 0.1 MILE ON LATHROP ROAD, TURN RIGHT AT
 LX5082'THE CEMETERY AND FOLLOW THIS ROAD TO THE SHORE.  THE STATION IS
 LX5082'MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN THE SE CORNER
 LX5082'OF THE LEDGE.
 LX5082'
 LX5082'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX5082'A BOULDER NW OF THE STATION.  REFERENCE MARK NO.2 IS A STANDARD
 LX5082'DISK SET IN A DRILL HOLE IN THE SAME LEDGE AS THE STATION, AND
 LX5082'N OF IT.
 LX5082'
 LX5082'THE DISTANCES TO REFERENCE MARKS ARE INTERCHANGED FROM THE WAY
 LX5082'THEY APPEAR IN THE DESCRIPTION ABOVE.
 LX5082'BELOW.  AZIMUTHS AVAILABLE AT THE WASHINGTON OFFICE INDICATE
 LX5082'THERE ARE SOME ERRORS IN RELATIVE DIRECTIONS.
 LX5082'
 LX5082'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5082
 LX5082                          STATION RECOVERY (1960)
 LX5082
 LX5082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5082'STATION RECOVERED IN FAIR CONDITION.  THE STANDARD DISK HAS
 LX5082'BEEN PARTIALLY BROKEN AWAY, BUT THE CENTER TRIANGLE AND DOT
 LX5082'REMAIN, AND APPEAR TO BE UNMOVED.  THE ORIGINAL DESCRIPTION IS
 LX5082'ADEQUATE WITH THE FOLLOWING ADDITIONS.
 LX5082'
 LX5082'TO REACH STATION FROM NEW LONDON AT RTES. 1 AND 32, TAKE
 LX5082'CONN. 32 NORTH ABOUT 3.2 MILES, BEAR RIGHT (EAST) ON LANTHROP
 LX5082'RD., GO ABOUT .1 MILE (OPPOSITE SOUTH END OF CEMETERY) AND TURN
 LX5082'LEFT (S.E.) ON UPPER BARTLETT RD.  FOLLOW THIS ROAD DIRECTLY
 LX5082'TOWARD SHORE.  FROM LAST HOUSE TOWARD SHORE ON UPPER BARTLETT
 LX5082'RD., WALK DOWN THE BLUFF, ACROSS RR TRACKS, SOUTH ABOUT 100
 LX5082'YARDS TO STATION.
 LX5082'
 LX5082'THE REFERENCE MARKS WERE INTERCHANGED IN THE ORIGINAL
 LX5082'DESCRIPTION.  THE CORRECT ORIENTATION IS SHOWN BELOW WITH
 LX5082'HORIZONTAL DISTANCES.
 LX5082
 LX5082                          STATION RECOVERY (1989)
 LX5082
 LX5082'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5082'RECOVERED IN GOOD CONDITION.
 LX5082
 LX5082                          STATION RECOVERY (1990)
 LX5082
 LX5082'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5082'RECOVERED IN GOOD CONDITION.
 LX5082
 LX5082                          STATION RECOVERY (2002)
 LX5082
 LX5082'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX5082'ONLY THE CENTER OF THE STATION DISK REMAINS.  RM1 AND RM2 FOUND
 LX5082'VANDALIZED WITH PAINT.  LOCATION OF RM1 IS 22.7 METERS FROM STATION,
 LX5082'AND 22.5 METERS E OF E RR TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5223 ***********************************************************************
 LX5223  DESIGNATION -  LEDGE RESET
 LX5223  PID         -  LX5223
 LX5223  STATE/COUNTY-  CT/NEW LONDON
 LX5223  USGS QUAD   -  NEW LONDON (1984)
 LX5223
 LX5223                         *CURRENT SURVEY CONTROL
 LX5223  ___________________________________________________________________
 LX5223* NAD 83(1996)-  41 20 21.18277(N)    072 04 49.65458(W)     ADJUSTED  
 LX5223* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5223  ___________________________________________________________________
 LX5223  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LX5223  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX5223
 LX5223  HORZ ORDER  -  THIRD
 LX5223
 LX5223.The horizontal coordinates were established by classical geodetic methods
 LX5223.and adjusted by the National Geodetic Survey in August 1998..
 LX5223
 LX5223.The orthometric height was scaled from a topographic map.
 LX5223
 LX5223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5223
 LX5223.The geoid height was determined by GEOID03.
 LX5223
 LX5223;                    North         East     Units Scale Factor Converg.
 LX5223;SPC CT       -   208,799.603   360,841.532   MT  0.99998887   +0 26 38.2
 LX5223;SPC CT       -   685,036.70  1,183,860.93   sFT  0.99998887   +0 26 38.2
 LX5223;SPC NY L     -   131,972.925   460,662.218   MT  1.00003129   +1 15 19.9
 LX5223;SPC NY L     -   432,981.17  1,511,355.96   sFT  1.00003129   +1 15 19.9
 LX5223;UTM  18      - 4,580,527.436   744,288.314   MT  1.00033449   +1 55 45.7
 LX5223;UTM  19      - 4,580,993.591   242,245.376   MT  1.00041771   -2 02 08.9
 LX5223
 LX5223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5223!SPC CT       -   1.00000485  x   0.99998887  =   0.99999372
 LX5223!SPC NY L     -   1.00000485  x   1.00003129  =   1.00003614
 LX5223!UTM  18      -   1.00000485  x   1.00033449  =   1.00033934
 LX5223!UTM  19      -   1.00000485  x   1.00041771  =   1.00042256
 LX5223
 LX5223:                Primary Azimuth Mark                     Grid Az
 LX5223:SPC CT       -  ELECTRIC BOAT WORKS HIGH TANK            007 24 05.7
 LX5223:SPC NY L     -  ELECTRIC BOAT WORKS HIGH TANK            006 35 24.0
 LX5223:UTM  18      -  ELECTRIC BOAT WORKS HIGH TANK            005 54 58.2
 LX5223:UTM  19      -  ELECTRIC BOAT WORKS HIGH TANK            009 52 52.8
 LX5223
 LX5223|---------------------------------------------------------------------|
 LX5223| PID    Reference Object                     Distance      Geod. Az  |
 LX5223|                                                           dddmmss.s |
 LX5223| LX5220 ELECTRIC BOAT WORKS HIGH TANK       APPROX. 0.6 KM 0075043.9 |
 LX5223| CZ6677 LEDGE RM 2                           28.170 METERS 09321     |
 LX5223| CZ6678 LEDGE RM 3                           20.963 METERS 13042     |
 LX5223| LX5216 GROTON WOOD TANK                    APPROX. 0.6 KM 1544621.0 |
 LX5223| LX5218 FISHERY STACK                       APPROX. 0.7 KM 1714736.7 |
 LX5223| LX5228 CLARKE FLAGPOLE                     APPROX. 2.1 KM 1974924.6 |
 LX5223| LX5229 JOHNSTONS FLAGPOLE                  APPROX. 1.7 KM 2052820.2 |
 LX5223| LX5240 WHITE CO STACK                      APPROX. 1.6 KM 2923007.9 |
 LX5223| LX5235 FORT TRUMBULL FLAGPOLE              APPROX. 1.2 KM 2950744.6 |
 LX5223| LX5231 FORT TRUMBULL BLACK TANK            APPROX. 1.2 KM 2960254.5 |
 LX5223| LX5233 CONN LIGHT AND POWER CO TANK        APPROX. 2.2 KM 3301437.9 |
 LX5223| LX5301 CENTRAL VT RR PIER RAD MAST         APPROX. 2.1 KM 3364125.9 |
 LX5223| LX5232 NEW LONDON BLACK TK RR BRIDGE       APPROX. 2.5 KM 3374500.7 |
 LX5223| CZ6676 LEDGE RM 1                           20.480 METERS 35453     |
 LX5223| CZ7838 LEDGE RING BOLT                      41.550 METERS 35613     |
 LX5223|---------------------------------------------------------------------|
 LX5223
 LX5223                          SUPERSEDED SURVEY CONTROL
 LX5223
 LX5223  NAD 83(1992)-  41 20 21.18164(N)    072 04 49.65374(W) AD(       ) 3
 LX5223  NAD 83(1986)-  41 20 21.18236(N)    072 04 49.65849(W) AD(       ) 3
 LX5223  NAD 27      -  41 20 20.83400(N)    072 04 51.38500(W) AD(       ) 3
 LX5223
 LX5223.Superseded values are not recommended for survey control.
 LX5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5223.See file dsdata.txt to determine how the superseded data were derived.
 LX5223
 LX5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4428880527(NAD 83)
 LX5223_MARKER: H = DRILL HOLE
 LX5223_SETTING: 66 = SET IN ROCK OUTCROP
 LX5223_SP_SET: SET IN A ROCK LEDGE
 LX5223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5223+STABILITY: POSITION/ELEVATION WELL
 LX5223
 LX5223  HISTORY     - Date     Condition        Report By
 LX5223  HISTORY     - 1932     MONUMENTED       USE
 LX5223  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5223  HISTORY     - 1954     GOOD             CGS
 LX5223  HISTORY     - 1960     GOOD             CGS
 LX5223  HISTORY     - 1968     GOOD             CGS
 LX5223  HISTORY     - 1971     GOOD             CTDT
 LX5223
 LX5223                          STATION DESCRIPTION
 LX5223
 LX5223'DESCRIBED BY US ENGINEERS 1932 (MHR)
 LX5223'THIS STATION IS MARKED BY A DRILL HOLE WITHIN A TRIANGLE CUT IN A
 LX5223'LARGE PROMINENT BARE LEDGE LOCATED APPROXIMATELY 1000 FEET N OF
 LX5223'THE TEXAS OIL COMPANYS SMALL SUSPENSION BRIDGE ON THE E SIDE OF
 LX5223'NEW LONDON HARBOR.  THE STATION IS APPROXIMATELY 20 FEET FROM THE
 LX5223'WATERS EDGE.
 LX5223
 LX5223                          STATION RECOVERY (1934)
 LX5223
 LX5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5223'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  THE
 LX5223'STATION WAS REMARKED AS FOLLOWS--
 LX5223'
 LX5223'A STANDARD DISC WAS CEMENTED IN THE DRILL HOLE.
 LX5223'
 LX5223'REFERENCE MARK NO. 1 IS A STANDARD DISC CEMENTED IN A DRILL
 LX5223'HOLE NORTHEASTERLY OF THE STATION.  REFERENCE MARK NO. 2 IS A
 LX5223'STANDARD DISC CEMENTED IN A DRILL HOLE IN THE LEDGE SOUTHEASTERLY
 LX5223'OF THE STATION.
 LX5223
 LX5223                          STATION RECOVERY (1954)
 LX5223
 LX5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5223'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE 1934
 LX5223'DESCRIPTION BY G.C.M. IS ADEQUATE, EXCEPT FOR DESCREPANCY BETWEEN
 LX5223'DATE OF STATION AND STAMPING.  DISKS ARE STAMPED LEDGE 1934,
 LX5223'LEDGE NO 1 1934, AND LEDGE NO 2 1934.
 LX5223
 LX5223                          STATION RECOVERY (1960)
 LX5223
 LX5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5223'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS ARE IN GOOD
 LX5223'CONDITION.  DESCRIPTIONS ARE ADEQUATE.  THE DISTANCE TO RM 2 OF
 LX5223'28.75 IS A SLOPE DISTANCE.  THE HORIZONTAL MEASUREMENT IS 28.17 M.
 LX5223
 LX5223                          STATION RECOVERY (1968)
 LX5223
 LX5223'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 LX5223'STATION MARK, RMS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  RM
 LX5223'1 WILL BE COVERED BY DEEP FILL WHEN A PROPOSED PIER IS COMPLETED
 LX5223'DURING THE EXTENSION OF GENERAL DYNAMICS FACILITIES.  THE STATION
 LX5223'MARK IS ABOUT 30 FEET SOUTH OF THE SOUTH EDGE OF THE PROPOSED
 LX5223'FILL, AND THE SAME SOUTH OF THE SOUTH PROPERTY LINE OF GENERAL
 LX5223'DYNAMICS, ON A POINT OF LAND CONSISTING ENTIRELY OF ROCK OUTCROP.
 LX5223'
 LX5223'RM 3 WAS ESTABLISHED AT THIS TIME.  IT IS A STANDARD DISK
 LX5223'STAMPED LEDGE NO 3 1932 1968, SET IN A DRILL HOLE IN BEDROCK, JUST
 LX5223'ABOVE HIGH WATER LINE, AND ABOUT THE SAME ELEVATION AS THE STATION
 LX5223'MARK.
 LX5223'
 LX5223'RM 2 IS A STANDARD DISK STAMPED LEDGE NO 2 1932, SET IN A DRILL
 LX5223'HOLE IN BEDROCK, AND IS APPROXIMATELY 15 FEET HIGHER THAN THE
 LX5223'STATION MARK.
 LX5223'
 LX5223'ACCESS TO THE STATION THROUGH GENERAL DYNAMICS AREA REQUIRES
 LX5223'SECURITY CLEARANCE AND PROBABLY AN ESCORT.  ARRANGEMENTS SHOULD
 LX5223'BE MADE IN ADVANCE, IF POSSIBLE.  IT IS POSSIBLE TO WALK NORTH
 LX5223'ALONG THE SHORE OF THE THAMES RIVER FROM HESS OIL COMPANY PROPERTY
 LX5223'AT THIS TIME (ABOUT A QUARTER MILE), OR ALONG PARALLEL
 LX5223'RAILROAD TRACKS.
 LX5223'
 LX5223'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5223'AT GROTON.
 LX5223
 LX5223                          STATION RECOVERY (1971)
 LX5223
 LX5223'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5223'THE STATION, LEDGE 1934, AND REFERENCE MARK 3 1934 1968 WERE FOUND
 LX5223'IN GOOD CONDITION.  NO INFORMATION ABOUT OTHER REFERENCE MARKS
 LX5223'WAS AVAILABLE.
 LX5223'
 LX5223'THE STATION IS ON THE EAST SIDE OF THE THAMES RIVER ABOUT 800
 LX5223'FEET NORTH OF THE LAST HESS TANK 75 FEET IN DIAMETCK.  IT IS 620
 LX5223'FEET WEST OF THE INTERSECTION OF EASTERN POINT ROAD AND NICHOLAS
 LX5223'AVENUE AND 190 FEET WEST OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3415 ***********************************************************************
 LW3415  DESIGNATION -  LEDWOOD
 LW3415  PID         -  LW3415
 LW3415  STATE/COUNTY-  CT/NEW LONDON
 LW3415  USGS QUAD   -  MYSTIC (1984)
 LW3415
 LW3415                         *CURRENT SURVEY CONTROL
 LW3415  ___________________________________________________________________
 LW3415* NAD 83(1996)-  41 20 05.43024(N)    071 53 16.39165(W)     ADJUSTED  
 LW3415* NAVD 88     -         4.6    (meters)      15.     (feet)  VERTCON   
 LW3415  ___________________________________________________________________
 LW3415  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 LW3415  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3415
 LW3415  HORZ ORDER  -  SECOND
 LW3415
 LW3415.The horizontal coordinates were established by classical geodetic methods
 LW3415.and adjusted by the National Geodetic Survey in August 1998..
 LW3415
 LW3415.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3415
 LW3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3415
 LW3415.The geoid height was determined by GEOID03.
 LW3415
 LW3415;                    North         East     Units Scale Factor Converg.
 LW3415;SPC CT       -   208,456.516   376,964.381   MT  0.99998913   +0 34 17.9
 LW3415;SPC CT       -   683,911.09  1,236,757.31   sFT  0.99998913   +0 34 17.9
 LW3415;SPC RI       -    28,004.422    67,530.979   MT  1.00000672   -0 15 22.3
 LW3415;SPC RI       -    91,877.84    221,557.89   sFT  1.00000672   -0 15 22.3
 LW3415;UTM  19      - 4,579,952.837   258,344.377   MT  1.00031875   -1 54 29.7
 LW3415
 LW3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3415!SPC CT       -   1.00000408  x   0.99998913  =   0.99999321
 LW3415!SPC RI       -   1.00000408  x   1.00000672  =   1.00001080
 LW3415!UTM  19      -   1.00000408  x   1.00031875  =   1.00032284
 LW3415
 LW3415|---------------------------------------------------------------------|
 LW3415| PID    Reference Object                     Distance      Geod. Az  |
 LW3415|                                                           dddmmss.s |
 LW3415| CB7850 LEDWOOD RM 2                          8.480 METERS 03018     |
 LW3415| LW3357 KING HOUSE SOUTH GABLE              APPROX. 1.0 KM 0424958.6 |
 LW3415| LW3277 FORT HILL NEW TANK                  APPROX. 6.0 KM 0860712.6 |
 LW3415| LW3316 PHELPS                              APPROX. 3.9 KM 1313958.7 |
 LW3415| LW3437 STONINGTON MUN TANK                 APPROX. 1.0 KM 2812400.0 |
 LW3415| LW3361 STONINGTON TOWN HALL TOWER          APPROX. 1.2 KM 2982640.8 |
 LW3415| CB7849 LEDWOOD RM 1                         11.671 METERS 31751     |
 LW3415|---------------------------------------------------------------------|
 LW3415
 LW3415                          SUPERSEDED SURVEY CONTROL
 LW3415
 LW3415  NAD 83(1992)-  41 20 05.42894(N)    071 53 16.39084(W) AD(       ) 2
 LW3415  NAD 83(1986)-  41 20 05.42852(N)    071 53 16.39328(W) AD(       ) 2
 LW3415  NAD 27      -  41 20 05.07257(N)    071 53 18.14055(W) AD(       ) 2
 LW3415  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 LW3415
 LW3415.Superseded values are not recommended for survey control.
 LW3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3415.See file dsdata.txt to determine how the superseded data were derived.
 LW3415
 LW3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5834479953(NAD 83)
 LW3415_MARKER: DS = TRIANGULATION STATION DISK
 LW3415_SETTING: 66 = SET IN ROCK OUTCROP
 LW3415_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3415+STABILITY: POSITION/ELEVATION WELL
 LW3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3415+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW3415
 LW3415  HISTORY     - Date     Condition        Report By
 LW3415  HISTORY     - 1934     MONUMENTED       CGS
 LW3415  HISTORY     - 1966     GOOD             CGS
 LW3415  HISTORY     - 1975     GOOD             NGS
 LW3415  HISTORY     - 1988     GOOD             USPSQD
 LW3415  HISTORY     - 20020219 GOOD             USPSQD
 LW3415
 LW3415                          STATION DESCRIPTION
 LW3415
 LW3415'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3415'THE STATION IS LOCATED ON THE EASTERLY OF TWO POINTS AT THE S
 LW3415'END OF LEDWOOD ISLAND, AND IS THE SMALLER OF THE TWO POINTS.  THE
 LW3415'STATION IS MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE
 LW3415'LEDGE.  THE ENTIRE ISLAND IS OWNED BY CLINTON E. FREEMAN.  THIS
 LW3415'ISLAND IS SOMETIMES REFERRED TO AS ELIHU ISLAND.
 LW3415'
 LW3415'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LW3415'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS NO. 1
 LW3415'AND NO. 2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK
 LW3415'AS DESCRIBED IN NOTE 12A.
 LW3415'
 LW3415'REFERENCE MARK NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3415'HOLES IN LEDGE NORTHWESTERLY AND NORTHEASTERLY OF THE STATION
 LW3415'RESPECTIVELY.
 LW3415'
 LW3415'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3415
 LW3415                          STATION RECOVERY (1966)
 LW3415
 LW3415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3415'RECOVERED AS DESCRIBED.
 LW3415'
 LW3415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3415'LEDWOODS ISLAND.
 LW3415
 LW3415                          STATION RECOVERY (1975)
 LW3415
 LW3415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3415'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW3415'CONDITION.  THE STATION WAS FOUND TO BE STAMPED LEADWOOD 1934
 LW3415'INSTEAD OF LEDWOOD 1934 AS LISTED ON ITS GEOGRAPHIC POSITION.  THE
 LW3415'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE LONGER BY 0.021
 LW3415'METERS, THE DISTANCE TO REFERENCE MARK 2 CHECKED AND THE
 LW3415'DISTANCE BETWEEN THE REFERENCE MARKS WAS FOUND SHORTER BY 0.037
 LW3415'METERS.  THE DIRECTION BETWEEN REFERENCE MARKS CHECKED.  A
 LW3415'COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3415'
 LW3415'STATION IS ABOUT 4 MILES SOUTHWEST OF PAWCATUCK, 1 MILE
 LW3415'SOUTHEAST OF STONINGTON AND ON THE EASTERLY 1 OF 2 POINTS AT
 LW3415'THE SOUTH END OF ELIHU ISLAND.
 LW3415'
 LW3415'TO REACH THE STATION FROM THE EAST 1 OF 2 JUNCTIONS OF U.S.
 LW3415'HIGHWAY 1 AND 1A AT THE EAST EDGE OF STONINGTON, GO
 LW3415'SOUTHWESTERLY ON HIGHWAY 1A FOR 0.65 MILE TO A FORK.  TAKE THE
 LW3415'LEFT FORK AND CONTINUE SOUTHWESTERLY ON ELM STREET FOR 0.15
 LW3415'MILE TO THE JUNCTION OF MEADOW AVENUE ON THE LEFT.  TURN LEFT
 LW3415'AND GO SOUTH ON MEADOW AVENUE FOR 0.1 MILE TO THE JUNCTION OF
 LW3415'ISLAND ROAD ON THE LEFT.  TURN LEFT AND GO EAST AND SOUTH ON
 LW3415'ISLAND ROAD FOR 0.45 MILE TO A RAILROAD CROSSING AT THE NORTH
 LW3415'END OF A LEVEE.  CONTINUE SOUTH ACROSS THE LEVEE FOR 0.3 MILE
 LW3415'TO A LARGE WHITE HOUSE ON ELIHU ISLAND.  BEAR LEFT AROUND
 LW3415'THE EAST SIDE OF THE HOUSE AND GO SOUTH ACROSS THE LAWN FOR
 LW3415'0.2 MILE TO THE SOUTH TIP OF THE EASTERLY 1 OF 2 POINTS AT THE
 LW3415'SOUTH END OF THE ISLAND.
 LW3415'
 LW3415'STATION MARK, STAMPED LEADWOOD 1934, IS A STANDARD DISK
 LW3415'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 LW3415'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 141 FEET
 LW3415'EAST-NORTHEAST OF THE SOUTH TIP OF THE POINT, 21 FEET SOUTHEAST
 LW3415'OF CENTER OF A GROUP OF 4 LARGE BOULDERS AND 6 FEET NORTHWEST
 LW3415'OF A ROCK LEDGE THAT DROPS OFF ABOUT 8 FEET.
 LW3415'
 LW3415'REFERENCE MARK 1, STAMPED LEADWOOD NO 1 1934, IS A STANDARD
 LW3415'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LW3415'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 148
 LW3415'FEET NORTHEAST OF THE SOUTH TIP OF THE POINT, 39 FEET NORTHWEST
 LW3415'OF THE ROCK LEDGE AND 19 FEET NORTH-NORTHWEST OF CENTER OF THE
 LW3415'4 LARGE BOULDERS.
 LW3415'
 LW3415'REFERENCE MARK 2, STAMPED LEADWOOD NO 2 1934, IS A STANDARD
 LW3415'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LW3415'PROJECTS ABOUT 6 INCHES ON THE WEST SIDE AND 6 FEET ON THE EAST
 LW3415'SIDE ABOVE THE GROUND SURFACE.  IT IS 168 FEET NORTHEAST OF THE
 LW3415'SOUTH TIP OF THE POINT, 33 FEET EAST OF CENTER OF THE BOULDERS
 LW3415'AND 2 FEET NORTHWEST OF THE ROCK LEDGE.
 LW3415'
 LW3415'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 FEET.
 LW3415'
 LW3415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3415'1 MILE SOUTHEAST OF STONINGTON.
 LW3415
 LW3415                          STATION RECOVERY (1988)
 LW3415
 LW3415'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3415'RECOVERED IN GOOD CONDITION.
 LW3415
 LW3415                          STATION RECOVERY (2002)
 LW3415
 LW3415'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3415'THE DISKS ARE STAMPED  LEADWOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5759 ***********************************************************************
 LX5759  DESIGNATION -  LEES CHIMNEY
 LX5759  PID         -  LX5759
 LX5759  STATE/COUNTY-  CT/NEW LONDON
 LX5759  USGS QUAD   -  HAMBURG (1984)
 LX5759
 LX5759                         *CURRENT SURVEY CONTROL
 LX5759  ___________________________________________________________________
 LX5759* NAD 83(1996)-  41 22 48.04960(N)    072 20 35.78078(W)     ADJUSTED  
 LX5759* NAVD 88     -                                                        
 LX5759  ___________________________________________________________________
 LX5759  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LX5759  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5759
 LX5759  HORZ ORDER  -  THIRD
 LX5759
 LX5759.The horizontal coordinates were established by classical geodetic methods
 LX5759.and adjusted by the National Geodetic Survey in August 1998..
 LX5759
 LX5759
 LX5759.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5759
 LX5759.The geoid height was determined by GEOID03.
 LX5759
 LX5759;                    North         East     Units Scale Factor Converg.
 LX5759;SPC CT       -   213,193.382   338,822.833   MT  0.99998672   +0 16 10.9
 LX5759;SPC CT       -   699,451.95  1,111,621.24   sFT  0.99998672   +0 16 10.9
 LX5759;UTM  18      - 4,584,349.674   722,156.810   MT  1.00020742   +1 45 25.0
 LX5759
 LX5759                          SUPERSEDED SURVEY CONTROL
 LX5759
 LX5759  NAD 83(1992)-  41 22 48.04869(N)    072 20 35.78039(W) AD(       ) 4
 LX5759  NAD 83(1986)-  41 22 48.05042(N)    072 20 35.78366(W) AD(       ) 4
 LX5759  NAD 27      -  41 22 47.70000(N)    072 20 37.50000(W) AD(       ) 3
 LX5759
 LX5759.Superseded values are not recommended for survey control.
 LX5759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5759.See file dsdata.txt to determine how the superseded data were derived.
 LX5759
 LX5759_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2215784350(NAD 83)
 LX5759
 LX5759  HISTORY     - Date     Condition        Report By
 LX5759  HISTORY     - 1934     MONUMENTED       CGS
 LX5759  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5759
 LX5759                          STATION DESCRIPTION
 LX5759
 LX5759'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5759'THE RESIDENCE OF CLARENCE LEE IS ON THE S SIDE OF THE STERLING
 LX5759'CITY ROAD, ABOUT 0.3 MILE EASTERLY OF ROUTE 86.  THE HOUSE IS
 LX5759'ABOUT 80 METERS S OF THE HIGHWAY AND ABOUT 40 FEET HIGHER IN
 LX5759'ELEVATION.  IT IS A 2-STORY WOODEN STRUCTURE WITH A SHINGLED
 LX5759'ROOF.  THE SIDES ARE PAINTED WHITE WITH SOLID GREEN SHUTTERS.  A
 LX5759'LOW MASONRY RETAINING WALL INCLOSES THE LAWN ON THE W AND N
 LX5759'SIDES.
 LX5759'
 LX5759'THE GABLE ENDS OF THE HOUSE FACE E AND W.  A PORCH IS ATTACHED
 LX5759'TO THE W END.  A SMALL 1-STORY WING EXTENDS FROM THE S SIDE.  THE
 LX5759'HOUSE HAS ONE CHIMNEY ON THE WING AND ANOTHER AT THE APEX OF
 LX5759'THE W GABLE.
 LX5759'
 LX5759'CENTER IS THE CENTER LINE OF THE CHIMNEY AT THE W GABLE.
 LX5759
 LX5759                          STATION RECOVERY (1961)
 LX5759
 LX5759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5759'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5759'IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5484 ***********************************************************************
 LX5484  DESIGNATION -  LEWIS
 LX5484  PID         -  LX5484
 LX5484  STATE/COUNTY-  CT/NEW LONDON
 LX5484  USGS QUAD   -  NIANTIC (1983)
 LX5484
 LX5484                         *CURRENT SURVEY CONTROL
 LX5484  ___________________________________________________________________
 LX5484* NAD 83(1996)-  41 19 31.23410(N)    072 11 11.96037(W)     ADJUSTED  
 LX5484* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5484  ___________________________________________________________________
 LX5484  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LX5484  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5484
 LX5484  HORZ ORDER  -  SECOND
 LX5484
 LX5484.The horizontal coordinates were established by classical geodetic methods
 LX5484.and adjusted by the National Geodetic Survey in August 1998..
 LX5484
 LX5484.The orthometric height was scaled from a topographic map.
 LX5484
 LX5484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5484
 LX5484.The geoid height was determined by GEOID03.
 LX5484
 LX5484;                    North         East     Units Scale Factor Converg.
 LX5484;SPC CT       -   207,195.321   351,963.044   MT  0.99998972   +0 22 24.7
 LX5484;SPC CT       -   679,773.32  1,154,732.09   sFT  0.99998972   +0 22 24.7
 LX5484;SPC NY L     -   130,242.900   451,806.995   MT  1.00002925   +1 11 09.9
 LX5484;SPC NY L     -   427,305.25  1,482,303.45   sFT  1.00002925   +1 11 09.9
 LX5484;UTM  18      - 4,578,692.984   735,451.573   MT  1.00028231   +1 51 31.0
 LX5484
 LX5484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5484!SPC CT       -   1.00000437  x   0.99998972  =   0.99999409
 LX5484!SPC NY L     -   1.00000437  x   1.00002925  =   1.00003362
 LX5484!UTM  18      -   1.00000437  x   1.00028231  =   1.00028668
 LX5484
 LX5484|---------------------------------------------------------------------|
 LX5484| PID    Reference Object                     Distance      Geod. Az  |
 LX5484|                                                           dddmmss.s |
 LX5484| LX5460 HOWARDS CHIMNEY                     257.127 METERS 01007     |
 LX5484| LX5478 RIVERSIDE BEACH FLAGPOLE            APPROX. 1.5 KM 0441910.1 |
 LX5484| LX5404 MELCERS CHIMNEY                     APPROX. 3.3 KM 0524030.6 |
 LX5484| LX5481 TITUS SILO                          APPROX. 2.0 KM 0581307.1 |
 LX5484| LX5502 BERGGREN CHIMNEY                    APPROX. 1.3 KM 0643929.3 |
 LX5484| LX5501 BOB WHITE CHIMNEY                   APPROX. 1.1 KM 0774558.8 |
 LX5484| LX5474 NIANTIC RIVER HWY BRIDGE DRAW       APPROX. 0.9 KM 0962601.8 |
 LX5484| CZ6680 LEWIS RM 2                            5.940 METERS 16814     |
 LX5484| LX5438 POND POINT                          APPROX. 2.5 KM 2123939.4 |
 LX5484| LX5485 LEWIS 2                               5.160 METERS 21240     |
 LX5484| CZ6679 LEWIS RM 1                           24.700 METERS 30539     |
 LX5484|---------------------------------------------------------------------|
 LX5484
 LX5484                          SUPERSEDED SURVEY CONTROL
 LX5484
 LX5484  NAD 83(1992)-  41 19 31.23296(N)    072 11 11.95972(W) AD(       ) 2
 LX5484  NAD 83(1986)-  41 19 31.23460(N)    072 11 11.96425(W) AD(       ) 2
 LX5484  NAD 27      -  41 19 30.89100(N)    072 11 13.68900(W) AD(       ) 2
 LX5484
 LX5484.Superseded values are not recommended for survey control.
 LX5484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5484.See file dsdata.txt to determine how the superseded data were derived.
 LX5484
 LX5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3545278693(NAD 83)
 LX5484_MARKER: DS = TRIANGULATION STATION DISK
 LX5484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5484+STABILITY: SURFACE MOTION
 LX5484
 LX5484  HISTORY     - Date     Condition        Report By
 LX5484  HISTORY     - 1934     MONUMENTED       CGS
 LX5484  HISTORY     - 1946     MARK NOT FOUND   CGS
 LX5484  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX5484
 LX5484                          STATION DESCRIPTION
 LX5484
 LX5484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5484'THE STATION IS ON THE W SIDE OF THE NIANTIC RIVER ABOUT 275 FEET
 LX5484'N OF STATE HIGHWAY NO.156 (MAIN STREET) AND 15.2 METERS S OF THE
 LX5484'CENTER LINE OF GRAND STREET.  THE STATION IS A STANDARD DISC SET IN
 LX5484'THE TOP OF A 12-INCH SQUARE CONCRETE POST 30 INCHES DEEP AND
 LX5484'FLUSH WITH THE GROUND, JUST N OF AN APPLE TREE.  SUB-MARKER IS A
 LX5484'STANDARD DISC SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE
 LX5484'SURFACE MARK.
 LX5484'
 LX5484'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISCS
 LX5484'SET IN CONCRETE.
 LX5484'
 LX5484'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN THE S WALL OF THE
 LX5484'PIER AT THE END OF GRAND STREET.  REFERENCE MARK NO.2 IS A
 LX5484'STANDARD DISC SET IN A 12-INCH SQUARE CONCRETE POST ON THE W
 LX5484'PROPERTY LINE ON DR. N.B. LEWIS LOT, AND S OF THE STATION.
 LX5484'
 LX5484'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5484
 LX5484                          STATION RECOVERY (1946)
 LX5484
 LX5484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 LX5484'THIS STATION WAS DESTROYED ON 11 NOVEMBER 1946 BECAUSE OF FUTURE
 LX5484'EXCAVATION AND BUILDING OPERATIONS IN THE VICINITY.
 LX5484'
 LX5484'A NEW STATION, LEWIS 2, WAS ESTABLISHED 5.16 METERS SW OF LEWIS.
 LX5484
 LX5484                          STATION RECOVERY (1989)
 LX5484
 LX5484'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6421 ***********************************************************************
 LX6421  DESIGNATION -  LEWIS ISLAND CHIMNEY
 LX6421  PID         -  LX6421
 LX6421  STATE/COUNTY-  CT/NEW HAVEN
 LX6421  USGS QUAD   -  BRANFORD (1984)
 LX6421
 LX6421                         *CURRENT SURVEY CONTROL
 LX6421  ___________________________________________________________________
 LX6421* NAD 83(1996)-  41 15 50.80440(N)    072 45 48.56123(W)     ADJUSTED  
 LX6421* NAVD 88     -                                                        
 LX6421  ___________________________________________________________________
 LX6421  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LX6421  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX6421
 LX6421  HORZ ORDER  -  THIRD
 LX6421
 LX6421.The horizontal coordinates were established by classical geodetic methods
 LX6421.and adjusted by the National Geodetic Survey in August 1998..
 LX6421
 LX6421
 LX6421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6421
 LX6421.The geoid height was determined by GEOID03.
 LX6421
 LX6421;                    North         East     Units Scale Factor Converg.
 LX6421;SPC CT       -   200,241.498   303,670.240   MT  0.99999415   -0 00 32.2
 LX6421;SPC CT       -   656,958.98    996,291.45   sFT  0.99999415   -0 00 32.2
 LX6421;SPC NY L     -   122,602.499   403,616.405   MT  1.00002096   +0 48 31.6
 LX6421;SPC NY L     -   402,238.37  1,324,198.16   sFT  1.00002096   +0 48 31.6
 LX6421;UTM  18      - 4,570,488.945   687,347.426   MT  1.00003198   +1 28 31.7
 LX6421
 LX6421                          SUPERSEDED SURVEY CONTROL
 LX6421
 LX6421  NAD 83(1992)-  41 15 50.80352(N)    072 45 48.56107(W) AD(       ) 4
 LX6421  NAD 83(1986)-  41 15 50.80560(N)    072 45 48.56413(W) AD(       ) 4
 LX6421  NAD 27      -  41 15 50.46000(N)    072 45 50.21000(W) AD(       ) 3
 LX6421
 LX6421.Superseded values are not recommended for survey control.
 LX6421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6421.See file dsdata.txt to determine how the superseded data were derived.
 LX6421
 LX6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8734770489(NAD 83)
 LX6421
 LX6421  HISTORY     - Date     Condition        Report By
 LX6421  HISTORY     - 1933     MONUMENTED       CGS
 LX6421  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6421  HISTORY     - 1989     GOOD             USPSQD
 LX6421
 LX6421                          STATION DESCRIPTION
 LX6421
 LX6421'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6421'THIS IS THE SINGLE, DOMINANT HOUSE ON LEWIS ISLAND.  THE ROOF
 LX6421'IS RED, BUT NOT AS BRIGHT AS THAT ON THE ROGERS ISLAND HOUSE.  THE
 LX6421'STATION IS ON THE BROAD SHORT CHIMNEY ON THE MAIN PART OF THE
 LX6421'HOUSE.
 LX6421'
 LX6421'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6421
 LX6421                          STATION RECOVERY (1961)
 LX6421
 LX6421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6421'STATION RECOVERED IN GOOD CONDITION. THE ORIGINAL DESCRIPTION BY
 LX6421'G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6421
 LX6421                          STATION RECOVERY (1989)
 LX6421
 LX6421'RECOVERY NOTE BY US POWER SQUADRON 1989 (RC)
 LX6421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5874 ***********************************************************************
 LX5874  DESIGNATION -  LIBBY
 LX5874  PID         -  LX5874
 LX5874  STATE/COUNTY-  CT/MIDDLESEX
 LX5874  USGS QUAD   -  ESSEX (1977)
 LX5874
 LX5874                         *CURRENT SURVEY CONTROL
 LX5874  ___________________________________________________________________
 LX5874* NAD 83(1996)-  41 15 24.13208(N)    072 28 31.89270(W)     ADJUSTED  
 LX5874* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX5874  ___________________________________________________________________
 LX5874  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX5874  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5874
 LX5874  HORZ ORDER  -  SECOND
 LX5874
 LX5874.The horizontal coordinates were established by classical geodetic methods
 LX5874.and adjusted by the National Geodetic Survey in August 1998..
 LX5874
 LX5874.The orthometric height was scaled from a topographic map.
 LX5874
 LX5874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5874
 LX5874.The geoid height was determined by GEOID03.
 LX5874
 LX5874;                    North         East     Units Scale Factor Converg.
 LX5874;SPC CT       -   199,455.114   327,803.564   MT  0.99999476   +0 10 55.2
 LX5874;SPC CT       -   654,378.99  1,075,468.86   sFT  0.99999476   +0 10 55.2
 LX5874;SPC NY L     -   122,160.057   427,759.113   MT  1.00002004   +0 59 49.7
 LX5874;SPC NY L     -   400,786.79  1,403,406.36   sFT  1.00002004   +0 59 49.7
 LX5874;UTM  18      - 4,570,327.762   711,495.330   MT  1.00015053   +1 39 55.2
 LX5874
 LX5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5874!SPC CT       -   1.00000404  x   0.99999476  =   0.99999880
 LX5874!SPC NY L     -   1.00000404  x   1.00002004  =   1.00002408
 LX5874!UTM  18      -   1.00000404  x   1.00015053  =   1.00015457
 LX5874
 LX5874|---------------------------------------------------------------------|
 LX5874| PID    Reference Object                     Distance      Geod. Az  |
 LX5874|                                                           dddmmss.s |
 LX5874| LX5876 DUCK ISLAND N BREAKWATER LT         393.612 METERS 00655     |
 LX5874| LX5871 HAMMOCK RESAURANT SIGN              APPROX. 2.2 KM 0075040.0 |
 LX5874| CZ6683 LIBBY RM 1                           22.210 METERS 01946     |
 LX5874| LX5869 SEAVIEW HOTEL                       APPROX. 2.4 KM 0291833.3 |
 LX5874| LX5881 WESTBROOK CONG CHURCH SPIRE         APPROX. 3.9 KM 0332446.4 |
 LX5874| LX5883 FISKES FLAGPOLE                     APPROX. 3.4 KM 0414936.9 |
 LX5874| LX5910 WESTBROOK TANK                      APPROX. 4.2 KM 0484143.2 |
 LX5874| LX5844 GUARDHOUSE POINT TANK               APPROX. 8.7 KM 0811607.1 |
 LX5874| LX5892 CORNFIELD POINT TANK                APPROX. 7.3 KM 0842235.5 |
 LX5874| LX5875 LIBBYS CHIMNEY                       27.797 METERS 13653     |
 LX5874| CZ6684 LIBBY RM 2                           43.070 METERS 15918     |
 LX5874| LX6330 KELSEY POINT BREAKWATER LT          APPROX. 3.1 KM 2414845.7 |
 LX5874| LX5873 DUCK ISLAND W BREAKWATER LT         APPROX. 0.8 KM 2664329.2 |
 LX5874| LX5878 DALYS PINE                          APPROX. 5.6 KM 3460603.1 |
 LX5874|---------------------------------------------------------------------|
 LX5874
 LX5874                          SUPERSEDED SURVEY CONTROL
 LX5874
 LX5874  NAD 83(1992)-  41 15 24.13114(N)    072 28 31.89245(W) AD(       ) 2
 LX5874  NAD 83(1986)-  41 15 24.13323(N)    072 28 31.89591(W) AD(       ) 2
 LX5874  NAD 27      -  41 15 23.76800(N)    072 28 33.56900(W) AD(       ) 2
 LX5874
 LX5874.Superseded values are not recommended for survey control.
 LX5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5874.See file dsdata.txt to determine how the superseded data were derived.
 LX5874
 LX5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1149570328(NAD 83)
 LX5874_MARKER: Z = SEE DESCRIPTION
 LX5874_SETTING: 0 = UNSPECIFIED SETTING
 LX5874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5874
 LX5874  HISTORY     - Date     Condition        Report By
 LX5874  HISTORY     - 1934     MONUMENTED       CGS
 LX5874  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5874
 LX5874                          STATION DESCRIPTION
 LX5874
 LX5874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5874'THE STATION IS LOCATED ON DUCK ISLAND ON THE PROPERTY OF WALTER
 LX5874'LIBBY.  TWO BREAKWATERS ARE BUILT OUT FROM THE ISLAND, ONE TO THE
 LX5874'W, THE OTHER TO THE N, WITH A BEACON ON THE OUTER END OF EACH.  THE
 LX5874'ISLAND IS BETWEEN MENUNKETESUCK AND KELSEY CLINTON POINTS AND IS
 LX5874'ABOUT 2 MILES OFF SHORE.  THE STATION IS A STANDARD DISK SET IN
 LX5874'THE TOP OF A 12-INCH SQUARE GRANITE POST WITH THE LETTERS
 LX5874'C.S.F.C.  IT IS ON THE WESTERN SIDE OF THE ISLAND ABOUT 1/2 THE
 LX5874'LENGTH OF THE ISLAND FROM THE N END.
 LX5874'
 LX5874'REFERENCE MARK NO.1 IS IN A BOULDER TOWARD THE N END OF THE
 LX5874'ISLAND.  REFERENCE MARK NO.2 IS SET IN THE TOP OF CONCRETE STEPS
 LX5874'LEADING DOWN TO THE WATER ABOUT MIDWAY OF THE ISLAND ON THE W SIDE.
 LX5874
 LX5874                          STATION RECOVERY (1960)
 LX5874
 LX5874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5874'STATION FOUND DESTROYED.  REFERENCE MARK 2 WAS FOUND IN GOOD
 LX5874'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND.  IT IS POSSIBLE IT WAS
 LX5874'DESTROYED BY EROSION.  THE DESCRIPTION FOR REFERENCE MARK 2 BY
 LX5874'G.C.M. IN 1934 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5963 ***********************************************************************
 LX5963  DESIGNATION -  LIBBYS BARN GABLE
 LX5963  PID         -  LX5963
 LX5963  STATE/COUNTY-  CT/MIDDLESEX
 LX5963  USGS QUAD   -  DEEP RIVER (1971)
 LX5963
 LX5963                         *CURRENT SURVEY CONTROL
 LX5963  ___________________________________________________________________
 LX5963* NAD 83(1996)-  41 25 10.81558(N)    072 26 01.82970(W)     ADJUSTED  
 LX5963* NAVD 88     -                                                        
 LX5963  ___________________________________________________________________
 LX5963  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LX5963  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX5963
 LX5963  HORZ ORDER  -  THIRD
 LX5963
 LX5963.The horizontal coordinates were established by classical geodetic methods
 LX5963.and adjusted by the National Geodetic Survey in August 1998..
 LX5963
 LX5963
 LX5963.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5963
 LX5963.The geoid height was determined by GEOID03.
 LX5963
 LX5963;                    North         East     Units Scale Factor Converg.
 LX5963;SPC CT       -   217,565.997   331,230.768   MT  0.99998511   +0 12 34.7
 LX5963;SPC CT       -   713,797.78  1,086,712.94   sFT  0.99998511   +0 12 34.7
 LX5963;UTM  18      - 4,588,524.506   714,452.213   MT  1.00016601   +1 41 54.0
 LX5963
 LX5963                          SUPERSEDED SURVEY CONTROL
 LX5963
 LX5963  NAD 83(1992)-  41 25 10.81474(N)    072 26 01.82941(W) AD(       ) 4
 LX5963  NAD 83(1986)-  41 25 10.81654(N)    072 26 01.83230(W) AD(       ) 4
 LX5963  NAD 27      -  41 25 10.45700(N)    072 26 03.53600(W) AD(       ) 3
 LX5963
 LX5963.Superseded values are not recommended for survey control.
 LX5963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5963.See file dsdata.txt to determine how the superseded data were derived.
 LX5963
 LX5963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1445288525(NAD 83)
 LX5963
 LX5963  HISTORY     - Date     Condition        Report By
 LX5963  HISTORY     - 1935     MONUMENTED       CGS
 LX5963  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5963  HISTORY     - 1989     GOOD             USPSQD
 LX5963  HISTORY     - 19980309 GOOD             USPSQD
 LX5963
 LX5963                          STATION DESCRIPTION
 LX5963
 LX5963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5963'THIS STATION IS ON A SMALL 1-STORY BARN AND CHICKEN HOUSE ON
 LX5963'THE WALTER LIBBY PROPERTY AT HADLYME FERRY LANDING.  THE
 LX5963'BUILDING IS ABOUT 50 METERS N OF THE FERRY APPROACH AND 8
 LX5963'METERS W OF ORDINARY HIGH WATER LINE OF THE RIVER.  A LOW
 LX5963'MASONRY RETAINING WALL AT THE RIVERS EDGE CURVES IN TO MEET
 LX5963'THE S END OF THE BUILDING.
 LX5963'
 LX5963'THE ONLY BUTTONBALL TREE IN THE VICINITY IS 2 METERS FROM THE
 LX5963'SE CORNER OF THE BUILDING.
 LX5963'
 LX5963'CENTER IS THE APEX OF THE S GABLE.
 LX5963
 LX5963                          STATION RECOVERY (1948)
 LX5963
 LX5963'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5963'THIS STATION HAS BEEN DESTROYED.
 LX5963
 LX5963                          STATION RECOVERY (1989)
 LX5963
 LX5963'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5963'RECOVERED IN GOOD CONDITION.
 LX5963
 LX5963                          STATION RECOVERY (1998)
 LX5963
 LX5963'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5963'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5875 ***********************************************************************
 LX5875  DESIGNATION -  LIBBYS CHIMNEY
 LX5875  PID         -  LX5875
 LX5875  STATE/COUNTY-  CT/MIDDLESEX
 LX5875  USGS QUAD   -  ESSEX (1977)
 LX5875
 LX5875                         *CURRENT SURVEY CONTROL
 LX5875  ___________________________________________________________________
 LX5875* NAD 83(1996)-  41 15 23.47432(N)    072 28 31.07664(W)     ADJUSTED  
 LX5875* NAVD 88     -                                                        
 LX5875  ___________________________________________________________________
 LX5875  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX5875  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5875
 LX5875  HORZ ORDER  -  THIRD
 LX5875
 LX5875.The horizontal coordinates were established by classical geodetic methods
 LX5875.and adjusted by the National Geodetic Survey in August 1998..
 LX5875
 LX5875
 LX5875.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5875
 LX5875.The geoid height was determined by GEOID03.
 LX5875
 LX5875;                    North         East     Units Scale Factor Converg.
 LX5875;SPC CT       -   199,434.883   327,822.626   MT  0.99999477   +0 10 55.7
 LX5875;SPC CT       -   654,312.61  1,075,531.40   sFT  0.99999477   +0 10 55.7
 LX5875;SPC NY L     -   122,140.099   427,778.462   MT  1.00002002   +0 59 50.2
 LX5875;SPC NY L     -   400,721.31  1,403,469.84   sFT  1.00002002   +0 59 50.2
 LX5875;UTM  18      - 4,570,308.028   711,514.913   MT  1.00015063   +1 39 55.7
 LX5875
 LX5875                          SUPERSEDED SURVEY CONTROL
 LX5875
 LX5875  NAD 83(1992)-  41 15 23.47339(N)    072 28 31.07638(W) AD(       ) 4
 LX5875  NAD 83(1986)-  41 15 23.47563(N)    072 28 31.07963(W) AD(       ) 4
 LX5875  NAD 27      -  41 15 23.12000(N)    072 28 32.76000(W) AD(       ) 3
 LX5875
 LX5875.Superseded values are not recommended for survey control.
 LX5875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5875.See file dsdata.txt to determine how the superseded data were derived.
 LX5875
 LX5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1151570308(NAD 83)
 LX5875
 LX5875  HISTORY     - Date     Condition        Report By
 LX5875  HISTORY     - 1934     MONUMENTED       CGS
 LX5875  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5875  HISTORY     - 1984     GOOD             USPSQD
 LX5875  HISTORY     - 19970130 GOOD             USPSQD
 LX5875
 LX5875                          STATION DESCRIPTION
 LX5875
 LX5875'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5875'THE RESIDENCE OF WALTER LIBBY IS THE LARGEST BUILDING ON DUCK
 LX5875'ISLAND.  AT THE W SIDE OF THE HOUSE IS A TALL STONE MASONRY
 LX5875'CHIMNEY.  THIS CHIMNEY IS THE HIGHEST OBJECT ON THE ISLAND.
 LX5875'
 LX5875'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX5875'
 LX5875'IN CONJUNCTION WITH THE CLOSELY GROUPED BUILDINGS ON THE
 LX5875'ISLAND, IT MAKES GOOD LANDMARK.
 LX5875
 LX5875                          STATION RECOVERY (1960)
 LX5875
 LX5875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5875'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE ORIGINAL
 LX5875'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH THE
 LX5875'FOLLOWING EXCEPTIONS.  THE BUILDINGS REFERRED TO HAVE BURNT
 LX5875'DOWN AND THE CHIMNEY STANDS ALONE.
 LX5875
 LX5875                          STATION RECOVERY (1984)
 LX5875
 LX5875'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5875'STATION RECOVERED IN GOOD CONDITION.  THE 1960 DESCRIPTION IS
 LX5875'COMPLETE AND ACCURATE.
 LX5875
 LX5875                          STATION RECOVERY (1997)
 LX5875
 LX5875'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3715 ***********************************************************************
 LX3715  DESIGNATION -  LIBERTY ROCK
 LX3715  PID         -  LX3715
 LX3715  STATE/COUNTY-  CT/NEW HAVEN
 LX3715  USGS QUAD   -  MILFORD (1984)
 LX3715
 LX3715                         *CURRENT SURVEY CONTROL
 LX3715  ___________________________________________________________________
 LX3715* NAD 83(1996)-  41 12 23.05143(N)    073 05 37.84140(W)     ADJUSTED  
 LX3715* NAVD 88     -        22.     (meters)      72.     (feet)  SCALED    
 LX3715  ___________________________________________________________________
 LX3715  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LX3715  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3715
 LX3715  HORZ ORDER  -  SECOND
 LX3715
 LX3715.The horizontal coordinates were established by classical geodetic methods
 LX3715.and adjusted by the National Geodetic Survey in August 1998..
 LX3715
 LX3715.The orthometric height was scaled from a topographic map.
 LX3715
 LX3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3715
 LX3715.The geoid height was determined by GEOID03.
 LX3715
 LX3715;                    North         East     Units Scale Factor Converg.
 LX3715;SPC CT       -   193,889.718   275,961.691   MT  0.99999936   -0 13 40.8
 LX3715;SPC CT       -   636,119.85    905,384.31   sFT  0.99999936   -0 13 40.8
 LX3715;SPC NY L     -   115,855.068   376,000.926   MT  1.00001420   +0 35 33.7
 LX3715;SPC NY L     -   380,101.17  1,233,596.37   sFT  1.00001420   +0 35 33.7
 LX3715;UTM  18      - 4,563,421.808   659,813.378   MT  0.99991434   +1 15 21.6
 LX3715
 LX3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3715!SPC CT       -   1.00000128  x   0.99999936  =   1.00000064
 LX3715!SPC NY L     -   1.00000128  x   1.00001420  =   1.00001548
 LX3715!UTM  18      -   1.00000128  x   0.99991434  =   0.99991562
 LX3715
 LX3715|---------------------------------------------------------------------|
 LX3715| PID    Reference Object                     Distance      Geod. Az  |
 LX3715|                                                           dddmmss.s |
 LX3715| LX0891 LIBERTY ROCK RM 1                    14.410 METERS 04015     |
 LX3715| CB4582 LIBERTY ROCK RM 2                    15.030 METERS 16420     |
 LX3715| LX3698 HOUSATONIC RIVER BEACON 3           APPROX. 4.4 KM 1964741.8 |
 LX3715| LX3739 STRATFORD EPIS CHURCH SPIRE         APPROX. 3.6 KM 2365207.2 |
 LX3715| LX3741 STRATFORD CONG CHURCH SPIRE         APPROX. 3.4 KM 2432856.0 |
 LX3715| LX3682 STRATFORD RAYBESTOS WHITE STK       APPROX. 2.2 KM 2561416.9 |
 LX3715| LX3685 DEVON WEST RAILROAD TOWER           APPROX. 1.5 KM 2630645.6 |
 LX3715| LX3697 DEVON CENTER RAILROAD TOWER         APPROX. 1.4 KM 2643247.3 |
 LX3715| LX3696 DEVON EAST RAILROAD TOWER           APPROX. 1.1 KM 2672327.0 |
 LX3715| LX3700 DEVON CONN P AND L PLANT S STK      APPROX. 1.3 KM 2823701.8 |
 LX3715| LX3694 DEVON CONN P AND L PLANT N STK      APPROX. 1.3 KM 2834210.9 |
 LX3715| LX3745 MCDONALD RESET                      APPROX. 5.1 KM 2854923.7 |
 LX3715|---------------------------------------------------------------------|
 LX3715
 LX3715                          SUPERSEDED SURVEY CONTROL
 LX3715
 LX3715  NAD 83(1992)-  41 12 23.05021(N)    073 05 37.84099(W) AD(       ) 2
 LX3715  NAD 83(1986)-  41 12 23.05481(N)    073 05 37.84580(W) AD(       ) 2
 LX3715  NAD 27      -  41 12 22.70500(N)    073 05 39.45500(W) AD(       ) 2
 LX3715
 LX3715.Superseded values are not recommended for survey control.
 LX3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3715.See file dsdata.txt to determine how the superseded data were derived.
 LX3715
 LX3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5981363422(NAD 83)
 LX3715_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3715_SETTING: 66 = SET IN ROCK OUTCROP
 LX3715_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 LX3715
 LX3715  HISTORY     - Date     Condition        Report By
 LX3715  HISTORY     - 1933     MONUMENTED       CGS
 LX3715  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3715  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX3715  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX3715
 LX3715                          STATION DESCRIPTION
 LX3715
 LX3715'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3715'THE STATION IS LOCATED IN THE TOWN OF MILFORD, APPROXIMATELY
 LX3715'155 METERS NE OF LIBERTY ROCK MEMORIAL AND ABOUT 132 METERS N
 LX3715'OF THE CENTER LINE OF THE BOTON POST ROAD (U.S. HIGHWAY 1 AND
 LX3715'ALMOST DIRECTLY BACK OF CEDAR BLUFF, A TOURIST CAMP.  DRIVEWAY
 LX3715'ALONG W BOUNDARY OF PROPERTY, IF PROLONGED, LEADS DIRECTLY TO
 LX3715'STATION.  STATION IS APPROXIMATELY 9.5 METERS S OF A LOOSE
 LX3715'STONE WALL, THE N BOUNDARY OF THE PROPERTY.
 LX3715'
 LX3715'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE LOCATED E AND S
 LX3715'OF THE STATION, RESPECTIVELY.
 LX3715'
 LX3715'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX3715'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 3 AND 12B.
 LX3715'
 LX3715'HEIGHT OF LIGHT ABOVE STATION MARK 12.2 METERS.
 LX3715
 LX3715                          STATION RECOVERY (1961)
 LX3715
 LX3715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3715'RECOVERED ONLY R.M. 2.  DISK MARKED WITH PIN-PRICK POINTS, NO. 2
 LX3715'1933, AND IN EXCELLENT CONDITION.  IT IS NEAR THE TOP OF THE E EDGE
 LX3715'OF A DEEP ROCK CUT WHICH CARRIES THE INTERCHANGE ROAD FROM THE NEW
 LX3715'CONNECTICUT TURNPIKE TO U.S. 1 (BOSTON POST ROAD).
 LX3715'
 LX3715'IF THE ARROW ON R.M. 2 POINTED TOWARD THE STATION, THE LATTER IS
 LX3715'GONE, BECAUSE OF THE ROCK CUT.
 LX3715'
 LX3715'R.M. 1 WAS NOT FOUND, BUT I BELIEVE IT IS STILL IN POSITION, UNDER
 LX3715'MOSS AND GRASS ON ROCK LEDGE, 25.98 METERS, NE APPROX. FROM R.M.
 LX3715'2.  LOOSE STONE WALL WAS FOUND, AS DESCRIBED.  A NEW HIGH WIRE
 LX3715'FENCE, RUNNING N AND S, E OF R.M. 2, NOW SEPARATES THE INTERCHANGE
 LX3715'FROM THE OLD CEDAR BLUFF TOURIST CAMP (NOW THE DEVON MOTEL).  I
 LX3715'COULD NOT MEASURE THE DISTANCE ACCURATELY BETWEEN RM2 AND RM1,
 LX3715'BECAUSE OF THIS FENCE.
 LX3715'
 LX3715'SKETCH SHOWN ON 33 DESCRIPTION IS ESSENTIALLY CORRECT.  RESIDENCE
 LX3715'AND GARAGE AND DRIVEWAY EASILY IDENTIFIED.  DRIVEWAY NOW LEADS TO A
 LX3715'CIRCULAR PARKING AREA AT TOP OF HILL.  N X E OF OLD GARAGE IS A
 LX3715'NEW, SMALL MOTEL, SERVED BY THIS CIRCULAR PARKING AREA.  I NOTICED
 LX3715'2 CONNECTICUT HIGHWAY DEPARTMENT CONCRETE POSTS, WITH SMALL
 LX3715'BRASS CAPS, ALONG THE LINE OF THE HIGH WIRE FENCE.
 LX3715
 LX3715                          STATION RECOVERY (1962)
 LX3715
 LX3715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LX3715'ONLY R.M 2 RECOVERED.
 LX3715'
 LX3715'STATION IS GONE, AS A RESULT OF ROCK BLASTING FOR CONN. TIRMPIKE.
 LX3715'
 LX3715'TODAY WAS ANOTHER ATTEMPT TO FIND R.M. 1, WHICH IS SUPPOSED TO BE
 LX3715'14.4 METERS FROM STATION, AND 25.98 METERS FROM R.M. 2.  MEASURED
 LX3715'CAREFULLY, SWINGING ARC FROM R.M. 2, AND DISTANCE FROM APPROX.
 LX3715'POSITION OF STATION.  FOUND NO TRACE OF R.M. 1 AFTER 35
 LX3715'MINUTES SEARCH.
 LX3715'
 LX3715'ALL SIX STACKS OF THE DEVON CP AND L ARE CLEARLY VISIBLE FROM RM
 LX3715'2.  THE NEWEST STACK NEAREST THE RR BRIDGE AND THE 1934 STACK (OLD
 LX3715'S STACK) NEXT N OF IT, APPEAR TO BE OF EQUAL ELELVATION.  THE OTHER
 LX3715'4 STACKS TO THE N ARE ABOUT 2/3 OF THE HEIGHT OF THE 2 SOUTHERN
 LX3715'TALLER STACKS.
 LX3715
 LX3715                          STATION RECOVERY (1965)
 LX3715
 LX3715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX3715'A THOROUGH SEARCH WAS MADE FOR THIS STATION BUT IT WAS NOT
 LX3715'RECOVERED.  REFERENCE MARK NO. 1 AND 2 WERE RECOVERED AND FOUND
 LX3715'TO BE IN GOOD CONDITION.
 LX3715'
 LX3715'RM NO. 1 IS AT DEVON, AT THE NORTHWEST CORNER OF THE GROUNDS OF THE
 LX3715'DEVON MOTEL, SET ON THE TOP OF AN EXPOSED STRIP OF BEDROCK ALONG
 LX3715'THE EAST SIDE OF A DRIVE WHICH IS A CONNECTOR TO THE INTERCHANGE
 LX3715'34 OF THE CONNECTICUT TURNPIKE, 12 FEET SOUTH OF THE SOUTH FACE OF
 LX3715'A LOOSE ROCK WALL, 17.5 FEET EAST OF THE EAST STEEL FENCE ALONG
 LX3715'THE WEST SIDE OF THE MOTEL PROPERTY AND ABOUT 3 FEET ABOVE LEVEL
 LX3715'OF A CUT.  IT IS STAMPED NO 1 1933.
 LX3715'
 LX3715'RM NO. 2 IS SET ON THE TOP OF A HIGH ROCK CUT, AT AN ENTRANCE DRIVE
 LX3715'TO THE CONNECTICUT TURNPIKE, 49 FEET EAST OF THE CENTER LINE OF
 LX3715'THE NORTHBOUND LANE OF ENTRANCE DRIVE, 96 FEET SOUTH OF THE NORTH
 LX3715'END OF A STEEL FENCE AROUND THE PROPERTY OF THE DEVON MOTEL AND
 LX3715'ABOUT 15 FEET ABOVE THE ENTRANCE DRIVE.  THE DISK HAS BEEN
 LX3715'SCRAPED BY HEAVY EQUIPMENT AND THE STAMPING IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7596 ***********************************************************************
 LX7596  DESIGNATION -  LIBERTY ROCK 2
 LX7596  PID         -  LX7596
 LX7596  STATE/COUNTY-  CT/NEW HAVEN
 LX7596  USGS QUAD   -  MILFORD (1984)
 LX7596
 LX7596                         *CURRENT SURVEY CONTROL
 LX7596  ___________________________________________________________________
 LX7596* NAD 83(1996)-  41 12 24.35520(N)    073 05 36.52380(W)     ADJUSTED  
 LX7596* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 LX7596  ___________________________________________________________________
 LX7596  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 LX7596  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX7596
 LX7596  HORZ ORDER  -  FIRST
 LX7596
 LX7596.The horizontal coordinates were established by classical geodetic methods
 LX7596.and adjusted by the National Geodetic Survey in August 1998..
 LX7596
 LX7596.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7596
 LX7596.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7596
 LX7596.The geoid height was determined by GEOID03.
 LX7596
 LX7596;                    North         East     Units Scale Factor Converg.
 LX7596;SPC CT       -   193,929.817   275,992.548   MT  0.99999932   -0 13 39.9
 LX7596;SPC CT       -   636,251.41    905,485.55   sFT  0.99999932   -0 13 39.9
 LX7596;UTM  18      - 4,563,462.688   659,843.183   MT  0.99991445   +1 15 22.5
 LX7596
 LX7596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7596!SPC CT       -   1.00000122  x   0.99999932  =   1.00000054
 LX7596!UTM  18      -   1.00000122  x   0.99991445  =   0.99991567
 LX7596
 LX7596|---------------------------------------------------------------------|
 LX7596| PID    Reference Object                     Distance      Geod. Az  |
 LX7596|                                                           dddmmss.s |
 LX7596| CR9702 LIBERTY ROCK 2 RM 4                  24.412 METERS 03026     |
 LX7596| LX7597 LIBERTY ROCK 2 RM 5                 149.224 METERS 31021     |
 LX7596| CR9701 LIBERTY ROCK 2 RM 3                                35337     |
 LX7596|---------------------------------------------------------------------|
 LX7596
 LX7596                          SUPERSEDED SURVEY CONTROL
 LX7596
 LX7596  NAD 83(1992)-  41 12 24.35404(N)    073 05 36.52337(W) AD(       ) 1
 LX7596  NAD 83(1986)-  41 12 24.35767(N)    073 05 36.52861(W) AD(       ) 1
 LX7596  NAD 83(1986)-  41 12 24.35780(N)    073 05 36.52833(W) AD(       ) 1
 LX7596  NGVD 29 (01/16/90)   22.4    (m)           73.     (f) VERT ANG       
 LX7596
 LX7596.Superseded values are not recommended for survey control.
 LX7596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7596.See file dsdata.txt to determine how the superseded data were derived.
 LX7596
 LX7596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5984363463(NAD 83)
 LX7596_MARKER: DS = TRIANGULATION STATION DISK
 LX7596_SETTING: 66 = SET IN ROCK OUTCROP
 LX7596_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LX7596_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7596+STABILITY: POSITION/ELEVATION WELL
 LX7596
 LX7596  HISTORY     - Date     Condition        Report By
 LX7596  HISTORY     - 1982     MONUMENTED       NGS
 LX7596  HISTORY     - 19910310 GOOD             USPSQD
 LX7596
 LX7596                          STATION DESCRIPTION
 LX7596
 LX7596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7596'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST OF
 LX7596'STRATFORD, 1.6 KM (1.0 MI) EAST OF THE HOUSATONIC
 LX7596'RIVER, 1.6 KM (1.0 MI) NORTHWEST OF LONG ISLAND
 LX7596'SOUND, 0.2 KM (0.1 MI) SOUTH OF INTERSTATE
 LX7596'HIGHWAY 95, 0.2 KM (0.1 MI) NORTH OF U.S. HIGHWAY
 LX7596'1 AND AT INTERCHANGE 34.
 LX7596'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX7596'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF OF
 LX7596'BOUNDARY AND GEODETIC SURVEY, WOLCOTT HILL ROAD,
 LX7596'WEATHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7596'
 LX7596'TO REACH THE STATION FROM THE JUNCTION OF U.S.
 LX7596'HIGHWAY 1 AND STATE ROUTE 162, ABOUT 1.3 KM (0.8 MI)
 LX7596'SOUTHWEST FROM MILFORD, GO SOUTHWEST ON U.S.
 LX7596'HIGHWAY 1 FOR 0.5 KM (0.3 MI) TO A CROSSROAD (SCHOOLHOUSE
 LX7596'ROAD).  CONTINUE WESTERLY FOR 1.1 KM (0.7 MI) TO A
 LX7596'SIDE ROAD RIGHT (ENTRANCE RAMP FOR INTERSTATE 95)
 LX7596'AND SIGN READING TURNPIKE.  TURN RIGHT, NORTH, ON
 LX7596'THE ENTRANCE RAMP FOR 0.2 KM (0.1 MI)
 LX7596'TO A FORK.  KEEP RIGHT FORK FOR ABOUT 50 METERS TO A
 LX7596'PULL-OFF ON THE RIGHT AND A TRACK ROAD ALONG TOP OF
 LX7596'BANK ON RIGHT.  MAKE A U-TURN TO THE RIGHT AND GO
 LX7596'SOUTHERLY ON TRACK ROAD FOR ABOUT 30 METERS (98 FT) TO THE
 LX7596'POINT WHERE TRACK ROAD TURNS LEFT.  TURN LEFT INTO
 LX7596'WOODS FOR ABOUT 30 METERS (98 FT) TO A TRIANGULAR BLAZED TREE
 LX7596'AND THE STATION ON THE LEFT.
 LX7596'
 LX7596'THE STATION IS A STANDARD NGS DISK
 LX7596'STAMPED---LIBERTY ROCK 2 1982---,
 LX7596'SET INTO A DRILL HOLE IN BEDROCK WHICH IS RECESSED 15 CM
 LX7596'BELOW THE GROUND.
 LX7596'IT IS LOCATED
 LX7596'12.6 METERS (41.3 FT) NORTH FROM THE CENTER OF TRACK ROAD IN
 LX7596'WOODS,
 LX7596'10.7 METERS (35.1 FT) NORTH FROM A 30 CM TRIANGULAR BLAZED OAK
 LX7596'TREE,
 LX7596'5.2 METERS (17.0 FT) NORTHWEST FROM A TWIN TRUNKED OAK TREE AND
 LX7596'1.68 METERS (5.5 FT) SOUTH FROM A WITNESS POST.
 LX7596'
 LX7596'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7596'STAMPED---LIBERTY ROCK 2 NO 3 1982---,
 LX7596'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7596'16.7 METERS (54.8 FT) EAST-SOUTHEAST FROM THE EAST POST
 LX7596'OF A SIGN, NEW HAVEN AND EAST,
 LX7596'0.78 METER (2.55 FT) SOUTHWEST FROM A WITNESS
 LX7596'POST AND AT EDGE OF WOODS.
 LX7596'MARK IS BELOW STATION 1.0 METER.
 LX7596'
 LX7596'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX7596'STAMPED---LIBERTY ROCK 2 NO 4 1982---,
 LX7596'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7596'6.6 METERS (21.65 FT) WEST-SOUTHWEST FROM A TWIN TRUNKED OAK TREE
 LX7596'AND
 LX7596'0.85 METER (2.8 FT) SOUTH FROM A WITNESS POST.
 LX7596'MARK IS LEVEL WITH STATION.
 LX7596'
 LX7596'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 LX7596'STAMPED---LIBERTY ROCK 2 NO 5 1982---,
 LX7596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7596'FLUSH WITH GROUND.  IT IS LOCATED
 LX7596'36.4 METERS (119.4 FT) WEST FROM THE CENTER OF AN EXIT ROAD,
 LX7596'31.3 METERS (102.7 FT) NORTHEAST FROM THE CENTER OF AN EXIT RAMP,
 LX7596'12.7 METERS (41.7 FT) WEST-SOUTHWEST FROM A 20 CM OAK TREE,
 LX7596'9.0 METERS (29.5 FT) SOUTH FROM THE SOUTH EDGE OF THE NORTHBOUND
 LX7596'LANE OF INTERSTATE 95 AND
 LX7596'0.82 METER (2.7 FT) SOUTH FROM A WITNESS POST.
 LX7596'MARK IS BELOW STATION 1.5 METERS.
 LX7596'
 LX7596'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BLOCKED BY TREES
 LX7596'AND BRUSHS.
 LX7596'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.4 METERS.
 LX7596'
 LX7596'DESCRIBED BY C.E. GEOGHEGAN, CHECKED BY M. BERGMAN.
 LX7596
 LX7596                          STATION RECOVERY (1991)
 LX7596
 LX7596'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7597 ***********************************************************************
 LX7597  DESIGNATION -  LIBERTY ROCK 2 RM 5
 LX7597  PID         -  LX7597
 LX7597  STATE/COUNTY-  CT/NEW HAVEN
 LX7597  USGS QUAD   -  MILFORD (1984)
 LX7597
 LX7597                         *CURRENT SURVEY CONTROL
 LX7597  ___________________________________________________________________
 LX7597* NAD 83(1996)-  41 12 27.48742(N)    073 05 41.40479(W)     ADJUSTED  
 LX7597* NAVD 88     -        19.5    (meters)      64.     (feet)  VERTCON   
 LX7597  ___________________________________________________________________
 LX7597  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 LX7597  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX7597
 LX7597  HORZ ORDER  -  SECOND
 LX7597
 LX7597.The horizontal coordinates were established by classical geodetic methods
 LX7597.and adjusted by the National Geodetic Survey in August 1998..
 LX7597
 LX7597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7597
 LX7597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7597
 LX7597.The geoid height was determined by GEOID03.
 LX7597
 LX7597;                    North         East     Units Scale Factor Converg.
 LX7597;SPC CT       -   194,026.896   275,879.219   MT  0.99999924   -0 13 43.1
 LX7597;SPC CT       -   636,569.91    905,113.74   sFT  0.99999924   -0 13 43.1
 LX7597;UTM  18      - 4,563,556.792   659,727.388   MT  0.99991400   +1 15 19.3
 LX7597
 LX7597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7597!SPC CT       -   1.00000163  x   0.99999924  =   1.00000087
 LX7597!UTM  18      -   1.00000163  x   0.99991400  =   0.99991562
 LX7597
 LX7597                          SUPERSEDED SURVEY CONTROL
 LX7597
 LX7597  NAD 83(1992)-  41 12 27.48623(N)    073 05 41.40433(W) AD(       ) 2
 LX7597  NAD 83(1986)-  41 12 27.48984(N)    073 05 41.40956(W) AD(       ) 2
 LX7597  NAD 83(1986)-  41 12 27.48997(N)    073 05 41.40932(W) AD(       ) 2
 LX7597  NGVD 29 (01/16/90)   19.8    (m)           65.     (f) VERT ANG       
 LX7597
 LX7597.Superseded values are not recommended for survey control.
 LX7597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7597.See file dsdata.txt to determine how the superseded data were derived.
 LX7597
 LX7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5972763557(NAD 83)
 LX7597_MARKER: DR = REFERENCE MARK DISK
 LX7597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7597_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7597+STABILITY: SURFACE MOTION
 LX7597
 LX7597  HISTORY     - Date     Condition        Report By
 LX7597  HISTORY     - 1982     MONUMENTED       NGS
 LX7597  HISTORY     - 19910310 MARK NOT FOUND   USPSQD
 LX7597
 LX7597                          STATION DESCRIPTION
 LX7597
 LX7597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7597'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST OF
 LX7597'STRATFORD, 1.6 KM (1.0 MI) NORTHWEST OF LONG ISLAND
 LX7597'SOUND, 1.6 KM (1.0 MI) EAST OF THE HOUSATONIC RIVER,
 LX7597'0.2 KM (0.1 MI) SOUTH OF INTERSTATE HIGHWAY 95, 0.2 KM
 LX7597'(0.1 MI) NORTH OF U.S. HIGHWAY 1 AND AT THE INTERCHANGE
 LX7597'34.
 LX7597'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7597'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7597'WOLCOTT HILL ROAD, WEATHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7597'
 LX7597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1
 LX7597'AND STATE HIGHWAY 162, GO SOUTHWEST ON U.S. HIGHWAY 1 FOR
 LX7597'0.5 KM (0.3 MI) TO A CROSSROAD (SCHOOLHOUSE ROAD). TURN
 LX7597'RIGHT, NORTHWEST, ON SCHOOLHOUSE ROAD FOR 0.6 KM (0.35 MI)
 LX7597'TO INTERSTATE HIGHWAY 95 (CONNECTICUT TURNPIKE), GO
 LX7597'SOUTHWEST ON INTERSTATE HIGHWAY 95 FOR 0.5 KM (0.3 MI)
 LX7597'TO EXIT 34. FOLLOW EXIT RAMP FOR 0.2 KM (0.15 MI)
 LX7597'TO RM 5 ON THE RIGHT JUST AFTER PASSING UNDER
 LX7597'INTERSTATE HIGHWAY 95.
 LX7597'
 LX7597'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 LX7597'STAMPED---LIBERTY ROCK 2 NO 5 1982---,
 LX7597'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7597'FLUSH WITH GROUND.  IT IS LOCATED
 LX7597'36.4 METERS (119.4 FT) WEST FROM THE CENTER OF AN EXIT ROAD,
 LX7597'31.3 METERS (102.7 FT) NORTHEAST FROM THE CENTER OF AN EXIT RAMP,
 LX7597'12.7 METERS (41.7 FT) WEST-SOUTHWEST FROM A 20 CM OAK TREE,
 LX7597'9.0 METERS (29.5 FT) SOUTH FROM THE SOUTH EDGE OF THE NORTHBOUND
 LX7597'LANE OF INTERSTATE HIGHWAY 95 AND
 LX7597'0.85 METER (2.7 FT) SOUTH FROM A WITNESS POST.
 LX7597'MARK IS BELOW STATION 1.5 METERS.
 LX7597'
 LX7597'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 LX7597'ESTABLISHED AT THIS STATION.
 LX7597'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7597'
 LX7597'AN EDM TRAVERSE TIE WAS MADE TO STATION LIBERTY ROCK 2.
 LX7597'
 LX7597'DESCRIBED BY C.E. GEOGHEGAN, CHECKED BY M.L. BERGMAN.
 LX7597
 LX7597                          STATION RECOVERY (1991)
 LX7597
 LX7597'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0891 ***********************************************************************
 LX0891  DESIGNATION -  LIBERTY ROCK RM 1
 LX0891  PID         -  LX0891
 LX0891  STATE/COUNTY-  CT/NEW HAVEN
 LX0891  USGS QUAD   -  MILFORD (1984)
 LX0891
 LX0891                         *CURRENT SURVEY CONTROL
 LX0891  ___________________________________________________________________
 LX0891* NAD 83(1986)-  41 12 22.     (N)    073 05 37.     (W)     SCALED    
 LX0891* NAVD 88     -        22.463  (meters)      73.70   (feet)  ADJUSTED  
 LX0891  ___________________________________________________________________
 LX0891  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0891  DYNAMIC HT  -          22.456 (meters)      73.67  (feet)  COMP
 LX0891  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 LX0891
 LX0891  VERT ORDER  -  FIRST     CLASS I
 LX0891
 LX0891.The horizontal coordinates were scaled from a topographic map and have
 LX0891.an estimated accuracy of +/- 6 seconds.
 LX0891
 LX0891.The orthometric height was determined by differential leveling
 LX0891.and adjusted by the National Geodetic Survey in June 1991..
 LX0891
 LX0891.The geoid height was determined by GEOID03.
 LX0891
 LX0891.The dynamic height is computed by dividing the NAVD 88
 LX0891.geopotential number by the normal gravity value computed on the
 LX0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0891.degrees latitude (g = 980.6199 gals.).
 LX0891
 LX0891.The modeled gravity was interpolated from observed gravity values.
 LX0891
 LX0891;                    North         East    Units  Estimated Accuracy
 LX0891;SPC CT       -   193,860.      275,980.      MT  (+/- 180 meters Scaled)
 LX0891
 LX0891                          SUPERSEDED SURVEY CONTROL
 LX0891
 LX0891  NGVD 29 (??/??/92)   22.795  (m)           74.79   (f) ADJ UNCH    1 1
 LX0891
 LX0891.Superseded values are not recommended for survey control.
 LX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0891.See file dsdata.txt to determine how the superseded data were derived.
 LX0891
 LX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL598633(NAD 83)
 LX0891_MARKER: DR = REFERENCE MARK DISK
 LX0891_SETTING: 66 = SET IN ROCK OUTCROP
 LX0891_SP_SET: BEDROCK
 LX0891_STAMPING: NO 1 1933
 LX0891_MARK LOGO: CGS   
 LX0891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0891+STABILITY: POSITION/ELEVATION WELL
 LX0891
 LX0891  HISTORY     - Date     Condition        Report By
 LX0891  HISTORY     - 1933     MONUMENTED       CGS
 LX0891  HISTORY     - 1965     GOOD             NGS
 LX0891  HISTORY     - 1985     GOOD             NGS
 LX0891
 LX0891                          STATION DESCRIPTION
 LX0891
 LX0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0891'AT DEVON.
 LX0891'AT DEVON, AT THE NORTHWEST CORNER OF THE GROUNDS OF THE DEVON
 LX0891'MOTEL, SET ON THE TOP OF AN EXPOSED STRIP OF BEDROCK WHICH IS
 LX0891'PART OF A LARGE ROCK CUT ALONG THE EAST SIDE OF THE DRIVE FROM
 LX0891'U.S. HIGHWAY 1 CONNECTOR TO INTERCHANGE 34 OF THE CONNECTICUT
 LX0891'TURNPIKE, 12 FEET SOUTH OF THE SOUTH FACE OF A LOOSE ROCK WALL,
 LX0891'17.5 FEET EAST OF A STEEL FENCE ALONG THE WEST SIDE OF THE
 LX0891'MOTEL PROPERTY AND 3 FEET ABOVE THE LEVEL OF THE CUT.
 LX0891
 LX0891                          STATION RECOVERY (1985)
 LX0891
 LX0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0890 ***********************************************************************
 LX0890  DESIGNATION -  LIBERTY ROCK RM 2
 LX0890  PID         -  LX0890
 LX0890  STATE/COUNTY-  CT/NEW HAVEN
 LX0890  USGS QUAD   -  MILFORD (1984)
 LX0890
 LX0890                         *CURRENT SURVEY CONTROL
 LX0890  ___________________________________________________________________
 LX0890* NAD 83(1986)-  41 12 22.     (N)    073 05 37.     (W)     SCALED    
 LX0890* NAVD 88     -        22.923  (meters)      75.21   (feet)  ADJUSTED  
 LX0890  ___________________________________________________________________
 LX0890  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0890  DYNAMIC HT  -          22.916 (meters)      75.18  (feet)  COMP
 LX0890  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 LX0890
 LX0890  VERT ORDER  -  FIRST     CLASS I
 LX0890
 LX0890.The horizontal coordinates were scaled from a topographic map and have
 LX0890.an estimated accuracy of +/- 6 seconds.
 LX0890
 LX0890.The orthometric height was determined by differential leveling
 LX0890.and adjusted by the National Geodetic Survey in June 1991..
 LX0890
 LX0890.The geoid height was determined by GEOID03.
 LX0890
 LX0890.The dynamic height is computed by dividing the NAVD 88
 LX0890.geopotential number by the normal gravity value computed on the
 LX0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0890.degrees latitude (g = 980.6199 gals.).
 LX0890
 LX0890.The modeled gravity was interpolated from observed gravity values.
 LX0890
 LX0890;                    North         East    Units  Estimated Accuracy
 LX0890;SPC CT       -   193,860.      275,980.      MT  (+/- 180 meters Scaled)
 LX0890
 LX0890                          SUPERSEDED SURVEY CONTROL
 LX0890
 LX0890  NGVD 29 (??/??/92)   23.255  (m)           76.30   (f) ADJ UNCH    1 1
 LX0890
 LX0890.Superseded values are not recommended for survey control.
 LX0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0890.See file dsdata.txt to determine how the superseded data were derived.
 LX0890
 LX0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL598633(NAD 83)
 LX0890_MARKER: DR = REFERENCE MARK DISK
 LX0890_SETTING: 66 = SET IN ROCK OUTCROP
 LX0890_SP_SET: ROCK CUT
 LX0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0890+STABILITY: POSITION/ELEVATION WELL
 LX0890
 LX0890  HISTORY     - Date     Condition        Report By
 LX0890  HISTORY     - UNK      MONUMENTED       CGS
 LX0890  HISTORY     - 1965     GOOD             NGS
 LX0890  HISTORY     - 1988     GOOD             USPSQD
 LX0890
 LX0890                          STATION DESCRIPTION
 LX0890
 LX0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0890'AT DEVON.
 LX0890'AT DEVON, ABOUT 125 YARDS NORTH ALONG AN ENTRANCE DRIVE TO
 LX0890'INTERCHANGE NO. 34 OF THE CONNECTICUT TURNPIKE FROM ITS JUNCTION
 LX0890'WITH U.S. HIGHWAY 1, SET ON TOP OF A HIGH ROCK CUT, 49 FEET
 LX0890'EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE ENTRANCE
 LX0890'DRIVE, 96 FEET SOUTH OF THE NORTH END OF A STEEL FENCE ALONG
 LX0890'THE WEST SIDE OF A DRIVEWAY TO THE DEVON MOTEL, 11 FEET WEST
 LX0890'OF STEEL FENCE AND ABOUT 15 FEET ABOVE THE LEVEL OF THE ENTRANCE
 LX0890'DRIVE.  NOTE-- DISK HAS BEEN SCRATCHED AND NO STAMPING CAN
 LX0890'BE SEEN ON DISK.
 LX0890
 LX0890                          STATION RECOVERY (1988)
 LX0890
 LX0890'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7598 ***********************************************************************
 LX7598  TIDAL BM    -  This is a Tidal Bench Mark.
 LX7598  DESIGNATION -  LIGHT
 LX7598  PID         -  LX7598
 LX7598  STATE/COUNTY-  CT/NEW HAVEN
 LX7598  USGS QUAD   -  NEW HAVEN (1984)
 LX7598
 LX7598                         *CURRENT SURVEY CONTROL
 LX7598  ___________________________________________________________________
 LX7598* NAD 83(1996)-  41 15 00.68614(N)    072 54 13.88189(W)     ADJUSTED  
 LX7598* NAVD 88     -         5.4    (meters)      18.     (feet)  VERTCON   
 LX7598  ___________________________________________________________________
 LX7598  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LX7598  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7598
 LX7598  HORZ ORDER  -  FIRST
 LX7598
 LX7598.The horizontal coordinates were established by classical geodetic methods
 LX7598.and adjusted by the National Geodetic Survey in August 1998..
 LX7598
 LX7598.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7598
 LX7598.This Tidal Bench Mark is designated as VM 4831
 LX7598.by the Center for Operational Oceanographic Products and Services.
 LX7598
 LX7598.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7598
 LX7598.The geoid height was determined by GEOID03.
 LX7598
 LX7598;                    North         East     Units Scale Factor Converg.
 LX7598;SPC CT       -   198,706.765   291,905.039   MT  0.99999531   -0 06 07.3
 LX7598;SPC CT       -   651,923.78    957,691.78   sFT  0.99999531   -0 06 07.3
 LX7598;UTM  18      - 4,568,649.926   675,625.806   MT  0.99997962   +1 22 56.8
 LX7598
 LX7598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7598!SPC CT       -   1.00000385  x   0.99999531  =   0.99999916
 LX7598!UTM  18      -   1.00000385  x   0.99997962  =   0.99998347
 LX7598
 LX7598|---------------------------------------------------------------------|
 LX7598| PID    Reference Object                     Distance      Geod. Az  |
 LX7598|                                                           dddmmss.s |
 LX7598| AC8378 LIGHT RM 1                            8.302 METERS 02139     |
 LX7598| AC8379 LIGHT RM 2                            4.893 METERS 28230     |
 LX7598|---------------------------------------------------------------------|
 LX7598
 LX7598                          SUPERSEDED SURVEY CONTROL
 LX7598
 LX7598  NAD 83(1992)-  41 15 00.68523(N)    072 54 13.88165(W) AD(       ) 1
 LX7598  NAD 83(1986)-  41 15 00.68632(N)    072 54 13.88562(W) AD(       ) 1
 LX7598  NAD 83(1986)-  41 15 00.68577(N)    072 54 13.88625(W) AD(       ) 1
 LX7598  NGVD 29 (01/16/90)    5.7    (m)           19.     (f) VERT ANG       
 LX7598
 LX7598.Superseded values are not recommended for survey control.
 LX7598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7598.See file dsdata.txt to determine how the superseded data were derived.
 LX7598
 LX7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7562668650(NAD 83)
 LX7598_MARKER: DS = TRIANGULATION STATION DISK
 LX7598_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX7598+WITH SETTING: PAVEMENT
 LX7598_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7598+STABILITY: SURFACE MOTION
 LX7598
 LX7598  HISTORY     - Date     Condition        Report By
 LX7598  HISTORY     - 1982     MONUMENTED       NGS
 LX7598  HISTORY     - 19910602 GOOD             USPSQD
 LX7598
 LX7598                          STATION DESCRIPTION
 LX7598
 LX7598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7598'THE STATION IS LOCATED ON THE EAST SIDE OF NEW HAVEN
 LX7598'HARBOR AT LIGHHOUSE POINT AND ABOUT 0.2 KM (0.1 MI)
 LX7598'NORTH OF THE OLD LIGHTHOUSE.
 LX7598'OWNERSHIP--PERMISSION BY MR BERNIE SOMERS, WHO LIVES
 LX7598'BESIDE THE LIGHTHOUSE, NEW HAVEN PARKS AND
 LX7598'RECREATION DEPT, NEW HAVEN CT 06510,
 LX7598'PHONE 203-787-8005.
 LX7598'
 LX7598'TO REACH THE STATION FROM EXIT 50 ON INTERSTATE 95, IN
 LX7598'NEW HAVEN, GO EAST ON THE FRONTAGE ROAD FOR 0.3 KM
 LX7598'(0.2 MI) TO WOODWARD AVENUE.  CONTINUE EAST FOR 0.2 KM
 LX7598'(0.15 MI) TO A CROSS STREET.  TURN RIGHT, SOUTH, ON
 LX7598'TOWNSEND AVENUE FOR 1.9 KM (1.2 MI)
 LX7598'TO THE PUBLIC LIBRARY ON THE RIGHT.  CONTINUE SOUTH
 LX7598'ON TOWNSEND AVENUE FOR 1.8 KM (1.1 MI) TO A SLANTED
 LX7598'CROSS STREET AND A FIRE HOUSE ON THE RIGHT.  TURN RIGHT
 LX7598'AND GO SOUTH ON LIGHTHOUSE ROAD FOR 1.0 KM (0.6 MI) TO
 LX7598'A TRAFFIC CIRCLE.  CONTINUE STRAIGHT AHEAD FOR 0.2
 LX7598'KM (0.1 MI) TO THE AZIMUTH MARK ON THE LEFT.
 LX7598'CONTINUE SOUTH ON THE PAVED ROAD FOR 0.2 KM (0.1 MI) TO
 LX7598'A CROSSROAD.  TURN RIGHT AND FOLLOW A GRAVEL ROAD FOR
 LX7598'0.3 KM (0.2 MI) TO THE LIGHTHOUSE.  TURN RIGHT AND
 LX7598'FOLLOW THE SHORE LINE FOR 0.2 KM (0.1 MI) TO THE
 LX7598'STATION ON THE LEFT.
 LX7598'
 LX7598'THE STATION IS A STANDARD NGS DISK
 LX7598'STAMPED---LIGHT 1982---,
 LX7598'SET IN A 1.3 BY 2.3 METER CONCRETE SLAB
 LX7598'THAT PROJECTS 0.4 OF A METER.  IT IS ON HIGHEST
 LX7598'GROUND ABOUT 0.2 KM (0.1 MI) NORTH OF THE
 LX7598'LIGHTHOUSE AND NEAR THE SHORE LINE.
 LX7598'IT IS LOCATED
 LX7598'37.7 METERS (123.7 FT) SOUTHWEST FROM A 2 METER OAK TREE AND
 LX7598'10.7 METERS (35.1 FT) WEST FROM THE APPROXIMATE CENTER OF TRACK
 LX7598'ROAD.
 LX7598'
 LX7598'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7598'STAMPED---LIGHT NO 1 1982---,
 LX7598'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7598'29.2 METERS (95.8 FT) SOUTHWEST FROM A 2 METER OAK TREE AND
 LX7598'6.4 METERS (21.0 FT) WEST FROM THE APPROXIMATE CENTER OF TRACK
 LX7598'ROAD.
 LX7598'MARK IS BELOW STATION 0.3 METER.
 LX7598'
 LX7598'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7598'STAMPED---LIGHT NO 2 1982---,
 LX7598'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7598'38.68 METERS (126.9 FT) WEST FROM A 2 METER OAK TREE AND
 LX7598'15.0 METERS (49.2 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 LX7598'TRACK ROAD.
 LX7598'MARK IS BELOW STATION 0.3 METER.
 LX7598'
 LX7598'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7598'
 LX7598'DESCRIBED BY V.D. NOVAK, CHECKED BY D.L. MCFARLAND.
 LX7598
 LX7598                          STATION RECOVERY (1991)
 LX7598
 LX7598'RECOVERY NOTE BY US POWER SQUADRON 1991 (MF)
 LX7598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7599 ***********************************************************************
 LX7599  TIDAL BM    -  This is a Tidal Bench Mark.
 LX7599  DESIGNATION -  LIGHT AZ MK
 LX7599  PID         -  LX7599
 LX7599  STATE/COUNTY-  CT/NEW HAVEN
 LX7599  USGS QUAD   -  NEW HAVEN (1984)
 LX7599
 LX7599                         *CURRENT SURVEY CONTROL
 LX7599  ___________________________________________________________________
 LX7599* NAD 83(1996)-  41 15 08.29592(N)    072 54 02.74319(W)     ADJUSTED  
 LX7599* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 LX7599  ___________________________________________________________________
 LX7599  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LX7599  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7599
 LX7599  HORZ ORDER  -  SECOND
 LX7599
 LX7599.The horizontal coordinates were established by classical geodetic methods
 LX7599.and adjusted by the National Geodetic Survey in August 1998..
 LX7599
 LX7599.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7599
 LX7599.This Tidal Bench Mark is designated as VM 4834
 LX7599.by the Center for Operational Oceanographic Products and Services.
 LX7599
 LX7599.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7599
 LX7599.The geoid height was determined by GEOID03.
 LX7599
 LX7599;                    North         East     Units Scale Factor Converg.
 LX7599;SPC CT       -   198,941.066   292,164.782   MT  0.99999513   -0 05 59.9
 LX7599;SPC CT       -   652,692.48    958,543.96   sFT  0.99999513   -0 05 59.9
 LX7599;UTM  18      - 4,568,890.874   675,879.387   MT  0.99998071   +1 23 04.3
 LX7599
 LX7599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7599!SPC CT       -   1.00000328  x   0.99999513  =   0.99999841
 LX7599!UTM  18      -   1.00000328  x   0.99998071  =   0.99998399
 LX7599
 LX7599                          SUPERSEDED SURVEY CONTROL
 LX7599
 LX7599  NAD 83(1992)-  41 15 08.29500(N)    072 54 02.74297(W) AD(       ) 2
 LX7599  NAD 83(1986)-  41 15 08.29606(N)    072 54 02.74693(W) AD(       ) 2
 LX7599  NAD 83(1986)-  41 15 08.29552(N)    072 54 02.74754(W) AD(       ) 2
 LX7599  NGVD 29 (01/16/90)    9.3    (m)           31.     (f) VERT ANG       
 LX7599
 LX7599.Superseded values are not recommended for survey control.
 LX7599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7599.See file dsdata.txt to determine how the superseded data were derived.
 LX7599
 LX7599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7587968891(NAD 83)
 LX7599_MARKER: DZ = AZIMUTH MARK DISK
 LX7599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7599_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7599+STABILITY: SURFACE MOTION
 LX7599
 LX7599  HISTORY     - Date     Condition        Report By
 LX7599  HISTORY     - 1982     MONUMENTED       NGS
 LX7599  HISTORY     - 19910106 MARK NOT FOUND   USPSQD
 LX7599
 LX7599                          STATION DESCRIPTION
 LX7599
 LX7599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7599'THE STATION IS LOCATED ON THE EAST SIDE OF NEW
 LX7599'HAVEN HARBOR NEAR LIGHHOUSE POINT.
 LX7599'OWNERSHIP--PERMISSION BY MR BERNIE SOMERS, WHO LIVES
 LX7599'BESIDE THE LIGHTHOUSE, NEW HAVEN PARKS AND
 LX7599'RECREATION DEPT, NEW HAVEN CT 06510,
 LX7599'PHONE 203-787-8005.
 LX7599'
 LX7599'TO REACH THE STATION FROM EXIT 50 ON INTERSTATE 95, IN
 LX7599'NEW HAVEN, GO EAST ON THE FRONTAGE ROAD FOR 0.3 KM
 LX7599'(0.2 MI) TO WOODWARD AVENUE.  CONTINUE EAST FOR 0.2 KM
 LX7599'(0.15 MI) TO A CROSS STREET.  TURN RIGHT, SOUTH, ON
 LX7599'TOWNSEND AVENUE FOR 1.9 KM (1.2 MI)
 LX7599'TO THE PUBLIC LIBRARY ON THE RIGHT.  CONTINUE SOUTH
 LX7599'ON TOWNSEND AVENUE FOR 1.8 KM (1.1 MI) TO A SLANTED
 LX7599'CROSS STREET AND A FIRE HOUSE ON THE RIGHT.  TURN RIGHT
 LX7599'AND GO SOUTH ON LIGHTHOUSE ROAD FOR 1.0 KM (0.6 MI) TO
 LX7599'A TRAFFIC CIRCLE.  CONTINUE STRAIGHT AHEAD FOR 0.2 KM
 LX7599'(0.1 MI) TO THE STATION ON THE LEFT.
 LX7599'
 LX7599'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7599'STAMPED---LIGHT 1982---,
 LX7599'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7599'FLUSH WITH GROUND.  IT IS LOCATED
 LX7599'24.7 METERS (24.7 FT) EAST-NORTHEAST FROM POLE NUMBER 102 WITH
 LX7599'LIGHT ATTACHED,
 LX7599'21.64 METERS (71.0 FT) EAST FROM A ROUND CONCRETE BUILDING,
 LX7599'6.8 METERS (22.3 FT) EAST-SOUTHEAST FROM THE EAST CURB OF PAVED
 LX7599'ROAD AND
 LX7599'3.14 METERS (10.3 FT) SOUTH FROM A WITNESS POST.
 LX7599'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK
 LX7599'STAMPED---LIGHT 1982---,
 LX7599'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7599'
 LX7599'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7599'
 LX7599'DESCRIBED BY V.D. NOVAK, CHECKED BY D.L. MCFARLAND.
 LX7599
 LX7599                          STATION RECOVERY (1991)
 LX7599
 LX7599'RECOVERY NOTE BY US POWER SQUADRON 1991 (MF)
 LX7599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7096 ***********************************************************************
 LX7096  DESIGNATION -  LIONS
 LX7096  PID         -  LX7096
 LX7096  STATE/COUNTY-  CT/HARTFORD
 LX7096  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7096
 LX7096                         *CURRENT SURVEY CONTROL
 LX7096  ___________________________________________________________________
 LX7096* NAD 83(1996)-  41 37 49.71531(N)    072 43 52.56523(W)     ADJUSTED  
 LX7096* NAVD 88     -        65.1    (meters)     214.     (feet)  VERTCON   
 LX7096  ___________________________________________________________________
 LX7096  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LX7096  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7096
 LX7096  HORZ ORDER  -  FIRST
 LX7096
 LX7096.The horizontal coordinates were established by classical geodetic methods
 LX7096.and adjusted by the National Geodetic Survey in August 1998..
 LX7096
 LX7096.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7096
 LX7096.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7096
 LX7096.The geoid height was determined by GEOID03.
 LX7096
 LX7096;                    North         East     Units Scale Factor Converg.
 LX7096;SPC CT       -   240,930.349   306,361.482   MT  0.99998456   +0 00 44.7
 LX7096;SPC CT       -   790,452.32  1,005,120.96   sFT  0.99998456   +0 00 44.7
 LX7096;UTM  18      - 4,611,236.040   688,979.980   MT  1.00003951   +1 30 27.4
 LX7096
 LX7096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7096!SPC CT       -   0.99999440  x   0.99998456  =   0.99997896
 LX7096!UTM  18      -   0.99999440  x   1.00003951  =   1.00003391
 LX7096
 LX7096:                Primary Azimuth Mark                     Grid Az
 LX7096:SPC CT       -  WESTFIELD RESET                          166 54 36.2
 LX7096:UTM  18      -  WESTFIELD RESET                          165 24 53.5
 LX7096
 LX7096|---------------------------------------------------------------------|
 LX7096| PID    Reference Object                     Distance      Geod. Az  |
 LX7096|                                                           dddmmss.s |
 LX7096| LX6960 WESTFIELD RESET                     APPROX. 8.2 KM 1665520.9 |
 LX7096| LX6988 BERLIN CONG CH SPIRE                APPROX. 1.8 KM 2260605.6 |
 LX7096| CZ6686 LIONS RM 2                           10.622 METERS 27952     |
 LX7096| CZ6685 LIONS RM 1                           14.880 METERS 35942     |
 LX7096|---------------------------------------------------------------------|
 LX7096
 LX7096                          SUPERSEDED SURVEY CONTROL
 LX7096
 LX7096  NAD 83(1996)-  41 37 49.71473(N)    072 43 52.56533(W) AD(       ) 1
 LX7096  NAD 83(1992)-  41 37 49.71474(N)    072 43 52.56538(W) AD(       ) 1
 LX7096  NAD 83(1992)-  41 37 49.71666(N)    072 43 52.56709(W) AD(       ) 1
 LX7096  NAD 83(1986)-  41 37 49.71667(N)    072 43 52.56716(W) AD(       ) 1
 LX7096  NAD 27      -  41 37 49.35160(N)    072 43 54.21831(W) AD(       ) 1
 LX7096  NGVD 29 (07/19/86)   65.4    (m)          215.     (f) VERT ANG       
 LX7096
 LX7096.Superseded values are not recommended for survey control.
 LX7096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7096.See file dsdata.txt to determine how the superseded data were derived.
 LX7096
 LX7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8898011236(NAD 83)
 LX7096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7096+STABILITY: SURFACE MOTION
 LX7096
 LX7096  HISTORY     - Date     Condition        Report By
 LX7096  HISTORY     - 1978     MONUMENTED       NGS
 LX7096  HISTORY     - 1981     GOOD             NGS
 LX7096
 LX7096                          STATION DESCRIPTION
 LX7096
 LX7096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7096'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF NEWINGTON,
 LX7096'2-1/4 MILES EAST OF KENSINGTON, 1-1/4 MILES NORTHEAST OF
 LX7096'BERLIN AND 1/2 MILE EAST OF U.S. HIGHWAY 5 AND STATE
 LX7096'HIGHWAY 15 AND ON PROPERTY OWNED BY THE BERLIN AGRICULTURE
 LX7096'AND HORTICULTURE SOCIETY.  PERMISSION WAS GRANTED BY MR.
 LX7096'CLIFF LANDRY, WHOSE ADDRESS IS 123 WARNER ROAD, KENSINGTON,
 LX7096'CONNECTICUT, 06037.  THE TELEPHONE NUMBER IS 828-6595.
 LX7096'
 LX7096'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5 AND
 LX7096'STATE HIGHWAYS 15 AND 72 IN BERLIN, GO SOUTHEAST ON STATE
 LX7096'HIGHWAY 72 FOR 0.9 MILE TO A CROSSROAD, (BERLIN STREET AND
 LX7096'MIDDLETOWN ROAD).  TURN LEFT AND GO EAST ON BERLIN STREET FOR
 LX7096'0.05 MILE TO BECKLEY ROAD.  TURN LEFT AND GO NORTH ON
 LX7096'BECKLEY ROAD FOR 1.0 MILES TO A LOCKED GATE ON THE LEFT AND A
 LX7096'HIGH TENSION POWER LINE CROSSING AT THE NORTH END OF THE
 LX7096'FAIRGROUNDS.  TURN LEFT, (PASSING THROUGH GATE) AND GO
 LX7096'WESTERLY ON A TRACK ROAD FOLLOWING THE POWER LINE UPHILL FOR
 LX7096'0.3 MILE TO WHERE THE POWER LINE MAKES A CURVE TO THE RIGHT
 LX7096'AT THE TOP OF THE HILL.  TURN LEFT AND GO SOUTHWEST ON A
 LX7096'DIM WOODS ROAD FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 LX7096'
 LX7096'THE STATION MARKS ARE STANDARD DISKS STAMPED---LIONS 1978---.
 LX7096'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX7096'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND
 LX7096'HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS 26 FEET
 LX7096'SOUTH OF A TWIN TRUNKED OAK TREE, 16.8 FEET EAST OF A TWIN
 LX7096'TRUNKED OAK TREE AND 10.0 FEET WEST OF A METAL WITNESS POST.
 LX7096'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX7096'CONCRETE 28 INCHES BELOW THE GROUND SURFACE.
 LX7096'
 LX7096'REFERENCE MARK 1,
 LX7096'A STANDARD DISK STAMPED---LIONS NO 1 1978---, IS
 LX7096'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 23.5
 LX7096'FEET NORTH-NORTHEAST OF A TWIN TRUNKED OAK TREE, 19 FEET
 LX7096'NORTHWEST OF THE CENTER OF A TRACK ROAD AND 4.4 FEET SOUTH OF
 LX7096'A METAL WITNESS POST.
 LX7096'
 LX7096'REFERENCE MARK 2,
 LX7096'A STANDARD DISK STAMPED---LIONS NO 2 1978---, IS
 LX7096'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 22
 LX7096'FEET NORTHWEST OF A TWIN TRUNKED OAK TREE, 6.5 FEET NORTH OF
 LX7096'A METAL WITNESS POST AND 6 FEET EAST OF A 4-INCH CEDAR TREE.
 LX7096'
 LX7096'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 LX7096'
 LX7096'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 15 METERS.
 LX7096'
 LX7096'DESCRIBED BY G.M. RIVERS III.
 LX7096
 LX7096                          STATION RECOVERY (1981)
 LX7096
 LX7096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7096'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX7096'GOOD CONDITION.  THE DIRECTION AND DISTANCE TO BOTH
 LX7096'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1978 DATA.
 LX7096'A NEW DESCRIPTION FOLLOWS.
 LX7096'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHEAST OF THE
 LX7096'APPROXIMATE CENTER OF NEW BRITAIN, 1.6 KM (1 MI) EAST-NORTHEAST
 LX7096'OF BERLIN, 0.8 KM (0.5 MI) EAST OF U.S. HIGHWAY 5
 LX7096'AND STATE HIGHWAY 15, 0.8 KM (0.5 MI) WEST-NORTHWEST OF EAST
 LX7096'BERLIN AND ON A LOW RIDGE THAT RUNS APPROXIMATE NORTH BY SOUTH.
 LX7096'OWNERSHIP--BERLIN AGRICULTURE AND HORTICULTURE ASSOCIATION,
 LX7096'PERMISSION BY MR DISKIN, 1200 FARMINGTON AVENUE, BERLIN CT 06037,
 LX7096'PHONE 203-828-6595.
 LX7096'
 LX7096'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5 AND STATE
 LX7096'HIGHWAYS 15 AND 72 AT THE NORTHEAST SIDE OF BERLIN.  GO
 LX7096'SOUTHEAST ON STATE HIGHWAY 72 (FOUR LANE HIGHWAY) FOR 1.4 KM
 LX7096'(0.9 MI) TO A CROSSROAD (BERLIN STREET ON LEFT AND MIDDLETOWN
 LX7096'ROAD ON RIGHT AND A GAS STATION IN THE SOUTHEAST CORNER OF
 LX7096'INTERSECTION).  TURN LEFT AND GO EAST ON BERLIN STREET FOR
 LX7096'0.1 KM (0.05 MI) TO BECKLEY ROAD ON LEFT.  TURN LEFT AND GO
 LX7096'NORTH ON BECKLEY ROAD FOR 1.6 KM (1 MI) TO THE FIFTH LOCKED GATE
 LX7096'AT THE NORTH SIDE OF THE FAIRGROUNDS.  TURN LEFT PASSING
 LX7096'THROUGH GATE AND THEN SHARP RIGHT, GOING NORTH, THEN WESTERLY
 LX7096'ALONG THE FENCE LINE AND THEN FOLLOW THE POWER LINE UPHILL
 LX7096'FOR 0.5 KM (0.3 MI) TO WHERE THE POWER LINE MAKES A CURVE TO THE
 LX7096'RIGHT AT THE TOP OF HILL.  TURN LEFT GOING SOUTHWEST ON
 LX7096'A WOODS ROAD FOR 0.1 KM (0.05 MI) TO THE STATION.
 LX7096'
 LX7096'THE STATION IS A STANDARD NGS DISK
 LX7096'STAMPED---LIONS 1978---,
 LX7096'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7096'FLUSH WITH GROUND.  IT IS LOCATED
 LX7096'8.1 METERS (26.6 FT) SOUTH FROM A TWIN-TRUNK OAK TREE,
 LX7096'6.7 METERS (22 FT) WEST FROM A TWIN-TRUNK OAK TREE AND
 LX7096'4.97 METERS (16.3 FT) EAST-NORTHEAST FROM A TWIN-TRUNK OAK TREE.
 LX7096'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7096'STAMPED---LIONS 1978---,
 LX7096'SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METER BELOW THE SURFACE.
 LX7096'
 LX7096'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7096'STAMPED---LIONS NO 1 1978---,
 LX7096'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7096'8.68 METERS (28.5 FT) WEST FROM A TRIPLE-TRUNK OAK TREE,
 LX7096'7.47 METERS (24.5 FT) EAST-NORTHEAST FROM A TWIN-TRUNK OAK TREE
 LX7096'AND
 LX7096'4.05 METERS (13.3 FT) EAST FROM A 0.2 METER IN DIAMETER HEMLOCK
 LX7096'TREE.
 LX7096'MARK IS ABOVE STATION 0.2 METER.
 LX7096'
 LX7096'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7096'STAMPED---LIONS NO 2 1978---,
 LX7096'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7096'10.24 METERS (33.6 FT) WEST-SOUTHWEST FROM A TWIN-TRUNK OAK TREE,
 LX7096'6.7 METERS (22 FT) WEST-NORTHWEST FROM A TWIN-TRUNK OAK TREE AND
 LX7096'1.64 METERS (5.4 FT) NORTHEAST FROM A 10 CM IN DIAMETER CEDAR
 LX7096'TREE.
 LX7096'MARK IS ABOVE STATION 0.1 METER.
 LX7096'
 LX7096'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.1 METERS.
 LX7096'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4721 ***********************************************************************
 LX4721  DESIGNATION -  LISBON
 LX4721  PID         -  LX4721
 LX4721  STATE/COUNTY-  CT/NEW LONDON
 LX4721  USGS QUAD   -  SCOTLAND (1983)
 LX4721
 LX4721                         *CURRENT SURVEY CONTROL
 LX4721  ___________________________________________________________________
 LX4721* NAD 83(1996)-  41 38 02.40851(N)    072 00 43.17729(W)     ADJUSTED  
 LX4721* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 LX4721  ___________________________________________________________________
 LX4721  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX4721  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX4721
 LX4721  HORZ ORDER  -  SECOND
 LX4721
 LX4721.The horizontal coordinates were established by classical geodetic methods
 LX4721.and adjusted by the National Geodetic Survey in August 1998..
 LX4721
 LX4721.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4721
 LX4721.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4721
 LX4721.The geoid height was determined by GEOID03.
 LX4721
 LX4721;                    North         East     Units Scale Factor Converg.
 LX4721;SPC CT       -   241,584.371   366,292.425   MT  0.99998467   +0 29 21.6
 LX4721;SPC CT       -   792,598.06  1,201,744.40   sFT  0.99998467   +0 29 21.6
 LX4721;UTM  18      - 4,613,454.917   748,885.935   MT  1.00036235   +1 59 10.2
 LX4721;UTM  19      - 4,613,524.493   249,115.819   MT  1.00037464   -2 00 07.6
 LX4721
 LX4721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4721!SPC CT       -   0.99998667  x   0.99998467  =   0.99997134
 LX4721!UTM  18      -   0.99998667  x   1.00036235  =   1.00034901
 LX4721!UTM  19      -   0.99998667  x   1.00037464  =   1.00036130
 LX4721
 LX4721|---------------------------------------------------------------------|
 LX4721| PID    Reference Object                     Distance      Geod. Az  |
 LX4721|                                                           dddmmss.s |
 LX4721| LX4723 LISBON RM 3                          13.155 METERS 12543     |
 LX4721| CZ6688 LISBON RM 1                          35.165 METERS 12752     |
 LX4721| CZ6687 LISBON AZ MK                                       1554710.6 |
 LX4721| CZ6689 LISBON RM 2                          40.779 METERS 19625     |
 LX4721| CZ4967 15 AZ OCCUM AZ CONTROL                             2181136.6 |
 LX4721| LX4757 NORWICHTOWN FIRE TOWER              APPROX. 8.7 KM 2394016.1 |
 LX4721|---------------------------------------------------------------------|
 LX4721
 LX4721                          SUPERSEDED SURVEY CONTROL
 LX4721
 LX4721  NAD 83(1996)-  41 38 02.40754(N)    072 00 43.17666(W) AD(       ) 2
 LX4721  NAD 83(1992)-  41 38 02.40762(N)    072 00 43.17677(W) AD(       ) 2
 LX4721  NAD 83(1992)-  41 38 02.40797(N)    072 00 43.17768(W) AD(       ) 2
 LX4721  NAD 83(1986)-  41 38 02.40840(N)    072 00 43.17813(W) AD(       ) 2
 LX4721  NAD 27      -  41 38 02.05224(N)    072 00 44.90420(W) AD(       ) 2
 LX4721  NGVD 29 (07/19/86)  115.4    (m)          379.     (f) VERT ANG       
 LX4721
 LX4721.Superseded values are not recommended for survey control.
 LX4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4721.See file dsdata.txt to determine how the superseded data were derived.
 LX4721
 LX4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4888613455(NAD 83)
 LX4721_MARKER: DE = TRAVERSE STATION DISK
 LX4721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4721
 LX4721  HISTORY     - Date     Condition        Report By
 LX4721  HISTORY     - 1942     MONUMENTED       CTGS
 LX4721  HISTORY     - 1973     GOOD             CTGS
 LX4721  HISTORY     - 1975     GOOD             NGS
 LX4721
 LX4721                          STATION DESCRIPTION
 LX4721
 LX4721'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX4721'THIS STATION IS A BRONZE STATE TRAVERSE DISK IN A 4-FOOT PRECAST
 LX4721'MONUMENT SET FLUSH WITH GROUND STAMPED LISBON 1942 ABOUT 2
 LX4721'MILES NE OF VERSAILLES STATION.
 LX4721'
 LX4721'REFERENCE MARK NO. 1 - BRONZE STATE TRAVERSE DISK IN A DRILL
 LX4721'HOLE IN OUTCROPPING BOULDER 2 FEET IN DIAMETER AND 6 INCHES ABOVE
 LX4721'GROUND, AND 76 FEET S OF STONE WALL STAMPED LISBON R.M. NO. 1
 LX4721'1942.  115.39 FEET E OF STATION.
 LX4721'
 LX4721'REFERENCE MARK NO. 2 - BRONZE STATE TRAVERSE DISK IN A DRILL
 LX4721'HOLE IN OUTCROPPING BOULDER 3 FEET BY 1 FOOT BY 6 INCHES ABOVE
 LX4721'GROUND.  12 FEET E OF STONE WALL (E SIDE OF ROAD) 133.72 FEET S
 LX4721'OF STATION.  STAMPED LISBON R.M. NO. 2 1942.
 LX4721'
 LX4721'AZIMUTH - BRONZE AZIMUTH DISK, STAMPED LISBON 1942, SET IN
 LX4721'BOULDER 4 FEET BY 3 FEET BY 2 FEET.  1000 FEET SE OF STATION IN
 LX4721'CULTIVATED FIELD.
 LX4721'
 LX4721'TO REACH--FROM THE INTERSECTION OF ROUTES 93 AND 138 AT LISBON
 LX4721'TOWN HOUSE, GO N ON ROUTE 93, 1.4 MILES TO T-ROAD LEFT (OR FROM
 LX4721'ROUTES 93 AND 14 IN CANTERBURY GO S ON ROUTE 93, 6.4 MILES TO
 LX4721'T-ROAD RIGHT).  THENCE GO LEFT (OR RIGHT OF COMING FROM
 LX4721'CANTERBURY) 0.8 MILE TO STATION ON RIGHT IN THE NW CORNER OF
 LX4721'PASTURE.  STATION IS 34 FEET FROM CENTER LINE OF ROAD AND 16 FEET
 LX4721'S OF STONE WALL.
 LX4721'
 LX4721'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
 LX4721
 LX4721                          STATION RECOVERY (1973)
 LX4721
 LX4721'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LX4721'LISBON 1942 EXCELLENT
 LX4721'
 LX4721'LISBON RM 1 1942 EXCELLENT
 LX4721'
 LX4721'LISBON RM 2 1942 EXCELLENT
 LX4721'
 LX4721'STATION IS 22 FEET SOUTH OF SNETCO 1351.
 LX4721'
 LX4721'RM 2 IS 32 FEET SOUTHEAST OF ROAD CENTERLINE AND 39 FEET SOUTH
 LX4721'OF BARWAY CENTERLINE.
 LX4721'
 LX4721'TO REACH FROM THE INTERSECTION OF CONN 169 (NEWENT ROAD) AND
 LX4721'CONN 138 (NEWENT ROAD ALSO), IN THE TOWN OF LISBON, GO NORTH ON
 LX4721'CONN 169 FOR 1.31 MILES TO KIMBALL ROAD ON LEFT.  TURN LEFT AND
 LX4721'PROCEED NORTH FOR 0.82 MILE TO A POINT JUST BEFORE A 1-1/2 STORY
 LX4721'FRAME HOUSE AND SNETCO POLE 1351 AT NORTHWEST CORNER OF STONE
 LX4721'WALL (ALL ON RIGHT).  STATION IS ON RIGHT (EAST) JUST OVER WALL.
 LX4721
 LX4721                          STATION RECOVERY (1975)
 LX4721
 LX4721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4721'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX4721'CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND.  THE MEASUREMENT
 LX4721'TO REFERENCE MARK 1 WAS MADE AROUND A SMALL TREE THAT IS IN
 LX4721'LINE AND THE DISTANCE WAS FOUND SHORTER BY 0.02 FOOT.  THE
 LX4721'DISTANCE TO REFERENCE MARK 2 WAS FOUND LONGER BY 0.07 FOOT.  THE
 LX4721'ANGLE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 COULD NOT BE
 LX4721'CHECKED BECAUSE OF THE TREE ON LINE.
 LX4721'
 LX4721'A TOWER COULD NOT BE BUILT OVER THE STATION MARK DUE TO AN
 LX4721'OVERHEAD POWER LINE.  A REFERENCE MARK 3 WAS SET AT THIS TIME
 LX4721'AND ALL OBSERVATIONS WERE MADE FROM THIS POINT.
 LX4721'
 LX4721'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX4721'
 LX4721'THE STATION IS ABOUT 5 MILES SOUTHWEST OF PLAINFIELD, 5-3/4 MILES
 LX4721'SOUTHEAST OF SCOTLAND, 2-1/2 MILES NORTHWEST OF JEWETT CITY, 2
 LX4721'MILES NORTH OF NEWENT AND ON THE PROPERTY OF MRS. I. MOREHOUSE,
 LX4721'RD 3, KIMBALL ROAD, LISBON, CONNECTICUT, 06351.  PHONE NUMBER
 LX4721'376-4892.  MRS. I. MOREHOUSE LIVES ABOUT 0.1 MILE NORTH OF THE
 LX4721'STATION, ON THE EAST SIDE OF THE ROAD.
 LX4721'
 LX4721'TO REACH THE STATION FROM THE LISBON TOWN OFFICES IN NEWENT AND
 LX4721'THE JUNCTIONS OF STATE HIGHWAYS 138 AND 169, GO NORTHERLY ON
 LX4721'HIGHWAY 169 FOR 1.4 MILES TO KIMBALL ROAD ON THE LEFT.  TURN
 LX4721'LEFT AND GO WEST AND NORTH ON KIMBALL ROAD FOR 0.75 MILE TO THE
 LX4721'STATION ON THE RIGHT.
 LX4721'
 LX4721'THE STATION MARK, A U.S. COAST AND GEODETIC SURVEY AND STATE
 LX4721'SURVEY DISK STAMPED LISBON 1942, IS SET IN THE TOP OF A 6-INCH
 LX4721'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LX4721'IS 35 FEET SOUTHEAST OF THE CENTER OF KIMBALL ROAD, 21 FEET
 LX4721'SOUTH OF POWER LINE POLE NUMBER 1351, 17 FEET SOUTHWEST OF A
 LX4721'ROCK FENCE, 16.5 FEET SOUTHWEST OF A ROCK FENCE AND 1.8 FEET
 LX4721'NORTHWEST OF A METAL WITNESS POST.  THERE WAS NO MENTION OF AN
 LX4721'UNDERGROUND STATION MARK IN THE 1942 DATA.
 LX4721'
 LX4721'REFERENCE MARK 1, A U.S. COAST AND GEODETIC SURVEY AND STATE
 LX4721'SURVEY DISK STAMPED LISBON RM 1 1942, IS CEMENTED IN A DRILL HOLE
 LX4721'IN AN OUTCROP OF ROCK 2 FEET IN DIAMETER THAT PROJECTS 6
 LX4721'INCHES ABOVE THE GROUND SURFACE.  IT IS 149 FEET SOUTHEAST OF THE
 LX4721'CENTER OF THE ROAD, 133 FEET SOUTHEAST OF A ROCK FENCE, 129
 LX4721'FEET SOUTHWEST OF A ROCK FENCE AND 2 FEET NORTHWEST OF A METAL
 LX4721'WITNESS POST.
 LX4721'
 LX4721'REFERENCE MARK 2, A U.S. COAST AND GEODETIC SURVEY AND CONNECTICUT
 LX4721'STATE SURVEY DISK STAMPED LISBON RM 2 1942, IS CEMENTED IN
 LX4721'A DRILL HOLE IN A 1 FOOT BY 2 FOOT OUTCROP OF ROCK THAT
 LX4721'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX4721'84 FEET NORTHEAST OF POWER LINE POLE NUMBER 137, 31.5 FEET
 LX4721'SOUTHEAST OF THE CENTER OF THE ROAD, 11.5 FEET SOUTHEAST OF
 LX4721'A ROCK FENCE AND 1.2 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX4721'
 LX4721'REFERENCE MARK 3, A STANDARD DISK STAMPED LISBON 1942 NO 3
 LX4721'1974, IS SET IN A ROUND CONCRETE POST THAT IS 2 INCHES BELOW
 LX4721'THE GROUND SURFACE.  THE UNDERGROUND REFERENCE MARK 3 IS A
 LX4721'STANDARD DISK STAMPED LISBON 1942 NO 3 1974, SET IN AN
 LX4721'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LX4721'SURFACE.  THEY ARE 83.5 FEET SOUTHWEST OF A ROCK FENCE, 77 FEET
 LX4721'SOUTHEAST OF THE CENTER OF THE ROAD, 59 FEET SOUTHEAST OF A
 LX4721'ROCK FENCE AND 5 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4721'
 LX4721'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
 LX4721'
 LX4721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4721'2 MILES NORTH OF NEWENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4723 ***********************************************************************
 LX4723  DESIGNATION -  LISBON RM 3
 LX4723  PID         -  LX4723
 LX4723  STATE/COUNTY-  CT/NEW LONDON
 LX4723  USGS QUAD   -  SCOTLAND (1983)
 LX4723
 LX4723                         *CURRENT SURVEY CONTROL
 LX4723  ___________________________________________________________________
 LX4723* NAD 83(1996)-  41 38 02.15961(N)    072 00 42.71580(W)     ADJUSTED  
 LX4723* NAVD 88     -       114.7    (meters)     376.     (feet)  VERTCON   
 LX4723  ___________________________________________________________________
 LX4723  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX4723  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX4723
 LX4723  HORZ ORDER  -  FIRST
 LX4723
 LX4723.The horizontal coordinates were established by classical geodetic methods
 LX4723.and adjusted by the National Geodetic Survey in August 1998..
 LX4723
 LX4723.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4723
 LX4723.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4723
 LX4723.The geoid height was determined by GEOID03.
 LX4723
 LX4723;                    North         East     Units Scale Factor Converg.
 LX4723;SPC CT       -   241,576.784   366,303.172   MT  0.99998467   +0 29 21.9
 LX4723;SPC CT       -   792,573.17  1,201,779.66   sFT  0.99998467   +0 29 21.9
 LX4723;UTM  18      - 4,613,447.610   748,896.880   MT  1.00036242   +1 59 10.5
 LX4723;UTM  19      - 4,613,516.442   249,126.230   MT  1.00037458   -2 00 07.3
 LX4723
 LX4723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4723!SPC CT       -   0.99998673  x   0.99998467  =   0.99997140
 LX4723!UTM  18      -   0.99998673  x   1.00036242  =   1.00034915
 LX4723!UTM  19      -   0.99998673  x   1.00037458  =   1.00036131
 LX4723
 LX4723|---------------------------------------------------------------------|
 LX4723| PID    Reference Object                     Distance      Geod. Az  |
 LX4723|                                                           dddmmss.s |
 LX4723| CZ6688 LISBON RM 1                          22.023 METERS 12911     |
 LX4723| CZ6689 LISBON RM 2                          38.496 METERS 21514     |
 LX4723| LX4721 LISBON                               13.155 METERS 30543     |
 LX4723| LX4727 MONTY                               APPROX. 6.7 KM 3084813.7 |
 LX4723|---------------------------------------------------------------------|
 LX4723
 LX4723                          SUPERSEDED SURVEY CONTROL
 LX4723
 LX4723  NAD 83(1996)-  41 38 02.15864(N)    072 00 42.71517(W) AD(       ) 1
 LX4723  NAD 83(1992)-  41 38 02.15872(N)    072 00 42.71528(W) AD(       ) 1
 LX4723  NAD 83(1992)-  41 38 02.15907(N)    072 00 42.71619(W) AD(       ) 1
 LX4723  NAD 83(1986)-  41 38 02.15921(N)    072 00 42.71610(W) AD(       ) 1
 LX4723  NAD 27      -  41 38 01.80335(N)    072 00 44.44273(W) AD(       ) 1
 LX4723  NGVD 29 (07/19/86)  115.0    (m)          377.     (f) VERT ANG       
 LX4723
 LX4723.Superseded values are not recommended for survey control.
 LX4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4723.See file dsdata.txt to determine how the superseded data were derived.
 LX4723
 LX4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4889713448(NAD 83)
 LX4723_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4723+STABILITY: SURFACE MOTION
 LX4723
 LX4723  HISTORY     - Date     Condition        Report By
 LX4723  HISTORY     - 1975     MONUMENTED       CTGS
 LX4723
 LX4723                          STATION DESCRIPTION
 LX4723
 LX4723'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (HRR)
 LX4723'THE STATION IS ABOUT 5 MILES SOUTHWEST OF PLAINFIELD, 5-3/4 MILES
 LX4723'SOUTHEAST OF SCOTLAND, 2-1/2 MILES NORTHWEST OF JEWETT CITY,
 LX4723'2 MILES NORTH OF NEWENT AND ON PROPERTY OWNED BY MRS. I.
 LX4723'MOREHOUSE, RT 3, KIMBALL ROAD, LISBON, CONNECTICUT, 06351.  PHONE
 LX4723'NUMBER 376-4892.  MRS. I. MOREHOUSE LIVES ABOUT 0.1 MILE NORTH OF
 LX4723'THE STATION AND ON THE EAST SIDE OF THE ROAD.
 LX4723'
 LX4723'TO REACH THE STATION FROM THE LISBON TOWN OFFICES IN NEWENT
 LX4723'AND THE JUNCTION OF STATE HIGHWAYS 138 AND 169, GO NORTHERLY
 LX4723'ON HIGHWAY 169 FOR 1.4 MILES TO KIMBALL ROAD ON THE LEFT.  TURN
 LX4723'LEFT AND GO WEST AND NORTH ON KIMBALL ROAD FOR 0.75 MILE
 LX4723'TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4723'
 LX4723'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED
 LX4723'LISBON 1942 NO 3 1974.  THE SURFACE MARK IS SET IN A ROUND
 LX4723'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND SURFACE.  THE
 LX4723'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LX4723'48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 83.5 FEET
 LX4723'SOUTHWEST OF A ROCK FENCE, 77 FEET SOUTHEAST OF THE CENTER OF
 LX4723'KIMBALL ROAD, 59 FEET SOUTHEAST OF A ROCK FENCE AND 5 FEET
 LX4723'SOUTHWEST OF A METAL WITNESS POST.
 LX4723'
 LX4723'LISBON 1942, A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY
 LX4723'DISK STAMPED LISBON 1942, IS SET IN THE TOP OF 6-INCH SQUARE
 LX4723'CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 35 FEET
 LX4723'SOUTHEAST OF THE CENTER OF KIMBALL ROAD, 21 FEET SOUTH OF POWER
 LX4723'LINE POLE NUMBER 1351, 17 FEET SOUTHEAST OF A ROCK FENCE,
 LX4723'16.5 FEET SOUTHWEST OF A ROCK FENCE AND 1.8 FEET NORTHWEST OF
 LX4723'A METAL WITNESS POST.
 LX4723'
 LX4723'REFERENCE MARK 1, A U.S. COAST AND GEODETIC SURVEY AND STATE
 LX4723'SURVEY DISK STAMPED LISBON RM 1 1942, IS CEMENTED IN A DRILL
 LX4723'HOLE IN AN OUTCROP OF ROCK 2 FEET IN DIAMETER THAT PROJECTS
 LX4723'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 149 FEET SOUTHEAST
 LX4723'OF THE CENTER OF THE ROAD, 133 FEET SOUTHEAST OF A ROCK FENCE,
 LX4723'129 FEET SOUTHWEST OF A ROCK FENCE AND 2 FEET NORTHWEST OF
 LX4723'A METAL WITNESS POST.
 LX4723'
 LX4723'REFERENCE MARK 2, A U.S. COAST AND GEODETIC SURVEY AND STATE
 LX4723'SURVEY DISK STAMPED LISBON RM 2 1942, IS CEMENTED IN A DRILL
 LX4723'HOLE IN A 1 BY 2 FOOT OUTCROP OF ROCK THAT PROJECTS 6 INCHES
 LX4723'ABOVE THE GROUND SURFACE.  IT IS 84 FEET NORTHEAST OF POWER
 LX4723'LINE POLE NUMBER 137, 31.5 FEET SOUTHEAST OF THE CENTER OF
 LX4723'THE ROAD, 11.5 FEET SOUTHEAST OF A ROCK FENCE AND 1.2 FEET
 LX4723'SOUTHEAST OF A METAL WITNESS POST.
 LX4723'
 LX4723'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2885 ***********************************************************************
 KU2885  DESIGNATION -  LIT 1930
 KU2885  PID         -  KU2885
 KU2885  STATE/COUNTY-  CT/FAIRFIELD
 KU2885  USGS QUAD   -  BAYVILLE (1975)
 KU2885
 KU2885                         *CURRENT SURVEY CONTROL
 KU2885  ___________________________________________________________________
 KU2885* NAD 83(1996)-  40 59 25.17314(N)    073 36 29.97304(W)     ADJUSTED  
 KU2885* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2885  ___________________________________________________________________
 KU2885  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KU2885  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU2885
 KU2885  HORZ ORDER  -  THIRD
 KU2885
 KU2885.The horizontal coordinates were established by classical geodetic methods
 KU2885.and adjusted by the National Geodetic Survey in August 1998..
 KU2885
 KU2885.The orthometric height was scaled from a topographic map.
 KU2885
 KU2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2885
 KU2885.The geoid height was determined by GEOID03.
 KU2885
 KU2885;                    North         East     Units Scale Factor Converg.
 KU2885;SPC CT       -   170,194.122   232,573.828   MT  1.00002780   -0 34 08.8
 KU2885;SPC CT       -   558,378.55    763,035.97   sFT  1.00002780   -0 34 08.8
 KU2885;SPC NY L     -    91,538.893   332,958.216   MT  0.99999789   +0 15 22.3
 KU2885;SPC NY L     -   300,323.85  1,092,380.41   sFT  0.99999789   +0 15 22.3
 KU2885;UTM  18      - 4,538,615.754   617,060.669   MT  0.99976866   +0 54 46.6
 KU2885
 KU2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2885!SPC CT       -   1.00000486  x   1.00002780  =   1.00003266
 KU2885!SPC NY L     -   1.00000486  x   0.99999789  =   1.00000275
 KU2885!UTM  18      -   1.00000486  x   0.99976866  =   0.99977352
 KU2885
 KU2885                          SUPERSEDED SURVEY CONTROL
 KU2885
 KU2885  NAD 83(1992)-  40 59 25.17255(N)    073 36 29.97297(W) AD(       ) 3
 KU2885  NAD 83(1986)-  40 59 25.17266(N)    073 36 29.97313(W) AD(       ) 3
 KU2885  NAD 27      -  40 59 24.82000(N)    073 36 31.51000(W) AD(       ) 3
 KU2885
 KU2885.Superseded values are not recommended for survey control.
 KU2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2885.See file dsdata.txt to determine how the superseded data were derived.
 KU2885
 KU2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1706138616(NAD 83)
 KU2885_MARKER: 01 = LONE TREE
 KU2885
 KU2885  HISTORY     - Date     Condition        Report By
 KU2885  HISTORY     - 1930     FIRST OBSERVED   CGS
 KU2885  HISTORY     - 1931     GOOD             CGS
 KU2885
 KU2885                          STATION DESCRIPTION
 KU2885
 KU2885'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU2885'THE MOST SOUTHEASTERLY TREE ON THE EASTERN OF THE TWO LITTLE
 KU2885'CAPTAINS ISLANDS.  IT IS EXACTLY 11.25 METERS FROM LITTLE CAPTAIN
 KU2885'ID 2, AND THE ANGLE AT THE STATION BETWEEN GREAT CAPTAIN
 KU2885'LIGHTHOUSE AND THE TREE IS 75 DEG 12 MIN 05 SEC.
 KU2885'
 KU2885'THIS STATION IS NOT RECOVERABLE.
 KU2885
 KU2885                          STATION RECOVERY (1931)
 KU2885
 KU2885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2885'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3581 ***********************************************************************
 LX3581  DESIGNATION -  LITCH
 LX3581  PID         -  LX3581
 LX3581  STATE/COUNTY-  CT/LITCHFIELD
 LX3581  USGS QUAD   -  LITCHFIELD (1984)
 LX3581
 LX3581                         *CURRENT SURVEY CONTROL
 LX3581  ___________________________________________________________________
 LX3581* NAD 83(1996)-  41 44 03.78805(N)    073 10 15.65674(W)     ADJUSTED  
 LX3581* NAVD 88     -       360.7    (meters)    1183.     (feet)  VERTCON   
 LX3581  ___________________________________________________________________
 LX3581  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 LX3581  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX3581
 LX3581  HORZ ORDER  -  FIRST
 LX3581
 LX3581.The horizontal coordinates were established by classical geodetic methods
 LX3581.and adjusted by the National Geodetic Survey in August 1998..
 LX3581
 LX3581.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3581
 LX3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3581
 LX3581.The geoid height was determined by GEOID03.
 LX3581
 LX3581;                    North         East     Units Scale Factor Converg.
 LX3581;SPC CT       -   252,556.236   269,774.965   MT  0.99998926   -0 16 45.0
 LX3581;SPC CT       -   828,594.92    885,086.70   sFT  0.99998926   -0 16 45.0
 LX3581;UTM  18      - 4,621,902.407   652,103.395   MT  0.99988470   +1 13 03.9
 LX3581
 LX3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3581!SPC CT       -   0.99994801  x   0.99998926  =   0.99993727
 LX3581!UTM  18      -   0.99994801  x   0.99988470  =   0.99983272
 LX3581
 LX3581|---------------------------------------------------------------------|
 LX3581| PID    Reference Object                     Distance      Geod. Az  |
 LX3581|                                                           dddmmss.s |
 LX3581| CB4597 LITCH RM 2                           18.985 METERS 20752     |
 LX3581| LX3582 LITCH AZ MK                         340.067 METERS 35340     |
 LX3581| CB4596 LITCH RM 1                           18.404 METERS 35741     |
 LX3581|---------------------------------------------------------------------|
 LX3581
 LX3581                          SUPERSEDED SURVEY CONTROL
 LX3581
 LX3581  NAD 83(1996)-  41 44 03.78785(N)    073 10 15.65708(W) AD(       ) 1
 LX3581  NAD 83(1992)-  41 44 03.78811(N)    073 10 15.65730(W) AD(       ) 1
 LX3581  NAD 83(1992)-  41 44 03.78949(N)    073 10 15.65849(W) AD(       ) 1
 LX3581  NAD 83(1986)-  41 44 03.78936(N)    073 10 15.65865(W) AD(       ) 1
 LX3581  NAD 27      -  41 44 03.44185(N)    073 10 17.25390(W) AD(       ) 1
 LX3581  NGVD 29 (07/19/86)  360.9    (m)         1184.     (f) VERT ANG       
 LX3581
 LX3581.Superseded values are not recommended for survey control.
 LX3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3581.See file dsdata.txt to determine how the superseded data were derived.
 LX3581
 LX3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5210321902(NAD 83)
 LX3581_MARKER: DS = TRIANGULATION STATION DISK
 LX3581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3581_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3581
 LX3581  HISTORY     - Date     Condition        Report By
 LX3581  HISTORY     - 1981     MONUMENTED       NGS
 LX3581
 LX3581                          STATION DESCRIPTION
 LX3581
 LX3581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3581'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHWEST
 LX3581'OF THE APPROXIMATE CENTER OF TORRINGTON, 5.6 KM (3.5 MI)
 LX3581'WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 8 AND 118,
 LX3581'4.8 KM (3 MI) NORTH-NORTHEAST OF EAST MORRIS, 1.6 KM
 LX3581'(1 MI) SOUTHEAST OF LITCHFIELD AND ON ROAD RIGHT OF-WAY.
 LX3581'OWNERSHIP--CITY OF LITCHFIELD, FIRST SELECTMAN FOR THE TOWN OF
 LX3581'LITCHFIELD, MR THEODORE P LITWIN, TOWN OFFICE BUILDING,
 LX3581'LITCHFIELD CT 06759, PHONE 203-567-5133.
 LX3581'
 LX3581'TO REACH THE STATION FROM JUNCTIONS OF STATE HIGHWAYS 8 AND 118
 LX3581'OVERPASS (EXIT 42 EAST SIDE) ABOUT 3.2 KM (2 MI) SOUTH OF
 LX3581'TORRINGTON.  GO SOUTHWEST ON STATE HIGHWAY 118 FOR 6.4 KM
 LX3581'(4 MI) TO THE JUNCTION WITH STATE HIGHWAY 254.  CONTINUE
 LX3581'AHEAD FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  TURN LEFT AND GO
 LX3581'SOUTH ON CHESTNUT HILL ROAD FOR 0.9 KM (0.55 MI) TO THE
 LX3581'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD SOUTH ON
 LX3581'THE PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON RIGHT,
 LX3581'JUST BEFORE REACHING A SIDE ROAD RIGHT.
 LX3581'
 LX3581'THE STATION IS A STANDARD NGS DISK
 LX3581'STAMPED---LITCH 1981---,
 LX3581'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3581'FLUSH WITH GROUND.  IT IS LOCATED
 LX3581'10.7 METERS (35.0 FT) WEST FROM THE APPROXIMATE CENTER OF
 LX3581'CHESTNUT HILL ROAD,
 LX3581'11.3 METERS (37.0 FT) EAST-NORTHEAST FROM A 40 CM DIAMETER MAPLE
 LX3581'TREE AT THE NORTHWEST CORNER OF THE INTERSECTION AND
 LX3581'5.7 METERS (18.6 FT) EAST FROM A METAL WITNESS POST IN THE FENCE ROW.
 LX3581'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3581'STAMPED---LITCH 1981---,
 LX3581'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX3581'
 LX3581'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3581'STAMPED---LITCH NO 1 1981---,
 LX3581'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3581'FLUSH WITH GROUND.  IT IS LOCATED
 LX3581'8.5 METERS (27.9 FT) WEST FROM THE APPROXIMATE CENTER OF CHESTNUT
 LX3581'HILL ROAD,
 LX3581'6.1 METERS (20.0 FT) EAST FROM A METAL WITNESS POST AND
 LX3581'5.9 METERS (19.3 FT) EAST-SOUTHEAST FROM A 40 CM IN DIAMETER
 LX3581'MAPLE TREE.
 LX3581'MARK IS LEVEL WITH STATION.
 LX3581'
 LX3581'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3581'STAMPED---LITCH NO 2 1981---,
 LX3581'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3581'FLUSH WITH GROUND.  IT IS LOCATED
 LX3581'11.0 METERS (36.0 FT) NORTH FROM THE APPROXIMATE CENTER OF CAMP
 LX3581'DUTTON ROAD.
 LX3581'20.7 METERS (68.0 FT) NORTHEAST FROM A UTILITY POLE ON THE SIDE
 LX3581'OF CAMP DUTTON ROAD,
 LX3581'17.2 METERS (56.5 FT) SOUTH FROM A WITNESS POST AND
 LX3581'9.4 METERS (30.9 FT) WEST-SOUTHWEST FROM A 40 CM IN DIAMETER
 LX3581'MAPLE TREE AT THE NORTHWEST CORNER OF THE ROAD.
 LX3581'MARK IS BELOW STATION 0.5 METERS.
 LX3581'
 LX3581'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3581'STAMPED---LITCH 1981---,
 LX3581'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3581'FLUSH WITH GROUND.  IT IS LOCATED
 LX3581'11.0 METERS (36.1 FT) EAST FROM THE CENTER OF CHESTNUT HILL ROAD,
 LX3581'6.4 METERS (21.0 FT) SOUTHWEST FROM THE SOUTHERN END OF A ROCK
 LX3581'WALL,
 LX3581'0.8 METER (2.5 FT) EAST-SOUTHEAST FROM UTILITY POLE NUMBER 528 AND
 LX3581'0.9 METER (3.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 LX3581'
 LX3581'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3582 ***********************************************************************
 LX3582  DESIGNATION -  LITCH AZ MK
 LX3582  PID         -  LX3582
 LX3582  STATE/COUNTY-  CT/LITCHFIELD
 LX3582  USGS QUAD   -  LITCHFIELD (1984)
 LX3582
 LX3582                         *CURRENT SURVEY CONTROL
 LX3582  ___________________________________________________________________
 LX3582* NAD 83(1996)-  41 44 14.74320(N)    073 10 17.28014(W)     ADJUSTED  
 LX3582* NAVD 88     -       358.3    (meters)    1176.     (feet)  VERTCON   
 LX3582  ___________________________________________________________________
 LX3582  LAPLACE CORR-           4.25  (seconds)                    DEFLEC99
 LX3582  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX3582
 LX3582  HORZ ORDER  -  SECOND
 LX3582
 LX3582.The horizontal coordinates were established by classical geodetic methods
 LX3582.and adjusted by the National Geodetic Survey in August 1998..
 LX3582.No horizontal observational check was made to the station.
 LX3582
 LX3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3582
 LX3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3582
 LX3582.The geoid height was determined by GEOID03.
 LX3582
 LX3582;                    North         East     Units Scale Factor Converg.
 LX3582;SPC CT       -   252,894.403   269,739.098   MT  0.99998945   -0 16 46.0
 LX3582;SPC CT       -   829,704.39    884,969.02   sFT  0.99998945   -0 16 46.0
 LX3582;UTM  18      - 4,622,239.486   652,058.711   MT  0.99988453   +1 13 03.1
 LX3582
 LX3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3582!SPC CT       -   0.99994839  x   0.99998945  =   0.99993784
 LX3582!UTM  18      -   0.99994839  x   0.99988453  =   0.99983292
 LX3582
 LX3582                          SUPERSEDED SURVEY CONTROL
 LX3582
 LX3582  NAD 83(1996)-  41 44 14.74301(N)    073 10 17.28048(W) AD(       ) 2
 LX3582  NAD 83(1992)-  41 44 14.74326(N)    073 10 17.28070(W) AD(       ) 2
 LX3582  NAD 83(1992)-  41 44 14.74464(N)    073 10 17.28189(W) AD(       ) 2
 LX3582  NAD 83(1986)-  41 44 14.74451(N)    073 10 17.28205(W) AD(       ) 2
 LX3582  NAD 27      -  41 44 14.39712(N)    073 10 18.87717(W) AD(       ) 2
 LX3582  NGVD 29 (07/19/86)  358.5    (m)         1176.     (f) VERT ANG       
 LX3582
 LX3582.Superseded values are not recommended for survey control.
 LX3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3582.See file dsdata.txt to determine how the superseded data were derived.
 LX3582
 LX3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5205922239(NAD 83)
 LX3582_MARKER: DZ = AZIMUTH MARK DISK
 LX3582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3582_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3582
 LX3582  HISTORY     - Date     Condition        Report By
 LX3582  HISTORY     - 1981     MONUMENTED       NGS
 LX3582
 LX3582                          STATION DESCRIPTION
 LX3582
 LX3582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3582'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHWEST OF THE
 LX3582'APPROXIMATE CENTER OF TORRINGTON , 5.6 KM (3.5 MI)
 LX3582'WEST-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 8 AND 118,
 LX3582'4.8 KM (3 MI) NORTH=NORTHEAST OF EAST MORRIS, 1.6 KM (1 MI)
 LX3582'SOUTHEAST OF LITCHFIELD AND ON ROAD RIGHT-OF-WAY.
 LX3582'OWNERSHIP--CITY OF LITCHFIELD, FIRST SELECTMAN FOR THE TOWN
 LX3582'OF LITCHFIELD, MR THEODORE P LITWIN, TOWN OFFICE BUILDING,
 LX3582'LITCHFIELD CT 06759, PHONE 203-567-5133.
 LX3582'
 LX3582'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 8 AND 118
 LX3582'OVERPASS (EXIT 42 EAST SIDE) ABOUT 3.2 KM (2 MI) SOUTH OF
 LX3582'TORRINGTON.  GO SOUTHWEST ON STATE HIGHWAY 118 FOR 6.4 KM
 LX3582'(4 MI) TO THE JUNCTION WITH STATE HIGHWAY 254.  CONTINUE
 LX3582'AHEAD FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  TURN LEFT AND GO
 LX3582'SOUTH ON CHESTNUT HILL ROAD FOR 0.9 KM (0.55 MI) TO
 LX3582'THE MARK ON LEFT.
 LX3582'
 LX3582'THE STATION IS A STANDARD NGS DISK
 LX3582'STAMPED---LITCH 1981---,
 LX3582'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3582'FLUSH WITH GROUND.  IT IS LOCATED
 LX3582'11.0 METERS (36.1 FT) EAST FROM THE APPROXIMATE CENTER OF
 LX3582'CHESTNUT HILL ROAD,
 LX3582'6.4 METERS (21.0 FT) SOUTHWEST FROM THE SOUTHERN END OF A ROCK
 LX3582'WALL,
 LX3582'0.9 METER (3.0 FT) EAST-SOUTHEAST FROM A WITNESS POST AND
 LX3582'0.8 METER (2.6 FT) EAST-SOUTHEAST FROM UTILITY POLE NUMBER 528.
 LX3582'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX3582'STAMPED---LITCH 1981---,
 LX3582'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX3582'
 LX3582'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE ARE NONE.
 LX3582'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2886 ***********************************************************************
 KU2886  DESIGNATION -  LITTLE CAPTAINS ISLAND 2 1882
 KU2886  PID         -  KU2886
 KU2886  STATE/COUNTY-  CT/FAIRFIELD
 KU2886  USGS QUAD   -  BAYVILLE (1975)
 KU2886
 KU2886                         *CURRENT SURVEY CONTROL
 KU2886  ___________________________________________________________________
 KU2886* NAD 83(1996)-  40 59 24.93109(N)    073 36 29.61303(W)     ADJUSTED  
 KU2886* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 KU2886  ___________________________________________________________________
 KU2886  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KU2886  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 KU2886
 KU2886  HORZ ORDER  -  THIRD
 KU2886
 KU2886.The horizontal coordinates were established by classical geodetic methods
 KU2886.and adjusted by the National Geodetic Survey in August 1998..
 KU2886
 KU2886.The orthometric height was scaled from a topographic map.
 KU2886
 KU2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2886
 KU2886.The geoid height was determined by GEOID03.
 KU2886
 KU2886;                    North         East     Units Scale Factor Converg.
 KU2886;SPC CT       -   170,186.572   232,582.168   MT  1.00002781   -0 34 08.6
 KU2886;SPC CT       -   558,353.78    763,063.33   sFT  1.00002781   -0 34 08.6
 KU2886;SPC NY L     -    91,531.464   332,966.664   MT  0.99999788   +0 15 22.5
 KU2886;SPC NY L     -   300,299.48  1,092,408.13   sFT  0.99999788   +0 15 22.5
 KU2886;UTM  18      - 4,538,608.424   617,069.200   MT  0.99976868   +0 54 46.8
 KU2886
 KU2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2886!SPC CT       -   1.00000486  x   1.00002781  =   1.00003267
 KU2886!SPC NY L     -   1.00000486  x   0.99999788  =   1.00000274
 KU2886!UTM  18      -   1.00000486  x   0.99976868  =   0.99977354
 KU2886
 KU2886:                Primary Azimuth Mark                     Grid Az
 KU2886:SPC CT       -  BLACK STACK                              012 19 11.2
 KU2886:SPC NY L     -  BLACK STACK                              011 29 40.1
 KU2886:UTM  18      -  BLACK STACK                              010 50 15.8
 KU2886
 KU2886|---------------------------------------------------------------------|
 KU2886| PID    Reference Object                     Distance      Geod. Az  |
 KU2886|                                                           dddmmss.s |
 KU2886| LX3897 BLACK STACK                         APPROX. 4.5 KM 0114502.6 |
 KU2886| LX3905 STACK B                             APPROX. 7.0 KM 0412146.9 |
 KU2886| KU2928 LOCUST VALLEY PIPING ROCK TANK      APPROX.13.8 KM 1702830.7 |
 KU2886| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 1.6 KM 2362253.6 |
 KU2886| KU3090 JONES ROCKS BEACON                  APPROX. 2.2 KM 2643529.3 |
 KU2886| LX3923 WINDMILL                            APPROX. 5.9 KM 3052625.8 |
 KU2886| KU2885 LIT 1930                             11.250 METERS 31135     |
 KU2886|---------------------------------------------------------------------|
 KU2886
 KU2886                          SUPERSEDED SURVEY CONTROL
 KU2886
 KU2886  NAD 83(1992)-  40 59 24.93051(N)    073 36 29.61296(W) AD(       ) 3
 KU2886  NAD 83(1986)-  40 59 24.93061(N)    073 36 29.61312(W) AD(       ) 3
 KU2886  NAD 27      -  40 59 24.58000(N)    073 36 31.15000(W) AD(       ) 3
 KU2886
 KU2886.Superseded values are not recommended for survey control.
 KU2886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2886.See file dsdata.txt to determine how the superseded data were derived.
 KU2886
 KU2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1706938608(NAD 83)
 KU2886_MARKER: N = NAIL
 KU2886_SETTING: 0 = UNSPECIFIED SETTING
 KU2886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2886
 KU2886  HISTORY     - Date     Condition        Report By
 KU2886  HISTORY     - 1882     MONUMENTED       CGS
 KU2886  HISTORY     - 1917     POOR             CGS
 KU2886  HISTORY     - 1930     SEE DESCRIPTION  CGS
 KU2886  HISTORY     - 1933     MARK NOT FOUND   CGS
 KU2886
 KU2886                          STATION DESCRIPTION
 KU2886
 KU2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (RM)
 KU2886'SITE IS EASILY FOUND FROM BRADFORDS DESCRIPTION.  THE STATION IS
 KU2886'ON THE HIGHEST POINT (OR NEARLY SO) OF THE SMALLER OF THE TWO
 KU2886'CAPTAIN ISLANDS.  THE LARGE ROCK MENTIONED BY BRADFORD IS THE ONLY
 KU2886'LARGE ROCK ON TOP OF THE BANK AND THE TRIANGLES ARE CLEARLY
 KU2886'VISIBLE.  THE SMALLER ROCK IS STILL HERE AND TRIANGLE
 KU2886'VISIBLE.  FOUND SURFACE STAKE ALL ROTTED.  SUB-SURFACE MARK WAS
 KU2886'FOUND IN GOOD CONDITION AND DID NOT DISTURB IT.  A POLE ABOUT
 KU2886'30 FEET HIGH HAS BEEN ERECTED ABOUT 5 FEET WEST OF THE STATION.
 KU2886'THE POLE IS USED BY THE CONNECTICUT SHELLFISH COMMISSION AS AN
 KU2886'OYSTER GROUND SIGNAL.  SITE IS STILL A GOOD PLACE FOR A STATION,
 KU2886'EXCEPT N.W. QUADRANT, IN WHICH VIEW IS OBSTRUCTED BY THE TREES
 KU2886'ON THE ISLAND, WHICH, HOWEVER, ARE FEW IN NUMBER.  CAN SEE
 KU2886'GREAT CAPTAINS ISLAND L.H. OVER THE LARGER OF THE TWO LITTLE
 KU2886'CAPTAIN ISLANDS.
 KU2886
 KU2886                          STATION RECOVERY (1930)
 KU2886
 KU2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (BHR)
 KU2886'THE GLAZED EARTHENWARE DRAINPIPE USED AS A SUBSURFACE MARK WAS
 KU2886'EASILY FOUND FROM BRADFORDS DESCRIPTION.  THE REFERENCE MARKS
 KU2886'WERE ALSO FOUND INTACT, AND THEIR DISTANCES AND DIRECTIONS
 KU2886'CHECKED.  NO TRACE OF THE SURFACE MARK WAS FOUND.  THE SQUARE
 KU2886'STICK WITH THE COPPER TACK NAILED ON TOP TO MARK THE EXACT
 KU2886'LOCATION OF STATION HAS ROTTED AWAY LEAVING A SQUARE HOLE IN
 KU2886'THE HYDRAULIC CEMENT THAT SURROUNDED IT.
 KU2886
 KU2886                          STATION RECOVERY (1933)
 KU2886
 KU2886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 KU2886'REF. MARKS WERE FOUND AS DESCRIBED.  STA. ITSELF WAS NOT
 KU2886'RECOVERED BUT THE LOCATION WAS ESTABLISHED FROM REF. MARKS FOR
 KU2886'THE PURPOSE OF LOCATING ON AERIAL PHOTOGRAPHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6241 ***********************************************************************
 LX6241  DESIGNATION -  LOBSTER
 LX6241  PID         -  LX6241
 LX6241  STATE/COUNTY-  CT/NEW HAVEN
 LX6241  USGS QUAD   -  GUILFORD (1984)
 LX6241
 LX6241                         *CURRENT SURVEY CONTROL
 LX6241  ___________________________________________________________________
 LX6241* NAD 83(1996)-  41 15 05.91815(N)    072 40 05.99661(W)     ADJUSTED  
 LX6241* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6241  ___________________________________________________________________
 LX6241  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LX6241  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX6241
 LX6241  HORZ ORDER  -  SECOND
 LX6241
 LX6241.The horizontal coordinates were established by classical geodetic methods
 LX6241.and adjusted by the National Geodetic Survey in August 1998..
 LX6241
 LX6241.The orthometric height was scaled from a topographic map.
 LX6241
 LX6241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6241
 LX6241.The geoid height was determined by GEOID03.
 LX6241
 LX6241;                    North         East     Units Scale Factor Converg.
 LX6241;SPC CT       -   198,859.925   311,645.495   MT  0.99999519   +0 03 14.9
 LX6241;SPC CT       -   652,426.27  1,022,456.93   sFT  0.99999519   +0 03 14.9
 LX6241;SPC NY L     -   121,334.793   411,610.760   MT  1.00001942   +0 52 15.7
 LX6241;SPC NY L     -   398,079.23  1,350,426.30   sFT  1.00001942   +0 52 15.7
 LX6241;UTM  18      - 4,569,314.324   695,356.238   MT  1.00006971   +1 32 16.5
 LX6241
 LX6241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6241!SPC CT       -   1.00000463  x   0.99999519  =   0.99999982
 LX6241!SPC NY L     -   1.00000463  x   1.00001942  =   1.00002405
 LX6241!UTM  18      -   1.00000463  x   1.00006971  =   1.00007434
 LX6241
 LX6241:                Primary Azimuth Mark                     Grid Az
 LX6241:SPC CT       -  GUILFORD HARBOR GABLE E SIDE             016 25 31.7
 LX6241:SPC NY L     -  GUILFORD HARBOR GABLE E SIDE             015 36 30.9
 LX6241:UTM  18      -  GUILFORD HARBOR GABLE E SIDE             014 56 30.1
 LX6241
 LX6241|---------------------------------------------------------------------|
 LX6241| PID    Reference Object                     Distance      Geod. Az  |
 LX6241|                                                           dddmmss.s |
 LX6241| LX6266 GUILFORD HARBOR GABLE E SIDE        APPROX. 1.9 KM 0162846.6 |
 LX6241| LX6203 MADISON CONG CHURCH TOWER           APPROX. 6.3 KM 0600418.3 |
 LX6241| CZ6690 LOBSTER RM 1                         12.440 METERS 10437     |
 LX6241| LX6239 LOBSTER ROCK HOUSE                    9.087 METERS 12645     |
 LX6241| CZ6691 LOBSTER RM 2                          6.700 METERS 15444     |
 LX6241| LX6254 STEVENS CHIMNEY                     APPROX. 1.7 KM 2643800.7 |
 LX6241| LX6242 INNER WHITE TOP HOUSE               APPROX. 0.7 KM 3322653.8 |
 LX6241| LX6263 GUILFORD CONG CHURCH SPIRE          APPROX. 3.8 KM 3422059.8 |
 LX6241| LX6240 GUILFORD POINT GABLE                APPROX. 1.6 KM 3565142.5 |
 LX6241|---------------------------------------------------------------------|
 LX6241
 LX6241                          SUPERSEDED SURVEY CONTROL
 LX6241
 LX6241  NAD 83(1992)-  41 15 05.91725(N)    072 40 05.99646(W) AD(       ) 2
 LX6241  NAD 83(1986)-  41 15 05.91947(N)    072 40 05.99937(W) AD(       ) 2
 LX6241  NAD 27      -  41 15 05.57000(N)    072 40 07.66100(W) AD(       ) 2
 LX6241
 LX6241.Superseded values are not recommended for survey control.
 LX6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6241.See file dsdata.txt to determine how the superseded data were derived.
 LX6241
 LX6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9535669314(NAD 83)
 LX6241_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6241_SETTING: 66 = SET IN ROCK OUTCROP
 LX6241_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6241+STABILITY: POSITION/ELEVATION WELL
 LX6241
 LX6241  HISTORY     - Date     Condition        Report By
 LX6241  HISTORY     - 1933     MONUMENTED       CGS
 LX6241  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6241
 LX6241                          STATION DESCRIPTION
 LX6241
 LX6241'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6241'THIS STATION IS LOCATED ON A ROCKY ISLET OFF GUILFORD POINT.  ON
 LX6241'THE CHART IT IS CALLED LOBSTER ROCK BUT LOCALLY IT IS KNOWN AS
 LX6241'OUTER WHITE TOP.
 LX6241'
 LX6241'STATION, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6241'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, AND 12A.
 LX6241'
 LX6241'IT IS NOT ON THE HIGHEST PART OF THE ROCK BUT IS ABOUT 10 METERS
 LX6241'NORTHERLY OF IT.  THE HIGH PART IS NOW OCCUPIED BY A VACANT
 LX6241'WOODEN SHACK.  THERE ARE SEVERAL IRON BOLTS, LEADED IN THE ROCK,
 LX6241'REMAINING FROM THE ANCHORAGE OF SOME PREVIOUS STRUCTURE.
 LX6241'
 LX6241'ORDINARY HIGH WATER LINE TO THE NORTHWARD IS 7 METERS DISTANT,
 LX6241'TO THE EASTWARD 7 METERS, TO THE SOUTHWARD 9 METERS AND TO THE
 LX6241'WESTWARD 10 METERS.  NW CORNER OF THE SHACK BEARS S 55 DEG E
 LX6241'(MAGNETIC) AND IS 7 METERS DISTANT.  REFERENCE MARK NO.1 IS IN
 LX6241'THE EASTERLY PART OF THE ISLET 13 METERS W OF HIGH WATERLINE AND
 LX6241'2.33 METERS NE OF THE NE CORNER OF THE SHACK.  IT BEARS S 62 DEG
 LX6241'E (MAGNETIC).  REFERENCE MARK NO.2 IS IN THE SOUTHERLY PART OF
 LX6241'THE ISLET 4.3 METERS N OF HIGH WATER LINE AND 2.23 METERS
 LX6241'SOUTHWESTERLY OF THE SW CORNER OF THE SHACK.  IT BEARS S 15
 LX6241'DEG E (MAGNETIC).
 LX6241'
 LX6241'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX6241
 LX6241                          STATION RECOVERY (1961)
 LX6241
 LX6241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6241'STATION RECOVERED IN GOOD CONDITION.  THE DISTANCES WERE CHECKED
 LX6241'AND FOUND TO BE CORRECT.  THE MARKS ARE STAMPED--
 LX6241'
 LX6241'STATION - LOBSTER 1933
 LX6241'
 LX6241'R.M. 1 - LOBSTER NO 1 1933
 LX6241'
 LX6241'R.M. 2 - LOBSTER NO 2 1933
 LX6241'
 LX6241'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND
 LX6241'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6239 ***********************************************************************
 LX6239  DESIGNATION -  LOBSTER ROCK HOUSE
 LX6239  PID         -  LX6239
 LX6239  STATE/COUNTY-  CT/NEW HAVEN
 LX6239  USGS QUAD   -  GUILFORD (1984)
 LX6239
 LX6239                         *CURRENT SURVEY CONTROL
 LX6239  ___________________________________________________________________
 LX6239* NAD 83(1996)-  41 15 05.74189(N)    072 40 05.68390(W)     ADJUSTED  
 LX6239* NAVD 88     -                                                        
 LX6239  ___________________________________________________________________
 LX6239  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 LX6239  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX6239
 LX6239  HORZ ORDER  -  THIRD
 LX6239
 LX6239.The horizontal coordinates were established by classical geodetic methods
 LX6239.and adjusted by the National Geodetic Survey in August 1998..
 LX6239
 LX6239
 LX6239.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6239
 LX6239.The geoid height was determined by GEOID03.
 LX6239
 LX6239;                    North         East     Units Scale Factor Converg.
 LX6239;SPC CT       -   198,854.494   311,652.781   MT  0.99999519   +0 03 15.1
 LX6239;SPC CT       -   652,408.45  1,022,480.83   sFT  0.99999519   +0 03 15.1
 LX6239;SPC NY L     -   121,329.466   411,618.122   MT  1.00001941   +0 52 15.9
 LX6239;SPC NY L     -   398,061.76  1,350,450.46   sFT  1.00001941   +0 52 15.9
 LX6239;UTM  18      - 4,569,309.084   695,363.662   MT  1.00006974   +1 32 16.7
 LX6239
 LX6239                          SUPERSEDED SURVEY CONTROL
 LX6239
 LX6239  NAD 83(1992)-  41 15 05.74099(N)    072 40 05.68375(W) AD(       ) 4
 LX6239  NAD 83(1986)-  41 15 05.74462(N)    072 40 05.68533(W) AD(       ) 4
 LX6239  NAD 27      -  41 15 05.43100(N)    072 40 07.33900(W) AD(       ) 3
 LX6239
 LX6239.Superseded values are not recommended for survey control.
 LX6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6239.See file dsdata.txt to determine how the superseded data were derived.
 LX6239
 LX6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9536469309(NAD 83)
 LX6239
 LX6239  HISTORY     - Date     Condition        Report By
 LX6239  HISTORY     - 1933     MONUMENTED       CGS
 LX6239  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6239
 LX6239                          STATION DESCRIPTION
 LX6239
 LX6239'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6239'THIS IS A SMALL UNINHABITED HOUSE ON LOBSTER ROCK, ONE OF THE
 LX6239'LARGER ROCKS IN THE ENTRANCE TO GUILFORD HARBOR.  LOBSTER ROCK
 LX6239'IS KNOWN LOCALLY AS OUTER WHITE-TOP.
 LX6239'
 LX6239'CENTER IS THE CENTER LINE OF THE BUILDING.
 LX6239'
 LX6239'THIS BUILDING IS EASILY IDENTIFIED OFF-SHORE.
 LX6239
 LX6239                          STATION RECOVERY (1961)
 LX6239
 LX6239'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6239'STATION DESTROYED.  HOUSE WAS BLOWN DOWN IN THE 1938 HURRICANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3900 ***********************************************************************
 LX3900  DESIGNATION -  LOCK
 LX3900  PID         -  LX3900
 LX3900  STATE/COUNTY-  CT/FAIRFIELD
 LX3900  USGS QUAD   -  STAMFORD (1984)
 LX3900
 LX3900                         *CURRENT SURVEY CONTROL
 LX3900  ___________________________________________________________________
 LX3900* NAD 83(1996)-  41 01 12.07410(N)    073 31 24.06252(W)     ADJUSTED  
 LX3900* NAVD 88     -                                                        
 LX3900  ___________________________________________________________________
 LX3900  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LX3900  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3900
 LX3900  HORZ ORDER  -  THIRD
 LX3900
 LX3900.The horizontal coordinates were established by classical geodetic methods
 LX3900.and adjusted by the National Geodetic Survey in August 1998..
 LX3900
 LX3900
 LX3900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3900
 LX3900.The geoid height was determined by GEOID03.
 LX3900
 LX3900;                    North         East     Units Scale Factor Converg.
 LX3900;SPC CT       -   173,424.280   239,753.666   MT  1.00002306   -0 30 46.0
 LX3900;SPC CT       -   568,976.16    786,591.82   sFT  1.00002306   -0 30 46.0
 LX3900;SPC NY L     -    94,871.996   340,090.613   MT  0.99999929   +0 18 42.4
 LX3900;SPC NY L     -   311,259.21  1,115,780.62   sFT  0.99999929   +0 18 42.4
 LX3900;UTM  18      - 4,542,029.688   624,152.813   MT  0.99978971   +0 58 09.4
 LX3900
 LX3900                          SUPERSEDED SURVEY CONTROL
 LX3900
 LX3900  NAD 83(1992)-  41 01 12.07346(N)    073 31 24.06192(W) AD(       ) 4
 LX3900  NAD 83(1986)-  41 01 12.07333(N)    073 31 24.06285(W) AD(       ) 4
 LX3900  NAD 27      -  41 01 11.71800(N)    073 31 25.64100(W) AD(       ) 3
 LX3900
 LX3900.Superseded values are not recommended for survey control.
 LX3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3900.See file dsdata.txt to determine how the superseded data were derived.
 LX3900
 LX3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2415342030(NAD 83)
 LX3900
 LX3900  HISTORY     - Date     Condition        Report By
 LX3900  HISTORY     - 1931     MONUMENTED       CGS
 LX3900  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3900  HISTORY     - 1984     GOOD             USPSQD
 LX3900  HISTORY     - 1987     GOOD             USPSQD
 LX3900  HISTORY     - 1988     GOOD             USPSQD
 LX3900
 LX3900                          STATION DESCRIPTION
 LX3900
 LX3900'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3900'THE W GABLE OF A 2-STORY, GREY STUCCO, SUMMER HOUSE ON THE BEACH
 LX3900'ON SHIPPAN POINT.  A SMALL CUPOLA, OPEN ON 4 SIDES, PROJECTS
 LX3900'ABOVE THE W GABLE.
 LX3900
 LX3900                          STATION RECOVERY (1958)
 LX3900
 LX3900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3900'RECOVERED IN GOOD CONDITION.  SUGGESTED NEW DESCRIPTION--THE W
 LX3900'GABLE OF A SMALL 2-STORY STONE HOUSE, AT 400 STAMFORD AVE., AT
 LX3900'EDGE OF SEA WALL ON SHIPPAN PT. A SMALL CUPOLA, OPEN ON 4 SIDES
 LX3900'PROJECTS ABOVE W GABLE.  ROOF OF HOUSE AND TOP OF CUPOLA COVERED
 LX3900'WITH RED TILE.  TRIANGULAR AREAS BELOW RIDGEPOLE, AND ABOVE 2ND
 LX3900'STORY, (ON E AND W SIDES OF HOUSE), ARE OF GREY STUCCO.
 LX3900'PROPERTY BELONGS TO MR. ARTHUR E. DOANE, WIREMILL ROAD,
 LX3900'STAMFORD.
 LX3900
 LX3900                          STATION RECOVERY (1984)
 LX3900
 LX3900'RECOVERY NOTE BY US POWER SQUADRON 1984 (WHS)
 LX3900'RECOVERED AS DESCRIBED IN 1958.  IT IS IN GOOD CONDITION.
 LX3900
 LX3900                          STATION RECOVERY (1987)
 LX3900
 LX3900'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRH)
 LX3900'RECOVERED IN GOOD CONDITION.
 LX3900
 LX3900                          STATION RECOVERY (1988)
 LX3900
 LX3900'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHS)
 LX3900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5897 ***********************************************************************
 LX5897  DESIGNATION -  LOMBERGS CHIMNEY
 LX5897  PID         -  LX5897
 LX5897  STATE/COUNTY-  CT/MIDDLESEX
 LX5897  USGS QUAD   -  ESSEX (1977)
 LX5897
 LX5897                         *CURRENT SURVEY CONTROL
 LX5897  ___________________________________________________________________
 LX5897* NAD 83(1996)-  41 18 50.95532(N)    072 22 47.08652(W)     ADJUSTED  
 LX5897* NAVD 88     -                                                        
 LX5897  ___________________________________________________________________
 LX5897  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LX5897  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5897
 LX5897  HORZ ORDER  -  THIRD
 LX5897
 LX5897.The horizontal coordinates were established by classical geodetic methods
 LX5897.and adjusted by the National Geodetic Survey in August 1998..
 LX5897
 LX5897
 LX5897.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5897
 LX5897.The geoid height was determined by GEOID03.
 LX5897
 LX5897;                    North         East     Units Scale Factor Converg.
 LX5897;SPC CT       -   205,865.417   335,803.206   MT  0.99999044   +0 14 43.8
 LX5897;SPC CT       -   675,410.12  1,101,714.35   sFT  0.99999044   +0 14 43.8
 LX5897;UTM  18      - 4,576,944.295   719,327.654   MT  1.00019206   +1 43 50.0
 LX5897
 LX5897                          SUPERSEDED SURVEY CONTROL
 LX5897
 LX5897  NAD 83(1992)-  41 18 50.95436(N)    072 22 47.08619(W) AD(       ) 4
 LX5897  NAD 83(1986)-  41 18 50.95622(N)    072 22 47.08969(W) AD(       ) 4
 LX5897  NAD 27      -  41 18 50.60300(N)    072 22 48.78200(W) AD(       ) 3
 LX5897
 LX5897.Superseded values are not recommended for survey control.
 LX5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5897.See file dsdata.txt to determine how the superseded data were derived.
 LX5897
 LX5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1932876944(NAD 83)
 LX5897
 LX5897  HISTORY     - Date     Condition        Report By
 LX5897  HISTORY     - 1934     MONUMENTED       CGS
 LX5897  HISTORY     - 1955     SEE DESCRIPTION  CGS
 LX5897  HISTORY     - 1984     GOOD             USPSQD
 LX5897  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX5897
 LX5897                          STATION DESCRIPTION
 LX5897
 LX5897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5897'THE RESIDENCE OF MRS. J. E. LOMBERG IS ON THE WESTERLY END OF
 LX5897'OBET HEIGHTS.  AN OCTAGONAL TOWER RISES ONE STORY ABOVE THE ROOF
 LX5897'JUST INSIDE THE W WALL OF THE BUILDING.  SEVEN SIDES OF THE TOWER
 LX5897'SHOW WINDOWS.  THE EIGHTH IS BLANKED BY THE CHIMNEY.  THE TOWER IS
 LX5897'ALMOST FLAT.
 LX5897'
 LX5897'THE RED BRICK CHIMNEY AT THE E SIDE OF THE TOWER IS THE CENTER.
 LX5897
 LX5897                          STATION RECOVERY (1955)
 LX5897
 LX5897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (MBC)
 LX5897'THE TOWER HAS BEEN REMOVED (PAST MONTH) FROM THE HOUSE FORMERLY
 LX5897'OWNED BY MRS. LOMBERG NOW THE RESIDENCE OF MRS. ELLA UNKRICH
 LX5897'ON OBEDS HEIGHTS IN OLD SAYBROOK AND THE CHIMNEY SHORTENED TO JUST
 LX5897'ABOVE PEAK OF THE ROOF.  ON ACCOUNT OF THE TREES THE BUILDING IS
 LX5897'NOT VERY CONSPICUOUS WITH THE TOWER GONE.
 LX5897
 LX5897                          STATION RECOVERY (1984)
 LX5897
 LX5897'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5897'STATION RECOVERED.  THE 1955 DESCRIPTION IS ADEQUATE - THE HOUSE IS
 LX5897'OBSCURED BY SURROUNDING TREES.
 LX5897
 LX5897                          STATION RECOVERY (1997)
 LX5897
 LX5897'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5089 ***********************************************************************
 LX5089  DESIGNATION -  LONG
 LX5089  PID         -  LX5089
 LX5089  STATE/COUNTY-  CT/NEW LONDON
 LX5089  USGS QUAD   -  UNCASVILLE (1984)
 LX5089
 LX5089                         *CURRENT SURVEY CONTROL
 LX5089  ___________________________________________________________________
 LX5089* NAD 83(1996)-  41 24 32.62274(N)    072 05 32.79904(W)     ADJUSTED  
 LX5089* NAVD 88     -        25.9    (meters)      85.     (feet)  VERTCON   
 LX5089  ___________________________________________________________________
 LX5089  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 LX5089  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5089
 LX5089  HORZ ORDER  -  SECOND
 LX5089
 LX5089.The horizontal coordinates were established by classical geodetic methods
 LX5089.and adjusted by the National Geodetic Survey in August 1998..
 LX5089
 LX5089.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5089
 LX5089.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5089
 LX5089.The geoid height was determined by GEOID03.
 LX5089
 LX5089;                    North         East     Units Scale Factor Converg.
 LX5089;SPC CT       -   216,548.578   359,779.409   MT  0.99998549   +0 26 09.6
 LX5089;SPC CT       -   710,459.79  1,180,376.28   sFT  0.99998549   +0 26 09.6
 LX5089;UTM  18      - 4,588,248.898   743,025.062   MT  1.00032690   +1 55 26.7
 LX5089
 LX5089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5089!SPC CT       -   1.00000072  x   0.99998549  =   0.99998621
 LX5089!UTM  18      -   1.00000072  x   1.00032690  =   1.00032762
 LX5089
 LX5089:                Primary Azimuth Mark                     Grid Az
 LX5089:SPC CT       -  TRANSMISSION TOWER                       006 34 51.7
 LX5089:UTM  18      -  TRANSMISSION TOWER                       005 05 34.6
 LX5089
 LX5089|---------------------------------------------------------------------|
 LX5089| PID    Reference Object                     Distance      Geod. Az  |
 LX5089|                                                           dddmmss.s |
 LX5089| LX5097 TRANSMISSION TOWER                  APPROX. 3.1 KM 0070101.3 |
 LX5089| LX5093 HARVARD BOATHOUSE CUPOLA            APPROX. 1.1 KM 0120611.3 |
 LX5089| LX5096 HARVARDS CHIMNEY                    APPROX. 1.5 KM 0123753.1 |
 LX5089| CZ6699 LONG RM 1                             7.876 METERS 05538     |
 LX5089| CZ6700 LONG RM 2                            13.600 METERS 12657     |
 LX5089| LX5080 SCOTCH CAP LIGHT 1                  APPROX. 1.0 KM 2053636.4 |
 LX5089| LX5077 TYDOL                               APPROX. 1.0 KM 2092748.2 |
 LX5089| LX5073 TYDOL TANK                          APPROX. 1.0 KM 2182031.6 |
 LX5089| LX5079 GILSON                              APPROX. 0.5 KM 2491150.0 |
 LX5089| LX5088 COW POINT LIGHT 4                   113.914 METERS 32752     |
 LX5089| LX5085 YALE FLAGPOLE                       APPROX. 2.4 KM 3570736.9 |
 LX5089| LX5157 4845                                APPROX. 2.4 KM 3571335.2 |
 LX5089| LX5087 YALE CREW HOUSE FLAGSTAFF           APPROX. 2.4 KM 3580608.4 |
 LX5089| LX5136 ICE HOUSE LIGHT 3                   APPROX. 1.0 KM 3584035.6 |
 LX5089| LX5137 ICE HOUSE LIGHT 5                   APPROX. 1.0 KM 3584333.5 |
 LX5089|---------------------------------------------------------------------|
 LX5089
 LX5089                          SUPERSEDED SURVEY CONTROL
 LX5089
 LX5089  NAD 83(1992)-  41 24 32.62169(N)    072 05 32.79829(W) AD(       ) 2
 LX5089  NAD 83(1986)-  41 24 32.62249(N)    072 05 32.80202(W) AD(       ) 2
 LX5089  NAD 27      -  41 24 32.27281(N)    072 05 34.52351(W) AD(       ) 2
 LX5089  NGVD 29 (07/19/86)   26.2    (m)           86.     (f) VERT ANG       
 LX5089
 LX5089.Superseded values are not recommended for survey control.
 LX5089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5089.See file dsdata.txt to determine how the superseded data were derived.
 LX5089
 LX5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4302588249(NAD 83)
 LX5089_MARKER: DS = TRIANGULATION STATION DISK
 LX5089_SETTING: 66 = SET IN ROCK OUTCROP
 LX5089_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX5089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5089+STABILITY: POSITION/ELEVATION WELL
 LX5089
 LX5089  HISTORY     - Date     Condition        Report By
 LX5089  HISTORY     - 1934     MONUMENTED       CGS
 LX5089  HISTORY     - 1960     GOOD             CGS
 LX5089  HISTORY     - 1971     GOOD             CTDT
 LX5089  HISTORY     - 1975     GOOD             NGS
 LX5089  HISTORY     - 1981     GOOD             USAF
 LX5089  HISTORY     - 1984     GOOD             USPSQD
 LX5089
 LX5089                          STATION DESCRIPTION
 LX5089
 LX5089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5089'THE STATION IS LOCATED ON A HIGH ROCK BLUFF ON THE E SIDE OF
 LX5089'THE THAMES RIVER AND 1/2 MILE N OF THE U.S. SUBMARINE BASE.  IT
 LX5089'IS BETWEEN THE RIVER AND STATE HIGHWAY NO.12.  THE BLUFF
 LX5089'OVERLOOKS THE DOCKS OF THE STONE QUARRY.  THE STATION IS
 LX5089'REACHED FROM THE INTERSECTION OF U.S. HIGHWAY NO.1 AND STATE
 LX5089'HIGHWAY NO.12, GO N 3.4 MILES.  THE BLUFF IS ACROSS A RAVINE
 LX5089'FROM THE ROAD.  IT IS MARKED BY A STANDARD DISK SET IN A DRILL
 LX5089'HOLE IN THE LEDGE.
 LX5089'
 LX5089'REFERENCE MARKS NO.1 AND NO.2 ARE SET IN THE SAME LEDGE NE AND
 LX5089'SE OF THE STATION RESPECTIVELY.
 LX5089'
 LX5089'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5089
 LX5089                          STATION RECOVERY (1960)
 LX5089
 LX5089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5089'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX5089'
 LX5089'DISTANCES TO RMS CHECKED.
 LX5089'
 LX5089'QUARRY DOCKS HAVE BEEN REPLACED BY SUB BASE STORAGE AREA.
 LX5089
 LX5089                          STATION RECOVERY (1971)
 LX5089
 LX5089'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5089'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LX5089'CONDITION.  TO REACH THE STATION FROM LEDYARD AT THE
 LX5089'INTERSECTION OF ROUTE 12 AND ROUTE 214 (STODDARDS WHARF ROAD)
 LX5089'GO SOUTH ON ROUTE 12 FOR 1.9 MILE TO A Y INTERSECTION OF ROUTE
 LX5089'12 AND THE MILITARY HIGHWAY, BEAR RIGHT, SOUTHWEST AND GO 1.6
 LX5089'MILES TO THE NORTHGATE OF GROTON SUBMARINE BASE, GO 0.1 MILE ON
 LX5089'SHARK BOULEVARD TO BARB ROAD ON THE RIGHT, GO WEST FOR 0.1 MILE
 LX5089'TO RAILROAD TRACK OVERPASS.  THE STATION IS ABOUT 400 FEET
 LX5089'NORTHEAST OF THE OVERPASS, AND ABOUT 100 FEET EAST OF THE
 LX5089'TRACKS.
 LX5089
 LX5089                          STATION RECOVERY (1975)
 LX5089
 LX5089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RJ)
 LX5089'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF THE CENTER
 LX5089'OF GROTON, 4-1/2 MILES SOUTHWEST OF THE CENTER OF LEDYARD, AND
 LX5089'2 MILES SOUTHWEST OF THE CENTER OF GALES FERRY.
 LX5089'
 LX5089'TO REACH THE STATION FROM LEDYARD AT THE INTERSECTION OF
 LX5089'CONNECTICUT ROUTE 12 (MILITARY HIGHWAY) AND CONNECTICUT ROUTE
 LX5089'214 (STODDARDS WHARF ROAD), GO SOUTHERLY ON CONNECTICUT ROUTE 12
 LX5089'FOR 1.9 MILES TO A Y INTERSECTION OF CONNECTICUT ROUTE 12 AND
 LX5089'MILITARY HIGHWAY.  PROCEED SOUTHWESTERLY ON MILITARY HIGHWAY
 LX5089'FOR 1.6 MILES TO THE NORTH GATE OF THE U.S. NAVY SUBMARINE
 LX5089'BASE, GO 0.1 MILE ON SHARK BOULEVARD TO BARB ROAD ON THE RIGHT,
 LX5089'PROCEED WESTERLY FOR 0.1 MILE TO THE PENN CENTRAL RAILROAD
 LX5089'OVERPASS.
 LX5089'
 LX5089'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BRONZE
 LX5089'DISK, STAMPED LONG 1934, SET IN A LEDGE OUTCROP ON A HIGH ROCK
 LX5089'BLUFF, APPROXIMATELY 75 FEET ABOVE THE HIGH WATER MARK, AND ON
 LX5089'THE EAST SIDE OF THE THAMES RIVER.  IT IS ABOUT 400 FEET
 LX5089'NORTHEAST OF THE RAILROAD OVERPASS, ABOUT 100 FEET EAST OF THE
 LX5089'RAILROAD TRACKS, 64.0 FEET NORTHWEST OF A 6 INCH PINE TREE,
 LX5089'44.8 FEET SOUTHEAST OF A COMMUNICATIONS POLE, AND 5 FEET EAST
 LX5089'OF THE WESTERN EDGE OF THE FACE OF THE ROCK LEDGE.
 LX5089'
 LX5089'REFERENCE MARK 1 IS A U.S. COAST AND GEODETIC SURVEY BRONZE
 LX5089'DISK, STAMPED LONG NO. 1 1934, SET IN A LEDGE OUTCROP, FLUSH
 LX5089'WITH THE SURFACE OF THE GROUND.  IT IS 65.3 FEET NORTH OF A 6
 LX5089'INCH PINE TREE, 50.8 FEET SOUTHEAST OF A COMMUNICATIONS POLE,
 LX5089'AND 30.5 FEET EAST OF THE WEST EDGE OF THE FACE OF THE ROCK
 LX5089'LEDGE.
 LX5089'
 LX5089'REFERENCE MARK 2 IS A U.S. COAST AND GEODETIC SURVEY BRONZE
 LX5089'DISK, STAMPED LONG NO. 2 1934, SET IN A LEDGE OUTCROP, FLUSH
 LX5089'WITH THE SURFACE OF THE GROUND.  IT IS 87.9 FEET SOUTHEAST OF
 LX5089'A COMMUNICATIONS POLE, 28 FEET EAST OF THE WEST EDGE OF THE
 LX5089'FACE OF THE ROCK LEDGE, AND 21.3 FEET NORTH OF A 6 INCH PINE
 LX5089'TREE.
 LX5089'
 LX5089'4845 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY
 LX5089'BRASS DISK, STAMPED 4845, SET IN THE TOP OF A REINFORCED
 LX5089'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE
 LX5089'TOP OF THE MONUMENT IS 4 INCHES BELOW THE SURFACE OF THE
 LX5089'GROUND.
 LX5089'
 LX5089'TO REACH THE MARK FROM THE STATION GO EASTERLY ON BARB ROAD
 LX5089'0.1 MILE TO SHARK BOULEVARD, TURN LEFT AND GO NORTHERLY FOR
 LX5089'0.1 MILE TO THE NORTH GATE OF THE U.S. NAVY SUBMARINE
 LX5089'BASE.  PROCEED NORTHERLY ON MILITARY HIGHWAY FOR 1.6 MILES TO
 LX5089'HURLBUTT ROAD ON THE LEFT, GO WESTERLY ON HURLBUTT ROAD FOR
 LX5089'0.75 MILE TO THE OLD GALES FERRY CROSSING AT THE YALE BOAT
 LX5089'HOUSE ON THE EAST SIDE OF THE THAMES RIVER.
 LX5089'
 LX5089'THE MARK IS ABOUT 256 FEET WEST OF THE INTERSECTION OF
 LX5089'HURLBUTT ROAD AND GALES FERRY ROAD, 187.3 FEET NORTH OF THE
 LX5089'NORTHWEST FRAME CORNER OF THE YALE BOAT HOUSE, 85.2 FEET SOUTH
 LX5089'OF A WOOD FLAG POLE, 77.0 FEET SOUTHWEST OF THE NORTHWEST
 LX5089'CORNER OF THE MASONRY FOUNDATION REMAINS, 26 FEET NORTH OF THE
 LX5089'CENTER LINE OF GALES FERRY ROAD, AND 4 FEET EAST OF THE HIGH
 LX5089'WATER MARK.
 LX5089'
 LX5089'TYDOL (USE) (AZIMUTH MARK) IS A U.S. COAST AND GEODTIC SURVEY
 LX5089'BRONZE DISK, STAMPED USE TYDOL 1934, SET IN A LEDGE OUTCROP,
 LX5089'FLUSH WITH THE SURFACE OF THE GROUND, AT AN OLD ABANDONED OIL
 LX5089'COMPANY DOCK, AND ON THE WEST SIDE OF THE THAMES RIVER.
 LX5089'
 LX5089'TO REACH THE MARK FROM MONTVILLE AT THE INTERSECTION OF
 LX5089'CONNECTICUT ROUTE 163 (OAKDALE ROAD) AND CONNECTICUT ROUTE 32
 LX5089'(NEW LONDON TURNPIKE), GO SOUTHERLY ON CONNECTICUT ROUTE 32 FOR
 LX5089'2.4 MILES TO SCOTCHCAP ROAD ON THE LEFT.  PROCEED EASTERLY ON
 LX5089'SCOTCHCAP ROAD FOR 0.36 MILE TO THE END OF THE ROAD AND THE
 LX5089'ENTRANCE TO THE DOCKS.
 LX5089'
 LX5089'THE MARK IS ABOUT 3/4 MILE SOUTHWEST OF THE STATION, 135 FEET
 LX5089'EAST OF THE WEST END OF A WOODEN BOARDWALK LEADING TO THE DOCKS,
 LX5089'30.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A ABANDONED 1
 LX5089'STORY BRICK PUMP HOUSE, AND 9.0 FEET NORTH OF THE NORTH EDGE OF
 LX5089'A WOODEN BOARDWALK.
 LX5089'
 LX5089'HEIGHT OF LIGHT ABOVE STATION MARK 1.64 METERS.
 LX5089
 LX5089                          STATION RECOVERY (1981)
 LX5089
 LX5089'RECOVERY NOTE BY US AIR FORCE 1981 (DGM)
 LX5089'LONG 1934 GOOD
 LX5089'
 LX5089'LONG RM 1 1934 GOOD
 LX5089'
 LX5089'LONG RM 2 1934 GOOD
 LX5089'
 LX5089'DESCRIPTION ADEQUATE
 LX5089
 LX5089                          STATION RECOVERY (1984)
 LX5089
 LX5089'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5089'LONG 1934 FOUND GOOD.
 LX5089'LONG 1934 RM NO. 1 FOUND GOOD.
 LX5089'LONG 1934 RM NO. 2 FOUND GOOD.
 LX5089'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3790 ***********************************************************************
 LX3790  DESIGNATION -  LONG BEACH BEACON
 LX3790  PID         -  LX3790
 LX3790  STATE/COUNTY-  CT/FAIRFIELD
 LX3790  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3790
 LX3790                         *CURRENT SURVEY CONTROL
 LX3790  ___________________________________________________________________
 LX3790* NAD 83(1996)-  41 04 23.63280(N)    073 24 20.64331(W)     ADJUSTED  
 LX3790* NAVD 88     -                                                        
 LX3790  ___________________________________________________________________
 LX3790  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 LX3790  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX3790
 LX3790  HORZ ORDER  -  THIRD
 LX3790
 LX3790.The horizontal coordinates were established by classical geodetic methods
 LX3790.and adjusted by the National Geodetic Survey in August 1998..
 LX3790
 LX3790
 LX3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3790
 LX3790.The geoid height was determined by GEOID03.
 LX3790
 LX3790;                    North         East     Units Scale Factor Converg.
 LX3790;SPC CT       -   179,251.727   249,691.085   MT  1.00001523   -0 26 05.2
 LX3790;SPC CT       -   588,095.04    819,194.83   sFT  1.00001523   -0 26 05.2
 LX3790;UTM  18      - 4,548,110.934   633,934.076   MT  0.99982078   +1 02 51.4
 LX3790
 LX3790                          SUPERSEDED SURVEY CONTROL
 LX3790
 LX3790  NAD 83(1992)-  41 04 23.63235(N)    073 24 20.64154(W) AD(       ) 4
 LX3790  NAD 83(1986)-  41 04 23.63356(N)    073 24 20.64417(W) AD(       ) 4
 LX3790  NAD 27      -  41 04 23.29600(N)    073 24 22.22100(W) AD(       ) 3
 LX3790
 LX3790.Superseded values are not recommended for survey control.
 LX3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3790.See file dsdata.txt to determine how the superseded data were derived.
 LX3790
 LX3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3393448111(NAD 83)
 LX3790
 LX3790  HISTORY     - Date     Condition        Report By
 LX3790  HISTORY     - 1932     MONUMENTED       CGS
 LX3790  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3790  HISTORY     - 19980214 GOOD             USPSQD
 LX3790
 LX3790                          STATION DESCRIPTION
 LX3790
 LX3790'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3790'LOCATED ON THE W SIDE OF THE CHANNEL AT THE ENTRANCE TO THE NORWALK
 LX3790'RIVER, BETWEEN MANRESA ISLAND AND LONG BEACH.  THE STATION IS A
 LX3790'BEACON ABOUT 15 FEET IN HEIGHT BUILT ON A CONCRETE BLOCK BASE.  THE
 LX3790'BODY OF THE BEACON IS A WHITE FRUSTRUM OF A SQUARE PYRAMID
 LX3790'SURMOUNTED BY A BLACK STEEL LATTICE WORK WHICH SUPPORTS THE
 LX3790'LIGHT.  THE CENTER OF THE LANTERN MARKS THE STATION.
 LX3790
 LX3790                          STATION RECOVERY (1958)
 LX3790
 LX3790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3790'RECOVERED AS DESCRIBED.
 LX3790
 LX3790                          STATION RECOVERY (1998)
 LX3790
 LX3790'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3814 ***********************************************************************
 LX3814  DESIGNATION -  LONG HILL CHRIST CHURCH SPIRE
 LX3814  PID         -  LX3814
 LX3814  STATE/COUNTY-  CT/FAIRFIELD
 LX3814  USGS QUAD   -  BOTSFORD (1984)
 LX3814
 LX3814                         *CURRENT SURVEY CONTROL
 LX3814  ___________________________________________________________________
 LX3814* NAD 83(1996)-  41 17 11.65118(N)    073 15 36.85077(W)     ADJUSTED  
 LX3814* NAVD 88     -                                                        
 LX3814  ___________________________________________________________________
 LX3814  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LX3814  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX3814
 LX3814  HORZ ORDER  -  THIRD
 LX3814
 LX3814.The horizontal coordinates were established by classical geodetic methods
 LX3814.and adjusted by the National Geodetic Survey in August 1998..
 LX3814
 LX3814
 LX3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3814
 LX3814.The geoid height was determined by GEOID03.
 LX3814
 LX3814;                    North         East     Units Scale Factor Converg.
 LX3814;SPC CT       -   202,861.689   262,058.827   MT  0.99999239   -0 20 17.9
 LX3814;SPC CT       -   665,555.39    859,771.33   sFT  0.99999239   -0 20 17.9
 LX3814;UTM  18      - 4,572,029.475   645,684.166   MT  0.99986120   +1 08 53.3
 LX3814
 LX3814                          SUPERSEDED SURVEY CONTROL
 LX3814
 LX3814  NAD 83(1992)-  41 17 11.64982(N)    073 15 36.84908(W) AD(       ) 4
 LX3814  NAD 83(1986)-  41 17 11.65195(N)    073 15 36.85302(W) AD(       ) 4
 LX3814  NAD 27      -  41 17 11.30751(N)    073 15 38.43562(W) AD(       ) 3
 LX3814
 LX3814.Superseded values are not recommended for survey control.
 LX3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3814.See file dsdata.txt to determine how the superseded data were derived.
 LX3814
 LX3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4568472029(NAD 83)
 LX3814
 LX3814  HISTORY     - Date     Condition        Report By
 LX3814  HISTORY     - 1942     MONUMENTED       CGS
 LX3814  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX3814  HISTORY     - 1987     GOOD             USPSQD
 LX3814  HISTORY     - 1988     GOOD             USPSQD
 LX3814
 LX3814                          STATION DESCRIPTION
 LX3814
 LX3814'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3814'THE CHURCH IS LOCATED ABOUT 1.75 MILES DUE W OF THE LONG HILL
 LX3814'POST OFFICE, 100 FEET SE OF THE INTERSECTION OF MADISON ROAD
 LX3814'AND TASHUA ROAD.  THE BUILDING IS A FRAME STRUCTURE PAINTED
 LX3814'WHITE AND HAS A SMALL SPIRE ON EACH OF ITS FOUR CORNERS.  THE
 LX3814'MAIN TALL SPIRE IS ABOUT 100 FEET HIGH AND IS ALSO PAINTED
 LX3814'WHITE.  THE POINT OBSERVED WAS THE EXTREME TOP OF THE TALL
 LX3814'SPIRE.  THE BUILDING WAS ERECTED IN 1848.
 LX3814'
 LX3814'TO REACH THE CHURCH FROM THE LONG HILL POST OFFICE, GO S ON
 LX3814'CONNECTICUT STATE HIGHWAY 25 FOR 0.25 MILE TO STONE HOUSE ROAD
 LX3814'ON THE RIGHT, HERE TURN RIGHT AND GO 1.35 MILES TO A CROSS ROAD
 LX3814'WHICH IS MADISON ROAD, HERE TURN RIGHT ON MADISON ROAD AND GO
 LX3814'1.15 MILES TO THE JUNCTION WITH TASHUA ROAD AND CHURCH.
 LX3814'
 LX3814'THIS IS AN INTERSECTION STATION.
 LX3814
 LX3814                          STATION RECOVERY (1957)
 LX3814
 LX3814'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LX3814'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD
 LX3814'DESCRIPTION IS ADEQUATE.
 LX3814
 LX3814                          STATION RECOVERY (1987)
 LX3814
 LX3814'RECOVERY NOTE BY US POWER SQUADRON 1987 (BG)
 LX3814'RECOVERED IN GOOD CONDITION.
 LX3814
 LX3814                          STATION RECOVERY (1988)
 LX3814
 LX3814'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6113 ***********************************************************************
 LX6113  DESIGNATION -  LONG HILL RESET
 LX6113  PID         -  LX6113
 LX6113  STATE/COUNTY-  CT/MIDDLESEX
 LX6113  USGS QUAD   -  HADDAM (1971)
 LX6113
 LX6113                         *CURRENT SURVEY CONTROL
 LX6113  ___________________________________________________________________
 LX6113* NAD 83(1996)-  41 26 45.36869(N)    072 30 23.39518(W)     ADJUSTED  
 LX6113* NAVD 88     -       162.2    (meters)     532.     (feet)  VERTCON   
 LX6113  ___________________________________________________________________
 LX6113  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 LX6113  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX6113
 LX6113  HORZ ORDER  -  FIRST
 LX6113
 LX6113.The horizontal coordinates were established by classical geodetic methods
 LX6113.and adjusted by the National Geodetic Survey in August 1998..
 LX6113
 LX6113.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6113
 LX6113.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6113
 LX6113.The geoid height was determined by GEOID03.
 LX6113
 LX6113;                    North         East     Units Scale Factor Converg.
 LX6113;SPC CT       -   220,463.294   325,148.592   MT  0.99998431   +0 09 41.2
 LX6113;SPC CT       -   723,303.32  1,066,758.34   sFT  0.99998431   +0 09 41.2
 LX6113;UTM  18      - 4,591,263.214   708,295.780   MT  1.00013397   +1 39 03.9
 LX6113
 LX6113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6113!SPC CT       -   0.99997925  x   0.99998431  =   0.99996356
 LX6113!UTM  18      -   0.99997925  x   1.00013397  =   1.00011322
 LX6113
 LX6113:                Primary Azimuth Mark                     Grid Az
 LX6113:SPC CT       -  BANNER LODGE GABLE                       024 55 13.6
 LX6113:UTM  18      -  BANNER LODGE GABLE                       023 25 50.9
 LX6113
 LX6113|---------------------------------------------------------------------|
 LX6113| PID    Reference Object                     Distance      Geod. Az  |
 LX6113|                                                           dddmmss.s |
 LX6113| LX4895 BANNER LODGE GABLE                  APPROX. 8.5 KM 0250454.8 |
 LX6113| LX6053 SKINNERS GABLE                      APPROX. 4.7 KM 0555054.3 |
 LX6113| LX6079 ASHTON SCHOOL FLAGSTAFF             APPROX. 3.9 KM 0631954.5 |
 LX6113| LX5975 SHANAGANS BARN GABLE                APPROX. 8.2 KM 0710314.9 |
 LX6113| LX6052 GOODSPEEDS TURRET                   APPROX. 3.7 KM 0800149.9 |
 LX6113| CZ6702 LONG HILL RM 2                       23.744 METERS 08739     |
 LX6113| LX5961 HADLYME E HADDAM BALLEKS GABLE      APPROX. 6.0 KM 0962426.6 |
 LX6113| LX6172 3438                                APPROX. 1.1 KM 2635325.3 |
 LX6113| LX6130 KNOWLES HOMESTEAD CHIMNEY           APPROX. 4.0 KM 2993023.5 |
 LX6113| LX6137 COCKAPONSET ST FOR RANGER HSE       APPROX. 2.0 KM 3264532.3 |
 LX6113| LX6122 HADDAM CAMP FILLEY FLAGPOLE         APPROX. 1.6 KM 3370838.3 |
 LX6113| CZ6701 LONG HILL RM 1                       16.336 METERS 33851     |
 LX6113|---------------------------------------------------------------------|
 LX6113
 LX6113                          SUPERSEDED SURVEY CONTROL
 LX6113
 LX6113  NAD 83(1992)-  41 26 45.36789(N)    072 30 23.39499(W) AD(       ) 1
 LX6113  NAD 83(1986)-  41 26 45.36980(N)    072 30 23.39763(W) AD(       ) 1
 LX6113  NAD 27      -  41 26 45.01303(N)    072 30 25.07863(W) AD(       ) 1
 LX6113  NGVD 29 (07/19/86)  162.5    (m)          533.     (f) VERT ANG       
 LX6113
 LX6113.Superseded values are not recommended for survey control.
 LX6113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6113.See file dsdata.txt to determine how the superseded data were derived.
 LX6113
 LX6113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0829691263(NAD 83)
 LX6113
 LX6113  HISTORY     - Date     Condition        Report By
 LX6113  HISTORY     - 1862     MONUMENTED       CGS
 LX6113  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6113  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX6113  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6113
 LX6113                          STATION DESCRIPTION
 LX6113
 LX6113'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (WSE)
 LX6113'ON A HILL KNOWN AS LONG HILL, ABOUT 1/2 MILE N OF TURKEY
 LX6113'HILL CROSSROADS.  STATION IS ON LAND OWNED BY WILLIAM WHITE
 LX6113'OF TURKEY HILL.  FROM STATION TO TRIANGLE ON ROCK TO S, 21
 LX6113'FEET 2 INCHES.  TO TRIANGLE ON ROCK TO W, 71 FEET 9 INCHES.
 LX6113'STATION MARKED WITH IRON CONE AND CEMENT.
 LX6113
 LX6113                          STATION RECOVERY (1948)
 LX6113
 LX6113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6113'THIS STATION IS ON THE HIGHEST POINT OF LONG HILL.  TO REACH
 LX6113'STATION BY JEEP OR TRUCK FROM MIDDLESEX COUNTY JAIL IN HADDAM,
 LX6113'TAKE FIRST PAVED ROAD JUST S OF JAIL TO THE W.  FOLLOW THIS ROAD
 LX6113'0.9 MILE TO A BRIDGE ACROSS A SMALL STREAM AND BEAR TO YOUR
 LX6113'LEFT AT FORKS OF ROAD.  FOLLOW THIS ROAD 1.3 MILES TO FORKS IN
 LX6113'ROAD AND BEAR RIGHT.  FOLLOW THIS ROAD 0.7 MILE AND BEAR LEFT
 LX6113'ON THE PAVED ROAD.  FOLLOW THIS ROAD 0.4 MILE TO A CROSS
 LX6113'ROAD AND CONTINUE STRAIGHT AHEAD TO HOME OF MRS. MOLLIE
 LX6113'GELMAN.  FROM THE HOME OF MRS. GELMAN, PROCEED STRAIGHT AHEAD
 LX6113'60 YARDS TO A WOODS ROAD TO THE LEFT.  FOLLOW THIS WOODS ROAD
 LX6113'0.2 MILE AND BEAR RIGHT.  FOLLOW THIS ROAD 0.2 MILE TO A
 LX6113'STONE FENCE ON THE RIGHT SIDE OF ROAD RUNNING
 LX6113'PERPENDICULAR TO THE ROAD.  FROM THIS POINT PROCEED
 LX6113'STRAIGHT AHEAD THROUGH AN ABANDONED FIELD GROWN UP IN
 LX6113'CEDARS.  FOLLOW THIS ROAD 0.1 MILE TO A GAP IN A STONE FENCE
 LX6113'THAT RUNS PERPENDICULAR TO THE ROAD.  FROM THIS FENCE
 LX6113'THE STATION IS 85 YARDS AHEAD AND IS ON THE RIGHT SIDE OF
 LX6113'ROAD AT THE EDGE OF ROAD.
 LX6113'
 LX6113'THIS STATION WAS REBUILT IN 1934.  IT IS A BRONZE TABLET,
 LX6113'STAMPED LONG HILL 1862 1934, AND IS SET IN A CONCRETE
 LX6113'MONUMENT APPROXIMATELY 18 INCHES SQUARE AT THE BOTTOM AND
 LX6113'APPROXIMATELY 12 INCHES SQUARE AT THE TOP, AND IT PROJECTS
 LX6113'2 FEET ABOVE THE ROCK.
 LX6113'
 LX6113'NO REFERENCE MARKS COULD BE FOUND.
 LX6113
 LX6113                          STATION RECOVERY (1968)
 LX6113
 LX6113'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LX6113'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LX6113'IN GOOD CONDITION.  A SLIGHTLY SHORTER DISTANCE WAS MEASURED
 LX6113'TO THE REFERENCE MARKS.  THE DIRECTION BETWEEN REFERENCE MARKS 1
 LX6113'AND 2 CHECKED WITH 1934-1935 RECOVEREY NOTE.  AN AZIMUTH MARK
 LX6113'WAS ESTABLISHED BY THE CONNECTICUT BOUNDARY AND GEODETIC SURVEY
 LX6113'SYSTEM.  A THIRD ORDER LA PLACE AZIMUTH WAS OBSERVED BY REQUEST
 LX6113'OF MR. EDWARD J. SULLIVAN, CHIEF, OF BOUNDARY AND GEODETIC
 LX6113'SYSTEM, WATERFIELD, CONNECTICUT.  DUE TO CHANGES A COMPLETE
 LX6113'NEW DESCRIPTION FOLLOWS.
 LX6113'
 LX6113'STATION IS LOCATED 21 MILES WEST-NORTHWEST OF NEW LONDON, 12
 LX6113'MILES NORTHWEST OF OLD SAYBROOK, 4 MILES NORTHWEST OF CHESTER,
 LX6113'2-1/2 MILES SOUTHEAST OF HADDAM, ON HIGHEST POINT OF LONG HILL
 LX6113'AND ON PROPERTY OWNED BY A.S. KIERSTEAD OF HADDAM.
 LX6113'
 LX6113'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND BEAVER MEADOW
 LX6113'ROAD (ABOUT 2 MILES SOUTH OF HADDAM), GO EASTERLY ON BEAVER
 LX6113'MEADOW ROAD FOR 0.6 MILE TO RANGER ROAD ON RIGHT.  CONTINUE
 LX6113'EASTERLY ON BEAVER MEADOW ROAD FOR 0.35 MILE TO TURKEY HILL
 LX6113'ROAD.  TURN RIGHT AND GO SOUTHERLY ON TURKEY HILL ROAD FOR 1.3
 LX6113'MILES TO A ROAD FORK.  KEEP LEFT, UP HILL AND CONTINUE SOUTHERLY
 LX6113'FOR 0.2 MILE TO A CEMETERY ON RIGHT, CONTINUE SOUTHERLY FOR
 LX6113'0.45 MILE TO A SIDE ROAD LEFT AND SIGN ON RIGHT MICHAELS
 LX6113'GARAGE.  TURN A SHARP LEFT AND FOLLOW ROAD NORTHEASTERLY PASSING
 LX6113'HOUSE AND GARAGE ON LEFT TO SECOND SIDE ROAD LEFT FROM MICHAELS
 LX6113'GARAGE.  TURN LEFT AND CONTINUE NORTHEASTERLY FOLLOWING ROAD AND
 LX6113'KEEPING ON EAST EDGE OF WRECKAGE YARD FOR 0.15 MILE TO A TRACK
 LX6113'ROAD RIGHT.  TURN RIGHT LEAVING WRECKAGE YARD AND FOLLOW TRACK
 LX6113'ROAD NORTHEASTERLY FOR 0.2 MILE TO A FENCE LINE (ROCK FENCE ON
 LX6113'RIGHT AND WIRE FENCE ON LEFT).  PASS THROUGH FENCE LINE
 LX6113'AND CONTINUE NORTHERLY ON TRACK ROAD FOR 0.1 MILE TO A
 LX6113'ROCK FENCE LINE.  CONTINUE NORTH AND NORTHEASTERLY UP HILL FOR
 LX6113'0.05 MILE TO HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 LX6113'
 LX6113'STATION MARK, STAMPED LONG HILL 1862 1934, PROJECTS 2 FEET.  IT
 LX6113'IS 50 FEET SOUTH OF CENTER OF CLEARED AREA, 13 FEET EAST OF CENTER
 LX6113'OF TRACK ROAD AND 10 FEET NORTHEAST OF A 12-INCH TRIANGLE
 LX6113'BLAZED OAK TREE.  (NOTE 1A)
 LX6113'
 LX6113'RM, 1 STAMPED LONG HILL NO 1 1862 1934, IS CEMENTED IN A
 LX6113'DRILL HOLE IN A 3 BY 4 FOOT BOULDER WHICH PROJECTS ABOUT 18
 LX6113'INCHES.  IT IS 61.4 FEET NORTHWEST OF A 12-INCH TRIANGLE BLAZED
 LX6113'OAK TREE AND 19 FEET WEST OF CENTER OF CLEARED AREA.  (NOTE 12C)
 LX6113'
 LX6113'RM 2, STAMPED LONG HILL NO 2 1862 1934, IS CEMENTED IN A SMALL
 LX6113'BOULDER WHICH PROJECTS ABOUT 3 INCHES.  IT IS 90 FEET EAST OF
 LX6113'CENTER OF DIM TRACK ROAD AND 11 FEET SOUTH-SOUTHEAST OF AN
 LX6113'8-INCH TRIANGLE BLAZED OAK TREE.  (NOTE 12C).
 LX6113'
 LX6113'AZ MK, A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 LX6113'STAMPED 3438.  THE MARK IS IN A 6 BY 6 INCH CONCRETE POST SET
 LX6113'FLUSH.  IT IS 84 FEET SOUTHEAST OF CUT BETWEEN ROCK EMBANKMENTS,
 LX6113'70 FEET EAST OF CENTER OF NORTH BOUND LANE OF STATE HIGHWAY 9
 LX6113'AND 45.5 FEET SOUTHWEST OF A 24-INCH TRIANGLE BLAZED MAPLE
 LX6113'TREE.  MARK ON RIGHT-OF-WAY.
 LX6113'
 LX6113'TO REACH THE AZ MK FROM THE JUNCTION OF STATE HIGHWAY 9 AND
 LX6113'BEAVER MEADOW ROAD, ABOUT 2 MILES SOUTH OF HADDAM, GO SOUTH
 LX6113'ON STATE HIGHWAY 9 FOR 1.0 MILE TO SOUTH END OF CUT, TURN
 LX6113'LEFT KEEPING TO THE SOUTH EDGE OF BEDROCK PROJECTION,
 LX6113'CROSSING MEDIAN FOR 0.05 MILE TO NORTH BOUND LANE OF STATE
 LX6113'HIGHWAY 9.  TURN LEFT AND GO NORTH ON NORTH BOUND LANE OF STATE
 LX6113'HIGHWAY 9 FOR 0.1 MILE TO MARK ON RIGHT AS DESCRIBED.
 LX6113'
 LX6113'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX6113'
 LX6113'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6113'2-1/2 MILES SOUTHEAST OF HADDAM.
 LX6113
 LX6113                          STATION RECOVERY (1976)
 LX6113
 LX6113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6113'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 LX6113'CONDITION.  THE ANGLE BETWEEN REFERENCE MARK 1 AND 2 CHECKED
 LX6113'THE 1934 DATA, BUT THE DIRECTION TO REFERENCE MARK 1 WAS LESS
 LX6113'BY 1 MINUTE AND 8 SECONDS.  THE DIRECTION TO REFERENCE MARK 2
 LX6113'WAS LESS BY 2 MINUTES AND 7 SECONDS.  THE DISTANCE TO REFERENCE
 LX6113'MARK 1 WAS LESS BY 0.024 METER AND THE DISTANCE TO REFERENCE
 LX6113'MARK 2 WAS LESS BY 0.046 METER.  CONNECTICUT GEODETIC SURVEY
 LX6113'MARK 3438 MAY BE USED AS AN AZIMUTH MARK.  FOLLOWING IS A NEW
 LX6113'DESCRIPTION.
 LX6113'
 LX6113'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHEAST OF PONSET,
 LX6113'2-1/2 MILES SOUTH OF HADDAM, 1-3/4 MILES WEST OF
 LX6113'TYLERVILLE, 1/2 MILE NORTHEAST OF STATE HIGHWAY 9, ON THE
 LX6113'HIGHEST PART OF LONG HILL AND ON PROPERTY OWNED BY MRS. SONA
 LX6113'WILSON, 67TH WEST 68TH STREET, NEW YORK, NEW YORK.  SUMMER HOME
 LX6113'PARK ROAD, HADDAM CONNECTICUT, PHONE NUMBER 345-2146.
 LX6113'
 LX6113'TO REACH THE STATION FROM THE POST OFFICE IN HADDAM, GO
 LX6113'SOUTHEAST ON STATE HIGHWAY 9A FOR 0.05 MILE TO A SIDE ROAD
 LX6113'RIGHT.  TURN RIGHT AND GO SOUTHWEST ON JAIL HILL ROAD FOR 0.85
 LX6113'MILE TO A FORK, JUST AFTER CROSSING A WOODEN BRIDGE.  BEAR LEFT
 LX6113'AND GO SOUTH ON TURKEY HILL ROAD FOR 1.3 MILES TO A FORK.  BEAR
 LX6113'LEFT AND CONTINUE SOUTH ON TURKEY HILL ROAD FOR 0.55 MILE TO A
 LX6113'CROSSROAD.  TURN LEFT AND GO EAST ON TURKEY HILL ROAD FOR 0.05
 LX6113'MILE TO JACK MICHALES GARAGE AND WRECKING YARD AND THE END OF
 LX6113'THE PAVED ROAD.  CONTINUE EAST ON A GRAVELED ROAD FOR 0.05
 LX6113'MILE TO THE SECOND ONE OF TWO FORKS.  BEAR LEFT AND GO
 LX6113'NORTHEAST ON THE GRAVELED ROAD, THROUGH A WRECKING YARD FOR
 LX6113'0.1 MILE TO A FORK.  BEAR RIGHT AND GO NORTHEAST ON THE
 LX6113'GRAVELED ROAD FOR 0.1 MILE TO A WOODS ROAD AND THE END OF THE
 LX6113'WRECKING YARD.  CONTINUE NORTHEAST ON THE WOODS ROAD
 LX6113'FOR 0.2 MILE TO THE END OF THE ROAD AND THE STATION.
 LX6113'
 LX6113'STATION MARK, STAMPED---LONG HILL 1882 1934---, IS A STANDARD
 LX6113'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LX6113'PROJECTS 2.2 FEET ABOVE THE GROUND SURFACE.  IT IS 52.7 FEET
 LX6113'SOUTH OF A METAL WITNESS POST, 28.3 FEET WEST OF A TWIN-TRUNKED
 LX6113'OAK TREE AND 9.8 FEET NORHTEAST OF A 16-INCH OAK TREE WITH A
 LX6113'TRIANGULAR BLAZE.  THERE WAS NO MENTION OF THE UNDERGROUND MARK
 LX6113'IN THE 1934 DESCRIPTION.
 LX6113'
 LX6113'REFERENCE MARK 1, STAMPED---LONG HILL NO 1 1862 1934---, IS A
 LX6113'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 FOOT DIAMETER
 LX6113'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 LX6113'IT IS 69.5 FEET NORTH-NORHTWEST OF THE TWIN-TRUNKED OAK TREE,
 LX6113'2.5 FEET SOUTH OF A 6-INCH OAK TREE THAT IS LEANING AND 1.8
 LX6113'FEET NORTHEAST OF A METAL WITNESS POST.
 LX6113'
 LX6113'REFERENCE MARK 2, STAMPED---LONG HILL NO 2 1862 1934---, IS A
 LX6113'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH HAS
 LX6113'AN 18-INCH DIAMETER EXPOSED SURFACE AND PROJECTS ABOUT 4 INCHES
 LX6113'ABOVE THE GROUND SURFACE.  IT IS 50 FEET EAST OF THE
 LX6113'TWIN-TRUNKED OAK TREE, 10.5 FEET NORTH-NORTHWEST OF AN 8-INCH
 LX6113'OAK TREE AND 3.6 FEET WEST OF A METAL WITNESS POST.
 LX6113'
 LX6113'FOR ADDITIONAL INFORMATION ON CONNECTICUT GEODETIC SURVEY MARK
 LX6113'3438, SEE DESCRIPTION THEREOF.
 LX6113'
 LX6113'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.0 METERS.
 LX6113'
 LX6113'DESCRIBED BY L. D. ACRES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6980 ***********************************************************************
 LX6980  DESIGNATION -  LONG LANE STATE FARM CHAPEL
 LX6980  PID         -  LX6980
 LX6980  STATE/COUNTY-  CT/MIDDLESEX
 LX6980  USGS QUAD   -  MIDDLETOWN (1992)
 LX6980
 LX6980                         *CURRENT SURVEY CONTROL
 LX6980  ___________________________________________________________________
 LX6980* NAD 83(1996)-  41 32 49.63931(N)    072 39 52.62387(W)     ADJUSTED  
 LX6980* NAVD 88     -                                                        
 LX6980  ___________________________________________________________________
 LX6980  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LX6980  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6980
 LX6980  HORZ ORDER  -  THIRD
 LX6980
 LX6980.The horizontal coordinates were established by classical geodetic methods
 LX6980.and adjusted by the National Geodetic Survey in August 1998..
 LX6980
 LX6980
 LX6980.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6980
 LX6980.The geoid height was determined by GEOID03.
 LX6980
 LX6980;                    North         East     Units Scale Factor Converg.
 LX6980;SPC CT       -   231,676.063   311,924.410   MT  0.99998317   +0 03 23.8
 LX6980;SPC CT       -   760,090.55  1,023,372.00   sFT  0.99998317   +0 03 23.8
 LX6980;UTM  18      - 4,602,129.306   694,782.700   MT  1.00006692   +1 32 57.8
 LX6980
 LX6980                          SUPERSEDED SURVEY CONTROL
 LX6980
 LX6980  NAD 83(1992)-  41 32 49.63860(N)    072 39 52.62386(W) AD(       ) 4
 LX6980  NAD 83(1986)-  41 32 49.64062(N)    072 39 52.62584(W) AD(       ) 4
 LX6980  NAD 27      -  41 32 49.28300(N)    072 39 54.28400(W) AD(       ) 3
 LX6980
 LX6980.Superseded values are not recommended for survey control.
 LX6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6980.See file dsdata.txt to determine how the superseded data were derived.
 LX6980
 LX6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9478302129(NAD 83)
 LX6980
 LX6980  HISTORY     - Date     Condition        Report By
 LX6980  HISTORY     - 1935     MONUMENTED       CGS
 LX6980
 LX6980                          STATION DESCRIPTION
 LX6980
 LX6980'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6980'THE LONG LANE STATE FARM FOR WAYWARD GIRLS IS IN THE SOUTHWESTERLY
 LX6980'PART OF MIDDLETOWN.
 LX6980'
 LX6980'THE CHAPEL IS AT THE NORTHERLY END OF THE W ROW OF BUILDINGS.  IT
 LX6980'IS A TWO-STORY BROWN-BRICK BUILDING WITH A SLATE ROOF.  THE TOWER
 LX6980'IS AT THE FRONT CENTER OF THE BUILDING.  IT IS SQUARE AND MADE OF
 LX6980'BROWN-BRICK.  THERE IS A CLOCK FACE ON EACH SIDE OF THE TOWER.
 LX6980'THE ROOF IS A SQUARE PYRAMID WITH A FINIAL AT THE APEX.
 LX6980'
 LX6980'THE STATION IS THE APEX OF THE TOWER.  HEIGHT ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6981 ***********************************************************************
 LX6981  DESIGNATION -  LONG LANE STATE FARM TOWER
 LX6981  PID         -  LX6981
 LX6981  STATE/COUNTY-  CT/MIDDLESEX
 LX6981  USGS QUAD   -  MIDDLETOWN (1992)
 LX6981
 LX6981                         *CURRENT SURVEY CONTROL
 LX6981  ___________________________________________________________________
 LX6981* NAD 83(1996)-  41 32 46.13327(N)    072 39 52.18093(W)     ADJUSTED  
 LX6981* NAVD 88     -                                                        
 LX6981  ___________________________________________________________________
 LX6981  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX6981  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6981
 LX6981  HORZ ORDER  -  THIRD
 LX6981
 LX6981.The horizontal coordinates were established by classical geodetic methods
 LX6981.and adjusted by the National Geodetic Survey in August 1998..
 LX6981
 LX6981
 LX6981.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6981
 LX6981.The geoid height was determined by GEOID03.
 LX6981
 LX6981;                    North         East     Units Scale Factor Converg.
 LX6981;SPC CT       -   231,567.909   311,934.782   MT  0.99998316   +0 03 24.1
 LX6981;SPC CT       -   759,735.71  1,023,406.03   sFT  0.99998316   +0 03 24.1
 LX6981;UTM  18      - 4,602,021.450   694,795.887   MT  1.00006699   +1 32 58.0
 LX6981
 LX6981                          SUPERSEDED SURVEY CONTROL
 LX6981
 LX6981  NAD 83(1992)-  41 32 46.13256(N)    072 39 52.18092(W) AD(       ) 4
 LX6981  NAD 83(1986)-  41 32 46.13460(N)    072 39 52.18284(W) AD(       ) 4
 LX6981  NAD 27      -  41 32 45.77700(N)    072 39 53.84500(W) AD(       ) 3
 LX6981
 LX6981.Superseded values are not recommended for survey control.
 LX6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6981.See file dsdata.txt to determine how the superseded data were derived.
 LX6981
 LX6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9479602021(NAD 83)
 LX6981
 LX6981  HISTORY     - Date     Condition        Report By
 LX6981  HISTORY     - 1935     MONUMENTED       CGS
 LX6981
 LX6981                          STATION DESCRIPTION
 LX6981
 LX6981'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6981'THE LONG LANE STATE FARM FOR WAYWARD GIRLS IS IN THE
 LX6981'SOUTHWESTERLY PART OF MIDDLETOWN.
 LX6981'
 LX6981'THE WHITE BASE TOWER IS ON THE FESSENDEN BUILDING AT THE
 LX6981'SOUTHERLY END OF THE W ROW OF BUILDINGS.  THE BUILDING IS A
 LX6981'TWO-STORY BROWN-BRICK STRUCTURE WITH A SLATE SHINGLE GABLE AND
 LX6981'A VERY STEEP SLATE ROOF.  THERE IS AN OCTAGONAL CHIMNEY ON THE
 LX6981'S SIDE NEAR THE BACK THAT HAS A RED DOME-SHAPED COVER OVER THE
 LX6981'TOP.  THE TOWER IS A SQUARE WOODEN STRUCTURE WITH A SQUARE
 LX6981'PYRAMID ROOF.  AT THE APEX OF THE ROOF IS A FINIAL WITH A
 LX6981'BRONZE WOMAN AT THE APEX.
 LX6981'
 LX6981'THE STATION IS THE APEX OF THE ROOF.  HEIGHT ABOUT 125 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3783 ***********************************************************************
 LX3783  DESIGNATION -  LONG NECK 2
 LX3783  PID         -  LX3783
 LX3783  STATE/COUNTY-  CT/FAIRFIELD
 LX3783  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3783
 LX3783                         *CURRENT SURVEY CONTROL
 LX3783  ___________________________________________________________________
 LX3783* NAD 83(1996)-  41 02 10.34661(N)    073 28 40.38724(W)     ADJUSTED  
 LX3783* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3783  ___________________________________________________________________
 LX3783  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LX3783  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX3783
 LX3783  HORZ ORDER  -  THIRD
 LX3783
 LX3783.The horizontal coordinates were established by classical geodetic methods
 LX3783.and adjusted by the National Geodetic Survey in August 1998..
 LX3783
 LX3783.The orthometric height was scaled from a topographic map.
 LX3783
 LX3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3783
 LX3783.The geoid height was determined by GEOID03.
 LX3783
 LX3783;                    North         East     Units Scale Factor Converg.
 LX3783;SPC CT       -   175,188.654   243,592.831   MT  1.00002059   -0 28 57.5
 LX3783;SPC CT       -   574,764.78    799,187.48   sFT  1.00002059   -0 28 57.5
 LX3783;UTM  18      - 4,543,892.347   627,944.202   MT  0.99980147   +0 59 58.0
 LX3783
 LX3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3783!SPC CT       -   1.00000481  x   1.00002059  =   1.00002540
 LX3783!UTM  18      -   1.00000481  x   0.99980147  =   0.99980628
 LX3783
 LX3783:                Primary Azimuth Mark                     Grid Az
 LX3783:SPC CT       -  CHIMONS ISLAND 2                         064 39 07.3
 LX3783:UTM  18      -  CHIMONS ISLAND 2                         063 10 11.8
 LX3783
 LX3783|---------------------------------------------------------------------|
 LX3783| PID    Reference Object                     Distance      Geod. Az  |
 LX3783|                                                           dddmmss.s |
 LX3783| LX3793 CHIMONS ISLAND 2                    APPROX. 8.1 KM 0641009.8 |
 LX3783|---------------------------------------------------------------------|
 LX3783
 LX3783                          SUPERSEDED SURVEY CONTROL
 LX3783
 LX3783  NAD 83(1992)-  41 02 10.34594(N)    073 28 40.38683(W) AD(       ) 3
 LX3783  NAD 83(1986)-  41 02 10.34700(N)    073 28 40.38869(W) AD(       ) 3
 LX3783  NAD 27      -  41 02 09.99700(N)    073 28 41.96100(W) AD(       ) 3
 LX3783
 LX3783.Superseded values are not recommended for survey control.
 LX3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3783.See file dsdata.txt to determine how the superseded data were derived.
 LX3783
 LX3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2794443892(NAD 83)
 LX3783
 LX3783  HISTORY     - Date     Condition        Report By
 LX3783  HISTORY     - 1882     MONUMENTED       CGS
 LX3783  HISTORY     - 1914     SEE DESCRIPTION  CGS
 LX3783  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3783  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3783  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3783  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX3783  HISTORY     - 1982     SEE DESCRIPTION  USPSQD
 LX3783
 LX3783                          STATION DESCRIPTION
 LX3783
 LX3783'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (PCW)
 LX3783'SITUATE ON THE EXTREME END OF LONG NECK POINT, IN THE TOWN OF
 LX3783'DARIEN, CONNECTICUT.  THE UNDERGROUND MARK IS A SECTION OF
 LX3783'VITRIFIED EARTHENWARE PIPE, 0.8 FOOT LONG AND 4 INCHES INSIDE
 LX3783'DIAMETER.  UPPER END OF PIPE IS ABOUT 3 FEET BELOW SURFACE
 LX3783'OF GROUND.  CENTER IS MARKED BY COPPER TACK IN BLOCK OF WOOD
 LX3783'2 INCHES SQUARE PACKED IN PIPE.  SURFACE MARK IS GRANITE STONE
 LX3783'2 FEET IN LENGTH AND 6 INCHES SQUARE.  IT IS DRESSED TO 5
 LX3783'INCHES SQUARE AT END AND PROJECTS 1 INCH ABOVE GROUND.
 LX3783'REFERENCE MARKS ARE 4 SODA WATER BOTTLES BURIED
 LX3783'HORIZONTALLY, 20 INCHES UNDERGROUND, WITH NECKS POINTING THE
 LX3783'STATION AND 6 FEET N, E, S, AND W THEREFROM.  THE BOTTLES HAVE
 LX3783'BLOWN IN THE GLASS THE WORDS.  COFF AND JESSUP 44 SUMMER
 LX3783'ST STAMFOR CT.  OTHER REFERENCES ARE--A BUTTER NUT TREE 5 INCHES
 LX3783'IN DIAMETER, 10 FEET FROM (NE) CIRCULAR DRIVEWAY, IS 80.85
 LX3783'FEET NW FROM STATION.  DRILL HOLES IN ROCKS AS FOLLOWS--TO NE
 LX3783'OF STATION, 45.54 FEET.  TO SE OF STATION, IN A BANK, 199
 LX3783'FEET.  TO SW OF STATION, ON BEACH, 140.4 FEET (THIS LAST STONE
 LX3783'WAS 3 FEET HIGH).
 LX3783'
 LX3783'IN 1914 IT WAS REPORTED THAT THE STATION WAS IN THE GROUNDS OF
 LX3783'A LARGE ESTATE AND THAT IT WAS IMPRACTICABLE TO DIG FOR THE
 LX3783'UNDERGROUND MARKS.  FROM THE SUPERINTENDENT OF GROUNDS THE
 LX3783'INFORMATION WAS OBTAINED THAT A LARGE FLAGPOLE WAS STANDING OVER
 LX3783'THE EXACT SPOT.  THE REFERENCE MARKS WERE RECOVERED.  THE POLE
 LX3783'WAS USED AS A HYDROGRAPHIC SIGNAL.
 LX3783
 LX3783                          STATION RECOVERY (1931)
 LX3783
 LX3783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3783'STATION FOUND AS DESCRIBED IN 1914.  THE FLAGPOLE IS ON THE
 LX3783'GROUNDS OF THE SACRED HEART SCHOOL (CATHOLIC GIRLS
 LX3783'SCHOOL).  THERE IS ANOTHER FLAGPOLE, ON THIS PROPERTY, A SHORT
 LX3783'DISTANCE TO THE NORTHWARD.  THE STATION WAS OBSERVED AND ITS
 LX3783'POSITION COMPUTED BY TRIANGULATION.
 LX3783
 LX3783                          STATION RECOVERY (1932)
 LX3783
 LX3783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3783'THE STATION IS IN THE GROUNDS OF A LARGE ESTATE AND IT WAS
 LX3783'CONSIDERED IMPRACTICABLE TO DIG FOR THE UNDERGROUND MARK.  THE
 LX3783'LARGE FLAGPOLE WHICH STOOD OVER THE STATION HAS BEEN CUT OFF
 LX3783'AT THE SURFACE OF THE GROUND.  THE BASE OF THE FLAGPOLE WAS
 LX3783'FOUND AND THIS POINT WAS USED FOR TOPOGRAPHIC CONTROL.
 LX3783'
 LX3783'THE FOLLOWING REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LX3783'AND DISTANCES CHECKED--
 LX3783'
 LX3783'1) A BUTTER NUT TREE 5 INCHES IN DIAMETER IS 80.85 FEET NW
 LX3783'FROM STATION.
 LX3783'
 LX3783'2) DRILL HOLE IN ROCK 3 FEET HIGH, TO SW OF STATION ON BEACH
 LX3783'140.4 FEET.
 LX3783'
 LX3783'THE FOLLOWING REFERENCE MARKS WERE NOT FOUND AND IT IS BELIEVED
 LX3783'THEY DO NOT EXIST--
 LX3783'
 LX3783'1) DRILL HOLE IN ROCK TO NE OF STATION 45.54 FEET.
 LX3783'
 LX3783'2) DRILL HOLE IN ROCK TO SE OF STATION, IN A BANK, 199 FEET.
 LX3783
 LX3783                          STATION RECOVERY (1933)
 LX3783
 LX3783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
 LX3783'ADD THE FOLLOWING TO THE PRESENT DESCRIPTION--
 LX3783'
 LX3783'THE LARGE FLAGPOLE HAS BEEN CUT OFF FLUSH WITH THE SURFACE OF
 LX3783'THE GROUND AND IS LOCATED IN THE CENTER OF THE SEGMENT OF A
 LX3783'SEMICIRCULAR AREA WHICH WIDENS A GRAVELED WALK AT A POINT JUST
 LX3783'BEFORE IT TURNS ALONG THE SEAWALL LOOKING TO THE S.  A MARBLE
 LX3783'BENCH HAS BEEN ERECTED IN A CLUMP OF SHRUBBERY ABOUT 40 FEET NE
 LX3783'OF THE WIDENED PORTION OF THE WALK.  ABOUT 2 INCHES OF GRAVEL
 LX3783'COVERS THE STUMP OF THE FLAGPOLE WHICH IS ABOUT 18 INCHES IN
 LX3783'DIAMETER.
 LX3783'
 LX3783'SEE SKETCH BELOW.
 LX3783
 LX3783                          STATION RECOVERY (1934)
 LX3783
 LX3783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3783'GONE.  POLE HAS BEEN ENTIRELY REMOVED.
 LX3783
 LX3783                          STATION RECOVERY (1982)
 LX3783
 LX3783'RECOVERY NOTE BY US POWER SQUADRON 1982 (AMS)
 LX3783'THE ONLY EVIDENCE AGREEING WITH DESCRIPTION OF STATION OR REFERENCE
 LX3783'MARKS (R 1932) IS DRILL HOLE IN ROCK SW OF STATION.  THE SACRED HEAR
 LX3783'ACADEMY BUILDING HAS HAD CENTER PORTION REMOVED TO MAKE TWO
 LX3783'RESIDENCES OF THE ORIGINAL BUILDING.  THE LAND BETWEEN THE ORIGINAL
 LX3783'BUILDING AND THE SEAWALL (R-1933 SKETCH) HAS BEEN SUBDIVIDED E 4W
 LX3783'AND TWO HOUSES BUILT (1980) A FLAG POLE IS LOCATED ON THE EASTERLY
 LX3783'HALF, NEARER THE WATER.  THE WALKS AND BENCH DO NOT NOW EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3784 ***********************************************************************
 LX3784  DESIGNATION -  LONG NECK FLAGPOLE
 LX3784  PID         -  LX3784
 LX3784  STATE/COUNTY-  CT/FAIRFIELD
 LX3784  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3784
 LX3784                         *CURRENT SURVEY CONTROL
 LX3784  ___________________________________________________________________
 LX3784* NAD 83(1996)-  41 02 10.41975(N)    073 28 40.43194(W)     ADJUSTED  
 LX3784* NAVD 88     -                                                        
 LX3784  ___________________________________________________________________
 LX3784  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 LX3784  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX3784
 LX3784  HORZ ORDER  -  THIRD
 LX3784
 LX3784.The horizontal coordinates were established by classical geodetic methods
 LX3784.and adjusted by the National Geodetic Survey in August 1998..
 LX3784
 LX3784
 LX3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3784
 LX3784.The geoid height was determined by GEOID03.
 LX3784
 LX3784;                    North         East     Units Scale Factor Converg.
 LX3784;SPC CT       -   175,190.919   243,591.805   MT  1.00002058   -0 28 57.5
 LX3784;SPC CT       -   574,772.21    799,184.11   sFT  1.00002058   -0 28 57.5
 LX3784;SPC NY L     -    96,693.631   343,902.855   MT  1.00000016   +0 20 29.4
 LX3784;SPC NY L     -   317,235.69  1,128,287.95   sFT  1.00000016   +0 20 29.4
 LX3784;UTM  18      - 4,543,894.585   627,943.118   MT  0.99980147   +0 59 58.0
 LX3784
 LX3784                          SUPERSEDED SURVEY CONTROL
 LX3784
 LX3784  NAD 83(1992)-  41 02 10.41938(N)    073 28 40.43000(W) AD(       ) 4
 LX3784  NAD 83(1986)-  41 02 10.42000(N)    073 28 40.43192(W) AD(       ) 4
 LX3784  NAD 27      -  41 02 10.07100(N)    073 28 42.00600(W) AD(       ) 3
 LX3784
 LX3784.Superseded values are not recommended for survey control.
 LX3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3784.See file dsdata.txt to determine how the superseded data were derived.
 LX3784
 LX3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2794343895(NAD 83)
 LX3784
 LX3784  HISTORY     - Date     Condition        Report By
 LX3784  HISTORY     - 1914     MONUMENTED       CGS
 LX3784  HISTORY     - 1982     GOOD             USPSQD
 LX3784
 LX3784                          STATION DESCRIPTION
 LX3784
 LX3784'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 LX3784'SEE STATION LONG NECK 2
 LX3784
 LX3784                          STATION RECOVERY (1982)
 LX3784
 LX3784'RECOVERY NOTE BY US POWER SQUADRON 1982 (AMS)
 LX3784'THE PRESENT FLAGPOLE APPEARS TO BE SOUTH RATHER THAN NORTH OF LONG
 LX3784'NECK 2 POLE (1882) AS DESCRIBED IN 1914 AND INDICATED ON GEODETIC
 LX3784'LATITUDE.  WHETHER THE PRESENT POLE IS THE 1914 POLE OR A LATER
 LX3784'INSTALLATION COULD NOT BE DETERMINED-SEL LONG NECK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5104 ***********************************************************************
 LX5104  DESIGNATION -  LONG REACH LOWER LIGHT 8
 LX5104  PID         -  LX5104
 LX5104  STATE/COUNTY-  CT/NEW LONDON
 LX5104  USGS QUAD   -  UNCASVILLE (1984)
 LX5104
 LX5104                         *CURRENT SURVEY CONTROL
 LX5104  ___________________________________________________________________
 LX5104* NAD 83(1996)-  41 26 53.81070(N)    072 04 56.45144(W)     ADJUSTED  
 LX5104* NAVD 88     -                                                        
 LX5104  ___________________________________________________________________
 LX5104  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LX5104  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5104
 LX5104  HORZ ORDER  -  THIRD
 LX5104
 LX5104.The horizontal coordinates were established by classical geodetic methods
 LX5104.and adjusted by the National Geodetic Survey in August 1998..
 LX5104
 LX5104
 LX5104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5104
 LX5104.The geoid height was determined by GEOID03.
 LX5104
 LX5104;                    North         East     Units Scale Factor Converg.
 LX5104;SPC CT       -   220,910.591   360,589.921   MT  0.99998425   +0 26 33.7
 LX5104;SPC CT       -   724,770.83  1,183,035.43   sFT  0.99998425   +0 26 33.7
 LX5104;UTM  18      - 4,592,632.004   743,722.205   MT  1.00033107   +1 55 56.2
 LX5104;UTM  19      - 4,593,109.328   242,518.582   MT  1.00041596   -2 02 29.3
 LX5104
 LX5104                          SUPERSEDED SURVEY CONTROL
 LX5104
 LX5104  NAD 83(1992)-  41 26 53.80965(N)    072 04 56.45074(W) AD(       ) 4
 LX5104  NAD 83(1986)-  41 26 53.81048(N)    072 04 56.45378(W) AD(       ) 4
 LX5104  NAD 27      -  41 26 53.46200(N)    072 04 58.16700(W) AD(       ) 3
 LX5104
 LX5104.Superseded values are not recommended for survey control.
 LX5104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5104.See file dsdata.txt to determine how the superseded data were derived.
 LX5104
 LX5104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4372292632(NAD 83)
 LX5104_MARKER: 14 = NAVIGATION LIGHT
 LX5104
 LX5104  HISTORY     - Date     Condition        Report By
 LX5104  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5104  HISTORY     - 1961     GOOD             CGS
 LX5104  HISTORY     - 1966     GOOD             CGS
 LX5104  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5104
 LX5104                          STATION DESCRIPTION
 LX5104
 LX5104'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5104'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO
 LX5104'PREVIOUS DESCRIPTION.
 LX5104'
 LX5104'THE LIGHT IS LOCATED ON A ROCK ISLAND ABOUT .3 MILE N.N.E. OF
 LX5104'ALLYN POINT.  THE LIGHT IS LOCATED ON THE TOP OF A RED STEEL
 LX5104'SKELETON TOWER WITH A WHITE STEEL PYRAMIDAL BOX AT ITS BASE ON
 LX5104'A CONCRETE FOUNDATION.  THE C.G. LIST OF LIGHTS STATES THIS LIGHT
 LX5104'WAS BUILT IN 1927.
 LX5104
 LX5104                          STATION RECOVERY (1966)
 LX5104
 LX5104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5104'RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION BY G.F.W. IS
 LX5104'ADEQUATE.
 LX5104'
 LX5104'THIS IS NOW LONG BEACH LOWER LIGHT 14.
 LX5104
 LX5104                          STATION RECOVERY (1984)
 LX5104
 LX5104'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5104'LONG BEACH, LOWER LIGHT NO. 8 1934 RED STEEL SKELETON TOWER
 LX5104'WITH A WHITE STEEL PYRMIDAL BOX AT ITS BASE ON A CONCRETE
 LX5104'FOUNDATION HAS BEEN DESTROYED.  IT HAS BEEN REPLACED BY A SQUARE
 LX5104'GALVANIZED METAL COLUMN WITH A FLASHING RED FOUR SECOND LIGHT
 LX5104'AT THE PEAK.  25 FEET ABOVE M.L.W.
 LX5104'
 LX5104'TWO RED TRIANGULAR DAY MARKS WITH NUMBER 14 JUST BELOW LIGHT.
 LX5104'METAL COLUMN MOUNTED ON OLD FOUNDATION PAINTED RED.  JUST ABOVE
 LX5104'FOUNDATION MOUNTED ON METAL COLUMN IS A WHITE PLASTIC RECTANGULAR
 LX5104'BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5117 ***********************************************************************
 LX5117  DESIGNATION -  LONG REACH UPPER LIGHT 9
 LX5117  PID         -  LX5117
 LX5117  STATE/COUNTY-  CT/NEW LONDON
 LX5117  USGS QUAD   -  UNCASVILLE (1984)
 LX5117
 LX5117                         *CURRENT SURVEY CONTROL
 LX5117  ___________________________________________________________________
 LX5117* NAD 83(1996)-  41 27 10.76065(N)    072 04 24.64737(W)     ADJUSTED  
 LX5117* NAVD 88     -                                                        
 LX5117  ___________________________________________________________________
 LX5117  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 LX5117  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5117
 LX5117  HORZ ORDER  -  THIRD
 LX5117
 LX5117.The horizontal coordinates were established by classical geodetic methods
 LX5117.and adjusted by the National Geodetic Survey in August 1998..
 LX5117
 LX5117
 LX5117.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5117
 LX5117.The geoid height was determined by GEOID03.
 LX5117
 LX5117;                    North         East     Units Scale Factor Converg.
 LX5117;SPC CT       -   221,439.226   361,324.023   MT  0.99998413   +0 26 54.8
 LX5117;SPC CT       -   726,505.19  1,185,443.90   sFT  0.99998413   +0 26 54.8
 LX5117;UTM  18      - 4,593,179.736   744,442.568   MT  1.00033540   +1 56 17.9
 LX5117;UTM  19      - 4,593,605.861   243,275.233   MT  1.00041117   -2 02 08.8
 LX5117
 LX5117                          SUPERSEDED SURVEY CONTROL
 LX5117
 LX5117  NAD 83(1992)-  41 27 10.75960(N)    072 04 24.64668(W) AD(       ) 4
 LX5117  NAD 83(1986)-  41 27 10.76039(N)    072 04 24.64965(W) AD(       ) 4
 LX5117  NAD 27      -  41 27 10.41200(N)    072 04 26.36500(W) AD(       ) 3
 LX5117
 LX5117.Superseded values are not recommended for survey control.
 LX5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5117.See file dsdata.txt to determine how the superseded data were derived.
 LX5117
 LX5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4444393180(NAD 83)
 LX5117_MARKER: 14 = NAVIGATION LIGHT
 LX5117
 LX5117  HISTORY     - Date     Condition        Report By
 LX5117  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5117  HISTORY     - 1961     GOOD             CGS
 LX5117  HISTORY     - 1966     GOOD             CGS
 LX5117  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5117
 LX5117                          STATION DESCRIPTION
 LX5117
 LX5117'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5117'THE LIGHT WAS RECOVERED IN GOOD CONDITION.  NO PREVIOUS
 LX5117'DESCRIPTION EXISTS.
 LX5117'
 LX5117'THE LIGHT IS LOCATED ABOUT .8 MILE N.E. OF ALLYN POINT.  THE
 LX5117'LIGHT IS LOCATED ON THE TOP OF A BLACK STEEL SKELETON TOWER WITH
 LX5117'A WHITE STEEL PYRAMIDAL BOX AT ITS BASE ON A CONCRETE
 LX5117'FOUNDATION.  THE C.G. LIST OF LIGHTS STATES THIS LIGHT WAS
 LX5117'BUILT IN 1925.
 LX5117
 LX5117                          STATION RECOVERY (1966)
 LX5117
 LX5117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5117'RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION BY G.F.W. IS
 LX5117'ADEQUATE.
 LX5117'
 LX5117'THIS IS NOW LONG REACH UPPER LIGHT 17.
 LX5117
 LX5117                          STATION RECOVERY (1984)
 LX5117
 LX5117'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5117'LONG REACH, UPPER LIGHT NO. 9 1934 BLACK STEEL SKELETON TOWER
 LX5117'HAS BEEN DESTROYED AND REPLACED BY A SQUARE GALVANIZED METAL
 LX5117'COLUMN WITH A FLASHING FOUR SECOND LIGHT 25 FEET ABOVE MLW.
 LX5117'JUST BELOW THE LIGHT TWO RECTANGULAR DAYMARKS WITH THE NUMBER 17.
 LX5117'COLUMN MOUNTED ON THE OLD FOUNDATION.  JUST ABOUT THE
 LX5117'FOUNDATION MOUNTED ON THE METAL COLUMN IS A WHITE PLASTIC
 LX5117'RETANGULAR BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7442 ***********************************************************************
 LX7442  DESIGNATION -  LOOKOUT
 LX7442  PID         -  LX7442
 LX7442  STATE/COUNTY-  CT/FAIRFIELD
 LX7442  USGS QUAD   -  BETHEL (1984)
 LX7442
 LX7442                         *CURRENT SURVEY CONTROL
 LX7442  ___________________________________________________________________
 LX7442* NAD 83(1996)-  41 17 27.93927(N)    073 25 48.03136(W)     ADJUSTED  
 LX7442* NAVD 88     -       227.7    (meters)     747.     (feet)  VERTCON   
 LX7442  ___________________________________________________________________
 LX7442  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 LX7442  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX7442
 LX7442  HORZ ORDER  -  FIRST
 LX7442
 LX7442.The horizontal coordinates were established by classical geodetic methods
 LX7442.and adjusted by the National Geodetic Survey in August 1998..
 LX7442
 LX7442.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7442
 LX7442.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7442
 LX7442.The geoid height was determined by GEOID03.
 LX7442
 LX7442;                    North         East     Units Scale Factor Converg.
 LX7442;SPC CT       -   203,462.100   247,841.443   MT  0.99999205   -0 27 03.2
 LX7442;SPC CT       -   667,525.24    813,126.47   sFT  0.99999205   -0 27 03.2
 LX7442;UTM  18      - 4,572,260.766   631,458.206   MT  0.99981268   +1 02 10.2
 LX7442
 LX7442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7442!SPC CT       -   0.99996895  x   0.99999205  =   0.99996100
 LX7442!UTM  18      -   0.99996895  x   0.99981268  =   0.99978163
 LX7442
 LX7442|---------------------------------------------------------------------|
 LX7442| PID    Reference Object                     Distance      Geod. Az  |
 LX7442|                                                           dddmmss.s |
 LX7442| CR9126 LOOKOUT RM 1                         26.328 METERS 20835     |
 LX7442| CR9127 LOOKOUT RM 2                         23.755 METERS 30644     |
 LX7442|---------------------------------------------------------------------|
 LX7442
 LX7442                          SUPERSEDED SURVEY CONTROL
 LX7442
 LX7442  NAD 83(1992)-  41 17 27.93858(N)    073 25 48.03114(W) AD(       ) 1
 LX7442  NAD 83(1986)-  41 17 27.94082(N)    073 25 48.03246(W) AD(       ) 1
 LX7442  NAD 83(1986)-  41 17 27.94101(N)    073 25 48.03241(W) AD(       ) 1
 LX7442  NGVD 29 (10/23/89)  228.0    (m)          748.     (f) VERT ANG       
 LX7442
 LX7442.Superseded values are not recommended for survey control.
 LX7442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7442.See file dsdata.txt to determine how the superseded data were derived.
 LX7442
 LX7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3145872261(NAD 83)
 LX7442_MARKER: DS = TRIANGULATION STATION DISK
 LX7442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7442+STABILITY: SURFACE MOTION
 LX7442
 LX7442  HISTORY     - Date     Condition        Report By
 LX7442  HISTORY     - 1983     MONUMENTED       NGS
 LX7442
 LX7442                          STATION DESCRIPTION
 LX7442
 LX7442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7442'THE STATION IS LOCATED ABOUT 13.5 KM (8.5 MI) SOUTH OF
 LX7442'DANBURY, 3.0 KM (1.9 MI) NORTHEAST OF BRANCHVILLE,
 LX7442'1.5 KM (1.0 MI) EAST OF U.S. HIGHWAY 7, 30 METERS (100 FT)
 LX7442'NORTHEAST OF A SMALL RELAY TOWER AND AT THE SITE OF THE
 LX7442'DISMANTLED REDDING LOOKOUT TOWER.
 LX7442'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF MOTOR VEHICLES,
 LX7442'60 STATE STREET, WETHERSFIELD CT 06109.
 LX7442'
 LX7442'TO REACH THE STATION FROM FROM THE JUNCTION OF U.S.
 LX7442'HIGHWAY 7 AND STATE HIGHWAY 102 IN BRANCHVILLE, GO
 LX7442'NORTH ON HIGHWAY 7 FOR 2.2 KM (1.4 MI) TO A PAVED ROAD
 LX7442'RIGHT.  TURN RIGHT AND GO EAST ON OLD REDDING ROAD FOR
 LX7442'0.5 KM (0.3 MI) TO FORK ON THE EAST SIDE OF A RAILROAD
 LX7442'OVERPASS.  KEEP LEFT GOING EASTERLY ON THE WINDING
 LX7442'ROAD (OLD REDDING ROAD) FOR 2.1 KM (1.3 MI) TO A DIRT ROAD
 LX7442'RIGHT (HARD TO SEE) JUST BEFORE REACHING A DIM ROAD LEFT.
 LX7442'TURN RIGHT AND GO SOUTH ON THE DIRT ROAD FOR 0.2 KM (0.1 MI)
 LX7442'TO A HOUSE ON LEFT.  CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO
 LX7442'THE STATION ON LEFT, IN BETWEEN THE OLD LOOKOUT TOWER FOOTINGS.
 LX7442'
 LX7442'THE STATION IS A STANDARD NGS DISK
 LX7442'STAMPED---LOOKOUT 1983---,
 LX7442'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 LX7442'FLUSH WITH GROUND.  IT IS LOCATED
 LX7442'27.3 METERS (89.5 FT) NORTHEAST FROM A WITNESS POST,
 LX7442'14.0 METERS (46.0 FT) EAST FROM A TRACK ROAD,
 LX7442'4.4 METERS (14.4 FT) SOUTHEAST FROM THE CENTER OF A CONCRETE
 LX7442'FOOTING OF THE OLD LOOKOUT AND
 LX7442'0.4 METER (1.3 FT) NORTH FROM A SET OF CONCRETE STAIRS OF THE
 LX7442'OLD LOOKOUT.
 LX7442'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7442'STAMPED---LOOKOUT 1983---,
 LX7442'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7442'
 LX7442'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7442'STAMPED---LOOKOUT NO 1 1983---,
 LX7442'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7442'15.5 METERS (51 FT) SOUTH FROM THE CENTER OF A TRACK ROAD,
 LX7442'6.7 METERS (22 FT) WEST FROM THE CENTER OF THE TRACK ROAD,
 LX7442'4.9 METERS (16 FT) SOUTH-SOUTHEAST FROM A FENCE CORNER AND
 LX7442'1.2 METERS (4 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX7442'MARK IS BELOW STATION 0.4 METER.
 LX7442'
 LX7442'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7442'STAMPED---LOOKOUT NO 2 1983---,
 LX7442'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7442'33.2 METERS (109 FT) NORTH-NORTHEAST FROM A FENCE CORNER,
 LX7442'19.5 METERS (64 FT) NORTHWEST FROM A CONCRETE TOWER FOOTING,
 LX7442'3.7 METERS (12 FT) WEST FROM THE CENTER OF A GRAVEL ROAD AND
 LX7442'0.6 METER (2.1 FT) EAST FROM A WITNESS POST.
 LX7442'MARK IS BELOW STATION 0.8 METER.
 LX7442'
 LX7442'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 LX7442'
 LX7442'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7442'
 LX7442'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4910 ***********************************************************************
 LX4910  DESIGNATION -  LOOMIS
 LX4910  PID         -  LX4910
 LX4910  STATE/COUNTY-  CT/NEW LONDON
 LX4910  USGS QUAD   -  MOODUS (1984)
 LX4910
 LX4910                         *CURRENT SURVEY CONTROL
 LX4910  ___________________________________________________________________
 LX4910* NAD 83(1996)-  41 32 44.68151(N)    072 24 53.22945(W)     ADJUSTED  
 LX4910* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 LX4910  ___________________________________________________________________
 LX4910  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX4910  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX4910
 LX4910  HORZ ORDER  -  FIRST
 LX4910
 LX4910.The horizontal coordinates were established by classical geodetic methods
 LX4910.and adjusted by the National Geodetic Survey in August 1998..
 LX4910
 LX4910.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4910
 LX4910.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4910
 LX4910.The geoid height was determined by GEOID03.
 LX4910
 LX4910;                    North         East     Units Scale Factor Converg.
 LX4910;SPC CT       -   231,573.842   332,769.452   MT  0.99998316   +0 13 20.2
 LX4910;SPC CT       -   759,755.18  1,091,761.11   sFT  0.99998316   +0 13 20.2
 LX4910;UTM  18      - 4,602,570.244   715,626.154   MT  1.00017221   +1 42 54.8
 LX4910
 LX4910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4910!SPC CT       -   0.99997645  x   0.99998316  =   0.99995961
 LX4910!UTM  18      -   0.99997645  x   1.00017221  =   1.00014866
 LX4910
 LX4910:                Primary Azimuth Mark                     Grid Az
 LX4910:SPC CT       -  PARNASSUS                                175 11 25.8
 LX4910:UTM  18      -  PARNASSUS                                173 41 51.2
 LX4910
 LX4910|---------------------------------------------------------------------|
 LX4910| PID    Reference Object                     Distance      Geod. Az  |
 LX4910|                                                           dddmmss.s |
 LX4910| LX6085 PARNASSUS                           APPROX. 8.4 KM 1752446.0 |
 LX4910| CZ6708 LOOMIS RM 3                          38.842 METERS 17945     |
 LX4910| CZ6706 LOOMIS RM 1                          17.864 METERS 22746     |
 LX4910| CZ6707 LOOMIS RM 2                          18.134 METERS 32722     |
 LX4910|---------------------------------------------------------------------|
 LX4910
 LX4910                          SUPERSEDED SURVEY CONTROL
 LX4910
 LX4910  NAD 83(1992)-  41 32 44.68079(N)    072 24 53.22921(W) AD(       ) 1
 LX4910  NAD 83(1986)-  41 32 44.68244(N)    072 24 53.23146(W) AD(       ) 1
 LX4910  NAD 27      -  41 32 44.32485(N)    072 24 54.92833(W) AD(       ) 1
 LX4910  NGVD 29 (07/19/86)  180.3    (m)          592.     (f) VERT ANG       
 LX4910
 LX4910.Superseded values are not recommended for survey control.
 LX4910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4910.See file dsdata.txt to determine how the superseded data were derived.
 LX4910
 LX4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1562602570(NAD 83)
 LX4910_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4910+STABILITY: SURFACE MOTION
 LX4910
 LX4910  HISTORY     - Date     Condition        Report By
 LX4910  HISTORY     - 1976     MONUMENTED       NGS
 LX4910
 LX4910                          STATION DESCRIPTION
 LX4910
 LX4910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX4910'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF
 LX4910'COLCHESTER, 1/2 MILE SOUTH OF WESTCHESTER, 0.1 MILE WEST OF
 LX4910'THE JUNCTION OF STATE HIGHWAYS 16 AND 149 AND IS ON PROPERTY
 LX4910'OWNED BY CLARK ASSOCIATION INCORPORATED, 15 HAYWARD AVENUE,
 LX4910'COLCHESTER, CONNECTICUT 06415.  MR. GORDON W. WEEMAN, MANAGER,
 LX4910'GAVE PERMISSION.
 LX4910'
 LX4910'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 16 AND
 LX4910'149, WHICH IS ABOUT 1/2 MILE SOUTH OF WESTCHESTER, GO WEST ON
 LX4910'STATE HIGHWAY 16 FOR 0.1 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 LX4910'RIGHT AND GO NORTH FOR ABOUT 200 FEET TO THE NORTHEAST CORNER
 LX4910'OF A FIELD AND THE STATION.
 LX4910'
 LX4910'STATION MARKS ARE STANDARD DISKS STAMPED---LOOMIS 1976---.
 LX4910'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX4910'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 LX4910'IT IS 172 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 16,
 LX4910'137.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE, 53
 LX4910'FEET WEST OF A 30-INCH OAK TREE AND 49 FEET SOUTH OF A 30-INCH
 LX4910'OAK TREE, WHICH IS AT THE SOUTHEAST SIDE OF A GATE.  THE
 LX4910'UNDERGROUND DISK IS SET IN TOP OF AN IRREGULAR MASS OF
 LX4910'CONCRETE THAT IS ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 LX4910'
 LX4910'REFERENCE MARK 1, A STANDARD DISK STAMPED---LOOMIS NO 1 1976
 LX4910'---, IS CEMENTED IN A DRILL HOLE IN A BOULDER
 LX4910'WHICH IS ABOUT 3 FEET IN
 LX4910'DIAMETER OF EXPOSED SURFACE ABOVE THE GROUND AND PROJECTS
 LX4910'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 135 FEET NORTH
 LX4910'OF THE CENTER LINE OF STATE HIGHWAY 16, 104 FEET NORTHWEST
 LX4910'OF A 36-INCH OAK TREE AND 80.5 FEET NORTHEAST OF THE NORTHEAST
 LX4910'CORNER OF A GARAGE.
 LX4910'
 LX4910'REFERENCE MARK 2, A STANDARD DISK STAMPED---LOOMIS NO 2 1976
 LX4910'---, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 LX4910'ABOUT 1 FOOT IN
 LX4910'DIAMETER OF EXPOSED SURFACE ABOVE THE GROUND AND PROJECTS
 LX4910'ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET WEST
 LX4910'OF THE 30-INCH OAK TREE WHICH IS AT THE SOUTHEAST SIDE OF A
 LX4910'GATE, 16 FEET SOUTH OF THE SOUTHWEST CORNER OF A ROCK FENCE
 LX4910'AND 7.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4910'
 LX4910'REFERENCE MARK 3, A STANDARD DISK STAMPED---LOOMIS NO 3 1976
 LX4910'---, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH HAS
 LX4910'A 2 FOOT BY 3 FOOT
 LX4910'EXPOSED SURFACE AND PROJECTS ABOUT 5 INCHES
 LX4910'ABOVE THE GROUND SURFACE.  IT IS 50.5 FEET WEST OF A 36-INCH
 LX4910'OAK TREE, 45 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 LX4910'16, 7 FEET NORTH OF A ROCK FENCE AND 5.8 FEET NORTHEAST OF A
 LX4910'METAL WITNESS POST.
 LX4910'
 LX4910'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX4910'
 LX4910'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 LX4910'
 LX4910'DESCRIBED BY L. D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6409 ***********************************************************************
 LX6409  DESIGNATION -  LOOP
 LX6409  PID         -  LX6409
 LX6409  STATE/COUNTY-  CT/NEW HAVEN
 LX6409  USGS QUAD   -  BRANFORD (1984)
 LX6409
 LX6409                         *CURRENT SURVEY CONTROL
 LX6409  ___________________________________________________________________
 LX6409* NAD 83(1996)-  41 15 10.21973(N)    072 51 11.45400(W)     ADJUSTED  
 LX6409* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX6409  ___________________________________________________________________
 LX6409  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6409  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX6409
 LX6409  HORZ ORDER  -  THIRD
 LX6409
 LX6409.The horizontal coordinates were established by classical geodetic methods
 LX6409.and adjusted by the National Geodetic Survey in August 1998..
 LX6409
 LX6409.The orthometric height was scaled from a topographic map.
 LX6409
 LX6409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6409
 LX6409.The geoid height was determined by GEOID03.
 LX6409
 LX6409;                    North         East     Units Scale Factor Converg.
 LX6409;SPC CT       -   198,994.555   296,152.705   MT  0.99999509   -0 04 06.3
 LX6409;SPC CT       -   652,867.97    971,627.67   sFT  0.99999509   -0 04 06.3
 LX6409;SPC NY L     -   121,248.309   396,117.248   MT  1.00001956   +0 45 00.4
 LX6409;SPC NY L     -   397,795.49  1,299,594.67   sFT  1.00001956   +0 45 00.4
 LX6409;UTM  18      - 4,569,047.652   679,864.563   MT  0.99999816   +1 24 57.4
 LX6409
 LX6409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6409!SPC CT       -   1.00000413  x   0.99999509  =   0.99999922
 LX6409!SPC NY L     -   1.00000413  x   1.00001956  =   1.00002369
 LX6409!UTM  18      -   1.00000413  x   0.99999816  =   1.00000229
 LX6409
 LX6409|---------------------------------------------------------------------|
 LX6409| PID    Reference Object                     Distance      Geod. Az  |
 LX6409|                                                           dddmmss.s |
 LX6409| LX6410 KELSEYS GABLE                        23.552 METERS 00502     |
 LX6409| CZ6710 LOOP RM 2                            14.540 METERS 02908     |
 LX6409| LX6418 LANDONS ISLAND CHIMNEY              APPROX. 1.1 KM 1010553.8 |
 LX6409| LX6415 DARROW ISLAND WHITE CHIMNEY         334.962 METERS 14250     |
 LX6409| LX6363 DARROW ISLAND W FLAGPOLE            318.535 METERS 17817     |
 LX6409| LX6366 DARROW ROCKS FLAGPOLE               APPROX. 0.9 KM 2071341.9 |
 LX6409| CZ6709 LOOP RM 1                            19.180 METERS 34819     |
 LX6409|---------------------------------------------------------------------|
 LX6409
 LX6409                          SUPERSEDED SURVEY CONTROL
 LX6409
 LX6409  NAD 83(1992)-  41 15 10.21884(N)    072 51 11.45380(W) AD(       ) 3
 LX6409  NAD 83(1986)-  41 15 10.22029(N)    072 51 11.45732(W) AD(       ) 3
 LX6409  NAD 27      -  41 15 09.87100(N)    072 51 13.09800(W) AD(       ) 3
 LX6409
 LX6409.Superseded values are not recommended for survey control.
 LX6409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6409.See file dsdata.txt to determine how the superseded data were derived.
 LX6409
 LX6409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7986569048(NAD 83)
 LX6409_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6409_SETTING: 66 = SET IN ROCK OUTCROP
 LX6409_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6409+STABILITY: POSITION/ELEVATION WELL
 LX6409
 LX6409  HISTORY     - Date     Condition        Report By
 LX6409  HISTORY     - 1933     MONUMENTED       CGS
 LX6409  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX6409  HISTORY     - 19890120 GOOD             USPSQD
 LX6409
 LX6409                          STATION DESCRIPTION
 LX6409
 LX6409'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6409'THIS STATION IS LOCATED ON PAYNES POINT ON THE N SIDE OF WHAT
 LX6409'IS KNOWN AS FARM RIVER CUT.  IT IS ON THE HIGHEST PART OF THE
 LX6409'LEDGE AT THIS POINT AND IS ABOUT 6 METERS FROM HIGH WATER LINE.
 LX6409'
 LX6409'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 LX6409'A DRILL HOLE IN OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2
 LX6409'AND 12A.
 LX6409'
 LX6409'REFERENCE MARK NO. 1 IS IN A SEPARATE OUTCROPPING, BEARS N
 LX6409'(MAGNETIC) AND IS 10 METERS SOUTHERLY OF THE W CORNER OF THE
 LX6409'PROMINENT WHITE HOUSE WITH RED GABLES.
 LX6409'
 LX6409'REFERENCE MARK NO. 2 IS IN A SEPARATE OUTCROPPING, BEARS N
 LX6409'42 DEG E (MAGNETIC) AND IS 6.15 METERS SOUTHERLY OF THE S CORNER
 LX6409'OF PORCH ON RED GABLED HOUSE.  IT IS NEARLY ON LINE WITH
 LX6409'SOUTHEASTERLY FACE OF THIS PORCH.
 LX6409'
 LX6409'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX6409
 LX6409                          STATION RECOVERY (1977)
 LX6409
 LX6409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 LX6409'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX6409'AS DESCRIBED IN GOOD CONDITION.  THE JOHNSON FLAGPOLE AND DARROW
 LX6409'ROCKS FLAGPOLE WERE OBSERVED ON AND PROVIDED GOOD CHECKS.
 LX6409'
 LX6409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6409'ABOUT 5 MILES EAST OF NEW HAVEN.
 LX6409
 LX6409                          STATION RECOVERY (1989)
 LX6409
 LX6409'RECOVERY NOTE BY US POWER SQUADRON 1989 (SW)
 LX6409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5813 ***********************************************************************
 LX5813  DESIGNATION -  LORDS BARN GABLE
 LX5813  PID         -  LX5813
 LX5813  STATE/COUNTY-  CT/NEW LONDON
 LX5813  USGS QUAD   -  OLD LYME (1976)
 LX5813
 LX5813                         *CURRENT SURVEY CONTROL
 LX5813  ___________________________________________________________________
 LX5813* NAD 83(1996)-  41 22 09.68185(N)    072 20 42.39447(W)     ADJUSTED  
 LX5813* NAVD 88     -                                                        
 LX5813  ___________________________________________________________________
 LX5813  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX5813  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX5813
 LX5813  HORZ ORDER  -  THIRD
 LX5813
 LX5813.The horizontal coordinates were established by classical geodetic methods
 LX5813.and adjusted by the National Geodetic Survey in August 1998..
 LX5813
 LX5813
 LX5813.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5813
 LX5813.The geoid height was determined by GEOID03.
 LX5813
 LX5813;                    North         East     Units Scale Factor Converg.
 LX5813;SPC CT       -   212,009.031   338,674.706   MT  0.99998723   +0 16 06.5
 LX5813;SPC CT       -   695,566.30  1,111,135.26   sFT  0.99998723   +0 16 06.5
 LX5813;UTM  18      - 4,583,161.617   722,039.443   MT  1.00020678   +1 45 19.3
 LX5813
 LX5813                          SUPERSEDED SURVEY CONTROL
 LX5813
 LX5813  NAD 83(1992)-  41 22 09.68093(N)    072 20 42.39409(W) AD(       ) 4
 LX5813  NAD 83(1986)-  41 22 09.68269(N)    072 20 42.39737(W) AD(       ) 4
 LX5813  NAD 27      -  41 22 09.33900(N)    072 20 44.14800(W) AD(       ) 3
 LX5813
 LX5813.Superseded values are not recommended for survey control.
 LX5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5813.See file dsdata.txt to determine how the superseded data were derived.
 LX5813
 LX5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2203983162(NAD 83)
 LX5813
 LX5813  HISTORY     - Date     Condition        Report By
 LX5813  HISTORY     - 1935     MONUMENTED       CGS
 LX5813  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5813
 LX5813                          STATION DESCRIPTION
 LX5813
 LX5813'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5813'THIS BARN STANDS BY ITSELF IN AN OPEN FIELD E OF ROUTE 86 ABOUT
 LX5813'3.7 MILES FROM THE SAYBROOK BRIDGE.  IT IS THE PROPERTY OF
 LX5813'JAMES LORD.  IT IS 95 METERS E OF THE HIGHWAY AND 175 METERS S
 LX5813'OF LORDS RESIDENCE.
 LX5813'
 LX5813'THE BARN IS IN TWO SECTIONS.  THE N PART RUNS E AND W AND THE
 LX5813'SOUTHERLY PART N AND S.  THE RIDGEPOLES INTERSECT VERY CLOSE TO
 LX5813'THE W AND N GABLES FOR THE TWO SECTIONS.
 LX5813'
 LX5813'CENTER IS THE APEX OF THE W GABLE OF THE N SECTION.
 LX5813'
 LX5813'PLAN OF THE BARN APPEARS AS IN SKETCH.
 LX5813
 LX5813                          STATION RECOVERY (1948)
 LX5813
 LX5813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5813'THE BARN HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THIS STATION BE
 LX5813'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5812 ***********************************************************************
 LX5812  DESIGNATION -  LORDS HILL WATER TANK
 LX5812  PID         -  LX5812
 LX5812  STATE/COUNTY-  CT/NEW LONDON
 LX5812  USGS QUAD   -  OLD LYME (1976)
 LX5812
 LX5812                         *CURRENT SURVEY CONTROL
 LX5812  ___________________________________________________________________
 LX5812* NAD 83(1996)-  41 21 26.25480(N)    072 20 49.65199(W)     ADJUSTED  
 LX5812* NAVD 88     -                                                        
 LX5812  ___________________________________________________________________
 LX5812  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX5812  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX5812
 LX5812  HORZ ORDER  -  THIRD
 LX5812
 LX5812.The horizontal coordinates were established by classical geodetic methods
 LX5812.and adjusted by the National Geodetic Survey in August 1998..
 LX5812
 LX5812
 LX5812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5812
 LX5812.The geoid height was determined by GEOID03.
 LX5812
 LX5812;                    North         East     Units Scale Factor Converg.
 LX5812;SPC CT       -   210,668.538   338,512.292   MT  0.99998785   +0 16 01.7
 LX5812;SPC CT       -   691,168.36  1,110,602.41   sFT  0.99998785   +0 16 01.7
 LX5812;UTM  18      - 4,581,817.067   721,911.834   MT  1.00020608   +1 45 13.0
 LX5812
 LX5812                          SUPERSEDED SURVEY CONTROL
 LX5812
 LX5812  NAD 83(1992)-  41 21 26.25385(N)    072 20 49.65163(W) AD(       ) 4
 LX5812  NAD 83(1986)-  41 21 26.25566(N)    072 20 49.65498(W) AD(       ) 4
 LX5812  NAD 27      -  41 21 25.90100(N)    072 20 51.36800(W) AD(       ) 3
 LX5812
 LX5812.Superseded values are not recommended for survey control.
 LX5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5812.See file dsdata.txt to determine how the superseded data were derived.
 LX5812
 LX5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2191281817(NAD 83)
 LX5812
 LX5812  HISTORY     - Date     Condition        Report By
 LX5812  HISTORY     - 1934     MONUMENTED       CGS
 LX5812  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5812
 LX5812                          STATION DESCRIPTION
 LX5812
 LX5812'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5812'THIS TOWER IS PART OF THE WATER SUPPLY SYSTEM ON THE R.D. ELY
 LX5812'ESTATE ON LORDS HILL.  IT IS NOT ON THE HIGHEST PART OF THE HILL
 LX5812'BUT IS ABOUT 170 METERS SOUTHWESTERLY.  THE TOP OF THE HILL IS
 LX5812'OCCUPIED BY A SMALL HEXAGONAL SUMMER HOUSE.
 LX5812'
 LX5812'THE WATER TANK IS ENCLOSED IN A SQUARE STONE MASONRY STRUCTURE,
 LX5812'ABOUT 12 FEET ON A SIDE AND APPROXIMATELY 30 FEET HIGH.  THE WALLS
 LX5812'HAVE BEEN CARRIED UP AT THE CORNERS TO FORM FOUR SMALL PROJECTIONS
 LX5812'ABOUT TWO FEET HIGH.  TWO OPENINGS HAVE BEEN LEFT IN EACH SIDE
 LX5812'ABOUT 15 FEET ABOVE THE GROUND.
 LX5812'
 LX5812'CENTER IS THE CENTER LINE OF THE TOWER.
 LX5812'
 LX5812'THE TOWER IS OF LIMITED USE AS A LANDMARK BECAUSE IT BLENDS
 LX5812'NATURALLY WITH THE SURROUNDING TREES.
 LX5812
 LX5812                          STATION RECOVERY (1961)
 LX5812
 LX5812'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5812'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5812'BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3405 ***********************************************************************
 LW3405  DESIGNATION -  LORDS POINT
 LW3405  PID         -  LW3405
 LW3405  STATE/COUNTY-  CT/NEW LONDON
 LW3405  USGS QUAD   -  MYSTIC (1984)
 LW3405
 LW3405                         *CURRENT SURVEY CONTROL
 LW3405  ___________________________________________________________________
 LW3405* NAD 83(1996)-  41 19 58.47564(N)    071 55 47.01880(W)     ADJUSTED  
 LW3405* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW3405  ___________________________________________________________________
 LW3405  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 LW3405  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3405
 LW3405  HORZ ORDER  -  THIRD
 LW3405
 LW3405.The horizontal coordinates were established by classical geodetic methods
 LW3405.and adjusted by the National Geodetic Survey in August 1998..
 LW3405
 LW3405.The orthometric height was scaled from a topographic map.
 LW3405
 LW3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3405
 LW3405.The geoid height was determined by GEOID03.
 LW3405
 LW3405;                    North         East     Units Scale Factor Converg.
 LW3405;SPC CT       -   208,207.884   373,464.207   MT  0.99998925   +0 32 38.0
 LW3405;SPC CT       -   683,095.37  1,225,273.82   sFT  0.99998925   +0 32 38.0
 LW3405;SPC RI       -    27,806.378    64,027.512   MT  1.00000967   -0 17 01.7
 LW3405;SPC RI       -    91,228.09    210,063.60   sFT  1.00000967   -0 17 01.7
 LW3405;SPC NY L     -   131,559.893   473,292.531   MT  1.00003036   +1 21 14.9
 LW3405;SPC NY L     -   431,626.08  1,552,793.91   sFT  1.00003036   +1 21 14.9
 LW3405;UTM  19      - 4,579,855.848   254,835.531   MT  1.00033977   -1 56 09.1
 LW3405;UTM  18      - 4,580,262.971   756,926.938   MT  1.00041247   +2 01 43.7
 LW3405
 LW3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3405!SPC CT       -   1.00000470  x   0.99998925  =   0.99999395
 LW3405!SPC RI       -   1.00000470  x   1.00000967  =   1.00001437
 LW3405!SPC NY L     -   1.00000470  x   1.00003036  =   1.00003506
 LW3405!UTM  19      -   1.00000470  x   1.00033977  =   1.00034447
 LW3405!UTM  18      -   1.00000470  x   1.00041247  =   1.00041717
 LW3405
 LW3405|---------------------------------------------------------------------|
 LW3405| PID    Reference Object                     Distance      Geod. Az  |
 LW3405|                                                           dddmmss.s |
 LW3405| CB7860 LORDS POINT 2 RM 3                   16.383 METERS 01652     |
 LW3405| CB7861 LORDS POINT 2 RM 4                   14.862 METERS 09006     |
 LW3405| CB7858 LORDS POINT RM 1                     12.580 METERS 09539     |
 LW3405| LW3418 STONINGTON OUTER BREAKWATER LT      APPROX. 2.6 KM 1351155.1 |
 LW3405| LW3407 LATIMER REEF LIGHTHOUSE             APPROX. 3.2 KM 1852644.1 |
 LW3405| LW3456 LORDS POINT 2                        10.140 METERS 34003     |
 LW3405| CB7859 LORDS POINT RM 2                     32.949 METERS 34704     |
 LW3405|---------------------------------------------------------------------|
 LW3405
 LW3405                          SUPERSEDED SURVEY CONTROL
 LW3405
 LW3405  NAD 83(1992)-  41 19 58.47434(N)    071 55 47.01795(W) AD(       ) 3
 LW3405  NAD 83(1986)-  41 19 58.47454(N)    071 55 47.02171(W) AD(       ) 3
 LW3405  NAD 27      -  41 19 58.12100(N)    071 55 48.77500(W) AD(       ) 3
 LW3405
 LW3405.Superseded values are not recommended for survey control.
 LW3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3405.See file dsdata.txt to determine how the superseded data were derived.
 LW3405
 LW3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5483679856(NAD 83)
 LW3405_MARKER: DS = TRIANGULATION STATION DISK
 LW3405_SETTING: 66 = SET IN ROCK OUTCROP
 LW3405_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3405+STABILITY: POSITION/ELEVATION WELL
 LW3405
 LW3405  HISTORY     - Date     Condition        Report By
 LW3405  HISTORY     - 1934     MONUMENTED       CGS
 LW3405  HISTORY     - 1954     GOOD             CGS
 LW3405  HISTORY     - 1973     GOOD             NGS
 LW3405  HISTORY     - 20020206 GOOD             USPSQD
 LW3405
 LW3405                          STATION DESCRIPTION
 LW3405
 LW3405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3405'THE STATION IS LOCATED ON THE SOUTHERN END OF THE LORDS POINT,
 LW3405'WHICH IS, THE SECOND POINT E OF QUAMBAUG COVE.  THE STATION IS
 LW3405'A STANDARD DISC SET IN A DRILL HOLE IN A LEDGE AT HIGH WATER LINE
 LW3405'JUST S OF A SEA WALL AT THE W SIDE OF THE POINT.
 LW3405'
 LW3405'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3405'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LW3405'NO.1 AND NO.2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS
 LW3405'DESCRIBED IN NOTE 12C.
 LW3405'
 LW3405'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3405'HOLES IN LEDGE NORTHWESTERLY AND NORTHEASTERLY OF THE STATION
 LW3405'RESPECTIVELY.
 LW3405'
 LW3405'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3405
 LW3405                          STATION RECOVERY (1954)
 LW3405
 LW3405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3405'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ORIGINAL
 LW3405'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTION--
 LW3405'
 LW3405'ALL THREE DISKS ARE COVERED AT HIGH WATER.
 LW3405
 LW3405                          STATION RECOVERY (1973)
 LW3405
 LW3405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LW3405'STATION MARK AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1
 LW3405'HAS BEEN COVERED BY A NEW CONCRETE BULKHEAD.  STATION MARK WILL
 LW3405'EVENTUALLY BE COVERED, OR MADE UNUSABLE, BY FORTHCOMING BULKHEAD
 LW3405'CONSTRUCTION, SO A NEW STATION, LORDS POINT 2, WAS ESTABLISHED
 LW3405'NEARBY.
 LW3405'
 LW3405'FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR LORDS POINT 2.
 LW3405'
 LW3405'THE OLD STATION MARK WAS LEFT IN PLACE AFTER WORK WAS COMPLETED.
 LW3405'
 LW3405'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3405'1 MILE WEST OF STONINGTON.
 LW3405
 LW3405                          STATION RECOVERY (2002)
 LW3405
 LW3405'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3456 ***********************************************************************
 LW3456  DESIGNATION -  LORDS POINT 2
 LW3456  PID         -  LW3456
 LW3456  STATE/COUNTY-  CT/NEW LONDON
 LW3456  USGS QUAD   -  MYSTIC (1984)
 LW3456
 LW3456                         *CURRENT SURVEY CONTROL
 LW3456  ___________________________________________________________________
 LW3456* NAD 83(1996)-  41 19 58.78460(N)    071 55 47.16760(W)     ADJUSTED  
 LW3456* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LW3456  ___________________________________________________________________
 LW3456  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 LW3456  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3456
 LW3456  HORZ ORDER  -  THIRD
 LW3456
 LW3456.The horizontal coordinates were established by classical geodetic methods
 LW3456.and adjusted by the National Geodetic Survey in August 1998..
 LW3456.No horizontal observational check was made to the station.
 LW3456
 LW3456.The orthometric height was scaled from a topographic map.
 LW3456
 LW3456.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3456
 LW3456.The geoid height was determined by GEOID03.
 LW3456
 LW3456;                    North         East     Units Scale Factor Converg.
 LW3456;SPC CT       -   208,217.382   373,460.657   MT  0.99998924   +0 32 37.9
 LW3456;SPC CT       -   683,126.53  1,225,262.17   sFT  0.99998924   +0 32 37.9
 LW3456;UTM  19      - 4,579,865.494   254,832.393   MT  1.00033979   -1 56 09.2
 LW3456;UTM  18      - 4,580,272.378   756,923.141   MT  1.00041245   +2 01 43.7
 LW3456
 LW3456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3456!SPC CT       -   1.00000470  x   0.99998924  =   0.99999394
 LW3456!UTM  19      -   1.00000470  x   1.00033979  =   1.00034449
 LW3456!UTM  18      -   1.00000470  x   1.00041245  =   1.00041715
 LW3456
 LW3456|---------------------------------------------------------------------|
 LW3456| PID    Reference Object                     Distance      Geod. Az  |
 LW3456|                                                           dddmmss.s |
 LW3456| CB7860 LORDS POINT 2 RM 3                   10.257 METERS 05312     |
 LW3456| CB7861 LORDS POINT 2 RM 4                   20.675 METERS 11733     |
 LW3456| LW3418 STONINGTON OUTER BREAKWATER LT      APPROX. 2.6 KM 1351735.2 |
 LW3456| LW3405 LORDS POINT                          10.140 METERS 16003     |
 LW3456| LW3407 LATIMER REEF LIGHTHOUSE             APPROX. 3.2 KM 1852201.8 |
 LW3456| CB7859 LORDS POINT RM 2                     22.919 METERS 35010     |
 LW3456|---------------------------------------------------------------------|
 LW3456
 LW3456                          SUPERSEDED SURVEY CONTROL
 LW3456
 LW3456  NAD 83(1992)-  41 19 58.78331(N)    071 55 47.16675(W) AD(       ) 3
 LW3456  NAD 83(1986)-  41 19 58.78350(N)    071 55 47.17051(W) AD(       ) 3
 LW3456  NAD 27      -  41 19 58.42994(N)    071 55 48.92389(W) AD(       ) 3
 LW3456
 LW3456.Superseded values are not recommended for survey control.
 LW3456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3456.See file dsdata.txt to determine how the superseded data were derived.
 LW3456
 LW3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5483279865(NAD 83)
 LW3456_MARKER: DS = TRIANGULATION STATION DISK
 LW3456_SETTING: 0 = UNSPECIFIED SETTING
 LW3456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3456+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 LW3456
 LW3456  HISTORY     - Date     Condition        Report By
 LW3456  HISTORY     - 1973     MONUMENTED       NGS
 LW3456  HISTORY     - 1990     GOOD             USPSQD
 LW3456  HISTORY     - 20020206 GOOD             USPSQD
 LW3456  HISTORY     - 20050512 GOOD             NRCS
 LW3456
 LW3456                          STATION DESCRIPTION
 LW3456
 LW3456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LW3456'STATION IS LOCATED ON THE SOUTHERNMOST POINT OF LORDS POINT, ABOUT
 LW3456'1 MILE WEST OF STONINGTON, ON THE SOUTHWEST CORNER OF A LARGE,
 LW3456'CONCRETE DECK AT CHASES REEF, A BEACH HOME OWNED BY MR. S. CHASE.
 LW3456'
 LW3456'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 1A AT
 LW3456'THE SHELL SERVICE STATION JUST NORTH OF STONINGTON, GO WEST ON
 LW3456'U.S. HIGHWAY 1 FOR 0.95 MILE.  TAKE LEFT FORK AT SIGN OLD
 LW3456'STONINGTON RD AND GO 0.25 MILE TO SIGN ON LEFT LORDS POINT.  TURN
 LW3456'LEFT AND GO 0.3 MILE.  TAKE LEFT FORK, BOULDER AVE., AND GO 0.3
 LW3456'MILE TO CHASES REEF AND STATION ON LORDS POINT.
 LW3456'
 LW3456'STATION MARK IS A STANDARD DISK STAMPED LORDS POINT 2 1973,
 LW3456'CEMENTED IN A DRILL HOLE IN CONCRETE DECK, 4.4 FEET NORTHEAST OF
 LW3456'SOUTHWEST CORNER OF DECK, 28.5 FEET SOUTHWEST OF SOUTHWEST CORNER
 LW3456'OF THE MAIN HOUSE, 37 YARDS SOUTH OF WIRE MESH FENCE AND ENTRANCE
 LW3456'GATE, 3.2 FEET EAST OF WEST EDGE OF DECK, AND ABOUT 6 FEET ABOVE
 LW3456'HIGH WATER.
 LW3456'
 LW3456'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LORDS POINT
 LW3456'NO 2 1934, CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE, 27.3 FEET
 LW3456'WEST OF EDGE OF CONCRETE SEAWALL AND 8.6 FEET SOUTH OF EDGE OF A
 LW3456'WOODEN RAMP.
 LW3456'
 LW3456'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED LORDS
 LW3456'POINT 2 NO 3 1973, CEMENTED IN A DRILL HOLE IN THE CONCRETE DECK,
 LW3456'3 FEET WEST OF WEST EDGE OF MAIN HOUSE, OPPOSITE CENTER OF THE
 LW3456'HOUSE, AND 2.3 FEET SOUTH OF BREAK WHERE CONCRETE RAMP SLOPES DOWN
 LW3456'FROM DECK.
 LW3456'
 LW3456'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED LORDS
 LW3456'POINT 2 NO 4 1973, CEMENTED IN A DRILL HOLE IN THE WEST END OF A
 LW3456'CONCRETE BULKHEAD THAT SUPPORTS A CHAIN LINK FENCE.  IT IS 36.0
 LW3456'FEET SOUTHEAST OF SOUTHEAST CORNER OF MAIN HOUSE AND 2 FEET HIGHER
 LW3456'THAN THE CONCRETE DECK.
 LW3456'
 LW3456'LORDS POINT 1934 IS A STANDARD DISK STAMPED LORDS POINT 1934,
 LW3456'CEMENTED IN A DRILL HOLE IN SOLID BEDROCK AT ABOUT HIGH WATER LINE,
 LW3456'43.8 FEET SOUTH OF SOUTHEAST CORNER OF MAIN HOUSE, AND 15.5 FEET
 LW3456'SOUTH-SOUTHWEST OF THE PRESENT BULKHEAD.
 LW3456'
 LW3456'DISTANCE FROM RM 2 TO RM 3 = 20.420 METERS, 67.000 FEET.
 LW3456
 LW3456                          STATION RECOVERY (1990)
 LW3456
 LW3456'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3456'RECOVERED IN GOOD CONDITION.
 LW3456
 LW3456                          STATION RECOVERY (2002)
 LW3456
 LW3456'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3456'RECOVERED IN GOOD CONDITION.
 LW3456
 LW3456                          STATION RECOVERY (2005)
 LW3456
 LW3456'RECOVERY NOTE BY NATL RESOUR CONSERV 2005
 LW3456'LOCATED AT THE HOUSE TO THE FURTHEST SW ON LORDS POINT, AT THE CORNER
 LW3456'OF BOULDER AVE AND SKIPPER ST, THE STATION IS SET IN CONCRETE TERRACE
 LW3456'TO THE WEST OF THE HOUSE A FEW FEET NORTH OF A FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7600 ***********************************************************************
 LX7600  DESIGNATION -  LORDSHIP COMMUNITY CH SPIRE
 LX7600  PID         -  LX7600
 LX7600  STATE/COUNTY-  CT/FAIRFIELD
 LX7600  USGS QUAD   -  MILFORD (1984)
 LX7600
 LX7600                         *CURRENT SURVEY CONTROL
 LX7600  ___________________________________________________________________
 LX7600* NAD 83(1996)-  41 09 18.22561(N)    073 07 24.36412(W)     ADJUSTED  
 LX7600* NAVD 88     -                                                        
 LX7600  ___________________________________________________________________
 LX7600  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LX7600  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX7600
 LX7600  HORZ ORDER  -  THIRD
 LX7600
 LX7600.The horizontal coordinates were established by classical geodetic methods
 LX7600.and adjusted by the National Geodetic Survey in August 1998..
 LX7600
 LX7600
 LX7600.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7600
 LX7600.The geoid height was determined by GEOID03.
 LX7600
 LX7600;                    North         East     Units Scale Factor Converg.
 LX7600;SPC CT       -   188,198.317   273,455.326   MT  1.00000484   -0 14 51.4
 LX7600;SPC CT       -   617,447.31    897,161.35   sFT  1.00000484   -0 14 51.4
 LX7600;UTM  18      - 4,557,667.962   657,455.405   MT  0.99990513   +1 14 06.8
 LX7600
 LX7600                          SUPERSEDED SURVEY CONTROL
 LX7600
 LX7600  NAD 83(1992)-  41 09 18.22461(N)    073 07 24.36353(W) AD(       ) 4
 LX7600  NAD 83(1986)-  41 09 18.22861(N)    073 07 24.36843(W) AD(       ) 4
 LX7600  NAD 83(1986)-  41 09 18.22920(N)    073 07 24.36719(W) AD(       ) 4
 LX7600
 LX7600.Superseded values are not recommended for survey control.
 LX7600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7600.See file dsdata.txt to determine how the superseded data were derived.
 LX7600
 LX7600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5745557668(NAD 83)
 LX7600_MARKER: 89 = SPIRE
 LX7600
 LX7600  HISTORY     - Date     Condition        Report By
 LX7600  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7600
 LX7600                          STATION DESCRIPTION
 LX7600
 LX7600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7600'THE STATION, LORDSHIP COMMUNITY CHURCH OF CHRIST
 LX7600'SPIRE, IS THE BALL AT THE BASE OF THE VANE ATOP
 LX7600'THE WHITE SPIRE.  THE SPIRE IS ABOUT 38 METERS
 LX7600'(125 FT) IN HEIGHT.
 LX7600'
 LX7600'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) WEST OF
 LX7600'STRATFORD POINT, 0.8 KM (0.5 MI) SOUTH OF THE
 LX7600'BRIDGEPORT MUNICIPAL AIRPORT, IN THE LORDSHIP
 LX7600'COMMUNITY, IN THE VEE OF THE ANGLE FORMED BY THE
 LX7600'JUNCTION OF CROWN STREET AND STATE HIGHWAY 113
 LX7600'(PROSPECT DRIVE).
 LX7600'OWNERSHIP--CHURCH OF CHRIST, BRIDGEPORT CT 06601.
 LX7600'
 LX7600'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4929 ***********************************************************************
 LX4929  DESIGNATION -  LOUIS
 LX4929  PID         -  LX4929
 LX4929  STATE/COUNTY-  CT/HARTFORD
 LX4929  USGS QUAD   -  MARLBOROUGH (1984)
 LX4929
 LX4929                         *CURRENT SURVEY CONTROL
 LX4929  ___________________________________________________________________
 LX4929* NAD 83(1996)-  41 42 20.79771(N)    072 28 20.90108(W)     ADJUSTED  
 LX4929* NAVD 88     -       260.93   (+/-2cm)     856.1    (feet)  VERTCON   
 LX4929  ___________________________________________________________________
 LX4929  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LX4929  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX4929
 LX4929  HORZ ORDER  -  FIRST
 LX4929  VERT ORDER  -  THIRD ? (See Below)
 LX4929
 LX4929.The horizontal coordinates were established by classical geodetic methods
 LX4929.and adjusted by the National Geodetic Survey in August 1998..
 LX4929
 LX4929.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4929.The vertical order pertains to the NGVD 29 superseded value.
 LX4929
 LX4929.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4929
 LX4929.The geoid height was determined by GEOID03.
 LX4929
 LX4929;                    North         East     Units Scale Factor Converg.
 LX4929;SPC CT       -   249,330.563   327,899.263   MT  0.99998764   +0 11 02.5
 LX4929;SPC CT       -   818,012.02  1,075,782.83   sFT  0.99998764   +0 11 02.5
 LX4929;UTM  18      - 4,620,196.860   710,293.250   MT  1.00014423   +1 40 55.9
 LX4929
 LX4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4929!SPC CT       -   0.99996371  x   0.99998764  =   0.99995135
 LX4929!UTM  18      -   0.99996371  x   1.00014423  =   1.00010793
 LX4929
 LX4929|---------------------------------------------------------------------|
 LX4929| PID    Reference Object                     Distance      Geod. Az  |
 LX4929|                                                           dddmmss.s |
 LX4929| CZ6715 LOUIS RM 4                           29.587 METERS 00036     |
 LX4929| LX4954 GILEAD                              APPROX. 5.8 KM 1191410.3 |
 LX4929| CZ6711 LOUIS AZ MK                                        1542422.7 |
 LX4929| LX4949 LOUIS RM 5                          318.430 METERS 16508     |
 LX4929| LX4950 LOUIS RM 5 TPT                      311.695 METERS 16508     |
 LX4929| CZ6714 LOUIS RM 3                            5.425 METERS 21530     |
 LX4929| CZ6712 LOUIS RM 1                           39.901 METERS 28556     |
 LX4929| CZ6713 LOUIS RM 2                           49.771 METERS 29408     |
 LX4929| LX4938 GLASTONBURY MICROWAVE TOWER         417.782 METERS 3525637.4 |
 LX4929|---------------------------------------------------------------------|
 LX4929
 LX4929                          SUPERSEDED SURVEY CONTROL
 LX4929
 LX4929  NAD 83(1996)-  41 42 20.79722(N)    072 28 20.90109(W) AD(       ) 1
 LX4929  NAD 83(1992)-  41 42 20.79729(N)    072 28 20.90111(W) AD(       ) 1
 LX4929  NAD 83(1992)-  41 42 20.79870(N)    072 28 20.90257(W) AD(       ) 1
 LX4929  NAD 83(1986)-  41 42 20.79891(N)    072 28 20.90246(W) AD(       ) 1
 LX4929  NAD 27      -  41 42 20.44294(N)    072 28 22.59639(W) AD(       ) 1
 LX4929  NGVD 29 (07/19/86)  261.18   (m)          856.9    (f) LEVELING    3  
 LX4929
 LX4929.Superseded values are not recommended for survey control.
 LX4929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4929.See file dsdata.txt to determine how the superseded data were derived.
 LX4929
 LX4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1029320197(NAD 83)
 LX4929_MARKER: Z = SEE DESCRIPTION
 LX4929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4929
 LX4929  HISTORY     - Date     Condition        Report By
 LX4929  HISTORY     - 1940     MONUMENTED       CTGS
 LX4929  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX4929  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4929  HISTORY     - 1985     GOOD             USPSQD
 LX4929
 LX4929                          STATION DESCRIPTION
 LX4929
 LX4929'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LX4929'STATION IS A BRONZE DISK, STAMPED LOUIS 1940, SET IN A
 LX4929'CONCRETE POST, THE TOP BEING 16 INCHES BELOW THE GROUND LEVEL.  IT
 LX4929'IS SITUATED IN AN OPEN FIELD ON A HIGH HILL IN THE TOWN OF
 LX4929'GLASTONBURY 1 MILE W OF THE HEBRON TOWN LINE AND ABOUT 3/4 MILE
 LX4929'NNE OF DIAMOND LAKE.  IT IS ABOUT 40 FEET N OF CENTER LINE OF TAR
 LX4929'ROAD (GILEAD-GLASTONBURY ROAD), 115 FEET ENE OF POLE SNET NO.
 LX4929'324, AND 280 FEET ENE OF A 2 1/2-STORY WHITE FRAME HOUSE.
 LX4929'
 LX4929'REFERENCE MARK NO. 1 IS A BRONZE STATE TRAVERSE DISK, STAMPED
 LX4929'LOUIS, SET IN A DRILL HOLE IN E END OF OUTCROPPING BOULDER 3
 LX4929'FEET BY 1-1/2 FEET BY 3 INCHES HIGH, 22 FEET S OF CENTER LINE OF
 LX4929'ROAD.  IT IS 130.92 FEET SW OF STATION.
 LX4929'
 LX4929'REFERENCE MARK NO.2 IS A BRONZE REFERENCE MARK DISK, STAMPED
 LX4929'LOUIS 1940, SET IN A DRILL HOLE IN LARGE BOULDER 5 FEET BY 4
 LX4929'FEET BY 3 FEET HIGH, 16 FEET S OF CENTER LINE OF ROAD.  IT IS
 LX4929'163.52 FEET WSW OF STATION.
 LX4929'
 LX4929'REFERENCE MARK NO.3 IS A BRONZE STATE TRAVERSE DISK, STAMPED
 LX4929'LOUIS, SET IN A DRILL HOLE IN OUTCROPPING BOULDER 3 FEET BY 2
 LX4929'FEET BY 1 FOOT HIGH, 22 FEET N OF CENTER LINE OR ROAD.  IT IS
 LX4929'17.8 FEET S OF STATION.
 LX4929'
 LX4929'AZIMUTH MARK IS A BRONZE DISK, STAMPED LOUIS 1940, CEMENTED
 LX4929'IN A DRILL HOLE OF SMALL OUTCROPPING ROCK 1 FOOT IN DIAMETER 36
 LX4929'FEET S OF CENTER LINE OF GILEAD-GLASTONBURY ROAD AND 41 FEET E OF S
 LX4929'END OF CONCRETE ISLAND AT REVERSED Y.  ABOUT 600 FEET E OF
 LX4929'STATION.
 LX4929'
 LX4929'TO REACH FROM THE INTERSECTION OF ROUTES 6A AND 2 IN THE
 LX4929'CENTER OF MARLBOROUGH, GO NNW ON TAR ROAD (ROAD BETWEEN ROUTES
 LX4929'6A AND 2 JUST S OF GULF GAS STATION) 2.65 MILES TO
 LX4929'CROSSROADS.  CONTINUE STRAIGHT NNW 0.6 MILE TO Y.  BEAR LEFT 1.6
 LX4929'MILES NW UPHILL TO CROSS ROAD.  CONTINUE STRAIGHT 0.4 MILE TO
 LX4929'REVERSED Y (GILEAD-GLASTONBURY ROAD), BEAR LEFT ABOUT 600 FEET
 LX4929'TO STATION.
 LX4929
 LX4929                          STATION RECOVERY (1971)
 LX4929
 LX4929'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (EJS)
 LX4929'LOUIS THE STATION AND THE RMS WERE RECOVERED IN GOOD CONDITION
 LX4929'
 LX4929'THE STATION MAY BE REACHED FROM GLASTONBURY AT THE INTERSECTION
 LX4929'OF ROUTE 94 (HEBRON AVENUE) AND ROUTE NUMBER 83 (MANCHESTER ROAD) BY
 LX4929'GOING 3.0 MILES EAST OF ROUTE 94 TO STATION LOUIS.  THE STATION IS
 LX4929'41 FEET EAST OF THE CENTER LINE OF ROUTE 94, AND 95 FEET SOUTH OF
 LX4929'SNET POLE 324S, AND 107 FEET SOUTHEAST OF SNET POLE 324.
 LX4929
 LX4929                          STATION RECOVERY (1978)
 LX4929
 LX4929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4929'THE STATION, REFERENCE MARK 1 AND 2 WERE RECOVERED IN
 LX4929'GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND TO DESTROYED.
 LX4929'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE
 LX4929'DISTANCE AND DIRECTION TO REFERENCE MARK 1 COMPARED
 LX4929'FAVORABLY WITH THE 1940 DATA, THE DISTANCE TO REFERENCE MARK
 LX4929'2 WAS SHORTER BY 0.23 FOOT AND THE DIRECTION WAS LARGER
 LX4929'BY 3 MINUTES AND 15.0 SECONDS.  REFERENCE MARKS 4 AND 5 WERE
 LX4929'ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION
 LX4929'FOLLOWS.
 LX4929'
 LX4929'THE STATION IS LOCATED ABOUT 6-3/4 MILES EAST OF GLASTONBURY,
 LX4929'5 MILES NORTH OF MARLBOROUGH, 1 MILE WEST OF THE HARTFORD,
 LX4929'TOLLAND COUNTY LINE AND ON PROPERTY OWNED BY
 LX4929'MRS. CAROL PERSON WHOSE ADDRESS IS 3387 HEBRON AVENUE,
 LX4929'GLASTONBURY, CONNECTICUT, 06033.
 LX4929'
 LX4929'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX4929'94 JUST EAST OF GLASTONBURY, GO EASTERLY FOLLOWING STATE
 LX4929'HIGHWAY 94 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 83
 LX4929'(MANCHESTER ROAD).  CONTINUE STRAIGHT AHEAD EAST AND SOUTHEAST
 LX4929'ON HIGHWAY 94 FOR 2.8 MILES TO A SIDE ROAD LEFT (BIRCH
 LX4929'MOUNTAIN ROAD).  CONTINUE AHEAD SOUTHEASTERLY ON HIGHWAY 94
 LX4929'FOR 0.1 MILE TO THE STATION ON THE LEFT. TO REACH
 LX4929'REFERENCE MARK 5 FROM HERE CONTINUE
 LX4929'SOUTHEASTERLY ON HIGHWAY 94 FOR 0.1 MILE TO A SIDE ROAD RIGHT
 LX4929'(MARLBOROUGH ROAD).  TURN RIGHT ON MARLBOROUGH ROAD AND GO
 LX4929'SOUTH FOR 0.1 MILE TO THE MARK ON THE LEFT BY UTILITY POLE
 LX4929'NUMBER 3765 AS DESCRIBED.
 LX4929'
 LX4929'THE STATION, STAMPED---LOUIS 1940---, IS A STANDARD
 LX4929'TRIANGULATION STATION MARK DISK SET IN THE TOP OF A 12-INCH
 LX4929'SQUARE CONCRETE POST WHICH IS 12 INCHES BELOW THE GROUND
 LX4929'SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT
 LX4929'IS 76 FEET NORTHWEST OF THE CENTER OF FERN STREET, 39.5 FEET
 LX4929'NORTHEAST OF THE CENTER OF STATE HIGHWAY 95 AND 13 FEET SOUTH
 LX4929'OF A 10-INCH OAK TREE.  IT WAS NOT NOTED IN THE ORIGINAL
 LX4929'1940 DESCRIPTION IF AN UNDERGROUND MARK WAS SET.
 LX4929'
 LX4929'REFERENCE MARK 1, STAMPED---STATION NO RM 1 LOUIS 1940---, IS
 LX4929'A BRONZE STATE TRAVERSE DISK CEMENTED IN A DRILL HOLE
 LX4929'IN THE CENTER OF A 3 FOOT BY 2 FOOT GRANITE BOULDER WHICH
 LX4929'IN A ROCK OUTCROP WHICH IS 3 FOOT BY 2 FOOT AND PROJECTS
 LX4929'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 25.5 FEET
 LX4929'WEST-SOUTHWEST OF THE CENTER OF STATE HIGHWAY 94 AND 25.0
 LX4929'FEET NORTH-NORTHWEST OF UTILITY POLE NUMBER 324.
 LX4929'
 LX4929'REFERENCE MARK 2, STAMPED---LOUIS 1940 NO 2---, IS A BRONZE
 LX4929'STATE REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 LX4929'5 FOOT BY 4 FOOT BY 3 FOOT HIGH BOULDER.  IT IS 93 FEET
 LX4929'SOUTHEAST OF UTILITY POLE NUMBER 323, 63 FEET NORTH-NORTHWEST
 LX4929'OF UTILITY POLE NUMBER 324 AND 17 FEET SOUTHWEST OF THE CENTER
 LX4929'OF STATE HIGHWAY 94
 LX4929'
 LX4929'REFERENCE MARK 4, STAMPED---LOUIS 1940 NO 4 1978---, IS A
 LX4929'STANDARD DISK SET IN THE TOP OF A 12-INCH
 LX4929'CYLINDRICAL CONCRETE MONUMENT
 LX4929'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 LX4929'107.5 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 94, 21.5
 LX4929'FEET NORTHWEST OF A 10-INCH OAK TREE, 15 FEET EAST-SOUTHEAST
 LX4929'OF A 10-INCH OAK TREE AND 2 FEET SOUTH-SOUTHWEST OF A METAL
 LX4929'WITNESS POST.
 LX4929'
 LX4929'REFERENCE MARKS 5, STAMPED---LOUIS 1940 NO 5 1978---, ARE
 LX4929'STANDARD DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A
 LX4929'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 LX4929'ABOVE THE GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO
 LX4929'THE MONUMENT.  IT IS 19 FEET EAST OF THE CENTER OF MARLBOROUGH
 LX4929'ROAD, 4.5 FEET NORTH OF UTILITY POLE NUMBER 3765,
 LX4929'4.5 FEET WEST OF A STONE FENCE AND 1.8 FEET NORTH OF A
 LX4929'METAL WITNESS POST.
 LX4929'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 LX4929'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 LX4929'
 LX4929'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 38.6 METERS.
 LX4929'
 LX4929'DESCRIBED BY RONALD L. RAMSEY.
 LX4929
 LX4929                          STATION RECOVERY (1985)
 LX4929
 LX4929'RECOVERY NOTE BY US POWER SQUADRON 1985 (CH)
 LX4929'LOUIS 1940 FOUND GOOD ALL EXCEPT REF NO 1 WHICH IS FAIR WITH MARKS
 LX4929'BY FARM EQUIPMENT.
 LX4929'
 LX4929'STATION LOUIS HAS BEEN RECOVERED AS DESCRIBED.
 LX4929'
 LX4929'RM NO 1 AND RM NO 2 RECOVERED AS DESCRIBED.
 LX4929'
 LX4929'RM NO 3 HAS HAD THE BRONZE MARKER REMOVED BUT THE DRILL HOLE IS IN
 LX4929'GOOD CONDITION.
 LX4929'
 LX4929'WITNESS POST HAS BEEN INSTALLED ABOUT 2 FEET EAST OF STATION
 LX4929'LOUIS.
 LX4929'
 LX4929'AZIMUTH MARK HAD NOT BEEN LOCATED AT THIS TIME, BUT POSSIBLY NEXT
 LX4929'TIME WHEN IN AREA IT CAN BE RECOVERED.
 LX4929'
 LX4929'LOUIS RM NO 4 FOUND GOOD.
 LX4929'
 LX4929'LOUIS RM NO 5 FOUND GOOD.
 LX4929'
 LX4929'LOUIS RM NO 4 HAS BEEN ADDED IN 1978 AND RECOVERED IN 1985.  THIS
 LX4929'MARK IS A STANDARD BRONZE MARK SET IN A CONCRETE POST, FLUSH WITH
 LX4929'THE GROUND ABOUT 90 FEET NORTH OF STATION, LOUIS.  A WITNESS POST
 LX4929'HAS BEEN PLACED APPROX. 2. FEET EAST OF MARK.
 LX4929'
 LX4929'LOUIS RM NO 5 HAS BEEN ADDED IN 1978 AND RECOVERED IN 1985.  THIS
 LX4929'MARK IS A STANDARD BRONZE DISK SET IN A CONCRETE POST FLUSH WITH THE
 LX4929'GROUND, ABOUT 0.2 MILES SOUTH OF STATION LOUIS.  IT IS ABOUT 22
 LX4929'FEET EAST OF THE CENTER OF THE MARLBOROUGH ROAD, THIS IS THE RIGHT
 LX4929'FORK GOING SOUTH ON THE GILEAD-GLASTONBURY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4949 ***********************************************************************
 LX4949  DESIGNATION -  LOUIS RM 5
 LX4949  PID         -  LX4949
 LX4949  STATE/COUNTY-  CT/HARTFORD
 LX4949  USGS QUAD   -  MARLBOROUGH (1984)
 LX4949
 LX4949                         *CURRENT SURVEY CONTROL
 LX4949  ___________________________________________________________________
 LX4949* NAD 83(1996)-  41 42 10.82185(N)    072 28 17.36824(W)     ADJUSTED  
 LX4949* NAVD 88     -       248.4    (meters)     815.     (feet)  VERTCON   
 LX4949  ___________________________________________________________________
 LX4949  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 LX4949  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX4949
 LX4949  HORZ ORDER  -  SECOND
 LX4949
 LX4949.The horizontal coordinates were established by classical geodetic methods
 LX4949.and adjusted by the National Geodetic Survey in August 1998..
 LX4949
 LX4949.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4949
 LX4949.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4949
 LX4949.The geoid height was determined by GEOID03.
 LX4949
 LX4949;                    North         East     Units Scale Factor Converg.
 LX4949;SPC CT       -   249,023.055   327,981.932   MT  0.99998750   +0 11 04.8
 LX4949;SPC CT       -   817,003.14  1,076,054.06   sFT  0.99998750   +0 11 04.8
 LX4949;UTM  18      - 4,619,891.571   710,383.945   MT  1.00014470   +1 40 57.9
 LX4949
 LX4949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4949!SPC CT       -   0.99996567  x   0.99998750  =   0.99995317
 LX4949!UTM  18      -   0.99996567  x   1.00014470  =   1.00011036
 LX4949
 LX4949                          SUPERSEDED SURVEY CONTROL
 LX4949
 LX4949  NAD 83(1996)-  41 42 10.82136(N)    072 28 17.36824(W) AD(       ) 2
 LX4949  NAD 83(1992)-  41 42 10.82136(N)    072 28 17.36825(W) AD(       ) 2
 LX4949  NAD 83(1992)-  41 42 10.82277(N)    072 28 17.36971(W) AD(       ) 2
 LX4949  NAD 83(1986)-  41 42 10.82302(N)    072 28 17.36963(W) AD(       ) 2
 LX4949  NAD 27      -  41 42 10.46698(N)    072 28 19.06330(W) AD(       ) 2
 LX4949  NGVD 29 (07/19/86)  248.7    (m)          816.     (f) VERT ANG       
 LX4949
 LX4949.Superseded values are not recommended for survey control.
 LX4949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4949.See file dsdata.txt to determine how the superseded data were derived.
 LX4949
 LX4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1038419892(NAD 83)
 LX4949_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4949+STABILITY: SURFACE MOTION
 LX4949
 LX4949  HISTORY     - Date     Condition        Report By
 LX4949  HISTORY     - 1978     MONUMENTED       NGS
 LX4949
 LX4949                          STATION DESCRIPTION
 LX4949
 LX4949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4949'THE STATION IS LOCATED ABOUT 6-3/4 MILES EAST OF GLASTONBURY,
 LX4949'5 MILES NORTH OF MARLBOROUGH, 3/4 MILE WEST OF THE HARTFORD,
 LX4949'TOLLAND COUNTY LINE AND ON STATE RIGHT-OF-WAY PROPERTY.
 LX4949'
 LX4949'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX4949'LOUIS CTGS 1940, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX4949'
 LX4949'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LX4949'94 JUST EAST OF GLASTONBURY, GO EASTERLY FOLLOWING STATE
 LX4949'HIGHWAY 94 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY 83
 LX4949'(MANCHESTER ROAD).  CONTINUE STRAIGHT AHEAD EAST AND SOUTHEAST
 LX4949'ON HIGHWAY 94 FOR 2.8 MILES TO A SIDE ROAD LEFT (BIRCH
 LX4949'MOUNTAIN ROAD).  CONTINUE AHEAD SOUTHEASTERLY ON HIGHWAY 94
 LX4949'FOR 0.1 MILE TO STATION LOUIS CTGS 1940 ON THE LEFT.  CONTINUE
 LX4949'SOUTHEASTERLY ON HIGHWAY 94 FOR 0.1 MILE TO A SIDE ROAD RIGHT
 LX4949'(MARLBOROUGH ROAD).  TURN RIGHT ON MARLBOROUGH ROAD AND GO
 LX4949'SOUTH FOR 0.1 MILE TO THE STATION ON THE LEFT BY UTILITY
 LX4949'POLE NUMBER 3765 AS DESCRIBED.
 LX4949'
 LX4949'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS
 LX4949'STAMPED---LOUIS 1940 NO 5 1978---.  THE SURFACE DISK IS SET IN
 LX4949'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX4949'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE AND HAS
 LX4949'A METAL ROD DRIVEN NEXT TO THE MONUMENT.
 LX4949'IT IS 19 FEET EAST OF THE CENTER OF
 LX4949'MARLBOROUGH ROAD, 4.5 FEET NORTH OF UTILITY POLE NUMBER 3765,
 LX4949'4.5 FEET WEST OF A STONE FENCE AND 1.8 FEET NORTH OF A
 LX4949'METAL WITNESS POST.
 LX4949'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 LX4949'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 LX4949'
 LX4949'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.7 METERS.
 LX4949'
 LX4949'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7255 ***********************************************************************
 LX7255  DESIGNATION -  LOUISE
 LX7255  PID         -  LX7255
 LX7255  STATE/COUNTY-  CT/HARTFORD
 LX7255  USGS QUAD   -  AVON (1984)
 LX7255
 LX7255                         *CURRENT SURVEY CONTROL
 LX7255  ___________________________________________________________________
 LX7255* NAD 83(1996)-  41 51 55.92752(N)    072 46 44.51859(W)     ADJUSTED  
 LX7255* NAVD 88     -       221.5    (meters)     727.     (feet)  VERTCON   
 LX7255  ___________________________________________________________________
 LX7255  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LX7255  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX7255
 LX7255  HORZ ORDER  -  FIRST
 LX7255
 LX7255.The horizontal coordinates were established by classical geodetic methods
 LX7255.and adjusted by the National Geodetic Survey in August 1998..
 LX7255
 LX7255.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7255
 LX7255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7255
 LX7255.The geoid height was determined by GEOID03.
 LX7255
 LX7255;                    North         East     Units Scale Factor Converg.
 LX7255;SPC CT       -   267,037.964   302,390.151   MT  0.99999989   -0 01 09.3
 LX7255;SPC CT       -   876,107.05    992,091.69   sFT  0.99999989   -0 01 09.3
 LX7255;UTM  18      - 4,637,231.853   684,327.060   MT  1.00001811   +1 28 57.6
 LX7255
 LX7255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7255!SPC CT       -   0.99996982  x   0.99999989  =   0.99996971
 LX7255!UTM  18      -   0.99996982  x   1.00001811  =   0.99998792
 LX7255
 LX7255:                Primary Azimuth Mark                     Grid Az
 LX7255:SPC CT       -  BLOOMFIELD CAMAN CORP TANK               095 21 16.1
 LX7255:UTM  18      -  BLOOMFIELD CAMAN CORP TANK               093 51 09.2
 LX7255
 LX7255|---------------------------------------------------------------------|
 LX7255| PID    Reference Object                     Distance      Geod. Az  |
 LX7255|                                                           dddmmss.s |
 LX7255| LX6695 BLOOMFIELD CAMAN CORP TANK          APPROX. 6.6 KM 0952006.8 |
 LX7255| LX6693 BLOOMFIELD ALLEN MFG TANK           APPROX. 6.9 KM 1005330.1 |
 LX7255| LX6692 BLOOMFIELD RAD STA WDRC TOWER       APPROX. 9.0 KM 1300251.1 |
 LX7255| CZ6716 LOUISE RM 1                          20.876 METERS 14154     |
 LX7255| LX7249 TALCOTT RESET                       APPROX. 6.2 KM 1951736.5 |
 LX7255| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX. 4.7 KM 2000746.9 |
 LX7255| CZ6717 LOUISE RM 2                          29.193 METERS 21652     |
 LX7255|---------------------------------------------------------------------|
 LX7255
 LX7255                          SUPERSEDED SURVEY CONTROL
 LX7255
 LX7255  NAD 83(1996)-  41 51 55.92727(N)    072 46 44.51868(W) AD(       ) 1
 LX7255  NAD 83(1992)-  41 51 55.92770(N)    072 46 44.51914(W) AD(       ) 1
 LX7255  NAD 83(1992)-  41 51 55.92855(N)    072 46 44.51987(W) AD(       ) 1
 LX7255  NAD 83(1986)-  41 51 55.92910(N)    072 46 44.52040(W) AD(       ) 1
 LX7255  NAD 27      -  41 51 55.57137(N)    072 46 46.17644(W) AD(       ) 1
 LX7255  NGVD 29 (07/19/86)  221.7    (m)          727.     (f) VERT ANG       
 LX7255
 LX7255.Superseded values are not recommended for survey control.
 LX7255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7255.See file dsdata.txt to determine how the superseded data were derived.
 LX7255
 LX7255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8432737232(NAD 83)
 LX7255_MARKER: DS = TRIANGULATION STATION DISK
 LX7255_SETTING: 66 = SET IN ROCK OUTCROP
 LX7255_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7255+STABILITY: POSITION/ELEVATION WELL
 LX7255
 LX7255  HISTORY     - Date     Condition        Report By
 LX7255  HISTORY     - 1979     MONUMENTED       NGS
 LX7255  HISTORY     - 1980     GOOD             NGS
 LX7255
 LX7255                          STATION DESCRIPTION
 LX7255
 LX7255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX7255'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF AVON,
 LX7255'3 MILES NORTHWEST OF BLOOMFIELD, 1-1/2 MILES EAST-SOUTHEAST
 LX7255'OF SIMSBURY AND IN PENWOOD STATE PARK.  THE PROPERTY IS
 LX7255'OWNED BY THE STATE OF CONNECTICUT.  PERMISSION WAS GRANTED
 LX7255'BY MR. ANTHONY CANTELE, REGIONAL MANAGER, P.O. BOX 16,
 LX7255'PLEASANT VALLEY, CONNECTICUT, 06063.  PHONE NUMBER 379-0771.
 LX7255'
 LX7255'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 44 AND
 LX7255'202 AND STATE HIGHWAY 10 IN AVON, GO NORTH ON STATE HIGHWAY 10
 LX7255'AND U.S. HIGHWAY 202 FOR 2.8 MILES TO THE JUNCTION OF STATE
 LX7255'HIGHWAY 185 ON THE RIGHT.  TURN RIGHT AND GO EAST ON STATE
 LX7255'HIGHWAY 185, AND THEN SOUTHEAST, FOR 1.7 MILES TO THE
 LX7255'ENTRANCE TO PENWOOD STATE PARK ON THE LEFT.  TURN LEFT AND
 LX7255'GO NORTH ON THE PAVED DRIVE FOR 0.05 MILE TO A FORK.  KEEP
 LX7255'RIGHT, AND GO NORTHEASTERLY ON THE PAVED DRIVE FOR 1.25 MILES
 LX7255'TO A PAVED ROAD ON THE RIGHT.  CONTINUE NORTHEASTERLY ON THE
 LX7255'PAVED DRIVE, UPHILL, FOR 0.4 MILE TO A LOCKED GATE ON THE
 LX7255'RIGHT.  TURN RIGHT, PASS THROUGH GATE, AND GO EASTERLY ON
 LX7255'THE PAVED DRIVE, UPHILL, FOR 0.2 MILE TO A FORK.  KEEP
 LX7255'RIGHT, AND GO UPHILL ON THE PAVED DRIVE FOR 0.05 MILE TO A
 LX7255'DIM WOODS ROAD ON THE RIGHT, JUST BEFORE REACHING A
 LX7255'LOG CABIN STRAIGHT AHEAD.  BEAR RIGHT, AND GO
 LX7255'NORTHEASTERLY ON THE WINDING WOODS ROAD, UPHILL, FOR 0.15
 LX7255'MILE TO SOME CONCRETE PIERS AND THE STATION ON THE RIGHT
 LX7255'AS DESCRIBED.  (A FOUR-WHEEL DRIVE VEHICLE WILL BE NEEDED
 LX7255'IN WET WEATHER.)
 LX7255'
 LX7255'THE STATION IS A STANDARD NGS DISK
 LX7255'STAMPED---LOUISE 1979---,
 LX7255'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7255'53 FEET NORTH FROM THE CENTER OF THE WOODS ROAD,
 LX7255'52.6 FEET NORTH-NORTHEAST FROM THE NORTHEAST CONCRETE PIER AND
 LX7255'24 FEET SOUTH FROM AN 18-INCH OAK TREE.
 LX7255'
 LX7255'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7255'STAMPED---LOUISE NO 1 1979---,
 LX7255'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7255'74 FEET SOUTHEAST FROM THE NORTHEAST CONCRETE PIER,
 LX7255'25.5 FEET WEST FROM A 14-INCH OAK TREE AND
 LX7255'14.8 FEET NORTHEAST FROM THE CENTER OF THE WOODS ROAD.
 LX7255'MARK IS BELOW STATION 2.1 METERS.
 LX7255'
 LX7255'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7255'STAMPED---LOUISE NO 2 1979---,
 LX7255'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7255'25 FEET SOUTH FROM THE SOUTHWEST CONCRETE PIER,
 LX7255'24 FEET SOUTHWEST FROM THE SOUTHEAST CONCRETE PIER AND
 LX7255'17 FEET NORTHEAST FROM A 10-INCH OAK TREE.
 LX7255'MARK IS ABOVE STATION 1.2 METERS.
 LX7255'
 LX7255'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.7 METERS.
 LX7255'
 LX7255'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX7255'
 LX7255'DESCRIBED BY G.M. RIVERS III, CHECKED BY T.C. HALL.
 LX7255
 LX7255                          STATION RECOVERY (1980)
 LX7255
 LX7255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7255'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX7255'CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2
 LX7255'AGREED WITH THE 1979 DATA.  THE DISTANCE TO REFERENCE
 LX7255'MARK 1 WAS FOUND 0.151 METER LONGER THAN THE 1979
 LX7255'DATA.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND 0.034
 LX7255'METER LONGER THAN THE 1979 DATA.  THE DISTANCE BETWEEN
 LX7255'REFERENCE MARKS 1 AND 2 WAS FOUND 0.56 FOOT LONGER.
 LX7255'
 LX7255'THE STATION IS LOCATED 7.2 KM (4-1/2 MI) NORTHEAST OF AVON, 4.8 KM
 LX7255'(3 MI) NORTHWEST OF BLOOMFIELD, 2.4 KM (1-1/2 MI) EAST-SOUTHEAST
 LX7255'OF SIMSBURY, AND IN PENWOOD STATE PARK.
 LX7255'OWNERSHIP--STATE OF CONNECTICUT, MR. ANTHONY CANTELE-REGIONAL
 LX7255'MANAGER, PO BOX 16, PLEASANT VALLEY, CT 06063,
 LX7255'PHONE 379-0771.
 LX7255'
 LX7255'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 44, 202
 LX7255'AND STATE HIGHWAY 10 IN AVON, GO NORTH ON HIGHWAY 10 FOR 4.5 KM
 LX7255'(2.8 MI) TO THE JUNCTION OF STATE HIGHWAY 185.  TURN RIGHT ON
 LX7255'HIGHWAY 185, EAST, AND GO 2.7 KM (1.7 MI) TO PENWOOD STATE PARK ON
 LX7255'THE LEFT.  TURN LEFT, NORTH ON PAVED DRIVE FOR 0.1 KM
 LX7255'(0.05 MI) TO A FORK, KEEP RIGHT FORK (ONE WAY) NORTHERLY FOR 2 KM
 LX7255'(1.25 MI) TO A PAVED ROAD RIGHT, CONTINUE NORTHERLY ON PAVED ROAD
 LX7255'FOR 0.6 KM (0.4 MI) TO A LOCKED GATE ON THE RIGHT, TURN RIGHT,
 LX7255'PASS THROUGH GATE, GO EASTERLY ON PAVED DRIVE FOR 0.3 KM (0.2 MI)
 LX7255'TO A FORK, KEEP RIGHT ON PAVED ROAD, UPHILL FOR 0.1 KM (0.05 MI)
 LX7255'TO A DIM WOODS ROAD ON THE RIGHT, JUST BEFORE REACHING A CABIN.
 LX7255'BEAR RIGHT ON WOODS ROAD, NORTHEASTERLY, AND GO FOR  0.2 KM
 LX7255'(0.15 MI) TO CONCRETE PIERS NEAR STATION.
 LX7255'
 LX7255'THE STATION IS A STANDARD NGS DISK
 LX7255'STAMPED---LOUISE 1979---,
 LX7255'CEMENTED IN A DRILLHOLE IN A ROCK OUTCROP.
 LX7255'IT IS LOCATED
 LX7255'17.2 METERS (56.4 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 LX7255'LARGE CONCRETE BLOCK IN THE CENTER OF THE PILLARS,
 LX7255'16.4 METERS (53.8 FT) NORTH-NORTHEAST FROM THE NORTHEAST ONE OF
 LX7255'FOUR CONCRETE PILLARS, AND
 LX7255'14.9 METERS (48.8 FT) NORTH FROM THE CENTER OF THE TRACK ROAD.
 LX7255'
 LX7255'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 LX7255'STAMPED---LOUISE NO 1 1979---,
 LX7255'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7255'23.0 METERS (75.4 FT) EAST FROM THE NORTHEAST ONE OF FOUR
 LX7255'CONCRETE PILLARS,
 LX7255'4.5 METERS (14.7 FT) NORTH FROM THE CENTER OF A TRACK ROAD, AND
 LX7255'1.2 METERS (4.0 FT) EAST-SOUTHEAST FROM THE CENTER OF A 2-FOOT
 LX7255'TRIANGLE SHAPED FLAT BOULDER.
 LX7255'MARK IS BELOW STATION 1.5 METERS.
 LX7255'
 LX7255'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 LX7255'STAMPED---LOUISE NO 2 1979---,
 LX7255'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7255'8.64 METERS (28.3 FT) SOUTH FROM THE SMALL CONCRETE WALL THAT IS
 LX7255'IN THE CENTER OF THE PILLARS,
 LX7255'8.1 METERS (26.6 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST ONE OF
 LX7255'FOUR CONCRETE PILLARS, AND
 LX7255'7.62 METERS (25.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST ONE OF
 LX7255'FOUR CONCRETE PILLARS.
 LX7255'MARK IS ABOVE STATION 1 METERS.
 LX7255'
 LX7255'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.6 METERS.
 LX7255'NO SUITABLE LOCATION FOR AN AZMUTH MARK.
 LX7255'
 LX7255'DESCRIBED BY K.R. WALLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4748 ***********************************************************************
 LX4748  DESIGNATION -  LOWER COAL DOCK LIGHT 20
 LX4748  PID         -  LX4748
 LX4748  STATE/COUNTY-  CT/NEW LONDON
 LX4748  USGS QUAD   -  NORWICH (1983)
 LX4748
 LX4748                         *CURRENT SURVEY CONTROL
 LX4748  ___________________________________________________________________
 LX4748* NAD 83(1996)-  41 30 41.64235(N)    072 04 40.18836(W)     ADJUSTED  
 LX4748* NAVD 88     -                                                        
 LX4748  ___________________________________________________________________
 LX4748  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LX4748  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX4748
 LX4748  HORZ ORDER  -  THIRD
 LX4748
 LX4748.The horizontal coordinates were established by classical geodetic methods
 LX4748.and adjusted by the National Geodetic Survey in August 1998..
 LX4748
 LX4748
 LX4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4748
 LX4748.The geoid height was determined by GEOID03.
 LX4748
 LX4748;                    North         East     Units Scale Factor Converg.
 LX4748;SPC CT       -   227,941.998   360,912.725   MT  0.99998321   +0 26 44.5
 LX4748;SPC CT       -   747,839.71  1,184,094.50   sFT  0.99998321   +0 26 44.5
 LX4748;UTM  18      - 4,599,671.878   743,862.019   MT  1.00033190   +1 56 15.7
 LX4748;UTM  19      - 4,600,123.140   243,146.272   MT  1.00041197   -2 02 27.6
 LX4748
 LX4748                          SUPERSEDED SURVEY CONTROL
 LX4748
 LX4748  NAD 83(1992)-  41 30 41.64137(N)    072 04 40.18771(W) AD(       ) 4
 LX4748  NAD 83(1986)-  41 30 41.64197(N)    072 04 40.19002(W) AD(       ) 4
 LX4748  NAD 27      -  41 30 41.28000(N)    072 04 41.91000(W) AD(       ) 3
 LX4748
 LX4748.Superseded values are not recommended for survey control.
 LX4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4748.See file dsdata.txt to determine how the superseded data were derived.
 LX4748
 LX4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4386299672(NAD 83)
 LX4748
 LX4748  HISTORY     - Date     Condition        Report By
 LX4748  HISTORY     - UNK      MONUMENTED
 LX4748  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4748
 LX4748                          STATION DESCRIPTION
 LX4748
 LX4748'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4748'THE STATION WAS RECOVERED IN DOUBTFUL CONDITION.  THERE IS NO
 LX4748'PREVIOUS DESCRIPTION.  THE C.G. LIST OF LIGHTS STATES THAT THIS
 LX4748'LIGHT WAS BUILT IN 1892.  UPON INSPECTION OF THE LIGHT, IT SEEMED
 LX4748'IMPOSSIBLE THAT THIS LIGHT COULD BE 70 YEARS OLD.  A CIVILIAN
 LX4748'EMPLOYEE OF THE COAST GUARD WHO HAS MAINTAINED LIGHTS IN THIS
 LX4748'AREA OVER THE PAST 30 YEARS STATED THAT THIS LIGHT WAS BUILT
 LX4748'AROUND 1941.  IT IS BELIEVED THAT THE ORIGINAL STATION IS
 LX4748'DESTROYED AND EXTREME CAUTION SHOULD BE EXERCISED IN THE USE OF
 LX4748'ITS POSITION.
 LX4748'
 LX4748'THE LIGHT IS LOCATED ON THE M.H.W.L. ON THE PROPERTY OF THE
 LX4748'THERMOS PLANT.  IT IS A LIGHT ON TOP OF A RED STEEL NUN SUPPORTED BY
 LX4748'THREE RED STEEL LEGS SET IN A CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3576 ***********************************************************************
 LW3576  DESIGNATION -  LYLE
 LW3576  PID         -  LW3576
 LW3576  STATE/COUNTY-  CT/NEW LONDON
 LW3576  USGS QUAD   -  VOLUNTOWN (1975)
 LW3576
 LW3576                         *CURRENT SURVEY CONTROL
 LW3576  ___________________________________________________________________
 LW3576* NAD 83(1996)-  41 31 01.59595(N)    071 50 23.64503(W)     ADJUSTED  
 LW3576* NAVD 88     -       128.2    (meters)     421.     (feet)  VERTCON   
 LW3576  ___________________________________________________________________
 LW3576  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 LW3576  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW3576
 LW3576  HORZ ORDER  -  FIRST
 LW3576
 LW3576.The horizontal coordinates were established by classical geodetic methods
 LW3576.and adjusted by the National Geodetic Survey in August 1998..
 LW3576
 LW3576.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3576
 LW3576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3576
 LW3576.The geoid height was determined by GEOID03.
 LW3576
 LW3576;                    North         East     Units Scale Factor Converg.
 LW3576;SPC CT       -   228,739.389   380,767.669   MT  0.99998318   +0 36 12.4
 LW3576;SPC CT       -   750,455.81  1,249,235.26   sFT  0.99998318   +0 36 12.4
 LW3576;SPC RI       -    48,230.596    71,627.164   MT  1.00000365   -0 13 31.1
 LW3576;SPC RI       -   158,236.55    234,996.79   sFT  1.00000365   -0 13 31.1
 LW3576;UTM  19      - 4,600,058.294   263,024.419   MT  1.00029115   -1 52 59.8
 LW3576
 LW3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3576!SPC CT       -   0.99998465  x   0.99998318  =   0.99996783
 LW3576!SPC RI       -   0.99998465  x   1.00000365  =   0.99998830
 LW3576!UTM  19      -   0.99998465  x   1.00029115  =   1.00027580
 LW3576
 LW3576|---------------------------------------------------------------------|
 LW3576| PID    Reference Object                     Distance      Geod. Az  |
 LW3576|                                                           dddmmss.s |
 LW3576| CB7867 LYLE RM 1                            14.913 METERS 09737     |
 LW3576| CB7868 LYLE RM 3                                          2061331.2 |
 LW3576| LW3577 LYLE 1975 RM 2                        6.538 METERS 34315     |
 LW3576|---------------------------------------------------------------------|
 LW3576
 LW3576                          SUPERSEDED SURVEY CONTROL
 LW3576
 LW3576  NAD 83(1992)-  41 31 01.59479(N)    071 50 23.64433(W) AD(       ) 1
 LW3576  NAD 83(1986)-  41 31 01.59443(N)    071 50 23.64525(W) AD(       ) 1
 LW3576  NAD 27      -  41 31 01.23657(N)    071 50 25.38893(W) AD(       ) 1
 LW3576  NGVD 29 (07/19/86)  128.5    (m)          422.     (f) VERT ANG       
 LW3576
 LW3576.Superseded values are not recommended for survey control.
 LW3576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3576.See file dsdata.txt to determine how the superseded data were derived.
 LW3576
 LW3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6302400058(NAD 83)
 LW3576_MARKER: DS = TRIANGULATION STATION DISK
 LW3576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3576+STABILITY: SURFACE MOTION
 LW3576
 LW3576  HISTORY     - Date     Condition        Report By
 LW3576  HISTORY     - 1975     MONUMENTED       NGS
 LW3576
 LW3576                          STATION DESCRIPTION
 LW3576
 LW3576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3576'THE STATION IS ABOUT 6-1/2 MILES EAST OF PRESTON CITY, 4
 LW3576'MILES SOUTH-SOUTHEAST OF VOLUNTOWN AND 2-1/2 MILES WEST OF THE
 LW3576'CONNECTICUT-RHODE ISLAND STATE LINE.  IT IS ON ROAD RIGHT-OF-WAY.
 LW3576'
 LW3576'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN,
 LW3576'GO EAST ON STATE HIGHWAY 138 FOR 0.4 MILE TO THE JUNCTION
 LW3576'OF STATE HIGHWAYS 49, 138 AND 165.  TURN RIGHT AND GO
 LW3576'SOUTHWEST ON STATE HIGHWAYS 49 AND 165 FOR 0.05 MILE TO WHERE
 LW3576'HIGHWAY 49 TURNS LEFT.  TURN LEFT AND GO SOUTHERLY ON HIGHWAY
 LW3576'49 FOR 2.85 MILES TO GALLUP ROAD ON THE LEFT.  CONTINUE
 LW3576'SOUTHERLY ON HIGHWAY 49 FOR 1.3 MILES TO SAND HILL ROAD ON
 LW3576'THE LEFT.  CONTINUE SOUTHERLY ON HIGHWAY 49 FOR 0.2 MILE TO
 LW3576'THE STATION ON THE RIGHT.
 LW3576'
 LW3576'THE STATION MARKS ARE STANDARD DISKS STAMPED LYLE 1975.  THE
 LW3576'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH
 LW3576'THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LW3576'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LW3576'ARE 18 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 49,
 LW3576'13.2 FEET NORTHEAST OF POWER LINE POLE NUMBER 584, 7 FEET
 LW3576'SOUTH OF A ROCK FENCE CORNER, 6.4 FEET NORTHEAST OF A METAL
 LW3576'WITNESS POST, 3 FEET SOUTHEAST OF A ROCK FENCE AND 2.6
 LW3576'FEET SOUTHWEST OF A 6-INCH SQUARE HIGHWAY RIGHT-OF-WAY
 LW3576'CONCRETE POST.
 LW3576'
 LW3576'REFERENCE MARK 1, STAMPED LYLE NO 1 1975, IS A STANDARD
 LW3576'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF ROCK THAT
 LW3576'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE ON THE
 LW3576'SOUTHWEST SIDE AND IS FLUSH WITH THE GROUND SURFACE ON THE
 LW3576'NORTHEAST SIDE.  IT IS 29 FEET SOUTHEAST OF THE CENTER OF THE
 LW3576'ROAD, 14 FEET NORTHWEST OF THE CENTER OF A GATE, 12 FEET
 LW3576'WEST OF A ROCK FENCE AND 6.5 FEET SOUTHWEST OF A 24-INCH TREE.
 LW3576'
 LW3576'REFERENCE MARK 2, STAMPED LYLE NO 2 1975, IS A STANDARD
 LW3576'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF ROCK
 LW3576'AND ON THE EAST END OF THE OUTCROP THAT IS FLUSH WITH THE GROUND
 LW3576'SURFACE ON THE EAST END AND PROJECTS ABOUT 4 INCHES ABOVE THE
 LW3576'GROUND SURFACE ON THE WEST END.  IT IS 33 FEET NORTHWEST OF THE
 LW3576'CENTER OF THE ROAD, 24.8 FEET NORTHWEST OF THE METAL WITNESS
 LW3576'POST, 15 FEET NORTHWEST OF THE ROCK FENCE CORNER AND 12 FEET
 LW3576'NORTHEAST OF A ROCK FENCE.
 LW3576'
 LW3576'REFERENCE MARK 3, STAMPED LYLE NO 3 AZ 1975, IS A STANDARD
 LW3576'DISK CEMENTED IN A DRILL HOLE IN A 6 FOOT BY 7 FOOT BOULDER
 LW3576'THAT PROJECTS 3 FEET ABOVE THE GROUND SURFACE.  IT IS 49 FEET
 LW3576'SOUTHWEST OF A POWER LINE POLE NUMBER 577, 39 FEET NORTHWEST
 LW3576'OF THE CENTER OF STATE HIGHWAY 49, 14 FEET WEST OF A 16-INCH
 LW3576'TREE, 7.1 FEET NORTHEAST OF A METAL WITNESS POST, 5.5 FEET
 LW3576'NORTHEAST OF THE NORTH END OF A ROCK FENCE AND 2.5 FEET EAST
 LW3576'OF THE WEST EDGE OF THE BOULDER.
 LW3576'
 LW3576'TO REACH REFERENCE MARK 3 FROM THE STATION, GO SOUTH-SOUTHWEST
 LW3576'ON STATE HIGHWAY 49 FOR 0.25 MILE TO REFERENCE MARK 3 ON THE
 LW3576'RIGHT.
 LW3576'
 LW3576'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5832 ***********************************************************************
 LX5832  DESIGNATION -  LYME
 LX5832  PID         -  LX5832
 LX5832  STATE/COUNTY-  CT/NEW LONDON
 LX5832  USGS QUAD   -  OLD LYME (1976)
 LX5832
 LX5832                         *CURRENT SURVEY CONTROL
 LX5832  ___________________________________________________________________
 LX5832* NAD 83(1996)-  41 17 28.77570(N)    072 16 21.51380(W)     ADJUSTED  
 LX5832* NAVD 88     -        16.8    (meters)      55.     (feet)  VERTCON   
 LX5832  ___________________________________________________________________
 LX5832  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LX5832  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5832
 LX5832  HORZ ORDER  -  SECOND
 LX5832
 LX5832.The horizontal coordinates were established by classical geodetic methods
 LX5832.and adjusted by the National Geodetic Survey in August 1998..
 LX5832
 LX5832.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5832
 LX5832.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5832
 LX5832.The geoid height was determined by GEOID03.
 LX5832
 LX5832;                    North         East     Units Scale Factor Converg.
 LX5832;SPC CT       -   203,374.227   344,785.271   MT  0.99999204   +0 18 59.5
 LX5832;SPC CT       -   667,236.94  1,131,183.01   sFT  0.99999204   +0 18 59.5
 LX5832;SPC NY L     -   126,320.212   444,683.902   MT  1.00002451   +1 07 47.4
 LX5832;SPC NY L     -   414,435.56  1,458,933.77   sFT  1.00002451   +1 07 47.4
 LX5832;UTM  18      - 4,574,686.131   728,373.284   MT  1.00024191   +1 48 01.9
 LX5832
 LX5832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5832!SPC CT       -   1.00000216  x   0.99999204  =   0.99999420
 LX5832!SPC NY L     -   1.00000216  x   1.00002451  =   1.00002667
 LX5832!UTM  18      -   1.00000216  x   1.00024191  =   1.00024407
 LX5832
 LX5832:                Primary Azimuth Mark                     Grid Az
 LX5832:SPC CT       -  SPRUCE LEDGE                             038 35 15.2
 LX5832:SPC NY L     -  SPRUCE LEDGE                             037 46 27.3
 LX5832:UTM  18      -  SPRUCE LEDGE                             037 06 12.8
 LX5832
 LX5832|---------------------------------------------------------------------|
 LX5832| PID    Reference Object                     Distance      Geod. Az  |
 LX5832|                                                           dddmmss.s |
 LX5832| LX5430 SPRUCE LEDGE                        APPROX. 6.6 KM 0385414.7 |
 LX5832| CZ6720 LYME RM 3                            16.932 METERS 04733     |
 LX5832| LX5440 NIANTIC BLACK YELLOW TANK           APPROX. 6.8 KM 0625948.5 |
 LX5832| LX5825 POINT O WOODS ELEV TANK             APPROX. 1.6 KM 0665017.2 |
 LX5832| LX5833 OLD LYME SHORE TANK                  14.648 METERS 08023     |
 LX5832| LX5495 BLACK POINT ELEV TANK               APPROX. 5.1 KM 0861259.7 |
 LX5832| LX5497 BONDS BARN CUPOLA                   APPROX. 5.6 KM 0894357.2 |
 LX5832| LX5496 BOND FLAGPOLE                       APPROX. 5.6 KM 0914850.8 |
 LX5832| LX5433 SCOVILLES WINDMILL                  APPROX. 5.3 KM 0960025.5 |
 LX5832| LX5434 SCOVILLES SUMMER HOUSE              APPROX. 5.3 KM 0963855.0 |
 LX5832| LX5861 LYME RM 4                             6.853 METERS 13038     |
 LX5832| LX5829 SOUNDVIEW OLD WINDMILL              434.673 METERS 1995212.0 |
 LX5832| LX5828 SOUNDVIEW WINDMILL                  APPROX. 0.7 KM 2175503.1 |
 LX5832| LX5831 HAWKS NEST BEACH WINDMILL           APPROX. 1.4 KM 2243127.4 |
 LX5832| CZ6718 LYME RM 1                           171.000 METERS 23115     |
 LX5832| LX5818 GRISWOLD POINT WINDMILL             APPROX. 3.5 KM 2521406.2 |
 LX5832| CZ6719 LYME RM 2                            27.787 METERS 29730     |
 LX5832|---------------------------------------------------------------------|
 LX5832
 LX5832                          SUPERSEDED SURVEY CONTROL
 LX5832
 LX5832  NAD 83(1992)-  41 17 28.77461(N)    072 16 21.51344(W) AD(       ) 2
 LX5832  NAD 83(1986)-  41 17 28.77633(N)    072 16 21.51689(W) AD(       ) 2
 LX5832  NAD 27      -  41 17 28.42667(N)    072 16 23.23005(W) AD(       ) 2
 LX5832  NGVD 29 (07/19/86)   17.1    (m)           56.     (f) VERT ANG       
 LX5832
 LX5832.Superseded values are not recommended for survey control.
 LX5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5832.See file dsdata.txt to determine how the superseded data were derived.
 LX5832
 LX5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2837374686(NAD 83)
 LX5832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5832_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5832+STABILITY: SURFACE MOTION
 LX5832
 LX5832  HISTORY     - Date     Condition        Report By
 LX5832  HISTORY     - 1934     MONUMENTED       CGS
 LX5832  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5832  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5832  HISTORY     - 1975     GOOD             NGS
 LX5832  HISTORY     - 1984     GOOD             USPSQD
 LX5832
 LX5832                          STATION DESCRIPTION
 LX5832
 LX5832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5832'THE STATION IS ON THE PROPERTY OF THE JAS. JAY SMITH DEVELOPING
 LX5832'COMPANY AT THE OLD LYME SHORES BEACH.  THE STATION IS ABOUT 1/4
 LX5832'MILE N OF THE BEACH AND 50 FEET S OF THE SPUR TRACK OF THE NEW
 LX5832'YORK, NEW HAVEN AND HARTFORD RAILROAD, AND ABOUT 150 FEET FROM
 LX5832'THE MAIN LINE OF THE RAILROAD.  IT IS 14.6 METERS W OF THE OLD
 LX5832'LYME SHORES ELEVATED WATER TANK.  THE STATION IS A STANDARD DISK
 LX5832'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST 30 INCHES DEEP
 LX5832'AND FLUSH WITH THE GROUND.  THE SUB-SURFACE MARK IS SET IN AN
 LX5832'IRREGULAR MASS OF CONCRETE TWO INCHES BELOW THE MONUMENT.
 LX5832'
 LX5832'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LX5832'CONCRETE AS DESCRIBED IN NOTES 1A, AND 7A.  REFERENCE MARKS NOS. 1,
 LX5832'2, AND 3 ARE STANDARD BRONZE DISK SET IN A BOULDER AS DESCRIBED
 LX5832'IN NOTES 12C.
 LX5832'
 LX5832'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A BOULDER 171
 LX5832'METERS S 70 DEG W (MAGNETIC).  REFERENCE MARK NO.2 IS A STANDARD
 LX5832'DISK SET IN A BOULDER IN THE RAILROAD FENCE LINE 27.71 METERS N
 LX5832'44 DEG W (MAGNETIC).  REFERENCE MARK NO.3 IS A STANDARD DISK SET
 LX5832'IN A BOULDER IN THE EDGE OF THE PATH N OF THE TANK AND 16.93
 LX5832'METERS N 66 DEG E (MAGNETIC).  REFERENCE MARK NO.3 TO REFERENCE
 LX5832'MARK NO.2 IS 37.08 METERS.
 LX5832'
 LX5832'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LX5832
 LX5832                          STATION RECOVERY (1954)
 LX5832
 LX5832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5832'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5832'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE AND
 LX5832'FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH
 LX5832'THE FOLLOWING ADDITIONS--
 LX5832'
 LX5832'REFERENCE MARK 1 IS 85 FT. N OF SHORE ROAD, AND 27 FT. W OF
 LX5832'SEASPRAY ROAD.
 LX5832'
 LX5832'STATION IS STAMPED LYME 1934.
 LX5832'
 LX5832'REFERENCE MARK 1 IS STAMPED LYME NO 1 1934.
 LX5832'
 LX5832'REFERENCE MARK 2 IS STAMPED LYME NO 2 1934.
 LX5832'
 LX5832'REFERENCE MARK 3 IS STAMPED LYME NO 3 1934.
 LX5832
 LX5832                          STATION RECOVERY (1971)
 LX5832
 LX5832'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5832'THE STATION AND REFERENCE MARKS WERE LOCATED IN GOOD CONDITION.  TO
 LX5832'REACH THE STATION FROM THE SOUND VIEW SECTION OF OLD LYME, GO
 LX5832'EASTERLY ON ROUTE 156 FOR ABOUT 1/4 OF A MILE TO BRIGHTWATER ROAD
 LX5832'ON THE LEFT, GO 0.1 MILE TO A FORK IN THE ROAD.  THE STATION IS ON
 LX5832'THE RIGHT ABOUT 3 FEET FROM THE EDGE OF THE PAVEMENT, NEAR A
 LX5832'BLACKWATER TOWER.
 LX5832
 LX5832                          STATION RECOVERY (1975)
 LX5832
 LX5832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5832'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX5832'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS RECOVERED,
 LX5832'BUT APPEARS TO HAVE BEEN HIT BY MACHINERY AND THE ARROW NO
 LX5832'LONGER POINTS TO THE STATION.  REFERENCE MARK 1 WILL NO LONGER
 LX5832'SEE THE STATION.  REFERENCE MARK 4 WAS ESTABLISHED AND OCCUPIED
 LX5832'AT THIS TIME DUE TO THE FACT THAT THE STATION IS NOW TO CLOSE
 LX5832'TO THE ROAD AND CAN NOT BE BUILT OVER.  THE ANGLE BETWEEN
 LX5832'REFERENCE MARK 2 AND REFERENCE MARK 3 WAS FOUND TO BE SMALLER
 LX5832'BY 16 MINUTES AND 20 SECONDS.  THE DISTANCE TO REFERENCE MARK
 LX5832'2 WAS FOUND TO BE LONGER BY 0.077 METERS AND THE DISTANCE TO
 LX5832'REFERENCE MARK 3 WAS FOUND TO CHECK THE 1934 MEASUREMENT.
 LX5832'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX5832'
 LX5832'THE STATION IS LOCATED IN THE TOWN OF SOUTH LYME ABOUT 6
 LX5832'MILES EAST OF OLD SAYBROOK, 5-1/2 MILES SOUTHWEST OF NIANTIC
 LX5832'AND ON THE PROPERTY OF THE OLD SHORES LYME WATER COMPANY, POST
 LX5832'OFFICE BOX 457, OLD LYME, CONNECTICUT, 06371.  MR. MALCOLM
 LX5832'SPEIRS GAVE PERMISSION FOR THIS STATION.  HIS TELEPHONE NUMBER
 LX5832'IS 434-7386.
 LX5832'
 LX5832'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH LYME, GO
 LX5832'SOUTH AND THEN WEST ON STATE HIGHWAY 156 FOR 1.0 MILE TO A
 LX5832'SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO NORTHERLY ON
 LX5832'BRIGHTWATER ROAD FOR 0.05 MILE TO A WATER TANK ON THE RIGHT
 LX5832'AND THE STATION AS DESCRIBED.
 LX5832'
 LX5832'THE STATION MARK IS A STANDARD DISK STAMPED LYME 1934, SET IN
 LX5832'THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LX5832'THE GROUND SURFACE.  IT IS 48 FEET WEST OF THE WATER TANK, 23
 LX5832'FEET EAST OF THE APPROXIMATE CENTER OF BRIGHTWATER ROAD, 17.5
 LX5832'FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 1.0
 LX5832'FOOT NORTHWEST OF A METAL WITNESS POST.  THE 1934 DESCRIPTION
 LX5832'STATES THAT THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 LX5832'IRREGULAR MASS OF CONCRETE ABOUT 32 INCHES BELOW THE GROUND
 LX5832'SURFACE.
 LX5832'
 LX5832'REFERENCE MARK 1, STAMPED LYME NO 1 1934, IS A STANDARD
 LX5832'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 BY
 LX5832'3 FEET AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT
 LX5832'IS 89 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 156, 34
 LX5832'FEET WEST OF THE APPROXIMATE CENTER OF SEA SPRAY ROAD AND 28.1
 LX5832'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE.
 LX5832'
 LX5832'REFERENCE MARK 2, STAMPED LYME NO 2 1934, IS A STANDARD DISK
 LX5832'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS 3
 LX5832'BY 4 FEET AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX5832'SURFACE.  IT IS 68 FEET NORTHWEST OF THE APPROXIMATE CENTER OF
 LX5832'A T-INTERSECTION, 11.8 FEET NORTH OF THE APPROXIMATE CENTER OF
 LX5832'THE PAVED ROAD AND 3.9 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX5832'
 LX5832'REFERENCE MARK 3, STAMPED LYME NO 3 1934, IS A STANDARD DISK
 LX5832'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 2 FOOT BOULDER
 LX5832'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT
 LX5832'IS 30.1 FEET NORTH OF THE CENTER OF THE WATER TANK, 9.4 FEET
 LX5832'SOUTHWEST OF A METAL WITNESS POST AND 7.5 FEET NORTH OF THE
 LX5832'APPROXIMATE CENTER OF THE PAVED ROAD.
 LX5832'
 LX5832'REFERENCE MARK 4, STAMPED LYME RM 4 1934 1975, IS A STANDARD
 LX5832'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST WHICH
 LX5832'IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE
 LX5832'APPROXIMATE CENTER OF BRIGHTWATER ROAD, 37.6 FEET WEST OF THE
 LX5832'CENTER OF THE WATER TANK, 36 FEET SOUTH OF THE APPROXIMATE
 LX5832'CENTER OF THE PAVED ROAD AND 21.7 FEET SOUTHEAST OF A METAL
 LX5832'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD REFERENCE
 LX5832'MARK DISK STAMPED LYME RM 4 1934 1975, SET IN THE TOP OF AN
 LX5832'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE
 LX5832'GROUND SURFACE.
 LX5832'
 LX5832'TO REACH REFERENCE MARK 1 FROM THE JUNCTION OF STATE HIGHWAY
 LX5832'156 AND BRIGHTWATER ROAD, CONTINUE WEST ON HIGHWAY 156 FOR 1
 LX5832'BLOCK TO SEA SPRAY ROAD ON THE RIGHT AND THE REFERENCE MARK
 LX5832'AS DESCRIBED.
 LX5832'
 LX5832'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX5832'
 LX5832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5832'IN SOUTH LYME.
 LX5832
 LX5832                          STATION RECOVERY (1984)
 LX5832
 LX5832'RECOVERY NOTE BY US POWER SQUADRON 1984 (REK)
 LX5832'LYME NO 2 1934 RECOVERED GOOD.
 LX5832'
 LX5832'RM NO. 1, 2, 3 FOUND IN GOOD CONDITION, STATION WAS NOT SEARCHED
 LX5832'FOR DUE TO THE FACT THAT A GOOD LAWN NOW COVERS IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5773 ***********************************************************************
 LX5773  DESIGNATION -  LYME AT AND T MICROWAVE
 LX5773  PID         -  LX5773
 LX5773  STATE/COUNTY-  CT/NEW LONDON
 LX5773  USGS QUAD   -  HAMBURG (1984)
 LX5773
 LX5773                         *CURRENT SURVEY CONTROL
 LX5773  ___________________________________________________________________
 LX5773* NAD 83(1996)-  41 23 30.57329(N)    072 17 09.30427(W)     ADJUSTED  
 LX5773* NAVD 88     -                                                        
 LX5773  ___________________________________________________________________
 LX5773  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 LX5773  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX5773
 LX5773  HORZ ORDER  -  THIRD
 LX5773
 LX5773.The horizontal coordinates were established by classical geodetic methods
 LX5773.and adjusted by the National Geodetic Survey in August 1998..
 LX5773
 LX5773
 LX5773.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5773
 LX5773.The geoid height was determined by GEOID03.
 LX5773
 LX5773;                    North         East     Units Scale Factor Converg.
 LX5773;SPC CT       -   214,529.392   343,613.380   MT  0.99998619   +0 18 27.8
 LX5773;SPC CT       -   703,835.18  1,127,338.23   sFT  0.99998619   +0 18 27.8
 LX5773;UTM  18      - 4,585,809.927   726,912.176   MT  1.00023370   +1 47 43.2
 LX5773
 LX5773                          SUPERSEDED SURVEY CONTROL
 LX5773
 LX5773  NAD 83(1992)-  41 23 30.57239(N)    072 17 09.30384(W) AD(       ) 4
 LX5773  NAD 83(1986)-  41 23 30.57381(N)    072 17 09.30716(W) AD(       ) 4
 LX5773  NAD 27      -  41 23 30.21957(N)    072 17 11.01676(W) AD(       ) 3
 LX5773
 LX5773.Superseded values are not recommended for survey control.
 LX5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5773.See file dsdata.txt to determine how the superseded data were derived.
 LX5773
 LX5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2691285810(NAD 83)
 LX5773
 LX5773  HISTORY     - Date     Condition        Report By
 LX5773  HISTORY     - 1975     MONUMENTED       NGS
 LX5773  HISTORY     - 19991230 GOOD             USPSQD
 LX5773
 LX5773                          STATION DESCRIPTION
 LX5773
 LX5773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX5773'STATION IS THE METAL LIGHT SHAFT (NO LIGHT AT THIS TIME) ATOP THE
 LX5773'AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER WHICH IS PAINTED
 LX5773'GREY, HAS 4 LEGS AND IS ABOUT 80 FEET HIGH.
 LX5773'
 LX5773'STATION IS ABOUT 6 MILES SOUTH OF SALEM FOUR CORNERS, 3-1/2 MILES
 LX5773'NORTH OF LAYSVILLE, 3 MILES SOUTHEAST OF NORTH LYME AND ALONG THE
 LX5773'EAST SIDE OF GRASSY HILL ROAD.
 LX5773'
 LX5773'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND
 LX5773'85 IN SALEM FOUR CORNERS, GO SOUTHWEST ON HIGHWAY 82 FOR 1.2 MILES
 LX5773'TO THE JUNCTION OF DARLING ROAD.  TURN LEFT AND GO SOUTH AND WEST
 LX5773'ON DARLING ROAD FOR 1.2 MILES TO THE JUNCTION OF GUNGY ROAD.  TURN
 LX5773'LEFT AND GO SOUTH ON GUNGY ROAD FOR 2.75 MILES TO A CROSS
 LX5773'ROAD.  (END OF GUNGY ROAD, JUNCTION OF BEAVER BROOK ROAD AND
 LX5773'GRASSY HILL ROAD STRAIGHT AHEAD.) CONTINUE SOUTH ON GRASSY HILL
 LX5773'ROAD FOR 1.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LX5773
 LX5773                          STATION RECOVERY (1999)
 LX5773
 LX5773'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5861 ***********************************************************************
 LX5861  DESIGNATION -  LYME RM 4
 LX5861  PID         -  LX5861
 LX5861  STATE/COUNTY-  CT/NEW LONDON
 LX5861  USGS QUAD   -  OLD LYME (1976)
 LX5861
 LX5861                         *CURRENT SURVEY CONTROL
 LX5861  ___________________________________________________________________
 LX5861* NAD 83(1996)-  41 17 28.63106(N)    072 16 21.29027(W)     ADJUSTED  
 LX5861* NAVD 88     -        16.8    (meters)      55.     (feet)  VERTCON   
 LX5861  ___________________________________________________________________
 LX5861  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LX5861  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5861
 LX5861  HORZ ORDER  -  FIRST
 LX5861
 LX5861.The horizontal coordinates were established by classical geodetic methods
 LX5861.and adjusted by the National Geodetic Survey in August 1998..
 LX5861
 LX5861.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5861
 LX5861.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5861
 LX5861.The geoid height was determined by GEOID03.
 LX5861
 LX5861;                    North         East     Units Scale Factor Converg.
 LX5861;SPC CT       -   203,369.793   344,790.497   MT  0.99999204   +0 18 59.6
 LX5861;SPC CT       -   667,222.40  1,131,200.16   sFT  0.99999204   +0 18 59.6
 LX5861;SPC NY L     -   126,315.853   444,689.190   MT  1.00002450   +1 07 47.5
 LX5861;SPC NY L     -   414,421.26  1,458,951.12   sFT  1.00002450   +1 07 47.5
 LX5861;UTM  18      - 4,574,681.833   728,378.624   MT  1.00024194   +1 48 02.0
 LX5861
 LX5861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5861!SPC CT       -   1.00000216  x   0.99999204  =   0.99999420
 LX5861!SPC NY L     -   1.00000216  x   1.00002450  =   1.00002666
 LX5861!UTM  18      -   1.00000216  x   1.00024194  =   1.00024410
 LX5861
 LX5861|---------------------------------------------------------------------|
 LX5861| PID    Reference Object                     Distance      Geod. Az  |
 LX5861|                                                           dddmmss.s |
 LX5861| CZ6720 LYME RM 3                            17.489 METERS 02439     |
 LX5861| LX5833 OLD LYME SHORE TANK                  11.538 METERS 05313     |
 LX5861| LX5860 FERRY HILL RM 3                     APPROX. 8.2 KM 2893412.1 |
 LX5861| CZ6719 LYME RM 2                            34.497 METERS 30018     |
 LX5861| LX5832 LYME                                  6.853 METERS 31038     |
 LX5861|---------------------------------------------------------------------|
 LX5861
 LX5861                          SUPERSEDED SURVEY CONTROL
 LX5861
 LX5861  NAD 83(1992)-  41 17 28.62998(N)    072 16 21.28991(W) AD(       ) 1
 LX5861  NAD 83(1986)-  41 17 28.63207(N)    072 16 21.29391(W) AD(       ) 1
 LX5861  NAD 27      -  41 17 28.28434(N)    072 16 23.00844(W) AD(       ) 1
 LX5861  NGVD 29 (07/19/86)   17.1    (m)           56.     (f) VERT ANG       
 LX5861
 LX5861.Superseded values are not recommended for survey control.
 LX5861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5861.See file dsdata.txt to determine how the superseded data were derived.
 LX5861
 LX5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2837974682(NAD 83)
 LX5861_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5861+STABILITY: SURFACE MOTION
 LX5861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5861+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2001
 LX5861
 LX5861  HISTORY     - Date     Condition        Report By
 LX5861  HISTORY     - 1975     MONUMENTED       NGS
 LX5861  HISTORY     - 20011028 GOOD             USPSQD
 LX5861  HISTORY     - 20030507 MARK NOT FOUND   USPSQD
 LX5861
 LX5861                          STATION DESCRIPTION
 LX5861
 LX5861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5861'THE STATION IS LOCATED ABOUT 6 MILES EAST OF OLD SAYBROOK, 5-1/2
 LX5861'MILES SOUTHWEST OF NIANTIC, IN THE TOWN OF SOUTH LYME AND ON THE
 LX5861'PROPERTY OF THE OLD SHORES LYME WATER COMPANY, POST OFFICE BOX 457,
 LX5861'OLD LYME, CONNECTICUT, 06371.  MR. MALCOLM SPEIRS GAVE PERMISSION
 LX5861'FOR THIS STATION.  HIS TELEPHONE NUMBER IS 434-7386.
 LX5861'
 LX5861'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH LYME, GO SOUTH
 LX5861'AND THEN WEST ON STATE HIGHWAY 156 FOR 1.0 MILE TO A SIDE ROAD
 LX5861'RIGHT, TURN RIGHT AND GO NORTH ON BRIGHTWATER ROAD FOR 0.05 MILE
 LX5861'TO A WATER TANK AND THE STATION AS DESCRIBED.
 LX5861'
 LX5861'TO REACH REFERENCE MARK 1 FROM THE JUNCTION OF BRIGHTWATER ROAD
 LX5861'AND STATE HIGHWAY 156, MENTIONED ABOVE, CONTINUE WEST ON HIGHWAY
 LX5861'156 FOR 1 BLOCK TO SEA SPRAY ROAD ON THE RIGHT AND THE REFERENCE
 LX5861'MARK AS DESCRIBED.
 LX5861'
 LX5861'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED LYME
 LX5861'RM 4 1934 1975.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 LX5861'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 LX5861'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX5861'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LX5861'ARE 40 FEET EAST OF THE APPROXIMATE CENTER OF BRIGHTWATER
 LX5861'ROAD, 37.6 FEET WEST OF THE CENTER OF THE WATER TANK, 36
 LX5861'FEET SOUTH OF THE APPROXIMATE CENTER OF A PAVED ROAD AND 21.7
 LX5861'FEET SOUTHEAST OF A METAL POST.
 LX5861'
 LX5861'LYME 1934 IS A STANDARD DISK STAMPED LYME 1934, SET IN THE TOP
 LX5861'OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 LX5861'SURFACE.  THE 1934 DESCRIPTION STATES THAT THE UNDERGROUND MARK IS
 LX5861'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 32
 LX5861'INCHES BELOW THE GROUND SURFACE.  THEY ARE 48 FEET WEST OF THE
 LX5861'CENTER OF THE WATER TANK, 23 FEET EAST OF THE APPROXIMATE CENTER
 LX5861'OF BRIGHTWATER ROAD, 17.5 FEET SOUTH OF THE APPROXIMATE CENTER
 LX5861'OF THE PAVED ROAD AND 1.0 FOOT NORTHWEST OF A METAL WITNESS
 LX5861'POST.
 LX5861'
 LX5861'REFERENCE MARK 1, STAMPED LYME NO 1 1934, IS A STANDARD DISK
 LX5861'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 BY 3 FEET
 LX5861'AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 89 FEET
 LX5861'NORTH OF THE CENTERLINE OF STATE HIGHWAY 156, 34 FEET WEST OF THE
 LX5861'APPROXIMATE CENTER OF SEA SPRAY ROAD AND 28.1 FEET SOUTHEAST OF
 LX5861'THE SOUTHEAST CORNER OF A HOUSE.
 LX5861'
 LX5861'REFERENCE MARK 2, STAMPED LYME NO 2 1934, IS A STANDARD DISK
 LX5861'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 4 FOOT BOULDER WHICH
 LX5861'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 68 FEET
 LX5861'NORTHWEST OF THE APPROXIMATE CENTER OF A T-ROAD INTERSECTION,
 LX5861'11.8 FEET NORTH OF THE APPROXIMATE CENTER OF THE PAVED ROAD AND
 LX5861'3.9 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX5861'
 LX5861'REFERENCE MARK 3, STAMPED LYME NO 3 1934, IS A STANDARD DISK
 LX5861'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 2 FOOT BOULDER WHICH
 LX5861'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 30.1 FEET
 LX5861'NORTH OF THE CENTER OF THE WATER TANK, 9.4 FEET SOUTHWEST OF A
 LX5861'METAL WITNESS POST AND 7.5 FEET NORTH OF THE APPROXIMATE CENTER
 LX5861'OF THE PAVED ROAD.
 LX5861'
 LX5861'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LX5861
 LX5861                          STATION RECOVERY (2001)
 LX5861
 LX5861'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5861'DELETE REFERENCE TO BLACK WATER TOWER- REMOVED
 LX5861
 LX5861                          STATION RECOVERY (2003)
 LX5861
 LX5861'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX5861'RM 1 FOUND IN GOOD CONDITION STATION RM 4 AND RM 1
 LX5861' 
 LX5861' 
 LX5861' 
 LX5861' 
 LX5861' 
 LX5861' 
 LX5861' 
 LX5861' 
 LX5861' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1069 ***********************************************************************
 LW1069  DESIGNATION -  M 10
 LW1069  PID         -  LW1069
 LW1069  STATE/COUNTY-  CT/WINDHAM
 LW1069  USGS QUAD   -  PUTNAM (1970)
 LW1069
 LW1069                         *CURRENT SURVEY CONTROL
 LW1069  ___________________________________________________________________
 LW1069* NAD 83(1986)-  41 54 49.     (N)    071 54 29.     (W)     SCALED    
 LW1069* NAVD 88     -        86.753  (meters)     284.62   (feet)  ADJUSTED  
 LW1069  ___________________________________________________________________
 LW1069  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1069  DYNAMIC HT  -          86.725 (meters)     284.53  (feet)  COMP
 LW1069  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 LW1069
 LW1069  VERT ORDER  -  SECOND    CLASS 0
 LW1069
 LW1069.The horizontal coordinates were scaled from a topographic map and have
 LW1069.an estimated accuracy of +/- 6 seconds.
 LW1069
 LW1069.The orthometric height was determined by differential leveling
 LW1069.and adjusted by the National Geodetic Survey in June 1991..
 LW1069
 LW1069.The geoid height was determined by GEOID03.
 LW1069
 LW1069.The dynamic height is computed by dividing the NAVD 88
 LW1069.geopotential number by the normal gravity value computed on the
 LW1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1069.degrees latitude (g = 980.6199 gals.).
 LW1069
 LW1069.The modeled gravity was interpolated from observed gravity values.
 LW1069
 LW1069;                    North         East    Units  Estimated Accuracy
 LW1069;SPC CT       -   272,720.      374,650.      MT  (+/- 180 meters Scaled)
 LW1069
 LW1069                          SUPERSEDED SURVEY CONTROL
 LW1069
 LW1069  NGVD 29 (??/??/92)   86.973  (m)          285.34   (f) ADJ UNCH    2 0
 LW1069
 LW1069.Superseded values are not recommended for survey control.
 LW1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1069.See file dsdata.txt to determine how the superseded data were derived.
 LW1069
 LW1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG588442(NAD 83)
 LW1069_MARKER: DB = BENCH MARK DISK
 LW1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1069_SP_SET: WATER COLUMN BASE
 LW1069_STAMPING: M 10 1935
 LW1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1069
 LW1069  HISTORY     - Date     Condition        Report By
 LW1069  HISTORY     - 1935     MONUMENTED       CGS
 LW1069  HISTORY     - 1955     MARK NOT FOUND   NGS
 LW1069  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1069  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1069
 LW1069                          STATION DESCRIPTION
 LW1069
 LW1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1069'AT PUTNAM.
 LW1069'AT PUTNAM, WINDHAM COUNTY, 150 FEET SOUTH OF THE NEW YORK, NEW
 LW1069'HAVEN AND HARTFORD RAILROAD STATION, AT A WATER COLUMN, IN THE TOP
 LW1069'OF THE SOUTHEAST CORNER OF THE CONCRETE BASE, 7 FEET WEST OF THE
 LW1069'CENTERLINE OF TRACK 3, AND ABOUT LEVEL WITH THE TRACK.
 LW1069'NOTE-- THE WATER COLUMN IS GONE.  CONCRETE BASE STILL THERE.
 LW1069
 LW1069                          STATION RECOVERY (1955)
 LW1069
 LW1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 LW1069'MARK NOT FOUND.
 LW1069
 LW1069                          STATION RECOVERY (1988)
 LW1069
 LW1069'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1069'MARK NOT FOUND.
 LW1069
 LW1069                          STATION RECOVERY (1990)
 LW1069
 LW1069'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1192 ***********************************************************************
 LX1192  DESIGNATION -  M 1=167
 LX1192  PID         -  LX1192
 LX1192  STATE/COUNTY-  CT/FAIRFIELD
 LX1192  USGS QUAD   -  STAMFORD (1984)
 LX1192
 LX1192                         *CURRENT SURVEY CONTROL
 LX1192  ___________________________________________________________________
 LX1192* NAD 83(1986)-  41 03 48.     (N)    073 31 14.     (W)     SCALED    
 LX1192* NAVD 88     -        12.470  (meters)      40.91   (feet)  ADJUSTED  
 LX1192  ___________________________________________________________________
 LX1192  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX1192  DYNAMIC HT  -          12.466 (meters)      40.90  (feet)  COMP
 LX1192  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX1192
 LX1192  VERT ORDER  -  FIRST     CLASS I
 LX1192
 LX1192.The horizontal coordinates were scaled from a topographic map and have
 LX1192.an estimated accuracy of +/- 6 seconds.
 LX1192
 LX1192.The orthometric height was determined by differential leveling
 LX1192.and adjusted by the National Geodetic Survey in June 1991..
 LX1192
 LX1192.The geoid height was determined by GEOID03.
 LX1192
 LX1192.The dynamic height is computed by dividing the NAVD 88
 LX1192.geopotential number by the normal gravity value computed on the
 LX1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1192.degrees latitude (g = 980.6199 gals.).
 LX1192
 LX1192.The modeled gravity was interpolated from observed gravity values.
 LX1192
 LX1192;                    North         East    Units  Estimated Accuracy
 LX1192;SPC CT       -   178,230.      240,030.      MT  (+/- 180 meters Scaled)
 LX1192
 LX1192                          SUPERSEDED SURVEY CONTROL
 LX1192
 LX1192  NGVD 29 (??/??/92)   12.81   (m)           42.0    (f) COMPUTED    1 1
 LX1192
 LX1192.Superseded values are not recommended for survey control.
 LX1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1192.See file dsdata.txt to determine how the superseded data were derived.
 LX1192
 LX1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL243468(NAD 83)
 LX1192_MARKER: Z = SEE DESCRIPTION
 LX1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1192_SP_SET: OVERPASS ABUTMENT
 LX1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1192
 LX1192  HISTORY     - Date     Condition        Report By
 LX1192  HISTORY     - UNK      MONUMENTED       DOD
 LX1192  HISTORY     - 1965     GOOD             NGS
 LX1192  HISTORY     - 1987     GOOD             USPSQD
 LX1192
 LX1192                          STATION DESCRIPTION
 LX1192
 LX1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1192'0.5 MI S FROM GLENBROOK.
 LX1192'0.5 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1192'RAILROAD FROM THE STATION AT GLENBROOK, 7.3 FEET SOUTHEAST OF
 LX1192'THE SOUTHEAST RAIL, AT THE RAILROAD OVERPASS OVER HAMILTON
 LX1192'AVENUE, 19 FEET SOUTH OF THE CENTER LINE OF HAMILTON AVENUE,
 LX1192'SET ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST STONE
 LX1192'ABUTMENT OF THE OVERPASS AND 1 FOOT BELOW THE LEVEL OF THE
 LX1192'TRACK.
 LX1192
 LX1192                          STATION RECOVERY (1987)
 LX1192
 LX1192'RECOVERY NOTE BY US POWER SQUADRON 1987 (SKH)
 LX1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0038 ***********************************************************************
 LX0038  DESIGNATION -  M 12
 LX0038  PID         -  LX0038
 LX0038  STATE/COUNTY-  CT/WINDHAM
 LX0038  USGS QUAD   -  WILLIMANTIC (1984)
 LX0038
 LX0038                         *CURRENT SURVEY CONTROL
 LX0038  ___________________________________________________________________
 LX0038* NAD 83(1986)-  41 39 33.     (N)    072 09 26.     (W)     SCALED    
 LX0038* NAVD 88     -        66.866  (meters)     219.38   (feet)  ADJUSTED  
 LX0038  ___________________________________________________________________
 LX0038  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX0038  DYNAMIC HT  -          66.843 (meters)     219.30  (feet)  COMP
 LX0038  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LX0038
 LX0038  VERT ORDER  -  SECOND    CLASS 0
 LX0038
 LX0038.The horizontal coordinates were scaled from a topographic map and have
 LX0038.an estimated accuracy of +/- 6 seconds.
 LX0038
 LX0038.The orthometric height was determined by differential leveling
 LX0038.and adjusted by the National Geodetic Survey in June 1991..
 LX0038
 LX0038.The geoid height was determined by GEOID03.
 LX0038
 LX0038.The dynamic height is computed by dividing the NAVD 88
 LX0038.geopotential number by the normal gravity value computed on the
 LX0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0038.degrees latitude (g = 980.6199 gals.).
 LX0038
 LX0038.The modeled gravity was interpolated from observed gravity values.
 LX0038
 LX0038;                    North         East    Units  Estimated Accuracy
 LX0038;SPC CT       -   244,290.      354,170.      MT  (+/- 180 meters Scaled)
 LX0038
 LX0038                          SUPERSEDED SURVEY CONTROL
 LX0038
 LX0038  NGVD 29 (??/??/92)   67.135  (m)          220.26   (f) ADJ UNCH    2 0
 LX0038
 LX0038.Superseded values are not recommended for survey control.
 LX0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0038.See file dsdata.txt to determine how the superseded data were derived.
 LX0038
 LX0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM366158(NAD 83)
 LX0038_MARKER: DB = BENCH MARK DISK
 LX0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0038_SP_SET: SHIPPING PLATFORM
 LX0038_STAMPING: M 12 1935
 LX0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0038
 LX0038  HISTORY     - Date     Condition        Report By
 LX0038  HISTORY     - 1935     MONUMENTED       CGS
 LX0038  HISTORY     - 1962     MARK NOT FOUND   CVRR
 LX0038  HISTORY     - 1962     MARK NOT FOUND   USGS
 LX0038  HISTORY     - 19961117 MARK NOT FOUND   USPSQD
 LX0038
 LX0038                          STATION DESCRIPTION
 LX0038
 LX0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0038'1.5 MI S FROM SOUTH WINDHAM.
 LX0038'ABOUT 1.5 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM
 LX0038'THE STATION AT SOUTH WINDHAM, WINDHAM COUNTY, ABOUT 0.4 MILE
 LX0038'SOUTH OF MILEPOST 25, I THE SOUTHWEST CORNER OF THE CONCRETE
 LX0038'SHIPPING PLATFORM OF FARM SUPPLY STORES, INC., 33 FEET WEST OF
 LX0038'THE CENTER LINE OF THE TRACK, AND ABOUT 4 FEET HIGHER THAN THE
 LX0038'TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 12 1935.
 LX0038
 LX0038                          STATION RECOVERY (1962)
 LX0038
 LX0038'RECOVERY NOTE BY CENTRAL VERMONT RAILROAD 1962
 LX0038'MARK NOT FOUND.
 LX0038
 LX0038                          STATION RECOVERY (1962)
 LX0038
 LX0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LX0038'1.5 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0038'SOUTH WINDHAM, WINDHAM COUNTY, 0.4 MILE SOUTH OF MILEPOST 25, IN THE
 LX0038'SOUTHWEST CORNER OF THE CONCRETE SHIPPING PLATFORM OF FARM SUPPLY
 LX0038'STORES, INC. 33 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 LX0038'4 FEET HIGHER THAN THE TOP OF THE RAIL. NOTE: IT WAS REPORTED IN 1943
 LX0038'THAT THE CONCRETE PORTION OF THE LOADING PLATFORM IN WHICH THIS BENCH
 LX0038'MARK WAS EMBEDDED HAD CRACKED CONSIDERABLY UNDERNEATH THE DISK.
 LX0038
 LX0038                          STATION RECOVERY (1996)
 LX0038
 LX0038'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0927 ***********************************************************************
 LX0927  DESIGNATION -  M 13
 LX0927  PID         -  LX0927
 LX0927  STATE/COUNTY-  CT/NEW HAVEN
 LX0927  USGS QUAD   -  ANSONIA (1984)
 LX0927
 LX0927                         *CURRENT SURVEY CONTROL
 LX0927  ___________________________________________________________________
 LX0927* NAD 83(1986)-  41 20 35.     (N)    073 04 49.     (W)     SCALED    
 LX0927* NAVD 88     -         7.477  (meters)      24.53   (feet)  ADJUSTED  
 LX0927  ___________________________________________________________________
 LX0927  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX0927  DYNAMIC HT  -           7.474 (meters)      24.52  (feet)  COMP
 LX0927  MODELED GRAV-     980,311.3   (mgal)                       NAVD 88
 LX0927
 LX0927  VERT ORDER  -  SECOND    CLASS 0
 LX0927
 LX0927.The horizontal coordinates were scaled from a topographic map and have
 LX0927.an estimated accuracy of +/- 6 seconds.
 LX0927
 LX0927.The orthometric height was determined by differential leveling
 LX0927.and adjusted by the National Geodetic Survey in June 1991..
 LX0927
 LX0927.The geoid height was determined by GEOID03.
 LX0927
 LX0927.The dynamic height is computed by dividing the NAVD 88
 LX0927.geopotential number by the normal gravity value computed on the
 LX0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0927.degrees latitude (g = 980.6199 gals.).
 LX0927
 LX0927.The modeled gravity was interpolated from observed gravity values.
 LX0927
 LX0927;                    North         East    Units  Estimated Accuracy
 LX0927;SPC CT       -   209,060.      277,160.      MT  (+/- 180 meters Scaled)
 LX0927
 LX0927                          SUPERSEDED SURVEY CONTROL
 LX0927
 LX0927  NGVD 29 (??/??/92)    7.786  (m)           25.54   (f) ADJ UNCH    2 0
 LX0927
 LX0927.Superseded values are not recommended for survey control.
 LX0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0927.See file dsdata.txt to determine how the superseded data were derived.
 LX0927
 LX0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL606786(NAD 83)
 LX0927_MARKER: DB = BENCH MARK DISK
 LX0927_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0927_SP_SET: ABUTMENT
 LX0927_STAMPING: M 13 1935
 LX0927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0927
 LX0927  HISTORY     - Date     Condition        Report By
 LX0927  HISTORY     - 1935     MONUMENTED       CGS
 LX0927  HISTORY     - 1982     GOOD             NGS
 LX0927  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0927  HISTORY     - 1988     GOOD             USPSQD
 LX0927
 LX0927                          STATION DESCRIPTION
 LX0927
 LX0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0927'AT ANSONIA.
 LX0927'AT ANSONIA, NEW HAVEN COUNTY, 350 FEET SOUTH OF THE NEW YORK,
 LX0927'NEW HAVEN AND HARTFORD RAILROAD STATION, AT 40-FOOT SPAN STEEL
 LX0927'GIRDER BRIDGE 10.49, IN THE TOP OF THE WEST END OF THE NORTH
 LX0927'ABUTMENT, 8 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER
 LX0927'THAN THE TRACK.
 LX0927
 LX0927                          STATION RECOVERY (1982)
 LX0927
 LX0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0927'RECOVERED IN GOOD CONDITION.
 LX0927
 LX0927                          STATION RECOVERY (1985)
 LX0927
 LX0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0927'NOT RECOVERED, THE MARK LOCATION COULD NOT BE REACHED DUE TO A HIGH
 LX0927'FLOOD WALL.
 LX0927
 LX0927                          STATION RECOVERY (1988)
 LX0927
 LX0927'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0927'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0065 ***********************************************************************
 LX0065  DESIGNATION -  M 14
 LX0065  PID         -  LX0065
 LX0065  STATE/COUNTY-  CT/NEW LONDON
 LX0065  USGS QUAD   -  COLUMBIA (1984)
 LX0065
 LX0065                         *CURRENT SURVEY CONTROL
 LX0065  ___________________________________________________________________
 LX0065* NAD 83(1986)-  41 39 10.     (N)    072 18 08.     (W)     SCALED    
 LX0065* NAVD 88     -       161.673  (meters)     530.42   (feet)  ADJUSTED  
 LX0065  ___________________________________________________________________
 LX0065  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX0065  DYNAMIC HT  -         161.615 (meters)     530.23  (feet)  COMP
 LX0065  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 LX0065
 LX0065  VERT ORDER  -  SECOND    CLASS 0
 LX0065
 LX0065.The horizontal coordinates were scaled from a topographic map and have
 LX0065.an estimated accuracy of +/- 6 seconds.
 LX0065
 LX0065.The orthometric height was determined by differential leveling
 LX0065.and adjusted by the National Geodetic Survey in June 1991..
 LX0065
 LX0065.The geoid height was determined by GEOID03.
 LX0065
 LX0065.The dynamic height is computed by dividing the NAVD 88
 LX0065.geopotential number by the normal gravity value computed on the
 LX0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0065.degrees latitude (g = 980.6199 gals.).
 LX0065
 LX0065.The modeled gravity was interpolated from observed gravity values.
 LX0065
 LX0065;                    North         East    Units  Estimated Accuracy
 LX0065;SPC CT       -   243,500.      342,100.      MT  (+/- 180 meters Scaled)
 LX0065
 LX0065                          SUPERSEDED SURVEY CONTROL
 LX0065
 LX0065  NGVD 29 (??/??/92)  161.948  (m)          531.32   (f) ADJ UNCH    2 0
 LX0065
 LX0065.Superseded values are not recommended for survey control.
 LX0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0065.See file dsdata.txt to determine how the superseded data were derived.
 LX0065
 LX0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM246147(NAD 83)
 LX0065_MARKER: DB = BENCH MARK DISK
 LX0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0065_STAMPING: M 14 1935
 LX0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0065+STABILITY: SURFACE MOTION
 LX0065
 LX0065  HISTORY     - Date     Condition        Report By
 LX0065  HISTORY     - 1935     MONUMENTED       CGS
 LX0065  HISTORY     - 1936     GOOD             LOCENG
 LX0065
 LX0065                          STATION DESCRIPTION
 LX0065
 LX0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0065'AT LEONARDS BRIDGE.
 LX0065'AT LEONARDS BRIDGE, NEW LONDON COUNTY, ALONG THE NEW YORK, NEW
 LX0065'HAVEN AND HARTFORD BRIDGE, ABOUT 200 FEET NORTHEAST OF AN
 LX0065'OVERHEAD TIMBER HIGHWAY SPAN, IN LINE WITH A ROW OF POLES, 25
 LX0065'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 2
 LX0065'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED M 14 1935
 LX0065'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 LX0065'ABOVE GROUND.
 LX0065
 LX0065                          STATION RECOVERY (1936)
 LX0065
 LX0065'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 LX0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0201 ***********************************************************************
 LX0201  DESIGNATION -  M 16
 LX0201  PID         -  LX0201
 LX0201  STATE/COUNTY-  CT/MIDDLESEX
 LX0201  USGS QUAD   -  DEEP RIVER (1971)
 LX0201
 LX0201                         *CURRENT SURVEY CONTROL
 LX0201  ___________________________________________________________________
 LX0201* NAD 83(1986)-  41 28 16.     (N)    072 29 43.     (W)     SCALED    
 LX0201* NAVD 88     -        15.599  (meters)      51.18   (feet)  ADJUSTED  
 LX0201  ___________________________________________________________________
 LX0201  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0201  DYNAMIC HT  -          15.594 (meters)      51.16  (feet)  COMP
 LX0201  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 LX0201
 LX0201  VERT ORDER  -  SECOND    CLASS 0
 LX0201
 LX0201.The horizontal coordinates were scaled from a topographic map and have
 LX0201.an estimated accuracy of +/- 6 seconds.
 LX0201
 LX0201.The orthometric height was determined by differential leveling
 LX0201.and adjusted by the National Geodetic Survey in June 1991..
 LX0201
 LX0201.The geoid height was determined by GEOID03.
 LX0201
 LX0201.The dynamic height is computed by dividing the NAVD 88
 LX0201.geopotential number by the normal gravity value computed on the
 LX0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0201.degrees latitude (g = 980.6199 gals.).
 LX0201
 LX0201.The modeled gravity was interpolated from observed gravity values.
 LX0201
 LX0201;                    North         East    Units  Estimated Accuracy
 LX0201;SPC CT       -   223,260.      326,080.      MT  (+/- 180 meters Scaled)
 LX0201
 LX0201                          SUPERSEDED SURVEY CONTROL
 LX0201
 LX0201  NGVD 29 (??/??/92)   15.904  (m)           52.18   (f) ADJ UNCH    2 0
 LX0201
 LX0201.Superseded values are not recommended for survey control.
 LX0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0201.See file dsdata.txt to determine how the superseded data were derived.
 LX0201
 LX0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL091940(NAD 83)
 LX0201_MARKER: DB = BENCH MARK DISK
 LX0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0201_SP_SET: PIER
 LX0201_STAMPING: M 16 1935
 LX0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0201
 LX0201  HISTORY     - Date     Condition        Report By
 LX0201  HISTORY     - 1935     MONUMENTED       CGS
 LX0201  HISTORY     - 1951     GOOD             NGS
 LX0201  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0201  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX0201
 LX0201                          STATION DESCRIPTION
 LX0201
 LX0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0201'3.7 MI S FROM HIGGANUM.
 LX0201'3.7 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0201'RAILROAD FROM THE STATION AT HIGGANUM, MIDDLESEX COUNTY, AT
 LX0201'TIMBER BRIDGE 17.63, IN THE TOP OF THE SOUTH END OF THE WEST
 LX0201'MASONRY PIER, 9 FEET WEST OF THE CENTERLINE OF THE TRACK, AND
 LX0201'ABOUT 1 FOOT HIGHER THAN THE TRACK.
 LX0201
 LX0201                          STATION RECOVERY (1951)
 LX0201
 LX0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LX0201'RECOVERED IN GOOD CONDITION.
 LX0201
 LX0201                          STATION RECOVERY (1972)
 LX0201
 LX0201'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0201'MARK NOT FOUND.
 LX0201
 LX0201                          STATION RECOVERY (1990)
 LX0201
 LX0201'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0707 ***********************************************************************
 LX0707  DESIGNATION -  M 17
 LX0707  PID         -  LX0707
 LX0707  STATE/COUNTY-  CT/LITCHFIELD
 LX0707  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0707
 LX0707                         *CURRENT SURVEY CONTROL
 LX0707  ___________________________________________________________________
 LX0707* NAD 83(1986)-  41 56 08.     (N)    073 21 37.     (W)     SCALED    
 LX0707* NAVD 88     -       174.869  (meters)     573.72   (feet)  ADJUSTED  
 LX0707  ___________________________________________________________________
 LX0707  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0707  DYNAMIC HT  -         174.808 (meters)     573.52  (feet)  COMP
 LX0707  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 LX0707
 LX0707  VERT ORDER  -  FIRST     CLASS II
 LX0707
 LX0707.The horizontal coordinates were scaled from a topographic map and have
 LX0707.an estimated accuracy of +/- 6 seconds.
 LX0707
 LX0707.The orthometric height was determined by differential leveling
 LX0707.and adjusted by the National Geodetic Survey in June 1991..
 LX0707
 LX0707.The geoid height was determined by GEOID03.
 LX0707
 LX0707.The dynamic height is computed by dividing the NAVD 88
 LX0707.geopotential number by the normal gravity value computed on the
 LX0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0707.degrees latitude (g = 980.6199 gals.).
 LX0707
 LX0707.The modeled gravity was interpolated from observed gravity values.
 LX0707
 LX0707;                    North         East    Units  Estimated Accuracy
 LX0707;SPC CT       -   274,990.      254,190.      MT  (+/- 180 meters Scaled)
 LX0707
 LX0707                          SUPERSEDED SURVEY CONTROL
 LX0707
 LX0707  NGVD 29 (??/??/92)  175.087  (m)          574.43   (f) ADJ UNCH    1 2
 LX0707
 LX0707.Superseded values are not recommended for survey control.
 LX0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0707.See file dsdata.txt to determine how the superseded data were derived.
 LX0707
 LX0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM359439(NAD 83)
 LX0707_MARKER: DB = BENCH MARK DISK
 LX0707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0707_STAMPING: M 17 1935
 LX0707_MARK LOGO: CGS   
 LX0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0707
 LX0707  HISTORY     - Date     Condition        Report By
 LX0707  HISTORY     - 1935     MONUMENTED       CGS
 LX0707  HISTORY     - 1972     GOOD             CTGS
 LX0707  HISTORY     - 1984     GOOD             NGS
 LX0707  HISTORY     - 1985     GOOD             NGS
 LX0707
 LX0707                          STATION DESCRIPTION
 LX0707
 LX0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0707'AT LIMEROCK.
 LX0707'AT LIMEROCK, LITCHFIELD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0707'AND HARTFORD RAILROAD, 600 FEET NORTH OF THE STATION, AT THE
 LX0707'90-FOOT CONCRETE BRIDGE (THE OVERHEAD CROSSING OF U.S. HIGHWAY 7),
 LX0707'IN THE SOUTH END OF THE EAST PIER, 20 FEET EAST OF THE EAST
 LX0707'RAIL, AND 5 FEET HIGHER THAN THE RAIL.  A STANDARD DISK,
 LX0707'STAMPED M 17 1935.
 LX0707
 LX0707                          STATION RECOVERY (1972)
 LX0707
 LX0707'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0707'RECOVERED IN GOOD CONDITION.
 LX0707
 LX0707                          STATION RECOVERY (1984)
 LX0707
 LX0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0707'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 0.7 KM
 LX0707'(0.45 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN CANAAN,
 LX0707'THENCE 11.7 KM (7.3 MI) SOUTH ALONG U.S. HIGHWAY 7 TO AN UNDERPASS
 LX0707'OF AN ABANDONED RAILROAD AND THE MARK BELOW, IN TOP OF THE SOUTH
 LX0707'END OF THE EAST PIER OF THE UNDERPASS, 6.10 METERS (20.0 FT) EAST OF
 LX0707'THE EAST RAIL, 0.6 METER (2.1 FT) NORTH OF THE SOUTH END OF THE PIER.
 LX0707'THE MARK IS 1.5 M ABOVE TRACKS.
 LX0707
 LX0707                          STATION RECOVERY (1985)
 LX0707
 LX0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0727 ***********************************************************************
 LX0727  DESIGNATION -  M 19
 LX0727  PID         -  LX0727
 LX0727  STATE/COUNTY-  CT/LITCHFIELD
 LX0727  USGS QUAD   -  NEW HARTFORD (1984)
 LX0727
 LX0727                         *CURRENT SURVEY CONTROL
 LX0727  ___________________________________________________________________
 LX0727* NAD 83(1986)-  41 54 14.     (N)    072 59 57.     (W)     SCALED    
 LX0727* NAVD 88     -       169.115  (meters)     554.84   (feet)  ADJUSTED  
 LX0727  ___________________________________________________________________
 LX0727  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX0727  DYNAMIC HT  -         169.063 (meters)     554.67  (feet)  COMP
 LX0727  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 LX0727
 LX0727  VERT ORDER  -  SECOND    CLASS 0
 LX0727
 LX0727.The horizontal coordinates were scaled from a topographic map and have
 LX0727.an estimated accuracy of +/- 6 seconds.
 LX0727
 LX0727.The orthometric height was determined by differential leveling
 LX0727.and adjusted by the National Geodetic Survey in June 1991..
 LX0727
 LX0727.The geoid height was determined by GEOID03.
 LX0727
 LX0727.The dynamic height is computed by dividing the NAVD 88
 LX0727.geopotential number by the normal gravity value computed on the
 LX0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0727.degrees latitude (g = 980.6199 gals.).
 LX0727
 LX0727.The modeled gravity was interpolated from observed gravity values.
 LX0727
 LX0727;                    North         East    Units  Estimated Accuracy
 LX0727;SPC CT       -   271,330.      284,130.      MT  (+/- 180 meters Scaled)
 LX0727
 LX0727                          SUPERSEDED SURVEY CONTROL
 LX0727
 LX0727.No superseded survey control is available for this station.
 LX0727
 LX0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM659410(NAD 83)
 LX0727_MARKER: DB = BENCH MARK DISK
 LX0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0727_SP_SET: ABUTMENT
 LX0727_STAMPING: M 19 1935
 LX0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0727
 LX0727  HISTORY     - Date     Condition        Report By
 LX0727  HISTORY     - 1935     MONUMENTED       CGS
 LX0727
 LX0727                          STATION DESCRIPTION
 LX0727
 LX0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0727'4.6 MI E FROM WINSTED.
 LX0727'4.6 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0727'FROM THE STATION AT WINSTED, LITCHFIELD COUNTY, 2.1 MILES
 LX0727'NORTHWEST OF NEW HARTFORD, OPPOSITE THE OLD PLEASANT VALLEY
 LX0727'TEA ROOM ON U.S. HIGHWAY 44, AT 30-FOOT-SPAN GIRDER BRIDGE 30.81
 LX0727'OVER A SMALL STREAM AND A PRIVATE ROAD, IN THE NORTHEAST SIDE OF
 LX0727'THE SOUTHEAST ABUTMENT, 3 FEET NORTH OF THE OLD ROADBED, AND
 LX0727'ABOUT 3 FEET LOWER THAN THE ROADBED.  A STANDARD DISK, STAMPED
 LX0727'M 19 1935.  NOTE-- MILEPOSTS, RAILS AND BRIDGE DECK HAVE BEEN
 LX0727'REMOVED.  BENCH MARK WAS NOT EXAMINED BECAUSE IT IS NOT EASILY
 LX0727'ACCESSIBLE FROM THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0839 ***********************************************************************
 LX0839  DESIGNATION -  M 2
 LX0839  PID         -  LX0839
 LX0839  STATE/COUNTY-  CT/FAIRFIELD
 LX0839  USGS QUAD   -  BRIDGEPORT (1984)
 LX0839
 LX0839                         *CURRENT SURVEY CONTROL
 LX0839  ___________________________________________________________________
 LX0839* NAD 83(1986)-  41 10 43.     (N)    073 12 35.     (W)     SCALED    
 LX0839* NAVD 88     -         8.282  (meters)      27.17   (feet)  ADJUSTED  
 LX0839  ___________________________________________________________________
 LX0839  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0839  DYNAMIC HT  -           8.279 (meters)      27.16  (feet)  COMP
 LX0839  MODELED GRAV-     980,299.1   (mgal)                       NAVD 88
 LX0839
 LX0839  VERT ORDER  -  FIRST     CLASS I
 LX0839
 LX0839.The horizontal coordinates were scaled from a topographic map and have
 LX0839.an estimated accuracy of +/- 6 seconds.
 LX0839
 LX0839.The orthometric height was determined by differential leveling
 LX0839.and adjusted by the National Geodetic Survey in June 1991..
 LX0839
 LX0839.The geoid height was determined by GEOID03.
 LX0839
 LX0839.The dynamic height is computed by dividing the NAVD 88
 LX0839.geopotential number by the normal gravity value computed on the
 LX0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0839.degrees latitude (g = 980.6199 gals.).
 LX0839
 LX0839.The modeled gravity was interpolated from observed gravity values.
 LX0839
 LX0839;                    North         East    Units  Estimated Accuracy
 LX0839;SPC CT       -   190,850.      266,230.      MT  (+/- 180 meters Scaled)
 LX0839
 LX0839                          SUPERSEDED SURVEY CONTROL
 LX0839
 LX0839  NGVD 29 (??/??/92)    8.617  (m)           28.27   (f) ADJ UNCH    1 1
 LX0839
 LX0839.Superseded values are not recommended for survey control.
 LX0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0839.See file dsdata.txt to determine how the superseded data were derived.
 LX0839
 LX0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL501601(NAD 83)
 LX0839_MARKER: DB = BENCH MARK DISK
 LX0839_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0839_STAMPING: ELEV 28.271 FT M 2 1922
 LX0839_MARK LOGO: CGS   
 LX0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0839+STABILITY: SURFACE MOTION
 LX0839
 LX0839  HISTORY     - Date     Condition        Report By
 LX0839  HISTORY     - 1922     MONUMENTED       CGS
 LX0839  HISTORY     - 1965     GOOD             NGS
 LX0839  HISTORY     - 1985     GOOD             NGS
 LX0839
 LX0839                          STATION DESCRIPTION
 LX0839
 LX0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0839'AT BRIDGEPORT.
 LX0839'AT BRIDGEPORT, ALONG LINWOOD AVENUE, ABOUT MIDWAY BETWEEN LAUREL
 LX0839'AND WOOD AVENUES, SET VERTICALLY IN THE SOUTH FACE OF THE
 LX0839'SOUTHWEST CORNER OF THE STONE FOUNDATION TO THE FRONT (SOUTH)
 LX0839'PORTION OF THE JUNIOR HIGH SCHOOL (A RED BRICK BUILDING), 2.9
 LX0839'FEET WEST OF THE WEST EDGE OF THE SOUTH ENTRANCE TO BUILDING,
 LX0839'0.8 FOOT EAST OF THE SOUTHWEST CORNER OF THE SOUTH PORTION OF
 LX0839'THE BUILDING, 10.8 FEET NORTH OF THE NORTH CURB LINE OF THE
 LX0839'AVENUE, 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND ABOUT 0.2
 LX0839'FOOT ABOVE THE BLACK TOP SIDEWALK ALONG BUILDING.
 LX0839
 LX0839                          STATION RECOVERY (1985)
 LX0839
 LX0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0839'RECOVERED IN GOOD CONDITION, THE BUILDING IS BEING RENNOVATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0774 ***********************************************************************
 LX0774  DESIGNATION -  M 32
 LX0774  PID         -  LX0774
 LX0774  STATE/COUNTY-  CT/FAIRFIELD
 LX0774  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0774
 LX0774                         *CURRENT SURVEY CONTROL
 LX0774  ___________________________________________________________________
 LX0774* NAD 83(1986)-  41 04 24.     (N)    073 28 26.     (W)     SCALED    
 LX0774* NAVD 88     -        19.280  (meters)      63.25   (feet)  ADJUSTED  
 LX0774  ___________________________________________________________________
 LX0774  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX0774  DYNAMIC HT  -          19.274 (meters)      63.23  (feet)  COMP
 LX0774  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 LX0774
 LX0774  VERT ORDER  -  FIRST     CLASS I
 LX0774
 LX0774.The horizontal coordinates were scaled from a topographic map and have
 LX0774.an estimated accuracy of +/- 6 seconds.
 LX0774
 LX0774.The orthometric height was determined by differential leveling
 LX0774.and adjusted by the National Geodetic Survey in June 1991..
 LX0774
 LX0774.The geoid height was determined by GEOID03.
 LX0774
 LX0774.The dynamic height is computed by dividing the NAVD 88
 LX0774.geopotential number by the normal gravity value computed on the
 LX0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0774.degrees latitude (g = 980.6199 gals.).
 LX0774
 LX0774.The modeled gravity was interpolated from observed gravity values.
 LX0774
 LX0774;                    North         East    Units  Estimated Accuracy
 LX0774;SPC CT       -   179,310.      243,960.      MT  (+/- 180 meters Scaled)
 LX0774
 LX0774                          SUPERSEDED SURVEY CONTROL
 LX0774
 LX0774  NGVD 29 (??/??/92)   19.619  (m)           64.37   (f) ADJ UNCH    1 1
 LX0774
 LX0774.Superseded values are not recommended for survey control.
 LX0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0774.See file dsdata.txt to determine how the superseded data were derived.
 LX0774
 LX0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL282480(NAD 83)
 LX0774_MARKER: DB = BENCH MARK DISK
 LX0774_SETTING: 66 = SET IN ROCK OUTCROP
 LX0774_SP_SET: ROCK OUTCROP
 LX0774_STAMPING: M 32 1965
 LX0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0774+STABILITY: POSITION/ELEVATION WELL
 LX0774
 LX0774  HISTORY     - Date     Condition        Report By
 LX0774  HISTORY     - 1965     MONUMENTED       CGS
 LX0774  HISTORY     - 1983     GOOD             NGS
 LX0774  HISTORY     - 1984     GOOD             USPSQD
 LX0774
 LX0774                          STATION DESCRIPTION
 LX0774
 LX0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0774'AT DARIEN.
 LX0774'AT DARIEN, ABOUT 0.35 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM
 LX0774'THE NY, NH AND H RAILROAD OVERPASS AT DARIEN, NEAR THE
 LX0774'INTERSECTION OF THE HIGHWAY AND THE CONNECTICUT TURNPIKE, 287
 LX0774'FEET EAST OF ALONG THE EAST SIDE OF THE TURNPIKE FROM THE EAST
 LX0774'END OF THE OVERPASS OVER U.S. HIGHWAY 1, SET ON THE TOP OF AN
 LX0774'11-BY-4-FOOT OUTCROP, AT AN EXIT OF THE TURNPIKE, 170 FEET
 LX0774'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY MEASURED AT THE
 LX0774'JUNCTION OF THE HIGHWAY AND LEROY AVENUE AND ABOUT 14 FEET
 LX0774'ABOVE THE LEVEL OF THE HIGHWAY.
 LX0774
 LX0774                          STATION RECOVERY (1983)
 LX0774
 LX0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0774'RECOVERED IN GOOD CONDITION.
 LX0774
 LX0774                          STATION RECOVERY (1984)
 LX0774
 LX0774'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0826 ***********************************************************************
 LX0826  DESIGNATION -  M 33
 LX0826  PID         -  LX0826
 LX0826  STATE/COUNTY-  CT/FAIRFIELD
 LX0826  USGS QUAD   -  WESTPORT (1975)
 LX0826
 LX0826                         *CURRENT SURVEY CONTROL
 LX0826  ___________________________________________________________________
 LX0826* NAD 83(1986)-  41 08 23.     (N)    073 16 26.     (W)     SCALED    
 LX0826* NAVD 88     -         3.985  (meters)      13.07   (feet)  ADJUSTED  
 LX0826  ___________________________________________________________________
 LX0826  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0826  DYNAMIC HT  -           3.983 (meters)      13.07  (feet)  COMP
 LX0826  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LX0826
 LX0826  VERT ORDER  -  FIRST     CLASS I
 LX0826
 LX0826.The horizontal coordinates were scaled from a topographic map and have
 LX0826.an estimated accuracy of +/- 6 seconds.
 LX0826
 LX0826.The orthometric height was determined by differential leveling
 LX0826.and adjusted by the National Geodetic Survey in June 1991..
 LX0826
 LX0826.The geoid height was determined by GEOID03.
 LX0826
 LX0826.The dynamic height is computed by dividing the NAVD 88
 LX0826.geopotential number by the normal gravity value computed on the
 LX0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0826.degrees latitude (g = 980.6199 gals.).
 LX0826
 LX0826.The modeled gravity was interpolated from observed gravity values.
 LX0826
 LX0826;                    North         East    Units  Estimated Accuracy
 LX0826;SPC CT       -   186,560.      260,820.      MT  (+/- 180 meters Scaled)
 LX0826
 LX0826                          SUPERSEDED SURVEY CONTROL
 LX0826
 LX0826  NGVD 29 (??/??/92)    4.316  (m)           14.16   (f) ADJ UNCH    1 1
 LX0826
 LX0826.Superseded values are not recommended for survey control.
 LX0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0826.See file dsdata.txt to determine how the superseded data were derived.
 LX0826
 LX0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL448557(NAD 83)
 LX0826_MARKER: DB = BENCH MARK DISK
 LX0826_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0826_SP_SET: ABUTMENT
 LX0826_STAMPING: M 33 1965
 LX0826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0826
 LX0826  HISTORY     - Date     Condition        Report By
 LX0826  HISTORY     - 1965     MONUMENTED       CGS
 LX0826  HISTORY     - 1983     GOOD             USPSQD
 LX0826  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0826
 LX0826                          STATION DESCRIPTION
 LX0826
 LX0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0826'AT FAIRFIELD.
 LX0826'AT FAIRFIELD, ABOUT U.05 MILES WEST ALONG U.S. HIGHWAY 1 FROM
 LX0826'THE POST OFFICE AT FAIRFIELD, SET ON THE TOP OF THE NORTH END
 LX0826'OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER MILL RIVER, 30
 LX0826'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF
 LX0826'THE NORTH FACE OF THE NORTH GUARD RAIL OF THE BRIDGE AND ABOUT
 LX0826'LEVEL WITH THE HIGHWAY.
 LX0826
 LX0826                          STATION RECOVERY (1983)
 LX0826
 LX0826'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0826'RECOVERED IN GOOD CONDITION.
 LX0826
 LX0826                          STATION RECOVERY (1988)
 LX0826
 LX0826'RECOVERY NOTE BY US POWER SQUADRON 1988 (RWE)
 LX0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0916 ***********************************************************************
 LX0916  DESIGNATION -  M 34
 LX0916  PID         -  LX0916
 LX0916  STATE/COUNTY-  CT/NEW HAVEN
 LX0916  USGS QUAD   -  ANSONIA (1984)
 LX0916
 LX0916                         *CURRENT SURVEY CONTROL
 LX0916  ___________________________________________________________________
 LX0916* NAD 83(1986)-  41 15 51.     (N)    073 00 16.     (W)     SCALED    
 LX0916* NAVD 88     -        20.159  (meters)      66.14   (feet)  ADJUSTED  
 LX0916  ___________________________________________________________________
 LX0916  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX0916  DYNAMIC HT  -          20.152 (meters)      66.12  (feet)  COMP
 LX0916  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX0916
 LX0916  VERT ORDER  -  FIRST     CLASS I
 LX0916
 LX0916.The horizontal coordinates were scaled from a topographic map and have
 LX0916.an estimated accuracy of +/- 6 seconds.
 LX0916
 LX0916.The orthometric height was determined by differential leveling
 LX0916.and adjusted by the National Geodetic Survey in June 1991..
 LX0916
 LX0916.The geoid height was determined by GEOID03.
 LX0916
 LX0916.The dynamic height is computed by dividing the NAVD 88
 LX0916.geopotential number by the normal gravity value computed on the
 LX0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0916.degrees latitude (g = 980.6199 gals.).
 LX0916
 LX0916.The modeled gravity was interpolated from observed gravity values.
 LX0916
 LX0916;                    North         East    Units  Estimated Accuracy
 LX0916;SPC CT       -   200,280.      283,480.      MT  (+/- 180 meters Scaled)
 LX0916
 LX0916                          SUPERSEDED SURVEY CONTROL
 LX0916
 LX0916  NGVD 29 (??/??/92)   20.48   (m)           67.2    (f) COMPUTED    1 1
 LX0916
 LX0916.Superseded values are not recommended for survey control.
 LX0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0916.See file dsdata.txt to determine how the superseded data were derived.
 LX0916
 LX0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL671700(NAD 83)
 LX0916_MARKER: DB = BENCH MARK DISK
 LX0916_SETTING: 66 = SET IN ROCK OUTCROP
 LX0916_SP_SET: ROCK LEDGE
 LX0916_STAMPING: M 34 1965
 LX0916_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0916+STABILITY: POSITION/ELEVATION WELL
 LX0916
 LX0916  HISTORY     - Date     Condition        Report By
 LX0916  HISTORY     - 1965     MONUMENTED       CGS
 LX0916  HISTORY     - 1985     GOOD             USPSQD
 LX0916
 LX0916                          STATION DESCRIPTION
 LX0916
 LX0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0916'2 MI NE FROM MILFORD.
 LX0916'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE PARCEL POST
 LX0916'STATION POST OFFICE AT MILFORD, ABOUT 0.1 MILE NORTHEAST OF THE
 LX0916'INTERSECTION OF LAMBERT ROAD AT ORANGE, ABOUT 65 YARDS SOUTHWEST
 LX0916'OF THE WEST CORNER OF AN 18-FOOT CONCRETE BRIDGE OVER A SMALL
 LX0916'STREAM, SET ON THE TOP OF A ROCK LEDGE WHICH IS ABOUT 20 FEET
 LX0916'LONG AND 4 FEET HIGH AT THE HIGHEST POINT, 79 FEET NORTHWEST
 LX0916'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A 1 1/2
 LX0916'FOOT VERTICAL WALL ON THE LEDGE AND ABOUT 5 FEET ABOVE THE
 LX0916'LEVEL OF THE HIGHWAY.
 LX0916
 LX0916                          STATION RECOVERY (1985)
 LX0916
 LX0916'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0917 ***********************************************************************
 LX0917  DESIGNATION -  M 34 RESET
 LX0917  PID         -  LX0917
 LX0917  STATE/COUNTY-  CT/NEW HAVEN
 LX0917  USGS QUAD   -  ANSONIA (1984)
 LX0917
 LX0917                         *CURRENT SURVEY CONTROL
 LX0917  ___________________________________________________________________
 LX0917* NAD 83(1986)-  41 15 51.     (N)    073 00 16.     (W)     SCALED    
 LX0917* NAVD 88     -        19.005  (meters)      62.35   (feet)  ADJUSTED  
 LX0917  ___________________________________________________________________
 LX0917  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX0917  DYNAMIC HT  -          18.999 (meters)      62.33  (feet)  COMP
 LX0917  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX0917
 LX0917  VERT ORDER  -  FIRST     CLASS I
 LX0917
 LX0917.The horizontal coordinates were scaled from a topographic map and have
 LX0917.an estimated accuracy of +/- 6 seconds.
 LX0917
 LX0917.The orthometric height was determined by differential leveling
 LX0917.and adjusted by the National Geodetic Survey in June 1991..
 LX0917
 LX0917.The geoid height was determined by GEOID03.
 LX0917
 LX0917.The dynamic height is computed by dividing the NAVD 88
 LX0917.geopotential number by the normal gravity value computed on the
 LX0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0917.degrees latitude (g = 980.6199 gals.).
 LX0917
 LX0917.The modeled gravity was interpolated from observed gravity values.
 LX0917
 LX0917;                    North         East    Units  Estimated Accuracy
 LX0917;SPC CT       -   200,280.      283,480.      MT  (+/- 180 meters Scaled)
 LX0917
 LX0917                          SUPERSEDED SURVEY CONTROL
 LX0917
 LX0917  NGVD 29 (??/??/92)   19.33   (m)           63.4    (f) COMPUTED    1 1
 LX0917
 LX0917.Superseded values are not recommended for survey control.
 LX0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0917.See file dsdata.txt to determine how the superseded data were derived.
 LX0917
 LX0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL671700(NAD 83)
 LX0917_MARKER: DB = BENCH MARK DISK
 LX0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0917_SP_SET: BRIDGE
 LX0917_STAMPING: M 34 RESET 1965
 LX0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0917
 LX0917  HISTORY     - Date     Condition        Report By
 LX0917  HISTORY     - 1965     MONUMENTED       CGS
 LX0917  HISTORY     - 1985     GOOD             USPSQD
 LX0917  HISTORY     - 1988     GOOD             USPSQD
 LX0917
 LX0917                          STATION DESCRIPTION
 LX0917
 LX0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0917'2 MI NE FROM MILFORD.
 LX0917'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE PARCEL POST
 LX0917'STATION POST OFFICE AT MILFORD, ABOUT 0.15 MILE NORTHEAST
 LX0917'OF THE INTERSECTION OF THE HIGHWAY AND LAMBERT ROAD, SET ON
 LX0917'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD
 LX0917'WALL OF A 19-FOOT LONG BRIDGE FOR A SMALL STREAM, 23 1/2
 LX0917'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST
 LX0917'OF POWER LINE POLE NO. 977, 0.5 FOOT NORTHEAST OF THE SOUTHWEST
 LX0917'END OF THE HEAD WALL AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LX0917'AT THE SMALL COMMUNITY OF ORANGE.
 LX0917
 LX0917                          STATION RECOVERY (1985)
 LX0917
 LX0917'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0917'RECOVERED IN GOOD CONDITION.
 LX0917
 LX0917                          STATION RECOVERY (1988)
 LX0917
 LX0917'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0420 ***********************************************************************
 LX0420  DESIGNATION -  M 35
 LX0420  PID         -  LX0420
 LX0420  STATE/COUNTY-  CT/NEW HAVEN
 LX0420  USGS QUAD   -  BRANFORD (1984)
 LX0420
 LX0420                         *CURRENT SURVEY CONTROL
 LX0420  ___________________________________________________________________
 LX0420* NAD 83(1986)-  41 16 29.     (N)    072 45 22.     (W)     SCALED    
 LX0420* NAVD 88     -        20.641  (meters)      67.72   (feet)  ADJUSTED  
 LX0420  ___________________________________________________________________
 LX0420  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX0420  DYNAMIC HT  -          20.635 (meters)      67.70  (feet)  COMP
 LX0420  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 LX0420
 LX0420  VERT ORDER  -  FIRST     CLASS I
 LX0420
 LX0420.The horizontal coordinates were scaled from a topographic map and have
 LX0420.an estimated accuracy of +/- 6 seconds.
 LX0420
 LX0420.The orthometric height was determined by differential leveling
 LX0420.and adjusted by the National Geodetic Survey in June 1991..
 LX0420
 LX0420.The geoid height was determined by GEOID03.
 LX0420
 LX0420.The dynamic height is computed by dividing the NAVD 88
 LX0420.geopotential number by the normal gravity value computed on the
 LX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0420.degrees latitude (g = 980.6199 gals.).
 LX0420
 LX0420.The modeled gravity was interpolated from observed gravity values.
 LX0420
 LX0420;                    North         East    Units  Estimated Accuracy
 LX0420;SPC CT       -   201,420.      304,290.      MT  (+/- 180 meters Scaled)
 LX0420
 LX0420                          SUPERSEDED SURVEY CONTROL
 LX0420
 LX0420  NGVD 29 (??/??/92)   20.950  (m)           68.73   (f) ADJ UNCH    1 1
 LX0420
 LX0420.Superseded values are not recommended for survey control.
 LX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0420.See file dsdata.txt to determine how the superseded data were derived.
 LX0420
 LX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL879716(NAD 83)
 LX0420_MARKER: DB = BENCH MARK DISK
 LX0420_SETTING: 66 = SET IN ROCK OUTCROP
 LX0420_SP_SET: ROCK LEDGE
 LX0420_STAMPING: M 35 1965
 LX0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0420+STABILITY: POSITION/ELEVATION WELL
 LX0420
 LX0420  HISTORY     - Date     Condition        Report By
 LX0420  HISTORY     - 1965     MONUMENTED       CGS
 LX0420  HISTORY     - 19910316 GOOD             USPSQD
 LX0420
 LX0420                          STATION DESCRIPTION
 LX0420
 LX0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0420'AT STONY CREEK.
 LX0420'AT STONY CREEK, AT THE JUNCTION OF LEETES ISLAND ROAD AND
 LX0420'THIMBLE ISLAND ROAD, SET IN THE TOP OF A LEDGE OF ROCK WHICH
 LX0420'IS 2 FEET WIDE, 21 FEET NORTHWEST OF THE WEST CORNER OF A
 LX0420'ROCK POST AT THE WEST CORNER OF A CEMETERY, 22 1/2 FEET NORTHEAST
 LX0420'OF THE CENTER LINE OF LEETES ISLAND ROAD (STATE HIGHWAY 146) AND
 LX0420'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 LX0420
 LX0420                          STATION RECOVERY (1991)
 LX0420
 LX0420'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0438 ***********************************************************************
 LX0438  DESIGNATION -  M 36
 LX0438  PID         -  LX0438
 LX0438  STATE/COUNTY-  CT/NEW HAVEN
 LX0438  USGS QUAD   -  GUILFORD (1984)
 LX0438
 LX0438                         *CURRENT SURVEY CONTROL
 LX0438  ___________________________________________________________________
 LX0438* NAD 83(1986)-  41 17 17.     (N)    072 39 29.     (W)     SCALED    
 LX0438* NAVD 88     -        26.081  (meters)      85.57   (feet)  ADJUSTED  
 LX0438  ___________________________________________________________________
 LX0438  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0438  DYNAMIC HT  -          26.072 (meters)      85.54  (feet)  COMP
 LX0438  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 LX0438
 LX0438  VERT ORDER  -  FIRST     CLASS I
 LX0438
 LX0438.The horizontal coordinates were scaled from a topographic map and have
 LX0438.an estimated accuracy of +/- 6 seconds.
 LX0438
 LX0438.The orthometric height was determined by differential leveling
 LX0438.and adjusted by the National Geodetic Survey in June 1991..
 LX0438
 LX0438.The geoid height was determined by GEOID03.
 LX0438
 LX0438.The dynamic height is computed by dividing the NAVD 88
 LX0438.geopotential number by the normal gravity value computed on the
 LX0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0438.degrees latitude (g = 980.6199 gals.).
 LX0438
 LX0438.The modeled gravity was interpolated from observed gravity values.
 LX0438
 LX0438;                    North         East    Units  Estimated Accuracy
 LX0438;SPC CT       -   202,910.      312,500.      MT  (+/- 180 meters Scaled)
 LX0438
 LX0438                          SUPERSEDED SURVEY CONTROL
 LX0438
 LX0438  NGVD 29 (??/??/92)   26.387  (m)           86.57   (f) ADJ UNCH    1 1
 LX0438
 LX0438.Superseded values are not recommended for survey control.
 LX0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0438.See file dsdata.txt to determine how the superseded data were derived.
 LX0438
 LX0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL961733(NAD 83)
 LX0438_MARKER: DB = BENCH MARK DISK
 LX0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0438_SP_SET: ABUTMENT
 LX0438_STAMPING: M 36 1965
 LX0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0438
 LX0438  HISTORY     - Date     Condition        Report By
 LX0438  HISTORY     - 1965     MONUMENTED       CGS
 LX0438  HISTORY     - 19910317 GOOD             USPSQD
 LX0438
 LX0438                          STATION DESCRIPTION
 LX0438
 LX0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0438'1.4 MI E FROM GUILFORD.
 LX0438'1.3 MILES EAST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE
 LX0438'AT GUILFORD, THENCE 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 1,
 LX0438'ABOUT 100 YARDS NORTH OF THE JUNCTION OF THE HIGHWAY AND
 LX0438'TANNER MARSH ROAD, SET ON THE TOP OF THE SOUTH END OF THE
 LX0438'EAST CONCRETE GUARD RAIL BASE OF THE TANNER MARSH ROAD
 LX0438'OVERPASS OVER THE CONNECTICUT TURNPIKE, 24 FEET EAST OF THE
 LX0438'CENTER LINE OF THE ROAD, 11 1/2 FEET NORTH OF THE SOUTH END
 LX0438'OF THE GUARD RAIL BASE, DIRECTLY OVER THE EAST END OF THE
 LX0438'SOUTH ABUTMENT AND 1 FOOT ABOVE THE LEVEL OF THE ROADWAY.
 LX0438
 LX0438                          STATION RECOVERY (1991)
 LX0438
 LX0438'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0090 ***********************************************************************
 LX0090  DESIGNATION -  M 37
 LX0090  PID         -  LX0090
 LX0090  STATE/COUNTY-  CT/MIDDLESEX
 LX0090  USGS QUAD   -  OLD LYME (1976)
 LX0090
 LX0090                         *CURRENT SURVEY CONTROL
 LX0090  ___________________________________________________________________
 LX0090* NAD 83(1986)-  41 17 02.     (N)    072 21 00.     (W)     SCALED    
 LX0090* NAVD 88     -         1.423  (meters)       4.67   (feet)  ADJUSTED  
 LX0090  ___________________________________________________________________
 LX0090  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX0090  DYNAMIC HT  -           1.422 (meters)       4.67  (feet)  COMP
 LX0090  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LX0090
 LX0090  VERT ORDER  -  FIRST     CLASS I
 LX0090
 LX0090.The horizontal coordinates were scaled from a topographic map and have
 LX0090.an estimated accuracy of +/- 6 seconds.
 LX0090
 LX0090.The orthometric height was determined by differential leveling
 LX0090.and adjusted by the National Geodetic Survey in June 1991..
 LX0090
 LX0090.The geoid height was determined by GEOID03.
 LX0090
 LX0090.The dynamic height is computed by dividing the NAVD 88
 LX0090.geopotential number by the normal gravity value computed on the
 LX0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0090.degrees latitude (g = 980.6199 gals.).
 LX0090
 LX0090.The modeled gravity was interpolated from observed gravity values.
 LX0090
 LX0090;                    North         East    Units  Estimated Accuracy
 LX0090;SPC CT       -   202,520.      338,310.      MT  (+/- 180 meters Scaled)
 LX0090
 LX0090                          SUPERSEDED SURVEY CONTROL
 LX0090
 LX0090  NGVD 29 (??/??/92)    1.732  (m)            5.68   (f) ADJ UNCH    1 1
 LX0090
 LX0090.Superseded values are not recommended for survey control.
 LX0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0090.See file dsdata.txt to determine how the superseded data were derived.
 LX0090
 LX0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL219736(NAD 83)
 LX0090_MARKER: DB = BENCH MARK DISK
 LX0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0090_SP_SET: ANCHOR BIT
 LX0090_STAMPING: M 37 1965
 LX0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0090
 LX0090  HISTORY     - Date     Condition        Report By
 LX0090  HISTORY     - 1965     MONUMENTED       CGS
 LX0090  HISTORY     - 1983     GOOD             USPSQD
 LX0090  HISTORY     - 1988     GOOD             USPSQD
 LX0090  HISTORY     - 1988     GOOD             USPSQD
 LX0090  HISTORY     - 1989     GOOD             USPSQD
 LX0090  HISTORY     - 19970118 GOOD             USPSQD
 LX0090  HISTORY     - 20010227 POOR             USPSQD
 LX0090
 LX0090                          STATION DESCRIPTION
 LX0090
 LX0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0090'1.7 MI SE FROM OLD SAYBROOK.
 LX0090'ABOUT 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE TOWN
 LX0090'HALL AT OLD SAYBROOK, THENCE 0.1 MILE EAST ALONG A BLACK TOP
 LX0090'ROAD, AT SAYBROOK POINT, AT THE NORTHWEST CORNER OF THE OLD FERRY
 LX0090'LANDING SITE, SET ON THE TOP OF THE SOUTHEAST CORNER OF THE
 LX0090'ANCHOR BIT FOR THE OLD FERRY, 54 FEET SOUTH OF THE CENTER LINE OF
 LX0090'THE ROAD, 9 FEET NORTHEAST OF THE NORTHEAST END OF A WOODEN
 LX0090'SEA WALL ALONG THE EAST SIDE OF THE PARKING AREA FOR THE TERRA
 LX0090'MAR RESTAURANT AND YACHT BASIN AND ABOUT LEVEL WITH THE ROAD.
 LX0090
 LX0090                          STATION RECOVERY (1983)
 LX0090
 LX0090'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0090'RECOVERED IN GOOD CONDITION.
 LX0090
 LX0090                          STATION RECOVERY (1988)
 LX0090
 LX0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0090'RECOVERED IN GOOD CONDITION.
 LX0090
 LX0090                          STATION RECOVERY (1988)
 LX0090
 LX0090'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0090'RECOVERED IN GOOD CONDITION.
 LX0090
 LX0090                          STATION RECOVERY (1989)
 LX0090
 LX0090'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0090'RECOVERED IN GOOD CONDITION.
 LX0090
 LX0090                          STATION RECOVERY (1997)
 LX0090
 LX0090'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0090'RECOVERED IN GOOD CONDITION.
 LX0090
 LX0090                          STATION RECOVERY (2001)
 LX0090
 LX0090'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0090'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0146 ***********************************************************************
 LX0146  DESIGNATION -  M 38
 LX0146  PID         -  LX0146
 LX0146  STATE/COUNTY-  CT/NEW LONDON
 LX0146  USGS QUAD   -  NEW LONDON (1984)
 LX0146
 LX0146                         *CURRENT SURVEY CONTROL
 LX0146  ___________________________________________________________________
 LX0146* NAD 83(1986)-  41 20 32.     (N)    072 06 38.     (W)     SCALED    
 LX0146* NAVD 88     -        38.206  (meters)     125.35   (feet)  ADJUSTED  
 LX0146  ___________________________________________________________________
 LX0146  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX0146  DYNAMIC HT  -          38.192 (meters)     125.30  (feet)  COMP
 LX0146  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LX0146
 LX0146  VERT ORDER  -  FIRST     CLASS I
 LX0146
 LX0146.The horizontal coordinates were scaled from a topographic map and have
 LX0146.an estimated accuracy of +/- 6 seconds.
 LX0146
 LX0146.The orthometric height was determined by differential leveling
 LX0146.and adjusted by the National Geodetic Survey in June 1991..
 LX0146
 LX0146.The geoid height was determined by GEOID03.
 LX0146
 LX0146.The dynamic height is computed by dividing the NAVD 88
 LX0146.geopotential number by the normal gravity value computed on the
 LX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0146.degrees latitude (g = 980.6199 gals.).
 LX0146
 LX0146.The modeled gravity was interpolated from observed gravity values.
 LX0146
 LX0146;                    North         East    Units  Estimated Accuracy
 LX0146;SPC CT       -   209,110.      358,320.      MT  (+/- 180 meters Scaled)
 LX0146
 LX0146                          SUPERSEDED SURVEY CONTROL
 LX0146
 LX0146  NGVD 29 (??/??/92)   38.502  (m)          126.32   (f) ADJ UNCH    1 1
 LX0146
 LX0146.Superseded values are not recommended for survey control.
 LX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0146.See file dsdata.txt to determine how the superseded data were derived.
 LX0146
 LX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL417807(NAD 83)
 LX0146_MARKER: DB = BENCH MARK DISK
 LX0146_SETTING: 80 = SET IN A BOULDER
 LX0146_SP_SET: BOULDER
 LX0146_STAMPING: M 38 1965
 LX0146_MARK LOGO: CGS   
 LX0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0146+STABILITY: SURFACE MOTION
 LX0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0146+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0146
 LX0146  HISTORY     - Date     Condition        Report By
 LX0146  HISTORY     - 1965     MONUMENTED       CGS
 LX0146  HISTORY     - 1983     GOOD             USPSQD
 LX0146  HISTORY     - 1984     GOOD             USPSQD
 LX0146  HISTORY     - 1986     GOOD             NGS
 LX0146  HISTORY     - 1988     GOOD             USPSQD
 LX0146  HISTORY     - 1989     GOOD             USPSQD
 LX0146  HISTORY     - 19901219 GOOD             USPSQD
 LX0146  HISTORY     - 20000405 GOOD             USPSQD
 LX0146  HISTORY     - 20010415 GOOD             USPSQD
 LX0146
 LX0146                          STATION DESCRIPTION
 LX0146
 LX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0146'1.2 MI SW FROM NEW LONDON.
 LX0146'ABOUT 1.05 MILES SOUTHWEST ALONG BANK STREET AND U.S. HIGHWAY
 LX0146'1 A FROM THE CUSTOMHOUSE AT NEW LONDON, THENCE 0.2 MILE SOUTH
 LX0146'ALONG BECKWITH STREET, NEAR THE INTERSECTION OF THE STREET AND
 LX0146'WILLETS AVENUE, SET ON THE TOP OF A 6-BY-3-FOOT BURIED BOULDER,
 LX0146'165 FEET NORTH OF THE CENTER LINE OF WILLETS AVENUE, 23 FEET
 LX0146'EAST OF THE CENTER LINE OF BECKWITH STREET, 23.5 FEET SOUTHWEST
 LX0146'OF THE SOUTHWEST CORNER OF A PORCH, 3.5 FEET SOUTHWEST OF THE
 LX0146'SOUTHWEST CORNER OF A CONCRETE RETAINING WALL, 0.55 MILE EAST
 LX0146'ALONG WILLETS AVENUE FROM ITS JUNCTION WITH U.S. HIGHWAY 1 A,
 LX0146'0.65 MILE EAST OF BENCH MARK L 38 DESCRIBED AND 1 1/2 FEET
 LX0146'ABOVE THE LEVEL OF THE STREET.
 LX0146
 LX0146                          STATION RECOVERY (1983)
 LX0146
 LX0146'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0146'RECOVERED IN GOOD CONDITION.
 LX0146
 LX0146                          STATION RECOVERY (1984)
 LX0146
 LX0146'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0146'RECOVERED IN GOOD CONDITION.
 LX0146
 LX0146                          STATION RECOVERY (1986)
 LX0146
 LX0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0146'RECOVERED IN GOOD CONDITION.
 LX0146
 LX0146                          STATION RECOVERY (1988)
 LX0146
 LX0146'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0146'RECOVERED IN GOOD CONDITION.
 LX0146
 LX0146                          STATION RECOVERY (1989)
 LX0146
 LX0146'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0146'RECOVERED IN GOOD CONDITION.
 LX0146
 LX0146                          STATION RECOVERY (1990)
 LX0146
 LX0146'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0146'RECOVERED IN GOOD CONDITION.
 LX0146
 LX0146                          STATION RECOVERY (2000)
 LX0146
 LX0146'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX0146'RECOVERED IN GOOD CONDITION.
 LX0146
 LX0146                          STATION RECOVERY (2001)
 LX0146
 LX0146'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0442 ***********************************************************************
 LX0442  DESIGNATION -  M 4
 LX0442  PID         -  LX0442
 LX0442  STATE/COUNTY-  CT/NEW HAVEN
 LX0442  USGS QUAD   -  GUILFORD (1984)
 LX0442
 LX0442                         *CURRENT SURVEY CONTROL
 LX0442  ___________________________________________________________________
 LX0442* NAD 83(1986)-  41 17 02.     (N)    072 37 32.     (W)     SCALED    
 LX0442* NAVD 88     -         8.565  (meters)      28.10   (feet)  ADJUSTED  
 LX0442  ___________________________________________________________________
 LX0442  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX0442  DYNAMIC HT  -           8.562 (meters)      28.09  (feet)  COMP
 LX0442  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 LX0442
 LX0442  VERT ORDER  -  FIRST     CLASS I
 LX0442
 LX0442.The horizontal coordinates were scaled from a topographic map and have
 LX0442.an estimated accuracy of +/- 6 seconds.
 LX0442
 LX0442.The orthometric height was determined by differential leveling
 LX0442.and adjusted by the National Geodetic Survey in June 1991..
 LX0442
 LX0442.The geoid height was determined by GEOID03.
 LX0442
 LX0442.The dynamic height is computed by dividing the NAVD 88
 LX0442.geopotential number by the normal gravity value computed on the
 LX0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0442.degrees latitude (g = 980.6199 gals.).
 LX0442
 LX0442.The modeled gravity was interpolated from observed gravity values.
 LX0442
 LX0442;                    North         East    Units  Estimated Accuracy
 LX0442;SPC CT       -   202,450.      315,230.      MT  (+/- 180 meters Scaled)
 LX0442
 LX0442                          SUPERSEDED SURVEY CONTROL
 LX0442
 LX0442  NGVD 29 (??/??/92)    8.870  (m)           29.10   (f) ADJ UNCH    1 1
 LX0442
 LX0442.Superseded values are not recommended for survey control.
 LX0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0442.See file dsdata.txt to determine how the superseded data were derived.
 LX0442
 LX0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL988729(NAD 83)
 LX0442_MARKER: DB = BENCH MARK DISK
 LX0442_SETTING: 66 = SET IN ROCK OUTCROP
 LX0442_SP_SET: ROCK LEDGE
 LX0442_STAMPING: ELEV 29.101 FT M 4 1922
 LX0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0442+STABILITY: POSITION/ELEVATION WELL
 LX0442
 LX0442  HISTORY     - Date     Condition        Report By
 LX0442  HISTORY     - 1922     MONUMENTED       CGS
 LX0442  HISTORY     - 1965     GOOD             NGS
 LX0442  HISTORY     - 1974     GOOD             CTGS
 LX0442
 LX0442                          STATION DESCRIPTION
 LX0442
 LX0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0442'0.4 MI E FROM EAST RIVER.
 LX0442'0.4 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0442'FROM THE CROSSING OF U.S. HIGHWAY 1 AT EAST RIVER, ABOUT 0.15
 LX0442'MILE EAST OF A RAILROAD OVERPASS OVER MUNGERTOWN ROAD, SET ON
 LX0442'THE TOP OF A ROCK LEDGE AT THE SOUTHWEST CORNER OF A ROCK CUT,
 LX0442'8.5 FEET NORTH OF THE NORTH RAIL, 1/2 FOOT NORTHEAST OF THE
 LX0442'SOUTHWEST CORNER OF THE LEDGE AND 1 1/2 FEET ABOVE THE LEVEL OF
 LX0442'THE TRACK.
 LX0442
 LX0442                          STATION RECOVERY (1974)
 LX0442
 LX0442'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1091 ***********************************************************************
 MZ1091  DESIGNATION -  M 49
 MZ1091  PID         -  MZ1091
 MZ1091  STATE/COUNTY-  CT/HARTFORD
 MZ1091  USGS QUAD   -  
 MZ1091
 MZ1091                         *CURRENT SURVEY CONTROL
 MZ1091  ___________________________________________________________________
 MZ1091* NAD 83(1986)-  42 01 00.     (N)    072 38 25.     (W)     SCALED    
 MZ1091* NAVD 88     -        50.324  (meters)     165.10   (feet)  ADJUSTED  
 MZ1091  ___________________________________________________________________
 MZ1091  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 MZ1091  DYNAMIC HT  -          50.309 (meters)     165.06  (feet)  COMP
 MZ1091  MODELED GRAV-     980,344.0   (mgal)                       NAVD 88
 MZ1091
 MZ1091  VERT ORDER  -  FIRST     CLASS II
 MZ1091
 MZ1091.The horizontal coordinates were scaled from a topographic map and have
 MZ1091.an estimated accuracy of +/- 6 seconds.
 MZ1091
 MZ1091.The orthometric height was determined by differential leveling
 MZ1091.and adjusted by the National Geodetic Survey in June 1991..
 MZ1091
 MZ1091.The geoid height was determined by GEOID03.
 MZ1091
 MZ1091.The dynamic height is computed by dividing the NAVD 88
 MZ1091.geopotential number by the normal gravity value computed on the
 MZ1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1091.degrees latitude (g = 980.6199 gals.).
 MZ1091
 MZ1091.The modeled gravity was interpolated from observed gravity values.
 MZ1091
 MZ1091;                    North         East    Units  Estimated Accuracy
 MZ1091;SPC CT       -   283,830.      313,890.      MT  (+/- 180 meters Scaled)
 MZ1091
 MZ1091                          SUPERSEDED SURVEY CONTROL
 MZ1091
 MZ1091.No superseded survey control is available for this station.
 MZ1091
 MZ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM953543(NAD 83)
 MZ1091_MARKER: DB = BENCH MARK DISK
 MZ1091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MZ1091_SP_SET: STAINLESS STEEL ROD
 MZ1091_STAMPING: M 49 1978
 MZ1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ1091
 MZ1091  HISTORY     - Date     Condition        Report By
 MZ1091  HISTORY     - 1978     MONUMENTED       NGS
 MZ1091
 MZ1091                          STATION DESCRIPTION
 MZ1091
 MZ1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MZ1091'2.4 MI NORTH FROM SUFFIELD.
 MZ1091'2.4 MILES NORTH ALONG STATE HIGHWAY 75 FROM THE CIVIL WAR MONUMENT
 MZ1091'AT THE JUNCTION OF STATE HIGHWAYS 75 AND 190 IN SUFFIELD TO THE
 MZ1091'MARK ON THE RIGHT AT THE JUNCTION OF HIGHWAY 75 AND RANDALL DRIVE,
 MZ1091'SET IN THE NORTHWEST CORNER OF RANDALL DRIVE BESIDE POWER POLE
 MZ1091'NUMBER 17498, 33 FEET EAST OF THE CENTER LINE OF HIGHWAY 75, 23
 MZ1091'FEET NORTH OF THE CENTER LINE OF RANDALL DRIVE, 13 FEET WEST OF
 MZ1091'A STREET SIGN, 2.5 FEET NORTH OF THE POWER POLE ROD DRIVEN TO
 MZ1091'REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0120 ***********************************************************************
 LX0120  DESIGNATION -  M 5
 LX0120  PID         -  LX0120
 LX0120  STATE/COUNTY-  CT/NEW LONDON
 LX0120  USGS QUAD   -  OLD LYME (1976)
 LX0120
 LX0120                         *CURRENT SURVEY CONTROL
 LX0120  ___________________________________________________________________
 LX0120* NAD 83(1986)-  41 17 40.     (N)    072 15 53.     (W)     SCALED    
 LX0120* NAVD 88     -        12.549  (meters)      41.17   (feet)  ADJUSTED  
 LX0120  ___________________________________________________________________
 LX0120  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0120  DYNAMIC HT  -          12.545 (meters)      41.16  (feet)  COMP
 LX0120  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX0120
 LX0120  VERT ORDER  -  FIRST     CLASS I
 LX0120
 LX0120.The horizontal coordinates were scaled from a topographic map and have
 LX0120.an estimated accuracy of +/- 6 seconds.
 LX0120
 LX0120.The orthometric height was determined by differential leveling
 LX0120.and adjusted by the National Geodetic Survey in June 1991..
 LX0120
 LX0120.The geoid height was determined by GEOID03.
 LX0120
 LX0120.The dynamic height is computed by dividing the NAVD 88
 LX0120.geopotential number by the normal gravity value computed on the
 LX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0120.degrees latitude (g = 980.6199 gals.).
 LX0120
 LX0120.The modeled gravity was interpolated from observed gravity values.
 LX0120
 LX0120;                    North         East    Units  Estimated Accuracy
 LX0120;SPC CT       -   203,720.      345,450.      MT  (+/- 180 meters Scaled)
 LX0120
 LX0120                          SUPERSEDED SURVEY CONTROL
 LX0120
 LX0120  NGVD 29 (??/??/92)   12.856  (m)           42.18   (f) ADJ UNCH    1 1
 LX0120
 LX0120.Superseded values are not recommended for survey control.
 LX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0120.See file dsdata.txt to determine how the superseded data were derived.
 LX0120
 LX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL290750(NAD 83)
 LX0120_MARKER: DB = BENCH MARK DISK
 LX0120_SETTING: 66 = SET IN ROCK OUTCROP
 LX0120_SP_SET: ROCK LEDGE
 LX0120_STAMPING: M 5 ELV 42.178 FT 1922
 LX0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0120+STABILITY: POSITION/ELEVATION WELL
 LX0120
 LX0120  HISTORY     - Date     Condition        Report By
 LX0120  HISTORY     - 1922     MONUMENTED       CGS
 LX0120  HISTORY     - 1965     GOOD             NGS
 LX0120  HISTORY     - 1983     GOOD             USPSQD
 LX0120  HISTORY     - 1987     GOOD             USPSQD
 LX0120  HISTORY     - 1988     GOOD             USPSQD
 LX0120  HISTORY     - 1989     POOR             USPSQD
 LX0120  HISTORY     - 19900414 GOOD             USPSQD
 LX0120  HISTORY     - 19901206 GOOD             USPSQD
 LX0120  HISTORY     - 20011001 POOR             USPSQD
 LX0120
 LX0120                          STATION DESCRIPTION
 LX0120
 LX0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0120'0.7 MI NE FROM SOUND VIEW.
 LX0120'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 156 FROM THE SOUTH
 LX0120'END FIRE STATION BUILDING AT SOUND VIEW, ALONG THE NEW YORK,
 LX0120'NEW HAVEN AND HARTFORD RAILROAD, 159 FEET EAST ALONG THE RAILROAD
 LX0120'FROM THE HIGHWAY OVERPASS, NEAR THE NORTHEAST END OF A ROCK CUT,
 LX0120'ON TOP OF A ROCK LEDGE, 10 FEET NORTHWEST OF THE NORTHWEST RAIL
 LX0120'OF NEAR TRACK, 6.2 FEET SOUTHWEST OF THE SOUTHWEST END OF ROCK
 LX0120'RETAINING WALL, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 LX0120'NOTE-- MARK MAY BE REACHED BY GOING 0.35 MILE SOUTHWEST ALONG
 LX0120'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE POST
 LX0120'OFFICE (FORMERLY THE STATION) AT SOUTH LYME.
 LX0120
 LX0120                          STATION RECOVERY (1983)
 LX0120
 LX0120'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0120'NOTE: SOUTH END FIRE STATION ON STATE HIGHWAY 156 HAS BEEN MOVED.
 LX0120'THIS STRUCTURE NOW THE OLD LYME POLICE DEPARTMENT. THE NEW YORK NEW
 LX0120'HAVEN AND HARTFORD RAILROAD, NOW AMTRACK.
 LX0120
 LX0120                          STATION RECOVERY (1987)
 LX0120
 LX0120'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0120'RECOVERED IN GOOD CONDITION.
 LX0120
 LX0120                          STATION RECOVERY (1988)
 LX0120
 LX0120'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0120'RECOVERED IN GOOD CONDITION.
 LX0120
 LX0120                          STATION RECOVERY (1989)
 LX0120
 LX0120'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0120'MARK RECOVERED IN POOR CONDITION.
 LX0120
 LX0120                          STATION RECOVERY (1990)
 LX0120
 LX0120'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0120'RECOVERED IN GOOD CONDITION.
 LX0120
 LX0120                          STATION RECOVERY (1990)
 LX0120
 LX0120'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0120'RECOVERED IN GOOD CONDITION.
 LX0120
 LX0120                          STATION RECOVERY (2001)
 LX0120
 LX0120'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0120'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1656 ***********************************************************************
 LX1656  DESIGNATION -  M 50
 LX1656  PID         -  LX1656
 LX1656  STATE/COUNTY-  CT/HARTFORD
 LX1656  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX1656
 LX1656                         *CURRENT SURVEY CONTROL
 LX1656  ___________________________________________________________________
 LX1656* NAD 83(1986)-  41 42 52.     (N)    072 44 35.     (W)     SCALED    
 LX1656* NAVD 88     -        32.490  (meters)     106.59   (feet)  ADJUSTED  
 LX1656  ___________________________________________________________________
 LX1656  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX1656  DYNAMIC HT  -          32.480 (meters)     106.56  (feet)  COMP
 LX1656  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 LX1656
 LX1656  VERT ORDER  -  FIRST     CLASS II
 LX1656
 LX1656.The horizontal coordinates were scaled from a topographic map and have
 LX1656.an estimated accuracy of +/- 6 seconds.
 LX1656
 LX1656.The orthometric height was determined by differential leveling
 LX1656.and adjusted by the National Geodetic Survey in June 1991..
 LX1656
 LX1656.The geoid height was determined by GEOID03.
 LX1656
 LX1656.The dynamic height is computed by dividing the NAVD 88
 LX1656.geopotential number by the normal gravity value computed on the
 LX1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1656.degrees latitude (g = 980.6199 gals.).
 LX1656
 LX1656.The modeled gravity was interpolated from observed gravity values.
 LX1656
 LX1656;                    North         East    Units  Estimated Accuracy
 LX1656;SPC CT       -   250,260.      305,380.      MT  (+/- 180 meters Scaled)
 LX1656
 LX1656                          SUPERSEDED SURVEY CONTROL
 LX1656
 LX1656.No superseded survey control is available for this station.
 LX1656
 LX1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM877205(NAD 83)
 LX1656_MARKER: DB = BENCH MARK DISK
 LX1656_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LX1656_STAMPING: M 50 1978
 LX1656_MARK LOGO: NGS   
 LX1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1656
 LX1656  HISTORY     - Date     Condition        Report By
 LX1656  HISTORY     - 1978     MONUMENTED       NGS
 LX1656  HISTORY     - 1985     GOOD             NGS
 LX1656
 LX1656                          STATION DESCRIPTION
 LX1656
 LX1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1656'1.55 MILE SW FROM ELMWOOD.
 LX1656'1.15 MILE SOUTHWEST ALONG NEWINGTON ROAD FROM THE JUNCTION OF
 LX1656'NEWINGTON ROAD AND NEW BRITAIN AVENUE IN ELMWOOD TO THE JUNCTION
 LX1656'OF NEWINGTON ROAD AND WEST HILL ROAD, THENCE 0.3 MILE WEST ALONG
 LX1656'WEST HILL ROAD TO THE JUNCTION OF WEST HILL ROAD AND FENN ROAD,
 LX1656'THENCE 0.1 MILE SOUTHWEST ALONG FENN ROAD TO THE MARK ON THE LEFT,
 LX1656'SET DIRECTLY BEHING POWER POLE NUMBER 3560, 79 FEET WEST OF THE
 LX1656'SOUTHWEST CORNER OF A HOUSE NUMBER 456, 25 FEET SOUTHEAST OF THE
 LX1656'CENTER LINE OF FENN ROAD, 2 FEET SOUTHEAST OF POWER POLE NUMBER
 LX1656'3560 WITH A STREET LIGHT, ROD DRIVEN TO REFUSAL.
 LX1656
 LX1656                          STATION RECOVERY (1985)
 LX1656
 LX1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1656'RECOVERED IN GOOD CONDITION, THE 1978 DESCRIPTION IS ADEQUATE WITH THE
 LX1656'FOLLOWING CORRECTIONS.  THE MARK IS 24.1 METERS (79.0 FT) WEST OF THE
 LX1656'SOUTHWEST CORNER OF HOUSE NUMBER 546 INSTEAD OF NUMBER 456, DELETE
 LX1656'3.05 METERS (10.0 FT) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1630 ***********************************************************************
 LX1630  DESIGNATION -  M 51
 LX1630  PID         -  LX1630
 LX1630  STATE/COUNTY-  CT/NEW HAVEN
 LX1630  USGS QUAD   -  BRANFORD (1984)
 LX1630
 LX1630                         *CURRENT SURVEY CONTROL
 LX1630  ___________________________________________________________________
 LX1630* NAD 83(1986)-  41 24 13.     (N)    072 50 50.     (W)     SCALED    
 LX1630* NAVD 88     -        12.983  (meters)      42.60   (feet)  ADJUSTED  
 LX1630  ___________________________________________________________________
 LX1630  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX1630  DYNAMIC HT  -          12.979 (meters)      42.58  (feet)  COMP
 LX1630  MODELED GRAV-     980,307.8   (mgal)                       NAVD 88
 LX1630
 LX1630  VERT ORDER  -  FIRST     CLASS II
 LX1630
 LX1630.The horizontal coordinates were scaled from a topographic map and have
 LX1630.an estimated accuracy of +/- 6 seconds.
 LX1630
 LX1630.The orthometric height was determined by differential leveling
 LX1630.and adjusted by the National Geodetic Survey in June 1991..
 LX1630
 LX1630.The geoid height was determined by GEOID03.
 LX1630
 LX1630.The dynamic height is computed by dividing the NAVD 88
 LX1630.geopotential number by the normal gravity value computed on the
 LX1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1630.degrees latitude (g = 980.6199 gals.).
 LX1630
 LX1630.The modeled gravity was interpolated from observed gravity values.
 LX1630
 LX1630;                    North         East    Units  Estimated Accuracy
 LX1630;SPC CT       -   215,740.      296,670.      MT  (+/- 180 meters Scaled)
 LX1630
 LX1630                          SUPERSEDED SURVEY CONTROL
 LX1630
 LX1630.No superseded survey control is available for this station.
 LX1630
 LX1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL799858(NAD 83)
 LX1630_MARKER: DB = BENCH MARK DISK
 LX1630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1630_SP_SET: FOUNDATION
 LX1630_STAMPING: M 51 1978
 LX1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1630
 LX1630  HISTORY     - Date     Condition        Report By
 LX1630  HISTORY     - 1978     MONUMENTED       NGS
 LX1630
 LX1630                          STATION DESCRIPTION
 LX1630
 LX1630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1630'0.95 MILE NE FROM NORTH HAVEN.
 LX1630'0.95 MILE NORTHEAST ALONG STATE HIGHWAY 5, FROM THE POST OFFICE
 LX1630'IN NORTH HAVEN, TO THE MARK ON THE RIGHT, SET IN THE FOUNDATION
 LX1630'AT THE NORTHEAST ENTRANCE TO NORTH HAVEN LANES, 1 FOOT SOUTHWEST
 LX1630'OF A CONCRETE BLOCK WALL, 5.5 FEET NORTHWEST OF THE NORTHWEST
 LX1630'FACE OF THE BUILDING 8.5 FEET NORTHEAST OF THE ENTRANCE DOORS OF
 LX1630'NORTH HAVEN LANES, 94.5 FEET SOUTHEAST OF THE CENTER LINE OF
 LX1630'HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1986 ***********************************************************************
 LX1986  DESIGNATION -  M 53
 LX1986  PID         -  LX1986
 LX1986  STATE/COUNTY-  CT/LITCHFIELD
 LX1986  USGS QUAD   -  NORFOLK (1969)
 LX1986
 LX1986                         *CURRENT SURVEY CONTROL
 LX1986  ___________________________________________________________________
 LX1986* NAD 83(1986)-  41 59 39.     (N)    073 12 14.     (W)     SCALED    
 LX1986* NAVD 88     -       345.322  (meters)    1132.94   (feet)  ADJUSTED  
 LX1986  ___________________________________________________________________
 LX1986  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX1986  DYNAMIC HT  -         345.198 (meters)    1132.54  (feet)  COMP
 LX1986  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 LX1986
 LX1986  VERT ORDER  -  FIRST     CLASS II
 LX1986
 LX1986.The horizontal coordinates were scaled from a topographic map and have
 LX1986.an estimated accuracy of +/- 6 seconds.
 LX1986
 LX1986.The orthometric height was determined by differential leveling
 LX1986.and adjusted by the National Geodetic Survey in June 1991..
 LX1986
 LX1986.The geoid height was determined by GEOID03.
 LX1986
 LX1986.The dynamic height is computed by dividing the NAVD 88
 LX1986.geopotential number by the normal gravity value computed on the
 LX1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1986.degrees latitude (g = 980.6199 gals.).
 LX1986
 LX1986.The modeled gravity was interpolated from observed gravity values.
 LX1986
 LX1986;                    North         East    Units  Estimated Accuracy
 LX1986;SPC CT       -   281,420.      267,190.      MT  (+/- 180 meters Scaled)
 LX1986
 LX1986                          SUPERSEDED SURVEY CONTROL
 LX1986
 LX1986.No superseded survey control is available for this station.
 LX1986
 LX1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM487506(NAD 83)
 LX1986_MARKER: DB = BENCH MARK DISK
 LX1986_SETTING: 66 = SET IN ROCK OUTCROP
 LX1986_SP_SET: ROCK OUTCROP
 LX1986_STAMPING: M 53 1984
 LX1986_MARK LOGO: NGS   
 LX1986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1986+STABILITY: POSITION/ELEVATION WELL
 LX1986
 LX1986  HISTORY     - Date     Condition        Report By
 LX1986  HISTORY     - 1984     MONUMENTED       NGS
 LX1986
 LX1986                          STATION DESCRIPTION
 LX1986
 LX1986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1986'0.9 KM (0.55 MI) NW FROM NORFOLK.
 LX1986'0.9 KM (0.55 MI) NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE TOWN HALL IN
 LX1986'NORFOLK TO THE MARK ON THE LEFT, ACROSS A PAVED DRIVE LEADING TO A
 LX1986'BUILDING OWNED BY M.F. MULVILLE AND SONS, INCORPORATED, ON THE SOUTH
 LX1986'SIDE OF BLACKBERRY RIVER, 48.15 METERS (158.0 FT) SOUTH OF THE
 LX1986'CENTERLINE OF THE HIGHWAY, 13.04 METERS (42.8 FT) SOUTH-SOUTHWEST OF
 LX1986'THE SOUTHWEST CORNER OF THE BUILDING, 9.60 METERS (31.5 FT) EAST OF
 LX1986'UTILITY POLE 168 WITH ONE GUY WIRE AND STREET LAMP.
 LX1986'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 LX1986'THE MARK IS 2.13 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1868 ***********************************************************************
 LX1868  DESIGNATION -  M 54
 LX1868  PID         -  LX1868
 LX1868  STATE/COUNTY-  CT/FAIRFIELD
 LX1868  USGS QUAD   -  NORWALK NORTH (1975)
 LX1868
 LX1868                         *CURRENT SURVEY CONTROL
 LX1868  ___________________________________________________________________
 LX1868* NAD 83(1986)-  41 11 31.     (N)    073 25 40.     (W)     SCALED    
 LX1868* NAVD 88     -        61.688  (meters)     202.39   (feet)  ADJUSTED  
 LX1868  ___________________________________________________________________
 LX1868  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX1868  DYNAMIC HT  -          61.667 (meters)     202.32  (feet)  COMP
 LX1868  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX1868
 LX1868  VERT ORDER  -  FIRST     CLASS II
 LX1868
 LX1868.The horizontal coordinates were scaled from a topographic map and have
 LX1868.an estimated accuracy of +/- 6 seconds.
 LX1868
 LX1868.The orthometric height was determined by differential leveling
 LX1868.and adjusted by the National Geodetic Survey in June 1991..
 LX1868
 LX1868.The geoid height was determined by GEOID03.
 LX1868
 LX1868.The dynamic height is computed by dividing the NAVD 88
 LX1868.geopotential number by the normal gravity value computed on the
 LX1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1868.degrees latitude (g = 980.6199 gals.).
 LX1868
 LX1868.The modeled gravity was interpolated from observed gravity values.
 LX1868
 LX1868;                    North         East    Units  Estimated Accuracy
 LX1868;SPC CT       -   192,450.      247,940.      MT  (+/- 180 meters Scaled)
 LX1868
 LX1868                          SUPERSEDED SURVEY CONTROL
 LX1868
 LX1868.No superseded survey control is available for this station.
 LX1868
 LX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL318612(NAD 83)
 LX1868_MARKER: DB = BENCH MARK DISK
 LX1868_SETTING: 66 = SET IN ROCK OUTCROP
 LX1868_SP_SET: ROCK OUTCROP
 LX1868_STAMPING: M 54 1984
 LX1868_MARK LOGO: NGS   
 LX1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1868+STABILITY: POSITION/ELEVATION WELL
 LX1868
 LX1868  HISTORY     - Date     Condition        Report By
 LX1868  HISTORY     - 1984     MONUMENTED       NGS
 LX1868  HISTORY     - 1985     GOOD             NGS
 LX1868  HISTORY     - 19930415 GOOD             USPSQD
 LX1868
 LX1868                          STATION DESCRIPTION
 LX1868
 LX1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1868'0.3 KM (0.2 MI) NW FROM WILTON.
 LX1868'0.3 KM (0.2 MI) NORTHWEST ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1868'WILTON TO THE MARK ON THE RIGHT, AT THE REAR OF A PAVED PARKING LOT
 LX1868'FOR THE WILTON BAPTIST CHURCH, 43.90 METERS (144.1 FT) NORTHEAST OF
 LX1868'THE CENTERLINE OF THE HIGHWAY, 29.80 METERS (97.8 FT) NORTH-NORTHEAST
 LX1868'OF THE NORTHWEST CORNER OF THE CHURCH, 21.35 METERS (70.0 FT) NORTH OF
 LX1868'THE CENTER OF THE SIDE ENTRANCE TO THE CHURCH, 2.80 METERS (9.2 FT)
 LX1868'NORTHEAST OF THE NORTHEAST CURB OF THE CHURCH PARKING LOT.
 LX1868'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX1868
 LX1868                          STATION RECOVERY (1985)
 LX1868
 LX1868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1868'RECOVERED IN GOOD CONDITION.
 LX1868
 LX1868                          STATION RECOVERY (1993)
 LX1868
 LX1868'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2023 ***********************************************************************
 LX2023  DESIGNATION -  M 55
 LX2023  PID         -  LX2023
 LX2023  STATE/COUNTY-  CT/HARTFORD
 LX2023  USGS QUAD   -  NEW HARTFORD (1984)
 LX2023
 LX2023                         *CURRENT SURVEY CONTROL
 LX2023  ___________________________________________________________________
 LX2023* NAD 83(1986)-  41 57 12.     (N)    072 53 01.     (W)     SCALED    
 LX2023* NAVD 88     -       258.912  (meters)     849.45   (feet)  ADJUSTED  
 LX2023  ___________________________________________________________________
 LX2023  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 LX2023  DYNAMIC HT  -         258.831 (meters)     849.18  (feet)  COMP
 LX2023  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 LX2023
 LX2023  VERT ORDER  -  FIRST     CLASS II
 LX2023
 LX2023.The horizontal coordinates were scaled from a topographic map and have
 LX2023.an estimated accuracy of +/- 6 seconds.
 LX2023
 LX2023.The orthometric height was determined by differential leveling
 LX2023.and adjusted by the National Geodetic Survey in June 1991..
 LX2023
 LX2023.The geoid height was determined by GEOID03.
 LX2023
 LX2023.The dynamic height is computed by dividing the NAVD 88
 LX2023.geopotential number by the normal gravity value computed on the
 LX2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2023.degrees latitude (g = 980.6199 gals.).
 LX2023
 LX2023.The modeled gravity was interpolated from observed gravity values.
 LX2023
 LX2023;                    North         East    Units  Estimated Accuracy
 LX2023;SPC CT       -   276,800.      293,720.      MT  (+/- 180 meters Scaled)
 LX2023
 LX2023                          SUPERSEDED SURVEY CONTROL
 LX2023
 LX2023.No superseded survey control is available for this station.
 LX2023
 LX2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM754467(NAD 83)
 LX2023_MARKER: DB = BENCH MARK DISK
 LX2023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2023_SP_SET: HEADWALL
 LX2023_STAMPING: M 55 1984
 LX2023_MARK LOGO: NGS   
 LX2023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2023+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 LX2023
 LX2023  HISTORY     - Date     Condition        Report By
 LX2023  HISTORY     - 1984     MONUMENTED       NGS
 LX2023  HISTORY     - 20050422 GOOD             INDIV
 LX2023
 LX2023                          STATION DESCRIPTION
 LX2023
 LX2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2023'2.7 KM (1.7 MI) SW FROM WEST GRANBY.
 LX2023'2.7 KM (1.7 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION OF
 LX2023'STATE HIGHWAY 20 IN WEST GRANBY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2023'THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A MASSIVE 2-CHANNEL
 LX2023'CULVERT UNDER THE HIGHWAY, 9.14 METERS (30.0 FT) NORTHWEST OF THE
 LX2023'CENTERLINE OF THE HIGHWAY, 30.48 METERS (100.0 FT) SOUTHWEST OF THE
 LX2023'CENTER OF ENDERS ROAD, 0.18 METER (0.6 FT) SOUTHWEST OF THE NORTHEAST
 LX2023'END OF THE HEADWALL.
 LX2023'THE MARK IS 3.35 METERS  NW FROM A WITNESS POST.
 LX2023'THE MARK IS 0.91 M BELOW HIGHWAY.
 LX2023
 LX2023                          STATION RECOVERY (2005)
 LX2023
 LX2023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD)
 LX2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1680 ***********************************************************************
 LW1680  DESIGNATION -  M 56
 LW1680  PID         -  LW1680
 LW1680  STATE/COUNTY-  CT/WINDHAM
 LW1680  USGS QUAD   -  PUTNAM (1970)
 LW1680
 LW1680                         *CURRENT SURVEY CONTROL
 LW1680  ___________________________________________________________________
 LW1680* NAD 83(1986)-  41 54 44.     (N)    071 54 10.     (W)     SCALED    
 LW1680* NAVD 88     -       100.165  (meters)     328.62   (feet)  ADJUSTED  
 LW1680  ___________________________________________________________________
 LW1680  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW1680  DYNAMIC HT  -         100.132 (meters)     328.52  (feet)  COMP
 LW1680  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LW1680
 LW1680  VERT ORDER  -  FIRST     CLASS II
 LW1680
 LW1680.The horizontal coordinates were scaled from a topographic map and have
 LW1680.an estimated accuracy of +/- 6 seconds.
 LW1680
 LW1680.The orthometric height was determined by differential leveling
 LW1680.and adjusted by the National Geodetic Survey in June 1991..
 LW1680
 LW1680.The geoid height was determined by GEOID03.
 LW1680
 LW1680.The dynamic height is computed by dividing the NAVD 88
 LW1680.geopotential number by the normal gravity value computed on the
 LW1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1680.degrees latitude (g = 980.6199 gals.).
 LW1680
 LW1680.The modeled gravity was interpolated from observed gravity values.
 LW1680
 LW1680;                    North         East    Units  Estimated Accuracy
 LW1680;SPC CT       -   272,570.      375,090.      MT  (+/- 180 meters Scaled)
 LW1680
 LW1680                          SUPERSEDED SURVEY CONTROL
 LW1680
 LW1680.No superseded survey control is available for this station.
 LW1680
 LW1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG592441(NAD 83)
 LW1680_MARKER: DB = BENCH MARK DISK
 LW1680_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW1680+WITH SETTING: PAVEMENT
 LW1680_SP_SET: FOUNDATION
 LW1680_STAMPING: M 56 1984
 LW1680_MARK LOGO: NGS   
 LW1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1680+STABILITY: SURFACE MOTION
 LW1680
 LW1680  HISTORY     - Date     Condition        Report By
 LW1680  HISTORY     - 1984     MONUMENTED       NGS
 LW1680  HISTORY     - 19961207 GOOD             USPSQD
 LW1680
 LW1680                          STATION DESCRIPTION
 LW1680
 LW1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1680'IN PUTNAM.
 LW1680'IN PUTNAM, 0.7 KM (0.45 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12
 LW1680'FROM THE JUNCTION OF U.S. HIGHWAY 44, AT THE JUNCTION OF RING STREET,
 LW1680'IN TOP OF AND CENTERED IN THE SOUTH SIDE OF THE GRANITE BASE OF A
 LW1680'SOLDIERS AND SAILORS MONUMENT, 12.80 METERS (42.0 FT) NORTH OF THE
 LW1680'CENTERLINE OF THE HIGHWAY, 4.75 METERS (15.6 FT) WEST-SOUTHWEST OF A
 LW1680'FLAG POLE, 1.03 METERS (3.4 FT) EAST OF THE SOUTHWEST CORNER OF THE
 LW1680'GRANITE BASE OF THE MONUMENT.
 LW1680'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1680
 LW1680                          STATION RECOVERY (1996)
 LW1680
 LW1680'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1909 ***********************************************************************
 LX1909  DESIGNATION -  M 57
 LX1909  PID         -  LX1909
 LX1909  STATE/COUNTY-  CT/FAIRFIELD
 LX1909  USGS QUAD   -  DANBURY (1984)
 LX1909
 LX1909                         *CURRENT SURVEY CONTROL
 LX1909  ___________________________________________________________________
 LX1909* NAD 83(1986)-  41 29 26.     (N)    073 24 54.     (W)     SCALED    
 LX1909* NAVD 88     -        79.411  (meters)     260.53   (feet)  ADJUSTED  
 LX1909  ___________________________________________________________________
 LX1909  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX1909  DYNAMIC HT  -          79.384 (meters)     260.45  (feet)  COMP
 LX1909  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 LX1909
 LX1909  VERT ORDER  -  FIRST     CLASS II
 LX1909
 LX1909.The horizontal coordinates were scaled from a topographic map and have
 LX1909.an estimated accuracy of +/- 6 seconds.
 LX1909
 LX1909.The orthometric height was determined by differential leveling
 LX1909.and adjusted by the National Geodetic Survey in June 1991..
 LX1909
 LX1909.The geoid height was determined by GEOID03.
 LX1909
 LX1909.The dynamic height is computed by dividing the NAVD 88
 LX1909.geopotential number by the normal gravity value computed on the
 LX1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1909.degrees latitude (g = 980.6199 gals.).
 LX1909
 LX1909.The modeled gravity was interpolated from observed gravity values.
 LX1909
 LX1909;                    North         East    Units  Estimated Accuracy
 LX1909;SPC CT       -   225,600.      249,270.      MT  (+/- 180 meters Scaled)
 LX1909
 LX1909                          SUPERSEDED SURVEY CONTROL
 LX1909
 LX1909.No superseded survey control is available for this station.
 LX1909
 LX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL323944(NAD 83)
 LX1909_MARKER: I = METAL ROD
 LX1909_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1909_SP_SET: STAINLESS STEEL ROD
 LX1909_STAMPING: M 57 1984
 LX1909_MARK LOGO: NGS   
 LX1909_PROJECTION: FLUSH
 LX1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1909_ROD/PIPE-DEPTH: 5.5  meters
 LX1909
 LX1909  HISTORY     - Date     Condition        Report By
 LX1909  HISTORY     - 1984     MONUMENTED       NGS
 LX1909
 LX1909                          STATION DESCRIPTION
 LX1909
 LX1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1909'1.1 KM (0.7 MI) NORTH FROM BROOKFIELD.
 LX1909'1.1 KM (0.7 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1909'HIGHWAY 25 IN BROOKFIELD TO THE MARK ON THE LEFT, ON PROPERTY OF
 LX1909'LAUREL HILL COMPLEX BUILDING NUMBER 940, 10.66 METERS (35.0 FT) WEST
 LX1909'OF THE CENTERLINE OF THE HIGHWAY, 23.92 METERS (78.5 FT)
 LX1909'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 4.57 METERS
 LX1909'(15.0 FT) WEST OF POWER POLE 306, 0.45 METER (1.5 FT) EAST OF THE EAST
 LX1909'LEG OF A 10 BY 10 CM (4 BY 4 IN) WOODEN POST OF THE COMPLEX SIGN
 LX1909'(LAUREL HILL COMPLEX).
 LX1909'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 LX1909'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1974 ***********************************************************************
 LX1974  DESIGNATION -  M 58
 LX1974  PID         -  LX1974
 LX1974  STATE/COUNTY-  CT/LITCHFIELD
 LX1974  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1974
 LX1974                         *CURRENT SURVEY CONTROL
 LX1974  ___________________________________________________________________
 LX1974* NAD 83(1986)-  41 54 31.     (N)    073 21 54.     (W)     SCALED    
 LX1974* NAVD 88     -       194.164  (meters)     637.02   (feet)  ADJUSTED  
 LX1974  ___________________________________________________________________
 LX1974  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX1974  DYNAMIC HT  -         194.096 (meters)     636.80  (feet)  COMP
 LX1974  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 LX1974
 LX1974  VERT ORDER  -  FIRST     CLASS II
 LX1974
 LX1974.The horizontal coordinates were scaled from a topographic map and have
 LX1974.an estimated accuracy of +/- 6 seconds.
 LX1974
 LX1974.The orthometric height was determined by differential leveling
 LX1974.and adjusted by the National Geodetic Survey in June 1991..
 LX1974
 LX1974.The geoid height was determined by GEOID03.
 LX1974
 LX1974.The dynamic height is computed by dividing the NAVD 88
 LX1974.geopotential number by the normal gravity value computed on the
 LX1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1974.degrees latitude (g = 980.6199 gals.).
 LX1974
 LX1974.The modeled gravity was interpolated from observed gravity values.
 LX1974
 LX1974;                    North         East    Units  Estimated Accuracy
 LX1974;SPC CT       -   272,000.      253,780.      MT  (+/- 180 meters Scaled)
 LX1974
 LX1974                          SUPERSEDED SURVEY CONTROL
 LX1974
 LX1974.No superseded survey control is available for this station.
 LX1974
 LX1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM356409(NAD 83)
 LX1974_MARKER: DB = BENCH MARK DISK
 LX1974_SETTING: 66 = SET IN ROCK OUTCROP
 LX1974_SP_SET: ROCK OUTCROP
 LX1974_STAMPING: M 58 1984
 LX1974_MARK LOGO: NGS   
 LX1974_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1974+STABILITY: POSITION/ELEVATION WELL
 LX1974
 LX1974  HISTORY     - Date     Condition        Report By
 LX1974  HISTORY     - 1984     MONUMENTED       NGS
 LX1974  HISTORY     - 1985     GOOD             NGS
 LX1974
 LX1974                          STATION DESCRIPTION
 LX1974
 LX1974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1974'11.6 KM (7.2 MI) NORTH FROM CORNWALL BRIDGE.
 LX1974'11.6 KM (7.2 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1974'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK CUT,
 LX1974'6.40 METERS (21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 17.04
 LX1974'MTERS (55.9 FT) SOUTHWEST OF UTILITY POLE 65 1000, 10.18 METERS
 LX1974'(33.4 FT) SOUTH OF UTILITY POLE 1000S.
 LX1974'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LX1974'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX1974
 LX1974                          STATION RECOVERY (1985)
 LX1974
 LX1974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1950 ***********************************************************************
 LX1950  DESIGNATION -  M 59
 LX1950  PID         -  LX1950
 LX1950  STATE/COUNTY-  CT/LITCHFIELD
 LX1950  USGS QUAD   -  ELLSWORTH (1969)
 LX1950
 LX1950                         *CURRENT SURVEY CONTROL
 LX1950  ___________________________________________________________________
 LX1950* NAD 83(1986)-  41 45 16.     (N)    073 26 29.     (W)     SCALED    
 LX1950* NAVD 88     -       146.136  (meters)     479.45   (feet)  ADJUSTED  
 LX1950  ___________________________________________________________________
 LX1950  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX1950  DYNAMIC HT  -         146.085 (meters)     479.28  (feet)  COMP
 LX1950  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 LX1950
 LX1950  VERT ORDER  -  FIRST     CLASS II
 LX1950
 LX1950.The horizontal coordinates were scaled from a topographic map and have
 LX1950.an estimated accuracy of +/- 6 seconds.
 LX1950
 LX1950.The orthometric height was determined by differential leveling
 LX1950.and adjusted by the National Geodetic Survey in June 1991..
 LX1950
 LX1950.The geoid height was determined by GEOID03.
 LX1950
 LX1950.The dynamic height is computed by dividing the NAVD 88
 LX1950.geopotential number by the normal gravity value computed on the
 LX1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1950.degrees latitude (g = 980.6199 gals.).
 LX1950
 LX1950.The modeled gravity was interpolated from observed gravity values.
 LX1950
 LX1950;                    North         East    Units  Estimated Accuracy
 LX1950;SPC CT       -   254,930.      247,300.      MT  (+/- 180 meters Scaled)
 LX1950
 LX1950                          SUPERSEDED SURVEY CONTROL
 LX1950
 LX1950.No superseded survey control is available for this station.
 LX1950
 LX1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM295236(NAD 83)
 LX1950_MARKER: DB = BENCH MARK DISK
 LX1950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1950_SP_SET: HEADWALL
 LX1950_STAMPING: M 59 1984
 LX1950_MARK LOGO: NGS   
 LX1950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1950+STABILITY: POSITION/ELEVATION WELL
 LX1950
 LX1950  HISTORY     - Date     Condition        Report By
 LX1950  HISTORY     - 1984     MONUMENTED       NGS
 LX1950
 LX1950                          STATION DESCRIPTION
 LX1950
 LX1950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1950'4.9 KM (3.05 MI) NE FROM KENT.
 LX1950'4.9 KM (3.05 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1950'HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST
 LX1950'END OF THE SOUTHEAST HEADWALL OF A SMALL BRIDGE RESTING ON BEDROCK,
 LX1950'13.11 METERS (43.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1950'1.55 METERS (5.1 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 LX1950'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LX1950'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1700 ***********************************************************************
 LW1700  DESIGNATION -  M 62
 LW1700  PID         -  LW1700
 LW1700  STATE/COUNTY-  CT/WINDHAM
 LW1700  USGS QUAD   -  DANIELSON (1970)
 LW1700
 LW1700                         *CURRENT SURVEY CONTROL
 LW1700  ___________________________________________________________________
 LW1700* NAD 83(1986)-  41 45 20.     (N)    071 54 03.     (W)     SCALED    
 LW1700* NAVD 88     -        82.905  (meters)     272.00   (feet)  ADJUSTED  
 LW1700  ___________________________________________________________________
 LW1700  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LW1700  DYNAMIC HT  -          82.876 (meters)     271.90  (feet)  COMP
 LW1700  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LW1700
 LW1700  VERT ORDER  -  FIRST     CLASS II
 LW1700
 LW1700.The horizontal coordinates were scaled from a topographic map and have
 LW1700.an estimated accuracy of +/- 6 seconds.
 LW1700
 LW1700.The orthometric height was determined by differential leveling
 LW1700.and adjusted by the National Geodetic Survey in June 1991..
 LW1700
 LW1700.The geoid height was determined by GEOID03.
 LW1700
 LW1700.The dynamic height is computed by dividing the NAVD 88
 LW1700.geopotential number by the normal gravity value computed on the
 LW1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1700.degrees latitude (g = 980.6199 gals.).
 LW1700
 LW1700.The modeled gravity was interpolated from observed gravity values.
 LW1700
 LW1700;                    North         East    Units  Estimated Accuracy
 LW1700;SPC CT       -   255,170.      375,420.      MT  (+/- 180 meters Scaled)
 LW1700
 LW1700                          SUPERSEDED SURVEY CONTROL
 LW1700
 LW1700.No superseded survey control is available for this station.
 LW1700
 LW1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG588267(NAD 83)
 LW1700_MARKER: DB = BENCH MARK DISK
 LW1700_SETTING: 66 = SET IN ROCK OUTCROP
 LW1700_SP_SET: ROCK OUTCROP
 LW1700_STAMPING: M 62 1984
 LW1700_MARK LOGO: NGS   
 LW1700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1700+STABILITY: POSITION/ELEVATION WELL
 LW1700
 LW1700  HISTORY     - Date     Condition        Report By
 LW1700  HISTORY     - 1984     MONUMENTED       NGS
 LW1700  HISTORY     - 19961020 GOOD             USPSQD
 LW1700
 LW1700                          STATION DESCRIPTION
 LW1700
 LW1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1700'5.9 KM (3.65 MI) SOUTH FROM DANIELSON.
 LW1700'5.9 KM (3.65 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 LW1700'DANIELSON TO THE MARK ON THE RIGHT, IN TOP OF EXPOSED BEDROCK FLUSH
 LW1700'WITH THE GROUND, ON THE SOUTH SIDE OF A GRAVEL ENTRANCE DRIVE OF A
 LW1700'SINGLE STORY FRAME HOUSE, 1.5 KM (0.95 MI) NORTH OF THE JUNCTION OF
 LW1700'STATE HIGHWY 205, 7.80 METERS (25.5 FT) WEST OF THE CENTERLINE OF THE
 LW1700'HIGHWAY, 5.50 METERS (18.0 FT) SOUTH OF THE CENTER OF THE DRIVE,
 LW1700'32.61 METERS (107.0 FT) EAST OF THE SOUTHEAST CORNER OF A TWO CAR
 LW1700'GARAGE ATTACHED TO THE HOUSE.
 LW1700'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1700
 LW1700                          STATION RECOVERY (1996)
 LW1700
 LW1700'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2076 ***********************************************************************
 LX2076  DESIGNATION -  M 63
 LX2076  PID         -  LX2076
 LX2076  STATE/COUNTY-  CT/TOLLAND
 LX2076  USGS QUAD   -  ELLINGTON (1984)
 LX2076
 LX2076                         *CURRENT SURVEY CONTROL
 LX2076  ___________________________________________________________________
 LX2076* NAD 83(1986)-  41 58 49.     (N)    072 24 25.     (W)     SCALED    
 LX2076* NAVD 88     -       185.458  (meters)     608.46   (feet)  ADJUSTED  
 LX2076  ___________________________________________________________________
 LX2076  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX2076  DYNAMIC HT  -         185.399 (meters)     608.26  (feet)  COMP
 LX2076  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 LX2076
 LX2076  VERT ORDER  -  FIRST     CLASS II
 LX2076
 LX2076.The horizontal coordinates were scaled from a topographic map and have
 LX2076.an estimated accuracy of +/- 6 seconds.
 LX2076
 LX2076.The orthometric height was determined by differential leveling
 LX2076.and adjusted by the National Geodetic Survey in June 1991..
 LX2076
 LX2076.The geoid height was determined by GEOID03.
 LX2076
 LX2076.The dynamic height is computed by dividing the NAVD 88
 LX2076.geopotential number by the normal gravity value computed on the
 LX2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2076.degrees latitude (g = 980.6199 gals.).
 LX2076
 LX2076.The modeled gravity was interpolated from observed gravity values.
 LX2076
 LX2076;                    North         East    Units  Estimated Accuracy
 LX2076;SPC CT       -   279,840.      333,230.      MT  (+/- 180 meters Scaled)
 LX2076
 LX2076                          SUPERSEDED SURVEY CONTROL
 LX2076
 LX2076.No superseded survey control is available for this station.
 LX2076
 LX2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM148508(NAD 83)
 LX2076_MARKER: DB = BENCH MARK DISK
 LX2076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2076_SP_SET: HEADWALL
 LX2076_STAMPING: M 63 1984
 LX2076_MARK LOGO: NGS   
 LX2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2076+STABILITY: SURFACE MOTION
 LX2076
 LX2076  HISTORY     - Date     Condition        Report By
 LX2076  HISTORY     - 1984     MONUMENTED       NGS
 LX2076  HISTORY     - 20031014 GOOD             INDIV
 LX2076
 LX2076                          STATION DESCRIPTION
 LX2076
 LX2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2076'1.9 KM (1.2 MI) EAST FROM SOMERS.
 LX2076'1.9 KM (1.2 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2076'SOMERS TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST END OF THE
 LX2076'SOUTHWEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.10 METERS
 LX2076'(20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 17.74 METERS
 LX2076'(58.2 FT) SOUTHEAST OF UTILITY POLE 7815, 0.21 METER (0.7 FT)
 LX2076'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 LX2076'THE MARK IS 1.45 METERS  W FROM A WITNESS POST.
 LX2076'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2076
 LX2076                          STATION RECOVERY (2003)
 LX2076
 LX2076'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2076' 
 LX2076' 
 LX2076' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2123 ***********************************************************************
 LX2123  DESIGNATION -  M 64
 LX2123  PID         -  LX2123
 LX2123  STATE/COUNTY-  CT/NEW LONDON
 LX2123  USGS QUAD   -  NORWICH (1983)
 LX2123
 LX2123                         *CURRENT SURVEY CONTROL
 LX2123  ___________________________________________________________________
 LX2123* NAD 83(1986)-  41 36 50.     (N)    072 03 23.     (W)     SCALED    
 LX2123* NAVD 88     -        69.140  (meters)     226.84   (feet)  ADJUSTED  
 LX2123  ___________________________________________________________________
 LX2123  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX2123  DYNAMIC HT  -          69.116 (meters)     226.76  (feet)  COMP
 LX2123  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX2123
 LX2123  VERT ORDER  -  FIRST     CLASS II
 LX2123
 LX2123.The horizontal coordinates were scaled from a topographic map and have
 LX2123.an estimated accuracy of +/- 6 seconds.
 LX2123
 LX2123.The orthometric height was determined by differential leveling
 LX2123.and adjusted by the National Geodetic Survey in June 1991..
 LX2123
 LX2123.The geoid height was determined by GEOID03.
 LX2123
 LX2123.The dynamic height is computed by dividing the NAVD 88
 LX2123.geopotential number by the normal gravity value computed on the
 LX2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2123.degrees latitude (g = 980.6199 gals.).
 LX2123
 LX2123.The modeled gravity was interpolated from observed gravity values.
 LX2123
 LX2123;                    North         East    Units  Estimated Accuracy
 LX2123;SPC CT       -   239,320.      362,610.      MT  (+/- 180 meters Scaled)
 LX2123
 LX2123                          SUPERSEDED SURVEY CONTROL
 LX2123
 LX2123.No superseded survey control is available for this station.
 LX2123
 LX2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM452110(NAD 83)
 LX2123_MARKER: DB = BENCH MARK DISK
 LX2123_SETTING: 66 = SET IN ROCK OUTCROP
 LX2123_SP_SET: ROCK OUTCROP
 LX2123_STAMPING: M 64 1984
 LX2123_MARK LOGO: NGS   
 LX2123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2123+STABILITY: POSITION/ELEVATION WELL
 LX2123
 LX2123  HISTORY     - Date     Condition        Report By
 LX2123  HISTORY     - 1984     MONUMENTED       NGS
 LX2123  HISTORY     - 19901008 GOOD             USPSQD
 LX2123  HISTORY     - 20060523 GOOD             USPSQD
 LX2123
 LX2123                          STATION DESCRIPTION
 LX2123
 LX2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2123'2.5 KM (1.55 MI) EAST FROM BALTIC.
 LX2123'2.5 KM (1.55 MI) EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LX2123'STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE LEFT, IN TOP OF A 0.91
 LX2123'BY 0.91 METER (3 BY 3 FT) ROCK OUTCROP ON THE WEST SIDE OF THE
 LX2123'PROPERTY OF A SINGLE STORY FRAME HOUSE, 23.46 METERS (77.0 FT) NORTH
 LX2123'OF THE CENTERLINE OF THE HIGHWAY, 23.31 METERS (76.5 FT)
 LX2123'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 5.63 METERS
 LX2123'(18.5 FT) NORTHWEST OF A DOUBLE TRUNK PINE TREE.
 LX2123'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2123
 LX2123                          STATION RECOVERY (1990)
 LX2123
 LX2123'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2123'RECOVERED IN GOOD CONDITION.
 LX2123
 LX2123                          STATION RECOVERY (2006)
 LX2123
 LX2123'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX2123'MARK IS LOCATED NE OF POLE 308 AND NW OF POLE 307, NEAR THE W BOUNDARY
 LX2123'OF HOUSE 88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2151 ***********************************************************************
 LX2151  DESIGNATION -  M 65
 LX2151  PID         -  LX2151
 LX2151  STATE/COUNTY-  CT/TOLLAND
 LX2151  USGS QUAD   -  COLUMBIA (1984)
 LX2151
 LX2151                         *CURRENT SURVEY CONTROL
 LX2151  ___________________________________________________________________
 LX2151* NAD 83(1986)-  41 43 42.     (N)    072 19 17.     (W)     SCALED    
 LX2151* NAVD 88     -        90.441  (meters)     296.72   (feet)  ADJUSTED  
 LX2151  ___________________________________________________________________
 LX2151  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX2151  DYNAMIC HT  -          90.409 (meters)     296.62  (feet)  COMP
 LX2151  MODELED GRAV-     980,270.3   (mgal)                       NAVD 88
 LX2151
 LX2151  VERT ORDER  -  FIRST     CLASS II
 LX2151
 LX2151.The horizontal coordinates were scaled from a topographic map and have
 LX2151.an estimated accuracy of +/- 6 seconds.
 LX2151
 LX2151.The orthometric height was determined by differential leveling
 LX2151.and adjusted by the National Geodetic Survey in June 1991..
 LX2151
 LX2151.The geoid height was determined by GEOID03.
 LX2151
 LX2151.The dynamic height is computed by dividing the NAVD 88
 LX2151.geopotential number by the normal gravity value computed on the
 LX2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2151.degrees latitude (g = 980.6199 gals.).
 LX2151
 LX2151.The modeled gravity was interpolated from observed gravity values.
 LX2151
 LX2151;                    North         East    Units  Estimated Accuracy
 LX2151;SPC CT       -   251,890.      340,460.      MT  (+/- 180 meters Scaled)
 LX2151
 LX2151                          SUPERSEDED SURVEY CONTROL
 LX2151
 LX2151.No superseded survey control is available for this station.
 LX2151
 LX2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM227230(NAD 83)
 LX2151_MARKER: DB = BENCH MARK DISK
 LX2151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2151_SP_SET: ABUTMENT
 LX2151_STAMPING: M 65 1984
 LX2151_MARK LOGO: NGS   
 LX2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2151+STABILITY: SURFACE MOTION
 LX2151
 LX2151  HISTORY     - Date     Condition        Report By
 LX2151  HISTORY     - 1984     MONUMENTED       NGS
 LX2151
 LX2151                          STATION DESCRIPTION
 LX2151
 LX2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2151'9.3 KM (5.8 MI) WEST FROM WILLIMANTIC.
 LX2151'9.3 KM (5.8 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN
 LX2151'WILLIMANTIC TO THE MARK ON THE LEFT, AT THE JUNCTION OF WHITNEY ROAD,
 LX2151'IN TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A HIGHWAY BRIDGE OVER
 LX2151'COLUMBIA LAKE BROOK, ALSO 5.3 KM (3.3 MI) EAST ALONG U.S. HIGHWAY 6
 LX2151'FROM THE POST OFFICE IN ANDOVER, 5.63 METERS (18.5 FT) SOUTH OF THE
 LX2151'CENTERLINE OF THE HIGHWAY, 0.79 METER (2.6 FT) WEST OF THE EAST END OF
 LX2151'THE BRIDGE.
 LX2151'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2109 ***********************************************************************
 LX2109  DESIGNATION -  M 66
 LX2109  PID         -  LX2109
 LX2109  STATE/COUNTY-  CT/WINDHAM
 LX2109  USGS QUAD   -  EASTFORD (1983)
 LX2109
 LX2109                         *CURRENT SURVEY CONTROL
 LX2109  ___________________________________________________________________
 LX2109* NAD 83(1986)-  41 58 57.     (N)    072 04 57.     (W)     SCALED    
 LX2109* NAVD 88     -       218.819  (meters)     717.91   (feet)  ADJUSTED  
 LX2109  ___________________________________________________________________
 LX2109  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX2109  DYNAMIC HT  -         218.747 (meters)     717.67  (feet)  COMP
 LX2109  MODELED GRAV-     980,289.6   (mgal)                       NAVD 88
 LX2109
 LX2109  VERT ORDER  -  FIRST     CLASS II
 LX2109
 LX2109.The horizontal coordinates were scaled from a topographic map and have
 LX2109.an estimated accuracy of +/- 6 seconds.
 LX2109
 LX2109.The orthometric height was determined by differential leveling
 LX2109.and adjusted by the National Geodetic Survey in June 1991..
 LX2109
 LX2109.The geoid height was determined by GEOID03.
 LX2109
 LX2109.The dynamic height is computed by dividing the NAVD 88
 LX2109.geopotential number by the normal gravity value computed on the
 LX2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2109.degrees latitude (g = 980.6199 gals.).
 LX2109
 LX2109.The modeled gravity was interpolated from observed gravity values.
 LX2109
 LX2109;                    North         East    Units  Estimated Accuracy
 LX2109;SPC CT       -   280,240.      360,120.      MT  (+/- 180 meters Scaled)
 LX2109
 LX2109                          SUPERSEDED SURVEY CONTROL
 LX2109
 LX2109.No superseded survey control is available for this station.
 LX2109
 LX2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM416519(NAD 83)
 LX2109_MARKER: DB = BENCH MARK DISK
 LX2109_SETTING: 66 = SET IN ROCK OUTCROP
 LX2109_SP_SET: ROCK OUTCROP
 LX2109_STAMPING: M 66 1984
 LX2109_MARK LOGO: NGS   
 LX2109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2109+STABILITY: POSITION/ELEVATION WELL
 LX2109
 LX2109  HISTORY     - Date     Condition        Report By
 LX2109  HISTORY     - 1984     MONUMENTED       NGS
 LX2109
 LX2109                          STATION DESCRIPTION
 LX2109
 LX2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2109'7.3 KM (4.55 MI) EAST FROM UNION.
 LX2109'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2109'CHURCH OF UNION IN UNION, THENCE 3.8 KM (2.35 MI) EAST ALONG STATE
 LX2109'HIGHWAY 171, THENCE 3.1 KM (1.9 MI) EAST ALONG STATE HIGHWAY 197 TO
 LX2109'THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK CUT, IN THE NORTHWEST
 LX2109'ANGLE OF THE JUNCTION OF STATE HIGHWAY 198, 5.79 METERS (19.0 FT)
 LX2109'NORTH OF THE CENTERLINE OF HIGHWAY 197, 20.73 METERS (68.0 FT) WEST OF
 LX2109'THE CENTERLINE OF HIGHWAY 198, 2.35 METERS (7.7 FT) SOUTH OF A 61-CM
 LX2109'(24-IN) OAK TREE.
 LX2109'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2215 ***********************************************************************
 LX2215  DESIGNATION -  M 67
 LX2215  PID         -  LX2215
 LX2215  STATE/COUNTY-  CT/MIDDLESEX
 LX2215  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2215
 LX2215                         *CURRENT SURVEY CONTROL
 LX2215  ___________________________________________________________________
 LX2215* NAD 83(1986)-  41 32 03.     (N)    072 36 50.     (W)     SCALED    
 LX2215* NAVD 88     -        91.493  (meters)     300.17   (feet)  ADJUSTED  
 LX2215  ___________________________________________________________________
 LX2215  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2215  DYNAMIC HT  -          91.463 (meters)     300.07  (feet)  COMP
 LX2215  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX2215
 LX2215  VERT ORDER  -  FIRST     CLASS II
 LX2215
 LX2215.The horizontal coordinates were scaled from a topographic map and have
 LX2215.an estimated accuracy of +/- 6 seconds.
 LX2215
 LX2215.The orthometric height was determined by differential leveling
 LX2215.and adjusted by the National Geodetic Survey in June 1991..
 LX2215
 LX2215.The geoid height was determined by GEOID03.
 LX2215
 LX2215.The dynamic height is computed by dividing the NAVD 88
 LX2215.geopotential number by the normal gravity value computed on the
 LX2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2215.degrees latitude (g = 980.6199 gals.).
 LX2215
 LX2215.The modeled gravity was interpolated from observed gravity values.
 LX2215
 LX2215;                    North         East    Units  Estimated Accuracy
 LX2215;SPC CT       -   230,240.      316,160.      MT  (+/- 180 meters Scaled)
 LX2215
 LX2215                          SUPERSEDED SURVEY CONTROL
 LX2215
 LX2215.No superseded survey control is available for this station.
 LX2215
 LX2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM990008(NAD 83)
 LX2215_MARKER: I = METAL ROD
 LX2215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2215_SP_SET: STAINLESS STEEL ROD
 LX2215_STAMPING: M 67 1984
 LX2215_MARK LOGO: NGS   
 LX2215_PROJECTION: FLUSH
 LX2215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2215_ROD/PIPE-DEPTH: 6.1  meters
 LX2215
 LX2215  HISTORY     - Date     Condition        Report By
 LX2215  HISTORY     - 1984     MONUMENTED       NGS
 LX2215  HISTORY     - 1985     GOOD             NGS
 LX2215
 LX2215                          STATION DESCRIPTION
 LX2215
 LX2215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2215'4.3 KM (2.65 MI) SE FROM MIDDLETOWN.
 LX2215'4.3 KM (2.65 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2215'MIDDLETOWN TO THE MARK ON THE RIGHT, 7.32 METERS (24.0 FT) SOUTHWEST
 LX2215'OF THE CENTERLINE OF THE HIGHWAY, 8.23 METERS (27.0 FT) EAST OF THE
 LX2215'CENTERLINE OF BARTHOLOMEW ROAD, 0.79 METER (2.6 FT) SOUTHEAST OF
 LX2215'UTILITY POLE 112S.
 LX2215'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX2215
 LX2215                          STATION RECOVERY (1985)
 LX2215
 LX2215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2245 ***********************************************************************
 LX2245  DESIGNATION -  M 69
 LX2245  PID         -  LX2245
 LX2245  STATE/COUNTY-  CT/MIDDLESEX
 LX2245  USGS QUAD   -  DEEP RIVER (1971)
 LX2245
 LX2245                         *CURRENT SURVEY CONTROL
 LX2245  ___________________________________________________________________
 LX2245* NAD 83(1986)-  41 22 45.     (N)    072 26 01.     (W)     SCALED    
 LX2245* NAVD 88     -        20.036  (meters)      65.73   (feet)  ADJUSTED  
 LX2245  ___________________________________________________________________
 LX2245  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX2245  DYNAMIC HT  -          20.029 (meters)      65.71  (feet)  COMP
 LX2245  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX2245
 LX2245  VERT ORDER  -  FIRST     CLASS II
 LX2245
 LX2245.The horizontal coordinates were scaled from a topographic map and have
 LX2245.an estimated accuracy of +/- 6 seconds.
 LX2245
 LX2245.The orthometric height was determined by differential leveling
 LX2245.and adjusted by the National Geodetic Survey in June 1991..
 LX2245
 LX2245.The geoid height was determined by GEOID03.
 LX2245
 LX2245.The dynamic height is computed by dividing the NAVD 88
 LX2245.geopotential number by the normal gravity value computed on the
 LX2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2245.degrees latitude (g = 980.6199 gals.).
 LX2245
 LX2245.The modeled gravity was interpolated from observed gravity values.
 LX2245
 LX2245;                    North         East    Units  Estimated Accuracy
 LX2245;SPC CT       -   213,070.      331,270.      MT  (+/- 180 meters Scaled)
 LX2245
 LX2245                          SUPERSEDED SURVEY CONTROL
 LX2245
 LX2245.No superseded survey control is available for this station.
 LX2245
 LX2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL146840(NAD 83)
 LX2245_MARKER: DB = BENCH MARK DISK
 LX2245_SETTING: 66 = SET IN ROCK OUTCROP
 LX2245_SP_SET: ROCK OUTCROP
 LX2245_STAMPING: M 69 1984
 LX2245_MARK LOGO: NGS   
 LX2245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2245+STABILITY: POSITION/ELEVATION WELL
 LX2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2245+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2245
 LX2245  HISTORY     - Date     Condition        Report By
 LX2245  HISTORY     - 1984     MONUMENTED       NGS
 LX2245  HISTORY     - 1989     GOOD             USPSQD
 LX2245  HISTORY     - 1991     GOOD             USPSQD
 LX2245  HISTORY     - 19950806 GOOD             USPSQD
 LX2245  HISTORY     - 19970210 GOOD             USPSQD
 LX2245  HISTORY     - 20060211 GOOD             USPSQD
 LX2245
 LX2245                          STATION DESCRIPTION
 LX2245
 LX2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2245'IN DEEP RIVER.
 LX2245'IN DEEP RIVER, 0.3 KM (0.2 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE
 LX2245'POST OFFICE TO THE MARK ON THE LEFT, 14.0 METERS (46.0 FT) EAST OF THE
 LX2245'CENTERLINE OF THE HIGHWAY, 20.1 METERS (66.0 FT) SOUTHEAST OF POWER
 LX2245'POLE 345, 18.8 METERS (62.0 FT) NORTHEAST OF POWER POLE 344.
 LX2245'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX2245
 LX2245                          STATION RECOVERY (1989)
 LX2245
 LX2245'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2245'RECOVERED IN GOOD CONDITION.
 LX2245
 LX2245                          STATION RECOVERY (1991)
 LX2245
 LX2245'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2245'RECOVERED IN GOOD CONDITION.
 LX2245
 LX2245                          STATION RECOVERY (1995)
 LX2245
 LX2245'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2245'RECOVERED IN GOOD CONDITION.
 LX2245
 LX2245                          STATION RECOVERY (1997)
 LX2245
 LX2245'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2245'RECOVERED IN GOOD CONDITION.
 LX2245
 LX2245                          STATION RECOVERY (2006)
 LX2245
 LX2245'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0540 ***********************************************************************
 LX0540  DESIGNATION -  M 7
 LX0540  PID         -  LX0540
 LX0540  STATE/COUNTY-  CT/HARTFORD
 LX0540  USGS QUAD   -  NEW BRITAIN (1992)
 LX0540
 LX0540                         *CURRENT SURVEY CONTROL
 LX0540  ___________________________________________________________________
 LX0540* NAD 83(1986)-  41 40 23.     (N)    072 52 01.     (W)     SCALED    
 LX0540* NAVD 88     -        56.184  (meters)     184.33   (feet)  POSTED    
 LX0540  ___________________________________________________________________
 LX0540  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0540  DYNAMIC HT  -          56.170 (meters)     184.28  (feet)  COMP
 LX0540  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 LX0540
 LX0540  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0540
 LX0540.The horizontal coordinates were scaled from a topographic map and have
 LX0540.an estimated accuracy of +/- 6 seconds.
 LX0540
 LX0540.The orthometric height was determined by differential leveling
 LX0540.and adjusted by the National Geodetic Survey in 1992..
 LX0540.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0540.rate of 0.0 thru 1.0 mm/km.
 LX0540
 LX0540.The geoid height was determined by GEOID03.
 LX0540
 LX0540.The dynamic height is computed by dividing the NAVD 88
 LX0540.geopotential number by the normal gravity value computed on the
 LX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0540.degrees latitude (g = 980.6199 gals.).
 LX0540
 LX0540.The modeled gravity was interpolated from observed gravity values.
 LX0540
 LX0540;                    North         East    Units  Estimated Accuracy
 LX0540;SPC CT       -   245,670.      295,060.      MT  (+/- 180 meters Scaled)
 LX0540
 LX0540                          SUPERSEDED SURVEY CONTROL
 LX0540
 LX0540  NGVD 29 (??/??/92)   56.455  (m)          185.22   (f) ADJ UNCH    1 2
 LX0540
 LX0540.Superseded values are not recommended for survey control.
 LX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0540.See file dsdata.txt to determine how the superseded data were derived.
 LX0540
 LX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM775156(NAD 83)
 LX0540_MARKER: DB = BENCH MARK DISK
 LX0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0540_SP_SET: SANDSTONE BLOCK IN ABUTMENT
 LX0540_STAMPING: 185.219 FT
 LX0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0540+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2006
 LX0540
 LX0540  HISTORY     - Date     Condition        Report By
 LX0540  HISTORY     - UNK      MONUMENTED       CGS
 LX0540  HISTORY     - 1923     GOOD             NGS
 LX0540  HISTORY     - 1934     GOOD             LOCSUR
 LX0540  HISTORY     - 1972     GOOD             CTGS
 LX0540  HISTORY     - 1985     GOOD             USPSQD
 LX0540  HISTORY     - 20060207 GOOD             USPSQD
 LX0540
 LX0540                          STATION DESCRIPTION
 LX0540
 LX0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0540'AT PLAINVILLE.
 LX0540'AT PLAINVILLE, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0540'AND HARTFORD RR, ABOUT 35 YDS W OF THE STATION, IN THE NE
 LX0540'ABUTMENT OF BRIDGE 45, IN A SANDSTONE BLOCK IN THE SECOND TIER.
 LX0540'A STANDARD DISK STAMPED 185.219 FT.  NOTE-- DISK IS 6.3 FT N OF
 LX0540'N RAIL AND ABOUT 21/2 FT LOWER THAN THE TRACK.
 LX0540
 LX0540                          STATION RECOVERY (1934)
 LX0540
 LX0540'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0540'RECOVERED IN GOOD CONDITION.
 LX0540
 LX0540                          STATION RECOVERY (1972)
 LX0540
 LX0540'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0540'RECOVERED IN GOOD CONDITION.
 LX0540
 LX0540                          STATION RECOVERY (1985)
 LX0540
 LX0540'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0540'FROM ROUTES 72 IN FRONT OF PLAINVILLE CITY HALL-POLICE STATION.
 LX0540'MPROCEED IN A NORTHERLY DIRECTION ON THE RAILROAD TRACKS FOR 700 FEET
 LX0540'TO THE INTERSECTION OF EAST-WEST TRACKS. THEN GO WEST FOR 75 FEET TO
 LX0540'THE RAILROAD TRESTLE. ON THE EASTERN ABUTMENT, 20 FEET NORTH OF THE
 LX0540'CENTER OF THE TRACKS AND 32 INCHES BELOW, HORIZONTALLY CEMENTED INTO
 LX0540'THE STONE BLOCK ABUTMENT.
 LX0540
 LX0540                          STATION RECOVERY (2006)
 LX0540
 LX0540'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2288 ***********************************************************************
 LX2288  DESIGNATION -  M 71
 LX2288  PID         -  LX2288
 LX2288  STATE/COUNTY-  CT/FAIRFIELD
 LX2288  USGS QUAD   -  POUND RIDGE (1971)
 LX2288
 LX2288                         *CURRENT SURVEY CONTROL
 LX2288  ___________________________________________________________________
 LX2288* NAD 83(1986)-  41 11 11.     (N)    073 31 35.     (W)     SCALED    
 LX2288* NAVD 88     -       138.280  (meters)     453.67   (feet)  ADJUSTED  
 LX2288  ___________________________________________________________________
 LX2288  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX2288  DYNAMIC HT  -         138.232 (meters)     453.52  (feet)  COMP
 LX2288  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX2288
 LX2288  VERT ORDER  -  FIRST     CLASS II
 LX2288
 LX2288.The horizontal coordinates were scaled from a topographic map and have
 LX2288.an estimated accuracy of +/- 6 seconds.
 LX2288
 LX2288.The orthometric height was determined by differential leveling
 LX2288.and adjusted by the National Geodetic Survey in June 1991..
 LX2288
 LX2288.The geoid height was determined by GEOID03.
 LX2288
 LX2288.The dynamic height is computed by dividing the NAVD 88
 LX2288.geopotential number by the normal gravity value computed on the
 LX2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2288.degrees latitude (g = 980.6199 gals.).
 LX2288
 LX2288.The modeled gravity was interpolated from observed gravity values.
 LX2288
 LX2288;                    North         East    Units  Estimated Accuracy
 LX2288;SPC CT       -   191,900.      239,660.      MT  (+/- 180 meters Scaled)
 LX2288
 LX2288                          SUPERSEDED SURVEY CONTROL
 LX2288
 LX2288.No superseded survey control is available for this station.
 LX2288
 LX2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL235604(NAD 83)
 LX2288_MARKER: DB = BENCH MARK DISK
 LX2288_SETTING: 66 = SET IN ROCK OUTCROP
 LX2288_SP_SET: ROCK OUTCROP
 LX2288_STAMPING: M 71 1985
 LX2288_MARK LOGO: NGS   
 LX2288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2288+STABILITY: POSITION/ELEVATION WELL
 LX2288
 LX2288  HISTORY     - Date     Condition        Report By
 LX2288  HISTORY     - 1985     MONUMENTED       NGS
 LX2288
 LX2288                          STATION DESCRIPTION
 LX2288
 LX2288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2288'2.3 KM (1.4 MI) SE FROM POUND RIDGE NY.
 LX2288'2.3 KM (1.4 MI) SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LX2288'IN POUND RIDGE, NY, TO THE MARK ON THE LEFT, 4.8 METERS (16.0 FT)
 LX2288'NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.0 FT) EAST OF
 LX2288'POWER POLE 6458, 3.8 METERS (12.5 FT) WEST OF THE CENTER OF A
 LX2288'DRIVEWAY, 0.43 METER (1.4 FT) SOUTH OF A ROCK PILLAR.
 LX2288'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2276 ***********************************************************************
 LX2276  DESIGNATION -  M 72
 LX2276  PID         -  LX2276
 LX2276  STATE/COUNTY-  CT/FAIRFIELD
 LX2276  USGS QUAD   -  STAMFORD (1984)
 LX2276
 LX2276                         *CURRENT SURVEY CONTROL
 LX2276  ___________________________________________________________________
 LX2276* NAD 83(1986)-  41 06 10.     (N)    073 33 57.     (W)     SCALED    
 LX2276* NAVD 88     -        37.017  (meters)     121.45   (feet)  ADJUSTED  
 LX2276  ___________________________________________________________________
 LX2276  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX2276  DYNAMIC HT  -          37.004 (meters)     121.40  (feet)  COMP
 LX2276  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX2276
 LX2276  VERT ORDER  -  FIRST     CLASS II
 LX2276
 LX2276.The horizontal coordinates were scaled from a topographic map and have
 LX2276.an estimated accuracy of +/- 6 seconds.
 LX2276
 LX2276.The orthometric height was determined by differential leveling
 LX2276.and adjusted by the National Geodetic Survey in June 1991..
 LX2276
 LX2276.The geoid height was determined by GEOID03.
 LX2276
 LX2276.The dynamic height is computed by dividing the NAVD 88
 LX2276.geopotential number by the normal gravity value computed on the
 LX2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2276.degrees latitude (g = 980.6199 gals.).
 LX2276
 LX2276.The modeled gravity was interpolated from observed gravity values.
 LX2276
 LX2276;                    North         East    Units  Estimated Accuracy
 LX2276;SPC CT       -   182,650.      236,270.      MT  (+/- 180 meters Scaled)
 LX2276
 LX2276                          SUPERSEDED SURVEY CONTROL
 LX2276
 LX2276.No superseded survey control is available for this station.
 LX2276
 LX2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL204511(NAD 83)
 LX2276_MARKER: DB = BENCH MARK DISK
 LX2276_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2276_SP_SET: BRIDGE ABUTMENT
 LX2276_STAMPING: M 72 1985
 LX2276_MARK LOGO: NGS   
 LX2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2276
 LX2276  HISTORY     - Date     Condition        Report By
 LX2276  HISTORY     - 1985     MONUMENTED       NGS
 LX2276
 LX2276                          STATION DESCRIPTION
 LX2276
 LX2276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2276'2.0 KM (1.25 MI) SW FROM STAMFORD.
 LX2276'2.0 KM (1.25 MI) SOUTHWEST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2276'FROM THE OVERPASS FOR STATE HIGHWAY 137 IN STAMFORD TO THE MARK ON THE
 LX2276'LEFT, IN TOP OF THE SOUTHWEST ABUTMENT OF THE OVERPASS FOR STATE
 LX2276'HIGHWAY 104 (LONG RIDGE ROAD), 0.09 METER (0.3 FT) SOUTH-SOUTHEAST OF
 LX2276'THE SOUTHEAST EDGE OF THE HIGHWAY, 0.49 METER (1.6 FT) NORTHEAST OF
 LX2276'THE SOUTHWEST END OF THE ABUTMENT.
 LX2276'THE MARK IS 0.12 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2321 ***********************************************************************
 LX2321  DESIGNATION -  M 73
 LX2321  PID         -  LX2321
 LX2321  STATE/COUNTY-  CT/FAIRFIELD
 LX2321  USGS QUAD   -  BOTSFORD (1984)
 LX2321
 LX2321                         *CURRENT SURVEY CONTROL
 LX2321  ___________________________________________________________________
 LX2321* NAD 83(1986)-  41 17 26.     (N)    073 19 04.     (W)     SCALED    
 LX2321* NAVD 88     -       141.397  (meters)     463.90   (feet)  ADJUSTED  
 LX2321  ___________________________________________________________________
 LX2321  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2321  DYNAMIC HT  -         141.349 (meters)     463.74  (feet)  COMP
 LX2321  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX2321
 LX2321  VERT ORDER  -  FIRST     CLASS II
 LX2321
 LX2321.The horizontal coordinates were scaled from a topographic map and have
 LX2321.an estimated accuracy of +/- 6 seconds.
 LX2321
 LX2321.The orthometric height was determined by differential leveling
 LX2321.and adjusted by the National Geodetic Survey in June 1991..
 LX2321
 LX2321.The geoid height was determined by GEOID03.
 LX2321
 LX2321.The dynamic height is computed by dividing the NAVD 88
 LX2321.geopotential number by the normal gravity value computed on the
 LX2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2321.degrees latitude (g = 980.6199 gals.).
 LX2321
 LX2321.The modeled gravity was interpolated from observed gravity values.
 LX2321
 LX2321;                    North         East    Units  Estimated Accuracy
 LX2321;SPC CT       -   203,330.      257,240.      MT  (+/- 180 meters Scaled)
 LX2321
 LX2321                          SUPERSEDED SURVEY CONTROL
 LX2321
 LX2321.No superseded survey control is available for this station.
 LX2321
 LX2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL408723(NAD 83)
 LX2321_MARKER: DB = BENCH MARK DISK
 LX2321_SETTING: 66 = SET IN ROCK OUTCROP
 LX2321_SP_SET: ROCK OUTCROP
 LX2321_STAMPING: M 73 1985
 LX2321_MARK LOGO: NGS   
 LX2321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2321+STABILITY: POSITION/ELEVATION WELL
 LX2321
 LX2321  HISTORY     - Date     Condition        Report By
 LX2321  HISTORY     - 1985     MONUMENTED       NGS
 LX2321
 LX2321                          STATION DESCRIPTION
 LX2321
 LX2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2321'5.2 KM (3.25 MI) SOUTH FROM REDDING RIDGE.
 LX2321'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2321'CROSS HIGHWAY IN REDDING RIDGE, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG
 LX2321'PINE TREE ROAD, THENCE 1.8 KM (1.15 MI) NORTHEAST ALONG ROCK HOUSE
 LX2321'ROAD TO THE MARK ON THE RIGHT, 6.0 METERS (20.0 FT) SOUTHEAST OF THE
 LX2321'CENTERLINE OF ROCK HOUSE ROAD, 7.6 METERS (25.0 FT) SOUTHWEST OF THE
 LX2321'CENTER OF A DRIVEWAY.
 LX2321'THE MARK IS 0.91 METERS  NE FROM  A WITNESS POST
 LX2321'THE MARK IS 0.45 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2354 ***********************************************************************
 LX2354  DESIGNATION -  M 74
 LX2354  PID         -  LX2354
 LX2354  STATE/COUNTY-  CT/FAIRFIELD
 LX2354  USGS QUAD   -  NEWTOWN (1984)
 LX2354
 LX2354                         *CURRENT SURVEY CONTROL
 LX2354  ___________________________________________________________________
 LX2354* NAD 83(1986)-  41 22 53.     (N)    073 17 00.     (W)     SCALED    
 LX2354* NAVD 88     -       142.331  (meters)     466.96   (feet)  ADJUSTED  
 LX2354  ___________________________________________________________________
 LX2354  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2354  DYNAMIC HT  -         142.283 (meters)     466.81  (feet)  COMP
 LX2354  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX2354
 LX2354  VERT ORDER  -  FIRST     CLASS II
 LX2354
 LX2354.The horizontal coordinates were scaled from a topographic map and have
 LX2354.an estimated accuracy of +/- 6 seconds.
 LX2354
 LX2354.The orthometric height was determined by differential leveling
 LX2354.and adjusted by the National Geodetic Survey in June 1991..
 LX2354
 LX2354.The geoid height was determined by GEOID03.
 LX2354
 LX2354.The dynamic height is computed by dividing the NAVD 88
 LX2354.geopotential number by the normal gravity value computed on the
 LX2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2354.degrees latitude (g = 980.6199 gals.).
 LX2354
 LX2354.The modeled gravity was interpolated from observed gravity values.
 LX2354
 LX2354;                    North         East    Units  Estimated Accuracy
 LX2354;SPC CT       -   213,400.      260,190.      MT  (+/- 180 meters Scaled)
 LX2354
 LX2354                          SUPERSEDED SURVEY CONTROL
 LX2354
 LX2354.No superseded survey control is available for this station.
 LX2354
 LX2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL435825(NAD 83)
 LX2354_MARKER: DB = BENCH MARK DISK
 LX2354_SETTING: 66 = SET IN ROCK OUTCROP
 LX2354_SP_SET: ROCK OUTCROP
 LX2354_STAMPING: M 74 1985
 LX2354_MARK LOGO: NGS   
 LX2354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2354+STABILITY: POSITION/ELEVATION WELL
 LX2354
 LX2354  HISTORY     - Date     Condition        Report By
 LX2354  HISTORY     - 1985     MONUMENTED       NGS
 LX2354  HISTORY     - 19910730 GOOD             USPSQD
 LX2354
 LX2354                          STATION DESCRIPTION
 LX2354
 LX2354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2354'4.3 KM (2.7 MI) SE FROM NEWTOWN.
 LX2354'4.3 KM (2.7 MI) SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2354'U.S. HIGHWAYS 6 AND 202 IN NEWTOWN TO THE MARK ON THE LEFT, IN TOP OF
 LX2354'ROCK OUTCROP MEASURING APPROXIMATELY 0.91 METER BY 3.66 METER (3 FT BY
 LX2354'12 FT), ON PROPERTY OWNED BY DRESSER INDUSTRIES, INC. - HEISE
 LX2354'PRECISION INSTRUMENTS - NEWTOWN PLANT, 44.50 METERS (146.0 FT) EAST OF
 LX2354'THE CENTERLINE OF THE HIGHWAY, 30.78 METERS (101.0 FT) NORTH-NORTHEAST
 LX2354'OF UTILITY POLE 659S WITH TWO GUY WIRES, 11.64 METERS (38.2 FT) SOUTH
 LX2354'OF AN ALUMINUM LAMP POST.
 LX2354'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2354
 LX2354                          STATION RECOVERY (1991)
 LX2354
 LX2354'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2470 ***********************************************************************
 LX2470  DESIGNATION -  M 75
 LX2470  PID         -  LX2470
 LX2470  STATE/COUNTY-  CT/LITCHFIELD
 LX2470  USGS QUAD   -  THOMASTON (1976)
 LX2470
 LX2470                         *CURRENT SURVEY CONTROL
 LX2470  ___________________________________________________________________
 LX2470* NAD 83(1986)-  41 41 51.     (N)    073 03 24.     (W)     SCALED    
 LX2470* NAVD 88     -       163.650  (meters)     536.91   (feet)  ADJUSTED  
 LX2470  ___________________________________________________________________
 LX2470  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2470  DYNAMIC HT  -         163.599 (meters)     536.74  (feet)  COMP
 LX2470  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 LX2470
 LX2470  VERT ORDER  -  FIRST     CLASS II
 LX2470
 LX2470.The horizontal coordinates were scaled from a topographic map and have
 LX2470.an estimated accuracy of +/- 6 seconds.
 LX2470
 LX2470.The orthometric height was determined by differential leveling
 LX2470.and adjusted by the National Geodetic Survey in June 1991..
 LX2470
 LX2470.The geoid height was determined by GEOID03.
 LX2470
 LX2470.The dynamic height is computed by dividing the NAVD 88
 LX2470.geopotential number by the normal gravity value computed on the
 LX2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2470.degrees latitude (g = 980.6199 gals.).
 LX2470
 LX2470.The modeled gravity was interpolated from observed gravity values.
 LX2470
 LX2470;                    North         East    Units  Estimated Accuracy
 LX2470;SPC CT       -   248,420.      279,270.      MT  (+/- 180 meters Scaled)
 LX2470
 LX2470                          SUPERSEDED SURVEY CONTROL
 LX2470
 LX2470.No superseded survey control is available for this station.
 LX2470
 LX2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM617180(NAD 83)
 LX2470_MARKER: DB = BENCH MARK DISK
 LX2470_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX2470+WITH SETTING: PAVEMENT
 LX2470_SP_SET: HEADWALL
 LX2470_STAMPING: M 75 1985
 LX2470_MARK LOGO: NGS   
 LX2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2470+STABILITY: SURFACE MOTION
 LX2470
 LX2470  HISTORY     - Date     Condition        Report By
 LX2470  HISTORY     - 1985     MONUMENTED       NGS
 LX2470
 LX2470                          STATION DESCRIPTION
 LX2470
 LX2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2470'3.4 KM (2.1 MI) NORTH FROM THOMASTON.
 LX2470'1.7 KM (1.1 MI) NORTH ALONG NORTH MAIN STREET FROM THE POST OFFICE IN
 LX2470'THOMASTON, THENCE 1.6 KM (1.0 MI) NORTHEAST ALONG STATE HIGHWAY 222 TO
 LX2470'THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF THE EAST HEADWALL OF
 LX2470'A CULVERT UNDER THE HIGHWAY, 0.1 KM (0.05 MI) SOUTH OF THE PLYMOUTH
 LX2470'TOWN LINE SIGN, 18.59 METERS (61.0 FT) SOUTHEAST AND ACROSS THE
 LX2470'HIGHWAY FROM POWER POLE 1289, 9.75 (32.0 FT) SOUTH OF THE CENTER OF A
 LX2470'PAVED ENTRANCE DRIVE OF A SINGLE STORY FRAME HOUSE.
 LX2470'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2470'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2698 ***********************************************************************
 LX2698  DESIGNATION -  M 76
 LX2698  PID         -  LX2698
 LX2698  STATE/COUNTY-  CT/HARTFORD
 LX2698  USGS QUAD   -  AVON (1984)
 LX2698
 LX2698                         *CURRENT SURVEY CONTROL
 LX2698  ___________________________________________________________________
 LX2698* NAD 83(1986)-  41 49 15.     (N)    072 52 21.     (W)     SCALED    
 LX2698* NAVD 88     -       104.851  (meters)     344.00   (feet)  ADJUSTED  
 LX2698  ___________________________________________________________________
 LX2698  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX2698  DYNAMIC HT  -         104.821 (meters)     343.90  (feet)  COMP
 LX2698  MODELED GRAV-     980,333.0   (mgal)                       NAVD 88
 LX2698
 LX2698  VERT ORDER  -  FIRST     CLASS II
 LX2698
 LX2698.The horizontal coordinates were scaled from a topographic map and have
 LX2698.an estimated accuracy of +/- 6 seconds.
 LX2698
 LX2698.The orthometric height was determined by differential leveling
 LX2698.and adjusted by the National Geodetic Survey in June 1991..
 LX2698
 LX2698.The geoid height was determined by GEOID03.
 LX2698
 LX2698.The dynamic height is computed by dividing the NAVD 88
 LX2698.geopotential number by the normal gravity value computed on the
 LX2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2698.degrees latitude (g = 980.6199 gals.).
 LX2698
 LX2698.The modeled gravity was interpolated from observed gravity values.
 LX2698
 LX2698;                    North         East    Units  Estimated Accuracy
 LX2698;SPC CT       -   262,080.      294,620.      MT  (+/- 180 meters Scaled)
 LX2698
 LX2698                          SUPERSEDED SURVEY CONTROL
 LX2698
 LX2698.No superseded survey control is available for this station.
 LX2698
 LX2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM766320(NAD 83)
 LX2698_MARKER: DB = BENCH MARK DISK
 LX2698_SETTING: 66 = SET IN ROCK OUTCROP
 LX2698_SP_SET: ROCK CUT
 LX2698_STAMPING: M 76 1985
 LX2698_MARK LOGO: NGS   
 LX2698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2698+STABILITY: POSITION/ELEVATION WELL
 LX2698
 LX2698  HISTORY     - Date     Condition        Report By
 LX2698  HISTORY     - 1985     MONUMENTED       NGS
 LX2698
 LX2698                          STATION DESCRIPTION
 LX2698
 LX2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2698'1.3 KM (0.8 MI) EAST FROM CANTON.
 LX2698'1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2698'HIGHWAY 177 IN CANTON TO THE MARK ON THE LEFT, IN THE TOP OF THE BASE
 LX2698'OF A ROCK CUT, 11.21 METERS (36.8 FT) NORTHEAST OF THE CENTER LINE OF
 LX2698'THE HIGHWAY, 32.03 METERS (106.0 FT) SOUTHEAST OF THE CENTER LINE OF
 LX2698'BRASSLANTERN ROAD, 21.03 METERS (69.0 FT) SOUTHEAST OF THE NORTHWEST
 LX2698'END OF THE ROCK CUT, 8.93 METERS (29.3 FT) NORTHWEST OF POWER POLE
 LX2698'NUMBER 6614.
 LX2698'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2698'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2518 ***********************************************************************
 LX2518  DESIGNATION -  M 77
 LX2518  PID         -  LX2518
 LX2518  STATE/COUNTY-  CT/NEW HAVEN
 LX2518  USGS QUAD   -  ANSONIA (1984)
 LX2518
 LX2518                         *CURRENT SURVEY CONTROL
 LX2518  ___________________________________________________________________
 LX2518* NAD 83(1986)-  41 22 25.     (N)    073 05 02.     (W)     SCALED    
 LX2518* NAVD 88     -        22.598  (meters)      74.14   (feet)  ADJUSTED  
 LX2518  ___________________________________________________________________
 LX2518  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX2518  DYNAMIC HT  -          22.591 (meters)      74.12  (feet)  COMP
 LX2518  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 LX2518
 LX2518  VERT ORDER  -  FIRST     CLASS II
 LX2518
 LX2518.The horizontal coordinates were scaled from a topographic map and have
 LX2518.an estimated accuracy of +/- 6 seconds.
 LX2518
 LX2518.The orthometric height was determined by differential leveling
 LX2518.and adjusted by the National Geodetic Survey in June 1991..
 LX2518
 LX2518.The geoid height was determined by GEOID03.
 LX2518
 LX2518.The dynamic height is computed by dividing the NAVD 88
 LX2518.geopotential number by the normal gravity value computed on the
 LX2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2518.degrees latitude (g = 980.6199 gals.).
 LX2518
 LX2518.The modeled gravity was interpolated from observed gravity values.
 LX2518
 LX2518;                    North         East    Units  Estimated Accuracy
 LX2518;SPC CT       -   212,460.      276,870.      MT  (+/- 180 meters Scaled)
 LX2518
 LX2518                          SUPERSEDED SURVEY CONTROL
 LX2518
 LX2518.No superseded survey control is available for this station.
 LX2518
 LX2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL602820(NAD 83)
 LX2518_MARKER: DB = BENCH MARK DISK
 LX2518_SETTING: 66 = SET IN ROCK OUTCROP
 LX2518_SP_SET: ROCK CUT
 LX2518_STAMPING: M 77 1985
 LX2518_MARK LOGO: NGS   
 LX2518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2518+STABILITY: POSITION/ELEVATION WELL
 LX2518
 LX2518  HISTORY     - Date     Condition        Report By
 LX2518  HISTORY     - 1985     MONUMENTED       NGS
 LX2518
 LX2518                          STATION DESCRIPTION
 LX2518
 LX2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2518'5.0 KM (3.1 MI) NORTH FROM DERBY.
 LX2518'5.0 KM (3.1 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2518'STATE HIGHWAY 34 IN DERBY TO THE MARK ON THE LEFT, ALSO 2.2 KM (1.35
 LX2518'MI) SOUTH ALONG HIGHWAY 8 FROM THE UNDERPASS OF STATE HIGHWAY 313 IN
 LX2518'SEYMOUR, 14.02 METERS (46.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2518'SOUTH BOUND LANE OF THE HIGHWAY, 20.88 METERS (68.5 FT) NORTHEAST OF
 LX2518'THE BASE OF AN OVERHANGING SIGN FOR EXIT 20, 2.13 METERS (7.0 FT)
 LX2518'NORTH OF THE NORTHEAST END OF A METAL GUARD RAIL.
 LX2518'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2849 ***********************************************************************
 LX2849  DESIGNATION -  M 78
 LX2849  PID         -  LX2849
 LX2849  STATE/COUNTY-  CT/NEW HAVEN
 LX2849  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2849
 LX2849                         *CURRENT SURVEY CONTROL
 LX2849  ___________________________________________________________________
 LX2849* NAD 83(1986)-  41 28 38.     (N)    072 55 45.     (W)     SCALED    
 LX2849* NAVD 88     -        44.271  (meters)     145.25   (feet)  ADJUSTED  
 LX2849  ___________________________________________________________________
 LX2849  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2849  DYNAMIC HT  -          44.257 (meters)     145.20  (feet)  COMP
 LX2849  MODELED GRAV-     980,311.4   (mgal)                       NAVD 88
 LX2849
 LX2849  VERT ORDER  -  FIRST     CLASS II
 LX2849
 LX2849.The horizontal coordinates were scaled from a topographic map and have
 LX2849.an estimated accuracy of +/- 6 seconds.
 LX2849
 LX2849.The orthometric height was determined by differential leveling
 LX2849.and adjusted by the National Geodetic Survey in June 1991..
 LX2849
 LX2849.The geoid height was determined by GEOID03.
 LX2849
 LX2849.The dynamic height is computed by dividing the NAVD 88
 LX2849.geopotential number by the normal gravity value computed on the
 LX2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2849.degrees latitude (g = 980.6199 gals.).
 LX2849
 LX2849.The modeled gravity was interpolated from observed gravity values.
 LX2849
 LX2849;                    North         East    Units  Estimated Accuracy
 LX2849;SPC CT       -   223,930.      289,840.      MT  (+/- 180 meters Scaled)
 LX2849
 LX2849                          SUPERSEDED SURVEY CONTROL
 LX2849
 LX2849.No superseded survey control is available for this station.
 LX2849
 LX2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL729938(NAD 83)
 LX2849_MARKER: DB = BENCH MARK DISK
 LX2849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2849_SP_SET: ABUTMENT
 LX2849_STAMPING: M 78 1985
 LX2849_MARK LOGO: NGS   
 LX2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2849+STABILITY: SURFACE MOTION
 LX2849
 LX2849  HISTORY     - Date     Condition        Report By
 LX2849  HISTORY     - 1985     MONUMENTED       NGS
 LX2849  HISTORY     - 19910505 GOOD             USPSQD
 LX2849
 LX2849                          STATION DESCRIPTION
 LX2849
 LX2849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2849'2.4 KM (1.5 MI) WEST FROM CHESHIRE.
 LX2849'2.4 KM (1.5 MI) WEST ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF STATE
 LX2849'HIGHWY 10 IN CHESHIRE TO THE MARK ON THE RIGHT, IN TOP THE NORTHWEST
 LX2849'END OF THE SOUTHWEST ABUTMENT OF A SMALL BRIDGE OVER ROARING BROOK,
 LX2849'4.57 METERS (15.0 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LX2849'1.77 METERS (5.8 FT) NORTHEAST OF UTILITY POLE NUMBER 2737, 0.61 METER
 LX2849'(2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 LX2849'THE MARK IS 0.4 M BELOW HIGHWAY.
 LX2849
 LX2849                          STATION RECOVERY (1991)
 LX2849
 LX2849'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2619 ***********************************************************************
 LX2619  DESIGNATION -  M 79
 LX2619  PID         -  LX2619
 LX2619  STATE/COUNTY-  CT/LITCHFIELD
 LX2619  USGS QUAD   -  LITCHFIELD (1984)
 LX2619
 LX2619                         *CURRENT SURVEY CONTROL
 LX2619  ___________________________________________________________________
 LX2619* NAD 83(1986)-  41 44 32.     (N)    073 12 39.     (W)     SCALED    
 LX2619* NAVD 88     -       295.383  (meters)     969.10   (feet)  ADJUSTED  
 LX2619  ___________________________________________________________________
 LX2619  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2619  DYNAMIC HT  -         295.283 (meters)     968.77  (feet)  COMP
 LX2619  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 LX2619
 LX2619  VERT ORDER  -  FIRST     CLASS II
 LX2619
 LX2619.The horizontal coordinates were scaled from a topographic map and have
 LX2619.an estimated accuracy of +/- 6 seconds.
 LX2619
 LX2619.The orthometric height was determined by differential leveling
 LX2619.and adjusted by the National Geodetic Survey in June 1991..
 LX2619
 LX2619.The geoid height was determined by GEOID03.
 LX2619
 LX2619.The dynamic height is computed by dividing the NAVD 88
 LX2619.geopotential number by the normal gravity value computed on the
 LX2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2619.degrees latitude (g = 980.6199 gals.).
 LX2619
 LX2619.The modeled gravity was interpolated from observed gravity values.
 LX2619
 LX2619;                    North         East    Units  Estimated Accuracy
 LX2619;SPC CT       -   253,440.      266,470.      MT  (+/- 180 meters Scaled)
 LX2619
 LX2619                          SUPERSEDED SURVEY CONTROL
 LX2619
 LX2619.No superseded survey control is available for this station.
 LX2619
 LX2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM487227(NAD 83)
 LX2619_MARKER: DB = BENCH MARK DISK
 LX2619_SETTING: 66 = SET IN ROCK OUTCROP
 LX2619_SP_SET: ROCK OUTCROP
 LX2619_STAMPING: M 79 1985
 LX2619_MARK LOGO: NGS   
 LX2619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2619+STABILITY: POSITION/ELEVATION WELL
 LX2619
 LX2619  HISTORY     - Date     Condition        Report By
 LX2619  HISTORY     - 1985     MONUMENTED       NGS
 LX2619
 LX2619                          STATION DESCRIPTION
 LX2619
 LX2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2619'3.9 KM (2.4 MI) NE FROM BANTAM.
 LX2619'3.9 KM (2.45 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE POST OFFICE
 LX2619'IN BANTAM TO THE MARK ON THE LEFT, ALSO 1.9 KM (1.2 MI) SOUTHWEST
 LX2619'ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF STATE HIGHWAY 63 SOUTH IN
 LX2619'LITCHFIELD, 9.4 METERS (31.0 FT) NORTHWEST OF THE CENTER LINE OF THE
 LX2619'HIGHWAY, 10.9 METERS (36.0 FT) SOUTHWEST OF POWER POLE NUMBER 901.
 LX2619'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0525 ***********************************************************************
 LX0525  DESIGNATION -  M 8
 LX0525  PID         -  LX0525
 LX0525  STATE/COUNTY-  CT/HARTFORD
 LX0525  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX0525
 LX0525                         *CURRENT SURVEY CONTROL
 LX0525  ___________________________________________________________________
 LX0525* NAD 83(1986)-  41 55 45.     (N)    072 37 34.     (W)     SCALED    
 LX0525* NAVD 88     -        11.164  (meters)      36.63   (feet)  ADJUSTED  
 LX0525  ___________________________________________________________________
 LX0525  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX0525  DYNAMIC HT  -          11.160 (meters)      36.61  (feet)  COMP
 LX0525  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 LX0525
 LX0525  VERT ORDER  -  FIRST     CLASS II
 LX0525
 LX0525.The horizontal coordinates were scaled from a topographic map and have
 LX0525.an estimated accuracy of +/- 6 seconds.
 LX0525
 LX0525.The orthometric height was determined by differential leveling
 LX0525.and adjusted by the National Geodetic Survey in June 1991..
 LX0525
 LX0525.The geoid height was determined by GEOID03.
 LX0525
 LX0525.The dynamic height is computed by dividing the NAVD 88
 LX0525.geopotential number by the normal gravity value computed on the
 LX0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0525.degrees latitude (g = 980.6199 gals.).
 LX0525
 LX0525.The modeled gravity was interpolated from observed gravity values.
 LX0525
 LX0525;                    North         East    Units  Estimated Accuracy
 LX0525;SPC CT       -   274,110.      315,080.      MT  (+/- 180 meters Scaled)
 LX0525
 LX0525                          SUPERSEDED SURVEY CONTROL
 LX0525
 LX0525  NGVD 29 (??/??/92)   11.400  (m)           37.40   (f) ADJ UNCH    1 2
 LX0525
 LX0525.Superseded values are not recommended for survey control.
 LX0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0525.See file dsdata.txt to determine how the superseded data were derived.
 LX0525
 LX0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM968446(NAD 83)
 LX0525_MARKER: DD = SURVEY DISK
 LX0525_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0525_SP_SET: BRIDGE ABUTMENT
 LX0525_STAMPING: M 8 1923 37.401
 LX0525_MARK LOGO: CGS   
 LX0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0525+STABILITY: POSITION/ELEVATION WELL
 LX0525
 LX0525  HISTORY     - Date     Condition        Report By
 LX0525  HISTORY     - 1923     MONUMENTED       CGS
 LX0525  HISTORY     - 1967     GOOD             NGS
 LX0525  HISTORY     - 1978     GOOD             NGS
 LX0525  HISTORY     - 1986     GOOD             NGS
 LX0525  HISTORY     - 1989     GOOD             USPSQD
 LX0525
 LX0525                          STATION DESCRIPTION
 LX0525
 LX0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0525'AT WINDSOR LOCKS.
 LX0525'AT WINDSOR LOCKS, HARTFORD COUNTY, AT THE HIGHWAY BRIDGE OVER
 LX0525'CONNECTICUT RIVER, AT THE SOUTH END OF THE WEST ABUTMENT, AND
 LX0525'IN THE TOP OF THE PARAPET WALL.  A STANDARD DISK, STAMPED 37.401
 LX0525'M 8 1923.
 LX0525
 LX0525                          STATION RECOVERY (1978)
 LX0525
 LX0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0525'RECOVERED IN GOOD CONDITION.
 LX0525
 LX0525                          STATION RECOVERY (1986)
 LX0525
 LX0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0525'RECOVERED IN GOOD CONDITION.
 LX0525
 LX0525                          STATION RECOVERY (1989)
 LX0525
 LX0525'RECOVERY NOTE BY US POWER SQUADRON 1989 (REM)
 LX0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2586 ***********************************************************************
 LX2586  DESIGNATION -  M 80
 LX2586  PID         -  LX2586
 LX2586  STATE/COUNTY-  CT/LITCHFIELD
 LX2586  USGS QUAD   -  WOODBURY (1984)
 LX2586
 LX2586                         *CURRENT SURVEY CONTROL
 LX2586  ___________________________________________________________________
 LX2586* NAD 83(1986)-  41 31 53.     (N)    073 11 10.     (W)     SCALED    
 LX2586* NAVD 88     -       178.568  (meters)     585.85   (feet)  ADJUSTED  
 LX2586  ___________________________________________________________________
 LX2586  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2586  DYNAMIC HT  -         178.510 (meters)     585.66  (feet)  COMP
 LX2586  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 LX2586
 LX2586  VERT ORDER  -  FIRST     CLASS II
 LX2586
 LX2586.The horizontal coordinates were scaled from a topographic map and have
 LX2586.an estimated accuracy of +/- 6 seconds.
 LX2586
 LX2586.The orthometric height was determined by differential leveling
 LX2586.and adjusted by the National Geodetic Survey in June 1991..
 LX2586
 LX2586.The geoid height was determined by GEOID03.
 LX2586
 LX2586.The dynamic height is computed by dividing the NAVD 88
 LX2586.geopotential number by the normal gravity value computed on the
 LX2586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2586.degrees latitude (g = 980.6199 gals.).
 LX2586
 LX2586.The modeled gravity was interpolated from observed gravity values.
 LX2586
 LX2586;                    North         East    Units  Estimated Accuracy
 LX2586;SPC CT       -   230,020.      268,410.      MT  (+/- 180 meters Scaled)
 LX2586
 LX2586                          SUPERSEDED SURVEY CONTROL
 LX2586
 LX2586.No superseded survey control is available for this station.
 LX2586
 LX2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL513993(NAD 83)
 LX2586_MARKER: I = METAL ROD
 LX2586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2586+WITH SETTING: INFORMATION.
 LX2586_SP_SET: SHALLOW-SET METAL ROD
 LX2586_STAMPING: M 80 1985
 LX2586_MARK LOGO: NGS   
 LX2586_PROJECTION: FLUSH
 LX2586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2586_ROD/PIPE-DEPTH: 2.9  meters
 LX2586
 LX2586  HISTORY     - Date     Condition        Report By
 LX2586  HISTORY     - 1985     MONUMENTED       NGS
 LX2586
 LX2586                          STATION DESCRIPTION
 LX2586
 LX2586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2586'1.8 KM (1.1 MI) EAST FROM WOODBURY.
 LX2586'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF U.S.
 LX2586'HIGHWAY 6 IN WOODBURY TO THE MARK ON THE LEFT, 7.3 METERS (24.0 FT)
 LX2586'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.0 METERS (69.0 FT)
 LX2586'SOUTH-SOUTHEAST OF THE CENTER OF SAGE ROAD, 15.9 METERS (52.2 FT)
 LX2586'NORTH-NORTHEAST OF POWER POLE C6682, 7.5 METERS (24.7 FT) SOUTHEAST OF
 LX2586'THE SOUTH END OF A HEADWALL OF A CULVERT.  NOTE--SEVERAL ATTEMPTS WERE
 LX2586'MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.9 METERS.
 LX2586'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2586'THE MARK IS 0.36 METERS  N FROM  A WITNESS POST
 LX2586'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2410 ***********************************************************************
 LX2410  DESIGNATION -  M 81
 LX2410  PID         -  LX2410
 LX2410  STATE/COUNTY-  CT/NEW HAVEN
 LX2410  USGS QUAD   -  WATERBURY (1984)
 LX2410
 LX2410                         *CURRENT SURVEY CONTROL
 LX2410  ___________________________________________________________________
 LX2410* NAD 83(1986)-  41 32 59.     (N)    073 03 56.     (W)     SCALED    
 LX2410* NAVD 88     -       141.486  (meters)     464.19   (feet)  ADJUSTED  
 LX2410  ___________________________________________________________________
 LX2410  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2410  DYNAMIC HT  -         141.441 (meters)     464.04  (feet)  COMP
 LX2410  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 LX2410
 LX2410  VERT ORDER  -  FIRST     CLASS II
 LX2410
 LX2410.The horizontal coordinates were scaled from a topographic map and have
 LX2410.an estimated accuracy of +/- 6 seconds.
 LX2410
 LX2410.The orthometric height was determined by differential leveling
 LX2410.and adjusted by the National Geodetic Survey in June 1991..
 LX2410
 LX2410.The geoid height was determined by GEOID03.
 LX2410
 LX2410.The dynamic height is computed by dividing the NAVD 88
 LX2410.geopotential number by the normal gravity value computed on the
 LX2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2410.degrees latitude (g = 980.6199 gals.).
 LX2410
 LX2410.The modeled gravity was interpolated from observed gravity values.
 LX2410
 LX2410;                    North         East    Units  Estimated Accuracy
 LX2410;SPC CT       -   232,010.      278,470.      MT  (+/- 180 meters Scaled)
 LX2410
 LX2410                          SUPERSEDED SURVEY CONTROL
 LX2410
 LX2410.No superseded survey control is available for this station.
 LX2410
 LX2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM613015(NAD 83)
 LX2410_MARKER: I = METAL ROD
 LX2410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2410_SP_SET: STAINLESS STEEL ROD
 LX2410_STAMPING: M 81 1985
 LX2410_MARK LOGO: NGS   
 LX2410_PROJECTION: FLUSH
 LX2410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2410_ROD/PIPE-DEPTH: 7.1  meters
 LX2410
 LX2410  HISTORY     - Date     Condition        Report By
 LX2410  HISTORY     - 1985     MONUMENTED       NGS
 LX2410  HISTORY     - 19971018 GOOD             USPSQD
 LX2410
 LX2410                          STATION DESCRIPTION
 LX2410
 LX2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2410'IN WATERBURY.
 LX2410'IN WATERBURY, ALONG CHASE PARKWAY, AT BUILDING 1389 (WATERBURY MEDICAL
 LX2410'BUILDING), IN FRONT OF A SIGN (WATERBURY MEDICAL BUILDING), 10.97
 LX2410'METERS (36.0 FT) SOUTHEAST OF THE CENTERLINE OF CHASE PARKWAY,
 LX2410'5.42 METERS (17.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CURB AT
 LX2410'ENTRANCE DRIVE, 5.21 METERS (17.1 FT) NORTHEAST OF UTILITY POLE F2147
 LX2410'WITH A TRANSFORMER AND TWO STREET LAMPS, 1.10 METERS (3.6 FT)
 LX2410'NORTHWEST OF THE SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2410'5-INCH LOGO CAP.
 LX2410'THE MARK IS 0.09 M ABOVE CHASE PARKWAY.
 LX2410
 LX2410                          STATION RECOVERY (1997)
 LX2410
 LX2410'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2803 ***********************************************************************
 LX2803  DESIGNATION -  M 83
 LX2803  PID         -  LX2803
 LX2803  STATE/COUNTY-  CT/LITCHFIELD
 LX2803  USGS QUAD   -  THOMASTON (1976)
 LX2803
 LX2803                         *CURRENT SURVEY CONTROL
 LX2803  ___________________________________________________________________
 LX2803* NAD 83(1986)-  41 40 29.     (N)    073 02 16.     (W)     SCALED    
 LX2803* NAVD 88     -       214.568  (meters)     703.96   (feet)  ADJUSTED  
 LX2803  ___________________________________________________________________
 LX2803  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX2803  DYNAMIC HT  -         214.501 (meters)     703.74  (feet)  COMP
 LX2803  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 LX2803
 LX2803  VERT ORDER  -  FIRST     CLASS II
 LX2803
 LX2803.The horizontal coordinates were scaled from a topographic map and have
 LX2803.an estimated accuracy of +/- 6 seconds.
 LX2803
 LX2803.The orthometric height was determined by differential leveling
 LX2803.and adjusted by the National Geodetic Survey in June 1991..
 LX2803
 LX2803.The geoid height was determined by GEOID03.
 LX2803
 LX2803.The dynamic height is computed by dividing the NAVD 88
 LX2803.geopotential number by the normal gravity value computed on the
 LX2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2803.degrees latitude (g = 980.6199 gals.).
 LX2803
 LX2803.The modeled gravity was interpolated from observed gravity values.
 LX2803
 LX2803;                    North         East    Units  Estimated Accuracy
 LX2803;SPC CT       -   245,880.      280,840.      MT  (+/- 180 meters Scaled)
 LX2803
 LX2803                          SUPERSEDED SURVEY CONTROL
 LX2803
 LX2803.No superseded survey control is available for this station.
 LX2803
 LX2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM633155(NAD 83)
 LX2803_MARKER: DB = BENCH MARK DISK
 LX2803_SETTING: 66 = SET IN ROCK OUTCROP
 LX2803_SP_SET: ROCK OUTCROP
 LX2803_STAMPING: M 83 1985
 LX2803_MARK LOGO: NGS   
 LX2803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2803+STABILITY: POSITION/ELEVATION WELL
 LX2803
 LX2803  HISTORY     - Date     Condition        Report By
 LX2803  HISTORY     - 1985     MONUMENTED       NGS
 LX2803
 LX2803                          STATION DESCRIPTION
 LX2803
 LX2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2803'1.4 KM (0.85 MI) EAST FROM PLYMOUTH.
 LX2803'1.4 KM (0.85 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 LX2803'HIGHWAY 262 (SOUTH STREET) IN PLYMOUTH TO THE MARK ON THE LEFT, AND
 LX2803'NEAR THE ENTRANCE TO KINGDOM HALL OF JEHOVAH WITNESS, IN ROCK OUTCROP
 LX2803'MEASURING ABOUT 20 BY 21 FOOT, 6.77 METERS (22.2 FT) NORTH OF THE
 LX2803'CENTER LINE OF THE HIGHWAY, 28.96 METERS (95.0 FT) WEST OF THE
 LX2803'ENTRANCE AND EXIT TO THE ABOVED MENTIONED HALL, 21.79 (71.5 FT WEST OF
 LX2803'UTILITY POLE NUMBER 2609 WITH STREET LAMP, 18.41 METERS (60.4 FT)
 LX2803'SOUTHEAST OF UTILITY POLE NUMBER 2610 WITH STREET LAMP.
 LX2803'THE MARK IS 0.34 METERS  SSW FROM  A WITNESS POST
 LX2803'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2650 ***********************************************************************
 LX2650  DESIGNATION -  M 84
 LX2650  PID         -  LX2650
 LX2650  STATE/COUNTY-  CT/MIDDLESEX
 LX2650  USGS QUAD   -  HADDAM (1971)
 LX2650
 LX2650                         *CURRENT SURVEY CONTROL
 LX2650  ___________________________________________________________________
 LX2650* NAD 83(1986)-  41 22 50.     (N)    072 33 59.     (W)     SCALED    
 LX2650* NAVD 88     -       128.604  (meters)     421.93   (feet)  ADJUSTED  
 LX2650  ___________________________________________________________________
 LX2650  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX2650  DYNAMIC HT  -         128.559 (meters)     421.78  (feet)  COMP
 LX2650  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LX2650
 LX2650  VERT ORDER  -  FIRST     CLASS II
 LX2650
 LX2650.The horizontal coordinates were scaled from a topographic map and have
 LX2650.an estimated accuracy of +/- 6 seconds.
 LX2650
 LX2650.The orthometric height was determined by differential leveling
 LX2650.and adjusted by the National Geodetic Survey in June 1991..
 LX2650
 LX2650.The geoid height was determined by GEOID03.
 LX2650
 LX2650.The dynamic height is computed by dividing the NAVD 88
 LX2650.geopotential number by the normal gravity value computed on the
 LX2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2650.degrees latitude (g = 980.6199 gals.).
 LX2650
 LX2650.The modeled gravity was interpolated from observed gravity values.
 LX2650
 LX2650;                    North         East    Units  Estimated Accuracy
 LX2650;SPC CT       -   213,190.      320,160.      MT  (+/- 180 meters Scaled)
 LX2650
 LX2650                          SUPERSEDED SURVEY CONTROL
 LX2650
 LX2650.No superseded survey control is available for this station.
 LX2650
 LX2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL034838(NAD 83)
 LX2650_MARKER: DB = BENCH MARK DISK
 LX2650_SETTING: 66 = SET IN ROCK OUTCROP
 LX2650_SP_SET: ROCK OUTCROP
 LX2650_STAMPING: M 84 1985
 LX2650_MARK LOGO: NGS   
 LX2650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2650+STABILITY: POSITION/ELEVATION WELL
 LX2650
 LX2650  HISTORY     - Date     Condition        Report By
 LX2650  HISTORY     - 1985     MONUMENTED       NGS
 LX2650  HISTORY     - 19950704 GOOD             USPSQD
 LX2650  HISTORY     - 19970204 GOOD             USPSQD
 LX2650
 LX2650                          STATION DESCRIPTION
 LX2650
 LX2650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2650'2.6 KM (1.6 MI) NORTH FROM KILLINGWORTH.
 LX2650'2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 LX2650'STATE HIGHWAY 80 IN KILLINGWORTH TO THE MARK ON THE LEFT, 7.8 METERS
 LX2650'(25.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.3 METERS
 LX2650'(96.0 FT) SOUTHWEST OF THE CENTER OF FIRE TOWER ROAD, 24.5 METERS
 LX2650'(80.5 FT) SOUTHWEST OF POWER POLE 1760.
 LX2650'THE MARK IS 0.70 METERS  NE FROM  A WITNESS POST
 LX2650'THE MARK IS 1.2 M ABOVE HIGHWAY.
 LX2650
 LX2650                          STATION RECOVERY (1995)
 LX2650
 LX2650'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2650'RECOVERED IN GOOD CONDITION.
 LX2650
 LX2650                          STATION RECOVERY (1997)
 LX2650
 LX2650'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3181 ***********************************************************************
 LX3181  DESIGNATION -  M 85
 LX3181  PID         -  LX3181
 LX3181  STATE/COUNTY-  CT/HARTFORD
 LX3181  USGS QUAD   -  BROAD BROOK (1984)
 LX3181
 LX3181                         *CURRENT SURVEY CONTROL
 LX3181  ___________________________________________________________________
 LX3181* NAD 83(1986)-  41 55 30.     (N)    072 30 30.     (W)     SCALED    
 LX3181* NAVD 88     -        50.342  (meters)     165.16   (feet)  ADJUSTED  
 LX3181  ___________________________________________________________________
 LX3181  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX3181  DYNAMIC HT  -          50.326 (meters)     165.11  (feet)  COMP
 LX3181  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 LX3181
 LX3181  VERT ORDER  -  FIRST     CLASS II
 LX3181
 LX3181.The horizontal coordinates were scaled from a topographic map and have
 LX3181.an estimated accuracy of +/- 6 seconds.
 LX3181
 LX3181.The orthometric height was determined by differential leveling
 LX3181.and adjusted by the National Geodetic Survey in June 1991..
 LX3181
 LX3181.The geoid height was determined by GEOID03.
 LX3181
 LX3181.The dynamic height is computed by dividing the NAVD 88
 LX3181.geopotential number by the normal gravity value computed on the
 LX3181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3181.degrees latitude (g = 980.6199 gals.).
 LX3181
 LX3181.The modeled gravity was interpolated from observed gravity values.
 LX3181
 LX3181;                    North         East    Units  Estimated Accuracy
 LX3181;SPC CT       -   273,670.      324,850.      MT  (+/- 180 meters Scaled)
 LX3181
 LX3181                          SUPERSEDED SURVEY CONTROL
 LX3181
 LX3181.No superseded survey control is available for this station.
 LX3181
 LX3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM066444(NAD 83)
 LX3181_MARKER: DB = BENCH MARK DISK
 LX3181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3181_SP_SET: HEADWALL
 LX3181_STAMPING: M 85 1986
 LX3181_MARK LOGO: NGS   
 LX3181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3181+STABILITY: SURFACE MOTION
 LX3181
 LX3181  HISTORY     - Date     Condition        Report By
 LX3181  HISTORY     - 1986     MONUMENTED       NGS
 LX3181
 LX3181                          STATION DESCRIPTION
 LX3181
 LX3181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3181'5.7 KM (3.55 MI) WEST FROM ELLINGTON.
 LX3181'5.70 KM (3.55 MI) WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE IN
 LX3181'ELLINGTON TO THE MARK ON THE LEFT.  ALSO 12.79 KM (7.95 MI) EAST
 LX3181'ALONG STATE HIGHWAY 140 FROM THE JUNCTION OF STATE HIGHWAY 159 IN
 LX3181'WINDSOR LOCKS TO THE MARK ON THE RIGHT.  IT IS 8.62 METERS (28.3 FT)
 LX3181'WEST OF THE CENTERLINE OF HIGHWAY, 29.32 METERS (96.2 FT) EAST OF SNET
 LX3181'POLE NO. 1346 AND 23.01 METERS (75.5 FT) SOUTH OF SNET POLE NO. 1347
 LX3181'WITH A TRANSFORMER.
 LX3181'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2926 ***********************************************************************
 LX2926  DESIGNATION -  M 86
 LX2926  PID         -  LX2926
 LX2926  STATE/COUNTY-  CT/TOLLAND
 LX2926  USGS QUAD   -  COVENTRY (1983)
 LX2926
 LX2926                         *CURRENT SURVEY CONTROL
 LX2926  ___________________________________________________________________
 LX2926* NAD 83(1986)-  41 49 46.     (N)    072 17 25.     (W)     SCALED    
 LX2926* NAVD 88     -       168.714  (meters)     553.52   (feet)  ADJUSTED  
 LX2926  ___________________________________________________________________
 LX2926  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2926  DYNAMIC HT  -         168.658 (meters)     553.34  (feet)  COMP
 LX2926  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 LX2926
 LX2926  VERT ORDER  -  FIRST     CLASS II
 LX2926
 LX2926.The horizontal coordinates were scaled from a topographic map and have
 LX2926.an estimated accuracy of +/- 6 seconds.
 LX2926
 LX2926.The orthometric height was determined by differential leveling
 LX2926.and adjusted by the National Geodetic Survey in June 1991..
 LX2926
 LX2926.The geoid height was determined by GEOID03.
 LX2926
 LX2926.The dynamic height is computed by dividing the NAVD 88
 LX2926.geopotential number by the normal gravity value computed on the
 LX2926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2926.degrees latitude (g = 980.6199 gals.).
 LX2926
 LX2926.The modeled gravity was interpolated from observed gravity values.
 LX2926
 LX2926;                    North         East    Units  Estimated Accuracy
 LX2926;SPC CT       -   263,130.      342,990.      MT  (+/- 180 meters Scaled)
 LX2926
 LX2926                          SUPERSEDED SURVEY CONTROL
 LX2926
 LX2926.No superseded survey control is available for this station.
 LX2926
 LX2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM250343(NAD 83)
 LX2926_MARKER: DB = BENCH MARK DISK
 LX2926_SETTING: 66 = SET IN ROCK OUTCROP
 LX2926_SP_SET: ROCK OUTCROP
 LX2926_STAMPING: M 86 1986
 LX2926_MARK LOGO: NGS   
 LX2926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2926+STABILITY: POSITION/ELEVATION WELL
 LX2926
 LX2926  HISTORY     - Date     Condition        Report By
 LX2926  HISTORY     - 1986     MONUMENTED       NGS
 LX2926
 LX2926                          STATION DESCRIPTION
 LX2926
 LX2926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2926'8.9 KM (5.55 MI) SE FROM TOLLAND.
 LX2926'0.45 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2926'IN TOLLAND, THENCE 8.45 KM (5.25 MI) SOUTHEAST ALONG STATE HIGHWAY
 LX2926'195 TO THE MARK ON THE LEFT.  IT IS 6.89 METERS (22.6 FT) NORTH OF THE
 LX2926'CENTERLINE OF THE HIGHWAY, 27.13 METERS (89.0 FT) NORTHWEST OF UTILITY
 LX2926'POLE NO. 4695 AND 20.21 METERS (66.3 FT) WEST OF THE NORTHWEST CORNER
 LX2926'OF A CATCH BASIN ON THE NORTH SIDE OF THE HIGHWAY.
 LX2926'THE MARK IS 0.24 METERS  W FROM  A WITNESS POST
 LX2926'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2975 ***********************************************************************
 LX2975  DESIGNATION -  M 87
 LX2975  PID         -  LX2975
 LX2975  STATE/COUNTY-  CT/WINDHAM
 LX2975  USGS QUAD   -  SPRING HILL (1983)
 LX2975
 LX2975                         *CURRENT SURVEY CONTROL
 LX2975  ___________________________________________________________________
 LX2975* NAD 83(1986)-  41 50 39.     (N)    072 12 38.     (W)     SCALED    
 LX2975* NAVD 88     -       185.220  (meters)     607.68   (feet)  ADJUSTED  
 LX2975  ___________________________________________________________________
 LX2975  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2975  DYNAMIC HT  -         185.157 (meters)     607.47  (feet)  COMP
 LX2975  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LX2975
 LX2975  VERT ORDER  -  FIRST     CLASS II
 LX2975
 LX2975.The horizontal coordinates were scaled from a topographic map and have
 LX2975.an estimated accuracy of +/- 6 seconds.
 LX2975
 LX2975.The orthometric height was determined by differential leveling
 LX2975.and adjusted by the National Geodetic Survey in June 1991..
 LX2975
 LX2975.The geoid height was determined by GEOID03.
 LX2975
 LX2975.The dynamic height is computed by dividing the NAVD 88
 LX2975.geopotential number by the normal gravity value computed on the
 LX2975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2975.degrees latitude (g = 980.6199 gals.).
 LX2975
 LX2975.The modeled gravity was interpolated from observed gravity values.
 LX2975
 LX2975;                    North         East    Units  Estimated Accuracy
 LX2975;SPC CT       -   264,800.      349,600.      MT  (+/- 180 meters Scaled)
 LX2975
 LX2975                          SUPERSEDED SURVEY CONTROL
 LX2975
 LX2975.No superseded survey control is available for this station.
 LX2975
 LX2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM315362(NAD 83)
 LX2975_MARKER: DB = BENCH MARK DISK
 LX2975_SETTING: 66 = SET IN ROCK OUTCROP
 LX2975_SP_SET: ROCK LEDGE
 LX2975_STAMPING: M 87 1986
 LX2975_MARK LOGO: NGS   
 LX2975_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2975+STABILITY: POSITION/ELEVATION WELL
 LX2975
 LX2975  HISTORY     - Date     Condition        Report By
 LX2975  HISTORY     - 1986     MONUMENTED       NGS
 LX2975  HISTORY     - 20031001 GOOD             INDIV
 LX2975
 LX2975                          STATION DESCRIPTION
 LX2975
 LX2975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2975'3.1 KM (1.95 MI) SW FROM WEST ASHFORD.
 LX2975'3.1 KM (1.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2975'STATE HIGHWAY 74 IN WEST ASHFORD TO THE MARK ON THE LEFT IN TOP OF A
 LX2975'SMALL ROCK LEDGE.  IT IS 5.79 METERS (19.0 FT) SOUTHEAST OF THE
 LX2975'CENTERLINE OF THE HIGHWAY AND 1.65 METERS (5.4 FT) SOUTHWEST OF
 LX2975'UTILITY POLE NO. 1080.
 LX2975'THE MARK IS 1.65 METERS  SW FROM  A WITNESS POST
 LX2975'THE MARK IS 0.6 M ABOVE HIGHWAY.
 LX2975
 LX2975                          STATION RECOVERY (2003)
 LX2975
 LX2975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2326 ***********************************************************************
 MY2326  DESIGNATION -  M 88
 MY2326  PID         -  MY2326
 MY2326  STATE/COUNTY-  CT/WINDHAM
 MY2326  USGS QUAD   -  WEBSTER (1979)
 MY2326
 MY2326                         *CURRENT SURVEY CONTROL
 MY2326  ___________________________________________________________________
 MY2326* NAD 83(1986)-  42 00 24.     (N)    071 58 13.     (W)     SCALED    
 MY2326* NAVD 88     -       141.872  (meters)     465.46   (feet)  ADJUSTED  
 MY2326  ___________________________________________________________________
 MY2326  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MY2326  DYNAMIC HT  -         141.826 (meters)     465.31  (feet)  COMP
 MY2326  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 MY2326
 MY2326  VERT ORDER  -  FIRST     CLASS II
 MY2326
 MY2326.The horizontal coordinates were scaled from a topographic map and have
 MY2326.an estimated accuracy of +/- 6 seconds.
 MY2326
 MY2326.The orthometric height was determined by differential leveling
 MY2326.and adjusted by the National Geodetic Survey in June 1991..
 MY2326
 MY2326.The geoid height was determined by GEOID03.
 MY2326
 MY2326.The dynamic height is computed by dividing the NAVD 88
 MY2326.geopotential number by the normal gravity value computed on the
 MY2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2326.degrees latitude (g = 980.6199 gals.).
 MY2326
 MY2326.The modeled gravity was interpolated from observed gravity values.
 MY2326
 MY2326;                    North         East    Units  Estimated Accuracy
 MY2326;SPC CT       -   283,010.      369,400.      MT  (+/- 180 meters Scaled)
 MY2326
 MY2326                          SUPERSEDED SURVEY CONTROL
 MY2326
 MY2326.No superseded survey control is available for this station.
 MY2326
 MY2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG540547(NAD 83)
 MY2326_MARKER: DB = BENCH MARK DISK
 MY2326_SETTING: 66 = SET IN ROCK OUTCROP
 MY2326_SP_SET: ROCK CUT
 MY2326_STAMPING: M 88 1986
 MY2326_MARK LOGO: NGS   
 MY2326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY2326+STABILITY: POSITION/ELEVATION WELL
 MY2326
 MY2326  HISTORY     - Date     Condition        Report By
 MY2326  HISTORY     - 1986     MONUMENTED       NGS
 MY2326  HISTORY     - 19961020 GOOD             USPSQD
 MY2326  HISTORY     - 20030415 GOOD             INDIV
 MY2326
 MY2326                          STATION DESCRIPTION
 MY2326
 MY2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2326'2.7 KM (1.7 MI) SW FROM QUINEBAUG.
 MY2326'2.7 KM (1.7 MI) SOUTHWEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 MY2326'STATE HIGHWAY 131 IN QUINEBAUG TO THE MARK ON THE RIGHT, SET
 MY2326'VERTICALLY IN A SMALL ROCK CUT 0.2 KM (0.1 MI) SOUTHWEST OF THE
 MY2326'JUNCTION OF CHANDLER SCHOOL ROAD.  IT IS 3.66 METERS (12.0 FT)
 MY2326'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 2.01 METERS (6.6 FT)
 MY2326'SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 MY2326'THE MARK IS 1.1 M ABOVE HIGHWAY.
 MY2326
 MY2326                          STATION RECOVERY (1996)
 MY2326
 MY2326'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY2326'RECOVERED IN GOOD CONDITION.
 MY2326
 MY2326                          STATION RECOVERY (2003)
 MY2326
 MY2326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 MY2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0012 ***********************************************************************
 LX0012  DESIGNATION -  M 9
 LX0012  PID         -  LX0012
 LX0012  STATE/COUNTY-  CT/WINDHAM
 LX0012  USGS QUAD   -  WILLIMANTIC (1984)
 LX0012
 LX0012                         *CURRENT SURVEY CONTROL
 LX0012  ___________________________________________________________________
 LX0012* NAD 83(1986)-  41 42 47.     (N)    072 13 03.     (W)     SCALED    
 LX0012* NAVD 88     -        80.676  (meters)     264.68   (feet)  ADJUSTED  
 LX0012  ___________________________________________________________________
 LX0012  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0012  DYNAMIC HT  -          80.647 (meters)     264.59  (feet)  COMP
 LX0012  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 LX0012
 LX0012  VERT ORDER  -  FIRST     CLASS II
 LX0012
 LX0012.The horizontal coordinates were scaled from a topographic map and have
 LX0012.an estimated accuracy of +/- 6 seconds.
 LX0012
 LX0012.The orthometric height was determined by differential leveling
 LX0012.and adjusted by the National Geodetic Survey in June 1991..
 LX0012.WARNING-Repeat measurements at this control monument indicate possible
 LX0012.vertical movement.
 LX0012
 LX0012.The geoid height was determined by GEOID03.
 LX0012
 LX0012.The dynamic height is computed by dividing the NAVD 88
 LX0012.geopotential number by the normal gravity value computed on the
 LX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0012.degrees latitude (g = 980.6199 gals.).
 LX0012
 LX0012.The modeled gravity was interpolated from observed gravity values.
 LX0012
 LX0012;                    North         East    Units  Estimated Accuracy
 LX0012;SPC CT       -   250,240.      349,120.      MT  (+/- 180 meters Scaled)
 LX0012
 LX0012                          SUPERSEDED SURVEY CONTROL
 LX0012
 LX0012  NGVD 29 (??/??/92)   80.930  (m)          265.52   (f) ADJ UNCH    1 2
 LX0012
 LX0012.Superseded values are not recommended for survey control.
 LX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0012.See file dsdata.txt to determine how the superseded data were derived.
 LX0012
 LX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM314216(NAD 83)
 LX0012_MARKER: DD = SURVEY DISK
 LX0012_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0012+WITH SETTING: PAVEMENT
 LX0012_STAMPING: 265.518 FT M 9 1923
 LX0012_MARK LOGO: USGS  
 LX0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0012+STABILITY: SURFACE MOTION
 LX0012
 LX0012  HISTORY     - Date     Condition        Report By
 LX0012  HISTORY     - 1923     MONUMENTED       USGS
 LX0012  HISTORY     - 1951     GOOD             NGS
 LX0012  HISTORY     - 1984     GOOD             NGS
 LX0012  HISTORY     - 1985     GOOD             NGS
 LX0012  HISTORY     - 1988     GOOD             USPSQD
 LX0012  HISTORY     - 19951117 GOOD             USPSQD
 LX0012
 LX0012                          STATION DESCRIPTION
 LX0012
 LX0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0012'AT WILLIAMANTIC.
 LX0012'AT WILLIMANTIC, WINDHAM COUNTY, AT THE INTERSECTION OF HIGH
 LX0012'AND MAIN STREETS, ON THE EAST SIDE OF THE COUNTY COURTHOUSE
 LX0012'(THE COURTHOUSE IS DIRECTLY ACROSS HIGH STREET FROM THE POST
 LX0012'OFFICE), AT THE ENTRANCE TO THE POLICE STATION, AND ON THE
 LX0012'SOUTH END OF THE SECOND STEP.  A UNITED STATES GEOLOGICAL
 LX0012'SURVEY STANDARD DISK, STAMPED 265.518 FT M 9 1923.
 LX0012
 LX0012                          STATION RECOVERY (1984)
 LX0012
 LX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0012'RECOVERED IN GOOD CONDTION, THE 1923 DESCRIPTION IS ADEQUATE WITH THE
 LX0012'FOLLOWING CORRECTION, THE THE ENTRANCE HAS BEEN CLOSED OFF AND A
 LX0012'0.91 METER (3 FT) HIGH BRICK PLANTER IS NOW AT THIS LOCATION, THE MARK
 LX0012'IS 0.18 METER (0.6 FT) SOUTH OF THE SOUTH FACE OF THE PLANTER.
 LX0012
 LX0012                          STATION RECOVERY (1985)
 LX0012
 LX0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0012'RECOVERED IN GOOD CONDITION.
 LX0012
 LX0012                          STATION RECOVERY (1988)
 LX0012
 LX0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0012'RECOVERED IN GOOD CONDITION.
 LX0012
 LX0012                          STATION RECOVERY (1995)
 LX0012
 LX0012'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3355 ***********************************************************************
 LX3355  DESIGNATION -  M 90
 LX3355  PID         -  LX3355
 LX3355  STATE/COUNTY-  CT/NEW LONDON
 LX3355  USGS QUAD   -  HAMBURG (1984)
 LX3355
 LX3355                         *CURRENT SURVEY CONTROL
 LX3355  ___________________________________________________________________
 LX3355* NAD 83(1986)-  41 27 34.     (N)    072 18 01.     (W)     SCALED    
 LX3355* NAVD 88     -        94.419  (meters)     309.77   (feet)  ADJUSTED  
 LX3355  ___________________________________________________________________
 LX3355  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX3355  DYNAMIC HT  -          94.386 (meters)     309.66  (feet)  COMP
 LX3355  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 LX3355
 LX3355  VERT ORDER  -  FIRST     CLASS II
 LX3355
 LX3355.The horizontal coordinates were scaled from a topographic map and have
 LX3355.an estimated accuracy of +/- 6 seconds.
 LX3355
 LX3355.The orthometric height was determined by differential leveling
 LX3355.and adjusted by the National Geodetic Survey in June 1991..
 LX3355
 LX3355.The geoid height was determined by GEOID03.
 LX3355
 LX3355.The dynamic height is computed by dividing the NAVD 88
 LX3355.geopotential number by the normal gravity value computed on the
 LX3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3355.degrees latitude (g = 980.6199 gals.).
 LX3355
 LX3355.The modeled gravity was interpolated from observed gravity values.
 LX3355
 LX3355;                    North         East    Units  Estimated Accuracy
 LX3355;SPC CT       -   222,030.      342,370.      MT  (+/- 180 meters Scaled)
 LX3355
 LX3355                          SUPERSEDED SURVEY CONTROL
 LX3355
 LX3355.No superseded survey control is available for this station.
 LX3355
 LX3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL254932(NAD 83)
 LX3355_MARKER: I = METAL ROD
 LX3355_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3355+WITH SETTING: INFORMATION.
 LX3355_SP_SET: STAINLESS STEEL ROD
 LX3355_STAMPING: M 90 1986
 LX3355_MARK LOGO: NGS   
 LX3355_PROJECTION: RECESSED 5 CENTIMETERS
 LX3355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3355+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 LX3355_ROD/PIPE-DEPTH: 1.86 meters
 LX3355
 LX3355  HISTORY     - Date     Condition        Report By
 LX3355  HISTORY     - 1986     MONUMENTED       NGS
 LX3355  HISTORY     - 1989     GOOD             USPSQD
 LX3355  HISTORY     - 19900428 GOOD             USPSQD
 LX3355  HISTORY     - 19991222 GOOD             USPSQD
 LX3355  HISTORY     - 20060407 GOOD             USPSQD
 LX3355
 LX3355                          STATION DESCRIPTION
 LX3355
 LX3355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3355'3.0 KM (1.85 MI) NE FROM NORTH PLAIN.
 LX3355'3.0 KM (1.85 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE
 LX3355'INTERSECTION OF THREE BRIDGES ROAD AND BAKER LANE IN NORTH PLAIN TO
 LX3355'THE JUNCTION OF WOODBRIDGE ROAD AND THE MARK ON THE LEFT, ALSO 3.7 KM
 LX3355'(2.3 MI) SOUTHWEST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION OF
 LX3355'STATE HIGHWAY 85 IN SALEM FOUR CORNERS, 5.94 METERS (19.5 FT)
 LX3355'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 18.90 METERS (62.0
 LX3355'FT) SOUTHWEST OF THE CENTER OF WOODBRIDGE ROAD, 6.0 METERS (19.7 FT)
 LX3355'NORTHEAST OF HIGHWAY SIGN READING (SPEED LIMIT 45), 3.47 METERS (11.4
 LX3355'FT) SOUTHWEST OF UTILITY POLE NO. 835. 0.76 METER (2.5 FT)
 LX3355'SOUTH-SOUTHEAST OF A STONE WALL PARALLELING THE HIGHWAY.
 LX3355'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3355'THE MARK IS 0.46 M ABOVE HIGHWAY.
 LX3355
 LX3355                          STATION RECOVERY (1989)
 LX3355
 LX3355'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3355'RECOVERED IN GOOD CONDITION.
 LX3355
 LX3355                          STATION RECOVERY (1990)
 LX3355
 LX3355'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3355'RECOVERED IN GOOD CONDITION.
 LX3355
 LX3355                          STATION RECOVERY (1999)
 LX3355
 LX3355'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3355'RECOVERED IN GOOD CONDITION.
 LX3355
 LX3355                          STATION RECOVERY (2006)
 LX3355
 LX3355'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3139 ***********************************************************************
 LX3139  DESIGNATION -  M 91
 LX3139  PID         -  LX3139
 LX3139  STATE/COUNTY-  CT/HARTFORD
 LX3139  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3139
 LX3139                         *CURRENT SURVEY CONTROL
 LX3139  ___________________________________________________________________
 LX3139* NAD 83(1986)-  41 44 53.     (N)    072 40 24.     (W)     SCALED    
 LX3139* NAVD 88     -        16.755  (meters)      54.97   (feet)  ADJUSTED  
 LX3139  ___________________________________________________________________
 LX3139  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX3139  DYNAMIC HT  -          16.750 (meters)      54.95  (feet)  COMP
 LX3139  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 LX3139
 LX3139  VERT ORDER  -  FIRST     CLASS II
 LX3139
 LX3139.The horizontal coordinates were scaled from a topographic map and have
 LX3139.an estimated accuracy of +/- 6 seconds.
 LX3139
 LX3139.The orthometric height was determined by differential leveling
 LX3139.and adjusted by the National Geodetic Survey in June 1991..
 LX3139
 LX3139.The geoid height was determined by GEOID03.
 LX3139
 LX3139.The dynamic height is computed by dividing the NAVD 88
 LX3139.geopotential number by the normal gravity value computed on the
 LX3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3139.degrees latitude (g = 980.6199 gals.).
 LX3139
 LX3139.The modeled gravity was interpolated from observed gravity values.
 LX3139
 LX3139;                    North         East    Units  Estimated Accuracy
 LX3139;SPC CT       -   253,990.      311,180.      MT  (+/- 180 meters Scaled)
 LX3139
 LX3139                          SUPERSEDED SURVEY CONTROL
 LX3139
 LX3139.No superseded survey control is available for this station.
 LX3139
 LX3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM934244(NAD 83)
 LX3139_MARKER: DB = BENCH MARK DISK
 LX3139_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX3139_SP_SET: FOUNDATION
 LX3139_STAMPING: M 91 1986
 LX3139_MARK LOGO: NGS   
 LX3139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3139+STABILITY: POSITION/ELEVATION WELL
 LX3139
 LX3139  HISTORY     - Date     Condition        Report By
 LX3139  HISTORY     - 1986     MONUMENTED       NGS
 LX3139  HISTORY     - 19940907 GOOD             USPSQD
 LX3139
 LX3139                          STATION DESCRIPTION
 LX3139
 LX3139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3139'IN HARTFORD.
 LX3139'MARK IS LOCATED IN HARTFORD ALONG WETHERSFIELD AVENUE TO 300
 LX3139'WETHERSFIELD AND THE BULKELEY HIGH SCHOOL.  IT IS 12.2 METERS (43.4
 LX3139'FT) EAST OF THE EAST CURB OF WETHERSFIELD AVENUE, 9.4 METERS (31.0 FT)
 LX3139'SOUTHWEST OF THE EIGHTH PIER FROM THE NORTH END OF BUILDING AND 2.2
 LX3139'METERS (7.4 FT) EAST OF THE NORTHWEST CORNER OF BUILDING AT THE
 LX3139'MAIN ENTRANCE TO BUILDING.
 LX3139'THE MARK IS 0.15 M ABOVE GROUND.
 LX3139
 LX3139                          STATION RECOVERY (1994)
 LX3139
 LX3139'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3104 ***********************************************************************
 LX3104  DESIGNATION -  M 92
 LX3104  PID         -  LX3104
 LX3104  STATE/COUNTY-  CT/TOLLAND
 LX3104  USGS QUAD   -  MARLBOROUGH (1984)
 LX3104
 LX3104                         *CURRENT SURVEY CONTROL
 LX3104  ___________________________________________________________________
 LX3104* NAD 83(1986)-  41 39 28.     (N)    072 22 30.     (W)     SCALED    
 LX3104* NAVD 88     -       154.894  (meters)     508.18   (feet)  ADJUSTED  
 LX3104  ___________________________________________________________________
 LX3104  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3104  DYNAMIC HT  -         154.840 (meters)     508.00  (feet)  COMP
 LX3104  MODELED GRAV-     980,269.1   (mgal)                       NAVD 88
 LX3104
 LX3104  VERT ORDER  -  FIRST     CLASS II
 LX3104
 LX3104.The horizontal coordinates were scaled from a topographic map and have
 LX3104.an estimated accuracy of +/- 6 seconds.
 LX3104
 LX3104.The orthometric height was determined by differential leveling
 LX3104.and adjusted by the National Geodetic Survey in June 1991..
 LX3104
 LX3104.The geoid height was determined by GEOID03.
 LX3104
 LX3104.The dynamic height is computed by dividing the NAVD 88
 LX3104.geopotential number by the normal gravity value computed on the
 LX3104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3104.degrees latitude (g = 980.6199 gals.).
 LX3104
 LX3104.The modeled gravity was interpolated from observed gravity values.
 LX3104
 LX3104;                    North         East    Units  Estimated Accuracy
 LX3104;SPC CT       -   244,030.      336,040.      MT  (+/- 180 meters Scaled)
 LX3104
 LX3104                          SUPERSEDED SURVEY CONTROL
 LX3104
 LX3104.No superseded survey control is available for this station.
 LX3104
 LX3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM185151(NAD 83)
 LX3104_MARKER: DB = BENCH MARK DISK
 LX3104_SETTING: 66 = SET IN ROCK OUTCROP
 LX3104_SP_SET: ROCK OUTCROP
 LX3104_STAMPING: M 92 1986
 LX3104_MARK LOGO: NGS   
 LX3104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3104+STABILITY: POSITION/ELEVATION WELL
 LX3104
 LX3104  HISTORY     - Date     Condition        Report By
 LX3104  HISTORY     - 1986     MONUMENTED       NGS
 LX3104
 LX3104                          STATION DESCRIPTION
 LX3104
 LX3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3104'1.5 KM (0.95 MI) WEST FROM HEBRON.
 LX3104'1.5 KM (0.95 MI) WEST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3104'HEBRON TO THE MARK ON THE RIGHT, NORTHEAST AND ACROSS THE HIGHWAY FROM
 LX3104'POWER POLE NO. 1538, 13.0 METERS (42.7 FT) NORTH OF THE CENTERLINE OF
 LX3104'THE HIGHWAY, 13.8 METERS (45.5 FT) EAST OF THE CENTER OF A DRIVEWAY AT
 LX3104'MAIL BOX NUMBER 138, 7.4 METERS (24.5 FT) WEST OF A 17-INCH HEMLOCK
 LX3104'TREE, 3.9 METERS (13.0 FT) SOUTHEAST OF A 15-INCH HEMLOCK TREE.
 LX3104'THE MARK IS 0.51 METERS  E FROM  A WITNESS POST
 LX3104'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3049 ***********************************************************************
 LX3049  DESIGNATION -  M 93
 LX3049  PID         -  LX3049
 LX3049  STATE/COUNTY-  CT/WINDHAM
 LX3049  USGS QUAD   -  SCOTLAND (1983)
 LX3049
 LX3049                         *CURRENT SURVEY CONTROL
 LX3049  ___________________________________________________________________
 LX3049* NAD 83(1986)-  41 41 51.     (N)    072 06 44.     (W)     SCALED    
 LX3049* NAVD 88     -        74.916  (meters)     245.79   (feet)  ADJUSTED  
 LX3049  ___________________________________________________________________
 LX3049  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3049  DYNAMIC HT  -          74.889 (meters)     245.70  (feet)  COMP
 LX3049  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX3049
 LX3049  VERT ORDER  -  FIRST     CLASS II
 LX3049
 LX3049.The horizontal coordinates were scaled from a topographic map and have
 LX3049.an estimated accuracy of +/- 6 seconds.
 LX3049
 LX3049.The orthometric height was determined by differential leveling
 LX3049.and adjusted by the National Geodetic Survey in June 1991..
 LX3049
 LX3049.The geoid height was determined by GEOID03.
 LX3049
 LX3049.The dynamic height is computed by dividing the NAVD 88
 LX3049.geopotential number by the normal gravity value computed on the
 LX3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3049.degrees latitude (g = 980.6199 gals.).
 LX3049
 LX3049.The modeled gravity was interpolated from observed gravity values.
 LX3049
 LX3049;                    North         East    Units  Estimated Accuracy
 LX3049;SPC CT       -   248,570.      357,890.      MT  (+/- 180 meters Scaled)
 LX3049
 LX3049                          SUPERSEDED SURVEY CONTROL
 LX3049
 LX3049.No superseded survey control is available for this station.
 LX3049
 LX3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM403202(NAD 83)
 LX3049_MARKER: DB = BENCH MARK DISK
 LX3049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3049_SP_SET: BRIDGE ABUTMENT
 LX3049_STAMPING: M 93 1986
 LX3049_MARK LOGO: NGS   
 LX3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3049+STABILITY: SURFACE MOTION
 LX3049
 LX3049  HISTORY     - Date     Condition        Report By
 LX3049  HISTORY     - 1986     MONUMENTED       NGS
 LX3049  HISTORY     - 19961117 GOOD             USPSQD
 LX3049
 LX3049                          STATION DESCRIPTION
 LX3049
 LX3049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3049'3.9 KM (2.4 MI) EAST FROM WINDHAM.
 LX3049'3.9 KM (2.4 MI) EAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 LX3049'WINDHAM TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF THE EAST
 LX3049'ABUTMENT OF A SMALL BRIDGE OVER BEAVER BROOK, ALSO 2.6 KM (1.6 MI)
 LX3049'WEST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND CONGREGATIONAL CHURCH IN
 LX3049'SCOTLAND, 5.49 METERS (18.0 FT) NORTH OF THE CENTERLINE OF THE
 LX3049'HIGHWAY, 0.18 METER (0.6 FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 LX3049'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3049
 LX3049                          STATION RECOVERY (1996)
 LX3049
 LX3049'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3234 ***********************************************************************
 LX3234  DESIGNATION -  M 96
 LX3234  PID         -  LX3234
 LX3234  STATE/COUNTY-  CT/NEW LONDON
 LX3234  USGS QUAD   -  FITCHVILLE (1983)
 LX3234
 LX3234                         *CURRENT SURVEY CONTROL
 LX3234  ___________________________________________________________________
 LX3234* NAD 83(1986)-  41 34 13.     (N)    072 10 33.     (W)     SCALED    
 LX3234* NAVD 88     -        51.031  (meters)     167.42   (feet)  ADJUSTED  
 LX3234  ___________________________________________________________________
 LX3234  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX3234  DYNAMIC HT  -          51.014 (meters)     167.37  (feet)  COMP
 LX3234  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LX3234
 LX3234  VERT ORDER  -  FIRST     CLASS II
 LX3234
 LX3234.The horizontal coordinates were scaled from a topographic map and have
 LX3234.an estimated accuracy of +/- 6 seconds.
 LX3234
 LX3234.The orthometric height was determined by differential leveling
 LX3234.and adjusted by the National Geodetic Survey in June 1991..
 LX3234
 LX3234.The geoid height was determined by GEOID03.
 LX3234
 LX3234.The dynamic height is computed by dividing the NAVD 88
 LX3234.geopotential number by the normal gravity value computed on the
 LX3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3234.degrees latitude (g = 980.6199 gals.).
 LX3234
 LX3234.The modeled gravity was interpolated from observed gravity values.
 LX3234
 LX3234;                    North         East    Units  Estimated Accuracy
 LX3234;SPC CT       -   234,400.      352,690.      MT  (+/- 180 meters Scaled)
 LX3234
 LX3234                          SUPERSEDED SURVEY CONTROL
 LX3234
 LX3234.No superseded survey control is available for this station.
 LX3234
 LX3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM354059(NAD 83)
 LX3234_MARKER: DB = BENCH MARK DISK
 LX3234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3234_SP_SET: BRIDGE ABUTMENT
 LX3234_STAMPING: M 96 1986
 LX3234_MARK LOGO: NGS   
 LX3234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3234
 LX3234  HISTORY     - Date     Condition        Report By
 LX3234  HISTORY     - 1986     MONUMENTED       NGS
 LX3234  HISTORY     - 19910103 GOOD             USPSQD
 LX3234
 LX3234                          STATION DESCRIPTION
 LX3234
 LX3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3234'2.3 KM (1.4 MI) WEST FROM BOZRAH.
 LX3234'2.3 KM (1.45 MI) WEST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE
 LX3234'IN BOZRAH TO THE MARK IN THE SOUTHEAST ABUTMENT OF THE BRIDGE OVER
 LX3234'TANTIC RIVER.  IT IS 5.29 METERS (19.0 FT) NORTHEAST OF THE CENTERLINE
 LX3234'OF OLD STATE HIGHWAY 2 AND 0.55 METER (1.8 FT) SOUTHWEST OF THE
 LX3234'NORTHEAST END OF THE ABUTMENT.
 LX3234'THE MARK IS 0.1 M BELOW HIGHWAY.
 LX3234
 LX3234                          STATION RECOVERY (1991)
 LX3234
 LX3234'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3397 ***********************************************************************
 LX3397  TIDAL BM    -  This is a Tidal Bench Mark.
 LX3397  DESIGNATION -  M 97
 LX3397  PID         -  LX3397
 LX3397  STATE/COUNTY-  CT/NEW LONDON
 LX3397  USGS QUAD   -  NORWICH (1983)
 LX3397
 LX3397                         *CURRENT SURVEY CONTROL
 LX3397  ___________________________________________________________________
 LX3397* NAD 83(1986)-  41 31 15.     (N)    072 04 50.     (W)     SCALED    
 LX3397* NAVD 88     -         9.155  (meters)      30.04   (feet)  ADJUSTED  
 LX3397  ___________________________________________________________________
 LX3397  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3397  DYNAMIC HT  -           9.152 (meters)      30.03  (feet)  COMP
 LX3397  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX3397
 LX3397  VERT ORDER  -  FIRST     CLASS II
 LX3397
 LX3397.The horizontal coordinates were scaled from a topographic map and have
 LX3397.an estimated accuracy of +/- 6 seconds.
 LX3397
 LX3397.The orthometric height was determined by differential leveling
 LX3397.and adjusted by the National Geodetic Survey in June 1991..
 LX3397
 LX3397.This Tidal Bench Mark is designated as VM 2228
 LX3397.by the Center for Operational Oceanographic Products and Services.
 LX3397
 LX3397.The geoid height was determined by GEOID03.
 LX3397
 LX3397.The dynamic height is computed by dividing the NAVD 88
 LX3397.geopotential number by the normal gravity value computed on the
 LX3397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3397.degrees latitude (g = 980.6199 gals.).
 LX3397
 LX3397.The modeled gravity was interpolated from observed gravity values.
 LX3397
 LX3397;                    North         East    Units  Estimated Accuracy
 LX3397;SPC CT       -   228,970.      360,680.      MT  (+/- 180 meters Scaled)
 LX3397
 LX3397                          SUPERSEDED SURVEY CONTROL
 LX3397
 LX3397.No superseded survey control is available for this station.
 LX3397
 LX3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM436006(NAD 83)
 LX3397_MARKER: I = METAL ROD
 LX3397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3397_SP_SET: STAINLESS STEEL ROD
 LX3397_STAMPING: M 97 1986
 LX3397_MARK LOGO: NGS   
 LX3397_PROJECTION: FLUSH
 LX3397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3397+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3397_ROD/PIPE-DEPTH: 3.3  meters
 LX3397
 LX3397  HISTORY     - Date     Condition        Report By
 LX3397  HISTORY     - 1986     MONUMENTED       NGS
 LX3397  HISTORY     - 19901129 GOOD             USPSQD
 LX3397  HISTORY     - 20060412 GOOD             USPSQD
 LX3397
 LX3397                          STATION DESCRIPTION
 LX3397
 LX3397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3397'0.3 KM (0.2 MI) SE FROM NORWICH.
 LX3397'0.3 KM (0.2 MI) SOUTHEAST ALONG STATE HIGHWAY HIGHWAY 32 FROM THE
 LX3397'INTERSECTION OF STATE HIGHWAY 82 IN NORWICH TO THE MARK ON THE LEFT IN
 LX3397'A GRASS MEDIAN BETWEEN THE SIDEWALK AND THE PARKING LOT AT THE
 LX3397'ENTRANCE TO THE PARKING LOT FOR THE NORWICH POLICE DEPARTMENT.  IT IS
 LX3397'7.38 METERS (24.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3397'13.17 METERS (43.2 FT) NORTH OF UTILITY POLE NO. T113 WITH ONE GUY
 LX3397'WIRE AND STREET LAMP, 5.49 METERS (18.0 FT) NORTH-NORTHWEST OF THE
 LX3397'CENTER OF ENTRANCE DRIVE TO PARKING LOT AND 1.00 METER (3.3 FT)
 LX3397'NORTHEAST OF THE NORTHEAST CURB OF THE SIDEWALK.
 LX3397'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3397'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3397
 LX3397                          STATION RECOVERY (1990)
 LX3397
 LX3397'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3397'RECOVERED IN GOOD CONDITION.
 LX3397
 LX3397                          STATION RECOVERY (2006)
 LX3397
 LX3397'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3397'MISSING HINGE PINS FOR CAP.  SUITABLE FOR SATELLITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5791 ***********************************************************************
 LX5791  DESIGNATION -  MAC CURDYS ELEVATED TANK
 LX5791  PID         -  LX5791
 LX5791  STATE/COUNTY-  CT/NEW LONDON
 LX5791  USGS QUAD   -  OLD LYME (1976)
 LX5791
 LX5791                         *CURRENT SURVEY CONTROL
 LX5791  ___________________________________________________________________
 LX5791* NAD 83(1996)-  41 18 38.12496(N)    072 19 51.05366(W)     ADJUSTED  
 LX5791* NAVD 88     -                                                        
 LX5791  ___________________________________________________________________
 LX5791  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX5791  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX5791
 LX5791  HORZ ORDER  -  THIRD
 LX5791
 LX5791.The horizontal coordinates were established by classical geodetic methods
 LX5791.and adjusted by the National Geodetic Survey in August 1998..
 LX5791
 LX5791
 LX5791.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5791
 LX5791.The geoid height was determined by GEOID03.
 LX5791
 LX5791;                    North         East     Units Scale Factor Converg.
 LX5791;SPC CT       -   205,488.311   339,899.492   MT  0.99999068   +0 16 40.5
 LX5791;SPC CT       -   674,172.90  1,115,153.58   sFT  0.99999068   +0 16 40.5
 LX5791;UTM  18      - 4,576,673.410   723,433.210   MT  1.00021443   +1 45 45.9
 LX5791
 LX5791                          SUPERSEDED SURVEY CONTROL
 LX5791
 LX5791  NAD 83(1992)-  41 18 38.12396(N)    072 19 51.05332(W) AD(       ) 4
 LX5791  NAD 83(1986)-  41 18 38.12576(N)    072 19 51.05672(W) AD(       ) 4
 LX5791  NAD 27      -  41 18 37.77600(N)    072 19 52.76500(W) AD(       ) 3
 LX5791
 LX5791.Superseded values are not recommended for survey control.
 LX5791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5791.See file dsdata.txt to determine how the superseded data were derived.
 LX5791
 LX5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2343376673(NAD 83)
 LX5791
 LX5791  HISTORY     - Date     Condition        Report By
 LX5791  HISTORY     - 1934     MONUMENTED       CGS
 LX5791  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5791  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX5791
 LX5791                          STATION DESCRIPTION
 LX5791
 LX5791'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5791'THIS COMBINED WINDMILL AND WATER TANK IS ON THE PROPERTY OF G.G.
 LX5791'MAC CURDY.  IT IS ON THE W SIDE OF THE HIGHWAY (ROUTE 156) A SHORT
 LX5791'DISTANCE S OF THE LYME CONGREGATIONAL CHURCH.  THE TANK IS W OF
 LX5791'THE GROUP OF BUILDINGS ON THE MAC CURDY PLACE AND NEAR A CLUMP OF
 LX5791'LOW PINES.
 LX5791'
 LX5791'THE TANK ITSELF IS ABOUT 60 FEET TO THE APEX OF THE ROOF BUT
 LX5791'THE WINDMILL EXTENDS ABOUT 20 FEET HIGHER.  IT IS MADE OF WOOD
 LX5791'BUT THE SUPPORTING STRUCTURE IS STEEL.  THE WHITE PAINT ON THE
 LX5791'TANK WITH ITS STEEPLY CONICAL ROOF MAKES IT CONSPICUOUS.
 LX5791'
 LX5791'CENTER IS THE APEX OF THE TANK ROOF.
 LX5791
 LX5791                          STATION RECOVERY (1948)
 LX5791
 LX5791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5791'THE TANK AND WINDMILL HAVE BEEN REMOVED.  IT IS RECOMMENDED THAT
 LX5791'THE STATION BE CONSIDERED DESTROYED.
 LX5791
 LX5791                          STATION RECOVERY (1988)
 LX5791
 LX5791'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5976 ***********************************************************************
 LX5976  DESIGNATION -  MAC DONALDS CHIMNEY
 LX5976  PID         -  LX5976
 LX5976  STATE/COUNTY-  CT/NEW LONDON
 LX5976  USGS QUAD   -  DEEP RIVER (1971)
 LX5976
 LX5976                         *CURRENT SURVEY CONTROL
 LX5976  ___________________________________________________________________
 LX5976* NAD 83(1996)-  41 24 28.91535(N)    072 24 46.72639(W)     ADJUSTED  
 LX5976* NAVD 88     -                                                        
 LX5976  ___________________________________________________________________
 LX5976  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX5976  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX5976
 LX5976  HORZ ORDER  -  THIRD
 LX5976
 LX5976.The horizontal coordinates were established by classical geodetic methods
 LX5976.and adjusted by the National Geodetic Survey in August 1998..
 LX5976
 LX5976
 LX5976.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5976
 LX5976.The geoid height was determined by GEOID03.
 LX5976
 LX5976;                    North         East     Units Scale Factor Converg.
 LX5976;SPC CT       -   216,279.973   332,979.821   MT  0.99998553   +0 13 24.5
 LX5976;SPC CT       -   709,578.54  1,092,451.30   sFT  0.99998553   +0 13 24.5
 LX5976;UTM  18      - 4,587,284.120   716,234.413   MT  1.00017546   +1 42 42.3
 LX5976
 LX5976                          SUPERSEDED SURVEY CONTROL
 LX5976
 LX5976  NAD 83(1992)-  41 24 28.91449(N)    072 24 46.72608(W) AD(       ) 4
 LX5976  NAD 83(1986)-  41 24 28.91626(N)    072 24 46.72905(W) AD(       ) 4
 LX5976  NAD 27      -  41 24 28.55900(N)    072 24 48.43600(W) AD(       ) 3
 LX5976
 LX5976.Superseded values are not recommended for survey control.
 LX5976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5976.See file dsdata.txt to determine how the superseded data were derived.
 LX5976
 LX5976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1623487284(NAD 83)
 LX5976
 LX5976  HISTORY     - Date     Condition        Report By
 LX5976  HISTORY     - 1935     MONUMENTED       CGS
 LX5976  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5976
 LX5976                          STATION DESCRIPTION
 LX5976
 LX5976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5976'THE RESIDENCE OF ANGUS MAC DONALD IS AT THE END OF A PRIVATE
 LX5976'ROAD THAT TURNS WESTWARD OFF THE MAIN HIGHWAY ABOUT 0.7 MILE
 LX5976'FROM HADLYME.  THE PRIVATE WAY IS 0.4 MILE LONG.
 LX5976'
 LX5976'THE HOUSE IS 2-STORIES HIGH, BUILT OF NATIVE STONE, WITH A
 LX5976'SLATE ROOF.  THE GABLE ENDS FACE VERY NEARLY E AND W.
 LX5976'
 LX5976'A LARGE RECTANGULAR STONE CHIMNEY RISES ALONG SIDE THE W
 LX5976'END OF THE HOUSE AND PASSES UP THROUGH THE APEX OF THE GABLE.
 LX5976'
 LX5976'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5976
 LX5976                          STATION RECOVERY (1948)
 LX5976
 LX5976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5976'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH THE
 LX5976'FOLLOWING EXCEPTION--
 LX5976'
 LX5976'THE PROPERTY IS NOW OWNED BY MR. J. VON REBHAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5436 ***********************************************************************
 LX5436  DESIGNATION -  MAC INTOSH CHIMNEY
 LX5436  PID         -  LX5436
 LX5436  STATE/COUNTY-  CT/NEW LONDON
 LX5436  USGS QUAD   -  NIANTIC (1983)
 LX5436
 LX5436                         *CURRENT SURVEY CONTROL
 LX5436  ___________________________________________________________________
 LX5436* NAD 83(1996)-  41 18 03.30333(N)    072 12 18.33447(W)     ADJUSTED  
 LX5436* NAVD 88     -                                                        
 LX5436  ___________________________________________________________________
 LX5436  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LX5436  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX5436
 LX5436  HORZ ORDER  -  THIRD
 LX5436
 LX5436.The horizontal coordinates were established by classical geodetic methods
 LX5436.and adjusted by the National Geodetic Survey in August 1998..
 LX5436
 LX5436
 LX5436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5436
 LX5436.The geoid height was determined by GEOID03.
 LX5436
 LX5436;                    North         East     Units Scale Factor Converg.
 LX5436;SPC CT       -   204,472.839   350,436.628   MT  0.99999135   +0 21 40.7
 LX5436;SPC CT       -   670,841.31  1,149,724.17   sFT  0.99999135   +0 21 40.7
 LX5436;SPC NY L     -   127,498.942   450,319.290   MT  1.00002581   +1 10 26.5
 LX5436;SPC NY L     -   418,302.78  1,477,422.54   sFT  1.00002581   +1 10 26.5
 LX5436;UTM  18      - 4,575,931.074   733,995.788   MT  1.00027391   +1 50 43.8
 LX5436
 LX5436                          SUPERSEDED SURVEY CONTROL
 LX5436
 LX5436  NAD 83(1992)-  41 18 03.30216(N)    072 12 18.33389(W) AD(       ) 4
 LX5436  NAD 83(1986)-  41 18 03.30404(N)    072 12 18.33839(W) AD(       ) 4
 LX5436  NAD 27      -  41 18 02.95400(N)    072 12 20.06400(W) AD(       ) 3
 LX5436
 LX5436.Superseded values are not recommended for survey control.
 LX5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5436.See file dsdata.txt to determine how the superseded data were derived.
 LX5436
 LX5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3399675931(NAD 83)
 LX5436_MARKER: 85 = CHIMNEY
 LX5436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5436+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 LX5436
 LX5436  HISTORY     - Date     Condition        Report By
 LX5436  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5436  HISTORY     - 1954     GOOD             CGS
 LX5436  HISTORY     - 1984     GOOD             USPSQD
 LX5436  HISTORY     - 1989     GOOD             USPSQD
 LX5436  HISTORY     - 20040515 GOOD             USPSQD
 LX5436
 LX5436                          STATION DESCRIPTION
 LX5436
 LX5436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5436'THE HOUSE IS LOCATED ON THE NW CORNER OF BELLAIR ROAD AND E SHORE
 LX5436'DRIVE AND ACROSS THE DRIVE FROM NIANTIC BAY.  THE HOUSE IS A
 LX5436'TWO-STORY FRAME BUILDING WITH SHINGLE SIDES AND A RED-SHINGLE
 LX5436'COMPOSITION ROOF.  THE FIELD STONE CHIMNEY IS AT THE E END OF
 LX5436'THE RIDGEPOLE.  THE STATION IS THE CENTER LINE OF THE
 LX5436'CHIMNEY.  HEIGHT ABOUT 25 FEET ABOVE GROUND.
 LX5436
 LX5436                          STATION RECOVERY (1954)
 LX5436
 LX5436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5436'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LX5436'IS ADEQUATE.
 LX5436
 LX5436                          STATION RECOVERY (1984)
 LX5436
 LX5436'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5436'MACINTOSH CHIMNEY RECOVERED GOOD.
 LX5436'
 LX5436'RECOVERED AS DESCRIBED.
 LX5436
 LX5436                          STATION RECOVERY (1989)
 LX5436
 LX5436'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5436'RECOVERED IN GOOD CONDITION.
 LX5436
 LX5436                          STATION RECOVERY (2004)
 LX5436
 LX5436'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX5436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5455 ***********************************************************************
 LX5455  DESIGNATION -  MACHOL
 LX5455  PID         -  LX5455
 LX5455  STATE/COUNTY-  CT/NEW LONDON
 LX5455  USGS QUAD   -  NIANTIC (1983)
 LX5455
 LX5455                         *CURRENT SURVEY CONTROL
 LX5455  ___________________________________________________________________
 LX5455* NAD 83(1996)-  41 21 19.75678(N)    072 11 19.51117(W)     ADJUSTED  
 LX5455* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5455  ___________________________________________________________________
 LX5455  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LX5455  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX5455
 LX5455  HORZ ORDER  -  SECOND
 LX5455
 LX5455.The horizontal coordinates were established by classical geodetic methods
 LX5455.and adjusted by the National Geodetic Survey in August 1998..
 LX5455
 LX5455.The orthometric height was scaled from a topographic map.
 LX5455
 LX5455.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5455
 LX5455.The geoid height was determined by GEOID03.
 LX5455
 LX5455;                    North         East     Units Scale Factor Converg.
 LX5455;SPC CT       -   210,542.010   351,765.706   MT  0.99998795   +0 22 19.7
 LX5455;SPC CT       -   690,753.24  1,154,084.65   sFT  0.99998795   +0 22 19.7
 LX5455;UTM  18      - 4,582,034.409   735,167.452   MT  1.00028066   +1 51 30.0
 LX5455
 LX5455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5455!SPC CT       -   1.00000483  x   0.99998795  =   0.99999278
 LX5455!UTM  18      -   1.00000483  x   1.00028066  =   1.00028549
 LX5455
 LX5455|---------------------------------------------------------------------|
 LX5455| PID    Reference Object                     Distance      Geod. Az  |
 LX5455|                                                           dddmmss.s |
 LX5455| LX5456 PARK                                336.092 METERS 00820     |
 LX5455| CZ6721 MACHOL RM 1                          18.100 METERS 07251     |
 LX5455| CZ6722 MACHOL RM 2                          36.500 METERS 13528     |
 LX5455| LX5458 PLANT                               440.644 METERS 1621923.4 |
 LX5455| LX5452 TURKEY                              162.167 METERS 29535     |
 LX5455| LX7640 CALKINS RESET                       369.940 METERS 33225     |
 LX5455|---------------------------------------------------------------------|
 LX5455
 LX5455                          SUPERSEDED SURVEY CONTROL
 LX5455
 LX5455  NAD 83(1992)-  41 21 19.75570(N)    072 11 19.51048(W) AD(       ) 2
 LX5455  NAD 83(1986)-  41 21 19.75709(N)    072 11 19.51481(W) AD(       ) 2
 LX5455  NAD 27      -  41 21 19.42200(N)    072 11 21.24100(W) AD(       ) 2
 LX5455
 LX5455.Superseded values are not recommended for survey control.
 LX5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5455.See file dsdata.txt to determine how the superseded data were derived.
 LX5455
 LX5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3516782034(NAD 83)
 LX5455_MARKER: DS = TRIANGULATION STATION DISK
 LX5455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5455+STABILITY: SURFACE MOTION
 LX5455
 LX5455  HISTORY     - Date     Condition        Report By
 LX5455  HISTORY     - 1934     MONUMENTED       CGS
 LX5455  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5455  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5455
 LX5455                          STATION DESCRIPTION
 LX5455
 LX5455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5455'THE STATION IS LOCATED ON A SMALL SAND SPIT ON THE E SIDE OF THE
 LX5455'NIANTIC RIVER ABOUT 3/4 MILE N OF SANDY POINT AND OPPOSITE
 LX5455'TURKEY POINT.  IT IS MARKED BY A STANDARD DISC SET IN THE TOP
 LX5455'OF A 12-BY 12- BY 30-INCH CONCRETE POST SET FLUSH WITH THE BEACH
 LX5455'ON THE PROPERTY LINE OF SADIE MACHOL AND JAMES MATHEWS.  THE
 LX5455'SUB-SURFACE MARK IS A STANDARD DISC SET IN AN IRREGULAR MASS OF
 LX5455'CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX5455'
 LX5455'SURFACE, UNDERGROUND AND REFERENCE MARKS NO. 1 AND NO. 2 ARE
 LX5455'STANDARD BRONZE DISCS SET IN CONCRETE.
 LX5455'
 LX5455'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF A
 LX5455'12-BY 12-BY 30-INCH CONCRETE POST E OF THE STATION AND AT THE
 LX5455'FOOT OF THE STEEP BANK.  REFERENCE MARK NO. 2 IS ALSO A
 LX5455'STANDARD DISC SET IN A 12-BY 12-BY 30-INCH CONCRETE POST SE
 LX5455'OF THE STATION AND NEAR THE HIGH WATER LINE.
 LX5455'
 LX5455'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5455
 LX5455                          STATION RECOVERY (1954)
 LX5455
 LX5455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5455'STATION AND REFERENCE MARKS WERE NOT RECOVERED AFTER A THOROUGH
 LX5455'SEARCH.  THE PUBLISHED DESCRIPTION IS INADEQUATE FOR PRESENT-DAY
 LX5455'RECOVERY.
 LX5455
 LX5455                          STATION RECOVERY (1984)
 LX5455
 LX5455'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5455'THE STATION MACHOL DISCRIPTION REFERS TO TWO PROPERTY OWNERS.  A
 LX5455'MR. JAMES MATHEWS NOW OWNS BOTH PROPERTYS MR. MATHEWS WOULD
 LX5455'NOT GIVE PERMISSION TO SEARCH, SAYING THAT HE HAD NOT SEEN THE
 LX5455'BENCHMARKS FOR A GOOD NUMBER OF YEARS, AND HE HAD BEEN THERE FOR
 LX5455'61 YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6200 ***********************************************************************
 LX6200  DESIGNATION -  MADISON BEACH YACHT CLUB CHIM
 LX6200  PID         -  LX6200
 LX6200  STATE/COUNTY-  CT/NEW HAVEN
 LX6200  USGS QUAD   -  CLINTON (1984)
 LX6200
 LX6200                         *CURRENT SURVEY CONTROL
 LX6200  ___________________________________________________________________
 LX6200* NAD 83(1996)-  41 16 12.85267(N)    072 36 03.97306(W)     ADJUSTED  
 LX6200* NAVD 88     -                                                        
 LX6200  ___________________________________________________________________
 LX6200  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LX6200  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX6200
 LX6200  HORZ ORDER  -  THIRD
 LX6200
 LX6200.The horizontal coordinates were established by classical geodetic methods
 LX6200.and adjusted by the National Geodetic Survey in August 1998..
 LX6200
 LX6200
 LX6200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6200
 LX6200.The geoid height was determined by GEOID03.
 LX6200
 LX6200;                    North         East     Units Scale Factor Converg.
 LX6200;SPC CT       -   200,932.338   317,276.642   MT  0.99999365   +0 05 55.4
 LX6200;SPC CT       -   659,225.51  1,040,931.78   sFT  0.99999365   +0 05 55.4
 LX6200;SPC NY L     -   123,487.303   417,211.947   MT  1.00002174   +0 54 54.0
 LX6200;SPC NY L     -   405,141.26  1,368,802.86   sFT  1.00002174   +0 54 54.0
 LX6200;UTM  18      - 4,571,532.068   700,932.322   MT  1.00009690   +1 34 58.3
 LX6200
 LX6200                          SUPERSEDED SURVEY CONTROL
 LX6200
 LX6200  NAD 83(1992)-  41 16 12.85178(N)    072 36 03.97287(W) AD(       ) 4
 LX6200  NAD 83(1986)-  41 16 12.85398(N)    072 36 03.97597(W) AD(       ) 4
 LX6200  NAD 27      -  41 16 12.50400(N)    072 36 05.64000(W) AD(       ) 3
 LX6200
 LX6200.Superseded values are not recommended for survey control.
 LX6200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6200.See file dsdata.txt to determine how the superseded data were derived.
 LX6200
 LX6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0093271532(NAD 83)
 LX6200
 LX6200  HISTORY     - Date     Condition        Report By
 LX6200  HISTORY     - 1934     MONUMENTED       CGS
 LX6200  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6200
 LX6200                          STATION DESCRIPTION
 LX6200
 LX6200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6200'THE MADISON BEACH YACHT CLUB IS DIRECTLY ON THE WATER FRONT AT
 LX6200'THE FOOT OF ISLAND AVENUE.  THE CLUBHOUSE IS DISTINGUISHED BY ITS
 LX6200'CONSIDERABLE SIZE AND THE LIGHT GREEN COMPOSITION SHINGLED ROOF.
 LX6200'
 LX6200'CENTER IS THE CENTER LINE OF THE WHITE BRICK CHIMNEY AT THE SE
 LX6200'END OF THE MAIN BUILDING.  THIS IS THE LARGEST AND HIGHEST
 LX6200'CHIMNEY ON THE BUILDING.
 LX6200
 LX6200                          STATION RECOVERY (1961)
 LX6200
 LX6200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6200'STATION IS PROBABLY DESTROYED.  THE MANAGER OF THE YACHT CLUB STATED
 LX6200'THAT THE CHIMNEY AND MOST OF THE CLUB HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -30.20  (meters)                     GEOID03
 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 GEOID03.
 LX6203
 LX6203;                    North         East     Units Scale Factor Converg.
 LX6203;SPC CT       -   202,009.986   317,105.407   MT  0.99999289   +0 05 50.6
 LX6203;SPC CT       -   662,761.10  1,040,369.99   sFT  0.99999289   +0 05 50.6
 LX6203;SPC NY L     -   124,562.434   417,025.371   MT  1.00002300   +0 54 49.2
 LX6203;SPC NY L     -   408,668.59  1,368,190.74   sFT  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 = OCTOBER  8, 2006
 LX6436 ***********************************************************************
 LX6436  DESIGNATION -  MALLEABLE IRON CO ELEVATED TK
 LX6436  PID         -  LX6436
 LX6436  STATE/COUNTY-  CT/NEW HAVEN
 LX6436  USGS QUAD   -  BRANFORD (1984)
 LX6436
 LX6436                         *CURRENT SURVEY CONTROL
 LX6436  ___________________________________________________________________
 LX6436* NAD 83(1996)-  41 16 20.14700(N)    072 49 03.49674(W)     ADJUSTED  
 LX6436* NAVD 88     -                                                        
 LX6436  ___________________________________________________________________
 LX6436  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX6436  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6436
 LX6436  HORZ ORDER  -  THIRD
 LX6436
 LX6436.The horizontal coordinates were established by classical geodetic methods
 LX6436.and adjusted by the National Geodetic Survey in August 1998..
 LX6436
 LX6436
 LX6436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6436
 LX6436.The geoid height was determined by GEOID03.
 LX6436
 LX6436;                    North         East     Units Scale Factor Converg.
 LX6436;SPC CT       -   201,148.834   299,133.394   MT  0.99999349   -0 02 41.5
 LX6436;SPC CT       -   659,935.80    981,406.81   sFT  0.99999349   -0 02 41.5
 LX6436;SPC NY L     -   123,444.999   399,066.943   MT  1.00002200   +0 46 24.1
 LX6436;SPC NY L     -   405,002.47  1,309,272.13   sFT  1.00002200   +0 46 24.1
 LX6436;UTM  18      - 4,571,278.456   682,788.470   MT  1.00001121   +1 26 23.9
 LX6436
 LX6436                          SUPERSEDED SURVEY CONTROL
 LX6436
 LX6436  NAD 83(1992)-  41 16 20.14612(N)    072 49 03.49656(W) AD(       ) 4
 LX6436  NAD 83(1986)-  41 16 20.14797(N)    072 49 03.49956(W) AD(       ) 4
 LX6436  NAD 27      -  41 16 19.79900(N)    072 49 05.13700(W) AD(       ) 3
 LX6436
 LX6436.Superseded values are not recommended for survey control.
 LX6436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6436.See file dsdata.txt to determine how the superseded data were derived.
 LX6436
 LX6436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8278871278(NAD 83)
 LX6436
 LX6436  HISTORY     - Date     Condition        Report By
 LX6436  HISTORY     - 1933     MONUMENTED       CGS
 LX6436  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6436  HISTORY     - 19910601 MARK NOT FOUND   USPSQD
 LX6436
 LX6436                          STATION DESCRIPTION
 LX6436
 LX6436'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6436'THIS IS THE WATER TANK OF THE BRANFORD MALLEABLE IRON FITTINGS
 LX6436'COMPANY AND IS LOCATED WITHIN THE PROPERTY BOUNDS OF THAT COMPANY.
 LX6436'
 LX6436'THE TANK IS WOOD ON A STEEL FRAMED STRUCTURE.  TANK AND
 LX6436'SUPPORT ARE PAINTED DARK GREEN.  SIDES OF THE TANK CARRY THE
 LX6436'TRADE MARK OF THE COMPANY IN WHITE LETTERS.
 LX6436'
 LX6436'THE WOODEN ROOF OF THE TANK CARRIES A WEATHER VANE AT ITS APEX.
 LX6436'
 LX6436'CENTER IS THE AXIS OF THIS WEATHER VANE.
 LX6436'
 LX6436'THIS POINT WAS ALSO A STATION OF THE U.S.E. CONTROL SURVEY.
 LX6436'
 LX6436'THE TANK IS ABOUT 130 FEET HIGH.
 LX6436
 LX6436                          STATION RECOVERY (1961)
 LX6436
 LX6436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6436'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6436'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6436
 LX6436                          STATION RECOVERY (1991)
 LX6436
 LX6436'RECOVERY NOTE BY US POWER SQUADRON 1991 (SR)
 LX6436'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5075 ***********************************************************************
 LX5075  DESIGNATION -  MAMACOKE
 LX5075  PID         -  LX5075
 LX5075  STATE/COUNTY-  CT/NEW LONDON
 LX5075  USGS QUAD   -  UNCASVILLE (1984)
 LX5075
 LX5075                         *CURRENT SURVEY CONTROL
 LX5075  ___________________________________________________________________
 LX5075* NAD 83(1996)-  41 23 32.85905(N)    072 05 57.02174(W)     ADJUSTED  
 LX5075* NAVD 88     -        37.     (meters)     121.     (feet)  SCALED    
 LX5075  ___________________________________________________________________
 LX5075  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX5075  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX5075
 LX5075  HORZ ORDER  -  THIRD
 LX5075
 LX5075.The horizontal coordinates were established by classical geodetic methods
 LX5075.and adjusted by the National Geodetic Survey in August 1998..
 LX5075
 LX5075.The orthometric height was scaled from a topographic map.
 LX5075
 LX5075.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5075
 LX5075.The geoid height was determined by GEOID03.
 LX5075
 LX5075;                    North         East     Units Scale Factor Converg.
 LX5075;SPC CT       -   214,700.660   359,230.728   MT  0.99998616   +0 25 53.5
 LX5075;SPC CT       -   704,397.08  1,178,576.15   sFT  0.99998616   +0 25 53.5
 LX5075;UTM  18      - 4,586,386.725   742,524.374   MT  1.00032392   +1 55 08.4
 LX5075
 LX5075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5075!SPC CT       -   0.99999903  x   0.99998616  =   0.99998519
 LX5075!UTM  18      -   0.99999903  x   1.00032392  =   1.00032294
 LX5075
 LX5075|---------------------------------------------------------------------|
 LX5075| PID    Reference Object                     Distance      Geod. Az  |
 LX5075|                                                           dddmmss.s |
 LX5075| CZ6723 MAMACOKE RM 1                        12.140 METERS 01205     |
 LX5075| CZ6724 MAMACOKE RM 2                        23.300 METERS 10303     |
 LX5075| LX5144 BAILEYS BARN CUPOLA                 APPROX. 1.7 KM 1371537.7 |
 LX5075| LX5078 HARRISON FLAGPOLE                   APPROX. 0.7 KM 1740304.3 |
 LX5075| LX5076 HARRISON ELEVATED TANK              APPROX. 0.6 KM 1792700.7 |
 LX5075|---------------------------------------------------------------------|
 LX5075
 LX5075                          SUPERSEDED SURVEY CONTROL
 LX5075
 LX5075  NAD 83(1992)-  41 23 32.85797(N)    072 05 57.02098(W) AD(       ) 3
 LX5075  NAD 83(1986)-  41 23 32.85887(N)    072 05 57.02494(W) AD(       ) 3
 LX5075  NAD 27      -  41 23 32.51400(N)    072 05 58.74600(W) AD(       ) 3
 LX5075
 LX5075.Superseded values are not recommended for survey control.
 LX5075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5075.See file dsdata.txt to determine how the superseded data were derived.
 LX5075
 LX5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4252486387(NAD 83)
 LX5075_MARKER: DS = TRIANGULATION STATION DISK
 LX5075_SETTING: 66 = SET IN ROCK OUTCROP
 LX5075_SP_SET: SET IN A ROCK LEDGE
 LX5075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5075+STABILITY: POSITION/ELEVATION WELL
 LX5075
 LX5075  HISTORY     - Date     Condition        Report By
 LX5075  HISTORY     - 1934     MONUMENTED       CGS
 LX5075  HISTORY     - 1971     GOOD             CTDT
 LX5075  HISTORY     - 1984     GOOD             USPSQD
 LX5075
 LX5075                          STATION DESCRIPTION
 LX5075
 LX5075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5075'THE STATION IS ON THE TOP OF MAMACOKE HILL AND AT THE W SIDE OF
 LX5075'THE HILL.  THE HILL IS A LARGE ROCKY PROMONTORY ON THE W SIDE OF
 LX5075'THE THAMES RIVER AND OPPOSITE THE U.S. SUBMARINE BASE.  IT IS THE
 LX5075'PROPERTY OF THE FITZGERALD ESTATE.
 LX5075'
 LX5075'THE STATION IS A STANDARD DISK SET IN A LEDGE ABOUT 30 METERS
 LX5075'W OF THE HIGHEST PART OF THE HILL.
 LX5075'
 LX5075'REFERENCE MARK NO.1 AND NO.2 ARE STANDARD DISKS SET IN LEDGE
 LX5075'NW (MAGNETIC) AND NE (MAGNETIC) OF THE STATION RESPECTIVELY.
 LX5075'
 LX5075'HEIGHT OF LIGHT ABOVE STATION MARK 7 METERS.
 LX5075
 LX5075                          STATION RECOVERY (1971)
 LX5075
 LX5075'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5075'THE STATION WAS FOUND IN THE TOP OF A 2X3 FOOT PIECE OF MOVEABLE
 LX5075'LEDGE OUTCROP.  THE LEDGE SURFACE IS LOOSE DUE TO FROST
 LX5075'ACTION.  REFERENCE MARK 1 AND REFERENCE MARK 2 WERE FOUND IN GOOD
 LX5075'CONDITION.
 LX5075'
 LX5075'TO REACH THE STATION FROM NEW LONDON AT ROUTE 95 OVERPASS AND
 LX5075'ROUTE 32 GO NORTH ON ROUTE 32 FOR 2.5 MILE TO BENHAM AVENUE
 LX5075'(HARRISON LANDING), TURN RIGHT, EAST AND GO 0.3 MILE TO RAILROAD
 LX5075'TRACKS.  THE STATION IS ABOUT 0.2 MILE NORTH OF THE CROSSING,
 LX5075'AND 200 FEET EAST OF A 20 FOOT HIGH ROCK BLUFF.
 LX5075
 LX5075                          STATION RECOVERY (1984)
 LX5075
 LX5075'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5075'MAMACOKE 1934 FOUND GOOD.
 LX5075'MAMACOKE 1934 RM 1 FOUND GOOD.
 LX5075'MANACOKE 1934 RM 2 FOUND FADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6364 ***********************************************************************
 LX6364  DESIGNATION -  MAN
 LX6364  PID         -  LX6364
 LX6364  STATE/COUNTY-  CT/NEW HAVEN
 LX6364  USGS QUAD   -  
 LX6364
 LX6364                         *CURRENT SURVEY CONTROL
 LX6364  ___________________________________________________________________
 LX6364* NAD 83(1996)-  41 14 45.27098(N)    072 51 40.08376(W)     ADJUSTED  
 LX6364* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6364  ___________________________________________________________________
 LX6364  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX6364  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6364
 LX6364  HORZ ORDER  -  SECOND
 LX6364
 LX6364.The horizontal coordinates were established by classical geodetic methods
 LX6364.and adjusted by the National Geodetic Survey in August 1998..
 LX6364
 LX6364.The orthometric height was scaled from a topographic map.
 LX6364
 LX6364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6364
 LX6364.The geoid height was determined by GEOID03.
 LX6364
 LX6364;                    North         East     Units Scale Factor Converg.
 LX6364;SPC CT       -   198,225.725   295,485.179   MT  0.99999568   -0 04 25.3
 LX6364;SPC CT       -   650,345.57    969,437.62   sFT  0.99999568   -0 04 25.3
 LX6364;SPC NY L     -   120,470.003   395,460.759   MT  1.00001872   +0 44 41.7
 LX6364;SPC NY L     -   395,242.00  1,297,440.84   sFT  1.00001872   +0 44 41.7
 LX6364;UTM  18      - 4,568,261.789   679,217.176   MT  0.99999530   +1 24 37.8
 LX6364
 LX6364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6364!SPC CT       -   1.00000428  x   0.99999568  =   0.99999996
 LX6364!SPC NY L     -   1.00000428  x   1.00001872  =   1.00002300
 LX6364!UTM  18      -   1.00000428  x   0.99999530  =   0.99999958
 LX6364
 LX6364|---------------------------------------------------------------------|
 LX6364| PID    Reference Object                     Distance      Geod. Az  |
 LX6364|                                                           dddmmss.s |
 LX6364| CZ6726 MAN RM 2                             21.560 METERS 02517     |
 LX6364| LX6363 DARROW ISLAND W FLAGPOLE            APPROX. 0.8 KM 0561644.0 |
 LX6364| LX6415 DARROW ISLAND WHITE CHIMNEY         APPROX. 1.0 KM 0595642.0 |
 LX6364| LX6416 DARROW ISLAND E FLAGPOLE            APPROX. 1.0 KM 0612903.0 |
 LX6364| LX6418 LANDONS ISLAND CHIMNEY              APPROX. 1.9 KM 0723932.2 |
 LX6364| LX6366 DARROW ROCKS FLAGPOLE               276.505 METERS 08742     |
 LX6364| LX6359 SUMAC ISLAND BOATHOUSE CHIM         APPROX. 4.3 KM 0895102.6 |
 LX6364| LX6360 BRANFORD REEF LIGHTHOUSE            APPROX. 5.4 KM 1201624.5 |
 LX6364| CZ6725 MAN RM 1                             17.590 METERS 26812     |
 LX6364| LX6365 DRIFTWOOD INN GABLE                  15.211 METERS 29729     |
 LX6364|---------------------------------------------------------------------|
 LX6364
 LX6364                          SUPERSEDED SURVEY CONTROL
 LX6364
 LX6364  NAD 83(1992)-  41 14 45.27008(N)    072 51 40.08354(W) AD(       ) 2
 LX6364  NAD 83(1986)-  41 14 45.27152(N)    072 51 40.08704(W) AD(       ) 2
 LX6364  NAD 27      -  41 14 44.92300(N)    072 51 41.72400(W) AD(       ) 2
 LX6364
 LX6364.Superseded values are not recommended for survey control.
 LX6364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6364.See file dsdata.txt to determine how the superseded data were derived.
 LX6364
 LX6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7921768262(NAD 83)
 LX6364_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6364_SETTING: 66 = SET IN ROCK OUTCROP
 LX6364_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6364+STABILITY: POSITION/ELEVATION WELL
 LX6364
 LX6364  HISTORY     - Date     Condition        Report By
 LX6364  HISTORY     - 1933     MONUMENTED       CGS
 LX6364  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX6364  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6364  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX6364
 LX6364                          STATION DESCRIPTION
 LX6364
 LX6364'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6364'THE STATION IS LOCATED ON MANSFIELD POINT ON THE LEDGE THAT MARKS
 LX6364'THE SE EXTREMITY OF POINT.  MANSFIELD POINT IS ON THE W SIDE OF
 LX6364'THE MOUTH OF EAST HAVEN RIVER.  STATION IS 7.0 METERS N OF POINT
 LX6364'WHERE LEDGE DROPS SHARPLY TO THE HIGH WATER MARK.  IT IS 55.75
 LX6364'METERS S OF S WALL OF DANCE HALL WHICH IS PROMINENT FEATURE OF
 LX6364'POINT, AND 15.0 METERS SOUTHEASTERLY FROM SE CORNER OF SMALL
 LX6364'RESTAURANT KNOWN AS DRIFTWOOD INN.
 LX6364'
 LX6364'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX6364'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX6364'
 LX6364'REFERENCE MARK NO.1 IS SLIGHTLY HIGHER THAN STATION AND IN
 LX6364'SAME LEDGE, BEARING N 80 DEG W (MAGNETIC) AND 2.15 METERS S OF S
 LX6364'WALL OF DRIFTWOOD INN.
 LX6364'
 LX6364'REFERENCE MARK NO.2 IS IN A SIMILAR LEDGE AND SLIGHTLY LOWER
 LX6364'THAN THE STATION, BEARING N 40 DEG E (MAGNETIC).
 LX6364'
 LX6364'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6364
 LX6364                          STATION RECOVERY (1977)
 LX6364
 LX6364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (DAH)
 LX6364'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN GOOD
 LX6364'CONDITION.  THE STATION MARK WAS SEARCHED FOR BUT NOT RECOVERED
 LX6364'AND IS BELIEVED TO HAVE BEEN DESTROYED.  A DRILL HOLE WAS FOUND IN
 LX6364'THE APPROXIMATE LOCATION OF THE MARK.
 LX6364'
 LX6364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6364'ABOUT 5 MILES EAST OF NEW HAVEN.
 LX6364
 LX6364                          STATION RECOVERY (1984)
 LX6364
 LX6364'RECOVERY NOTE BY US POWER SQUADRON 1984 (HSJ)
 LX6364'REFERENCE MARKS 1 AND 2 RECOVERED - STATION MARK NOT
 LX6364'RECOVERED - BELEIVED TO HAVE BEEN DESTROYED - NO BUILDINGS STAND
 LX6364'ON THE POINT BUT CONDOMINIUMS ARE IN THE PLANNING STAGE AND
 LX6364'WILL PROBABLY BE BUILT VERY SOON.
 LX6364
 LX6364                          STATION RECOVERY (1989)
 LX6364
 LX6364'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHM)
 LX6364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6595 ***********************************************************************
 LX6595  DESIGNATION -  MANCHESTER EMANUEL LUTH CH
 LX6595  PID         -  LX6595
 LX6595  STATE/COUNTY-  CT/HARTFORD
 LX6595  USGS QUAD   -  MANCHESTER (1992)
 LX6595
 LX6595                         *CURRENT SURVEY CONTROL
 LX6595  ___________________________________________________________________
 LX6595* NAD 83(1996)-  41 46 21.71699(N)    072 31 27.45273(W)     ADJUSTED  
 LX6595* NAVD 88     -                                                        
 LX6595  ___________________________________________________________________
 LX6595  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LX6595  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX6595
 LX6595  HORZ ORDER  -  THIRD
 LX6595
 LX6595.The horizontal coordinates were established by classical geodetic methods
 LX6595.and adjusted by the National Geodetic Survey in August 1998..
 LX6595
 LX6595
 LX6595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6595
 LX6595.The geoid height was determined by GEOID03.
 LX6595
 LX6595;                    North         East     Units Scale Factor Converg.
 LX6595;SPC CT       -   256,750.811   323,566.881   MT  0.99999182   +0 08 58.8
 LX6595;SPC CT       -   842,356.62  1,061,569.01   sFT  0.99999182   +0 08 58.8
 LX6595;UTM  18      - 4,627,502.266   705,767.570   MT  1.00012105   +1 38 59.4
 LX6595
 LX6595                          SUPERSEDED SURVEY CONTROL
 LX6595
 LX6595  NAD 83(1996)-  41 46 21.71656(N)    072 31 27.45280(W) AD(       ) 4
 LX6595  NAD 83(1992)-  41 46 21.71678(N)    072 31 27.45296(W) AD(       ) 4
 LX6595  NAD 83(1992)-  41 46 21.71787(N)    072 31 27.45409(W) AD(       ) 4
 LX6595  NAD 83(1986)-  41 46 21.71831(N)    072 31 27.45396(W) AD(       ) 4
 LX6595  NAD 27      -  41 46 21.36038(N)    072 31 29.13878(W) AD(       ) 3
 LX6595
 LX6595.Superseded values are not recommended for survey control.
 LX6595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6595.See file dsdata.txt to determine how the superseded data were derived.
 LX6595
 LX6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0576827502(NAD 83)
 LX6595_MARKER: Z = SEE DESCRIPTION
 LX6595_SETTING: 0 = UNSPECIFIED SETTING
 LX6595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6595+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 LX6595
 LX6595  HISTORY     - Date     Condition        Report By
 LX6595  HISTORY     - 1978     MONUMENTED       NGS
 LX6595  HISTORY     - 20030908 GOOD             USPSQD
 LX6595
 LX6595                          STATION DESCRIPTION
 LX6595
 LX6595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6595'THE STATION IS THE BASE OF THE CROSS OF THE MANCHESTER
 LX6595'EMANUEL LUTHERAN CHURCH SPIRE AND IS OWNED BY THE LUTHERAN
 LX6595'CHURCH. IT IS BLACK IN COLOR WITH A GOLD CROSS ATOP A GOLD
 LX6595'BALL. THE BELFRY AND CHURCH BUILDING IS BROWN BRICK AND THE
 LX6595'FRONT FACE OF THE BELFRY HAS A LARGE WHITE CROSS EMBEDDED IN
 LX6595'IT.  IT IS APPROXIMATELY 100 FEET IN HEIGHT.
 LX6595'
 LX6595'IT IS LOCATED AT THE CORNER OF MYRTLE STREET AND CHURCH STREET
 LX6595'IN MANCHESTER.
 LX6595'
 LX6595'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
 LX6595
 LX6595                          STATION RECOVERY (2003)
 LX6595
 LX6595'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX6595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6597 ***********************************************************************
 LX6597  DESIGNATION -  MANCHESTER ST BRIDGET CH SPIRE
 LX6597  PID         -  LX6597
 LX6597  STATE/COUNTY-  CT/HARTFORD
 LX6597  USGS QUAD   -  MANCHESTER (1992)
 LX6597
 LX6597                         *CURRENT SURVEY CONTROL
 LX6597  ___________________________________________________________________
 LX6597* NAD 83(1996)-  41 47 29.92530(N)    072 31 29.81284(W)     ADJUSTED  
 LX6597* NAVD 88     -                                                        
 LX6597  ___________________________________________________________________
 LX6597  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 LX6597  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX6597
 LX6597  HORZ ORDER  -  THIRD
 LX6597
 LX6597.The horizontal coordinates were established by classical geodetic methods
 LX6597.and adjusted by the National Geodetic Survey in August 1998..
 LX6597
 LX6597
 LX6597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6597
 LX6597.The geoid height was determined by GEOID03.
 LX6597
 LX6597;                    North         East     Units Scale Factor Converg.
 LX6597;SPC CT       -   258,855.044   323,506.892   MT  0.99999326   +0 08 57.2
 LX6597;SPC CT       -   849,260.26  1,061,372.19   sFT  0.99999326   +0 08 57.2
 LX6597;UTM  18      - 4,629,604.476   705,652.487   MT  1.00012046   +1 39 00.0
 LX6597
 LX6597                          SUPERSEDED SURVEY CONTROL
 LX6597
 LX6597  NAD 83(1996)-  41 47 29.92490(N)    072 31 29.81291(W) AD(       ) 4
 LX6597  NAD 83(1992)-  41 47 29.92514(N)    072 31 29.81307(W) AD(       ) 4
 LX6597  NAD 83(1992)-  41 47 29.92618(N)    072 31 29.81413(W) AD(       ) 4
 LX6597  NAD 83(1986)-  41 47 29.92664(N)    072 31 29.81404(W) AD(       ) 4
 LX6597  NAD 27      -  41 47 29.56933(N)    072 31 31.50161(W) AD(       ) 3
 LX6597
 LX6597.Superseded values are not recommended for survey control.
 LX6597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6597.See file dsdata.txt to determine how the superseded data were derived.
 LX6597
 LX6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0565229604(NAD 83)
 LX6597_MARKER: Z = SEE DESCRIPTION
 LX6597_SETTING: 0 = UNSPECIFIED SETTING
 LX6597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6597+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 LX6597
 LX6597  HISTORY     - Date     Condition        Report By
 LX6597  HISTORY     - 1978     MONUMENTED       NGS
 LX6597  HISTORY     - 20030908 GOOD             USPSQD
 LX6597
 LX6597                          STATION DESCRIPTION
 LX6597
 LX6597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6597'THE STATION IS THE BASE OF THE CROSS ATOP THE MANCHESTER
 LX6597'SAINT BRIDGET CHURCH SPIRE AND IS OWNED BY THE CATHOLIC CHURCH.
 LX6597'IT IS GRAY IN COLOR WITH A GOLD CROSS ATTACHED TO A WHITE
 LX6597'CYLINDRICAL BELFRY THAT IS APPROXIMATELY 80 FEET IN HEIGHT.
 LX6597'
 LX6597'IT IS LOCATED JUST EAST OF THE JUNCTION OF PINE HILL STREET
 LX6597'AND MAIN STREET IN MANCHESTER.
 LX6597'
 LX6597'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
 LX6597
 LX6597                          STATION RECOVERY (2003)
 LX6597
 LX6597'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX6597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5508 ***********************************************************************
 LX5508  DESIGNATION -  MANETUCK 3
 LX5508  PID         -  LX5508
 LX5508  STATE/COUNTY-  CT/NEW LONDON
 LX5508  USGS QUAD   -  NIANTIC (1983)
 LX5508
 LX5508                         *CURRENT SURVEY CONTROL
 LX5508  ___________________________________________________________________
 LX5508* NAD 83(1996)-  41 21 16.48622(N)    072 09 00.81995(W)     ADJUSTED  
 LX5508* NAVD 88     -        74.     (meters)     243.     (feet)  VERTCON   
 LX5508  ___________________________________________________________________
 LX5508  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LX5508  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5508
 LX5508  HORZ ORDER  -  SECOND
 LX5508
 LX5508.The horizontal coordinates were established by classical geodetic methods
 LX5508.and adjusted by the National Geodetic Survey in August 1998..
 LX5508.No horizontal observational check was made to the station.
 LX5508
 LX5508.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5508
 LX5508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5508
 LX5508.The geoid height was determined by GEOID03.
 LX5508
 LX5508;                    North         East     Units Scale Factor Converg.
 LX5508;SPC CT       -   210,462.773   354,990.154   MT  0.99998800   +0 23 51.7
 LX5508;SPC CT       -   690,493.28  1,164,663.53   sFT  0.99998800   +0 23 51.7
 LX5508;SPC NY L     -   133,553.085   454,787.601   MT  1.00003362   +1 12 35.7
 LX5508;SPC NY L     -   438,165.41  1,492,082.32   sFT  1.00003362   +1 12 35.7
 LX5508;UTM  18      - 4,582,038.827   738,393.844   MT  1.00029947   +1 53 01.6
 LX5508
 LX5508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5508!SPC CT       -   0.99999323  x   0.99998800  =   0.99998123
 LX5508!SPC NY L     -   0.99999323  x   1.00003362  =   1.00002685
 LX5508!UTM  18      -   0.99999323  x   1.00029947  =   1.00029270
 LX5508
 LX5508|---------------------------------------------------------------------|
 LX5508| PID    Reference Object                     Distance      Geod. Az  |
 LX5508|                                                           dddmmss.s |
 LX5508| CZ6730 MANETUCK 3 RM 6                       8.755 METERS 04729     |
 LX5508| CZ6732 MANETUCK 3 RM 8                       8.770 METERS 04729     |
 LX5508| LX5217 GROTON MONUMENT                     APPROX. 5.9 KM 0893359.9 |
 LX5508| LX5354 NEW LONDON SNETC MICROWAVE          APPROX. 4.4 KM 0910007.2 |
 LX5508| CZ6733 MANETUCK 3 RM 9                      10.292 METERS 19048     |
 LX5508| LX5509 MANETUCK 3 RM 10                     47.896 METERS 19416     |
 LX5508| CZ6734 MANETUCK 3 WM                                      21122     |
 LX5508| LX5407 MANETUCK 2                           50.281 METERS 21140     |
 LX5508| CZ6731 MANETUCK 3 RM 7                       6.666 METERS 29516     |
 LX5508|---------------------------------------------------------------------|
 LX5508
 LX5508                          SUPERSEDED SURVEY CONTROL
 LX5508
 LX5508  NAD 83(1992)-  41 21 16.48511(N)    072 09 00.81924(W) AD(       ) 2
 LX5508  NAD 83(1986)-  41 21 16.48657(N)    072 09 00.82351(W) AD(       ) 2
 LX5508  NAD 27      -  41 21 16.13868(N)    072 09 02.54420(W) AD(       ) 2
 LX5508  NGVD 29 (07/19/86)   74.     (m)          243.     (f) VERT ANG       
 LX5508
 LX5508.Superseded values are not recommended for survey control.
 LX5508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5508.See file dsdata.txt to determine how the superseded data were derived.
 LX5508
 LX5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3839482039(NAD 83)
 LX5508_MARKER: DS = TRIANGULATION STATION DISK
 LX5508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5508
 LX5508  HISTORY     - Date     Condition        Report By
 LX5508  HISTORY     - 1968     MONUMENTED       CGS
 LX5508  HISTORY     - 1972     GOOD             NGS
 LX5508  HISTORY     - 1975     GOOD             NGS
 LX5508  HISTORY     - 1984     GOOD             USPSQD
 LX5508
 LX5508                          STATION DESCRIPTION
 LX5508
 LX5508'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (NCS)
 LX5508'STATION IS LOCATED ON MANATUCK HILL IN WATERFORD, ABOUT 4-1/2
 LX5508'MILES WEST OF NEW LONDON, 175 FEET NORTH OF THE CENTER OF THE
 LX5508'PROPOSED FIVE MILLION GALLON WATER (TANK) RESERVOIR AND ABOUT
 LX5508'83 FEET NORTH OF THE NORTH SIDE.  (ESTIMATED FROM PLANS OF FAY,
 LX5508'SPOFFORD AND THORNDIKE.) THE STATION MARK IS A STANDARD DISK
 LX5508'SET IN THE TOP OF AN 18 INCH DIAMETER MONUMENT THAT PROJECTS
 LX5508'1 INCH.  ROCK WAS ENCOUNTERED 18 INCHES BELOW GROUND, AND THE
 LX5508'UNDERGROUND MARK WAS SET IN A DRILL HOLE IN THIS ROCK.  MARK
 LX5508'IS 55 FEET NORTHWEST OF THE SOUTHEAST CORNER OF STONE FENCES,
 LX5508'4 FEET NORTH OF THE EAST-WEST FENCE AND 2.8 FEET NORTH OF A
 LX5508'METAL WITNESS POST.
 LX5508'
 LX5508'RM 6 IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 LX5508'PROJECTS 12 INCHES AND IS 30 FEET NORTHEAST OF THE WITNESS POST,
 LX5508'28 FEET WEST OF THE NORTH-SOUTH STONE FENCE AND 18 FEET NORTH
 LX5508'OF THE EAST-WEST STONE FENCE.
 LX5508'
 LX5508'RM 7 IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER THAT
 LX5508'PROJECTS 6 INCHES, IS 24 FEET NORTHWEST OF THE WITNESS POST,
 LX5508'19 FEET EAST OF THE CENTER OF AN OPENING IN THE EAST-WEST STONE
 LX5508'FENCE AND 15 FEET NORTH OF THE SAME FENCE.
 LX5508'
 LX5508'(FORT TRUMBULL BLACK TANK 1932 IS NOW PAINTED RED, WHITE AND
 LX5508'BLUE, WITH LETTERING U.S. NAVY LABORATORY PAINTED ON IT IN BLACK.)
 LX5508'
 LX5508'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 85 AND 213
 LX5508'IN WATERFORD, GO WESTERLY ON 85 FOR 2.5 MILES, (PASSING BENEATH
 LX5508'INTERSTATE 95 AT 1.0 MILE) TO CROSS ROAD ON THE LEFT, TURN
 LX5508'LEFT AND FOLLOW CROSS ROAD SOUTHERLY FOR 2.1 MILES, (PASSING
 LX5508'OVER INTERSTATE 95 AT 1.2 MILES), TO ROCK RIDGE ROAD ON THE
 LX5508'LEFT, TURN LEFT AND GO UPGRADE FOR 0.3 MILE TO A TURN-AROUND,
 LX5508'CONTINUE AHEAD ON A NARROW ROAD FOR 0.2 MILE TO A DIRT DRIVEWAY
 LX5508'ON THE RIGHT, TURN RIGHT AND FOLLOW THE DRIVEWAY EASTERLY FOR
 LX5508'0.15 MILE TO A DWELLING AND THE STATION IN THE SECOND WALLED
 LX5508'FIELD BEYOND THE HOUSE.
 LX5508'
 LX5508'(NOTE--A NEW ACCESS ROAD IS PLANNED, AND WILL FOLLOW
 LX5508'APPROXIMATE LOCATION OF THE PRESENT DRIVEWAY IF RIGHT-OF-WAY
 LX5508'CAN BE OBTAINED.)
 LX5508
 LX5508                          STATION RECOVERY (1972)
 LX5508
 LX5508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX5508'STATION MARK WAS RECOVERED IN GOOD CONDITION.  RM NO.6 HAS BEEN
 LX5508'DESTROYED.  RM NO.7 DISK HAS BEEN BROKEN OFF, BUT THE STEM WAS
 LX5508'RECOVERED AND DISTANCE CHECKED VERY CLOSELY.  TWO NEW REFERENCE
 LX5508'MARKS WERE ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 LX5508'
 LX5508'STATION IS LOCATED ON MANETUCK HILL IN WATERFORD, AT NORTH SIDE
 LX5508'OF A GREEN, 5-MILLION-GALLON WATER RESERVOIR TANK.
 LX5508'
 LX5508'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND
 LX5508'INTERSTATE HIGHWAY 95 ABOUT 2 MILES NORTHWEST OF NEW LONDON, GO
 LX5508'NORTHWEST ON HIGHWAY 85 FOR 1.5 MILES.  TURN LEFT AND GO SOUTH
 LX5508'ON CROSS ROAD FOR 2.1 MILES.  TURN LEFT ON ROCK RIDGE RD. AND GO
 LX5508'EAST 0.25 MILE TO END OF STREET.  CONTINUE AHEAD ON NARROW ROAD
 LX5508'0.25 MILE.  TAKE LEFT FORK AND GO 0.3 MILE.  TURN LEFT AND GO
 LX5508'0.15 MILE TO THE RESERVOIR AND STATION ON NORTH SIDE.
 LX5508'
 LX5508'STATION IS A STANDARD DISK STAMPED MANATUCK 3 1968, SET IN A
 LX5508'12 X 12 CONCRETE MONUMENT FLUSH WITH GROUND, ON NORTH EDGE OF A
 LX5508'10 FOOT DIAMETER, RAISED PIECE OF GROUND ABOUT 2 FEET HIGHER
 LX5508'THAN SURROUNDING AREA, AND ON WHICH IS AN OAK TREE (THE EAST 1
 LX5508'OF 2 OAKS).  STATION IS 73 FEET NORTH-NORTHEAST OF EDGE OF
 LX5508'RESERVOIR, 7 FEET NORTH OF THE OAK, 53 FEET WEST OF STONE FENCE,
 LX5508'4.2 FEET EAST OF A METAL WITNESS POST, AND 2 FEET NORTH OF THE
 LX5508'REMAINS OF OLD STONE FENCE, WHICH NOW APPEARS TO BE JUST A
 LX5508'STONE PILE.  STATION IS SURROUNDED BY A 4-FOOT-DIAMETER RING OF
 LX5508'ROCKS 2 FEET HIGH.
 LX5508'
 LX5508'RM NO 7 (STEM) IS CEMENTED IN A DRILL HOLE IN A BOULDER, 4 INCHES
 LX5508'BELOW GROUND, 27 FEET NORTHEAST OF THE WEST OAK.
 LX5508'
 LX5508'REFERENCE MARK NUMBER 8 IS A STANDARD DISK STAMPED MANETUCK 3
 LX5508'1968 NO 8 1972, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER TOP
 LX5508'THAT PROJECTS 6 INCHES.  IT IS 27 FEET WEST OF THE STONE FENCE,
 LX5508'36 FEET NORTHWEST OF THE FENCE CORNER AND 20 INCHES LOWER THAN
 LX5508'STATION MARK.
 LX5508'
 LX5508'REFERENCE MARK NUMBER 9 IS A STANDARD DISK STAMPED MANETUCK 3
 LX5508'1968 NO 9 1972, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING
 LX5508'6 INCHES, AND IS 39 FEET NORTH OF NORTH EDGE OF THE RESERVOIR.
 LX5508'
 LX5508'RM NO. 8 TO RM NO. 9 - 18.110 METERS, 59.418 FEET.
 LX5508'
 LX5508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5508'4-1/2 MILES WSW OF NEW LONDON.
 LX5508
 LX5508                          STATION RECOVERY (1975)
 LX5508
 LX5508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5508'THE STATION MARK, REFERENCE MARKS 8 AND 9 WERE RECOVERED AND
 LX5508'FOUND IN GOOD CONDITION.  REFERENCE MARK 7 (STEM) WAS
 LX5508'RECOVERED.  DUE TO LOCATION OF STATION, REFERENCE MARK 10 WAS
 LX5508'SET AND OCCUPIED AT THIS TIME.  AN AZIMUTH MARK WAS SET AND IS
 LX5508'VISIBLE TO REFERENCE MARK 10 ONLY.  THE ANGLES FROM REFERENCE
 LX5508'MARK 9 TO REFERENCE MARKS 7 AND 8 CHECKED WITH THE 1972
 LX5508'OBSERVATIONS.  THE DISTANCE FROM THE STATION TO REFERENCE
 LX5508'MARKS 7 AND 8 CHECKED.  THE DISTANCE FROM THE STATION TO
 LX5508'REFERENCE MARK 9 WAS FOUND SHORTER BY 0.025 FOOT.  THE
 LX5508'DISTANCE FROM REFERENCE MARK 8 TO REFERENCE MARK 9 WAS FOUND
 LX5508'SHORTER BY 0.03 FOOT.  DUE TO CHANGES, A COMPLETE NEW
 LX5508'DESCRIPTION FOLLOWS.
 LX5508'
 LX5508'THE STATION IS ABOUT 2-1/2 MILES WEST OF NEW LONDON, 1-1/4
 LX5508'MILES NORTHWEST OF WATERFORD, ON MANETUCK HILL AND JUST NORTH
 LX5508'OF A LARGE WATER RESERVOIR TANK.  IT IS ON THE PROPERTY OF
 LX5508'THE CITY OF NEW LONDON, DEPARTMENT OF PUBLIC WORKS.
 LX5508'
 LX5508'TO REACH THE STATION FROM THE POST OFFICE IN WATERFORD, GO
 LX5508'NORTHWEST ON U.S. HIGHWAY 1A FOR 1.85 MILES TO A CROSSROAD AT
 LX5508'A TRAFFIC LIGHT, SPITHEAD ROAD ON THE LEFT AND CROSS ROAD ON
 LX5508'THE RIGHT.  TURN RIGHT AND GO NORTH ON CROSS ROAD FOR 0.1 MILE
 LX5508'TO ROCK RIDGE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST
 LX5508'AND EAST ON ROCK RIDGE ROAD FOR 0.3 MILE TO THE END OF THE
 LX5508'ROAD.  CONTINUE EAST ON A PRIVATE DRIVE FOR 0.2 MILE TO A
 LX5508'FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST AND SOUTH, PASSING
 LX5508'THROUGH A GATE, FOR 0.15 MILE TO THE END OF THE MAIN TRAVELED
 LX5508'ROAD AND A HOUSE ON THE LEFT.  CONTINUE SOUTH ON A GRAVEL
 LX5508'ROAD FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 LX5508'GO EAST ON A GRAVEL ROAD FOR 0.1 MILE TO A LARGE CONCRETE
 LX5508'RESERVOIR TANK AND THE STATION ON THE NORTH SIDE OF THE
 LX5508'TANK AS DESCRIBED.
 LX5508'
 LX5508'STATION MARK, A STANDARD DISK STAMPED MANETUCK 3 1968, IS
 LX5508'SET IN A 12-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND
 LX5508'SURFACE.  IT IS 72.7 FEET NORTHEAST OF THE RESERVOIR, 53 FEET
 LX5508'WEST OF A ROCK FENCE CORNER, 39 FEET EAST OF A 14-INCH WHITE
 LX5508'OAK TREE, 7.5 FEET NORTHEAST OF A 12-INCH WHITE OAK TREE AND
 LX5508'4.1 FEET EAST OF A METAL WITNESS POST.  THERE IS NO MENTION OF
 LX5508'AN UNDERGROUND MARK IN THE 1968 DESCRIPTION.
 LX5508'
 LX5508'REFERENCE MARK 7, THE DISK HAS BEEN KNOCKED OFF, ONLY THE STEM
 LX5508'REMAINS.  IT IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS
 LX5508'2 INCHES BELOW THE GROUND SURFACE.  IT IS 79.8 FEET NORTHEAST
 LX5508'OF THE RESERVOIR, 27 FEET EAST OF THE 14-INCH WHITE OAK TREE
 LX5508'AND 26 FEET NORTH OF THE 12-INCH WHITE OAK TREE.
 LX5508'
 LX5508'REFERENCE MARK 8, A STANDARD DISK STAMPED MANETUCK 3 1968 NO
 LX5508'8 1972, IS CEMENTED IN A DRILL HOLE IN A BOULDER WITH AN
 LX5508'EXPOSED SURFACE OF 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES
 LX5508'ABOVE THE GROUND SURFACE.  IT IS 96.2 FEET NORTHEAST OF THE
 LX5508'RESERVOIR, 35 FEET NORTHWEST OF THE ROCK FENCE CORNER AND 34.5
 LX5508'FEET EAST OF THE 12-INCH WHITE OAK TREE.
 LX5508'
 LX5508'REFERENCE MARK 9, A STANDARD DISK STAMPED MANETUCK 3 1968 NO
 LX5508'9 1972, IS CEMENTED IN A DRILL HOLE IN A BOULDER WITH AN
 LX5508'EXPOSED SURFACE OF 1 BY 2 FEET AND PROJECTS 4 INCHES ABOVE THE
 LX5508'GROUND SURFACE.  IT IS 39.0 FEET NORTHEAST OF THE RESERVOIR,
 LX5508'38.5 FEET SOUTHEAST OF THE 14-INCH WHITE OAK TREE AND 26.5 FEET
 LX5508'SOUTHWEST OF THE 12-INCH WHITE OAK TREE.
 LX5508'
 LX5508'REFERENCE MARK 10, A U.S. COAST AND GEODETIC AND STATE SURVEY
 LX5508'DISK STAMPED 1968 RM 10 1975, IS BONDED TO THE TOP OF THE
 LX5508'RESERVOIR.  IT IS 16.5 FEET NORTHWEST OF THE CENTER OF THE TOP
 LX5508'OF THE RESERVOIR.
 LX5508'
 LX5508'FOR THE DESCRIPTION TO THE AZIMUTH MARK, SEE THE DESCRIPTION TO
 LX5508'STATION MANETUCK 3 1968 RM 10.
 LX5508'
 LX5508'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 LX5508'
 LX5508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5508'1-1/4 MILES NORTHWEST OF WATERFORD.
 LX5508
 LX5508                          STATION RECOVERY (1984)
 LX5508
 LX5508'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5508'MANETUCK 3 FOUND GOOD.
 LX5508'WITNESS POST NEARBY, POST BUT NO SIGN.
 LX5508'RM 7 LOCATED STEM OF RM 7 IN A DRILL HOLE IN A BOULDER.  (27 FEET
 LX5508'NE OF THE WEST OAK).
 LX5508'MANETUCK 3 1968 RM 8 1972 FOUND GOOD.
 LX5508'MANETUCK 3 1968 RM 9 1972 FOUND MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5509 ***********************************************************************
 LX5509  DESIGNATION -  MANETUCK 3 RM 10
 LX5509  PID         -  LX5509
 LX5509  STATE/COUNTY-  CT/NEW LONDON
 LX5509  USGS QUAD   -  NIANTIC (1983)
 LX5509
 LX5509                         *CURRENT SURVEY CONTROL
 LX5509  ___________________________________________________________________
 LX5509* NAD 83(1996)-  41 21 14.98153(N)    072 09 01.32752(W)     ADJUSTED  
 LX5509* NAVD 88     -        86.8    (meters)     285.     (feet)  VERTCON   
 LX5509  ___________________________________________________________________
 LX5509  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LX5509  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5509
 LX5509  HORZ ORDER  -  FIRST
 LX5509
 LX5509.The horizontal coordinates were established by classical geodetic methods
 LX5509.and adjusted by the National Geodetic Survey in August 1998..
 LX5509
 LX5509.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5509
 LX5509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5509
 LX5509.The geoid height was determined by GEOID03.
 LX5509
 LX5509;                    North         East     Units Scale Factor Converg.
 LX5509;SPC CT       -   210,416.273   354,978.678   MT  0.99998802   +0 23 51.3
 LX5509;SPC CT       -   690,340.72  1,164,625.88   sFT  0.99998802   +0 23 51.3
 LX5509;UTM  18      - 4,581,992.030   738,383.575   MT  1.00029941   +1 53 01.2
 LX5509
 LX5509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5509!SPC CT       -   0.99999117  x   0.99998802  =   0.99997919
 LX5509!UTM  18      -   0.99999117  x   1.00029941  =   1.00029058
 LX5509
 LX5509|---------------------------------------------------------------------|
 LX5509| PID    Reference Object                     Distance      Geod. Az  |
 LX5509|                                                           dddmmss.s |
 LX5509| LX5508 MANETUCK 3                           47.896 METERS 01416     |
 LX5509| CZ6729 MANETUCK 3 AZ MK                                   2404548.6 |
 LX5509|---------------------------------------------------------------------|
 LX5509
 LX5509                          SUPERSEDED SURVEY CONTROL
 LX5509
 LX5509  NAD 83(1992)-  41 21 14.98042(N)    072 09 01.32681(W) AD(       ) 1
 LX5509  NAD 83(1986)-  41 21 14.98174(N)    072 09 01.33113(W) AD(       ) 1
 LX5509  NAD 27      -  41 21 14.63359(N)    072 09 03.05187(W) AD(       ) 1
 LX5509  NGVD 29 (07/19/86)   87.1    (m)          286.     (f) VERT ANG       
 LX5509
 LX5509.Superseded values are not recommended for survey control.
 LX5509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5509.See file dsdata.txt to determine how the superseded data were derived.
 LX5509
 LX5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3838481992(NAD 83)
 LX5509_MARKER: DR = REFERENCE MARK DISK
 LX5509_SETTING: 0 = UNSPECIFIED SETTING
 LX5509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5509
 LX5509  HISTORY     - Date     Condition        Report By
 LX5509  HISTORY     - 1975     MONUMENTED       NGS
 LX5509
 LX5509                          STATION DESCRIPTION
 LX5509
 LX5509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5509'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF NEW LONDON,
 LX5509'1-1/4 MILES NORTHWEST OF WATERFORD, ON MANETUCK HILL AND ATOP
 LX5509'A LARGE CONCRETE WATER RESERVOIR OWNED BY THE CITY OF NEW
 LX5509'LONDON, DEPARTMENT OF PUBLIC WORKS.
 LX5509'
 LX5509'TO REACH THE STATION FROM THE POST OFFICE IN WATERFORD, GO
 LX5509'NORTHWEST ON U.S. HIGHWAY 1A FOR 1.85 MILES TO A CROSSROAD AT
 LX5509'A TRAFFIC LIGHT.  SPITHEAD ROAD TO THE LEFT AND CROSS ROAD TO
 LX5509'THE RIGHT.  TURN RIGHT AND GO NORTH ON CROSS ROAD FOR 0.1 MILE
 LX5509'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST AND EAST ON
 LX5509'ROCK RIDGE ROAD FOR 0.3 MILE TO THE END OF THE ROAD AND A
 LX5509'PRIVATE DRIVE CONTINUEING AHEAD.  CONTINUE EAST ON THE PRIVATE
 LX5509'DRIVE FOR 0.2 MILE TO A FORK.  KEEP THE RIGHT FORK AND GO
 LX5509'SOUTHEAST AND SOUTH, PASSING THROUGH A GATE, FOR 0.15 MILE TO
 LX5509'THE END OF THE MAIN DRIVE AND A HOUSE ON THE LEFT.  CONTINUE
 LX5509'SOUTH ON A GRAVELED ROAD FOR 0.05 MILE TO A SIDE ROAD
 LX5509'LEFT.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.1
 LX5509'MILE TO A LARGE CONCRETE WATER RESERVOIR AND THE STATION
 LX5509'ATOP AND MANETUCK 3 1968 JUST TO THE NORTH OF THE
 LX5509'RESERVOIR.
 LX5509'
 LX5509'THE STATION MARK IS A U.S. COAST AND GEODETIC AND STATE SURVEY
 LX5509'DISK, STAMPED 1968 RM 10 1975, BONDED TO THE TOP OF THE
 LX5509'RESERVOIR.  IT IS 16.5 FEET NORTHWEST OF THE CENTER OF THE TOP
 LX5509'OF THE RESERVOIR.
 LX5509'
 LX5509'MANETUCK 3 1968, STAMPED MANETUCK 3 1968, IS A STANDARD STATION
 LX5509'MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 LX5509'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 72.7 FEET
 LX5509'NORTHEAST OF THE RESERVOIR, 53 FEET WEST OF A ROCK FENCE
 LX5509'CORNER, 39 FEET EAST OF A 14-INCH WHITE OAK TREE, 7.5 FEET
 LX5509'NORTHEAST OF A 12-INCH WHITE OAK TREE AND 4.1 FEET EAST OF A
 LX5509'METAL WITNESS POST.  THERE IS NO MENTION OF AN UNDERGROUND MARK
 LX5509'IN THE 1968 DESCRIPTION.
 LX5509'
 LX5509'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 LX5509'1A, SPITHEAD ROAD AND CROSS ROAD, GO SOUTH ON SPITHEAD ROAD FOR
 LX5509'0.35 MILE TO MULLIN HILL ROAD ON THE LEFT.  TURN LEFT AND GO
 LX5509'EASTERLY ON MULLIN HILL ROAD FOR 0.05 MILE TO THE AZIMUTH MARK
 LX5509'ON THE LEFT AS DESCRIBED.
 LX5509'
 LX5509'THE AZIMUTH MARK, STAMPED MANETUCK 3 1968 AZ MK 1975, IS A
 LX5509'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 LX5509'TOP OF A CONCRETE CULVERT WHICH PROJECTS ABOUT 5 INCHES ABOVE
 LX5509'THE GROUND SURFACE.  IT IS 17.5 FEET NORTH-NORTHEAST OF THE
 LX5509'APPROXIMATE CENTER OF MULLIN HILL ROAD, 14 FEET SOUTHEAST OF
 LX5509'THE APPROXIMATE CENTER OF A PRIVATE DRIVE, 3.5 FEET EAST OF
 LX5509'POWER LINE POLE NUMBER 9E68 AND 2.1 FEET EAST OF A METAL
 LX5509'WITNESS POST.
 LX5509'
 LX5509'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7233 ***********************************************************************
 LX7233  DESIGNATION -  MANITOOK
 LX7233  PID         -  LX7233
 LX7233  STATE/COUNTY-  CT/HARTFORD
 LX7233  USGS QUAD   -  TARIFFVILLE (1984)
 LX7233
 LX7233                         *CURRENT SURVEY CONTROL
 LX7233  ___________________________________________________________________
 LX7233* NAD 83(1996)-  41 59 41.33207(N)    072 46 33.18251(W)     ADJUSTED  
 LX7233* NAVD 88     -       194.5    (meters)     638.     (feet)  VERTCON   
 LX7233  ___________________________________________________________________
 LX7233  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 LX7233  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LX7233
 LX7233  HORZ ORDER  -  FIRST
 LX7233
 LX7233.The horizontal coordinates were established by classical geodetic methods
 LX7233.and adjusted by the National Geodetic Survey in August 1998..
 LX7233
 LX7233.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7233
 LX7233.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7233
 LX7233.The geoid height was determined by GEOID03.
 LX7233
 LX7233;                    North         East     Units Scale Factor Converg.
 LX7233;SPC CT       -   281,397.257   302,655.891   MT  1.00001549   -0 01 01.8
 LX7233;SPC CT       -   923,217.50    992,963.54   sFT  1.00001549   -0 01 01.8
 LX7233;UTM  18      - 4,651,593.326   684,215.878   MT  1.00001759   +1 29 18.6
 LX7233
 LX7233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7233!SPC CT       -   0.99997403  x   1.00001549  =   0.99998952
 LX7233!UTM  18      -   0.99997403  x   1.00001759  =   0.99999162
 LX7233
 LX7233:                Primary Azimuth Mark                     Grid Az
 LX7233:SPC CT       -  WHITES                                   073 52 03.3
 LX7233:UTM  18      -  WHITES                                   072 21 42.9
 LX7233
 LX7233|---------------------------------------------------------------------|
 LX7233| PID    Reference Object                     Distance      Geod. Az  |
 LX7233|                                                           dddmmss.s |
 LX7233| MZ1782 WHITES                              APPROX. 4.1 KM 0735101.5 |
 LX7233| CZ6736 MANITOOK RM 2                        21.385 METERS 22432     |
 LX7233| CZ6735 MANITOOK RM 1                        19.540 METERS 35341     |
 LX7233|---------------------------------------------------------------------|
 LX7233
 LX7233                          SUPERSEDED SURVEY CONTROL
 LX7233
 LX7233  NAD 83(1996)-  41 59 41.33204(N)    072 46 33.18253(W) AD(       ) 1
 LX7233  NAD 83(1992)-  41 59 41.33280(N)    072 46 33.18330(W) AD(       ) 1
 LX7233  NAD 83(1992)-  41 59 41.33291(N)    072 46 33.18338(W) AD(       ) 1
 LX7233  NAD 83(1986)-  41 59 41.33383(N)    072 46 33.18409(W) AD(       ) 1
 LX7233  NAD 27      -  41 59 40.99002(N)    072 46 34.84233(W) AD(       ) 1
 LX7233  NGVD 29 (07/19/86)  194.7    (m)          639.     (f) VERT ANG       
 LX7233
 LX7233.Superseded values are not recommended for survey control.
 LX7233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7233.See file dsdata.txt to determine how the superseded data were derived.
 LX7233
 LX7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8421651593(NAD 83)
 LX7233_MARKER: DS = TRIANGULATION STATION DISK
 LX7233_SETTING: 66 = SET IN ROCK OUTCROP
 LX7233_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7233_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7233+STABILITY: POSITION/ELEVATION WELL
 LX7233
 LX7233  HISTORY     - Date     Condition        Report By
 LX7233  HISTORY     - 1979     MONUMENTED       NGS
 LX7233  HISTORY     - 1980     GOOD             NGS
 LX7233
 LX7233                          STATION DESCRIPTION
 LX7233
 LX7233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX7233'THE STATION IS LOCATED 5 MILES SOUTH-SOUTHEAST OF SOUTHWICK
 LX7233'MASSACHUSETTS, 3 MILES NORTH-NORTHEAST OF GRANBY, CONNECTICUT,
 LX7233'0.5 MILES SOUTH OF THE COMMON STATE LINE, ON THE NORTH END OF
 LX7233'MANITOOK MOUNTAIN, ON PROPERTY OWNED BY HAROLD KNOX, 13 MALONE
 LX7233'AVENUE, WESTFIELD, MASACHUSETTS. (PHONE 413-562-3853).
 LX7233'THE DISTANCE TO REFERENCE MARK 1 IS 21.384 METERS,
 LX7233'70.16 FEET, THE DISTANCE TO REFERENCE MARK 2 IS
 LX7233'19.514 METERS, 64.02 FEET.  THE HORIZONTAL DIRECTION
 LX7233'FROM REFERENCE MARK 2 TO REFERENCE MARK 1 IS
 LX7233'129 DEGREES, 08 MINUTES, 57.08 SECONDS.
 LX7233'
 LX7233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND
 LX7233'STATE HIGHWAYS 10 AND 20 IN GRANBY, GO EAST ON HIGHWAY 20 FOR
 LX7233'0.05 MILES TO A CROSS STREET. TURN LEFT AND GO NORTH ON HUNGARY
 LX7233'ROAD FOR 1.7 MILES TO A CROSSROAD (COPPER HILL ROAD) CONTINUE
 LX7233'NORTH ON HUNGARY ROAD FOR 1.6 MILES TO PHELPS ROAD ON THE RIGHT
 LX7233'CONTINUE AHEAD FOR 0.25 MILES TO A STEEP WOODS ROAD, TURN LEFT
 LX7233'AND FOLLOW THE WOODS ROAD FOR 0.4 MILES TO A FORK. TAKE RIGHT
 LX7233'FORK AND FOLLOW TRACK ROAD THROUGH WOODS FOR 0.1 MILES TO TOP OF
 LX7233'RIDGE. HERE BEAR SOUTHWEST ALONG RIDGE FOR 0.25 MILES TO
 LX7233'HIGH GROUND AND THE STATION SET IN NORTHEAST EDGE OF A 14 FOOT
 LX7233'ROCK OUTCROP.
 LX7233'
 LX7233'THE STATION IS A STANDARD NGS DISK
 LX7233'STAMPED---MANITOOK 1979---,
 LX7233'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7233'18  FEET WEST-SOUTHWEST FROM AN 8 INCH OAK TREE,
 LX7233'17 FEET EAST-NORTHEAST FROM A 6 INCH OAK TREE AND
 LX7233'14.5 FEET NORTH-NORTHEAST FROM AN 8 INCH OAK TREE WITH A
 LX7233'TRIANGULAR BLAZE.
 LX7233'
 LX7233'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7233'STAMPED---MANITOOK NO 1 1979---,
 LX7233'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7233'24 FEET NORTHEAST FROM A 7 INCH OAK TREE,
 LX7233'17 FEET NORTH-NORTHWEST FROM A TIWN TRUNK OAK TREE AND
 LX7233'7 FEET EAST-NORTHEAST FROM A 7 INCH OAK TREE.
 LX7233'MARK IS BELOW STATION 1.5 METERS.
 LX7233'
 LX7233'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7233'STAMPED---MANITOOK NO 2 1979---,
 LX7233'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7233'10.5 FEET WEST FROM A 6 INCH PINE TREE,
 LX7233'8 FEET SOUTH-SOUTHWEST FROM A 5 INCH OAK TREE AND
 LX7233'1.6 FEET EAST FROM EDGE OF A ROCK LEDGE.
 LX7233'MARK IS BELOW STATION 1.2 METERS.
 LX7233'
 LX7233'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH
 LX7233'ON LINE.
 LX7233'
 LX7233'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 17.1 METERS.
 LX7233'
 LX7233'DESCRIBED BY G.A. MEANS, CHECKED BY D.L. MCFARLAND.
 LX7233
 LX7233                          STATION RECOVERY (1980)
 LX7233
 LX7233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7233'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 LX7233'RECOVERED IN GOOD CONDITION.  NO PREVIOUS DATA AVAILABLE FOR
 LX7233'COMPARISONS.
 LX7233'
 LX7233'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTH-SOUTHWEST OF
 LX7233'SOUTHWICK, MASSACHUSETTS, 4.8 KM (3 MI) NORTH-NORTHEAST OF
 LX7233'GRANDBY, CONNECTICUT, 0.8 KM (1/2 MILE SOUTH OF THE
 LX7233'MASSACHUSETTS-CONNECTICUT STATE LINE, AND ON THE NORTH END OF
 LX7233'MANITOOK MOUNTAIN.
 LX7233'OWNERSHIP--HAROLD KNOX, 13 MALONE AVENUE, WESTFIELD, MA 01085,
 LX7233'PHONE 413-562-3853.
 LX7233'
 LX7233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202 AND
 LX7233'STATE HIGHWAYS 10 AND 20 IN GRANDBY, GO EAST ON STATE HIGHWAY 20
 LX7233'FOR 0.1 KM (0.05 MI) TO A CROSS STREET.  TURN LEFT AND GO NORTH
 LX7233'ON HUNGARY ROAD FOR 2.7 KM (1.7 MI) TO A CROSSROAD (COPPER HILL
 LX7233'ROAD).  CONTINUE NORTH ON HUNGARY ROAD FOR 2.6 KM (1.6 MI) TO
 LX7233'PHELPS ROAD ON THE RIGHT.  CONTINUE AHEAD FOR 0.4 KM (0.25 MI)
 LX7233'TO A STEEP WOODS ROAD ON THE LEFT.  TURN LEFT AND FOLLOW
 LX7233'WOODS ROAD FOR 0.6 KM (0.4 MI) TO A FORK ON FLAT GROUND.  TURN
 LX7233'RIGHT AND GO WEST ON WOODS ROAD ALONG RIDGE FOR 0.6 KM (0.4 MI)
 LX7233'TO THE STATION AS DESCRIBED.
 LX7233'
 LX7233'THE STATION IS A STANDARD NGS DISK
 LX7233'STAMPED---MANITOOK 1979---,
 LX7233'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7233'18.65 METERS (61.2 FT) SOUTHEAST FROM A DROPOFF,
 LX7233'5.26 METERS (17.3 FT) WEST FROM A 25 CM TRIANGLE BLAZED OAK TREE,
 LX7233'AND
 LX7233'4.39 METERS (14.4 FT) NORTH FROM A 13 CM OAK TREE.
 LX7233'
 LX7233'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7233'STAMPED---MANITOOK NO 1 1979---,
 LX7233'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7233'14.35 METERS (47.1 FT) SOUTHEAST FROM THE DROPOFF.
 LX7233'MARK IS BELOW STATION 0.5 METERS.
 LX7233'
 LX7233'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7233'STAMPED---MANITOOK NO 2 1979---,
 LX7233'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7233'0.5 METER (1.6 FT) SOUTHEAST FROM THE DROPOFF.
 LX7233'MARK IS BELOW STATION 0.5 METERS.
 LX7233'
 LX7233'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF OBSTRUCTION BY
 LX7233'TREES.
 LX7233'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.9 METERS.
 LX7233'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7233'
 LX7233'DESCRIBED BY K.R. WALLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7443 ***********************************************************************
 LX7443  DESIGNATION -  MANRESA
 LX7443  PID         -  LX7443
 LX7443  STATE/COUNTY-  CT/FAIRFIELD
 LX7443  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7443
 LX7443                         *CURRENT SURVEY CONTROL
 LX7443  ___________________________________________________________________
 LX7443* NAD 83(1996)-  41 04 22.81120(N)    073 24 38.93165(W)     ADJUSTED  
 LX7443* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 LX7443  ___________________________________________________________________
 LX7443  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 LX7443  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX7443
 LX7443  HORZ ORDER  -  FIRST
 LX7443
 LX7443.The horizontal coordinates were established by classical geodetic methods
 LX7443.and adjusted by the National Geodetic Survey in August 1998..
 LX7443
 LX7443.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7443
 LX7443.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7443
 LX7443.The geoid height was determined by GEOID03.
 LX7443
 LX7443;                    North         East     Units Scale Factor Converg.
 LX7443;SPC CT       -   179,229.635   249,263.956   MT  1.00001526   -0 26 17.4
 LX7443;SPC CT       -   588,022.56    817,793.50   sFT  1.00001526   -0 26 17.4
 LX7443;UTM  18      - 4,548,077.805   633,507.745   MT  0.99981938   +1 02 39.4
 LX7443
 LX7443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7443!SPC CT       -   0.99999681  x   1.00001526  =   1.00001207
 LX7443!UTM  18      -   0.99999681  x   0.99981938  =   0.99981619
 LX7443
 LX7443                          SUPERSEDED SURVEY CONTROL
 LX7443
 LX7443  NAD 83(1992)-  41 04 22.81055(N)    073 24 38.92993(W) AD(       ) 1
 LX7443  NAD 83(1986)-  41 04 22.81236(N)    073 24 38.93245(W) AD(       ) 1
 LX7443  NAD 83(1986)-  41 04 22.81036(N)    073 24 38.93228(W) AD(       ) 1
 LX7443  NGVD 29 (10/23/89)   50.9    (m)          167.     (f) VERT ANG       
 LX7443
 LX7443.Superseded values are not recommended for survey control.
 LX7443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7443.See file dsdata.txt to determine how the superseded data were derived.
 LX7443
 LX7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3350848078(NAD 83)
 LX7443_MARKER: DS = TRIANGULATION STATION DISK
 LX7443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7443+STABILITY: SURFACE MOTION
 LX7443
 LX7443  HISTORY     - Date     Condition        Report By
 LX7443  HISTORY     - 1983     MONUMENTED       NGS
 LX7443  HISTORY     - 1987     GOOD             USPSQD
 LX7443
 LX7443                          STATION DESCRIPTION
 LX7443
 LX7443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7443'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF NORWALK,
 LX7443'3.0 KM (1.9 MI) SOUTHWEST OF EAST NORWALK, 2.9 KM (1.8 MI)
 LX7443'SOUTHEAST OF SOUTH NORWALK, NEAR THE SOUTHWEST CORNER OF
 LX7443'MANRESA ISLAND, ON THE ROOF OF THE CONNECTICUT LIGHT AND
 LX7443'POWER HARBOR STATION GENERATING PLANT.
 LX7443'OWNERSHIP--CONNECTICUT LIGHT AND POWER COMPANY, HARBOR
 LX7443'STATION, C/O SUPERINTENDENT FRANK PARKER, POST OFFICE BOX
 LX7443'562, SOUTH NORWALK CT 06856, PHONE 203-838-7583.
 LX7443'
 LX7443'TO REACH THE STATION FROM THE LOCKED GATE AT THE BUILDING
 LX7443'ENTRANCE TO THE PLANT, CALL ON PHONE AT GATE TO BE ADMITTED,
 LX7443'THEN GO TO THIRD FLOOR OF BUILDING FOR ESCORT TO REACH STATION.
 LX7443'
 LX7443'THE STATION IS A STANDARD NGS DISK
 LX7443'STAMPED---MANRESA 1983---,
 LX7443'SET IN THE TOP OF A PRECAST SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 LX7443'EPOXIED TO THE ROOF AND PROJECTS 13 CM ABOVE THE ROOF.  IT IS LOCATED
 LX7443'14.84 METERS (48.7 FT) NORTHEAST FROM THE LADDER AT ENTRANCE,
 LX7443'9.9 METERS (32.5 FT) WEST FROM EAST EDGE OF BUILDING,
 LX7443'5.8 METERS (19.0 FT) SOUTH FROM NORTH EDGE OF BUILDING AND
 LX7443'17.53 METERS (57.5 FT) SOUTHEAST FROM A FIRE ESCAPE LADDER ON THE
 LX7443'NORTH SIDE OF THE BUILDING.
 LX7443'
 LX7443'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO MARKS.
 LX7443'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7443'
 LX7443'DESCRIBED BY J.N. LEONHARDT, TYPED BY G.R. HEID.
 LX7443
 LX7443                          STATION RECOVERY (1987)
 LX7443
 LX7443'RECOVERY NOTE BY US POWER SQUADRON 1987 (JBB)
 LX7443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4468 ***********************************************************************
 DH4468  DESIGNATION -  MANSFIELD
 DH4468  PID         -  DH4468
 DH4468  STATE/COUNTY-  CT/TOLLAND
 DH4468  USGS QUAD   -  WILLIMANTIC (1984)
 DH4468
 DH4468                         *CURRENT SURVEY CONTROL
 DH4468  ___________________________________________________________________
 DH4468* NAD 83(1996)-  41 43 52.91728(N)    072 12 38.87835(W)     ADJUSTED  
 DH4468* NAVD 88     -        85.1    (meters)     279.     (feet)  GPS OBS   
 DH4468  ___________________________________________________________________
 DH4468  X           -   1,456,379.689 (meters)                     COMP
 DH4468  Y           -  -4,539,030.852 (meters)                     COMP
 DH4468  Z           -   4,223,420.370 (meters)                     COMP
 DH4468  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DH4468  ELLIP HEIGHT-          55.20  (meters)          (05/31/05) GPS OBS
 DH4468  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DH4468
 DH4468  HORZ ORDER  -  A
 DH4468  ELLP ORDER  -  THIRD     CLASS I
 DH4468
 DH4468.The horizontal coordinates were established by GPS observations
 DH4468.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4468
 DH4468.The orthometric height was determined by GPS observations and a
 DH4468.high-resolution geoid model.
 DH4468
 DH4468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4468
 DH4468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4468
 DH4468.The ellipsoidal height was determined by GPS observations
 DH4468.and is referenced to NAD 83.
 DH4468
 DH4468.The geoid height was determined by GEOID03.
 DH4468
 DH4468;                    North         East     Units Scale Factor Converg.
 DH4468;SPC CT       -   252,275.487   349,660.395   MT  0.99998908   +0 21 27.1
 DH4468;SPC CT       -   827,673.83  1,147,177.48   sFT  0.99998908   +0 21 27.1
 DH4468;UTM  18      - 4,623,710.798   731,974.534   MT  1.00026225   +1 51 26.7
 DH4468
 DH4468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4468!SPC CT       -   0.99999134  x   0.99998908  =   0.99998042
 DH4468!UTM  18      -   0.99999134  x   1.00026225  =   1.00025359
 DH4468
 DH4468                          SUPERSEDED SURVEY CONTROL
 DH4468
 DH4468.No superseded survey control is available for this station.
 DH4468
 DH4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3197523711(NAD 83)
 DH4468_MARKER: Z = SEE DESCRIPTION
 DH4468_SETTING: 0 = UNSPECIFIED SETTING
 DH4468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4468+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4468
 DH4468  HISTORY     - Date     Condition        Report By
 DH4468  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4468
 DH4468                          STATION DESCRIPTION
 DH4468
 DH4468'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4468'BASE STATION MANSFIELD IS A TRIMBLE NAVIGATION COMPANY COMPACT  DOME
 DH4468'GPS ANTENNA PERMANENTLY INSTALLED ON A GALVANIZED STEEL  POLE WHICH IS
 DH4468'BOLTED TO THE INNER SUPERSTRUCTURE AND PROTRUDES  THROUGH THE ROOF
 DH4468'ALONG THE WEST WALL OF THE UPPER PORTION OF  THE CONNDOT MAINTENANCE
 DH4468'GARAGE (81-643) IN MANSFIELD. TO REACH THE STATION FROM THE CT ROUTE
 DH4468'195 (STORRS ROAD)  OVERPASS ABOVE US ROUTE 6, PROCEED NORTH ON CT
 DH4468'ROUTE 195 FOR 300  FT. TO CT ROUTE 632 (NORTH FRONTAGE ROAD). TURN
 DH4468'LEFT ONTO CT  ROUTE 632 AND PROCEED WEST FOR 0.5 MI. TO THE STATION ON
 DH4468'THE LEFT  (SOUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5835 ***********************************************************************
 DH5835  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5835  DESIGNATION -  MANSFIELD CORS ARP
 DH5835  CORS_ID     -  CTMA
 DH5835  PID         -  DH5835
 DH5835  STATE/COUNTY-  CT/TOLLAND
 DH5835  USGS QUAD   -  WILLIMANTIC (1984)
 DH5835
 DH5835                         *CURRENT SURVEY CONTROL
 DH5835  ___________________________________________________________________
 DH5835* NAD 83(CORS)-  41 43 52.91709(N)    072 12 38.87753(W)     ADJUSTED  
 DH5835* NAVD 88     -                                                        
 DH5835  ___________________________________________________________________
 DH5835  EPOCH DATE  -        2002.00
 DH5835  X           -   1,456,379.704 (meters)                     COMP
 DH5835  Y           -  -4,539,030.836 (meters)                     COMP
 DH5835  Z           -   4,223,420.353 (meters)                     COMP
 DH5835  ELLIP HEIGHT-          55.18  (meters)          (09/??/05) GPS OBS
 DH5835  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DH5835
 DH5835  HORZ ORDER  -  SPECIAL (CORS)
 DH5835  ELLP ORDER  -  SPECIAL (CORS)
 DH5835
 DH5835.ITRF positions are available for this station.
 DH5835.The coordinates were established by GPS observations
 DH5835.and adjusted by the National Geodetic Survey in September 2005..
 DH5835.The coordinates are valid at the epoch date displayed above.
 DH5835.The epoch date for horizontal control is a decimal equivalence
 DH5835.of Year/Month/Day.
 DH5835
 DH5835
 DH5835.The PID for the CORS L1 Phase Center is DH8938.
 DH5835
 DH5835.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5835
 DH5835.The ellipsoidal height was determined by GPS observations
 DH5835.and is referenced to NAD 83.
 DH5835
 DH5835.The geoid height was determined by GEOID03.
 DH5835
 DH5835;                    North         East     Units Scale Factor Converg.
 DH5835;SPC CT       -   252,275.481   349,660.414   MT  0.99998908   +0 21 27.1
 DH5835;SPC CT       -   827,673.81  1,147,177.54   sFT  0.99998908   +0 21 27.1
 DH5835
 DH5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5835!SPC CT       -   0.99999135  x   0.99998908  =   0.99998043
 DH5835
 DH5835                          SUPERSEDED SURVEY CONTROL
 DH5835
 DH5835.No superseded survey control is available for this station.
 DH5835
 DH5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3197523711(NAD 83)
 DH5835_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5835
 DH5835                          STATION DESCRIPTION
 DH5835
 DH5835'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5835'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5835'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5835'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5835'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5835'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH8938 ***********************************************************************
 DH8938  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH8938  DESIGNATION -  MANSFIELD CORS L1 PHASE CENTER
 DH8938  CORS_ID     -  CTMA
 DH8938  PID         -  DH8938
 DH8938  STATE/COUNTY-  CT/TOLLAND
 DH8938  USGS QUAD   -  WILLIMANTIC (1984)
 DH8938
 DH8938                         *CURRENT SURVEY CONTROL
 DH8938  ___________________________________________________________________
 DH8938* NAD 83(CORS)-  41 43 52.91712(N)    072 12 38.87752(W)     ADJUSTED  
 DH8938* NAVD 88     -                                                        
 DH8938  ___________________________________________________________________
 DH8938  EPOCH DATE  -        2002.00
 DH8938  X           -   1,456,379.729 (meters)                     COMP
 DH8938  Y           -  -4,539,030.913 (meters)                     COMP
 DH8938  Z           -   4,223,420.426 (meters)                     COMP
 DH8938  ELLIP HEIGHT-          55.29  (meters)          (09/??/05) GPS OBS
 DH8938  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 DH8938
 DH8938  HORZ ORDER  -  SPECIAL (CORS)
 DH8938  ELLP ORDER  -  SPECIAL (CORS)
 DH8938
 DH8938.ITRF positions are available for this station.
 DH8938.The coordinates were established by GPS observations
 DH8938.and adjusted by the National Geodetic Survey in September 2005..
 DH8938.The coordinates are valid at the epoch date displayed above.
 DH8938.The epoch date for horizontal control is a decimal equivalence
 DH8938.of Year/Month/Day.
 DH8938
 DH8938
 DH8938.The PID for the CORS ARP is DH5835.
 DH8938
 DH8938.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH8938
 DH8938.The ellipsoidal height was determined by GPS observations
 DH8938.and is referenced to NAD 83.
 DH8938
 DH8938.The geoid height was determined by GEOID03.
 DH8938
 DH8938;                    North         East     Units Scale Factor Converg.
 DH8938;SPC CT       -   252,275.482   349,660.415   MT  0.99998908   +0 21 27.1
 DH8938;SPC CT       -   827,673.81  1,147,177.54   sFT  0.99998908   +0 21 27.1
 DH8938
 DH8938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8938!SPC CT       -   0.99999133  x   0.99998908  =   0.99998041
 DH8938
 DH8938                          SUPERSEDED SURVEY CONTROL
 DH8938
 DH8938.No superseded survey control is available for this station.
 DH8938
 DH8938_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3197523711(NAD 83)
 DH8938_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH8938
 DH8938                          STATION DESCRIPTION
 DH8938
 DH8938'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH8938'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH8938'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH8938'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH8938'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH8938'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.56  (meters)                     GEOID03
 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 GEOID03.
 LX4977
 LX4977;                    North         East     Units Scale Factor Converg.
 LX4977;SPC CT       -   261,489.986   345,601.103   MT  0.99999513   +0 19 32.1
 LX4977;SPC CT       -   857,905.06  1,133,859.62   sFT  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 = OCTOBER  8, 2006
 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-         -29.58  (meters)                     GEOID03
 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 GEOID03.
 LX4979
 LX4979;                    North         East     Units Scale Factor Converg.
 LX4979;SPC CT       -   261,194.635   346,312.421   MT  0.99999490   +0 19 52.5
 LX4979;SPC CT       -   856,936.06  1,136,193.33   sFT  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 = OCTOBER  8, 2006
 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-         -29.56  (meters)                     GEOID03
 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 GEOID03.
 LX4978
 LX4978;                    North         East     Units Scale Factor Converg.
 LX4978;SPC CT       -   261,557.741   345,912.677   MT  0.99999518   +0 19 41.1
 LX4978;SPC CT       -   858,127.36  1,134,881.84   sFT  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 = OCTOBER  8, 2006
 LX5347 ***********************************************************************
 LX5347  DESIGNATION -  MANSION
 LX5347  PID         -  LX5347
 LX5347  STATE/COUNTY-  CT/NEW LONDON
 LX5347  USGS QUAD   -  NEW LONDON (1984)
 LX5347
 LX5347                         *CURRENT SURVEY CONTROL
 LX5347  ___________________________________________________________________
 LX5347* NAD 83(1996)-  41 18 58.69165(N)    072 03 51.27840(W)     ADJUSTED  
 LX5347* NAVD 88     -        25.3    (meters)      83.     (feet)  VERTCON   
 LX5347  ___________________________________________________________________
 LX5347  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX5347  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX5347
 LX5347  HORZ ORDER  -  FIRST
 LX5347
 LX5347.The horizontal coordinates were established by classical geodetic methods
 LX5347.and adjusted by the National Geodetic Survey in August 1998..
 LX5347
 LX5347.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5347
 LX5347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5347
 LX5347.The geoid height was determined by GEOID03.
 LX5347
 LX5347;                    North         East     Units Scale Factor Converg.
 LX5347;SPC CT       -   206,265.497   362,218.955   MT  0.99999030   +0 27 16.9
 LX5347;SPC CT       -   676,722.72  1,188,380.02   sFT  0.99999030   +0 27 16.9
 LX5347;SPC NY L     -   129,458.481   462,075.450   MT  1.00002796   +1 15 58.1
 LX5347;SPC NY L     -   424,731.70  1,515,992.54   sFT  1.00002796   +1 15 58.1
 LX5347;UTM  18      - 4,578,029.004   745,731.448   MT  1.00034320   +1 56 21.1
 LX5347;UTM  19      - 4,578,401.173   243,512.425   MT  1.00040970   -2 01 27.0
 LX5347
 LX5347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5347!SPC CT       -   1.00000084  x   0.99999030  =   0.99999114
 LX5347!SPC NY L     -   1.00000084  x   1.00002796  =   1.00002880
 LX5347!UTM  18      -   1.00000084  x   1.00034320  =   1.00034404
 LX5347!UTM  19      -   1.00000084  x   1.00040970  =   1.00041054
 LX5347
 LX5347:                Primary Azimuth Mark                     Grid Az
 LX5347:SPC CT       -  MANSION AZ MK                            020 21 34.5
 LX5347:SPC NY L     -  MANSION AZ MK                            019 32 53.3
 LX5347:UTM  18      -  MANSION AZ MK                            018 52 30.3
 LX5347:UTM  19      -  MANSION AZ MK                            022 50 18.4
 LX5347
 LX5347|---------------------------------------------------------------------|
 LX5347| PID    Reference Object                     Distance      Geod. Az  |
 LX5347|                                                           dddmmss.s |
 LX5347| CZ6740 MANSION AZ MK                                      0204851.4 |
 LX5347| CZ6741 MANSION RM 1                         16.867 METERS 13516     |
 LX5347| CZ6742 MANSION RM 2                          9.521 METERS 20942     |
 LX5347| LX5510 MILLSTONE ATOMIC UTIL STACK         APPROX. 8.5 KM 2650555.0 |
 LX5347| LX5354 NEW LONDON SNETC MICROWAVE          APPROX. 5.0 KM 3260019.3 |
 LX5347| LX5217 GROTON MONUMENT                     APPROX. 4.5 KM 3433149.5 |
 LX5347| LX5348 GROTON S STANDPIPE                  APPROX. 2.8 KM 3522031.9 |
 LX5347|---------------------------------------------------------------------|
 LX5347
 LX5347                          SUPERSEDED SURVEY CONTROL
 LX5347
 LX5347  NAD 83(1992)-  41 18 58.69049(N)    072 03 51.27739(W) AD(       ) 1
 LX5347  NAD 83(1986)-  41 18 58.69129(N)    072 03 51.28327(W) AD(       ) 1
 LX5347  NAD 27      -  41 18 58.34127(N)    072 03 53.01209(W) AD(       ) 1
 LX5347  NGVD 29 (07/19/86)   25.6    (m)           84.     (f) VERT ANG       
 LX5347
 LX5347.Superseded values are not recommended for survey control.
 LX5347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5347.See file dsdata.txt to determine how the superseded data were derived.
 LX5347
 LX5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4573178029(NAD 83)
 LX5347_MARKER: DS = TRIANGULATION STATION DISK
 LX5347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5347+STABILITY: SURFACE MOTION
 LX5347
 LX5347  HISTORY     - Date     Condition        Report By
 LX5347  HISTORY     - 1975     MONUMENTED       NGS
 LX5347  HISTORY     - 1984     MARK NOT FOUND   USE
 LX5347
 LX5347                          STATION DESCRIPTION
 LX5347
 LX5347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5347'THE STATION IS ABOUT 3-1/4 MILES SOUTHEAST OF NEW LONDON, 2-3/4
 LX5347'MILES SOUTH OF GROTON, 2 MILES EAST-SOUTHEAST OF OCEAN BEACH,
 LX5347'1/2 MILE EAST OF THE MOUTH OF THE THAMES RIVER, AT THE SITE
 LX5347'OF THE UNIVERSITY OF CONNECTICUT SOUTHWESTERN BRANCH MARINE
 LX5347'SCIENCE INSTITUTE AND COAST GUARD RESEARCH AND DEVELOPMENT
 LX5347'CENTER AND ON PROPERTY OWNED BY THE STATE.  IT IS ON THE TOP OF
 LX5347'THE ROOF OVER THE ELEVATOR SHAFT OF BUILDING NUMBER 26, WHICH
 LX5347'IS KNOWN AS THE OLD CASTLE MANSION.
 LX5347'
 LX5347'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 1 AND
 LX5347'POQUONOCK ROAD, WHICH IS ABOUT 1/4 MILE SOUTH OF THE POST
 LX5347'OFFICE IN GROTON, GO SOUTHWEST AND WEST ON POQUONOCK ROAD FOR
 LX5347'0.9 MILE TO THE JUNCTION WITH RAINVILLE AVENUE.  TURN LEFT AND
 LX5347'GO SOUTHWEST AND WEST ON RAINVILLE AVENUE FOR 0.45 MILE TO
 LX5347'THE JUNCTION WITH BENHAM ROAD.  TURN LEFT AND GO SOUTHERLY ON
 LX5347'BENHAM ROAD FOR 0.55 MILE TO THE JUNCTION WITH EASTERN POINT
 LX5347'ROAD.  CONTINUE SOUTHERLY ON EASTERN POINT ROAD FOR 1.3 MILES
 LX5347'TO THE ENTRANCE TO THE UNIVERSITY OF CONNECTICUT SOUTHWESTERN
 LX5347'BRANCH MARINE SCIENCE INSTITUTE AND COAST GUARD RESEARCH AND
 LX5347'DEVELOPMENT CENTER ON THE RIGHT.  (TO REACH THE AZIMUTH
 LX5347'MARK FROM HERE, GO EAST ON EASTERN POINT ROAD FOR 0.3 MILE
 LX5347'TO THE MARK ON THE RIGHT, JUST PAST THE EAST ONE OF TWO
 LX5347'DRIVEWAYS LEADING TO THE SHENNECOSSETT YACHT CLUB, AS
 LX5347'DESCRIBED.) BEAR RIGHT GOING THROUGH THE ENTERANCE GATE,
 LX5347'SOUTHEASTERLY ON WEST ROAD FOR 0.25 MILE TO SOUTH ROAD ON
 LX5347'THE LEFT.  TURN LEFT AND GO EAST ON SOUTH ROAD FOR 0.1 MILE TO
 LX5347'THE OLD CASTLE MANSION ON THE RIGHT AND THE STATION ON THE
 LX5347'ROOF OF THE MANSION AS DESCRIBED.
 LX5347'
 LX5347'STATION MARK, STAMPED MANSION 1975, IS A STANDARD DISK SET
 LX5347'IN A 12-INCH SQUARE CONCRETE SLAB BONDED TO THE ROOF AND
 LX5347'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS 8 FEET
 LX5347'WEST OF THE CENTER OF A 2-FOOT SQUARE CONCRETE POST THAT
 LX5347'PROJECTS 2-1/2 FEET ABOVE THE SURFACE OF THE ROOF AND 3 FEET
 LX5347'SOUTHEAST OF THE WEST EDGE OF THE ROOF.
 LX5347'
 LX5347'REFERENCE MARK 1, STAMPED MANSION NO 1 1975, IS A STANDARD DISK
 LX5347'SET IN A 12-INCH SQUARE CONCRETE SLAB BONDED TO THE ROOF AND
 LX5347'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS 47.5
 LX5347'FEET SOUTHEAST OF THE DOOR ENTERING THE ROOF OF THE BUILDING
 LX5347'AND 1.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SECOND
 LX5347'SKYLIGHT FROM THE EAST.
 LX5347'
 LX5347'REFERENCE MARK 2, STAMPED MANSION NO 2 1975, IS A STANDARD
 LX5347'DISK SET IN A 12-INCH SQUARE CONCRETE SLAB BONDED TO THE ROOF
 LX5347'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE ROOF.  IT IS
 LX5347'22.5 FEET SOUTHWEST OF THE DOOR ENTERING THE ROOF OF THE
 LX5347'BUILDING AND 6.5 FEET WEST OF THE SOUTHWEST CORNER OF THE WEST
 LX5347'1 OF 4 SKYLIGHTS.
 LX5347'
 LX5347'AZIMUTH MARK, STAMPED MANSION AZ MK 1975, IS A STANDARD
 LX5347'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 2-1/2 BY
 LX5347'6 FOOT BOULDER THAT IS FLUSH ON THE SOUTHWEST END AND PROJECTS
 LX5347'6 INCHES ABOVE THE GROUND SURFACE ON THE NORTHEAST END.  IT
 LX5347'IS 85 FEET EAST OF THE EAST DRIVEWAY TO THE YACHT CLUB, 33.5
 LX5347'FEET SOUTH OF THE CENTER OF EASTERN POINT ROAD AND 10 FEET
 LX5347'SOUTH OF A ROCK FENCE AND METAL WITNESS POST.
 LX5347'
 LX5347'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LX5347
 LX5347                          STATION RECOVERY (1984)
 LX5347
 LX5347'RECOVERY NOTE BY US ENGINEERS 1984 (SJ)
 LX5347'MANSION DESTROYED - ROOF REPLACED AND BOUND REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4848 ***********************************************************************
 LX4848  DESIGNATION -  MANTIC
 LX4848  PID         -  LX4848
 LX4848  STATE/COUNTY-  CT/TOLLAND
 LX4848  USGS QUAD   -  COLUMBIA (1984)
 LX4848
 LX4848                         *CURRENT SURVEY CONTROL
 LX4848  ___________________________________________________________________
 LX4848* NAD 83(1996)-  41 43 43.67835(N)    072 15 55.26523(W)     ADJUSTED  
 LX4848* NAVD 88     -       127.     (meters)     417.     (feet)  VERTCON   
 LX4848  ___________________________________________________________________
 LX4848  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LX4848  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX4848
 LX4848  HORZ ORDER  -  SECOND
 LX4848
 LX4848.The horizontal coordinates were established by classical geodetic methods
 LX4848.and adjusted by the National Geodetic Survey in August 1998..
 LX4848
 LX4848.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4848
 LX4848.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4848
 LX4848.The geoid height was determined by GEOID03.
 LX4848
 LX4848;                    North         East     Units Scale Factor Converg.
 LX4848;SPC CT       -   251,963.565   345,123.497   MT  0.99998893   +0 19 16.9
 LX4848;SPC CT       -   826,650.46  1,132,292.67   sFT  0.99998893   +0 19 16.9
 LX4848;UTM  18      - 4,623,280.127   727,446.174   MT  1.00023664   +1 49 15.5
 LX4848
 LX4848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4848!SPC CT       -   0.99998480  x   0.99998893  =   0.99997373
 LX4848!UTM  18      -   0.99998480  x   1.00023664  =   1.00022143
 LX4848
 LX4848:                Primary Azimuth Mark                     Grid Az
 LX4848:SPC CT       -  STEARNS                                  043 50 12.9
 LX4848:UTM  18      -  STEARNS                                  042 20 14.3
 LX4848
 LX4848|---------------------------------------------------------------------|
 LX4848| PID    Reference Object                     Distance      Geod. Az  |
 LX4848|                                                           dddmmss.s |
 LX4848| LX4695 STEARNS                             APPROX. 3.7 KM 0440929.8 |
 LX4848| LX4845 MANTIC RM 1                          17.731 METERS 10109     |
 LX4848| CZ6744 MANTIC RM 3                                        12855     |
 LX4848| CZ6743 MANTIC RM 2                          25.310 METERS 17120     |
 LX4848|---------------------------------------------------------------------|
 LX4848
 LX4848                          SUPERSEDED SURVEY CONTROL
 LX4848
 LX4848  NAD 83(1996)-  41 43 43.67782(N)    072 15 55.26504(W) AD(       ) 2
 LX4848  NAD 83(1992)-  41 43 43.67785(N)    072 15 55.26509(W) AD(       ) 2
 LX4848  NAD 83(1992)-  41 43 43.67872(N)    072 15 55.26609(W) AD(       ) 2
 LX4848  NAD 83(1986)-  41 43 43.67920(N)    072 15 55.26603(W) AD(       ) 2
 LX4848  NAD 27      -  41 43 43.32107(N)    072 15 56.97959(W) AD(       ) 2
 LX4848  NGVD 29 (07/19/86)  127.     (m)          417.     (f) VERT ANG       
 LX4848
 LX4848.Superseded values are not recommended for survey control.
 LX4848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4848.See file dsdata.txt to determine how the superseded data were derived.
 LX4848
 LX4848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2744623280(NAD 83)
 LX4848_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4848_SETTING: 80 = SET IN A BOULDER
 LX4848_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX4848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4848+STABILITY: SURFACE MOTION
 LX4848
 LX4848  HISTORY     - Date     Condition        Report By
 LX4848  HISTORY     - 1975     MONUMENTED       NGS
 LX4848
 LX4848                          STATION DESCRIPTION
 LX4848
 LX4848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4848'THE STATION IS ABOUT 3-1/4 MILE NORTHWEST OF WILLIMANTIC, 2-1/2
 LX4848'MILES NORTHEAST OF COLUMBIA, 3/4 MILE SOUTHWEST OF PERKINS
 LX4848'CORNER AND ON ROAD RIGHT-OF-WAY.
 LX4848'
 LX4848'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 6 AND
 LX4848'STATE HIGHWAY 32 IN THE WESTERN PART OF WILLIMANTIC, GO WEST ON
 LX4848'U.S. HIGHWAY 6 FOR 0.7 MILE TO THE BRIDGE OVER THE WILLIMANTIC
 LX4848'RIVER.  CONTINUE WEST ON HIGHWAY 6 FOR 0.4 MILE TO FLANDERS ROAD
 LX4848'ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON FLANDERS ROAD,
 LX4848'PASSING UNDER INTERSTATE HIGHWAY 84, FOR 0.45 MILE TO A SIDE
 LX4848'ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTHWEST ON A
 LX4848'PAVED ROAD FOR 0.45 MILE TO REFERENCE MARK 3 ON THE LEFT.
 LX4848'CONTINUE NORTHWEST ON THE PAVED ROAD FOR 0.1 MILE TO THE STATION
 LX4848'ON THE RIGHT, JUST PAST A TRANSMISSION POWER LINE, AS
 LX4848'DESCRIBED.
 LX4848'
 LX4848'STATION MARK, STAMPED MANTIC 1975, IS A STANDARD DISK CEMENTED IN
 LX4848'A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS 2 FEET ON THE EAST
 LX4848'SIDE AND 4 INCHES ON THE WEST SIDE.  IT IS 45 FEET SOUTHEAST OF
 LX4848'THE CENTER OF A DRIVEWAY, 18.5 FEET NORTH OF A POWER LINE POLE
 LX4848'NUMBER 304E, 16 FEET NORTH OF A METAL WITNESS POST AND 16 FEET
 LX4848'NORTHEAST OF THE CENTER OF THE PAVED ROAD.
 LX4848'
 LX4848'REFERENCE MARK 1, STAMPED MANTIC NO 1 1975, IS A STANDARD DISK
 LX4848'CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER THAT PROJECTS 1
 LX4848'FOOT.  IT IS 41 FEET NORTHEAST OF THE CENTER OF THE PAVED ROAD,
 LX4848'44.5 FEET EAST OF THE POWER LINE POLE NUMBER 304E AND 42 FEET
 LX4848'NORTH OF A CULVERT.
 LX4848'
 LX4848'REFERENCE MARK 2, STAMPED MANTIC NO 2 1975, IS A STANDARD DISK
 LX4848'CEMENTED IN A DRILL HOLE IN A 6-FOOT BOULDER THAT PROJECTS 2
 LX4848'FEET.  IT IS 41 FEET SOUTHWEST OF THE CENTER OF THE PAVED ROAD, 15
 LX4848'FEET SOUTH OF THE CENTER OF A TRACK ROAD, 11.5 FEET EAST OF A
 LX4848'SOUTH GATE POST, AND 10 FEET EAST OF A METAL WITNESS POST.
 LX4848'
 LX4848'REFERENCE MARK 3, STAMPED MANTIC NO 3 1975, IS A STANDARD DISK
 LX4848'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LX4848'IS 12 FEET SOUTHWEST OF CENTER OF THE PAVED ROAD, 11 FEET NORTHWEST
 LX4848'OF A CULVERT, 4.2 FEET NORTHWEST OF A METAL WITNESS POST AND 2.5
 LX4848'FEET NORTHEAST OF A 20-INCH OAK TREE.
 LX4848'
 LX4848'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6000 ***********************************************************************
 LX6000  DESIGNATION -  MAPLE SHADE BARN VENT
 LX6000  PID         -  LX6000
 LX6000  STATE/COUNTY-  CT/MIDDLESEX
 LX6000  USGS QUAD   -  DEEP RIVER (1971)
 LX6000
 LX6000                         *CURRENT SURVEY CONTROL
 LX6000  ___________________________________________________________________
 LX6000* NAD 83(1996)-  41 25 12.65198(N)    072 26 37.29943(W)     ADJUSTED  
 LX6000* NAVD 88     -                                                        
 LX6000  ___________________________________________________________________
 LX6000  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LX6000  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX6000
 LX6000  HORZ ORDER  -  THIRD
 LX6000
 LX6000.The horizontal coordinates were established by classical geodetic methods
 LX6000.and adjusted by the National Geodetic Survey in August 1998..
 LX6000
 LX6000
 LX6000.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6000
 LX6000.The geoid height was determined by GEOID03.
 LX6000
 LX6000;                    North         East     Units Scale Factor Converg.
 LX6000;SPC CT       -   217,619.683   330,406.906   MT  0.99998509   +0 12 11.2
 LX6000;SPC CT       -   713,973.91  1,084,009.99   sFT  0.99998509   +0 12 11.2
 LX6000;UTM  18      - 4,588,556.775   713,627.087   MT  1.00016166   +1 41 30.6
 LX6000
 LX6000                          SUPERSEDED SURVEY CONTROL
 LX6000
 LX6000  NAD 83(1992)-  41 25 12.65114(N)    072 26 37.29915(W) AD(       ) 4
 LX6000  NAD 83(1986)-  41 25 12.65294(N)    072 26 37.30203(W) AD(       ) 4
 LX6000  NAD 27      -  41 25 12.29100(N)    072 26 39.00700(W) AD(       ) 3
 LX6000
 LX6000.Superseded values are not recommended for survey control.
 LX6000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6000.See file dsdata.txt to determine how the superseded data were derived.
 LX6000
 LX6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1362788557(NAD 83)
 LX6000_MARKER: 94 = ROOFTOP VENTILATOR
 LX6000
 LX6000  HISTORY     - Date     Condition        Report By
 LX6000  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX6000  HISTORY     - 1948     GOOD             CGS
 LX6000  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX6000
 LX6000                          STATION DESCRIPTION
 LX6000
 LX6000'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6000'THE MAPLE SHADE FARM OF ELDON KIRTLAND IS ON THE E SIDE OF
 LX6000'ROUTE 9, 0.7 MILE S OF THE CHESTER-HADDAM TOWN LINE.  THE HOUSE
 LX6000'IS CLOSE TO THE EDGE OF THE HIGHWAY.
 LX6000'
 LX6000'THE LARGE COMBINATION STOCK AND HAY BARN IS ABOUT 85 METERS E
 LX6000'OF THE CENTER LINE OF THE ROAD.  IT IS A GAMBREL-ROOFED FRAME
 LX6000'STRUCTURE WITH EXTENSIONS AT THE GABLES TO COVER A HAY CARRYING
 LX6000'TRACK.  THE SIDES ARE PAINTED WHITE WITH BROWN TRIM.
 LX6000'
 LX6000'THERE IS A SINGLE METAL VENTILATOR IN THE MIDDLE OF THE BARN
 LX6000'ROOF.  THE VENTILATOR IS CIRCULAR IN SECTION AND HAS A CONICAL
 LX6000'ROOF SUPPORTING A WEATHER VANE.
 LX6000'
 LX6000'CENTER IS THE APEX OF VENTILATOR ROOF.
 LX6000
 LX6000                          STATION RECOVERY (1948)
 LX6000
 LX6000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6000'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6000
 LX6000                          STATION RECOVERY (1998)
 LX6000
 LX6000'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX6000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6466 ***********************************************************************
 LX6466  DESIGNATION -  MARC
 LX6466  PID         -  LX6466
 LX6466  STATE/COUNTY-  CT/NEW HAVEN
 LX6466  USGS QUAD   -  BRANFORD (1984)
 LX6466
 LX6466                         *CURRENT SURVEY CONTROL
 LX6466  ___________________________________________________________________
 LX6466* NAD 83(1996)-  41 16 44.60865(N)    072 50 38.27381(W)     ADJUSTED  
 LX6466* NAVD 88     -        36.4    (meters)     119.     (feet)  VERTCON   
 LX6466  ___________________________________________________________________
 LX6466  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX6466  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX6466
 LX6466  HORZ ORDER  -  FIRST
 LX6466
 LX6466.The horizontal coordinates were established by classical geodetic methods
 LX6466.and adjusted by the National Geodetic Survey in August 1998..
 LX6466
 LX6466.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6466
 LX6466.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6466
 LX6466.The geoid height was determined by GEOID03.
 LX6466
 LX6466;                    North         East     Units Scale Factor Converg.
 LX6466;SPC CT       -   201,905.528   296,928.346   MT  0.99999296   -0 03 44.3
 LX6466;SPC CT       -   662,418.39    974,172.42   sFT  0.99999296   -0 03 44.3
 LX6466;UTM  18      - 4,571,977.762   680,564.524   MT  1.00000126   +1 25 22.0
 LX6466
 LX6466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6466!SPC CT       -   0.99999898  x   0.99999296  =   0.99999194
 LX6466!UTM  18      -   0.99999898  x   1.00000126  =   1.00000024
 LX6466
 LX6466:                Primary Azimuth Mark                     Grid Az
 LX6466:SPC CT       -  BRANFORD STANDPIPE                       028 43 17.5
 LX6466:UTM  18      -  BRANFORD STANDPIPE                       027 14 11.2
 LX6466
 LX6466|---------------------------------------------------------------------|
 LX6466| PID    Reference Object                     Distance      Geod. Az  |
 LX6466|                                                           dddmmss.s |
 LX6466| LX6461 BRANFORD STANDPIPE                  APPROX. 3.9 KM 0283933.2 |
 LX6466| LX6433 TRINITY EPIS CHURCH SPIRE           APPROX. 2.9 KM 0833943.8 |
 LX6466| LX6425 BRANFORD CONG CHURCH SPIRE          APPROX. 2.8 KM 0851358.8 |
 LX6466| LX6465 D 4899                              206.859 METERS 09630     |
 LX6466| CZ6745 MARC RM 1                            30.581 METERS 10209     |
 LX6466| LX6533 FORT WOOSTER 3                      APPROX. 4.1 KM 2745117.1 |
 LX6466| CZ6746 MARC RM 2                            19.052 METERS 30056     |
 LX6466|---------------------------------------------------------------------|
 LX6466
 LX6466                          SUPERSEDED SURVEY CONTROL
 LX6466
 LX6466  NAD 83(1992)-  41 16 44.60776(N)    072 50 38.27364(W) AD(       ) 1
 LX6466  NAD 83(1986)-  41 16 44.60978(N)    072 50 38.27676(W) AD(       ) 1
 LX6466  NAD 27      -  41 16 44.26262(N)    072 50 39.91754(W) AD(       ) 1
 LX6466  NGVD 29 (07/19/86)   36.7    (m)          120.     (f) VERT ANG       
 LX6466
 LX6466.Superseded values are not recommended for survey control.
 LX6466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6466.See file dsdata.txt to determine how the superseded data were derived.
 LX6466
 LX6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8056571978(NAD 83)
 LX6466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6466+STABILITY: SURFACE MOTION
 LX6466
 LX6466  HISTORY     - Date     Condition        Report By
 LX6466  HISTORY     - 1976     MONUMENTED       NGS
 LX6466
 LX6466                          STATION DESCRIPTION
 LX6466
 LX6466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6466'THE STATION IS ABOUT 4 MILES SOUTHEAST OF NEW HAVEN, 2 MILES
 LX6466'WEST OF BRANFORD, 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 95 AND
 LX6466'ON THE PROPERTY OF THE STATE OF CONNECTICUT.
 LX6466'
 LX6466'TO REACH THE STATION FROM THE TOWN HALL IN EAST HAVEN, GO
 LX6466'SOUTHEAST ON MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF STATE
 LX6466'HIGHWAY 142.  CONTINUE EASTERLY ON MAIN STREET FOR 0.35 MILE TO
 LX6466'THE JUNCTION OF U.S. HIGHWAY 1.  BEAR RIGHT AND GO EAST ON
 LX6466'HIGHWAY 1 FOR 0.95 MILE TO THE STATION ON THE RIGHT AS
 LX6466'DESCRIBED.  TO REACH D 4899 CGS FROM THE STATION CONTINUE
 LX6466'EAST ON HIGHWAY 1 FOR 0.1 MILE TO THE MARK ON THE LEFT AS
 LX6466'DESCRIBED.
 LX6466'
 LX6466'THE STATION MARKS, STAMPED---MARC 1976---, ARE STANDARD
 LX6466'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 LX6466'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LX6466'SURFACE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 LX6466'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE
 LX6466'GROUND SURFACE.  A 30-INCH STEEL ROD IS SET IN
 LX6466'THE MONUMENT.  THEY ARE 64.5 FEET SOUTH OF THE CENTER LINE OF
 LX6466'U.S. HIGHWAY 1, 49 FEET NORTH OF THE CENTER OF BEAVER STREET,
 LX6466'AND 32 FEET SOUTHEAST OF A SIGNAL LIGHT.
 LX6466'
 LX6466'REFERENCE MARK 1, STAMPED---MARC NO 1 1976---, IS A STANDARD
 LX6466'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE DRAIN
 LX6466'BASIN.  IT IS 66 FEET NORTH OF THE CENTER OF BEAVER STREET,
 LX6466'58 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 1 AND 2 FEET
 LX6466'SOUTHWEST OF THE CENTER OF A STEEL DRAINAGE GRATE.
 LX6466'
 LX6466'REFERENCE MARK 2, STAMPED---MARC NO 2 1976---, IS A STANDARD
 LX6466'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6466'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET EAST OF
 LX6466'THE ENTRANCE TO THE LESHINE CARTON COMPANY, 54 FEET NORTH OF
 LX6466'THE CENTER OF BEAVER STREET, 48 FEET SOUTH OF THE CENTER LINE
 LX6466'OF HIGHWAY 1 AND 8 FEET SOUTH OF A 36-INCH TREE.
 LX6466'
 LX6466'D 4899 CGS, STAMPED---CDOT 4899---, IS CONNECTICUT GEODETIC
 LX6466'SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 LX6466'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET
 LX6466'NORTH OF THE CENTER LINE OF HIGHWAY 1, 24 FEET EAST OF THE
 LX6466'CENTER OF BEAVER STREET AND 6.3 FEET EAST OF SOUTHERN NEW
 LX6466'ENGLAND TELEPHONE POLE NUMBER 164.
 LX6466'
 LX6466'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 26.3 METERS.
 LX6466'
 LX6466'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3363 ***********************************************************************
 LW3363  DESIGNATION -  MARCUS BARN GABLE
 LW3363  PID         -  LW3363
 LW3363  STATE/COUNTY-  CT/NEW LONDON
 LW3363  USGS QUAD   -  MYSTIC (1984)
 LW3363
 LW3363                         *CURRENT SURVEY CONTROL
 LW3363  ___________________________________________________________________
 LW3363* NAD 83(1996)-  41 21 47.89541(N)    071 54 07.68338(W)     ADJUSTED  
 LW3363* NAVD 88     -                                                        
 LW3363  ___________________________________________________________________
 LW3363  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 LW3363  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3363
 LW3363  HORZ ORDER  -  THIRD
 LW3363
 LW3363.The horizontal coordinates were established by classical geodetic methods
 LW3363.and adjusted by the National Geodetic Survey in August 1998..
 LW3363
 LW3363
 LW3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3363
 LW3363.The geoid height was determined by GEOID03.
 LW3363
 LW3363;                    North         East     Units Scale Factor Converg.
 LW3363;SPC CT       -   211,605.596   375,740.790   MT  0.99998754   +0 33 43.9
 LW3363;SPC CT       -   694,242.69  1,232,742.91   sFT  0.99998754   +0 33 43.9
 LW3363;SPC RI       -    31,170.912    66,352.994   MT  1.00000768   -0 15 56.7
 LW3363;SPC RI       -   102,266.57    217,693.11   sFT  1.00000768   -0 15 56.7
 LW3363;UTM  19      - 4,583,152.989   257,257.856   MT  1.00032522   -1 55 07.5
 LW3363
 LW3363                          SUPERSEDED SURVEY CONTROL
 LW3363
 LW3363  NAD 83(1992)-  41 21 47.89413(N)    071 54 07.68256(W) AD(       ) 4
 LW3363  NAD 83(1986)-  41 21 47.89412(N)    071 54 07.68551(W) AD(       ) 4
 LW3363  NAD 27      -  41 21 47.54000(N)    071 54 09.44000(W) AD(       ) 3
 LW3363
 LW3363.Superseded values are not recommended for survey control.
 LW3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3363.See file dsdata.txt to determine how the superseded data were derived.
 LW3363
 LW3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5725883153(NAD 83)
 LW3363_MARKER: 81 = GABLE
 LW3363
 LW3363  HISTORY     - Date     Condition        Report By
 LW3363  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3363  HISTORY     - 1954     GOOD             CGS
 LW3363  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 LW3363
 LW3363                          STATION DESCRIPTION
 LW3363
 LW3363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3363'THE BARN IS ON TOP OF A HIGH HILL 1-1/2 MILES N OF STONINGTON.  THE
 LW3363'HILL IS THE FIRST HILL E OF STATION MONTAUK.  IT IS E OF THE ROAD
 LW3363'ALONG THE W SIDE OF THE HILL AND IS E OF AN OLD COLONIAL
 LW3363'HOUSE.  THE BARN IS NORTHWESTERLY OF A VERY LARGE STUCCO
 LW3363'DWELLING THAT HAS A RED TILE ROOF.  IT IS A LONG NARROW STUCCO
 LW3363'BUILDING WITH A TILE ROOF AND IS AT THE NE CORNER OF A VERY OLD
 LW3363'APPLE ORCHARD.
 LW3363'
 LW3363'THE STATION IS THE CENTER LINE OF THE S GABLE OF THE BARN.  HEIGHT
 LW3363'ABOUT 30 FEET.
 LW3363
 LW3363                          STATION RECOVERY (1954)
 LW3363
 LW3363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3363'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3363'ADEQUATE AND COMPLETE.
 LW3363
 LW3363                          STATION RECOVERY (2002)
 LW3363
 LW3363'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3363'THIS STATION WAS RAZED IN THE EARLY '70'S AND NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5933 ***********************************************************************
 LX5933  DESIGNATION -  MARES
 LX5933  PID         -  LX5933
 LX5933  STATE/COUNTY-  CT/MIDDLESEX
 LX5933  USGS QUAD   -  ESSEX (1977)
 LX5933
 LX5933                         *CURRENT SURVEY CONTROL
 LX5933  ___________________________________________________________________
 LX5933* NAD 83(1996)-  41 20 15.74341(N)    072 26 22.35723(W)     ADJUSTED  
 LX5933* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 LX5933  ___________________________________________________________________
 LX5933  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX5933  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5933
 LX5933  HORZ ORDER  -  FIRST
 LX5933
 LX5933.The horizontal coordinates were established by classical geodetic methods
 LX5933.and adjusted by the National Geodetic Survey in August 1998..
 LX5933
 LX5933.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5933
 LX5933.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5933
 LX5933.The geoid height was determined by GEOID03.
 LX5933
 LX5933;                    North         East     Units Scale Factor Converg.
 LX5933;SPC CT       -   208,461.369   330,786.792   MT  0.99998896   +0 12 21.1
 LX5933;SPC CT       -   683,927.01  1,085,256.33   sFT  0.99998896   +0 12 21.1
 LX5933;UTM  18      - 4,579,409.794   714,244.669   MT  1.00016493   +1 41 30.5
 LX5933
 LX5933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5933!SPC CT       -   0.99999229  x   0.99998896  =   0.99998125
 LX5933!UTM  18      -   0.99999229  x   1.00016493  =   1.00015722
 LX5933
 LX5933:                Primary Azimuth Mark                     Grid Az
 LX5933:SPC CT       -  ESSEX CONN WATER STANDPIPE               057 12 19.4
 LX5933:UTM  18      -  ESSEX CONN WATER STANDPIPE               055 43 10.0
 LX5933
 LX5933|---------------------------------------------------------------------|
 LX5933| PID    Reference Object                     Distance      Geod. Az  |
 LX5933|                                                           dddmmss.s |
 LX5933| LX5921 ESSEX CONN WATER STANDPIPE          APPROX. 3.9 KM 0572440.5 |
 LX5933| LX5926 OLD SAYBROOK DONNELLEY TANK         APPROX. 6.2 KM 1481849.7 |
 LX5933| CZ6748 MARES RM 1                           29.085 METERS 15447     |
 LX5933| LX5937 VINCENT                             APPROX. 5.1 KM 2380847.3 |
 LX5933| CZ6749 MARES RM 2                           19.967 METERS 25254     |
 LX5933| CZ6747 MARES AZ MK A PT                                   2645101.7 |
 LX5933| LX5934 MARES AZ MK                         219.316 METERS 26601     |
 LX5933|---------------------------------------------------------------------|
 LX5933
 LX5933                          SUPERSEDED SURVEY CONTROL
 LX5933
 LX5933  NAD 83(1992)-  41 20 15.74251(N)    072 26 22.35695(W) AD(       ) 1
 LX5933  NAD 83(1986)-  41 20 15.74446(N)    072 26 22.36019(W) AD(       ) 1
 LX5933  NAD 27      -  41 20 15.38887(N)    072 26 24.05013(W) AD(       ) 1
 LX5933  NGVD 29 (07/19/86)   79.7    (m)          261.     (f) VERT ANG       
 LX5933
 LX5933.Superseded values are not recommended for survey control.
 LX5933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5933.See file dsdata.txt to determine how the superseded data were derived.
 LX5933
 LX5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1424579410(NAD 83)
 LX5933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5933+STABILITY: SURFACE MOTION
 LX5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5933+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 LX5933
 LX5933  HISTORY     - Date     Condition        Report By
 LX5933  HISTORY     - 1976     MONUMENTED       NGS
 LX5933  HISTORY     - 19970524 GOOD             USPSQD
 LX5933  HISTORY     - 20030606 GOOD             USPSQD
 LX5933
 LX5933                          STATION DESCRIPTION
 LX5933
 LX5933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5933'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF POND MEADOW, 1
 LX5933'1/2 MILES SOUTHWEST OF ESSEX, 3/4 MILE SOUTH OF IVORYTON AND
 LX5933'ON THE PROPERTY OF MR. GENE GUALAZZI, WALNUT STREET, IVORYTON,
 LX5933'CONNECTICUT 06442.  HIS TELEPHONE NUMBER IS 767-1391.
 LX5933'
 LX5933'TO REACH THE STATION FROM THE POST OFFICE IN IVORYTON, GO
 LX5933'WESTERLY ON MAIN STREET FOR 0.05 MILE TO A FORK.  KEEP THE
 LX5933'LEFT FORK AND CONTINUE WESTERLY ON MAIN STREET FOR 0.5 MILE TO
 LX5933'WALNUT STREET ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON
 LX5933'WALNUT STREET FOR 0.6 MILE TO MELODY LANE ON THE RIGHT.  (TO
 LX5933'REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO
 LX5933'WESTERLY ON MELODY LANE FOR 0.1 MILE TO HARMONY LANE ON THE
 LX5933'LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.)
 LX5933'CONTINUE SOUTHERLY AND EASTERLY ON WALNUT STREET FOR 0.15 MILE
 LX5933'TO WHERE WALNUT STREET TURNS SHARPLY TO THE RIGHT.  TURN
 LX5933'RIGHT AND GO SOUTHERLY ON WALNUT STREET FOR 0.05 MILE TO
 LX5933'WHERE WALNUT STREET TURNS BACK TO THE LEFT AND A DIRT DRIVEWAY
 LX5933'ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON THE DRIVEWAY FOR
 LX5933'0.1 MILE TO THE STATION AS DESCRIBED.
 LX5933'
 LX5933'THE STATION MARKS ARE STANDARD DISKS STAMPED---MARES 1976---.
 LX5933'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX5933'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 LX5933'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX5933'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX5933'THEY ARE 97 FEET NORTH OF A METAL WITNESS POST, 77.5 FEET
 LX5933'SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED, 75.5 FEET SOUTH
 LX5933'OF A FENCE CORNER AND 67.5 FEET EAST OF A METAL WITNESS POST.
 LX5933'
 LX5933'REFERENCE MARK 1, STAMPED---MARES NO 1 1976---, IS A STANDARD
 LX5933'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LX5933'WHICH PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND SURFACE.  IT
 LX5933'IS 22 FEET NORTHWEST OF A FENCE CORNER, 6 FEET NORTH OF A CABLE
 LX5933'FENCE AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 LX5933'
 LX5933'REFERENCE MARK 2, STAMPED---MARES NO 2 1976---, IS A STANDARD
 LX5933'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LX5933'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.  IT IS 9
 LX5933'FEET EAST OF A ROCK FENCE AND 2 FEET EAST OF A METAL WITNESS
 LX5933'POST.
 LX5933'
 LX5933'THE AZIMUTH MARK, STAMPED---MARES AZ 1976---, IS A STANDARD
 LX5933'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX5933'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LX5933'IS 27 FEET NORTH OF POWER LINE POLE NUMBER 1039, 23 FEET EAST
 LX5933'OF THE FRONT DOOR OF A HOUSE AND 19 FEET WEST OF THE CENTER OF
 LX5933'THE JUNCTION OF MELODY LANE AND HARMONY LANE.
 LX5933'
 LX5933'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.8 METERS.
 LX5933'
 LX5933'DESCRIBED BY NOLAN B. JOHNSON.
 LX5933
 LX5933                          STATION RECOVERY (1997)
 LX5933
 LX5933'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5933'RECOVERED IN GOOD CONDITION.
 LX5933
 LX5933                          STATION RECOVERY (2003)
 LX5933
 LX5933'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX5933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6867 ***********************************************************************
 LX6867  DESIGNATION -  MAROMAS
 LX6867  PID         -  LX6867
 LX6867  STATE/COUNTY-  CT/MIDDLESEX
 LX6867  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6867
 LX6867                         *CURRENT SURVEY CONTROL
 LX6867  ___________________________________________________________________
 LX6867* NAD 83(1996)-  41 32 20.43957(N)    072 33 16.75849(W)     ADJUSTED  
 LX6867* NAVD 88     -        41.     (meters)     135.     (feet)  SCALED    
 LX6867  ___________________________________________________________________
 LX6867  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LX6867  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX6867
 LX6867  HORZ ORDER  -  THIRD
 LX6867
 LX6867.The horizontal coordinates were established by classical geodetic methods
 LX6867.and adjusted by the National Geodetic Survey in August 1998..
 LX6867
 LX6867.The orthometric height was scaled from a topographic map.
 LX6867
 LX6867.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6867
 LX6867.The geoid height was determined by GEOID03.
 LX6867
 LX6867;                    North         East     Units Scale Factor Converg.
 LX6867;SPC CT       -   230,790.136   321,101.077   MT  0.99998314   +0 07 46.3
 LX6867;SPC CT       -   757,183.97  1,053,479.12   sFT  0.99998314   +0 07 46.3
 LX6867;UTM  18      - 4,601,482.659   703,980.307   MT  1.00011206   +1 37 19.7
 LX6867
 LX6867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6867!SPC CT       -   0.99999828  x   0.99998314  =   0.99998142
 LX6867!UTM  18      -   0.99999828  x   1.00011206  =   1.00011034
 LX6867
 LX6867:                Primary Azimuth Mark                     Grid Az
 LX6867:SPC CT       -  SEBERTS HOUSE GABLE                      000 45 46.2
 LX6867:UTM  18      -  SEBERTS HOUSE GABLE                      359 16 12.8
 LX6867
 LX6867|---------------------------------------------------------------------|
 LX6867| PID    Reference Object                     Distance      Geod. Az  |
 LX6867|                                                           dddmmss.s |
 LX6867| LX6868 SEBERTS HOUSE GABLE                 APPROX. 2.9 KM 0005332.5 |
 LX6867| LX6875 BROWNS GABLE                        APPROX. 2.4 KM 0085806.9 |
 LX6867| CZ6751 MAROMAS RM 2                         21.160 METERS 01622     |
 LX6867| LX6886 HURDS GABLE                         APPROX. 1.7 KM 0255724.7 |
 LX6867| LX6881 STRONGS BARN CUPOLA                 APPROX. 1.2 KM 0262320.4 |
 LX6867| LX6888 BIELMANS GABLE                      APPROX. 1.6 KM 0333402.1 |
 LX6867| LX6887 RICHTERS BARN CUPOLA                APPROX. 0.9 KM 0582454.2 |
 LX6867| CZ6750 MAROMAS RM 1                         17.870 METERS 28435     |
 LX6867| LX6845 HOUSKAS CUPOLA                      APPROX. 0.9 KM 2930236.0 |
 LX6867| LX6850 TAYLORS TOWER                       APPROX. 2.3 KM 3364353.3 |
 LX6867|---------------------------------------------------------------------|
 LX6867
 LX6867                          SUPERSEDED SURVEY CONTROL
 LX6867
 LX6867  NAD 83(1992)-  41 32 20.43887(N)    072 33 16.75838(W) AD(       ) 3
 LX6867  NAD 83(1986)-  41 32 20.44072(N)    072 33 16.76065(W) AD(       ) 3
 LX6867  NAD 27      -  41 32 20.08100(N)    072 33 18.43900(W) AD(       ) 3
 LX6867
 LX6867.Superseded values are not recommended for survey control.
 LX6867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6867.See file dsdata.txt to determine how the superseded data were derived.
 LX6867
 LX6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0398001483(NAD 83)
 LX6867_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6867_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6867+STABILITY: SURFACE MOTION
 LX6867
 LX6867  HISTORY     - Date     Condition        Report By
 LX6867  HISTORY     - 1934     MONUMENTED       CGS
 LX6867  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6867
 LX6867                          STATION DESCRIPTION
 LX6867
 LX6867'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6867'THIS STATION IS ON THE SCOVILL FARM PROPERTY OF
 LX6867'A.W. BERRESFORD.  IT IS ABOUT 5.4 MILES OUT OF MIDDLETOWN
 LX6867'ON THE RIVER ROAD THROUGH MAROMAS.  AT THIS POINT THE ROAD
 LX6867'MAKES A SHARP REVERSE TURN.  AT THE S END OF THE TURN, A PRIVATE
 LX6867'ROAD LEADS 0.4 MILE EASTERLY TO THE LOCATION OF THE
 LX6867'STATION.  THE STATION IS 5.2 METERS N OF THE LINE FENCE
 LX6867'MARKING THE S SIDE OF THE PRIVATE ROAD.  IT IS ALMOST IN LINE
 LX6867'WITH THE CENTER LINE OF THE ROAD.  STATION IS 7.4 METERS
 LX6867'WESTERLY OF THE TOP OF THE STEEP BANK SLOPING DOWN TO THE
 LX6867'RIGHT-OF-WAY OF THE VALLEY DIVISION TRACKS.
 LX6867'
 LX6867'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD
 LX6867'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 LX6867'11A.  REFERENCE MARK NO.1 IS 11.9 METERS N OF THE LINE FENCE.  IT
 LX6867'BEARS N 60 DEG W (MAGNETIC).  REFERENCE MARK NO.2 IS 4.3
 LX6867'METERS W OF THE STEEP SLOPE TO THE RAILROAD TRACKS.  IT BEARS
 LX6867'N 35 DEG E (MAGNETIC).
 LX6867'
 LX6867'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6867
 LX6867                          STATION RECOVERY (1948)
 LX6867
 LX6867'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6867'THIS STATION IS ON THE SCOVILL FARM, THE PROPERTY OF
 LX6867'A.W. BERRESFORD.  IT IS APPROXIMATELY 5.4 MILES OUT OF
 LX6867'MIDDLETOWN, ON THE RIVER ROAD THROUGH MAROMAS.  AT THIS POINT,
 LX6867'THE ROAD MAKES A SHARP REVERSE TURN.  AT THE S END OF THIS
 LX6867'TURN, THERE IS AN ABANDONED FIELD ROAD THAT CONTINUES
 LX6867'STRAIGHT AHEAD.  FOLLOW THIS ABANDONED ROAD TO ITS END AND
 LX6867'CONTINUE STRAIGHT AHEAD, FOLLOWING THE REMAINS OF AN OLD
 LX6867'WIRE FENCE TO THE TOP OF THE RAILROAD SLOPE.  THE STATION IS
 LX6867'7.0 METERS W OF THE TOP OF THIS SLOPE AND 5.2 METERS N OF THE
 LX6867'OLD FENCE LINE.  THE BRONZE TABLET HAS BEEN TORN OUT OF THE
 LX6867'STATION, BUT THE CONCRETE MONUMENT REMAINS.
 LX6867'
 LX6867'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 LX6867'CONCRETE.  STATION MARK IS A BRONZE STATION DISK SET IN
 LX6867'CONCRETE.
 LX6867'
 LX6867'REFERENCE MARK 1 IS 11.9 METERS N OF THE OLD FENCE LINE.  IT
 LX6867'BEARS N 60 DEG W (MAGNETIC).  IT IS SET IN CONCRETE.
 LX6867'
 LX6867'REFERENCE MARK 2 IS 4.3 METERS W OF THE STEEP SLOPE TO THE
 LX6867'RAILROAD TRACK.  IT BEARS N 35 DEG E (MAGNETIC).  IT IS SET
 LX6867'IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0171 ***********************************************************************
 LX0171  DESIGNATION -  MARQUARDT
 LX0171  PID         -  LX0171
 LX0171  STATE/COUNTY-  CT/NEW LONDON
 LX0171  USGS QUAD   -  NEW LONDON (1984)
 LX0171
 LX0171                         *CURRENT SURVEY CONTROL
 LX0171  ___________________________________________________________________
 LX0171* NAD 83(1996)-  41 21 24.30812(N)    072 03 46.79570(W)     ADJUSTED  
 LX0171* NAVD 88     -        47.328  (meters)     155.28   (feet)  ADJUSTED  
 LX0171  ___________________________________________________________________
 LX0171  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LX0171  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX0171  DYNAMIC HT  -          47.312 (meters)     155.22  (feet)  COMP
 LX0171  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LX0171
 LX0171  HORZ ORDER  -  SECOND
 LX0171  VERT ORDER  -  FIRST     CLASS I
 LX0171
 LX0171.The horizontal coordinates were established by classical geodetic methods
 LX0171.and adjusted by the National Geodetic Survey in August 1998..
 LX0171
 LX0171.The orthometric height was determined by differential leveling
 LX0171.and adjusted by the National Geodetic Survey in June 1991..
 LX0171
 LX0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0171
 LX0171.The geoid height was determined by GEOID03.
 LX0171
 LX0171.The dynamic height is computed by dividing the NAVD 88
 LX0171.geopotential number by the normal gravity value computed on the
 LX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0171.degrees latitude (g = 980.6199 gals.).
 LX0171
 LX0171.The modeled gravity was interpolated from observed gravity values.
 LX0171
 LX0171;                    North         East     Units Scale Factor Converg.
 LX0171;SPC CT       -   210,758.419   362,287.498   MT  0.99998788   +0 27 19.9
 LX0171;SPC CT       -   691,463.25  1,188,604.90   sFT  0.99998788   +0 27 19.9
 LX0171;UTM  18      - 4,582,523.784   745,683.494   MT  1.00034291   +1 56 29.7
 LX0171;UTM  19      - 4,582,888.806   243,775.401   MT  1.00040803   -2 01 29.9
 LX0171
 LX0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0171!SPC CT       -   0.99999737  x   0.99998788  =   0.99998525
 LX0171!UTM  18      -   0.99999737  x   1.00034291  =   1.00034028
 LX0171!UTM  19      -   0.99999737  x   1.00040803  =   1.00040540
 LX0171
 LX0171|---------------------------------------------------------------------|
 LX0171| PID    Reference Object                     Distance      Geod. Az  |
 LX0171|                                                           dddmmss.s |
 LX0171| LX0170 MARQUARDT RM 2                       41.620 METERS 03503     |
 LX0171| LX5204 MARQUARDT 2                         139.013 METERS 09155     |
 LX0171| LX0169 MARQUARDT RM 3                       39.750 METERS 09842     |
 LX0171| LX5328 CHASANBO TOWER                      APPROX. 4.4 KM 1015200.5 |
 LX0171| LX5325 BAPTIST CHURCH TOWER                APPROX. 2.3 KM 1194053.8 |
 LX0171| LX5192 NY NH H RR COAL POCKET              APPROX. 3.1 KM 1260923.7 |
 LX0171| LX5202 VANADIUM STACK                      APPROX. 1.5 KM 1452037.7 |
 LX0171| LX5207 MAX POLLOCK CO ELEV TANK            APPROX. 1.4 KM 1782117.6 |
 LX0171| LX5205 MAX POLLOCK CO STACK                APPROX. 1.4 KM 1833715.0 |
 LX0171| LX5244 LAWRENCE MEMORIAL HOSP STACK        APPROX. 4.2 KM 2365934.5 |
 LX0171| LX5217 GROTON MONUMENT                     APPROX. 1.4 KM 2614555.3 |
 LX0171| LX5245 NEW LONDON STACK                    APPROX. 3.9 KM 2633418.8 |
 LX0171| LX5233 CONN LIGHT AND POWER CO TANK        APPROX. 2.6 KM 2694640.2 |
 LX0171| LX5242 ST JAMES CHURCH SPIRE               APPROX. 3.0 KM 2705609.1 |
 LX0171| LX5246 COAST GUARD ACADEMY FLAGPOLE        APPROX. 3.6 KM 2982055.6 |
 LX0171| LX5247 COAST GUARD ACADEMY CUPOLA          APPROX. 3.6 KM 2983238.4 |
 LX0171| LX5237 COAST GUARD ACADEMY STACK           APPROX. 3.4 KM 2994903.4 |
 LX0171| LX5070 CONNECTICUT COLLEGE FLAGPOLE        APPROX. 4.3 KM 3052206.6 |
 LX0171| CZ6752 MARQUARDT RM 1 AZIMUTH                             34138     |
 LX0171|---------------------------------------------------------------------|
 LX0171
 LX0171                          SUPERSEDED SURVEY CONTROL
 LX0171
 LX0171  NAD 83(1992)-  41 21 24.30697(N)    072 03 46.79483(W) AD(       ) 2
 LX0171  NAD 83(1986)-  41 21 24.30760(N)    072 03 46.79941(W) AD(       ) 2
 LX0171  NAD 27      -  41 21 23.95900(N)    072 03 48.52500(W) AD(       ) 2
 LX0171  NGVD 29 (??/??/92)   47.618  (m)          156.23   (f) ADJ UNCH    1 1
 LX0171
 LX0171.Superseded values are not recommended for survey control.
 LX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0171.See file dsdata.txt to determine how the superseded data were derived.
 LX0171
 LX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4568382524(NAD 83)
 LX0171_MARKER: DS = TRIANGULATION STATION DISK
 LX0171_SETTING: 66 = SET IN ROCK OUTCROP
 LX0171_SP_SET: BEDROCK
 LX0171_STAMPING: MARQUARDT 1934
 LX0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0171+STABILITY: POSITION/ELEVATION WELL
 LX0171
 LX0171  HISTORY     - Date     Condition        Report By
 LX0171  HISTORY     - 1934     MONUMENTED       CGS
 LX0171  HISTORY     - 1954     GOOD             CGS
 LX0171  HISTORY     - 1960     GOOD             CGS
 LX0171  HISTORY     - 1965     GOOD             CGS
 LX0171  HISTORY     - 1965     GOOD             NGS
 LX0171  HISTORY     - 1971     MARK NOT FOUND   NGS
 LX0171  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0171  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0171
 LX0171                          STATION DESCRIPTION
 LX0171
 LX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX0171'STATION CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1
 LX0171'AND BROAD STREET IN GROTON.  PROCEED 1.0 MILE ON BROAD STREET,
 LX0171'TURN RIGHT ON DIRT ROAD KNOWN AS LONG HILL ROAD AND GO 1/2 MILE
 LX0171'TO THE PROPERTY OF A.C. MARQUARDT ON THE W SIDE OF THE ROAD.  THE
 LX0171'STATION IS ON THE SECOND OUTCROPPING LEDGE W OF THE HOUSE AND NW
 LX0171'OF THE BARN.  THERE ARE SEVERAL OUTCROPS OF LEDGE IN THE
 LX0171'FIELD.  THERE IS A LINE OF HIGH TREES ON EACH SIDE OF THE ROAD.
 LX0171'THE STATION IS A STANDARD DISC SET IN A LEDGE.
 LX0171'
 LX0171'STATION MARK IS STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX0171'IN OUTCROPPING BEDROCK.  REFERENCE MARK
 LX0171'NO. 3 IS A STANDARD BRONZE DISC SET IN A BOULDER.
 LX0171'REFERENCE MARKS NO. 2 AND NO. 1 ARE STANDARD BRONZE
 LX0171'DISCS SET IN OUTCROPPING BEDROCK.
 LX0171'
 LX0171'REFERENCE MARK NO. 3 IS A STANDARD DISC SET IN A LARGE BOULDER
 LX0171'E OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN
 LX0171'A LEDGE NE OF THE STATION.  REFERENCE MARK NO. 1 IS A STANDARD
 LX0171'DISC SET IN A LARGE LEDGE 1/4 MILE N OF STATION ON THE NEXT HILL
 LX0171'AND ON THE E SIDE OF THE ROAD.
 LX0171'
 LX0171'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 LX0171
 LX0171                          STATION RECOVERY (1954)
 LX0171
 LX0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX0171'STATION AND REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD
 LX0171'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  THIS MARK WOULD
 LX0171'BE OF LITTLE VALUE AS AN AZIMUTH MARK AS IT CANNOT BE SEEN FROM
 LX0171'THE GROUND AT THE STATION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LX0171'
 LX0171'STATION IS LOCATED ON THE E SIDE OF THAMES RIVER, ON THE HIGHEST
 LX0171'PART OF LONG HILL.  IT IS A STANDARD DISK, STAMPED MARQUARDT 1934
 LX0171'AND SET IN THE MORE W ONE OF TWO LARGE OUTCROPPING LEDGES, JUST
 LX0171'W OF A SMALL GARDEN PLOT, AND SURROUNDED BY TREES.
 LX0171'
 LX0171'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MARQUARDT 2 1934
 LX0171'AND SET IN A LARGE OUTCROPPING LEDGE NE OF THE STATION.
 LX0171'
 LX0171'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MARQUARDT 3 1934
 LX0171'AND SET IN A LARGE BOULDER E OF THE STATION AND W OF A LARGE
 LX0171'CHICKEN HOUSE.
 LX0171'
 LX0171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX0171'STATE HIGHWAY 84 JUST E OF THE TOLLGATE OF THE GOLD STAR MEMORIAL
 LX0171'BRIDGE OVER THE THAMES RIVER, FOLLOW U.S. HIGHWAY 1 FOR 0.8 MI. TO
 LX0171'THE TOP OF LONG HILL JUST PAST RONALD ROAD AND THE E END OF A
 LX0171'STONE FENCE.  THE STATION IS LOCATED IN THE OPEN FIELD BEHIND
 LX0171'THIS STONE FENCE.
 LX0171
 LX0171                          STATION RECOVERY (1960)
 LX0171
 LX0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX0171'STATION AND REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD
 LX0171'CONDITION.  R.M. 1 COULD NOT BE FOUND.  THE LEDGE MENTIONED IN THE
 LX0171'OLD DESCRIPTION MAY HAVE BEEN BLASTED FOR U.S. 1 CONSTRUCTION.  OLD
 LX0171'DESCRIPTION IS OBSOLETE, NEW DESCRIPTION FOLLOWS--
 LX0171'
 LX0171'STATION IS IN THE TOWNSHIP OF GROTON, JUST WEST OF U.S. 1, ON TOP
 LX0171'OF LONG HILL, ON THE PROPERTY OF A.C. MARQUARDT.  THE STATION IS
 LX0171'ABOUT 100 METERS N 80 DEG W FROM THE INTERSECTION OF U.S. 1 (LONG
 LX0171'HILL RD.), AND BROOKHAVEN RD. (TELEPHONE POLES 65 AND 65S ARE
 LX0171'LOCATED AT THIS INTERSECTION) THIS INTERSECTION IS JUST SOUTH OF
 LX0171'THE COURT COLVER MARINE SUPPLY.  THE MARK IS A STANDARD BRONZE
 LX0171'DISK SET IN A DRILL HOLE IN THE MIDDLE OF A FLAT ROCK OUTCROP,
 LX0171'SURROUNDED BY TREES, IN THE MIDDLE OF AN OPEN FIELD.  STATION
 LX0171'IS NW OF HOUSE, AND N OF BARN AND CHICKEN HOUSE.
 LX0171'
 LX0171'TO REACH STATION FROM TOLL BOOTH ON GROTON-NEW LONDON BRIDGE--GO
 LX0171'SOUTH (EASTBOUND) ON U.S. 1 (LONG HILL RD.) 1.1 MILE (0.3 MILE
 LX0171'PAST INTERSECTION OF U.S. 1 AND BROAD ST.), TO TOP OF LONG HILL AT
 LX0171'INTERSECTION OF U.S. 1 AND BROOKHAVEN RD.  STATION IS IN FIELD
 LX0171'WEST OF INTERSECTION, THE OWNERS HOUSE AND BARNS ARE JUST SOUTH
 LX0171'OF THIS FIELD.
 LX0171'
 LX0171'RM 2 IS N 46 DEG E FROM THE STATION, ON A SIMILAR ROCK
 LX0171'LEDGE.  ORIGINAL DISTANCE CHECKED.
 LX0171'
 LX0171'RM 3 IS S 70 DEG E FROM THE STATION, SET ON A 3 FT HIGH
 LX0171'BOULDER.  PREVIOUSLY DESCRIBED DISTANCE CHECKED.
 LX0171
 LX0171                          STATION RECOVERY (1965)
 LX0171
 LX0171'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0171'THE STATION AND REFERENCE MARK NO. 2 AND 3 WERE RECOVERED AND ALL
 LX0171'IN GOOD CONDITION.
 LX0171'
 LX0171'THE STATION MAY BE REACHED BY GOING 1.15 MILES NORTHWEST ALONG
 LX0171'U.S. HIGHWAY 1 FROM THE POST OFFICE AT GROTON, ON THE PROPERTY OF
 LX0171'MR. A.C. MARQUARDT, ON THE TOP OF A BRUSH COVERED HILL, SET ON
 LX0171'THE TOP OF A LARGE MASS OF BEDROCK, 359 FEET WEST OF THE CENTER
 LX0171'LINE OF THE HIGHWAY, 134 FEET NORTHWEST OF THE NORTHWEST CORNER
 LX0171'OF A CHICKEN HOUSE, 32 FEET NORTHWEST OF THE SOUTHEAST END OF
 LX0171'THE EXPOSED PORTION OF THE BEDROCK AND ABOUT 5 FEET ABOVE THE
 LX0171'LEVEL OF THE HIGHWAY.
 LX0171'
 LX0171'RM NO. 2 IS 136 FEET NORTHEAST OF THE STATION, 323 FEET WEST OF
 LX0171'THE CENTER LINE OF THE HIGHWAY, SET ON THE TOP OF A LARGE MASS
 LX0171'OF EXPOSED MASS OF BEDROCK AND ABOUT 3 FEET ABOVE THE LEVEL OF
 LX0171'THE HIGHWAY.
 LX0171'
 LX0171'RM NO. 3 IS 129.5 FEET EAST-SOUTHEAST OF THE STATION, 230 FEET
 LX0171'WEST OF THE CENTER LINE OF THE HIGHWAY, 213 FEET NORTHWEST OF
 LX0171'POWER LINE POLE NO. 65S, SET IN THE TOP OF A 10-BY-8 FOOT BOULDER
 LX0171'WHICH PROJECTS 3-1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0171
 LX0171                          STATION RECOVERY (1965)
 LX0171
 LX0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0171'1.2 MI NW FROM GROTON.
 LX0171'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 LX0171'OFFICE AT GROTON, ON THE PROPERTY OF MR. A.C. MARQUARDT, ON
 LX0171'TOP OF A HILL COVERED WITH BRUSH AND TREES, SET ON THE TOP OF
 LX0171'A LARGE MASS OF BEDROCK, 359 FEET WEST OF THE CENTER LINE OF THE
 LX0171'HIGHWAY, 134 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CHICKEN
 LX0171'HOUSE, 32 FEET NORTHWEST OF THE SOUTHEAST END OF BEDROCK (EXPOSED
 LX0171'PORTION), AND ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0171
 LX0171                          STATION RECOVERY (1971)
 LX0171
 LX0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX0171'STATION WAS DESTROYED BY CONSTRUCTION OF AN APARTMENT BUILDING
 LX0171'IN THE FALL OF 1971.  PRIOR TO ITS DESTRUCTION A NEW STATION,
 LX0171'MARQUARDT 2, WAS ESTABLISHED IN THE VICINITY BY THE CONNECTICUT
 LX0171'GEODETIC SURVEY.
 LX0171'
 LX0171'FOR FURTHER INFORMATION SEE DESCRIPTION FOR MARQUARDT 2 1971.
 LX0171
 LX0171                          STATION RECOVERY (1983)
 LX0171
 LX0171'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0171'MARK NOT FOUND.
 LX0171
 LX0171                          STATION RECOVERY (1988)
 LX0171
 LX0171'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5204 ***********************************************************************
 LX5204  DESIGNATION -  MARQUARDT 2
 LX5204  PID         -  LX5204
 LX5204  STATE/COUNTY-  CT/NEW LONDON
 LX5204  USGS QUAD   -  NEW LONDON (1984)
 LX5204
 LX5204                         *CURRENT SURVEY CONTROL
 LX5204  ___________________________________________________________________
 LX5204* NAD 83(1996)-  41 21 24.15672(N)    072 03 40.81861(W)     ADJUSTED  
 LX5204* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 LX5204  ___________________________________________________________________
 LX5204  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LX5204  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX5204
 LX5204  HORZ ORDER  -  SECOND
 LX5204
 LX5204.The horizontal coordinates were established by classical geodetic methods
 LX5204.and adjusted by the National Geodetic Survey in August 1998..
 LX5204
 LX5204.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5204
 LX5204.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5204
 LX5204.The geoid height was determined by GEOID03.
 LX5204
 LX5204;                    North         East     Units Scale Factor Converg.
 LX5204;SPC CT       -   210,754.854   362,426.463   MT  0.99998789   +0 27 23.8
 LX5204;SPC CT       -   691,451.55  1,189,060.82   sFT  0.99998789   +0 27 23.8
 LX5204;UTM  18      - 4,582,523.824   745,822.555   MT  1.00034375   +1 56 33.6
 LX5204;UTM  19      - 4,582,879.226   243,914.140   MT  1.00040716   -2 01 25.9
 LX5204
 LX5204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5204!SPC CT       -   0.99999774  x   0.99998789  =   0.99998563
 LX5204!UTM  18      -   0.99999774  x   1.00034375  =   1.00034149
 LX5204!UTM  19      -   0.99999774  x   1.00040716  =   1.00040490
 LX5204
 LX5204|---------------------------------------------------------------------|
 LX5204| PID    Reference Object                     Distance      Geod. Az  |
 LX5204|                                                           dddmmss.s |
 LX5204| CZ6754 MARQUARDT 2 RM 4                     12.616 METERS 17923     |
 LX5204| CZ6756 MARQUARDT 2 RP 1                     14.660 METERS 22129     |
 LX5204| CZ7290 MARQUARDT 2 RP 3                      7.713 METERS 23838     |
 LX5204| CZ6755 MARQUARDT 2 RM 5                     11.401 METERS 28913     |
 LX5204| CS5351 MARQUARDT 2 RM 7                     12.698 METERS 29138     |
 LX5204| LX5369 MARQUARDT 2 B PT                     58.523 METERS 32746     |
 LX5204| LX5368 MARQUARDT 2 A PT                     62.554 METERS 33101     |
 LX5204|---------------------------------------------------------------------|
 LX5204
 LX5204                          SUPERSEDED SURVEY CONTROL
 LX5204
 LX5204  NAD 83(1992)-  41 21 24.15557(N)    072 03 40.81776(W) AD(       ) 2
 LX5204  NAD 83(1986)-  41 21 24.15615(N)    072 03 40.82239(W) AD(       ) 2
 LX5204  NAD 27      -  41 21 23.80915(N)    072 03 42.55100(W) AD(       ) 2
 LX5204  NGVD 29 (07/19/86)   45.3    (m)          149.     (f) VERT ANG       
 LX5204
 LX5204.Superseded values are not recommended for survey control.
 LX5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5204.See file dsdata.txt to determine how the superseded data were derived.
 LX5204
 LX5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4582382524(NAD 83)
 LX5204_MARKER: DS = TRIANGULATION STATION DISK
 LX5204_SETTING: 80 = SET IN A BOULDER
 LX5204_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5204+STABILITY: SURFACE MOTION
 LX5204
 LX5204  HISTORY     - Date     Condition        Report By
 LX5204  HISTORY     - 1971     MONUMENTED       CTGS
 LX5204  HISTORY     - 1972     GOOD             NGS
 LX5204  HISTORY     - 1975     GOOD             NGS
 LX5204  HISTORY     - 1977     GOOD             NGS
 LX5204  HISTORY     - 1983     GOOD             USPSQD
 LX5204  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5204  HISTORY     - 1984     GOOD             NGS
 LX5204  HISTORY     - 19900314 GOOD             USPSQD
 LX5204
 LX5204                          STATION DESCRIPTION
 LX5204
 LX5204'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1971
 LX5204'STATION IS A STANDARD U.S.C. AND G.S. TRIANGULATION DISK CEMENTED
 LX5204'IN A 10X6X4-FOOT HIGH BOULDER.  THE STATION IS ON THE E SIDE OF
 LX5204'ROUTE 1, 0.6 MILE S OF THE INTERSTATE 95 OVERPASS.
 LX5204'
 LX5204'R.M. 1 IS A 1/2-INCH DRILL HOLE AND CHISELED TRIANGLE IN A
 LX5204'LEDGE OUTCROP, 2.5 FEET E OF STONE WALL.
 LX5204'
 LX5204'R.M.2 IS A 1/2-INCH DRILL HOLE AND CHISELED TRIANGLE IN A LEDGE
 LX5204'OUTCROP, 13.5 FEET E OF STONE WALL.
 LX5204'
 LX5204'R.M. 3 IS A 1/2-INCH DRILL HOLE AND CHISELED TRIANGLE IN A LEDGE
 LX5204'OUTCROP, 4.5 FEET E OF STONE WALL.
 LX5204
 LX5204                          STATION RECOVERY (1972)
 LX5204
 LX5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX5204'STATION WAS ESTABLISHED BY THE CONNECTICUT GEODETIC SURVEY BY
 LX5204'GEODIMETER TRAVERSE FROM MARQUARDT 1934.  LOCATED ALONG THE
 LX5204'NORTHEAST SIDE OF U.S. HIGHWAY 1, IN THE EAST ANGLE OF
 LX5204'T-INTERSECTION OF BROOKSHAVEN ROAD, AND ACROSS THE HIGHWAY FROM
 LX5204'THE GREENTREE APARTMENTS, ON TOP OF A HUGE BOULDER, IN A SMALL
 LX5204'LOT, SURROUNDED BY TREES, AND IS ABOUT 1 MILE EAST-NORTHEAST
 LX5204'OF GROTON.
 LX5204'
 LX5204'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND OVERPASS
 LX5204'WHERE INTERSTATE HIGHWAY 95 CROSSES OVER HIGHWAY 1, ABOUT 1 MILE
 LX5204'NORTHEAST OF GROTON, GO SOUTHEAST ON U.S. HIGHWAY 1 FOR 0.6 MILE
 LX5204'TO STATION ON LEFT.
 LX5204'
 LX5204'STATION MARK IS A STANDARD DISK STAMPED MARQUARDT 2 1971,
 LX5204'CEMENTED IN A DRILL HOLE IN THE MIDDLE OF A HUGE, 8 X 12-FOOT
 LX5204'BOULDER PROJECTING 4 FEET ABOVE GROUND.  IT IS 53.5 FEET
 LX5204'NORTHEAST OF EDGE OF U.S. HIGHWAY 1, 86.7 FEET SOUTHEAST OF
 LX5204'CENTER LINE OF BROOKSHAVEN ROAD, 48 FEET SOUTHWEST OF SOUTHWEST
 LX5204'END OF AN OLD STONE HOUSE, 18.0 FEET NORTHWEST OF A STONE FENCE,
 LX5204'30 FEET NORTHEAST OF STONE FENCE BORDERING HIGHWAY, AND 54.5
 LX5204'FEET SOUTHEAST OF STONE WALL BORDERING BROOKSHAVEN ROAD.
 LX5204'
 LX5204'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED MARQUARDT 2
 LX5204'NO 4 1971, CEMENTED IN A DRILL HOLE IN A 4X4-FOOT BOULDER FLUSH WITH
 LX5204'GROUND, IN LAWN, 19 FEET SOUTHEAST OF A STONE WALL.
 LX5204'
 LX5204'REFERENCE MARK NUMBER FIVE IS A STANDARD DISK STAMPED MARQUARDT
 LX5204'2 NO 5 1971, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER PROJECTING
 LX5204'3 INCHES.  IT IS 2.3 FEET NORTHEAST OF A STONE WALL AND 8 FEET
 LX5204'SOUTHWEST OF A SPRUCE TREE.
 LX5204'
 LX5204'DRILL HOLE IN TRIANGLE IS A 1/2-INCH-DIAMETER HOLE, 3/4-INCH
 LX5204'DEEP, INSIDE A 4-INCH, CHISELED TRIANGLE IN A 2 X 3-FOOT BOULDER
 LX5204'PROJECTING 6 INCHES.  13.5 FEET NORTHWEST OF CORNER OF STONE
 LX5204'FENCES, AND AT AN OPENING IN STONE FENCE BORDERING HIGHWAY 1.
 LX5204'
 LX5204'NOTE--VIEW FROM STATION IS BLOCKED IN ALL DIRECTIONS BY TREES
 LX5204'AND BUILDINGS.
 LX5204
 LX5204                          STATION RECOVERY (1975)
 LX5204
 LX5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5204'THE STATION, REFERENCE MARKS 3, 4 AND 5 WERE RECOVERED IN GOOD
 LX5204'CONDITION.  THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LX5204'CHECKED.  DUE TO THE LOCATION OF THE STATION A REFERENCE MARK
 LX5204'6 WAS ESTABLISHED AT THIS TIME AND OCCUPIED.  THE REFERENCE
 LX5204'MARK 6 WILL NOT SEE THE STATION.  A COMPLETE NEW DESCRIPTION
 LX5204'FOLLOWS.
 LX5204'
 LX5204'STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE BRIDGE OVER
 LX5204'THE THAMES RIVER BETWEEN NEW LONDON AND GROTON ON INTERSTATE
 LX5204'95, 1 MILE SOUTH-SOUTHEAST OF THE JUNCTION OF INTERSTATE 95,
 LX5204'U.S. HIGHWAY 1 AND STATE HIGHWAYS 12 AND 184, ALONG THE EAST
 LX5204'SIDE OF HIGHWAY 1 AND IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 LX5204'OF HIGHWAY 1 AND BROOKSHAVEN ROAD.
 LX5204'
 LX5204'TO REACH THE STATION FROM THE CENTER OF THE GOLD STAR MEMORIAL
 LX5204'BRIDGE OVER THE THAMES RIVER ON INTERSTATE 95 BETWEEN NEW
 LX5204'LONDON AND GROTON, GO EAST ON INTERSTATE 95 FOR 0.45 MILE TO
 LX5204'THE U.S. HIGHWAY 1 EXIT AT THE EAST END OF THE BRIDGE.  EXIT
 LX5204'RIGHT AND GO EAST AND SOUTHEAST ON HIGHWAY 1 FOR 1.1 MILES TO
 LX5204'THE GREENTREE APARTMENT BUILDINGS ON THE RIGHT AND REFERENCE
 LX5204'MARK 6 ON THE ROOF OF BUILDING NUMBER 369 AS DESCRIBED AND THE
 LX5204'JUNCTION OF BROOKSHAVEN ROAD ON THE LEFT AND THE STATION IN
 LX5204'THE SOUTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED.
 LX5204'
 LX5204'STATION MARK, STAMPED MARQUARDT 2 1971, IS A STANDARD DISK
 LX5204'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 6 BY 10
 LX5204'FEET IN SIZE AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 LX5204'SURFACE.  IT IS 89 FEET SOUTH OF CENTER OF BROOKSHAVEN ROAD,
 LX5204'73 FEET EAST OF CENTER OF HIGHWAY 1 (LONG HILL ROAD), 65 FEET
 LX5204'SOUTHEAST OF THE NORTHWEST CORNER OF A ROCK FENCE, 47.5 FEET
 LX5204'WEST OF THE NORTHWEST CORNER OF A ROCK HOUSE AND 34 FEET
 LX5204'NORTHEAST OF THE T-JUNCTION OF 2 ROCK FENCES.
 LX5204'
 LX5204'REFERENCE MARK 3, IS A 1/2-INCH DRILL HOLE 1-INCH DEEP IN A
 LX5204'BOULDER WHICH IS ABOUT 18 BY 36 INCHES IN SIZE AND PROJECTS
 LX5204'ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET SOUTH OF
 LX5204'THE NORTHWEST CORNER OF THE ROCK FENCE, 48 FEET EAST OF CENTER
 LX5204'OF HIGHWAY 1, 14 FEET NORTH OF THE ROCK FENCE T-JUNCTION AND
 LX5204'5 FEET EAST OF A ROCK FENCE.
 LX5204'
 LX5204'REFERENCE MARK 4, STAMPED MARQUARDT 2 1971 NO 4 1972, IS A
 LX5204'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH
 LX5204'IS ABOUT 3 BY 4 FEET IN SIZE AND IS FLUSH WITH THE GROUND
 LX5204'SURFACE.  IT IS 56 FEET EAST OF CENTER OF HIGHWAY 1, 48.5 FEET
 LX5204'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A WHITE 2 STORY
 LX5204'HOUSE AND 25 FEET SOUTHEAST OF THE ROCK FENCE T-JUNCTION.
 LX5204'
 LX5204'REFERENCE MARK 5, STAMPED MARQUARDT 2 1971 NO 5 1972, IS A
 LX5204'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH
 LX5204'IS ABOUT 2 BY 4 FEET IN SIZE AND PROJECTS ABOUT 3 INCHES ABOVE
 LX5204'THE GROUND SURFACE.  IT IS 46 FEET EAST OF CENTER OF HIGHWAY 1,
 LX5204'42 FEET NORTH OF THE ROCK FENCE T-JUNCTION, 33 FEET SOUTH OF
 LX5204'THE NORTHWEST CORNER OF THE ROCK FENCE AND 2.5 FEET EAST OF
 LX5204'A ROCK FENCE.
 LX5204'
 LX5204'REFERENCE POINT 1, IS A 1/2-INCH DRILL HOLE ABOUT 1/2-INCH
 LX5204'DEEP IN A BOULDER WHICH IS ABOUT 1 BY 2 FEET IN SIZE AND
 LX5204'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 80
 LX5204'FEET NORTH OF POWER POLE NUMBER 6, 28.5 FEET EAST OF CENTER
 LX5204'OF HIGHWAY 1 AND 12 FEET WEST OF THE ROCK FENCE T-JUNCTION.
 LX5204'
 LX5204'REFERENCE MARK 6, STAMPED MARQUARDT 2 1971 NO 6 1975, IS A
 LX5204'STANDARD DISK SET IN A SQUARE CONCRETE BLOCK BONDED TO THE
 LX5204'ROOF THE GREENTREE APARTMENT BUILDING NUMBER 369 AND
 LX5204'PROJECTS ABOUT 3 INCHES ABOVE THE ROOF.  IT IS 43.87 FEET EAST
 LX5204'OF THE NORTHWEST CORNER OF THE BUILDING AND 40.09 FEET
 LX5204'NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 LX5204'
 LX5204'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX5204'
 LX5204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5204'EAST EDGE OF GROTON.
 LX5204
 LX5204                          STATION RECOVERY (1977)
 LX5204
 LX5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 LX5204'THE STATION, RM 4, AND RM 5 WERE RECOVERED IN GOOD CONDITION
 LX5204'AS DESCRIBED.
 LX5204'
 LX5204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5204'AT GROTON.
 LX5204
 LX5204                          STATION RECOVERY (1983)
 LX5204
 LX5204'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX5204'MARQUARDT-2 1971 RECOVERED GOOD-RECOVERED AS DESCRIBED.
 LX5204'
 LX5204'REFERENCE MARKS 1, 2 AND 3 WERE DESTROYED 11/83 DUE TO THE
 LX5204'CONSTRUCTION OF A NEW BUILDING.
 LX5204'
 LX5204'RM-5 DESTROYED.  UNABLE TO LOCATE.
 LX5204
 LX5204                          STATION RECOVERY (1984)
 LX5204
 LX5204'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5204'MARQUARDT 2 NO 4 1971 RECOVERED GOOD-RECOVERED AS DESCRIBED.
 LX5204
 LX5204                          STATION RECOVERY (1984)
 LX5204
 LX5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LX5204'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 LX5204'CONDITION.  REFERENCE MARK 5 AND THE DRILL HOLE WERE PROBABLY
 LX5204'DESTROYED BY LANDSCAPING IN THE AREA.  THE DISTANCE TO REFERENCE
 LX5204'MARK 4 CHECKED. REFERENCE
 LX5204'MARK 7 WAS ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LX5204'NOTE---THE STATION MARQUARDT 2 RM 6, WHICH WAS ESTABLISHED ON TOP OF
 LX5204'THE GREENTREE APARTMENT COMPLEX AND ITS AZIMUTH MARK WERE NOT LOOKED
 LX5204'FOR AT THIS TIME.
 LX5204'
 LX5204'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST-NORTHEAST OF GROTON
 LX5204'ON THE EAST SIDE OF U.S. HIGHWAY 1 AND AT THE INTERSECTION OF LONG
 LX5204'HILL ROAD AND BROOKSHAVEN ROAD.  IT IS IN A LAWN FOR THE GRIGGS AND
 LX5204'BROWNE PEST CONTROL BUILDING AND ACROSS THE STREET FROM GREENTREE
 LX5204'APARTMENT COMPLEX.
 LX5204'
 LX5204'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND OVERPASS
 LX5204'WHERE INTERSTATE HIGHWAY 95 CROSSES OVER HIGHWAY 1, ABOUT 1.6 KM (1.0
 LX5204'MI) NORTHEAST OF GROTEN, GO SOUTHEAST ON HIGHWAY 1 FOR 1.0 KM (0.6 MI
 LX5204'TO THE STATION ON THE LEFT.
 LX5204'
 LX5204'THE STATION IS A STANDARD NGS DISK STAMPED--MARQUARDT 2 1971--CEMENT-
 LX5204'ED IN A DRILL HOLE IN A 8 BY 12 FT BOULDER THAT PROJECTS 1.2
 LX5204'METERS (4.0 FT).
 LX5204'
 LX5204'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--MARQUARDT 2 1971
 LX5204'NO 4 1972--CEMENTED IN A DRILL HOLE IN A 3 BY 4 FT EXPOSED ROCK
 LX5204'OUTCROP THAT IS FLUSH WITH THE GROUND SURFACE AND 1.0 FT(0.3 METERS)
 LX5204'LOWER THAN THE STATION.
 LX5204'
 LX5204'REFERENCE MARK NO 7 IS A STANDARD NGS DISK STAMPED--MARQUARDT 2
 LX5204'1971 NO 7 1984--CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LX5204'30 CM (1 FT) AND 2.0 FT(0.6 METERS)HIGHER THAN THE STATION.
 LX5204
 LX5204                          STATION RECOVERY (1990)
 LX5204
 LX5204'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGS)
 LX5204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5346 ***********************************************************************
 LX5346  DESIGNATION -  MARQUARDT 2 RM 6
 LX5346  PID         -  LX5346
 LX5346  STATE/COUNTY-  CT/NEW LONDON
 LX5346  USGS QUAD   -  NEW LONDON (1984)
 LX5346
 LX5346                         *CURRENT SURVEY CONTROL
 LX5346  ___________________________________________________________________
 LX5346* NAD 83(1996)-  41 21 23.83979(N)    072 03 46.51290(W)     ADJUSTED  
 LX5346* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 LX5346  ___________________________________________________________________
 LX5346  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LX5346  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX5346
 LX5346  HORZ ORDER  -  FIRST
 LX5346
 LX5346.The horizontal coordinates were established by classical geodetic methods
 LX5346.and adjusted by the National Geodetic Survey in August 1998..
 LX5346
 LX5346.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5346
 LX5346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5346
 LX5346.The geoid height was determined by GEOID03.
 LX5346
 LX5346;                    North         East     Units Scale Factor Converg.
 LX5346;SPC CT       -   210,744.024   362,294.186   MT  0.99998789   +0 27 20.1
 LX5346;SPC CT       -   691,416.02  1,188,626.84   sFT  0.99998789   +0 27 20.1
 LX5346;UTM  18      - 4,582,509.562   745,690.556   MT  1.00034295   +1 56 29.9
 LX5346;UTM  19      - 4,582,874.128   243,781.462   MT  1.00040799   -2 01 29.7
 LX5346
 LX5346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5346!SPC CT       -   0.99999629  x   0.99998789  =   0.99998418
 LX5346!UTM  18      -   0.99999629  x   1.00034295  =   1.00033924
 LX5346!UTM  19      -   0.99999629  x   1.00040799  =   1.00040428
 LX5346
 LX5346|---------------------------------------------------------------------|
 LX5346| PID    Reference Object                     Distance      Geod. Az  |
 LX5346|                                                           dddmmss.s |
 LX5346| LX5368 MARQUARDT 2 A PT                    120.729 METERS 05742     |
 LX5346| LX5369 MARQUARDT 2 B PT                    117.241 METERS 05938     |
 LX5346| LX5348 GROTON S STANDPIPE                  APPROX. 1.8 KM 1955307.6 |
 LX5346| CZ6756 MARQUARDT 2 RP 1                     12.219 METERS 22549     |
 LX5346| LX5217 GROTON MONUMENT                     APPROX. 1.4 KM 2622333.4 |
 LX5346| LX5354 NEW LONDON SNETC MICROWAVE          APPROX. 2.9 KM 2640346.7 |
 LX5346| CZ6757 MARQUARDT 2 RP 2                     13.373 METERS 27649     |
 LX5346| CZ6753 MARQUARDT 2 AZ MK                                  3194749.2 |
 LX5346| LX5165 GROTON STANDPIPE                    APPROX. 3.0 KM 3294829.2 |
 LX5346|---------------------------------------------------------------------|
 LX5346
 LX5346                          SUPERSEDED SURVEY CONTROL
 LX5346
 LX5346  NAD 83(1992)-  41 21 23.83864(N)    072 03 46.51206(W) AD(       ) 1
 LX5346  NAD 83(1986)-  41 21 23.83948(N)    072 03 46.51664(W) AD(       ) 1
 LX5346  NAD 27      -  41 21 23.49197(N)    072 03 48.24514(W) AD(       ) 1
 LX5346  NGVD 29 (07/19/86)   54.5    (m)          179.     (f) VERT ANG       
 LX5346
 LX5346.Superseded values are not recommended for survey control.
 LX5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5346.See file dsdata.txt to determine how the superseded data were derived.
 LX5346
 LX5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4569182510(NAD 83)
 LX5346_MARKER: DR = REFERENCE MARK DISK
 LX5346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5346_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5346+STABILITY: SURFACE MOTION
 LX5346
 LX5346  HISTORY     - Date     Condition        Report By
 LX5346  HISTORY     - 1975     MONUMENTED       NGS
 LX5346  HISTORY     - 1977     GOOD             NGS
 LX5346
 LX5346                          STATION DESCRIPTION
 LX5346
 LX5346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5346'STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF CENTER OF THE GOLD
 LX5346'STAR BRIDGE OVER THE THAMES RIVER, 1 MILE SOUTH-SOUTHEAST OF
 LX5346'THE JUNCTION OF INTERSTATE HIGHWAY 95, U.S. HIGHWAY 1 AND
 LX5346'STATE HIGHWAYS 12 AND 184, ALONG THE WEST SIDE OF U.S. HIGHWAY
 LX5346'1 AND ON TOP OF THE GREENTREE APARTMENT BUILDING NUMBER 369
 LX5346'WHICH IS OWNED BY ARCOM PROPERTIES, BROOKSIDE LANE, ESSEX,
 LX5346'CONNECTICUT.  PHONE NUMBER 203-767-0191.
 LX5346'
 LX5346'TO REACH THE STATION FROM THE CENTER OF THE GOLD STAR BRIDGE
 LX5346'OVER THE THAMES RIVER BETWEEN NEW LONDON AND GROTON, GO EAST
 LX5346'ON INTERSTATE HIGHWAY 95 FOR 0.45 MILE TO THE U.S. HIGHWAY 1
 LX5346'EXIT AT THE EAST END OF THE BRIDGE.  EXIT RIGHT AND GO EAST AND
 LX5346'SOUTH-SOUTHEAST ON HIGHWAY 1 FOR 1.1 MILES TO THE GREENTREE
 LX5346'APARTMENT BUILDINGS ON THE RIGHT AND THE STATION ON THE WEST
 LX5346'END OF BUILDING NUMBER 369 AS DESCRIBED.
 LX5346'
 LX5346'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LX5346'MARQUARDT 2 1971 NO 6 1975.  IT IS SET IN A SQUARE CONCRETE
 LX5346'BLOCK THAT IS BONDED TO THE ROOF AND PROJECTS ABOUT 3 INCHES
 LX5346'ABOVE THE ROOF SURFACE.  IT IS 44 FEET EAST OF THE NORTHWEST
 LX5346'CORNER OF THE BUILDING AND 40 FEET NORTHEAST OF THE SOUTHWEST
 LX5346'CORNER OF THE BUILDING.
 LX5346'
 LX5346'REFERENCE POINT 1 IS THE SOUTHWEST CORNER OF THE BUILDING.
 LX5346'
 LX5346'REFERENCE POINT 2 IS THE NORTHWEST CORNER OF THE BUILDING.
 LX5346'
 LX5346'AZIMUTH MARK, STAMPED MARQUARDT 2 1971 AZ MK 1975, IS A
 LX5346'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 LX5346'LARGE ROCK OUTCROP WHICH PROJECTS ABOUT 15 FEET ABOVE THE SOUTH
 LX5346'BOUND LANE OF INTERSTATE HIGHWAY 95.  IT IS 42 FEET NORTH OF
 LX5346'THE NORTH EDGE OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY
 LX5346'95, 22.5 FEET NORTHWEST OF A METAL STREET LIGHT POLE NUMBERED
 LX5346'589582 AND 2.6 FEET EAST OF A METAL WITNESS POST.
 LX5346'
 LX5346'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST
 LX5346'ON U.S. HIGHWAY 1 FOR 0.8 MILE TO AN ENTRANCE RAMP TO INTERSTATE
 LX5346'HIGHWAY 95 SOUTH.  TURN RIGHT AND FOLLOW RAMP FOR 0.1 MILE TO
 LX5346'THE JUNCTION OF STATE HIGHWAY 184.  CONTINUE WEST ON HIGHWAY 184
 LX5346'FOR 0.3 MILE TO THE MARK ON THE RIGHT ACROSS THE SOUTH BOUND
 LX5346'LANE OF INTERSTATE HIGHWAY 95 AS DESCRIBED.
 LX5346'
 LX5346'NOTE--THIS STATION WAS ESTABLISHED BECAUSE MARQUARDT 2 1971
 LX5346'COULD NOT BE BUILT OVER.  MARQUARDT 2 1971 IS NOT VISIBLE FROM
 LX5346'THIS STATION.  REFER TO DESCRIPTION TO MARQUARDT 2 1971 FOR
 LX5346'WRITE-UP OF SAID STATION.
 LX5346'
 LX5346'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LX5346
 LX5346                          STATION RECOVERY (1977)
 LX5346
 LX5346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JVD)
 LX5346'THE STATION, RP 1, AND RP 2 WERE RECOVERED IN GOOD CONDITIONS AS
 LX5346'ORIGINALLY DESCRIBED.  ENTRANCE TO THE ROOF TOP IS GAINED THROUGH A
 LX5346'SMALL HATCH IN THE STAIR WELL.  A SMALL LADDER IS NEEDED FOR THIS
 LX5346'PURPOSE.
 LX5346'
 LX5346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GROTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0170 ***********************************************************************
 LX0170  DESIGNATION -  MARQUARDT RM 2
 LX0170  PID         -  LX0170
 LX0170  STATE/COUNTY-  CT/NEW LONDON
 LX0170  USGS QUAD   -  NEW LONDON (1984)
 LX0170
 LX0170                         *CURRENT SURVEY CONTROL
 LX0170  ___________________________________________________________________
 LX0170* NAD 83(1986)-  41 21 23.     (N)    072 03 46.     (W)     SCALED    
 LX0170* NAVD 88     -        47.341  (meters)     155.32   (feet)  ADJUSTED  
 LX0170  ___________________________________________________________________
 LX0170  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX0170  DYNAMIC HT  -          47.325 (meters)     155.27  (feet)  COMP
 LX0170  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LX0170
 LX0170  VERT ORDER  -  FIRST     CLASS I
 LX0170
 LX0170.The horizontal coordinates were scaled from a topographic map and have
 LX0170.an estimated accuracy of +/- 6 seconds.
 LX0170
 LX0170.The orthometric height was determined by differential leveling
 LX0170.and adjusted by the National Geodetic Survey in June 1991..
 LX0170
 LX0170.The geoid height was determined by GEOID03.
 LX0170
 LX0170.The dynamic height is computed by dividing the NAVD 88
 LX0170.geopotential number by the normal gravity value computed on the
 LX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0170.degrees latitude (g = 980.6199 gals.).
 LX0170
 LX0170.The modeled gravity was interpolated from observed gravity values.
 LX0170
 LX0170;                    North         East    Units  Estimated Accuracy
 LX0170;SPC CT       -   210,720.      362,310.      MT  (+/- 180 meters Scaled)
 LX0170
 LX0170                          SUPERSEDED SURVEY CONTROL
 LX0170
 LX0170  NGVD 29 (??/??/92)   47.631  (m)          156.27   (f) ADJ UNCH    1 1
 LX0170
 LX0170.Superseded values are not recommended for survey control.
 LX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0170.See file dsdata.txt to determine how the superseded data were derived.
 LX0170
 LX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL457824(NAD 83)
 LX0170_MARKER: DR = REFERENCE MARK DISK
 LX0170_SETTING: 66 = SET IN ROCK OUTCROP
 LX0170_SP_SET: BEDROCK
 LX0170_STAMPING: MARQUARDT NO 2 1934
 LX0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0170+STABILITY: POSITION/ELEVATION WELL
 LX0170
 LX0170  HISTORY     - Date     Condition        Report By
 LX0170  HISTORY     - 1934     MONUMENTED       CGS
 LX0170  HISTORY     - 1965     GOOD             NGS
 LX0170  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0170  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0170
 LX0170                          STATION DESCRIPTION
 LX0170
 LX0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0170'1.2 MI NW FROM GROTON.
 LX0170'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 LX0170'OFFICE AT GROTON, NEAR THE INTERSECTION OF BROOKSHAVEN ROAD
 LX0170'AND THE HIGHWAY, SET ON THE TOP OF A LARGE MASS OF EXPOSED
 LX0170'BEDROCK, 323 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 136
 LX0170'FEET NORTHEAST OF THE STATION DESCRIBED AND ABOUT 3 FEET ABOVE
 LX0170'THE LEVEL OF THE HIGHWAY.
 LX0170
 LX0170                          STATION RECOVERY (1983)
 LX0170
 LX0170'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0170'MARK NOT FOUND.
 LX0170
 LX0170                          STATION RECOVERY (1988)
 LX0170
 LX0170'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0169 ***********************************************************************
 LX0169  DESIGNATION -  MARQUARDT RM 3
 LX0169  PID         -  LX0169
 LX0169  STATE/COUNTY-  CT/NEW LONDON
 LX0169  USGS QUAD   -  NEW LONDON (1984)
 LX0169
 LX0169                         *CURRENT SURVEY CONTROL
 LX0169  ___________________________________________________________________
 LX0169* NAD 83(1986)-  41 21 23.     (N)    072 03 46.     (W)     SCALED    
 LX0169* NAVD 88     -        46.829  (meters)     153.64   (feet)  ADJUSTED  
 LX0169  ___________________________________________________________________
 LX0169  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX0169  DYNAMIC HT  -          46.813 (meters)     153.59  (feet)  COMP
 LX0169  MODELED GRAV-     980,277.4   (mgal)                       NAVD 88
 LX0169
 LX0169  VERT ORDER  -  FIRST     CLASS I
 LX0169
 LX0169.The horizontal coordinates were scaled from a topographic map and have
 LX0169.an estimated accuracy of +/- 6 seconds.
 LX0169
 LX0169.The orthometric height was determined by differential leveling
 LX0169.and adjusted by the National Geodetic Survey in June 1991..
 LX0169
 LX0169.The geoid height was determined by GEOID03.
 LX0169
 LX0169.The dynamic height is computed by dividing the NAVD 88
 LX0169.geopotential number by the normal gravity value computed on the
 LX0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0169.degrees latitude (g = 980.6199 gals.).
 LX0169
 LX0169.The modeled gravity was interpolated from observed gravity values.
 LX0169
 LX0169;                    North         East    Units  Estimated Accuracy
 LX0169;SPC CT       -   210,720.      362,310.      MT  (+/- 180 meters Scaled)
 LX0169
 LX0169                          SUPERSEDED SURVEY CONTROL
 LX0169
 LX0169  NGVD 29 (??/??/92)   47.120  (m)          154.59   (f) ADJ UNCH    1 1
 LX0169
 LX0169.Superseded values are not recommended for survey control.
 LX0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0169.See file dsdata.txt to determine how the superseded data were derived.
 LX0169
 LX0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL457824(NAD 83)
 LX0169_MARKER: DR = REFERENCE MARK DISK
 LX0169_SETTING: 80 = SET IN A BOULDER
 LX0169_SP_SET: BOULDER
 LX0169_STAMPING: MARQUARDT NO 3 1934
 LX0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0169+STABILITY: SURFACE MOTION
 LX0169
 LX0169  HISTORY     - Date     Condition        Report By
 LX0169  HISTORY     - 1934     MONUMENTED       CGS
 LX0169  HISTORY     - 1965     GOOD             NGS
 LX0169  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0169  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0169
 LX0169                          STATION DESCRIPTION
 LX0169
 LX0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0169'1.2 MI NW FROM GROTON.
 LX0169'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 LX0169'OFFICE AT GROTON, ON THE PROPERTY OF MR. A.C. MARQUARDT,
 LX0169'NEAR THE INTERSECTION OF U.S. HIGHWAY 1 AND BROOKHAVEN ROAD,
 LX0169'SET ON THE TOP OF A 10-BY-8-FOOT BOULDER WHICH PROJECTS 3 1/2
 LX0169'FEET ABOVE THE LEVEL OF THE GROUND, 230 FEET WEST OF THE CENTER
 LX0169'LINE OF THE HIGHWAY, 59 FEET NORTHEAST OF THE NORTHWEST CORNER
 LX0169'OF A CHICKEN HOUSE, 213 FEET NORTHWEST OF POWER LINE POLE NO.
 LX0169'65S, 129.5 FEET EAST-SOUTHEAST OF THE STATION DESCRIBED AND 140
 LX0169'FEET SOUTHEAST OF RM 2.
 LX0169
 LX0169                          STATION RECOVERY (1983)
 LX0169
 LX0169'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0169'MARK NOT FOUND.
 LX0169
 LX0169                          STATION RECOVERY (1988)
 LX0169
 LX0169'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3779 ***********************************************************************
 LX3779  DESIGNATION -  MARSH
 LX3779  PID         -  LX3779
 LX3779  STATE/COUNTY-  CT/FAIRFIELD
 LX3779  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3779
 LX3779                         *CURRENT SURVEY CONTROL
 LX3779  ___________________________________________________________________
 LX3779* NAD 83(1996)-  41 04 46.63948(N)    073 24 34.99648(W)     ADJUSTED  
 LX3779* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 LX3779  ___________________________________________________________________
 LX3779  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LX3779  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX3779
 LX3779  HORZ ORDER  -  THIRD
 LX3779
 LX3779.The horizontal coordinates were established by classical geodetic methods
 LX3779.and adjusted by the National Geodetic Survey in August 1998..
 LX3779
 LX3779.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3779
 LX3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3779
 LX3779.The geoid height was determined by GEOID03.
 LX3779
 LX3779;                    North         East     Units Scale Factor Converg.
 LX3779;SPC CT       -   179,963.994   249,361.434   MT  1.00001434   -0 26 14.8
 LX3779;SPC CT       -   590,431.87    818,113.30   sFT  1.00001434   -0 26 14.8
 LX3779;UTM  18      - 4,548,814.297   633,586.175   MT  0.99981963   +1 02 42.5
 LX3779
 LX3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3779!SPC CT       -   1.00000445  x   1.00001434  =   1.00001879
 LX3779!UTM  18      -   1.00000445  x   0.99981963  =   0.99982408
 LX3779
 LX3779:                Primary Azimuth Mark                     Grid Az
 LX3779:SPC CT       -  SPRITE ISLAND FLAGSTAFF                  064 58 05.6
 LX3779:UTM  18      -  SPRITE ISLAND FLAGSTAFF                  063 29 08.3
 LX3779
 LX3779|---------------------------------------------------------------------|
 LX3779| PID    Reference Object                     Distance      Geod. Az  |
 LX3779|                                                           dddmmss.s |
 LX3779| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 2.6 KM 0643150.8 |
 LX3779| LX3791 ROUND BEACH BEACON                  APPROX. 0.8 KM 0982626.9 |
 LX3779| LX3785 GRASSY HAMMOCK BEACON               APPROX. 2.2 KM 0983057.8 |
 LX3779| CB4649 MARSH RM 2                                         12233     |
 LX3779| LX3793 CHIMONS ISLAND 2                    APPROX. 2.0 KM 1293242.6 |
 LX3779| LX3790 LONG BEACH BEACON                   APPROX. 0.8 KM 1544336.9 |
 LX3779| CB4648 MARSH RM 1                                         34838     |
 LX3779| CB4650 MARSH RM 3                                         35335     |
 LX3779|---------------------------------------------------------------------|
 LX3779
 LX3779                          SUPERSEDED SURVEY CONTROL
 LX3779
 LX3779  NAD 83(1992)-  41 04 46.63902(N)    073 24 34.99476(W) AD(       ) 3
 LX3779  NAD 83(1986)-  41 04 46.64021(N)    073 24 34.99741(W) AD(       ) 3
 LX3779  NAD 27      -  41 04 46.29500(N)    073 24 36.56900(W) AD(       ) 3
 LX3779  NGVD 29 (10/23/89)    2.     (m)            7.     (f) VERT ANG       
 LX3779
 LX3779.Superseded values are not recommended for survey control.
 LX3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3779.See file dsdata.txt to determine how the superseded data were derived.
 LX3779
 LX3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3358648814(NAD 83)
 LX3779_MARKER: DS = TRIANGULATION STATION DISK
 LX3779_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX3779_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LX3779_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3779
 LX3779  HISTORY     - Date     Condition        Report By
 LX3779  HISTORY     - 1932     MONUMENTED       CGS
 LX3779  HISTORY     - 1959     GOOD             CGS
 LX3779  HISTORY     - 1960     GOOD             CGS
 LX3779  HISTORY     - 1961     GOOD             CGS
 LX3779  HISTORY     - 1961     GOOD             CGS
 LX3779  HISTORY     - 1964     GOOD             CGS
 LX3779  HISTORY     - 1965     GOOD             CGS
 LX3779  HISTORY     - 1968     GOOD             CGS
 LX3779  HISTORY     - 1974     GOOD             CTGS
 LX3779  HISTORY     - 1983     GOOD             NGS
 LX3779
 LX3779                          STATION DESCRIPTION
 LX3779
 LX3779'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3779'IN THE VICINITY OF THE UNRECOVERED STATION WEST MARSH-1882 ON
 LX3779'THE W SIDE OF NORWALK HARBOR ABOUT 35 METERS W OF A NEW ROCK
 LX3779'AND CEMENT SEA WALL AND ABOUT 55 METERS S OF A BROKEN-DOWN STONE
 LX3779'WALL WHICH FRONTS THE SOUTHERNMOST ROW OF HOUSES IN THE SUMMER
 LX3779'COLONY OF HARBOR VIEW.  THE CENTER OF A ROUGH, DIRT ROAD LIES
 LX3779'4 METERS E OF THE STATION.
 LX3779'
 LX3779'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 LX3779'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX3779'CONCRETE.
 LX3779'
 LX3779'REFERENCE MARK NO.1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 LX3779'IN THE CENTER OF THE TOP OF THE SEA WALL 48.30 METERS NE FROM
 LX3779'THE STATION.  REFERENCE MARK NO.2 - SAME AS NO.1 - IS 40.40
 LX3779'METERS FROM THE STATION ON RANGE WITH THE NE TANGENT OF CHIMONS
 LX3779'ISLAND.  THE DISTANCE FROM REFERENCE MARK NO.1 TO REFERENCE MARK
 LX3779'NO.2 IS 46.105 METERS.  REFERENCE MARK NO.3 IS A KNOB 1 INCH IN
 LX3779'DIAMETER CHISELED IN THE CENTER OF A SHALLOW 3-INCH TRIANGLE IN
 LX3779'THE VERTICAL S FACE OF A ROCK 1 FOOT BELOW THE TOP AND 6
 LX3779'INCHES FROM THE E END OF A SHORT SECTION OF ROCK AND CEMENT
 LX3779'WALL S OF A YELLOW COTTAGE WITH A WOOD-SHINGLE ROOF AND A
 LX3779'SMALL, SQUARE WINDOW IN THE S GABLE.  DISTANCE TO STATION
 LX3779'IS 58.21 METERS.
 LX3779
 LX3779                          STATION RECOVERY (1959)
 LX3779
 LX3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3779'STATION RECOVERED IN EXCELLENT CONDITION.  IT IS 4 METERS W OF
 LX3779'CENTER OF A ROUGH DIRT ROAD AND APPROXIMATELY 58.21 METERS S OF
 LX3779'A ROCK AND CEMENT WALL.  THE YELLOW COTTAGE IS NOW PAINTED GRAY
 LX3779'AND THE WOODEN SHINGLE ROOF IS NOW COVERED WITH DARK GRAY
 LX3779'COMPOSITION SHINGLES.  THE COTTAGE IS THE ONLY ONE HAVING A
 LX3779'SMALL SQUARE WINDOW IN THE SOUTH GABLE.  THE WINDOW NOW HAS A
 LX3779'HORIZONTAL WOODEN LOUVRE BOARDS FOR VENTILATION.  A TALL PRIVET
 LX3779'HEDGE RUNNING N AND S IS E OF THE COTTAGE.  STATION IS PLAINLY
 LX3779'STAMPED MARSH 1932 AND THE TOP OF CIRCULAR TILE, CEMENT, AND
 LX3779'DISK IS ABOUT ONE INCH ABOVE THE GRASSY FIRM GROUND AT DIRT ROAD
 LX3779'LEVEL.  A TWO-PRONGED WILD CHERRY TREE ABOUT 10 OR 12 FEET HIGH
 LX3779'IS 8.67 FEET E OF STATION.  IT IS ALSO 143 FEET N ALONG OLD
 LX3779'DIRT ROAD TO CENTER OF A SHORT CONCRETE DRIVEWAY LEADING TO
 LX3779'GARAGE, W OF AND THE ATTACHED TO A NEW AND SOUTHERNMOST COTTAGE
 LX3779'IN THE SUMMER COLONY.
 LX3779'
 LX3779'R.M. 1 AND R.M. 2 ARE DEFINITELY GONE.  TRACE OF HEAVY ROCK BASE
 LX3779'OF OLD SEA WALL REMAINS, AND DISTANCES FROM STATION CHECK CLOSELY
 LX3779'WITH OLD SEA WALL BASE ROCKS, FIRMLY EMBEDDED IN SAND.  HEAVY
 LX3779'CONCRETE SLAB SECTIONS WHICH WERE ON TOP OF THE SEA WALL ROCK BASE
 LX3779'LIE A FEW FEET W OF THE ROCKS, AND ARE UPSIDE DOWN, PARTLY BURIED
 LX3779'IN SAND.
 LX3779
 LX3779                          STATION RECOVERY (1960)
 LX3779
 LX3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3779'FOUND STATION IN EXCELLENT CONDITION.  R.M. 1 AND R.M. 2 ARE
 LX3779'DEFINITELY GONE.  R.M. 3 WAS NOT FOUND.
 LX3779'
 LX3779'TO REACH FROM THE OVERHEAD RAILROAD BRIDGE AT MAIN AND
 LX3779'WASHINGTON STS., JUST E OF SOUTH NORWALK R.R. STATION.  GO S ON
 LX3779'SO. MAINE ST. 0.4 MILE.  FORK LEFT (SE) AND FOLLOW WOODWARD AVE.,
 LX3779'SE AND S FOR 1.0 MILE TO A LEFT TURN AT A NEW STEEL WIRE FENCE
 LX3779'CORNER (NW CORNER OF CONN L AND P CO. PROPERTY).  FROM HERE GO
 LX3779'EASTERLY ALONG ROAD ON N SIDE OF FENCE FOR 0.3 MILE TO A NEW
 LX3779'GATE AT HARBOR VIEW.  GO 0.1 MILE STRAIGHT AHEAD TO STUCCO
 LX3779'HOUSE AT END OF RIGHT SIDE OF LONGSHORE AVE. PARK.  WALK S ON
 LX3779'SHORE WALK.  PASS E OF E END OF STEEL WIRE FENCE.  THEN GO
 LX3779'ALONG S SIDE OF FENCE TO OLD ROUGH ROAD, TURN LEFT (S) AND GO
 LX3779'ABOUT 138 FEET TO STATION.
 LX3779
 LX3779                          STATION RECOVERY (1961)
 LX3779
 LX3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3779'PLEASE SEE MY 1/14/60 REPORT WHICH REMAINS CORRECT.  11/16/61,
 LX3779'REVISITED STATION AND FOUND IT IN EXCELLENT CONDITION.  IDENTIFYING
 LX3779'CHERRY TREE IS STILL HERE IN GOOD CONDITION, BUT SOMETHING NEW
 LX3779'HAS BEEN ADDED, FAIRLY RECENTLY.  A BEVELED EDGED CONCRETE POST,
 LX3779'ABOUT 4 IN SQUARE, AND 2-1/2 FT. HIGH (ABOVE GROUND LEVEL), IS
 LX3779'NOW STANDING VERTICALLY, ABOUT 2-1/2 FT. W X N OF MARSH.  SOIL
 LX3779'AT BASE OF POST HAS NOT YET HAD A CHANCE TO GROW GRASS.
 LX3779'
 LX3779'11/30/61, VISITED POWER STATION NEAR MANRISSA ID. STACK.  SAW OLD
 LX3779'FRIEND SGT. CUTBILL WHO INTRODUCED ME TO WM. PAGRAM, JOB ENGINEER,
 LX3779'AND TO HOLLIS HUGINS, SUPT. (THE BOSS MAN) OF THE POWER
 LX3779'STATION.  LATTER SAID THE NEW CONCRETE POST WAS INSTALLED ONLY
 LX3779'FOR EASY-FINDING OF MARSH, WHICH, IN MID-SUMMER IS SURROUNDED BY
 LX3779'RATHER HIGH GRASS, MAKING THE STATION, AT GROUND LEVEL, NOT TOO
 LX3779'EASY TO FIND, IF THE WILD CHERRY TREE SHOULD BE DESTROYED.
 LX3779'GRASS AND ALL TALL WEEDS IN THE STATION AREA HAVE BEEN CUT DOWN
 LX3779'TO ELIMINATE A POSSIBLE FIRE HAZARD.  THERE ARE NO
 LX3779'IDENTIFYING MARKS OR SYMBOLS ON THE NEW CONCRETE POST, WHICH WAS
 LX3779'SET IN PLACE, ABOUT 10/15/61.
 LX3779
 LX3779                          STATION RECOVERY (1961)
 LX3779
 LX3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3779'STATION FOUND IN EXCELLENT CONDITION.  COULD NOT LOCATE
 LX3779'R.M. 3.  REMEASURED THE ANGLE FROM CHIMON ISLAND 2 TO
 LX3779'R.M. 3.  ROCK AND CEMENT WALL IN PLACE, BUT IS HEAVILY MATTED OVER
 LX3779'WITH THICK, LOW VINES, WHICH I COULD NOT PENETRATE.  PUT
 LX3779'A RED-TOPPED STAKE IN GROUND, ABOUT 3 FEET S OF WALL, AS A FUTURE
 LX3779'GUIDE FOR CUTTING AWAY TO REACH THE BARE WALL.  THE STAKE IS
 LX3779'ALSO ON LINE WITH WESTERN FACE OF TALL, WIDE HEDGE, WHICH IS ON THE
 LX3779'EASTERN PROPERTY LINE OF THE SQUARE WINDOW COTTAGE.
 LX3779
 LX3779                          STATION RECOVERY (1964)
 LX3779
 LX3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHO)
 LX3779'SEE C.H.O. RECOVERY REPORT OF 8/26/63, AND C.H.O.S SKETCH OF
 LX3779'STATION AREA, 6/28/63, WITH DETAILS AT STATION MARSH.
 LX3779'
 LX3779'ON 9/9/64, I REVISITED MARSH AND FOUND IT IN EXCELLENT CONDITION,
 LX3779'WITHIN ITS 3 FT. DIAMETER, OPEN-TOP, CONCRETE PIPE, WHICH PROTECTS
 LX3779'IT.
 LX3779'
 LX3779'TO BRING THE 6/28/63 SKETCH UP TO DATE, THE FOLLOWING OBJECTS
 LX3779'HAVE BEEN PERMANENTLY REMOVED--
 LX3779'
 LX3779'WILD CHERRY TREE, 7 FT. E OF MARSH
 LX3779'
 LX3779'B.M. B, 66.89 FT. E X S FROM MARSH
 LX3779'
 LX3779'5 FT. SQUARE WOODEN STRUCTURE--TEMPORARY PROTECTION FOR MARSH
 LX3779'
 LX3779'THIS LEAVES THREE USEABLE R.M.S--
 LX3779'
 LX3779'R.M. NO. 3 (1932).  58.21 METERS (191.0 FT.).  224 DEG 02 MIN 00
 LX3779'SEC CLOCKWISE FROM CHIMON ID. 2.
 LX3779'
 LX3779'B.M. A (WHICH IS A R.M.).  122.25 FT.  91 DEG 53 MIN 13 SEC
 LX3779'COUNTERCLOCKWISE FROM CHIMON ID. 2.
 LX3779'
 LX3779'CONCRETE POST, SET BY U.E. AND C. ENGINEERS, 2.5 FT. W X N TRUE
 LX3779'FROM MARSH--TOO NEAR FOR R.M. PURPOSES.
 LX3779'
 LX3779'ALSO, THE RANGE LINE CONNECTING GRASSY HAMMOCKS F1 R, AND LIGHT W
 LX3779'OF ROUND BEACH F1 2-1/2 SEC, NOTED IN MY 8/26/63 RECOV. REPORT,
 LX3779'MIGHT BE HELPFUL.
 LX3779'
 LX3779'SINGLE-WIDTH ROADWAY AND DIKE (NOW ADJOINING S SIDE OF 6 FT WIRE
 LX3779'FENCE, N OF MARSH) IS SLIGHTLY ELEVATED ABOVE AVERAGE GROUND
 LX3779'LEVEL--ITS BASE IS OF HEAVY ROCKS, COVERED BY COARSE-CRUSHED STONE,
 LX3779'AND TOPPED WITH COARSE GRAVEL.  THIS DIKE-ROADWAY LEADS ELY FROM
 LX3779'THE ROAD (LEADING S TO POWER STATION STACK) TO THE RIP-RAP
 LX3779'PROTECTING E FACE OF THE C.L. AND P. PROPERTY.  DIKE ROADWAY IS
 LX3779'NOT FOR USE BY THE PUBLIC.
 LX3779'
 LX3779'MARSH IS IN THE NE CORNER OF THE C.L. AND P. PROPERTY ON WHICH
 LX3779'THE NORWALK HARBOR STATION (ITS OFFICIAL NAME) IS LOCATED.  BEST
 LX3779'1964 TO REACH DIRECTIONS ARE--FROM THE NORWALK-SOUTH NORWALK
 LX3779'R.R. STATION, GO S 0.4 MILE ON SOUTH MAIN ST. TO A LEFT FORK WHICH
 LX3779'IS WOODWARD AVE.  HERE, GO SSE AND SLY ON WOODWARD FOR 1.0 MILE,
 LX3779'WHERE WOODWARD CURVES RATHER SHARPLY TO THE LEFT (E), AND LEADS
 LX3779'INTO A NEW ELY-HEADING, BLACK-TOP ROAD, SKIRTING THE N SIDE OF CL
 LX3779'AND P PROPERTY.  CONTINUE ELY, PASSING ON YOUR RIGHT THE ROAD
 LX3779'LEADING SLY TO THE STATIONS HIGH STACK.  AND AS YOU APPROACH
 LX3779'THE HARBOR ID. AREA, HEADING E, KEEP SOUTHERNMOST ROW OF
 LX3779'COTTAGES TO YOUR IMMEDIATE RIGHT, AND CONTINUE TO WATER-FRONT
 LX3779'END OF ROAD.  PARK CAR HERE.  (THIS SPOT IS 0.4 MILE E OF WOODWARD
 LX3779'AVE. SHARP ELY TURN).  THEN WALK S ON WIDE, CONCRETE
 LX3779'SIDEWALK, AND PASS AROUND E END OF CL AND P WIRE FENCE.  HERE,
 LX3779'HEAD SWLY TO R.M. (B.M.A), AND AGAIN SWLY TO CONCRETE PIPE
 LX3779'PROTECTING MARSH.
 LX3779
 LX3779                          STATION RECOVERY (1965)
 LX3779
 LX3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CHO)
 LX3779'STATION IS IN EXCELLENT CONDITION, INSIDE ITS 3 FT. DIAM. CONCRETE
 LX3779'PIPE, WHICH EXTENDS ABOUT 3 FT 8 IN ABOVE GROUND LEVEL.  THIS
 LX3779'HOLLOW CONCRETE PIPE NOW HAS A HEAVY SAND-FILLED CONCRETE COVER
 LX3779'WITH LIFTING RING IN ITS TOP CENTER, TO PRESERVE STATION FROM
 LX3779'POSSIBLE VANDALISM.  YOUNGSTERS WERE SEEN PLAYING NEAR MARSH,
 LX3779'THIS PAST SUMMER.  NEW COVER IS TOO HEAVY FOR EVEN SEVERAL
 LX3779'YOUNGSTERS TO LIFT.  THE NORWALK HARBOR STATION HAS A TRUCK
 LX3779'AVAILABLE WITH POWER CHAIN HOIST TO LIFT, AND REPLACE, COVER, IF
 LX3779'DESIRED.
 LX3779'
 LX3779'SUGGEST, IF ACCREDITED ENGINEERS WISH TO USE MARSH, THEY PHONE
 LX3779'NORWALK HARBOR STATION, CL AND P, WHO WILL BE GLAD TO UNCOVER AND
 LX3779'RE-COVER MARSH.  FOR SECONDARY TRIANGULATION, THEODOLITE SET-UP
 LX3779'OVER CENTER OF HEAVY COVER MIGHT SERVE ALL PRACTICAL
 LX3779'PURPOSES--CONCRETE PIPE WAS CAREFULLY SET CONCENTRIC WITH CENTER
 LX3779'OF DISK, WHICH IS IN ITS ORIGINAL 1932 POSITION, AND WELL
 LX3779'PROTECTED.
 LX3779'
 LX3779'B.M.(=R.M.) A IS IN POSITION, AS PER C.H.O.S 6/28/63 SKETCH--122.25
 LX3779'FT. NE OF MARSH, AND 91 DEG 53 MIN 13 SEC COUNTERCLOCKWISE
 LX3779'FROM CHIMON 2 (ANGLE MEASURED AT MARSH).  6/28/63 C.H.O. SKETCH
 LX3779'SHOWED A SOUTH OF THE 6 FT WIRE FENCE.  THIS PAST SUMMER, CL AND P
 LX3779'ENGINEERS REMOVED A PORTION OF THE EN END OF THE N BOUNDARY
 LX3779'FENCE.  THEN, RELOCATED THE WIRE FENCE IN AN ESELY DIRECTION, SO
 LX3779'THAT A IS NOW ABOUT 17 FT. N OF THE 1965 FENCE LOCATION.  AT
 LX3779'THE WATERS EDGE, THE 65 FENCE TURNS SHARPLY S X E, ALONG THE
 LX3779'BOULDERS AND RIP-RAP WHICH FORMS THE E N BOUNDARY OF CL AND P
 LX3779'PROPERTY.  THEREBY MAKING ACCESS TO MARSH DIFFICULT
 LX3779'FROM THE E--DONE PURPOSELY TO PREVENT YOUNGSTERS FROM DISTURBING
 LX3779'MARSH.
 LX3779'
 LX3779'TODAY, 11/9/65, CAREFULLY MEASURED DISTANCES WITH C AND GS METRIC
 LX3779'TAPE--SEE 11/9/65 ROUGH SKETCH SHOWING PRESENT DETAILS AT
 LX3779'MARSH.  A IS IN VERY GOOD CONDITION.  SE CORNER OF CONCRETE
 LX3779'FOUNDATION OF GRAY HOUSE SHOULD LAST FOR YEARS.
 LX3779'
 LX3779'SURVEY CAR OR TRUCK CAN DRIVE TO A POSITION N OF MARSH, AND S OF
 LX3779'THE N BOUNDARY FENCE.  START FROM OFFICE PORTION OF POWER STATION
 LX3779'(E OF, AND ADJOINING THE TALL STACK).  GO E TOWARD NORWALK HARBOR
 LX3779'TO ROCK BALLAST ROAD ATOP THE E DYKE.  THEN N ALONG DYKE ROAD TO
 LX3779'STATION MARSH.  POWER STATION OFFICIALS ARE VERY COURTEOUS.
 LX3779
 LX3779                          STATION RECOVERY (1968)
 LX3779
 LX3779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CHO)
 LX3779'VISITED THE STATION.  ALL APPEARS TO BE IN GOOD SHAPE.  TEEN-AGERS
 LX3779'HAVE TRIED TO CHIP THE CONCRETE COVER, BUT IT IS ALMOST
 LX3779'IMPREGNABLE.  ON THE NORTH TOP SIDE, CHIPPING MARKS SHOW, BUT THE
 LX3779'COVER IS WATERTIGHT.  TALL MARSH GRASS WAS ALMOST CHEST-HIGH AT
 LX3779'THE STATION.
 LX3779'
 LX3779'LATER, SAW SUPT. SUGRUE AT THE POWER STATION.  HIS MEN INSPECT THE
 LX3779'TRIANGULATION STATION AREA, OCCASIONALLY, BECAUSE THEY VALUE THE
 LX3779'MARK.
 LX3779'
 LX3779'HE SAID THAT IF A C AND GS MAN HAD TO SET UP A THEODOLITE EXACTLY
 LX3779'OVER THE CENTER OF THE BRONZE DISK, HIS MEN HAVE A POWER-LIFT TRUCK
 LX3779'WHICH CAN REMOVE THE HEAVY COVER.  FOR NON-EXACT WORK, THE CENTER
 LX3779'OF THE COVER IS VERTICALLY OVER THE CENTER OF THE STATION DISK.
 LX3779
 LX3779                          STATION RECOVERY (1974)
 LX3779
 LX3779'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974 (AK)
 LX3779'MARSH 1932 EXCELLENT
 LX3779'
 LX3779'STATION IS INSIDE OF A 4 FOOT WIDE CIRCULAR CONCRETE SHELL THAT
 LX3779'PROTRUDES UP ABOUT 2 OR 3 FEET ABOVE THE GROUND.  IT IS 153 FEET
 LX3779'NORTHWEST OF THE WOVEN WIRE FENCE END POST.  102 FEET SOUTHWEST
 LX3779'OF SAME WIRE FENCE AND 66 FEET SOUTHWEST OF CENTERLINE OF 10 FOOT
 LX3779'DIRT ROAD AT EDGE OF COOLING FIELD.
 LX3779'
 LX3779'TO REACH FROM THE INTERSECTION OF WEST AVE. AND I-95 IN THE CENTER
 LX3779'OF NORWALK, GO SOUTH ON WEST AVE. FOR 0.31 MILE AND BEAR LEFT ONTO
 LX3779'SOUTH MAIN STREET FOR 0.60 MILE AND BEAR LEFT ONTO WOODWARD STREET,
 LX3779'CONTINUE SOUTHERLY ON WOODWARD STREET FOR 1.05 MILES TO THE
 LX3779'ENTRANCE TO CL AND P POWER PLANT.  TURN LEFT AND GO EAST FOR 0.18
 LX3779'MILE TO ENTRANCE TO HARBOR VIEW AREA.  STATION IS ABOUT 400
 LX3779'FEET SOUTHEAST OF ENTRANCE.
 LX3779
 LX3779                          STATION RECOVERY (1983)
 LX3779
 LX3779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3779'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE
 LX3779'CONCRETE CULVERT PIPE STILL SET AROUND IT.  NONE OF THE
 LX3779'REFERENCE MARKS WERE RECOVERED, NONE SET AT THIS TIME.
 LX3779'AN EDM TRAVERSE TIE WAS MADE TO STATION MANRESA WHICH
 LX3779'IS ON TOP OF THE CONNECTICUT LIGHT AND POWER COMPANY BUILDING.
 LX3779'A NEW TO REACH FOLLOWS.
 LX3779'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) SOUTH OF
 LX3779'NORWALK, 3.2 KM (2.0 MI) NORTH OF THE NARROW PART OF
 LX3779'SHEFFIELD ISLAND, 2.4 KM (1.5 MI) SOUTHEAST OF SOUTH NORWALK,
 LX3779'0.8 KM (0.5 MI) NORTH OF THE CONNECTICUT LIGHT AND POWER
 LX3779'COMPANY BUILDING AND SURROUNDED BY HIGH GRASS IN A DRY MARSH.
 LX3779'OWNERSHIP--CONNECTICUT LIGHT AND POWER HARBOR STATION,
 LX3779'POST OFFICE BOX 562, SOUTH NORWALK CT 06856,
 LX3779'PHONE 203-838-7583.
 LX3779'
 LX3779'TO REACH THE STATION FROM NORWALK CITY HALL, GO SOUTH ON
 LX3779'SOUTH MAIN STREET FOR 0.2 KM (0.1 MI) TO A RAILROAD
 LX3779'OVERPASS.  CONTINUE AHEAD SOUTH FOR 0.6 KM (0.4 MI) TO A
 LX3779'FORK.  KEEP LEFT GOING SOUTHEAST ON WOODWARD AVENUE FOR
 LX3779'1.8 KM (1.15 MI) TO A GATE AT THE ENTRANCE TO THE GENERATING
 LX3779'STATION.  PASS THROUGH GATE, THEN TURN LEFT ON THE ELEVATED
 LX3779'DIM ROAD (OLD SEAWALL) ALONG THE FENCE AND TREE LINE GOING
 LX3779'EASTERLY FOR 0.4 KM (0.25 MI) TO THE STATION ON RIGHT
 LX3779'(JUST BEFORE REACHING THE END OF FENCE) IN TALL MARSH GRASS.
 LX3779'
 LX3779'THE STATION IS A STANDARD NGS DISK
 LX3779'STAMPED---MARSH 1932---,
 LX3779'SET INTO THE TOP OF A CONCRETE PRECAST TILE PIPE
 LX3779'IMBEDDED IN THE GROUND, MARK IS BELOW GROUND LEVEL AND
 LX3779'THERE IS A CONCRETE CULVERT PIPE SET AROUND THE MARK TO PROTECT IT,
 LX3779'PROJECTING 1.2 METERS ABOVE THE STATION, THE CULVERT PIPE IS
 LX3779'0.94 METER IN DIAMETER.
 LX3779'IT IS LOCATED
 LX3779'41.1 METERS (135.0 FT) WEST FROM THE END OF A FENCE,
 LX3779'35.4 METERS (116.0 FT) SOUTH-SOUTHWEST FROM THE FENCE AND
 LX3779'21.0 METERS (69.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 LX3779'OF THE TRACK ROAD.
 LX3779'
 LX3779'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.0 METERS.
 LX3779'NO MARKS ESTABLISHED.
 LX3779'
 LX3779'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5991 ***********************************************************************
 LX5991  DESIGNATION -  MARTINS CHIMNEY
 LX5991  PID         -  LX5991
 LX5991  STATE/COUNTY-  CT/MIDDLESEX
 LX5991  USGS QUAD   -  DEEP RIVER (1971)
 LX5991
 LX5991                         *CURRENT SURVEY CONTROL
 LX5991  ___________________________________________________________________
 LX5991* NAD 83(1996)-  41 28 15.57069(N)    072 26 28.43169(W)     ADJUSTED  
 LX5991* NAVD 88     -                                                        
 LX5991  ___________________________________________________________________
 LX5991  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LX5991  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX5991
 LX5991  HORZ ORDER  -  THIRD
 LX5991
 LX5991.The horizontal coordinates were established by classical geodetic methods
 LX5991.and adjusted by the National Geodetic Survey in August 1998..
 LX5991
 LX5991
 LX5991.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5991
 LX5991.The geoid height was determined by GEOID03.
 LX5991
 LX5991;                    North         East     Units Scale Factor Converg.
 LX5991;SPC CT       -   223,263.462   330,592.663   MT  0.99998374   +0 12 17.0
 LX5991;SPC CT       -   732,490.21  1,084,619.43   sFT  0.99998374   +0 12 17.0
 LX5991;UTM  18      - 4,594,204.478   713,666.077   MT  1.00016186   +1 41 42.6
 LX5991
 LX5991                          SUPERSEDED SURVEY CONTROL
 LX5991
 LX5991  NAD 83(1992)-  41 28 15.56991(N)    072 26 28.43145(W) AD(       ) 4
 LX5991  NAD 83(1986)-  41 28 15.57159(N)    072 26 28.43401(W) AD(       ) 4
 LX5991  NAD 27      -  41 28 15.21200(N)    072 26 30.13900(W) AD(       ) 3
 LX5991
 LX5991.Superseded values are not recommended for survey control.
 LX5991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5991.See file dsdata.txt to determine how the superseded data were derived.
 LX5991
 LX5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1366694204(NAD 83)
 LX5991
 LX5991  HISTORY     - Date     Condition        Report By
 LX5991  HISTORY     - 1934     MONUMENTED       CGS
 LX5991  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5991  HISTORY     - 19900407 GOOD             USPSQD
 LX5991
 LX5991                          STATION DESCRIPTION
 LX5991
 LX5991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5991'ELIZABETH MARTINS HOUSE IS ON THE S SIDE OF THE ROAD THAT TURNS
 LX5991'TO THE EASTWARD OFF ROUTE 151, 3/4 MILE S OF THE EAST HADDAM
 LX5991'CONGREGATIONAL CHURCH.  THE HOUSE IS ABOUT 0.2 MILE E ON THIS ROAD.
 LX5991'
 LX5991'THE HOUSE IS SQUARE IN PLAN, TWO-STORIES HIGH, WITH A
 LX5991'PYRAMIDAL ROOF.  VARIEGATED COMPOSITION SHINGLES COVER THE ROOF
 LX5991'AND BROWN SHINGLES THE SIDES.  ONE SMALL DORMER PROJECTS THROUGH
 LX5991'EACH SIDE OF THE ROOF.  A SINGLE CEMENT COVERED CHIMNEY PROJECTS
 LX5991'AT THE APEX OF THE ROOF.
 LX5991'
 LX5991'CENTER IS THE CENTER LINE OF THIS CHIMNEY.  IT IS ABOUT 16
 LX5991'METERS S OF THE CENTER LINE OF THE ROAD.
 LX5991
 LX5991                          STATION RECOVERY (1984)
 LX5991
 LX5991'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5991'STATION SITE LOCATED.  DESCRIPTION IS ADEQUATE EXCEPT CHIMNEY AT APEX
 LX5991'OF ROOF HAS APPARENTLY BEEN REMOVED.
 LX5991
 LX5991                          STATION RECOVERY (1990)
 LX5991
 LX5991'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3398 ***********************************************************************
 LW3398  DESIGNATION -  MASON POINT
 LW3398  PID         -  LW3398
 LW3398  STATE/COUNTY-  CT/NEW LONDON
 LW3398  USGS QUAD   -  MYSTIC (1984)
 LW3398
 LW3398                         *CURRENT SURVEY CONTROL
 LW3398  ___________________________________________________________________
 LW3398* NAD 83(1996)-  41 19 16.28960(N)    071 58 10.59927(W)     ADJUSTED  
 LW3398* NAVD 88     -         5.2    (meters)      17.     (feet)  VERTCON   
 LW3398  ___________________________________________________________________
 LW3398  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 LW3398  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3398
 LW3398  HORZ ORDER  -  SECOND
 LW3398
 LW3398.The horizontal coordinates were established by classical geodetic methods
 LW3398.and adjusted by the National Geodetic Survey in August 1998..
 LW3398
 LW3398.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3398
 LW3398.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3398
 LW3398.The geoid height was determined by GEOID03.
 LW3398
 LW3398;                    North         East     Units Scale Factor Converg.
 LW3398;SPC CT       -   206,875.587   370,137.478   MT  0.99998998   +0 31 02.8
 LW3398;SPC CT       -   678,724.32  1,214,359.38   sFT  0.99998998   +0 31 02.8
 LW3398;SPC NY L     -   130,180.621   469,984.846   MT  1.00002866   +1 19 40.9
 LW3398;SPC NY L     -   427,100.92  1,541,941.95   sFT  1.00002866   +1 19 40.9
 LW3398;UTM  19      - 4,578,668.290   251,453.060   MT  1.00036033   -1 57 42.4
 LW3398;UTM  18      - 4,578,844.340   753,634.488   MT  1.00039178   +2 00 07.1
 LW3398
 LW3398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3398!SPC CT       -   1.00000399  x   0.99998998  =   0.99999397
 LW3398!SPC NY L     -   1.00000399  x   1.00002866  =   1.00003265
 LW3398!UTM  19      -   1.00000399  x   1.00036033  =   1.00036433
 LW3398!UTM  18      -   1.00000399  x   1.00039178  =   1.00039578
 LW3398
 LW3398|---------------------------------------------------------------------|
 LW3398| PID    Reference Object                     Distance      Geod. Az  |
 LW3398|                                                           dddmmss.s |
 LW3398| CB7874 MASON POINT RM 1                     18.950 METERS 03948     |
 LW3398| CB7875 MASON POINT RM 2                     26.178 METERS 09658     |
 LW3398| LW3402 GATES ISLAND CHIMNEY                APPROX. 0.7 KM 1623637.4 |
 LW3398| LX5266 PILING                              APPROX. 3.6 KM 2393528.3 |
 LW3398| LW3391 WHALE ROCK DAYBEACON                APPROX. 1.8 KM 2434311.9 |
 LW3398| LW3379 NOANK                               APPROX. 1.7 KM 2515047.8 |
 LW3398| LW3440 MASON POINT 1934 A PT                11.323 METERS 26614     |
 LW3398| LW3392 KNAPPS CUPOLA                       APPROX. 1.6 KM 2754949.7 |
 LW3398| LX5348 GROTON S STANDPIPE                  APPROX. 8.6 KM 2850612.7 |
 LW3398| LW3382 NOANK BLACK TANK                    APPROX. 1.4 KM 2873755.6 |
 LW3398| LW3390 NOANK SPIRE                         APPROX. 1.5 KM 2903800.6 |
 LW3398|---------------------------------------------------------------------|
 LW3398
 LW3398                          SUPERSEDED SURVEY CONTROL
 LW3398
 LW3398  NAD 83(1992)-  41 19 16.28833(N)    071 58 10.59831(W) AD(       ) 2
 LW3398  NAD 83(1986)-  41 19 16.28861(N)    071 58 10.60319(W) AD(       ) 2
 LW3398  NAD 27      -  41 19 15.93812(N)    071 58 12.33845(W) AD(       ) 2
 LW3398  NGVD 29 (07/19/86)    5.5    (m)           18.     (f) VERT ANG       
 LW3398
 LW3398.Superseded values are not recommended for survey control.
 LW3398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3398.See file dsdata.txt to determine how the superseded data were derived.
 LW3398
 LW3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5145378668(NAD 83)
 LW3398_MARKER: DS = TRIANGULATION STATION DISK
 LW3398_SETTING: 80 = SET IN A BOULDER
 LW3398_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3398+STABILITY: SURFACE MOTION
 LW3398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3398+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW3398
 LW3398  HISTORY     - Date     Condition        Report By
 LW3398  HISTORY     - 1934     MONUMENTED       CGS
 LW3398  HISTORY     - 1954     GOOD             CGS
 LW3398  HISTORY     - 1966     GOOD             CGS
 LW3398  HISTORY     - 1975     GOOD             NGS
 LW3398  HISTORY     - 20020213 GOOD             USPSQD
 LW3398
 LW3398                          STATION DESCRIPTION
 LW3398
 LW3398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3398'THE STATION IS LOCATED ON MASON POINT ON THE W SIDE OF MASON
 LW3398'ISLAND.  IT IS MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE
 LW3398'TOP OF A HUGE BOULDER 2.5 METERS HIGH AND 25 METERS NORTHERLY OF
 LW3398'THE SHORE LINE.  THE BOULDER IS THE MOST PROMINENT FEATURE OF THE
 LW3398'POINT.
 LW3398'
 LW3398'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN A
 LW3398'BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND NO.2 ARE
 LW3398'STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LW3398'NOTE 12A.
 LW3398'
 LW3398'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL HOLES
 LW3398'IN OUTCROPPING LEDGE N AND NE OF THE STATION RESPECTIVELY.
 LW3398'
 LW3398'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3398
 LW3398                          STATION RECOVERY (1954)
 LW3398
 LW3398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3398'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LW3398'ADEQUATE AND COMPLETE.
 LW3398
 LW3398                          STATION RECOVERY (1966)
 LW3398
 LW3398'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3398'RECOVERED AS DESCRIBED.
 LW3398'
 LW3398'75 FT. TO MHW LINE FROM STATION.
 LW3398'
 LW3398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3398'MASON ISLAND.
 LW3398
 LW3398                          STATION RECOVERY (1975)
 LW3398
 LW3398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3398'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LW3398'FOUND IN GOOD CONDITION.  THE ANGLES FROM STATION NOANK 1934 TO
 LW3398'THE REFERENCE MARKS CHECKED WITH THE 1954 OBSERVATIONS.  THE
 LW3398'DISTANCE TO REFERENCE MARK 1 CHECKED AND THE DISTANCE TO
 LW3398'REFERENCE MARK 2 WAS FOUND SHORTER BY 0.012 METER.  STATION
 LW3398'NOANK 1934 WAS USED FOR AN AZIMUTH MARK.  DUE TO CHANGES, A
 LW3398'COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3398'
 LW3398'THE STATION IS ABOUT 2-3/4 MILES WEST OF STONINGTON, 2 MILES
 LW3398'SOUTH OF MYSTIC, ON MASON POINT, ON THE SOUTHWEST SIDE OF MASON
 LW3398'ISLAND AND ON PROPERTY OWNED BY THE WELLS COLLEGE OF MASSACHUSETTS.
 LW3398'
 LW3398'TO REACH THE STATION FROM THE POST OFFICE IN MYSTIC, GO
 LW3398'EASTERLY ON U.S. HIGHWAY 1 FOR 0.8 MILE TO A CROSS ROAD,
 LW3398'HEWITT ROAD ON THE LEFT AND MASON ISLAND ROAD ON THE
 LW3398'RIGHT.  TURN RIGHT AND GO SOUTH ON MASON ISLAND ROAD FOR 1.0
 LW3398'MILE TO A STONE WALL ON EACH SIDE OF THE ROAD AND A SIGN,
 LW3398'MASON ISLAND COMPANY.  CONTINUE SOUTHERLY ON CHIPPECHAUG ROAD
 LW3398'FOR 0.6 MILE TO A CROSS ROAD.  CONTINUE SOUTHERLY ON NAUYAUG
 LW3398'ROAD FOR 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH
 LW3398'ON A PAVED ROAD FOR 0.2 MILE TO THE END OF THE ROAD AND A
 LW3398'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT AS DESCRIBED.
 LW3398'
 LW3398'STATION MARK, A STANDARD DISK STAMPED MASON POINT 1934, IS
 LW3398'CEMENTED IN A DRILL HOLE IN THE TOP OF A 8-FOOT BOULDER THAT
 LW3398'PROJECTS 7 FEET ABOVE THE GROUND SURFACE.  IT IS 171 FEET SOUTH
 LW3398'OF THE SOUTH END OF THE HOUSE, 119 FEET SOUTH OF THE SOUTH END
 LW3398'OF A DRIVEWAY, 71 FEET NORTHEAST OF THE HIGH WATER LINE, 27
 LW3398'FEET SOUTHEAST OF A 6-INCH PINE TREE AND 9 FEET WEST OF A FOOT
 LW3398'PATH LEADING TO THE BEACH.
 LW3398'
 LW3398'REFERENCE MARK 1, A STANDARD DISK STAMPED MASON POINT NO 1
 LW3398'1934, IS CEMENTED IN A DRILL HOLE IN A 20-FOOT ROCK OUTCROP
 LW3398'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 109 FEET SOUTH OF
 LW3398'THE SOUTH END OF THE HOUSE, 56 FEET SOUTH OF THE CENTER OF THE
 LW3398'DRIVEWAY, 46.5 FEET WEST OF THE EAST EDGE OF A CLEARING AND 10
 LW3398'FEET EAST OF THE WEST EDGE OF THE CLEARING.
 LW3398'
 LW3398'REFERENCE MARK 2, A STANDARD DISK STAMPED MASON POINT NO 2
 LW3398'1934, IS CEMENTED IN A DRILL HOLE IN A 10-FOOT ROCK OUTCROP
 LW3398'THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 116 FEET
 LW3398'SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 70 FEET NORTHWEST OF
 LW3398'THE HIGH WATER LINE AND 27 FEET SOUTHEAST OF THE EAST EDGE
 LW3398'OF THE CLEARING.
 LW3398'
 LW3398'AZIMUTH MARK, A STANDARD STATION MARK DISK STAMPED NOANK 1934,
 LW3398'IS CEMENTED IN A DRILL HOLE IN A LARGE ROCK LEDGE AND FLUSH
 LW3398'WITH THE ROCK SURFACE.  IT IS 56.5 FEET SOUTH OF THE SOUTHERN
 LW3398'MOST CORNER OF A TWO STORY STONE BLOCK HOUSE, 48.5 FEET
 LW3398'SOUTHWEST OF THE NORTHEAST END OF A CONCRETE SEAWALL, 37 FEET
 LW3398'NORTH OF THE HIGH WATER LINE AND 4.4 FEET SOUTH OF THE SEA WALL.
 LW3398'
 LW3398'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MYSTIC, GO
 LW3398'WEST ON U.S. HIGHWAY 1 FOR 0.25 MILE TO THE JUNCTION WITH
 LW3398'STATE HIGHWAY 215.  TURN LEFT AND GO SOUTHERLY ON HIGHWAY 215
 LW3398'FOR 2.4 MILES TO MOSHER STREET ON THE LEFT.  TURN LEFT AND GO
 LW3398'EASTERLY ON MOSHER STREET FOR 0.1 MILE TO A FORK, JUST
 LW3398'AFTER CROSSING A BRIDGE.  BEAR RIGHT AND CONTINUE SOUTHEAST
 LW3398'ON WARD AVENUE FOR 0.1 MILE TO THE JUNCTION WITH MAIN
 LW3398'STREET.  TURN LEFT AND GO EASTERLY ON MAIN STREET FOR 0.1 MILE
 LW3398'TO PEARL STREET ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 LW3398'PEARL STREET FOR 0.35 MILE TO THE END OF THE PAVED
 LW3398'ROAD.  CONTINUE SOUTHERLY ON A GRAVEL ROAD FOR 0.25 MILE TO
 LW3398'THE END OF THE ROAD AT A CIRCLE TURN AROUND AND A TWO
 LW3398'STORY STONE BLOCK HOUSE WHICH IS ON THE SOUTHERN MOST PART
 LW3398'OF MORGAN POINT AND THE MARK AS DESCRIBED.
 LW3398'
 LW3398'HEIGHT OF LIGHT ABOVE STATION MARK 4.3 FEET.
 LW3398'
 LW3398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3398'2 MILES SOUTH OF MYSTIC.
 LW3398
 LW3398                          STATION RECOVERY (2002)
 LW3398
 LW3398'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW3398'STA, RM1, RM2 1975 DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7601 ***********************************************************************
 LX7601  DESIGNATION -  MAST
 LX7601  PID         -  LX7601
 LX7601  STATE/COUNTY-  CT/NEW HAVEN
 LX7601  USGS QUAD   -  MOUNT CARMEL (1984)
 LX7601
 LX7601                         *CURRENT SURVEY CONTROL
 LX7601  ___________________________________________________________________
 LX7601* NAD 83(1996)-  41 25 42.85387(N)    072 57 00.95241(W)     ADJUSTED  
 LX7601* NAVD 88     -       224.0    (meters)     735.     (feet)  VERTCON   
 LX7601  ___________________________________________________________________
 LX7601  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 LX7601  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX7601
 LX7601  HORZ ORDER  -  FIRST
 LX7601
 LX7601.The horizontal coordinates were established by classical geodetic methods
 LX7601.and adjusted by the National Geodetic Survey in August 1998..
 LX7601
 LX7601.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7601
 LX7601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7601
 LX7601.The geoid height was determined by GEOID03.
 LX7601
 LX7601;                    North         East     Units Scale Factor Converg.
 LX7601;SPC CT       -   218,525.429   288,061.195   MT  0.99998481   -0 07 58.0
 LX7601;SPC CT       -   716,945.51    945,080.77   sFT  0.99998481   -0 07 58.0
 LX7601;UTM  18      - 4,588,361.797   671,269.060   MT  0.99996100   +1 21 23.8
 LX7601
 LX7601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7601!SPC CT       -   0.99996947  x   0.99998481  =   0.99995428
 LX7601!UTM  18      -   0.99996947  x   0.99996100  =   0.99993047
 LX7601
 LX7601|---------------------------------------------------------------------|
 LX7601| PID    Reference Object                     Distance      Geod. Az  |
 LX7601|                                                           dddmmss.s |
 LX7601| CR9703 MAST RM 1                            19.261 METERS 02217     |
 LX7601| CR9704 MAST RM 2                            21.985 METERS 11541     |
 LX7601|---------------------------------------------------------------------|
 LX7601
 LX7601                          SUPERSEDED SURVEY CONTROL
 LX7601
 LX7601  NAD 83(1992)-  41 25 42.85306(N)    072 57 00.95247(W) AD(       ) 1
 LX7601  NAD 83(1986)-  41 25 42.85480(N)    072 57 00.95536(W) AD(       ) 1
 LX7601  NAD 83(1986)-  41 25 42.85430(N)    072 57 00.95502(W) AD(       ) 1
 LX7601  NGVD 29 (01/16/90)  224.3    (m)          736.     (f) VERT ANG       
 LX7601
 LX7601.Superseded values are not recommended for survey control.
 LX7601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7601.See file dsdata.txt to determine how the superseded data were derived.
 LX7601
 LX7601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7126988362(NAD 83)
 LX7601_MARKER: DS = TRIANGULATION STATION DISK
 LX7601_SETTING: 66 = SET IN ROCK OUTCROP
 LX7601_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7601+STABILITY: POSITION/ELEVATION WELL
 LX7601
 LX7601  HISTORY     - Date     Condition        Report By
 LX7601  HISTORY     - 1982     MONUMENTED       NGS
 LX7601
 LX7601                          STATION DESCRIPTION
 LX7601
 LX7601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7601'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTHWEST OF
 LX7601'CHESHIRE, 6.4 KM (4 MI) NORTHWEST OF HAMDEN, 4 KM (2.5 MI)
 LX7601'EAST OF BETHANY, 4 KM (2.5 MI) SOUTH OF MOUNT SANFORD, 3.2 KM
 LX7601'(2 MI) WEST OF STATE HIGHWAY 10 AND NEAR A TRANSMISSION LINE
 LX7601'RIGHT-OF-WAY, PERMISSION NEEDED TO CROSS CONNECTICUT
 LX7601'LIGHT AND POWER COMPANY LAND.
 LX7601'OWNERSHIP--CAPITAL CITIES BROADCASTING CORPORATION,
 LX7601'135 COLLEGE STREET, NEW HAVEN CT 06510.
 LX7601'
 LX7601'TO REACH THE STATION FROM STATE HIGHWAYS 42 AND 69 JUNCTION,
 LX7601'WHICH IS ABOUT 4.8 KM (3 MI) NORTH-NORTHEAST OF BETHANY,
 LX7601'GO SOUTH ON HIGHWAY 69 FOR 1.5 KM (0.95 MI) TO A PAVED
 LX7601'ROAD LEFT.  TURN LEFT GOING EAST ON GAYLORD MTN ROAD FOR
 LX7601'2.4 KM (1.5 MI) TO A PAVED CROSSROAD AND OLD CEMETERY ON THE
 LX7601'LEFT.  CONTINUE EAST ON THE PAVED ROAD FOR 0.6 KM (0.35 MI)
 LX7601'TO A FORK.  KEEP RIGHT AND CONTINUE SOUTHERLY ON GAYLORD MTN
 LX7601'ROAD FOR 0.8 KM (0.5 MI) TO A NARROW ROAD RIGHT AT A
 LX7601'TRANSMISSION LINE CROSSING.  TURN RIGHT AND GO FOR ABOUT
 LX7601'25 METERS (82 FT) TO A TRACK ROAD LEFT THAT RUNS ALONG
 LX7601'THE TRANSMISSION LINE (FROM HERE YOU NEED 4-WHEEL-DRIVE,
 LX7601'THIS ROAD IS VERY ROUGH).
 LX7601'TURN LEFT GOING SOUTHWEST ON THE TRACK ROAD ALONG THE
 LX7601'TRANSMISSION LINE FOR 1 KM (0.6 MI) TO HIGH GROUND JUST
 LX7601'BEFORE REACHING A HIGH LINE TOWER.  TURN RIGHT AND GO
 LX7601'NORTHERLY FOR ABOUT 46 METERS (150 FT) TO THE STATION ON
 LX7601'A LOW ROCKY RIDGE COVERED WITH TREES.
 LX7601'
 LX7601'THE STATION IS A STANDARD NGS DISK
 LX7601'STAMPED---MAST 1982---,
 LX7601'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7601'15.79 METERS (51.8 FT) NORTH-NORTHWEST FROM A 15 CM TRIANGULAR
 LX7601'BLAZED OAK TREE,
 LX7601'14.02 METERS (46.0 FT) SOUTH-SOUTHWEST FROM A 6 CM CEDAR TREE,
 LX7601'12.5 METERS (41.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE HIGHEST
 LX7601'POINT OF A ROCK OUTCROP AND
 LX7601'10.97 METERS (36.0 FT) EAST FROM A 6 CM CEDAR TREE.
 LX7601'
 LX7601'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7601'STAMPED---MAST NO 1 1982---,
 LX7601'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7601'7.56 METERS (24.8 FT) EAST-NORTHEAST FROM A 6 CM CEDAR TREE.
 LX7601'MARK IS BELOW STATION 0.6 METER.
 LX7601'
 LX7601'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7601'STAMPED---MAST NO 2 1982---,
 LX7601'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7601'24.38 METERS (80.0 FT) NORTH FROM THE NORTH LEG OF A STEEL
 LX7601'TRANSMISSION TOWER,
 LX7601'7.8 METERS (25.6 FT) EAST FROM A 15 CM TRIANGULAR
 LX7601'BLAZED OAK TREE AND
 LX7601'2.5 METERS (8.2 FT) NORTH-NORTHEAST FROM A 6 CM TWIN-FORKED
 LX7601'CEDAR TREE.
 LX7601'MARK IS BELOW STATION 0.9 METERS.
 LX7601'
 LX7601'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.0 METERS.
 LX7601'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX7601'
 LX7601'DESCRIBED BY J.N. LEONHARDT, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6189 ***********************************************************************
 LX6189  DESIGNATION -  MATTHEWSONS FLAGSTAFF
 LX6189  PID         -  LX6189
 LX6189  STATE/COUNTY-  CT/MIDDLESEX
 LX6189  USGS QUAD   -  CLINTON (1984)
 LX6189
 LX6189                         *CURRENT SURVEY CONTROL
 LX6189  ___________________________________________________________________
 LX6189* NAD 83(1996)-  41 15 28.45713(N)    072 31 05.60305(W)     ADJUSTED  
 LX6189* NAVD 88     -                                                        
 LX6189  ___________________________________________________________________
 LX6189  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6189  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX6189
 LX6189  HORZ ORDER  -  THIRD
 LX6189
 LX6189.The horizontal coordinates were established by classical geodetic methods
 LX6189.and adjusted by the National Geodetic Survey in August 1998..
 LX6189
 LX6189
 LX6189.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6189
 LX6189.The geoid height was determined by GEOID03.
 LX6189
 LX6189;                    North         East     Units Scale Factor Converg.
 LX6189;SPC CT       -   199,578.057   324,224.867   MT  0.99999466   +0 09 13.3
 LX6189;SPC CT       -   654,782.34  1,063,727.75   sFT  0.99999466   +0 09 13.3
 LX6189;SPC NY L     -   122,232.066   424,178.938   MT  1.00002019   +0 58 09.1
 LX6189;SPC NY L     -   401,023.04  1,391,660.40   sFT  1.00002019   +0 58 09.1
 LX6189;UTM  18      - 4,570,358.023   707,914.125   MT  1.00013204   +1 38 13.9
 LX6189
 LX6189                          SUPERSEDED SURVEY CONTROL
 LX6189
 LX6189  NAD 83(1992)-  41 15 28.45621(N)    072 31 05.60282(W) AD(       ) 4
 LX6189  NAD 83(1986)-  41 15 28.45838(N)    072 31 05.60619(W) AD(       ) 4
 LX6189  NAD 27      -  41 15 28.11300(N)    072 31 07.24700(W) AD(       ) 3
 LX6189
 LX6189.Superseded values are not recommended for survey control.
 LX6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6189.See file dsdata.txt to determine how the superseded data were derived.
 LX6189
 LX6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0791470358(NAD 83)
 LX6189
 LX6189  HISTORY     - Date     Condition        Report By
 LX6189  HISTORY     - 1934     MONUMENTED       CGS
 LX6189  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6189  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX6189
 LX6189                          STATION DESCRIPTION
 LX6189
 LX6189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6189'E.C. MATTHEWSONS HOUSE IS ON THE EXTREMITY OF HAMMOCK POINT.  THE
 LX6189'HOUSE IS 2-1/2 STORIES HIGH WITH A 2-STORY PORCH EXTENDING
 LX6189'ALONG THE N, W AND E SIDES.  HOUSE IS PAINTED WHITE WITH GREEN
 LX6189'SHINGLED ROOF.  A SHORT TOWER WITH PYRAMID ROOF IS A PERMANENT
 LX6189'FEATURE OF THE HOUSE.  THE TOWER ROOF IS GREEN, ALSO, AND
 LX6189'HAS A SMALL WINDOW THROUGH EACH OF THE FOUR SIDES.  THERE
 LX6189'IS A FLAGSTAFF AT THE APEX OF THE TOWER ROOF.
 LX6189'
 LX6189'CENTER IS THE CENTER LINE OF THE BASE OF THIS STAFF.
 LX6189
 LX6189                          STATION RECOVERY (1960)
 LX6189
 LX6189'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6189'FLAGPOLE HAS BEEN REMOVED, THOUGH HOUSE REMAINS.
 LX6189
 LX6189                          STATION RECOVERY (1997)
 LX6189
 LX6189'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3611 ***********************************************************************
 LX3611  DESIGNATION -  MATYAS
 LX3611  PID         -  LX3611
 LX3611  STATE/COUNTY-  CT/LITCHFIELD
 LX3611  USGS QUAD   -  CORNWALL (1984)
 LX3611
 LX3611                         *CURRENT SURVEY CONTROL
 LX3611  ___________________________________________________________________
 LX3611* NAD 83(1996)-  41 46 58.46011(N)    073 20 39.04118(W)     ADJUSTED  
 LX3611* NAVD 88     -       456.     (meters)    1496.     (feet)  SCALED    
 LX3611  ___________________________________________________________________
 LX3611  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 LX3611  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX3611
 LX3611  HORZ ORDER  -  FIRST
 LX3611
 LX3611.The horizontal coordinates were established by classical geodetic methods
 LX3611.and adjusted by the National Geodetic Survey in August 1998..
 LX3611
 LX3611.The orthometric height was scaled from a topographic map.
 LX3611
 LX3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3611
 LX3611.The geoid height was determined by GEOID03.
 LX3611
 LX3611;                    North         East     Units Scale Factor Converg.
 LX3611;SPC CT       -   258,029.733   255,406.286   MT  0.99999258   -0 23 38.3
 LX3611;SPC CT       -   846,552.55    837,945.46   sFT  0.99999258   -0 23 38.3
 LX3611;UTM  18      - 4,626,997.937   637,598.532   MT  0.99983299   +1 06 12.5
 LX3611
 LX3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3611!SPC CT       -   0.99993317  x   0.99999258  =   0.99992575
 LX3611!UTM  18      -   0.99993317  x   0.99983299  =   0.99976617
 LX3611
 LX3611|---------------------------------------------------------------------|
 LX3611| PID    Reference Object                     Distance      Geod. Az  |
 LX3611|                                                           dddmmss.s |
 LX3611| CR8730 MATYAS TP                                          00453     |
 LX3611| CB4668 MATYAS RM 3                           9.914 METERS 04339     |
 LX3611| CB4667 MATYAS RM 1                          14.609 METERS 17726     |
 LX3611| CB4666 893                                                2640636.0 |
 LX3611| CR8729 MATYAS RM 2                          22.766 METERS 31339     |
 LX3611|---------------------------------------------------------------------|
 LX3611
 LX3611                          SUPERSEDED SURVEY CONTROL
 LX3611
 LX3611  NAD 83(1996)-  41 46 58.46005(N)    073 20 39.04155(W) AD(       ) 1
 LX3611  NAD 83(1992)-  41 46 58.46036(N)    073 20 39.04191(W) AD(       ) 1
 LX3611  NAD 83(1992)-  41 46 58.46153(N)    073 20 39.04281(W) AD(       ) 1
 LX3611  NAD 83(1986)-  41 46 58.46140(N)    073 20 39.04282(W) AD(       ) 1
 LX3611  NAD 83(1986)-  41 46 58.46171(N)    073 20 39.04189(W) AD(       ) 1
 LX3611  NAD 27      -  41 46 58.11800(N)    073 20 40.61300(W) AD(       ) 1
 LX3611
 LX3611.Superseded values are not recommended for survey control.
 LX3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3611.See file dsdata.txt to determine how the superseded data were derived.
 LX3611
 LX3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3759926998(NAD 83)
 LX3611_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3611_SETTING: 66 = SET IN ROCK OUTCROP
 LX3611_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LX3611_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3611+STABILITY: POSITION/ELEVATION WELL
 LX3611
 LX3611  HISTORY     - Date     Condition        Report By
 LX3611  HISTORY     - 1942     MONUMENTED       CGS
 LX3611  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX3611  HISTORY     - 1984     GOOD             NGS
 LX3611
 LX3611                          STATION DESCRIPTION
 LX3611
 LX3611'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3611'THE STATION IS LOCATED ABOUT 3 MILES N OF WARREN AND 4 MILES SE
 LX3611'OF CORNWALL BRIDGE, ON THE SOUTHERN END OF A TIMBERED RIDGE.  THE
 LX3611'SURFACE MARK IS SET IN DRILLED HOLE IN BEDROCK AND IS 2.5 FEET
 LX3611'BELOW THE SURFACE OF THE GROUND.  THE DISK IS STAMPED MATYAS
 LX3611'STATION.
 LX3611'
 LX3611'REFERENCE MARK NO. 1 IS 47.92 FEET S OF THE STATION.  THE MARK
 LX3611'IS A BRONZE C.G.S. DISK AND IS SET IN A DRILLED HOLE IN OUTCROPPING
 LX3611'BEDROCK THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED MATYAS
 LX3611'NO. 1.
 LX3611'
 LX3611'REFERENCE MARK NO. 3 IS 32.53 FEET NE OF THE STATION.  THE MARK
 LX3611'IS A BRONZE C.G.S. DISK AND IS SET IN A DRILLED HOLE IN OUTCROPPING
 LX3611'BEDROCK THAT IS FLUSH WITH THE GROUND.  THE DISK IS STAMPED
 LX3611'MATYAS R.M. NO. 3.
 LX3611'
 LX3611'THE AZIMUTH MARK (C.G.S. NO. 893) IS 0.5 MILE W OF THE STATION,
 LX3611'0.1 MILE N OF THE WARREN-CORNWALL TOWN LINE, 110 FEET N OF THE
 LX3611'JUNCTION OF A T ROAD E, 29.1 FEET E OF CONNECTICUT STATE HIGHWAY
 LX3611'45, 11 FEET W OF A N-S FENCE LINE.  THE MARK IS A 4- BY 4-INCH
 LX3611'CONCRETE PRECAST MARK THAT IS SET FLUSH WITH THE GROUND.  THE
 LX3611'DISK IS STAMPED STATION NO. 893.
 LX3611'
 LX3611'TO REACH THE STATION FROM CORNWALL BRIDGE AT THE JUNCTION OF
 LX3611'U.S. HIGHWAY 7 AND CONNECTICUT STATE HIGHWAY 4, GO W ON U.S. HIGHWAY
 LX3611'7 FOR 0.8 MILE TO THE JUNCTION OF CONNECTICUT STATE HIGHWAY 45
 LX3611'ON THE LEFT, HERE TURN LEFT AND GO 2.4 MILES TO THE SUMMIT OF A
 LX3611'LONG HILL AND A T-ROAD LEFT.  *HERE TURN LEFT AND FOLLOW
 LX3611'MAIN-TRAVELED ROAD FOR 0.4 MILE TO A POLE GATE ON THE LEFT, PASS
 LX3611'THROUGH GATE AND GO IN A NORTHWESTERLY DIRECTION FOR ABOUT 50
 LX3611'YARDS TO ANOTHER POLE GATE, PASS THROUGH GATE AND GO N FOR 30
 LX3611'YARDS TO A WIRE GATE, CONTINUE THROUGH GATE AND GO IN A
 LX3611'NORTH-NORTHWESTERLY DIRECTION FOR 0.2 MILE TO THE SUMMIT OF THE
 LX3611'HILL AND STATION.
 LX3611'
 LX3611'*TO REACH THE AZIMUTH MARK FROM THE T-ROAD LEFT, WHICH IS 110
 LX3611'FEET N.
 LX3611'
 LX3611'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LX3611
 LX3611                          STATION RECOVERY (1971)
 LX3611
 LX3611'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX3611'STATION MATYAS 1942, AND RM 1 AND RM 3 WERE RECOVERED IN GOOD
 LX3611'CONDITION.  THE STATION SITE HAS FOUR FLAT ROCKS PLACED OVER THE
 LX3611'2 IN HOLE.
 LX3611'
 LX3611'TO REACH FROM THE CORNWALL BRIDGE AT THE JUNCTION OF ROUTE
 LX3611'7 AND ROUTE 4.  GO SOUTHWESTERLY ON ROUTE 7 FOR 1.1 MILE TO THE
 LX3611'JUNCTION OF ROUTE 45 (WARREN RD) ON THE LEFT AND GO SE ON
 LX3611'ROUTE 45 2.14 MILES TO THE SUMMIT OF A LONG HILL AND TAKE
 LX3611'A LEFT ON FLAT ROCKS RD 1 (FORMERLY MELIUS RD), EASTERLY FOR
 LX3611'0.48 MILE TO A POINT JUST SOUTH OF A 100 FT BY 50 FT SPRING
 LX3611'POND AND JUST PAST CL AND P 8836.  STATION IS ABOUT 900 FT
 LX3611'N 50 DEG E UP THE HILL.
 LX3611'
 LX3611'STATION CAN BE DRIVEN TO
 LX3611
 LX3611                          STATION RECOVERY (1984)
 LX3611
 LX3611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3611'THE STATION WAS RECOVERED AT THIS DATE.
 LX3611'REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 LX3611'CONDITION, ALSO A REFERENCE MARK 2 WAS RECOVERED AND NO DATA WAS
 LX3611'AVAILABLE FOR THIS MARK. THE DISTANCES TO REFERENCE MARKS 1 AND 3
 LX3611'DID COMPARE WITH THE 1942 DATA. HOWEVER THE DIRECTION BETWEEN THE
 LX3611'REFERENCE MARKS WAS FOUND TO BE LARGER BY 5 MINUTES AND 28 SECONDS
 LX3611'WHEN COMPARED WITH THE 1942 DATA. THE AZIMUTH MARK WILL NO LONGER
 LX3611'SEE THE STATION AND THERE IS NO SUITABLE LOCATION FOR EITHER A LONG
 LX3611'REFERENCE OR A NEW AZIMUTH MARK. A NEW DESCRIPTION FOLLOWS.
 LX3611'
 LX3611'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHWEST OF MOHAWK
 LX3611'MOUNTAIN STATE PARK, 4.8 KM (3 MI) NORTH OF WARREN, 4.8 KM (3 MI)
 LX3611'SOUTHEAST OF CORNWALL BRIDGE AND ON THE SOUTH END OF A TIMBERED
 LX3611'RIDGE.
 LX3611'OWNERSHIP--MR JOSEPH MATYAS, BOX 77 FLAT ROCKS ROAD, CORNWALL
 LX3611'BRIDGE CT 06754, PHONE 203-672-6010.
 LX3611'
 LX3611'TO REACH THE STATION FROM THE SOUTHERN JUNCTION OF U.S. HIGHWAY 7
 LX3611'AND STATE HIGHWAY 4 IN CORNWALL BRIDGE, GO SOUTH ON HIGHWAY 7 FOR
 LX3611'1.7 KM (1.05 MI) TO A FORK. BEAR LEFT UPHILL ON STATE HIGHWAY 45
 LX3611'FOR 3.5 KM (2.15 MI) TO A PAVED ROAD LEFT AT TOP OF A LONG UPHILL
 LX3611'GRADE AND THE AZIMUTH (893 CTGS) ON THE LEFT.
 LX3611'TURN LEFT, EAST, ON FLAT ROACKS ROAD FOR 0.6 KM (0.4 MI) TO
 LX3611'A FIELD ENTRANCE ON THE LEFT, JUST PAST MR. MATYAS HOUSE ON THE
 LX3611'LEFT. TURN LEFT, NORTH ON A FARM LANE FOR ABOUT 90 METERS (300 FT)
 LX3611'TO A GAP IN A ROCK WALL. PASS THROUGH GAP AND STAY ON LANE FOR 30
 LX3611'METERS (100 FT) TO A GAP IN A ROCK WALL LEADING TO A HAY FIELD.
 LX3611'PASS THROUGH GAP
 LX3611'NORTH THEN EASTERLY FOR 60 METERS (200 FT) TO
 LX3611'THE NORTHEAST CORNER OF THE FIELD. TURN LEFT, UPHILL, THROUGH BRUSH
 LX3611'FOR 150 METERS (500 FT) TO THE STATION SITE ON HIGH GROUND.
 LX3611'
 LX3611'THE STATION IS A STANDARD USC+GS DISK
 LX3611'STAMPED---MAYTAS 1942---,
 LX3611'SET INTO A DRILL HOLE IN BEDROCK RECESSED 75 CM.  LOCATED
 LX3611'7.59 METERS (24.9 FT) NORTHEAST FROM AN OAK TREE 50 CM IN DIAMETER,
 LX3611'4.75 METERS (15.6 FT) WEST FROM AN OAK TREE OF 40 CM IN DIAMETER,
 LX3611'1.83 METERS (6.0 FT) SOUTHWEST FROM A WITNESS POST AND
 LX3611'7.9 METERS (26 FT) WEST FROM THE APPROXIMATED CENTER OF WOODS ROAD.
 LX3611'
 LX3611'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK
 LX3611'STAMPED---RM 1 MATYAS---,
 LX3611'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3611'16.15 METERS (53.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST,
 LX3611'5.76 METERS (18.9 FT) SOUTH FROM AN OAK TREE OF 50 CM IN DIAMETER AND
 LX3611'5.5 METERS (18 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF A
 LX3611'WOODS ROAD.
 LX3611'MARK IS LEVEL WITH THE STATION.
 LX3611'
 LX3611'REFERENCE MARK NO. 2 IS A STANDARD USC+GS DISK
 LX3611'STAMPED---RM 2 MATYAS---,
 LX3611'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3611'22.56 METERS (74.0 FT) NORTHWEST FROM A WITNESS POST,
 LX3611'8.2 METERS (27 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 LX3611'WOODS ROAD AND
 LX3611'7.32 METERS (24.0 FT) SOUTHWEST FROM A DOUBLE TRUNKED OAK TREE.
 LX3611'MARK IS LEVEL WITH THE STATION.
 LX3611'
 LX3611'REFERENCE MARK NO. 3 IS A STANDARD USC+GS DISK
 LX3611'STAMPED---RM 3 MATYAS---,
 LX3611'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3611'9.75 METERS (32.0 FT) EAST-SOUTHEAST FROM AN OAK TREE 50 CM IN
 LX3611'DIAMETER,
 LX3611'8.23 METERS (27.0 FT) NORTHEAST FROM A WITNESS POST,
 LX3611'6.52 METERS (21.4 FT) NORTH-NORTHEAST FROM AN OAK TREE 40 CM IN
 LX3611'DIAMETER AND
 LX3611'1.2 METERS (4 FT) EAST FROM THE APPROXIMATE CENTER OF A TRACK ROAD.
 LX3611'MARK IS LEVEL WITH THE STATION.
 LX3611'
 LX3611'AZIMUTH MARK NO. 1 IS A STANDARD USC+GS DISK
 LX3611'STAMPED---893---,
 LX3611'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX3611'MASS OF CONCRETE 15 CM ON SIDE, FLUSH WITH GROUND.  LOCATED
 LX3611'41.1 METERS (135 FT) NORTH FROM THE CENTER LINE OF FLAT ROCKS ROAD,
 LX3611'26.12 METERS (85.7 FT) SOUTH FROM A UTILITY POLE NUMBER 6794 AND
 LX3611'9.1 METERS (30 FT) EAST-NORTHEAST FROM THE CENTER OF STATE HIGHWAY
 LX3611'45.
 LX3611'TO REACH THE AZIMUTH FROM THE STATION, SEE MAIN TO REACH.
 LX3611'
 LX3611'HEIGHT OF LIGHT SHOWN WAS 31.4 METERS ABOVE THE MARK.
 LX3611'
 LX3611'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7058 ***********************************************************************
 LX7058  DESIGNATION -  MAURICE
 LX7058  PID         -  LX7058
 LX7058  STATE/COUNTY-  CT/HARTFORD
 LX7058  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7058
 LX7058                         *CURRENT SURVEY CONTROL
 LX7058  ___________________________________________________________________
 LX7058* NAD 83(1996)-  41 38 24.47146(N)    072 38 03.73484(W)     ADJUSTED  
 LX7058* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LX7058  ___________________________________________________________________
 LX7058  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX7058  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX7058
 LX7058  HORZ ORDER  -  THIRD
 LX7058
 LX7058.The horizontal coordinates were established by classical geodetic methods
 LX7058.and adjusted by the National Geodetic Survey in August 1998..
 LX7058
 LX7058.The orthometric height was scaled from a topographic map.
 LX7058
 LX7058.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7058
 LX7058.The geoid height was determined by GEOID03.
 LX7058
 LX7058;                    North         East     Units Scale Factor Converg.
 LX7058;SPC CT       -   242,008.896   314,434.216   MT  0.99998486   +0 04 36.0
 LX7058;SPC CT       -   793,990.85  1,031,606.26   sFT  0.99998486   +0 04 36.0
 LX7058;UTM  18      - 4,612,524.991   697,022.410   MT  1.00007771   +1 34 20.4
 LX7058
 LX7058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7058!SPC CT       -   0.99999746  x   0.99998486  =   0.99998232
 LX7058!UTM  18      -   0.99999746  x   1.00007771  =   1.00007517
 LX7058
 LX7058|---------------------------------------------------------------------|
 LX7058| PID    Reference Object                     Distance      Geod. Az  |
 LX7058|                                                           dddmmss.s |
 LX7058| CZ6768 MAURICE RM 2                         10.170 METERS 01011     |
 LX7058| LX6904 MIDDLETOWN STATE HOSP STK NEW       APPROX.10.5 KM 1543256.7 |
 LX7058| LX7074 MAURICE 2                           438.829 METERS 1634601.7 |
 LX7058| CZ7827 RHMS                                               1843200.0 |
 LX7058| CZ6767 MAURICE RM 1                         13.480 METERS 25243     |
 LX7058| LX7016 ROCKY HILL VETERANS TANK            APPROX. 2.5 KM 3220935.7 |
 LX7058| LX7083 ROCKY HILL VET HOSPITAL E TK        APPROX. 2.5 KM 3231553.2 |
 LX7058|---------------------------------------------------------------------|
 LX7058
 LX7058                          SUPERSEDED SURVEY CONTROL
 LX7058
 LX7058  NAD 83(1996)-  41 38 24.47068(N)    072 38 03.73453(W) AD(       ) 3
 LX7058  NAD 83(1992)-  41 38 24.47088(N)    072 38 03.73491(W) AD(       ) 3
 LX7058  NAD 83(1992)-  41 38 24.47256(N)    072 38 03.73631(W) AD(       ) 3
 LX7058  NAD 83(1986)-  41 38 24.47277(N)    072 38 03.73667(W) AD(       ) 3
 LX7058  NAD 27      -  41 38 24.11300(N)    072 38 05.41400(W) AD(       ) 3
 LX7058
 LX7058.Superseded values are not recommended for survey control.
 LX7058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7058.See file dsdata.txt to determine how the superseded data were derived.
 LX7058
 LX7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9702212525(NAD 83)
 LX7058_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7058+STABILITY: SURFACE MOTION
 LX7058
 LX7058  HISTORY     - Date     Condition        Report By
 LX7058  HISTORY     - 1935     MONUMENTED       CGS
 LX7058  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7058  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LX7058
 LX7058                          STATION DESCRIPTION
 LX7058
 LX7058'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7058'TURN EASTERLY OFF ROUTE 9, 0.25 MILE S OF THE CROMWELL-ROCKY
 LX7058'HILL TOWN LINE, GO 1.0 MILE TO THE COTTAGE KNOWN AS TWIN OAKS.  THE
 LX7058'STATION IS ON THE S SLOPE OF THE HILL S OF COTTAGE OF JOSEPH
 LX7058'H. MAURICE.  THE STATION IS MARKED BY A STANDARD DISK SET IN THE
 LX7058'TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST SET FLUSH WITH THE
 LX7058'GROUND.  THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD PASSES
 LX7058'ALONG THE FOOT OF THE HILL AT A MUCH LOWER ELEVATION.  THE
 LX7058'SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS
 LX7058'OF CONCRETE.
 LX7058'
 LX7058'SURFACE, UNDERGROUND AND REFERENCE MARK NO.1 ARE STANDARD
 LX7058'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX7058'
 LX7058'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A 12- BY 12- BY
 LX7058'30-INCH CONCRETE POST S 85 DEG W OF THE STATION AND ABOUT THE
 LX7058'SAME ELEVATION AS THE STATION.
 LX7058'
 LX7058'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX7058'THE SOUTHEASTERLY STONE PILLAR OF THE COTTAGE AND IS N 20 DEG W
 LX7058'OF THE STATION.
 LX7058'
 LX7058'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX7058
 LX7058                          STATION RECOVERY (1971)
 LX7058
 LX7058'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX7058'THE STATION WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 AND 2
 LX7058'WERE DESTROYED.  THE PROPERTY IS OWNED BY RUSSO BROTHERS
 LX7058'CONSTRUCTION CO. AND THE STATION IS TO BE DESTROYED BY THE
 LX7058'EXTENSION OF THE GRAVEL BANK.
 LX7058'
 LX7058'THE DESCRIPTION IS ADEQUATE BUT THE DIRT ROAD LEADING TO
 LX7058'THE STATION IS NOW A GRAVEL PIT ROAD.  TO REACH THE STATION FROM
 LX7058'ROUTE 99 (MAIN STREET) GO EAST ON THE DIRT ROAD FOR 0.6 MILE TO
 LX7058'A FORK, BEAR LEFT AT THE FORK, AND GO 0.4 MILE TO GRAVEL
 LX7058'BANK.  THE AREA IS TO BE BULLDOZED IN THE VERY NEAR FUTURE AND
 LX7058'A SKETCH IS OF NO VALUE.  A WITNESS POST IS NEXT TO THE
 LX7058'STATION.  STATION STAMPED MAURICE 1935.
 LX7058'
 LX7058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7058'ROCKY HILL.
 LX7058
 LX7058                          STATION RECOVERY (1974)
 LX7058
 LX7058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LX7058'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  BOTH
 LX7058'REFERENCE MARKS WERE DESTROYED BY A SAND AND GRAVEL PIT.  THE
 LX7058'STATION MARK WILL BE DESTROYED VERY SHORTLY BY THE SAME
 LX7058'OPERATION.  THE STATION WAS MOVED AT THIS DATE.  THE ENTIRE
 LX7058'OPERATION WAS HAMPERED BY VERY THICK BRUSH AND LARGE TREES.  THE
 LX7058'ONLY POSSIBLE PLACE TO ESTABLISH A NEW STATION WAS ATOP A
 LX7058'PUMPING STATION.  SEE DESCRIPTION THEREOF FOR TRIANGULATION
 LX7058'STATION MAURICE 2.
 LX7058'
 LX7058'THERE WERE NO OLD TRIANGULATION STATIONS VISIBLE FROM THE GROUND
 LX7058'AT THIS STATION.  ALL INTERSECTION STATIONS WERE OBSERVED THAT
 LX7058'WOULD SEE FROM THE GROUND.  ALL INTERSECTION STATIONS WERE
 LX7058'OBSERVED THROUGH TREES AFTER A LINE WAS CLEARED AS GOOD AS
 LX7058'POSSIBLE.
 LX7058'
 LX7058'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7058'2-1/2 MILES SOUTHEAST OF ROCKY HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7074 ***********************************************************************
 LX7074  DESIGNATION -  MAURICE 2
 LX7074  PID         -  LX7074
 LX7074  STATE/COUNTY-  CT/MIDDLESEX
 LX7074  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7074
 LX7074                         *CURRENT SURVEY CONTROL
 LX7074  ___________________________________________________________________
 LX7074* NAD 83(1996)-  41 38 10.81469(N)    072 37 58.43466(W)     ADJUSTED  
 LX7074* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 LX7074  ___________________________________________________________________
 LX7074  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX7074  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX7074
 LX7074  HORZ ORDER  -  THIRD
 LX7074
 LX7074.The horizontal coordinates were established by classical geodetic methods
 LX7074.and adjusted by the National Geodetic Survey in August 1998..
 LX7074.No horizontal observational check was made to the station.
 LX7074
 LX7074.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7074
 LX7074.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7074
 LX7074.The geoid height was determined by GEOID03.
 LX7074
 LX7074;                    North         East     Units Scale Factor Converg.
 LX7074;SPC CT       -   241,587.733   314,557.449   MT  0.99998474   +0 04 39.5
 LX7074;SPC CT       -   792,609.09  1,032,010.56   sFT  0.99998474   +0 04 39.5
 LX7074;UTM  18      - 4,612,107.149   697,156.606   MT  1.00007836   +1 34 23.6
 LX7074
 LX7074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7074!SPC CT       -   0.99999228  x   0.99998474  =   0.99997702
 LX7074!UTM  18      -   0.99999228  x   1.00007836  =   1.00007064
 LX7074
 LX7074|---------------------------------------------------------------------|
 LX7074| PID    Reference Object                     Distance      Geod. Az  |
 LX7074|                                                           dddmmss.s |
 LX7074| CZ6769 MAURICE 2 RM 3                        4.005 METERS 20541     |
 LX7074| CZ6770 MAURICE 2 RM 4                        4.350 METERS 30031     |
 LX7074| CZ7827 RHMS                                               3354747.2 |
 LX7074| LX7058 MAURICE                             438.829 METERS 3434605.2 |
 LX7074|---------------------------------------------------------------------|
 LX7074
 LX7074                          SUPERSEDED SURVEY CONTROL
 LX7074
 LX7074  NAD 83(1996)-  41 38 10.81392(N)    072 37 58.43433(W) AD(       ) 3
 LX7074  NAD 83(1992)-  41 38 10.81482(N)    072 37 58.43500(W) AD(       ) 3
 LX7074  NAD 83(1992)-  41 38 10.81649(N)    072 37 58.43638(W) AD(       ) 3
 LX7074  NAD 83(1986)-  41 38 10.81671(N)    072 37 58.43677(W) AD(       ) 3
 LX7074  NAD 27      -  41 38 10.46148(N)    072 38 00.11543(W) AD(       ) 3
 LX7074  NGVD 29 (07/19/86)   79.0    (m)          259.     (f) VERT ANG       
 LX7074
 LX7074.Superseded values are not recommended for survey control.
 LX7074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7074.See file dsdata.txt to determine how the superseded data were derived.
 LX7074
 LX7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9715712107(NAD 83)
 LX7074_MARKER: Z = SEE DESCRIPTION
 LX7074_SETTING: 0 = UNSPECIFIED SETTING
 LX7074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7074
 LX7074  HISTORY     - Date     Condition        Report By
 LX7074  HISTORY     - 1974     MONUMENTED       NGS
 LX7074
 LX7074                          STATION DESCRIPTION
 LX7074
 LX7074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LX7074'THE STATION IS LOCATED 10 MILES SOUTH-SOUTHEAST OF HARTFORD, 2
 LX7074'MILES NORTH OF CROMWELL AND 2 MILES SOUTH-SOUTHEAST OF ROCKY
 LX7074'HILL.  IT IS ON THE ROOF OF THE CROMWELL WATER DISTRICT GARDEN
 LX7074'WELL PUMPING STATION ONE BUILDING, WHICH IS JUST WEST OF THE
 LX7074'CONNECTICUT RIVER.  THE PROPERTY IS OWNED BY THE CROMWELL WATER
 LX7074'DISTRICT.
 LX7074'
 LX7074'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 99 AND 160
 LX7074'IN ROCKY HILL, GO SOUTH ON STATE HIGHWAY 99 FOR 0.15 MILE TO A
 LX7074'FORK.  KEEP RIGHT AND CONTINUE SOUTH ON STATE HIGHWAY 99 FOR
 LX7074'2.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A
 LX7074'BLADED ROAD FOR 0.5 MILE TO A THREE WAY FORK.  (TO REACH
 LX7074'R.H.M.S. (AZI) FROM THIS POINT, TURN LEFT AND GO NORTH-NORTHEAST
 LX7074'ON THE BLADED ROAD FOR 0.4 MILE TO A STEEP HILL ON THE RIGHT
 LX7074'LEADING DOWN TO A RAILROAD AND THE MARK ON THE EAST SLOPE OF
 LX7074'THE HILL.) KEEP STRAIGHT AHEAD ON THE CENTER ONE OF THE THREE
 LX7074'ROAD AND GO EAST DOWNHILL FOR 0.3 MILE TO A RAILROAD
 LX7074'UNDERPASS.  PASS UNDER THE RAILROAD AND CONTINUE EAST ON
 LX7074'A PAVED ROAD FOR 0.1 MILE TO A LARGE CONCRETE PUMPING
 LX7074'STATION AND THE STATION ON THE ROOF WHICH IS ABOUT 25 FEET
 LX7074'HIGH.
 LX7074'
 LX7074'THE STATION MARK IS A STANDARD DISK STAMPED MAURICE 2 1974, TARED
 LX7074'AND EPOXIED TO THE TAR COVERED CEMENT ROOF OF THE BUILDING AND
 LX7074'COVERED WITH SMALL ROCKS.  IT IS 19.62 FEET NORTHEAST OF THE
 LX7074'OUTER MOST POINT OF THE SOUTHWEST CORNER OF THE PARAPET WALL,
 LX7074'15.16 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER, 13.96 FEET
 LX7074'NORTH-NORTHWEST OF THE SOUTHEAST CORNER, 6.81 FEET SOUTHWEST OF
 LX7074'THE NORTHEAST CORNER AND 4 FEET NORTH OF THE CENTER OF A METAL
 LX7074'TRAP DOOR WHICH LEADS TO THE ROOF OF THE BUILDING.
 LX7074'
 LX7074'REFERENCE MARK 3 IS A STANDARD DISK STAMPED MAURICE 2 NO 3 1974,
 LX7074'CEMENTED IN A DRILL HOLE IN THE SOUTH PARAPET WALL WHICH IS
 LX7074'2.5 FEET IN HEIGHT.  IT IS 11.9 FEET EAST OF THE MOST OUTER
 LX7074'POINT OF THE SOUTHWEST CORNER OF THE PARAPET WALL, 6.6 FEET
 LX7074'WEST OF THE SOUTHEAST CORNER AND 9.5 FEET SOUTH-SOUTHWEST OF
 LX7074'THE CENTER OF THE TRAP DOOR.
 LX7074'
 LX7074'REFERENCE MARK 4 IS A STANDARD DISK STAMPED MAURICE 2 NO 4 1974,
 LX7074'CEMENTED IN A DRILL HOLE IN THE WEST PARAPET WALL.  IT IS 17.2
 LX7074'FEET NORTH OF THE MOST OUTER POINT OF CORNER OF THE PARAPET WALL,
 LX7074'1.5 FEET SOUTH OF THE NORTHWEST CORNER AND 16.5 FEET
 LX7074'WEST-NORTHWEST OF THE CENTER OF THE TRAP DOOR.
 LX7074'
 LX7074'R.H.M.S. (AZI) IS A ROCKY HILL TOWN BOUNDRY MILL STONE.  IT IS
 LX7074'6 INCHES SQUARE AND PROJECTS 4 INCHES AND STAMPED R.H.M.S.  THE
 LX7074'POINT HELD WAS A 1/16 INCH HOLE IN THE CENTER OF THE 2-INCH
 LX7074'ROUND DISK IN THE CONCRETE MONUMENT.  IT IS 150 FEET WEST OF
 LX7074'THE RAILROAD, 150 FEET EAST OF THE BLADED ROAD AND 35 FEET
 LX7074'WEST-SOUTHWEST OF A 36 INCH OAK TREE.  A WITNESS POST WAS SET
 LX7074'NEAR THE ROAD WHERE THE MONUMENT IS SEEN FROM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5205 ***********************************************************************
 LX5205  DESIGNATION -  MAX POLLOCK CO STACK
 LX5205  PID         -  LX5205
 LX5205  STATE/COUNTY-  CT/NEW LONDON
 LX5205  USGS QUAD   -  NEW LONDON (1984)
 LX5205
 LX5205                         *CURRENT SURVEY CONTROL
 LX5205  ___________________________________________________________________
 LX5205* NAD 83(1996)-  41 20 38.71823(N)    072 03 50.62385(W)     ADJUSTED  
 LX5205* NAVD 88     -                                                        
 LX5205  ___________________________________________________________________
 LX5205  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 LX5205  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX5205
 LX5205  HORZ ORDER  -  THIRD
 LX5205
 LX5205.The horizontal coordinates were established by classical geodetic methods
 LX5205.and adjusted by the National Geodetic Survey in August 1998..
 LX5205
 LX5205
 LX5205.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5205
 LX5205.The geoid height was determined by GEOID03.
 LX5205
 LX5205;                    North         East     Units Scale Factor Converg.
 LX5205;SPC CT       -   209,351.316   362,209.683   MT  0.99998859   +0 27 17.3
 LX5205;SPC CT       -   686,846.78  1,188,349.60   sFT  0.99998859   +0 27 17.3
 LX5205;UTM  18      - 4,581,114.637   745,642.176   MT  1.00034266   +1 56 25.4
 LX5205;UTM  19      - 4,581,485.799   243,636.709   MT  1.00040891   -2 01 30.6
 LX5205
 LX5205                          SUPERSEDED SURVEY CONTROL
 LX5205
 LX5205  NAD 83(1992)-  41 20 38.71705(N)    072 03 50.62297(W) AD(       ) 4
 LX5205  NAD 83(1986)-  41 20 38.71792(N)    072 03 50.62770(W) AD(       ) 4
 LX5205  NAD 27      -  41 20 38.37100(N)    072 03 52.35400(W) AD(       ) 3
 LX5205
 LX5205.Superseded values are not recommended for survey control.
 LX5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5205.See file dsdata.txt to determine how the superseded data were derived.
 LX5205
 LX5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4564281115(NAD 83)
 LX5205_MARKER: 63 = STACK
 LX5205
 LX5205  HISTORY     - Date     Condition        Report By
 LX5205  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5205  HISTORY     - 1954     GOOD             CGS
 LX5205  HISTORY     - 1984     GOOD             USPSQD
 LX5205  HISTORY     - 1989     GOOD             USPSQD
 LX5205  HISTORY     - 20011002 POOR             USPSQD
 LX5205
 LX5205                          STATION DESCRIPTION
 LX5205
 LX5205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5205'THE MAX-POLLOCK COMPANY IS AT THE E FOOT OF THE GROTON HILL AND
 LX5205'N OF THE BOSTON POST ROAD.  THE STACK IS AT THE NORTHWESTERLY
 LX5205'CORNER OF THE TWO-STORY PART OF THE FACTORY.  THE BUILDING IS A
 LX5205'THREE-STORY BRICK AND CONCRETE STRUCTURE, THE BRICKS BEING ABOUT
 LX5205'6 BY 8 INCHES IN SIZE.  THE STACK IS MADE OF THE SAME KIND OF
 LX5205'BRICK BUT MUCH SMALLER.  THE STATION IS THE CENTER LINE OF THE
 LX5205'STACK.  HEIGHT ABOUT 175 FEET ABOVE GROUND.
 LX5205
 LX5205                          STATION RECOVERY (1954)
 LX5205
 LX5205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5205'STATION RECOVERED IN GOOD CONDITION, EXCEPT THAT THE STACK HAS
 LX5205'BEEN LOWERED TO JUST ABOUT HALF ITS ORIGINAL HEIGHT.  THE
 LX5205'ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 LX5205
 LX5205                          STATION RECOVERY (1984)
 LX5205
 LX5205'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5205'MAX-POLLOCK COMPANY STACK RECOVERED GOOD.
 LX5205'
 LX5205'RECOVERED AS REPORTED BY L.F.W. IN 1954.
 LX5205
 LX5205                          STATION RECOVERY (1989)
 LX5205
 LX5205'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5205'RECOVERED IN GOOD CONDITION.
 LX5205
 LX5205                          STATION RECOVERY (2001)
 LX5205
 LX5205'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5205'THIS STACK HAS BEEN ALTERED. ITS VALUE IS QUESTIONABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3327 ***********************************************************************
 LX3327  DESIGNATION -  MAYNARD
 LX3327  PID         -  LX3327
 LX3327  STATE/COUNTY-  CT/NEW LONDON
 LX3327  USGS QUAD   -  MONTVILLE (1983)
 LX3327
 LX3327                         *CURRENT SURVEY CONTROL
 LX3327  ___________________________________________________________________
 LX3327* NAD 83(1996)-  41 27 46.48725(N)    072 14 29.91339(W)     ADJUSTED  
 LX3327* NAVD 88     -       179.276  (meters)     588.17   (feet)  ADJUSTED  
 LX3327  ___________________________________________________________________
 LX3327  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LX3327  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX3327  DYNAMIC HT  -         179.212 (meters)     587.96  (feet)  COMP
 LX3327  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 LX3327
 LX3327  HORZ ORDER  -  FIRST
 LX3327  VERT ORDER  -  SECOND    CLASS I
 LX3327
 LX3327.The horizontal coordinates were established by classical geodetic methods
 LX3327.and adjusted by the National Geodetic Survey in August 1998..
 LX3327
 LX3327.The orthometric height was determined by differential leveling
 LX3327.and adjusted by the National Geodetic Survey in June 1991..
 LX3327
 LX3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3327
 LX3327.The geoid height was determined by GEOID03.
 LX3327
 LX3327.The dynamic height is computed by dividing the NAVD 88
 LX3327.geopotential number by the normal gravity value computed on the
 LX3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3327.degrees latitude (g = 980.6199 gals.).
 LX3327
 LX3327.The modeled gravity was interpolated from observed gravity values.
 LX3327
 LX3327;                    North         East     Units Scale Factor Converg.
 LX3327;SPC CT       -   222,445.072   347,269.782   MT  0.99998390   +0 20 13.5
 LX3327;SPC CT       -   729,805.21  1,139,334.28   sFT  0.99998390   +0 20 13.5
 LX3327;UTM  18      - 4,593,820.008   730,362.564   MT  1.00025311   +1 49 37.9
 LX3327
 LX3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3327!SPC CT       -   0.99997662  x   0.99998390  =   0.99996052
 LX3327!UTM  18      -   0.99997662  x   1.00025311  =   1.00022973
 LX3327
 LX3327|---------------------------------------------------------------------|
 LX3327| PID    Reference Object                     Distance      Geod. Az  |
 LX3327|                                                           dddmmss.s |
 LX3327| LX3326 MAYNARD RM 1                         38.768 METERS 09623     |
 LX3327| LX5544 MAYNARD RM 3                         14.763 METERS 11421     |
 LX3327| CZ6771 MAYNARD AZ MK                                      1775615.0 |
 LX3327| CZ6772 MAYNARD RM 2                         16.938 METERS 22411     |
 LX3327|---------------------------------------------------------------------|
 LX3327
 LX3327                          SUPERSEDED SURVEY CONTROL
 LX3327
 LX3327  NAD 83(1992)-  41 27 46.48637(N)    072 14 29.91294(W) AD(       ) 1
 LX3327  NAD 83(1986)-  41 27 46.48772(N)    072 14 29.91591(W) AD(       ) 1
 LX3327  NAD 27      -  41 27 46.13512(N)    072 14 31.62742(W) AD(       ) 1
 LX3327  NGVD 29 (07/19/86)  179.2    (m)          588.     (f) VERT ANG       
 LX3327
 LX3327.Superseded values are not recommended for survey control.
 LX3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3327.See file dsdata.txt to determine how the superseded data were derived.
 LX3327
 LX3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3036393820(NAD 83)
 LX3327_MARKER: DS = TRIANGULATION STATION DISK
 LX3327_SETTING: 66 = SET IN ROCK OUTCROP
 LX3327_SP_SET: ROCK OUTCROP
 LX3327_STAMPING: MAYNARD 1942
 LX3327_MARK LOGO: CGS   
 LX3327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3327+STABILITY: POSITION/ELEVATION WELL
 LX3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3327+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3327
 LX3327  HISTORY     - Date     Condition        Report By
 LX3327  HISTORY     - 1942     MONUMENTED       CGS
 LX3327  HISTORY     - 1971     GOOD             CTDT
 LX3327  HISTORY     - 1975     GOOD             NGS
 LX3327  HISTORY     - 1986     GOOD             NGS
 LX3327  HISTORY     - 1989     POOR             USPSQD
 LX3327  HISTORY     - 19900428 POOR             USPSQD
 LX3327  HISTORY     - 19901115 POOR             USPSQD
 LX3327  HISTORY     - 19991221 POOR             USPSQD
 LX3327  HISTORY     - 19991227 GOOD             USPSQD
 LX3327  HISTORY     - 20030602 POOR             USPSQD
 LX3327  HISTORY     - 20060412 GOOD             USPSQD
 LX3327
 LX3327                          STATION DESCRIPTION
 LX3327
 LX3327'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3327'STATION IS LOCATED ABOUT 2-1/2 MILES SE OF SALEM, ABOUT 9 MILES SE
 LX3327'OF COLCHESTER, 25.0 FEET N OF A BRONZE REFERENCE POST, 46.5 FEET
 LX3327'N OF A TRIANGULAR BLAZE ON A 10-INCH OAK TREE AND 26.5 FEET S OF
 LX3327'THE CENTER OF THE DRIVEWAY, ON A HILL KNOWN AS MAYNARD HILL AND ON
 LX3327'LAND OWNED BY C.F. RAWOLLES.  THE DISK IS STAMPED MAYNARD
 LX3327'1942.
 LX3327'
 LX3327'REFERENCE MARK NO. 1 IS 127.25 FEET E OF THE STATION, 25.5 FEET
 LX3327'S OF THE SW CORNER OF THE PORCH, 9.5 FEET N OF THE CENTER OF THE
 LX3327'DRIVEWAY.  THE DISK IS STAMPED MAYNARD NO. 1, 1942.
 LX3327'
 LX3327'REFERENCE MARK NO. 2 IS 55.72 FEET S OF THE STATION, 6.5 FEET E
 LX3327'OF THE SE CORNER OF THE RESERVOIR, 23 FEET W OF A TRIANGULAR BLAZE
 LX3327'ON A 10-INCH OAK TREE.  THE DISK IS STAMPED MAYNARD NO. 2, 1942.
 LX3327'
 LX3327'AZIMUTH MARK IS ABOUT 0.7 MILE SW OF THE STATION, 23.2 FEET E
 LX3327'OF THE CENTER OF STATE ROUTE 85, 3.8 FEET SE OF A BRONZE REFERENCE
 LX3327'POST.  THE DISK IS STAMPED MAYNARD 1942.
 LX3327'
 LX3327'TO REACH STATION FROM STATE ROUTES 85 AND 82 ABOUT 7-3/4 MILES
 LX3327'SE OF COLCHESTER, GO S ON ROUTE 85, 1.45 MILES TO GRAVEL DRIVEWAY
 LX3327'LEFT, TURN LEFT AND GO 0.35 MILE TO FORK IN DRIVEWAY, TAKE LEFT
 LX3327'FORK AND GO 0.1 MILE UP HILL TO STATION ON THE RIGHT JUST BEFORE
 LX3327'REACHING MR. RAWOLLES HOME.
 LX3327'
 LX3327'TO REACH THE AZIMUTH MARK, CONTINUE PAST THE DRIVEWAY S ON STATE ROUTE
 LX3327'85 0.7 MILE TO AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 LX3327'
 LX3327'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LX3327
 LX3327                          STATION RECOVERY (1971)
 LX3327
 LX3327'RECOVERY NOTE BY CT DEPT OF TRANSP 1971 (BGW)
 LX3327'MAYNARD 1942 THE STATION AND RMS WERE FOUND IN GOOD CONDITION.
 LX3327
 LX3327                          STATION RECOVERY (1975)
 LX3327
 LX3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX3327'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3327'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 LX3327'FOR, BUT COULD NOT BE FOUND.  THE ANGLE FROM REFERENCE MARK 1
 LX3327'TO REFERENCE MARK 2 WAS FOUND GREATER BY 3 MINUTES, 26 SECONDS,
 LX3327'COMPARED TO THE 1942 MEASUREMENTS.  THE DISTANCE FROM THE
 LX3327'STATION TO REFERENCE MARK 1 WAS FOUND SHORTER BY
 LX3327'0.017 METER.  THE DISTANCE FROM THE STATION TO REFERENCE MARK 2
 LX3327'WAS FOUND SHORTER BY 0.042 METER.  THE DISTANCE FROM THE
 LX3327'STATION TO REFERENCE MARK 2 CHECKED WHEN A SLOPE MEASUREMENT
 LX3327'WAS MADE FROM MARK TO MARK.  DUE TO A POWER LINE OVER THE
 LX3327'STATION, REFERENCE MARK 3 WAS SET AND OCCUPIED AT THIS
 LX3327'TIME.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX3327'
 LX3327'THE STATION IS ABOUT 4-1/2 MILES EAST OF OAKDALE, 3 MILES
 LX3327'NORTHWEST OF CHESTERFIELD, 1-1/2 MILES SOUTHEAST OF
 LX3327'SALEM FOUR CORNERS, ON MAYNARD HILL AND ON THE PROPERTY OF
 LX3327'MR. MAIRIAN KESZYCKI.  WEST SIDE BLVD.  BURLINGTON,
 LX3327'CONNECTICUT.  PHONE 673-3579.
 LX3327'
 LX3327'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82
 LX3327'AND 85 IN SALEM FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY 85
 LX3327'FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 LX3327'NORTH AND NORTHEAST ON A PAVED ROAD FOR 0.55 MILE TO THE END
 LX3327'OF THE ROAD AND THE PINE LODGE APARTMENTS ON THE RIGHT AND THE
 LX3327'STATION ON THE RIGHT AS DESCRIBED.
 LX3327'
 LX3327'STATION MARK, STAMPED MAYNARD 1942, IS A STANDARD DISK
 LX3327'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP FLUSH WITH THE
 LX3327'GROUND SURFACE.  IT IS 61 FEET NORTHEAST OF THE SOUTH CORNER
 LX3327'OF AN OLD CONCRETE RESERVOIR, 46.1 FEET SOUTH OF THE SOUTHEAST
 LX3327'CORNER OF THE PINE LODGE APARTMENTS AND 31 FEET NORTH-NORTHEAST
 LX3327'OF POWER LINE POLE NUMBER 958.
 LX3327'
 LX3327'REFERENCE MARK 1, STAMPED MAYNARD NO 1 1942, IS A STANDARD
 LX3327'DISK CEMENTED IN A DRILL HOLE IN A 5-FOOT BOULDER THAT PROJECTS
 LX3327'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 85 FEET SOUTH OF
 LX3327'POWER LINE POLE NUMBER 959, 26 FEET SOUTHWEST OF THE SOUTHWEST
 LX3327'CORNER OF THE PORCH OF THE OAK LODGE APARTMENTS AND 18 FEET
 LX3327'NORTHEAST OF THE SOUTHWEST EDGE OF A LAWN.
 LX3327'
 LX3327'REFERENCE MARK 2, STAMPED MAYNARD NO 2 1942, IS A STANDARD
 LX3327'DISK CEMENTED IN A DRILL HOLE IN A BOULDER FLUSH WITH THE
 LX3327'GROUND SURFACE.  IT IS 91.5 FEET SOUTHWEST OF THE SOUTHEAST
 LX3327'CORNER OF THE PINE LODGE APARTMENTS, 34 FEET WEST OF POWER LINE
 LX3327'POLE NUMBER 958 AND 6.5 FEET EAST OF THE SOUTH CORNER OF THE
 LX3327'CONCRETE RESERVOIR.
 LX3327'
 LX3327'REFERENCE MARK 3, STAMPED MAYNARD 1942 RM 3 1975, IS A
 LX3327'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 18
 LX3327'INCHES BELOW THE GROUND SURFACE.  IT IS 101.4 FEET SOUTHWEST OF
 LX3327'THE SOUTHWEST CORNER OF THE PORCH OF THE OAK LODGE APARTMENTS,
 LX3327'96 FEET SOUTHWEST OF POWER LINE POLE NUMBER 959, 82.9 FEET SOUTH
 LX3327'OF THE SOUTHEAST CORNER OF THE PINE LODGE APARTMENTS AND 50 FEET
 LX3327'EAST OF POWER LINE POLE NUMBER 958.
 LX3327'
 LX3327'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX3327'
 LX3327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3327'1-1/2 MILES SOUTHEAST OF FOUR CORNERS.
 LX3327
 LX3327                          STATION RECOVERY (1986)
 LX3327
 LX3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3327'2.9 KM (1.8 MI) SE FROM SALEM FOUR CORNERS.
 LX3327'1.9 KM (1.2 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3327'OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE JUNCTION OF HORSE
 LX3327'POND ROAD, THENCE 1.0 KM (0.6 MI) NORTHEAST ALONG HORSE POND ROAD TO
 LX3327'ITS END AND THE STATION ON THE RIGHT, AT THE SOUTH END OF A TWO-STORY
 LX3327'FRAME APARTMENT BUILDING NAMED (PINE), IN EXPOSED ROCK OUTCROP
 LX3327'MEASURING 1 BY 3.5 FT. AND LEVEL WITH THE GROUND, 14.08 METERS (46.2
 LX3327'FT) SOUTH OF THE SOUTHEAST CORNER OF THE BUILDING, 4.21 METERS (13.8
 LX3327'FT) SOUTHEAST OF A 6-INCH EVERGREEN TREE.
 LX3327'THE MARK IS ABOVE LEVEL WITH GROUND.
 LX3327
 LX3327                          STATION RECOVERY (1989)
 LX3327
 LX3327'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3327'MARK RECOVERED IN POOR CONDITION.
 LX3327
 LX3327                          STATION RECOVERY (1990)
 LX3327
 LX3327'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3327'MARK RECOVERED IN POOR CONDITION.
 LX3327
 LX3327                          STATION RECOVERY (1990)
 LX3327
 LX3327'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3327'MARK RECOVERED IN POOR CONDITION.
 LX3327
 LX3327                          STATION RECOVERY (1999)
 LX3327
 LX3327'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3327'MARK RECOVERED IN POOR CONDITION.
 LX3327
 LX3327                          STATION RECOVERY (1999)
 LX3327
 LX3327'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3327'RECOVERED IN GOOD CONDITION.
 LX3327
 LX3327                          STATION RECOVERY (2003)
 LX3327
 LX3327'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3327'THE REFERENCE IS FROM BUILDING 113 LAST UNIT IN THE COMPLEX
 LX3327'RM 1 AND 2 FOUND IN GOOD CONDITION
 LX3327'RM 3 AND AZIMUTH NOT FOUND
 LX3327
 LX3327                          STATION RECOVERY (2006)
 LX3327
 LX3327'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3326 ***********************************************************************
 LX3326  DESIGNATION -  MAYNARD RM 1
 LX3326  PID         -  LX3326
 LX3326  STATE/COUNTY-  CT/NEW LONDON
 LX3326  USGS QUAD   -  MONTVILLE (1983)
 LX3326
 LX3326                         *CURRENT SURVEY CONTROL
 LX3326  ___________________________________________________________________
 LX3326* NAD 83(1986)-  41 27 46.     (N)    072 14 28.     (W)     SCALED    
 LX3326* NAVD 88     -       178.371  (meters)     585.21   (feet)  ADJUSTED  
 LX3326  ___________________________________________________________________
 LX3326  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX3326  DYNAMIC HT  -         178.307 (meters)     585.00  (feet)  COMP
 LX3326  MODELED GRAV-     980,264.9   (mgal)                       NAVD 88
 LX3326
 LX3326  VERT ORDER  -  SECOND    CLASS I
 LX3326
 LX3326.The horizontal coordinates were scaled from a topographic map and have
 LX3326.an estimated accuracy of +/- 6 seconds.
 LX3326
 LX3326.The orthometric height was determined by differential leveling
 LX3326.and adjusted by the National Geodetic Survey in June 1991..
 LX3326
 LX3326.The geoid height was determined by GEOID03.
 LX3326
 LX3326.The dynamic height is computed by dividing the NAVD 88
 LX3326.geopotential number by the normal gravity value computed on the
 LX3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3326.degrees latitude (g = 980.6199 gals.).
 LX3326
 LX3326.The modeled gravity was interpolated from observed gravity values.
 LX3326
 LX3326;                    North         East    Units  Estimated Accuracy
 LX3326;SPC CT       -   222,430.      347,310.      MT  (+/- 180 meters Scaled)
 LX3326
 LX3326                          SUPERSEDED SURVEY CONTROL
 LX3326
 LX3326.No superseded survey control is available for this station.
 LX3326
 LX3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL304938(NAD 83)
 LX3326_MARKER: DR = REFERENCE MARK DISK
 LX3326_SETTING: 66 = SET IN ROCK OUTCROP
 LX3326_SP_SET: ROCK OUTCROP
 LX3326_STAMPING: MAYNARD NO 1 1942
 LX3326_MARK LOGO: CGS   
 LX3326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3326+STABILITY: POSITION/ELEVATION WELL
 LX3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3326+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3326
 LX3326  HISTORY     - Date     Condition        Report By
 LX3326  HISTORY     - 1942     MONUMENTED       CGS
 LX3326  HISTORY     - 1986     GOOD             NGS
 LX3326  HISTORY     - 1989     GOOD             USPSQD
 LX3326  HISTORY     - 19900428 GOOD             USPSQD
 LX3326  HISTORY     - 19901115 POOR             USPSQD
 LX3326  HISTORY     - 19991221 POOR             USPSQD
 LX3326  HISTORY     - 20030602 GOOD             USPSQD
 LX3326  HISTORY     - 20060412 GOOD             USPSQD
 LX3326
 LX3326                          STATION DESCRIPTION
 LX3326
 LX3326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3326'2.9 KM (1.8 MI) SE FROM SALEM FOUR CORNERS.
 LX3326'1.9 KM (1.2 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION
 LX3326'OF STATE HIGHWAY 82 IN SALEM FOUR CORNERS TO THE JUNCTION OF HORSE
 LX3326'POND ROAD, THENCE 1.0 KM (0.6 MI) NORTHEAST ALONG HORSE POND ROAD TO
 LX3326'ITS END AND THE MARK ON THE RIGHT, AT THE END OF A TWO-STORY APARTMENT
 LX3326'BUILDING NAMED (PINES) SET IN ROCK OUTCROP, 40 METERS (131.2 FT) EAST
 LX3326'OF THE STATION MARK, 8.05 METERS (26.4 FT) SOUTH OF THE WEST CORNER OF
 LX3326'PORCH OF A STONE PILLAR HOUSE, 31.4 METERS (103.0 FT) SOUTH OF THE
 LX3326'SOUTHEAST CORNER OF A PAVED PARKING LOT, 25.9 METERS (85.0 FT)
 LX3326'SOUTHEAST OF UTILITY POLE NO. 959.
 LX3326
 LX3326                          STATION RECOVERY (1989)
 LX3326
 LX3326'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3326'RECOVERED IN GOOD CONDITION.
 LX3326
 LX3326                          STATION RECOVERY (1990)
 LX3326
 LX3326'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3326'RECOVERED IN GOOD CONDITION.
 LX3326
 LX3326                          STATION RECOVERY (1990)
 LX3326
 LX3326'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3326'MARK RECOVERED IN POOR CONDITION.
 LX3326
 LX3326                          STATION RECOVERY (1999)
 LX3326
 LX3326'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3326'MARK RECOVERED IN POOR CONDITION.
 LX3326
 LX3326                          STATION RECOVERY (2003)
 LX3326
 LX3326'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3326'RECOVERED IN GOOD CONDITION.
 LX3326
 LX3326                          STATION RECOVERY (2006)
 LX3326
 LX3326'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5544 ***********************************************************************
 LX5544  DESIGNATION -  MAYNARD RM 3
 LX5544  PID         -  LX5544
 LX5544  STATE/COUNTY-  CT/NEW LONDON
 LX5544  USGS QUAD   -  MONTVILLE (1983)
 LX5544
 LX5544                         *CURRENT SURVEY CONTROL
 LX5544  ___________________________________________________________________
 LX5544* NAD 83(1996)-  41 27 46.28989(N)    072 14 29.33385(W)     ADJUSTED  
 LX5544* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 LX5544  ___________________________________________________________________
 LX5544  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 LX5544  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX5544
 LX5544  HORZ ORDER  -  FIRST
 LX5544
 LX5544.The horizontal coordinates were established by classical geodetic methods
 LX5544.and adjusted by the National Geodetic Survey in August 1998..
 LX5544
 LX5544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5544
 LX5544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5544
 LX5544.The geoid height was determined by GEOID03.
 LX5544
 LX5544;                    North         East     Units Scale Factor Converg.
 LX5544;SPC CT       -   222,439.062   347,283.267   MT  0.99998390   +0 20 13.8
 LX5544;SPC CT       -   729,785.49  1,139,378.52   sFT  0.99998390   +0 20 13.8
 LX5544;UTM  18      - 4,593,814.350   730,376.204   MT  1.00025319   +1 49 38.3
 LX5544
 LX5544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5544!SPC CT       -   0.99997677  x   0.99998390  =   0.99996068
 LX5544!UTM  18      -   0.99997677  x   1.00025319  =   1.00022996
 LX5544
 LX5544:                Primary Azimuth Mark                     Grid Az
 LX5544:SPC CT       -  RAYMOND HILL                             047 06 29.3
 LX5544:UTM  18      -  RAYMOND HILL                             045 37 04.8
 LX5544
 LX5544|---------------------------------------------------------------------|
 LX5544| PID    Reference Object                     Distance      Geod. Az  |
 LX5544|                                                           dddmmss.s |
 LX5544| LX5528 RAYMOND HILL                        APPROX. 5.5 KM 0472643.1 |
 LX5544| LX5541 MONTVILLE ATT MICROWAVE             APPROX. 3.3 KM 0782050.5 |
 LX5544| LX3326 MAYNARD RM 1                         25.143 METERS 08556     |
 LX5544| LX3327 MAYNARD                              14.763 METERS 29421     |
 LX5544|---------------------------------------------------------------------|
 LX5544
 LX5544                          SUPERSEDED SURVEY CONTROL
 LX5544
 LX5544  NAD 83(1992)-  41 27 46.28900(N)    072 14 29.33341(W) AD(       ) 1
 LX5544  NAD 83(1986)-  41 27 46.29029(N)    072 14 29.33621(W) AD(       ) 1
 LX5544  NAD 27      -  41 27 45.93776(N)    072 14 31.04791(W) AD(       ) 1
 LX5544  NGVD 29 (07/19/86)  178.6    (m)          586.     (f) VERT ANG       
 LX5544
 LX5544.Superseded values are not recommended for survey control.
 LX5544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5544.See file dsdata.txt to determine how the superseded data were derived.
 LX5544
 LX5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3037693814(NAD 83)
 LX5544_MARKER: DR = REFERENCE MARK DISK
 LX5544_SETTING: 80 = SET IN A BOULDER
 LX5544_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5544+STABILITY: SURFACE MOTION
 LX5544
 LX5544  HISTORY     - Date     Condition        Report By
 LX5544  HISTORY     - 1975     MONUMENTED       NGS
 LX5544  HISTORY     - 19991221 GOOD             USPSQD
 LX5544  HISTORY     - 20030602 MARK NOT FOUND   USPSQD
 LX5544
 LX5544                          STATION DESCRIPTION
 LX5544
 LX5544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5544'THE STATION IS ABOUT 4-1/2 MILES EAST OF OAKDALE, 3 MILES
 LX5544'NORTHWEST OF CHESTERFIELD, 1-1/2 MILES SOUTHEAST OF
 LX5544'SALEM FOUR CORNERS, ON MAYNARD HILL AND ON THE PROPERTY OF MR.
 LX5544'MAIRIAN KESZYCKI.  WEST SIDE BLVD.  BURLINGTON,
 LX5544'CONNECTICUT.  PHONE 673-3579.
 LX5544'
 LX5544'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82
 LX5544'AND 85 IN SALEM FOUR CORNERS, GO SOUTHEAST ON STATE HIGHWAY
 LX5544'85 FOR 1.2 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 LX5544'NORTH AND NORTHEAST ON A PAVED ROAD FOR 0.55 MILE TO THE END
 LX5544'OF THE ROAD AND THE PINE LODGE APARTMENTS ON THE RIGHT AND THE
 LX5544'STATION ON THE RIGHT AS DESCRIBED.
 LX5544'
 LX5544'STATION MARK, STAMPED MAYNARD 1942 RM 3 1975, IS A STANDARD
 LX5544'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT
 LX5544'18 INCHES BELOW THE GROUND SURFACE.  IT IS 101.4 FEET SOUTHWEST
 LX5544'OF THE SOUTHWEST CORNER OF THE PORCH OF THE OAK LODGE APARTMENTS,
 LX5544'96 FEET SOUTHWEST OF POWER LINE POLE NUMBER 959, 82.9 FEET
 LX5544'SOUTH OF THE SOUTHEAST CORNER OF THE PINE LODGE APARTMENTS AND
 LX5544'50 FEET EAST OF POWER LINE POLE NUMBER 958.
 LX5544'
 LX5544'MAYNARD 1942, STAMPED MAYNARD 1942, IS A STANDARD STATION
 LX5544'MARK DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP FLUSH
 LX5544'WITH THE GROUND SURFACE.  IT IS 61 FEET NORTHEAST OF THE SOUTH
 LX5544'CORNER OF AN OLD CONCRETE RESERVOIR, 46.1 FEET SOUTH OF THE
 LX5544'SOUTHEAST CORNER OF THE PINE LODGE APARTMENTS AND 31 FEET
 LX5544'NORTH-NORTHEAST OF POWER LINE POLE NUMBER 958.
 LX5544'
 LX5544'REFERENCE MARK 1, STAMPED MAYNARD NO 1 1942, IS A STANDARD
 LX5544'DISK CEMENTED IN A DRILL HOLE IN A 5-FOOT BOULDER THAT PROJECTS
 LX5544'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 85 FEET SOUTH OF
 LX5544'POWER LINE POLE NUMBER 959, 26 FEET SOUTHWEST OF THE SOUTHWEST
 LX5544'CORNER OF THE PORCH OF THE OAK LODGE APARTMENTS AND 18 FEET
 LX5544'NORTHEAST OF THE SOUTHWEST EDGE OF A LAWN.
 LX5544'
 LX5544'HEIGHT OF LIGHT ABOVE STATION MARK 23.0 METERS.
 LX5544
 LX5544                          STATION RECOVERY (1999)
 LX5544
 LX5544'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5544'RECOVERED IN GOOD CONDITION.
 LX5544
 LX5544                          STATION RECOVERY (2003)
 LX5544
 LX5544'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5907 ***********************************************************************
 LX5907  DESIGNATION -  MC CUTCHEONS CHIMNEY
 LX5907  PID         -  LX5907
 LX5907  STATE/COUNTY-  CT/MIDDLESEX
 LX5907  USGS QUAD   -  ESSEX (1977)
 LX5907
 LX5907                         *CURRENT SURVEY CONTROL
 LX5907  ___________________________________________________________________
 LX5907* NAD 83(1996)-  41 21 59.75786(N)    072 23 41.24608(W)     ADJUSTED  
 LX5907* NAVD 88     -                                                        
 LX5907  ___________________________________________________________________
 LX5907  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX5907  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX5907
 LX5907  HORZ ORDER  -  THIRD
 LX5907
 LX5907.The horizontal coordinates were established by classical geodetic methods
 LX5907.and adjusted by the National Geodetic Survey in August 1998..
 LX5907
 LX5907
 LX5907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5907
 LX5907.The geoid height was determined by GEOID03.
 LX5907
 LX5907;                    North         East     Units Scale Factor Converg.
 LX5907;SPC CT       -   211,684.599   334,519.559   MT  0.99998737   +0 14 07.9
 LX5907;SPC CT       -   694,501.89  1,097,502.92   sFT  0.99998737   +0 14 07.9
 LX5907;UTM  18      - 4,582,729.386   717,893.250   MT  1.00018433   +1 43 20.6
 LX5907
 LX5907                          SUPERSEDED SURVEY CONTROL
 LX5907
 LX5907  NAD 83(1992)-  41 21 59.75695(N)    072 23 41.24577(W) AD(       ) 4
 LX5907  NAD 83(1986)-  41 21 59.75878(N)    072 23 41.24892(W) AD(       ) 4
 LX5907  NAD 27      -  41 21 59.40000(N)    072 23 42.95500(W) AD(       ) 3
 LX5907
 LX5907.Superseded values are not recommended for survey control.
 LX5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5907.See file dsdata.txt to determine how the superseded data were derived.
 LX5907
 LX5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1789382729(NAD 83)
 LX5907
 LX5907  HISTORY     - Date     Condition        Report By
 LX5907  HISTORY     - 1935     MONUMENTED       CGS
 LX5907  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5907  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 LX5907
 LX5907                          STATION DESCRIPTION
 LX5907
 LX5907'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5907'THE HARRY MC CUTCHEON PLACE IS ABOUT 500 FEET S OF THE RIVER
 LX5907'ROAD FROM ESSEX TO DEEP RIVER, 1.4 MILES FROM ESSEX SQUARE.  THE
 LX5907'HOUSE IS 2 1/2-STORIES HIGH WITH A SMALL 1 1/2-STORY WING
 LX5907'ATTACHED TO THE SOUTHWESTERLY CORNER.  IT IS BUILT OF WOOD,
 LX5907'PAINTED WHITE, WITH LIGHT GREEN SHUTTERS.
 LX5907'
 LX5907'THE DISTINGUISHING FEATURE IS TWO RED-BRICK CHIMNEYS, CLOSE
 LX5907'TOGETHER, NEAR THE MIDDLE OF THE MAIN ROOF.  THERE IS A SIMILAR
 LX5907'LOWER CHIMNEY ON THE WING.
 LX5907'
 LX5907'CENTER IS THE CENTER LINE OF THE SOUTHERLY CHIMNEY ON THE
 LX5907'MAIN HOUSE.
 LX5907
 LX5907                          STATION RECOVERY (1948)
 LX5907
 LX5907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5907'THIS STATION HAS BEEN DESTROYED.
 LX5907
 LX5907                          STATION RECOVERY (1997)
 LX5907
 LX5907'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5907'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5819 ***********************************************************************
 LX5819  DESIGNATION -  MC LEODS CHIMNEY
 LX5819  PID         -  LX5819
 LX5819  STATE/COUNTY-  CT/NEW LONDON
 LX5819  USGS QUAD   -  OLD LYME (1976)
 LX5819
 LX5819                         *CURRENT SURVEY CONTROL
 LX5819  ___________________________________________________________________
 LX5819* NAD 83(1996)-  41 18 11.61889(N)    072 19 07.04004(W)     ADJUSTED  
 LX5819* NAVD 88     -                                                        
 LX5819  ___________________________________________________________________
 LX5819  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LX5819  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX5819
 LX5819  HORZ ORDER  -  THIRD
 LX5819
 LX5819.The horizontal coordinates were established by classical geodetic methods
 LX5819.and adjusted by the National Geodetic Survey in August 1998..
 LX5819
 LX5819
 LX5819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5819
 LX5819.The geoid height was determined by GEOID03.
 LX5819
 LX5819;                    North         East     Units Scale Factor Converg.
 LX5819;SPC CT       -   204,675.656   340,927.346   MT  0.99999119   +0 17 09.7
 LX5819;SPC CT       -   671,506.71  1,118,525.80   sFT  0.99999119   +0 17 09.7
 LX5819;UTM  18      - 4,575,887.481   724,482.011   MT  1.00022021   +1 46 14.0
 LX5819
 LX5819                          SUPERSEDED SURVEY CONTROL
 LX5819
 LX5819  NAD 83(1992)-  41 18 11.61789(N)    072 19 07.03972(W) AD(       ) 4
 LX5819  NAD 83(1986)-  41 18 11.61966(N)    072 19 07.04311(W) AD(       ) 4
 LX5819  NAD 27      -  41 18 11.27000(N)    072 19 08.75600(W) AD(       ) 3
 LX5819
 LX5819.Superseded values are not recommended for survey control.
 LX5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5819.See file dsdata.txt to determine how the superseded data were derived.
 LX5819
 LX5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2448275887(NAD 83)
 LX5819_MARKER: 85 = CHIMNEY
 LX5819
 LX5819  HISTORY     - Date     Condition        Report By
 LX5819  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5819  HISTORY     - 1954     GOOD             CGS
 LX5819  HISTORY     - 1984     GOOD             USPSQD
 LX5819
 LX5819                          STATION DESCRIPTION
 LX5819
 LX5819'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5819'THE HOUSE ON THE CEDARS ESTATE OF N.C. MC LEOD IS A PROMINENT
 LX5819'LANDMARK ENTERING THE CONNECTICUT RIVER.  IT IS ONE AND A HALF
 LX5819'STORIES HIGH, BUILT OF NATIVE STONE AND HAS BLUE WOODEN
 LX5819'SHUTTERS.  FOUR DORMERS FACE SOUTHWESTERLY BETWEEN TWO LARGER
 LX5819'GABLES.  THERE ARE THREE STONE CHIMNEYS ON THE HOUSE.  ONE NEAR
 LX5819'THE N CORNER, ONE IN THE ANGLE OF A WING EXTENDING NE FROM THE S
 LX5819'END AND ONE IN FRONT BETWEEN THE TWO PAIRS OF DORMERS.
 LX5819'
 LX5819'CENTER IS THE CENTER LINE OF THE FRONT CHIMNEY.
 LX5819
 LX5819                          STATION RECOVERY (1954)
 LX5819
 LX5819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5819'STATION RECOVERED.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LX5819
 LX5819                          STATION RECOVERY (1984)
 LX5819
 LX5819'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5819'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LX5819'EXCEPT THAT THERE ARE FIVE DORMERS FACING SOUTHWESTERLY.  THE
 LX5819'PROPERTY BELONGS TO V. MORRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5477 ***********************************************************************
 LX5477  DESIGNATION -  MC LERNON CHIMNEY
 LX5477  PID         -  LX5477
 LX5477  STATE/COUNTY-  CT/NEW LONDON
 LX5477  USGS QUAD   -  NIANTIC (1983)
 LX5477
 LX5477                         *CURRENT SURVEY CONTROL
 LX5477  ___________________________________________________________________
 LX5477* NAD 83(1996)-  41 20 35.57898(N)    072 10 26.78514(W)     ADJUSTED  
 LX5477* NAVD 88     -                                                        
 LX5477  ___________________________________________________________________
 LX5477  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LX5477  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX5477
 LX5477  HORZ ORDER  -  THIRD
 LX5477
 LX5477.The horizontal coordinates were established by classical geodetic methods
 LX5477.and adjusted by the National Geodetic Survey in August 1998..
 LX5477
 LX5477
 LX5477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5477
 LX5477.The geoid height was determined by GEOID03.
 LX5477
 LX5477;                    North         East     Units Scale Factor Converg.
 LX5477;SPC CT       -   209,187.227   353,000.357   MT  0.99998864   +0 22 54.7
 LX5477;SPC CT       -   686,308.43  1,158,135.34   sFT  0.99998864   +0 22 54.7
 LX5477;SPC NY L     -   132,249.398   452,816.001   MT  1.00003189   +1 11 39.4
 LX5477;SPC NY L     -   433,888.23  1,485,613.83   sFT  1.00003189   +1 11 39.4
 LX5477;UTM  18      - 4,580,711.707   736,437.195   MT  1.00028804   +1 52 03.2
 LX5477
 LX5477                          SUPERSEDED SURVEY CONTROL
 LX5477
 LX5477  NAD 83(1992)-  41 20 35.57788(N)    072 10 26.78444(W) AD(       ) 4
 LX5477  NAD 83(1986)-  41 20 35.57931(N)    072 10 26.78899(W) AD(       ) 4
 LX5477  NAD 27      -  41 20 35.24000(N)    072 10 28.51000(W) AD(       ) 3
 LX5477
 LX5477.Superseded values are not recommended for survey control.
 LX5477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5477.See file dsdata.txt to determine how the superseded data were derived.
 LX5477
 LX5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3643780712(NAD 83)
 LX5477_MARKER: 85 = CHIMNEY
 LX5477
 LX5477  HISTORY     - Date     Condition        Report By
 LX5477  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5477  HISTORY     - 1968     GOOD             CGS
 LX5477  HISTORY     - 1984     GOOD             USPSQD
 LX5477
 LX5477                          STATION DESCRIPTION
 LX5477
 LX5477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5477'THE ONE-STORY SHINGLE COTTAGE IS LOCATED ON THE E SIDE OF
 LX5477'RIVERSIDE DRIVE NE OF TRIANGULATION STATION MC LERNON AND JUST S
 LX5477'OF THE TIMBERED AREA.  THERE IS A DEEP RAVINE ACROSS THE DRIVE
 LX5477'FROM THE HOUSE.  THE CHIMNEY IS RECTANGULAR AND TAPERS FROM THE
 LX5477'ROOF TO THE TOP.  IT IS MADE OF BRICK AND PAINTED A BRIGHT
 LX5477'RED.  THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT
 LX5477'ABOUT 20 FEET.
 LX5477
 LX5477                          STATION RECOVERY (1968)
 LX5477
 LX5477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5477'RECOVERED.  RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5477
 LX5477                          STATION RECOVERY (1984)
 LX5477
 LX5477'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5477'MCLERNON CHIMNEY RECOVERED AS DESCRIBED.
 LX5477'
 LX5477'THE ONE-STORY SHINGLE COTTAGE IS LOCATED ON THE E SIDE OF NIANTIC
 LX5477'RIVER ROAD NOT RIVERSIDE DRIVE.
 LX5477'
 LX5477'PROPERTY NOW OWNED BY A MRS. UNGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6820 ***********************************************************************
 LX6820  DESIGNATION -  MCAULIFFE
 LX6820  PID         -  LX6820
 LX6820  STATE/COUNTY-  CT/MIDDLESEX
 LX6820  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6820
 LX6820                         *CURRENT SURVEY CONTROL
 LX6820  ___________________________________________________________________
 LX6820* NAD 83(1996)-  41 34 52.66145(N)    072 37 08.06092(W)     ADJUSTED  
 LX6820* NAVD 88     -       108.7    (meters)     357.     (feet)  VERTCON   
 LX6820  ___________________________________________________________________
 LX6820  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX6820  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX6820
 LX6820  HORZ ORDER  -  FIRST
 LX6820
 LX6820.The horizontal coordinates were established by classical geodetic methods
 LX6820.and adjusted by the National Geodetic Survey in August 1998..
 LX6820
 LX6820.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6820
 LX6820.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6820
 LX6820.The geoid height was determined by GEOID03.
 LX6820
 LX6820;                    North         East     Units Scale Factor Converg.
 LX6820;SPC CT       -   235,476.171   315,732.588   MT  0.99998349   +0 05 12.9
 LX6820;SPC CT       -   772,558.07  1,035,866.00   sFT  0.99998349   +0 05 12.9
 LX6820;UTM  18      - 4,606,027.727   698,490.895   MT  1.00008487   +1 34 50.9
 LX6820
 LX6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6820!SPC CT       -   0.99998759  x   0.99998349  =   0.99997108
 LX6820!UTM  18      -   0.99998759  x   1.00008487  =   1.00007246
 LX6820
 LX6820:                Primary Azimuth Mark                     Grid Az
 LX6820:SPC CT       -  PORTLAND AMERICAN TEL E TWR              000 22 05.7
 LX6820:UTM  18      -  PORTLAND AMERICAN TEL E TWR              358 52 27.7
 LX6820
 LX6820|---------------------------------------------------------------------|
 LX6820| PID    Reference Object                     Distance      Geod. Az  |
 LX6820|                                                           dddmmss.s |
 LX6820| LX6821 PORTLAND AMERICAN TEL E TWR         APPROX. 3.9 KM 0002718.6 |
 LX6820| LX6783 SIMPSON RESET                       APPROX. 5.7 KM 0050426.0 |
 LX6820| CZ6774 MCAULIFFE RM 2                       25.553 METERS 00610     |
 LX6820| LX6843 WANNERSTROMS SILO                   APPROX. 5.0 KM 0162720.2 |
 LX6820| LX6844 PORTLAND BORDONAROS WIND TWR        APPROX. 4.8 KM 0194905.8 |
 LX6820| LX6836 PORTLAND WILLIAMS GARAGE CUP        APPROX. 3.3 KM 0331950.9 |
 LX6820| LX6837 PORTLAND ROSE HILL SCH CUPOLA       APPROX. 2.8 KM 0411008.8 |
 LX6820| LX6833 EUREKA SPOIL BANK NORTH             APPROX. 2.7 KM 0582332.4 |
 LX6820| LX6828 EUREKA SPOIL BANK SOUTH             APPROX. 2.6 KM 0630545.9 |
 LX6820| LX6923 PENFIELD 2                          APPROX. 3.7 KM 0885225.6 |
 LX6820| LX6861 TERPS SILO                          APPROX. 8.7 KM 1122611.2 |
 LX6820| LX6904 MIDDLETOWN STATE HOSP STK NEW       APPROX. 4.4 KM 1323856.6 |
 LX6820| LX6817 VICCHITTOS BARN VENT                APPROX. 4.7 KM 1730323.0 |
 LX6820| LX6943 MIDDLETOWN STATE HOSP TOWER         APPROX. 3.5 KM 1940706.1 |
 LX6820| LX6944 MIDDLETOWN STATE HOSPITAL STK       APPROX. 3.3 KM 1945706.7 |
 LX6820| LX6948 CHARLES BRAINARDS CUPOLA            APPROX. 4.9 KM 2033052.1 |
 LX6820| LX6298 READS GAP AIRWAY BEACON             APPROX.16.2 KM 2171115.3 |
 LX6820| LX6962 ST MARYS CHURCH TOWER               APPROX. 4.0 KM 2211549.6 |
 LX6820| LX6981 LONG LANE STATE FARM TOWER          APPROX. 5.4 KM 2241556.6 |
 LX6820| LX6980 LONG LANE STATE FARM CHAPEL         APPROX. 5.4 KM 2250851.8 |
 LX6820| LX6974 MIDDLETOWN WESLEYAN CHAPEL          APPROX. 4.2 KM 2272558.2 |
 LX6820| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX. 3.6 KM 2284659.8 |
 LX6820| LX6972 WESLEYAN STACK                      APPROX. 4.2 KM 2285144.9 |
 LX6820| LX6970 MIDDLETOWN CATH CHURCH SPIRE        APPROX. 3.3 KM 2394136.3 |
 LX6820| LX7163 WEST PEAK THE TOWER                 APPROX.18.3 KM 2612642.9 |
 LX6820| CZ6775 MCAULIFFE RM 3 AZIMUTH                             26722     |
 LX6820| LX6959 MIDDLETOWN RUSSELLS ELEV TANK       APPROX. 6.6 KM 2692346.9 |
 LX6820| CZ6773 MCAULIFFE RM 1                       27.597 METERS 27202     |
 LX6820| LX6992 MIDDLETOWN TUTTLE BRICK CO STK      APPROX. 5.4 KM 2844805.3 |
 LX6820| LX6988 BERLIN CONG CH SPIRE                APPROX.11.5 KM 2914421.6 |
 LX6820| LX6979 CROMWELL SWEDISH ORPHAN SILO        APPROX. 4.1 KM 2985506.3 |
 LX6820| LX6971 CROMWELL PIERSONS SHORT STACK       APPROX. 3.8 KM 3025626.3 |
 LX6820| LX6969 CROMWELL ROMAN CATH CHURCH          APPROX. 3.7 KM 3035137.5 |
 LX6820| LX6968 CROMWELL CONG CH TOWER              APPROX. 2.8 KM 3073318.2 |
 LX6820| LX6964 CROMWELL PIERSONS STACK             APPROX. 3.6 KM 3144532.8 |
 LX6820| LX6965 CROMWELL ELEVATED TANK              APPROX. 3.9 KM 3213236.2 |
 LX6820| LX6946 EAST CROMWELL PIERSONS STACK        APPROX. 3.7 KM 3231314.5 |
 LX6820| LX6900 PORTLAND CONG CHURCH                APPROX. 1.2 KM 3372109.2 |
 LX6820| LX6897 CROMWELL AMERICAN TEL W TWR         APPROX. 3.8 KM 3545951.0 |
 LX6820|---------------------------------------------------------------------|
 LX6820
 LX6820                          SUPERSEDED SURVEY CONTROL
 LX6820
 LX6820  NAD 83(1992)-  41 34 52.66079(N)    072 37 08.06087(W) AD(       ) 1
 LX6820  NAD 83(1986)-  41 34 52.66272(N)    072 37 08.06285(W) AD(       ) 1
 LX6820  NAD 27      -  41 34 52.30000(N)    072 37 09.73600(W) AD(       ) 1
 LX6820  NGVD 29 (07/19/86)  109.0    (m)          358.     (f) VERT ANG       
 LX6820
 LX6820.Superseded values are not recommended for survey control.
 LX6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6820.See file dsdata.txt to determine how the superseded data were derived.
 LX6820
 LX6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9849106028(NAD 83)
 LX6820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6820+STABILITY: SURFACE MOTION
 LX6820
 LX6820  HISTORY     - Date     Condition        Report By
 LX6820  HISTORY     - 1934     MONUMENTED       CGS
 LX6820  HISTORY     - 1943     SEE DESCRIPTION  CGS
 LX6820  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6820  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6820  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6820  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6820
 LX6820                          STATION DESCRIPTION
 LX6820
 LX6820'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6820'THE STATION IS REACHED FROM THE PORTLAND TOWN HALL.  GO NORTHERLY
 LX6820'ON MAIN STREET 1.0 MILE, TURN RIGHT ON WILLIAMS STREET AND GO
 LX6820'0.6 MILE TO MRS. NELLIE MC AULIFFES HOUSE, BEAR RIGHT INTO PRIVATE
 LX6820'ROAD AND GO 0.15 MILE ALONG THE EDGE OF A TOBACCO FIELD TO THE
 LX6820'TOP OF HALL OR CROW HILL.  THE STATION IS MARKED BY A STANDARD
 LX6820'DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE BLOCK
 LX6820'FLUSH WITH THE GROUND IN THE EDGE OF THE WOODS ABOUT 10 METERS
 LX6820'EASTERLY OF THE ROAD.  THE SUB-SURFACE MARK IS A STANDARD DISK
 LX6820'SET IN AN IRREGULAR MASS OF CONCRETE.
 LX6820'
 LX6820'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 2 ARE STANDARD
 LX6820'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 LX6820'11A.  REFERENCE MARKS NOS. 1 AND 3 ARE STANDARD BRONZE DISKS IN
 LX6820'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6820'
 LX6820'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6820'LEDGE N 80 DEG W OF THE STATION AND NEAR THE W EDGE OF THE
 LX6820'ROAD.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 12- BY
 LX6820'12- BY 30-INCH CONCRETE POST N 20 DEG E OF THE STATION.  REFERENCE
 LX6820'MARK NO. 3 IS A STANDARD DISK SET IN A DRILL HOLE IN LEDGE ACROSS
 LX6820'THE TOBACCO FIELD N 75 DEG W OF THE STATION AND NEAR THE WOODS.
 LX6820'
 LX6820'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LX6820
 LX6820                          STATION RECOVERY (1943)
 LX6820
 LX6820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 LX6820'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  ALL
 LX6820'WERE IN GOOD CONDITION.
 LX6820'
 LX6820'STATION PROJECTS 6 INCHES AND IS STAMPED MC AULIFFE 1934.
 LX6820'
 LX6820'REFERENCE MARK 1 IS FLUSH WITH THE SURFACE OF THE GROUND AND
 LX6820'IS STAMPED MC AULIFFE NO. 1 1934.
 LX6820'
 LX6820'REFERENCE MARK 2 PROJECTS 6 INCHES AND IS STAMPED MC AULIFFE
 LX6820'NO. 2 1934.
 LX6820'
 LX6820'REFERENCE MARK 3 IS STAMPED MC AULIFFE NO. 3 1934.
 LX6820'
 LX6820'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT HOFMAN 1935.
 LX6820'
 LX6820'A 50-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT HIGBY (CONN. GEOD.S.)
 LX6820'
 LX6820'A 50-FOOT TOWER WILL SEE A 47-FOOT LIGHT AT WEST PEAK
 LX6820'(CONN. GEOD.S.) ECC.
 LX6820
 LX6820                          STATION RECOVERY (1948)
 LX6820
 LX6820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6820'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE
 LX6820'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 LX6820'
 LX6820'1.  PROPERTY IS OWNED BY R.J. BUCKLEY AND OCCUPIED BY P.W. BUCKLEY.
 LX6820'
 LX6820'2.  THE PRIVATE ROAD IS NOW OVERGROWN.  PROCEED 0.15 MILE BY
 LX6820'FOOT.
 LX6820
 LX6820                          STATION RECOVERY (1971)
 LX6820
 LX6820'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6820'THE STATION AND REFERENCE MARK 1, REFERENCE MARK 2 WERE FOUND IN
 LX6820'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT FOUND AND BELIEVED TO
 LX6820'BE KNOCKED OUT BY SCHOOL CONSTRUCTION.
 LX6820
 LX6820                          STATION RECOVERY (1976)
 LX6820
 LX6820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6820'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX6820'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED.  THE
 LX6820'DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE LESS BY 01 MINUTE
 LX6820'AND 12 SECONDS.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO
 LX6820'TO BE GREATER BY 01 MINUTE AND 16 SECONDS.  THE DISTANCE TO
 LX6820'REFERENCE MARK 1 WAS FOUND LONGER BY 0.020 OF A METER AND THE
 LX6820'DISTANCE TO REFERENCE MARK 2 WAS FOUND LONGER BY 0.020 OF A
 LX6820'METER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX6820'
 LX6820'THE STATION IS ABOUT 2 MILES NORTHEAST OF MIDDLETOWN, 1-1/2
 LX6820'MILES NORTHEAST OF THE BRIDGE OVER THE CONNECTICUT RIVER
 LX6820'BETWEEN MIDDLETOWN AND PORTLAND, 1 MILE NORTHEAST OF PORTLAND,
 LX6820'1 MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 17 AND 66,
 LX6820'AT THE SOUTHEAST EDGE OF THE PORTLAND HIGH SCHOOL GROUNDS AND
 LX6820'ON PROPERTY OWNED BY THE CITY OF PORTLAND.
 LX6820'
 LX6820'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER THE
 LX6820'CONNECTICUT RIVER BETWEEN MIDDLETOWN AND PORTLAND, GO EAST AND
 LX6820'NORTH ON STATE HIGHWAYS 17 AND 66 FOR 0.3 MILE TO THE JUNCTION
 LX6820'OF STATE HIGHWAY 17A.  TURN RIGHT AND GO EAST ON STATE HIGHWAYS
 LX6820'17 AND 66 FOR 2.2 MILES TO WHERE HIGHWAY 17 TURNS LEFT.  TURN
 LX6820'LEFT AND GO NORTHERLY ON HIGHWAY 17 FOR 0.35 MILE TO A
 LX6820'CROSSROAD (AMES HOLLOW ROAD TO THE RIGHT AND WILLIAMS ROAD TO
 LX6820'THE LEFT).  TURN LEFT AND GO WESTERLY UPHILL ON WILLIAMS ROAD
 LX6820'FOR 0.9 MILE TO THE JUNCTION OF HIGH STREET.  TURN LEFT AND
 LX6820'GO SOUTHWESTERLY ON HIGH STREET FOR 0.25 MILE TO THE JUNCTION
 LX6820'OF BUTLER LANE ON THE LEFT.  TURN LEFT AND GO SOUTHEAST AND
 LX6820'SOUTH ON BUTLER LANE FOR 0.1 MILE TO THE NORTHWEST CORNER OF
 LX6820'A SCHOOL BUILDING AND A PAVED DRIVE LEADING TO AN ATHLETIC
 LX6820'FIELD.  TURN LEFT ONTO THE PAVED DRIVE AND GO SOUTHEAST FOR
 LX6820'ABOUT 200 FEET TO A FENCE AROUND THE ATHLETIC FIELD.  TURN
 LX6820'LEFT AND FOLLOW THE FENCE AROUND THE ATHLETIC FIELD TO THE
 LX6820'OTHER END AND THE STATION ON THE LEFT IN THE WOODS AS
 LX6820'DESCRIBED.
 LX6820'
 LX6820'STATION MARKS, STAMPED---MCAULIFFE 1934---, ARE STANDARD DISKS.
 LX6820'THE SURFACE DISK IS SET IN TOP OF A 12-INCH SQUARE CONCRETE
 LX6820'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.
 LX6820'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LX6820'BELOW THE GROUND SURFACE (DEPTH NOT KNOWN).  THEY ARE 194 FEET
 LX6820'SOUTHEAST OF THE FENCE AROUND THE ATHLETIC FIELD, 75 FEET EAST
 LX6820'OF A METAL WITNESS POST, 41 FEET NORTHEAST OF A 20-INCH OAK
 LX6820'TREE AND 20 FEET SOUTHEAST OF A 16-INCH OAK TREE.
 LX6820'
 LX6820'REFERENCE MARK 1, STAMPED---MCAULIFFE NO 1 1934---, IS A
 LX6820'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 LX6820'WHICH IS ABOUT 6 INCHES BELOW THE GROUND SURFACE.  IT IS 110
 LX6820'FEET SOUTHEAST OF THE FENCE AROUND THE ATHLETIC FIELD, 28 FEET
 LX6820'SOUTHWEST OF CENTER OF A WOODS ROAD AND 16.5 FEET WEST OF A
 LX6820'METAL WITNESS POST.
 LX6820'
 LX6820'REFERENCE MARK 2, STAMPED---MCAULIFFE NO 2 1934---, IS A
 LX6820'STANDARD DISK SET IN TOP OF A 12-INCH
 LX6820'SQUARE CONCRETE POST WHICH IS
 LX6820'FLUSH WITH THE GROUND SURFACE.  IT IS 79 FEET SOUTHWEST OF A
 LX6820'PAVED DRIVEWAY, 14.5 FEET SOUTHEAST OF A DOUBLE TRUNK TREE, 9
 LX6820'FEET EAST OF A DOUBLE TRUNK TREE AND 3 FEET NORTHWEST OF A
 LX6820'METAL WITNESS POST.
 LX6820'
 LX6820'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX6820'
 LX6820'HEIGHT OF LIGHT SHOWN ABOVE THE STATION WAS 26.2 METERS.
 LX6820'
 LX6820'DESCRIBED BY E.L. WORD.
 LX6820
 LX6820                          STATION RECOVERY (1978)
 LX6820
 LX6820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6820'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX6820'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 LX6820'MARKS CHECKED THE 1976 DATA.  A COMPLETE NEW DESCRIPTION
 LX6820'FOLLOWS.
 LX6820'
 LX6820'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF MIDDLETOWN,
 LX6820'1-1/2 MILES NORTHEAST OF THE BRIDGE OVER THE CONNECTICUT
 LX6820'RIVER, (BETWEEN MIDDLETOWN AND PORTLAND), 1 MILE NORTHEAST
 LX6820'OF PORTLAND, 1 MILE NORTHWEST OF THE JUNCTION OF STATE
 LX6820'HIGHWAYS 17 AND 66, AT THE SOUTHEAST EDGE OF THE PORTLAND HIGH
 LX6820'SCHOOL GROUNDS AND ON PROPERTY OWNED BY THE CITY OF PORTLAND.
 LX6820'
 LX6820'TO REACH THE STATION FROM THE CENTER OF THE BRIDGE OVER THE
 LX6820'CONNECTICUT RIVER, BETWEEN MIDDLETOWN AND PORTLAND, GO EAST
 LX6820'AND NORTH ON STATE HIGHWAYS 17 AND 66 FOR 0.3 MILE TO THE
 LX6820'JUNCTION OF STATE HIGHWAY 17A.  TURN RIGHT AND GO EAST ON
 LX6820'HIGHWAYS 17 AND 66 FOR 2.0 MILES TO WHERE HIGHWAY
 LX6820'17 TURNS LEFT.  TURN LEFT
 LX6820'AND GO NORTHERLY ON HIGHWAY 17 FOR 0.4 MILES TO A CROSSROAD
 LX6820'(AMES HOLLOW ROAD TO THE RIGHT AND WILLIAMS ROAD TO THE LEFT).
 LX6820'TURN LEFT AND GO WESTERLY UPHILL ON WILLIAMS ROAD FOR 0.9
 LX6820'MILE TO THE JUNCTION OF HIGH STREET.  TURN LEFT AND GO
 LX6820'SOUTHERLY ON HIGH STREET FOR 0.25 MILE TO THE JUNCTION OF
 LX6820'BUTLER LANE ON THE
 LX6820'LEFT.  TURN LEFT AND GO SOUTHEAST AND SOUTH ON
 LX6820'BUTLER LANE FOR 0.1 MILE TO THE NORTHWEST CORNER OF A SCHOOL
 LX6820'BUILDING AND A PAVED DRIVE LEADING TO AN ATHLETIC FIELD.
 LX6820'TURN LEFT ONTO THE PAVED DRIVE AND GO SOUTHEAST FOR ABOUT
 LX6820'FOR ABOUT 200 FEET TO A FENCE AROUND THE ATHLETIC FIELD.
 LX6820'TURN LEFT AND FOLLOW THE FENCE AROUND THE ATHLETIC FIELD
 LX6820'FOR 0.2 MILE TO THE OTHER END OF FIELD AND THE STATION ON
 LX6820'THE LEFT IN THE WOODS AS DESCRIBED.
 LX6820'
 LX6820'THE STATIONS MARKS ARE
 LX6820'STANDARD DISKS STAMPED---MCAULIFFE 1934---.
 LX6820'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 LX6820'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 LX6820'SURFACE AND HAS A METAL ROD
 LX6820'DRIVEN IN THE GROUND BESIDE THE STATION.  IT IS 88.6 FEET
 LX6820'EAST OF A WITNESS POST, 40.5 FEET NORTHEAST OF A 20-INCH OAK
 LX6820'TREE AND 20.7 FEET SOUTHEAST OF A-16 INCH OAK TREE.  THE OLD
 LX6820'DATA STATES THERE IS AN UNDERGROUND DISK.
 LX6820'
 LX6820'REFERENCE MARK 1, A STANDARD DISK STAMPED---MCAULIFFE NO 1
 LX6820'1934---, IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH
 LX6820'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 110 FEET
 LX6820'SOUTHEAST OF THE FENCE AROUND THE ATHLETIC FIELD, 28 FEET
 LX6820'SOUTHWEST OF A WOODS ROAD AND 3.8 FEET NORTH-NORTHWEST OF A
 LX6820'METAL WITNESS POST.
 LX6820'
 LX6820'REFERENCE MARK 2, A STANDARD DISK STAMPED---MCAULIFFE NO 2
 LX6820'1934---, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX6820'MONUMENT, FLUSH WITH THE GROUND SURFACE.  IT IS 81 FEET
 LX6820'SOUTHWEST OF A PAVED DRIVEWAY, 14.9 FEET EAST-SOUTHEAST OF A
 LX6820'10-INCH DOUBLE TRUNKED TREE, 9.3 FEET WEST OF AN 8-INCH DOUBLE
 LX6820'TRUNKED MAPLE TREE AND 2.9 FEET NORTHWEST OF A METAL WITNESS
 LX6820'POST.
 LX6820'
 LX6820'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
 LX6820'
 LX6820'NO SUITABLE LOCATION WAS FOUND TO SET A DISTANT REFERENCE MARK
 LX6820'OR AN AZIMUTH MARK.
 LX6820'
 LX6820'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5444 ***********************************************************************
 LX5444  DESIGNATION -  MCCOOK
 LX5444  PID         -  LX5444
 LX5444  STATE/COUNTY-  CT/NEW LONDON
 LX5444  USGS QUAD   -  NIANTIC (1983)
 LX5444
 LX5444                         *CURRENT SURVEY CONTROL
 LX5444  ___________________________________________________________________
 LX5444* NAD 83(1996)-  41 19 07.68474(N)    072 11 45.18303(W)     ADJUSTED  
 LX5444* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 LX5444  ___________________________________________________________________
 LX5444  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LX5444  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5444
 LX5444  HORZ ORDER  -  FIRST
 LX5444
 LX5444.The horizontal coordinates were established by classical geodetic methods
 LX5444.and adjusted by the National Geodetic Survey in August 1998..
 LX5444
 LX5444.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5444
 LX5444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5444
 LX5444.The geoid height was determined by GEOID03.
 LX5444
 LX5444;                    North         East     Units Scale Factor Converg.
 LX5444;SPC CT       -   206,463.849   351,195.114   MT  0.99999013   +0 22 02.7
 LX5444;SPC CT       -   677,373.48  1,152,212.64   sFT  0.99999013   +0 22 02.7
 LX5444;SPC NY L     -   129,500.582   451,049.487   MT  1.00002831   +1 10 48.1
 LX5444;SPC NY L     -   424,869.83  1,479,818.19   sFT  1.00002831   +1 10 48.1
 LX5444;UTM  18      - 4,577,941.639   734,702.639   MT  1.00027798   +1 51 08.1
 LX5444
 LX5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5444!SPC CT       -   1.00000465  x   0.99999013  =   0.99999478
 LX5444!SPC NY L     -   1.00000465  x   1.00002831  =   1.00003296
 LX5444!UTM  18      -   1.00000465  x   1.00027798  =   1.00028263
 LX5444
 LX5444:                Primary Azimuth Mark                     Grid Az
 LX5444:SPC CT       -  MILLSTONE ATOMIC UTIL STACK              111 28 21.9
 LX5444:SPC NY L     -  MILLSTONE ATOMIC UTIL STACK              110 39 36.5
 LX5444:UTM  18      -  MILLSTONE ATOMIC UTIL STACK              109 59 16.5
 LX5444
 LX5444|---------------------------------------------------------------------|
 LX5444| PID    Reference Object                     Distance      Geod. Az  |
 LX5444|                                                           dddmmss.s |
 LX5444| LX5510 MILLSTONE ATOMIC UTIL STACK         APPROX. 2.7 KM 1115024.6 |
 LX5444| LX5437 CRESCENT PARK HOUSE CHIMNEY         APPROX. 1.1 KM 2105759.6 |
 LX5444| LX5513 COOK                                110.260 METERS 25215     |
 LX5444| CZ6776 MCCOOK RM 1                          15.920 METERS 26046     |
 LX5444| CZ6778 MCCOOK RM 3                          25.056 METERS 30832     |
 LX5444| CZ6777 MCCOOK RM 2                          22.900 METERS 31830     |
 LX5444|---------------------------------------------------------------------|
 LX5444
 LX5444                          SUPERSEDED SURVEY CONTROL
 LX5444
 LX5444  NAD 83(1992)-  41 19 07.68359(N)    072 11 45.18241(W) AD(       ) 1
 LX5444  NAD 83(1986)-  41 19 07.68528(N)    072 11 45.18693(W) AD(       ) 1
 LX5444  NAD 27      -  41 19 07.33643(N)    072 11 46.90829(W) AD(       ) 1
 LX5444  NGVD 29 (07/19/86)    1.2    (m)            4.     (f) VERT ANG       
 LX5444
 LX5444.Superseded values are not recommended for survey control.
 LX5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5444.See file dsdata.txt to determine how the superseded data were derived.
 LX5444
 LX5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3470377942(NAD 83)
 LX5444_MARKER: DS = TRIANGULATION STATION DISK
 LX5444_SETTING: 80 = SET IN A BOULDER
 LX5444_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX5444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5444+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 LX5444
 LX5444  HISTORY     - Date     Condition        Report By
 LX5444  HISTORY     - 1934     MONUMENTED       CGS
 LX5444  HISTORY     - 1968     GOOD             CGS
 LX5444  HISTORY     - 1975     GOOD             NGS
 LX5444  HISTORY     - 1989     GOOD             USPSQD
 LX5444  HISTORY     - 20011001 GOOD             USPSQD
 LX5444  HISTORY     - 20030417 GOOD             USPSQD
 LX5444  HISTORY     - 20051223 GOOD             USPSQD
 LX5444
 LX5444                          STATION DESCRIPTION
 LX5444
 LX5444'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5444'THE STATION IS LOCATED ON MC COOK POINT ON THE W SIDE OF NIANTIC
 LX5444'BAY, THIS POINT BEING THE FIRST ONE S OF THE NEW YORK, NEW HAVEN
 LX5444'AND HARTFORD RAILROAD AND APPROXIMATELY 700 FEET AWAY.  THE POINT
 LX5444'IS A FORMATION OF JAGGED LEDGE OF VERTICAL STRATA.  THE STATION
 LX5444'IS A STANDARD DISC SET IN THE CENTER OF A SQUARE FORMED BY FOUR
 LX5444'ANCHOR BOLTS THAT ARE ABOUT 20 INCHES HIGH.  IT IS 1.8 METERS W
 LX5444'OF THE END OF THE POINT AND 18, METERS E OF BLUFF WHERE THE
 LX5444'LAWN OF THE MC COOK ESTATE BEGINS AND IS 2 FEET ABOVE HIGH
 LX5444'WATER.
 LX5444'
 LX5444'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN THE HIGHEST PART
 LX5444'OF THE LEDGE WHICH IS ABOUT 15 FEET ABOVE THE STATION.  REFERENCE
 LX5444'MARK NO.2 IS A STANDARD DISC SET IN LEDGE, AT THE WATERS EDGE,
 LX5444'NE OF THE STATION AND ABOUT LEVEL WITH IT.
 LX5444'
 LX5444'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5444
 LX5444                          STATION RECOVERY (1968)
 LX5444
 LX5444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5444'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5444
 LX5444                          STATION RECOVERY (1975)
 LX5444
 LX5444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5444'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 LX5444'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.  THE DISTANCE
 LX5444'FROM THE STATION TO REFERENCE MARK 1 WAS FOUND LONGER BY 0.190
 LX5444'METER, COMPARED TO THE 1934 MEASUREMENT.  A REFERENCE MARK 3
 LX5444'WAS SET AND STATION COOK WAS USED FOR AN AZIMUTH MARK.  DUE TO
 LX5444'CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5444'
 LX5444'THE STATION IS ABOUT 1/2 MILE SOUTH OF NIANTIC, 700 FEET
 LX5444'SOUTH OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ON THE
 LX5444'WEST SIDE OF NIANTIC BAY, ON THE MOST SOUTHEAST PART OF MC COOK
 LX5444'POINT AND ON PROPERTY OWNED BY THE TOWN OF EAST LYME.
 LX5444'
 LX5444'TO REACH THE STATION FROM THE POST OFFICE IN NIANTIC, GO WEST
 LX5444'ON MAIN STREET AND STATE HIGHWAY 156 FOR 0.3 MILE TO COLUMBUS
 LX5444'AVENUE ON THE LEFT.  TURN LEFT AND GO SOUTH ON COLUMBUS AVENUE
 LX5444'FOR 0.15 MILE TO A CROSSROAD.  CONTINUE SOUTH AND WEST ON COLUMBUS
 LX5444'AVENUE FOR 0.15 MILE TO ATLANTIC AVENUE ON THE LEFT.  TURN LEFT
 LX5444'AND GO SOUTH ON ATLANTIC AVENUE FOR 0.05 MILE TO THE ENTRANCE TO
 LX5444'MC COOK PARK ON THE LEFT.  TURN LEFT, GOING EASTERLY THROUGH
 LX5444'THE PARK ENTRANCE TO THE EAST END OF THE PARKING LOT.  WALK
 LX5444'EAST ALONG THE SOUTH SIDE OF THE PARK FOR ABOUT 300 YARDS
 LX5444'TO THE SOUTHEAST POINT AND THE STATION AS DESCRIBED.
 LX5444'
 LX5444'STATION MARK, NO STAMPING ON MARK, IS A STANDARD DISK CEMENTED
 LX5444'IN A DRILL HOLE IN A 10-FOOT BOULDER ABOUT 4 FEET HIGHER THAN
 LX5444'THE HIGH WATER LINE.  IT IS 134 FEET SOUTHEAST OF A TRIPLE
 LX5444'TRUNKED PINE TREE, 6 FEET NORTHWEST OF THE SOUTHEAST EDGE OF
 LX5444'THE BOULDER AND 2 FEET SOUTHWEST OF THE NORTHWEST EDGE OF
 LX5444'THE BOULDER.
 LX5444'
 LX5444'REFERENCE MARK 1, STAMPED MC COOK NO. 1 1934, IS A STANDARD
 LX5444'DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP AND
 LX5444'ABOUT 10 FEET HIGHER THAN THE STATION.  IT IS 90 FEET SOUTH
 LX5444'OF THE TRIPLE TRUNKED PINE TREE, 6 FEET NORTH OF THE HIGH
 LX5444'WATER LINE AND 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF
 LX5444'THE ROCK OUTCROP.
 LX5444'
 LX5444'REFERENCE MARK 3, STAMPED MC COOK 1934 NO 3 1975, IS A
 LX5444'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT
 LX5444'BOULDER AND ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 LX5444'68 FEET EAST OF THE TRIPLE TRUNKED PINE TREE, 15 FEET NORTHWEST
 LX5444'OF THE SOUTH END OF A CONCRETE SEA WALL, 5 FEET WEST OF THE
 LX5444'HIGH WATER LINE AND 2 FEET WEST OF THE WEST SIDE OF THE CONCRETE
 LX5444'SEA WALL.
 LX5444'
 LX5444'AZIMUTH MARK, STAMPED COOK 1975, IS A STANDARD STATION MARK
 LX5444'DISK CEMENTED IN A DRILL HOLE IN A 10 BY 25 FOOT BOULDER THAT
 LX5444'IS FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET WEST OF
 LX5444'A 14-INCH TREE, 48 FEET EAST OF A 40-INCH OAK TREE, 34.5 FEET
 LX5444'SOUTH OF A FLAG POLE AND 13 FEET NORTH OF THE SOUTH EDGE OF A
 LX5444'ROCK BLUFF.
 LX5444'
 LX5444'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 FEET.
 LX5444'
 LX5444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5444'1/2 MILE SOUTH OF NIANTIC.
 LX5444
 LX5444                          STATION RECOVERY (1989)
 LX5444
 LX5444'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5444'RECOVERED IN GOOD CONDITION.
 LX5444
 LX5444                          STATION RECOVERY (2001)
 LX5444
 LX5444'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5444'RECOVERED IN GOOD CONDITION.
 LX5444
 LX5444                          STATION RECOVERY (2003)
 LX5444
 LX5444'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5444'RECOVERED IN GOOD CONDITION.
 LX5444
 LX5444                          STATION RECOVERY (2005)
 LX5444
 LX5444'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5444'THE AZIMUTH ARROW IS POINTING WEST AND THE STATION IS EAST.  IT IS
 LX5444'ALSO LOCATED APROX 18 INCHES FROM THE BLUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3745 ***********************************************************************
 LX3745  DESIGNATION -  MCDONALD RESET
 LX3745  PID         -  LX3745
 LX3745  STATE/COUNTY-  CT/FAIRFIELD
 LX3745  USGS QUAD   -  BRIDGEPORT (1984)
 LX3745
 LX3745                         *CURRENT SURVEY CONTROL
 LX3745  ___________________________________________________________________
 LX3745* NAD 83(1996)-  41 13 08.34146(N)    073 09 09.73700(W)     ADJUSTED  
 LX3745* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 LX3745  ___________________________________________________________________
 LX3745  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 LX3745  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3745
 LX3745  HORZ ORDER  -  FIRST
 LX3745
 LX3745.The horizontal coordinates were established by classical geodetic methods
 LX3745.and adjusted by the National Geodetic Survey in August 1998..
 LX3745
 LX3745.The orthometric height was scaled from a topographic map.
 LX3745
 LX3745.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3745
 LX3745.The geoid height was determined by GEOID03.
 LX3745
 LX3745;                    North         East     Units Scale Factor Converg.
 LX3745;SPC CT       -   195,308.199   271,031.545   MT  0.99999814   -0 16 01.3
 LX3745;SPC CT       -   640,773.65    889,209.33   sFT  0.99999814   -0 16 01.3
 LX3745;SPC NY L     -   117,202.787   371,050.882   MT  1.00001559   +0 33 15.1
 LX3745;SPC NY L     -   384,522.81  1,217,356.10   sFT  1.00001559   +0 33 15.1
 LX3745;UTM  18      - 4,564,711.990   654,848.611   MT  0.99989511   +1 13 03.0
 LX3745
 LX3745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3745!SPC CT       -   0.99999468  x   0.99999814  =   0.99999282
 LX3745!SPC NY L     -   0.99999468  x   1.00001559  =   1.00001027
 LX3745!UTM  18      -   0.99999468  x   0.99989511  =   0.99988979
 LX3745
 LX3745:                Primary Azimuth Mark                     Grid Az
 LX3745:SPC CT       -  HUNTINGTON TURNPIKE TANK                 006 34 01.1
 LX3745:SPC NY L     -  HUNTINGTON TURNPIKE TANK                 005 44 44.7
 LX3745:UTM  18      -  HUNTINGTON TURNPIKE TANK                 005 04 56.8
 LX3745
 LX3745|---------------------------------------------------------------------|
 LX3745| PID    Reference Object                     Distance      Geod. Az  |
 LX3745|                                                           dddmmss.s |
 LX3745| LX3678 HUNTINGTON TURNPIKE TANK            APPROX. 4.4 KM 0061759.8 |
 LX3745| LX3686 SOUTH TRANSMISSION TWR W BANK       APPROX. 3.7 KM 0704514.7 |
 LX3745| LX3695 SOUTH TRANSMISSION TOWER EAST BANK  APPROX. 3.9 KM 0725819.1 |
 LX3745| LX3694 DEVON CONN P AND L PLANT N STK      APPROX. 3.9 KM 1062830.7 |
 LX3745| LX3700 DEVON CONN P AND L PLANT S STK      APPROX. 3.9 KM 1064914.2 |
 LX3745| LX3696 DEVON EAST RAILROAD TOWER           APPROX. 4.1 KM 1104542.6 |
 LX3745| LX3697 DEVON CENTER RAILROAD TOWER         APPROX. 3.9 KM 1130058.0 |
 LX3745| LX3685 DEVON WEST RAILROAD TOWER           APPROX. 3.8 KM 1143858.3 |
 LX3745| LX3682 STRATFORD RAYBESTOS WHITE STK       APPROX. 3.4 KM 1242239.8 |
 LX3745| LX3741 STRATFORD CONG CHURCH SPIRE         APPROX. 3.5 KM 1474725.9 |
 LX3745| LX3739 STRATFORD EPIS CHURCH SPIRE         APPROX. 3.9 KM 1504809.2 |
 LX3745| CB3806 CEDER TREE                                         16024     |
 LX3745| LX3751 WICC SOUTH RADIO TOWER              APPROX. 6.7 KM 1880716.1 |
 LX3745| LX3750 WICC NORTH RADIO TOWER              APPROX. 6.5 KM 1885103.9 |
 LX3745| CB4672 MCDONALD RM 1                        62.270 METERS 19855     |
 LX3745| LX3728 FAIRFIELD BULLARD TANK              APPROX. 9.1 KM 2261326.5 |
 LX3745| CB4673 MCDONALD RM 2                        35.700 METERS 27343     |
 LX3745|---------------------------------------------------------------------|
 LX3745
 LX3745                          SUPERSEDED SURVEY CONTROL
 LX3745
 LX3745  NAD 83(1992)-  41 13 08.34015(N)    073 09 09.73655(W) AD(       ) 1
 LX3745  NAD 83(1986)-  41 13 08.34426(N)    073 09 09.74059(W) AD(       ) 1
 LX3745  NAD 27      -  41 13 07.99600(N)    073 09 11.34400(W) AD(       ) 1
 LX3745
 LX3745.Superseded values are not recommended for survey control.
 LX3745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3745.See file dsdata.txt to determine how the superseded data were derived.
 LX3745
 LX3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5484964712(NAD 83)
 LX3745
 LX3745  HISTORY     - Date     Condition        Report By
 LX3745  HISTORY     - 1933     MONUMENTED       CGS
 LX3745  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3745  HISTORY     - 1927     SEE DESCRIPTION  CGS
 LX3745  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3745  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3745  HISTORY     - 1934     SEE DESCRIPTION  CTGS
 LX3745  HISTORY     - 1940     SEE DESCRIPTION  CT0080
 LX3745  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX3745  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX3745  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3745
 LX3745                          STATION DESCRIPTION
 LX3745
 LX3745'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HPR)
 LX3745'ON LAND BELONGING TO PATRICK MC DONALD, ON A HIGH RIDGE ABOUT 1
 LX3745'MILE N OF STRATFORD.  FROM THE STATION STRATFORD EPISCOPAL CHURCH
 LX3745'AND STRATFORD POINT LIGHTHOUSE ARE ON RANGE.  A LONE CEDAR IS S OF
 LX3745'THE STATION NEAR A STONE WALL.  A LARGE HICKORY TREE IS NW OF THE
 LX3745'STATION.  THIS PROXIMITY OF CEDAR AND HICKORY AID IN IDENTIFYING
 LX3745'APPROXIMATE LOCATION OF STATION.  STATION WAS MARKED BY A DRILL
 LX3745'HOLE TWO INCHES DEEP IN A LARGE STONE, THE TOP OF WHICH WAS ONE
 LX3745'FOOT FOUR INCHES BELOW LEVEL OF GROUND.  JUST ABOVE THIS LEVEL
 LX3745'THREE PALE GREEN BOTTLES WERE ARRANGED AROND STATION POINTING THE
 LX3745'CENTER.  THE MOUTH OF EACH BOTTLE WAS 5 INCHES FROM THE
 LX3745'CENTER.  THE SURFACE MARK WAS A DRILL HOLE SURROUNDED BY A TRIANGLE
 LX3745'CUT IN THE NEARLY FLAT, UPPER SURFACE OF A WHITISH ROCK OF
 LX3745'TRIANGULAR SHAPE.  REFERENCE MARKS WERE THREE DRILL HOLES
 LX3745'IN ROCK, AT FOLLOWING DISTANCES FROM STATION--A - 55 FEET 5-1/4
 LX3745'INCHES.  B - 89 FEET 10 INCHES.  C - 50 FEET 4-1/2 INCHES.  MARK
 LX3745'B IS ON RANGE WITH NORTH CONGREGATIONAL CHURCH IN BRIDGEPORT.
 LX3745'IN 1908 H.P. RITTER VISITED STATION AND FOUND UNDERGROUND MARK
 LX3745'AND BOTTLES IN PLACE.  THE REFERENCE MARKS - 3 DRILL HOLES
 LX3745'IN ROCK - WERE FOND AND DISTANCES CHECKED, EXCEPT THAT THE
 LX3745'DISTANCE TO B WAS FOUND TO BE 115 FEET 2 INCHES INSTEAD OF 89
 LX3745'FEET 10 INCHES.  TWO APPLE TREES OF THE ORIGINAL
 LX3745'DESCRIPTION, ONE 36 METERS (118 FEET) W, AND THE OTHER AT N FENCE
 LX3745'24 METERS (79 FEET) N OF STATION WERE FOUND AS STUMPS IN 1908.
 LX3745'THE DISTANCE TO THE NW CORNER OF FIELD WAS 39 METERS (128
 LX3745'FEET), AND TO SW CORNER, 70 METERS (230 FEET).  CEDAR TREE AT S
 LX3745'FENCE WAS DISTANT 48 METERS (157 FEET).
 LX3745'
 LX3745'IN 1908 THE SURFACE MARK OF 1884, A WHITISH ROCK OF ABOUT 200
 LX3745'POUNDS WEIGHT WAS FOUND IN THE BACK YARD OF THE PRESENT OWNER OF
 LX3745'THE PLACE, HAVING ESCAPED BEING INCORPORATED INTO THE FOUNDATION
 LX3745'OF A BARN ON ACCOUNT OF ITS STRANGE INSCRIPTION.  THE STONE WAS
 LX3745'RESTORED TO ITS POSITION AS A SURFACE MARK, AND THE LETTERS
 LX3745'U.S. WERE CUT INTO THE STONE OUTSIDE THE TRIANGLE WHICH
 LX3745'SURROUNDS THE DRILL HOLE.
 LX3745
 LX3745                          STATION RECOVERY (1927)
 LX3745
 LX3745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1927 (CDM)
 LX3745'THE STATION WAS RECOVERED.  THE SURFACE MARK HAD BEEN MOVED OUT OF
 LX3745'PLACE.  THE STATION WAS LOCATED BY MEASURING FROM THE REFERENCE
 LX3745'MARKS.  THE DISTANCE TO REFERENCE MARK B IS 115 FEET 2 INCHES, AS
 LX3745'GIVEN IN FORMER RECOVERY NOTES.  THE DISTANCES TO THE OTHER TWO
 LX3745'REFERENCE MARKS AGREED WITH THE DISTANCES AS GIVEN IN THE
 LX3745'ORIGINAL DESCRIPTION AND SUBSTANTIATED IN THE RECOVERY NOTE BY
 LX3745'MR. RITTER.  THE SURFACE MARK WAS REPLACED OVER THE
 LX3745'STATION.  DUE, HOWEVER, TO THE EASE WITH WHICH THE SURFACE MARK
 LX3745'MAY BE MOVED IT IS ESSENTIAL TO RECOVER THE DRILL HOLE IN THE ROCK
 LX3745'IN THE UNDERGROUND MARK BEFORE OCCUPYING THE STATION.  THE
 LX3745'BOTTLES WERE NOT RECOVERED.  THE STATION IS LOCATED ON
 LX3745'SECOND HILL N OF SECOND HILL ROAD ON PROPERTY OWNED BY JOHN KOH.
 LX3745'FROM THE STATION, STRATFORD EPISCOPAL CHURCH AND STRATFORD
 LX3745'POINT LIGHTHOUSE ARE ON RANGE.  A LONE CEDAR IS S OF THE
 LX3745'STATION NEAR A STONE WALL.  A LARGE HICKORY TREE IS NW OF THE
 LX3745'STATION.  THE PROXIMITY OF THE CEDAR AND HICKORY TREES ON THE
 LX3745'HILL HELP TO IDENTIFY THE APPROXIMATE LOCALITY OF THE
 LX3745'STATION.
 LX3745
 LX3745                          STATION RECOVERY (1932)
 LX3745
 LX3745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX3745'THE UNDERGROUND MARK WAS RECOVERED WITH THE AID OF STRATFORD
 LX3745'ENGINEERS AND FOUND TO BE IN GOOD CONDITION.  ALL REFERENCES HAVE
 LX3745'BEEN LOST EXCEPT THE LONE CEDAR TREE TO THE S, THE DISTANCE WAS
 LX3745'CHECKED.  THE FOLLOWING MIGHT BE INCLUDED IN THE ORIGINAL
 LX3745'DESCRIPTION--SITUATED ON STRATFORD HILL BETWEEN NICHOLS AVENUE
 LX3745'AND BROADBRIDGE AVENUE, AND N OF SECOND HILL ROAD.
 LX3745
 LX3745                          STATION RECOVERY (1933)
 LX3745
 LX3745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3745'START AT BOSTON POST ROAD (BARNUM AVENUE) AND NICHOLS AVENUE IN
 LX3745'THE TOWN OF STRATFORD.  GO N ON NICHOLS AVENUE, 1.7 MILES TO SECOND
 LX3745'HILL LANE WHICH INTERSECTS IN A WESTERLY DIRECTION.  TURN W ON
 LX3745'SECOND HILL LANE AND BEAR N ON THE FARM ROAD THAT STARTS IN THE
 LX3745'REAR OF THE HOUSE THAT STANDS ON THE NW CORNER OF THE
 LX3745'INTERSECTION.  FOLLOW FARM ROAD TO THE STATION ON TOP OF THE
 LX3745'HILL AS SKETCHED.  NO TROUBLE WAS EXPERIENCED IN LOCATING THE
 LX3745'STATION AS TRIPOD LEFT BY C.D. MEANEY IN 1932 WAS STILL IN
 LX3745'PLACE.  THE SURFACE MARK WAS GONE BUT THE UNDERGROND MARK, A DRILL
 LX3745'HOLE IN A LARGE STONE ABOUT 16 INCHES BELOW THE SURFACE WAS
 LX3745'RECOVERED IN GOOD CONDITION.  A STANDARD TRIANGULATION
 LX3745'DISK WAS SET IN THE DRILL HOLE AND MARKED MC DONALD 1933.  THE
 LX3745'LONE CEDAR TREE WAS STILL STANDING S 157 FEET BUT THE FENCE TO
 LX3745'THE S HAD DISAPPEARED EXCEPT FOR A FEW FEET NEAR REFERENCE MARK
 LX3745'NO. 1.
 LX3745'
 LX3745'FROM THE STATION STRATFORD POINT LIGHTHOUSE AND STRATFORD
 LX3745'EPISCOPAL CHURCH (GILT ROOSTER VANE) ARE ON RANGE (00-04-20).  THE
 LX3745'LARGE HICKORY TREE AND APPLE TREES MENTIONED IN PREVIOUS
 LX3745'DESCRIPTIONS HAD DISAPPEARED.  STATION IS ON A GENTLY RISING HILL
 LX3745'IN THE MIDDLE OF A PLOUGHED FIELD.  NO SURFACE MARK WAS LEFT AS THE
 LX3745'OWNER COMPLAINED OF HIS PLOW STRIKING THE PREVIOUS SURFACE
 LX3745'MARK.  REFERENCE MARKS NOS. 1 AND 2 WERE PLACED BY D.T. MEMORY
 LX3745'AND ARE CONCRETE POSTS ABOUT 6 INCHES ABOVE THE GROUND WITH
 LX3745'STANDARD REFERENCE DISKS IN THE TOP WHICH IS ABOUT 5 INCHES
 LX3745'SQUARE.  THE OWNER SAID THESE WERE IN HIS WAY AND SO THE
 LX3745'WRITER SET REFERENCE MARKS NOS. 3 AND 4.  BOTH ARE STANDARD
 LX3745'DISKS SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES SQUARE ON
 LX3745'THE TOP, 30 INCHES DEEP AND FLUSH WITH THE GROUND.  REFERENCE
 LX3745'MARK NO. 3 IS UNDER THE LONE CEDAR TREE TO S OF STATION.
 LX3745'REFERENCE MARK NO. 4 IS IN THE STONE WALL JUST N OF THE STATION.
 LX3745'LOCAL ENGINEERS IN THE TOWN HALL AT STRATFORD HAVE USED THIS
 LX3745'STATION AS A CONTROL STATION FOR LOCAL SURVEY PROJECTS AND
 LX3745'EVIDENCES OF THEIR REFERENCES WERE NOTED.  SEE ALSO RECOVERY NOTE
 LX3745'FOR STRATFORD HILL ON THE SAME HILL.  THE CITY ENGINEER OF
 LX3745'STRATFORD SHOULD BE CONSULTED FOR FUTURE RECOVERY.
 LX3745
 LX3745                          STATION RECOVERY (1934)
 LX3745
 LX3745'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1934
 LX3745'STATION MC DONALD RECOVERED.  STATION MARK - STANDARD DISK,
 LX3745'(TRIANGULATION) STAMPED MC DONALD SET IN ROCK LEDGE ABOUT 16 INCHES
 LX3745'BELOW GROUND.  DETAILED DESCRIPTION--ON SECOND HILL N OF SECOND
 LX3745'HILL ROAD ON PROPERTY OF JOHN KOH ABOUT ONE HALF MILE W OF ROUTE
 LX3745'113, ABOUT 2 MILES N OF ITS JUNCTION WITH U.S. ROUTE 1 A.  FROM
 LX3745'THE STATION THE STRATFORD EPISCOPAL CHURCH AND STRATFORD POINT
 LX3745'LIGHTHOUSE ARE ON RANGE.
 LX3745
 LX3745                          STATION RECOVERY (1940)
 LX3745
 LX3745'RECOVERY NOTE BY CITY OF BRIDGEPORT CONNECTICUT 1940
 LX3745'STATION MC DONALD, A FIRST-ORDER STATION OF THE U.S.C. AND G.S., WAS
 LX3745'INCORPORATED INTO THE FIRST-ORDER TRIANGULATION CONTROL SURVEY OF
 LX3745'THE BRIDGEPORT CITY ENGINEERING DEPARTMENT IN 1940.  IT WAS
 LX3745'IMPOSSIBLE TO LOCATE THE REFERENCE MARKS 2 AND 4 WHICH APPARENTLY
 LX3745'HAVE BEEN DESTROYED OR BURIED.  IN GENERAL THE ORIGINAL
 LX3745'DESCRIPTION WAS FOUND TO BE CORRECT AND THE STATION MARK EASY TO
 LX3745'LOCATE AND IN GOOD CONDITION.  VISIBILITY IN A SW DIRECTION WAS
 LX3745'BLOCKED BY THE NEARBY REMINGTON HILL.  STATION WAS
 LX3745'RE-OCCUPIED BY A CHEST-HIGH GROUND TRIPOD 1.53 METERS
 LX3745'ABOVE THE STATION MARK.
 LX3745
 LX3745                          STATION RECOVERY (1964)
 LX3745
 LX3745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WFD)
 LX3745'UNDERGROUND MARK AND RMS 3 AND 4 WERE RECOVERED, AND AS THE HILL IS
 LX3745'TO BE LEVELLED IN THE VERY NEAR FUTURE, MARKS WERE DESTROYED.
 LX3745'
 LX3745'A TEMPORARY MARK CONSISTING OF AN 18-INCH LENGTH OF REINFORCING
 LX3745'ROD, WITH A PUNCH MARK IN THE CENTER OF THE TOP, WAS DRIVEN FLUSH
 LX3745'IN THE TRAFFIC ISLAND OF SECOND HILL LANE, AT THE TOP OF THE
 LX3745'GRADE.  IT IS 13.5 FEET SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF
 LX3745'THE WESTBOUND LANE, 18 FEET NORTH OF THE NORTH EDGE OF THE
 LX3745'PAVEMENT OF THE EASTBOND LANE AND 16 FEET EAST OF THE EAST EDGE OF
 LX3745'THE PAVEMENT OF A CROSSOVER.  IT IS ALSO 54 FEET EAST OF
 LX3745'TRANSMISSION POLE NUMBER 3485 AND 7.50 FEET SOUTH OF THE CENTER
 LX3745'OF AN IRON MANHOLE COVER IN THE ISLAND.  IT IS EXPECTED THAT
 LX3745'A PERMANENT MARK WILL BE SET, PERHAPS ON HIGHER GROUND, WHEN THE
 LX3745'GRADING IS COMPLETED.  FOR AN AZIMUTH MARK THE NORTH
 LX3745'VERTICAL POLE ON THE EAST BRIDGE SUPPORT OF THE DRAW BRIDGE OVER
 LX3745'THE HOUSATONIC RIVER, BETWEEN STRATFORD AND DEVON, WAS USED
 LX3745'(U.S. HIGHWAY 1).
 LX3745'
 LX3745'ECCENTRICITY AT MC DONALD 2 (TEMPORARY) WAS CAUSED BY THAWING
 LX3745'GROUND.  JUST THE TOP OF THE RANGE POLE COULD BE SEEN FROM THE
 LX3745'STATION SO THAT IT NOT BEING PLUMB WAS NOT APPARENT WHEN THE ANGLES
 LX3745'WERE TAKEN.  IT HAD SAGGED OFF TOWARD THE INITIAL UNTIL THE BRACES
 LX3745'HELD IT RIGID IN THE NEW POSITION.  IT WAS PLUMBED TO THE GROUND
 LX3745'AND THE ECCENTRICITY MEASURED WITH A MILLIMETER SCALE (39 MM).  IT
 LX3745'IS CERTAIN THAT THERE WAS NO MOVEMENT AFTER ANGLES WERE STARTED,
 LX3745'AND THE ECCENTRICITY WAS MEASURED IMMEDIATELY AT THE FINISH.
 LX3745'
 LX3745'ANGLES TO MC DONALD 1884 HAD TO BE TAKEN TO A POINT ON LINE AS
 LX3745'NOTHING OF REASONABLE HEIGHT COULD BE SEEN AT THE STATION FROM THE
 LX3745'GROUND AT THE TEMPORARY STATION.  THIS MARK WAS PUT IN BEFORE THE
 LX3745'TEMPORARY STATION AND THE INSTRUMENT WAS SET OVER THE MARK ON
 LX3745'LINE, SO THERE WOULD BE NO ERROR.
 LX3745'
 LX3745'EARTH-MOVING EQUIPMENT IS ALREADY AT THE SITE AND SOME WORK HAS
 LX3745'BEEN STARTED, BUT THEY MAY NOT GET TO THE HIGHER PART FOR ANOTHER
 LX3745'WEEK OR TWO.  STATION DISK IS PRIED OUT BUT THE DRILL-HOLE
 LX3745'(ORIGINAL MARK) REMAINS FOR A SHORT WHILE.
 LX3745
 LX3745                          STATION RECOVERY (1971)
 LX3745
 LX3745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX3745'STATION IS DESTROYED.  THIS HILL IS NOW COVERED WITH NEW
 LX3745'HOMES.  ACCORDING TO THE CITY ENGINEER OF STRATFORD THE HILL WAS
 LX3745'CUT DOWN CONSIDERABLY DURING DEVELOPMENT OF THE SUBDIVISION.
 LX3745'
 LX3745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3745'1 MILE NORTH OF STRATFORD.
 LX3745
 LX3745                          STATION RECOVERY (1972)
 LX3745
 LX3745'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3745'THE STATION OR ANY REFERENCE MONUMENTS WERE NOT FOUND.  AREA IS
 LX3745'COMPLETELY DEVELOPED.  LOCAL PROPERTY OWNER SAID THE STATION AREA
 LX3745'HAS BEEN LOWERED ABOUT THIRTY FEET.  STRATFORD CITY ENGINEER
 LX3745'CLAIMED STATION WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6780 ***********************************************************************
 LX6780  DESIGNATION -  MCLEAN
 LX6780  PID         -  LX6780
 LX6780  STATE/COUNTY-  CT/HARTFORD
 LX6780  USGS QUAD   -  GLASTONBURY (1992)
 LX6780
 LX6780                         *CURRENT SURVEY CONTROL
 LX6780  ___________________________________________________________________
 LX6780* NAD 83(1996)-  41 39 19.03843(N)    072 37 07.80823(W)     ADJUSTED  
 LX6780* NAVD 88     -        33.1    (meters)     109.     (feet)  VERTCON   
 LX6780  ___________________________________________________________________
 LX6780  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LX6780  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6780
 LX6780  HORZ ORDER  -  SECOND
 LX6780
 LX6780.The horizontal coordinates were established by classical geodetic methods
 LX6780.and adjusted by the National Geodetic Survey in August 1998..
 LX6780
 LX6780.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6780
 LX6780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6780
 LX6780.The geoid height was determined by GEOID03.
 LX6780
 LX6780;                    North         East     Units Scale Factor Converg.
 LX6780;SPC CT       -   243,694.206   315,725.967   MT  0.99998539   +0 05 13.1
 LX6780;SPC CT       -   799,520.07  1,035,844.28   sFT  0.99998539   +0 05 13.1
 LX6780;UTM  18      - 4,614,243.613   698,269.843   MT  1.00008378   +1 34 59.3
 LX6780
 LX6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6780!SPC CT       -   0.99999943  x   0.99998539  =   0.99998482
 LX6780!UTM  18      -   0.99999943  x   1.00008378  =   1.00008321
 LX6780
 LX6780|---------------------------------------------------------------------|
 LX6780| PID    Reference Object                     Distance      Geod. Az  |
 LX6780|                                                           dddmmss.s |
 LX6780| CZ6779 MCLEAN RM 1                          15.753 METERS 02346     |
 LX6780| CZ6780 MCLEAN RM 2                          13.919 METERS 10209     |
 LX6780| LX7056 ROCKY HILL HALLS CUPOLA             APPROX. 1.6 KM 3165840.0 |
 LX6780| LX7041 TRAP ROCK                           APPROX. 2.2 KM 3182940.9 |
 LX6780|---------------------------------------------------------------------|
 LX6780
 LX6780                          SUPERSEDED SURVEY CONTROL
 LX6780
 LX6780  NAD 83(1996)-  41 39 19.03770(N)    072 37 07.80821(W) AD(       ) 2
 LX6780  NAD 83(1992)-  41 39 19.03792(N)    072 37 07.80828(W) AD(       ) 2
 LX6780  NAD 83(1992)-  41 39 19.03948(N)    072 37 07.80997(W) AD(       ) 2
 LX6780  NAD 83(1986)-  41 39 19.03973(N)    072 37 07.80999(W) AD(       ) 2
 LX6780  NAD 27      -  41 39 18.67459(N)    072 37 09.48633(W) AD(       ) 2
 LX6780  NGVD 29 (07/19/86)   33.4    (m)          110.     (f) VERT ANG       
 LX6780
 LX6780.Superseded values are not recommended for survey control.
 LX6780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6780.See file dsdata.txt to determine how the superseded data were derived.
 LX6780
 LX6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9827014244(NAD 83)
 LX6780_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6780_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6780+STABILITY: SURFACE MOTION
 LX6780
 LX6780  HISTORY     - Date     Condition        Report By
 LX6780  HISTORY     - 1935     MONUMENTED       CGS
 LX6780  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6780  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6780
 LX6780                          STATION DESCRIPTION
 LX6780
 LX6780'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6780'THE STATION IS REACHED FROM THE PORTLAND-GLASTONBURY TOWN
 LX6780'LINE.  GO NORTHERLY ON ROUTE 15, 1.5 MILES, TURN WESTERLY AND GO
 LX6780'0.90 MILE, TURN LEFT AND GO 0.35 MILE.  THE STATION IS ON THE
 LX6780'SOUTHWESTERLY SHOULDER OF THE SMALL HILL DIRECTLY ABOVE THE
 LX6780'EASTERLY SIDE OF THE ROAD AND IS ON THE TALL OAKS PROPERTY OF MRS.
 LX6780'LENA MC LEAN.  THE STATION IS MARKED BY A STANDARD DISK SET
 LX6780'IN THE TOP OF A 12-BY 12-BY 30-INCH CONCRETE BLOCK SET FLUSH WITH
 LX6780'THE GROUND ON THE WESTERLY END OF THE HOG BACK FORMATION OF SAND
 LX6780'AND GRAVEL.  THE HILL HAS A NUMBER OF TALL SLENDER OAKS ON IT.
 LX6780'THE SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS
 LX6780'OF CONCRETE.
 LX6780'
 LX6780'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 LX6780'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6780'
 LX6780'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF AN 8-BY
 LX6780'8-BY 30-INCH CONCRETE POST SET FLUSH WITH THE GROUND ON THE
 LX6780'NORTHEASTERLY SIDE OF THE HOG BACK N 35 DEG E AND ABOUT THE SAME
 LX6780'ELEVATION AS THE STATION.
 LX6780'
 LX6780'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN AN 8-BY 8-BY
 LX6780'30-INCH CONCRETE POST ON THE SOUTHERLY SIDE OF THE HOG BACK
 LX6780'FORMATION S 65 DEG E OF THE STATION AND AT A LOWER ELEVATION.
 LX6780'
 LX6780'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6780
 LX6780                          STATION RECOVERY (1948)
 LX6780
 LX6780'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6780'STATION AND REFERENCE MARKS WERE RECOVERED AS
 LX6780'DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6780
 LX6780                          STATION RECOVERY (1978)
 LX6780
 LX6780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6780'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX6780'IN GOOD CONDITION AS DESCRIBED, EXCEPT FOR THE FOLLOWING
 LX6780'DIFFERENCES.  THE DIRECTION TO THE REFERENCE MARKS COMPARED
 LX6780'FAVORABLY WITH THE 1935 DATA.  THE DISTANCES TO REFERENCE
 LX6780'MARKS 1 AND 2 WERE 0.013 METER AND 0.009 METER LONGER,
 LX6780'RESPECTIVELY.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6780'
 LX6780'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX6780'TRAP ROCK 1935, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX6780'
 LX6780'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF PORTLAND,
 LX6780'1 MILE SOUTHWEST OF SOUTH GLASTONBURY, 0.5 MILE EAST OF THE
 LX6780'CONNECTICUT RIVER ON THE SUMMIT OF A SMALL HILL AND 250
 LX6780'FEET NORTH OF HOUSE NUMBER 513.
 LX6780'
 LX6780'TO REACH THE STATION FROM THE POST OFFICE AND JUNCTION OF
 LX6780'STATE HIGHWAY 17 IN SOUTH GLASTONBURY, GO WEST ON STATE
 LX6780'HIGHWAY 160 (WATER STREET) FOR 0.7 MILE TO WHERE THE STATE
 LX6780'HIGHWAY TURNS SHARP TO THE RIGHT, (FERRY LANE), CONTINUE
 LX6780'AHEAD, WEST, ON TRYON STREET FOR 0.65 MILE TO TELEPHONE POLE
 LX6780'NUMBER 2747 ON THE LEFT ON A SMALL RISE IN THE STREET AND
 LX6780'END OF TRUCK TRAVEL.  FROM HERE PACK EAST, UPHILL, FOR ABOUT
 LX6780'200 FEET TO THE STATION.
 LX6780'
 LX6780'THE STATION MARK, STAMPED---MCLEAN 1935---, IS SET IN THE TOP
 LX6780'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 LX6780'THE GROUND SURFACE.  IT IS 26 FEET SOUTHEAST OF A 20-INCH
 LX6780'OAK TREE, 16.5 FEET WEST OF A 20-INCH OAK TREE AND 6.5
 LX6780'FEET NORTH OF A 4-INCH HICKORY TREE WHICH HAS A TRIANGLE
 LX6780'BLAZE.
 LX6780'
 LX6780'REFERENCE MARK 1, STAMPED---MCLEAN NO 1 1935---, IS SET IN
 LX6780'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS 3
 LX6780'INCHES BELOW THE GROUND SURFACE.  IT IS 17.5 FEET NORTHWEST
 LX6780'OF AN 18-INCH OAK TREE AND 9.5 FEET SOUTHEAST OF A
 LX6780'TWIN-TRUNKED OAK TREE.
 LX6780'
 LX6780'REFERENCE MARK 2, STAMPED---MCLEAN NO 2 1935, IS SET IN THE TOP
 LX6780'OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 LX6780'THE GROUND SURFACE.  IT IS 18 FEET SOUTHEAST OF A 20-INCH OAK
 LX6780'TREE AND 10.8 FEET SOUTH OF AN 18-INCH OAK TREE.
 LX6780'
 LX6780'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 LX6780'
 LX6780'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 LX6780'THE DENSE TREES.
 LX6780'
 LX6780'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 LX6780'
 LX6780'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7245 ***********************************************************************
 LX7245  DESIGNATION -  MCLEAN
 LX7245  PID         -  LX7245
 LX7245  STATE/COUNTY-  CT/HARTFORD
 LX7245  USGS QUAD   -  TARIFFVILLE (1984)
 LX7245
 LX7245                         *CURRENT SURVEY CONTROL
 LX7245  ___________________________________________________________________
 LX7245* NAD 83(1996)-  41 53 05.62032(N)    072 49 35.61716(W)     ADJUSTED  
 LX7245* NAVD 88     -        96.7    (meters)     317.     (feet)  VERTCON   
 LX7245  ___________________________________________________________________
 LX7245  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LX7245  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 LX7245
 LX7245  HORZ ORDER  -  FIRST
 LX7245
 LX7245.The horizontal coordinates were established by classical geodetic methods
 LX7245.and adjusted by the National Geodetic Survey in August 1998..
 LX7245
 LX7245.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7245
 LX7245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7245
 LX7245.The geoid height was determined by GEOID03.
 LX7245
 LX7245;                    North         East     Units Scale Factor Converg.
 LX7245;SPC CT       -   269,190.610   298,446.099   MT  1.00000190   -0 03 02.8
 LX7245;SPC CT       -   883,169.53    979,151.91   sFT  1.00000190   -0 03 02.8
 LX7245;SPC MA M     -   849,140.752    89,902.298   MT  0.99997965   -0 53 27.9
 LX7245;SPC MA M     - 2,785,889.28    294,954.46   sFT  0.99997965   -0 53 27.9
 LX7245;UTM  18      - 4,639,280.390   680,327.903   MT  1.00000016   +1 27 05.2
 LX7245
 LX7245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7245!SPC CT       -   0.99998937  x   1.00000190  =   0.99999127
 LX7245!SPC MA M     -   0.99998937  x   0.99997965  =   0.99996902
 LX7245!UTM  18      -   0.99998937  x   1.00000016  =   0.99998953
 LX7245
 LX7245|---------------------------------------------------------------------|
 LX7245| PID    Reference Object                     Distance      Geod. Az  |
 LX7245|                                                           dddmmss.s |
 LX7245| CZ6783 MCLEAN RM 1                           8.864 METERS 04035     |
 LX7245| LX7244 MCLEAN RM 3                          96.758 METERS 06155     |
 LX7245| LX7231 BUCK                                APPROX. 4.8 KM 0813213.5 |
 LX7245| LX7243 5675                                221.575 METERS 09956     |
 LX7245| CZ6784 MCLEAN RM 2                           9.411 METERS 29842     |
 LX7245|---------------------------------------------------------------------|
 LX7245
 LX7245                          SUPERSEDED SURVEY CONTROL
 LX7245
 LX7245  NAD 83(1996)-  41 53 05.62009(N)    072 49 35.61726(W) AD(       ) 1
 LX7245  NAD 83(1992)-  41 53 05.62049(N)    072 49 35.61780(W) AD(       ) 1
 LX7245  NAD 83(1992)-  41 53 05.62141(N)    072 49 35.61838(W) AD(       ) 1
 LX7245  NAD 83(1986)-  41 53 05.62177(N)    072 49 35.61900(W) AD(       ) 1
 LX7245  NAD 27      -  41 53 05.26499(N)    072 49 37.27041(W) AD(       ) 1
 LX7245  NGVD 29 (07/19/86)   96.9    (m)          318.     (f) VERT ANG       
 LX7245
 LX7245.Superseded values are not recommended for survey control.
 LX7245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7245.See file dsdata.txt to determine how the superseded data were derived.
 LX7245
 LX7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8032839280(NAD 83)
 LX7245_MARKER: DD = SURVEY DISK
 LX7245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7245+STABILITY: SURFACE MOTION
 LX7245
 LX7245  HISTORY     - Date     Condition        Report By
 LX7245  HISTORY     - 1980     MONUMENTED       NGS
 LX7245
 LX7245                          STATION DESCRIPTION
 LX7245
 LX7245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7245'THE STATION IS LOCATED ABOUT 6 KM (3-3/4 MI) EAST OF STATE HIGHWAY
 LX7245'179, 2 KM (1-1/4 MI) WEST-NORTHWEST OF SIMSBURY, 1.6 KM (1 MI)
 LX7245'NORTH OF STATE HIGHWAYS 309 AND 167, AND
 LX7245'ALONG THE ENTRANCE ROAD TO THE MAIN BUILDING.
 LX7245'OWNERSHIP--MCLEAN HOME,
 LX7245'75 GREAT POND ROAD, SIMSBURY, CT  06070, PHONE NUMBER
 LX7245'203-658-2254.
 LX7245'
 LX7245'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 202 AND STATE
 LX7245'HIGHWAYS 10 AND 167 IN SIMSBURY, GO WEST ON HIGHWAY 167 FOR 0.3 KM
 LX7245'(0.2 MI) TO A FORK.  KEEP RIGHT AND GO NORTH ON FIRETOWN ROAD FOR
 LX7245'1.3 KM (0.8 MI) TO A FORK.  KEEP LEFT ON GREAT POND ROAD FOR 1.0 KM
 LX7245'(0.6 MI) TO A CROSSROAD.  TURN LEFT ON THE PAVED ROAD AT A SIGN
 LX7245'(MCLEAN HOME) AND GO FOR 0.1 KM (0.05 MI) TO THE STATION
 LX7245'ON RIGHT.
 LX7245'
 LX7245'THE STATION IS A STANDARD NGS DISK
 LX7245'STAMPED---MCLEAN 1980---,
 LX7245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7245'FLUSH WITH GROUND.  IT IS LOCATED
 LX7245'7.5 METERS (24.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE PAVED ROAD,
 LX7245'6.2 METERS (20.5 FT) EAST-NORTHEAST FROM NORTHEAST END OF
 LX7245'GUARDRAIL, AND
 LX7245'6.1 METERS (20.0 FT) WEST FROM LIGHT POLE.
 LX7245'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7245'STAMPED---MCLEAN 1980---,
 LX7245'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX7245'
 LX7245'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7245'STAMPED---MCLEAN NO 1 1980---,
 LX7245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 LX7245'FLUSH WITH GROUND.  IT IS LOCATED
 LX7245'11.6 METERS (37.9 FT) EAST-SOUTHEAST FROM A 150 CM
 LX7245'TWIN TRUNK PINE TREE, 8.5 METERS
 LX7245'(28.0 FT) WEST-SOUTHWEST FROM APPROXIMATE CENTER OF THE PAVED
 LX7245'ROAD, AND 4.6 METERS (15.0 FT) NORTH FROM A METAL LIGHTPOLE.
 LX7245'MARK IS LEVEL WITH STATION.
 LX7245'
 LX7245'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7245'STAMPED---MCLEAN NO 2 1980---,
 LX7245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7245'FLUSH WITH GROUND.  IT IS LOCATED
 LX7245'17.1 METERS (56.0 FT) WEST-SOUTHWEST FROM THE CENTER OF A PAVED
 LX7245'ROAD,
 LX7245'14.2 METERS (46.7 FT) WEST FROM A LIGHTPOLE, AND
 LX7245'9.1 METERS (29.8 FT) SOUTH-SOUTHWEST FROM THE 150 CM
 LX7245'TWIN TRUNK PINE TREE.
 LX7245'MARK IS LEVEL WITH STATION.
 LX7245'
 LX7245'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7245'STAMPED---MCLEAN NO 3 1980---,
 LX7245'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 LX7245'FLUSH WITH GROUND.  IT IS LOCATED
 LX7245'29.3 METERS (96.0 FT) WEST-SOUTHWEST FROM  THE CENTER OF GREAT
 LX7245'POND ROAD,
 LX7245'21.0 METERS (69.0 FT) EAST-NORTHEAST FROM THE MCLEAN HOME SIGN,
 LX7245'18.6 METERS (61.0 FT) NORTH-NORTHEAST FROM A METAL LIGHTPOLE, AND
 LX7245'5.3 METERS (17.5 FT) NORTH FROM THE CENTER OF A PAVED ROAD.
 LX7245'MARK IS LEVEL WITH STATION.
 LX7245'
 LX7245'NO SUITABLE LOCATION FOR AZIMUTH MARK, REFERENCE MARK 3 WAS
 LX7245'ESTABLISHED.
 LX7245'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7245'
 LX7245'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7244 ***********************************************************************
 LX7244  DESIGNATION -  MCLEAN RM 3
 LX7244  PID         -  LX7244
 LX7244  STATE/COUNTY-  CT/HARTFORD
 LX7244  USGS QUAD   -  TARIFFVILLE (1984)
 LX7244
 LX7244                         *CURRENT SURVEY CONTROL
 LX7244  ___________________________________________________________________
 LX7244* NAD 83(1996)-  41 53 07.09630(N)    072 49 31.91429(W)     ADJUSTED  
 LX7244* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 LX7244  ___________________________________________________________________
 LX7244  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LX7244  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX7244
 LX7244  HORZ ORDER  -  SECOND
 LX7244
 LX7244.The horizontal coordinates were established by classical geodetic methods
 LX7244.and adjusted by the National Geodetic Survey in August 1998..
 LX7244
 LX7244.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7244
 LX7244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7244
 LX7244.The geoid height was determined by GEOID03.
 LX7244
 LX7244;                    North         East     Units Scale Factor Converg.
 LX7244;SPC CT       -   269,236.073   298,531.510   MT  1.00000194   -0 03 00.3
 LX7244;SPC CT       -   883,318.68    979,432.13   sFT  1.00000194   -0 03 00.3
 LX7244;SPC MA M     -   849,184.957    89,988.365   MT  0.99997961   -0 53 25.4
 LX7244;SPC MA M     - 2,786,034.31    295,236.83   sFT  0.99997961   -0 53 25.4
 LX7244;UTM  18      - 4,639,328.077   680,412.093   MT  1.00000053   +1 27 07.8
 LX7244
 LX7244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7244!SPC CT       -   0.99998997  x   1.00000194  =   0.99999191
 LX7244!SPC MA M     -   0.99998997  x   0.99997961  =   0.99996958
 LX7244!UTM  18      -   0.99998997  x   1.00000053  =   0.99999050
 LX7244
 LX7244                          SUPERSEDED SURVEY CONTROL
 LX7244
 LX7244  NAD 83(1996)-  41 53 07.09607(N)    072 49 31.91438(W) AD(       ) 2
 LX7244  NAD 83(1992)-  41 53 07.09647(N)    072 49 31.91493(W) AD(       ) 2
 LX7244  NAD 83(1992)-  41 53 07.09739(N)    072 49 31.91550(W) AD(       ) 2
 LX7244  NAD 83(1986)-  41 53 07.09776(N)    072 49 31.91609(W) AD(       ) 2
 LX7244  NAD 27      -  41 53 06.74099(N)    072 49 33.56766(W) AD(       ) 2
 LX7244  NGVD 29 (07/19/86)   93.1    (m)          305.     (f) VERT ANG       
 LX7244
 LX7244.Superseded values are not recommended for survey control.
 LX7244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7244.See file dsdata.txt to determine how the superseded data were derived.
 LX7244
 LX7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8041239328(NAD 83)
 LX7244_MARKER: DR = REFERENCE MARK DISK
 LX7244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7244+STABILITY: SURFACE MOTION
 LX7244
 LX7244  HISTORY     - Date     Condition        Report By
 LX7244  HISTORY     - 1980     MONUMENTED       NGS
 LX7244
 LX7244                          STATION DESCRIPTION
 LX7244
 LX7244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7244'THE STATION IS LOCATED ABOUT 6 KM (3-3/4 MI) EAST OF STATE
 LX7244'HIGHWAY 179, 2 KM (1-1/4 MI) WEST-NORTHWEST OF SIMSBURY, 1.6 KM
 LX7244'(1 MI) NORTH OF STATE HIGHWAYS 309 AND 167, AND CLONG THE
 LX7244'ENTRANCE ROAD TO THE MCLEAN HOME.
 LX7244'OWNERSHIP--MCLEAN HOME, 75 GREAT POND ROAD, SIMSBURY,
 LX7244'CT 06070, PHONE 203-658-2254.
 LX7244'
 LX7244'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202
 LX7244'AND STATE HIGHWAYS 10 AND 167 IN SIMSBURY, GO WEST ON HIGHWAY 167
 LX7244'FOR 0.3 KM (0.2 MI) TO A FORK.  KEEP RIGHT FORK AND GO NORTH ON
 LX7244'FIRETOWN ROAD FOR 1.3 KM (0.8 MI) TO A FORK.  KEEP LEFT FORK
 LX7244'ON GREAT POND ROAD FOR 1.0 KM (0.6 MI) TO A CROSSROAD.
 LX7244'TURN LEFT ON PAVED ROAD AND THE STATION ON THE RIGHT.
 LX7244'
 LX7244'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7244'STAMPED---MCLEAN NO 3 1980---,
 LX7244'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 LX7244'FLUSH WITH GROUND.  IT IS LOCATED
 LX7244'29.3 METERS (96.0 FT) WEST-SOUTHWEST FROM THE CENTER OF GREAT
 LX7244'POND ROAD,
 LX7244'21.0 METERS (69.0 FT) EAST-NORTHEAST FROM THE MCLEAN HOME SIGN,
 LX7244'18.6 METERS (61.0 FT) NORTH-NORTHEAST FROM A METAL LIGHT POLE, AND
 LX7244'5.3 METERS (17.5 FT) NORTH FROM THE CENTER OF THE PAVED ROAD.
 LX7244'
 LX7244'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7244'
 LX7244'DESCRIBED BY B.R. LEWIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7642 ***********************************************************************
 LX7642  DESIGNATION -  MCLERNON RESET
 LX7642  PID         -  LX7642
 LX7642  STATE/COUNTY-  CT/NEW LONDON
 LX7642  USGS QUAD   -  NIANTIC (1983)
 LX7642
 LX7642                         *CURRENT SURVEY CONTROL
 LX7642  ___________________________________________________________________
 LX7642* NAD 83(1996)-  41 20 34.30185(N)    072 10 30.60285(W)     ADJUSTED  
 LX7642* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX7642  ___________________________________________________________________
 LX7642  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LX7642  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX7642
 LX7642  HORZ ORDER  -  SECOND
 LX7642
 LX7642.The horizontal coordinates were established by classical geodetic methods
 LX7642.and adjusted by the National Geodetic Survey in August 1998..
 LX7642
 LX7642.The orthometric height was scaled from a topographic map.
 LX7642
 LX7642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7642
 LX7642.The geoid height was determined by GEOID03.
 LX7642
 LX7642;                    North         East     Units Scale Factor Converg.
 LX7642;SPC CT       -   209,147.238   352,911.863   MT  0.99998866   +0 22 52.1
 LX7642;SPC CT       -   686,177.23  1,157,845.00   sFT  0.99998866   +0 22 52.1
 LX7642;UTM  18      - 4,580,669.424   736,349.742   MT  1.00028753   +1 52 00.6
 LX7642
 LX7642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7642!SPC CT       -   1.00000468  x   0.99998866  =   0.99999334
 LX7642!UTM  18      -   1.00000468  x   1.00028753  =   1.00029221
 LX7642
 LX7642|---------------------------------------------------------------------|
 LX7642| PID    Reference Object                     Distance      Geod. Az  |
 LX7642|                                                           dddmmss.s |
 LX7642| CZ6782 MCLERNON RM 2                         2.990 METERS 13425     |
 LX7642| CS5349 MCLERNON RM 3                        16.194 METERS 16327     |
 LX7642| LX5461 PINE GROVE CASINO                   APPROX. 1.1 KM 2345211.0 |
 LX7642| LX5488 BISHOPS BAY FLAGPOLE                APPROX. 1.2 KM 2753531.4 |
 LX7642| LX5500 BEISHEIMS CHIMNEY                   APPROX. 0.9 KM 3092430.5 |
 LX7642| LX5464 DARROW FLAGPOLE                     APPROX. 0.8 KM 3124606.2 |
 LX7642| LX5467 MINOR CHIMNEY                       APPROX. 1.0 KM 3302947.7 |
 LX7642| CZ6781 MCLERNON RM 1                        35.829 METERS 35846     |
 LX7642|---------------------------------------------------------------------|
 LX7642
 LX7642                          SUPERSEDED SURVEY CONTROL
 LX7642
 LX7642  NAD 83(1992)-  41 20 34.30074(N)    072 10 30.60215(W) AD(       ) 2
 LX7642  NAD 83(1986)-  41 20 34.30212(N)    072 10 30.60669(W) AD(       ) 2
 LX7642
 LX7642.Superseded values are not recommended for survey control.
 LX7642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7642.See file dsdata.txt to determine how the superseded data were derived.
 LX7642
 LX7642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3635080669(NAD 83)
 LX7642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7642_SETTING: 80 = SET IN A BOULDER
 LX7642_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX7642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7642+STABILITY: SURFACE MOTION
 LX7642
 LX7642  HISTORY     - Date     Condition        Report By
 LX7642  HISTORY     - 1985     MONUMENTED       NGS
 LX7642  HISTORY     - 1985     SEE DESCRIPTION  NGS
 LX7642
 LX7642                          STATION DESCRIPTION
 LX7642
 LX7642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LX7642'THE STATION MARK AND REFERENCE MARK 2 HAD BEEN DESTROYED.  REFERENCE
 LX7642'MARK 1 WAS RECOVERED IN GOOD CONDITION.  THE STATION MARK WAS RE-
 LX7642'ESTABLISHED USING THE DIRECTION FROM SANDY POINT 1934 TO REFERENCE
 LX7642'MARK 1 AND THE DISTANCE FROM REFERENCE MARK 1.  REFERENCE MARK 3 WAS
 LX7642'ALSO ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LX7642'
 LX7642'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI) SOUTHEAST OF FLANDERS,
 LX7642'2.4 KM (1.5 MI) NORTH OF THE NIANTIC RIVER BRIDGE, IN NIANTIC ON
 LX7642'THE EAST BANK OF THE NIANTIC RIVER AND JUST SOUTH OF A
 LX7642'CONCRETE BOAT DOCK.
 LX7642'
 LX7642'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX7642'U.S. HIGHWAY 1, AT FLANDERS, EXIT NUMBER 75, GO EAST AND SOUTHEAST ON
 LX7642'HIGHWAY 1, BOSTON POST ROAD FOR 2.7 KM (1.7 MI) TO A SIDE ROAD RIGHT.
 LX7642'TURN RIGHT AND GO SOUTH ON NIANTIC RIVER ROAD FOR 1.8 KM (1.1 MI) TO
 LX7642'A REVERSE FORK ON THE LEFT.  CONTINUE SOUTH ON NIANTIC RIVER ROAD FOR
 LX7642'0.2 KM (0.1 MI) TO A DRIVEWAY ON THE RIGHT LEADING TO A HOUSE.  TURN
 LX7642'RIGHT AND GO WEST FOR 150 FT TO A HOUSE AND THE STATION, ON THE BEACH
 LX7642'TO THE NORTHWEST OF THE HOUSE.
 LX7642'
 LX7642'THE STATION IS A STANDARD NGS DISK STAMPED--MCLERNON 1934
 LX7642'1985--CEMENTED IN A DRILL HOLE IN A 2 BY 3 FT BURIED BOULDER THAT IS
 LX7642'FLUSH WITH THE GROUND.
 LX7642'THE MARK IS LOCATED 27.4 M (90.0 FT) NW OF THE NORTHWEST CORNER
 LX7642'OF THE HOUSE, 10.1 M (33.0 FT) NW OF A 6-INCH CEDAR TREE,
 LX7642'AND 8.5 M (27.8 FT) WNW OF A 6-INCH GRANITE BOUNDARY LINE
 LX7642'MARKER-SLOPE MEASUREMENT.
 LX7642'
 LX7642'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--MC LEARNON
 LX7642'NO 1 1934--CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB THAT WAS A
 LX7642'STEP THAT LEADS INTO A BATHHOUSE THAT IS NO LONGER THERE.  THE SLAB
 LX7642'IS FLUSH WITH THE GROUND AND 0.6 METERS (2.0 FT) ABOVE THE STATION.
 LX7642'THE MARK IS LOCATED 10.1 M (33.0 FT) N OF A 12-INCH WILD CHERRY
 LX7642'TREE, 5.2 M (17.0 FT) S OF THE SOUTH EDGE OF AN OLD CONCRETE
 LX7642'BOAT DOCK AND 0.7 M (2.4 FT) N OF THE SOUTH END OF A CONCRETE SLAB.
 LX7642'
 LX7642'REFERENCE MARK NO 3 IS STANDARD NGS DISK STAMPED--MC LERNON 1934 NO 3
 LX7642'1985--CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT PROJECTS 0.91
 LX7642'CM (3 FT) AND 0.6 METERS (2.0 FT) ABOVE LEVEL WITH THE STATION.
 LX7642'THE MARK IS LOCATED 9.8 M (32.0 FT) SW OF THE 6-INCH CEDAR TREE AND
 LX7642'6.1 M (20.0 FT) N OF THE PROJECTED NORTH SIDE OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3147 ***********************************************************************
 LX3147  DESIGNATION -  MDC 131
 LX3147  PID         -  LX3147
 LX3147  STATE/COUNTY-  CT/HARTFORD
 LX3147  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3147
 LX3147                         *CURRENT SURVEY CONTROL
 LX3147  ___________________________________________________________________
 LX3147* NAD 83(1986)-  41 40 57.     (N)    072 39 53.     (W)     SCALED    
 LX3147* NAVD 88     -        35.023  (meters)     114.90   (feet)  ADJUSTED  
 LX3147  ___________________________________________________________________
 LX3147  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX3147  DYNAMIC HT  -          35.012 (meters)     114.87  (feet)  COMP
 LX3147  MODELED GRAV-     980,315.6   (mgal)                       NAVD 88
 LX3147
 LX3147  VERT ORDER  -  FIRST     CLASS II
 LX3147
 LX3147.The horizontal coordinates were scaled from a topographic map and have
 LX3147.an estimated accuracy of +/- 6 seconds.
 LX3147
 LX3147.The orthometric height was determined by differential leveling
 LX3147.and adjusted by the National Geodetic Survey in June 1991..
 LX3147
 LX3147.The geoid height was determined by GEOID03.
 LX3147
 LX3147.The dynamic height is computed by dividing the NAVD 88
 LX3147.geopotential number by the normal gravity value computed on the
 LX3147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3147.degrees latitude (g = 980.6199 gals.).
 LX3147
 LX3147.The modeled gravity was interpolated from observed gravity values.
 LX3147
 LX3147;                    North         East    Units  Estimated Accuracy
 LX3147;SPC CT       -   246,710.      311,900.      MT  (+/- 180 meters Scaled)
 LX3147
 LX3147                          SUPERSEDED SURVEY CONTROL
 LX3147
 LX3147.No superseded survey control is available for this station.
 LX3147
 LX3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM943171(NAD 83)
 LX3147_MARKER: N = NAIL
 LX3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3147_SP_SET: CONCRETE POST
 LX3147_MARK LOGO: CT0280
 LX3147_PROJECTION: RECESSED 50 CENTIMETERS
 LX3147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3147+STABILITY: SURFACE MOTION
 LX3147
 LX3147  HISTORY     - Date     Condition        Report By
 LX3147  HISTORY     - UNK      MONUMENTED       CT0280
 LX3147  HISTORY     - 1986     GOOD             NGS
 LX3147
 LX3147                          STATION DESCRIPTION
 LX3147
 LX3147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3147'1.0 KM (0.6 MI) SOUTH FROM WETHERSFIELD.
 LX3147'1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 LX3147'HIGHWAY 99 (SILAS DEANE HIGHWAY) IN WETHERSFIELD TO THE MARK ON THE
 LX3147'RIGHT IN FRONT OF HOUSE NO. 597.  IT IS 7.5 METERS (24.8 FT) WEST OF
 LX3147'THE CENTERLINE OF STATE HIGHWAY 3 (MAPLE AVE), 17.1 METERS (56.3 FT)
 LX3147'SOUTH OF A FIRE HYDRANT, 5.3 METERS (17.5 FT) SOUTH OF THE CENTER OF A
 LX3147'DRIVEWAY, 4.3 METERS (14.3 FT) EAST OF THE EAST EDGE OF SIDEWALK AND
 LX3147'1.4 METERS (4.6 FT) NORTHWEST OF POWER POLE NO. 2468.  NOTE--THIS MARK
 LX3147'IS UNDER A 17-INCH LONG AND 5-INCH DIAMETER PIPE WITH CAP OVER THE
 LX3147'PIPE.  THE CAP IS STAMPED MDC 131.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6036 ***********************************************************************
 LX6036  DESIGNATION -  MEADOW
 LX6036  PID         -  LX6036
 LX6036  STATE/COUNTY-  CT/MIDDLESEX
 LX6036  USGS QUAD   -  DEEP RIVER (1971)
 LX6036
 LX6036                         *CURRENT SURVEY CONTROL
 LX6036  ___________________________________________________________________
 LX6036* NAD 83(1996)-  41 28 25.25456(N)    072 29 00.90215(W)     ADJUSTED  
 LX6036* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6036  ___________________________________________________________________
 LX6036  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6036  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX6036
 LX6036  HORZ ORDER  -  THIRD
 LX6036
 LX6036.The horizontal coordinates were established by classical geodetic methods
 LX6036.and adjusted by the National Geodetic Survey in August 1998..
 LX6036
 LX6036.The orthometric height was scaled from a topographic map.
 LX6036
 LX6036.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6036
 LX6036.The geoid height was determined by GEOID03.
 LX6036
 LX6036;                    North         East     Units Scale Factor Converg.
 LX6036;SPC CT       -   223,550.437   327,053.936   MT  0.99998369   +0 10 35.9
 LX6036;SPC CT       -   733,431.73  1,073,009.46   sFT  0.99998369   +0 10 35.9
 LX6036;UTM  18      - 4,594,399.344   710,120.485   MT  1.00014337   +1 40 01.8
 LX6036
 LX6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6036!SPC CT       -   1.00000474  x   0.99998369  =   0.99998843
 LX6036!UTM  18      -   1.00000474  x   1.00014337  =   1.00014811
 LX6036
 LX6036|---------------------------------------------------------------------|
 LX6036| PID    Reference Object                     Distance      Geod. Az  |
 LX6036|                                                           dddmmss.s |
 LX6036| CZ6786 MEADOW RM 2                          71.820 METERS 08127     |
 LX6036| LX6053 SKINNERS GABLE                      APPROX. 2.0 KM 1024224.6 |
 LX6036| LX6075 BRAINARDS GABLE                     APPROX. 2.0 KM 1144113.2 |
 LX6036| LX6078 BRAINARDS BARN CUPOLA               APPROX. 1.9 KM 1163952.0 |
 LX6036| LX6080 BOLSTER GARAGE CUPOLA               APPROX. 0.6 KM 1831310.7 |
 LX6036| LX6028 WHITTEMORES GABLE                   396.374 METERS 22210     |
 LX6036| LX6135 HAZENS BARN CUPOLA                  APPROX. 3.1 KM 2911901.2 |
 LX6036| CZ6785 MEADOW RM 1                          10.550 METERS 31732     |
 LX6036|---------------------------------------------------------------------|
 LX6036
 LX6036                          SUPERSEDED SURVEY CONTROL
 LX6036
 LX6036  NAD 83(1992)-  41 28 25.25380(N)    072 29 00.90196(W) AD(       ) 3
 LX6036  NAD 83(1986)-  41 28 25.25559(N)    072 29 00.90454(W) AD(       ) 3
 LX6036  NAD 27      -  41 28 24.89600(N)    072 29 02.60400(W) AD(       ) 3
 LX6036
 LX6036.Superseded values are not recommended for survey control.
 LX6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6036.See file dsdata.txt to determine how the superseded data were derived.
 LX6036
 LX6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1012094399(NAD 83)
 LX6036_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6036+STABILITY: SURFACE MOTION
 LX6036
 LX6036  HISTORY     - Date     Condition        Report By
 LX6036  HISTORY     - 1934     MONUMENTED       CGS
 LX6036  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6036  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 LX6036
 LX6036                          STATION DESCRIPTION
 LX6036
 LX6036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6036'THIS STATION IS ON THE WESTERLY EDGE OF THE HADDAM NECK
 LX6036'MEADOWS, ABOUT 1.3 MILES BELOW THE PHELPS HOUSE, THE LAST HOUSE
 LX6036'IN THIS DIRECTION.  THE STATION IS ABOUT 44.5 METERS
 LX6036'SOUTHWESTERLY OF THE MEADOW ROAD AT THIS POINT.  IT IS 1.75
 LX6036'METERS BACK OF THE CAVING BANK OF THE RIVER AND 10.9 METERS
 LX6036'S OF THE TRUNK OF A 26 INCH DEAD COTTONWOOD.
 LX6036'
 LX6036'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6036'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6036'
 LX6036'REFERENCE MARK NO.1 IS JUST INSHORE OF THE BASE OF THIS
 LX6036'COTTONWOOD TREE.  IT BEARS N 20 DEG W (MAGNETIC).
 LX6036'
 LX6036'REFERENCE MARK NO.2 IS AT THE BASE OF A COTTONWOOD TREE ON
 LX6036'THE EASTERLY SIDE OF THE MEADOW ROAD.  THIS TREE IS ABOUT 24
 LX6036'INCHES IN DIAMETER AND STANDS BY ITSELF IN THE FIELD.  REFERENCE
 LX6036'MARK BEARS S 85 DEG E (MAGNETIC).  IT IS 6.2 METERS EASTERLY
 LX6036'OF THE CENTER LINE OF THE ROAD.
 LX6036'
 LX6036'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6036
 LX6036                          STATION RECOVERY (1948)
 LX6036
 LX6036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6036'THE STATION WAS FOUND WASHED OUT.  IT IS IN THE RIVER, ON
 LX6036'ITS SIDE, AND IS EXPOSED AT LOW WATER.  REFERENCE MARK 1
 LX6036'COULD NOT BE LOCATED, ALTHOUGH IT IS PROBABLY IN ITS ORIGINAL
 LX6036'POSITION.  THE DESCRIPTION IS POOR FOR RECOVERY AT THIS DATE,
 LX6036'SINCE THE PHYSICAL CHRACTERISTICS OF THE AREA HAVE CHANGED
 LX6036'CONSIDERABLY.
 LX6036
 LX6036                          STATION RECOVERY (1997)
 LX6036
 LX6036'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5839 ***********************************************************************
 LX5839  DESIGNATION -  MEADOW SHACK CHIMNEY
 LX5839  PID         -  LX5839
 LX5839  STATE/COUNTY-  CT/NEW LONDON
 LX5839  USGS QUAD   -  OLD LYME (1976)
 LX5839
 LX5839                         *CURRENT SURVEY CONTROL
 LX5839  ___________________________________________________________________
 LX5839* NAD 83(1996)-  41 20 42.19890(N)    072 21 55.57535(W)     ADJUSTED  
 LX5839* NAVD 88     -                                                        
 LX5839  ___________________________________________________________________
 LX5839  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX5839  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX5839
 LX5839  HORZ ORDER  -  THIRD
 LX5839
 LX5839.The horizontal coordinates were established by classical geodetic methods
 LX5839.and adjusted by the National Geodetic Survey in August 1998..
 LX5839
 LX5839
 LX5839.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5839
 LX5839.The geoid height was determined by GEOID03.
 LX5839
 LX5839;                    North         East     Units Scale Factor Converg.
 LX5839;SPC CT       -   209,302.453   336,986.038   MT  0.99998853   +0 15 18.0
 LX5839;SPC CT       -   686,686.46  1,105,595.03   sFT  0.99998853   +0 15 18.0
 LX5839;UTM  18      - 4,580,411.553   720,421.208   MT  1.00019797   +1 44 27.9
 LX5839
 LX5839                          SUPERSEDED SURVEY CONTROL
 LX5839
 LX5839  NAD 83(1992)-  41 20 42.19794(N)    072 21 55.57501(W) AD(       ) 4
 LX5839  NAD 83(1986)-  41 20 42.19982(N)    072 21 55.57837(W) AD(       ) 4
 LX5839  NAD 27      -  41 20 41.84400(N)    072 21 57.28600(W) AD(       ) 3
 LX5839
 LX5839.Superseded values are not recommended for survey control.
 LX5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5839.See file dsdata.txt to determine how the superseded data were derived.
 LX5839
 LX5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2042180412(NAD 83)
 LX5839
 LX5839  HISTORY     - Date     Condition        Report By
 LX5839  HISTORY     - 1934     MONUMENTED       CGS
 LX5839  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5839
 LX5839                          STATION DESCRIPTION
 LX5839
 LX5839'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5839'THERE ARE TWO ONE-ROOM SHACKS ON THE RIVER EDGE OF THE MEADOW,
 LX5839'W OF LORDS COVE.
 LX5839'
 LX5839'THE STATION IS ON THE MORE NORTHERLY OF THE TWO.  THIS BUILDING HAS
 LX5839'A SHORT RED BRICK CHIMNEY AT THE APEX OF THE N GABLE.
 LX5839'
 LX5839'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5839
 LX5839                          STATION RECOVERY (1948)
 LX5839
 LX5839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5839'THIS STATION IS NOW DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5837 ***********************************************************************
 LX5837  DESIGNATION -  MEADOW TREE
 LX5837  PID         -  LX5837
 LX5837  STATE/COUNTY-  CT/NEW LONDON
 LX5837  USGS QUAD   -  OLD LYME (1976)
 LX5837
 LX5837                         *CURRENT SURVEY CONTROL
 LX5837  ___________________________________________________________________
 LX5837* NAD 83(1996)-  41 20 30.40623(N)    072 21 44.58835(W)     ADJUSTED  
 LX5837* NAVD 88     -                                                        
 LX5837  ___________________________________________________________________
 LX5837  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX5837  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX5837
 LX5837  HORZ ORDER  -  THIRD
 LX5837
 LX5837.The horizontal coordinates were established by classical geodetic methods
 LX5837.and adjusted by the National Geodetic Survey in August 1998..
 LX5837
 LX5837
 LX5837.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5837
 LX5837.The geoid height was determined by GEOID03.
 LX5837
 LX5837;                    North         East     Units Scale Factor Converg.
 LX5837;SPC CT       -   208,939.797   337,243.096   MT  0.99998872   +0 15 25.2
 LX5837;SPC CT       -   685,496.65  1,106,438.39   sFT  0.99998872   +0 15 25.2
 LX5837;UTM  18      - 4,580,055.610   720,687.641   MT  1.00019942   +1 44 34.7
 LX5837
 LX5837                          SUPERSEDED SURVEY CONTROL
 LX5837
 LX5837  NAD 83(1992)-  41 20 30.40527(N)    072 21 44.58802(W) AD(       ) 4
 LX5837  NAD 83(1986)-  41 20 30.40716(N)    072 21 44.59136(W) AD(       ) 4
 LX5837  NAD 27      -  41 20 30.05500(N)    072 21 46.30700(W) AD(       ) 3
 LX5837
 LX5837.Superseded values are not recommended for survey control.
 LX5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5837.See file dsdata.txt to determine how the superseded data were derived.
 LX5837
 LX5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2068880056(NAD 83)
 LX5837
 LX5837  HISTORY     - Date     Condition        Report By
 LX5837  HISTORY     - 1934     MONUMENTED       CGS
 LX5837  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5837  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5837
 LX5837                          STATION DESCRIPTION
 LX5837
 LX5837'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5837'THE RIVER MEADOW, W OF LORDS COVE, HAS A FRINGE OF TREES AT THE
 LX5837'RIVERS EDGE.  THESE TREES EXTEND S FROM THE SOUTHERLY END OF NOTTS
 LX5837'ISLAND.  THE MOST SOUTHERLY OF THESE TREES IS THE STATION.  IT IS
 LX5837'THE SECOND, AND LARGER, TREE S OF THE SOUTHERLY SHACK ON THE
 LX5837'MEADOW.
 LX5837'
 LX5837'CENTER IS THE CENTER LINE OF THE BASE OF THE TREE.
 LX5837
 LX5837                          STATION RECOVERY (1948)
 LX5837
 LX5837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5837'THE RIVER MEADOW W OF LORDS COVE HAS A FRINGE OF TREES AT THE RIVERS
 LX5837'EDGE.  THESE TREES EXTEND S FROM THE S END OF NOTTS ISLAND.  THE
 LX5837'MOST S OF THESE TREES IS THE STATION.  THERE IS ONE SHACK ON THE
 LX5837'MEADOW NOW, AND THE REMAINS OF A SHACK N OF IT.  THERE ARE TWO
 LX5837'TREES S OF THE SHACK AND THE S TREE IS THE LARGER.  THIS TREE IS
 LX5837'BELIEVED TO BE THE STATION.
 LX5837
 LX5837                          STATION RECOVERY (1961)
 LX5837
 LX5837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5837'THE STATION WAS RECOVERED AS DESCRIBED BY R.J.S. IN 1948.  THE TREE
 LX5837'NOW APPEARS TO BE DEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3789 ***********************************************************************
 LX3789  DESIGNATION -  MEAS MI E
 LX3789  PID         -  LX3789
 LX3789  STATE/COUNTY-  CT/FAIRFIELD
 LX3789  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3789
 LX3789                         *CURRENT SURVEY CONTROL
 LX3789  ___________________________________________________________________
 LX3789* NAD 83(1996)-  41 03 12.12597(N)    073 24 08.50963(W)     ADJUSTED  
 LX3789* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3789  ___________________________________________________________________
 LX3789  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LX3789  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX3789
 LX3789  HORZ ORDER  -  THIRD
 LX3789
 LX3789.The horizontal coordinates were established by classical geodetic methods
 LX3789.and adjusted by the National Geodetic Survey in August 1998..
 LX3789
 LX3789.The orthometric height was scaled from a topographic map.
 LX3789
 LX3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3789
 LX3789.The geoid height was determined by GEOID03.
 LX3789
 LX3789;                    North         East     Units Scale Factor Converg.
 LX3789;SPC CT       -   177,043.720   249,957.688   MT  1.00001805   -0 25 57.2
 LX3789;SPC CT       -   580,850.94    820,069.51   sFT  1.00001805   -0 25 57.2
 LX3789;UTM  18      - 4,545,910.991   634,257.640   MT  0.99982185   +1 02 57.9
 LX3789
 LX3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3789!SPC CT       -   1.00000479  x   1.00001805  =   1.00002284
 LX3789!UTM  18      -   1.00000479  x   0.99982185  =   0.99982664
 LX3789
 LX3789:                Primary Azimuth Mark                     Grid Az
 LX3789:SPC CT       -  MEAS MI W                                249 42 09.4
 LX3789:UTM  18      -  MEAS MI W                                248 13 14.3
 LX3789
 LX3789|---------------------------------------------------------------------|
 LX3789| PID    Reference Object                     Distance      Geod. Az  |
 LX3789|                                                           dddmmss.s |
 LX3789| LX3797 MEAS MI W                           APPROX. 1.9 KM 2491612.2 |
 LX3789| LX3788 MEAS MI E RM 1                       61.610 METERS 24916     |
 LX3789| CB4674 MEAS MI E RM 2                       29.375 METERS 33916     |
 LX3789|---------------------------------------------------------------------|
 LX3789
 LX3789                          SUPERSEDED SURVEY CONTROL
 LX3789
 LX3789  NAD 83(1992)-  41 03 12.12585(N)    073 24 08.50808(W) AD(       ) 3
 LX3789  NAD 83(1986)-  41 03 12.12683(N)    073 24 08.51062(W) AD(       ) 3
 LX3789  NAD 27      -  41 03 11.77900(N)    073 24 10.08700(W) AD(       ) 3
 LX3789
 LX3789.Superseded values are not recommended for survey control.
 LX3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3789.See file dsdata.txt to determine how the superseded data were derived.
 LX3789
 LX3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3425845911(NAD 83)
 LX3789_MARKER: Z = SEE DESCRIPTION
 LX3789_SETTING: 0 = UNSPECIFIED SETTING
 LX3789
 LX3789  HISTORY     - Date     Condition        Report By
 LX3789  HISTORY     - 1949     MONUMENTED       CGS
 LX3789  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX3789
 LX3789                          STATION DESCRIPTION
 LX3789
 LX3789'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WJC)
 LX3789'THE STATION IS ON THE S SIDE OF SHEFFIELD HARBOR, ON THE GRAVEL
 LX3789'REEF CONNECTING LITTLE HAMMOCK ISLAND AND THE UNNAMED ISLAND TO
 LX3789'THE W.  IT IS ABOUT 100 FT. S OF THE HIGHEST PART OF THE REEF,
 LX3789'AND ABOUT 120 FT. E OF THE MOST E END OF AN UNNAMED ISLAND.  THE
 LX3789'STATION, WHICH AT HIGH TIDE WILL BE COVERED BY ABOUT 2 FT. OF
 LX3789'WATER, IS MARKED BY A BRONZE STATION DISK, SET IN THE TOP OF A
 LX3789'12-IN. BY 12-IN. BY 3-1/2-FT. CONCRETE POST PROTRUDING ABOUT 1
 LX3789'FT. ABOVE GROUND.  IT IS STAMPED MEAS MI E 1949.
 LX3789'
 LX3789'REFERENCE MARK 2 WAS SET ON THE GRASSY RIDGE OF THE REEF WHICH
 LX3789'IS AWASH AT THE HIGHEST TIDES.  IT IS A BRONZE REFERENCE DISK WITH
 LX3789'THE ARROW POINTING TOWARD THE STATION AND IS SET IN THE TOP OF A
 LX3789'12- BY 12-IN. BY 3-1/2-FT. CONCRETE POST PROTRUDING 12 IN. ABOVE
 LX3789'GROUND.  IT IS STAMPED MEAS MI E 1949 NO 2.
 LX3789'
 LX3789'REFERENCE MARK 1 IS STATION MEAS. MI. E R.M. NO. 1 1949.
 LX3789
 LX3789                          STATION RECOVERY (1951)
 LX3789
 LX3789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CHO)
 LX3789'RECOVERED AS DESCRIBED, AFTER HURRICANE OF 11/25/50.  MANY STONES
 LX3789'HAD BEEN WASHED UP ON GRAVEL LEDGE.  STATION IS AMONG THESE
 LX3789'STONES, AND AT WESTERN EDGE OF TIDAL GRASS AT EAST END OF ISLAND.
 LX3789'
 LX3789'R.M. 1 NOT FOUND.
 LX3789'
 LX3789'R.M. 2 RECOVERED, BUT LEANING AT AN ANGLE OF 45 DEG AWAY FROM
 LX3789'MEASURED MILE E.  BASE OF R.M. 2 BELIEVED TO BE IN ORIGINAL
 LX3789'POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3788 ***********************************************************************
 LX3788  DESIGNATION -  MEAS MI E RM 1
 LX3788  PID         -  LX3788
 LX3788  STATE/COUNTY-  CT/FAIRFIELD
 LX3788  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3788
 LX3788                         *CURRENT SURVEY CONTROL
 LX3788  ___________________________________________________________________
 LX3788* NAD 83(1996)-  41 03 11.41903(N)    073 24 10.97714(W)     ADJUSTED  
 LX3788* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3788  ___________________________________________________________________
 LX3788  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LX3788  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX3788
 LX3788  HORZ ORDER  -  THIRD
 LX3788
 LX3788.The horizontal coordinates were established by classical geodetic methods
 LX3788.and adjusted by the National Geodetic Survey in August 1998..
 LX3788
 LX3788.The orthometric height was scaled from a topographic map.
 LX3788
 LX3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3788
 LX3788.The geoid height was determined by GEOID03.
 LX3788
 LX3788;                    North         East     Units Scale Factor Converg.
 LX3788;SPC CT       -   177,022.348   249,899.903   MT  1.00001808   -0 25 58.8
 LX3788;SPC CT       -   580,780.82    819,879.93   sFT  1.00001808   -0 25 58.8
 LX3788;UTM  18      - 4,545,888.136   634,200.438   MT  0.99982166   +1 02 56.3
 LX3788
 LX3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3788!SPC CT       -   1.00000432  x   1.00001808  =   1.00002240
 LX3788!UTM  18      -   1.00000432  x   0.99982166  =   0.99982598
 LX3788
 LX3788:                Primary Azimuth Mark                     Grid Az
 LX3788:SPC CT       -  MEAS MI W                                249 42 09.4
 LX3788:UTM  18      -  MEAS MI W                                248 13 14.3
 LX3788
 LX3788|---------------------------------------------------------------------|
 LX3788| PID    Reference Object                     Distance      Geod. Az  |
 LX3788|                                                           dddmmss.s |
 LX3788| LX3797 MEAS MI W                           APPROX. 1.8 KM 2491610.6 |
 LX3788|---------------------------------------------------------------------|
 LX3788
 LX3788                          SUPERSEDED SURVEY CONTROL
 LX3788
 LX3788  NAD 83(1992)-  41 03 11.41891(N)    073 24 10.97560(W) AD(       ) 3
 LX3788  NAD 83(1986)-  41 03 11.41989(N)    073 24 10.97813(W) AD(       ) 3
 LX3788  NAD 27      -  41 03 11.07200(N)    073 24 12.55500(W) AD(       ) 3
 LX3788
 LX3788.Superseded values are not recommended for survey control.
 LX3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3788.See file dsdata.txt to determine how the superseded data were derived.
 LX3788
 LX3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3420045888(NAD 83)
 LX3788_MARKER: Z = SEE DESCRIPTION
 LX3788_SETTING: 0 = UNSPECIFIED SETTING
 LX3788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3788
 LX3788  HISTORY     - Date     Condition        Report By
 LX3788  HISTORY     - 1949     MONUMENTED       CGS
 LX3788  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX3788
 LX3788                          STATION DESCRIPTION
 LX3788
 LX3788'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WJC)
 LX3788'THIS STATION WAS ESTABLISHED AS THE PRELIMINARY E END OF THE
 LX3788'MEASURED MILE COURSE.  IT IS ON THE S SIDE OF SHEFFIELD HARBOR,
 LX3788'ON THE SE END OF AN UNNAMED ISLAND WHICH LIES BETWEEN SHEFFIELD
 LX3788'ISLAND AND LITTLE HAMMOCK.  THE STATION IS ON A BRUSHY POINT ABOUT
 LX3788'80 FT. W OF THE MOST E END OF AN UNNAMED ISLAND, ABOUT 10 FT. N
 LX3788'OF THE HIGH-WATERLINE.
 LX3788'
 LX3788'STATION MARK IS A BRONZE REFERENCE DISK, THE ARROW POINTING TOWARD
 LX3788'STATION MEASURED MILE E, AND IS SET IN THE TOP OF A 12- BY
 LX3788'12-IN. BY 3-1/2-FT. CONCRETE POST PROTRUDING 12 IN. ABOVE
 LX3788'GROUND.  IT IS STAMPED MEAS MI E RM NO 1 1949.
 LX3788'
 LX3788'MEASURED MILE E. WAS SET IN LINE WITH MEASURED MILE W. AND
 LX3788'MEAS. MI. E R.M. NO. 1, AND 202.13 FT. E OF MEAS. MI. E R.M. NO. 1.
 LX3788
 LX3788                          STATION RECOVERY (1951)
 LX3788
 LX3788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CHO)
 LX3788'CAREFULLY SEARCHED FOR, BUT NOT RECOVERED.
 LX3788'
 LX3788'AT 202.13 FEET FROM MEAS. MILE E TOWARD MEAS. MILE W, CAREFUL
 LX3788'SEARCH WAS MADE.  NO CONCRETE POST NOR BRONZE DISC FOUND.  ONE
 LX3788'FIXED GUY-POST AND A SHORT SECTION OF WIRE, ALSO ANOTHER PIECE
 LX3788'OF WOOD AND WIRE, WERE FOUND.  HURRICANE OF 11/25/50 GREATLY
 LX3788'ERODED THIS SHORE.  NEAREST SOIL AND BRUSHY GROWTH IS 20 TO 30
 LX3788'FT. NORTH OF H.W. LINE -- NOT 10 FT. AS IN 49.
 LX3788'
 LX3788'MEASURED MILE E--RECOVERED AS DESCRIBED, EXCEPT FOR EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3797 ***********************************************************************
 LX3797  DESIGNATION -  MEAS MI W
 LX3797  PID         -  LX3797
 LX3797  STATE/COUNTY-  CT/FAIRFIELD
 LX3797  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3797
 LX3797                         *CURRENT SURVEY CONTROL
 LX3797  ___________________________________________________________________
 LX3797* NAD 83(1996)-  41 02 50.85507(N)    073 25 22.72524(W)     ADJUSTED  
 LX3797* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3797  ___________________________________________________________________
 LX3797  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 LX3797  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX3797
 LX3797  HORZ ORDER  -  THIRD
 LX3797
 LX3797.The horizontal coordinates were established by classical geodetic methods
 LX3797.and adjusted by the National Geodetic Survey in August 1998..
 LX3797
 LX3797.The orthometric height was scaled from a topographic map.
 LX3797
 LX3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3797
 LX3797.The geoid height was determined by GEOID03.
 LX3797
 LX3797;                    North         East     Units Scale Factor Converg.
 LX3797;SPC CT       -   176,400.842   248,219.513   MT  1.00001891   -0 26 46.4
 LX3797;SPC CT       -   578,741.76    814,366.85   sFT  1.00001891   -0 26 46.4
 LX3797;UTM  18      - 4,545,223.512   632,537.016   MT  0.99981620   +1 02 08.7
 LX3797
 LX3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3797!SPC CT       -   1.00000464  x   1.00001891  =   1.00002355
 LX3797!UTM  18      -   1.00000464  x   0.99981620  =   0.99982084
 LX3797
 LX3797:                Primary Azimuth Mark                     Grid Az
 LX3797:SPC CT       -  MEAS MI E RM 1                           069 42 09.9
 LX3797:UTM  18      -  MEAS MI E RM 1                           068 13 14.8
 LX3797
 LX3797|---------------------------------------------------------------------|
 LX3797| PID    Reference Object                     Distance      Geod. Az  |
 LX3797|                                                           dddmmss.s |
 LX3797| LX3788 MEAS MI E RM 1                      APPROX. 1.8 KM 0691523.5 |
 LX3797|---------------------------------------------------------------------|
 LX3797
 LX3797                          SUPERSEDED SURVEY CONTROL
 LX3797
 LX3797  NAD 83(1992)-  41 02 50.85508(N)    073 25 22.72328(W) AD(       ) 3
 LX3797  NAD 83(1986)-  41 02 50.85598(N)    073 25 22.72602(W) AD(       ) 3
 LX3797  NAD 27      -  41 02 50.50700(N)    073 25 24.30000(W) AD(       ) 3
 LX3797
 LX3797.Superseded values are not recommended for survey control.
 LX3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3797.See file dsdata.txt to determine how the superseded data were derived.
 LX3797
 LX3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3253745224(NAD 83)
 LX3797_MARKER: Z = SEE DESCRIPTION
 LX3797_SETTING: 0 = UNSPECIFIED SETTING
 LX3797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3797
 LX3797  HISTORY     - Date     Condition        Report By
 LX3797  HISTORY     - 1949     MONUMENTED       CGS
 LX3797  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX3797  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3797  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX3797
 LX3797                          STATION DESCRIPTION
 LX3797
 LX3797'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WJC)
 LX3797'THE STATION IS ON THE S SIDE OF SHEFFIELD HARBOR, ON THE W END OF
 LX3797'SHEFFIELD ISLAND, APPROXIMATELY ON THE MIDPOINT OF THE BEACH WHICH
 LX3797'EXTENDS IN A N-S DIRECTION, AND ABOUT 2 FT. FROM THE
 LX3797'HIGH-WATERLINE.
 LX3797'
 LX3797'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP CENTER OF
 LX3797'A 12- BY 12-IN. BY 3-1/2 FT. CONCRETE POST WHICH PROTRUDES ABOUT
 LX3797'10 IN. ABOVE GROUND.  IT IS STAMPED MEAS MI W 1949.
 LX3797'
 LX3797'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WITH THE ARROW POINTING
 LX3797'TOWARD THE STATION.  IT IS SET IN THE TOP CENTER OF A 12- BY 12-IN
 LX3797'BY 3-1/2 FT. CONCRETE POST PROTRUDING ABOUT 10 IN. ABOVE
 LX3797'GROUND.  IT IS STAMPED MEAS MI W NO 1 1949.
 LX3797
 LX3797                          STATION RECOVERY (1951)
 LX3797
 LX3797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CHO)
 LX3797'RECOVERED AS DESCRIBED, EXCEPT THAT BEACH WHICH EXTENDS IN A
 LX3797'N-S DIRECTION HAS BEEN CONSIDERABLY ERODED BY STORMS.
 LX3797'
 LX3797'R.M. 1 NOT RECOVERED.  EXTENDING IN AN ARC FROM SSE THROUGH W
 LX3797'TO NNW (ALL TRUE), THERE IS NOW NO LAND ABOVE HIGH WATER, AT
 LX3797'A DISTANCE OF 69.9 FEET FROM MEAS. MILE W.
 LX3797'
 LX3797'R.M. TARGET (NOT PREVIOUSLY DESCRIBED) IS LOCATED AS FOLLOWS--
 LX3797'
 LX3797'THIS TARGET IS ON THE W END OF SHEFFIELD ISLAND, WHICH IS S OF
 LX3797'NORWALK.  IT IS A PROMINENT LOCAL LANDMARK, RUGGEDLY CONSTRUCTED
 LX3797'OF WOOD.  CENTER PIECE IS HEAVY, SQUARE COLUMN, SUPPORTING LARGE
 LX3797'SQUARE TARGET, POINT UP.  SECURELY BRACED, AND PAINTED WHITE.  IN
 LX3797'GOOD CONDITION IN 1958, THIS HAS SURVIVED SEVERAL HURRICANES AND
 LX3797'BAD STORMS.
 LX3797
 LX3797                          STATION RECOVERY (1959)
 LX3797
 LX3797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3797'RECOVERED STATION IN GOOD CONDITION, EXCEPT THAT CONCRETE POST
 LX3797'CAN BE MOVED BACK AND FORTH ABOUT 1/8 INCH IN ITS OLD WOODEN FORM
 LX3797'(IN WHICH CONCRETE WAS POURED).  THIS WESTERN END OF SHEFFIELD
 LX3797'ISLAND HAS BEEN BADLY ERODED BY STORMS.
 LX3797
 LX3797                          STATION RECOVERY (1963)
 LX3797
 LX3797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CHO)
 LX3797'SEE ALSO, SAME DATE, REPORT ON MARKER.
 LX3797'
 LX3797'RECOVERED AS DESCRIBED--DISK IN VERY GOOD CONDITION, AND CONCRETE
 LX3797'POST IS VERTICAL.  IN MY 6/10/59 REPORT, I SAID, CONCRETE
 LX3797'POST CAN BE MOVED BACK AND FORTH, POSSIBLY 1/8 INCH, IN ITS OLD
 LX3797'WOODEN FORM.  THIS IS NOT TRUE TODAY.  WOODEN FORM HAS
 LX3797'DISINTEGRATED, AND SAND AND GRAVEL ARE CLOSELY PACKED AROUND
 LX3797'POST, TOP OF WHICH IS HORIZONTAL, AND ABOUT ONE INCH ABOVE
 LX3797'GRAVEL-SAND BEACH LEVEL.  ALL FOUR TOP EDGES OF CONCRETE POST
 LX3797'ARE SOMEWHAT CHIPPED BY ACTION OF STORM-DRIVEN DEBRIS.
 LX3797'
 LX3797'STATION IS NOW ABOUT ON STORM H.W. LINE--2 IN TO 5 IN ROUNDED
 LX3797'STONES TO W, AND 2 FT. HIGH, COARSE WEEDS TO E.
 LX3797'
 LX3797'FOR CONVENIENCE IN FINDING STATION--IT IS ABOUT 35 FT. N OF
 LX3797'SWLY ROUNDING POINT OF SHEFFIELD ID., AND ABOUT 60 FT. SSE TRUE
 LX3797'FROM THE LINE JOINING GREENS LEDGE L.H. AND OLD ABANDONED
 LX3797'L.H. TOWER.
 LX3797'
 LX3797'MEAS. MILE W 49, R.M. 1 DESTROYED BY NOV. 1950 HURRICANE.
 LX3797'
 LX3797'NO TRACE OF TARGET REFERRED TO BY C.H. OBER IN 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6329 ***********************************************************************
 LX6329  DESIGNATION -  MEIGS POINT BOULDER
 LX6329  PID         -  LX6329
 LX6329  STATE/COUNTY-  CT/NEW HAVEN
 LX6329  USGS QUAD   -  MATTITUCK HILLS (1956)
 LX6329
 LX6329                         *CURRENT SURVEY CONTROL
 LX6329  ___________________________________________________________________
 LX6329* NAD 83(1996)-  41 14 59.43001(N)    072 32 37.28192(W)     ADJUSTED  
 LX6329* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX6329  ___________________________________________________________________
 LX6329  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LX6329  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX6329
 LX6329  HORZ ORDER  -  THIRD
 LX6329
 LX6329.The horizontal coordinates were established by classical geodetic methods
 LX6329.and adjusted by the National Geodetic Survey in August 1998..
 LX6329
 LX6329.The orthometric height was scaled from a topographic map.
 LX6329
 LX6329.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6329
 LX6329.The geoid height was determined by GEOID03.
 LX6329
 LX6329;                    North         East     Units Scale Factor Converg.
 LX6329;SPC CT       -   198,677.177   322,092.781   MT  0.99999534   +0 08 12.5
 LX6329;SPC CT       -   651,826.70  1,056,732.73   sFT  0.99999534   +0 08 12.5
 LX6329;UTM  18      - 4,569,402.125   705,805.797   MT  1.00012131   +1 37 12.4
 LX6329
 LX6329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6329!SPC CT       -   1.00000387  x   0.99999534  =   0.99999921
 LX6329!UTM  18      -   1.00000387  x   1.00012131  =   1.00012518
 LX6329
 LX6329                          SUPERSEDED SURVEY CONTROL
 LX6329
 LX6329  NAD 83(1992)-  41 14 59.42909(N)    072 32 37.28170(W) AD(       ) 4
 LX6329  NAD 83(1986)-  41 14 59.43126(N)    072 32 37.28502(W) AD(       ) 4
 LX6329  NAD 27      -  41 14 59.08000(N)    072 32 38.96000(W) AD(       ) 3
 LX6329
 LX6329.Superseded values are not recommended for survey control.
 LX6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6329.See file dsdata.txt to determine how the superseded data were derived.
 LX6329
 LX6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0580669402(NAD 83)
 LX6329
 LX6329  HISTORY     - Date     Condition        Report By
 LX6329  HISTORY     - 1934     MONUMENTED       CGS
 LX6329  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6329  HISTORY     - 1974     GOOD             CTGS
 LX6329
 LX6329                          STATION DESCRIPTION
 LX6329
 LX6329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6329'THIS IS THE SINGLE BOULDER IN THE MARSHY LAND JUST INSIDE THE
 LX6329'HIGH POINT AT THE TIP OF MEIGS POINT.  THE BOULDER MEASURES ABOUT
 LX6329'14 BY 13 FEET AND IS 5 FEET HIGH.  THE LONG AXIS LIES NE AND
 LX6329'SW.  IT BEARS N 85 DEG W (MAGNETIC) FROM THE MIDDLE OF THE
 LX6329'PARKING SPACE AT THE END OF THE PARK DRIVE AND IS 60 METERS
 LX6329'DISTANT.  THE BOULDER IS NEAR THE NE SIDE OF THE SWAMPY AREA AND
 LX6329'ABOUT 45 METERS SW OF THE CENTER LINE OF THE DRIVE.
 LX6329'
 LX6329'CENTER IS THE CENTER LINE OF THE BOULDER.
 LX6329'
 LX6329'DETERMINED BY ANGLE AND DISTANCE FROM TRIANGULATION STATION
 LX6329'HAMMONASSET.
 LX6329
 LX6329                          STATION RECOVERY (1960)
 LX6329
 LX6329'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6329'STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX6329
 LX6329                          STATION RECOVERY (1974)
 LX6329
 LX6329'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX6329'STATION WAS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6194 ***********************************************************************
 LX6194  DESIGNATION -  MEIGS POINT CHIMNEY
 LX6194  PID         -  LX6194
 LX6194  STATE/COUNTY-  CT/NEW HAVEN
 LX6194  USGS QUAD   -  CLINTON (1984)
 LX6194
 LX6194                         *CURRENT SURVEY CONTROL
 LX6194  ___________________________________________________________________
 LX6194* NAD 83(1996)-  41 15 07.41934(N)    072 32 46.77691(W)     ADJUSTED  
 LX6194* NAVD 88     -                                                        
 LX6194  ___________________________________________________________________
 LX6194  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6194  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX6194
 LX6194  HORZ ORDER  -  THIRD
 LX6194
 LX6194.The horizontal coordinates were established by classical geodetic methods
 LX6194.and adjusted by the National Geodetic Survey in August 1998..
 LX6194
 LX6194
 LX6194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6194
 LX6194.The geoid height was determined by GEOID03.
 LX6194
 LX6194;                    North         East     Units Scale Factor Converg.
 LX6194;SPC CT       -   198,923.119   321,871.135   MT  0.99999515   +0 08 06.2
 LX6194;SPC CT       -   652,633.60  1,056,005.55   sFT  0.99999515   +0 08 06.2
 LX6194;SPC NY L     -   121,543.670   421,834.709   MT  1.00001947   +0 57 03.0
 LX6194;SPC NY L     -   398,764.52  1,383,969.37   sFT  1.00001947   +0 57 03.0
 LX6194;UTM  18      - 4,569,642.277   705,577.831   MT  1.00012015   +1 37 06.4
 LX6194
 LX6194                          SUPERSEDED SURVEY CONTROL
 LX6194
 LX6194  NAD 83(1992)-  41 15 07.41843(N)    072 32 46.77668(W) AD(       ) 4
 LX6194  NAD 83(1986)-  41 15 07.42066(N)    072 32 46.78001(W) AD(       ) 4
 LX6194  NAD 27      -  41 15 07.06800(N)    072 32 48.45200(W) AD(       ) 3
 LX6194
 LX6194.Superseded values are not recommended for survey control.
 LX6194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6194.See file dsdata.txt to determine how the superseded data were derived.
 LX6194
 LX6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0557869642(NAD 83)
 LX6194
 LX6194  HISTORY     - Date     Condition        Report By
 LX6194  HISTORY     - 1934     MONUMENTED       CGS
 LX6194  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6194  HISTORY     - 1974     GOOD             CTGS
 LX6194
 LX6194                          STATION DESCRIPTION
 LX6194
 LX6194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6194'THERE ARE THREE BUILDINGS IN THE GROUP AT THE END OF MEIGS
 LX6194'POINT, THE SOUTHERLY EXTREMITY OF THE HAMMONASSET BEACH STATE
 LX6194'PARK.  THE MOST SOUTHERLY OF THE THREE IS THE SUMMER RESIDENCE
 LX6194'OF THE CARETAKER FOR THIS PART OF THE PARK.  THE TWO OTHERS
 LX6194'ARE STORAGE BARNS.
 LX6194'
 LX6194'THE HOUSE FACES SOUTHERLY, THE RIDGEPOLE BEING ALMOST E AND
 LX6194'W.  IT HAS A SINGLE CHIMNEY MIDWAY OF THE HOUSE, E AND W, AND A
 LX6194'LITTLE N OF THE RIDGEPOLE.
 LX6194'
 LX6194'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6194
 LX6194                          STATION RECOVERY (1960)
 LX6194
 LX6194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6194'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE ORIGINAL
 LX6194'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX6194
 LX6194                          STATION RECOVERY (1974)
 LX6194
 LX6194'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX6194'AT THE END OF MEIGS POINT, THE SOUTHERLY EXTREMITY OF THE
 LX6194'HAMMONASSET BEACH STATE PARK, THE MEIGS PT. HQ. (NATURE STUDY BLDG.)
 LX6194'WAS THE RESIDENCE OF THE CARETAKER FOR THIS PART OF THE PARK.
 LX6194'
 LX6194'STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6188 ***********************************************************************
 LX6188  DESIGNATION -  MEIGS SILO
 LX6188  PID         -  LX6188
 LX6188  STATE/COUNTY-  CT/NEW HAVEN
 LX6188  USGS QUAD   -  CLINTON (1984)
 LX6188
 LX6188                         *CURRENT SURVEY CONTROL
 LX6188  ___________________________________________________________________
 LX6188* NAD 83(1996)-  41 16 29.44103(N)    072 33 04.94412(W)     ADJUSTED  
 LX6188* NAVD 88     -                                                        
 LX6188  ___________________________________________________________________
 LX6188  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX6188  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX6188
 LX6188  HORZ ORDER  -  THIRD
 LX6188
 LX6188.The horizontal coordinates were established by classical geodetic methods
 LX6188.and adjusted by the National Geodetic Survey in August 1998..
 LX6188
 LX6188
 LX6188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6188
 LX6188.The geoid height was determined by GEOID03.
 LX6188
 LX6188;                    North         East     Units Scale Factor Converg.
 LX6188;SPC CT       -   201,452.459   321,442.360   MT  0.99999329   +0 07 54.1
 LX6188;SPC CT       -   660,931.94  1,054,598.81   sFT  0.99999329   +0 07 54.1
 LX6188;SPC NY L     -   124,066.717   421,369.953   MT  1.00002233   +0 56 51.1
 LX6188;SPC NY L     -   407,042.22  1,382,444.59   sFT  1.00002233   +0 56 51.1
 LX6188;UTM  18      - 4,572,159.980   705,083.643   MT  1.00011765   +1 36 57.1
 LX6188
 LX6188                          SUPERSEDED SURVEY CONTROL
 LX6188
 LX6188  NAD 83(1992)-  41 16 29.44011(N)    072 33 04.94389(W) AD(       ) 4
 LX6188  NAD 83(1986)-  41 16 29.44238(N)    072 33 04.94716(W) AD(       ) 4
 LX6188  NAD 27      -  41 16 29.08700(N)    072 33 06.61500(W) AD(       ) 3
 LX6188
 LX6188.Superseded values are not recommended for survey control.
 LX6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6188.See file dsdata.txt to determine how the superseded data were derived.
 LX6188
 LX6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0508472160(NAD 83)
 LX6188
 LX6188  HISTORY     - Date     Condition        Report By
 LX6188  HISTORY     - 1934     MONUMENTED       CGS
 LX6188  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6188
 LX6188                          STATION DESCRIPTION
 LX6188
 LX6188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6188'THE CLARKSON MEIGS FARM BUILDINGS ARE ON THE N SIDE OF THE
 LX6188'POST ROAD ABOUT 0.3 MILE E OF THE MAIN ENTRANCE TO
 LX6188'HAMMONASSET STATE PARK.  IT IS THE NEXT PLACE, BUT ONE, TO THE
 LX6188'POINT OF DIVISION OF THE NEW AND OLD LOCATIONS OF THE POST
 LX6188'ROAD, JUST W OF THE HIGHWAY BRIDGE OVER THE HAMMONASSET RIVER.
 LX6188'
 LX6188'THE SILO IS THE MOST SOUTHERLY OF THE BUILDINGS IN THE
 LX6188'BARNYARD.  THERE ARE ALSO, TWO LARGE WHITE BARNS, A SMALLER RED
 LX6188'BARN, AND A RED CORN CRIB.
 LX6188'
 LX6188'THE SILO IS JUST E OF THE STONE WALL AT THE W PROPERTY LINE
 LX6188'AND ABOUT 54 METERS NE OF THE CENTER LINE OF THE POST ROAD
 LX6188'MEASURED ALONG THIS FENCE.  IT IS PAINTED RED AND HAS A RED
 LX6188'WOODEN FINIAL AT THE APEX OF THE ROOF.
 LX6188'
 LX6188'CENTER IS THIS FINIAL.
 LX6188
 LX6188                          STATION RECOVERY (1960)
 LX6188
 LX6188'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6188'STATION WAS DESTROYED.  A BUILDING SUPPLY YARD IS NOW IN THE
 LX6188'FARMYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7354 ***********************************************************************
 LX7354  DESIGNATION -  MEK
 LX7354  PID         -  LX7354
 LX7354  STATE/COUNTY-  CT/LITCHFIELD
 LX7354  USGS QUAD   -  SOUTH CANAAN (1969)
 LX7354
 LX7354                         *CURRENT SURVEY CONTROL
 LX7354  ___________________________________________________________________
 LX7354* NAD 83(1996)-  41 53 30.73347(N)    073 19 18.72152(W)     ADJUSTED  
 LX7354* NAVD 88     -       388.3    (meters)    1274.     (feet)  VERTCON   
 LX7354  ___________________________________________________________________
 LX7354  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 LX7354  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX7354
 LX7354  HORZ ORDER  -  SECOND
 LX7354
 LX7354.The horizontal coordinates were established by classical geodetic methods
 LX7354.and adjusted by the National Geodetic Survey in August 1998..
 LX7354
 LX7354.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7354
 LX7354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7354
 LX7354.The geoid height was determined by GEOID03.
 LX7354
 LX7354;                    North         East     Units Scale Factor Converg.
 LX7354;SPC CT       -   270,119.658   257,341.080   MT  1.00000265   -0 22 45.1
 LX7354;SPC CT       -   886,217.58    844,293.19   sFT  1.00000265   -0 22 45.1
 LX7354;UTM  18      - 4,639,132.367   639,216.206   MT  0.99983849   +1 07 14.6
 LX7354
 LX7354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7354!SPC CT       -   0.99994376  x   1.00000265  =   0.99994641
 LX7354!UTM  18      -   0.99994376  x   0.99983849  =   0.99978226
 LX7354
 LX7354|---------------------------------------------------------------------|
 LX7354| PID    Reference Object                     Distance      Geod. Az  |
 LX7354|                                                           dddmmss.s |
 LX7354| CR8731 MEK RM 1                             10.636 METERS 25357     |
 LX7354| CR8732 MEK RM 2                              9.289 METERS 31155     |
 LX7354|---------------------------------------------------------------------|
 LX7354
 LX7354                          SUPERSEDED SURVEY CONTROL
 LX7354
 LX7354  NAD 83(1996)-  41 53 30.73343(N)    073 19 18.72179(W) AD(       ) 2
 LX7354  NAD 83(1992)-  41 53 30.73406(N)    073 19 18.72250(W) AD(       ) 2
 LX7354  NAD 83(1992)-  41 53 30.73485(N)    073 19 18.72301(W) AD(       ) 2
 LX7354  NAD 83(1986)-  41 53 30.73473(N)    073 19 18.72366(W) AD(       ) 2
 LX7354  NAD 83(1986)-  41 53 30.73508(N)    073 19 18.72243(W) AD(       ) 3
 LX7354  NGVD 29 (07/14/89)  388.5    (m)         1275.     (f) VERT ANG       
 LX7354
 LX7354.Superseded values are not recommended for survey control.
 LX7354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7354.See file dsdata.txt to determine how the superseded data were derived.
 LX7354
 LX7354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3921639132(NAD 83)
 LX7354_MARKER: DS = TRIANGULATION STATION DISK
 LX7354_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7354_SP_SET: PREFABRICATED CONCRETE POST
 LX7354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7354+STABILITY: SURFACE MOTION
 LX7354
 LX7354  HISTORY     - Date     Condition        Report By
 LX7354  HISTORY     - 1984     MONUMENTED       CTGS
 LX7354
 LX7354                          STATION DESCRIPTION
 LX7354
 LX7354'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1984 (VDN)
 LX7354'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI)
 LX7354'WEST-NORTHWEST FROM TORRINGTON, 10.6 KM (6.6 MI) NORTHWEST FROM
 LX7354'GOSHEN, 8.0 KM (5.0 MI) SOUTH SOUTHEAST FROM FALLS VILLAGE, 5.1 KM
 LX7354'(3.2 MI) SOUTHWEST FROM LOWER CITY, 4.3 KM (2.7 MI) NORTHEAST
 LX7354'FROM WEST CORNWALL AND ON EAST SIDE OF CREAM HILL ROAD.
 LX7354'OWNERSHIP--MR ROBERT T BEERS, FIRST SELECTMAN, TOWN OFFICE, PO BOX
 LX7354'97, CORNWALL CT 06753, PHONE 203-672-6487.
 LX7354'
 LX7354'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 4, 43 AND
 LX7354'128 (ABOUT 1.3 KM (0.8 MI) SOUTHEAST FROM CORNWALL CENTER) GO
 LX7354'NORTHWEST ON STATE ROUTE 128 FOR 1.3 KM (0.8 MI) TO A ROAD RIGHT
 LX7354'(TOWN STREET). TURN RIGHT, NORTH, ON TOWN STREET FOR 1.8 KM (1.1
 LX7354'MI) TO A ROAD LEFT (COGSWELL ROAD). TURN LEFT, WEST, ON COGSWELL
 LX7354'ROAD FOR 0.4 KM (0.25 MI) TO A FORK (RATTLESNAKE ROAD). BEAR RIGHT
 LX7354'ON RATTLESNAKE ROAD FOR 1.2 KM (0.75 MI) TO A T ROAD (CREAM HILL
 LX7354'ROAD). TURN RIGHT ON CREAM HILL ROAD FOR 0.6 KM (0.35 MI) TO THE
 LX7354'AZIMUTH MARK, 6198 CTGS, ON THE LEFT. CONTINUE NORTH ON CREAM HILL
 LX7354'ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 LX7354'
 LX7354'THE STATION IS A STANDARD CTGS DISK
 LX7354'STAMPED---MEK 1984---,
 LX7354'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX7354'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 5 CM BELOW GROUND. LOCATED
 LX7354'33.01 METERS (108.3 FT) SOUTH FROM A UTILITY POLE 352,
 LX7354'14.2 METERS (46.5 FT) NORTHEAST FROM THE JUNCTION OF REXFORD ROAD
 LX7354'AT CREAM HILL ROAD,
 LX7354'5.3 METERS (17.5 FT) NORTH-NORTHEAST FROM AN 80 CM DIAMETER TREE AND
 LX7354'4.11 METERS (13.5 FT) EAST FROM THE CENTERLINE OF CREAM HILL ROAD.
 LX7354'
 LX7354'REFERENCE MARK NO. 1 IS A STANDARD CTGS DISK
 LX7354'STAMPED---REFERENCE NO. 1 1984---,
 LX7354'SET INTO A DRILL HOLE IN A ROCK BLOCK CULVERT. LOCATED
 LX7354'8.4 METERS (27.5 FT) SOUTHEAST FROM A 70 CM DIAMETER TREE,
 LX7354'7.3 METERS (24.0 FT) NORTH-NORTHEAST FROM THE CENTER OF REXFORD
 LX7354'ROAD AND
 LX7354'5.2 METERS (17.0 FT) NORTH-NORTHWEST FROM THE CENTER OF CREAM HILL
 LX7354'ROAD.
 LX7354'MARK IS LEVEL WITH THE STATION.
 LX7354'
 LX7354'REFERENCE MARK NO. 2 IS A STANDARD CTGS DISK
 LX7354'STAMPED---REFERENCE NO. 2 1984---,
 LX7354'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX7354'MASS OF CONCRETE 15 CM ON SIDE, LEVEL WITH THE GROUND. LOCATED
 LX7354'17.1 METERS (56.0 FT) NORTH-NORTHEAST FROM THE CENTER OF REXFORD
 LX7354'ROAD,
 LX7354'13.8 METERS (45.2 FT) SOUTH-SOUTHEAST FROM A 65 CM DIAMETER TREE AND
 LX7354'3.7 METERS (12.0 FT) WEST-NORTHWEST FROM THE CENTER OF CREAM HILL
 LX7354'ROAD.
 LX7354'MARK IS LEVEL WITH THE STATION.
 LX7354'
 LX7354'AZIMUTH MARK NO. 1 IS A STANDARD CTGS DISK
 LX7354'STAMPED---6198---,
 LX7354'SET INTO THE TOP OF A PREFABRICATED CONCRETE POST IMBEDDED IN A
 LX7354'MASS OF CONCRETE 15 CM ON SIDE, RECESSED 10 CM BELOW GROUND. LOCATED
 LX7354'13.26 METERS (43.5 FT) SOUTHWEST FROM A UTILITY POLE 359,
 LX7354'5.9 METERS (19.5 FT) NORTH-NORTHEAST FROM A 75 CM DIAMETER MAPLE
 LX7354'TREE,
 LX7354'5.18 METERS (17.0 FT) WEST FROM THE CENTERLINE OF CREAM HILL ROAD,
 LX7354'4.7 METERS (15.3 FT) SOUTH-SOUTHEAST FROM A 55 CM DIAMETER MAPLE
 LX7354'TREE AND
 LX7354'3.51 METERS (11.5 FT) EAST FROM A ROCK WALL.
 LX7354'TO REACH THE AZIMUTH FROM THE STATION,
 LX7354'GO SOUTH FOR 0.3 KM (0.2 MI) ON CREAM HILL ROAD TO THE AZIMUTH MARK
 LX7354'ON THE RIGHT.
 LX7354'
 LX7354'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 LX7354'
 LX7354'AN EDM TIE WAS MADE TO 6198 CTGS. SEE DESCRIPTION THEREOF.
 LX7354'
 LX7354'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5404 ***********************************************************************
 LX5404  DESIGNATION -  MELCERS CHIMNEY
 LX5404  PID         -  LX5404
 LX5404  STATE/COUNTY-  CT/NEW LONDON
 LX5404  USGS QUAD   -  NIANTIC (1983)
 LX5404
 LX5404                         *CURRENT SURVEY CONTROL
 LX5404  ___________________________________________________________________
 LX5404* NAD 83(1996)-  41 20 35.31010(N)    072 09 20.42427(W)     ADJUSTED  
 LX5404* NAVD 88     -                                                        
 LX5404  ___________________________________________________________________
 LX5404  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LX5404  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5404
 LX5404  HORZ ORDER  -  THIRD
 LX5404
 LX5404.The horizontal coordinates were established by classical geodetic methods
 LX5404.and adjusted by the National Geodetic Survey in August 1998..
 LX5404
 LX5404
 LX5404.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5404
 LX5404.The geoid height was determined by GEOID03.
 LX5404
 LX5404;                    North         East     Units Scale Factor Converg.
 LX5404;SPC CT       -   209,189.379   354,543.201   MT  0.99998864   +0 23 38.7
 LX5404;SPC CT       -   686,315.49  1,163,197.15   sFT  0.99998864   +0 23 38.7
 LX5404;SPC NY L     -   132,273.425   454,358.725   MT  1.00003188   +1 12 22.8
 LX5404;SPC NY L     -   433,967.06  1,490,675.25   sFT  1.00003188   +1 12 22.8
 LX5404;UTM  18      - 4,580,753.873   737,979.933   MT  1.00029704   +1 52 47.1
 LX5404
 LX5404                          SUPERSEDED SURVEY CONTROL
 LX5404
 LX5404  NAD 83(1992)-  41 20 35.30896(N)    072 09 20.42357(W) AD(       ) 4
 LX5404  NAD 83(1986)-  41 20 35.31038(N)    072 09 20.42805(W) AD(       ) 4
 LX5404  NAD 27      -  41 20 34.96400(N)    072 09 22.15100(W) AD(       ) 3
 LX5404
 LX5404.Superseded values are not recommended for survey control.
 LX5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5404.See file dsdata.txt to determine how the superseded data were derived.
 LX5404
 LX5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3798080754(NAD 83)
 LX5404_MARKER: 85 = CHIMNEY
 LX5404
 LX5404  HISTORY     - Date     Condition        Report By
 LX5404  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5404  HISTORY     - 1954     GOOD             CGS
 LX5404  HISTORY     - 1984     GOOD             USPSQD
 LX5404  HISTORY     - 19900325 GOOD             USPSQD
 LX5404
 LX5404                          STATION DESCRIPTION
 LX5404
 LX5404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5404'THE HOUSE OF MRS. R.H. MELCER IS ON TOP OF THE LARGE HILL
 LX5404'SOUTHWESTERLY OF MANETUCK HILL AND NORTHWESTERLY OF THE CENTER OF
 LX5404'WATERFORD AND ON THE W SIDE OF THE ROAD ALONG THE CREST OF THE
 LX5404'HILL.  THE TWO-STORY HOUSE IS MADE OF FIELD STONE WITH A GREEN
 LX5404'SLATE ROOF.  THERE ARE DORMER WINDOWS IN THE E-W SIDES OF THE
 LX5404'HOUSE.  AT THE N END OF THE HOUSE IS AN ADDITION MUCH LOWER THAN
 LX5404'THE HOUSE.  N OF THE ADDITION IS STILL ANOTHER ADDITION
 LX5404'MUCH LOWER THAN THE FIRST WITH A SMALL CHIMNEY AT THE N END.
 LX5404'THERE ARE THREE CHIMNEYS OF EQUAL SIZE AND HEIGHT, ONE AT
 LX5404'THE S END, ANOTHER AT THE N END AND THE THIRD AT THE N END OF THE
 LX5404'FIRST ADDITION TO THE HOUSE.  ALL THREE CHIMNEYS ARE MADE OF
 LX5404'FIELD STONE.  THE STATION IS THE CENTER LINE OF THE CHIMNEY AT
 LX5404'THE N END OF THE FIRST ADDITION.  HEIGHT ABOUT 40 FEET.
 LX5404
 LX5404                          STATION RECOVERY (1954)
 LX5404
 LX5404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5404'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LX5404'ADEQUATE AND COMPLETE.
 LX5404
 LX5404                          STATION RECOVERY (1984)
 LX5404
 LX5404'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5404'MELCER, S CHIMNEY RECOVERED AS DESCRIBED.
 LX5404'
 LX5404'PROPERTY NOW OWNED BY A MR. FRANK MARX MD. 58 GALLUP LANE
 LX5404'WATERFORD CT.
 LX5404
 LX5404                          STATION RECOVERY (1990)
 LX5404
 LX5404'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4774 ***********************************************************************
 LX4774  DESIGNATION -  MELL
 LX4774  PID         -  LX4774
 LX4774  STATE/COUNTY-  CT/NEW LONDON
 LX4774  USGS QUAD   -  NORWICH (1983)
 LX4774
 LX4774                         *CURRENT SURVEY CONTROL
 LX4774  ___________________________________________________________________
 LX4774* NAD 83(1996)-  41 35 05.90130(N)    072 00 45.26406(W)     ADJUSTED  
 LX4774* NAVD 88     -        88.6    (meters)     291.     (feet)  VERTCON   
 LX4774  ___________________________________________________________________
 LX4774  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LX4774  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX4774
 LX4774  HORZ ORDER  -  FIRST
 LX4774
 LX4774.The horizontal coordinates were established by classical geodetic methods
 LX4774.and adjusted by the National Geodetic Survey in August 1998..
 LX4774
 LX4774.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4774
 LX4774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4774
 LX4774.The geoid height was determined by GEOID03.
 LX4774
 LX4774;                    North         East     Units Scale Factor Converg.
 LX4774;SPC CT       -   236,138.717   366,290.599   MT  0.99998354   +0 29 20.2
 LX4774;SPC CT       -   774,731.77  1,201,738.41   sFT  0.99998354   +0 29 20.2
 LX4774;UTM  18      - 4,608,009.009   749,026.319   MT  1.00036322   +1 59 01.9
 LX4774;UTM  19      - 4,608,081.933   248,877.267   MT  1.00037613   -2 00 02.1
 LX4774
 LX4774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4774!SPC CT       -   0.99999084  x   0.99998354  =   0.99997438
 LX4774!UTM  18      -   0.99999084  x   1.00036322  =   1.00035405
 LX4774!UTM  19      -   0.99999084  x   1.00037613  =   1.00036696
 LX4774
 LX4774:                Primary Azimuth Mark                     Grid Az
 LX4774:SPC CT       -  LISBON RM 3                              000 07 56.9
 LX4774:UTM  18      -  LISBON RM 3                              358 38 15.2
 LX4774:UTM  19      -  LISBON RM 3                              002 37 19.2
 LX4774
 LX4774|---------------------------------------------------------------------|
 LX4774| PID    Reference Object                     Distance      Geod. Az  |
 LX4774|                                                           dddmmss.s |
 LX4774| LX4723 LISBON RM 3                         APPROX. 5.4 KM 0003717.1 |
 LX4774| CZ6787 MELL RM 1                            18.160 METERS 11449     |
 LX4774| LW3590 VORTAC NORWICH ORW                  APPROX. 3.4 KM 1604738.1 |
 LX4774| CZ6789 MELL RM 3                            79.672 METERS 17557     |
 LX4774| CZ6788 MELL RM 2                            32.086 METERS 19808     |
 LX4774| LX4776 NORWICH WICH MAST                   APPROX. 6.4 KM 2355113.5 |
 LX4774| LX4780 NORWICH STANDPIPE                   APPROX. 7.7 KM 2663140.0 |
 LX4774| LX4778 NORWICH RAD KCG 289 MAST            APPROX. 7.6 KM 2773208.6 |
 LX4774|---------------------------------------------------------------------|
 LX4774
 LX4774                          SUPERSEDED SURVEY CONTROL
 LX4774
 LX4774  NAD 83(1992)-  41 35 05.90032(N)    072 00 45.26345(W) AD(       ) 1
 LX4774  NAD 83(1986)-  41 35 05.90076(N)    072 00 45.26472(W) AD(       ) 1
 LX4774  NAD 27      -  41 35 05.54565(N)    072 00 46.99128(W) AD(       ) 1
 LX4774  NGVD 29 (07/19/86)   88.9    (m)          292.     (f) VERT ANG       
 LX4774
 LX4774.Superseded values are not recommended for survey control.
 LX4774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4774.See file dsdata.txt to determine how the superseded data were derived.
 LX4774
 LX4774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4902608009(NAD 83)
 LX4774_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4774+STABILITY: SURFACE MOTION
 LX4774
 LX4774  HISTORY     - Date     Condition        Report By
 LX4774  HISTORY     - 1975     MONUMENTED       NGS
 LX4774
 LX4774                          STATION DESCRIPTION
 LX4774
 LX4774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4774'STATION IS ABOUT 5 MILES NORTHEAST OF NORWICH, 2 MILES SOUTHWEST
 LX4774'OF JEWETT CITY, 1-1/2 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF
 LX4774'STATE HIGHWAYS 138 AND 169 IN NEWENT, 1/2 MILE SOUTH OF STATE
 LX4774'HIGHWAY 52, JUST EAST OF MELL ROAD AND ON PROPERTY OWNED BY
 LX4774'MRS. CECILIA L. MELL, RFD NUMBER 2, LISBON, CONNECTICUT.  PHONE
 LX4774'NUMBER 376-4934.
 LX4774'
 LX4774'TO REACH THE STATION FROM THE LISBON TOWN OFFICES AND THE JUNCTION
 LX4774'OF STATE HIGHWAYS 138 AND 169 IN NEWENT, GO SOUTH ON HIGHWAY 169
 LX4774'FOR 0.85 MILE TO THE JUNCTION OF MELL ROAD ON THE LEFT.  TURN
 LX4774'LEFT, THEN BEAR RIGHT AND GO SOUTH ON MELL ROAD FOR 0.3 MILE TO
 LX4774'WHERE MELL ROAD TURNS LEFT AND AMES ROAD CONTINUES SOUTH.  TURN
 LX4774'LEFT AND GO SOUTHEAST ON MELL ROAD FOR 0.4 MILE TO A ROCK FENCE
 LX4774'CORNER ON THE LEFT AND A GAP IN THE ROCK FENCE JUST BEFORE
 LX4774'REACHING A CURVE TO THE RIGHT IN MELL ROAD.  TURN LEFT, THROUGH
 LX4774'THE GAP IN THE ROCK FENCE AND GO NORTHEAST ALONG THE NORTH SIDE
 LX4774'OF A ROCK FENCE FOR 0.05 TO REFERENCE MARK 3 ON THE RIGHT AS
 LX4774'DESCRIBED.  TURN LEFT AND GO NORTH ACROSS PASTURE FOR 0.05 MILE TO
 LX4774'THE STATION AS DESCRIBED.
 LX4774'
 LX4774'STATION MARK, STAMPED MELL 1975, IS A STANDARD DISK SET IN A
 LX4774'ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT IS 332
 LX4774'FEET EAST OF CENTER OF MELL ROAD, 179 FEET WEST OF A ROCK FENCE,
 LX4774'112 FEET SOUTH OF A ROCK FENCE, 61 FEET SOUTHEAST OF A 5 TRUNKED
 LX4774'TREE AND 5 FEET SOUTH OF A METAL WITNESS POST.  THERE IS NO
 LX4774'UNDERGROUND MARK.
 LX4774'
 LX4774'REFERENCE MARK 1, STAMPED MELL NO 1 1975, IS A STANDARD DISK
 LX4774'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS ABOUT 2 BY 3
 LX4774'FEET IN SIZE AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 LX4774'SURFACE.  IT IS 160 FEET SOUTH OF A ROCK FENCE, 158.5 FEET NORTH
 LX4774'OF THE NORTHWEST CORNER OF A SHED, 130 FEET WEST OF A ROCK FENCE
 LX4774'AND 63.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX4774'
 LX4774'REFERENCE MARK 2, STAMPED MELL NO 2 1975, IS A STANDARD DISK
 LX4774'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS ABOUT 3 BY 5
 LX4774'FEET IN SIZE AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 237 FEET
 LX4774'WEST OF A ROCK FENCE, 236 FEET EAST OF CENTER OF MELL ROAD AND
 LX4774'183 FEET NORTH OF A ROCK FENCE.
 LX4774'
 LX4774'REFERENCE MARK 3, STAMPED MELL NO 3 1975, IS A STANDARD DISK
 LX4774'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS ABOUT 3 BY 4
 LX4774'FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND
 LX4774'SURFACE.  IT IS 161 FEET EAST OF MELL ROAD, 99.5 FEET WEST OF THE
 LX4774'SOUTHWEST CORNER OF A SHED, 14 FEET NORTH OF A ROCK FENCE AND
 LX4774'13.1 FEET NORTH OF A METAL WITNESS POST.
 LX4774'
 LX4774'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5868 ***********************************************************************
 LX5868  DESIGNATION -  MENUNKETESUCK 2
 LX5868  PID         -  LX5868
 LX5868  STATE/COUNTY-  CT/MIDDLESEX
 LX5868  USGS QUAD   -  ESSEX (1977)
 LX5868
 LX5868                         *CURRENT SURVEY CONTROL
 LX5868  ___________________________________________________________________
 LX5868* NAD 83(1996)-  41 15 46.93976(N)    072 27 50.34239(W)     ADJUSTED  
 LX5868* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX5868  ___________________________________________________________________
 LX5868  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX5868  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5868
 LX5868  HORZ ORDER  -  SECOND
 LX5868
 LX5868.The horizontal coordinates were established by classical geodetic methods
 LX5868.and adjusted by the National Geodetic Survey in August 1998..
 LX5868
 LX5868.The orthometric height was scaled from a topographic map.
 LX5868
 LX5868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5868
 LX5868.The geoid height was determined by GEOID03.
 LX5868
 LX5868;                    North         East     Units Scale Factor Converg.
 LX5868;SPC CT       -   200,161.853   328,768.515   MT  0.99999423   +0 11 22.7
 LX5868;SPC CT       -   656,697.68  1,078,634.70   sFT  0.99999423   +0 11 22.7
 LX5868;SPC NY L     -   122,880.470   428,713.938   MT  1.00002083   +1 00 16.9
 LX5868;SPC NY L     -   403,150.34  1,406,538.98   sFT  1.00002083   +1 00 16.9
 LX5868;UTM  18      - 4,571,059.361   712,441.812   MT  1.00015547   +1 40 23.4
 LX5868
 LX5868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5868!SPC CT       -   1.00000404  x   0.99999423  =   0.99999827
 LX5868!SPC NY L     -   1.00000404  x   1.00002083  =   1.00002487
 LX5868!UTM  18      -   1.00000404  x   1.00015547  =   1.00015951
 LX5868
 LX5868:                Primary Azimuth Mark                     Grid Az
 LX5868:SPC CT       -  SEAVIEW HOTEL                            008 43 15.8
 LX5868:SPC NY L     -  SEAVIEW HOTEL                            007 54 21.6
 LX5868:UTM  18      -  SEAVIEW HOTEL                            007 14 15.1
 LX5868
 LX5868|---------------------------------------------------------------------|
 LX5868| PID    Reference Object                     Distance      Geod. Az  |
 LX5868|                                                           dddmmss.s |
 LX5868| LX5869 SEAVIEW HOTEL                       APPROX. 1.4 KM 0085438.5 |
 LX5868| LX5890 KNOTHES TANK                        APPROX. 3.2 KM 0282849.4 |
 LX5868| LX5883 FISKES FLAGPOLE                     APPROX. 2.2 KM 0352126.0 |
 LX5868| LX5889 YE CASTLE INN TURRET                APPROX. 6.4 KM 0910629.2 |
 LX5868| CZ6791 MENUNKETESUCK 2 RM 2                  5.820 METERS 12015     |
 LX5868| LX5874 LIBBY                               APPROX. 1.2 KM 2335812.8 |
 LX5868| LX5871 HAMMOCK RESAURANT SIGN              APPROX. 1.6 KM 3350907.3 |
 LX5868| CZ6790 MENUNKETESUCK 2 RM 1                 28.180 METERS 35106     |
 LX5868|---------------------------------------------------------------------|
 LX5868
 LX5868                          SUPERSEDED SURVEY CONTROL
 LX5868
 LX5868  NAD 83(1992)-  41 15 46.93883(N)    072 27 50.34213(W) AD(       ) 2
 LX5868  NAD 83(1986)-  41 15 46.94089(N)    072 27 50.34558(W) AD(       ) 2
 LX5868  NAD 27      -  41 15 46.58000(N)    072 27 52.01700(W) AD(       ) 2
 LX5868
 LX5868.Superseded values are not recommended for survey control.
 LX5868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5868.See file dsdata.txt to determine how the superseded data were derived.
 LX5868
 LX5868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1244271059(NAD 83)
 LX5868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5868_SETTING: 66 = SET IN ROCK OUTCROP
 LX5868_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5868+STABILITY: POSITION/ELEVATION WELL
 LX5868
 LX5868  HISTORY     - Date     Condition        Report By
 LX5868  HISTORY     - 1934     MONUMENTED       CGS
 LX5868  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5868  HISTORY     - 19970407 MARK NOT FOUND   USPSQD
 LX5868
 LX5868                          STATION DESCRIPTION
 LX5868
 LX5868'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5868'MENUNKETESUCK POINT IS A SAND SPIT PROJECTING ABOUT 1/4 MILE S
 LX5868'OF THE MOUTH OF THE COMBINED MENUNKETESUCK AND PATCHOGUE
 LX5868'RIVERS.  THE SOUTHERLY PART OF THE POINT IS CUT-OFF FROM THE
 LX5868'MAINLAND ABOUT 4 HOURS AFTER LOW WATER.  THE STATION IS ABOUT
 LX5868'10 FEET ABOVE HIGH WATER ON A FLAT AREA WHICH COMPRISES ALL THE
 LX5868'LAND ABOVE HIGH WATER.  THE POINT IS ABOUT 50 FEET WIDE AT THE
 LX5868'STATION.  THE MARK IS MIDWAY OF THE POINT E AND W AND ABOUT 300
 LX5868'FEET FROM THE S TIP.
 LX5868'
 LX5868'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5868'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX5868'NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN
 LX5868'A BOULDER AS DESCRIBED IN NOTES 12C.
 LX5868'
 LX5868'REFERENCE MARK NO.1 BEARS N 5 DEG E (MAGNETIC).  REFERENCE
 LX5868'MARK NO.2 BEARS S 50 DEG E (MAGNETIC).
 LX5868'
 LX5868'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5868
 LX5868                          STATION RECOVERY (1960)
 LX5868
 LX5868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5868'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 LX5868'AS DESCRIBED.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS
 LX5868'COMPLETE AND ADEQUATE.
 LX5868
 LX5868                          STATION RECOVERY (1997)
 LX5868
 LX5868'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5868'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7177 ***********************************************************************
 LX7177  DESIGNATION -  MERIDEN FIRST BAP CH SPIRE
 LX7177  PID         -  LX7177
 LX7177  STATE/COUNTY-  CT/NEW HAVEN
 LX7177  USGS QUAD   -  MERIDEN (1992)
 LX7177
 LX7177                         *CURRENT SURVEY CONTROL
 LX7177  ___________________________________________________________________
 LX7177* NAD 83(1996)-  41 31 58.84796(N)    072 47 35.81653(W)     ADJUSTED  
 LX7177* NAVD 88     -                                                        
 LX7177  ___________________________________________________________________
 LX7177  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX7177  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX7177
 LX7177  HORZ ORDER  -  THIRD
 LX7177
 LX7177.The horizontal coordinates were established by classical geodetic methods
 LX7177.and adjusted by the National Geodetic Survey in August 1998..
 LX7177
 LX7177
 LX7177.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7177
 LX7177.The geoid height was determined by GEOID03.
 LX7177
 LX7177;                    North         East     Units Scale Factor Converg.
 LX7177;SPC CT       -   230,106.500   301,188.595   MT  0.99998314   -0 01 43.3
 LX7177;SPC CT       -   754,941.08    988,149.58   sFT  0.99998314   -0 01 43.3
 LX7177;UTM  18      - 4,600,280.536   684,090.782   MT  1.00001707   +1 27 48.9
 LX7177
 LX7177                          SUPERSEDED SURVEY CONTROL
 LX7177
 LX7177  NAD 83(1992)-  41 31 58.84715(N)    072 47 35.81657(W) AD(       ) 4
 LX7177  NAD 83(1986)-  41 31 58.84929(N)    072 47 35.81862(W) AD(       ) 4
 LX7177  NAD 27      -  41 31 58.49293(N)    072 47 37.45492(W) AD(       ) 3
 LX7177
 LX7177.Superseded values are not recommended for survey control.
 LX7177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7177.See file dsdata.txt to determine how the superseded data were derived.
 LX7177
 LX7177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8409100281(NAD 83)
 LX7177_MARKER: 89 = SPIRE
 LX7177
 LX7177  HISTORY     - Date     Condition        Report By
 LX7177  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7177
 LX7177                          STATION DESCRIPTION
 LX7177
 LX7177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7177'THE STATION, IS THE BASE OF THE WEATHER VANE OF THE WHITE,
 LX7177'THIN TAPERED, MERIDEN FIRST BAPTIST CHURCH SPIRE, WHICH
 LX7177'IS ABOUT 45.7 METERS (150 FT) HIGH.
 LX7177'
 LX7177'THE STATION IS LOCATED 0.4 KM (0.25 MI) SOUTHEAST OF
 LX7177'CITY HALL, ABOUT 100 METERS (328 FT) SOUTH OF THE JUNCTION
 LX7177'OF BROAD AND EAST MAIN STREETS, ON THE WEST SIDE OF
 LX7177'BROAD STREET.
 LX7177'OWNERSHIP--MERIDEN FIRST BAPTIST CHURCH, MERIDEN CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7170 ***********************************************************************
 LX7170  DESIGNATION -  MERIDEN MICROWAVE TOWER
 LX7170  PID         -  LX7170
 LX7170  STATE/COUNTY-  CT/NEW HAVEN
 LX7170  USGS QUAD   -  MERIDEN (1992)
 LX7170
 LX7170                         *CURRENT SURVEY CONTROL
 LX7170  ___________________________________________________________________
 LX7170* NAD 83(1996)-  41 33 40.13655(N)    072 50 38.91505(W)     ADJUSTED  
 LX7170* NAVD 88     -                                                        
 LX7170  ___________________________________________________________________
 LX7170  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LX7170  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX7170
 LX7170  HORZ ORDER  -  THIRD
 LX7170
 LX7170.The horizontal coordinates were established by classical geodetic methods
 LX7170.and adjusted by the National Geodetic Survey in August 1998..
 LX7170
 LX7170
 LX7170.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7170
 LX7170.The geoid height was determined by GEOID03.
 LX7170
 LX7170;                    North         East     Units Scale Factor Converg.
 LX7170;SPC CT       -   233,234.700   296,947.556   MT  0.99998326   -0 03 44.7
 LX7170;SPC CT       -   765,204.18    974,235.44   sFT  0.99998326   -0 03 44.7
 LX7170;UTM  18      - 4,603,297.273   679,769.592   MT  0.99999771   +1 25 50.2
 LX7170
 LX7170                          SUPERSEDED SURVEY CONTROL
 LX7170
 LX7170  NAD 83(1992)-  41 33 40.13569(N)    072 50 38.91505(W) AD(       ) 4
 LX7170  NAD 83(1986)-  41 33 40.13789(N)    072 50 38.91709(W) AD(       ) 4
 LX7170  NAD 27      -  41 33 39.77383(N)    072 50 40.54092(W) AD(       ) 3
 LX7170
 LX7170.Superseded values are not recommended for survey control.
 LX7170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7170.See file dsdata.txt to determine how the superseded data were derived.
 LX7170
 LX7170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7977003297(NAD 83)
 LX7170_MARKER: Z = SEE DESCRIPTION
 LX7170_SETTING: 0 = UNSPECIFIED SETTING
 LX7170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7170
 LX7170  HISTORY     - Date     Condition        Report By
 LX7170  HISTORY     - 1976     MONUMENTED       NGS
 LX7170  HISTORY     - 1981     GOOD             NGS
 LX7170
 LX7170                          STATION DESCRIPTION
 LX7170
 LX7170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX7170'THE STATION IS THE LIGHT ATOP THE MERIDEN SOUTHERN NEW
 LX7170'ENGLAND TELEPHONE COMPANY, LOCATED ABOUT 3 MILES NORTHWEST OF
 LX7170'MERIDEN, ON THE HIGHEST POINT OF WEST PEAK, IN THE WEST PEAK
 LX7170'STATE PARK.  THE MICROWAVE IS A FOUR LEGGED STEEL STRUCTURE
 LX7170'PAINTED RED AND WHITE, HAS A SQUARE PLATFORM AT THE TOP AND
 LX7170'HAS AN OVERALL HEIGHT OF 150 FEET.
 LX7170'
 LX7170'TO REACH THE STATION FROM THE INTERSECTION OF CHAMBERLAIN
 LX7170'HIGHWAY AND RESERVOIR AVENUE IN MERIDEN, GO WEST ON RESERVOIR
 LX7170'AVENUE TO THE A PARK ENTRANCE (THIS IS THE SOUTH ENTRANCE TO
 LX7170'WEST PEAK STATE PARK).  TURN RIGHT, PASSING UNDER STATE
 LX7170'HIGHWAY 66 AND GO NORTHERLY ON PARK ROAD FOR 1.4 MILES TO A
 LX7170'FORK.  BEAR LEFT ON A PAVED ROAD AND GO NORTHERLY AND WESTERLY
 LX7170'FOR 1.4 MILES TO A FORK.  BEAR RIGHT AND GO WESTERLY ON A
 LX7170'PAVED ROAD FOR 0.4 MILE TO THE END OF PAVEMENT AND THE STATION
 LX7170'ON THE RIGHT.
 LX7170
 LX7170                          STATION RECOVERY (1981)
 LX7170
 LX7170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7170'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE7815 ***********************************************************************
 DE7815  DESIGNATION -  MERIDEN RESET
 DE7815  PID         -  DE7815
 DE7815  STATE/COUNTY-  CT/NEW HAVEN
 DE7815  USGS QUAD   -  MERIDEN (1992)
 DE7815
 DE7815                         *CURRENT SURVEY CONTROL
 DE7815  ___________________________________________________________________
 DE7815* NAD 83(1996)-  41 30 40.58489(N)    072 49 43.84512(W)     ADJUSTED  
 DE7815* NAVD 88     -        30.2    (meters)      99.     (feet)  GPS OBS   
 DE7815  ___________________________________________________________________
 DE7815  X           -   1,412,115.053 (meters)                     COMP
 DE7815  Y           -  -4,569,950.182 (meters)                     COMP
 DE7815  Z           -   4,205,110.463 (meters)                     COMP
 DE7815  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DE7815  ELLIP HEIGHT-           0.80  (meters)          (09/18/02) GPS OBS
 DE7815  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DE7815
 DE7815  HORZ ORDER  -  A
 DE7815  ELLP ORDER  -  FOURTH    CLASS II
 DE7815
 DE7815.The horizontal coordinates were established by GPS observations
 DE7815.and adjusted by the National Geodetic Survey in September 2002..
 DE7815
 DE7815.The orthometric height was determined by GPS observations and a
 DE7815.high-resolution geoid model.
 DE7815
 DE7815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7815
 DE7815.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7815
 DE7815.The ellipsoidal height was determined by GPS observations
 DE7815.and is referenced to NAD 83.
 DE7815
 DE7815.The geoid height was determined by GEOID03.
 DE7815
 DE7815;                    North         East     Units Scale Factor Converg.
 DE7815;SPC CT       -   227,694.136   298,218.535   MT  0.99998322   -0 03 08.2
 DE7815;SPC CT       -   747,026.51    978,405.31   sFT  0.99998322   -0 03 08.2
 DE7815;UTM  18      - 4,597,791.591   681,184.460   MT  1.00000400   +1 26 21.7
 DE7815
 DE7815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7815!SPC CT       -   0.99999987  x   0.99998322  =   0.99998309
 DE7815!UTM  18      -   0.99999987  x   1.00000400  =   1.00000387
 DE7815
 DE7815                          SUPERSEDED SURVEY CONTROL
 DE7815
 DE7815.No superseded survey control is available for this station.
 DE7815
 DE7815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8118497792(NAD 83)
 DE7815_MARKER: DD = SURVEY DISK
 DE7815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7815_STAMPING: MERIDEN RESET 1997
 DE7815_MARK LOGO: CTGS  
 DE7815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7815+STABILITY: SURFACE MOTION
 DE7815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7815+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2001
 DE7815
 DE7815  HISTORY     - Date     Condition        Report By
 DE7815  HISTORY     - 1997     MONUMENTED       CTGS
 DE7815  HISTORY     - 20010719 GOOD             CTGS
 DE7815
 DE7815                          STATION DESCRIPTION
 DE7815
 DE7815'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 2001 (RB)
 DE7815'STATION WAS RESET FROM UNDERGROUND MARK OF MERIDEN 1973.
 DE7815' 
 DE7815'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTHWEST OF MERIDEN, 5.6 KM
 DE7815'(3.45 MI) WEST OF INTERSTATE 91, 4 KM (2.50 MI) SOUTH OF INTERSTATE
 DE7815'691 AND AT THE MERIDEN MARKHAM AIRPORT.  OWNERSHIP--CITY OF MERIDEN,
 DE7815'CONTACT FRANK CALLAGER OR ROBERT CARLSON, 213 EVANSVILLE ROAD,
 DE7815'MERIDEN CT 06450, PHONE-203-238-4400.  NOTE-CALL IN ADVANCE TO HAVE
 DE7815'NEARBY AIRPLANE MOVED TO ALTERNATE LOCATION.
 DE7815' 
 DE7815'TO REACH THE STATION FROM THE INTERSECTION OF U.S.INTERSTATE HIGHWAY
 DE7815'91 AND STATE ROUTE 68 (EXIT 15), JUST SOUTH OF MERIDEN, GO WEST ALONG
 DE7815'ROUTE 68 FOR 4.7 KM (2.90 MI) TO STATE ROUTE 150.  CONTINUE WEST 0.5
 DE7815'KM (0.30 MI) ON ROUTE 68 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 DE7815'NORTH 1 KM (0.60 MI) ON HANOVER ROAD TO A STOP SIGN.  CONTINUE AHEAD
 DE7815'NORTH 1.6 KM (1.00 MI) ON HANOVER ROAD TO A CURVE IN ROAD AND A GATE
 DE7815'JUST NORTH OF A AIRCRAFT HANGAR ON THE LEFT.  TURN LEFT THROUGH GATE
 DE7815'AND GO WEST, THEN SOUTH, THEN EAST 0.16 KM (0.10 MI) ON TAXIWAY TO
 DE7815'THE STATION STRAIGHT AHEAD IN GRASS, 26.8 M (87.9 FT) NORTH OF A
 DE7815'POWERLINE POLE, 22.9 M
 DE7815'(75.1 FT) SOUTHWEST OF A METAL WITNESS POST AND FENCE LINE AND 18.6 M
 DE7815'(61.0 FT) SOUTHEAST
 DE7815'OF THE SOUTHEAST CORNER OF HANGAR.
 DE7815' 
 DE7815'THE AZIMUTH MARK, RM 2, WAS RECOVERED AND USED TO POSITION 3 NEW
 DE7815'REFERENCE BOLTS,
 DE7815'BRASS BOLTS SET IN DRILL HOLES. THEY ARE INTENDED TO BE DESCRIBED
 DE7815'SEPARATELY.
 DE7815'INFORMATION ON THESE MARKS IS ALSO AVAILABLE FROM THE CONNECTICUT
 DE7815'GEODETIC SURVEY.
 DE7815' 
 DE7815'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7166 ***********************************************************************
 LX7166  DESIGNATION -  MERIDEN RM 1
 LX7166  PID         -  LX7166
 LX7166  STATE/COUNTY-  CT/NEW HAVEN
 LX7166  USGS QUAD   -  MERIDEN (1992)
 LX7166
 LX7166                         *CURRENT SURVEY CONTROL
 LX7166  ___________________________________________________________________
 LX7166* NAD 83(1996)-  41 30 41.16658(N)    072 49 43.33508(W)     ADJUSTED  
 LX7166* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 LX7166  ___________________________________________________________________
 LX7166  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 LX7166  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7166
 LX7166  HORZ ORDER  -  FIRST
 LX7166
 LX7166.This mark is at Meriden Markham Mun Airport (MMK)
 LX7166
 LX7166.The horizontal coordinates were established by classical geodetic methods
 LX7166.and adjusted by the National Geodetic Survey in August 1998..
 LX7166
 LX7166.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7166
 LX7166.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7166
 LX7166.The geoid height was determined by GEOID03.
 LX7166
 LX7166;                    North         East     Units Scale Factor Converg.
 LX7166;SPC CT       -   227,712.071   298,230.379   MT  0.99998322   -0 03 07.9
 LX7166;SPC CT       -   747,085.35    978,444.17   sFT  0.99998322   -0 03 07.9
 LX7166;UTM  18      - 4,597,809.829   681,195.833   MT  1.00000405   +1 26 22.1
 LX7166
 LX7166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7166!SPC CT       -   0.99999986  x   0.99998322  =   0.99998308
 LX7166!UTM  18      -   0.99999986  x   1.00000405  =   1.00000391
 LX7166
 LX7166|---------------------------------------------------------------------|
 LX7166| PID    Reference Object                     Distance      Geod. Az  |
 LX7166|                                                           dddmmss.s |
 LX7166| LX2440 MERIDEN                              21.496 METERS 21321     |
 LX7166| LX7162 WEST PEAK                           APPROX. 5.8 KM 3471106.1 |
 LX7166|---------------------------------------------------------------------|
 LX7166
 LX7166                          SUPERSEDED SURVEY CONTROL
 LX7166
 LX7166  NAD 83(1992)-  41 30 41.16519(N)    072 49 43.33390(W) AD(       ) 1
 LX7166  NAD 83(1986)-  41 30 41.16656(N)    072 49 43.33932(W) AD(       ) 1
 LX7166  NAD 27      -  41 30 40.80858(N)    072 49 44.98896(W) AD(       ) 2
 LX7166  NGVD 29 (02/23/89)   30.6    (m)          100.     (f) VERT ANG       
 LX7166
 LX7166.Superseded values are not recommended for survey control.
 LX7166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7166.See file dsdata.txt to determine how the superseded data were derived.
 LX7166
 LX7166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8119697810(NAD 83)
 LX7166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7166_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7166+STABILITY: SURFACE MOTION
 LX7166
 LX7166  HISTORY     - Date     Condition        Report By
 LX7166  HISTORY     - 1973     MONUMENTED       NGS
 LX7166  HISTORY     - 1985     GOOD             NGS
 LX7166  HISTORY     - 1991     POOR             USPSQD
 LX7166
 LX7166                          STATION DESCRIPTION
 LX7166
 LX7166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX7166'STATION MARK, A STANDARD DISK STAMPED MERIDEN NO 1 1973, IS SET IN
 LX7166'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 LX7166'WITH THE GROUND SURFACE.  IT IS 88 FEET EAST OF THE SOUTHEAST
 LX7166'CORNER OF THE HANGAR AND 4.5 FEET SOUTHWEST OF THE METAL WITNESS
 LX7166'POST AND FENCE.
 LX7166
 LX7166                          STATION RECOVERY (1985)
 LX7166
 LX7166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX7166'THE STATION WAS RECOVERED AT THIS DATE.
 LX7166'THE DISTANCE TO MERIDEN 1973 COMPARED WITH THE 1973 DATA.
 LX7166'
 LX7166'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 LX7166'SOUTHWEST OF MERIDEN, 1.2 KM (0.75 MI) WEST OF THE JUNCTION OF
 LX7166'STATE HIGHWAYS 71 AND 70, 0.8 KM (0.5 MI) SOUTH OF THE CENTER OF
 LX7166'SOUTH MERIDEN AND ON THE MERIDEN-MARKHAM AIRPORT.
 LX7166'OWNERSHIP--STATE OF CONNECTICUT, MR HAL SCHNERR, MERIDEN MUNICIPAL
 LX7166'AIRPORT, MERIDEN CT 06450, PHONE 203-235-3383. CONTACT ABOVE
 LX7166'BEFORE ENTERING THE AIRPORT.
 LX7166'
 LX7166'TO REACH THE STATION FROM THE ADMINSTRATION BUILDING AT THE
 LX7166'MERIDEN-MARKHAM AIRPORT, GO SOUTHERLY ON EVANVILLE AVENUE FOR 0.2
 LX7166'KM (0.1 MI) TO THE SOUTH SIDE OF A GREEN HANGAR AND STATION.
 LX7166'
 LX7166'THE STATION IS A STANDARD NGS DISK
 LX7166'STAMPED---MERIDEN NO 1 1973---,
 LX7166'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7166'30 CM IN DIAMETER RECESSED 1 CM BELOW GROUND.  LOCATED
 LX7166'25.1 METERS (82.5 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER THE
 LX7166'AIRPORT HANGAR,
 LX7166'14.9 METERS (49 FT) NORTH-NORTHWEST FROM A CURVE IN THE FENCE AND
 LX7166'1.4 METERS (4.6 FT) WEST-SOUTHWEST FROM A METAL WITNESS IN FENCE
 LX7166'LINE.
 LX7166'
 LX7166'DESCRIBED BY J. N. LEONHARDT.
 LX7166
 LX7166                          STATION RECOVERY (1991)
 LX7166
 LX7166'RECOVERY NOTE BY US POWER SQUADRON 1991 (RB)
 LX7166'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2439 ***********************************************************************
 LX2439  DESIGNATION -  MERIDEN RM 2 AZIMUTH
 LX2439  PID         -  LX2439
 LX2439  STATE/COUNTY-  CT/NEW HAVEN
 LX2439  USGS QUAD   -  MERIDEN (1992)
 LX2439
 LX2439                         *CURRENT SURVEY CONTROL
 LX2439  ___________________________________________________________________
 LX2439* NAD 83(1996)-  41 30 18.85287(N)    072 49 34.52495(W)     ADJUSTED  
 LX2439* NAVD 88     -        28.559  (meters)      93.70   (feet)  ADJUSTED  
 LX2439  ___________________________________________________________________
 LX2439  X           -   1,412,452.382 (meters)                     COMP
 LX2439  Y           -  -4,570,309.715 (meters)                     COMP
 LX2439  Z           -   4,204,607.299 (meters)                     COMP
 LX2439  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LX2439  ELLIP HEIGHT-          -0.84  (meters)          (06/04/02) GPS OBS
 LX2439  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2439  DYNAMIC HT  -          28.550 (meters)      93.67  (feet)  COMP
 LX2439  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 LX2439
 LX2439  HORZ ORDER  -  FIRST
 LX2439  VERT ORDER  -  FIRST     CLASS II
 LX2439  ELLP ORDER  -  FOURTH    CLASS I
 LX2439
 LX2439.This mark is at Meriden Markham Mun Airport (MMK)
 LX2439
 LX2439.The horizontal coordinates were established by GPS observations
 LX2439.and adjusted by the National Geodetic Survey in May 2000..
 LX2439
 LX2439.The orthometric height was determined by differential leveling
 LX2439.and adjusted by the National Geodetic Survey in June 1991..
 LX2439
 LX2439.Photographs are available for this station.
 LX2439
 LX2439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2439
 LX2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2439
 LX2439.The ellipsoidal height was determined by GPS observations
 LX2439.and is referenced to NAD 83.
 LX2439
 LX2439.The geoid height was determined by GEOID03.
 LX2439
 LX2439.The dynamic height is computed by dividing the NAVD 88
 LX2439.geopotential number by the normal gravity value computed on the
 LX2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2439.degrees latitude (g = 980.6199 gals.).
 LX2439
 LX2439.The modeled gravity was interpolated from observed gravity values.
 LX2439
 LX2439;                    North         East     Units Scale Factor Converg.
 LX2439;SPC CT       -   227,023.498   298,434.068   MT  0.99998326   -0 03 02.0
 LX2439;SPC CT       -   744,826.26    979,112.44   sFT  0.99998326   -0 03 02.0
 LX2439;UTM  18      - 4,597,126.777   681,417.381   MT  1.00000504   +1 26 27.3
 LX2439
 LX2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2439!SPC CT       -   1.00000013  x   0.99998326  =   0.99998339
 LX2439!UTM  18      -   1.00000013  x   1.00000504  =   1.00000517
 LX2439
 LX2439                          SUPERSEDED SURVEY CONTROL
 LX2439
 LX2439  NAD 83(1996)-  41 30 18.85227(N)    072 49 34.52767(W) AD(       ) 2
 LX2439  NAD 83(1992)-  41 30 18.85093(N)    072 49 34.52627(W) AD(       ) 2
 LX2439  NAD 83(1986)-  41 30 18.85173(N)    072 49 34.53381(W) AD(       ) 2
 LX2439  NAD 27      -  41 30 18.49354(N)    072 49 36.18397(W) AD(       ) 2
 LX2439  NAVD 88 (05/22/00)   28.56   (m)           93.7    (f) LEVELING    3  
 LX2439  NGVD 29 (02/23/89)   28.9    (m)           95.     (f) VERT ANG       
 LX2439
 LX2439.Superseded values are not recommended for survey control.
 LX2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2439.See file dsdata.txt to determine how the superseded data were derived.
 LX2439
 LX2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8141797127(NAD 83)
 LX2439_MARKER: DR = REFERENCE MARK DISK
 LX2439_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2439_SP_SET: HEADWALL
 LX2439_STAMPING: MERIDEN NO 2 1973
 LX2439_MARK LOGO: NGS   
 LX2439_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2439+STABILITY: SURFACE MOTION
 LX2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2439+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1999
 LX2439
 LX2439  HISTORY     - Date     Condition        Report By
 LX2439  HISTORY     - 1973     MONUMENTED       NGS
 LX2439  HISTORY     - 1985     GOOD             NGS
 LX2439  HISTORY     - 19991206 GOOD             WOOLPT
 LX2439
 LX2439                          STATION DESCRIPTION
 LX2439
 LX2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (VDN)
 LX2439'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 LX2439'SOUTHWEST OF MERIDEN, 1.2 KM (0.75 MI) WEST OF THE JUNCTION OF
 LX2439'STATE HIGHWAYS 71 AND 70, 0.8 KM (0.5 MI) SOUTH OF THE CENTER OF
 LX2439'SOUTH MERIDEN.
 LX2439'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION, MR
 LX2439'EDWARD L SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY, WOLCOTT
 LX2439'HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX2439'
 LX2439'TO REACH THE STATION FROM THE ADMINSTRATION BUILDING AT THE
 LX2439'MERIDEN-MARKHAM AIRPORT, GO SOUTHERLY ON EVANVILLE AVENUE FOR 0.2
 LX2439'KM (0.1 MI) TO THE SOUTH SIDE OF A GREEN HANGAR. CONTINUE AHEAD FOR
 LX2439'0.8 KM (0.5 MI) TO THE STATION ON LEFT IN THE HEADWALL OF A BOX
 LX2439'CULVERT.
 LX2439'
 LX2439'THE STATION IS A STANDARD NGS DISK
 LX2439'STAMPED---MERIDEN NO 2 1973---,
 LX2439'SET INTO A DRILL HOLE IN THE NORTH CORNER OF BOX CULVERT. LOCATED
 LX2439'4.1 METERS (13.5 FT) EAST FROM THE CENTER LINE OF EVANVILLE AVENUE
 LX2439'AND
 LX2439'1.2 METERS (4.0 FT) NORTH FROM THE SOUTH END OF BOX CULVERT.
 LX2439'
 LX2439'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 LX2439'
 LX2439'AN EDM TIE WAS MADE TO STATION MERIDEN 1973.
 LX2439'
 LX2439'DESCRIBED BY J. N. LEONHARDT.
 LX2439
 LX2439                          STATION RECOVERY (1985)
 LX2439
 LX2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2439'1.7 KM (1.05 MI) SE FROM SOUTH MERIDEN.
 LX2439'1.7 KM (1.05 MI) SOUTHEAST ALONG EVANSVILLE AVENUE FROM THE JUNCTION
 LX2439'OF MAIN STREET IN SOUTH MERIDEN TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2439'NORTH END OF A STORM DRAIN HEADWALL, 4.17 METERS (13.7 FT) EAST OF THE
 LX2439'CENTERLINE OF EVANSVILLE AVENUE, 0.09 METER (0.3 FT) SOUTH OF THE
 LX2439'NORTH END OF THE HEADWALL.
 LX2439'THE MARK IS 0.40 METERS  W FROM  A WITNESS POST
 LX2439'THE MARK IS 0.24 M ABOVE AVENUE.
 LX2439
 LX2439                          STATION RECOVERY (1999)
 LX2439
 LX2439'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX2439'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7181 ***********************************************************************
 LX7181  DESIGNATION -  MERIDEN YOUTH CTR TANK
 LX7181  PID         -  LX7181
 LX7181  STATE/COUNTY-  CT/NEW HAVEN
 LX7181  USGS QUAD   -  MERIDEN (1992)
 LX7181
 LX7181                         *CURRENT SURVEY CONTROL
 LX7181  ___________________________________________________________________
 LX7181* NAD 83(1996)-  41 33 08.74295(N)    072 49 29.19193(W)     ADJUSTED  
 LX7181* NAVD 88     -                                                        
 LX7181  ___________________________________________________________________
 LX7181  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LX7181  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX7181
 LX7181  HORZ ORDER  -  THIRD
 LX7181
 LX7181.The horizontal coordinates were established by classical geodetic methods
 LX7181.and adjusted by the National Geodetic Survey in August 1998..
 LX7181
 LX7181
 LX7181.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7181
 LX7181.The geoid height was determined by GEOID03.
 LX7181
 LX7181;                    North         East     Units Scale Factor Converg.
 LX7181;SPC CT       -   232,264.604   298,562.283   MT  0.99998319   -0 02 58.5
 LX7181;SPC CT       -   762,021.45    979,533.09   sFT  0.99998319   -0 02 58.5
 LX7181;UTM  18      - 4,602,369.559   681,409.074   MT  1.00000500   +1 26 35.6
 LX7181
 LX7181                          SUPERSEDED SURVEY CONTROL
 LX7181
 LX7181  NAD 83(1992)-  41 33 08.74211(N)    072 49 29.19196(W) AD(       ) 4
 LX7181  NAD 83(1986)-  41 33 08.74432(N)    072 49 29.19406(W) AD(       ) 4
 LX7181  NAD 27      -  41 33 08.39002(N)    072 49 30.83161(W) AD(       ) 3
 LX7181
 LX7181.Superseded values are not recommended for survey control.
 LX7181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7181.See file dsdata.txt to determine how the superseded data were derived.
 LX7181
 LX7181_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8140902370(NAD 83)
 LX7181_MARKER: 53 = ELEVATED TANK
 LX7181
 LX7181  HISTORY     - Date     Condition        Report By
 LX7181  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7181  HISTORY     - 1991     GOOD             USPSQD
 LX7181
 LX7181                          STATION DESCRIPTION
 LX7181
 LX7181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7181'THE STATION, IS THE BALL ATOP THE CONICAL
 LX7181'ROOFED, CYLINDRICAL FOUR LEGGED, DULL BLACK,
 LX7181'MERIDEN ALTOBELLI CHILDREN AND YOUTH CENTER WATER TANK,
 LX7181'WHICH IS ABOUT 36.6 METERS (120 FT) HIGH.
 LX7181'
 LX7181'THE STATION IS LOCATED 2.8 (1.75 MI) NORTHWEST OF MERIDEN,
 LX7181'0.4 KM (0.25 MI) NORTH OF STATE HIGHWAY 66, ON THE SOUTH
 LX7181'SIDE OF A STEEP HILL, AND ON THE NORTH SIDE OF THE CENTERS
 LX7181'BUILDINGS.
 LX7181
 LX7181                          STATION RECOVERY (1991)
 LX7181
 LX7181'RECOVERY NOTE BY US POWER SQUADRON 1991 (RB)
 LX7181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5959 ***********************************************************************
 LX5959  DESIGNATION -  MERRY
 LX5959  PID         -  LX5959
 LX5959  STATE/COUNTY-  CT/NEW LONDON
 LX5959  USGS QUAD   -  DEEP RIVER (1971)
 LX5959
 LX5959                         *CURRENT SURVEY CONTROL
 LX5959  ___________________________________________________________________
 LX5959* NAD 83(1996)-  41 24 19.95574(N)    072 24 01.14038(W)     ADJUSTED  
 LX5959* NAVD 88     -        83.     (meters)     272.     (feet)  SCALED    
 LX5959  ___________________________________________________________________
 LX5959  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX5959  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX5959
 LX5959  HORZ ORDER  -  THIRD
 LX5959
 LX5959.The horizontal coordinates were established by classical geodetic methods
 LX5959.and adjusted by the National Geodetic Survey in August 1998..
 LX5959
 LX5959.The orthometric height was scaled from a topographic map.
 LX5959
 LX5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5959
 LX5959.The geoid height was determined by GEOID03.
 LX5959
 LX5959;                    North         East     Units Scale Factor Converg.
 LX5959;SPC CT       -   216,007.778   334,039.704   MT  0.99998563   +0 13 54.7
 LX5959;SPC CT       -   708,685.52  1,095,928.60   sFT  0.99998563   +0 13 54.7
 LX5959;UTM  18      - 4,587,039.496   717,301.214   MT  1.00018115   +1 43 12.2
 LX5959
 LX5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5959!SPC CT       -   0.99999176  x   0.99998563  =   0.99997739
 LX5959!UTM  18      -   0.99999176  x   1.00018115  =   1.00017291
 LX5959
 LX5959                          SUPERSEDED SURVEY CONTROL
 LX5959
 LX5959  NAD 83(1992)-  41 24 19.95487(N)    072 24 01.14006(W) AD(       ) 3
 LX5959  NAD 83(1986)-  41 24 19.95667(N)    072 24 01.14309(W) AD(       ) 3
 LX5959  NAD 27      -  41 24 19.60100(N)    072 24 02.85400(W) AD(       ) 3
 LX5959
 LX5959.Superseded values are not recommended for survey control.
 LX5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5959.See file dsdata.txt to determine how the superseded data were derived.
 LX5959
 LX5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1730187039(NAD 83)
 LX5959_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5959_SETTING: 66 = SET IN ROCK OUTCROP
 LX5959_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5959_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5959+STABILITY: POSITION/ELEVATION WELL
 LX5959
 LX5959  HISTORY     - Date     Condition        Report By
 LX5959  HISTORY     - 1934     MONUMENTED       CGS
 LX5959  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5959  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5959
 LX5959                          STATION DESCRIPTION
 LX5959
 LX5959'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5959'THIS STATION IS ON THE PROPERTY OF H.L. MERRY IN THE
 LX5959'JOSHUATOWN SECTION OF LYME.
 LX5959'
 LX5959'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5959'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LX5959'ARE STANDARD BRONZE DISKS IN A BOULDER AS DESCRIBED IN NOTE 12C.
 LX5959'
 LX5959'STATION IS REACHED--FROM THE BRIDGE AT THE HEAD OF HAMBURG
 LX5959'COVE GO 1.9 MILES ON THE HAMBURG-HADLYME ROAD TO HERB BANNINGS
 LX5959'PLACE.  TURN RIGHT AND GO 1.8 MILES TO A PRIVATE ROAD.  THIS IS
 LX5959'THE UPPER DRIVE TO RIAN JAMES ESTATE.  TURN LEFT AND GO 0.3 MILE
 LX5959'TO THE TOP OF THE HILL.  THE STATION IS ON A HIGHER LEDGE ABOUT
 LX5959'100 METERS W OF THIS POINT.  THE STATION IS ON THE HIGHEST PART
 LX5959'OF THIS LEDGE ABOUT 46 METERS EASTERLY OF A STONE BOUNDARY
 LX5959'FENCE, WHICH RUNS APPROXIMATELY N AND S.  N AND S OF THE
 LX5959'STATION THE GROUND SLOPE IS QUITE STEEP.  TO THE WESTWARD IT IS
 LX5959'MORE GENTLE.  THE IMMEDIATE VICINITY OF THE STATION IS
 LX5959'MARKED BY A NUMBER OF LARGE DETACHED ROCK FRAGMENTS LYING ON
 LX5959'THE BARE LEDGE.  THE CENTER MARK IS IN LARGE TWIN ROCKS
 LX5959'OF THIS CHARACTER, THE PART CARRYING THE MARK
 LX5959'OVERLAPPING THE OTHER.
 LX5959'
 LX5959'REFERENCE MARK NO. 1 IS IN A BOULDER AT THE TOP OF THE STEEP
 LX5959'DECLIVITY TO THE NORTHWARD BEARING N 27 DEG W
 LX5959'(MAGNETIC).  REFERENCE MARK NO. 2 IS IN A ROUNDED LEDGE FRAGMENT
 LX5959'BESIDE THE INBOUND TRAIL.  IT BEARS N 71 DEG E (MAGNETIC).
 LX5959
 LX5959                          STATION RECOVERY (1948)
 LX5959
 LX5959'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5959'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 LX5959'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 LX5959'
 LX5959'1. FROM BRIDGE AT HEAD OF HAMBURG COVE, GO 3.2 MILES ON
 LX5959'JOSHUATOWN ROAD TO PRIVATE ROAD MARKED EDENTON - HEWES HILL.
 LX5959'
 LX5959'2. PROPERTY IS NOW OWNED BY MR. THOMAS HEWES.
 LX5959
 LX5959                          STATION RECOVERY (1971)
 LX5959
 LX5959'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5959'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX5959'CONDITION.  TO REACH THE STATION FROM EAST HADDAM AT THE
 LX5959'INTERSECTION OF ROUTE 82 (NORWICH-SALEM ROAD) AND ROUTE 156
 LX5959'(HAMBURG ROAD) GO SOUTH ON ROUTE 156 FOR 3.25 MILE TO JOSHUATOWN
 LX5959'ROAD ON THE RIGHT, GO WEST ON JOSHUATOWN ROAD FOR 3.95 MILES TO A
 LX5959'DIRT ROAD ON THE LEFT WHICH LEADS YOU TO THE PRIVATE DRIVE OF
 LX5959'F. COUNERT., GO SOUTH ON THE DIRT ROAD FOR 0.3 MILE AND THE
 LX5959'STATION IS 230 FEET WEST OF THE CENTERLINE OF THE ROAD HEAVILY
 LX5959'COVERED WITH HEMLOCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6892 ***********************************************************************
 LX6892  DESIGNATION -  MESHOMASIC
 LX6892  PID         -  LX6892
 LX6892  STATE/COUNTY-  CT/MIDDLESEX
 LX6892  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6892
 LX6892                         *CURRENT SURVEY CONTROL
 LX6892  ___________________________________________________________________
 LX6892* NAD 83(1996)-  41 36 37.04833(N)    072 32 10.43356(W)     ADJUSTED  
 LX6892* NAVD 88     -       279.0    (meters)     915.     (feet)  VERTCON   
 LX6892  ___________________________________________________________________
 LX6892  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX6892  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX6892
 LX6892  HORZ ORDER  -  FIRST
 LX6892
 LX6892.The horizontal coordinates were established by classical geodetic methods
 LX6892.and adjusted by the National Geodetic Survey in August 1998..
 LX6892
 LX6892.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6892
 LX6892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6892
 LX6892.The geoid height was determined by GEOID03.
 LX6892
 LX6892;                    North         East     Units Scale Factor Converg.
 LX6892;SPC CT       -   238,710.359   322,618.838   MT  0.99998403   +0 08 30.3
 LX6892;SPC CT       -   783,168.90  1,058,458.64   sFT  0.99998403   +0 08 30.3
 LX6892;UTM  18      - 4,609,440.805   705,291.260   MT  1.00011866   +1 38 12.0
 LX6892
 LX6892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6892!SPC CT       -   0.99996088  x   0.99998403  =   0.99994491
 LX6892!UTM  18      -   0.99996088  x   1.00011866  =   1.00007954
 LX6892
 LX6892|---------------------------------------------------------------------|
 LX6892| PID    Reference Object                     Distance      Geod. Az  |
 LX6892|                                                           dddmmss.s |
 LX6892| LX6893 PINE HILL                            14.336 METERS 00304     |
 LX6892| LX4955 CARTER                              APPROX. 6.1 KM 0725125.9 |
 LX6892| LX6905 MESHOMASIC AZ MK                    127.205 METERS 15154     |
 LX6892| LX6906 MESHOMASIC AZ MK TPT                120.906 METERS 15155     |
 LX6892| CZ6795 MESHOMASIC RM 1                       8.352 METERS 18538     |
 LX6892| LX6840 JOHNSONS ROCK                       APPROX. 8.2 KM 2202244.6 |
 LX6892| CZ6796 MESHOMASIC RM 2                      12.472 METERS 31516     |
 LX6892|---------------------------------------------------------------------|
 LX6892
 LX6892                          SUPERSEDED SURVEY CONTROL
 LX6892
 LX6892  NAD 83(1992)-  41 36 37.04775(N)    072 32 10.43354(W) AD(       ) 1
 LX6892  NAD 83(1986)-  41 36 37.04953(N)    072 32 10.43533(W) AD(       ) 1
 LX6892  NAD 27      -  41 36 36.68300(N)    072 32 12.11900(W) AD(       ) 1
 LX6892  NGVD 29 (07/19/86)  279.3    (m)          916.     (f) VERT ANG       
 LX6892
 LX6892.Superseded values are not recommended for survey control.
 LX6892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6892.See file dsdata.txt to determine how the superseded data were derived.
 LX6892
 LX6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0529109441(NAD 83)
 LX6892_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6892_SETTING: 66 = SET IN ROCK OUTCROP
 LX6892_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6892+STABILITY: POSITION/ELEVATION WELL
 LX6892
 LX6892  HISTORY     - Date     Condition        Report By
 LX6892  HISTORY     - 1935     MONUMENTED       CGS
 LX6892  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6892  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6892  HISTORY     - 1978     GOOD             NGS
 LX6892  HISTORY     - 1984     GOOD             USPSQD
 LX6892
 LX6892                          STATION DESCRIPTION
 LX6892
 LX6892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6892'THE STATION IS REACHED FROM THE INTERSECTION OF NORTH MAIN
 LX6892'STREET AND ROUTE 14 IN EAST HAMPTON.  GO NORTHERLY ON NORTH
 LX6892'MAIN STREET 1.0 MILE TURN LEFT AND GO 0.8 MILE, TURN RIGHT AND
 LX6892'GO 1.2 MILES TO THE N END OF HULESMANS POND, FOLLOW THE ROAD
 LX6892'TO THE HIGHEST PART OF THE HILL A DISTANCE OF 0.8 MILE.  THIS
 LX6892'IS THE HIGHEST HILL IN MESHOMASIC STATE PARK.  THE STATION IS
 LX6892'MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN A LEDGE 10.74
 LX6892'METERS S OF A FIRE TOWER THAT HAS A SUPPORT OF FOUR SQUARE
 LX6892'CONCRETE BLOCKS.  STATION PINE HILL IS JUST N OF THE FIRE
 LX6892'TOWER AND 14.34 METERS FROM THE STATION.
 LX6892'
 LX6892'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6892'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 LX6892'IN THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARKS ARE STANDARD
 LX6892'BRONZE DISKS IN A BOULDER AS DESCRIBED IN NOTE 12C.
 LX6892'
 LX6892'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE
 LX6892'IN A BOULDER S 20 DEG W AND 8.35 METERS FROM THE STATION.  REFERENCE
 LX6892'MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 LX6892'N 30 DEG W AND 12.50 METERS FROM THE STATION.
 LX6892'
 LX6892'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6892
 LX6892                          STATION RECOVERY (1971)
 LX6892
 LX6892'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6892'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX6892'REACH THE STATION FROM THE INTERSECTION OF NORTH MAIN STREET
 LX6892'AND ROUTE 66 IN EAST HAMPTON, GO NORTH ON N. MAIN STREET 1.0
 LX6892'MILE, TURN LEFT ON CLARKS HILL ROAD AND GO 0.8 MILES, TURN
 LX6892'RIGHT ON MIDWOOD FARM ROAD AND GO 1.2 MILES TO THE NORTH END OF
 LX6892'HULESMANS POND AN OLD FIRE ROAD RUNS EASTERLY, FOLLOW IT FOR
 LX6892'0.25 MILES TO THE TOP OF THE HILL WHERE THE ROAD FORKS, BEAR
 LX6892'TO THE LEFT 0.25 MILE ACROSS A SWAMP, AT THIS POINT WALK
 LX6892'NORTHEASTERLY FROM THE ROAD TO THE HIGHEST PART OF THE HILL.
 LX6892'THE FIRE TOWER HAS BEEN REMOVED BUT THE FOUR CONCRETE SUPPORT
 LX6892'BLOCKS STILL REMAIN.
 LX6892
 LX6892                          STATION RECOVERY (1976)
 LX6892
 LX6892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6892'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX6892'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 LX6892'1 CHECKED THE 1935 MEASUREMENT, BUT THE DISTANCE TO REFERENCE
 LX6892'MARK 2 WAS FOUND TO BE SHORTER BY 0.031 OF A METER AND THE
 LX6892'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 WAS
 LX6892'FOUND TO BE LONGER BY 0.023 OF A METER.  THE DIRECTION TO
 LX6892'REFERENCE MARK 1 WAS FOUND TO BE SMALLER BY 6 MINUTES AND 41
 LX6892'SECONDS AND THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE
 LX6892'SMALLER BY 4 MINUTES AND 51 SECONDS.
 LX6892'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6892'
 LX6892'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF MARLBOROUGH,
 LX6892'4 MILES NORTH OF COBALT, 3-1/2 MILES NORTHWEST OF EAST HAMPTON
 LX6892'AND IN THE MESHOMASIC STATE FOREST.
 LX6892'
 LX6892'TO REACH THE STATION FROM THE POST OFFICE IN EAST HAMPTON, GO
 LX6892'NORTH ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF STATE
 LX6892'HIGHWAY 66.  CONTINUE NORTH ON NORTH MAIN STREET, CROSSING
 LX6892'HIGHWAY 66, FOR 1.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 LX6892'GO WEST ON CLARK HILL ROAD FOR 0.75 MILE TO A SIDE ROAD ON THE
 LX6892'RIGHT, TURN RIGHT AND GO NORTH ON MIDWOOD FARM ROAD FOR 0.95
 LX6892'MILE TO MR. J.B. FORANS HOME ON THE RIGHT AND THE END OF THE
 LX6892'PAVED ROAD.  CONTINUE NORTHERLY ON A TRACK ROAD FOR 0.15 MILE
 LX6892'TO THE NORTH END OF HULSEMAN POND.  CONTINUE ON THE TRACK
 LX6892'ROAD GOING NORTH AND WEST AROUND THE NORTH END OF THE POND
 LX6892'FOR 0.25 MILE TO A FORK.  KEEP THE LEFT FORK AND GO WESTERLY
 LX6892'ON THE TRACK ROAD FOR 0.3 MILE TO A FORK, KEEP THE RIGHT
 LX6892'FORK AND GO NORTHWEST AND THEN NORTHEAST FOR 0.2 MILE TO THE
 LX6892'TOP OF THE HILL AND THE STATION AS DESCRIBED.
 LX6892'
 LX6892'STATION MARK, STAMPED---MESHOMASIC 1935---, IS A STANDARD
 LX6892'DISK CEMENTED IN A DRILL
 LX6892'HOLE IN THE TOP OF AN OUTCROP OF BEDROCK WHICH IS FLUSH WITH
 LX6892'THE GROUND SURFACE.  IT IS 27.5 FEET SOUTHWEST OF THE
 LX6892'SOUTHEAST ONE OF FOUR CONCRETE LEG FOUNDATIONS FOR AN OLD
 LX6892'LOOKOUT TOWER WHICH HAS BEEN TORN DOWN, 27.5 FEET SOUTH OF
 LX6892'SOUTHWEST FOUNDATION, 22 FEET SOUTHEAST OF A 7-INCH TRIANGULAR
 LX6892'BLAZED TREE AND 15 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A
 LX6892'ROCK LEDGE.
 LX6892'
 LX6892'REFERENCE MARK 1, STAMPED---MESHOMASIC NO 1 1935---, IS A
 LX6892'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 LX6892'WHICH IS ABOUT 7 FEET IN DIAMETER AND PROJECTS ABOUT 4 FEET
 LX6892'ABOVE THE GROUND SURFACE.  IT IS 55 FEET SOUTHWEST OF THE
 LX6892'SOUTHEAST FOUNDATION, 46 FEET SOUTH OF THE BLAZED TREE AND 4.5
 LX6892'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BOULDER.
 LX6892'
 LX6892'REFERENCE MARK 2, STAMPED---MESHOMASIC NO 2 1935---, IS A
 LX6892'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3-FOOT
 LX6892'BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND
 LX6892'SURFACE.  IT IS 22.5 FEET WEST OF THE NORTHWEST FOUNDATION,
 LX6892'19.5 FEET NORTHWEST OF THE SOUTHWEST FOUNDATION AND 19 FEET
 LX6892'NORTHWEST OF THE BLAZED TREE.
 LX6892'
 LX6892'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6892'
 LX6892'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.9 METERS.
 LX6892'
 LX6892'DESCRIBED BY NOLAN B. JOHNSON.
 LX6892
 LX6892                          STATION RECOVERY (1978)
 LX6892
 LX6892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6892'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2
 LX6892'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 LX6892'DISTANCE AND DIRECTION TO THE REFERENCE MARKS COMPARED
 LX6892'FAVORABLY WITH THE 1976 DATA.  THE UNDERGROUND MARK FOR
 LX6892'TRIANGULATION STATION
 LX6892'PINE HILL 1875 WAS RECOVERED IN GOOD CONDITION.  A TRAVERSE
 LX6892'CONNECTION WAS MADE TO PINE HILL 1875 AND A NEW SURFACE
 LX6892'MARK WAS ESTABLISHED AT THIS TIME.  SEE DESCRIPTIONS
 LX6892'THERE OF.  AN AZIMUTH MARK WAS ESTABLISHED FOR MESHOMASIC
 LX6892'1935 AT THIS TIME, A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6892'
 LX6892'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF
 LX6892'PORTLAND, 4 MILES WEST-SOUTHWEST OF MARLBOROUGH, 2-1/2 MILES
 LX6892'NORTHWEST OF EAST HAMPTON, AND ON STATE OWNED PROPERTY.
 LX6892'
 LX6892'TO REACH THE STATION FROM THE POST OFFICE IN EAST HAMPTON,
 LX6892'GO NORTH ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF
 LX6892'STATE HIGHWAY 66.  CONTINUE NORTH ON MAIN STREET FOR 1.0 MILE
 LX6892'TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON CLARK HILL
 LX6892'ROAD FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LX6892'NORTH ON MIDWOOD FARM ROAD FOR 0.95 MILE TO END OF PAVEMENT.
 LX6892'CONTINUE NORTHERLY ON TRACK ROAD FOR 0.15 MILE TO THE NORTH
 LX6892'END OF HULSEMAN POND.  CONTINUE ON THE TRACK ROAD GOING NORTH
 LX6892'AND WEST AROUND THE NORTH END OF THE POND FOR 0.25 MILE TO
 LX6892'A FORK.  TAKE THE LEFT FORK AND GO WESTERLY FOR 0.3 MILE TO
 LX6892'A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST FOR 0.05 MILE
 LX6892'TO THE AZIMUTH ON THE LEFT AS DESCRIBED.  CONTINUE
 LX6892'NORTHWEST AND NORTHEAST FOR 0.15 MILE TO TOP OF HILL AND
 LX6892'STATION AS DESCRIBED.
 LX6892'
 LX6892'THE STATION MARK, STAMPED---MESHOMASIC 1935---, IS A STANDARD
 LX6892'DISK CEMENTED IN A DRILL HOLE IN A 6-INCH BY 15-INCH
 LX6892'OUTCROPPING BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 LX6892'SURFACE.  IT IS 15 FEET NORTHWEST OF SOUTHEAST EDGE OF A
 LX6892'ROCK LEDGE, 22 FEET SOUTHEAST OF A TRIANGULAR BLAZED TREE,
 LX6892'27.5 FEET SOUTH OF THE SOUTHWEST ONE OF FOUR CONCRETE LEG
 LX6892'FOUNDATIONS FOR AND OLD LOOKOUT TOWER, AND 27.5 FEET SOUTHWEST
 LX6892'OF THE SOUTHEAST FOUNDATION.  NO UNDERGROUND MARK WAS SET.
 LX6892'
 LX6892'REFERENCE MARK 1, STAMPED---MESHOMASIC NO 1 1935---, IS A
 LX6892'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 LX6892'WHICH IS ABOUT 7 FEET IN DIAMETER AND PROJECTS ABOUT 4 FEET
 LX6892'ABOVE THE GROUND SRUFACE.  IT IS 4.5 FEET NORTHWEST OF THE
 LX6892'SOUTHEAST EDGE OF THE BOULDER, 46 FEET SOUTH OF THE TRIANGULAR
 LX6892'BLAZED TREE, AND 55 FEET SOUTHWEST OF THE SOUTHEAST FOUNDATION.
 LX6892'
 LX6892'REFERENCE MARK 2, STAMPED---MESHOMASIC NO 2 1935---, IS A
 LX6892'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3-FOOT
 LX6892'BOULDER WHICH PROJECTS 18 INCHES ABOVE THE GROUND SURFACE.
 LX6892'IT IS 19 FEET NORTHWEST OF THE TRIANGULAR BLAZED TREE, 19.5
 LX6892'FEET WEST OF THE SOUTHWEST FOUNDATION, AND 22.5 FEET SOUTHWEST
 LX6892'OF THE NORTHWEST FOUNDATION.
 LX6892'
 LX6892'AZIMUTH MARK, STAMPED---MESHOMASIC 1935 1978---, IS A STANDARD
 LX6892'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LX6892'BEDROCK WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 LX6892'IS 2.7 FEET EAST-SOUTHEAST OF A TRIPLE TRUNKED OAK TREE, 9 FEET
 LX6892'NORTH OF THE CENTER OF A WOODS ROAD, AND 14.8 FEET WEST OF A
 LX6892'20-INCH OAK TREE. NO UNDERGOUND DISK WAS SET.
 LX6892'
 LX6892'PINE HILL, IS A STANDARD TRIANGULATION STATION MARK DISK
 LX6892'STAMPED---PINE HILL
 LX6892'1875 1978---.  THE SURFACE DISK IS SET IN THE TOP OF A
 LX6892'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 LX6892'INCHES ABOVE THE GROUND SURFACE.
 LX6892'IT IS 3.9 FEET NORTH OF THE NORTHEAST FOUNDATION
 LX6892'OF AN OLD LOOKOUT TOWER,
 LX6892'7 FEET SOUTHWEST OF A 6-INCH OAK TREE, AND 10.9 FEET
 LX6892'EAST OF THE NORTHWEST FOUNDATION.  THE UNDERGROUND MARK
 LX6892'IS A DRILL HOLE FILLED WITH LEAD WITH A CROSS IN THE CENTER
 LX6892'AND IS 24 INCHES BELOW THE GROUND SURFACE.
 LX6892'
 LX6892'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.8 METERS.
 LX6892'
 LX6892'DESCRIBED BY PRESTON C. OSLEY JR.
 LX6892
 LX6892                          STATION RECOVERY (1984)
 LX6892
 LX6892'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX6892'STATION FOUND GOOD.
 LX6892'
 LX6892'DESCRIPTION AS PER CONN. D.O.T. DATED 1971 IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6905 ***********************************************************************
 LX6905  DESIGNATION -  MESHOMASIC AZ MK
 LX6905  PID         -  LX6905
 LX6905  STATE/COUNTY-  CT/MIDDLESEX
 LX6905  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6905
 LX6905                         *CURRENT SURVEY CONTROL
 LX6905  ___________________________________________________________________
 LX6905* NAD 83(1996)-  41 36 33.41100(N)    072 32 07.84645(W)     ADJUSTED  
 LX6905* NAVD 88     -       258.8    (meters)     849.     (feet)  VERTCON   
 LX6905  ___________________________________________________________________
 LX6905  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LX6905  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX6905
 LX6905  HORZ ORDER  -  SECOND
 LX6905
 LX6905.The horizontal coordinates were established by classical geodetic methods
 LX6905.and adjusted by the National Geodetic Survey in August 1998..
 LX6905
 LX6905.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6905
 LX6905.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6905
 LX6905.The geoid height was determined by GEOID03.
 LX6905
 LX6905;                    North         East     Units Scale Factor Converg.
 LX6905;SPC CT       -   238,598.292   322,679.017   MT  0.99998401   +0 08 32.0
 LX6905;SPC CT       -   782,801.23  1,058,656.07   sFT  0.99998401   +0 08 32.0
 LX6905;UTM  18      - 4,609,330.331   705,354.351   MT  1.00011898   +1 38 13.6
 LX6905
 LX6905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6905!SPC CT       -   0.99996405  x   0.99998401  =   0.99994806
 LX6905!UTM  18      -   0.99996405  x   1.00011898  =   1.00008303
 LX6905
 LX6905                          SUPERSEDED SURVEY CONTROL
 LX6905
 LX6905  NAD 83(1992)-  41 36 33.41042(N)    072 32 07.84643(W) AD(       ) 2
 LX6905  NAD 83(1986)-  41 36 33.41208(N)    072 32 07.84816(W) AD(       ) 2
 LX6905  NAD 27      -  41 36 33.04561(N)    072 32 09.53199(W) AD(       ) 2
 LX6905  NGVD 29 (07/19/86)  259.1    (m)          850.     (f) VERT ANG       
 LX6905
 LX6905.Superseded values are not recommended for survey control.
 LX6905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6905.See file dsdata.txt to determine how the superseded data were derived.
 LX6905
 LX6905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0535409330(NAD 83)
 LX6905_MARKER: Z = SEE DESCRIPTION
 LX6905_SETTING: 0 = UNSPECIFIED SETTING
 LX6905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6905
 LX6905  HISTORY     - Date     Condition        Report By
 LX6905  HISTORY     - 1978     MONUMENTED       NGS
 LX6905
 LX6905                          STATION DESCRIPTION
 LX6905
 LX6905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6905'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHEAST OF
 LX6905'PORTLAND, 4 MILES WEST-SOUTHWEST OF MARLBOROUGH, 2-1/2 MILES
 LX6905'NORTHWEST OF EAST HAMPTON, AND ON STATE OWNED PROPERTY.
 LX6905'
 LX6905'TO REACH THE STATION FROM THE POST OFFICE IN EAST HAMPTON,
 LX6905'GO NORTH ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF
 LX6905'STATE HIGHWAY 66.  CONTINUE ON MAIN STREET FOR 1.0 MILE
 LX6905'TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON CLARK HILL
 LX6905'ROAD FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LX6905'NORTH ON MIDWOOD ROAD FOR 0.95 MILE TO THE END OF PAVEMENT.
 LX6905'CONTINUE NORTHERLY ON TRACK ROAD FOR 0.15 MILE TO THE NORTH
 LX6905'END OF HULSEMAN POND.  CONTINUE ON THE TRACK ROAD GOING NORTH
 LX6905'AND WEST AROUND THE NORTH END OF THE POND FOR 0.25 MILE TO
 LX6905'A FORK.  TAKE THE LEFT FORK AND GO WESTERLY FOR 0.3 MILE TO
 LX6905'A FORK.  TAKE THE LEFT FORK AND GO WEST FOR 0.05 MILE TO
 LX6905'THE STATION ON THE RIGHT.
 LX6905'
 LX6905'THE STATION MARK, STAMPED---MESHOMASIC 1935 1978---, IS A
 LX6905'STANDARD AZIMUTH DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LX6905'BEDROCK WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 LX6905'IS 2.7 FEET EAST-SOUTHEAST OF A TRIPLE TRUNKED OAK TREE, 9 FEET
 LX6905'NORTH OF THE CENTER OF A WOODS ROAD, AND 14.8 FEET WEST OF A
 LX6905'20-INCH OAK TREE.  NO UNDERGROUND DISK WAS SET.
 LX6905'
 LX6905'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX6905'
 LX6905'DESCRIBED BY PRESTON C. OSLEY JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6873 ***********************************************************************
 LX6873  DESIGNATION -  MIDDLE HADDAM CONG CH SPIRE
 LX6873  PID         -  LX6873
 LX6873  STATE/COUNTY-  CT/MIDDLESEX
 LX6873  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6873
 LX6873                         *CURRENT SURVEY CONTROL
 LX6873  ___________________________________________________________________
 LX6873* NAD 83(1996)-  41 33 21.87804(N)    072 33 06.04470(W)     ADJUSTED  
 LX6873* NAVD 88     -                                                        
 LX6873  ___________________________________________________________________
 LX6873  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LX6873  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX6873
 LX6873  HORZ ORDER  -  THIRD
 LX6873
 LX6873.The horizontal coordinates were established by classical geodetic methods
 LX6873.and adjusted by the National Geodetic Survey in August 1998..
 LX6873
 LX6873
 LX6873.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6873
 LX6873.The geoid height was determined by GEOID03.
 LX6873
 LX6873;                    North         East     Units Scale Factor Converg.
 LX6873;SPC CT       -   232,686.118   321,345.062   MT  0.99998322   +0 07 53.4
 LX6873;SPC CT       -   763,404.37  1,054,279.59   sFT  0.99998322   +0 07 53.4
 LX6873;UTM  18      - 4,603,384.600   704,174.838   MT  1.00011304   +1 37 28.8
 LX6873
 LX6873                          SUPERSEDED SURVEY CONTROL
 LX6873
 LX6873  NAD 83(1992)-  41 33 21.87736(N)    072 33 06.04459(W) AD(       ) 4
 LX6873  NAD 83(1986)-  41 33 21.87915(N)    072 33 06.04672(W) AD(       ) 4
 LX6873  NAD 27      -  41 33 21.52100(N)    072 33 07.72600(W) AD(       ) 3
 LX6873
 LX6873.Superseded values are not recommended for survey control.
 LX6873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6873.See file dsdata.txt to determine how the superseded data were derived.
 LX6873
 LX6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0417503385(NAD 83)
 LX6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6873+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX6873
 LX6873  HISTORY     - Date     Condition        Report By
 LX6873  HISTORY     - 1934     MONUMENTED       CGS
 LX6873  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6873  HISTORY     - 19970904 GOOD             USPSQD
 LX6873  HISTORY     - 20040101 GOOD             USPSQD
 LX6873
 LX6873                          STATION DESCRIPTION
 LX6873
 LX6873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6873'THIS SPIRE IS ON THE SECOND CONGREGATIONAL CHURCH OF MIDDLE
 LX6873'HADDAM.  IT IS LOCATED ON THE E SIDE OF ROUTE 151, 1/2 MILE S
 LX6873'OF COBALT FOUR CORNERS.
 LX6873'
 LX6873'THE CHURCH IS A WOOD CLAPBOARDED STRUCTURE WITH A RATHER HIGH
 LX6873'RED-BRICK UNDERPINNING.  NEAR THE SE CORNER A LOWER WING
 LX6873'EXTENDS TO THE SOUTHWARD.
 LX6873'
 LX6873'THE SPIRE IS AT THE SW CORNER OF THE MAIN BUILDING WITH A
 LX6873'LOWER PYRAMID ROOFED CUPOLA AT THE NW CORNER.
 LX6873'
 LX6873'ABOVE THE BELFRY THE SPIRE IS OCTAGONAL IN SECTION WITH FOUR
 LX6873'SMALL WINDOWS NEAR ITS BASE.  THE SPIRE HAS A SIMPLE WOODEN
 LX6873'BALL AT THE APEX.
 LX6873'
 LX6873'THE CENTER IS THE APEX OF THE SPIRE.
 LX6873'
 LX6873'IT IS 13 METERS E OF THE CENTER LINE OF ROUTE 151.
 LX6873
 LX6873                          STATION RECOVERY (1948)
 LX6873
 LX6873'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6873'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6873
 LX6873                          STATION RECOVERY (1997)
 LX6873
 LX6873'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6873'RECOVERED IN GOOD CONDITION.
 LX6873
 LX6873                          STATION RECOVERY (2004)
 LX6873
 LX6873'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6882 ***********************************************************************
 LX6882  DESIGNATION -  MIDDLE HADDAM SCHOOL CUPOLA
 LX6882  PID         -  LX6882
 LX6882  STATE/COUNTY-  CT/MIDDLESEX
 LX6882  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6882
 LX6882                         *CURRENT SURVEY CONTROL
 LX6882  ___________________________________________________________________
 LX6882* NAD 83(1996)-  41 33 10.20418(N)    072 32 52.37000(W)     ADJUSTED  
 LX6882* NAVD 88     -                                                        
 LX6882  ___________________________________________________________________
 LX6882  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 LX6882  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6882
 LX6882  HORZ ORDER  -  THIRD
 LX6882
 LX6882.The horizontal coordinates were established by classical geodetic methods
 LX6882.and adjusted by the National Geodetic Survey in August 1998..
 LX6882
 LX6882
 LX6882.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6882
 LX6882.The geoid height was determined by GEOID03.
 LX6882
 LX6882;                    North         East     Units Scale Factor Converg.
 LX6882;SPC CT       -   232,326.706   321,662.787   MT  0.99998320   +0 08 02.5
 LX6882;SPC CT       -   762,225.20  1,055,321.99   sFT  0.99998320   +0 08 02.5
 LX6882;UTM  18      - 4,603,033.543   704,501.863   MT  1.00011468   +1 37 37.5
 LX6882
 LX6882                          SUPERSEDED SURVEY CONTROL
 LX6882
 LX6882  NAD 83(1992)-  41 33 10.20349(N)    072 32 52.36990(W) AD(       ) 4
 LX6882  NAD 83(1986)-  41 33 10.20527(N)    072 32 52.37203(W) AD(       ) 4
 LX6882  NAD 27      -  41 33 09.84600(N)    072 32 54.05300(W) AD(       ) 3
 LX6882
 LX6882.Superseded values are not recommended for survey control.
 LX6882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6882.See file dsdata.txt to determine how the superseded data were derived.
 LX6882
 LX6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0450203034(NAD 83)
 LX6882
 LX6882  HISTORY     - Date     Condition        Report By
 LX6882  HISTORY     - 1934     MONUMENTED       CGS
 LX6882  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6882  HISTORY     - 19970904 POOR             USPSQD
 LX6882
 LX6882                          STATION DESCRIPTION
 LX6882
 LX6882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6882'THE MIDDLE HADDAM PUBLIC SCHOOL FACES S ON THE ROAD THAT TURNS
 LX6882'EASTERLY OFF ROUTE 151, 0.8 MILE S OF COBALT FOUR CORNERS.  IT
 LX6882'IS WELL BACK FROM THE ROAD, SLIGHTLY HIGHER IN ELEVATION, 0.15
 LX6882'MILE FROM ROUTE 15.
 LX6882'
 LX6882'THE SCHOOL IS A ONE-STORY SQUARE BRICK BUILDING AND HAS A
 LX6882'PYRAMIDAL ROOF COVERED WITH VARIEGATED COMPOSITION SHINGLES.  THE
 LX6882'ROOF IS BROKEN ONLY BY THE GABLE OVER THE MAIN ENTRANCE TO THE S
 LX6882'SIDE.  THE BELFRY CUPOLA IS AT THE APEX OF THE ROOF.  THE WHITE
 LX6882'WOODEN LOUVRES TAKE UP THE ENTIRE AREA OF EACH SIDE.  THE BLACK
 LX6882'CUPOLA ROOF HAS A CONVEX PROFILE WITH A WHITE FINIAL AT THE
 LX6882'APEX.  CENTER IS THE FINIAL ON THE CUPOLA ROOF.
 LX6882
 LX6882                          STATION RECOVERY (1948)
 LX6882
 LX6882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6882'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6882
 LX6882                          STATION RECOVERY (1997)
 LX6882
 LX6882'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6882'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6104 ***********************************************************************
 LX6104  DESIGNATION -  MIDDLESEX COUNTY HOME CHIMNEY
 LX6104  PID         -  LX6104
 LX6104  STATE/COUNTY-  CT/MIDDLESEX
 LX6104  USGS QUAD   -  HADDAM (1971)
 LX6104
 LX6104                         *CURRENT SURVEY CONTROL
 LX6104  ___________________________________________________________________
 LX6104* NAD 83(1996)-  41 28 26.18105(N)    072 30 08.95742(W)     ADJUSTED  
 LX6104* NAVD 88     -                                                        
 LX6104  ___________________________________________________________________
 LX6104  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LX6104  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6104
 LX6104  HORZ ORDER  -  THIRD
 LX6104
 LX6104.The horizontal coordinates were established by classical geodetic methods
 LX6104.and adjusted by the National Geodetic Survey in August 1998..
 LX6104
 LX6104
 LX6104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6104
 LX6104.The geoid height was determined by GEOID03.
 LX6104
 LX6104;                    North         East     Units Scale Factor Converg.
 LX6104;SPC CT       -   223,574.324   325,474.816   MT  0.99998368   +0 09 50.8
 LX6104;SPC CT       -   733,510.09  1,067,828.63   sFT  0.99998368   +0 09 50.8
 LX6104;UTM  18      - 4,594,382.144   708,541.032   MT  1.00013523   +1 39 16.7
 LX6104
 LX6104                          SUPERSEDED SURVEY CONTROL
 LX6104
 LX6104  NAD 83(1992)-  41 28 26.18028(N)    072 30 08.95726(W) AD(       ) 4
 LX6104  NAD 83(1986)-  41 28 26.18205(N)    072 30 08.95972(W) AD(       ) 4
 LX6104  NAD 27      -  41 28 25.82200(N)    072 30 10.66400(W) AD(       ) 3
 LX6104
 LX6104.Superseded values are not recommended for survey control.
 LX6104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6104.See file dsdata.txt to determine how the superseded data were derived.
 LX6104
 LX6104_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0854194382(NAD 83)
 LX6104
 LX6104  HISTORY     - Date     Condition        Report By
 LX6104  HISTORY     - 1934     MONUMENTED       CGS
 LX6104  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6104
 LX6104                          STATION DESCRIPTION
 LX6104
 LX6104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6104'THIS STATION IS ON THE MIDDLESEX COUNTY CHILDRENS HOME.  IT IS
 LX6104'ABOUT 0.6 MILE SOUTHERLY FROM THE COUNTY JAIL ON THE ROAD TO
 LX6104'SAYBROOK.  THE BUILDINGS ARE ON THE NE SIDE OF THE HIGHWAY ABOUT
 LX6104'SIX FEET HIGHER THAN THE ROAD.
 LX6104'
 LX6104'THE MAIN BUILDING IS 2 1/2-STORIES HIGH WITH 2-STORY WINGS
 LX6104'ATTACHED TO THE MIDDLE OF THE NW AND SE GABLE END.  THE SE WING
 LX6104'HAS A FURTHER 2-STORY WING AT THE E CORNER.  THE STRUCTURE IS
 LX6104'PAINTED WHITE WITH GREEN COMPOSITION SHINGLED ROOF.
 LX6104'
 LX6104'FOUR RED BRICK CHIMNEYS SHOW.  TWO ARE EQUALLY SPACED ON THE MAIN
 LX6104'ROOF, ONE IN THE MIDDLE OF THE ROOF OF NW WING AND ONE NEAR SE
 LX6104'GABLE OF SE WING.
 LX6104'
 LX6104'CENTER IS CENTER LINE OF SE CHIMNEY ON MAIN BUILDING.
 LX6104
 LX6104                          STATION RECOVERY (1948)
 LX6104
 LX6104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6104'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0583 ***********************************************************************
 LX0583  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0583  DESIGNATION -  MIDDLETOWN
 LX0583  PID         -  LX0583
 LX0583  STATE/COUNTY-  CT/MIDDLESEX
 LX0583  USGS QUAD   -  MIDDLETOWN (1992)
 LX0583
 LX0583                         *CURRENT SURVEY CONTROL
 LX0583  ___________________________________________________________________
 LX0583* NAD 83(1986)-  41 33 34.     (N)    072 38 58.     (W)     SCALED    
 LX0583* NAVD 88     -        15.233  (meters)      49.98   (feet)  ADJUSTED  
 LX0583  ___________________________________________________________________
 LX0583  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX0583  DYNAMIC HT  -          15.228 (meters)      49.96  (feet)  COMP
 LX0583  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0583
 LX0583  VERT ORDER  -  FIRST     CLASS II
 LX0583
 LX0583.The horizontal coordinates were scaled from a topographic map and have
 LX0583.an estimated accuracy of +/- 6 seconds.
 LX0583
 LX0583.The orthometric height was determined by differential leveling
 LX0583.and adjusted by the National Geodetic Survey in June 1991..
 LX0583
 LX0583.This Tidal Bench Mark is designated as VM 2263
 LX0583.by the Center for Operational Oceanographic Products and Services.
 LX0583
 LX0583.The geoid height was determined by GEOID03.
 LX0583
 LX0583.The dynamic height is computed by dividing the NAVD 88
 LX0583.geopotential number by the normal gravity value computed on the
 LX0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0583.degrees latitude (g = 980.6199 gals.).
 LX0583
 LX0583.The modeled gravity was interpolated from observed gravity values.
 LX0583
 LX0583;                    North         East    Units  Estimated Accuracy
 LX0583;SPC CT       -   233,050.      313,190.      MT  (+/- 180 meters Scaled)
 LX0583
 LX0583                          SUPERSEDED SURVEY CONTROL
 LX0583
 LX0583  NGVD 29 (??/??/92)   15.539  (m)           50.98   (f) ADJ UNCH    1 2
 LX0583
 LX0583.Superseded values are not recommended for survey control.
 LX0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0583.See file dsdata.txt to determine how the superseded data were derived.
 LX0583
 LX0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM960035(NAD 83)
 LX0583_MARKER: DB = BENCH MARK DISK
 LX0583_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0583+WITH SETTING: PAVEMENT
 LX0583_SP_SET: STEPS
 LX0583_STAMPING: MIDDLETOWN 1935
 LX0583_MARK LOGO: CGS   
 LX0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0583+STABILITY: SURFACE MOTION
 LX0583
 LX0583  HISTORY     - Date     Condition        Report By
 LX0583  HISTORY     - 1935     MONUMENTED       CGS
 LX0583  HISTORY     - 1952     GOOD             CT0380
 LX0583  HISTORY     - 1972     GOOD             CTGS
 LX0583  HISTORY     - 1984     GOOD             NGS
 LX0583  HISTORY     - 1986     GOOD             NGS
 LX0583
 LX0583                          STATION DESCRIPTION
 LX0583
 LX0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0583'AT MIDDLETOWN.
 LX0583'AT MIDDLETOWN, MIDDLESEX COUNTY, AT THE MIDDLETOWN NATIONAL
 LX0583'BANK, IN THE TOP OF THE NORTHWEST CORNER OF THE LOWER STEP,
 LX0583'4 FEET NORTH OF THE CENTER OF THE ENTRANCE, 50 FEET WEST OF
 LX0583'THE CENTER LINE OF MAIN STREET, AND ABOUT 1 FOOT ABOVE THE
 LX0583'SIDEWALK.  A STANDARD DISK, STAMPED MIDDLETOWN 1935.
 LX0583
 LX0583                          STATION RECOVERY (1952)
 LX0583
 LX0583'RECOVERY NOTE BY CITY OF MIDDLETOWN CONNECTICUT 1952
 LX0583'RECOVERED IN GOOD CONDITION.
 LX0583
 LX0583                          STATION RECOVERY (1972)
 LX0583
 LX0583'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0583'RECOVERED IN GOOD CONDITION.
 LX0583
 LX0583                          STATION RECOVERY (1984)
 LX0583
 LX0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0583'RECOVERED IN GOOD CONDITION.
 LX0583
 LX0583                          STATION RECOVERY (1986)
 LX0583
 LX0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0583'RECOVERED IN GOOD CONDITION, THE 1984 DESCRIPTION IS ADEQUATE EXCEPT
 LX0583'THE BANK IS NOW NAMED CBT (CONNECTICUT BANK AND TRUST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6970 ***********************************************************************
 LX6970  DESIGNATION -  MIDDLETOWN CATH CHURCH SPIRE
 LX6970  PID         -  LX6970
 LX6970  STATE/COUNTY-  CT/MIDDLESEX
 LX6970  USGS QUAD   -  MIDDLETOWN (1992)
 LX6970
 LX6970                         *CURRENT SURVEY CONTROL
 LX6970  ___________________________________________________________________
 LX6970* NAD 83(1996)-  41 33 58.97286(N)    072 39 10.32553(W)     ADJUSTED  
 LX6970* NAVD 88     -                                                        
 LX6970  ___________________________________________________________________
 LX6970  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX6970  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6970
 LX6970  HORZ ORDER  -  THIRD
 LX6970
 LX6970.The horizontal coordinates were established by classical geodetic methods
 LX6970.and adjusted by the National Geodetic Survey in August 1998..
 LX6970
 LX6970
 LX6970.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6970
 LX6970.The geoid height was determined by GEOID03.
 LX6970
 LX6970;                    North         East     Units Scale Factor Converg.
 LX6970;SPC CT       -   233,816.091   312,902.318   MT  0.99998330   +0 03 51.9
 LX6970;SPC CT       -   767,111.63  1,026,580.35   sFT  0.99998330   +0 03 51.9
 LX6970;UTM  18      - 4,604,294.274   695,704.594   MT  1.00007135   +1 33 28.0
 LX6970
 LX6970                          SUPERSEDED SURVEY CONTROL
 LX6970
 LX6970  NAD 83(1992)-  41 33 58.97218(N)    072 39 10.32553(W) AD(       ) 4
 LX6970  NAD 83(1986)-  41 33 58.97415(N)    072 39 10.32746(W) AD(       ) 4
 LX6970  NAD 27      -  41 33 58.61900(N)    072 39 11.99800(W) AD(       ) 3
 LX6970
 LX6970.Superseded values are not recommended for survey control.
 LX6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6970.See file dsdata.txt to determine how the superseded data were derived.
 LX6970
 LX6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9570504294(NAD 83)
 LX6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6970+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX6970
 LX6970  HISTORY     - Date     Condition        Report By
 LX6970  HISTORY     - 1875     MONUMENTED       COASUR
 LX6970  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6970  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6970  HISTORY     - 1985     GOOD             USPSQD
 LX6970  HISTORY     - 1988     GOOD             USPSQD
 LX6970  HISTORY     - 1990     GOOD             USPSQD
 LX6970  HISTORY     - 20040101 GOOD             USPSQD
 LX6970
 LX6970                          STATION DESCRIPTION
 LX6970
 LX6970'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6970'THE ST. JOHNS CATHOLIC CHURCH IS AT THE N END OF MAIN STREET IN
 LX6970'MIDDLETOWN.  THE CHURCH IS A BROWN SANDSTONE STRUCTURE WITH A VERY
 LX6970'STEEP GABLE SLATE ROOF.  IT WAS BUILT IN 1843 AND REBUILT
 LX6970'IN 1889.  THE SPIRE HAS A SQUARE BASE AND IS AT THE SOUTHWESTERLY
 LX6970'CORNER OF THE BUILDING.  THE UPPER PART OF THE SPIRE IS OCTAGONAL
 LX6970'AND IS COVERED WITH METAL SHINGLES.  THERE IS A GOLDEN CROSS AT
 LX6970'THE APEX OF THE SPIRE.
 LX6970'
 LX6970'THE STATION IS THE BASE OF THIS CROSS.  HEIGHT ABOUT 150 FEET.
 LX6970
 LX6970                          STATION RECOVERY (1969)
 LX6970
 LX6970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6970'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.C.M. IN 1935.
 LX6970
 LX6970                          STATION RECOVERY (1985)
 LX6970
 LX6970'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLS)
 LX6970'STATION FOUND GOOD.
 LX6970'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX6970
 LX6970                          STATION RECOVERY (1988)
 LX6970
 LX6970'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6970'RECOVERED IN GOOD CONDITION.
 LX6970
 LX6970                          STATION RECOVERY (1990)
 LX6970
 LX6970'RECOVERY NOTE BY US POWER SQUADRON 1990 (APH)
 LX6970'RECOVERED IN GOOD CONDITION.
 LX6970
 LX6970                          STATION RECOVERY (2004)
 LX6970
 LX6970'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6977 ***********************************************************************
 LX6977  DESIGNATION -  MIDDLETOWN INDIAN HILL CEM HSE
 LX6977  PID         -  LX6977
 LX6977  STATE/COUNTY-  CT/MIDDLESEX
 LX6977  USGS QUAD   -  MIDDLETOWN (1992)
 LX6977
 LX6977                         *CURRENT SURVEY CONTROL
 LX6977  ___________________________________________________________________
 LX6977* NAD 83(1996)-  41 33 16.98354(N)    072 39 46.61072(W)     ADJUSTED  
 LX6977* NAVD 88     -                                                        
 LX6977  ___________________________________________________________________
 LX6977  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX6977  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6977
 LX6977  HORZ ORDER  -  THIRD
 LX6977
 LX6977.The horizontal coordinates were established by classical geodetic methods
 LX6977.and adjusted by the National Geodetic Survey in August 1998..
 LX6977
 LX6977
 LX6977.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6977
 LX6977.The geoid height was determined by GEOID03.
 LX6977
 LX6977;                    North         East     Units Scale Factor Converg.
 LX6977;SPC CT       -   232,519.792   312,062.922   MT  0.99998321   +0 03 27.8
 LX6977;SPC CT       -   762,858.68  1,023,826.44   sFT  0.99998321   +0 03 27.8
 LX6977;UTM  18      - 4,602,976.428   694,899.193   MT  1.00006748   +1 33 02.6
 LX6977
 LX6977                          SUPERSEDED SURVEY CONTROL
 LX6977
 LX6977  NAD 83(1992)-  41 33 16.98285(N)    072 39 46.61073(W) AD(       ) 4
 LX6977  NAD 83(1986)-  41 33 16.98484(N)    072 39 46.61268(W) AD(       ) 4
 LX6977  NAD 27      -  41 33 16.62900(N)    072 39 48.27900(W) AD(       ) 3
 LX6977
 LX6977.Superseded values are not recommended for survey control.
 LX6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6977.See file dsdata.txt to determine how the superseded data were derived.
 LX6977
 LX6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9489902976(NAD 83)
 LX6977
 LX6977  HISTORY     - Date     Condition        Report By
 LX6977  HISTORY     - 1875     MONUMENTED       COASUR
 LX6977  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6977  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6977  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6977
 LX6977                          STATION DESCRIPTION
 LX6977
 LX6977'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6977'NO PREVIOUS DESCRIPTION.
 LX6977'
 LX6977'THIS BUILDING STANDS AT THE HIGHEST PART OF THE CEMETERY
 LX6977'AREA.  IT CONSISTS OF A POINTED ROOF SUPPORTED BY WROUGHT IRON
 LX6977'POSTS ON A CONCRETE BASE.  IT IS CIRCULAR IN PLAN.  THERE IS A
 LX6977'METAL SPIKE AT THE APEX OF THE ROOF.
 LX6977'
 LX6977'THE OVER-ALL HEIGHT IS ABOUT 25 FEET.
 LX6977'
 LX6977'IT WAS NOT REDETERMINED IN 1935.
 LX6977
 LX6977                          STATION RECOVERY (1948)
 LX6977
 LX6977'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6977'THIS HOUSE HAS BEEN DESTROYED AND ONLY THE CONCRETE BASE REMAINS.
 LX6977
 LX6977                          STATION RECOVERY (1997)
 LX6977
 LX6977'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6961 ***********************************************************************
 LX6961  DESIGNATION -  MIDDLETOWN NORTH CONG CH SPIRE
 LX6961  PID         -  LX6961
 LX6961  STATE/COUNTY-  CT/MIDDLESEX
 LX6961  USGS QUAD   -  MIDDLETOWN (1992)
 LX6961
 LX6961                         *CURRENT SURVEY CONTROL
 LX6961  ___________________________________________________________________
 LX6961* NAD 83(1996)-  41 33 36.48594(N)    072 39 03.82041(W)     ADJUSTED  
 LX6961* NAVD 88     -                                                        
 LX6961  ___________________________________________________________________
 LX6961  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6961  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6961
 LX6961  HORZ ORDER  -  THIRD
 LX6961
 LX6961.The horizontal coordinates were established by classical geodetic methods
 LX6961.and adjusted by the National Geodetic Survey in August 1998..
 LX6961
 LX6961
 LX6961.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6961
 LX6961.The geoid height was determined by GEOID03.
 LX6961
 LX6961;                    North         East     Units Scale Factor Converg.
 LX6961;SPC CT       -   233,122.523   313,053.832   MT  0.99998325   +0 03 56.2
 LX6961;SPC CT       -   764,836.14  1,027,077.45   sFT  0.99998325   +0 03 56.2
 LX6961;UTM  18      - 4,603,604.828   695,874.145   MT  1.00007217   +1 33 31.7
 LX6961
 LX6961                          SUPERSEDED SURVEY CONTROL
 LX6961
 LX6961  NAD 83(1992)-  41 33 36.48525(N)    072 39 03.82040(W) AD(       ) 4
 LX6961  NAD 83(1986)-  41 33 36.48724(N)    072 39 03.82231(W) AD(       ) 4
 LX6961  NAD 27      -  41 33 36.12900(N)    072 39 05.48200(W) AD(       ) 3
 LX6961
 LX6961.Superseded values are not recommended for survey control.
 LX6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6961.See file dsdata.txt to determine how the superseded data were derived.
 LX6961
 LX6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9587403605(NAD 83)
 LX6961
 LX6961  HISTORY     - Date     Condition        Report By
 LX6961  HISTORY     - 1875     MONUMENTED       COASUR
 LX6961  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6961  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX6961
 LX6961                          STATION DESCRIPTION
 LX6961
 LX6961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6961'THE FIRST CONGREGATIONAL CHURCH OF MIDDLETOWN IS ON THE
 LX6961'NORTHEASTERLY PART OF COURT STREET, W OF MAIN STREET.  IT WAS
 LX6961'ORGANIZED IN 1668 AND WAS BUILT IN 1871.  THE CHURCH IS A BROWN
 LX6961'SANDSTONE STRUCTURE WITH A STEEP GABLE SLATE ROOF.
 LX6961'
 LX6961'THE BASE OF THE SPIRE IS SQUARE WITH SMALL SPIRES ON ALL FOUR
 LX6961'CORNERS.  THE UPPER PART OF THE SPIRE IS OCTAGONAL AND HAS A
 LX6961'DORMER ON EVERY OTHER SIDE.  THE SIDES OF THE SPIRE ARE COVERED
 LX6961'WITH SLATE SHINGLES.
 LX6961'
 LX6961'THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 150 FEET.
 LX6961
 LX6961                          STATION RECOVERY (1951)
 LX6961
 LX6961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (FGJ)
 LX6961'STATION DESTROYED.  MR. CECIL WM. DIEFT, CHIEF ENGINEER, DEPARTMENT
 LX6961'OF PUBLIC WORKS MIDDLETOWN, CONNECTION ADVISED THIS OFFICE THAT
 LX6961'THE SPIRE HAD BEEN REMOVED BY THE CHURCH DURING JUNE 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6973 ***********************************************************************
 LX6973  DESIGNATION -  MIDDLETOWN REMINGTON STACK
 LX6973  PID         -  LX6973
 LX6973  STATE/COUNTY-  CT/MIDDLESEX
 LX6973  USGS QUAD   -  MIDDLETOWN (1992)
 LX6973
 LX6973                         *CURRENT SURVEY CONTROL
 LX6973  ___________________________________________________________________
 LX6973* NAD 83(1996)-  41 34 18.57988(N)    072 39 22.61201(W)     ADJUSTED  
 LX6973* NAVD 88     -                                                        
 LX6973  ___________________________________________________________________
 LX6973  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LX6973  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX6973
 LX6973  HORZ ORDER  -  THIRD
 LX6973
 LX6973.The horizontal coordinates were established by classical geodetic methods
 LX6973.and adjusted by the National Geodetic Survey in August 1998..
 LX6973
 LX6973
 LX6973.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6973
 LX6973.The geoid height was determined by GEOID03.
 LX6973
 LX6973;                    North         East     Units Scale Factor Converg.
 LX6973;SPC CT       -   234,420.670   312,616.993   MT  0.99998336   +0 03 43.7
 LX6973;SPC CT       -   769,095.15  1,025,644.25   sFT  0.99998336   +0 03 43.7
 LX6973;UTM  18      - 4,604,891.263   695,403.583   MT  1.00006990   +1 33 20.5
 LX6973
 LX6973                          SUPERSEDED SURVEY CONTROL
 LX6973
 LX6973  NAD 83(1992)-  41 34 18.57920(N)    072 39 22.61202(W) AD(       ) 4
 LX6973  NAD 83(1986)-  41 34 18.58114(N)    072 39 22.61391(W) AD(       ) 4
 LX6973  NAD 27      -  41 34 18.22200(N)    072 39 24.28100(W) AD(       ) 3
 LX6973
 LX6973.Superseded values are not recommended for survey control.
 LX6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6973.See file dsdata.txt to determine how the superseded data were derived.
 LX6973
 LX6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9540404891(NAD 83)
 LX6973
 LX6973  HISTORY     - Date     Condition        Report By
 LX6973  HISTORY     - 1935     MONUMENTED       CGS
 LX6973  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6973  HISTORY     - 1988     GOOD             USPSQD
 LX6973
 LX6973                          STATION DESCRIPTION
 LX6973
 LX6973'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6973'THE REMINGTON NOISELESS TYPEWRITER IS ON THE S BANK OF THE
 LX6973'SEBETHE RIVER IN THE NORTHERN PART OF THE TOWN OF MIDDLETOWN.  THE
 LX6973'PLANT IS A LONG NARROW TWO-STORY BROWN-BRICK BUILDING WITH A
 LX6973'VERY FLAT ROOF.  THE POWER PLANT IS N OF THE EASTERLY END OF THE
 LX6973'BUILDING.  IT IS A ONE-STORY BROWN-BRICK BUILDING WITH A FLAT
 LX6973'ROOF.  THE STACK IS ON THE NORTHERLY SIDE OF THE POWER PLANT
 LX6973'NEAR THE EASTERLY END.  IT IS A CIRCULAR BRICK STRUCTURE THAT
 LX6973'HAS TURNED VERY BLACK FROM SMOKE.  THE STATION IS THE CENTER
 LX6973'LINE OF THE STACK.  HEIGHT ABOUT 200 FEET.
 LX6973
 LX6973                          STATION RECOVERY (1948)
 LX6973
 LX6973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6973'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6973
 LX6973                          STATION RECOVERY (1988)
 LX6973
 LX6973'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6959 ***********************************************************************
 LX6959  DESIGNATION -  MIDDLETOWN RUSSELLS ELEV TANK
 LX6959  PID         -  LX6959
 LX6959  STATE/COUNTY-  CT/MIDDLESEX
 LX6959  USGS QUAD   -  MIDDLETOWN (1992)
 LX6959
 LX6959                         *CURRENT SURVEY CONTROL
 LX6959  ___________________________________________________________________
 LX6959* NAD 83(1996)-  41 34 50.30852(N)    072 41 53.08716(W)     ADJUSTED  
 LX6959* NAVD 88     -                                                        
 LX6959  ___________________________________________________________________
 LX6959  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 LX6959  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6959
 LX6959  HORZ ORDER  -  THIRD
 LX6959
 LX6959.The horizontal coordinates were established by classical geodetic methods
 LX6959.and adjusted by the National Geodetic Survey in August 1998..
 LX6959
 LX6959
 LX6959.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6959
 LX6959.The geoid height was determined by GEOID03.
 LX6959
 LX6959;                    North         East     Units Scale Factor Converg.
 LX6959;SPC CT       -   235,396.589   309,130.296   MT  0.99998348   +0 02 03.9
 LX6959;SPC CT       -   772,296.98  1,014,204.98   sFT  0.99998348   +0 02 03.9
 LX6959;UTM  18      - 4,605,776.034   691,892.358   MT  1.00005316   +1 31 41.5
 LX6959
 LX6959                          SUPERSEDED SURVEY CONTROL
 LX6959
 LX6959  NAD 83(1992)-  41 34 50.30785(N)    072 41 53.08723(W) AD(       ) 4
 LX6959  NAD 83(1986)-  41 34 50.30990(N)    072 41 53.08902(W) AD(       ) 4
 LX6959  NAD 27      -  41 34 49.94800(N)    072 41 54.74700(W) AD(       ) 3
 LX6959
 LX6959.Superseded values are not recommended for survey control.
 LX6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6959.See file dsdata.txt to determine how the superseded data were derived.
 LX6959
 LX6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9189205776(NAD 83)
 LX6959
 LX6959  HISTORY     - Date     Condition        Report By
 LX6959  HISTORY     - 1935     MONUMENTED       CGS
 LX6959
 LX6959                          STATION DESCRIPTION
 LX6959
 LX6959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6959'THE RUSSELL ESTATE IS IN THE NORTHWESTERLY PART OF THE TOWN OF
 LX6959'MIDDLETOWN AND IS ON THE CREST OF A LONG HILL, THE SECOND
 LX6959'RANGE W OF THE CONNECTICUT RIVER.
 LX6959'
 LX6959'THE TANK IS A WOODEN STRUCTURE SUPPORTED ON FOUR IRON
 LX6959'COLUMNS THAT ARE BRACED TOGETHER WITH ROUND PIPING.  THE WATER
 LX6959'COLUMN IS SQUARE AND MADE OF WOOD.  THERE IS AN OCTAGONAL-RAILED
 LX6959'BALCONY AROUND THE BASE OF THE TANK.
 LX6959'
 LX6959'THE STATION IS THE APEX OF THE TANK.  HEIGHT ABOUT 60 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6966 ***********************************************************************
 LX6966  DESIGNATION -  MIDDLETOWN SOUTH CONG CH SPIRE
 LX6966  PID         -  LX6966
 LX6966  STATE/COUNTY-  CT/MIDDLESEX
 LX6966  USGS QUAD   -  MIDDLETOWN (1992)
 LX6966
 LX6966                         *CURRENT SURVEY CONTROL
 LX6966  ___________________________________________________________________
 LX6966* NAD 83(1996)-  41 33 23.14308(N)    072 38 50.15276(W)     ADJUSTED  
 LX6966* NAVD 88     -                                                        
 LX6966  ___________________________________________________________________
 LX6966  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6966  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6966
 LX6966  HORZ ORDER  -  THIRD
 LX6966
 LX6966.The horizontal coordinates were established by classical geodetic methods
 LX6966.and adjusted by the National Geodetic Survey in August 1998..
 LX6966
 LX6966
 LX6966.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6966
 LX6966.The geoid height was determined by GEOID03.
 LX6966
 LX6966;                    North         East     Units Scale Factor Converg.
 LX6966;SPC CT       -   232,711.255   313,371.021   MT  0.99998322   +0 04 05.2
 LX6966;SPC CT       -   763,486.84  1,028,118.09   sFT  0.99998322   +0 04 05.2
 LX6966;UTM  18      - 4,603,201.929   696,201.973   MT  1.00007375   +1 33 40.3
 LX6966
 LX6966                          SUPERSEDED SURVEY CONTROL
 LX6966
 LX6966  NAD 83(1992)-  41 33 23.14239(N)    072 38 50.15275(W) AD(       ) 4
 LX6966  NAD 83(1986)-  41 33 23.14438(N)    072 38 50.15473(W) AD(       ) 4
 LX6966  NAD 27      -  41 33 22.78700(N)    072 38 51.82600(W) AD(       ) 3
 LX6966
 LX6966.Superseded values are not recommended for survey control.
 LX6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6966.See file dsdata.txt to determine how the superseded data were derived.
 LX6966
 LX6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9620203202(NAD 83)
 LX6966
 LX6966  HISTORY     - Date     Condition        Report By
 LX6966  HISTORY     - 1875     MONUMENTED       COASUR
 LX6966  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6966  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6966  HISTORY     - 1988     GOOD             USPSQD
 LX6966  HISTORY     - 19991214 GOOD             USPSQD
 LX6966
 LX6966                          STATION DESCRIPTION
 LX6966
 LX6966'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6966'THE SOUTH CONGREGATIONAL CHURCH OF MIDDLETOWN IS ON THE S SIDE OF
 LX6966'PLEASANT STREET, AND AT THE S END OF MAIN STREET.  THE CHURCH IS A
 LX6966'BROWN BRICK BUILDING WITH A STEEP GABLE SLATE ROOF.  THE PRESENT
 LX6966'BUILDING WAS ERECTED IN 1867.  THE SPIRE IS AT THE NORTHEASTERLY
 LX6966'CORNER OF THE BUILDING AND IT HAS A SQUARE BASE WITH A SMALL
 LX6966'SPIRE ON EACH OF THE FOUR CORNERS.  THE UPPER PART OF THE SPIRE
 LX6966'IS OCTAGONAL WITH A DORMER IN ALTERNATE SIDES, AND IS
 LX6966'COVERED WITH SLATE SHINGLES.  THERE IS A GOLDEN WEATHER VANE
 LX6966'AT THE APEX OF THE SPIRE.  THE STATION IS THE APEX OF THE
 LX6966'SPIRE.  HEIGHT ABOUT 150 FEET.
 LX6966
 LX6966                          STATION RECOVERY (1969)
 LX6966
 LX6966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6966'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION BY G.C.M. IN
 LX6966'1935 IS ADEQUATE AND COMPLETE FOR RECOVERY.
 LX6966
 LX6966                          STATION RECOVERY (1988)
 LX6966
 LX6966'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6966'RECOVERED IN GOOD CONDITION.
 LX6966
 LX6966                          STATION RECOVERY (1999)
 LX6966
 LX6966'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX6966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6950 ***********************************************************************
 LX6950  DESIGNATION -  MIDDLETOWN ST HOSP COAL ELEV
 LX6950  PID         -  LX6950
 LX6950  STATE/COUNTY-  CT/MIDDLESEX
 LX6950  USGS QUAD   -  MIDDLETOWN (1992)
 LX6950
 LX6950                         *CURRENT SURVEY CONTROL
 LX6950  ___________________________________________________________________
 LX6950* NAD 83(1996)-  41 33 35.38762(N)    072 37 46.63348(W)     ADJUSTED  
 LX6950* NAVD 88     -                                                        
 LX6950  ___________________________________________________________________
 LX6950  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LX6950  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX6950
 LX6950  HORZ ORDER  -  THIRD
 LX6950
 LX6950.The horizontal coordinates were established by classical geodetic methods
 LX6950.and adjusted by the National Geodetic Survey in August 1998..
 LX6950
 LX6950
 LX6950.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6950
 LX6950.The geoid height was determined by GEOID03.
 LX6950
 LX6950;                    North         East     Units Scale Factor Converg.
 LX6950;SPC CT       -   233,090.909   314,842.416   MT  0.99998324   +0 04 47.3
 LX6950;SPC CT       -   764,732.42  1,032,945.49   sFT  0.99998324   +0 04 47.3
 LX6950;UTM  18      - 4,603,619.834   697,663.113   MT  1.00008083   +1 34 22.9
 LX6950
 LX6950                          SUPERSEDED SURVEY CONTROL
 LX6950
 LX6950  NAD 83(1992)-  41 33 35.38694(N)    072 37 46.63345(W) AD(       ) 4
 LX6950  NAD 83(1986)-  41 33 35.38889(N)    072 37 46.63542(W) AD(       ) 4
 LX6950  NAD 27      -  41 33 35.03100(N)    072 37 48.30400(W) AD(       ) 3
 LX6950
 LX6950.Superseded values are not recommended for survey control.
 LX6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6950.See file dsdata.txt to determine how the superseded data were derived.
 LX6950
 LX6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9766303620(NAD 83)
 LX6950
 LX6950  HISTORY     - Date     Condition        Report By
 LX6950  HISTORY     - 1935     MONUMENTED       CGS
 LX6950  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6950
 LX6950                          STATION DESCRIPTION
 LX6950
 LX6950'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6950'THE MIDDLETOWN STATE HOSPITAL COAL ELEVATOR IS ON THE WESTERLY
 LX6950'SIDE OF THE CONNECTICUT RIVER, ABOUT A MILE S OF THE RAILROAD
 LX6950'BRIDGE.  IT IS ABOUT 12 FEET SQUARE AND THE SIDES ARE MADE OF
 LX6950'CORRUGATED STEEL.  IT IS SUPPORTED ON A CONCRETE FOUNDATION
 LX6950'THAT IS COMPLETELY SURROUNDED BY WATER.  THERE ARE TWO INCLINED
 LX6950'RAILWAYS FOR CARRYING THE COAL TO THE TOP OF THE HILL W
 LX6950'OF THE RIVER.
 LX6950'
 LX6950'THE STATION IS THE CENTER LINE OF THE ELEVATOR.  HEIGHT
 LX6950'ABOUT 75 FEET.
 LX6950
 LX6950                          STATION RECOVERY (1948)
 LX6950
 LX6950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6950'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7006 ***********************************************************************
 LX7006  DESIGNATION -  MIDDLETOWN STANDPIPE
 LX7006  PID         -  LX7006
 LX7006  STATE/COUNTY-  CT/MIDDLESEX
 LX7006  USGS QUAD   -  MIDDLETOWN (1992)
 LX7006
 LX7006                         *CURRENT SURVEY CONTROL
 LX7006  ___________________________________________________________________
 LX7006* NAD 83(1996)-  41 32 40.47308(N)    072 37 36.11454(W)     ADJUSTED  
 LX7006* NAVD 88     -                                                        
 LX7006  ___________________________________________________________________
 LX7006  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX7006  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7006
 LX7006  HORZ ORDER  -  THIRD
 LX7006
 LX7006.The horizontal coordinates were established by classical geodetic methods
 LX7006.and adjusted by the National Geodetic Survey in August 1998..
 LX7006
 LX7006
 LX7006.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7006
 LX7006.The geoid height was determined by GEOID03.
 LX7006
 LX7006;                    North         East     Units Scale Factor Converg.
 LX7006;SPC CT       -   231,397.099   315,088.574   MT  0.99998316   +0 04 54.3
 LX7006;SPC CT       -   759,175.32  1,033,753.10   sFT  0.99998316   +0 04 54.3
 LX7006;UTM  18      - 4,601,932.846   697,953.347   MT  1.00008225   +1 34 28.2
 LX7006
 LX7006                          SUPERSEDED SURVEY CONTROL
 LX7006
 LX7006  NAD 83(1992)-  41 32 40.47238(N)    072 37 36.11452(W) AD(       ) 4
 LX7006  NAD 83(1986)-  41 32 40.47443(N)    072 37 36.11661(W) AD(       ) 4
 LX7006  NAD 27      -  41 32 40.11715(N)    072 37 37.78448(W) AD(       ) 3
 LX7006
 LX7006.Superseded values are not recommended for survey control.
 LX7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7006.See file dsdata.txt to determine how the superseded data were derived.
 LX7006
 LX7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9795301933(NAD 83)
 LX7006
 LX7006  HISTORY     - Date     Condition        Report By
 LX7006  HISTORY     - 1976     MONUMENTED       NGS
 LX7006
 LX7006                          STATION DESCRIPTION
 LX7006
 LX7006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX7006'MIDDLETOWN STANDPIPE IS ABOUT 3/4 MILE SOUTHEAST OF MIDDLETOWN,
 LX7006'JUST EAST OF STATE HIGHWAY 9 AND ON THE PROPERTY OF THE CITY
 LX7006'OF MIDDLETOWN.
 LX7006'
 LX7006'TO REACH THE STATION FROM EXIT 12 OFF OF STATE HIGHWAY 9, JUST
 LX7006'SOUTHEAST OF MIDDLETOWN, GO NORTH ON BOW LANE FOR ABOUT 50 FEET
 LX7006'TO A PAVED SIDE ROAD RIGHT LEADING TO THE STANDPIPE.  TURN
 LX7006'RIGHT AND GO EASTERLY ON THE PAVED ROAD FOR 0.1 MILE TO A
 LX7006'LOCKED GATE.  CONTINUE EASTERLY, PASSING THROUGH THE GATE FOR
 LX7006'0.2 MILE TO THE TOP OF THE HILL, A FENCED COMPOUND AND THE
 LX7006'STATION AS DESCRIBED.
 LX7006'
 LX7006'THE STATION IS THE FINIAL OF A 90 FOOT STEEL WATER STANDPIPE
 LX7006'WHICH IS PAINTED SILVER.
 LX7006'
 LX7006'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 LX7006'STATION BISHEL RM 3, THE DISTANCE BEING 57.92 FEET
 LX7006'OR 17.652 METERS.
 LX7006'
 LX7006'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6943 ***********************************************************************
 LX6943  DESIGNATION -  MIDDLETOWN STATE HOSP TOWER
 LX6943  PID         -  LX6943
 LX6943  STATE/COUNTY-  CT/MIDDLESEX
 LX6943  USGS QUAD   -  MIDDLETOWN (1992)
 LX6943
 LX6943                         *CURRENT SURVEY CONTROL
 LX6943  ___________________________________________________________________
 LX6943* NAD 83(1996)-  41 33 01.88805(N)    072 37 45.15078(W)     ADJUSTED  
 LX6943* NAVD 88     -                                                        
 LX6943  ___________________________________________________________________
 LX6943  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 LX6943  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX6943
 LX6943  HORZ ORDER  -  THIRD
 LX6943
 LX6943.The horizontal coordinates were established by classical geodetic methods
 LX6943.and adjusted by the National Geodetic Survey in August 1998..
 LX6943
 LX6943
 LX6943.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6943
 LX6943.The geoid height was determined by GEOID03.
 LX6943
 LX6943;                    North         East     Units Scale Factor Converg.
 LX6943;SPC CT       -   232,057.470   314,878.217   MT  0.99998318   +0 04 48.3
 LX6943;SPC CT       -   761,341.88  1,033,062.95   sFT  0.99998318   +0 04 48.3
 LX6943;UTM  18      - 4,602,587.578   697,725.836   MT  1.00008114   +1 34 22.8
 LX6943
 LX6943                          SUPERSEDED SURVEY CONTROL
 LX6943
 LX6943  NAD 83(1992)-  41 33 01.88735(N)    072 37 45.15072(W) AD(       ) 4
 LX6943  NAD 83(1986)-  41 33 01.88931(N)    072 37 45.15276(W) AD(       ) 4
 LX6943  NAD 27      -  41 33 01.53000(N)    072 37 46.82000(W) AD(       ) 3
 LX6943
 LX6943.Superseded values are not recommended for survey control.
 LX6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6943.See file dsdata.txt to determine how the superseded data were derived.
 LX6943
 LX6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9772602588(NAD 83)
 LX6943
 LX6943  HISTORY     - Date     Condition        Report By
 LX6943  HISTORY     - 1935     MONUMENTED       CGS
 LX6943  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6943
 LX6943                          STATION DESCRIPTION
 LX6943
 LX6943'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6943'THE MIDDLETOWN STATE HOSPITAL FOR THE INSANE IS IN THE
 LX6943'SOUTHEASTERLY PART OF THE TOWN OF MIDDLETOWN.
 LX6943'
 LX6943'THE TOWER OF THE ADMINISTRATION BUILDING IS ON THE W SIDE OF THE
 LX6943'BUILDING AND ABOUT THE CENTER OF THE FRONT OF THE BUILDING.  IT
 LX6943'IS A THREE-STORY BROWN-BRICK BUILDING WITH THE LONG AXIS N AND S.
 LX6943'
 LX6943'THE TOWER IS SQUARE AND ALSO OF BROWN-BRICK.  THE ROOF OF THE
 LX6943'TOWER IS A SQUARE PYRAMID WITH A DORMER IN EACH SIDE AND IS COVERED
 LX6943'WITH SLATE SHINGLES.
 LX6943'
 LX6943'THE STATION IS THE APEX OF THE ROOF.  HEIGHT ABOUT 100 FEET.
 LX6943
 LX6943                          STATION RECOVERY (1948)
 LX6943
 LX6943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6943'THE ONLY TOWER WHICH FITS THE ORIGINAL DESCRIPTION OF THIS STATION
 LX6943'IS ON THE MIDDLE HOSPITAL AND THIS BUILDING HAS NEVER BEEN USED AS
 LX6943'THE ADMINISTRATION BUILDING.  NEITHER HAS THERE EVER BEEN A TOWER
 LX6943'ON THE ADMINISTRATION BUILDING, ACCORDING TO LOCAL INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6944 ***********************************************************************
 LX6944  DESIGNATION -  MIDDLETOWN STATE HOSPITAL STK
 LX6944  PID         -  LX6944
 LX6944  STATE/COUNTY-  CT/MIDDLESEX
 LX6944  USGS QUAD   -  MIDDLETOWN (1992)
 LX6944
 LX6944                         *CURRENT SURVEY CONTROL
 LX6944  ___________________________________________________________________
 LX6944* NAD 83(1996)-  41 33 08.50508(N)    072 37 45.08889(W)     ADJUSTED  
 LX6944* NAVD 88     -                                                        
 LX6944  ___________________________________________________________________
 LX6944  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LX6944  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX6944
 LX6944  HORZ ORDER  -  THIRD
 LX6944
 LX6944.The horizontal coordinates were established by classical geodetic methods
 LX6944.and adjusted by the National Geodetic Survey in August 1998..
 LX6944
 LX6944
 LX6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6944
 LX6944.The geoid height was determined by GEOID03.
 LX6944
 LX6944;                    North         East     Units Scale Factor Converg.
 LX6944;SPC CT       -   232,261.612   314,879.366   MT  0.99998319   +0 04 48.4
 LX6944;SPC CT       -   762,011.64  1,033,066.72   sFT  0.99998319   +0 04 48.4
 LX6944;UTM  18      - 4,602,791.701   697,721.665   MT  1.00008112   +1 34 23.1
 LX6944
 LX6944                          SUPERSEDED SURVEY CONTROL
 LX6944
 LX6944  NAD 83(1992)-  41 33 08.50439(N)    072 37 45.08884(W) AD(       ) 4
 LX6944  NAD 83(1986)-  41 33 08.50634(N)    072 37 45.09091(W) AD(       ) 4
 LX6944  NAD 27      -  41 33 08.14600(N)    072 37 46.76100(W) AD(       ) 3
 LX6944
 LX6944.Superseded values are not recommended for survey control.
 LX6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6944.See file dsdata.txt to determine how the superseded data were derived.
 LX6944
 LX6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9772202792(NAD 83)
 LX6944
 LX6944  HISTORY     - Date     Condition        Report By
 LX6944  HISTORY     - 1935     MONUMENTED       CGS
 LX6944  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX6944
 LX6944                          STATION DESCRIPTION
 LX6944
 LX6944'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6944'THE MIDDLETOWN STATE HOSPITAL FOR THE INSANE IS IN THE SOUTHEASTERLY
 LX6944'PART OF THE TOWN OF MIDDLETOWN.
 LX6944'
 LX6944'THE STACK IS AT THE NORTHWESTERLY CORNER OF THE STEAM PLANT AND ON
 LX6944'THE SOUTHERLY SIDE OF THE DRIVE.  THE BASE OF THE STACK IS
 LX6944'OCTAGONAL FOR ABOUT 15 FEET, FROM THERE IT IS ROUND AND MADE OF
 LX6944'DARK BROWN-BRICK.  THERE ARE THREE RED RINGS NEAR THE TOP OF
 LX6944'THE STACK.
 LX6944'
 LX6944'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT
 LX6944'175 FEET.
 LX6944
 LX6944                          STATION RECOVERY (1957)
 LX6944
 LX6944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LX6944'THE STATION WAS TORN DOWN AND REBUILT IN 1951.  NO VERIFICATION
 LX6944'COULD BE MADE AS TO THE RELATIVE POSITION OF THE OLD STACK AND
 LX6944'POWER HOUSE, THEREFORE THE STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6974 ***********************************************************************
 LX6974  DESIGNATION -  MIDDLETOWN WESLEYAN CHAPEL
 LX6974  PID         -  LX6974
 LX6974  STATE/COUNTY-  CT/MIDDLESEX
 LX6974  USGS QUAD   -  MIDDLETOWN (1992)
 LX6974
 LX6974                         *CURRENT SURVEY CONTROL
 LX6974  ___________________________________________________________________
 LX6974* NAD 83(1996)-  41 33 20.61087(N)    072 39 21.45407(W)     ADJUSTED  
 LX6974* NAVD 88     -                                                        
 LX6974  ___________________________________________________________________
 LX6974  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX6974  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6974
 LX6974  HORZ ORDER  -  THIRD
 LX6974
 LX6974.The horizontal coordinates were established by classical geodetic methods
 LX6974.and adjusted by the National Geodetic Survey in August 1998..
 LX6974
 LX6974
 LX6974.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6974
 LX6974.The geoid height was determined by GEOID03.
 LX6974
 LX6974;                    North         East     Units Scale Factor Converg.
 LX6974;SPC CT       -   232,632.309   312,645.766   MT  0.99998321   +0 03 44.5
 LX6974;SPC CT       -   763,227.83  1,025,738.65   sFT  0.99998321   +0 03 44.5
 LX6974;UTM  18      - 4,603,104.103   695,478.957   MT  1.00007027   +1 33 19.5
 LX6974
 LX6974                          SUPERSEDED SURVEY CONTROL
 LX6974
 LX6974  NAD 83(1992)-  41 33 20.61017(N)    072 39 21.45406(W) AD(       ) 4
 LX6974  NAD 83(1986)-  41 33 20.61219(N)    072 39 21.45602(W) AD(       ) 4
 LX6974  NAD 27      -  41 33 20.25300(N)    072 39 23.11700(W) AD(       ) 3
 LX6974
 LX6974.Superseded values are not recommended for survey control.
 LX6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6974.See file dsdata.txt to determine how the superseded data were derived.
 LX6974
 LX6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9547903104(NAD 83)
 LX6974_MARKER: 90 = CHURCH SPIRE
 LX6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6974+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX6974
 LX6974  HISTORY     - Date     Condition        Report By
 LX6974  HISTORY     - 1875     FIRST OBSERVED   COASUR
 LX6974  HISTORY     - 1935     GOOD             CGS
 LX6974  HISTORY     - 1948     GOOD             CGS
 LX6974  HISTORY     - 1984     GOOD             USPSQD
 LX6974  HISTORY     - 1988     GOOD             USPSQD
 LX6974  HISTORY     - 19991214 GOOD             USPSQD
 LX6974  HISTORY     - 20040101 GOOD             USPSQD
 LX6974
 LX6974                          STATION DESCRIPTION
 LX6974
 LX6974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6974'THE WESLEYAN COLLEGE IS IN THE WESTERN PART OF MIDDLETOWN.  MOST
 LX6974'OF THE BUILDINGS ARE MADE OF BROWN SANDSTONE AND ARE COVERED WITH
 LX6974'IVY VINES.
 LX6974'
 LX6974'THE CHAPEL IS THE THIRD BUILDING FROM THE S END OF THE CAMPUS
 LX6974'AND IS ON THE EASTERLY SIDE OF THE BASEBALL FIELD.  THE BUILDING
 LX6974'IS MADE OF BROWN SANDSTONE AND HAS A VERY STEEP SLATE ROOF AND A
 LX6974'TURRET AT THE W END.
 LX6974'
 LX6974'THE SPIRE IS AT THE NORTHEASTERLY CORNER OF THE BUILDING.  IT
 LX6974'IS OCTAGONAL IN SHAPE AND VERY BRIGHT IN COLOR, THE SIDES ARE
 LX6974'SLATE.  THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 125
 LX6974'FEET.
 LX6974
 LX6974                          STATION RECOVERY (1948)
 LX6974
 LX6974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6974'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6974
 LX6974                          STATION RECOVERY (1984)
 LX6974
 LX6974'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX6974'STATION FOUND GOOD.
 LX6974'DESCRIPTION AS PER J.S. 1948, AND G.C.M. 1935 IS ADEQUATE.
 LX6974
 LX6974                          STATION RECOVERY (1988)
 LX6974
 LX6974'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6974'RECOVERED IN GOOD CONDITION.
 LX6974
 LX6974                          STATION RECOVERY (1999)
 LX6974
 LX6974'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX6974'RECOVERED IN GOOD CONDITION.
 LX6974
 LX6974                          STATION RECOVERY (2004)
 LX6974
 LX6974'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6974'ABT .5 MI W ON SR 66 FROM SR 9 AT MIDDLETOWN CT TO HIGH ST. TURN LEFT,
 LX6974'S, ON HIGH ST, ABT .3 MI TO WYLLYS ST. ON R. THENCE .2 MI TO WESLEYAN
 LX6974'CHAPEL ON R, ABT 500 FT W ON HIGH ST. CHAPEL IS BROWN SANDSTONE W/
 LX6974'SPIRE ON NE CORNER, W/ ORNATE ORB ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3702 ***********************************************************************
 LX3702  DESIGNATION -  MILFORD 2 RESET
 LX3702  PID         -  LX3702
 LX3702  STATE/COUNTY-  CT/NEW HAVEN
 LX3702  USGS QUAD   -  MILFORD (1984)
 LX3702
 LX3702                         *CURRENT SURVEY CONTROL
 LX3702  ___________________________________________________________________
 LX3702* NAD 83(1996)-  41 13 26.32852(N)    073 01 13.98652(W)     ADJUSTED  
 LX3702* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 LX3702  ___________________________________________________________________
 LX3702  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LX3702  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX3702
 LX3702  HORZ ORDER  -  FIRST
 LX3702
 LX3702.The horizontal coordinates were established by classical geodetic methods
 LX3702.and adjusted by the National Geodetic Survey in August 1998..
 LX3702
 LX3702.The orthometric height was scaled from a topographic map.
 LX3702
 LX3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3702
 LX3702.The geoid height was determined by GEOID03.
 LX3702
 LX3702;                    North         East     Units Scale Factor Converg.
 LX3702;SPC CT       -   195,819.916   282,115.005   MT  0.99999767   -0 10 45.8
 LX3702;SPC CT       -   642,452.51    925,572.31   sFT  0.99999767   -0 10 45.8
 LX3702;SPC NY L     -   117,873.202   382,126.076   MT  1.00001615   +0 38 26.3
 LX3702;SPC NY L     -   386,722.33  1,253,691.97   sFT  1.00001615   +0 38 26.3
 LX3702;UTM  18      - 4,565,510.572   665,914.198   MT  0.99993879   +1 18 17.1
 LX3702
 LX3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3702!SPC CT       -   0.99999689  x   0.99999767  =   0.99999456
 LX3702!SPC NY L     -   0.99999689  x   1.00001615  =   1.00001304
 LX3702!UTM  18      -   0.99999689  x   0.99993879  =   0.99993568
 LX3702
 LX3702:                Primary Azimuth Mark                     Grid Az
 LX3702:SPC CT       -  AVIATION BCN REV WHITE GREEN             062 48 41.8
 LX3702:SPC NY L     -  AVIATION BCN REV WHITE GREEN             061 59 29.7
 LX3702:UTM  18      -  AVIATION BCN REV WHITE GREEN             061 19 38.9
 LX3702
 LX3702|---------------------------------------------------------------------|
 LX3702| PID    Reference Object                     Distance      Geod. Az  |
 LX3702|                                                           dddmmss.s |
 LX3702| LX6482 AVIATION BCN REV WHITE GREEN        APPROX.12.3 KM 0623756.0 |
 LX3702| CB4690 MILFORD 2 RM 1                       29.002 METERS 11747     |
 LX3702| LX3693 STRATFORD                           APPROX.10.6 KM 2205922.1 |
 LX3702| LX3813 AIRWAY BEACON 1                     APPROX.22.3 KM 2775857.9 |
 LX3702| CB4691 MILFORD 2 RM 2 RESET                               30435     |
 LX3702| CB4692 MILFORD 2 RM 3                                     33011     |
 LX3702|---------------------------------------------------------------------|
 LX3702
 LX3702                          SUPERSEDED SURVEY CONTROL
 LX3702
 LX3702  NAD 83(1992)-  41 13 26.32738(N)    073 01 13.98619(W) AD(       ) 1
 LX3702  NAD 83(1986)-  41 13 26.33139(N)    073 01 13.99245(W) AD(       ) 1
 LX3702  NAD 27      -  41 13 25.98521(N)    073 01 15.60814(W) AD(       ) 1
 LX3702
 LX3702.Superseded values are not recommended for survey control.
 LX3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3702.See file dsdata.txt to determine how the superseded data were derived.
 LX3702
 LX3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6591465511(NAD 83)
 LX3702_MARKER: N = NAIL
 LX3702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3702
 LX3702  HISTORY     - Date     Condition        Report By
 LX3702  HISTORY     - 1932     MONUMENTED       CGS
 LX3702  HISTORY     - 1908     GOOD             CGS
 LX3702  HISTORY     - 1931     GOOD             CGS
 LX3702  HISTORY     - 1931     GOOD             CGS
 LX3702  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3702  HISTORY     - 1947     GOOD             CGS
 LX3702  HISTORY     - 1947     SEE DESCRIPTION  CGS
 LX3702  HISTORY     - 1962     GOOD             CGS
 LX3702
 LX3702                          STATION DESCRIPTION
 LX3702
 LX3702'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HPR)
 LX3702'STATION LOCATED ON THE LAND OF THE CLARKES, USUALLY CALLED CLARKES
 LX3702'HILL.  THE CLEARED HILL IMMEDIATELY NE IS CALLED EELS HILL.  SIGNAL
 LX3702'IS IN OPEN FIELD, ON THE ROAD FROM MILFORD TO WESTHAVEN, NEAR
 LX3702'FIRST TURN TO LEFT AFTER PASSING THE ROAD LEADING TO POND
 LX3702'POINT.  THERE IS A DWELLING HOUSE CLOSE TO SIGNAL.  THE FIELD IS
 LX3702'THE SECOND ONE FROM THE ROAD AND CONTAINS SEVERAL TREES.
 LX3702'MEASURES WERE MADE TO TWO TREES ALONG THE E FENCE OF THE FIELD.
 LX3702'TO THE N WALNUT TREE IS 201 FEET, 8 INCHES.  TO THE S WALNUT
 LX3702'TREE IS 67 FEET.  THE TREES ARE 249 FEET APART.  MARKING NOT
 LX3702'DESCRIBED IN ORIGINAL DESCRIPTION.  IN 1871 THE STATION WAS
 LX3702'RECOVERED ACCORDING TO E. GOODFELLOW, BUT THE DISTANCES
 LX3702'HE GIVES ARE NOT IN ACCORD WITH THOSE ABOVE.  HE GIVES THE
 LX3702'DISTANCES USED IN THE RECOVERY AND IDENTIFICATION AS--TO N
 LX3702'WALNUT TREE 201.8 FEET.  S WALNUT TREE 142 FEET.  APPLE TREE
 LX3702'74.6 FEET.  THESE DISTANCES BROUGHT THE POINT TO WITHIN 3
 LX3702'FEET OF THE POINT INDICATED ON THE GROUND BY ASA CLARKE, OWNER
 LX3702'OF THE GROUND AND RESIDENT OF THE PREMISES AT TIME STATION
 LX3702'WAS ESTABLISHED.  THE UNDERGROUND MARK IS A SECTION OF TERRA
 LX3702'COTTA DRAIN PIPE 9-1/2 INCHES UPPER DIAMETER, 7-3/4
 LX3702'INCHES AT BOTTOM AND 8-1/2 INCHES LONG, BURIED 2-3/4 FEET
 LX3702'BELOW SURFACE OF GROUND.  IN CENTER OF CYLINDER WAS PLACED A
 LX3702'CHESTNUT STAKE WITH COPPER NAIL IN TOP TO MARK CENTER.
 LX3702'TOP OF STAKE IS 19 INCHES BELOW SURFACE OF
 LX3702'GROUND.  STATION WAS MARKED ON SURFACE BY CHESTNUT STAKE WITH
 LX3702'COPPER NAIL IN CENTER.  THE S WALNUT TREE BEARS E OF S (TRUE)
 LX3702'71 DEG 33 MIN.  APPLE TREE BEARS E OF N (TRUE) 58 DEG 26
 LX3702'MIN.  N WALNUT TREE BEARS W OF N (TRUE) 40 DEG 10 MIN.
 LX3702'
 LX3702'IN 1881 G. BRADFORD FOUND THE SIGNAL STANDING AND DIGGING UNDER
 LX3702'CENTER POLE FOUND NO MARKS EXCEPT A BIT OF POINTED WOOD, ROTTEN
 LX3702'WHICH MAY HAVE BEEN THE CHESTNUT STAKE DESCRIBED BY GOODFELLOW.
 LX3702'
 LX3702'IN 1884 W.C. HODGKINS FOUND THE REMAINS OF THE OLD TRIPOD LYING
 LX3702'NEAR THE STATION, WHICH WAS MARKED BY A TACK IN AN ASH STAKE
 LX3702'BURIED IN THE GROUND AND SURROUNDED BY STONES.  THE UNDERGROUND
 LX3702'MARK WAS NOT SEARCHED FOR.  ADDITIONAL REFERENCES WERE ESTABLISHED
 LX3702'AS FOLLOWS--HOLES WERE DRILLED IN TWO BOULDERS BURIED IN THE
 LX3702'GROUND.  THE HOLES WERE 86 FEET, 9 INCHES APART.  THE ANGLES AT
 LX3702'THE STATION FROM S.W. LEDGE L.H. TO HOLES AND THEIR DISTANCES
 LX3702'WERE--59 DEG 33 MIN, 59 FEET, 9 INCHES.  135 DEG 11 MIN, 92
 LX3702'FEET 1 INCH.
 LX3702'
 LX3702'IN 1904 J.B. BAYLOR FOUND THE TERRA COTTA DRAIN PIPE PLACED
 LX3702'HERE IN 1833 OR 1871.  IT WAS IN GOOD CONDITION.  THE REFERENCE
 LX3702'TREES HAD DISAPPEARED.  THE REFERENCE ROCKS WERE FOUND.  THEIR
 LX3702'ANGLES FROM S.W.LEDGE L.H. AND DISTANCES FROM STATION WERE--
 LX3702'224 DEG 15 MIN, 92.85 FEET.  289 DEG 42 MIN, 59.30 FEET.  THE
 LX3702'DISTANCES CHECK RATHER POORLY, AND ASSUMING THAT THE ANGLES WERE
 LX3702'MEASURED IN REVERSE DIRECTIONS, THAT IS THAT THE 1904 ANGLES
 LX3702'ARE EXPLEMENTS OF THE 1884 ANGLES, THE DISAGREEMENT IS MARKED
 LX3702'FOR THE NEARER ROCK.
 LX3702'
 LX3702'IN 1904 A NEW SURFACE MARK WAS PLACED, CONSISTING OF A BLOCK
 LX3702'OF DRESSED GRANITE 18 INCHES SQUARE AND 8 INCHES THICK, WITH
 LX3702'DRILL HOLE AND TRIANGLE ON TOP.  TOP OF ROCK IS 3 INCHES BELOW
 LX3702'SURFACE OF GROUND.  THE CLARKE FAMILY STILL OWNED THE PROPERTY.
 LX3702'
 LX3702'IN 1908 H.P.RITTER VISITED THE STATION AND RECOVERED THE
 LX3702'GRANITE BLOCK SURFACE MARK, LIKEWISE THE TWO REFERENCE ROCKS WITH
 LX3702'DRILL HOLES IN TOP.  HE DID NOT SEARCH FOR THE SUB-SURFACE
 LX3702'MARK.  THE LETTERS U.S. WERE CUT IN THE TOP OF THE GRANITE
 LX3702'BLOCK, ONE ON EITHER SIDE OF THE APEX OF THE TRIANGLE.
 LX3702
 LX3702                          STATION RECOVERY (1931)
 LX3702
 LX3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX3702'RECOVERED AS DESCRIBED IN 1908 DESCRIPTION OF H.P. RITTER WITH
 LX3702'THE EXCEPTION THAT ONE REFERENCE MARK COULD NOT BE FOUND.  A
 LX3702'FEW DAYS PRIOR TO OUR RECOVERY (LT. (J.G.) G.R. SHELTON) THE FIRST
 LX3702'ORDER RECONNAISSANCE PARTY UNDER LIEUT. F.L. GALLEN LIKEWISE
 LX3702'SEARCHED FOR AND RECOVERED THIS MARK.  AFTER CONFERRING WITH HIM
 LX3702'IT WAS MUTUALLY DECIDED THAT THE RECOVERY WAS SATISFACTORY,
 LX3702'AND HIS INTENTION IS TO ASSUME IT TO BE CORRECT FOR USE IN
 LX3702'FIRST ORDER WORK IN 1932.  OUR USE OF IT IN 1931 WAS FOR THIRD
 LX3702'ORDER WORK ONLY IN LOCATING BREAKWATER LIGHTS IN THE
 LX3702'HARBOR.  LIEUT. GALLEN INTENDS TO RE-MARK THE STATION
 LX3702'WHEN IT IS OCCUPIED IN 1932.
 LX3702
 LX3702                          STATION RECOVERY (1931)
 LX3702
 LX3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LX3702'RECOVERED IN GOOD CONDITION.  SURFACE MARK, AS DESCRIBED.  ON
 LX3702'PROPERTY NOW OWNED BY MR. CHARLES W. CLARKE, WHO RESIDES ON
 LX3702'IT.  STATION SITE KNOWN AS CLARKES HILL.
 LX3702'
 LX3702'ONE REFERENCE MARK WAS FOUND, AS DESCRIBED, DRILL HOLE IN STONE,
 LX3702'18.05 METERS FROM STATION.  OTHER REFERENCE MARK IN ORIGINAL
 LX3702'DESCRIPTION NOT FOUND.
 LX3702
 LX3702                          STATION RECOVERY (1932)
 LX3702
 LX3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX3702'THE TERRA COTTA UNDERGROUND MARK SET IN 1871 AND THE SURFACE
 LX3702'MARK OF GRANITE SET IN 1904 WERE RECOVERED IN GOOD CONDITION.  A
 LX3702'NEW STATION MARK AS DESCRIBED WAS ESTABLISHED
 LX3702'IN THE SAME POSITION AS THE GRANITE MARK OF 1904, AND STAMPED
 LX3702'MILFORD 2 1932.  THREE NEW REFERENCE MARKS AS DESCRIBED
 LX3702'WERE ESTABLISHED AND STAMPED MILFORD 2
 LX3702'1932.  MR. CHARLES W. CLARKE IS THE OWNER OF THE PROPERTY.  A
 LX3702'103-FOOT SIGNAL WAS USED.
 LX3702'
 LX3702'REFERENCE MARK NO.1 IS SE OF STATION, 20.7 METERS SE OF SMALL
 LX3702'TREE JUST SSE OF BOY SCOUT CABIN.  14 METERS NE OF APPLE ORCHARD.
 LX3702'
 LX3702'REFERENCE MARK NO.2 IS WNW OF STATION ON N SIDE OF HIGHWAY
 LX3702'122, 8 METERS N OF CENTER LINE.  1 METER N OF FENCE LINE,
 LX3702'APPROXIMATELY 75 METERS NE OF STANDARD SERVICE STATION ON N SIDE OF
 LX3702'HIGHWAY.
 LX3702'
 LX3702'REFERENCE MARK NO.3 IS NW OF STATION SET IN ROCK IN PLOWED
 LX3702'FIELD, 13.4 METERS WNW OF ROAD TO STATION.  13.4 METERS NE OF
 LX3702'30-INCH TREE.
 LX3702
 LX3702                          STATION RECOVERY (1947)
 LX3702
 LX3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (ITS)
 LX3702'STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED AS DESCRIBED
 LX3702'AND ARE IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN REMOVED
 LX3702'AND DESTROYED.  REFERENCE MARK 2 (AZIMUTH MARK) WAS LOWERED
 LX3702'APPROXIMATELY 2 FEET IN ORDER THAT THE NEW PROPERTY OWNER
 LX3702'MRS. MARGARET SEILER COULD HAVE THE GROUND GRADED TO THE LEVEL
 LX3702'OF THE CONCRETE HIGHWAY.
 LX3702'
 LX3702'A NEW DESCRIPTION OF REFERENCE MARK 2 FOLLOWS--
 LX3702'
 LX3702'REFERENCE MARK 2 IS WNW OF THE STATION, ON THE N SIDE OF STATE
 LX3702'HIGHWAY 122, 8 METERS N OF THE CENTER LINE OF HIGHWAY.  4 METERS
 LX3702'WNW OF TELEPHONE POLE, AND APPROXIMATELY 75 METERS E OF THE HOME OF
 LX3702'N. AND L. RIVARD, ON PROPERTY OWNED BY MRS. MARGARET SEILER.
 LX3702
 LX3702                          STATION RECOVERY (1947)
 LX3702
 LX3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (ITS)
 LX3702'STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
 LX3702'CONDITION.  REFERENCE MARK 1 HAS BEEN DESTROYED.  STATION AND
 LX3702'UNDERGROUND MARKS WERE LOWERED SO THAT THE STATION MARK IS
 LX3702'APPROXIMATELY 15 INCHES BELOW THE SURFACE OF THE GROUND.  A
 LX3702'NEW DESCRIPTION FOLLOWS--
 LX3702'
 LX3702'THE STATION IS ON A HIGH PROMINENT HILL, EQUALLY WELL KNOWN
 LX3702'LOCALLY AS EELS HILL, AND CLARKS HILL, ABOUT 2 MILES E OF
 LX3702'MILFORD.  THE HILL IS NOW A REAL ESTATE DEVELOPMENT CALLED
 LX3702'EELS HILL.  MOST OF THE LOTS HAVE BEEN SOLD AND CONSIDERABLE
 LX3702'BUILDING IS CONTEMPLATED.  THE LOT ON WHICH THE STATION IS
 LX3702'LOCATED IS OWNED BY MR. JOSEPH DOOLITTLE, 53 POND STREET,
 LX3702'MILFORD, CONNECTICUT.  THE STATION MARK IS ON THE HIGHEST
 LX3702'PART OF THE HILL ON THE W SIDE OF THE CLARKS HILL ROAD AND
 LX3702'0.8 METER W OF A 4-INCH TRIANGLE CUT IN THE W CURB OF THE
 LX3702'ROAD.
 LX3702'
 LX3702'SURFACE AND UNDERGROUND MARKS WERE RESET WITH THE TOP MARK
 LX3702'APPROXIMATELY 15 INCHES BELOW THE SURFACE OF THE SURROUNDING
 LX3702'GROUND.  THEY ARE BRONZE STATION DISKS SET IN CONCRETE AND ARE
 LX3702'STAMPED MILFORD 2 1932.
 LX3702'
 LX3702'TO REACH THE STATION FROM MILFORD, GO E ON STATE HIGHWAY 122
 LX3702'FOR 2 MILES TO CLARKS HILL ROAD FORMING A T INTERSECTION TO
 LX3702'THE RIGHT, TURN RIGHT ON THIS ROAD AND GO TO TOP OF HILL AND
 LX3702'STATION ON W SIDE OF ROAD.
 LX3702'
 LX3702'REFERENCE MARK 2 IS WNW OF THE STATION, ON THE N SIDE OF
 LX3702'STATE HIGHWAY 122, 8 METERS N OF THE CENTER LINE OF THE HIGHWAY,
 LX3702'4 METERS WNW OF A TELEPHONE POLE, AND APPROXIMATELY 75 METERS
 LX3702'E OF THE HOME OF N. AND L. RIVARD ON PROPERTY OWNED BY MRS.
 LX3702'MARGARET SEILER.  AT THE PRESENT TIME THE MARK IS ABOUT 2 FEET
 LX3702'BELOW THE SURFACE OF THE GROUND BUT GRADING IS CONTEMPLATED AND
 LX3702'WHEN COMPLETED THE MARK WILL BE FLUSH WITH THE SURFACE.
 LX3702'
 LX3702'REFERENCE MARK 3 IN NW OF THE STATION, SET IN OUTCROPPING
 LX3702'ROCK IN AN OPEN FIELD, 13.4 METERS WNW OF CLARK HILL ROAD.
 LX3702'
 LX3702'THE DISTANCES AND DIRECTIONS MEASURED BY THE PARTY OF
 LX3702'C.D.M. IN 1932 WERE NOT CHECKED AT THIS TIME.
 LX3702
 LX3702                          STATION RECOVERY (1962)
 LX3702
 LX3702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LX3702'FOUND CLARK HILL ROAD, AND THE HIGHEST POINT OF HILL.  RECOVERED
 LX3702'ONLY 4-INCH TRIANGLE CUT IN WEST CURB OF CLARK HILL
 LX3702'ROAD.  STATION, 0.8 METER W OF THIS TRIANGLE SHOULD BE RECOVERABLE
 LX3702'15 INCHES BELOW GROUND SURFACE.  TRIANGLE, WHICH IS SOMEWHAT
 LX3702'WEATHER-BEATEN, IS ABOUT 35 FEET SW OF MAIL BOX AT SW CORNER
 LX3702'OF DRIVEWAY OF HOUSE BELONGING TO MR. AND MRS. KJELLEREN AT 89
 LX3702'CLARK HILL ROAD.  TRIANGLE IS ALSO ABOUT 1-1/2 FEET SW OF
 LX3702'SW FACE OF HOUSE, EXTENDED TOWARD CURB AXIS OF CLARK HILL ROAD
 LX3702'RUNS SW AND NE TRUE.
 LX3702'
 LX3702'R.M. 1 REPORTED DESTROYED IN 1947 WAS NOT FOUND.
 LX3702'
 LX3702'R.M. 2 WAS NOT FOUND ALTHOUGH I SPENT AN HOUR LOOKING FOR IT.
 LX3702'
 LX3702'R.M. 3 WAS NOT RECOVERED.  OUTCROPPING ROCK PROBABLY
 LX3702'COVERED BY TOP SOIL AND LAWN.  ENTIRE HOUSING DEVELOPMENT
 LX3702'ON HILL IS NOW COVERED BY SINGLE-FAMILY HOMES, HAVING GOOD
 LX3702'GRADING AND GOOD LAWNS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3704 ***********************************************************************
 LX3704  DESIGNATION -  MILFORD CONG CHURCH SPIRE
 LX3704  PID         -  LX3704
 LX3704  STATE/COUNTY-  CT/NEW HAVEN
 LX3704  USGS QUAD   -  MILFORD (1984)
 LX3704
 LX3704                         *CURRENT SURVEY CONTROL
 LX3704  ___________________________________________________________________
 LX3704* NAD 83(1996)-  41 13 36.52582(N)    073 03 31.56765(W)     ADJUSTED  
 LX3704* NAVD 88     -                                                        
 LX3704  ___________________________________________________________________
 LX3704  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 LX3704  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX3704
 LX3704  HORZ ORDER  -  THIRD
 LX3704
 LX3704.The horizontal coordinates were established by classical geodetic methods
 LX3704.and adjusted by the National Geodetic Survey in August 1998..
 LX3704
 LX3704
 LX3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3704
 LX3704.The geoid height was determined by GEOID03.
 LX3704
 LX3704;                    North         East     Units Scale Factor Converg.
 LX3704;SPC CT       -   196,145.237   278,911.671   MT  0.99999740   -0 12 17.0
 LX3704;SPC CT       -   643,519.83    915,062.71   sFT  0.99999740   -0 12 17.0
 LX3704;SPC NY L     -   118,152.640   378,918.353   MT  1.00001648   +0 36 56.3
 LX3704;SPC NY L     -   387,639.12  1,243,167.96   sFT  1.00001648   +0 36 56.3
 LX3704;UTM  18      - 4,565,752.794   662,703.722   MT  0.99992581   +1 16 46.7
 LX3704
 LX3704                          SUPERSEDED SURVEY CONTROL
 LX3704
 LX3704  NAD 83(1992)-  41 13 36.52465(N)    073 03 31.56733(W) AD(       ) 4
 LX3704  NAD 83(1986)-  41 13 36.52828(N)    073 03 31.57231(W) AD(       ) 4
 LX3704  NAD 27      -  41 13 36.18000(N)    073 03 33.19000(W) AD(       ) 3
 LX3704
 LX3704.Superseded values are not recommended for survey control.
 LX3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3704.See file dsdata.txt to determine how the superseded data were derived.
 LX3704
 LX3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6270465753(NAD 83)
 LX3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3704+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 LX3704
 LX3704  HISTORY     - Date     Condition        Report By
 LX3704  HISTORY     - UNK      MONUMENTED
 LX3704  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3704  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3704  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3704  HISTORY     - 1987     GOOD             USPSQD
 LX3704  HISTORY     - 20040328 GOOD             USPSQD
 LX3704
 LX3704                          STATION DESCRIPTION
 LX3704
 LX3704'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HPR)
 LX3704'THIS CHURCH (FIRST CONGREGATIONAL) WAS ERECTED IN 1823 AND IS
 LX3704'SITUATED ON THE CORNER OF WEST MAIN AND WEST RIVER STREETS, IN
 LX3704'THE TOWN OF MILFORD.  ABOUT 1901 OR 1902 THE STEEPLE WAS STRUCK
 LX3704'BY LIGHTNING, BUT WAS REPAIRED WITHOUT ALTERING ITS POSITION.  THE
 LX3704'BUILDING IS OF WOOD, PAINTED WHITE, AND KEPT IN GOOD CONDITION.
 LX3704
 LX3704                          STATION RECOVERY (1933)
 LX3704
 LX3704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3704'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  CHURCH IS NOW
 LX3704'KNOWN AS CHURCH OF CHRIST, (CONGREGATIONAL).
 LX3704'
 LX3704'CHURCH IS LOCATED IN PARKWAY IN WEST RIVER STREET AT THE
 LX3704'INTERSECTION OF WEST MAIN STREET.
 LX3704'
 LX3704'THE SPIRE IS TOPPED WITH A SMALL GILT BALL BELOW A GILDED
 LX3704'WEATHER VANE.  CENTER IS AXIS OF WEATHER VANE.
 LX3704'
 LX3704'SPIRE IS 18.0 METERS E OF CENTER LINE OF W BRANCH OF WEST RIVER
 LX3704'STREET AND IS ON THE LINE OF THE S WALL OF THE CHURCH.
 LX3704
 LX3704                          STATION RECOVERY (1961)
 LX3704
 LX3704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3704'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 LX3704
 LX3704                          STATION RECOVERY (1987)
 LX3704
 LX3704'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3704'RECOVERED IN GOOD CONDITION.
 LX3704
 LX3704                          STATION RECOVERY (2004)
 LX3704
 LX3704'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX3704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3705 ***********************************************************************
 LX3705  DESIGNATION -  MILFORD GREEN FLAGPOLE
 LX3705  PID         -  LX3705
 LX3705  STATE/COUNTY-  CT/NEW HAVEN
 LX3705  USGS QUAD   -  MILFORD (1984)
 LX3705
 LX3705                         *CURRENT SURVEY CONTROL
 LX3705  ___________________________________________________________________
 LX3705* NAD 83(1996)-  41 13 16.70579(N)    073 03 31.55690(W)     ADJUSTED  
 LX3705* NAVD 88     -                                                        
 LX3705  ___________________________________________________________________
 LX3705  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LX3705  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3705
 LX3705  HORZ ORDER  -  THIRD
 LX3705
 LX3705.The horizontal coordinates were established by classical geodetic methods
 LX3705.and adjusted by the National Geodetic Survey in August 1998..
 LX3705
 LX3705
 LX3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3705
 LX3705.The geoid height was determined by GEOID03.
 LX3705
 LX3705;                    North         East     Units Scale Factor Converg.
 LX3705;SPC CT       -   195,533.803   278,909.737   MT  0.99999792   -0 12 17.0
 LX3705;SPC CT       -   641,513.82    915,056.36   sFT  0.99999792   -0 12 17.0
 LX3705;SPC NY L     -   117,541.230   378,925.174   MT  1.00001585   +0 36 56.3
 LX3705;SPC NY L     -   385,633.19  1,243,190.34   sFT  1.00001585   +0 36 56.3
 LX3705;UTM  18      - 4,565,141.559   662,717.625   MT  0.99992586   +1 16 46.2
 LX3705
 LX3705                          SUPERSEDED SURVEY CONTROL
 LX3705
 LX3705  NAD 83(1992)-  41 13 16.70460(N)    073 03 31.55661(W) AD(       ) 4
 LX3705  NAD 83(1986)-  41 13 16.70859(N)    073 03 31.56127(W) AD(       ) 4
 LX3705  NAD 27      -  41 13 16.35900(N)    073 03 33.17800(W) AD(       ) 3
 LX3705
 LX3705.Superseded values are not recommended for survey control.
 LX3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3705.See file dsdata.txt to determine how the superseded data were derived.
 LX3705
 LX3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6271865142(NAD 83)
 LX3705
 LX3705  HISTORY     - Date     Condition        Report By
 LX3705  HISTORY     - 1933     MONUMENTED       CGS
 LX3705  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3705  HISTORY     - 1987     GOOD             USPSQD
 LX3705
 LX3705                          STATION DESCRIPTION
 LX3705
 LX3705'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3705'THIS FLAGPOLE IS IN THE EASTERLY SECTION OF THE MILFORD GREEN.  THE
 LX3705'GREEN IS NEAR THE BUSINESS CENTER OF THE VILLAGE OF MILFORD,
 LX3705'BETWEEN BROAD AND NORTH BROAD STREETS.  HIGH STREET CROSSES THE
 LX3705'GREEN FROM N TO S, 33.5 METERS W OF THE POLE.  THE FLAGPOLE IS
 LX3705'IN TWO SECTIONS WITH CROSS-TREES AND TOP-MAST STAYS.  AT THE TOP
 LX3705'OF THE POLE IS A GILDED EAGLE ON A BALL.  CENTER IS THE CENTER
 LX3705'LINE OF THE FLAGPOLE.  IT IS 15.3 METERS NORTHERLY OF THE N
 LX3705'CURB OF BROAD STREET AND 14.1 METERS SOUTHERLY OF THE S CURB OF
 LX3705'N BROAD STREET.
 LX3705
 LX3705                          STATION RECOVERY (1961)
 LX3705
 LX3705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3705'SEE C.H.O. REPORT OF 1/18/61, WHEN MEASUREMENTS TO STREET CENTER
 LX3705'LINE AND CURBINGS COULD NOT BE TAKEN.
 LX3705'
 LX3705'THE MEMORIAL FLAGPOLE, NEW, AS DESCRIBED IN MY 1/18/61 REPORT,
 LX3705'WAS DEDICATED 7/4/54.  I NOTED TODAY, 2/27/61, THAT THERE IS A
 LX3705'GILDED EAGLE ON A BALL, AT THE TOP.  ALSO, AS NOTED BEFORE, IT
 LX3705'FLIES A 50 STAR FLAG.
 LX3705'
 LX3705'TODAYS STOP WAS MAINLY TO CHECK DISTANCES (WHICH, BECAUSE OF
 LX3705'SLOPPY WEATHER ON 1/18, I COULD NOT DO).
 LX3705'
 LX3705'HERE ARE THE 2/27 MEASUREMENTS--POLE TO PAINTED WHITE CENTER
 LX3705'LINE OF HIGH ST.--30.55 METERS (OLD POLE WAS 33.5 METERS
 LX3705'DISTANT).  POLE TO S CURB OF N. BROAD ST.--14.62 METERS (WAS
 LX3705'14.11 METERS) POLE TO N CURB OF BROAD ST.--15.35 METERS (WAS
 LX3705'15.3 METERS.
 LX3705'
 LX3705'NEWER, TAPERING, STEEL POLE IS EVIDENTLY NOT QUITE IN THE SAME
 LX3705'POSITION AS THE 1933 POLE.  IF HIGH ST. WAS SLIGHTLY WIDER IN
 LX3705'1933, THE FIGURES WOULD CHECK CLOSER.  LOCAL PEOPLE THINK THE
 LX3705'OLD AND NEW POLES ARE IDENTICAL, IN POSITION.  CITY ENGINEERS
 LX3705'COULD GIVE ME NO DEFINITE ANSWER TO THIS 3 METER PROBLEM.
 LX3705
 LX3705                          STATION RECOVERY (1987)
 LX3705
 LX3705'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3708 ***********************************************************************
 LX3708  DESIGNATION -  MILFORD HARBOR LIGHT
 LX3708  PID         -  LX3708
 LX3708  STATE/COUNTY-  CT/NEW HAVEN
 LX3708  USGS QUAD   -  MILFORD (1984)
 LX3708
 LX3708                         *CURRENT SURVEY CONTROL
 LX3708  ___________________________________________________________________
 LX3708* NAD 83(1996)-  41 12 36.94065(N)    073 02 54.15510(W)     ADJUSTED  
 LX3708* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3708  ___________________________________________________________________
 LX3708  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LX3708  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3708
 LX3708  HORZ ORDER  -  THIRD
 LX3708
 LX3708.The horizontal coordinates were established by classical geodetic methods
 LX3708.and adjusted by the National Geodetic Survey in August 1998..
 LX3708
 LX3708.The orthometric height was scaled from a topographic map.
 LX3708
 LX3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3708
 LX3708.The geoid height was determined by GEOID03.
 LX3708
 LX3708;                    North         East     Units Scale Factor Converg.
 LX3708;SPC CT       -   194,304.019   279,776.677   MT  0.99999898   -0 11 52.2
 LX3708;SPC CT       -   637,479.10    917,900.65   sFT  0.99999898   -0 11 52.2
 LX3708;SPC NY L     -   116,323.962   379,809.646   MT  1.00001462   +0 37 20.8
 LX3708;SPC NY L     -   381,639.53  1,246,092.15   sFT  1.00001462   +0 37 20.8
 LX3708;UTM  18      - 4,563,934.725   663,616.061   MT  0.99992947   +1 17 09.8
 LX3708
 LX3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3708!SPC CT       -   1.00000458  x   0.99999898  =   1.00000356
 LX3708!SPC NY L     -   1.00000458  x   1.00001462  =   1.00001920
 LX3708!UTM  18      -   1.00000458  x   0.99992947  =   0.99993405
 LX3708
 LX3708                          SUPERSEDED SURVEY CONTROL
 LX3708
 LX3708  NAD 83(1992)-  41 12 36.93944(N)    073 02 54.15479(W) AD(       ) 3
 LX3708  NAD 83(1986)-  41 12 36.94402(N)    073 02 54.15981(W) AD(       ) 3
 LX3708  NAD 27      -  41 12 36.59200(N)    073 02 55.77500(W) AD(       ) 3
 LX3708
 LX3708.Superseded values are not recommended for survey control.
 LX3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3708.See file dsdata.txt to determine how the superseded data were derived.
 LX3708
 LX3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6361663935(NAD 83)
 LX3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3708+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 LX3708
 LX3708  HISTORY     - Date     Condition        Report By
 LX3708  HISTORY     - UNK      MONUMENTED
 LX3708  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3708  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3708  HISTORY     - 20040328 GOOD             USPSQD
 LX3708
 LX3708                          STATION DESCRIPTION
 LX3708
 LX3708'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HEF)
 LX3708'STATION RECOVERED.  A DESCRIPTION FOLLOWS--STATION IS LOCATED AT
 LX3708'THE W END OF THE BREAKWATER AT THE ENTRANCE TO MILFORD
 LX3708'HARBOR.  IT HAS A RED SKELETON TOWER, WITH A RED BASE AND SMALL
 LX3708'WHITE TANK HOUSE.
 LX3708
 LX3708                          STATION RECOVERY (1961)
 LX3708
 LX3708'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3708'LIGHT, F1 R 2-1/2 SEC 24 FT 4 M, AT W END OF BREAKWATER, ON E
 LX3708'SIDE OF 10 FT. DREDGED CHANNEL, AT ENTRANCE TO WEPAWAUG RIVER,
 LX3708'WHICH LEADS N TO MILFORD.
 LX3708'
 LX3708'LIGHT AND SUPPORTING STRUCTURE IN VERY GOOD CONDITION.
 LX3708'
 LX3708'AT E END OF ABOVE-NOTED BREAKWATER, IS TRIANGULATION STATION
 LX3708'U.S.E. 13.
 LX3708
 LX3708                          STATION RECOVERY (2004)
 LX3708
 LX3708'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX3708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7602 ***********************************************************************
 LX7602  DESIGNATION -  MILFORD TOWER ST STANDPIPE
 LX7602  PID         -  LX7602
 LX7602  STATE/COUNTY-  CT/NEW HAVEN
 LX7602  USGS QUAD   -  MILFORD (1984)
 LX7602
 LX7602                         *CURRENT SURVEY CONTROL
 LX7602  ___________________________________________________________________
 LX7602* NAD 83(1996)-  41 13 19.05992(N)    073 04 13.57237(W)     ADJUSTED  
 LX7602* NAVD 88     -                                                        
 LX7602  ___________________________________________________________________
 LX7602  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LX7602  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX7602
 LX7602  HORZ ORDER  -  THIRD
 LX7602
 LX7602.The horizontal coordinates were established by classical geodetic methods
 LX7602.and adjusted by the National Geodetic Survey in August 1998..
 LX7602
 LX7602
 LX7602.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7602
 LX7602.The geoid height was determined by GEOID03.
 LX7602
 LX7602;                    North         East     Units Scale Factor Converg.
 LX7602;SPC CT       -   195,609.989   277,931.368   MT  0.99999786   -0 12 44.9
 LX7602;SPC CT       -   641,763.77    911,846.50   sFT  0.99999786   -0 12 44.9
 LX7602;UTM  18      - 4,565,192.374   661,737.683   MT  0.99992195   +1 16 18.5
 LX7602
 LX7602                          SUPERSEDED SURVEY CONTROL
 LX7602
 LX7602  NAD 83(1992)-  41 13 19.05877(N)    073 04 13.57200(W) AD(       ) 4
 LX7602  NAD 83(1986)-  41 13 19.06203(N)    073 04 13.57713(W) AD(       ) 4
 LX7602  NAD 83(1986)-  41 13 19.06185(N)    073 04 13.57713(W) AD(       ) 4
 LX7602
 LX7602.Superseded values are not recommended for survey control.
 LX7602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7602.See file dsdata.txt to determine how the superseded data were derived.
 LX7602
 LX7602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6173865192(NAD 83)
 LX7602_MARKER: 52 = STANDPIPE TANK
 LX7602
 LX7602  HISTORY     - Date     Condition        Report By
 LX7602  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7602
 LX7602                          STATION DESCRIPTION
 LX7602
 LX7602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7602'THE STATION, NEW HAVEN WATER COMPANY MILFORD TOWER
 LX7602'STREET STANDPIPE, IS THE VENT ATOP THE DARK GREEN
 LX7602'STANDPIPE WITH AN OVERALL HEIGHT OF 20 METERS (65 FT).
 LX7602'
 LX7602'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI)
 LX7602'EAST OF EXIT 26 OF THE CONNECTICUT TURPIKE, 0.6 KM
 LX7602'(0.4 MI) WEST OF DOWNTOWN MILFORD, 50 METERS
 LX7602'(164 FT) NORTH OF TOWER STREET.
 LX7602'OWNERSHIP--NEW HAVEN WATER COMPANY, NEW HAVEN CT 06510.
 LX7602'
 LX7602'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6587 ***********************************************************************
 LX6587  DESIGNATION -  MILL
 LX6587  PID         -  LX6587
 LX6587  STATE/COUNTY-  CT/HARTFORD
 LX6587  USGS QUAD   -  MANCHESTER (1992)
 LX6587
 LX6587                         *CURRENT SURVEY CONTROL
 LX6587  ___________________________________________________________________
 LX6587* NAD 83(1996)-  41 45 28.42125(N)    072 35 58.47559(W)     ADJUSTED  
 LX6587* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 LX6587  ___________________________________________________________________
 LX6587  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX6587  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX6587
 LX6587  HORZ ORDER  -  THIRD
 LX6587
 LX6587.The horizontal coordinates were established by classical geodetic methods
 LX6587.and adjusted by the National Geodetic Survey in August 1998..
 LX6587
 LX6587.The orthometric height was scaled from a topographic map.
 LX6587
 LX6587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6587
 LX6587.The geoid height was determined by GEOID03.
 LX6587
 LX6587;                    North         East     Units Scale Factor Converg.
 LX6587;SPC CT       -   255,092.902   317,310.314   MT  0.99999078   +0 05 59.1
 LX6587;SPC CT       -   836,917.30  1,041,042.26   sFT  0.99999078   +0 05 59.1
 LX6587;UTM  18      - 4,625,680.961   699,555.831   MT  1.00009006   +1 35 57.0
 LX6587
 LX6587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6587!SPC CT       -   0.99999870  x   0.99999078  =   0.99998948
 LX6587!UTM  18      -   0.99999870  x   1.00009006  =   1.00008876
 LX6587
 LX6587|---------------------------------------------------------------------|
 LX6587| PID    Reference Object                     Distance      Geod. Az  |
 LX6587|                                                           dddmmss.s |
 LX6587| CZ6798 MILL RM 1                            22.180 METERS 06550     |
 LX6587| CZ6799 MILL RM 2                            29.100 METERS 11519     |
 LX6587| LX6785 DIRK                                APPROX. 3.6 KM 1775350.0 |
 LX6587| LX6779 GLASTONBURY PHELPS COAL A FRAM      APPROX. 5.2 KM 1980543.4 |
 LX6587| LX6781 NAUBUC FACTORY SMOKESTACK           APPROX. 4.9 KM 1981528.4 |
 LX6587| LX6586 HARTFORD EAGLE PAPER MILL STK       APPROX. 2.1 KM 3441300.6 |
 LX6587|---------------------------------------------------------------------|
 LX6587
 LX6587                          SUPERSEDED SURVEY CONTROL
 LX6587
 LX6587  NAD 83(1996)-  41 45 28.42083(N)    072 35 58.47568(W) AD(       ) 3
 LX6587  NAD 83(1992)-  41 45 28.42102(N)    072 35 58.47573(W) AD(       ) 3
 LX6587  NAD 83(1992)-  41 45 28.42228(N)    072 35 58.47721(W) AD(       ) 3
 LX6587  NAD 83(1986)-  41 45 28.42260(N)    072 35 58.47714(W) AD(       ) 3
 LX6587  NAD 27      -  41 45 28.05600(N)    072 36 00.15700(W) AD(       ) 3
 LX6587
 LX6587.Superseded values are not recommended for survey control.
 LX6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6587.See file dsdata.txt to determine how the superseded data were derived.
 LX6587
 LX6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9955625681(NAD 83)
 LX6587_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6587+STABILITY: SURFACE MOTION
 LX6587
 LX6587  HISTORY     - Date     Condition        Report By
 LX6587  HISTORY     - 1935     MONUMENTED       CGS
 LX6587  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6587
 LX6587                          STATION DESCRIPTION
 LX6587
 LX6587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6587'THE STATION IS REACHED FROM THE GLASTONBURY-EAST HARTFORD TOWN
 LX6587'LINE, GO NORTHERLY ON ROUTE 15 1.4 MILES, TURN EASTERLY ON BREWER
 LX6587'STREET AND GO 1.5 MILES TO ITS END.  THERE IS A LARGE ELM TREE IN
 LX6587'THE INTERSECTION OF THE ROADS.  AT THIS POINT, TURN NORTHERLY AND
 LX6587'GO 0.8 MILE TO MILLERS HOUSE.  THE STATION IS ABOUT 350 FEET
 LX6587'NORTHERLY OF MILLERS HOUSE AND 175 FEET EASTERLY OF THE ROAD
 LX6587'THAT RUNS N AND S.  THE STATION IS MARKED BY A STANDARD DISK SET
 LX6587'IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE BLOCK SET FLUSH
 LX6587'WITH THE GROUND AT THE N END OF A GARDEN PLOT AND 5.85 METERS S
 LX6587'OF A SMALL OUTHOUSE.  THE SUB-SURFACE MARK IS A STANDARD DISK
 LX6587'SET IN AN IRREGULAR MASS OF CONCRETE AT THE BASE OF THE
 LX6587'CONCRETE SHAFT.
 LX6587'
 LX6587'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6587'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6587'
 LX6587'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 LX6587'8- BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND N 70 DEG E
 LX6587'OF THE STATION AND IN THE EDGE OF THE WOODED AREA.
 LX6587'
 LX6587'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN AN 8- BY 8- BY
 LX6587'30-INCH CONCRETE POST FLUSH WITH THE GROUND AT THE E SIDE OF THE
 LX6587'GARDEN NEAR THE BASE OF A 10-INCH SPRUCE AND IS S 52 DEG E OF THE
 LX6587'STATION.  ALL MARKS ARE ON THE PROPERTY OF MRS. IDA E. MILLER.
 LX6587'
 LX6587'HEIGHT OF SIGNAL ABOVE STATION MARK - 13 METERS.
 LX6587
 LX6587                          STATION RECOVERY (1971)
 LX6587
 LX6587'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX6587'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX6587'REACH THE STATION FROM EAST HARTFORD AT THE FORBES STREET EXIT ON
 LX6587'ROUTE 84 (WILBUR CROSS HWY.) GO SOUTH ON FORBES STREET FOR 1.0
 LX6587'MILE TO HO 660 AND FOLLOW SKETCH.
 LX6587'
 LX6587'STATION STAMPED MILL 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4891 ***********************************************************************
 LX4891  DESIGNATION -  MILL HILL
 LX4891  PID         -  LX4891
 LX4891  STATE/COUNTY-  CT/NEW LONDON
 LX4891  USGS QUAD   -  COLCHESTER (1984)
 LX4891
 LX4891                         *CURRENT SURVEY CONTROL
 LX4891  ___________________________________________________________________
 LX4891* NAD 83(1996)-  41 34 08.33258(N)    072 21 16.00825(W)     ADJUSTED  
 LX4891* NAVD 88     -       169.2    (meters)     555.     (feet)  VERTCON   
 LX4891  ___________________________________________________________________
 LX4891  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LX4891  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX4891
 LX4891  HORZ ORDER  -  FIRST
 LX4891
 LX4891.The horizontal coordinates were established by classical geodetic methods
 LX4891.and adjusted by the National Geodetic Survey in August 1998..
 LX4891
 LX4891.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4891
 LX4891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4891
 LX4891.The geoid height was determined by GEOID03.
 LX4891
 LX4891;                    North         East     Units Scale Factor Converg.
 LX4891;SPC CT       -   234,175.804   337,792.055   MT  0.99998333   +0 15 44.2
 LX4891;SPC CT       -   768,291.78  1,108,239.43   sFT  0.99998333   +0 15 44.2
 LX4891;UTM  18      - 4,605,302.771   720,580.242   MT  1.00019880   +1 45 21.9
 LX4891
 LX4891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4891!SPC CT       -   0.99997815  x   0.99998333  =   0.99996148
 LX4891!UTM  18      -   0.99997815  x   1.00019880  =   1.00017695
 LX4891
 LX4891|---------------------------------------------------------------------|
 LX4891| PID    Reference Object                     Distance      Geod. Az  |
 LX4891|                                                           dddmmss.s |
 LX4891| CZ6800 MILL HILL RM 1                       19.306 METERS 04912     |
 LX4891| LX4884 COLCHESTER ALGONQUIN GAS MAST       APPROX. 4.0 KM 0583012.8 |
 LX4891| LX4887 COLCHESTER STANDPIPE                APPROX. 2.8 KM 0870021.4 |
 LX4891| CZ6801 MILL HILL RM 2                       26.380 METERS 22446     |
 LX4891| CZ6802 MILL HILL RM 3                       20.940 METERS 28437     |
 LX4891| LX4927 BURROWS HILL                        APPROX. 8.0 KM 3370807.1 |
 LX4891|---------------------------------------------------------------------|
 LX4891
 LX4891                          SUPERSEDED SURVEY CONTROL
 LX4891
 LX4891  NAD 83(1992)-  41 34 08.33190(N)    072 21 16.00795(W) AD(       ) 1
 LX4891  NAD 83(1986)-  41 34 08.33340(N)    072 21 16.01008(W) AD(       ) 1
 LX4891  NAD 27      -  41 34 07.97790(N)    072 21 17.71285(W) AD(       ) 1
 LX4891  NGVD 29 (07/19/86)  169.5    (m)          556.     (f) VERT ANG       
 LX4891
 LX4891.Superseded values are not recommended for survey control.
 LX4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4891.See file dsdata.txt to determine how the superseded data were derived.
 LX4891
 LX4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2058005303(NAD 83)
 LX4891_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4891_SETTING: 66 = SET IN ROCK OUTCROP
 LX4891_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4891+STABILITY: POSITION/ELEVATION WELL
 LX4891
 LX4891  HISTORY     - Date     Condition        Report By
 LX4891  HISTORY     - 1975     MONUMENTED       NGS
 LX4891
 LX4891                          STATION DESCRIPTION
 LX4891
 LX4891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4891'THE STATION IS ABOUT 4 MILES SOUTH OF AMSTON, 3-1/2 MILES NORTHEAST
 LX4891'OF WESTCHESTER, 1-1/2 MILES WEST OF COLCHESTER, ON THE PROPERTY OF
 LX4891'MR. ALEX DIMEOLA.  244 BURNT PLAINS ROAD.  MILFORD, CONNECTICUT
 LX4891'06460.
 LX4891'
 LX4891'TO REACH THE STATION FROM THE POST OFFICE IN COLCHESTER, GO NORTH
 LX4891'ON STATE HIGHWAY 85 FOR 0.1 MILE TO THE JUNCTION WITH STATE
 LX4891'HIGHWAY 16.  CONTINUE NORTH ON HIGHWAYS 85 AND 16 FOR 0.1 MILE TO
 LX4891'WHERE HIGHWAY 16 GOES TO THE RIGHT AND HIGHWAY 85 GOES TO THE
 LX4891'LEFT.  BEAR LEFT AND GO NORTHWEST ON HIGHWAY 85 FOR 0.3 MILE TO
 LX4891'WHERE HIGHWAY 85 TURNS RIGHT.  CONTINUE NORTHWEST AND WEST ON
 LX4891'BROADWAY ROAD FOR 1.1 MILES TO MILL HILL ROAD ON THE LEFT.
 LX4891'TURN LEFT AND GO SOUTH AND SOUTHEAST ON MILL HILL ROAD FOR 0.85
 LX4891'MILE TO THE END OF THE PAVED ROAD.  CONTINUE SOUTHEAST ON A
 LX4891'GRAVEL ROAD FOR 0.1 MILE TO A WOODS ROAD ON THE RIGHT.  TURN
 LX4891'RIGHT AND GO SOUTH AND SOUTHEAST ON THE WOODS ROAD FOR 0.4
 LX4891'MILE TO A FORK.  TAKE THE LEFT FORK AND GO EAST ON A
 LX4891'WOODS ROAD FOR 0.1 MILE TO A TRACK ROAD ON THE LEFT.  TURN
 LX4891'LEFT AND GO NORTH AND NORTHEAST ON THE TRACK ROAD FOR 0.15
 LX4891'MILE TO WHERE THE ROAD TURNS RIGHT.  CONTINUE ON THE TRACK ROAD
 LX4891'GOING EAST FOR 0.15 MILE TO THE END OF THE TRACK ROAD AT THE TOP
 LX4891'OF THE HILL AND THE STATION AS DESCRIBED.
 LX4891'
 LX4891'STATION MARK, STAMPED MILL HILL 1975, IS A STANDARD DISK CEMENTED
 LX4891'IN A DRILL HOLE IN BEDROCK 8 INCHES BELOW THE GROUND SURFACE.  IT
 LX4891'IS 100 FEET SOUTH-SOUTHEAST OF A 10-FOOT BOULDER THAT IS 5 FEET
 LX4891'HIGH, 32 FEET SOUTHEAST OF A 10-INCH TRIANGLE BLAZED OAK TREE AND
 LX4891'26 FEET NORTHWEST OF A 10-INCH OAK TREE.
 LX4891'
 LX4891'REFERENCE MARK 1, STAMPED MILL HILL 1975 NO 1, IS A STANDARD DISK
 LX4891'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH WITH THE
 LX4891'GROUND SURFACE.  IT IS 115 FEET SOUTHEAST OF THE 10-FOOT BOULDER,
 LX4891'73 FEET EAST OF THE TRIANGLE BLAZED OAK TREE AND 6.5 FEET EAST OF
 LX4891'A 6-INCH OAK TREE WITH A WITNESS SIGN NAILED TO IT.
 LX4891'
 LX4891'REFERENCE MARK 2, STAMPED MILL HILL 1975 NO 2, IS A STANDARD DISK
 LX4891'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP THAT IS FLUSH ON
 LX4891'THE WEST SIDE AND PROJECTS 18 INCHES ON THE SOUTHEAST SIDE.  IT IS
 LX4891'30 FEET EAST-SOUTHEAST OF A TWIN TRUNKED TREE, EACH TRUNK 1 FOOT
 LX4891'IN DIAMETER, 25 FEET EAST OF A 7-FOOT BOULDER THAT IS 4 FEET HIGH,
 LX4891'14 FEET SOUTHWEST OF AN 8-INCH OAK TREE WITH A WITNESS SIGN
 LX4891'NAILED TO IT AND 3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 LX4891'ROCK OUTCROP.
 LX4891'
 LX4891'REFERENCE MARK 3, STAMPED MILL HILL NO 3 1975, IS A STANDARD DISK
 LX4891'CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS 10
 LX4891'INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET SOUTH OF THE
 LX4891'10-FOOT BOULDER, 43 FEET WEST OF THE 10-INCH TRIANGLE BLAZED OAK
 LX4891'TREE AND 4.5 FEET NORTH OF A 10-INCH OAK TREE WITH A WITNESS SIGN
 LX4891'NAILED TO IT.
 LX4891'
 LX4891'A 4-WHEEL DRIVE TRUCK WAS USED TO REACH THE STATION.
 LX4891'
 LX4891'HEIGHT OF LIGHT ABOVE STATION MARK 22.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6827 ***********************************************************************
 LX6827  DESIGNATION -  MILLER
 LX6827  PID         -  LX6827
 LX6827  STATE/COUNTY-  CT/MIDDLESEX
 LX6827  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6827
 LX6827                         *CURRENT SURVEY CONTROL
 LX6827  ___________________________________________________________________
 LX6827* NAD 83(1996)-  41 33 21.06288(N)    072 35 26.22528(W)     ADJUSTED  
 LX6827* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 LX6827  ___________________________________________________________________
 LX6827  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6827  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX6827
 LX6827  HORZ ORDER  -  THIRD
 LX6827
 LX6827.The horizontal coordinates were established by classical geodetic methods
 LX6827.and adjusted by the National Geodetic Survey in August 1998..
 LX6827
 LX6827.The orthometric height was scaled from a topographic map.
 LX6827
 LX6827.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6827
 LX6827.The geoid height was determined by GEOID03.
 LX6827
 LX6827;                    North         East     Units Scale Factor Converg.
 LX6827;SPC CT       -   232,654.247   318,096.714   MT  0.99998322   +0 06 20.4
 LX6827;SPC CT       -   763,299.81  1,043,622.30   sFT  0.99998322   +0 06 20.4
 LX6827;UTM  18      - 4,603,268.082   700,928.029   MT  1.00009685   +1 35 55.7
 LX6827
 LX6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6827!SPC CT       -   0.99999215  x   0.99998322  =   0.99997537
 LX6827!UTM  18      -   0.99999215  x   1.00009685  =   1.00008900
 LX6827
 LX6827:                Primary Azimuth Mark                     Grid Az
 LX6827:SPC CT       -  PORTLAND SEIFERMANS GABLE                043 55 51.8
 LX6827:UTM  18      -  PORTLAND SEIFERMANS GABLE                042 26 16.5
 LX6827
 LX6827|---------------------------------------------------------------------|
 LX6827| PID    Reference Object                     Distance      Geod. Az  |
 LX6827|                                                           dddmmss.s |
 LX6827| LX6829 PORTLAND SEIFERMANS GABLE           APPROX. 0.6 KM 0440212.2 |
 LX6827| LX6825 PAPER ROCK LIGHT                    APPROX. 1.2 KM 0732024.8 |
 LX6827| CZ6804 MILLER RM 2                          18.560 METERS 13538     |
 LX6827| CZ6803 MILLER RM 1                          13.230 METERS 25710     |
 LX6827| LX6838 PAYNES BARN CUPOLA                  APPROX. 1.2 KM 3481814.4 |
 LX6827| LX6834 WELWYN                              394.935 METERS 34929     |
 LX6827|---------------------------------------------------------------------|
 LX6827
 LX6827                          SUPERSEDED SURVEY CONTROL
 LX6827
 LX6827  NAD 83(1992)-  41 33 21.06220(N)    072 35 26.22521(W) AD(       ) 3
 LX6827  NAD 83(1986)-  41 33 21.06410(N)    072 35 26.22731(W) AD(       ) 3
 LX6827  NAD 27      -  41 33 20.70800(N)    072 35 27.89000(W) AD(       ) 3
 LX6827
 LX6827.Superseded values are not recommended for survey control.
 LX6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6827.See file dsdata.txt to determine how the superseded data were derived.
 LX6827
 LX6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0092803268(NAD 83)
 LX6827
 LX6827  HISTORY     - Date     Condition        Report By
 LX6827  HISTORY     - 1935     MONUMENTED       CGS
 LX6827  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6827
 LX6827                          STATION DESCRIPTION
 LX6827
 LX6827'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6827'THE STATION IS REACHED FROM THE RAILROAD CROSSING OF THE E END OF
 LX6827'UNION STREET IN MIDDLETOWN.  GO ALONG RIVER ROAD 3.1 MILES, TURN
 LX6827'RIGHT INTO PRIVATE DRIVE AND GO 1/4 MILE TO COMPRESSOR ON QUARRY
 LX6827'PROPERTY.  THE STATION IS ON THE HILL N OF THIS POINT AND IS ON
 LX6827'THE PROPERTY OF V.S. MILLER.  THE STATION IS MARKED BY A STANDARD
 LX6827'DISK SET IN A DRILL HOLE IN BEDROCK, WHICH IS FELDSPAR.  THE
 LX6827'KNOLL IS ACROSS THE RIVER AND ABOUT 1/4 MILE DOWNSTREAM FROM
 LX6827'BODKIN ROCK LIGHT, AND ABOUT 1/2 MILE UPSTREAM AND ACROSS
 LX6827'FROM PAPER ROCK LIGHT.  THE OWNER STATES THAT THE ROCK WILL
 LX6827'BE WORKED IN THE NEAR FUTURE.
 LX6827'
 LX6827'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LX6827'GRANITE LEDGE 13.23 METERS W OF THE STATION.  REFERENCE MARK NO.2
 LX6827'IS A STANDARD DISK SET IN A DRILL HOLE IN A GRANITE LEDGE S 35 DEG
 LX6827'E AND 18.56 METERS FROM THE STATION.
 LX6827'
 LX6827'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6827
 LX6827                          STATION RECOVERY (1948)
 LX6827
 LX6827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6827'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5763 ***********************************************************************
 LX5763  DESIGNATION -  MILLINGTON
 LX5763  PID         -  LX5763
 LX5763  STATE/COUNTY-  CT/MIDDLESEX
 LX5763  USGS QUAD   -  HAMBURG (1984)
 LX5763
 LX5763                         *CURRENT SURVEY CONTROL
 LX5763  ___________________________________________________________________
 LX5763* NAD 83(1996)-  41 27 35.63039(N)    072 21 39.38361(W)     ADJUSTED  
 LX5763* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 LX5763  ___________________________________________________________________
 LX5763  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX5763  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX5763
 LX5763  HORZ ORDER  -  FIRST
 LX5763
 LX5763.The horizontal coordinates were established by classical geodetic methods
 LX5763.and adjusted by the National Geodetic Survey in August 1998..
 LX5763
 LX5763.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5763
 LX5763.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5763
 LX5763.The geoid height was determined by GEOID03.
 LX5763
 LX5763;                    North         East     Units Scale Factor Converg.
 LX5763;SPC CT       -   222,058.385   337,305.039   MT  0.99998396   +0 15 28.7
 LX5763;SPC CT       -   728,536.55  1,106,641.62   sFT  0.99998396   +0 15 28.7
 LX5763;UTM  18      - 4,593,174.173   720,408.844   MT  1.00019789   +1 44 52.8
 LX5763
 LX5763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5763!SPC CT       -   0.99997630  x   0.99998396  =   0.99996026
 LX5763!UTM  18      -   0.99997630  x   1.00019789  =   1.00017418
 LX5763
 LX5763:                Primary Azimuth Mark                     Grid Az
 LX5763:SPC CT       -  MILLINGTON AZ MK                         012 03 14.1
 LX5763:UTM  18      -  MILLINGTON AZ MK                         010 33 50.0
 LX5763
 LX5763|---------------------------------------------------------------------|
 LX5763| PID    Reference Object                     Distance      Geod. Az  |
 LX5763|                                                           dddmmss.s |
 LX5763| CZ6805 MILLINGTON AZ MK                                   0121842.8 |
 LX5763| CZ6809 MILLINGTON RM 3                      71.703 METERS 01857     |
 LX5763| CZ6807 MILLINGTON RM 1                      26.057 METERS 02751     |
 LX5763| LX4876 SALEM                               APPROX. 9.8 KM 0334056.0 |
 LX5763| LX5773 LYME AT AND T MICROWAVE             APPROX. 9.8 KM 1401757.4 |
 LX5763| CZ6808 MILLINGTON RM 2                      55.696 METERS 27610     |
 LX5763| CZ6806 MILLINGTON AZ MK 2                                 3032255.7 |
 LX5763|---------------------------------------------------------------------|
 LX5763
 LX5763                          SUPERSEDED SURVEY CONTROL
 LX5763
 LX5763  NAD 83(1992)-  41 27 35.62957(N)    072 21 39.38326(W) AD(       ) 1
 LX5763  NAD 83(1986)-  41 27 35.63119(N)    072 21 39.38604(W) AD(       ) 1
 LX5763  NAD 27      -  41 27 35.27507(N)    072 21 41.08611(W) AD(       ) 1
 LX5763  NGVD 29 (07/19/86)  181.5    (m)          595.     (f) VERT ANG       
 LX5763
 LX5763.Superseded values are not recommended for survey control.
 LX5763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5763.See file dsdata.txt to determine how the superseded data were derived.
 LX5763
 LX5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2040993174(NAD 83)
 LX5763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5763+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 LX5763
 LX5763  HISTORY     - Date     Condition        Report By
 LX5763  HISTORY     - 1942     MONUMENTED       CGS
 LX5763  HISTORY     - 1951     SEE DESCRIPTION  CGS
 LX5763  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5763  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX5763  HISTORY     - 19970612 GOOD             USPSQD
 LX5763  HISTORY     - 20040101 GOOD             USPSQD
 LX5763  HISTORY     - 20060407 GOOD             USPSQD
 LX5763
 LX5763                          STATION DESCRIPTION
 LX5763
 LX5763'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX5763'STATION IS LOCATED ABOUT 5.5 MILES N OF HAMBURG, 3.75 MILES NE OF
 LX5763'HADLYME AND 1.75 MILES S OF MILLINGTON ON THE PROPERTY OF MISS
 LX5763'MARGARET SHAEFF.  THE MARK IS SET NEAR THE S SIDE OF A PASTURE
 LX5763'FIELD, 19.6 FEET NE OF A GAP IN AN E-W ROCK FENCE AND 7.8 FEET N
 LX5763'OF A BRONZE REFERENCE POST.  THE DISK IS SET ABOUT 12 INCHES
 LX5763'UNDERGROUND AND IS STAMPED MILLINGTON 1942.
 LX5763'
 LX5763'REFERENCE MARK NO. 1 IS 85.49 FEET NNE OF THE STATION.  THE DISK
 LX5763'IS SET IN CONCRETE IN A DEPRESSION IN A SMALL BOULDER WHICH IS
 LX5763'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS NEAR THE
 LX5763'CENTER OF THE PASTURE FIELD AND 88 FEET N OF THE E-W ROCK
 LX5763'FENCE.  THE DISK IS STAMPED MILLINGTON NO. 1, 1942.
 LX5763'
 LX5763'REFERENCE MARK NO. 2 IS 182.81 FEET WNW OF THE STATION IN A DRILL
 LX5763'HOLE IN A BOULDER.  THE MARK IS 38 FEET N OF THE E-W ROCK
 LX5763'FENCE.  THE DISK IS STAMPED MILLINGTON NO. 2 1942.
 LX5763'
 LX5763'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NNE OF THE STATION.  THE
 LX5763'DISK IS SET IN A DRILL HOLE IN A LARGE SQUARE BOULDER
 LX5763'ABOUT 4 FEET IN HEIGHT.  THE MARK IS 20 FEET E OF THE CENTERLINE OF
 LX5763'A BLACK TOP ROAD AND 4 FEET E OF A BRONZE REFERENCE POST.  THE
 LX5763'DISK IS STAMPED MILLINGTON 19429
 LX5763'
 LX5763'TO REACH THE STATION FROM THE POST OFFICE IN HADLYME, GO N ON
 LX5763'STATE HIGHWAY NO. 82 FOR 0.85 MILE TO A HARD SURFACED T ROAD RIGHT
 LX5763'AT THE HADLYME CONGREGATIONAL CHURCH ON THE LEFT,* TURN RIGHT AND
 LX5763'GO 3.65 MILES TO THE DRIVEWAY INTO MISS MARGARET SHAEFFS HOUSE ON
 LX5763'THE LEFT, TURN LEFT AND PASS BETWEEN THE HOUSE AND GARAGE, THEN
 LX5763'TO THE RIGHT OF THE BARN FOR 0.2 MILE TO THE TOP OF THE HILL AND
 LX5763'STATION AT A GAP IN THE E-W ROCK FENCE.
 LX5763'
 LX5763'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE N ON THE BLACK
 LX5763'TOP ROAD FOR 0.4 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 LX5763'
 LX5763'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX5763
 LX5763                          STATION RECOVERY (1951)
 LX5763
 LX5763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CSM)
 LX5763'LETTER OF MR. CHARLES S. MILLER, RFD BOX 57, EAST HADDAM,
 LX5763'CONN. DATED MARCH 12, 1951--
 LX5763'
 LX5763'REFERENCE MARK NO. 1 WAS DESTROYED.
 LX5763
 LX5763                          STATION RECOVERY (1971)
 LX5763
 LX5763'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5763'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD
 LX5763'CONDITION.  TO REACH THE STATION FROM EAST HADDAM AT THE
 LX5763'INTERSECTION OF ROUTE 151 (TOWN STREET) AND ROUTE 82 (NORWICH
 LX5763'ROAD) GO SOUTH ON ROUTE 82 FOR 300 FEET TO MT. PARNASSUS ROAD ON
 LX5763'THE LEFT, GO EAST ON MT. PARNASSUS ROAD FOR 5.3 MILE TO
 LX5763'MILLINGTON GREEN THEN GO SOUTH ON TATER HILL ROAD FOR 1.85 MILE
 LX5763'TO A 1-1/2 STORY FRAME HOUSE OWNED BY C. MILLER, AND FOLLOW
 LX5763'SKETCH.
 LX5763
 LX5763                          STATION RECOVERY (1975)
 LX5763
 LX5763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX5763'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LX5763'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 2 WAS
 LX5763'FOUND TO BE SHORTER BY 0.025 METER.  THE DIRECTION TO REFERENCE
 LX5763'MARK 2 CHECKED THE 1942 OBSERVATIONS.  IT WAS STATED BY THE LAND
 LX5763'OWNER THAT REFERENCE MARK 1 WAS DESTROYED.  THE AZIMUTH MARK IS
 LX5763'NOW BLOCKED BY TREES.  REFERENCE MARKS 3 AND A NEW AZIMUTH MARK
 LX5763'WERE ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION
 LX5763'FOLLOWS.
 LX5763'
 LX5763'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF HAMBURG, 3-1/2
 LX5763'MILES NORTHEAST OF HADLYME, 1-3/4 MILES SOUTH OF MILLINGTON AND ON
 LX5763'THE PROPERTY OF MR. CHARLES S. MILLER.  TATER HILL ROAD.  RFD
 LX5763'1.  BOX 165.  EAST HADDAM, CONNECTICUT, 06423.  MR. MILLERS
 LX5763'TELEPHONE NUMBER IS 873-8792.
 LX5763'
 LX5763'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85 AND
 LX5763'82 AT SALEM FOUR CORNERS, GO SOUTHWEST ON HIGHWAY 82 FOR 3.7 MILES
 LX5763'TO A CROSSROAD AND A CAUTION LIGHT.  CONTINUE SOUTHWEST ON
 LX5763'HIGHWAY 82 FOR 0.7 MILE TO A REVERSE FORK ON THE RIGHT AND A SIGN
 LX5763'DEVILS HOPYARD STATE PARK.  TURN SHARPLY TO THE RIGHT AND GO
 LX5763'NORTHERLY ON A PAVED ROAD FOR 2.0 MILES TO A CROSSROAD, CONTINUE
 LX5763'NORTHERLY ON THE PAVED ROAD FOR 1.9 MILES TO A T-ROAD.  TURN
 LX5763'LEFT AND GO SOUTHWEST ON A PAVED ROAD FOR 0.7 MILE TO A FORK,
 LX5763'KEEP THE LEFT FORK AND GO SOUTH-SOUTHWEST ON A PAVED ROAD FOR
 LX5763'1.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR
 LX5763'0.3 MILE TO A DRIVEWAY ON THE RIGHT JUST NORTH OF MR. MILLERS
 LX5763'HOUSE.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR 0.1 MILE TO A
 LX5763'FIELD ENTRANCE ON BOTH SIDES OF THE ROAD, TURN LEFT AND GO
 LX5763'SOUTHERLY ACROSS THE FIELD FOR ABOUT 200 FEET TO THE SOUTH
 LX5763'SIDE OF THE FIELD AND THE STATION AS DESCRIBED.
 LX5763'
 LX5763'THE STATION MARK, STAMPED MILLINGTON 1942, IS A STANDARD DISK SET
 LX5763'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS ABOUT 16
 LX5763'INCHES BELOW THE GROUND SURFACE.  IT IS 20 FEET NORTHEAST OF THE
 LX5763'APPROXIMATE CENTER OF AN OPENING IN THE ROCK FENCE, 11 FEET NORTH
 LX5763'OF THE ROCK FENCE AND 4.8 FEET WEST-SOUTHWEST OF A METAL WITNESS
 LX5763'POST.  THE 1942 DESCRIPTION DOES NOT MENTION AN UNDERGROUND
 LX5763'MARK.  (NOTE.  1A)
 LX5763'
 LX5763'REFERENCE MARK 2, STAMPED MILLINGTON NO 2 1942, IS A STANDARD DISK
 LX5763'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 3 FOOT BOULDER WHICH
 LX5763'PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 110 FEET
 LX5763'EAST OF THE SOUTHWEST CORNER OF THE FIELD, 55 FEET NORTHWEST OF
 LX5763'THE APPROXIMATE CENTER OF THE OPENING IN THE ROCK FENCE, 32 FEET
 LX5763'NORTH-NORTHEAST OF THE ROCK FENCE AND 28 FEET NORTHEAST OF A
 LX5763'METAL WITNESS POST.  (NOTE.  12C)
 LX5763'
 LX5763'REFERENCE MARK 3, STAMPED MILLINGTON 1942 NO 3 1975, IS A STANDARD
 LX5763'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 FOOT IN DIAMETER
 LX5763'BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT
 LX5763'IS 73 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE FIELD
 LX5763'ENTRANCE AND 37 FEET SOUTH OF A METAL WITNESS POST.  (NOTE.  12C)
 LX5763'
 LX5763'THE AZIMUTH MARK, STAMPED MILLINGTON 1942, IS A STANDARD DISK
 LX5763'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 5 FOOT BOULDER WHICH
 LX5763'PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS 130 FEET
 LX5763'NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, 49 FEET SOUTHEAST
 LX5763'OF POWERLINE POLE NUMBER 2230 AND 20 FEET EAST OF THE APPROXIMATE
 LX5763'CENTER OF THE PAVED ROAD.  (NOTE.  17C)
 LX5763'
 LX5763'THE AZIMUTH MARK 2, STAMPED MILLINGTON 1942 AZ 1975, IS A STANDARD
 LX5763'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 2
 LX5763'FOOT IN DIAMETER BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 LX5763'GROUND SURFACE.  IT IS 40 FEET SOUTH OF THE NORTHWEST CORNER OF
 LX5763'THE FIELD, 38 FEET SOUTHEAST OF A ROCK FENCE AND 1.4 FEET
 LX5763'NORTHEAST OF A METAL WITNESS POST.  (NOTE.  12C)
 LX5763'
 LX5763'HEIGHT OF LIGHT ABOVE STATION MARK 101.1 FEET.
 LX5763'
 LX5763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5763'1-3/4 MILES SOUTH OF MILLINGTON.
 LX5763
 LX5763                          STATION RECOVERY (1997)
 LX5763
 LX5763'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5763'RECOVERED IN GOOD CONDITION.
 LX5763
 LX5763                          STATION RECOVERY (2004)
 LX5763
 LX5763'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5763'STA, RM2, RM3, AZI, AZI2
 LX5763
 LX5763                          STATION RECOVERY (2006)
 LX5763
 LX5763'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX5763'THE ADDRESS NOW IS 257 TATER HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3757 ***********************************************************************
 LX3757  DESIGNATION -  MILLS
 LX3757  PID         -  LX3757
 LX3757  STATE/COUNTY-  CT/FAIRFIELD
 LX3757  USGS QUAD   -  WESTPORT (1975)
 LX3757
 LX3757                         *CURRENT SURVEY CONTROL
 LX3757  ___________________________________________________________________
 LX3757* NAD 83(1996)-  41 07 55.68362(N)    073 19 07.31079(W)     ADJUSTED  
 LX3757* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 LX3757  ___________________________________________________________________
 LX3757  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 LX3757  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX3757
 LX3757  HORZ ORDER  -  FIRST
 LX3757
 LX3757.The horizontal coordinates were established by classical geodetic methods
 LX3757.and adjusted by the National Geodetic Survey in August 1998..
 LX3757
 LX3757.The orthometric height was scaled from a topographic map.
 LX3757
 LX3757.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3757
 LX3757.The geoid height was determined by GEOID03.
 LX3757
 LX3757;                    North         East     Units Scale Factor Converg.
 LX3757;SPC CT       -   185,741.361   257,048.812   MT  1.00000755   -0 22 37.5
 LX3757;SPC CT       -   609,386.45    843,334.31   sFT  1.00000755   -0 22 37.5
 LX3757;UTM  18      - 4,554,787.598   641,120.124   MT  0.99984510   +1 06 22.1
 LX3757
 LX3757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3757!SPC CT       -   0.99999769  x   1.00000755  =   1.00000524
 LX3757!UTM  18      -   0.99999769  x   0.99984510  =   0.99984279
 LX3757
 LX3757|---------------------------------------------------------------------|
 LX3757| PID    Reference Object                     Distance      Geod. Az  |
 LX3757|                                                           dddmmss.s |
 LX3757| CB4698 MILLS RM 1                            9.190 METERS 02603     |
 LX3757| LX3693 STRATFORD                           APPROX.18.2 KM 0825619.1 |
 LX3757| CB4699 MILLS RM 2                           13.807 METERS 14849     |
 LX3757| CB4700 MILLS RM 3 AZIMUTH                                 28006     |
 LX3757|---------------------------------------------------------------------|
 LX3757
 LX3757                          SUPERSEDED SURVEY CONTROL
 LX3757
 LX3757  NAD 83(1992)-  41 07 55.68298(N)    073 19 07.30968(W) AD(       ) 1
 LX3757  NAD 83(1986)-  41 07 55.68611(N)    073 19 07.31204(W) AD(       ) 1
 LX3757  NAD 27      -  41 07 55.33925(N)    073 19 08.89439(W) AD(       ) 1
 LX3757
 LX3757.Superseded values are not recommended for survey control.
 LX3757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3757.See file dsdata.txt to determine how the superseded data were derived.
 LX3757
 LX3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4112054788(NAD 83)
 LX3757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3757
 LX3757  HISTORY     - Date     Condition        Report By
 LX3757  HISTORY     - 1932     MONUMENTED       CGS
 LX3757  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3757  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3757  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3757
 LX3757                          STATION DESCRIPTION
 LX3757
 LX3757'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX3757'ABOUT 2-1/2 MILES W OF FAIRFIELD ON LAND OWNED BY A MR. MILLS
 LX3757'WHO LIVES JUST NW OF STATION.  REACHED FROM THE FAIRFIELD TRUST
 LX3757'COMPANY BUILDING IN FAIRFIELD BY ROUTE 1 W 3.3 MILES TO TURKEY
 LX3757'HILL ROAD.  TURN LEFT ON THIS ROAD AND FOLLOW ABOUT 0.4 MILE TO
 LX3757'STATION WHICH IS JUST ACROSS THE ROAD FROM A DRIVEWAY TO LARGE
 LX3757'WHITE HOUSE ON SW SIDE OF ROAD.  STATION IS IN SW EDGE OF FIELD
 LX3757'ON NE SIDE OF ROAD 10.7 METERS FROM CENTER LINE.  4.3 METERS NE
 LX3757'OF STONE FENCE.  13.7 METERS S OF LARGE MAPLE TREE.  MARK IS
 LX3757'FLUSH WITH GROUND.
 LX3757'
 LX3757'SURFACE, UNDERGROUND AND REFERENCE MARK NO.3 ARE STANDARD BRONZE
 LX3757'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND
 LX3757'11A.  REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS IN
 LX3757'OUTCROPPING BEDROCK, AS DESCROBED IN NOTE 12A.
 LX3757'
 LX3757'REFERENCE MARK NO. 1 IS NE OF STATION DRILLED IN OUTCROPPING
 LX3757'ROCK, 10.4 METERS NE OF STONE FENCE.  6.1 METERS SE OF
 LX3757'LARGE MAPLE TREE.  REFERENCE MARK NO.2 IS SE OF STATION SET IN
 LX3757'OUTCROPPING ROCK 8.2 METERS NE OF STONE FENCE.  REFERENCE MARK
 LX3757'NO.3 IS WNW OF STATION AT NW CORNER OF RED BARN, 3 METERS S OF S
 LX3757'EDGE OF TRUCK GARDEN, 17 METERS N OF CENTER LINE OF ROAD
 LX3757'LEADING TO FARMYARD, THIS ROAD INTERSECTS THE MAIN ROAD.
 LX3757'
 LX3757'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 LX3757
 LX3757                          STATION RECOVERY (1959)
 LX3757
 LX3757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3757'RECOVERED R.M. 1 AND R.M. 2 IN EXCELLENT CONDITION.  ALSO LARGE
 LX3757'MAPLE TREE.  STATION IS ON PROPERTY OCCUPIED BY MR. ALBERT COOK
 LX3757'WOODRUFF.  R.M. 3 WAS NOT FOUND DUE TO MUDDY AREA AROUND MARK.
 LX3757'
 LX3757'STATION WAS PROBED FOR WITH A STEEL PIN BUT DID NOT STRIKE DISK
 LX3757'IN SMALL HOLE.  DID NOT DIG FOR DISK WITHOUT PERMISSION FROM
 LX3757'OCCUPANTS OF PROPERTY.
 LX3757
 LX3757                          STATION RECOVERY (1960)
 LX3757
 LX3757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3757'FOUND R.M. 3 IN EXCELLENT CONDITION.  MARK STAMPED MILLS RM 3
 LX3757'1932 SET IN 12-INCH SQUARE CONCRETE POST PROJECTING ABOUT 12
 LX3757'INCHES ABOVE GROUND.  THE REFERENCE MARK IS WNW OF STATION ON
 LX3757'PROPERTY OF MR. PARSELL.  TO REACH FROM STATION GO S ON TURKEY
 LX3757'HILL ROAD TO FIRST EAST AND WEST STREET, CLAPBOARD HILL ROAD.
 LX3757'TURN RIGHT (W) ON CLAPBOARD HILL ROAD, THEN TAKE FIRST RIGHT WHICH
 LX3757'IS MORNINGSIDE DRIVE, GO N 0.42 MILE ON MORNINGSIDE DRIVE,
 LX3757'ENTER WIDE DRIVEWAY TO RIGHT, MARKED PARSELL NO. 61, GO E AND
 LX3757'TAKE FIRST RIGHT TURN TOWARD LARGE WHITE HOUSE.  THERE IS A
 LX3757'CIRCULAR TURN AROUND W OF THE FRONT DOOR OF HOUSE.  FROM THE
 LX3757'FRONT DOOR WALK ABOUT 100 FEET SW TO THE REFERENCE MARK.
 LX3757
 LX3757                          STATION RECOVERY (1972)
 LX3757
 LX3757'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3757'MILLS 1932 EXCELLENT
 LX3757'
 LX3757'MILLS NO. 1 1932 EXCELLENT
 LX3757'
 LX3757'MILLS NO. 2 1932 EXCELLENT
 LX3757'
 LX3757'MILLS NO. 3 1932 EXCELLENT (SEE SKETCH)
 LX3757'
 LX3757'STATION IS 2 IN BELOW LAWN SURFACE.  12.9 FEET EAST OF EAST EDGE
 LX3757'OF NORTH-SOUTH STONE WALL.  27.3 FEET SOUTHWEST OF SOUTHWEST CORNER
 LX3757'OF 1-1/2 STORY FRAME HOUSE 45.  63.1 FEET NORTHWEST OF SOUTHWEST
 LX3757'CORNER (AT WATERS EDGE) OF SWIMMING POOL AND 14.2 FEET SOUTH OF
 LX3757'RANGE OF SOUTH SIDE OF HOUSE 45.
 LX3757'
 LX3757'TOP OF RM 3 IS 1 FOOT ABOVE SURFACE.  IT IS 59 FEET NORTH OF
 LX3757'FARM YARD ROAD CENTERLINE.  34 FEET NORTHEAST OF NORTHEAST CORNER
 LX3757'OF HOUSE 61.  7 FEET SOUTHWEST OF 30 IN LINDEN TREE AND 245 FT
 LX3757'EAST OF SOUTH MORINGSIDE DRIVE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5483 ***********************************************************************
 LX5483  DESIGNATION -  MILLSTONE
 LX5483  PID         -  LX5483
 LX5483  STATE/COUNTY-  CT/NEW LONDON
 LX5483  USGS QUAD   -  NIANTIC (1983)
 LX5483
 LX5483                         *CURRENT SURVEY CONTROL
 LX5483  ___________________________________________________________________
 LX5483* NAD 83(1996)-  41 18 19.06361(N)    072 09 50.67206(W)     ADJUSTED  
 LX5483* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5483  ___________________________________________________________________
 LX5483  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LX5483  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LX5483
 LX5483  HORZ ORDER  -  THIRD
 LX5483
 LX5483.The horizontal coordinates were established by classical geodetic methods
 LX5483.and adjusted by the National Geodetic Survey in August 1998..
 LX5483
 LX5483.The orthometric height was scaled from a topographic map.
 LX5483
 LX5483.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5483
 LX5483.The geoid height was determined by GEOID03.
 LX5483
 LX5483;                    North         East     Units Scale Factor Converg.
 LX5483;SPC CT       -   204,981.505   353,868.486   MT  0.99999104   +0 23 18.6
 LX5483;SPC CT       -   672,510.15  1,160,983.52   sFT  0.99999104   +0 23 18.6
 LX5483;SPC NY L     -   128,056.243   453,743.709   MT  1.00002641   +1 12 03.0
 LX5483;SPC NY L     -   420,131.19  1,488,657.49   sFT  1.00002641   +1 12 03.0
 LX5483;UTM  18      - 4,576,528.636   737,414.319   MT  1.00029374   +1 52 22.0
 LX5483
 LX5483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5483!SPC CT       -   1.00000438  x   0.99999104  =   0.99999542
 LX5483!SPC NY L     -   1.00000438  x   1.00002641  =   1.00003079
 LX5483!UTM  18      -   1.00000438  x   1.00029374  =   1.00029812
 LX5483
 LX5483:                Primary Azimuth Mark                     Grid Az
 LX5483:SPC CT       -  WILLIAMS BARN                            039 39 55.4
 LX5483:SPC NY L     -  WILLIAMS BARN                            038 51 11.0
 LX5483:UTM  18      -  WILLIAMS BARN                            038 10 52.0
 LX5483
 LX5483|---------------------------------------------------------------------|
 LX5483| PID    Reference Object                     Distance      Geod. Az  |
 LX5483|                                                           dddmmss.s |
 LX5483| LX5414 WILLIAMS BARN                       APPROX. 2.7 KM 0400314.0 |
 LX5483| LX5415 NEW LONDON COUNTRY CLUB FLAG        APPROX. 2.7 KM 0502725.9 |
 LX5483| LX5409 NEWTONS CHIMNEY                     APPROX. 1.7 KM 0581145.1 |
 LX5483| LX5403 FOX ISLAND CHIMNEY                  273.952 METERS 06032     |
 LX5483| LX5408 PLEASANT BEACH FLAGPOLE             APPROX. 1.5 KM 0652625.1 |
 LX5483| LX5411 WOODS CHIMNEY                       APPROX. 1.6 KM 0865943.6 |
 LX5483| LX5410 WOODS FLAGPOLE                      APPROX. 1.5 KM 0875552.1 |
 LX5483| LX5413 WHITES CHIMNEY                      APPROX. 1.7 KM 0974251.2 |
 LX5483| LX5505 BARTLETT REEF LIGHT                 APPROX. 4.1 KM 1463834.6 |
 LX5483| LX5436 MAC INTOSH CHIMNEY                  APPROX. 3.5 KM 2615727.0 |
 LX5483| LX5439 CRESCENT BEACH PIER FLAGPOLE        APPROX. 3.3 KM 2894120.7 |
 LX5483| CZ6810 MILLSTONE RM 1                        6.120 METERS 29417     |
 LX5483| CZ6811 MILLSTONE RM 2                       13.450 METERS 32733     |
 LX5483| LX5482 GARDNER BARN CUPOLA                 APPROX. 0.7 KM 3423300.0 |
 LX5483|---------------------------------------------------------------------|
 LX5483
 LX5483                          SUPERSEDED SURVEY CONTROL
 LX5483
 LX5483  NAD 83(1992)-  41 18 19.06242(N)    072 09 50.67139(W) AD(       ) 3
 LX5483  NAD 83(1986)-  41 18 19.06409(N)    072 09 50.67612(W) AD(       ) 3
 LX5483  NAD 27      -  41 18 18.71800(N)    072 09 52.40200(W) AD(       ) 3
 LX5483
 LX5483.Superseded values are not recommended for survey control.
 LX5483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5483.See file dsdata.txt to determine how the superseded data were derived.
 LX5483
 LX5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3741476529(NAD 83)
 LX5483_MARKER: DS = TRIANGULATION STATION DISK
 LX5483_SETTING: 66 = SET IN ROCK OUTCROP
 LX5483_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5483+STABILITY: POSITION/ELEVATION WELL
 LX5483
 LX5483  HISTORY     - Date     Condition        Report By
 LX5483  HISTORY     - 1934     MONUMENTED       CGS
 LX5483  HISTORY     - 1954     GOOD             CGS
 LX5483  HISTORY     - 1971     GOOD             CTDT
 LX5483
 LX5483                          STATION DESCRIPTION
 LX5483
 LX5483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5483'THE STATION IS IN ABOUT THE MIDDLE OF MILLSTONE POINT AT THE S END,
 LX5483'JUST S OF THE ROCK QUARRY AND SE OF THE SMALL HARBOR ON THE W SIDE
 LX5483'OF THE POINT.  THE PROPERTY BELONGS TO THE GARDNER ESTATE.  THE
 LX5483'STATION IS A STANDARD DISC SET IN A LEDGE 24 METERS N OF
 LX5483'THE HIGH WATER MARK.
 LX5483'
 LX5483'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5483'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5483'NO. 1 AND NO. 2 ARE STANDARD BRONZE DISC IN OUTCROPPING BEDROCK.
 LX5483'
 LX5483'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN LEDGE
 LX5483'N AND NE OF STATION RESPECTIVELY.
 LX5483'
 LX5483'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5483
 LX5483                          STATION RECOVERY (1954)
 LX5483
 LX5483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5483'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE
 LX5483'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LX5483'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LX5483'
 LX5483'STATION MARK IS STAMPED MILLSTONE 1934.
 LX5483'
 LX5483'REFERENCE MARK 1 IS STAMPED MILLSTONE NO 1 1934.
 LX5483'
 LX5483'REFERENCE MARK 2 IS STAMPED MILLSTONE NO 2 1934.
 LX5483
 LX5483                          STATION RECOVERY (1971)
 LX5483
 LX5483'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5483'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5483'REACH THE STATION FROM THE WATERFORD-EAST LYME TOWN LINE (NIANTIC
 LX5483'RIVER) GO EAST ON ROUTE 1A (BOSTON POST ROAD) FOR 0.5 MILE TO A
 LX5483'ROAD ON THE RIGHT.  THIS ROAD IS THE MAIN ROAD LEADING TO THE
 LX5483'NORTHEAST UTILITIES MILLSTONE NUCLEAR POWER PLANT AND THE STATION
 LX5483'IS ABOUT 0.3 MILE SOUTHEAST OF THE MAIN GATE.
 LX5483'
 LX5483'THE STATION IS 70 FEET EAST OF CLAP 6103 AND 75 FEET NORTH OF THE
 LX5483'HIGH WATER MARK.
 LX5483'
 LX5483'REFERENCE MARK IS 12 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5510 ***********************************************************************
 LX5510  DESIGNATION -  MILLSTONE ATOMIC UTIL STACK
 LX5510  PID         -  LX5510
 LX5510  STATE/COUNTY-  CT/NEW LONDON
 LX5510  USGS QUAD   -  NIANTIC (1983)
 LX5510
 LX5510                         *CURRENT SURVEY CONTROL
 LX5510  ___________________________________________________________________
 LX5510* NAD 83(1996)-  41 18 34.89985(N)    072 09 56.74088(W)     ADJUSTED  
 LX5510* NAVD 88     -                                                        
 LX5510  ___________________________________________________________________
 LX5510  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 LX5510  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX5510
 LX5510  HORZ ORDER  -  THIRD
 LX5510
 LX5510.The horizontal coordinates were established by classical geodetic methods
 LX5510.and adjusted by the National Geodetic Survey in August 1998..
 LX5510
 LX5510
 LX5510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5510
 LX5510.The geoid height was determined by GEOID03.
 LX5510
 LX5510;                    North         East     Units Scale Factor Converg.
 LX5510;SPC CT       -   205,469.081   353,724.010   MT  0.99999074   +0 23 14.6
 LX5510;SPC CT       -   674,109.81  1,160,509.52   sFT  0.99999074   +0 23 14.6
 LX5510;SPC NY L     -   128,541.739   453,592.330   MT  1.00002703   +1 11 59.1
 LX5510;SPC NY L     -   421,724.02  1,488,160.84   sFT  1.00002703   +1 11 59.1
 LX5510;UTM  18      - 4,577,012.452   737,257.214   MT  1.00029282   +1 52 18.6
 LX5510
 LX5510                          SUPERSEDED SURVEY CONTROL
 LX5510
 LX5510  NAD 83(1992)-  41 18 34.89865(N)    072 09 56.74019(W) AD(       ) 4
 LX5510  NAD 83(1986)-  41 18 34.90036(N)    072 09 56.74488(W) AD(       ) 4
 LX5510  NAD 27      -  41 18 34.54886(N)    072 09 58.47092(W) AD(       ) 3
 LX5510
 LX5510.Superseded values are not recommended for survey control.
 LX5510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5510.See file dsdata.txt to determine how the superseded data were derived.
 LX5510
 LX5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3725777012(NAD 83)
 LX5510_MARKER: 63 = STACK
 LX5510
 LX5510  HISTORY     - Date     Condition        Report By
 LX5510  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5510
 LX5510                          STATION DESCRIPTION
 LX5510
 LX5510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5510'THE STATION IS THE TOP CENTER OF THE MILLSTONE ATOMIC UTILITY
 LX5510'COMPANY STACK WHICH IS OWNED BY MILLSTONE CORPORATION.  THE
 LX5510'STACK IS PAINTED RED AND WHITE AND IS ABOUT 375 FEET HIGH.
 LX5510'
 LX5510'STATION IS ABOUT 5 MILES SOUTHWEST OF NEW LONDON, 1-1/2
 LX5510'MILES SOUTHEAST OF NIANTIC AND ON MILLSTONE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5468 ***********************************************************************
 LX5468  DESIGNATION -  MINOR
 LX5468  PID         -  LX5468
 LX5468  STATE/COUNTY-  CT/NEW LONDON
 LX5468  USGS QUAD   -  NIANTIC (1983)
 LX5468
 LX5468                         *CURRENT SURVEY CONTROL
 LX5468  ___________________________________________________________________
 LX5468* NAD 83(1996)-  41 21 08.12907(N)    072 10 44.71041(W)     ADJUSTED  
 LX5468* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5468  ___________________________________________________________________
 LX5468  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 LX5468  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5468
 LX5468  HORZ ORDER  -  SECOND
 LX5468
 LX5468.The horizontal coordinates were established by classical geodetic methods
 LX5468.and adjusted by the National Geodetic Survey in August 1998..
 LX5468
 LX5468.The orthometric height was scaled from a topographic map.
 LX5468
 LX5468.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5468
 LX5468.The geoid height was determined by GEOID03.
 LX5468
 LX5468;                    North         East     Units Scale Factor Converg.
 LX5468;SPC CT       -   210,188.604   352,576.988   MT  0.99998813   +0 22 42.8
 LX5468;SPC CT       -   689,593.78  1,156,746.33   sFT  0.99998813   +0 22 42.8
 LX5468;UTM  18      - 4,581,702.064   735,987.868   MT  1.00028542   +1 51 52.6
 LX5468
 LX5468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5468!SPC CT       -   1.00000389  x   0.99998813  =   0.99999202
 LX5468!UTM  18      -   1.00000389  x   1.00028542  =   1.00028931
 LX5468
 LX5468:                Primary Azimuth Mark                     Grid Az
 LX5468:SPC CT       -  OSWEG                                    161 17 45.7
 LX5468:UTM  18      -  OSWEG                                    159 48 35.9
 LX5468
 LX5468|---------------------------------------------------------------------|
 LX5468| PID    Reference Object                     Distance      Geod. Az  |
 LX5468|                                                           dddmmss.s |
 LX5468| LX5470 OSWEG                               461.532 METERS 1614028.5 |
 LX5468| LX5465 PINE                                APPROX. 0.5 KM 2032705.0 |
 LX5468| CZ6812 MINOR RM 1                            9.270 METERS 25602     |
 LX5468| CZ6813 MINOR RM 2                           28.060 METERS 35811     |
 LX5468|---------------------------------------------------------------------|
 LX5468
 LX5468                          SUPERSEDED SURVEY CONTROL
 LX5468
 LX5468  NAD 83(1992)-  41 21 08.12798(N)    072 10 44.70971(W) AD(       ) 2
 LX5468  NAD 83(1986)-  41 21 08.12928(N)    072 10 44.71412(W) AD(       ) 2
 LX5468  NAD 27      -  41 21 07.79400(N)    072 10 46.43900(W) AD(       ) 2
 LX5468
 LX5468.Superseded values are not recommended for survey control.
 LX5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5468.See file dsdata.txt to determine how the superseded data were derived.
 LX5468
 LX5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3598881702(NAD 83)
 LX5468_MARKER: DS = TRIANGULATION STATION DISK
 LX5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5468+STABILITY: SURFACE MOTION
 LX5468
 LX5468  HISTORY     - Date     Condition        Report By
 LX5468  HISTORY     - 1934     MONUMENTED       CGS
 LX5468  HISTORY     - 1954     GOOD             CGS
 LX5468  HISTORY     - 1984     GOOD             USPSQD
 LX5468
 LX5468                          STATION DESCRIPTION
 LX5468
 LX5468'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5468'THE STATION IS LOCATED ON THE W SIDE OF THE E FORK OF THE
 LX5468'NIANTIC RIVER ON THE PROPERTY OF G.M. MINOR.  THE STATION IS
 LX5468'MARKED BY A STANDARD DISC SET IN THE TOP OF A 10- BY 10- BY
 LX5468'30-INCH CONCRETE POST FLUSH WITH THE GROUND, 15 METERS N OF THE
 LX5468'HIGH WATER LINE, ONE METER N OF THE TOP OF THE RIVER BANK AND
 LX5468'ABOUT 13 METERS SW ALONG THE TOP OF THE RIVER BANK FROM A GROVE
 LX5468'OF PINE TREES.  THE SUB-SURFACE MARK IS A STANDARD DISC SET IN
 LX5468'AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE
 LX5468'MARK.
 LX5468'
 LX5468'SURFACE, UNDERGROUND AND REFERENCE MARKS NOS.1 AND 2 ARE
 LX5468'STANDARD BRONZE DISCS SET IN CONCRETE.
 LX5468'
 LX5468'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN THE TOP OF A 10-
 LX5468'BY 10- BY 30-INCH CONCRETE POST ONE METER N OF THE TOP OF THE
 LX5468'RIVER BANK AND W OF THE STATION.  REFERENCE MARK NO.2 IS A
 LX5468'STANDARD DISC SET IN A SIMILAR POST N OF THE STATION.
 LX5468'
 LX5468'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5468
 LX5468                          STATION RECOVERY (1954)
 LX5468
 LX5468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5468'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5468'DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND FOUND TO BE
 LX5468'CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE WITH THE
 LX5468'FOLLOWING ADDITIONS--
 LX5468'
 LX5468'STATION IS 7.0 FT. SE OF THE CORNER OF THE FENCE OF THE
 LX5468'NORMANDIE STABLES.
 LX5468'
 LX5468'STATION MARK IS STAMPED MINOR 1934.
 LX5468'
 LX5468'REFERENCE MARK 1 IS STAMPED MINOR NO 1 1934.
 LX5468'
 LX5468'REFERENCE MARK 2 IS STAMPED MINOR NO 2 1934.
 LX5468
 LX5468                          STATION RECOVERY (1984)
 LX5468
 LX5468'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5468'MINOR 1934 FOUND GOOD.
 LX5468'MINOR 1934 RM 1 FOUND GOOD.
 LX5468'MINOR 1934 RM 2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5467 ***********************************************************************
 LX5467  DESIGNATION -  MINOR CHIMNEY
 LX5467  PID         -  LX5467
 LX5467  STATE/COUNTY-  CT/NEW LONDON
 LX5467  USGS QUAD   -  NIANTIC (1983)
 LX5467
 LX5467                         *CURRENT SURVEY CONTROL
 LX5467  ___________________________________________________________________
 LX5467* NAD 83(1996)-  41 21 02.52324(N)    072 10 51.79562(W)     ADJUSTED  
 LX5467* NAVD 88     -                                                        
 LX5467  ___________________________________________________________________
 LX5467  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LX5467  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5467
 LX5467  HORZ ORDER  -  THIRD
 LX5467
 LX5467.The horizontal coordinates were established by classical geodetic methods
 LX5467.and adjusted by the National Geodetic Survey in August 1998..
 LX5467
 LX5467
 LX5467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5467
 LX5467.The geoid height was determined by GEOID03.
 LX5467
 LX5467;                    North         East     Units Scale Factor Converg.
 LX5467;SPC CT       -   210,014.582   352,413.429   MT  0.99998821   +0 22 38.1
 LX5467;SPC CT       -   689,022.84  1,156,209.72   sFT  0.99998821   +0 22 38.1
 LX5467;SPC NY L     -   133,068.384   452,217.374   MT  1.00003302   +1 11 23.1
 LX5467;SPC NY L     -   436,575.19  1,483,649.83   sFT  1.00003302   +1 11 23.1
 LX5467;UTM  18      - 4,581,523.807   735,828.830   MT  1.00028450   +1 51 47.7
 LX5467
 LX5467                          SUPERSEDED SURVEY CONTROL
 LX5467
 LX5467  NAD 83(1992)-  41 21 02.52215(N)    072 10 51.79492(W) AD(       ) 4
 LX5467  NAD 83(1986)-  41 21 02.52351(N)    072 10 51.79935(W) AD(       ) 4
 LX5467  NAD 27      -  41 21 02.18600(N)    072 10 53.52400(W) AD(       ) 3
 LX5467
 LX5467.Superseded values are not recommended for survey control.
 LX5467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5467.See file dsdata.txt to determine how the superseded data were derived.
 LX5467
 LX5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3582981524(NAD 83)
 LX5467_MARKER: 85 = CHIMNEY
 LX5467
 LX5467  HISTORY     - Date     Condition        Report By
 LX5467  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5467  HISTORY     - 1968     GOOD             CGS
 LX5467  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5467
 LX5467                          STATION DESCRIPTION
 LX5467
 LX5467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5467'THE HOUSE IS LOCATED ON THE W BANK OF THE E FORK OF THE NIANTIC
 LX5467'RIVER AND IN A RAVINE UNDERNEATH THE HILL.  THE EAVES OF THE
 LX5467'HOUSE IS LEVEL WITH THE TOP OF THE HILL ON THE E SIDE OF THE
 LX5467'HOUSE.  THE SIDE OF THE HILL TO THE E WAS CUT AWAY SO THAT THE E
 LX5467'WALL IS AGAINST THE BANK.  IT IS A TWO-STORY STUCCO BUILDING AND
 LX5467'HAS A CONCRETE PIER IN FRONT OF THE DOOR.  THE CHIMNEYS ARE MADE OF
 LX5467'BROWN BRICK, THE ONE ON THE E BEING ON THE RIDGE OF THE HOUSE.
 LX5467'THE STATION IS THE CENTER LINE OF THE E CHIMNEY.  HEIGHT ABOUT 30
 LX5467'FEET.
 LX5467
 LX5467                          STATION RECOVERY (1968)
 LX5467
 LX5467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5467'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5467
 LX5467                          STATION RECOVERY (1984)
 LX5467
 LX5467'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5467'MINOR CHIMNEY 1934 HOUSE AND CHIMNEY DESTROYED - NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5466 ***********************************************************************
 LX5466  DESIGNATION -  MINOR WINDMILL
 LX5466  PID         -  LX5466
 LX5466  STATE/COUNTY-  CT/NEW LONDON
 LX5466  USGS QUAD   -  NIANTIC (1983)
 LX5466
 LX5466                         *CURRENT SURVEY CONTROL
 LX5466  ___________________________________________________________________
 LX5466* NAD 83(1996)-  41 21 05.22364(N)    072 10 52.02677(W)     ADJUSTED  
 LX5466* NAVD 88     -                                                        
 LX5466  ___________________________________________________________________
 LX5466  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LX5466  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5466
 LX5466  HORZ ORDER  -  THIRD
 LX5466
 LX5466.The horizontal coordinates were established by classical geodetic methods
 LX5466.and adjusted by the National Geodetic Survey in August 1998..
 LX5466
 LX5466
 LX5466.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5466
 LX5466.The geoid height was determined by GEOID03.
 LX5466
 LX5466;                    North         East     Units Scale Factor Converg.
 LX5466;SPC CT       -   210,097.852   352,407.508   MT  0.99998817   +0 22 37.9
 LX5466;SPC CT       -   689,296.04  1,156,190.30   sFT  0.99998817   +0 22 37.9
 LX5466;SPC NY L     -   133,151.565   452,210.272   MT  1.00003314   +1 11 22.9
 LX5466;SPC NY L     -   436,848.09  1,483,626.53   sFT  1.00003314   +1 11 22.9
 LX5466;UTM  18      - 4,581,606.920   735,820.749   MT  1.00028445   +1 51 47.6
 LX5466
 LX5466                          SUPERSEDED SURVEY CONTROL
 LX5466
 LX5466  NAD 83(1992)-  41 21 05.22255(N)    072 10 52.02607(W) AD(       ) 4
 LX5466  NAD 83(1986)-  41 21 05.22393(N)    072 10 52.03049(W) AD(       ) 4
 LX5466  NAD 27      -  41 21 04.89000(N)    072 10 53.76000(W) AD(       ) 3
 LX5466
 LX5466.Superseded values are not recommended for survey control.
 LX5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5466.See file dsdata.txt to determine how the superseded data were derived.
 LX5466
 LX5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3582181607(NAD 83)
 LX5466_MARKER: 66 = WINDMILL
 LX5466
 LX5466  HISTORY     - Date     Condition        Report By
 LX5466  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5466  HISTORY     - 1954     GOOD             CGS
 LX5466  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5466
 LX5466                          STATION DESCRIPTION
 LX5466
 LX5466'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5466'THE WINDMILL IS ON THE W SIDE OF THE E FORK OF THE NIANTIC RIVER
 LX5466'AND JUST E OF THE ROAD ALONG THIS SIDE OF THE RIVER.  THE WINDMILL
 LX5466'IS JUST S OF THE GARAGE AND SERVANTS QUARTERS AND W OF A CLUSTER
 LX5466'OF PINE TREES THAT IS NEAR THE ROAD.  IT IS ON TOP OF A
 LX5466'CYLINDRICAL WOODEN TANK THAT IS SUPPORTED ON AN ANGLE IRON TOWER.
 LX5466'THE FOUR CORNERS OF THE TOWER FORMS THE CORNER OF A SMALL
 LX5466'SHINGLE HOUSE AT THE BASE OF THE TOWER.  THE STATION IS THE
 LX5466'CENTER LINE OF THE TANK.  HEIGHT ABOUT 40 FEET ABOVE GROUND.
 LX5466
 LX5466                          STATION RECOVERY (1954)
 LX5466
 LX5466'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5466'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION
 LX5466'IS ADEQUATE.
 LX5466
 LX5466                          STATION RECOVERY (1984)
 LX5466
 LX5466'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5466'WINDMILL DESTROYED - NO LONGER IN EXISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW5516 ***********************************************************************
 LW5516  DESIGNATION -  MISERY HILL RESET
 LW5516  PID         -  LW5516
 LW5516  STATE/COUNTY-  CT/NEW LONDON
 LW5516  USGS QUAD   -  VOLUNTOWN (1975)
 LW5516
 LW5516                         *CURRENT SURVEY CONTROL
 LW5516  ___________________________________________________________________
 LW5516* NAD 83(1996)-  41 35 20.45714(N)    071 52 22.77591(W)     ADJUSTED  
 LW5516* NAVD 88     -       135.     (meters)     443.     (feet)  SCALED    
 LW5516  ___________________________________________________________________
 LW5516  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LW5516  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW5516
 LW5516  HORZ ORDER  -  THIRD
 LW5516
 LW5516.The horizontal coordinates were established by classical geodetic methods
 LW5516.and adjusted by the National Geodetic Survey in August 1998..
 LW5516
 LW5516.The orthometric height was scaled from a topographic map.
 LW5516
 LW5516.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5516
 LW5516.The geoid height was determined by GEOID03.
 LW5516
 LW5516;                    North         East     Units Scale Factor Converg.
 LW5516;SPC CT       -   236,696.480   377,924.492   MT  0.99998361   +0 34 53.4
 LW5516;SPC CT       -   776,561.70  1,239,907.27   sFT  0.99998361   +0 34 53.4
 LW5516;UTM  19      - 4,608,133.855   260,528.567   MT  1.00030577   -1 54 28.6
 LW5516
 LW5516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5516!SPC CT       -   0.99998362  x   0.99998361  =   0.99996723
 LW5516!UTM  19      -   0.99998362  x   1.00030577  =   1.00028938
 LW5516
 LW5516|---------------------------------------------------------------------|
 LW5516| PID    Reference Object                     Distance      Geod. Az  |
 LW5516|                                                           dddmmss.s |
 LW5516| CB7897 MISERY HILL RM 1                     22.202 METERS 03516     |
 LW5516| LW1824 1461                                APPROX. 1.9 KM 1222930.5 |
 LW5516| CB7896 MISERY HILL AZ MK                                  1235752.3 |
 LW5516| CB7898 MISERY HILL RM 2                      9.156 METERS 32123     |
 LW5516|---------------------------------------------------------------------|
 LW5516
 LW5516                          SUPERSEDED SURVEY CONTROL
 LW5516
 LW5516  NAD 83(1992)-  41 35 20.45601(N)    071 52 22.77525(W) AD(       ) 3
 LW5516  NAD 83(1986)-  41 35 20.45593(N)    071 52 22.77607(W) AD(       ) 3
 LW5516
 LW5516.Superseded values are not recommended for survey control.
 LW5516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5516.See file dsdata.txt to determine how the superseded data were derived.
 LW5516
 LW5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6052908134(NAD 83)
 LW5516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW5516_SETTING: 66 = SET IN ROCK OUTCROP
 LW5516_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW5516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW5516+STABILITY: POSITION/ELEVATION WELL
 LW5516
 LW5516  HISTORY     - Date     Condition        Report By
 LW5516  HISTORY     - UNK      MONUMENTED
 LW5516  HISTORY     - 1984     SEE DESCRIPTION  NGS
 LW5516
 LW5516                          STATION DESCRIPTION
 LW5516
 LW5516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LW5516'THE STEM FOR THE STATION MARK DISK WAS RECOVERED.  A NEW DISK WAS SET
 LW5516'HOLDING THE CENTER OF THE STEM PLUMB.  REFERENCE MARKS 1 AND 2 WERE
 LW5516'RECOVERED IN GOOD CONDITION.  THE MARK USED FOR THE AZIMUTH MARK,
 LW5516'1461 CTGS, WAS RECOVERED IN GOOD CONDITION BUT IS BLOCKED BY TREES.  T
 LW5516'1975 DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED.  THE
 LW5516'DIRECTION TO THE ESCOHEAG FIRE TOWER WAS NOT OBSERVED AT THIS TIME
 LW5516'DUE TO RAIN AND FOG.  A NEW DESCRIPTION FOLLOWS.
 LW5516'
 LW5516'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTH OF VOLUNTOWN, 1.6
 LW5516'KM (1.0 MI) WEST OF STATE HIGHWAY 49, IN THE PACHANG STATE FOREST AND
 LW5516'OON A HIGH ROCKY HILL KNOWN AS MISERY HILL.  THE PROPERTY IS OWNED BY
 LW5516'THE STATE.  OWNERSHIP--STATE DEPARTMENT OF STATE FOREST AND
 LW5516'ENVIRONMENTAL PROTECTION, MR JOHN OLSEN, RFD 1, VOLUNTOWN, CT,
 LW5516'TELEPHONE 376-2513.
 LW5516'
 LW5516'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN, GO EAST ON
 LW5516'STATE HIGHWAY 138 FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF STATE
 LW5516'HIGHWAYS 49 AND 165.  CONTINUE EAST ON THE HIGHWAYS FOR 0.6 KM (0.35
 LW5516'MI) TO WHERE HIGHWAY 49 TURNS LEFT.  TURN LEFT AND GO NORTH ON
 LW5516'HIGHWAY 49 FOR 0.3 KM (0.2 MI) TO CTGS MONUMENT 1461 ON THE LEFT.
 LW5516'CONTINUE NORTH ON HIGHWAY 49 FOR 1.0 KM (0.65 MI) TO THE ENTRANCE TO
 LW5516'THE PACHANG STATE FOREST ON THE LEFT.  TURN LEFT AND GO WEST AND
 LW5516'NORTHWEST ON A PAVED ROAD FOR 1.0 KM (0.65 MI) TO A FORK.  TAKE THE
 LW5516'LEFT FORK AND GO WEST ON A PAVED AND GRAVELED ROAD FOR 0.2 KM (0.1
 LW5516'MI) TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WEST ON THE GRAVELED
 LW5516'ROAD FOR 0.7 KM (0.45 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH
 LW5516'ON A GRAVELED ROAD FOR 0.8 KM (0.5 MI) TO WHERE THE ROAD TURNS LEFT.
 LW5516'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.2 KM (0.15 MI) TO
 LW5516'THE END OF THE ROAD AND TRUCK TRAVEL.  PACK EAST UP A STEEP ROCKY
 LW5516'SLOPE FOR ABOUT 400 FT TO THE HIGHEST POINT AND THE STATION.
 LW5516'
 LW5516'THE STATION IS A STANDARD NGS DISK STAMPED--MISERY HILL 1937
 LW5516'1984--SET INTO A 40 FT (12.2 METERS) ROCK OUTCROP.
 LW5516'
 LW5516'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--MISERY HILL NO 1
 LW5516'1937--SET IN A 15 FT (4.6 METERS) ROCK OUTCROP AND 4.5 FT (1.4 METER)
 LW5516'LOWER THAN THE STATION.
 LW5516'
 LW5516'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--MISERY HILL NO 2
 LW5516'1937--SET INTO A 3.0 FT (0.9 METER) BOULDER AND 2.5 FT (0.8 METERS)
 LW5516'LOWER THAN THE STATION.
 LW5516'
 LW5516'AZIMUTH MARK NO 2 IS A STANDARD USC AND GS AND SS DISK STAMPED--1461
 LW5516'SET INTO THE TOP OF A 15 CM (6 INCHES) SQUARE CONCRETE MONUMENT
 LW5516'RECESSED 8 CM (3 INCHES) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5091 ***********************************************************************
 LX5091  DESIGNATION -  MISSIPEAG
 LX5091  PID         -  LX5091
 LX5091  STATE/COUNTY-  CT/NEW LONDON
 LX5091  USGS QUAD   -  UNCASVILLE (1984)
 LX5091
 LX5091                         *CURRENT SURVEY CONTROL
 LX5091  ___________________________________________________________________
 LX5091* NAD 83(1996)-  41 28 14.74258(N)    072 05 26.04161(W)     ADJUSTED  
 LX5091* NAVD 88     -       102.3    (meters)     336.     (feet)  VERTCON   
 LX5091  ___________________________________________________________________
 LX5091  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LX5091  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX5091
 LX5091  HORZ ORDER  -  FIRST
 LX5091
 LX5091.The horizontal coordinates were established by classical geodetic methods
 LX5091.and adjusted by the National Geodetic Survey in August 1998..
 LX5091
 LX5091.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5091
 LX5091.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5091
 LX5091.The geoid height was determined by GEOID03.
 LX5091
 LX5091;                    North         East     Units Scale Factor Converg.
 LX5091;SPC CT       -   223,402.015   359,884.056   MT  0.99998374   +0 26 14.1
 LX5091;SPC CT       -   732,944.78  1,180,719.61   sFT  0.99998374   +0 26 14.1
 LX5091;UTM  18      - 4,595,105.085   742,951.530   MT  1.00032645   +1 55 39.6
 LX5091
 LX5091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5091!SPC CT       -   0.99998872  x   0.99998374  =   0.99997246
 LX5091!UTM  18      -   0.99998872  x   1.00032645  =   1.00031517
 LX5091
 LX5091:                Primary Azimuth Mark                     Grid Az
 LX5091:SPC CT       -  ELIZABETH                                000 14 06.4
 LX5091:UTM  18      -  ELIZABETH                                358 44 40.9
 LX5091
 LX5091|---------------------------------------------------------------------|
 LX5091| PID    Reference Object                     Distance      Geod. Az  |
 LX5091|                                                           dddmmss.s |
 LX5091| LX4767 ELIZABETH                           APPROX. 5.4 KM 0004020.5 |
 LX5091| LX5153 NORWICH HOSP STANDPIPE              APPROX. 3.1 KM 0263128.4 |
 LX5091| LX5135 HALL BROTHERS STACK                 APPROX. 5.5 KM 0615220.3 |
 LX5091| LX5092 MISSIPEAG RM 1                       29.170 METERS 07940     |
 LX5091| CZ6818 MISSIPEAG WM 3                        3.340 METERS 10547     |
 LX5091| CZ6817 MISSIPEAG WM 2                        4.230 METERS 18709     |
 LX5091| LX5158 UNCASVILLE C L P STACK              APPROX. 4.8 KM 1894816.2 |
 LX5091| CZ6814 MISSIPEAG RM 2                       21.128 METERS 20038     |
 LX5091| LX5534 MONTVILLE CABLE TV MAST             APPROX. 5.7 KM 2494058.5 |
 LX5091| LX5541 MONTVILLE ATT MICROWAVE             APPROX. 9.4 KM 2684210.2 |
 LX5091| CZ6815 MISSIPEAG RM 3                       24.266 METERS 27132     |
 LX5091| CZ6819 MISSIPEAG WM 4                        1.540 METERS 28533     |
 LX5091| LX5159 NORWICH RAD WICH MAST               APPROX. 1.1 KM 2921916.5 |
 LX5091| CZ6816 MISSIPEAG WM 1                        2.150 METERS 35356     |
 LX5091|---------------------------------------------------------------------|
 LX5091
 LX5091                          SUPERSEDED SURVEY CONTROL
 LX5091
 LX5091  NAD 83(1992)-  41 28 14.74154(N)    072 05 26.04096(W) AD(       ) 1
 LX5091  NAD 83(1986)-  41 28 14.74238(N)    072 05 26.04386(W) AD(       ) 1
 LX5091  NAD 27      -  41 28 14.39078(N)    072 05 27.76569(W) AD(       ) 1
 LX5091  NGVD 29 (07/19/86)  102.6    (m)          337.     (f) VERT ANG       
 LX5091
 LX5091.Superseded values are not recommended for survey control.
 LX5091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5091.See file dsdata.txt to determine how the superseded data were derived.
 LX5091
 LX5091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4295295105(NAD 83)
 LX5091_MARKER: DB = BENCH MARK DISK
 LX5091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5091+STABILITY: SURFACE MOTION
 LX5091
 LX5091  HISTORY     - Date     Condition        Report By
 LX5091  HISTORY     - 1934     MONUMENTED       CGS
 LX5091  HISTORY     - 1940     GOOD             CTGS
 LX5091  HISTORY     - 1961     GOOD             CGS
 LX5091  HISTORY     - 1971     GOOD             CTDT
 LX5091  HISTORY     - 1975     GOOD             NGS
 LX5091
 LX5091                          STATION DESCRIPTION
 LX5091
 LX5091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5091'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY NO. 32
 LX5091'AND FORT SHANTOK ROAD.  GO 1.8 MILES THROUGH FORT SHANTOK STATE
 LX5091'PARK, TURN RIGHT ON DIRT ROAD AND GO 0.7 MILE OVER THE OLD INDIAN
 LX5091'TRAIL TO THE TOP OF MOHEGAN HILL.  THE STATION IS ON THE E EDGE
 LX5091'OF THE HIGHEST KNOLL ON TOP OF THE HILL.  THE TOP OF THE KNOLL IS
 LX5091'COVERED WITH OAK TREES.  THE E SIDE OF THE KNOLL SHOWS SEVERAL
 LX5091'OUTCROPS OF LEDGE.  THE STATION WAS OCCUPIED
 LX5091'ECCENTRICALLY.  REFERENCE MARK NO. 1 WAS USED AS THE
 LX5091'ECCENTRIC.  THE STATION IS AN ELEVATION DISK SET IN THE TOP OF A
 LX5091'6-INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  THE
 LX5091'STATION IS IN ABOUT THE SAME PLACE AS STATION UNCAS WAS.
 LX5091'
 LX5091'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A BOULDER NE
 LX5091'(MAGNETIC) OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD
 LX5091'DISK SET IN A LEDGE S OF THE STATION AND POINTED TOWARDS REFERENCE
 LX5091'MARK NO. 1
 LX5091'
 LX5091'WITNESS MARKS NO. 1, NO. 2, NO. 3, AND NO. 4 ARE CROSSES IN A
 LX5091'CIRCLE N, S, E, AND W OF STATION.
 LX5091'
 LX5091'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 LX5091
 LX5091                          STATION RECOVERY (1940)
 LX5091
 LX5091'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1940
 LX5091'THE STATION WAS RECOVERED AND IN GOOD CONDITION, BUT THE STATION
 LX5091'MARK IS 5 INCHES ABOVE GROUND, NOT FLUSH, AND THE DISTANCE FROM
 LX5091'THE STATION TO REFERENCE MARK NO. 1 IS 29.60 METERS AND NOT
 LX5091'29.17 METERS AS DESCRIBED BY C.A. SHELTON.
 LX5091
 LX5091                          STATION RECOVERY (1961)
 LX5091
 LX5091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5091'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5091'CONDITION.  THE STATION IS AN ELEVATION DISK, STAMPED MISSIPEAG
 LX5091'1934.  R.M.S 1 AND 2 ARE STANDARD DISKS STAMPED MISSIPEAG NO. 1
 LX5091'1934 AND MISSIPEAG NO. 2 1934.  THE DISTANCE TO R.M. 2 WAS
 LX5091'CHECKED AND FOUND CORRECT AS PUBLISHED (21.13 M.).  THE
 LX5091'HORIZONTAL DISTANCE TO R.M. 1 WAS CHECKED AND FOUND CORRECT AS
 LX5091'ORIGINALLY PUBLISHED (29.17 M.)
 LX5091'
 LX5091'A NEW DESCRIPTION FOLLOWS--
 LX5091'
 LX5091'THE STATION IS ON THE E EDGE OF THE HIGHEST KNOLL ON TOP OF
 LX5091'MOHEGAN HILL.  THE TOP OF THE KNOLL IS COVERED WITH OAK TREES
 LX5091'AND THE E SIDE OF THE KNOLL SHOWS SEVERAL OUTCROPS OF LEDGE.  THE
 LX5091'STATION IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST AND
 LX5091'PROJECTS 5 INCHES ABOVE THE GROUND.  THE STATION IS 67 METERS,
 LX5091'MAGNETIC BEARING S. 14 DEG W. OF A RED SHINGLE HOUSE WITH A
 LX5091'WHITE ROOF BELONGING TO MR. WILLIAM FELKER.
 LX5091'
 LX5091'TO REACH THE STATION FROM CONN. STATE HIGHWAY 32 AND GOLDEN
 LX5091'ROAD, TURN EAST ON GOLDEN ROAD TOWARD MOHEGAN SCHOOL, AND GO
 LX5091'.15 MI. TO A LEFT TURN AND GO .05 MI. TO A RIGHT TURN ON TO PARK
 LX5091'AVE., GO .5 MI. TO PARK AVE. EXT. AND CONTINUE STRAIGHT ON PARK
 LX5091'AVE. EXT. .4 MI TO THE FELKER RESIDENCE.
 LX5091
 LX5091                          STATION RECOVERY (1971)
 LX5091
 LX5091'RECOVERY NOTE BY CT DEPT OF TRANSP 1971 (BGW)
 LX5091'STATION MISSIPEAG AND RMS WERE FOUND IN GOOD CONDITION.
 LX5091
 LX5091                          STATION RECOVERY (1975)
 LX5091
 LX5091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5091'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5091'CONDITION.  WITNESS MARKS NO. 1, NO. 2, NO. 3 AND NO. 4 WERE NOT
 LX5091'FOUND.  A REFERENCE MARK 3 WAS SET AT THIS TIME.  THE ANGLE FROM
 LX5091'STATION HOLMBURG 1934 TO REFERENCE MARK 1 WAS FOUND GREATER BY 2
 LX5091'MINUTES, 2 SECONDS, COMPARED TO THE 1934 OBSERVATIONS.  THE ANGLE
 LX5091'TO REFERENCE MARK 2 CHECKED WITH THE 1934 OBSERVATIONS.  THE
 LX5091'ANGLE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS FOUND
 LX5091'SMALLER BY 1 MINUTE, 23 SECONDS, COMPARED TO THE 1942
 LX5091'OBSERVATIONS.  THE DISTANCE FROM THE STATION TO REFERENCE MARKS
 LX5091'1 AND 2 CHECKED WITH THE 1934 AND THE 1942 OBSERVATIONS.  THE
 LX5091'STATION MARK, REFERENCE MARKS 1 AND 2 ARE STAMPED MISSAPEAG, IT
 LX5091'IS SPELLED MISSIPEAG ON THE GEOGRAPHIC POSITION SHEETS.  DUE
 LX5091'TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5091'
 LX5091'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF NORWICH, 2-3/4
 LX5091'MILES NORTHEAST OF UNCASVILLE, 1 MILE WEST OF THE THAMES RIVER AND
 LX5091'ON UNCAS HILL.  IT IS ON THE PROPERTY OF MR. R. B. WHEELER, 19
 LX5091'RIDGE COURT, UNCASVILLE, CONNECTICUT.  PHONE NUMBER 848-8179.
 LX5091'
 LX5091'TO REACH THE STATION FROM THE POST OFFICE IN UNCASVILLE, GO NORTH
 LX5091'ON STATE HIGHWAY 32 FOR 0.7 MILE TO GOLDEN ROAD ON THE
 LX5091'RIGHT.  TURN RIGHT AND GO EAST ON GOLDEN ROAD FOR 0.2 MILE TO
 LX5091'EDWARD STREET ON THE LEFT.  TURN LEFT AND GO NORTH ON EDWARD
 LX5091'STREET FOR 0.05 MILE TO THE END OF THE STREET.  TURN RIGHT AND
 LX5091'GO EAST AND SOUTH ON PARK AVENUE FOR 0.5 MILE TO A CROSS STREET,
 LX5091'DYDO DRIVE ON THE LEFT AND LINDA AVENUE ON THE RIGHT.  TURN
 LX5091'LEFT AND GO SOUTHWEST ON DYDO DRIVE FOR 0.4 MILE TO PARK AVENUE
 LX5091'EXTENSION.  TURN RIGHT AND GO WEST ON PARK AVENUE
 LX5091'EXTENSION FOR 0.1 MILE TO HOUSE NUMBER 107 ON THE LEFT AND THE
 LX5091'STATION BEHIND THE HOUSE AS DESCRIBED.  THE STATION IS NOT ON
 LX5091'THE HIGHEST PART OF THE HILL.
 LX5091'
 LX5091'STATION MARK, A U.S. COAST AND GEODETIC AND STATE SURVEY DISK
 LX5091'STAMPED MISSAPEAG 1934, IS SET IN A 6-INCH SQUARE CONCRETE POST
 LX5091'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 127 FEET
 LX5091'SOUTH OF A ROCK FENCE THAT IS AT THE SOUTH EDGE OF THE BACK YARD
 LX5091'OF HOUSE NUMBER 107, 63.5 FEET WEST OF A ROCK FENCE AND 14.5 FEET
 LX5091'NORTHWEST OF A 20-INCH OAK TREE WITH A WITNESS SIGN NAILED TO
 LX5091'IT.  THERE IS NO MENTION OF AN UNDERGROUND MARK IN THE 1934
 LX5091'DESCRIPTION.
 LX5091'
 LX5091'REFERENCE MARK 1, A STANDARD DISK STAMPED MISSAPEAG NO 1 1934,
 LX5091'IS CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER THAT PROJECTS
 LX5091'6 INCHES ON THE EAST SIDE AND 18 INCHES ON THE WEST SIDE.  IT IS
 LX5091'44 FEET SOUTHEAST OF A TWIN TRUNKED OAK TREE, ONE TRUNK 12 INCHES
 LX5091'IN DIAMETER AND THE OTHER TRUNK 16 INCHES IN DIAMETER, 35 FEET
 LX5091'EAST OF A ROCK FENCE AND 12 FEET SOUTH-SOUTHWEST OF A 6-INCH
 LX5091'HICKORY TREE.
 LX5091'
 LX5091'REFERENCE MARK 2, A STANDARD DISK STAMPED MISSAPEAG NO 2 1934,
 LX5091'IS CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP THAT PROJECTS
 LX5091'10 FEET ON THE EAST SIDE.  IT IS 107 FEET WEST OF A ROCK FENCE,
 LX5091'24 FEET WEST-SOUTHWEST OF AN 18-INCH OAK TREE, 22.5 FEET SOUTHWEST
 LX5091'OF A TWIN TRUNKED HICKORY TREE, EACH TRUNK 6 INCHES IN DIAMETER
 LX5091'AND 6 FEET WEST OF THE EAST EDGE OF A ROCK LEDGE.
 LX5091'
 LX5091'REFERENCE MARK 3, A STANDARD DISK STAMPED MISSIPEAG 1934 NO 3
 LX5091'1975, IS CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 LX5091'PROJECTS 6 INCHES.  IT IS 123 FEET SOUTH OF A ROCK FENCE, 35 FEET
 LX5091'WEST OF A 14-INCH OAK TREE, 5 FEET SOUTHEAST OF A TWIN TRUNKED
 LX5091'OAK TREE, EACH TRUNK 8 INCHES IN DIAMETER AND 4.5 FEET
 LX5091'EAST-NORTHEAST OF A METAL WITNESS POST.
 LX5091'
 LX5091'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LX5091'
 LX5091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5091'2-3/4 MILES NORTHEAST OF UNCASVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5044 ***********************************************************************
 LX5044  DESIGNATION -  MITCHELL
 LX5044  PID         -  LX5044
 LX5044  STATE/COUNTY-  CT/TOLLAND
 LX5044  USGS QUAD   -  ELLINGTON (1984)
 LX5044
 LX5044                         *CURRENT SURVEY CONTROL
 LX5044  ___________________________________________________________________
 LX5044* NAD 83(1996)-  41 59 46.58395(N)    072 23 57.69131(W)     ADJUSTED  
 LX5044* NAVD 88     -       295.7    (meters)     970.     (feet)  VERTCON   
 LX5044  ___________________________________________________________________
 LX5044  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 LX5044  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX5044
 LX5044  HORZ ORDER  -  FIRST
 LX5044
 LX5044.The horizontal coordinates were established by classical geodetic methods
 LX5044.and adjusted by the National Geodetic Survey in August 1998..
 LX5044
 LX5044.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5044
 LX5044.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5044
 LX5044.The geoid height was determined by GEOID03.
 LX5044
 LX5044;                    North         East     Units Scale Factor Converg.
 LX5044;SPC CT       -   281,617.924   333,853.580   MT  1.00001570   +0 13 57.0
 LX5044;SPC CT       -   923,941.47  1,095,317.95   sFT  1.00001570   +0 13 57.0
 LX5044;UTM  18      - 4,652,634.429   715,399.364   MT  1.00017094   +1 44 26.6
 LX5044
 LX5044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5044!SPC CT       -   0.99995817  x   1.00001570  =   0.99997387
 LX5044!UTM  18      -   0.99995817  x   1.00017094  =   1.00012910
 LX5044
 LX5044|---------------------------------------------------------------------|
 LX5044| PID    Reference Object                     Distance      Geod. Az  |
 LX5044|                                                           dddmmss.s |
 LX5044| CZ6820 MITCHELL RM 1                        24.059 METERS 06007     |
 LX5044| LX4973 WEISER                              APPROX. 6.6 KM 1493003.3 |
 LX5044| CZ6821 MITCHELL RM 2                        23.619 METERS 19107     |
 LX5044|---------------------------------------------------------------------|
 LX5044
 LX5044                          SUPERSEDED SURVEY CONTROL
 LX5044
 LX5044  NAD 83(1996)-  41 59 46.58390(N)    072 23 57.69131(W) AD(       ) 1
 LX5044  NAD 83(1992)-  41 59 46.58449(N)    072 23 57.69175(W) AD(       ) 1
 LX5044  NAD 83(1992)-  41 59 46.58460(N)    072 23 57.69190(W) AD(       ) 1
 LX5044  NAD 83(1986)-  41 59 46.58598(N)    072 23 57.69175(W) AD(       ) 1
 LX5044  NAD 27      -  41 59 46.23945(N)    072 23 59.39887(W) AD(       ) 1
 LX5044  NGVD 29 (07/19/86)  295.9    (m)          971.     (f) VERT ANG       
 LX5044
 LX5044.Superseded values are not recommended for survey control.
 LX5044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5044.See file dsdata.txt to determine how the superseded data were derived.
 LX5044
 LX5044_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1539952634(NAD 83)
 LX5044_MARKER: DS = TRIANGULATION STATION DISK
 LX5044_SETTING: 66 = SET IN ROCK OUTCROP
 LX5044_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5044_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5044+STABILITY: POSITION/ELEVATION WELL
 LX5044
 LX5044  HISTORY     - Date     Condition        Report By
 LX5044  HISTORY     - 1979     MONUMENTED       NGS
 LX5044  HISTORY     - 20031014 GOOD             INDIV
 LX5044
 LX5044                          STATION DESCRIPTION
 LX5044
 LX5044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5044'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF THE
 LX5044'CONNECTICUT-MASSACHUSETTS STATE LINE, 2-1/2 MILES EAST OF
 LX5044'SOMERS AND 3 MILES NORTHWEST OF WEST STAFFORD ON
 LX5044'PROPERTY OWNED BY THE STATE OF CONNECTICUT.
 LX5044'
 LX5044'TO REACH THE STATION FROM THE POST OFFICE IN SOMERS, GO EAST
 LX5044'FOLLOWING STATE HIGHWAY 190 FOR 1.0 MILES TO A CROSSROAD.
 LX5044'CONTINUE EAST ON STATE HIGHWAY 190 FOR 0.15 MILES TO A
 LX5044'SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 0.1 MILE
 LX5044'TO END OF ASPHALT ROAD.  CONTINUE AHEAD ON GRAVEL ROAD FOR
 LX5044'1.2 MILES TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTHERLY
 LX5044'FOR 0.3 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO WESTERLY
 LX5044'FOR 0.3 MILE TO THE TOP OF THE RIDGE AND THE STATION
 LX5044'AS DESCRIBED.
 LX5044'
 LX5044'THE STATION IS A STANDARD NGS DISK
 LX5044'STAMPED---MITCHELL 1979---,
 LX5044'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, FLUSH WITH THE
 LX5044'GROUND.
 LX5044'IT IS LOCATED
 LX5044'32.9 FEET SOUTHEAST FROM A 6-INCH OAK TREE,
 LX5044'23.4 FEET SOUTHWEST FROM A 10-INCH OAK TREE WITH A TRIANGLE BLAZE
 LX5044'AND
 LX5044'15.9 FEET NORTHWEST FROM A ROCK LEDGE AND BOULDER.
 LX5044'
 LX5044'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5044'STAMPED---MITCHELL NO 1 1979---,
 LX5044'CEMENTED IN DRILL HOLE IN A ROCK LEDGE, FLUSH WITH THE GROUND.
 LX5044'IT IS LOCATED
 LX5044'64 FEET EAST FROM THE 10-INCH OAK TREE,
 LX5044'23 FEET SOUTH FROM A 12-INCH PINE TREE,
 LX5044'12.5 FEET NORTHEAST FROM A 6-INCH PINE TREE AND
 LX5044'2.6 FEET WEST FROM THE EDGE OF THE ROCK LEDGE.
 LX5044'MARK IS ABOVE STATION 1 METER.
 LX5044'
 LX5044'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5044'STAMPED---MITCHELL NO 2 1979---,
 LX5044'CEMENTED IN A DRILL HOLE IN A ROCK LEDGE, FLUSH WITH THE GROUND.
 LX5044'IT IS LOCATED
 LX5044'17.5 FEET SOUTH FROM A 10-INCH OAK TREE,
 LX5044'8.5 FEET EAST FROM A 10-INCH PINE TREE AND
 LX5044'2 FEET NORTH-NORTHEAST FROM THE EDGE OF THE ROCK LEDGE.
 LX5044'MARK IS LEVEL WITH STATION.
 LX5044'
 LX5044'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON
 LX5044'LINE AND THE TERRAIN.
 LX5044'
 LX5044'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.4 METERS.
 LX5044'
 LX5044'DESCRIBED BY P.C. OSLEY, CHECKED BY R.L. RAMSEY.
 LX5044
 LX5044                          STATION RECOVERY (2003)
 LX5044
 LX5044'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX5044'FOUND STATION AND RM'S 1 AND 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5589 ***********************************************************************
 AI5589  PACS        -  This is a Primary Airport Control Station.
 AI5589  DESIGNATION -  MMK A
 AI5589  PID         -  AI5589
 AI5589  STATE/COUNTY-  CT/NEW HAVEN
 AI5589  USGS QUAD   -  MERIDEN (1992)
 AI5589
 AI5589                         *CURRENT SURVEY CONTROL
 AI5589  ___________________________________________________________________
 AI5589* NAD 83(1996)-  41 30 46.96261(N)    072 49 55.39390(W)     ADJUSTED  
 AI5589* NAVD 88     -        30.84   (meters)     101.2    (feet)  GPS OBS   
 AI5589  ___________________________________________________________________
 AI5589  X           -   1,411,820.832 (meters)                     COMP
 AI5589  Y           -  -4,569,905.114 (meters)                     COMP
 AI5589  Z           -   4,205,258.237 (meters)                     COMP
 AI5589  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AI5589  ELLIP HEIGHT-           1.46  (meters)          (06/22/01) GPS OBS
 AI5589  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AI5589
 AI5589  HORZ ORDER  -  B
 AI5589  ELLP ORDER  -  FOURTH    CLASS I
 AI5589
 AI5589.This mark is at Meriden Markham Mun Airport (MMK)
 AI5589
 AI5589.The horizontal coordinates were established by GPS observations
 AI5589.and adjusted by the National Geodetic Survey in May 2000..
 AI5589
 AI5589.The orthometric height was determined by GPS observations and a
 AI5589.high-resolution geoid model.
 AI5589
 AI5589.GPS derived orthometric heights for airport stations designated as
 AI5589.PACS or SACS are published to 2 decimal places.  This maintains
 AI5589.centimeter relative accuracy between the PACS and SACS.  It does
 AI5589.not indicate centimeter accuracy relative to other marks which are
 AI5589.part of the NAVD 88 network.
 AI5589
 AI5589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5589
 AI5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5589
 AI5589.The ellipsoidal height was determined by GPS observations
 AI5589.and is referenced to NAD 83.
 AI5589
 AI5589.The geoid height was determined by GEOID03.
 AI5589
 AI5589;                    North         East     Units Scale Factor Converg.
 AI5589;SPC CT       -   227,891.141   297,950.918   MT  0.99998320   -0 03 15.9
 AI5589;SPC CT       -   747,672.85    977,527.30   sFT  0.99998320   -0 03 15.9
 AI5589;UTM  18      - 4,597,981.567   680,911.799   MT  1.00000279   +1 26 14.2
 AI5589
 AI5589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5589!SPC CT       -   0.99999977  x   0.99998320  =   0.99998297
 AI5589!UTM  18      -   0.99999977  x   1.00000279  =   1.00000256
 AI5589
 AI5589|---------------------------------------------------------------------|
 AI5589| PID    Reference Object                     Distance      Geod. Az  |
 AI5589|                                                           dddmmss.s |
 AI5589| AI5590 MMK B                               298.400 METERS 16008     |
 AI5589|---------------------------------------------------------------------|
 AI5589
 AI5589                          SUPERSEDED SURVEY CONTROL
 AI5589
 AI5589.No superseded survey control is available for this station.
 AI5589
 AI5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8091297982(NAD 83)
 AI5589_MARKER: DD = SURVEY DISK
 AI5589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5589_STAMPING: MMK A 1999
 AI5589_MARK LOGO: NGS   
 AI5589_PROJECTION: RECESSED 4 CENTIMETERS
 AI5589_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5589+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2000
 AI5589_ROD/PIPE-DEPTH: 19.3 meters
 AI5589_SLEEVE-DEPTH  : 1 meters
 AI5589
 AI5589  HISTORY     - Date     Condition        Report By
 AI5589  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5589  HISTORY     - 20000617 GOOD             NGS
 AI5589
 AI5589                          STATION DESCRIPTION
 AI5589
 AI5589'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5589'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) NORTH OF
 AI5589'WALLINGFORD, 4.5 KM (2.80 MI) SOUTHWEST OF MERIDEN, 3.1 KM (1.90 MI)
 AI5589'NORTHWEST OF THE JUNCTION OF STATE ROUTES 15 AND 68, AT THE MERIDEN
 AI5589'MARKHAM MUNICIPAL AIRPORT.  OWNERSHIP-- MERIDEN MARKHAM MUNICIPAL
 AI5589'AIRPORT, C/O ROBERT CARLSON AIRPORT MANAGER, MERIDEN MARKHAM MUNICIPAL
 AI5589'AIRPORT, 213 EVANSVILLE AVENUE, MERIDEN CT 06451, PHONE NUMBER (203)
 AI5589'238-440, FAX NUMBER (203) 634-6542.  THIS STATION REQUIRES 24 HOUR
 AI5589'NOTICE FOR ACCESS.
 AI5589'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 91
 AI5589'AND STATE ROUTE 68 (EXIT 15) GO WEST ALONG ROUTE 68 FOR 2.9 MI (4.7
 AI5589'KM) TO STATE ROUTE 150, CONTINUE WEST 0.3 MI (0.5 KM) ON ROUTE 68 TO
 AI5589'HANOVER ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH 0.60 MI (0.97 KM)
 AI5589'ON HANOVER ROAD TO A STOP SIGN, CONTINUE AHEAD NORTH 0.70 MI (1.13 KM)
 AI5589'ON HANOVER ROAD TO THE TERMINAL ON THE LEFT AND A GATE ON THE LEFT
 AI5589'SIDE OF THE TERMINAL.  PROCEED THROUGH THE GATE AND CONTINUE WEST 0.1
 AI5589'MI (0.2 KM) ON THE RAMP CROSSING THE APPROACH OF RUNWAY 18 TO THE
 AI5589'STATION ON THE RIGHT.
 AI5589'THE STATION IS A PUNCH MARK IN THE TOP OF A 9/16 INCH STAINLESS STEEL
 AI5589'ROD DRIVEN TO A SLOW DRIVING RATE AT A DEPTH OF 19.3 M (63.3 FT) AND
 AI5589'IS RECESSED 0.8 CM BELOW A LOGO CAP IN A 1 M (3.3 FT) NON-TOXIC GREASE
 AI5589'FILLED SLEEVE, AND ENCASED IN A 5-INCH NGS LOGO CAP STAMPED --MMK A
 AI5589'1999-- THAT IS RECESSED 4 CM BELOW THE GROUND.  THE STATION IS 42.85 M
 AI5589'(140.58 FT) WEST OF THE PROJECTED WEST EDGE OF RUNWAY 18, 15.73 M
 AI5589'(51.61 FT) EAST-NORTHEAST OF THE CORNER FENCE POST, 14.30 SOUTHEAST OF
 AI5589'FENCE POST AT THE BEND IN THE FENCE LINE, 11.24 M (36.88 FT)
 AI5589'NORTH-NORTHWEST OF A 1 M (3.3 FT) TALL METAL POST SOUTH OF THE DIRT
 AI5589'ROAD, AND 1 M (3.3 FT) SOUTH OF A CARSONIT WITNESS POST. THIS STATION
 AI5589'IS DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
 AI5589
 AI5589                          STATION RECOVERY (2000)
 AI5589
 AI5589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 AI5589'THE STATION IS LOCATED ABOUT 4.84 KM (3.00 MI) SOUTHWEST OF MERIDEN,
 AI5589'ABOUT 6.44 KM (4.00 MI) NORTHWEST OF THE JUNCTION OF INTERSTATE
 AI5589'HIGHWAY 91 (EXIT 15) AND STATE ROUTE 68, AT THE MERIDEN MARKHAM
 AI5589'MUNICIPAL AIRPORT ON THE WEST SIDE OF THE AIRPORT PROPERTY ABOUT
 AI5589'67.1 M (220.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE END OF
 AI5589'RUNWAY 18 NEAR THE ENTRANCE GATE OF A CHAIN LINK FENCE AT THE
 AI5589'SOUTHEAST CORNER OF THE PROPERTY OF THE MARINO CORPORATION.
 AI5589'OWNERSHIP--CITY OF MERIDEN.  CONTACT MR ROBERT CARLSON (AIRPORT
 AI5589'MANAGER) ONE DAY IN ADVANCE BEFORE OCCUPYING THE STATION, PHONE
 AI5589'203-238-4400.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AI5589'HIGHWAY 91 (EXIT 15) AND STATE HIGHWAY 68 LOCATED ON THE
 AI5589'SOUTHEAST SIDE OF MERIDEN, GO WEST ON HIGHWAY 68 FOR 4.7 KM (2.90
 AI5589'MI) TO THE JUNCTION OF STATE HIGHWAY 150, CONTINUE AHEAD, WEST ON
 AI5589'HIGHWAY 68 FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF HANOVER ROAD ON
 AI5589'THE RIGHT (AT A TRAFFIC LIGHT), TURN RIGHT, NORTH ON HANOVER ROAD
 AI5589'FOR 0.97 KM (0.60 MI) TO THE JUNCTION OF CHIMNEY HILL ROAD ON THE LEFT
 AI5589'(AT A THREE WAY STOP), CONTINUE STRAIGHT AHEAD, NORTH ON HANOVER
 AI5589'ROAD FOR 1.13 KM (0.70 MI) TO THE AIRPORT ENTRANCE DRIVE AT THE
 AI5589'AIRPORT BEACON ON THE LEFT, TURN LEFT, EAST ON THE DRIVE FOR ABOUT
 AI5589'15.24 M (50.00 FT) TO A GATE AND THE AIRPORT OFFICE ON ITS NORTH SIDE,
 AI5589'(FOR ACCESS CONTACT AIRPORT MANAGER AS STATED ABOVE), PASS
 AI5589'THROUGH THE GATE AND BEAR LEFT, SOUTHWEST ACROSS THE APRON TO
 AI5589'THE HOLD BAR FOR THE END OF RUNWAY 18, TURN RIGHT, WEST AND
 AI5589'CROSS THE END OF RUNWAY 18 AND ONTO THE GRASS, BEAR RIGHT,
 AI5589'NORTHWEST FOR ABOUT 45.72 M (150.00 FT) TO A DIM TRACK ROAD
 AI5589'BETWEEN TWO METAL I-BEAMS (OLD GATE) PROJECTING ABOUT 1.22 M (4.00
 AI5589'FT) ABOVE THE GROUND, TURN LEFT, WEST ON THE DIM TRACK ROAD
 AI5589'PASSING THROUGH THE METAL I-BEAMS FOR ABOUT 7.62 M (25.00 FT) TO A
 AI5589'CHAIN LINK GATE STRAIGHT AHEAD AND TO THE STATION ON THE RIGHT ON
 AI5589'THE NORTH SIDE OF A CUT BANK.  THE STATION IS A PUNCH MARK ON THE
 AI5589'TOP OF A STAINLESS STEEL ROD IN A GREASE-FILLED SLEEVE, ENCASED IN A
 AI5589'13 CM PVC PIPE WITH AN NGS LOGO CAP SURROUNDED BY CONCRETE
 AI5589'ABOUT FLUSH WITH THE GROUND.  LOCATED 66.61 M (218.54 FT)
 AI5589'NORTHWEST OF THE NORTHWEST CORNER OF THE END OF RUNWAY 18,
 AI5589'14.33 M (47.01 FT) NORTHEAST OF THE SOUTH GATE POST OF A CHAIN LINK
 AI5589'FENCE, 10.21 M (33.50 FT) NORTHWEST OF THE SOUTH METAL I-BEAM FOR
 AI5589'THE TRACK ROAD, 3.97 M (13.02 FT) NORTH OF THE CENTER OF THE TRACK
 AI5589'ROAD AND 2.05 M (6.73 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AI5589'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5590 ***********************************************************************
 AI5590  SACS        -  This is a Secondary Airport Control Station.
 AI5590  DESIGNATION -  MMK B
 AI5590  PID         -  AI5590
 AI5590  STATE/COUNTY-  CT/NEW HAVEN
 AI5590  USGS QUAD   -  MERIDEN (1992)
 AI5590
 AI5590                         *CURRENT SURVEY CONTROL
 AI5590  ___________________________________________________________________
 AI5590* NAD 83(1996)-  41 30 37.86571(N)    072 49 51.02187(W)     ADJUSTED  
 AI5590* NAVD 88     -        30.18   (meters)      99.0    (feet)  GPS OBS   
 AI5590  ___________________________________________________________________
 AI5590  X           -   1,411,972.457 (meters)                     COMP
 AI5590  Y           -  -4,570,052.426 (meters)                     COMP
 AI5590  Z           -   4,205,047.638 (meters)                     COMP
 AI5590  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AI5590  ELLIP HEIGHT-           0.79  (meters)          (06/04/02) GPS OBS
 AI5590  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AI5590
 AI5590  HORZ ORDER  -  FIRST
 AI5590  ELLP ORDER  -  FOURTH    CLASS I
 AI5590
 AI5590.This mark is at Meriden Markham Mun Airport (MMK)
 AI5590
 AI5590.The horizontal coordinates were established by GPS observations
 AI5590.and adjusted by the National Geodetic Survey in May 2000..
 AI5590
 AI5590.The orthometric height was determined by GPS observations and a
 AI5590.high-resolution geoid model.
 AI5590
 AI5590.GPS derived orthometric heights for airport stations designated as
 AI5590.PACS or SACS are published to 2 decimal places.  This maintains
 AI5590.centimeter relative accuracy between the PACS and SACS.  It does
 AI5590.not indicate centimeter accuracy relative to other marks which are
 AI5590.part of the NAVD 88 network.
 AI5590
 AI5590.Photographs are available for this station.
 AI5590
 AI5590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5590
 AI5590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5590
 AI5590.The ellipsoidal height was determined by GPS observations
 AI5590.and is referenced to NAD 83.
 AI5590
 AI5590.The geoid height was determined by GEOID03.
 AI5590
 AI5590;                    North         East     Units Scale Factor Converg.
 AI5590;SPC CT       -   227,610.402   298,052.035   MT  0.99998322   -0 03 13.0
 AI5590;SPC CT       -   746,751.79    977,859.05   sFT  0.99998322   -0 03 13.0
 AI5590;UTM  18      - 4,597,703.550   681,020.192   MT  1.00000327   +1 26 16.9
 AI5590
 AI5590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5590!SPC CT       -   0.99999988  x   0.99998322  =   0.99998310
 AI5590!UTM  18      -   0.99999988  x   1.00000327  =   1.00000315
 AI5590
 AI5590|---------------------------------------------------------------------|
 AI5590| PID    Reference Object                     Distance      Geod. Az  |
 AI5590|                                                           dddmmss.s |
 AI5590| AI5589 MMK A                               298.400 METERS 34008     |
 AI5590|---------------------------------------------------------------------|
 AI5590
 AI5590                          SUPERSEDED SURVEY CONTROL
 AI5590
 AI5590.No superseded survey control is available for this station.
 AI5590
 AI5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8102097704(NAD 83)
 AI5590_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5590_STAMPING: MMK B 1999
 AI5590_MARK LOGO: NGS   
 AI5590_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5590+STABILITY: SURFACE MOTION
 AI5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5590+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5590
 AI5590  HISTORY     - Date     Condition        Report By
 AI5590  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5590
 AI5590                          STATION DESCRIPTION
 AI5590
 AI5590'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5590'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) NORTH OF
 AI5590'WALLINGFORD, 4.5 KM (2.80 MI) SOUTHWEST OF MERIDEN, 3.1 KM (1.90 MI)
 AI5590'NORTHWEST OF THE JUNCTION OF STATE ROUTES 15 AND 68, AT THE MERIDEN
 AI5590'MARKHAM MUNICIPAL AIRPORT.  OWNERSHIP-- MERIDEN MARKHAM MUNICIPAL
 AI5590'AIRPORT, C/O ROBERT CARLSON AIRPORT MANAGER, MERIDEN MARKHAM MUNICIPAL
 AI5590'AIRPORT, 213 EVANSVILLE AVENUE, MERIDEN CT 06451, PHONE NUMBER (203)
 AI5590'238-440, FAX NUMBER (203) 634-6542.  THIS STATION REQUIRES 24 HOUR
 AI5590'NOTICE FOR ACCESS.
 AI5590'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  INTERSTATE HIGHWAY
 AI5590'91 AND STATE ROUTE 68 (EXIT 15) GO WEST ALONG ROUTE 68 FOR 2.9 MI (4.7
 AI5590'KM) TO STATE ROUTE 150, CONTINUE WEST 0.3 MI (0.5 KM) ON ROUTE 68 TO A
 AI5590'PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH 0.60 MI (0.97 KM) ON
 AI5590'HANOVER ROAD TO A STOP SIGN, CONTINUE AHEAD NORTH 0.70 MI (1.13 KM) ON
 AI5590'HANOVER ROAD THE TERMINAL ON THE LEFT AND A GATE ON THE LEFT SIDE OF
 AI5590'THE TERMINAL.  PROCEED THROUGH THE GATE PROCEED SOUTH 0.20 MI (0.32
 AI5590'KM) ALONG TWY ALPHA TO TWY CHARLIE ON THE RIGHT. TURN RIGHT AND
 AI5590'PROCEED WEST 0.05 ALONG TWY CHARLIE AND ACROSS RWY 18-36 TO THE
 AI5590'STATION ON THE LEFT, NEAR THE TOP OF A STEEP BANK.
 AI5590'THE STATION IS LOCATED 94.79 M (310.99 FT) ON AN AZIMUTH OF 190
 AI5590'DEGREES FROM THE WINDSOCK, 34.14 M (112.01 FT) ON AN AZIMUTH OF 270
 AI5590'DEGREES FROM THE EDGE OF PAVEMENT OF RWY 18-32, AND 1.3 M (4.3 FT) ON
 AI5590'AN AZIMUTH OF 90 DEGREES FROM THE TOP OF A STEEP BANK.  THE STATION IS
 AI5590'A BRONZE NGS HORIZONTAL CONTROL DISK STAMPED--MMK B 1999-- SET IN THE
 AI5590'TOP OF A 0.3 M (1.0 FT) DIAMETER CONCRETE MONUMENT 1.3 M (4.3 FT) IN
 AI5590'DEPTH.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI5590'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI5591 ***********************************************************************
 AI5591  SACS        -  This is a Secondary Airport Control Station.
 AI5591  DESIGNATION -  MMK C
 AI5591  PID         -  AI5591
 AI5591  STATE/COUNTY-  CT/NEW HAVEN
 AI5591  USGS QUAD   -  MERIDEN (1992)
 AI5591
 AI5591                         *CURRENT SURVEY CONTROL
 AI5591  ___________________________________________________________________
 AI5591* NAD 83(1996)-  41 30 18.06517(N)    072 49 35.09860(W)     ADJUSTED  
 AI5591* NAVD 88     -        28.50   (meters)      93.5    (feet)  GPS OBS   
 AI5591  ___________________________________________________________________
 AI5591  X           -   1,412,444.413 (meters)                     COMP
 AI5591  Y           -  -4,570,328.987 (meters)                     COMP
 AI5591  Z           -   4,204,589.060 (meters)                     COMP
 AI5591  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AI5591  ELLIP HEIGHT-          -0.90  (meters)          (06/04/02) GPS OBS
 AI5591  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AI5591
 AI5591  HORZ ORDER  -  FIRST
 AI5591  ELLP ORDER  -  FOURTH    CLASS I
 AI5591
 AI5591.This mark is at Meriden Markham Mun Airport (MMK)
 AI5591
 AI5591.The horizontal coordinates were established by GPS observations
 AI5591.and adjusted by the National Geodetic Survey in May 2000..
 AI5591
 AI5591.The orthometric height was determined by GPS observations and a
 AI5591.high-resolution geoid model.
 AI5591
 AI5591.GPS derived orthometric heights for airport stations designated as
 AI5591.PACS or SACS are published to 2 decimal places.  This maintains
 AI5591.centimeter relative accuracy between the PACS and SACS.  It does
 AI5591.not indicate centimeter accuracy relative to other marks which are
 AI5591.part of the NAVD 88 network.
 AI5591
 AI5591.Photographs are available for this station.
 AI5591
 AI5591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5591
 AI5591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5591
 AI5591.The ellipsoidal height was determined by GPS observations
 AI5591.and is referenced to NAD 83.
 AI5591
 AI5591.The geoid height was determined by GEOID03.
 AI5591
 AI5591;                    North         East     Units Scale Factor Converg.
 AI5591;SPC CT       -   226,999.209   298,420.743   MT  0.99998326   -0 03 02.4
 AI5591;SPC CT       -   744,746.57    979,068.72   sFT  0.99998326   -0 03 02.4
 AI5591;UTM  18      - 4,597,102.149   681,404.693   MT  1.00000499   +1 26 26.9
 AI5591
 AI5591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5591!SPC CT       -   1.00000014  x   0.99998326  =   0.99998340
 AI5591!UTM  18      -   1.00000014  x   1.00000499  =   1.00000513
 AI5591
 AI5591                          SUPERSEDED SURVEY CONTROL
 AI5591
 AI5591.No superseded survey control is available for this station.
 AI5591
 AI5591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8140597102(NAD 83)
 AI5591_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5591_STAMPING: MMK C 1999
 AI5591_MARK LOGO: NGS   
 AI5591_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5591+STABILITY: SURFACE MOTION
 AI5591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5591+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5591
 AI5591  HISTORY     - Date     Condition        Report By
 AI5591  HISTORY     - 1999     MONUMENTED       WOOLPT
 AI5591
 AI5591                          STATION DESCRIPTION
 AI5591
 AI5591'DESCRIBED BY WOOLPERT CONSULTANTS 1999 (ARL)
 AI5591'THE STATION IS LOCATED APPROXIMATELY 7.0 KM (4.35 MI) NORTH OF
 AI5591'WALLINGFORD, 4.5 KM (2.80 MI) SOUTHWEST OF MERIDEN, 3.1 KM (1.90 MI)
 AI5591'NORTHWEST OF THE JUNCTION OF STATE ROUTES 15 AND 68, AT THE MERIDEN
 AI5591'MARKHAM MUNICIPAL AIRPORT.  OWNERSHIP-- MERIDEN MARKHAM MUNICIPAL
 AI5591'AIRPORT, C/O ROBERT CARLSON AIRPORT MANAGER, MERIDEN MARKHAM MUNICIPAL
 AI5591'AIRPORT, 213 EVANSVILLE AVENUE, MERIDEN CT 06451, PHONE NUMBER (203)
 AI5591'238-440, FAX NUMBER (203) 634-6542.  THIS STATION REQUIRES 24 HOUR
 AI5591'NOTICE FOR ACCESS.
 AI5591'TO REACH THE STATION FROM THE INTERSECTION OF US INTERSTATE HIGHWAY 91
 AI5591'AND STATE ROUTE 68 (EXIT 15) GO WEST ALONG ROUTE 68 FOR 2.9 MI (4.7
 AI5591'KM) TO STATE ROUTE 150, CONTINUE WEST 0.3 MI (0.5 KM) ON ROUTE 68 TO A
 AI5591'PAVED ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH 0.60 MI (0.97 KM) ON
 AI5591'HANOVER ROAD TO A STOP SIGN, CONTINUE AHEAD NORTH 0.70 MI (1.13 KM) ON
 AI5591'HANOVER ROAD TO THE TERMINAL ON THE LEFT, AND A GATE ON THE LEFT SIDE
 AI5591'OF THE TERMINAL.  PROCEED THROUGH GATE AND GO SOUTH 0.6 MI (1.0 KM) ON
 AI5591'TAXIWAY TO THE END OF TAXIWAY AND THE APPROACH END OF RUNWAY 36 AND
 AI5591'THE STATION ON THE LEFT.
 AI5591'THE STATION IS A BRONZE NGS HORIZONTAL CONTROL MARK DISK STAMPED--MMK
 AI5591'C 1999-- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER 1.3 M (4.3 FT)
 AI5591'DEEP CONCRETE MONUMENT.  THE STATION IS LOCATED 62.94 M (206.50 FT)
 AI5591'FROM THE SOUTHEAST CORNER OF THE RUNWAY ON A MAGNETIC COMPASS AZIMUTH
 AI5591'OF 90 DEGREES, 37.23 M (122.15 FT) FROM THE CENTER POST WITH A
 AI5591'CROSSBAR ON THE CHAIN LINK FENCE ON A MAGNETIC COMPASS AZIMUTH OF 340
 AI5591'DEGREES, 6.10 M (20.01 FT) FROM A FENCE POST ON A MAGNETIC COMPASS
 AI5591'AZIMUTH OF 270 DEGREES.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5591'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3612 ***********************************************************************
 LX3612  DESIGNATION -  MOHAWK
 LX3612  PID         -  LX3612
 LX3612  STATE/COUNTY-  CT/LITCHFIELD
 LX3612  USGS QUAD   -  CORNWALL (1984)
 LX3612
 LX3612                         *CURRENT SURVEY CONTROL
 LX3612  ___________________________________________________________________
 LX3612* NAD 83(1996)-  41 49 17.42781(N)    073 17 49.09540(W)     ADJUSTED  
 LX3612* NAVD 88     -       512.07   (+/-2cm)    1680.0    (feet)  VERTCON   
 LX3612  ___________________________________________________________________
 LX3612  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 LX3612  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3612
 LX3612  HORZ ORDER  -  FIRST
 LX3612  VERT ORDER  -  THIRD (See Below)
 LX3612
 LX3612.The horizontal coordinates were established by classical geodetic methods
 LX3612.and adjusted by the National Geodetic Survey in August 1998..
 LX3612
 LX3612.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3612.The vertical order pertains to the NGVD 29 superseded value.
 LX3612
 LX3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3612
 LX3612.The geoid height was determined by GEOID03.
 LX3612
 LX3612;                    North         East     Units Scale Factor Converg.
 LX3612;SPC CT       -   262,291.227   259,357.726   MT  0.99999573   -0 21 45.6
 LX3612;SPC CT       -   860,533.80    850,909.47   sFT  0.99999573   -0 21 45.6
 LX3612;UTM  18      - 4,631,360.595   641,436.627   MT  0.99984616   +1 08 08.8
 LX3612
 LX3612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3612!SPC CT       -   0.99992432  x   0.99999573  =   0.99992005
 LX3612!UTM  18      -   0.99992432  x   0.99984616  =   0.99977049
 LX3612
 LX3612|---------------------------------------------------------------------|
 LX3612| PID    Reference Object                     Distance      Geod. Az  |
 LX3612|                                                           dddmmss.s |
 LX3612| CB4715 MOHAWK RM 1                          42.860 METERS 04118     |
 LX3612| LX3613 MOHAWK FIRE TOWER                    36.062 METERS 13110     |
 LX3612| LX0761 MT TOM                              APPROX.14.4 KM 1720735.7 |
 LX3612| CB4716 MOHAWK RM 2                          24.870 METERS 18256     |
 LX3612| LX3623 MOHAWK RM 3                          48.167 METERS 29837     |
 LX3612|---------------------------------------------------------------------|
 LX3612
 LX3612                          SUPERSEDED SURVEY CONTROL
 LX3612
 LX3612  NAD 83(1996)-  41 49 17.42775(N)    073 17 49.09572(W) AD(       ) 1
 LX3612  NAD 83(1992)-  41 49 17.42824(N)    073 17 49.09619(W) AD(       ) 1
 LX3612  NAD 83(1992)-  41 49 17.42921(N)    073 17 49.09694(W) AD(       ) 1
 LX3612  NAD 83(1986)-  41 49 17.42877(N)    073 17 49.09791(W) AD(       ) 1
 LX3612  NAD 83(1986)-  41 49 17.42921(N)    073 17 49.09639(W) AD(       ) 1
 LX3612  NAD 27      -  41 49 17.08400(N)    073 17 50.67400(W) AD(       ) 1
 LX3612  NGVD 29 (07/14/89)  512.29   (m)         1680.7    (f) LEVELING    3  
 LX3612
 LX3612.Superseded values are not recommended for survey control.
 LX3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3612.See file dsdata.txt to determine how the superseded data were derived.
 LX3612
 LX3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4143731361(NAD 83)
 LX3612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3612_SETTING: 66 = SET IN ROCK OUTCROP
 LX3612_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3612_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3612+STABILITY: POSITION/ELEVATION WELL
 LX3612
 LX3612  HISTORY     - Date     Condition        Report By
 LX3612  HISTORY     - 1938     MONUMENTED       CTGS
 LX3612  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3612  HISTORY     - 1948     SEE DESCRIPTION  USGS
 LX3612  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX3612  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX3612  HISTORY     - 1974     SEE DESCRIPTION  USGS
 LX3612  HISTORY     - 1979     GOOD             NGS
 LX3612  HISTORY     - 1981     POOR             NGS
 LX3612  HISTORY     - 1984     POOR             NGS
 LX3612
 LX3612                          STATION DESCRIPTION
 LX3612
 LX3612'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX3612'STATION IS A BRONZE DISK, STAMPED MOHAWK-NO.2-1938, SET IN
 LX3612'CONCRETE IN A DEPRESSION IN OUTCROP (ABOUT 15 FEET BY 10 FEET
 LX3612'SHOWING), IN CENTER OF CIRCULAR DRIVE AT TOP OF MOUNTAIN, ABOUT
 LX3612'125 FEET NW OF FIRE TOWER.  IT IS ON THE SUMMIT OF MOHAWK
 LX3612'MOUNTAIN KNOWN AS ROSTED MT., IN THE MOHAWK STATE FOREST, ABOUT
 LX3612'13 MILES SSW FROM NORFOLK, 9 MILES W FROM TORRINGTON, 4 MILES
 LX3612'W BY S OF GOSHEN, AT THE MOHAWK FIRE TOWER OF THE STATE
 LX3612'FORESTRY SERVICE, ON A FLAT ROCK LEDGE IMMEDIATELY N OF THE NW
 LX3612'CORNER OF THE FIRE TOWER AND 14 PACES FROM IT, 9 PACES SE
 LX3612'OF THE S EDGE OF THE CIRCULAR DRIVEWAY, 8 PACES E OF THE W
 LX3612'EDGE OF THE ROCK LEDGE.  THE FIRE TOWER IS A STEEL
 LX3612'STRUCTURE.
 LX3612'
 LX3612'REFERENCE MARK NO.1 IS A BRONZE DISK, STAMPED MOHAWK-1938-NO.1,
 LX3612'CEMENTED IN A DRILL HOLE IN LEDGE 15 FEET BY 10 FEET -- 140.65
 LX3612'FEET NE OF STATION.
 LX3612'
 LX3612'REFERENCE MARK NO.2 IS A BRONZE DISK, STAMPED MOHAWK-1938-NO.2, SET
 LX3612'IN A DRILL HOLE IN LEDGE 30 FEET BY 10 FEET AND 20 FEET S OF ROAD.
 LX3612'
 LX3612'REFERENCE MARK NO.3 IS BRONZE DISK, STAMPED MOHAWK-1938-NO.3,
 LX3612'SET IN A DRILL HOLE IN SMALL OUTCROP 2 FEET BY 1 FOOT NW OF
 LX3612'STATION AND 15 FEET S OF ROAD.  IT IS 158.03 FEET NW OF STATION.
 LX3612'
 LX3612'TO REACH FROM THE JUNCTION OF STATE ROUTES 4 AND 61 AT GOSHEN,
 LX3612'GO W ON ROUTE 4 FOR 2.8 MILES AND TURN LEFT ON T-ROAD AT SIGN
 LX3612'MOWHAK STATE FOREST.  FOLLOW THIS ROAD, FOLLOWING FIRE TOWER
 LX3612'LOOKOUT SIGNS ALONG ROAD TO STATION.
 LX3612'
 LX3612'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3612
 LX3612                          STATION RECOVERY (1942)
 LX3612
 LX3612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3612'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LX3612'TO BE CORRECT.  DISTANCES TO REFERENCE MARKS WERE CHECKED
 LX3612'AND FOUND TO BE CORRECT.  A TRAVERSE CONNECTION WAS MADE TO
 LX3612'THE MOHAWK FIRE TOWER.
 LX3612
 LX3612                          STATION RECOVERY (1948)
 LX3612
 LX3612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LX3612'THE STATION MARK WAS DISTURBED.  TABLET REMOVED BY BREAKING
 LX3612'OFF.  STEM STILL IN HOLE.  SHOULD BE FAIRLY EASY TO REPLACE.
 LX3612
 LX3612                          STATION RECOVERY (1971)
 LX3612
 LX3612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX3612'STATION WAS RECOVERED AND ALL 3 REFERENCE MARKS FOUND IN GOOD
 LX3612'CONDITION, BUT THE STATION DISK HAD BEEN BROKEN OFF AND ONLY
 LX3612'THE STEM REMAINED IN THE HOLE.  THIS STEM WAS REMOVED AND A NEW
 LX3612'STATION DISK SET.  DISTANCES TO RM 1 AND RM 2 CHECKED CLOSELY,
 LX3612'BUT A DIFFERENCE OF 0.24 FOOT WAS NOTED IN DISTANCE TO RM 3.
 LX3612'THIS IS BELIEVED TO BE DUE TO THE GREAT DIFFERENCE (13.9 FEET) IN
 LX3612'ELEVATION BETWEEN STATION AND RM 3, AND THE 1971 DISTANCE
 LX3612'WAS MEASURED USING SLOPE DISTANCE AND A VERTICAL ANGLE TO
 LX3612'COMPUTE HORIZONTAL DISTANCE.  A COMPLETE DESCRIPTION
 LX3612'FOLLOWS--
 LX3612'
 LX3612'STATION IS LOCATED ON THE SUMMIT OF MOHAWK MTN., ABOUT 175
 LX3612'FEET NORTHWEST OF THE PRESENT FIRE TOWER (THE ORIGINAL FIRE
 LX3612'TOWER HAS BEEN TORN DOWN AND ONLY THE FOUNDATION REMAINS), IN
 LX3612'A SMALL MAPLE GROVE ENCIRCLED BY A TRACK ROAD LOOP, AT
 LX3612'SOUTHWEST SIDE OF A LARGE, CIRCULAR, MACADAM PARKING AREA.  DENSE
 LX3612'TREES BLOCK VIEW IN ALL DIRECTIONS EXCEPT FOR A VERY NARROW
 LX3612'ARC TO NORTH.
 LX3612'
 LX3612'TO REACH STATION FROM THE POST OFFICE IN GOSHEN, GO WEST ON
 LX3612'STATE HIGHWAY 4 FOR 2.5 MILES.  TAKE LEFT FORK, ALLYN ROAD, AND
 LX3612'GO 1.85 MILES TO T-ROAD RIGHT.  CONTINUE AHEAD FOR 1.3 MILES TO
 LX3612'TOP OF HILL AND STATION.
 LX3612'
 LX3612'STATION MARK IS A STANDARD DISK STAMPED MOHAWK 1938 1971,
 LX3612'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND, 116.6
 LX3612'FEET NORTHWEST OF NORTHWEST CORNER OF GREEN TELEPHONE CO.
 LX3612'BUILDING AT NORTH SIDE OF LOOKOUT TOWER, 45 FEET SOUTHWEST OF
 LX3612'EDGE OF MACADAM AREA, AND AT THE SOUTHEAST CORNER OF SOUTH 1 OF
 LX3612'2 PICNIC TABLES.
 LX3612'
 LX3612'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MOHWAK NO 1
 LX3612'1938, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH GROUND,
 LX3612'DOWN ON NORTHEAST SLOPE BELOW MACADAM CIRCLE, 18 FEET NORTH OF
 LX3612'EDGE OF MACADAM ROAD, 14 FEET NORTHEAST OF ROW OF BROWN STONE
 LX3612'GUARD POSTS AND 6 FEET LOWER THAN STATION MARK.
 LX3612'
 LX3612'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOHAWK 2
 LX3612'1938, CEMENTED IN A DRILL HOLE IN BEDROCK IN A TRAIL, 25 FEET
 LX3612'EAST OF OUTHOUSE, 35 FEET SUTH DOWN TRAIL FROM TRACK ROAD AND 5
 LX3612'FEET LOWER THAN STATION.
 LX3612'
 LX3612'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MOHAWK
 LX3612'3 1938, CEMENTED IN A DRILL HOLE IN SMALL EXPOSED SECTION OF
 LX3612'BEDROCK FLUSH WITH GROUND, 20 FEET WEST OF CENTER LINE OF TRACK
 LX3612'ROAD AND 13.9 FEET LOWER THAN STATION MARK.  THE MARK BECOMES
 LX3612'COVERED WITH DEBRIS.
 LX3612'
 LX3612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3612'4 MILES WSW OF GOSHEN.
 LX3612
 LX3612                          STATION RECOVERY (1971)
 LX3612
 LX3612'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX3612'MOHAWK-NO. 2-1938 TOP BROKEN OFF.  STEM IS STILL IN HOLE.
 LX3612'
 LX3612'MOHAWK-1938-NO. 1 EXCELLENT
 LX3612'
 LX3612'MOHAWK-1938-NO. 2 EXCELLENT
 LX3612'
 LX3612'MOHAWK-1938-NO. 3 EXCELLENT
 LX3612'
 LX3612'TO REACH FROM THE JUNCTION OF STATS ROUTES 4 AND 63 IN GOSHEN,
 LX3612'GO WEST ON ROUTE 4 FOR 2.7 MILES AND TURN LEFT ON ALLYN
 LX3612'ROAD.  PROCEED FOR ANOTHER 3.0 MILES TO TOP OF HILL AND STATION.
 LX3612
 LX3612                          STATION RECOVERY (1974)
 LX3612
 LX3612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AIM)
 LX3612'STATION WAS RECOVERED AND ALL 3 REFERENCE MARKS FOUND IN
 LX3612'GOOD CONDITION.  THE FOLLOWING INFORMATION SHOULD BE ADDED
 LX3612'TO STATION DESCRIPTION--
 LX3612'
 LX3612'AN OBSERVATION TOWER, APPROXIMATELY 30 FEET HIGH, HAS BEEN
 LX3612'CONSTRUCTED OVER THE STATION-USING FOOTING OF THE ORIGINAL FIRE
 LX3612'TOWER-THUS STATION IS UNDER THE CENTER OF THE OBSERVATION TOWER.
 LX3612'
 LX3612'THE DISTANCE FROM THE STATION TO THE CENTER OF THE FIRE TOWER
 LX3612'WAS MEASURED AND FOUND TO BE 155 FEET.
 LX3612
 LX3612                          STATION RECOVERY (1979)
 LX3612
 LX3612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JCL)
 LX3612'STATION (DRILL HOLE ONLY).  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX3612'GOOD CONDITION.  REFERENCE MARK 3 WAS NOT RECOVERED.  IT IS PROBABLY
 LX3612'IN PLACE.  ALL THE BOULDERS HAVE A THICK LAYER OF MOSS AND DIRT.  A
 LX3612'NEW DESCRIPTION FOLLOWS.
 LX3612'
 LX3612'STATION IS LOCATED 4 MILES WEST-NORTHWEST OF GOSHEN, 4 1/2 MILES
 LX3612'SOUTHEAST OF WEST CORNWALL, IN THE MOHAWK STATE FOREST, UNDER A
 LX3612'28 FOOT HIGH OBSERVATION TOWER.
 LX3612'
 LX3612'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 4 AND 63 IN GOSHEN,
 LX3612'GO WEST ON HIGHWAY 4 FOR 1.8 MILES TO A FORK (MILTON ROAD ON THE
 LX3612'LEFT).  KEEP RIGHT ON HIGHWAY 4 FOR 1.1 MILES TO A PAVED ROAD
 LX3612'LEFT.  TURN LEFT, WEST, ON ALLYN ROAD FOR 1.1 MILES TO A PAVED ROAD
 LX3612'RIGHT IN THE STATE PARK.  CONTINUE AHEAD FOR 1.4 MILES TO END OF ROAD
 LX3612'AND STATION.
 LX3612'
 LX3612'STATION (DRILL HOLE ONLY), IS NOT CENTERED UNDER LOOKOUT TOWER
 LX3612'AS PREVIOUSLY NOTED.  IT IS IN BEDROCK, 4.3 FEET NORTHWEST OF
 LX3612'NORTHWEST CORNER OF SOUTHWEST TOWER FOOTING, 5.3 FEET SOUTHEAST OF
 LX3612'SOUTHEAST CORNER OF NORTHWEST FOOTING, 3 FEET NORTH-NORTHWEST OF
 LX3612'CENTER OF THE BOTTOM STEP OF TOWER.
 LX3612'
 LX3612'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED---MOHAWK
 LX3612'NO 1 1938--- IS SET IN A DRILL HOLE IN A FLUSH 4X5 FOOT BEDROCK.  IT
 LX3612'IS 60 FEET EAST-NORTHEAST OF CENTER OF A LARGE PAINTED COMPASS IN THE
 LX3612'MIDDLE OF THE TURN-AROUND, 47 FEET NORTH OF A UTILITY POLE, 25 FEET
 LX3612'NORTH-NORTHWEST OF THE CENTER OF THE PAVED ROAD (IN LINE WITH DRIVEWAY
 LX3612'LEADING TO AT AND T TOWER, AND 14 FEET EAST OF A 4-INCH FORKED BIRCH T
 LX3612'WITH 1 TRUNK SAWED OFF 2 FEET ABOVE GROUND.
 LX3612'
 LX3612'REFERENCE MARK 2, A STANDARD REFERENCE DISK STAMPED---MOHAWK NO 2
 LX3612'1938--- IS SET IN A DRILL HOLE IN A FLUSH 3 X 35 FOOT BEDROCK WHICH
 LX3612'IS PART OF A TRAIL.  IT IS 14 FEET NORTH OF THE SOUTH END OF THE
 LX3612'BEDROCK, 25 FEET EAST-SOUTHEAST OF AN OUTHOUSE, 49 FEET
 LX3612'SOUTH-SOUTHWEST OF THE CENTER OF A DIRT CIRCLE DRIVE.
 LX3612'
 LX3612'A TOWER OR POLE CAN BE SET ECC 22 FEET NORTH-NORTHEAST OF THE STATION
 LX3612'IN A 5 X 10 FOOT FLAT BEDROCK.
 LX3612'
 LX3612'A 37 FOOT TOWER WILL SEE OUT EXCEPT WHERE ANTENNAS, ETC. MAY BE ON
 LX3612'LINE.
 LX3612
 LX3612                          STATION RECOVERY (1981)
 LX3612
 LX3612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3612'THE STATION MARK WAS RECOVERED AS ONLY A HOLLOW STEM,
 LX3612'REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD CONDITION,
 LX3612'THE DISTANCE TO REFERENCE MARK 2 WAS LONGER BY 0.016 METER,
 LX3612'REFERENCE MARK 3 WAS LONGER BY 0.43 FT. REFERENCE MARK 1 WAS
 LX3612'BLOCKED, DUE TO THE CONSTRUCTION OF A OBSERVATION TOWER
 LX3612'OVER THE STATION MARK.
 LX3612'NO DIRECTION WERE TAKEN FROM THE STATION, THE STEPS OF THE
 LX3612'OBSERVATION TOWER WOULD NOT PERMIT A INSTRUMENT SETUP.  A NEW
 LX3612'REFERENCE MARK 4 WAS ESTABLISHED TO BUILD THE TOWER OVER.
 LX3612'A TAPED TRAVERSE DISTANCE WAS MADE TO THE REFERENCE MARK 4.
 LX3612'A NEW TO REACH FOLLOWS.
 LX3612'THE STATION IS LOCATED ABOUT 15.2 KM (9.5 MI) NORTH OF
 LX3612'WEST MORRIS, 12.8 KM (8 MI) NORTHWEST OF LITCHFIELD, 3.2 KM
 LX3612'(2 MI) WEST OF STATE HIGHWAY 4, ON THE SUMMIT OF MOHAWK MTN
 LX3612'AND WEST-SOUTHWEST OF A PAVED PARKING AREA, UNDER A
 LX3612'OBSERVATION TOWER.
 LX3612'OWNERSHIP--PERMISSION BY DEPARTMENT OF ENVIRONMENTAL
 LX3612'PROTECTION, REGION 1 MR TONY CANTANELLI, PHONE 203-379-0771.
 LX3612'
 LX3612'TO REACH THE STATION FROM POST OFFICE IN GOSHEN.  GO WEST AND
 LX3612'NORTHERLY ON STATE HIGHWAY 4 FOR 4 KM (2.5 MI) TO A FORK.  KEEP
 LX3612'LEFT FORK ON ALLYN ROAD AND GO WESTERLY FOR 3 KM (1.85 MI) TO A
 LX3612'A PAVED SIDE ROAD RIGHT.  CONTINUE AHEAD WESTERLY ON THE PAVED
 LX3612'ROAD FOR 2.1 KM (1.3 MI) TO THE TOP OF HILL AND STATION.
 LX3612'
 LX3612'THE STATION IS A HOLLOW STEM OF A DISK CEMENTED IN ROCK OUTCROP,
 LX3612'FLUSH WITH SURFACE.
 LX3612'IT IS LOCATED
 LX3612'8.5 METERS (27.9 FT) EAST-SOUTHEAST FROM A TWIN TRUNK OAK TREE,
 LX3612'2.12 METERS (6.95 FT) SOUTHWEST FROM THE NORTHEAST LEG OF
 LX3612'OBSERVATION TOWER AND
 LX3612'1.67 METERS (5.5 FT) NORTHEAST FROM THE SOUTHWEST LEG OF THE
 LX3612'OBSERVATION TOWER.
 LX3612'
 LX3612'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3612'STAMPED---MOHAWK NO 1 1938---,
 LX3612'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3612'29.6 METERS (97.1 FT) SOUTHWEST FROM UTILITY POLE NUMBER 2371,
 LX3612'14.3 METERS (46.9 FT) NORTHEAST FROM UTILITY POLE NUMBER
 LX3612'E21-2372,
 LX3612'7.0 METERS (23.0 FT) EAST FROM THE EASTERN EDGE OF A PAVED
 LX3612'PARKING AREA AND
 LX3612'6.1 METERS (20.0 FT) SOUTH-SOUTHEAST FROM A FIVE TRUNKED BERCH
 LX3612'TREE.
 LX3612'MARK IS BELOW STATION 1.5 METERS.
 LX3612'
 LX3612'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3612'STAMPED---MOHAWK 2 1938---,
 LX3612'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3612'23.4 METERS (76.8 FT) SOUTH FROM THE SOUTHWEST LEG OF THE
 LX3612'OBSERVATION TOWER AND
 LX3612'11.9 METERS (39.0 FT) EAST FROM THE SOUTHEAST CORNER OF A FENCE
 LX3612'SURROUNDING A MICROWAVE TOWER.
 LX3612'MARK IS BELOW STATION 1.2 METERS.
 LX3612'
 LX3612'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3612'STAMPED---MOHAWK 3 1938---,
 LX3612'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3612'11.1 METERS (36.4 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 LX3612'PAVED ROAD,
 LX3612'5.5 METERS (18.0 FT) WEST-SOUTHWEST FROM THE CENTER OF A DIRT
 LX3612'ROAD AND
 LX3612'5.2 METERS (17.0 FT) EAST-NORTHEAST FROM A TWIN TRUNK OAK TREE.
 LX3612'MARK IS BELOW STATION 3.5 METERS.
 LX3612'
 LX3612'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX3612'STAMPED---MOHAWK NO 4 1938 1981---,
 LX3612'SET INTO THE TOP OF ROCK OUTCROP
 LX3612'FLUSH WITH GROUND.  IT IS LOCATED
 LX3612'9.3 METERS (30.5 FT) WEST FROM THE WESTERN EDGE OF A PAVED
 LX3612'PARKING AREA,
 LX3612'9.3 METERS (30.5 FT) SOUTH FROM THE CENTER OF A DIRT ROAD AND
 LX3612'4.6 METERS (15.1 FT) NORTH FROM THE NORTHEAST LEG OF THE
 LX3612'OBSERVATION TOWER.
 LX3612'MARK IS LEVEL WITH STATION.
 LX3612'
 LX3612'NO LIGHT WAS SHOWN FROM THIS MARK.
 LX3612'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3612
 LX3612                          STATION RECOVERY (1984)
 LX3612
 LX3612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3612'THE STATION WAS RECOVERED AT THIS DATE,
 LX3612'AS DESCRIBED IN 1981.
 LX3612'
 LX3612'HEIGHT OF LIGHT SHOWN WAS 0.0 METERS ABOVE THE MARK.
 LX3612'
 LX3612'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3613 ***********************************************************************
 LX3613  DESIGNATION -  MOHAWK FIRE TOWER
 LX3613  PID         -  LX3613
 LX3613  STATE/COUNTY-  CT/LITCHFIELD
 LX3613  USGS QUAD   -  CORNWALL (1984)
 LX3613
 LX3613                         *CURRENT SURVEY CONTROL
 LX3613  ___________________________________________________________________
 LX3613* NAD 83(1996)-  41 49 16.65837(N)    073 17 47.91914(W)     ADJUSTED  
 LX3613* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 LX3613  ___________________________________________________________________
 LX3613  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 LX3613  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3613
 LX3613  HORZ ORDER  -  THIRD
 LX3613
 LX3613.The horizontal coordinates were established by classical geodetic methods
 LX3613.and adjusted by the National Geodetic Survey in August 1998..
 LX3613
 LX3613.The orthometric height was scaled from a topographic map.
 LX3613
 LX3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3613
 LX3613.The geoid height was determined by GEOID03.
 LX3613
 LX3613;                    North         East     Units Scale Factor Converg.
 LX3613;SPC CT       -   262,267.317   259,384.721   MT  0.99999572   -0 21 44.8
 LX3613;SPC CT       -   860,455.36    850,998.04   sFT  0.99999572   -0 21 44.8
 LX3613;UTM  18      - 4,631,337.402   641,464.234   MT  0.99984626   +1 08 09.6
 LX3613
 LX3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3613!SPC CT       -   0.99992421  x   0.99999572  =   0.99991993
 LX3613!UTM  18      -   0.99992421  x   0.99984626  =   0.99977048
 LX3613
 LX3613                          SUPERSEDED SURVEY CONTROL
 LX3613
 LX3613  NAD 83(1996)-  41 49 16.65831(N)    073 17 47.91946(W) AD(       ) 4
 LX3613  NAD 83(1992)-  41 49 16.65880(N)    073 17 47.91993(W) AD(       ) 4
 LX3613  NAD 83(1992)-  41 49 16.65977(N)    073 17 47.92068(W) AD(       ) 4
 LX3613  NAD 83(1986)-  41 49 16.65932(N)    073 17 47.92160(W) AD(       ) 4
 LX3613  NAD 83(1986)-  41 49 16.65973(N)    073 17 47.92019(W) AD(       ) 4
 LX3613  NAD 27      -  41 49 16.31500(N)    073 17 49.49700(W) AD(       ) 3
 LX3613
 LX3613.Superseded values are not recommended for survey control.
 LX3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3613.See file dsdata.txt to determine how the superseded data were derived.
 LX3613
 LX3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4146431337(NAD 83)
 LX3613
 LX3613  HISTORY     - Date     Condition        Report By
 LX3613  HISTORY     - 1942     MONUMENTED       CGS
 LX3613  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX3613
 LX3613                          STATION DESCRIPTION
 LX3613
 LX3613'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3613'THIS INTERSECTION STATION IS LOCATED ON THE SUMMIT OF MOHAWK
 LX3613'MOUNTAIN, ABOUT 13 MILES SSW OF NORFOLK AND 9 MILES W OF
 LX3613'TORRINGTON.  IT IS A FOUR-LEGGED STRUCTURE OF GREY STEEL
 LX3613'CONSTRUCTION ABOUT 75 FEET HIGH.  THE POINT OBSERVED ON WAS THE
 LX3613'APEX OF THE ROOF OF THE LOOKOUT CAB.
 LX3613'
 LX3613'TO REACH FROM CORNWALL BRIDGE AT THE JUNCTION OF U.S. HIGHWAY
 LX3613'7 AND STATE ROUTE 4, GO NE ON ROUTE 4 FOR 4.55 MILES TO CROSSROADS,
 LX3613'TURN RIGHT WITH ROUTE 4 AND GO 1.25 MILES TO GRAVEL ROAD RIGHT
 LX3613'AND SIGN CONN. SKI. TRAIL, TURN RIGHT AND GO 1.45 MILES
 LX3613'TO A T-ROAD, TURN RIGHT AND GO 1.3 MILES TO FIRE TOWER ON THE
 LX3613'RIGHT.
 LX3613
 LX3613                          STATION RECOVERY (1971)
 LX3613
 LX3613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX3613'STATION IS GONE.  THE OLD TOWER HAS BEEN TORN DOWN AND A NEW
 LX3613'ONE ERECTED ABOUT 55 FEET EAST.  THE CONCRETE FOUNDATION
 LX3613'BLOCKS OF THE OLD TOWER ARE STILL IN PLACE.
 LX3613'
 LX3613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3613'4 MILES WSW OF GOSHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3625 ***********************************************************************
 LX3625  DESIGNATION -  MOHAWK RM 4
 LX3625  PID         -  LX3625
 LX3625  STATE/COUNTY-  CT/LITCHFIELD
 LX3625  USGS QUAD   -  CORNWALL (1984)
 LX3625
 LX3625                         *CURRENT SURVEY CONTROL
 LX3625  ___________________________________________________________________
 LX3625* NAD 83(1996)-  41 49 17.63933(N)    073 17 49.09857(W)     ADJUSTED  
 LX3625* NAVD 88     -       511.8    (meters)    1679.     (feet)  VERTCON   
 LX3625  ___________________________________________________________________
 LX3625  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 LX3625  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3625
 LX3625  HORZ ORDER  -  FIRST
 LX3625
 LX3625.The horizontal coordinates were established by classical geodetic methods
 LX3625.and adjusted by the National Geodetic Survey in August 1998..
 LX3625
 LX3625.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3625
 LX3625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3625
 LX3625.The geoid height was determined by GEOID03.
 LX3625
 LX3625;                    North         East     Units Scale Factor Converg.
 LX3625;SPC CT       -   262,297.754   259,357.694   MT  0.99999574   -0 21 45.6
 LX3625;SPC CT       -   860,555.21    850,909.37   sFT  0.99999574   -0 21 45.6
 LX3625;UTM  18      - 4,631,367.118   641,436.425   MT  0.99984616   +1 08 08.8
 LX3625
 LX3625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3625!SPC CT       -   0.99992437  x   0.99999574  =   0.99992011
 LX3625!UTM  18      -   0.99992437  x   0.99984616  =   0.99977054
 LX3625
 LX3625|---------------------------------------------------------------------|
 LX3625| PID    Reference Object                     Distance      Geod. Az  |
 LX3625|                                                           dddmmss.s |
 LX3625| CB4715 MOHAWK RM 1                          38.231 METERS 04752     |
 LX3625| LX3624 GOSHEN MOHAWK MTN LOT                53.464 METERS 12328     |
 LX3625| LX3592 BANTAM MUN TANK                     APPROX.12.1 KM 1544042.5 |
 LX3625| LX3595 MT TOM RM 3                         APPROX.14.4 KM 1720745.5 |
 LX3625| LX3612 MOHAWK                                6.526 METERS 17921     |
 LX3625| CB4716 MOHAWK RM 2                          31.376 METERS 18211     |
 LX3625| LX3623 MOHAWK RM 3                          45.336 METERS 29124     |
 LX3625|---------------------------------------------------------------------|
 LX3625
 LX3625                          SUPERSEDED SURVEY CONTROL
 LX3625
 LX3625  NAD 83(1996)-  41 49 17.63927(N)    073 17 49.09888(W) AD(       ) 1
 LX3625  NAD 83(1992)-  41 49 17.63976(N)    073 17 49.09935(W) AD(       ) 1
 LX3625  NAD 83(1992)-  41 49 17.64073(N)    073 17 49.10010(W) AD(       ) 1
 LX3625  NAD 83(1986)-  41 49 17.64028(N)    073 17 49.10109(W) AD(       ) 1
 LX3625  NAD 83(1986)-  41 49 17.64114(N)    073 17 49.09956(W) AD(       ) 1
 LX3625  NAD 27      -  41 49 17.29552(N)    073 17 50.67720(W) AD(       ) 1
 LX3625  NGVD 29 (07/19/86)  512.0    (m)         1680.     (f) VERT ANG       
 LX3625
 LX3625.Superseded values are not recommended for survey control.
 LX3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3625.See file dsdata.txt to determine how the superseded data were derived.
 LX3625
 LX3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4143631367(NAD 83)
 LX3625_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3625_SETTING: 66 = SET IN ROCK OUTCROP
 LX3625_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3625_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3625+STABILITY: POSITION/ELEVATION WELL
 LX3625
 LX3625  HISTORY     - Date     Condition        Report By
 LX3625  HISTORY     - 1981     MONUMENTED       NGS
 LX3625  HISTORY     - 1984     GOOD             NGS
 LX3625
 LX3625                          STATION DESCRIPTION
 LX3625
 LX3625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3625'THE STATION IS LOCATED ABOUT 15.2 KM (9.5 MI) NORTH OF WEST
 LX3625'MORRIS, 12.8 KM (8 MI) NORTHWEST OF LITCHFIELD, 3.2 KM (2 MI)
 LX3625'WEST OF STATE HIGHWAY 4, ON THE SUMMIT OF MOHAWK MTN
 LX3625'AND WEST OF A PAVED PARKING AREA, JUST NORTH OF A OBSERVATION
 LX3625'TOWER.
 LX3625'OWNERSHIP--PERMISSION BY DEPARTMENT OF ENVIRONMENTAL
 LX3625'PROTECTION, REGION 1 MR TONY CANTANELLI, PHONE 203-
 LX3625'379-0771.
 LX3625'
 LX3625'TO REACH THE STATION FROM POST OFFICE IN GOSHEN.  GO WEST AND
 LX3625'NORTHERLY ON STATE HIGHWAY 4 FOR 4 KM (2.5 MI) TO A FORK.
 LX3625'KEEP LEFT ON ALLYN ROAD AND GO WESTERLY FOR 3 KM (1,85 MI)
 LX3625'TO A PAVED SIDE ROAD RIGHT.  CONTINUE AHEAD WESTERLY FOR 2.1 KM
 LX3625'(1.3 MI) TO THE TOP OF HILL AND STATION.
 LX3625'
 LX3625'THE STATION IS A STANDARD NGS DISK
 LX3625'STAMPED---MOHAWK NO 4 1938 1981---,
 LX3625'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3625'9.3 METERS (30.5 FT) WEST FROM THE WESTERN EDGE OF PAVED PARKING
 LX3625'AREA,
 LX3625'9.3 METERS (30.5 FT) SOUTH FROM THE CENTER OF A DIRT ROAD AND
 LX3625'4.6 METERS (15.1 FT) NORTH FROM THE NORTHEAST LEG OF THE
 LX3625'OBSERVATION TOWER.
 LX3625'
 LX3625'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3625'STAMPED---MOHAWK NO 1 1938---,
 LX3625'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3625'29.6 METERS (97.1 FT) SOUTHWEST FROM UTILITY POLE NUMBER 2371,
 LX3625'14.3 METERS (46.9 FT) NORTHEAST FROM UTILITY POLE NUMBER E21-2372,
 LX3625'7.0 METERS (23.0 FT) EAST FROM THE EASTERN EDGE OF PAVED PARKING
 LX3625'AREA AND
 LX3625'6.1 METERS (20.0 FT) SOUTH-SOUTHEAST FROM A FIVE TRUNKED BERCH
 LX3625'TREE.
 LX3625'MARK IS BELOW STATION 1.5 METERS.
 LX3625'
 LX3625'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3625'STAMPED---MOHAWK 2  1938---,
 LX3625'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3625'23.4 METERS (76.8 FT) SOUTH FROM THE SOUTHWEST LEG OF A
 LX3625'OBSERVATION TOWER AND
 LX3625'11.9 METERS (39.0 FT) EAST FROM THE SOUTHEAST CORNER OF A FENCE
 LX3625'SURROUNDING A MICROWAVE TOWER.
 LX3625'MARK IS BELOW STATION 1.2 METERS.
 LX3625'
 LX3625'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3625'STAMPED---MOHAWK 3 1938---,
 LX3625'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3625'11.1 METERS (36.4 FT) NORTHWEST FROM THE NORTHWEST EDGE OF PAVED
 LX3625'ROAD,
 LX3625'5.5 METERS (18.0 FT) WEST-SOUTHWEST FROM THE CENTER OF A DIRT
 LX3625'ROAD RUNING NORTHWEST BY SOUTHEAST AND
 LX3625'5.2 METERS (17.0 FT) EAST-NORTHEAST FROM A TWIN TRUNK OAK TREE.
 LX3625'MARK IS BELOW STATION 3.5 METERS.
 LX3625'
 LX3625'THE AZIMUTH MARK IS A HOLLOW STEM OF A DISK CEMENTED IN
 LX3625'ROCK OUTCROP, FLUSH WITH SURFACE.
 LX3625'IT IS LOCATED
 LX3625'8.5 METERS (27.9 FT) EAST-SOUTHEAST FROM A TWIN TRUNK OAK TREE,
 LX3625'2.12 METERS (6.95 FT) SOUTHWEST FROM THE NORTHEAST LEG OF A
 LX3625'OBSERVATION TOWER AND
 LX3625'1.67 METERS (5.5 FT) NORTHEAST FROM THE SOUTHWEST LEG OF
 LX3625'OBSERVATION TOWER.
 LX3625'
 LX3625'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.9 METERS.
 LX3625'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3625
 LX3625                          STATION RECOVERY (1984)
 LX3625
 LX3625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3625'THE STATION WAS RECOVERED AT THIS DATE,
 LX3625'AS DESCRIBED IN 1981, EXCEPT FOR THESE VARIATIONS, REFERENCE MARK 1
 LX3625'HAS A LOCAL MEASUREMENT FROM UTILITY POLE E 21-2377 THAT SHOULD BE
 LX3625'NORTH-NORTHEAST NOT NORTHEAST, ALSO A SHORTER DISTANCE OF 0.011
 LX3625'METER WAS FOUND. THE WRITE UP FOR AN AZIMUTH MARK IS INCORRECT, IT
 LX3625'WAS DESCRIBING THE OLD STATION MARK, NOT AN AZIMUTH MARK. A TAPED
 LX3625'TRAVERSE WAS MADE TO THE OLD STATION AT THIS TIME.
 LX3625'
 LX3625'HEIGHT OF LIGHT SHOWN WAS 18.8 METERS ABOVE THE MARK.
 LX3625'
 LX3625'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3625'
 LX3625'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5118 ***********************************************************************
 LX5118  DESIGNATION -  MOHEGAN DIKE LIGHT 14
 LX5118  PID         -  LX5118
 LX5118  STATE/COUNTY-  CT/NEW LONDON
 LX5118  USGS QUAD   -  UNCASVILLE (1984)
 LX5118
 LX5118                         *CURRENT SURVEY CONTROL
 LX5118  ___________________________________________________________________
 LX5118* NAD 83(1996)-  41 28 41.85534(N)    072 04 19.80099(W)     ADJUSTED  
 LX5118* NAVD 88     -                                                        
 LX5118  ___________________________________________________________________
 LX5118  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 LX5118  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX5118
 LX5118  HORZ ORDER  -  THIRD
 LX5118
 LX5118.The horizontal coordinates were established by classical geodetic methods
 LX5118.and adjusted by the National Geodetic Survey in August 1998..
 LX5118
 LX5118
 LX5118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5118
 LX5118.The geoid height was determined by GEOID03.
 LX5118
 LX5118;                    North         East     Units Scale Factor Converg.
 LX5118;SPC CT       -   224,250.321   361,414.459   MT  0.99998360   +0 26 58.0
 LX5118;SPC CT       -   735,727.93  1,185,740.60   sFT  0.99998360   +0 26 58.0
 LX5118;UTM  18      - 4,595,993.221   744,459.872   MT  1.00033550   +1 56 24.6
 LX5118;UTM  19      - 4,596,411.588   243,487.550   MT  1.00040982   -2 02 09.3
 LX5118
 LX5118                          SUPERSEDED SURVEY CONTROL
 LX5118
 LX5118  NAD 83(1992)-  41 28 41.85431(N)    072 04 19.80032(W) AD(       ) 4
 LX5118  NAD 83(1986)-  41 28 41.85496(N)    072 04 19.80300(W) AD(       ) 4
 LX5118  NAD 27      -  41 28 41.50100(N)    072 04 21.51900(W) AD(       ) 3
 LX5118
 LX5118.Superseded values are not recommended for survey control.
 LX5118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5118.See file dsdata.txt to determine how the superseded data were derived.
 LX5118
 LX5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4446095993(NAD 83)
 LX5118_MARKER: 14 = NAVIGATION LIGHT
 LX5118
 LX5118  HISTORY     - Date     Condition        Report By
 LX5118  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5118  HISTORY     - 1961     GOOD             CGS
 LX5118  HISTORY     - 1966     GOOD             CGS
 LX5118  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5118
 LX5118                          STATION DESCRIPTION
 LX5118
 LX5118'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5118'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO
 LX5118'PREVIOUS DESCRIPTION.
 LX5118'
 LX5118'THE LIGHT IS LOCATED ON THE SOUTH END OF THE MOHEGAN DIKE
 LX5118'IN THE THAMES RIVER.  THE LIGHT IS LOCATED ON THE TIP OF A RED
 LX5118'STEEL SKELETON TOWER WITH A WHITE STEEL PYRAMIDAL BOX AT ITS
 LX5118'BASE ON A CONCRETE FOUNDATION.  THE C. G. LIST OF LIGHTS STATES
 LX5118'THIS LIGHT WAS BUILT IN 1925.
 LX5118
 LX5118                          STATION RECOVERY (1966)
 LX5118
 LX5118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5118'RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION BY
 LX5118'G.F.W. IS ADEQUATE.
 LX5118'
 LX5118'THIS IS NOW MOHEGAN DIKE LIGHT 26.
 LX5118
 LX5118                          STATION RECOVERY (1984)
 LX5118
 LX5118'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5118'MOHEGAN DIKE, LIGHT NO. 14 DESTROYED.
 LX5118'
 LX5118'RED STEEL SKELETON TOWER WITH A WHITE STEEL PYRAMIDAL BOX AT
 LX5118'ITS BASE ON A CONCRETE FOUNDATION, HAS BEEN REPLACED BY SQUARE
 LX5118'GALVANIZED METAL COLUMN WITH FLASHING RED 4 SECOND LIGHT
 LX5118'26 FEET ABOVE MLW ON ORIGINAL FOUNDATION.  TWO RED TRIANGULAR
 LX5118'DAYMARKS WITH NUMBER 26 JUST BELOW LIGHT FACING ONE NORTHWEST
 LX5118'AND ONE SOUTH--A WHITE PLASTIC RECTANGULAR BOX ATTACHED TO
 LX5118'COLUMN JUST ABOVE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5238 ***********************************************************************
 LX5238  DESIGNATION -  MOHICAN
 LX5238  PID         -  LX5238
 LX5238  STATE/COUNTY-  CT/NEW LONDON
 LX5238  USGS QUAD   -  NEW LONDON (1984)
 LX5238
 LX5238                         *CURRENT SURVEY CONTROL
 LX5238  ___________________________________________________________________
 LX5238* NAD 83(1996)-  41 21 18.73330(N)    072 05 53.74284(W)     ADJUSTED  
 LX5238* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 LX5238  ___________________________________________________________________
 LX5238  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LX5238  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5238
 LX5238  HORZ ORDER  -  FIRST
 LX5238
 LX5238.The horizontal coordinates were established by classical geodetic methods
 LX5238.and adjusted by the National Geodetic Survey in August 1998..
 LX5238
 LX5238.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5238
 LX5238.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5238
 LX5238.The geoid height was determined by GEOID03.
 LX5238
 LX5238;                    North         East     Units Scale Factor Converg.
 LX5238;SPC CT       -   210,563.584   359,338.107   MT  0.99998797   +0 25 55.7
 LX5238;SPC CT       -   690,824.03  1,178,928.44   sFT  0.99998797   +0 25 55.7
 LX5238;SPC NY L     -   133,715.509   459,133.888   MT  1.00003371   +1 14 38.0
 LX5238;SPC NY L     -   438,698.30  1,506,341.76   sFT  1.00003371   +1 14 38.0
 LX5238;UTM  18      - 4,582,252.432   742,739.130   MT  1.00032520   +1 55 05.5
 LX5238
 LX5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5238!SPC CT       -   0.99999521  x   0.99998797  =   0.99998318
 LX5238!SPC NY L     -   0.99999521  x   1.00003371  =   1.00002892
 LX5238!UTM  18      -   0.99999521  x   1.00032520  =   1.00032041
 LX5238
 LX5238:                Primary Azimuth Mark                     Grid Az
 LX5238:SPC CT       -  GROTON STANDPIPE                         026 59 07.5
 LX5238:SPC NY L     -  GROTON STANDPIPE                         026 10 25.2
 LX5238:UTM  18      -  GROTON STANDPIPE                         025 29 57.7
 LX5238
 LX5238|---------------------------------------------------------------------|
 LX5238| PID    Reference Object                     Distance      Geod. Az  |
 LX5238|                                                           dddmmss.s |
 LX5238| LX5165 GROTON STANDPIPE                    APPROX. 3.1 KM 0272503.2 |
 LX5238| LX5217 GROTON MONUMENT                     APPROX. 1.6 KM 0905817.3 |
 LX5238| LX5348 GROTON S STANDPIPE                  APPROX. 2.9 KM 1215721.4 |
 LX5238| LX5354 NEW LONDON SNETC MICROWAVE          150.744 METERS 16740     |
 LX5238| LX5160 NEW LONDON CONN COLL SPIRE          APPROX. 2.8 KM 3421816.1 |
 LX5238| CZ6822 MOHICAN AZ MK                                      3464729.8 |
 LX5238| LX5356 NEW LONDON USCG CHAPEL SPIRE        APPROX. 1.7 KM 3514139.0 |
 LX5238|---------------------------------------------------------------------|
 LX5238
 LX5238                          SUPERSEDED SURVEY CONTROL
 LX5238
 LX5238  NAD 83(1992)-  41 21 18.73216(N)    072 05 53.74204(W) AD(       ) 1
 LX5238  NAD 83(1986)-  41 21 18.73317(N)    072 05 53.74657(W) AD(       ) 1
 LX5238  NAD 27      -  41 21 18.38600(N)    072 05 55.47100(W) AD(       ) 1
 LX5238  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 LX5238
 LX5238.Superseded values are not recommended for survey control.
 LX5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5238.See file dsdata.txt to determine how the superseded data were derived.
 LX5238
 LX5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4273982252(NAD 83)
 LX5238_MARKER: DS = TRIANGULATION STATION DISK
 LX5238_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX5238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5238
 LX5238  HISTORY     - Date     Condition        Report By
 LX5238  HISTORY     - 1932     MONUMENTED       CGS
 LX5238  HISTORY     - 1971     GOOD             CTDT
 LX5238  HISTORY     - 1975     GOOD             NGS
 LX5238  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5238
 LX5238                          STATION DESCRIPTION
 LX5238
 LX5238'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX5238'STATION IS LOCATED ON TOP OF THE MOHICAN HOTEL ABOVE THE ELEVATOR
 LX5238'SHAFT.  THE STATION IS MARKED WITH A NAIL DRIVEN INTO THE SLAG
 LX5238'ROOF, AND ABOVE THIS NAIL A STANDARD DISK STAMPED MOHICAN WAS
 LX5238'PLACED IN A MASS OF CONCRETE.
 LX5238'
 LX5238'STATION IS BETWEEN THE TWO SKYLIGHTS ON THE ELEVATOR SHAFT AND
 LX5238'THE FOLLOWING MEASUREMENTS WERE TAKEN--STATION IS 1.010 METERS
 LX5238'FROM SW CORNER OF E SKYLIGHT.  1.085 METERS FROM NW CORNER OF E
 LX5238'SKYLIGHT.  1.067 METERS FROM SE CORNER OF W SKYLIGHT.  1.120
 LX5238'METERS FROM NE CORNER OF W SKYLIGHT.
 LX5238
 LX5238                          STATION RECOVERY (1971)
 LX5238
 LX5238'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5238'THE STATION WAS FOUND IN GOOD CONDITION.  THE STATION IS IN THE
 LX5238'CENTER OF NEW LONDON, AND IS AN EXCELLENT STATION FOR ANY TYPE OF
 LX5238'OBSERVATION.  IT IS ON THE TOP OF THE ELEVATOR IN A 12 INCH
 LX5238'SQUARE CONCRETE BLOCK.
 LX5238
 LX5238                          STATION RECOVERY (1975)
 LX5238
 LX5238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5238'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE TWO
 LX5238'SKYLIGHTS WERE FOUND TO BE NORTH AND SOUTH OF THE STATION MARK
 LX5238'INSTEAD OF EAST AND WEST, AS STATED IN THE
 LX5238'1932 DESCRIPTION.  MEASUREMENTS FROM 3 OF THE CORNERS OF THE
 LX5238'SKYLIGHTS CHECKED.  THE MEASUREMENT THAT WAS STATED AS 1.120
 LX5238'METERS WAS FOUND TO BE 1.128 METERS.  AN AZIMUTH MARK WAS
 LX5238'ESTABLISHED AT THIS TIME.  DUE TO CHANGES A COMPLETE NEW
 LX5238'DESCRIPTION FOLLOWS.
 LX5238'
 LX5238'THE STATION IS LOCATED IN DOWN TOWN NEW LONDON, AT 281
 LX5238'STATE STREET.  IT IS ON TOP OF THE MOHICAN HOTEL, ON THE ROOF
 LX5238'OF THE ELEVATOR SHAFT AND BETWEEN TWO SKYLIGHTS.  AT THIS TIME
 LX5238'THE HOTEL IS BEING SOLD TO A NEW OWNER AND THE COMPANY NAME
 LX5238'AND ADDRESS IS NOT KNOWN.  MRS. L. MC KENZIE, MANAGER AND
 LX5238'SECRETARY OF THE HOTEL, GAVE PERMISION TO VISIT
 LX5238'THE STATION.  HER OFFICE IS IN THE HOTEL.
 LX5238'
 LX5238'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED MOHICAN.  IT
 LX5238'IS SET IN A 10-INCH SQUARE SLAB OF CONCRETE BONDED TO THE ROOF
 LX5238'OF THE ELEVATOR SHAFT AND PROJECTS 4 INCHES ABOVE THE SURFACE
 LX5238'OF THE ROOF.  THE SUBSURFACE STATION MARK IS A NAIL DRIVEN
 LX5238'INTO THE ROOF, UNDER THE SLAB OF CONCRETE.  THEY ARE 3.32 FEET
 LX5238'SOUTHWEST OF THE SOUTHEAST CORNER OF THE NORTH SKYLIGHT, 3.57
 LX5238'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE NORTH SKYLIGHT,
 LX5238'3.70 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE SOUTH
 LX5238'SKYLIGHT, 3.50 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 LX5238'THE SOUTH SKYLIGHT, 13.78 FEET SOUTHWEST OF THE NORTHEAST
 LX5238'CORNER OF THE ROOF OF THE ELEVATOR SHAFT, 13.59 FEET
 LX5238'SOUTHEAST OF THE NORTHWEST CORNER OF THE ROOF OF THE ELEVATOR
 LX5238'SHAFT, 12.35 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ROOF
 LX5238'OF THE ELEVATOR SHAFT AND 12.30 FEET NORTHEAST OF THE
 LX5238'SOUTHWEST CORNER OF THE ROOF OF THE ELEVATOR SHAFT.
 LX5238'
 LX5238'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED
 LX5238'MOHICAN AZ MK 1975, IS CEMENTED IN A DRILL HOLE IN A LARGE
 LX5238'ROCK OUTCROP, FLUSH WITH THE SURFACE OF THE ROCK AND ABOUT 10
 LX5238'FEET HIGHER THAN THE ROAD.  IT IS 130 FEET SOUTH-SOUTHWEST OF
 LX5238'THE SOUTHWEST END OF A RETAINING WALL AND FENCE OF AN OVERPASS,
 LX5238'92 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 57 FEET SOUTH OF
 LX5238'A TELEPHONE NUMBER 1-35, 44 FEET EAST OF THE CENTER OF
 LX5238'HUNTINGTON STREET AND 13 FEET EAST-NORTHEAST OF A METAL
 LX5238'WITNESS POST.
 LX5238'
 LX5238'TO REACH THE AZIMUTH MARK FROM THE MOHICAN HOTEL, GO WEST ON
 LX5238'STATE STREET FOR 0.05 MILE TO THE JUNCTION WITH
 LX5238'HUNTINGTON STREET.  TURN RIGHT AND GO NORTH ON HUNTINGTON
 LX5238'STREET FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 LX5238'
 LX5238'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 FEET.
 LX5238'
 LX5238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5238'DOWN TOWN NEW LONDON.
 LX5238
 LX5238                          STATION RECOVERY (1984)
 LX5238
 LX5238'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5238'UNABLE TO LOCATE, ROOF WAS RECOVERED WITH VINAL WITH A LAYER OF STONE
 LX5238'ON TOP ABOUT 1981.  SKYLIGHTS HAVE BEEN CAPPED.  STATION MAY STILL
 LX5238'EXIST BUT IS NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6851 ***********************************************************************
 LX6851  DESIGNATION -  MOLLER
 LX6851  PID         -  LX6851
 LX6851  STATE/COUNTY-  CT/MIDDLESEX
 LX6851  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6851
 LX6851                         *CURRENT SURVEY CONTROL
 LX6851  ___________________________________________________________________
 LX6851* NAD 83(1996)-  41 31 06.84790(N)    072 33 56.14207(W)     ADJUSTED  
 LX6851* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LX6851  ___________________________________________________________________
 LX6851  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 LX6851  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX6851
 LX6851  HORZ ORDER  -  THIRD
 LX6851
 LX6851.The horizontal coordinates were established by classical geodetic methods
 LX6851.and adjusted by the National Geodetic Survey in August 1998..
 LX6851
 LX6851.The orthometric height was scaled from a topographic map.
 LX6851
 LX6851.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6851
 LX6851.The geoid height was determined by GEOID03.
 LX6851
 LX6851;                    North         East     Units Scale Factor Converg.
 LX6851;SPC CT       -   228,517.786   320,193.049   MT  0.99998317   +0 07 20.2
 LX6851;SPC CT       -   749,728.77  1,050,500.03   sFT  0.99998317   +0 07 20.2
 LX6851;UTM  18      - 4,599,187.141   703,131.657   MT  1.00010781   +1 36 51.2
 LX6851
 LX6851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6851!SPC CT       -   0.99999514  x   0.99998317  =   0.99997831
 LX6851!UTM  18      -   0.99999514  x   1.00010781  =   1.00010295
 LX6851
 LX6851:                Primary Azimuth Mark                     Grid Az
 LX6851:SPC CT       -  HALLBERGS GABLE                          061 55 15.1
 LX6851:UTM  18      -  HALLBERGS GABLE                          060 25 44.1
 LX6851
 LX6851|---------------------------------------------------------------------|
 LX6851| PID    Reference Object                     Distance      Geod. Az  |
 LX6851|                                                           dddmmss.s |
 LX6851| LX6895 HALLBERGS GABLE                     APPROX. 3.0 KM 0620235.3 |
 LX6851| CZ6824 MOLLER RM 2                          11.330 METERS 07042     |
 LX6851| LX6863 TJ SELDENS GABLE                    APPROX. 4.2 KM 1015758.7 |
 LX6851| CZ6825 MOLLER RM 3                                        1571312.8 |
 LX6851| LX6853 OAKBROOK FARM BARN GABLE            325.599 METERS 16101     |
 LX6851| LX6141 HIGGANUM ICE CO STACK               APPROX. 2.5 KM 1712124.3 |
 LX6851| LX6142 KELLNERS TOWER                      APPROX. 2.4 KM 1732342.3 |
 LX6851| CZ6823 MOLLER RM 1                           7.350 METERS 29939     |
 LX6851|---------------------------------------------------------------------|
 LX6851
 LX6851                          SUPERSEDED SURVEY CONTROL
 LX6851
 LX6851  NAD 83(1992)-  41 31 06.84718(N)    072 33 56.14198(W) AD(       ) 3
 LX6851  NAD 83(1986)-  41 31 06.84909(N)    072 33 56.14430(W) AD(       ) 3
 LX6851  NAD 27      -  41 31 06.49400(N)    072 33 57.82600(W) AD(       ) 3
 LX6851
 LX6851.Superseded values are not recommended for survey control.
 LX6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6851.See file dsdata.txt to determine how the superseded data were derived.
 LX6851
 LX6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0313299187(NAD 83)
 LX6851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6851_SETTING: 66 = SET IN ROCK OUTCROP
 LX6851_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6851+STABILITY: POSITION/ELEVATION WELL
 LX6851
 LX6851  HISTORY     - Date     Condition        Report By
 LX6851  HISTORY     - 1934     MONUMENTED       CGS
 LX6851  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6851
 LX6851                          STATION DESCRIPTION
 LX6851
 LX6851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6851'THIS STATION IS ON THE OLD SCOVILL QUARRY PROPERTY.  IT IS
 LX6851'NOW THE PROPERTY OF C.G. MOLLER.  THE LOCATION IS ABOUT 1.8
 LX6851'MILES FROM THE VILLAGE OF HIGGANUM ON THE RIVER ROAD TO
 LX6851'MIDDLETOWN.  A PRIVATE ROAD LEADS 0.2 MILE WESTERLY TO THE
 LX6851'BASE OF THE ROCK ON WHICH THE STATION IS SITUATED.  THE
 LX6851'STATION IS IN TOP OF THE BALD VERTICAL ROCK BEARING N
 LX6851'(MAGNETIC) FROM THIS POINT.  THE WHITISH CONGLOMERATE IN WHICH
 LX6851'THE STATION IS PLACED IS A VERY PROMINENT MARK FROM THE
 LX6851'SOUTHWARD.  18 METERS SOUTHERLY OF THE STATION THE ROCK DROPS
 LX6851'TO THE LEVEL OF THE OLD QUARRY FLOOR.  7 METERS SOUTHERLY THE ROCK
 LX6851'DROPS 5 METERS TO A SHELF-- 5 METERS FURTHER ON IT DROPS TO
 LX6851'THE QUARRY LEVEL.  TO THE EASTWARD AND WESTWARD OF THE STATION
 LX6851'THE SLOPE OF THE HOGBACK IS MORE GRADUAL.
 LX6851'
 LX6851'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6851'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX6851'THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE AND AZIMUTH MARKS ARE
 LX6851'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE
 LX6851'12A.  REFERENCE MARK NO. 1 IS IN THE UPWARD SLOPE OF THE HOGBACK
 LX6851'TO THE WESTWARD.  IT BEARS N 50 DEG W (MAGNETIC).  REFERENCE
 LX6851'MARK NO. 2 IS IN THE DOWNWARD SLOPE TO THE EASTWARD, BEARING
 LX6851'N 85 DEG E (MAGNETIC).  REFERENCE MARK NO. 3 IS IN TOP OF
 LX6851'LEDGE BACK OF THE NEXT FARMHOUSE TO THE SOUTHWARD (OAKBROOK
 LX6851'FARM), BEARING S 15 DEG E (MAGNETIC).
 LX6851'
 LX6851'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 LX6851
 LX6851                          STATION RECOVERY (1948)
 LX6851
 LX6851'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6851'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6445 ***********************************************************************
 LX6445  DESIGNATION -  MONONOTTO ISLAND CUPOLA
 LX6445  PID         -  LX6445
 LX6445  STATE/COUNTY-  CT/NEW HAVEN
 LX6445  USGS QUAD   -  BRANFORD (1984)
 LX6445
 LX6445                         *CURRENT SURVEY CONTROL
 LX6445  ___________________________________________________________________
 LX6445* NAD 83(1996)-  41 15 35.14133(N)    072 45 08.74304(W)     ADJUSTED  
 LX6445* NAVD 88     -                                                        
 LX6445  ___________________________________________________________________
 LX6445  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LX6445  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX6445
 LX6445  HORZ ORDER  -  THIRD
 LX6445
 LX6445.The horizontal coordinates were established by classical geodetic methods
 LX6445.and adjusted by the National Geodetic Survey in August 1998..
 LX6445
 LX6445
 LX6445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6445
 LX6445.The geoid height was determined by GEOID03.
 LX6445
 LX6445;                    North         East     Units Scale Factor Converg.
 LX6445;SPC CT       -   199,758.214   304,597.082   MT  0.99999450   -0 00 05.8
 LX6445;SPC CT       -   655,373.41    999,332.26   sFT  0.99999450   -0 00 05.8
 LX6445;SPC NY L     -   122,132.478   404,550.074   MT  1.00002042   +0 48 57.7
 LX6445;SPC NY L     -   400,696.30  1,327,261.37   sFT  1.00002042   +0 48 57.7
 LX6445;UTM  18      - 4,570,029.814   688,286.514   MT  1.00003632   +1 28 57.5
 LX6445
 LX6445                          SUPERSEDED SURVEY CONTROL
 LX6445
 LX6445  NAD 83(1992)-  41 15 35.14044(N)    072 45 08.74288(W) AD(       ) 4
 LX6445  NAD 83(1986)-  41 15 35.14252(N)    072 45 08.74583(W) AD(       ) 4
 LX6445  NAD 27      -  41 15 34.79400(N)    072 45 10.39800(W) AD(       ) 3
 LX6445
 LX6445.Superseded values are not recommended for survey control.
 LX6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6445.See file dsdata.txt to determine how the superseded data were derived.
 LX6445
 LX6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8828770030(NAD 83)
 LX6445
 LX6445  HISTORY     - Date     Condition        Report By
 LX6445  HISTORY     - 1933     MONUMENTED       CGS
 LX6445  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6445
 LX6445                          STATION DESCRIPTION
 LX6445
 LX6445'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6445'THIS CUPOLA IS ON THE ONLY HOUSE ON MONONOTTO ISLAND.  THE HOUSE
 LX6445'IS 3 STORIES HIGH WITH A TWO-STORY PORCH SURROUNDING IT AT THE
 LX6445'LEVEL OF THE TWO LOWER FLOORS.  THE CUPOLA IS SQUARE WITH DOUBLE
 LX6445'WINDOWS IN EACH SIDE.  THE ENTIRE HOUSE IS A DULL GRAY COLOR.  AN
 LX6445'ORNAMENTAL IRON GRILLE AROUND THE TOP OF THE CUPOLA IS A
 LX6445'DISTINCTIVE FEATURE.
 LX6445'
 LX6445'CENTER IS THE CENTER LINE OF THE CUPOLA.
 LX6445
 LX6445                          STATION RECOVERY (1961)
 LX6445
 LX6445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6445'STATION COULD NOT BE FOUND.  LOCAL RESIDENTS STATED THAT THE
 LX6445'CUPOLA HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7444 ***********************************************************************
 LX7444  DESIGNATION -  MONROE
 LX7444  PID         -  LX7444
 LX7444  STATE/COUNTY-  CT/FAIRFIELD
 LX7444  USGS QUAD   -  LONG HILL (1984)
 LX7444
 LX7444                         *CURRENT SURVEY CONTROL
 LX7444  ___________________________________________________________________
 LX7444* NAD 83(1996)-  41 19 49.28897(N)    073 12 18.44125(W)     ADJUSTED  
 LX7444* NAVD 88     -       192.1    (meters)     630.     (feet)  VERTCON   
 LX7444  ___________________________________________________________________
 LX7444  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 LX7444  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX7444
 LX7444  HORZ ORDER  -  FIRST
 LX7444
 LX7444.The horizontal coordinates were established by classical geodetic methods
 LX7444.and adjusted by the National Geodetic Survey in August 1998..
 LX7444
 LX7444.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7444
 LX7444.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7444
 LX7444.The geoid height was determined by GEOID03.
 LX7444
 LX7444;                    North         East     Units Scale Factor Converg.
 LX7444;SPC CT       -   207,698.908   266,701.197   MT  0.99998940   -0 18 06.4
 LX7444;SPC CT       -   681,425.50    875,002.18   sFT  0.99998940   -0 18 06.4
 LX7444;UTM  18      - 4,576,984.925   650,198.908   MT  0.99987764   +1 11 08.0
 LX7444
 LX7444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7444!SPC CT       -   0.99997450  x   0.99998940  =   0.99996390
 LX7444!UTM  18      -   0.99997450  x   0.99987764  =   0.99985214
 LX7444
 LX7444|---------------------------------------------------------------------|
 LX7444| PID    Reference Object                     Distance      Geod. Az  |
 LX7444|                                                           dddmmss.s |
 LX7444| CR9705 MONROE RM 1                          32.122 METERS 01838     |
 LX7444| LX7570 ANSONIA SEYMOUR VALLEY MAST         APPROX. 8.5 KM 0652518.1 |
 LX7444| CR9706 MONROE RM 2                          24.592 METERS 11212     |
 LX7444|---------------------------------------------------------------------|
 LX7444
 LX7444                          SUPERSEDED SURVEY CONTROL
 LX7444
 LX7444  NAD 83(1992)-  41 19 49.28838(N)    073 12 18.44119(W) AD(       ) 1
 LX7444  NAD 83(1986)-  41 19 49.29006(N)    073 12 18.44548(W) AD(       ) 1
 LX7444  NAD 83(1986)-  41 19 49.29078(N)    073 12 18.43886(W) AD(       ) 1
 LX7444  NGVD 29 (10/23/89)  192.4    (m)          631.     (f) VERT ANG       
 LX7444
 LX7444.Superseded values are not recommended for survey control.
 LX7444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7444.See file dsdata.txt to determine how the superseded data were derived.
 LX7444
 LX7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5019976985(NAD 83)
 LX7444_MARKER: DS = TRIANGULATION STATION DISK
 LX7444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7444_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7444+STABILITY: SURFACE MOTION
 LX7444
 LX7444  HISTORY     - Date     Condition        Report By
 LX7444  HISTORY     - 1982     MONUMENTED       NGS
 LX7444  HISTORY     - 1983     GOOD             NGS
 LX7444
 LX7444                          STATION DESCRIPTION
 LX7444
 LX7444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7444'THE STATION IS LOCATED ABOUT 0.3 KM (0.2 MI) SOUTH OF THE SQUARE IN
 LX7444'MONROE, 0.3 KM (0.2 MI) EAST-NORTHEAST OF THE JUNCTION OF
 LX7444'STATE HIGHWAYS 110 AND 111, 0.1 KM (0.05 MI) NORTH OF STATE
 LX7444'HIGHWAY 110, IN THE NORTHWEST CORNER OF PROPERTY AT SITE OF A
 LX7444'LARGE GROUND WATER TANK.
 LX7444'OWNERSHIP--BRIDGEPORT HYDRAULIC COMPANY, C/O R SMEDBURG,
 LX7444'240 BOSTWICK AVENUE, BRIDGEPORT CT 06605.
 LX7444'
 LX7444'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7444'110 AND 111 (0.4 KM (0.25 MI) SOUTH OF THE MONROE TOWN
 LX7444'SQUARE, GO NORTHEAST ON STATE HIGHWAY 110 FOR 0.3 KM (0.2 MI)
 LX7444'TO THE ENTRANCE TO THE WATER TANK ON THE LEFT. TURN LEFT AND
 LX7444'GO AROUND LEFT (WEST) SIDE OF TANK FOR 0.1 KM (0.05 MI) TO
 LX7444'HIGH GROUND ON AND STATION.
 LX7444'
 LX7444'THE STATION IS A STANDARD NGS DISK
 LX7444'STAMPED---MONROE 1982---,
 LX7444'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7444'FLUSH WITH GROUND.  IT IS LOCATED
 LX7444'51.5 METERS (169.0 FT) EAST FROM THE WEST EDGE OF A STONE FENCE,
 LX7444'22.6 METERS (74.15 FT) NORTH FROM THE NORTH EDGE
 LX7444'OF A DRAINAGE RAVINE,
 LX7444'12.5 METERS (41.0 FT) SOUTH FROM THE NORTH EDGE OF A TREE LINE AND
 LX7444'1.545 METERS (5.07 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 LX7444'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7444'STAMPED---MONROE 1982---,
 LX7444'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7444'
 LX7444'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7444'STAMPED---MONROE 1982 NO 1---,
 LX7444'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7444'32.0 METERS (105.0 FT) EAST-SOUTHEAST FROM A WITNESS POST,
 LX7444'19.5 METERS (64.0 FT) WEST-SOUTHWEST FROM THE EAST EDGE OF A
 LX7444'STONE FENCE AND
 LX7444'4.4 METERS (14.45 FT) NORTH-NORTHEAST FROM THE NORTHERN
 LX7444'EDGE OF A DRAINAGE RAVINE.
 LX7444'MARK IS BELOW STATION 1 METER.
 LX7444'
 LX7444'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7444'STAMPED---MONROE 1982 NO 2---,
 LX7444'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7444'33.2 METERS (109.0 FT) EAST FROM THE WEST EDGE OF A STONE FENCE
 LX7444'26.2 METERS (85.95 FT) SOUTH-SOUTHWEST FROM A WITNESS POST AND
 LX7444'12.7 METERS (41.65 FT) NORTH FROM THE NORTH EDGE OF A
 LX7444'OF A DRAINAGE RAVINE.
 LX7444'MARK IS BELOW STATION 1 METER.
 LX7444'
 LX7444'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7444'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7444'
 LX7444'DESCRIBED BY C.E. GEOGHEGAN, CHECKED BY J. ZABITCHUCK.
 LX7444
 LX7444                          STATION RECOVERY (1983)
 LX7444
 LX7444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7444'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.
 LX7444'
 LX7444'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7444'
 LX7444'DESCRIBED BY J.N. LEONHARDT, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3404 ***********************************************************************
 LW3404  DESIGNATION -  MONTAUK
 LW3404  PID         -  LW3404
 LW3404  STATE/COUNTY-  CT/NEW LONDON
 LW3404  USGS QUAD   -  MYSTIC (1984)
 LW3404
 LW3404                         *CURRENT SURVEY CONTROL
 LW3404  ___________________________________________________________________
 LW3404* NAD 83(1996)-  41 21 36.79491(N)    071 55 41.41669(W)     ADJUSTED  
 LW3404* NAVD 88     -        51.4    (meters)     169.     (feet)  VERTCON   
 LW3404  ___________________________________________________________________
 LW3404  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LW3404  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3404
 LW3404  HORZ ORDER  -  FIRST
 LW3404
 LW3404.The horizontal coordinates were established by classical geodetic methods
 LW3404.and adjusted by the National Geodetic Survey in August 1998..
 LW3404
 LW3404.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3404
 LW3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3404
 LW3404.The geoid height was determined by GEOID03.
 LW3404
 LW3404;                    North         East     Units Scale Factor Converg.
 LW3404;SPC CT       -   211,242.116   373,565.619   MT  0.99998770   +0 32 41.7
 LW3404;SPC CT       -   693,050.18  1,225,606.54   sFT  0.99998770   +0 32 41.7
 LW3404;SPC RI       -    30,838.892    64,172.752   MT  1.00000954   -0 16 58.6
 LW3404;SPC RI       -   101,177.26    210,540.10   sFT  1.00000954   -0 16 58.6
 LW3404;SPC NY L     -   134,595.388   473,351.028   MT  1.00003449   +1 21 18.5
 LW3404;SPC NY L     -   441,585.04  1,552,985.83   sFT  1.00003449   +1 21 18.5
 LW3404;UTM  19      - 4,582,883.910   255,068.236   MT  1.00033837   -1 56 09.1
 LW3404;UTM  18      - 4,583,300.100   756,949.667   MT  1.00041261   +2 01 51.4
 LW3404
 LW3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3404!SPC CT       -   0.99999674  x   0.99998770  =   0.99998444
 LW3404!SPC RI       -   0.99999674  x   1.00000954  =   1.00000628
 LW3404!SPC NY L     -   0.99999674  x   1.00003449  =   1.00003123
 LW3404!UTM  19      -   0.99999674  x   1.00033837  =   1.00033511
 LW3404!UTM  18      -   0.99999674  x   1.00041261  =   1.00040935
 LW3404
 LW3404|---------------------------------------------------------------------|
 LW3404| PID    Reference Object                     Distance      Geod. Az  |
 LW3404|                                                           dddmmss.s |
 LW3404| CB7903 MONTAUK RM 1                         34.077 METERS 08048     |
 LW3404| LW3363 MARCUS BARN GABLE                   APPROX. 2.2 KM 0810329.6 |
 LW3404| LW3355 WEQUETEQUOCK CHURCH BELFRY          APPROX. 4.3 KM 0882555.8 |
 LW3404| LW3277 FORT HILL NEW TANK                  APPROX. 9.6 KM 1043134.5 |
 LW3404| LW3361 STONINGTON TOWN HALL TOWER          APPROX. 3.2 KM 1341050.4 |
 LW3404| LW3359 AMERICAN VELVET CO STACK            APPROX. 3.5 KM 1343528.6 |
 LW3404| LW3437 STONINGTON MUN TANK                 APPROX. 3.5 KM 1375528.5 |
 LW3404| LW3372 SPALDING BARN CUPOLA                APPROX. 2.1 KM 1392022.9 |
 LW3404| LW3369 STONINGTON FLAGPOLE                 APPROX. 2.9 KM 1425252.1 |
 LW3404| LW3362 STONINGTON SCHOOL CUPOLA            APPROX. 3.6 KM 1432628.1 |
 LW3404| LW3374 ATWOOD MACHINE CO CUPOLA            APPROX. 3.8 KM 1514541.0 |
 LW3404| LW3370 ATWOOD MACHINE CO STACK             APPROX. 3.8 KM 1520005.9 |
 LW3404| LW3371 STONINGTON INNER BREAKWATER LT      APPROX. 3.6 KM 1543257.6 |
 LW3404| LW3418 STONINGTON OUTER BREAKWATER LT      APPROX. 5.1 KM 1605327.1 |
 LW3404| LW3420 STONINGTON BREAKWATER LT            APPROX. 4.1 KM 1620648.1 |
 LW3404| LW3411 WAMPHASSUC BARN CUPOLA              APPROX. 2.3 KM 1643141.0 |
 LW3404| LW3403 FINDLAYS CHIMNEY                    APPROX. 1.2 KM 1725056.1 |
 LW3404| CB7904 MONTAUK RM 2                         28.186 METERS 19206     |
 LW3404| LW3422 WILCOX FLAGPOLE                     APPROX. 2.6 KM 2073316.4 |
 LW3404| LW3414 WILCOX LOOKOUT TOWER                APPROX. 2.6 KM 2075300.9 |
 LW3404| LW3401 SADONIA TOWER                       APPROX. 2.9 KM 2383848.7 |
 LW3404| LW3439 MYSTIC MUN TANK                     APPROX. 3.2 KM 2482000.9 |
 LW3404| LW3436 PACKERS TAR SOAP STACK              APPROX. 3.0 KM 2493326.8 |
 LW3404| LX5283 FORT HILL 2 RESET                   APPROX. 7.1 KM 2574006.5 |
 LW3404| LW3386 MYSTIC ELEV TANK                    APPROX. 4.1 KM 2673739.1 |
 LW3404| CB7902 MONTAUK AZ MK                        80.711 METERS 27253     |
 LW3404| LW3429 ROSSIE VELVET CO SHORT STACK        APPROX. 2.9 KM 2790748.0 |
 LW3404| LW3433 ROSSIE VELVET CO TALL STACK         APPROX. 2.9 KM 2791600.4 |
 LW3404| LW3476 MYSTIC N TANK                       APPROX. 5.0 KM 2984125.1 |
 LW3404| LW3406 PALMERS FLAGPOLE                     86.656 METERS 33942     |
 LW3404|---------------------------------------------------------------------|
 LW3404
 LW3404                          SUPERSEDED SURVEY CONTROL
 LW3404
 LW3404  NAD 83(1992)-  41 21 36.79363(N)    071 55 41.41590(W) AD(       ) 1
 LW3404  NAD 83(1986)-  41 21 36.79386(N)    071 55 41.41890(W) AD(       ) 1
 LW3404  NAD 27      -  41 21 36.44064(N)    071 55 43.16048(W) AD(       ) 1
 LW3404  NGVD 29 (07/19/86)   51.7    (m)          170.     (f) VERT ANG       
 LW3404
 LW3404.Superseded values are not recommended for survey control.
 LW3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3404.See file dsdata.txt to determine how the superseded data were derived.
 LW3404
 LW3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5506882884(NAD 83)
 LW3404_MARKER: DS = TRIANGULATION STATION DISK
 LW3404_SETTING: 80 = SET IN A BOULDER
 LW3404_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3404+STABILITY: SURFACE MOTION
 LW3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3404+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW3404
 LW3404  HISTORY     - Date     Condition        Report By
 LW3404  HISTORY     - 1934     MONUMENTED       CGS
 LW3404  HISTORY     - 1948     GOOD             CGS
 LW3404  HISTORY     - 1954     GOOD             CGS
 LW3404  HISTORY     - 1975     GOOD             NGS
 LW3404  HISTORY     - 1984     GOOD             USPSQD
 LW3404  HISTORY     - 1990     GOOD             USPSQD
 LW3404  HISTORY     - 20020219 GOOD             USPSQD
 LW3404
 LW3404                          STATION DESCRIPTION
 LW3404
 LW3404'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3404'THE STATION IS LOCATED ON TOP OF THE HILL ONE MILE N OF THE
 LW3404'BOSTON POST ROAD AND BETWEEN STONINGTON HARBOR AND QUAMBAUG
 LW3404'COVE.  IT IS ABOUT 1/4 MILE S OF THE RESERVOIR AND ON THE
 LW3404'SAME HILL.  THE STATION IS MARKED BY A STANDARD DISC SET IN A
 LW3404'DRILL HOLE IN THE TOP OF A BOULDER, IN A FIELD, 100 METERS S
 LW3404'OF THE HOME OF MR. NOYES PALMER, AND 91 METERS E OF MONTAUK
 LW3404'AVENUE.
 LW3404'
 LW3404'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL
 LW3404'HOLE IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS
 LW3404'NO.1 AND NO.2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS
 LW3404'DESCRIBED IN NOTE 12C.
 LW3404'
 LW3404'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3404'HOLES IN THE TOPS OF TWO LARGE BOULDERS EASTERLY AND SOUTHERLY
 LW3404'OF THE STATION RESPECTIVELY.
 LW3404
 LW3404                          STATION RECOVERY (1948)
 LW3404
 LW3404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3404'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LW3404'CONDITION.  DESCRIPTION IS ADEQUATE.
 LW3404
 LW3404                          STATION RECOVERY (1954)
 LW3404
 LW3404'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3404'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LW3404'IS ADEQUATE AND COMPLETE.
 LW3404
 LW3404                          STATION RECOVERY (1975)
 LW3404
 LW3404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3404'THE STATION MARK, REFERENCE MARK AND REFERENCE MARK 2 WERE
 LW3404'RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE MARK
 LW3404'1 WAS FOUND TO BE GREATER BY 3 MINUTES AND 8 SECONDS AND THE
 LW3404'DIRECTION TO REFERENCE MARK 2 CHECKED THE 1934 OBSERVATIONS.  THE
 LW3404'DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.523
 LW3404'METERS AND THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE
 LW3404'SHORTER BY 0.014 METERS.  AN AZIMUTH MARK WAS ESTABLISHED FOR THIS
 LW3404'STATION AT THIS TIME.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW3404'
 LW3404'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF THE
 LW3404'CONNECTICUT-RHODE ISLAND STATE LINE, 2-1/2 MILES EAST OF
 LW3404'MYSTIC, CONNECTICUT AND 3/4 MILE SOUTH OF INTERSTATE
 LW3404'HIGHWAY 95.  IT IS ON THE PROPERTY OF MR. STEVEN CASTLE,
 LW3404'POST OFFICE BOX 389, STONINGTON, CONNECTICUT., 06378.  HIS
 LW3404'TELEPHONE NUMBER IS 889-1311.
 LW3404'
 LW3404'TO REACH THE STATION FROM THE POST OFFICE IN MYSTIC, GO
 LW3404'SOUTHEAST ON U.S. HIGHWAY 1 FOR 2.5 MILES TO A CROSSROAD, TURN
 LW3404'LEFT AND GO NORTHERLY ON MONTAUK AVENUE FOR 1.0 MILE TO A GATE
 LW3404'IN THE ROCK FENCE ON THE RIGHT AND THE STATION AS DESCRIBED.
 LW3404'
 LW3404'THE STATION MARK, STAMPED MONTAUK 1934, IS A STANDARD DISK
 LW3404'CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 4-1/2 FOOT
 LW3404'BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 272 FEET
 LW3404'WEST OF THE CENTER OF THE GATE, 220 FEET EAST OF A ROCK FENCE,
 LW3404'167 FEET SOUTH OF A PICKET FENCE, 6.0 FEET WEST OF A METAL
 LW3404'WITNESS POST AND 3.5 FEET SOUTHWEST OF A 3-INCH CEDAR TREE.
 LW3404'
 LW3404'REFERENCE MARK 1, STAMPED MONTAUK NO 1 1934, IS A STANDARD
 LW3404'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 4 BY 4 FOOT
 LW3404'BOULDER WHICH PROJECTS ABOUT 4 FEET ABOVE THE
 LW3404'GROUND SURFACE.  IT IS 105.5 FEET EAST OF A METAL WITNESS
 LW3404'POST, 104 FEET WEST OF A ROCK FENCE AND 2.5 FEET SOUTHEAST
 LW3404'OF A 4-INCH CEDAR TREE.
 LW3404'
 LW3404'REFERENCE MARK 2, STAMPED MONTAUK NO 2 1934, IS A STANDARD
 LW3404'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 7 FOOT
 LW3404'BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 LW3404'GROUND SURFACE.  IT IS 235 FEET WEST OF A ROCK FENCE, 93.5
 LW3404'FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST
 LW3404'OF A 6-INCH TRIPLE TRUNKED TREE.
 LW3404'
 LW3404'THE AZIMUTH MARK, STAMPED MONTAUK AZ 1934 1975, IS A STANDARD
 LW3404'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LW3404'2 BY 5 FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 LW3404'GROUND SURFACE.  IT IS 88 FEET SOUTH OF A FENCE CORNER, 39 FEET
 LW3404'EAST OF THE CENTER LINE OF MONTAUK AVENUE AND 14 FEET NORTHEAST
 LW3404'OF THE CENTER OF THE GATE.
 LW3404'
 LW3404'HEIGHT OF LIGHT ABOVE STATION MARK 85.5 FEET.
 LW3404'
 LW3404'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3404'2-1/2 MILES EAST OF MYSTIC.
 LW3404
 LW3404                          STATION RECOVERY (1984)
 LW3404
 LW3404'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3404'MONTAUK 1934 R.M. NO. 1 R.M. NO. 2 RECOVERED IN GOOD CONDITION WITH
 LW3404'THE FOLLOWING CORRECTIONS.  THE HOUSE AND FLAG POLE HAVE BEEN
 LW3404'BURNED DOWN.  THE TWO DRIVEWAYS ARE COVERED WITH GRASS.  THERE
 LW3404'IS A LARGE LOG ACROSS EACH DRIVEWAY.  THERE IS A ROW OF FIR TREES
 LW3404'ALONG THE NORTHERN DRIVEWAY AND THE MARKS CAN BE FOUND FROM THE
 LW3404'FOUNDATION THE WIRE FENCE NO LONGER EXISTS.  THE MARKS ARE ON
 LW3404'THE THREE LARGEST BOULDERS IN THE FIELD.
 LW3404
 LW3404                          STATION RECOVERY (1990)
 LW3404
 LW3404'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3404'RECOVERED IN GOOD CONDITION.
 LW3404
 LW3404                          STATION RECOVERY (2002)
 LW3404
 LW3404'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3404'RECOVERED STA, RM1, RM2. AZIMUTH COULD NOT BE FOUND. IT HAS PROBABLY
 LW3404'BEEN DESTROYED IN CONSTRUCTION OF A NEW HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6446 ***********************************************************************
 LX6446  DESIGNATION -  MONTOWESE BAP CHURCH SPIRE
 LX6446  PID         -  LX6446
 LX6446  STATE/COUNTY-  CT/NEW HAVEN
 LX6446  USGS QUAD   -  BRANFORD (1984)
 LX6446
 LX6446                         *CURRENT SURVEY CONTROL
 LX6446  ___________________________________________________________________
 LX6446* NAD 83(1996)-  41 20 55.36076(N)    072 51 44.24872(W)     ADJUSTED  
 LX6446* NAVD 88     -                                                        
 LX6446  ___________________________________________________________________
 LX6446  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX6446  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6446
 LX6446  HORZ ORDER  -  THIRD
 LX6446
 LX6446.The horizontal coordinates were established by classical geodetic methods
 LX6446.and adjusted by the National Geodetic Survey in August 1998..
 LX6446
 LX6446
 LX6446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6446
 LX6446.The geoid height was determined by GEOID03.
 LX6446
 LX6446;                    North         East     Units Scale Factor Converg.
 LX6446;SPC CT       -   209,642.981   295,403.040   MT  0.99998832   -0 04 28.0
 LX6446;SPC CT       -   687,803.68    969,168.14   sFT  0.99998832   -0 04 28.0
 LX6446;SPC NY L     -   131,885.305   395,215.503   MT  1.00003272   +0 44 39.0
 LX6446;SPC NY L     -   432,693.70  1,296,636.20   sFT  1.00003272   +0 44 39.0
 LX6446;UTM  18      - 4,579,673.109   678,839.054   MT  0.99999363   +1 24 45.5
 LX6446
 LX6446                          SUPERSEDED SURVEY CONTROL
 LX6446
 LX6446  NAD 83(1992)-  41 20 55.35987(N)    072 51 44.24861(W) AD(       ) 4
 LX6446  NAD 83(1986)-  41 20 55.36220(N)    072 51 44.25163(W) AD(       ) 4
 LX6446  NAD 27      -  41 20 55.02200(N)    072 51 45.88700(W) AD(       ) 3
 LX6446
 LX6446.Superseded values are not recommended for survey control.
 LX6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6446.See file dsdata.txt to determine how the superseded data were derived.
 LX6446
 LX6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7883979673(NAD 83)
 LX6446
 LX6446  HISTORY     - Date     Condition        Report By
 LX6446  HISTORY     - UNK      MONUMENTED
 LX6446  HISTORY     - 1910     SEE DESCRIPTION  CGS
 LX6446  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX6446  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6446
 LX6446                          STATION DESCRIPTION
 LX6446
 LX6446'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6446'THE BAPTIST CHURCH OF MONTOWESE, A VILLAGE ABOUT 4 MILES N OF
 LX6446'NEW HAVEN.  THE CHURCH WAS BUILT ABOUT 1853 AND WITH THE EXCEPTION
 LX6446'OF AN ADDITION IN THE REAR HAS UNDERGONE NO CHANGES.  THE MAIN PART
 LX6446'OF THE BUILDING IS OF RED-BRICK.  THE STEEPLE IS SHINGLED AND
 LX6446'PAINTED WHITE.  A WEATHER VANE SHAPED AS AN ARROW SURMOUNTS THE
 LX6446'STEEPLE.  THE CHURCH IS REACHED FROM NEW HAVEN BY THE
 LX6446'WALLINGFORD ELECTRIC CAR, CORNER STATE AND CHAPEL STREETS.
 LX6446'RECOVERED IN 1910.
 LX6446
 LX6446                          STATION RECOVERY (1916)
 LX6446
 LX6446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX6446'RECOVERY NOTES, TOGETHER WITH ORIGINAL DESCRIPTION, SUFFICIENT.
 LX6446'
 LX6446'1916-REACHED BY WALLINGFORD ELECTRIC CAR, CORNER STATE AND CHAPEL
 LX6446'STREETS, NEW HAVEN.
 LX6446
 LX6446                          STATION RECOVERY (1933)
 LX6446
 LX6446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6446'THIS CHURCH IS LOCATED AT THE NE CORNER OF QUINIPIAC AVENUE AND
 LX6446'SPRING STREET.  THE SPIRE IS ABOUT 50 FEET TALL.  DESCRIPTION
 LX6446'SUFFICIENT.
 LX6446'
 LX6446'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6432 ***********************************************************************
 LX6432  DESIGNATION -  MONTOWESE HOTEL GABLE
 LX6432  PID         -  LX6432
 LX6432  STATE/COUNTY-  CT/NEW HAVEN
 LX6432  USGS QUAD   -  BRANFORD (1984)
 LX6432
 LX6432                         *CURRENT SURVEY CONTROL
 LX6432  ___________________________________________________________________
 LX6432* NAD 83(1996)-  41 15 25.81328(N)    072 48 19.50744(W)     ADJUSTED  
 LX6432* NAVD 88     -                                                        
 LX6432  ___________________________________________________________________
 LX6432  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6432  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX6432
 LX6432  HORZ ORDER  -  THIRD
 LX6432
 LX6432.The horizontal coordinates were established by classical geodetic methods
 LX6432.and adjusted by the National Geodetic Survey in August 1998..
 LX6432
 LX6432
 LX6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6432
 LX6432.The geoid height was determined by GEOID03.
 LX6432
 LX6432;                    North         East     Units Scale Factor Converg.
 LX6432;SPC CT       -   199,471.935   300,156.139   MT  0.99999472   -0 02 12.3
 LX6432;SPC CT       -   654,434.17    984,762.27   sFT  0.99999472   -0 02 12.3
 LX6432;SPC NY L     -   121,782.829   400,113.556   MT  1.00002010   +0 46 52.9
 LX6432;SPC NY L     -   399,549.16  1,312,705.89   sFT  1.00002010   +0 46 52.9
 LX6432;UTM  18      - 4,569,628.584   683,854.337   MT  1.00001602   +1 26 51.4
 LX6432
 LX6432                          SUPERSEDED SURVEY CONTROL
 LX6432
 LX6432  NAD 83(1992)-  41 15 25.81240(N)    072 48 19.50724(W) AD(       ) 4
 LX6432  NAD 83(1986)-  41 15 25.81426(N)    072 48 19.51066(W) AD(       ) 4
 LX6432  NAD 27      -  41 15 25.46000(N)    072 48 21.15000(W) AD(       ) 3
 LX6432
 LX6432.Superseded values are not recommended for survey control.
 LX6432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6432.See file dsdata.txt to determine how the superseded data were derived.
 LX6432
 LX6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8385469629(NAD 83)
 LX6432
 LX6432  HISTORY     - Date     Condition        Report By
 LX6432  HISTORY     - 1933     MONUMENTED       CGS
 LX6432  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6432  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6432
 LX6432                          STATION DESCRIPTION
 LX6432
 LX6432'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6432'THIS STATION IS ON THE LONG WHITE HOTEL BUILDING IN THE INDIAN
 LX6432'NECK SECTION OF THE TOWN OF BRANFORD.  THE HOTEL IS KNOWN AS THE
 LX6432'MONTOWESE HOTEL.  A BROAD GABLE, IN THE APPROXIMATE MIDDLE OF
 LX6432'THE S FRONT OF THE HOTEL, FACES S.
 LX6432'
 LX6432'CENTER IS THE APEX OF THIS GABLE
 LX6432
 LX6432                          STATION RECOVERY (1961)
 LX6432
 LX6432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6432'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX6432'G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6432
 LX6432                          STATION RECOVERY (1984)
 LX6432
 LX6432'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6432'STATION DESTROYED.  THE MONTOWESE HOTEL WAS DEMOLISHED IN THE
 LX6432'EARLY 1960S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6413 ***********************************************************************
 LX6413  DESIGNATION -  MONTVALE
 LX6413  PID         -  LX6413
 LX6413  STATE/COUNTY-  CT/NEW HAVEN
 LX6413  USGS QUAD   -  BRANFORD (1984)
 LX6413
 LX6413                         *CURRENT SURVEY CONTROL
 LX6413  ___________________________________________________________________
 LX6413* NAD 83(1996)-  41 16 39.61107(N)    072 50 29.52752(W)     ADJUSTED  
 LX6413* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 LX6413  ___________________________________________________________________
 LX6413  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX6413  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX6413
 LX6413  HORZ ORDER  -  SECOND
 LX6413
 LX6413.The horizontal coordinates were established by classical geodetic methods
 LX6413.and adjusted by the National Geodetic Survey in August 1998..
 LX6413
 LX6413.The orthometric height was scaled from a topographic map.
 LX6413
 LX6413.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6413
 LX6413.The geoid height was determined by GEOID03.
 LX6413
 LX6413;                    North         East     Units Scale Factor Converg.
 LX6413;SPC CT       -   201,751.136   297,131.725   MT  0.99999307   -0 03 38.5
 LX6413;SPC CT       -   661,911.85    974,839.67   sFT  0.99999307   -0 03 38.5
 LX6413;SPC NY L     -   124,018.668   397,056.818   MT  1.00002270   +0 45 27.8
 LX6413;SPC NY L     -   406,884.58  1,302,677.24   sFT  1.00002270   +0 45 27.8
 LX6413;UTM  18      - 4,571,828.692   680,771.838   MT  1.00000219   +1 25 27.6
 LX6413
 LX6413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6413!SPC CT       -   0.99999737  x   0.99999307  =   0.99999044
 LX6413!SPC NY L     -   0.99999737  x   1.00002270  =   1.00002007
 LX6413!UTM  18      -   0.99999737  x   1.00000219  =   0.99999956
 LX6413
 LX6413|---------------------------------------------------------------------|
 LX6413| PID    Reference Object                     Distance      Geod. Az  |
 LX6413|                                                           dddmmss.s |
 LX6413| CZ6832 MONTVALE RM 2                        18.630 METERS 02123     |
 LX6413| LX6440 JOHNSONS CHIMNEY                    APPROX. 2.6 KM 0235715.9 |
 LX6413| LX6442 ZADONIVITCH BARN GABLE              APPROX. 2.8 KM 0382642.6 |
 LX6413| LX6433 TRINITY EPIS CHURCH SPIRE           APPROX. 2.7 KM 0795348.1 |
 LX6413| LX6425 BRANFORD CONG CHURCH SPIRE          APPROX. 2.6 KM 0812821.2 |
 LX6413| LX6437 SAINT MARYS CHURCH TOWER            APPROX. 2.2 KM 0853154.9 |
 LX6413| LX6436 MALLEABLE IRON CO ELEVATED TK       APPROX. 2.1 KM 1064109.2 |
 LX6413| CZ6831 MONTVALE RM 1                        11.010 METERS 11401     |
 LX6413| LX6451 EAST HAVEN SPIRE                    APPROX. 2.5 KM 2712719.2 |
 LX6413| LX6448 SALTONSTALL STANDPIPE               APPROX. 1.8 KM 2782813.4 |
 LX6413|---------------------------------------------------------------------|
 LX6413
 LX6413                          SUPERSEDED SURVEY CONTROL
 LX6413
 LX6413  NAD 83(1992)-  41 16 39.61018(N)    072 50 29.52734(W) AD(       ) 2
 LX6413  NAD 83(1986)-  41 16 39.61214(N)    072 50 29.53051(W) AD(       ) 2
 LX6413  NAD 27      -  41 16 39.26500(N)    072 50 31.17000(W) AD(       ) 2
 LX6413
 LX6413.Superseded values are not recommended for survey control.
 LX6413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6413.See file dsdata.txt to determine how the superseded data were derived.
 LX6413
 LX6413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8077271829(NAD 83)
 LX6413_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6413_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6413+STABILITY: SURFACE MOTION
 LX6413
 LX6413  HISTORY     - Date     Condition        Report By
 LX6413  HISTORY     - 1933     MONUMENTED       CGS
 LX6413  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6413
 LX6413                          STATION DESCRIPTION
 LX6413
 LX6413'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6413'THIS STATION IS LOCATED ON THE S SIDE OF U.S. ROUTE 1, 1.7 MILES
 LX6413'E OF THE EAST HAVEN STONE CHURCH, IN MONTVALE SUB-DIVISION.  IT
 LX6413'IS ON THE HIGHEST PART OF THE HILL AND AT THE SW CORNER OF LOT
 LX6413'NO. 103.  THIS LOT IS ON THE N SIDE OF HOADLEY ROAD AND IS THE
 LX6413'PROPERTY OF MR. B.L. SMITH.
 LX6413'
 LX6413'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6413'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6413'
 LX6413'REFERENCE MARK NO.1 IS NEAR THE SE CORNER OF LOT NO.102 AND
 LX6413'BEARS S 55 DEG E (MAGNETIC)
 LX6413'
 LX6413'REFERENCE MARK NO.2 IS NEAR THE W BOUNDARY OF LOT NO.103 AND
 LX6413'BEARS N 35 DEG E (MAGNETIC).
 LX6413'
 LX6413'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 LX6413
 LX6413                          STATION RECOVERY (1961)
 LX6413
 LX6413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6413'STATION COULD NOT BE FOUND.  THE LOTS REFERED TO WERE ONLY 25
 LX6413'FT. WIDE.  LOTS 102 AND 103 NOW HAVE A HOUSE BUILT IN THE MIDDLE
 LX6413'OF THEM.  THE GROUND IS RAISED WITH FILL TO A HEIGHT OF 4 FT.
 LX6413'ABOVE THE NATURAL ELEVATION.  THESE MARKS SHOULD BE CLASSIFIED
 LX6413'LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5541 ***********************************************************************
 LX5541  DESIGNATION -  MONTVILLE ATT MICROWAVE
 LX5541  PID         -  LX5541
 LX5541  STATE/COUNTY-  CT/NEW LONDON
 LX5541  USGS QUAD   -  MONTVILLE (1983)
 LX5541
 LX5541                         *CURRENT SURVEY CONTROL
 LX5541  ___________________________________________________________________
 LX5541* NAD 83(1996)-  41 28 07.63734(N)    072 12 11.56280(W)     ADJUSTED  
 LX5541* NAVD 88     -                                                        
 LX5541  ___________________________________________________________________
 LX5541  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX5541  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX5541
 LX5541  HORZ ORDER  -  THIRD
 LX5541
 LX5541.The horizontal coordinates were established by classical geodetic methods
 LX5541.and adjusted by the National Geodetic Survey in August 1998..
 LX5541
 LX5541
 LX5541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5541
 LX5541.The geoid height was determined by GEOID03.
 LX5541
 LX5541;                    North         East     Units Scale Factor Converg.
 LX5541;SPC CT       -   223,117.147   350,476.190   MT  0.99998378   +0 21 45.2
 LX5541;SPC CT       -   732,010.17  1,149,853.97   sFT  0.99998378   +0 21 45.2
 LX5541;UTM  18      - 4,594,575.454   733,551.296   MT  1.00027132   +1 51 10.4
 LX5541
 LX5541                          SUPERSEDED SURVEY CONTROL
 LX5541
 LX5541  NAD 83(1992)-  41 28 07.63642(N)    072 12 11.56235(W) AD(       ) 4
 LX5541  NAD 83(1986)-  41 28 07.63759(N)    072 12 11.56502(W) AD(       ) 4
 LX5541  NAD 27      -  41 28 07.28583(N)    072 12 13.27913(W) AD(       ) 3
 LX5541
 LX5541.Superseded values are not recommended for survey control.
 LX5541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5541.See file dsdata.txt to determine how the superseded data were derived.
 LX5541
 LX5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3355194575(NAD 83)
 LX5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5541+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LX5541
 LX5541  HISTORY     - Date     Condition        Report By
 LX5541  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5541  HISTORY     - 20010408 GOOD             USPSQD
 LX5541  HISTORY     - 20030625 GOOD             USPSQD
 LX5541
 LX5541                          STATION DESCRIPTION
 LX5541
 LX5541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5541'THE STATION IS THE LIGHT ATOP AN AMERICAN TELEPHONE AND
 LX5541'TELEGRAPH COMPANY MICROWAVE KCJ 80 OF 440 HAMILTON AVENUE, WHITE
 LX5541'PLAINS, NEW YORK.  THE MICROWAVE IS PAINTED RED AND WHITE, THE
 LX5541'TALLEST 1 OF 2 AND IS ABOUT 318 FEET HIGH.
 LX5541'
 LX5541'STATION IS ABOUT 9 MILES SOUTHWEST OF NORWICH, 2-1/2 MILES
 LX5541'SOUTHEAST OF THE JUNCTIONS OF STATE HIGHWAYS 82 AND 85 AND ON
 LX5541'A HILL KNOWN AS CHAPEL HILL.
 LX5541'
 LX5541'TO REACH THE STATION FROM THE POST OFFICE IN OAKDALE, GO
 LX5541'SOUTHEAST ON STATE HIGHWAY 163 FOR 0.2 MILE TO THE JUNCTION
 LX5541'OF CHESTERFIELD ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 LX5541'CHESTERFIELD ROAD FOR 0.45 MILE TO THE JUNCTION OF OLD
 LX5541'COLCHESTER ROAD.  TURN RIGHT AND GO NORTHWEST ON OLD
 LX5541'COLCHESTER ROAD FOR 0.35 MILE TO THE JUNCTION OF BLACK
 LX5541'ASH ROAD.  TURN LEFT AND GO WEST ON BLACK ASH ROAD FOR 1.75
 LX5541'MILES TO A T-JUNCTION.  TURN RIGHT AND GO NORTH ON CHAPEL HILL
 LX5541'ROAD FOR 0.4 MILE TO THE MICROWAVE ON THE RIGHT.
 LX5541
 LX5541                          STATION RECOVERY (2001)
 LX5541
 LX5541'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5541'RECOVERED IN GOOD CONDITION.
 LX5541
 LX5541                          STATION RECOVERY (2003)
 LX5541
 LX5541'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX5541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5534 ***********************************************************************
 LX5534  DESIGNATION -  MONTVILLE CABLE TV MAST
 LX5534  PID         -  LX5534
 LX5534  STATE/COUNTY-  CT/NEW LONDON
 LX5534  USGS QUAD   -  MONTVILLE (1983)
 LX5534
 LX5534                         *CURRENT SURVEY CONTROL
 LX5534  ___________________________________________________________________
 LX5534* NAD 83(1996)-  41 27 11.00197(N)    072 09 14.64350(W)     ADJUSTED  
 LX5534* NAVD 88     -                                                        
 LX5534  ___________________________________________________________________
 LX5534  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX5534  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX5534
 LX5534  HORZ ORDER  -  THIRD
 LX5534
 LX5534.The horizontal coordinates were established by classical geodetic methods
 LX5534.and adjusted by the National Geodetic Survey in August 1998..
 LX5534
 LX5534
 LX5534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5534
 LX5534.The geoid height was determined by GEOID03.
 LX5534
 LX5534;                    North         East     Units Scale Factor Converg.
 LX5534;SPC CT       -   221,397.115   354,593.409   MT  0.99998412   +0 23 42.5
 LX5534;SPC CT       -   726,367.03  1,163,361.88   sFT  0.99998412   +0 23 42.5
 LX5534;UTM  18      - 4,592,962.584   737,713.096   MT  1.00029546   +1 53 05.7
 LX5534
 LX5534                          SUPERSEDED SURVEY CONTROL
 LX5534
 LX5534  NAD 83(1992)-  41 27 11.00095(N)    072 09 14.64289(W) AD(       ) 4
 LX5534  NAD 83(1986)-  41 27 11.00208(N)    072 09 14.64591(W) AD(       ) 4
 LX5534  NAD 27      -  41 27 10.65180(N)    072 09 16.36771(W) AD(       ) 3
 LX5534
 LX5534.Superseded values are not recommended for survey control.
 LX5534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5534.See file dsdata.txt to determine how the superseded data were derived.
 LX5534
 LX5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3771392963(NAD 83)
 LX5534_MARKER: 42 = RADIO/TV MAST
 LX5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5534+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 LX5534
 LX5534  HISTORY     - Date     Condition        Report By
 LX5534  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5534  HISTORY     - 20030625 GOOD             USPSQD
 LX5534
 LX5534                          STATION DESCRIPTION
 LX5534
 LX5534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5534'THE STATION IS THE LIGHT ATOP THE EASTERN CONNECTICUT TV CABLE
 LX5534'MAST OF WATERFORD, CONNECTICUT.  IT IS PAINTED RED AND WHITE
 LX5534'AND IS ABOUT 350 FEET HIGH.
 LX5534'
 LX5534'THE STATION IS ABOUT 8 MILES NORTH-NORTHWEST OF NEW LONDON, 6
 LX5534'MILES SOUTHWEST OF NORWICH AND ON A HILL KNOWN AS GAY HILL.
 LX5534'
 LX5534'TO REACH THE STATION FROM THE POST OFFICE IN OAKDALE, GO
 LX5534'SOUTHEAST ON STATE HIGHWAY 163 FOR 0.2 MILE TO THE JUNCTION
 LX5534'OF CHESTERFIELD ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 LX5534'CHESTERFIELD ROAD FOR 0.45 MILE TO THE JUNCTION OF OLD
 LX5534'COLCHESTER ROAD.  TURN LEFT AND GO SOUTHEAST ON OLD
 LX5534'COLCHESTER ROAD FOR 0.65 MILE TO A GRAVELED DRIVE LEFT JUST
 LX5534'AFTER PASSING MAZZEIS AUTO BODY SHOP ON THE RIGHT.  TURN LEFT
 LX5534'AND GO EAST ON THE GRAVELED DRIVE FOR 0.1 MILE TO THE STATION.
 LX5534
 LX5534                          STATION RECOVERY (2003)
 LX5534
 LX5534'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX5534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4727 ***********************************************************************
 LX4727  DESIGNATION -  MONTY
 LX4727  PID         -  LX4727
 LX4727  STATE/COUNTY-  CT/WINDHAM
 LX4727  USGS QUAD   -  SCOTLAND (1983)
 LX4727
 LX4727                         *CURRENT SURVEY CONTROL
 LX4727  ___________________________________________________________________
 LX4727* NAD 83(1996)-  41 40 18.01106(N)    072 04 28.14041(W)     ADJUSTED  
 LX4727* NAVD 88     -       137.6    (meters)     451.     (feet)  VERTCON   
 LX4727  ___________________________________________________________________
 LX4727  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 LX4727  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX4727
 LX4727  HORZ ORDER  -  FIRST
 LX4727
 LX4727.The horizontal coordinates were established by classical geodetic methods
 LX4727.and adjusted by the National Geodetic Survey in August 1998..
 LX4727
 LX4727.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4727
 LX4727.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4727
 LX4727.The geoid height was determined by GEOID03.
 LX4727
 LX4727;                    North         East     Units Scale Factor Converg.
 LX4727;SPC CT       -   245,725.181   361,053.090   MT  0.99998603   +0 26 52.5
 LX4727;SPC CT       -   806,183.36  1,184,555.01   sFT  0.99998603   +0 26 52.5
 LX4727;UTM  18      - 4,617,458.839   743,538.249   MT  1.00032993   +1 56 45.7
 LX4727;UTM  19      - 4,617,890.986   244,059.455   MT  1.00040618   -2 02 42.8
 LX4727
 LX4727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4727!SPC CT       -   0.99998313  x   0.99998603  =   0.99996916
 LX4727!UTM  18      -   0.99998313  x   1.00032993  =   1.00031305
 LX4727!UTM  19      -   0.99998313  x   1.00040618  =   1.00038930
 LX4727
 LX4727|---------------------------------------------------------------------|
 LX4727| PID    Reference Object                     Distance      Geod. Az  |
 LX4727|                                                           dddmmss.s |
 LX4727| CZ6833 MONTY RM 1                           32.851 METERS 06250     |
 LX4727| LX4723 LISBON RM 3                         APPROX. 6.7 KM 1284543.9 |
 LX4727| CZ6834 MONTY RM 2                           35.386 METERS 19250     |
 LX4727| LX4778 NORWICH RAD KCG 289 MAST            APPROX. 9.0 KM 1951453.7 |
 LX4727|---------------------------------------------------------------------|
 LX4727
 LX4727                          SUPERSEDED SURVEY CONTROL
 LX4727
 LX4727  NAD 83(1996)-  41 40 18.01030(N)    072 04 28.14003(W) AD(       ) 1
 LX4727  NAD 83(1992)-  41 40 18.01029(N)    072 04 28.13999(W) AD(       ) 1
 LX4727  NAD 83(1992)-  41 40 18.01085(N)    072 04 28.14098(W) AD(       ) 1
 LX4727  NAD 83(1986)-  41 40 18.01110(N)    072 04 28.14088(W) AD(       ) 1
 LX4727  NAD 27      -  41 40 17.65621(N)    072 04 29.86414(W) AD(       ) 1
 LX4727  NGVD 29 (07/19/86)  137.9    (m)          452.     (f) VERT ANG       
 LX4727
 LX4727.Superseded values are not recommended for survey control.
 LX4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4727.See file dsdata.txt to determine how the superseded data were derived.
 LX4727
 LX4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4353817459(NAD 83)
 LX4727_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4727+STABILITY: SURFACE MOTION
 LX4727
 LX4727  HISTORY     - Date     Condition        Report By
 LX4727  HISTORY     - 1975     MONUMENTED       NGS
 LX4727
 LX4727                          STATION DESCRIPTION
 LX4727
 LX4727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4727'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WINDHAM, 4 MILES
 LX4727'NORTH OF BALTIC, 1-3/4 MILES SOUTHEAST OF SCOTLAND AND ON PROPERTY
 LX4727'OF MR. LA VERNE EKLUND, 444 BOLTON ROAD, VERNON, CONNECTICUT
 LX4727'06066.  PHONE NUMBER 875-6132.
 LX4727'
 LX4727'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 97 AND
 LX4727'14 IN SCOTLAND, GO SOUTHERLY ON STATE HIGHWAY 97 FOR 1.5 MILES
 LX4727'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON TOLERATION
 LX4727'ROAD FOR 0.45 MILE TO THE END OF PAVEMENT AND TRACK ROAD.
 LX4727'CONTINUE EASTERLY ON TRACK ROAD FOR 0.05 MILE TO A HOUSE ON THE
 LX4727'RIGHT AND FIELD ROAD LEFT.  TURN LEFT, THEN RIGHT AND GO
 LX4727'NORTHEAST AND EAST ON TRACK ROAD FOR 0.3 MILE TO THE TOP OF THE
 LX4727'HILL AND DIM WOODS ROAD LEFT.  TURN LEFT AND GO NORTHEAST ON
 LX4727'DIM WOODS ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT AS
 LX4727'DESCRIBED.
 LX4727'
 LX4727'STATION MARKS, STAMPED MONTY 1974, ARE STANDARD DISKS.  THE
 LX4727'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LX4727'PROJECTS 6 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS SET
 LX4727'IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 46 INCHES BELOW
 LX4727'THE SURFACE OF THE GROUND.  THEY ARE 42 FEET SOUTH OF A 10-INCH
 LX4727'CEDAR TREE WITH TRIANGLE BLAZES ON THE SOUTH SIDE AND WEST SIDE,
 LX4727'40 FEET NORTHWEST OF THE DIM WOODS ROAD, 21.5 FEET NORTH OF A
 LX4727'24-INCH TREE AND 5.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX4727'
 LX4727'REFERENCE MARK 1, STAMPED MONTY NO 1 1974, IS A STANDARD DISK
 LX4727'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 12 INCHES.  IT
 LX4727'IS 44.5 FEET SOUTHEAST OF A 36-INCH TREE, 8 FEET SOUTH OF A
 LX4727'15-INCH TREE, 8 FEET NORTH OF A 12-INCH TREE AND 3 FEET WEST OF
 LX4727'A METAL WITNESS POST.
 LX4727'
 LX4727'REFERENCE MARK 2, STAMPED MONTY NO 2 1974, IS A STANDARD DISK
 LX4727'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 LX4727'THE GROUND.  IT IS 25.5 FEET SOUTH OF THE CENTER OF DIM WOODS
 LX4727'ROAD, 12.5 FEET NORTHWEST OF A TWIN TRUNK TREE AND 2 FEET NORTH
 LX4727'OF A METAL WITNESS POST.
 LX4727'
 LX4727'NOTE--THERE WASNT A SUITABLE PLACE TO SET A REFERENCE MARK 3 AT
 LX4727'THIS TIME.  NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1
 LX4727'AND 2 DUE TO TREES AND BRUSH.
 LX4727'
 LX4727'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4901 ***********************************************************************
 LX4901  DESIGNATION -  MOODUS BUCKLE SHOP TOWER
 LX4901  PID         -  LX4901
 LX4901  STATE/COUNTY-  CT/MIDDLESEX
 LX4901  USGS QUAD   -  MOODUS (1984)
 LX4901
 LX4901                         *CURRENT SURVEY CONTROL
 LX4901  ___________________________________________________________________
 LX4901* NAD 83(1996)-  41 30 43.73565(N)    072 26 16.71895(W)     ADJUSTED  
 LX4901* NAVD 88     -                                                        
 LX4901  ___________________________________________________________________
 LX4901  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LX4901  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX4901
 LX4901  HORZ ORDER  -  THIRD
 LX4901
 LX4901.The horizontal coordinates were established by classical geodetic methods
 LX4901.and adjusted by the National Geodetic Survey in August 1998..
 LX4901
 LX4901
 LX4901.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4901
 LX4901.The geoid height was determined by GEOID03.
 LX4901
 LX4901;                    North         East     Units Scale Factor Converg.
 LX4901;SPC CT       -   227,835.363   330,847.931   MT  0.99998321   +0 12 24.8
 LX4901;SPC CT       -   747,489.85  1,085,456.92   sFT  0.99998321   +0 12 24.8
 LX4901;UTM  18      - 4,598,782.291   713,802.313   MT  1.00016257   +1 41 55.3
 LX4901
 LX4901                          SUPERSEDED SURVEY CONTROL
 LX4901
 LX4901  NAD 83(1992)-  41 30 43.73495(N)    072 26 16.71870(W) AD(       ) 4
 LX4901  NAD 83(1986)-  41 30 43.73654(N)    072 26 16.72116(W) AD(       ) 4
 LX4901  NAD 27      -  41 30 43.38000(N)    072 26 18.43000(W) AD(       ) 3
 LX4901
 LX4901.Superseded values are not recommended for survey control.
 LX4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4901.See file dsdata.txt to determine how the superseded data were derived.
 LX4901
 LX4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1380298782(NAD 83)
 LX4901
 LX4901  HISTORY     - Date     Condition        Report By
 LX4901  HISTORY     - 1934     MONUMENTED       CGS
 LX4901
 LX4901                          STATION DESCRIPTION
 LX4901
 LX4901'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4901'THIS STATION IS ON THE UNUSED MILL OF THE HADLEY SMITH COMPANY
 LX4901'IN THE VILLAGE OF MOODUS.
 LX4901'
 LX4901'THE MAIN BUILDING IS OF NATIVE STONE MASONRY AND IS TWO-STORIES
 LX4901'HIGH.  THE TOWER IS ON A WOODEN STRUCTURE BUILT AGAINST THE N
 LX4901'CORNER OF THE STONE BUILDING.  THE TOWER IS THREE-STORIES HIGH
 LX4901'AND HAS BEEN USED AS A MATERIAL HOIST.
 LX4901'
 LX4901'THE TOWER, RESEMBLING A CHURCH BELFRY, IS SQUARE WITH FOUR
 LX4901'GREEN SHUTTERED OPENINGS.  THE FLAT TOWER ROOF HAS DOUBLE POINTED
 LX4901'WOOD ORNAMENTS AT EACH CORNER.
 LX4901'
 LX4901'CENTER IS THE CENTER LINE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4801 ***********************************************************************
 LX4801  DESIGNATION -  MOOWEEM
 LX4801  PID         -  LX4801
 LX4801  STATE/COUNTY-  CT/NEW LONDON
 LX4801  USGS QUAD   -  FITCHVILLE (1983)
 LX4801
 LX4801                         *CURRENT SURVEY CONTROL
 LX4801  ___________________________________________________________________
 LX4801* NAD 83(1996)-  41 33 28.01842(N)    072 13 27.30490(W)     ADJUSTED  
 LX4801* NAVD 88     -       149.9    (meters)     492.     (feet)  VERTCON   
 LX4801  ___________________________________________________________________
 LX4801  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX4801  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX4801
 LX4801  HORZ ORDER  -  FIRST
 LX4801
 LX4801.The horizontal coordinates were established by classical geodetic methods
 LX4801.and adjusted by the National Geodetic Survey in August 1998..
 LX4801
 LX4801.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4801
 LX4801.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4801
 LX4801.The geoid height was determined by GEOID03.
 LX4801
 LX4801;                    North         East     Units Scale Factor Converg.
 LX4801;SPC CT       -   232,989.990   348,658.558   MT  0.99998323   +0 20 55.0
 LX4801;SPC CT       -   764,401.33  1,143,890.62   sFT  0.99998323   +0 20 55.0
 LX4801;UTM  18      - 4,604,400.396   731,476.638   MT  1.00025943   +1 50 31.8
 LX4801
 LX4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4801!SPC CT       -   0.99998121  x   0.99998323  =   0.99996444
 LX4801!UTM  18      -   0.99998121  x   1.00025943  =   1.00024064
 LX4801
 LX4801|---------------------------------------------------------------------|
 LX4801| PID    Reference Object                     Distance      Geod. Az  |
 LX4801|                                                           dddmmss.s |
 LX4801| CZ6836 MOOWEEM RM 1                         38.524 METERS 04126     |
 LX4801| LX5528 RAYMOND HILL                        APPROX. 7.3 KM 1590236.6 |
 LX4801| CZ6837 MOOWEEM RM 2                         21.842 METERS 17510     |
 LX4801| CZ6838 MOOWEEM RM 3                         22.013 METERS 22046     |
 LX4801| CZ6835 MOOWEEM AZ MK                                      3534430.6 |
 LX4801|---------------------------------------------------------------------|
 LX4801
 LX4801                          SUPERSEDED SURVEY CONTROL
 LX4801
 LX4801  NAD 83(1992)-  41 33 28.01760(N)    072 13 27.30447(W) AD(       ) 1
 LX4801  NAD 83(1986)-  41 33 28.01882(N)    072 13 27.30663(W) AD(       ) 1
 LX4801  NAD 27      -  41 33 27.66544(N)    072 13 29.02013(W) AD(       ) 1
 LX4801  NGVD 29 (07/19/86)  150.2    (m)          493.     (f) VERT ANG       
 LX4801
 LX4801.Superseded values are not recommended for survey control.
 LX4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4801.See file dsdata.txt to determine how the superseded data were derived.
 LX4801
 LX4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3147704400(NAD 83)
 LX4801
 LX4801  HISTORY     - Date     Condition        Report By
 LX4801  HISTORY     - 1942     MONUMENTED       CGS
 LX4801  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX4801  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4801
 LX4801                          STATION DESCRIPTION
 LX4801
 LX4801'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4801'STATION IS LOCATED ABOUT 8.0 MILES WNW OF NORWICH, 5.75 MILES E
 LX4801'OF COLCHESTER AND ABOUT 5.5 MILES W OF YANTIC ON A TIMBERED RIDGE
 LX4801'JUST E OF A LAKE.  THE STATION IS LOCATED IN CAMP MOOWEEM WHICH
 LX4801'IS A SUMMER CAMP ON LAND OWNED BY MR. CAP GIRDEN.  THE STATION
 LX4801'MARK IS SET 36 FEET S OF A TRIANGLE-BLAZED 10 INCH MAPLE TREE
 LX4801'WHICH STANDS AT THE SE CORNER OF THE BALL PARK GRANDSTAND.  IT
 LX4801'IS 12 FEET W OF THE ROAD LEADING TO THE BALL PARK.  THE DISK IS
 LX4801'STAMPED MOOWEEM 1942.
 LX4801'
 LX4801'REFERENCE MARK NO. 1 IS 126.38 FEET NE OF THE STATION AT THE
 LX4801'E EDGE OF THE BALL DIAMONDS.  THE DISK IS STAMPED MOOWEEM NO. 1,
 LX4801'1942.
 LX4801'
 LX4801'REFERENCE MARK NO. 2 IS 71.66 FEET SSW OF THE STATION AND 15 FEET
 LX4801'W OF THE ROAD LEADING TO THE BALL PARK.  THE DISK IS STAMPED
 LX4801'MOOWEEM NO. 2, 1942.
 LX4801'
 LX4801'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 LX4801'
 LX4801'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 85
 LX4801'AND 2 IN THE VILLAGE OF COLCHESTER, GO EASTERLY ON STATE ROUTE
 LX4801'2 FOR 5.25 MILES TO A T ROAD RIGHT AND A GASOLINE STATION IN THE
 LX4801'SW ANGLE OF THE INTERSECTION.  TURN RIGHT ON A GRAVEL ROAD AND
 LX4801'PROCEED SOUTHERLY FOR 0.85 MILE TO A FORK, TAKE THE LEFT FORK AND
 LX4801'GO 0.2 MILE TO THE N END OF A LAKE AND A DRIVEWAY ON THE LEFT
 LX4801'LEADING TO CAMP MOOWEEM, TURN LEFT AND FOLLOW THE MAIN ROAD FOR
 LX4801'0.5 MILE TO THE CAMP OFFICE BUILDING, CONTINUE STRAIGHT AHEAD
 LX4801'FOR 0.05 MILE TO THE CAMP KITCHEN ON THE LEFT, TURN LEFT ON A
 LX4801'DIM ROAD JUST BEFORE REACHING THE KITCHEN AND GO 0.05 MILE TO A
 LX4801'FORK AT THE WATER TANK, TAKE THE RIGHT FORK FOR 0.15 MILE TO THE
 LX4801'TOP OF THE HILL AND STATION AT THE S END OF THE BASEBALL
 LX4801'FIELD.
 LX4801'
 LX4801'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX4801
 LX4801                          STATION RECOVERY (1971)
 LX4801
 LX4801'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX4801'MOWEEM 1942 THE STATIONS AND RMS WERE RECOVERED IN GOOD CONDITION.
 LX4801'
 LX4801'TO REACH THE STATION FROM THE CENTER OF COLCHESTER AT THE INT. OF
 LX4801'RTE 85 (MAIN ST) AND OLD RTE 2 (NORWICH RD) GO EAST ON RTE 2
 LX4801'FOR 5.2 MILE TO CAMP MOWEEM RD.  TURN RIGHT (SW) AND GO 0.4 MILE TO
 LX4801'A FORK BEAR LEFT FOR 0.2 MILE TO THE NORTH END OF RED CEDAR
 LX4801'LAKE.  TURN LEFT (EAST) ON RED CEDAR LAND RD. AND GO 0.15 MILE TO
 LX4801'A SMALL LAKE OUTLET CULVERT, THEN PROCEED 0.4 MILE TO A FORK AT
 LX4801'4 SEASONS CAMP, BEAR LEFT FOR 0.15 MILE TO A SHARP LEFT AROUND
 LX4801'1 STY FR BLDG. AND GO 0.1 MILE TO THE STATION.  MOWEEM IS 26
 LX4801'FT W FROM A HANDBALL BACKSTOP AND 35 FT SOUTH OF A 24 IN OAK.
 LX4801'SET IN BITUMINUS AREA IN CONC. POST RM 2 IS 6 IN BELOW
 LX4801'BITUMINUS SURFACE
 LX4801
 LX4801                          STATION RECOVERY (1975)
 LX4801
 LX4801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4801'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 LX4801'CONDITION.  THE DISTANCE AND DIRECTION CHECKED WITH PREVIOUS
 LX4801'DISTANCE AND DIRECTION.  REFERENCE MARK 2 WAS SEARCHED FOR BUT
 LX4801'WASNT FOUND.  A NEW REFERENCE MARK 3 AND AZIMUTH MARK WERE
 LX4801'ESTABLISHED AT THIS TIME.  DUE TO VARIOUS CHANGES A NEW AND
 LX4801'COMPLETE DESCRIPTION FOLLOWS.
 LX4801'
 LX4801'THE STATION IS LOCATED ABOUT 5-1/4 MILES WEST OF YANTIC, 5 MILES
 LX4801'EAST OF COLCHESTER AND ON PROPERTY OF MR. JOSEPH SCIOTINO, 2320
 LX4801'MAIN STREET, BRIDGEPORT, CONNECTICUT 06606.  PHONE NUMBER 366-5312.
 LX4801'
 LX4801'TO REACH THE STATION FROM EXIT 22 OF STATE HIGHWAY 2, GO NORTH
 LX4801'ON SCOTT HILL ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN LEFT AND
 LX4801'GO WEST ON WATERMAN ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT.  TURN
 LX4801'LEFT AND GO SOUTH ON CAMP MOWEEN ROAD FOR 0.75 MILE TO A
 LX4801'FORK.  TAKE LEFT FORK AND GO SOUTHEAST ON A PAVED ROAD FOR 0.2
 LX4801'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY ON A
 LX4801'GRAVELED ROAD FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK AND
 LX4801'CONTINUE EASTERLY ON GRAVELED ROAD FOR 0.05 MILE TO A
 LX4801'T-INTERSECTION.  TURN LEFT AND GO NORTHERLY ON A WOODS ROAD
 LX4801'FOR 0.05 MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE
 LX4801'NORTHERLY ON WOODS ROAD FOR 0.05 MILE TO A PAVED AREA AND
 LX4801'STATION ON NORTHWEST CORNER AS DESCRIBED.
 LX4801'
 LX4801'STATION MARK, STAMPED MOOWEEM 1942 IS A STANDARD DISK.  THE MARK
 LX4801'IS SURROUNDED WITH PAVEMENT.  THE MARK IS ABOUT 1 INCH BELOW THE
 LX4801'THE SURFACE OF THE PAVEMENT.  IT IS 36 FEET SOUTH OF A 28-INCH
 LX4801'MAPLE TREE, 26.5 FEET WEST OF THE SOUTH END OF A HANDBALL WALL
 LX4801'THAT IS ABOUT 15-FOOT TALL, 9 FEET EAST OF A METAL WITNESS POST
 LX4801'AND 8 FEET WEST OF THE NORTHWEST CORNER OF A BASKETBALL
 LX4801'COURT.  NOTE--DESCRIBED.
 LX4801'
 LX4801'REFERENCE MARK 1, STAMPED MOOWEEM NO 1 1942 IS A STANDARD DISK
 LX4801'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LX4801'INCHES.  IT IS 101 FEET NORTHEAST OF THE 28-INCH MAPLE TREE, 29.5
 LX4801'FEET NORTH OF THE NORTH END OF A BACK STOP AND 11 FEET WEST OF A
 LX4801'ROCK FENCE.  NOTE--11A.
 LX4801'
 LX4801'REFERENCE MARK 3, STAMPED MOOWEEM 1942 NO 3 1975 IS A STANDARD
 LX4801'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 INCHES.  IT
 LX4801'IS 85.5 FEET SOUTHWEST OF THE SOUTH END OF HANDBALL WALL, 72 FEET
 LX4801'SOUTHWEST OF THE NORTHWEST END OF BASKETBALL COURT AND 3.5 FEET
 LX4801'WEST OF A METAL WITNESS POST.  NOTE--12C.
 LX4801'
 LX4801'AZIMUTH MARK, STAMPED MOOWEEM 1942 1975 AZ IS A STANDARD
 LX4801'REFERENCE MARK DISK SET IN A DRILL HOLE IN A BOULDER THAT IS
 LX4801'FLUSH WITH THE GROUND.  IT IS 38 FEET SOUTHWEST OF A 24-INCH MAPLE
 LX4801'TREE, 8 FEET SOUTH OF THE NORTH EDGE OF AN OPEN FIELD AND 7.5
 LX4801'FEET SOUTHEAST OF A METAL WITNESS POST.  NOTE--12C
 LX4801'
 LX4801'HEIGHT OF LIGHT ABOVE STATION MARK 100.7 FEET.
 LX4801'
 LX4801'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4801'5 MILES EAST OF COLCHESTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6375 ***********************************************************************
 LX6375  DESIGNATION -  MORGAN
 LX6375  PID         -  LX6375
 LX6375  STATE/COUNTY-  CT/NEW HAVEN
 LX6375  USGS QUAD   -  WOODMONT (1976)
 LX6375
 LX6375                         *CURRENT SURVEY CONTROL
 LX6375  ___________________________________________________________________
 LX6375* NAD 83(1996)-  41 14 32.33804(N)    072 53 40.06354(W)     ADJUSTED  
 LX6375* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX6375  ___________________________________________________________________
 LX6375  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX6375  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6375
 LX6375  HORZ ORDER  -  THIRD
 LX6375
 LX6375.The horizontal coordinates were established by classical geodetic methods
 LX6375.and adjusted by the National Geodetic Survey in August 1998..
 LX6375
 LX6375.The orthometric height was scaled from a topographic map.
 LX6375
 LX6375.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6375
 LX6375.The geoid height was determined by GEOID03.
 LX6375
 LX6375;                    North         East     Units Scale Factor Converg.
 LX6375;SPC CT       -   197,830.883   292,690.941   MT  0.99999600   -0 05 44.8
 LX6375;SPC CT       -   649,050.16    960,270.20   sFT  0.99999600   -0 05 44.8
 LX6375;SPC NY L     -   120,035.263   392,672.385   MT  1.00001829   +0 43 23.2
 LX6375;SPC NY L     -   393,815.69  1,288,292.65   sFT  1.00001829   +0 43 23.2
 LX6375;UTM  18      - 4,567,794.708   676,434.121   MT  0.99998312   +1 23 18.3
 LX6375
 LX6375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6375!SPC CT       -   1.00000444  x   0.99999600  =   1.00000044
 LX6375!SPC NY L     -   1.00000444  x   1.00001829  =   1.00002273
 LX6375!UTM  18      -   1.00000444  x   0.99998312  =   0.99998756
 LX6375
 LX6375|---------------------------------------------------------------------|
 LX6375| PID    Reference Object                     Distance      Geod. Az  |
 LX6375|                                                           dddmmss.s |
 LX6375| CZ6840 MORGAN RM 2                           7.200 METERS 01558     |
 LX6375| CZ6839 MORGAN RM 1                          46.040 METERS 11738     |
 LX6375| LX6370 SOUTHWEST LEDGE LIGHTHOUSE          APPROX. 1.7 KM 2392555.9 |
 LX6375|---------------------------------------------------------------------|
 LX6375
 LX6375                          SUPERSEDED SURVEY CONTROL
 LX6375
 LX6375  NAD 83(1992)-  41 14 32.33712(N)    072 53 40.06331(W) AD(       ) 3
 LX6375  NAD 83(1986)-  41 14 32.33853(N)    072 53 40.06733(W) AD(       ) 3
 LX6375  NAD 27      -  41 14 31.98900(N)    072 53 41.70500(W) AD(       ) 3
 LX6375
 LX6375.Superseded values are not recommended for survey control.
 LX6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6375.See file dsdata.txt to determine how the superseded data were derived.
 LX6375
 LX6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7643467795(NAD 83)
 LX6375_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6375_SETTING: 66 = SET IN ROCK OUTCROP
 LX6375_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6375+STABILITY: POSITION/ELEVATION WELL
 LX6375
 LX6375  HISTORY     - Date     Condition        Report By
 LX6375  HISTORY     - 1933     MONUMENTED       CGS
 LX6375  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6375
 LX6375                          STATION DESCRIPTION
 LX6375
 LX6375'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6375'THE STATION IS LOCATED ON MORGAN POINT THE FIRST POINT E OF
 LX6375'THE ENTRANCE TO THE NEW HAVEN HARBOR.  IT IS ON BARE LEDGE
 LX6375'19.15 METERS S 67 DEG W (MAGNETIC) FROM SW CORNER OF
 LX6375'TWO-STORY DWELLING, PROPERTY OF MISS S.M. HAUPT, 5.5 METERS
 LX6375'N 55 DEG E (MAGNETIC) FROM ABRUPT EDGE OF LEDGE, AND 1.62 METERS
 LX6375'SE (MAGNETIC) OF STONE BOUNDARY WALL TOPPED WITH SPIKED IRON
 LX6375'FENCE.  REFERENCE MARK NO.2 IS LOCATED ON THE SAME LEDGE
 LX6375'SLIGHTLY HIGHER THAN STATION AND BEARS S 50 DEG E
 LX6375'(MAGNETIC).  REFERENCE MARK NO.1 BEARS N 30 DEG E (MAGNETIC)
 LX6375'FROM STATION, 5.5 METERS SE OF EASTERLY WALL OF ONE-STORY STUCCO
 LX6375'HOUSE.
 LX6375'
 LX6375'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX6375'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX6375'
 LX6375'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6375
 LX6375                          STATION RECOVERY (1962)
 LX6375
 LX6375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6375'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LX6375'TO BE IN GOOD CONDITION, HOWEVER AN ERROR BETWEEN MARKS WAS
 LX6375'NOTED AND IS SHOWN BELOW.
 LX6375'
 LX6375'IT APPEARS THAT WHEN THE REFERENCE MARKS WERE CUT IN, THE
 LX6375'REFERENCE MARK NUMBERS WERE REVERSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3378 ***********************************************************************
 LW3378  DESIGNATION -  MORGAN POINT LIGHTHOUSE
 LW3378  PID         -  LW3378
 LW3378  STATE/COUNTY-  CT/NEW LONDON
 LW3378  USGS QUAD   -  MYSTIC (1984)
 LW3378
 LW3378                         *CURRENT SURVEY CONTROL
 LW3378  ___________________________________________________________________
 LW3378* NAD 83(1996)-  41 18 59.25658(N)    071 59 22.07315(W)     ADJUSTED  
 LW3378* NAVD 88     -                                                        
 LW3378  ___________________________________________________________________
 LW3378  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LW3378  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3378
 LW3378  HORZ ORDER  -  THIRD
 LW3378
 LW3378.The horizontal coordinates were established by classical geodetic methods
 LW3378.and adjusted by the National Geodetic Survey in August 1998..
 LW3378
 LW3378
 LW3378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3378
 LW3378.The geoid height was determined by GEOID03.
 LW3378
 LW3378;                    North         East     Units Scale Factor Converg.
 LW3378;SPC CT       -   206,335.322   368,479.913   MT  0.99999029   +0 30 15.4
 LW3378;SPC CT       -   676,951.80  1,208,921.18   sFT  0.99999029   +0 30 15.4
 LW3378;UTM  19      - 4,578,200.054   249,773.046   MT  1.00037065   -1 58 29.0
 LW3378;UTM  18      - 4,578,261.085   751,990.824   MT  1.00038155   +1 59 19.1
 LW3378
 LW3378                          SUPERSEDED SURVEY CONTROL
 LW3378
 LW3378  NAD 83(1992)-  41 18 59.25530(N)    071 59 22.07225(W) AD(       ) 4
 LW3378  NAD 83(1986)-  41 18 59.25588(N)    071 59 22.07670(W) AD(       ) 4
 LW3378  NAD 27      -  41 18 58.91000(N)    071 59 23.81000(W) AD(       ) 3
 LW3378
 LW3378.Superseded values are not recommended for survey control.
 LW3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3378.See file dsdata.txt to determine how the superseded data were derived.
 LW3378
 LW3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4977378200(NAD 83)
 LW3378_MARKER: 13 = LIGHTHOUSE
 LW3378
 LW3378  HISTORY     - Date     Condition        Report By
 LW3378  HISTORY     - 1874     FIRST OBSERVED   CGS
 LW3378  HISTORY     - 1934     GOOD             CGS
 LW3378  HISTORY     - 1948     GOOD             CGS
 LW3378  HISTORY     - 1966     GOOD             CGS
 LW3378  HISTORY     - 1984     GOOD             USPSQD
 LW3378  HISTORY     - 1990     GOOD             USPSQD
 LW3378
 LW3378                          STATION DESCRIPTION
 LW3378
 LW3378'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3378'MORGAN POINT LIGHTHOUSE HAS BEEN ABANDONED.  THE LIGHT HAS BEEN
 LW3378'REMOVED BUT THE HOUSE AND TOWER ARE STILL IN PLACE.  IT IS ON THE
 LW3378'EXTREME SOUTHERN PART OF THE POINT AND IS NOW USED AS SUMMER HOME
 LW3378'BY A MR. HEWITT.  THE BUILDING IS A TWO-STORY STONE MASONRY
 LW3378'STRUCTURE COVERED WITH VINES.  THE TOWER IS OCTAGONAL, EXTENDING
 LW3378'ABOUT 60 FEET ABOVE THE ROOF AND IS AT THE SOUTHERN END OF THE
 LW3378'HOUSE.
 LW3378'
 LW3378'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT 40
 LW3378'FEET ABOVE THE GROUND.
 LW3378
 LW3378                          STATION RECOVERY (1948)
 LW3378
 LW3378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3378'STATION RECOVERED AS DESCRIBED WITH FOLLOWING EXCEPTION--
 LW3378'
 LW3378'THE TOWER NOW EXTENDS ONLY ABOUT 12 FEET ABOVE THE ROOF, HAVING
 LW3378'BEEN SHORTENED CONSIDERABLY.  IT IS PAINTED WHITE WITH A NEARLY
 LW3378'FLAT ROOF.  FROM A DISTANCE, IT HAS THE APPEARANCE OF A BELFRY
 LW3378'OR CUPOLA.
 LW3378
 LW3378                          STATION RECOVERY (1966)
 LW3378
 LW3378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3378'STATION RECOVERED AS DESCRIBED---THIS STRUCTURE IS NO LONGER A
 LW3378'LIGHTHOUSE.
 LW3378'
 LW3378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3378'AT NOANK.
 LW3378
 LW3378                          STATION RECOVERY (1984)
 LW3378
 LW3378'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LW3378'STATION RECOVERED IN GOOD CONDITION, WITH THE CHANGES AS DESCRIBED
 LW3378'IN THE 1966 RECOVERY.  DIRECTIONS AS DESCRIBED ARE ADEQUATE.
 LW3378
 LW3378                          STATION RECOVERY (1990)
 LW3378
 LW3378'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW3378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6765 ***********************************************************************
 LX6765  DESIGNATION -  MOSLEYS SILO
 LX6765  PID         -  LX6765
 LX6765  STATE/COUNTY-  CT/HARTFORD
 LX6765  USGS QUAD   -  GLASTONBURY (1992)
 LX6765
 LX6765                         *CURRENT SURVEY CONTROL
 LX6765  ___________________________________________________________________
 LX6765* NAD 83(1996)-  41 41 42.82267(N)    072 36 24.88814(W)     ADJUSTED  
 LX6765* NAVD 88     -                                                        
 LX6765  ___________________________________________________________________
 LX6765  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LX6765  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX6765
 LX6765  HORZ ORDER  -  THIRD
 LX6765
 LX6765.The horizontal coordinates were established by classical geodetic methods
 LX6765.and adjusted by the National Geodetic Survey in August 1998..
 LX6765
 LX6765
 LX6765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6765
 LX6765.The geoid height was determined by GEOID03.
 LX6765
 LX6765;                    North         East     Units Scale Factor Converg.
 LX6765;SPC CT       -   248,131.737   316,711.686   MT  0.99998711   +0 05 41.5
 LX6765;SPC CT       -   814,078.87  1,039,078.26   sFT  0.99998711   +0 05 41.5
 LX6765;UTM  18      - 4,618,705.823   699,139.398   MT  1.00008803   +1 35 32.4
 LX6765
 LX6765                          SUPERSEDED SURVEY CONTROL
 LX6765
 LX6765  NAD 83(1996)-  41 41 42.82210(N)    072 36 24.88821(W) AD(       ) 4
 LX6765  NAD 83(1992)-  41 41 42.82219(N)    072 36 24.88817(W) AD(       ) 4
 LX6765  NAD 83(1992)-  41 41 42.82382(N)    072 36 24.88995(W) AD(       ) 4
 LX6765  NAD 83(1986)-  41 41 42.82398(N)    072 36 24.88977(W) AD(       ) 4
 LX6765  NAD 27      -  41 41 42.47000(N)    072 36 26.58000(W) AD(       ) 3
 LX6765
 LX6765.Superseded values are not recommended for survey control.
 LX6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6765.See file dsdata.txt to determine how the superseded data were derived.
 LX6765
 LX6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9913918706(NAD 83)
 LX6765
 LX6765  HISTORY     - Date     Condition        Report By
 LX6765  HISTORY     - 1935     MONUMENTED       CGS
 LX6765  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6765
 LX6765                          STATION DESCRIPTION
 LX6765
 LX6765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6765'THE SILO OF ALBERT E. MOSLEY IS ON THE E SIDE OF ROUTE 15, 0.9
 LX6765'MILE S OF THE FIRST CONGREGATIONAL CHURCH IN GLASTONBURY.  THERE
 LX6765'ARE TWO SMALL RED SILOS ON THE E SIDE OF A SMALL RED BARN THAT IS
 LX6765'N OF THE HOUSE.  THE SILOS ARE ROUND WOODEN STRUCTURES WITH
 LX6765'CONICAL ROOFS AND ARE ABOUT 75 METERS E OF THE ROAD.  THE STATION
 LX6765'IS THE CENTER LINE OF THE TALLER OF THE TWO SILOS WHICH IS THE
 LX6765'SOUTHERLY ONE.  HEIGHT ABOUT 30 FEET.
 LX6765
 LX6765                          STATION RECOVERY (1948)
 LX6765
 LX6765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6765'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 LX6765'
 LX6765'1. THE SMALLER SILO HAS BEEN REMOVED.
 LX6765'
 LX6765'2. THE SILO WHICH IS THE POINT OF TRIANGULATION IS NOW PAINTED
 LX6765'WHITE.
 LX6765'
 LX6765'3.  THE BARN HAS BEEN EXTENDED SO THAT THE SILO NOW MORE
 LX6765'NEARLY OCCUPIES A POSITION ON THE S SIDE.  THE SILO ITSELF HAS
 LX6765'NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5858 ***********************************************************************
 LX5858  DESIGNATION -  MOTH
 LX5858  PID         -  LX5858
 LX5858  STATE/COUNTY-  CT/NEW LONDON
 LX5858  USGS QUAD   -  OLD LYME (1976)
 LX5858
 LX5858                         *CURRENT SURVEY CONTROL
 LX5858  ___________________________________________________________________
 LX5858* NAD 83(1996)-  41 17 16.08582(N)    072 19 23.90052(W)     ADJUSTED  
 LX5858* NAVD 88     -         6.5    (meters)      21.     (feet)  VERTCON   
 LX5858  ___________________________________________________________________
 LX5858  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LX5858  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5858
 LX5858  HORZ ORDER  -  SECOND
 LX5858
 LX5858.The horizontal coordinates were established by classical geodetic methods
 LX5858.and adjusted by the National Geodetic Survey in August 1998..
 LX5858
 LX5858.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5858
 LX5858.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5858
 LX5858.The geoid height was determined by GEOID03.
 LX5858
 LX5858;                    North         East     Units Scale Factor Converg.
 LX5858;SPC CT       -   202,960.554   340,543.581   MT  0.99999230   +0 16 58.5
 LX5858;SPC CT       -   665,879.75  1,117,266.73   sFT  0.99999230   +0 16 58.5
 LX5858;SPC NY L     -   125,846.341   440,448.377   MT  1.00002404   +1 05 48.1
 LX5858;SPC NY L     -   412,880.87  1,445,037.72   sFT  1.00002404   +1 05 48.1
 LX5858;UTM  18      - 4,574,162.622   724,142.723   MT  1.00021834   +1 46 00.9
 LX5858
 LX5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5858!SPC CT       -   1.00000377  x   0.99999230  =   0.99999607
 LX5858!SPC NY L     -   1.00000377  x   1.00002404  =   1.00002781
 LX5858!UTM  18      -   1.00000377  x   1.00021834  =   1.00022211
 LX5858
 LX5858:                Primary Azimuth Mark                     Grid Az
 LX5858:SPC CT       -  MOTH AZ MK                               068 48 48.8
 LX5858:SPC NY L     -  MOTH AZ MK                               067 59 59.2
 LX5858:UTM  18      -  MOTH AZ MK                               067 19 46.4
 LX5858
 LX5858|---------------------------------------------------------------------|
 LX5858| PID    Reference Object                     Distance      Geod. Az  |
 LX5858|                                                           dddmmss.s |
 LX5858| CZ6841 MOTH AZ MK                                         0690547.3 |
 LX5858| CZ6842 MOTH RM 1                            29.208 METERS 12213     |
 LX5858| CZ6843 MOTH RM 2                            19.877 METERS 17807     |
 LX5858| LX5808 SAYBROOK LIGHTHOUSE                 APPROX. 2.5 KM 2222854.9 |
 LX5858|---------------------------------------------------------------------|
 LX5858
 LX5858                          SUPERSEDED SURVEY CONTROL
 LX5858
 LX5858  NAD 83(1992)-  41 17 16.08482(N)    072 19 23.90023(W) AD(       ) 2
 LX5858  NAD 83(1986)-  41 17 16.08673(N)    072 19 23.90388(W) AD(       ) 2
 LX5858  NAD 27      -  41 17 15.73361(N)    072 19 25.60910(W) AD(       ) 2
 LX5858  NGVD 29 (07/19/86)    6.8    (m)           22.     (f) VERT ANG       
 LX5858
 LX5858.Superseded values are not recommended for survey control.
 LX5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5858.See file dsdata.txt to determine how the superseded data were derived.
 LX5858
 LX5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2414374163(NAD 83)
 LX5858_MARKER: DS = TRIANGULATION STATION DISK
 LX5858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5858+STABILITY: SURFACE MOTION
 LX5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5858+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 LX5858
 LX5858  HISTORY     - Date     Condition        Report By
 LX5858  HISTORY     - 1975     MONUMENTED       NGS
 LX5858  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 LX5858  HISTORY     - 20030507 GOOD             USPSQD
 LX5858  HISTORY     - 20051206 GOOD             USPSQD
 LX5858
 LX5858                          STATION DESCRIPTION
 LX5858
 LX5858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX5858'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF OLD LYME, ON THE
 LX5858'EAST SIDE OF THE CONNECTICUT RIVER AND ON PROPERTY OWNED BY THE
 LX5858'STATE OF CONNECTICUT DEPARTMENT OF FISH AND GAME.
 LX5858'
 LX5858'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51
 LX5858'AND 156 IN THE NORTHEAST EDGE OF OLD LYME, GO SOUTH ON HIGHWAY
 LX5858'156 FOR 1.8 MILES TO THE JUNCTION OF SMITH NECK ROAD.  TURN
 LX5858'RIGHT AND GO SOUTHWEST AND SOUTH ON SMITH NECK ROAD FOR 0.75
 LX5858'MILE TO THE END OF ROAD, ENTRANCE TO A BOAT DOCKING AREA AND
 LX5858'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TURN RIGHT AND GO
 LX5858'WEST INTO BOAT LAUNCHING AREA FOR 0.05 MILE TO THE STATION ON
 LX5858'THE RIGHT AS DESCRIBED.
 LX5858'
 LX5858'THE STATION MARKS ARE STANDARD DISKS STAMPED MOTH 1975.  THE
 LX5858'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LX5858'THAT IS FLUSH WITH THE GROUND AND THE UNDERGROUND MARK IS SET
 LX5858'IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 48 INCHES BELOW
 LX5858'THE GROUND SURFACE.  THEY ARE 43 FEET NORTH OF CENTER OF DRIVE
 LX5858'LEADING INTO BOAT LAUNCHING AREA, 23 FEET EAST OF THE NORTH ONE
 LX5858'OF FOUR BOULDERS, 10.5 FEET SOUTH OF A WIRE FENCE AND 7.5 FEET
 LX5858'SOUTHEAST OF A METAL WITNESS POST.
 LX5858'
 LX5858'REFERENCE MARK 1, STAMPED MOTH 1975 NO 1, IS A STANDARD DISK
 LX5858'SET IN THE TOP OF A 2-FOOT BY 3-FOOT BOULDER THAT PROJECTS 18
 LX5858'INCHES.  IT IS 74 FEET EAST OF A CORNER FORMED BY LARGE
 LX5858'BOULDERS IN A ROW, 38 FEET SOUTH OF THE CENTER OF DRIVE LEADING
 LX5858'TO BOAT LAUNCHING AREA AND 3 FEET WEST OF A METAL WITNESS
 LX5858'POST.  THE MARK IS SET IN A BOULDER IN A ROW OF BOULDERS ON THE
 LX5858'SOUTH SIDE OF A PARKING AREA.
 LX5858'
 LX5858'REFERENCE MARK 2, STAMPED MOTH 1975 NO 2, IS A STANDARD DISK
 LX5858'SET IN THE TOP OF A 3-FOOT BY 4-FOOT BOULDER THAT PROJECTS 3
 LX5858'FEET.  IT IS 23 FEET NORTH OF THE CORNER FORMED BY LARGE
 LX5858'BOULDERS IN A ROW, 18.5 FEET SOUTH OF THE CENTER OF DRIVE
 LX5858'LEADING TO BOAT LAUNCHING AREA AND 5.5 FEET SOUTHEAST OF A
 LX5858'METAL WITNESS POST.  THE MARK IS SET IN A BOULDER WHICH IS A
 LX5858'CORNER BOULDER OF A ROW.
 LX5858'
 LX5858'AZIMUTH MARK, STAMPED MOTH 1975 AZ, IS A STANDARD DISK SET IN
 LX5858'A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT IS
 LX5858'42 FEET SOUTHEAST OF A POWER POLE NUMBER 1250, 23 FEET EAST OF
 LX5858'THE CENTER OF SMITH NECK ROAD AND 1 FOOT WEST OF A ROCK FENCE.
 LX5858'
 LX5858'NOTE--NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS AT THIS
 LX5858'TIME DUE TO CARS IN THE PARKING LOT ON LINE.
 LX5858'
 LX5858'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
 LX5858
 LX5858                          STATION RECOVERY (2001)
 LX5858
 LX5858'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5858'RM 1 NOT FOUND, RM 2 GOOD, AZ MK GOOD
 LX5858
 LX5858                          STATION RECOVERY (2003)
 LX5858
 LX5858'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX5858'RM 1 NOT FOUND RM 2 AND AZIMUTH MARK FOUND IN GOOD CONDITION
 LX5858
 LX5858                          STATION RECOVERY (2005)
 LX5858
 LX5858'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4768 ***********************************************************************
 LX4768  DESIGNATION -  MOUNT PLEASANT SCHOOL CUPOLA
 LX4768  PID         -  LX4768
 LX4768  STATE/COUNTY-  CT/NEW LONDON
 LX4768  USGS QUAD   -  NORWICH (1983)
 LX4768
 LX4768                         *CURRENT SURVEY CONTROL
 LX4768  ___________________________________________________________________
 LX4768* NAD 83(1996)-  41 31 12.44415(N)    072 05 20.74985(W)     ADJUSTED  
 LX4768* NAVD 88     -                                                        
 LX4768  ___________________________________________________________________
 LX4768  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 LX4768  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX4768
 LX4768  HORZ ORDER  -  THIRD
 LX4768
 LX4768.The horizontal coordinates were established by classical geodetic methods
 LX4768.and adjusted by the National Geodetic Survey in August 1998..
 LX4768
 LX4768
 LX4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4768
 LX4768.The geoid height was determined by GEOID03.
 LX4768
 LX4768;                    North         East     Units Scale Factor Converg.
 LX4768;SPC CT       -   228,884.968   359,964.911   MT  0.99998317   +0 26 17.6
 LX4768;SPC CT       -   750,933.43  1,180,984.88   sFT  0.99998317   +0 26 17.6
 LX4768;UTM  18      - 4,600,590.164   742,889.634   MT  1.00032608   +1 55 49.9
 LX4768
 LX4768                          SUPERSEDED SURVEY CONTROL
 LX4768
 LX4768  NAD 83(1992)-  41 31 12.44318(N)    072 05 20.74920(W) AD(       ) 4
 LX4768  NAD 83(1986)-  41 31 12.44388(N)    072 05 20.75155(W) AD(       ) 4
 LX4768  NAD 27      -  41 31 12.08400(N)    072 05 22.46600(W) AD(       ) 3
 LX4768
 LX4768.Superseded values are not recommended for survey control.
 LX4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4768.See file dsdata.txt to determine how the superseded data were derived.
 LX4768
 LX4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4289000590(NAD 83)
 LX4768
 LX4768  HISTORY     - Date     Condition        Report By
 LX4768  HISTORY     - 1934     MONUMENTED       CGS
 LX4768  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4768
 LX4768                          STATION DESCRIPTION
 LX4768
 LX4768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4768'THE MOUNT PLEASANT GRADE SCHOOL IS ON THE W SIDE OF MOUNT
 LX4768'PLEASANT STREET AND ON THE S SIDE OF ELIZABETH STREET.  IT IS A
 LX4768'2-STORY CORRIDOR AND WING STRUCTURE WITH 2 WINGS ON THE N AND S
 LX4768'SIDES.  THE CUPOLA IS SQUARE WITH OPEN SIDES AND IS AT THE FRONT
 LX4768'CENTER OF THE BUILDING.
 LX4768'
 LX4768'THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 60
 LX4768'FEET ABOVE GROUND.
 LX4768
 LX4768                          STATION RECOVERY (1961)
 LX4768
 LX4768'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4768'NO TRACE OF THE CUPOLA COULD BE FOUND ON THE BUILDING.  QUESTIONS
 LX4768'AROUND THE COMMUNITY REVEALED THAT SEVERAL AIR VENTS HAVE BEEN
 LX4768'REMOVED FROM THE SCHOOL.  IT IS ASSUMED THAT THE STATION HAS BEEN
 LX4768'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6899 ***********************************************************************
 LX6899  DESIGNATION -  MOUSE ISLAND LIGHT
 LX6899  PID         -  LX6899
 LX6899  STATE/COUNTY-  CT/MIDDLESEX
 LX6899  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6899
 LX6899                         *CURRENT SURVEY CONTROL
 LX6899  ___________________________________________________________________
 LX6899* NAD 83(1996)-  41 33 32.90939(N)    072 37 15.23855(W)     ADJUSTED  
 LX6899* NAVD 88     -                                                        
 LX6899  ___________________________________________________________________
 LX6899  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LX6899  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX6899
 LX6899  HORZ ORDER  -  THIRD
 LX6899
 LX6899.The horizontal coordinates were established by classical geodetic methods
 LX6899.and adjusted by the National Geodetic Survey in August 1998..
 LX6899
 LX6899
 LX6899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6899
 LX6899.The geoid height was determined by GEOID03.
 LX6899
 LX6899;                    North         East     Units Scale Factor Converg.
 LX6899;SPC CT       -   233,015.504   315,570.001   MT  0.99998324   +0 05 08.2
 LX6899;SPC CT       -   764,485.03  1,035,332.58   sFT  0.99998324   +0 05 08.2
 LX6899;UTM  18      - 4,603,563.408   698,392.489   MT  1.00008439   +1 34 43.7
 LX6899
 LX6899                          SUPERSEDED SURVEY CONTROL
 LX6899
 LX6899  NAD 83(1992)-  41 33 32.90871(N)    072 37 15.23849(W) AD(       ) 4
 LX6899  NAD 83(1986)-  41 33 32.91064(N)    072 37 15.24051(W) AD(       ) 4
 LX6899  NAD 27      -  41 33 32.55000(N)    072 37 16.91000(W) AD(       ) 3
 LX6899
 LX6899.Superseded values are not recommended for survey control.
 LX6899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6899.See file dsdata.txt to determine how the superseded data were derived.
 LX6899
 LX6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9839203563(NAD 83)
 LX6899
 LX6899  HISTORY     - Date     Condition        Report By
 LX6899  HISTORY     - UNK      MONUMENTED
 LX6899  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6899  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6899
 LX6899                          STATION DESCRIPTION
 LX6899
 LX6899'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6899'STATION IS NEAR THE W SHORE OF THE CONNECTICUT RIVER, NEAR THE
 LX6899'SE CORNER OF MIDDLETOWN.  THE LIGHT IS BUILT ON A SMALL ROCK
 LX6899'ISLAND APPROXIMATELY 100 FEET E OF THE MEAN HIGH-WATER LINE OF
 LX6899'THE W SHORE OF THE CONNECTICUT RIVER.  THE LIGHT IS ATOP A BLACK
 LX6899'SKELETON TOWER WHICH SUPPORTS A WHITE TANK HOUSE AND IS MOUNTED
 LX6899'ON A BLACK CONCRETE BASE WHICH IS POURED ON THE ROCKS.
 LX6899
 LX6899                          STATION RECOVERY (1969)
 LX6899
 LX6899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6899'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY
 LX6899'NOTE, BY R.J.S., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6545 ***********************************************************************
 LX6545  DESIGNATION -  MT CARMEL 2
 LX6545  PID         -  LX6545
 LX6545  STATE/COUNTY-  CT/NEW HAVEN
 LX6545  USGS QUAD   -  MOUNT CARMEL (1984)
 LX6545
 LX6545                         *CURRENT SURVEY CONTROL
 LX6545  ___________________________________________________________________
 LX6545* NAD 83(1996)-  41 25 50.18326(N)    072 53 25.74202(W)     ADJUSTED  
 LX6545* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 LX6545  ___________________________________________________________________
 LX6545  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX6545  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX6545
 LX6545  HORZ ORDER  -  FIRST
 LX6545
 LX6545.The horizontal coordinates were established by classical geodetic methods
 LX6545.and adjusted by the National Geodetic Survey in August 1998..
 LX6545
 LX6545.The orthometric height was scaled from a topographic map.
 LX6545
 LX6545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6545
 LX6545.The geoid height was determined by GEOID03.
 LX6545
 LX6545;                    North         East     Units Scale Factor Converg.
 LX6545;SPC CT       -   218,741.689   293,058.414   MT  0.99998475   -0 05 35.3
 LX6545;SPC CT       -   717,655.02    961,475.81   sFT  0.99998475   -0 05 35.3
 LX6545;UTM  18      - 4,588,707.867   676,258.904   MT  0.99998234   +1 23 46.5
 LX6545
 LX6545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6545!SPC CT       -   0.99996968  x   0.99998475  =   0.99995443
 LX6545!UTM  18      -   0.99996968  x   0.99998234  =   0.99995202
 LX6545
 LX6545|---------------------------------------------------------------------|
 LX6545| PID    Reference Object                     Distance      Geod. Az  |
 LX6545|                                                           dddmmss.s |
 LX6545| CR9708 MT CARMEL 2 RM 3                      3.858 METERS 00507     |
 LX6545| LX6378 WALLINGFORD SANITARIUM TANK         APPROX. 5.4 KM 0285657.6 |
 LX6545| LX6298 READS GAP AIRWAY BEACON             APPROX.13.5 KM 0732222.0 |
 LX6545| CR9707 MT CARMEL 2 RM 2                      7.221 METERS 10307     |
 LX6545| CZ6643 IRA AZ MK                                          1894825.5 |
 LX6545| CZ6844 MT CARMEL 2 AZ MK                                  1895624.0 |
 LX6545|---------------------------------------------------------------------|
 LX6545
 LX6545                          SUPERSEDED SURVEY CONTROL
 LX6545
 LX6545  NAD 83(1992)-  41 25 50.18243(N)    072 53 25.74197(W) AD(       ) 1
 LX6545  NAD 83(1986)-  41 25 50.18402(N)    072 53 25.74384(W) AD(       ) 1
 LX6545  NAD 27      -  41 25 49.83400(N)    072 53 27.37200(W) AD(       ) 1
 LX6545
 LX6545.Superseded values are not recommended for survey control.
 LX6545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6545.See file dsdata.txt to determine how the superseded data were derived.
 LX6545
 LX6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7625988708(NAD 83)
 LX6545_MARKER: Z = SEE DESCRIPTION
 LX6545_SETTING: 0 = UNSPECIFIED SETTING
 LX6545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6545
 LX6545  HISTORY     - Date     Condition        Report By
 LX6545  HISTORY     - 1940     MONUMENTED       CTGS
 LX6545  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX6545  HISTORY     - 1982     GOOD             NGS
 LX6545
 LX6545                          STATION DESCRIPTION
 LX6545
 LX6545'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LX6545'STATION IS A BRONZE U.S.C. AND G.S. DISK SET IN CONCRETE ROOF OF
 LX6545'A THREE-STORY STONE TOWER LOCATED IN SLEEPING GIANT STATE PARK.
 LX6545'
 LX6545'TO REACH FROM HAMDEN TOWN HALL, GO N ON WHITNEY AVENUE (CONN.
 LX6545'NO. 10) APPROXIMATELY 2.7 MILES TO MT. CARMEL AVENUE.  TURN RIGHT
 LX6545'AND GO APPROXIMATELY 0.4 MILE TO ENTRANCE TO STATE PARK, THE
 LX6545'FIRST ENTRANCE AFTER THE ENTRANCE TO HEADQUARTERS BUILDING.
 LX6545'FOLLOW PARK ROAD APPROXIMATELY 150 FEET TO A ROAD TO THE RIGHT.
 LX6545'FOLLOW THE ROAD TO THE RIGHT A DISTANCE OF 1.75 MILES TO THE
 LX6545'STONE TOWER.
 LX6545'
 LX6545'NOTE--IT IS NOT PERMISSIBLE TO DRIVE TO THE TOWER BUT THE
 LX6545'CARETAKER WILL TRANSPORT ANY MATERIAL REQUIRED TO CONSTRUCT A
 LX6545'WOODEN STAND, FOR OBSERVING AT THIS STATION, WITH THE STATE PARK
 LX6545'TRUCK.
 LX6545'
 LX6545'MR. H.V. PARKER, STATE SUPERINTENDENT OF PARKS, GRANTED PERMISSION
 LX6545'TO ESTABLISH THE STATION AT THE TIME THE ORIGINAL WORK WAS DONE.
 LX6545
 LX6545                          STATION RECOVERY (1942)
 LX6545
 LX6545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6545'STATION MARK WAS RECOVERED EXACTLY AS DESCRIBED BY THE CONN.
 LX6545'GEODETIC SURVEY IN 1940.  THE DISK IS SET IN CONCRETE ON THE ROOF
 LX6545'OF A THREE-STORY STONE TOWER IN THE SLEEPING GIANTS STATE PARK.  A
 LX6545'16-FT. WOODEN STAND WAS USED BY THIS PARTY.  AN AZIMUTH MARK WAS
 LX6545'ESTABLISHED BY THIS PARTY AS DESCRIBED BELOW.  NO REFERENCE MARKS
 LX6545'WERE SET.
 LX6545'
 LX6545'THE AZIMUTH MARK IS APPROXIMATELY 2.0 MILES S OF THE STATION IN
 LX6545'THE VILLAGE OF MT. CARMEL.  THE MARK IS SET ABOUT 100 FEET W OF THE
 LX6545'JUNCTION OF NEW ROAD AND WOODRUFF STS., 17 FEET S OF THE CENTERLINE
 LX6545'OF WOODRUFF ST.  AND 4.0 FEET E OF A STANDARD REFERENCE
 LX6545'POST.  THE DISK IS STAMPED MT. CARMEL 2 1942.  NOTE 11A.
 LX6545'
 LX6545'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 10
 LX6545'AND MT. CARMEL AVENUE IN THE VILLAGE OF MT. CARMEL, GO EASTERLY
 LX6545'ON MT. CARMEL AVENUE FOR 0.25 MILE TO THE JUNCTION OF NEW ROAD
 LX6545'STREET*.  TURN RIGHT AND FOLLOW NEW ROAD S FOR 0.5 MILE TO
 LX6545'A CONCRETE BRIDGE.  CROSS OVER THE BRIDGE THEN TAKE THE LEFT FORK
 LX6545'PROCEEDING ON NEW ROAD FOR 0.6 MILE TO A T ROAD RIGHT (WOODRUFF
 LX6545'ST.), TURN RIGHT FOR ABOUT 100 FEET TO THE AZIMUTH MARK ON THE
 LX6545'LEFT AS DESCRIBED ABOVE.
 LX6545'
 LX6545'*TO REACH THE STATION FROM THIS POINT CONTINUE EASTERLY ON MT.
 LX6545'CARMEL AVENUE FOR 0.15 MILE TO THE MAIN ENTRANCE GATE INTO THE
 LX6545'SLEEPING GIANTS STATE PARK.  (IT IS NECESSARY TO OBTAIN THE KEY
 LX6545'FROM THE PARK HEADQUARTERS.) PASS THRU THE GATE AND GO ABOUT 150
 LX6545'FEET TO A T ROAD RIGHT, TURN RIGHT AND FOLLOW THE NARROW MACADAM
 LX6545'ROAD FOR 1.75 MILES TO THE STONE TOWER AND STATION AS
 LX6545'DESCRIBED.  NOTE--THE ROAD INSIDE THE PARK IS VERY NARROW AND
 LX6545'SHOULD BE ATTEMPTED ONLY IN A SMALL TRUCK.
 LX6545
 LX6545                          STATION RECOVERY (1982)
 LX6545
 LX6545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6545'THE STATION MARK (SHANK ONLY) AND REFERENCE MARK 2
 LX6545'WERE RECOVERED.  THE AZIMUTH MARK AND REFERENCE MARK 1
 LX6545'WERE SEARCHED FOR BUT NOT RECOVERED.
 LX6545'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 LX6545'
 LX6545'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHWEST
 LX6545'FROM WALLINGFORD, 5.6 KM (3.5 MI) NORTHWEST FROM NORTH
 LX6545'HAVEN, 3.5 KM (2.2 MI) NORTH FROM HAMDEN AND IN SLEEPING
 LX6545'GIANT STATE PARK.
 LX6545'OWNERSHIP--STATE DEPARTMENT OF PARKS AND RECREATION, PERMISSION
 LX6545'OBTAINED FROM MR WILLIAM MILLER, LIVES AT PARK ENTRANCE, PHONE
 LX6545'203-566-2304.
 LX6545'
 LX6545'TO REACH THE STATION FROM THE HAMDEN TOWN HALL IN HAMDEN.
 LX6545'GO NORTH ON STATE HIGHWAY 10 FOR 3.9 KM (2.4 MI) TO
 LX6545'A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST ON MT CARMEL
 LX6545'AVENUE FOR 0.9 KM (0.55 MI) TO THE PARK ENTRANCE ON THE
 LX6545'LEFT.  TURN LEFT FOR 0.1 KM (0.05 MI) TO A DIRT ROAD RIGHT.
 LX6545'TURN RIGHT FOR ABOUT 46 METERS (150 FT) TO A LOCKED GATE.
 LX6545'PASS THROUGH GATE AND FOLLOW DIRT ROAD FOR 3.5 KM (2.15 MI) TO
 LX6545'THE TOP OF THE MOUNTAIN AND THE STATION ATOP A STONE TOWER.
 LX6545'
 LX6545'THE STATION IS THE STEM OF A DISK WITH A PUNCH MARK IN THE
 LX6545'CENTER.
 LX6545'IT IS LOCATED
 LX6545'2.70 METERS (8.85 FT) NORTH FROM THE SOUTH WALL,
 LX6545'1.28 METERS (4.2 FT) SOUTH FROM THE RAMP WALL AND
 LX6545'1.22 METERS (4.0 FT) EAST FROM THE WEST WALL BETWEEN THE TWO
 LX6545'PORTS.
 LX6545'
 LX6545'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6545'STAMPED---MT CARMEL 2 1940 NO 2 1976---,
 LX6545'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB.
 LX6545'IT IS LOCATED IN THE SOUTHEAST CORNER OF THE TOWER.
 LX6545'MARK IS LEVEL WITH STATION.
 LX6545'
 LX6545'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX6545'STAMPED---MT CARMEL 2 1940 NO 3 1982---,
 LX6545'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB.  IT IS LOCATED
 LX6545'IN THE NORTHWEST CORNER OF THE TOWER.
 LX6545'MARK IS ABOVE STATION 2 METERS.
 LX6545'
 LX6545'HEIGHT OF LIGHT SHOWN ABOVE THE WAS 5.0 METERS.
 LX6545'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6545'
 LX6545'DESCRIBED BY D.L. MCFARLAND, CHECKED BY W.R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7355 ***********************************************************************
 LX7355  DESIGNATION -  MT EASTER
 LX7355  PID         -  LX7355
 LX7355  STATE/COUNTY-  CT/LITCHFIELD
 LX7355  USGS QUAD   -  SHARON (1969)
 LX7355
 LX7355                         *CURRENT SURVEY CONTROL
 LX7355  ___________________________________________________________________
 LX7355* NAD 83(1996)-  41 53 49.43580(N)    073 24 05.56462(W)     ADJUSTED  
 LX7355* NAVD 88     -       426.4    (meters)    1399.     (feet)  VERTCON   
 LX7355  ___________________________________________________________________
 LX7355  LAPLACE CORR-           9.18  (seconds)                    DEFLEC99
 LX7355  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX7355
 LX7355  HORZ ORDER  -  FIRST
 LX7355
 LX7355.The horizontal coordinates were established by classical geodetic methods
 LX7355.and adjusted by the National Geodetic Survey in August 1998..
 LX7355
 LX7355.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7355
 LX7355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7355
 LX7355.The geoid height was determined by GEOID03.
 LX7355
 LX7355;                    North         East     Units Scale Factor Converg.
 LX7355;SPC CT       -   270,743.479   250,732.979   MT  1.00000322   -0 25 55.2
 LX7355;SPC CT       -   888,264.23    822,613.12   sFT  1.00000322   -0 25 55.2
 LX7355;UTM  18      - 4,639,582.944   632,595.205   MT  0.99981634   +1 04 03.3
 LX7355
 LX7355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7355!SPC CT       -   0.99993784  x   1.00000322  =   0.99994106
 LX7355!UTM  18      -   0.99993784  x   0.99981634  =   0.99975419
 LX7355
 LX7355|---------------------------------------------------------------------|
 LX7355| PID    Reference Object                     Distance      Geod. Az  |
 LX7355|                                                           dddmmss.s |
 LX7355| CR8733 MT EASTER RM 1                       22.900 METERS 13858     |
 LX7355| CR8734 MT EASTER RM 2                       30.474 METERS 22536     |
 LX7355|---------------------------------------------------------------------|
 LX7355
 LX7355                          SUPERSEDED SURVEY CONTROL
 LX7355
 LX7355  NAD 83(1996)-  41 53 49.43580(N)    073 24 05.56488(W) AD(       ) 1
 LX7355  NAD 83(1992)-  41 53 49.43629(N)    073 24 05.56551(W) AD(       ) 1
 LX7355  NAD 83(1992)-  41 53 49.43720(N)    073 24 05.56607(W) AD(       ) 1
 LX7355  NAD 83(1986)-  41 53 49.43717(N)    073 24 05.56386(W) AD(       ) 1
 LX7355  NAD 83(1986)-  41 53 49.43747(N)    073 24 05.56304(W) AD(       ) 2
 LX7355  NGVD 29 (07/14/89)  426.6    (m)         1400.     (f) VERT ANG       
 LX7355
 LX7355.Superseded values are not recommended for survey control.
 LX7355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7355.See file dsdata.txt to determine how the superseded data were derived.
 LX7355
 LX7355_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3259539583(NAD 83)
 LX7355_MARKER: DS = TRIANGULATION STATION DISK
 LX7355_SETTING: 66 = SET IN ROCK OUTCROP
 LX7355_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7355_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7355+STABILITY: POSITION/ELEVATION WELL
 LX7355
 LX7355  HISTORY     - Date     Condition        Report By
 LX7355  HISTORY     - 1984     MONUMENTED       NGS
 LX7355
 LX7355                          STATION DESCRIPTION
 LX7355
 LX7355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7355'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI)
 LX7355'EAST-NORTHEAST OF SHARON, 4.8 KM (3.0 MI) NORTHWEST OF WEST
 LX7355'CORNWALL, 4.5 KM (2.8 MI) SOUTH-SOUTHWEST OF LIME ROCK, 4.0 KM (2.5
 LX7355'MI) WEST OF U.S. HIGHWAY 7 AND THE HOUSATONIC RIVER AND ON A HILL
 LX7355'KNOWN AS MT EASTER.
 LX7355'OWNERSHIP--STATE DEPT OF ENVIRONMENTAL PROTECTION, RFD 4, PLYMOUTH
 LX7355'ROAD, HARWINTON CT 06781, PHONE 203-485-0226.
 LX7355'
 LX7355'TO REACH THE STATION FROM THE TOWN HALL IN SHARON, GO NORTH ON
 LX7355'STATE HIGHWAY 41 FOR 1.1 KM (0.7 MI) TO A PAVED ROAD RIGHT,
 LX7355'CALKINSTOWN ROAD. TURN RIGHT, EASTERLY FOR 1.4 KM (0.85 MI) TO
 LX7355'JEWETT HILL ROAD ON THE RIGHT. CONTINUE AHEAD FOR 1.5 KM (0.95 MI)
 LX7355'TO A PAVED ROAD LEFT WITH SMALL GRASS TRIANGLE ISLAND IN
 LX7355'INTERSECTION. KEEP RIGHT, EASTERLY, ON CORNWALL ROAD FOR 2.1 KM
 LX7355'(1.3 MI) TO A DIRT ROAD LEFT AT UTILITY POLE 504. TURN LEFT, UPHILL
 LX7355'FOR 1.5 KM (0.95 MI) TO A FORK. KEEP LEFT, NORTHERLY FOR 0.25 KM
 LX7355'(0.15 MI) PAST A POND ON THE RIGHT TO A WOODS ROAD LEFT. CONTINUE
 LX7355'AHEAD FOR 1.0 KM (0.6 MI) TO A ROAD RIGHT IN A SLIGHT DIP. CONTINUE
 LX7355'AHEAD FOR 0.1 KM (0.05 MI) TO A ROAD LEFT. TURN LEFT, WESTERLY ON
 LX7355'WOODS ROAD FOR 0.6 KM (0.4 MI) TO HIGH GROUND AND THE STATION ON
 LX7355'THE RIGHT.
 LX7355'
 LX7355'THE STATION IS A STANDARD NGS DISK
 LX7355'STAMPED---MT EASTER 1984---,
 LX7355'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7355'8.90 METERS (29.2 FT) WEST FROM A 20 CM IN DIAMETER PINE TREE,
 LX7355'8.2 METERS (27 FT) NORTH FROM THE APPROXIMATE CENTER OF A WOODS
 LX7355'ROAD AND
 LX7355'1.46 METERS (4.8 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
 LX7355'
 LX7355'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7355'STAMPED---MT EASTER NO 1 1984---,
 LX7355'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7355'24.29 METERS (79.7 FT) SOUTHEAST FROM A WITNESS POST,
 LX7355'13.1 METERS (43 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 LX7355'WOODS ROAD AND
 LX7355'9.39 METERS (30.8 FT) NORTH-NORTHEAST FROM A 20 CM IN DIAMETER
 LX7355'HICKORY TREE.
 LX7355'MARK IS LEVEL WITH THE STATION.
 LX7355'
 LX7355'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7355'STAMPED---MT EASTER NO 2 1984---,
 LX7355'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7355'30.97 METERS (101.6 FT) SOUTHWEST FROM A WITNESS POST,
 LX7355'3.32 METERS (10.9 FT) NORTH-NORTHWEST FROM A DOUBLE TRUNKED OAK
 LX7355'TREE AND
 LX7355'0.6 METER (2 FT) SOUTH-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7355'THE WOODS ROAD.
 LX7355'MARK IS 0.3 METER BELOW THE STATION.
 LX7355'
 LX7355'HEIGHT OF LIGHT SHOWN WAS 26.4 METERS ABOVE THE MARK.
 LX7355'
 LX7355'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO HEAVY BRUSH.
 LX7355'
 LX7355'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7355'
 LX7355'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7274 ***********************************************************************
 LX7274  DESIGNATION -  MT HORR
 LX7274  PID         -  LX7274
 LX7274  STATE/COUNTY-  CT/HARTFORD
 LX7274  USGS QUAD   -  COLLINSVILLE (1984)
 LX7274
 LX7274                         *CURRENT SURVEY CONTROL
 LX7274  ___________________________________________________________________
 LX7274* NAD 83(1996)-  41 49 55.64577(N)    072 53 44.43214(W)     ADJUSTED  
 LX7274* NAVD 88     -       255.8    (meters)     839.     (feet)  VERTCON   
 LX7274  ___________________________________________________________________
 LX7274  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LX7274  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 LX7274
 LX7274  HORZ ORDER  -  FIRST
 LX7274
 LX7274.The horizontal coordinates were established by classical geodetic methods
 LX7274.and adjusted by the National Geodetic Survey in August 1998..
 LX7274
 LX7274.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7274
 LX7274.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7274
 LX7274.The geoid height was determined by GEOID03.
 LX7274
 LX7274;                    North         East     Units Scale Factor Converg.
 LX7274;SPC CT       -   263,336.728   292,699.651   MT  0.99999668   -0 05 47.7
 LX7274;SPC CT       -   863,963.92    960,298.77   sFT  0.99999668   -0 05 47.7
 LX7274;SPC MA M     -   843,371.905    84,070.684   MT  0.99998512   -0 56 15.1
 LX7274;SPC MA M     - 2,766,962.66    275,821.90   sFT  0.99998512   -0 56 15.1
 LX7274;UTM  18      - 4,633,278.030   674,736.862   MT  0.99997573   +1 24 13.8
 LX7274
 LX7274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7274!SPC CT       -   0.99996442  x   0.99999668  =   0.99996110
 LX7274!SPC MA M     -   0.99996442  x   0.99998512  =   0.99994954
 LX7274!UTM  18      -   0.99996442  x   0.99997573  =   0.99994015
 LX7274
 LX7274|---------------------------------------------------------------------|
 LX7274| PID    Reference Object                     Distance      Geod. Az  |
 LX7274|                                                           dddmmss.s |
 LX7274| CZ6845 MT HORR RM 1                         14.810 METERS 02949     |
 LX7274| LX7263 AVON WFSB TV TOWER                  APPROX. 9.8 KM 1300644.2 |
 LX7274| LX7273 UNIONVILLE FARMING WOODS SPIPE      APPROX. 6.8 KM 1690009.9 |
 LX7274| CZ6846 MT HORR RM 2                         18.075 METERS 28003     |
 LX7274| LX7270 SATAN                               APPROX. 7.1 KM 2952605.4 |
 LX7274|---------------------------------------------------------------------|
 LX7274
 LX7274                          SUPERSEDED SURVEY CONTROL
 LX7274
 LX7274  NAD 83(1996)-  41 49 55.64551(N)    072 53 44.43225(W) AD(       ) 1
 LX7274  NAD 83(1992)-  41 49 55.64592(N)    072 53 44.43262(W) AD(       ) 1
 LX7274  NAD 83(1992)-  41 49 55.64695(N)    072 53 44.43359(W) AD(       ) 1
 LX7274  NAD 83(1986)-  41 49 55.64715(N)    072 53 44.43408(W) AD(       ) 1
 LX7274  NAD 27      -  41 49 55.28913(N)    072 53 46.07004(W) AD(       ) 1
 LX7274  NGVD 29 (07/19/86)  256.0    (m)          840.     (f) VERT ANG       
 LX7274
 LX7274.Superseded values are not recommended for survey control.
 LX7274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7274.See file dsdata.txt to determine how the superseded data were derived.
 LX7274
 LX7274_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7473733278(NAD 83)
 LX7274_MARKER: DS = TRIANGULATION STATION DISK
 LX7274_SETTING: 66 = SET IN ROCK OUTCROP
 LX7274_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7274+STABILITY: POSITION/ELEVATION WELL
 LX7274
 LX7274  HISTORY     - Date     Condition        Report By
 LX7274  HISTORY     - 1980     MONUMENTED       NGS
 LX7274
 LX7274                          STATION DESCRIPTION
 LX7274
 LX7274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7274'THE STATION IS LOCATED ON MOUNT HORR, 0.8 KM (1/2 MI) NORTH OF
 LX7274'CANTON.
 LX7274'OWNERSHIP--MR.DAVID OLSEN, 30 HIGH HILL ROAD, CANTON, CT 06019,
 LX7274'OFFICE PHONE 693-8321, HOME PHONE 693-0198.
 LX7274'
 LX7274'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202, STATE
 LX7274'HIGHWAYS 44 AND 177, AND LAWTON ROAD AT THE EAST EDGE OF CANTON,
 LX7274'GO NORTHEAST ON LAWTON ROAD FOR 0.5 KM (0.3 MI) TO A FORK.
 LX7274'KEEP LEFT FORK, LAWTON ROAD, FOR 1.0 KM (0.6 MI) TO A STOP SIGN
 LX7274'AND THE JUNCTION OF BAHRES CORNER ROAD LEFT.  TURN LEFT ON BAHRES
 LX7274'CORNER ROAD FOR 1.4 KM (0.85 MI) TO A SIDE ROAD LEFT (HIGH HILL
 LX7274'ROAD).  CONTINUE WESTERLY ON BAHRES CORNER ROAD FOR 1.0 KM (0.3
 LX7274'MI) TO A FIELD ROAD LEFT JUST BEFORE AND RIGHT NEXT TO THE FIRST
 LX7274'OF TWO LARGE RED BARNS ALONG BAHRES CORNER ROAD.  TURN LEFT ON THE
 LX7274'FIELD ROAD AND GO SOUTH THRU A BARNYARD THEN BETWEEN TWO
 LX7274'ROCK FENCES FOR 0.2 KM (0.15 MI) TO A WIRE GATE AT THE WOODS
 LX7274'EDGE.  CONTINUE THROUGH THE GATE INTO WOODS FOR 0.2 KM (0.15 MI)
 LX7274'TO A FORK.  KEEP LEFT FORK FOR 0.1 KM (0.05 MI) TO ANOTHER FORK.
 LX7274'KEEP LEFT FORK AND CONTINUE UP MOUNTAIN FOR 0.6 KM
 LX7274'(0.35 MI) TO THE TOP AND THE STATION ON THE LEFT.
 LX7274'
 LX7274'THE STATION IS A STANDARD NGS DISK
 LX7274'STAMPED---MT HORR 1980---,
 LX7274'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7274'11.50 METERS (37.7 FT) SOUTHWEST FROM A 20 CM CEDAR TREE,
 LX7274'11.40 METERS (37.4 FT) SOUTHEAST FROM THE TRACK ROAD, AND
 LX7274'9.65 METERS (31.6 FT) NORTH FROM THE TWIN TRUNKED OAK TREE.
 LX7274'
 LX7274'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7274'STAMPED---MT HORR NO 1 1980---,
 LX7274'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7274'8.75 METERS (28.7 FT) SOUTHEAST FROM THE TRACK ROAD AND
 LX7274'3.33 METERS (10.9 FT) NORTHEAST FROM AN 20 CM CEDAR TREE.
 LX7274'MARK IS LEVEL WITH STATION.
 LX7274'
 LX7274'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7274'STAMPED---MT HORR NO 2 1980---,
 LX7274'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7274'6.1 METERS (20.0 FT) EAST FROM A TRIPLE TRUNKED MAPLE TREE AND
 LX7274'3.85 METERS (12.6 FT) WEST-NORTHWEST FROM THE TRACK ROAD.
 LX7274'MARK IS LEVEL WITH STATION.
 LX7274'
 LX7274'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.7 METERS.
 LX7274'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 LX7274'
 LX7274'DESCRIBED BY C.E. GEOGHEGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0761 ***********************************************************************
 LX0761  DESIGNATION -  MT TOM
 LX0761  PID         -  LX0761
 LX0761  STATE/COUNTY-  CT/LITCHFIELD
 LX0761  USGS QUAD   -  NEW PRESTON (1984)
 LX0761
 LX0761                         *CURRENT SURVEY CONTROL
 LX0761  ___________________________________________________________________
 LX0761* NAD 83(1996)-  41 41 36.31747(N)    073 16 24.02013(W)     ADJUSTED  
 LX0761* NAVD 88     -       393.0    (meters)    1289.     (feet)  VERTCON   
 LX0761  ___________________________________________________________________
 LX0761  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 LX0761  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX0761
 LX0761  HORZ ORDER  -  FIRST
 LX0761
 LX0761.The horizontal coordinates were established by classical geodetic methods
 LX0761.and adjusted by the National Geodetic Survey in August 1998..
 LX0761
 LX0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0761
 LX0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0761
 LX0761.The geoid height was determined by GEOID03.
 LX0761
 LX0761;                    North         East     Units Scale Factor Converg.
 LX0761;SPC CT       -   248,053.105   261,234.914   MT  0.99998702   -0 20 49.2
 LX0761;SPC CT       -   813,820.90    857,068.21   sFT  0.99998702   -0 20 49.2
 LX0761;UTM  18      - 4,617,178.374   643,684.842   MT  0.99985406   +1 08 55.2
 LX0761
 LX0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0761!SPC CT       -   0.99994297  x   0.99998702  =   0.99992999
 LX0761!UTM  18      -   0.99994297  x   0.99985406  =   0.99979704
 LX0761
 LX0761|---------------------------------------------------------------------|
 LX0761| PID    Reference Object                     Distance      Geod. Az  |
 LX0761|                                                           dddmmss.s |
 LX0761| CB4759 MT TOM RM 1                          27.543 METERS 06424     |
 LX0761| LX3600 ROXBURY FIRE TOWER                  APPROX.11.5 KM 1865750.9 |
 LX0761| CB4758 MT TOM AZ MK                                       3143736.0 |
 LX0761| CB4760 MT TOM RM 2                          24.040 METERS 33343     |
 LX0761|---------------------------------------------------------------------|
 LX0761
 LX0761                          SUPERSEDED SURVEY CONTROL
 LX0761
 LX0761  NAD 83(1996)-  41 41 36.31740(N)    073 16 24.02053(W) AD(       ) 1
 LX0761  NAD 83(1992)-  41 41 36.31759(N)    073 16 24.02066(W) AD(       ) 1
 LX0761  NAD 83(1992)-  41 41 36.31898(N)    073 16 24.02182(W) AD(       ) 1
 LX0761  NAD 83(1986)-  41 41 36.31877(N)    073 16 24.02173(W) AD(       ) 1
 LX0761  NAD 27      -  41 41 35.97352(N)    073 16 25.60495(W) AD(       ) 1
 LX0761  NGVD 29 (07/19/86)  393.3    (m)         1290.     (f) VERT ANG       
 LX0761
 LX0761.Superseded values are not recommended for survey control.
 LX0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0761.See file dsdata.txt to determine how the superseded data were derived.
 LX0761
 LX0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4368517178(NAD 83)
 LX0761_MARKER: DS = TRIANGULATION STATION DISK
 LX0761_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0761_SP_SET: STONE TOWER
 LX0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0761
 LX0761  HISTORY     - Date     Condition        Report By
 LX0761  HISTORY     - 1863     MONUMENTED       CGS
 LX0761  HISTORY     - 1932     GOOD             NGS
 LX0761  HISTORY     - 1934     GOOD             LOCSUR
 LX0761  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX0761  HISTORY     - 1938     SEE DESCRIPTION  CGS
 LX0761  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX0761  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX0761  HISTORY     - 1981     POOR             NGS
 LX0761  HISTORY     - 1984     SEE DESCRIPTION  NGS
 LX0761
 LX0761                          STATION DESCRIPTION
 LX0761
 LX0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1863 (EB)
 LX0761'DESCRIPTION OF SIGNAL ERECTED SEPT. 11, 1863 ON LAND BELONGING
 LX0761'TO ALBERT ANSON, WASHINGTON TOWNSHIP.
 LX0761'
 LX0761'SIGNAL ERECTED ON HIGHEST PART OF MT. TOM.  STATION MARKED BY
 LX0761'HOLE DRILLED IN LEDGE.  THE STATION IS AT THE EXTREME SW END OF
 LX0761'THE SUMMIT WHICH FALLS GRADUALLY FOR 20 OR 30 RODS TOWARDS THE
 LX0761'NE.  THE SIGNAL HAS A BARREL NEAR THE TOP.  AN OBSERVATION WAS
 LX0761'MADE WITH THE BAROMETER EACH DAY.
 LX0761'
 LX0761'DIMENSIONS OF SIGNAL--CROTCH TO GROUND, 9 FEET 10 INCHES.  CROTCH
 LX0761'TO TOP OF BARREL, 14 FEET 8-1/2 INCHES.  TOP OF BARREL TO TOP OF
 LX0761'POLE, 1 FOOT 11 INCHES.  TOTAL HEIGHT, 26 FEET 5-1/2 INCHES.
 LX0761'
 LX0761'ABOVE THE BARREL A PIECE OF WHITE CANVAS WAS FASTENED AS A
 LX0761'FLAG.  MR. CHESTER C. GOSLEE AND HIS SONS ASSISTED IN THE
 LX0761'ERECTION OF THE SIGNAL.  A HELIOTROPE WAS LEFT IN CARE OF
 LX0761'C.C. GOSLEE AT HIS HOUSE.  MR. GOSLEE LIVES ABOUT 1-1/2 MILES
 LX0761'FROM THE MOUNTAIN.  HIS P.O. ADDRESS IS BANLAM FALLS, LITCHFIELD
 LX0761'COUNTY, CONN.  THOUGH SOMEWHAT DISTANT, MR. GOSLEES WILL
 LX0761'PROBABLY BE FOUND THE MORE CONVENIENT AND AGREEABLE PLACE FOR A
 LX0761'HELIOTROPER TO OBTAIN BOARD.  IN APPROACHING MT. TOM STATION FROM
 LX0761'LITCHFIELD THE SHORTER WAY IS TO LEAVE TOWN BY WEST ST. AND
 LX0761'TAKE THE ROAD TO NEW PRESTON, ABOUT 5 MILES FROM LITCHFIELD AND
 LX0761'A LITTLE BEYOND A FORK TO THE RIGHT WHICH LEADS TO MT. PROSPECT
 LX0761'COPPER MINES.  THERE IS A FORK TO THE LEFT WHICH IS CALLED THE
 LX0761'NEW ROAD TO NEW MILFORD VIA PRESTON OR MARBLEDALE.  ONE MILE
 LX0761'FROM THE TURN A CROSS ROAD N AND E IS MET AND C.C. GOSLEE LIVES
 LX0761'TO THE NORTHWARD OF THE CORNERS ABOUT ONE QUARTER OF A
 LX0761'MILE.  THE NEW ROAD LEAVES THE POND (MT. TOM POND) TO THE
 LX0761'SOUTHWARD A SHORT DISTANCE BEYOND THE CORNERS.  THE FIRST
 LX0761'LEFT-HAND (S) TURN FROM THE CORNERS, WHICH IS BEYOND OR W OF THE
 LX0761'POND, GIVES THE BEST ASCENT TO THE MOUNTAIN, BEARING ALWAYS TO
 LX0761'THE LEFT.  YOU APPROACH WITH A CARRIAGE WITHIN A SHORT HALF
 LX0761'MILE OF THE SUMMIT.  AN OLD HORSE TRACK LEADS WITHIN A FEW RODS
 LX0761'OF THE STATION TO WHICH A SMALL PATH WAS CLEARED.  BY CLEARING,
 LX0761'THE HORIZON WAS MADE VISIBLE FROM THE NE AROUND BY S TO NW.
 LX0761'
 LX0761'NOTE--IN SEPTEMBER, 1865 THE BARREL WAS FOUND TO BE ECCENTRIC
 LX0761'10 INCHES S OF THE STATION.  THE TRIPOD HEAD WAS CORRECT.  THE
 LX0761'DEFLECTION OF THE POLE TO THE SOUTHWARD BEGAN VERY NEAR THE
 LX0761'TRIPOD HEAD.  IT MUST HAVE BEEN OCCASIONED SOON AFTER THE SIGNAL
 LX0761'WAS ERECTED, BY THE FALL WINDS, WHEN THE POLE WAS GREEN.
 LX0761'
 LX0761'FROM A LETTER, DATED OCT. 6, 1915, FROM PROF. J.K. FINCH,
 LX0761'DEPT. OF CIVIL ENGINEERING, COLUMBIA UNIVERSITY, NEW YORK--
 LX0761'
 LX0761'THE STANDARD BRASS STATION MARK WHICH WAS FORWARDED TO ME FROM THE
 LX0761'COAST SURVEY HAS BEEN PUT IN POSITION ON MT. TOM, THE OLD DRILL
 LX0761'MARK WAS ENLARGED IN SIZE AND THE BRASS MARKER FIRMLY CEMENTED IN
 LX0761'PLACE ON SEPT. 15, 1915.
 LX0761
 LX0761                          STATION RECOVERY (1932)
 LX0761
 LX0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1932
 LX0761'0.6 MI NW FROM MORRIS STATION.
 LX0761'0.6 MILE NORTHWEST OF MORRIS STATION, LITCHFIELD COUNTY, AT THE
 LX0761'SUMMIT OF MOUNT TOM, INSIDE THE STONE TOWER IN THE CENTER OF THE
 LX0761'MASONRY FLOOR OF THE TOWER, UNDERNEATH THE STAIRWAY.  A NGS
 LX0761'STANDARD TRIANGULATION-STATION DISK.
 LX0761
 LX0761                          STATION RECOVERY (1934)
 LX0761
 LX0761'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0761'RECOVERED IN GOOD CONDITION.
 LX0761
 LX0761                          STATION RECOVERY (1935)
 LX0761
 LX0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (TJM)
 LX0761'STATION MARK WAS RECOVERED IN GOOD CONDITION.  IT CONSISTS OF A
 LX0761'BRONZE U.S.C. AND G.S. DISK WITH A TRIANGLE AND HAS STAMPED UPON IT
 LX0761'ELEV. 1291.076 FT.  IT HAS NEITHER NAME NOR NUMBER.  IT IS SET
 LX0761'FLUSH IN THE CENTER OF THE CONCRETE GROUND FLOOR OF MASONRY TOWER
 LX0761'ABOUT 30 FEET HIGH AND 12 FEET IN DIAMETER.  THE TOWER IS ON TOP
 LX0761'OF ONE OF THE HILLS IN THE STATE WHICH IS CALLED MT. TOM.  BY
 LX0761'AIR LINE IT IS ABOUT 1-1/2 MILES SE BY E OF WOODVILLE AND ABOUT
 LX0761'5 MILES NNE OF WASHINGTON.  PERMISSION HAS BEEN ASSURED BY THE
 LX0761'LOCAL CONTROL SURVEY.  A WOODEN STAIRWAY LEADS FROM THE
 LX0761'GROUND FLOOR TO THE TOP, WHICH IS OPEN AND SURROUNDED BY A 3
 LX0761'1/2-FOOT COPING.  THREE-QUARTER-INCH HOLES HAVE BEEN DRILLED
 LX0761'IN THE STEPS SO THAT THE STATION MAY BE SEEN FROM THE TOP.  THE
 LX0761'POSITION OF THESE HOLES SHOULD BE TESTED WITH A VERTICAL
 LX0761'COLLIMATOR TO MAKE CERTAIN THAT THEY ARE IN A TRUE VERTICAL
 LX0761'LINE.  THE STATION IS TO BE OCCUPIED BY MEANS OF A 4-FOOT STAND
 LX0761'ERECTED ON THE TOP OF THE TOWER, STRADDLING THE STAIRWAY
 LX0761'OPENING, AND PLUMBED OVER THE STATION MARKS.  THE STAIRWAY
 LX0761'OPENING IS 3 FEET 3-1/2 INCHES BY 4 FEET 1-1/2 INCHES AND HAS
 LX0761'A SMALL 3-INCH COPING AROUND IT.  A SUFFICIENT OPENING SHOULD
 LX0761'BE LEFT IN CONSTRUCTING THE STAND TO ALLOW PASSAGE OF THE
 LX0761'OBSERVATION PARTY AND INSTRUMENTS.  A SURVEY MARK OF COLUMBIA
 LX0761'UNIVERSITY SCHOOL OF ENGINEERING, STAMPED CAMP COLUMBIA,
 LX0761'MORRIS CT., SURVEY STA. NO., MT. TOM, CONSISTING OF A 1
 LX0761'1/2-INCH BRASS DISK SET FLUSH IN THE CONCRETE ROOF OF THE
 LX0761'TOWER, 6-1/2 INCHES SW OF THE W CORNER OF THE STAIRWAY OPENING,
 LX0761'SHOULD BE TIED IN.
 LX0761'
 LX0761'TO REACH FROM THE POST OFFICE IN BANTAM ON STATE HIGHWAY 25
 LX0761'(RED PHOTO AND GIFT SHOP), GO SW ON STATE HIGHWAY 25 FOR 2.85
 LX0761'MILES TO A Y-ROAD LEFT AT THE END OF A ROAD FENCE AND SIGN
 LX0761'INDICATING THE BOUNDARY LINE OF WASHINGTON TOWNSHIP.  BEAR
 LX0761'LEFT, LEAVING STATE HIGHWAY 25, AND GO 0.1 MILE.  TURN LEFT AT
 LX0761'HEDGE FENCE AND SIGN MT. TOM AND GO 0.15 MILE TO AN INTERSECTION
 LX0761'AND SIGN MT. TOM STATE PARK POINTING LEFT.  DO NOT FOLLOW THIS
 LX0761'SIGN BUT KEEP STRAIGHT AHEAD (RIGHT FORK), FOLLOWING
 LX0761'MAIN-TRAVELED ROAD FOR 0.1 MILE TO A T-ROAD LEFT.  TURN LEFT AND
 LX0761'GO 0.15 MILE.  KEEP STRAIGHT AND GO 0.1 MILE TO END OF
 LX0761'TRUCK TRAVEL AT A TRIANGLE BLAZED ON A 3-INCH BLACK BIRCH TREE
 LX0761'AND A T-ROAD LEFT WHICH IS BLOCKADED BY A 5-FOOT VERTICAL
 LX0761'POST SET LOOSELY IN A CONCRETE HOLDER.  TURN LEFT AND FOLLOW
 LX0761'TRAIL ABOUT 1/2 MILE TO TOWER AND STATION.  A 4-FOOT STAND IS
 LX0761'REQUIRED.  MT. TOM IS TO BE STAMPED ON THE PRESENT STATION
 LX0761'MARK.
 LX0761
 LX0761                          STATION RECOVERY (1938)
 LX0761
 LX0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (CJT)
 LX0761'THE ORIGINAL DESCRIPTION REMAINS THE SAME.  34-FOOT TOWER.
 LX0761'
 LX0761'HEIGHT OF LIGHT ABOVE STATION MARK 12.4 METERS.
 LX0761
 LX0761                          STATION RECOVERY (1942)
 LX0761
 LX0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX0761'STATION WAS RECOVERED AS DESCRIBED BY T.J.M. IN 1935.  THE
 LX0761'STATION DISK WHICH WAS PLACED IN THE ORIGINAL POSITION BY
 LX0761'PROF. J.K. FINCH IN 1915 WAS FOUND FIRMLY IN PLACE AND IN GOOD
 LX0761'CONDITION.  THE DISK WAS STAMPED ELEV. 1291.076 FT.  ADDITIONAL
 LX0761'STAMPING BY THIS PARTY WAS MT. TOM 1915 1863.  REFERENCE MARKS
 LX0761'AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY AS DESCRIBED
 LX0761'BELOW.
 LX0761'
 LX0761'REFERENCE MARK NO. 1 IS 27.630 METERS, 90.65 FEET, E OF THE
 LX0761'STATION.  THE DISK IS SET IN A DRILL HOLE IN AN OUTCROPPING
 LX0761'ROCK.  NOTE 12A.  THE DISK IS STAMPED MT. TOM R.M. NO. 1 1942.
 LX0761'
 LX0761'REFERENCE MARK NO. 2 IS 24.201 METERS, 79.40 FEET, NNW OF THE
 LX0761'STATION IN A DRILL HOLE IN AN OUTCROPPING ROCK AT THE N RIM OF THE
 LX0761'HILL.  NOTE 12A.  THE DISK IS STAMPED MT. TOM R.M. NO. 2 1942.
 LX0761'
 LX0761'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE N OF THE STATION.  THE
 LX0761'DISK IS SET IN THE N ABUTMENT OF A SMALL CULVERT.  IT IS 52 FEET
 LX0761'S OF THE CENTER LINE OF STATE HIGHWAY 25, 28 FEET W OF A ROAD
 LX0761'SIGN CONN. 25, AND 13 FEET N OF THE DRIVEWAY INTO MT. TOM TOURISTS
 LX0761'LODGE.  THE DISK IS STAMPED MT. TOM 1942.
 LX0761'
 LX0761'STATION MAY BE REACHED FROM THE POST OFFICE IN NEW MILFORD BY
 LX0761'GOING EASTERLY FOR 0.15 MILE TO STATE HIGHWAY 25, TURN LEFT
 LX0761'AND FOLLOW ROUTE 25 NORTHEASTERLY FOR 12.25 MILES TO A BLACK-TOP
 LX0761'ROAD RIGHT AT THE WASHINGTON-LITCHFIELD TOWN LINE.  TURN RIGHT
 LX0761'PASSING THE MT. TOM TOURISTS LODGE ON THE W AND GO S ON THE BLACK
 LX0761'TOP FOR 0.2 MILE TO A FORKS, TAKE THE RIGHT FORK (DIRT) FOR
 LX0761'0.05 MILE, THEN LEFT FORK ON A DIM WOODS ROAD FOR 0.2 MILE,
 LX0761'THEN RIGHT FORK UP A STEEP GRADE FOR 0.15 MILE, TURN SHARP LEFT
 LX0761'AROUND A LARGE BOULDER AND FOLLOW THE WOODS ROAD WINDING 0.6
 LX0761'MILE TO THE TOP OF THE HILL, MT. TOM FORT AND STATION.
 LX0761
 LX0761                          STATION RECOVERY (1971)
 LX0761
 LX0761'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX0761'MT. TOM 1915 1863 GOOD
 LX0761
 LX0761                          STATION RECOVERY (1981)
 LX0761
 LX0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX0761'THE STATION MARK WAS RECOVERED BUT THE STAMPING WAS UNREADABLE
 LX0761'DUE TO VANDALISM.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX0761'CONDITION, BUT NO MENTION OF THE 1942 AZIMUTH MARK WAS MADE BY THE
 LX0761'OBSERVER OR RECONNAISSANCE WHO VISITED THE STATION.  THE STATION
 LX0761'COULD NOT BE OCCUPIED AT THIS TIME DUE TO THE STEPS OF THE
 LX0761'OBSERVATION TOWER, A NEW STATION, MT TOM 1863 RM 3 WAS ESTABLISHED AT
 LX0761'THIS TIME.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 LX0761'SHORTER BY 0.087 METERS AND THE DISTANCE TO REFERENCE MARK 2 WAS
 LX0761'WAS FOUND TO BE SHORTER BY 0.161 METERS AS COMPARED TO THE 1942 DATA.
 LX0761'FOLLOWING IS A NEW DESCRIPTION.
 LX0761'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHWEST OF
 LX0761'LITCHFIELD, 8.4 KM (5.25 MI) NORTHEAST OF WASHINGTON
 LX0761'AND IN MT TOM STATE PARK.
 LX0761'OWNERSHIP---STATE OF CONNECTICUT, PERMISSION BY MT TONY
 LX0761'CANTENELI, DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 LX0761'REGION 1, PHONE 203-379-0771.
 LX0761'
 LX0761'TO REACH THE STATION FROM THE POST OFFICE IN BANTAM.  GO
 LX0761'SOUTHWEST ON U.S. HIGHWAY 202 FOR 0.64 KM (0.40 MI) TO WEST
 LX0761'MORRIS ROAD ON THE LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 202 FOR
 LX0761'3.54 KM (2.20 MI) TO A FORK AND A SIGN (MT TOM).  TAKE THE LEFT
 LX0761'FORK AND GO SOUTHWEST FOR 0.16 KM (0.10 MI) TO A ROAD LEFT.
 LX0761'TURN LEFT AND GO SOUTH FOR 0.32 KM (0.20 MI) TO A TOLL BOOTH AT
 LX0761'THE ENTRANCE TO THE PARK, WHERE PAVED ROAD CURVES LEFT.  CONTINUE
 LX0761'SOUTHEAST ON THE PAVED ROAD FOR 0.24 KM (0.15 MI) TO A GRAVEL
 LX0761'FORK AT SIGH (TOWER TRAIL) ON THE RIGHT, BEAR RIGHT AND
 LX0761'GO SOUTH FOR 0.08 KM (0.05 MI) TO END OF TRUCK TRAVEL AT A SIGN
 LX0761'(NO VEHICLES).  FOLLOW THE TRAIL FOR 1.04 KM (0.65 MI) TO THE TOP
 LX0761'OF MOUNTAIN AND THE STATION.  A JEEP WAS USED TO GET EQUIPMENT
 LX0761'TO THE STATION.
 LX0761'
 LX0761'THE STATION IS A STANDARD CGS DISK THAT IS UNREADABLE,
 LX0761'CEMENTED IN A DRILLHOLE NEAR THE CENTER OF A ROUND ROCK TOWER,
 LX0761'0.6 METERS IN DIAMETER.
 LX0761'
 LX0761'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX0761'STAMPED---MT TOM RM NO 1 1942---,
 LX0761'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX0761'23.0 METERS (75.5 FT) EAST FROM EAST EDGE OF BASE OF ROCK TOWER.
 LX0761'
 LX0761'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX0761'STAMPED---MT TOM RM NO 2 1942---,
 LX0761'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX0761'20.725 METERS (68.0 FT) NORTH-NORTHWEST FROM NORTH EDGE OF BASE
 LX0761'OF ROCK TOWER.
 LX0761'
 LX0761'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX0761'STAMPED---MT TOM 1863 NO 3 1981---,
 LX0761'SET INTO A DRILL HOLE IN OBSERVATION DECK OF OBSERVATION TOWER.
 LX0761'IT IS LOCATED
 LX0761'0.60 METERS (1.97 FT) SOUTH FROM NORTH WALL AND
 LX0761'0.85 METERS (2.79 FT) NORTH FROM NORTH EDGE OF STAIR WELL.
 LX0761'MARK IS ABOVE STATION ABOUT 10 METERS.
 LX0761'
 LX0761'NO LIGHT WAS SHOWN FROM THIS STATION.
 LX0761'A PRECISE TRAVERSE TIE WAS MADE TO MT TOM 1863 RM 3.
 LX0761
 LX0761                          STATION RECOVERY (1984)
 LX0761
 LX0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX0761'THE STATION WAS RECOVERED AT THIS DATE.
 LX0761'RECOVERED AS DESCRIBED IN 1981. NO MEASUREMENTS OR ANGLES WERE MADE
 LX0761'FROM THIS STATION AT THIS TIME.
 LX0761'
 LX0761'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3595 ***********************************************************************
 LX3595  DESIGNATION -  MT TOM RM 3
 LX3595  PID         -  LX3595
 LX3595  STATE/COUNTY-  CT/LITCHFIELD
 LX3595  USGS QUAD   -  NEW PRESTON (1984)
 LX3595
 LX3595                         *CURRENT SURVEY CONTROL
 LX3595  ___________________________________________________________________
 LX3595* NAD 83(1996)-  41 41 36.36246(N)    073 16 24.02224(W)     ADJUSTED  
 LX3595* NAVD 88     -       402.2    (meters)    1320.     (feet)  VERTCON   
 LX3595  ___________________________________________________________________
 LX3595  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 LX3595  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX3595
 LX3595  HORZ ORDER  -  FIRST
 LX3595
 LX3595.The horizontal coordinates were established by classical geodetic methods
 LX3595.and adjusted by the National Geodetic Survey in August 1998..
 LX3595
 LX3595.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3595
 LX3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3595
 LX3595.The geoid height was determined by GEOID03.
 LX3595
 LX3595;                    North         East     Units Scale Factor Converg.
 LX3595;SPC CT       -   248,054.493   261,234.873   MT  0.99998702   -0 20 49.2
 LX3595;SPC CT       -   813,825.45    857,068.08   sFT  0.99998702   -0 20 49.2
 LX3595;UTM  18      - 4,617,179.761   643,684.766   MT  0.99985406   +1 08 55.2
 LX3595
 LX3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3595!SPC CT       -   0.99994153  x   0.99998702  =   0.99992855
 LX3595!UTM  18      -   0.99994153  x   0.99985406  =   0.99979560
 LX3595
 LX3595:                Primary Azimuth Mark                     Grid Az
 LX3595:SPC CT       -  BANTAM MUN TANK                          044 29 44.4
 LX3595:UTM  18      -  BANTAM MUN TANK                          043 00 00.0
 LX3595
 LX3595|---------------------------------------------------------------------|
 LX3595| PID    Reference Object                     Distance      Geod. Az  |
 LX3595|                                                           dddmmss.s |
 LX3595| LX3592 BANTAM MUN TANK                     APPROX. 4.6 KM 0440855.2 |
 LX3595| CB4759 MT TOM RM 1                          26.979 METERS 06704     |
 LX3595| LX0761 MT TOM                                1.389 METERS 17759     |
 LX3595| LX7449 NORTHVILLE CLP MICROWAVE            APPROX.12.5 KM 2183340.5 |
 LX3595| CB4760 MT TOM RM 2                          22.731 METERS 33216     |
 LX3595|---------------------------------------------------------------------|
 LX3595
 LX3595                          SUPERSEDED SURVEY CONTROL
 LX3595
 LX3595  NAD 83(1996)-  41 41 36.36238(N)    073 16 24.02263(W) AD(       ) 1
 LX3595  NAD 83(1992)-  41 41 36.36260(N)    073 16 24.02277(W) AD(       ) 1
 LX3595  NAD 83(1992)-  41 41 36.36396(N)    073 16 24.02392(W) AD(       ) 1
 LX3595  NAD 83(1986)-  41 41 36.36376(N)    073 16 24.02383(W) AD(       ) 1
 LX3595  NAD 27      -  41 41 36.01852(N)    073 16 25.60703(W) AD(       ) 1
 LX3595  NGVD 29 (07/19/86)  402.5    (m)         1321.     (f) VERT ANG       
 LX3595
 LX3595.Superseded values are not recommended for survey control.
 LX3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3595.See file dsdata.txt to determine how the superseded data were derived.
 LX3595
 LX3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4368517180(NAD 83)
 LX3595_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3595_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX3595+WITH SETTING: PAVEMENT
 LX3595_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3595+STABILITY: SURFACE MOTION
 LX3595
 LX3595  HISTORY     - Date     Condition        Report By
 LX3595  HISTORY     - 1981     MONUMENTED       NGS
 LX3595  HISTORY     - 1983     GOOD             NGS
 LX3595  HISTORY     - 1984     GOOD             NGS
 LX3595
 LX3595                          STATION DESCRIPTION
 LX3595
 LX3595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3595'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTHWEST OF
 LX3595'LITCHFIELD AND 8.4 KM (5.25 MI) NORTHEAST OF WASHINGTON AND
 LX3595'IN MT TOM STATE PARK.
 LX3595'OWNERSHIP---STATE OF CONNECTICUT, PERMISSION BY MR TONY
 LX3595'CANTENELLI, DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 LX3595'REGION 1, PHONE 203-379-0771.
 LX3595'
 LX3595'TO REACH THE STATION FROM THE POST OFFICE IN BANTAM.  GO SOUTHWEST
 LX3595'ON U.S. HIGHWAY 202 FOR 0.64 KM (0.4 MI) TO WEST MORRIS ROAD
 LX3595'ON THE LEFT.  CONTINUE AHEAD ON U.S. HIGHWAY 202 FOR 3.54 KM
 LX3595'(2.2 MI) TO A FORK AND A SIGN (MT TOM).  TAKE THE LEFT FORK AND
 LX3595'GO SOUTHWEST FOR 0.16 KM (0.1 MI) TO A ROAD LEFT, TURN LEFT AND
 LX3595'GO SOUTH FOR 0.32 KM (0.2 MI) TO A TOLL BOOTH AT THE ENTRANCE
 LX3595'TO THE PARK WHERE PAVED ROAD CURVES LEFT.  CONTINUE SOUTHEAST
 LX3595'ON THE PAVED ROAD FOR 0.24 KM (0.15 MI) TO A GRAVEL FORK AT
 LX3595'SIGN (TOWER TRAIL) ON THE RIGHT, BEAR RIGHT AND GO
 LX3595'SOUTH FOR 0.08 KM (0.05 MI) TO END OF TRUCK TRAVEL AT A SIGN
 LX3595'(NO VEHICLES).  FOLLOW THE TRAIL FOR 1.04 KM (0.65 MI) TO THE
 LX3595'TOP OF MOUNTAIN AND THE STATION.  A JEEP WAS USED TO GET
 LX3595'EQUIPMENT TO THE STATION.
 LX3595'
 LX3595'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX3595'STAMPED---MT TOM 1863 NO 3 1981---,
 LX3595'SET INTO A DRILL HOLE IN OBSERVATION DECK.  IT IS LOCATED
 LX3595'0.60 METERS (1.97 FT) NORTH FROM NORTH WALL AND
 LX3595'0.85 METERS (2.79 FT) NORTH FROM NORTH EDGE OF STAIR WELL.
 LX3595'
 LX3595'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX3595'STAMPED---MT TOM RM NO 1 1942---,
 LX3595'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3595'23.0 METERS (75.5 FT) EAST FROM EAST EDGE OF BASE OF ROCK TOWER.
 LX3595'
 LX3595'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX3595'STAMPED---MT TOM RM NO 2 1942---,
 LX3595'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3595'20.725 METERS (68.0 FT) NORTH-NORTHWEST FROM NORTH EDGE OF BASE
 LX3595'OF ROCK TOWER.
 LX3595'
 LX3595'THE OLD STATION IS A STANDARD CGS STATION MARK DISK
 LX3595'STAMPING IS UNREADABLE.
 LX3595'SET INTO A DRILLHOLE NEAR THE CENTER OF A CYLINDRICAL ROCK
 LX3595'TOWER, 6 METERS IN DIAMETER.
 LX3595'
 LX3595'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX3595'A PRECISE TRAVERSE TIE WAS MADE TO MT TOM 1863.
 LX3595
 LX3595                          STATION RECOVERY (1983)
 LX3595
 LX3595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3595'MT TOM 1863 RM 3, MT TOM 1863 RM 1, AND MT T0M 1863 RM 2
 LX3595'WERE RECOVERED AS DESCRIBED IN 1981.
 LX3595'
 LX3595'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.07 METERS.
 LX3595'
 LX3595'DESCRIBED D.W. SMITH
 LX3595
 LX3595                          STATION RECOVERY (1984)
 LX3595
 LX3595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3595'THE STATION WAS RECOVERED AT THIS DATE.
 LX3595'AS DESCRIBED IN 1983 BY VDN.
 LX3595'
 LX3595'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS ABOVE THE MARK.
 LX3595'
 LX3595'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6201 ***********************************************************************
 LX6201  DESIGNATION -  MUHLFELDS FLAGPOLE
 LX6201  PID         -  LX6201
 LX6201  STATE/COUNTY-  CT/NEW HAVEN
 LX6201  USGS QUAD   -  CLINTON (1984)
 LX6201
 LX6201                         *CURRENT SURVEY CONTROL
 LX6201  ___________________________________________________________________
 LX6201* NAD 83(1996)-  41 16 13.13416(N)    072 35 29.73689(W)     ADJUSTED  
 LX6201* NAVD 88     -                                                        
 LX6201  ___________________________________________________________________
 LX6201  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LX6201  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX6201
 LX6201  HORZ ORDER  -  THIRD
 LX6201
 LX6201.The horizontal coordinates were established by classical geodetic methods
 LX6201.and adjusted by the National Geodetic Survey in August 1998..
 LX6201
 LX6201
 LX6201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6201
 LX6201.The geoid height was determined by GEOID03.
 LX6201
 LX6201;                    North         East     Units Scale Factor Converg.
 LX6201;SPC CT       -   200,942.439   318,073.473   MT  0.99999365   +0 06 18.1
 LX6201;SPC CT       -   659,258.65  1,043,546.05   sFT  0.99999365   +0 06 18.1
 LX6201;SPC NY L     -   123,508.754   418,008.575   MT  1.00002175   +0 55 16.4
 LX6201;SPC NY L     -   405,211.64  1,371,416.47   sFT  1.00002175   +0 55 16.4
 LX6201;UTM  18      - 4,571,562.807   701,728.707   MT  1.00010085   +1 35 20.9
 LX6201
 LX6201                          SUPERSEDED SURVEY CONTROL
 LX6201
 LX6201  NAD 83(1992)-  41 16 13.13326(N)    072 35 29.73669(W) AD(       ) 4
 LX6201  NAD 83(1986)-  41 16 13.13546(N)    072 35 29.73983(W) AD(       ) 4
 LX6201  NAD 27      -  41 16 12.79000(N)    072 35 31.40000(W) AD(       ) 3
 LX6201
 LX6201.Superseded values are not recommended for survey control.
 LX6201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6201.See file dsdata.txt to determine how the superseded data were derived.
 LX6201
 LX6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0172971563(NAD 83)
 LX6201
 LX6201  HISTORY     - Date     Condition        Report By
 LX6201  HISTORY     - 1934     MONUMENTED       CGS
 LX6201  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6201
 LX6201                          STATION DESCRIPTION
 LX6201
 LX6201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6201'THE WATER FRONT COTTAGE OF J.E. MUHLFELD IS LOCATED ABOUT 75
 LX6201'METERS WESTERLY FROM THE INTERSECTION OF EAST WHARF AND
 LX6201'MIDDLE BEACH ROADS.  THE HOUSE HAS A VERY BROAD HIP-ROOF, THE
 LX6201'RIDGEPOLE BEING PARALLEL TO THE WATERS EDGE.  THE SIDES OF THE
 LX6201'HOUSE ARE BROWN STAINED SHINGLES WITH WHITE TRIM.  A BROAD
 LX6201'PORCH WITH WHITE COLUMNS SURROUNDS THE E, S AND W SIDES OF
 LX6201'THE HOUSE.  A CONCRETE SEA WALL IS CARRIED BACK 7 METERS AT THE
 LX6201'E AND W BOUNDARIES OF THE PROPERTY.
 LX6201'
 LX6201'THERE IS A TWO-PIECE FLAGPOLE NEAR THE SE CORNER OF
 LX6201'MUHLFELDS LOT.
 LX6201
 LX6201                          STATION RECOVERY (1961)
 LX6201
 LX6201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6201'STATION IS DESTROYED.  OWNER STATED THE FLAGPOLE WAS DESTROYED
 LX6201'DURING THE 1938 HURRICANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6258 ***********************************************************************
 LX6258  DESIGNATION -  MULBERRY
 LX6258  PID         -  LX6258
 LX6258  STATE/COUNTY-  CT/NEW HAVEN
 LX6258  USGS QUAD   -  GUILFORD (1984)
 LX6258
 LX6258                         *CURRENT SURVEY CONTROL
 LX6258  ___________________________________________________________________
 LX6258* NAD 83(1996)-  41 15 41.39158(N)    072 41 00.77215(W)     ADJUSTED  
 LX6258* NAVD 88     -        21.9    (meters)      72.     (feet)  VERTCON   
 LX6258  ___________________________________________________________________
 LX6258  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX6258  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX6258
 LX6258  HORZ ORDER  -  FIRST
 LX6258
 LX6258.The horizontal coordinates were established by classical geodetic methods
 LX6258.and adjusted by the National Geodetic Survey in August 1998..
 LX6258
 LX6258.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6258
 LX6258.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6258
 LX6258.The geoid height was determined by GEOID03.
 LX6258
 LX6258;                    North         East     Units Scale Factor Converg.
 LX6258;SPC CT       -   199,953.170   310,369.389   MT  0.99999436   +0 02 38.6
 LX6258;SPC CT       -   656,013.03  1,018,270.24   sFT  0.99999436   +0 02 38.6
 LX6258;SPC NY L     -   122,409.759   410,319.163   MT  1.00002064   +0 51 39.8
 LX6258;SPC NY L     -   401,606.02  1,346,188.79   sFT  1.00002064   +0 51 39.8
 LX6258;UTM  18      - 4,570,374.232   694,052.154   MT  1.00006346   +1 31 41.4
 LX6258
 LX6258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6258!SPC CT       -   1.00000130  x   0.99999436  =   0.99999566
 LX6258!SPC NY L     -   1.00000130  x   1.00002064  =   1.00002194
 LX6258!UTM  18      -   1.00000130  x   1.00006346  =   1.00006476
 LX6258
 LX6258:                Primary Azimuth Mark                     Grid Az
 LX6258:SPC CT       -  BULLARD FLAGSTAFF                        002 31 10.4
 LX6258:SPC NY L     -  BULLARD FLAGSTAFF                        001 42 09.2
 LX6258:UTM  18      -  BULLARD FLAGSTAFF                        001 02 07.6
 LX6258
 LX6258|---------------------------------------------------------------------|
 LX6258| PID    Reference Object                     Distance      Geod. Az  |
 LX6258|                                                           dddmmss.s |
 LX6258| LX6248 BULLARD FLAGSTAFF                   APPROX. 3.9 KM 0023349.0 |
 LX6258| LX6263 GUILFORD CONG CHURCH SPIRE          APPROX. 2.5 KM 0023942.1 |
 LX6258| LX6244 GUILFORD EPIS CHURCH TOWER          APPROX. 2.3 KM 0055832.5 |
 LX6258| LX6268 HURLBURTS PINE                      APPROX.11.3 KM 0071235.2 |
 LX6258| LX6245 GREENHOUSE STACK                    APPROX. 3.2 KM 0073013.7 |
 LX6258| CZ6850 MULBERRY RM 1                        26.225 METERS 00906     |
 LX6258| LX6243 KNOWLES LOMBARD STACK               APPROX. 2.0 KM 0291943.4 |
 LX6258| LX6267 DUDLEYS CUPOLA                      APPROX. 4.0 KM 0300143.2 |
 LX6258| LX6269 CLAPBOARD                           APPROX. 3.9 KM 0310158.8 |
 LX6258| LX6265 GUILFORD STANDPIPE                  APPROX. 3.7 KM 0352057.0 |
 LX6258| LX6237 DEFOREST AND HOTCHKISS CUPOLA       APPROX. 4.7 KM 0582959.5 |
 LX6258| LX6240 GUILFORD POINT GABLE                APPROX. 1.3 KM 0651637.1 |
 LX6258| CZ6851 MULBERRY RM 2                        20.400 METERS 07844     |
 LX6258| LX6242 INNER WHITE TOP HOUSE               APPROX. 1.0 KM 1153113.3 |
 LX6258| CZ6849 MULBERRY AZ MK                                     1233922.5 |
 LX6258| LX6254 STEVENS CHIMNEY                     APPROX. 1.3 KM 1970305.0 |
 LX6258| LX6276 GUILFORD WEST STANDPIPE             APPROX. 1.0 KM 2881740.4 |
 LX6258| LX6293 VORTAC MADISON MAD                  APPROX. 5.9 KM 3525400.8 |
 LX6258| LX6255 PROSPECT HILL TREE                  APPROX. 4.8 KM 3571010.0 |
 LX6258| LX6252 SPENCERS TANK                       APPROX. 2.6 KM 3571737.2 |
 LX6258|---------------------------------------------------------------------|
 LX6258
 LX6258                          SUPERSEDED SURVEY CONTROL
 LX6258
 LX6258  NAD 83(1992)-  41 15 41.39068(N)    072 41 00.77201(W) AD(       ) 1
 LX6258  NAD 83(1986)-  41 15 41.39289(N)    072 41 00.77490(W) AD(       ) 1
 LX6258  NAD 27      -  41 15 41.04500(N)    072 41 02.43400(W) AD(       ) 1
 LX6258  NGVD 29 (07/19/86)   22.2    (m)           73.     (f) VERT ANG       
 LX6258
 LX6258.Superseded values are not recommended for survey control.
 LX6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6258.See file dsdata.txt to determine how the superseded data were derived.
 LX6258
 LX6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9405270374(NAD 83)
 LX6258_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6258_SETTING: 66 = SET IN ROCK OUTCROP
 LX6258_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6258+STABILITY: POSITION/ELEVATION WELL
 LX6258
 LX6258  HISTORY     - Date     Condition        Report By
 LX6258  HISTORY     - 1933     MONUMENTED       CGS
 LX6258  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6258  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6258
 LX6258                          STATION DESCRIPTION
 LX6258
 LX6258'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6258'THIS STATION IS LOCATED ON A HIGH POINT OF THE LEDGE APPROXIMATELY
 LX6258'0.2 MILE N OF INDIAN COVE AND ABOUT 90 METERS W OF THE HIGHWAY
 LX6258'KNOWN AS THE MULBERRY POINT ROAD.  IT MAY BE REACHED FROM THE TOWN
 LX6258'OF GUILFORD AS FOLLOWS--GO W ON THE BOSTON POST ROAD (ROUTE 1) TO
 LX6258'RIVER STREET.  TURN LEFT, GO 0.6 MILE TO WATER STREET, THE MAIN
 LX6258'ROAD TO SACHEM HEAD.  TURN RIGHT, GO 0.7 MILE TO MULBERRY POINT
 LX6258'ROAD.  TURN LEFT AND GO 1.0 MILE TO POINT WHERE BARE LEDGE
 LX6258'COMES FROM W SIDE DOWN UNDER FENCE TO EDGE OF HIGHWAY.  FOLLOW
 LX6258'THIS LEDGE TO WESTWARD TO HIGHEST POINT.  THIS IS THE
 LX6258'LOCATION OF THE STATION.  THE PROPERTY BELONGS TO THE DIME
 LX6258'SAVINGS BANK OF WALLINGFORD, CONNECTICUT.
 LX6258'
 LX6258'STATION, REFERENCE MARK NO. 2, AND REFERENCE MARK NO. 3 ARE
 LX6258'STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX6258'NOTES 2, AND 12A.  REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK
 LX6258'SET IN A BOULDER AS DESCRIBED IN NOTE 12C.
 LX6258'
 LX6258'REFERENCE MARK NO.1 BEARS N 20 DEG E (MAGNETIC) AND IS IN A
 LX6258'BOULDER DETACHED FROM THE MAIN LEDGE.  REFERENCE MARK NO. 2 BEARS
 LX6258'S 88 DEG E (MAGNETIC) AND IS DIRECTLY BETWEEN STATION AND
 LX6258'HIGHWAY, AT EDGE OF OUTCROPPING LEDGE.  REFERENCE MARK NO.3 IS
 LX6258'SOUTHEASTERLY FROM STATION IN OUTCROPPING LEDGE ON OPPOSITE SIDE
 LX6258'OF THE HIGHWAY.  IT IS ON THE HIGHEST PART OF THE HILL DIRECTLY N
 LX6258'OF THE GROUP OF BUILDING AND COTTAGES ON MULBERRY POINT.
 LX6258'
 LX6258'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 LX6258
 LX6258                          STATION RECOVERY (1961)
 LX6258
 LX6258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6258'THE STATION AND REFERENCE MAR 1,2, AND 3 WERE RECOVERED IN GOOD
 LX6258'CONDITION.  THE STATION IS STAMPED, MULBERRY 1933 AND THE
 LX6258'REFERENCE MARKS ARE STAMPED MULBERRY NO 1 1933, MULBERRY NO 2 1933
 LX6258'AND MULBERRY NO 3 1933.  THE DISTANCE TO R.M.S 1 AND 2 WERE
 LX6258'CHECKED AND FOUND CORRECT AS PUBLISHED.
 LX6258'
 LX6258'THE ORIGINAL DESCRIPTION IS COMPLETE AND ADEQUATE FOR RECOVERY.
 LX6258
 LX6258                          STATION RECOVERY (1976)
 LX6258
 LX6258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6258'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2
 LX6258'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 LX6258'SEARCHED FOR BUT NOT RECOVERED AT THIS TIME.  THE DISTANCE TO
 LX6258'REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.375 OF A METER,
 LX6258'HOWEVER THE 1934 LIST OF DIRECTIONS STATED THAT THE OLD
 LX6258'MEASUREMENT WAS INCLINED.  THE DISTANCE TO REFERENCE MARK 2
 LX6258'WAS FOUND TO BE SHORTER BY 0.090 OF A METER.  THE DIRECTION TO
 LX6258'REFERENCE MARK 1 WAS FOUND TO BE SMALLER BY 1 MINUTE AND 20
 LX6258'SECONDS AND THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO BE
 LX6258'SMALLER BY 1 MINUTE AND 35 SECONDS.
 LX6258'
 LX6258'THE STATION IS ABOUT 7 MILES WEST OF HAMMONASSET POINT, 6-1/2
 LX6258'MILES EAST OF BRANFORD, 1-1/2 MILES SOUTH OF GUILFORD AND ON
 LX6258'THE PROPERTY OF MR. DAVID BARTLETT, GUILFORD, CONNECTICUT.
 LX6258'HIS TELEPHONE NUMBER IS 435-9322.
 LX6258'
 LX6258'TO REACH THE STATION FROM THE POST OFFICE IN GUILFORD, GO
 LX6258'SOUTHWEST ON STATE HIGHWAY 146 FOR 0.2 MILE TO A BRIDGE OVER
 LX6258'THE WEST RIVER.  CONTINUE SOUTHWEST ON HIGHWAY 146 FOR 0.65
 LX6258'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON
 LX6258'MULBERRY POINT ROAD FOR 0.9 MILE TO MR. BARTLETTS HOME ON THE
 LX6258'RIGHT AND THE STATION BEHIND THE HOUSE ON THE HIGHEST POINT
 LX6258'OF A ROCK OUTCROP.
 LX6258'
 LX6258'THE STATION MARK, STAMPED---MULBERRY 1933---, IS A STANDARD
 LX6258'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX6258'BEDROCK WHICH IS ABOUT 20 FEET IN DIAMETER AND PROJECTS ABOUT
 LX6258'4 FEET ABOVE THE GROUND SURFACE.  IT IS 113 WEST OF THE
 LX6258'SOUTHWEST CORNER OF A GARAGE, 33 FEET SOUTHWEST OF A TWIN
 LX6258'TRUNKED CEDAR TREE AND 19 FEET NORTHWEST OF A TWIN TRUNKED
 LX6258'TREE.
 LX6258'
 LX6258'REFERENCE MARK 1, STAMPED---MULBERRY NO 1 1933---, IS A
 LX6258'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 LX6258'WHICH IS ABOUT 3 FOOT BY 4 FOOT AND PROJECTS ABOUT 2 FEET
 LX6258'ABOVE THE GROUND SURFACE.  IT IS 64 FEET WEST OF THE NORTHWEST
 LX6258'CORNER OF THE HOUSE, 33 FEET EAST OF A 14-INCH TREE AND 13
 LX6258'FEET NORTHWEST OF A 24-INCH TREE.
 LX6258'
 LX6258'REFERENCE MARK 2, STAMPED---MULBERRY NO 2 1933---, IS A
 LX6258'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP
 LX6258'OF BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 51
 LX6258'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE, 16 FEET
 LX6258'SOUTH OF THE EXTENDED CENTER OF THE DRIVE ALONG THE GARAGE
 LX6258'AND 15.5 FEET NORTH OF AN 18-INCH ELM TREE.
 LX6258'
 LX6258'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6258'
 LX6258'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.8 METERS.
 LX6258'
 LX6258'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6852 ***********************************************************************
 LX6852  DESIGNATION -  MULLERS GABLE
 LX6852  PID         -  LX6852
 LX6852  STATE/COUNTY-  CT/MIDDLESEX
 LX6852  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6852
 LX6852                         *CURRENT SURVEY CONTROL
 LX6852  ___________________________________________________________________
 LX6852* NAD 83(1996)-  41 32 53.88501(N)    072 33 53.40021(W)     ADJUSTED  
 LX6852* NAVD 88     -                                                        
 LX6852  ___________________________________________________________________
 LX6852  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LX6852  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX6852
 LX6852  HORZ ORDER  -  THIRD
 LX6852
 LX6852.The horizontal coordinates were established by classical geodetic methods
 LX6852.and adjusted by the National Geodetic Survey in August 1998..
 LX6852
 LX6852
 LX6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6852
 LX6852.The geoid height was determined by GEOID03.
 LX6852
 LX6852;                    North         East     Units Scale Factor Converg.
 LX6852;SPC CT       -   231,820.079   320,249.547   MT  0.99998317   +0 07 22.0
 LX6852;SPC CT       -   760,563.04  1,050,685.39   sFT  0.99998317   +0 07 22.0
 LX6852;UTM  18      - 4,602,490.197   703,102.124   MT  1.00010766   +1 36 56.4
 LX6852
 LX6852                          SUPERSEDED SURVEY CONTROL
 LX6852
 LX6852  NAD 83(1992)-  41 32 53.88432(N)    072 33 53.40012(W) AD(       ) 4
 LX6852  NAD 83(1986)-  41 32 53.88616(N)    072 33 53.40225(W) AD(       ) 4
 LX6852  NAD 27      -  41 32 53.52600(N)    072 33 55.07800(W) AD(       ) 3
 LX6852
 LX6852.Superseded values are not recommended for survey control.
 LX6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6852.See file dsdata.txt to determine how the superseded data were derived.
 LX6852
 LX6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0310202490(NAD 83)
 LX6852
 LX6852  HISTORY     - Date     Condition        Report By
 LX6852  HISTORY     - 1935     MONUMENTED       CGS
 LX6852  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6852
 LX6852                          STATION DESCRIPTION
 LX6852
 LX6852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6852'THIS STATION IS ON THE RESIDENCE OF J.V. MULLER, E OF THE RIVER
 LX6852'ROAD, 1.0 MILE N OF THE MAROMAS SCHOOLHOUSE.  JUST AT THIS POINT A
 LX6852'ROAD FROM THE MAROMAS RAILROAD STATION JOINS THE MAIN HIGHWAY.
 LX6852'
 LX6852'THE HOUSE IS A TWO-STORY FRAME STRUCTURE PAINTED WHITE WITH
 LX6852'DARK GREEN TRIM.  THE ROOF SHINGLES ARE ALSO STAINED DARK
 LX6852'GREEN.  A SMALLER TWO-STORY WING IS ATTACHED TO THE EASTERLY SIDE
 LX6852'OF THE HOUSE.
 LX6852'
 LX6852'THERE IS A LARGE RED-BRICK CHIMNEY IN THE MIDDLE OF THE MAIN
 LX6852'HOUSE ALSO A SLIM RED CHIMNEY ON THE WING.  GABLE ENDS FACE NW AND
 LX6852'SE.
 LX6852'
 LX6852'CENTER IS APEX OF SE GABLE.
 LX6852
 LX6852                          STATION RECOVERY (1948)
 LX6852
 LX6852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6852'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4836 ***********************************************************************
 LX4836  DESIGNATION -  MULLIN
 LX4836  PID         -  LX4836
 LX4836  STATE/COUNTY-  CT/WINDHAM
 LX4836  USGS QUAD   -  WILLIMANTIC (1984)
 LX4836
 LX4836                         *CURRENT SURVEY CONTROL
 LX4836  ___________________________________________________________________
 LX4836* NAD 83(1996)-  41 41 13.44148(N)    072 09 25.45595(W)     ADJUSTED  
 LX4836* NAVD 88     -        74.     (meters)     243.     (feet)  VERTCON   
 LX4836  ___________________________________________________________________
 LX4836  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 LX4836  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX4836
 LX4836  HORZ ORDER  -  SECOND
 LX4836
 LX4836.The horizontal coordinates were established by classical geodetic methods
 LX4836.and adjusted by the National Geodetic Survey in August 1998..
 LX4836
 LX4836.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4836
 LX4836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4836
 LX4836.The geoid height was determined by GEOID03.
 LX4836
 LX4836;                    North         East     Units Scale Factor Converg.
 LX4836;SPC CT       -   247,384.778   354,164.126   MT  0.99998672   +0 23 35.3
 LX4836;SPC CT       -   811,628.23  1,161,953.47   sFT  0.99998672   +0 23 35.3
 LX4836;UTM  18      - 4,618,938.220   736,606.009   MT  1.00028896   +1 53 29.8
 LX4836
 LX4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4836!SPC CT       -   0.99999314  x   0.99998672  =   0.99997986
 LX4836!UTM  18      -   0.99999314  x   1.00028896  =   1.00028210
 LX4836
 LX4836|---------------------------------------------------------------------|
 LX4836| PID    Reference Object                     Distance      Geod. Az  |
 LX4836|                                                           dddmmss.s |
 LX4836| LX4837 MULLIN RM 1                           8.999 METERS 21146     |
 LX4836| LX4830 WILLIMANTIC KCE 84 MICROWAVE        APPROX. 4.9 KM 2644225.0 |
 LX4836| CZ6855 MULLIN RM 2                          12.193 METERS 32224     |
 LX4836| CZ6854 MULLIN AZ MK                                       3555235.0 |
 LX4836|---------------------------------------------------------------------|
 LX4836
 LX4836                          SUPERSEDED SURVEY CONTROL
 LX4836
 LX4836  NAD 83(1996)-  41 41 13.44089(N)    072 09 25.45558(W) AD(       ) 2
 LX4836  NAD 83(1992)-  41 41 13.44087(N)    072 09 25.45557(W) AD(       ) 2
 LX4836  NAD 83(1992)-  41 41 13.44153(N)    072 09 25.45685(W) AD(       ) 2
 LX4836  NAD 83(1986)-  41 41 13.44179(N)    072 09 25.45673(W) AD(       ) 2
 LX4836  NAD 27      -  41 41 13.08479(N)    072 09 27.17865(W) AD(       ) 2
 LX4836  NGVD 29 (07/19/86)   74.     (m)          243.     (f) VERT ANG       
 LX4836
 LX4836.Superseded values are not recommended for survey control.
 LX4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4836.See file dsdata.txt to determine how the superseded data were derived.
 LX4836
 LX4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3660618938(NAD 83)
 LX4836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4836+STABILITY: SURFACE MOTION
 LX4836
 LX4836  HISTORY     - Date     Condition        Report By
 LX4836  HISTORY     - 1975     MONUMENTED       NGS
 LX4836  HISTORY     - 19961125 GOOD             USPSQD
 LX4836
 LX4836                          STATION DESCRIPTION
 LX4836
 LX4836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4836'THE STATION IS ABOUT 3 MILES SOUTHEAST OF WILLIMANTIC, 1 MILE
 LX4836'NORTHEAST OF SOUTH WINDHAM, 1 MILE SOUTH OF WINDHAM AND ON ROAD
 LX4836'RIGHT-OF-WAY.
 LX4836'
 LX4836'TO REACH THE STATION FROM THE POST OFFICE IN WINDHAM, AT THE
 LX4836'JUNCTION OF STATE HIGHWAYS 14 AND 203, GO SOUTH AND SOUTHWEST ON
 LX4836'HIGHWAY 203 FOR 0.75 MILE TO THE AZIMUTH MARK ON THE RIGHT AND A
 LX4836'ROAD FORK.  TAKE THE LEFT FORK AND GO SOUTH ON JERUSALEM ROAD FOR
 LX4836'0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4836'
 LX4836'THE STATION MARKS ARE STANDARD DISKS STAMPED MULLIN 1975.  THE
 LX4836'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LX4836'GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LX4836'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LX4836'ARE 70 FEET SOUTH OF A DRIVEWAY, 47.5 FEET WEST-SOUTHWEST OF
 LX4836'TELEPHONE POLE NUMBER 376, 25 FEET EAST OF ROCK FENCE AND 19
 LX4836'FEET NORTHWEST OF THE CENTER OF JERUSALEM ROAD.
 LX4836'
 LX4836'REFERENCE MARK 1, STAMPED MULLIN NO 1 1975, IS A STANDARD DISK
 LX4836'CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT IS FLUSH ON THE
 LX4836'EAST SIDE AND PROJECTS 6 INCHES ON THE WEST SIDE.  IT IS 37 FEET
 LX4836'WEST OF THE ROAD, 6 FEET EAST OF A ROCK FENCE AND 3.9 FEET NORTH
 LX4836'OF A METAL WITNESS POST.
 LX4836'
 LX4836'REFERENCE MARK 2, STAMPED MULLIN NO 2 1975, IS A STANDARD DISK
 LX4836'CEMENTED IN A DRILL HOLE IN A 2-FOOT BOULDER THAT IS FLUSH ON
 LX4836'THE EAST SIDE AND PROJECTS 6 INCHES ON THE WEST SIDE.  IT IS 39
 LX4836'FEET WEST OF THE CENTER OF THE ROAD, 14 FEET SOUTH OF A 2-FOOT
 LX4836'TREE, 6 FEET SOUTHWEST OF A METAL WITNESS POST AND 3 FEET EAST
 LX4836'OF A ROCK FENCE.
 LX4836'
 LX4836'AZIMUTH MARK, STAMPED MULLIN AZ MK 1975, IS A STANDARD REFERENCE
 LX4836'MARK DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 LX4836'CATCH BASIN.  IT IS 66 FEET NORTH OF THE JUNCTION OF HIGHWAY 203
 LX4836'AND JERUSALEM ROAD, 43 FEET WEST OF TELEPHONE POLE NUMBER 369, 23
 LX4836'FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NUMBER 369S, 15 FEET
 LX4836'NORTHWEST OF THE CENTER OF HIGHWAY 203 AND 14.7 FEET SOUTHEAST
 LX4836'OF A ROCK FENCE AND METAL WITNESS POST.
 LX4836'
 LX4836'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LX4836
 LX4836                          STATION RECOVERY (1996)
 LX4836
 LX4836'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX4836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5253 ***********************************************************************
 LX5253  DESIGNATION -  MUMFORD POINT
 LX5253  PID         -  LX5253
 LX5253  STATE/COUNTY-  CT/NEW LONDON
 LX5253  USGS QUAD   -  NEW LONDON (1984)
 LX5253
 LX5253                         *CURRENT SURVEY CONTROL
 LX5253  ___________________________________________________________________
 LX5253* NAD 83(1996)-  41 18 44.15059(N)    072 01 48.68665(W)     ADJUSTED  
 LX5253* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5253  ___________________________________________________________________
 LX5253  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LX5253  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX5253
 LX5253  HORZ ORDER  -  THIRD
 LX5253
 LX5253.The horizontal coordinates were established by classical geodetic methods
 LX5253.and adjusted by the National Geodetic Survey in August 1998..
 LX5253
 LX5253.The orthometric height was scaled from a topographic map.
 LX5253
 LX5253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5253
 LX5253.The geoid height was determined by GEOID03.
 LX5253
 LX5253;                    North         East     Units Scale Factor Converg.
 LX5253;SPC CT       -   205,840.115   365,073.907   MT  0.99999057   +0 28 38.2
 LX5253;SPC CT       -   675,327.11  1,197,746.64   sFT  0.99999057   +0 28 38.2
 LX5253;SPC NY L     -   129,073.551   464,936.245   MT  1.00002739   +1 17 18.3
 LX5253;SPC NY L     -   423,468.81  1,525,378.33   sFT  1.00002739   +1 17 18.3
 LX5253;UTM  18      - 4,577,677.594   748,597.497   MT  1.00036064   +1 57 41.6
 LX5253;UTM  19      - 4,577,852.487   246,347.471   MT  1.00039190   -2 00 05.3
 LX5253
 LX5253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5253!SPC CT       -   1.00000486  x   0.99999057  =   0.99999543
 LX5253!SPC NY L     -   1.00000486  x   1.00002739  =   1.00003225
 LX5253!UTM  18      -   1.00000486  x   1.00036064  =   1.00036550
 LX5253!UTM  19      -   1.00000486  x   1.00039190  =   1.00039676
 LX5253
 LX5253|---------------------------------------------------------------------|
 LX5253| PID    Reference Object                     Distance      Geod. Az  |
 LX5253|                                                           dddmmss.s |
 LX5253| CZ6857 MUMFORD POINT RM 2                   28.770 METERS 03829     |
 LX5253| LX5279 DODDS CHIMNEY                       APPROX. 1.3 KM 0822342.5 |
 LX5253| LX5281 MANDALAY FLAGPOLE                   APPROX. 1.6 KM 1001733.0 |
 LX5253| LX5282 WESTERNS FLAGPOLE                   APPROX. 1.7 KM 1102435.8 |
 LX5253| LX5280 WESTERNS CHIMNEY                    APPROX. 1.7 KM 1104657.6 |
 LX5253| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 4.0 KM 2595045.5 |
 LX5253| LX5201 THE OASIS CHIMNEY                   413.862 METERS 3063535.6 |
 LX5253| LX5327 BLUFF                               448.987 METERS 3175419.8 |
 LX5253| CZ6856 MUMFORD POINT RM 1                   24.780 METERS 32519     |
 LX5253|---------------------------------------------------------------------|
 LX5253
 LX5253                          SUPERSEDED SURVEY CONTROL
 LX5253
 LX5253  NAD 83(1992)-  41 18 44.14937(N)    072 01 48.68572(W) AD(       ) 3
 LX5253  NAD 83(1986)-  41 18 44.15015(N)    072 01 48.69096(W) AD(       ) 3
 LX5253  NAD 27      -  41 18 43.79900(N)    072 01 50.42500(W) AD(       ) 3
 LX5253
 LX5253.Superseded values are not recommended for survey control.
 LX5253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5253.See file dsdata.txt to determine how the superseded data were derived.
 LX5253
 LX5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4859777678(NAD 83)
 LX5253_MARKER: DS = TRIANGULATION STATION DISK
 LX5253_SETTING: 80 = SET IN A BOULDER
 LX5253_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5253+STABILITY: SURFACE MOTION
 LX5253
 LX5253  HISTORY     - Date     Condition        Report By
 LX5253  HISTORY     - 1934     MONUMENTED       CGS
 LX5253  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX5253  HISTORY     - 1971     MARK NOT FOUND   CTGS
 LX5253  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5253  HISTORY     - 20020128 GOOD             USPSQD
 LX5253
 LX5253                          STATION DESCRIPTION
 LX5253
 LX5253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5253'THE STATION IS LOCATED ON MUMFORD POINT AT THE W SIDE OF THE
 LX5253'ENTRANCE TO MUMFORD COVE AND E OF BLUFF POINT.  IT IS MARKED BY
 LX5253'A STANDARD DISC SET IN A DRILL HOLE IN THE TOP OF A BOULDER 6
 LX5253'METERS W OF HIGH WATER MARK AND 2 METERS ABOVE HIGH WATER LEVEL.
 LX5253'
 LX5253'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5253'IN A BOULDER.  REFERENCE MARKS NO. 1 AND
 LX5253'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER.
 LX5253'
 LX5253'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LX5253'HOLES IN THE TOPS OF TWO BOULDERS NW AND NE OF THE STATION
 LX5253'RESPECTIVELY.
 LX5253'
 LX5253'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5253
 LX5253                          STATION RECOVERY (1966)
 LX5253
 LX5253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5253'RM 2 RECOVERED AS DESCRIBED 33 FT. TO MHW LINE---DISK HOLE FOR
 LX5253'STATION FOUND IN TOPPLED OVER ROCK.
 LX5253'
 LX5253'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5253'3 MILES SOUTH OF POQUONNOCK BRIDGE.
 LX5253
 LX5253                          STATION RECOVERY (1971)
 LX5253
 LX5253'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5253'STATION WAS DESTROYED BY THE OCEAN.  R.M. 1 AND R.M. 2 ARE IN
 LX5253'GOOD CONDITION.
 LX5253
 LX5253                          STATION RECOVERY (1984)
 LX5253
 LX5253'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5253'MUMFORD PT NO. 2 1934 RECOVERED GOOD.
 LX5253'
 LX5253'THIS WAS THE ONLY MARK FOUND IN THE AREA.  R. M. 1 HAS BEEN COVERED
 LX5253'WITH ABOUT 2 FT. OF GRAVEL BROUGHT IN BY WAVE ACTION.  STATION WAS
 LX5253'NOT FOUND.
 LX5253
 LX5253                          STATION RECOVERY (2002)
 LX5253
 LX5253'RECOVERY NOTE BY US POWER SQUADRON 2002 (JR)
 LX5253'REFERENCE MARK 3 IS WELL COVERED BY THORNS AND BRUSH.  IN ORDER TO SEE
 LX5253'THE MARK AT LEAST 200 YARDS OF THORNS AND BRUSH MUST BE TRAVERSED.
 LX5253'THE GPS READING OVER THE MARK IS, N41 19.5 AND W072 01.547.  READING
 LX5253'WAS WITH AN ETECH GARMIN GPS OVER A 5 MIN TIME PERIOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6030 ***********************************************************************
 LX6030  DESIGNATION -  MURATS CHIMNEY
 LX6030  PID         -  LX6030
 LX6030  STATE/COUNTY-  CT/MIDDLESEX
 LX6030  USGS QUAD   -  DEEP RIVER (1971)
 LX6030
 LX6030                         *CURRENT SURVEY CONTROL
 LX6030  ___________________________________________________________________
 LX6030* NAD 83(1996)-  41 27 48.73681(N)    072 28 30.52734(W)     ADJUSTED  
 LX6030* NAVD 88     -                                                        
 LX6030  ___________________________________________________________________
 LX6030  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LX6030  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX6030
 LX6030  HORZ ORDER  -  THIRD
 LX6030
 LX6030.The horizontal coordinates were established by classical geodetic methods
 LX6030.and adjusted by the National Geodetic Survey in August 1998..
 LX6030
 LX6030
 LX6030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6030
 LX6030.The geoid height was determined by GEOID03.
 LX6030
 LX6030;                    North         East     Units Scale Factor Converg.
 LX6030;SPC CT       -   222,426.066   327,762.284   MT  0.99998389   +0 10 56.1
 LX6030;SPC CT       -   729,742.85  1,075,333.43   sFT  0.99998389   +0 10 56.1
 LX6030;UTM  18      - 4,593,293.597   710,857.956   MT  1.00014719   +1 40 20.7
 LX6030
 LX6030                          SUPERSEDED SURVEY CONTROL
 LX6030
 LX6030  NAD 83(1992)-  41 27 48.73603(N)    072 28 30.52714(W) AD(       ) 4
 LX6030  NAD 83(1986)-  41 27 48.73782(N)    072 28 30.52965(W) AD(       ) 4
 LX6030  NAD 27      -  41 27 48.37800(N)    072 28 32.23100(W) AD(       ) 3
 LX6030
 LX6030.Superseded values are not recommended for survey control.
 LX6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6030.See file dsdata.txt to determine how the superseded data were derived.
 LX6030
 LX6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1085893294(NAD 83)
 LX6030
 LX6030  HISTORY     - Date     Condition        Report By
 LX6030  HISTORY     - 1934     MONUMENTED       CGS
 LX6030  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6030  HISTORY     - 1989     GOOD             USPSQD
 LX6030
 LX6030                          STATION DESCRIPTION
 LX6030
 LX6030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6030'THE ROAD TO HADDAM VIEW TURNS OFF ROUTE 9 1.1 MILES ABOVE THE
 LX6030'INTERSECTION OF ROUTE 80.  THE RESIDENCE OF RONALD MURAT IS ON
 LX6030'THE S SIDE OF THIS ROAD 1/4 MILE EASTERLY OF ROUTE 9.
 LX6030'
 LX6030'THE HOUSE IS A TWO-STORY FRAME STRUCTURE PAINTED WHITE WITH
 LX6030'GREEN TRIM.  GABLES OF THE HOUSE FACE N AND S.  A ONE-STORY
 LX6030'WING IS ATTACHED TO THE S END NEAR THE SW CORNER OF THE HOUSE.  A
 LX6030'PORCH ALONG THE EASTERLY SIDE OF THE WING MAKES IT ABOUT THE
 LX6030'SAME WIDTH AS MAIN HOUSE.
 LX6030'
 LX6030'TWO REDDISH CHIMNEYS SHOW.  ONE IS A LITTLE S OF THE MIDDLE
 LX6030'OF THE MAIN HOUSE AND ONE IS NEAR THE N END OF THE WING.  THAT
 LX6030'ON THE MAIN HOUSE IS THE HIGHER.
 LX6030'
 LX6030'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6030'
 LX6030'IT IS ABOUT 26 METERS S OF CENTER LINE OF ROAD.
 LX6030
 LX6030                          STATION RECOVERY (1948)
 LX6030
 LX6030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6030'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6030
 LX6030                          STATION RECOVERY (1989)
 LX6030
 LX6030'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX6030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5870 ***********************************************************************
 LX5870  DESIGNATION -  MURDOCK 2
 LX5870  PID         -  LX5870
 LX5870  STATE/COUNTY-  CT/MIDDLESEX
 LX5870  USGS QUAD   -  ESSEX (1977)
 LX5870
 LX5870                         *CURRENT SURVEY CONTROL
 LX5870  ___________________________________________________________________
 LX5870* NAD 83(1996)-  41 17 06.70009(N)    072 28 20.18796(W)     ADJUSTED  
 LX5870* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 LX5870  ___________________________________________________________________
 LX5870  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LX5870  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX5870
 LX5870  HORZ ORDER  -  THIRD
 LX5870
 LX5870.The horizontal coordinates were established by classical geodetic methods
 LX5870.and adjusted by the National Geodetic Survey in August 1998..
 LX5870
 LX5870.The orthometric height was scaled from a topographic map.
 LX5870
 LX5870.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5870
 LX5870.The geoid height was determined by GEOID03.
 LX5870
 LX5870;                    North         East     Units Scale Factor Converg.
 LX5870;SPC CT       -   202,620.147   328,065.877   MT  0.99999249   +0 11 02.9
 LX5870;SPC CT       -   664,762.93  1,076,329.46   sFT  0.99999249   +0 11 02.9
 LX5870;SPC NY L     -   125,328.591   427,976.380   MT  1.00002369   +0 59 57.3
 LX5870;SPC NY L     -   411,182.22  1,404,119.17   sFT  1.00002369   +0 59 57.3
 LX5870;UTM  18      - 4,573,499.025   711,675.627   MT  1.00015146   +1 40 06.3
 LX5870
 LX5870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5870!SPC CT       -   0.99999979  x   0.99999249  =   0.99999228
 LX5870!SPC NY L     -   0.99999979  x   1.00002369  =   1.00002348
 LX5870!UTM  18      -   0.99999979  x   1.00015146  =   1.00015125
 LX5870
 LX5870                          SUPERSEDED SURVEY CONTROL
 LX5870
 LX5870  NAD 83(1992)-  41 17 06.69918(N)    072 28 20.18769(W) AD(       ) 3
 LX5870  NAD 83(1986)-  41 17 06.70122(N)    072 28 20.19107(W) AD(       ) 3
 LX5870  NAD 27      -  41 17 06.33500(N)    072 28 21.86100(W) AD(       ) 3
 LX5870
 LX5870.Superseded values are not recommended for survey control.
 LX5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5870.See file dsdata.txt to determine how the superseded data were derived.
 LX5870
 LX5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1167673499(NAD 83)
 LX5870
 LX5870  HISTORY     - Date     Condition        Report By
 LX5870  HISTORY     - 1882     MONUMENTED       CGS
 LX5870  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5870  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5870
 LX5870                          STATION DESCRIPTION
 LX5870
 LX5870'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (JPB)
 LX5870'ON GROUND OWNED BY JOSEPH PENDLETON, WESTBROOK, CONNECTICUT, IN
 LX5870'AN OPEN FIELD SOME DISTANCE SOUTHERLY FROM THE OLD NEW HAVEN
 LX5870'TURNPIKE.  A FENCE CORNER NEAR BARS IS 47.4 FEET FROM STATION.  A
 LX5870'FENCE IN THE DIRECTION OF PENDLETONS HOUSE AND ON A LINE AWAY
 LX5870'FROM STATION DUCK ISLAND IS DISTANT 21.7 FEET.  THESE FENCES
 LX5870'ARE OF STONE.  STATION WAS MARKED BY A FLOWER POT AND SPIKE
 LX5870'PLACED 14 INCHES BELOW SURFACE OF GROUND.  LATER A PIECE OF
 LX5870'VITRIFIED PIPE 4 INCHES IN DIAMETER AND 8 INCHES LONG WAS
 LX5870'PLACED DIRECTLY UNDER CENTER AND 20 INCHES BELOW SURFACE,
 LX5870'CENTER INDICATED BY COPPER TACK IN WOODEN PLUG.  NOT KNOWN IF
 LX5870'FLOWER POT WAS REPLACED OVER PIPE.  SURFACE MARK IS TACK IN
 LX5870'2- BY 4- INCH SCANTLING.  THREE STONES, EVEN WITH GROUND,
 LX5870'HAD 1/2 INCH HOLES DRILLED IN THEM--FROM NO.1 SIGNAL IS N 2
 LX5870'DEG 30 MIN E, 20.9 FEET.  FROM NO.2 TO SIGNAL IS N 55 DEG
 LX5870'W, 35.05 FEET.  NO.3 IS LOCATED JUST BESIDE S BARS POST, AND IS
 LX5870'JUST W OF STATION, 41.5 FEET.  FENCE AT NEAR POINT ON LINE
 LX5870'TO DUCK ISLAND IS 21.7 FEET FROM STATION.  FENCE CORNER 47.4
 LX5870'FEET FROM STATION.
 LX5870
 LX5870                          STATION RECOVERY (1934)
 LX5870
 LX5870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5870'RECOVERED AS DESCRIBED.  THE PROPERTY IS NOW THE SALT MEADOW
 LX5870'ESTATE OF LAPE AND READ.  SUB-SURFACE MARK OF TACK CENTERED IN
 LX5870'STUB INSIDE OF 4-INCH TILE WAS LEFT IN POSITION.
 LX5870'
 LX5870'NEW SURFACE MARK OF STANDARD DISK SET IN A SQUARE CONCRETE
 LX5870'MONUMENT WAS ESTABLISHED.
 LX5870'
 LX5870'REFERENCE MARK NO.1, REFERENCE MARK NO.2, AND REFERENCE MARK
 LX5870'NO.3 WERE RECOVERED.  REFERENCE MARK NO.1 AND REFERENCE MARK
 LX5870'NO.2 WERE RE-MARKED WITH STANDARD DISKS.  REFERENCE MARK NO.3
 LX5870'WAS NOT RE-MARKED.
 LX5870'
 LX5870'REFERENCE MARK NO.1 BEARS S 7 DEG W (MAGNETIC) AND IS 6.39
 LX5870'METERS DISTANT.  REFERENCE MARK NO.2 BEARS S 50 DEG E (MAGNETIC)
 LX5870'AND IS 10.67 METERS DISTANT.  REFERENCE MARK NO.1 TO REFERENCE
 LX5870'MARK NO.2 IS 9.07 METERS.  STATION WAS NOT OCCUPIED SO NO
 LX5870'AZIMUTHS OF REFERENCE MARKS CAN BE GIVEN.
 LX5870
 LX5870                          STATION RECOVERY (1960)
 LX5870
 LX5870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5870'STATION AND REFERENCE MARKS 2 AND 3 RECOVERED IN GOOD CONDITION.
 LX5870'
 LX5870'REFERENCE MARK 1 COULD NOT BE FOUND.
 LX5870'
 LX5870'STATION IS ON THE ESTATE OF LAPE AND READ, AS DESCRIBED, NEAR
 LX5870'TOP OF HILL SOUTH OF HOUSE.  THE STATION IS JUST SOUTH OF THE
 LX5870'STONE WALL DIVIDING THE LARGE OPEN FIELD IN HALF.
 LX5870'
 LX5870'TO REACH STATION FROM EXIT 64 ON CONNECTICUT TURNPIKE, GO
 LX5870'SOUTH ON CONN. 145 AND TAKE FIRST ROAD TO RIGHT (EAST), TO
 LX5870'ENTRANCE OF LAPE AND READ ESTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3762 ***********************************************************************
 LX3762  DESIGNATION -  MURRAY
 LX3762  PID         -  LX3762
 LX3762  STATE/COUNTY-  CT/FAIRFIELD
 LX3762  USGS QUAD   -  WESTPORT (1975)
 LX3762
 LX3762                         *CURRENT SURVEY CONTROL
 LX3762  ___________________________________________________________________
 LX3762* NAD 83(1996)-  41 11 41.02694(N)    073 17 09.61438(W)     ADJUSTED  
 LX3762* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 LX3762  ___________________________________________________________________
 LX3762  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 LX3762  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX3762
 LX3762  HORZ ORDER  -  SECOND
 LX3762
 LX3762.The horizontal coordinates were established by classical geodetic methods
 LX3762.and adjusted by the National Geodetic Survey in August 1998..
 LX3762
 LX3762.The orthometric height was scaled from a topographic map.
 LX3762
 LX3762.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3762
 LX3762.The geoid height was determined by GEOID03.
 LX3762
 LX3762;                    North         East     Units Scale Factor Converg.
 LX3762;SPC CT       -   192,675.365   259,837.065   MT  1.00000054   -0 21 19.4
 LX3762;SPC CT       -   632,135.76    852,482.10   sFT  1.00000054   -0 21 19.4
 LX3762;UTM  18      - 4,561,790.398   643,727.485   MT  0.99985424   +1 07 44.6
 LX3762
 LX3762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3762!SPC CT       -   0.99998700  x   1.00000054  =   0.99998754
 LX3762!UTM  18      -   0.99998700  x   0.99985424  =   0.99984124
 LX3762
 LX3762:                Primary Azimuth Mark                     Grid Az
 LX3762:SPC CT       -  AIRWAY BEACON 1                          002 15 04.4
 LX3762:UTM  18      -  AIRWAY BEACON 1                          000 46 00.4
 LX3762
 LX3762|---------------------------------------------------------------------|
 LX3762| PID    Reference Object                     Distance      Geod. Az  |
 LX3762|                                                           dddmmss.s |
 LX3762| LX3813 AIRWAY BEACON 1                     APPROX. 6.3 KM 0015345.0 |
 LX3762| LX3748 BRIDGEPORT REMINGTON ARMS TANK      APPROX. 9.7 KM 0952744.7 |
 LX3762| LX3736 BRIDGEPORT ST AUGUST CATH CH        APPROX. 7.8 KM 1015900.7 |
 LX3762| LX3750 WICC NORTH RADIO TOWER              APPROX.10.8 KM 1100940.8 |
 LX3762| LX3751 WICC SOUTH RADIO TOWER              APPROX.11.0 KM 1110158.2 |
 LX3762| LX3731 BRIDGEPORT BLACK ROCK HBR GAS       APPROX. 7.4 KM 1160745.0 |
 LX3762| LX3734 BRIDGEPORT CRANE CO TANK            APPROX. 7.7 KM 1163901.9 |
 LX3762| LX3733 BRIDGEPORT CRANE CO STACK           APPROX. 7.7 KM 1164927.6 |
 LX3762| LX3728 FAIRFIELD BULLARD TANK              APPROX. 5.9 KM 1281536.3 |
 LX3762| LX3761 FAIRFIELD DUPONT STACK              APPROX. 6.1 KM 1633908.7 |
 LX3762| LX3763 FAIRFIELD ALCO STACK                APPROX. 6.1 KM 1673505.9 |
 LX3762| LX3764 FAIRFIELD WARNER ESTATE TANK        APPROX. 4.7 KM 1750533.2 |
 LX3762| LX3760 SOUTHPORT CONG CHURCH SPIRE         APPROX. 6.6 KM 1802145.6 |
 LX3762| LX3766 SOUTHPORT EPIS CHURCH SPIRE         APPROX. 6.8 KM 1810732.9 |
 LX3762| LX3765 GREENFIELD CHURCH SPIRE             APPROX. 2.1 KM 1951054.2 |
 LX3762| LX3756 SOUTHPORT GREENS FARM CH SPIRE      APPROX. 7.5 KM 2094235.9 |
 LX3762| LX3769 COMPO HILL                          APPROX.10.5 KM 2102014.1 |
 LX3762|---------------------------------------------------------------------|
 LX3762
 LX3762                          SUPERSEDED SURVEY CONTROL
 LX3762
 LX3762  NAD 83(1992)-  41 11 41.02638(N)    073 17 09.61290(W) AD(       ) 2
 LX3762  NAD 83(1986)-  41 11 41.02844(N)    073 17 09.61611(W) AD(       ) 2
 LX3762  NAD 27      -  41 11 40.68400(N)    073 17 11.19900(W) AD(       ) 2
 LX3762
 LX3762.Superseded values are not recommended for survey control.
 LX3762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3762.See file dsdata.txt to determine how the superseded data were derived.
 LX3762
 LX3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4372761790(NAD 83)
 LX3762_MARKER: Z = SEE DESCRIPTION
 LX3762_SETTING: 0 = UNSPECIFIED SETTING
 LX3762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3762
 LX3762  HISTORY     - Date     Condition        Report By
 LX3762  HISTORY     - 1932     MONUMENTED       CGS
 LX3762  HISTORY     - 1934     SEE DESCRIPTION  CTGS
 LX3762  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3762  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3762  HISTORY     - 1982     GOOD             NGS
 LX3762  HISTORY     - 19920904 GOOD             USPSQD
 LX3762
 LX3762                          STATION DESCRIPTION
 LX3762
 LX3762'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX3762'STATION IS MARKED BY A 1-1/4 INCH HOLE IN THE CENTER OF THE BALL
 LX3762'ON A TANK WHICH IS LOCATED ON A HILL KNOWN LOCALLY AS PAVEMENT
 LX3762'HILL.  THIS TANK WHICH IS OWNED BY THE BRIDGEPORT HYDRAULIC
 LX3762'COMPANY IS APPROXIMATELY 55 FEET HIGH AND IS OF VERY SOLID
 LX3762'CONSTRUCTION.  IT IS BEST REACHED BY TAKING THE MILL PLAIN ROAD
 LX3762'N OUT OF FAIRFIELD FOR APPROXIMATELY 4 MILES.
 LX3762
 LX3762                          STATION RECOVERY (1934)
 LX3762
 LX3762'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1934
 LX3762'STATION IS ON BURR ROAD ABOUT 4 MILES NORTHERLY FROM FAIRFIELD
 LX3762'RAILROAD STATION VIA UNQUOWA ROAD, AND MILL PLAIN ROAD.  STATION
 LX3762'IS A 40-FOOT DIAMETER WATER TANK ABOUT 55 FEET HIGH, OWNED BY THE
 LX3762'BRIDGEPORT HYDRAULIC COMPANY, ON E SIDE OF BURR ROAD ABOUT 0.4
 LX3762'MILE N OF ITS INTERSECTION WITH CONGRESS STREET, AND ABOUT 0.6
 LX3762'MILE S OF ITS INTERSECTION WITH HEMLOCK ROAD.
 LX3762'
 LX3762'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT.
 LX3762
 LX3762                          STATION RECOVERY (1959)
 LX3762
 LX3762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3762'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.
 LX3762'
 LX3762'ADDITIONAL COMMENT--TANK IS COATED WITH ALUMINUM PAINT.  ON
 LX3762'THE S FACE OF THE TANK, AT TOP OF LADDER, IS A BLACK POLE MAST
 LX3762'WHICH EXTENDS ABOUT 15 FT. ABOVE THE ELEVATION OF BALL NOTED IN
 LX3762'THE 1932 DESCRIPTION.
 LX3762'
 LX3762'DIRECTIONS FOR REACHING, NOTED IN 32 AND 33 DESCRIPTIONS ARE
 LX3762'CORRECT AND SUFFICIENT.  STATION IS JUST N OF THE MERRITT PARKWAY,
 LX3762'AND NE OF THE BURR ROAD BRIDGE OVER THIS PARKWAY.  NEAREST ACCESS
 LX3762'BY CAR FROM THE PARKWAY IS BLACK ROCK TURNPIKE, A MILE TO THE E
 LX3762'OF THE STATION.  IF GOING E ON THE PARKWAY, TURN S AT BLACK ROCK
 LX3762'EXIT FOR ABOUT 0.1 MILE TO SIGN, GREENFIELD HILL.  TURN RIGHT
 LX3762'AND GO W UNTIL BURR ROAD IS REACHED.  TURN RIGHT AND GO N ON
 LX3762'BURR ROAD.  STATION WILL BE SEEN ON RIGHT FROM BRIDGE OVER
 LX3762'THE PARKWAY.
 LX3762
 LX3762                          STATION RECOVERY (1972)
 LX3762
 LX3762'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3762'WATER TANK RECOVERED AS DESCRIBED.  IT IS PAINTED GREEN AND IS IN
 LX3762'EXCELLENT CONDITION.
 LX3762
 LX3762                          STATION RECOVERY (1982)
 LX3762
 LX3762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3762'THE STATION WHICH IS A 0.03 METER (0.10 FT) HOLE IN THE
 LX3762'CENTER OF THE BALL AT THE TOP CENTER OF A WATER TANK
 LX3762'WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  AN
 LX3762'EDM TRAVERSE CONNECTION WAS MADE TO STATION MURRAY 2.
 LX3762'SEE DESCRIPTION THEREOF.  NO OTHER OBSERVATION WAS
 LX3762'MADE FROM THIS STATION AT THIS RECOVERY.
 LX3762'
 LX3762'DESCRIBED BY E.D. WEGNER, CHECKED BY V.D. NOVAK.
 LX3762
 LX3762                          STATION RECOVERY (1992)
 LX3762
 LX3762'RECOVERY NOTE BY US POWER SQUADRON 1992 (RMM)
 LX3762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7445 ***********************************************************************
 LX7445  DESIGNATION -  MURRAY 2
 LX7445  PID         -  LX7445
 LX7445  STATE/COUNTY-  CT/FAIRFIELD
 LX7445  USGS QUAD   -  WESTPORT (1975)
 LX7445
 LX7445                         *CURRENT SURVEY CONTROL
 LX7445  ___________________________________________________________________
 LX7445* NAD 83(1996)-  41 11 39.78747(N)    073 17 12.15445(W)     ADJUSTED  
 LX7445* NAVD 88     -       112.98   (+/-2cm)     370.7    (feet)  VERTCON   
 LX7445  ___________________________________________________________________
 LX7445  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 LX7445  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX7445
 LX7445  HORZ ORDER  -  SECOND
 LX7445  VERT ORDER  -  THIRD (See Below)
 LX7445
 LX7445.The horizontal coordinates were established by classical geodetic methods
 LX7445.and adjusted by the National Geodetic Survey in August 1998..
 LX7445
 LX7445.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7445.The vertical order pertains to the NGVD 29 superseded value.
 LX7445
 LX7445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7445
 LX7445.The geoid height was determined by GEOID03.
 LX7445
 LX7445;                    North         East     Units Scale Factor Converg.
 LX7445;SPC CT       -   192,637.496   259,777.640   MT  1.00000057   -0 21 21.1
 LX7445;SPC CT       -   632,011.52    852,287.14   sFT  1.00000057   -0 21 21.1
 LX7445;UTM  18      - 4,561,751.008   643,669.069   MT  0.99985403   +1 07 42.9
 LX7445
 LX7445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7445!SPC CT       -   0.99998695  x   1.00000057  =   0.99998752
 LX7445!UTM  18      -   0.99998695  x   0.99985403  =   0.99984098
 LX7445
 LX7445|---------------------------------------------------------------------|
 LX7445| PID    Reference Object                     Distance      Geod. Az  |
 LX7445|                                                           dddmmss.s |
 LX7445| CR9709 MURRAY 2 RM 1                        19.372 METERS 04922     |
 LX7445| CR9710 MURRAY 2 RM 2                         9.247 METERS 15122     |
 LX7445|---------------------------------------------------------------------|
 LX7445
 LX7445                          SUPERSEDED SURVEY CONTROL
 LX7445
 LX7445  NAD 83(1992)-  41 11 39.78658(N)    073 17 12.15365(W) AD(       ) 2
 LX7445  NAD 83(1986)-  41 11 39.78887(N)    073 17 12.15637(W) AD(       ) 2
 LX7445  NAD 83(1986)-  41 11 39.78880(N)    073 17 12.15643(W) AD(       ) 2
 LX7445  NGVD 29 (10/23/89)  113.31   (m)          371.8    (f) LEVELING    3  
 LX7445
 LX7445.Superseded values are not recommended for survey control.
 LX7445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7445.See file dsdata.txt to determine how the superseded data were derived.
 LX7445
 LX7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4366961751(NAD 83)
 LX7445_MARKER: DS = TRIANGULATION STATION DISK
 LX7445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7445+STABILITY: SURFACE MOTION
 LX7445
 LX7445  HISTORY     - Date     Condition        Report By
 LX7445  HISTORY     - 1982     MONUMENTED       NGS
 LX7445  HISTORY     - 1983     GOOD             NGS
 LX7445  HISTORY     - 19920904 GOOD             USPSQD
 LX7445
 LX7445                          STATION DESCRIPTION
 LX7445
 LX7445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7445'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTHEAST
 LX7445'OF NORWALK, 8.0 KM (5.0 MI) WEST OF BRIDGEPORT,
 LX7445'6.4 KM (4.0 MI) NORTH-NORTHWEST OF FAIRFIELD
 LX7445'AND 23 METERS (75 FT) NORTH OF THE SOUTHBOUND
 LX7445'LANE OF STATE ROUTE 15 (MERRIT PARKWAY).
 LX7445'OWNERSHIP--MR JOHN G BETAR JR, STATE NATIONAL TOWER,
 LX7445'10 MIDDLE STREET, BRIDGEPORT CT 06605.
 LX7445'
 LX7445'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7445'ROUTES 15 AND 58 WHICH IS 6.4 KM (4.0 MI) NORTH-NORTHWEST
 LX7445'OF FAIRFIELD, GO SOUTHWEST ON ROUTE 58 FOR 0.1 KM (0.05 MI)
 LX7445'TO A CROSSROAD.  TURN RIGHT, WEST, ON CONGRESS STREET.
 LX7445'THIS STREET IS ALSO THE ON RAMP FOR NORTHBOUND ROUTE 15.
 LX7445'DO NOT GET ON ROUTE 15, GO WEST ON CONGRESS STREET
 LX7445'FOR 1.8 KM (1.15 MI) TO A FOUR WAY STOP INTERSECTION.  TURN
 LX7445'RIGHT, NORTH, ON BURR STREET AND GO 0.7 KM (0.45 MI)
 LX7445'TO A WOODS ROAD LEFT JUST AFTER CROSSING AN OVERPASS
 LX7445'ABOVE ROUTE 15.  TURN LEFT, WEST, ON THE WOODS ROAD
 LX7445'AND GO 0.1 KM (0.05 MI) TO THE STATION AS DESCRIBED.
 LX7445'
 LX7445'THE STATION IS A STANDARD NGS DISK
 LX7445'STAMPED---MURRAY 2 1982---,
 LX7445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7445'FLUSH WITH GROUND.  IT IS LOCATED
 LX7445'44.5 METERS (146.0 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 LX7445'PAVED ROAD,
 LX7445'18.9 METERS (62.0 FT) WEST-NORTHWEST FROM A MULTIPLE TRUNKED PINE
 LX7445'TREE,
 LX7445'11.6 METERS (38.0 FT) NORTH FROM THE EDGE OF A HIGH ROCK BANK
 LX7445'THAT IS ABOVE ROUTE 15 AND
 LX7445'1.98 METERS (6.5 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 LX7445'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7445'STAMPED---MURRAY 2 1982---,
 LX7445'SET INTO AN IRREGULAR MASS OF CONCRETE 0.6 METER BELOW THE SURFACE.
 LX7445'
 LX7445'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7445'STAMPED---MURRAY 2 NO 1 1982---,
 LX7445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7445'FLUSH WITH GROUND.  IT IS LOCATED
 LX7445'25.3 METERS (83.0 FT) WEST-SOUTHWEST FROM THE CENTER OF THE PAVED
 LX7445'ROAD,
 LX7445'14.6 METERS (48.0 FT) NORTH FROM THE MULTIPLE TRUNKED PINE TREE,
 LX7445'4.6 METERS (15.0 FT) NORTHEAST FROM A 30 CM HICKORY TREE AND
 LX7445'0.40 METER (1.3 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX7445'MARK IS BELOW STATION 0.3 METER.
 LX7445'
 LX7445'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7445'STAMPED---MURRAY 2 NO 2 1982---,
 LX7445'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7445'18.6 METERS (61.0 FT) SOUTHWEST FROM THE 30 CM HICKORY TREE,
 LX7445'15.8 METERS (52.0 FT) WEST FROM THE MULTIPLE TRUNKED PINE TREE,
 LX7445'7.25 METERS (23.8 FT) SOUTH FROM A WITNESS POST AND
 LX7445'2.1 METERS (7.0 FT) NORTH FROM THE EDGE OF THE HIGH ROCK BANK.
 LX7445'MARK IS LEVEL WITH STATION.
 LX7445'
 LX7445'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.2 METERS.
 LX7445'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7445'REFERENCE MARK 1 TO REFERENCE 2 WAS MEASURED AROUND A TREE.
 LX7445'AN EDM TRAVERSE TIE WAS MADE TO STATION MURRAY 1932.
 LX7445'
 LX7445'DESCRIBED BY D.R. VARNEY, CHECKED BY L.D. ACRES.
 LX7445
 LX7445                          STATION RECOVERY (1983)
 LX7445
 LX7445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7445'RECOVERED AS DESCRIBED IN 1982.  WE WERE UNABLE TO BUILD A
 LX7445'TOWER OVER THIS STATION SO REFERENCE MARK 3 WAS
 LX7445'ESTABLISHED AT THIS TIME.  AN EDM TRAVERSE TIE WAS MADE TO
 LX7445'MURRAY 2 RM 3.
 LX7445'
 LX7445'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7445'
 LX7445'DESCRIBED BY R.T. WOODRUFF.
 LX7445
 LX7445                          STATION RECOVERY (1992)
 LX7445
 LX7445'RECOVERY NOTE BY US POWER SQUADRON 1992 (RMM)
 LX7445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7446 ***********************************************************************
 LX7446  DESIGNATION -  MURRAY 2 RM 3
 LX7446  PID         -  LX7446
 LX7446  STATE/COUNTY-  CT/FAIRFIELD
 LX7446  USGS QUAD   -  WESTPORT (1975)
 LX7446
 LX7446                         *CURRENT SURVEY CONTROL
 LX7446  ___________________________________________________________________
 LX7446* NAD 83(1996)-  41 11 40.95846(N)    073 17 10.07274(W)     ADJUSTED  
 LX7446* NAVD 88     -       112.3    (meters)     368.     (feet)  VERTCON   
 LX7446  ___________________________________________________________________
 LX7446  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 LX7446  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX7446
 LX7446  HORZ ORDER  -  FIRST
 LX7446
 LX7446.The horizontal coordinates were established by classical geodetic methods
 LX7446.and adjusted by the National Geodetic Survey in August 1998..
 LX7446
 LX7446.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7446
 LX7446.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7446
 LX7446.The geoid height was determined by GEOID03.
 LX7446
 LX7446;                    North         East     Units Scale Factor Converg.
 LX7446;SPC CT       -   192,673.319   259,826.372   MT  1.00000054   -0 21 19.8
 LX7446;SPC CT       -   632,129.05    852,447.02   sFT  1.00000054   -0 21 19.8
 LX7446;UTM  18      - 4,561,788.076   643,716.849   MT  0.99985420   +1 07 44.3
 LX7446
 LX7446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7446!SPC CT       -   0.99998705  x   1.00000054  =   0.99998759
 LX7446!UTM  18      -   0.99998705  x   0.99985420  =   0.99984125
 LX7446
 LX7446                          SUPERSEDED SURVEY CONTROL
 LX7446
 LX7446  NAD 83(1992)-  41 11 40.95753(N)    073 17 10.07203(W) AD(       ) 1
 LX7446  NAD 83(1986)-  41 11 40.95985(N)    073 17 10.07472(W) AD(       ) 1
 LX7446  NAD 83(1986)-  41 11 40.95946(N)    073 17 10.07532(W) AD(       ) 1
 LX7446  NGVD 29 (10/23/89)  112.7    (m)          370.     (f) VERT ANG       
 LX7446
 LX7446.Superseded values are not recommended for survey control.
 LX7446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7446.See file dsdata.txt to determine how the superseded data were derived.
 LX7446
 LX7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4371761788(NAD 83)
 LX7446_MARKER: DS = TRIANGULATION STATION DISK
 LX7446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7446_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7446+STABILITY: SURFACE MOTION
 LX7446
 LX7446  HISTORY     - Date     Condition        Report By
 LX7446  HISTORY     - 1983     MONUMENTED       NGS
 LX7446  HISTORY     - 19920904 GOOD             USPSQD
 LX7446
 LX7446                          STATION DESCRIPTION
 LX7446
 LX7446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7446'THIS STATION WAS SELECTED BECAUSE MURRAY 2 COULD NOT BE USED
 LX7446'WITH A TOWER.  AN ELECTRONIC DISTANCE MEASUREMENT WAS MADE
 LX7446'TO MURRAY 2.
 LX7446'
 LX7446'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH-NORTHWEST
 LX7446'OF FAIRFIELD, 1.6 KM (1.0 MI) SOUTHWEST OF THE JUNCTION OF
 LX7446'STATE HIGHWAYS 15 AND 58 (EXIT 45 OF THE MERRITT PARKWAY), 1.3
 LX7446'KM (0.8 MI) SOUTH OF THE SOUTH END OF HEMLOCK RESERVOIR, AND
 LX7446'30 METERS (100 FT) NORTH OF THE WESTBOUND LANE OF THE
 LX7446'MERRITT PARKWAY.  IT IS IN A FENCED ENCLOSURE WITH A WATER
 LX7446'TANK.
 LX7446'OWNERSHIP--BRIDGEPORT HYDRAULIC COMPANY, C/O RAYMOND
 LX7446'SMEDBURG, 240 BOSTWICK AVENUE, BRIDGEPORT CT 06605,
 LX7446'PHONE 203-367-6621.
 LX7446'
 LX7446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 LX7446'AND 58 (EXIT 45 OF MERRITT PARKWAY), GO SOUTHEAST ON HIGHWAY 58
 LX7446'FOR 0.2 KM (0.1 MI) TO A ROAD RIGHT.  TURN RIGHT, SOUTHWEST,
 LX7446'ON CONGRESS STREET FOR 0.1 KM (0.05 MI) TO THE ENTRANCE RAMP
 LX7446'TO THE PARKWAY.  CONTINUE AHEAD ON CONGRESS STREET FOR 1.8 KM
 LX7446'(1.1 MI) TO A CROSS STREET (BURR STREET).  TURN RIGHT, NORTH,
 LX7446'FOR 0.7 KM (0.45 MI) TO THE BRIDGE OVER THE PARKWAY.  CONTINUE
 LX7446'AHEAD FOR 0.1 KM (0.05 MI) TO A FENCE GAP ON THE RIGHT AT A
 LX7446'WATER TANK.  TURN RIGHT, DOWNGRADE, INTO THE FENCED AREA
 LX7446'TO THE STATION ON THE LEFT.
 LX7446'
 LX7446'THE STATION IS A STANDARD NGS DISK
 LX7446'STAMPED---MURRAY 2 1982 NO 3 1983---,
 LX7446'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7446'FLUSH WITH GROUND.  IT IS LOCATED
 LX7446'6.85 METERS (22.5 FT) SOUTHEAST FROM A FENCE CORNER,
 LX7446'6.2 METERS (20.4 FT) NORTHEAST FROM THE NORTH GATE POST AT THE
 LX7446'ENTRANCE,
 LX7446'5.1 METERS (16.6 FT) SOUTH FROM A FENCE LINE,
 LX7446'4.9 METERS (16.0 FT) EAST FROM A ROCK WALL AND
 LX7446'4.0 METERS (13.2 FT) WEST FROM THE NORTHWEST LEG OF THE WATER
 LX7446'TANK.
 LX7446'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7446'STAMPED---MURRAY 2 1982 NO 3 1983---,
 LX7446'SET IN BEDROCK 0.7 METER BELOW THE SURFACE.
 LX7446'
 LX7446'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.0 METERS.
 LX7446'
 LX7446'DESCRIBED BY R. T. WOODRUFF, TYPED BY G. R. HEID.
 LX7446
 LX7446                          STATION RECOVERY (1992)
 LX7446
 LX7446'RECOVERY NOTE BY US POWER SQUADRON 1992 (RMM)
 LX7446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4930 ***********************************************************************
 LX4930  DESIGNATION -  MUSA
 LX4930  PID         -  LX4930
 LX4930  STATE/COUNTY-  CT/HARTFORD
 LX4930  USGS QUAD   -  MARLBOROUGH (1984)
 LX4930
 LX4930                         *CURRENT SURVEY CONTROL
 LX4930  ___________________________________________________________________
 LX4930* NAD 83(1996)-  41 37 55.67347(N)    072 27 33.47437(W)     ADJUSTED  
 LX4930* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 LX4930  ___________________________________________________________________
 LX4930  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LX4930  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX4930
 LX4930  HORZ ORDER  -  THIRD
 LX4930
 LX4930.The horizontal coordinates were established by classical geodetic methods
 LX4930.and adjusted by the National Geodetic Survey in August 1998..
 LX4930
 LX4930.The orthometric height was scaled from a topographic map.
 LX4930
 LX4930.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4930
 LX4930.The geoid height was determined by GEOID03.
 LX4930
 LX4930;                    North         East     Units Scale Factor Converg.
 LX4930;SPC CT       -   241,154.741   329,023.257   MT  0.99998461   +0 11 33.9
 LX4930;SPC CT       -   791,188.51  1,079,470.47   sFT  0.99998461   +0 11 33.9
 LX4930;UTM  18      - 4,612,051.875   711,630.664   MT  1.00015119   +1 41 18.7
 LX4930
 LX4930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4930!SPC CT       -   0.99998039  x   0.99998461  =   0.99996500
 LX4930!UTM  18      -   0.99998039  x   1.00015119  =   1.00013157
 LX4930
 LX4930                          SUPERSEDED SURVEY CONTROL
 LX4930
 LX4930  NAD 83(1996)-  41 37 55.67291(N)    072 27 33.47431(W) AD(       ) 3
 LX4930  NAD 83(1992)-  41 37 55.67291(N)    072 27 33.47427(W) AD(       ) 3
 LX4930  NAD 83(1992)-  41 37 55.67441(N)    072 27 33.47608(W) AD(       ) 3
 LX4930  NAD 83(1986)-  41 37 55.67448(N)    072 27 33.47601(W) AD(       ) 3
 LX4930  NAD 27      -  41 37 55.31400(N)    072 27 35.16500(W) AD(       ) 3
 LX4930
 LX4930.Superseded values are not recommended for survey control.
 LX4930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4930.See file dsdata.txt to determine how the superseded data were derived.
 LX4930
 LX4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1163112052(NAD 83)
 LX4930
 LX4930  HISTORY     - Date     Condition        Report By
 LX4930  HISTORY     - 1941     MONUMENTED       CTGS
 LX4930  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX4930
 LX4930                          STATION DESCRIPTION
 LX4930
 LX4930'DESCRIBED BY CT DEPT OF TRANSP 1971 (BGW)
 LX4930'MUSA THE STATION WAS FOUND IN GOOD CONDITION, BUT APPEARS TO
 LX4930'BE THE SUB-SURFACE MARK.  THE RMS WERE NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3703 ***********************************************************************
 LX3703  DESIGNATION -  MYRTLE
 LX3703  PID         -  LX3703
 LX3703  STATE/COUNTY-  CT/NEW HAVEN
 LX3703  USGS QUAD   -  MILFORD (1984)
 LX3703
 LX3703                         *CURRENT SURVEY CONTROL
 LX3703  ___________________________________________________________________
 LX3703* NAD 83(1996)-  41 11 51.86360(N)    073 03 59.20690(W)     ADJUSTED  
 LX3703* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3703  ___________________________________________________________________
 LX3703  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LX3703  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX3703
 LX3703  HORZ ORDER  -  THIRD
 LX3703
 LX3703.The horizontal coordinates were established by classical geodetic methods
 LX3703.and adjusted by the National Geodetic Survey in August 1998..
 LX3703
 LX3703.The orthometric height was scaled from a topographic map.
 LX3703
 LX3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3703
 LX3703.The geoid height was determined by GEOID03.
 LX3703
 LX3703;                    North         East     Units Scale Factor Converg.
 LX3703;SPC CT       -   192,918.820   278,256.119   MT  1.00000023   -0 12 35.4
 LX3703;SPC CT       -   632,934.50    912,911.95   sFT  1.00000023   -0 12 35.4
 LX3703;SPC NY L     -   114,917.115   378,309.055   MT  1.00001327   +0 36 38.2
 LX3703;SPC NY L     -   377,023.90  1,241,168.96   sFT  1.00001327   +0 36 38.2
 LX3703;UTM  18      - 4,562,510.722   662,131.989   MT  0.99992352   +1 16 25.8
 LX3703
 LX3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3703!SPC CT       -   1.00000474  x   1.00000023  =   1.00000497
 LX3703!SPC NY L     -   1.00000474  x   1.00001327  =   1.00001801
 LX3703!UTM  18      -   1.00000474  x   0.99992352  =   0.99992826
 LX3703
 LX3703:                Primary Azimuth Mark                     Grid Az
 LX3703:SPC CT       -  PONDS BARN TURRET                        068 14 42.8
 LX3703:SPC NY L     -  PONDS BARN TURRET                        067 25 29.2
 LX3703:UTM  18      -  PONDS BARN TURRET                        066 45 41.6
 LX3703
 LX3703|---------------------------------------------------------------------|
 LX3703| PID    Reference Object                     Distance      Geod. Az  |
 LX3703|                                                           dddmmss.s |
 LX3703| LX3707 PONDS BARN TURRET                   APPROX. 2.4 KM 0680207.4 |
 LX3703| LX3706 PONDS FLAGPOLE                      APPROX. 2.3 KM 0701420.0 |
 LX3703| LX3711 CHARLES                             APPROX. 1.0 KM 1282228.2 |
 LX3703| LX3691 HOUSATONIC RIVER BEACON 1           APPROX. 5.0 KM 2190511.9 |
 LX3703|---------------------------------------------------------------------|
 LX3703
 LX3703                          SUPERSEDED SURVEY CONTROL
 LX3703
 LX3703  NAD 83(1992)-  41 11 51.86242(N)    073 03 59.20654(W) AD(       ) 3
 LX3703  NAD 83(1986)-  41 11 51.86707(N)    073 03 59.21123(W) AD(       ) 3
 LX3703  NAD 27      -  41 11 51.51600(N)    073 04 00.82400(W) AD(       ) 3
 LX3703
 LX3703.Superseded values are not recommended for survey control.
 LX3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3703.See file dsdata.txt to determine how the superseded data were derived.
 LX3703
 LX3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6213262511(NAD 83)
 LX3703
 LX3703  HISTORY     - Date     Condition        Report By
 LX3703  HISTORY     - 1933     MONUMENTED       CGS
 LX3703  HISTORY     - 1949     SEE DESCRIPTION  USGS
 LX3703
 LX3703                          STATION DESCRIPTION
 LX3703
 LX3703'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3703'THIS STATION IS LOCATED JUST W OF THE BOUNDARY BETWEEN SILVER
 LX3703'BEACH AND MYRTLE BEACH.  IT IS IN FRONT OF THE HOUSE AT NO.334
 LX3703'E. BROADWAY.  THERE IS A SINGLE ROW OF ELEVEN DETACHED PILES
 LX3703'11 FEET S OF THE S PORCH OF THIS HOUSE.  STATION IS AT THE
 LX3703'CENTER OF THE SECOND PILE FROM THE W END OF THE ROW.  A TRIANGLE
 LX3703'5 INCHES ON A SIDE WAS CUT IN THE SHORE SIDE OF THIS PILE TO
 LX3703'FURTHER IDENTIFY IT.  REFERENCE MARKS ARE ARROWS FORMED OF
 LX3703'SPIKES DRIVEN IN PILES.  MEASUREMENTS ARE MADE TO THE ARROW
 LX3703'POINT.  REFERENCE MARK NO.1 IS 3.80 METERS NNW OF STATION.
 LX3703'IT IS IN THE SW CORNER PILE SUPPORTING THE PORCH.  MARK IS
 LX3703'5.5 FEET ABOVE THE GROUND.  REFERENCE MARK NO.2 IS 5.29 METERS
 LX3703'NE OF STATION AND 5 FEET 10 INCHES ABOVE GROUND.  IT IS IN
 LX3703'THE PILES SUPPORTING THE SE CORNER OF THE PORCH.  ECCENTRIC
 LX3703'SET-UP.  IMPOSSIBLE TO OCCUPY CENTER.
 LX3703
 LX3703                          STATION RECOVERY (1949)
 LX3703
 LX3703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LX3703'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3384 ***********************************************************************
 LW3384  DESIGNATION -  MYSTIC
 LW3384  PID         -  LW3384
 LW3384  STATE/COUNTY-  CT/NEW LONDON
 LW3384  USGS QUAD   -  MYSTIC (1984)
 LW3384
 LW3384                         *CURRENT SURVEY CONTROL
 LW3384  ___________________________________________________________________
 LW3384* NAD 83(1996)-  41 18 54.40534(N)    071 58 40.32558(W)     ADJUSTED  
 LW3384* NAVD 88     -         8.     (meters)      26.     (feet)  SCALED    
 LW3384  ___________________________________________________________________
 LW3384  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LW3384  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3384
 LW3384  HORZ ORDER  -  SECOND
 LW3384
 LW3384.The horizontal coordinates were established by classical geodetic methods
 LW3384.and adjusted by the National Geodetic Survey in August 1998..
 LW3384
 LW3384.The orthometric height was scaled from a topographic map.
 LW3384
 LW3384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3384
 LW3384.The geoid height was determined by GEOID03.
 LW3384
 LW3384;                    North         East     Units Scale Factor Converg.
 LW3384;SPC CT       -   206,194.280   369,452.198   MT  0.99999038   +0 30 43.1
 LW3384;SPC CT       -   676,489.07  1,212,111.09   sFT  0.99999038   +0 30 43.1
 LW3384;SPC NY L     -   129,489.661   469,309.248   MT  1.00002779   +1 19 21.5
 LW3384;SPC NY L     -   424,834.00  1,539,725.42   sFT  1.00002779   +1 19 21.5
 LW3384;UTM  19      - 4,578,017.020   250,738.686   MT  1.00036471   -1 58 01.2
 LW3384;UTM  18      - 4,578,145.230   752,966.821   MT  1.00038762   +1 59 46.6
 LW3384
 LW3384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3384!SPC CT       -   1.00000360  x   0.99999038  =   0.99999398
 LW3384!SPC NY L     -   1.00000360  x   1.00002779  =   1.00003139
 LW3384!UTM  19      -   1.00000360  x   1.00036471  =   1.00036832
 LW3384!UTM  18      -   1.00000360  x   1.00038762  =   1.00039123
 LW3384
 LW3384                          SUPERSEDED SURVEY CONTROL
 LW3384
 LW3384  NAD 83(1992)-  41 18 54.40406(N)    071 58 40.32464(W) AD(       ) 2
 LW3384  NAD 83(1986)-  41 18 54.40455(N)    071 58 40.32939(W) AD(       ) 2
 LW3384  NAD 27      -  41 18 54.05500(N)    071 58 42.06700(W) AD(       ) 2
 LW3384
 LW3384.Superseded values are not recommended for survey control.
 LW3384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3384.See file dsdata.txt to determine how the superseded data were derived.
 LW3384
 LW3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5073978017(NAD 83)
 LW3384_MARKER: DS = TRIANGULATION STATION DISK
 LW3384_SETTING: 80 = SET IN A BOULDER
 LW3384_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3384+STABILITY: SURFACE MOTION
 LW3384
 LW3384  HISTORY     - Date     Condition        Report By
 LW3384  HISTORY     - 1934     MONUMENTED       CGS
 LW3384  HISTORY     - 1940     GOOD             CGS
 LW3384  HISTORY     - 1943     GOOD             CGS
 LW3384  HISTORY     - 1963     GOOD             CGS
 LW3384
 LW3384                          STATION DESCRIPTION
 LW3384
 LW3384'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3384'THE STATION IS LOCATED ON THE N SECTION OF MYSTIC ISLAND,
 LW3384'SOMETIMES CALLED RAM ISLAND.  THE ISLAND IS DIVIDED INTO TWO
 LW3384'SECTIONS THAT ARE CONNECTED BY A SAND SPIT THAT IS COVERED AT
 LW3384'EXTREME HIGH WATER.  THE ISLAND LIES SE OF MORGAN POINT AND SW
 LW3384'OF MASON ISLAND.  THE STATION IS MARKED BY A STANDARD DISC SET
 LW3384'IN A DRILL HOLE IN THE TOP OF A BOULDER NEAR THE CENTER OF THE
 LW3384'ISLAND AND 8 METERS NORTHWESTERLY OF A HUGE BOULDER THAT IS THE
 LW3384'MOST PROMINENT FEATURE OF THE ISLAND.  THE ISLAND IS COVERED
 LW3384'WITH THICK BRUSH AND LOW BRIARS.  THERE ARE NO HOUSES ON THE
 LW3384'ISLAND.
 LW3384'
 LW3384'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3384'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND
 LW3384'NO.2 ARE STANDARD BRONZE DISCS SET IN A BOULDER AS DESCRIBED
 LW3384'IN NOTE 12C.
 LW3384'
 LW3384'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3384'HOLES IN TWO BOULDERS S AND SW OF THE STATION RESPECTIVELY.
 LW3384'
 LW3384'HEIGHT OF LIGHT ABOVE STATION MARK 9 METERS.
 LW3384
 LW3384                          STATION RECOVERY (1940)
 LW3384
 LW3384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LW3384'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 LW3384'CONDITION.
 LW3384'
 LW3384'THE STATION IS IN FISHERS SOUND, ON RAM ISLAAND, ABOUT 1 MI. SE
 LW3384'OF THE TOWN OF NOAMK, AND ABOUT 0.5 MI. E-SE OF MORGAN
 LW3384'POINT.  IT IS ON THE HIGHEST PART OF THE N END OF THE ISLAND
 LW3384'ABOUT 6 M. NW OF A HUGE BOULDER WHICH IS THE MOST PROMINENT
 LW3384'FEATURE OF THE ISLAND.  THE ISLAND IS COVERED WITH THICK BRUSH
 LW3384'AND LOW BRIARS.  THE MARK, NOTE 2, IS IN A ROCK 1- BY 2-FT.
 LW3384'WHICH PROJECTS ABOUT 6 IN. ABOVE THE GROUND AND THE DISK IS
 LW3384'STAMPED MYSTIC 1934.
 LW3384'
 LW3384'REFERENCE MARK 1 IS 52.44 FT. (15.983 M.) S OF THE STATION.  THE
 LW3384'MARK, NOTE 12A, IS IN A ROCK 4- BY 5-FT. WHICH PROJECTS ABOUT
 LW3384'18 IN. ABOVE THE GROUND.  THE DISK IS STAMPED MYSTIC NO 1 1934.
 LW3384'
 LW3384'REFERENCE MARK 2 IS 39.08 FT. (11.912 M.) W OF THE STATION.  THE
 LW3384'MARK, NOTE 12A, IS IN A ROCK 5- BY 5-FT. WHICH PROJECTS ABOUT
 LW3384'15 IN. ABOVE THE GROUND.  THE DISK IS STAMPED MYSTIC NO 2 1934.
 LW3384'
 LW3384'THE NOANK LIGHT AND THE NOANK BLACK TANK ARE GOOD AZIMUTH
 LW3384'MARKS.  THE NOANK LIGHT IS JUST SE OF MORGAN POINT, AND ABOUT 1/2
 LW3384'MI. W-NW OF THE STATION.  IT IS A BLACK SQUARE SKELETON TOWER ON
 LW3384'A GRANITE BASE.  THE LIGHT IS 43 FT. ABOVE THE WATER AND
 LW3384'FLASHES GREEN EVERY 1.5 SECONDS.  THE FINIAL OVER THE LIGHT WAS
 LW3384'OBSERVED UPON.  THE NOANK BLACK TANK IS THE TOWN WATER TANK.  IT
 LW3384'IS NEAR THE WATERFRONT ON THE E SIDE OF TOWN.  IT IS A BLACK
 LW3384'FOUR-LEGGED STEEL STRUCTURE ABOUT 100 FT. HIGH.  THE FINIAL ON
 LW3384'TOP WAS OBSERVED UPON.  IT IS ABOUT 0.8 MI. N-NW OF THE
 LW3384'STATION.
 LW3384'
 LW3384'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS DID NOT
 LW3384'CHECK EXACTLY.
 LW3384'
 LW3384'A 6-FT. WOODEN STAND WILL SEE 4-FT. STANDS AT STATION NORTH
 LW3384'HILL AND BLUFF.
 LW3384
 LW3384                          STATION RECOVERY (1943)
 LW3384
 LW3384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LW3384'STATION WAS RECOVERED AS DESCRIBED, AND ALL MARKS WERE FOUND
 LW3384'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LW3384'
 LW3384'STATION IS LOCATED IN FISHERS SOUND, ON RAM ISLAND, ABOUT 1
 LW3384'MI. SE OF THE TOWN OF NOANK, AND ABOUT 0.5 MI. E-SE OF MORGAN
 LW3384'POINT.  IT IS ON THE HIGHEST PART OF THE N END OF THE ISLAND,
 LW3384'ABOUT 6 M. NW OF A HUGE BOULDER WHICH IS THE MOST PROMINENT
 LW3384'FEATURE OF THE ISLAND.  THE ISLAND IS COVERED WITH THICK BRUSH
 LW3384'AND LOW BRIARS.  THE STATION MARK, NOTE 2, IS STAMPED MYSTIC
 LW3384'1934 AND PROJECTS ABOUT 6 IN.
 LW3384'
 LW3384'REFERENCE MARK 1, NOTE 12A, IS S OF THE STATION.  IT IS STAMPED
 LW3384'MYSTIC NO 1 1934 AND PROJECTS ABOUT 18 IN.
 LW3384'
 LW3384'REFERENCE MARK 2, NOTE 12A, IS W OF THE STATION.  IT IS STAMPED
 LW3384'MYSTIC NO 2 1934 AND PROJECTS ABOUT 15 IN.
 LW3384
 LW3384                          STATION RECOVERY (1963)
 LW3384
 LW3384'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (EKM)
 LW3384'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LW3384'CONDITION.  PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3386 ***********************************************************************
 LW3386  DESIGNATION -  MYSTIC ELEV TANK
 LW3386  PID         -  LW3386
 LW3386  STATE/COUNTY-  CT/NEW LONDON
 LW3386  USGS QUAD   -  MYSTIC (1984)
 LW3386
 LW3386                         *CURRENT SURVEY CONTROL
 LW3386  ___________________________________________________________________
 LW3386* NAD 83(1996)-  41 21 31.20619(N)    071 58 39.22865(W)     ADJUSTED  
 LW3386* NAVD 88     -                                                        
 LW3386  ___________________________________________________________________
 LW3386  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LW3386  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3386
 LW3386  HORZ ORDER  -  THIRD
 LW3386
 LW3386.The horizontal coordinates were established by classical geodetic methods
 LW3386.and adjusted by the National Geodetic Survey in August 1998..
 LW3386
 LW3386
 LW3386.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3386
 LW3386.The geoid height was determined by GEOID03.
 LW3386
 LW3386;                    North         East     Units Scale Factor Converg.
 LW3386;SPC CT       -   211,031.587   369,434.471   MT  0.99998778   +0 30 43.8
 LW3386;SPC CT       -   692,359.47  1,212,052.93   sFT  0.99998778   +0 30 43.8
 LW3386;SPC RI       -    30,688.065    60,038.895   MT  1.00001339   -0 18 56.0
 LW3386;SPC RI       -   100,682.43    196,977.61   sFT  1.00001339   -0 18 56.0
 LW3386;UTM  19      - 4,582,852.377   250,930.345   MT  1.00036353   -1 58 06.6
 LW3386;UTM  18      - 4,582,982.377   752,823.669   MT  1.00038672   +1 59 53.5
 LW3386
 LW3386                          SUPERSEDED SURVEY CONTROL
 LW3386
 LW3386  NAD 83(1992)-  41 21 31.20494(N)    071 58 39.22776(W) AD(       ) 4
 LW3386  NAD 83(1986)-  41 21 31.20557(N)    071 58 39.23175(W) AD(       ) 4
 LW3386  NAD 27      -  41 21 30.85828(N)    071 58 40.96250(W) AD(       ) 3
 LW3386
 LW3386.Superseded values are not recommended for survey control.
 LW3386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3386.See file dsdata.txt to determine how the superseded data were derived.
 LW3386
 LW3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5093082852(NAD 83)
 LW3386_MARKER: 53 = ELEVATED TANK
 LW3386
 LW3386  HISTORY     - Date     Condition        Report By
 LW3386  HISTORY     - 1932     FIRST OBSERVED   CGS
 LW3386  HISTORY     - 1934     GOOD             CGS
 LW3386  HISTORY     - 1966     GOOD             CGS
 LW3386  HISTORY     - 1975     GOOD             NGS
 LW3386  HISTORY     - 1984     GOOD             USPSQD
 LW3386  HISTORY     - 1990     GOOD             USPSQD
 LW3386  HISTORY     - 19900626 GOOD             USPSQD
 LW3386
 LW3386                          STATION DESCRIPTION
 LW3386
 LW3386'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3386'THE TANK IS ON THE W SLOPE OF THE HIGHEST PART OF BAPTIST HILL JUST
 LW3386'W OF THE VILLAGE OF MYSTIC.  IT IS ABOUT 100 YARDS W OF THE ROAD
 LW3386'THAT RUNS ALONG THE CREST OF THE HILL.  THE TANK IS A CYLINDRICAL
 LW3386'STEEL-PLATED STRUCTURE WITH A CONICAL TOP AND A SEMISPHERICAL
 LW3386'BOTTOM AND IS SUPPORTED ON FOUR BUILT-UP STRUCTURAL STEEL
 LW3386'COLUMNS.
 LW3386'
 LW3386'THE STATION IS THE BASE OF THE BALL AT THE APEX OF THE
 LW3386'TANK.  HEIGHT ABOUT 75 FEET ABOVE GROUND.
 LW3386
 LW3386                          STATION RECOVERY (1966)
 LW3386
 LW3386'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3386'STATION RECOVERED AS DESCRIBED.
 LW3386'
 LW3386'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3386'1 MILE NORTH OF MYSTIC.
 LW3386
 LW3386                          STATION RECOVERY (1975)
 LW3386
 LW3386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3386'THE STATION IS A BALL ATOP THE WEST MYSTIC MUNICIPAL WATER TANK
 LW3386'WHICH IS OWNED BY THE CITY OF MYSTIC.  THE TANK IS
 LW3386'PAINTED GREEN, SUPPORTED BY 4 LEGS AND IS ABOUT 70 FEET HIGH.
 LW3386'
 LW3386'THE STATION IS ABOUT 3/4 MILE SOUTH OF INTERSTATE HIGHWAY 95 AND
 LW3386'1/2 MILE WEST OF MYSTIC.
 LW3386
 LW3386                          STATION RECOVERY (1984)
 LW3386
 LW3386'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LW3386'MYSTIC ELEV TANK FOUND GOOD - RECOVERED AS DESCRIBED.
 LW3386
 LW3386                          STATION RECOVERY (1990)
 LW3386
 LW3386'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3386'RECOVERED IN GOOD CONDITION.
 LW3386
 LW3386                          STATION RECOVERY (1990)
 LW3386
 LW3386'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3399 ***********************************************************************
 LW3399  DESIGNATION -  MYSTIC FLAGPOLE
 LW3399  PID         -  LW3399
 LW3399  STATE/COUNTY-  CT/NEW LONDON
 LW3399  USGS QUAD   -  MYSTIC (1984)
 LW3399
 LW3399                         *CURRENT SURVEY CONTROL
 LW3399  ___________________________________________________________________
 LW3399* NAD 83(1996)-  41 21 16.81663(N)    071 58 03.51328(W)     ADJUSTED  
 LW3399* NAVD 88     -                                                        
 LW3399  ___________________________________________________________________
 LW3399  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LW3399  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3399
 LW3399  HORZ ORDER  -  THIRD
 LW3399
 LW3399.The horizontal coordinates were established by classical geodetic methods
 LW3399.and adjusted by the National Geodetic Survey in August 1998..
 LW3399
 LW3399
 LW3399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3399
 LW3399.The geoid height was determined by GEOID03.
 LW3399
 LW3399;                    North         East     Units Scale Factor Converg.
 LW3399;SPC CT       -   210,595.157   370,268.605   MT  0.99998800   +0 31 07.5
 LW3399;SPC CT       -   690,927.61  1,214,789.58   sFT  0.99998800   +0 31 07.5
 LW3399;UTM  19      - 4,582,380.078   251,745.112   MT  1.00035854   -1 57 42.4
 LW3399;UTM  18      - 4,582,567.559   753,669.179   MT  1.00039199   +2 00 16.6
 LW3399
 LW3399                          SUPERSEDED SURVEY CONTROL
 LW3399
 LW3399  NAD 83(1992)-  41 21 16.81536(N)    071 58 03.51236(W) AD(       ) 4
 LW3399  NAD 83(1986)-  41 21 16.81589(N)    071 58 03.51636(W) AD(       ) 4
 LW3399  NAD 27      -  41 21 16.46500(N)    071 58 05.25100(W) AD(       ) 3
 LW3399
 LW3399.Superseded values are not recommended for survey control.
 LW3399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3399.See file dsdata.txt to determine how the superseded data were derived.
 LW3399
 LW3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5174582380(NAD 83)
 LW3399_MARKER: 62 = FLAGPOLE
 LW3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3399+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 LW3399
 LW3399  HISTORY     - Date     Condition        Report By
 LW3399  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3399  HISTORY     - 1948     GOOD             CGS
 LW3399  HISTORY     - 1966     GOOD             CGS
 LW3399  HISTORY     - 1990     GOOD             USPSQD
 LW3399  HISTORY     - 19900626 GOOD             USPSQD
 LW3399  HISTORY     - 20011002 GOOD             USPSQD
 LW3399  HISTORY     - 20050415 GOOD             GEOCAC
 LW3399
 LW3399                          STATION DESCRIPTION
 LW3399
 LW3399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3399'THE FLAGPOLE IS IN THE FIRST STREET INTERSECTION E OF THE MYSTIC
 LW3399'RIVER BRIDGE AND IS IN LINE WITH THE CENTER OF THE SIDE WALK ON
 LW3399'THE N SIDE OF THE BOSTON POST ROAD AND 2 FEET E OF THE CENTER
 LW3399'LINE OF THE STREET INTERSECTING THE POST ROAD.  THE POLE IS ABOUT
 LW3399'30 INCHES IN DIAMETER AND IS IN TWO SECTIONS JOINED TOGETHER BY A
 LW3399'LAP-JOINT.  THE POLE IS NOT VERTICAL.  IT LEANS TO THE E.
 LW3399'
 LW3399'THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 150 FEET.
 LW3399
 LW3399                          STATION RECOVERY (1948)
 LW3399
 LW3399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3399'THE TOP SECTION OF THE FLAGPOLE WAS TAKEN OFF AND PAINTED, BUT
 LW3399'WAS PUT BACK IN ITS ORIGINAL POSITION.  IT IS BELIEVED THAT THIS
 LW3399'STATION CAN STILL BE USED.  DESCRIPTION IS ADEQUATE.
 LW3399
 LW3399                          STATION RECOVERY (1966)
 LW3399
 LW3399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3399'STATION RECOVERED AS DESCRIBED.
 LW3399'
 LW3399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3399'AT MYSTIC.
 LW3399
 LW3399                          STATION RECOVERY (1990)
 LW3399
 LW3399'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3399'RECOVERED IN GOOD CONDITION.
 LW3399
 LW3399                          STATION RECOVERY (1990)
 LW3399
 LW3399'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3399'RECOVERED IN GOOD CONDITION.
 LW3399
 LW3399                          STATION RECOVERY (2001)
 LW3399
 LW3399'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3399'RECOVERED IN GOOD CONDITION.
 LW3399
 LW3399                          STATION RECOVERY (2005)
 LW3399
 LW3399'RECOVERY NOTE BY GEOCACHING 2005 (RTR)
 LW3399'THE FLAGPOLE ORIGINALLY OBSERVED IN 1934 NO LONGER EXISTS.  THE PLAQUE
 LW3399'ATTACHED TO THE CURRENT FLAGPOLE RECORDS THAT 'THIS LIBERTY POLE, THE
 LW3399'FOURTH TO STAND IN MYSTIC, WAS PROUDLY DEDICATED ON JULY 4, 1986'.
 LW3399'THE LOCATION IS VERY NEAR THAT OF THE POLE IT REPLACED, IN THE MIDST
 LW3399'OF THE INTERSECTION OF E. MAIN ST (US RT 1) AND HOLMES ST, THE FIRST
 LW3399'INTERSECTION EAST OF THE MYSTIC DRAWBRIDGE AND THE MYSTIC RIVER.
 LW3399' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3439 ***********************************************************************
 LW3439  DESIGNATION -  MYSTIC MUN TANK
 LW3439  PID         -  LW3439
 LW3439  STATE/COUNTY-  CT/NEW LONDON
 LW3439  USGS QUAD   -  MYSTIC (1984)
 LW3439
 LW3439                         *CURRENT SURVEY CONTROL
 LW3439  ___________________________________________________________________
 LW3439* NAD 83(1996)-  41 20 58.44941(N)    071 57 49.44236(W)     ADJUSTED  
 LW3439* NAVD 88     -                                                        
 LW3439  ___________________________________________________________________
 LW3439  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 LW3439  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW3439
 LW3439  HORZ ORDER  -  THIRD
 LW3439
 LW3439.The horizontal coordinates were established by classical geodetic methods
 LW3439.and adjusted by the National Geodetic Survey in August 1998..
 LW3439
 LW3439
 LW3439.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3439
 LW3439.The geoid height was determined by GEOID03.
 LW3439
 LW3439;                    North         East     Units Scale Factor Converg.
 LW3439;SPC CT       -   210,031.524   370,600.824   MT  0.99998828   +0 31 16.8
 LW3439;SPC CT       -   689,078.42  1,215,879.54   sFT  0.99998828   +0 31 16.8
 LW3439;SPC RI       -    29,671.232    61,190.708   MT  1.00001228   -0 18 22.9
 LW3439;SPC RI       -    97,346.37    200,756.51   sFT  1.00001228   -0 18 22.9
 LW3439;UTM  19      - 4,581,802.382   252,052.740   MT  1.00035666   -1 57 32.4
 LW3439;UTM  18      - 4,582,012.504   754,016.041   MT  1.00039416   +2 00 25.1
 LW3439
 LW3439                          SUPERSEDED SURVEY CONTROL
 LW3439
 LW3439  NAD 83(1992)-  41 20 58.44817(N)    071 57 49.44148(W) AD(       ) 4
 LW3439  NAD 83(1986)-  41 20 58.44838(N)    071 57 49.44581(W) AD(       ) 4
 LW3439  NAD 27      -  41 20 58.09822(N)    071 57 51.18031(W) AD(       ) 3
 LW3439
 LW3439.Superseded values are not recommended for survey control.
 LW3439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3439.See file dsdata.txt to determine how the superseded data were derived.
 LW3439
 LW3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5205381802(NAD 83)
 LW3439_MARKER: 53 = ELEVATED TANK
 LW3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3439+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LW3439
 LW3439  HISTORY     - Date     Condition        Report By
 LW3439  HISTORY     - 1974     FIRST OBSERVED   NGS
 LW3439  HISTORY     - 20020206 GOOD             USPSQD
 LW3439
 LW3439                          STATION DESCRIPTION
 LW3439
 LW3439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3439'THE STATION IS THE FINIAL OF THE MYSTIC MUNICIPAL WATER TANK.  IT
 LW3439'IS LOCATED IN THE SOUTHEAST PART OF MYSTIC BETWEEN EDGEMONT AND
 LW3439'STAFFORD STREETS.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED BY
 LW3439'4 TUBULAR LEGS, SILVER IN COLOR AND HAS AN OVER-ALL HEIGHT OF
 LW3439'150 FEET.
 LW3439
 LW3439                          STATION RECOVERY (2002)
 LW3439
 LW3439'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3476 ***********************************************************************
 LW3476  DESIGNATION -  MYSTIC N TANK
 LW3476  PID         -  LW3476
 LW3476  STATE/COUNTY-  CT/NEW LONDON
 LW3476  USGS QUAD   -  OLD MYSTIC (1983)
 LW3476
 LW3476                         *CURRENT SURVEY CONTROL
 LW3476  ___________________________________________________________________
 LW3476* NAD 83(1996)-  41 22 53.88404(N)    071 58 48.54534(W)     ADJUSTED  
 LW3476* NAVD 88     -                                                        
 LW3476  ___________________________________________________________________
 LW3476  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LW3476  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LW3476
 LW3476  HORZ ORDER  -  THIRD
 LW3476
 LW3476.The horizontal coordinates were established by classical geodetic methods
 LW3476.and adjusted by the National Geodetic Survey in August 1998..
 LW3476
 LW3476
 LW3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3476
 LW3476.The geoid height was determined by GEOID03.
 LW3476
 LW3476;                    North         East     Units Scale Factor Converg.
 LW3476;SPC CT       -   213,580.156   369,195.204   MT  0.99998664   +0 30 37.6
 LW3476;SPC CT       -   700,720.90  1,211,267.93   sFT  0.99998664   +0 30 37.6
 LW3476;SPC RI       -    33,239.893    59,836.469   MT  1.00001359   -0 19 02.7
 LW3476;SPC RI       -   109,054.55    196,313.48   sFT  1.00001359   -0 19 02.7
 LW3476;UTM  19      - 4,585,409.879   250,801.581   MT  1.00036431   -1 58 16.0
 LW3476;UTM  18      - 4,585,524.896   752,518.249   MT  1.00038482   +1 59 50.6
 LW3476
 LW3476                          SUPERSEDED SURVEY CONTROL
 LW3476
 LW3476  NAD 83(1992)-  41 22 53.88275(N)    071 58 48.54452(W) AD(       ) 4
 LW3476  NAD 83(1986)-  41 22 53.88379(N)    071 58 48.54801(W) AD(       ) 4
 LW3476  NAD 27      -  41 22 53.53449(N)    071 58 50.28227(W) AD(       ) 3
 LW3476
 LW3476.Superseded values are not recommended for survey control.
 LW3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3476.See file dsdata.txt to determine how the superseded data were derived.
 LW3476
 LW3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5080285410(NAD 83)
 LW3476_MARKER: 51 = TANK
 LW3476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3476+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LW3476
 LW3476  HISTORY     - Date     Condition        Report By
 LW3476  HISTORY     - 1975     FIRST OBSERVED   NGS
 LW3476  HISTORY     - 20020206 GOOD             USPSQD
 LW3476
 LW3476                          STATION DESCRIPTION
 LW3476
 LW3476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3476'THE STATION IS A BALL AT THE TOP OF THE MYSTIC VALLEY WATER
 LW3476'COMPANY NORTH TANK WHICH IS A GREEN STEEL WATER TANK
 LW3476'APPROXIMATELY 90 FT. TALL AND LOCATED ABOUT 1.7 MILES NORTH OF
 LW3476'THE TOWN OF MYSTIC, CONNECTICUT AND ABOUT 0.5 MILE WEST OF THE
 LW3476'MYSTIC RIVER.
 LW3476'
 LW3476'THE TANK IS ON PROPERTY OWNED BY THE MYSTIC VALLEY WATER
 LW3476'COMPANY, BOX 219, 39 WHITEHALL AVE., MYSTIC, CONNECTICUT,
 LW3476'06355.  FOR FURTHER INFORMATION CONTACT BOB SCHAUB,
 LW3476'SUPERINTENDENT.  PHONE--536-9679.
 LW3476'
 LW3476'TO REACH THE TANK FROM THE INTERSECTION OF INTERSTATE HIGHWAY
 LW3476'95 AND ALLYN STREET NORTH EAST OF GROTON, CONNECTICUT, GO NORTH
 LW3476'ON ALLYN STREET FOR 0.5 MILE TO THE INTERSECTION WITH LAMPHERE
 LW3476'ROAD (NOTE--ALLYN STREET WILL BECOME COW HILL ROAD).  TURN
 LW3476'LEFT AND FOLLOW LAMPHERE ROAD FOR 0.2 MILE TO THE INTERSECTION
 LW3476'WITH NANTUCKET DRIVE ON THE RIGHT.  TURN RIGHT AND FOLLOW
 LW3476'NANTUCKET DRIVE FOR 0.1 MILE TO A WIDE PAVED DEAD END ROAD ON
 LW3476'THE RIGHT.  TURN RIGHT AND FOLLOW THIS ROAD FOR 0.1 MILE TO
 LW3476'THE TANK ON THE RIGHT.
 LW3476
 LW3476                          STATION RECOVERY (2002)
 LW3476
 LW3476'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0624 ***********************************************************************
 LX0624  DESIGNATION -  N
 LX0624  PID         -  LX0624
 LX0624  STATE/COUNTY-  CT/LITCHFIELD
 LX0624  USGS QUAD   -  LITCHFIELD (1984)
 LX0624
 LX0624                         *CURRENT SURVEY CONTROL
 LX0624  ___________________________________________________________________
 LX0624* NAD 83(1986)-  41 41 03.     (N)    073 11 47.     (W)     SCALED    
 LX0624* NAVD 88     -       334.408  (meters)    1097.14   (feet)  POSTED    
 LX0624  ___________________________________________________________________
 LX0624  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0624  DYNAMIC HT  -         334.290 (meters)    1096.75  (feet)  COMP
 LX0624  MODELED GRAV-     980,265.0   (mgal)                       NAVD 88
 LX0624
 LX0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0624
 LX0624.The horizontal coordinates were scaled from a topographic map and have
 LX0624.an estimated accuracy of +/- 6 seconds.
 LX0624
 LX0624.The orthometric height was determined by differential leveling
 LX0624.and adjusted by the National Geodetic Survey in 1992..
 LX0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0624.rate of 0.0 thru 1.0 mm/km.
 LX0624
 LX0624.The geoid height was determined by GEOID03.
 LX0624
 LX0624.The dynamic height is computed by dividing the NAVD 88
 LX0624.geopotential number by the normal gravity value computed on the
 LX0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0624.degrees latitude (g = 980.6199 gals.).
 LX0624
 LX0624.The modeled gravity was interpolated from observed gravity values.
 LX0624
 LX0624;                    North         East    Units  Estimated Accuracy
 LX0624;SPC CT       -   246,990.      267,640.      MT  (+/- 180 meters Scaled)
 LX0624
 LX0624                          SUPERSEDED SURVEY CONTROL
 LX0624
 LX0624.No superseded survey control is available for this station.
 LX0624
 LX0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM501162(NAD 83)
 LX0624_MARKER: DD = SURVEY DISK
 LX0624_SETTING: 66 = SET IN ROCK OUTCROP
 LX0624_SP_SET: ROCK OUTCROP
 LX0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0624+STABILITY: POSITION/ELEVATION WELL
 LX0624
 LX0624  HISTORY     - Date     Condition        Report By
 LX0624  HISTORY     - UNK      MONUMENTED       CU
 LX0624  HISTORY     - 1916     GOOD             NGS
 LX0624  HISTORY     - 1934     MARK NOT FOUND   LOCSUR
 LX0624
 LX0624                          STATION DESCRIPTION
 LX0624
 LX0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0624'AT MORRIS.
 LX0624'AT MORRIS, LITCHFIELD COUNTY, AT A TRIANGLE FORMED BY ROADS
 LX0624'BETWEEN MORRIS AND EAST MORRIS, IN FRONT OF THE HOUSE
 LX0624'APPROXIMATELY 0.1 MILE E OF THE OLD WHITE CHURCH AND NEW BRICK
 LX0624'SCHOOL AT MORRIS, IN A ROCK OUTCROP.  A STANDARD CAMP COLUMBIA
 LX0624'DISK.  NOTE-- THE HIGHWAY (CONN RTE 109) WAS REBUILT IN 1929.
 LX0624
 LX0624                          STATION RECOVERY (1934)
 LX0624
 LX0624'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1193 ***********************************************************************
 LX1193  DESIGNATION -  N 1
 LX1193  PID         -  LX1193
 LX1193  STATE/COUNTY-  CT/FAIRFIELD
 LX1193  USGS QUAD   -  STAMFORD (1984)
 LX1193
 LX1193                         *CURRENT SURVEY CONTROL
 LX1193  ___________________________________________________________________
 LX1193* NAD 83(1986)-  41 04 11.     (N)    073 30 12.     (W)     SCALED    
 LX1193* NAVD 88     -        21.371  (meters)      70.11   (feet)  POSTED    
 LX1193  ___________________________________________________________________
 LX1193  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX1193  DYNAMIC HT  -          21.360 (meters)      70.08  (feet)  COMP
 LX1193  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 LX1193
 LX1193  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX1193
 LX1193.The horizontal coordinates were scaled from a topographic map and have
 LX1193.an estimated accuracy of +/- 6 seconds.
 LX1193
 LX1193.The orthometric height was determined by differential leveling
 LX1193.and adjusted by the National Geodetic Survey in 1992..
 LX1193.No vertical observational check was made to the station.
 LX1193.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX1193.was located on a no-check spur therefore a value was not computed.
 LX1193
 LX1193.The geoid height was determined by GEOID03.
 LX1193
 LX1193.The dynamic height is computed by dividing the NAVD 88
 LX1193.geopotential number by the normal gravity value computed on the
 LX1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1193.degrees latitude (g = 980.6199 gals.).
 LX1193
 LX1193.The modeled gravity was interpolated from observed gravity values.
 LX1193
 LX1193;                    North         East    Units  Estimated Accuracy
 LX1193;SPC CT       -   178,930.      241,490.      MT  (+/- 180 meters Scaled)
 LX1193
 LX1193                          SUPERSEDED SURVEY CONTROL
 LX1193
 LX1193.No superseded survey control is available for this station.
 LX1193
 LX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL257475(NAD 83)
 LX1193_MARKER: DB = BENCH MARK DISK
 LX1193_SETTING: 66 = SET IN ROCK OUTCROP
 LX1193_SP_SET: BEDROCK
 LX1193_STAMPING: N 1 ELEV 71.220 1922
 LX1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1193+STABILITY: POSITION/ELEVATION WELL
 LX1193
 LX1193  HISTORY     - Date     Condition        Report By
 LX1193  HISTORY     - 1922     MONUMENTED       CGS
 LX1193  HISTORY     - 1965     GOOD             NGS
 LX1193  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX1193  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX1193  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX1193
 LX1193                          STATION DESCRIPTION
 LX1193
 LX1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1193'0.8 MI NE FROM GLENBROOK.
 LX1193'0.75 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX1193'RAILROAD FROM THE STATION AT GLENBROOK, 0.6 MILE WEST OF THE
 LX1193'STATION AT NOROTON, 0.25 MILE WEST OF THE HOLLOW TREE RIDGE
 LX1193'ROAD OVERPASS, SET ON THE TOP OF BEDROCK WHICH PROJECTS 1 FOOT
 LX1193'ABOVE THE LEVEL OF THE GROUND, 10 RAILS WEST OF AN UNUSED
 LX1193'BRIDGE OVER THE TRACK, ABOUT 40 YARDS EAST OF POWER LINE TOWER
 LX1193'NO. 429, 37.1 FEET NORTH OF THE NORTH RAIL AND 3 FEET ABOVE THE
 LX1193'LEVEL OF THE TRACK.
 LX1193
 LX1193                          STATION RECOVERY (1983)
 LX1193
 LX1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1193'MARK NOT FOUND.
 LX1193
 LX1193                          STATION RECOVERY (1985)
 LX1193
 LX1193'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1193'MARK NOT FOUND.
 LX1193
 LX1193                          STATION RECOVERY (1987)
 LX1193
 LX1193'RECOVERY NOTE BY US POWER SQUADRON 1987 (SKH)
 LX1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1072 ***********************************************************************
 LW1072  DESIGNATION -  N 10
 LW1072  PID         -  LW1072
 LW1072  STATE/COUNTY-  CT/WINDHAM
 LW1072  USGS QUAD   -  PUTNAM (1970)
 LW1072
 LW1072                         *CURRENT SURVEY CONTROL
 LW1072  ___________________________________________________________________
 LW1072* NAD 83(1986)-  41 53 11.     (N)    071 53 31.     (W)     SCALED    
 LW1072* NAVD 88     -        82.365  (meters)     270.23   (feet)  ADJUSTED  
 LW1072  ___________________________________________________________________
 LW1072  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LW1072  DYNAMIC HT  -          82.337 (meters)     270.13  (feet)  COMP
 LW1072  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LW1072
 LW1072  VERT ORDER  -  FIRST     CLASS II
 LW1072
 LW1072.The horizontal coordinates were scaled from a topographic map and have
 LW1072.an estimated accuracy of +/- 6 seconds.
 LW1072
 LW1072.The orthometric height was determined by differential leveling
 LW1072.and adjusted by the National Geodetic Survey in June 1991..
 LW1072
 LW1072.The geoid height was determined by GEOID03.
 LW1072
 LW1072.The dynamic height is computed by dividing the NAVD 88
 LW1072.geopotential number by the normal gravity value computed on the
 LW1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1072.degrees latitude (g = 980.6199 gals.).
 LW1072
 LW1072.The modeled gravity was interpolated from observed gravity values.
 LW1072
 LW1072;                    North         East    Units  Estimated Accuracy
 LW1072;SPC CT       -   269,710.      376,020.      MT  (+/- 180 meters Scaled)
 LW1072
 LW1072                          SUPERSEDED SURVEY CONTROL
 LW1072
 LW1072  NGVD 29 (??/??/92)   82.592  (m)          270.97   (f) ADJ UNCH    1 2
 LW1072
 LW1072.Superseded values are not recommended for survey control.
 LW1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1072.See file dsdata.txt to determine how the superseded data were derived.
 LW1072
 LW1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG600412(NAD 83)
 LW1072_MARKER: DB = BENCH MARK DISK
 LW1072_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1072_STAMPING: N 10 1935
 LW1072_MARK LOGO: CGS   
 LW1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1072
 LW1072  HISTORY     - Date     Condition        Report By
 LW1072  HISTORY     - 1935     MONUMENTED       CGS
 LW1072  HISTORY     - 1936     GOOD             NGS
 LW1072  HISTORY     - 1984     GOOD             NGS
 LW1072  HISTORY     - 1988     GOOD             USPSQD
 LW1072  HISTORY     - 19900503 GOOD             USPSQD
 LW1072
 LW1072                          STATION DESCRIPTION
 LW1072
 LW1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1072'2.9 MI N FROM DAYVILLE.
 LW1072'2.9 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1072'RAILROAD FROM THE STATION AT DAYVILLE, WINDHAM COUNTY, 1,800
 LW1072'FEET SOUTH OF MILEPOST W 28-G 43, AT BRIDGE 42.74 OVER A MACADAM
 LW1072'HIGHWAY, IN THE TOP OF THE WEST END OF THE SOUTH MASONRY BACK
 LW1072'WALL, 8 FEET WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT
 LW1072'LOWER THAN THE TRACK.
 LW1072
 LW1072                          STATION RECOVERY (1936)
 LW1072
 LW1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1072'RECOVERED IN GOOD CONDITION.
 LW1072
 LW1072                          STATION RECOVERY (1984)
 LW1072
 LW1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1072'RECOVERED IN GOOD CONDITION.
 LW1072
 LW1072                          STATION RECOVERY (1988)
 LW1072
 LW1072'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1072'RECOVERED IN GOOD CONDITION.
 LW1072
 LW1072                          STATION RECOVERY (1990)
 LW1072
 LW1072'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0749 ***********************************************************************
 LX0749  DESIGNATION -  N 11
 LX0749  PID         -  LX0749
 LX0749  STATE/COUNTY-  CT/NEW HAVEN
 LX0749  USGS QUAD   -  WATERBURY (1984)
 LX0749
 LX0749                         *CURRENT SURVEY CONTROL
 LX0749  ___________________________________________________________________
 LX0749* NAD 83(1986)-  41 30 27.     (N)    073 04 53.     (W)     SCALED    
 LX0749* NAVD 88     -       129.730  (meters)     425.62   (feet)  ADJUSTED  
 LX0749  ___________________________________________________________________
 LX0749  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0749  DYNAMIC HT  -         129.689 (meters)     425.49  (feet)  COMP
 LX0749  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LX0749
 LX0749  VERT ORDER  -  SECOND    CLASS 0
 LX0749
 LX0749.The horizontal coordinates were scaled from a topographic map and have
 LX0749.an estimated accuracy of +/- 6 seconds.
 LX0749
 LX0749.The orthometric height was determined by differential leveling
 LX0749.and adjusted by the National Geodetic Survey in June 1991..
 LX0749
 LX0749.The geoid height was determined by GEOID03.
 LX0749
 LX0749.The dynamic height is computed by dividing the NAVD 88
 LX0749.geopotential number by the normal gravity value computed on the
 LX0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0749.degrees latitude (g = 980.6199 gals.).
 LX0749
 LX0749.The modeled gravity was interpolated from observed gravity values.
 LX0749
 LX0749;                    North         East    Units  Estimated Accuracy
 LX0749;SPC CT       -   227,330.      277,140.      MT  (+/- 180 meters Scaled)
 LX0749
 LX0749                          SUPERSEDED SURVEY CONTROL
 LX0749
 LX0749  NGVD 29 (??/??/92)  130.013  (m)          426.55   (f) ADJ UNCH    2 0
 LX0749
 LX0749.Superseded values are not recommended for survey control.
 LX0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0749.See file dsdata.txt to determine how the superseded data were derived.
 LX0749
 LX0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL601968(NAD 83)
 LX0749_MARKER: DB = BENCH MARK DISK
 LX0749_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0749_SP_SET: ABUTMENT
 LX0749_STAMPING: N 11 1935
 LX0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0749
 LX0749  HISTORY     - Date     Condition        Report By
 LX0749  HISTORY     - 1935     MONUMENTED       CGS
 LX0749  HISTORY     - 1955     MARK NOT FOUND   USGS
 LX0749
 LX0749                          STATION DESCRIPTION
 LX0749
 LX0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0749'4.4 MI S FROM WATERBURY.
 LX0749'ABOUT 4.4 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0749'RAILROAD FROM THE STATION AT WATERBURY, NEW HAVEN COUNTY, AT
 LX0749'25-FOOT GIRDER HIGHWAY UNDERPASS 67.11, IN THE TOP OF THE SOUTH
 LX0749'END OF THE WEST ABUTMENT, 6 FEET SOUTH OF THE SOUTH RAIL, AND
 LX0749'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0749'N 11 1935.
 LX0749
 LX0749                          STATION RECOVERY (1955)
 LX0749
 LX0749'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LX0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0039 ***********************************************************************
 LX0039  DESIGNATION -  N 12
 LX0039  PID         -  LX0039
 LX0039  STATE/COUNTY-  CT/WINDHAM
 LX0039  USGS QUAD   -  WILLIMANTIC (1984)
 LX0039
 LX0039                         *CURRENT SURVEY CONTROL
 LX0039  ___________________________________________________________________
 LX0039* NAD 83(1986)-  41 40 41.     (N)    072 10 04.     (W)     SCALED    
 LX0039* NAVD 88     -        46.790  (meters)     153.51   (feet)  ADJUSTED  
 LX0039  ___________________________________________________________________
 LX0039  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX0039  DYNAMIC HT  -          46.773 (meters)     153.45  (feet)  COMP
 LX0039  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LX0039
 LX0039  VERT ORDER  -  FIRST     CLASS II
 LX0039
 LX0039.The horizontal coordinates were scaled from a topographic map and have
 LX0039.an estimated accuracy of +/- 6 seconds.
 LX0039
 LX0039.The orthometric height was determined by differential leveling
 LX0039.and adjusted by the National Geodetic Survey in June 1991..
 LX0039
 LX0039.The geoid height was determined by GEOID03.
 LX0039
 LX0039.The dynamic height is computed by dividing the NAVD 88
 LX0039.geopotential number by the normal gravity value computed on the
 LX0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0039.degrees latitude (g = 980.6199 gals.).
 LX0039
 LX0039.The modeled gravity was interpolated from observed gravity values.
 LX0039
 LX0039;                    North         East    Units  Estimated Accuracy
 LX0039;SPC CT       -   246,380.      353,280.      MT  (+/- 180 meters Scaled)
 LX0039
 LX0039                          SUPERSEDED SURVEY CONTROL
 LX0039
 LX0039  NGVD 29 (??/??/92)   47.057  (m)          154.39   (f) ADJ UNCH    1 2
 LX0039
 LX0039.Superseded values are not recommended for survey control.
 LX0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0039.See file dsdata.txt to determine how the superseded data were derived.
 LX0039
 LX0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM357179(NAD 83)
 LX0039_MARKER: DB = BENCH MARK DISK
 LX0039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0039_STAMPING: N 12 1935
 LX0039_MARK LOGO: CGS   
 LX0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0039+STABILITY: SURFACE MOTION
 LX0039
 LX0039  HISTORY     - Date     Condition        Report By
 LX0039  HISTORY     - 1935     MONUMENTED       CGS
 LX0039  HISTORY     - 1943     GOOD             CTDT
 LX0039  HISTORY     - 1943     GOOD             USGS
 LX0039  HISTORY     - 1984     GOOD             NGS
 LX0039  HISTORY     - 19961117 GOOD             USPSQD
 LX0039
 LX0039                          STATION DESCRIPTION
 LX0039
 LX0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0039'0.1 MI S FROM SOUTH WINDHAM.
 LX0039'ABOUT 0.1 MILE SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0039'STATION AT SOUTH WINDHAM, WINDHAM COUNTY, ABOUT 300 FEET
 LX0039'NORTH OF MILEPOST 26, AT A CONCRETE BRIDGE OVER A SMALL CREEK
 LX0039'(TWO 10-FOOT SPANS), IN THE SOUTH CORNER OF THE WEST COPING,
 LX0039'8 FEET WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT LEVEL
 LX0039'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 12 1935.
 LX0039'NOTE-- IN DESCRIPTION AFTER WORDS CONCRETE BRIDGE THE FOLLOWING
 LX0039'SHOULD BE INSERTED-- 26.03.  ALSO THIS BENCH MARK IS APPROX.
 LX0039'12 FT WEST OF CENTERLINE OF TRACK, INSTEAD OF 8 FT AS NOTED
 LX0039'IN DESCRIPTION.
 LX0039
 LX0039                          STATION RECOVERY (1943)
 LX0039
 LX0039'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0039'RECOVERED IN GOOD CONDITION.
 LX0039
 LX0039                          STATION RECOVERY (1943)
 LX0039
 LX0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0039'0.1 MILE SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0039'SOUTH WINDHAM, WINDHAM COUNTY, 300 FEET NORTH OF MILEPOST 26, AT
 LX0039'CONCRETE BRIDGE NO. 26.03 OVER A SMALL BROOK (TWO 10-FOOT SPANDS), IN
 LX0039'THE SOUTH CORNER OF THE WEST COPING, 12 FEET WEST OF THE CENTER IN
 LX0039'THE SOUTH CORNER OF THE WEST COPING, 12 FEET WEST OF THE CENTER LINE
 LX0039'OF THE TRACK, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.
 LX0039
 LX0039                          STATION RECOVERY (1984)
 LX0039
 LX0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0039'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 LX0039'CHANGE TO REACH TO 0.2 KM (0.1 MI) NORTH ALONG THE CENTRAL VERMONT
 LX0039'RAILROAD FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 203 IN SOUTH
 LX0039'WINDHAM.
 LX0039
 LX0039                          STATION RECOVERY (1996)
 LX0039
 LX0039'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.84  (meters)                     GEOID03
 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 GEOID03.
 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_SP_SET: 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  8, 2006
 LX0945 ***********************************************************************
 LX0945  DESIGNATION -  N 15
 LX0945  PID         -  LX0945
 LX0945  STATE/COUNTY-  CT/FAIRFIELD
 LX0945  USGS QUAD   -  BETHEL (1984)
 LX0945
 LX0945                         *CURRENT SURVEY CONTROL
 LX0945  ___________________________________________________________________
 LX0945* NAD 83(1986)-  41 21 27.     (N)    073 25 06.     (W)     SCALED    
 LX0945* NAVD 88     -       116.308  (meters)     381.59   (feet)  POSTED    
 LX0945  ___________________________________________________________________
 LX0945  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX0945  DYNAMIC HT  -         116.270 (meters)     381.46  (feet)  COMP
 LX0945  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 LX0945
 LX0945  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0945
 LX0945.The horizontal coordinates were scaled from a topographic map and have
 LX0945.an estimated accuracy of +/- 6 seconds.
 LX0945
 LX0945.The orthometric height was determined by differential leveling
 LX0945.and adjusted by the National Geodetic Survey in 1992..
 LX0945.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0945.rate of 2.1 thru 3.0 mm/km.
 LX0945
 LX0945.The geoid height was determined by GEOID03.
 LX0945
 LX0945.The dynamic height is computed by dividing the NAVD 88
 LX0945.geopotential number by the normal gravity value computed on the
 LX0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0945.degrees latitude (g = 980.6199 gals.).
 LX0945
 LX0945.The modeled gravity was interpolated from observed gravity values.
 LX0945
 LX0945;                    North         East    Units  Estimated Accuracy
 LX0945;SPC CT       -   210,830.      248,880.      MT  (+/- 180 meters Scaled)
 LX0945
 LX0945                          SUPERSEDED SURVEY CONTROL
 LX0945
 LX0945  NGVD 29 (??/??/92)  116.589  (m)          382.51   (f) ADJ UNCH    2 0
 LX0945
 LX0945.Superseded values are not recommended for survey control.
 LX0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0945.See file dsdata.txt to determine how the superseded data were derived.
 LX0945
 LX0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL323796(NAD 83)
 LX0945_MARKER: DB = BENCH MARK DISK
 LX0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0945_SP_SET: ABUTMENT
 LX0945_STAMPING: N 15 1935
 LX0945_MARK LOGO: CGS   
 LX0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0945
 LX0945  HISTORY     - Date     Condition        Report By
 LX0945  HISTORY     - 1935     MONUMENTED       CGS
 LX0945  HISTORY     - 1959     GOOD             NGS
 LX0945  HISTORY     - 1983     GOOD             NGS
 LX0945  HISTORY     - 1984     GOOD             NGS
 LX0945  HISTORY     - 1988     GOOD             USPSQD
 LX0945
 LX0945                          STATION DESCRIPTION
 LX0945
 LX0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX0945'1 MI S FROM BETHEL.
 LX0945'1.0 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0945'FROM THE STATION AT BETHEL, FAIRFIELD COUNTY, 40 FEET SOUTH OF
 LX0945'POWERLINE TOWER 475, AT 40-FOOT STEEL-GIRDER BRIDGE NO. 12.8,
 LX0945'OVER HIGHWAY NO. 53, IN THE EAST SIDE OF THE NORTH ABUTMENT, 7
 LX0945'FEET EAST OF THE EAST RAIL, AND 3 FEET LOWER THAN THE RAIL.  A
 LX0945'STANDARD DISK, STAMPED N 15 1935.
 LX0945
 LX0945                          STATION RECOVERY (1983)
 LX0945
 LX0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0945'RECOVERED IN GOOD CONDITION.
 LX0945
 LX0945                          STATION RECOVERY (1984)
 LX0945
 LX0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0945'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
 LX0945
 LX0945                          STATION RECOVERY (1988)
 LX0945
 LX0945'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 LX0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0708 ***********************************************************************
 LX0708  DESIGNATION -  N 17
 LX0708  PID         -  LX0708
 LX0708  STATE/COUNTY-  CT/LITCHFIELD
 LX0708  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0708
 LX0708                         *CURRENT SURVEY CONTROL
 LX0708  ___________________________________________________________________
 LX0708* NAD 83(1986)-  41 57 19.     (N)    073 21 55.     (W)     SCALED    
 LX0708* NAVD 88     -       187.530  (meters)     615.25   (feet)  ADJUSTED  
 LX0708  ___________________________________________________________________
 LX0708  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0708  DYNAMIC HT  -         187.465 (meters)     615.04  (feet)  COMP
 LX0708  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LX0708
 LX0708  VERT ORDER  -  SECOND    CLASS 0
 LX0708
 LX0708.The horizontal coordinates were scaled from a topographic map and have
 LX0708.an estimated accuracy of +/- 6 seconds.
 LX0708
 LX0708.The orthometric height was determined by differential leveling
 LX0708.and adjusted by the National Geodetic Survey in June 1991..
 LX0708
 LX0708.The geoid height was determined by GEOID03.
 LX0708
 LX0708.The dynamic height is computed by dividing the NAVD 88
 LX0708.geopotential number by the normal gravity value computed on the
 LX0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0708.degrees latitude (g = 980.6199 gals.).
 LX0708
 LX0708.The modeled gravity was interpolated from observed gravity values.
 LX0708
 LX0708;                    North         East    Units  Estimated Accuracy
 LX0708;SPC CT       -   277,190.      253,790.      MT  (+/- 180 meters Scaled)
 LX0708
 LX0708                          SUPERSEDED SURVEY CONTROL
 LX0708
 LX0708  NGVD 29 (??/??/92)  187.747  (m)          615.97   (f) ADJ UNCH    2 0
 LX0708
 LX0708.Superseded values are not recommended for survey control.
 LX0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0708.See file dsdata.txt to determine how the superseded data were derived.
 LX0708
 LX0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM354461(NAD 83)
 LX0708_MARKER: DB = BENCH MARK DISK
 LX0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0708_SP_SET: BRIDGE
 LX0708_STAMPING: N 17 1935
 LX0708_MARK LOGO: CGS   
 LX0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0708
 LX0708  HISTORY     - Date     Condition        Report By
 LX0708  HISTORY     - 1935     MONUMENTED       CGS
 LX0708  HISTORY     - 1972     GOOD             CTGS
 LX0708  HISTORY     - 1984     GOOD             NGS
 LX0708
 LX0708                          STATION DESCRIPTION
 LX0708
 LX0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0708'AT FALLS VILLAGE.
 LX0708'AT FALLS VILLAGE, LITCHFIELD COUNTY, ON THE NEW YORK, NEW
 LX0708'HAVEN AND HARTFORD RAILROAD, 680 FEET NORTH OF THE STATION,
 LX0708'AT 30 FOOT STEEL-GIRDER BRIDGE NO. 76.14 OVER A HIGHWAY, IN
 LX0708'THE WEST SIDE OF THE SOUTH ABUTMENT, 3 FEET WEST OF THE WEST
 LX0708'RAIL, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 LX0708'N 17 1935.
 LX0708
 LX0708                          STATION RECOVERY (1972)
 LX0708
 LX0708'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0708'RECOVERED IN GOOD CONDITION.
 LX0708
 LX0708                          STATION RECOVERY (1984)
 LX0708
 LX0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0708'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0847 ***********************************************************************
 LX0847  DESIGNATION -  N 2
 LX0847  PID         -  LX0847
 LX0847  STATE/COUNTY-  CT/FAIRFIELD
 LX0847  USGS QUAD   -  BRIDGEPORT (1984)
 LX0847
 LX0847                         *CURRENT SURVEY CONTROL
 LX0847  ___________________________________________________________________
 LX0847* NAD 83(1986)-  41 12 09.     (N)    073 12 32.     (W)     SCALED    
 LX0847* NAVD 88     -        40.965  (meters)     134.40   (feet)  ADJUSTED  
 LX0847  ___________________________________________________________________
 LX0847  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0847  DYNAMIC HT  -          40.951 (meters)     134.35  (feet)  COMP
 LX0847  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LX0847
 LX0847  VERT ORDER  -  FIRST     CLASS I
 LX0847
 LX0847.The horizontal coordinates were scaled from a topographic map and have
 LX0847.an estimated accuracy of +/- 6 seconds.
 LX0847
 LX0847.The orthometric height was determined by differential leveling
 LX0847.and adjusted by the National Geodetic Survey in June 1991..
 LX0847
 LX0847.The geoid height was determined by GEOID03.
 LX0847
 LX0847.The dynamic height is computed by dividing the NAVD 88
 LX0847.geopotential number by the normal gravity value computed on the
 LX0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0847.degrees latitude (g = 980.6199 gals.).
 LX0847
 LX0847.The modeled gravity was interpolated from observed gravity values.
 LX0847
 LX0847;                    North         East    Units  Estimated Accuracy
 LX0847;SPC CT       -   193,500.      266,310.      MT  (+/- 180 meters Scaled)
 LX0847
 LX0847                          SUPERSEDED SURVEY CONTROL
 LX0847
 LX0847.No superseded survey control is available for this station.
 LX0847
 LX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL501627(NAD 83)
 LX0847_MARKER: DD = SURVEY DISK
 LX0847_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0847+WITH SETTING: PAVEMENT
 LX0847_STAMPING: 135.56 W 1922
 LX0847_MARK LOGO: USGS  
 LX0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0847+STABILITY: SURFACE MOTION
 LX0847
 LX0847  HISTORY     - Date     Condition        Report By
 LX0847  HISTORY     - 1922     MONUMENTED       USGS
 LX0847  HISTORY     - 1965     GOOD             NGS
 LX0847  HISTORY     - 1982     GOOD             NGS
 LX0847  HISTORY     - 1985     GOOD             NGS
 LX0847
 LX0847                          STATION DESCRIPTION
 LX0847
 LX0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0847'AT BRIDGEPORT.
 LX0847'AT BRIDGEPORT, AT THE INTERSECTION OF WAYNE STREET AND FAIRVIEW
 LX0847'AVENUE, SET ON TOP OF THE GRANITE STEP LEADING TO THE WAYNE
 LX0847'STREET (WEST) ENTRANCE TO THE MADISON SCHOOL, (A LARGE RED BRICK
 LX0847'BUILDING), 53 FEET EAST OF THE EAST CURB OF WAYNE STREET, 0.3
 LX0847'FOOT SOUTH OF THE SOUTH END OF THE STEP AND ABOUT 4 FEET ABOVE
 LX0847'THE LEVEL OF WAYNE STREET.
 LX0847
 LX0847                          STATION RECOVERY (1982)
 LX0847
 LX0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0847'RECOVERED IN GOOD CONDITION.
 LX0847
 LX0847                          STATION RECOVERY (1985)
 LX0847
 LX0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0370 ***********************************************************************
 LX0370  DESIGNATION -  N 3
 LX0370  PID         -  LX0370
 LX0370  STATE/COUNTY-  CT/NEW HAVEN
 LX0370  USGS QUAD   -  NEW HAVEN (1984)
 LX0370
 LX0370                         *CURRENT SURVEY CONTROL
 LX0370  ___________________________________________________________________
 LX0370* NAD 83(1986)-  41 16 24.     (N)    072 57 29.     (W)     SCALED    
 LX0370* NAVD 88     -        13.889  (meters)      45.57   (feet)  ADJUSTED  
 LX0370  ___________________________________________________________________
 LX0370  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0370  DYNAMIC HT  -          13.885 (meters)      45.55  (feet)  COMP
 LX0370  MODELED GRAV-     980,304.6   (mgal)                       NAVD 88
 LX0370
 LX0370  VERT ORDER  -  FIRST     CLASS I
 LX0370
 LX0370.The horizontal coordinates were scaled from a topographic map and have
 LX0370.an estimated accuracy of +/- 6 seconds.
 LX0370
 LX0370.The orthometric height was determined by differential leveling
 LX0370.and adjusted by the National Geodetic Survey in June 1991..
 LX0370
 LX0370.The geoid height was determined by GEOID03.
 LX0370
 LX0370.The dynamic height is computed by dividing the NAVD 88
 LX0370.geopotential number by the normal gravity value computed on the
 LX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0370.degrees latitude (g = 980.6199 gals.).
 LX0370
 LX0370.The modeled gravity was interpolated from observed gravity values.
 LX0370
 LX0370;                    North         East    Units  Estimated Accuracy
 LX0370;SPC CT       -   201,290.      287,370.      MT  (+/- 180 meters Scaled)
 LX0370
 LX0370                          SUPERSEDED SURVEY CONTROL
 LX0370
 LX0370  NGVD 29 (??/??/92)   14.210  (m)           46.62   (f) ADJ UNCH    1 1
 LX0370
 LX0370.Superseded values are not recommended for survey control.
 LX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0370.See file dsdata.txt to determine how the superseded data were derived.
 LX0370
 LX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL710711(NAD 83)
 LX0370_MARKER: DB = BENCH MARK DISK
 LX0370_SETTING: 66 = SET IN ROCK OUTCROP
 LX0370_SP_SET: ROCK CUT
 LX0370_STAMPING: ELEV 46.640 FT N 3 1922
 LX0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0370+STABILITY: POSITION/ELEVATION WELL
 LX0370
 LX0370  HISTORY     - Date     Condition        Report By
 LX0370  HISTORY     - 1922     MONUMENTED       CGS
 LX0370  HISTORY     - 1965     GOOD             NGS
 LX0370  HISTORY     - 1985     GOOD             USPSQD
 LX0370  HISTORY     - 1988     GOOD             USPSQD
 LX0370
 LX0370                          STATION DESCRIPTION
 LX0370
 LX0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0370'AT WEST HAVEN.
 LX0370'AT WEST HAVEN, ABOUT 0.2 MILE NORTHEAST ALONG THE NEW YORK, NEW
 LX0370'HAVEN AND HARTFORD RAILROAD FROM THE OVERPASS OVER STATE HIGHWAY
 LX0370'162 (SAWMILL ROAD), ABOUT 32 YARDS NORTH OF AND ACROSS THE TRACK
 LX0370'FROM THE NORTH CORNER OF THE ARMSTRONG TIRE AND RUBBER COMPANY
 LX0370'BLDG, ON TOP OF A NARROW LEDGE OF ROCK AND DIRECTLY AT THE BASE
 LX0370'OF AND HIGHEST POINT OF A LARGE ROCK CUT, 73 1/2 FEET SOUTHWEST
 LX0370'OF THE SOUTHWEST EDGE OF THE LEG OF ELECTRIC CABLE TOWER NO. 1025,
 LX0370'11.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST ONE
 LX0370'OF 5 TRACKS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 LX0370
 LX0370                          STATION RECOVERY (1985)
 LX0370
 LX0370'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0370'RECOVERED IN GOOD CONDITION.
 LX0370
 LX0370                          STATION RECOVERY (1988)
 LX0370
 LX0370'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1155 ***********************************************************************
 LX1155  DESIGNATION -  N 31
 LX1155  PID         -  LX1155
 LX1155  STATE/COUNTY-  CT/FAIRFIELD
 LX1155  USGS QUAD   -  STAMFORD (1984)
 LX1155
 LX1155                         *CURRENT SURVEY CONTROL
 LX1155  ___________________________________________________________________
 LX1155* NAD 83(1986)-  41 01 12.     (N)    073 37 25.     (W)     SCALED    
 LX1155* NAVD 88     -         5.811  (meters)      19.06   (feet)  ADJUSTED  
 LX1155  ___________________________________________________________________
 LX1155  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX1155  DYNAMIC HT  -           5.809 (meters)      19.06  (feet)  COMP
 LX1155  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LX1155
 LX1155  VERT ORDER  -  FIRST     CLASS I
 LX1155
 LX1155.The horizontal coordinates were scaled from a topographic map and have
 LX1155.an estimated accuracy of +/- 6 seconds.
 LX1155
 LX1155.The orthometric height was determined by differential leveling
 LX1155.and adjusted by the National Geodetic Survey in June 1991..
 LX1155
 LX1155.The geoid height was determined by GEOID03.
 LX1155
 LX1155.The dynamic height is computed by dividing the NAVD 88
 LX1155.geopotential number by the normal gravity value computed on the
 LX1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1155.degrees latitude (g = 980.6199 gals.).
 LX1155
 LX1155.The modeled gravity was interpolated from observed gravity values.
 LX1155
 LX1155;                    North         East    Units  Estimated Accuracy
 LX1155;SPC CT       -   173,500.      231,320.      MT  (+/- 180 meters Scaled)
 LX1155
 LX1155                          SUPERSEDED SURVEY CONTROL
 LX1155
 LX1155  NGVD 29 (??/??/92)    6.147  (m)           20.17   (f) ADJ UNCH    1 1
 LX1155
 LX1155.Superseded values are not recommended for survey control.
 LX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1155.See file dsdata.txt to determine how the superseded data were derived.
 LX1155
 LX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL157418(NAD 83)
 LX1155_MARKER: DB = BENCH MARK DISK
 LX1155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1155_SP_SET: OVERPASS ABUTMENT
 LX1155_STAMPING: N 31 1965
 LX1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1155
 LX1155  HISTORY     - Date     Condition        Report By
 LX1155  HISTORY     - 1965     MONUMENTED       CGS
 LX1155  HISTORY     - 1983     GOOD             NGS
 LX1155  HISTORY     - 1984     GOOD             USPSQD
 LX1155  HISTORY     - 1988     GOOD             USPSQD
 LX1155  HISTORY     - 1989     GOOD             USPSQD
 LX1155
 LX1155                          STATION DESCRIPTION
 LX1155
 LX1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1155'AT GREENWICH.
 LX1155'AT GREENWICH, ABOUT 0.25 MILE SOUTH ALONG GREENWICH AVENUE FROM
 LX1155'THE POST OFFICE AT GREENWICH, SET VERTICALLY IN THE EAST FACE
 LX1155'AND AT THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 LX1155'CONNECTICUT TURNPIKE OVERPASS OVER GREENWICH AVENUE, 9 FEET WEST
 LX1155'OF THE WEST CURB OF GREENWICH AVENUE, 1.3 FEET NORTH OF THE
 LX1155'SOUTH END OF THE ABUTMENT AND 2.7 FEET ABOVE THE LEVEL OF THE
 LX1155'SIDEWALK.
 LX1155
 LX1155                          STATION RECOVERY (1983)
 LX1155
 LX1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1155'RECOVERED IN GOOD CONDITION.
 LX1155
 LX1155                          STATION RECOVERY (1984)
 LX1155
 LX1155'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1155'RECOVERED IN GOOD CONDITION.
 LX1155
 LX1155                          STATION RECOVERY (1988)
 LX1155
 LX1155'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1155'RECOVERED IN GOOD CONDITION.
 LX1155
 LX1155                          STATION RECOVERY (1989)
 LX1155
 LX1155'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0768 ***********************************************************************
 LX0768  DESIGNATION -  N 32
 LX0768  PID         -  LX0768
 LX0768  STATE/COUNTY-  CT/FAIRFIELD
 LX0768  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0768
 LX0768                         *CURRENT SURVEY CONTROL
 LX0768  ___________________________________________________________________
 LX0768* NAD 83(1986)-  41 03 31.     (N)    073 29 42.     (W)     SCALED    
 LX0768* NAVD 88     -         9.427  (meters)      30.93   (feet)  ADJUSTED  
 LX0768  ___________________________________________________________________
 LX0768  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX0768  DYNAMIC HT  -           9.424 (meters)      30.92  (feet)  COMP
 LX0768  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX0768
 LX0768  VERT ORDER  -  FIRST     CLASS I
 LX0768
 LX0768.The horizontal coordinates were scaled from a topographic map and have
 LX0768.an estimated accuracy of +/- 6 seconds.
 LX0768
 LX0768.The orthometric height was determined by differential leveling
 LX0768.and adjusted by the National Geodetic Survey in June 1991..
 LX0768
 LX0768.The geoid height was determined by GEOID03.
 LX0768
 LX0768.The dynamic height is computed by dividing the NAVD 88
 LX0768.geopotential number by the normal gravity value computed on the
 LX0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0768.degrees latitude (g = 980.6199 gals.).
 LX0768
 LX0768.The modeled gravity was interpolated from observed gravity values.
 LX0768
 LX0768;                    North         East    Units  Estimated Accuracy
 LX0768;SPC CT       -   177,690.      242,180.      MT  (+/- 180 meters Scaled)
 LX0768
 LX0768                          SUPERSEDED SURVEY CONTROL
 LX0768
 LX0768  NGVD 29 (??/??/92)    9.765  (m)           32.04   (f) ADJ UNCH    1 1
 LX0768
 LX0768.Superseded values are not recommended for survey control.
 LX0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0768.See file dsdata.txt to determine how the superseded data were derived.
 LX0768
 LX0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL264463(NAD 83)
 LX0768_MARKER: DB = BENCH MARK DISK
 LX0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0768_SP_SET: BUILDING
 LX0768_STAMPING: N 32 1965
 LX0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0768
 LX0768  HISTORY     - Date     Condition        Report By
 LX0768  HISTORY     - 1965     MONUMENTED       CGS
 LX0768  HISTORY     - 1983     GOOD             NGS
 LX0768  HISTORY     - 19990205 GOOD             USPSQD
 LX0768
 LX0768                          STATION DESCRIPTION
 LX0768
 LX0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0768'1.9 MI SW FROM DARIEN.
 LX0768'1.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE NEW YORK, NEW
 LX0768'HAVEN AND HARTFORD RAILROAD OVERPASS AT DARIEN, ABOUT 2.5 MILES
 LX0768'EAST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF ATLANTIC
 LX0768'AVENUE AT STAMFORD, SET VERTICALLY IN THE NORTH BRICK FACE OF
 LX0768'THE FIRST CHURCH OF CHRIST SCIENTIST, 198 FEET NORTH OF THE
 LX0768'CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF
 LX0768'A DRIVEWAY ON THE EAST SIDE OF THE CHURCH, 0.7 FOOT WEST OF THE
 LX0768'NORTHEAST CORNER OF THE CHURCH AND 2.8 FEET ABOVE THE LEVEL OF
 LX0768'THE GROUND.
 LX0768
 LX0768                          STATION RECOVERY (1983)
 LX0768
 LX0768'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0768'RECOVERED IN GOOD CONDITION.
 LX0768
 LX0768                          STATION RECOVERY (1999)
 LX0768
 LX0768'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0829 ***********************************************************************
 LX0829  DESIGNATION -  N 33
 LX0829  PID         -  LX0829
 LX0829  STATE/COUNTY-  CT/FAIRFIELD
 LX0829  USGS QUAD   -  WESTPORT (1975)
 LX0829
 LX0829                         *CURRENT SURVEY CONTROL
 LX0829  ___________________________________________________________________
 LX0829* NAD 83(1986)-  41 08 35.     (N)    073 15 16.     (W)     SCALED    
 LX0829* NAVD 88     -         5.595  (meters)      18.36   (feet)  ADJUSTED  
 LX0829  ___________________________________________________________________
 LX0829  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX0829  DYNAMIC HT  -           5.593 (meters)      18.35  (feet)  COMP
 LX0829  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 LX0829
 LX0829  VERT ORDER  -  FIRST     CLASS I
 LX0829
 LX0829.The horizontal coordinates were scaled from a topographic map and have
 LX0829.an estimated accuracy of +/- 6 seconds.
 LX0829
 LX0829.The orthometric height was determined by differential leveling
 LX0829.and adjusted by the National Geodetic Survey in June 1991..
 LX0829
 LX0829.The geoid height was determined by GEOID03.
 LX0829
 LX0829.The dynamic height is computed by dividing the NAVD 88
 LX0829.geopotential number by the normal gravity value computed on the
 LX0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0829.degrees latitude (g = 980.6199 gals.).
 LX0829
 LX0829.The modeled gravity was interpolated from observed gravity values.
 LX0829
 LX0829;                    North         East    Units  Estimated Accuracy
 LX0829;SPC CT       -   186,920.      262,450.      MT  (+/- 180 meters Scaled)
 LX0829
 LX0829                          SUPERSEDED SURVEY CONTROL
 LX0829
 LX0829  NGVD 29 (??/??/92)    5.927  (m)           19.45   (f) ADJ UNCH    1 1
 LX0829
 LX0829.Superseded values are not recommended for survey control.
 LX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0829.See file dsdata.txt to determine how the superseded data were derived.
 LX0829
 LX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL464561(NAD 83)
 LX0829_MARKER: DB = BENCH MARK DISK
 LX0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0829_SP_SET: BUILDING
 LX0829_STAMPING: N 33 1965
 LX0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0829
 LX0829  HISTORY     - Date     Condition        Report By
 LX0829  HISTORY     - 1965     MONUMENTED       CGS
 LX0829  HISTORY     - 1983     GOOD             USPSQD
 LX0829
 LX0829                          STATION DESCRIPTION
 LX0829
 LX0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0829'AT FAIRFIELD.
 LX0829'AT FAIRFIELD, ALONG U.S. HIGHWAY 1, (POST ROAD), IN THE 1200
 LX0829'BLOCK OF POST ROAD, AT THE SOUTH CORNER OF THE MAIN POST OFFICE
 LX0829'BUILDING, SET ON THE TOP OF THE SOUTH CORNER OF A CONCRETE
 LX0829'WALL THAT IS AROUND A BASEMENT WINDOW (THE WALL FORMS A BOX
 LX0829'WHICH IS 11 FEET LONG, 4 FEET WIDE AND 6 FEET DEEP), 28 FEET
 LX0829'NORTHWEST OF THE NORTHWEST CURB LINE OF POST ROAD, 3.6 FEET
 LX0829'SOUTHWEST OF THE SOUTH CORNER OF THE POST OFFICE BUILDING AND
 LX0829'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0829
 LX0829                          STATION RECOVERY (1983)
 LX0829
 LX0829'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0829'AT FAIRFIELD, ALONG U.S. HIGHWAY 1, (POST ROAD), IN THE 1200 BLOCK OF
 LX0829'POST ROAD, AT THE SOUTH CORNER OF THE MAIN POST OFFICE BUILDING, SET
 LX0829'ON THE TOP OF THE SOUTH CORNER OF A CONCRETE WALL THAT IS AROUND A
 LX0829'BASEMENT WINDOW (THE WALL FORMS A BOX WHICH IS 11 FEET LONG, 4 FEET
 LX0829'WIDE AND 6 FEET DEEP), 28 FEET NORTHWEST OF CORNER OF THE POST OFFICE
 LX0829'BUILDING AND 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0918 ***********************************************************************
 LX0918  DESIGNATION -  N 34
 LX0918  PID         -  LX0918
 LX0918  STATE/COUNTY-  CT/NEW HAVEN
 LX0918  USGS QUAD   -  ANSONIA (1984)
 LX0918
 LX0918                         *CURRENT SURVEY CONTROL
 LX0918  ___________________________________________________________________
 LX0918* NAD 83(1986)-  41 15 11.     (N)    073 00 00.     (W)     SCALED    
 LX0918* NAVD 88     -        31.870  (meters)     104.56   (feet)  ADJUSTED  
 LX0918  ___________________________________________________________________
 LX0918  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX0918  DYNAMIC HT  -          31.860 (meters)     104.53  (feet)  COMP
 LX0918  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX0918
 LX0918  VERT ORDER  -  FIRST     CLASS I
 LX0918
 LX0918.The horizontal coordinates were scaled from a topographic map and have
 LX0918.an estimated accuracy of +/- 6 seconds.
 LX0918
 LX0918.The orthometric height was determined by differential leveling
 LX0918.and adjusted by the National Geodetic Survey in June 1991..
 LX0918
 LX0918.The geoid height was determined by GEOID03.
 LX0918
 LX0918.The dynamic height is computed by dividing the NAVD 88
 LX0918.geopotential number by the normal gravity value computed on the
 LX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0918.degrees latitude (g = 980.6199 gals.).
 LX0918
 LX0918.The modeled gravity was interpolated from observed gravity values.
 LX0918
 LX0918;                    North         East    Units  Estimated Accuracy
 LX0918;SPC CT       -   199,040.      283,850.      MT  (+/- 180 meters Scaled)
 LX0918
 LX0918                          SUPERSEDED SURVEY CONTROL
 LX0918
 LX0918  NGVD 29 (??/??/92)   32.195  (m)          105.63   (f) ADJ UNCH    1 1
 LX0918
 LX0918.Superseded values are not recommended for survey control.
 LX0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0918.See file dsdata.txt to determine how the superseded data were derived.
 LX0918
 LX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL675687(NAD 83)
 LX0918_MARKER: DB = BENCH MARK DISK
 LX0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0918_SP_SET: ABUTMENT
 LX0918_STAMPING: N 34 1965
 LX0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0918
 LX0918  HISTORY     - Date     Condition        Report By
 LX0918  HISTORY     - 1965     MONUMENTED       CGS
 LX0918  HISTORY     - 1985     GOOD             USPSQD
 LX0918  HISTORY     - 1988     GOOD             USPSQD
 LX0918
 LX0918                          STATION DESCRIPTION
 LX0918
 LX0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0918'2.8 MI NE FROM MILFORD.
 LX0918'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE PARCEL POST
 LX0918'STATION POST OFFICE AT MILFORD, THENCE 0.35 MILE SOUTH ALONG
 LX0918'LAMBERT ROAD, THENCE 0.1 MILE EAST ALONG INDIAN RIVER ROAD, THENCE
 LX0918'0.45 MILE SOUTH ALONG MARSH HILL ROAD, SET IN THE TOP OF THE
 LX0918'CONCRETE GUARD RAIL BASE DIRECTLY OVER THE EAST END OF THE
 LX0918'NORTH ABUTMENT OF THE MARSH HILL ROAD OVERPASS OVER THE
 LX0918'CONNECTICUT TURNPIKE, 70 FEET SOUTH OF THE NORTH END OF THE EAST
 LX0918'GUARD RAIL, 18 FEET EAST OF THE CENTER LINE OF THE ROAD AND
 LX0918'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
 LX0918
 LX0918                          STATION RECOVERY (1985)
 LX0918
 LX0918'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0918'RECOVERED IN GOOD CONDITION.
 LX0918
 LX0918                          STATION RECOVERY (1988)
 LX0918
 LX0918'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0918'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0802 ***********************************************************************
 LX0802  DESIGNATION -  N 35
 LX0802  PID         -  LX0802
 LX0802  STATE/COUNTY-  CT/FAIRFIELD
 LX0802  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0802
 LX0802                         *CURRENT SURVEY CONTROL
 LX0802  ___________________________________________________________________
 LX0802* NAD 83(1986)-  41 07 06.     (N)    073 22 19.     (W)     SCALED    
 LX0802* NAVD 88     -         7.957  (meters)      26.11   (feet)  ADJUSTED  
 LX0802  ___________________________________________________________________
 LX0802  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX0802  DYNAMIC HT  -           7.955 (meters)      26.10  (feet)  COMP
 LX0802  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX0802
 LX0802  VERT ORDER  -  FIRST     CLASS I
 LX0802
 LX0802.The horizontal coordinates were scaled from a topographic map and have
 LX0802.an estimated accuracy of +/- 6 seconds.
 LX0802
 LX0802.The orthometric height was determined by differential leveling
 LX0802.and adjusted by the National Geodetic Survey in June 1991..
 LX0802
 LX0802.The geoid height was determined by GEOID03.
 LX0802
 LX0802.The dynamic height is computed by dividing the NAVD 88
 LX0802.geopotential number by the normal gravity value computed on the
 LX0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0802.degrees latitude (g = 980.6199 gals.).
 LX0802
 LX0802.The modeled gravity was interpolated from observed gravity values.
 LX0802
 LX0802;                    North         East    Units  Estimated Accuracy
 LX0802;SPC CT       -   184,240.      252,570.      MT  (+/- 180 meters Scaled)
 LX0802
 LX0802                          SUPERSEDED SURVEY CONTROL
 LX0802
 LX0802  NGVD 29 (??/??/92)    8.293  (m)           27.21   (f) ADJ UNCH    1 1
 LX0802
 LX0802.Superseded values are not recommended for survey control.
 LX0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0802.See file dsdata.txt to determine how the superseded data were derived.
 LX0802
 LX0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL366531(NAD 83)
 LX0802_MARKER: DB = BENCH MARK DISK
 LX0802_SETTING: 66 = SET IN ROCK OUTCROP
 LX0802_SP_SET: BEDROCK
 LX0802_STAMPING: N 35 1965
 LX0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0802+STABILITY: POSITION/ELEVATION WELL
 LX0802
 LX0802  HISTORY     - Date     Condition        Report By
 LX0802  HISTORY     - 1965     MONUMENTED       CGS
 LX0802  HISTORY     - 1983     GOOD             NGS
 LX0802  HISTORY     - 19980211 GOOD             USPSQD
 LX0802
 LX0802                          STATION DESCRIPTION
 LX0802
 LX0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0802'0.1 MI W FROM SAUGATUCK.
 LX0802'0.1 MILE WEST ALONG FERRY LANE FROM THE SAUGATUCK-WESTPORT
 LX0802'RAILROAD STATION OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0802'RAILROAD, ABOUT 0.15 MILE EAST ALONG FERRY LANE FROM THE
 LX0802'JUNCTION OF STATE HIGHWAY 136, AT THE STONY POINT ESTATE, AT
 LX0802'THE BASE OF AN 18-FOOT HIGH ROCK CLIFF, SET ON THE TOP OF
 LX0802'BEDROCK WHICH PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND,
 LX0802'21.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST BRICK
 LX0802'GATE POST OF THE MOST WESTERLY ENTRANCE OF THREE TO STONY
 LX0802'POINT, 9.7 FEET SOUTH OF THE SOUTH BRICK WALL OF THE ESTATE,
 LX0802'31 FEET SOUTH OF THE CENTER LINE OF FERRY LANE, AND ABOUT
 LX0802'LEVEL WITH FERRY LANE.
 LX0802
 LX0802                          STATION RECOVERY (1983)
 LX0802
 LX0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0802'RECOVERED IN GOOD CONDITION.
 LX0802
 LX0802                          STATION RECOVERY (1998)
 LX0802
 LX0802'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0447 ***********************************************************************
 LX0447  DESIGNATION -  N 36
 LX0447  PID         -  LX0447
 LX0447  STATE/COUNTY-  CT/NEW HAVEN
 LX0447  USGS QUAD   -  CLINTON (1984)
 LX0447
 LX0447                         *CURRENT SURVEY CONTROL
 LX0447  ___________________________________________________________________
 LX0447* NAD 83(1986)-  41 16 33.     (N)    072 36 40.     (W)     SCALED    
 LX0447* NAVD 88     -         6.032  (meters)      19.79   (feet)  ADJUSTED  
 LX0447  ___________________________________________________________________
 LX0447  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX0447  DYNAMIC HT  -           6.030 (meters)      19.78  (feet)  COMP
 LX0447  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 LX0447
 LX0447  VERT ORDER  -  FIRST     CLASS I
 LX0447
 LX0447.The horizontal coordinates were scaled from a topographic map and have
 LX0447.an estimated accuracy of +/- 6 seconds.
 LX0447
 LX0447.The orthometric height was determined by differential leveling
 LX0447.and adjusted by the National Geodetic Survey in June 1991..
 LX0447
 LX0447.The geoid height was determined by GEOID03.
 LX0447
 LX0447.The dynamic height is computed by dividing the NAVD 88
 LX0447.geopotential number by the normal gravity value computed on the
 LX0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0447.degrees latitude (g = 980.6199 gals.).
 LX0447
 LX0447.The modeled gravity was interpolated from observed gravity values.
 LX0447
 LX0447;                    North         East    Units  Estimated Accuracy
 LX0447;SPC CT       -   201,550.      316,440.      MT  (+/- 180 meters Scaled)
 LX0447
 LX0447                          SUPERSEDED SURVEY CONTROL
 LX0447
 LX0447  NGVD 29 (??/??/92)    6.338  (m)           20.79   (f) ADJ UNCH    1 1
 LX0447
 LX0447.Superseded values are not recommended for survey control.
 LX0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0447.See file dsdata.txt to determine how the superseded data were derived.
 LX0447
 LX0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL000721(NAD 83)
 LX0447_MARKER: DB = BENCH MARK DISK
 LX0447_SETTING: 66 = SET IN ROCK OUTCROP
 LX0447_SP_SET: ROCK LEDGE
 LX0447_STAMPING: N 36 1965
 LX0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0447+STABILITY: POSITION/ELEVATION WELL
 LX0447
 LX0447  HISTORY     - Date     Condition        Report By
 LX0447  HISTORY     - 1965     MONUMENTED       CGS
 LX0447  HISTORY     - 1974     GOOD             CTGS
 LX0447
 LX0447                          STATION DESCRIPTION
 LX0447
 LX0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0447'1 MI W FROM MADISON.
 LX0447'1.0 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0447'MADISON, ABOUT 0.2 MILE SOUTHEAST OF THE ENTRANCE TO THE WESTSIDE
 LX0447'CEMETERY, ABOUT 75 YARDS EAST AND ACROSS THE HIGHWAY FROM THE
 LX0447'WOODLAWN RESTAURANT, AT THE INSIDE OF A SHARP CURVE, SET IN THE
 LX0447'TOP OF A SLOPING ROCK LEDGE WHICH IS AT THE BASE OF A ROCK CUT,
 LX0447'29 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET
 LX0447'ABOVE THE LEVEL OF THE HIGHWAY.
 LX0447
 LX0447                          STATION RECOVERY (1974)
 LX0447
 LX0447'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0091 ***********************************************************************
 LX0091  DESIGNATION -  N 37
 LX0091  PID         -  LX0091
 LX0091  STATE/COUNTY-  CT/MIDDLESEX
 LX0091  USGS QUAD   -  OLD LYME (1976)
 LX0091
 LX0091                         *CURRENT SURVEY CONTROL
 LX0091  ___________________________________________________________________
 LX0091* NAD 83(1986)-  41 16 23.     (N)    072 21 28.     (W)     SCALED    
 LX0091* NAVD 88     -         1.703  (meters)       5.59   (feet)  ADJUSTED  
 LX0091  ___________________________________________________________________
 LX0091  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX0091  DYNAMIC HT  -           1.703 (meters)       5.59  (feet)  COMP
 LX0091  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LX0091
 LX0091  VERT ORDER  -  FIRST     CLASS I
 LX0091
 LX0091.The horizontal coordinates were scaled from a topographic map and have
 LX0091.an estimated accuracy of +/- 6 seconds.
 LX0091
 LX0091.The orthometric height was determined by differential leveling
 LX0091.and adjusted by the National Geodetic Survey in June 1991..
 LX0091
 LX0091.The geoid height was determined by GEOID03.
 LX0091
 LX0091.The dynamic height is computed by dividing the NAVD 88
 LX0091.geopotential number by the normal gravity value computed on the
 LX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0091.degrees latitude (g = 980.6199 gals.).
 LX0091
 LX0091.The modeled gravity was interpolated from observed gravity values.
 LX0091
 LX0091;                    North         East    Units  Estimated Accuracy
 LX0091;SPC CT       -   201,310.      337,660.      MT  (+/- 180 meters Scaled)
 LX0091
 LX0091                          SUPERSEDED SURVEY CONTROL
 LX0091
 LX0091  NGVD 29 (??/??/92)    2.013  (m)            6.60   (f) ADJ UNCH    1 1
 LX0091
 LX0091.Superseded values are not recommended for survey control.
 LX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0091.See file dsdata.txt to determine how the superseded data were derived.
 LX0091
 LX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL213724(NAD 83)
 LX0091_MARKER: DB = BENCH MARK DISK
 LX0091_SETTING: 80 = SET IN A BOULDER
 LX0091_SP_SET: BOULDER
 LX0091_STAMPING: N 37 1965
 LX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0091+STABILITY: SURFACE MOTION
 LX0091
 LX0091  HISTORY     - Date     Condition        Report By
 LX0091  HISTORY     - 1965     MONUMENTED       CGS
 LX0091  HISTORY     - 1983     GOOD             USPSQD
 LX0091  HISTORY     - 1988     GOOD             USPSQD
 LX0091  HISTORY     - 1989     GOOD             USPSQD
 LX0091  HISTORY     - 1990     GOOD             USPSQD
 LX0091  HISTORY     - 19970118 GOOD             USPSQD
 LX0091  HISTORY     - 20010227 GOOD             USPSQD
 LX0091
 LX0091                          STATION DESCRIPTION
 LX0091
 LX0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0091'2.5 MI SE FROM OLD SAYBROOK.
 LX0091'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE
 LX0091'TOWN HALL AT OLD SAYBROOK, ABOUT 60 YARDS EAST ALONG NIBANG
 LX0091'AVENUE FROM ITS JUNCTION WITH THE HIGHWAY, AT THE JUNCTION OF
 LX0091'THE AVENUE AND A BLACK TOP DRIVEWAY LEADING SOUTH, SET ON
 LX0091'THE TOP OF A BURIED BOULDER WHICH PROJECTS 1/2 FOOT ABOVE
 LX0091'THE LEVEL OF THE GROUND, 65 FEET EAST OF THE CENTER LINE OF THE
 LX0091'DRIVEWAY, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE
 LX0091'AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LX0091
 LX0091                          STATION RECOVERY (1983)
 LX0091
 LX0091'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0091'RECOVERED IN GOOD CONDITION.
 LX0091
 LX0091                          STATION RECOVERY (1988)
 LX0091
 LX0091'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0091'RECOVERED IN GOOD CONDITION.
 LX0091
 LX0091                          STATION RECOVERY (1989)
 LX0091
 LX0091'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0091'RECOVERED IN GOOD CONDITION.
 LX0091
 LX0091                          STATION RECOVERY (1990)
 LX0091
 LX0091'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0091'RECOVERED IN GOOD CONDITION.
 LX0091
 LX0091                          STATION RECOVERY (1997)
 LX0091
 LX0091'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0091'RECOVERED IN GOOD CONDITION.
 LX0091
 LX0091                          STATION RECOVERY (2001)
 LX0091
 LX0091'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0150 ***********************************************************************
 LX0150  DESIGNATION -  N 38
 LX0150  PID         -  LX0150
 LX0150  STATE/COUNTY-  CT/NEW LONDON
 LX0150  USGS QUAD   -  NEW LONDON (1984)
 LX0150
 LX0150                         *CURRENT SURVEY CONTROL
 LX0150  ___________________________________________________________________
 LX0150* NAD 83(1986)-  41 21 01.     (N)    072 06 03.     (W)     SCALED    
 LX0150* NAVD 88     -         2.550  (meters)       8.37   (feet)  ADJUSTED  
 LX0150  ___________________________________________________________________
 LX0150  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0150  DYNAMIC HT  -           2.549 (meters)       8.36  (feet)  COMP
 LX0150  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LX0150
 LX0150  VERT ORDER  -  FIRST     CLASS I
 LX0150
 LX0150.The horizontal coordinates were scaled from a topographic map and have
 LX0150.an estimated accuracy of +/- 6 seconds.
 LX0150
 LX0150.The orthometric height was determined by differential leveling
 LX0150.and adjusted by the National Geodetic Survey in June 1991..
 LX0150
 LX0150.The geoid height was determined by GEOID03.
 LX0150
 LX0150.The dynamic height is computed by dividing the NAVD 88
 LX0150.geopotential number by the normal gravity value computed on the
 LX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0150.degrees latitude (g = 980.6199 gals.).
 LX0150
 LX0150.The modeled gravity was interpolated from observed gravity values.
 LX0150
 LX0150;                    North         East    Units  Estimated Accuracy
 LX0150;SPC CT       -   210,020.      359,130.      MT  (+/- 180 meters Scaled)
 LX0150
 LX0150                          SUPERSEDED SURVEY CONTROL
 LX0150
 LX0150  NGVD 29 (??/??/92)    2.844  (m)            9.33   (f) ADJ UNCH    1 1
 LX0150
 LX0150.Superseded values are not recommended for survey control.
 LX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0150.See file dsdata.txt to determine how the superseded data were derived.
 LX0150
 LX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL425816(NAD 83)
 LX0150_MARKER: DB = BENCH MARK DISK
 LX0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0150_SP_SET: BUILDING
 LX0150_STAMPING: N 38 1965
 LX0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0150+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 LX0150
 LX0150  HISTORY     - Date     Condition        Report By
 LX0150  HISTORY     - 1965     MONUMENTED       CGS
 LX0150  HISTORY     - 1984     GOOD             USPSQD
 LX0150  HISTORY     - 1988     GOOD             USPSQD
 LX0150  HISTORY     - 1989     GOOD             USPSQD
 LX0150  HISTORY     - 19901219 GOOD             USPSQD
 LX0150  HISTORY     - 20000405 GOOD             USPSQD
 LX0150  HISTORY     - 20010415 GOOD             USPSQD
 LX0150  HISTORY     - 20051220 GOOD             USPSQD
 LX0150
 LX0150                          STATION DESCRIPTION
 LX0150
 LX0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0150'AT NEW LONDON.
 LX0150'ABOUT 0.3 MILE SOUTHWEST ALONG BANK STREET FROM THE CUSTOMHOUSE
 LX0150'AT NEW LONDON, AT THE INTERSECTION OF BANK, REED AND BLINMAN
 LX0150'STREET, SET VERTICALLY IN THE WEST GRANITE FACE OF A 3
 LX0150'STORIED BUILDING AT 461 BANK STREET IN NEW LONDON, 76.5
 LX0150'FEET NORTH OF THE NORTH CURB OF BANK STREET, 8.5 FEET SOUTH OF
 LX0150'THE SOUTH CURB OF BLINMAN STREET, 8.2 FEET EAST OF THE EAST
 LX0150'CURB OF REED STREET, 0.9 FOOT SOUTH OF THE NORTHWEST CORNER OF
 LX0150'THE BUILDING AND 2 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX0150
 LX0150                          STATION RECOVERY (1984)
 LX0150
 LX0150'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0150'RECOVERED IN GOOD CONDITION.
 LX0150
 LX0150                          STATION RECOVERY (1988)
 LX0150
 LX0150'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0150'RECOVERED IN GOOD CONDITION.
 LX0150
 LX0150                          STATION RECOVERY (1989)
 LX0150
 LX0150'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0150'RECOVERED IN GOOD CONDITION.
 LX0150
 LX0150                          STATION RECOVERY (1990)
 LX0150
 LX0150'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0150'RECOVERED IN GOOD CONDITION.
 LX0150
 LX0150                          STATION RECOVERY (2000)
 LX0150
 LX0150'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX0150'RECOVERED IN GOOD CONDITION.
 LX0150
 LX0150                          STATION RECOVERY (2001)
 LX0150
 LX0150'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0150'RECOVERED IN GOOD CONDITION.
 LX0150
 LX0150                          STATION RECOVERY (2005)
 LX0150
 LX0150'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1092 ***********************************************************************
 MZ1092  DESIGNATION -  N 49
 MZ1092  PID         -  MZ1092
 MZ1092  STATE/COUNTY-  CT/HARTFORD
 MZ1092  USGS QUAD   -  
 MZ1092
 MZ1092                         *CURRENT SURVEY CONTROL
 MZ1092  ___________________________________________________________________
 MZ1092* NAD 83(1986)-  42 01 55.     (N)    072 38 12.     (W)     SCALED    
 MZ1092* NAVD 88     -        40.337  (meters)     132.34   (feet)  ADJUSTED  
 MZ1092  ___________________________________________________________________
 MZ1092  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 MZ1092  DYNAMIC HT  -          40.326 (meters)     132.30  (feet)  COMP
 MZ1092  MODELED GRAV-     980,345.4   (mgal)                       NAVD 88
 MZ1092
 MZ1092  VERT ORDER  -  FIRST     CLASS II
 MZ1092
 MZ1092.The horizontal coordinates were scaled from a topographic map and have
 MZ1092.an estimated accuracy of +/- 6 seconds.
 MZ1092
 MZ1092.The orthometric height was determined by differential leveling
 MZ1092.and adjusted by the National Geodetic Survey in June 1991..
 MZ1092
 MZ1092.The geoid height was determined by GEOID03.
 MZ1092
 MZ1092.The dynamic height is computed by dividing the NAVD 88
 MZ1092.geopotential number by the normal gravity value computed on the
 MZ1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ1092.degrees latitude (g = 980.6199 gals.).
 MZ1092
 MZ1092.The modeled gravity was interpolated from observed gravity values.
 MZ1092
 MZ1092;                    North         East    Units  Estimated Accuracy
 MZ1092;SPC CT       -   285,530.      314,190.      MT  (+/- 180 meters Scaled)
 MZ1092
 MZ1092                          SUPERSEDED SURVEY CONTROL
 MZ1092
 MZ1092.No superseded survey control is available for this station.
 MZ1092
 MZ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM956560(NAD 83)
 MZ1092_MARKER: DB = BENCH MARK DISK
 MZ1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1092_SP_SET: CONCRETE POST
 MZ1092_STAMPING: N 49 CDH BOUNDARY
 MZ1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1092+STABILITY: SURFACE MOTION
 MZ1092
 MZ1092  HISTORY     - Date     Condition        Report By
 MZ1092  HISTORY     - UNK      MONUMENTED       CTDT
 MZ1092  HISTORY     - 1978     GOOD             NGS
 MZ1092  HISTORY     - 1989     GOOD             USPSQD
 MZ1092
 MZ1092                          STATION DESCRIPTION
 MZ1092
 MZ1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 MZ1092'3.4 MI NORTH FROM SUFFIELD.
 MZ1092'2 FEET EAST OF A WIRE FENCE .
 MZ1092
 MZ1092                          STATION RECOVERY (1989)
 MZ1092
 MZ1092'RECOVERY NOTE BY US POWER SQUADRON 1989 (REM)
 MZ1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1657 ***********************************************************************
 LX1657  DESIGNATION -  N 50
 LX1657  PID         -  LX1657
 LX1657  STATE/COUNTY-  CT/HARTFORD
 LX1657  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX1657
 LX1657                         *CURRENT SURVEY CONTROL
 LX1657  ___________________________________________________________________
 LX1657* NAD 83(1986)-  41 42 57.     (N)    072 44 21.     (W)     SCALED    
 LX1657* NAVD 88     -        23.440  (meters)      76.90   (feet)  ADJUSTED  
 LX1657  ___________________________________________________________________
 LX1657  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX1657  DYNAMIC HT  -          23.433 (meters)      76.88  (feet)  COMP
 LX1657  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 LX1657
 LX1657  VERT ORDER  -  FIRST     CLASS II
 LX1657
 LX1657.The horizontal coordinates were scaled from a topographic map and have
 LX1657.an estimated accuracy of +/- 6 seconds.
 LX1657
 LX1657.The orthometric height was determined by differential leveling
 LX1657.and adjusted by the National Geodetic Survey in June 1991..
 LX1657
 LX1657.The geoid height was determined by GEOID03.
 LX1657
 LX1657.The dynamic height is computed by dividing the NAVD 88
 LX1657.geopotential number by the normal gravity value computed on the
 LX1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1657.degrees latitude (g = 980.6199 gals.).
 LX1657
 LX1657.The modeled gravity was interpolated from observed gravity values.
 LX1657
 LX1657;                    North         East    Units  Estimated Accuracy
 LX1657;SPC CT       -   250,410.      305,700.      MT  (+/- 180 meters Scaled)
 LX1657
 LX1657                          SUPERSEDED SURVEY CONTROL
 LX1657
 LX1657.No superseded survey control is available for this station.
 LX1657
 LX1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM880206(NAD 83)
 LX1657_MARKER: DB = BENCH MARK DISK
 LX1657_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX1657_STAMPING: N 50 1978
 LX1657_MARK LOGO: NGS   
 LX1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1657+STABILITY: SURFACE MOTION
 LX1657
 LX1657  HISTORY     - Date     Condition        Report By
 LX1657  HISTORY     - 1978     MONUMENTED       NGS
 LX1657  HISTORY     - 1985     GOOD             NGS
 LX1657
 LX1657                          STATION DESCRIPTION
 LX1657
 LX1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1657'1.25 MI SW FROM ELMWOOD.
 LX1657'1.15 MILES SOUTHWEST ALONG NEWINGTON ROAD FROM THE JUNCTION OF
 LX1657'NEWINGTON ROAD AND NEW BRITAIN AVENUE IN ELMWOOD TO THE JUNCTION
 LX1657'OF NEWINGTON ROAD AND WEST HILL ROAD, THENCE 0.1 MILE WEST ALONG
 LX1657'WEST HILL ROAD TO THE MARK ON THE LEFT, SET IN BETWEEN THE TWO
 LX1657'FIRE ENGINE EXIT DOORS AT THE NEWINGTON VOLUNTEER FIRE DEPARTMENT,
 LX1657'COMPANY NUMBER 3, 103 FEET SOUTH OF THE CENTER LINE OF WEST HILL
 LX1657'ROAD, 62 FEET SOUTHEAST OF A FLAG POLE, 20.6 FEET NORTHWEST OF THE
 LX1657'NORTHEAST CORNER OF THE BUILDING, 23 FEET EAST OF THE MAIN ENTRANCE
 LX1657'TO THE BUILDING.
 LX1657
 LX1657                          STATION RECOVERY (1985)
 LX1657
 LX1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1631 ***********************************************************************
 LX1631  DESIGNATION -  N 51
 LX1631  PID         -  LX1631
 LX1631  STATE/COUNTY-  CT/NEW HAVEN
 LX1631  USGS QUAD   -  BRANFORD (1984)
 LX1631
 LX1631                         *CURRENT SURVEY CONTROL
 LX1631  ___________________________________________________________________
 LX1631* NAD 83(1986)-  41 25 01.     (N)    072 50 27.     (W)     SCALED    
 LX1631* NAVD 88     -        16.111  (meters)      52.86   (feet)  ADJUSTED  
 LX1631  ___________________________________________________________________
 LX1631  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX1631  DYNAMIC HT  -          16.106 (meters)      52.84  (feet)  COMP
 LX1631  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 LX1631  OBS GRAVITY -     980,307.1   (mgal)                       GRAV_OBS
 LX1631
 LX1631  VERT ORDER  -  FIRST     CLASS II
 LX1631
 LX1631.The horizontal coordinates were scaled from a topographic map and have
 LX1631.an estimated accuracy of +/- 6 seconds.
 LX1631
 LX1631.The orthometric height was determined by differential leveling
 LX1631.and adjusted by the National Geodetic Survey in June 1991..
 LX1631
 LX1631.The geoid height was determined by GEOID03.
 LX1631
 LX1631.The dynamic height is computed by dividing the NAVD 88
 LX1631.geopotential number by the normal gravity value computed on the
 LX1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1631.degrees latitude (g = 980.6199 gals.).
 LX1631
 LX1631.The modeled gravity was interpolated from observed gravity values.
 LX1631.The observed gravity was obtained from relative gravimeter ties
 LX1631.to the IGSN71 gravity network.
 LX1631
 LX1631;                    North         East    Units  Estimated Accuracy
 LX1631;SPC CT       -   217,220.      297,210.      MT  (+/- 180 meters Scaled)
 LX1631
 LX1631                          SUPERSEDED SURVEY CONTROL
 LX1631
 LX1631.No superseded survey control is available for this station.
 LX1631
 LX1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL804872(NAD 83)
 LX1631_MARKER: DB = BENCH MARK DISK
 LX1631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1631_SP_SET: STAINLESS STEEL ROD
 LX1631_STAMPING: N 51 1978
 LX1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1631
 LX1631  HISTORY     - Date     Condition        Report By
 LX1631  HISTORY     - 1978     MONUMENTED       NGS
 LX1631
 LX1631                          STATION DESCRIPTION
 LX1631
 LX1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1631'1.95 MILE NE FROM NORTH HAVEN.
 LX1631'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 5, FROM THE POST OFFICE
 LX1631'IN NORTH HAVEN, TO THE MARK ON THE LEFT, 3 FEET SOUTHEAST OF POWER
 LX1631'POLE NUMBER 3708, 11 FEET NORTH OF THE CENTER LINE OF A PAVED ROAD,
 LX1631'24.5 FEET NORTHWEST OF A 48 INCH OAK TREE, 53 FEET NORTHEAST OF
 LX1631'THE NORTHEAST CORNER OF MR. HOWARD TUSSMERS HOUSE, 67 FEET NORTH-
 LX1631'WEST OF THE CENTER LINE OF HIGHWAY 5, ROD DRIVEN TO 45 FEET BECAUSE
 LX1631'ROD COULD BE PUSHED DOWN BY HAND, DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1988 ***********************************************************************
 LX1988  DESIGNATION -  N 53
 LX1988  PID         -  LX1988
 LX1988  STATE/COUNTY-  CT/LITCHFIELD
 LX1988  USGS QUAD   -  NORFOLK (1969)
 LX1988
 LX1988                         *CURRENT SURVEY CONTROL
 LX1988  ___________________________________________________________________
 LX1988* NAD 83(1986)-  41 59 15.     (N)    073 11 16.     (W)     SCALED    
 LX1988* NAVD 88     -       412.431  (meters)    1353.12   (feet)  ADJUSTED  
 LX1988  ___________________________________________________________________
 LX1988  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX1988  DYNAMIC HT  -         412.284 (meters)    1352.64  (feet)  COMP
 LX1988  MODELED GRAV-     980,252.7   (mgal)                       NAVD 88
 LX1988
 LX1988  VERT ORDER  -  FIRST     CLASS II
 LX1988
 LX1988.The horizontal coordinates were scaled from a topographic map and have
 LX1988.an estimated accuracy of +/- 6 seconds.
 LX1988
 LX1988.The orthometric height was determined by differential leveling
 LX1988.and adjusted by the National Geodetic Survey in June 1991..
 LX1988
 LX1988.The geoid height was determined by GEOID03.
 LX1988
 LX1988.The dynamic height is computed by dividing the NAVD 88
 LX1988.geopotential number by the normal gravity value computed on the
 LX1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1988.degrees latitude (g = 980.6199 gals.).
 LX1988
 LX1988.The modeled gravity was interpolated from observed gravity values.
 LX1988
 LX1988;                    North         East    Units  Estimated Accuracy
 LX1988;SPC CT       -   280,680.      268,520.      MT  (+/- 180 meters Scaled)
 LX1988
 LX1988                          SUPERSEDED SURVEY CONTROL
 LX1988
 LX1988.No superseded survey control is available for this station.
 LX1988
 LX1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM501499(NAD 83)
 LX1988_MARKER: DB = BENCH MARK DISK
 LX1988_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX1988_SP_SET: RETAINING WALL
 LX1988_STAMPING: N 53 1984
 LX1988_MARK LOGO: NGS   
 LX1988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1988
 LX1988  HISTORY     - Date     Condition        Report By
 LX1988  HISTORY     - 1984     MONUMENTED       NGS
 LX1988
 LX1988                          STATION DESCRIPTION
 LX1988
 LX1988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1988'1.1 KM (0.7 MI) ESE FROM NORFOLK.
 LX1988'1.1 KM (0.7 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN
 LX1988'HALL IN NORFOLK TO THE BOTELLE ELEMENTARY SCHOOL AND THE MARK ON THE
 LX1988'RIGHT, IN TOP OF THE MASSIVE RETAINING WALL ON THE SOUTH SIDE OF THE
 LX1988'MOST NORTHERLY ENTRANCE OF THE SCHOOL, 0.1 KM (0.05 MI) SOUTH OF THE
 LX1988'HIGHWAY, 29.26 METERS (96.0 FT) SOUTH OF THE FLAG POLE OF THE SCHOOL,
 LX1988'5.18 (17.0 FT) WEST OF THE WEST CURB OF THE PAVED ENTRANCE,
 LX1988'2.43 METERS (8.0 FT) SOUTH OF THE CENTER OF THE CONCRETE ENTRANCE,
 LX1988'0.91 METER (3.0 FT) NORTH OF AN ALUMINUM LAMP POST ANCHORED INTO THE
 LX1988'RETAINING WALL.
 LX1988'THE MARK IS 0.18 M ABOVE PAVED ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1871 ***********************************************************************
 LX1871  DESIGNATION -  N 54
 LX1871  PID         -  LX1871
 LX1871  STATE/COUNTY-  CT/FAIRFIELD
 LX1871  USGS QUAD   -  NORWALK NORTH (1975)
 LX1871
 LX1871                         *CURRENT SURVEY CONTROL
 LX1871  ___________________________________________________________________
 LX1871* NAD 83(1986)-  41 12 58.     (N)    073 25 33.     (W)     SCALED    
 LX1871* NAVD 88     -        68.665  (meters)     225.28   (feet)  ADJUSTED  
 LX1871  ___________________________________________________________________
 LX1871  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX1871  DYNAMIC HT  -          68.642 (meters)     225.20  (feet)  COMP
 LX1871  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX1871
 LX1871  VERT ORDER  -  FIRST     CLASS II
 LX1871
 LX1871.The horizontal coordinates were scaled from a topographic map and have
 LX1871.an estimated accuracy of +/- 6 seconds.
 LX1871
 LX1871.The orthometric height was determined by differential leveling
 LX1871.and adjusted by the National Geodetic Survey in June 1991..
 LX1871
 LX1871.The geoid height was determined by GEOID03.
 LX1871
 LX1871.The dynamic height is computed by dividing the NAVD 88
 LX1871.geopotential number by the normal gravity value computed on the
 LX1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1871.degrees latitude (g = 980.6199 gals.).
 LX1871
 LX1871.The modeled gravity was interpolated from observed gravity values.
 LX1871
 LX1871;                    North         East    Units  Estimated Accuracy
 LX1871;SPC CT       -   195,130.      248,130.      MT  (+/- 180 meters Scaled)
 LX1871
 LX1871                          SUPERSEDED SURVEY CONTROL
 LX1871
 LX1871.No superseded survey control is available for this station.
 LX1871
 LX1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL319639(NAD 83)
 LX1871_MARKER: DB = BENCH MARK DISK
 LX1871_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1871_SP_SET: ABUTMENT
 LX1871_STAMPING: N 54 1984
 LX1871_MARK LOGO: NGS   
 LX1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1871
 LX1871  HISTORY     - Date     Condition        Report By
 LX1871  HISTORY     - 1984     MONUMENTED       NGS
 LX1871
 LX1871                          STATION DESCRIPTION
 LX1871
 LX1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1871'3.5 KM (2.2 MI) NORTH FROM WILTON.
 LX1871'3.3 KM (2.05 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1871'WILTON, THENCE 0.2 KM (0.15 MI) EAST ALONG CANNON ROAD TO THE MARK ON
 LX1871'THE RIGHT, IN TOP OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER CANNON
 LX1871'BROOK, 4.45 METERS (14.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 LX1871'ROAD, 16.75 METERS (54.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 LX1871'CANNON GRANGE NUMBER 152, 0.24 METER (0.8 FT) SOUTH-SOUTHWEST OF THE
 LX1871'SOUTH-SOUTHWEST FACE OF THE BRIDGE.
 LX1871'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2028 ***********************************************************************
 LX2028  DESIGNATION -  N 55
 LX2028  PID         -  LX2028
 LX2028  STATE/COUNTY-  CT/HARTFORD
 LX2028  USGS QUAD   -  TARIFFVILLE (1984)
 LX2028
 LX2028                         *CURRENT SURVEY CONTROL
 LX2028  ___________________________________________________________________
 LX2028* NAD 83(1986)-  41 57 18.     (N)    072 49 44.     (W)     SCALED    
 LX2028* NAVD 88     -       133.753  (meters)     438.82   (feet)  ADJUSTED  
 LX2028  ___________________________________________________________________
 LX2028  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 LX2028  DYNAMIC HT  -         133.715 (meters)     438.70  (feet)  COMP
 LX2028  MODELED GRAV-     980,335.1   (mgal)                       NAVD 88
 LX2028
 LX2028  VERT ORDER  -  FIRST     CLASS II
 LX2028
 LX2028.The horizontal coordinates were scaled from a topographic map and have
 LX2028.an estimated accuracy of +/- 6 seconds.
 LX2028
 LX2028.The orthometric height was determined by differential leveling
 LX2028.and adjusted by the National Geodetic Survey in June 1991..
 LX2028
 LX2028.The geoid height was determined by GEOID03.
 LX2028
 LX2028.The dynamic height is computed by dividing the NAVD 88
 LX2028.geopotential number by the normal gravity value computed on the
 LX2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2028.degrees latitude (g = 980.6199 gals.).
 LX2028
 LX2028.The modeled gravity was interpolated from observed gravity values.
 LX2028
 LX2028;                    North         East    Units  Estimated Accuracy
 LX2028;SPC CT       -   276,980.      298,260.      MT  (+/- 180 meters Scaled)
 LX2028
 LX2028                          SUPERSEDED SURVEY CONTROL
 LX2028
 LX2028.No superseded survey control is available for this station.
 LX2028
 LX2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM799470(NAD 83)
 LX2028_MARKER: DB = BENCH MARK DISK
 LX2028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2028_SP_SET: HEADWALL
 LX2028_STAMPING: N 55 1984
 LX2028_MARK LOGO: NGS   
 LX2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2028+STABILITY: SURFACE MOTION
 LX2028
 LX2028  HISTORY     - Date     Condition        Report By
 LX2028  HISTORY     - 1984     MONUMENTED       NGS
 LX2028
 LX2028                          STATION DESCRIPTION
 LX2028
 LX2028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2028'2.3 KM (1.45 MI) EAST FROM WEST GRANBY.
 LX2028'2.3 KM (1.45 MI) EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 LX2028'STATE HIGHWAY 219 IN WEST GRANBY TO THE MARK ON THE LEFT, IN TOP OF
 LX2028'THE SOUTHWEST CORNER OF A CONCRETE BOX CULVERT, ALSO 3.5 KM (2.15 MI)
 LX2028'WEST ALONG HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY 202 IN GRANBY,
 LX2028'6.55 METERS (21.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.73
 LX2028'(38.5 FT) WEST OF THE WEST END OF A METAL GUARD RAIL, 6.40 METERS
 LX2028'(21.0 FT) EAST OF POWER POLE 315 WITH A TRANSFORMER.
 LX2028'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LX2028'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1681 ***********************************************************************
 LW1681  DESIGNATION -  N 56
 LW1681  PID         -  LW1681
 LW1681  STATE/COUNTY-  CT/WINDHAM
 LW1681  USGS QUAD   -  PUTNAM (1970)
 LW1681
 LW1681                         *CURRENT SURVEY CONTROL
 LW1681  ___________________________________________________________________
 LW1681* NAD 83(1986)-  41 54 19.     (N)    071 53 37.     (W)     SCALED    
 LW1681* NAVD 88     -        87.577  (meters)     287.33   (feet)  ADJUSTED  
 LW1681  ___________________________________________________________________
 LW1681  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW1681  DYNAMIC HT  -          87.548 (meters)     287.23  (feet)  COMP
 LW1681  MODELED GRAV-     980,289.7   (mgal)                       NAVD 88
 LW1681
 LW1681  VERT ORDER  -  FIRST     CLASS II
 LW1681
 LW1681.The horizontal coordinates were scaled from a topographic map and have
 LW1681.an estimated accuracy of +/- 6 seconds.
 LW1681
 LW1681.The orthometric height was determined by differential leveling
 LW1681.and adjusted by the National Geodetic Survey in June 1991..
 LW1681
 LW1681.The geoid height was determined by GEOID03.
 LW1681
 LW1681.The dynamic height is computed by dividing the NAVD 88
 LW1681.geopotential number by the normal gravity value computed on the
 LW1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1681.degrees latitude (g = 980.6199 gals.).
 LW1681
 LW1681.The modeled gravity was interpolated from observed gravity values.
 LW1681
 LW1681;                    North         East    Units  Estimated Accuracy
 LW1681;SPC CT       -   271,800.      375,860.      MT  (+/- 180 meters Scaled)
 LW1681
 LW1681                          SUPERSEDED SURVEY CONTROL
 LW1681
 LW1681.No superseded survey control is available for this station.
 LW1681
 LW1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG599433(NAD 83)
 LW1681_MARKER: DB = BENCH MARK DISK
 LW1681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1681_SP_SET: ABUTMENT
 LW1681_STAMPING: N 56 1984
 LW1681_MARK LOGO: NGS   
 LW1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1681
 LW1681  HISTORY     - Date     Condition        Report By
 LW1681  HISTORY     - 1984     MONUMENTED       NGS
 LW1681  HISTORY     - 19961207 GOOD             USPSQD
 LW1681
 LW1681                          STATION DESCRIPTION
 LW1681
 LW1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1681'1.9 KM (1.2 MI) SSE FROM PUTNAM.
 LW1681'1.9 KM (1.2 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LW1681'JUNCTION OF U.S. HIGHWAY 44 IN PUTNAM TO THE MARK ON THE RIGHT, IN TOP
 LW1681'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARD RAIL (ALSO
 LW1681'ABUTMENT) OF THE HIGHWAY BRIDGE OVER INTERSTATE 395, 7.92 METERS
 LW1681'(26.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.18 METER
 LW1681'(0.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 LW1681'GUARD RAIL OF THE BRIDGE.
 LW1681'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1681
 LW1681                          STATION RECOVERY (1996)
 LW1681
 LW1681'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1911 ***********************************************************************
 LX1911  DESIGNATION -  N 57
 LX1911  PID         -  LX1911
 LX1911  STATE/COUNTY-  CT/LITCHFIELD
 LX1911  USGS QUAD   -  NEW MILFORD (1984)
 LX1911
 LX1911                         *CURRENT SURVEY CONTROL
 LX1911  ___________________________________________________________________
 LX1911* NAD 83(1986)-  41 30 43.     (N)    073 25 15.     (W)     SCALED    
 LX1911* NAVD 88     -        75.184  (meters)     246.67   (feet)  ADJUSTED  
 LX1911  ___________________________________________________________________
 LX1911  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1911  DYNAMIC HT  -          75.158 (meters)     246.58  (feet)  COMP
 LX1911  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX1911
 LX1911  VERT ORDER  -  FIRST     CLASS II
 LX1911
 LX1911.The horizontal coordinates were scaled from a topographic map and have
 LX1911.an estimated accuracy of +/- 6 seconds.
 LX1911
 LX1911.The orthometric height was determined by differential leveling
 LX1911.and adjusted by the National Geodetic Survey in June 1991..
 LX1911
 LX1911.The geoid height was determined by GEOID03.
 LX1911
 LX1911.The dynamic height is computed by dividing the NAVD 88
 LX1911.geopotential number by the normal gravity value computed on the
 LX1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1911.degrees latitude (g = 980.6199 gals.).
 LX1911
 LX1911.The modeled gravity was interpolated from observed gravity values.
 LX1911
 LX1911;                    North         East    Units  Estimated Accuracy
 LX1911;SPC CT       -   227,980.      248,800.      MT  (+/- 180 meters Scaled)
 LX1911
 LX1911                          SUPERSEDED SURVEY CONTROL
 LX1911
 LX1911.No superseded survey control is available for this station.
 LX1911
 LX1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL317967(NAD 83)
 LX1911_MARKER: I = METAL ROD
 LX1911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1911_SP_SET: STAINLESS STEEL ROD
 LX1911_STAMPING: N 57 1984
 LX1911_MARK LOGO: NGS   
 LX1911_PROJECTION: FLUSH
 LX1911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1911_ROD/PIPE-DEPTH: 24.3 meters
 LX1911
 LX1911  HISTORY     - Date     Condition        Report By
 LX1911  HISTORY     - 1984     MONUMENTED       NGS
 LX1911
 LX1911                          STATION DESCRIPTION
 LX1911
 LX1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1911'6.2 KM (3.85 MI) SOUTH FROM NEW MILFORD.
 LX1911'6.2 KM (3.85 MI) SOUTH ALONG U.S. HIGHWAYS 7 AND 202 FROM THE JUNCTION
 LX1911'OF PICKETT DISTRICT ROAD IN NEW MILFORD TO THE MARK ON THE RIGHT, ON
 LX1911'PROPERTY OF CULLENS STABLE AND NEAR THE SOUTHEAST CORNER OF A LARGE
 LX1911'RED BARN, 10.58 METERS (34.7 FT) WEST OF THE CENTERLINE OF THE
 LX1911'HIGHWAY, 7.71 METERS (25.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 LX1911'THE BARN, 0.76 METER (2.5 FT) SOUTH OF A CORNER FENCE POST.
 LX1911'THE MARK IS 0.38 METERS  S FROM A WITNESS POST.
 LX1911'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1973 ***********************************************************************
 LX1973  DESIGNATION -  N 58
 LX1973  PID         -  LX1973
 LX1973  STATE/COUNTY-  CT/LITCHFIELD
 LX1973  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1973
 LX1973                         *CURRENT SURVEY CONTROL
 LX1973  ___________________________________________________________________
 LX1973* NAD 83(1986)-  41 54 03.     (N)    073 21 49.     (W)     SCALED    
 LX1973* NAVD 88     -       174.095  (meters)     571.18   (feet)  ADJUSTED  
 LX1973  ___________________________________________________________________
 LX1973  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX1973  DYNAMIC HT  -         174.034 (meters)     570.98  (feet)  COMP
 LX1973  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX1973
 LX1973  VERT ORDER  -  FIRST     CLASS II
 LX1973
 LX1973.The horizontal coordinates were scaled from a topographic map and have
 LX1973.an estimated accuracy of +/- 6 seconds.
 LX1973
 LX1973.The orthometric height was determined by differential leveling
 LX1973.and adjusted by the National Geodetic Survey in June 1991..
 LX1973
 LX1973.The geoid height was determined by GEOID03.
 LX1973
 LX1973.The dynamic height is computed by dividing the NAVD 88
 LX1973.geopotential number by the normal gravity value computed on the
 LX1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1973.degrees latitude (g = 980.6199 gals.).
 LX1973
 LX1973.The modeled gravity was interpolated from observed gravity values.
 LX1973
 LX1973;                    North         East    Units  Estimated Accuracy
 LX1973;SPC CT       -   271,140.      253,880.      MT  (+/- 180 meters Scaled)
 LX1973
 LX1973                          SUPERSEDED SURVEY CONTROL
 LX1973
 LX1973.No superseded survey control is available for this station.
 LX1973
 LX1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM357400(NAD 83)
 LX1973_MARKER: DB = BENCH MARK DISK
 LX1973_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1973_SP_SET: HEADWALL
 LX1973_STAMPING: N 58 1984
 LX1973_MARK LOGO: NGS   
 LX1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1973+STABILITY: SURFACE MOTION
 LX1973
 LX1973  HISTORY     - Date     Condition        Report By
 LX1973  HISTORY     - 1984     MONUMENTED       NGS
 LX1973  HISTORY     - 1985     GOOD             NGS
 LX1973
 LX1973                          STATION DESCRIPTION
 LX1973
 LX1973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1973'10.6 KM (6.6 MI) NORTH FROM CORNWALL BRIDGE.
 LX1973'10.6 KM (6.6 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1973'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF
 LX1973'THE WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 4.57 METERS
 LX1973'(15.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.18 METERS (62.9
 LX1973'FT) SOUTHWEST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE 1013,
 LX1973'0.24 METER (0.8 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 LX1973'THE MARK IS 0.92 METERS  N FROM A WITNESS POST.
 LX1973'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX1973
 LX1973                          STATION RECOVERY (1985)
 LX1973
 LX1973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1949 ***********************************************************************
 LX1949  DESIGNATION -  N 59
 LX1949  PID         -  LX1949
 LX1949  STATE/COUNTY-  CT/LITCHFIELD
 LX1949  USGS QUAD   -  ELLSWORTH (1969)
 LX1949
 LX1949                         *CURRENT SURVEY CONTROL
 LX1949  ___________________________________________________________________
 LX1949* NAD 83(1986)-  41 45 01.     (N)    073 26 43.     (W)     SCALED    
 LX1949* NAVD 88     -       167.923  (meters)     550.93   (feet)  ADJUSTED  
 LX1949  ___________________________________________________________________
 LX1949  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX1949  DYNAMIC HT  -         167.865 (meters)     550.74  (feet)  COMP
 LX1949  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LX1949
 LX1949  VERT ORDER  -  FIRST     CLASS II
 LX1949
 LX1949.The horizontal coordinates were scaled from a topographic map and have
 LX1949.an estimated accuracy of +/- 6 seconds.
 LX1949
 LX1949.The orthometric height was determined by differential leveling
 LX1949.and adjusted by the National Geodetic Survey in June 1991..
 LX1949
 LX1949.The geoid height was determined by GEOID03.
 LX1949
 LX1949.The dynamic height is computed by dividing the NAVD 88
 LX1949.geopotential number by the normal gravity value computed on the
 LX1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1949.degrees latitude (g = 980.6199 gals.).
 LX1949
 LX1949.The modeled gravity was interpolated from observed gravity values.
 LX1949
 LX1949;                    North         East    Units  Estimated Accuracy
 LX1949;SPC CT       -   254,470.      246,970.      MT  (+/- 180 meters Scaled)
 LX1949
 LX1949                          SUPERSEDED SURVEY CONTROL
 LX1949
 LX1949.No superseded survey control is available for this station.
 LX1949
 LX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM292232(NAD 83)
 LX1949_MARKER: DB = BENCH MARK DISK
 LX1949_SETTING: 66 = SET IN ROCK OUTCROP
 LX1949_SP_SET: ROCK OUTCROP
 LX1949_STAMPING: N 59 1984
 LX1949_MARK LOGO: NGS   
 LX1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1949+STABILITY: POSITION/ELEVATION WELL
 LX1949
 LX1949  HISTORY     - Date     Condition        Report By
 LX1949  HISTORY     - 1984     MONUMENTED       NGS
 LX1949
 LX1949                          STATION DESCRIPTION
 LX1949
 LX1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1949'4.3 KM (2.65 MI) NE FROM KENT.
 LX1949'4.3 KM (2.95 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1949'HIGHWAY 341 IN KENT TO THE MARK ON THE LEFT, IN TOP OF A LARGE ROCK
 LX1949'OUTCROP IN THE LAWN OF A TWO STORY WOOD FRAME HOUSE, 17.83 METERS
 LX1949'(58.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21.64 METERS
 LX1949'(71.0 FT) SOUTHWEST OF THE CENTER OF CHIMNEY ROCK ROAD, 0.46 METER
 LX1949'(1.5 FT) NORTHEAST OF THE HIGHEST POINT OF THE ROCK.
 LX1949'THE MARK IS 0.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0729 ***********************************************************************
 LW0729  DESIGNATION -  N 6
 LW0729  PID         -  LW0729
 LW0729  STATE/COUNTY-  CT/NEW LONDON
 LW0729  USGS QUAD   -  MYSTIC (1984)
 LW0729
 LW0729                         *CURRENT SURVEY CONTROL
 LW0729  ___________________________________________________________________
 LW0729* NAD 83(1986)-  41 20 16.     (N)    071 54 17.     (W)     SCALED    
 LW0729* NAVD 88     -         1.948  (meters)       6.39   (feet)  ADJUSTED  
 LW0729  ___________________________________________________________________
 LW0729  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0729  DYNAMIC HT  -           1.948 (meters)       6.39  (feet)  COMP
 LW0729  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW0729
 LW0729  VERT ORDER  -  FIRST     CLASS I
 LW0729
 LW0729.The horizontal coordinates were scaled from a topographic map and have
 LW0729.an estimated accuracy of +/- 6 seconds.
 LW0729
 LW0729.The orthometric height was determined by differential leveling
 LW0729.and adjusted by the National Geodetic Survey in June 1991..
 LW0729
 LW0729.The geoid height was determined by GEOID03.
 LW0729
 LW0729.The dynamic height is computed by dividing the NAVD 88
 LW0729.geopotential number by the normal gravity value computed on the
 LW0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0729.degrees latitude (g = 980.6199 gals.).
 LW0729
 LW0729.The modeled gravity was interpolated from observed gravity values.
 LW0729
 LW0729;                    North         East    Units  Estimated Accuracy
 LW0729;SPC CT       -   208,770.      375,550.      MT  (+/- 180 meters Scaled)
 LW0729
 LW0729                          SUPERSEDED SURVEY CONTROL
 LW0729
 LW0729  NGVD 29 (??/??/92)    2.24   (m)            7.3    (f) COMPUTED    1 1
 LW0729
 LW0729.Superseded values are not recommended for survey control.
 LW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0729.See file dsdata.txt to determine how the superseded data were derived.
 LW0729
 LW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF569803(NAD 83)
 LW0729_MARKER: DJ = TIDAL STATION DISK
 LW0729_SETTING: 80 = SET IN A BOULDER
 LW0729_SP_SET: BOULDER
 LW0729_STAMPING: N 6 ELEV 7.356 FT 1922
 LW0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0729+STABILITY: SURFACE MOTION
 LW0729
 LW0729  HISTORY     - Date     Condition        Report By
 LW0729  HISTORY     - 1922     MONUMENTED       CGS
 LW0729  HISTORY     - 1965     GOOD             NGS
 LW0729  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 LW0729
 LW0729                          STATION DESCRIPTION
 LW0729
 LW0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0729'AT STONINGTON.
 LW0729'AT STONINGTON, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0729'RAILROAD, 258 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE
 LW0729'TRUMBULL AVENUE OVERPASS OVER THE TRACKS, SET ON THE TOP OF A
 LW0729'BURIED BOULDER WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE
 LW0729'GROUND, 29 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF MAIN TRACK,
 LW0729'31 FEET SOUTHEAST OF THE EAST CORNER OF A SECTION HOUSE, ABOUT
 LW0729'0.1 MILE SOUTH THROUGH A PARKING LOT FROM THE NORTHEAST CORNER
 LW0729'OF OVERPASS AND BENCH MARK XX 37 DESCRIBED, AND ABOUT LEVEL WITH
 LW0729'THE TRACK.
 LW0729
 LW0729                          STATION RECOVERY (2002)
 LW0729
 LW0729'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0729'THIS STATION IS PROBABLY BURIED UNDER DEBRIS FROM AMTRACK
 LW0729'ELECTRIFICATION  PROJECT.  THE SECTION HOUSE OF THE DESCRIPTION NO
 LW0729'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1701 ***********************************************************************
 LW1701  DESIGNATION -  N 62
 LW1701  PID         -  LW1701
 LW1701  STATE/COUNTY-  CT/WINDHAM
 LW1701  USGS QUAD   -  PLAINFIELD (1983)
 LW1701
 LW1701                         *CURRENT SURVEY CONTROL
 LW1701  ___________________________________________________________________
 LW1701* NAD 83(1986)-  41 44 01.     (N)    071 54 08.     (W)     SCALED    
 LW1701* NAVD 88     -        67.698  (meters)     222.11   (feet)  ADJUSTED  
 LW1701  ___________________________________________________________________
 LW1701  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW1701  DYNAMIC HT  -          67.675 (meters)     222.03  (feet)  COMP
 LW1701  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LW1701
 LW1701  VERT ORDER  -  FIRST     CLASS II
 LW1701
 LW1701.The horizontal coordinates were scaled from a topographic map and have
 LW1701.an estimated accuracy of +/- 6 seconds.
 LW1701
 LW1701.The orthometric height was determined by differential leveling
 LW1701.and adjusted by the National Geodetic Survey in June 1991..
 LW1701
 LW1701.The geoid height was determined by GEOID03.
 LW1701
 LW1701.The dynamic height is computed by dividing the NAVD 88
 LW1701.geopotential number by the normal gravity value computed on the
 LW1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1701.degrees latitude (g = 980.6199 gals.).
 LW1701
 LW1701.The modeled gravity was interpolated from observed gravity values.
 LW1701
 LW1701;                    North         East    Units  Estimated Accuracy
 LW1701;SPC CT       -   252,730.      375,330.      MT  (+/- 180 meters Scaled)
 LW1701
 LW1701                          SUPERSEDED SURVEY CONTROL
 LW1701
 LW1701.No superseded survey control is available for this station.
 LW1701
 LW1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG586242(NAD 83)
 LW1701_MARKER: DB = BENCH MARK DISK
 LW1701_SETTING: 66 = SET IN ROCK OUTCROP
 LW1701_SP_SET: ROCK OUTCROP
 LW1701_STAMPING: N 62 1984
 LW1701_MARK LOGO: NGS   
 LW1701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1701+STABILITY: POSITION/ELEVATION WELL
 LW1701
 LW1701  HISTORY     - Date     Condition        Report By
 LW1701  HISTORY     - 1984     MONUMENTED       NGS
 LW1701  HISTORY     - 19961020 GOOD             USPSQD
 LW1701
 LW1701                          STATION DESCRIPTION
 LW1701
 LW1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1701'1.7 KM (1.9 MI) NORTH FROM CENTRAL VILLAGE.
 LW1701'1.7 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1701'STATE HIGHWAY 14 EAST IN CENTRAL VILLAGE TO THE MARK ON THE LEFT, IN
 LW1701'TOP OF A ROCK OUTCROP, 4.26 METERS (14.0 FT) WEST OF THE CENTERLINE OF
 LW1701'THE HIGHWAY, 11.12 METERS (36.5 FT) NORTH OF POWER POLE 220,
 LW1701'30.48 METERS (100.0 FT) SOUTH OF POWER POLE 219.
 LW1701'THE MARK IS 1.3 METERS  S FROM A WITNESS POST.
 LW1701'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1701
 LW1701                          STATION RECOVERY (1996)
 LW1701
 LW1701'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2077 ***********************************************************************
 LX2077  DESIGNATION -  N 63
 LX2077  PID         -  LX2077
 LX2077  STATE/COUNTY-  CT/TOLLAND
 LX2077  USGS QUAD   -  ELLINGTON (1984)
 LX2077
 LX2077                         *CURRENT SURVEY CONTROL
 LX2077  ___________________________________________________________________
 LX2077* NAD 83(1986)-  41 58 46.     (N)    072 23 58.     (W)     SCALED    
 LX2077* NAVD 88     -       226.327  (meters)     742.54   (feet)  ADJUSTED  
 LX2077  ___________________________________________________________________
 LX2077  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX2077  DYNAMIC HT  -         226.256 (meters)     742.31  (feet)  COMP
 LX2077  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 LX2077
 LX2077  VERT ORDER  -  FIRST     CLASS II
 LX2077
 LX2077.The horizontal coordinates were scaled from a topographic map and have
 LX2077.an estimated accuracy of +/- 6 seconds.
 LX2077
 LX2077.The orthometric height was determined by differential leveling
 LX2077.and adjusted by the National Geodetic Survey in June 1991..
 LX2077
 LX2077.The geoid height was determined by GEOID03.
 LX2077
 LX2077.The dynamic height is computed by dividing the NAVD 88
 LX2077.geopotential number by the normal gravity value computed on the
 LX2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2077.degrees latitude (g = 980.6199 gals.).
 LX2077
 LX2077.The modeled gravity was interpolated from observed gravity values.
 LX2077
 LX2077;                    North         East    Units  Estimated Accuracy
 LX2077;SPC CT       -   279,750.      333,850.      MT  (+/- 180 meters Scaled)
 LX2077
 LX2077                          SUPERSEDED SURVEY CONTROL
 LX2077
 LX2077.No superseded survey control is available for this station.
 LX2077
 LX2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM154507(NAD 83)
 LX2077_MARKER: DB = BENCH MARK DISK
 LX2077_SETTING: 66 = SET IN ROCK OUTCROP
 LX2077_SP_SET: ROCK OUTCROP
 LX2077_STAMPING: N 63 1984
 LX2077_MARK LOGO: NGS   
 LX2077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2077+STABILITY: POSITION/ELEVATION WELL
 LX2077
 LX2077  HISTORY     - Date     Condition        Report By
 LX2077  HISTORY     - 1984     MONUMENTED       NGS
 LX2077
 LX2077                          STATION DESCRIPTION
 LX2077
 LX2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2077'2.6 KM (1.6 MI) EAST FROM SOMERS.
 LX2077'2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2077'SOMERS TO THE MARK ON THE LEFT, IN THE TOP OF A ROCK OUTCROP IN THE
 LX2077'LAWN OF A BLUE SHINGLED HOUSE, 26.52 METERS (87.0 FT) NORTH OF THE
 LX2077'CENTERLINE OF THE HIGHWAY, 10.70 METERS (35.1 FT) SOUTHWEST OF THE
 LX2077'SOUTHWEST CORNER OF THE HOUSE, 3.35 METERS (11.0 FT) WEST OF THE
 LX2077'CENTER OF THE DRIVEWAY.
 LX2077'THE MARK IS 0.75 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2124 ***********************************************************************
 LX2124  DESIGNATION -  N 64
 LX2124  PID         -  LX2124
 LX2124  STATE/COUNTY-  CT/NEW LONDON
 LX2124  USGS QUAD   -  NORWICH (1983)
 LX2124
 LX2124                         *CURRENT SURVEY CONTROL
 LX2124  ___________________________________________________________________
 LX2124* NAD 83(1986)-  41 36 47.     (N)    072 03 59.     (W)     SCALED    
 LX2124* NAVD 88     -        72.926  (meters)     239.26   (feet)  ADJUSTED  
 LX2124  ___________________________________________________________________
 LX2124  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX2124  DYNAMIC HT  -          72.901 (meters)     239.18  (feet)  COMP
 LX2124  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX2124
 LX2124  VERT ORDER  -  FIRST     CLASS II
 LX2124
 LX2124.The horizontal coordinates were scaled from a topographic map and have
 LX2124.an estimated accuracy of +/- 6 seconds.
 LX2124
 LX2124.The orthometric height was determined by differential leveling
 LX2124.and adjusted by the National Geodetic Survey in June 1991..
 LX2124
 LX2124.The geoid height was determined by GEOID03.
 LX2124
 LX2124.The dynamic height is computed by dividing the NAVD 88
 LX2124.geopotential number by the normal gravity value computed on the
 LX2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2124.degrees latitude (g = 980.6199 gals.).
 LX2124
 LX2124.The modeled gravity was interpolated from observed gravity values.
 LX2124
 LX2124;                    North         East    Units  Estimated Accuracy
 LX2124;SPC CT       -   239,220.      361,780.      MT  (+/- 180 meters Scaled)
 LX2124
 LX2124                          SUPERSEDED SURVEY CONTROL
 LX2124
 LX2124.No superseded survey control is available for this station.
 LX2124
 LX2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM444109(NAD 83)
 LX2124_MARKER: DB = BENCH MARK DISK
 LX2124_SETTING: 66 = SET IN ROCK OUTCROP
 LX2124_SP_SET: ROCK OUTCROP
 LX2124_STAMPING: N 64 1984
 LX2124_MARK LOGO: NGS   
 LX2124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2124+STABILITY: POSITION/ELEVATION WELL
 LX2124
 LX2124  HISTORY     - Date     Condition        Report By
 LX2124  HISTORY     - 1984     MONUMENTED       NGS
 LX2124  HISTORY     - 19901008 MARK NOT FOUND   USPSQD
 LX2124
 LX2124                          STATION DESCRIPTION
 LX2124
 LX2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2124'1.6 KM (1.0 MI) EAST FROM BALTIC.
 LX2124'1.6 KM (1.0 MI) EAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF
 LX2124'STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE LEFT, IN TOP OF BEDROCK,
 LX2124'11.43 METERS (37.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 18.0
 LX2124'METERS (59.0 FT) EAST-NORTHEAST OF POWER POLE 31, 2.13 METERS (7.0 FT)
 LX2124'SOUTHEAST OF A DOUBLE TRUNK OAK TREE.
 LX2124'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 LX2124'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LX2124
 LX2124                          STATION RECOVERY (1990)
 LX2124
 LX2124'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2152 ***********************************************************************
 LX2152  DESIGNATION -  N 65
 LX2152  PID         -  LX2152
 LX2152  STATE/COUNTY-  CT/TOLLAND
 LX2152  USGS QUAD   -  COLUMBIA (1984)
 LX2152
 LX2152                         *CURRENT SURVEY CONTROL
 LX2152  ___________________________________________________________________
 LX2152* NAD 83(1986)-  41 43 54.     (N)    072 19 47.     (W)     SCALED    
 LX2152* NAVD 88     -       115.817  (meters)     379.98   (feet)  ADJUSTED  
 LX2152  ___________________________________________________________________
 LX2152  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX2152  DYNAMIC HT  -         115.776 (meters)     379.84  (feet)  COMP
 LX2152  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 LX2152
 LX2152  VERT ORDER  -  FIRST     CLASS II
 LX2152
 LX2152.The horizontal coordinates were scaled from a topographic map and have
 LX2152.an estimated accuracy of +/- 6 seconds.
 LX2152
 LX2152.The orthometric height was determined by differential leveling
 LX2152.and adjusted by the National Geodetic Survey in June 1991..
 LX2152
 LX2152.The geoid height was determined by GEOID03.
 LX2152
 LX2152.The dynamic height is computed by dividing the NAVD 88
 LX2152.geopotential number by the normal gravity value computed on the
 LX2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2152.degrees latitude (g = 980.6199 gals.).
 LX2152
 LX2152.The modeled gravity was interpolated from observed gravity values.
 LX2152
 LX2152;                    North         East    Units  Estimated Accuracy
 LX2152;SPC CT       -   252,250.      339,770.      MT  (+/- 180 meters Scaled)
 LX2152
 LX2152                          SUPERSEDED SURVEY CONTROL
 LX2152
 LX2152.No superseded survey control is available for this station.
 LX2152
 LX2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM220234(NAD 83)
 LX2152_MARKER: DB = BENCH MARK DISK
 LX2152_SETTING: 66 = SET IN ROCK OUTCROP
 LX2152_SP_SET: ROCK OUTCROP
 LX2152_STAMPING: N 65 1984
 LX2152_MARK LOGO: NGS   
 LX2152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2152+STABILITY: POSITION/ELEVATION WELL
 LX2152
 LX2152  HISTORY     - Date     Condition        Report By
 LX2152  HISTORY     - 1984     MONUMENTED       NGS
 LX2152
 LX2152                          STATION DESCRIPTION
 LX2152
 LX2152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2152'4.5 KM (2.8 MI) EAST FROM ANDOVER.
 LX2152'4.5 KM (2.8 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2152'ANDOVER TO THE MARK ON THE LEFT, ON THE EAST SIDE OF A PRIVATE DRIVE,
 LX2152'IN TOP OF A 0.6 BY 1.8 METER (2 BY 6 FT) ROCK OUTCROP, 6.46 METERS
 LX2152'(21.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.19 METERS
 LX2152'(40.0 FT) WEST OF A HIGHWAY SIGN (SCHOOL BUS STOP AHEAD), 9.75 METERS
 LX2152'(32.0 FT) EAST OF THE PRIVATE DRIVE.
 LX2152'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 LX2152'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2110 ***********************************************************************
 LX2110  DESIGNATION -  N 66
 LX2110  PID         -  LX2110
 LX2110  STATE/COUNTY-  CT/WINDHAM
 LX2110  USGS QUAD   -  EASTFORD (1983)
 LX2110
 LX2110                         *CURRENT SURVEY CONTROL
 LX2110  ___________________________________________________________________
 LX2110* NAD 83(1986)-  41 58 30.     (N)    072 04 15.     (W)     SCALED    
 LX2110* NAVD 88     -       223.937  (meters)     734.70   (feet)  ADJUSTED  
 LX2110  ___________________________________________________________________
 LX2110  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX2110  DYNAMIC HT  -         223.863 (meters)     734.46  (feet)  COMP
 LX2110  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2110
 LX2110  VERT ORDER  -  FIRST     CLASS II
 LX2110
 LX2110.The horizontal coordinates were scaled from a topographic map and have
 LX2110.an estimated accuracy of +/- 6 seconds.
 LX2110
 LX2110.The orthometric height was determined by differential leveling
 LX2110.and adjusted by the National Geodetic Survey in June 1991..
 LX2110
 LX2110.The geoid height was determined by GEOID03.
 LX2110
 LX2110.The dynamic height is computed by dividing the NAVD 88
 LX2110.geopotential number by the normal gravity value computed on the
 LX2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2110.degrees latitude (g = 980.6199 gals.).
 LX2110
 LX2110.The modeled gravity was interpolated from observed gravity values.
 LX2110
 LX2110;                    North         East    Units  Estimated Accuracy
 LX2110;SPC CT       -   279,420.      361,090.      MT  (+/- 180 meters Scaled)
 LX2110
 LX2110                          SUPERSEDED SURVEY CONTROL
 LX2110
 LX2110.No superseded survey control is available for this station.
 LX2110
 LX2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM426511(NAD 83)
 LX2110_MARKER: DB = BENCH MARK DISK
 LX2110_SETTING: 66 = SET IN ROCK OUTCROP
 LX2110_SP_SET: ROCK OUTCROP
 LX2110_STAMPING: N 66 1984
 LX2110_MARK LOGO: NGS   
 LX2110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2110+STABILITY: POSITION/ELEVATION WELL
 LX2110
 LX2110  HISTORY     - Date     Condition        Report By
 LX2110  HISTORY     - 1984     MONUMENTED       NGS
 LX2110
 LX2110                          STATION DESCRIPTION
 LX2110
 LX2110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2110'8.6 KM (5.35 MI) EAST FROM UNION.
 LX2110'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 190 FROM THE CONGREGATIONAL
 LX2110'CHURCH OF UNION IN UNION, THENCE 3.8 KM (2.35 MI) EAST ALONG STATE
 LX2110'HIGHWAY 171, THENCE 4.3 KM (2.7 MI) EAST ALONG STATE HIGHWAY 197 TO
 LX2110'THE MARK ON THE RIGHT, IN THE LAWN OF A SMALL WOOD FRAMED HOUSE, ALSO
 LX2110'7.6 KM (4.7 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2110'STATE HIGHWAY 169 IN NORTH WOODSTOCK, 10.97 METERS (36.0 FT) SOUTHWEST
 LX2110'OF THE CENTERLINE OF THE HIGHWAY, 12.04 METERS (39.5 FT) WEST OF
 LX2110'UTILITY POLE 3837, 0.24 METER (0.8 FT) NORTHEAST OF THE SOUTHWEST EDGE
 LX2110'OF THE ROCK.
 LX2110'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2217 ***********************************************************************
 LX2217  DESIGNATION -  N 67
 LX2217  PID         -  LX2217
 LX2217  STATE/COUNTY-  CT/MIDDLESEX
 LX2217  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2217
 LX2217                         *CURRENT SURVEY CONTROL
 LX2217  ___________________________________________________________________
 LX2217* NAD 83(1986)-  41 31 20.     (N)    072 36 11.     (W)     SCALED    
 LX2217* NAVD 88     -       114.725  (meters)     376.39   (feet)  ADJUSTED  
 LX2217  ___________________________________________________________________
 LX2217  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2217  DYNAMIC HT  -         114.687 (meters)     376.27  (feet)  COMP
 LX2217  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 LX2217
 LX2217  VERT ORDER  -  FIRST     CLASS II
 LX2217
 LX2217.The horizontal coordinates were scaled from a topographic map and have
 LX2217.an estimated accuracy of +/- 6 seconds.
 LX2217
 LX2217.The orthometric height was determined by differential leveling
 LX2217.and adjusted by the National Geodetic Survey in June 1991..
 LX2217
 LX2217.The geoid height was determined by GEOID03.
 LX2217
 LX2217.The dynamic height is computed by dividing the NAVD 88
 LX2217.geopotential number by the normal gravity value computed on the
 LX2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2217.degrees latitude (g = 980.6199 gals.).
 LX2217
 LX2217.The modeled gravity was interpolated from observed gravity values.
 LX2217
 LX2217;                    North         East    Units  Estimated Accuracy
 LX2217;SPC CT       -   228,920.      317,070.      MT  (+/- 180 meters Scaled)
 LX2217
 LX2217                          SUPERSEDED SURVEY CONTROL
 LX2217
 LX2217.No superseded survey control is available for this station.
 LX2217
 LX2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL999995(NAD 83)
 LX2217_MARKER: DB = BENCH MARK DISK
 LX2217_SETTING: 66 = SET IN ROCK OUTCROP
 LX2217_SP_SET: ROCK OUTCROP
 LX2217_STAMPING: N 67 1984
 LX2217_MARK LOGO: NGS   
 LX2217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2217+STABILITY: POSITION/ELEVATION WELL
 LX2217
 LX2217  HISTORY     - Date     Condition        Report By
 LX2217  HISTORY     - 1984     MONUMENTED       NGS
 LX2217
 LX2217                          STATION DESCRIPTION
 LX2217
 LX2217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2217'6.0 KM (3.7 MI) SE FROM MIDDLETOWN.
 LX2217'6.0 KM (3.7 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2217'MIDDLETOWN TO THE MARK ON THE LEFT, ACROSS THE HIGHWAY FROM A SMALL
 LX2217'WOOD FRAME HOUSE, 6.10 METERS (20.0 FT) NORTHEAST OF THE CENTERLINE OF
 LX2217'THE HIGHWAY, 8.38 METERS (27.5 FT) SOUTHEAST OF THE NORTHWEST END OF
 LX2217'THE ROCK CUT.
 LX2217'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2243 ***********************************************************************
 LX2243  DESIGNATION -  N 69
 LX2243  PID         -  LX2243
 LX2243  STATE/COUNTY-  CT/MIDDLESEX
 LX2243  USGS QUAD   -  DEEP RIVER (1971)
 LX2243
 LX2243                         *CURRENT SURVEY CONTROL
 LX2243  ___________________________________________________________________
 LX2243* NAD 83(1986)-  41 23 30.     (N)    072 26 21.     (W)     SCALED    
 LX2243* NAVD 88     -         8.552  (meters)      28.06   (feet)  ADJUSTED  
 LX2243  ___________________________________________________________________
 LX2243  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX2243  DYNAMIC HT  -           8.549 (meters)      28.05  (feet)  COMP
 LX2243  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 LX2243
 LX2243  VERT ORDER  -  FIRST     CLASS II
 LX2243
 LX2243.The horizontal coordinates were scaled from a topographic map and have
 LX2243.an estimated accuracy of +/- 6 seconds.
 LX2243
 LX2243.The orthometric height was determined by differential leveling
 LX2243.and adjusted by the National Geodetic Survey in June 1991..
 LX2243
 LX2243.The geoid height was determined by GEOID03.
 LX2243
 LX2243.The dynamic height is computed by dividing the NAVD 88
 LX2243.geopotential number by the normal gravity value computed on the
 LX2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2243.degrees latitude (g = 980.6199 gals.).
 LX2243
 LX2243.The modeled gravity was interpolated from observed gravity values.
 LX2243
 LX2243;                    North         East    Units  Estimated Accuracy
 LX2243;SPC CT       -   214,450.      330,800.      MT  (+/- 180 meters Scaled)
 LX2243
 LX2243                          SUPERSEDED SURVEY CONTROL
 LX2243
 LX2243.No superseded survey control is available for this station.
 LX2243
 LX2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL140854(NAD 83)
 LX2243_MARKER: DB = BENCH MARK DISK
 LX2243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2243_SP_SET: WINGWALL
 LX2243_STAMPING: N 69 1984
 LX2243_MARK LOGO: NGS   
 LX2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2243+STABILITY: SURFACE MOTION
 LX2243
 LX2243  HISTORY     - Date     Condition        Report By
 LX2243  HISTORY     - 1984     MONUMENTED       NGS
 LX2243  HISTORY     - 1989     GOOD             USPSQD
 LX2243  HISTORY     - 1991     GOOD             USPSQD
 LX2243  HISTORY     - 19950806 GOOD             USPSQD
 LX2243  HISTORY     - 19970210 GOOD             USPSQD
 LX2243
 LX2243                          STATION DESCRIPTION
 LX2243
 LX2243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2243'1.1 KM (0.75 MI) NORTH FROM DEEP RIVER.
 LX2243'1.1 KM (0.75 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2243'DEEP RIVER, THENCE 0.1 KM (0.05 MI) WEST ALONG A ROAD TO THE MARK ON
 LX2243'THE RIGHT, IN THE NORTHEAST WINGWALL OF A BRIDGE, 5.1 METERS (17.0 FT)
 LX2243'NORTH OF THE CENTERLINE OF THE ROAD.
 LX2243'THE MARK IS 0.45 M ABOVE ROAD.
 LX2243
 LX2243                          STATION RECOVERY (1989)
 LX2243
 LX2243'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2243'RECOVERED IN GOOD CONDITION.
 LX2243
 LX2243                          STATION RECOVERY (1991)
 LX2243
 LX2243'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2243'RECOVERED IN GOOD CONDITION.
 LX2243
 LX2243                          STATION RECOVERY (1995)
 LX2243
 LX2243'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2243'RECOVERED IN GOOD CONDITION.
 LX2243
 LX2243                          STATION RECOVERY (1997)
 LX2243
 LX2243'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0541 ***********************************************************************
 LX0541  DESIGNATION -  N 7
 LX0541  PID         -  LX0541
 LX0541  STATE/COUNTY-  CT/HARTFORD
 LX0541  USGS QUAD   -  BRISTOL (1984)
 LX0541
 LX0541                         *CURRENT SURVEY CONTROL
 LX0541  ___________________________________________________________________
 LX0541* NAD 83(1986)-  41 40 28.     (N)    072 52 34.     (W)     SCALED    
 LX0541* NAVD 88     -        59.403  (meters)     194.89   (feet)  POSTED    
 LX0541  ___________________________________________________________________
 LX0541  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX0541  DYNAMIC HT  -          59.390 (meters)     194.85  (feet)  COMP
 LX0541  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 LX0541
 LX0541  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0541
 LX0541.The horizontal coordinates were scaled from a topographic map and have
 LX0541.an estimated accuracy of +/- 6 seconds.
 LX0541
 LX0541.The orthometric height was determined by differential leveling
 LX0541.and adjusted by the National Geodetic Survey in 1992..
 LX0541.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0541.rate of 0.0 thru 1.0 mm/km.
 LX0541
 LX0541.The geoid height was determined by GEOID03.
 LX0541
 LX0541.The dynamic height is computed by dividing the NAVD 88
 LX0541.geopotential number by the normal gravity value computed on the
 LX0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0541.degrees latitude (g = 980.6199 gals.).
 LX0541
 LX0541.The modeled gravity was interpolated from observed gravity values.
 LX0541
 LX0541;                    North         East    Units  Estimated Accuracy
 LX0541;SPC CT       -   245,820.      294,300.      MT  (+/- 180 meters Scaled)
 LX0541
 LX0541                          SUPERSEDED SURVEY CONTROL
 LX0541
 LX0541  NGVD 29 (??/??/92)   59.673  (m)          195.78   (f) ADJ UNCH    1 2
 LX0541
 LX0541.Superseded values are not recommended for survey control.
 LX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0541.See file dsdata.txt to determine how the superseded data were derived.
 LX0541
 LX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM767158(NAD 83)
 LX0541_MARKER: DB = BENCH MARK DISK
 LX0541_SETTING: 66 = SET IN ROCK OUTCROP
 LX0541_SP_SET: ROCK OUTCROP
 LX0541_STAMPING: 195.777 ELEV FT
 LX0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0541+STABILITY: POSITION/ELEVATION WELL
 LX0541
 LX0541  HISTORY     - Date     Condition        Report By
 LX0541  HISTORY     - UNK      MONUMENTED       CGS
 LX0541  HISTORY     - 1923     GOOD             NGS
 LX0541  HISTORY     - 1934     GOOD             LOCSUR
 LX0541  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0541
 LX0541                          STATION DESCRIPTION
 LX0541
 LX0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0541'0.4 MI W FROM PLAINVILLE.
 LX0541'ABOUT 0.4 MI W OF PLAINVILLE, HARTFORD COUNTY, ON THE NEW YORK,
 LX0541'NEW HAVEN AND HARTFORD RR, 180 FT W OF THE YARD LIMITS, 130 FT
 LX0541'E OF OVERHEAD BRIDGE 45.84 AT WASHINGTON ST., AND 12 FT S OF THE
 LX0541'S RAIL, IN A ROCK OUTCROP.  A STANDARD DISK, STAMPED 195.777
 LX0541'ELEV. FT.  NOTE-- 9.4 FT S OF THE S RAIL, 3 FT HIGHER THAN TRACK.
 LX0541
 LX0541                          STATION RECOVERY (1934)
 LX0541
 LX0541'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0541'RECOVERED IN GOOD CONDITION.
 LX0541
 LX0541                          STATION RECOVERY (1972)
 LX0541
 LX0541'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2287 ***********************************************************************
 LX2287  DESIGNATION -  N 71
 LX2287  PID         -  LX2287
 LX2287  STATE/COUNTY-  CT/FAIRFIELD
 LX2287  USGS QUAD   -  POUND RIDGE (1971)
 LX2287
 LX2287                         *CURRENT SURVEY CONTROL
 LX2287  ___________________________________________________________________
 LX2287* NAD 83(1986)-  41 11 06.     (N)    073 31 47.     (W)     SCALED    
 LX2287* NAVD 88     -       126.551  (meters)     415.19   (feet)  ADJUSTED  
 LX2287  ___________________________________________________________________
 LX2287  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX2287  DYNAMIC HT  -         126.507 (meters)     415.05  (feet)  COMP
 LX2287  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 LX2287
 LX2287  VERT ORDER  -  FIRST     CLASS II
 LX2287
 LX2287.The horizontal coordinates were scaled from a topographic map and have
 LX2287.an estimated accuracy of +/- 6 seconds.
 LX2287
 LX2287.The orthometric height was determined by differential leveling
 LX2287.and adjusted by the National Geodetic Survey in June 1991..
 LX2287
 LX2287.The geoid height was determined by GEOID03.
 LX2287
 LX2287.The dynamic height is computed by dividing the NAVD 88
 LX2287.geopotential number by the normal gravity value computed on the
 LX2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2287.degrees latitude (g = 980.6199 gals.).
 LX2287
 LX2287.The modeled gravity was interpolated from observed gravity values.
 LX2287
 LX2287;                    North         East    Units  Estimated Accuracy
 LX2287;SPC CT       -   191,750.      239,380.      MT  (+/- 180 meters Scaled)
 LX2287
 LX2287                          SUPERSEDED SURVEY CONTROL
 LX2287
 LX2287.No superseded survey control is available for this station.
 LX2287
 LX2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL233603(NAD 83)
 LX2287_MARKER: DB = BENCH MARK DISK
 LX2287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2287_SP_SET: BRIDGE ABUTMENT
 LX2287_STAMPING: N 71 1985
 LX2287_MARK LOGO: NGS   
 LX2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2287
 LX2287  HISTORY     - Date     Condition        Report By
 LX2287  HISTORY     - 1985     MONUMENTED       NGS
 LX2287  HISTORY     - 20040601 GOOD             NYDT
 LX2287
 LX2287                          STATION DESCRIPTION
 LX2287
 LX2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2287'1.9 KM (1.2 MI) SE FROM POUND RIDGE NY.
 LX2287'1.9 KM (1.2 MI) SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LX2287'IN POUND RIDGE, NY, TO THE MARK ON THE RIGHT, IN THE SOUTHEAST
 LX2287'ABUTMENT OF THE BRIDGE OVER THE RIPPOWAM RIVER, 7.3 METERS (24.0 FT)
 LX2287'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LX2287'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2287
 LX2287                          STATION RECOVERY (2004)
 LX2287
 LX2287'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX2287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2277 ***********************************************************************
 LX2277  DESIGNATION -  N 72
 LX2277  PID         -  LX2277
 LX2277  STATE/COUNTY-  CT/FAIRFIELD
 LX2277  USGS QUAD   -  STAMFORD (1984)
 LX2277
 LX2277                         *CURRENT SURVEY CONTROL
 LX2277  ___________________________________________________________________
 LX2277* NAD 83(1986)-  41 06 30.     (N)    073 33 18.     (W)     SCALED    
 LX2277* NAVD 88     -        42.780  (meters)     140.35   (feet)  ADJUSTED  
 LX2277  ___________________________________________________________________
 LX2277  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX2277  DYNAMIC HT  -          42.766 (meters)     140.31  (feet)  COMP
 LX2277  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX2277
 LX2277  VERT ORDER  -  FIRST     CLASS II
 LX2277
 LX2277.The horizontal coordinates were scaled from a topographic map and have
 LX2277.an estimated accuracy of +/- 6 seconds.
 LX2277
 LX2277.The orthometric height was determined by differential leveling
 LX2277.and adjusted by the National Geodetic Survey in June 1991..
 LX2277
 LX2277.The geoid height was determined by GEOID03.
 LX2277
 LX2277.The dynamic height is computed by dividing the NAVD 88
 LX2277.geopotential number by the normal gravity value computed on the
 LX2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2277.degrees latitude (g = 980.6199 gals.).
 LX2277
 LX2277.The modeled gravity was interpolated from observed gravity values.
 LX2277
 LX2277;                    North         East    Units  Estimated Accuracy
 LX2277;SPC CT       -   183,260.      237,180.      MT  (+/- 180 meters Scaled)
 LX2277
 LX2277                          SUPERSEDED SURVEY CONTROL
 LX2277
 LX2277.No superseded survey control is available for this station.
 LX2277
 LX2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL213517(NAD 83)
 LX2277_MARKER: DB = BENCH MARK DISK
 LX2277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2277_SP_SET: BRIDGE ABUTMENT
 LX2277_STAMPING: N 72 1985
 LX2277_MARK LOGO: NGS   
 LX2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2277
 LX2277  HISTORY     - Date     Condition        Report By
 LX2277  HISTORY     - 1985     MONUMENTED       NGS
 LX2277
 LX2277                          STATION DESCRIPTION
 LX2277
 LX2277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2277'0.9 KM (0.55 MI) SW FROM STAMFORD.
 LX2277'0.9 KM (0.55 MI) SOUTHWEST ALONG STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2277'FROM THE OVERPASS FOR STATE HIGHWAY 137 IN STAMFORD TO THE MARK ON THE
 LX2277'LEFT, IN TOP OF THE SOUTHEAST ABUTMENT (ALSO WALKWAY) OF THE HIGHWAY
 LX2277'BRIDGE OVER THE RIPPOWAM RIVER, 0.46 METER (1.5 FT) SOUTH OF THE SOUTH
 LX2277'EDGE OF THE HIGHWAY, 0.79 METER (2.6 FT) WEST OF THE EAST END OF THE
 LX2277'ABUTMENT, 0.24 METER (0.8 FT) NORTH OF THE NORTH FACE OF THE BRIDGE.
 LX2277'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2322 ***********************************************************************
 LX2322  DESIGNATION -  N 73
 LX2322  PID         -  LX2322
 LX2322  STATE/COUNTY-  CT/FAIRFIELD
 LX2322  USGS QUAD   -  BOTSFORD (1984)
 LX2322
 LX2322                         *CURRENT SURVEY CONTROL
 LX2322  ___________________________________________________________________
 LX2322* NAD 83(1986)-  41 17 51.     (N)    073 18 29.     (W)     SCALED    
 LX2322* NAVD 88     -       166.165  (meters)     545.16   (feet)  ADJUSTED  
 LX2322  ___________________________________________________________________
 LX2322  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2322  DYNAMIC HT  -         166.109 (meters)     544.98  (feet)  COMP
 LX2322  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LX2322
 LX2322  VERT ORDER  -  FIRST     CLASS II
 LX2322
 LX2322.The horizontal coordinates were scaled from a topographic map and have
 LX2322.an estimated accuracy of +/- 6 seconds.
 LX2322
 LX2322.The orthometric height was determined by differential leveling
 LX2322.and adjusted by the National Geodetic Survey in June 1991..
 LX2322
 LX2322.The geoid height was determined by GEOID03.
 LX2322
 LX2322.The dynamic height is computed by dividing the NAVD 88
 LX2322.geopotential number by the normal gravity value computed on the
 LX2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2322.degrees latitude (g = 980.6199 gals.).
 LX2322
 LX2322.The modeled gravity was interpolated from observed gravity values.
 LX2322
 LX2322;                    North         East    Units  Estimated Accuracy
 LX2322;SPC CT       -   204,100.      258,060.      MT  (+/- 180 meters Scaled)
 LX2322
 LX2322                          SUPERSEDED SURVEY CONTROL
 LX2322
 LX2322.No superseded survey control is available for this station.
 LX2322
 LX2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL416731(NAD 83)
 LX2322_MARKER: DB = BENCH MARK DISK
 LX2322_SETTING: 66 = SET IN ROCK OUTCROP
 LX2322_SP_SET: ROCK OUTCROP
 LX2322_STAMPING: N 73 1985
 LX2322_MARK LOGO: NGS   
 LX2322_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2322+STABILITY: POSITION/ELEVATION WELL
 LX2322
 LX2322  HISTORY     - Date     Condition        Report By
 LX2322  HISTORY     - 1985     MONUMENTED       NGS
 LX2322
 LX2322                          STATION DESCRIPTION
 LX2322
 LX2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2322'6.4 KM (3.95 MI) SOUTH FROM REDDING RIDGE.
 LX2322'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2322'CROSS HIGHWAY IN REDDING RIDGE, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG
 LX2322'PINE TREE ROAD, THENCE 2.9 KM (1.85 MI) NORTHEAST ALONG ROCK HOUSE
 LX2322'ROAD TO THE MARK ON THE LEFT, ACROSS THE ROAD FROM HOUSE 400, 4.2
 LX2322'METERS (14.0 FT) NORTHWEST OF THE CENTERLINE OF ROCK HOUSE ROAD.
 LX2322'THE MARK IS 0.91 METERS  NW FROM  A WITNESS POST
 LX2322'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2356 ***********************************************************************
 LX2356  DESIGNATION -  N 74
 LX2356  PID         -  LX2356
 LX2356  STATE/COUNTY-  CT/FAIRFIELD
 LX2356  USGS QUAD   -  NEWTOWN (1984)
 LX2356
 LX2356                         *CURRENT SURVEY CONTROL
 LX2356  ___________________________________________________________________
 LX2356* NAD 83(1986)-  41 24 05.     (N)    073 17 46.     (W)     SCALED    
 LX2356* NAVD 88     -       130.777  (meters)     429.06   (feet)  ADJUSTED  
 LX2356  ___________________________________________________________________
 LX2356  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2356  DYNAMIC HT  -         130.734 (meters)     428.92  (feet)  COMP
 LX2356  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LX2356
 LX2356  VERT ORDER  -  FIRST     CLASS II
 LX2356
 LX2356.The horizontal coordinates were scaled from a topographic map and have
 LX2356.an estimated accuracy of +/- 6 seconds.
 LX2356
 LX2356.The orthometric height was determined by differential leveling
 LX2356.and adjusted by the National Geodetic Survey in June 1991..
 LX2356
 LX2356.The geoid height was determined by GEOID03.
 LX2356
 LX2356.The dynamic height is computed by dividing the NAVD 88
 LX2356.geopotential number by the normal gravity value computed on the
 LX2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2356.degrees latitude (g = 980.6199 gals.).
 LX2356
 LX2356.The modeled gravity was interpolated from observed gravity values.
 LX2356
 LX2356;                    North         East    Units  Estimated Accuracy
 LX2356;SPC CT       -   215,630.      259,130.      MT  (+/- 180 meters Scaled)
 LX2356
 LX2356                          SUPERSEDED SURVEY CONTROL
 LX2356
 LX2356.No superseded survey control is available for this station.
 LX2356
 LX2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL424847(NAD 83)
 LX2356_MARKER: DB = BENCH MARK DISK
 LX2356_SETTING: 66 = SET IN ROCK OUTCROP
 LX2356_SP_SET: ROCK OUTCROP
 LX2356_STAMPING: N 74 1985
 LX2356_MARK LOGO: NGS   
 LX2356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2356+STABILITY: POSITION/ELEVATION WELL
 LX2356
 LX2356  HISTORY     - Date     Condition        Report By
 LX2356  HISTORY     - 1985     MONUMENTED       NGS
 LX2356  HISTORY     - 19910730 GOOD             USPSQD
 LX2356
 LX2356                          STATION DESCRIPTION
 LX2356
 LX2356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2356'1.8 KM (1.1 MI) SE FROM NEWTOWN.
 LX2356'1.8 KM (1.1 MI) SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2356'U.S. HIGHWAY 6 AND 202 IN NEWTOWN TO THE MARK ON THE LEFT, IN A ROCK
 LX2356'OUTCROP MEASURING 1.83 METERS BY 3.66 METERS (6 FT BY 12 FT), ACROSS
 LX2356'THE HIGHWAY FROM THE NEWTOWN CHIROPRACTIC HEALTH CENTER, INC.,
 LX2356'13.10 METERS (43.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2356'8.47 EMTERS (27.8 FT) NORTH-NORTHWEST OF UTILITY POLE 726 WITH THREE
 LX2356'GUY WIRES, 4.17 METERS (13.7 FT) NORTH-NORTHEAST OF A TRAFFIC SIGNAL
 LX2356'CONTROL BOX, 3.84 METERS (12.6 FT) NORTH-NORTHEAST OF A UTILITY BRACE
 LX2356'POLE SUPPORTING TRAFFIC SIGNALS WITH ONE GUY WIRE.
 LX2356'THE MARK IS 0.24 METERS  SW FROM  A WITNESS POST
 LX2356'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2356
 LX2356                          STATION RECOVERY (1991)
 LX2356
 LX2356'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2471 ***********************************************************************
 LX2471  DESIGNATION -  N 75
 LX2471  PID         -  LX2471
 LX2471  STATE/COUNTY-  CT/LITCHFIELD
 LX2471  USGS QUAD   -  THOMASTON (1976)
 LX2471
 LX2471                         *CURRENT SURVEY CONTROL
 LX2471  ___________________________________________________________________
 LX2471* NAD 83(1986)-  41 41 15.     (N)    073 03 57.     (W)     SCALED    
 LX2471* NAVD 88     -       122.919  (meters)     403.28   (feet)  ADJUSTED  
 LX2471  ___________________________________________________________________
 LX2471  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2471  DYNAMIC HT  -         122.881 (meters)     403.15  (feet)  COMP
 LX2471  MODELED GRAV-     980,309.5   (mgal)                       NAVD 88
 LX2471
 LX2471  VERT ORDER  -  FIRST     CLASS II
 LX2471
 LX2471.The horizontal coordinates were scaled from a topographic map and have
 LX2471.an estimated accuracy of +/- 6 seconds.
 LX2471
 LX2471.The orthometric height was determined by differential leveling
 LX2471.and adjusted by the National Geodetic Survey in June 1991..
 LX2471
 LX2471.The geoid height was determined by GEOID03.
 LX2471
 LX2471.The dynamic height is computed by dividing the NAVD 88
 LX2471.geopotential number by the normal gravity value computed on the
 LX2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2471.degrees latitude (g = 980.6199 gals.).
 LX2471
 LX2471.The modeled gravity was interpolated from observed gravity values.
 LX2471
 LX2471;                    North         East    Units  Estimated Accuracy
 LX2471;SPC CT       -   247,310.      278,510.      MT  (+/- 180 meters Scaled)
 LX2471
 LX2471                          SUPERSEDED SURVEY CONTROL
 LX2471
 LX2471.No superseded survey control is available for this station.
 LX2471
 LX2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM609168(NAD 83)
 LX2471_MARKER: DB = BENCH MARK DISK
 LX2471_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2471_SP_SET: BRIDGE ABUTMENT
 LX2471_STAMPING: N 75 1985
 LX2471_MARK LOGO: NGS   
 LX2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2471
 LX2471  HISTORY     - Date     Condition        Report By
 LX2471  HISTORY     - 1985     MONUMENTED       NGS
 LX2471
 LX2471                          STATION DESCRIPTION
 LX2471
 LX2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2471'1.8 KM (1.1 MI) NORTH FROM THOMASTON.
 LX2471'1.7 KM (1.1 MI) NORTH ALONG NORTH MAIN STREET FROM THE POST OFFICE IN
 LX2471'THOMASTON, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG STATE HIGHWAY 222
 LX2471'TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 LX2471'ABUTMENT OF THE BRIDGE OVER THE NAUGATUCK RIVER, 6.10 METERS (20.0 FT)
 LX2471'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LX2471'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2699 ***********************************************************************
 LX2699  DESIGNATION -  N 76
 LX2699  PID         -  LX2699
 LX2699  STATE/COUNTY-  CT/HARTFORD
 LX2699  USGS QUAD   -  AVON (1984)
 LX2699
 LX2699                         *CURRENT SURVEY CONTROL
 LX2699  ___________________________________________________________________
 LX2699* NAD 83(1986)-  41 48 58.     (N)    072 52 00.     (W)     SCALED    
 LX2699* NAVD 88     -        87.288  (meters)     286.38   (feet)  ADJUSTED  
 LX2699  ___________________________________________________________________
 LX2699  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2699  DYNAMIC HT  -          87.263 (meters)     286.30  (feet)  COMP
 LX2699  MODELED GRAV-     980,333.4   (mgal)                       NAVD 88
 LX2699
 LX2699  VERT ORDER  -  FIRST     CLASS II
 LX2699
 LX2699.The horizontal coordinates were scaled from a topographic map and have
 LX2699.an estimated accuracy of +/- 6 seconds.
 LX2699
 LX2699.The orthometric height was determined by differential leveling
 LX2699.and adjusted by the National Geodetic Survey in June 1991..
 LX2699
 LX2699.The geoid height was determined by GEOID03.
 LX2699
 LX2699.The dynamic height is computed by dividing the NAVD 88
 LX2699.geopotential number by the normal gravity value computed on the
 LX2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2699.degrees latitude (g = 980.6199 gals.).
 LX2699
 LX2699.The modeled gravity was interpolated from observed gravity values.
 LX2699
 LX2699;                    North         East    Units  Estimated Accuracy
 LX2699;SPC CT       -   261,560.      295,110.      MT  (+/- 180 meters Scaled)
 LX2699
 LX2699                          SUPERSEDED SURVEY CONTROL
 LX2699
 LX2699.No superseded survey control is available for this station.
 LX2699
 LX2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM771315(NAD 83)
 LX2699_MARKER: DB = BENCH MARK DISK
 LX2699_SETTING: 66 = SET IN ROCK OUTCROP
 LX2699_SP_SET: ROCK OUTCROP
 LX2699_STAMPING: N 76 1985
 LX2699_MARK LOGO: NGS   
 LX2699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2699+STABILITY: POSITION/ELEVATION WELL
 LX2699
 LX2699  HISTORY     - Date     Condition        Report By
 LX2699  HISTORY     - 1985     MONUMENTED       NGS
 LX2699
 LX2699                          STATION DESCRIPTION
 LX2699
 LX2699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2699'2.1 KM (1.3 MI) EAST FROM CANTON.
 LX2699'2.1 KM (1.3 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2699'HIGHWAY 177 IN CANTON TO THE MARK ON THE RIGHT, 13.31 METERS (43.7 FT)
 LX2699'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24.07 METERS (79.0 FT) WEST
 LX2699'OF THE WEST CURB OF THE ENTRANCE DRIVE TO MR. STEAK RESTAURANT, 8.83
 LX2699'METERS (29.0 FT) SOUTHEAST OF A 24-INCH MANHOLE COVER INSCRIBED
 LX2699'(SEWER), 0.61 METER (2.0 FT) SOUTH OF POWER POLE NUMBER 237.
 LX2699'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2517 ***********************************************************************
 LX2517  DESIGNATION -  N 77
 LX2517  PID         -  LX2517
 LX2517  STATE/COUNTY-  CT/NEW HAVEN
 LX2517  USGS QUAD   -  NAUGATUCK (1984)
 LX2517
 LX2517                         *CURRENT SURVEY CONTROL
 LX2517  ___________________________________________________________________
 LX2517* NAD 83(1986)-  41 23 19.     (N)    073 04 40.     (W)     SCALED    
 LX2517* NAVD 88     -        24.413  (meters)      80.09   (feet)  ADJUSTED  
 LX2517  ___________________________________________________________________
 LX2517  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX2517  DYNAMIC HT  -          24.406 (meters)      80.07  (feet)  COMP
 LX2517  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 LX2517
 LX2517  VERT ORDER  -  FIRST     CLASS II
 LX2517
 LX2517.The horizontal coordinates were scaled from a topographic map and have
 LX2517.an estimated accuracy of +/- 6 seconds.
 LX2517
 LX2517.The orthometric height was determined by differential leveling
 LX2517.and adjusted by the National Geodetic Survey in June 1991..
 LX2517
 LX2517.The geoid height was determined by GEOID03.
 LX2517
 LX2517.The dynamic height is computed by dividing the NAVD 88
 LX2517.geopotential number by the normal gravity value computed on the
 LX2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2517.degrees latitude (g = 980.6199 gals.).
 LX2517
 LX2517.The modeled gravity was interpolated from observed gravity values.
 LX2517
 LX2517;                    North         East    Units  Estimated Accuracy
 LX2517;SPC CT       -   214,120.      277,390.      MT  (+/- 180 meters Scaled)
 LX2517
 LX2517                          SUPERSEDED SURVEY CONTROL
 LX2517
 LX2517.No superseded survey control is available for this station.
 LX2517
 LX2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL607836(NAD 83)
 LX2517_MARKER: DB = BENCH MARK DISK
 LX2517_SETTING: 66 = SET IN ROCK OUTCROP
 LX2517_SP_SET: ROCK CUT
 LX2517_STAMPING: N 77 1985
 LX2517_MARK LOGO: NGS   
 LX2517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2517+STABILITY: POSITION/ELEVATION WELL
 LX2517
 LX2517  HISTORY     - Date     Condition        Report By
 LX2517  HISTORY     - 1985     MONUMENTED       NGS
 LX2517
 LX2517                          STATION DESCRIPTION
 LX2517
 LX2517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2517'0.4 KM (0.25 MI) SOUTH FROM SEYMOUR.
 LX2517'0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2517'STATE HIGHWAY 313 TO A PAVED ROAD UNDERPASS AND THE MARK ON THE RIGHT,
 LX2517'AT THE WEST END OF THE PAVED ROAD, 34.14 METERS (112.0 FT) WEST OF THE
 LX2517'CENTERLINE OF THE SOUTH BOUND LANE OF THE HIGHWAY, 16.15 METERS (53.0
 LX2517'FT) SOUTH OF THE NORTH END OF THE ROCK CUT, 1.37 METERS (4.5 FT) NORTH
 LX2517'OF THE EXTENDED CENTER OF THE UNDERPASS PAVED ROAD, 1.77 METERS (5.8
 LX2517'FT) NORTHWEST OF UTILITY POLE 6090.
 LX2517'THE MARK IS 1.0 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2850 ***********************************************************************
 LX2850  DESIGNATION -  N 78
 LX2850  PID         -  LX2850
 LX2850  STATE/COUNTY-  CT/NEW HAVEN
 LX2850  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2850
 LX2850                         *CURRENT SURVEY CONTROL
 LX2850  ___________________________________________________________________
 LX2850* NAD 83(1986)-  41 28 42.     (N)    072 55 06.     (W)     SCALED    
 LX2850* NAVD 88     -        53.616  (meters)     175.91   (feet)  ADJUSTED  
 LX2850  ___________________________________________________________________
 LX2850  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2850  DYNAMIC HT  -          53.599 (meters)     175.85  (feet)  COMP
 LX2850  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 LX2850
 LX2850  VERT ORDER  -  FIRST     CLASS II
 LX2850
 LX2850.The horizontal coordinates were scaled from a topographic map and have
 LX2850.an estimated accuracy of +/- 6 seconds.
 LX2850
 LX2850.The orthometric height was determined by differential leveling
 LX2850.and adjusted by the National Geodetic Survey in June 1991..
 LX2850
 LX2850.The geoid height was determined by GEOID03.
 LX2850
 LX2850.The dynamic height is computed by dividing the NAVD 88
 LX2850.geopotential number by the normal gravity value computed on the
 LX2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2850.degrees latitude (g = 980.6199 gals.).
 LX2850
 LX2850.The modeled gravity was interpolated from observed gravity values.
 LX2850
 LX2850;                    North         East    Units  Estimated Accuracy
 LX2850;SPC CT       -   224,050.      290,740.      MT  (+/- 180 meters Scaled)
 LX2850
 LX2850                          SUPERSEDED SURVEY CONTROL
 LX2850
 LX2850.No superseded survey control is available for this station.
 LX2850
 LX2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL738939(NAD 83)
 LX2850_MARKER: DB = BENCH MARK DISK
 LX2850_SETTING: 66 = SET IN ROCK OUTCROP
 LX2850_SP_SET: ROCK OUTCROP
 LX2850_STAMPING: N 78 1985
 LX2850_MARK LOGO: NGS   
 LX2850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2850+STABILITY: POSITION/ELEVATION WELL
 LX2850
 LX2850  HISTORY     - Date     Condition        Report By
 LX2850  HISTORY     - 1985     MONUMENTED       NGS
 LX2850  HISTORY     - 19910505 GOOD             USPSQD
 LX2850
 LX2850                          STATION DESCRIPTION
 LX2850
 LX2850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2850'1.5 KM (0.95 MI) WEST FROM CHESHIRE.
 LX2850'1.5 KM (0.95 MI) WEST ALONG STATE HIGHWAY 42 FROM THE JUNCTION OF
 LX2850'STATE HIGHWAY 10 IN CHESHIRE TO THE NORTON SCHOOL AND THE MARK ON THE
 LX2850'RIGHT, IN THE TOP OF OUT CROPPING ROCK FLUSH WITH THE GROUND, 51.51
 LX2850'METERS (169.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.15 METERS
 LX2850'(16.9 FT) EAST OF THE EAST EDGE OF THE PARKING LOT OF THE SCHOOL.
 LX2850'THE MARK IS 0.5 M ABOVE PARKING LOT.
 LX2850
 LX2850                          STATION RECOVERY (1991)
 LX2850
 LX2850'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2620 ***********************************************************************
 LX2620  DESIGNATION -  N 79
 LX2620  PID         -  LX2620
 LX2620  STATE/COUNTY-  CT/LITCHFIELD
 LX2620  USGS QUAD   -  LITCHFIELD (1984)
 LX2620
 LX2620                         *CURRENT SURVEY CONTROL
 LX2620  ___________________________________________________________________
 LX2620* NAD 83(1986)-  41 44 46.     (N)    073 11 45.     (W)     SCALED    
 LX2620* NAVD 88     -       303.135  (meters)     994.54   (feet)  ADJUSTED  
 LX2620  ___________________________________________________________________
 LX2620  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LX2620  DYNAMIC HT  -         303.031 (meters)     994.19  (feet)  COMP
 LX2620  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LX2620
 LX2620  VERT ORDER  -  FIRST     CLASS II
 LX2620
 LX2620.The horizontal coordinates were scaled from a topographic map and have
 LX2620.an estimated accuracy of +/- 6 seconds.
 LX2620
 LX2620.The orthometric height was determined by differential leveling
 LX2620.and adjusted by the National Geodetic Survey in June 1991..
 LX2620
 LX2620.The geoid height was determined by GEOID03.
 LX2620
 LX2620.The dynamic height is computed by dividing the NAVD 88
 LX2620.geopotential number by the normal gravity value computed on the
 LX2620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2620.degrees latitude (g = 980.6199 gals.).
 LX2620
 LX2620.The modeled gravity was interpolated from observed gravity values.
 LX2620
 LX2620;                    North         East    Units  Estimated Accuracy
 LX2620;SPC CT       -   253,870.      267,720.      MT  (+/- 180 meters Scaled)
 LX2620
 LX2620                          SUPERSEDED SURVEY CONTROL
 LX2620
 LX2620.No superseded survey control is available for this station.
 LX2620
 LX2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM500231(NAD 83)
 LX2620_MARKER: DB = BENCH MARK DISK
 LX2620_SETTING: 66 = SET IN ROCK OUTCROP
 LX2620_SP_SET: ROCK OUTCROP
 LX2620_STAMPING: N 79 1985
 LX2620_MARK LOGO: NGS   
 LX2620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2620+STABILITY: POSITION/ELEVATION WELL
 LX2620
 LX2620  HISTORY     - Date     Condition        Report By
 LX2620  HISTORY     - 1985     MONUMENTED       NGS
 LX2620
 LX2620                          STATION DESCRIPTION
 LX2620
 LX2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2620'0.6 KM (0.35 MI) SW FROM LITCHFIELD.
 LX2620'0.6 KM (0.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2620'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE MARK ON THE LEFT, 12.8
 LX2620'METERS (42.0 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 21.9 METERS
 LX2620'(72.0 FT) WEST OF THE CENTER OF A DRIVEWAY, 14.0 METERS (46.0 FT) EAST
 LX2620'OF THE CENTER OF A DRIVEWAY.
 LX2620'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0532 ***********************************************************************
 LX0532  DESIGNATION -  N 8
 LX0532  PID         -  LX0532
 LX0532  STATE/COUNTY-  CT/HARTFORD
 LX0532  USGS QUAD   -  BROAD BROOK (1984)
 LX0532
 LX0532                         *CURRENT SURVEY CONTROL
 LX0532  ___________________________________________________________________
 LX0532* NAD 83(1986)-  41 56 36.     (N)    072 37 02.     (W)     SCALED    
 LX0532* NAVD 88     -        18.538  (meters)      60.82   (feet)  ADJUSTED  
 LX0532  ___________________________________________________________________
 LX0532  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0532  DYNAMIC HT  -          18.533 (meters)      60.80  (feet)  COMP
 LX0532  MODELED GRAV-     980,331.5   (mgal)                       NAVD 88
 LX0532
 LX0532  VERT ORDER  -  FIRST     CLASS II
 LX0532
 LX0532.The horizontal coordinates were scaled from a topographic map and have
 LX0532.an estimated accuracy of +/- 6 seconds.
 LX0532
 LX0532.The orthometric height was determined by differential leveling
 LX0532.and adjusted by the National Geodetic Survey in June 1991..
 LX0532
 LX0532.The geoid height was determined by GEOID03.
 LX0532
 LX0532.The dynamic height is computed by dividing the NAVD 88
 LX0532.geopotential number by the normal gravity value computed on the
 LX0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0532.degrees latitude (g = 980.6199 gals.).
 LX0532
 LX0532.The modeled gravity was interpolated from observed gravity values.
 LX0532
 LX0532;                    North         East    Units  Estimated Accuracy
 LX0532;SPC CT       -   275,690.      315,810.      MT  (+/- 180 meters Scaled)
 LX0532
 LX0532                          SUPERSEDED SURVEY CONTROL
 LX0532
 LX0532  NGVD 29 (??/??/92)   18.771  (m)           61.58   (f) ADJ UNCH    1 2
 LX0532
 LX0532.Superseded values are not recommended for survey control.
 LX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0532.See file dsdata.txt to determine how the superseded data were derived.
 LX0532
 LX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM975462(NAD 83)
 LX0532_MARKER: DB = BENCH MARK DISK
 LX0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0532_SP_SET: BRIDGE PARAPET WALL
 LX0532_STAMPING: 61.585 N 8 1923
 LX0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0532
 LX0532  HISTORY     - Date     Condition        Report By
 LX0532  HISTORY     - 1923     MONUMENTED       CGS
 LX0532  HISTORY     - 1967     GOOD             NGS
 LX0532
 LX0532                          STATION DESCRIPTION
 LX0532
 LX0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0532'1 MI N FROM WINDSOR LOCKS.
 LX0532'ABOUT 1 MILE NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0532'RAILROAD FROM THE STATION AT WINDSOR LOCKS, HARTFORD COUNTY, AT
 LX0532'THE WEST END OF BRIDGE 49.73 WHICH SPANS BOTH THE CANAL AND
 LX0532'CONNECTICUT RIVER, AT THE SOUTH END OF THE STONE PARAPET WALL
 LX0532'OF THE WEST ABUTMENT, 10.5 FEET SOUTHWEST OF THE SOUTHWEST
 LX0532'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 LX0532'STAMPED 61.585 N 8 1923.  NOTE-- THE STONE IN WHICH THE DISK
 LX0532'IS SET IS AT THE END OF THE PARAPET WALL, AND IS ALSO THE TOP
 LX0532'STONE OF THE WING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2587 ***********************************************************************
 LX2587  DESIGNATION -  N 80
 LX2587  PID         -  LX2587
 LX2587  STATE/COUNTY-  CT/LITCHFIELD
 LX2587  USGS QUAD   -  WOODBURY (1984)
 LX2587
 LX2587                         *CURRENT SURVEY CONTROL
 LX2587  ___________________________________________________________________
 LX2587* NAD 83(1986)-  41 31 32.     (N)    073 10 48.     (W)     SCALED    
 LX2587* NAVD 88     -       180.856  (meters)     593.36   (feet)  ADJUSTED  
 LX2587  ___________________________________________________________________
 LX2587  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2587  DYNAMIC HT  -         180.796 (meters)     593.16  (feet)  COMP
 LX2587  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 LX2587
 LX2587  VERT ORDER  -  FIRST     CLASS II
 LX2587
 LX2587.The horizontal coordinates were scaled from a topographic map and have
 LX2587.an estimated accuracy of +/- 6 seconds.
 LX2587
 LX2587.The orthometric height was determined by differential leveling
 LX2587.and adjusted by the National Geodetic Survey in June 1991..
 LX2587
 LX2587.The geoid height was determined by GEOID03.
 LX2587
 LX2587.The dynamic height is computed by dividing the NAVD 88
 LX2587.geopotential number by the normal gravity value computed on the
 LX2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2587.degrees latitude (g = 980.6199 gals.).
 LX2587
 LX2587.The modeled gravity was interpolated from observed gravity values.
 LX2587
 LX2587;                    North         East    Units  Estimated Accuracy
 LX2587;SPC CT       -   229,370.      268,910.      MT  (+/- 180 meters Scaled)
 LX2587
 LX2587                          SUPERSEDED SURVEY CONTROL
 LX2587
 LX2587.No superseded survey control is available for this station.
 LX2587
 LX2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL518987(NAD 83)
 LX2587_MARKER: I = METAL ROD
 LX2587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2587_SP_SET: STAINLESS STEEL ROD
 LX2587_STAMPING: N 80 1985
 LX2587_MARK LOGO: NGS   
 LX2587_PROJECTION: FLUSH
 LX2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2587_ROD/PIPE-DEPTH: 6.0  meters
 LX2587
 LX2587  HISTORY     - Date     Condition        Report By
 LX2587  HISTORY     - 1985     MONUMENTED       NGS
 LX2587
 LX2587                          STATION DESCRIPTION
 LX2587
 LX2587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2587'2.5 KM (1.55 MI) EAST FROM WOODBURY.
 LX2587'2.5 KM (1.55 MI) EAST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 LX2587'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE RIGHT, AT THE JUNCTION
 LX2587'OF TROLLEY BED ROAD, 21.9 METERS (72.0 FT) SOUTH OF THE CENTERLINE OF
 LX2587'THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE
 LX2587'OF TROLLEY BED ROAD, 8.5 METERS (27.8 FT) SOUTHEAST OF A STOP SIGN,
 LX2587'0.54 METER (1.8 FT) NORTH OF A FENCE. NOTE--ACCESS TO DATUM POINT IS
 LX2587'HAD THROUGH A 5-INCH LOGO CAP.
 LX2587'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2587'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2409 ***********************************************************************
 LX2409  DESIGNATION -  N 81
 LX2409  PID         -  LX2409
 LX2409  STATE/COUNTY-  CT/NEW HAVEN
 LX2409  USGS QUAD   -  WATERBURY (1984)
 LX2409
 LX2409                         *CURRENT SURVEY CONTROL
 LX2409  ___________________________________________________________________
 LX2409* NAD 83(1986)-  41 32 37.     (N)    073 04 36.     (W)     SCALED    
 LX2409* NAVD 88     -       147.478  (meters)     483.85   (feet)  ADJUSTED  
 LX2409  ___________________________________________________________________
 LX2409  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2409  DYNAMIC HT  -         147.431 (meters)     483.70  (feet)  COMP
 LX2409  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX2409
 LX2409  VERT ORDER  -  FIRST     CLASS II
 LX2409
 LX2409.The horizontal coordinates were scaled from a topographic map and have
 LX2409.an estimated accuracy of +/- 6 seconds.
 LX2409
 LX2409.The orthometric height was determined by differential leveling
 LX2409.and adjusted by the National Geodetic Survey in June 1991..
 LX2409
 LX2409.The geoid height was determined by GEOID03.
 LX2409
 LX2409.The dynamic height is computed by dividing the NAVD 88
 LX2409.geopotential number by the normal gravity value computed on the
 LX2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2409.degrees latitude (g = 980.6199 gals.).
 LX2409
 LX2409.The modeled gravity was interpolated from observed gravity values.
 LX2409
 LX2409;                    North         East    Units  Estimated Accuracy
 LX2409;SPC CT       -   231,330.      277,540.      MT  (+/- 180 meters Scaled)
 LX2409
 LX2409                          SUPERSEDED SURVEY CONTROL
 LX2409
 LX2409.No superseded survey control is available for this station.
 LX2409
 LX2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM604008(NAD 83)
 LX2409_MARKER: I = METAL ROD
 LX2409_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2409+WITH SETTING: INFORMATION.
 LX2409_SP_SET: SHALLOW-SET METAL ROD
 LX2409_STAMPING: N 81 1985
 LX2409_MARK LOGO: NGS   
 LX2409_PROJECTION: FLUSH
 LX2409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2409_ROD/PIPE-DEPTH: 1.22 meters
 LX2409
 LX2409  HISTORY     - Date     Condition        Report By
 LX2409  HISTORY     - 1985     MONUMENTED       NGS
 LX2409
 LX2409                          STATION DESCRIPTION
 LX2409
 LX2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2409'IN WATERBURY.
 LX2409'IN WATERBURY, ALONG CHASE PARKWAY, AT THE NORTHEAST CORNER OF PROPERTY
 LX2409'OWNED BY THE HOLY TRINITY GREEK ORTHODOX CHURCH, ON THE NORTHEAST SIDE
 LX2409'OF A SIGN (THE NEST - DAY CARE AND LEARNING CENTER OF WATERBURY),
 LX2409'10.67 METERS (35.0 FT) SOUTHEAST OF THE CENTERLINE OF CHASE PARKWAY,
 LX2409'28.96 METERS (95.0 FT) SOUTH-SOUTHWEST OF THE EXTENDED CENTER OF
 LX2409'PARKLAND AVENUE, 4.21 METERS (13.8 FT) SOUTH OF UTILITY BRACE POLE 79S
 LX2409'WITH ONE GUY WIRE, 0.55 METER (1.8 FT) NORTHEAST OF THE SIGN.
 LX2409'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 LX2409'AND ANCHORED AT 1.22 METERS.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2409'THROUGH A 5-INCH LOGO CAP.
 LX2409'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 LX2409'THE MARK IS 0.09 M ABOVE CHASE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2804 ***********************************************************************
 LX2804  DESIGNATION -  N 83
 LX2804  PID         -  LX2804
 LX2804  STATE/COUNTY-  CT/LITCHFIELD
 LX2804  USGS QUAD   -  THOMASTON (1976)
 LX2804
 LX2804                         *CURRENT SURVEY CONTROL
 LX2804  ___________________________________________________________________
 LX2804* NAD 83(1986)-  41 40 18.     (N)    073 02 53.     (W)     SCALED    
 LX2804* NAVD 88     -       231.312  (meters)     758.90   (feet)  ADJUSTED  
 LX2804  ___________________________________________________________________
 LX2804  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX2804  DYNAMIC HT  -         231.240 (meters)     758.66  (feet)  COMP
 LX2804  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 LX2804
 LX2804  VERT ORDER  -  FIRST     CLASS II
 LX2804
 LX2804.The horizontal coordinates were scaled from a topographic map and have
 LX2804.an estimated accuracy of +/- 6 seconds.
 LX2804
 LX2804.The orthometric height was determined by differential leveling
 LX2804.and adjusted by the National Geodetic Survey in June 1991..
 LX2804
 LX2804.The geoid height was determined by GEOID03.
 LX2804
 LX2804.The dynamic height is computed by dividing the NAVD 88
 LX2804.geopotential number by the normal gravity value computed on the
 LX2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2804.degrees latitude (g = 980.6199 gals.).
 LX2804
 LX2804.The modeled gravity was interpolated from observed gravity values.
 LX2804
 LX2804;                    North         East    Units  Estimated Accuracy
 LX2804;SPC CT       -   245,550.      279,980.      MT  (+/- 180 meters Scaled)
 LX2804
 LX2804                          SUPERSEDED SURVEY CONTROL
 LX2804
 LX2804.No superseded survey control is available for this station.
 LX2804
 LX2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM624151(NAD 83)
 LX2804_MARKER: DB = BENCH MARK DISK
 LX2804_SETTING: 66 = SET IN ROCK OUTCROP
 LX2804_SP_SET: ROCK OUTCROP
 LX2804_STAMPING: N 83 1985
 LX2804_MARK LOGO: NGS   
 LX2804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2804+STABILITY: POSITION/ELEVATION WELL
 LX2804
 LX2804  HISTORY     - Date     Condition        Report By
 LX2804  HISTORY     - 1985     MONUMENTED       NGS
 LX2804
 LX2804                          STATION DESCRIPTION
 LX2804
 LX2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2804'0.4 KM (0.25 MI) EAST FROM PLYMOUTH.
 LX2804'0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 LX2804'HIGHWAY 262 (SOUTH STREET) IN PLYMOUTH TO THE JUNCTION OF MAPLE AVENUE
 LX2804'AND THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP MEASURING ABOUT 9
 LX2804'BY 12 FOOT AND ADJOINING A ROCK LEDGE ABOUT 0.08 KM (0.05 MI) IN
 LX2804'LENGTH, 23.16 METERS (76.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY
 LX2804'(SLOPE MEASUREMENT), 4.57 METERS (15.0 FT) WEST OF AN 26-INCH ELM
 LX2804'TREE, 3.50 METERS (11.5 FT) SOUTH OF A CHAIN LINK FENCE.
 LX2804'THE MARK IS 1.64 METERS  NNE FROM  A WITNESS POST
 LX2804'THE MARK IS 3.66 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2651 ***********************************************************************
 LX2651  DESIGNATION -  N 84
 LX2651  PID         -  LX2651
 LX2651  STATE/COUNTY-  CT/MIDDLESEX
 LX2651  USGS QUAD   -  HADDAM (1971)
 LX2651
 LX2651                         *CURRENT SURVEY CONTROL
 LX2651  ___________________________________________________________________
 LX2651* NAD 83(1986)-  41 22 31.     (N)    072 33 54.     (W)     SCALED    
 LX2651* NAVD 88     -       143.421  (meters)     470.54   (feet)  ADJUSTED  
 LX2651  ___________________________________________________________________
 LX2651  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX2651  DYNAMIC HT  -         143.372 (meters)     470.38  (feet)  COMP
 LX2651  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 LX2651
 LX2651  VERT ORDER  -  FIRST     CLASS II
 LX2651
 LX2651.The horizontal coordinates were scaled from a topographic map and have
 LX2651.an estimated accuracy of +/- 6 seconds.
 LX2651
 LX2651.The orthometric height was determined by differential leveling
 LX2651.and adjusted by the National Geodetic Survey in June 1991..
 LX2651
 LX2651.The geoid height was determined by GEOID03.
 LX2651
 LX2651.The dynamic height is computed by dividing the NAVD 88
 LX2651.geopotential number by the normal gravity value computed on the
 LX2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2651.degrees latitude (g = 980.6199 gals.).
 LX2651
 LX2651.The modeled gravity was interpolated from observed gravity values.
 LX2651
 LX2651;                    North         East    Units  Estimated Accuracy
 LX2651;SPC CT       -   212,600.      320,280.      MT  (+/- 180 meters Scaled)
 LX2651
 LX2651                          SUPERSEDED SURVEY CONTROL
 LX2651
 LX2651.No superseded survey control is available for this station.
 LX2651
 LX2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL036832(NAD 83)
 LX2651_MARKER: DB = BENCH MARK DISK
 LX2651_SETTING: 66 = SET IN ROCK OUTCROP
 LX2651_SP_SET: ROCK OUTCROP
 LX2651_STAMPING: N 84 1985
 LX2651_MARK LOGO: NGS   
 LX2651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2651+STABILITY: POSITION/ELEVATION WELL
 LX2651
 LX2651  HISTORY     - Date     Condition        Report By
 LX2651  HISTORY     - 1985     MONUMENTED       NGS
 LX2651  HISTORY     - 19950704 GOOD             USPSQD
 LX2651
 LX2651                          STATION DESCRIPTION
 LX2651
 LX2651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2651'1.9 KM (1.2 MI) NORTH FROM KILLINGWORTH.
 LX2651'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 LX2651'STATE HIGHWAY 80 IN KILLINGWORTH TO THE MARK ON THE RIGHT, IN FRONT OF
 LX2651'A TRAILER PARK, 5.7 METERS (18.7 FT) EAST OF THE CENTERLINE OF THE
 LX2651'HIGHWAY, 19.5 METERS (64.5 FT) SOUTH OF THE CENTER OF STONEWALL DRIVE,
 LX2651'7.8 METERS (25.5 FT) WEST OF THE CENTER OF A SIDEWALK.
 LX2651'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2651
 LX2651                          STATION RECOVERY (1995)
 LX2651
 LX2651'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3182 ***********************************************************************
 LX3182  DESIGNATION -  N 85
 LX3182  PID         -  LX3182
 LX3182  STATE/COUNTY-  CT/TOLLAND
 LX3182  USGS QUAD   -  ELLINGTON (1984)
 LX3182
 LX3182                         *CURRENT SURVEY CONTROL
 LX3182  ___________________________________________________________________
 LX3182* NAD 83(1986)-  41 55 08.     (N)    072 29 55.     (W)     SCALED    
 LX3182* NAVD 88     -        57.767  (meters)     189.52   (feet)  ADJUSTED  
 LX3182  ___________________________________________________________________
 LX3182  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX3182  DYNAMIC HT  -          57.749 (meters)     189.46  (feet)  COMP
 LX3182  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX3182
 LX3182  VERT ORDER  -  FIRST     CLASS II
 LX3182
 LX3182.The horizontal coordinates were scaled from a topographic map and have
 LX3182.an estimated accuracy of +/- 6 seconds.
 LX3182
 LX3182.The orthometric height was determined by differential leveling
 LX3182.and adjusted by the National Geodetic Survey in June 1991..
 LX3182
 LX3182.The geoid height was determined by GEOID03.
 LX3182
 LX3182.The dynamic height is computed by dividing the NAVD 88
 LX3182.geopotential number by the normal gravity value computed on the
 LX3182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3182.degrees latitude (g = 980.6199 gals.).
 LX3182
 LX3182.The modeled gravity was interpolated from observed gravity values.
 LX3182
 LX3182;                    North         East    Units  Estimated Accuracy
 LX3182;SPC CT       -   272,990.      325,660.      MT  (+/- 180 meters Scaled)
 LX3182
 LX3182                          SUPERSEDED SURVEY CONTROL
 LX3182
 LX3182.No superseded survey control is available for this station.
 LX3182
 LX3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM074437(NAD 83)
 LX3182_MARKER: DB = BENCH MARK DISK
 LX3182_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3182_SP_SET: ABUTMENT
 LX3182_STAMPING: N 85 1986
 LX3182_MARK LOGO: NGS   
 LX3182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3182+STABILITY: SURFACE MOTION
 LX3182
 LX3182  HISTORY     - Date     Condition        Report By
 LX3182  HISTORY     - 1986     MONUMENTED       NGS
 LX3182
 LX3182                          STATION DESCRIPTION
 LX3182
 LX3182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3182'4.3 KM (2.7 MI) WEST FROM ELLINGTON.
 LX3182'4.3 KM (2.7 MI) WEST ALONG STATE HIGHWAY 140 FROM THE POST OFFICE IN
 LX3182'ELLINGTON TO THE MARK ON THE RIGHT.  IT IS 5.30 METERS (17.4 FT) EAST
 LX3182'OF THE CENTERLINE OF HIGHWAY, 16.52 METERS (54.2 FT) EAST OF SNET
 LX3182'BRACE POLE NO. 1310S WITH ONE GUY WIRE AND 11.98 METERS (39.3 FT)
 LX3182'NORTHEAST OF SNET POLE NO. 1310.
 LX3182'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2927 ***********************************************************************
 LX2927  DESIGNATION -  N 86
 LX2927  PID         -  LX2927
 LX2927  STATE/COUNTY-  CT/TOLLAND
 LX2927  USGS QUAD   -  COVENTRY (1983)
 LX2927
 LX2927                         *CURRENT SURVEY CONTROL
 LX2927  ___________________________________________________________________
 LX2927* NAD 83(1986)-  41 49 48.     (N)    072 16 29.     (W)     SCALED    
 LX2927* NAVD 88     -       177.737  (meters)     583.13   (feet)  ADJUSTED  
 LX2927  ___________________________________________________________________
 LX2927  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2927  DYNAMIC HT  -         177.678 (meters)     582.93  (feet)  COMP
 LX2927  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX2927
 LX2927  VERT ORDER  -  FIRST     CLASS II
 LX2927
 LX2927.The horizontal coordinates were scaled from a topographic map and have
 LX2927.an estimated accuracy of +/- 6 seconds.
 LX2927
 LX2927.The orthometric height was determined by differential leveling
 LX2927.and adjusted by the National Geodetic Survey in June 1991..
 LX2927
 LX2927.The geoid height was determined by GEOID03.
 LX2927
 LX2927.The dynamic height is computed by dividing the NAVD 88
 LX2927.geopotential number by the normal gravity value computed on the
 LX2927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2927.degrees latitude (g = 980.6199 gals.).
 LX2927
 LX2927.The modeled gravity was interpolated from observed gravity values.
 LX2927
 LX2927;                    North         East    Units  Estimated Accuracy
 LX2927;SPC CT       -   263,200.      344,280.      MT  (+/- 180 meters Scaled)
 LX2927
 LX2927                          SUPERSEDED SURVEY CONTROL
 LX2927
 LX2927.No superseded survey control is available for this station.
 LX2927
 LX2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM263344(NAD 83)
 LX2927_MARKER: DB = BENCH MARK DISK
 LX2927_SETTING: 66 = SET IN ROCK OUTCROP
 LX2927_SP_SET: ROCK OUTCROP
 LX2927_STAMPING: N 86 1986
 LX2927_MARK LOGO: NGS   
 LX2927_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2927+STABILITY: POSITION/ELEVATION WELL
 LX2927
 LX2927  HISTORY     - Date     Condition        Report By
 LX2927  HISTORY     - 1986     MONUMENTED       NGS
 LX2927
 LX2927                          STATION DESCRIPTION
 LX2927
 LX2927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2927'10.1 KM (6.3 MI) SE FROM TOLLAND.
 LX2927'0.48 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 74 FROM THE POST OFFICE
 LX2927'IN TOLLAND, THENCE 9.65 KM (6.0 MI) SOUTHEAST ALONG STATE HIGHWAY 195
 LX2927'TO THE THE MARK ON THE LEFT.  IT IS 8.81 METERS (28.9 FT) NORTH OF THE
 LX2927'CENTERLINE OF THE HIGHWAY, 34.75 METERS (114.0 FT) WEST OF UTILITY
 LX2927'POLE NO. 4484 WITH ONE GUY WIRE AND 29.26 METERS (96.0 FT) EAST OF
 LX2927'UTILITY POLE NO. 4485.
 LX2927'THE MARK IS 0.18 METERS  N FROM  A WITNESS POST
 LX2927'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2976 ***********************************************************************
 LX2976  DESIGNATION -  N 87
 LX2976  PID         -  LX2976
 LX2976  STATE/COUNTY-  CT/WINDHAM
 LX2976  USGS QUAD   -  SPRING HILL (1983)
 LX2976
 LX2976                         *CURRENT SURVEY CONTROL
 LX2976  ___________________________________________________________________
 LX2976* NAD 83(1986)-  41 50 56.     (N)    072 11 55.     (W)     SCALED    
 LX2976* NAVD 88     -       172.637  (meters)     566.39   (feet)  ADJUSTED  
 LX2976  ___________________________________________________________________
 LX2976  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2976  DYNAMIC HT  -         172.578 (meters)     566.20  (feet)  COMP
 LX2976  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LX2976
 LX2976  VERT ORDER  -  FIRST     CLASS II
 LX2976
 LX2976.The horizontal coordinates were scaled from a topographic map and have
 LX2976.an estimated accuracy of +/- 6 seconds.
 LX2976
 LX2976.The orthometric height was determined by differential leveling
 LX2976.and adjusted by the National Geodetic Survey in June 1991..
 LX2976
 LX2976.The geoid height was determined by GEOID03.
 LX2976
 LX2976.The dynamic height is computed by dividing the NAVD 88
 LX2976.geopotential number by the normal gravity value computed on the
 LX2976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2976.degrees latitude (g = 980.6199 gals.).
 LX2976
 LX2976.The modeled gravity was interpolated from observed gravity values.
 LX2976
 LX2976;                    North         East    Units  Estimated Accuracy
 LX2976;SPC CT       -   265,340.      350,590.      MT  (+/- 180 meters Scaled)
 LX2976
 LX2976                          SUPERSEDED SURVEY CONTROL
 LX2976
 LX2976.No superseded survey control is available for this station.
 LX2976
 LX2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM325367(NAD 83)
 LX2976_MARKER: DB = BENCH MARK DISK
 LX2976_SETTING: 66 = SET IN ROCK OUTCROP
 LX2976_SP_SET: ROCK LEDGE
 LX2976_STAMPING: N 87 1986
 LX2976_MARK LOGO: NGS   
 LX2976_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2976+STABILITY: POSITION/ELEVATION WELL
 LX2976
 LX2976  HISTORY     - Date     Condition        Report By
 LX2976  HISTORY     - 1986     MONUMENTED       NGS
 LX2976
 LX2976                          STATION DESCRIPTION
 LX2976
 LX2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2976'2.0 KM (1.25 MI) SW FROM WEST ASHFORD.
 LX2976'2.0 KM (1.25 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LX2976'STATE HIGHWAY 74 IN WEST ASHFORD TO THE MARK ON THE RIGHT IN TOP OF A
 LX2976'SMALL ROCK LEDGE.  IT IS 5.79 METERS (19.0 FT) NORTHWEST OF THE
 LX2976'CENTERLINE OF THE HIGHWAY, 44.81 METERS (147.0 FT) NORTHEAST OF THE
 LX2976'CENTER OF KAROSI ROAD AND 26.73 METERS (87.7 FT) NORTHEAST OF UTILITY
 LX2976'POLE NO. 1098.
 LX2976'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LX2976'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY2327 ***********************************************************************
 MY2327  DESIGNATION -  N 88
 MY2327  PID         -  MY2327
 MY2327  STATE/COUNTY-  CT/WINDHAM
 MY2327  USGS QUAD   -  WEBSTER (1979)
 MY2327
 MY2327                         *CURRENT SURVEY CONTROL
 MY2327  ___________________________________________________________________
 MY2327* NAD 83(1986)-  42 00 00.     (N)    071 58 56.     (W)     SCALED    
 MY2327* NAVD 88     -       132.034  (meters)     433.18   (feet)  ADJUSTED  
 MY2327  ___________________________________________________________________
 MY2327  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 MY2327  DYNAMIC HT  -         131.991 (meters)     433.04  (feet)  COMP
 MY2327  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 MY2327
 MY2327  VERT ORDER  -  FIRST     CLASS II
 MY2327
 MY2327.The horizontal coordinates were scaled from a topographic map and have
 MY2327.an estimated accuracy of +/- 6 seconds.
 MY2327
 MY2327.The orthometric height was determined by differential leveling
 MY2327.and adjusted by the National Geodetic Survey in June 1991..
 MY2327
 MY2327.The geoid height was determined by GEOID03.
 MY2327
 MY2327.The dynamic height is computed by dividing the NAVD 88
 MY2327.geopotential number by the normal gravity value computed on the
 MY2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MY2327.degrees latitude (g = 980.6199 gals.).
 MY2327
 MY2327.The modeled gravity was interpolated from observed gravity values.
 MY2327
 MY2327;                    North         East    Units  Estimated Accuracy
 MY2327;SPC CT       -   282,260.      368,410.      MT  (+/- 180 meters Scaled)
 MY2327
 MY2327                          SUPERSEDED SURVEY CONTROL
 MY2327
 MY2327.No superseded survey control is available for this station.
 MY2327
 MY2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG530540(NAD 83)
 MY2327_MARKER: DB = BENCH MARK DISK
 MY2327_SETTING: 66 = SET IN ROCK OUTCROP
 MY2327_SP_SET: ROCK LEDGE
 MY2327_STAMPING: N 88 1986
 MY2327_MARK LOGO: NGS   
 MY2327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY2327+STABILITY: POSITION/ELEVATION WELL
 MY2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY2327+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 MY2327
 MY2327  HISTORY     - Date     Condition        Report By
 MY2327  HISTORY     - 1986     MONUMENTED       NGS
 MY2327  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 MY2327  HISTORY     - 20050521 GOOD             GEOCAC
 MY2327
 MY2327                          STATION DESCRIPTION
 MY2327
 MY2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 MY2327'3.9 KM (2.45 MI) SW FROM QUINEBAUG.
 MY2327'3.9 KM (2.45 MI) SOUTHWEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION
 MY2327'OF STATE HIGHWAY 131 IN QUINEBAUG TO THE MARK ON THE RIGHT IN TOP OF
 MY2327'THE NORTHEAST END OF A SMALL ROCK LEDGE.  ALSO 1.8 KM (1.1 MI)
 MY2327'NORTHEAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF STATE HIGHWAY
 MY2327'169 IN NORTH WOODSTOCK.  IT IS 4.72 METERS (15.5 FT) NORTHWEST OF THE
 MY2327'CENTERLINE OF THE HIGHWAY, 10.18 METERS (33.4 FT) NORTHWEST AND ACROSS
 MY2327'THE HIGHWAY FROM UTILITY POLE NO. 3652E2, 4.72 METERS (15.5 FT)
 MY2327'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE LEADING TO A SINGLE STORY
 MY2327'WHITE HOUSE AND 0.46 METERS (1.5 FT) SOUTHWEST OF THE NORTHEAST END OF
 MY2327'THE LEDGE.
 MY2327'THE MARK IS 0.2 M ABOVE HIGHWAY.
 MY2327
 MY2327                          STATION RECOVERY (1996)
 MY2327
 MY2327'RECOVERY NOTE BY US POWER SQUADRON 1996
 MY2327'MARK NOT FOUND.
 MY2327
 MY2327                          STATION RECOVERY (2005)
 MY2327
 MY2327'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 MY2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1840 ***********************************************************************
 LW1840  DESIGNATION -  N 89
 LW1840  PID         -  LW1840
 LW1840  STATE/COUNTY-  CT/NEW LONDON
 LW1840  USGS QUAD   -  OLD MYSTIC (1983)
 LW1840
 LW1840                         *CURRENT SURVEY CONTROL
 LW1840  ___________________________________________________________________
 LW1840* NAD 83(1986)-  41 28 56.     (N)    071 54 18.     (W)     SCALED    
 LW1840* NAVD 88     -       140.601  (meters)     461.29   (feet)  ADJUSTED  
 LW1840  ___________________________________________________________________
 LW1840  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LW1840  DYNAMIC HT  -         140.550 (meters)     461.12  (feet)  COMP
 LW1840  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 LW1840
 LW1840  VERT ORDER  -  FIRST     CLASS II
 LW1840
 LW1840.The horizontal coordinates were scaled from a topographic map and have
 LW1840.an estimated accuracy of +/- 6 seconds.
 LW1840
 LW1840.The orthometric height was determined by differential leveling
 LW1840.and adjusted by the National Geodetic Survey in June 1991..
 LW1840
 LW1840.The geoid height was determined by GEOID03.
 LW1840
 LW1840.The dynamic height is computed by dividing the NAVD 88
 LW1840.geopotential number by the normal gravity value computed on the
 LW1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1840.degrees latitude (g = 980.6199 gals.).
 LW1840
 LW1840.The modeled gravity was interpolated from observed gravity values.
 LW1840
 LW1840;                    North         East    Units  Estimated Accuracy
 LW1840;SPC CT       -   224,810.      375,370.      MT  (+/- 180 meters Scaled)
 LW1840
 LW1840                          SUPERSEDED SURVEY CONTROL
 LW1840
 LW1840.No superseded survey control is available for this station.
 LW1840
 LW1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF574963(NAD 83)
 LW1840_MARKER: DB = BENCH MARK DISK
 LW1840_SETTING: 66 = SET IN ROCK OUTCROP
 LW1840_SP_SET: ROCK OUTCROP
 LW1840_STAMPING: N 89 1986
 LW1840_MARK LOGO: NGS   
 LW1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1840+STABILITY: POSITION/ELEVATION WELL
 LW1840
 LW1840  HISTORY     - Date     Condition        Report By
 LW1840  HISTORY     - 1986     MONUMENTED       NGS
 LW1840  HISTORY     - 19901006 GOOD             USPSQD
 LW1840
 LW1840                          STATION DESCRIPTION
 LW1840
 LW1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1840'2.3 KM (1.45 MI) NE FROM NORTH STONINGTON.
 LW1840'2.3 KM (1.45 MI) NORTHEAST ALONG STATE HIGHWAY 201 FROM THE JUNCTION
 LW1840'OF STATE HIGHWAY 2 IN NORTH STONINGTON TO THE MARK ON THE RIGHT IN
 LW1840'PARTIALLY EXPOSED ROCK OUTCROP MEASURING 3 X 13 FEET.  IT IS 7.31
 LW1840'METERS (24.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 LW1840'4.14 METERS (13.6 FT) NORTH-NORTHWEST OF A HOG WIRE FENCE.
 LW1840'THE MARK IS 0.54 METERS  NW FROM  A WITNESS POST
 LW1840'THE MARK IS 1.22 M ABOVE HIGHWAY.
 LW1840
 LW1840                          STATION RECOVERY (1990)
 LW1840
 LW1840'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0013 ***********************************************************************
 LX0013  DESIGNATION -  N 9
 LX0013  PID         -  LX0013
 LX0013  STATE/COUNTY-  CT/WINDHAM
 LX0013  USGS QUAD   -  WILLIMANTIC (1984)
 LX0013
 LX0013                         *CURRENT SURVEY CONTROL
 LX0013  ___________________________________________________________________
 LX0013* NAD 83(1986)-  41 42 42.     (N)    072 12 42.     (W)     SCALED    
 LX0013* NAVD 88     -        74.363  (meters)     243.97   (feet)  ADJUSTED  
 LX0013  ___________________________________________________________________
 LX0013  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0013  DYNAMIC HT  -          74.337 (meters)     243.89  (feet)  COMP
 LX0013  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 LX0013
 LX0013  VERT ORDER  -  FIRST     CLASS II
 LX0013
 LX0013.The horizontal coordinates were scaled from a topographic map and have
 LX0013.an estimated accuracy of +/- 6 seconds.
 LX0013
 LX0013.The orthometric height was determined by differential leveling
 LX0013.and adjusted by the National Geodetic Survey in June 1991..
 LX0013.WARNING-Repeat measurements at this control monument indicate possible
 LX0013.vertical movement.
 LX0013
 LX0013.The geoid height was determined by GEOID03.
 LX0013
 LX0013.The dynamic height is computed by dividing the NAVD 88
 LX0013.geopotential number by the normal gravity value computed on the
 LX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0013.degrees latitude (g = 980.6199 gals.).
 LX0013
 LX0013.The modeled gravity was interpolated from observed gravity values.
 LX0013
 LX0013;                    North         East    Units  Estimated Accuracy
 LX0013;SPC CT       -   250,090.      349,600.      MT  (+/- 180 meters Scaled)
 LX0013
 LX0013                          SUPERSEDED SURVEY CONTROL
 LX0013
 LX0013  NGVD 29 (??/??/92)   74.619  (m)          244.81   (f) ADJ UNCH    1 2
 LX0013
 LX0013.Superseded values are not recommended for survey control.
 LX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0013.See file dsdata.txt to determine how the superseded data were derived.
 LX0013
 LX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM319215(NAD 83)
 LX0013_MARKER: DD = SURVEY DISK
 LX0013_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0013+WITH SETTING: PAVEMENT
 LX0013_STAMPING: 244.813 FT N 9 1923
 LX0013_MARK LOGO: USGS  
 LX0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0013+STABILITY: SURFACE MOTION
 LX0013
 LX0013  HISTORY     - Date     Condition        Report By
 LX0013  HISTORY     - 1923     MONUMENTED       USGS
 LX0013  HISTORY     - 1951     GOOD             NGS
 LX0013  HISTORY     - 1984     GOOD             NGS
 LX0013  HISTORY     - 1988     POOR             USPSQD
 LX0013  HISTORY     - 19951117 GOOD             USPSQD
 LX0013
 LX0013                          STATION DESCRIPTION
 LX0013
 LX0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0013'AT WILLIMANTIC.
 LX0013'AT WILLIMANTIC, WINDHAM COUNTY, AT THE NORTHWEST CORNER OF THE
 LX0013'INTERSECTION OF MAIN AND CHURCH STREETS, AT THE SOUTHEAST
 LX0013'CORNER OF THE MURRAY BUILDING, IN THE TOP OF A GRANITE WINDOW
 LX0013'LEDGE OR SILL, AND 0.7 FOOT ABOVE THE SIDEWALK.  A UNITED
 LX0013'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 244.813 FT N
 LX0013'9 1923.  NOTE-- CHURCH STREET IS 0.3 MILE EAST OF THE POST
 LX0013'OFFICE.
 LX0013
 LX0013                          STATION RECOVERY (1984)
 LX0013
 LX0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0013'RECOVERED IN GOOD CONDITION, THE 1923 DESCRIPTION IS ADEQUATE WITH THE
 LX0013'FOLLOWING CORRECTION, THE STORE FRONT HAS BEEN REMODELED AND A SHOW
 LX0013'CASE WINDOW NOW COVERS THE MARK, INACCESSIBLE, AS A ROD CANNOT BE HELD
 LX0013'ON THE MARK, NOT LEVELED TO IN 1984.
 LX0013
 LX0013                          STATION RECOVERY (1988)
 LX0013
 LX0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0013'MARK RECOVERED IN POOR CONDITION.
 LX0013
 LX0013                          STATION RECOVERY (1995)
 LX0013
 LX0013'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3361 ***********************************************************************
 LX3361  DESIGNATION -  N 90
 LX3361  PID         -  LX3361
 LX3361  STATE/COUNTY-  CT/NEW LONDON
 LX3361  USGS QUAD   -  HAMBURG (1984)
 LX3361
 LX3361                         *CURRENT SURVEY CONTROL
 LX3361  ___________________________________________________________________
 LX3361* NAD 83(1986)-  41 29 09.     (N)    072 15 10.     (W)     SCALED    
 LX3361* NAVD 88     -       127.652  (meters)     418.80   (feet)  ADJUSTED  
 LX3361  ___________________________________________________________________
 LX3361  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3361  DYNAMIC HT  -         127.606 (meters)     418.65  (feet)  COMP
 LX3361  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 LX3361
 LX3361  VERT ORDER  -  FIRST     CLASS II
 LX3361
 LX3361.The horizontal coordinates were scaled from a topographic map and have
 LX3361.an estimated accuracy of +/- 6 seconds.
 LX3361
 LX3361.The orthometric height was determined by differential leveling
 LX3361.and adjusted by the National Geodetic Survey in June 1991..
 LX3361
 LX3361.The geoid height was determined by GEOID03.
 LX3361
 LX3361.The dynamic height is computed by dividing the NAVD 88
 LX3361.geopotential number by the normal gravity value computed on the
 LX3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3361.degrees latitude (g = 980.6199 gals.).
 LX3361
 LX3361.The modeled gravity was interpolated from observed gravity values.
 LX3361
 LX3361;                    North         East    Units  Estimated Accuracy
 LX3361;SPC CT       -   224,990.      346,330.      MT  (+/- 180 meters Scaled)
 LX3361
 LX3361                          SUPERSEDED SURVEY CONTROL
 LX3361
 LX3361.No superseded survey control is available for this station.
 LX3361
 LX3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL293963(NAD 83)
 LX3361_MARKER: DB = BENCH MARK DISK
 LX3361_SETTING: 66 = SET IN ROCK OUTCROP
 LX3361_SP_SET: ROCK OUTCROP
 LX3361_STAMPING: N 90 1986
 LX3361_MARK LOGO: NGS   
 LX3361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3361+STABILITY: POSITION/ELEVATION WELL
 LX3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3361+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 LX3361
 LX3361  HISTORY     - Date     Condition        Report By
 LX3361  HISTORY     - 1986     MONUMENTED       NGS
 LX3361  HISTORY     - 1989     GOOD             USPSQD
 LX3361  HISTORY     - 19900428 GOOD             USPSQD
 LX3361  HISTORY     - 19901129 GOOD             USPSQD
 LX3361  HISTORY     - 19991221 GOOD             USPSQD
 LX3361  HISTORY     - 20030602 GOOD             USPSQD
 LX3361  HISTORY     - 20060410 GOOD             USPSQD
 LX3361
 LX3361                          STATION DESCRIPTION
 LX3361
 LX3361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3361'1.4 KM (0.9 MI) NE FROM SALEM FOUR CORNERS.
 LX3361'1.4 KM (0.9 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 LX3361'OF STATE HIGHWAY 85 IN SALEM FOUR CORNERS TO THE MARK ON THE LEFT, IN
 LX3361'ROCK OUTCROP IN A HIGHWAY PICNIC AREA AT THE JUNCTION OF MUSIC VALE
 LX3361'ROAD, 11.0 METERS (36.1 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 LX3361'HIGHWAY, 8.23 METERS (27.0 FT) NORTH-NORTHEAST OF UTILITY POLE NO. 388
 LX3361'WITH ONE GUY WIRE.
 LX3361'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3361
 LX3361                          STATION RECOVERY (1989)
 LX3361
 LX3361'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3361'RECOVERED IN GOOD CONDITION.
 LX3361
 LX3361                          STATION RECOVERY (1990)
 LX3361
 LX3361'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3361'RECOVERED IN GOOD CONDITION.
 LX3361
 LX3361                          STATION RECOVERY (1990)
 LX3361
 LX3361'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3361'RECOVERED IN GOOD CONDITION.
 LX3361
 LX3361                          STATION RECOVERY (1999)
 LX3361
 LX3361'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3361'RECOVERED IN GOOD CONDITION.
 LX3361
 LX3361                          STATION RECOVERY (2003)
 LX3361
 LX3361'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3361'RECOVERED IN GOOD CONDITION.
 LX3361
 LX3361                          STATION RECOVERY (2006)
 LX3361
 LX3361'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3140 ***********************************************************************
 LX3140  DESIGNATION -  N 91
 LX3140  PID         -  LX3140
 LX3140  STATE/COUNTY-  CT/HARTFORD
 LX3140  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3140
 LX3140                         *CURRENT SURVEY CONTROL
 LX3140  ___________________________________________________________________
 LX3140* NAD 83(1986)-  41 44 11.     (N)    072 40 15.     (W)     SCALED    
 LX3140* NAVD 88     -        14.954  (meters)      49.06   (feet)  ADJUSTED  
 LX3140  ___________________________________________________________________
 LX3140  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX3140  DYNAMIC HT  -          14.950 (meters)      49.05  (feet)  COMP
 LX3140  MODELED GRAV-     980,324.3   (mgal)                       NAVD 88
 LX3140
 LX3140  VERT ORDER  -  FIRST     CLASS II
 LX3140
 LX3140.The horizontal coordinates were scaled from a topographic map and have
 LX3140.an estimated accuracy of +/- 6 seconds.
 LX3140
 LX3140.The orthometric height was determined by differential leveling
 LX3140.and adjusted by the National Geodetic Survey in June 1991..
 LX3140
 LX3140.The geoid height was determined by GEOID03.
 LX3140
 LX3140.The dynamic height is computed by dividing the NAVD 88
 LX3140.geopotential number by the normal gravity value computed on the
 LX3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3140.degrees latitude (g = 980.6199 gals.).
 LX3140
 LX3140.The modeled gravity was interpolated from observed gravity values.
 LX3140
 LX3140;                    North         East    Units  Estimated Accuracy
 LX3140;SPC CT       -   252,700.      311,390.      MT  (+/- 180 meters Scaled)
 LX3140
 LX3140                          SUPERSEDED SURVEY CONTROL
 LX3140
 LX3140.No superseded survey control is available for this station.
 LX3140
 LX3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM936231(NAD 83)
 LX3140_MARKER: I = METAL ROD
 LX3140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3140_SP_SET: STAINLESS STEEL ROD
 LX3140_STAMPING: N 91 1986
 LX3140_MARK LOGO: NGS   
 LX3140_PROJECTION: FLUSH
 LX3140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3140_ROD/PIPE-DEPTH: 8.5  meters
 LX3140
 LX3140  HISTORY     - Date     Condition        Report By
 LX3140  HISTORY     - 1986     MONUMENTED       NGS
 LX3140  HISTORY     - 19940907 GOOD             USPSQD
 LX3140
 LX3140                          STATION DESCRIPTION
 LX3140
 LX3140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3140'IN HARTFORD.
 LX3140'MARK IS LOCATED ALONG WETHERSFIELD AVENUE, BETWEEN STANDISH STREET AND
 LX3140'SOUTH STREET AT THE TONY MARCH BUICK AND GM DEALER.  IT IS 10.9
 LX3140'METERS (35.8 FT) EAST OF THE CENTERLINE OF WETHERSFIELD AVENUE, 11.4
 LX3140'METERS (37.7 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LX3140'TONY MARCH BUILDING, 11.2 METERS (36.8 FT) SOUTHWEST OF THE SOUTHWEST
 LX3140'CORNER OF A 3 STORY GREEN HOUSE, 1.1 METERS (3.8 FT) WEST OF THE
 LX3140'WEST END OF A HEDGE ROW AND 0.42 METERS (1.4 FT) EAST OF THE EAST
 LX3140'EDGE A SIDEWALK. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX3140'5-INCH LOGO CAP.
 LX3140'THE MARK IS 0.18 M ABOVE WETHERSFIELD AVENUE.
 LX3140
 LX3140                          STATION RECOVERY (1994)
 LX3140
 LX3140'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3107 ***********************************************************************
 LX3107  DESIGNATION -  N 92
 LX3107  PID         -  LX3107
 LX3107  STATE/COUNTY-  CT/TOLLAND
 LX3107  USGS QUAD   -  COLUMBIA (1984)
 LX3107
 LX3107                         *CURRENT SURVEY CONTROL
 LX3107  ___________________________________________________________________
 LX3107* NAD 83(1986)-  41 39 40.     (N)    072 21 17.     (W)     SCALED    
 LX3107* NAVD 88     -       176.883  (meters)     580.32   (feet)  ADJUSTED  
 LX3107  ___________________________________________________________________
 LX3107  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX3107  DYNAMIC HT  -         176.820 (meters)     580.12  (feet)  COMP
 LX3107  MODELED GRAV-     980,266.5   (mgal)                       NAVD 88
 LX3107
 LX3107  VERT ORDER  -  FIRST     CLASS II
 LX3107
 LX3107.The horizontal coordinates were scaled from a topographic map and have
 LX3107.an estimated accuracy of +/- 6 seconds.
 LX3107
 LX3107.The orthometric height was determined by differential leveling
 LX3107.and adjusted by the National Geodetic Survey in June 1991..
 LX3107
 LX3107.The geoid height was determined by GEOID03.
 LX3107
 LX3107.The dynamic height is computed by dividing the NAVD 88
 LX3107.geopotential number by the normal gravity value computed on the
 LX3107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3107.degrees latitude (g = 980.6199 gals.).
 LX3107
 LX3107.The modeled gravity was interpolated from observed gravity values.
 LX3107
 LX3107;                    North         East    Units  Estimated Accuracy
 LX3107;SPC CT       -   244,410.      337,720.      MT  (+/- 180 meters Scaled)
 LX3107
 LX3107                          SUPERSEDED SURVEY CONTROL
 LX3107
 LX3107.No superseded survey control is available for this station.
 LX3107
 LX3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM202155(NAD 83)
 LX3107_MARKER: DB = BENCH MARK DISK
 LX3107_SETTING: 66 = SET IN ROCK OUTCROP
 LX3107_SP_SET: ROCK OUTCROP
 LX3107_STAMPING: N 92 1986
 LX3107_MARK LOGO: NGS   
 LX3107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3107+STABILITY: POSITION/ELEVATION WELL
 LX3107
 LX3107  HISTORY     - Date     Condition        Report By
 LX3107  HISTORY     - 1986     MONUMENTED       NGS
 LX3107
 LX3107                          STATION DESCRIPTION
 LX3107
 LX3107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3107'0.2 KM (0.1 MI) EAST FROM HEBRON.
 LX3107'0.2 KM (0.15 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3107'HEBRON TO THE MARK ON THE LEFT, IN FRONT OF A SMALL SHOPPING CENTER
 LX3107'AND IN FRONT OF HEBRON PHARMACY, 14.9 METERS (49.2 FT) NORTH OF
 LX3107'THE CENTERLINE OF THE HIGHWAY, 33.7 METERS (110.7 FT) WEST OF
 LX3107'POWER POLE NO. 1103, 20.6 METERS (67.7 FT) EAST OF POWER POLE NO.
 LX3107'1105.
 LX3107'THE MARK IS 0.42 METERS  SW FROM  A WITNESS POST
 LX3107'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3052 ***********************************************************************
 LX3052  DESIGNATION -  N 93
 LX3052  PID         -  LX3052
 LX3052  STATE/COUNTY-  CT/WINDHAM
 LX3052  USGS QUAD   -  SCOTLAND (1983)
 LX3052
 LX3052                         *CURRENT SURVEY CONTROL
 LX3052  ___________________________________________________________________
 LX3052* NAD 83(1986)-  41 41 53.     (N)    072 05 03.     (W)     SCALED    
 LX3052* NAVD 88     -        79.153  (meters)     259.69   (feet)  ADJUSTED  
 LX3052  ___________________________________________________________________
 LX3052  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3052  DYNAMIC HT  -          79.125 (meters)     259.60  (feet)  COMP
 LX3052  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 LX3052
 LX3052  VERT ORDER  -  FIRST     CLASS II
 LX3052
 LX3052.The horizontal coordinates were scaled from a topographic map and have
 LX3052.an estimated accuracy of +/- 6 seconds.
 LX3052
 LX3052.The orthometric height was determined by differential leveling
 LX3052.and adjusted by the National Geodetic Survey in June 1991..
 LX3052
 LX3052.The geoid height was determined by GEOID03.
 LX3052
 LX3052.The dynamic height is computed by dividing the NAVD 88
 LX3052.geopotential number by the normal gravity value computed on the
 LX3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3052.degrees latitude (g = 980.6199 gals.).
 LX3052
 LX3052.The modeled gravity was interpolated from observed gravity values.
 LX3052
 LX3052;                    North         East    Units  Estimated Accuracy
 LX3052;SPC CT       -   248,650.      360,220.      MT  (+/- 180 meters Scaled)
 LX3052
 LX3052                          SUPERSEDED SURVEY CONTROL
 LX3052
 LX3052.No superseded survey control is available for this station.
 LX3052
 LX3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM426203(NAD 83)
 LX3052_MARKER: DB = BENCH MARK DISK
 LX3052_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3052_SP_SET: HEADWALL
 LX3052_STAMPING: N 93 1986
 LX3052_MARK LOGO: NGS   
 LX3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3052+STABILITY: SURFACE MOTION
 LX3052
 LX3052  HISTORY     - Date     Condition        Report By
 LX3052  HISTORY     - 1986     MONUMENTED       NGS
 LX3052
 LX3052                          STATION DESCRIPTION
 LX3052
 LX3052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3052'0.2 KM (0.15 MI) WEST FROM SCOTLAND.
 LX3052'0.2 KM (0.15 MI) WEST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3052'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE LEFT, IN TOP OF
 LX3052'THE SOUTH HEADWALL OF A SMALL BRIDGE OVER A SMALL BROOK, 3.51 METERS
 LX3052'(11.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.08 METERS (10.1
 LX3052'FT) WEST OF THE EAST END OF THE HEADWALL.
 LX3052'THE MARK IS 0.20 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3235 ***********************************************************************
 LX3235  DESIGNATION -  N 96
 LX3235  PID         -  LX3235
 LX3235  STATE/COUNTY-  CT/NEW LONDON
 LX3235  USGS QUAD   -  FITCHVILLE (1983)
 LX3235
 LX3235                         *CURRENT SURVEY CONTROL
 LX3235  ___________________________________________________________________
 LX3235* NAD 83(1986)-  41 34 32.     (N)    072 11 28.     (W)     SCALED    
 LX3235* NAVD 88     -        57.172  (meters)     187.57   (feet)  ADJUSTED  
 LX3235  ___________________________________________________________________
 LX3235  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX3235  DYNAMIC HT  -          57.152 (meters)     187.51  (feet)  COMP
 LX3235  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LX3235
 LX3235  VERT ORDER  -  FIRST     CLASS II
 LX3235
 LX3235.The horizontal coordinates were scaled from a topographic map and have
 LX3235.an estimated accuracy of +/- 6 seconds.
 LX3235
 LX3235.The orthometric height was determined by differential leveling
 LX3235.and adjusted by the National Geodetic Survey in June 1991..
 LX3235
 LX3235.The geoid height was determined by GEOID03.
 LX3235
 LX3235.The dynamic height is computed by dividing the NAVD 88
 LX3235.geopotential number by the normal gravity value computed on the
 LX3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3235.degrees latitude (g = 980.6199 gals.).
 LX3235
 LX3235.The modeled gravity was interpolated from observed gravity values.
 LX3235
 LX3235;                    North         East    Units  Estimated Accuracy
 LX3235;SPC CT       -   234,980.      351,410.      MT  (+/- 180 meters Scaled)
 LX3235
 LX3235                          SUPERSEDED SURVEY CONTROL
 LX3235
 LX3235.No superseded survey control is available for this station.
 LX3235
 LX3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM341064(NAD 83)
 LX3235_MARKER: DB = BENCH MARK DISK
 LX3235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3235_SP_SET: BRIDGE ABUTMENT
 LX3235_STAMPING: N 96 1986
 LX3235_MARK LOGO: NGS   
 LX3235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3235
 LX3235  HISTORY     - Date     Condition        Report By
 LX3235  HISTORY     - 1986     MONUMENTED       NGS
 LX3235  HISTORY     - 19910103 GOOD             USPSQD
 LX3235
 LX3235                          STATION DESCRIPTION
 LX3235
 LX3235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3235'3.9 KM (2.4 MI) WEST FROM BOZRAH.
 LX3235'3.7 KM (2.35 MI) WEST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE
 LX3235'IN BOZRAH, THENCE 0.10 KM (0.05 MI) NORTH ALONG STANTON ROAD TO THE
 LX3235'MARK SET IN THE WEST END OF THE SOUTH ABUTMENT.  IT IS 4.11 METERS
 LX3235'(13.5 FT) WEST OF THE CENTER OF STANTON ROAD AND 0.15 METER (0.5 FT)
 LX3235'EAST OF THE WEST END OF THE ABUTMENT.
 LX3235'THE MARK IS 0.1 M BELOW HIGHWAY.
 LX3235
 LX3235                          STATION RECOVERY (1991)
 LX3235
 LX3235'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3398 ***********************************************************************
 LX3398  DESIGNATION -  N 97
 LX3398  PID         -  LX3398
 LX3398  STATE/COUNTY-  CT/NEW LONDON
 LX3398  USGS QUAD   -  NORWICH (1983)
 LX3398
 LX3398                         *CURRENT SURVEY CONTROL
 LX3398  ___________________________________________________________________
 LX3398* NAD 83(1986)-  41 30 44.     (N)    072 05 00.     (W)     SCALED    
 LX3398* NAVD 88     -        23.802  (meters)      78.09   (feet)  ADJUSTED  
 LX3398  ___________________________________________________________________
 LX3398  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX3398  DYNAMIC HT  -          23.793 (meters)      78.06  (feet)  COMP
 LX3398  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 LX3398
 LX3398  VERT ORDER  -  FIRST     CLASS II
 LX3398
 LX3398.The horizontal coordinates were scaled from a topographic map and have
 LX3398.an estimated accuracy of +/- 6 seconds.
 LX3398
 LX3398.The orthometric height was determined by differential leveling
 LX3398.and adjusted by the National Geodetic Survey in June 1991..
 LX3398
 LX3398.The geoid height was determined by GEOID03.
 LX3398
 LX3398.The dynamic height is computed by dividing the NAVD 88
 LX3398.geopotential number by the normal gravity value computed on the
 LX3398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3398.degrees latitude (g = 980.6199 gals.).
 LX3398
 LX3398.The modeled gravity was interpolated from observed gravity values.
 LX3398
 LX3398;                    North         East    Units  Estimated Accuracy
 LX3398;SPC CT       -   228,010.      360,450.      MT  (+/- 180 meters Scaled)
 LX3398
 LX3398                          SUPERSEDED SURVEY CONTROL
 LX3398
 LX3398.No superseded survey control is available for this station.
 LX3398
 LX3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL434997(NAD 83)
 LX3398_MARKER: I = METAL ROD
 LX3398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3398_SP_SET: STAINLESS STEEL ROD
 LX3398_STAMPING: N 97 1986
 LX3398_MARK LOGO: NGS   
 LX3398_PROJECTION: FLUSH
 LX3398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3398_ROD/PIPE-DEPTH: 12.7 meters
 LX3398
 LX3398  HISTORY     - Date     Condition        Report By
 LX3398  HISTORY     - 1986     MONUMENTED       NGS
 LX3398  HISTORY     - 20060412 MARK NOT FOUND   USPSQD
 LX3398
 LX3398                          STATION DESCRIPTION
 LX3398
 LX3398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3398'1.4 KM (0.9 MI) SE FROM NORWICH.
 LX3398'1.4 KM (0.9 MI) SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION
 LX3398'OF STATE HIGHWAY 82 IN NORWICH TO THE MARK ON THE RIGHT AT THE
 LX3398'SOUTHEAST CORNER OF ENGINE CO. NO. 6.  IT IS 11.95 METERS (39.2 FT)
 LX3398'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.07 METERS (3.5 FT)
 LX3398'NORTHWEST OF THE SOUTHEAST CORNER OF BUILDING AND 0.61 METER (2.0 FT)
 LX3398'SOUTHWEST OF THE SOUTH FACE OF BUILDING.
 LX3398'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3398'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3398
 LX3398                          STATION RECOVERY (2006)
 LX3398
 LX3398'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3398'LOCATION IS CURRENTLY PART OF AN ASPHALT DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3739 ***********************************************************************
 LW3739  DESIGNATION -  N GROSVENOR DALE SPIPE
 LW3739  PID         -  LW3739
 LW3739  STATE/COUNTY-  CT/WINDHAM
 LW3739  USGS QUAD   -  PUTNAM (1970)
 LW3739
 LW3739                         *CURRENT SURVEY CONTROL
 LW3739  ___________________________________________________________________
 LW3739* NAD 83(1996)-  41 58 43.28051(N)    071 53 51.51283(W)     ADJUSTED  
 LW3739* NAVD 88     -                                                        
 LW3739  ___________________________________________________________________
 LW3739  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 LW3739  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LW3739
 LW3739  HORZ ORDER  -  THIRD
 LW3739
 LW3739.The horizontal coordinates were established by classical geodetic methods
 LW3739.and adjusted by the National Geodetic Survey in August 1998..
 LW3739
 LW3739
 LW3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3739
 LW3739.The geoid height was determined by GEOID03.
 LW3739
 LW3739;                    North         East     Units Scale Factor Converg.
 LW3739;SPC CT       -   279,954.217   375,442.431   MT  1.00001327   +0 33 54.6
 LW3739;SPC CT       -   918,483.13  1,231,764.04   sFT  1.00001327   +0 33 54.6
 LW3739;UTM  19      - 4,651,472.210   259,933.144   MT  1.00030922   -1 56 20.5
 LW3739
 LW3739                          SUPERSEDED SURVEY CONTROL
 LW3739
 LW3739  NAD 83(1996)-  41 58 43.28037(N)    071 53 51.51276(W) AD(       ) 4
 LW3739  NAD 83(1992)-  41 58 43.28008(N)    071 53 51.51222(W) AD(       ) 4
 LW3739  NAD 83(1992)-  41 58 43.28011(N)    071 53 51.51223(W) AD(       ) 4
 LW3739  NAD 83(1986)-  41 58 43.28127(N)    071 53 51.51105(W) AD(       ) 4
 LW3739  NAD 27      -  41 58 42.93014(N)    071 53 53.25391(W) AD(       ) 3
 LW3739
 LW3739.Superseded values are not recommended for survey control.
 LW3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3739.See file dsdata.txt to determine how the superseded data were derived.
 LW3739
 LW3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5993351472(NAD 83)
 LW3739
 LW3739  HISTORY     - Date     Condition        Report By
 LW3739  HISTORY     - 1977     MONUMENTED       NGS
 LW3739
 LW3739                          STATION DESCRIPTION
 LW3739
 LW3739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3739'THE STATION IS THE VENT ON THE TOP CENTER OF THE NORTH
 LW3739'GROSVENOR DALE STANDPIPE.  THE STANDPIPE IS SILVER IN COLOR,
 LW3739'ABOUT 100 FEET TALL AND OWNED BY THE TOWN OF THOMPSON.
 LW3739'
 LW3739'THE STATION IS LOCATED ON A HILL 0.1 MILE SOUTHEAST OF THE
 LW3739'NORTH GROSVENOR DALE POST OFFICE.
 LW3739'
 LW3739'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1891 ***********************************************************************
 LX1891  SACS        -  This is a Secondary Airport Control Station.
 LX1891  DESIGNATION -  N40 AP STA A
 LX1891  PID         -  LX1891
 LX1891  STATE/COUNTY-  CT/FAIRFIELD
 LX1891  USGS QUAD   -  BETHEL (1984)
 LX1891
 LX1891                         *CURRENT SURVEY CONTROL
 LX1891  ___________________________________________________________________
 LX1891* NAD 83(1996)-  41 22 22.84419(N)    073 28 37.49399(W)     ADJUSTED  
 LX1891* NAVD 88     -       137.467  (meters)     451.01   (feet)  ADJUSTED  
 LX1891  ___________________________________________________________________
 LX1891  X           -   1,363,235.303 (meters)                     COMP
 LX1891  Y           -  -4,595,454.354 (meters)                     COMP
 LX1891  Z           -   4,193,670.137 (meters)                     COMP
 LX1891  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 LX1891  ELLIP HEIGHT-         107.67  (meters)          (06/04/02) GPS OBS
 LX1891  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1891  DYNAMIC HT  -         137.420 (meters)     450.85  (feet)  COMP
 LX1891  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX1891
 LX1891  HORZ ORDER  -  FIRST
 LX1891  VERT ORDER  -  FIRST     CLASS II
 LX1891  ELLP ORDER  -  FOURTH    CLASS I
 LX1891
 LX1891.This mark is at Danbury Airport (DXR)
 LX1891
 LX1891.The horizontal coordinates were established by GPS observations
 LX1891.and adjusted by the National Geodetic Survey in May 2000..
 LX1891
 LX1891.The orthometric height was determined by differential leveling
 LX1891.and adjusted by the National Geodetic Survey in June 1991..
 LX1891
 LX1891.Photographs are available for this station.
 LX1891
 LX1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX1891
 LX1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX1891
 LX1891.The ellipsoidal height was determined by GPS observations
 LX1891.and is referenced to NAD 83.
 LX1891
 LX1891.The geoid height was determined by GEOID03.
 LX1891
 LX1891.The dynamic height is computed by dividing the NAVD 88
 LX1891.geopotential number by the normal gravity value computed on the
 LX1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1891.degrees latitude (g = 980.6199 gals.).
 LX1891
 LX1891.The modeled gravity was interpolated from observed gravity values.
 LX1891
 LX1891;                    North         East     Units Scale Factor Converg.
 LX1891;SPC CT       -   212,591.628   243,975.139   MT  0.99998705   -0 28 55.6
 LX1891;SPC CT       -   697,477.70    800,441.77   sFT  0.99998705   -0 28 55.6
 LX1891;UTM  18      - 4,581,285.167   627,356.894   MT  0.99979961   +1 00 24.2
 LX1891
 LX1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX1891!SPC CT       -   0.99998311  x   0.99998705  =   0.99997016
 LX1891!UTM  18      -   0.99998311  x   0.99979961  =   0.99978273
 LX1891
 LX1891:                Primary Azimuth Mark                     Grid Az
 LX1891:SPC CT       -  ARP N40                                  250 15 57.1
 LX1891:UTM  18      -  ARP N40                                  248 46 37.3
 LX1891
 LX1891|---------------------------------------------------------------------|
 LX1891| PID    Reference Object                     Distance      Geod. Az  |
 LX1891|                                                           dddmmss.s |
 LX1891| LX7419 ARP N40                             422.856 METERS 2494701.5 |
 LX1891|---------------------------------------------------------------------|
 LX1891
 LX1891                          SUPERSEDED SURVEY CONTROL
 LX1891
 LX1891  ELLIP H (05/22/00)  107.66   (m)                       GP(       ) 4 1
 LX1891  NAVD 88 (05/22/00)  137.47   (m)          451.0    (f) LEVELING    3  
 LX1891
 LX1891.Superseded values are not recommended for survey control.
 LX1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1891.See file dsdata.txt to determine how the superseded data were derived.
 LX1891
 LX1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2735781285(NAD 83)
 LX1891_MARKER: DT = TOPOGRAPHIC STATION DISK
 LX1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1891_SP_SET: CONCRETE POST
 LX1891_STAMPING: AP 1973 STA A N 40
 LX1891_MARK LOGO: CGS   
 LX1891_PROJECTION: PROJECTING 5 CENTIMETERS
 LX1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1891+STABILITY: SURFACE MOTION
 LX1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX1891+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2001
 LX1891
 LX1891  HISTORY     - Date     Condition        Report By
 LX1891  HISTORY     - 1973     MONUMENTED       NGS
 LX1891  HISTORY     - 1984     GOOD             NGS
 LX1891  HISTORY     - 19930630 GOOD             NGS
 LX1891  HISTORY     - 19990930 GOOD             WOOLPT
 LX1891  HISTORY     - 20010820 GOOD             NGS
 LX1891
 LX1891                          STATION DESCRIPTION
 LX1891
 LX1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1891'IN DANBURY.
 LX1891'IN DANBURY, AT THE DANBURY MUNICIPAL AIRPORT, IN THE MEDIAN AT THE
 LX1891'EAST END, BETWEEN RUNWAY 26 AND THE NORTH TAXI WAY, 30.78 METERS
 LX1891'(101.0 FT) NORTH OF THE NORTH EDGE OF RUNWAY 26, 21.21 METERS
 LX1891'(69.6 FT) SOUTH OF THE SOUTH EDGE OF THE TAXI WAY.
 LX1891'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 LX1891'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 LX1891
 LX1891                          STATION RECOVERY (1993)
 LX1891
 LX1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 LX1891'THE STATION IS LOCATED ON THE EASTERN END OF THE DANBURY MUNICIPAL
 LX1891'AIRPORT NORTH OF RUNWAY 8-26 AND IS A STANDARD TOPOGRAPHIC DISK
 LX1891'STAMPED AP 1973 STA A N40 SET IN A CONCRETE MONUMENT FLUSH WITH THE
 LX1891'GROUND.  THE STATION IS 392.36 FT (119.59 M) NORTHWEST OF C/L END
 LX1891'RUNWAY 26, 245.6 FT (74.9 M) WEST OF THE WEST END OF HOLD BAR, 152.6
 LX1891'FT (46.5 M) WEST OF THE CENTER OF SQUARE STEEL GRATE ON CATCH BASIN,
 LX1891'100.0 FT (30.5 M) NORTH OF THE NORTH EDGE OF RUNWAY, 90.8 FT (27.7 M)
 LX1891'NORTH OF THE SECOND RUNWAY LIGHT WEST OF THE PHYSICAL END OF RUNWAY
 LX1891'26.
 LX1891
 LX1891                          STATION RECOVERY (1999)
 LX1891
 LX1891'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX1891'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 LX1891'AIRPORT CONTROL STATION.
 LX1891
 LX1891                          STATION RECOVERY (2001)
 LX1891
 LX1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 LX1891'RECOVERED AS DESCRIBED.  NOTE THIS A SECONDARY AIRPORT CONTROL
 LX1891'STATION.
 LX1891'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0869 ***********************************************************************
 LX0869  DESIGNATION -  NAIL
 LX0869  PID         -  LX0869
 LX0869  STATE/COUNTY-  CT/FAIRFIELD
 LX0869  USGS QUAD   -  BRIDGEPORT (1984)
 LX0869
 LX0869                         *CURRENT SURVEY CONTROL
 LX0869  ___________________________________________________________________
 LX0869* NAD 83(1986)-  41 09 58.     (N)    073 08 05.     (W)     SCALED    
 LX0869* NAVD 88     -         1.682  (meters)       5.52   (feet)  ADJUSTED  
 LX0869  ___________________________________________________________________
 LX0869  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX0869  DYNAMIC HT  -           1.681 (meters)       5.52  (feet)  COMP
 LX0869  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 LX0869
 LX0869  VERT ORDER  -  FIRST     CLASS I
 LX0869
 LX0869.This mark is at Igor I Sikorsky Mem Airport (BDR)
 LX0869
 LX0869.The horizontal coordinates were scaled from a topographic map and have
 LX0869.an estimated accuracy of +/- 6 seconds.
 LX0869
 LX0869.The orthometric height was determined by differential leveling
 LX0869.and adjusted by the National Geodetic Survey in June 1991..
 LX0869
 LX0869.The geoid height was determined by GEOID03.
 LX0869
 LX0869.The dynamic height is computed by dividing the NAVD 88
 LX0869.geopotential number by the normal gravity value computed on the
 LX0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0869.degrees latitude (g = 980.6199 gals.).
 LX0869
 LX0869.The modeled gravity was interpolated from observed gravity values.
 LX0869
 LX0869;                    North         East    Units  Estimated Accuracy
 LX0869;SPC CT       -   189,430.      272,510.      MT  (+/- 180 meters Scaled)
 LX0869
 LX0869                          SUPERSEDED SURVEY CONTROL
 LX0869
 LX0869  NGVD 29 (??/??/92)    2.010  (m)            6.59   (f) ADJ UNCH    1 1
 LX0869
 LX0869.Superseded values are not recommended for survey control.
 LX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0869.See file dsdata.txt to determine how the superseded data were derived.
 LX0869
 LX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL564588(NAD 83)
 LX0869_MARKER: N = NAIL
 LX0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0869_SP_SET: RUNWAY
 LX0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0869
 LX0869  HISTORY     - Date     Condition        Report By
 LX0869  HISTORY     - UNK      MONUMENTED       CGS
 LX0869  HISTORY     - 1965     GOOD             NGS
 LX0869
 LX0869                          STATION DESCRIPTION
 LX0869
 LX0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0869'AT BRIDGEPORT AIRPORT.
 LX0869'AT THE BRIDGEPORT MUNICIPAL AIRPORT, AT THE WEST END OF RUNWAY
 LX0869'NO. 6, 1.5 FEET EAST OF THE WEST END OF THE RUNWAY, DIRECTLY
 LX0869'IN CENTER LINE OF RUNWAY, COPPER NAIL AND WASHER DRIVEN FLUSH
 LX0869'WITH THE ASPHALT RUNWAY.  THE LETTERING USC AND GS BM ARE CAST
 LX0869'IN THE WASHER.  NOTE-- THIS POINT WAS BELIEVED TO BE THE HIGH
 LX0869'POINT OF THE AIRPORT BY THE LEVELING PARTY IN 1965.  THIS WAS
 LX0869'IN ERROR AS A DIFFERENT HIGH POINT WAS LOCATED BY A LEVELING
 LX0869'PARTY IN 1963 WHICH WAS ABOUT 4 DECIMETER HIGHER THAN THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6261 ***********************************************************************
 LX6261  DESIGNATION -  NARROWS
 LX6261  PID         -  LX6261
 LX6261  STATE/COUNTY-  CT/NEW HAVEN
 LX6261  USGS QUAD   -  GUILFORD (1984)
 LX6261
 LX6261                         *CURRENT SURVEY CONTROL
 LX6261  ___________________________________________________________________
 LX6261* NAD 83(1996)-  41 15 16.00543(N)    072 44 03.60137(W)     ADJUSTED  
 LX6261* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6261  ___________________________________________________________________
 LX6261  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX6261  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX6261
 LX6261  HORZ ORDER  -  THIRD
 LX6261
 LX6261.The horizontal coordinates were established by classical geodetic methods
 LX6261.and adjusted by the National Geodetic Survey in August 1998..
 LX6261
 LX6261.The orthometric height was scaled from a topographic map.
 LX6261
 LX6261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6261
 LX6261.The geoid height was determined by GEOID03.
 LX6261
 LX6261;                    North         East     Units Scale Factor Converg.
 LX6261;SPC CT       -   199,167.997   306,113.607   MT  0.99999495   +0 00 37.4
 LX6261;SPC CT       -   653,437.00  1,004,307.73   sFT  0.99999495   +0 00 37.4
 LX6261;SPC NY L     -   121,563.945   406,074.905   MT  1.00001976   +0 49 40.3
 LX6261;SPC NY L     -   398,831.04  1,332,264.08   sFT  1.00001976   +0 49 40.3
 LX6261;UTM  18      - 4,569,479.049   689,817.886   MT  1.00004345   +1 29 40.0
 LX6261
 LX6261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6261!SPC CT       -   1.00000462  x   0.99999495  =   0.99999957
 LX6261!SPC NY L     -   1.00000462  x   1.00001976  =   1.00002438
 LX6261!UTM  18      -   1.00000462  x   1.00004345  =   1.00004807
 LX6261
 LX6261:                Primary Azimuth Mark                     Grid Az
 LX6261:SPC CT       -  BEATTIE QUARRY FLAGPOLE                  030 10 57.2
 LX6261:SPC NY L     -  BEATTIE QUARRY FLAGPOLE                  029 21 54.3
 LX6261:UTM  18      -  BEATTIE QUARRY FLAGPOLE                  028 41 54.6
 LX6261
 LX6261|---------------------------------------------------------------------|
 LX6261| PID    Reference Object                     Distance      Geod. Az  |
 LX6261|                                                           dddmmss.s |
 LX6261| LX6260 BEATTIE QUARRY FLAGPOLE             APPROX. 0.7 KM 0301134.6 |
 LX6261| CZ6859 NARROWS RM 2                         40.560 METERS 04100     |
 LX6261| LX6249 WALDENS FLAGPOLE                    APPROX. 1.3 KM 0811429.5 |
 LX6261| LX6251 BROWNS ISLAND CHIMNEY               APPROX. 1.8 KM 0842826.1 |
 LX6261| LX6350 SACHEM                              APPROX. 2.8 KM 1032617.5 |
 LX6261| LX6347 UNCAS POINT ELEV TANK               APPROX. 2.2 KM 1055042.5 |
 LX6261| LX6345 FULTONS CHIMNEY                     APPROX. 2.0 KM 1124830.4 |
 LX6261| LX6346 SACHEM HEAD YACHT CLUB              APPROX. 2.3 KM 1165829.4 |
 LX6261| LX6357 PRUDDENS ISLAND CHIMNEY             APPROX. 1.5 KM 2381214.5 |
 LX6261| LX6246 WAYLAND ISLAND FLAGPOLE             APPROX. 1.0 KM 2430545.6 |
 LX6261| LX6445 MONONOTTO ISLAND CUPOLA             APPROX. 1.6 KM 2911633.2 |
 LX6261| CZ6858 NARROWS RM 1                         14.420 METERS 35537     |
 LX6261|---------------------------------------------------------------------|
 LX6261
 LX6261                          SUPERSEDED SURVEY CONTROL
 LX6261
 LX6261  NAD 83(1992)-  41 15 16.00455(N)    072 44 03.60124(W) AD(       ) 3
 LX6261  NAD 83(1986)-  41 15 16.00660(N)    072 44 03.60401(W) AD(       ) 3
 LX6261  NAD 27      -  41 15 15.65900(N)    072 44 05.26400(W) AD(       ) 3
 LX6261
 LX6261.Superseded values are not recommended for survey control.
 LX6261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6261.See file dsdata.txt to determine how the superseded data were derived.
 LX6261
 LX6261_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8981869479(NAD 83)
 LX6261_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6261_SETTING: 66 = SET IN ROCK OUTCROP
 LX6261_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6261+STABILITY: POSITION/ELEVATION WELL
 LX6261
 LX6261  HISTORY     - Date     Condition        Report By
 LX6261  HISTORY     - 1933     MONUMENTED       CGS
 LX6261  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6261
 LX6261                          STATION DESCRIPTION
 LX6261
 LX6261'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6261'THIS STATION IS LOCATED ON THE SOUTHWESTERLY TIP OF NARROWS
 LX6261'ISLAND.  A BARE ROCKY POINT MARKS THIS EXTREMITY OF THE ISLAND.  IT
 LX6261'IS SEPARATED FROM THE MAIN ISLAND AT HIGH WATER.  DIRECTLY TO THE
 LX6261'S THE VIEW IS CUT OFF BY A SMALL GRASS COVERED ISLAND WITH
 LX6261'BOULDER STREWN SHORES.
 LX6261'
 LX6261'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6261'OUTCROPPING BEDROCK AND IN BOULDER AS DESCRIBED IN NOTES 2,
 LX6261'12C, AND 12A.
 LX6261'
 LX6261'REFERENCE MARK NO. 1 BEARS N 5 DEG E (MAGNETIC).
 LX6261'
 LX6261'REFERENCE MARK NO. 2 IS ON THE SHORE LINE OF NARROWS ISLAND
 LX6261'AND BEARS N 55 DEG E (MAGNETIC).
 LX6261'
 LX6261'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6261
 LX6261                          STATION RECOVERY (1961)
 LX6261
 LX6261'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6261'STATION RECOVERED IN GOOD CONDITION.  THE DISTANCES WERE CHECKED
 LX6261'AND FOUND TO BE CORRECT.  THE MARKS ARE STAMPED--
 LX6261'
 LX6261'STATION - NARROWS 1933
 LX6261'
 LX6261'R.M. 1 - NARROWS NO 1 1933
 LX6261'
 LX6261'R.M. 2 - NARROWS NO 2 1933
 LX6261'
 LX6261'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND
 LX6261'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6262 ***********************************************************************
 LX6262  DESIGNATION -  NARROWS ISLAND CHIMNEY
 LX6262  PID         -  LX6262
 LX6262  STATE/COUNTY-  CT/NEW HAVEN
 LX6262  USGS QUAD   -  GUILFORD (1984)
 LX6262
 LX6262                         *CURRENT SURVEY CONTROL
 LX6262  ___________________________________________________________________
 LX6262* NAD 83(1996)-  41 15 21.60399(N)    072 43 53.92150(W)     ADJUSTED  
 LX6262* NAVD 88     -                                                        
 LX6262  ___________________________________________________________________
 LX6262  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX6262  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX6262
 LX6262  HORZ ORDER  -  THIRD
 LX6262
 LX6262.The horizontal coordinates were established by classical geodetic methods
 LX6262.and adjusted by the National Geodetic Survey in August 1998..
 LX6262
 LX6262
 LX6262.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6262
 LX6262.The geoid height was determined by GEOID03.
 LX6262
 LX6262;                    North         East     Units Scale Factor Converg.
 LX6262;SPC CT       -   199,340.754   306,338.924   MT  0.99999482   +0 00 43.8
 LX6262;SPC CT       -   654,003.79  1,005,046.95   sFT  0.99999482   +0 00 43.8
 LX6262;SPC NY L     -   121,739.903   406,297.740   MT  1.00001995   +0 49 46.6
 LX6262;SPC NY L     -   399,408.33  1,332,995.17   sFT  1.00001995   +0 49 46.6
 LX6262;UTM  18      - 4,569,657.592   690,038.664   MT  1.00004448   +1 29 46.5
 LX6262
 LX6262                          SUPERSEDED SURVEY CONTROL
 LX6262
 LX6262  NAD 83(1992)-  41 15 21.60311(N)    072 43 53.92136(W) AD(       ) 4
 LX6262  NAD 83(1986)-  41 15 21.60521(N)    072 43 53.92415(W) AD(       ) 4
 LX6262  NAD 27      -  41 15 21.25800(N)    072 43 55.57800(W) AD(       ) 3
 LX6262
 LX6262.Superseded values are not recommended for survey control.
 LX6262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6262.See file dsdata.txt to determine how the superseded data were derived.
 LX6262
 LX6262_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9003969658(NAD 83)
 LX6262
 LX6262  HISTORY     - Date     Condition        Report By
 LX6262  HISTORY     - 1933     MONUMENTED       CGS
 LX6262  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6262
 LX6262                          STATION DESCRIPTION
 LX6262
 LX6262'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6262'THIS STATION IS ON THE LONE, TWO-STORY, HIP-ROOFED HOUSE ON THE
 LX6262'EASTERLY END OF NARROWS ISLAND.  THE HOUSE IS PAINTED WHITE AND
 LX6262'HAS A SINGLE CHIMNEY ON THE E END.
 LX6262'
 LX6262'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6262
 LX6262                          STATION RECOVERY (1961)
 LX6262
 LX6262'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6262'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6262'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4670 ***********************************************************************
 LX4670  DESIGNATION -  NATCHAUG
 LX4670  PID         -  LX4670
 LX4670  STATE/COUNTY-  CT/WINDHAM
 LX4670  USGS QUAD   -  HAMPTON (1984)
 LX4670
 LX4670                         *CURRENT SURVEY CONTROL
 LX4670  ___________________________________________________________________
 LX4670* NAD 83(1996)-  41 50 53.64169(N)    072 03 20.65262(W)     ADJUSTED  
 LX4670* NAVD 88     -       237.3    (meters)     779.     (feet)  VERTCON   
 LX4670  ___________________________________________________________________
 LX4670  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LX4670  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX4670
 LX4670  HORZ ORDER  -  FIRST
 LX4670
 LX4670.The horizontal coordinates were established by classical geodetic methods
 LX4670.and adjusted by the National Geodetic Survey in August 1998..
 LX4670
 LX4670.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4670
 LX4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4670
 LX4670.The geoid height was determined by GEOID03.
 LX4670
 LX4670;                    North         East     Units Scale Factor Converg.
 LX4670;SPC CT       -   265,347.479   362,456.591   MT  0.99999818   +0 27 37.2
 LX4670;SPC CT       -   870,560.85  1,189,159.67   sFT  0.99999818   +0 27 37.2
 LX4670;UTM  18      - 4,637,117.882   744,427.402   MT  1.00033524   +1 57 55.0
 LX4670;UTM  19      - 4,637,441.489   246,317.298   MT  1.00039199   -2 02 23.1
 LX4670
 LX4670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4670!SPC CT       -   0.99996743  x   0.99999818  =   0.99996561
 LX4670!UTM  18      -   0.99996743  x   1.00033524  =   1.00030266
 LX4670!UTM  19      -   0.99996743  x   1.00039199  =   1.00035941
 LX4670
 LX4670:                Primary Azimuth Mark                     Grid Az
 LX4670:SPC CT       -  ABINGTON RELAY MAST                      013 46 42.8
 LX4670:UTM  18      -  ABINGTON RELAY MAST                      012 16 25.0
 LX4670:UTM  19      -  ABINGTON RELAY MAST                      016 16 43.1
 LX4670
 LX4670|---------------------------------------------------------------------|
 LX4670| PID    Reference Object                     Distance      Geod. Az  |
 LX4670|                                                           dddmmss.s |
 LX4670| LX4654 ABINGTON RELAY MAST                 APPROX. 3.8 KM 0141420.0 |
 LX4670| CZ6860 NATCHAUG RM 1                        24.748 METERS 02431     |
 LX4670| LX4660 EASTER                              APPROX. 3.9 KM 1063033.5 |
 LX4670| CZ6861 NATCHAUG RM 2                        25.591 METERS 14222     |
 LX4670| LX4671 HAMPTON CATH CH SPIRE               APPROX. 7.1 KM 1820919.7 |
 LX4670|---------------------------------------------------------------------|
 LX4670
 LX4670                          SUPERSEDED SURVEY CONTROL
 LX4670
 LX4670  NAD 83(1996)-  41 50 53.64125(N)    072 03 20.65248(W) AD(       ) 1
 LX4670  NAD 83(1992)-  41 50 53.64118(N)    072 03 20.65228(W) AD(       ) 1
 LX4670  NAD 83(1992)-  41 50 53.64140(N)    072 03 20.65272(W) AD(       ) 1
 LX4670  NAD 83(1986)-  41 50 53.64215(N)    072 03 20.65229(W) AD(       ) 1
 LX4670  NAD 27      -  41 50 53.28916(N)    072 03 22.38167(W) AD(       ) 1
 LX4670  NGVD 29 (07/19/86)  237.5    (m)          779.     (f) VERT ANG       
 LX4670
 LX4670.Superseded values are not recommended for survey control.
 LX4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4670.See file dsdata.txt to determine how the superseded data were derived.
 LX4670
 LX4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4442737118(NAD 83)
 LX4670_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4670_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX4670_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 LX4670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4670+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 LX4670
 LX4670  HISTORY     - Date     Condition        Report By
 LX4670  HISTORY     - 1974     MONUMENTED       NGS
 LX4670  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4670  HISTORY     - 20040418 GOOD             GEOCAC
 LX4670
 LX4670                          STATION DESCRIPTION
 LX4670
 LX4670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4670'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF PHOENIXVILLE,
 LX4670'3-1/4 MILES SOUTHWEST OF ABINGTON AND ON THE WEST SIDE OF FAYETTE
 LX4670'ROAD.  IT IS ON THE PROPERTY OF THE CONNECTICUT STATE DEPARTMENT
 LX4670'OF STATE FOREST AND ENVIRONMENTAL PROTECTION.
 LX4670'
 LX4670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX4670'STATE HIGHWAY 97, IN THE TOWN OF ABINGTON.  GO WEST ON U.S. HIGHWAY
 LX4670'44 FOR 0.1 MILE TO THE POST OFFICE ON THE RIGHT.  CONTINUE WEST
 LX4670'ON U.S. HIGHWAY 44 FOR 1.15 MILES TO A SIDE ROAD ON THE
 LX4670'LEFT.  CONTINUE WEST ON U.S. HIGHWAY 44 FOR 1.3 MILES TO A
 LX4670'CROSSROAD.  TURN LEFT AND GO SOUTHWESTERLY FOR 150 FEET TO A
 LX4670'SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 LX4670'FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 LX4670'
 LX4670'THE STATION MARK IS A STANDARD DISK STAMPED, NATCHAUG 1974, SET IN
 LX4670'THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS FLUSH WITH THE
 LX4670'GROUND SURFACE.  IT IS 84 FEET NORTHWEST OF A METAL WITNESS POST,
 LX4670'25 FEET WEST OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD AND 17
 LX4670'FEET SOUTHWEST OF A 12-INCH TREE WITH A TRIANGULAR BLAZE.
 LX4670'
 LX4670'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, NATCHAUG NO 1 1974,
 LX4670'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS ABOUT 2
 LX4670'INCHES ABOVE THE GROUND SURFACE.  IT IS 64-1/2 FEET NORTH OF THE
 LX4670'BLAZED TREE, 13 FEET WEST OF THE APPROXIMATE CENTER OF THE ROAD
 LX4670'AND 5.1 FEET EAST OF A METAL WITNESS POST.
 LX4670'
 LX4670'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, NATCHAUG NO 2 1974,
 LX4670'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LX4670'GROUND SURFACE.  IT IS 88 FEET SOUTHEAST OF THE BLAZED TREE, 25
 LX4670'FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD AND 1.2 FEET EAST
 LX4670'OF A METAL WITNESS POST.
 LX4670'
 LX4670'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO TREES
 LX4670'AND BRUSH ON LINE.
 LX4670'
 LX4670'NO SUITABLE LOCATION WAS FOUND FOR A DISTANT REFERENCE MARK FOR
 LX4670'THIS STATION.
 LX4670'
 LX4670'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 LX4670
 LX4670                          STATION RECOVERY (1977)
 LX4670
 LX4670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4670'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LX4670'FOUND IN GOOD CONDITION.  THE DIRECTION AND DISTANCE TO THE
 LX4670'REFERENCE MARKS CHECKED WITH THE 1974 OBSERVATIONS.
 LX4670'
 LX4670'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 LX4670'
 LX4670'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF PHOENIXVILLE,
 LX4670'2-3/4 MILES SOUTHWEST OF ABINGTON, ON THE WEST SIDE OF
 LX4670'FAYETTE ROAD AND ON THE PROPERTY OF CONNECTICUT DEPARTMENT OF
 LX4670'STATE FOREST AND ENVIROMENTAL PROTECTION, REGIONAL DIRECTOR
 LX4670'MR. JOHN OLSEN, RFD 1, VOLUNTOWN, CONNECTICUT.  PHONE NUMBER
 LX4670'376-2513.
 LX4670'
 LX4670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44
 LX4670'AND STATE HIGHWAY 97 IN ABINGTON, GO WEST ON U.S. HIGHWAY 44
 LX4670'FOR 0.1 MILE TO THE POST OFFICE ON THE RIGHT.  CONTINUE WEST
 LX4670'ON U.S. HIGHWAY 44 FOR 1.15 MILES TO A SIDE ROAD LEFT.
 LX4670'CONTINUE WEST ON HIGHWAY 44 FOR 0.95 MILE TO A CROSS ROAD.
 LX4670'TURN LEFT AND GO SOUTHWEST ON A GRAVELED ROAD FOR 150 FEET TO
 LX4670'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 LX4670'FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 LX4670'
 LX4670'STATION MARK, STAMPED---NATCHAUG 1974---, IS A STANDARD DISK
 LX4670'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS 12 INCHES IN
 LX4670'DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET
 LX4670'NORTHWEST OF A METAL WITNESS POST, 28 FEET WEST OF THE CENTER
 LX4670'OF THE GRAVELED ROAD, 17.7 FEET SOUTHWEST OF A METAL WITNESS
 LX4670'POST AND 17 FEET SOUTHWEST OF A 12-INCH TREE WITH A TRIANGLE
 LX4670'BLAZE.
 LX4670'A 30 INCH STEEL ROD WAS DRIVEN BESIDE THE STATION MARK.
 LX4670'
 LX4670'REFERENCE MARK 1, STAMPED---NATCHAUG NO 1 1974---, IS A
 LX4670'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LX4670'12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 LX4670'SURFACE.  IT IS 64.5 FEET NORTH OF THE TRIANGLE BLAZED TREE,
 LX4670'13 FEET WEST OF THE CENTER OF THE ROAD AND 5.1 FEET EAST OF A
 LX4670'METAL WITNESS POST.
 LX4670'
 LX4670'REFERENCE MARK 2, STAMPED---NATCHAUG NO 2 1974---, IS A
 LX4670'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LX4670'12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 LX4670'IT IS 88 FEET SOUTHEAST OF THE TRIANGLE BLAZED TREE, 25 FEET
 LX4670'EAST OF THE CENTER OF THE ROAD AND 1.2 FEET EAST OF A METAL
 LX4670'WITNESS POST.
 LX4670'
 LX4670'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 30.8 METERS.
 LX4670'
 LX4670'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX4670'
 LX4670'DESCRIBED BY A.G. THACKER.
 LX4670
 LX4670                          STATION RECOVERY (2004)
 LX4670
 LX4670'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX4670'FOUND STATION AND RM'S 1 AND 2 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6781 ***********************************************************************
 LX6781  DESIGNATION -  NAUBUC FACTORY SMOKESTACK
 LX6781  PID         -  LX6781
 LX6781  STATE/COUNTY-  CT/HARTFORD
 LX6781  USGS QUAD   -  GLASTONBURY (1992)
 LX6781
 LX6781                         *CURRENT SURVEY CONTROL
 LX6781  ___________________________________________________________________
 LX6781* NAD 83(1996)-  41 42 58.56341(N)    072 37 04.45736(W)     ADJUSTED  
 LX6781* NAVD 88     -                                                        
 LX6781  ___________________________________________________________________
 LX6781  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX6781  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX6781
 LX6781  HORZ ORDER  -  THIRD
 LX6781
 LX6781.The horizontal coordinates were established by classical geodetic methods
 LX6781.and adjusted by the National Geodetic Survey in August 1998..
 LX6781
 LX6781
 LX6781.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6781
 LX6781.The geoid height was determined by GEOID03.
 LX6781
 LX6781;                    North         East     Units Scale Factor Converg.
 LX6781;SPC CT       -   250,467.010   315,793.144   MT  0.99998821   +0 05 15.3
 LX6781;SPC CT       -   821,740.52  1,036,064.67   sFT  0.99998821   +0 05 15.3
 LX6781;UTM  18      - 4,621,016.516   698,160.035   MT  1.00008324   +1 35 08.4
 LX6781
 LX6781                          SUPERSEDED SURVEY CONTROL
 LX6781
 LX6781  NAD 83(1996)-  41 42 58.56291(N)    072 37 04.45752(W) AD(       ) 4
 LX6781  NAD 83(1992)-  41 42 58.56306(N)    072 37 04.45747(W) AD(       ) 4
 LX6781  NAD 83(1992)-  41 42 58.56451(N)    072 37 04.45913(W) AD(       ) 4
 LX6781  NAD 83(1986)-  41 42 58.56474(N)    072 37 04.45895(W) AD(       ) 4
 LX6781  NAD 27      -  41 42 58.19800(N)    072 37 06.13400(W) AD(       ) 3
 LX6781
 LX6781.Superseded values are not recommended for survey control.
 LX6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6781.See file dsdata.txt to determine how the superseded data were derived.
 LX6781
 LX6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9816021017(NAD 83)
 LX6781
 LX6781  HISTORY     - Date     Condition        Report By
 LX6781  HISTORY     - UNK      MONUMENTED
 LX6781  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6781  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6781
 LX6781                          STATION DESCRIPTION
 LX6781
 LX6781'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6781'NO ORIGINAL DESCRIPTION.  THE OCTAGONAL STACK ON THE PLANT OF
 LX6781'THE WILLIAMS BROTHERS MANUFACTURING COMPANY, IS 1/4 MILE W OF
 LX6781'ROUTE 15 ON NAUBUC AVENUE.  IT IS ON THE N SIDE OF THE AVENUE.
 LX6781'
 LX6781'THE STACK IS ON THE NORTHWESTERLY SIDE OF THE PLANT.  IT IS
 LX6781'BUILT OF RED BRICK AND IS OCTAGONAL IN PLAN.
 LX6781'
 LX6781'CENTER IS THE CENTER LINE OF THE STACK.
 LX6781
 LX6781                          STATION RECOVERY (1948)
 LX6781
 LX6781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6781'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0934 ***********************************************************************
 LX0934  DESIGNATION -  NAUGATUCK
 LX0934  PID         -  LX0934
 LX0934  STATE/COUNTY-  CT/NEW HAVEN
 LX0934  USGS QUAD   -  NAUGATUCK (1984)
 LX0934
 LX0934                         *CURRENT SURVEY CONTROL
 LX0934  ___________________________________________________________________
 LX0934* NAD 83(1986)-  41 29 24.     (N)    073 03 10.     (W)     SCALED    
 LX0934* NAVD 88     -        62.654  (meters)     205.56   (feet)  ADJUSTED  
 LX0934  ___________________________________________________________________
 LX0934  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0934  DYNAMIC HT  -          62.633 (meters)     205.49  (feet)  COMP
 LX0934  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 LX0934
 LX0934  VERT ORDER  -  FIRST     CLASS II
 LX0934
 LX0934.The horizontal coordinates were scaled from a topographic map and have
 LX0934.an estimated accuracy of +/- 6 seconds.
 LX0934
 LX0934.The orthometric height was determined by differential leveling
 LX0934.and adjusted by the National Geodetic Survey in June 1991..
 LX0934
 LX0934.The geoid height was determined by GEOID03.
 LX0934
 LX0934.The dynamic height is computed by dividing the NAVD 88
 LX0934.geopotential number by the normal gravity value computed on the
 LX0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0934.degrees latitude (g = 980.6199 gals.).
 LX0934
 LX0934.The modeled gravity was interpolated from observed gravity values.
 LX0934
 LX0934;                    North         East    Units  Estimated Accuracy
 LX0934;SPC CT       -   225,370.      279,520.      MT  (+/- 180 meters Scaled)
 LX0934
 LX0934                          SUPERSEDED SURVEY CONTROL
 LX0934
 LX0934  NGVD 29 (??/??/92)   62.941  (m)          206.50   (f) ADJ UNCH    1 2
 LX0934
 LX0934.Superseded values are not recommended for survey control.
 LX0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0934.See file dsdata.txt to determine how the superseded data were derived.
 LX0934
 LX0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL625949(NAD 83)
 LX0934_MARKER: DB = BENCH MARK DISK
 LX0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0934_SP_SET: ABUTMENT
 LX0934_STAMPING: NAUGATUCK 1935
 LX0934_MARK LOGO: CGS   
 LX0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0934
 LX0934  HISTORY     - Date     Condition        Report By
 LX0934  HISTORY     - 1935     MONUMENTED       CGS
 LX0934  HISTORY     - 1982     GOOD             NGS
 LX0934  HISTORY     - 1985     GOOD             NGS
 LX0934  HISTORY     - 19910504 GOOD             USPSQD
 LX0934  HISTORY     - 19971018 MARK NOT FOUND   USPSQD
 LX0934
 LX0934                          STATION DESCRIPTION
 LX0934
 LX0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0934'AT NAUGATUCK.
 LX0934'AT NAUGATUCK, NEW HAVEN COUNTY, 720 FEET SOUTH OF THE NEW
 LX0934'YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT 50-FOOT
 LX0934'SPAN GIRDER BRIDGE 21.73 OVER MAPLE STREET, IN THE TOP OF THE
 LX0934'WEST SIDE OF THE NORTH ABUTMENT, 5 FEET WEST OF THE WEST RAIL,
 LX0934'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LX0934
 LX0934                          STATION RECOVERY (1982)
 LX0934
 LX0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0934'RECOVERED IN GOOD CONDITION.
 LX0934
 LX0934                          STATION RECOVERY (1985)
 LX0934
 LX0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0934'RECOVERED IN GOOD CONDITION.
 LX0934
 LX0934                          STATION RECOVERY (1991)
 LX0934
 LX0934'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0934'RECOVERED IN GOOD CONDITION.
 LX0934
 LX0934                          STATION RECOVERY (1997)
 LX0934
 LX0934'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0934'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3558 ***********************************************************************
 LX3558  DESIGNATION -  NAUGATUCK IND PARK TANK
 LX3558  PID         -  LX3558
 LX3558  STATE/COUNTY-  CT/NEW HAVEN
 LX3558  USGS QUAD   -  WATERBURY (1984)
 LX3558
 LX3558                         *CURRENT SURVEY CONTROL
 LX3558  ___________________________________________________________________
 LX3558* NAD 83(1996)-  41 30 45.17141(N)    073 02 26.43423(W)     ADJUSTED  
 LX3558* NAVD 88     -                                                        
 LX3558  ___________________________________________________________________
 LX3558  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 LX3558  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX3558
 LX3558  HORZ ORDER  -  THIRD
 LX3558
 LX3558.The horizontal coordinates were established by classical geodetic methods
 LX3558.and adjusted by the National Geodetic Survey in August 1998..
 LX3558
 LX3558
 LX3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3558
 LX3558.The geoid height was determined by GEOID03.
 LX3558
 LX3558;                    North         East     Units Scale Factor Converg.
 LX3558;SPC CT       -   227,873.442   280,535.401   MT  0.99998321   -0 11 33.8
 LX3558;SPC CT       -   747,614.78    920,389.89   sFT  0.99998321   -0 11 33.8
 LX3558;UTM  18      - 4,597,510.532   663,502.957   MT  0.99992899   +1 17 56.0
 LX3558
 LX3558                          SUPERSEDED SURVEY CONTROL
 LX3558
 LX3558  NAD 83(1992)-  41 30 45.17084(N)    073 02 26.43455(W) AD(       ) 4
 LX3558  NAD 83(1986)-  41 30 45.17292(N)    073 02 26.43683(W) AD(       ) 4
 LX3558  NAD 27      -  41 30 44.82729(N)    073 02 28.05456(W) AD(       ) 3
 LX3558
 LX3558.Superseded values are not recommended for survey control.
 LX3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3558.See file dsdata.txt to determine how the superseded data were derived.
 LX3558
 LX3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6350397511(NAD 83)
 LX3558_MARKER: 51 = TANK
 LX3558
 LX3558  HISTORY     - Date     Condition        Report By
 LX3558  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3558  HISTORY     - 19910504 GOOD             USPSQD
 LX3558
 LX3558                          STATION DESCRIPTION
 LX3558
 LX3558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3558'THE STATION, IS THE VENT ATOP THE DOME SHAPED TOP, TAN,
 LX3558'NAUGATUCK INDUSTRIAL PARK WATER TANK, THAT IS ABOUT
 LX3558'9 METERS (30 FT) HIGH.  THIS IS A GROUND STORAGE TANK.
 LX3558'
 LX3558'THE STATION IS LOCATED 4.8 KM (3 MI) SOUTH OF WATERBURY,
 LX3558'2.8 KM (1.75 MI) NORTHEAST OF NAUGATUCK, 0.6 KM (0.4 MI)
 LX3558'EAST OF STATE HIGHWAY 8, AT THE NORTH END OF THE PARK,
 LX3558'ON GREAT HILL.
 LX3558'OWNERSHIP--NAUGATUCK INDUSTRIAL PARK, NAUGATUCK CT.
 LX3558
 LX3558                          STATION RECOVERY (1991)
 LX3558
 LX3558'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX3558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5973 ***********************************************************************
 LX5973  DESIGNATION -  NECK
 LX5973  PID         -  LX5973
 LX5973  STATE/COUNTY-  CT/NEW LONDON
 LX5973  USGS QUAD   -  DEEP RIVER (1971)
 LX5973
 LX5973                         *CURRENT SURVEY CONTROL
 LX5973  ___________________________________________________________________
 LX5973* NAD 83(1996)-  41 23 42.22123(N)    072 24 53.59570(W)     ADJUSTED  
 LX5973* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 LX5973  ___________________________________________________________________
 LX5973  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX5973  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX5973
 LX5973  HORZ ORDER  -  THIRD
 LX5973
 LX5973.The horizontal coordinates were established by classical geodetic methods
 LX5973.and adjusted by the National Geodetic Survey in August 1998..
 LX5973
 LX5973.The orthometric height was scaled from a topographic map.
 LX5973
 LX5973.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5973
 LX5973.The geoid height was determined by GEOID03.
 LX5973
 LX5973;                    North         East     Units Scale Factor Converg.
 LX5973;SPC CT       -   214,838.848   332,825.864   MT  0.99998605   +0 13 19.9
 LX5973;SPC CT       -   704,850.45  1,091,946.19   sFT  0.99998605   +0 13 19.9
 LX5973;UTM  18      - 4,585,839.209   716,117.910   MT  1.00017484   +1 42 36.2
 LX5973
 LX5973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5973!SPC CT       -   0.99999992  x   0.99998605  =   0.99998597
 LX5973!UTM  18      -   0.99999992  x   1.00017484  =   1.00017476
 LX5973
 LX5973:                Primary Azimuth Mark                     Grid Az
 LX5973:SPC CT       -  WHITE                                    143 00 50.5
 LX5973:UTM  18      -  WHITE                                    141 31 34.2
 LX5973
 LX5973|---------------------------------------------------------------------|
 LX5973| PID    Reference Object                     Distance      Geod. Az  |
 LX5973|                                                           dddmmss.s |
 LX5973| LX5962 WHITE                               APPROX. 2.4 KM 1431410.4 |
 LX5973| LX5980 STASIA                              496.597 METERS 1932656.8 |
 LX5973| LX5985 DEVILS WHARF LIGHT                  APPROX. 0.7 KM 1990945.4 |
 LX5973| LX5952 HOWARDS CHIMNEY                     APPROX. 1.4 KM 2313257.2 |
 LX5973| LX5967 DEEP RIVER SCHOOL CUPOLA            APPROX. 1.8 KM 2373718.2 |
 LX5973| CZ6862 NECK RM 1                             7.620 METERS 24143     |
 LX5973| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 1.5 KM 2803239.3 |
 LX5973| CZ6863 NECK RM 2                            15.250 METERS 34931     |
 LX5973|---------------------------------------------------------------------|
 LX5973
 LX5973                          SUPERSEDED SURVEY CONTROL
 LX5973
 LX5973  NAD 83(1992)-  41 23 42.22035(N)    072 24 53.59540(W) AD(       ) 3
 LX5973  NAD 83(1986)-  41 23 42.22218(N)    072 24 53.59844(W) AD(       ) 3
 LX5973  NAD 27      -  41 23 41.86400(N)    072 24 55.30700(W) AD(       ) 3
 LX5973
 LX5973.Superseded values are not recommended for survey control.
 LX5973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5973.See file dsdata.txt to determine how the superseded data were derived.
 LX5973
 LX5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1611885839(NAD 83)
 LX5973_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5973_SETTING: 66 = SET IN ROCK OUTCROP
 LX5973_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5973_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5973+STABILITY: POSITION/ELEVATION WELL
 LX5973
 LX5973  HISTORY     - Date     Condition        Report By
 LX5973  HISTORY     - 1934     MONUMENTED       CGS
 LX5973  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5973
 LX5973                          STATION DESCRIPTION
 LX5973
 LX5973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5973'THIS STATION IS LOCATED ON THE LEDGE NEAR THE S SHORE OF SELDEN
 LX5973'NECK.  IT IS ABOUT 400 FEET FROM THE RIVERS EDGE AND ABOUT 80 FEET
 LX5973'ABOVE IT.  THE LEDGE OVERLOOKS AN OLD QUARRY SITE WHICH IS INSHORE
 LX5973'FROM A PUBLIC PICNIC GROUND.  THE STATION IS 2.7 METERS N OF THE
 LX5973'N VERTICAL WALL OF THE OLD QUARRY.
 LX5973'
 LX5973'SURFACE AND REFERENCE MARK NO.1 ARE STANDARD BRONZE DISKS IN
 LX5973'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.  REFERENCE MARK
 LX5973'NO.2 IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED IN
 LX5973'NOTE 12C.
 LX5973'
 LX5973'REFERENCE MARK NO.1 IS IN THE SAME LEDGE SOMEWHAT LOWER THAN THE
 LX5973'STATION.  IT IS 0.5 METERS N OF THE VERTICAL FACE OF THE ROCK.
 LX5973'
 LX5973'REFERENCE MARK NO.2 IS IN THE TOP OF A BOULDER NORTHERLY OF THE
 LX5973'STATION.  THERE IS A U-BOLT FIXED IN THE TOP OF THE SAME ROCK.
 LX5973'
 LX5973'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5973
 LX5973                          STATION RECOVERY (1948)
 LX5973
 LX5973'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5973'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  THE
 LX5973'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4853 ***********************************************************************
 LX4853  DESIGNATION -  NEGRO
 LX4853  PID         -  LX4853
 LX4853  STATE/COUNTY-  CT/TOLLAND
 LX4853  USGS QUAD   -  COLUMBIA (1984)
 LX4853
 LX4853                         *CURRENT SURVEY CONTROL
 LX4853  ___________________________________________________________________
 LX4853* NAD 83(1996)-  41 42 52.07713(N)    072 18 44.34586(W)     ADJUSTED  
 LX4853* NAVD 88     -       184.8    (meters)     606.     (feet)  VERTCON   
 LX4853  ___________________________________________________________________
 LX4853  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 LX4853  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX4853
 LX4853  HORZ ORDER  -  FIRST
 LX4853
 LX4853.The horizontal coordinates were established by classical geodetic methods
 LX4853.and adjusted by the National Geodetic Survey in August 1998..
 LX4853
 LX4853.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4853
 LX4853.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4853
 LX4853.The geoid height was determined by GEOID03.
 LX4853
 LX4853;                    North         East     Units Scale Factor Converg.
 LX4853;SPC CT       -   250,350.739   341,223.942   MT  0.99998811   +0 17 24.8
 LX4853;SPC CT       -   821,359.05  1,119,498.88   sFT  0.99998811   +0 17 24.8
 LX4853;UTM  18      - 4,621,565.415   723,589.238   MT  1.00021523   +1 47 21.0
 LX4853
 LX4853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4853!SPC CT       -   0.99997568  x   0.99998811  =   0.99996379
 LX4853!UTM  18      -   0.99997568  x   1.00021523  =   1.00019090
 LX4853
 LX4853:                Primary Azimuth Mark                     Grid Az
 LX4853:SPC CT       -  STORRS                                   021 19 30.1
 LX4853:UTM  18      -  STORRS                                   019 49 33.9
 LX4853
 LX4853|---------------------------------------------------------------------|
 LX4853| PID    Reference Object                     Distance      Geod. Az  |
 LX4853|                                                           dddmmss.s |
 LX4853| LX4976 STORRS                              APPROX.12.0 KM 0213654.9 |
 LX4853| LX4981 STORRS UNIV WHUS RAD MAST           APPROX.11.9 KM 0214113.6 |
 LX4853| CZ6864 NEGRO RM 1                           35.979 METERS 05716     |
 LX4853| LX4823 AIRPORT BCN WINDHAM APT             APPROX.11.4 KM 0750615.7 |
 LX4853| CZ5006 2167 A                                             1414437.3 |
 LX4853| LX4852 COLUMBIA CONG CH SPIRE              APPROX. 1.5 KM 1463231.8 |
 LX4853| LX7651 NEGRO RM 3                           51.859 METERS 29407     |
 LX4853| LX4864 NEGRO AZ MK TPT                     127.366 METERS 30843     |
 LX4853| LX4863 NEGRO AZ MK                         120.859 METERS 30843     |
 LX4853| CZ6865 NEGRO RM 2                           40.252 METERS 31012     |
 LX4853|---------------------------------------------------------------------|
 LX4853
 LX4853                          SUPERSEDED SURVEY CONTROL
 LX4853
 LX4853  NAD 83(1996)-  41 42 52.07667(N)    072 18 44.34566(W) AD(       ) 1
 LX4853  NAD 83(1992)-  41 42 52.07674(N)    072 18 44.34564(W) AD(       ) 1
 LX4853  NAD 83(1992)-  41 42 52.07765(N)    072 18 44.34701(W) AD(       ) 1
 LX4853  NAD 83(1986)-  41 42 52.07812(N)    072 18 44.34687(W) AD(       ) 1
 LX4853  NAD 27      -  41 42 51.72037(N)    072 18 46.05486(W) AD(       ) 1
 LX4853  NGVD 29 (07/19/86)  185.1    (m)          607.     (f) VERT ANG       
 LX4853
 LX4853.Superseded values are not recommended for survey control.
 LX4853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4853.See file dsdata.txt to determine how the superseded data were derived.
 LX4853
 LX4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2358921565(NAD 83)
 LX4853_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4853_SETTING: 66 = SET IN ROCK OUTCROP
 LX4853_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4853+STABILITY: POSITION/ELEVATION WELL
 LX4853
 LX4853  HISTORY     - Date     Condition        Report By
 LX4853  HISTORY     - 1975     MONUMENTED       NGS
 LX4853  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4853  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4853  HISTORY     - 1986     GOOD             CTGS
 LX4853
 LX4853                          STATION DESCRIPTION
 LX4853
 LX4853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4853'STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF ANDOVER, 1-1/4 MILES
 LX4853'NORTHWEST OF COLUMBIA, 1/2 MILE SOUTH OF HOP RIVER, 1/4 MILE
 LX4853'NORTHEAST OF STATE HIGHWAY 87 AND ON PROPERTY OWNED BY RICE AND
 LX4853'ASSOCIATES, WILI RADIO STATION, POST OFFICE BOX 496, WILLIMANTIC,
 LX4853'CONNECTICUT.
 LX4853'
 LX4853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND 87
 LX4853'IN COLUMBIA, GO NORTHERLY ON HIGHWAY 87 FOR 1.0 MILE TO THE
 LX4853'JUNCTION OF LAUREL LANE ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 LX4853'ON LAUREL LANE FOR 0.1 MILE TO THE END OF THE PAVEMENT.  CONTINUE
 LX4853'NORTHEAST ON A GRAVELED ROAD FOR 0.2 MILE TO THE SUMMIT OF A
 LX4853'HILL, TRACK ROAD RIGHT, AN OLD STONE FOUNDATION ON THE RIGHT AND
 LX4853'THE STATION IN THE CENTER OF THE FOUNDATION AS DESCRIBED.
 LX4853'
 LX4853'STATION MARK, STAMPED NEGRO 1975, IS A STANDARD DISK CEMENTED IN
 LX4853'A DRILL HOLE IN BEDROCK AND IS ABOUT 12 INCHES BELOW THE GROUND
 LX4853'SURFACE.  (THERE IS NO UNDERGROUND MARK.) IT IS 151 FEET SOUTHEAST
 LX4853'OF CENTER OF THE GRAVELED ROAD, 42 FEET SOUTH OF THE INSIDE NORTH
 LX4853'CORNER OF THE FOUNDATION, 39.5 FEET EAST OF THE INSIDE WEST
 LX4853'CORNER, 32.5 FEET WEST OF THE INSIDE EAST CORNER AND 31.5 FEET
 LX4853'NORTH OF THE INSIDE SOUTH CORNER OF THE FOUNDATION.
 LX4853'
 LX4853'REFERENCE MARK 1, STAMPED NEGRO NO 1 1975, IS A STANDARD DISK
 LX4853'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH IS ABOUT
 LX4853'3 BY 8 FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND
 LX4853'SURFACE.  IT IS 89 FEET EAST OF THE OUTSIDE EAST CORNER OF THE
 LX4853'FOUNDATION AND 5 FEET SOUTH OF A METAL WITNESS POST.
 LX4853'
 LX4853'REFERENCE MARK 2, STAMPED NEGRO NO 2 1975, IS A STANDARD DISK
 LX4853'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 4 BY 5 FEET
 LX4853'IN SIZE AND PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND
 LX4853'SURFACE.  IT IS 24 FEET SOUTH OF CENTER OF THE INTERSECTION OF THE
 LX4853'GRAVELED ROAD AND TRACK ROAD, 19 FEET SOUTHEAST OF CENTER OF THE
 LX4853'GRAVELED ROAD AND 16.5 FEET SOUTHWEST OF CENTER OF THE TRACK
 LX4853'ROAD.
 LX4853'
 LX4853'REFERENCE MARK 3, STAMPED NEGRO NO 3 1975, IS A STANDARD DISK
 LX4853'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 BY 2-1/2
 LX4853'FEET IN SIZE AND PROJECTS ABOUT 6 INCHES ON THE NORTH SIDE AND
 LX4853'12 INCHES ON THE SOUTH SIDE ABOVE THE GROUND SURFACE.  IT IS 66
 LX4853'FEET WEST OF THE INTERSECTION OF THE GRAVELED ROAD AND TRACK
 LX4853'ROAD, 14.5 FEET NORTHWEST OF CENTER OF THE GRAVELED ROAD AND 4.5
 LX4853'FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4853'
 LX4853'HEIGHT OF LIGHT ABOVE STATION MARK 31.1 METERS.
 LX4853
 LX4853                          STATION RECOVERY (1977)
 LX4853
 LX4853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (HDM)
 LX4853'THIS STATION WAS VISITED ONLY BY A LIGHTKEEPER AND MIRROR
 LX4853'TENDER.  THE STATION MARK. REFERENCE MARKS 1, 2, AND 3 WERE
 LX4853'FOUND IN GOOD CONDITION.  NO DISTANCES OR DIRECTIONS WAS TAKEN
 LX4853'AT THIS TIME.  THE 1975 DESCRIPTION OF THE STATION IS ADEQUATE
 LX4853'TO RECOVER THIS STATION.
 LX4853'
 LX4853'HEIGHT OF LIGHT ABOVE THE MARK WAS 30.0 METERS.
 LX4853'
 LX4853'DESCRIBED BY D.J. NOVAK
 LX4853
 LX4853                          STATION RECOVERY (1978)
 LX4853
 LX4853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4853'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX4853'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS FOUND
 LX4853'DESTROYED, THE BOULDER WAS FOUND BUT
 LX4853'THE DISK HAD BEEN REMOVED.  IT WAS NOT RESET
 LX4853'BECAUSE AN AZIMUTH MARK WAS SET NEAR THE STATION SITE AT
 LX4853'THIS TIME.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1
 LX4853'AND 2 CHECKED FAVORABLY TO THE 1975 DATA.  FOLLOWING IS A NEW
 LX4853'DESCRIPTION.
 LX4853'
 LX4853'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF ANDOVER,
 LX4853'1-1/4 MILES NORTHWEST OF COLUMBIA, 1/2 MILE SOUTH OF THE HOP
 LX4853'RIVER, 1/4 MILE NORTHEAST OF STATE HIGHWAY 87 AND IS ON
 LX4853'PROPERTY OWNED BY RICE AND ASSOCIATES, WILI RADIO STATION,
 LX4853'POST OFFICE BOX 406, WILLIMANTIC CONNECTICUT 06226.
 LX4853'
 LX4853'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 LX4853'87 IN COLUMBIA.  GO NORTHERLY ON HIGHWAY 87 FOR 1.0 MILE TO
 LX4853'THE JUNCTION OF LAUREL LANE ON THE RIGHT.  TURN RIGHT AND GO
 LX4853'NORTHEAST ON LAUREL LANE FOR 0.1 MILE TO THE END OF THE
 LX4853'PAVEMENT.  CONTINUE NORTHEAST ON A NARROW GRAVEL ROAD FOR 0.2
 LX4853'MILE TO THE SUMMIT OF A HILL, A TRACK ROAD RIGHT, AN OLD STONE
 LX4853'FOUNDATION ON THE RIGHT AND THE STATION IN THE CENTER OF THE
 LX4853'FOUNDATION.
 LX4853'
 LX4853'THE STATION MARK, STAMPED---NEGRO 1975---, IS A STANDARD DISK
 LX4853'CEMENTED IN A DRILL HOLE IN BEDROCK AND IS ABOUT 12 INCHES
 LX4853'BELOW THE GROUND SURFACE.  IT IS 151 FEET SOUTHEAST OF THE
 LX4853'CENTER OF THE GRAVEL ROAD, 42 FEET SOUTH OF THE INSIDE NORTH
 LX4853'CORNER OF THE FOUNDATION, 39.5 FEET EAST OF THE INSIDE WEST
 LX4853'CORNER, 32.5 FEET WEST OF THE INSIDE EAST CORNER AND 31.5 FEET
 LX4853'NORTH OF THE INSIDE SOUTH CORNER OF THE FOUNDATION.
 LX4853'
 LX4853'REFERENCE MARK 1, STAMPED---NEGRO NO 1 1975---, IS A STANDARD
 LX4853'DISK CEMENTED IN A DRILL HOLE I A 3 FOOT BY 8 FOOT
 LX4853'OUTCROP THAT PROJECTS ABOUT 1 FOOT
 LX4853'ABOVE THE GROUND SURFACE.  IT IS 89 FEET EAST OF THE OUTSIDE
 LX4853'EAST CORNER OF THE FOUNDATION AND 5.0 FEET SOUTH OF A METAL
 LX4853'WITNESS POST.
 LX4853'
 LX4853'REFERENCE MARK 1, STAMPED---NEGRO NO 2 1975---, IS A STANDARD
 LX4853'DISK CEMENTED IN A DRILL HOLE IN A
 LX4853'4 FOOT BY 5 FOOT BOULDER THAT
 LX4853'PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND SURFACE.  IT IS
 LX4853'24 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE GRAVEL ROAD
 LX4853'AND THE TRACK ROAD, 19 FEET SOUTHEAST OF THE CENTER OF THE
 LX4853'GRAVEL ROAD, 16.5 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 LX4853'ROAD AND 3.5 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 LX4853'
 LX4853'THE AZIMUTH MARK, STAMPED---NEGRO 1975 1978---, IS A STANDARD
 LX4853'DISK CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 2-1/2 FOOT
 LX4853'OUTCROP THAT PROJECTS ABOUT 8 INCHES ABOVE
 LX4853'THE GROUND SURFACE.  IT IS 46 FEET EAST OF A 20-INCH OAK TREE,
 LX4853'40 FEET NORTHEAST OF A STONE FENCE AND 2.0 FEET SOUTHEAST OF
 LX4853'A METAL WITNESS POST.  THE AZIMUTH MARK IS 397 FEET NORTH OF
 LX4853'THE STATION AND WAS MEASURED WITH ELECTRONIC
 LX4853'DISTANCE EQUIPMENT.
 LX4853'
 LX4853'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 31.2 METERS.
 LX4853'
 LX4853'DESCRIBED BY LLOYD D. ACRES.
 LX4853
 LX4853                          STATION RECOVERY (1986)
 LX4853
 LX4853'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1986 (WB)
 LX4853'STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED
 LX4853'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND
 LX4853'AND PRESUMED DESTROYED BECAUSE OF EXCAVATION IN THE AREA.  THE
 LX4853'DISTANCE TO NEGRO AZ MK DIFFERED BY 0.010 METERS.  THE DISTANCE
 LX4853'TO NEGRO RM 1 DIFFERED BY 0.04 FEET AND THE DIRECTION FROM
 LX4853'NEGRO AZ MK TO NEGRO RM 1 DIFFERED BY 17.95 SECONDS.  NEGRO RM 3
 LX4853'WAS ADDED AT HIS TIME BECAUSE IT IS ANTICIPATED THAT NEGRO AZ MK
 LX4853'WILL BE DESTROYED DUE TO HOUSE CONSTRUCTION.  IT IS ALSO A
 LX4853'POSSIBILITY THAT THE STATION MARK COULD BE DESTROYED AT SOME TIME
 LX4853'IN THE FUTURE BECAUSE OF NEW HOUSING.  HOWEVER AT THIS TIME THE
 LX4853'PRESENT OWNER HAS NO IMMEDIATE PLANS TO BUILD.  CTGS CONTACTED
 LX4853'THE LANDOWNER BY LETTER AND HE WAS MADE AWARE OF THE STATION MARK
 LX4853'AND RM 1.  AN APPEAL WAS MADE TO HIM FOR NOTIFICATION TO CTGS FOR
 LX4853'AND FUTURE CONSTRUCION PLANS.
 LX4853'
 LX4853'OWNERSHIP: WALDON T. SUNDSTROM, 1100 PINELLAS BAYWAY, TERRE VERDE,
 LX4853'FLORIDA  33715.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4863 ***********************************************************************
 LX4863  DESIGNATION -  NEGRO AZ MK
 LX4863  PID         -  LX4863
 LX4863  STATE/COUNTY-  CT/TOLLAND
 LX4863  USGS QUAD   -  COLUMBIA (1984)
 LX4863
 LX4863                         *CURRENT SURVEY CONTROL
 LX4863  ___________________________________________________________________
 LX4863* NAD 83(1996)-  41 42 54.52758(N)    072 18 48.42493(W)     ADJUSTED  
 LX4863* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 LX4863  ___________________________________________________________________
 LX4863  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 LX4863  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX4863
 LX4863  HORZ ORDER  -  SECOND
 LX4863
 LX4863.The horizontal coordinates were established by classical geodetic methods
 LX4863.and adjusted by the National Geodetic Survey in August 1998..
 LX4863
 LX4863.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4863
 LX4863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4863
 LX4863.The geoid height was determined by GEOID03.
 LX4863
 LX4863;                    North         East     Units Scale Factor Converg.
 LX4863;SPC CT       -   250,425.861   341,129.267   MT  0.99998814   +0 17 22.0
 LX4863;SPC CT       -   821,605.51  1,119,188.27   sFT  0.99998814   +0 17 22.0
 LX4863;UTM  18      - 4,621,638.052   723,492.609   MT  1.00021470   +1 47 18.4
 LX4863
 LX4863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4863!SPC CT       -   0.99997624  x   0.99998814  =   0.99996438
 LX4863!UTM  18      -   0.99997624  x   1.00021470  =   1.00019094
 LX4863
 LX4863                          SUPERSEDED SURVEY CONTROL
 LX4863
 LX4863  NAD 83(1996)-  41 42 54.52713(N)    072 18 48.42473(W) AD(       ) 2
 LX4863  NAD 83(1992)-  41 42 54.52719(N)    072 18 48.42470(W) AD(       ) 2
 LX4863  NAD 83(1992)-  41 42 54.52810(N)    072 18 48.42606(W) AD(       ) 2
 LX4863  NAD 83(1986)-  41 42 54.52865(N)    072 18 48.42606(W) AD(       ) 2
 LX4863  NAD 27      -  41 42 54.17076(N)    072 18 50.13358(W) AD(       ) 2
 LX4863  NGVD 29 (06/05/90)  181.5    (m)          595.     (f) VERT ANG       
 LX4863
 LX4863.Superseded values are not recommended for survey control.
 LX4863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4863.See file dsdata.txt to determine how the superseded data were derived.
 LX4863
 LX4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2349321638(NAD 83)
 LX4863_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4863_SETTING: 66 = SET IN ROCK OUTCROP
 LX4863_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4863+STABILITY: POSITION/ELEVATION WELL
 LX4863
 LX4863  HISTORY     - Date     Condition        Report By
 LX4863  HISTORY     - 1978     MONUMENTED       NGS
 LX4863
 LX4863                          STATION DESCRIPTION
 LX4863
 LX4863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4863'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF ANDOVER,
 LX4863'1-1/4 MILES NORTHWEST OF COLUMBIA, 1/2 MILE SOUTH OF THE HOP
 LX4863'RIVER, 1/4 MILE NORTHEAST OF STATE HIGHWAY 87 AND IS ON
 LX4863'PROPERTY OWNED BY RICE AND ASSOCIATES, WILI RADIO STATION,
 LX4863'POST OFFICE BOX 406, WILLIMANTIC CONNECTICUT 06226.
 LX4863'
 LX4863'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX4863'NEGRO 1975, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX4863'
 LX4863'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 LX4863'87 IN COLUMBIA.  GO NORTHERLY ON HIGHWAY 87 FOR 1.0 MILE TO
 LX4863'THE JUNCTION OF LAUREL LANE ON THE RIGHT.  TURN RIGHT AND GO
 LX4863'NORTHEAST ON LAUREL LANE FOR 0.1 MILE TO THE END OF THE
 LX4863'PAVEMENT.  CONTINUE NORTHEAST ON A NARROW GRAVEL ROAD FOR 0.2
 LX4863'MILE TO THE SUMMIT OF A HILL, A TRACK ROAD RIGHT, AND A
 LX4863'CLEARED PATH ON THE LEFT, AND THE END OF TRUCK TRAVEL.
 LX4863'PACK NORTHERLY ON THE PATH FOR ABOUT 250 FEET TO THE
 LX4863'STATION.
 LX4863'
 LX4863'THE STATION MARK,
 LX4863'STAMPED---NEGRO 1975 1978---, IS A STANDARD AZIMUTH MARK
 LX4863'DISK CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 2-1/2 FOOT
 LX4863'OUTCROP THAT PROJECTS ABOUT 8 INCHES ABOVE
 LX4863'THE GROUND SURFACE.  IT IS 46 FEET EAST OF A 20-INCH OAK TREE,
 LX4863'40 FEET NORTHEAST OF A STONE FENCE AND 2.0 FEET SOUTHEAST OF
 LX4863'A METAL WITNESS POST.
 LX4863'
 LX4863'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 LX4863'
 LX4863'DESCRIBED BY LLOYD D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8311 ***********************************************************************
 AA8311  DESIGNATION -  NEGRO RM 3
 AA8311  PID         -  AA8311
 AA8311  STATE/COUNTY-  CT/TOLLAND
 AA8311  USGS QUAD   -  COLUMBIA (1984)
 AA8311
 AA8311                         *CURRENT SURVEY CONTROL
 AA8311  ___________________________________________________________________
 AA8311* NAD 83(1996)-  41 42 50.46660(N)    072 18 39.97703(W)     ADJUSTED  
 AA8311* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 AA8311  ___________________________________________________________________
 AA8311  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 AA8311  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AA8311
 AA8311  HORZ ORDER  -  THIRD
 AA8311
 AA8311.The horizontal coordinates were established by classical geodetic methods
 AA8311.and adjusted by the National Geodetic Survey in August 1998..
 AA8311.No horizontal observational check was made to the station.
 AA8311
 AA8311.The orthometric height was scaled from a topographic map.
 AA8311
 AA8311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8311
 AA8311.The geoid height was determined by GEOID03.
 AA8311
 AA8311;                    North         East     Units Scale Factor Converg.
 AA8311;SPC CT       -   250,301.564   341,325.184   MT  0.99998808   +0 17 27.6
 AA8311;SPC CT       -   821,197.71  1,119,831.04   sFT  0.99998808   +0 17 27.6
 AA8311;UTM  18      - 4,621,518.895   723,691.756   MT  1.00021580   +1 47 23.9
 AA8311
 AA8311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8311!SPC CT       -   0.99997645  x   0.99998808  =   0.99996453
 AA8311!UTM  18      -   0.99997645  x   1.00021580  =   1.00019225
 AA8311
 AA8311                          SUPERSEDED SURVEY CONTROL
 AA8311
 AA8311  NAD 83(1996)-  41 42 50.46614(N)    072 18 39.97682(W) AD(       ) 3
 AA8311  NAD 83(1992)-  41 42 50.46630(N)    072 18 39.97704(W) AD(       ) 3
 AA8311  NAD 83(1992)-  41 42 50.46720(N)    072 18 39.97841(W) AD(       ) 3
 AA8311  NAD 83(1986)-  41 42 50.46767(N)    072 18 39.97825(W) AD(       ) 3
 AA8311
 AA8311.Superseded values are not recommended for survey control.
 AA8311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8311.See file dsdata.txt to determine how the superseded data were derived.
 AA8311
 AA8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2369221519(NAD 83)
 AA8311_MARKER: DR = REFERENCE MARK DISK
 AA8311_SETTING: 66 = SET IN ROCK OUTCROP
 AA8311_SP_SET: DRILL HOLE IN ROCK OUTCROP
 AA8311_STAMPING: NEGRO NO 3 1975 1986
 AA8311_MARK LOGO: NGS   
 AA8311_PROJECTION: FLUSH
 AA8311
 AA8311  HISTORY     - Date     Condition        Report By
 AA8311  HISTORY     - 1986     MONUMENTED       CTGS
 AA8311
 AA8311                          STATION DESCRIPTION
 AA8311
 AA8311'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1986 (WB)
 AA8311'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED, NEGRO RM 3 1975
 AA8311'1986, SET INTO A DRILL HOLE IN A 40 FOOT BY 14 FOOT ROCK
 AA8311'OUTCROP THAT PROTRUDES 2 1/2 FEET ABOVE THE GROUND SURFACE.
 AA8311'LOCATED 521 FEET SOUTHEAST OF THE CENTERLINE OF LAUREL LANE,
 AA8311'13.9 FEET EAST OF A 23 CM TWIN OAK TREE AND 7.8 FEET WEST OF A
 AA8311'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7129 ***********************************************************************
 LX7129  DESIGNATION -  NEW BRITAIN ST MATHEWS CH
 LX7129  PID         -  LX7129
 LX7129  STATE/COUNTY-  CT/HARTFORD
 LX7129  USGS QUAD   -  NEW BRITAIN (1992)
 LX7129
 LX7129                         *CURRENT SURVEY CONTROL
 LX7129  ___________________________________________________________________
 LX7129* NAD 83(1996)-  41 39 41.79251(N)    072 46 46.24002(W)     ADJUSTED  
 LX7129* NAVD 88     -                                                        
 LX7129  ___________________________________________________________________
 LX7129  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LX7129  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX7129
 LX7129  HORZ ORDER  -  THIRD
 LX7129
 LX7129.The horizontal coordinates were established by classical geodetic methods
 LX7129.and adjusted by the National Geodetic Survey in August 1998..
 LX7129
 LX7129
 LX7129.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7129
 LX7129.The geoid height was determined by GEOID03.
 LX7129
 LX7129;                    North         East     Units Scale Factor Converg.
 LX7129;SPC CT       -   244,388.329   302,342.715   MT  0.99998563   -0 01 10.4
 LX7129;SPC CT       -   801,797.38    991,936.06   sFT  0.99998563   -0 01 10.4
 LX7129;UTM  18      - 4,614,588.101   684,872.143   MT  1.00002060   +1 28 35.2
 LX7129
 LX7129                          SUPERSEDED SURVEY CONTROL
 LX7129
 LX7129  NAD 83(1996)-  41 39 41.79137(N)    072 46 46.23917(W) AD(       ) 4
 LX7129  NAD 83(1992)-  41 39 41.78995(N)    072 46 46.23711(W) AD(       ) 4
 LX7129  NAD 83(1992)-  41 39 41.79610(N)    072 46 46.24514(W) AD(       ) 4
 LX7129  NAD 83(1986)-  41 39 41.79397(N)    072 46 46.24198(W) AD(       ) 4
 LX7129  NAD 27      -  41 39 41.42956(N)    072 46 47.89170(W) AD(       ) 3
 LX7129
 LX7129.Superseded values are not recommended for survey control.
 LX7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7129.See file dsdata.txt to determine how the superseded data were derived.
 LX7129
 LX7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8487214588(NAD 83)
 LX7129_MARKER: Z = SEE DESCRIPTION
 LX7129_SETTING: 0 = UNSPECIFIED SETTING
 LX7129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7129+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 LX7129
 LX7129  HISTORY     - Date     Condition        Report By
 LX7129  HISTORY     - 1978     MONUMENTED       NGS
 LX7129  HISTORY     - 20011006 GOOD             USPSQD
 LX7129
 LX7129                          STATION DESCRIPTION
 LX7129
 LX7129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7129'THE STATION IS THE BASE OF THE CROSS ATOP THE NEW BRITIAN
 LX7129'SAINT MATHEWS CHURCH SPIRE AND IS OWNED BY THE CATHOLIC
 LX7129'CHURCH.  IT IS A GOLD CROSS ATOP A BLACK SPIRE THAT IS
 LX7129'ATTACHED TO A RED BRICK BELFRY AND IS APPROXIMATELY
 LX7129'80 FEET IN HEIGHT.
 LX7129'
 LX7129'IT IS LOCATED AT THE CORNER OF SOUTH MAIN STREET AND WHITING
 LX7129'STREET IN NEW BRITIAN.
 LX7129'
 LX7129'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
 LX7129
 LX7129                          STATION RECOVERY (2001)
 LX7129
 LX7129'RECOVERY NOTE BY US POWER SQUADRON 2001 (TPK)
 LX7129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7130 ***********************************************************************
 LX7130  DESIGNATION -  NEW BRITAIN WW 1 MEMORIAL
 LX7130  PID         -  LX7130
 LX7130  STATE/COUNTY-  CT/HARTFORD
 LX7130  USGS QUAD   -  NEW BRITAIN (1992)
 LX7130
 LX7130                         *CURRENT SURVEY CONTROL
 LX7130  ___________________________________________________________________
 LX7130* NAD 83(1996)-  41 39 52.81989(N)    072 47 12.94779(W)     ADJUSTED  
 LX7130* NAVD 88     -                                                        
 LX7130  ___________________________________________________________________
 LX7130  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LX7130  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX7130
 LX7130  HORZ ORDER  -  THIRD
 LX7130
 LX7130.The horizontal coordinates were established by classical geodetic methods
 LX7130.and adjusted by the National Geodetic Survey in August 1998..
 LX7130
 LX7130
 LX7130.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7130
 LX7130.The geoid height was determined by GEOID03.
 LX7130
 LX7130;                    North         East     Units Scale Factor Converg.
 LX7130;SPC CT       -   244,728.777   301,724.969   MT  0.99998575   -0 01 28.2
 LX7130;SPC CT       -   802,914.33    989,909.34   sFT  0.99998575   -0 01 28.2
 LX7130;UTM  18      - 4,614,912.316   684,245.698   MT  1.00001776   +1 28 17.7
 LX7130
 LX7130                          SUPERSEDED SURVEY CONTROL
 LX7130
 LX7130  NAD 83(1996)-  41 39 52.81942(N)    072 47 12.94795(W) AD(       ) 4
 LX7130  NAD 83(1992)-  41 39 52.81947(N)    072 47 12.94808(W) AD(       ) 4
 LX7130  NAD 83(1992)-  41 39 52.82120(N)    072 47 12.94951(W) AD(       ) 4
 LX7130  NAD 83(1986)-  41 39 52.82121(N)    072 47 12.94950(W) AD(       ) 4
 LX7130  NAD 27      -  41 39 52.45701(N)    072 47 14.59784(W) AD(       ) 3
 LX7130
 LX7130.Superseded values are not recommended for survey control.
 LX7130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7130.See file dsdata.txt to determine how the superseded data were derived.
 LX7130
 LX7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8424614912(NAD 83)
 LX7130_MARKER: Z = SEE DESCRIPTION
 LX7130_SETTING: 0 = UNSPECIFIED SETTING
 LX7130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7130+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 LX7130
 LX7130  HISTORY     - Date     Condition        Report By
 LX7130  HISTORY     - 1978     MONUMENTED       NGS
 LX7130  HISTORY     - 20011006 GOOD             USPSQD
 LX7130
 LX7130                          STATION DESCRIPTION
 LX7130
 LX7130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7130'THE STATION IS THE TOP CENTER OF THE STATUE OF THE NEW BRITIAN
 LX7130'WORLD WAR 1 MEMORIAL.  IT IS THE STATUE OF AN EAGLE, GRAY IN
 LX7130'COLOR, ATOP A GRAY CONCRETE MONUMENT AND IS APPROXIMATELY 70
 LX7130'FEET IN HEIGHT.
 LX7130'
 LX7130'IT IS LOCATED IN NEW BRITIAN, ON A HILL LOCALLY KNOWN AS
 LX7130'WALNUT HILL PARK AND ON PROPERTY OWNED BY THE
 LX7130'CITY OF NEW BRITAIN.
 LX7130'
 LX7130'TO REACH FROM THE POST OFFICE IN NEW BRITIAN, GO WEST ON WEST
 LX7130'MAIN STREET FOR 0.15 MILE TO A FORK.  TURN LEFT AND GO
 LX7130'ON CEDAR STREET FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND
 LX7130'SOUTHERLY FOR 0.15 TO A FORK.  TAKE THE LEFT FORK AND GO
 LX7130'NORTHEAST AND NORTH FOR 0.15 MILE TO A TURN AROUND AREA AND
 LX7130'THE STATION ABOUT 100 YARDS NORTH OF THE TURN AROUND AREA.
 LX7130'
 LX7130'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
 LX7130
 LX7130                          STATION RECOVERY (2001)
 LX7130
 LX7130'RECOVERY NOTE BY US POWER SQUADRON 2001 (TPK)
 LX7130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6511 ***********************************************************************
 LX6511  DESIGNATION -  NEW HAVEN DAIRY TANK
 LX6511  PID         -  LX6511
 LX6511  STATE/COUNTY-  CT/NEW HAVEN
 LX6511  USGS QUAD   -  NEW HAVEN (1984)
 LX6511
 LX6511                         *CURRENT SURVEY CONTROL
 LX6511  ___________________________________________________________________
 LX6511* NAD 83(1996)-  41 19 48.44654(N)    072 56 02.07419(W)     ADJUSTED  
 LX6511* NAVD 88     -                                                        
 LX6511  ___________________________________________________________________
 LX6511  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 LX6511  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX6511
 LX6511  HORZ ORDER  -  THIRD
 LX6511
 LX6511.The horizontal coordinates were established by classical geodetic methods
 LX6511.and adjusted by the National Geodetic Survey in August 1998..
 LX6511
 LX6511
 LX6511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6511
 LX6511.The geoid height was determined by GEOID03.
 LX6511
 LX6511;                    North         East     Units Scale Factor Converg.
 LX6511;SPC CT       -   207,588.969   289,404.985   MT  0.99998942   -0 07 19.0
 LX6511;SPC CT       -   681,064.81    949,489.52   sFT  0.99998942   -0 07 19.0
 LX6511;SPC NY L     -   129,745.684   389,247.165   MT  1.00002995   +0 41 50.3
 LX6511;SPC NY L     -   425,673.96  1,277,055.07   sFT  1.00002995   +0 41 50.3
 LX6511;UTM  18      - 4,577,464.166   672,896.366   MT  0.99996790   +1 21 53.2
 LX6511
 LX6511                          SUPERSEDED SURVEY CONTROL
 LX6511
 LX6511  NAD 83(1992)-  41 19 48.44560(N)    072 56 02.07404(W) AD(       ) 4
 LX6511  NAD 83(1986)-  41 19 48.44832(N)    072 56 02.07851(W) AD(       ) 4
 LX6511  NAD 27      -  41 19 48.10600(N)    072 56 03.71400(W) AD(       ) 3
 LX6511
 LX6511.Superseded values are not recommended for survey control.
 LX6511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6511.See file dsdata.txt to determine how the superseded data were derived.
 LX6511
 LX6511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7289677464(NAD 83)
 LX6511_MARKER: 51 = TANK
 LX6511
 LX6511  HISTORY     - Date     Condition        Report By
 LX6511  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6511  HISTORY     - 1984     GOOD             USPSQD
 LX6511  HISTORY     - 1988     POOR             USPSQD
 LX6511
 LX6511                          STATION DESCRIPTION
 LX6511
 LX6511'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6511'THIS IS THE WATER TANK ON THE NEW HAVEN DAIRY COMPANY PLANT
 LX6511'LOCATED NEAR IVY STREET, E OF DIXWELL AVENUE.
 LX6511'
 LX6511'THE TANK IS STEEL AND IS SUPPORTED ON A STEEL STRUCTURE.  BOTH
 LX6511'TANK AND SUPPORT ARE PAINTED WITH ALUMINUM PAINT.
 LX6511'
 LX6511'THE TANK IS 16 METERS S OF THE CENTER LINE OF IVY STREET AND
 LX6511'43.2 METERS W OF THE CENTER LINE OF THE SINGLE TRACK LINE OF
 LX6511'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.
 LX6511'
 LX6511'CENTER IS THE CENTER LINE OF THE FINIAL AT APEX OF STEEL ROOF OF
 LX6511'TANK.  THE TANK IS 90 FEET HIGH.
 LX6511
 LX6511                          STATION RECOVERY (1984)
 LX6511
 LX6511'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6511'TANK REMAINS AND IS IN FAIR CONDITION BUT IS NOT IN USE AT THIS
 LX6511'TIME.  REDEVELOPMENT IS IN PROGRESS AND THE TANK MAY BE TAKEN
 LX6511'DOWN.
 LX6511
 LX6511                          STATION RECOVERY (1988)
 LX6511
 LX6511'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLZ)
 LX6511'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7603 ***********************************************************************
 LX7603  DESIGNATION -  NEW HAVEN EAST ROCK MICROWAVE
 LX7603  PID         -  LX7603
 LX7603  STATE/COUNTY-  CT/NEW HAVEN
 LX7603  USGS QUAD   -  NEW HAVEN (1984)
 LX7603
 LX7603                         *CURRENT SURVEY CONTROL
 LX7603  ___________________________________________________________________
 LX7603* NAD 83(1996)-  41 19 42.32243(N)    072 54 23.17503(W)     ADJUSTED  
 LX7603* NAVD 88     -                                                        
 LX7603  ___________________________________________________________________
 LX7603  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 LX7603  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX7603
 LX7603  HORZ ORDER  -  THIRD
 LX7603
 LX7603.The horizontal coordinates were established by classical geodetic methods
 LX7603.and adjusted by the National Geodetic Survey in August 1998..
 LX7603
 LX7603
 LX7603.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7603
 LX7603.The geoid height was determined by GEOID03.
 LX7603
 LX7603;                    North         East     Units Scale Factor Converg.
 LX7603;SPC CT       -   207,395.513   291,704.405   MT  0.99998952   -0 06 13.4
 LX7603;SPC CT       -   680,430.11    957,033.54   sFT  0.99998952   -0 06 13.4
 LX7603;UTM  18      - 4,577,330.435   675,199.992   MT  0.99997777   +1 22 58.4
 LX7603
 LX7603                          SUPERSEDED SURVEY CONTROL
 LX7603
 LX7603  NAD 83(1992)-  41 19 42.32151(N)    072 54 23.17491(W) AD(       ) 4
 LX7603  NAD 83(1986)-  41 19 42.32369(N)    072 54 23.17812(W) AD(       ) 4
 LX7603  NAD 83(1986)-  41 19 42.32355(N)    072 54 23.17706(W) AD(       ) 4
 LX7603
 LX7603.Superseded values are not recommended for survey control.
 LX7603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7603.See file dsdata.txt to determine how the superseded data were derived.
 LX7603
 LX7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7520077330(NAD 83)
 LX7603_MARKER: 45 = MICROWAVE TOWER
 LX7603
 LX7603  HISTORY     - Date     Condition        Report By
 LX7603  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7603
 LX7603                          STATION DESCRIPTION
 LX7603
 LX7603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7603'THE STATION, NEW HAVEN EAST ROCK MICROWAVE TOWER,
 LX7603'IS THE TOP CENTER OF THE 3 LEGGED, UNPAINTED,
 LX7603'24 METERS (80 FT) TALL TOWER, WHICH HAS THREE ROUND
 LX7603'SCREENS AND A POLE ON TOP.
 LX7603'
 LX7603'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHEAST
 LX7603'OF NEW HAVEN, 0.2 KM (0.1 MI) NORTHWEST OF THE SOLDIERS
 LX7603'AND SAILORS MONUMENT, 35 METERS (115 FT) SOUTHEAST OF
 LX7603'TRIANGULATION STATION EAST ROCK 2 1870, IN EAST ROCK PARK.
 LX7603'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510.
 LX7603'
 LX7603'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6532 ***********************************************************************
 LX6532  DESIGNATION -  NEW HAVEN FIRST CONG CH SPIRE
 LX6532  PID         -  LX6532
 LX6532  STATE/COUNTY-  CT/NEW HAVEN
 LX6532  USGS QUAD   -  NEW HAVEN (1984)
 LX6532
 LX6532                         *CURRENT SURVEY CONTROL
 LX6532  ___________________________________________________________________
 LX6532* NAD 83(1996)-  41 18 34.38436(N)    072 53 36.19046(W)     ADJUSTED  
 LX6532* NAVD 88     -                                                        
 LX6532  ___________________________________________________________________
 LX6532  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX6532  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6532
 LX6532  HORZ ORDER  -  THIRD
 LX6532
 LX6532.The horizontal coordinates were established by classical geodetic methods
 LX6532.and adjusted by the National Geodetic Survey in August 1998..
 LX6532
 LX6532
 LX6532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6532
 LX6532.The geoid height was determined by GEOID03.
 LX6532
 LX6532;                    North         East     Units Scale Factor Converg.
 LX6532;SPC CT       -   205,297.750   292,793.516   MT  0.99999075   -0 05 42.3
 LX6532;SPC CT       -   673,547.70    960,606.73   sFT  0.99999075   -0 05 42.3
 LX6532;SPC NY L     -   127,503.052   392,668.233   MT  1.00002701   +0 43 25.7
 LX6532;SPC NY L     -   418,316.26  1,288,279.03   sFT  1.00002701   +0 43 25.7
 LX6532;UTM  18      - 4,575,261.648   676,343.139   MT  0.99998272   +1 23 27.6
 LX6532
 LX6532                          SUPERSEDED SURVEY CONTROL
 LX6532
 LX6532  NAD 83(1992)-  41 18 34.38344(N)    072 53 36.19031(W) AD(       ) 4
 LX6532  NAD 83(1986)-  41 18 34.38571(N)    072 53 36.19375(W) AD(       ) 4
 LX6532  NAD 27      -  41 18 34.04100(N)    072 53 37.82700(W) AD(       ) 3
 LX6532
 LX6532.Superseded values are not recommended for survey control.
 LX6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6532.See file dsdata.txt to determine how the superseded data were derived.
 LX6532
 LX6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7634375262(NAD 83)
 LX6532_MARKER: 90 = CHURCH SPIRE
 LX6532
 LX6532  HISTORY     - Date     Condition        Report By
 LX6532  HISTORY     - 1931     FIRST OBSERVED   CGS
 LX6532  HISTORY     - 1933     GOOD             CGS
 LX6532  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6532
 LX6532                          STATION DESCRIPTION
 LX6532
 LX6532'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6532'IDENTIFIED AS SHORT SPIRE ON SQUARE CUPOLA.
 LX6532
 LX6532                          STATION RECOVERY (1933)
 LX6532
 LX6532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6532'THIS CHURCH IS LOCATED ON GRAND AVENUE ON THE N SIDE AND DIRECTLY
 LX6532'OPPOSITE THE FAIR HAVEN JUNIOR HIGH SCHOOL.  THE CHURCH AND
 LX6532'SPIRE ARE BUILT OF RED-BRICK.
 LX6532'
 LX6532'THE SPIRE IS ON THE SE CORNER OF THE EDIFICE AND IS SQUARE
 LX6532'IN SECTION FOR MOST OF ITS HEIGHT.  THE STEEPLY SLOPING ROOF IS
 LX6532'COVERED WITH DARK SLATE SURMOUNTED BY A DULL WEATHER VANE.
 LX6532'
 LX6532'THE DISTINCTIVE FEATURE IS FOUR SMALL TOWERS ON CORNERS OF MAIN
 LX6532'SPIRE AT TOP OF SQUARE PART.
 LX6532'
 LX6532'THE SPIRE IS 41.5 METERS N OF THE CENTER LINE OF GRAND AVENUE.
 LX6532'
 LX6532'CENTER IS THE AXIS OF THE WEATHER VANE.
 LX6532
 LX6532                          STATION RECOVERY (1984)
 LX6532
 LX6532'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6532'REMOVED - THE CHURCH AND STEEPLE ARE STILL STANDING BUT THE
 LX6532'STEEPLY SLOPED ROOF OF THE STEEPLE AND THE WEATHER VANE HAVE BEEN
 LX6532'REMOVED.  THE STEEPLE IS NOW TOPPED BY THE FOUR SMALL TURRETS AT
 LX6532'EACH CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6515 ***********************************************************************
 LX6515  DESIGNATION -  NEW HAVEN HOSPITAL CUPOLA
 LX6515  PID         -  LX6515
 LX6515  STATE/COUNTY-  CT/NEW HAVEN
 LX6515  USGS QUAD   -  NEW HAVEN (1984)
 LX6515
 LX6515                         *CURRENT SURVEY CONTROL
 LX6515  ___________________________________________________________________
 LX6515* NAD 83(1996)-  41 18 09.67932(N)    072 56 05.94393(W)     ADJUSTED  
 LX6515* NAVD 88     -                                                        
 LX6515  ___________________________________________________________________
 LX6515  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 LX6515  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6515
 LX6515  HORZ ORDER  -  THIRD
 LX6515
 LX6515.The horizontal coordinates were established by classical geodetic methods
 LX6515.and adjusted by the National Geodetic Survey in August 1998..
 LX6515
 LX6515
 LX6515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6515
 LX6515.The geoid height was determined by GEOID03.
 LX6515
 LX6515;                    North         East     Units Scale Factor Converg.
 LX6515;SPC CT       -   204,542.228   289,308.477   MT  0.99999122   -0 07 21.6
 LX6515;SPC CT       -   671,068.96    949,172.89   sFT  0.99999122   -0 07 21.6
 LX6515;SPC NY L     -   126,697.760   389,194.228   MT  1.00002605   +0 41 47.8
 LX6515;SPC NY L     -   415,674.23  1,276,881.40   sFT  1.00002605   +0 41 47.8
 LX6515;UTM  18      - 4,574,416.016   672,878.920   MT  0.99996783   +1 21 48.0
 LX6515
 LX6515                          SUPERSEDED SURVEY CONTROL
 LX6515
 LX6515  NAD 83(1992)-  41 18 09.67838(N)    072 56 05.94376(W) AD(       ) 4
 LX6515  NAD 83(1986)-  41 18 09.68016(N)    072 56 05.94804(W) AD(       ) 4
 LX6515  NAD 27      -  41 18 09.34000(N)    072 56 07.57900(W) AD(       ) 3
 LX6515
 LX6515.Superseded values are not recommended for survey control.
 LX6515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6515.See file dsdata.txt to determine how the superseded data were derived.
 LX6515
 LX6515_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7287974416(NAD 83)
 LX6515
 LX6515  HISTORY     - Date     Condition        Report By
 LX6515  HISTORY     - 1933     MONUMENTED       CGS
 LX6515  HISTORY     - 1984     GOOD             USPSQD
 LX6515
 LX6515                          STATION DESCRIPTION
 LX6515
 LX6515'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6515'THIS IS THE CUPOLA SURMOUNTING THE ADMINISTRATION BUILDING
 LX6515'OF NEW HAVEN HOSPITAL.  THE CUPOLA IS WHITE, ABOVE A BLACK
 LX6515'ROOF.  STATION IS 83.1 METERS E OF CENTER LINE OF HOWARD AVENUE
 LX6515'AND 98.7 METERS S OF CENTER LINE OF DAVENPORT AVENUE.
 LX6515'
 LX6515'CENTER IS CENTER LINE OF FINIAL ON TOP OF CUPOLA.
 LX6515'
 LX6515'HEIGHT OF CUPOLA IS ABOUT 150 FEET.
 LX6515
 LX6515                          STATION RECOVERY (1984)
 LX6515
 LX6515'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6515'VISIBLE FROM CAP CEDAR AND CONGRESS AVE., NEW BUILDINGS HAVE BEEN
 LX6515'BUILT IN THE AREA BUT CUPOLA APPEARS TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6373 ***********************************************************************
 LX6373  DESIGNATION -  NEW HAVEN LIGHT
 LX6373  PID         -  LX6373
 LX6373  STATE/COUNTY-  CT/NEW HAVEN
 LX6373  USGS QUAD   -  WOODMONT (1976)
 LX6373
 LX6373                         *CURRENT SURVEY CONTROL
 LX6373  ___________________________________________________________________
 LX6373* NAD 83(1996)-  41 13 15.77626(N)    072 56 31.79329(W)     ADJUSTED  
 LX6373* NAVD 88     -                                                        
 LX6373  ___________________________________________________________________
 LX6373  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 LX6373  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6373
 LX6373  HORZ ORDER  -  THIRD
 LX6373
 LX6373.The horizontal coordinates were established by classical geodetic methods
 LX6373.and adjusted by the National Geodetic Survey in August 1998..
 LX6373
 LX6373
 LX6373.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6373
 LX6373.The geoid height was determined by GEOID03.
 LX6373
 LX6373;                    North         East     Units Scale Factor Converg.
 LX6373;SPC CT       -   195,476.788   288,686.971   MT  0.99999794   -0 07 38.7
 LX6373;SPC CT       -   641,326.76    947,133.84   sFT  0.99999794   -0 07 38.7
 LX6373;UTM  18      - 4,565,337.763   672,492.547   MT  0.99996619   +1 21 23.0
 LX6373
 LX6373                          SUPERSEDED SURVEY CONTROL
 LX6373
 LX6373  NAD 83(1992)-  41 13 15.77536(N)    072 56 31.79297(W) AD(       ) 4
 LX6373  NAD 83(1986)-  41 13 15.78252(N)    072 56 31.79323(W) AD(       ) 4
 LX6373  NAD 27      -  41 13 15.43000(N)    072 56 33.42200(W) AD(       ) 3
 LX6373
 LX6373.Superseded values are not recommended for survey control.
 LX6373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6373.See file dsdata.txt to determine how the superseded data were derived.
 LX6373
 LX6373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7249365338(NAD 83)
 LX6373_MARKER: 14 = NAVIGATION LIGHT
 LX6373_SETTING: 0 = UNSPECIFIED SETTING
 LX6373
 LX6373  HISTORY     - Date     Condition        Report By
 LX6373  HISTORY     - UNK      FIRST OBSERVED
 LX6373  HISTORY     - 1982     GOOD             NGS
 LX6373  HISTORY     - 19910604 GOOD             USPSQD
 LX6373
 LX6373                          STATION DESCRIPTION
 LX6373
 LX6373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6373'THE STATION, NEW HAVEN LIGHT WAS RECOVERED IN GOOD CONDITION.
 LX6373'NO PREVIOUS DESCRIPTION DATA AVAILABLE AT THIS TIME.
 LX6373'
 LX6373'THE STATION, NEW HAVEN LIGHT, IS THE FLASHING WHITE LIGHT, ON
 LX6373'THE 13 METERS (44 FT) HIGH, SKELETON STEEL TOWER.
 LX6373'THE LIGHT FLASHES AT 4 SECOND INTERVALS.
 LX6373'
 LX6373'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTHEAST OF THE
 LX6373'WEST BREAKWATER, 0.8 KM (0.5 MI) SOUTHWEST OF THE SOUTHWEST
 LX6373'END OF LUDDINGTON ROCK BREAKWATER IN NEW HAVEN HARBOR.
 LX6373'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510.
 LX6373'
 LX6373'DESCRIBED BY G.R. HEID.
 LX6373
 LX6373                          STATION RECOVERY (1991)
 LX6373
 LX6373'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAW)
 LX6373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6368 ***********************************************************************
 LX6368  DESIGNATION -  NEW HAVEN LIGHTHOUSE OLD TOWER
 LX6368  PID         -  LX6368
 LX6368  STATE/COUNTY-  CT/NEW HAVEN
 LX6368  USGS QUAD   -  WOODMONT (1976)
 LX6368
 LX6368                         *CURRENT SURVEY CONTROL
 LX6368  ___________________________________________________________________
 LX6368* NAD 83(1996)-  41 14 56.27482(N)    072 54 13.60235(W)     ADJUSTED  
 LX6368* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6368  ___________________________________________________________________
 LX6368  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LX6368  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6368
 LX6368  HORZ ORDER  -  SECOND
 LX6368
 LX6368.The horizontal coordinates were established by classical geodetic methods
 LX6368.and adjusted by the National Geodetic Survey in August 1998..
 LX6368
 LX6368.The orthometric height was scaled from a topographic map.
 LX6368
 LX6368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6368
 LX6368.The geoid height was determined by GEOID03.
 LX6368
 LX6368;                    North         East     Units Scale Factor Converg.
 LX6368;SPC CT       -   198,570.667   291,911.306   MT  0.99999542   -0 06 07.1
 LX6368;SPC CT       -   651,477.26    957,712.34   sFT  0.99999542   -0 06 07.1
 LX6368;UTM  18      - 4,568,514.038   675,635.595   MT  0.99997966   +1 22 56.9
 LX6368
 LX6368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6368!SPC CT       -   1.00000428  x   0.99999542  =   0.99999970
 LX6368!UTM  18      -   1.00000428  x   0.99997966  =   0.99998394
 LX6368
 LX6368:                Primary Azimuth Mark                     Grid Az
 LX6368:SPC CT       -  FALKNER IS LIGHTHOUSE                    101 06 18.7
 LX6368:UTM  18      -  FALKNER IS LIGHTHOUSE                    099 37 14.7
 LX6368
 LX6368|---------------------------------------------------------------------|
 LX6368| PID    Reference Object                     Distance      Geod. Az  |
 LX6368|                                                           dddmmss.s |
 LX6368| LX6351 FALKNER IS LIGHTHOUSE               APPROX.21.4 KM 1010011.6 |
 LX6368| LX6370 SOUTHWEST LEDGE LIGHTHOUSE          APPROX. 1.8 KM 2032338.3 |
 LX6368| LX6367 NEW HAVEN MID BRKWTR E END LT       APPROX. 2.5 KM 2194349.8 |
 LX6368| LX6369 NEW HAVEN MID BRKWTR W END LT       APPROX. 3.8 KM 2243938.2 |
 LX6368| LX6373 NEW HAVEN LIGHT                     APPROX. 4.5 KM 2260450.9 |
 LX6368| LX6371 NEW HAVEN W BRKWTR W END LT         APPROX. 5.1 KM 2392812.2 |
 LX6368| LX6509 SANDY POINT BREAKWATER LT           APPROX. 1.9 KM 3212723.4 |
 LX6368|---------------------------------------------------------------------|
 LX6368
 LX6368                          SUPERSEDED SURVEY CONTROL
 LX6368
 LX6368  NAD 83(1992)-  41 14 56.27391(N)    072 54 13.60211(W) AD(       ) 2
 LX6368  NAD 83(1986)-  41 14 56.27519(N)    072 54 13.60662(W) AD(       ) 2
 LX6368  NAD 27      -  41 14 55.93100(N)    072 54 15.23800(W) AD(       ) 2
 LX6368
 LX6368.Superseded values are not recommended for survey control.
 LX6368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6368.See file dsdata.txt to determine how the superseded data were derived.
 LX6368
 LX6368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7563668514(NAD 83)
 LX6368_MARKER: 13 = LIGHTHOUSE
 LX6368
 LX6368  HISTORY     - Date     Condition        Report By
 LX6368  HISTORY     - UNK      FIRST OBSERVED
 LX6368  HISTORY     - 1916     GOOD             CGS
 LX6368  HISTORY     - 1916     GOOD             CGS
 LX6368  HISTORY     - 1931     GOOD             CGS
 LX6368  HISTORY     - 1933     GOOD             CGS
 LX6368  HISTORY     - 1962     GOOD             CGS
 LX6368  HISTORY     - 1981     GOOD             NGS
 LX6368  HISTORY     - 1982     GOOD             NGS
 LX6368  HISTORY     - 1984     GOOD             USPSQD
 LX6368  HISTORY     - 19910602 GOOD             USPSQD
 LX6368
 LX6368                          STATION DESCRIPTION
 LX6368
 LX6368'DESCRIBED BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX6368'IN 1910 IT WAS REPORTED THAT THIS LIGHTHOUSE, THOUGH NO LONGER
 LX6368'USED AS A LIGHT STATION WAS STILL IN EXISTENCE AND UNCHANGED IN
 LX6368'POSITION SINCE LAST DETERMINED BY THE COAST SURVEY (1882).  IT
 LX6368'IS LOCATED ON FIVE MILE POINT, E SIDE OF ENTRANCE TO NEW HAVEN
 LX6368'HARBOR.  THE STORM WARNING DISPLAYS OF THE U.S. WEATHER BUREAU
 LX6368'ARE MADE FROM A FLAGSTAFF ATTACHED TO THE TOWER.  LIGHTHOUSE IS A
 LX6368'WHITE STONE TOWER ATTACHED TO A RED DWELLING.
 LX6368
 LX6368                          STATION RECOVERY (1916)
 LX6368
 LX6368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX6368'RECOVERY NOTES, TOGETHER WITH ORIGINAL DESCRIPTION, SUFFICIENT.
 LX6368'
 LX6368'NOT USED AS A LIGHT STATION AT PRESENT.  MORE GENERALLY KNOWN
 LX6368'AS LIGHTHOUSE POINT.
 LX6368
 LX6368                          STATION RECOVERY (1931)
 LX6368
 LX6368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6368'RECOVERED AS DESCRIBED.
 LX6368'
 LX6368'LIGHT IS NO LONGER USED AND HAS PASSED FROM THE JURISDICTION
 LX6368'OF THE LIGHTHOUSE BUREAU TO THE NEW HAVEN PARK COMMISSION, BEING
 LX6368'INCLUDED IN A CITY PARK AT FIVE MILE POINT.
 LX6368'
 LX6368'TOWER IS INTACT EXCEPT THAT LIGHT HAS BEEN REMOVED.  STATION
 LX6368'OCCUPIED ECCENTRICALLY, A GOOD SET UP BEING DIFFICULT DUE TO
 LX6368'UNSTABLE SHEET METAL DECKING AND POORLY SUPPORTED RAILING.
 LX6368'
 LX6368'THIS STATION IS COMMONLY KNOWN AS OLD TOWER.
 LX6368
 LX6368                          STATION RECOVERY (1933)
 LX6368
 LX6368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6368'DESIGNATED IN 1833 AS NEW HAVEN LIGHTHOUSE.
 LX6368'
 LX6368'RECOVERED AS DESCRIBED.  CENTER LINE OF FINIAL ABOVE OLD
 LX6368'LAMPROOM USED AS CENTER.  ECCENTRIC SET-UP WAS MADE ON THE LEDGE
 LX6368'WESTERLY OF THE TOWER BASE.
 LX6368
 LX6368                          STATION RECOVERY (1962)
 LX6368
 LX6368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6368'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LX6368'CONDITION.  THE TOWER IN NOT IN USE AS A LIGHTHOUSE AT THIS TIME,
 LX6368'AND IS LOCATED IN THE LIGHTHOUSE POINT AMUSEMENT AREA.
 LX6368'
 LX6368'ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6368
 LX6368                          STATION RECOVERY (1981)
 LX6368
 LX6368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 LX6368'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX6368'
 LX6368'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NEW HAVEN.
 LX6368
 LX6368                          STATION RECOVERY (1982)
 LX6368
 LX6368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6368'THE STATION, NEW HAVEN LIGHTHOUSE OLD TOWER WAS RECOVERED IN
 LX6368'GOOD CONDITION.  THE BALL ON TOP IS NOW LEANING.
 LX6368'
 LX6368'THE STATION, NEW HAVEN LIGHTHOUSE OLD TOWER, IS THE
 LX6368'TOP CENTER OF THE WHITE PAINTED, 23 METERS (75 FT) TALL,
 LX6368'GRANITE BLOCK STRUCTURE, WITH A BLACK METAL HOUSING ON TOP.
 LX6368'THE LIGHT HAS BEEN REMOVED AND THE BALL ON TOP IS LEANING.
 LX6368'
 LX6368'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 LX6368'SOUTH-SOUTHEAST OF NEW HAVEN, ON THE EAST SIDE OF
 LX6368'NEW HAVEN HARBOR IN A CITY PARK AT LIGHTHOUSE POINT.
 LX6368'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510.
 LX6368'
 LX6368'DESCRIBED BY G.R. HEID.
 LX6368
 LX6368                          STATION RECOVERY (1984)
 LX6368
 LX6368'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6368'JUST A LITTLE STRAIGHTENING AND A LITTLE PAINT WOULD PUT
 LX6368'THIS TOWER IN GOOD SHAPE.  STRUCTURE IS STILL THE SAME AS IN
 LX6368'THE DESCRIPTION.
 LX6368
 LX6368                          STATION RECOVERY (1991)
 LX6368
 LX6368'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAW)
 LX6368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6528 ***********************************************************************
 LX6528  DESIGNATION -  NEW HAVEN LONG WHARF LH
 LX6528  PID         -  LX6528
 LX6528  STATE/COUNTY-  CT/NEW HAVEN
 LX6528  USGS QUAD   -  NEW HAVEN (1984)
 LX6528
 LX6528                         *CURRENT SURVEY CONTROL
 LX6528  ___________________________________________________________________
 LX6528* NAD 83(1996)-  41 17 33.68880(N)    072 54 54.90287(W)     ADJUSTED  
 LX6528* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6528  ___________________________________________________________________
 LX6528  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 LX6528  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6528
 LX6528  HORZ ORDER  -  THIRD
 LX6528
 LX6528.The horizontal coordinates were established by classical geodetic methods
 LX6528.and adjusted by the National Geodetic Survey in August 1998..
 LX6528
 LX6528.The orthometric height was scaled from a topographic map.
 LX6528
 LX6528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6528
 LX6528.The geoid height was determined by GEOID03.
 LX6528
 LX6528;                    North         East     Units Scale Factor Converg.
 LX6528;SPC CT       -   203,428.586   290,959.010   MT  0.99999194   -0 06 34.5
 LX6528;SPC CT       -   667,415.29    954,588.02   sFT  0.99999194   -0 06 34.5
 LX6528;SPC NY L     -   125,607.792   390,860.569   MT  1.00002469   +0 42 34.3
 LX6528;SPC NY L     -   412,098.23  1,282,348.38   sFT  1.00002469   +0 42 34.3
 LX6528;UTM  18      - 4,573,345.567   674,557.739   MT  0.99997501   +1 22 33.9
 LX6528
 LX6528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6528!SPC CT       -   1.00000457  x   0.99999194  =   0.99999651
 LX6528!SPC NY L     -   1.00000457  x   1.00002469  =   1.00002926
 LX6528!UTM  18      -   1.00000457  x   0.99997501  =   0.99997958
 LX6528
 LX6528:                Primary Azimuth Mark                     Grid Az
 LX6528:SPC CT       -  NEW HAVEN LIGHTHOUSE OLD TOWER           168 54 32.4
 LX6528:SPC NY L     -  NEW HAVEN LIGHTHOUSE OLD TOWER           168 05 23.6
 LX6528:UTM  18      -  NEW HAVEN LIGHTHOUSE OLD TOWER           167 25 24.0
 LX6528
 LX6528|---------------------------------------------------------------------|
 LX6528| PID    Reference Object                     Distance      Geod. Az  |
 LX6528|                                                           dddmmss.s |
 LX6528| LX6368 NEW HAVEN LIGHTHOUSE OLD TOWER      APPROX. 5.0 KM 1684757.9 |
 LX6528| LX6509 SANDY POINT BREAKWATER LT           APPROX. 3.4 KM 1834350.2 |
 LX6528|---------------------------------------------------------------------|
 LX6528
 LX6528                          SUPERSEDED SURVEY CONTROL
 LX6528
 LX6528  NAD 83(1992)-  41 17 33.68787(N)    072 54 54.90269(W) AD(       ) 3
 LX6528  NAD 83(1986)-  41 17 33.69081(N)    072 54 54.90715(W) AD(       ) 3
 LX6528  NAD 27      -  41 17 33.34700(N)    072 54 56.53600(W) AD(       ) 3
 LX6528
 LX6528.Superseded values are not recommended for survey control.
 LX6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6528.See file dsdata.txt to determine how the superseded data were derived.
 LX6528
 LX6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7455873346(NAD 83)
 LX6528
 LX6528  HISTORY     - Date     Condition        Report By
 LX6528  HISTORY     - 1931     MONUMENTED       CGS
 LX6528  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6528  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6528
 LX6528                          STATION DESCRIPTION
 LX6528
 LX6528'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6528'STATION IS THE CENTER OF THE AUTOMATIC FLASHING GREEN (3 SECONDS)
 LX6528'BEACON ON THE SE END OF LONG WHARF, NEW HAVEN HARBOR.  IT IS A
 LX6528'STEEL STRUCTURE ON A CONCRETE BASE PAINTED IN 1931 RED AND WHITE,
 LX6528'A WHITE SHAFT SHOWING THROUGH THE RED STEEL FRAME WORK.  IT IS
 LX6528'43 FEET HIGH.
 LX6528'
 LX6528'NOT MARKED.
 LX6528
 LX6528                          STATION RECOVERY (1933)
 LX6528
 LX6528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6528'RECOVERED AS DESCRIBED.
 LX6528
 LX6528                          STATION RECOVERY (1984)
 LX6528
 LX6528'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6528'NEW TOWER HAS BEEN PLACED IN FRONT OF THE OLD ONE.  THE STEEL BASE
 LX6528'REMAINS BEHIND THE NEW TOWER THERE IS A GREEN LIGHT ON TOP OF A
 LX6528'15 FEET HIGH (+ OR -) TOWER.  THE TOWER IS CONSTRUCTED OF 2 INCH
 LX6528'GALVANIZED PIPE AND SITS ON A 6 FOOT X 6 FOOT CONC. BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6367 ***********************************************************************
 LX6367  DESIGNATION -  NEW HAVEN MID BRKWTR E END LT
 LX6367  PID         -  LX6367
 LX6367  STATE/COUNTY-  CT/NEW HAVEN
 LX6367  USGS QUAD   -  WOODMONT (1976)
 LX6367
 LX6367                         *CURRENT SURVEY CONTROL
 LX6367  ___________________________________________________________________
 LX6367* NAD 83(1996)-  41 13 53.01328(N)    072 55 23.24261(W)     ADJUSTED  
 LX6367* NAVD 88     -                                                        
 LX6367  ___________________________________________________________________
 LX6367  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 LX6367  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6367
 LX6367  HORZ ORDER  -  THIRD
 LX6367
 LX6367.The horizontal coordinates were established by classical geodetic methods
 LX6367.and adjusted by the National Geodetic Survey in August 1998..
 LX6367
 LX6367
 LX6367.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6367
 LX6367.The geoid height was determined by GEOID03.
 LX6367
 LX6367;                    North         East     Units Scale Factor Converg.
 LX6367;SPC CT       -   196,622.152   290,285.991   MT  0.99999698   -0 06 53.2
 LX6367;SPC CT       -   645,084.51    952,379.96   sFT  0.99999698   -0 06 53.2
 LX6367;UTM  18      - 4,566,524.119   674,061.327   MT  0.99997288   +1 22 09.2
 LX6367
 LX6367                          SUPERSEDED SURVEY CONTROL
 LX6367
 LX6367  NAD 83(1992)-  41 13 53.01236(N)    072 55 23.24232(W) AD(       ) 4
 LX6367  NAD 83(1986)-  41 13 53.00973(N)    072 55 23.25197(W) AD(       ) 4
 LX6367  NAD 27      -  41 13 52.65900(N)    072 55 24.88200(W) AD(       ) 3
 LX6367
 LX6367.Superseded values are not recommended for survey control.
 LX6367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6367.See file dsdata.txt to determine how the superseded data were derived.
 LX6367
 LX6367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7406166524(NAD 83)
 LX6367_MARKER: 14 = NAVIGATION LIGHT
 LX6367_SETTING: 0 = UNSPECIFIED SETTING
 LX6367
 LX6367  HISTORY     - Date     Condition        Report By
 LX6367  HISTORY     - 1931     FIRST OBSERVED   CGS
 LX6367  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6367  HISTORY     - 1982     GOOD             NGS
 LX6367
 LX6367                          STATION DESCRIPTION
 LX6367
 LX6367'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6367'SAME AS NUMBER TWO EXCEPT NE END OF SAME BREAKWATER.
 LX6367
 LX6367                          STATION RECOVERY (1933)
 LX6367
 LX6367'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6367'RECOVERED AS DESCRIBED AND REDETERMINED AS NEW HAVEN MIDDLE
 LX6367'BREAKWATER, EAST END.
 LX6367
 LX6367                          STATION RECOVERY (1982)
 LX6367
 LX6367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6367'THE STATION, NEW HAVEN MIDDLE BREAKWATER EAST END
 LX6367'LIGHT, WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 LX6367'DESIGNATED NUMBER THREE IN 1931.  IT WAS REDESIGNATED
 LX6367'NEW HAVEN MIDDLE BREAKWATER EAST END IN 1933.
 LX6367'
 LX6367'THE STATION, NEW HAVEN MIDDLE BREAKWATER EAST END,
 LX6367'IS THE FLASHING GREEN LIGHT, ON THE 9 METERS (29 FT)
 LX6367'HIGH, SKELETON STEEL TOWER.  THE LIGHT FLASHES
 LX6367'AT 4 SECOND INTERVALS.
 LX6367'
 LX6367'THE STATION IS LOCATED ON THE NORTHEAST END OF
 LX6367'LUDDINGTON ROCK BREAKWATER IN NEW HAVEN HARBOR.
 LX6367'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510
 LX6367'
 LX6367'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6369 ***********************************************************************
 LX6369  DESIGNATION -  NEW HAVEN MID BRKWTR W END LT
 LX6369  PID         -  LX6369
 LX6369  STATE/COUNTY-  CT/NEW HAVEN
 LX6369  USGS QUAD   -  WOODMONT (1976)
 LX6369
 LX6369                         *CURRENT SURVEY CONTROL
 LX6369  ___________________________________________________________________
 LX6369* NAD 83(1996)-  41 13 27.58098(N)    072 56 09.67259(W)     ADJUSTED  
 LX6369* NAVD 88     -                                                        
 LX6369  ___________________________________________________________________
 LX6369  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LX6369  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6369
 LX6369  HORZ ORDER  -  THIRD
 LX6369
 LX6369.The horizontal coordinates were established by classical geodetic methods
 LX6369.and adjusted by the National Geodetic Survey in August 1998..
 LX6369
 LX6369
 LX6369.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6369
 LX6369.The geoid height was determined by GEOID03.
 LX6369
 LX6369;                    North         East     Units Scale Factor Converg.
 LX6369;SPC CT       -   195,839.829   289,203.002   MT  0.99999763   -0 07 24.0
 LX6369;SPC CT       -   642,517.84    948,826.85   sFT  0.99999763   -0 07 24.0
 LX6369;UTM  18      - 4,565,714.033   672,998.989   MT  0.99996835   +1 21 37.9
 LX6369
 LX6369                          SUPERSEDED SURVEY CONTROL
 LX6369
 LX6369  NAD 83(1992)-  41 13 27.58004(N)    072 56 09.67230(W) AD(       ) 4
 LX6369  NAD 83(1986)-  41 13 27.58125(N)    072 56 09.67841(W) AD(       ) 4
 LX6369  NAD 27      -  41 13 27.22900(N)    072 56 11.30800(W) AD(       ) 3
 LX6369
 LX6369.Superseded values are not recommended for survey control.
 LX6369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6369.See file dsdata.txt to determine how the superseded data were derived.
 LX6369
 LX6369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7299965714(NAD 83)
 LX6369_MARKER: 14 = NAVIGATION LIGHT
 LX6369_SETTING: 0 = UNSPECIFIED SETTING
 LX6369
 LX6369  HISTORY     - Date     Condition        Report By
 LX6369  HISTORY     - 1931     FIRST OBSERVED   CGS
 LX6369  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6369  HISTORY     - 1982     GOOD             NGS
 LX6369
 LX6369                          STATION DESCRIPTION
 LX6369
 LX6369'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6369'STATION IS THE AUTOMATIC FLASHING RED (1-1/2 SECONDS) BEACON ON THE
 LX6369'SW END OF THE LUDDINGTON ROCK BREAKWATER, NEW HAVEN HARBOR.  IT IS
 LX6369'29 FEET HIGH, STEEL FRAME ON CONCRETE BASE.
 LX6369'
 LX6369'NOT MARKED.
 LX6369
 LX6369                          STATION RECOVERY (1933)
 LX6369
 LX6369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6369'RECOVERED AS DESCRIBED AND REDETERMINED AS NEW HAVEN MIDDLE
 LX6369'BREAKWATER, WEST END.
 LX6369
 LX6369                          STATION RECOVERY (1982)
 LX6369
 LX6369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6369'THE STATION, NEW HAVEN MIDDLE BREAKWATER WEST END LIGHT
 LX6369'WAS RECOVERED IN GOOD CONDITION. THE STATION WAS DESIGNATED
 LX6369'NUMBER TWO IN 1931.  IT WAS REDESIGNATED NEW HAVEN MIDDLE
 LX6369'BREAKWATER WEST END IN 1933.
 LX6369'
 LX6369'THE STATION, NEW HAVEN MIDDLE BREAKWATER WEST END LIGHT, IS THE
 LX6369'FLASHING RED LIGHT ON THE 9 METERS (29 FT) HIGH, SKELETON STEEL
 LX6369'TOWER THAT IS SET ON A CONCRETE BASE.  THE LIGHT FLASHES AT
 LX6369'4 SECOND INTERVALS.
 LX6369'
 LX6369'THE STATION IS LOCATED ON THE SOUTHWEST END OF LUDDINGTON ROCK
 LX6369'BREAKWATER IN NEW HAVEN HARBOR.
 LX6369'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510.
 LX6369'
 LX6369'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6371 ***********************************************************************
 LX6371  DESIGNATION -  NEW HAVEN W BRKWTR W END LT
 LX6371  PID         -  LX6371
 LX6371  STATE/COUNTY-  CT/NEW HAVEN
 LX6371  USGS QUAD   -  WOODMONT (1976)
 LX6371
 LX6371                         *CURRENT SURVEY CONTROL
 LX6371  ___________________________________________________________________
 LX6371* NAD 83(1996)-  41 13 32.29406(N)    072 57 22.11990(W)     ADJUSTED  
 LX6371* NAVD 88     -                                                        
 LX6371  ___________________________________________________________________
 LX6371  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LX6371  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX6371
 LX6371  HORZ ORDER  -  THIRD
 LX6371
 LX6371.The horizontal coordinates were established by classical geodetic methods
 LX6371.and adjusted by the National Geodetic Survey in August 1998..
 LX6371
 LX6371
 LX6371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6371
 LX6371.The geoid height was determined by GEOID03.
 LX6371
 LX6371;                    North         East     Units Scale Factor Converg.
 LX6371;SPC CT       -   195,989.053   287,515.953   MT  0.99999751   -0 08 12.1
 LX6371;SPC CT       -   643,007.42    943,291.92   sFT  0.99999751   -0 08 12.1
 LX6371;UTM  18      - 4,565,819.516   671,308.697   MT  0.99996118   +1 20 50.2
 LX6371
 LX6371                          SUPERSEDED SURVEY CONTROL
 LX6371
 LX6371  NAD 83(1992)-  41 13 32.29309(N)    072 57 22.11959(W) AD(       ) 4
 LX6371  NAD 83(1986)-  41 13 32.29481(N)    072 57 22.12267(W) AD(       ) 4
 LX6371  NAD 27      -  41 13 31.93900(N)    072 57 23.75400(W) AD(       ) 3
 LX6371
 LX6371.Superseded values are not recommended for survey control.
 LX6371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6371.See file dsdata.txt to determine how the superseded data were derived.
 LX6371
 LX6371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7130965820(NAD 83)
 LX6371_MARKER: 14 = NAVIGATION LIGHT
 LX6371_SETTING: 0 = UNSPECIFIED SETTING
 LX6371
 LX6371  HISTORY     - Date     Condition        Report By
 LX6371  HISTORY     - 1931     FIRST OBSERVED   CGS
 LX6371  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6371  HISTORY     - 1982     GOOD             NGS
 LX6371
 LX6371                          STATION DESCRIPTION
 LX6371
 LX6371'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6371'STATION IS THE FLASHING RED (1-1/2 SECONDS) BEACON ON THE W END
 LX6371'OF THE WEST BREAKWATER, NEW HAVEN HARBOR.  IT IS AN AUTOMATIC
 LX6371'LIGHT, 26 FEET HIGH, STEEL FRAMEWORK ON A CONCRETE BASE.
 LX6371'
 LX6371'NOT MARKED.
 LX6371
 LX6371                          STATION RECOVERY (1933)
 LX6371
 LX6371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6371'RECOVERED AS DESCRIBED, AND REDETERMINED AS NEW HAVEN WEST END
 LX6371'LIGHT.
 LX6371
 LX6371                          STATION RECOVERY (1982)
 LX6371
 LX6371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6371'THE STATION, NEW HAVEN WEST BREAKWATER WEST END LIGHT, WAS
 LX6371'RECOVERED IN GOOD CONDITION.  THE STATION WAS DESIGNATED
 LX6371'NUMBER ONE IN 1931.  IT WAS REDESIGNATED NEW HAVEN WEST END
 LX6371'LIGHT IN 1933.
 LX6371'
 LX6371'THE STATION, NEW HAVEN WEST BREAKWATER WEST END LIGHT,
 LX6371'IS THE FLASHING RED LIGHT, ON THE 8 METERS (26 FT) HIGH,
 LX6371'SKELETON STEEL TOWER THAT IS SET ON A CONCRETE BASE.  THE
 LX6371'LIGHT FLASHES AT 4 SECOND INTERVALS.
 LX6371'
 LX6371'THE STATION IS LOCATED ON THE WEST END OF THE WEST
 LX6371'BREAKWATER IN NEW HAVEN HARBOR.
 LX6371'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510.
 LX6371'
 LX6371'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7604 ***********************************************************************
 LX7604  DESIGNATION -  NEW HAVEN WEST ROCK RADIO MAST
 LX7604  PID         -  LX7604
 LX7604  STATE/COUNTY-  CT/NEW HAVEN
 LX7604  USGS QUAD   -  NEW HAVEN (1984)
 LX7604
 LX7604                         *CURRENT SURVEY CONTROL
 LX7604  ___________________________________________________________________
 LX7604* NAD 83(1996)-  41 20 59.24412(N)    072 58 21.63897(W)     ADJUSTED  
 LX7604* NAVD 88     -                                                        
 LX7604  ___________________________________________________________________
 LX7604  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LX7604  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX7604
 LX7604  HORZ ORDER  -  THIRD
 LX7604
 LX7604.The horizontal coordinates were established by classical geodetic methods
 LX7604.and adjusted by the National Geodetic Survey in August 1998..
 LX7604
 LX7604
 LX7604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7604
 LX7604.The geoid height was determined by GEOID03.
 LX7604
 LX7604;                    North         East     Units Scale Factor Converg.
 LX7604;SPC CT       -   209,780.688   286,165.233   MT  0.99998826   -0 08 51.5
 LX7604;SPC CT       -   688,255.47    938,860.44   sFT  0.99998826   -0 08 51.5
 LX7604;UTM  18      - 4,579,571.015   669,600.921   MT  0.99995401   +1 20 22.8
 LX7604
 LX7604                          SUPERSEDED SURVEY CONTROL
 LX7604
 LX7604  NAD 83(1992)-  41 20 59.24323(N)    072 58 21.63890(W) AD(       ) 4
 LX7604  NAD 83(1986)-  41 20 59.24437(N)    072 58 21.64296(W) AD(       ) 4
 LX7604  NAD 83(1986)-  41 20 59.24275(N)    072 58 21.64294(W) AD(       ) 4
 LX7604
 LX7604.Superseded values are not recommended for survey control.
 LX7604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7604.See file dsdata.txt to determine how the superseded data were derived.
 LX7604
 LX7604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6960179571(NAD 83)
 LX7604_MARKER: 43 = RADIO/TV TOWER
 LX7604
 LX7604  HISTORY     - Date     Condition        Report By
 LX7604  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7604
 LX7604                          STATION DESCRIPTION
 LX7604
 LX7604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7604'THE STATION, NEW HAVEN WEST ROCK RIDGE RADIO MAST,
 LX7604'IS THE LIGHT TOP CENTER OF THE 3 LEGGED, RED AND WHITE,
 LX7604'53 METERS (175 FT) TALL MAST.
 LX7604'
 LX7604'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHWEST
 LX7604'OF NEW HAVEN, 1.4 KM (0.9 MI) NORTHEAST OF THE JUNCTION
 LX7604'OF STATE HIGHWAY 69 AND THE WILBUR CROSS PARKWAY,
 LX7604'0.1 KM (0.05 MI) EAST OF TRIANGULATION STATION BALDWIN 1938,
 LX7604'ON WEST ROCK RIDGE, IN A STATE PARK.
 LX7604'OWNERSHIP-- STATE OF CONNECTICUT, DEPARTMENT OF TRANSPOTATION,
 LX7604'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7604'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX7604'PHONE 203-566-4638.
 LX7604'
 LX7604'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5232 ***********************************************************************
 LX5232  DESIGNATION -  NEW LONDON BLACK TK RR BRIDGE
 LX5232  PID         -  LX5232
 LX5232  STATE/COUNTY-  CT/NEW LONDON
 LX5232  USGS QUAD   -  NEW LONDON (1984)
 LX5232
 LX5232                         *CURRENT SURVEY CONTROL
 LX5232  ___________________________________________________________________
 LX5232* NAD 83(1996)-  41 21 34.99853(N)    072 05 29.73720(W)     ADJUSTED  
 LX5232* NAVD 88     -                                                        
 LX5232  ___________________________________________________________________
 LX5232  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LX5232  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5232
 LX5232  HORZ ORDER  -  THIRD
 LX5232
 LX5232.The horizontal coordinates were established by classical geodetic methods
 LX5232.and adjusted by the National Geodetic Survey in August 1998..
 LX5232
 LX5232
 LX5232.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5232
 LX5232.The geoid height was determined by GEOID03.
 LX5232
 LX5232;                    North         East     Units Scale Factor Converg.
 LX5232;SPC CT       -   211,069.580   359,892.272   MT  0.99998773   +0 26 11.6
 LX5232;SPC CT       -   692,484.11  1,180,746.56   sFT  0.99998773   +0 26 11.6
 LX5232;SPC NY L     -   134,229.328   459,680.854   MT  1.00003441   +1 14 53.7
 LX5232;SPC NY L     -   440,384.05  1,508,136.27   sFT  1.00003441   +1 14 53.7
 LX5232;UTM  18      - 4,582,772.806   743,280.168   MT  1.00032844   +1 55 22.0
 LX5232
 LX5232                          SUPERSEDED SURVEY CONTROL
 LX5232
 LX5232  NAD 83(1992)-  41 21 34.99739(N)    072 05 29.73640(W) AD(       ) 4
 LX5232  NAD 83(1986)-  41 21 34.99839(N)    072 05 29.74085(W) AD(       ) 4
 LX5232  NAD 27      -  41 21 34.65300(N)    072 05 31.46800(W) AD(       ) 3
 LX5232
 LX5232.Superseded values are not recommended for survey control.
 LX5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5232.See file dsdata.txt to determine how the superseded data were derived.
 LX5232
 LX5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4328082773(NAD 83)
 LX5232_MARKER: 53 = ELEVATED TANK
 LX5232
 LX5232  HISTORY     - Date     Condition        Report By
 LX5232  HISTORY     - 1932     FIRST OBSERVED   CGS
 LX5232  HISTORY     - 1934     GOOD             CGS
 LX5232  HISTORY     - 1971     GOOD             NGS
 LX5232  HISTORY     - 1984     GOOD             USPSQD
 LX5232  HISTORY     - 1989     GOOD             USPSQD
 LX5232  HISTORY     - 20000405 MARK NOT FOUND   USPSQD
 LX5232  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LX5232
 LX5232                          STATION DESCRIPTION
 LX5232
 LX5232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5232'THE TANK IS A CYLINDRICAL STEEL PLATE STRUCTURE WITH A CONICAL
 LX5232'METAL ROOF AND A SEMISPHERICAL BOTTOM.  IT IS SUPPORTED ON 4
 LX5232'BUILT-UP STRUCTURAL STEEL COLUMNS AND HAS A NARROW RAILED BALCONY
 LX5232'AROUND THE BASE OF THE TANK.  IT IS LOCATED AT THE PUBLIC DOCKS
 LX5232'IN NEW LONDON S OF THE APPROACH TO THE THAMES RIVER BRIDGE, JUST
 LX5232'N OF THE WAREHOUSE AND W OF THE RAILROAD TRACKS.  THE STATION IS
 LX5232'THE APEX OF THE TANK.  HEIGHT ABOUT 200 FEET.
 LX5232
 LX5232                          STATION RECOVERY (1971)
 LX5232
 LX5232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX5232'STATION WAS RECOVERED.  IT IS NOW PAINTED BLACK, AND HAS THE WORDS
 LX5232'STATE PIER PAINTED IN WHITE ON SIDE OF TANK.
 LX5232'
 LX5232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5232'IN NEW LONDON.
 LX5232
 LX5232                          STATION RECOVERY (1984)
 LX5232
 LX5232'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5232'STATE PIER PAINTED IN WHITE ON SIDE OF TANK -- GOOD.
 LX5232'
 LX5232'RECOVERED AS DESCRIBED.
 LX5232
 LX5232                          STATION RECOVERY (1989)
 LX5232
 LX5232'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5232'RECOVERED IN GOOD CONDITION.
 LX5232
 LX5232                          STATION RECOVERY (2000)
 LX5232
 LX5232'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5232'THIS TANK HAS BEEN DISMANTLED.
 LX5232
 LX5232                          STATION RECOVERY (2001)
 LX5232
 LX5232'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5232'THIS TANK NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5069 ***********************************************************************
 LX5069  DESIGNATION -  NEW LONDON CONN COLL STACK
 LX5069  PID         -  LX5069
 LX5069  STATE/COUNTY-  CT/NEW LONDON
 LX5069  USGS QUAD   -  UNCASVILLE (1984)
 LX5069
 LX5069                         *CURRENT SURVEY CONTROL
 LX5069  ___________________________________________________________________
 LX5069* NAD 83(1996)-  41 22 48.60849(N)    072 06 17.48150(W)     ADJUSTED  
 LX5069* NAVD 88     -                                                        
 LX5069  ___________________________________________________________________
 LX5069  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LX5069  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5069
 LX5069  HORZ ORDER  -  THIRD
 LX5069
 LX5069.The horizontal coordinates were established by classical geodetic methods
 LX5069.and adjusted by the National Geodetic Survey in August 1998..
 LX5069
 LX5069
 LX5069.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5069
 LX5069.The geoid height was determined by GEOID03.
 LX5069
 LX5069;                    North         East     Units Scale Factor Converg.
 LX5069;SPC CT       -   213,332.006   358,765.625   MT  0.99998671   +0 25 40.0
 LX5069;SPC CT       -   699,906.76  1,177,050.22   sFT  0.99998671   +0 25 40.0
 LX5069;SPC NY L     -   136,475.675   458,522.211   MT  1.00003765   +1 14 22.5
 LX5069;SPC NY L     -   447,753.94  1,504,334.95   sFT  1.00003765   +1 14 22.5
 LX5069;UTM  18      - 4,585,005.996   742,094.806   MT  1.00032135   +1 54 53.2
 LX5069
 LX5069                          SUPERSEDED SURVEY CONTROL
 LX5069
 LX5069  NAD 83(1992)-  41 22 48.60738(N)    072 06 17.48072(W) AD(       ) 4
 LX5069  NAD 83(1986)-  41 22 48.60839(N)    072 06 17.48497(W) AD(       ) 4
 LX5069  NAD 27      -  41 22 48.25400(N)    072 06 19.20400(W) AD(       ) 3
 LX5069
 LX5069.Superseded values are not recommended for survey control.
 LX5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5069.See file dsdata.txt to determine how the superseded data were derived.
 LX5069
 LX5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4209585006(NAD 83)
 LX5069_MARKER: 63 = STACK
 LX5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5069+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 LX5069
 LX5069  HISTORY     - Date     Condition        Report By
 LX5069  HISTORY     - 1932     FIRST OBSERVED   CGS
 LX5069  HISTORY     - 1934     GOOD             CGS
 LX5069  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5069  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5069  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LX5069  HISTORY     - 20000405 GOOD             USPSQD
 LX5069
 LX5069                          STATION DESCRIPTION
 LX5069
 LX5069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5069'THE CONNECTICUT COLLEGE STACK IS AT THE N END OF THE CAMPUS ABOUT
 LX5069'200 FEET W OF MOHEGAN AVENUE.  IT IS ON THE E SIDE OF THE STEAM
 LX5069'PLANT AND IS HEXAGONAL IN SHAPE.  IT IS MADE OF LIGHT-COLORED
 LX5069'BRICK AND IS ABOUT 250 FEET HIGH.  STATION IS THE CENTER LINE OF
 LX5069'THE STACK.
 LX5069
 LX5069                          STATION RECOVERY (1948)
 LX5069
 LX5069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5069'THE ORIGINAL STACK WAS DESTROYED BY A STORM IN 1938 AND REPLACED
 LX5069'WITH A ROUND STACK APPROXIMATELY THE SAME DIAMETER AND HEIGHT AS
 LX5069'THE OLD STACK, ACCORDING TO MR. VANDERVEER, COLLEGE ENGINEER.  THE
 LX5069'STACK IS IN THE SAME HORIZONTAL POSITION AS WAS THE ORIGINAL.
 LX5069
 LX5069                          STATION RECOVERY (1960)
 LX5069
 LX5069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5069'REBUILT STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 LX5069'1948 RECOVERY NOTE BY R.J.S.
 LX5069
 LX5069                          STATION RECOVERY (1984)
 LX5069
 LX5069'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5069'CONNECTICUT COLLEGE STACK RECOVERED GOOD.
 LX5069'
 LX5069'RECOVERED AS DESCRIBED BY R.J.S. IN 1948.
 LX5069
 LX5069                          STATION RECOVERY (2000)
 LX5069
 LX5069'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5160 ***********************************************************************
 LX5160  DESIGNATION -  NEW LONDON CONN COLL SPIRE
 LX5160  PID         -  LX5160
 LX5160  STATE/COUNTY-  CT/NEW LONDON
 LX5160  USGS QUAD   -  UNCASVILLE (1984)
 LX5160
 LX5160                         *CURRENT SURVEY CONTROL
 LX5160  ___________________________________________________________________
 LX5160* NAD 83(1996)-  41 22 43.82988(N)    072 06 29.79014(W)     ADJUSTED  
 LX5160* NAVD 88     -                                                        
 LX5160  ___________________________________________________________________
 LX5160  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LX5160  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5160
 LX5160  HORZ ORDER  -  THIRD
 LX5160
 LX5160.The horizontal coordinates were established by classical geodetic methods
 LX5160.and adjusted by the National Geodetic Survey in August 1998..
 LX5160
 LX5160
 LX5160.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5160
 LX5160.The geoid height was determined by GEOID03.
 LX5160
 LX5160;                    North         East     Units Scale Factor Converg.
 LX5160;SPC CT       -   213,182.461   358,480.727   MT  0.99998677   +0 25 31.8
 LX5160;SPC CT       -   699,416.12  1,176,115.52   sFT  0.99998677   +0 25 31.8
 LX5160;UTM  18      - 4,584,849.056   741,813.790   MT  1.00031968   +1 54 44.8
 LX5160
 LX5160                          SUPERSEDED SURVEY CONTROL
 LX5160
 LX5160  NAD 83(1992)-  41 22 43.82876(N)    072 06 29.78936(W) AD(       ) 4
 LX5160  NAD 83(1986)-  41 22 43.82974(N)    072 06 29.79352(W) AD(       ) 4
 LX5160  NAD 27      -  41 22 43.48250(N)    072 06 31.51614(W) AD(       ) 3
 LX5160
 LX5160.Superseded values are not recommended for survey control.
 LX5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5160.See file dsdata.txt to determine how the superseded data were derived.
 LX5160
 LX5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4181484849(NAD 83)
 LX5160_MARKER: 90 = CHURCH SPIRE
 LX5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5160+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 LX5160
 LX5160  HISTORY     - Date     Condition        Report By
 LX5160  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5160  HISTORY     - 19910402 GOOD             USPSQD
 LX5160  HISTORY     - 20000405 GOOD             USPSQD
 LX5160
 LX5160                          STATION DESCRIPTION
 LX5160
 LX5160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5160'THE STATION IS A BALL ATOP THE SPIRE OF THE CONNECTICUT
 LX5160'COLLEGE HARKNESS CHAPEL WHICH IS OWNED BY THE STATE OF
 LX5160'CONNECTICUT.  THE CHAPEL BUILDING IS BRICK.  THE SPIRE IS GREY
 LX5160'IN COLOR AND IS ABOUT 75 FEET HIGH.
 LX5160'
 LX5160'THE STATION IS LOCATED ON THE CONNECTICUT COLLEGE CAMPUS IN
 LX5160'NEW LONDON, CONNECTICUT.
 LX5160
 LX5160                          STATION RECOVERY (1991)
 LX5160
 LX5160'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5160'RECOVERED IN GOOD CONDITION.
 LX5160
 LX5160                          STATION RECOVERY (2000)
 LX5160
 LX5160'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5160'THIS IS HARKNESS CHAPEL. IT BELONGS TO CONNECTIUCT COLLEGE, NOT THE
 LX5160'STATE OF CONNECTICUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5236 ***********************************************************************
 LX5236  DESIGNATION -  NEW LONDON FIRST CONG CH SPIRE
 LX5236  PID         -  LX5236
 LX5236  STATE/COUNTY-  CT/NEW LONDON
 LX5236  USGS QUAD   -  NEW LONDON (1984)
 LX5236
 LX5236                         *CURRENT SURVEY CONTROL
 LX5236  ___________________________________________________________________
 LX5236* NAD 83(1996)-  41 21 18.10261(N)    072 05 48.82279(W)     ADJUSTED  
 LX5236* NAVD 88     -                                                        
 LX5236  ___________________________________________________________________
 LX5236  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LX5236  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5236
 LX5236  HORZ ORDER  -  THIRD
 LX5236
 LX5236.The horizontal coordinates were established by classical geodetic methods
 LX5236.and adjusted by the National Geodetic Survey in August 1998..
 LX5236
 LX5236
 LX5236.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5236
 LX5236.The geoid height was determined by GEOID03.
 LX5236
 LX5236;                    North         East     Units Scale Factor Converg.
 LX5236;SPC CT       -   210,544.991   359,452.616   MT  0.99998798   +0 25 59.0
 LX5236;SPC CT       -   690,763.02  1,179,304.12   sFT  0.99998798   +0 25 59.0
 LX5236;UTM  18      - 4,582,236.810   742,854.121   MT  1.00032589   +1 55 08.7
 LX5236
 LX5236                          SUPERSEDED SURVEY CONTROL
 LX5236
 LX5236  NAD 83(1992)-  41 21 18.10150(N)    072 05 48.82194(W) AD(       ) 4
 LX5236  NAD 83(1986)-  41 21 18.10235(N)    072 05 48.82685(W) AD(       ) 4
 LX5236  NAD 27      -  41 21 17.75500(N)    072 05 50.55600(W) AD(       ) 3
 LX5236
 LX5236.Superseded values are not recommended for survey control.
 LX5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5236.See file dsdata.txt to determine how the superseded data were derived.
 LX5236
 LX5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4285482237(NAD 83)
 LX5236_MARKER: 90 = CHURCH SPIRE
 LX5236
 LX5236  HISTORY     - Date     Condition        Report By
 LX5236  HISTORY     - 1882     FIRST OBSERVED   CGS
 LX5236  HISTORY     - 1934     GOOD             CGS
 LX5236  HISTORY     - 1971     GOOD             NGS
 LX5236  HISTORY     - 1984     GOOD             USPSQD
 LX5236  HISTORY     - 1989     GOOD             USPSQD
 LX5236
 LX5236                          STATION DESCRIPTION
 LX5236
 LX5236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5236'THE FIRST CONGREGATIONAL CHURCH IS ON THE NW CORNER OF STATE
 LX5236'AND UNION STREETS OPPOSITE THE OLD POST OFFICE.  THE CHURCH IS
 LX5236'A GRAY STONE MASONRY STRUCTURE FACING STATE STREET.  THE SPIRE
 LX5236'IS AT THE FRONT CENTER OF THE CHURCH.  THERE ARE CLOCK FACES
 LX5236'ON ALTERNATE SIDES OF THE OCTAGONAL PART OF THE SPIRE.  THERE
 LX5236'IS A LARGE GILDED BALL AT THE TOP OF THE SPIRE.
 LX5236'
 LX5236'THE STATION IS THE APEX OF THE SPIRE AT THE BASE OF THE
 LX5236'BALL.  HEIGHT ABOUT 175 FEET ABOVE GROUND.
 LX5236
 LX5236                          STATION RECOVERY (1971)
 LX5236
 LX5236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 LX5236'STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 LX5236'
 LX5236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5236'IN NEW LONDON.
 LX5236
 LX5236                          STATION RECOVERY (1984)
 LX5236
 LX5236'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5236'NEW LONDON FIRST CONGREGATIONAL CHURCH SPIRE RECOVERED GOOD.
 LX5236'
 LX5236'RECOVERED AS DESCRIBED BY L.F. SMITH IN 1971.
 LX5236
 LX5236                          STATION RECOVERY (1989)
 LX5236
 LX5236'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5230 ***********************************************************************
 LX5230  DESIGNATION -  NEW LONDON HARBOR LH
 LX5230  PID         -  LX5230
 LX5230  STATE/COUNTY-  CT/NEW LONDON
 LX5230  USGS QUAD   -  NEW LONDON (1984)
 LX5230
 LX5230                         *CURRENT SURVEY CONTROL
 LX5230  ___________________________________________________________________
 LX5230* NAD 83(1996)-  41 18 59.84186(N)    072 05 23.12345(W)     ADJUSTED  
 LX5230* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5230  ___________________________________________________________________
 LX5230  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX5230  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LX5230
 LX5230  HORZ ORDER  -  SECOND
 LX5230
 LX5230.The horizontal coordinates were established by classical geodetic methods
 LX5230.and adjusted by the National Geodetic Survey in August 1998..
 LX5230
 LX5230.The orthometric height was scaled from a topographic map.
 LX5230
 LX5230.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5230
 LX5230.The geoid height was determined by GEOID03.
 LX5230
 LX5230;                    North         East     Units Scale Factor Converg.
 LX5230;SPC CT       -   206,284.342   360,082.563   MT  0.99999028   +0 26 16.0
 LX5230;SPC CT       -   676,784.55  1,181,370.88   sFT  0.99999028   +0 26 16.0
 LX5230;SPC NY L     -   129,447.065   459,938.925   MT  1.00002800   +1 14 58.0
 LX5230;SPC NY L     -   424,694.25  1,508,982.96   sFT  1.00002800   +1 14 58.0
 LX5230;UTM  18      - 4,577,992.483   743,594.546   MT  1.00033033   +1 55 20.4
 LX5230
 LX5230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5230!SPC CT       -   1.00000470  x   0.99999028  =   0.99999498
 LX5230!SPC NY L     -   1.00000470  x   1.00002800  =   1.00003270
 LX5230!UTM  18      -   1.00000470  x   1.00033033  =   1.00033503
 LX5230
 LX5230:                Primary Azimuth Mark                     Grid Az
 LX5230:SPC CT       -  BAILEYS HILL TANK                        005 36 59.6
 LX5230:SPC NY L     -  BAILEYS HILL TANK                        004 48 17.6
 LX5230:UTM  18      -  BAILEYS HILL TANK                        004 07 55.2
 LX5230
 LX5230|---------------------------------------------------------------------|
 LX5230| PID    Reference Object                     Distance      Geod. Az  |
 LX5230|                                                           dddmmss.s |
 LX5230| LX5302 BAILEYS HILL TANK                   APPROX. 6.5 KM 0060315.6 |
 LX5230| LX5217 GROTON MONUMENT                     APPROX. 4.3 KM 0112929.4 |
 LX5230| LX5221 GROTON ELEC BOAT WORKS TANK         APPROX. 3.4 KM 0144105.1 |
 LX5230| LX5218 FISHERY STACK                       APPROX. 2.0 KM 0253832.1 |
 LX5230| LX5206 GROTON LOW GRAY TANK                APPROX. 2.8 KM 0511049.9 |
 LX5230| LX5289 LONG POINT TANK                     APPROX. 6.8 KM 0895132.1 |
 LX5230| LX5303 BLACK LEDGE BEACON                  APPROX. 2.0 KM 1285209.8 |
 LX5230| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 1.6 KM 1391010.3 |
 LX5230| LX5560 RACE ROCK LIGHTHOUSE                APPROX. 8.9 KM 1561525.2 |
 LX5230| LX5069 NEW LONDON CONN COLL STACK          APPROX. 7.2 KM 3495112.4 |
 LX5230| LX5232 NEW LONDON BLACK TK RR BRIDGE       APPROX. 4.8 KM 3580937.9 |
 LX5230|---------------------------------------------------------------------|
 LX5230
 LX5230                          SUPERSEDED SURVEY CONTROL
 LX5230
 LX5230  NAD 83(1992)-  41 18 59.84071(N)    072 05 23.12261(W) AD(       ) 2
 LX5230  NAD 83(1986)-  41 18 59.84156(N)    072 05 23.12754(W) AD(       ) 2
 LX5230  NAD 27      -  41 18 59.48934(N)    072 05 24.85457(W) AD(       ) 2
 LX5230
 LX5230.Superseded values are not recommended for survey control.
 LX5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5230.See file dsdata.txt to determine how the superseded data were derived.
 LX5230
 LX5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4359577992(NAD 83)
 LX5230_MARKER: 13 = LIGHTHOUSE
 LX5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5230+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 LX5230
 LX5230  HISTORY     - Date     Condition        Report By
 LX5230  HISTORY     - 1839     FIRST OBSERVED   CGS
 LX5230  HISTORY     - 1874     GOOD             CGS
 LX5230  HISTORY     - 1932     GOOD             CGS
 LX5230  HISTORY     - 1954     GOOD             CGS
 LX5230  HISTORY     - 1966     GOOD             CGS
 LX5230  HISTORY     - 1984     GOOD             USPSQD
 LX5230  HISTORY     - 1989     GOOD             USPSQD
 LX5230  HISTORY     - 20011003 GOOD             USPSQD
 LX5230
 LX5230                          STATION DESCRIPTION
 LX5230
 LX5230'DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (HGO)
 LX5230'THE FIRST LIGHTHOUSE HERE WAS BUILT IN 1760.  THE PRESENT LIGHT
 LX5230'DATES FROM 1801.  IT WAS DETERMINED IN 1839 - 40.  ACCORDING
 LX5230'TO OGDEN A NEW LANTERN HAD RECENTLY BEEN PUT ON THE TOWER, AND
 LX5230'THE TOP CHANGED SOMEWHAT, BUT THE TOWER HAD NOT BEEN REMOVED OR
 LX5230'REBUILT.
 LX5230
 LX5230                          STATION RECOVERY (1932)
 LX5230
 LX5230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX5230'STATION RECOVERED AS DESCRIBED.  THE STATION IS MARKED BY THE
 LX5230'FINIAL ON TOP THE BALL.
 LX5230
 LX5230                          STATION RECOVERY (1954)
 LX5230
 LX5230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5230'STATION RECOVERED IN GOOD CONDITION.  THE 1874 RECOVERY NOTE BY
 LX5230'H.G.O. IS ADEQUATE EXCEPT THAT--THIS IS NO. 738 IN COMPLETE LIST
 LX5230'OF LIGHTS AND OTHER MARINE AIDS, ATLANTIC COAST OF THE UNITED
 LX5230'STATES, PUBLISHED BY THE U.S. COAST GUARD.
 LX5230
 LX5230                          STATION RECOVERY (1966)
 LX5230
 LX5230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DCW)
 LX5230'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX5230
 LX5230                          STATION RECOVERY (1984)
 LX5230
 LX5230'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5230'NEW LONDON HARBOR LIGHTHOUSE STATION RECOVERED AS DESCRIBED IN
 LX5230'GOOD CONDITION.
 LX5230
 LX5230                          STATION RECOVERY (1989)
 LX5230
 LX5230'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5230'RECOVERED IN GOOD CONDITION.
 LX5230
 LX5230                          STATION RECOVERY (2001)
 LX5230
 LX5230'RECOVERY NOTE BY US POWER SQUADRON 2001 (BWR)
 LX5230'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5215 ***********************************************************************
 LX5215  DESIGNATION -  NEW LONDON LEDGE LIGHTHOUSE
 LX5215  PID         -  LX5215
 LX5215  STATE/COUNTY-  CT/NEW LONDON
 LX5215  USGS QUAD   -  NEW LONDON (1984)
 LX5215
 LX5215                         *CURRENT SURVEY CONTROL
 LX5215  ___________________________________________________________________
 LX5215* NAD 83(1996)-  41 18 21.14430(N)    072 04 38.78075(W)     ADJUSTED  
 LX5215* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5215  ___________________________________________________________________
 LX5215  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LX5215  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LX5215
 LX5215  HORZ ORDER  -  SECOND
 LX5215
 LX5215.The horizontal coordinates were established by classical geodetic methods
 LX5215.and adjusted by the National Geodetic Survey in August 1998..
 LX5215
 LX5215.The orthometric height was scaled from a topographic map.
 LX5215
 LX5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5215
 LX5215.The geoid height was determined by GEOID03.
 LX5215
 LX5215;                    North         East     Units Scale Factor Converg.
 LX5215;SPC CT       -   205,098.524   361,123.167   MT  0.99999100   +0 26 45.4
 LX5215;SPC CT       -   672,894.07  1,184,784.92   sFT  0.99999100   +0 26 45.4
 LX5215;SPC NY L     -   128,276.063   460,996.261   MT  1.00002649   +1 15 27.0
 LX5215;SPC NY L     -   420,852.38  1,512,451.90   sFT  1.00002649   +1 15 27.0
 LX5215;UTM  18      - 4,576,833.621   744,665.885   MT  1.00033677   +1 55 48.3
 LX5215;UTM  19      - 4,577,282.209   242,366.711   MT  1.00041695   -2 01 56.9
 LX5215
 LX5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5215!SPC CT       -   1.00000486  x   0.99999100  =   0.99999586
 LX5215!SPC NY L     -   1.00000486  x   1.00002649  =   1.00003135
 LX5215!UTM  18      -   1.00000486  x   1.00033677  =   1.00034163
 LX5215!UTM  19      -   1.00000486  x   1.00041695  =   1.00042181
 LX5215
 LX5215:                Primary Azimuth Mark                     Grid Az
 LX5215:SPC CT       -  MARQUARDT                                011 37 28.2
 LX5215:SPC NY L     -  MARQUARDT                                010 48 46.6
 LX5215:UTM  18      -  MARQUARDT                                010 08 25.3
 LX5215:UTM  19      -  MARQUARDT                                014 06 10.5
 LX5215
 LX5215|---------------------------------------------------------------------|
 LX5215| PID    Reference Object                     Distance      Geod. Az  |
 LX5215|                                                           dddmmss.s |
 LX5215| LX0171 MARQUARDT                           APPROX. 5.8 KM 0120413.6 |
 LX5215| LX5277 ST JOHNS CHURCH TOWER               APPROX. 7.1 KM 1330614.6 |
 LX5215| LX5278 EPISCOPAL CHURCH TOWER              APPROX. 7.3 KM 1332910.2 |
 LX5215| LX5255 FORT WRIGHT SILVER TANK             APPROX. 6.6 KM 1443459.1 |
 LX5215|---------------------------------------------------------------------|
 LX5215
 LX5215                          SUPERSEDED SURVEY CONTROL
 LX5215
 LX5215  NAD 83(1992)-  41 18 21.14307(N)    072 04 38.77979(W) AD(       ) 2
 LX5215  NAD 83(1986)-  41 18 21.14424(N)    072 04 38.78561(W) AD(       ) 2
 LX5215  NAD 27      -  41 18 20.79169(N)    072 04 40.51232(W) AD(       ) 2
 LX5215
 LX5215.Superseded values are not recommended for survey control.
 LX5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5215.See file dsdata.txt to determine how the superseded data were derived.
 LX5215
 LX5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4466676834(NAD 83)
 LX5215_MARKER: 13 = LIGHTHOUSE
 LX5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5215+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 LX5215
 LX5215  HISTORY     - Date     Condition        Report By
 LX5215  HISTORY     - 1932     FIRST OBSERVED   CGS
 LX5215  HISTORY     - 1934     GOOD             CGS
 LX5215  HISTORY     - 1940     GOOD             CGS
 LX5215  HISTORY     - 1943     GOOD             CGS
 LX5215  HISTORY     - 1954     GOOD             CGS
 LX5215  HISTORY     - 1973     GOOD             NGS
 LX5215  HISTORY     - 1974     GOOD             NGS
 LX5215  HISTORY     - 1984     GOOD             USPSQD
 LX5215  HISTORY     - 1989     GOOD             USPSQD
 LX5215  HISTORY     - 20011003 GOOD             USPSQD
 LX5215  HISTORY     - 20030522 GOOD             USPSQD
 LX5215
 LX5215                          STATION DESCRIPTION
 LX5215
 LX5215'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX5215'AN INTERSECTION STATION.  THE STATION IS MARKED BY THE FINIAL ON
 LX5215'TOP THE BALL.
 LX5215
 LX5215                          STATION RECOVERY (1934)
 LX5215
 LX5215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5215'THE STATION WAS RECOVERED AS DESCRIBED AND USED AS A MAIN SCHEME
 LX5215'STATION.  THE LANTERN WAS USED AS A TARGET AND WAS OCCUPIED
 LX5215'ECCENTRICALLY.
 LX5215
 LX5215                          STATION RECOVERY (1940)
 LX5215
 LX5215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (PLB)
 LX5215'THIS IS THE LIGHTHOUSE ON THE W SIDE OF THE SW LEDGE, AT THE E SIDE
 LX5215'OF THE ENTRANCE TO NEW LONDON HARBOR, IN LONG ISLAND SOUND.  IT IS
 LX5215'A RED BRICK DWELLING ON A SQUARE PIER.  THE LIGHT IS 58 FT. ABOVE
 LX5215'THE WATER AND GIVES THREE WHITE FLASHES AND ONE RED FLASH
 LX5215'ALTERNATELY EVERY 30 SECONDS.  THE FINIAL OVER THE LIGHT WAS
 LX5215'OBSERVED UPON.
 LX5215'
 LX5215'THIS IS AN INTERSECTION STATION.
 LX5215
 LX5215                          STATION RECOVERY (1943)
 LX5215
 LX5215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5215'STATION WAS RECOVERED AS DESCRIBED, EXCEPT THAT AN OBSERVATION
 LX5215'CABIN HAS BEEN BUILT OVER THE DOME.  THE TOP OF THE DOME IS STILL
 LX5215'VISIBLE AND IS THE POINT OBSERVED UPON.  A NEW DESCRIPTION
 LX5215'FOLLOWS--
 LX5215'
 LX5215'THE LIGHTHOUSE IS LOCATED ON THE W SIDE OF SOUTHWEST LEDGE, AT THE
 LX5215'E SIDE OF THE ENTRANCE TO NEW LONDON HARBOR, IN FISHERS SOUND.  IT
 LX5215'IS A RED BRICK DWELLING ON A SQUARE PIER.  THE LIGHT IS 58
 LX5215'FT. ABOVE THE WATER, AND THE FINIAL OVER THE LIGHT WAS OBSERVED
 LX5215'UPON.
 LX5215
 LX5215                          STATION RECOVERY (1954)
 LX5215
 LX5215'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5215'RECOVERED IN GOOD CONDITION.
 LX5215'
 LX5215'THIS IS LIGHT NO. 736 IN THE 1954 EDITION OF COMPLETE LIST OF
 LX5215'LIGHTS AND OTHER MARINE AIDS, ATLANTIC COAST OF THE UNITED STATES AS
 LX5215'PUBLISHED BY THE U.S. COAST GUARD.
 LX5215'
 LX5215'IT IS THE LIGHT ATOP A RED-BRICK DWELLING ON A SQUARE PIER.
 LX5215
 LX5215                          STATION RECOVERY (1973)
 LX5215
 LX5215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (ARB)
 LX5215'STATION RECOVERED IN GOOD CONDITION.
 LX5215
 LX5215                          STATION RECOVERY (1974)
 LX5215
 LX5215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LX5215'NEW LONDON LEDGE LIGHTHOUSE WAS RECOVERED AS DESCRIBED.
 LX5215'
 LX5215'THE POINT INTERSECTED WAS THE APEX OF THE LIGHTHOUSE.  THE
 LX5215'OVER-ALL HEIGHT IS 58 FEET.
 LX5215
 LX5215                          STATION RECOVERY (1984)
 LX5215
 LX5215'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5215'NEW LONDON LEDGE LIGHTHOUSE RECOVERED GOOD.
 LX5215'
 LX5215'STATION RECOVERED AS DESCRIBED.
 LX5215
 LX5215                          STATION RECOVERY (1989)
 LX5215
 LX5215'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5215'RECOVERED IN GOOD CONDITION.
 LX5215
 LX5215                          STATION RECOVERY (2001)
 LX5215
 LX5215'RECOVERY NOTE BY US POWER SQUADRON 2001 (BWR)
 LX5215'FOUND IN GOOD CONDITION
 LX5215
 LX5215                          STATION RECOVERY (2003)
 LX5215
 LX5215'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX5215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5243 ***********************************************************************
 LX5243  DESIGNATION -  NEW LONDON SECOND CONG CHURCH
 LX5243  PID         -  LX5243
 LX5243  STATE/COUNTY-  CT/NEW LONDON
 LX5243  USGS QUAD   -  NEW LONDON (1984)
 LX5243
 LX5243                         *CURRENT SURVEY CONTROL
 LX5243  ___________________________________________________________________
 LX5243* NAD 83(1996)-  41 21 26.15811(N)    072 06 04.75143(W)     ADJUSTED  
 LX5243* NAVD 88     -                                                        
 LX5243  ___________________________________________________________________
 LX5243  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 LX5243  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5243
 LX5243  HORZ ORDER  -  THIRD
 LX5243
 LX5243.The horizontal coordinates were established by classical geodetic methods
 LX5243.and adjusted by the National Geodetic Survey in August 1998..
 LX5243
 LX5243
 LX5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5243
 LX5243.The geoid height was determined by GEOID03.
 LX5243
 LX5243;                    North         East     Units Scale Factor Converg.
 LX5243;SPC CT       -   210,790.706   359,080.504   MT  0.99998786   +0 25 48.4
 LX5243;SPC CT       -   691,569.17  1,178,083.29   sFT  0.99998786   +0 25 48.4
 LX5243;UTM  18      - 4,582,472.872   742,475.634   MT  1.00032363   +1 54 58.5
 LX5243
 LX5243                          SUPERSEDED SURVEY CONTROL
 LX5243
 LX5243  NAD 83(1992)-  41 21 26.15700(N)    072 06 04.75057(W) AD(       ) 4
 LX5243  NAD 83(1986)-  41 21 26.15777(N)    072 06 04.75546(W) AD(       ) 4
 LX5243  NAD 27      -  41 21 25.81100(N)    072 06 06.48000(W) AD(       ) 3
 LX5243
 LX5243.Superseded values are not recommended for survey control.
 LX5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5243.See file dsdata.txt to determine how the superseded data were derived.
 LX5243
 LX5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4247682473(NAD 83)
 LX5243_MARKER: 90 = CHURCH SPIRE
 LX5243
 LX5243  HISTORY     - Date     Condition        Report By
 LX5243  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5243  HISTORY     - 1960     GOOD             CGS
 LX5243  HISTORY     - 1984     GOOD             USPSQD
 LX5243  HISTORY     - 1989     GOOD             USPSQD
 LX5243
 LX5243                          STATION DESCRIPTION
 LX5243
 LX5243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5243'THE SECOND CONGREGATIONAL CHURCH IS IN THE V FORMED BY THE
 LX5243'INTERSECTION OF BROAD AND FEDERAL STREETS AND IS W OF THE
 LX5243'BUSINESS DISTRICT OF NEW LONDON.  THE CHURCH IS A STONE MASONRY
 LX5243'STRUCTURE ERECTED IN 1868.  THE SPIRE IS ALSO STONE MASONRY AND
 LX5243'IS AT THE SOUTHWESTERLY CORNER OF THE CHRUCH.  IT HAS A SQUARE
 LX5243'BASE WITH A CLOCK FACE IN EACH SIDE.  ABOVE THE CLOCK FACES THE
 LX5243'SPIRE IS OCTAGONAL WITH A GILDED CROSS AT THE TOP.
 LX5243'
 LX5243'THE STATION IS THE BASE OF THE CROSS.  HEIGHT ABOUT 150 FEET
 LX5243'ABOVE GROUND.
 LX5243
 LX5243                          STATION RECOVERY (1960)
 LX5243
 LX5243'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5243'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX5243
 LX5243                          STATION RECOVERY (1984)
 LX5243
 LX5243'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5243'NEW LONDON 2ND CONGREGATIONAL CHURCH SPIRE RECOVERED GOOD.
 LX5243'
 LX5243'STATION RECOVERED AS DESCRIBED.
 LX5243
 LX5243                          STATION RECOVERY (1989)
 LX5243
 LX5243'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5224 ***********************************************************************
 LX5224  DESIGNATION -  NEW LONDON SHIP CO STACK
 LX5224  PID         -  LX5224
 LX5224  STATE/COUNTY-  CT/NEW LONDON
 LX5224  USGS QUAD   -  NEW LONDON (1984)
 LX5224
 LX5224                         *CURRENT SURVEY CONTROL
 LX5224  ___________________________________________________________________
 LX5224* NAD 83(1996)-  41 20 45.16861(N)    072 04 48.52078(W)     ADJUSTED  
 LX5224* NAVD 88     -                                                        
 LX5224  ___________________________________________________________________
 LX5224  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 LX5224  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5224
 LX5224  HORZ ORDER  -  THIRD
 LX5224
 LX5224.The horizontal coordinates were established by classical geodetic methods
 LX5224.and adjusted by the National Geodetic Survey in August 1998..
 LX5224
 LX5224
 LX5224.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5224
 LX5224.The geoid height was determined by GEOID03.
 LX5224
 LX5224;                    North         East     Units Scale Factor Converg.
 LX5224;SPC CT       -   209,539.744   360,862.156   MT  0.99998848   +0 26 39.0
 LX5224;SPC CT       -   687,464.98  1,183,928.59   sFT  0.99998848   +0 26 39.0
 LX5224;SPC NY L     -   132,713.316   460,672.357   MT  1.00003229   +1 15 20.7
 LX5224;SPC NY L     -   435,410.27  1,511,389.22   sFT  1.00003229   +1 15 20.7
 LX5224;UTM  18      - 4,581,268.119   744,289.744   MT  1.00033450   +1 55 47.3
 LX5224;UTM  19      - 4,581,732.463   242,298.029   MT  1.00041738   -2 02 09.1
 LX5224
 LX5224                          SUPERSEDED SURVEY CONTROL
 LX5224
 LX5224  NAD 83(1992)-  41 20 45.16773(N)    072 04 48.51985(W) AD(       ) 4
 LX5224  NAD 83(1986)-  41 20 45.16710(N)    072 04 48.52500(W) AD(       ) 4
 LX5224  NAD 27      -  41 20 44.81000(N)    072 04 50.25000(W) AD(       ) 3
 LX5224
 LX5224.Superseded values are not recommended for survey control.
 LX5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5224.See file dsdata.txt to determine how the superseded data were derived.
 LX5224
 LX5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4429081268(NAD 83)
 LX5224_MARKER: 63 = STACK
 LX5224
 LX5224  HISTORY     - Date     Condition        Report By
 LX5224  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5224  HISTORY     - 1954     GOOD             CGS
 LX5224  HISTORY     - 1960     GOOD             CGS
 LX5224  HISTORY     - 1984     GOOD             USPSQD
 LX5224  HISTORY     - 20020125 MARK NOT FOUND   USPSQD
 LX5224
 LX5224                          STATION DESCRIPTION
 LX5224
 LX5224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5224'THE STACK OF THE NEW LONDON SHIP AND ENGINE COMPANY LOCATED ON
 LX5224'THE E BANK OF THE THAMES RIVER JUST S OF THE INTERSECTION OF
 LX5224'THE BOSTON POST ROAD AND EASTERN POINT ROAD IS ON THE E SIDE OF
 LX5224'THE FACTORY BUILDING NEAR THE N END AND JUST S OF THE WAYS.  IT
 LX5224'IS MADE OF YELLOW BRICK AND IS THE ONLY STACK AT THE PLANT.
 LX5224'
 LX5224'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT
 LX5224'125 FEET.
 LX5224
 LX5224                          STATION RECOVERY (1954)
 LX5224
 LX5224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5224'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LX5224'ADEQUATE AND COMPLETE, EXCEPT THAT THIS IS NOW PART OF THE
 LX5224'PROPERTY OF THE ELECTRIC BOAT DIVISION OF GENERAL DYNAMICS
 LX5224'CORPORATION.
 LX5224
 LX5224                          STATION RECOVERY (1960)
 LX5224
 LX5224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5224'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED S. OF
 LX5224'THE INTERSECTION OF EASTERN PT. RD. AND POQUONOCK AVE.  THE
 LX5224'REST OF THE PREVIOUS DESCRIPTIONS ARE ADEQUATE.
 LX5224
 LX5224                          STATION RECOVERY (1984)
 LX5224
 LX5224'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5224'NEW LONDON SHIP COMPANY STACK RECOVERED GOOD.
 LX5224'
 LX5224'STATION RECOVERED IN GOOD CONDITION.
 LX5224
 LX5224                          STATION RECOVERY (2002)
 LX5224
 LX5224'RECOVERY NOTE BY US POWER SQUADRON 2002 (BW)
 LX5224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5354 ***********************************************************************
 LX5354  DESIGNATION -  NEW LONDON SNETC MICROWAVE
 LX5354  PID         -  LX5354
 LX5354  STATE/COUNTY-  CT/NEW LONDON
 LX5354  USGS QUAD   -  NEW LONDON (1984)
 LX5354
 LX5354                         *CURRENT SURVEY CONTROL
 LX5354  ___________________________________________________________________
 LX5354* NAD 83(1996)-  41 21 13.95971(N)    072 05 52.35793(W)     ADJUSTED  
 LX5354* NAVD 88     -                                                        
 LX5354  ___________________________________________________________________
 LX5354  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 LX5354  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5354
 LX5354  HORZ ORDER  -  THIRD
 LX5354
 LX5354.The horizontal coordinates were established by classical geodetic methods
 LX5354.and adjusted by the National Geodetic Survey in August 1998..
 LX5354
 LX5354
 LX5354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5354
 LX5354.The geoid height was determined by GEOID03.
 LX5354
 LX5354;                    North         East     Units Scale Factor Converg.
 LX5354;SPC CT       -   210,416.567   359,371.410   MT  0.99998804   +0 25 56.6
 LX5354;SPC CT       -   690,341.69  1,179,037.70   sFT  0.99998804   +0 25 56.6
 LX5354;UTM  18      - 4,582,106.279   742,776.246   MT  1.00032543   +1 55 06.2
 LX5354
 LX5354                          SUPERSEDED SURVEY CONTROL
 LX5354
 LX5354  NAD 83(1992)-  41 21 13.95857(N)    072 05 52.35711(W) AD(       ) 4
 LX5354  NAD 83(1986)-  41 21 13.95952(N)    072 05 52.36170(W) AD(       ) 4
 LX5354  NAD 27      -  41 21 13.61270(N)    072 05 54.08649(W) AD(       ) 3
 LX5354
 LX5354.Superseded values are not recommended for survey control.
 LX5354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5354.See file dsdata.txt to determine how the superseded data were derived.
 LX5354
 LX5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4277682106(NAD 83)
 LX5354_MARKER: 45 = MICROWAVE TOWER
 LX5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5354+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5354
 LX5354  HISTORY     - Date     Condition        Report By
 LX5354  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5354  HISTORY     - 19910406 GOOD             USPSQD
 LX5354  HISTORY     - 20010408 GOOD             INDIV
 LX5354
 LX5354                          STATION DESCRIPTION
 LX5354
 LX5354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5354'THE STATION IS A LIGHT AT THE TOP OF THE NEW LONDON SOUTHERN
 LX5354'NEW ENGLAND TELEPHONE COMPANY MICROWAVE TOWER WHICH IS ON THE
 LX5354'TOP OF A BUILDING HOUSING THE OFFICES OF THE SOUTHERN NEW
 LX5354'ENGLAND TELEPHONE COMPANY.  THE HEIGHT TO THE TOP OF THIS TOWER
 LX5354'IS ABOUT 210 FT.  THIS BUILDING IS LOCATED IN THE DOWNTOWN
 LX5354'AREA OF THE CITY OF NEW LONDON, CONNECTICUT.  THE STREET
 LX5354'ADDRESS IS 26 WASHINGTON STREET, NEW LONDON, CONNECTICUT,
 LX5354'06320.
 LX5354'
 LX5354'FOR FURTHER INFORMATION, CONTACT FRANK A. PETERSON, EASTERN
 LX5354'AREA BUILDING SUPERINTENDENT, P.O. BOX 90, NEW LONDON,
 LX5354'CONNECTICUT, 06320.  PHONE--443-8024 (BUSINESS) OR 739-8971
 LX5354'(RESIDENCE).
 LX5354
 LX5354                          STATION RECOVERY (1991)
 LX5354
 LX5354'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5354'RECOVERED IN GOOD CONDITION.
 LX5354
 LX5354                          STATION RECOVERY (2001)
 LX5354
 LX5354'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RMS)
 LX5354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5356 ***********************************************************************
 LX5356  DESIGNATION -  NEW LONDON USCG CHAPEL SPIRE
 LX5356  PID         -  LX5356
 LX5356  STATE/COUNTY-  CT/NEW LONDON
 LX5356  USGS QUAD   -  NEW LONDON (1984)
 LX5356
 LX5356                         *CURRENT SURVEY CONTROL
 LX5356  ___________________________________________________________________
 LX5356* NAD 83(1996)-  41 22 12.98833(N)    072 06 04.25734(W)     ADJUSTED  
 LX5356* NAVD 88     -                                                        
 LX5356  ___________________________________________________________________
 LX5356  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LX5356  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX5356
 LX5356  HORZ ORDER  -  THIRD
 LX5356
 LX5356.The horizontal coordinates were established by classical geodetic methods
 LX5356.and adjusted by the National Geodetic Survey in August 1998..
 LX5356
 LX5356
 LX5356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5356
 LX5356.The geoid height was determined by GEOID03.
 LX5356
 LX5356;                    North         East     Units Scale Factor Converg.
 LX5356;SPC CT       -   212,235.458   359,081.141   MT  0.99998719   +0 25 48.7
 LX5356;SPC CT       -   696,309.17  1,178,085.38   sFT  0.99998719   +0 25 48.7
 LX5356;UTM  18      - 4,583,917.639   742,438.783   MT  1.00032341   +1 55 00.6
 LX5356
 LX5356                          SUPERSEDED SURVEY CONTROL
 LX5356
 LX5356  NAD 83(1992)-  41 22 12.98720(N)    072 06 04.25655(W) AD(       ) 4
 LX5356  NAD 83(1986)-  41 22 12.98812(N)    072 06 04.26081(W) AD(       ) 4
 LX5356  NAD 27      -  41 22 12.64138(N)    072 06 05.98429(W) AD(       ) 3
 LX5356
 LX5356.Superseded values are not recommended for survey control.
 LX5356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5356.See file dsdata.txt to determine how the superseded data were derived.
 LX5356
 LX5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4243983918(NAD 83)
 LX5356_MARKER: 90 = CHURCH SPIRE
 LX5356
 LX5356  HISTORY     - Date     Condition        Report By
 LX5356  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5356
 LX5356                          STATION DESCRIPTION
 LX5356
 LX5356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5356'THE STATION IS THE BALL ATOP THE SPIRE OF THE UNITED STATES
 LX5356'COAST GUARD MEMORIAL CHAPEL.  THE CHAPEL BUILDING IS BRICK.  THE
 LX5356'SPIRE IS PAINTED WHITE AND IS ABOUT 80 FEET HIGH.
 LX5356'
 LX5356'THE STATION IS ON THE HIGHEST HILL INSIDE THE COAST GUARD
 LX5356'ACADEMY GROUNDS IN NEW LONDON, CONNECTICUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7094 ***********************************************************************
 LX7094  DESIGNATION -  NEWINGTON CT PWR AND LT CO
 LX7094  PID         -  LX7094
 LX7094  STATE/COUNTY-  CT/HARTFORD
 LX7094  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7094
 LX7094                         *CURRENT SURVEY CONTROL
 LX7094  ___________________________________________________________________
 LX7094* NAD 83(1996)-  41 38 59.19381(N)    072 43 33.30360(W)     ADJUSTED  
 LX7094* NAVD 88     -                                                        
 LX7094  ___________________________________________________________________
 LX7094  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 LX7094  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX7094
 LX7094  HORZ ORDER  -  THIRD
 LX7094
 LX7094.The horizontal coordinates were established by classical geodetic methods
 LX7094.and adjusted by the National Geodetic Survey in August 1998..
 LX7094
 LX7094
 LX7094.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7094
 LX7094.The geoid height was determined by GEOID03.
 LX7094
 LX7094;                    North         East     Units Scale Factor Converg.
 LX7094;SPC CT       -   243,073.960   306,806.723   MT  0.99998519   +0 00 57.5
 LX7094;SPC CT       -   797,485.15  1,006,581.72   sFT  0.99998519   +0 00 57.5
 LX7094;UTM  18      - 4,613,390.660   689,369.146   MT  1.00004132   +1 30 42.3
 LX7094
 LX7094                          SUPERSEDED SURVEY CONTROL
 LX7094
 LX7094  NAD 83(1996)-  41 38 59.19330(N)    072 43 33.30365(W) AD(       ) 4
 LX7094  NAD 83(1992)-  41 38 59.19338(N)    072 43 33.30369(W) AD(       ) 4
 LX7094  NAD 83(1992)-  41 38 59.19503(N)    072 43 33.30546(W) AD(       ) 4
 LX7094  NAD 83(1986)-  41 38 59.19522(N)    072 43 33.30543(W) AD(       ) 4
 LX7094  NAD 27      -  41 38 58.82934(N)    072 43 34.95920(W) AD(       ) 3
 LX7094
 LX7094.Superseded values are not recommended for survey control.
 LX7094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7094.See file dsdata.txt to determine how the superseded data were derived.
 LX7094
 LX7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8936913391(NAD 83)
 LX7094_MARKER: Z = SEE DESCRIPTION
 LX7094_SETTING: 0 = UNSPECIFIED SETTING
 LX7094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7094
 LX7094  HISTORY     - Date     Condition        Report By
 LX7094  HISTORY     - 1978     MONUMENTED       NGS
 LX7094
 LX7094                          STATION DESCRIPTION
 LX7094
 LX7094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7094'THE STATION IS THE BALL ATOP THE NEWINGTON CONNECTICUT POWER
 LX7094'AND LIGHT COMPANY CUPOLA. IT IS A DARK BALL ATOP A WHITE
 LX7094'CUPOLA THAT IS ATTACHED TO A RED BRICK BUILDING AND IS
 LX7094'APPROXIMATELY 75 FEET IN HEIGHT.
 LX7094'THE BUILDING IS OWNED BY THE CONNECTICUT POWER
 LX7094'AND LIGHT COMPANY.
 LX7094'
 LX7094'IT IS LOCATED 0.15 MILE SOUTHEAST OF THE JUNCTION OF U.S.
 LX7094'HIGHWAY 5 AND STATE HIGHWAY 15 AND WEBSTER STREET WHICH IS
 LX7094'JUST SOUTH OF NEWINGTON.
 LX7094'
 LX7094'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7095 ***********************************************************************
 LX7095  DESIGNATION -  NEWINGTON RAD STA WRYM MAST
 LX7095  PID         -  LX7095
 LX7095  STATE/COUNTY-  CT/HARTFORD
 LX7095  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7095
 LX7095                         *CURRENT SURVEY CONTROL
 LX7095  ___________________________________________________________________
 LX7095* NAD 83(1996)-  41 41 10.57161(N)    072 43 45.52266(W)     ADJUSTED  
 LX7095* NAVD 88     -                                                        
 LX7095  ___________________________________________________________________
 LX7095  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX7095  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX7095
 LX7095  HORZ ORDER  -  THIRD
 LX7095
 LX7095.The horizontal coordinates were established by classical geodetic methods
 LX7095.and adjusted by the National Geodetic Survey in August 1998..
 LX7095
 LX7095
 LX7095.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7095
 LX7095.The geoid height was determined by GEOID03.
 LX7095
 LX7095;                    North         East     Units Scale Factor Converg.
 LX7095;SPC CT       -   247,127.084   306,523.009   MT  0.99998668   +0 00 49.4
 LX7095;SPC CT       -   810,782.77  1,005,650.91   sFT  0.99998668   +0 00 49.4
 LX7095;UTM  18      - 4,617,435.214   688,979.670   MT  1.00003950   +1 30 38.1
 LX7095
 LX7095                          SUPERSEDED SURVEY CONTROL
 LX7095
 LX7095  NAD 83(1996)-  41 41 10.57114(N)    072 43 45.52270(W) AD(       ) 4
 LX7095  NAD 83(1992)-  41 41 10.57135(N)    072 43 45.52277(W) AD(       ) 4
 LX7095  NAD 83(1992)-  41 41 10.57276(N)    072 43 45.52441(W) AD(       ) 4
 LX7095  NAD 83(1986)-  41 41 10.57287(N)    072 43 45.52441(W) AD(       ) 4
 LX7095  NAD 27      -  41 41 10.20849(N)    072 43 47.17885(W) AD(       ) 3
 LX7095
 LX7095.Superseded values are not recommended for survey control.
 LX7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7095.See file dsdata.txt to determine how the superseded data were derived.
 LX7095
 LX7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8898017435(NAD 83)
 LX7095_MARKER: Z = SEE DESCRIPTION
 LX7095_SETTING: 0 = UNSPECIFIED SETTING
 LX7095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7095
 LX7095  HISTORY     - Date     Condition        Report By
 LX7095  HISTORY     - 1978     MONUMENTED       NGS
 LX7095
 LX7095                          STATION DESCRIPTION
 LX7095
 LX7095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7095'THE STATION IS TOP CENTER OR RED LIGHT ATOP THE NEWINGTON
 LX7095'RADIO STATION WRYM MAST AND IS OWNED BY RADIO STATION WRYM.
 LX7095'IT IS A GUYED TRIANGULAR SHAPED MAST PAINTED IN ALTERNATE
 LX7095'SECTIONS OF RED AND WHITE AND IS APPROXIMATELY 255 FEET
 LX7095'IN HEIGHT.
 LX7095'
 LX7095'IT IS LOCATED 0.15 MILE NORTH OF ROBBIN AVENUE, STATE HIGHWAY
 LX7095'173 AND WILLARD AVENUE IN NEWINGTON.
 LX7095'
 LX7095'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5409 ***********************************************************************
 LX5409  DESIGNATION -  NEWTONS CHIMNEY
 LX5409  PID         -  LX5409
 LX5409  STATE/COUNTY-  CT/NEW LONDON
 LX5409  USGS QUAD   -  NIANTIC (1983)
 LX5409
 LX5409                         *CURRENT SURVEY CONTROL
 LX5409  ___________________________________________________________________
 LX5409* NAD 83(1996)-  41 18 47.77116(N)    072 08 49.26306(W)     ADJUSTED  
 LX5409* NAVD 88     -                                                        
 LX5409  ___________________________________________________________________
 LX5409  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LX5409  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX5409
 LX5409  HORZ ORDER  -  THIRD
 LX5409
 LX5409.The horizontal coordinates were established by classical geodetic methods
 LX5409.and adjusted by the National Geodetic Survey in August 1998..
 LX5409
 LX5409
 LX5409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5409
 LX5409.The geoid height was determined by GEOID03.
 LX5409
 LX5409;                    North         East     Units Scale Factor Converg.
 LX5409;SPC CT       -   205,876.929   355,290.800   MT  0.99999050   +0 23 59.3
 LX5409;SPC CT       -   675,447.89  1,165,649.90   sFT  0.99999050   +0 23 59.3
 LX5409;SPC NY L     -   128,971.774   455,153.237   MT  1.00002753   +1 12 43.2
 LX5409;SPC NY L     -   423,134.90  1,493,281.91   sFT  1.00002753   +1 12 43.2
 LX5409;UTM  18      - 4,577,460.891   738,813.389   MT  1.00030194   +1 53 03.7
 LX5409
 LX5409                          SUPERSEDED SURVEY CONTROL
 LX5409
 LX5409  NAD 83(1992)-  41 18 47.76999(N)    072 08 49.26233(W) AD(       ) 4
 LX5409  NAD 83(1986)-  41 18 47.77156(N)    072 08 49.26715(W) AD(       ) 4
 LX5409  NAD 27      -  41 18 47.43000(N)    072 08 50.99000(W) AD(       ) 3
 LX5409
 LX5409.Superseded values are not recommended for survey control.
 LX5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5409.See file dsdata.txt to determine how the superseded data were derived.
 LX5409
 LX5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3881377461(NAD 83)
 LX5409_MARKER: 85 = CHIMNEY
 LX5409
 LX5409  HISTORY     - Date     Condition        Report By
 LX5409  HISTORY     - 1932     FIRST OBSERVED   CGS
 LX5409  HISTORY     - 1954     GOOD             CGS
 LX5409  HISTORY     - 1984     GOOD             USPSQD
 LX5409
 LX5409                          STATION DESCRIPTION
 LX5409
 LX5409'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (GCM)
 LX5409'THE TWO-STORY SHINGLE COTTAGE IS W OF THE ROAD ALONG THE SHORE TO
 LX5409'OCEAN BEACH AND E OF THE LONG SAND SPIT IN INDIAN COVE.  THERE IS A
 LX5409'SMALL ROCK GARDEN IN FRONT OF THE HOUSE, WITH TWO FIR TREES NEAR
 LX5409'THE ROAD AND A PINE TREE AT EACH CORNER OF THE YARD.  THE
 LX5409'FIELD-STONE CHINMEY IS AT THE CENTER OF THE HOUSE.
 LX5409'
 LX5409'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT 25
 LX5409'FEET.
 LX5409
 LX5409                          STATION RECOVERY (1954)
 LX5409
 LX5409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5409'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS
 LX5409'ADEQUATE AND COMPLETE.
 LX5409
 LX5409                          STATION RECOVERY (1984)
 LX5409
 LX5409'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5409'NEWTONS CHIMNEY 1932 STATION RECOVERED IN GOOD CONDITION
 LX5409'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3810 ***********************************************************************
 LX3810  DESIGNATION -  NEWTOWN
 LX3810  PID         -  LX3810
 LX3810  STATE/COUNTY-  CT/FAIRFIELD
 LX3810  USGS QUAD   -  NEWTOWN (1984)
 LX3810
 LX3810                         *CURRENT SURVEY CONTROL
 LX3810  ___________________________________________________________________
 LX3810* NAD 83(1996)-  41 24 45.47259(N)    073 19 23.03029(W)     ADJUSTED  
 LX3810* NAVD 88     -       232.29   (+/-2cm)     762.1    (feet)  VERTCON   
 LX3810  ___________________________________________________________________
 LX3810  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LX3810  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX3810
 LX3810  HORZ ORDER  -  FIRST
 LX3810  VERT ORDER  -  THIRD (See Below)
 LX3810
 LX3810.The horizontal coordinates were established by classical geodetic methods
 LX3810.and adjusted by the National Geodetic Survey in August 1998..
 LX3810
 LX3810.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3810.The vertical order pertains to the NGVD 29 superseded value.
 LX3810
 LX3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3810
 LX3810.The geoid height was determined by GEOID03.
 LX3810
 LX3810;                    North         East     Units Scale Factor Converg.
 LX3810;SPC CT       -   216,894.685   256,888.763   MT  0.99998536   -0 22 47.9
 LX3810;SPC CT       -   711,595.31    842,809.22   sFT  0.99998536   -0 22 47.9
 LX3810;UTM  18      - 4,585,921.585   640,152.213   MT  0.99984174   +1 06 34.0
 LX3810
 LX3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3810!SPC CT       -   0.99996821  x   0.99998536  =   0.99995357
 LX3810!UTM  18      -   0.99996821  x   0.99984174  =   0.99980995
 LX3810
 LX3810:                Primary Azimuth Mark                     Grid Az
 LX3810:SPC CT       -  SOUTHBURY ST TRAINING SCH TANK           018 01 19.8
 LX3810:UTM  18      -  SOUTHBURY ST TRAINING SCH TANK           016 31 57.9
 LX3810
 LX3810|---------------------------------------------------------------------|
 LX3810| PID    Reference Object                     Distance      Geod. Az  |
 LX3810|                                                           dddmmss.s |
 LX3810| LX3596 SOUTHBURY ST TRAINING SCH TANK      APPROX.10.9 KM 0173831.9 |
 LX3810| CB4803 NEWTOWN RM 1                         55.419 METERS 02726     |
 LX3810| LX3822 DANBURY BROADVIEW TOWN FARM TK      APPROX. 9.9 KM 2662628.4 |
 LX3810| CB4804 NEWTOWN RM 2                         38.286 METERS 27356     |
 LX3810| LX3818 DANBURY US BUR OF PRISONS TANK      APPROX.12.3 KM 2820323.3 |
 LX3810| CB4802 NEWTOWN AZ MK                                      2992522.0 |
 LX3810|---------------------------------------------------------------------|
 LX3810
 LX3810                          SUPERSEDED SURVEY CONTROL
 LX3810
 LX3810  NAD 83(1992)-  41 24 45.47220(N)    073 19 23.03013(W) AD(       ) 1
 LX3810  NAD 83(1986)-  41 24 45.47403(N)    073 19 23.03202(W) AD(       ) 1
 LX3810  NAD 27      -  41 24 45.13107(N)    073 19 24.60956(W) AD(       ) 1
 LX3810  NGVD 29 (10/23/89)  232.57   (m)          763.0    (f) LEVELING    3  
 LX3810
 LX3810.Superseded values are not recommended for survey control.
 LX3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3810.See file dsdata.txt to determine how the superseded data were derived.
 LX3810
 LX3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4015285922(NAD 83)
 LX3810_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3810
 LX3810  HISTORY     - Date     Condition        Report By
 LX3810  HISTORY     - 1942     MONUMENTED       CGS
 LX3810  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3810  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3810  HISTORY     - 1983     GOOD             NGS
 LX3810  HISTORY     - 1989     GOOD             USPSQD
 LX3810
 LX3810                          STATION DESCRIPTION
 LX3810
 LX3810'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3810'STATION IS LOCATED ABOUT 0.75 MILE W OF THE TOWN OF NEWTOWN AND
 LX3810'7.0 MILES E OF DANBURY.  THE MARK IS ON THE SAME GROUNDS WITH THE
 LX3810'NEWTOWN CITY RESERVOIR WHICH IS ABOUT 0.2 MILE S OF U.S. HIGHWAY
 LX3810'6.  THE BRONZE DISK IS SET IN A DRILL HOLE IN A LARGE STRIP OF
 LX3810'ROCK OUTCROP, 61.5 FEET W OF A N-S FENCE LINE AND 10.0 FEET N
 LX3810'OF AN E-W FENCE LINE.  THE DISK IS STAMPED NEWTOWN 1942.
 LX3810'
 LX3810'REFERENCE MARK NO.1 IS 181.82 FEET NE OF THE STATION AND 36.0
 LX3810'FEET NW OF A WIRE GATE LEADING INTO THE RESERVOIR.  THE BRONZE
 LX3810'DISK IS SET IN A DRILL HOLE IN ROCK OUTCROP AND IS STAMPED
 LX3810'NEWTOWN NO.1 1942.
 LX3810'
 LX3810'REFERENCE MARK NO.2 IS 125.61 FEET W OF THE STATION AND 51.0
 LX3810'FEET W OF A FENCE CORNER AT THE NW CORNER OF THE RESERVOIR
 LX3810'TANK.  THE BRONZE DISK IS SET IN A DRILL HOLE IN ROCK OUTCROP
 LX3810'AND IS STAMPED NEWTOWN NO.2 1942.
 LX3810'
 LX3810'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 LX3810'NOTE 11A.
 LX3810'
 LX3810'THE AZIMUTH MARK IS APPROXIMATELY 1.0 MILE NW OF THE STATION,
 LX3810'ABOUT 50 YARDS S OF U.S. HIGHWAY 6, 65.5 FEET E OF POWER-LINE
 LX3810'POLE NO. 1387, 34.0 FEET S OF A MACADAM DRIVEWAY AND 2.2 FEET W OF
 LX3810'A STANDARD REFERENCE POST.  THE DISK IS STAMPED NEWTOWN 1942.
 LX3810'
 LX3810'TO REACH THE STATION FROM THE FLAGPOLE IN THE CENTER OF
 LX3810'U.S. HIGHWAY 6 IN NEWTOWN GO NORTHWESTERLY ON U.S. HIGHWAY 6 FOR
 LX3810'0.9 MILE TO A TRACK ROAD LEFT, *TURN LEFT ON THE TRACK ROAD FOR
 LX3810'0.15 MILE TO A WIRE GATE ON THE RIGHT, PASS THROUGH THE GATE THEN
 LX3810'SWING LEFT TO THE BASE OF THE MOUND AT THE NE CORNER OF THE
 LX3810'RESERVOIR AND STATION IN A LARGE STRIP OF OUTCROPPING BEDROCK.
 LX3810'
 LX3810'*FROM THIS POINT CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 6 FOR
 LX3810'0.8 MILE TO A MACADAM DRIVEWAY LEFT, TURN LEFT FOR ABOUT 50 YARDS
 LX3810'TO THE MARK ON THE LEFT JUST S OF A GATE INTO A CULTIVATED FIELD.
 LX3810'
 LX3810'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LX3810
 LX3810                          STATION RECOVERY (1960)
 LX3810
 LX3810'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3810'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN EXCELLENT
 LX3810'CONDITION AS DESCRIBED.  THE FOLLOWING CORRECTIONS AND CHANGES
 LX3810'ARE NOTED--
 LX3810'
 LX3810'STATION MARK--THE N-S FENCE LINE IS GONE.  E-W FENCE LINE WIRE
 LX3810'IS RUSTED AWAY AND A FEW OLD ROTTED LEANING POSTS REMAIN ON LINE.
 LX3810'
 LX3810'R.M. 1--WIRE GATE GONE, BUT HOLLOW STEEL POST REMAINS AT N END
 LX3810'OF OPEN GATEWAY.  MARK IS ABOUT 12 FEET S OF CENTER LINE OF LEFT
 LX3810'CURVING GRASS ROAD LEADING TO MOUND.  STATION CANNOT BE SEEN DUE TO
 LX3810'INTERVENING TREES.
 LX3810'
 LX3810'R.M. 2--FENCE CORNER IS GONE.
 LX3810'
 LX3810'AZ. MK--REFERENCE POST NOT FOUND, BUT SHOULD BE UNDER HEAVY GRASS
 LX3810'TURF.
 LX3810'
 LX3810'STATION IS NOW ABOUT 45 FEET N OF NE CORNER OF THE RESERVOIR
 LX3810'TANK AND ABOUT ON LINE WITH THE E FACE OF TANK PROJECTED NORTHWARD
 LX3810'AND IS ALSO ABOUT 21 FEET S OF A SMALL 12-FOOT SQUARE WOODEN SHED
 LX3810'WHICH N OF NE CORNER OF TANK.
 LX3810
 LX3810                          STATION RECOVERY (1972)
 LX3810
 LX3810'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX3810'NEWTON 1942 EXCELLENT
 LX3810'
 LX3810'NEWTOWN NO. 1 1942 EXCELLENT
 LX3810'
 LX3810'NEWTOWN NO. 1 1942 EXCELLENT
 LX3810'
 LX3810'AZIMUTH MARK NOT FOUND
 LX3810'
 LX3810'STATION IS 22.5 FEET SOUTHWEST OF SOUTHEAST CORNER OF 12 FT. X
 LX3810'12 FT. FRAME PUMP HOUSE.  7.5 FEET EAST OF 6 IN ASH.  66.5 FEET
 LX3810'NORTHEAST OF NORTHWEST CORNER OF WIRE FENCE AROUND WATER TANK AND
 LX3810'39 FEET NORTHWEST OF NORTHEAST CORNER OF SAME FENCE.
 LX3810'
 LX3810'RM 1 IS 98.5 FEET SOUTHWEST OF CL AND P POLE 3025.  45 FEET
 LX3810'WEST OF RESERVOIR ROAD CENTERLINE AND 12.5 FEET SOUTHEAST OF
 LX3810'CENTERLINE OF GRAVEL DRIVE.
 LX3810'
 LX3810'RM 2 IS 82 FEET NORTHWEST OF NORTHWEST CORNER OF FENCE AROUND
 LX3810'WATER TANK.
 LX3810'
 LX3810'TO REACH FROM THE INTERSECTION OF CONN. 25 AND CONN. 6 AT THE
 LX3810'FLAGPOLE IN THE CENTER OF NEWTOWN, GO NORTHWEST ON CONN. 6 AND 25
 LX3810'FOR 0.9 MILE TO RESERVOIR ROAD ON LEFT.  THEN GO SOUTH ON
 LX3810'RESERVOIR ROAD FOR 0.15 MILE TO A GRAVEL DRIVE RIGHT AND CL AND P
 LX3810'POLE 3025 ON THE LEFT.  TAKE RIGHT AND FOLLOW DRIVE SOUTHWESTERLY
 LX3810'FOR ABOUT 200 FEET TO BASE OF WATER TANK MOUND AND STATION.
 LX3810
 LX3810                          STATION RECOVERY (1983)
 LX3810
 LX3810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3810'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED
 LX3810'IN GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LX3810'NOT RECOVERED.  A REFERENCE MARK 3 WAS ESTABLISHED TO BUILD THE
 LX3810'TOWER OVER.  A TAPED TRAVERSE TIE WAS MADE TO IT.  THE REFERENCE
 LX3810'MARK 3 IS ON PRIVATE PROPERTY, NOT THE GENERAL WATER WORKS
 LX3810'PROPERTY AS THIS STATION IS ON.
 LX3810'OWNERSHIP--GENERAL WATER WORKS ATLANTIC REGION, 25 COMMERCE
 LX3810'ROAD, NEWTOWN CT 06470, PHONE 203-426-5883.
 LX3810'
 LX3810'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) EAST OF
 LX3810'DANBURY, 2.4 KM (1.5 MI) EAST-SOUTHEAST OF HAWLEYVILLE,
 LX3810'1.6 KM (1.0 MI) SOUTH OF INTERSTATE HIGHWAY 84, 1.2 KM
 LX3810'(0.75 MI) WEST-NORTHWEST OF NEWTOWN AND NEAR THE NEWTOWN
 LX3810'RESERVOIR.
 LX3810'
 LX3810'TO REACH THE STATION FROM THE NEWTOWN TOWN HALL, GO NORTH
 LX3810'ON STATE HIGHWAY 25 AND U.S. HIGHWAY 6 FOR 1.3 KM (0.8 MI) TO
 LX3810'A NARROW PAVED ROAD LEFT, JUST PAST THE CREST OF HILL.  TURN
 LX3810'LEFT AND GO SOUTH ON RESERVOIR ROAD FOR 0.2 KM (0.15 MI)
 LX3810'TO A GATE ON RIGHT JUST PAST THE LAST HOUSE.  TURN RIGHT AND
 LX3810'PASS THROUGH THE GATE GOING SOUTHWEST ON THE TRACK ROAD FOR
 LX3810'0.1 KM (0.05 MI) TO THE STATION ON LEFT, A CONCRETE
 LX3810'RESERVOIR IS PAST THE STATION.
 LX3810'
 LX3810'THE STATION IS A STANDARD NGS DISK
 LX3810'STAMPED---NEWTOWN 1942---,
 LX3810'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3810'17.4 METERS (57.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 LX3810'TRACK ROAD,
 LX3810'12.8 METERS (42.0 FT) SOUTHEAST FROM A WELL PIPE,
 LX3810'2.74 METERS (9.0 FT) WEST FROM A CEDAR TREE 15 CM IN DIAMETER AND
 LX3810'2.3 METERS (7.5 FT) EAST FROM A GUM TREE 30 CM IN DIAMETER.
 LX3810'
 LX3810'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3810'STAMPED---NEWTOWN NO 1 1942---,
 LX3810'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3810'13.1 METERS (43.0 FT) WEST FROM THE APPROXIMATE CENTER OF A
 LX3810'GRAVEL ROAD,
 LX3810'7.9 METERS (26.0 FT) WEST FROM A MULTI-TRUNKED TREE AND
 LX3810'4.0 METERS (13.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A TRACK
 LX3810'ROAD.
 LX3810'MARK IS BELOW STATION 1.0 METER.
 LX3810'
 LX3810'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METER.
 LX3810'
 LX3810'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
 LX3810
 LX3810                          STATION RECOVERY (1989)
 LX3810
 LX3810'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7447 ***********************************************************************
 LX7447  DESIGNATION -  NEWTOWN RM 3
 LX7447  PID         -  LX7447
 LX7447  STATE/COUNTY-  CT/FAIRFIELD
 LX7447  USGS QUAD   -  NEWTOWN (1984)
 LX7447
 LX7447                         *CURRENT SURVEY CONTROL
 LX7447  ___________________________________________________________________
 LX7447* NAD 83(1996)-  41 24 45.67734(N)    073 19 24.10864(W)     ADJUSTED  
 LX7447* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 LX7447  ___________________________________________________________________
 LX7447  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 LX7447  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX7447
 LX7447  HORZ ORDER  -  FIRST
 LX7447
 LX7447.The horizontal coordinates were established by classical geodetic methods
 LX7447.and adjusted by the National Geodetic Survey in August 1998..
 LX7447
 LX7447.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7447
 LX7447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7447
 LX7447.The geoid height was determined by GEOID03.
 LX7447
 LX7447;                    North         East     Units Scale Factor Converg.
 LX7447;SPC CT       -   216,901.167   256,863.762   MT  0.99998536   -0 22 48.6
 LX7447;SPC CT       -   711,616.58    842,727.19   sFT  0.99998536   -0 22 48.6
 LX7447;UTM  18      - 4,585,927.415   640,127.055   MT  0.99984165   +1 06 33.3
 LX7447
 LX7447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7447!SPC CT       -   0.99996845  x   0.99998536  =   0.99995381
 LX7447!UTM  18      -   0.99996845  x   0.99984165  =   0.99981010
 LX7447
 LX7447                          SUPERSEDED SURVEY CONTROL
 LX7447
 LX7447  NAD 83(1992)-  41 24 45.67693(N)    073 19 24.10838(W) AD(       ) 1
 LX7447  NAD 83(1986)-  41 24 45.67875(N)    073 19 24.11021(W) AD(       ) 1
 LX7447  NAD 83(1986)-  41 24 45.67876(N)    073 19 24.11025(W) AD(       ) 1
 LX7447  NGVD 29 (10/23/89)  231.0    (m)          758.     (f) VERT ANG       
 LX7447
 LX7447.Superseded values are not recommended for survey control.
 LX7447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7447.See file dsdata.txt to determine how the superseded data were derived.
 LX7447
 LX7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4012785927(NAD 83)
 LX7447_MARKER: DR = REFERENCE MARK DISK
 LX7447_SETTING: 66 = SET IN ROCK OUTCROP
 LX7447_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LX7447_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7447+STABILITY: POSITION/ELEVATION WELL
 LX7447
 LX7447  HISTORY     - Date     Condition        Report By
 LX7447  HISTORY     - 1983     MONUMENTED       NGS
 LX7447
 LX7447                          STATION DESCRIPTION
 LX7447
 LX7447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7447'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) EAST OF
 LX7447'DANBURY, 2.4 KM (1.5 MI) EAST-SOUTHEAST OF HAWLEYVILLE,
 LX7447'1.6 KM (1.0 MI) SOUTH OF INTERSTATE HIGHWAY 84, 1.2 KM
 LX7447'(0.75 MI) WEST-NORTHWEST OF NEWTOWN AND NEAR THE NEWTOWN
 LX7447'RESERVOIR.
 LX7447'OWNERSHIP--MR RICHARD F GRETSCH, 44 CASTLE HILL ROAD,
 LX7447'NEWTOWN CT 06470.
 LX7447'
 LX7447'TO REACH THE STATION FROM THE NEWTOWN TOWN HALL, GO NORTH
 LX7447'ON STATE HIGHWAY 25 AND U.S. HIGHWAY 6 FOR 1.3 KM (0.8 MI) TO A
 LX7447'NARROW PAVED ROAD LEFT, JUST PAST THE CREST OF HILL.  TURN
 LX7447'LEFT AND GO SOUTH ON RESERVOIR ROAD FOR 0.2 KM (0.15 MI)
 LX7447'TO A GATE ON RIGHT JUST PAST THE LAST HOUSE.  TURN RIGHT AND
 LX7447'PASS THROUGH THE GATE GOING SOUTHWEST ON THE TRACK ROAD FOR
 LX7447'0.1 KM (0.05 MI) TO THE STATION ON RIGHT, A CONCRETE
 LX7447'RESERVOIR IS PAST THE STATION.
 LX7447'
 LX7447'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7447'STAMPED---NEWTOWN 1942 NO 3 1983---,
 LX7447'SET INTO BEDROCK 25 CM BELOW GROUND.  IT IS LOCATED
 LX7447'13.1 METERS (43.0 FT) WEST-NORTHWEST FROM A WELL PIPE,
 LX7447'9.6 METERS (31.5 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 LX7447'OF A METAL MANHOLE COVER,
 LX7447'7.9 METERS (26.0 FT) NORTHEAST FROM A MULTI-TRUNKED TREE,
 LX7447'5.9 METERS (19.5 FT) SOUTH-SOUTHWEST FROM A CEDAR TREE 25 CM IN
 LX7447'DIAMETER AND
 LX7447'4.0 METERS (13.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A
 LX7447'TRACK ROAD.
 LX7447'
 LX7447'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7447'STAMPED---NEWTOWN NO 1 1942---,
 LX7447'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7447'13.1 METERS (43.0 FT) WEST FROM THE APPROXIMATE CENTER OF A
 LX7447'GRAVEL ROAD,
 LX7447'7.9 METERS (26.0 FT) WEST FROM THE MULTI-TRUNKED TREE,
 LX7447'4.0 METERS (13.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF
 LX7447'A TRACK ROAD.
 LX7447'MARK IS BELOW STATION 0.5 METERS.
 LX7447'
 LX7447'NEWTOWN 1942 IS A STANDARD NGS DISK
 LX7447'STAMPED---NEWTOWN 1942---,
 LX7447'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7447'17.4 METERS (57.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER
 LX7447'OF A TRACK ROAD,
 LX7447'12.8 METERS (42.0 FT) SOUTHEAST FROM THE WELL PIPE,
 LX7447'2.74 METERS (9.0 FT) WEST FROM A CEDAR TREE 15 CM IN DIAMETER AND
 LX7447'2.3 METERS (7.5 FT) EAST FROM A GUM TREE 30 CM IN DIAMETER.
 LX7447'MARK IS ABOVE STATION 0.5 METER.
 LX7447'
 LX7447'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.1 METERS.
 LX7447'
 LX7447'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7447'
 LX7447'A TAPE TRAVERSE TIE WAS MADE TO NEWTOWN 1942.
 LX7447'NOTE, THIS STATION IS ON PRIVATE PROPERTY, NOT WATER COMPANY
 LX7447'PROPERTY AS IS STATION NEWTOWN 1942.
 LX7447'
 LX7447'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5471 ***********************************************************************
 LX5471  DESIGNATION -  NIANTIC
 LX5471  PID         -  LX5471
 LX5471  STATE/COUNTY-  CT/NEW LONDON
 LX5471  USGS QUAD   -  NIANTIC (1983)
 LX5471
 LX5471                         *CURRENT SURVEY CONTROL
 LX5471  ___________________________________________________________________
 LX5471* NAD 83(1996)-  41 19 12.33884(N)    072 10 38.03735(W)     ADJUSTED  
 LX5471* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5471  ___________________________________________________________________
 LX5471  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LX5471  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX5471
 LX5471  HORZ ORDER  -  SECOND
 LX5471
 LX5471.The horizontal coordinates were established by classical geodetic methods
 LX5471.and adjusted by the National Geodetic Survey in August 1998..
 LX5471
 LX5471.The orthometric height was scaled from a topographic map.
 LX5471
 LX5471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5471
 LX5471.The geoid height was determined by GEOID03.
 LX5471
 LX5471;                    North         East     Units Scale Factor Converg.
 LX5471;SPC CT       -   206,617.606   352,755.782   MT  0.99999005   +0 22 47.2
 LX5471;SPC CT       -   677,877.93  1,157,332.93   sFT  0.99999005   +0 22 47.2
 LX5471;SPC NY L     -   129,676.463   452,607.877   MT  1.00002850   +1 11 32.1
 LX5471;SPC NY L     -   425,446.86  1,484,931.01   sFT  1.00002850   +1 11 32.1
 LX5471;UTM  18      - 4,578,135.842   736,259.254   MT  1.00028700   +1 51 52.7
 LX5471
 LX5471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5471!SPC CT       -   1.00000484  x   0.99999005  =   0.99999489
 LX5471!SPC NY L     -   1.00000484  x   1.00002850  =   1.00003334
 LX5471!UTM  18      -   1.00000484  x   1.00028700  =   1.00029185
 LX5471
 LX5471:                Primary Azimuth Mark                     Grid Az
 LX5471:SPC CT       -  BARN CUPOLA                              045 51 41.3
 LX5471:SPC NY L     -  BARN CUPOLA                              045 02 56.4
 LX5471:UTM  18      -  BARN CUPOLA                              044 22 35.8
 LX5471
 LX5471|---------------------------------------------------------------------|
 LX5471| PID    Reference Object                     Distance      Geod. Az  |
 LX5471|                                                           dddmmss.s |
 LX5471| LX5503 BARN CUPOLA                         APPROX. 1.0 KM 0461428.5 |
 LX5471| CZ6867 NIANTIC RM 1                          3.950 METERS 05317     |
 LX5471| LX5479 MILLSTONE POINT WEST CHIMNEY        APPROX. 1.5 KM 1504154.1 |
 LX5471| CZ6868 NIANTIC RM 2                          6.180 METERS 15327     |
 LX5471| LX5436 MAC INTOSH CHIMNEY                  APPROX. 3.2 KM 2273700.9 |
 LX5471| LX5437 CRESCENT PARK HOUSE CHIMNEY         APPROX. 2.4 KM 2422336.0 |
 LX5471| LX5435 CRESCENT BEACH DANCEHALL TOWER      APPROX. 2.7 KM 2552355.6 |
 LX5471| LX5445 WIGWAM ROCK                         APPROX. 1.6 KM 2572410.9 |
 LX5471| LX5469 CONSTANTINE                         APPROX. 0.6 KM 3583354.8 |
 LX5471|---------------------------------------------------------------------|
 LX5471
 LX5471                          SUPERSEDED SURVEY CONTROL
 LX5471
 LX5471  NAD 83(1992)-  41 19 12.33769(N)    072 10 38.03669(W) AD(       ) 2
 LX5471  NAD 83(1986)-  41 19 12.33933(N)    072 10 38.04132(W) AD(       ) 2
 LX5471  NAD 27      -  41 19 11.99400(N)    072 10 39.76500(W) AD(       ) 2
 LX5471
 LX5471.Superseded values are not recommended for survey control.
 LX5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5471.See file dsdata.txt to determine how the superseded data were derived.
 LX5471
 LX5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3625978136(NAD 83)
 LX5471_MARKER: DS = TRIANGULATION STATION DISK
 LX5471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5471+STABILITY: SURFACE MOTION
 LX5471
 LX5471  HISTORY     - Date     Condition        Report By
 LX5471  HISTORY     - 1934     MONUMENTED       CGS
 LX5471  HISTORY     - 1939     MARK NOT FOUND   USE
 LX5471  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5471
 LX5471                          STATION DESCRIPTION
 LX5471
 LX5471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5471'THE STATION IS LOCATED ON THE E SIDE OF THE NIANTIC RIVER IN AN
 LX5471'OPEN FIELD ABOUT 190 METERS S OF THE NEW YORK, NEW HAVEN AND
 LX5471'HARTFORD RAILROAD BRIDGE, WHERE IT CROSSES THE RIVER, AND IS ON
 LX5471'THE GARDNER ESTATE.  IT IS MARKED BY A STANDARD DISC SET IN THE
 LX5471'TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST SET FLUSH WITH THE
 LX5471'GROUND AND ABOUT 3 METERS ABOVE HIGH WATER LEVEL.  THE BANK AT
 LX5471'THIS POINT SHOWS SIGNS OF RAPID EROSION.  THE SUB-SURFACE MARK
 LX5471'IS A STANDARD DISC SET IN AN IRREGULAR MASS OF CONCRETE BELOW
 LX5471'THE BASE OF THE SURFACE MARK.
 LX5471'
 LX5471'SURFACE, UNDERGROUND AND REFERENCE MARKS NO.1 AND NO.2 ARE
 LX5471'STANDARD BRONZE DISCS SET IN CONCRETE.
 LX5471'
 LX5471'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN THE TOPS
 LX5471'OF 12- BY 12- BY 30-INCH CONCRETE POSTS FLUSH WITH THE GROUND
 LX5471'AND NE AND SE OF THE STATION RESPECTIVELY.
 LX5471
 LX5471                          STATION RECOVERY (1939)
 LX5471
 LX5471'RECOVERY NOTE BY US ENGINEERS 1939
 LX5471'STATION AND REFERENCE MARKS DESTROYED BY STORM WAVE ACCOMPANYING
 LX5471'THE HURRICANE OF SEPTEMBER 1938.
 LX5471
 LX5471                          STATION RECOVERY (1954)
 LX5471
 LX5471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5471'LOST.  THE AREA WAS SEARCHED, BUT NONE OF THE MARKS WERE
 LX5471'FOUND.  CONSIDERABLE EROSION IS IN EVIDENCE, AND IT IS BELIEVED
 LX5471'ALL MARKS HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5441 ***********************************************************************
 LX5441  DESIGNATION -  NIANTIC BAPTIST CHURCH TOWER
 LX5441  PID         -  LX5441
 LX5441  STATE/COUNTY-  CT/NEW LONDON
 LX5441  USGS QUAD   -  NIANTIC (1983)
 LX5441
 LX5441                         *CURRENT SURVEY CONTROL
 LX5441  ___________________________________________________________________
 LX5441* NAD 83(1996)-  41 19 20.32567(N)    072 12 00.36373(W)     ADJUSTED  
 LX5441* NAVD 88     -                                                        
 LX5441  ___________________________________________________________________
 LX5441  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX5441  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5441
 LX5441  HORZ ORDER  -  THIRD
 LX5441
 LX5441.The horizontal coordinates were established by classical geodetic methods
 LX5441.and adjusted by the National Geodetic Survey in August 1998..
 LX5441
 LX5441
 LX5441.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5441
 LX5441.The geoid height was determined by GEOID03.
 LX5441
 LX5441;                    North         East     Units Scale Factor Converg.
 LX5441;SPC CT       -   206,851.555   350,839.571   MT  0.99998991   +0 21 52.6
 LX5441;SPC CT       -   678,645.48  1,151,046.16   sFT  0.99998991   +0 21 52.6
 LX5441;SPC NY L     -   129,883.221   450,688.468   MT  1.00002882   +1 10 38.2
 LX5441;SPC NY L     -   426,125.20  1,478,633.75   sFT  1.00002882   +1 10 38.2
 LX5441;UTM  18      - 4,578,320.110   734,337.065   MT  1.00027587   +1 50 58.5
 LX5441
 LX5441                          SUPERSEDED SURVEY CONTROL
 LX5441
 LX5441  NAD 83(1992)-  41 19 20.32453(N)    072 12 00.36310(W) AD(       ) 4
 LX5441  NAD 83(1986)-  41 19 20.32625(N)    072 12 00.36762(W) AD(       ) 4
 LX5441  NAD 27      -  41 19 19.98000(N)    072 12 02.09000(W) AD(       ) 3
 LX5441
 LX5441.Superseded values are not recommended for survey control.
 LX5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5441.See file dsdata.txt to determine how the superseded data were derived.
 LX5441
 LX5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3433778320(NAD 83)
 LX5441_MARKER: 55 = TOWER
 LX5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5441+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2000
 LX5441
 LX5441  HISTORY     - Date     Condition        Report By
 LX5441  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5441  HISTORY     - 1954     GOOD             CGS
 LX5441  HISTORY     - 1983     GOOD             USPSQD
 LX5441  HISTORY     - 1989     GOOD             USPSQD
 LX5441  HISTORY     - 19991226 GOOD             USPSQD
 LX5441  HISTORY     - 20000407 GOOD             USPSQD
 LX5441
 LX5441                          STATION DESCRIPTION
 LX5441
 LX5441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5441'THE NIANTIC BAPTIST CHURCH IS LOCATED ON THE N SIDE OF MAIN
 LX5441'STREET ON THE FIRST HILL W OF THE CENTER OF THE VILLAGE.  IT IS A
 LX5441'NARROW WHITE FRAME BUILDING WITH A GABLE ROOF.  THE TOWER IS SQUARE
 LX5441'AND IN TWO SECTIONS.  THE STATION IS THE CENTER LINE OF THE
 LX5441'TOWER.  HEIGHT ABOUT 50 FEET.
 LX5441
 LX5441                          STATION RECOVERY (1954)
 LX5441
 LX5441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5441'STATION RECOVERED AS DESCRIBED.  THE PUBLISHED DESCRIPTION IS
 LX5441'ADEQUATE.
 LX5441
 LX5441                          STATION RECOVERY (1983)
 LX5441
 LX5441'RECOVERY NOTE BY US POWER SQUADRON 1983 (HJW)
 LX5441'STATION RECOVERED AS DESCRIBED.  ITS IN EXCELLENT CONDITION.
 LX5441
 LX5441                          STATION RECOVERY (1989)
 LX5441
 LX5441'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5441'RECOVERED IN GOOD CONDITION.
 LX5441
 LX5441                          STATION RECOVERY (1999)
 LX5441
 LX5441'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5441'RECOVERED IN GOOD CONDITION.
 LX5441
 LX5441                          STATION RECOVERY (2000)
 LX5441
 LX5441'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5450 ***********************************************************************
 LX5450  DESIGNATION -  NIANTIC FLAGPOLE
 LX5450  PID         -  LX5450
 LX5450  STATE/COUNTY-  CT/NEW LONDON
 LX5450  USGS QUAD   -  NIANTIC (1983)
 LX5450
 LX5450                         *CURRENT SURVEY CONTROL
 LX5450  ___________________________________________________________________
 LX5450* NAD 83(1996)-  41 19 25.87366(N)    072 11 32.09327(W)     ADJUSTED  
 LX5450* NAVD 88     -                                                        
 LX5450  ___________________________________________________________________
 LX5450  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 LX5450  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5450
 LX5450  HORZ ORDER  -  THIRD
 LX5450
 LX5450.The horizontal coordinates were established by classical geodetic methods
 LX5450.and adjusted by the National Geodetic Survey in August 1998..
 LX5450
 LX5450
 LX5450.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5450
 LX5450.The geoid height was determined by GEOID03.
 LX5450
 LX5450;                    North         East     Units Scale Factor Converg.
 LX5450;SPC CT       -   207,026.919   351,495.923   MT  0.99998981   +0 22 11.4
 LX5450;SPC CT       -   679,220.82  1,153,199.54   sFT  0.99998981   +0 22 11.4
 LX5450;SPC NY L     -   130,067.884   451,342.292   MT  1.00002904   +1 10 56.7
 LX5450;SPC NY L     -   426,731.05  1,480,778.84   sFT  1.00002904   +1 10 56.7
 LX5450;UTM  18      - 4,578,512.480   734,988.839   MT  1.00027963   +1 51 17.4
 LX5450
 LX5450                          SUPERSEDED SURVEY CONTROL
 LX5450
 LX5450  NAD 83(1992)-  41 19 25.87250(N)    072 11 32.09263(W) AD(       ) 4
 LX5450  NAD 83(1986)-  41 19 25.87423(N)    072 11 32.09719(W) AD(       ) 4
 LX5450  NAD 27      -  41 19 25.53000(N)    072 11 33.82400(W) AD(       ) 3
 LX5450
 LX5450.Superseded values are not recommended for survey control.
 LX5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5450.See file dsdata.txt to determine how the superseded data were derived.
 LX5450
 LX5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3498978512(NAD 83)
 LX5450_MARKER: 62 = FLAGPOLE
 LX5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5450+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5450
 LX5450  HISTORY     - Date     Condition        Report By
 LX5450  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5450  HISTORY     - 1968     GOOD             CGS
 LX5450  HISTORY     - 1983     GOOD             USPSQD
 LX5450  HISTORY     - 1989     GOOD             USPSQD
 LX5450  HISTORY     - 19991226 GOOD             USPSQD
 LX5450  HISTORY     - 20000407 GOOD             USPSQD
 LX5450  HISTORY     - 20010408 GOOD             USPSQD
 LX5450
 LX5450                          STATION DESCRIPTION
 LX5450
 LX5450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5450'THE FLAGPOLE IS LOCATED NEAR THE N END OF THE SMALL PARK ON THE W
 LX5450'SIDE OF PENNSYLVANIA AVENUE AND N OF MAIN STREET IN THE VILLAGE OF
 LX5450'NIANTIC.  IT IS ABOUT 10 FEET NORTHWESTERLY OF THE CONCRETE WALK
 LX5450'THAT RUNS DIAGONALLY ACROSS THE PARK.  THE POLE IS ABOUT 15 INCHES
 LX5450'IN DIAMETER AND IS SET IN A CIRCULAR CONCRETE BASE THAT IS FLUSH
 LX5450'WITH THE GROUND.  THE POLE IS IN TWO SECTIONS, THE TOP SECTION
 LX5450'OVERLAPPING ON THE E SIDE OF THE BOTTOM SECTION.  THE STATION
 LX5450'IS THE CENTER LINE OF THE POLE AT THE TOP.  HEIGHT ABOUT 75 FEET.
 LX5450
 LX5450                          STATION RECOVERY (1968)
 LX5450
 LX5450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5450'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5450
 LX5450                          STATION RECOVERY (1983)
 LX5450
 LX5450'RECOVERY NOTE BY US POWER SQUADRON 1983 (HJW)
 LX5450'RECOVERED AS DESCRIBED BY G.C.M. IN 1934 EXCELLENT CONDITION.
 LX5450
 LX5450                          STATION RECOVERY (1989)
 LX5450
 LX5450'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5450'RECOVERED IN GOOD CONDITION.
 LX5450
 LX5450                          STATION RECOVERY (1999)
 LX5450
 LX5450'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5450'RECOVERED IN GOOD CONDITION.
 LX5450
 LX5450                          STATION RECOVERY (2000)
 LX5450
 LX5450'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5450'RECOVERED IN GOOD CONDITION.
 LX5450
 LX5450                          STATION RECOVERY (2001)
 LX5450
 LX5450'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5511 ***********************************************************************
 LX5511  DESIGNATION -  NIANTIC MIL TANK
 LX5511  PID         -  LX5511
 LX5511  STATE/COUNTY-  CT/NEW LONDON
 LX5511  USGS QUAD   -  NIANTIC (1983)
 LX5511
 LX5511                         *CURRENT SURVEY CONTROL
 LX5511  ___________________________________________________________________
 LX5511* NAD 83(1996)-  41 20 03.00629(N)    072 11 10.87961(W)     ADJUSTED  
 LX5511* NAVD 88     -                                                        
 LX5511  ___________________________________________________________________
 LX5511  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LX5511  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5511
 LX5511  HORZ ORDER  -  THIRD
 LX5511
 LX5511.The horizontal coordinates were established by classical geodetic methods
 LX5511.and adjusted by the National Geodetic Survey in August 1998..
 LX5511
 LX5511
 LX5511.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5511
 LX5511.The geoid height was determined by GEOID03.
 LX5511
 LX5511;                    North         East     Units Scale Factor Converg.
 LX5511;SPC CT       -   208,175.628   351,981.783   MT  0.99998917   +0 22 25.4
 LX5511;SPC CT       -   682,989.54  1,154,793.57   sFT  0.99998917   +0 22 25.4
 LX5511;UTM  18      - 4,579,673.735   735,444.895   MT  1.00028227   +1 51 32.8
 LX5511
 LX5511                          SUPERSEDED SURVEY CONTROL
 LX5511
 LX5511  NAD 83(1992)-  41 20 03.00518(N)    072 11 10.87893(W) AD(       ) 4
 LX5511  NAD 83(1986)-  41 20 03.00664(N)    072 11 10.88336(W) AD(       ) 4
 LX5511  NAD 27      -  41 20 02.65497(N)    072 11 12.60822(W) AD(       ) 3
 LX5511
 LX5511.Superseded values are not recommended for survey control.
 LX5511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5511.See file dsdata.txt to determine how the superseded data were derived.
 LX5511
 LX5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3544579674(NAD 83)
 LX5511_MARKER: 51 = TANK
 LX5511
 LX5511  HISTORY     - Date     Condition        Report By
 LX5511  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5511  HISTORY     - 19991226 MARK NOT FOUND   USPSQD
 LX5511  HISTORY     - 20000407 MARK NOT FOUND   USPSQD
 LX5511  HISTORY     - 20010408 MARK NOT FOUND   USPSQD
 LX5511
 LX5511                          STATION DESCRIPTION
 LX5511
 LX5511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5511'THE STATION IS THE FINIAL ON TOP OF THE NIANTIC STATE MILITARY
 LX5511'RESERVATION TANK WHICH IS AT THE STATE MILITARY RESERVATION
 LX5511'(CURRENTLY CALLED CAMP GRASSO) WHICH IS LOCATED IN THE TOWN OF
 LX5511'NIANTIC.  THE TANK IS A RED AND WHITE CHECKERED TANK ABOUT 180
 LX5511'FEET TALL.
 LX5511'
 LX5511'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 156
 LX5511'AND 161 IN THE TOWN OF NIANTIC, GO NORTH ON HIGHWAY 161 FOR 0.3
 LX5511'MILE TO THE JUNCTION OF SMITH STREET ON THE RIGHT.  TURN RIGHT
 LX5511'AND GO EAST ON SMITH STREET FOR 0.2 MILE TO THE ENTRANCE TO THE
 LX5511'STATE MILITARY RESERVATION ON THE LEFT.  TURN LEFT, ENTERING
 LX5511'THE MILITARY RESERVATION AND GO NORTH FOLLOWING THE ENTRANCE
 LX5511'ROAD FOR ABOUT 0.5 MILE TO THE TANK OF THE LEFT.
 LX5511
 LX5511                          STATION RECOVERY (1999)
 LX5511
 LX5511'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5511'MARK NOT FOUND.
 LX5511
 LX5511                          STATION RECOVERY (2000)
 LX5511
 LX5511'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5511'NIANTIC MILITARY TANK HAS BEEN DESTROYED.
 LX5511
 LX5511                          STATION RECOVERY (2001)
 LX5511
 LX5511'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5511'THIS TANK HAS BEEN DISMANTLED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5474 ***********************************************************************
 LX5474  DESIGNATION -  NIANTIC RIVER HWY BRIDGE DRAW
 LX5474  PID         -  LX5474
 LX5474  STATE/COUNTY-  CT/NEW LONDON
 LX5474  USGS QUAD   -  NIANTIC (1983)
 LX5474
 LX5474                         *CURRENT SURVEY CONTROL
 LX5474  ___________________________________________________________________
 LX5474* NAD 83(1996)-  41 19 28.10737(N)    072 10 35.19754(W)     ADJUSTED  
 LX5474* NAVD 88     -                                                        
 LX5474  ___________________________________________________________________
 LX5474  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LX5474  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5474
 LX5474  HORZ ORDER  -  THIRD
 LX5474
 LX5474.The horizontal coordinates were established by classical geodetic methods
 LX5474.and adjusted by the National Geodetic Survey in August 1998..
 LX5474
 LX5474
 LX5474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5474
 LX5474.The geoid height was determined by GEOID03.
 LX5474
 LX5474;                    North         East     Units Scale Factor Converg.
 LX5474;SPC CT       -   207,104.488   352,818.598   MT  0.99998977   +0 22 49.1
 LX5474;SPC CT       -   679,475.31  1,157,539.02   sFT  0.99998977   +0 22 49.1
 LX5474;SPC NY L     -   130,164.206   452,663.785   MT  1.00002913   +1 11 33.9
 LX5474;SPC NY L     -   427,047.07  1,485,114.43   sFT  1.00002913   +1 11 33.9
 LX5474;UTM  18      - 4,578,624.334   736,309.447   MT  1.00028730   +1 51 55.1
 LX5474
 LX5474                          SUPERSEDED SURVEY CONTROL
 LX5474
 LX5474  NAD 83(1992)-  41 19 28.10622(N)    072 10 35.19687(W) AD(       ) 4
 LX5474  NAD 83(1986)-  41 19 28.10785(N)    072 10 35.20151(W) AD(       ) 4
 LX5474  NAD 27      -  41 19 27.76400(N)    072 10 36.92600(W) AD(       ) 3
 LX5474
 LX5474.Superseded values are not recommended for survey control.
 LX5474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5474.See file dsdata.txt to determine how the superseded data were derived.
 LX5474
 LX5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3630978624(NAD 83)
 LX5474_MARKER: 14 = NAVIGATION LIGHT
 LX5474
 LX5474  HISTORY     - Date     Condition        Report By
 LX5474  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5474  HISTORY     - 1968     GOOD             CGS
 LX5474  HISTORY     - 1983     GOOD             USPSQD
 LX5474  HISTORY     - 1989     GOOD             USPSQD
 LX5474  HISTORY     - 19991226 MARK NOT FOUND   USPSQD
 LX5474  HISTORY     - 20000407 MARK NOT FOUND   USPSQD
 LX5474  HISTORY     - 20010408 MARK NOT FOUND   USPSQD
 LX5474
 LX5474                          STATION DESCRIPTION
 LX5474
 LX5474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5474'THE HIGHWAY BRIDGE OVER THE NIANTIC RIVER IS SITUATED NEAR THE
 LX5474'MOUTH OF THE RIVER E OF THE VILLAGE OF NIANTIC AND N OF THE
 LX5474'RAILROAD BRIDGE.  THE DRAW SPAN IS A THROUGH TRUSS WITH SLOPING
 LX5474'TOP CHORDS COMING TO A PEAK AT THE CENTER.
 LX5474'
 LX5474'THE STATION IS A LIGHT AT THE APEX OF THE CHORDS AND MIDWAY
 LX5474'BETWEEN THEM.  IT IS ABOUT 40 FEET ABOVE HIGH WATER.
 LX5474
 LX5474                          STATION RECOVERY (1968)
 LX5474
 LX5474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5474'RECOVERED.  THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN
 LX5474'1934.  THE BRIDGE IS A SWING RIDGE.
 LX5474
 LX5474                          STATION RECOVERY (1983)
 LX5474
 LX5474'RECOVERY NOTE BY US POWER SQUADRON 1983 (HJW)
 LX5474'STATION RECOVERED AS DESCRIBED.  THIS STATION MAYBE DESTROYED IF
 LX5474'PLANS FOR THE NEW BRIDGE ARE FULFILLED.
 LX5474
 LX5474                          STATION RECOVERY (1989)
 LX5474
 LX5474'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5474'RECOVERED IN GOOD CONDITION.
 LX5474
 LX5474                          STATION RECOVERY (1999)
 LX5474
 LX5474'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5474'MARK NOT FOUND.
 LX5474
 LX5474                          STATION RECOVERY (2000)
 LX5474
 LX5474'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5474'DESTROYED.  A NEW BRIDGE HAS BEEN BUILT.  THE OLD BRIDGE HAS BEEN
 LX5474'DISMANTLED.  THE STATION NO LONGER EXISTS.
 LX5474
 LX5474                          STATION RECOVERY (2001)
 LX5474
 LX5474'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5474'A NEW BRIDGE HAS BEEN BUILT AT THIS LOCATION.  THE OLD BRIDGE OF THIS
 LX5474'STATION HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5514 ***********************************************************************
 LX5514  DESIGNATION -  NIANTIC ST AGNES CATH CH SPIRE
 LX5514  PID         -  LX5514
 LX5514  STATE/COUNTY-  CT/NEW LONDON
 LX5514  USGS QUAD   -  NIANTIC (1983)
 LX5514
 LX5514                         *CURRENT SURVEY CONTROL
 LX5514  ___________________________________________________________________
 LX5514* NAD 83(1996)-  41 19 15.62129(N)    072 11 57.24960(W)     ADJUSTED  
 LX5514* NAVD 88     -                                                        
 LX5514  ___________________________________________________________________
 LX5514  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LX5514  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5514
 LX5514  HORZ ORDER  -  THIRD
 LX5514
 LX5514.The horizontal coordinates were established by classical geodetic methods
 LX5514.and adjusted by the National Geodetic Survey in August 1998..
 LX5514
 LX5514
 LX5514.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5514
 LX5514.The geoid height was determined by GEOID03.
 LX5514
 LX5514;                    North         East     Units Scale Factor Converg.
 LX5514;SPC CT       -   206,706.890   350,912.919   MT  0.99998999   +0 21 54.7
 LX5514;SPC CT       -   678,170.85  1,151,286.80   sFT  0.99998999   +0 21 54.7
 LX5514;SPC NY L     -   129,739.606   450,763.862   MT  1.00002863   +1 10 40.3
 LX5514;SPC NY L     -   425,654.02  1,478,881.10   sFT  1.00002863   +1 10 40.3
 LX5514;UTM  18      - 4,578,177.354   734,414.158   MT  1.00027631   +1 51 00.4
 LX5514
 LX5514                          SUPERSEDED SURVEY CONTROL
 LX5514
 LX5514  NAD 83(1992)-  41 19 15.62013(N)    072 11 57.24897(W) AD(       ) 4
 LX5514  NAD 83(1986)-  41 19 15.62180(N)    072 11 57.25336(W) AD(       ) 4
 LX5514  NAD 27      -  41 19 15.27068(N)    072 11 58.97791(W) AD(       ) 3
 LX5514
 LX5514.Superseded values are not recommended for survey control.
 LX5514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5514.See file dsdata.txt to determine how the superseded data were derived.
 LX5514
 LX5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3441478177(NAD 83)
 LX5514_MARKER: 90 = CHURCH SPIRE
 LX5514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5514+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2003
 LX5514
 LX5514  HISTORY     - Date     Condition        Report By
 LX5514  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5514  HISTORY     - 19910406 GOOD             USPSQD
 LX5514  HISTORY     - 19991226 GOOD             USPSQD
 LX5514  HISTORY     - 20000407 GOOD             USPSQD
 LX5514  HISTORY     - 20010408 GOOD             USPSQD
 LX5514  HISTORY     - 20030417 GOOD             USPSQD
 LX5514  HISTORY     - 20030421 GOOD             USPSQD
 LX5514
 LX5514                          STATION DESCRIPTION
 LX5514
 LX5514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5514'STATION IS THE BASE OF A CROSS ATOP THE SPIRE OF THE SAINT
 LX5514'AGNES ROMAN CATHOLIC CHURCH.  THE CHURCH IS A BROWN BRICK
 LX5514'BUILDING WITH A BROWN SHINGLED SPIRE WHICH IS ABOUT 50 FEET
 LX5514'HIGH.
 LX5514'
 LX5514'STATION IS LOCATED IN NIANTIC, 0.1 MILE SOUTH OF STATE HIGHWAY
 LX5514'156 (MAIN STREET) AND ON THE WEST SIDE OF HAIGH AVENUE.
 LX5514'
 LX5514'TO REACH THE STATION FROM THE POST OFFICE IN NIANTIC, GO WEST ON
 LX5514'STATE HIGHWAY 156 (MAIN STREET) FOR 0.2 MILE TO THE JUNCTION OF
 LX5514'HAIGH AVENUE ON THE LEFT.  TURN LEFT AND GO SOUTH ON HIAGH AVENUE
 LX5514'FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 LX5514
 LX5514                          STATION RECOVERY (1991)
 LX5514
 LX5514'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5514'RECOVERED IN GOOD CONDITION.
 LX5514
 LX5514                          STATION RECOVERY (1999)
 LX5514
 LX5514'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5514'RECOVERED IN GOOD CONDITION.
 LX5514
 LX5514                          STATION RECOVERY (2000)
 LX5514
 LX5514'RECOVERY NOTE BY US POWER SQUADRON 2000 (RMS)
 LX5514'THE 1975 SHOULD BE AMENDED. HAIGH AVENUE IS NOW ONE-WAY. THE NEXT LEFT
 LX5514'IS COLUMBUS AVENUE.  THE CHURCH IS ON THE LEFT, AS DESCRIBED IN 1975.
 LX5514
 LX5514                          STATION RECOVERY (2001)
 LX5514
 LX5514'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5514'AMEND DESCRIPTION,  HAIGH AVENUE IS ONE-WAY NORTH. THE NEXR LEFT, S,
 LX5514'OFF RTE 156, IS COLUMBUS AVENUE. ST AGNES SPIRE IS EASILY VISIBLE FROM
 LX5514'COLUMBUS AVENUE.
 LX5514
 LX5514                          STATION RECOVERY (2003)
 LX5514
 LX5514'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5514'RECOVERED IN GOOD CONDITION.
 LX5514
 LX5514                          STATION RECOVERY (2003)
 LX5514
 LX5514'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3740 ***********************************************************************
 LX3740  DESIGNATION -  NICK
 LX3740  PID         -  LX3740
 LX3740  STATE/COUNTY-  CT/FAIRFIELD
 LX3740  USGS QUAD   -  BRIDGEPORT (1984)
 LX3740
 LX3740                         *CURRENT SURVEY CONTROL
 LX3740  ___________________________________________________________________
 LX3740* NAD 83(1996)-  41 12 08.72713(N)    073 08 22.25671(W)     ADJUSTED  
 LX3740* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 LX3740  ___________________________________________________________________
 LX3740  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LX3740  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX3740
 LX3740  HORZ ORDER  -  SECOND
 LX3740
 LX3740.The horizontal coordinates were established by classical geodetic methods
 LX3740.and adjusted by the National Geodetic Survey in August 1998..
 LX3740
 LX3740.The orthometric height was scaled from a topographic map.
 LX3740
 LX3740.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3740
 LX3740.The geoid height was determined by GEOID03.
 LX3740
 LX3740;                    North         East     Units Scale Factor Converg.
 LX3740;SPC CT       -   193,464.081   272,129.217   MT  0.99999976   -0 15 29.8
 LX3740;SPC CT       -   634,723.41    892,810.61   sFT  0.99999976   -0 15 29.8
 LX3740;UTM  18      - 4,562,897.109   655,993.566   MT  0.99989949   +1 13 32.8
 LX3740
 LX3740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3740!SPC CT       -   0.99999987  x   0.99999976  =   0.99999963
 LX3740!UTM  18      -   0.99999987  x   0.99989949  =   0.99989936
 LX3740
 LX3740:                Primary Azimuth Mark                     Grid Az
 LX3740:SPC CT       -  SAMMIS                                   018 02 11.8
 LX3740:UTM  18      -  SAMMIS                                   016 33 09.2
 LX3740
 LX3740|---------------------------------------------------------------------|
 LX3740| PID    Reference Object                     Distance      Geod. Az  |
 LX3740|                                                           dddmmss.s |
 LX3740| LX3681 SAMMIS                              APPROX. 5.2 KM 0174642.0 |
 LX3740| CB4805 NICK RM 1                             4.100 METERS 23635     |
 LX3740| LX3754 REMINGTON FIRE TOWER                APPROX. 1.6 KM 2970017.4 |
 LX3740|---------------------------------------------------------------------|
 LX3740
 LX3740                          SUPERSEDED SURVEY CONTROL
 LX3740
 LX3740  NAD 83(1992)-  41 12 08.72593(N)    073 08 22.25627(W) AD(       ) 2
 LX3740  NAD 83(1986)-  41 12 08.73000(N)    073 08 22.26004(W) AD(       ) 2
 LX3740  NAD 27      -  41 12 08.37400(N)    073 08 23.86400(W) AD(       ) 2
 LX3740
 LX3740.Superseded values are not recommended for survey control.
 LX3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3740.See file dsdata.txt to determine how the superseded data were derived.
 LX3740
 LX3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5599462897(NAD 83)
 LX3740
 LX3740  HISTORY     - Date     Condition        Report By
 LX3740  HISTORY     - 1934     MONUMENTED       CGS
 LX3740  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3740  HISTORY     - 1988     POOR             USPSQD
 LX3740
 LX3740                          STATION DESCRIPTION
 LX3740
 LX3740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3740'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE TAR AND
 LX3740'GRAVEL ROOF OF THE NICHOLS SCHOOL IN THE TOWN OF
 LX3740'STRATFORD.  REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A
 LX3740'DRILL HOLE IN THE COPING OF THE CENTER OF THE FRONT PARAPET
 LX3740'ABOUT 50 FEET ABOVE THE GROUND.
 LX3740'
 LX3740'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX3740
 LX3740                          STATION RECOVERY (1972)
 LX3740
 LX3740'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3740'NICK 1934 NOT FOUND
 LX3740'
 LX3740'NICK NO. 1 1934 EXCELLENT
 LX3740'
 LX3740'TIES DID NOT AGREE WITH EACH OTHER.  ROOF HAS APPARENTLY BEEN
 LX3740'RESURFACED.  DID NOT WANT TO PUT HOLES IN ROOF.
 LX3740
 LX3740                          STATION RECOVERY (1988)
 LX3740
 LX3740'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3740'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6596 ***********************************************************************
 LX6596  DESIGNATION -  NIEDER
 LX6596  PID         -  LX6596
 LX6596  STATE/COUNTY-  CT/HARTFORD
 LX6596  USGS QUAD   -  MANCHESTER (1992)
 LX6596
 LX6596                         *CURRENT SURVEY CONTROL
 LX6596  ___________________________________________________________________
 LX6596* NAD 83(1996)-  41 51 50.43332(N)    072 31 28.53137(W)     ADJUSTED  
 LX6596* NAVD 88     -       129.1    (meters)     424.     (feet)  VERTCON   
 LX6596  ___________________________________________________________________
 LX6596  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LX6596  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX6596
 LX6596  HORZ ORDER  -  FIRST
 LX6596
 LX6596.The horizontal coordinates were established by classical geodetic methods
 LX6596.and adjusted by the National Geodetic Survey in August 1998..
 LX6596
 LX6596.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6596
 LX6596.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6596
 LX6596.The geoid height was determined by GEOID03.
 LX6596
 LX6596;                    North         East     Units Scale Factor Converg.
 LX6596;SPC CT       -   266,892.457   323,515.514   MT  0.99999973   +0 08 58.1
 LX6596;SPC CT       -   875,629.67  1,061,400.48   sFT  0.99999973   +0 08 58.1
 LX6596;UTM  18      - 4,637,640.346   705,450.412   MT  1.00011943   +1 39 09.3
 LX6596
 LX6596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6596!SPC CT       -   0.99998436  x   0.99999973  =   0.99998409
 LX6596!UTM  18      -   0.99998436  x   1.00011943  =   1.00010379
 LX6596
 LX6596|---------------------------------------------------------------------|
 LX6596| PID    Reference Object                     Distance      Geod. Az  |
 LX6596|                                                           dddmmss.s |
 LX6596| CZ6869 NIEDER RM 1                          18.082 METERS 05334     |
 LX6596| CZ6870 NIEDER RM 2                          22.069 METERS 29549     |
 LX6596| LX6551 APOTHECARIES                        APPROX. 4.5 KM 3311619.6 |
 LX6596|---------------------------------------------------------------------|
 LX6596
 LX6596                          SUPERSEDED SURVEY CONTROL
 LX6596
 LX6596  NAD 83(1996)-  41 51 50.43302(N)    072 31 28.53143(W) AD(       ) 1
 LX6596  NAD 83(1992)-  41 51 50.43340(N)    072 31 28.53181(W) AD(       ) 1
 LX6596  NAD 83(1992)-  41 51 50.43408(N)    072 31 28.53240(W) AD(       ) 1
 LX6596  NAD 83(1986)-  41 51 50.43480(N)    072 31 28.53257(W) AD(       ) 1
 LX6596  NAD 27      -  41 51 50.08095(N)    072 31 30.22198(W) AD(       ) 1
 LX6596  NGVD 29 (07/19/86)  129.3    (m)          424.     (f) VERT ANG       
 LX6596
 LX6596.Superseded values are not recommended for survey control.
 LX6596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6596.See file dsdata.txt to determine how the superseded data were derived.
 LX6596
 LX6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0545037640(NAD 83)
 LX6596_MARKER: DS = TRIANGULATION STATION DISK
 LX6596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6596+STABILITY: SURFACE MOTION
 LX6596
 LX6596  HISTORY     - Date     Condition        Report By
 LX6596  HISTORY     - 1979     MONUMENTED       NGS
 LX6596
 LX6596                          STATION DESCRIPTION
 LX6596
 LX6596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6596'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTH-SOUTHEAST OF
 LX6596'BROAD BROOK, 3-1/2 MILES NORTHWEST OF VERNON, 3 MILES NORTHEAST
 LX6596'OF SOUTH WINDSOR AND ON PROPERTY OWNED BY TOWN OF SOUTH WINDSOR.
 LX6596'PERMISSION FOR THE STATION SITE FROM MR. PAUL TALBOT, TOWN
 LX6596'MANAGER, (PHONE NUMBER 644-2511).
 LX6596'
 LX6596'TO REACH THE STATION FROM THE JUNCTION OF 30, 74 AND 94 IN
 LX6596'SOUTH WINDSOR, GO NORTHEAST ON STATE HIGHWAY 74 FOR 2.2 MILES
 LX6596'TO A CROSSROAD.  TURN LEFT AND GO NORTHERLY ON MILLER HILL
 LX6596'ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 LX6596'NORTHERLY ON BARBER HILL ROAD FOR 0.9 MILE TO A PAVED DRIVEWAY
 LX6596'ON THE RIGHT.  TURN RIGHT AND GO UPHILL ON THE DRIVEWAY FOR
 LX6596'ABOUT 150 FEET TO THE END OF THE PAVEMENT, CONTINUE FOR 0.1
 LX6596'MILE ON A FIELD ROAD TO A GAP IN TREES.  TURN RIGHT AND GO
 LX6596'EASTERLY UPHILL ON A ROUGH FIELD ROAD STAYING ON THE NORTH
 LX6596'SIDE OF THE TREE LINE FOR 0.2 MILE TO THE TOP OF THE HILL.
 LX6596'TURN LEFT AND GO NORTH ACROSS FIELD FOR 0.1 MILE TO THE STATION
 LX6596'NEAR A TREE LINE AND AS DESCRIBED.
 LX6596'
 LX6596'THE STATION IS A STANDARD NGS DISK
 LX6596'STAMPED---NIEDER 1979---,
 LX6596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6596'FLUSH WITH GROUND.  IT IS LOCATED
 LX6596'71.5 FEET SOUTHEAST FROM A THREE TRUNKED BIRCH TREE,
 LX6596'4.0 FEET SOUTHWEST FROM A METAL WITNESS POST AND
 LX6596'168 FEET WEST FROM THE WEST ONE OF TWO UTILITY POLES.
 LX6596'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6596'STAMPED---NIEDER 1979---,
 LX6596'SET INTO AN IRREGULAR MASS OF CONCRETE 1.02 METERS BELOW THE SURFACE.
 LX6596'
 LX6596'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6596'STAMPED---NIEDER NO 1 1979---,
 LX6596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6596'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6596'122 FEET WEST FROM THE WEST ONE OF TWO POWER LINE POLES AND
 LX6596'2.4 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 LX6596'MARK IS LEVEL WITH STATION.
 LX6596'
 LX6596'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6596'STAMPED---NIEDER NO 2 1979---,
 LX6596'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6596'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6596'1.0 FEET SOUTHWEST FROM A THREE TRUNKED BIRCH TREE,
 LX6596'8.4 FEET SOUTH-SOUTHWEST FROM A 5 INCH WILD CHERRY TREE AND
 LX6596'4.6 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 LX6596'MARK IS ABOVE STATION 0.3 METERS.
 LX6596'
 LX6596'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.5 METERS.
 LX6596'
 LX6596'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6596'
 LX6596'DESCRIBED BY L. D. ACRES, CHECKED BY D. L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3305 ***********************************************************************
 LW3305  DESIGNATION -  NO 1 USE 1909
 LW3305  PID         -  LW3305
 LW3305  STATE/COUNTY-  CT/NEW LONDON
 LW3305  USGS QUAD   -  WATCH HILL (1984)
 LW3305
 LW3305                         *CURRENT SURVEY CONTROL
 LW3305  ___________________________________________________________________
 LW3305* NAD 83(1996)-  41 19 21.46856(N)    071 51 35.96960(W)     ADJUSTED  
 LW3305* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3305  ___________________________________________________________________
 LW3305  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 LW3305  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3305
 LW3305  HORZ ORDER  -  THIRD
 LW3305
 LW3305.The horizontal coordinates were established by classical geodetic methods
 LW3305.and adjusted by the National Geodetic Survey in August 1998..
 LW3305
 LW3305.The orthometric height was scaled from a topographic map.
 LW3305
 LW3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3305
 LW3305.The geoid height was determined by GEOID03.
 LW3305
 LW3305;                    North         East     Units Scale Factor Converg.
 LW3305;SPC CT       -   207,124.054   379,313.238   MT  0.99998989   +0 35 24.5
 LW3305;SPC CT       -   679,539.50  1,244,463.52   sFT  0.99998989   +0 35 24.5
 LW3305;SPC RI       -    26,638.141    69,860.378   MT  1.00000492   -0 14 15.7
 LW3305;SPC RI       -    87,395.30    229,200.26   sFT  1.00000492   -0 14 15.7
 LW3305;UTM  19      - 4,578,519.537   260,634.124   MT  1.00030519   -1 53 21.6
 LW3305
 LW3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3305!SPC CT       -   1.00000485  x   0.99998989  =   0.99999474
 LW3305!SPC RI       -   1.00000485  x   1.00000492  =   1.00000977
 LW3305!UTM  19      -   1.00000485  x   1.00030519  =   1.00031005
 LW3305
 LW3305                          SUPERSEDED SURVEY CONTROL
 LW3305
 LW3305  NAD 83(1992)-  41 19 21.46723(N)    071 51 35.96877(W) AD(       ) 3
 LW3305  NAD 83(1986)-  41 19 21.46643(N)    071 51 35.97183(W) AD(       ) 3
 LW3305  NAD 27      -  41 19 21.11200(N)    071 51 37.72900(W) AD(       ) 3
 LW3305
 LW3305.Superseded values are not recommended for survey control.
 LW3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3305.See file dsdata.txt to determine how the superseded data were derived.
 LW3305
 LW3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6063478520(NAD 83)
 LW3305
 LW3305  HISTORY     - Date     Condition        Report By
 LW3305  HISTORY     - UNK      MONUMENTED
 LW3305  HISTORY     - 1934     SEE DESCRIPTION  RIGS
 LW3305  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3305
 LW3305                          STATION DESCRIPTION
 LW3305
 LW3305'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3305'AT THE MOUTH OF THE PAWCATUCK RIVER, ON THE W BANK OF THE RIVER
 LW3305'AT THE EXTREME SOUTHERLY TIP OF PAWCATUCK POINT, THERE IS A
 LW3305'STONE BOUND PROJECTING ABOUT 1 FOOT ABOVE THE GROUND, AND
 LW3305'INSCRIBED U.S.  THIS MAY BE THE STATION.
 LW3305'
 LW3305'ABOUT 70 PACES N OF THIS STONE MOUND, THERE IS A NEW STATION
 LW3305'INSCRIBED NO.2 U.S.E., WHICH IS BEING USED AS AN UNOCCUPIED
 LW3305'POINT BY A U.S.C. AND G. PARTY.
 LW3305
 LW3305                          STATION RECOVERY (1948)
 LW3305
 LW3305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3305'STATION COULD NOT BE FOUND.  IT WAS PROBABLY DESTROYED IN THE
 LW3305'1938 HURRICANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3377 ***********************************************************************
 LW3377  DESIGNATION -  NO 13 USE
 LW3377  PID         -  LW3377
 LW3377  STATE/COUNTY-  CT/NEW LONDON
 LW3377  USGS QUAD   -  MYSTIC (1984)
 LW3377
 LW3377                         *CURRENT SURVEY CONTROL
 LW3377  ___________________________________________________________________
 LW3377* NAD 83(1996)-  41 19 38.87138(N)    071 54 19.02468(W)     ADJUSTED  
 LW3377* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3377  ___________________________________________________________________
 LW3377  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LW3377  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3377
 LW3377  HORZ ORDER  -  THIRD
 LW3377
 LW3377.The horizontal coordinates were established by classical geodetic methods
 LW3377.and adjusted by the National Geodetic Survey in August 1998..
 LW3377
 LW3377.The orthometric height was scaled from a topographic map.
 LW3377
 LW3377.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3377
 LW3377.The geoid height was determined by GEOID03.
 LW3377
 LW3377;                    North         East     Units Scale Factor Converg.
 LW3377;SPC CT       -   207,622.838   375,516.120   MT  0.99998958   +0 33 36.3
 LW3377;SPC CT       -   681,175.93  1,232,005.80   sFT  0.99998958   +0 33 36.3
 LW3377;SPC RI       -    27,191.739    66,070.800   MT  1.00000791   -0 16 03.5
 LW3377;SPC RI       -    89,211.56    216,767.28   sFT  1.00000791   -0 16 03.5
 LW3377;UTM  19      - 4,579,182.343   256,860.908   MT  1.00032760   -1 55 10.1
 LW3377
 LW3377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3377!SPC CT       -   1.00000485  x   0.99998958  =   0.99999443
 LW3377!SPC RI       -   1.00000485  x   1.00000791  =   1.00001277
 LW3377!UTM  19      -   1.00000485  x   1.00032760  =   1.00033246
 LW3377
 LW3377:                Primary Azimuth Mark                     Grid Az
 LW3377:SPC CT       -  FROST 1873                               061 36 01.7
 LW3377:SPC RI       -  FROST 1873                               062 25 41.5
 LW3377:UTM  19      -  FROST 1873                               064 04 48.1
 LW3377
 LW3377|---------------------------------------------------------------------|
 LW3377| PID    Reference Object                     Distance      Geod. Az  |
 LW3377|                                                           dddmmss.s |
 LW3377| LW3297 FROST 1873                          APPROX. 5.2 KM 0620938.0 |
 LW3377|---------------------------------------------------------------------|
 LW3377
 LW3377                          SUPERSEDED SURVEY CONTROL
 LW3377
 LW3377  NAD 83(1992)-  41 19 38.87004(N)    071 54 19.02381(W) AD(       ) 3
 LW3377  NAD 83(1986)-  41 19 38.86970(N)    071 54 19.02765(W) AD(       ) 3
 LW3377  NAD 27      -  41 19 38.51529(N)    071 54 20.76735(W) AD(       ) 3
 LW3377
 LW3377.Superseded values are not recommended for survey control.
 LW3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3377.See file dsdata.txt to determine how the superseded data were derived.
 LW3377
 LW3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5686179182(NAD 83)
 LW3377
 LW3377  HISTORY     - Date     Condition        Report By
 LW3377  HISTORY     - UNK      MONUMENTED
 LW3377  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3377  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3377
 LW3377                          STATION DESCRIPTION
 LW3377
 LW3377'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3377'OLD STATION NOT DESCRIBED.
 LW3377'
 LW3377'THERE IS A NEW STATION AT APPROXIMATELY THE SAME LOCATION AS
 LW3377'WAS THE OLD ONE.  THE NEW STATION STONINGTON, 1934 IS BEING USED
 LW3377'AT THE PRESENT TIME AS AN UNOCCUPIED POINT BY A U.S.C. AND G.
 LW3377'PARTY.
 LW3377
 LW3377                          STATION RECOVERY (1948)
 LW3377
 LW3377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3377'A SEARCH WAS MADE FOR THIS STATION IN THE AREA IT WAS THOUGHT
 LW3377'TO BE IN BUT IT COULD NOT BE FOUND AND SHOULD BE SHOWN AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3333 ***********************************************************************
 LW3333  DESIGNATION -  NO 3 USE
 LW3333  PID         -  LW3333
 LW3333  STATE/COUNTY-  CT/NEW LONDON
 LW3333  USGS QUAD   -  WATCH HILL (1984)
 LW3333
 LW3333                         *CURRENT SURVEY CONTROL
 LW3333  ___________________________________________________________________
 LW3333* NAD 83(1996)-  41 19 42.63937(N)    071 52 10.96306(W)     ADJUSTED  
 LW3333* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3333  ___________________________________________________________________
 LW3333  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 LW3333  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3333
 LW3333  HORZ ORDER  -  THIRD
 LW3333
 LW3333.The horizontal coordinates were established by classical geodetic methods
 LW3333.and adjusted by the National Geodetic Survey in August 1998..
 LW3333
 LW3333.The orthometric height was scaled from a topographic map.
 LW3333
 LW3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3333
 LW3333.The geoid height was determined by GEOID03.
 LW3333
 LW3333;                    North         East     Units Scale Factor Converg.
 LW3333;SPC CT       -   207,768.798   378,492.809   MT  0.99998952   +0 35 01.3
 LW3333;SPC CT       -   681,654.80  1,241,771.82   sFT  0.99998952   +0 35 01.3
 LW3333;SPC RI       -    27,294.681    69,049.337   MT  1.00000553   -0 14 38.9
 LW3333;SPC RI       -    89,549.30    226,539.37   sFT  1.00000553   -0 14 38.9
 LW3333;UTM  19      - 4,579,199.388   259,842.104   MT  1.00030987   -1 53 45.6
 LW3333
 LW3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3333!SPC CT       -   1.00000485  x   0.99998952  =   0.99999437
 LW3333!SPC RI       -   1.00000485  x   1.00000553  =   1.00001038
 LW3333!UTM  19      -   1.00000485  x   1.00030987  =   1.00031472
 LW3333
 LW3333:                Primary Azimuth Mark                     Grid Az
 LW3333:SPC CT       -  FROST 1873                               034 22 27.7
 LW3333:SPC RI       -  FROST 1873                               035 12 07.9
 LW3333:UTM  19      -  FROST 1873                               036 51 14.6
 LW3333
 LW3333|---------------------------------------------------------------------|
 LW3333| PID    Reference Object                     Distance      Geod. Az  |
 LW3333|                                                           dddmmss.s |
 LW3333| LW3297 FROST 1873                          APPROX. 2.8 KM 0345729.0 |
 LW3333|---------------------------------------------------------------------|
 LW3333
 LW3333                          SUPERSEDED SURVEY CONTROL
 LW3333
 LW3333  NAD 83(1992)-  41 19 42.63803(N)    071 52 10.96222(W) AD(       ) 3
 LW3333  NAD 83(1986)-  41 19 42.63743(N)    071 52 10.96536(W) AD(       ) 3
 LW3333  NAD 27      -  41 19 42.28500(N)    071 52 12.71900(W) AD(       ) 3
 LW3333
 LW3333.Superseded values are not recommended for survey control.
 LW3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3333.See file dsdata.txt to determine how the superseded data were derived.
 LW3333
 LW3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5984279199(NAD 83)
 LW3333
 LW3333  HISTORY     - Date     Condition        Report By
 LW3333  HISTORY     - UNK      MONUMENTED
 LW3333  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3333  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3333  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3333
 LW3333                          STATION DESCRIPTION
 LW3333
 LW3333'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3333'THIS STATION IS AT PRESENT BEING USED AS AN UNOCCUPIED POINT
 LW3333'BY A U.S.C. AND G. PARTY.
 LW3333'
 LW3333'IT IS INACCESSIBLE WITHOUT A BOAT AND WAS NOT VISITED.
 LW3333
 LW3333                          STATION RECOVERY (1948)
 LW3333
 LW3333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3333'STATION COULD NOT BE FOUND AND IT IS PROBABLY WHERE U.S.C. AND
 LW3333'G.S. STATION BARN IS NOW LOCATED.  THE DESCRIPTION OF BARN
 LW3333'VERIFIES THIS FACT.
 LW3333
 LW3333                          STATION RECOVERY (1954)
 LW3333
 LW3333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3333'STATION NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.  NO
 LW3333'PREVIOUS DESCRIPTION WAS AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3416 ***********************************************************************
 LW3416  DESIGNATION -  NO 5 USE
 LW3416  PID         -  LW3416
 LW3416  STATE/COUNTY-  CT/NEW LONDON
 LW3416  USGS QUAD   -  MYSTIC (1984)
 LW3416
 LW3416                         *CURRENT SURVEY CONTROL
 LW3416  ___________________________________________________________________
 LW3416* NAD 83(1996)-  41 20 05.32147(N)    071 53 16.64520(W)     ADJUSTED  
 LW3416* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LW3416  ___________________________________________________________________
 LW3416  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 LW3416  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3416
 LW3416  HORZ ORDER  -  THIRD
 LW3416
 LW3416.The horizontal coordinates were established by classical geodetic methods
 LW3416.and adjusted by the National Geodetic Survey in August 1998..
 LW3416
 LW3416.The orthometric height was scaled from a topographic map.
 LW3416
 LW3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3416
 LW3416.The geoid height was determined by GEOID03.
 LW3416
 LW3416;                    North         East     Units Scale Factor Converg.
 LW3416;SPC CT       -   208,453.102   376,958.519   MT  0.99998913   +0 34 17.7
 LW3416;SPC CT       -   683,899.89  1,236,738.07   sFT  0.99998913   +0 34 17.7
 LW3416;SPC RI       -    28,001.093    67,525.068   MT  1.00000672   -0 15 22.4
 LW3416;SPC RI       -    91,866.92    221,538.49   sFT  1.00000672   -0 15 22.4
 LW3416;UTM  19      - 4,579,949.679   258,338.371   MT  1.00031878   -1 54 29.9
 LW3416
 LW3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3416!SPC CT       -   1.00000485  x   0.99998913  =   0.99999398
 LW3416!SPC RI       -   1.00000485  x   1.00000672  =   1.00001157
 LW3416!UTM  19      -   1.00000485  x   1.00031878  =   1.00032363
 LW3416
 LW3416:                Primary Azimuth Mark                     Grid Az
 LW3416:SPC CT       -  FROST 1873                               062 19 13.4
 LW3416:SPC RI       -  FROST 1873                               063 08 53.5
 LW3416:UTM  19      -  FROST 1873                               064 48 01.0
 LW3416
 LW3416|---------------------------------------------------------------------|
 LW3416| PID    Reference Object                     Distance      Geod. Az  |
 LW3416|                                                           dddmmss.s |
 LW3416| LW3297 FROST 1873                          APPROX. 3.5 KM 0625331.1 |
 LW3416|---------------------------------------------------------------------|
 LW3416
 LW3416                          SUPERSEDED SURVEY CONTROL
 LW3416
 LW3416  NAD 83(1992)-  41 20 05.32013(N)    071 53 16.64435(W) AD(       ) 3
 LW3416  NAD 83(1986)-  41 20 05.31979(N)    071 53 16.64775(W) AD(       ) 3
 LW3416  NAD 27      -  41 20 04.96457(N)    071 53 18.39255(W) AD(       ) 3
 LW3416
 LW3416.Superseded values are not recommended for survey control.
 LW3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3416.See file dsdata.txt to determine how the superseded data were derived.
 LW3416
 LW3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5833879950(NAD 83)
 LW3416
 LW3416  HISTORY     - Date     Condition        Report By
 LW3416  HISTORY     - UNK      MONUMENTED
 LW3416  HISTORY     - 1934     MARK NOT FOUND   RIGS
 LW3416  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3416
 LW3416                          STATION DESCRIPTION
 LW3416
 LW3416'DESCRIBED BY RHODE ISLAND GEODETIC SURVEY 1934
 LW3416'WAS UNABLE TO FIND THIS STATION, BUT AT THE APPROXIMATE
 LW3416'POSITION, THERE IS A NEW STATION INSCRIBED LEADWOOD.  IT IS ON
 LW3416'THE S END OF LEADWOODS ISLAND OTHERWISE AND SOMETIMES KNOWN
 LW3416'AS ELIHUS ISLAND.  IT IS BEING USED AS AN UNOCCUPIED POINT BY A
 LW3416'U.S.C. AND G. PARTY.
 LW3416
 LW3416                          STATION RECOVERY (1948)
 LW3416
 LW3416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3416'A SEARCH WAS MADE FOR THIS STATION BUT IT COULD NOT BE
 LW3416'FOUND.  STATION SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5045 ***********************************************************************
 LX5045  DESIGNATION -  NOAA
 LX5045  PID         -  LX5045
 LX5045  STATE/COUNTY-  CT/TOLLAND
 LX5045  USGS QUAD   -  ELLINGTON (1984)
 LX5045
 LX5045                         *CURRENT SURVEY CONTROL
 LX5045  ___________________________________________________________________
 LX5045* NAD 83(1996)-  41 57 30.72567(N)    072 24 47.36531(W)     ADJUSTED  
 LX5045* NAVD 88     -       321.6    (meters)    1055.     (feet)  VERTCON   
 LX5045  ___________________________________________________________________
 LX5045  LAPLACE CORR-           3.18  (seconds)                    DEFLEC99
 LX5045  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX5045
 LX5045  HORZ ORDER  -  FIRST
 LX5045
 LX5045.The horizontal coordinates were established by classical geodetic methods
 LX5045.and adjusted by the National Geodetic Survey in August 1998..
 LX5045
 LX5045.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5045
 LX5045.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5045
 LX5045.The geoid height was determined by GEOID03.
 LX5045
 LX5045;                    North         East     Units Scale Factor Converg.
 LX5045;SPC CT       -   277,421.641   332,726.642   MT  1.00001060   +0 13 24.0
 LX5045;SPC CT       -   910,174.17  1,091,620.66   sFT  1.00001060   +0 13 24.0
 LX5045;UTM  18      - 4,648,409.295   714,383.056   MT  1.00016557   +1 43 48.7
 LX5045
 LX5045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5045!SPC CT       -   0.99995412  x   1.00001060  =   0.99996472
 LX5045!UTM  18      -   0.99995412  x   1.00016557  =   1.00011969
 LX5045
 LX5045|---------------------------------------------------------------------|
 LX5045| PID    Reference Object                     Distance      Geod. Az  |
 LX5045|                                                           dddmmss.s |
 LX5045| CZ7938 SOAPSTONE RM 1                                     00628     |
 LX5045| LX5044 MITCHELL                            APPROX. 4.3 KM 0151520.7 |
 LX5045| CZ6901 NOAA RM 1                            25.567 METERS 02109     |
 LX5045| CZ6902 NOAA RM 2                            23.937 METERS 27450     |
 LX5045| LX5057 SOAPSTONE MTN RADAR DOME             45.604 METERS 34417     |
 LX5045| LX5046 NOAA TPT                             49.180 METERS 35910     |
 LX5045| LX5039 SOAPSTONE 2                          58.557 METERS 35913     |
 LX5045|---------------------------------------------------------------------|
 LX5045
 LX5045                          SUPERSEDED SURVEY CONTROL
 LX5045
 LX5045  NAD 83(1996)-  41 57 30.72550(N)    072 24 47.36535(W) AD(       ) 1
 LX5045  NAD 83(1992)-  41 57 30.72599(N)    072 24 47.36578(W) AD(       ) 1
 LX5045  NAD 83(1992)-  41 57 30.72630(N)    072 24 47.36601(W) AD(       ) 1
 LX5045  NAD 83(1986)-  41 57 30.72756(N)    072 24 47.36594(W) AD(       ) 1
 LX5045  NAD 27      -  41 57 30.37927(N)    072 24 49.07214(W) AD(       ) 1
 LX5045  NGVD 29 (07/19/86)  321.8    (m)         1056.     (f) VERT ANG       
 LX5045
 LX5045.Superseded values are not recommended for survey control.
 LX5045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5045.See file dsdata.txt to determine how the superseded data were derived.
 LX5045
 LX5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1438348409(NAD 83)
 LX5045_MARKER: DS = TRIANGULATION STATION DISK
 LX5045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5045+STABILITY: SURFACE MOTION
 LX5045
 LX5045  HISTORY     - Date     Condition        Report By
 LX5045  HISTORY     - 1979     MONUMENTED       NGS
 LX5045
 LX5045                          STATION DESCRIPTION
 LX5045
 LX5045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5045'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 LX5045'ROCKVILLE, 6-1/4 MILES WEST OF STAFFORD SPRINGS, 2 MILES
 LX5045'SOUTH OF SOMERS AND IS ON SOAPSTONE MOUNTAIN IN THE
 LX5045'SHENIPSIT STATE FOREST.
 LX5045'
 LX5045'TO REACH THE STATION FROM THE POST OFFICE IN SOMERS, GO EAST
 LX5045'ON STATE HIGHWAY 190 FOR 1.05 MILES TO A CROSSROAD.
 LX5045'TURN RIGHT AND GO SOUTHEASTERLY (ON GULF ROAD) FOR 1.0 MILE
 LX5045'TO A CROSSROAD (MOUNTAIN VIEW ROAD).  CONTINUE SOUTHEAST ON
 LX5045'THE PAVED ROAD FOR 0.8 MILE TO A CROSSROAD.  TURN RIGHT AND
 LX5045'GO WESTERLY THEN NORTHERLY ON A PAVED ROAD FOR 0.9 MILE TO
 LX5045'A PIPE GATE AT A PARKING AREA.  CONTINUE UPHILL THROUGH THE
 LX5045'GATE ON A PAVED DRIVEWAY FOR 0.05 MILE TO THE STATION ON
 LX5045'THE RIGHT, JUST BEFORE REACHING A RADAR INSTALLATION SITE.
 LX5045'
 LX5045'THE STATION IS A STANDARD NGS DISK
 LX5045'STAMPED---NOAA 1979---,
 LX5045'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 CM IN DIAMETER
 LX5045'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5045'68.5 FEET SOUTH-SOUTHWEST FROM THE CENTER OF A METAL GATE LEADING
 LX5045'INTO RADAR TOWER,
 LX5045'21.8 FEET SOUTH-SOUTHEAST FROM THE CENTER OF ASPHALT DRIVEWAY AND
 LX5045'10.2 FEET WEST-SOUTHWEST FROM THE CENTER OF A 6-INCH OAK TREE
 LX5045'WITH TRIANGULAR BLAZE.
 LX5045'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX5045'STAMPED---NOAA 1979---,
 LX5045'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX5045'
 LX5045'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5045'STAMPED---NOAA NO 1 1979---,
 LX5045'SET INTO THE TOP OF A BOULDER, 0.9 METERS LARGEST DIMENSION
 LX5045'PROJECTING 49 CM ABOVE THE GROUND.
 LX5045'IT IS LOCATED
 LX5045'27.4 FEET EAST FROM THE CENTER OF THE METAL GATE LEADING INTO
 LX5045'RADAR TOWER AND
 LX5045'4.5 FEET SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF WIRE FENCE
 LX5045'AROUND RADAR TOWER.
 LX5045'MARK IS ABOVE STATION 2.43 METERS.
 LX5045'
 LX5045'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5045'STAMPED---NOAA NO 2 1979---,
 LX5045'SET INTO THE TOP OF A ROCK LEDGE WITH AN EXPOSED SURFACE OF
 LX5045'0.3 METERS LARGEST DIMENSION PROJECTING 46 CM ABOVE THE GROUND.
 LX5045'IT IS LOCATED
 LX5045'89.0 FEET WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE WIRE
 LX5045'FENCE AROUND RADAR TOWER,
 LX5045'87.7 FEET NORTHEAST FROM THE PIPE GATE CENTER AND
 LX5045'23.3 FEET NORTH-NORTHWEST FROM THE CENTER OF THE ASPHALT DRIVEWAY.
 LX5045'MARK IS BELOW THE STATION 1.0 METERS.
 LX5045'
 LX5045'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.6 METERS.
 LX5045'
 LX5045'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX5045'
 LX5045'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION SOAPSTONE 2
 LX5045'1976 BY AN ELECTRONIC DISTANCE MEASUREMENT.
 LX5045'
 LX5045'DESCRIBED BY L. D. ACRES, CHECKED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3379 ***********************************************************************
 LW3379  DESIGNATION -  NOANK
 LW3379  PID         -  LW3379
 LW3379  STATE/COUNTY-  CT/NEW LONDON
 LW3379  USGS QUAD   -  MYSTIC (1984)
 LW3379
 LW3379                         *CURRENT SURVEY CONTROL
 LW3379  ___________________________________________________________________
 LW3379* NAD 83(1996)-  41 18 58.75354(N)    071 59 21.51334(W)     ADJUSTED  
 LW3379* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 LW3379  ___________________________________________________________________
 LW3379  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LW3379  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3379
 LW3379  HORZ ORDER  -  THIRD
 LW3379
 LW3379.The horizontal coordinates were established by classical geodetic methods
 LW3379.and adjusted by the National Geodetic Survey in August 1998..
 LW3379
 LW3379.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3379
 LW3379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3379
 LW3379.The geoid height was determined by GEOID03.
 LW3379
 LW3379;                    North         East     Units Scale Factor Converg.
 LW3379;SPC CT       -   206,319.919   368,493.069   MT  0.99999030   +0 30 15.8
 LW3379;SPC CT       -   676,901.27  1,208,964.34   sFT  0.99999030   +0 30 15.8
 LW3379;SPC NY L     -   129,601.720   468,348.401   MT  1.00002796   +1 18 54.6
 LW3379;SPC NY L     -   425,201.64  1,536,573.05   sFT  1.00002796   +1 18 54.6
 LW3379;UTM  19      - 4,578,184.090   249,785.529   MT  1.00037057   -1 58 28.6
 LW3379;UTM  18      - 4,578,246.022   752,004.380   MT  1.00038164   +1 59 19.5
 LW3379
 LW3379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3379!SPC CT       -   1.00000454  x   0.99999030  =   0.99999484
 LW3379!SPC NY L     -   1.00000454  x   1.00002796  =   1.00003250
 LW3379!UTM  19      -   1.00000454  x   1.00037057  =   1.00037512
 LW3379!UTM  18      -   1.00000454  x   1.00038164  =   1.00038619
 LW3379
 LW3379|---------------------------------------------------------------------|
 LW3379| PID    Reference Object                     Distance      Geod. Az  |
 LW3379|                                                           dddmmss.s |
 LW3379| CB7932 NOANK RM 1                           14.150 METERS 07302     |
 LW3379| CB7933 NOANK RM 2                            7.800 METERS 17127     |
 LW3379| LW3391 WHALE ROCK DAYBEACON                267.968 METERS 17724     |
 LW3379| LX5266 PILING                              APPROX. 1.9 KM 2282445.9 |
 LW3379| LX0191 GROTON                              APPROX. 1.7 KM 2303536.5 |
 LW3379|---------------------------------------------------------------------|
 LW3379
 LW3379                          SUPERSEDED SURVEY CONTROL
 LW3379
 LW3379  NAD 83(1992)-  41 18 58.75226(N)    071 59 21.51243(W) AD(       ) 3
 LW3379  NAD 83(1986)-  41 18 58.75282(N)    071 59 21.51692(W) AD(       ) 3
 LW3379  NAD 27      -  41 18 58.40300(N)    071 59 23.25100(W) AD(       ) 3
 LW3379  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 LW3379
 LW3379.Superseded values are not recommended for survey control.
 LW3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3379.See file dsdata.txt to determine how the superseded data were derived.
 LW3379
 LW3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4978678184(NAD 83)
 LW3379_MARKER: DS = TRIANGULATION STATION DISK
 LW3379_SETTING: 80 = SET IN A BOULDER
 LW3379_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3379+STABILITY: SURFACE MOTION
 LW3379
 LW3379  HISTORY     - Date     Condition        Report By
 LW3379  HISTORY     - 1934     MONUMENTED       CGS
 LW3379  HISTORY     - 1954     GOOD             CGS
 LW3379  HISTORY     - 1971     GOOD             CTGS
 LW3379  HISTORY     - 1984     GOOD             USPSQD
 LW3379  HISTORY     - 1990     POOR             USPSQD
 LW3379  HISTORY     - 19900626 MARK NOT FOUND   USPSQD
 LW3379
 LW3379                          STATION DESCRIPTION
 LW3379
 LW3379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3379'THE STATION IS LOCATED ON THE SOUTHERN END OF MORGAN POINT JUST S
 LW3379'OF THE OLD MORGAN POINT LIGHTHOUSE WHICH IS NOW OWNED BY HENRY
 LW3379'HEWETT.  THE STATION IS MARKED BY A STANDARD DISC SET IN
 LW3379'OUTCROPPING LEDGE AT THE E SIDE OF THE POINT, 17.3 METERS SOUTHERLY
 LW3379'OF THE SE CORNER OF THE HOUSE.
 LW3379'
 LW3379'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN A
 LW3379'BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS NO.1 AND NO.2 ARE
 LW3379'STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LW3379'NOTE 12A.
 LW3379'
 LW3379'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD DISCS SET
 LW3379'IN DRILL HOLES IN THE LEDGE EASTERLY AND SOUTHWESTERLY OF THE
 LW3379'STATION RESPECTIVELY.
 LW3379'
 LW3379'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3379
 LW3379                          STATION RECOVERY (1954)
 LW3379
 LW3379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3379'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3379'ORIGINAL DESCRIPTION IS ADEQUATE AND COMPLETE.
 LW3379
 LW3379                          STATION RECOVERY (1971)
 LW3379
 LW3379'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LW3379'NOANK 1934 STATION AND RMS FOUND IN GOOD CONDITION
 LW3379'
 LW3379'DESCRIPTION ADEQUATE
 LW3379
 LW3379                          STATION RECOVERY (1984)
 LW3379
 LW3379'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LW3379'NOANK 1934 RECOVERED GOOD - RECOVERED AS DESCRIBED.
 LW3379'
 LW3379'RM 1 1934 RECOVERED GOOD - RECOVERED AS DESCRIBED.
 LW3379'
 LW3379'RM 2 1934 RECOVERED GOOD - RECOVERED AS DESCRIBED.
 LW3379
 LW3379                          STATION RECOVERY (1990)
 LW3379
 LW3379'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3379'MARK RECOVERED IN POOR CONDITION.
 LW3379
 LW3379                          STATION RECOVERY (1990)
 LW3379
 LW3379'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3393 ***********************************************************************
 LW3393  DESIGNATION -  NOANK LIGHT
 LW3393  PID         -  LW3393
 LW3393  STATE/COUNTY-  CT/NEW LONDON
 LW3393  USGS QUAD   -  MYSTIC (1984)
 LW3393
 LW3393                         *CURRENT SURVEY CONTROL
 LW3393  ___________________________________________________________________
 LW3393* NAD 83(1996)-  41 18 58.70767(N)    071 59 13.87173(W)     ADJUSTED  
 LW3393* NAVD 88     -                                                        
 LW3393  ___________________________________________________________________
 LW3393  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 LW3393  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 LW3393
 LW3393  HORZ ORDER  -  THIRD
 LW3393
 LW3393.The horizontal coordinates were established by classical geodetic methods
 LW3393.and adjusted by the National Geodetic Survey in August 1998..
 LW3393
 LW3393
 LW3393.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3393
 LW3393.The geoid height was determined by GEOID03.
 LW3393
 LW3393;                    North         East     Units Scale Factor Converg.
 LW3393;SPC CT       -   206,320.071   368,670.808   MT  0.99999030   +0 30 20.8
 LW3393;SPC CT       -   676,901.77  1,209,547.48   sFT  0.99999030   +0 30 20.8
 LW3393;SPC NY L     -   129,604.387   468,526.127   MT  1.00002796   +1 18 59.6
 LW3393;SPC NY L     -   425,210.39  1,537,156.13   sFT  1.00002796   +1 18 59.6
 LW3393;UTM  19      - 4,578,176.551   249,963.175   MT  1.00036948   -1 58 23.5
 LW3393;UTM  18      - 4,578,250.780   752,182.125   MT  1.00038274   +1 59 24.5
 LW3393
 LW3393                          SUPERSEDED SURVEY CONTROL
 LW3393
 LW3393  NAD 83(1992)-  41 18 58.70640(N)    071 59 13.87081(W) AD(       ) 4
 LW3393  NAD 83(1986)-  41 18 58.70694(N)    071 59 13.87537(W) AD(       ) 4
 LW3393  NAD 27      -  41 18 58.35800(N)    071 59 15.61000(W) AD(       ) 3
 LW3393
 LW3393.Superseded values are not recommended for survey control.
 LW3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3393.See file dsdata.txt to determine how the superseded data were derived.
 LW3393
 LW3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4996378177(NAD 83)
 LW3393_MARKER: 14 = NAVIGATION LIGHT
 LW3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3393+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LW3393
 LW3393  HISTORY     - Date     Condition        Report By
 LW3393  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3393  HISTORY     - 1948     GOOD             CGS
 LW3393  HISTORY     - 1954     GOOD             CGS
 LW3393  HISTORY     - 1966     GOOD             CGS
 LW3393  HISTORY     - 1984     SEE DESCRIPTION  USPSQD
 LW3393  HISTORY     - 1990     GOOD             USPSQD
 LW3393  HISTORY     - 19900626 GOOD             USPSQD
 LW3393  HISTORY     - 20020206 GOOD             USPSQD
 LW3393
 LW3393                          STATION DESCRIPTION
 LW3393
 LW3393'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3393'THE LIGHT IS MOUNTED ON A CIRCULAR MASONRY FOUNDATION.  IT IS A
 LW3393'BLACK SKELETON STEEL TOWER WITH A WHITE TANK ENCLOSED WITHIN LEGS
 LW3393'AT THE BASE.  OVERALL HEIGHT ABOVE MEAN HIGH WATER IS
 LW3393'APPROXIMATELY 35 FEET.  IT IS LOCATED W OF MORGAN POINT AT THE
 LW3393'MOUTH OF THE MYSTIC RIVER.
 LW3393
 LW3393                          STATION RECOVERY (1954)
 LW3393
 LW3393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3393'STATION RECOVERED IN GOOD CONDITION.  THE 1948 DESCRIPTION BY
 LW3393'R.J.S. IS ADEQUATE.  IT IS LISTED AS NO. 671 IN THE COMPLETE LIST
 LW3393'OF LIGHTS AND OTHER MARINE AIDS, ATLANTIC COAST OF THE U.S. FOR
 LW3393'1954.
 LW3393
 LW3393                          STATION RECOVERY (1966)
 LW3393
 LW3393'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3393'STATION RECOVERED AS DESCRIBED.
 LW3393'
 LW3393'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3393'AT NOANK.
 LW3393
 LW3393                          STATION RECOVERY (1984)
 LW3393
 LW3393'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LW3393'NOANK LIGHT 1934 GOOD - REBUILT SINCE 1966.
 LW3393'
 LW3393'DESCRIPTION LISTS LIGHT AS BEING WEST OF MORGAN POINT BUT LIGHT IS
 LW3393'EAST OF THE POINT.
 LW3393
 LW3393                          STATION RECOVERY (1990)
 LW3393
 LW3393'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3393'RECOVERED IN GOOD CONDITION.
 LW3393
 LW3393                          STATION RECOVERY (1990)
 LW3393
 LW3393'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3393'RECOVERED IN GOOD CONDITION.
 LW3393
 LW3393                          STATION RECOVERY (2002)
 LW3393
 LW3393'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1987 ***********************************************************************
 LX1987  DESIGNATION -  NORFOLK 17
 LX1987  PID         -  LX1987
 LX1987  STATE/COUNTY-  CT/LITCHFIELD
 LX1987  USGS QUAD   -  NORFOLK (1969)
 LX1987
 LX1987                         *CURRENT SURVEY CONTROL
 LX1987  ___________________________________________________________________
 LX1987* NAD 83(1986)-  41 59 39.     (N)    073 12 07.     (W)     SCALED    
 LX1987* NAVD 88     -       352.264  (meters)    1155.72   (feet)  ADJUSTED  
 LX1987  ___________________________________________________________________
 LX1987  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX1987  DYNAMIC HT  -         352.138 (meters)    1155.31  (feet)  COMP
 LX1987  MODELED GRAV-     980,254.4   (mgal)                       NAVD 88
 LX1987
 LX1987  VERT ORDER  -  FIRST     CLASS II
 LX1987
 LX1987.The horizontal coordinates were scaled from a topographic map and have
 LX1987.an estimated accuracy of +/- 6 seconds.
 LX1987
 LX1987.The orthometric height was determined by differential leveling
 LX1987.and adjusted by the National Geodetic Survey in June 1991..
 LX1987
 LX1987.The geoid height was determined by GEOID03.
 LX1987
 LX1987.The dynamic height is computed by dividing the NAVD 88
 LX1987.geopotential number by the normal gravity value computed on the
 LX1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1987.degrees latitude (g = 980.6199 gals.).
 LX1987
 LX1987.The modeled gravity was interpolated from observed gravity values.
 LX1987
 LX1987;                    North         East    Units  Estimated Accuracy
 LX1987;SPC CT       -   281,420.      267,350.      MT  (+/- 180 meters Scaled)
 LX1987
 LX1987                          SUPERSEDED SURVEY CONTROL
 LX1987
 LX1987.No superseded survey control is available for this station.
 LX1987
 LX1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM489506(NAD 83)
 LX1987_MARKER: DD = SURVEY DISK
 LX1987_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX1987_SP_SET: CURB
 LX1987_STAMPING: STA 17 NORFOLK
 LX1987_MARK LOGO: LOCENG
 LX1987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1987
 LX1987  HISTORY     - Date     Condition        Report By
 LX1987  HISTORY     - UNK      MONUMENTED       LOCENG
 LX1987  HISTORY     - 1984     GOOD             NGS
 LX1987
 LX1987                          STATION DESCRIPTION
 LX1987
 LX1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1987'IN NORFOLK.
 LX1987'IN NORFOLK, AT THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY 272
 LX1987'NORTH, DIRECTLY ACROSS FROM IMMACULATE CONCEPTION CHURCH, IN TOP OF
 LX1987'THE SOUTHWEST CURBING OF STATE HIGHWAY 272, THE MARK IS A TOWN OF
 LX1987'NORFOLK DISK, 9.02 METERS (29.6 FT) WEST OF THE CENTERLINE OF HIGHWAY
 LX1987'44, 4.20 METERS (13.8 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 272,
 LX1987'10.27 METERS (33.7 FT) SOUTHEAST OF A UTILITY POLE WITH STREET LAMP,
 LX1987'TWO GUY WIRES AND LINES CROSSING HIGHWAY 44.
 LX1987'THE MARK IS 0.09 M ABOVE HIGHWAY 272.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6460 ***********************************************************************
 LX6460  DESIGNATION -  NORTH BRANFORD TV MAST
 LX6460  PID         -  LX6460
 LX6460  STATE/COUNTY-  CT/NEW HAVEN
 LX6460  USGS QUAD   -  BRANFORD (1984)
 LX6460
 LX6460                         *CURRENT SURVEY CONTROL
 LX6460  ___________________________________________________________________
 LX6460* NAD 83(1996)-  41 22 04.77288(N)    072 48 37.77880(W)     ADJUSTED  
 LX6460* NAVD 88     -                                                        
 LX6460  ___________________________________________________________________
 LX6460  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 LX6460  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6460
 LX6460  HORZ ORDER  -  THIRD
 LX6460
 LX6460.The horizontal coordinates were established by classical geodetic methods
 LX6460.and adjusted by the National Geodetic Survey in August 1998..
 LX6460
 LX6460
 LX6460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6460
 LX6460.The geoid height was determined by GEOID03.
 LX6460
 LX6460;                    North         East     Units Scale Factor Converg.
 LX6460;SPC CT       -   211,780.001   299,739.404   MT  0.99998730   -0 02 24.4
 LX6460;SPC CT       -   694,814.89    983,395.03   sFT  0.99998730   -0 02 24.4
 LX6460;UTM  18      - 4,581,921.996   683,118.555   MT  1.00001269   +1 26 50.7
 LX6460
 LX6460                          SUPERSEDED SURVEY CONTROL
 LX6460
 LX6460  NAD 83(1992)-  41 22 04.77200(N)    072 48 37.77871(W) AD(       ) 4
 LX6460  NAD 83(1986)-  41 22 04.77409(N)    072 48 37.78149(W) AD(       ) 4
 LX6460  NAD 27      -  41 22 04.42921(N)    072 48 39.42108(W) AD(       ) 3
 LX6460
 LX6460.Superseded values are not recommended for survey control.
 LX6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6460.See file dsdata.txt to determine how the superseded data were derived.
 LX6460
 LX6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8311981922(NAD 83)
 LX6460
 LX6460  HISTORY     - Date     Condition        Report By
 LX6460  HISTORY     - 1976     MONUMENTED       NGS
 LX6460
 LX6460                          STATION DESCRIPTION
 LX6460
 LX6460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6460'THE STATION IS THE LIGHT ATOP THE NORTH BRANFORD COMMUNITY
 LX6460'SERVICE TELEVISION MAST WHICH IS 300 FEET HIGH AND IS PAINTED
 LX6460'GRAY.  THE MAST IS OWNED BY THE COMMUNITY TELEVISION SERVICE.
 LX6460'
 LX6460'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80
 LX6460'AND 22, WHICH IS ABOUT 1-1/2 MILES NORTHWEST OF NORTH BRANFORD,
 LX6460'GO NORTH ON HIGHWAY 22 FOR 2.25 MILES TO A SIDE ROAD ON THE
 LX6460'LEFT.  TURN LEFT AND GO WEST ON AUGAR ROAD FOR 0.4 MILE TO A
 LX6460'T-ROAD.  TURN RIGHT AND GO NORTH ON TOTOKET ROAD FOR 0.05 MILE
 LX6460'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST AND NORTH
 LX6460'ON PARSONAGE HILL ROAD FOR 0.4 MILE TO THE TOP OF THE HILL AND
 LX6460'A GRAVELED DRIVEWAY ON THE LEFT.  TURN LEFT AND GO WESTERLY ON
 LX6460'THE DRIVEWAY FOR 0.05 MILE TO THE STATION.
 LX6460'
 LX6460'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5803 ***********************************************************************
 LX5803  DESIGNATION -  NORTH COVE FLAGPOLE
 LX5803  PID         -  LX5803
 LX5803  STATE/COUNTY-  CT/MIDDLESEX
 LX5803  USGS QUAD   -  OLD LYME (1976)
 LX5803
 LX5803                         *CURRENT SURVEY CONTROL
 LX5803  ___________________________________________________________________
 LX5803* NAD 83(1996)-  41 17 17.38303(N)    072 21 27.97832(W)     ADJUSTED  
 LX5803* NAVD 88     -                                                        
 LX5803  ___________________________________________________________________
 LX5803  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 LX5803  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX5803
 LX5803  HORZ ORDER  -  THIRD
 LX5803
 LX5803.The horizontal coordinates were established by classical geodetic methods
 LX5803.and adjusted by the National Geodetic Survey in August 1998..
 LX5803
 LX5803
 LX5803.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5803
 LX5803.The geoid height was determined by GEOID03.
 LX5803
 LX5803;                    North         East     Units Scale Factor Converg.
 LX5803;SPC CT       -   202,986.892   337,656.296   MT  0.99999227   +0 15 36.3
 LX5803;SPC CT       -   665,966.16  1,107,794.03   sFT  0.99999227   +0 15 36.3
 LX5803;SPC NY L     -   125,831.660   437,560.917   MT  1.00002408   +1 04 26.9
 LX5803;SPC NY L     -   412,832.70  1,435,564.44   sFT  1.00002408   +1 04 26.9
 LX5803;UTM  18      - 4,574,114.163   721,255.095   MT  1.00020251   +1 44 39.0
 LX5803
 LX5803                          SUPERSEDED SURVEY CONTROL
 LX5803
 LX5803  NAD 83(1992)-  41 17 17.38205(N)    072 21 27.97802(W) AD(       ) 4
 LX5803  NAD 83(1986)-  41 17 17.38387(N)    072 21 27.98144(W) AD(       ) 4
 LX5803  NAD 27      -  41 17 17.03000(N)    072 21 29.68000(W) AD(       ) 3
 LX5803
 LX5803.Superseded values are not recommended for survey control.
 LX5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5803.See file dsdata.txt to determine how the superseded data were derived.
 LX5803
 LX5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2125574114(NAD 83)
 LX5803
 LX5803  HISTORY     - Date     Condition        Report By
 LX5803  HISTORY     - 1934     MONUMENTED       CGS
 LX5803  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5803  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5803
 LX5803                          STATION DESCRIPTION
 LX5803
 LX5803'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5803'THIS FLAGPOLE IS ON THE PROPERTY OF HAROLD M. HARDING ON THE S SHORE
 LX5803'OF NORTH COVE.  IT IS THE ONLY POLE OF ANY SIZE IN THE VICINITY.  AT
 LX5803'THIS POINT NORTH COVE ROAD SKIRTS THE SHORE OF THE COVE.
 LX5803'
 LX5803'THE POLE IS LOCATED INSIDE THE SW CORNER OF THE CONCRETE WALL THAT
 LX5803'SURROUNDS HARDINGS DOORYARD.  IT IS 1 METER FROM BOTH THE W AND S
 LX5803'WALLS.  THE SOUTHERLY WALL HAS A 3-BAR PIPE RAIL ALONG THE TOP.
 LX5803'
 LX5803'THE TWO-PIECE POLE IS ABOUT 45 FEET OVERALL, 15 FEET BEING
 LX5803'TOP-MAST.
 LX5803'
 LX5803'CENTER IS THE CENTER LINE OF THE LOWER POLE.
 LX5803
 LX5803                          STATION RECOVERY (1948)
 LX5803
 LX5803'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5803'THIS STATION HAS BEEN DESTROYED.
 LX5803
 LX5803                          STATION RECOVERY (1997)
 LX5803
 LX5803'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.78  (meters)                     GEOID03
 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 GEOID03.
 LX6259
 LX6259;                    North         East     Units Scale Factor Converg.
 LX6259;SPC CT       -   211,807.662   306,708.476   MT  0.99998729   +0 00 54.4
 LX6259;SPC CT       -   694,905.64  1,006,259.39   sFT  0.99998729   +0 00 54.4
 LX6259;SPC NY L     -   134,211.274   406,489.407   MT  1.00003575   +0 49 57.1
 LX6259;SPC NY L     -   440,324.82  1,333,624.00   sFT  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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6479 ***********************************************************************
 LX6479  DESIGNATION -  NORTH HAVEN BRICK CO STACK
 LX6479  PID         -  LX6479
 LX6479  STATE/COUNTY-  CT/NEW HAVEN
 LX6479  USGS QUAD   -  NEW HAVEN (1984)
 LX6479
 LX6479                         *CURRENT SURVEY CONTROL
 LX6479  ___________________________________________________________________
 LX6479* NAD 83(1996)-  41 21 32.00806(N)    072 53 06.03591(W)     ADJUSTED  
 LX6479* NAVD 88     -                                                        
 LX6479  ___________________________________________________________________
 LX6479  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LX6479  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX6479
 LX6479  HORZ ORDER  -  THIRD
 LX6479
 LX6479.The horizontal coordinates were established by classical geodetic methods
 LX6479.and adjusted by the National Geodetic Survey in August 1998..
 LX6479
 LX6479
 LX6479.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6479
 LX6479.The geoid height was determined by GEOID03.
 LX6479
 LX6479;                    North         East     Units Scale Factor Converg.
 LX6479;SPC CT       -   210,776.264   293,503.501   MT  0.99998777   -0 05 22.3
 LX6479;SPC CT       -   691,521.79    962,936.07   sFT  0.99998777   -0 05 22.3
 LX6479;SPC NY L     -   132,991.380   393,299.878   MT  1.00003428   +0 43 45.5
 LX6479;SPC NY L     -   436,322.55  1,290,351.35   sFT  1.00003428   +0 43 45.5
 LX6479;UTM  18      - 4,580,756.710   676,910.739   MT  0.99998518   +1 23 52.4
 LX6479
 LX6479                          SUPERSEDED SURVEY CONTROL
 LX6479
 LX6479  NAD 83(1992)-  41 21 32.00716(N)    072 53 06.03583(W) AD(       ) 4
 LX6479  NAD 83(1986)-  41 21 32.00949(N)    072 53 06.03870(W) AD(       ) 4
 LX6479  NAD 27      -  41 21 31.67000(N)    072 53 07.67200(W) AD(       ) 3
 LX6479
 LX6479.Superseded values are not recommended for survey control.
 LX6479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6479.See file dsdata.txt to determine how the superseded data were derived.
 LX6479
 LX6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7691180757(NAD 83)
 LX6479_MARKER: 63 = STACK
 LX6479
 LX6479  HISTORY     - Date     Condition        Report By
 LX6479  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX6479  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6479
 LX6479                          STATION DESCRIPTION
 LX6479
 LX6479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6479'THIS STACK IS ON THE PLANT OF THE NORTH HAVEN BRICK COMPANY,
 LX6479'LOCATED E OF STATE STREET JUST S OF THE HAMDEN-NORTH HAVEN TOWN
 LX6479'LINE.  MAIN LINE OF THE HARTFORD DIVISION OF THE NEW HAVEN
 LX6479'RAILROAD IS BETWEEN PLANT AND STATE STREET.  STACK IS ON THE
 LX6479'SOUTHEASTERLY PART OF PLANT.  IT IS MADE OF STEEL AND PAINTED
 LX6479'ALUMINUM COLOR.
 LX6479'
 LX6479'CENTER IS THE CENTER LINE OF THE STACK.
 LX6479
 LX6479                          STATION RECOVERY (1984)
 LX6479
 LX6479'RECOVERY NOTE BY US POWER SQUADRON 1984 (VM)
 LX6479'STATION DESTROYED.
 LX6479'
 LX6479'THE STACK AND ALL BUILDINGS WERE REMOVED MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6464 ***********************************************************************
 LX6464  DESIGNATION -  NORTH HAVEN CATH CH SPIRE
 LX6464  PID         -  LX6464
 LX6464  STATE/COUNTY-  CT/NEW HAVEN
 LX6464  USGS QUAD   -  BRANFORD (1984)
 LX6464
 LX6464                         *CURRENT SURVEY CONTROL
 LX6464  ___________________________________________________________________
 LX6464* NAD 83(1996)-  41 21 29.00539(N)    072 50 22.61798(W)     ADJUSTED  
 LX6464* NAVD 88     -                                                        
 LX6464  ___________________________________________________________________
 LX6464  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX6464  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6464
 LX6464  HORZ ORDER  -  THIRD
 LX6464
 LX6464.The horizontal coordinates were established by classical geodetic methods
 LX6464.and adjusted by the National Geodetic Survey in August 1998..
 LX6464.No horizontal observational check was made to the station.
 LX6464
 LX6464
 LX6464.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6464
 LX6464.The geoid height was determined by GEOID03.
 LX6464
 LX6464;                    North         East     Units Scale Factor Converg.
 LX6464;SPC CT       -   210,678.695   297,301.785   MT  0.99998781   -0 03 33.9
 LX6464;SPC CT       -   691,201.69    975,397.61   sFT  0.99998781   -0 03 33.9
 LX6464;UTM  18      - 4,580,757.763   680,710.298   MT  1.00000191   +1 25 40.4
 LX6464
 LX6464                          SUPERSEDED SURVEY CONTROL
 LX6464
 LX6464  NAD 83(1992)-  41 21 29.00453(N)    072 50 22.61784(W) AD(       ) 4
 LX6464  NAD 83(1986)-  41 21 29.00650(N)    072 50 22.62097(W) AD(       ) 4
 LX6464  NAD 27      -  41 21 28.66340(N)    072 50 24.25939(W) AD(       ) 3
 LX6464
 LX6464.Superseded values are not recommended for survey control.
 LX6464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6464.See file dsdata.txt to determine how the superseded data were derived.
 LX6464
 LX6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8071080758(NAD 83)
 LX6464_MARKER: Z = SEE DESCRIPTION
 LX6464_SETTING: 0 = UNSPECIFIED SETTING
 LX6464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6464
 LX6464  HISTORY     - Date     Condition        Report By
 LX6464  HISTORY     - 1976     MONUMENTED       NGS
 LX6464
 LX6464                          STATION DESCRIPTION
 LX6464
 LX6464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6464'THE STATION IS THE CENTER OF THE WHITE CROSS ON TOP OF THE
 LX6464'GREY STEEPLE OF THE NORTH HAVEN SAINT THERESE CATHOLIC
 LX6464'CHURCH.  IT IS ABOUT 60 FEET HIGH AND ALONG THE EAST OF
 LX6464'STATE HIGHWAY 17 IN NORTH HAVEN.
 LX6464'
 LX6464'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 91
 LX6464'AND STATE HIGHWAYS 17 AND 80 (EXIT 8) IN THE NORTHEAST EDGE OF
 LX6464'NEW HAVEN, GO NORTHEAST ON HIGHWAY 17 FOR 1.45 MILES TO
 LX6464'QUINNAPAC AVENUE.  CONTINUE NORTHEAST ON HIGHWAY 17 FOR 1.6
 LX6464'MILES TO THE JUNCTION OF HALF MILE ROAD AND THE STATION IN THE
 LX6464'NORTHEAST ANGLE OF THE INTERSECTION.
 LX6464'
 LX6464'DESCRIBED BY W.R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6399 ***********************************************************************
 LX6399  DESIGNATION -  NORTH HAVEN PRATT WHITNEY TK
 LX6399  PID         -  LX6399
 LX6399  STATE/COUNTY-  CT/NEW HAVEN
 LX6399  USGS QUAD   -  BRANFORD (1984)
 LX6399
 LX6399                         *CURRENT SURVEY CONTROL
 LX6399  ___________________________________________________________________
 LX6399* NAD 83(1996)-  41 24 47.82687(N)    072 50 40.57726(W)     ADJUSTED  
 LX6399* NAVD 88     -                                                        
 LX6399  ___________________________________________________________________
 LX6399  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LX6399  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX6399
 LX6399  HORZ ORDER  -  THIRD
 LX6399
 LX6399.The horizontal coordinates were established by classical geodetic methods
 LX6399.and adjusted by the National Geodetic Survey in August 1998..
 LX6399
 LX6399
 LX6399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6399
 LX6399.The geoid height was determined by GEOID03.
 LX6399
 LX6399;                    North         East     Units Scale Factor Converg.
 LX6399;SPC CT       -   216,812.772   296,891.061   MT  0.99998534   -0 03 45.8
 LX6399;SPC CT       -   711,326.57    974,050.09   sFT  0.99998534   -0 03 45.8
 LX6399;UTM  18      - 4,586,879.192   680,140.407   MT  0.99999937   +1 25 34.1
 LX6399
 LX6399                          SUPERSEDED SURVEY CONTROL
 LX6399
 LX6399  NAD 83(1992)-  41 24 47.82598(N)    072 50 40.57725(W) AD(       ) 4
 LX6399  NAD 83(1986)-  41 24 47.82853(N)    072 50 40.57923(W) AD(       ) 4
 LX6399  NAD 27      -  41 24 47.48549(N)    072 50 42.21029(W) AD(       ) 3
 LX6399
 LX6399.Superseded values are not recommended for survey control.
 LX6399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6399.See file dsdata.txt to determine how the superseded data were derived.
 LX6399
 LX6399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8014086879(NAD 83)
 LX6399_MARKER: Z = SEE DESCRIPTION
 LX6399_SETTING: 0 = UNSPECIFIED SETTING
 LX6399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6399
 LX6399  HISTORY     - Date     Condition        Report By
 LX6399  HISTORY     - 1976     MONUMENTED       NGS
 LX6399  HISTORY     - 19990227 GOOD             USPSQD
 LX6399
 LX6399                          STATION DESCRIPTION
 LX6399
 LX6399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6399'THE STATION IS THE FINIAL ATOP THE NORTH HAVEN PRATT
 LX6399'WHITNEY AIRCRAFT
 LX6399'WATER TANK WHICH IS OWNED BY THE PRATT AND WHITNEY COMPANY.
 LX6399'IT IS PAINTED CHECKERED RED AND WHITE AND IS ABOUT
 LX6399'120 FEET HIGH.
 LX6399'IT IS LOCATED ABOUT 1 MILE NORTH OF THE JUNCTION OF INTERSTATE
 LX6399'HIGHWAY 91 AND U.S. HIGHWAY 5 IN NORTH HAVEN.
 LX6399'
 LX6399'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6399'91 AND U.S. HIGHWAY 5 IN NORTH HAVEN, GO NORTH ON HIGHWAY 5
 LX6399'FOR 1.0 MILE TO THE TANK ON THE LEFT.
 LX6399'
 LX6399'DESCRIBED BY V.D. NOVAK.
 LX6399
 LX6399                          STATION RECOVERY (1999)
 LX6399
 LX6399'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX6399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3264 ***********************************************************************
 LW3264  DESIGNATION -  NORTH STONINGTON BAPT CH SPIRE
 LW3264  PID         -  LW3264
 LW3264  STATE/COUNTY-  CT/NEW LONDON
 LW3264  USGS QUAD   -  ASHAWAY (1984)
 LW3264
 LW3264                         *CURRENT SURVEY CONTROL
 LW3264  ___________________________________________________________________
 LW3264* NAD 83(1996)-  41 25 42.07477(N)    071 50 46.03712(W)     ADJUSTED  
 LW3264* NAVD 88     -                                                        
 LW3264  ___________________________________________________________________
 LW3264  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 LW3264  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3264
 LW3264  HORZ ORDER  -  THIRD
 LW3264
 LW3264.The horizontal coordinates were established by classical geodetic methods
 LW3264.and adjusted by the National Geodetic Survey in August 1998..
 LW3264
 LW3264
 LW3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3264
 LW3264.The geoid height was determined by GEOID03.
 LW3264
 LW3264;                    North         East     Units Scale Factor Converg.
 LW3264;SPC CT       -   218,877.139   380,351.603   MT  0.99998482   +0 35 57.6
 LW3264;SPC CT       -   718,099.41  1,247,870.22   sFT  0.99998482   +0 35 57.6
 LW3264;SPC RI       -    38,375.196    71,068.517   MT  1.00000405   -0 13 44.5
 LW3264;SPC RI       -   125,902.62    233,163.96   sFT  1.00000405   -0 13 44.5
 LW3264;UTM  19      - 4,590,220.312   262,180.862   MT  1.00029609   -1 53 02.8
 LW3264
 LW3264                          SUPERSEDED SURVEY CONTROL
 LW3264
 LW3264  NAD 83(1992)-  41 25 42.07357(N)    071 50 46.03637(W) AD(       ) 4
 LW3264  NAD 83(1986)-  41 25 42.07282(N)    071 50 46.03770(W) AD(       ) 4
 LW3264  NAD 27      -  41 25 41.71570(N)    071 50 47.78513(W) AD(       ) 3
 LW3264
 LW3264.Superseded values are not recommended for survey control.
 LW3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3264.See file dsdata.txt to determine how the superseded data were derived.
 LW3264
 LW3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6218190220(NAD 83)
 LW3264_MARKER: 90 = CHURCH SPIRE
 LW3264
 LW3264  HISTORY     - Date     Condition        Report By
 LW3264  HISTORY     - 1974     FIRST OBSERVED   NGS
 LW3264
 LW3264                          STATION DESCRIPTION
 LW3264
 LW3264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3264'THE STATION IS THE APEX OF THE NORTH STONINGTON SECOND BAPTIST
 LW3264'CHURCH SPIRE.  IT IS LOCATED ABOUT 3.5 MILES NORTH OF WESTERLY,
 LW3264'2.2 MILES EAST-SOUTHEAST OF NORTH STONINGTON AND 2.5 MILES
 LW3264'SOUTHWEST OF CLARKS FALLS.  THE SPIRE IS WHITE IN COLOR IS SET
 LW3264'ATOP A SQUARE BELFRY AND HAS AN OVER-ALL HEIGHT OF 60 FEET.
 LW3264'
 LW3264'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2 AND
 LW3264'84 WHICH IS ABOUT 3.5 MILES NORTHWEST OF WESTERLY, RHODE
 LW3264'ISLAND, GO EAST-NORTHEAST FOLLOWING STATE HIGHWAY 184 FOR 0.8
 LW3264'MILE TO A CROSSROAD.  TURN RIGHT, GO SOUTH ON STATE HIGHWAY 49
 LW3264'FOR 0.2 MILE TO A SIDE ROAD LEFT (STILLMAN ROAD).  CONTINUE
 LW3264'SOUTH ON STATE HIGHWAY 49 FOR 0.15 MILE TO A WOODEN GATE ON THE
 LW3264'LEFT JUST AFTER PASSING A CEMETERY.  TURN LEFT, GO NORTHEAST
 LW3264'AND PASSING THRU GATE UPHILL FOR 250 FEET TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3558 ***********************************************************************
 LW3558  DESIGNATION -  NORTH STONINGTON CONG CH SPIRE
 LW3558  PID         -  LW3558
 LW3558  STATE/COUNTY-  CT/NEW LONDON
 LW3558  USGS QUAD   -  VOLUNTOWN (1975)
 LW3558
 LW3558                         *CURRENT SURVEY CONTROL
 LW3558  ___________________________________________________________________
 LW3558* NAD 83(1996)-  41 30 19.88630(N)    071 50 23.80016(W)     ADJUSTED  
 LW3558* NAVD 88     -                                                        
 LW3558  ___________________________________________________________________
 LW3558  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LW3558  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LW3558
 LW3558  HORZ ORDER  -  THIRD
 LW3558
 LW3558.The horizontal coordinates were established by classical geodetic methods
 LW3558.and adjusted by the National Geodetic Survey in August 1998..
 LW3558
 LW3558
 LW3558.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3558
 LW3558.The geoid height was determined by GEOID03.
 LW3558
 LW3558;                    North         East     Units Scale Factor Converg.
 LW3558;SPC CT       -   227,452.657   380,777.624   MT  0.99998326   +0 36 12.3
 LW3558;SPC CT       -   746,234.26  1,249,267.92   sFT  0.99998326   +0 36 12.3
 LW3558;SPC RI       -    46,943.828    71,618.507   MT  1.00000366   -0 13 31.0
 LW3558;SPC RI       -   154,014.88    234,968.39   sFT  1.00000366   -0 13 31.0
 LW3558;UTM  19      - 4,598,771.945   262,978.527   MT  1.00029141   -1 52 58.4
 LW3558
 LW3558                          SUPERSEDED SURVEY CONTROL
 LW3558
 LW3558  NAD 83(1992)-  41 30 19.88510(N)    071 50 23.79945(W) AD(       ) 4
 LW3558  NAD 83(1986)-  41 30 19.88455(N)    071 50 23.80049(W) AD(       ) 4
 LW3558  NAD 27      -  41 30 19.52868(N)    071 50 25.54233(W) AD(       ) 3
 LW3558
 LW3558.Superseded values are not recommended for survey control.
 LW3558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3558.See file dsdata.txt to determine how the superseded data were derived.
 LW3558
 LW3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6297998772(NAD 83)
 LW3558
 LW3558  HISTORY     - Date     Condition        Report By
 LW3558  HISTORY     - 1937     MONUMENTED       CTGS
 LW3558  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW3558
 LW3558                          STATION DESCRIPTION
 LW3558
 LW3558'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3558'ABOUT 2 MILES SOUTH OF THE NORTH STONINGTON-VOLUNTOWN TOWN LINE,
 LW3558'A WHITE-FRAME SPIRE ABOUT 65 FEET ABOVE THE GROUND.  WHITE-FRAME
 LW3558'CHURCH IS AT THE TOP OF A SMALL HILL ABOUT 200 FEET WEST OF ROUTE
 LW3558'95.  THE SPIRE WAS DEMOLISHED BY THE 1938 HURRICANE.  IT IS NOT
 LW3558'KNOWN IF IT WILL BE REBUILT.  IT WAS OBSERVED FROM STATIONS BAY,
 LW3558'STEWART, AND CHAMPLIN 2.
 LW3558
 LW3558                          STATION RECOVERY (1975)
 LW3558
 LW3558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3558'THE STATION WAS NOT VISTED AT THIS TIME.  IT WAS OBSERVED UPON
 LW3558'AND A NEW POSITION WAS ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3463 ***********************************************************************
 LW3463  DESIGNATION -  NORTH STONINGTON LOT
 LW3463  PID         -  LW3463
 LW3463  STATE/COUNTY-  CT/NEW LONDON
 LW3463  USGS QUAD   -  OLD MYSTIC (1983)
 LW3463
 LW3463                         *CURRENT SURVEY CONTROL
 LW3463  ___________________________________________________________________
 LW3463* NAD 83(1996)-  41 28 41.91220(N)    071 52 50.29738(W)     ADJUSTED  
 LW3463* NAVD 88     -                                                        
 LW3463  ___________________________________________________________________
 LW3463  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LW3463  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW3463
 LW3463  HORZ ORDER  -  THIRD
 LW3463
 LW3463.The horizontal coordinates were established by classical geodetic methods
 LW3463.and adjusted by the National Geodetic Survey in August 1998..
 LW3463
 LW3463
 LW3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3463
 LW3463.The geoid height was determined by GEOID03.
 LW3463
 LW3463;                    North         East     Units Scale Factor Converg.
 LW3463;SPC CT       -   224,395.286   377,410.793   MT  0.99998360   +0 34 35.2
 LW3463;SPC CT       -   736,203.53  1,238,221.91   sFT  0.99998360   +0 34 35.2
 LW3463;SPC RI       -    43,935.403    68,207.739   MT  1.00000618   -0 15 07.6
 LW3463;SPC RI       -   144,144.73    223,778.22   sFT  1.00000618   -0 15 07.6
 LW3463;UTM  19      - 4,595,862.552   259,481.147   MT  1.00031198   -1 54 31.9
 LW3463
 LW3463                          SUPERSEDED SURVEY CONTROL
 LW3463
 LW3463  NAD 83(1992)-  41 28 41.91104(N)    071 52 50.29663(W) AD(       ) 4
 LW3463  NAD 83(1986)-  41 28 41.91065(N)    071 52 50.29818(W) AD(       ) 4
 LW3463  NAD 27      -  41 28 41.55432(N)    071 52 52.03999(W) AD(       ) 3
 LW3463
 LW3463.Superseded values are not recommended for survey control.
 LW3463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3463.See file dsdata.txt to determine how the superseded data were derived.
 LW3463
 LW3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5948195863(NAD 83)
 LW3463_MARKER: 73 = LOOKOUT HOUSE
 LW3463
 LW3463  HISTORY     - Date     Condition        Report By
 LW3463  HISTORY     - 1974     FIRST OBSERVED   NGS
 LW3463
 LW3463                          STATION DESCRIPTION
 LW3463
 LW3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3463'THE STATION IS THE FINIAL OF THE NORTH STONINGTON LOOKOUT
 LW3463'TOWER.  IT IS LOCATED ABOUT 4 MILES WEST OF THE CONNECTICUT-RHODE
 LW3463'ISLAND STATE LINE, 2 MILES NORTH OF NORTH STONINGTON AND
 LW3463'OWNED BY THE STATE OF CONNECTICUT.  THE TOWER IS A 4 LEGGED
 LW3463'STEEL STRUCTURE, SILVER IN COLOR, HAS A GLASS ENCLOSED
 LW3463'OBSERVATION ROOM AT THE TOP AND HAS AN OVER-ALL HEIGHT OF
 LW3463'80 FEET.
 LW3463'
 LW3463'TO REACH THE STATION FROM THE POST OFFICE IN NORTH
 LW3463'STONINGTON, GO IN A NORTHERLY DIRECTION ON A PAVED ROAD
 LW3463'FOR 0.1 MILE TO A SIDE ROAD RIGHT.  CONTINUE AHEAD ON A PAVED
 LW3463'AND GRAVELED ROAD FOR 0.7 MILE TO A FORK.  BEAR LEFT, GO IN
 LW3463'A NORTHWESTERLY DIRECTION FOR 0.1 MILE TO A SIDE ROAD
 LW3463'LEFT.  CONTINUE AHEAD ON A PAVED ROAD FOR 1.8 MILES TO THE
 LW3463'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3470 ***********************************************************************
 LW3470  DESIGNATION -  NORTH STONINGTON TV TOWER
 LW3470  PID         -  LW3470
 LW3470  STATE/COUNTY-  CT/NEW LONDON
 LW3470  USGS QUAD   -  OLD MYSTIC (1983)
 LW3470
 LW3470                         *CURRENT SURVEY CONTROL
 LW3470  ___________________________________________________________________
 LW3470* NAD 83(1996)-  41 27 38.87868(N)    071 55 44.21066(W)     ADJUSTED  
 LW3470* NAVD 88     -                                                        
 LW3470  ___________________________________________________________________
 LW3470  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 LW3470  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LW3470
 LW3470  HORZ ORDER  -  THIRD
 LW3470
 LW3470.The horizontal coordinates were established by classical geodetic methods
 LW3470.and adjusted by the National Geodetic Survey in August 1998..
 LW3470
 LW3470
 LW3470.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3470
 LW3470.The geoid height was determined by GEOID03.
 LW3470
 LW3470;                    North         East     Units Scale Factor Converg.
 LW3470;SPC CT       -   222,411.303   373,394.546   MT  0.99998394   +0 32 39.9
 LW3470;SPC CT       -   729,694.42  1,225,045.27   sFT  0.99998394   +0 32 39.9
 LW3470;SPC RI       -    42,009.653    64,163.128   MT  1.00000955   -0 17 02.4
 LW3470;SPC RI       -   137,826.67    210,508.53   sFT  1.00000955   -0 17 02.4
 LW3470;UTM  19      - 4,594,053.953   255,381.261   MT  1.00033646   -1 56 24.9
 LW3470;UTM  18      - 4,594,465.828   756,488.410   MT  1.00040968   +2 02 04.1
 LW3470
 LW3470                          SUPERSEDED SURVEY CONTROL
 LW3470
 LW3470  NAD 83(1992)-  41 27 38.87753(N)    071 55 44.20995(W) AD(       ) 4
 LW3470  NAD 83(1986)-  41 27 38.87715(N)    071 55 44.21240(W) AD(       ) 4
 LW3470  NAD 27      -  41 27 38.52174(N)    071 55 45.94732(W) AD(       ) 3
 LW3470
 LW3470.Superseded values are not recommended for survey control.
 LW3470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3470.See file dsdata.txt to determine how the superseded data were derived.
 LW3470
 LW3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5538194054(NAD 83)
 LW3470_MARKER: 43 = RADIO/TV TOWER
 LW3470
 LW3470  HISTORY     - Date     Condition        Report By
 LW3470  HISTORY     - 1975     FIRST OBSERVED   NGS
 LW3470
 LW3470                          STATION DESCRIPTION
 LW3470
 LW3470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3470'THE STATION IS THE APEX OF THE NORTH STONINGTON COASTAL CABLE
 LW3470'T.V. TOWER WHICH IS LOCATED ABOUT 2 MILES NORTHWEST
 LW3470'OF NORTH STONINGTON, CONNECTICUT.  THE RED AND WHITE TOWER
 LW3470'IS APPROXIMATELY 350 FT. TALL.  THE FEDERAL COMMUNICATIONS
 LW3470'COMMISSION CALL LETTERS FOR THE MICROWAVE SYSTEM ON THIS TOWER
 LW3470'ARE WAP 287.
 LW3470'
 LW3470'THE TOWER IS ON A 350 FT. DIAMETER PLOT OF LAND OWNED BY
 LW3470'COASTAL CABLE T.V., 791 LONG HILL ROAD, GROTON,
 LW3470'CONNECTICUT.  THIS LAND IS SURROUNDED BY THE FARMLAND OF
 LW3470'G. FRANKLIN MINER, BOX 419A, NORTH STONINGTON,
 LW3470'CONNECTICUT.  FOR FURTHER INFORMATION, CONTACT JERALD
 LW3470'CRUSAN, VICE PRESIDENT, COASTAL CABLE T.V.  PHONE 445-8116.
 LW3470'
 LW3470'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 LW3470'2 AND 201 NORTH, ABOUT 1 MILE NORTH OF NORTH STONINGTON,
 LW3470'CONNECTICUT, GO NORTH ON HIGHWAY 2 FOR 2.2 MILES TO THE
 LW3470'INTERSECTION WITH WINTECHOG HILL ROAD ON THE LEFT.  TURN
 LW3470'LEFT AND FOLLOW WINTECHOG HILL ROAD FOR 1.7 MILES TO
 LW3470'A DIRT FARM LANE ROAD ON THE LEFT AND FOUR MAILBOXES ON
 LW3470'THE RIGHT INCLUDING THE BOX OF G. FRANKLIN MINER, BOX
 LW3470'419A.  TURN LEFT AND FOLLOW THE DIRT LANE FOR 0.4 MILE TO
 LW3470'A FORK.  FOLLOW THE LEFT BRANCH FOR 0.05 MILE TO ANOTHER FORK
 LW3470'AND AN OLD SAWMILL ON THE LEFT.  TAKE THE LEFT BRANCH
 LW3470'FOLLOWING A TRUCK TRAIL FOR 0.2 MILE TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6236 ***********************************************************************
 LX6236  DESIGNATION -  NORTHAMS HOUSE
 LX6236  PID         -  LX6236
 LX6236  STATE/COUNTY-  CT/NEW HAVEN
 LX6236  USGS QUAD   -  GUILFORD (1984)
 LX6236
 LX6236                         *CURRENT SURVEY CONTROL
 LX6236  ___________________________________________________________________
 LX6236* NAD 83(1996)-  41 20 37.90191(N)    072 37 40.41449(W)     ADJUSTED  
 LX6236* NAVD 88     -                                                        
 LX6236  ___________________________________________________________________
 LX6236  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LX6236  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6236
 LX6236  HORZ ORDER  -  THIRD
 LX6236
 LX6236.The horizontal coordinates were established by classical geodetic methods
 LX6236.and adjusted by the National Geodetic Survey in August 1998..
 LX6236
 LX6236
 LX6236.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6236
 LX6236.The geoid height was determined by GEOID03.
 LX6236
 LX6236;                    North         East     Units Scale Factor Converg.
 LX6236;SPC CT       -   209,105.494   315,020.414   MT  0.99998860   +0 04 51.5
 LX6236;SPC CT       -   686,040.27  1,033,529.47   sFT  0.99998860   +0 04 51.5
 LX6236;SPC NY L     -   131,627.773   414,839.411   MT  1.00003199   +0 53 50.9
 LX6236;SPC NY L     -   431,848.79  1,361,018.97   sFT  1.00003199   +0 53 50.9
 LX6236;UTM  18      - 4,579,644.805   698,464.750   MT  1.00008477   +1 34 02.9
 LX6236
 LX6236                          SUPERSEDED SURVEY CONTROL
 LX6236
 LX6236  NAD 83(1992)-  41 20 37.90105(N)    072 37 40.41430(W) AD(       ) 4
 LX6236  NAD 83(1986)-  41 20 37.90298(N)    072 37 40.41730(W) AD(       ) 4
 LX6236  NAD 27      -  41 20 37.55500(N)    072 37 42.06900(W) AD(       ) 3
 LX6236
 LX6236.Superseded values are not recommended for survey control.
 LX6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6236.See file dsdata.txt to determine how the superseded data were derived.
 LX6236
 LX6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9846579645(NAD 83)
 LX6236
 LX6236  HISTORY     - Date     Condition        Report By
 LX6236  HISTORY     - 1934     MONUMENTED       CGS
 LX6236
 LX6236                          STATION DESCRIPTION
 LX6236
 LX6236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6236'THE SINGLE HOUSE ON THE HIGHEST PART OF HIGH HILL IS THE
 LX6236'PROPERTY OF MRS. BARBARA NORTHAM PALIN.  THE HOUSE IS TWO STORIES
 LX6236'HIGH WITH VERY SHARP GABLES.  THE WALLS ARE OF COBBLESTONE
 LX6236'MASONRY ALMOST CONCEALED WITH A YELLOWISH STUCCO.  THE ROOF IS
 LX6236'SLATE.
 LX6236'
 LX6236'HIGH HILL IS 5.3 MILES N OF MADISON CENTER ON ROUTE 79.
 LX6236'
 LX6236'CENTER IS THE CENTER LINE OF THE HOUSE.
 LX6236'
 LX6236'THIS HOUSE IS A VERY PROMINENT LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3541 ***********************************************************************
 LX3541  DESIGNATION -  NORTHFIELD
 LX3541  PID         -  LX3541
 LX3541  STATE/COUNTY-  CT/LITCHFIELD
 LX3541  USGS QUAD   -  THOMASTON (1976)
 LX3541
 LX3541                         *CURRENT SURVEY CONTROL
 LX3541  ___________________________________________________________________
 LX3541* NAD 83(1996)-  41 41 57.11588(N)    073 06 57.52449(W)     ADJUSTED  
 LX3541* NAVD 88     -       308.2    (meters)    1011.     (feet)  VERTCON   
 LX3541  ___________________________________________________________________
 LX3541  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 LX3541  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX3541
 LX3541  HORZ ORDER  -  SECOND
 LX3541
 LX3541.The horizontal coordinates were established by classical geodetic methods
 LX3541.and adjusted by the National Geodetic Survey in August 1998..
 LX3541.No horizontal observational check was made to the station.
 LX3541
 LX3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3541
 LX3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3541
 LX3541.The geoid height was determined by GEOID03.
 LX3541
 LX3541;                    North         East     Units Scale Factor Converg.
 LX3541;SPC CT       -   248,627.356   274,337.065   MT  0.99998730   -0 14 33.6
 LX3541;SPC CT       -   815,704.92    900,054.19   sFT  0.99998730   -0 14 33.6
 LX3541;UTM  18      - 4,618,094.377   656,766.108   MT  0.99990243   +1 15 12.8
 LX3541
 LX3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3541!SPC CT       -   0.99995622  x   0.99998730  =   0.99994352
 LX3541!UTM  18      -   0.99995622  x   0.99990243  =   0.99985866
 LX3541
 LX3541|---------------------------------------------------------------------|
 LX3541| PID    Reference Object                     Distance      Geod. Az  |
 LX3541|                                                           dddmmss.s |
 LX3541| CB4829 NORTHFIELD RP 1                       4.773 METERS 04735     |
 LX3541| CB4827 NORTHFIELD RM 1                       9.539 METERS 13114     |
 LX3541| CB2409 3111                                               1395742.0 |
 LX3541| CB4828 NORTHFIELD RM 2                      19.640 METERS 19833     |
 LX3541|---------------------------------------------------------------------|
 LX3541
 LX3541                          SUPERSEDED SURVEY CONTROL
 LX3541
 LX3541  NAD 83(1996)-  41 41 57.11561(N)    073 06 57.52485(W) AD(       ) 2
 LX3541  NAD 83(1992)-  41 41 57.11586(N)    073 06 57.52504(W) AD(       ) 2
 LX3541  NAD 83(1992)-  41 41 57.11728(N)    073 06 57.52633(W) AD(       ) 2
 LX3541  NAD 83(1986)-  41 41 57.11724(N)    073 06 57.52642(W) AD(       ) 2
 LX3541  NAD 27      -  41 41 56.76786(N)    073 06 59.12951(W) AD(       ) 2
 LX3541  NGVD 29 (07/19/86)  308.5    (m)         1012.     (f) VERT ANG       
 LX3541
 LX3541.Superseded values are not recommended for survey control.
 LX3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3541.See file dsdata.txt to determine how the superseded data were derived.
 LX3541
 LX3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5676618094(NAD 83)
 LX3541_MARKER: DD = SURVEY DISK
 LX3541_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX3541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3541
 LX3541  HISTORY     - Date     Condition        Report By
 LX3541  HISTORY     - 1981     MONUMENTED       CTGS
 LX3541
 LX3541                          STATION DESCRIPTION
 LX3541
 LX3541'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1981 (AJK)
 LX3541'THE STATION IS LOCATED ABOUT 7.6 KM (4.75 MI) SOUTH OF EAST
 LX3541'LITCHFIELD, 5.6 KM (3.5 MI) EAST NORTHEAST OF EAST MORRIS AND
 LX3541'4.4 KM (2.75 MI) NORTHWEST OF THOMASTON.
 LX3541'OWNERSHIP--TOWN OF LITCHFIELD, MR THEODORE LITWIN
 LX3541'FIRST SELECTMAN, TOWN OFFICE BUILDING WEST STREET,
 LX3541'LITCHFIELD CT 06759, PHONE 203-567-9461.
 LX3541'
 LX3541'TO REACH THE STATION FROM THE INTERSECTION OF CONNECTICUT ROUTE
 LX3541'254 (NORTHFIELD ROAD) AND THE LITCHFIELD THOMASTON TOWN LINE
 LX3541'PROCEED NORTHWESTERLY ALONG CONNECTICUT ROUTE 254 FOR 2.1 KM
 LX3541'(1.31 MI) TO A ROAD LEFT.  TAKE LEFT AND PROCEED SOUTHEASTERLY
 LX3541'ALONG CAMP HILL ROAD FOR 0.5 KM (0.29 MI) TO THE STATION ON THE
 LX3541'LEFT.
 LX3541'
 LX3541'THE STATION IS A STANDARD CTGS DISK
 LX3541'STAMPED---NORTHFIELD---,
 LX3541'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3541'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 LX3541'25.76 METERS (84.5 FT) EAST FROM POWER POLE 5141,
 LX3541'22.98 METERS (75.4 FT) NORTH FROM POWER POLE 5140 AND
 LX3541'6.7 METERS (22 FT) NORTHEAST FROM THE CENTERLINE OF CAMP HILL
 LX3541'ROAD.
 LX3541'
 LX3541'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A RAILROAD SPIKE,
 LX3541'DRIVEN INTO A 60 CM MAPLE TREE SET 0.4 METER ABOVE THE GROUND.
 LX3541'IT IS LOCATED
 LX3541'34.81 METERS (114.2 FT) EAST-SOUTHEAST FROM POWER POLE 5141,
 LX3541'17.74 METERS (58.2 FT) NORTHEAST FROM POWER POLE 5140 AND
 LX3541'8.5 METERS (28 FT) NORTHEAST FROM THE CENTERLINE OF CAMP HILL
 LX3541'ROAD.
 LX3541'MARK IS ABOVE STATION 0.4 METER.
 LX3541'
 LX3541'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A RAILROAD SPIKE,
 LX3541'DRIVEN INTO A 71 CM MAPLE TREE SET 1.6 METERS ABOVE THE GROUND.
 LX3541'IT IS LOCATED
 LX3541'32.40 METERS (106.3 FT) SOUTHEAST FROM POWER POLE 5141,
 LX3541'8.47 METERS (27.8 FT) NORTHWEST FROM POWER POLE 5140 AND
 LX3541'10.1 METERS (33 FT) SOUTHWEST FROM THE CENTERLINE OF CAMP HILL
 LX3541'ROAD.
 LX3541'MARK IS ABOVE STATION 0.2 METER.
 LX3541'
 LX3541'REFERENCE POINT NUMBER 1 IS A DRILL HOLE IN AN IRON PIN 2 CM SQUARE
 LX3541'AND 121 CM LONG.
 LX3541'THE TOP IS DRIVEN 3 CM BELOW THE GROUND.
 LX3541'IT IS LOCATED
 LX3541'28.41 METERS (93.2 FT) EAST FROM POWER POLE 5141,
 LX3541'26.27 METERS (86.2 FT) NORTH-NORTHEAST FROM POWER POLE 5140 AND
 LX3541'11.6 METERS (38 FT) NORTHEAST FROM THE CENTERLINE OF CAMP HILL
 LX3541'ROAD.
 LX3541'MARK IS ABOVE STATION 0.4 METER.
 LX3541'
 LX3541'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX3541'STAMPED---3111---,
 LX3541'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX3541'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 LX3541'29.3 METERS (96 FT) NORTHWEST FROM THE CENTERLINE OF A BITUMINOUS
 LX3541'ROAD,
 LX3541'5.5 METERS (18 FT) SOUTHWEST FROM THE CENTERLINE OF CAMP HILL
 LX3541'ROAD AND
 LX3541'1.16 METERS (3.8 FT) EAST FROM POWER POLE 5134.
 LX3541'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY ALONG
 LX3541'CAMP HILL ROAD FOR 0.3 KM (0.18 MI) TO THE STATION ON THE RIGHT.
 LX3541'
 LX3541'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3597 ***********************************************************************
 LX3597  DESIGNATION -  NORTHVILLE
 LX3597  PID         -  LX3597
 LX3597  STATE/COUNTY-  CT/LITCHFIELD
 LX3597  USGS QUAD   -  ROXBURY (1984)
 LX3597
 LX3597                         *CURRENT SURVEY CONTROL
 LX3597  ___________________________________________________________________
 LX3597* NAD 83(1996)-  41 36 38.06897(N)    073 22 11.51604(W)     ADJUSTED  
 LX3597* NAVD 88     -       322.1    (meters)    1057.     (feet)  VERTCON   
 LX3597  ___________________________________________________________________
 LX3597  LAPLACE CORR-           6.60  (seconds)                    DEFLEC99
 LX3597  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX3597
 LX3597  HORZ ORDER  -  FIRST
 LX3597
 LX3597.The horizontal coordinates were established by classical geodetic methods
 LX3597.and adjusted by the National Geodetic Survey in August 1998..
 LX3597
 LX3597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3597
 LX3597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3597
 LX3597.The geoid height was determined by GEOID03.
 LX3597
 LX3597;                    North         East     Units Scale Factor Converg.
 LX3597;SPC CT       -   238,905.123   253,133.612   MT  0.99998404   -0 24 39.6
 LX3597;SPC CT       -   783,807.89    830,489.19   sFT  0.99998404   -0 24 39.6
 LX3597;UTM  18      - 4,607,823.547   635,826.051   MT  0.99982703   +1 04 57.6
 LX3597
 LX3597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3597!SPC CT       -   0.99995414  x   0.99998404  =   0.99993818
 LX3597!UTM  18      -   0.99995414  x   0.99982703  =   0.99978118
 LX3597
 LX3597|---------------------------------------------------------------------|
 LX3597| PID    Reference Object                     Distance      Geod. Az  |
 LX3597|                                                           dddmmss.s |
 LX3597| CB4831 NORTHVILLE RM 1                      23.225 METERS 02434     |
 LX3597| LX7448 NORTHVILLE AZ MK 2                  426.045 METERS 1550326.8 |
 LX3597| CB4832 NORTHVILLE RM 2                      31.452 METERS 18310     |
 LX3597| CB4830 NORTHVILLE AZ MK                                   1854055.5 |
 LX3597|---------------------------------------------------------------------|
 LX3597
 LX3597                          SUPERSEDED SURVEY CONTROL
 LX3597
 LX3597  NAD 83(1992)-  41 36 38.06887(N)    073 22 11.51662(W) AD(       ) 1
 LX3597  NAD 83(1986)-  41 36 38.07076(N)    073 22 11.51764(W) AD(       ) 1
 LX3597  NAD 27      -  41 36 37.72871(N)    073 22 13.08576(W) AD(       ) 1
 LX3597  NGVD 29 (10/23/89)  322.4    (m)         1058.     (f) VERT ANG       
 LX3597
 LX3597.Superseded values are not recommended for survey control.
 LX3597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3597.See file dsdata.txt to determine how the superseded data were derived.
 LX3597
 LX3597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3582607824(NAD 83)
 LX3597_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3597_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3597+STABILITY: SURFACE MOTION
 LX3597
 LX3597  HISTORY     - Date     Condition        Report By
 LX3597  HISTORY     - 1942     MONUMENTED       CGS
 LX3597  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3597  HISTORY     - 1983     GOOD             NGS
 LX3597  HISTORY     - 1984     GOOD             NGS
 LX3597
 LX3597                          STATION DESCRIPTION
 LX3597
 LX3597'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3597'THE STATION IS LOCATED ABOUT 3.5 MILES NE OF NEW MILFORD AND
 LX3597'4.75 MILES S OF NEW PRESTON.  IT IS ON A BARE HILL KNOWN AS
 LX3597'GT. BARE MT. AND IS ON THE PROPERTY OF C.K. ETHERINGTON, WHO LIVES
 LX3597'ABOUT 200 YARDS SW OF THE STATION.  THE MARK IS 4.8 FEET NE OF
 LX3597'A STANDARD REFERENCE POST.  THE DISK IS STAMPED NORTHVILLE 1942.
 LX3597'
 LX3597'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LX3597'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX3597'
 LX3597'REFERENCE MARK NO. 1 IS 76.18 FEET NE OF THE STATION, 2 FEET
 LX3597'W OF A N-S FENCE LINE.  THE MARK IS ABOUT 2 FEET LOWER IN ELEVATION
 LX3597'THAN THE STATION MARK.  THE DISK IS STAMPED NORTHVILLE NO. 1 1942.
 LX3597'
 LX3597'REFERENCE MARK NO. 2 IS 103.19 FEET S OF THE STATION, 15 INCHES
 LX3597'N OF AN E-W FENCE LINE.  THE MARK IS ABOUT 4 FEET LOWER IN
 LX3597'ELEVATION THAN THE STATION MARK AND PROJECTS 8 INCHES.  THE DISK
 LX3597'IS STAMPED NORTHVILLE NO. 2 1942.
 LX3597'
 LX3597'THE AZIMUTH MARK IS 0.5 MILE S OF THE STATION, 14.6 FEET SE
 LX3597'OF THE CENTER LINE OF A GRADED DIRT ROAD, 2.6 FEET W OF A STANDARD
 LX3597'REFERENCE POST, 1.6 FEET E OF A POWER-LINE POLE NO. 19178.  THE
 LX3597'DISK IS STAMPED NORTHVILLE 1942.
 LX3597'
 LX3597'TO REACH THE STATION FROM THE S END OF THE CITY PARK IN NEW
 LX3597'MILFORD, GO E ON PAVED STREET FOR 0.1 MILE TO CONNECTICUT STATE
 LX3597'HIGHWAY 25, HERE TURN LEFT ON CONNECTICUT STATE HIGHWAY 25 AND GO
 LX3597'1.85 MILES TO A PAVED ROAD RIGHT THAT IS JUST AFTER PASSING AN
 LX3597'ESSO SERVICE STATION ON THE RIGHT, HERE TURN RIGHT AND GO 1.0
 LX3597'MILE TO A GRAVELED ROAD ON RIGHT, THENCE RIGHT FOR 1.0 MILE TO A
 LX3597'CROSS ROAD.  *HERE TURN LEFT AND GO 0.05 MILE TO A DRIVEWAY ON
 LX3597'THE RIGHT THENCE RIGHT INTO DRIVEWAY FOR 0.1 MILE TO A WHITE
 LX3597'PLANK GATE THAT IS JUST E OF TWO RED SILOS, PASS THROUGH GATE AND
 LX3597'TURN SHARP LEFT, THENCE GO 0.05 MILE TO ANOTHER WHITE PLANK GATE,
 LX3597'PASS THROUGH GATE AND TURN RIGHT UPHILL FOR 0.05 MILE TO THE
 LX3597'SUMMIT OF THE HILL AND STATION.
 LX3597'
 LX3597'*TO REACH THE AZIMUTH MARK FROM THE CROSSROADS MENTIONED IN
 LX3597'STATION DESCRIPTION, GO S ON GRAVELED ROAD FOR 0.45 MILE TO THE
 LX3597'MARK ON THE LEFT.
 LX3597'
 LX3597'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LX3597
 LX3597                          STATION RECOVERY (1972)
 LX3597
 LX3597'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX3597'NORTHVILLE 1942 EXCELLENT
 LX3597'
 LX3597'NORTHVILLE NO. 1 1942 EXCELLENT
 LX3597'
 LX3597'NORTHVILLE NO. 2 1942 EXCELLENT
 LX3597'
 LX3597'AZM MARK -NORTHVILLE 1942 EXCELLENT
 LX3597'
 LX3597'AZIMUTH MARK WAS FOUND TO BE 0.7 MILE FROM STATION.  ORIGINAL
 LX3597'DESCRIPTION SAID 0.5 MILE.
 LX3597
 LX3597                          STATION RECOVERY (1983)
 LX3597
 LX3597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3597'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 LX3597'RECOVERED IN GOOD CONDITION, THE AZIMUTH MARK WAS
 LX3597'RECOVERED WITHOUT DISK AND TOP OF POST MUTILATED.
 LX3597'A NEW AZIMUTH MARK 2 WAS SET AT THIS TIME.  THE DIRECTION
 LX3597'BETWEEN THE REFERENCE MARKS DID COMPARE WITH OLD DATA,
 LX3597'HOWEVER IT WAS NOTED THAT THE DISTANCE TO REFERENCE
 LX3597'MARK 1 WAS NOTED TO BE LONGER BY 0.005 METER AND THE
 LX3597'DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.030 METER.
 LX3597'A NEW DESCRIPTION FOLLOWS.
 LX3597'THE STATION IS LOCATED ABOUT 13 KM (8 MI) EAST OF THE
 LX3597'NEW YORK STATE LINE, 7.2 KM (4.5 MI) SOUTH OF NEW
 LX3597'PRESTON, 5.6 KM (3.5 MI) NORTHEAST OF NEW MILFORD AND ON
 LX3597'A BARE HILL WITH FRUIT TREES.
 LX3597'OWNERSHIP--STEVE REIMER, 230 RIDGE ROAD, NEW MILFORD CT
 LX3597'06776, PHONE 203-354-3527.
 LX3597'
 LX3597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202
 LX3597'AND STATE HIGHWAY 67 IN NEW MILFORD, GO NORTH ON
 LX3597'HIGHWAY 202 FOR 2.9 KM (1.75 MI) TO ITS JUNCTION
 LX3597'WITH STATE HIGHWAY 109 ON THE RIGHT.  TURN RIGHT, EAST,
 LX3597'ON HIGHWAY 109 F0R 0.2 KM (0.1 MI) TO A T-ROAD.  TURN
 LX3597'LEFT ON HIGHWAY 109 FOR 1.4 KM (0.85 MI) TO A PAVED SIDE
 LX3597'ROAD RIGHT, AT TOP OF GRADE.  TURN RIGHT, EAST, ON
 LX3597'LITTLEFIELD ROAD FOR 1.5 KM (0.9 MI) TO A CROSSROAD.
 LX3597'(TO REACH THE AZIMUTH MARK FROM HERE CONTINUE AHEAD, EAST,
 LX3597'ON CHAPIN ROAD FOR 0.5 KM (0.3 MI) TO THE MARK ON THE
 LX3597'LEFT, ABOUT 1.5 METERS (5 FT) HIGHER THAN THE ROAD.
 LX3597'TURN LEFT ON RIDGE ROAD FOR 0.1 KM (0.05 MI) TO A
 LX3597'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON DRIVEWAY FOR
 LX3597'0.1 KM (0.05 MI) TO AN ENTRANCE TO A FEILD ON THE LEFT
 LX3597'BETWEEN SEVERAL EVERGREEN TREES.  TURN LEFT AND THEN SHARP
 LX3597'RIGHT INTO THE FEILD, FOLLOWING THE FENCE LINE
 LX3597'NORTHEASTERLY FOR 0.2 KM (0.1 MI) TO HIGH GROUND AND A
 LX3597'DIM ROAD RIGHT TO THE SUMMIT OF THE HILL.  TURN RIGHT,
 LX3597'UPHILL, EAST, FOR 40 METERS (130 FT) TO THE STATION ON THE
 LX3597'HIGHEST POINT ON THE HILL.
 LX3597'
 LX3597'THE STATION IS A STANDARD CGS DISK
 LX3597'STAMPED---NORTHVILLE 1942---,
 LX3597'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3597'PROJECTING 25 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3597'7.92 METERS (26.0 FT) NORTHWEST FROM A 0.5 METER DIAMETER TREE
 LX3597'AND
 LX3597'3.51 METERS (11.5 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 LX3597'
 LX3597'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX3597'STAMPED---NORTHVILLE NO 1 1942---,
 LX3597'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3597'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3597'5.18 METERS (17.0 FT) NORTH-NORTHEAST FROM A MULTITRUNKED APPLE
 LX3597'TREE AND
 LX3597'1.52 METERS (5.0 FT) WEST FROM A ROCK WALL.
 LX3597'MARK IS BELOW STATION 1.0 METERS.
 LX3597'
 LX3597'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX3597'STAMPED---NORTHVILLE NO 2 1942---,
 LX3597'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3597'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3597'11.89 METERS (39.0 FT) SOUTHWEST FROM A 0.45 METER DIAMETER FRUIT
 LX3597'TREE AND
 LX3597'2.59 METERS (8.5 FT) SOUTH-SOUTHEAST FROM A FENCE AND IN A
 LX3597'PASTURE.
 LX3597'MARK IS BELOW STATION 1.5 METERS.
 LX3597'
 LX3597'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3597'STAMPED---NORTHVILLE 1942 1983 NO 2---,
 LX3597'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3597'21.03 METERS (69.0 FT) NORTHWEST FROM UTILITY POLE NO. C8905,
 LX3597'11.6 METERS (38 FT) NORTH FROM THE CENTER OF THE PAVED ROAD AND
 LX3597'2.35 METERS (7.7 FT) NORTH FROM A WITNESS POST.
 LX3597'
 LX3597'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BRUSH AND
 LX3597'TREES ON LINE.
 LX3597'
 LX3597'AN EDM TIE WAS MADE TO STATION NORTHVILE AZ MK 2     .
 LX3597'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.5 METERS.
 LX3597'
 LX3597'DESCRIBED BY R.T. WOODRUFF.
 LX3597
 LX3597                          STATION RECOVERY (1984)
 LX3597
 LX3597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3597'THE STATION WAS RECOVERED AT THIS DATE.
 LX3597'AS DESCRIBED IN 1983 BY VDN.
 LX3597'
 LX3597'HEIGHT OF LIGHT SHOWN WAS 18.5 METERS ABOVE THE MARK.
 LX3597'
 LX3597'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7448 ***********************************************************************
 LX7448  DESIGNATION -  NORTHVILLE AZ MK 2
 LX7448  PID         -  LX7448
 LX7448  STATE/COUNTY-  CT/LITCHFIELD
 LX7448  USGS QUAD   -  ROXBURY (1984)
 LX7448
 LX7448                         *CURRENT SURVEY CONTROL
 LX7448  ___________________________________________________________________
 LX7448* NAD 83(1996)-  41 36 25.54740(N)    073 22 03.75676(W)     ADJUSTED  
 LX7448* NAVD 88     -       301.     (meters)     988.     (feet)  VERTCON   
 LX7448  ___________________________________________________________________
 LX7448  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 LX7448  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX7448
 LX7448  HORZ ORDER  -  SECOND
 LX7448
 LX7448.The horizontal coordinates were established by classical geodetic methods
 LX7448.and adjusted by the National Geodetic Survey in August 1998..
 LX7448
 LX7448.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7448
 LX7448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7448
 LX7448.The geoid height was determined by GEOID03.
 LX7448
 LX7448;                    North         East     Units Scale Factor Converg.
 LX7448;SPC CT       -   238,517.542   253,310.500   MT  0.99998396   -0 24 34.5
 LX7448;SPC CT       -   782,536.30    831,069.53   sFT  0.99998396   -0 24 34.5
 LX7448;UTM  18      - 4,607,440.769   636,012.953   MT  0.99982766   +1 05 02.5
 LX7448
 LX7448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7448!SPC CT       -   0.99995743  x   0.99998396  =   0.99994139
 LX7448!UTM  18      -   0.99995743  x   0.99982766  =   0.99978509
 LX7448
 LX7448                          SUPERSEDED SURVEY CONTROL
 LX7448
 LX7448  NAD 83(1992)-  41 36 25.54734(N)    073 22 03.75736(W) AD(       ) 2
 LX7448  NAD 83(1986)-  41 36 25.54961(N)    073 22 03.75861(W) AD(       ) 2
 LX7448  NAD 83(1986)-  41 36 25.54923(N)    073 22 03.75841(W) AD(       ) 2
 LX7448  NGVD 29 (10/23/89)  301.     (m)          988.     (f) VERT ANG       
 LX7448
 LX7448.Superseded values are not recommended for survey control.
 LX7448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7448.See file dsdata.txt to determine how the superseded data were derived.
 LX7448
 LX7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3601307441(NAD 83)
 LX7448_MARKER: DZ = AZIMUTH MARK DISK
 LX7448_SETTING: 66 = SET IN ROCK OUTCROP
 LX7448_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7448_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7448+STABILITY: POSITION/ELEVATION WELL
 LX7448
 LX7448  HISTORY     - Date     Condition        Report By
 LX7448  HISTORY     - 1983     MONUMENTED       NGS
 LX7448
 LX7448                          STATION DESCRIPTION
 LX7448
 LX7448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7448'THE STATION IS LOCATED ABOUT 13 KM (8 MI) EAST OF THE NEW YORK
 LX7448'STATE LINE, 7.6 KM (4.7 MI) SOUTH OF NEW PRESTON, 5.5 KM
 LX7448'(3.4 MI) NORTHEAST OF NEW MILFORD AND ON THE SIDE OF THE
 LX7448'ROAD.
 LX7448'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7448'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7448'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7448'
 LX7448'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202
 LX7448'AND STATE HIGHWAY 67 IN NEW MILFORD, GO NORTH ON HIGHWAY
 LX7448'202 FOR 2.9 KM (1.75 MI) TO ITS JUNCTION WITH
 LX7448'STATE HIGHWAY 109 ON THE RIGHT.  TURN RIGHT, EAST,
 LX7448'ON HIGHWAY 109 FOR 0.2 KM (0.1 MI) TO A T-ROAD.  TURN
 LX7448'LEFT ON HIGHWAY 109 FOR 1.4 KM (0.85 MI) TO A PAVED
 LX7448'SIDE ROAD RIGHT AT THE TOP OF A GRADE.  TURN RIGHT, EAST,
 LX7448'ON LITTLEFIELD ROAD FOR 1.5 KM (0.9 MI) TO A CROSSROAD.
 LX7448'CONTINUE AHEAD, EAST, ON CHAPIN ROAD FOR 0.5 KM (0.3 MI)
 LX7448'TO THE MARK ON THE LEFT.
 LX7448'
 LX7448'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX7448'STAMPED---NORTHVILLE 1942 1983 NO 2---,
 LX7448'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7448'21.03 METERS (69.0 FT) NORTHWEST FROM UTILITY POLE NO. C8905,
 LX7448'11.6 METERS (38 FT) NORTH FROM THE CENTER OF THE PAVED ROAD AND
 LX7448'2.35 METERS (7.7 FT) NORTH FROM A WITNESS POST.
 LX7448'
 LX7448'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7448'
 LX7448'AN EDM TIE WAS MADE TO NORTHVILLE 1942.
 LX7448'
 LX7448'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7449 ***********************************************************************
 LX7449  DESIGNATION -  NORTHVILLE CLP MICROWAVE
 LX7449  PID         -  LX7449
 LX7449  STATE/COUNTY-  CT/LITCHFIELD
 LX7449  USGS QUAD   -  ROXBURY (1984)
 LX7449
 LX7449                         *CURRENT SURVEY CONTROL
 LX7449  ___________________________________________________________________
 LX7449* NAD 83(1996)-  41 36 18.86182(N)    073 22 01.10407(W)     ADJUSTED  
 LX7449* NAVD 88     -                                                        
 LX7449  ___________________________________________________________________
 LX7449  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 LX7449  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX7449
 LX7449  HORZ ORDER  -  THIRD
 LX7449
 LX7449.The horizontal coordinates were established by classical geodetic methods
 LX7449.and adjusted by the National Geodetic Survey in August 1998..
 LX7449
 LX7449
 LX7449.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7449
 LX7449.The geoid height was determined by GEOID03.
 LX7449
 LX7449;                    North         East     Units Scale Factor Converg.
 LX7449;SPC CT       -   238,310.851   253,370.448   MT  0.99998392   -0 24 32.7
 LX7449;SPC CT       -   781,858.18    831,266.21   sFT  0.99998392   -0 24 32.7
 LX7449;UTM  18      - 4,607,235.743   636,078.258   MT  0.99982788   +1 05 04.2
 LX7449
 LX7449                          SUPERSEDED SURVEY CONTROL
 LX7449
 LX7449  NAD 83(1992)-  41 36 18.86164(N)    073 22 01.10457(W) AD(       ) 4
 LX7449  NAD 83(1986)-  41 36 18.86361(N)    073 22 01.10593(W) AD(       ) 4
 LX7449  NAD 83(1986)-  41 36 18.86354(N)    073 22 01.10601(W) AD(       ) 4
 LX7449
 LX7449.Superseded values are not recommended for survey control.
 LX7449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7449.See file dsdata.txt to determine how the superseded data were derived.
 LX7449
 LX7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3607807236(NAD 83)
 LX7449_MARKER: 44 = MICROWAVE MAST
 LX7449
 LX7449  HISTORY     - Date     Condition        Report By
 LX7449  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7449
 LX7449                          STATION DESCRIPTION
 LX7449
 LX7449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7449'THE STATION, NORTHVILLE CONNECTICUT LIGHT AND POWER COMPANY
 LX7449'MICROWAVE MAST IS THE LIGHT NOT CENTERED ATOP THE RED/WHITE
 LX7449'SINGLE COLUMN, GUYED MAST THAT IS ABOUT 58 METERS (190 FT)
 LX7449'HIGH.
 LX7449'
 LX7449'THE STATION IS LOCATED ABOUT 5 KM (3.1 MI) NORTHEAST OF
 LX7449'NEW MILFORD, 3.5 KM (2.2 MI) SOUTHEAST OF NORTHVILLE,
 LX7449'0.5 KM (0.3 MI) EAST OF RIDGE ROAD, 0.15 KM (0.05 MI) SOUTH
 LX7449'OF CHAPIN ROAD AND ON THE NORTH SIDE OF AN EAST-WEST
 LX7449'TRANSMISSION LINE.
 LX7449'
 LX7449'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3795 ***********************************************************************
 LX3795  DESIGNATION -  NORWALK GOLDEN HILL TANK
 LX3795  PID         -  LX3795
 LX3795  STATE/COUNTY-  CT/FAIRFIELD
 LX3795  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3795
 LX3795                         *CURRENT SURVEY CONTROL
 LX3795  ___________________________________________________________________
 LX3795* NAD 83(1996)-  41 06 05.46381(N)    073 25 40.56080(W)     ADJUSTED  
 LX3795* NAVD 88     -                                                        
 LX3795  ___________________________________________________________________
 LX3795  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LX3795  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX3795
 LX3795  HORZ ORDER  -  THIRD
 LX3795
 LX3795.The horizontal coordinates were established by classical geodetic methods
 LX3795.and adjusted by the National Geodetic Survey in August 1998..
 LX3795
 LX3795
 LX3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3795
 LX3795.The geoid height was determined by GEOID03.
 LX3795
 LX3795;                    North         East     Units Scale Factor Converg.
 LX3795;SPC CT       -   182,407.432   247,850.084   MT  1.00001141   -0 26 58.2
 LX3795;SPC CT       -   598,448.38    813,154.82   sFT  1.00001141   -0 26 58.2
 LX3795;UTM  18      - 4,551,217.335   632,012.409   MT  0.99981449   +1 02 01.0
 LX3795
 LX3795                          SUPERSEDED SURVEY CONTROL
 LX3795
 LX3795  NAD 83(1992)-  41 06 05.46315(N)    073 25 40.55907(W) AD(       ) 4
 LX3795  NAD 83(1986)-  41 06 05.46387(N)    073 25 40.56198(W) AD(       ) 4
 LX3795  NAD 27      -  41 06 05.12700(N)    073 25 42.13100(W) AD(       ) 3
 LX3795
 LX3795.Superseded values are not recommended for survey control.
 LX3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3795.See file dsdata.txt to determine how the superseded data were derived.
 LX3795
 LX3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3201251217(NAD 83)
 LX3795
 LX3795  HISTORY     - Date     Condition        Report By
 LX3795  HISTORY     - 1932     MONUMENTED       CGS
 LX3795  HISTORY     - 1970     SEE DESCRIPTION  CTCSF
 LX3795
 LX3795                          STATION DESCRIPTION
 LX3795
 LX3795'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3795'THE STATION IS ABOUT 3/4 MILE W OF NORWALK AND IS SITUATED ON A
 LX3795'PROMINENT HILL KNOWN AS GOLDEN HILL.  THE STATION IS THE POINT OF
 LX3795'THE FINIAL ON TOP A GREEN WOODEN TANK.  THE TANK IS SUPPORTED BY
 LX3795'4 STEEL LEGS AND HAS A SQUARE BASE APPROXIMATELY 7 METERS.  THE
 LX3795'PROPERTY BELONGING TO THE CITY OF NORWALK.
 LX3795
 LX3795                          STATION RECOVERY (1970)
 LX3795
 LX3795'RECOVERY NOTE BY CT COMM SHELL FISH 1970 (EJB)
 LX3795'LTR OF E.J. BONTYA, CONN. SHELL FISH COMM., MILFORD, CONN. DATED
 LX3795'DEC. 8, 1970--
 LX3795'
 LX3795'UPON INVESTIGATION, IT WAS DISCOVERED THAT THE TANK HAD BEEN
 LX3795'REBUILT IN 1961 AND RELOCATED APPROXIMATELY 13 METERS WESTERLY
 LX3795'OF OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7450 ***********************************************************************
 LX7450  DESIGNATION -  NORWALK GOLDEN HILL MUN SPIPE
 LX7450  PID         -  LX7450
 LX7450  STATE/COUNTY-  CT/FAIRFIELD
 LX7450  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7450
 LX7450                         *CURRENT SURVEY CONTROL
 LX7450  ___________________________________________________________________
 LX7450* NAD 83(1996)-  41 06 05.38181(N)    073 25 41.05572(W)     ADJUSTED  
 LX7450* NAVD 88     -                                                        
 LX7450  ___________________________________________________________________
 LX7450  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 LX7450  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX7450
 LX7450  HORZ ORDER  -  THIRD
 LX7450
 LX7450.The horizontal coordinates were established by classical geodetic methods
 LX7450.and adjusted by the National Geodetic Survey in August 1998..
 LX7450
 LX7450
 LX7450.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7450
 LX7450.The geoid height was determined by GEOID03.
 LX7450
 LX7450;                    North         East     Units Scale Factor Converg.
 LX7450;SPC CT       -   182,404.993   247,838.515   MT  1.00001141   -0 26 58.6
 LX7450;SPC CT       -   598,440.38    813,116.86   sFT  1.00001141   -0 26 58.6
 LX7450;UTM  18      - 4,551,214.598   632,000.910   MT  0.99981445   +1 02 00.7
 LX7450
 LX7450                          SUPERSEDED SURVEY CONTROL
 LX7450
 LX7450  NAD 83(1992)-  41 06 05.38106(N)    073 25 41.05445(W) AD(       ) 4
 LX7450  NAD 83(1986)-  41 06 05.38312(N)    073 25 41.05720(W) AD(       ) 4
 LX7450  NAD 83(1986)-  41 06 05.37991(N)    073 25 41.05906(W) AD(       ) 4
 LX7450
 LX7450.Superseded values are not recommended for survey control.
 LX7450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7450.See file dsdata.txt to determine how the superseded data were derived.
 LX7450
 LX7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3200151215(NAD 83)
 LX7450_MARKER: 52 = STANDPIPE TANK
 LX7450
 LX7450  HISTORY     - Date     Condition        Report By
 LX7450  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7450
 LX7450                          STATION DESCRIPTION
 LX7450
 LX7450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7450'THE STATION, THE NORWALK GOLDEN HILL MUNICIPAL STANDPIPE, IS THE
 LX7450'TOP CENTER OF THE PALE GREEN STANDPIPE, ABOUT 36.6 METERS (120 FT)
 LX7450'HIGH.
 LX7450'
 LX7450'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) SOUTHWEST OF THE
 LX7450'JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 123, 0.2 KM (0.15 MI)
 LX7450'SOUTH OF WASHINGTON SCHOOL, 0.1 KM (0.05 MI) SOUTH OF GOLDEN HILL
 LX7450'STREET AND ABOUT 30 METERS (98.4 FT) EAST OF SUMMIT
 LX7450'AVENUE, BETWEEN PRIVATE RESIDENCES.
 LX7450'
 LX7450'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3802 ***********************************************************************
 LX3802  DESIGNATION -  NORWALK ISLAND LIGHTHOUSE
 LX3802  PID         -  LX3802
 LX3802  STATE/COUNTY-  CT/FAIRFIELD
 LX3802  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3802
 LX3802                         *CURRENT SURVEY CONTROL
 LX3802  ___________________________________________________________________
 LX3802* NAD 83(1996)-  41 02 55.68247(N)    073 25 09.06111(W)     ADJUSTED  
 LX3802* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3802  ___________________________________________________________________
 LX3802  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 LX3802  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX3802
 LX3802  HORZ ORDER  -  THIRD
 LX3802
 LX3802.The horizontal coordinates were established by classical geodetic methods
 LX3802.and adjusted by the National Geodetic Survey in August 1998..
 LX3802
 LX3802.The orthometric height was scaled from a topographic map.
 LX3802
 LX3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3802
 LX3802.The geoid height was determined by GEOID03.
 LX3802
 LX3802;                    North         East     Units Scale Factor Converg.
 LX3802;SPC CT       -   176,547.280   248,539.776   MT  1.00001872   -0 26 37.4
 LX3802;SPC CT       -   579,222.20    815,417.58   sFT  1.00001872   -0 26 37.4
 LX3802;SPC NY L     -    98,120.972   348,830.717   MT  1.00000090   +0 22 47.6
 LX3802;SPC NY L     -   321,918.56  1,144,455.44   sFT  1.00000090   +0 22 47.6
 LX3802;UTM  18      - 4,545,378.153   632,853.321   MT  0.99981723   +1 02 17.8
 LX3802
 LX3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3802!SPC CT       -   1.00000464  x   1.00001872  =   1.00002336
 LX3802!SPC NY L     -   1.00000464  x   1.00000090  =   1.00000554
 LX3802!UTM  18      -   1.00000464  x   0.99981723  =   0.99982187
 LX3802
 LX3802:                Primary Azimuth Mark                     Grid Az
 LX3802:SPC CT       -  CHIMONS IS TWR AND WINDMILL              050 44 32.4
 LX3802:SPC NY L     -  CHIMONS IS TWR AND WINDMILL              049 55 07.4
 LX3802:UTM  18      -  CHIMONS IS TWR AND WINDMILL              049 15 37.2
 LX3802
 LX3802|---------------------------------------------------------------------|
 LX3802| PID    Reference Object                     Distance      Geod. Az  |
 LX3802|                                                           dddmmss.s |
 LX3802| LX3792 CHIMONS IS TWR AND WINDMILL         APPROX. 3.0 KM 0501755.0 |
 LX3802| LX3782 BELL ISLAND                         APPROX. 1.4 KM 3014814.8 |
 LX3802|---------------------------------------------------------------------|
 LX3802
 LX3802                          SUPERSEDED SURVEY CONTROL
 LX3802
 LX3802  NAD 83(1992)-  41 02 55.68227(N)    073 25 09.05872(W) AD(       ) 3
 LX3802  NAD 83(1986)-  41 02 55.68321(N)    073 25 09.06135(W) AD(       ) 3
 LX3802  NAD 27      -  41 02 55.33500(N)    073 25 10.63600(W) AD(       ) 3
 LX3802
 LX3802.Superseded values are not recommended for survey control.
 LX3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3802.See file dsdata.txt to determine how the superseded data were derived.
 LX3802
 LX3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3285345378(NAD 83)
 LX3802
 LX3802  HISTORY     - Date     Condition        Report By
 LX3802  HISTORY     - UNK      MONUMENTED
 LX3802  HISTORY     - 1909     SEE DESCRIPTION  CGS
 LX3802  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3802  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3802  HISTORY     - 19980214 GOOD             USPSQD
 LX3802
 LX3802                          STATION DESCRIPTION
 LX3802
 LX3802'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (HPR)
 LX3802'THE BUILDING AND TOWER OF THIS LIGHT ARE STILL STANDING, BUT THE
 LX3802'LIGHT HAS BEEN DISCONTINUED.  THE STRUCTURE CONSISTS OF GREY
 LX3802'GRANITE 2-STORY DWELLING HAVING AN OCTAGONAL TOWER ON S GABLE
 LX3802'END OF BUILDING.
 LX3802'
 LX3802'IT IS A VERY CONSPICUOUS OBJECT AND STANDS NEAR WESTERN END OF
 LX3802'SHEFFIELD ISLAND, ONE OF THE NORWALK GROUP.  THIS ISLAND IS
 LX3802'GENERALLY CALLED SMITH ISLAND BY PEOPLE OF THE LOCALITY.
 LX3802
 LX3802                          STATION RECOVERY (1932)
 LX3802
 LX3802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3802'THE BUILDING AND TOWER OF THIS LIGHT ARE STILL STANDING, BUT THE
 LX3802'LIGHT HAS BEEN DISCONTINUED.  THE BUILDING IS NO LONGER THE PROPERTY
 LX3802'OF THE GOVERNMENT.
 LX3802
 LX3802                          STATION RECOVERY (1958)
 LX3802
 LX3802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3802'RECOVERED AS DESCRIBED, EXCEPT THAT ISLAND IS NOW GENERALLY CALLED
 LX3802'SHEFFIELD ISLAND.  ISLAND, BUILDING AND TOWER NOW OWNED, OR LEASED
 LX3802'BY THE SPERRY RAND CORPORATION.
 LX3802
 LX3802                          STATION RECOVERY (1998)
 LX3802
 LX3802'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7451 ***********************************************************************
 LX7451  DESIGNATION -  NORWALK SPRING HILL MUN TK
 LX7451  PID         -  LX7451
 LX7451  STATE/COUNTY-  CT/FAIRFIELD
 LX7451  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7451
 LX7451                         *CURRENT SURVEY CONTROL
 LX7451  ___________________________________________________________________
 LX7451* NAD 83(1996)-  41 06 59.27877(N)    073 25 29.25528(W)     ADJUSTED  
 LX7451* NAVD 88     -                                                        
 LX7451  ___________________________________________________________________
 LX7451  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 LX7451  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX7451
 LX7451  HORZ ORDER  -  THIRD
 LX7451
 LX7451.The horizontal coordinates were established by classical geodetic methods
 LX7451.and adjusted by the National Geodetic Survey in August 1998..
 LX7451
 LX7451
 LX7451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7451
 LX7451.The geoid height was determined by GEOID03.
 LX7451
 LX7451;                    North         East     Units Scale Factor Converg.
 LX7451;SPC CT       -   184,065.466   248,126.857   MT  1.00000949   -0 26 50.7
 LX7451;SPC CT       -   603,888.12    814,062.86   sFT  1.00000949   -0 26 50.7
 LX7451;UTM  18      - 4,552,881.652   632,246.126   MT  0.99981525   +1 02 09.6
 LX7451
 LX7451                          SUPERSEDED SURVEY CONTROL
 LX7451
 LX7451  NAD 83(1992)-  41 06 59.27806(N)    073 25 29.25413(W) AD(       ) 4
 LX7451  NAD 83(1986)-  41 06 59.28011(N)    073 25 29.25677(W) AD(       ) 4
 LX7451  NAD 83(1986)-  41 06 59.27705(N)    073 25 29.25916(W) AD(       ) 4
 LX7451
 LX7451.Superseded values are not recommended for survey control.
 LX7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7451.See file dsdata.txt to determine how the superseded data were derived.
 LX7451
 LX7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3224652882(NAD 83)
 LX7451_MARKER: 53 = ELEVATED TANK
 LX7451
 LX7451  HISTORY     - Date     Condition        Report By
 LX7451  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7451
 LX7451                          STATION DESCRIPTION
 LX7451
 LX7451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7451'THE STATION, THE NORWALK SPRING HILL MUNICIPAL WATER TANK, IS
 LX7451'THE CENTER OF THE VENT ATOP THE DOME ROOF TANK, WITH FOUR I-BEAM
 LX7451'LEGS, PAINTED DARK GREEN, ABOUT 38.1 METERS (125 FT) HIGH.
 LX7451'
 LX7451'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) NORTH-NORTHWEST
 LX7451'OF THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 123, 0.2 KM
 LX7451'(0.1 MI) SOUTH OF THE JUNCTION OF GRANDVIEW AND RESERVOIR AVENUES,
 LX7451'0.1 KM (0.05 MI) SOUTHEAST OF A LARGE GROUND TANK AND IN NORTH
 LX7451'CENTRAL NORWALK ON CITY PROPERTY.
 LX7451'
 LX7451'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7452 ***********************************************************************
 LX7452  DESIGNATION -  NORWALK WEST ROCKS MUN TANK
 LX7452  PID         -  LX7452
 LX7452  STATE/COUNTY-  CT/FAIRFIELD
 LX7452  USGS QUAD   -  NORWALK NORTH (1975)
 LX7452
 LX7452                         *CURRENT SURVEY CONTROL
 LX7452  ___________________________________________________________________
 LX7452* NAD 83(1996)-  41 08 38.05684(N)    073 25 05.92907(W)     ADJUSTED  
 LX7452* NAVD 88     -                                                        
 LX7452  ___________________________________________________________________
 LX7452  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 LX7452  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX7452
 LX7452  HORZ ORDER  -  THIRD
 LX7452
 LX7452.The horizontal coordinates were established by classical geodetic methods
 LX7452.and adjusted by the National Geodetic Survey in August 1998..
 LX7452
 LX7452
 LX7452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7452
 LX7452.The geoid height was determined by GEOID03.
 LX7452
 LX7452;                    North         East     Units Scale Factor Converg.
 LX7452;SPC CT       -   187,108.374   248,694.607   MT  1.00000614   -0 26 35.3
 LX7452;SPC CT       -   613,871.39    815,925.56   sFT  1.00000614   -0 26 35.3
 LX7452;UTM  18      - 4,555,937.655   632,734.803   MT  0.99981684   +1 02 27.0
 LX7452
 LX7452                          SUPERSEDED SURVEY CONTROL
 LX7452
 LX7452  NAD 83(1992)-  41 08 38.05613(N)    073 25 05.92819(W) AD(       ) 4
 LX7452  NAD 83(1986)-  41 08 38.05822(N)    073 25 05.93030(W) AD(       ) 4
 LX7452  NAD 83(1986)-  41 08 38.05840(N)    073 25 05.93135(W) AD(       ) 4
 LX7452
 LX7452.Superseded values are not recommended for survey control.
 LX7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7452.See file dsdata.txt to determine how the superseded data were derived.
 LX7452
 LX7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3273555938(NAD 83)
 LX7452_MARKER: 53 = ELEVATED TANK
 LX7452
 LX7452  HISTORY     - Date     Condition        Report By
 LX7452  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7452
 LX7452                          STATION DESCRIPTION
 LX7452
 LX7452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7452'THE STATION, THE NORWALK WEST ROCKS AVENUE MUNICIPAL WATER TANK,
 LX7452'IS THE VENT ATOP THE DOMED TOP TANK, WITH FOUR TUBULAR
 LX7452'LEGS, PAINTED DARK GREEN, ABOUT 36.6 METERS (120 FT) HIGH.
 LX7452'
 LX7452'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH OF
 LX7452'NORWALK, 0.6 KM (0.4 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 7
 LX7452'AND STATE HIGHWAY 15, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY 15,
 LX7452'0.1 KM (0.05 MI) WEST OF WEST ROCKS AVENUE AND ON THE
 LX7452'APPROXIMATE CENTERLINE EXTENSION OF CADDY ROAD.
 LX7452'
 LX7452'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3391 ***********************************************************************
 LX3391  DESIGNATION -  NORWICH 10
 LX3391  PID         -  LX3391
 LX3391  STATE/COUNTY-  CT/NEW LONDON
 LX3391  USGS QUAD   -  NORWICH (1983)
 LX3391
 LX3391                         *CURRENT SURVEY CONTROL
 LX3391  ___________________________________________________________________
 LX3391* NAD 83(1986)-  41 34 48.     (N)    072 02 44.     (W)     SCALED    
 LX3391* NAVD 88     -        31.005  (meters)     101.72   (feet)  ADJUSTED  
 LX3391  ___________________________________________________________________
 LX3391  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX3391  DYNAMIC HT  -          30.994 (meters)     101.69  (feet)  COMP
 LX3391  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX3391
 LX3391  VERT ORDER  -  FIRST     CLASS II
 LX3391
 LX3391.The horizontal coordinates were scaled from a topographic map and have
 LX3391.an estimated accuracy of +/- 6 seconds.
 LX3391
 LX3391.The orthometric height was determined by differential leveling
 LX3391.and adjusted by the National Geodetic Survey in June 1991..
 LX3391
 LX3391.The geoid height was determined by GEOID03.
 LX3391
 LX3391.The dynamic height is computed by dividing the NAVD 88
 LX3391.geopotential number by the normal gravity value computed on the
 LX3391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3391.degrees latitude (g = 980.6199 gals.).
 LX3391
 LX3391.The modeled gravity was interpolated from observed gravity values.
 LX3391
 LX3391;                    North         East    Units  Estimated Accuracy
 LX3391;SPC CT       -   235,560.      363,550.      MT  (+/- 180 meters Scaled)
 LX3391
 LX3391                          SUPERSEDED SURVEY CONTROL
 LX3391
 LX3391.No superseded survey control is available for this station.
 LX3391
 LX3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM462073(NAD 83)
 LX3391_MARKER: DD = SURVEY DISK
 LX3391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX3391_SP_SET: SIDEWALK
 LX3391_STAMPING: NORWICH 10
 LX3391_MARK LOGO: CTGS  
 LX3391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3391+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LX3391
 LX3391  HISTORY     - Date     Condition        Report By
 LX3391  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3391  HISTORY     - 1986     GOOD             NGS
 LX3391  HISTORY     - 19901129 GOOD             USPSQD
 LX3391  HISTORY     - 20060523 GOOD             USPSQD
 LX3391
 LX3391                          STATION DESCRIPTION
 LX3391
 LX3391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3391'1.8 KM (1.1 MI) SOUTH FROM OCCUM.
 LX3391'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE NORTHEAST
 LX3391'JUNCTION OF THE CANTERBURY TURNPIKE IN OCCUM TO THE MARK ON THE RIGHT
 LX3391'IN A CONCRETE WALKWAY LEADING TO THE 2ND 1 1/2 STORY FRAME HOUSE
 LX3391'SOUTHEAST OF THE JUNCTION OF BELVAL STREET.  IT IS 8.53 METERS (28.0
 LX3391'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.72 METERS (31.9 FT)
 LX3391'NORTHEAST OF THE SOUTHEAST CORNER OF THE FRAME HOUSE AND 0.21 METER
 LX3391'(0.7 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE WALK.
 LX3391'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX3391
 LX3391                          STATION RECOVERY (1990)
 LX3391
 LX3391'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3391'RECOVERED IN GOOD CONDITION.
 LX3391
 LX3391                          STATION RECOVERY (2006)
 LX3391
 LX3391'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3392 ***********************************************************************
 LX3392  DESIGNATION -  NORWICH 12
 LX3392  PID         -  LX3392
 LX3392  STATE/COUNTY-  CT/NEW LONDON
 LX3392  USGS QUAD   -  NORWICH (1983)
 LX3392
 LX3392                         *CURRENT SURVEY CONTROL
 LX3392  ___________________________________________________________________
 LX3392* NAD 83(1986)-  41 35 35.     (N)    072 02 55.     (W)     SCALED    
 LX3392* NAVD 88     -        18.818  (meters)      61.74   (feet)  ADJUSTED  
 LX3392  ___________________________________________________________________
 LX3392  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3392  DYNAMIC HT  -          18.812 (meters)      61.72  (feet)  COMP
 LX3392  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LX3392
 LX3392  VERT ORDER  -  FIRST     CLASS II
 LX3392
 LX3392.The horizontal coordinates were scaled from a topographic map and have
 LX3392.an estimated accuracy of +/- 6 seconds.
 LX3392
 LX3392.The orthometric height was determined by differential leveling
 LX3392.and adjusted by the National Geodetic Survey in June 1991..
 LX3392
 LX3392.The geoid height was determined by GEOID03.
 LX3392
 LX3392.The dynamic height is computed by dividing the NAVD 88
 LX3392.geopotential number by the normal gravity value computed on the
 LX3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3392.degrees latitude (g = 980.6199 gals.).
 LX3392
 LX3392.The modeled gravity was interpolated from observed gravity values.
 LX3392
 LX3392;                    North         East    Units  Estimated Accuracy
 LX3392;SPC CT       -   237,010.      363,280.      MT  (+/- 180 meters Scaled)
 LX3392
 LX3392                          SUPERSEDED SURVEY CONTROL
 LX3392
 LX3392.No superseded survey control is available for this station.
 LX3392
 LX3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM459088(NAD 83)
 LX3392_MARKER: DD = SURVEY DISK
 LX3392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3392_SP_SET: CONCRETE POST
 LX3392_STAMPING: NORWICH 12
 LX3392_MARK LOGO: CTGS  
 LX3392_PROJECTION: RECESSED 5 CENTIMETERS
 LX3392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3392+STABILITY: SURFACE MOTION
 LX3392
 LX3392  HISTORY     - Date     Condition        Report By
 LX3392  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3392  HISTORY     - 1986     GOOD             NGS
 LX3392  HISTORY     - 19901129 GOOD             USPSQD
 LX3392  HISTORY     - 20060523 MARK NOT FOUND   USPSQD
 LX3392
 LX3392                          STATION DESCRIPTION
 LX3392
 LX3392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3392'IN OCCUM.
 LX3392'0.3 KM (0.2 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE NORTHEAST
 LX3392'JUNCTION OF THE CANTERBURY TURNPIKE TO THE MARK ON THE LEFT, AND NEAR
 LX3392'THE SOUTHEAST END OF A PARKING LOT FOR THE OCCUM FIRE DEPARTMENT, AND
 LX3392'ACROSS HIGHWAY FROM THE NORTH SIDE OF A AMOCO SERVICE STATION.  IT IS
 LX3392'6.31 METERS (20.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3392'19.72 METERS (64.7 FT) SOUTH-SOUTHEAST OF UTILITY POLE NO. 2991 WITH
 LX3392'TRANSFORMER, TWO STREET LAMPS AND A FIRE WARNING LIGHT, 18.29 METERS
 LX3392'(60.0 FT) NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A DRAINAGE
 LX3392'DITCH AND 1.37 METERS (4.5 FT) SOUTHWEST OF THE 3RD FIRE HYDRANT IN A
 LX3392'ROW OF 11 WITH A CHAIN CONNECTING EACH ONE.
 LX3392'THE MARK IS 0.06 M ABOVE HIGHWAY.
 LX3392
 LX3392                          STATION RECOVERY (1990)
 LX3392
 LX3392'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3392'RECOVERED IN GOOD CONDITION.
 LX3392
 LX3392                          STATION RECOVERY (2006)
 LX3392
 LX3392'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3392'NOT FOUND.  LOCATION IS NOW A CONCRETE SIDEWALK, INSTALLED 1997 OR
 LX3392'1998 PER AUSTIN'S GARAGE (EX AMOCO STATION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3393 ***********************************************************************
 LX3393  DESIGNATION -  NORWICH 13
 LX3393  PID         -  LX3393
 LX3393  STATE/COUNTY-  CT/NEW LONDON
 LX3393  USGS QUAD   -  NORWICH (1983)
 LX3393
 LX3393                         *CURRENT SURVEY CONTROL
 LX3393  ___________________________________________________________________
 LX3393* NAD 83(1986)-  41 35 37.     (N)    072 03 01.     (W)     SCALED    
 LX3393* NAVD 88     -        21.299  (meters)      69.88   (feet)  ADJUSTED  
 LX3393  ___________________________________________________________________
 LX3393  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX3393  DYNAMIC HT  -          21.291 (meters)      69.85  (feet)  COMP
 LX3393  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LX3393
 LX3393  VERT ORDER  -  FIRST     CLASS II
 LX3393
 LX3393.The horizontal coordinates were scaled from a topographic map and have
 LX3393.an estimated accuracy of +/- 6 seconds.
 LX3393
 LX3393.The orthometric height was determined by differential leveling
 LX3393.and adjusted by the National Geodetic Survey in June 1991..
 LX3393
 LX3393.The geoid height was determined by GEOID03.
 LX3393
 LX3393.The dynamic height is computed by dividing the NAVD 88
 LX3393.geopotential number by the normal gravity value computed on the
 LX3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3393.degrees latitude (g = 980.6199 gals.).
 LX3393
 LX3393.The modeled gravity was interpolated from observed gravity values.
 LX3393
 LX3393;                    North         East    Units  Estimated Accuracy
 LX3393;SPC CT       -   237,070.      363,140.      MT  (+/- 180 meters Scaled)
 LX3393
 LX3393                          SUPERSEDED SURVEY CONTROL
 LX3393
 LX3393.No superseded survey control is available for this station.
 LX3393
 LX3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM458088(NAD 83)
 LX3393_MARKER: DD = SURVEY DISK
 LX3393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3393_SP_SET: CONCRETE POST
 LX3393_STAMPING: NORWICH 13
 LX3393_MARK LOGO: CTGS  
 LX3393_PROJECTION: PROJECTING 30 CENTIMETERS
 LX3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3393+STABILITY: SURFACE MOTION
 LX3393
 LX3393  HISTORY     - Date     Condition        Report By
 LX3393  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3393  HISTORY     - 1986     GOOD             NGS
 LX3393  HISTORY     - 19901129 POOR             USPSQD
 LX3393  HISTORY     - 20060523 POOR             USPSQD
 LX3393
 LX3393                          STATION DESCRIPTION
 LX3393
 LX3393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3393'IN OCCUM.
 LX3393'IN OCCUM, 0.08 KM (0.05 MI) SOUTHWEST ALONG HOOPER STREET FROM THE
 LX3393'JUNCTION OF STATE HIGHWAY 97 TO THE JUNCTION OF RAILROAD AVENUE AND
 LX3393'THE MARK ON THE LEFT ON THE WEST SIDE OF THE OLD CONNECTICUT COMPANY
 LX3393'TROLLEY LINE.  IT IS 30.48 METERS (100.0 FT) SOUTH OF THE JUNCTION OF
 LX3393'HOOPER STREET AND RAILROAD AVENUE, 37.39 METERS (124.0 FT) SOUTHEAST
 LX3393'OF THE SOUTHEAST CORNER OF A ONE STORY FRAME HOUSE NO. 57 AND 1.98
 LX3393'METERS (6.5 FT) WEST OF THE CENTER OF OLD TROLLEY LINE.
 LX3393'THE MARK IS 0.20 METERS  E FROM  A WITNESS POST
 LX3393'THE MARK IS ABOVE LEVEL WITH HOOPER STREET.
 LX3393
 LX3393                          STATION RECOVERY (1990)
 LX3393
 LX3393'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3393'MARK RECOVERED IN POOR CONDITION.
 LX3393
 LX3393                          STATION RECOVERY (2006)
 LX3393
 LX3393'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3393'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3395 ***********************************************************************
 LX3395  DESIGNATION -  NORWICH 18
 LX3395  PID         -  LX3395
 LX3395  STATE/COUNTY-  CT/NEW LONDON
 LX3395  USGS QUAD   -  NORWICH (1983)
 LX3395
 LX3395                         *CURRENT SURVEY CONTROL
 LX3395  ___________________________________________________________________
 LX3395* NAD 83(1986)-  41 36 25.     (N)    072 03 50.     (W)     SCALED    
 LX3395* NAVD 88     -        29.257  (meters)      95.99   (feet)  ADJUSTED  
 LX3395  ___________________________________________________________________
 LX3395  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX3395  DYNAMIC HT  -          29.247 (meters)      95.95  (feet)  COMP
 LX3395  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX3395
 LX3395  VERT ORDER  -  FIRST     CLASS II
 LX3395
 LX3395.The horizontal coordinates were scaled from a topographic map and have
 LX3395.an estimated accuracy of +/- 6 seconds.
 LX3395
 LX3395.The orthometric height was determined by differential leveling
 LX3395.and adjusted by the National Geodetic Survey in June 1991..
 LX3395
 LX3395.The geoid height was determined by GEOID03.
 LX3395
 LX3395.The dynamic height is computed by dividing the NAVD 88
 LX3395.geopotential number by the normal gravity value computed on the
 LX3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3395.degrees latitude (g = 980.6199 gals.).
 LX3395
 LX3395.The modeled gravity was interpolated from observed gravity values.
 LX3395
 LX3395;                    North         East    Units  Estimated Accuracy
 LX3395;SPC CT       -   238,540.      361,990.      MT  (+/- 180 meters Scaled)
 LX3395
 LX3395                          SUPERSEDED SURVEY CONTROL
 LX3395
 LX3395.No superseded survey control is available for this station.
 LX3395
 LX3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM446103(NAD 83)
 LX3395_MARKER: DD = SURVEY DISK
 LX3395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3395_SP_SET: CONCRETE POST
 LX3395_STAMPING: NORWICH 18
 LX3395_MARK LOGO: CTGS  
 LX3395_PROJECTION: PROJECTING 10 CENTIMETERS
 LX3395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3395+STABILITY: SURFACE MOTION
 LX3395
 LX3395  HISTORY     - Date     Condition        Report By
 LX3395  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3395  HISTORY     - 1986     GOOD             NGS
 LX3395  HISTORY     - 20060509 MARK NOT FOUND   USPSQD
 LX3395
 LX3395                          STATION DESCRIPTION
 LX3395
 LX3395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3395'1.8 KM (1.1 MI) NW FROM OCCUM.
 LX3395'1.8 KM (1.1 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE SOUTHWEST
 LX3395'JUNCTION OF CANTERBURY TURNPIKE IN OCCUM TO THE MARK ON THE RIGHT IN A
 LX3395'CURVE AND NORTHWEST OF THE JUNCTION OF LILLIBRIDGE ROAD.  ALSO 2.1 KM
 LX3395'(1.3 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF STATE
 LX3395'HIGHWAY 207 IN BALTIC.  IT IS 5.91 METERS (19.4 FT) NORTH-NORTHEAST OF
 LX3395'THE CENTERLINE OF THE HIGHWAY, 8.90 METERS (29.2 FT) NORTHWEST OF THE
 LX3395'SOUTHEAST END OF A STEEL CABLE GUARDRAIL, 5.21 METERS (17.1 FT)
 LX3395'SOUTHEAST OF UTILITY BRACE POLE NO. B756 WITH TWO GUY WIRES AND 0.64
 LX3395'METER (2.1 FT) NORTH-NORTHEAST OF A STEEL CABLE GUARDRAIL.
 LX3395'THE MARK IS 0.25 METERS  SSW FROM  A WITNESS POST
 LX3395'THE MARK IS 0.12 M ABOVE HIGHWAY.
 LX3395
 LX3395                          STATION RECOVERY (2006)
 LX3395
 LX3395'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3395'FOUND CONCRETE POST AND WITNESS POST, BOTH BROKEN.  NO SIGN OF MARK OR
 LX3395'ITS STEM.  CABLE GUARD RAIL HAS BEEN REPLACED WITH METAL SHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3385 ***********************************************************************
 LX3385  DESIGNATION -  NORWICH 21
 LX3385  PID         -  LX3385
 LX3385  STATE/COUNTY-  CT/NEW LONDON
 LX3385  USGS QUAD   -  NORWICH (1983)
 LX3385
 LX3385                         *CURRENT SURVEY CONTROL
 LX3385  ___________________________________________________________________
 LX3385* NAD 83(1986)-  41 32 54.     (N)    072 03 12.     (W)     SCALED    
 LX3385* NAVD 88     -        32.976  (meters)     108.19   (feet)  ADJUSTED  
 LX3385  ___________________________________________________________________
 LX3385  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX3385  DYNAMIC HT  -          32.965 (meters)     108.15  (feet)  COMP
 LX3385  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LX3385
 LX3385  VERT ORDER  -  FIRST     CLASS II
 LX3385
 LX3385.The horizontal coordinates were scaled from a topographic map and have
 LX3385.an estimated accuracy of +/- 6 seconds.
 LX3385
 LX3385.The orthometric height was determined by differential leveling
 LX3385.and adjusted by the National Geodetic Survey in June 1991..
 LX3385
 LX3385.The geoid height was determined by GEOID03.
 LX3385
 LX3385.The dynamic height is computed by dividing the NAVD 88
 LX3385.geopotential number by the normal gravity value computed on the
 LX3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3385.degrees latitude (g = 980.6199 gals.).
 LX3385
 LX3385.The modeled gravity was interpolated from observed gravity values.
 LX3385
 LX3385;                    North         East    Units  Estimated Accuracy
 LX3385;SPC CT       -   232,040.      362,930.      MT  (+/- 180 meters Scaled)
 LX3385
 LX3385                          SUPERSEDED SURVEY CONTROL
 LX3385
 LX3385.No superseded survey control is available for this station.
 LX3385
 LX3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM457038(NAD 83)
 LX3385_MARKER: DD = SURVEY DISK
 LX3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3385_SP_SET: CONCRETE POST
 LX3385_STAMPING: NORWICH 21
 LX3385_MARK LOGO: CTGS  
 LX3385_PROJECTION: FLUSH
 LX3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3385+STABILITY: SURFACE MOTION
 LX3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3385+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 LX3385
 LX3385  HISTORY     - Date     Condition        Report By
 LX3385  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3385  HISTORY     - 1986     GOOD             NGS
 LX3385  HISTORY     - 19901129 GOOD             USPSQD
 LX3385  HISTORY     - 20060504 GOOD             USPSQD
 LX3385
 LX3385                          STATION DESCRIPTION
 LX3385
 LX3385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3385'3.5 KM (2.2 MI) NE FROM NORWICH.
 LX3385'3.5 KM (2.2 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LX3385'STATE HIGHWAY 2 IN NORWICH, AND IN FRONT OF ST. JOSEPH CEMETERY IN
 LX3385'A CONCRETE POST SURROUNDED BY SIDEWALK, 0.52 METER (1.7 FT)
 LX3385'NORTHWEST OF THE WEST CURB OF THE HIGHWAY, 6.61 METERS (21.7 FT)
 LX3385'SOUTHWEST OF UTILITY POLE NO. 2923 WITH THREE GUY WIRES, 1.31 METERS
 LX3385'(4.3 FT) SOUTHEAST OF THE CENTER OF AN IRON FENCE IN FRONT OF THE
 LX3385'CEMETERY.
 LX3385'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3385
 LX3385                          STATION RECOVERY (1990)
 LX3385
 LX3385'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3385'RECOVERED IN GOOD CONDITION.
 LX3385
 LX3385                          STATION RECOVERY (2006)
 LX3385
 LX3385'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3385'MARK FOUND 21.1 FT SW OF POLE 2823.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3384 ***********************************************************************
 LX3384  DESIGNATION -  NORWICH 24
 LX3384  PID         -  LX3384
 LX3384  STATE/COUNTY-  CT/NEW LONDON
 LX3384  USGS QUAD   -  NORWICH (1983)
 LX3384
 LX3384                         *CURRENT SURVEY CONTROL
 LX3384  ___________________________________________________________________
 LX3384* NAD 83(1986)-  41 32 31.     (N)    072 03 08.     (W)     SCALED    
 LX3384* NAVD 88     -        20.825  (meters)      68.32   (feet)  ADJUSTED  
 LX3384  ___________________________________________________________________
 LX3384  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX3384  DYNAMIC HT  -          20.818 (meters)      68.30  (feet)  COMP
 LX3384  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX3384
 LX3384  VERT ORDER  -  FIRST     CLASS II
 LX3384
 LX3384.The horizontal coordinates were scaled from a topographic map and have
 LX3384.an estimated accuracy of +/- 6 seconds.
 LX3384
 LX3384.The orthometric height was determined by differential leveling
 LX3384.and adjusted by the National Geodetic Survey in June 1991..
 LX3384
 LX3384.The geoid height was determined by GEOID03.
 LX3384
 LX3384.The dynamic height is computed by dividing the NAVD 88
 LX3384.geopotential number by the normal gravity value computed on the
 LX3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3384.degrees latitude (g = 980.6199 gals.).
 LX3384
 LX3384.The modeled gravity was interpolated from observed gravity values.
 LX3384
 LX3384;                    North         East    Units  Estimated Accuracy
 LX3384;SPC CT       -   231,330.      363,020.      MT  (+/- 180 meters Scaled)
 LX3384
 LX3384                          SUPERSEDED SURVEY CONTROL
 LX3384
 LX3384.No superseded survey control is available for this station.
 LX3384
 LX3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM458031(NAD 83)
 LX3384_MARKER: DD = SURVEY DISK
 LX3384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LX3384_SP_SET: LEDGE OF CONCRETE HIGHWAY
 LX3384_STAMPING: NORWICH 24
 LX3384_MARK LOGO: CTGS  
 LX3384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3384
 LX3384  HISTORY     - Date     Condition        Report By
 LX3384  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3384  HISTORY     - 1986     GOOD             NGS
 LX3384  HISTORY     - 19901129 MARK NOT FOUND   USPSQD
 LX3384
 LX3384                          STATION DESCRIPTION
 LX3384
 LX3384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3384'IN NORWICH.
 LX3384'IN NORWICH, 2.7 KM (1.7 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LX3384'JUNCTION OF STATE HIGHWAY 2 TO THE MARK ON THE LEFT IN THE LEDGE OF
 LX3384'THE HIGHWAY AT A CURVE, 6.49 METERS (21.3 FT) EAST OF THE
 LX3384'CENTERLINE OF THE HIGHWAY, 19.35 METERS (63.5 FT) NORTHWEST OF THE
 LX3384'NORTHWEST CORNER OF TEREO ACADEMY ELECTRONICS BRICK BUILDING, 4.72
 LX3384'METERS (15.5 FT) SOUTHWEST OF THE END OF A GUARDRAIL.  NOTE--MARK
 LX3384'IS 3-INCHES BELOW ASPHALT WITH A SQUARE HOLE CUT TO GAIN ACCESS.
 LX3384'THE MARK IS 0.09 M BELOW HIGHWAY.
 LX3384
 LX3384                          STATION RECOVERY (1990)
 LX3384
 LX3384'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3383 ***********************************************************************
 LX3383  DESIGNATION -  NORWICH 26
 LX3383  PID         -  LX3383
 LX3383  STATE/COUNTY-  CT/NEW LONDON
 LX3383  USGS QUAD   -  NORWICH (1983)
 LX3383
 LX3383                         *CURRENT SURVEY CONTROL
 LX3383  ___________________________________________________________________
 LX3383* NAD 83(1986)-  41 32 05.     (N)    072 03 16.     (W)     SCALED    
 LX3383* NAVD 88     -        16.628  (meters)      54.55   (feet)  ADJUSTED  
 LX3383  ___________________________________________________________________
 LX3383  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX3383  DYNAMIC HT  -          16.623 (meters)      54.54  (feet)  COMP
 LX3383  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX3383
 LX3383  VERT ORDER  -  FIRST     CLASS II
 LX3383
 LX3383.The horizontal coordinates were scaled from a topographic map and have
 LX3383.an estimated accuracy of +/- 6 seconds.
 LX3383
 LX3383.The orthometric height was determined by differential leveling
 LX3383.and adjusted by the National Geodetic Survey in June 1991..
 LX3383
 LX3383.The geoid height was determined by GEOID03.
 LX3383
 LX3383.The dynamic height is computed by dividing the NAVD 88
 LX3383.geopotential number by the normal gravity value computed on the
 LX3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3383.degrees latitude (g = 980.6199 gals.).
 LX3383
 LX3383.The modeled gravity was interpolated from observed gravity values.
 LX3383
 LX3383;                    North         East    Units  Estimated Accuracy
 LX3383;SPC CT       -   230,530.      362,840.      MT  (+/- 180 meters Scaled)
 LX3383
 LX3383                          SUPERSEDED SURVEY CONTROL
 LX3383
 LX3383.No superseded survey control is available for this station.
 LX3383
 LX3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM457023(NAD 83)
 LX3383_MARKER: DD = SURVEY DISK
 LX3383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3383_SP_SET: CONCRETE POST
 LX3383_STAMPING: NORWICH 26
 LX3383_MARK LOGO: CTGS  
 LX3383_PROJECTION: PROJECTING 10 CENTIMETERS
 LX3383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3383+STABILITY: SURFACE MOTION
 LX3383
 LX3383  HISTORY     - Date     Condition        Report By
 LX3383  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3383  HISTORY     - 1986     GOOD             NGS
 LX3383  HISTORY     - 19901129 GOOD             USPSQD
 LX3383  HISTORY     - 20060504 MARK NOT FOUND   USPSQD
 LX3383
 LX3383                          STATION DESCRIPTION
 LX3383
 LX3383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3383'IN NORWICH.
 LX3383'IN NORWICH, 1.90 KM (1.20 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 LX3383'THE JUNCTION OF STATE HIGHWAY 2 TO THE JUNCTION OF SEVENTH STREET AND
 LX3383'THE MARK ON THE LEFT, 6.95 METERS (22.8 FT) NORTHWEST OF THE
 LX3383'CENTERLINE OF THE HIGHWAY, 6.10 METERS (20.0 FT) NORTHEAST OF THE
 LX3383'CENTER OF 7TH STREET, 14.57 METERS (47.8 FT) NORTHEAST AND ACROSS
 LX3383'THE STREET FROM THE NORTHEAST CORNER OF A TWO-STORY FRAME HOUSE NO.
 LX3383'482, 7.25 METERS (23.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF CREEM
 LX3383'AUTOMOTIVE.
 LX3383'THE MARK IS 0.12 M ABOVE HIGHWAY.
 LX3383
 LX3383                          STATION RECOVERY (1990)
 LX3383
 LX3383'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3383'RECOVERED IN GOOD CONDITION.
 LX3383
 LX3383                          STATION RECOVERY (2006)
 LX3383
 LX3383'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3383'THE OWNER OF B+M AUTO SERVICE ADVISES THAT THE SIDEWALK IN THE AREA
 LX3383'COLLAPSED AND WAS REPLACED IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3386 ***********************************************************************
 LX3386  DESIGNATION -  NORWICH 3
 LX3386  PID         -  LX3386
 LX3386  STATE/COUNTY-  CT/NEW LONDON
 LX3386  USGS QUAD   -  NORWICH (1983)
 LX3386
 LX3386                         *CURRENT SURVEY CONTROL
 LX3386  ___________________________________________________________________
 LX3386* NAD 83(1986)-  41 33 33.     (N)    072 02 52.     (W)     SCALED    
 LX3386* NAVD 88     -        16.031  (meters)      52.59   (feet)  ADJUSTED  
 LX3386  ___________________________________________________________________
 LX3386  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX3386  DYNAMIC HT  -          16.026 (meters)      52.58  (feet)  COMP
 LX3386  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LX3386
 LX3386  VERT ORDER  -  FIRST     CLASS II
 LX3386
 LX3386.The horizontal coordinates were scaled from a topographic map and have
 LX3386.an estimated accuracy of +/- 6 seconds.
 LX3386
 LX3386.The orthometric height was determined by differential leveling
 LX3386.and adjusted by the National Geodetic Survey in June 1991..
 LX3386
 LX3386.The geoid height was determined by GEOID03.
 LX3386
 LX3386.The dynamic height is computed by dividing the NAVD 88
 LX3386.geopotential number by the normal gravity value computed on the
 LX3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3386.degrees latitude (g = 980.6199 gals.).
 LX3386
 LX3386.The modeled gravity was interpolated from observed gravity values.
 LX3386
 LX3386;                    North         East    Units  Estimated Accuracy
 LX3386;SPC CT       -   233,250.      363,380.      MT  (+/- 180 meters Scaled)
 LX3386
 LX3386                          SUPERSEDED SURVEY CONTROL
 LX3386
 LX3386.No superseded survey control is available for this station.
 LX3386
 LX3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM461050(NAD 83)
 LX3386_MARKER: DD = SURVEY DISK
 LX3386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3386_SP_SET: CONCRETE POST
 LX3386_STAMPING: NORWICH 3
 LX3386_MARK LOGO: CTGS  
 LX3386_PROJECTION: FLUSH
 LX3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3386+STABILITY: SURFACE MOTION
 LX3386
 LX3386  HISTORY     - Date     Condition        Report By
 LX3386  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3386  HISTORY     - 1986     GOOD             NGS
 LX3386  HISTORY     - 19901129 GOOD             USPSQD
 LX3386  HISTORY     - 20060504 GOOD             USPSQD
 LX3386
 LX3386                          STATION DESCRIPTION
 LX3386
 LX3386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3386'4.9 KM (3.05 MI) NE FROM NORWICH.
 LX3386'4.6 KM (2.85 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LX3386'STATE HIGHWAY 2 IN NORWICH, THENCE 0.3 KM (0.2 MI) NORTH ALONG STATE
 LX3386'HIGHWAY 97 TO THE MARK ON THE RIGHT AND BETWEEN TWO TWO-STORY FRAME
 LX3386'HOUSES NUMBERS 257 AND 261, ALSO 4.3 KM (2.65 MI) SOUTH ALONG STATE
 LX3386'HIGHWAY 97 FROM THE NORTHEAST JUNCTION OF CANTERBURY TURNPIKE IN
 LX3386'OCCUM, 6.03 METERS (19.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX3386'HIGHWAY, 15.09 METERS (49.5 FT) NORTHWEST OF THE SOUTHWEST CORNER
 LX3386'THE FOUNDATION OF HOUSE NO. 261, 8.17 METERS (26.8 FT) SOUTHWEST OF
 LX3386'THE SOUTHWEST EDGE OF THE TOP STEP IN FRONT OF HOUSE NO. 261, 0.21
 LX3386'METER (0.7 FT) SOUTHEAST OF A STEEL CABLE GUARDRAIL.
 LX3386'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3386
 LX3386                          STATION RECOVERY (1990)
 LX3386
 LX3386'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3386'RECOVERED IN GOOD CONDITION.
 LX3386
 LX3386                          STATION RECOVERY (2006)
 LX3386
 LX3386'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3373 ***********************************************************************
 LX3373  DESIGNATION -  NORWICH 47
 LX3373  PID         -  LX3373
 LX3373  STATE/COUNTY-  CT/NEW LONDON
 LX3373  USGS QUAD   -  FITCHVILLE (1983)
 LX3373
 LX3373                         *CURRENT SURVEY CONTROL
 LX3373  ___________________________________________________________________
 LX3373* NAD 83(1986)-  41 30 21.     (N)    072 07 51.     (W)     SCALED    
 LX3373* NAVD 88     -        28.087  (meters)      92.15   (feet)  ADJUSTED  
 LX3373  ___________________________________________________________________
 LX3373  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3373  DYNAMIC HT  -          28.077 (meters)      92.12  (feet)  COMP
 LX3373  MODELED GRAV-     980,272.3   (mgal)                       NAVD 88
 LX3373
 LX3373  VERT ORDER  -  FIRST     CLASS II
 LX3373
 LX3373.The horizontal coordinates were scaled from a topographic map and have
 LX3373.an estimated accuracy of +/- 6 seconds.
 LX3373
 LX3373.The orthometric height was determined by differential leveling
 LX3373.and adjusted by the National Geodetic Survey in June 1991..
 LX3373
 LX3373.The geoid height was determined by GEOID03.
 LX3373
 LX3373.The dynamic height is computed by dividing the NAVD 88
 LX3373.geopotential number by the normal gravity value computed on the
 LX3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3373.degrees latitude (g = 980.6199 gals.).
 LX3373
 LX3373.The modeled gravity was interpolated from observed gravity values.
 LX3373
 LX3373;                    North         East    Units  Estimated Accuracy
 LX3373;SPC CT       -   227,270.      356,490.      MT  (+/- 180 meters Scaled)
 LX3373
 LX3373                          SUPERSEDED SURVEY CONTROL
 LX3373
 LX3373.No superseded survey control is available for this station.
 LX3373
 LX3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL394988(NAD 83)
 LX3373_MARKER: DD = SURVEY DISK
 LX3373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3373_SP_SET: CONCRETE POST
 LX3373_STAMPING: NORWICH 47
 LX3373_MARK LOGO: CTGS  
 LX3373_PROJECTION: PROJECTING 13 CENTIMETERS
 LX3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3373+STABILITY: SURFACE MOTION
 LX3373
 LX3373  HISTORY     - Date     Condition        Report By
 LX3373  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3373  HISTORY     - 1986     GOOD             NGS
 LX3373  HISTORY     - 19901129 GOOD             USPSQD
 LX3373
 LX3373                          STATION DESCRIPTION
 LX3373
 LX3373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3373'4.3 KM (2.7 MI) WEST FROM NORWICH.
 LX3373'4.3 KM (2.7 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE
 LX3373'HIGHWAY 32 IN NORWICH TO THE MARK ON THE LEFT, AT THE EAST ENTRANCE TO
 LX3373'WEST PLAIN CEMETERY, 7.56 METERS (24.8 FT) SOUTH-SOUTHWEST OF THE
 LX3373'CENTERLINE OF THE HIGHWAY, 25.6 METERS (84.0 FT) NORTHWEST OF THE
 LX3373'EXTENDED CENTER OF COUNTRY DRIVE, 3.50 METERS (11.5 FT) NORTHWEST OF
 LX3373'THE CENTER OF THE EAST ENTRANCE OF THE CEMETERY, 1.0 METER (3.3
 LX3373'FT) NORTH-NORTHEAST OF A STONE WALL IN FRONT OF THE CEMETERY.
 LX3373'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3373
 LX3373                          STATION RECOVERY (1990)
 LX3373
 LX3373'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3374 ***********************************************************************
 LX3374  DESIGNATION -  NORWICH 49
 LX3374  PID         -  LX3374
 LX3374  STATE/COUNTY-  CT/NEW LONDON
 LX3374  USGS QUAD   -  FITCHVILLE (1983)
 LX3374
 LX3374                         *CURRENT SURVEY CONTROL
 LX3374  ___________________________________________________________________
 LX3374* NAD 83(1986)-  41 30 26.     (N)    072 07 32.     (W)     SCALED    
 LX3374* NAVD 88     -        27.398  (meters)      89.89   (feet)  ADJUSTED  
 LX3374  ___________________________________________________________________
 LX3374  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3374  DYNAMIC HT  -          27.388 (meters)      89.86  (feet)  COMP
 LX3374  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX3374
 LX3374  VERT ORDER  -  FIRST     CLASS II
 LX3374
 LX3374.The horizontal coordinates were scaled from a topographic map and have
 LX3374.an estimated accuracy of +/- 6 seconds.
 LX3374
 LX3374.The orthometric height was determined by differential leveling
 LX3374.and adjusted by the National Geodetic Survey in June 1991..
 LX3374
 LX3374.The geoid height was determined by GEOID03.
 LX3374
 LX3374.The dynamic height is computed by dividing the NAVD 88
 LX3374.geopotential number by the normal gravity value computed on the
 LX3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3374.degrees latitude (g = 980.6199 gals.).
 LX3374
 LX3374.The modeled gravity was interpolated from observed gravity values.
 LX3374
 LX3374;                    North         East    Units  Estimated Accuracy
 LX3374;SPC CT       -   227,430.      356,930.      MT  (+/- 180 meters Scaled)
 LX3374
 LX3374                          SUPERSEDED SURVEY CONTROL
 LX3374
 LX3374.No superseded survey control is available for this station.
 LX3374
 LX3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL398990(NAD 83)
 LX3374_MARKER: DD = SURVEY DISK
 LX3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3374_SP_SET: CONCRETE POST
 LX3374_STAMPING: NORWICH 49
 LX3374_MARK LOGO: CTGS  
 LX3374_PROJECTION: FLUSH
 LX3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3374+STABILITY: SURFACE MOTION
 LX3374
 LX3374  HISTORY     - Date     Condition        Report By
 LX3374  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3374  HISTORY     - 1986     GOOD             NGS
 LX3374  HISTORY     - 19901129 GOOD             USPSQD
 LX3374
 LX3374                          STATION DESCRIPTION
 LX3374
 LX3374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3374'3.9 KM (2.4 MI) WEST FROM NORWICH.
 LX3374'3.9 KM (2.4 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE
 LX3374'HIGHWAY 32 IN NORWICH TO THE MARK ON THE RIGHT UNDER THE WEST SET OF
 LX3374'HIGH TENSION POWER LINES, 6.25 METERS (20.5 FT) NORTH OF THE
 LX3374'CENTERLINE THE HIGHWAY, 17.46 METERS (57.3 FT) SOUTHEAST OF THE
 LX3374'SOUTHEAST CORNER OF A GARAGE AT THE END OF A PRIVATE DRIVE, 2.74
 LX3374'METERS (9.0 FT) NORTHEAST OF POWER POLE NO. S188, 0.30 METER (1.0
 LX3374'FT) SOUTH OF A STONE WALL WHICH PARALLELS THE HIGHWAY.
 LX3374'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3374
 LX3374                          STATION RECOVERY (1990)
 LX3374
 LX3374'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3375 ***********************************************************************
 LX3375  DESIGNATION -  NORWICH 50
 LX3375  PID         -  LX3375
 LX3375  STATE/COUNTY-  CT/NEW LONDON
 LX3375  USGS QUAD   -  NORWICH (1983)
 LX3375
 LX3375                         *CURRENT SURVEY CONTROL
 LX3375  ___________________________________________________________________
 LX3375* NAD 83(1986)-  41 30 27.     (N)    072 07 16.     (W)     SCALED    
 LX3375* NAVD 88     -        29.607  (meters)      97.14   (feet)  ADJUSTED  
 LX3375  ___________________________________________________________________
 LX3375  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3375  DYNAMIC HT  -          29.597 (meters)      97.10  (feet)  COMP
 LX3375  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LX3375
 LX3375  VERT ORDER  -  FIRST     CLASS II
 LX3375
 LX3375.The horizontal coordinates were scaled from a topographic map and have
 LX3375.an estimated accuracy of +/- 6 seconds.
 LX3375
 LX3375.The orthometric height was determined by differential leveling
 LX3375.and adjusted by the National Geodetic Survey in June 1991..
 LX3375
 LX3375.The geoid height was determined by GEOID03.
 LX3375
 LX3375.The dynamic height is computed by dividing the NAVD 88
 LX3375.geopotential number by the normal gravity value computed on the
 LX3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3375.degrees latitude (g = 980.6199 gals.).
 LX3375
 LX3375.The modeled gravity was interpolated from observed gravity values.
 LX3375
 LX3375;                    North         East    Units  Estimated Accuracy
 LX3375;SPC CT       -   227,460.      357,300.      MT  (+/- 180 meters Scaled)
 LX3375
 LX3375                          SUPERSEDED SURVEY CONTROL
 LX3375
 LX3375.No superseded survey control is available for this station.
 LX3375
 LX3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL402990(NAD 83)
 LX3375_MARKER: DD = SURVEY DISK
 LX3375_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3375_SP_SET: RETAINING WALL
 LX3375_STAMPING: NORWICH 50
 LX3375_MARK LOGO: CTGS  
 LX3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3375+STABILITY: SURFACE MOTION
 LX3375
 LX3375  HISTORY     - Date     Condition        Report By
 LX3375  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3375  HISTORY     - 1986     GOOD             NGS
 LX3375  HISTORY     - 19901129 MARK NOT FOUND   USPSQD
 LX3375  HISTORY     - 20060420 GOOD             USPSQD
 LX3375
 LX3375                          STATION DESCRIPTION
 LX3375
 LX3375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3375'3.4 KM (2.1 MI) WEST FROM NORWICH.
 LX3375'3.4 KM (2.1 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE
 LX3375'HIGHWAY 32 IN NORWICH TO THE MARK ON THE LEFT, IN TOP OF THE NORTH
 LX3375'END OF A CONCRETE RETAINING WALL ON THE EAST SIDE A ONE-STORY
 LX3375'FRAME HOUSE AND ACROSS THE HIGHWAY FROM A ROCK LEDGE, 7.44 METERS
 LX3375'(24.4 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.73
 LX3375'METERS (35.2 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE,
 LX3375'1.31 METERS (4.3 FT) SOUTHEAST OF A CORNER FENCE POST IN FRONT OF THE
 LX3375'HOUSE.
 LX3375'THE MARK IS 0.09 M BELOW HIGHWAY.
 LX3375
 LX3375                          STATION RECOVERY (1990)
 LX3375
 LX3375'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3375'MARK NOT FOUND.
 LX3375
 LX3375                          STATION RECOVERY (2006)
 LX3375
 LX3375'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3375'MARK IS 2 FT SW OF UTILITY POLE SNET 1532S.  HOUSE IN ORIGINAL
 LX3375'DESCRIPTION IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3378 ***********************************************************************
 LX3378  DESIGNATION -  NORWICH 57
 LX3378  PID         -  LX3378
 LX3378  STATE/COUNTY-  CT/NEW LONDON
 LX3378  USGS QUAD   -  NORWICH (1983)
 LX3378
 LX3378                         *CURRENT SURVEY CONTROL
 LX3378  ___________________________________________________________________
 LX3378* NAD 83(1986)-  41 30 55.     (N)    072 05 41.     (W)     SCALED    
 LX3378* NAVD 88     -        33.327  (meters)     109.34   (feet)  ADJUSTED  
 LX3378  ___________________________________________________________________
 LX3378  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX3378  DYNAMIC HT  -          33.315 (meters)     109.30  (feet)  COMP
 LX3378  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX3378
 LX3378  VERT ORDER  -  FIRST     CLASS II
 LX3378
 LX3378.The horizontal coordinates were scaled from a topographic map and have
 LX3378.an estimated accuracy of +/- 6 seconds.
 LX3378
 LX3378.The orthometric height was determined by differential leveling
 LX3378.and adjusted by the National Geodetic Survey in June 1991..
 LX3378
 LX3378.The geoid height was determined by GEOID03.
 LX3378
 LX3378.The dynamic height is computed by dividing the NAVD 88
 LX3378.geopotential number by the normal gravity value computed on the
 LX3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3378.degrees latitude (g = 980.6199 gals.).
 LX3378
 LX3378.The modeled gravity was interpolated from observed gravity values.
 LX3378
 LX3378;                    North         East    Units  Estimated Accuracy
 LX3378;SPC CT       -   228,340.      359,500.      MT  (+/- 180 meters Scaled)
 LX3378
 LX3378                          SUPERSEDED SURVEY CONTROL
 LX3378
 LX3378.No superseded survey control is available for this station.
 LX3378
 LX3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM424000(NAD 83)
 LX3378_MARKER: DD = SURVEY DISK
 LX3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3378_SP_SET: CONCRETE POST
 LX3378_STAMPING: NORWICH 57
 LX3378_MARK LOGO: CTGS  
 LX3378_PROJECTION: PROJECTING 15 CENTIMETERS
 LX3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3378+STABILITY: SURFACE MOTION
 LX3378
 LX3378  HISTORY     - Date     Condition        Report By
 LX3378  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3378  HISTORY     - 1986     GOOD             NGS
 LX3378  HISTORY     - 19901129 GOOD             USPSQD
 LX3378  HISTORY     - 20060420 MARK NOT FOUND   USPSQD
 LX3378
 LX3378                          STATION DESCRIPTION
 LX3378
 LX3378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3378'1.6 KM (1.0 MI) WEST FROM NORWICH.
 LX3378'1.2 KM (0.75 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3378'STATE HIGHWAY 32 IN NORWICH, THENCE 0.4 KM (0.25 MI) SOUTHEAST
 LX3378'ALONG DURHAM STREET TO THE MARK ON THE LEFT IN FRONT OF A
 LX3378'TWO-STORY FRAME HOUSE, 4.57 METERS (15.0 FT) NORTHEAST OF THE
 LX3378'CENTERLINE OF DURHAM STREET, 11.19 METERS (36.7 FT) SOUTH-SOUTHWEST OF
 LX3378'THE SOUTHEAST CORNER OF THE HOUSE, 0.27 METER (0.9 FT) SOUTHWEST OF
 LX3378'UTILITY POLE NO. D 124 WITH STREET LAMP.
 LX3378'THE MARK IS 0.18 M ABOVE DURHAM STREET.
 LX3378
 LX3378                          STATION RECOVERY (1990)
 LX3378
 LX3378'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3378'RECOVERED IN GOOD CONDITION.
 LX3378
 LX3378                          STATION RECOVERY (2006)
 LX3378
 LX3378'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3378'UTILITY POLE D124 SEEMS RELATIVELY NEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3390 ***********************************************************************
 LX3390  DESIGNATION -  NORWICH 9
 LX3390  PID         -  LX3390
 LX3390  STATE/COUNTY-  CT/NEW LONDON
 LX3390  USGS QUAD   -  NORWICH (1983)
 LX3390
 LX3390                         *CURRENT SURVEY CONTROL
 LX3390  ___________________________________________________________________
 LX3390* NAD 83(1986)-  41 34 43.     (N)    072 02 40.     (W)     SCALED    
 LX3390* NAVD 88     -        27.694  (meters)      90.86   (feet)  ADJUSTED  
 LX3390  ___________________________________________________________________
 LX3390  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX3390  DYNAMIC HT  -          27.685 (meters)      90.83  (feet)  COMP
 LX3390  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 LX3390
 LX3390  VERT ORDER  -  FIRST     CLASS II
 LX3390
 LX3390.The horizontal coordinates were scaled from a topographic map and have
 LX3390.an estimated accuracy of +/- 6 seconds.
 LX3390
 LX3390.The orthometric height was determined by differential leveling
 LX3390.and adjusted by the National Geodetic Survey in June 1991..
 LX3390
 LX3390.The geoid height was determined by GEOID03.
 LX3390
 LX3390.The dynamic height is computed by dividing the NAVD 88
 LX3390.geopotential number by the normal gravity value computed on the
 LX3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3390.degrees latitude (g = 980.6199 gals.).
 LX3390
 LX3390.The modeled gravity was interpolated from observed gravity values.
 LX3390
 LX3390;                    North         East    Units  Estimated Accuracy
 LX3390;SPC CT       -   235,410.      363,640.      MT  (+/- 180 meters Scaled)
 LX3390
 LX3390                          SUPERSEDED SURVEY CONTROL
 LX3390
 LX3390.No superseded survey control is available for this station.
 LX3390
 LX3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM463072(NAD 83)
 LX3390_MARKER: DD = SURVEY DISK
 LX3390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3390_SP_SET: CONCRETE POST
 LX3390_STAMPING: NORWICH 9
 LX3390_MARK LOGO: CTGS  
 LX3390_PROJECTION: PROJECTING 10 CENTIMETERS
 LX3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3390+STABILITY: SURFACE MOTION
 LX3390
 LX3390  HISTORY     - Date     Condition        Report By
 LX3390  HISTORY     - 1953     MONUMENTED       LOCENG
 LX3390  HISTORY     - 1986     GOOD             NGS
 LX3390  HISTORY     - 19901129 GOOD             USPSQD
 LX3390  HISTORY     - 20060523 POOR             USPSQD
 LX3390
 LX3390                          STATION DESCRIPTION
 LX3390
 LX3390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3390'1.9 KM (1.2 MI) SOUTH FROM OCCUM.
 LX3390'1.9 KM (1.2 MI) SOUTH ALONG STATE 97 FROM THE NORTHEAST JUNCTION OF
 LX3390'THE CANTERBURY TURNPIKE IN OCCUM TO THE MARK ON THE LEFT IN A CURVE.
 LX3390'IT IS 9.97 METERS (32.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3390'30.48 METERS (100.0 FT) NORTH-NORTHEAST OF THE END OF A STEEL CABLE
 LX3390'GUARDRAIL, 20.79 METERS (68.2 FT) NORTH-NORTHEAST OF UTILITY POLE NO.
 LX3390'061 WITH STREET LAMP AND ONE GUY WIRE, 12.04 METERS (39.5 FT) SOUTH OF
 LX3390'UTILITY POLE NO. 062 WITH ONE GUY WIRE AND 2.74 METERS (9.0 FT)
 LX3390'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A ROCK OUTCROP PROJECTING
 LX3390'0.91 METER (3.0 FT).
 LX3390'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX3390'THE MARK IS 0.46 M ABOVE HIGHWAY.
 LX3390
 LX3390                          STATION RECOVERY (1990)
 LX3390
 LX3390'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3390'RECOVERED IN GOOD CONDITION.
 LX3390
 LX3390                          STATION RECOVERY (2006)
 LX3390
 LX3390'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3390'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4754 ***********************************************************************
 LX4754  DESIGNATION -  NORWICH FIRST CONG CH TOWER
 LX4754  PID         -  LX4754
 LX4754  STATE/COUNTY-  CT/NEW LONDON
 LX4754  USGS QUAD   -  NORWICH (1983)
 LX4754
 LX4754                         *CURRENT SURVEY CONTROL
 LX4754  ___________________________________________________________________
 LX4754* NAD 83(1996)-  41 32 57.46430(N)    072 05 45.22838(W)     ADJUSTED  
 LX4754* NAVD 88     -                                                        
 LX4754  ___________________________________________________________________
 LX4754  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LX4754  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX4754
 LX4754  HORZ ORDER  -  THIRD
 LX4754
 LX4754.The horizontal coordinates were established by classical geodetic methods
 LX4754.and adjusted by the National Geodetic Survey in August 1998..
 LX4754
 LX4754
 LX4754.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4754
 LX4754.The geoid height was determined by GEOID03.
 LX4754
 LX4754;                    North         East     Units Scale Factor Converg.
 LX4754;SPC CT       -   232,120.498   359,372.847   MT  0.99998318   +0 26 01.4
 LX4754;SPC CT       -   761,548.67  1,179,042.42   sFT  0.99998318   +0 26 01.4
 LX4754;UTM  18      - 4,603,810.269   742,213.248   MT  1.00032203   +1 55 37.6
 LX4754
 LX4754                          SUPERSEDED SURVEY CONTROL
 LX4754
 LX4754  NAD 83(1992)-  41 32 57.46338(N)    072 05 45.22776(W) AD(       ) 4
 LX4754  NAD 83(1986)-  41 32 57.46410(N)    072 05 45.22967(W) AD(       ) 4
 LX4754  NAD 27      -  41 32 57.10000(N)    072 05 46.94200(W) AD(       ) 3
 LX4754
 LX4754.Superseded values are not recommended for survey control.
 LX4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4754.See file dsdata.txt to determine how the superseded data were derived.
 LX4754
 LX4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4221303810(NAD 83)
 LX4754
 LX4754  HISTORY     - Date     Condition        Report By
 LX4754  HISTORY     - 1934     MONUMENTED       CGS
 LX4754  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4754
 LX4754                          STATION DESCRIPTION
 LX4754
 LX4754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4754'THE CHURCH IS E OF STATE HIGHWAY NO. 2 AND NO. 32 AND JUST N
 LX4754'OF MEETING HOUSE ROCKS IN THE NORTHWESTERLY PART OF THE TOWN
 LX4754'OF NORWICH.  THE CHURCH IS A FRAME STRUCTURE WITH 3 DOORS IN
 LX4754'THE FRONT.  THE TOWER IS MADE UP OF 2 SQUARE SECTIONS AND HAS
 LX4754'A CLOCK FACE IN THE E SIDE.
 LX4754'
 LX4754'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT
 LX4754'50 FEET.
 LX4754
 LX4754                          STATION RECOVERY (1962)
 LX4754
 LX4754'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4754'FIRST CONGREGATIONAL CHURCH TOWER WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5153 ***********************************************************************
 LX5153  DESIGNATION -  NORWICH HOSP STANDPIPE
 LX5153  PID         -  LX5153
 LX5153  STATE/COUNTY-  CT/NEW LONDON
 LX5153  USGS QUAD   -  UNCASVILLE (1984)
 LX5153
 LX5153                         *CURRENT SURVEY CONTROL
 LX5153  ___________________________________________________________________
 LX5153* NAD 83(1996)-  41 29 45.64602(N)    072 04 25.69112(W)     ADJUSTED  
 LX5153* NAVD 88     -                                                        
 LX5153  ___________________________________________________________________
 LX5153  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LX5153  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5153
 LX5153  HORZ ORDER  -  THIRD
 LX5153
 LX5153.The horizontal coordinates were established by classical geodetic methods
 LX5153.and adjusted by the National Geodetic Survey in August 1998..
 LX5153
 LX5153
 LX5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5153
 LX5153.The geoid height was determined by GEOID03.
 LX5153
 LX5153;                    North         East     Units Scale Factor Converg.
 LX5153;SPC CT       -   226,217.159   361,262.408   MT  0.99998336   +0 26 54.1
 LX5153;SPC CT       -   742,180.80  1,185,241.75   sFT  0.99998336   +0 26 54.1
 LX5153;UTM  18      - 4,597,956.126   744,256.622   MT  1.00033428   +1 56 23.1
 LX5153;UTM  19      - 4,598,384.011   243,420.916   MT  1.00041024   -2 02 15.8
 LX5153
 LX5153                          SUPERSEDED SURVEY CONTROL
 LX5153
 LX5153  NAD 83(1992)-  41 29 45.64501(N)    072 04 25.69046(W) AD(       ) 4
 LX5153  NAD 83(1986)-  41 29 45.64574(N)    072 04 25.69304(W) AD(       ) 4
 LX5153  NAD 27      -  41 29 45.29340(N)    072 04 27.41617(W) AD(       ) 3
 LX5153
 LX5153.Superseded values are not recommended for survey control.
 LX5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5153.See file dsdata.txt to determine how the superseded data were derived.
 LX5153
 LX5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4425797956(NAD 83)
 LX5153_MARKER: 52 = STANDPIPE TANK
 LX5153
 LX5153  HISTORY     - Date     Condition        Report By
 LX5153  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5153  HISTORY     - 19910406 GOOD             USPSQD
 LX5153
 LX5153                          STATION DESCRIPTION
 LX5153
 LX5153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5153'THE STATION IS THE FINIAL OF THE NORWICH HOSPITAL STANDPIPE
 LX5153'WHICH IS LOCATED ABOUT 1 MILE SOUTH OF NORWICH, CONNECTICUT. THE
 LX5153'TANK IS A SILVER STEEL STANDPIPE 40 FT. IN DIAMETER AND 80
 LX5153'FT. TALL.  IT IS NEXT TO AN ABANDON CONCRETE STANDPIPE WHICH IS
 LX5153'50 FT. IN DIAMETER AND 75 FT. TALL.
 LX5153'
 LX5153'THE TANK IS ON LAND OWNED BY THE NORWICH HOSPITAL, DEPARTMENT
 LX5153'OF MENTAL HEALTH, BOX 508, NORWICH, CONNECTICUT.  FOR FURTHER
 LX5153'INFORMATION CONTACT HAROLD SAARI, SUPERINTENDENT OF PLANT
 LX5153'MAINTENENCE.  PHONE--889-7361.
 LX5153'
 LX5153'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 LX5153'12 NORTH AND 2A EAST ABOUT 2 MILES SOUTH OF NORWICH,
 LX5153'CONNECTICUT AND ABOUT 0.5 MILE EAST OF THE MOHEGAN-PEQUOT
 LX5153'BRIDGE CROSSING THE THAMES RIVER, GO NORTH FOLLOWING HIGHWAY 12
 LX5153'FOR 1.0 MILE TO THE INTERSECTION WITH TOWER STREET ON THE
 LX5153'RIGHT.  ALSO ON THE RIGHT IS THE WM. A. BUGON BUILDING,
 LX5153'NORWICH HOSPITAL.  TURN RIGHT AND FOLLOW TOWER STREET FOR 0.1
 LX5153'MILE TO A FORK.  BEAR LEFT AND CONTINUE FOR 0.1 MILE TO THE
 LX5153'TANK ON THE RIGHT.
 LX5153
 LX5153                          STATION RECOVERY (1991)
 LX5153
 LX5153'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4778 ***********************************************************************
 LX4778  DESIGNATION -  NORWICH RAD KCG 289 MAST
 LX4778  PID         -  LX4778
 LX4778  STATE/COUNTY-  CT/NEW LONDON
 LX4778  USGS QUAD   -  NORWICH (1983)
 LX4778
 LX4778                         *CURRENT SURVEY CONTROL
 LX4778  ___________________________________________________________________
 LX4778* NAD 83(1996)-  41 35 38.00404(N)    072 06 09.81588(W)     ADJUSTED  
 LX4778* NAVD 88     -                                                        
 LX4778  ___________________________________________________________________
 LX4778  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 LX4778  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX4778
 LX4778  HORZ ORDER  -  THIRD
 LX4778
 LX4778.The horizontal coordinates were established by classical geodetic methods
 LX4778.and adjusted by the National Geodetic Survey in August 1998..
 LX4778
 LX4778
 LX4778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4778
 LX4778.The geoid height was determined by GEOID03.
 LX4778
 LX4778;                    North         East     Units Scale Factor Converg.
 LX4778;SPC CT       -   237,068.859   358,765.940   MT  0.99998369   +0 25 45.1
 LX4778;SPC CT       -   777,783.41  1,177,051.25   sFT  0.99998369   +0 25 45.1
 LX4778;UTM  18      - 4,608,742.780   741,477.262   MT  1.00031764   +1 55 27.4
 LX4778
 LX4778                          SUPERSEDED SURVEY CONTROL
 LX4778
 LX4778  NAD 83(1992)-  41 35 38.00315(N)    072 06 09.81538(W) AD(       ) 4
 LX4778  NAD 83(1986)-  41 35 38.00397(N)    072 06 09.81697(W) AD(       ) 4
 LX4778  NAD 27      -  41 35 37.65045(N)    072 06 11.53843(W) AD(       ) 3
 LX4778
 LX4778.Superseded values are not recommended for survey control.
 LX4778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4778.See file dsdata.txt to determine how the superseded data were derived.
 LX4778
 LX4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4147708743(NAD 83)
 LX4778
 LX4778  HISTORY     - Date     Condition        Report By
 LX4778  HISTORY     - 1975     MONUMENTED       NGS
 LX4778
 LX4778                          STATION DESCRIPTION
 LX4778
 LX4778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4778'THE STATION IS THE TOP CENTER OF THE CONNECTICUT DEPARTMENT
 LX4778'OF TRANSPORTATION KCG 289 MAST.  THE MAST IS AN IRON POLE 120
 LX4778'FEET HIGH, PAINTED RED AND WHITE AND HAS A SMALL ANTENNA ON TOP.
 LX4778'
 LX4778'STATION IS ABOUT 5 MILES NORTH OF NORWICH, 4-1/2 MILES
 LX4778'WEST OF JEWETT CITY, 2 MILES SOUTHEAST OF FRANKLIN AND ALONG
 LX4778'THE WEST SIDE OF PLAIN HILL ROAD.
 LX4778'
 LX4778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52
 LX4778'AND WEST TOWN STREET (EXIT 82) IN NORWICHTOWN, GO WEST ON
 LX4778'WEST TOWN STREET FOR 0.2 MILE TO THE JUNCTION OF HUNNINGTON
 LX4778'AVENUE AND PLAIN HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LX4778'NORTH ON HUNNINGTON AVENUE WHICH TURNS INTO PLAIN HILL ROAD
 LX4778'FOR 2.7 MILES TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5159 ***********************************************************************
 LX5159  DESIGNATION -  NORWICH RAD WICH MAST
 LX5159  PID         -  LX5159
 LX5159  STATE/COUNTY-  CT/NEW LONDON
 LX5159  USGS QUAD   -  UNCASVILLE (1984)
 LX5159
 LX5159                         *CURRENT SURVEY CONTROL
 LX5159  ___________________________________________________________________
 LX5159* NAD 83(1996)-  41 28 28.56503(N)    072 06 10.81442(W)     ADJUSTED  
 LX5159* NAVD 88     -                                                        
 LX5159  ___________________________________________________________________
 LX5159  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LX5159  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5159
 LX5159  HORZ ORDER  -  THIRD
 LX5159
 LX5159.The horizontal coordinates were established by classical geodetic methods
 LX5159.and adjusted by the National Geodetic Survey in August 1998..
 LX5159
 LX5159
 LX5159.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5159
 LX5159.The geoid height was determined by GEOID03.
 LX5159
 LX5159;                    North         East     Units Scale Factor Converg.
 LX5159;SPC CT       -   223,820.577   358,842.010   MT  0.99998367   +0 25 44.4
 LX5159;SPC CT       -   734,318.01  1,177,300.83   sFT  0.99998367   +0 25 44.4
 LX5159;UTM  18      - 4,595,496.533   741,898.592   MT  1.00032017   +1 55 10.5
 LX5159
 LX5159                          SUPERSEDED SURVEY CONTROL
 LX5159
 LX5159  NAD 83(1992)-  41 28 28.56402(N)    072 06 10.81381(W) AD(       ) 4
 LX5159  NAD 83(1986)-  41 28 28.56485(N)    072 06 10.81654(W) AD(       ) 4
 LX5159  NAD 27      -  41 28 28.21518(N)    072 06 12.53800(W) AD(       ) 3
 LX5159
 LX5159.Superseded values are not recommended for survey control.
 LX5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5159.See file dsdata.txt to determine how the superseded data were derived.
 LX5159
 LX5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4189995497(NAD 83)
 LX5159_MARKER: 42 = RADIO/TV MAST
 LX5159
 LX5159  HISTORY     - Date     Condition        Report By
 LX5159  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5159
 LX5159                          STATION DESCRIPTION
 LX5159
 LX5159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5159'THE STATION IS THE LIGHT ATOP THE NORWICH WICH RADIO FM
 LX5159'MAST WHICH IS OWNED BY WICH INCORPORATED.  IT IS PAINTED
 LX5159'RED AND WHITE AND IS ABOUT 150 FEET IN HEIGHT.
 LX5159'
 LX5159'THE STATION IS ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF NORWICH,
 LX5159'1-1/2 MILES WEST-SOUTHWEST OF PEQUOT BRIDGE, 1/2 MILE EAST
 LX5159'OF STATE HIGHWAY 52 AND 1/4 MILE WEST OF STATE HIGHWAY 32.
 LX5159'
 LX5159'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX5159'2A AND 32 WHICH IS ABOUT 2-1/2 MILES SOUTH OF NORWICH,
 LX5159'GO SOUTH ON HIGHWAY 32 FOR 0.45 MILE TO THE JUNCTION OF
 LX5159'COOK DRIVE ON THE RIGHT.  TURN RIGHT AND GO WEST AND SOUTH
 LX5159'ON COOK DRIVE FOR 0.3 MILE TO THE END OF THE ROAD AND THE
 LX5159'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4746 ***********************************************************************
 LX4746  DESIGNATION -  NORWICH ST JOSEPH CH SPIRE
 LX4746  PID         -  LX4746
 LX4746  STATE/COUNTY-  CT/NEW LONDON
 LX4746  USGS QUAD   -  NORWICH (1983)
 LX4746
 LX4746                         *CURRENT SURVEY CONTROL
 LX4746  ___________________________________________________________________
 LX4746* NAD 83(1996)-  41 31 38.09149(N)    072 04 09.69391(W)     ADJUSTED  
 LX4746* NAVD 88     -                                                        
 LX4746  ___________________________________________________________________
 LX4746  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LX4746  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX4746
 LX4746  HORZ ORDER  -  THIRD
 LX4746
 LX4746.The horizontal coordinates were established by classical geodetic methods
 LX4746.and adjusted by the National Geodetic Survey in August 1998..
 LX4746
 LX4746
 LX4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4746
 LX4746.The geoid height was determined by GEOID03.
 LX4746
 LX4746;                    North         East     Units Scale Factor Converg.
 LX4746;SPC CT       -   229,688.968   361,606.118   MT  0.99998315   +0 27 04.7
 LX4746;SPC CT       -   753,571.22  1,186,369.41   sFT  0.99998315   +0 27 04.7
 LX4746;UTM  18      - 4,601,436.932   744,509.908   MT  1.00033580   +1 56 38.1
 LX4746;UTM  19      - 4,601,839.107   243,915.145   MT  1.00040712   -2 02 09.7
 LX4746
 LX4746                          SUPERSEDED SURVEY CONTROL
 LX4746
 LX4746  NAD 83(1992)-  41 31 38.09053(N)    072 04 09.69325(W) AD(       ) 4
 LX4746  NAD 83(1986)-  41 31 38.09120(N)    072 04 09.69536(W) AD(       ) 4
 LX4746  NAD 27      -  41 31 37.73200(N)    072 04 11.41500(W) AD(       ) 3
 LX4746
 LX4746.Superseded values are not recommended for survey control.
 LX4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4746.See file dsdata.txt to determine how the superseded data were derived.
 LX4746
 LX4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4451001437(NAD 83)
 LX4746
 LX4746  HISTORY     - Date     Condition        Report By
 LX4746  HISTORY     - 1934     MONUMENTED       CGS
 LX4746  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4746
 LX4746                          STATION DESCRIPTION
 LX4746
 LX4746'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4746'THE ST. JOSEPH CHURCH IS JUST N OF CLIFF STREET ON THE E SIDE
 LX4746'OF A STREET THAT IS ONLY 1 BLOCK LONG.  THE WHITE WOODEN CHURCH
 LX4746'WAS ERECTED IN 1905.  IT HAS A STONE BASEMENT.  THE SPIRE IS
 LX4746'AT THE FRONT CENTER OF THE BUILDING, HAS A SQUARE BASE WITH A
 LX4746'STATUE OF MARY AND THE INFANT CHRIST JUST BELOW THE APEX OF
 LX4746'THE ROOF OF THE CHURCH.  THE TOP PART OF THE SPIRE IS OCTAGONAL
 LX4746'WITH THE WOODSHINGLE SIDES.
 LX4746'
 LX4746'THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 125 FEET.
 LX4746
 LX4746                          STATION RECOVERY (1961)
 LX4746
 LX4746'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4746'STATION DESTROYED.  FATHER MICHAEL OF ST. JOSEPHS RECTORY
 LX4746'VERIFIED THE SPIRE WAS REMOVED IN 1955 AFTER A HURRICANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4752 ***********************************************************************
 LX4752  DESIGNATION -  NORWICH ST MARYS CH TOWER
 LX4752  PID         -  LX4752
 LX4752  STATE/COUNTY-  CT/NEW LONDON
 LX4752  USGS QUAD   -  NORWICH (1983)
 LX4752
 LX4752                         *CURRENT SURVEY CONTROL
 LX4752  ___________________________________________________________________
 LX4752* NAD 83(1996)-  41 31 47.13494(N)    072 03 35.29216(W)     ADJUSTED  
 LX4752* NAVD 88     -                                                        
 LX4752  ___________________________________________________________________
 LX4752  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LX4752  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX4752
 LX4752  HORZ ORDER  -  THIRD
 LX4752
 LX4752.The horizontal coordinates were established by classical geodetic methods
 LX4752.and adjusted by the National Geodetic Survey in August 1998..
 LX4752
 LX4752
 LX4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4752
 LX4752.The geoid height was determined by GEOID03.
 LX4752
 LX4752;                    North         East     Units Scale Factor Converg.
 LX4752;SPC CT       -   229,974.281   362,401.409   MT  0.99998314   +0 27 27.5
 LX4752;SPC CT       -   754,507.29  1,188,978.62   sFT  0.99998314   +0 27 27.5
 LX4752;UTM  18      - 4,601,742.973   745,297.777   MT  1.00034054   +1 57 01.2
 LX4752;UTM  19      - 4,602,089.742   244,722.410   MT  1.00040204   -2 01 47.2
 LX4752
 LX4752                          SUPERSEDED SURVEY CONTROL
 LX4752
 LX4752  NAD 83(1992)-  41 31 47.13400(N)    072 03 35.29148(W) AD(       ) 4
 LX4752  NAD 83(1986)-  41 31 47.13463(N)    072 03 35.29363(W) AD(       ) 4
 LX4752  NAD 27      -  41 31 46.78000(N)    072 03 37.02000(W) AD(       ) 3
 LX4752
 LX4752.Superseded values are not recommended for survey control.
 LX4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4752.See file dsdata.txt to determine how the superseded data were derived.
 LX4752
 LX4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4529801743(NAD 83)
 LX4752
 LX4752  HISTORY     - Date     Condition        Report By
 LX4752  HISTORY     - 1934     MONUMENTED       CGS
 LX4752  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4752
 LX4752                          STATION DESCRIPTION
 LX4752
 LX4752'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4752'THE CHURCH IS AT THE NORTHWESTERLY CORNER OF PROSPECT STREET
 LX4752'AND CENTRAL AVENUE.  IT IS A LARGE STONE BUILDING WITH A GABLED
 LX4752'SLATE ROOF THAT IS VERY STEEP.  THE TOWER IS AT THE E SIDE OF
 LX4752'THE CHURCH NEAR THE S SIDE.  THERE IS A SMALL SPIRE ON EACH
 LX4752'CORNER OF THE TOWER AND SMALLER SPIRES IN BETWEEN EACH PAIR
 LX4752'OF LARGER SPIRES.
 LX4752'
 LX4752'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT
 LX4752'75 FEET ABOVE THE GROUND.
 LX4752
 LX4752                          STATION RECOVERY (1962)
 LX4752
 LX4752'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4752'ST MARYS CHURCH TOWER WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4749 ***********************************************************************
 LX4749  DESIGNATION -  NORWICH ST PATRICKS CH SPIRE
 LX4749  PID         -  LX4749
 LX4749  STATE/COUNTY-  CT/NEW LONDON
 LX4749  USGS QUAD   -  NORWICH (1983)
 LX4749
 LX4749                         *CURRENT SURVEY CONTROL
 LX4749  ___________________________________________________________________
 LX4749* NAD 83(1996)-  41 31 51.76741(N)    072 04 38.66746(W)     ADJUSTED  
 LX4749* NAVD 88     -                                                        
 LX4749  ___________________________________________________________________
 LX4749  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 LX4749  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX4749
 LX4749  HORZ ORDER  -  THIRD
 LX4749
 LX4749.The horizontal coordinates were established by classical geodetic methods
 LX4749.and adjusted by the National Geodetic Survey in August 1998..
 LX4749
 LX4749
 LX4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4749
 LX4749.The geoid height was determined by GEOID03.
 LX4749
 LX4749;                    North         East     Units Scale Factor Converg.
 LX4749;SPC CT       -   230,105.606   360,931.153   MT  0.99998314   +0 26 45.5
 LX4749;SPC CT       -   754,938.14  1,184,154.96   sFT  0.99998314   +0 26 45.5
 LX4749;UTM  18      - 4,601,835.987   743,824.079   MT  1.00033167   +1 56 19.3
 LX4749;UTM  19      - 4,602,284.836   243,258.619   MT  1.00041126   -2 02 29.4
 LX4749
 LX4749                          SUPERSEDED SURVEY CONTROL
 LX4749
 LX4749  NAD 83(1992)-  41 31 51.76645(N)    072 04 38.66679(W) AD(       ) 4
 LX4749  NAD 83(1986)-  41 31 51.76719(N)    072 04 38.66896(W) AD(       ) 4
 LX4749  NAD 27      -  41 31 51.41116(N)    072 04 40.40024(W) AD(       ) 3
 LX4749
 LX4749.Superseded values are not recommended for survey control.
 LX4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4749.See file dsdata.txt to determine how the superseded data were derived.
 LX4749
 LX4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4382401836(NAD 83)
 LX4749_MARKER: 90 = CHURCH SPIRE
 LX4749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4749+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 LX4749
 LX4749  HISTORY     - Date     Condition        Report By
 LX4749  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX4749  HISTORY     - 1961     GOOD             CGS
 LX4749  HISTORY     - 1974     GOOD             NGS
 LX4749  HISTORY     - 1985     GOOD             USPSQD
 LX4749  HISTORY     - 20030621 GOOD             USPSQD
 LX4749
 LX4749                          STATION DESCRIPTION
 LX4749
 LX4749'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4749'SAINT PATRICKS CHURCH IS ON THE NE CORNER OF BROADWAY AND OTTIS
 LX4749'STREETS AND JUST N OF WHERE UNION STREET JOINS BROADWAY.  THE
 LX4749'CHURCH IS A ROUGH FINISHED GRAY STONE BUILDING WITH A VERY STEEP
 LX4749'SLATE ROOF.  THERE ARE 2 SHORTER SPIRES AT THE NW CORNER OF
 LX4749'THE CHURCH.  THE TALLER SPIRE IS AT THE SW CORNER OF THE
 LX4749'CHURCH.  IT HAS A SQUARE STONE BASE.  THE TOP IS OCTAGONAL AND
 LX4749'IS COVERED WITH SLATE SHINGLES.  THE STATION IS THE BASE OF THE
 LX4749'GILDED CROSS AT THE APEX OF THE SPIRE.  HEIGHT ABOUT 175 FEET
 LX4749'ABOVE GROUND.
 LX4749
 LX4749                          STATION RECOVERY (1961)
 LX4749
 LX4749'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4749'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX4749'G.C.M. IN 1934.
 LX4749
 LX4749                          STATION RECOVERY (1974)
 LX4749
 LX4749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LX4749'NORWICH SAINT PATRICKS CHURCH SPIRE WAS RECOVERED
 LX4749'AS DESCRIBED.  THE POINT INTERSECTED WAS THE APEX OF
 LX4749'THE SPIRE.  THE OVER-ALL HEIGHT IS 175 FEET.
 LX4749
 LX4749                          STATION RECOVERY (1985)
 LX4749
 LX4749'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX4749'NORWICH ST PATRICKS CHURCH SPIRE WAS RECOVERED IN GOOD CONDITION
 LX4749'AS DESCRIBED BY GCM IN 1934.
 LX4749
 LX4749                          STATION RECOVERY (2003)
 LX4749
 LX4749'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX4749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4780 ***********************************************************************
 LX4780  DESIGNATION -  NORWICH STANDPIPE
 LX4780  PID         -  LX4780
 LX4780  STATE/COUNTY-  CT/NEW LONDON
 LX4780  USGS QUAD   -  NORWICH (1983)
 LX4780
 LX4780                         *CURRENT SURVEY CONTROL
 LX4780  ___________________________________________________________________
 LX4780* NAD 83(1996)-  41 34 50.58631(N)    072 06 18.48297(W)     ADJUSTED  
 LX4780* NAVD 88     -                                                        
 LX4780  ___________________________________________________________________
 LX4780  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 LX4780  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX4780
 LX4780  HORZ ORDER  -  THIRD
 LX4780
 LX4780.The horizontal coordinates were established by classical geodetic methods
 LX4780.and adjusted by the National Geodetic Survey in August 1998..
 LX4780
 LX4780
 LX4780.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4780
 LX4780.The geoid height was determined by GEOID03.
 LX4780
 LX4780;                    North         East     Units Scale Factor Converg.
 LX4780;SPC CT       -   235,604.516   358,576.137   MT  0.99998348   +0 25 39.3
 LX4780;SPC CT       -   772,979.15  1,176,428.54   sFT  0.99998348   +0 25 39.3
 LX4780;UTM  18      - 4,607,273.494   741,325.674   MT  1.00031674   +1 55 19.8
 LX4780
 LX4780                          SUPERSEDED SURVEY CONTROL
 LX4780
 LX4780  NAD 83(1992)-  41 34 50.58538(N)    072 06 18.48243(W) AD(       ) 4
 LX4780  NAD 83(1986)-  41 34 50.58615(N)    072 06 18.48423(W) AD(       ) 4
 LX4780  NAD 27      -  41 34 50.23138(N)    072 06 20.20667(W) AD(       ) 3
 LX4780
 LX4780.Superseded values are not recommended for survey control.
 LX4780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4780.See file dsdata.txt to determine how the superseded data were derived.
 LX4780
 LX4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4132607273(NAD 83)
 LX4780
 LX4780  HISTORY     - Date     Condition        Report By
 LX4780  HISTORY     - 1975     MONUMENTED       NGS
 LX4780
 LX4780                          STATION DESCRIPTION
 LX4780
 LX4780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4780'THE STATION IS THE VENT ATOP A WATER STANDPIPE OWNED BY THE
 LX4780'CITY OF NORWICH.  IT IS PAINTED GREEN AND IS ABOUT 90 FEET HIGH.
 LX4780'
 LX4780'STATION IS ABOUT 4-1/2 MILES NORTH OF NORWICH AND 1-1/4 MILE WEST
 LX4780'OF PLAIN HILL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4765 ***********************************************************************
 LX4765  DESIGNATION -  NORWICH TRINITY CHURCH TOWER
 LX4765  PID         -  LX4765
 LX4765  STATE/COUNTY-  CT/NEW LONDON
 LX4765  USGS QUAD   -  NORWICH (1983)
 LX4765
 LX4765                         *CURRENT SURVEY CONTROL
 LX4765  ___________________________________________________________________
 LX4765* NAD 83(1996)-  41 31 28.67584(N)    072 04 44.79738(W)     ADJUSTED  
 LX4765* NAVD 88     -                                                        
 LX4765  ___________________________________________________________________
 LX4765  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 LX4765  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX4765
 LX4765  HORZ ORDER  -  THIRD
 LX4765
 LX4765.The horizontal coordinates were established by classical geodetic methods
 LX4765.and adjusted by the National Geodetic Survey in August 1998..
 LX4765
 LX4765
 LX4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4765
 LX4765.The geoid height was determined by GEOID03.
 LX4765
 LX4765;                    North         East     Units Scale Factor Converg.
 LX4765;SPC CT       -   229,392.134   360,794.585   MT  0.99998315   +0 26 41.4
 LX4765;SPC CT       -   752,597.36  1,183,706.90   sFT  0.99998315   +0 26 41.4
 LX4765;UTM  18      - 4,601,118.949   743,706.101   MT  1.00033097   +1 56 14.4
 LX4765;UTM  19      - 4,601,577.660   243,091.144   MT  1.00041232   -2 02 32.6
 LX4765
 LX4765                          SUPERSEDED SURVEY CONTROL
 LX4765
 LX4765  NAD 83(1992)-  41 31 28.67488(N)    072 04 44.79673(W) AD(       ) 4
 LX4765  NAD 83(1986)-  41 31 28.67558(N)    072 04 44.79893(W) AD(       ) 4
 LX4765  NAD 27      -  41 31 28.32000(N)    072 04 46.52000(W) AD(       ) 3
 LX4765
 LX4765.Superseded values are not recommended for survey control.
 LX4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4765.See file dsdata.txt to determine how the superseded data were derived.
 LX4765
 LX4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4370601119(NAD 83)
 LX4765
 LX4765  HISTORY     - Date     Condition        Report By
 LX4765  HISTORY     - 1934     MONUMENTED       CGS
 LX4765  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4765  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX4765
 LX4765                          STATION DESCRIPTION
 LX4765
 LX4765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4765'THE TRINITY CHURCH OF NORWICH IS S OF CHURCH STREET AND W
 LX4765'OF COURT STREET.  IT IS AN OLD STONE BUILDING.  THE TOWER IS
 LX4765'SQUARE AND AT THE FRONT CENTER OF THE CHURCH.  THE ROOF OF THE
 LX4765'TOWER IS VERY FLAT AND HAS A SMALL CROSS ON EACH CORNER.
 LX4765'
 LX4765'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT 50 FEET.
 LX4765
 LX4765                          STATION RECOVERY (1966)
 LX4765
 LX4765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX4765'STATION RECOVERED.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 LX4765'EXCEPT THE SMALL CROSS ON EACH CORNER OF THE TOWER NO LONGER EXIST.
 LX4765
 LX4765                          STATION RECOVERY (1985)
 LX4765
 LX4765'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX4765'NORWICH TRINITY CHURCH TOWER NO LONGER EXISTS - ACCORDING TO RECORDS
 LX4765'AT THE NORWICH TOWNHALL THE CHURCH BUILDING AND TOWER BURNT DOWN
 LX4765'APPROX. 10 YRS AGO.  THE AREA (30 MAIN ST. NORWICH.) IS NOW A
 LX4765'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4805 ***********************************************************************
 LX4805  DESIGNATION -  NORWICH TV WEDN MAST
 LX4805  PID         -  LX4805
 LX4805  STATE/COUNTY-  CT/NEW LONDON
 LX4805  USGS QUAD   -  FITCHVILLE (1983)
 LX4805
 LX4805                         *CURRENT SURVEY CONTROL
 LX4805  ___________________________________________________________________
 LX4805* NAD 83(1996)-  41 31 13.65689(N)    072 10 01.36477(W)     ADJUSTED  
 LX4805* NAVD 88     -                                                        
 LX4805  ___________________________________________________________________
 LX4805  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX4805  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX4805
 LX4805  HORZ ORDER  -  THIRD
 LX4805
 LX4805.The horizontal coordinates were established by classical geodetic methods
 LX4805.and adjusted by the National Geodetic Survey in August 1998..
 LX4805
 LX4805
 LX4805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4805
 LX4805.The geoid height was determined by GEOID03.
 LX4805
 LX4805;                    North         East     Units Scale Factor Converg.
 LX4805;SPC CT       -   228,875.553   353,458.543   MT  0.99998317   +0 23 11.5
 LX4805;SPC CT       -   750,902.54  1,159,638.57   sFT  0.99998317   +0 23 11.5
 LX4805;UTM  18      - 4,600,411.254   736,383.614   MT  1.00028770   +1 52 43.7
 LX4805
 LX4805                          SUPERSEDED SURVEY CONTROL
 LX4805
 LX4805  NAD 83(1992)-  41 31 13.65594(N)    072 10 01.36436(W) AD(       ) 4
 LX4805  NAD 83(1986)-  41 31 13.65700(N)    072 10 01.36661(W) AD(       ) 4
 LX4805  NAD 27      -  41 31 13.30037(N)    072 10 03.08853(W) AD(       ) 3
 LX4805
 LX4805.Superseded values are not recommended for survey control.
 LX4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4805.See file dsdata.txt to determine how the superseded data were derived.
 LX4805
 LX4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3638400411(NAD 83)
 LX4805
 LX4805  HISTORY     - Date     Condition        Report By
 LX4805  HISTORY     - 1975     MONUMENTED       NGS
 LX4805
 LX4805                          STATION DESCRIPTION
 LX4805
 LX4805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4805'STATION IS A LIGHT ATOP THE CONNECTICUT EDUCATION CORPORATION
 LX4805'TELEVISION WEDN CHANNEL 53 MAST.  THE MAST IS PAINTED RED AND
 LX4805'WHITE AND IS 481 FEET HIGH.
 LX4805'
 LX4805'STATION IS LOCATED ON BISHOP HILL, ABOUT 4-3/4 MILES WEST OF
 LX4805'NORWICH, 3 MILES SOUTH-SOUTHWEST OF FITCHVILLE AND ALONG THE
 LX4805'EAST SIDE OF BISHOP HILL ROAD.
 LX4805'
 LX4805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 52
 LX4805'AND 82 IN THE SOUTHWEST EDGE OF NORWICH, GO WEST ON HIGHWAY 82
 LX4805'FOR 1.75 MILES TO THE JUNCTION OF SOUTH ROAD.  TURN RIGHT AND
 LX4805'GO NORTHWEST ON SOUTH ROAD FOR 0.95 MILE TO THE JUNCTION OF
 LX4805'SWAN ROAD ON THE LEFT AND BISHOP HILL ROAD ON THE RIGHT.  TURN
 LX4805'RIGHT AND GO NORTH ON BISHOP HILL ROAD FOR 0.5 MILE TO THE
 LX4805'STATION ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4776 ***********************************************************************
 LX4776  DESIGNATION -  NORWICH WICH MAST
 LX4776  PID         -  LX4776
 LX4776  STATE/COUNTY-  CT/NEW LONDON
 LX4776  USGS QUAD   -  NORWICH (1983)
 LX4776
 LX4776                         *CURRENT SURVEY CONTROL
 LX4776  ___________________________________________________________________
 LX4776* NAD 83(1996)-  41 33 09.62301(N)    072 04 33.37712(W)     ADJUSTED  
 LX4776* NAVD 88     -                                                        
 LX4776  ___________________________________________________________________
 LX4776  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 LX4776  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX4776
 LX4776  HORZ ORDER  -  THIRD
 LX4776
 LX4776.The horizontal coordinates were established by classical geodetic methods
 LX4776.and adjusted by the National Geodetic Survey in August 1998..
 LX4776
 LX4776
 LX4776.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4776
 LX4776.The geoid height was determined by GEOID03.
 LX4776
 LX4776;                    North         East     Units Scale Factor Converg.
 LX4776;SPC CT       -   232,508.389   361,035.053   MT  0.99998320   +0 26 49.0
 LX4776;SPC CT       -   762,821.27  1,184,495.84   sFT  0.99998320   +0 26 49.0
 LX4776;UTM  18      - 4,604,241.499   743,865.348   MT  1.00033192   +1 56 25.8
 LX4776;UTM  19      - 4,604,681.868   243,466.812   MT  1.00040994   -2 02 29.1
 LX4776
 LX4776                          SUPERSEDED SURVEY CONTROL
 LX4776
 LX4776  NAD 83(1992)-  41 33 09.62206(N)    072 04 33.37649(W) AD(       ) 4
 LX4776  NAD 83(1986)-  41 33 09.62277(N)    072 04 33.37846(W) AD(       ) 4
 LX4776  NAD 27      -  41 33 09.27007(N)    072 04 35.10281(W) AD(       ) 3
 LX4776
 LX4776.Superseded values are not recommended for survey control.
 LX4776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4776.See file dsdata.txt to determine how the superseded data were derived.
 LX4776
 LX4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4386504241(NAD 83)
 LX4776
 LX4776  HISTORY     - Date     Condition        Report By
 LX4776  HISTORY     - 1975     MONUMENTED       NGS
 LX4776
 LX4776                          STATION DESCRIPTION
 LX4776
 LX4776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4776'THE STATION IS THE LIGHT ATOP THE NORWICH WICH RADIO MAST
 LX4776'WHICH IS OWNED BY WICH INCORPORATED.  IT IS THE CENTER 1 OF 3
 LX4776'MAST, PAINTED RED AND WHITE AND IS ABOUT 356 FEET HIGH.
 LX4776'
 LX4776'THE STATION LOCATED AT THE EAST END OF CUPRAK ROAD IN NORWICH.
 LX4776'
 LX4776'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2, 32
 LX4776'AND 169 ON THE NORTH EDGE OF NORWICH, GO NORTH ON HIGHWAY 169
 LX4776'FOR 0.8 MILE TO THE JUNCTION OF CUPRAK ROAD ON THE RIGHT.  TURN
 LX4776'RIGHT AND GO NORTHEAST ON CUPRAK ROAD FOR 0.2 MILE TO THE END
 LX4776'OF THE ROAD AND THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4757 ***********************************************************************
 LX4757  DESIGNATION -  NORWICHTOWN FIRE TOWER
 LX4757  PID         -  LX4757
 LX4757  STATE/COUNTY-  CT/NEW LONDON
 LX4757  USGS QUAD   -  NORWICH (1983)
 LX4757
 LX4757                         *CURRENT SURVEY CONTROL
 LX4757  ___________________________________________________________________
 LX4757* NAD 83(1996)-  41 35 39.47634(N)    072 06 08.34631(W)     ADJUSTED  
 LX4757* NAVD 88     -                                                        
 LX4757  ___________________________________________________________________
 LX4757  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 LX4757  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX4757
 LX4757  HORZ ORDER  -  THIRD
 LX4757
 LX4757.The horizontal coordinates were established by classical geodetic methods
 LX4757.and adjusted by the National Geodetic Survey in August 1998..
 LX4757
 LX4757
 LX4757.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4757
 LX4757.The geoid height was determined by GEOID03.
 LX4757
 LX4757;                    North         East     Units Scale Factor Converg.
 LX4757;SPC CT       -   237,114.534   358,799.633   MT  0.99998370   +0 25 46.0
 LX4757;SPC CT       -   777,933.27  1,177,161.80   sFT  0.99998370   +0 25 46.0
 LX4757;UTM  18      - 4,608,789.334   741,509.763   MT  1.00031784   +1 55 28.4
 LX4757
 LX4757                          SUPERSEDED SURVEY CONTROL
 LX4757
 LX4757  NAD 83(1992)-  41 35 39.47552(N)    072 06 08.34576(W) AD(       ) 4
 LX4757  NAD 83(1986)-  41 35 39.47633(N)    072 06 08.34749(W) AD(       ) 4
 LX4757  NAD 27      -  41 35 39.12939(N)    072 06 10.06178(W) AD(       ) 3
 LX4757
 LX4757.Superseded values are not recommended for survey control.
 LX4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4757.See file dsdata.txt to determine how the superseded data were derived.
 LX4757
 LX4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4151008789(NAD 83)
 LX4757
 LX4757  HISTORY     - Date     Condition        Report By
 LX4757  HISTORY     - UNK      MONUMENTED
 LX4757  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4757
 LX4757                          STATION DESCRIPTION
 LX4757
 LX4757'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4757'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6447 ***********************************************************************
 LX6447  DESIGNATION -  NY NH H RR CULVER RD TANK
 LX6447  PID         -  LX6447
 LX6447  STATE/COUNTY-  CT/NEW HAVEN
 LX6447  USGS QUAD   -  BRANFORD (1984)
 LX6447
 LX6447                         *CURRENT SURVEY CONTROL
 LX6447  ___________________________________________________________________
 LX6447* NAD 83(1996)-  41 21 21.53285(N)    072 51 47.15135(W)     ADJUSTED  
 LX6447* NAVD 88     -                                                        
 LX6447  ___________________________________________________________________
 LX6447  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LX6447  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6447
 LX6447  HORZ ORDER  -  THIRD
 LX6447
 LX6447.The horizontal coordinates were established by classical geodetic methods
 LX6447.and adjusted by the National Geodetic Survey in August 1998..
 LX6447
 LX6447
 LX6447.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6447
 LX6447.The geoid height was determined by GEOID03.
 LX6447
 LX6447;                    North         East     Units Scale Factor Converg.
 LX6447;SPC CT       -   210,450.473   295,336.619   MT  0.99998792   -0 04 30.0
 LX6447;SPC CT       -   690,452.93    968,950.22   sFT  0.99998792   -0 04 30.0
 LX6447;SPC NY L     -   132,691.802   395,137.549   MT  1.00003383   +0 44 37.1
 LX6447;SPC NY L     -   435,339.69  1,296,380.44   sFT  1.00003383   +0 44 37.1
 LX6447;UTM  18      - 4,580,478.609   678,751.698   MT  0.99999324   +1 24 44.3
 LX6447
 LX6447                          SUPERSEDED SURVEY CONTROL
 LX6447
 LX6447  NAD 83(1992)-  41 21 21.53196(N)    072 51 47.15124(W) AD(       ) 4
 LX6447  NAD 83(1986)-  41 21 21.53431(N)    072 51 47.15419(W) AD(       ) 4
 LX6447  NAD 27      -  41 21 21.20000(N)    072 51 48.79200(W) AD(       ) 3
 LX6447
 LX6447.Superseded values are not recommended for survey control.
 LX6447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6447.See file dsdata.txt to determine how the superseded data were derived.
 LX6447
 LX6447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7875280479(NAD 83)
 LX6447
 LX6447  HISTORY     - Date     Condition        Report By
 LX6447  HISTORY     - 1934     MONUMENTED       CGS
 LX6447  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX6447  HISTORY     - 19910901 MARK NOT FOUND   USPSQD
 LX6447
 LX6447                          STATION DESCRIPTION
 LX6447
 LX6447'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6447'THIS IS AN AUXILIARY WATER SUPPLY TANK OF THE NEW HAVEN
 LX6447'RAILROAD.  IT IS LOCATED IN THE NE PART OF THE CEDAR HILL YARDS,
 LX6447'AT THE FOOT OF CULVER ROAD.  IT IS DIRECTLY ALONG SIDE THE TRACKS
 LX6447'OF THE AIR LINE DIVISION.  THE TANK IS 120 FEET TO THE APEX OF
 LX6447'THE ROOF.  TANK HAS A HEMISPHERICAL BOTTOM AND A STEEPLY SLOPING
 LX6447'ROOF.  TANK AND STEEL SUPPORTING STRUCTURE ARE PAINTED BLACK.
 LX6447'THERE IS A BALL AT THE APEX OF THE ROOF.
 LX6447'
 LX6447'CENTER IS CENTER LINE OF THE BALL.
 LX6447
 LX6447                          STATION RECOVERY (1987)
 LX6447
 LX6447'RECOVERY NOTE BY US POWER SQUADRON 1987 (PHM)
 LX6447'MARK NOT FOUND.
 LX6447
 LX6447                          STATION RECOVERY (1991)
 LX6447
 LX6447'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHM)
 LX6447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6503 ***********************************************************************
 LX6503  DESIGNATION -  NY NH H RR PLANT E STACK
 LX6503  PID         -  LX6503
 LX6503  STATE/COUNTY-  CT/NEW HAVEN
 LX6503  USGS QUAD   -  NEW HAVEN (1984)
 LX6503
 LX6503                         *CURRENT SURVEY CONTROL
 LX6503  ___________________________________________________________________
 LX6503* NAD 83(1996)-  41 17 46.09526(N)    072 55 33.03721(W)     ADJUSTED  
 LX6503* NAVD 88     -                                                        
 LX6503  ___________________________________________________________________
 LX6503  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 LX6503  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6503
 LX6503  HORZ ORDER  -  THIRD
 LX6503
 LX6503.The horizontal coordinates were established by classical geodetic methods
 LX6503.and adjusted by the National Geodetic Survey in August 1998..
 LX6503
 LX6503
 LX6503.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6503
 LX6503.The geoid height was determined by GEOID03.
 LX6503
 LX6503;                    North         East     Units Scale Factor Converg.
 LX6503;SPC CT       -   203,813.071   290,072.519   MT  0.99999169   -0 06 59.7
 LX6503;SPC CT       -   668,676.72    951,679.59   sFT  0.99999169   -0 06 59.7
 LX6503;SPC NY L     -   125,979.577   389,968.642   MT  1.00002516   +0 42 09.3
 LX6503;SPC NY L     -   413,318.00  1,279,422.12   sFT  1.00002516   +0 42 09.3
 LX6503;UTM  18      - 4,573,706.932   673,661.594   MT  0.99997117   +1 22 09.1
 LX6503
 LX6503                          SUPERSEDED SURVEY CONTROL
 LX6503
 LX6503  NAD 83(1992)-  41 17 46.09432(N)    072 55 33.03703(W) AD(       ) 4
 LX6503  NAD 83(1986)-  41 17 46.09702(N)    072 55 33.04167(W) AD(       ) 4
 LX6503  NAD 27      -  41 17 45.75200(N)    072 55 34.67100(W) AD(       ) 3
 LX6503
 LX6503.Superseded values are not recommended for survey control.
 LX6503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6503.See file dsdata.txt to determine how the superseded data were derived.
 LX6503
 LX6503_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7366273707(NAD 83)
 LX6503_MARKER: 63 = STACK
 LX6503
 LX6503  HISTORY     - Date     Condition        Report By
 LX6503  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6503  HISTORY     - 1984     GOOD             USPSQD
 LX6503  HISTORY     - 1988     GOOD             USPSQD
 LX6503
 LX6503                          STATION DESCRIPTION
 LX6503
 LX6503'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6503'THIS STACK IS THE NORTHEASTERLY ONE OF THE TWO STACKS ON THE
 LX6503'STEAM GENERATING PLANT OF THE NEW YORK AND NEW HAVEN RAILROAD,
 LX6503'LOCATED S OF THE NEW HAVEN PASSENGER TERMINAL AND NEAR THE
 LX6503'WATERS EDGE OF THE HARBOR.
 LX6503'
 LX6503'STACK IS 13.0 METERS W OF E WALL OF PLANT AND 2.0 METERS S OF
 LX6503'N WALL.
 LX6503'
 LX6503'CENTER IS CENTER LINE OF STACK.  THE STACK IS CIRCULAR IN
 LX6503'SECTION, MADE OF STEEL AND PAINTED BLACK.
 LX6503'
 LX6503'DISTANCE BETWEEN STACKS IS 50 FEET 6 INCHES.
 LX6503'
 LX6503'STACK IS APPROXIMATELY 100 FEET TALL.
 LX6503
 LX6503                          STATION RECOVERY (1984)
 LX6503
 LX6503'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6503'STACK REMAINS AND IS IN GOOD CONDITION - DESCRIPTION IS ADEQUATE
 LX6503'EXCEPT THAT NEW HAVEN HARBOR HAS BEEN FILLED AND THE WATER IS NOW
 LX6503'ABOUT 1/2 MILE TO THE SOUTHEAST.
 LX6503
 LX6503                          STATION RECOVERY (1988)
 LX6503
 LX6503'RECOVERY NOTE BY US POWER SQUADRON 1988 (HB)
 LX6503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6502 ***********************************************************************
 LX6502  DESIGNATION -  NY NH H RR PLANT W STACK
 LX6502  PID         -  LX6502
 LX6502  STATE/COUNTY-  CT/NEW HAVEN
 LX6502  USGS QUAD   -  NEW HAVEN (1984)
 LX6502
 LX6502                         *CURRENT SURVEY CONTROL
 LX6502  ___________________________________________________________________
 LX6502* NAD 83(1996)-  41 17 45.68447(N)    072 55 33.41086(W)     ADJUSTED  
 LX6502* NAVD 88     -                                                        
 LX6502  ___________________________________________________________________
 LX6502  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 LX6502  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6502
 LX6502  HORZ ORDER  -  THIRD
 LX6502
 LX6502.The horizontal coordinates were established by classical geodetic methods
 LX6502.and adjusted by the National Geodetic Survey in August 1998..
 LX6502
 LX6502
 LX6502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6502
 LX6502.The geoid height was determined by GEOID03.
 LX6502
 LX6502;                    North         East     Units Scale Factor Converg.
 LX6502;SPC CT       -   203,800.416   290,063.799   MT  0.99999170   -0 06 60.0
 LX6502;SPC CT       -   668,635.20    951,650.98   sFT  0.99999170   -0 06 60.0
 LX6502;SPC NY L     -   125,966.798   389,960.105   MT  1.00002514   +0 42 09.1
 LX6502;SPC NY L     -   413,276.07  1,279,394.11   sFT  1.00002514   +0 42 09.1
 LX6502;UTM  18      - 4,573,694.055   673,653.206   MT  0.99997113   +1 22 08.8
 LX6502
 LX6502                          SUPERSEDED SURVEY CONTROL
 LX6502
 LX6502  NAD 83(1992)-  41 17 45.68353(N)    072 55 33.41068(W) AD(       ) 4
 LX6502  NAD 83(1986)-  41 17 45.68622(N)    072 55 33.41537(W) AD(       ) 4
 LX6502  NAD 27      -  41 17 45.34000(N)    072 55 35.04600(W) AD(       ) 3
 LX6502
 LX6502.Superseded values are not recommended for survey control.
 LX6502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6502.See file dsdata.txt to determine how the superseded data were derived.
 LX6502
 LX6502_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7365373694(NAD 83)
 LX6502_MARKER: 63 = STACK
 LX6502
 LX6502  HISTORY     - Date     Condition        Report By
 LX6502  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6502  HISTORY     - 1984     GOOD             USPSQD
 LX6502  HISTORY     - 1988     GOOD             USPSQD
 LX6502
 LX6502                          STATION DESCRIPTION
 LX6502
 LX6502'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6502'THIS STACK IS SW OF THE TWO STACKS ON THE STEAM GENERATING PLANT
 LX6502'OF THE NEW YORK, NEW HAVEN RAILROAD, LOCATED S OF THE NEW HAVEN
 LX6502'PASSENGER STATION AND NEAR THE WATERS EDGE OF NEW HAVEN
 LX6502'HARBOR.  STACK IS 9 METERS E OF THE W WALL OF THE PLANT AND
 LX6502'2 METERS S OF N WALL.
 LX6502'
 LX6502'CENTER IS CENTER LINE OF STACK.  THE STACK IS CIRCULAR IN
 LX6502'SECTION, MADE OF STEEL AND PAINTED BLACK.
 LX6502'
 LX6502'DISTANCE BETWEEN STACKS IS 50 FEET 6 INCHES.  STACK IS 100
 LX6502'FEET TALL APPROXIMATELY.
 LX6502
 LX6502                          STATION RECOVERY (1984)
 LX6502
 LX6502'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6502'STACK REMAINS AND IS IN GOOD CONDITION.  NEW HAVEN HARBOR - HAS BEEN
 LX6502'FILLED AND THE WATER IS NOW ABOUT 1/2 MILE AWAY TO THE SOUTHEAST.
 LX6502'BEST WAY TO APPROACH IS FROM BREWERY ST.
 LX6502
 LX6502                          STATION RECOVERY (1988)
 LX6502
 LX6502'RECOVERY NOTE BY US POWER SQUADRON 1988 (HB)
 LX6502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6860 ***********************************************************************
 LX6860  DESIGNATION -  NYMANS GABLE
 LX6860  PID         -  LX6860
 LX6860  STATE/COUNTY-  CT/MIDDLESEX
 LX6860  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6860
 LX6860                         *CURRENT SURVEY CONTROL
 LX6860  ___________________________________________________________________
 LX6860* NAD 83(1996)-  41 30 38.03418(N)    072 31 25.85095(W)     ADJUSTED  
 LX6860* NAVD 88     -                                                        
 LX6860  ___________________________________________________________________
 LX6860  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX6860  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6860
 LX6860  HORZ ORDER  -  THIRD
 LX6860
 LX6860.The horizontal coordinates were established by classical geodetic methods
 LX6860.and adjusted by the National Geodetic Survey in August 1998..
 LX6860
 LX6860
 LX6860.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6860
 LX6860.The geoid height was determined by GEOID03.
 LX6860
 LX6860;                    North         East     Units Scale Factor Converg.
 LX6860;SPC CT       -   227,637.148   323,680.070   MT  0.99998322   +0 08 59.8
 LX6860;SPC CT       -   746,839.54  1,061,940.36   sFT  0.99998322   +0 08 59.8
 LX6860;UTM  18      - 4,598,397.479   706,640.892   MT  1.00012551   +1 38 30.0
 LX6860
 LX6860                          SUPERSEDED SURVEY CONTROL
 LX6860
 LX6860  NAD 83(1992)-  41 30 38.03347(N)    072 31 25.85083(W) AD(       ) 4
 LX6860  NAD 83(1986)-  41 30 38.03537(N)    072 31 25.85317(W) AD(       ) 4
 LX6860  NAD 27      -  41 30 37.83000(N)    072 31 27.56000(W) AD(       ) 3
 LX6860
 LX6860.Superseded values are not recommended for survey control.
 LX6860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6860.See file dsdata.txt to determine how the superseded data were derived.
 LX6860
 LX6860_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0664198397(NAD 83)
 LX6860
 LX6860  HISTORY     - Date     Condition        Report By
 LX6860  HISTORY     - 1935     MONUMENTED       CGS
 LX6860  HISTORY     - 19971120 GOOD             USPSQD
 LX6860
 LX6860                          STATION DESCRIPTION
 LX6860
 LX6860'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6860'A HOUSE BELONGING TO ALBERT NYMAN IS ON THE SW SIDE OF A ROAD
 LX6860'LEADING FROM ROCK LANDING ROAD TO ROUTE 151 AT HURD PARK.  IT IS
 LX6860'ABOUT 0.2 MILE FROM THE ROCK LANDING ROAD.  THE HOUSE IS
 LX6860'TWO-STORIES, PAINTED WHITE WITH A 1 1/2-STORY WING ATTACHED TO THE
 LX6860'SW END.  TWO SLIM RED-BRICK CHIMNEYS SHOW.  ONE IS ON THE WING
 LX6860'NEAR THE MAIN HOUSE AND ONE IN THE MIDDLE OF THE MAIN ROOF.
 LX6860'GABLES FACE ABOUT NE AND SW.
 LX6860'
 LX6860'CENTER IS APEX OF SW GABLE OF MAIN BUILDING.
 LX6860'
 LX6860'IT IS ABOUT 25 METERS SW OF CENTER LINE OF HIGHWAY.
 LX6860
 LX6860                          STATION RECOVERY (1997)
 LX6860
 LX6860'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0608 ***********************************************************************
 LX0608  DESIGNATION -  O
 LX0608  PID         -  LX0608
 LX0608  STATE/COUNTY-  CT/LITCHFIELD
 LX0608  USGS QUAD   -  LITCHFIELD (1984)
 LX0608
 LX0608                         *CURRENT SURVEY CONTROL
 LX0608  ___________________________________________________________________
 LX0608* NAD 83(1986)-  41 40 27.     (N)    073 08 45.     (W)     SCALED    
 LX0608* NAVD 88     -       200.158  (meters)     656.68   (feet)  POSTED    
 LX0608  ___________________________________________________________________
 LX0608  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX0608  DYNAMIC HT  -         200.090 (meters)     656.46  (feet)  COMP
 LX0608  MODELED GRAV-     980,291.8   (mgal)                       NAVD 88
 LX0608
 LX0608  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0608
 LX0608.The horizontal coordinates were scaled from a topographic map and have
 LX0608.an estimated accuracy of +/- 6 seconds.
 LX0608
 LX0608.The orthometric height was determined by differential leveling
 LX0608.and adjusted by the National Geodetic Survey in 1992..
 LX0608.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0608.rate of 1.1 thru 2.0 mm/km.
 LX0608
 LX0608.The geoid height was determined by GEOID03.
 LX0608
 LX0608.The dynamic height is computed by dividing the NAVD 88
 LX0608.geopotential number by the normal gravity value computed on the
 LX0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0608.degrees latitude (g = 980.6199 gals.).
 LX0608
 LX0608.The modeled gravity was interpolated from observed gravity values.
 LX0608
 LX0608;                    North         East    Units  Estimated Accuracy
 LX0608;SPC CT       -   245,860.      271,840.      MT  (+/- 180 meters Scaled)
 LX0608
 LX0608                          SUPERSEDED SURVEY CONTROL
 LX0608
 LX0608.No superseded survey control is available for this station.
 LX0608
 LX0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM543152(NAD 83)
 LX0608_MARKER: DD = SURVEY DISK
 LX0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0608_SP_SET: MORRIS DAM
 LX0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0608
 LX0608  HISTORY     - Date     Condition        Report By
 LX0608  HISTORY     - UNK      MONUMENTED       CU
 LX0608  HISTORY     - 1916     GOOD             NGS
 LX0608  HISTORY     - 1934     GOOD             LOCSUR
 LX0608
 LX0608                          STATION DESCRIPTION
 LX0608
 LX0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0608'2.5 MI E FROM EAST MORRIS.
 LX0608'ABOUT 2 1/2 MILES EAST OF EAST MORRIS, LITCHFIELD COUNTY, IN THE
 LX0608'TOP OF THE MORRIS DAM OF THE WATERBURY WATERWORKS, AT THE WEST
 LX0608'END OF THE SPILLWAY.  A CAMP COLUMBIA STANDARD DISK.
 LX0608
 LX0608                          STATION RECOVERY (1934)
 LX0608
 LX0608'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0770 ***********************************************************************
 LX0770  DESIGNATION -  O 1=166
 LX0770  PID         -  LX0770
 LX0770  STATE/COUNTY-  CT/FAIRFIELD
 LX0770  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0770
 LX0770                         *CURRENT SURVEY CONTROL
 LX0770  ___________________________________________________________________
 LX0770* NAD 83(1986)-  41 04 08.     (N)    073 29 28.     (W)     SCALED    
 LX0770* NAVD 88     -        24.989  (meters)      81.98   (feet)  ADJUSTED  
 LX0770  ___________________________________________________________________
 LX0770  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX0770  DYNAMIC HT  -          24.981 (meters)      81.96  (feet)  COMP
 LX0770  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 LX0770
 LX0770  VERT ORDER  -  FIRST     CLASS I
 LX0770
 LX0770.The horizontal coordinates were scaled from a topographic map and have
 LX0770.an estimated accuracy of +/- 6 seconds.
 LX0770
 LX0770.The orthometric height was determined by differential leveling
 LX0770.and adjusted by the National Geodetic Survey in June 1991..
 LX0770
 LX0770.The geoid height was determined by GEOID03.
 LX0770
 LX0770.The dynamic height is computed by dividing the NAVD 88
 LX0770.geopotential number by the normal gravity value computed on the
 LX0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0770.degrees latitude (g = 980.6199 gals.).
 LX0770
 LX0770.The modeled gravity was interpolated from observed gravity values.
 LX0770
 LX0770;                    North         East    Units  Estimated Accuracy
 LX0770;SPC CT       -   178,830.      242,510.      MT  (+/- 180 meters Scaled)
 LX0770
 LX0770                          SUPERSEDED SURVEY CONTROL
 LX0770
 LX0770  NGVD 29 (??/??/92)   25.32   (m)           83.1    (f) COMPUTED    1 1
 LX0770
 LX0770.Superseded values are not recommended for survey control.
 LX0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0770.See file dsdata.txt to determine how the superseded data were derived.
 LX0770
 LX0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL267475(NAD 83)
 LX0770_MARKER: Z = SEE DESCRIPTION
 LX0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0770_SP_SET: STONE
 LX0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0770+STABILITY: SURFACE MOTION
 LX0770
 LX0770  HISTORY     - Date     Condition        Report By
 LX0770  HISTORY     - UNK      MONUMENTED       DOD
 LX0770  HISTORY     - 1965     GOOD             NGS
 LX0770
 LX0770                          STATION DESCRIPTION
 LX0770
 LX0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0770'AT NOROTON HEIGHTS.
 LX0770'AT NOROTON HEIGHTS, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0770'RAILROAD, 120 FEET EAST OF POWER LINE TOWER NO. 441, 6 FEET
 LX0770'SOUTH OF THE SOUTH RAIL, SET ON TOP OF THE NORTHWEST CORNER OF
 LX0770'THE 2 ND STEP FROM THE BOTTOM OF THE WING WALL FOR THE NOROTON
 LX0770'AVENUE OVERPASS AND 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0848 ***********************************************************************
 LX0848  DESIGNATION -  O 2=150
 LX0848  PID         -  LX0848
 LX0848  STATE/COUNTY-  CT/FAIRFIELD
 LX0848  USGS QUAD   -  BRIDGEPORT (1984)
 LX0848
 LX0848                         *CURRENT SURVEY CONTROL
 LX0848  ___________________________________________________________________
 LX0848* NAD 83(1986)-  41 10 03.     (N)    073 12 59.     (W)     SCALED    
 LX0848* NAVD 88     -         2.625  (meters)       8.61   (feet)  POSTED    
 LX0848  ___________________________________________________________________
 LX0848  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0848  DYNAMIC HT  -           2.620 (meters)       8.60  (feet)  COMP
 LX0848  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 LX0848
 LX0848  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0848
 LX0848.The horizontal coordinates were scaled from a topographic map and have
 LX0848.an estimated accuracy of +/- 6 seconds.
 LX0848
 LX0848.The orthometric height was determined by differential leveling
 LX0848.and adjusted by the National Geodetic Survey in 1992..
 LX0848.No vertical observational check was made to the station.
 LX0848.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0848.was located on a no-check spur therefore a value was not computed.
 LX0848
 LX0848.The geoid height was determined by GEOID03.
 LX0848
 LX0848.The dynamic height is computed by dividing the NAVD 88
 LX0848.geopotential number by the normal gravity value computed on the
 LX0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0848.degrees latitude (g = 980.6199 gals.).
 LX0848
 LX0848.The modeled gravity was interpolated from observed gravity values.
 LX0848
 LX0848;                    North         East    Units  Estimated Accuracy
 LX0848;SPC CT       -   189,620.      265,660.      MT  (+/- 180 meters Scaled)
 LX0848
 LX0848                          SUPERSEDED SURVEY CONTROL
 LX0848
 LX0848.No superseded survey control is available for this station.
 LX0848
 LX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL496588(NAD 83)
 LX0848_MARKER: DD = SURVEY DISK
 LX0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0848_SP_SET: PIER
 LX0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0848
 LX0848  HISTORY     - Date     Condition        Report By
 LX0848  HISTORY     - UNK      MONUMENTED       DOD
 LX0848  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0848
 LX0848                          STATION DESCRIPTION
 LX0848
 LX0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0848'AT BRIDGEPORT.
 LX0848'AT BRIDGEPORT, ON THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0848'AT BRIDGE 41.49 OVER FAIRFIELD AVENUE, ON THE WEST PIER OF THE
 LX0848'NORTHEAST CORNER AND 33 FEET ABOVE THE PAVEMENT.  KNOB CUT IN
 LX0848'STONE IS NOW ABOUT 3 FEET ABOVE PAVEMENT BECAUSE A WATER RUN-OFF
 LX0848'DRAIN IS NOW ABOUT 6 INCHES BELOW OLD PAVEMENT LEVEL AT THIS
 LX0848'POINT.  KNOB IS PARTLY COVERED BY A 1 X 2 IN DIE CASTING, HOLDING
 LX0848'A GLASS REFLECTOR.  NOTE-- BENCH MARK 02 IS 50 FEET EAST OF K 2
 LX0848'DESCRIBED ABOVE.  NOTE-- THERE IS NO KNOB CUT IN STONE ON
 LX0848'PRESENT BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0372 ***********************************************************************
 LX0372  DESIGNATION -  O 3
 LX0372  PID         -  LX0372
 LX0372  STATE/COUNTY-  CT/NEW HAVEN
 LX0372  USGS QUAD   -  NEW HAVEN (1984)
 LX0372
 LX0372                         *CURRENT SURVEY CONTROL
 LX0372  ___________________________________________________________________
 LX0372* NAD 83(1986)-  41 16 38.     (N)    072 57 12.     (W)     SCALED    
 LX0372* NAVD 88     -        10.803  (meters)      35.44   (feet)  ADJUSTED  
 LX0372  ___________________________________________________________________
 LX0372  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX0372  DYNAMIC HT  -          10.799 (meters)      35.43  (feet)  COMP
 LX0372  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0372
 LX0372  VERT ORDER  -  FIRST     CLASS I
 LX0372
 LX0372.The horizontal coordinates were scaled from a topographic map and have
 LX0372.an estimated accuracy of +/- 6 seconds.
 LX0372
 LX0372.The orthometric height was determined by differential leveling
 LX0372.and adjusted by the National Geodetic Survey in June 1991..
 LX0372
 LX0372.The geoid height was determined by GEOID03.
 LX0372
 LX0372.The dynamic height is computed by dividing the NAVD 88
 LX0372.geopotential number by the normal gravity value computed on the
 LX0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0372.degrees latitude (g = 980.6199 gals.).
 LX0372
 LX0372.The modeled gravity was interpolated from observed gravity values.
 LX0372
 LX0372;                    North         East    Units  Estimated Accuracy
 LX0372;SPC CT       -   201,720.      287,770.      MT  (+/- 180 meters Scaled)
 LX0372
 LX0372                          SUPERSEDED SURVEY CONTROL
 LX0372
 LX0372  NGVD 29 (??/??/92)   11.124  (m)           36.50   (f) ADJ UNCH    1 1
 LX0372
 LX0372.Superseded values are not recommended for survey control.
 LX0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0372.See file dsdata.txt to determine how the superseded data were derived.
 LX0372
 LX0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL714715(NAD 83)
 LX0372_MARKER: DB = BENCH MARK DISK
 LX0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0372_SP_SET: OVERPASS
 LX0372_STAMPING: ELEV 36.516 FT O 3 1922
 LX0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0372
 LX0372  HISTORY     - Date     Condition        Report By
 LX0372  HISTORY     - 1922     MONUMENTED       CGS
 LX0372  HISTORY     - 1965     GOOD             NGS
 LX0372  HISTORY     - 1988     GOOD             USPSQD
 LX0372
 LX0372                          STATION DESCRIPTION
 LX0372
 LX0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0372'AT WEST HAVEN.
 LX0372'AT WEST HAVEN ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0372'ABOUT 50 FEET WEST OF ELECTRIC TOWER NO. 1031, SET IN THE TOP OF
 LX0372'THE WEST END OF THE SOUTHEAST STONE WING WALL OF THE OVERPASS
 LX0372'OVER CAMPBELL AVENUE, 9 FEET SOUTH OF THE SOUTH RAIL OF THE
 LX0372'SOUTH ONE OF FOUR TRACKS, 3.1 FEET EAST OF THE WEST END OF THE
 LX0372'WING WALL AND ABOUT LEVEL WITH THE TRACK.
 LX0372
 LX0372                          STATION RECOVERY (1988)
 LX0372
 LX0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0446 ***********************************************************************
 LX0446  DESIGNATION -  O 4
 LX0446  PID         -  LX0446
 LX0446  STATE/COUNTY-  CT/NEW HAVEN
 LX0446  USGS QUAD   -  CLINTON (1984)
 LX0446
 LX0446                         *CURRENT SURVEY CONTROL
 LX0446  ___________________________________________________________________
 LX0446* NAD 83(1986)-  41 17 03.     (N)    072 36 58.     (W)     SCALED    
 LX0446* NAVD 88     -         6.681  (meters)      21.92   (feet)  POSTED    
 LX0446  ___________________________________________________________________
 LX0446  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX0446  DYNAMIC HT  -           6.680 (meters)      21.92  (feet)  COMP
 LX0446  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX0446
 LX0446  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0446
 LX0446.The horizontal coordinates were scaled from a topographic map and have
 LX0446.an estimated accuracy of +/- 6 seconds.
 LX0446
 LX0446.The orthometric height was determined by differential leveling
 LX0446.and adjusted by the National Geodetic Survey in 1992..
 LX0446.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0446.rate of 2.1 thru 3.0 mm/km.
 LX0446
 LX0446.The geoid height was determined by GEOID03.
 LX0446
 LX0446.The dynamic height is computed by dividing the NAVD 88
 LX0446.geopotential number by the normal gravity value computed on the
 LX0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0446.degrees latitude (g = 980.6199 gals.).
 LX0446
 LX0446.The modeled gravity was interpolated from observed gravity values.
 LX0446
 LX0446;                    North         East    Units  Estimated Accuracy
 LX0446;SPC CT       -   202,480.      316,020.      MT  (+/- 180 meters Scaled)
 LX0446
 LX0446                          SUPERSEDED SURVEY CONTROL
 LX0446
 LX0446.No superseded survey control is available for this station.
 LX0446
 LX0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL996730(NAD 83)
 LX0446_MARKER: DB = BENCH MARK DISK
 LX0446_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0446_SP_SET: UNSPECIFIED ROCK
 LX0446_STAMPING: ELEV 22.930 FT O 4 O 4 1922
 LX0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0446
 LX0446  HISTORY     - Date     Condition        Report By
 LX0446  HISTORY     - 1922     MONUMENTED       CGS
 LX0446  HISTORY     - 1965     GOOD             NGS
 LX0446  HISTORY     - 1974     MARK NOT FOUND   CTGS
 LX0446
 LX0446                          STATION DESCRIPTION
 LX0446
 LX0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0446'1 MI W FROM MADISON.
 LX0446'1.0 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0446'FROM THE STATION AT MADISON, ABOUT 36 RAILS EAST OF THE FORT
 LX0446'PATH OVERPASS OVER THE TRACKS, SET ON THE TOP OF A ROCK WHICH
 LX0446'IS 2 FEET LONG, 1 1/2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE THE
 LX0446'LEVEL OF THE GROUND, 11 FEET NORTH OF THE NORTH RAIL, 48 1/2
 LX0446'FEET NORTHWEST OF AND ACROSS THE TRACKS FROM TELEGRAPH POLE NO.
 LX0446'13650, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 LX0446
 LX0446                          STATION RECOVERY (1974)
 LX0446
 LX0446'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0737 ***********************************************************************
 LW0737  DESIGNATION -  O 6
 LW0737  PID         -  LW0737
 LW0737  STATE/COUNTY-  CT/NEW LONDON
 LW0737  USGS QUAD   -  WATCH HILL (1984)
 LW0737
 LW0737                         *CURRENT SURVEY CONTROL
 LW0737  ___________________________________________________________________
 LW0737* NAD 83(1986)-  41 21 08.     (N)    071 52 20.     (W)     SCALED    
 LW0737* NAVD 88     -         3.667  (meters)      12.03   (feet)  POSTED    
 LW0737  ___________________________________________________________________
 LW0737  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0737  DYNAMIC HT  -           3.670 (meters)      12.04  (feet)  COMP
 LW0737  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LW0737
 LW0737  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LW0737
 LW0737.The horizontal coordinates were scaled from a topographic map and have
 LW0737.an estimated accuracy of +/- 6 seconds.
 LW0737
 LW0737.The orthometric height was determined by differential leveling
 LW0737.and adjusted by the National Geodetic Survey in 1992..
 LW0737.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LW0737.rate of 0.0 thru 1.0 mm/km.
 LW0737
 LW0737.The geoid height was determined by GEOID03.
 LW0737
 LW0737.The dynamic height is computed by dividing the NAVD 88
 LW0737.geopotential number by the normal gravity value computed on the
 LW0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0737.degrees latitude (g = 980.6199 gals.).
 LW0737
 LW0737.The modeled gravity was interpolated from observed gravity values.
 LW0737
 LW0737;                    North         East    Units  Estimated Accuracy
 LW0737;SPC CT       -   210,400.      378,260.      MT  (+/- 180 meters Scaled)
 LW0737
 LW0737                          SUPERSEDED SURVEY CONTROL
 LW0737
 LW0737.No superseded survey control is available for this station.
 LW0737
 LW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF597818(NAD 83)
 LW0737_MARKER: DB = BENCH MARK DISK
 LW0737_SETTING: 66 = SET IN ROCK OUTCROP
 LW0737_SP_SET: BEDROCK
 LW0737_STAMPING: O 6 ELEV 12.989 FT 1922
 LW0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0737+STABILITY: POSITION/ELEVATION WELL
 LW0737
 LW0737  HISTORY     - Date     Condition        Report By
 LW0737  HISTORY     - 1922     MONUMENTED       CGS
 LW0737  HISTORY     - 1965     GOOD             NGS
 LW0737  HISTORY     - 1972     GOOD             CTGS
 LW0737
 LW0737                          STATION DESCRIPTION
 LW0737
 LW0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0737'2 MI NE FROM STONINGTON.
 LW0737'2.0 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0737'RAILROAD FROM THE STATION AT STONINGTON, ABOUT 0.35 MILE
 LW0737'SOUTHWEST OF THE OVERPASS OVER GREEN HAVEN ROAD, ABOUT 0.45 MILE
 LW0737'NORTHEAST OF THE PALMER NECK OVERPASS, SET ON THE TOP OF A LARGE
 LW0737'AREA OF EXPOSED BEDROCK, 40 FEET NORTH OF AN ACROSS THE TRACK
 LW0737'FROM MILEPOST NH 66 B 91, 7.2 FEET NORTHWEST OF THE NORTHWEST
 LW0737'RAIL OF THE NORTHWEST MAIN TRACK.  2 1/2 FEET NORTHWEST OF THE
 LW0737'SOUTHEAST EDGE OF EXPOSED AREA, ABOUT 4 FEET LOWER THAN THE
 LW0737'HIGHEST AREA OF THE BEDROCK AND 1 FOOT ABOVE THE LEVEL OF THE
 LW0737'TRACK.  NOTE-- NOT LEVELED OVER BY THIS PARTY IN 1965.
 LW0737
 LW0737                          STATION RECOVERY (1972)
 LW0737
 LW0737'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LW0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0543 ***********************************************************************
 LX0543  DESIGNATION -  O 7
 LX0543  PID         -  LX0543
 LX0543  STATE/COUNTY-  CT/HARTFORD
 LX0543  USGS QUAD   -  BRISTOL (1984)
 LX0543
 LX0543                         *CURRENT SURVEY CONTROL
 LX0543  ___________________________________________________________________
 LX0543* NAD 83(1986)-  41 40 12.     (N)    072 55 31.     (W)     SCALED    
 LX0543* NAVD 88     -        83.675  (meters)     274.52   (feet)  POSTED    
 LX0543  ___________________________________________________________________
 LX0543  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX0543  DYNAMIC HT  -          83.650 (meters)     274.44  (feet)  COMP
 LX0543  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 LX0543
 LX0543  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0543
 LX0543.The horizontal coordinates were scaled from a topographic map and have
 LX0543.an estimated accuracy of +/- 6 seconds.
 LX0543
 LX0543.The orthometric height was determined by differential leveling
 LX0543.and adjusted by the National Geodetic Survey in 1992..
 LX0543.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0543.rate of 0.0 thru 1.0 mm/km.
 LX0543
 LX0543.The geoid height was determined by GEOID03.
 LX0543
 LX0543.The dynamic height is computed by dividing the NAVD 88
 LX0543.geopotential number by the normal gravity value computed on the
 LX0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0543.degrees latitude (g = 980.6199 gals.).
 LX0543
 LX0543.The modeled gravity was interpolated from observed gravity values.
 LX0543
 LX0543;                    North         East    Units  Estimated Accuracy
 LX0543;SPC CT       -   245,340.      290,200.      MT  (+/- 180 meters Scaled)
 LX0543
 LX0543                          SUPERSEDED SURVEY CONTROL
 LX0543
 LX0543  NGVD 29 (??/??/92)   83.941  (m)          275.40   (f) ADJ UNCH    1 2
 LX0543
 LX0543.Superseded values are not recommended for survey control.
 LX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0543.See file dsdata.txt to determine how the superseded data were derived.
 LX0543
 LX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM727152(NAD 83)
 LX0543_MARKER: DB = BENCH MARK DISK
 LX0543_SETTING: 66 = SET IN ROCK OUTCROP
 LX0543_SP_SET: GRANITE OUTCROP
 LX0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0543+STABILITY: POSITION/ELEVATION WELL
 LX0543
 LX0543  HISTORY     - Date     Condition        Report By
 LX0543  HISTORY     - UNK      MONUMENTED       CGS
 LX0543  HISTORY     - 1923     GOOD             NGS
 LX0543  HISTORY     - 1970     GOOD             NGS
 LX0543  HISTORY     - 1985     GOOD             USPSQD
 LX0543
 LX0543                          STATION DESCRIPTION
 LX0543
 LX0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0543'0.8 MI E FROM BRISTOL.
 LX0543'ABOUT 0.8 MI E OF BRISTOL, HARTFORD COUNTY, ON THE NEW YORK,
 LX0543'NEW HAVEN AND HARTFORD RR, OPPOSITE AND E OF FOUR LARGE TANKS
 LX0543'BELONGING TO THE BRISTOL AND PLAINVILLE TRAMWAY COMPANY, 60 FT
 LX0543'S OF BRIDGE 48.56 AT BLAKESLEE ST, AND 45 FT W OF THE W RAIL, IN
 LX0543'A LARGE GRANITE OUTCROP.  A STANDARD DISK.  NOTE-- 615 PLUS OR
 LX0543'MINUS FT E OF THE E RAIL OF BRIDGE 4856 AT BLAKESLEE ST. AND S
 LX0543'50 PLUS OR MINUS FT OF SLY RAIL OF PENN. CENTRAL TRACKS.
 LX0543
 LX0543                          STATION RECOVERY (1970)
 LX0543
 LX0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LX0543'RECOVERED IN GOOD CONDITION.
 LX0543
 LX0543                          STATION RECOVERY (1985)
 LX0543
 LX0543'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0543'IN BRISTOL, FROM THE INTERSECTION OF ROUTES 72 AND 229 PROCEED IN A
 LX0543'NORTHERLY DIRECTION ON THE RAILROAD TRACKS FOR 825 FEET, THEN GO 21
 LX0543'PACES SOUTHWESTERLY OF THE TRACK CENTER, HORIZONTALLY CEMENTED ON
 LX0543'BEDROCK FORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0533 ***********************************************************************
 LX0533  DESIGNATION -  O 8
 LX0533  PID         -  LX0533
 LX0533  STATE/COUNTY-  CT/HARTFORD
 LX0533  USGS QUAD   -  BROAD BROOK (1984)
 LX0533
 LX0533                         *CURRENT SURVEY CONTROL
 LX0533  ___________________________________________________________________
 LX0533* NAD 83(1986)-  41 56 37.     (N)    072 36 40.     (W)     SCALED    
 LX0533* NAVD 88     -        18.512  (meters)      60.73   (feet)  ADJUSTED  
 LX0533  ___________________________________________________________________
 LX0533  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0533  DYNAMIC HT  -          18.507 (meters)      60.72  (feet)  COMP
 LX0533  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 LX0533
 LX0533  VERT ORDER  -  FIRST     CLASS II
 LX0533
 LX0533.The horizontal coordinates were scaled from a topographic map and have
 LX0533.an estimated accuracy of +/- 6 seconds.
 LX0533
 LX0533.The orthometric height was determined by differential leveling
 LX0533.and adjusted by the National Geodetic Survey in June 1991..
 LX0533
 LX0533.The geoid height was determined by GEOID03.
 LX0533
 LX0533.The dynamic height is computed by dividing the NAVD 88
 LX0533.geopotential number by the normal gravity value computed on the
 LX0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0533.degrees latitude (g = 980.6199 gals.).
 LX0533
 LX0533.The modeled gravity was interpolated from observed gravity values.
 LX0533
 LX0533;                    North         East    Units  Estimated Accuracy
 LX0533;SPC CT       -   275,720.      316,320.      MT  (+/- 180 meters Scaled)
 LX0533
 LX0533                          SUPERSEDED SURVEY CONTROL
 LX0533
 LX0533  NGVD 29 (??/??/92)   18.745  (m)           61.50   (f) ADJ UNCH    1 2
 LX0533
 LX0533.Superseded values are not recommended for survey control.
 LX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0533.See file dsdata.txt to determine how the superseded data were derived.
 LX0533
 LX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM980462(NAD 83)
 LX0533_MARKER: DB = BENCH MARK DISK
 LX0533_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0533_SP_SET: BRIDGE PARAPET WALL
 LX0533_STAMPING: 61.499 O 8 1923
 LX0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0533
 LX0533  HISTORY     - Date     Condition        Report By
 LX0533  HISTORY     - 1923     MONUMENTED       CGS
 LX0533  HISTORY     - 1967     GOOD             NGS
 LX0533  HISTORY     - 1984     GOOD             USPSQD
 LX0533
 LX0533                          STATION DESCRIPTION
 LX0533
 LX0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0533'AT WAREHOUSE POINT.
 LX0533'AT WAREHOUSE POINT, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0533'AND HARTFORD RAILROAD, 7 RAILS WEST OF THE BRICK STATION
 LX0533'BUILDING, AT THE EAST END OF BRIDGE 49.73 OVER CONNECTICUT
 LX0533'RIVER, AT THE NORTH END OF THE STONE PARAPET WALL OF THE EAST
 LX0533'ABUTMENT, 10 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 LX0533'1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 61.499
 LX0533'O 8 1923.  NOTE-- THE COMMUNITY KNOWN AS WAREHOUSE POINT IS
 LX0533'ABOUT 1 MILE SOUTH OF THE RAILROAD STATION.
 LX0533
 LX0533                          STATION RECOVERY (1984)
 LX0533
 LX0533'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0533'THE BUILDING IS NOW THE COLECO CORPORATE CENTER, RATHER THAN THE
 LX0533'JAMES TALCOTT SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0014 ***********************************************************************
 LX0014  DESIGNATION -  O 9
 LX0014  PID         -  LX0014
 LX0014  STATE/COUNTY-  CT/WINDHAM
 LX0014  USGS QUAD   -  WILLIMANTIC (1984)
 LX0014
 LX0014                         *CURRENT SURVEY CONTROL
 LX0014  ___________________________________________________________________
 LX0014* NAD 83(1986)-  41 42 39.     (N)    072 12 17.     (W)     SCALED    
 LX0014* NAVD 88     -        58.276  (meters)     191.19   (feet)  ADJUSTED  
 LX0014  ___________________________________________________________________
 LX0014  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0014  DYNAMIC HT  -          58.256 (meters)     191.13  (feet)  COMP
 LX0014  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX0014
 LX0014  VERT ORDER  -  FIRST     CLASS II
 LX0014
 LX0014.The horizontal coordinates were scaled from a topographic map and have
 LX0014.an estimated accuracy of +/- 6 seconds.
 LX0014
 LX0014.The orthometric height was determined by differential leveling
 LX0014.and adjusted by the National Geodetic Survey in June 1991..
 LX0014
 LX0014.The geoid height was determined by GEOID03.
 LX0014
 LX0014.The dynamic height is computed by dividing the NAVD 88
 LX0014.geopotential number by the normal gravity value computed on the
 LX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0014.degrees latitude (g = 980.6199 gals.).
 LX0014
 LX0014.The modeled gravity was interpolated from observed gravity values.
 LX0014
 LX0014;                    North         East    Units  Estimated Accuracy
 LX0014;SPC CT       -   250,000.      350,180.      MT  (+/- 180 meters Scaled)
 LX0014
 LX0014                          SUPERSEDED SURVEY CONTROL
 LX0014
 LX0014  NGVD 29 (??/??/92)   58.527  (m)          192.02   (f) ADJ UNCH    1 2
 LX0014
 LX0014.Superseded values are not recommended for survey control.
 LX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0014.See file dsdata.txt to determine how the superseded data were derived.
 LX0014
 LX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM325214(NAD 83)
 LX0014_MARKER: DD = SURVEY DISK
 LX0014_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0014+WITH SETTING: PAVEMENT
 LX0014_SP_SET: WINDOW SILL
 LX0014_STAMPING: 192.017 FT O 9 1923
 LX0014_MARK LOGO: USGS  
 LX0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0014+STABILITY: SURFACE MOTION
 LX0014
 LX0014  HISTORY     - Date     Condition        Report By
 LX0014  HISTORY     - 1923     MONUMENTED       USGS
 LX0014  HISTORY     - 1951     GOOD             NGS
 LX0014  HISTORY     - 1984     GOOD             NGS
 LX0014  HISTORY     - 1985     GOOD             NGS
 LX0014  HISTORY     - 1986     GOOD             NGS
 LX0014  HISTORY     - 1988     GOOD             USPSQD
 LX0014  HISTORY     - 19951117 GOOD             USPSQD
 LX0014
 LX0014                          STATION DESCRIPTION
 LX0014
 LX0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0014'AT WILLIMANTIC.
 LX0014'AT WILLIMANTIC, WINDHAM COUNTY, ON MAIN STREET OPPOSITE THE
 LX0014'EAST END OF UNION STREET, 0.7 MILE EAST OF THE POST OFFICE,
 LX0014'AT THE BRICK FACTORY BUILDING OF THE AMERICAN THREAD CO., 35
 LX0014'YARDS WEST OF THE ENTRANCE TO THE EMPLOYMENT BUREAU, AT THE
 LX0014'WEST END OF A GRANITE SILL AT THE ENTRANCE (DATED 1910) AT
 LX0014'THE EAST END OF THE NORTH WALL, IN THE TOP OF THE SILL, AND
 LX0014'0.5 FOOT ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 LX0014'SURVEY STANDARD DISK, STAMPED 192.017 FT O 9 1923.
 LX0014
 LX0014                          STATION RECOVERY (1984)
 LX0014
 LX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0014'RECOVERED IN GOOD CONDITION.
 LX0014
 LX0014                          STATION RECOVERY (1985)
 LX0014
 LX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0014'RECOVERED IN GOOD CONDITION.
 LX0014
 LX0014                          STATION RECOVERY (1986)
 LX0014
 LX0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0014'RECOVERED IN GOOD CONDITION.
 LX0014
 LX0014                          STATION RECOVERY (1988)
 LX0014
 LX0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0014'RECOVERED IN GOOD CONDITION.
 LX0014
 LX0014                          STATION RECOVERY (1995)
 LX0014
 LX0014'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5126 ***********************************************************************
 LX5126  DESIGNATION -  OAK
 LX5126  PID         -  LX5126
 LX5126  STATE/COUNTY-  CT/NEW LONDON
 LX5126  USGS QUAD   -  UNCASVILLE (1984)
 LX5126
 LX5126                         *CURRENT SURVEY CONTROL
 LX5126  ___________________________________________________________________
 LX5126* NAD 83(1996)-  41 29 48.48531(N)    072 03 42.19314(W)     ADJUSTED  
 LX5126* NAVD 88     -        88.     (meters)     289.     (feet)  SCALED    
 LX5126  ___________________________________________________________________
 LX5126  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LX5126  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5126
 LX5126  HORZ ORDER  -  SECOND
 LX5126
 LX5126.The horizontal coordinates were established by classical geodetic methods
 LX5126.and adjusted by the National Geodetic Survey in August 1998..
 LX5126
 LX5126.The orthometric height was scaled from a topographic map.
 LX5126
 LX5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5126
 LX5126.The geoid height was determined by GEOID03.
 LX5126
 LX5126;                    North         East     Units Scale Factor Converg.
 LX5126;SPC CT       -   226,312.715   362,270.589   MT  0.99998335   +0 27 22.9
 LX5126;SPC CT       -   742,494.30  1,188,549.42   sFT  0.99998335   +0 27 22.9
 LX5126;UTM  18      - 4,598,077.933   745,262.330   MT  1.00034034   +1 56 52.1
 LX5126;UTM  19      - 4,598,435.767   244,432.721   MT  1.00040386   -2 01 47.0
 LX5126
 LX5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5126!SPC CT       -   0.99999100  x   0.99998335  =   0.99997436
 LX5126!UTM  18      -   0.99999100  x   1.00034034  =   1.00033134
 LX5126!UTM  19      -   0.99999100  x   1.00040386  =   1.00039486
 LX5126
 LX5126:                Primary Azimuth Mark                     Grid Az
 LX5126:SPC CT       -  HALL BROTHERS ELEV TANK                  095 49 46.3
 LX5126:UTM  18      -  HALL BROTHERS ELEV TANK                  094 20 17.1
 LX5126:UTM  19      -  HALL BROTHERS ELEV TANK                  098 18 56.2
 LX5126
 LX5126|---------------------------------------------------------------------|
 LX5126| PID    Reference Object                     Distance      Geod. Az  |
 LX5126|                                                           dddmmss.s |
 LX5126| LX5064 HALL BROTHERS ELEV TANK             APPROX. 2.5 KM 0961709.2 |
 LX5126| LX5135 HALL BROTHERS STACK                 APPROX. 2.5 KM 0964858.4 |
 LX5126| LX5065 POQUETANUCK ELEV TANK               APPROX. 2.9 KM 1161216.6 |
 LX5126| LX5134 MITNICK SILO                        APPROX. 2.4 KM 1334306.0 |
 LX5126| LX5132 MAINE BARN CUPOLA                   APPROX. 2.6 KM 1553646.0 |
 LX5126| LX5128 PERCIVALS BARN GABLE                APPROX. 3.6 KM 1752731.5 |
 LX5126| CZ6914 OAK RM 1                             18.360 METERS 19357     |
 LX5126| CZ6915 OAK RM 2                             21.160 METERS 25921     |
 LX5126| LX4771 ELIZABETH SCHOOL STACK              APPROX. 3.4 KM 3161557.8 |
 LX5126| LX4768 MOUNT PLEASANT SCHOOL CUPOLA        APPROX. 3.5 KM 3183503.9 |
 LX5126|---------------------------------------------------------------------|
 LX5126
 LX5126                          SUPERSEDED SURVEY CONTROL
 LX5126
 LX5126  NAD 83(1992)-  41 29 48.48431(N)    072 03 42.19246(W) AD(       ) 2
 LX5126  NAD 83(1986)-  41 29 48.48490(N)    072 03 42.19495(W) AD(       ) 2
 LX5126  NAD 27      -  41 29 48.12800(N)    072 03 43.91400(W) AD(       ) 2
 LX5126
 LX5126.Superseded values are not recommended for survey control.
 LX5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5126.See file dsdata.txt to determine how the superseded data were derived.
 LX5126
 LX5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4526298078(NAD 83)
 LX5126_MARKER: DS = TRIANGULATION STATION DISK
 LX5126_SETTING: 66 = SET IN ROCK OUTCROP
 LX5126_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5126+STABILITY: POSITION/ELEVATION WELL
 LX5126
 LX5126  HISTORY     - Date     Condition        Report By
 LX5126  HISTORY     - 1934     MONUMENTED       CGS
 LX5126  HISTORY     - 1961     MARK NOT FOUND   CGS
 LX5126  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5126
 LX5126                          STATION DESCRIPTION
 LX5126
 LX5126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5126'THE STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS
 LX5126'12 AND 311.  GO 1.2 MILES ON STATE HIGHWAY 311, TURN LEFT ON
 LX5126'STATE HIGHWAY 223 AND GO 1 MILE.  IT IS 1/4 MILE W OF THIS POINT,
 LX5126'BY PATH ALONG A GRADUAL RISING HILL.  IT IS 30 METERS W OF A
 LX5126'HUGE OAK TREE THAT TOWERS ABOVE THE OTHER TIMBER.  THE STATION
 LX5126'IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN THE LARGE
 LX5126'OUTCROPPING LEDGE.
 LX5126'
 LX5126'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX5126'OUTCROPPING LEDGE SW OF THE STATION.  REFERENCE MARK NO. 2 IS A
 LX5126'STANDARD DISK SET IN A DRILL HOLE IN A LARGE LEDGE NORTHWESTERLY
 LX5126'OF THE STATION.
 LX5126'
 LX5126'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LX5126
 LX5126                          STATION RECOVERY (1961)
 LX5126
 LX5126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5126'NO TRACE OF THE STATION COULD BE FOUND.  A THOROUGH SEARCH OF THE
 LX5126'AREA WAS MADE, BUT THE BRUSH IS SO VERY THICK THAT THE STATION
 LX5126'COULD HAVE BEEN OVERLOOKED.
 LX5126
 LX5126                          STATION RECOVERY (1984)
 LX5126
 LX5126'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5126'IN JULY THIS AREA WAS SEARCHED FOR FOUR HOURS WITH NO TRACE OF THE
 LX5126'STATION OR THE REFERENCE MARKS.  AGAIN IN AUGUST 18 WITH THE HELP OF
 LX5126'COMMANDER JOHN ROBINSON THE AREA WAS SEARCHED FOR ANOTHER THREE AND
 LX5126'ONE HALF HOURS WITH NEGATIVE RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6853 ***********************************************************************
 LX6853  DESIGNATION -  OAKBROOK FARM BARN GABLE
 LX6853  PID         -  LX6853
 LX6853  STATE/COUNTY-  CT/MIDDLESEX
 LX6853  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6853
 LX6853                         *CURRENT SURVEY CONTROL
 LX6853  ___________________________________________________________________
 LX6853* NAD 83(1996)-  41 30 56.86753(N)    072 33 51.57610(W)     ADJUSTED  
 LX6853* NAVD 88     -                                                        
 LX6853  ___________________________________________________________________
 LX6853  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 LX6853  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6853
 LX6853  HORZ ORDER  -  THIRD
 LX6853
 LX6853.The horizontal coordinates were established by classical geodetic methods
 LX6853.and adjusted by the National Geodetic Survey in August 1998..
 LX6853
 LX6853
 LX6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6853
 LX6853.The geoid height was determined by GEOID03.
 LX6853
 LX6853;                    North         East     Units Scale Factor Converg.
 LX6853;SPC CT       -   228,210.113   320,299.579   MT  0.99998319   +0 07 23.2
 LX6853;SPC CT       -   748,719.35  1,050,849.54   sFT  0.99998319   +0 07 23.2
 LX6853;UTM  18      - 4,598,882.308   703,246.176   MT  1.00010839   +1 36 53.9
 LX6853
 LX6853                          SUPERSEDED SURVEY CONTROL
 LX6853
 LX6853  NAD 83(1992)-  41 30 56.86681(N)    072 33 51.57601(W) AD(       ) 4
 LX6853  NAD 83(1986)-  41 30 56.86862(N)    072 33 51.57826(W) AD(       ) 4
 LX6853  NAD 27      -  41 30 56.51100(N)    072 33 53.25900(W) AD(       ) 3
 LX6853
 LX6853.Superseded values are not recommended for survey control.
 LX6853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6853.See file dsdata.txt to determine how the superseded data were derived.
 LX6853
 LX6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0324698882(NAD 83)
 LX6853
 LX6853  HISTORY     - Date     Condition        Report By
 LX6853  HISTORY     - 1934     MONUMENTED       CGS
 LX6853  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6853
 LX6853                          STATION DESCRIPTION
 LX6853
 LX6853'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6853'OAKBROOK FARM IS THE PROPERTY OF G.P. NORTON.  IT LIES ON THE W
 LX6853'SIDE OF THE RIVER ROAD IN MAROMAS, ABOUT 0.2 MILE NORTHERLY OF
 LX6853'THE INTERSECTION OF FREEMAN ROAD.  THE BASEMENT OF THE BARN IS
 LX6853'WALLED UP WITH STONE AND IS EXPOSED ON THE E, W, AND S SIDES.
 LX6853'
 LX6853'THE BARN ITSELF IS OF WOOD, PAINTED WHITE WITH A WOOD SHINGLED
 LX6853'ROOF.  THERE ARE NO OPENINGS IN THE E END OF THE BARN.  CENTER
 LX6853'IS THE APEX OF THE E GABLE.
 LX6853
 LX6853                          STATION RECOVERY (1948)
 LX6853
 LX6853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6853'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7605 ***********************************************************************
 LX7605  DESIGNATION -  OBIE
 LX7605  PID         -  LX7605
 LX7605  STATE/COUNTY-  CT/NEW HAVEN
 LX7605  USGS QUAD   -  NEW HAVEN (1984)
 LX7605
 LX7605                         *CURRENT SURVEY CONTROL
 LX7605  ___________________________________________________________________
 LX7605* NAD 83(1996)-  41 15 32.47883(N)    072 58 17.75181(W)     ADJUSTED  
 LX7605* NAVD 88     -        53.8    (meters)     177.     (feet)  VERTCON   
 LX7605  ___________________________________________________________________
 LX7605  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LX7605  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX7605
 LX7605  HORZ ORDER  -  FIRST
 LX7605
 LX7605.The horizontal coordinates were established by classical geodetic methods
 LX7605.and adjusted by the National Geodetic Survey in August 1998..
 LX7605
 LX7605.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7605
 LX7605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7605
 LX7605.The geoid height was determined by GEOID03.
 LX7605
 LX7605;                    North         East     Units Scale Factor Converg.
 LX7605;SPC CT       -   199,699.886   286,229.745   MT  0.99999457   -0 08 49.0
 LX7605;SPC CT       -   655,182.04    939,072.09   sFT  0.99999457   -0 08 49.0
 LX7605;UTM  18      - 4,569,495.645   669,926.842   MT  0.99995538   +1 20 16.7
 LX7605
 LX7605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7605!SPC CT       -   0.99999623  x   0.99999457  =   0.99999080
 LX7605!UTM  18      -   0.99999623  x   0.99995538  =   0.99995161
 LX7605
 LX7605|---------------------------------------------------------------------|
 LX7605| PID    Reference Object                     Distance      Geod. Az  |
 LX7605|                                                           dddmmss.s |
 LX7605| CR9712 OBIE RM 2                            29.476 METERS 04357     |
 LX7605| CR9711 OBIE RM 1                            22.308 METERS 33501     |
 LX7605|---------------------------------------------------------------------|
 LX7605
 LX7605                          SUPERSEDED SURVEY CONTROL
 LX7605
 LX7605  NAD 83(1992)-  41 15 32.47783(N)    072 58 17.75149(W) AD(       ) 1
 LX7605  NAD 83(1986)-  41 15 32.47969(N)    072 58 17.75673(W) AD(       ) 1
 LX7605  NAD 83(1986)-  41 15 32.47914(N)    072 58 17.75783(W) AD(       ) 1
 LX7605  NGVD 29 (01/16/90)   54.2    (m)          178.     (f) VERT ANG       
 LX7605
 LX7605.Superseded values are not recommended for survey control.
 LX7605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7605.See file dsdata.txt to determine how the superseded data were derived.
 LX7605
 LX7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6992769496(NAD 83)
 LX7605_MARKER: DS = TRIANGULATION STATION DISK
 LX7605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7605+STABILITY: SURFACE MOTION
 LX7605
 LX7605  HISTORY     - Date     Condition        Report By
 LX7605  HISTORY     - 1982     MONUMENTED       NGS
 LX7605
 LX7605                          STATION DESCRIPTION
 LX7605
 LX7605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7605'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF
 LX7605'WEST HAVEN CITY HALL, 1.3 KM (0.8 MI) NORTHWEST OF BRADLEY POINT
 LX7605'AND 3.1 KM (1.9 MI) NORTH-NORTHEAST OF OYSTER RIVER POINT.
 LX7605'OWNERSHIP--NEW HAVEN WATER, 90 SARGENT DRIVE, NEW HAVEN CT 06511.
 LX7605'
 LX7605'TO REACH THE STATION FROM THE WEST HAVEN CITY HALL AT CAMPBELL
 LX7605'AVENUE AND MAIN STREET, GO SOUTHWEST ON MAIN STREET FOR
 LX7605'0.6 KM (0.4 MI) TO THE JUNCTION OF STATE HIGHWAY 162 AND
 LX7605'KELSEY AVENUE, CONTINUE SOUTHWEST ON MAIN STREET FOR 0.5 KM
 LX7605'(0.3 MI) TO A FORK, TAKE THE RIGHT FORK AND GO SOUTHWEST ON
 LX7605'SHINGLE HILL ROAD FOR 1.2 KM (0.75 MI) TO A PAVED DRIVE ON
 LX7605'THE LEFT, JUST BEFORE REACHING TOP OF HILL.  TURN LEFT AND
 LX7605'GO SOUTHEAST ON THE PAVED DRIVE FOR 0.2 KM (0.1 MI) TO A LARGE
 LX7605'STANDPIPE ON THE RIGHT AND THE STATION AS DESCRIBED
 LX7605'INSIDE THE FENCED IN AREA OF THE STANDPIPE.
 LX7605'
 LX7605'THE STATION IS A STANDARD NGS DISK
 LX7605'STAMPED---OBIE 1982---,
 LX7605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7605'FLUSH WITH GROUND.  IT IS LOCATED
 LX7605'9.69 METERS (31.8 FT) EAST FROM A WIRE FENCE CORNER,
 LX7605'8.23 METERS (27.0 FT) SOUTHWEST FROM THE SOUTHWEST SIDE OF A
 LX7605'LARGE STANDPIPE,
 LX7605'6.04 METERS (19.8 FT) SOUTH-SOUTHEAST FROM A 35 CM PINE TREE AND
 LX7605'3.51 METERS (11.5 FT) NORTH-NORTHEAST FROM A WITNESS POST THAT IS
 LX7605'SET NEAR FENCE LINE.
 LX7605'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7605'STAMPED---OBIE 1982---,
 LX7605'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7605'
 LX7605'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7605'STAMPED---OBIE NO 1 1982---,
 LX7605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7605'FLUSH WITH GROUND.  IT IS LOCATED
 LX7605'6.34 METERS (20.8 FT) EAST-NORTHEAST FROM THE WIRE FENCE,
 LX7605'4.66 METERS (15.3 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTER
 LX7605'OF A METAL MANHOLE COVER AND
 LX7605'2.74 METERS (9.0 FT) NORTH FROM THE NORTH EDGE OF THE STANDPIPE.
 LX7605'MARK IS LEVEL WITH STATION.
 LX7605'
 LX7605'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7605'STAMPED---OBIE NO 2 1982---,
 LX7605'SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF A RECTANGULAR
 LX7605'CONCRETE PAD THAT HOUSES DOUBLE METAL DOORS AND PROJECTS
 LX7605'ABOUT 5 CM ABOVE THE GROUND.
 LX7605'IT IS LOCATED
 LX7605'17.37 METERS (57.0 FT) NORTHWEST FROM THE SOUTH WIRE FENCE LINE,
 LX7605'10.79 METERS (35.4 FT) WEST-SOUTHWEST FROM THE EAST WIRE FENCE
 LX7605'LINE AND
 LX7605'7.71 METERS (25.3 FT) EAST-NORTHEAST FROM THE EAST SIDE OF THE
 LX7605'STANDPIPE.
 LX7605'MARK IS ABOVE STATION 0.5 METERS.
 LX7605'
 LX7605'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 33.5 METERS.
 LX7605'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO A LARGE STANDPIPE.
 LX7605'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7605'
 LX7605'DESCRIBED BY J.N. LEONHARDT, CHECKED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5241 ***********************************************************************
 LX5241  DESIGNATION -  OCEAN
 LX5241  PID         -  LX5241
 LX5241  STATE/COUNTY-  CT/NEW LONDON
 LX5241  USGS QUAD   -  NEW LONDON (1984)
 LX5241
 LX5241                         *CURRENT SURVEY CONTROL
 LX5241  ___________________________________________________________________
 LX5241* NAD 83(1996)-  41 18 12.31341(N)    072 05 57.56337(W)     ADJUSTED  
 LX5241* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5241  ___________________________________________________________________
 LX5241  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX5241  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX5241
 LX5241  HORZ ORDER  -  THIRD
 LX5241
 LX5241.The horizontal coordinates were established by classical geodetic methods
 LX5241.and adjusted by the National Geodetic Survey in August 1998..
 LX5241
 LX5241.The orthometric height was scaled from a topographic map.
 LX5241
 LX5241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5241
 LX5241.The geoid height was determined by GEOID03.
 LX5241
 LX5241;                    North         East     Units Scale Factor Converg.
 LX5241;SPC CT       -   204,812.070   359,292.608   MT  0.99999117   +0 25 53.2
 LX5241;SPC CT       -   671,954.27  1,178,779.16   sFT  0.99999117   +0 25 53.2
 LX5241;SPC NY L     -   127,963.695   459,169.878   MT  1.00002615   +1 14 35.5
 LX5241;SPC NY L     -   419,827.56  1,506,459.84   sFT  1.00002615   +1 14 35.5
 LX5241;UTM  18      - 4,576,499.739   742,842.738   MT  1.00032583   +1 54 55.9
 LX5241
 LX5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5241!SPC CT       -   1.00000486  x   0.99999117  =   0.99999603
 LX5241!SPC NY L     -   1.00000486  x   1.00002615  =   1.00003101
 LX5241!UTM  18      -   1.00000486  x   1.00032583  =   1.00033069
 LX5241
 LX5241:                Primary Azimuth Mark                     Grid Az
 LX5241:SPC CT       -  OCEAN SPRAY HOUSE SKYLIGHT               001 37 34.4
 LX5241:SPC NY L     -  OCEAN SPRAY HOUSE SKYLIGHT               000 48 52.1
 LX5241:UTM  18      -  OCEAN SPRAY HOUSE SKYLIGHT               000 08 31.7
 LX5241
 LX5241|---------------------------------------------------------------------|
 LX5241| PID    Reference Object                     Distance      Geod. Az  |
 LX5241|                                                           dddmmss.s |
 LX5241| LX5239 OCEAN SPRAY HOUSE SKYLIGHT          APPROX. 0.5 KM 0020327.6 |
 LX5241| LX5214 GRISWOLD HOTEL FLAGSTAFF            APPROX. 3.2 KM 0401211.8 |
 LX5241| LX5211 SHENECOSETT FLAGPOLE                APPROX. 3.5 KM 0453325.6 |
 LX5241| LX5212 PHELPS FLAGPOLE                     APPROX. 2.9 KM 0472749.6 |
 LX5241| CZ6916 OCEAN RM 1                            5.290 METERS 05301     |
 LX5241| LX5328 CHASANBO TOWER                      APPROX. 8.9 KM 0554413.5 |
 LX5241| LX5208 PLANTS FLAGPOLE                     APPROX. 3.2 KM 0634114.0 |
 LX5241| LX5256 PRENTIS WHITE CHIMNEY               APPROX. 6.1 KM 0693439.6 |
 LX5241| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 1.9 KM 0813215.7 |
 LX5241| CZ6917 OCEAN RM 2                            4.330 METERS 20723     |
 LX5241| LX5419 JORDAN CHURCH TOWER                 APPROX. 2.5 KM 2832431.2 |
 LX5241| LX5248 D L HOUSE FINIAL                    377.472 METERS 34153     |
 LX5241|---------------------------------------------------------------------|
 LX5241
 LX5241                          SUPERSEDED SURVEY CONTROL
 LX5241
 LX5241  NAD 83(1992)-  41 18 12.31217(N)    072 05 57.56252(W) AD(       ) 3
 LX5241  NAD 83(1986)-  41 18 12.31359(N)    072 05 57.56785(W) AD(       ) 3
 LX5241  NAD 27      -  41 18 11.96400(N)    072 05 59.29300(W) AD(       ) 3
 LX5241
 LX5241.Superseded values are not recommended for survey control.
 LX5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5241.See file dsdata.txt to determine how the superseded data were derived.
 LX5241
 LX5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4284376500(NAD 83)
 LX5241_MARKER: DS = TRIANGULATION STATION DISK
 LX5241_SETTING: 66 = SET IN ROCK OUTCROP
 LX5241_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5241+STABILITY: POSITION/ELEVATION WELL
 LX5241
 LX5241  HISTORY     - Date     Condition        Report By
 LX5241  HISTORY     - 1934     MONUMENTED       CGS
 LX5241  HISTORY     - 1960     GOOD             CGS
 LX5241  HISTORY     - 1971     GOOD             CTDT
 LX5241
 LX5241                          STATION DESCRIPTION
 LX5241
 LX5241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5241'THE STATION IS LOCATED ON THE MOST EASTERLY OF A GROUP OF SMALL
 LX5241'ISLANDS AT THE W END OF OCEAN BEACH AND MAY BE IDENTIFIED BY TWO
 LX5241'LARGE BOULDERS.  IT IS KNOWN LOCALLY AS SHORE ROCK.  THE STATION
 LX5241'IS MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE ROCK
 LX5241'LEDGE.  THERE IS VERY LITTLE SOIL ON THE ISLAND, THE GREATER PART
 LX5241'BEING LEDGE.
 LX5241'
 LX5241'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5241'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5241'NO. 1 AND NO. 2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING
 LX5241'BEDROCK.
 LX5241'
 LX5241'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN LEDGE
 LX5241'E AND SW OF THE STATION RESPECTIVELY.
 LX5241'
 LX5241'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5241
 LX5241                          STATION RECOVERY (1960)
 LX5241
 LX5241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5241'THE STATION AND REF. MK. WERE RECOVERED IN GOOD CONDITION.
 LX5241'
 LX5241'THIS SHOWS A DISCREPANCY WITH THE ORIGINAL DESCRIPTION OF
 LX5241'R.M. 1 OF APPROXIMATELY 2 DEG.  THE DISTANCE TO R.M. 1 WAS
 LX5241'RECORDED AS 5.24 METERS (NOT 5.29 AS LISTED IN THE DESCRIPTION.)
 LX5241
 LX5241                          STATION RECOVERY (1971)
 LX5241
 LX5241'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5241'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5241'REACH THE STATION YOU NEED A BOAT.  IT IS ABOUT 0.1 MILE FROM
 LX5241'SHORE BETWEEN WATERFORD TOWN BEACH AND OCEAN BEACH.  THE STATION
 LX5241'IS ON SHORE ISLAND, AND IS HEAVILY INFESTED WITH BIRD NESTS
 LX5241'(TERNS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7453 ***********************************************************************
 LX7453  DESIGNATION -  OLD GREENWICH ELECTROLUX TANK
 LX7453  PID         -  LX7453
 LX7453  STATE/COUNTY-  CT/FAIRFIELD
 LX7453  USGS QUAD   -  STAMFORD (1984)
 LX7453
 LX7453                         *CURRENT SURVEY CONTROL
 LX7453  ___________________________________________________________________
 LX7453* NAD 83(1996)-  41 02 05.81937(N)    073 33 47.04385(W)     ADJUSTED  
 LX7453* NAVD 88     -                                                        
 LX7453  ___________________________________________________________________
 LX7453  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LX7453  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX7453
 LX7453  HORZ ORDER  -  THIRD
 LX7453
 LX7453.The horizontal coordinates were established by classical geodetic methods
 LX7453.and adjusted by the National Geodetic Survey in August 1998..
 LX7453
 LX7453
 LX7453.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7453
 LX7453.The geoid height was determined by GEOID03.
 LX7453
 LX7453;                    North         East     Units Scale Factor Converg.
 LX7453;SPC CT       -   175,112.866   236,428.741   MT  1.00002078   -0 32 20.8
 LX7453;SPC CT       -   574,516.13    775,683.29   sFT  1.00002078   -0 32 20.8
 LX7453;UTM  18      - 4,543,631.318   620,786.119   MT  0.99977956   +0 56 36.6
 LX7453
 LX7453                          SUPERSEDED SURVEY CONTROL
 LX7453
 LX7453  NAD 83(1992)-  41 02 05.81835(N)    073 33 47.04378(W) AD(       ) 4
 LX7453  NAD 83(1986)-  41 02 05.81978(N)    073 33 47.04264(W) AD(       ) 4
 LX7453  NAD 83(1986)-  41 02 05.81819(N)    073 33 47.04072(W) AD(       ) 4
 LX7453
 LX7453.Superseded values are not recommended for survey control.
 LX7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7453.See file dsdata.txt to determine how the superseded data were derived.
 LX7453
 LX7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2078643631(NAD 83)
 LX7453_MARKER: 53 = ELEVATED TANK
 LX7453
 LX7453  HISTORY     - Date     Condition        Report By
 LX7453  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7453
 LX7453                          STATION DESCRIPTION
 LX7453
 LX7453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7453'THE STATION, OLD GREENWICH ELECTROLUX CORPORTATION WATER
 LX7453'TANK IS THE BALL TOP CENTER ATOP THE CONICAL ROOFED TANK,
 LX7453'WITH FOUR TRUSSWORK LEGS, PAINTED GRAY, ABOUT 33 METERS
 LX7453'(108 FT) HIGH.  THE COMPANY LOGO IS ON THE BOWL.
 LX7453'
 LX7453'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF
 LX7453'INTERCHANGE 5 OF INTERSTATE HIGHWAY 95, 0.2 KM (0.1 MI) WEST
 LX7453'OF THE STAMFORD CITY LINE, IN THE SOUTHWEST ANGLE OF
 LX7453'THE JUNCTION OF TOMAC AVENUE, FOREST AVENUE, AND HARDING
 LX7453'ROAD, AT THE EAST END OF THE PLANT COMPLEX.
 LX7453'
 LX7453'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3442 ***********************************************************************
 LX3442  DESIGNATION -  OLD LYME 10
 LX3442  PID         -  LX3442
 LX3442  STATE/COUNTY-  CT/NEW LONDON
 LX3442  USGS QUAD   -  OLD LYME (1976)
 LX3442
 LX3442                         *CURRENT SURVEY CONTROL
 LX3442  ___________________________________________________________________
 LX3442* NAD 83(1986)-  41 20 21.     (N)    072 18 29.     (W)     SCALED    
 LX3442* NAVD 88     -        10.256  (meters)      33.65   (feet)  ADJUSTED  
 LX3442  ___________________________________________________________________
 LX3442  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX3442  DYNAMIC HT  -          10.252 (meters)      33.64  (feet)  COMP
 LX3442  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LX3442
 LX3442  VERT ORDER  -  FIRST     CLASS II
 LX3442
 LX3442.The horizontal coordinates were scaled from a topographic map and have
 LX3442.an estimated accuracy of +/- 6 seconds.
 LX3442
 LX3442.The orthometric height was determined by differential leveling
 LX3442.and adjusted by the National Geodetic Survey in June 1991..
 LX3442
 LX3442.The geoid height was determined by GEOID03.
 LX3442
 LX3442.The dynamic height is computed by dividing the NAVD 88
 LX3442.geopotential number by the normal gravity value computed on the
 LX3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3442.degrees latitude (g = 980.6199 gals.).
 LX3442
 LX3442.The modeled gravity was interpolated from observed gravity values.
 LX3442
 LX3442;                    North         East    Units  Estimated Accuracy
 LX3442;SPC CT       -   208,670.      341,790.      MT  (+/- 180 meters Scaled)
 LX3442
 LX3442                          SUPERSEDED SURVEY CONTROL
 LX3442
 LX3442.No superseded survey control is available for this station.
 LX3442
 LX3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL252799(NAD 83)
 LX3442_MARKER: DD = SURVEY DISK
 LX3442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3442_SP_SET: CONCRETE POST
 LX3442_STAMPING: OLD LYME 10
 LX3442_PROJECTION: RECESSED 15 CENTIMETERS
 LX3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3442+STABILITY: SURFACE MOTION
 LX3442
 LX3442  HISTORY     - Date     Condition        Report By
 LX3442  HISTORY     - 1938     MONUMENTED       LOCENG
 LX3442  HISTORY     - 1986     GOOD             NGS
 LX3442  HISTORY     - 1989     GOOD             USPSQD
 LX3442  HISTORY     - 19901206 GOOD             USPSQD
 LX3442  HISTORY     - 20030507 GOOD             USPSQD
 LX3442
 LX3442                          STATION DESCRIPTION
 LX3442
 LX3442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3442'2.4 KM (1.5 MI) EAST FROM OLD LYME.
 LX3442'2.4 KM (1.5 MI) EAST ALONG U.S. HIGHWAY FROM THE JUNCTION OF
 LX3442'INTERSTATE 95 IN OLD LYME TO THE MARK OF THE RIGHT,  IT IS 8.1 METERS
 LX3442'(26.9 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 0.82 METER
 LX3442'(2.7 FT) NORTH OF A 12-INCH MAPLE TREE.
 LX3442'THE MARK IS 0.27 METERS  S FROM  A WITNESS POST
 LX3442'THE MARK IS 0.48 M BELOW U.S. HIGHWAY 1.
 LX3442
 LX3442                          STATION RECOVERY (1989)
 LX3442
 LX3442'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3442'RECOVERED IN GOOD CONDITION.
 LX3442
 LX3442                          STATION RECOVERY (1990)
 LX3442
 LX3442'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3442'RECOVERED IN GOOD CONDITION.
 LX3442
 LX3442                          STATION RECOVERY (2003)
 LX3442
 LX3442'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX3442' 
 LX3442' 
 LX3442' 
 LX3442' 
 LX3442' 
 LX3442' 
 LX3442' 
 LX3442' 
 LX3442' 
 LX3442' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3447 ***********************************************************************
 LX3447  DESIGNATION -  OLD LYME 7
 LX3447  PID         -  LX3447
 LX3447  STATE/COUNTY-  CT/NEW LONDON
 LX3447  USGS QUAD   -  OLD LYME (1976)
 LX3447
 LX3447                         *CURRENT SURVEY CONTROL
 LX3447  ___________________________________________________________________
 LX3447* NAD 83(1986)-  41 20 57.     (N)    072 17 04.     (W)     SCALED    
 LX3447* NAVD 88     -        34.347  (meters)     112.69   (feet)  ADJUSTED  
 LX3447  ___________________________________________________________________
 LX3447  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX3447  DYNAMIC HT  -          34.335 (meters)     112.65  (feet)  COMP
 LX3447  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LX3447
 LX3447  VERT ORDER  -  FIRST     CLASS II
 LX3447
 LX3447.The horizontal coordinates were scaled from a topographic map and have
 LX3447.an estimated accuracy of +/- 6 seconds.
 LX3447
 LX3447.The orthometric height was determined by differential leveling
 LX3447.and adjusted by the National Geodetic Survey in June 1991..
 LX3447
 LX3447.The geoid height was determined by GEOID03.
 LX3447
 LX3447.The dynamic height is computed by dividing the NAVD 88
 LX3447.geopotential number by the normal gravity value computed on the
 LX3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3447.degrees latitude (g = 980.6199 gals.).
 LX3447
 LX3447.The modeled gravity was interpolated from observed gravity values.
 LX3447
 LX3447;                    North         East    Units  Estimated Accuracy
 LX3447;SPC CT       -   209,790.      343,760.      MT  (+/- 180 meters Scaled)
 LX3447
 LX3447                          SUPERSEDED SURVEY CONTROL
 LX3447
 LX3447.No superseded survey control is available for this station.
 LX3447
 LX3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL271810(NAD 83)
 LX3447_MARKER: DD = SURVEY DISK
 LX3447_SETTING: 66 = SET IN ROCK OUTCROP
 LX3447_SP_SET: ROCK OUTCROP
 LX3447_STAMPING: OLD LYME 7
 LX3447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3447+STABILITY: POSITION/ELEVATION WELL
 LX3447
 LX3447  HISTORY     - Date     Condition        Report By
 LX3447  HISTORY     - 1954     MONUMENTED       LOCENG
 LX3447  HISTORY     - 1986     GOOD             NGS
 LX3447  HISTORY     - 1989     GOOD             USPSQD
 LX3447  HISTORY     - 19900414 GOOD             USPSQD
 LX3447  HISTORY     - 19901206 GOOD             USPSQD
 LX3447  HISTORY     - 20030509 GOOD             USPSQD
 LX3447
 LX3447                          STATION DESCRIPTION
 LX3447
 LX3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3447'4.9 KM (3.05 MI) EAST FROM OLD LYME.
 LX3447'4.9 KM (3.05 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3447'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE LEFT.  IT IS 4.4 METERS
 LX3447'(14.7 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 27.5 METERS (90.4
 LX3447'FT) SOUTHEAST OF POWER POLE NO. 2157, 14.4 METERS (47.5 FT) NORTHWEST
 LX3447'OF A ONE STORY FRAME HOUSE AND 0.45 METER (1.5 FT) NORTH OF THE NORTH
 LX3447'EDGE OF HIGHWAY.
 LX3447'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 1.
 LX3447
 LX3447                          STATION RECOVERY (1989)
 LX3447
 LX3447'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3447'RECOVERED IN GOOD CONDITION.
 LX3447
 LX3447                          STATION RECOVERY (1990)
 LX3447
 LX3447'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3447'RECOVERED IN GOOD CONDITION.
 LX3447
 LX3447                          STATION RECOVERY (1990)
 LX3447
 LX3447'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3447'RECOVERED IN GOOD CONDITION.
 LX3447
 LX3447                          STATION RECOVERY (2003)
 LX3447
 LX3447'RECOVERY NOTE BY US POWER SQUADRON 2003
 LX3447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3446 ***********************************************************************
 LX3446  DESIGNATION -  OLD LYME 8
 LX3446  PID         -  LX3446
 LX3446  STATE/COUNTY-  CT/NEW LONDON
 LX3446  USGS QUAD   -  OLD LYME (1976)
 LX3446
 LX3446                         *CURRENT SURVEY CONTROL
 LX3446  ___________________________________________________________________
 LX3446* NAD 83(1986)-  41 21 02.     (N)    072 17 25.     (W)     SCALED    
 LX3446* NAVD 88     -        22.113  (meters)      72.55   (feet)  ADJUSTED  
 LX3446  ___________________________________________________________________
 LX3446  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3446  DYNAMIC HT  -          22.106 (meters)      72.53  (feet)  COMP
 LX3446  MODELED GRAV-     980,278.6   (mgal)                       NAVD 88
 LX3446
 LX3446  VERT ORDER  -  FIRST     CLASS II
 LX3446
 LX3446.The horizontal coordinates were scaled from a topographic map and have
 LX3446.an estimated accuracy of +/- 6 seconds.
 LX3446
 LX3446.The orthometric height was determined by differential leveling
 LX3446.and adjusted by the National Geodetic Survey in June 1991..
 LX3446
 LX3446.The geoid height was determined by GEOID03.
 LX3446
 LX3446.The dynamic height is computed by dividing the NAVD 88
 LX3446.geopotential number by the normal gravity value computed on the
 LX3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3446.degrees latitude (g = 980.6199 gals.).
 LX3446
 LX3446.The modeled gravity was interpolated from observed gravity values.
 LX3446
 LX3446;                    North         East    Units  Estimated Accuracy
 LX3446;SPC CT       -   209,940.      343,270.      MT  (+/- 180 meters Scaled)
 LX3446
 LX3446                          SUPERSEDED SURVEY CONTROL
 LX3446
 LX3446.No superseded survey control is available for this station.
 LX3446
 LX3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL266812(NAD 83)
 LX3446_MARKER: DD = SURVEY DISK
 LX3446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3446_SP_SET: CONCRETE POST
 LX3446_STAMPING: OLD LYME 8
 LX3446_PROJECTION: RECESSED 9 CENTIMETERS
 LX3446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3446+STABILITY: SURFACE MOTION
 LX3446
 LX3446  HISTORY     - Date     Condition        Report By
 LX3446  HISTORY     - 1954     MONUMENTED       LOCENG
 LX3446  HISTORY     - 1986     GOOD             NGS
 LX3446  HISTORY     - 1989     GOOD             USPSQD
 LX3446  HISTORY     - 19900414 GOOD             USPSQD
 LX3446  HISTORY     - 19901206 GOOD             USPSQD
 LX3446  HISTORY     - 20030509 GOOD             USPSQD
 LX3446
 LX3446                          STATION DESCRIPTION
 LX3446
 LX3446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3446'4.4 KM (2.75 MI) EAST FROM OLD LYME.
 LX3446'4.4 KM (2.75 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3446'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE LEFT AT THE INTERSECTION
 LX3446'OF OLD POST ROAD.  IT IS 3.9 METERS (13.0 FT) SOUTH OF THE CENTER OF
 LX3446'OLD POST ROAD, 12.4 METERS (41.0 FT) SOUTHEAST OF A GUYED POLE NO.
 LX3446'2107S AND 11.6 METERS (38.1 FT) EAST OF POWER POLE NO. 2170.
 LX3446'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 LX3446'THE MARK IS 0.18 M BELOW OLD POST ROAD.
 LX3446
 LX3446                          STATION RECOVERY (1989)
 LX3446
 LX3446'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3446'RECOVERED IN GOOD CONDITION.
 LX3446
 LX3446                          STATION RECOVERY (1990)
 LX3446
 LX3446'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3446'RECOVERED IN GOOD CONDITION.
 LX3446
 LX3446                          STATION RECOVERY (1990)
 LX3446
 LX3446'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3446'RECOVERED IN GOOD CONDITION.
 LX3446
 LX3446                          STATION RECOVERY (2003)
 LX3446
 LX3446'RECOVERY NOTE BY US POWER SQUADRON 2003
 LX3446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5790 ***********************************************************************
 LX5790  DESIGNATION -  OLD LYME CONG CHURCH SPIRE
 LX5790  PID         -  LX5790
 LX5790  STATE/COUNTY-  CT/NEW LONDON
 LX5790  USGS QUAD   -  OLD LYME (1976)
 LX5790
 LX5790                         *CURRENT SURVEY CONTROL
 LX5790  ___________________________________________________________________
 LX5790* NAD 83(1996)-  41 18 46.28670(N)    072 19 54.49465(W)     ADJUSTED  
 LX5790* NAVD 88     -                                                        
 LX5790  ___________________________________________________________________
 LX5790  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX5790  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5790
 LX5790  HORZ ORDER  -  THIRD
 LX5790
 LX5790.The horizontal coordinates were established by classical geodetic methods
 LX5790.and adjusted by the National Geodetic Survey in August 1998..
 LX5790
 LX5790
 LX5790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5790
 LX5790.The geoid height was determined by GEOID03.
 LX5790
 LX5790;                    North         East     Units Scale Factor Converg.
 LX5790;SPC CT       -   205,739.708   339,818.235   MT  0.99999053   +0 16 38.2
 LX5790;SPC CT       -   674,997.69  1,114,886.99   sFT  0.99999053   +0 16 38.2
 LX5790;SPC NY L     -   128,615.006   439,683.605   MT  1.00002747   +1 05 28.1
 LX5790;SPC NY L     -   421,964.40  1,442,528.63   sFT  1.00002747   +1 05 28.1
 LX5790;UTM  18      - 4,576,922.672   723,345.446   MT  1.00021395   +1 45 43.9
 LX5790
 LX5790                          SUPERSEDED SURVEY CONTROL
 LX5790
 LX5790  NAD 83(1992)-  41 18 46.28570(N)    072 19 54.49436(W) AD(       ) 4
 LX5790  NAD 83(1986)-  41 18 46.28754(N)    072 19 54.49795(W) AD(       ) 4
 LX5790  NAD 27      -  41 18 45.93525(N)    072 19 56.20419(W) AD(       ) 3
 LX5790
 LX5790.Superseded values are not recommended for survey control.
 LX5790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5790.See file dsdata.txt to determine how the superseded data were derived.
 LX5790
 LX5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2334576923(NAD 83)
 LX5790_MARKER: 90 = CHURCH SPIRE
 LX5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5790+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 LX5790
 LX5790  HISTORY     - Date     Condition        Report By
 LX5790  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5790  HISTORY     - 1969     GOOD             CGS
 LX5790  HISTORY     - 1975     GOOD             NGS
 LX5790  HISTORY     - 1984     GOOD             USPSQD
 LX5790  HISTORY     - 20020205 GOOD             USPSQD
 LX5790
 LX5790                          STATION DESCRIPTION
 LX5790
 LX5790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5790'THIS CHURCH FACES E AT THE SOUTHWESTERLY CORNER OF THE INTERSECTION
 LX5790'OF ROUTE 156 AND THE MAIN STREET OF THE VILLAGE OF OLD LYME.  IT IS
 LX5790'A COLONIAL TYPE STRUCTURE WITH FOUR FLUTED COLUMNS SUPPORTING THE
 LX5790'PEDIMENT OVER THE ENTRANCE AT THE E END.  THE SPIRE RISES AT THIS
 LX5790'END OF THE BUILDING.  JUST ABOVE THE CHURCH ROOF THE SPIRE IS
 LX5790'SQUARE WITH FOUR CLOCK FACES.  ABOVE THIS IS THE BELFRY WITH FOUR
 LX5790'GREEN SHUTTERED, ARCHED OPENINGS.  THEN AN HEXAGONAL, PILLARED
 LX5790'SECTION WITH SIX OPENINGS SIMILAR TO THE BELFRY.  THERE IS AN
 LX5790'ORNAMENTAL WOODEN RAILING AT THE BASE OF THE HEXAGONAL SHINGLED
 LX5790'SPIRE.  AT THE APEX IS A SPHERICAL WOODEN ORNAMENT TOPPED BY A
 LX5790'GILDED WEATHER VANE.
 LX5790'
 LX5790'CENTER IS THE AXIS OF THE VANE.
 LX5790'
 LX5790'EXCEPT FOR THE SHUTTERS ON THE SPIRE, THE ENTIRE STRUCTURE IS
 LX5790'PAINTED WHITE AND MAKES A PROMINENT LANDMARK.
 LX5790'
 LX5790'THIS STATION IS NOT TO BE CONFUSED WITH TRIANGULATION STATION OLD
 LX5790'LYME, WHITE SPIRE 1835-82.  THAT CHURCH WAS DESTROYED BY FIRE IN
 LX5790'1907.  THE PRESENT STRUCTURE WAS ERECTED IN 1910 IN APPROXIMATELY
 LX5790'THE SAME LOCATION.
 LX5790
 LX5790                          STATION RECOVERY (1969)
 LX5790
 LX5790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5790'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LX5790
 LX5790                          STATION RECOVERY (1975)
 LX5790
 LX5790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5790'STATION WAS RECOVERED AS DESCRIBED IN 1934 WITH THE EXCEPTION
 LX5790'THE INTERSECTION OF ROUTE 156 AND MAIN STREET IS NOW FERRY ROAD
 LX5790'AND LYME STREET.
 LX5790'
 LX5790'A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LX5790'
 LX5790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5790'IN OLD LYME.
 LX5790
 LX5790                          STATION RECOVERY (1984)
 LX5790
 LX5790'RECOVERY NOTE BY US POWER SQUADRON 1984 (REK)
 LX5790'STATION RECOVERED GOOD.
 LX5790'
 LX5790'NOTE--ROUTE 156 HAS BEEN REROUTED AROUND OLD LYME, STREETS HAVE
 LX5790'BEEN RENAMED.  STRUCTURE NOW ON THE SOUTHWEST CORNER OF LYME ST
 LX5790'AND FERRY ROAD.  REMAINING DESCRIPTION ACCURATE.
 LX5790
 LX5790                          STATION RECOVERY (2002)
 LX5790
 LX5790'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LX5790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5788 ***********************************************************************
 LX5788  DESIGNATION -  OLD LYME INN ELEVATED TANK
 LX5788  PID         -  LX5788
 LX5788  STATE/COUNTY-  CT/NEW LONDON
 LX5788  USGS QUAD   -  OLD LYME (1976)
 LX5788
 LX5788                         *CURRENT SURVEY CONTROL
 LX5788  ___________________________________________________________________
 LX5788* NAD 83(1996)-  41 18 46.21188(N)    072 20 03.25726(W)     ADJUSTED  
 LX5788* NAVD 88     -                                                        
 LX5788  ___________________________________________________________________
 LX5788  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LX5788  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5788
 LX5788  HORZ ORDER  -  THIRD
 LX5788
 LX5788.The horizontal coordinates were established by classical geodetic methods
 LX5788.and adjusted by the National Geodetic Survey in August 1998..
 LX5788
 LX5788
 LX5788.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5788
 LX5788.The geoid height was determined by GEOID03.
 LX5788
 LX5788;                    North         East     Units Scale Factor Converg.
 LX5788;SPC CT       -   205,736.416   339,614.432   MT  0.99999053   +0 16 32.4
 LX5788;SPC CT       -   674,986.89  1,114,218.35   sFT  0.99999053   +0 16 32.4
 LX5788;UTM  18      - 4,576,914.098   723,141.751   MT  1.00021283   +1 45 38.1
 LX5788
 LX5788                          SUPERSEDED SURVEY CONTROL
 LX5788
 LX5788  NAD 83(1992)-  41 18 46.21089(N)    072 20 03.25693(W) AD(       ) 4
 LX5788  NAD 83(1986)-  41 18 46.21270(N)    072 20 03.26034(W) AD(       ) 4
 LX5788  NAD 27      -  41 18 45.86100(N)    072 20 04.97100(W) AD(       ) 3
 LX5788
 LX5788.Superseded values are not recommended for survey control.
 LX5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5788.See file dsdata.txt to determine how the superseded data were derived.
 LX5788
 LX5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2314276914(NAD 83)
 LX5788
 LX5788  HISTORY     - Date     Condition        Report By
 LX5788  HISTORY     - 1934     MONUMENTED       CGS
 LX5788  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5788  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5788  HISTORY     - 20020205 MARK NOT FOUND   USPSQD
 LX5788
 LX5788                          STATION DESCRIPTION
 LX5788
 LX5788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5788'THIS TANK IS PART OF THE WATER SUPPLY SYSTEM OF THE OLD LYME
 LX5788'INN.  THE INN IS LOCATED ON THE S SIDE OF ROUTE 156 A SHORT
 LX5788'DISTANCE W OF THE CENTER OF THE VILLAGE OF OLD LYME.
 LX5788'
 LX5788'THE TANK IS BEHIND THE MAIN HOTEL BUILDING ALMOST IN LINE WITH
 LX5788'THE E END OF THE INN.  THE GREEN WOODEN TANK IS MOUNTED ON A
 LX5788'STEEL FRAMEWORK.  THE ENTIRE STRUCTURE IS ABOUT 65. FEET
 LX5788'OVERALL.  THERE IS A WIDE, RAILED, WOODEN PLATFORM SURROUNDING
 LX5788'THE BASE OF THE TANK.  THE ROOF IS CONICAL.
 LX5788'
 LX5788'CENTER IS THE APEX OF THE ROOF.
 LX5788
 LX5788                          STATION RECOVERY (1948)
 LX5788
 LX5788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5788'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--
 LX5788'
 LX5788'THE ROOF IS NO LONGER CONICAL.  IT HAS COLLAPSED TO THE EXTENT
 LX5788'THAT IT IS NOW NEARLY FLAT.  HOWEVER, THE CENTRAL SPAR IS STILL
 LX5788'ERECT AND PROJECTS ABOVE THE LEVEL OF THE TANK APPROXIMATELY
 LX5788'3 FT.  DESCRIPTION IS ADEQUATE.
 LX5788
 LX5788                          STATION RECOVERY (1961)
 LX5788
 LX5788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5788'STATION DESTROYED.  THE CARETAKER OF THE INN STATED THAT THE TANK
 LX5788'HAD BEEN RAZED LAST FALL.
 LX5788
 LX5788                          STATION RECOVERY (2002)
 LX5788
 LX5788'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LX5788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5787 ***********************************************************************
 LX5787  DESIGNATION -  OLD LYME INN FLAGSTAFF
 LX5787  PID         -  LX5787
 LX5787  STATE/COUNTY-  CT/NEW LONDON
 LX5787  USGS QUAD   -  OLD LYME (1976)
 LX5787
 LX5787                         *CURRENT SURVEY CONTROL
 LX5787  ___________________________________________________________________
 LX5787* NAD 83(1996)-  41 18 47.52242(N)    072 20 03.85250(W)     ADJUSTED  
 LX5787* NAVD 88     -                                                        
 LX5787  ___________________________________________________________________
 LX5787  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 LX5787  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5787
 LX5787  HORZ ORDER  -  THIRD
 LX5787
 LX5787.The horizontal coordinates were established by classical geodetic methods
 LX5787.and adjusted by the National Geodetic Survey in August 1998..
 LX5787
 LX5787
 LX5787.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5787
 LX5787.The geoid height was determined by GEOID03.
 LX5787
 LX5787;                    North         East     Units Scale Factor Converg.
 LX5787;SPC CT       -   205,776.779   339,600.392   MT  0.99999050   +0 16 32.0
 LX5787;SPC CT       -   675,119.32  1,114,172.29   sFT  0.99999050   +0 16 32.0
 LX5787;UTM  18      - 4,576,954.092   723,126.667   MT  1.00021275   +1 45 37.7
 LX5787
 LX5787                          SUPERSEDED SURVEY CONTROL
 LX5787
 LX5787  NAD 83(1992)-  41 18 47.52144(N)    072 20 03.85218(W) AD(       ) 4
 LX5787  NAD 83(1986)-  41 18 47.52327(N)    072 20 03.85565(W) AD(       ) 4
 LX5787  NAD 27      -  41 18 47.17200(N)    072 20 05.56600(W) AD(       ) 3
 LX5787
 LX5787.Superseded values are not recommended for survey control.
 LX5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5787.See file dsdata.txt to determine how the superseded data were derived.
 LX5787
 LX5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2312776954(NAD 83)
 LX5787
 LX5787  HISTORY     - Date     Condition        Report By
 LX5787  HISTORY     - 1934     MONUMENTED       CGS
 LX5787  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5787  HISTORY     - 20020205 MARK NOT FOUND   USPSQD
 LX5787
 LX5787                          STATION DESCRIPTION
 LX5787
 LX5787'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5787'THE OLD LYME INN IS ABOUT 50 METERS BACK FROM THE HIGHWAY ON THE
 LX5787'SOUTHERLY SIDE OF ROUTE 156 JUST W OF THE CENTER OF THE VILLAGE
 LX5787'OF LYME.  THE WESTERN, OR MAIN, PART OF THE BUILDING IS THREE
 LX5787'STORIES HIGH AND AN EXTENSIVE WING TO THE EASTWARD IS BUT TWO
 LX5787'STORIES.
 LX5787'
 LX5787'IN THE MIDDLE OF THE ROOF ON THE MAIN BUILDING IS A COVERED
 LX5787'OBSERVATION PLATFORM.  THE PLATFORM ROOF GIVES A CUPOLA EFFECT
 LX5787'WITH ITS GREEN SHINGLES AND THE WHITE SUPPORTING POSTS.  THIS
 LX5787'ROOF IS FLAT AT THE TOP WITH A 20-FOOT WHITE FLAGSTAFF FIXED IN
 LX5787'THE CENTER.
 LX5787'
 LX5787'CENTER IS THE CENTER LINE OF THE FLAGSTAFF.
 LX5787
 LX5787                          STATION RECOVERY (1961)
 LX5787
 LX5787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5787'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION GIVEN
 LX5787'BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE FOR RECOVERY.
 LX5787
 LX5787                          STATION RECOVERY (2002)
 LX5787
 LX5787'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMS)
 LX5787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3475 ***********************************************************************
 LW3475  DESIGNATION -  OLLIE
 LW3475  PID         -  LW3475
 LW3475  STATE/COUNTY-  CT/NEW LONDON
 LW3475  USGS QUAD   -  OLD MYSTIC (1983)
 LW3475
 LW3475                         *CURRENT SURVEY CONTROL
 LW3475  ___________________________________________________________________
 LW3475* NAD 83(1996)-  41 25 15.71613(N)    071 58 43.02703(W)     ADJUSTED  
 LW3475* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 LW3475  ___________________________________________________________________
 LW3475  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LW3475  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LW3475
 LW3475  HORZ ORDER  -  FIRST
 LW3475
 LW3475.The horizontal coordinates were established by classical geodetic methods
 LW3475.and adjusted by the National Geodetic Survey in August 1998..
 LW3475
 LW3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3475
 LW3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3475
 LW3475.The geoid height was determined by GEOID03.
 LW3475
 LW3475;                    North         East     Units Scale Factor Converg.
 LW3475;SPC CT       -   217,956.649   369,284.359   MT  0.99998506   +0 30 41.3
 LW3475;SPC CT       -   715,079.44  1,211,560.43   sFT  0.99998506   +0 30 41.3
 LW3475;SPC RI       -    37,614.761    59,988.862   MT  1.00001344   -0 18 59.9
 LW3475;SPC RI       -   123,407.76    196,813.46   sFT  1.00001344   -0 18 59.9
 LW3475;UTM  19      - 4,589,780.053   251,080.310   MT  1.00036260   -1 58 17.9
 LW3475;UTM  18      - 4,589,903.974   752,493.739   MT  1.00038466   +1 59 59.9
 LW3475
 LW3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3475!SPC CT       -   0.99999021  x   0.99998506  =   0.99997527
 LW3475!SPC RI       -   0.99999021  x   1.00001344  =   1.00000365
 LW3475!UTM  19      -   0.99999021  x   1.00036260  =   1.00035281
 LW3475!UTM  18      -   0.99999021  x   1.00038466  =   1.00037486
 LW3475
 LW3475:                Primary Azimuth Mark                     Grid Az
 LW3475:SPC CT       -  NORTH STONINGTON TV TOWER                042 41 48.9
 LW3475:SPC RI       -  NORTH STONINGTON TV TOWER                043 31 30.1
 LW3475:UTM  19      -  NORTH STONINGTON TV TOWER                045 10 48.1
 LW3475:UTM  18      -  NORTH STONINGTON TV TOWER                041 12 30.3
 LW3475
 LW3475|---------------------------------------------------------------------|
 LW3475| PID    Reference Object                     Distance      Geod. Az  |
 LW3475|                                                           dddmmss.s |
 LW3475| LW3470 NORTH STONINGTON TV TOWER           APPROX. 6.1 KM 0431230.2 |
 LW3475| LW3433 ROSSIE VELVET CO TALL STACK         APPROX. 6.4 KM 1675048.6 |
 LW3475| LW3439 MYSTIC MUN TANK                     APPROX. 8.0 KM 1710448.2 |
 LW3475| CB7948 OLLIE RM 2                           25.129 METERS 17302     |
 LW3475| LW3386 MYSTIC ELEV TANK                    APPROX. 6.9 KM 1791610.9 |
 LW3475| LW3476 MYSTIC N TANK                       APPROX. 4.4 KM 1814042.6 |
 LW3475| CB7946 OLLIE AZ MK                                        2862634.7 |
 LW3475| CB7947 OLLIE RM 1                           40.097 METERS 35619     |
 LW3475|---------------------------------------------------------------------|
 LW3475
 LW3475                          SUPERSEDED SURVEY CONTROL
 LW3475
 LW3475  NAD 83(1992)-  41 25 15.71497(N)    071 58 43.02626(W) AD(       ) 1
 LW3475  NAD 83(1986)-  41 25 15.71510(N)    071 58 43.02903(W) AD(       ) 1
 LW3475  NAD 27      -  41 25 15.36228(N)    071 58 44.76147(W) AD(       ) 1
 LW3475  NGVD 29 (07/19/86)   93.2    (m)          306.     (f) VERT ANG       
 LW3475
 LW3475.Superseded values are not recommended for survey control.
 LW3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3475.See file dsdata.txt to determine how the superseded data were derived.
 LW3475
 LW3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5108089780(NAD 83)
 LW3475_MARKER: DS = TRIANGULATION STATION DISK
 LW3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3475+STABILITY: SURFACE MOTION
 LW3475
 LW3475  HISTORY     - Date     Condition        Report By
 LW3475  HISTORY     - 1975     MONUMENTED       NGS
 LW3475
 LW3475                          STATION DESCRIPTION
 LW3475
 LW3475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3475'STATION IS ABOUT 5-1/2 MILES WEST-SOUTHWEST OF NORTH
 LW3475'STONINGTON, 2 MILES NORTH-NORTHWEST OF OLD MYSTIC, 2 MILES
 LW3475'SOUTHEAST OF LEDYARD CENTER, 1/4 MILE EAST OF PUMPKIN HILL ROAD
 LW3475'AND ON PROPERTY OWNED BY THE BUDGET PLAN INCORPORATED, POST
 LW3475'OFFICE BOX B, WEATHERSFIED, CONNECTICUT.  PHONE NUMBER 563-9308.
 LW3475'
 LW3475'TO REACH THE STATION FROM THE POST OFFICE IN LEDYARD CENTER,
 LW3475'GO SOUTH AND EAST ON STATE HIGHWAY 117 FOR 0.35 MILE TO WHERE
 LW3475'HIGHWAY 117 TURNS RIGHT.  CONTINUE EAST AND SOUTHEAST ON
 LW3475'COLONEL LEDYARD HIGHWAY FOR 0.75 MILE TO GALLUP HILL ROAD
 LW3475'ON THE LEFT.  TURN LEFT AND GO EAST ON GALLUP HILL ROAD FOR 0.3
 LW3475'MILE TO A T JUNCTION AND SPICER HILL ROAD ON THE LEFT.  TURN
 LW3475'RIGHT AND GO SOUTHEASTERLY ON GALLUP HILL ROAD FOR 0.85 MILE
 LW3475'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON PUMPKIN
 LW3475'HILL ROAD FOR 0.55 MILE TO A DRIVEWAY ON THE LEFT JUST BEFORE
 LW3475'REACHING MR. W.A. PICKUPS HOME ON THE LEFT.  TURN LEFT
 LW3475'AND GO EAST ON THE DRIVEWAY (WHICH TURNS INTO A GRAVEL
 LW3475'ROAD) FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 LW3475'DESCRIBED.  CONTINUE EAST ON THE GRAVELED ROAD FOR
 LW3475'0.2 MILE TO WHERE THE GRAVELED ROAD TURNS LEFT.  TURN
 LW3475'RIGHT AND GO SOUTHEAST ON A TRACK ROAD FOR 0.05 MILE TO
 LW3475'THE STATION ON THE SUMMIT OF A SMALL HILL AS DESCRIBED.
 LW3475'
 LW3475'THE STATION MARKS ARE STANDARD DISKS STAMPED OLLIE
 LW3475'1975.  THE SURFACE MARK IS SET IN A ROUND CONCRETE CONCRETE
 LW3475'POST WHICH PROJECTS ABOUT 1-INCH ABOVE THE GROUND SURFACE AND
 LW3475'THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LW3475'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LW3475'ARE 260 FEET NORTH OF A ROCK FENCE, 227 FEET SOUTH OF A ROCK
 LW3475'FENCE, 193 FEET SOUTHEAST OF CENTER OF THE CURVE IN THE
 LW3475'GRAVELED ROAD, 101 FEET SOUTH OF A GAP IN A ROCK FENCE AND
 LW3475'15.5 FEET WEST OF A ROCK FENCE.
 LW3475'
 LW3475'REFERENCE MARK 1, STAMPED OLLIE NO 1 1975, IS A STANDARD
 LW3475'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 LW3475'2-1/2 FEET IN SIZE.  IT IS 115 FEET EAST OF CENTER OF THE
 LW3475'GRAVELED ROAD, 96 FEET SOUTH OF A ROCK FENCE, 36 FEET
 LW3475'NORTHWEST OF THE GAP IN THE ROCK FENCE, 18 FEET WEST OF A
 LW3475'ROCK FENCE AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
 LW3475'
 LW3475'REFERENCE MARK 2, STAMPED OLLIE NO 2 1975, IS A STANDARD
 LW3475'DISK CEMEMTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH PROJECTS
 LW3475'ABOUT 1 FOOT ON THE SOUTH SIDE.  IT IS 310 FEET SOUTH OF A
 LW3475'ROCK FENCE, 183 FEET NORTH OF A ROCK FENCE, 7 FEET WEST
 LW3475'OF A ROCK FENCE AND 3 FEET WEST OF A METAL WITNESS POST.
 LW3475'
 LW3475'AZIMUTH MARK, STAMPED OLLIE AZ 1975, IS A STANDARD
 LW3475'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 LW3475'CORNER OF A CONCRETE DRAINAGE BASIN.  IT IS 88 FEET NORTHEAST
 LW3475'OF THE NORTHEAST CORNER OF A CONCRETE FOUNDATION FOR A HOUSE
 LW3475'(NOT BUILT), 80 FEET NORTHWEST OF THE END OF A ROCK FENCE,
 LW3475'19 FEET SOUTH OF CENTER OF A GRAVELED ROAD AND 5 FEET SOUTH
 LW3475'OF A METAL WITNESS POST.
 LW3475'
 LW3475'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3537 ***********************************************************************
 LW3537  DESIGNATION -  ONECO
 LW3537  PID         -  LW3537
 LW3537  STATE/COUNTY-  CT/WINDHAM
 LW3537  USGS QUAD   -  ONECO (1970)
 LW3537
 LW3537                         *CURRENT SURVEY CONTROL
 LW3537  ___________________________________________________________________
 LW3537* NAD 83(1996)-  41 41 52.96922(N)    071 47 22.01476(W)     ADJUSTED  
 LW3537* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 LW3537  ___________________________________________________________________
 LW3537  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 LW3537  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW3537
 LW3537  HORZ ORDER  -  SECOND
 LW3537
 LW3537.The horizontal coordinates were established by classical geodetic methods
 LW3537.and adjusted by the National Geodetic Survey in August 1998..
 LW3537
 LW3537.The orthometric height was scaled from a topographic map.
 LW3537
 LW3537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3537
 LW3537.The geoid height was determined by GEOID03.
 LW3537
 LW3537;                    North         East     Units Scale Factor Converg.
 LW3537;SPC CT       -   248,879.309   384,755.484   MT  0.99998725   +0 38 12.8
 LW3537;SPC CT       -   816,531.53  1,262,318.62   sFT  0.99998725   +0 38 12.8
 LW3537;SPC RI       -    68,311.061    75,906.069   MT  1.00000089   -0 11 33.2
 LW3537;SPC RI       -   224,117.21    249,035.16   sFT  1.00000089   -0 11 33.2
 LW3537;UTM  19      - 4,620,011.783   267,884.881   MT  1.00026305   -1 51 23.0
 LW3537
 LW3537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3537!SPC CT       -   0.99998609  x   0.99998725  =   0.99997334
 LW3537!SPC RI       -   0.99998609  x   1.00000089  =   0.99998698
 LW3537!UTM  19      -   0.99998609  x   1.00026305  =   1.00024913
 LW3537
 LW3537:                Primary Azimuth Mark                     Grid Az
 LW3537:SPC CT       -  ONECO AZ MK                              036 20 20.3
 LW3537:SPC RI       -  ONECO AZ MK                              037 10 06.3
 LW3537:UTM  19      -  ONECO AZ MK                              038 49 56.1
 LW3537
 LW3537|---------------------------------------------------------------------|
 LW3537| PID    Reference Object                     Distance      Geod. Az  |
 LW3537|                                                           dddmmss.s |
 LW3537| CB7949 ONECO AZ MK                                        0365833.1 |
 LW3537| LW3534 HISTORIC STATE LINE MON              37.188 METERS 06703     |
 LW3537| LW3533 192                                  37.219 METERS 07031     |
 LW3537| CB7950 ONECO RM 1                          174.285 METERS 16511     |
 LW3537| LW3542 ORR                                 APPROX. 4.4 KM 2130405.9 |
 LW3537| CB7951 ONECO RM 2                          122.950 METERS 26757     |
 LW3537|---------------------------------------------------------------------|
 LW3537
 LW3537                          SUPERSEDED SURVEY CONTROL
 LW3537
 LW3537  NAD 83(1996)-  41 41 52.96817(N)    071 47 22.01461(W) AD(       ) 2
 LW3537  NAD 83(1992)-  41 41 52.96819(N)    071 47 22.01407(W) AD(       ) 2
 LW3537  NAD 83(1992)-  41 41 52.96807(N)    071 47 22.01450(W) AD(       ) 2
 LW3537  NAD 83(1986)-  41 41 52.96810(N)    071 47 22.01409(W) AD(       ) 2
 LW3537  NAD 27      -  41 41 52.60741(N)    071 47 23.75687(W) AD(       ) 2
 LW3537
 LW3537.Superseded values are not recommended for survey control.
 LW3537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3537.See file dsdata.txt to determine how the superseded data were derived.
 LW3537
 LW3537_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6788520012(NAD 83)
 LW3537_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3537+STABILITY: SURFACE MOTION
 LW3537
 LW3537  HISTORY     - Date     Condition        Report By
 LW3537  HISTORY     - 1937     MONUMENTED       CTGS
 LW3537  HISTORY     - 19961117 GOOD             USPSQD
 LW3537
 LW3537                          STATION DESCRIPTION
 LW3537
 LW3537'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3537'STATION IS ON THE NORTH EDGE OF A LARGE OPEN FIELD (ABOUT A
 LW3537'THOUSAND FOOT SQUARE).  100 FEET SOUTH BY SOUTHWEST OF INTERSECTION
 LW3537'OF ROUTES 14 AND 211.  JUST OPPOSITE (SOUTH OF CONN. STATE PARK)
 LW3537'PITCH PINE GROVE.  AND 100 FEET WEST OF CONN.-R.I. STATE
 LW3537'LINE.  STATION MARK IS STANDARD DISK STAMPED ONECO-1937, SET
 LW3537'IN SQUARE CONCRETE POST, FLUSH WITH THE GROUND, 36 FEET SOUTH
 LW3537'OF CENTER LINE OF ROUTE 211, 57.8 FEET SOUTH OF POLE NO. 7355
 LW3537'AND (NORTH SIDE OF 211)., AND 22.5 FEET SOUTHWEST OF POLE
 LW3537'NO. 7355 (STUB) AND (ON SOUTH SIDE OF ROUTE 211).
 LW3537'UNDERGROUND STATION MARK.
 LW3537'
 LW3537'HISTORIC STATE LINE MONUMENT IS 4-FOOT TRIANGULAR MONUMENT WITH
 LW3537'METAL PLATE ON SIDE, DEDICATED TO COVENTRY, ENGLAND.  (B.M. NO. 192
 LW3537'IS 10 FEET SOUTH OF THIS MONUMENT).
 LW3537'
 LW3537'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3537'SET IN CONCRETE AND IN OUTCROPPING BEDROCK, NOTES 1A, 11A, AND 12A.
 LW3537'
 LW3537'REFERENCE MARK NO. 1 IS STANDARD DISK STAMPED ONECO-1937-NO. 1
 LW3537'SET IN SQUARE CONCRETE POST ON EAST SIDE OF LARGE FIELD, 8 FEET
 LW3537'NORTH OF ROW OF 15-FOOT PINES, 571.80 FEET SOUTH-SOUTHEAST OF
 LW3537'STATION.  REFERENCE MARK NO. 2 IS STANDARD DISK STAMPED
 LW3537'ONECO-1937-NO. 2 SET IN WEST END OF 4-FOOT CONCRETE ABUTMENT, 18
 LW3537'FEET NORTH OF CENTER LINE OF ROUTE 211, 403.38 FEET WEST OF
 LW3537'STATION.
 LW3537'
 LW3537'AZIMUTH MARK IS STANDARD DISK STAMPED ONECO-1937 SET IN TOP
 LW3537'OF OUTCROPPING LEDGE, 20 FEET LONG, 10 FEET WIDE AND 4 FEET
 LW3537'HIGH, 20 FEET WEST OF BARN, 225 FEET WEST OF HOUSE, 10 FEET
 LW3537'NORTH OF WIRE FENCE (ON NORTH SIDE OF CHICKEN YARD), AND 15 FEET
 LW3537'WEST OF EAST EDGE OF LEDGE.  IT IS ABOUT 750 FEET NORTHEAST OF
 LW3537'STATION, AND 500 FEET NORTH OF ROUTE 14.  HOUSE OCCUPIED BY
 LW3537'E. THOMPSON.
 LW3537'
 LW3537'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 LW3537
 LW3537                          STATION RECOVERY (1996)
 LW3537
 LW3537'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3670 ***********************************************************************
 LX3670  DESIGNATION -  ORANGE LEE PRINT SHOP TOWER
 LX3670  PID         -  LX3670
 LX3670  STATE/COUNTY-  CT/NEW HAVEN
 LX3670  USGS QUAD   -  ANSONIA (1984)
 LX3670
 LX3670                         *CURRENT SURVEY CONTROL
 LX3670  ___________________________________________________________________
 LX3670* NAD 83(1996)-  41 15 29.32646(N)    073 00 41.48825(W)     ADJUSTED  
 LX3670* NAVD 88     -                                                        
 LX3670  ___________________________________________________________________
 LX3670  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LX3670  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX3670
 LX3670  HORZ ORDER  -  THIRD
 LX3670
 LX3670.The horizontal coordinates were established by classical geodetic methods
 LX3670.and adjusted by the National Geodetic Survey in August 1998..
 LX3670
 LX3670
 LX3670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3670
 LX3670.The geoid height was determined by GEOID03.
 LX3670
 LX3670;                    North         East     Units Scale Factor Converg.
 LX3670;SPC CT       -   199,611.991   282,883.420   MT  0.99999464   -0 10 24.3
 LX3670;SPC CT       -   654,893.67    928,093.35   sFT  0.99999464   -0 10 24.3
 LX3670;SPC NY L     -   121,675.969   382,840.159   MT  1.00002022   +0 38 47.6
 LX3670;SPC NY L     -   399,198.57  1,256,034.75   sFT  1.00002022   +0 38 47.6
 LX3670;UTM  18      - 4,569,321.069   666,584.073   MT  0.99994153   +1 18 41.8
 LX3670
 LX3670                          SUPERSEDED SURVEY CONTROL
 LX3670
 LX3670  NAD 83(1992)-  41 15 29.32540(N)    073 00 41.48797(W) AD(       ) 4
 LX3670  NAD 83(1986)-  41 15 29.32659(N)    073 00 41.49548(W) AD(       ) 4
 LX3670  NAD 27      -  41 15 28.97800(N)    073 00 43.11800(W) AD(       ) 3
 LX3670
 LX3670.Superseded values are not recommended for survey control.
 LX3670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3670.See file dsdata.txt to determine how the superseded data were derived.
 LX3670
 LX3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6658469321(NAD 83)
 LX3670
 LX3670  HISTORY     - Date     Condition        Report By
 LX3670  HISTORY     - 1933     MONUMENTED       CGS
 LX3670  HISTORY     - 1987     GOOD             USPSQD
 LX3670
 LX3670                          STATION DESCRIPTION
 LX3670
 LX3670'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3670'THE STATION IS THE CENTER LINE OF A 3-INCH DRAIN PIPE ON TOP OF,
 LX3670'AND ON THE NE CORNER OF, THE TOWER (90 FEET HIGH) OF THE WILSON
 LX3670'H. LEE PRINTING SHOP.  LOCATED IN THE TOWN OF ORANGE ON THE E
 LX3670'SIDE OF THE BOSTON POST ROAD (U.S. NO.1).  NO STANDARD STATION OR
 LX3670'REFERENCE MARKERS WERE INSTALLED.  PRINT SHOP IS DIRECTLY
 LX3670'OPPOSITE INTERSECTION OF ORANGE CENTER AND BOSTON POST ROADS.
 LX3670
 LX3670                          STATION RECOVERY (1987)
 LX3670
 LX3670'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAG)
 LX3670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6035 ***********************************************************************
 LX6035  DESIGNATION -  ORCHARD HILL
 LX6035  PID         -  LX6035
 LX6035  STATE/COUNTY-  CT/MIDDLESEX
 LX6035  USGS QUAD   -  DEEP RIVER (1971)
 LX6035
 LX6035                         *CURRENT SURVEY CONTROL
 LX6035  ___________________________________________________________________
 LX6035* NAD 83(1996)-  41 27 46.14364(N)    072 29 01.21149(W)     ADJUSTED  
 LX6035* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 LX6035  ___________________________________________________________________
 LX6035  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 LX6035  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6035
 LX6035  HORZ ORDER  -  THIRD
 LX6035
 LX6035.The horizontal coordinates were established by classical geodetic methods
 LX6035.and adjusted by the National Geodetic Survey in August 1998..
 LX6035
 LX6035.The orthometric height was scaled from a topographic map.
 LX6035
 LX6035.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6035
 LX6035.The geoid height was determined by GEOID03.
 LX6035
 LX6035;                    North         East     Units Scale Factor Converg.
 LX6035;SPC CT       -   222,343.836   327,050.477   MT  0.99998390   +0 10 35.7
 LX6035;SPC CT       -   729,473.07  1,072,998.11   sFT  0.99998390   +0 10 35.7
 LX6035;UTM  18      - 4,593,192.868   710,148.414   MT  1.00014351   +1 40 00.3
 LX6035
 LX6035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6035!SPC CT       -   0.99998765  x   0.99998390  =   0.99997155
 LX6035!UTM  18      -   0.99998765  x   1.00014351  =   1.00013115
 LX6035
 LX6035:                Primary Azimuth Mark                     Grid Az
 LX6035:SPC CT       -  BANNER LODGE GABLE                       016 06 49.9
 LX6035:UTM  18      -  BANNER LODGE GABLE                       014 37 25.3
 LX6035
 LX6035|---------------------------------------------------------------------|
 LX6035| PID    Reference Object                     Distance      Geod. Az  |
 LX6035|                                                           dddmmss.s |
 LX6035| LX4895 BANNER LODGE GABLE                  APPROX. 6.1 KM 0161725.6 |
 LX6035| LX4902 ORCHARD MANSION BARN VENT           APPROX. 5.7 KM 0262226.5 |
 LX6035| LX6042 ELIAS GABLE                         APPROX. 2.2 KM 0312446.2 |
 LX6035| LX6009 EAST HADDAM CONG CHURCH             APPROX. 3.7 KM 0575604.4 |
 LX6035| LX6053 SKINNERS GABLE                      APPROX. 2.1 KM 0685806.3 |
 LX6035| LX6075 BRAINARDS GABLE                     APPROX. 1.8 KM 0775724.7 |
 LX6035| LX6078 BRAINARDS BARN CUPOLA               APPROX. 1.8 KM 0791442.6 |
 LX6035| LX6065 EAST HADDAM TRANSM TWR E SIDE       APPROX. 1.7 KM 0961824.8 |
 LX6035| LX6041 HADDAM VIEW TRANSM TWR W SIDE       APPROX. 1.0 KM 1013117.8 |
 LX6035| LX6066 EDKINS GABLE                        APPROX. 1.7 KM 1073705.2 |
 LX6035| LX5984 SALAMACHIS PINE                     APPROX. 4.9 KM 1101907.0 |
 LX6035| LX6057 RAYS HOUSE CUPOLA                   APPROX. 2.7 KM 1155830.1 |
 LX6035| LX6060 RAYS BARN CUPOLA                    APPROX. 2.8 KM 1171509.4 |
 LX6035| CZ6920 ORCHARD HILL RM 2                    10.750 METERS 15018     |
 LX6035| CZ6919 ORCHARD HILL RM 1                    22.420 METERS 24158     |
 LX6035| LX6130 KNOWLES HOMESTEAD CHIMNEY           APPROX. 5.4 KM 2710042.5 |
 LX6035| LX6119 ELLIS CHIMNEY                       APPROX. 3.6 KM 3244034.1 |
 LX6035| LX6862 HAMMERSETHS GABLE                   APPROX. 5.6 KM 3244219.3 |
 LX6035| LX6105 SMITHS CHIMNEY                      APPROX. 2.9 KM 3244646.5 |
 LX6035| LX6115 ELLIS BARN CUPOLA                   APPROX. 3.6 KM 3262103.8 |
 LX6035|---------------------------------------------------------------------|
 LX6035
 LX6035                          SUPERSEDED SURVEY CONTROL
 LX6035
 LX6035  NAD 83(1992)-  41 27 46.14285(N)    072 29 01.21130(W) AD(       ) 3
 LX6035  NAD 83(1986)-  41 27 46.14469(N)    072 29 01.21387(W) AD(       ) 3
 LX6035  NAD 27      -  41 27 45.78400(N)    072 29 02.91500(W) AD(       ) 3
 LX6035
 LX6035.Superseded values are not recommended for survey control.
 LX6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6035.See file dsdata.txt to determine how the superseded data were derived.
 LX6035
 LX6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1014893193(NAD 83)
 LX6035_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6035_SETTING: 66 = SET IN ROCK OUTCROP
 LX6035_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6035+STABILITY: POSITION/ELEVATION WELL
 LX6035
 LX6035  HISTORY     - Date     Condition        Report By
 LX6035  HISTORY     - 1934     MONUMENTED       CGS
 LX6035  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6035
 LX6035                          STATION DESCRIPTION
 LX6035
 LX6035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6035'THIS STATION IS ON ORCHARD, OR CREMATION, HILL JUST W OF THE OLD
 LX6035'SHAILERVILLE BAPTIST CHURCH.  THE HILL IS THE PROPERTY OF JOHN
 LX6035'SHAILER.  TO APPROACH--GO N ON ROUTE 9 FROM ITS JUNCTION WITH
 LX6035'ROUTE 80 (THE W APPROACH TO THE EAST HADDAM BRIDGE) FOR A
 LX6035'DISTANCE OF 1.5 MILES.  TURN LEFT INTO A PATH ENTERING THE FIELD
 LX6035'AT THIS POINT.  FOLLOW THIS PATH FOR 1/4 MILE TO THE EDGE
 LX6035'OF THE THICK WOODS.  THEN ALONG THE SAME ROAD FOR 250 YARDS TO
 LX6035'TOP OF THE HILL.  THE STATION IS SET IN THE OUTCROPPING LEDGE
 LX6035'AT THE HIGHEST POINT ON THE HILL.  ABOUT 30 METERS E OF THE
 LX6035'STATION ARE TRACES OF AN OLD FENCE ENCLOSING AN ABANDONED
 LX6035'ROADWAY 15 METERS WIDE.  THE LEDGE CARRYING THE STATION IS
 LX6035'CONSIDERABLY BROKEN UP, THE MARK BEING IN A FRAGMENT SET
 LX6035'EDGEWISE ABOUT 4 FEET LONG AND 2 FEET WIDE.  IT PROJECTS
 LX6035'ABOUT 18 INCHES ABOVE GROUND.
 LX6035'
 LX6035'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6035'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE
 LX6035'MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS
 LX6035'SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX6035'
 LX6035'REFERENCE MARK NO.1 IS IN A SMOOTH FLUSH OUTCROPPING ON THE
 LX6035'WESTERLY SLOPE OF THE HILL.  IT BEARS S 75 DEG W (MAGNETIC).
 LX6035'
 LX6035'REFERENCE MARK NO.2 IS IN A FLAT OUTCROP, 4 BY 1-1/2 FEET,
 LX6035'FLUSH.  IT BEARS S 15 DEG E (MAGNETIC).
 LX6035'
 LX6035'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6035
 LX6035                          STATION RECOVERY (1948)
 LX6035
 LX6035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6035'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4902 ***********************************************************************
 LX4902  DESIGNATION -  ORCHARD MANSION BARN VENT
 LX4902  PID         -  LX4902
 LX4902  STATE/COUNTY-  CT/MIDDLESEX
 LX4902  USGS QUAD   -  MOODUS (1984)
 LX4902
 LX4902                         *CURRENT SURVEY CONTROL
 LX4902  ___________________________________________________________________
 LX4902* NAD 83(1996)-  41 30 31.98689(N)    072 27 11.80573(W)     ADJUSTED  
 LX4902* NAVD 88     -                                                        
 LX4902  ___________________________________________________________________
 LX4902  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX4902  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX4902
 LX4902  HORZ ORDER  -  THIRD
 LX4902
 LX4902.The horizontal coordinates were established by classical geodetic methods
 LX4902.and adjusted by the National Geodetic Survey in August 1998..
 LX4902
 LX4902
 LX4902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4902
 LX4902.The geoid height was determined by GEOID03.
 LX4902
 LX4902;                    North         East     Units Scale Factor Converg.
 LX4902;SPC CT       -   227,468.410   329,571.795   MT  0.99998323   +0 11 48.3
 LX4902;SPC CT       -   746,285.94  1,081,270.13   sFT  0.99998323   +0 11 48.3
 LX4902;UTM  18      - 4,598,382.171   712,535.940   MT  1.00015593   +1 41 18.4
 LX4902
 LX4902                          SUPERSEDED SURVEY CONTROL
 LX4902
 LX4902  NAD 83(1992)-  41 30 31.98616(N)    072 27 11.80552(W) AD(       ) 4
 LX4902  NAD 83(1986)-  41 30 31.98786(N)    072 27 11.80791(W) AD(       ) 4
 LX4902  NAD 27      -  41 30 31.63400(N)    072 27 13.51200(W) AD(       ) 3
 LX4902
 LX4902.Superseded values are not recommended for survey control.
 LX4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4902.See file dsdata.txt to determine how the superseded data were derived.
 LX4902
 LX4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1253698382(NAD 83)
 LX4902
 LX4902  HISTORY     - Date     Condition        Report By
 LX4902  HISTORY     - 1934     MONUMENTED       CGS
 LX4902  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 LX4902
 LX4902                          STATION DESCRIPTION
 LX4902
 LX4902'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4902'THIS BARN IS ON THE FARM OF MORRIS MAYER, CALLED ORCHARD MANSION,
 LX4902'ON THE MOODUS-NORTH MOODUS ROAD.  THE BARN IS A LARGE HIP-ROOFED
 LX4902'STRUCTURE WHICH IS LOCATED WELL BACK FROM THE MAIN HIGHWAY.
 LX4902'
 LX4902'THERE IS A METAL VENTILATING CUPOLA IN THE MIDDLE OF THE
 LX4902'VARI-COLORED COMPOSITION SHINGLE BARN ROOF.  THE CUPOLA HAS A
 LX4902'SMALL WEATHER VANE AT THE APEX.  THERE IS ALSO A SQUARE, WOOD,
 LX4902'SHINGLED VENTILATOR NEARER THE NORTHERLY END OF THE BARN AND IN
 LX4902'ITS WESTERLY ROOF.
 LX4902'
 LX4902'CENTER IS THE APEX OF THE METAL VENTILATOR.
 LX4902
 LX4902                          STATION RECOVERY (1997)
 LX4902
 LX4902'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX4902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3542 ***********************************************************************
 LW3542  DESIGNATION -  ORR
 LW3542  PID         -  LW3542
 LW3542  STATE/COUNTY-  CT/WINDHAM
 LW3542  USGS QUAD   -  ONECO (1970)
 LW3542
 LW3542                         *CURRENT SURVEY CONTROL
 LW3542  ___________________________________________________________________
 LW3542* NAD 83(1996)-  41 39 52.34424(N)    071 49 06.74230(W)     ADJUSTED  
 LW3542* NAVD 88     -       182.5    (meters)     599.     (feet)  VERTCON   
 LW3542  ___________________________________________________________________
 LW3542  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LW3542  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LW3542
 LW3542  HORZ ORDER  -  FIRST
 LW3542
 LW3542.The horizontal coordinates were established by classical geodetic methods
 LW3542.and adjusted by the National Geodetic Survey in August 1998..
 LW3542
 LW3542.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3542
 LW3542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3542
 LW3542.The geoid height was determined by GEOID03.
 LW3542
 LW3542;                    North         East     Units Scale Factor Converg.
 LW3542;SPC CT       -   245,131.547   382,374.203   MT  0.99998574   +0 37 03.4
 LW3542;SPC CT       -   804,235.75  1,254,506.03   sFT  0.99998574   +0 37 03.4
 LW3542;SPC RI       -    64,598.105    73,470.750   MT  1.00000241   -0 12 42.3
 LW3542;SPC RI       -   211,935.62    241,045.29   sFT  1.00000241   -0 12 42.3
 LW3542;UTM  19      - 4,616,370.101   265,342.133   MT  1.00027767   -1 52 28.3
 LW3542
 LW3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3542!SPC CT       -   0.99997611  x   0.99998574  =   0.99996185
 LW3542!SPC RI       -   0.99997611  x   1.00000241  =   0.99997852
 LW3542!UTM  19      -   0.99997611  x   1.00027767  =   1.00025377
 LW3542
 LW3542|---------------------------------------------------------------------|
 LW3542| PID    Reference Object                     Distance      Geod. Az  |
 LW3542|                                                           dddmmss.s |
 LW3542| CB7953 ORR RM 1                             49.362 METERS 00335     |
 LW3542| LW3536 GIBSON                              APPROX. 7.1 KM 0194212.7 |
 LW3542| LW3538 EKNOK CONG CHURCH SPIRE             APPROX. 3.3 KM 2245527.4 |
 LW3542| CB7954 ORR RM 2                             49.688 METERS 25336     |
 LW3542| LW3539 STERLING CONG CHURCH SPIRE          APPROX. 3.8 KM 3213315.4 |
 LW3542| CB7952 ORR AZ MK                                          3330059.4 |
 LW3542|---------------------------------------------------------------------|
 LW3542
 LW3542                          SUPERSEDED SURVEY CONTROL
 LW3542
 LW3542  NAD 83(1996)-  41 39 52.34330(N)    071 49 06.74194(W) AD(       ) 1
 LW3542  NAD 83(1992)-  41 39 52.34317(N)    071 49 06.74164(W) AD(       ) 1
 LW3542  NAD 83(1992)-  41 39 52.34301(N)    071 49 06.74217(W) AD(       ) 1
 LW3542  NAD 83(1986)-  41 39 52.34304(N)    071 49 06.74189(W) AD(       ) 1
 LW3542  NAD 27      -  41 39 51.98292(N)    071 49 08.48281(W) AD(       ) 1
 LW3542  NGVD 29 (07/19/86)  182.7    (m)          599.     (f) VERT ANG       
 LW3542
 LW3542.Superseded values are not recommended for survey control.
 LW3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3542.See file dsdata.txt to determine how the superseded data were derived.
 LW3542
 LW3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6534216370(NAD 83)
 LW3542_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3542_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3542+STABILITY: SURFACE MOTION
 LW3542
 LW3542  HISTORY     - Date     Condition        Report By
 LW3542  HISTORY     - 1937     MONUMENTED       CTGS
 LW3542  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LW3542  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3542
 LW3542                          STATION DESCRIPTION
 LW3542
 LW3542'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3542'STATION IS ON THE LAND OF CHARLES ORR, ABOUT 2 MILES SOUTHWEST OF
 LW3542'ONECO, IN A ROCKY PASTURE, 200 FEET SQUARE, BOUNDED ON EAST AND
 LW3542'WEST BY STONEWALLS, AND NORTH AND SOUTH BY WIRE FENCES.  STATION
 LW3542'IS STANDARD DISK STAMPED ORR-1937 SET IN CONCRETE POST, FLUSH WITH
 LW3542'GROUND, 54 FEET NORTH OF SOUTH PASTURE BOUND (WIRE FENCE) AND 40
 LW3542'FEET EAST OF WEST BOUND (STONE-WALL).  THE CENTER OF THE PASTURE
 LW3542'IS 250 FEET SOUTH OF ORRS HOUSE AND 150 FEET SOUTH OF PEACH
 LW3542'ORCHARD.  UNDERGROUND STATION.
 LW3542'
 LW3542'TO REACH FROM ONECO POST OFFICE, GO WEST ON ROUTE 211 FOR 0.25
 LW3542'MILES AND TURN LEFT (SOUTH) ON TAR ROAD (SECOND TAR ROAD ON
 LW3542'LEFT).  PROCEED SOUTH ON THIS ROAD, 1.9 MILES TO T ROAD.  TURN
 LW3542'SHARP LEFT (EAST) AND GO 600 FEET TO DIRT DRIVE ON RIGHT
 LW3542'(SOUTH).  THIS IS DRIVE TO CHARLES ORRS HOUSE WHICH IS 220 FEET
 LW3542'SOUTH OF ROAD.  DRIVE PAST ORRS HOUSE ON LEFT (EAST) (A
 LW3542'ONE-STORY FRAME HOUSE).  PROCEED SOUTH 200 FEET DOWN GRASS LANE
 LW3542'BETWEEN STONE-WALLS TO 36-INCH MAPLE ON LEFT (EAST).
 LW3542'STATION IS 175 FEET SOUTHWEST OF THIS TREE.
 LW3542'
 LW3542'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3542'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A AND 12A.
 LW3542'
 LW3542'REFERENCE MARK NO. 1 IS STANDARD DISK STAMPED ORR-1937-NO. 1
 LW3542'SET IN OUTCROPPING ROCK 4 FEET LONG, 3 FEET WIDE AND 3 INCHES ABOVE
 LW3542'THE GROUND, 161.94 FEET NORTH OF STATION, 25 FEET WEST OF EAST
 LW3542'BOUND (STONE-WALL) AND 15 FEET SOUTH OF NORTH BOUND (WIRE FENCE).
 LW3542'
 LW3542'REFERENCE MARK NO. 2 IS STANDARD DISK STAMPED ORR-1937-NO. 2 SET
 LW3542'IN OUTCROPPING ROCK 1 FOOT IN DIAMETER FLUSH WITH THE GROUND,
 LW3542'163.04 FEET WEST OF STATION, 35 FEET EAST OF WEST BOUND
 LW3542'(STONE-WALL) AND 28 FEET NORTH OF SOUTH-BOUND (WIRE FENCE).
 LW3542'
 LW3542'AZIMUTH MARK IS 720 FEET NORTHWEST OF STATION, A STANDARD DISK
 LW3542'STAMPED ORR-1937 350 FEET EAST OF CROSS-ROADS, 71 FEET SOUTH OF
 LW3542'CENTER LINE OF EAST-WEST TAR ROAD, 60 FEET WEST OF WOODS, AND 400
 LW3542'FEET NORTHWEST OF ORRS HOUSE.  DISK IS SET IN OUTCROPPING ROCK 5
 LW3542'FEET LONG, 3 FEET WIDE AND 6 INCHES ABOVE THE GROUND.
 LW3542'
 LW3542'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 LW3542
 LW3542                          STATION RECOVERY (1969)
 LW3542
 LW3542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RMB)
 LW3542'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD
 LW3542'CONDITION.  THE DISTANCE TO ALL MARKS CHECKED WITH THE PREVIOUS
 LW3542'MEASUREMENTS.  THE DIRECTION TO RM 2 CHECKED BUT THE DIRECTION
 LW3542'TO RM 1 WAS FOUND TO BE 2 MINUTES AND 5.7 SECONDS LESS THAN THE
 LW3542'PREVIOUS OBSERVATIONS.  THE DIRECTION TO THE AZIMUTH MARK WAS
 LW3542'FOUND TO BE 14.9 SECONDS SMALLER THAN THE PREVIOUS OBSERVATIONS.
 LW3542'
 LW3542'DUE TO THE VARIOUS CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3542'
 LW3542'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF GREENE, 2
 LW3542'MILES SOUTHWEST OF ONECO AND ON PROPERTY OWNED BY MR. T. ORR.
 LW3542'
 LW3542'TO REACH THE STATION FROM THE POST OFFICE ON ONECO, GO WEST ON
 LW3542'STATE HIGHWAY 14A FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LW3542'GO SOUTHERLY ON A PAVED ROAD FOR 1.8 MILES TO A SIDE ROAD
 LW3542'LEFT.  TURN LEFT AND GO EASTERLY ON BAILEY ROAD FOR 0.1 MILE TO
 LW3542'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON BAILEY ROAD
 LW3542'FOR 0.05 MILE TO A DRIVEWAY RIGHT.  TURN RIGHT AND GO SOUTH ON
 LW3542'THE DRIVEWAY FOR 0.05 MILE TO A GATE ON THE WEST SIDE OF A
 LW3542'LONG BARN.  PASS THROUGH THE GATE AND CONTINUE SOUTH
 LW3542'ACROSS A PASTURE FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 LW3542'
 LW3542'STATION MARK, A STANDARD DISK STAMPED ORR 1937 IS SET IN A ROUND
 LW3542'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LW3542'IS 97 FEET WEST OF A FENCE, 96 FEET WEST OF A METAL WITNESS POST
 LW3542'AND 57.5 FEET NORTHWEST OF A 4 TRUNK TREE.  (NOTE--1A 7A)
 LW3542'
 LW3542'RM 1, A STANDARD DISK STAMPED ORR RM 1 1937 IS SET IN A DRILL HOLE
 LW3542'IN A BOULDER WHICH PROJECTS 8 INCHES.  IT IS 79 FEET WEST OF A
 LW3542'FENCE, 56 FEET WEST OF THE SOUTHWEST CORNER OF A BARN AND 55 FEET
 LW3542'SOUTH OF A PINE TREE.  (NOTE--12C)
 LW3542'
 LW3542'RM 2, A STANDARD DISK STAMPED ORR RM 2 1937 IS SET IN A DRILL
 LW3542'HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.  IT IS 96 FEET NORTHWEST
 LW3542'OF A 10-INCH SPRUCE TREE AND 43 FEET EAST OF A ROCK
 LW3542'FENCE.  (NOTE--12C)
 LW3542'
 LW3542'AZ MK, A STANDARD DISK STAMPED ORR 1937 IS SET IN A DRILL HOLE IN
 LW3542'A BOULDER WHICH PROJECTS 8 INCHES.  IT IS 69 FEET SOUTH OF THE
 LW3542'CENTER OF BAILEY ROAD, 58 FEET EAST OF A 16-INCH OAK TREE AND
 LW3542'2.7 FEET SOUTH OF A METAL WITNESS POST.  (NOTE--17C)
 LW3542'
 LW3542'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 LW3542'
 LW3542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3542'2 MILES SOUTHWEST OF ONECO.
 LW3542
 LW3542                          STATION RECOVERY (1973)
 LW3542
 LW3542'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3542'ORR 1937 GOOD
 LW3542'
 LW3542'ORR NO. 1 1937 EXCELLENT
 LW3542'
 LW3542'ORR NO. 2 1937 EXCELLENT
 LW3542'
 LW3542'ORR AZIMUTH MARK EXCELLENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5470 ***********************************************************************
 LX5470  DESIGNATION -  OSWEG
 LX5470  PID         -  LX5470
 LX5470  STATE/COUNTY-  CT/NEW LONDON
 LX5470  USGS QUAD   -  NIANTIC (1983)
 LX5470
 LX5470                         *CURRENT SURVEY CONTROL
 LX5470  ___________________________________________________________________
 LX5470* NAD 83(1996)-  41 20 53.92729(N)    072 10 38.46834(W)     ADJUSTED  
 LX5470* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5470  ___________________________________________________________________
 LX5470  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LX5470  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5470
 LX5470  HORZ ORDER  -  SECOND
 LX5470
 LX5470.The horizontal coordinates were established by classical geodetic methods
 LX5470.and adjusted by the National Geodetic Survey in August 1998..
 LX5470
 LX5470.The orthometric height was scaled from a topographic map.
 LX5470
 LX5470.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5470
 LX5470.The geoid height was determined by GEOID03.
 LX5470
 LX5470;                    North         East     Units Scale Factor Converg.
 LX5470;SPC CT       -   209,751.451   352,724.990   MT  0.99998835   +0 22 46.9
 LX5470;SPC CT       -   688,159.55  1,157,231.90   sFT  0.99998835   +0 22 46.9
 LX5470;UTM  18      - 4,581,268.768   736,147.204   MT  1.00028635   +1 51 56.2
 LX5470
 LX5470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5470!SPC CT       -   1.00000468  x   0.99998835  =   0.99999303
 LX5470!UTM  18      -   1.00000468  x   1.00028635  =   1.00029103
 LX5470
 LX5470|---------------------------------------------------------------------|
 LX5470| PID    Reference Object                     Distance      Geod. Az  |
 LX5470|                                                           dddmmss.s |
 LX5470| CZ6922 OSWEG RM 2                           11.610 METERS 05342     |
 LX5470| CS5350 OSWEG RM 3                            8.227 METERS 18236     |
 LX5470| LX5463 GROVE                               APPROX. 1.6 KM 1970744.8 |
 LX5470| LX5465 PINE                                361.041 METERS 26151     |
 LX5470| LX5468 MINOR                               461.532 METERS 3414032.6 |
 LX5470| CZ6921 OSWEG RM 1                           13.413 METERS 35339     |
 LX5470|---------------------------------------------------------------------|
 LX5470
 LX5470                          SUPERSEDED SURVEY CONTROL
 LX5470
 LX5470  NAD 83(1992)-  41 20 53.92619(N)    072 10 38.46764(W) AD(       ) 2
 LX5470  NAD 83(1986)-  41 20 53.92751(N)    072 10 38.47210(W) AD(       ) 2
 LX5470  NAD 27      -  41 20 53.59000(N)    072 10 40.19700(W) AD(       ) 2
 LX5470
 LX5470.Superseded values are not recommended for survey control.
 LX5470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5470.See file dsdata.txt to determine how the superseded data were derived.
 LX5470
 LX5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3614781269(NAD 83)
 LX5470_MARKER: DS = TRIANGULATION STATION DISK
 LX5470_SETTING: 66 = SET IN ROCK OUTCROP
 LX5470_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5470+STABILITY: POSITION/ELEVATION WELL
 LX5470
 LX5470  HISTORY     - Date     Condition        Report By
 LX5470  HISTORY     - 1934     MONUMENTED       CGS
 LX5470  HISTORY     - 1954     GOOD             CGS
 LX5470  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5470  HISTORY     - 1985     GOOD             NGS
 LX5470
 LX5470                          STATION DESCRIPTION
 LX5470
 LX5470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5470'THE STATION IS LOCATED ON THE E BANK OF THE E FORK OF THE
 LX5470'NIANTIC RIVER OPPOSITE PINE POINT AND ON THE PROPERTY OF MR.
 LX5470'RIECK.  THE STATION IS MARKED BY A STANDARD DISC SET IN A DRILL
 LX5470'HOLE IN AN OUTCROPPING LEDGE FLUSH WITH THE GROUND AND 4 METERS
 LX5470'E OF THE HIGH WATER LINE.
 LX5470'
 LX5470'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5470'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5470'NO.1 AND NO.2 ARE STANDARD BRONZE DISCS SET IN A BOULDER.
 LX5470'
 LX5470'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LX5470'HOLES IN THE TOPS OF TWO BOULDERS EASTERLY OF THE STATION.
 LX5470'
 LX5470'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5470
 LX5470                          STATION RECOVERY (1954)
 LX5470
 LX5470'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5470'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD
 LX5470'CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.  THE DISTANCE
 LX5470'TO REFERENCE MARK 1 WAS MEASURED AND FOUND TO BE CORRECT.  THE
 LX5470'PUBLISHED DESCRIPTION IS ADEQUATE.
 LX5470'
 LX5470'STATION MARK IS STAMPED OSWEG 1934.
 LX5470'
 LX5470'REFERENCE MARK 1 IS STAMPED OSWEG NO 1 1934.
 LX5470
 LX5470                          STATION RECOVERY (1984)
 LX5470
 LX5470'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5470'OSWEG 1934 THE PROPERTY OF MR. RIECK IS NOW OWNED BY SEVERAL
 LX5470'PROPERTY OWNERS.  IN INTERVIEWING EACH, I FAILED TO LOCATE THE
 LX5470'STATION AND REFERENCE MARKS.  IN SEARCHING THE VARIOUS PROPERTIES, I
 LX5470'CAME TO THE CONCLUSION THAT THE STATION COULD BE LOST DUE TO
 LX5470'GRADING.  COULD NOT LOCATE.
 LX5470
 LX5470                          STATION RECOVERY (1985)
 LX5470
 LX5470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 LX5470'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5470'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND UNTIL AFTER REFERENCE MARK
 LX5470'3 WAS SET.  REFERENCE MARK 2 WAS FOUND COVERED OVER WITH 6 INCHES OF
 LX5470'DIRT.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT A LOWER
 LX5470'DIRECTION OF 6 MINUTES AND 9 SECONDS WAS NOTED.  ALSO THE DISTANCE
 LX5470'BETWEEN REFERENCE MARKS 1 AND 2 FAILED TO CHECK BY A LOWER VALUE OF
 LX5470'0.30 METER.  THE MARK IS IN A LAWN BUT APPEARS TO BE SOLID IN THE
 LX5470'GROUND.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.  THE
 LX5470'STATION MARK IS NOW UNDERGROUND DUE TO LANDSCAPPING BY THE PROPERTY
 LX5470'OWNER.  THE STATION MARK AND REFERENCE MARK 3 IS ON THE YOUNG
 LX5470'PROPERTY.  REFERENCE MARKS 1 AND 2 ARE ON THE ADJACENT PROPERTY TO
 LX5470'THE NORTH.  A NEW DESCRIPTION FOLLOWS.
 LX5470'
 LX5470'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF FLANDERS,
 LX5470'200 FT WEST OF NIANTIC RIVER ROAD, AND ON THE EAST BANK OF THE EAST
 LX5470'FORK OF THE NIANTIC RIVER.  IT IS ON A HIGH BANK ABOUT 10 FT ABOVE
 LX5470'THE WATER.
 LX5470'
 LX5470'OWNERSHIP--FLOYD YOUNG, 202 NIANTIC RIVER ROAD, WATERFORD, CT,
 LX5470'06385, TELEPHONE 203-443-8078.
 LX5470'
 LX5470'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX5470'U.S. HIGHWAY 1 AT FLANDERS, EXIT NUMBER 75, GO EAST AND SOUTHEAST ON
 LX5470'HIGHWAY 1, BOSTON POST ROAD FOR 2.7 KM (1.7 MI) TO A SIDE ROAD RIGHT.
 LX5470'TURN RIGHT AND GO SOUTH ON NIANTIC RIVER ROAD FOR 1.3 KM (0.8 MI) TO
 LX5470'HOUSE NUMBER 202 ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE DRIVE-
 LX5470'WAY TO THE BACK OF THE HOUSE AND THEN WALK DOWN THE HILL 80 YARDS TO
 LX5470'THE RIVER AND THE STATION.
 LX5470'
 LX5470'THE STATION IS A STANDARD NGS DISK STAMPED--OSWEG 1934--CEMENTED IN A
 LX5470'DRILL HOLE IN ROCK OUTCROP THAT IS 20 CM (8 INCHES) UNDERGROUND.
 LX5470'THE MARK IS LOCATED 11.7 M (38.5 FT) NW OF A TRIPLE TRUNKED
 LX5470'OAK TREE, 11.4 M (37.5 FT) ENE OF THE NORTHEAST CORNER OF A CONCRETE
 LX5470'SLAB LEADING DOWN TO THE WATER, 6.2 M (20.5 FT) W OF THE MOST
 LX5470'WESTERLY OAK TREE ON PROPERTY LINE, 2.0 M (6.6 FT) SW OF THE
 LX5470'SOUTHWEST CORNER OF A WOOD BOX HOLDING GRAVEL AND 0.9 M
 LX5470'(3.0 FT) S OF A SMALL CEDAR TREE.
 LX5470'
 LX5470'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--OSWEG NO 1 1934--S
 LX5470'ROCK OUTCROP OF 0.9 METERS (3.0 FT) AND 1.2 METERS 4.0 FT BELOW THE
 LX5470'STATION.
 LX5470'THE MARK IS LOCATED 9.8 M (32.0 FT) NW OF A 24-INCH OAK TREE
 LX5470'4.6 M (15.0 FT) SW OF THE SOUTHWEST CORNER OF A STONE
 LX5470'BARBECUE GRILL, 2.6 M (8.5 FT) SW OF A 14-INCH OAK TREE,
 LX5470'AND 1.1 M (3.5 FT) E OF THE EAST SIDE OF A BOARD WALKWAY.
 LX5470'
 LX5470'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED--OSWEG NO 2
 LX5470'1934--CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS 15 CM
 LX5470'(6 INCHES) UNDERGROUND AND 0.6 METERS(2.0 FT)ABOVE THE STATION.
 LX5470'THE MARK IS LOCATED 20.0 M (65.5 FT) WSW OF THE SWOUTHWEST CORNER
 LX5470'OF A CONCRETE PATIO AT THE CORNER OF THE HOUSE, 13.4 M
 LX5470'(44.0 FT) SSE OF THE SOUTHEAST CORNER OF THE STONE BARBEQUE GRILL,
 LX5470'AND 4.0 M (13.0 FT) ESE OF THE 24-INCH OAK TREE.
 LX5470'
 LX5470'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--OSWEG 1934 NO 3
 LX5470'1985--SET INTO ROCK OUTCROP OF 0.9 METERS (3.0 FT) AND 0.6 METERS
 LX5470'(2.0 FT) BELOW THE STATION.
 LX5470'THE MARK IS LOCATED 11.6 M (38.0 FT) WSW OF THE TRIPLE TRUNKED OAK
 LX5470'TREE, 10.6M (34.8 FT) SW OF THE MOST WESTERLY OAK TREE
 LX5470'AND 9.5 M (31.2 FT) ESE OF THE SOUTHEAST CORNER OF THE CONCRETE
 LX5470'SLAB LEADING TO THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY3737 ***********************************************************************
 MY3737  DESIGNATION -  OWEN
 MY3737  PID         -  MY3737
 MY3737  STATE/COUNTY-  CT/WINDHAM
 MY3737  USGS QUAD   -  OXFORD (1979)
 MY3737
 MY3737                         *CURRENT SURVEY CONTROL
 MY3737  ___________________________________________________________________
 MY3737* NAD 83(1996)-  42 00 03.38217(N)    071 51 11.27328(W)     ADJUSTED  
 MY3737* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 MY3737  ___________________________________________________________________
 MY3737  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MY3737  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 MY3737
 MY3737  HORZ ORDER  -  FIRST
 MY3737
 MY3737.The horizontal coordinates were established by classical geodetic methods
 MY3737.and adjusted by the National Geodetic Survey in August 1998..
 MY3737
 MY3737.The NAVD 88 height was computed by applying the VERTCON shift value to
 MY3737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MY3737
 MY3737.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3737
 MY3737.The geoid height was determined by GEOID03.
 MY3737
 MY3737;                    North         East     Units Scale Factor Converg.
 MY3737;SPC CT       -   282,462.886   379,105.639   MT  1.00001636   +0 35 40.8
 MY3737;SPC CT       -   926,713.65  1,243,782.42   sFT  1.00001636   +0 35 40.8
 MY3737;SPC MA M     -   861,234.193   170,744.163   MT  0.99997059   -0 14 14.0
 MY3737;SPC MA M     - 2,825,565.85    560,183.14   sFT  0.99997059   -0 14 14.0
 MY3737;SPC RI       -   101,973.074    70,743.383   MT  1.00000428   -0 14 10.7
 MY3737;SPC RI       -   334,556.66    232,097.25   sFT  1.00000428   -0 14 10.7
 MY3737;UTM  19      - 4,653,819.076   263,703.543   MT  1.00028711   -1 54 36.1
 MY3737
 MY3737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3737!SPC CT       -   0.99997343  x   1.00001636  =   0.99998979
 MY3737!SPC MA M     -   0.99997343  x   0.99997059  =   0.99994402
 MY3737!SPC RI       -   0.99997343  x   1.00000428  =   0.99997771
 MY3737!UTM  19      -   0.99997343  x   1.00028711  =   1.00026053
 MY3737
 MY3737:                Primary Azimuth Mark                     Grid Az
 MY3737:SPC CT       -  WEBSTER CABLE TV MAST                    025 09 44.1
 MY3737:SPC MA M     -  WEBSTER CABLE TV MAST                    025 59 38.9
 MY3737:SPC RI       -  WEBSTER CABLE TV MAST                    025 59 35.6
 MY3737:UTM  19      -  WEBSTER CABLE TV MAST                    027 40 01.0
 MY3737
 MY3737|---------------------------------------------------------------------|
 MY3737| PID    Reference Object                     Distance      Geod. Az  |
 MY3737|                                                           dddmmss.s |
 MY3737| MY3732 WEBSTER CABLE TV MAST               APPROX. 6.8 KM 0254524.9 |
 MY3737| MY3736 5304 A PT                             9.276 METERS 14802     |
 MY3737| LW3652 5304                                APPROX. 0.9 KM 1802710.5 |
 MY3737| DA4214 OWEN RM 1                            11.248 METERS 20153     |
 MY3737| DA4215 OWEN RM 2                            13.079 METERS 30124     |
 MY3737| MY5975 B 3112                              APPROX. 0.6 KM 3561639.0 |
 MY3737| MY3733 B 3134                              267.637 METERS 35641     |
 MY3737|---------------------------------------------------------------------|
 MY3737
 MY3737                          SUPERSEDED SURVEY CONTROL
 MY3737
 MY3737  NAD 83(1996)-  42 00 03.38210(N)    071 51 11.27330(W) AD(       ) 1
 MY3737  NAD 83(1992)-  42 00 03.38168(N)    071 51 11.27246(W) AD(       ) 1
 MY3737  NAD 83(1992)-  42 00 03.38169(N)    071 51 11.27252(W) AD(       ) 1
 MY3737  NAD 83(1986)-  42 00 03.38413(N)    071 51 11.27099(W) AD(       ) 1
 MY3737  NAD 27      -  42 00 03.03221(N)    071 51 13.01096(W) AD(       ) 1
 MY3737  NGVD 29 (07/19/86)  199.0    (m)          653.     (f) VERT ANG       
 MY3737
 MY3737.Superseded values are not recommended for survey control.
 MY3737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3737.See file dsdata.txt to determine how the superseded data were derived.
 MY3737
 MY3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6370453819(NAD 83)
 MY3737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MY3737_SETTING: 66 = SET IN ROCK OUTCROP
 MY3737_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MY3737_MAGNETIC: N = NO MAGNETIC MATERIAL
 MY3737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MY3737+STABILITY: POSITION/ELEVATION WELL
 MY3737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MY3737+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 MY3737
 MY3737  HISTORY     - Date     Condition        Report By
 MY3737  HISTORY     - 1977     MONUMENTED       NGS
 MY3737  HISTORY     - 1987     GOOD             MAGS
 MY3737  HISTORY     - 20050407 GOOD             GEOCAC
 MY3737
 MY3737                          STATION DESCRIPTION
 MY3737
 MY3737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 MY3737'THE STATION IS ABOUT 2-3/4 MILES NORTH OF THOMPSON, 2-1/4
 MY3737'MILES WEST OF EAST THOMPSON, 1-1/2 MILES SOUTH OF THE
 MY3737'CONNECTICUT-MASSACHUSETTS STATE LINE AND ON ROAD
 MY3737'RIGHT-OF-WAY.
 MY3737'
 MY3737'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MY3737'200 AND 52 (EXIT 99 ON HIGHWAY 52) ABOUT 3/4 MILE NORTHWEST
 MY3737'OF THOMPSON, GO NORTH ON STATE HIGHWAY 52 FOR 2.7 MILES TO
 MY3737'THE STATION ON THE LEFT, ON THE WEST SIDE OF THE SOUTH BOUND
 MY3737'LANE OF HIGHWAY 52.
 MY3737'
 MY3737'TO REACH B 3134 CTGS FROM THE STATION, GO NORTH ALONG THE
 MY3737'WEST SIDE OF THE SOUTH BOUND LANE OF HIGHWAY 52 FOR 0.15
 MY3737'MILE TO THE MARK.
 MY3737'
 MY3737'TO REACH 5304 CTGS FROM THE STATION, GO SOUTH ON HIGHWAY 52
 MY3737'FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 MY3737'
 MY3737'STATION MARK, STAMPED---OWEN 1977---, IS A STANDARD DISK
 MY3737'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND FLUSH WITH
 MY3737'THE GROUND SURFACE.  IT IS 52 FEET SOUTHEAST OF AN 8-INCH
 MY3737'OAK TREE, 41 FEET EAST OF A 7-INCH TRIANGLE BLAZED OAK TREE,
 MY3737'21 FEET WEST OF THE EDGE OF A ROCK LEDGE, ON THE HIGHEST
 MY3737'PART OF A ROCK LEDGE AND ABOUT 50 FEET HIGHER THAN HIGHWAY 52.
 MY3737'
 MY3737'REFERENCE MARK 1, STAMPED---OWEN NO 1 1977---, IS A STANDARD
 MY3737'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND IS FLUSH
 MY3737'WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTH OF THE
 MY3737'TRIANGLE BLAZED TREE, 44 FEET NORTH OF A 10-INCH OAK TREE
 MY3737'AND 33 FEET WEST OF THE EDGE OF THE ROCK LEDGE.
 MY3737'
 MY3737'REFERENCE MARK 2, STAMPED---OWEN NO 2 1977---, IS A STANDARD
 MY3737'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND PROJECTS
 MY3737'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET WEST OF THE
 MY3737'EDGE OF THE ROCK LEDGE, 23 FEET NORTH-NORTHEAST OF THE
 MY3737'TRIANGLE BLAZED TREE AND 11 FEET EAST OF THE 8-INCH OAK TREE.
 MY3737'
 MY3737'B 3134 CTGS, STAMPED---B 3134---, IS A CONNECTICUT HIGHWAY
 MY3737'DEPARTMENT DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 MY3737'POST FLUSH WITH THE GROUND SURFACE.  IT IS 54 FEET
 MY3737'EAST OF A 15 INCH WHITE OAK TREE, 49 FEET SOUTHEAST OF THE
 MY3737'CORNER OF A CULVERT, 34 FEET WEST OF THE CENTER OF THE
 MY3737'SOUTH BOUND SIDE OF HIGHWAY 52 AND 22.5 FEET SOUTH OF THE
 MY3737'CENTER OF A CATCH BASIN.
 MY3737'
 MY3737'5304 CTGS, STAMPED---5304---, IS A CONNECTICUT GEODETIC
 MY3737'SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 MY3737'FLUSH WITH THE GROUND SURFACE.  IT IS 255 FEET SOUTH OF A
 MY3737'LARGE HIGHWAY SIGN, 145 FEET NORTH OF A CULVERT AND 23.5 FEET
 MY3737'WEST OF THE CENTER OF THE SOUTH BOUND SIDE OF HIGHWAY 52.
 MY3737'
 MY3737'B 3134 CTGS AND 5304 CTSG WAS USED FOR AZIMUTH MARKS.
 MY3737'
 MY3737'DESCRIBED BY A.G. THACKER.
 MY3737
 MY3737                          STATION RECOVERY (1987)
 MY3737
 MY3737'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1987 (RAK)
 MY3737'THE STATION WAS RECOVERED AT THIS DATE.
 MY3737'THE STATION MARK, B3134 CTGS AND 5304 CTGS WERE ALL RECOVERED IN
 MY3737'GOOD CONDITION-870616.
 MY3737'
 MY3737'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MY3737'
 MY3737'DESCRIBED BY R.A. KELLER, MAGS.
 MY3737
 MY3737                          STATION RECOVERY (2005)
 MY3737
 MY3737'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 MY3737'FOUND THE STATION AND RM'S 1 AND 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7674 ***********************************************************************
 AC7674  SACS        -  This is a Secondary Airport Control Station.
 AC7674  DESIGNATION -  OXC A
 AC7674  PID         -  AC7674
 AC7674  STATE/COUNTY-  CT/NEW HAVEN
 AC7674  USGS QUAD   -  SOUTHBURY (1984)
 AC7674
 AC7674                         *CURRENT SURVEY CONTROL
 AC7674  ___________________________________________________________________
 AC7674* NAD 83(1996)-  41 28 16.95769(N)    073 08 05.10395(W)     ADJUSTED  
 AC7674* NAVD 88     -       206.83   (meters)     678.6    (feet)  GPS OBS   
 AC7674  ___________________________________________________________________
 AC7674  X           -   1,388,585.936 (meters)                     COMP
 AC7674  Y           -  -4,580,360.440 (meters)                     COMP
 AC7674  Z           -   4,201,908.421 (meters)                     COMP
 AC7674  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AC7674  ELLIP HEIGHT-         177.55  (meters)          (06/04/02) GPS OBS
 AC7674  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AC7674
 AC7674  HORZ ORDER  -  FIRST
 AC7674  ELLP ORDER  -  FOURTH    CLASS I
 AC7674
 AC7674.This mark is at Waterbury-Oxford Airport (OXC)
 AC7674
 AC7674.The horizontal coordinates were established by GPS observations
 AC7674.and adjusted by the National Geodetic Survey in May 2000..
 AC7674
 AC7674.The orthometric height was determined by GPS observations and a
 AC7674.high-resolution geoid model.
 AC7674
 AC7674.GPS derived orthometric heights for airport stations designated as
 AC7674.PACS or SACS are published to 2 decimal places.  This maintains
 AC7674.centimeter relative accuracy between the PACS and SACS.  It does
 AC7674.not indicate centimeter accuracy relative to other marks which are
 AC7674.part of the NAVD 88 network.
 AC7674
 AC7674.Photographs are available for this station.
 AC7674
 AC7674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7674
 AC7674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7674
 AC7674.The ellipsoidal height was determined by GPS observations
 AC7674.and is referenced to NAD 83.
 AC7674
 AC7674.The geoid height was determined by GEOID03.
 AC7674
 AC7674;                    North         East     Units Scale Factor Converg.
 AC7674;SPC CT       -   223,331.721   272,661.855   MT  0.99998373   -0 15 18.4
 AC7674;SPC CT       -   732,714.15    894,558.10   sFT  0.99998373   -0 15 18.4
 AC7674;UTM  18      - 4,592,765.795   655,750.803   MT  0.99989854   +1 14 07.8
 AC7674
 AC7674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7674!SPC CT       -   0.99997215  x   0.99998373  =   0.99995588
 AC7674!UTM  18      -   0.99997215  x   0.99989854  =   0.99987069
 AC7674
 AC7674:                Primary Azimuth Mark                     Grid Az
 AC7674:SPC CT       -  OXC ARP                                  351 01 58.9
 AC7674:UTM  18      -  OXC ARP                                  349 32 32.7
 AC7674
 AC7674|---------------------------------------------------------------------|
 AC7674| PID    Reference Object                     Distance      Geod. Az  |
 AC7674|                                                           dddmmss.s |
 AC7674| AC7673 OXC ARP                             APPROX. 1.0 KM 3504640.5 |
 AC7674|---------------------------------------------------------------------|
 AC7674
 AC7674                          SUPERSEDED SURVEY CONTROL
 AC7674
 AC7674.No superseded survey control is available for this station.
 AC7674
 AC7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5575192766(NAD 83)
 AC7674_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7674_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7674_SP_SET: DRILL HOLE CONCRETE DRAIN
 AC7674_STAMPING: OXC A 1974
 AC7674_MARK LOGO: NOS   
 AC7674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7674+STABILITY: SURFACE MOTION
 AC7674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7674+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AC7674
 AC7674  HISTORY     - Date     Condition        Report By
 AC7674  HISTORY     - 1974     MONUMENTED       NOS
 AC7674  HISTORY     - 19900630 GOOD             NGS
 AC7674  HISTORY     - 19990930 GOOD             WOOLPT
 AC7674  HISTORY     - 20000606 GOOD             NGS
 AC7674
 AC7674                          STATION DESCRIPTION
 AC7674
 AC7674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC7674'THE STATION IS LOCATED IN A CONCRETE DRAIN NEAR RUNWAY END 36.  IT IS
 AC7674'304.8 FT (92.9 M) SOUTHWEST FROM THE CENTERLINE END OF RUNWAY AND
 AC7674'127.3 FT (38.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 AC7674'PERPENDICULAR TAXIWAY.  THE STATION IS MARKED WITH A STANDARD NOS
 AC7674'DISK, STAMPED OXC-A 1974 SET IN A DRILL HOLE IN THE SOUTHWEST CORNER
 AC7674'OF THE 3 1/2 BY 4 1/2 FOOT DRAIN.
 AC7674
 AC7674                          STATION RECOVERY (1999)
 AC7674
 AC7674'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AC7674'THE STATION IS LOCATED APPROXIMATELY 13.4 KM (8.30 MI) SOUTHWEST OF
 AC7674'WATERBURY, 8.3 KM (5.15 MI) WEST OF NAUGATUCK, 6.6 KM (4.10 MI) SOUTH
 AC7674'OF MIDDLEBURY, AT THE WATERBURY-OXFORD AIRPORT.  OWNERSHIP--
 AC7674'WATERBURY-OXFORD AIRPORT, C/O MIKE OONNELL AIRPORT MANAGER,
 AC7674'WATERBURY-OXFORD AIRPORT, 300 CHRISTIAN STREET, OXFORD CT 06478, PHONE
 AC7674'NUMBER 203-264-8010, FAX NUMBER 203-262-6145.  THIS STATION REQUIRES
 AC7674'24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.
 AC7674'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 AC7674'STATE ROUTE 188 GO SOUTH ON ROUTE 188 FOR 1.15 MI (1.85 KM) TO SIDE
 AC7674'ROAD LEFT AND AN OXFORD AIRPORT SIGN, TURN LEFT (EAST) AND GO 0.95 MI
 AC7674'(1.53 KM) TO A SIDE ROAD LEFT AT A SIGN READING --EMERGENCY AND
 AC7674'AUTHORIZED VEHICLES ONLY--, TURN LEFT (NORTHEAST) AND 0.25 MI (0.40
 AC7674'KM) TO THE END OF THE ROAD AND THE AIRPORT.  THE STATION IS LOCATED IN
 AC7674'A CONCRETE DRAIN NEAR RUNWAY END 36.
 AC7674'THE STATION IS A STANDARD NOS DISK STAMPED--OXC A 1974-- SET IN A
 AC7674'DRILL HOLE IN THE SOUTHWEST CORNER OF A 3.5-FOOT BY 4.5-FOOT DRAIN.
 AC7674'THE STATION IS LOCATED 58.80 M (192.91 FT) FROM THE EASTERN-MOST
 AC7674'TAXIWAY LIGHT AT THE SOUTH END OF THE TAXIWAY ON A MAGNETIC COMPASS
 AC7674'AZIMUTH OF 250 DEGREES, 38.89 M (127.59 FT) FROM THE CENTERLINE OF
 AC7674'TAXIWAY A ON THE EAST-WEST STRETCH ON A MAGNETIC COMPASS AZIMUTH OF
 AC7674'180 DEGREES, 29.72 M (97.51 FT) FROM THE WESTERN-MOST TAXIWAY LIGHT AT
 AC7674'THESOUTH ENDOF THE TAXIWAY ON A MAGNETIC COMPASS AZIMUTH OF 165
 AC7674'DEGREES, 29.60 M (97.11 FT) FROM THE EASTERN-MOST POST OF THE WIND
 AC7674'ADVISORY SIGN ON A MAGNETIC COMPASS AZIMUTH OF 135 DEGREES, 11.12 M
 AC7674'(36.48 FT) FROM THE EASTERN-MOST POST ON THE NOISE ABATEMENT SIGN ON A
 AC7674'MAGNETIC COMPASS AZIMUTH OF 150 DEGREES.  THIS STATION IS DESIGNATED
 AC7674'AS A SECONDARY AIRPORT CONTROL STATION.
 AC7674
 AC7674                          STATION RECOVERY (2000)
 AC7674
 AC7674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DJA)
 AC7674'THE STATION IS LOCATED APPROXIMATELY 13.4 KM (8.30 MI) SOUTHWEST OF
 AC7674'WATERBURY, 8.3 KM (5.15 MI) WEST OF NAUGATUCK, 6.6 KM (4.10 MI) SOUTH
 AC7674'OF MIDDLEBURY, AT THE WATERBURY-OXFORD AIRPORT.  OWNERSHIP--
 AC7674'WATERBURY-OXFORD AIRPORT, C/O MIKE OONNELL AIRPORT MANAGER,
 AC7674'WATERBURY-OXFORD AIRPORT, 300 CHRISTIAN STREET, OXFORD CT 06478, PHONE
 AC7674'NUMBER 203-264-8010, FAX NUMBER 203-262-6145.  THIS STATION REQUIRES
 AC7674'24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.-- TO REACH THE STATION
 AC7674'FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE ROUTE 188 GO
 AC7674'SOUTH ON ROUTE 188 FOR 1.15 MI (1.85 KM) TO SIDE ROAD LEFT AND AN
 AC7674'OXFORD AIRPORT SIGN, TURN LEFT (EAST) AND GO 0.95 MI (1.53 KM) TO A
 AC7674'SIDE ROAD LEFT AT A SIGN READING --EMERGENCY AND AUTHORIZED VEHICLES
 AC7674'ONLY--, TURN LEFT (NORTHEAST) AND 0.25 MI (0.40 KM) TO THE END OF THE
 AC7674'ROAD AND THE AIRPORT.  THE STATION IS LOCATED IN A CONCRETE DRAIN NEAR
 AC7674'RUNWAY END 36.-- THE STATION IS A STANDARD NOS DISK STAMPED--OXC A
 AC7674'1974-- SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A 3.5-FOOT BY
 AC7674'4.5-FOOT DRAIN.  THE STATION IS LOCATED 58.80 M (192.91 FT) FROM THE
 AC7674'EASTERN-MOST TAXIWAY LIGHT AT THE SOUTH END OF THE TAXIWAY ON A
 AC7674'MAGNETIC COMPASS AZIMUTH OF 250 DEGREES, 38.89 M (127.59 FT) FROM THE
 AC7674'CENTERLINE OF TAXIWAY A ON THE EAST-WEST STRETCH ON A MAGNETIC COMPASS
 AC7674'AZIMUTH OF 180 DEGREES, 29.72 M (97.51 FT) FROM THE WESTERN-MOST
 AC7674'TAXIWAY LIGHT AT THESOUTH ENDOF THE TAXIWAY ON A MAGNETIC COMPASS
 AC7674'AZIMUTH OF 165 DEGREES, 29.60 M (97.11 FT) FROM THE EASTERN-MOST POST
 AC7674'OF THE WIND ADVISORY SIGN ON A MAGNETIC COMPASS AZIMUTH OF 135
 AC7674'DEGREES, 11.12 M (36.48 FT) FROM THE EASTERN-MOST POST ON THE NOISE
 AC7674'ABATEMENT SIGN ON A MAGNETIC COMPASS AZIMUTH OF 150 DEGREES.  THIS
 AC7674'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AC7673 ***********************************************************************
 AC7673  PACS        -  This is a Primary Airport Control Station.
 AC7673  DESIGNATION -  OXC ARP
 AC7673  PID         -  AC7673
 AC7673  STATE/COUNTY-  CT/NEW HAVEN
 AC7673  USGS QUAD   -  SOUTHBURY (1984)
 AC7673
 AC7673                         *CURRENT SURVEY CONTROL
 AC7673  ___________________________________________________________________
 AC7673* NAD 83(1996)-  41 28 49.92311(N)    073 08 12.22120(W)     ADJUSTED  
 AC7673* NAVD 88     -       218.39   (meters)     716.5    (feet)  GPS OBS   
 AC7673  ___________________________________________________________________
 AC7673  X           -   1,388,235.001 (meters)                     COMP
 AC7673  Y           -  -4,579,772.020 (meters)                     COMP
 AC7673  Z           -   4,202,678.086 (meters)                     COMP
 AC7673  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 AC7673  ELLIP HEIGHT-         189.12  (meters)          (06/04/02) GPS OBS
 AC7673  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AC7673
 AC7673  HORZ ORDER  -  B
 AC7673  ELLP ORDER  -  FOURTH    CLASS I
 AC7673
 AC7673.This mark is at Waterbury-Oxford Airport (OXC)
 AC7673
 AC7673.The horizontal coordinates were established by GPS observations
 AC7673.and adjusted by the National Geodetic Survey in May 2000..
 AC7673
 AC7673.The orthometric height was determined by GPS observations and a
 AC7673.high-resolution geoid model.
 AC7673
 AC7673.GPS derived orthometric heights for airport stations designated as
 AC7673.PACS or SACS are published to 2 decimal places.  This maintains
 AC7673.centimeter relative accuracy between the PACS and SACS.  It does
 AC7673.not indicate centimeter accuracy relative to other marks which are
 AC7673.part of the NAVD 88 network.
 AC7673
 AC7673.Photographs are available for this station.
 AC7673
 AC7673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7673
 AC7673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7673
 AC7673.The ellipsoidal height was determined by GPS observations
 AC7673.and is referenced to NAD 83.
 AC7673
 AC7673.The geoid height was determined by GEOID03.
 AC7673
 AC7673;                    North         East     Units Scale Factor Converg.
 AC7673;SPC CT       -   224,349.443   272,501.265   MT  0.99998357   -0 15 23.1
 AC7673;SPC CT       -   736,053.13    894,031.23   sFT  0.99998357   -0 15 23.1
 AC7673;UTM  18      - 4,593,778.908   655,563.807   MT  0.99989782   +1 14 03.9
 AC7673
 AC7673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7673!SPC CT       -   0.99997034  x   0.99998357  =   0.99995391
 AC7673!UTM  18      -   0.99997034  x   0.99989782  =   0.99986816
 AC7673
 AC7673:                Primary Azimuth Mark                     Grid Az
 AC7673:SPC CT       -  OXC A                                    171 01 58.9
 AC7673:UTM  18      -  OXC A                                    169 32 31.9
 AC7673
 AC7673|---------------------------------------------------------------------|
 AC7673| PID    Reference Object                     Distance      Geod. Az  |
 AC7673|                                                           dddmmss.s |
 AC7673| AC7674 OXC A                               APPROX. 1.0 KM 1704635.8 |
 AC7673|---------------------------------------------------------------------|
 AC7673
 AC7673                          SUPERSEDED SURVEY CONTROL
 AC7673
 AC7673.No superseded survey control is available for this station.
 AC7673
 AC7673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5556493779(NAD 83)
 AC7673_MARKER: DD = SURVEY DISK
 AC7673_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7673_SP_SET: DRILL HOLE CONCRETE DRAIN
 AC7673_STAMPING: ARP OXC 1974
 AC7673_MARK LOGO: NOS   
 AC7673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7673+STABILITY: SURFACE MOTION
 AC7673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7673+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 AC7673
 AC7673  HISTORY     - Date     Condition        Report By
 AC7673  HISTORY     - 1974     MONUMENTED       NOS
 AC7673  HISTORY     - 19900630 GOOD             NGS
 AC7673  HISTORY     - 19990930 GOOD             WOOLPT
 AC7673  HISTORY     - 20000606 GOOD             NGS
 AC7673
 AC7673                          STATION DESCRIPTION
 AC7673
 AC7673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC7673'THE STATION IS LOCATED IN THE THIRD CONCRETE DRAIN NORTH OF THE
 AC7673'PERPENDICULAR TAXIWAY LEADING TO RUNWAY 18-36 FROM THE TERMINAL AREA.
 AC7673'IT IS 286.4 FT (87.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF RUNWAY
 AC7673'18-36, 132.1 FT (40.3 M) SOUTHEAST OF TAXIWAY LIGHT T-1 91, 120.6 FT
 AC7673'(36.8 M) NORTHEAST OF TAXIWAY LIGHT T-1 90, AND 113.6 FT (34.6 M)
 AC7673'EAST-NORTHEAST OF THE CENTERLINE OF THE TAXIWAY PARALLELING RUNWAY
 AC7673'18-36.  THE STATION IS MARKED WITH A STANDARD NOS DISK, STAMPED ARP
 AC7673'OXC 1974, SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A 3 1/2 FT BY
 AC7673'4 1/2 FT DRAIN.
 AC7673
 AC7673                          STATION RECOVERY (1999)
 AC7673
 AC7673'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 AC7673'THE STATION IS LOCATED APPROXIMATELY 13.4 KM (8.30 MI) SOUTHWEST OF
 AC7673'WATERBURY, 8.3 KM (5.15 MI) WEST OF NAUGATUCK, 6.6 KM (4.10 MI) SOUTH
 AC7673'OF MIDDLEBURY, AT THE WATERBURY-OXFORD AIRPORT.  OWNERSHIP--
 AC7673'WATERBURY-OXFORD AIRPORT, C/O MIKE OONNELL AIRPORT MANAGER,
 AC7673'WATERBURY-OXFORD AIRPORT, 300 CHRISTIAN STREET, OXFORD CT 06478, PHONE
 AC7673'NUMBER 203-264-8010, FAX NUMBER 203-262-6145.  THIS STATION REQUIRES
 AC7673'24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.
 AC7673'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 AC7673'STATE ROUTE 188 NEAR GO SOUTH ON ROUTE 188 FOR 1.15 MI (1.85 KM) TO A
 AC7673'SIDE ROAD LEFT AND AN OXFORD AIRPORT SIGN, TURN LEFT (EAST) AND GO
 AC7673'0.97 MI (1.56 KM) TO A SIDE ROAD LEFT AT A SIGN READING --EMERGENCY
 AC7673'AND AURTHORIZED VEHICLES ONLY--, TURN LEFT (NORTHEAST) AND GO 0.25 MI
 AC7673'(0.40 KM) TO THE END OF THE ROAD AND THE AIRPORT.  THE STATION IS
 AC7673'LOCATED IN THE THIRD CONCRETE DRAIN NORTH OF THE PERPENDICULAR TAXIWAY
 AC7673'LEADING TO RUNWAY 18-36 FROM THE TERMINAL AREA.
 AC7673'THE STATION IS A STANDARD NOS DISK STAMPED--ARP OXC 1974-- SET IN A
 AC7673'DRILL HOLE IN THE SOUTHWEST CORNER OF A 3.5-FOOT BY 4.5-FOOT DRAIN.
 AC7673'THE STATION IS LOCATED 87.3 M (286.4 FT) WEST-SOUTHWEST OF THE
 AC7673'CENTERLINE OF RUNWAY 18-36, 40.3 M (132.2 FT) SOUTHEAST OF TAXIWAY
 AC7673'LIGHT T-1 91, 36.8 M (120.7 FT) NORTHEAST OF TAXIWAY LIGHT T-1 90,
 AC7673'34.6 M (113.5 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE TAXIWAY
 AC7673'PARALLELING RUNWAY 18-36.  THE STATION IS DESIGNATED AS THE PRIMARY
 AC7673'AIRPORT CONTROL STATION.
 AC7673
 AC7673                          STATION RECOVERY (2000)
 AC7673
 AC7673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DJA)
 AC7673'THE STATION IS LOCATED APPROXIMATELY 13.4 KM (8.30 MI) SOUTHWEST OF
 AC7673'WATERBURY, 8.3 KM (5.15 MI) WEST OF NAUGATUCK, 6.6 KM (4.10 MI) SOUTH
 AC7673'OF MIDDLEBURY, AT THE WATERBURY-OXFORD AIRPORT.  OWNERSHIP--
 AC7673'WATERBURY-OXFORD AIRPORT, C/O MIKE OONNELL AIRPORT MANAGER,
 AC7673'WATERBURY-OXFORD AIRPORT, 300 CHRISTIAN STREET, OXFORD CT 06478, PHONE
 AC7673'NUMBER 203-264-8010, FAX NUMBER 203-262-6145.  THIS STATION REQUIRES
 AC7673'24 HOUR NOTICE TO AIRPORT CONTACT FOR ACCESS.-- TO REACH THE STATION
 AC7673'FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND STATE ROUTE 188 NEAR GO
 AC7673'SOUTH ON ROUTE 188 FOR 1.15 MI (1.85 KM) TO A SIDE ROAD LEFT AND AN
 AC7673'OXFORD AIRPORT SIGN, TURN LEFT (EAST) AND GO 0.97 MI (1.56 KM) TO A
 AC7673'SIDE ROAD LEFT AT A SIGN READING --EMERGENCY AND AURTHORIZED VEHICLES
 AC7673'ONLY--, TURN LEFT (NORTHEAST) AND GO 0.25 MI (0.40 KM) TO THE END OF
 AC7673'THE ROAD AND THE AIRPORT.  THE STATION IS LOCATED IN THE THIRD
 AC7673'CONCRETE DRAIN NORTH OF THE PERPENDICULAR TAXIWAY LEADING TO RUNWAY
 AC7673'18-36 FROM THE TERMINAL AREA.-- THE STATION IS A STANDARD NOS DISK
 AC7673'STAMPED--ARP OXC 1974-- SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 AC7673'A 3.5-FOOT BY 4.5-FOOT DRAIN.  THE STATION IS LOCATED 87.3 M (286.4
 AC7673'FT) WEST-SOUTHWEST OF THE CENTERLINE OF RUNWAY 18-36, 40.3 M (132.2
 AC7673'FT) SOUTHEAST OF TAXIWAY LIGHT T-1 91, 36.8 M (120.7 FT) NORTHEAST OF
 AC7673'TAXIWAY LIGHT T-1 90, 34.6 M (113.5 FT) EAST-NORTHEAST OF THE
 AC7673'CENTERLINE OF THE TAXIWAY PARALLELING RUNWAY 18-36.  THE STATION IS
 AC7673'DESIGNATED AS THE PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7606 ***********************************************************************
 LX7606  DESIGNATION -  OXFORD LOT
 LX7606  PID         -  LX7606
 LX7606  STATE/COUNTY-  CT/NEW HAVEN
 LX7606  USGS QUAD   -  SOUTHBURY (1984)
 LX7606
 LX7606                         *CURRENT SURVEY CONTROL
 LX7606  ___________________________________________________________________
 LX7606* NAD 83(1996)-  41 24 43.43948(N)    073 07 46.25219(W)     ADJUSTED  
 LX7606* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX7606  ___________________________________________________________________
 LX7606  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LX7606  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7606
 LX7606  HORZ ORDER  -  THIRD
 LX7606
 LX7606.The horizontal coordinates were established by classical geodetic methods
 LX7606.and adjusted by the National Geodetic Survey in August 1998..
 LX7606
 LX7606.The orthometric height was scaled from a topographic map.
 LX7606
 LX7606.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7606
 LX7606.The geoid height was determined by GEOID03.
 LX7606
 LX7606;                    North         East     Units Scale Factor Converg.
 LX7606;SPC CT       -   216,742.770   273,070.342   MT  0.99998538   -0 15 05.9
 LX7606;SPC CT       -   711,096.90    895,898.28   sFT  0.99998538   -0 15 05.9
 LX7606;UTM  18      - 4,586,190.250   656,330.419   MT  0.99990077   +1 14 15.1
 LX7606
 LX7606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7606!SPC CT       -   1.00000465  x   0.99998538  =   0.99999003
 LX7606!UTM  18      -   1.00000465  x   0.99990077  =   0.99990542
 LX7606
 LX7606                          SUPERSEDED SURVEY CONTROL
 LX7606
 LX7606  NAD 83(1992)-  41 24 43.43521(N)    073 07 46.24760(W) AD(       ) 4
 LX7606  NAD 83(1986)-  41 24 43.43491(N)    073 07 46.24955(W) AD(       ) 4
 LX7606  NAD 83(1986)-  41 24 43.43242(N)    073 07 46.25105(W) AD(       ) 4
 LX7606
 LX7606.Superseded values are not recommended for survey control.
 LX7606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7606.See file dsdata.txt to determine how the superseded data were derived.
 LX7606
 LX7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5633086190(NAD 83)
 LX7606_MARKER: 57 = LOOKOUT TOWER
 LX7606
 LX7606  HISTORY     - Date     Condition        Report By
 LX7606  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7606
 LX7606                          STATION DESCRIPTION
 LX7606
 LX7606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7606'THE STATION, OXFORD LOOKOUT TOWER, IS THE APEX OF THE ROOF
 LX7606'OF THE 4 LEGGED, UNPAINTED, 23 METERS (75 FT) TALL, STANDARD
 LX7606'CONFIGURATION STRUCTURE.
 LX7606'
 LX7606'THE STATION IS LOCATED ABOUT 7.6 KM (4.75 MI) SOUTH
 LX7606'OF THE WATERBURY-OXFORD AIRPORT, 4.8 KM (3 MI)
 LX7606'WEST-NORTHWEST OF SEYMOUR, 2.8 KM (1.75 MI)
 LX7606'SOUTHWEST OF OXFORD AND OVER TRIANGULATION STATION OXFORD
 LX7606'CTGS 1938.
 LX7606'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7606'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7606'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX7606'PHONE 203-566-4638.
 LX7606'
 LX7606'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3680 ***********************************************************************
 LX3680  DESIGNATION -  OXFORD RESET
 LX3680  PID         -  LX3680
 LX3680  STATE/COUNTY-  CT/NEW HAVEN
 LX3680  USGS QUAD   -  SOUTHBURY (1984)
 LX3680
 LX3680                         *CURRENT SURVEY CONTROL
 LX3680  ___________________________________________________________________
 LX3680* NAD 83(1996)-  41 24 43.43537(N)    073 07 46.24692(W)     ADJUSTED  
 LX3680* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 LX3680  ___________________________________________________________________
 LX3680  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LX3680  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3680
 LX3680  HORZ ORDER  -  FIRST
 LX3680
 LX3680.The horizontal coordinates were established by classical geodetic methods
 LX3680.and adjusted by the National Geodetic Survey in August 1998..
 LX3680
 LX3680.The orthometric height was scaled from a topographic map.
 LX3680
 LX3680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3680
 LX3680.The geoid height was determined by GEOID03.
 LX3680
 LX3680;                    North         East     Units Scale Factor Converg.
 LX3680;SPC CT       -   216,742.643   273,070.464   MT  0.99998538   -0 15 05.9
 LX3680;SPC CT       -   711,096.49    895,898.68   sFT  0.99998538   -0 15 05.9
 LX3680;UTM  18      - 4,586,190.126   656,330.544   MT  0.99990077   +1 14 15.1
 LX3680
 LX3680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3680!SPC CT       -   0.99996811  x   0.99998538  =   0.99995349
 LX3680!UTM  18      -   0.99996811  x   0.99990077  =   0.99986888
 LX3680
 LX3680:                Primary Azimuth Mark                     Grid Az
 LX3680:SPC CT       -  PECK HILL                                121 52 53.8
 LX3680:UTM  18      -  PECK HILL                                120 23 32.8
 LX3680
 LX3680|---------------------------------------------------------------------|
 LX3680| PID    Reference Object                     Distance      Geod. Az  |
 LX3680|                                                           dddmmss.s |
 LX3680| LX3646 PECK HILL                           APPROX. 8.4 KM 1213747.9 |
 LX3680| LX7654 OXFORD RM 2                          12.163 METERS 13447     |
 LX3680| CA9083 OXFORD RM 1                          22.343 METERS 34308     |
 LX3680|---------------------------------------------------------------------|
 LX3680
 LX3680                          SUPERSEDED SURVEY CONTROL
 LX3680
 LX3680  NAD 83(1992)-  41 24 43.43465(N)    073 07 46.24707(W) AD(       ) 1
 LX3680  NAD 83(1986)-  41 24 43.43614(N)    073 07 46.25121(W) AD(       ) 1
 LX3680  NAD 83(1986)-  41 24 43.43285(N)    073 07 46.25166(W) AD(       ) 2
 LX3680  NAD 27      -  41 24 43.08200(N)    073 07 47.86000(W) AD(       ) 2
 LX3680
 LX3680.Superseded values are not recommended for survey control.
 LX3680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3680.See file dsdata.txt to determine how the superseded data were derived.
 LX3680
 LX3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5633186190(NAD 83)
 LX3680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX3680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3680+STABILITY: SURFACE MOTION
 LX3680
 LX3680  HISTORY     - Date     Condition        Report By
 LX3680  HISTORY     - 1982     MONUMENTED       NGS
 LX3680
 LX3680                          STATION DESCRIPTION
 LX3680
 LX3680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3680'THE SURFACE STATION MARK WAS FOUND DESTROYED, THE
 LX3680'UNDERGROUND MARK WAS STILL IN PLACE.  A NEW CONCRETE
 LX3680'SURFACE MARK WAS ESTABLISHED, HOLDING THE OLD UNDERGROUND
 LX3680'POINT.  REFERENCE MARK 1 WAS RECOVERED BUT IS LEANING, A
 LX3680'LONGER DISTANCE OF 0.04 FT WAS NOTED AND VERIFIED.  REFERENCE
 LX3680'MARK 2 WAS RECOVERED IN GOOD CONDITION AND WAS USED TO BUILD
 LX3680'THE SURVEY TOWER OVER, THE STATION MARK IS LOCATED UNDER THE
 LX3680'CENTER OF THE OLD OXFORD LOOKOUT TOWER AND NOT USEABLE.  A
 LX3680'TRAVERSE TIE WAS MADE TO REFERENCE MARK 2, THE DISTANCE
 LX3680'COMPARED WITH 1941 DATA, THE DIRECTION BETWEEN REFERENCE
 LX3680'MARKS WAS SMALLER BY 18 MINUTES AND 41 SECONDS, THE DISTANCE
 LX3680'WAS SHORTER BY 0.15 FT.  FOLLOWING IS A NEW DESCRIPTION.
 LX3680'
 LX3680'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF
 LX3680'THE WATERBURY-OXFORD AIRPORT, 3.8 KM (2.4 MI) NORTH
 LX3680'FROM THE JUNCTION OF STATE HIGHWAYS 188 AND 334, 2.7 KM
 LX3680'(1.7 MI) SOUTHWEST OF OXFORD, 2.6 KM (1.6 MI) WEST OF
 LX3680'STATE HIGHWAY 67 AND NEXT TO THE OLD OXFORD LOOKOUT
 LX3680'TOWER, UNUSED AT THIS TIME.
 LX3680'OWNERSHIP--DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 LX3680'REGION 2, JUDD HILL ROAD, MIDDLEBURY CT 06762,
 LX3680'PHONE 203-758-1753.
 LX3680'
 LX3680'TO REACH THE STATION FROM OXFORD TOWN HALL AND LIBRARY
 LX3680'IN THE NORTHWEST PART OF OXFORD, GO SOUTHEAST ON STATE
 LX3680'HIGHWAY 67 FOR 0.6 KM (0.4 MI) TO A PAVED ROAD RIGHT AT
 LX3680'THE RESIDENT STATE TROOPERS OFFICE.  TURN RIGHT AND GO
 LX3680'SOUTHWEST ON GOVERNORS HILL ROAD FOR 1.9 KM (1.2 MI) TO
 LX3680'SHELTON ROAD ON THE LEFT.  TURN LEFT ON THE PAVED ROAD
 LX3680'AND GO SOUTH FOR 0.8 KM (0.5 MI) TO A DIRT ROAD LEFT AND A
 LX3680'HOUSE JUST SOUTH OF THE DIRT ROAD.  TURN LEFT AND GO EASTERLY
 LX3680'ON THE DIRT ROAD FOR 0.4 KM (0.25 MI) TO A SIDE ROAD RIGHT
 LX3680'AND THE END OF DIRT ROAD AND HOUSE EAST OF HERE.  TURN RIGHT
 LX3680'GOING SOUTH FOR 0.1 KM (0.05 MI) TO THE OLD LOOKOUT TOWER
 LX3680'AND STATION.
 LX3680'
 LX3680'THE STATION IS A STANDARD NGS DISK
 LX3680'STAMPED---OXFORD 1941 1982---,
 LX3680'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3680'FLUSH WITH GROUND.  IT IS LOCATED
 LX3680'3.83 METERS (12.5 FT) NORTHWEST FROM SOUTHEAST LEG OF AN
 LX3680'ABANDONED LOT,
 LX3680'3.76 METERS (12.4 FT) SOUTH FROM A WITNESS POST AND
 LX3680'0.4 METER (1.3 FT) SOUTHEAST FROM FROM THE NORTHWEST LEG (WITH
 LX3680'THE POWER METER) OF LOT.
 LX3680'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3680'STAMPED---OXFORD 1941---,
 LX3680'SET INTO AN IRREGULAR MASS OF CONCRETE 0.4 METER BELOW THE SURFACE.
 LX3680'
 LX3680'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3680'STAMPED---NO RM 1---,
 LX3680'THE MARK IS CEMENTED INTO A DRILL HOLE IN THE CONCRETE
 LX3680'BASE OF AN OLD FENCE POST, IT HAS BEEN HIT AND IS LEANING.
 LX3680'IT IS LOCATED 8.72 METERS (28.6 FT) NORTH FROM A TWIN-TRUNK TREE,
 LX3680'2.9 METERS (9.5 FT) NORTH-NORTHEAST FROM A GATE POST AND
 LX3680'0.09 METER (0.3 FT) SOUTH FROM A WITNESS POST.
 LX3680'MARK IS BELOW STATION 0.3 METER.
 LX3680'
 LX3680'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3680'STAMPED---NO RM 2---,
 LX3680'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3680'9.75 METERS (32.0 FT) EAST FROM A 60 CM IN DIAMETER SPRUCE TREE,
 LX3680'8.38 METERS (27.5 FT) SOUTHEAST FROM SOUTHEAST LEG OF AN
 LX3680'ABANDONED LOT.
 LX3680'6.4 METERS (21.0 FT) WEST FROM A FENCE LINE AND
 LX3680'1.07 METERS (3.5 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 LX3680'MARK IS BELOW STATION 0.4 METER.
 LX3680'
 LX3680'NO LIGHT SHOWN FROM THIS STATION.
 LX3680'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX3680'
 LX3680'DESCRIBED BY J.N. LEONHARDT, CHECKED BY J. ZABITCHUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7654 ***********************************************************************
 LX7654  DESIGNATION -  OXFORD RM 2
 LX7654  PID         -  LX7654
 LX7654  STATE/COUNTY-  CT/NEW HAVEN
 LX7654  USGS QUAD   -  SOUTHBURY (1984)
 LX7654
 LX7654                         *CURRENT SURVEY CONTROL
 LX7654  ___________________________________________________________________
 LX7654* NAD 83(1996)-  41 24 43.15764(N)    073 07 45.87520(W)     ADJUSTED  
 LX7654* NAVD 88     -       232.4    (meters)     762.     (feet)  VERTCON   
 LX7654  ___________________________________________________________________
 LX7654  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 LX7654  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7654
 LX7654  HORZ ORDER  -  FIRST
 LX7654
 LX7654.The horizontal coordinates were established by classical geodetic methods
 LX7654.and adjusted by the National Geodetic Survey in August 1998..
 LX7654
 LX7654.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7654
 LX7654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7654
 LX7654.The geoid height was determined by GEOID03.
 LX7654
 LX7654;                    North         East     Units Scale Factor Converg.
 LX7654;SPC CT       -   216,734.037   273,079.059   MT  0.99998538   -0 15 05.7
 LX7654;SPC CT       -   711,068.25    895,926.88   sFT  0.99998538   -0 15 05.7
 LX7654;UTM  18      - 4,586,181.747   656,339.359   MT  0.99990080   +1 14 15.3
 LX7654
 LX7654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7654!SPC CT       -   0.99996816  x   0.99998538  =   0.99995354
 LX7654!UTM  18      -   0.99996816  x   0.99990080  =   0.99986896
 LX7654
 LX7654|---------------------------------------------------------------------|
 LX7654| PID    Reference Object                     Distance      Geod. Az  |
 LX7654|                                                           dddmmss.s |
 LX7654| CA9083 OXFORD RM 1                          28.028 METERS 00514     |
 LX7654| LX3680 OXFORD RESET                         12.163 METERS 31447     |
 LX7654|---------------------------------------------------------------------|
 LX7654
 LX7654                          SUPERSEDED SURVEY CONTROL
 LX7654
 LX7654  NAD 83(1992)-  41 24 43.15696(N)    073 07 45.87540(W) AD(       ) 1
 LX7654  NAD 83(1986)-  41 24 43.15843(N)    073 07 45.87952(W) AD(       ) 1
 LX7654  NAD 83(1986)-  41 24 43.15496(N)    073 07 45.87971(W) AD(       ) 1
 LX7654  NGVD 29 (10/23/89)  232.7    (m)          763.     (f) VERT ANG       
 LX7654
 LX7654.Superseded values are not recommended for survey control.
 LX7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7654.See file dsdata.txt to determine how the superseded data were derived.
 LX7654
 LX7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5633986182(NAD 83)
 LX7654_MARKER: DR = REFERENCE MARK DISK
 LX7654_SETTING: 66 = SET IN ROCK OUTCROP
 LX7654_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7654+STABILITY: POSITION/ELEVATION WELL
 LX7654
 LX7654  HISTORY     - Date     Condition        Report By
 LX7654  HISTORY     - 1982     MONUMENTED       NGS
 LX7654  HISTORY     - 1983     GOOD             NGS
 LX7654
 LX7654                          STATION DESCRIPTION
 LX7654
 LX7654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7654'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTH OF
 LX7654'THE WATERBURY-OXFORD AIRPORT, 3.8 KM (2.4 MI) NORTH
 LX7654'FROM THE JUNCTION OF STATE HIGHWAYS 188 AND 334, 2.7 KM
 LX7654'(1.7 MI) SOUTHWEST OF OXFORD, 2.6 KM (1.6 MI) WEST OF
 LX7654'STATE HIGHWAY 67 AND NEXT TO THE OLD OXFORD LOOKOUT
 LX7654'TOWER, UNUSED AT THIS TIME.
 LX7654'OWNERSHIP--DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 LX7654'REGION 2, JUDD HILL ROAD, MIDDLEBURY CT 06762,
 LX7654'PHONE 203-758-1753.
 LX7654'
 LX7654'TO REACH THE STATION FROM OXFORD TOWN HALL AND LIBRARY
 LX7654'IN THE NORTHWEST PART OF OXFORD, GO SOUTHEAST ON STATE
 LX7654'HIGHWAY 67 FOR 0.6 KM (0.4 MI) TO A PAVED ROAD RIGHT AT
 LX7654'THE RESIDENT STATE TROOPERS OFFICE.  TURN RIGHT AND GO
 LX7654'SOUTHWEST ON GOVERNORS HILL ROAD FOR 1.9 KM (1.2 MI) TO
 LX7654'SHELTON ROAD ON THE LEFT.  TURN LEFT ON THE PAVED ROAD
 LX7654'AND GO SOUTH FOR 0.8 KM (0.5 MI) TO A DIRT ROAD LEFT AND A
 LX7654'HOUSE JUST SOUTH OF THE DIRT ROAD.  TURN LEFT AND GO EASTERLY
 LX7654'ON THE DIRT ROAD FOR 0.4 KM (0.25 MI) TO A SIDE ROAD RIGHT
 LX7654'AND THE END OF DIRT ROAD AND HOUSE EAST OF HERE.  TURN RIGHT
 LX7654'GOING SOUTH FOR 0.1 KM (0.05 MI) TO THE OLD LOOKOUT TOWER
 LX7654'AND STATION ON THE LEFT.
 LX7654'
 LX7654'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7654'STAMPED---NO RM 2---,
 LX7654'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7654'9.75 METER (32.0 FT) EAST FROM A 60 CM IN DIAMETER SPRUCE TREE,
 LX7654'8.38 METERS (27.5 FT) SOUTHEAST FROM SOUTHEAST LEG OF ABANDONED
 LX7654'LOT.
 LX7654'6.4 METERS (21.0 FT) WEST FROM A FENCE LINE AND
 LX7654'1.07 METERS (3.5 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 LX7654'
 LX7654'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7654'STAMPED---NO RM 1---,
 LX7654'THE MARK IS CEMENTED INTO A DRILL HOLE IN THE CONCRETE
 LX7654'BASE OF AN OLD FENCE POST, IT HAS BEEN HIT AND IS LEANING.
 LX7654'IT IS LOCATED
 LX7654'8.72 METERS (28.6 FT) NORTH FROM A TWIN-TRUNK TREE,
 LX7654'2.9 METERS (9.5 FT) NORTH-NORTHEAST FROM A GATEPOST AND
 LX7654'0.09 METER (0.3 FT) SOUTH FROM A WITNESS POST.
 LX7654'MARK IS BELOW STATION 0.3 METER.
 LX7654'
 LX7654'OXFORD           IS A STANDARD NGS DISK
 LX7654'STAMPED---OXFORD 1941 1982---,
 LX7654'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7654'FLUSH WITH GROUND.  IT IS LOCATED
 LX7654'3.83 METERS (12.55 FT) NORTHWEST FROM SOUTHEAST LEG OF AN
 LX7654'ABANDONED LOT,
 LX7654'3.76 METERS (12.35 FT) SOUTH FROM A WITNESS POST AND
 LX7654'0.4 METER (1.3 FT) SOUTHEAST FROM THE NORTHWEST LEG (WITH POWER
 LX7654'METER) OF LOT.
 LX7654'MARK IS ABOVE STATION 0.4 METERS.
 LX7654'
 LX7654'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 LX7654'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7654'
 LX7654'DESCRIBED BY J.N. LEONHARDT, CHECKED BY J. ZABITCHUCK.
 LX7654
 LX7654                          STATION RECOVERY (1983)
 LX7654
 LX7654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7654'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.
 LX7654'
 LX7654'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 LX7654'
 LX7654'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1073 ***********************************************************************
 LW1073  DESIGNATION -  P 10
 LW1073  PID         -  LW1073
 LW1073  STATE/COUNTY-  CT/WINDHAM
 LW1073  USGS QUAD   -  DANIELSON (1970)
 LW1073
 LW1073                         *CURRENT SURVEY CONTROL
 LW1073  ___________________________________________________________________
 LW1073* NAD 83(1986)-  41 50 47.     (N)    071 53 18.     (W)     SCALED    
 LW1073* NAVD 88     -        74.297  (meters)     243.76   (feet)  ADJUSTED  
 LW1073  ___________________________________________________________________
 LW1073  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LW1073  DYNAMIC HT  -          74.272 (meters)     243.67  (feet)  COMP
 LW1073  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LW1073
 LW1073  VERT ORDER  -  FIRST     CLASS II
 LW1073
 LW1073.The horizontal coordinates were scaled from a topographic map and have
 LW1073.an estimated accuracy of +/- 6 seconds.
 LW1073
 LW1073.The orthometric height was determined by differential leveling
 LW1073.and adjusted by the National Geodetic Survey in June 1991..
 LW1073
 LW1073.The geoid height was determined by GEOID03.
 LW1073
 LW1073.The dynamic height is computed by dividing the NAVD 88
 LW1073.geopotential number by the normal gravity value computed on the
 LW1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1073.degrees latitude (g = 980.6199 gals.).
 LW1073
 LW1073.The modeled gravity was interpolated from observed gravity values.
 LW1073
 LW1073;                    North         East    Units  Estimated Accuracy
 LW1073;SPC CT       -   265,270.      376,360.      MT  (+/- 180 meters Scaled)
 LW1073
 LW1073                          SUPERSEDED SURVEY CONTROL
 LW1073
 LW1073  NGVD 29 (??/??/92)   74.539  (m)          244.55   (f) ADJ UNCH    1 2
 LW1073
 LW1073.Superseded values are not recommended for survey control.
 LW1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1073.See file dsdata.txt to determine how the superseded data were derived.
 LW1073
 LW1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG602367(NAD 83)
 LW1073_MARKER: DB = BENCH MARK DISK
 LW1073_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW1073+WITH SETTING: PAVEMENT
 LW1073_STAMPING: P 10 1935
 LW1073_MARK LOGO: CGS   
 LW1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1073+STABILITY: SURFACE MOTION
 LW1073
 LW1073  HISTORY     - Date     Condition        Report By
 LW1073  HISTORY     - 1935     MONUMENTED       CGS
 LW1073  HISTORY     - 1958     GOOD             NGS
 LW1073  HISTORY     - 1984     GOOD             NGS
 LW1073  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1073  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1073
 LW1073                          STATION DESCRIPTION
 LW1073
 LW1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LW1073'AT DAYVILLE.
 LW1073'AT DAYVILLE, ABOUT 150 FEET WEST ALONG STATE HIGHWAY 101 (MAIN
 LW1073'STREET) FROM ITS CROSSING OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1073'RAILROAD, SET IN THE TOP STEP OF A STORE FRONTED BUILDING WHICH
 LW1073'IS THE SECOND BUILDING WEST OF THE RAILROAD TRACK, 20 FEET SOUTH
 LW1073'OF THE CENTER LINE OF MAIN STREET, ABOUT 1 FOOT ABOVE THE LEVEL
 LW1073'OF THE HIGHWAY.
 LW1073
 LW1073                          STATION RECOVERY (1984)
 LW1073
 LW1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1073'RECOVERED IN GOOD CONDITION.
 LW1073
 LW1073                          STATION RECOVERY (1988)
 LW1073
 LW1073'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1073'MARK NOT FOUND.
 LW1073
 LW1073                          STATION RECOVERY (1990)
 LW1073
 LW1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0748 ***********************************************************************
 LX0748  DESIGNATION -  P 11
 LX0748  PID         -  LX0748
 LX0748  STATE/COUNTY-  CT/NEW HAVEN
 LX0748  USGS QUAD   -  WATERBURY (1984)
 LX0748
 LX0748                         *CURRENT SURVEY CONTROL
 LX0748  ___________________________________________________________________
 LX0748* NAD 83(1986)-  41 30 35.     (N)    073 05 44.     (W)     SCALED    
 LX0748* NAVD 88     -       152.696  (meters)     500.97   (feet)  ADJUSTED  
 LX0748  ___________________________________________________________________
 LX0748  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX0748  DYNAMIC HT  -         152.647 (meters)     500.81  (feet)  COMP
 LX0748  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 LX0748
 LX0748  VERT ORDER  -  SECOND    CLASS 0
 LX0748
 LX0748.The horizontal coordinates were scaled from a topographic map and have
 LX0748.an estimated accuracy of +/- 6 seconds.
 LX0748
 LX0748.The orthometric height was determined by differential leveling
 LX0748.and adjusted by the National Geodetic Survey in June 1991..
 LX0748
 LX0748.The geoid height was determined by GEOID03.
 LX0748
 LX0748.The dynamic height is computed by dividing the NAVD 88
 LX0748.geopotential number by the normal gravity value computed on the
 LX0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0748.degrees latitude (g = 980.6199 gals.).
 LX0748
 LX0748.The modeled gravity was interpolated from observed gravity values.
 LX0748
 LX0748;                    North         East    Units  Estimated Accuracy
 LX0748;SPC CT       -   227,580.      275,950.      MT  (+/- 180 meters Scaled)
 LX0748
 LX0748                          SUPERSEDED SURVEY CONTROL
 LX0748
 LX0748  NGVD 29 (??/??/92)  152.979  (m)          501.90   (f) ADJ UNCH    2 0
 LX0748
 LX0748.Superseded values are not recommended for survey control.
 LX0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0748.See file dsdata.txt to determine how the superseded data were derived.
 LX0748
 LX0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL589970(NAD 83)
 LX0748_MARKER: DB = BENCH MARK DISK
 LX0748_SETTING: 80 = SET IN A BOULDER
 LX0748_SP_SET: BOULDER
 LX0748_STAMPING: P 11 1935
 LX0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0748+STABILITY: SURFACE MOTION
 LX0748
 LX0748  HISTORY     - Date     Condition        Report By
 LX0748  HISTORY     - 1935     MONUMENTED       CGS
 LX0748  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0748
 LX0748                          STATION DESCRIPTION
 LX0748
 LX0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0748'6.3 MI NE FROM SOUTHFORD.
 LX0748'ABOUT 6.3 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND
 LX0748'HARTFORD RAILROAD FROM THE STATION AT SOUTHFORD, NEW HAVEN
 LX0748'COUNTY, AT CROSSING 68.05, ABOUT 150 FEET EAST OF THE EAST RAIL,
 LX0748'45 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, IN THE TOP
 LX0748'OF A 10- BY 12-FOOT BOULDER, AND ABOUT 15 FEET HIGHER THAN THE
 LX0748'TRACK.  A STANDARD DISK, STAMPED P 11 1935.
 LX0748
 LX0748                          STATION RECOVERY (1983)
 LX0748
 LX0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0040 ***********************************************************************
 LX0040  DESIGNATION -  P 12
 LX0040  PID         -  LX0040
 LX0040  STATE/COUNTY-  CT/WINDHAM
 LX0040  USGS QUAD   -  WILLIMANTIC (1984)
 LX0040
 LX0040                         *CURRENT SURVEY CONTROL
 LX0040  ___________________________________________________________________
 LX0040* NAD 83(1986)-  41 42 08.     (N)    072 11 13.     (W)     SCALED    
 LX0040* NAVD 88     -        53.159  (meters)     174.41   (feet)  ADJUSTED  
 LX0040  ___________________________________________________________________
 LX0040  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX0040  DYNAMIC HT  -          53.141 (meters)     174.35  (feet)  COMP
 LX0040  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX0040
 LX0040  VERT ORDER  -  FIRST     CLASS II
 LX0040
 LX0040.The horizontal coordinates were scaled from a topographic map and have
 LX0040.an estimated accuracy of +/- 6 seconds.
 LX0040
 LX0040.The orthometric height was determined by differential leveling
 LX0040.and adjusted by the National Geodetic Survey in June 1991..
 LX0040
 LX0040.The geoid height was determined by GEOID03.
 LX0040
 LX0040.The dynamic height is computed by dividing the NAVD 88
 LX0040.geopotential number by the normal gravity value computed on the
 LX0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0040.degrees latitude (g = 980.6199 gals.).
 LX0040
 LX0040.The modeled gravity was interpolated from observed gravity values.
 LX0040
 LX0040;                    North         East    Units  Estimated Accuracy
 LX0040;SPC CT       -   249,050.      351,670.      MT  (+/- 180 meters Scaled)
 LX0040
 LX0040                          SUPERSEDED SURVEY CONTROL
 LX0040
 LX0040  NGVD 29 (??/??/92)   53.423  (m)          175.27   (f) ADJ UNCH    1 2
 LX0040
 LX0040.Superseded values are not recommended for survey control.
 LX0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0040.See file dsdata.txt to determine how the superseded data were derived.
 LX0040
 LX0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM340205(NAD 83)
 LX0040_MARKER: DB = BENCH MARK DISK
 LX0040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0040_SP_SET: BRIDGE ABUTMENT
 LX0040_STAMPING: P 12 1935
 LX0040_MARK LOGO: CGS   
 LX0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0040
 LX0040  HISTORY     - Date     Condition        Report By
 LX0040  HISTORY     - 1935     MONUMENTED       CGS
 LX0040  HISTORY     - 1943     GOOD             USGS
 LX0040  HISTORY     - 1984     GOOD             NGS
 LX0040  HISTORY     - 1986     GOOD             NGS
 LX0040  HISTORY     - 19961117 GOOD             USPSQD
 LX0040
 LX0040                          STATION DESCRIPTION
 LX0040
 LX0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0040'1.6 MI S FROM WILLIMANTIC.
 LX0040'ABOUT 1.6 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM
 LX0040'THE STATION AT WILLIMANTIC, WINDHAM COUNTY, ABOUT 90 FEET
 LX0040'NORTH OF MILEPOST 28, AT 30-FOOT SPAN GIRDER BRIDGE 31 1/2,
 LX0040'IN THE WEST SIDE OF THE NORTH BRIDGE SEAT, 12 FEET WEST OF THE
 LX0040'CENTER LINE OF THE MAIN TRACK, AND ABOUT 5 FEET LOWER THAN THE
 LX0040'TOP OF THE RAIL.  A STANDARD DISK, STAMPED P 12 1935.
 LX0040
 LX0040                          STATION RECOVERY (1943)
 LX0040
 LX0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0040'1.6 MILES SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0040'WILLIMANTIC, WINDHAM COUNTY, 90 FEET NORTH OF MILEPOST 28, AT 30-FOOT
 LX0040'SPAN GIRDER BRIDGE 31-1/2, IN THE WEST SIDE OF THE NORTH BRIDGE SEAT,
 LX0040'12 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT 5 FEET
 LX0040'LOWER THAN THE TOP OF THE RAIL.
 LX0040
 LX0040                          STATION RECOVERY (1984)
 LX0040
 LX0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0040'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE WITH THE
 LX0040'FOLLOWING CORRECTION, CHANGE TO REACH TO 1.6 KM (1.0 MI) SOUTHEAST
 LX0040'ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF U.S. HIGHWAY 6 IN
 LX0040'WILLIMANTIC, THENCE 0.5 KM (0.3 MI) EAST ALONG PLAINS ROAD TO THE MARK
 LX0040'ON THE LEFT.
 LX0040
 LX0040                          STATION RECOVERY (1986)
 LX0040
 LX0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0040'RECOVERED IN GOOD CONDITION.
 LX0040
 LX0040                          STATION RECOVERY (1996)
 LX0040
 LX0040'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0929 ***********************************************************************
 LX0929  DESIGNATION -  P 13
 LX0929  PID         -  LX0929
 LX0929  STATE/COUNTY-  CT/NEW HAVEN
 LX0929  USGS QUAD   -  NAUGATUCK (1984)
 LX0929
 LX0929                         *CURRENT SURVEY CONTROL
 LX0929  ___________________________________________________________________
 LX0929* NAD 83(1986)-  41 23 47.     (N)    073 04 18.     (W)     SCALED    
 LX0929* NAVD 88     -        30.442  (meters)      99.88   (feet)  ADJUSTED  
 LX0929  ___________________________________________________________________
 LX0929  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX0929  DYNAMIC HT  -          30.433 (meters)      99.85  (feet)  COMP
 LX0929  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 LX0929
 LX0929  VERT ORDER  -  FIRST     CLASS II
 LX0929
 LX0929.The horizontal coordinates were scaled from a topographic map and have
 LX0929.an estimated accuracy of +/- 6 seconds.
 LX0929
 LX0929.The orthometric height was determined by differential leveling
 LX0929.and adjusted by the National Geodetic Survey in June 1991..
 LX0929
 LX0929.The geoid height was determined by GEOID03.
 LX0929
 LX0929.The dynamic height is computed by dividing the NAVD 88
 LX0929.geopotential number by the normal gravity value computed on the
 LX0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0929.degrees latitude (g = 980.6199 gals.).
 LX0929
 LX0929.The modeled gravity was interpolated from observed gravity values.
 LX0929
 LX0929;                    North         East    Units  Estimated Accuracy
 LX0929;SPC CT       -   214,980.      277,900.      MT  (+/- 180 meters Scaled)
 LX0929
 LX0929                          SUPERSEDED SURVEY CONTROL
 LX0929
 LX0929  NGVD 29 (??/??/92)   30.753  (m)          100.90   (f) ADJ UNCH    1 2
 LX0929
 LX0929.Superseded values are not recommended for survey control.
 LX0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0929.See file dsdata.txt to determine how the superseded data were derived.
 LX0929
 LX0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL612845(NAD 83)
 LX0929_MARKER: DB = BENCH MARK DISK
 LX0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0929_SP_SET: ABUTMENT
 LX0929_STAMPING: P 13 1935
 LX0929_MARK LOGO: CGS   
 LX0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0929
 LX0929  HISTORY     - Date     Condition        Report By
 LX0929  HISTORY     - 1935     MONUMENTED       CGS
 LX0929  HISTORY     - 1982     GOOD             NGS
 LX0929  HISTORY     - 1985     GOOD             NGS
 LX0929  HISTORY     - 1988     GOOD             USPSQD
 LX0929  HISTORY     - 1988     POOR             USPSQD
 LX0929
 LX0929                          STATION DESCRIPTION
 LX0929
 LX0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0929'AT SEYMOUR.
 LX0929'AT SEYMOUR, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0929'HARTFORD RAILROAD, AT THE CROSSING OF STATE HIGHWAYS 8 AND 67,
 LX0929'AT 40-FOOT SPAN STEEL-GIRDER BRIDGE 14.54, IN THE TOP OF THE
 LX0929'WEST END OF THE SOUTH ABUTMENT, 9 FEET WEST OF THE WEST RAIL,
 LX0929'AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LX0929
 LX0929                          STATION RECOVERY (1982)
 LX0929
 LX0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0929'RECOVERED IN GOOD CONDITION.
 LX0929
 LX0929                          STATION RECOVERY (1985)
 LX0929
 LX0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0929'RECOVERED IN GOOD CONDITION.
 LX0929
 LX0929                          STATION RECOVERY (1988)
 LX0929
 LX0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0929'RECOVERED IN GOOD CONDITION.
 LX0929
 LX0929                          STATION RECOVERY (1988)
 LX0929
 LX0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX0929'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.85  (meters)                     GEOID03
 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 GEOID03.
 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_SP_SET: 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0946 ***********************************************************************
 LX0946  DESIGNATION -  P 15
 LX0946  PID         -  LX0946
 LX0946  STATE/COUNTY-  CT/FAIRFIELD
 LX0946  USGS QUAD   -  BETHEL (1984)
 LX0946
 LX0946                         *CURRENT SURVEY CONTROL
 LX0946  ___________________________________________________________________
 LX0946* NAD 83(1986)-  41 22 16.     (N)    073 24 53.     (W)     SCALED    
 LX0946* NAVD 88     -       114.269  (meters)     374.90   (feet)  POSTED    
 LX0946  ___________________________________________________________________
 LX0946  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX0946  DYNAMIC HT  -         114.230 (meters)     374.77  (feet)  COMP
 LX0946  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX0946
 LX0946  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0946
 LX0946.The horizontal coordinates were scaled from a topographic map and have
 LX0946.an estimated accuracy of +/- 6 seconds.
 LX0946
 LX0946.The orthometric height was determined by differential leveling
 LX0946.and adjusted by the National Geodetic Survey in 1992..
 LX0946.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0946.rate of 2.1 thru 3.0 mm/km.
 LX0946
 LX0946.The geoid height was determined by GEOID03.
 LX0946
 LX0946.The dynamic height is computed by dividing the NAVD 88
 LX0946.geopotential number by the normal gravity value computed on the
 LX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0946.degrees latitude (g = 980.6199 gals.).
 LX0946
 LX0946.The modeled gravity was interpolated from observed gravity values.
 LX0946
 LX0946;                    North         East    Units  Estimated Accuracy
 LX0946;SPC CT       -   212,340.      249,190.      MT  (+/- 180 meters Scaled)
 LX0946
 LX0946                          SUPERSEDED SURVEY CONTROL
 LX0946
 LX0946  NGVD 29 (??/??/92)  114.547  (m)          375.81   (f) ADJ UNCH    2 0
 LX0946
 LX0946.Superseded values are not recommended for survey control.
 LX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0946.See file dsdata.txt to determine how the superseded data were derived.
 LX0946
 LX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL325811(NAD 83)
 LX0946_MARKER: DB = BENCH MARK DISK
 LX0946_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0946+WITH SETTING: PAVEMENT
 LX0946_STAMPING: P 15 1935
 LX0946_MARK LOGO: CGS   
 LX0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0946+STABILITY: SURFACE MOTION
 LX0946
 LX0946  HISTORY     - Date     Condition        Report By
 LX0946  HISTORY     - 1935     MONUMENTED       CGS
 LX0946  HISTORY     - 1959     GOOD             NGS
 LX0946  HISTORY     - 1983     GOOD             NGS
 LX0946  HISTORY     - 1984     GOOD             NGS
 LX0946
 LX0946                          STATION DESCRIPTION
 LX0946
 LX0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0946'AT BETHEL.
 LX0946'AT BETHEL, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0946'HARTFORD RAILROAD, 460 FEET NORTH OF THE STATION, 115 FEET
 LX0946'NORTH OF THE CROSSING OF GREENWOOD AVENUE, IN THE SOUTHEAST
 LX0946'CORNER OF THE BASE OF POWER-LINE TOWER 498 W, 9 FEET WEST OF THE
 LX0946'WEST RAIL, AND LEVEL WITH THE RAIL.  A STANDARD DISK, STAMPED
 LX0946'P 15 1935.
 LX0946
 LX0946                          STATION RECOVERY (1959)
 LX0946
 LX0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 LX0946'RECOVERED IN GOOD CONDITION.
 LX0946
 LX0946                          STATION RECOVERY (1983)
 LX0946
 LX0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0946'RECOVERED IN GOOD CONDITION.
 LX0946
 LX0946                          STATION RECOVERY (1984)
 LX0946
 LX0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0946'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0204 ***********************************************************************
 LX0204  DESIGNATION -  P 16
 LX0204  PID         -  LX0204
 LX0204  STATE/COUNTY-  CT/MIDDLESEX
 LX0204  USGS QUAD   -  DEEP RIVER (1971)
 LX0204
 LX0204                         *CURRENT SURVEY CONTROL
 LX0204  ___________________________________________________________________
 LX0204* NAD 83(1986)-  41 24 58.     (N)    072 26 09.     (W)     SCALED    
 LX0204* NAVD 88     -         6.334  (meters)      20.78   (feet)  ADJUSTED  
 LX0204  ___________________________________________________________________
 LX0204  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX0204  DYNAMIC HT  -           6.332 (meters)      20.77  (feet)  COMP
 LX0204  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX0204
 LX0204  VERT ORDER  -  FIRST     CLASS II
 LX0204
 LX0204.The horizontal coordinates were scaled from a topographic map and have
 LX0204.an estimated accuracy of +/- 6 seconds.
 LX0204
 LX0204.The orthometric height was determined by differential leveling
 LX0204.and adjusted by the National Geodetic Survey in June 1991..
 LX0204
 LX0204.The geoid height was determined by GEOID03.
 LX0204
 LX0204.The dynamic height is computed by dividing the NAVD 88
 LX0204.geopotential number by the normal gravity value computed on the
 LX0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0204.degrees latitude (g = 980.6199 gals.).
 LX0204
 LX0204.The modeled gravity was interpolated from observed gravity values.
 LX0204
 LX0204;                    North         East    Units  Estimated Accuracy
 LX0204;SPC CT       -   217,170.      331,070.      MT  (+/- 180 meters Scaled)
 LX0204
 LX0204                          SUPERSEDED SURVEY CONTROL
 LX0204
 LX0204  NGVD 29 (??/??/92)    6.637  (m)           21.77   (f) ADJ UNCH    1 2
 LX0204
 LX0204.Superseded values are not recommended for survey control.
 LX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0204.See file dsdata.txt to determine how the superseded data were derived.
 LX0204
 LX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL142881(NAD 83)
 LX0204_MARKER: DB = BENCH MARK DISK
 LX0204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0204_SP_SET: HEADWALL
 LX0204_STAMPING: P 16 1935
 LX0204_MARK LOGO: CGS   
 LX0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0204+STABILITY: SURFACE MOTION
 LX0204
 LX0204  HISTORY     - Date     Condition        Report By
 LX0204  HISTORY     - 1935     MONUMENTED       CGS
 LX0204  HISTORY     - 1952     GOOD             USGS
 LX0204  HISTORY     - 1973     GOOD             CTGS
 LX0204  HISTORY     - 1984     GOOD             NGS
 LX0204  HISTORY     - 1985     GOOD             NGS
 LX0204  HISTORY     - 1986     GOOD             NGS
 LX0204  HISTORY     - 19900317 GOOD             USPSQD
 LX0204  HISTORY     - 19950730 GOOD             USPSQD
 LX0204
 LX0204                          STATION DESCRIPTION
 LX0204
 LX0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0204'AT HADLYME.
 LX0204'AT HADLYME, MIDDLESEX COUNTY, 350 FEET SOUTH OF THE NEW YORK, NEW
 LX0204'HAVEN AND HARTFORD RAILROAD STATION, AT A CONCRETE CULVERT, IN
 LX0204'THE TOP OF THE NORTHEAST CORNER OF THE EAST PARAPET WALL, 8 FEET
 LX0204'EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN
 LX0204'THE TRACK.
 LX0204
 LX0204                          STATION RECOVERY (1952)
 LX0204
 LX0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LX0204'RECOVERED IN GOOD CONDITION.
 LX0204
 LX0204                          STATION RECOVERY (1973)
 LX0204
 LX0204'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973
 LX0204'RECOVERED IN GOOD CONDITION.
 LX0204
 LX0204                          STATION RECOVERY (1984)
 LX0204
 LX0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0204'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 3.5 KM (2.2 MI)
 LX0204'NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN DEEP RIVER,
 LX0204'THENCE 0.6 KM (0.4 MI) NORTHEAST ALONG STATE HIGHWAY 148 TO THE
 LX0204'RAILROAD, THENCE 0.1 KM (0.05 MI) SOUTH ALONG THE RAILROAD TO THE MARK
 LX0204'ON THE LEFT, IN THE NORTHEAST END OF THE HEADWALL, 1.9 METERS (6.5 FT)
 LX0204'EAST OF THE EAST RAIL.
 LX0204'THE MARK IS 0.30 M BELOW RAILROAD.
 LX0204
 LX0204                          STATION RECOVERY (1985)
 LX0204
 LX0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0204'RECOVERED IN GOOD CONDITION.
 LX0204
 LX0204                          STATION RECOVERY (1986)
 LX0204
 LX0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0204'RECOVERED IN GOOD CONDITION, THE 1984 DESCRIPTION IS ADEQUATE EXCEPT
 LX0204'STATE HIGHWAY 9A IS NOW STATE HIGHWAY 154.
 LX0204
 LX0204                          STATION RECOVERY (1990)
 LX0204
 LX0204'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0204'RECOVERED IN GOOD CONDITION.
 LX0204
 LX0204                          STATION RECOVERY (1995)
 LX0204
 LX0204'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0712 ***********************************************************************
 LX0712  DESIGNATION -  P 17
 LX0712  PID         -  LX0712
 LX0712  STATE/COUNTY-  CT/LITCHFIELD
 LX0712  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0712
 LX0712                         *CURRENT SURVEY CONTROL
 LX0712  ___________________________________________________________________
 LX0712* NAD 83(1986)-  41 58 32.     (N)    073 21 25.     (W)     SCALED    
 LX0712* NAVD 88     -       195.978  (meters)     642.97   (feet)  ADJUSTED  
 LX0712  ___________________________________________________________________
 LX0712  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0712  DYNAMIC HT  -         195.911 (meters)     642.75  (feet)  COMP
 LX0712  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LX0712
 LX0712  VERT ORDER  -  SECOND    CLASS 0
 LX0712
 LX0712.The horizontal coordinates were scaled from a topographic map and have
 LX0712.an estimated accuracy of +/- 6 seconds.
 LX0712
 LX0712.The orthometric height was determined by differential leveling
 LX0712.and adjusted by the National Geodetic Survey in June 1991..
 LX0712
 LX0712.The geoid height was determined by GEOID03.
 LX0712
 LX0712.The dynamic height is computed by dividing the NAVD 88
 LX0712.geopotential number by the normal gravity value computed on the
 LX0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0712.degrees latitude (g = 980.6199 gals.).
 LX0712
 LX0712.The modeled gravity was interpolated from observed gravity values.
 LX0712
 LX0712;                    North         East    Units  Estimated Accuracy
 LX0712;SPC CT       -   279,430.      254,500.      MT  (+/- 180 meters Scaled)
 LX0712
 LX0712                          SUPERSEDED SURVEY CONTROL
 LX0712
 LX0712  NGVD 29 (??/??/92)  196.20   (m)          643.7    (f) COMPUTED    2 0
 LX0712
 LX0712.Superseded values are not recommended for survey control.
 LX0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0712.See file dsdata.txt to determine how the superseded data were derived.
 LX0712
 LX0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM361483(NAD 83)
 LX0712_MARKER: DB = BENCH MARK DISK
 LX0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0712_SP_SET: BRIDGE
 LX0712_STAMPING: P 17 1935
 LX0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0712
 LX0712  HISTORY     - Date     Condition        Report By
 LX0712  HISTORY     - 1935     MONUMENTED       CGS
 LX0712  HISTORY     - 1972     GOOD             CTGS
 LX0712
 LX0712                          STATION DESCRIPTION
 LX0712
 LX0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0712'1.9 MI N FROM FALLS VILLAGE.
 LX0712'1.9 MILES NORTH OF FALLS VILLAGE ON N.Y.N.H. AND H.R.R. 0.6
 LX0712'MILE WEST OF U.S. GYPSUM PLANT AT GRADE CROSSING 77.87,
 LX0712'TRIANGLE OF R.R., HIGHWAY AND DIRT ROAD 40 FEET WEST OF
 LX0712'TELEGRAPH POLE 753 ON 30-FOOT CONCRETE HIGHWAY POLE 753 ON
 LX0712'30-FOOT CONCRETE HIGHWAY BRIDGE ON NORTH HEADWALL, WEST END
 LX0712'140 FEET WEST OF WEST RAIL 2 FEET BELOW TOP OF RAIL.
 LX0712
 LX0712                          STATION RECOVERY (1972)
 LX0712
 LX0712'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0713 ***********************************************************************
 LX0713  DESIGNATION -  P 17 RESET
 LX0713  PID         -  LX0713
 LX0713  STATE/COUNTY-  CT/LITCHFIELD
 LX0713  USGS QUAD   -  SOUTH CANAAN (1969)
 LX0713
 LX0713                         *CURRENT SURVEY CONTROL
 LX0713  ___________________________________________________________________
 LX0713* NAD 83(1986)-  41 58 31.     (N)    073 21 24.     (W)     SCALED    
 LX0713* NAVD 88     -       196.05   (meters)     643.2    (feet)  RESET     
 LX0713  ___________________________________________________________________
 LX0713  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0713
 LX0713  VERT ORDER  -  THIRD
 LX0713
 LX0713.The horizontal coordinates were scaled from a topographic map and have
 LX0713.an estimated accuracy of +/- 6 seconds.
 LX0713
 LX0713.The orthometric height was computed from unverified reset data.
 LX0713.No vertical observational check was made to the station.
 LX0713
 LX0713.The geoid height was determined by GEOID03.
 LX0713
 LX0713;                    North         East    Units  Estimated Accuracy
 LX0713;SPC CT       -   279,400.      254,520.      MT  (+/- 180 meters Scaled)
 LX0713
 LX0713                          SUPERSEDED SURVEY CONTROL
 LX0713
 LX0713.No superseded survey control is available for this station.
 LX0713
 LX0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM361483(NAD 83)
 LX0713_MARKER: DB = BENCH MARK DISK
 LX0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0713_SP_SET: CURB
 LX0713_STAMPING: P 17 1935
 LX0713_MARK LOGO: CGS   
 LX0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0713
 LX0713  HISTORY     - Date     Condition        Report By
 LX0713  HISTORY     - 1935     MONUMENTED       CTDT
 LX0713  HISTORY     - 1984     GOOD             NGS
 LX0713
 LX0713                          STATION DESCRIPTION
 LX0713
 LX0713'DESCRIBED BY CT DEPT OF TRANSP 1935
 LX0713'1.9 MI N FROM FALLS VILLAGE.
 LX0713'1.9 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0713'RAILROAD FROM THE STATION AT FALLS VILLAGE, LITCHFIELD COUNTY,
 LX0713'0.6 MILE WEST OF A U.S. GYPSUM PLANT IN 1935, NEAR CROSSING
 LX0713'77.87, 150 FEET WEST OF THE TRACK, AT A 30-FOOT CONCRETE
 LX0713'HIGHWAY BRIDGE OVER HOLLENBECK RIVER AND IN THE TOP OF THE
 LX0713'SOUTHWEST CORNER OF THE CURB, AND INSIDE THE CURB.  A STANDARD
 LX0713'DISK, STAMPED P 17 1935.
 LX0713
 LX0713                          STATION RECOVERY (1984)
 LX0713
 LX0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0713'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0849 ***********************************************************************
 LX0849  DESIGNATION -  P 2 C OF B
 LX0849  PID         -  LX0849
 LX0849  STATE/COUNTY-  CT/FAIRFIELD
 LX0849  USGS QUAD   -  BRIDGEPORT (1984)
 LX0849
 LX0849                         *CURRENT SURVEY CONTROL
 LX0849  ___________________________________________________________________
 LX0849* NAD 83(1986)-  41 11 20.     (N)    073 12 00.     (W)     SCALED    
 LX0849* NAVD 88     -        12.613  (meters)      41.38   (feet)  POSTED    
 LX0849  ___________________________________________________________________
 LX0849  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0849  DYNAMIC HT  -          12.610 (meters)      41.37  (feet)  COMP
 LX0849  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 LX0849
 LX0849  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0849
 LX0849.The horizontal coordinates were scaled from a topographic map and have
 LX0849.an estimated accuracy of +/- 6 seconds.
 LX0849
 LX0849.The orthometric height was determined by differential leveling
 LX0849.and adjusted by the National Geodetic Survey in 1992..
 LX0849.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0849.rate of 0.0 thru 1.0 mm/km.
 LX0849
 LX0849.The geoid height was determined by GEOID03.
 LX0849
 LX0849.The dynamic height is computed by dividing the NAVD 88
 LX0849.geopotential number by the normal gravity value computed on the
 LX0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0849.degrees latitude (g = 980.6199 gals.).
 LX0849
 LX0849.The modeled gravity was interpolated from observed gravity values.
 LX0849
 LX0849;                    North         East    Units  Estimated Accuracy
 LX0849;SPC CT       -   191,990.      267,050.      MT  (+/- 180 meters Scaled)
 LX0849
 LX0849                          SUPERSEDED SURVEY CONTROL
 LX0849
 LX0849.No superseded survey control is available for this station.
 LX0849
 LX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL509612(NAD 83)
 LX0849_MARKER: Z = SEE DESCRIPTION
 LX0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0849_SP_SET: FOUNDATION
 LX0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0849
 LX0849  HISTORY     - Date     Condition        Report By
 LX0849  HISTORY     - UNK      MONUMENTED       CT0080
 LX0849  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0849
 LX0849                          STATION DESCRIPTION
 LX0849
 LX0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0849'AT BRIDGEPORT.
 LX0849'AT BRIDGEPORT, FAIRFIELD COUNTY, AT THE SOUTHEAST CORNER OF THE
 LX0849'INTERSECTION OF NORTH AND MADISON AVENUES, AT THE BRICK BUILDING
 LX0849'AT 1179 NORTH AVENUE, AT THE BASE OF THE IRON COLUMN WHICH
 LX0849'SUPPORTS THE NORTHWEST CORNER OF THE BUILDING, AND ON THE TOP
 LX0849'OF THE NORTHWEST CORNER OF THE IRON SHOE-PLATE.  A POINT ON THE
 LX0849'IRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1159 ***********************************************************************
 LX1159  DESIGNATION -  P 31
 LX1159  PID         -  LX1159
 LX1159  STATE/COUNTY-  CT/FAIRFIELD
 LX1159  USGS QUAD   -  STAMFORD (1984)
 LX1159
 LX1159                         *CURRENT SURVEY CONTROL
 LX1159  ___________________________________________________________________
 LX1159* NAD 83(1986)-  41 02 13.     (N)    073 36 57.     (W)     SCALED    
 LX1159* NAVD 88     -        35.439  (meters)     116.27   (feet)  ADJUSTED  
 LX1159  ___________________________________________________________________
 LX1159  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX1159  DYNAMIC HT  -          35.427 (meters)     116.23  (feet)  COMP
 LX1159  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LX1159
 LX1159  VERT ORDER  -  FIRST     CLASS I
 LX1159
 LX1159.The horizontal coordinates were scaled from a topographic map and have
 LX1159.an estimated accuracy of +/- 6 seconds.
 LX1159
 LX1159.The orthometric height was determined by differential leveling
 LX1159.and adjusted by the National Geodetic Survey in June 1991..
 LX1159
 LX1159.The geoid height was determined by GEOID03.
 LX1159
 LX1159.The dynamic height is computed by dividing the NAVD 88
 LX1159.geopotential number by the normal gravity value computed on the
 LX1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1159.degrees latitude (g = 980.6199 gals.).
 LX1159
 LX1159.The modeled gravity was interpolated from observed gravity values.
 LX1159
 LX1159;                    North         East    Units  Estimated Accuracy
 LX1159;SPC CT       -   175,380.      231,990.      MT  (+/- 180 meters Scaled)
 LX1159
 LX1159                          SUPERSEDED SURVEY CONTROL
 LX1159
 LX1159  NGVD 29 (??/??/92)   35.775  (m)          117.37   (f) ADJ UNCH    1 1
 LX1159
 LX1159.Superseded values are not recommended for survey control.
 LX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1159.See file dsdata.txt to determine how the superseded data were derived.
 LX1159
 LX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL163437(NAD 83)
 LX1159_MARKER: DB = BENCH MARK DISK
 LX1159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1159_SP_SET: STEP
 LX1159_STAMPING: P 31 1965
 LX1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1159
 LX1159  HISTORY     - Date     Condition        Report By
 LX1159  HISTORY     - 1965     MONUMENTED       CGS
 LX1159  HISTORY     - 1983     GOOD             NGS
 LX1159  HISTORY     - 1984     GOOD             USPSQD
 LX1159  HISTORY     - 1988     GOOD             USPSQD
 LX1159
 LX1159                          STATION DESCRIPTION
 LX1159
 LX1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1159'AT GREENWICH.
 LX1159'AT GREENWICH, ABOUT 0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM
 LX1159'ITS INTERSECTION WITH GREENWICH AVENUE, 83 YARDS EAST OF THE
 LX1159'APPROXIMATE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 1 AND OLD
 LX1159'CHURCH ROAD, SET ON THE TOP AND AT THE SOUTH END OF THE 2 ND
 LX1159'STEP FROM THE BOTTOM (STEPS CUT IN ROCK) LEADING UPHILL TO THE
 LX1159'GENERAL ISRAEL PUTNAM HISTORICAL MARKER, 10 FEET NORTH OF THE
 LX1159'NORTH CURB OF THE U.S. HIGHWAY 1 AND 1 FOOT ABOVE THE LEVEL OF
 LX1159'THE HIGHWAY.
 LX1159
 LX1159                          STATION RECOVERY (1983)
 LX1159
 LX1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1159'RECOVERED IN GOOD CONDITION.
 LX1159
 LX1159                          STATION RECOVERY (1984)
 LX1159
 LX1159'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1159'RECOVERED IN GOOD CONDITION.
 LX1159
 LX1159                          STATION RECOVERY (1988)
 LX1159
 LX1159'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0769 ***********************************************************************
 LX0769  DESIGNATION -  P 32
 LX0769  PID         -  LX0769
 LX0769  STATE/COUNTY-  CT/FAIRFIELD
 LX0769  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0769
 LX0769                         *CURRENT SURVEY CONTROL
 LX0769  ___________________________________________________________________
 LX0769* NAD 83(1986)-  41 04 05.     (N)    073 29 26.     (W)     SCALED    
 LX0769* NAVD 88     -        26.781  (meters)      87.86   (feet)  ADJUSTED  
 LX0769  ___________________________________________________________________
 LX0769  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX0769  DYNAMIC HT  -          26.772 (meters)      87.83  (feet)  COMP
 LX0769  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LX0769
 LX0769  VERT ORDER  -  FIRST     CLASS I
 LX0769
 LX0769.The horizontal coordinates were scaled from a topographic map and have
 LX0769.an estimated accuracy of +/- 6 seconds.
 LX0769
 LX0769.The orthometric height was determined by differential leveling
 LX0769.and adjusted by the National Geodetic Survey in June 1991..
 LX0769
 LX0769.The geoid height was determined by GEOID03.
 LX0769
 LX0769.The dynamic height is computed by dividing the NAVD 88
 LX0769.geopotential number by the normal gravity value computed on the
 LX0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0769.degrees latitude (g = 980.6199 gals.).
 LX0769
 LX0769.The modeled gravity was interpolated from observed gravity values.
 LX0769
 LX0769;                    North         East    Units  Estimated Accuracy
 LX0769;SPC CT       -   178,740.      242,560.      MT  (+/- 180 meters Scaled)
 LX0769
 LX0769                          SUPERSEDED SURVEY CONTROL
 LX0769
 LX0769  NGVD 29 (??/??/92)   27.118  (m)           88.97   (f) ADJ UNCH    1 1
 LX0769
 LX0769.Superseded values are not recommended for survey control.
 LX0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0769.See file dsdata.txt to determine how the superseded data were derived.
 LX0769
 LX0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL268474(NAD 83)
 LX0769_MARKER: DB = BENCH MARK DISK
 LX0769_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0769_SP_SET: ABUTMENT
 LX0769_STAMPING: P 32 1965
 LX0769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0769
 LX0769  HISTORY     - Date     Condition        Report By
 LX0769  HISTORY     - 1965     MONUMENTED       CGS
 LX0769  HISTORY     - 1983     GOOD             NGS
 LX0769  HISTORY     - 19990214 GOOD             USPSQD
 LX0769
 LX0769                          STATION DESCRIPTION
 LX0769
 LX0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0769'2 MI SW FROM DARIEN.
 LX0769'1.45 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE RAILROAD
 LX0769'OVERPASS (NY, NH AND H) AT DARIEN, THENCE 0.55 MILE NORTH ALONG
 LX0769'NOROTON AVENUE, ABOUT 0.05 MILE SOUTH OF THE NOROTON AVENUE
 LX0769'OVERPASS OVER THE NY, NH AND H RAILROAD, SET ON THE TOP OF THE
 LX0769'WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE NOROTON AVENUE
 LX0769'OVERPASS OVER THE CONNECTICUT TURNPIKE, 6.7 FEET WEST OF THE WEST
 LX0769'CURB OF THE AVENUE AND 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LX0769
 LX0769                          STATION RECOVERY (1983)
 LX0769
 LX0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0769'RECOVERED IN GOOD CONDITION.
 LX0769
 LX0769                          STATION RECOVERY (1999)
 LX0769
 LX0769'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0831 ***********************************************************************
 LX0831  DESIGNATION -  P 33
 LX0831  PID         -  LX0831
 LX0831  STATE/COUNTY-  CT/FAIRFIELD
 LX0831  USGS QUAD   -  BRIDGEPORT (1984)
 LX0831
 LX0831                         *CURRENT SURVEY CONTROL
 LX0831  ___________________________________________________________________
 LX0831* NAD 83(1986)-  41 09 00.     (N)    073 14 31.     (W)     SCALED    
 LX0831* NAVD 88     -         7.427  (meters)      24.37   (feet)  ADJUSTED  
 LX0831  ___________________________________________________________________
 LX0831  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 LX0831  DYNAMIC HT  -           7.424 (meters)      24.36  (feet)  COMP
 LX0831  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 LX0831
 LX0831  VERT ORDER  -  FIRST     CLASS I
 LX0831
 LX0831.The horizontal coordinates were scaled from a topographic map and have
 LX0831.an estimated accuracy of +/- 6 seconds.
 LX0831
 LX0831.The orthometric height was determined by differential leveling
 LX0831.and adjusted by the National Geodetic Survey in June 1991..
 LX0831
 LX0831.The geoid height was determined by GEOID03.
 LX0831
 LX0831.The dynamic height is computed by dividing the NAVD 88
 LX0831.geopotential number by the normal gravity value computed on the
 LX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0831.degrees latitude (g = 980.6199 gals.).
 LX0831
 LX0831.The modeled gravity was interpolated from observed gravity values.
 LX0831
 LX0831;                    North         East    Units  Estimated Accuracy
 LX0831;SPC CT       -   187,690.      263,510.      MT  (+/- 180 meters Scaled)
 LX0831
 LX0831                          SUPERSEDED SURVEY CONTROL
 LX0831
 LX0831  NGVD 29 (??/??/92)    7.760  (m)           25.46   (f) ADJ UNCH    1 1
 LX0831
 LX0831.Superseded values are not recommended for survey control.
 LX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0831.See file dsdata.txt to determine how the superseded data were derived.
 LX0831
 LX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL475568(NAD 83)
 LX0831_MARKER: DB = BENCH MARK DISK
 LX0831_SETTING: 66 = SET IN ROCK OUTCROP
 LX0831_SP_SET: ROCK CUT
 LX0831_STAMPING: P 33 1965
 LX0831_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0831+STABILITY: POSITION/ELEVATION WELL
 LX0831
 LX0831  HISTORY     - Date     Condition        Report By
 LX0831  HISTORY     - 1965     MONUMENTED       CGS
 LX0831  HISTORY     - 1982     GOOD             NGS
 LX0831  HISTORY     - 1985     GOOD             USPSQD
 LX0831
 LX0831                          STATION DESCRIPTION
 LX0831
 LX0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0831'AT FAIRFIELD.
 LX0831'AT FAIRFIELD, ABOUT 0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 1
 LX0831'FROM THE POST OFFICE, THENCE 0.1 MILE EAST ALONG FAIRFIELD
 LX0831'AVENUE, 94 FEET EAST OF THE CENTER LINE OF A DRIVE LEADING
 LX0831'SOUTH TO THE FAIRFIELD MOTOR INN, SET IN TOP AND NEAR THE
 LX0831'WEST END OF A ROCK WHICH IS ABOUT 15 FEET LONG, 4 FEET WIDE
 LX0831'AND IS PART OF A ROCK CUT DIRECTLY IN THE FRONT OF THE FAIRFIELD
 LX0831'MOTOR INN, 32 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 4 FEET
 LX0831'EAST OF THE WEST END OF THE ROCK AND 4 FEET ABOVE THE LEVEL
 LX0831'OF THE AVENUE.
 LX0831
 LX0831                          STATION RECOVERY (1982)
 LX0831
 LX0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0831'RECOVERED IN GOOD CONDITION.
 LX0831
 LX0831                          STATION RECOVERY (1985)
 LX0831
 LX0831'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0831'ROCK DESCRIBED IS NOW A LEDGE ABOUT 200 FEET LONG, 3 FEET HIGH ON END
 LX0831'TO 10 FEET HIGH IN CENTER, WITH A RELATIVELY NEW SIDEWALK AT IT'S
 LX0831'BASE. THE TOP OF THE LEDGE IS COVERED WITH SOD AND MOWN GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0365 ***********************************************************************
 LX0365  DESIGNATION -  P 34
 LX0365  PID         -  LX0365
 LX0365  STATE/COUNTY-  CT/NEW HAVEN
 LX0365  USGS QUAD   -  NEW HAVEN (1984)
 LX0365
 LX0365                         *CURRENT SURVEY CONTROL
 LX0365  ___________________________________________________________________
 LX0365* NAD 83(1986)-  41 16 34.     (N)    072 59 24.     (W)     SCALED    
 LX0365* NAVD 88     -        49.809  (meters)     163.41   (feet)  ADJUSTED  
 LX0365  ___________________________________________________________________
 LX0365  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX0365  DYNAMIC HT  -          49.793 (meters)     163.36  (feet)  COMP
 LX0365  MODELED GRAV-     980,306.7   (mgal)                       NAVD 88
 LX0365
 LX0365  VERT ORDER  -  FIRST     CLASS I
 LX0365
 LX0365.The horizontal coordinates were scaled from a topographic map and have
 LX0365.an estimated accuracy of +/- 6 seconds.
 LX0365
 LX0365.The orthometric height was determined by differential leveling
 LX0365.and adjusted by the National Geodetic Survey in June 1991..
 LX0365
 LX0365.The geoid height was determined by GEOID03.
 LX0365
 LX0365.The dynamic height is computed by dividing the NAVD 88
 LX0365.geopotential number by the normal gravity value computed on the
 LX0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0365.degrees latitude (g = 980.6199 gals.).
 LX0365
 LX0365.The modeled gravity was interpolated from observed gravity values.
 LX0365
 LX0365;                    North         East    Units  Estimated Accuracy
 LX0365;SPC CT       -   201,600.      284,690.      MT  (+/- 180 meters Scaled)
 LX0365
 LX0365                          SUPERSEDED SURVEY CONTROL
 LX0365
 LX0365  NGVD 29 (??/??/92)   50.132  (m)          164.47   (f) ADJ UNCH    1 1
 LX0365
 LX0365.Superseded values are not recommended for survey control.
 LX0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0365.See file dsdata.txt to determine how the superseded data were derived.
 LX0365
 LX0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL683713(NAD 83)
 LX0365_MARKER: DB = BENCH MARK DISK
 LX0365_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0365_STAMPING: P 34 1965
 LX0365_MARK LOGO: CGS   
 LX0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0365+STABILITY: POSITION/ELEVATION WELL
 LX0365
 LX0365  HISTORY     - Date     Condition        Report By
 LX0365  HISTORY     - 1965     MONUMENTED       CGS
 LX0365  HISTORY     - 1982     GOOD             CTGS
 LX0365  HISTORY     - 1985     GOOD             USPSQD
 LX0365  HISTORY     - 1988     GOOD             USPSQD
 LX0365
 LX0365                          STATION DESCRIPTION
 LX0365
 LX0365'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1982
 LX0365'3.0 KM (1.8 MI) NW FROM WEST HAVEN.
 LX0365'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 LX0365'IN VERTICAL CONTROL DATA, BY COAST AND GEODETIC SURVEY DATED
 LX0365'1965.
 LX0365'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX0365'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX0365'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX0365
 LX0365                          STATION RECOVERY (1985)
 LX0365
 LX0365'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0365'RECOVERED IN GOOD CONDITION.
 LX0365
 LX0365                          STATION RECOVERY (1988)
 LX0365
 LX0365'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0804 ***********************************************************************
 LX0804  DESIGNATION -  P 35
 LX0804  PID         -  LX0804
 LX0804  STATE/COUNTY-  CT/FAIRFIELD
 LX0804  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0804
 LX0804                         *CURRENT SURVEY CONTROL
 LX0804  ___________________________________________________________________
 LX0804* NAD 83(1986)-  41 07 10.     (N)    073 22 14.     (W)     SCALED    
 LX0804* NAVD 88     -         3.946  (meters)      12.95   (feet)  ADJUSTED  
 LX0804  ___________________________________________________________________
 LX0804  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX0804  DYNAMIC HT  -           3.945 (meters)      12.94  (feet)  COMP
 LX0804  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX0804  OBS GRAVITY -     980,308.0   (mgal)                       GRAV_OBS
 LX0804
 LX0804  VERT ORDER  -  FIRST     CLASS I
 LX0804
 LX0804.The horizontal coordinates were scaled from a topographic map and have
 LX0804.an estimated accuracy of +/- 6 seconds.
 LX0804
 LX0804.The orthometric height was determined by differential leveling
 LX0804.and adjusted by the National Geodetic Survey in June 1991..
 LX0804
 LX0804.The geoid height was determined by GEOID03.
 LX0804
 LX0804.The dynamic height is computed by dividing the NAVD 88
 LX0804.geopotential number by the normal gravity value computed on the
 LX0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0804.degrees latitude (g = 980.6199 gals.).
 LX0804
 LX0804.The modeled gravity was interpolated from observed gravity values.
 LX0804.The observed gravity was obtained from relative gravimeter ties
 LX0804.to the IGSN71 gravity network.
 LX0804
 LX0804;                    North         East    Units  Estimated Accuracy
 LX0804;SPC CT       -   184,360.      252,680.      MT  (+/- 180 meters Scaled)
 LX0804
 LX0804                          SUPERSEDED SURVEY CONTROL
 LX0804
 LX0804  NGVD 29 (??/??/92)    4.282  (m)           14.05   (f) ADJ UNCH    1 1
 LX0804
 LX0804.Superseded values are not recommended for survey control.
 LX0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0804.See file dsdata.txt to determine how the superseded data were derived.
 LX0804
 LX0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL367532(NAD 83)
 LX0804_MARKER: DB = BENCH MARK DISK
 LX0804_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0804_SP_SET: PIER
 LX0804_STAMPING: P 35 1965
 LX0804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0804+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2004
 LX0804
 LX0804  HISTORY     - Date     Condition        Report By
 LX0804  HISTORY     - 1965     MONUMENTED       CGS
 LX0804  HISTORY     - 1983     GOOD             NGS
 LX0804  HISTORY     - 1985     GOOD             USPSQD
 LX0804  HISTORY     - 1988     GOOD             USPSQD
 LX0804  HISTORY     - 1989     GOOD             USPSQD
 LX0804  HISTORY     - 19980211 GOOD             USPSQD
 LX0804  HISTORY     - 20040310 GOOD             INDIV
 LX0804
 LX0804                          STATION DESCRIPTION
 LX0804
 LX0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0804'AT SAUGATUCK.
 LX0804'AT SAUGATUCK, NEAR THE SAUGATUCK-WESTPORT RAILROAD STATION OF
 LX0804'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ABOUT 274 FEET
 LX0804'EAST OF THE EAST END OF THE SAUGATUCK-NEWPORT RAILROAD STATION,
 LX0804'SET ON THE TOP AND 1.2 FEET SOUTH OF THE NORTH END OF THE PIER
 LX0804'AT THE WEST END OF THE RAILROAD BRIDGE OVER THE SAUGATUCK AND
 LX0804'FERRY LANE, 22 FEET EAST OF THE CENTER LINE OF FERRY LANE, 4.4
 LX0804'FEET NORTH OF THE NORTH SIDE OF A STEEL BEAM, 3 FEET ABOVE THE
 LX0804'LEVEL OF FERRY LANE AND ABOUT 11 FEET BELOW THE LEVEL OF THE
 LX0804'TRACK.
 LX0804
 LX0804                          STATION RECOVERY (1983)
 LX0804
 LX0804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0804'RECOVERED IN GOOD CONDITION.
 LX0804
 LX0804                          STATION RECOVERY (1985)
 LX0804
 LX0804'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0804'RECOVERED IN GOOD CONDITION.
 LX0804
 LX0804                          STATION RECOVERY (1988)
 LX0804
 LX0804'RECOVERY NOTE BY US POWER SQUADRON 1988 (SS)
 LX0804'RECOVERED IN GOOD CONDITION.
 LX0804
 LX0804                          STATION RECOVERY (1989)
 LX0804
 LX0804'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0804'RECOVERED IN GOOD CONDITION.
 LX0804
 LX0804                          STATION RECOVERY (1998)
 LX0804
 LX0804'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0804'RECOVERED IN GOOD CONDITION.
 LX0804
 LX0804                          STATION RECOVERY (2004)
 LX0804
 LX0804'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLL)
 LX0804'RECOVERED AS DESCRIBED BY TOWN OF WESTPORT, SURVEY DIV., GPS POOR DUE
 LX0804'TO MULTIPATH FROM RAILROAD OHW'S.AND BRIDGE OBSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0452 ***********************************************************************
 LX0452  CBN         -  This is a Cooperative Base Network Control Station.
 LX0452  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0452  DESIGNATION -  P 36
 LX0452  PID         -  LX0452
 LX0452  STATE/COUNTY-  CT/NEW HAVEN
 LX0452  USGS QUAD   -  CLINTON (1984)
 LX0452
 LX0452                         *CURRENT SURVEY CONTROL
 LX0452  ___________________________________________________________________
 LX0452* NAD 83(1996)-  41 16 09.03408(N)    072 35 57.56343(W)     ADJUSTED  
 LX0452* NAVD 88     -         2.147  (meters)       7.04   (feet)  ADJUSTED  
 LX0452  ___________________________________________________________________
 LX0452  X           -   1,435,720.524 (meters)                     COMP
 LX0452  Y           -  -4,581,200.115 (meters)                     COMP
 LX0452  Z           -   4,184,919.629 (meters)                     COMP
 LX0452  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LX0452  ELLIP HEIGHT-         -28.09  (meters)          (06/22/01) GPS OBS
 LX0452  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX0452  DYNAMIC HT  -           2.146 (meters)       7.04  (feet)  COMP
 LX0452  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 LX0452
 LX0452  HORZ ORDER  -  A
 LX0452  VERT ORDER  -  FIRST     CLASS I
 LX0452  ELLP ORDER  -  FOURTH    CLASS I
 LX0452
 LX0452.The horizontal coordinates were established by GPS observations
 LX0452.and adjusted by the National Geodetic Survey in June 2001..
 LX0452
 LX0452.The orthometric height was determined by differential leveling
 LX0452.and adjusted by the National Geodetic Survey in June 1991..
 LX0452
 LX0452.This Tidal Bench Mark is designated as VM 2253
 LX0452.by the Center for Operational Oceanographic Products and Services.
 LX0452
 LX0452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX0452
 LX0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0452
 LX0452.The ellipsoidal height was determined by GPS observations
 LX0452.and is referenced to NAD 83.
 LX0452
 LX0452.The geoid height was determined by GEOID03.
 LX0452
 LX0452.The dynamic height is computed by dividing the NAVD 88
 LX0452.geopotential number by the normal gravity value computed on the
 LX0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0452.degrees latitude (g = 980.6199 gals.).
 LX0452
 LX0452.The modeled gravity was interpolated from observed gravity values.
 LX0452
 LX0452;                    North         East     Units Scale Factor Converg.
 LX0452;SPC CT       -   200,814.795   317,426.032   MT  0.99999374   +0 05 59.7
 LX0452;SPC CT       -   658,839.87  1,041,421.91   sFT  0.99999374   +0 05 59.7
 LX0452;UTM  18      - 4,571,418.422   701,084.721   MT  1.00009766   +1 35 02.4
 LX0452
 LX0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0452!SPC CT       -   1.00000441  x   0.99999374  =   0.99999815
 LX0452!UTM  18      -   1.00000441  x   1.00009766  =   1.00010207
 LX0452
 LX0452                          SUPERSEDED SURVEY CONTROL
 LX0452
 LX0452  NAVD 88 (06/22/01)    2.15   (m)            7.1    (f) LEVELING    3  
 LX0452  NGVD 29 (??/??/92)    2.454  (m)            8.05   (f) ADJ UNCH    1 1
 LX0452
 LX0452.Superseded values are not recommended for survey control.
 LX0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0452.See file dsdata.txt to determine how the superseded data were derived.
 LX0452
 LX0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0108571418(NAD 83)
 LX0452_MARKER: DB = BENCH MARK DISK
 LX0452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0452_SP_SET: SEA WALL
 LX0452_STAMPING: P 36 1965
 LX0452_MARK LOGO: CGS   
 LX0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0452+STABILITY: SURFACE MOTION
 LX0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0452+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX0452
 LX0452  HISTORY     - Date     Condition        Report By
 LX0452  HISTORY     - 1965     MONUMENTED       CGS
 LX0452  HISTORY     - 20001121 GOOD             CTGS
 LX0452  HISTORY     - 20010716 GOOD             CTGS
 LX0452  HISTORY     - 20041010 GOOD             WOOLPT
 LX0452  HISTORY     - 20050410 GOOD             CTGS
 LX0452
 LX0452                          STATION DESCRIPTION
 LX0452
 LX0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0452'1 MI SW FROM MADISON.
 LX0452'0.3 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0452'MADISON, THENCE 0.7 MILE SOUTH ALONG ISLAND AVENUE, ABOUT 0.1
 LX0452'MILE EAST OF THE MADISON BEACH CLUB AT MIDDLE BEACH, AT THE
 LX0452'JUNCTION OF A STREET LEADING NORTH, 37 FEET SOUTH OF THE CENTER
 LX0452'OF STREET JUNCTION, 11 FEET WEST OF THE EXTENDED CENTER LINE OF
 LX0452'STREET LEADING NORTH, SET ON THE TOP OF THE NORTH END OF A 2-FOOT
 LX0452'WIDE CONCRETE WALL WHICH PROJECTS OUT TO THE NORTH FROM A SEA
 LX0452'WALL, 1.2 FEET SOUTH OF THE NORTH END OF THE WALL AND 2 FEET
 LX0452'ABOVE THE LEVEL OF THE STREET.
 LX0452
 LX0452                          STATION RECOVERY (2000)
 LX0452
 LX0452'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX0452'0.3 MILE WEST ALONG U. S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0452'MADISON, THENCE 0.7 MILE SOUTH ALONG ISLAND AVENUE, ABOUT 0.1 MILE
 LX0452'EAST OF THE MADISON BEACH CLUB AT MIDDLE BEACH, AT THE JUNCTION OF
 LX0452'A STREET LEADING NORTH,37 FEET SOUTH OF THE CENTER OF STREET
 LX0452'JUNCTION, 11 FEET WEST OF THE EXTENDED CENTER LINE OF STREET
 LX0452'LEADING NORTH, SET ON THE TOP OF THE NORTH END OF A 2-FOOT WIDE
 LX0452'CONCRETE WALL WHICH PROJECTS OUT TO THE NORTH FROM A SEA WALL,
 LX0452'1.2 FEET SOUTH OF THE NORTH END OF THE WALL, 2 FEET ABOVE THE LEVEL
 LX0452'OF THE STREET, TIDAL STATION NO. 19, CONNECTICUT, MADISON (BEACH
 LX0452'CLUB) LONG ISLAND SOUND, 24.3 FT SOUTH OF POLE NUMBER 4446.
 LX0452' 
 LX0452' 
 LX0452'
 LX0452
 LX0452                          STATION RECOVERY (2001)
 LX0452
 LX0452'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (DM)
 LX0452'RECOVERED AS DESCRIBED.
 LX0452'
 LX0452
 LX0452                          STATION RECOVERY (2004)
 LX0452
 LX0452'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (CS)
 LX0452'1.5 FT EAST OF A 5 FT TALL WOODEN FENCE
 LX0452
 LX0452                          STATION RECOVERY (2005)
 LX0452
 LX0452'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX0452'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1790 ***********************************************************************
 LX1790  DESIGNATION -  P 37
 LX1790  PID         -  LX1790
 LX1790  STATE/COUNTY-  CT/NEW LONDON
 LX1790  USGS QUAD   -  NEW LONDON (1984)
 LX1790
 LX1790                         *CURRENT SURVEY CONTROL
 LX1790  ___________________________________________________________________
 LX1790* NAD 83(1986)-  41 20 48.     (N)    072 02 16.     (W)     SCALED    
 LX1790* NAVD 88     -         1.631  (meters)       5.35   (feet)  ADJUSTED  
 LX1790  ___________________________________________________________________
 LX1790  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX1790  DYNAMIC HT  -           1.631 (meters)       5.35  (feet)  COMP
 LX1790  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LX1790
 LX1790  VERT ORDER  -  FIRST     CLASS I
 LX1790
 LX1790.The horizontal coordinates were scaled from a topographic map and have
 LX1790.an estimated accuracy of +/- 6 seconds.
 LX1790
 LX1790.The orthometric height was determined by differential leveling
 LX1790.and adjusted by the National Geodetic Survey in June 1991..
 LX1790
 LX1790.The geoid height was determined by GEOID03.
 LX1790
 LX1790.The dynamic height is computed by dividing the NAVD 88
 LX1790.geopotential number by the normal gravity value computed on the
 LX1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1790.degrees latitude (g = 980.6199 gals.).
 LX1790
 LX1790.The modeled gravity was interpolated from observed gravity values.
 LX1790
 LX1790;                    North         East    Units  Estimated Accuracy
 LX1790;SPC CT       -   209,660.      364,410.      MT  (+/- 180 meters Scaled)
 LX1790
 LX1790                          SUPERSEDED SURVEY CONTROL
 LX1790
 LX1790  NGVD 29 (??/??/92)    1.921  (m)            6.30   (f) ADJ UNCH    1 1
 LX1790
 LX1790.Superseded values are not recommended for survey control.
 LX1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1790.See file dsdata.txt to determine how the superseded data were derived.
 LX1790
 LX1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL478814(NAD 83)
 LX1790_MARKER: DB = BENCH MARK DISK
 LX1790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1790_SP_SET: BRIDGE ABUTMENT
 LX1790_STAMPING: P 37 1965
 LX1790_MARK LOGO: CGS   
 LX1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1790+STABILITY: SURFACE MOTION
 LX1790
 LX1790  HISTORY     - Date     Condition        Report By
 LX1790  HISTORY     - UNK      MONUMENTED
 LX1790  HISTORY     - 1986     GOOD             NGS
 LX1790  HISTORY     - 1988     GOOD             USPSQD
 LX1790
 LX1790                          STATION DESCRIPTION
 LX1790
 LX1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX1790'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT A
 LX1790'WOODEN WALKWAY HAS BEEN CONSTRUCTED OVER THE MARK ON THE SOUTH SIDE
 LX1790'OF THE BRIDGE.  NOTE--THE CTDT STATE HIGHWAY GARAGE IN GROTON ON STATE
 LX1790'HIGHWAY 184, PHONE NO. 536-3985 SHOULD BE CONTACTED TO REMOVE THE
 LX1790'THIRD BOARD EAST OF THE CONCRETE BRIDGE RAILING TO GAIN ACCESS TO THE
 LX1790'BENCH MARK.
 LX1790
 LX1790                          STATION RECOVERY (1988)
 LX1790
 LX1790'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0156 ***********************************************************************
 LX0156  DESIGNATION -  P 38
 LX0156  PID         -  LX0156
 LX0156  STATE/COUNTY-  CT/NEW LONDON
 LX0156  USGS QUAD   -  NEW LONDON (1984)
 LX0156
 LX0156                         *CURRENT SURVEY CONTROL
 LX0156  ___________________________________________________________________
 LX0156* NAD 83(1986)-  41 21 45.     (N)    072 05 38.     (W)     SCALED    
 LX0156* NAVD 88     -         4.586  (meters)      15.05   (feet)  ADJUSTED  
 LX0156  ___________________________________________________________________
 LX0156  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0156  DYNAMIC HT  -           4.585 (meters)      15.04  (feet)  COMP
 LX0156  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX0156
 LX0156  VERT ORDER  -  FIRST     CLASS I
 LX0156
 LX0156.The horizontal coordinates were scaled from a topographic map and have
 LX0156.an estimated accuracy of +/- 6 seconds.
 LX0156
 LX0156.The orthometric height was determined by differential leveling
 LX0156.and adjusted by the National Geodetic Survey in June 1991..
 LX0156
 LX0156.The geoid height was determined by GEOID03.
 LX0156
 LX0156.The dynamic height is computed by dividing the NAVD 88
 LX0156.geopotential number by the normal gravity value computed on the
 LX0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0156.degrees latitude (g = 980.6199 gals.).
 LX0156
 LX0156.The modeled gravity was interpolated from observed gravity values.
 LX0156
 LX0156;                    North         East    Units  Estimated Accuracy
 LX0156;SPC CT       -   211,380.      359,700.      MT  (+/- 180 meters Scaled)
 LX0156
 LX0156                          SUPERSEDED SURVEY CONTROL
 LX0156
 LX0156  NGVD 29 (??/??/92)    4.878  (m)           16.00   (f) ADJ UNCH    1 1
 LX0156
 LX0156.Superseded values are not recommended for survey control.
 LX0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0156.See file dsdata.txt to determine how the superseded data were derived.
 LX0156
 LX0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL430830(NAD 83)
 LX0156_MARKER: DB = BENCH MARK DISK
 LX0156_SETTING: 66 = SET IN ROCK OUTCROP
 LX0156_SP_SET: ROCK LEDGE
 LX0156_STAMPING: P 38 1965
 LX0156_MARK LOGO: CGS   
 LX0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0156+STABILITY: POSITION/ELEVATION WELL
 LX0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0156+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0156
 LX0156  HISTORY     - Date     Condition        Report By
 LX0156  HISTORY     - 1965     MONUMENTED       CGS
 LX0156  HISTORY     - 1986     GOOD             NGS
 LX0156  HISTORY     - 1989     GOOD             USPSQD
 LX0156  HISTORY     - 19901219 GOOD             USPSQD
 LX0156  HISTORY     - 20000104 GOOD             USPSQD
 LX0156  HISTORY     - 20010415 GOOD             USPSQD
 LX0156
 LX0156                          STATION DESCRIPTION
 LX0156
 LX0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0156'AT NEW LONDON.
 LX0156'AT NEW LONDON, ABOUT 0.5 MILE NORTHWEST ALONG MAIN STREET FROM
 LX0156'THE INTERSECTION OF STATE STREET IN NEW LONDON, THENCE 0.05 MILE
 LX0156'NORTHEAST ALONG CRYSTAL AVENUE, THENCE 0.1 MILE EAST ALONG
 LX0156'WINTHROP STREET ABOUT 130 FEET SOUTHEAST OF THE NEW YORK, NEW
 LX0156'HAVEN AND HARTFORD RAILROAD OVERPASS OVER WINTHROP STREET,
 LX0156'SET ON THE TOP OF A ROCK LEDGE AT THE BASE OF A 23-FOOT HIGH
 LX0156'ROCK CUT, 32 FEET NORTH OF THE CENTER LINE OF WINTHROP STREET,
 LX0156'116 FEET WEST OF THE EAST END OF THE CUT, 75 FEET EAST OF THE
 LX0156'WEST END OF THE CUT, 13 1/2 FEET NORTHEAST OF POWER LINE POLE
 LX0156'NO. 1935, 3 FEET SOUTH OF THE BASE OF THE CUT AND 4 FEET ABOVE THE
 LX0156'LEVEL OF THE STREET.
 LX0156
 LX0156                          STATION RECOVERY (1986)
 LX0156
 LX0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0156'RECOVERED IN GOOD CONDITION.
 LX0156
 LX0156                          STATION RECOVERY (1989)
 LX0156
 LX0156'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0156'RECOVERED IN GOOD CONDITION.
 LX0156
 LX0156                          STATION RECOVERY (1990)
 LX0156
 LX0156'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0156'RECOVERED IN GOOD CONDITION.
 LX0156
 LX0156                          STATION RECOVERY (2000)
 LX0156
 LX0156'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0156'RECOVERED IN GOOD CONDITION.
 LX0156
 LX0156                          STATION RECOVERY (2001)
 LX0156
 LX0156'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1658 ***********************************************************************
 LX1658  DESIGNATION -  P 50
 LX1658  PID         -  LX1658
 LX1658  STATE/COUNTY-  CT/HARTFORD
 LX1658  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX1658
 LX1658                         *CURRENT SURVEY CONTROL
 LX1658  ___________________________________________________________________
 LX1658* NAD 83(1986)-  41 43 33.     (N)    072 44 00.     (W)     SCALED    
 LX1658* NAVD 88     -        23.040  (meters)      75.59   (feet)  ADJUSTED  
 LX1658  ___________________________________________________________________
 LX1658  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX1658  DYNAMIC HT  -          23.033 (meters)      75.57  (feet)  COMP
 LX1658  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 LX1658
 LX1658  VERT ORDER  -  FIRST     CLASS II
 LX1658
 LX1658.The horizontal coordinates were scaled from a topographic map and have
 LX1658.an estimated accuracy of +/- 6 seconds.
 LX1658
 LX1658.The orthometric height was determined by differential leveling
 LX1658.and adjusted by the National Geodetic Survey in June 1991..
 LX1658
 LX1658.The geoid height was determined by GEOID03.
 LX1658
 LX1658.The dynamic height is computed by dividing the NAVD 88
 LX1658.geopotential number by the normal gravity value computed on the
 LX1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1658.degrees latitude (g = 980.6199 gals.).
 LX1658
 LX1658.The modeled gravity was interpolated from observed gravity values.
 LX1658
 LX1658;                    North         East    Units  Estimated Accuracy
 LX1658;SPC CT       -   251,520.      306,190.      MT  (+/- 180 meters Scaled)
 LX1658
 LX1658                          SUPERSEDED SURVEY CONTROL
 LX1658
 LX1658.No superseded survey control is available for this station.
 LX1658
 LX1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM885218(NAD 83)
 LX1658_MARKER: DB = BENCH MARK DISK
 LX1658_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX1658+WITH SETTING: PAVEMENT
 LX1658_STAMPING: P 50 1978
 LX1658_MARK LOGO: NGS   
 LX1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1658+STABILITY: SURFACE MOTION
 LX1658
 LX1658  HISTORY     - Date     Condition        Report By
 LX1658  HISTORY     - 1978     MONUMENTED       NGS
 LX1658  HISTORY     - 1985     GOOD             NGS
 LX1658  HISTORY     - 19950809 GOOD             USPSQD
 LX1658
 LX1658                          STATION DESCRIPTION
 LX1658
 LX1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1658'0.45 MILE SW FROM ELMWOOD.
 LX1658'0.45 MILE SOUTH ALONG NEWINGTON ROAD FROM THE JUNCTION OF NEWINGTON
 LX1658'ROAD AND NEW BRITAIN AVENUE IN ELMWOOD TO THE MARK ON THE LEFT,
 LX1658'SET AT THE NORTHWEST SIDE OF THE STATE TRAFFIC COMMISSION BUILDING
 LX1658'IN THE BASEMENT WINDOW VENT, 4.5 FEET NORTHWEST OF THE MAIN ELECTRIC
 LX1658'LINE RUNNING INTO THE BUILDING 7 FEET SOUTHEAST OF THE NORTHWEST
 LX1658'CORNER OF THE BUILDING, 74 FEET SOUTHEAST OF THE CENTER LINE OF
 LX1658'NEWINGTON ROAD.
 LX1658
 LX1658                          STATION RECOVERY (1985)
 LX1658
 LX1658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1658'RECOVERED IN GOOD CONDITION.  CHANGE BUILDING NAME TO STATE PROBATE
 LX1658'COURT ADMINISTRATOR BUILDING NUMBER 186.
 LX1658
 LX1658                          STATION RECOVERY (1995)
 LX1658
 LX1658'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1632 ***********************************************************************
 LX1632  DESIGNATION -  P 51
 LX1632  PID         -  LX1632
 LX1632  STATE/COUNTY-  CT/NEW HAVEN
 LX1632  USGS QUAD   -  BRANFORD (1984)
 LX1632
 LX1632                         *CURRENT SURVEY CONTROL
 LX1632  ___________________________________________________________________
 LX1632* NAD 83(1986)-  41 25 53.     (N)    072 50 06.     (W)     SCALED    
 LX1632* NAVD 88     -        17.879  (meters)      58.66   (feet)  ADJUSTED  
 LX1632  ___________________________________________________________________
 LX1632  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX1632  DYNAMIC HT  -          17.874 (meters)      58.64  (feet)  COMP
 LX1632  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 LX1632
 LX1632  VERT ORDER  -  FIRST     CLASS II
 LX1632
 LX1632.The horizontal coordinates were scaled from a topographic map and have
 LX1632.an estimated accuracy of +/- 6 seconds.
 LX1632
 LX1632.The orthometric height was determined by differential leveling
 LX1632.and adjusted by the National Geodetic Survey in June 1991..
 LX1632
 LX1632.The geoid height was determined by GEOID03.
 LX1632
 LX1632.The dynamic height is computed by dividing the NAVD 88
 LX1632.geopotential number by the normal gravity value computed on the
 LX1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1632.degrees latitude (g = 980.6199 gals.).
 LX1632
 LX1632.The modeled gravity was interpolated from observed gravity values.
 LX1632
 LX1632;                    North         East    Units  Estimated Accuracy
 LX1632;SPC CT       -   218,820.      297,700.      MT  (+/- 180 meters Scaled)
 LX1632
 LX1632                          SUPERSEDED SURVEY CONTROL
 LX1632
 LX1632.No superseded survey control is available for this station.
 LX1632
 LX1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL808889(NAD 83)
 LX1632_MARKER: DB = BENCH MARK DISK
 LX1632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1632_SP_SET: STAINLESS STEEL ROD
 LX1632_STAMPING: P 51 1978
 LX1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1632
 LX1632  HISTORY     - Date     Condition        Report By
 LX1632  HISTORY     - 1978     MONUMENTED       NGS
 LX1632  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 LX1632
 LX1632                          STATION DESCRIPTION
 LX1632
 LX1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1632'1.85 MILE SW FROM WALLINGFORD.
 LX1632'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 5, FROM THE POST OFFICE
 LX1632'IN NORTH HAVEN, 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 5, FROM
 LX1632'THE JUNCTION OF HIGHWAYS 5 AND 150 IN WALLINGFORD, 3 FEET SOUTH-
 LX1632'WEST OF POWER POLE NUMBER 2454 WITH GUY WIRE AND TRANSFORMER,
 LX1632'23.5 FEET NORTHEAST OF GUY WIRE, 46.5 FEET SOUTHEAST OF THE CENTER
 LX1632'LINE OF HIGHWAY 5, 93.5 FEET SOUTHWEST OF A FIRE HYDRANT.
 LX1632
 LX1632                          STATION RECOVERY (1999)
 LX1632
 LX1632'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX1632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1991 ***********************************************************************
 LX1991  DESIGNATION -  P 53
 LX1991  PID         -  LX1991
 LX1991  STATE/COUNTY-  CT/LITCHFIELD
 LX1991  USGS QUAD   -  NORFOLK (1969)
 LX1991
 LX1991                         *CURRENT SURVEY CONTROL
 LX1991  ___________________________________________________________________
 LX1991* NAD 83(1986)-  41 59 00.     (N)    073 09 56.     (W)     SCALED    
 LX1991* NAVD 88     -       431.956  (meters)    1417.18   (feet)  ADJUSTED  
 LX1991  ___________________________________________________________________
 LX1991  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX1991  DYNAMIC HT  -         431.804 (meters)    1416.68  (feet)  COMP
 LX1991  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 LX1991
 LX1991  VERT ORDER  -  FIRST     CLASS II
 LX1991
 LX1991.The horizontal coordinates were scaled from a topographic map and have
 LX1991.an estimated accuracy of +/- 6 seconds.
 LX1991
 LX1991.The orthometric height was determined by differential leveling
 LX1991.and adjusted by the National Geodetic Survey in June 1991..
 LX1991
 LX1991.The geoid height was determined by GEOID03.
 LX1991
 LX1991.The dynamic height is computed by dividing the NAVD 88
 LX1991.geopotential number by the normal gravity value computed on the
 LX1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1991.degrees latitude (g = 980.6199 gals.).
 LX1991
 LX1991.The modeled gravity was interpolated from observed gravity values.
 LX1991
 LX1991;                    North         East    Units  Estimated Accuracy
 LX1991;SPC CT       -   280,200.      270,360.      MT  (+/- 180 meters Scaled)
 LX1991
 LX1991                          SUPERSEDED SURVEY CONTROL
 LX1991
 LX1991.No superseded survey control is available for this station.
 LX1991
 LX1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM519495(NAD 83)
 LX1991_MARKER: DB = BENCH MARK DISK
 LX1991_SETTING: 66 = SET IN ROCK OUTCROP
 LX1991_SP_SET: ROCK OUTCROP
 LX1991_STAMPING: P 53 1984
 LX1991_MARK LOGO: NGS   
 LX1991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1991+STABILITY: POSITION/ELEVATION WELL
 LX1991
 LX1991  HISTORY     - Date     Condition        Report By
 LX1991  HISTORY     - 1984     MONUMENTED       NGS
 LX1991
 LX1991                          STATION DESCRIPTION
 LX1991
 LX1991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1991'3.3 KM (2.05 MI) ESE FROM NORFOLK.
 LX1991'3.3 KM (2.05 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN
 LX1991'HALL IN NORFOLK TO THE MARK ON THE RIGHT, IN TOP OF EXPOSED BEDROCK,
 LX1991'DIRECTLY ACROSS THE HIGHWAY FROM THE JOHN BAZZANDO AND SON OIL
 LX1991'COMPANY, 8.38 METERS (27.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX1991'HIGHWAY, 20.0 METERS (65.5 FT) WEST-SOUTHWEST AND ACROSS THE HIGHWAY
 LX1991'FROM POWER POLE 1289 WITH A SECURITY LIGHT.
 LX1991'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 LX1991'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1872 ***********************************************************************
 LX1872  DESIGNATION -  P 54
 LX1872  PID         -  LX1872
 LX1872  STATE/COUNTY-  CT/FAIRFIELD
 LX1872  USGS QUAD   -  NORWALK NORTH (1975)
 LX1872
 LX1872                         *CURRENT SURVEY CONTROL
 LX1872  ___________________________________________________________________
 LX1872* NAD 83(1986)-  41 13 35.     (N)    073 25 25.     (W)     SCALED    
 LX1872* NAVD 88     -        75.749  (meters)     248.52   (feet)  ADJUSTED  
 LX1872  ___________________________________________________________________
 LX1872  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1872  DYNAMIC HT  -          75.724 (meters)     248.44  (feet)  COMP
 LX1872  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LX1872
 LX1872  VERT ORDER  -  FIRST     CLASS II
 LX1872
 LX1872.The horizontal coordinates were scaled from a topographic map and have
 LX1872.an estimated accuracy of +/- 6 seconds.
 LX1872
 LX1872.The orthometric height was determined by differential leveling
 LX1872.and adjusted by the National Geodetic Survey in June 1991..
 LX1872
 LX1872.The geoid height was determined by GEOID03.
 LX1872
 LX1872.The dynamic height is computed by dividing the NAVD 88
 LX1872.geopotential number by the normal gravity value computed on the
 LX1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1872.degrees latitude (g = 980.6199 gals.).
 LX1872
 LX1872.The modeled gravity was interpolated from observed gravity values.
 LX1872
 LX1872;                    North         East    Units  Estimated Accuracy
 LX1872;SPC CT       -   196,270.      248,320.      MT  (+/- 180 meters Scaled)
 LX1872
 LX1872                          SUPERSEDED SURVEY CONTROL
 LX1872
 LX1872.No superseded survey control is available for this station.
 LX1872
 LX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL321650(NAD 83)
 LX1872_MARKER: DB = BENCH MARK DISK
 LX1872_SETTING: 66 = SET IN ROCK OUTCROP
 LX1872_SP_SET: ROCK OUTCROP
 LX1872_STAMPING: P 54 1984
 LX1872_MARK LOGO: NGS   
 LX1872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1872+STABILITY: POSITION/ELEVATION WELL
 LX1872
 LX1872  HISTORY     - Date     Condition        Report By
 LX1872  HISTORY     - 1984     MONUMENTED       NGS
 LX1872  HISTORY     - 19930415 GOOD             USPSQD
 LX1872
 LX1872                          STATION DESCRIPTION
 LX1872
 LX1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1872'4.5 KM (2.8 MI) NORTH FROM WILTON.
 LX1872'4.4 KM (2.75 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1872'WILTON, THENCE 0.2 KM (0.05 MI) SOUTHEAST ALONG SEELEY ROAD ACROSS
 LX1872'TRACKS TO THE MARK ON THE LEFT, IN EXPOSED BEDROCK, 35.66 METERS
 LX1872'(117.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 2.07 METERS
 LX1872'(6.8 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 1.49 METERS (4.9 FT)
 LX1872'NORTH-NORTHEAST OF A STEEL I-BEAM WITH CONCRETE FOUNDATION.
 LX1872'THE MARK IS 0.91 M ABOVE TRACKS.
 LX1872
 LX1872                          STATION RECOVERY (1993)
 LX1872
 LX1872'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2033 ***********************************************************************
 LX2033  DESIGNATION -  P 55
 LX2033  PID         -  LX2033
 LX2033  STATE/COUNTY-  CT/HARTFORD
 LX2033  USGS QUAD   -  TARIFFVILLE (1984)
 LX2033
 LX2033                         *CURRENT SURVEY CONTROL
 LX2033  ___________________________________________________________________
 LX2033* NAD 83(1986)-  41 57 15.     (N)    072 46 46.     (W)     SCALED    
 LX2033* NAVD 88     -        54.998  (meters)     180.44   (feet)  ADJUSTED  
 LX2033  ___________________________________________________________________
 LX2033  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX2033  DYNAMIC HT  -          54.982 (meters)     180.39  (feet)  COMP
 LX2033  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 LX2033
 LX2033  VERT ORDER  -  FIRST     CLASS II
 LX2033
 LX2033.The horizontal coordinates were scaled from a topographic map and have
 LX2033.an estimated accuracy of +/- 6 seconds.
 LX2033
 LX2033.The orthometric height was determined by differential leveling
 LX2033.and adjusted by the National Geodetic Survey in June 1991..
 LX2033
 LX2033.The geoid height was determined by GEOID03.
 LX2033
 LX2033.The dynamic height is computed by dividing the NAVD 88
 LX2033.geopotential number by the normal gravity value computed on the
 LX2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2033.degrees latitude (g = 980.6199 gals.).
 LX2033
 LX2033.The modeled gravity was interpolated from observed gravity values.
 LX2033
 LX2033;                    North         East    Units  Estimated Accuracy
 LX2033;SPC CT       -   276,880.      302,360.      MT  (+/- 180 meters Scaled)
 LX2033
 LX2033                          SUPERSEDED SURVEY CONTROL
 LX2033
 LX2033.No superseded survey control is available for this station.
 LX2033
 LX2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM840470(NAD 83)
 LX2033_MARKER: DB = BENCH MARK DISK
 LX2033_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2033_SP_SET: ABUTMENT
 LX2033_STAMPING: P 55 1984
 LX2033_MARK LOGO: NGS   
 LX2033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2033
 LX2033  HISTORY     - Date     Condition        Report By
 LX2033  HISTORY     - 1984     MONUMENTED       NGS
 LX2033  HISTORY     - 19950922 GOOD             USPSQD
 LX2033
 LX2033                          STATION DESCRIPTION
 LX2033
 LX2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2033'0.9 KM (0.55 MI) EAST FROM GRANBY.
 LX2033'0.9 KM (0.55 MI) EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF U.S.
 LX2033'HIGHWAY 202 IN GRANBY TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH
 LX2033'END OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER SALMON BROOK,
 LX2033'5.63 METERS (18.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2033'0.97 METER (3.2 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE GUARD
 LX2033'RAIL OF THE BRIDGE.
 LX2033'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2033
 LX2033                          STATION RECOVERY (1995)
 LX2033
 LX2033'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1682 ***********************************************************************
 LW1682  DESIGNATION -  P 56
 LW1682  PID         -  LW1682
 LW1682  STATE/COUNTY-  CT/WINDHAM
 LW1682  USGS QUAD   -  PUTNAM (1970)
 LW1682
 LW1682                         *CURRENT SURVEY CONTROL
 LW1682  ___________________________________________________________________
 LW1682* NAD 83(1986)-  41 53 54.     (N)    071 53 20.     (W)     SCALED    
 LW1682* NAVD 88     -        75.898  (meters)     249.01   (feet)  ADJUSTED  
 LW1682  ___________________________________________________________________
 LW1682  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LW1682  DYNAMIC HT  -          75.872 (meters)     248.92  (feet)  COMP
 LW1682  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LW1682
 LW1682  VERT ORDER  -  FIRST     CLASS II
 LW1682
 LW1682.The horizontal coordinates were scaled from a topographic map and have
 LW1682.an estimated accuracy of +/- 6 seconds.
 LW1682
 LW1682.The orthometric height was determined by differential leveling
 LW1682.and adjusted by the National Geodetic Survey in June 1991..
 LW1682
 LW1682.The geoid height was determined by GEOID03.
 LW1682
 LW1682.The dynamic height is computed by dividing the NAVD 88
 LW1682.geopotential number by the normal gravity value computed on the
 LW1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1682.degrees latitude (g = 980.6199 gals.).
 LW1682
 LW1682.The modeled gravity was interpolated from observed gravity values.
 LW1682
 LW1682;                    North         East    Units  Estimated Accuracy
 LW1682;SPC CT       -   271,040.      376,260.      MT  (+/- 180 meters Scaled)
 LW1682
 LW1682                          SUPERSEDED SURVEY CONTROL
 LW1682
 LW1682.No superseded survey control is available for this station.
 LW1682
 LW1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG603425(NAD 83)
 LW1682_MARKER: DB = BENCH MARK DISK
 LW1682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1682_SP_SET: ABUTMENT
 LW1682_STAMPING: P 56 1984
 LW1682_MARK LOGO: NGS   
 LW1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1682
 LW1682  HISTORY     - Date     Condition        Report By
 LW1682  HISTORY     - 1984     MONUMENTED       NGS
 LW1682  HISTORY     - 19961207 GOOD             USPSQD
 LW1682
 LW1682                          STATION DESCRIPTION
 LW1682
 LW1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1682'3.0 KM (1.8 MI) SSE FROM PUTNAM.
 LW1682'2.7 KM (1.7 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LW1682'JUNCTION OF U.S. HIGHWAY 44 IN PUTNAM, THENCE 0.2 KM (0.1 MI)
 LW1682'SOUTHWEST ALONG INDUSTRIAL PARK ROAD TO THE MARK ON THE LEFT, IN TOP
 LW1682'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE BRIDGE OVER A
 LW1682'BROOK, 4.26 METERS (14.0 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 LW1682'0.45 METER (1.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST
 LW1682'CONCRETE GUARD RAIL OF THE BRIDGE.
 LW1682'THE MARK IS 0.30 M ABOVE ROAD.
 LW1682
 LW1682                          STATION RECOVERY (1996)
 LW1682
 LW1682'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1912 ***********************************************************************
 LX1912  DESIGNATION -  P 57
 LX1912  PID         -  LX1912
 LX1912  STATE/COUNTY-  CT/LITCHFIELD
 LX1912  USGS QUAD   -  NEW MILFORD (1984)
 LX1912
 LX1912                         *CURRENT SURVEY CONTROL
 LX1912  ___________________________________________________________________
 LX1912* NAD 83(1986)-  41 31 20.     (N)    073 25 23.     (W)     SCALED    
 LX1912* NAVD 88     -        75.338  (meters)     247.17   (feet)  ADJUSTED  
 LX1912  ___________________________________________________________________
 LX1912  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX1912  DYNAMIC HT  -          75.312 (meters)     247.09  (feet)  COMP
 LX1912  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX1912
 LX1912  VERT ORDER  -  FIRST     CLASS II
 LX1912
 LX1912.The horizontal coordinates were scaled from a topographic map and have
 LX1912.an estimated accuracy of +/- 6 seconds.
 LX1912
 LX1912.The orthometric height was determined by differential leveling
 LX1912.and adjusted by the National Geodetic Survey in June 1991..
 LX1912
 LX1912.The geoid height was determined by GEOID03.
 LX1912
 LX1912.The dynamic height is computed by dividing the NAVD 88
 LX1912.geopotential number by the normal gravity value computed on the
 LX1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1912.degrees latitude (g = 980.6199 gals.).
 LX1912
 LX1912.The modeled gravity was interpolated from observed gravity values.
 LX1912
 LX1912;                    North         East    Units  Estimated Accuracy
 LX1912;SPC CT       -   229,130.      248,620.      MT  (+/- 180 meters Scaled)
 LX1912
 LX1912                          SUPERSEDED SURVEY CONTROL
 LX1912
 LX1912.No superseded survey control is available for this station.
 LX1912
 LX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL315979(NAD 83)
 LX1912_MARKER: I = METAL ROD
 LX1912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1912_SP_SET: STAINLESS STEEL ROD
 LX1912_STAMPING: P 57 1984
 LX1912_MARK LOGO: NGS   
 LX1912_PROJECTION: FLUSH
 LX1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1912_ROD/PIPE-DEPTH: 21.8 meters
 LX1912
 LX1912  HISTORY     - Date     Condition        Report By
 LX1912  HISTORY     - 1984     MONUMENTED       NGS
 LX1912
 LX1912                          STATION DESCRIPTION
 LX1912
 LX1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1912'5.0 KM (3.1 MI) SOUTH FROM NEW MILFORD.
 LX1912'5.0 KM (3.1 MI) SOUTH ALONG U.S. HIGHWAYS 7 AND 202 FROM THE JUNCTION
 LX1912'OF PICKETT DISTRICT ROAD IN NEW MILFORD TO THE JUNCTION OF CANDLEWOOD
 LX1912'SOUTH ROAD AND THE MARK ON THE RIGHT, ON THE SOUTH SIDE OF A WOODEN
 LX1912'SIGN (CANDLEWOOD LAKE CONDOMINIUM), 17.19 METERS (56.4 FT) WEST OF THE
 LX1912'CENTERLINE OF THE HIGHWAY, 29.05 METERS (95.3 FT) NORTH OF THE
 LX1912'CENTERLINE OF CANDLEWOOD SOUTH ROAD, 1.13 METERS (3.7 FT) SOUTH OF THE
 LX1912'SIGN, 0.73 METER (2.4 FT) EAST OF A WOODEN FENCE AROUND THE
 LX1912'CONDOMINIUM COMPLEX.
 LX1912'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1972 ***********************************************************************
 LX1972  DESIGNATION -  P 58
 LX1972  PID         -  LX1972
 LX1972  STATE/COUNTY-  CT/LITCHFIELD
 LX1972  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1972
 LX1972                         *CURRENT SURVEY CONTROL
 LX1972  ___________________________________________________________________
 LX1972* NAD 83(1986)-  41 53 40.     (N)    073 21 41.     (W)     SCALED    
 LX1972* NAVD 88     -       181.784  (meters)     596.40   (feet)  ADJUSTED  
 LX1972  ___________________________________________________________________
 LX1972  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX1972  DYNAMIC HT  -         181.721 (meters)     596.20  (feet)  COMP
 LX1972  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LX1972
 LX1972  VERT ORDER  -  FIRST     CLASS II
 LX1972
 LX1972.The horizontal coordinates were scaled from a topographic map and have
 LX1972.an estimated accuracy of +/- 6 seconds.
 LX1972
 LX1972.The orthometric height was determined by differential leveling
 LX1972.and adjusted by the National Geodetic Survey in June 1991..
 LX1972
 LX1972.The geoid height was determined by GEOID03.
 LX1972
 LX1972.The dynamic height is computed by dividing the NAVD 88
 LX1972.geopotential number by the normal gravity value computed on the
 LX1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1972.degrees latitude (g = 980.6199 gals.).
 LX1972
 LX1972.The modeled gravity was interpolated from observed gravity values.
 LX1972
 LX1972;                    North         East    Units  Estimated Accuracy
 LX1972;SPC CT       -   270,430.      254,060.      MT  (+/- 180 meters Scaled)
 LX1972
 LX1972                          SUPERSEDED SURVEY CONTROL
 LX1972
 LX1972.No superseded survey control is available for this station.
 LX1972
 LX1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM359393(NAD 83)
 LX1972_MARKER: DB = BENCH MARK DISK
 LX1972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1972_SP_SET: WINGWALL
 LX1972_STAMPING: P 58 1984
 LX1972_MARK LOGO: NGS   
 LX1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1972+STABILITY: SURFACE MOTION
 LX1972
 LX1972  HISTORY     - Date     Condition        Report By
 LX1972  HISTORY     - 1984     MONUMENTED       NGS
 LX1972  HISTORY     - 1985     GOOD             NGS
 LX1972
 LX1972                          STATION DESCRIPTION
 LX1972
 LX1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1972'9.9 KM (6.15 MI) NORTH FROM CORNWALL BRIDGE.
 LX1972'9.9 KM (6.15 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1972'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST
 LX1972'WINGWALL OF A BOX CULVERT UNDER THE HIGHWAY, 4.72 METERS (15.5 FT)
 LX1972'WEST OF THE CENTERLINE OF THE HIGHWAY.
 LX1972'THE MARK IS 0.5 METERS  WSW FROM A WITNESS POST.
 LX1972'THE MARK IS 0.1 M BELOW HIGHWAY.
 LX1972
 LX1972                          STATION RECOVERY (1985)
 LX1972
 LX1972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1948 ***********************************************************************
 LX1948  DESIGNATION -  P 59
 LX1948  PID         -  LX1948
 LX1948  STATE/COUNTY-  CT/LITCHFIELD
 LX1948  USGS QUAD   -  KENT (1971)
 LX1948
 LX1948                         *CURRENT SURVEY CONTROL
 LX1948  ___________________________________________________________________
 LX1948* NAD 83(1986)-  41 44 33.     (N)    073 27 07.     (W)     SCALED    
 LX1948* NAVD 88     -       123.208  (meters)     404.22   (feet)  ADJUSTED  
 LX1948  ___________________________________________________________________
 LX1948  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX1948  DYNAMIC HT  -         123.165 (meters)     404.08  (feet)  COMP
 LX1948  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LX1948
 LX1948  VERT ORDER  -  FIRST     CLASS II
 LX1948
 LX1948.The horizontal coordinates were scaled from a topographic map and have
 LX1948.an estimated accuracy of +/- 6 seconds.
 LX1948
 LX1948.The orthometric height was determined by differential leveling
 LX1948.and adjusted by the National Geodetic Survey in June 1991..
 LX1948
 LX1948.The geoid height was determined by GEOID03.
 LX1948
 LX1948.The dynamic height is computed by dividing the NAVD 88
 LX1948.geopotential number by the normal gravity value computed on the
 LX1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1948.degrees latitude (g = 980.6199 gals.).
 LX1948
 LX1948.The modeled gravity was interpolated from observed gravity values.
 LX1948
 LX1948;                    North         East    Units  Estimated Accuracy
 LX1948;SPC CT       -   253,610.      246,410.      MT  (+/- 180 meters Scaled)
 LX1948
 LX1948                          SUPERSEDED SURVEY CONTROL
 LX1948
 LX1948.No superseded survey control is available for this station.
 LX1948
 LX1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM287223(NAD 83)
 LX1948_MARKER: DB = BENCH MARK DISK
 LX1948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1948_SP_SET: HEADWALL
 LX1948_STAMPING: P 59 1984
 LX1948_MARK LOGO: NGS   
 LX1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1948+STABILITY: SURFACE MOTION
 LX1948
 LX1948  HISTORY     - Date     Condition        Report By
 LX1948  HISTORY     - 1984     MONUMENTED       NGS
 LX1948
 LX1948                          STATION DESCRIPTION
 LX1948
 LX1948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1948'3.3 KM (2.05 MI) NE FROM KENT.
 LX1948'3.3 KM (2.05 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1948'HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST
 LX1948'END OF THE SOUTHEAST HEADWALL OF A LARGE CULVERT UNDER THE HIGHWAY,
 LX1948'6.71 METERS (22.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1948'27.83 METERS (91.3 FT) NORTHEAST OF UTILITY POLE A 6644, 21.73 METERS
 LX1948'(71.3 FT) SOUTHWEST OF UTILITY POLE A 6643, 0.91 METER (3.0 FT)
 LX1948'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 LX1948'THE MARK IS 2.77 METERS  SE FROM A WITNESS POST.
 LX1948'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0130 ***********************************************************************
 LX0130  DESIGNATION -  P 5=96
 LX0130  PID         -  LX0130
 LX0130  STATE/COUNTY-  CT/NEW LONDON
 LX0130  USGS QUAD   -  NIANTIC (1983)
 LX0130
 LX0130                         *CURRENT SURVEY CONTROL
 LX0130  ___________________________________________________________________
 LX0130* NAD 83(1986)-  41 18 27.     (N)    072 13 11.     (W)     SCALED    
 LX0130* NAVD 88     -         2.811  (meters)       9.22   (feet)  POSTED    
 LX0130  ___________________________________________________________________
 LX0130  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0130  DYNAMIC HT  -           2.810 (meters)       9.22  (feet)  COMP
 LX0130  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 LX0130
 LX0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0130
 LX0130.The horizontal coordinates were scaled from a topographic map and have
 LX0130.an estimated accuracy of +/- 6 seconds.
 LX0130
 LX0130.The orthometric height was determined by differential leveling
 LX0130.and adjusted by the National Geodetic Survey in 1992..
 LX0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0130.rate of 0.0 thru 1.0 mm/km.
 LX0130
 LX0130.The geoid height was determined by GEOID03.
 LX0130
 LX0130.The dynamic height is computed by dividing the NAVD 88
 LX0130.geopotential number by the normal gravity value computed on the
 LX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0130.degrees latitude (g = 980.6199 gals.).
 LX0130
 LX0130.The modeled gravity was interpolated from observed gravity values.
 LX0130
 LX0130;                    North         East    Units  Estimated Accuracy
 LX0130;SPC CT       -   205,200.      349,210.      MT  (+/- 180 meters Scaled)
 LX0130
 LX0130                          SUPERSEDED SURVEY CONTROL
 LX0130
 LX0130.No superseded survey control is available for this station.
 LX0130
 LX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL327766(NAD 83)
 LX0130_MARKER: Q = CHISELED SQUARE
 LX0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0130_SP_SET: ABUTMENT
 LX0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0130
 LX0130  HISTORY     - Date     Condition        Report By
 LX0130  HISTORY     - UNK      MONUMENTED       DOD
 LX0130  HISTORY     - 1965     GOOD             NGS
 LX0130  HISTORY     - 1987     GOOD             USPSQD
 LX0130  HISTORY     - 1989     POOR             USPSQD
 LX0130
 LX0130                          STATION DESCRIPTION
 LX0130
 LX0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0130'2 MI W FROM NIANTIC.
 LX0130'ABOUT 2 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0130'RAILROAD FROM THE STATION AT NIANTIC, NEW LONDON COUNTY, BETWEEN
 LX0130'GIANT NECK AND BLACK POINT, AT BRIDGE 42.06 OVER PATAGUANSET
 LX0130'RIVER, ON THE NORTHWEST CORNER OF THE CONCRETE PARAPET OF THE
 LX0130'WEST ABUTMENT, 8 FEET NORTH OF THE NORTH RAIL, AND ABOUT ONE
 LX0130'FOOT LOWER THAN THE TRACK.  A CHISELED SQUARE.
 LX0130
 LX0130                          STATION RECOVERY (1987)
 LX0130
 LX0130'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0130'RECOVERED IN GOOD CONDITION.
 LX0130
 LX0130                          STATION RECOVERY (1989)
 LX0130
 LX0130'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0130'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0742 ***********************************************************************
 LW0742  DESIGNATION -  P 6
 LW0742  PID         -  LW0742
 LW0742  STATE/COUNTY-  CT/NEW LONDON
 LW0742  USGS QUAD   -  WATCH HILL (1984)
 LW0742
 LW0742                         *CURRENT SURVEY CONTROL
 LW0742  ___________________________________________________________________
 LW0742* NAD 83(1986)-  41 22 01.     (N)    071 50 18.     (W)     SCALED    
 LW0742* NAVD 88     -         9.626  (meters)      31.58   (feet)  ADJUSTED  
 LW0742  ___________________________________________________________________
 LW0742  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW0742  DYNAMIC HT  -           9.623 (meters)      31.57  (feet)  COMP
 LW0742  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LW0742
 LW0742  VERT ORDER  -  FIRST     CLASS I
 LW0742
 LW0742.The horizontal coordinates were scaled from a topographic map and have
 LW0742.an estimated accuracy of +/- 6 seconds.
 LW0742
 LW0742.The orthometric height was determined by differential leveling
 LW0742.and adjusted by the National Geodetic Survey in June 1991..
 LW0742
 LW0742.The geoid height was determined by GEOID03.
 LW0742
 LW0742.The dynamic height is computed by dividing the NAVD 88
 LW0742.geopotential number by the normal gravity value computed on the
 LW0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0742.degrees latitude (g = 980.6199 gals.).
 LW0742
 LW0742.The modeled gravity was interpolated from observed gravity values.
 LW0742
 LW0742;                    North         East    Units  Estimated Accuracy
 LW0742;SPC CT       -   212,060.      381,080.      MT  (+/- 180 meters Scaled)
 LW0742
 LW0742                          SUPERSEDED SURVEY CONTROL
 LW0742
 LW0742  NGVD 29 (??/??/92)    9.917  (m)           32.54   (f) ADJ UNCH    1 1
 LW0742
 LW0742.Superseded values are not recommended for survey control.
 LW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0742.See file dsdata.txt to determine how the superseded data were derived.
 LW0742
 LW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF626833(NAD 83)
 LW0742_MARKER: DB = BENCH MARK DISK
 LW0742_SETTING: 66 = SET IN ROCK OUTCROP
 LW0742_SP_SET: ROCK LEDGE
 LW0742_STAMPING: P 6 ELEV 32.536 FT 1922
 LW0742_MARK LOGO: CGS   
 LW0742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0742+STABILITY: POSITION/ELEVATION WELL
 LW0742
 LW0742  HISTORY     - Date     Condition        Report By
 LW0742  HISTORY     - 1922     MONUMENTED       CGS
 LW0742  HISTORY     - 1965     GOOD             NGS
 LW0742  HISTORY     - 1972     GOOD             CTGS
 LW0742  HISTORY     - 1984     GOOD             NGS
 LW0742  HISTORY     - 1988     GOOD             USPSQD
 LW0742  HISTORY     - 1988     GOOD             USPSQD
 LW0742  HISTORY     - 1990     GOOD             USPSQD
 LW0742
 LW0742                          STATION DESCRIPTION
 LW0742
 LW0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0742'0.7 MI SW FROM PAWCATUCK.
 LW0742'0.7 MILE SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0742'RAILROAD FROM THE BRIDGE OVER U.S. HIGHWAY 1 AT PAWCATUCK, SET ON
 LW0742'THE TOP OF THE SOUTH END OF A ROCK LEDGE, 459 FEET SOUTHWEST OF
 LW0742'THE ABANDONED BURDICK LANE CROSSING, 20.5 FEET NORTHWEST OF THE
 LW0742'NORTHWEST RAIL OF THE WESTBOUND TRACK, 13 FEET EAST OF THE EAST
 LW0742'SIDE OF A 20-INCH OAK TREE, ABOUT 3 FEET LOWER THAN THE HIGHEST
 LW0742'PART OF THE ROCK AND 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
 LW0742'NOTE-- MARY MAY BE REACHED BY GOING 0.25 MILE WEST ALONG U.S.
 LW0742'HIGHWAY 1 FROM THE JUNCTION OF PAWCATUCK, THENCE 0.6 MILE SOUTH
 LW0742'ALONG MOSS STREET TO BURDICK LANE, THENCE 459 FEET SOUTHWEST
 LW0742'ALONG THE TRACK TO MARK ON RIGHT.
 LW0742
 LW0742                          STATION RECOVERY (1972)
 LW0742
 LW0742'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LW0742'RECOVERED IN GOOD CONDITION.
 LW0742
 LW0742                          STATION RECOVERY (1984)
 LW0742
 LW0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW0742'RECOVERED IN GOOD CONDITION.
 LW0742
 LW0742                          STATION RECOVERY (1988)
 LW0742
 LW0742'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW0742'RECOVERED IN GOOD CONDITION.
 LW0742
 LW0742                          STATION RECOVERY (1988)
 LW0742
 LW0742'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0742'RECOVERED IN GOOD CONDITION.
 LW0742
 LW0742                          STATION RECOVERY (1990)
 LW0742
 LW0742'RECOVERY NOTE BY US POWER SQUADRON 1990 (WHW)
 LW0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1702 ***********************************************************************
 LW1702  DESIGNATION -  P 62
 LW1702  PID         -  LW1702
 LW1702  STATE/COUNTY-  CT/WINDHAM
 LW1702  USGS QUAD   -  PLAINFIELD (1983)
 LW1702
 LW1702                         *CURRENT SURVEY CONTROL
 LW1702  ___________________________________________________________________
 LW1702* NAD 83(1986)-  41 43 17.     (N)    071 54 28.     (W)     SCALED    
 LW1702* NAVD 88     -        55.948  (meters)     183.56   (feet)  ADJUSTED  
 LW1702  ___________________________________________________________________
 LW1702  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW1702  DYNAMIC HT  -          55.929 (meters)     183.49  (feet)  COMP
 LW1702  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LW1702
 LW1702  VERT ORDER  -  FIRST     CLASS II
 LW1702
 LW1702.The horizontal coordinates were scaled from a topographic map and have
 LW1702.an estimated accuracy of +/- 6 seconds.
 LW1702
 LW1702.The orthometric height was determined by differential leveling
 LW1702.and adjusted by the National Geodetic Survey in June 1991..
 LW1702
 LW1702.The geoid height was determined by GEOID03.
 LW1702
 LW1702.The dynamic height is computed by dividing the NAVD 88
 LW1702.geopotential number by the normal gravity value computed on the
 LW1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1702.degrees latitude (g = 980.6199 gals.).
 LW1702
 LW1702.The modeled gravity was interpolated from observed gravity values.
 LW1702
 LW1702;                    North         East    Units  Estimated Accuracy
 LW1702;SPC CT       -   251,370.      374,880.      MT  (+/- 180 meters Scaled)
 LW1702
 LW1702                          SUPERSEDED SURVEY CONTROL
 LW1702
 LW1702.No superseded survey control is available for this station.
 LW1702
 LW1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG581229(NAD 83)
 LW1702_MARKER: DB = BENCH MARK DISK
 LW1702_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1702_SP_SET: ABUTMENT
 LW1702_STAMPING: P 62 1984
 LW1702_MARK LOGO: NGS   
 LW1702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1702
 LW1702  HISTORY     - Date     Condition        Report By
 LW1702  HISTORY     - 1984     MONUMENTED       NGS
 LW1702  HISTORY     - 19961020 GOOD             USPSQD
 LW1702
 LW1702                          STATION DESCRIPTION
 LW1702
 LW1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1702'IN CENTRAL VILLAGE.
 LW1702'IN CENTRAL VILLAGE, 0.2 KM (0.1 MI) SOUTHWEST ALONG THE PENN CENTRAL
 LW1702'RAILROAD FROM THE JUNCTION OF STATE HIGHWAY 14 WEST, IN TOP OF THE
 LW1702'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE RAILROAD BRIDGE OVER
 LW1702'THE MOOSUP RIVER, 1.52 METERS (5.0 FT) SOUTHEAST OF THE SOUTHEAST RAIL
 LW1702'OF THE TRACKS, 2.28 METERS (7.5 FT) NORTHWEST OF THE SOUTHEAST END OF
 LW1702'THE NORTHEAST ABUTMENT OF THE BRIDGE.
 LW1702'THE MARK IS 0.18 M BELOW TRACKS.
 LW1702
 LW1702                          STATION RECOVERY (1996)
 LW1702
 LW1702'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2078 ***********************************************************************
 LX2078  DESIGNATION -  P 63
 LX2078  PID         -  LX2078
 LX2078  STATE/COUNTY-  CT/TOLLAND
 LX2078  USGS QUAD   -  ELLINGTON (1984)
 LX2078
 LX2078                         *CURRENT SURVEY CONTROL
 LX2078  ___________________________________________________________________
 LX2078* NAD 83(1986)-  41 58 37.     (N)    072 23 18.     (W)     SCALED    
 LX2078* NAVD 88     -       269.747  (meters)     884.99   (feet)  ADJUSTED  
 LX2078  ___________________________________________________________________
 LX2078  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX2078  DYNAMIC HT  -         269.662 (meters)     884.72  (feet)  COMP
 LX2078  MODELED GRAV-     980,298.8   (mgal)                       NAVD 88
 LX2078
 LX2078  VERT ORDER  -  FIRST     CLASS II
 LX2078
 LX2078.The horizontal coordinates were scaled from a topographic map and have
 LX2078.an estimated accuracy of +/- 6 seconds.
 LX2078
 LX2078.The orthometric height was determined by differential leveling
 LX2078.and adjusted by the National Geodetic Survey in June 1991..
 LX2078
 LX2078.The geoid height was determined by GEOID03.
 LX2078
 LX2078.The dynamic height is computed by dividing the NAVD 88
 LX2078.geopotential number by the normal gravity value computed on the
 LX2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2078.degrees latitude (g = 980.6199 gals.).
 LX2078
 LX2078.The modeled gravity was interpolated from observed gravity values.
 LX2078
 LX2078;                    North         East    Units  Estimated Accuracy
 LX2078;SPC CT       -   279,480.      334,780.      MT  (+/- 180 meters Scaled)
 LX2078
 LX2078                          SUPERSEDED SURVEY CONTROL
 LX2078
 LX2078.No superseded survey control is available for this station.
 LX2078
 LX2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM163505(NAD 83)
 LX2078_MARKER: DB = BENCH MARK DISK
 LX2078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2078_SP_SET: HEADWALL
 LX2078_STAMPING: P 63 1984
 LX2078_MARK LOGO: NGS   
 LX2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2078+STABILITY: SURFACE MOTION
 LX2078
 LX2078  HISTORY     - Date     Condition        Report By
 LX2078  HISTORY     - 1984     MONUMENTED       NGS
 LX2078
 LX2078                          STATION DESCRIPTION
 LX2078
 LX2078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2078'3.5 KM (2.2 MI) EAST FROM SOMERS.
 LX2078'3.5 KM (2.2 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2078'SOMERS TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH HEADWALL OF A
 LX2078'CULVERT UNDER THE HIGHWAY, 0.2 KM (0.1 MI) EAST OF THE ENTRANCE TO THE
 LX2078'JOHNSON MEMORIAL HOSPITAL, 6.10 METERS (20.0 FT) SOUTH OF THE
 LX2078'CENTERLINE OF THE HIGHWAY, 0.73 METER (2.4 FT) WEST OF THE EAST END OF
 LX2078'THE HEADWALL.
 LX2078'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 LX2078'THE MARK IS 0.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2125 ***********************************************************************
 LX2125  DESIGNATION -  P 64
 LX2125  PID         -  LX2125
 LX2125  STATE/COUNTY-  CT/NEW LONDON
 LX2125  USGS QUAD   -  NORWICH (1983)
 LX2125
 LX2125                         *CURRENT SURVEY CONTROL
 LX2125  ___________________________________________________________________
 LX2125* NAD 83(1986)-  41 37 02.     (N)    072 05 05.     (W)     SCALED    
 LX2125* NAVD 88     -        27.089  (meters)      88.87   (feet)  ADJUSTED  
 LX2125  ___________________________________________________________________
 LX2125  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX2125  DYNAMIC HT  -          27.079 (meters)      88.84  (feet)  COMP
 LX2125  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LX2125
 LX2125  VERT ORDER  -  FIRST     CLASS II
 LX2125
 LX2125.The horizontal coordinates were scaled from a topographic map and have
 LX2125.an estimated accuracy of +/- 6 seconds.
 LX2125
 LX2125.The orthometric height was determined by differential leveling
 LX2125.and adjusted by the National Geodetic Survey in June 1991..
 LX2125
 LX2125.The geoid height was determined by GEOID03.
 LX2125
 LX2125.The dynamic height is computed by dividing the NAVD 88
 LX2125.geopotential number by the normal gravity value computed on the
 LX2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2125.degrees latitude (g = 980.6199 gals.).
 LX2125
 LX2125.The modeled gravity was interpolated from observed gravity values.
 LX2125
 LX2125;                    North         East    Units  Estimated Accuracy
 LX2125;SPC CT       -   239,670.      360,250.      MT  (+/- 180 meters Scaled)
 LX2125
 LX2125                          SUPERSEDED SURVEY CONTROL
 LX2125
 LX2125.No superseded survey control is available for this station.
 LX2125
 LX2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM428113(NAD 83)
 LX2125_MARKER: DB = BENCH MARK DISK
 LX2125_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2125_SP_SET: BRIDGE ABUTMENT
 LX2125_STAMPING: P 64 1984
 LX2125_MARK LOGO: NGS   
 LX2125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2125
 LX2125  HISTORY     - Date     Condition        Report By
 LX2125  HISTORY     - 1984     MONUMENTED       NGS
 LX2125  HISTORY     - 1986     GOOD             NGS
 LX2125  HISTORY     - 19901008 MARK NOT FOUND   USPSQD
 LX2125
 LX2125                          STATION DESCRIPTION
 LX2125
 LX2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2125'IN BALTIC.
 LX2125'IN BALTIC, AT THE JUNCTION OF STATE HIGHWAYS 97 AND 207, IN TOP OF THE
 LX2125'NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE HIGHWAY 97 BRIDGE OVER
 LX2125'THE SHETUCKET RIVER, 6.55 METERS (21.5 FT) NORTHWEST OF THE CENTERLINE
 LX2125'OF HIGHWAY 97, 0.76 METER (2.5 FT) NORTHEAST OF THE SOUTHWEST END OF
 LX2125'THE NORTHWEST METAL GUARD RAIL OF THE BRIDGE.
 LX2125'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2125
 LX2125                          STATION RECOVERY (1986)
 LX2125
 LX2125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2125'RECOVERED IN GOOD CONDITION.
 LX2125
 LX2125                          STATION RECOVERY (1990)
 LX2125
 LX2125'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2153 ***********************************************************************
 LX2153  DESIGNATION -  P 65
 LX2153  PID         -  LX2153
 LX2153  STATE/COUNTY-  CT/TOLLAND
 LX2153  USGS QUAD   -  COLUMBIA (1984)
 LX2153
 LX2153                         *CURRENT SURVEY CONTROL
 LX2153  ___________________________________________________________________
 LX2153* NAD 83(1986)-  41 43 45.     (N)    072 20 29.     (W)     SCALED    
 LX2153* NAVD 88     -        98.620  (meters)     323.56   (feet)  ADJUSTED  
 LX2153  ___________________________________________________________________
 LX2153  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2153  DYNAMIC HT  -          98.585 (meters)     323.44  (feet)  COMP
 LX2153  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX2153
 LX2153  VERT ORDER  -  FIRST     CLASS II
 LX2153
 LX2153.The horizontal coordinates were scaled from a topographic map and have
 LX2153.an estimated accuracy of +/- 6 seconds.
 LX2153
 LX2153.The orthometric height was determined by differential leveling
 LX2153.and adjusted by the National Geodetic Survey in June 1991..
 LX2153
 LX2153.The geoid height was determined by GEOID03.
 LX2153
 LX2153.The dynamic height is computed by dividing the NAVD 88
 LX2153.geopotential number by the normal gravity value computed on the
 LX2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2153.degrees latitude (g = 980.6199 gals.).
 LX2153
 LX2153.The modeled gravity was interpolated from observed gravity values.
 LX2153
 LX2153;                    North         East    Units  Estimated Accuracy
 LX2153;SPC CT       -   251,970.      338,800.      MT  (+/- 180 meters Scaled)
 LX2153
 LX2153                          SUPERSEDED SURVEY CONTROL
 LX2153
 LX2153.No superseded survey control is available for this station.
 LX2153
 LX2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM211231(NAD 83)
 LX2153_MARKER: DB = BENCH MARK DISK
 LX2153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2153_SP_SET: HEADWALL
 LX2153_STAMPING: P 65 1984
 LX2153_MARK LOGO: NGS   
 LX2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2153+STABILITY: SURFACE MOTION
 LX2153
 LX2153  HISTORY     - Date     Condition        Report By
 LX2153  HISTORY     - 1984     MONUMENTED       NGS
 LX2153
 LX2153                          STATION DESCRIPTION
 LX2153
 LX2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2153'3.4 KM (2.15 MI) EAST FROM ANDOVER.
 LX2153'3.4 KM (2.15 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2153'ANDOVER TO THE MARK ON THE RIGHT, IN TOP OF THE EAST END OF THE SOUTH
 LX2153'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.25 METERS (20.5 FT) SOUTH
 LX2153'OF THE CENTERLINE OF THE HIGHWAY, 2.96 METERS (9.7 FT) EAST OF UTILITY
 LX2153'POLE 297 WITH A TRANSFORMER.
 LX2153'THE MARK IS 1.37 METERS  S FROM A WITNESS POST.
 LX2153'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2111 ***********************************************************************
 LX2111  DESIGNATION -  P 66
 LX2111  PID         -  LX2111
 LX2111  STATE/COUNTY-  CT/WINDHAM
 LX2111  USGS QUAD   -  EASTFORD (1983)
 LX2111
 LX2111                         *CURRENT SURVEY CONTROL
 LX2111  ___________________________________________________________________
 LX2111* NAD 83(1986)-  41 58 12.     (N)    072 03 32.     (W)     SCALED    
 LX2111* NAVD 88     -       202.082  (meters)     663.00   (feet)  ADJUSTED  
 LX2111  ___________________________________________________________________
 LX2111  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2111  DYNAMIC HT  -         202.014 (meters)     662.77  (feet)  COMP
 LX2111  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX2111
 LX2111  VERT ORDER  -  FIRST     CLASS II
 LX2111
 LX2111.The horizontal coordinates were scaled from a topographic map and have
 LX2111.an estimated accuracy of +/- 6 seconds.
 LX2111
 LX2111.The orthometric height was determined by differential leveling
 LX2111.and adjusted by the National Geodetic Survey in June 1991..
 LX2111
 LX2111.The geoid height was determined by GEOID03.
 LX2111
 LX2111.The dynamic height is computed by dividing the NAVD 88
 LX2111.geopotential number by the normal gravity value computed on the
 LX2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2111.degrees latitude (g = 980.6199 gals.).
 LX2111
 LX2111.The modeled gravity was interpolated from observed gravity values.
 LX2111
 LX2111;                    North         East    Units  Estimated Accuracy
 LX2111;SPC CT       -   278,870.      362,090.      MT  (+/- 180 meters Scaled)
 LX2111
 LX2111                          SUPERSEDED SURVEY CONTROL
 LX2111
 LX2111.No superseded survey control is available for this station.
 LX2111
 LX2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM437506(NAD 83)
 LX2111_MARKER: DB = BENCH MARK DISK
 LX2111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2111_SP_SET: RETAINING WALL
 LX2111_STAMPING: P 66 1984
 LX2111_MARK LOGO: NGS   
 LX2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2111+STABILITY: SURFACE MOTION
 LX2111
 LX2111  HISTORY     - Date     Condition        Report By
 LX2111  HISTORY     - 1984     MONUMENTED       NGS
 LX2111  HISTORY     - 19961117 GOOD             USPSQD
 LX2111
 LX2111                          STATION DESCRIPTION
 LX2111
 LX2111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2111'6.4 KM (4.0 MI) WEST FROM NORTH WOODSTOCK.
 LX2111'6.4 KM (4.0 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2111'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT, IN TOP
 LX2111'OF THE NORTHWEST END OF THE SOUTHWEST RETAINING WALL OF A SMALL BRIDGE
 LX2111'OVER A SMALL STREAM, 3.96 METERS (13.0 FT) SOUTHWEST OF THE CENTERLINE
 LX2111'OF THE HIGHWAY, 0.61 METER (2.0 FT) SOUTHEAST OF THE NORTHWEST END OF
 LX2111'THE RETAINING WALL.
 LX2111'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX2111
 LX2111                          STATION RECOVERY (1996)
 LX2111
 LX2111'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2218 ***********************************************************************
 LX2218  DESIGNATION -  P 67
 LX2218  PID         -  LX2218
 LX2218  STATE/COUNTY-  CT/MIDDLESEX
 LX2218  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2218
 LX2218                         *CURRENT SURVEY CONTROL
 LX2218  ___________________________________________________________________
 LX2218* NAD 83(1986)-  41 30 57.     (N)    072 35 58.     (W)     SCALED    
 LX2218* NAVD 88     -       114.119  (meters)     374.41   (feet)  ADJUSTED  
 LX2218  ___________________________________________________________________
 LX2218  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX2218  DYNAMIC HT  -         114.081 (meters)     374.28  (feet)  COMP
 LX2218  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX2218
 LX2218  VERT ORDER  -  FIRST     CLASS II
 LX2218
 LX2218.The horizontal coordinates were scaled from a topographic map and have
 LX2218.an estimated accuracy of +/- 6 seconds.
 LX2218
 LX2218.The orthometric height was determined by differential leveling
 LX2218.and adjusted by the National Geodetic Survey in June 1991..
 LX2218
 LX2218.The geoid height was determined by GEOID03.
 LX2218
 LX2218.The dynamic height is computed by dividing the NAVD 88
 LX2218.geopotential number by the normal gravity value computed on the
 LX2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2218.degrees latitude (g = 980.6199 gals.).
 LX2218
 LX2218.The modeled gravity was interpolated from observed gravity values.
 LX2218
 LX2218;                    North         East    Units  Estimated Accuracy
 LX2218;SPC CT       -   228,210.      317,370.      MT  (+/- 180 meters Scaled)
 LX2218
 LX2218                          SUPERSEDED SURVEY CONTROL
 LX2218
 LX2218.No superseded survey control is available for this station.
 LX2218
 LX2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL003988(NAD 83)
 LX2218_MARKER: DB = BENCH MARK DISK
 LX2218_SETTING: 66 = SET IN ROCK OUTCROP
 LX2218_SP_SET: ROCK OUTCROP
 LX2218_STAMPING: P 67 1984
 LX2218_MARK LOGO: NGS   
 LX2218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2218+STABILITY: POSITION/ELEVATION WELL
 LX2218
 LX2218  HISTORY     - Date     Condition        Report By
 LX2218  HISTORY     - 1984     MONUMENTED       NGS
 LX2218
 LX2218                          STATION DESCRIPTION
 LX2218
 LX2218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2218'6.8 KM (4.25 MI) SE FROM MIDDLETOWN.
 LX2218'6.8 KM (4.25 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2218'MIDDLETOWN TO THE MARK ON THE LEFT, SET VERTICALLY AND NEAR THE
 LX2218'NORTHWEST END OF A ROCK CUT, 5.49 METERS (18.0 FT) NORTHEAST OF THE
 LX2218'CENTERLINE OF THE HIGHWAY, 5.79 METERS (19.0 FT) SOUTHEAST OF THE
 LX2218'NORTHWEST END OF THE ROCK CUT.
 LX2218'THE MARK IS 1.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2242 ***********************************************************************
 LX2242  DESIGNATION -  P 69
 LX2242  PID         -  LX2242
 LX2242  STATE/COUNTY-  CT/MIDDLESEX
 LX2242  USGS QUAD   -  DEEP RIVER (1971)
 LX2242
 LX2242                         *CURRENT SURVEY CONTROL
 LX2242  ___________________________________________________________________
 LX2242* NAD 83(1986)-  41 23 49.     (N)    072 26 20.     (W)     SCALED    
 LX2242* NAVD 88     -        20.921  (meters)      68.64   (feet)  ADJUSTED  
 LX2242  ___________________________________________________________________
 LX2242  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX2242  DYNAMIC HT  -          20.914 (meters)      68.62  (feet)  COMP
 LX2242  MODELED GRAV-     980,282.8   (mgal)                       NAVD 88
 LX2242
 LX2242  VERT ORDER  -  FIRST     CLASS II
 LX2242
 LX2242.The horizontal coordinates were scaled from a topographic map and have
 LX2242.an estimated accuracy of +/- 6 seconds.
 LX2242
 LX2242.The orthometric height was determined by differential leveling
 LX2242.and adjusted by the National Geodetic Survey in June 1991..
 LX2242
 LX2242.The geoid height was determined by GEOID03.
 LX2242
 LX2242.The dynamic height is computed by dividing the NAVD 88
 LX2242.geopotential number by the normal gravity value computed on the
 LX2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2242.degrees latitude (g = 980.6199 gals.).
 LX2242
 LX2242.The modeled gravity was interpolated from observed gravity values.
 LX2242
 LX2242;                    North         East    Units  Estimated Accuracy
 LX2242;SPC CT       -   215,040.      330,820.      MT  (+/- 180 meters Scaled)
 LX2242
 LX2242                          SUPERSEDED SURVEY CONTROL
 LX2242
 LX2242.No superseded survey control is available for this station.
 LX2242
 LX2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL141859(NAD 83)
 LX2242_MARKER: DB = BENCH MARK DISK
 LX2242_SETTING: 66 = SET IN ROCK OUTCROP
 LX2242_SP_SET: ROCK OUTCROP
 LX2242_STAMPING: P 69 1984
 LX2242_MARK LOGO: NGS   
 LX2242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2242+STABILITY: POSITION/ELEVATION WELL
 LX2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2242+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2242
 LX2242  HISTORY     - Date     Condition        Report By
 LX2242  HISTORY     - 1984     MONUMENTED       NGS
 LX2242  HISTORY     - 1985     GOOD             NGS
 LX2242  HISTORY     - 1988     GOOD             USPSQD
 LX2242  HISTORY     - 1989     GOOD             USPSQD
 LX2242  HISTORY     - 1991     GOOD             USPSQD
 LX2242  HISTORY     - 19950806 GOOD             USPSQD
 LX2242  HISTORY     - 19970210 GOOD             USPSQD
 LX2242  HISTORY     - 20060211 GOOD             USPSQD
 LX2242
 LX2242                          STATION DESCRIPTION
 LX2242
 LX2242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2242'1.8 KM (1.1 MI) NORTH FROM DEEP RIVER.
 LX2242'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2242'DEEP RIVER TO THE MARK ON THE RIGHT, 10.0 METERS (33.0 FT) NORTHEAST
 LX2242'OF THE CENTERLINE OF THE HIGHWAY, 4.2 METERS (14.0 FT) EAST OF POWER
 LX2242'POLE 722, 3.0 METERS (10.0 FT) SOUTHWEST OF A GUY WIRE, 13.4 METERS
 LX2242'(44.0 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY.
 LX2242'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2242
 LX2242                          STATION RECOVERY (1985)
 LX2242
 LX2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2242'RECOVERED IN GOOD CONDITION.
 LX2242
 LX2242                          STATION RECOVERY (1988)
 LX2242
 LX2242'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX2242'RECOVERED IN GOOD CONDITION.
 LX2242
 LX2242                          STATION RECOVERY (1989)
 LX2242
 LX2242'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2242'RECOVERED IN GOOD CONDITION.
 LX2242
 LX2242                          STATION RECOVERY (1991)
 LX2242
 LX2242'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2242'RECOVERED IN GOOD CONDITION.
 LX2242
 LX2242                          STATION RECOVERY (1995)
 LX2242
 LX2242'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2242'RECOVERED IN GOOD CONDITION.
 LX2242
 LX2242                          STATION RECOVERY (1997)
 LX2242
 LX2242'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2242'RECOVERED IN GOOD CONDITION.
 LX2242
 LX2242                          STATION RECOVERY (2006)
 LX2242
 LX2242'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0544 ***********************************************************************
 LX0544  DESIGNATION -  P 7
 LX0544  PID         -  LX0544
 LX0544  STATE/COUNTY-  CT/HARTFORD
 LX0544  USGS QUAD   -  BRISTOL (1984)
 LX0544
 LX0544                         *CURRENT SURVEY CONTROL
 LX0544  ___________________________________________________________________
 LX0544* NAD 83(1986)-  41 40 07.     (N)    072 56 19.     (W)     SCALED    
 LX0544* NAVD 88     -        90.241  (meters)     296.07   (feet)  POSTED    
 LX0544  ___________________________________________________________________
 LX0544  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX0544  DYNAMIC HT  -          90.210 (meters)     295.96  (feet)  COMP
 LX0544  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 LX0544
 LX0544  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0544
 LX0544.The horizontal coordinates were scaled from a topographic map and have
 LX0544.an estimated accuracy of +/- 6 seconds.
 LX0544
 LX0544.The orthometric height was determined by differential leveling
 LX0544.and adjusted by the National Geodetic Survey in 1992..
 LX0544.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0544.rate of 0.0 thru 1.0 mm/km.
 LX0544
 LX0544.The geoid height was determined by GEOID03.
 LX0544
 LX0544.The dynamic height is computed by dividing the NAVD 88
 LX0544.geopotential number by the normal gravity value computed on the
 LX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0544.degrees latitude (g = 980.6199 gals.).
 LX0544
 LX0544.The modeled gravity was interpolated from observed gravity values.
 LX0544
 LX0544;                    North         East    Units  Estimated Accuracy
 LX0544;SPC CT       -   245,180.      289,090.      MT  (+/- 180 meters Scaled)
 LX0544
 LX0544                          SUPERSEDED SURVEY CONTROL
 LX0544
 LX0544.No superseded survey control is available for this station.
 LX0544
 LX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM716150(NAD 83)
 LX0544_MARKER: DJ = TIDAL STATION DISK
 LX0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0544_SP_SET: CONCRETE SLAB
 LX0544_STAMPING: 296.938 FT
 LX0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0544
 LX0544  HISTORY     - Date     Condition        Report By
 LX0544  HISTORY     - UNK      MONUMENTED       USGS
 LX0544  HISTORY     - 1923     GOOD             NGS
 LX0544  HISTORY     - 1934     GOOD             LOCSUR
 LX0544
 LX0544                          STATION DESCRIPTION
 LX0544
 LX0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0544'AT BRISTOL.
 LX0544'AT BRISTOL, HARTFORD COUNTY, U.S. RTE 6 AT THE BRISTOL HIGH SCHOOL
 LX0544'BETWEEN SOUTH STREET AND THE BOULEVARD, AT THE E OR MAIN ENTRANCE
 LX0544'TO THE SCHOOL, ON THE N CONCRETE SLAB.  A U.S. GEOLOGICAL SURVEY
 LX0544'STANDARD DISK, STAMPED 296.938 FT.  NOTE-- 8 FT N OF THE E OR
 LX0544'MAIN ENTRANCE.
 LX0544
 LX0544                          STATION RECOVERY (1934)
 LX0544
 LX0544'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2286 ***********************************************************************
 LX2286  DESIGNATION -  P 71
 LX2286  PID         -  LX2286
 LX2286  STATE/COUNTY-  CT/FAIRFIELD
 LX2286  USGS QUAD   -  POUND RIDGE (1971)
 LX2286
 LX2286                         *CURRENT SURVEY CONTROL
 LX2286  ___________________________________________________________________
 LX2286* NAD 83(1986)-  41 10 41.     (N)    073 32 11.     (W)     SCALED    
 LX2286* NAVD 88     -       119.098  (meters)     390.74   (feet)  ADJUSTED  
 LX2286  ___________________________________________________________________
 LX2286  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX2286  DYNAMIC HT  -         119.056 (meters)     390.60  (feet)  COMP
 LX2286  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 LX2286
 LX2286  VERT ORDER  -  FIRST     CLASS II
 LX2286
 LX2286.The horizontal coordinates were scaled from a topographic map and have
 LX2286.an estimated accuracy of +/- 6 seconds.
 LX2286
 LX2286.The orthometric height was determined by differential leveling
 LX2286.and adjusted by the National Geodetic Survey in June 1991..
 LX2286
 LX2286.The geoid height was determined by GEOID03.
 LX2286
 LX2286.The dynamic height is computed by dividing the NAVD 88
 LX2286.geopotential number by the normal gravity value computed on the
 LX2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2286.degrees latitude (g = 980.6199 gals.).
 LX2286
 LX2286.The modeled gravity was interpolated from observed gravity values.
 LX2286
 LX2286;                    North         East    Units  Estimated Accuracy
 LX2286;SPC CT       -   190,980.      238,820.      MT  (+/- 180 meters Scaled)
 LX2286
 LX2286                          SUPERSEDED SURVEY CONTROL
 LX2286
 LX2286.No superseded survey control is available for this station.
 LX2286
 LX2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL227595(NAD 83)
 LX2286_MARKER: DB = BENCH MARK DISK
 LX2286_SETTING: 66 = SET IN ROCK OUTCROP
 LX2286_SP_SET: ROCK OUTCROP
 LX2286_STAMPING: P 71 1985
 LX2286_MARK LOGO: NGS   
 LX2286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2286+STABILITY: POSITION/ELEVATION WELL
 LX2286
 LX2286  HISTORY     - Date     Condition        Report By
 LX2286  HISTORY     - 1985     MONUMENTED       NGS
 LX2286
 LX2286                          STATION DESCRIPTION
 LX2286
 LX2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2286'2.4 KM (1.5 MI) SE FROM POUND RIDGE NY.
 LX2286'1.6 KM (1.0 MI) SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LX2286'IN POUND RIDGE, NY, THENCE 0.5 KM (0.3 MI) SOUTH ALONG WEST ROAD,
 LX2286'THENCE 0.4 KM (0.25 MI) WEST ALONG LOST DISTRICT DRIVE TO THE MARK ON
 LX2286'THE RIGHT, IN A ROCK OUTCROP, 7.6 METERS (25.0 FT) NORTHWEST OF THE
 LX2286'CENTER OF LOST DISTRICT DRIVE, 28.0 METERS (92.0 FT) SOUTHWEST OF THE
 LX2286'CENTER OF A DRIVEWAY AT MAIL BOX 456 LOST DISTRICT DRIVE.
 LX2286'THE MARK IS 0.30 M ABOVE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2278 ***********************************************************************
 LX2278  DESIGNATION -  P 72
 LX2278  PID         -  LX2278
 LX2278  STATE/COUNTY-  CT/FAIRFIELD
 LX2278  USGS QUAD   -  STAMFORD (1984)
 LX2278
 LX2278                         *CURRENT SURVEY CONTROL
 LX2278  ___________________________________________________________________
 LX2278* NAD 83(1986)-  41 06 39.     (N)    073 32 48.     (W)     SCALED    
 LX2278* NAVD 88     -        47.678  (meters)     156.42   (feet)  ADJUSTED  
 LX2278  ___________________________________________________________________
 LX2278  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX2278  DYNAMIC HT  -          47.662 (meters)     156.37  (feet)  COMP
 LX2278  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX2278
 LX2278  VERT ORDER  -  FIRST     CLASS II
 LX2278
 LX2278.The horizontal coordinates were scaled from a topographic map and have
 LX2278.an estimated accuracy of +/- 6 seconds.
 LX2278
 LX2278.The orthometric height was determined by differential leveling
 LX2278.and adjusted by the National Geodetic Survey in June 1991..
 LX2278
 LX2278.The geoid height was determined by GEOID03.
 LX2278
 LX2278.The dynamic height is computed by dividing the NAVD 88
 LX2278.geopotential number by the normal gravity value computed on the
 LX2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2278.degrees latitude (g = 980.6199 gals.).
 LX2278
 LX2278.The modeled gravity was interpolated from observed gravity values.
 LX2278
 LX2278;                    North         East    Units  Estimated Accuracy
 LX2278;SPC CT       -   183,530.      237,890.      MT  (+/- 180 meters Scaled)
 LX2278
 LX2278                          SUPERSEDED SURVEY CONTROL
 LX2278
 LX2278.No superseded survey control is available for this station.
 LX2278
 LX2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL220520(NAD 83)
 LX2278_MARKER: DB = BENCH MARK DISK
 LX2278_SETTING: 66 = SET IN ROCK OUTCROP
 LX2278_SP_SET: ROCK OUTCROP
 LX2278_STAMPING: P 72 1985
 LX2278_MARK LOGO: NGS   
 LX2278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2278+STABILITY: POSITION/ELEVATION WELL
 LX2278
 LX2278  HISTORY     - Date     Condition        Report By
 LX2278  HISTORY     - 1985     MONUMENTED       NGS
 LX2278
 LX2278                          STATION DESCRIPTION
 LX2278
 LX2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2278'IN STAMFORD.
 LX2278'IN STAMFORD, 0.1 KM (0.05 MI) SOUTHWEST ALONG STATE HIGHWAY 137 (HIGH
 LX2278'RIDGE ROAD) FROM THE OVERPASS FOR STATE HIGHWAY 15 (MERRITT PARKWAY)
 LX2278'TO THE MARK ON THE RIGHT, AT A TRAFFIC SIGNAL, ACROSS THE HIGHWAY FROM
 LX2278'AN ENTRANCE RAMP TO HIGHWAY 15, 4.27 METERS (14.0 FT) NORTHWEST OF THE
 LX2278'NORTHWEST EDGE OF THE HIGHWAY.
 LX2278'THE MARK IS 0.61 METERS  SSW FROM  A WITNESS POST
 LX2278'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2323 ***********************************************************************
 LX2323  DESIGNATION -  P 73
 LX2323  PID         -  LX2323
 LX2323  STATE/COUNTY-  CT/FAIRFIELD
 LX2323  USGS QUAD   -  BOTSFORD (1984)
 LX2323
 LX2323                         *CURRENT SURVEY CONTROL
 LX2323  ___________________________________________________________________
 LX2323* NAD 83(1986)-  41 18 04.     (N)    073 18 13.     (W)     SCALED    
 LX2323* NAVD 88     -       130.125  (meters)     426.92   (feet)  ADJUSTED  
 LX2323  ___________________________________________________________________
 LX2323  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX2323  DYNAMIC HT  -         130.081 (meters)     426.77  (feet)  COMP
 LX2323  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX2323
 LX2323  VERT ORDER  -  FIRST     CLASS II
 LX2323
 LX2323.The horizontal coordinates were scaled from a topographic map and have
 LX2323.an estimated accuracy of +/- 6 seconds.
 LX2323
 LX2323.The orthometric height was determined by differential leveling
 LX2323.and adjusted by the National Geodetic Survey in June 1991..
 LX2323
 LX2323.The geoid height was determined by GEOID03.
 LX2323
 LX2323.The dynamic height is computed by dividing the NAVD 88
 LX2323.geopotential number by the normal gravity value computed on the
 LX2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2323.degrees latitude (g = 980.6199 gals.).
 LX2323
 LX2323.The modeled gravity was interpolated from observed gravity values.
 LX2323
 LX2323;                    North         East    Units  Estimated Accuracy
 LX2323;SPC CT       -   204,500.      258,440.      MT  (+/- 180 meters Scaled)
 LX2323
 LX2323                          SUPERSEDED SURVEY CONTROL
 LX2323
 LX2323.No superseded survey control is available for this station.
 LX2323
 LX2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL420735(NAD 83)
 LX2323_MARKER: DB = BENCH MARK DISK
 LX2323_SETTING: 66 = SET IN ROCK OUTCROP
 LX2323_SP_SET: ROCK OUTCROP
 LX2323_STAMPING: P 73 1985
 LX2323_MARK LOGO: NGS   
 LX2323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2323+STABILITY: POSITION/ELEVATION WELL
 LX2323
 LX2323  HISTORY     - Date     Condition        Report By
 LX2323  HISTORY     - 1985     MONUMENTED       NGS
 LX2323
 LX2323                          STATION DESCRIPTION
 LX2323
 LX2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2323'8.5 KM (5.3 MI) SOUTH FROM REDDING RIDGE.
 LX2323'2.3 KM (1.4 MI) SOUTH ALONG STATE HIGHWAY 58 FROM THE JUNCTION OF
 LX2323'CROSS HIGHWAY IN REDDING RIDGE, THENCE 1.1 KM (0.7 MI) SOUTHEAST ALONG
 LX2323'PINE TREE ROAD, THENCE 5.1 KM (3.2 MI) NORTHEAST ALONG ROCK HOUSE ROAD
 LX2323'TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF HOUSE 130, ALSO 1.9 KM
 LX2323'(1.2 MI) SOUTHWEST ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF STATE
 LX2323'HIGHWAY 25 IN UPPER STEPNEY, THENCE 1.3 KM (0.8 MI) SOUTHWEST ALONG
 LX2323'MAPLE ROAD, THENCE 1.0 KM (0.6 MI) SOUTHWEST ALONG ROCK HOUSE ROAD,
 LX2323'29.2 METERS (96.0 FT) NORTHWEST OF THE CENTERLINE OF ROCK HOUSE ROAD,
 LX2323'20.2 METERS (66.5 FT) NORTHWEST OF THE WEST ONE OF TWO ROCK PILLARS AT
 LX2323'THE END OF A DRIVEWAY, 3.8 METERS (12.5 FT) WEST OF THE CENTER OF THE
 LX2323'DRIVEWAY.
 LX2323'THE MARK IS 0.30 M ABOVE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2360 ***********************************************************************
 LX2360  DESIGNATION -  P 74
 LX2360  PID         -  LX2360
 LX2360  STATE/COUNTY-  CT/FAIRFIELD
 LX2360  USGS QUAD   -  DANBURY (1984)
 LX2360
 LX2360                         *CURRENT SURVEY CONTROL
 LX2360  ___________________________________________________________________
 LX2360* NAD 83(1986)-  41 25 00.     (N)    073 25 10.     (W)     SCALED    
 LX2360* NAVD 88     -       100.407  (meters)     329.42   (feet)  ADJUSTED  
 LX2360  ___________________________________________________________________
 LX2360  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX2360  DYNAMIC HT  -         100.374 (meters)     329.31  (feet)  COMP
 LX2360  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LX2360
 LX2360  VERT ORDER  -  FIRST     CLASS II
 LX2360
 LX2360.The horizontal coordinates were scaled from a topographic map and have
 LX2360.an estimated accuracy of +/- 6 seconds.
 LX2360
 LX2360.The orthometric height was determined by differential leveling
 LX2360.and adjusted by the National Geodetic Survey in June 1991..
 LX2360
 LX2360.The geoid height was determined by GEOID03.
 LX2360
 LX2360.The dynamic height is computed by dividing the NAVD 88
 LX2360.geopotential number by the normal gravity value computed on the
 LX2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2360.degrees latitude (g = 980.6199 gals.).
 LX2360
 LX2360.The modeled gravity was interpolated from observed gravity values.
 LX2360
 LX2360;                    North         East    Units  Estimated Accuracy
 LX2360;SPC CT       -   217,400.      248,830.      MT  (+/- 180 meters Scaled)
 LX2360
 LX2360                          SUPERSEDED SURVEY CONTROL
 LX2360
 LX2360.No superseded survey control is available for this station.
 LX2360
 LX2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL320862(NAD 83)
 LX2360_MARKER: DB = BENCH MARK DISK
 LX2360_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2360_SP_SET: BRIDGE ABUTMENT
 LX2360_STAMPING: P 74 1985
 LX2360_MARK LOGO: NGS   
 LX2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2360
 LX2360  HISTORY     - Date     Condition        Report By
 LX2360  HISTORY     - 1985     MONUMENTED       NGS
 LX2360
 LX2360                          STATION DESCRIPTION
 LX2360
 LX2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2360'3.9 KM (2.45 MI) NE FROM DANBURY.
 LX2360'3.9 KM (2.45 MI) NORTHEAST ALONG INTERSTATE HIGHWAY 84 FROM THE
 LX2360'NORTHEAST END OF THE EAST BOUND LANE BRIDGE OVER STATE HIGHWAY 39 IN
 LX2360'DANBURY TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST WALKWAY
 LX2360'(ALSO ABUTMENT) OF THE HIGHWAY BRIDGE OVER FEDERAL ROAD AND PENN
 LX2360'CENTRAL RAILROAD, 6.95 METERS (22.8 FT) WEST OF THE CENTERLINE OF THE
 LX2360'HIGHWAY, 5.52 METERS (18.1 FT) NORTH OF THE SOUTHEAST END OF THE
 LX2360'BRIDGE, 0.24 METER (0.8 FT) NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST
 LX2360'FACE OF THE HAND RAIL OF THE BRIDGE.
 LX2360'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2472 ***********************************************************************
 LX2472  DESIGNATION -  P 75
 LX2472  PID         -  LX2472
 LX2472  STATE/COUNTY-  CT/LITCHFIELD
 LX2472  USGS QUAD   -  THOMASTON (1976)
 LX2472
 LX2472                         *CURRENT SURVEY CONTROL
 LX2472  ___________________________________________________________________
 LX2472* NAD 83(1986)-  41 40 48.     (N)    073 04 05.     (W)     SCALED    
 LX2472* NAVD 88     -       121.771  (meters)     399.51   (feet)  ADJUSTED  
 LX2472  ___________________________________________________________________
 LX2472  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2472  DYNAMIC HT  -         121.734 (meters)     399.39  (feet)  COMP
 LX2472  MODELED GRAV-     980,310.8   (mgal)                       NAVD 88
 LX2472
 LX2472  VERT ORDER  -  FIRST     CLASS II
 LX2472
 LX2472.The horizontal coordinates were scaled from a topographic map and have
 LX2472.an estimated accuracy of +/- 6 seconds.
 LX2472
 LX2472.The orthometric height was determined by differential leveling
 LX2472.and adjusted by the National Geodetic Survey in June 1991..
 LX2472
 LX2472.The geoid height was determined by GEOID03.
 LX2472
 LX2472.The dynamic height is computed by dividing the NAVD 88
 LX2472.geopotential number by the normal gravity value computed on the
 LX2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2472.degrees latitude (g = 980.6199 gals.).
 LX2472
 LX2472.The modeled gravity was interpolated from observed gravity values.
 LX2472
 LX2472;                    North         East    Units  Estimated Accuracy
 LX2472;SPC CT       -   246,480.      278,320.      MT  (+/- 180 meters Scaled)
 LX2472
 LX2472                          SUPERSEDED SURVEY CONTROL
 LX2472
 LX2472.No superseded survey control is available for this station.
 LX2472
 LX2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM608160(NAD 83)
 LX2472_MARKER: DB = BENCH MARK DISK
 LX2472_SETTING: 66 = SET IN ROCK OUTCROP
 LX2472_SP_SET: ROCK OUTCROP
 LX2472_STAMPING: P 75 1985
 LX2472_MARK LOGO: NGS   
 LX2472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2472+STABILITY: POSITION/ELEVATION WELL
 LX2472
 LX2472  HISTORY     - Date     Condition        Report By
 LX2472  HISTORY     - 1985     MONUMENTED       NGS
 LX2472
 LX2472                          STATION DESCRIPTION
 LX2472
 LX2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2472'IN THOMASTON.
 LX2472'IN THOMASTON, 1.0 KM (0.6 MI) NORTH ALONG NORTH MAIN STREET FROM THE
 LX2472'POST OFFICE TO THE MARK ON THE LEFT, IN TOP OF A ROCK OUTCROP,
 LX2472'11.27 METERS (37.0 FT) WEST OF THE CENTERLINE OF THE STREET, 23.46
 LX2472'METERS (77.0 FT) NORTH OF THE CENTER OF A PAVED DRIVEWAY OF A TWO
 LX2472'STORY FRAME HOUSE, 7.92 METERS (26.0 FT) SOUTHWEST OF A HIGHWAY SIGN
 LX2472'(SOUTH CON 222).
 LX2472'THE MARK IS 1.06 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2705 ***********************************************************************
 LX2705  DESIGNATION -  P 76
 LX2705  PID         -  LX2705
 LX2705  STATE/COUNTY-  CT/HARTFORD
 LX2705  USGS QUAD   -  AVON (1984)
 LX2705
 LX2705                         *CURRENT SURVEY CONTROL
 LX2705  ___________________________________________________________________
 LX2705* NAD 83(1986)-  41 47 45.     (N)    072 47 49.     (W)     SCALED    
 LX2705* NAVD 88     -       202.967  (meters)     665.90   (feet)  ADJUSTED  
 LX2705  ___________________________________________________________________
 LX2705  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX2705  DYNAMIC HT  -         202.910 (meters)     665.71  (feet)  COMP
 LX2705  MODELED GRAV-     980,334.0   (mgal)                       NAVD 88
 LX2705
 LX2705  VERT ORDER  -  FIRST     CLASS II
 LX2705
 LX2705.The horizontal coordinates were scaled from a topographic map and have
 LX2705.an estimated accuracy of +/- 6 seconds.
 LX2705
 LX2705.The orthometric height was determined by differential leveling
 LX2705.and adjusted by the National Geodetic Survey in June 1991..
 LX2705
 LX2705.The geoid height was determined by GEOID03.
 LX2705
 LX2705.The dynamic height is computed by dividing the NAVD 88
 LX2705.geopotential number by the normal gravity value computed on the
 LX2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2705.degrees latitude (g = 980.6199 gals.).
 LX2705
 LX2705.The modeled gravity was interpolated from observed gravity values.
 LX2705
 LX2705;                    North         East    Units  Estimated Accuracy
 LX2705;SPC CT       -   259,300.      300,900.      MT  (+/- 180 meters Scaled)
 LX2705
 LX2705                          SUPERSEDED SURVEY CONTROL
 LX2705
 LX2705.No superseded survey control is available for this station.
 LX2705
 LX2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM830294(NAD 83)
 LX2705_MARKER: DB = BENCH MARK DISK
 LX2705_SETTING: 66 = SET IN ROCK OUTCROP
 LX2705_SP_SET: ROCK OUTCROP
 LX2705_STAMPING: P 76 1985
 LX2705_MARK LOGO: NGS   
 LX2705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2705+STABILITY: POSITION/ELEVATION WELL
 LX2705
 LX2705  HISTORY     - Date     Condition        Report By
 LX2705  HISTORY     - 1985     MONUMENTED       NGS
 LX2705
 LX2705                          STATION DESCRIPTION
 LX2705
 LX2705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2705'3.6 KM (2.25 MI) EAST FROM AVON.
 LX2705'3.6 KM (2.25 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2705'HIGHWAY 10 NORTH IN AVON TO THE MARK ON THE LEFT, IN TOP OF A ROCK
 LX2705'OUTCROP, 11.36 METERS (37.3 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX2705'HIGHWAY, 12.19 METERS (40.0 FT) NORTHWEST OF THE CENTER OF THE
 LX2705'ENTRANCE ROAD OF A ROCK QUARRY, 12.34 METERS (40.5 FT) EAST-SOUTHEAST
 LX2705'OF POWER POLE 6381.
 LX2705'THE MARK IS 0.18 METERS  NE FROM  A WITNESS POST
 LX2705'THE MARK IS 1.06 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2514 ***********************************************************************
 LX2514  DESIGNATION -  P 77
 LX2514  PID         -  LX2514
 LX2514  STATE/COUNTY-  CT/NEW HAVEN
 LX2514  USGS QUAD   -  NAUGATUCK (1984)
 LX2514
 LX2514                         *CURRENT SURVEY CONTROL
 LX2514  ___________________________________________________________________
 LX2514* NAD 83(1986)-  41 24 44.     (N)    073 04 12.     (W)     SCALED    
 LX2514* NAVD 88     -        32.875  (meters)     107.86   (feet)  ADJUSTED  
 LX2514  ___________________________________________________________________
 LX2514  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2514  DYNAMIC HT  -          32.865 (meters)     107.82  (feet)  COMP
 LX2514  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 LX2514
 LX2514  VERT ORDER  -  FIRST     CLASS II
 LX2514
 LX2514.The horizontal coordinates were scaled from a topographic map and have
 LX2514.an estimated accuracy of +/- 6 seconds.
 LX2514
 LX2514.The orthometric height was determined by differential leveling
 LX2514.and adjusted by the National Geodetic Survey in June 1991..
 LX2514
 LX2514.The geoid height was determined by GEOID03.
 LX2514
 LX2514.The dynamic height is computed by dividing the NAVD 88
 LX2514.geopotential number by the normal gravity value computed on the
 LX2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2514.degrees latitude (g = 980.6199 gals.).
 LX2514
 LX2514.The modeled gravity was interpolated from observed gravity values.
 LX2514
 LX2514;                    North         East    Units  Estimated Accuracy
 LX2514;SPC CT       -   216,740.      278,050.      MT  (+/- 180 meters Scaled)
 LX2514
 LX2514                          SUPERSEDED SURVEY CONTROL
 LX2514
 LX2514.No superseded survey control is available for this station.
 LX2514
 LX2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL613863(NAD 83)
 LX2514_MARKER: DB = BENCH MARK DISK
 LX2514_SETTING: 66 = SET IN ROCK OUTCROP
 LX2514_SP_SET: ROCK CUT
 LX2514_STAMPING: P 77 1985
 LX2514_MARK LOGO: NGS   
 LX2514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2514+STABILITY: POSITION/ELEVATION WELL
 LX2514
 LX2514  HISTORY     - Date     Condition        Report By
 LX2514  HISTORY     - 1985     MONUMENTED       NGS
 LX2514
 LX2514                          STATION DESCRIPTION
 LX2514
 LX2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2514'1.9 KM (1.2 MI) NORTH FROM SEYMOUR.
 LX2514'0.3 KM (0.2 MI) NORTHEAST ALONG STATE HIGHWAY 67 FROM THE JUNCTION OF
 LX2514'MAIN STREET IN SEYMOUR, THENCE 1.6 KM (1.0 MI) NORTH ALONG STATE
 LX2514'HIGHWAY 8 TO THE MARK ON THE RIGHT, IN TOP OF A LOW LEDGE OF A LARGE
 LX2514'ROCK CUT, 14.02 METERS (46.0 FT) EAST OF THE CENTERLINE OF THE NORTH
 LX2514'BOUND LANE OF THE HIGHWAY, 3.57 METERS (11.7 FT) SOUTHEAST OF THE EAST
 LX2514'SUPPORT POST FOR A HIGHWAY SIGN (EXIT 23 STATE HIGHWAY 42 BEACON FALLS
 LX2514'OXFORD 1 MILE).
 LX2514'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2851 ***********************************************************************
 LX2851  DESIGNATION -  P 78
 LX2851  PID         -  LX2851
 LX2851  STATE/COUNTY-  CT/NEW HAVEN
 LX2851  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2851
 LX2851                         *CURRENT SURVEY CONTROL
 LX2851  ___________________________________________________________________
 LX2851* NAD 83(1986)-  41 28 17.     (N)    072 54 25.     (W)     SCALED    
 LX2851* NAVD 88     -        49.130  (meters)     161.19   (feet)  ADJUSTED  
 LX2851  ___________________________________________________________________
 LX2851  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2851  DYNAMIC HT  -          49.115 (meters)     161.14  (feet)  COMP
 LX2851  MODELED GRAV-     980,314.1   (mgal)                       NAVD 88
 LX2851
 LX2851  VERT ORDER  -  FIRST     CLASS II
 LX2851
 LX2851.The horizontal coordinates were scaled from a topographic map and have
 LX2851.an estimated accuracy of +/- 6 seconds.
 LX2851
 LX2851.The orthometric height was determined by differential leveling
 LX2851.and adjusted by the National Geodetic Survey in June 1991..
 LX2851
 LX2851.The geoid height was determined by GEOID03.
 LX2851
 LX2851.The dynamic height is computed by dividing the NAVD 88
 LX2851.geopotential number by the normal gravity value computed on the
 LX2851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2851.degrees latitude (g = 980.6199 gals.).
 LX2851
 LX2851.The modeled gravity was interpolated from observed gravity values.
 LX2851
 LX2851;                    North         East    Units  Estimated Accuracy
 LX2851;SPC CT       -   223,270.      291,690.      MT  (+/- 180 meters Scaled)
 LX2851
 LX2851                          SUPERSEDED SURVEY CONTROL
 LX2851
 LX2851.No superseded survey control is available for this station.
 LX2851
 LX2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL747932(NAD 83)
 LX2851_MARKER: I = METAL ROD
 LX2851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2851_SP_SET: STAINLESS STEEL ROD
 LX2851_STAMPING: P 78 1985
 LX2851_MARK LOGO: NGS   
 LX2851_PROJECTION: FLUSH
 LX2851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2851_ROD/PIPE-DEPTH: 3.1  meters
 LX2851
 LX2851  HISTORY     - Date     Condition        Report By
 LX2851  HISTORY     - 1985     MONUMENTED       NGS
 LX2851  HISTORY     - 19910505 GOOD             USPSQD
 LX2851
 LX2851                          STATION DESCRIPTION
 LX2851
 LX2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2851'1.2 KM (0.75 MI) SOUTH FROM CHESHIRE.
 LX2851'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2851'STATE HIGHWAY 42 IN CHESHIRE TO THE MARK ON THE RIGHT, 8.84 METERS
 LX2851'(29.0 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, 37.8 METERS (124.0
 LX2851'FT) NORTH OF THE CENTER OF BRENTWOOD DRIVE, 0.76 METER (2.5 FT) SOUTH
 LX2851'OF UTILITY POLE NUMBER 151.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 LX2851'THE ROD, ROD WAS DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO
 LX2851'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2851'THE MARK IS 0.1 M ABOVE HIGHWAY.
 LX2851
 LX2851                          STATION RECOVERY (1991)
 LX2851
 LX2851'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2627 ***********************************************************************
 LX2627  DESIGNATION -  P 79
 LX2627  PID         -  LX2627
 LX2627  STATE/COUNTY-  CT/LITCHFIELD
 LX2627  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2627
 LX2627                         *CURRENT SURVEY CONTROL
 LX2627  ___________________________________________________________________
 LX2627* NAD 83(1986)-  41 45 59.     (N)    073 10 36.     (W)     SCALED    
 LX2627* NAVD 88     -       348.136  (meters)    1142.18   (feet)  ADJUSTED  
 LX2627  ___________________________________________________________________
 LX2627  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2627  DYNAMIC HT  -         348.018 (meters)    1141.79  (feet)  COMP
 LX2627  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LX2627
 LX2627  VERT ORDER  -  FIRST     CLASS II
 LX2627
 LX2627.The horizontal coordinates were scaled from a topographic map and have
 LX2627.an estimated accuracy of +/- 6 seconds.
 LX2627
 LX2627.The orthometric height was determined by differential leveling
 LX2627.and adjusted by the National Geodetic Survey in June 1991..
 LX2627
 LX2627.The geoid height was determined by GEOID03.
 LX2627
 LX2627.The dynamic height is computed by dividing the NAVD 88
 LX2627.geopotential number by the normal gravity value computed on the
 LX2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2627.degrees latitude (g = 980.6199 gals.).
 LX2627
 LX2627.The modeled gravity was interpolated from observed gravity values.
 LX2627
 LX2627;                    North         East    Units  Estimated Accuracy
 LX2627;SPC CT       -   256,110.      269,320.      MT  (+/- 180 meters Scaled)
 LX2627
 LX2627                          SUPERSEDED SURVEY CONTROL
 LX2627
 LX2627.No superseded survey control is available for this station.
 LX2627
 LX2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM515254(NAD 83)
 LX2627_MARKER: DB = BENCH MARK DISK
 LX2627_SETTING: 66 = SET IN ROCK OUTCROP
 LX2627_SP_SET: ROCK OUTCROP
 LX2627_STAMPING: P 79 1985
 LX2627_MARK LOGO: NGS   
 LX2627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2627+STABILITY: POSITION/ELEVATION WELL
 LX2627
 LX2627  HISTORY     - Date     Condition        Report By
 LX2627  HISTORY     - 1985     MONUMENTED       NGS
 LX2627
 LX2627                          STATION DESCRIPTION
 LX2627
 LX2627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2627'2.5 KM (1.55 MI) NE FROM LITCHFIELD.
 LX2627'2.5 KM (1.55 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2627'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE MARK ON THE LEFT, IN FRONT
 LX2627'OF THE PALACE AIDS SWIMMING POOL BUILDING, 8.8 METERS (29.0 FT)
 LX2627'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12.8 METERS (42.0 FT)
 LX2627'SOUTHWEST OF THE CENTER OF A DRIVEWAY, 3.9 METERS (13.0 FT) NORTHEAST
 LX2627'OF A TWIN OAK TREE.
 LX2627'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0534 ***********************************************************************
 LX0534  DESIGNATION -  P 8
 LX0534  PID         -  LX0534
 LX0534  STATE/COUNTY-  CT/HARTFORD
 LX0534  USGS QUAD   -  BROAD BROOK (1984)
 LX0534
 LX0534                         *CURRENT SURVEY CONTROL
 LX0534  ___________________________________________________________________
 LX0534* NAD 83(1986)-  41 57 48.     (N)    072 36 20.     (W)     SCALED    
 LX0534* NAVD 88     -        17.798  (meters)      58.39   (feet)  ADJUSTED  
 LX0534  ___________________________________________________________________
 LX0534  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX0534  DYNAMIC HT  -          17.793 (meters)      58.38  (feet)  COMP
 LX0534  MODELED GRAV-     980,332.5   (mgal)                       NAVD 88
 LX0534
 LX0534  VERT ORDER  -  FIRST     CLASS II
 LX0534
 LX0534.The horizontal coordinates were scaled from a topographic map and have
 LX0534.an estimated accuracy of +/- 6 seconds.
 LX0534
 LX0534.The orthometric height was determined by differential leveling
 LX0534.and adjusted by the National Geodetic Survey in June 1991..
 LX0534
 LX0534.The geoid height was determined by GEOID03.
 LX0534
 LX0534.The dynamic height is computed by dividing the NAVD 88
 LX0534.geopotential number by the normal gravity value computed on the
 LX0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0534.degrees latitude (g = 980.6199 gals.).
 LX0534
 LX0534.The modeled gravity was interpolated from observed gravity values.
 LX0534
 LX0534;                    North         East    Units  Estimated Accuracy
 LX0534;SPC CT       -   277,910.      316,780.      MT  (+/- 180 meters Scaled)
 LX0534
 LX0534                          SUPERSEDED SURVEY CONTROL
 LX0534
 LX0534  NGVD 29 (??/??/92)   18.030  (m)           59.15   (f) ADJ UNCH    1 2
 LX0534
 LX0534.Superseded values are not recommended for survey control.
 LX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0534.See file dsdata.txt to determine how the superseded data were derived.
 LX0534
 LX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM984484(NAD 83)
 LX0534_MARKER: DB = BENCH MARK DISK
 LX0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0534_STAMPING: 59.153 P 8 1923
 LX0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0534+STABILITY: SURFACE MOTION
 LX0534
 LX0534  HISTORY     - Date     Condition        Report By
 LX0534  HISTORY     - 1923     MONUMENTED       CGS
 LX0534  HISTORY     - 1967     GOOD             NGS
 LX0534
 LX0534                          STATION DESCRIPTION
 LX0534
 LX0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0534'0.6 MI S FROM ENFIELD BRIDGE.
 LX0534'0.6 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0534'RAILROAD FROM ENFIELD BRIDGE, HARTFORD COUNTY, 30-1/2 RAILS
 LX0534'SOUTH OF CULVERT 51.66, NORTHEAST OF A ROAD CROSSING (CROSSING
 LX0534'51.44), 27 FEET EAST OF THE EAST RAIL, AND 6.5 FEET NORTH OF THE
 LX0534'CROSSING SIGN ON THE EAST SIDE OF THE TRACK.  A STANDARD DISK,
 LX0534'STAMPED 59.153 P 8 1923 AND SET IN THE TOP OF A CONCRETE POST.
 LX0534'NOTE-- THIS MARK IS ALSO ABOUT 2-1/2 MILES SOUTH OF THOMPSONVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2589 ***********************************************************************
 LX2589  DESIGNATION -  P 80
 LX2589  PID         -  LX2589
 LX2589  STATE/COUNTY-  CT/NEW HAVEN
 LX2589  USGS QUAD   -  WOODBURY (1984)
 LX2589
 LX2589                         *CURRENT SURVEY CONTROL
 LX2589  ___________________________________________________________________
 LX2589* NAD 83(1986)-  41 31 31.     (N)    073 09 04.     (W)     SCALED    
 LX2589* NAVD 88     -       217.328  (meters)     713.02   (feet)  ADJUSTED  
 LX2589  ___________________________________________________________________
 LX2589  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX2589  DYNAMIC HT  -         217.255 (meters)     712.78  (feet)  COMP
 LX2589  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX2589
 LX2589  VERT ORDER  -  FIRST     CLASS II
 LX2589
 LX2589.The horizontal coordinates were scaled from a topographic map and have
 LX2589.an estimated accuracy of +/- 6 seconds.
 LX2589
 LX2589.The orthometric height was determined by differential leveling
 LX2589.and adjusted by the National Geodetic Survey in June 1991..
 LX2589
 LX2589.The geoid height was determined by GEOID03.
 LX2589
 LX2589.The dynamic height is computed by dividing the NAVD 88
 LX2589.geopotential number by the normal gravity value computed on the
 LX2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2589.degrees latitude (g = 980.6199 gals.).
 LX2589
 LX2589.The modeled gravity was interpolated from observed gravity values.
 LX2589
 LX2589;                    North         East    Units  Estimated Accuracy
 LX2589;SPC CT       -   229,320.      271,320.      MT  (+/- 180 meters Scaled)
 LX2589
 LX2589                          SUPERSEDED SURVEY CONTROL
 LX2589
 LX2589.No superseded survey control is available for this station.
 LX2589
 LX2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL542987(NAD 83)
 LX2589_MARKER: I = METAL ROD
 LX2589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2589_SP_SET: STAINLESS STEEL ROD
 LX2589_STAMPING: P 80 1985
 LX2589_MARK LOGO: NGS   
 LX2589_PROJECTION: FLUSH
 LX2589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2589_ROD/PIPE-DEPTH: 4.7  meters
 LX2589
 LX2589  HISTORY     - Date     Condition        Report By
 LX2589  HISTORY     - 1985     MONUMENTED       NGS
 LX2589
 LX2589                          STATION DESCRIPTION
 LX2589
 LX2589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2589'3.5 KM (2.2 MI) EAST FROM WOODBURY.
 LX2589'3.5 KM (2.15 MI) EAST ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 LX2589'U.S. HIGHWAY 6 IN WOODBURY TO THE MARK ON THE RIGHT, AT THE JUNCTION
 LX2589'OF CHRISTIAN ROAD, 16.5 METERS (54.0 FT) SOUTH OF THE CENTELINE OF THE
 LX2589'HIGHWAY, 13.7 METERS (45.0 FT) WEST OF THE CENTER OF CHRISTIAN ROAD,
 LX2589'9.1 METERS (29.7 FT) WEST-NORTHWEST OF POWER POLE C2391, 0.30 METER
 LX2589'(1.0 FT) NORTH OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LX2589'A 5-INCH LOGO CAP.
 LX2589'THE MARK IS 1.1 METERS  E FROM  A WITNESS POST
 LX2589'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2411 ***********************************************************************
 LX2411  DESIGNATION -  P 81
 LX2411  PID         -  LX2411
 LX2411  STATE/COUNTY-  CT/NEW HAVEN
 LX2411  USGS QUAD   -  WATERBURY (1984)
 LX2411
 LX2411                         *CURRENT SURVEY CONTROL
 LX2411  ___________________________________________________________________
 LX2411* NAD 83(1986)-  41 33 25.     (N)    073 03 25.     (W)     SCALED    
 LX2411* NAVD 88     -        97.583  (meters)     320.15   (feet)  ADJUSTED  
 LX2411  ___________________________________________________________________
 LX2411  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2411  DYNAMIC HT  -          97.553 (meters)     320.06  (feet)  COMP
 LX2411  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 LX2411
 LX2411  VERT ORDER  -  FIRST     CLASS II
 LX2411
 LX2411.The horizontal coordinates were scaled from a topographic map and have
 LX2411.an estimated accuracy of +/- 6 seconds.
 LX2411
 LX2411.The orthometric height was determined by differential leveling
 LX2411.and adjusted by the National Geodetic Survey in June 1991..
 LX2411
 LX2411.The geoid height was determined by GEOID03.
 LX2411
 LX2411.The dynamic height is computed by dividing the NAVD 88
 LX2411.geopotential number by the normal gravity value computed on the
 LX2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2411.degrees latitude (g = 980.6199 gals.).
 LX2411
 LX2411.The modeled gravity was interpolated from observed gravity values.
 LX2411
 LX2411;                    North         East    Units  Estimated Accuracy
 LX2411;SPC CT       -   232,810.      279,200.      MT  (+/- 180 meters Scaled)
 LX2411
 LX2411                          SUPERSEDED SURVEY CONTROL
 LX2411
 LX2411.No superseded survey control is available for this station.
 LX2411
 LX2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM620024(NAD 83)
 LX2411_MARKER: I = METAL ROD
 LX2411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2411_SP_SET: STAINLESS STEEL ROD
 LX2411_STAMPING: P 81 1985
 LX2411_MARK LOGO: NGS   
 LX2411_PROJECTION: FLUSH
 LX2411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2411_ROD/PIPE-DEPTH: 4.1  meters
 LX2411
 LX2411  HISTORY     - Date     Condition        Report By
 LX2411  HISTORY     - 1985     MONUMENTED       NGS
 LX2411  HISTORY     - 19971018 GOOD             USPSQD
 LX2411
 LX2411                          STATION DESCRIPTION
 LX2411
 LX2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2411'IN WATERBURY.
 LX2411'IN WATERBURY, ALONG WEST MAIN STREET, AT BUILDING 990 (ROBIN RIDGE
 LX2411'APARTMENTS), AT THE SOUTH END OF A SIDEWALK ON THE WEST SIDE OF AN
 LX2411'ENTRANCE DRIVE TO THE BUILDING, 19.87 METERS (65.2 FT) NORTH-NORTHEAST
 LX2411'OF THE CENTERLINE OF THE STREET, 5.18 METERS (17.0 FT) NORTHWEST OF
 LX2411'THE CENTER OF THE DRIVE, 4.88 METERS (16.0 FT) SOUTH-SOUTHWEST OF THE
 LX2411'FIRST SECURITY LIGHT FROM WEST MAIN STREET.  NOTE--ACCESS TO DATUM
 LX2411'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2411'THE MARK IS 0.09 M ABOVE STREET.
 LX2411
 LX2411                          STATION RECOVERY (1997)
 LX2411
 LX2411'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2805 ***********************************************************************
 LX2805  DESIGNATION -  P 83
 LX2805  PID         -  LX2805
 LX2805  STATE/COUNTY-  CT/LITCHFIELD
 LX2805  USGS QUAD   -  THOMASTON (1976)
 LX2805
 LX2805                         *CURRENT SURVEY CONTROL
 LX2805  ___________________________________________________________________
 LX2805* NAD 83(1986)-  41 40 18.     (N)    073 03 28.     (W)     SCALED    
 LX2805* NAVD 88     -       188.529  (meters)     618.53   (feet)  ADJUSTED  
 LX2805  ___________________________________________________________________
 LX2805  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2805  DYNAMIC HT  -         188.469 (meters)     618.34  (feet)  COMP
 LX2805  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LX2805
 LX2805  VERT ORDER  -  FIRST     CLASS II
 LX2805
 LX2805.The horizontal coordinates were scaled from a topographic map and have
 LX2805.an estimated accuracy of +/- 6 seconds.
 LX2805
 LX2805.The orthometric height was determined by differential leveling
 LX2805.and adjusted by the National Geodetic Survey in June 1991..
 LX2805
 LX2805.The geoid height was determined by GEOID03.
 LX2805
 LX2805.The dynamic height is computed by dividing the NAVD 88
 LX2805.geopotential number by the normal gravity value computed on the
 LX2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2805.degrees latitude (g = 980.6199 gals.).
 LX2805
 LX2805.The modeled gravity was interpolated from observed gravity values.
 LX2805
 LX2805;                    North         East    Units  Estimated Accuracy
 LX2805;SPC CT       -   245,550.      279,170.      MT  (+/- 180 meters Scaled)
 LX2805
 LX2805                          SUPERSEDED SURVEY CONTROL
 LX2805
 LX2805.No superseded survey control is available for this station.
 LX2805
 LX2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM616151(NAD 83)
 LX2805_MARKER: I = METAL ROD
 LX2805_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2805+WITH SETTING: INFORMATION.
 LX2805_SP_SET: SHALLOW-SET METAL ROD
 LX2805_STAMPING: P 83 1985
 LX2805_MARK LOGO: NGS   
 LX2805_PROJECTION: FLUSH
 LX2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2805_ROD/PIPE-DEPTH: 1.4  meters
 LX2805
 LX2805  HISTORY     - Date     Condition        Report By
 LX2805  HISTORY     - 1985     MONUMENTED       NGS
 LX2805
 LX2805                          STATION DESCRIPTION
 LX2805
 LX2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2805'0.5 KM (0.3 MI) WEST FROM PLYMOUTH.
 LX2805'0.5 KM (0.3 MI) WEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF STATE
 LX2805'HIGHWAY 262 (SOUTH STREET) IN PLYMOUTH TO THE JUNCTION OF CARTER ROAD
 LX2805'AND THE MARK ON THE LEFT, IN THE SOUTHWEST ANGLE OF THE JUNCTION, 4.94
 LX2805'METERS (16.2 FT) SOUTHWEST OF THE CENTER LINE OF THE EASTBOUND LANES
 LX2805'OF THE HIGHWAY, 18.59 METERS (61.0 FT) NORTHWEST OF THE CENTER OF A
 LX2805'BLACKTOP MEDIAN IN CARTER ROAD, 1.07 METERS (3.5 FT) SOUTHEAST OF
 LX2805'UTILITY POLE NUMBER 620 WITH A STREET LAMP, 0.61 METER (2.0 FT)
 LX2805'SOUTHWEST OF THE HIGHWAY CURB.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LX2805'DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO
 LX2805'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2805'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2652 ***********************************************************************
 LX2652  DESIGNATION -  P 84
 LX2652  PID         -  LX2652
 LX2652  STATE/COUNTY-  CT/MIDDLESEX
 LX2652  USGS QUAD   -  CLINTON (1984)
 LX2652
 LX2652                         *CURRENT SURVEY CONTROL
 LX2652  ___________________________________________________________________
 LX2652* NAD 83(1986)-  41 21 48.     (N)    072 33 57.     (W)     SCALED    
 LX2652* NAVD 88     -       133.517  (meters)     438.05   (feet)  ADJUSTED  
 LX2652  ___________________________________________________________________
 LX2652  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2652  DYNAMIC HT  -         133.471 (meters)     437.90  (feet)  COMP
 LX2652  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2652
 LX2652  VERT ORDER  -  FIRST     CLASS II
 LX2652
 LX2652.The horizontal coordinates were scaled from a topographic map and have
 LX2652.an estimated accuracy of +/- 6 seconds.
 LX2652
 LX2652.The orthometric height was determined by differential leveling
 LX2652.and adjusted by the National Geodetic Survey in June 1991..
 LX2652
 LX2652.The geoid height was determined by GEOID03.
 LX2652
 LX2652.The dynamic height is computed by dividing the NAVD 88
 LX2652.geopotential number by the normal gravity value computed on the
 LX2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2652.degrees latitude (g = 980.6199 gals.).
 LX2652
 LX2652.The modeled gravity was interpolated from observed gravity values.
 LX2652
 LX2652;                    North         East    Units  Estimated Accuracy
 LX2652;SPC CT       -   211,280.      320,210.      MT  (+/- 180 meters Scaled)
 LX2652
 LX2652                          SUPERSEDED SURVEY CONTROL
 LX2652
 LX2652.No superseded survey control is available for this station.
 LX2652
 LX2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL035819(NAD 83)
 LX2652_MARKER: DB = BENCH MARK DISK
 LX2652_SETTING: 66 = SET IN ROCK OUTCROP
 LX2652_SP_SET: ROCK OUTCROP
 LX2652_STAMPING: P 84 1985
 LX2652_MARK LOGO: NGS   
 LX2652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2652+STABILITY: POSITION/ELEVATION WELL
 LX2652
 LX2652  HISTORY     - Date     Condition        Report By
 LX2652  HISTORY     - 1985     MONUMENTED       NGS
 LX2652  HISTORY     - 19940731 GOOD             USPSQD
 LX2652  HISTORY     - 19970204 GOOD             USPSQD
 LX2652
 LX2652                          STATION DESCRIPTION
 LX2652
 LX2652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2652'0.6 KM (0.35 MI) NORTH FROM KILLINGWORTH.
 LX2652'0.6 KM (0.35 MI) NORTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 LX2652'STATE HIGHWAY 80 IN KILLINGWORTH TO THE MARK ON THE RIGHT, ON THE
 LX2652'NORTH SIDE OF THE CONGREGATIONAL CHURCH AND ON THE NORTH SIDE OF A
 LX2652'PARKING LOT, 39.6 METERS (130.0 FT) EAST OF THE CENTERLINE OF THE
 LX2652'HIGHWAY, 27.4 METERS (90.0 FT) NORTH OF THE NORTHWEST CORNER OF THE
 LX2652'CHURCH, 9.4 METERS (30.7 FT) EAST OF POWER POLE 921, 5.2 METERS (17.0
 LX2652'FT) SOUTH OF A ROCK WALL, 2.9 METERS (9.5 FT) NORTH OF THE NORTH EDGE
 LX2652'OF A PARKING LOT.
 LX2652'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 LX2652
 LX2652                          STATION RECOVERY (1994)
 LX2652
 LX2652'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2652'RECOVERED IN GOOD CONDITION.
 LX2652
 LX2652                          STATION RECOVERY (1997)
 LX2652
 LX2652'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2892 ***********************************************************************
 LX2892  CBN         -  This is a Cooperative Base Network Control Station.
 LX2892  DESIGNATION -  P 85
 LX2892  PID         -  LX2892
 LX2892  STATE/COUNTY-  CT/HARTFORD
 LX2892  USGS QUAD   -  MANCHESTER (1992)
 LX2892
 LX2892                         *CURRENT SURVEY CONTROL
 LX2892  ___________________________________________________________________
 LX2892* NAD 83(1996)-  41 47 59.38838(N)    072 37 04.40073(W)     ADJUSTED  
 LX2892* NAVD 88     -        16.037  (meters)      52.61   (feet)  ADJUSTED  
 LX2892  ___________________________________________________________________
 LX2892  X           -   1,422,564.722 (meters)                     COMP
 LX2892  Y           -  -4,544,381.302 (meters)                     COMP
 LX2892  Z           -   4,229,046.563 (meters)                     COMP
 LX2892  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 LX2892  ELLIP HEIGHT-         -13.32  (meters)          (06/22/01) GPS OBS
 LX2892  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX2892  DYNAMIC HT  -          16.032 (meters)      52.60  (feet)  COMP
 LX2892  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 LX2892
 LX2892  HORZ ORDER  -  A
 LX2892  VERT ORDER  -  FIRST     CLASS II
 LX2892  ELLP ORDER  -  FOURTH    CLASS I
 LX2892
 LX2892.The horizontal coordinates were established by GPS observations
 LX2892.and adjusted by the National Geodetic Survey in June 2001..
 LX2892
 LX2892.The orthometric height was determined by differential leveling
 LX2892.and adjusted by the National Geodetic Survey in June 1991..
 LX2892
 LX2892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2892
 LX2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2892
 LX2892.The ellipsoidal height was determined by GPS observations
 LX2892.and is referenced to NAD 83.
 LX2892
 LX2892.The geoid height was determined by GEOID03.
 LX2892
 LX2892.The dynamic height is computed by dividing the NAVD 88
 LX2892.geopotential number by the normal gravity value computed on the
 LX2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2892.degrees latitude (g = 980.6199 gals.).
 LX2892
 LX2892.The modeled gravity was interpolated from observed gravity values.
 LX2892
 LX2892;                    North         East     Units Scale Factor Converg.
 LX2892;SPC CT       -   259,748.084   315,780.264   MT  0.99999391   +0 05 15.4
 LX2892;SPC CT       -   852,190.17  1,036,022.42   sFT  0.99999391   +0 05 15.4
 LX2892;UTM  18      - 4,630,294.927   697,904.288   MT  1.00008198   +1 35 17.7
 LX2892
 LX2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2892!SPC CT       -   1.00000209  x   0.99999391  =   0.99999600
 LX2892!UTM  18      -   1.00000209  x   1.00008198  =   1.00008407
 LX2892
 LX2892                          SUPERSEDED SURVEY CONTROL
 LX2892
 LX2892  NAVD 88 (06/22/01)   16.04   (m)           52.6    (f) LEVELING    3  
 LX2892
 LX2892.Superseded values are not recommended for survey control.
 LX2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2892.See file dsdata.txt to determine how the superseded data were derived.
 LX2892
 LX2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9790430295(NAD 83)
 LX2892_MARKER: F = FLANGE-ENCASED ROD
 LX2892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2892_SP_SET: STAINLESS STEEL ROD
 LX2892_STAMPING: P 85 1986
 LX2892_MARK LOGO: NGS   
 LX2892_PROJECTION: FLUSH
 LX2892_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2892+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX2892_ROD/PIPE-DEPTH: 28.0 meters
 LX2892
 LX2892  HISTORY     - Date     Condition        Report By
 LX2892  HISTORY     - 1986     MONUMENTED       NGS
 LX2892  HISTORY     - 20001121 GOOD             CTGS
 LX2892  HISTORY     - 20050410 GOOD             CTGS
 LX2892
 LX2892                          STATION DESCRIPTION
 LX2892
 LX2892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2892'4.2 KM (2.6 MI) NORTH FROM EAST HARTFORD.
 LX2892'4.2 KM (2.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST
 LX2892'OFFICE IN EAST HARTFORD, THENCE 0.80 KM (0.5 MI) EAST ALONG STATE
 LX2892'HIGHWAY 30 TO THE MARK ON THE LEFT.  IT IS 10.33 METERS (33.9 FT)
 LX2892'NORTH FROM THE CENTER OF STATE HIGHWAY 30, 16.88 METERS (55.4 FT)
 LX2892'SOUTH FROM THE CENTERLINE OF THE NORTHBOUND LANES OF STATE HIGHWAY 5
 LX2892'AND 21.27 METERS (69.8 FT) NORTH FROM UTILITY POLE NO. 2251 WITH TWO
 LX2892'GUY WIRES.
 LX2892'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2892'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2892
 LX2892                          STATION RECOVERY (2000)
 LX2892
 LX2892'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX2892'THE STATION MARK IS A NATIONAL GEODETIC SURVEY FLANGE ENCASED
 LX2892'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 91.9 FEET. ACCESS TO THE
 LX2892'DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP STAMPED P 85 1986
 LX2892'THAT IS FLUSH WITH THE GROUND.
 LX2892'THE STATION IS AT THE INTERSECTION OF U.S. ROUTE 5 (JOHN
 LX2892'FITCH BOULEVARD) AND CONNECTICUT ROUTE 30 (ELLINGTON ROAD).
 LX2892'THE STATION IS LOCATED 69.8 FEET NORTH OF POWER POLE 2251,
 LX2892'55.4 FEET SOUTH OF THE CENTER LINE OF U.S. ROUTE 5 NORTHBOUND AND
 LX2892'33.9 FEET NORTH OF THE CENTER LINE OF CONNECTICUT ROUTE 30.
 LX2892' 
 LX2892' 
 LX2892' 
 LX2892'
 LX2892
 LX2892                          STATION RECOVERY (2005)
 LX2892
 LX2892'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX2892'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3251 ***********************************************************************
 LX3251  DESIGNATION -  P 86
 LX3251  PID         -  LX3251
 LX3251  STATE/COUNTY-  CT/NEW LONDON
 LX3251  USGS QUAD   -  MOODUS (1984)
 LX3251
 LX3251                         *CURRENT SURVEY CONTROL
 LX3251  ___________________________________________________________________
 LX3251* NAD 83(1986)-  41 35 30.     (N)    072 23 55.     (W)     SCALED    
 LX3251* NAVD 88     -       104.694  (meters)     343.48   (feet)  ADJUSTED  
 LX3251  ___________________________________________________________________
 LX3251  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX3251  DYNAMIC HT  -         104.659 (meters)     343.37  (feet)  COMP
 LX3251  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX3251
 LX3251  VERT ORDER  -  FIRST     CLASS II
 LX3251
 LX3251.The horizontal coordinates were scaled from a topographic map and have
 LX3251.an estimated accuracy of +/- 6 seconds.
 LX3251
 LX3251.The orthometric height was determined by differential leveling
 LX3251.and adjusted by the National Geodetic Survey in June 1991..
 LX3251
 LX3251.The geoid height was determined by GEOID03.
 LX3251
 LX3251.The dynamic height is computed by dividing the NAVD 88
 LX3251.geopotential number by the normal gravity value computed on the
 LX3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3251.degrees latitude (g = 980.6199 gals.).
 LX3251
 LX3251.The modeled gravity was interpolated from observed gravity values.
 LX3251
 LX3251;                    North         East    Units  Estimated Accuracy
 LX3251;SPC CT       -   236,680.      334,100.      MT  (+/- 180 meters Scaled)
 LX3251
 LX3251                          SUPERSEDED SURVEY CONTROL
 LX3251
 LX3251.No superseded survey control is available for this station.
 LX3251
 LX3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM168077(NAD 83)
 LX3251_MARKER: DB = BENCH MARK DISK
 LX3251_SETTING: 66 = SET IN ROCK OUTCROP
 LX3251_SP_SET: ROCK LEDGE
 LX3251_STAMPING: P 86 1986
 LX3251_MARK LOGO: NGS   
 LX3251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3251+STABILITY: POSITION/ELEVATION WELL
 LX3251
 LX3251  HISTORY     - Date     Condition        Report By
 LX3251  HISTORY     - 1986     MONUMENTED       NGS
 LX3251  HISTORY     - 19910103 GOOD             USPSQD
 LX3251
 LX3251                          STATION DESCRIPTION
 LX3251
 LX3251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3251'6.3 KM (3.9 MI) NW FROM COLCHESTER.
 LX3251'2.9 KM (1.8 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3251'COLCHESTER, THENCE 3.38 KM (2.1 MI) NORTHWEST ALONG STATE HIGHWAY 2 TO
 LX3251'THE MARK ON THE RIGHT, 14.78 METERS (48.5 FT) NORTH OF THE CENTERLINE
 LX3251'OF THE NORTHBOUND LANES OF THE HIGHWAY, 11.15 METERS (36.6 FT) EAST OF
 LX3251'THE NORTHEAST END OF THE METAL CORNER OF A CATCH BASIN, 4.81 METERS
 LX3251'(15.8 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY.
 LX3251'THE MARK IS 0.24 METERS  NW FROM  A WITNESS POST
 LX3251'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3251
 LX3251                          STATION RECOVERY (1991)
 LX3251
 LX3251'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2983 ***********************************************************************
 LX2983  DESIGNATION -  P 87
 LX2983  PID         -  LX2983
 LX2983  STATE/COUNTY-  CT/WINDHAM
 LX2983  USGS QUAD   -  SPRING HILL (1983)
 LX2983
 LX2983                         *CURRENT SURVEY CONTROL
 LX2983  ___________________________________________________________________
 LX2983* NAD 83(1986)-  41 52 15.     (N)    072 08 28.     (W)     SCALED    
 LX2983* NAVD 88     -       184.413  (meters)     605.03   (feet)  ADJUSTED  
 LX2983  ___________________________________________________________________
 LX2983  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2983  DYNAMIC HT  -         184.350 (meters)     604.82  (feet)  COMP
 LX2983  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LX2983
 LX2983  VERT ORDER  -  FIRST     CLASS II
 LX2983
 LX2983.The horizontal coordinates were scaled from a topographic map and have
 LX2983.an estimated accuracy of +/- 6 seconds.
 LX2983
 LX2983.The orthometric height was determined by differential leveling
 LX2983.and adjusted by the National Geodetic Survey in June 1991..
 LX2983
 LX2983.The geoid height was determined by GEOID03.
 LX2983
 LX2983.The dynamic height is computed by dividing the NAVD 88
 LX2983.geopotential number by the normal gravity value computed on the
 LX2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2983.degrees latitude (g = 980.6199 gals.).
 LX2983
 LX2983.The modeled gravity was interpolated from observed gravity values.
 LX2983
 LX2983;                    North         East    Units  Estimated Accuracy
 LX2983;SPC CT       -   267,800.      355,350.      MT  (+/- 180 meters Scaled)
 LX2983
 LX2983                          SUPERSEDED SURVEY CONTROL
 LX2983
 LX2983.No superseded survey control is available for this station.
 LX2983
 LX2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM372393(NAD 83)
 LX2983_MARKER: DB = BENCH MARK DISK
 LX2983_SETTING: 66 = SET IN ROCK OUTCROP
 LX2983_SP_SET: ROCK OUTCROP
 LX2983_STAMPING: P 87 1986
 LX2983_MARK LOGO: NGS   
 LX2983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2983+STABILITY: POSITION/ELEVATION WELL
 LX2983
 LX2983  HISTORY     - Date     Condition        Report By
 LX2983  HISTORY     - 1986     MONUMENTED       NGS
 LX2983
 LX2983                          STATION DESCRIPTION
 LX2983
 LX2983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2983'1.9 KM (1.2 MI) EAST FROM ASHFORD.
 LX2983'1.9 KM (1.2 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE POST OFFICE IN
 LX2983'ASHFORD TO THE MARK ON THE LEFT IN TOP OF OUTCROPPING ROCK AT THE
 LX2983'ENTRANCE TO THE INDIAN TRAILS COUNSEL, BOY SCOUTS OF AMERICA.  IT IS
 LX2983'13.26 METERS (43.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2983'4.72 METERS (15.5 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 LX2983'NORTHEAST ROCK GATE COLUMN AND 3.96 METERS (13.0 FT) NORTHEAST OF THE
 LX2983'CENTER OF THE ENTRANCE ROAD.
 LX2983'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2995 ***********************************************************************
 LX2995  DESIGNATION -  P 88
 LX2995  PID         -  LX2995
 LX2995  STATE/COUNTY-  CT/WINDHAM
 LX2995  USGS QUAD   -  EASTFORD (1983)
 LX2995
 LX2995                         *CURRENT SURVEY CONTROL
 LX2995  ___________________________________________________________________
 LX2995* NAD 83(1986)-  41 59 54.     (N)    071 59 58.     (W)     SCALED    
 LX2995* NAVD 88     -       159.693  (meters)     523.93   (feet)  ADJUSTED  
 LX2995  ___________________________________________________________________
 LX2995  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2995  DYNAMIC HT  -         159.641 (meters)     523.76  (feet)  COMP
 LX2995  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LX2995
 LX2995  VERT ORDER  -  FIRST     CLASS II
 LX2995
 LX2995.The horizontal coordinates were scaled from a topographic map and have
 LX2995.an estimated accuracy of +/- 6 seconds.
 LX2995
 LX2995.The orthometric height was determined by differential leveling
 LX2995.and adjusted by the National Geodetic Survey in June 1991..
 LX2995
 LX2995.The geoid height was determined by GEOID03.
 LX2995
 LX2995.The dynamic height is computed by dividing the NAVD 88
 LX2995.geopotential number by the normal gravity value computed on the
 LX2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2995.degrees latitude (g = 980.6199 gals.).
 LX2995
 LX2995.The modeled gravity was interpolated from observed gravity values.
 LX2995
 LX2995;                    North         East    Units  Estimated Accuracy
 LX2995;SPC CT       -   282,060.      366,990.      MT  (+/- 180 meters Scaled)
 LX2995
 LX2995                          SUPERSEDED SURVEY CONTROL
 LX2995
 LX2995.No superseded survey control is available for this station.
 LX2995
 LX2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG515539(NAD 83)
 LX2995_MARKER: DB = BENCH MARK DISK
 LX2995_SETTING: 66 = SET IN ROCK OUTCROP
 LX2995_SP_SET: ROCK CUT
 LX2995_STAMPING: P 88 1986
 LX2995_MARK LOGO: NGS   
 LX2995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2995+STABILITY: POSITION/ELEVATION WELL
 LX2995
 LX2995  HISTORY     - Date     Condition        Report By
 LX2995  HISTORY     - 1986     MONUMENTED       NGS
 LX2995  HISTORY     - 19961020 GOOD             USPSQD
 LX2995  HISTORY     - 20041016 GOOD             GEOCAC
 LX2995
 LX2995                          STATION DESCRIPTION
 LX2995
 LX2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2995'0.6 KM (0.4 MI) NORTH FROM NORTH WOODSTOCK.
 LX2995'0.6 KM (0.4 MI) NORTH ALONG STATE HIGHWAY 169 FROM THE JUNCTION OF
 LX2995'STATE HIGHWAY 197 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT IN TOP OF
 LX2995'A SMALL ROCK CUT.  IT IS 5.18 METERS (17.0 FT) WEST OF THE CENTERLINE
 LX2995'OF THE HIGHWAY, 14.23 METERS (46.7 FT) NORTHEAST OF UTILITY POLE NO.
 LX2995'549 AND 0.43 METERS (1.4 FT) WEST OF THE MOST EASTERLY POINT OF THE
 LX2995'CUT.
 LX2995'THE MARK IS 0.33 METERS  N FROM  A WITNESS POST
 LX2995'THE MARK IS 1.1 M ABOVE HIGHWAY.
 LX2995
 LX2995                          STATION RECOVERY (1996)
 LX2995
 LX2995'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2995'RECOVERED IN GOOD CONDITION.
 LX2995
 LX2995                          STATION RECOVERY (2004)
 LX2995
 LX2995'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2995'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1841 ***********************************************************************
 LW1841  DESIGNATION -  P 89
 LW1841  PID         -  LW1841
 LW1841  STATE/COUNTY-  CT/NEW LONDON
 LW1841  USGS QUAD   -  OLD MYSTIC (1983)
 LW1841
 LW1841                         *CURRENT SURVEY CONTROL
 LW1841  ___________________________________________________________________
 LW1841* NAD 83(1986)-  41 28 09.     (N)    071 54 09.     (W)     SCALED    
 LW1841* NAVD 88     -       126.169  (meters)     413.94   (feet)  ADJUSTED  
 LW1841  ___________________________________________________________________
 LW1841  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LW1841  DYNAMIC HT  -         126.124 (meters)     413.79  (feet)  COMP
 LW1841  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 LW1841
 LW1841  VERT ORDER  -  FIRST     CLASS II
 LW1841
 LW1841.The horizontal coordinates were scaled from a topographic map and have
 LW1841.an estimated accuracy of +/- 6 seconds.
 LW1841
 LW1841.The orthometric height was determined by differential leveling
 LW1841.and adjusted by the National Geodetic Survey in June 1991..
 LW1841
 LW1841.The geoid height was determined by GEOID03.
 LW1841
 LW1841.The dynamic height is computed by dividing the NAVD 88
 LW1841.geopotential number by the normal gravity value computed on the
 LW1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1841.degrees latitude (g = 980.6199 gals.).
 LW1841
 LW1841.The modeled gravity was interpolated from observed gravity values.
 LW1841
 LW1841;                    North         East    Units  Estimated Accuracy
 LW1841;SPC CT       -   223,360.      375,600.      MT  (+/- 180 meters Scaled)
 LW1841
 LW1841                          SUPERSEDED SURVEY CONTROL
 LW1841
 LW1841.No superseded survey control is available for this station.
 LW1841
 LW1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF576949(NAD 83)
 LW1841_MARKER: I = METAL ROD
 LW1841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1841_SP_SET: STAINLESS STEEL ROD
 LW1841_STAMPING: P 89 1986
 LW1841_MARK LOGO: NGS   
 LW1841_PROJECTION: FLUSH
 LW1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1841_ROD/PIPE-DEPTH: 3.88 meters
 LW1841
 LW1841  HISTORY     - Date     Condition        Report By
 LW1841  HISTORY     - 1986     MONUMENTED       NGS
 LW1841  HISTORY     - 19901006 GOOD             USPSQD
 LW1841
 LW1841                          STATION DESCRIPTION
 LW1841
 LW1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1841'0.9 KM (0.55 MI) NE FROM NORTH STONINGTON.
 LW1841'0.9 KM (0.55 MI) NORTHEAST ALONG STATE HIGHWAY 201 FROM THE JUNCTION
 LW1841'OF STATE HIGHWAY 2 IN NORTH STONINGTON TO THE MARK ON THE RIGHT.  IT
 LW1841'IS 12.80 METERS (42.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LW1841'5.64 METERS (18.5 FT) NORTH-NORTHWEST OF THE CENTER OF A PRIVATE DRIVE
 LW1841'LEADING TO A TWO STORY FRAME HOUSE AND 0.76 METERS (2.5 FT) SOUTHWEST
 LW1841'OF UTILITY POLE NO. 1807 WITH ONE GUY WIRE AND TRANSFORMER.
 LW1841'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1841'THE MARK IS 0.18 M BELOW HIGHWAY.
 LW1841
 LW1841                          STATION RECOVERY (1990)
 LW1841
 LW1841'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0017 ***********************************************************************
 LX0017  DESIGNATION -  P 9
 LX0017  PID         -  LX0017
 LX0017  STATE/COUNTY-  CT/WINDHAM
 LX0017  USGS QUAD   -  SCOTLAND (1983)
 LX0017
 LX0017                         *CURRENT SURVEY CONTROL
 LX0017  ___________________________________________________________________
 LX0017* NAD 83(1986)-  41 39 44.     (N)    072 06 55.     (W)     SCALED    
 LX0017* NAVD 88     -        36.756  (meters)     120.59   (feet)  ADJUSTED  
 LX0017  ___________________________________________________________________
 LX0017  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX0017  DYNAMIC HT  -          36.743 (meters)     120.55  (feet)  COMP
 LX0017  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 LX0017
 LX0017  VERT ORDER  -  FIRST     CLASS II
 LX0017
 LX0017.The horizontal coordinates were scaled from a topographic map and have
 LX0017.an estimated accuracy of +/- 6 seconds.
 LX0017
 LX0017.The orthometric height was determined by differential leveling
 LX0017.and adjusted by the National Geodetic Survey in June 1991..
 LX0017
 LX0017.The geoid height was determined by GEOID03.
 LX0017
 LX0017.The dynamic height is computed by dividing the NAVD 88
 LX0017.geopotential number by the normal gravity value computed on the
 LX0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0017.degrees latitude (g = 980.6199 gals.).
 LX0017
 LX0017.The modeled gravity was interpolated from observed gravity values.
 LX0017
 LX0017;                    North         East    Units  Estimated Accuracy
 LX0017;SPC CT       -   244,650.      357,660.      MT  (+/- 180 meters Scaled)
 LX0017
 LX0017                          SUPERSEDED SURVEY CONTROL
 LX0017
 LX0017  NGVD 29 (??/??/92)   37.032  (m)          121.50   (f) ADJ UNCH    1 2
 LX0017
 LX0017.Superseded values are not recommended for survey control.
 LX0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0017.See file dsdata.txt to determine how the superseded data were derived.
 LX0017
 LX0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM401162(NAD 83)
 LX0017_MARKER: DB = BENCH MARK DISK
 LX0017_SETTING: 66 = SET IN ROCK OUTCROP
 LX0017_SP_SET: ROCK OUTCROP
 LX0017_STAMPING: P 9 121.61
 LX0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0017+STABILITY: POSITION/ELEVATION WELL
 LX0017
 LX0017  HISTORY     - Date     Condition        Report By
 LX0017  HISTORY     - UNK      MONUMENTED       CGS
 LX0017  HISTORY     - 1951     GOOD             NGS
 LX0017
 LX0017                          STATION DESCRIPTION
 LX0017
 LX0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0017'0.4 MI W FROM SCOTLAND.
 LX0017'0.4 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0017'FROM SCOTLAND, WINDHAM COUNTY, 0.2 MILE EAST OF MILEPOST P 52-W6,
 LX0017'OPPOSITE A LARGE ROCK CUT ON THE NORTH SIDE OF A DIRT ROAD, 28
 LX0017'FEET NORTH OF THE NORTH RAIL, IN THE LEDGE OF A ROCK OUTCROP
 LX0017'BETWEEN THE TRACK AND THE ROAD, AND 3 FEET FROM A FENCE.  A
 LX0017'STANDARD DISK, STAMPED P 9 121.61.  NOTE-- THE ROCK IS SHALY AND
 LX0017'THE MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3362 ***********************************************************************
 LX3362  DESIGNATION -  P 90
 LX3362  PID         -  LX3362
 LX3362  STATE/COUNTY-  CT/NEW LONDON
 LX3362  USGS QUAD   -  MONTVILLE (1983)
 LX3362
 LX3362                         *CURRENT SURVEY CONTROL
 LX3362  ___________________________________________________________________
 LX3362* NAD 83(1986)-  41 29 24.     (N)    072 14 27.     (W)     SCALED    
 LX3362* NAVD 88     -       127.236  (meters)     417.44   (feet)  ADJUSTED  
 LX3362  ___________________________________________________________________
 LX3362  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX3362  DYNAMIC HT  -         127.190 (meters)     417.29  (feet)  COMP
 LX3362  MODELED GRAV-     980,259.1   (mgal)                       NAVD 88
 LX3362
 LX3362  VERT ORDER  -  FIRST     CLASS II
 LX3362
 LX3362.The horizontal coordinates were scaled from a topographic map and have
 LX3362.an estimated accuracy of +/- 6 seconds.
 LX3362
 LX3362.The orthometric height was determined by differential leveling
 LX3362.and adjusted by the National Geodetic Survey in June 1991..
 LX3362
 LX3362.The geoid height was determined by GEOID03.
 LX3362
 LX3362.The dynamic height is computed by dividing the NAVD 88
 LX3362.geopotential number by the normal gravity value computed on the
 LX3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3362.degrees latitude (g = 980.6199 gals.).
 LX3362
 LX3362.The modeled gravity was interpolated from observed gravity values.
 LX3362
 LX3362;                    North         East    Units  Estimated Accuracy
 LX3362;SPC CT       -   225,450.      347,320.      MT  (+/- 180 meters Scaled)
 LX3362
 LX3362                          SUPERSEDED SURVEY CONTROL
 LX3362
 LX3362.No superseded survey control is available for this station.
 LX3362
 LX3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL303968(NAD 83)
 LX3362_MARKER: I = METAL ROD
 LX3362_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3362+WITH SETTING: INFORMATION.
 LX3362_SP_SET: STAINLESS STEEL ROD
 LX3362_STAMPING: P 90 1986
 LX3362_MARK LOGO: NGS   
 LX3362_PROJECTION: RECESSED 5 CENTIMETERS
 LX3362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3362+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 LX3362_ROD/PIPE-DEPTH: 2.19 meters
 LX3362
 LX3362  HISTORY     - Date     Condition        Report By
 LX3362  HISTORY     - 1986     MONUMENTED       NGS
 LX3362  HISTORY     - 1989     GOOD             USPSQD
 LX3362  HISTORY     - 19900428 GOOD             USPSQD
 LX3362  HISTORY     - 19901129 GOOD             USPSQD
 LX3362  HISTORY     - 19991221 GOOD             USPSQD
 LX3362  HISTORY     - 20030602 GOOD             USPSQD
 LX3362  HISTORY     - 20060410 GOOD             USPSQD
 LX3362
 LX3362                          STATION DESCRIPTION
 LX3362
 LX3362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3362'2.6 KM (1.6 MI) NE FROM SALEM FOUR CORNERS.
 LX3362'2.6 KM (1.6 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE INTERSECTION
 LX3362'OF STATE HIGHWAY 85 IN SALEM FOUR CORNERS TO THE JUNCTION OF A TRAIL
 LX3362'ROAD LEADING NORTHWEST AND THE MARK ON THE LEFT, IN THE NORTHWEST
 LX3362'ANGLE OF THE JUNCTION, ALSO 1.85 KM (1.15 MI) SOUTHWEST ALONG STATE
 LX3362'HIGHWAY 82 FROM THE JUNCTION OF STATE HIGHWAY 354 IN SALEM, 6.19
 LX3362'METERS (20.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.58
 LX3362'METERS (38.0 FT) NORTHEAST OF THE NORTHEAST END OF A STEEL CABLE
 LX3362'GUARDRAIL, 5.49 METERS (18.0 FT) SOUTHWEST OF THE APPROXIMATE CENTER
 LX3362'OF THE TRAIL ROAD, 0.85 METER (2.8 FT) EAST OF UTILITY POLE NUMBER 412
 LX3362'WITH TWO GUY WIRES.
 LX3362'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3362'THE MARK IS 0.30 METERS  SSE FROM  A WITNESS POST
 LX3362'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3362
 LX3362                          STATION RECOVERY (1989)
 LX3362
 LX3362'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3362'RECOVERED IN GOOD CONDITION.
 LX3362
 LX3362                          STATION RECOVERY (1990)
 LX3362
 LX3362'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3362'RECOVERED IN GOOD CONDITION.
 LX3362
 LX3362                          STATION RECOVERY (1990)
 LX3362
 LX3362'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3362'RECOVERED IN GOOD CONDITION.
 LX3362
 LX3362                          STATION RECOVERY (1999)
 LX3362
 LX3362'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX3362'RECOVERED IN GOOD CONDITION.
 LX3362
 LX3362                          STATION RECOVERY (2003)
 LX3362
 LX3362'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX3362'RECOVERED IN GOOD CONDITION.
 LX3362
 LX3362                          STATION RECOVERY (2006)
 LX3362
 LX3362'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3146 ***********************************************************************
 LX3146  DESIGNATION -  P 91
 LX3146  PID         -  LX3146
 LX3146  STATE/COUNTY-  CT/HARTFORD
 LX3146  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3146
 LX3146                         *CURRENT SURVEY CONTROL
 LX3146  ___________________________________________________________________
 LX3146* NAD 83(1986)-  41 41 25.     (N)    072 39 34.     (W)     SCALED    
 LX3146* NAVD 88     -        11.773  (meters)      38.63   (feet)  ADJUSTED  
 LX3146  ___________________________________________________________________
 LX3146  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX3146  DYNAMIC HT  -          11.769 (meters)      38.61  (feet)  COMP
 LX3146  MODELED GRAV-     980,316.7   (mgal)                       NAVD 88
 LX3146
 LX3146  VERT ORDER  -  FIRST     CLASS II
 LX3146
 LX3146.The horizontal coordinates were scaled from a topographic map and have
 LX3146.an estimated accuracy of +/- 6 seconds.
 LX3146
 LX3146.The orthometric height was determined by differential leveling
 LX3146.and adjusted by the National Geodetic Survey in June 1991..
 LX3146
 LX3146.The geoid height was determined by GEOID03.
 LX3146
 LX3146.The dynamic height is computed by dividing the NAVD 88
 LX3146.geopotential number by the normal gravity value computed on the
 LX3146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3146.degrees latitude (g = 980.6199 gals.).
 LX3146
 LX3146.The modeled gravity was interpolated from observed gravity values.
 LX3146
 LX3146;                    North         East    Units  Estimated Accuracy
 LX3146;SPC CT       -   247,580.      312,340.      MT  (+/- 180 meters Scaled)
 LX3146
 LX3146                          SUPERSEDED SURVEY CONTROL
 LX3146
 LX3146.No superseded survey control is available for this station.
 LX3146
 LX3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM947180(NAD 83)
 LX3146_MARKER: DB = BENCH MARK DISK
 LX3146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3146_SP_SET: RETAINING WALL
 LX3146_STAMPING: P 91 1986
 LX3146_MARK LOGO: NGS   
 LX3146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3146+STABILITY: SURFACE MOTION
 LX3146
 LX3146  HISTORY     - Date     Condition        Report By
 LX3146  HISTORY     - 1986     MONUMENTED       NGS
 LX3146
 LX3146                          STATION DESCRIPTION
 LX3146
 LX3146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3146'1.0 KM (0.6 MI) SOUTH FROM WETHERSFIELD.
 LX3146'1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 LX3146'HIGHWAY 99 IN WETHERSFIELD TO THE MARK ON THE RIGHT AT THE
 LX3146'INTERSECTION OF MILL STREET.  IT IS 26.2 METERS (86.1 FT) WEST OF THE
 LX3146'CENTERLINE OF STATE HIGHWAY 3, 7.7 METERS (25.5 FT) SOUTH OF THE
 LX3146'SOUTHEAST END OF A BRIDGE AND 3.5 METERS (11.5 FT) NORTH OF THE SOUTH
 LX3146'END OF A RETAINING WALL.
 LX3146'THE MARK IS 0.91 M BELOW HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3112 ***********************************************************************
 LX3112  DESIGNATION -  P 92
 LX3112  PID         -  LX3112
 LX3112  STATE/COUNTY-  CT/TOLLAND
 LX3112  USGS QUAD   -  COLUMBIA (1984)
 LX3112
 LX3112                         *CURRENT SURVEY CONTROL
 LX3112  ___________________________________________________________________
 LX3112* NAD 83(1986)-  41 40 54.     (N)    072 19 59.     (W)     SCALED    
 LX3112* NAVD 88     -       199.406  (meters)     654.22   (feet)  ADJUSTED  
 LX3112  ___________________________________________________________________
 LX3112  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX3112  DYNAMIC HT  -         199.336 (meters)     653.99  (feet)  COMP
 LX3112  MODELED GRAV-     980,265.8   (mgal)                       NAVD 88
 LX3112
 LX3112  VERT ORDER  -  FIRST     CLASS II
 LX3112
 LX3112.The horizontal coordinates were scaled from a topographic map and have
 LX3112.an estimated accuracy of +/- 6 seconds.
 LX3112
 LX3112.The orthometric height was determined by differential leveling
 LX3112.and adjusted by the National Geodetic Survey in June 1991..
 LX3112
 LX3112.The geoid height was determined by GEOID03.
 LX3112
 LX3112.The dynamic height is computed by dividing the NAVD 88
 LX3112.geopotential number by the normal gravity value computed on the
 LX3112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3112.degrees latitude (g = 980.6199 gals.).
 LX3112
 LX3112.The modeled gravity was interpolated from observed gravity values.
 LX3112
 LX3112;                    North         East    Units  Estimated Accuracy
 LX3112;SPC CT       -   246,700.      339,520.      MT  (+/- 180 meters Scaled)
 LX3112
 LX3112                          SUPERSEDED SURVEY CONTROL
 LX3112
 LX3112.No superseded survey control is available for this station.
 LX3112
 LX3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM219178(NAD 83)
 LX3112_MARKER: DB = BENCH MARK DISK
 LX3112_SETTING: 66 = SET IN ROCK OUTCROP
 LX3112_SP_SET: ROCK LEDGE
 LX3112_STAMPING: P 92 1986
 LX3112_MARK LOGO: NGS   
 LX3112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3112+STABILITY: POSITION/ELEVATION WELL
 LX3112
 LX3112  HISTORY     - Date     Condition        Report By
 LX3112  HISTORY     - 1986     MONUMENTED       NGS
 LX3112
 LX3112                          STATION DESCRIPTION
 LX3112
 LX3112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3112'3.2 KM (2.0 MI) EAST FROM HEBRON.
 LX3112'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3112'HEBRON TO THE MARK ON THE RIGHT, 8.2 METERS (27.0 FT) SOUTHEAST OF THE
 LX3112'CENTERLINE OF THE HIGHWAY, 8.6 METERS (28.5 FT) NORTHEAST OF POWER
 LX3112'POLE NO. 1217.
 LX3112'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 LX3112'THE MARK IS 0.76 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3058 ***********************************************************************
 LX3058  DESIGNATION -  P 93
 LX3058  PID         -  LX3058
 LX3058  STATE/COUNTY-  CT/WINDHAM
 LX3058  USGS QUAD   -  SCOTLAND (1983)
 LX3058
 LX3058                         *CURRENT SURVEY CONTROL
 LX3058  ___________________________________________________________________
 LX3058* NAD 83(1986)-  41 42 25.     (N)    072 02 47.     (W)     SCALED    
 LX3058* NAVD 88     -       139.986  (meters)     459.27   (feet)  ADJUSTED  
 LX3058  ___________________________________________________________________
 LX3058  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3058  DYNAMIC HT  -         139.937 (meters)     459.11  (feet)  COMP
 LX3058  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 LX3058
 LX3058  VERT ORDER  -  FIRST     CLASS II
 LX3058
 LX3058.The horizontal coordinates were scaled from a topographic map and have
 LX3058.an estimated accuracy of +/- 6 seconds.
 LX3058
 LX3058.The orthometric height was determined by differential leveling
 LX3058.and adjusted by the National Geodetic Survey in June 1991..
 LX3058
 LX3058.The geoid height was determined by GEOID03.
 LX3058
 LX3058.The dynamic height is computed by dividing the NAVD 88
 LX3058.geopotential number by the normal gravity value computed on the
 LX3058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3058.degrees latitude (g = 980.6199 gals.).
 LX3058
 LX3058.The modeled gravity was interpolated from observed gravity values.
 LX3058
 LX3058;                    North         East    Units  Estimated Accuracy
 LX3058;SPC CT       -   249,660.      363,360.      MT  (+/- 180 meters Scaled)
 LX3058
 LX3058                          SUPERSEDED SURVEY CONTROL
 LX3058
 LX3058.No superseded survey control is available for this station.
 LX3058
 LX3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM457214(NAD 83)
 LX3058_MARKER: DB = BENCH MARK DISK
 LX3058_SETTING: 66 = SET IN ROCK OUTCROP
 LX3058_SP_SET: ROCK CUT
 LX3058_STAMPING: P 93 1986
 LX3058_MARK LOGO: NGS   
 LX3058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3058+STABILITY: POSITION/ELEVATION WELL
 LX3058
 LX3058  HISTORY     - Date     Condition        Report By
 LX3058  HISTORY     - 1986     MONUMENTED       NGS
 LX3058
 LX3058                          STATION DESCRIPTION
 LX3058
 LX3058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3058'2.3 KM (1.4 MI) WEST FROM WESTMINSTER.
 LX3058'2.3 KM (1.4 MI) WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF WATER
 LX3058'STREET IN WESTMINSTER TO THE MARK ON THE LEFT IN TOP OF A SMALL ROCK
 LX3058'CUT, 5.33 METERS (17.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3058'14.02 METERS (46.0 FT) EAST OF AND ACROSS THE HIGHWAY FROM UTILITY
 LX3058'POLE NO. 1253, 0.21 METER (0.7 FT) EAST OF THE WEST CORNER OF THE ROCK
 LX3058'CUT.
 LX3058'THE MARK IS 0.70 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3236 ***********************************************************************
 LX3236  DESIGNATION -  P 96
 LX3236  PID         -  LX3236
 LX3236  STATE/COUNTY-  CT/NEW LONDON
 LX3236  USGS QUAD   -  FITCHVILLE (1983)
 LX3236
 LX3236                         *CURRENT SURVEY CONTROL
 LX3236  ___________________________________________________________________
 LX3236* NAD 83(1986)-  41 34 27.     (N)    072 12 26.     (W)     SCALED    
 LX3236* NAVD 88     -        82.492  (meters)     270.64   (feet)  ADJUSTED  
 LX3236  ___________________________________________________________________
 LX3236  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX3236  DYNAMIC HT  -          82.462 (meters)     270.54  (feet)  COMP
 LX3236  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 LX3236
 LX3236  VERT ORDER  -  FIRST     CLASS II
 LX3236
 LX3236.The horizontal coordinates were scaled from a topographic map and have
 LX3236.an estimated accuracy of +/- 6 seconds.
 LX3236
 LX3236.The orthometric height was determined by differential leveling
 LX3236.and adjusted by the National Geodetic Survey in June 1991..
 LX3236
 LX3236.The geoid height was determined by GEOID03.
 LX3236
 LX3236.The dynamic height is computed by dividing the NAVD 88
 LX3236.geopotential number by the normal gravity value computed on the
 LX3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3236.degrees latitude (g = 980.6199 gals.).
 LX3236
 LX3236.The modeled gravity was interpolated from observed gravity values.
 LX3236
 LX3236;                    North         East    Units  Estimated Accuracy
 LX3236;SPC CT       -   234,820.      350,070.      MT  (+/- 180 meters Scaled)
 LX3236
 LX3236                          SUPERSEDED SURVEY CONTROL
 LX3236
 LX3236.No superseded survey control is available for this station.
 LX3236
 LX3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM328062(NAD 83)
 LX3236_MARKER: DB = BENCH MARK DISK
 LX3236_SETTING: 66 = SET IN ROCK OUTCROP
 LX3236_SP_SET: ROCK CUT
 LX3236_STAMPING: P 96 1986
 LX3236_MARK LOGO: NGS   
 LX3236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3236+STABILITY: POSITION/ELEVATION WELL
 LX3236
 LX3236  HISTORY     - Date     Condition        Report By
 LX3236  HISTORY     - 1986     MONUMENTED       NGS
 LX3236  HISTORY     - 19910103 GOOD             USPSQD
 LX3236
 LX3236                          STATION DESCRIPTION
 LX3236
 LX3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3236'5.3 KM (3.3 MI) WEST FROM BOZRAH.
 LX3236'5.3 KM (3.3 MI) WEST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE IN
 LX3236'BOZRAH TO THE JUNCTION OF WATERMAN ROAD AND THE MARK ON THE RIGHT.  IT
 LX3236'IS 49.99 METERS (164.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 LX3236'10.21 METERS (33.5 FT) WEST OF THE CENTERLINE OF WATERMAN ROAD.
 LX3236'THE MARK IS 0.93 METERS  W FROM  A WITNESS POST
 LX3236'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX3236
 LX3236                          STATION RECOVERY (1991)
 LX3236
 LX3236'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3399 ***********************************************************************
 LX3399  DESIGNATION -  P 97
 LX3399  PID         -  LX3399
 LX3399  STATE/COUNTY-  CT/NEW LONDON
 LX3399  USGS QUAD   -  NORWICH (1983)
 LX3399
 LX3399                         *CURRENT SURVEY CONTROL
 LX3399  ___________________________________________________________________
 LX3399* NAD 83(1986)-  41 30 14.     (N)    072 05 29.     (W)     SCALED    
 LX3399* NAVD 88     -        27.956  (meters)      91.72   (feet)  ADJUSTED  
 LX3399  ___________________________________________________________________
 LX3399  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX3399  DYNAMIC HT  -          27.946 (meters)      91.69  (feet)  COMP
 LX3399  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LX3399
 LX3399  VERT ORDER  -  FIRST     CLASS II
 LX3399
 LX3399.The horizontal coordinates were scaled from a topographic map and have
 LX3399.an estimated accuracy of +/- 6 seconds.
 LX3399
 LX3399.The orthometric height was determined by differential leveling
 LX3399.and adjusted by the National Geodetic Survey in June 1991..
 LX3399
 LX3399.The geoid height was determined by GEOID03.
 LX3399
 LX3399.The dynamic height is computed by dividing the NAVD 88
 LX3399.geopotential number by the normal gravity value computed on the
 LX3399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3399.degrees latitude (g = 980.6199 gals.).
 LX3399
 LX3399.The modeled gravity was interpolated from observed gravity values.
 LX3399
 LX3399;                    North         East    Units  Estimated Accuracy
 LX3399;SPC CT       -   227,080.      359,790.      MT  (+/- 180 meters Scaled)
 LX3399
 LX3399                          SUPERSEDED SURVEY CONTROL
 LX3399
 LX3399.No superseded survey control is available for this station.
 LX3399
 LX3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL427987(NAD 83)
 LX3399_MARKER: I = METAL ROD
 LX3399_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3399+WITH SETTING: INFORMATION.
 LX3399_SP_SET: STAINLESS STEEL ROD
 LX3399_STAMPING: P 97 1986
 LX3399_MARK LOGO: NGS   
 LX3399_PROJECTION: FLUSH
 LX3399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3399+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 LX3399_ROD/PIPE-DEPTH: 2.17 meters
 LX3399
 LX3399  HISTORY     - Date     Condition        Report By
 LX3399  HISTORY     - 1986     MONUMENTED       NGS
 LX3399  HISTORY     - 20011003 GOOD             USPSQD
 LX3399  HISTORY     - 20060420 GOOD             USPSQD
 LX3399
 LX3399                          STATION DESCRIPTION
 LX3399
 LX3399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3399'2.6 KM (1.6 MI) SE FROM NORWICH.
 LX3399'2.6 KM (1.6 MI) SOUTHEAST ALONG STATE HIGHWAY 32 FROM THE INTERSECTION
 LX3399'OF STATE HIGHWAY 82 IN NORWICH TO THE MARK ON THE RIGHT AT THE
 LX3399'JUNCTION OF THE ENTRANCE TO THE STATE OF CONNECTICUT UNCAS ON THAMES
 LX3399'HOSPITAL AT THE SOUTHWEST END OF A STONE WALL WITH CONCRETE CAP AT THE
 LX3399'ENTRANCE.  IT IS 7.50 METERS (24.6 FT) NORTH-NORTHWEST OF THE
 LX3399'CENTERLINE OF THE HIGHWAY AND 0.43 METER (1.4 FT) NORTH-NORTHWEST OF
 LX3399'CONCRETE CAP ON TOP OF STONE WALL.
 LX3399'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3399'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3399
 LX3399                          STATION RECOVERY (2001)
 LX3399
 LX3399'RECOVERY NOTE BY US POWER SQUADRON 2001 (BWR)
 LX3399'RECOVERED AS DESCRIBED
 LX3399
 LX3399                          STATION RECOVERY (2006)
 LX3399
 LX3399'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3399'ACCESS COVER AND SURROUNDING CONCRETE HAS BEEN SHIFTED W A FEW INCHES.
 LX3399' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3544 ***********************************************************************
 LW3544  DESIGNATION -  PACHAUG
 LW3544  PID         -  LW3544
 LW3544  STATE/COUNTY-  CT/WINDHAM
 LW3544  USGS QUAD   -  ONECO (1970)
 LW3544
 LW3544                         *CURRENT SURVEY CONTROL
 LW3544  ___________________________________________________________________
 LW3544* NAD 83(1996)-  41 40 30.78672(N)    071 47 33.91407(W)     ADJUSTED  
 LW3544* NAVD 88     -       126.1    (meters)     414.     (feet)  VERTCON   
 LW3544  ___________________________________________________________________
 LW3544  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 LW3544  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW3544
 LW3544  HORZ ORDER  -  FIRST
 LW3544
 LW3544.The horizontal coordinates were established by classical geodetic methods
 LW3544.and adjusted by the National Geodetic Survey in August 1998..
 LW3544
 LW3544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3544
 LW3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3544
 LW3544.The geoid height was determined by GEOID03.
 LW3544
 LW3544;                    North         East     Units Scale Factor Converg.
 LW3544;SPC CT       -   246,340.951   384,508.448   MT  0.99998618   +0 38 05.0
 LW3544;SPC CT       -   808,203.60  1,261,508.13   sFT  0.99998618   +0 38 05.0
 LW3544;UTM  19      - 4,617,485.871   267,527.574   MT  1.00026510   -1 51 27.9
 LW3544
 LW3544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3544!SPC CT       -   0.99998495  x   0.99998618  =   0.99997113
 LW3544!UTM  19      -   0.99998495  x   1.00026510  =   1.00025005
 LW3544
 LW3544|---------------------------------------------------------------------|
 LW3544| PID    Reference Object                     Distance      Geod. Az  |
 LW3544|                                                           dddmmss.s |
 LW3544| CB7967 PACHAUG RM 1                         20.648 METERS 04813     |
 LW3544| CB7968 PACHAUG RM 2                         20.226 METERS 16635     |
 LW3544| LW3560 ESCOHEAG                            APPROX. 7.6 KM 1713053.6 |
 LW3544|---------------------------------------------------------------------|
 LW3544
 LW3544                          SUPERSEDED SURVEY CONTROL
 LW3544
 LW3544  NAD 83(1996)-  41 40 30.78579(N)    071 47 33.91357(W) AD(       ) 1
 LW3544  NAD 83(1992)-  41 40 30.78563(N)    071 47 33.91342(W) AD(       ) 1
 LW3544  NAD 83(1992)-  41 40 30.78543(N)    071 47 33.91389(W) AD(       ) 1
 LW3544  NAD 83(1986)-  41 40 30.78545(N)    071 47 33.91364(W) AD(       ) 1
 LW3544  NAD 27      -  41 40 30.42635(N)    071 47 35.65895(W) AD(       ) 1
 LW3544  NGVD 29 (07/19/86)  126.3    (m)          414.     (f) VERT ANG       
 LW3544
 LW3544.Superseded values are not recommended for survey control.
 LW3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3544.See file dsdata.txt to determine how the superseded data were derived.
 LW3544
 LW3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6752817486(NAD 83)
 LW3544_MARKER: DS = TRIANGULATION STATION DISK
 LW3544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3544+STABILITY: SURFACE MOTION
 LW3544
 LW3544  HISTORY     - Date     Condition        Report By
 LW3544  HISTORY     - 1974     MONUMENTED       NGS
 LW3544
 LW3544                          STATION DESCRIPTION
 LW3544
 LW3544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3544'THE STATION IS LOCATED ABOUT 6 MILES EAST OF PLAINFIELD,
 LW3544'1-1/2 MILES SOUTH OF ONECO, 1/4 MILE WEST OF THE RHODE
 LW3544'ISLAND-CONNECTICUT STATE LINE AND IN PACHAUG STATE FOREST.
 LW3544'
 LW3544'TO REACH THE STATION FROM THE POST OFFICE IN ONECO
 LW3544'ON STATE HIGHWAY 14 A, GO SOUTH ON NEWPORT ROAD FOR 1.3 MILES
 LW3544'TO A Y-FORK.  TAKE THE LEFT FORK AND COUNTINUE SOUTHERLY ON
 LW3544'NEWPORT ROAD FOR 0.8 MILE TO A GRAVELED WOODS ROAD ON THE
 LW3544'LEFT.  TURN LEFT AND GO NORTHERLY ON WOODS ROAD FOR 0.1 MILE
 LW3544'TO A FORK.  TAKE RIGHT FORK AND GO NORTHEAST FOLLOWING WOODS
 LW3544'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LW3544'
 LW3544'STATION MARKS ARE STANDARD DISKS STAMPED PACHAUG 1974.  THE
 LW3544'SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LW3544'THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS SET IN
 LW3544'AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42 INCHES BELOW THE
 LW3544'SURFACE OF THE GROUND.  THEY ARE 70 FEET WEST OF A METAL WITNESS
 LW3544'POST BY REFERENCE MARK 1, 66 FEET NORTH OF A METAL WITNESS POST
 LW3544'BY REFERENCE MARK 2, 36 FEET NORTHWEST OF THE CENTER OF WOODS
 LW3544'ROAD AND 4 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3544'
 LW3544'REFERENCE MARK 1, STAMPED PACHAUG NO 1 1974, IS A
 LW3544'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LW3544'ABOUT 3 FEET.  IT IS 12 FEET EAST OF THE CENTER OF THE WOODS ROAD
 LW3544'AND 4 FEET WEST OF A METAL WITNESS POST.
 LW3544'
 LW3544'REFERENCE MARK 2, STAMPED PACHAUG NO 2 1974, IS A STANDARD
 LW3544'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 LW3544'ABOUT 6 INCHES.  IT IS 8 FEET WEST OF THE CENTER OF THE
 LW3544'WOODS ROAD AND 3.5 FEET EAST OF A METAL WITNESS POST.
 LW3544'
 LW3544'NOTE--NO SUITABLE LOCATION WAS FOUND FOR A DISTANT
 LW3544'REFERENCE MARK FOR THIS STATION.
 LW3544'
 LW3544'HEIGHT OF LIGHT ABOVE STATION MARK 32.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3436 ***********************************************************************
 LW3436  DESIGNATION -  PACKERS TAR SOAP STACK
 LW3436  PID         -  LW3436
 LW3436  STATE/COUNTY-  CT/NEW LONDON
 LW3436  USGS QUAD   -  MYSTIC (1984)
 LW3436
 LW3436                         *CURRENT SURVEY CONTROL
 LW3436  ___________________________________________________________________
 LW3436* NAD 83(1996)-  41 21 02.72821(N)    071 57 42.64246(W)     ADJUSTED  
 LW3436* NAVD 88     -                                                        
 LW3436  ___________________________________________________________________
 LW3436  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 LW3436  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW3436
 LW3436  HORZ ORDER  -  THIRD
 LW3436
 LW3436.The horizontal coordinates were established by classical geodetic methods
 LW3436.and adjusted by the National Geodetic Survey in August 1998..
 LW3436
 LW3436
 LW3436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3436
 LW3436.The geoid height was determined by GEOID03.
 LW3436
 LW3436;                    North         East     Units Scale Factor Converg.
 LW3436;SPC CT       -   210,164.959   370,757.688   MT  0.99998821   +0 31 21.3
 LW3436;SPC CT       -   689,516.20  1,216,394.18   sFT  0.99998821   +0 31 21.3
 LW3436;UTM  19      - 4,581,928.949   252,215.292   MT  1.00035567   -1 57 28.0
 LW3436;UTM  18      - 4,582,150.017   754,169.456   MT  1.00039512   +2 00 29.8
 LW3436
 LW3436                          SUPERSEDED SURVEY CONTROL
 LW3436
 LW3436  NAD 83(1992)-  41 21 02.72694(N)    071 57 42.64157(W) AD(       ) 4
 LW3436  NAD 83(1986)-  41 21 02.72738(N)    071 57 42.64539(W) AD(       ) 4
 LW3436  NAD 27      -  41 21 02.37400(N)    071 57 44.38500(W) AD(       ) 3
 LW3436
 LW3436.Superseded values are not recommended for survey control.
 LW3436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3436.See file dsdata.txt to determine how the superseded data were derived.
 LW3436
 LW3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5221581929(NAD 83)
 LW3436_MARKER: 63 = STACK
 LW3436
 LW3436  HISTORY     - Date     Condition        Report By
 LW3436  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3436  HISTORY     - 1966     GOOD             CGS
 LW3436  HISTORY     - 1984     GOOD             USPSQD
 LW3436  HISTORY     - 1988     GOOD             USPSQD
 LW3436  HISTORY     - 1989     GOOD             USPSQD
 LW3436  HISTORY     - 20020206 POOR             USPSQD
 LW3436
 LW3436                          STATION DESCRIPTION
 LW3436
 LW3436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3436'THE PACKERS TAR SOAP FACTORY IS IN THE EASTERN PART OF THE
 LW3436'VILLAGE OF MYSTIC AND BETWEEN THE BOSTON POST ROAD AND THE NEW
 LW3436'YORK, NEW HAVEN AND HARTFORD RAILROAD.  THE PLANT IS A THREE-STORY
 LW3436'BROWN BRICK BUILDING WITH A FLAT ROOF.  THE YELLOW BRICK STACK IS
 LW3436'ON THE S SIDE OF THE BUILDING NEAR THE RAILROAD.
 LW3436'
 LW3436'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 175
 LW3436'FEET.
 LW3436
 LW3436                          STATION RECOVERY (1966)
 LW3436
 LW3436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3436'STATION RECOVERED AS DESCRIBED.
 LW3436'
 LW3436'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3436'AT MYSTIC.
 LW3436
 LW3436                          STATION RECOVERY (1984)
 LW3436
 LW3436'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LW3436'PACKERS TAR SOAP STACK 1934 GOOD RECOVERED AS DESCRIBED EXCEPT TOP
 LW3436'HALF OF STACK WAS REMOVED ABOUT 10 OR 12 YEARS AGO.  NOW IT IS ABOUT
 LW3436'75 FEET HIGH.
 LW3436
 LW3436                          STATION RECOVERY (1988)
 LW3436
 LW3436'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3436'RECOVERED IN GOOD CONDITION.
 LW3436
 LW3436                          STATION RECOVERY (1989)
 LW3436
 LW3436'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3436'RECOVERED IN GOOD CONDITION.
 LW3436
 LW3436                          STATION RECOVERY (2002)
 LW3436
 LW3436'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3436'PACKERS TAR SOAP COMPANY STACK IS NOT THE ORIGINAL HEIGHT. IT IS 75
 LW3436'FEET, AT MOST. IT IS PROBABLY OF QUESTIONABLE VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4816 ***********************************************************************
 LX4816  DESIGNATION -  PAINE
 LX4816  PID         -  LX4816
 LX4816  STATE/COUNTY-  CT/NEW LONDON
 LX4816  USGS QUAD   -  WILLIMANTIC (1984)
 LX4816
 LX4816                         *CURRENT SURVEY CONTROL
 LX4816  ___________________________________________________________________
 LX4816* NAD 83(1996)-  41 40 36.82970(N)    072 14 00.57312(W)     ADJUSTED  
 LX4816* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 LX4816  ___________________________________________________________________
 LX4816  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX4816  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX4816
 LX4816  HORZ ORDER  -  SECOND
 LX4816
 LX4816.The horizontal coordinates were established by classical geodetic methods
 LX4816.and adjusted by the National Geodetic Survey in August 1998..
 LX4816
 LX4816.The orthometric height was scaled from a topographic map.
 LX4816
 LX4816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4816
 LX4816.The geoid height was determined by GEOID03.
 LX4816
 LX4816;                    North         East     Units Scale Factor Converg.
 LX4816;SPC CT       -   246,214.424   347,808.593   MT  0.99998626   +0 20 32.9
 LX4816;SPC CT       -   807,788.49  1,141,102.03   sFT  0.99998626   +0 20 32.9
 LX4816;UTM  18      - 4,617,601.723   730,281.450   MT  1.00025262   +1 50 25.2
 LX4816
 LX4816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4816!SPC CT       -   0.99997603  x   0.99998626  =   0.99996230
 LX4816!UTM  18      -   0.99997603  x   1.00025262  =   1.00022865
 LX4816
 LX4816:                Primary Azimuth Mark                     Grid Az
 LX4816:SPC CT       -  BLAKE                                    015 44 09.4
 LX4816:UTM  18      -  BLAKE                                    014 14 17.1
 LX4816
 LX4816|---------------------------------------------------------------------|
 LX4816| PID    Reference Object                     Distance      Geod. Az  |
 LX4816|                                                           dddmmss.s |
 LX4816| LX4817 BLAKE                               APPROX. 3.4 KM 0160442.3 |
 LX4816| LX7300 WINDHAM                             APPROX. 4.1 KM 0873421.6 |
 LX4816|---------------------------------------------------------------------|
 LX4816
 LX4816                          SUPERSEDED SURVEY CONTROL
 LX4816
 LX4816  NAD 83(1996)-  41 40 36.82920(N)    072 14 00.57249(W) AD(       ) 2
 LX4816  NAD 83(1992)-  41 40 36.82912(N)    072 14 00.57274(W) AD(       ) 2
 LX4816  NAD 83(1992)-  41 40 36.83034(N)    072 14 00.57399(W) AD(       ) 2
 LX4816  NAD 83(1986)-  41 40 36.83031(N)    072 14 00.57418(W) AD(       ) 2
 LX4816  NAD 27      -  41 40 36.48200(N)    072 14 02.28700(W) AD(       ) 2
 LX4816
 LX4816.Superseded values are not recommended for survey control.
 LX4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4816.See file dsdata.txt to determine how the superseded data were derived.
 LX4816
 LX4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3028117602(NAD 83)
 LX4816_MARKER: Z = SEE DESCRIPTION
 LX4816_SETTING: 0 = UNSPECIFIED SETTING
 LX4816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4816
 LX4816  HISTORY     - Date     Condition        Report By
 LX4816  HISTORY     - 1940     MONUMENTED       CTGS
 LX4816  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX4816
 LX4816                          STATION DESCRIPTION
 LX4816
 LX4816'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LX4816'STATION IS A STANDARD DISK STAMPED PAINE 1940 SET IN THE TOP OF A
 LX4816'SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND,
 LX4816'SITUATED ABOUT 30 FEET W OF ROUTE 89, 2.1 MILES S OF THE
 LX4816'WINDHAM-LEBANON TOWN LINE, OR 3.2 MILES S OF WILLIMANTIC, OR 2.5
 LX4816'MILES N OF THE INTERSECTION OF ROUTES 89 AND 87.  IT IS ABOUT 150
 LX4816'FEET S OF THE INTERSECTION OF ROUTE 89 AND A DIRT ROAD THAT
 LX4816'RUNS OFF SW.  THE STATION IS BETWEEN S.N.E.T. CO. POLES 4 AND
 LX4816'5, 25.7 FEET NE OF POLE 5.
 LX4816'
 LX4816'AZIMUTH MARK IS A C.G.S. MON. 2679 N-28-E OF STATION.
 LX4816'
 LX4816'R.M. 1 IS A BRONZE DISK, STAMPED PAINE 1940 NO 1, CEMENTED
 LX4816'IN DRILL HOLE OF OUTCROP 3-1/2 FEET BY 2-1/2 FEET ON 2-FOOT BANK,
 LX4816'19 FEET W OF DIRT ROAD, AND 88.06 FEET SW OF STATION.
 LX4816'
 LX4816'R.M. 2 IS A BRONZE DISK, STAMPED PAINE 1940 NO 2, CEMENTED
 LX4816'IN DRILL HOLE OF OUTCROP 3 FEET IN DIAMETER AND 1 FOOT HIGH ABOUT
 LX4816'22 FEET SE OF DRIVE TO WILHEM HOME, AND 67.11 FEET W OF STATION.
 LX4816
 LX4816                          STATION RECOVERY (1971)
 LX4816
 LX4816'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX4816'PAINE 1940 GOOD
 LX4816'
 LX4816'RM NO. 1 AND RM NO. 2 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7454 ***********************************************************************
 LX7454  DESIGNATION -  PAINTER
 LX7454  PID         -  LX7454
 LX7454  STATE/COUNTY-  CT/LITCHFIELD
 LX7454  USGS QUAD   -  ROXBURY (1984)
 LX7454
 LX7454                         *CURRENT SURVEY CONTROL
 LX7454  ___________________________________________________________________
 LX7454* NAD 83(1996)-  41 35 55.22988(N)    073 17 24.21822(W)     ADJUSTED  
 LX7454* NAVD 88     -       320.1    (meters)    1050.     (feet)  VERTCON   
 LX7454  ___________________________________________________________________
 LX7454  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 LX7454  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX7454
 LX7454  HORZ ORDER  -  FIRST
 LX7454
 LX7454.The horizontal coordinates were established by classical geodetic methods
 LX7454.and adjusted by the National Geodetic Survey in August 1998..
 LX7454
 LX7454.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7454
 LX7454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7454
 LX7454.The geoid height was determined by GEOID03.
 LX7454
 LX7454;                    North         East     Units Scale Factor Converg.
 LX7454;SPC CT       -   237,538.872   259,777.156   MT  0.99998378   -0 21 29.1
 LX7454;SPC CT       -   779,325.45    852,285.55   sFT  0.99998378   -0 21 29.1
 LX7454;UTM  18      - 4,606,631.101   642,501.978   MT  0.99984990   +1 08 07.6
 LX7454
 LX7454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7454!SPC CT       -   0.99995443  x   0.99998378  =   0.99993821
 LX7454!UTM  18      -   0.99995443  x   0.99984990  =   0.99980434
 LX7454
 LX7454|---------------------------------------------------------------------|
 LX7454| PID    Reference Object                     Distance      Geod. Az  |
 LX7454|                                                           dddmmss.s |
 LX7454| CR9128 PAINTER RM 1                                       00201     |
 LX7454| CR9129 PAINTER RM 2                         12.494 METERS 11945     |
 LX7454| LX7449 NORTHVILLE CLP MICROWAVE            APPROX. 6.5 KM 2763045.7 |
 LX7454|---------------------------------------------------------------------|
 LX7454
 LX7454                          SUPERSEDED SURVEY CONTROL
 LX7454
 LX7454  NAD 83(1992)-  41 35 55.22972(N)    073 17 24.21861(W) AD(       ) 1
 LX7454  NAD 83(1986)-  41 35 55.23156(N)    073 17 24.21983(W) AD(       ) 1
 LX7454  NAD 83(1986)-  41 35 55.23155(N)    073 17 24.21979(W) AD(       ) 1
 LX7454  NGVD 29 (10/23/89)  320.3    (m)         1051.     (f) VERT ANG       
 LX7454
 LX7454.Superseded values are not recommended for survey control.
 LX7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7454.See file dsdata.txt to determine how the superseded data were derived.
 LX7454
 LX7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4250206631(NAD 83)
 LX7454_MARKER: DS = TRIANGULATION STATION DISK
 LX7454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7454_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7454+STABILITY: SURFACE MOTION
 LX7454
 LX7454  HISTORY     - Date     Condition        Report By
 LX7454  HISTORY     - 1983     MONUMENTED       NGS
 LX7454
 LX7454                          STATION DESCRIPTION
 LX7454
 LX7454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7454'THE STATION IS LOCATED 5.0 KM (3.1 MI) NORTH-NORTHEAST OF
 LX7454'ROXBURY, 3.5 KM (2.2 MI) SOUTH-SOUTHEAST OF WASHINGTON ON
 LX7454'PAINTER HILL, IN A HAY FIELD, UNDERNEATH AN EAST-WEST
 LX7454'OVERHEAD TRANSMISSION LINE.
 LX7454'OWNERSHIP--JOHN VOYTERSHARK, PAINTER RIDGE ROAD,
 LX7454'ROXBURY CT 06783, PHONE 203-354-7325.
 LX7454'
 LX7454'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6
 LX7454'AND STATE HIGHWAY 317 IN WOODBURY, GO WEST ON HIGHWAY 317
 LX7454'FOR 5.4 KM (3.3 MI) TO A CROSSROAD (TOPHET ROAD).  CONTINUE
 LX7454'AHEAD FOR 3.8 KM (2.35 MI) TO A PAVED ROAD RIGHT (PAINTER
 LX7454'HILL ROAD).  TURN SHARP RIGHT, NORTHERLY, FOR 3.6 KM (2.25 MI)
 LX7454'TO A TWIN FORKED INTERSECTION.  TURN SHARP LEFT, NORTH, ON
 LX7454'PAINTER RIDGE ROAD FOR 0.9 KM (0.55 MI) TO A PAVED ROAD
 LX7454'LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 LX7454'AHEAD 0.2 KM (0.15 MI) TO A GRAVEL FIELD ROAD RIGHT.  TURN
 LX7454'RIGHT, EASTERLY, PASSING ON THE SOUTH OF A MULTI-DOORED
 LX7454'GARAGE.  CONTINUE EASTERLY 0.3 KM (0.2 MI) ON WINDING
 LX7454'GRAVEL FIELD ROAD TO HIGH GROUND.  TURN LEFT, NORTH, ACROSS
 LX7454'FIELD FOR 0.2 KM (0.1 MI) TO OVERHEAD TRANSMISSION LINE
 LX7454'AND STATION.
 LX7454'
 LX7454'THE STATION IS A STANDARD NGS DISK
 LX7454'STAMPED---PAINTER 1983---,
 LX7454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7454'RECESSED 50 CM BELOW THE GROUND.  IT IS LOCATED
 LX7454'49.1 METERS (161.0 FT) SOUTH-SOUTHWEST FROM THE WITNESS POST,
 LX7454'12.2 METERS (40.0 FT) WEST-SOUTHWEST FROM THE NORTH ONE OF TWO
 LX7454'HIGH LINE POLES, NUMBER 8108 AND
 LX7454'12.5 METERS (41.0 FT) WEST-NORTHWEST FROM THE SOUTH ONE OF TWO
 LX7454'HIGH LINE POLES, NO 352.
 LX7454'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7454'STAMPED---PAINTER 1983---,
 LX7454'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7454'
 LX7454'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7454'STAMPED---PAINTER NO 1 1983---,
 LX7454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7454'PROJECTING 20 CM BELOW THE GROUND.  IT IS LOCATED
 LX7454'54.9 METERS (180.0 FT) NORTH FROM THE SOUTH ONE OF TWO HIGH LINE
 LX7454'POWER POLES, NO 352,
 LX7454'0.91 METER (3.0 FT) SOUTH FROM AN APPLE TREE AND
 LX7454'0.85 METER (2.8 FT) WEST FROM A WITNESS POST
 LX7454'MARK IS ABOVE STATION 0.5 METER.
 LX7454'
 LX7454'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7454'STAMPED---PAINTER NO 2 1983---,
 LX7454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7454'FLUSH WITH GROUND.  IT IS LOCATED
 LX7454'55.6 METERS (182.5 FT) SOUTH FROM THE WITNESS POST,
 LX7454'9.1 METERS (30.0 FT) SOUTH-SOUTHWEST FROM THE NORTH ONE OF TWO
 LX7454'HIGH LINE POLES, NUMBER 8108 AND
 LX7454'0.90 METER (3.0 FT) SOUTHWEST FROM THE SOUTH ONE OF TWO HIGH LINE
 LX7454'POLES, NO 352.
 LX7454'MARK IS ABOVE STATION 0.3 METERS.
 LX7454'
 LX7454'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.9 METERS.
 LX7454'
 LX7454'DESCRIBED BY D.W. SMITH, CHECKED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7455 ***********************************************************************
 LX7455  DESIGNATION -  PAINTER AZ MK
 LX7455  PID         -  LX7455
 LX7455  STATE/COUNTY-  CT/LITCHFIELD
 LX7455  USGS QUAD   -  ROXBURY (1984)
 LX7455
 LX7455                         *CURRENT SURVEY CONTROL
 LX7455  ___________________________________________________________________
 LX7455* NAD 83(1996)-  41 35 44.82740(N)    073 17 31.55570(W)     ADJUSTED  
 LX7455* NAVD 88     -       306.     (meters)    1004.     (feet)  VERTCON   
 LX7455  ___________________________________________________________________
 LX7455  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 LX7455  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX7455
 LX7455  HORZ ORDER  -  SECOND
 LX7455
 LX7455.The horizontal coordinates were established by classical geodetic methods
 LX7455.and adjusted by the National Geodetic Survey in August 1998..
 LX7455
 LX7455.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7455
 LX7455.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7455
 LX7455.The geoid height was determined by GEOID03.
 LX7455
 LX7455;                    North         East     Units Scale Factor Converg.
 LX7455;SPC CT       -   237,219.015   259,605.226   MT  0.99998373   -0 21 34.0
 LX7455;SPC CT       -   778,276.05    851,721.48   sFT  0.99998373   -0 21 34.0
 LX7455;UTM  18      - 4,606,306.915   642,338.466   MT  0.99984933   +1 08 02.5
 LX7455
 LX7455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7455!SPC CT       -   0.99995659  x   0.99998373  =   0.99994032
 LX7455!UTM  18      -   0.99995659  x   0.99984933  =   0.99980593
 LX7455
 LX7455                          SUPERSEDED SURVEY CONTROL
 LX7455
 LX7455  NAD 83(1992)-  41 35 44.82722(N)    073 17 31.55611(W) AD(       ) 2
 LX7455  NAD 83(1986)-  41 35 44.82855(N)    073 17 31.55772(W) AD(       ) 2
 LX7455  NAD 83(1986)-  41 35 44.82905(N)    073 17 31.55731(W) AD(       ) 2
 LX7455  NGVD 29 (10/23/89)  307.     (m)         1007.     (f) VERT ANG       
 LX7455
 LX7455.Superseded values are not recommended for survey control.
 LX7455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7455.See file dsdata.txt to determine how the superseded data were derived.
 LX7455
 LX7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4233806307(NAD 83)
 LX7455_MARKER: DZ = AZIMUTH MARK DISK
 LX7455_SETTING: 66 = SET IN ROCK OUTCROP
 LX7455_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7455_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7455+STABILITY: POSITION/ELEVATION WELL
 LX7455
 LX7455  HISTORY     - Date     Condition        Report By
 LX7455  HISTORY     - 1983     MONUMENTED       NGS
 LX7455
 LX7455                          STATION DESCRIPTION
 LX7455
 LX7455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7455'THE STATION IS LOCATED 5.0 KM (3.1 MI) NORTH-NORTHEAST OF
 LX7455'ROXBURY, 3.5 KM (2.2 MI) SOUTH-SOUTHEAST OF WASHINGTON ON
 LX7455'PAINTER RIDGE ROAD.
 LX7455'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7455'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7455'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7455'
 LX7455'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6
 LX7455'AND STATE HIGHWAY 317 IN WOODBURY, GO WEST ON HIGHWAY 317
 LX7455'FOR 5.4 KM (3.35 MI) TO A CROSSROAD (TOPHET ROAD).
 LX7455'CONTINUE AHEAD FOR 3.8 KM (2.35 MI) TO A PAVED ROAD RIGHT
 LX7455'(PAINTER HILL ROAD).  TURN SHARP RIGHT, NORTHERLY, FOR 3.6
 LX7455'KM (2.25 MI) TO A TWIN FORKED INTERSECTION.  TURN SHARP
 LX7455'LEFT, NORTH, ON PAINTER RIDGE ROAD FOR 0.9 KM (0.55 MI) TO
 LX7455'A PAVED ROAD LEFT AND THE STATION ON THE LEFT.
 LX7455'
 LX7455'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7455'STAMPED---PAINTER 1983---,
 LX7455'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7455'16.1 METERS (53.0 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 LX7455'ROAD INTERSECTION,
 LX7455'5.5 METERS (18.0 FT) WEST FROM THE APPROXIMATE CENTER OF A PAVED
 LX7455'ROAD,
 LX7455'0.76 METER (2.5 FT) EAST-NORTHEAST FROM A WITNESS POST AND
 LX7455'0.46 METER (1.5 FT) SOUTHEAST FROM A FENCE POST.
 LX7455'
 LX7455'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 LX7455'
 LX7455'AN EDM TRAVERSE TIE WAS MADE TO STATION PAINTER.
 LX7455'
 LX7455'DESCRIBED BY D.W. SMITH, CHECKED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6878 ***********************************************************************
 LX6878  DESIGNATION -  PALMER
 LX6878  PID         -  LX6878
 LX6878  STATE/COUNTY-  CT/MIDDLESEX
 LX6878  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6878
 LX6878                         *CURRENT SURVEY CONTROL
 LX6878  ___________________________________________________________________
 LX6878* NAD 83(1996)-  41 32 03.81724(N)    072 32 58.58055(W)     ADJUSTED  
 LX6878* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6878  ___________________________________________________________________
 LX6878  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LX6878  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6878
 LX6878  HORZ ORDER  -  THIRD
 LX6878
 LX6878.The horizontal coordinates were established by classical geodetic methods
 LX6878.and adjusted by the National Geodetic Survey in August 1998..
 LX6878
 LX6878.The orthometric height was scaled from a topographic map.
 LX6878
 LX6878.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6878
 LX6878.The geoid height was determined by GEOID03.
 LX6878
 LX6878;                    North         East     Units Scale Factor Converg.
 LX6878;SPC CT       -   230,278.292   321,523.612   MT  0.99998314   +0 07 58.3
 LX6878;SPC CT       -   755,504.70  1,054,865.38   sFT  0.99998314   +0 07 58.3
 LX6878;UTM  18      - 4,600,981.929   704,416.088   MT  1.00011425   +1 37 31.2
 LX6878
 LX6878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6878!SPC CT       -   1.00000455  x   0.99998314  =   0.99998769
 LX6878!UTM  18      -   1.00000455  x   1.00011425  =   1.00011881
 LX6878
 LX6878|---------------------------------------------------------------------|
 LX6878| PID    Reference Object                     Distance      Geod. Az  |
 LX6878|                                                           dddmmss.s |
 LX6878| CZ6925 PALMER RM 1                           7.040 METERS 06956     |
 LX6878| CZ7719 PALMER RM 2                          13.410 METERS 18948     |
 LX6878| LX6857 SCOVILL                             APPROX. 1.7 KM 2064650.6 |
 LX6878| LX6869 WHIT                                373.689 METERS 26655     |
 LX6878|---------------------------------------------------------------------|
 LX6878
 LX6878                          SUPERSEDED SURVEY CONTROL
 LX6878
 LX6878  NAD 83(1992)-  41 32 03.81653(N)    072 32 58.58044(W) AD(       ) 3
 LX6878  NAD 83(1986)-  41 32 03.81839(N)    072 32 58.58276(W) AD(       ) 3
 LX6878  NAD 27      -  41 32 03.45700(N)    072 33 00.26100(W) AD(       ) 3
 LX6878
 LX6878.Superseded values are not recommended for survey control.
 LX6878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6878.See file dsdata.txt to determine how the superseded data were derived.
 LX6878
 LX6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0441600982(NAD 83)
 LX6878_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6878_SETTING: 66 = SET IN ROCK OUTCROP
 LX6878_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6878+STABILITY: POSITION/ELEVATION WELL
 LX6878
 LX6878  HISTORY     - Date     Condition        Report By
 LX6878  HISTORY     - 1934     MONUMENTED       CGS
 LX6878  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6878
 LX6878                          STATION DESCRIPTION
 LX6878
 LX6878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6878'THIS STATION IS AT THE RIVERS EDGE ON THE PROPERTY OF
 LX6878'W.T. PALMER.  PALMERS ESTATE IS ABOUT 2.0 MILES S OF COBALT
 LX6878'FOUR CORNERS ON ROUTE 151.  THE STATION IS ON THE FIRST BARE
 LX6878'LEDGE N OF PALMERS PRIVATE MARINE RAILWAY.  THE N SIDE OF THE
 LX6878'RAILWAYS STONE FOUNDATION IS 14.1 METERS DISTANT.
 LX6878'
 LX6878'THE LEDGE IS ABOUT 2 FEET ABOVE ORDINARY HIGH WATER AND 6.7
 LX6878'METERS W OF A HIGH BANK.  JUST N OF THE STATION A HIGHER,
 LX6878'LONGER LEDGE RUNS EASTERLY AND DISAPPEARS IN THE BANK.
 LX6878'
 LX6878'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6878'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX6878'NO.1 IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS
 LX6878'DESCRIBED IN NOTE 12A, IS IN THE SOUTHERLY SIDE OF THIS SECOND
 LX6878'LEDGE ABOUT 2 FEET BELOW THE TOP AND 1 FOOT FROM THE DIRT
 LX6878'LINE.  IT IS ABOUT 5 FEET HIGHER THAN THE STATION.  REFERENCE
 LX6878'MARK BEARS N 85 DEG E (MAGNETIC).  REFERENCE MARK NO.2 IS IN
 LX6878'AN EMBEDDED BOULDER PROJECTING 6 INCHES ABOVE THE GROUND, 0.7
 LX6878'METER N OF THE RAILWAY FOUNDATION.  IT BEARS S 20 DEG W
 LX6878'(MAGNETIC).
 LX6878'
 LX6878'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6878
 LX6878                          STATION RECOVERY (1948)
 LX6878
 LX6878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6878'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6878'IS ADEQUATE.  STATION IS 1.0 METER FROM THE MEAN HIGH-WATER
 LX6878'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3321 ***********************************************************************
 LW3321  DESIGNATION -  PALMERO
 LW3321  PID         -  LW3321
 LW3321  STATE/COUNTY-  CT/NEW LONDON
 LW3321  USGS QUAD   -  WATCH HILL (1984)
 LW3321
 LW3321                         *CURRENT SURVEY CONTROL
 LW3321  ___________________________________________________________________
 LW3321* NAD 83(1996)-  41 20 55.72353(N)    071 50 26.43327(W)     ADJUSTED  
 LW3321* NAVD 88     -        18.     (meters)      59.     (feet)  SCALED    
 LW3321  ___________________________________________________________________
 LW3321  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 LW3321  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3321
 LW3321  HORZ ORDER  -  THIRD
 LW3321
 LW3321.The horizontal coordinates were established by classical geodetic methods
 LW3321.and adjusted by the National Geodetic Survey in August 1998..
 LW3321
 LW3321.The orthometric height was scaled from a topographic map.
 LW3321
 LW3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3321
 LW3321.The geoid height was determined by GEOID03.
 LW3321
 LW3321;                    North         East     Units Scale Factor Converg.
 LW3321;SPC CT       -   210,048.474   380,899.711   MT  0.99998832   +0 36 10.6
 LW3321;SPC CT       -   689,134.04  1,249,668.47   sFT  0.99998832   +0 36 10.6
 LW3321;SPC RI       -    29,539.376    71,488.967   MT  1.00000375   -0 13 30.2
 LW3321;SPC RI       -    96,913.77    234,543.39   sFT  1.00000375   -0 13 30.2
 LW3321;SPC NY L     -   133,505.475   480,701.594   MT  1.00003274   +1 24 44.6
 LW3321;SPC NY L     -   438,009.21  1,577,101.81   sFT  1.00003274   +1 24 44.6
 LW3321;UTM  19      - 4,581,373.459   262,346.184   MT  1.00029513   -1 52 39.2
 LW3321
 LW3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3321!SPC CT       -   1.00000202  x   0.99998832  =   0.99999034
 LW3321!SPC RI       -   1.00000202  x   1.00000375  =   1.00000577
 LW3321!SPC NY L     -   1.00000202  x   1.00003274  =   1.00003476
 LW3321!UTM  19      -   1.00000202  x   1.00029513  =   1.00029715
 LW3321
 LW3321|---------------------------------------------------------------------|
 LW3321| PID    Reference Object                     Distance      Geod. Az  |
 LW3321|                                                           dddmmss.s |
 LW3321| CB7972 PALMERO RM 3                         23.570 METERS 01613     |
 LW3321| LW3325 PALMERS CUPOLA                      341.011 METERS 04826     |
 LW3321| LW3292 SUNNYLANDS CHIMNEY                  APPROX. 1.4 KM 1115932.0 |
 LW3321| LW3291 OWENS CUPOLA                        APPROX. 1.8 KM 1445137.8 |
 LW3321| CB7970 PALMERO RM 1                         44.700 METERS 26452     |
 LW3321| LW3299 ELMS HOUSE GABLE                    APPROX. 0.7 KM 2981044.4 |
 LW3321| CB7971 PALMERO RM 2                        105.700 METERS 33853     |
 LW3321|---------------------------------------------------------------------|
 LW3321
 LW3321                          SUPERSEDED SURVEY CONTROL
 LW3321
 LW3321  NAD 83(1992)-  41 20 55.72222(N)    071 50 26.43249(W) AD(       ) 3
 LW3321  NAD 83(1986)-  41 20 55.72137(N)    071 50 26.43459(W) AD(       ) 3
 LW3321  NAD 27      -  41 20 55.36900(N)    071 50 28.19300(W) AD(       ) 3
 LW3321
 LW3321.Superseded values are not recommended for survey control.
 LW3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3321.See file dsdata.txt to determine how the superseded data were derived.
 LW3321
 LW3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6234681373(NAD 83)
 LW3321_MARKER: DS = TRIANGULATION STATION DISK
 LW3321_SETTING: 66 = SET IN ROCK OUTCROP
 LW3321_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3321+STABILITY: POSITION/ELEVATION WELL
 LW3321
 LW3321  HISTORY     - Date     Condition        Report By
 LW3321  HISTORY     - 1934     MONUMENTED       CGS
 LW3321  HISTORY     - 1954     GOOD             CGS
 LW3321  HISTORY     - 1988     GOOD             USPSQD
 LW3321  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 LW3321
 LW3321                          STATION DESCRIPTION
 LW3321
 LW3321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3321'THE STATION IS LOCATED 3/8 MILE W OF THE PAWCATUCK RIVER AND 2
 LW3321'MILES SOUTHERLY OF THE INTERSECTION OF UNITED STATES HIGHWAY 1
 LW3321'AND MECHANICS STREET.  THE STATION IS MARKED BY A STANDARD DISC
 LW3321'SET IN A DRILL HOLE IN THE LEDGE NEAR THE INTERSECTION OF TWO
 LW3321'STONE FENCES, ON TOP OF THE HILL W OF THE HOME OF HOWARD PALMER,
 LW3321'AND ON HIS PROPERTY.  PALMERS PROPERTY IS OPPOSITE THE WESTERLY
 LW3321'CEMETERY.
 LW3321'
 LW3321'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3321'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LW3321'NO.1 AND AZIMUTH MARK NO.3 ARE STANDARD BRONZE DISCS SET IN
 LW3321'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.  REFERENCE MARK
 LW3321'NO.2 IS A STANDARD BRONZE DISC SET IN A BOULDER AS DESCRIBED
 LW3321'IN NOTE 12C.
 LW3321'
 LW3321'REFERENCE MARKS NO.1 AND NO.3 ARE STANDARD DISCS SET IN LEDGE
 LW3321'NORTHWESTERLY AND NORTHEASTERLY OF THE STATION
 LW3321'RESPECTIVELY.  REFERENCE MARK NO.2 IS A STANDARD DISC SET IN THE
 LW3321'TOP OF A HUGE BOULDER N OF THE STATION AND NEAR THE
 LW3321'ROAD.  REFERENCE MARK NO.3 TO REFERENCE MARK NO.1 IS 57.63
 LW3321'METERS.
 LW3321'
 LW3321'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3321
 LW3321                          STATION RECOVERY (1954)
 LW3321
 LW3321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3321'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3321'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3321'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LW3321'
 LW3321'STATION MARK IS STAMPED PALMERO 1934.
 LW3321'
 LW3321'REFERENCE MARK 1 IS STAMPED PALMERO NO 1 1934.
 LW3321'
 LW3321'REFERENCE MARK 2 IS STAMPED PALMERO NO 2 1934.
 LW3321'
 LW3321'REFERENCE MARK 3 IS STAMPED PALMERO NO 3 1934.
 LW3321
 LW3321                          STATION RECOVERY (1988)
 LW3321
 LW3321'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3321'RECOVERED IN GOOD CONDITION.
 LW3321
 LW3321                          STATION RECOVERY (2002)
 LW3321
 LW3321'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3321'ONLY STATION FOUND. SECOND SEARCH FOR RM1 AND RM3 PROVED UNSUCCESSFUL.
 LW3321' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3325 ***********************************************************************
 LW3325  DESIGNATION -  PALMERS CUPOLA
 LW3325  PID         -  LW3325
 LW3325  STATE/COUNTY-  CT/NEW LONDON
 LW3325  USGS QUAD   -  WATCH HILL (1984)
 LW3325
 LW3325                         *CURRENT SURVEY CONTROL
 LW3325  ___________________________________________________________________
 LW3325* NAD 83(1996)-  41 21 03.05658(N)    071 50 15.45689(W)     ADJUSTED  
 LW3325* NAVD 88     -                                                        
 LW3325  ___________________________________________________________________
 LW3325  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 LW3325  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW3325
 LW3325  HORZ ORDER  -  THIRD
 LW3325
 LW3325.The horizontal coordinates were established by classical geodetic methods
 LW3325.and adjusted by the National Geodetic Survey in August 1998..
 LW3325
 LW3325
 LW3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3325
 LW3325.The geoid height was determined by GEOID03.
 LW3325
 LW3325;                    North         East     Units Scale Factor Converg.
 LW3325;SPC CT       -   210,277.374   381,152.476   MT  0.99998820   +0 36 17.8
 LW3325;SPC CT       -   689,885.02  1,250,497.75   sFT  0.99998820   +0 36 17.8
 LW3325;SPC RI       -    29,764.604    71,745.017   MT  1.00000357   -0 13 23.0
 LW3325;SPC RI       -    97,652.70    235,383.44   sFT  1.00000357   -0 13 23.0
 LW3325;UTM  19      - 4,581,591.272   262,608.699   MT  1.00029360   -1 52 32.2
 LW3325
 LW3325                          SUPERSEDED SURVEY CONTROL
 LW3325
 LW3325  NAD 83(1992)-  41 21 03.05527(N)    071 50 15.45610(W) AD(       ) 4
 LW3325  NAD 83(1986)-  41 21 03.05441(N)    071 50 15.45817(W) AD(       ) 4
 LW3325  NAD 27      -  41 21 02.70000(N)    071 50 17.21000(W) AD(       ) 3
 LW3325
 LW3325.Superseded values are not recommended for survey control.
 LW3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3325.See file dsdata.txt to determine how the superseded data were derived.
 LW3325
 LW3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6260981591(NAD 83)
 LW3325_MARKER: 86 = CUPOLA
 LW3325
 LW3325  HISTORY     - Date     Condition        Report By
 LW3325  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3325  HISTORY     - 1948     GOOD             CGS
 LW3325  HISTORY     - 1954     GOOD             CGS
 LW3325  HISTORY     - 1984     GOOD             USPSQD
 LW3325
 LW3325                          STATION DESCRIPTION
 LW3325
 LW3325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3325'PALMERS HOUSE IS W OF SHORE ROAD WHERE IT RUNS ALONG THE W
 LW3325'BANK OF THE PAWCATUCK RIVER AND JUST S OF THE ROAD TO THE
 LW3325'SCHOOLHOUSE.  THE HOUSE IS OPPOSITE WESTERLY CEMETERY.  IT IS
 LW3325'A TWO-STORY FRAME DWELLING WITH A RED ROOF.  THE CUPOLA IS SQUARE
 LW3325'WITH THREE WINDOWS IN EACH SIDE AND IS IN THE CENTER OF THE
 LW3325'HOUSE.  THE ROOF IS RED AND VERY FLAT WITH A FINIAL IN THE
 LW3325'CENTER.
 LW3325'
 LW3325'THE STATION IS THE BASE OF THE FINIAL.  HEIGHT ABOUT 40 FEET.
 LW3325
 LW3325                          STATION RECOVERY (1948)
 LW3325
 LW3325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3325'THIS CUPOLA IS PROBABLY THE SAME AS THE OWNER STATES IT HAS NOT
 LW3325'BEEN REBUILT OR REMODELED.  THIS CUPOLA HAS FOUR WINDOWS IN EACH
 LW3325'SIDE INSTEAD OF THREE AS ORIGINALLY DESCRIBED.
 LW3325
 LW3325                          STATION RECOVERY (1954)
 LW3325
 LW3325'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3325'STATION RECOVERED AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS
 LW3325'ADEQUATE AND CORRECT.
 LW3325
 LW3325                          STATION RECOVERY (1984)
 LW3325
 LW3325'RECOVERY NOTE BY US POWER SQUADRON 1984 (BAM)
 LW3325'STATION RECOVERED AS DESCRIBED AND IS IN GOOD CONDITION.  NUMBER OF
 LW3325'WINDOWS DEPENDS ON THE POINT OF VIEW.  THERE ARE 4 WINDOWS ON FRONT
 LW3325'AND BACK, AND 3 ON SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3406 ***********************************************************************
 LW3406  DESIGNATION -  PALMERS FLAGPOLE
 LW3406  PID         -  LW3406
 LW3406  STATE/COUNTY-  CT/NEW LONDON
 LW3406  USGS QUAD   -  MYSTIC (1984)
 LW3406
 LW3406                         *CURRENT SURVEY CONTROL
 LW3406  ___________________________________________________________________
 LW3406* NAD 83(1996)-  41 21 39.42949(N)    071 55 42.70969(W)     ADJUSTED  
 LW3406* NAVD 88     -                                                        
 LW3406  ___________________________________________________________________
 LW3406  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 LW3406  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LW3406
 LW3406  HORZ ORDER  -  THIRD
 LW3406
 LW3406.The horizontal coordinates were established by classical geodetic methods
 LW3406.and adjusted by the National Geodetic Survey in August 1998..
 LW3406
 LW3406
 LW3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3406
 LW3406.The geoid height was determined by GEOID03.
 LW3406
 LW3406;                    North         East     Units Scale Factor Converg.
 LW3406;SPC CT       -   211,323.103   373,534.794   MT  0.99998766   +0 32 40.9
 LW3406;SPC CT       -   693,315.88  1,225,505.40   sFT  0.99998766   +0 32 40.9
 LW3406;SPC RI       -    30,920.317    64,143.100   MT  1.00000957   -0 16 59.4
 LW3406;SPC RI       -   101,444.41    210,442.82   sFT  1.00000957   -0 16 59.4
 LW3406;UTM  19      - 4,582,966.184   255,040.936   MT  1.00033853   -1 56 10.1
 LW3406;UTM  18      - 4,583,380.294   756,916.739   MT  1.00041240   +2 01 50.7
 LW3406
 LW3406                          SUPERSEDED SURVEY CONTROL
 LW3406
 LW3406  NAD 83(1992)-  41 21 39.42822(N)    071 55 42.70890(W) AD(       ) 4
 LW3406  NAD 83(1986)-  41 21 39.42819(N)    071 55 42.71207(W) AD(       ) 4
 LW3406  NAD 27      -  41 21 39.08000(N)    071 55 44.46000(W) AD(       ) 3
 LW3406
 LW3406.Superseded values are not recommended for survey control.
 LW3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3406.See file dsdata.txt to determine how the superseded data were derived.
 LW3406
 LW3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5504182966(NAD 83)
 LW3406_MARKER: 62 = FLAGPOLE
 LW3406
 LW3406  HISTORY     - Date     Condition        Report By
 LW3406  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3406  HISTORY     - 1954     GOOD             CGS
 LW3406  HISTORY     - 20020219 POOR             USPSQD
 LW3406
 LW3406                          STATION DESCRIPTION
 LW3406
 LW3406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3406'PALMERS HOUSE IS 7/10 OF A MILE N OF THE BOSTON POST ROAD AND
 LW3406'ON THE E SIDE OF MONTAUK AVENUE AND JUST S OF THE RESERVOIR.  THE
 LW3406'FLAGPOLE IS ABOUT 50 FEET S OF THE HOUSE IN THE CIRCLE FORMED
 LW3406'BY THE DRIVEWAY.  IT IS IN THE EASTERN PART OF THE CIRCLE AND NOT
 LW3406'THE CENTER.
 LW3406'
 LW3406'THE STATION IS THE CENTER LINE OF THE FLAGPOLE.  HEIGHT ABOUT 50
 LW3406'FEET.
 LW3406
 LW3406                          STATION RECOVERY (1954)
 LW3406
 LW3406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3406'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3406'ADEQUATE AND COMPLETE.
 LW3406
 LW3406                          STATION RECOVERY (2002)
 LW3406
 LW3406'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3406'PALMERS FLAGPOLE WAS FOUND LYING ON THE GROUND E OF A BARN AT 246
 LW3406'MONTAUK AVENUE. THE CIRCULAR DRIVEWAY WAS REWORKED AND THE FLAPOLE
 LW3406'REMOVED IN THE EARLY '80'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3479 ***********************************************************************
 LX3479  DESIGNATION -  PANORAMA HILL
 LX3479  PID         -  LX3479
 LX3479  STATE/COUNTY-  CT/LITCHFIELD
 LX3479  USGS QUAD   -  WINSTED (1984)
 LX3479
 LX3479                         *CURRENT SURVEY CONTROL
 LX3479  ___________________________________________________________________
 LX3479* NAD 83(1996)-  41 58 03.42298(N)    073 05 34.63177(W)     ADJUSTED  
 LX3479* NAVD 88     -       443.     (meters)    1453.     (feet)  VERTCON   
 LX3479  ___________________________________________________________________
 LX3479  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 LX3479  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX3479
 LX3479  HORZ ORDER  -  FIRST
 LX3479
 LX3479.The horizontal coordinates were established by classical geodetic methods
 LX3479.and adjusted by the National Geodetic Survey in August 1998..
 LX3479
 LX3479.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3479
 LX3479.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3479
 LX3479.The geoid height was determined by GEOID03.
 LX3479
 LX3479;                    North         East     Units Scale Factor Converg.
 LX3479;SPC CT       -   278,432.463   276,372.008   MT  1.00001179   -0 13 38.6
 LX3479;SPC CT       -   913,490.51    906,730.50   sFT  1.00001179   -0 13 38.6
 LX3479;UTM  18      - 4,647,939.757   658,020.262   MT  0.99990727   +1 16 31.9
 LX3479
 LX3479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3479!SPC CT       -   0.99993506  x   1.00001179  =   0.99994685
 LX3479!UTM  18      -   0.99993506  x   0.99990727  =   0.99984234
 LX3479
 LX3479:                Primary Azimuth Mark                     Grid Az
 LX3479:SPC CT       -  CARFANO HOUSE ROOF                       030 23 01.7
 LX3479:UTM  18      -  CARFANO HOUSE ROOF                       028 52 51.2
 LX3479
 LX3479|---------------------------------------------------------------------|
 LX3479| PID    Reference Object                     Distance      Geod. Az  |
 LX3479|                                                           dddmmss.s |
 LX3479| CB3766 CARFANO HOUSE ROOF                                 0300923.1 |
 LX3479| CA9085 PANORAMA HILL RM 2                    5.185 METERS 10031     |
 LX3479| LX7298 PEOPLES                             APPROX. 9.0 KM 1114852.6 |
 LX3479| CA9087 PANORAMA HILL RM 4                   25.513 METERS 11554     |
 LX3479| CA9086 PANORAMA HILL RM 3                   14.356 METERS 16432     |
 LX3479| CA9088 PANORAMA HILL RM 5                   23.271 METERS 20818     |
 LX3479| CA9084 PANORAMA HILL RM 1                   11.540 METERS 33122     |
 LX3479|---------------------------------------------------------------------|
 LX3479
 LX3479                          SUPERSEDED SURVEY CONTROL
 LX3479
 LX3479  NAD 83(1996)-  41 58 03.42291(N)    073 05 34.63188(W) AD(       ) 1
 LX3479  NAD 83(1992)-  41 58 03.42381(N)    073 05 34.63259(W) AD(       ) 1
 LX3479  NAD 83(1992)-  41 58 03.42424(N)    073 05 34.63291(W) AD(       ) 1
 LX3479  NAD 83(1986)-  41 58 03.42386(N)    073 05 34.63362(W) AD(       ) 1
 LX3479  NAD 27      -  41 58 03.07900(N)    073 05 36.24200(W) AD(       ) 1
 LX3479  NGVD 29 (07/14/89)  443.     (m)         1453.     (f) VERT ANG       
 LX3479
 LX3479.Superseded values are not recommended for survey control.
 LX3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3479.See file dsdata.txt to determine how the superseded data were derived.
 LX3479
 LX3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5802047940(NAD 83)
 LX3479_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3479
 LX3479  HISTORY     - Date     Condition        Report By
 LX3479  HISTORY     - 1939     MONUMENTED       MADPW
 LX3479  HISTORY     - 1980     GOOD             NGS
 LX3479
 LX3479                          STATION DESCRIPTION
 LX3479
 LX3479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3479'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  A SEARCH WAS
 LX3479'MADE FOR REFERENCE MARKS 1, 2, AND 3 AND THE AZIMUTH MARK BUT THEY
 LX3479'WERE NOT FOUND.  NEW REFERENCE MARKS 4 AND 5 WERE SET AT THIS
 LX3479'TIME.  REFERENCE MARK 5 IS ACTUALLY STAMPED NUMBER 3 AND WAS
 LX3479'SET PRIOR TO DISCOVERY THAT AN OLD REFERENCE MARK 3 HAD EXISTED.
 LX3479'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX3479'
 LX3479'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) NORTH-NORTHWEST
 LX3479'OF WINSTED, 2.4 KM (1-1/2 MI) SOUTH OF COLEBROOK, IN THICK WOODS
 LX3479'ON PANORAMA HILL.
 LX3479'OWNERSHIP--JIM DAVIDSON, OLD COLEBROOK ROAD, COLEBROOK, CT 06021.
 LX3479'PHONE 203-379-8297.
 LX3479'
 LX3479'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44
 LX3479'AND STATE HIGHWAY 183 AT THE WEST EDGE OF WINSTED, GO NORTH
 LX3479'ON HIGHWAY 183 FOR 1.3 KM (0.8 MI) TO A FORK.  KEEP RIGHT FOR 1.6
 LX3479'KM (1.0 MI) TO INDIAN MEADOW DRIVE ON THE LEFT.  CONTINUE NORTH
 LX3479'FOR 1.0 KM (0.65 MI) TO BRICKLEMEYER ROAD ON THE RIGHT, AND MR.
 LX3479'DAVIDSONS HOUSE ON THE LEFT.  CONTINUE AHEAD FOR 22 METERS
 LX3479'(72 FT) TO THE NORTH ONE OF TWO DRIVEWAYS ON THE LEFT.  TURN
 LX3479'LEFT, PASSING BETWEEN THE HOUSE AND A HORSE BARN, THEN
 LX3479'CROSSING A LAWN AREA TO A TRACK ROAD RUNNING EAST AND
 LX3479'WEST.  FOLLOW ROAD WEST ALONG NORTH SIDE OF FENCE, THEN INTO WOODS
 LX3479'FOR ABOUT 0.2 KM (0.15 MI) TO A 50 CM AND A 62 CM PINE TREE ON
 LX3479'THE RIGHT EDGE OF THE ROAD.  BEAR LEFT, SOUTH-SOUTHWEST, THROUGH
 LX3479'THICK LAUREL PATCH AND WORK WAY UP SLOPE FOR ABOUT 0.2 KM (0.15
 LX3479'MI) TO HIGH GROUND AND STATION.
 LX3479'
 LX3479'THE STATION IS A STANDARD MAGS DISK
 LX3479'STAMPED---PANORAMA HILL 1939 CONN---,
 LX3479'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3479'9.2 METERS (30.2 FT) WEST FROM A 30 CM TRIANGULAR BLAZED PINE
 LX3479'TREE AND
 LX3479'3.35 METERS (11.0 FT) EAST FROM A METAL WITNESS POST.
 LX3479'
 LX3479'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX3479'STAMPED---PANORAMA HILL 1939 NO 4 1980---,
 LX3479'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3479'27.9 METERS (91.5 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST
 LX3479'AND
 LX3479'2.8 METERS (9.2 FT) EAST FROM A FOUR TRUNKED POPLAR TREE.
 LX3479'MARK IS BELOW STATION 2.0 METERS.
 LX3479'
 LX3479'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 LX3479'STAMPED---PANORAMA HILL 1939 NO 3 1980---,
 LX3479'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METER
 LX3479'LARGEST DIMENSION.  IT IS LOCATED
 LX3479'20.7 METERS (67.9 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST,
 LX3479'5.9 METERS (19.4 FT) SOUTH FROM A 1 METER HIGH STUMP, AND
 LX3479'1.8 METERS (5.9 FT) SOUTHWEST FROM A 20 CM TRIANGULAR BLAZED
 LX3479'MAPLE TREE.
 LX3479'MARK IS BELOW STATION 1.0 METER.
 LX3479'
 LX3479'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF DENSE BRUSH AND
 LX3479'TREES.
 LX3479'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 LX3479'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19.0 METERS.
 LX3479'
 LX3479'DESCRIBED BY M.L. BERGMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6825 ***********************************************************************
 LX6825  DESIGNATION -  PAPER ROCK LIGHT
 LX6825  PID         -  LX6825
 LX6825  STATE/COUNTY-  CT/MIDDLESEX
 LX6825  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6825
 LX6825                         *CURRENT SURVEY CONTROL
 LX6825  ___________________________________________________________________
 LX6825* NAD 83(1996)-  41 33 32.26616(N)    072 34 36.36757(W)     ADJUSTED  
 LX6825* NAVD 88     -                                                        
 LX6825  ___________________________________________________________________
 LX6825  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 LX6825  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX6825
 LX6825  HORZ ORDER  -  THIRD
 LX6825
 LX6825.The horizontal coordinates were established by classical geodetic methods
 LX6825.and adjusted by the National Geodetic Survey in August 1998..
 LX6825
 LX6825
 LX6825.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6825
 LX6825.The geoid height was determined by GEOID03.
 LX6825
 LX6825;                    North         East     Units Scale Factor Converg.
 LX6825;SPC CT       -   233,002.099   319,251.375   MT  0.99998324   +0 06 53.5
 LX6825;SPC CT       -   764,441.05  1,047,410.55   sFT  0.99998324   +0 06 53.5
 LX6825;UTM  18      - 4,603,645.949   702,073.367   MT  1.00010253   +1 36 29.1
 LX6825
 LX6825                          SUPERSEDED SURVEY CONTROL
 LX6825
 LX6825  NAD 83(1992)-  41 33 32.26548(N)    072 34 36.36749(W) AD(       ) 4
 LX6825  NAD 83(1986)-  41 33 32.26708(N)    072 34 36.36970(W) AD(       ) 4
 LX6825  NAD 27      -  41 33 31.91000(N)    072 34 38.04000(W) AD(       ) 3
 LX6825
 LX6825.Superseded values are not recommended for survey control.
 LX6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6825.See file dsdata.txt to determine how the superseded data were derived.
 LX6825
 LX6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0207303646(NAD 83)
 LX6825
 LX6825  HISTORY     - Date     Condition        Report By
 LX6825  HISTORY     - UNK      MONUMENTED
 LX6825  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6825  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6825
 LX6825                          STATION DESCRIPTION
 LX6825
 LX6825'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6825'THIS LIGHT IS LOCATED ON THE E SHORE OF THE CONNECTICUT RIVER
 LX6825'ON A POINT REFERRED TO AS PAPER ROCK.  THE LIGHT IS ON THE
 LX6825'LARGE OUTCROPPING OF ROCK.  THE BASE OF IT IS CONCRETE, PAINTED
 LX6825'RED.  IT IS A RED SKELETON STEEL STRUCTURE WITH A WHITE TANK
 LX6825'ENCLOSED WITHIN THE LEGS AND APPROXIMATELY 5 FEET ABOVE THE
 LX6825'CONCRETE BASE.  THE UPPERMOST POINT OF THE STRUCTURE IS
 LX6825'APPROXIMATELY 38 FEET ABOVE MEAN HIGH WATER LEVEL.
 LX6825
 LX6825                          STATION RECOVERY (1969)
 LX6825
 LX6825'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6825'STATION APPARENTLY RECOVERED IN GOOD CONDITION.  THE 1948
 LX6825'DESCRIPTION, BY R.J.S., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AD9919 ***********************************************************************
 AD9919  CBN         -  This is a Cooperative Base Network Control Station.
 AD9919  DESIGNATION -  PAQUETTE
 AD9919  PID         -  AD9919
 AD9919  STATE/COUNTY-  CT/HARTFORD
 AD9919  USGS QUAD   -  HARTFORD SOUTH (1992)
 AD9919
 AD9919                         *CURRENT SURVEY CONTROL
 AD9919  ___________________________________________________________________
 AD9919* NAD 83(1996)-  41 40 24.71824(N)    072 42 52.25390(W)     ADJUSTED  
 AD9919* NAVD 88     -        71.1    (meters)     233.     (feet)  GPS OBS   
 AD9919  ___________________________________________________________________
 AD9919  X           -   1,417,685.810 (meters)                     COMP
 AD9919  Y           -  -4,555,729.711 (meters)                     COMP
 AD9919  Z           -   4,218,615.639 (meters)                     COMP
 AD9919  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AD9919  ELLIP HEIGHT-          41.76  (meters)          (06/22/01) GPS OBS
 AD9919  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AD9919
 AD9919  HORZ ORDER  -  A
 AD9919  ELLP ORDER  -  FOURTH    CLASS I
 AD9919
 AD9919.The horizontal coordinates were established by GPS observations
 AD9919.and adjusted by the National Geodetic Survey in July 1997..
 AD9919
 AD9919.The orthometric height was determined by GPS observations and a
 AD9919.high-resolution geoid model.
 AD9919
 AD9919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9919
 AD9919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9919
 AD9919.The ellipsoidal height was determined by GPS observations
 AD9919.and is referenced to NAD 83.
 AD9919
 AD9919.The geoid height was determined by GEOID03.
 AD9919
 AD9919;                    North         East     Units Scale Factor Converg.
 AD9919;SPC CT       -   245,712.838   307,755.509   MT  0.99998611   +0 01 24.7
 AD9919;SPC CT       -   806,142.87  1,009,694.53   sFT  0.99998611   +0 01 24.7
 AD9919;UTM  18      - 4,616,053.564   690,248.759   MT  1.00004542   +1 31 12.1
 AD9919
 AD9919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9919!SPC CT       -   0.99999345  x   0.99998611  =   0.99997956
 AD9919!UTM  18      -   0.99999345  x   1.00004542  =   1.00003887
 AD9919
 AD9919|---------------------------------------------------------------------|
 AD9919| PID    Reference Object                     Distance      Geod. Az  |
 AD9919|                                                           dddmmss.s |
 AD9919| LX3162 W 91                                310.546 METERS 01051     |
 AD9919| LX7656 PUGLISI                             267.032 METERS 01421     |
 AD9919|---------------------------------------------------------------------|
 AD9919
 AD9919                          SUPERSEDED SURVEY CONTROL
 AD9919
 AD9919  ELLIP H (07/24/97)   41.83   (m)                       GP(       ) 2 1
 AD9919
 AD9919.Superseded values are not recommended for survey control.
 AD9919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9919.See file dsdata.txt to determine how the superseded data were derived.
 AD9919
 AD9919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9024916054(NAD 83)
 AD9919_MARKER: Z = SEE DESCRIPTION
 AD9919_SETTING: 0 = UNSPECIFIED SETTING
 AD9919_SP_SET: BUILDING
 AD9919_MARK LOGO: NONE  
 AD9919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9919+STABILITY: SURFACE MOTION
 AD9919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9919+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 AD9919
 AD9919  HISTORY     - Date     Condition        Report By
 AD9919  HISTORY     - 19940401 MONUMENTED       CTGS
 AD9919  HISTORY     - 20001121 GOOD             CTGS
 AD9919  HISTORY     - 20010716 GOOD             CTGS
 AD9919  HISTORY     - 20030424 GOOD             CTGS
 AD9919  HISTORY     - 20050410 SEE DESCRIPTION  CTGS
 AD9919
 AD9919                          STATION DESCRIPTION
 AD9919
 AD9919'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1994
 AD9919'THE OLIVER H. PAQUETTE COMMUNITY BASE STATION IS A TRIMBLE COMPACT
 AD9919'DOME ANTENNA, PERMANENTLY INSTALLED ATOP A LIGHTNING RESISTANT STEEL
 AD9919'POLE AND BRACKET. TO REACH THE STATION FROM THE INTERSECTION OF CT
 AD9919'ROUTE 9 (CENTRAL CONNECTICUT EXPRESSWAY) AND CT ROUTE 15 (WILBUR CROSS
 AD9919'PARKWAY) IN BERLIN, PROCEED NORTH ON CT ROUTE 15 FOR 3.6 MILES TO THE
 AD9919'STATION ON THE RIGHT (EAST). THE STATION IS LOCATED AT THE NORTHWEST
 AD9919'CORNER OF THE NORTH ELEVATOR SHAFT ATOP THE CONNECTICUT DEPARTMENT OF
 AD9919'TRANSPORTATION HEADQUARTERS, 2800 BERLIN TURNPIKE, NEWINGTON, CT.
 AD9919'PHONE (860) 594-2509, CONTACT ROBERT JORDAN, SUPERVISING ENGINEER. THE
 AD9919'STATION CAN BE ELECTRONICALLY ACCESSED VIA THE CONNDOT BBS ON A 24
 AD9919'HOUR BASIS.  DATA IS COLLECTED BETWEEN 6AM AND 9PM (SUMMER HOURS)
 AD9919'USING A TRIMBLE 12 CHANNEL RECEIVER AND TRIMBLE SSF FILE FORMAT. FILES
 AD9919'ARE CREATED HOURLY AND PLACED ON THE BBS IN A COMPRESSED SELF-
 AD9919'EXTRACTING FORMAT FOR IMMEDIATE RETRIEVAL.  FILES CREATED JUST PAST
 AD9919'THE HOUR CAN BE DOWNLOADED AFTER A 2 MINUTE DELAY. COMPLETE
 AD9919'INFORMATION ON STATIONB PAQUETTE OPERATION AND FILE MANAGEMENT IS
 AD9919'AVAILABLE FROM CONNDOT, PH (860) 594-2509, FAX (860) 594-2678.
 AD9919
 AD9919                          STATION RECOVERY (2000)
 AD9919
 AD9919'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 AD9919'THE OLIVER H. PAQUETTE COMMUNITY BASE STATION IS A TRIMBLE
 AD9919'NAVIGATION COMPANY COMPACT DOME ANTENNA, PERMANENTLY
 AD9919'INSTALLED ATOP A LIGHTNING RESISTANT STEEL POLE AND BRACKET.
 AD9919'TO REACH THE STATION FROM THE INTERSECTION OF CT ROUTE 9
 AD9919'(CENTRAL CONNECTICUT EXPRESSWAY) AND CT ROUTE 15 (WILBUR CROSS
 AD9919'PARKWAY) IN BERLIN, PROCEED NORTH ON CT ROUTE 15 FOR 3.6 MILES TO
 AD9919'THE STATION ON THE RIGHT (EAST).
 AD9919'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE
 AD9919'NORTH ELEVATOR SHAFT ATOP THE CONNECTICUT DEPARTMENT OF
 AD9919'TRANSPORTATION HEADQUARTERS, 2800 BERLIN TURNPIKE, NEWINGTON,
 AD9919'CT. PHONE (860) 594-2509, CONTACT MR. ROBERT BARON LS, MANAGER OF
 AD9919'SURVEY OPERATIONS.
 AD9919'STATION PAQUETTE CAN BE ELECTRONICALLY ACCESSED VIA THE
 AD9919'CONNDOT BBS ON A 24 HOUR BASIS. DATA IS COLLECTED BETWEEN 6AM AND
 AD9919'9PM (SUMMER) OR 5AM TO 8PM (WINTER) USING A TRIMBLE 12 CHANNEL
 AD9919'RECEIVER AND TRIMBLE SSF FILE FORMAT. FILES ARE CREATED HOURLY
 AD9919'AND PLACED ON THE BBS IN A COMPRESSED SELF-EXTRACTING FORMAT FOR
 AD9919'IMMEDIATE RETRIEVAL. FILES CREATED JUST PAST THE HOUR CAN BE
 AD9919'DOWNLOADED AFTER A 2 MINUTE DELAY. THE MEASUREMENT RATE IS 5
 AD9919'SECOND SYNCHRONIZED, THE ANTENNA HEIGHT IS 0.00.
 AD9919'COMPLETE INFORMATION ON STATION PAQUETTE OPERATION AND
 AD9919'FILE MANAGEMENT IS AVAILABLE FROM CONNDOT, PHONE (860) 594-2509, FAX
 AD9919'(860) 594-2678. THE STATION PAQUETTE BULLETIN BOARD TELEPHONE
 AD9919'NUMBER IS (860) 594-2528.
 AD9919' 
 AD9919' 
 AD9919'
 AD9919
 AD9919                          STATION RECOVERY (2001)
 AD9919
 AD9919'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB)
 AD9919'RECOVERED AS DESCRIBED.
 AD9919'
 AD9919
 AD9919                          STATION RECOVERY (2003)
 AD9919
 AD9919'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (DCS)
 AD9919'THE OLIVER H. PAQUETTE COMMUNITY BASE STATION IS A TRIMBLE  NAVIGATION
 AD9919'COMPANY COMPACT DOME ANTENNA, PERMANENTLY  INSTALLED ATOP A LIGHTNING
 AD9919'RESISTANT STEEL POLE AND BRACKET. TO REACH THE STATION FROM THE
 AD9919'INTERSECTION OF CT ROUTE 9  (CENTRAL CONNECTICUT EXPRESSWAY) AND CT
 AD9919'ROUTE 15 (WILBUR CROSS  PARKWAY) IN BERLIN, PROCEED NORTH ON CT ROUTE
 AD9919'15 FOR 3.6 MILES TO  THE STATION ON THE RIGHT (EAST). THE STATION IS
 AD9919'LOCATED AT THE NORTHWEST CORNER OF THE  NORTH ELEVATOR SHAFT ATOP THE
 AD9919'CONNECTICUT DEPARTMENT OF  TRANSPORTATION HEADQUARTERS, 2800 BERLIN
 AD9919'TURNPIKE, NEWINGTON,  CT. PHONE (860) 594-2509 CONTACT MR. ROBERT
 AD9919'BARON LS, MANAGER OF  SURVEY OPERATIONS. STATION  PAQUETTE CAN BE
 AD9919'ELECTRONICALLY ACCESSED VIA THE  CONNDOT BBS ON A 24 HOUR BASIS. DATA
 AD9919'IS COLLECTED BETWEEN 6AM AND  9PM (SUMMER) OR 5AM TO 8PM (WINTER)
 AD9919'USING A TRIMBLE 12 CHANNEL  RECEIVER AND TRIMBLE SSF FILE FORMAT.
 AD9919'FILES ARE CREATED HOURLY  AND PLACED ON THE BBS IN A COMPRESSED
 AD9919'SELF-EXTRACTING FORMAT FOR  IMMEDIATE RETRIEVAL. FILES CREATED JUST
 AD9919'PAST THE HOUR CAN BE  DOWNLOADED AFTER A 2 MINUTE DELAY. THE
 AD9919'MEASUREMENT RATE IS 5  SECOND SYNCHRONIZED, THE ANTENNA HEIGHT IS
 AD9919'0.00. COMPLETE INFORMATION ON STATION PAQUETTE OPERATION AND  FILE
 AD9919'MANAGEMENT IS AVAILABLE FROM CONNDOT, PH (860) 594-2509, FAX  (860)
 AD9919'594-2678. THE STATION PAQUETTE BULLETIN BOARD TELEPHONE  NUMBER IS
 AD9919'(860)594-2528.
 AD9919
 AD9919                          STATION RECOVERY (2005)
 AD9919
 AD9919'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005 (DS)
 AD9919'THE OLIVER H. PAQUETTE COMMUNITY BASE STATION IS A TRIMBL NAVIGATION
 AD9919'COMPANY COMPACT DOME ANTENNA, PERMANENTLY INSTALLED ATOP A LIGHTNING
 AD9919'RESISTANT STEEL POLE AND BRACKET. TO REACH FROM THE INTERSECTION OF CT
 AD9919'ROUTE 9 (CENTRAL CONNECTICUT EXPRESSWAY) AND CT ROUTE 15 (WILBUR CROSS
 AD9919'PARKWAY) IN BERLIN, PROCEED NORTH ON CT ROUTE 15 FOR 3.6 MILES TO THE
 AD9919'STATION ON THE RIGHT (EAST). THE STATION IS LOCATED AT THE NORTHWEST
 AD9919'CORNER OF THE NORTH ELEVATOR SHAFT ATOP THE CONNECTICUT DEPARTMENT OF
 AD9919'TRANSPORTATION HEADQUARTERS, 2800 BERLIN TURNPIKE, NEWINGTON,  CT.
 AD9919'PHONE (860) 594-2509. CONTACT MR. ROBERT BARON LS, MANAGER OF SURVEY
 AD9919'OPERATIONS. STATION PAQUETTE CAN BE ELECTRONICALLY ACCESSED VIA THE
 AD9919'CONNDOT BBS ON A 24 HOUR BASIS. DATA IS COLLECTED BETWEEN 6AM  AND
 AD9919'9PM (SUMMER) OR 5AM TO 8PM (WINTER) USING A TRIMBLE 12 CHANNEL
 AD9919'RECEIVER AND TRIMBLE SSF FILE FORMAT. FILES ARE CREATED HOURLY  AND
 AD9919'PLACED ON THE BBS IN A COMPRESSED SELF-EXTRACTING FORMAT FOR
 AD9919'IMMEDIATE RETRIEVAL. FILES CREATED JUST PAST THE HOUR CAN BE
 AD9919'DOWNLOADED AFTER A 2 MINUTE DELAY. THE MEASUREMENT RATE IS 5  SECOND
 AD9919'SYNCHRONIZED. THE ANTENNA HEIGHT IS 0.00. COMPLETE INFORMATION ON
 AD9919'STATION PAQUETTE OPERATION AND FILE MANAGEMENT IS AVAILABLE FROM
 AD9919'CONNDOT, PH (860) 594-2509, FAX (860) 594-2678. THE STATION PAQUETTE
 AD9919'BULLETIN BOARD TELEPHONE  NUMBER IS (860)594-2528.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7113 ***********************************************************************
 DH7113  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7113  DESIGNATION -  PAQUETTE CORS ARP
 DH7113  CORS_ID     -  CTNE
 DH7113  PID         -  DH7113
 DH7113  STATE/COUNTY-  CT/HARTFORD
 DH7113  USGS QUAD   -  HARTFORD SOUTH (1992)
 DH7113
 DH7113                         *CURRENT SURVEY CONTROL
 DH7113  ___________________________________________________________________
 DH7113* NAD 83(CORS)-  41 40 24.71762(N)    072 42 52.25229(W)     ADJUSTED  
 DH7113* NAVD 88     -                                                        
 DH7113  ___________________________________________________________________
 DH7113  EPOCH DATE  -        2002.00
 DH7113  X           -   1,417,685.845 (meters)                     COMP
 DH7113  Y           -  -4,555,729.698 (meters)                     COMP
 DH7113  Z           -   4,218,615.611 (meters)                     COMP
 DH7113  ELLIP HEIGHT-          41.74  (meters)          (11/??/05) GPS OBS
 DH7113  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DH7113
 DH7113  HORZ ORDER  -  SPECIAL (CORS)
 DH7113  ELLP ORDER  -  SPECIAL (CORS)
 DH7113
 DH7113.ITRF positions are available for this station.
 DH7113.The coordinates were established by GPS observations
 DH7113.and adjusted by the National Geodetic Survey in November 2005..
 DH7113.The coordinates are valid at the epoch date displayed above.
 DH7113.The epoch date for horizontal control is a decimal equivalence
 DH7113.of Year/Month/Day.
 DH7113
 DH7113
 DH7113.The PID for the CORS L1 Phase Center is DH7114.
 DH7113
 DH7113.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7113
 DH7113.The ellipsoidal height was determined by GPS observations
 DH7113.and is referenced to NAD 83.
 DH7113
 DH7113.The geoid height was determined by GEOID03.
 DH7113
 DH7113;                    North         East     Units Scale Factor Converg.
 DH7113;SPC CT       -   245,712.818   307,755.547   MT  0.99998611   +0 01 24.7
 DH7113;SPC CT       -   806,142.80  1,009,694.66   sFT  0.99998611   +0 01 24.7
 DH7113
 DH7113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7113!SPC CT       -   0.99999345  x   0.99998611  =   0.99997956
 DH7113
 DH7113                          SUPERSEDED SURVEY CONTROL
 DH7113
 DH7113.No superseded survey control is available for this station.
 DH7113
 DH7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9024916054(NAD 83)
 DH7113_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7113
 DH7113                          STATION DESCRIPTION
 DH7113
 DH7113'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7113'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7113'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7113'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7113'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7113'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH7114 ***********************************************************************
 DH7114  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7114  DESIGNATION -  PAQUETTE CORS L1 PHASE CENTER
 DH7114  CORS_ID     -  CTNE
 DH7114  PID         -  DH7114
 DH7114  STATE/COUNTY-  CT/HARTFORD
 DH7114  USGS QUAD   -  HARTFORD SOUTH (1992)
 DH7114
 DH7114                         *CURRENT SURVEY CONTROL
 DH7114  ___________________________________________________________________
 DH7114* NAD 83(CORS)-  41 40 24.71766(N)    072 42 52.25227(W)     ADJUSTED  
 DH7114* NAVD 88     -                                                        
 DH7114  ___________________________________________________________________
 DH7114  EPOCH DATE  -        2002.00
 DH7114  X           -   1,417,685.870 (meters)                     COMP
 DH7114  Y           -  -4,555,729.775 (meters)                     COMP
 DH7114  Z           -   4,218,615.685 (meters)                     COMP
 DH7114  ELLIP HEIGHT-          41.85  (meters)          (11/??/05) GPS OBS
 DH7114  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DH7114
 DH7114  HORZ ORDER  -  SPECIAL (CORS)
 DH7114  ELLP ORDER  -  SPECIAL (CORS)
 DH7114
 DH7114.ITRF positions are available for this station.
 DH7114.The coordinates were established by GPS observations
 DH7114.and adjusted by the National Geodetic Survey in November 2005..
 DH7114.The coordinates are valid at the epoch date displayed above.
 DH7114.The epoch date for horizontal control is a decimal equivalence
 DH7114.of Year/Month/Day.
 DH7114
 DH7114
 DH7114.The PID for the CORS ARP is DH7113.
 DH7114
 DH7114.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7114
 DH7114.The ellipsoidal height was determined by GPS observations
 DH7114.and is referenced to NAD 83.
 DH7114
 DH7114.The geoid height was determined by GEOID03.
 DH7114
 DH7114;                    North         East     Units Scale Factor Converg.
 DH7114;SPC CT       -   245,712.820   307,755.547   MT  0.99998611   +0 01 24.7
 DH7114;SPC CT       -   806,142.81  1,009,694.66   sFT  0.99998611   +0 01 24.7
 DH7114
 DH7114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7114!SPC CT       -   0.99999344  x   0.99998611  =   0.99997955
 DH7114
 DH7114                          SUPERSEDED SURVEY CONTROL
 DH7114
 DH7114.No superseded survey control is available for this station.
 DH7114
 DH7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9024916054(NAD 83)
 DH7114_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7114
 DH7114                          STATION DESCRIPTION
 DH7114
 DH7114'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7114'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7114'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7114'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7114'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7114'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3611 ***********************************************************************
 LW3611  DESIGNATION -  PARD
 LW3611  PID         -  LW3611
 LW3611  STATE/COUNTY-  CT/WINDHAM
 LW3611  USGS QUAD   -  PLAINFIELD (1983)
 LW3611
 LW3611                         *CURRENT SURVEY CONTROL
 LW3611  ___________________________________________________________________
 LW3611* NAD 83(1996)-  41 43 55.98801(N)    071 54 30.73412(W)     ADJUSTED  
 LW3611* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 LW3611  ___________________________________________________________________
 LW3611  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LW3611  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LW3611
 LW3611  HORZ ORDER  -  SECOND
 LW3611
 LW3611.The horizontal coordinates were established by classical geodetic methods
 LW3611.and adjusted by the National Geodetic Survey in August 1998..
 LW3611
 LW3611.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3611
 LW3611.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3611
 LW3611.The geoid height was determined by GEOID03.
 LW3611
 LW3611;                    North         East     Units Scale Factor Converg.
 LW3611;SPC CT       -   252,571.119   374,806.094   MT  0.99998913   +0 33 28.6
 LW3611;SPC CT       -   828,643.75  1,229,676.33   sFT  0.99998913   +0 33 28.6
 LW3611;SPC RI       -    72,146.609    66,011.020   MT  1.00000796   -0 16 19.0
 LW3611;SPC RI       -   236,701.00    216,571.15   sFT  1.00000796   -0 16 19.0
 LW3611;UTM  19      - 4,624,134.308   258,102.606   MT  1.00032012   -1 56 13.2
 LW3611
 LW3611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3611!SPC CT       -   0.99998861  x   0.99998913  =   0.99997774
 LW3611!SPC RI       -   0.99998861  x   1.00000796  =   0.99999657
 LW3611!UTM  19      -   0.99998861  x   1.00032012  =   1.00030873
 LW3611
 LW3611|---------------------------------------------------------------------|
 LW3611| PID    Reference Object                     Distance      Geod. Az  |
 LW3611|                                                           dddmmss.s |
 LW3611| LW3609 PARD 1974 RM 3                      356.156 METERS 01739     |
 LW3611| CB7975 PARD RM 1                            13.476 METERS 06512     |
 LW3611| LW3610 PARD 1974 RM 2                       11.663 METERS 17606     |
 LW3611|---------------------------------------------------------------------|
 LW3611
 LW3611                          SUPERSEDED SURVEY CONTROL
 LW3611
 LW3611  NAD 83(1996)-  41 43 55.98728(N)    071 54 30.73383(W) AD(       ) 2
 LW3611  NAD 83(1992)-  41 43 55.98712(N)    071 54 30.73357(W) AD(       ) 2
 LW3611  NAD 83(1992)-  41 43 55.98714(N)    071 54 30.73414(W) AD(       ) 2
 LW3611  NAD 83(1986)-  41 43 55.98738(N)    071 54 30.73379(W) AD(       ) 2
 LW3611  NAD 27      -  41 43 55.63150(N)    071 54 32.46936(W) AD(       ) 2
 LW3611  NGVD 29 (07/19/86)  102.9    (m)          338.     (f) VERT ANG       
 LW3611
 LW3611.Superseded values are not recommended for survey control.
 LW3611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3611.See file dsdata.txt to determine how the superseded data were derived.
 LW3611
 LW3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5810324134(NAD 83)
 LW3611_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3611+STABILITY: SURFACE MOTION
 LW3611
 LW3611  HISTORY     - Date     Condition        Report By
 LW3611  HISTORY     - 1974     MONUMENTED       NGS
 LW3611  HISTORY     - 19961125 MARK NOT FOUND   USPSQD
 LW3611
 LW3611                          STATION DESCRIPTION
 LW3611
 LW3611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3611'STATION IS ABOUT 1-1/2 MILES NORTHWEST OF MOOSUP, 3/4 MILE
 LW3611'WEST OF STATE HIGHWAY 52, 1/2 MILE SOUTH OF WAUREGAN, 1/2 MILE
 LW3611'NORTH OF CENTRAL VILLAGE, ON SHEPARD HILL, IN A TRIANGLE FORMED
 LW3611'BY THE JUNCTION OF SHEPARD HILL ROAD AND EAST SHEPERD HILL
 LW3611'ROAD AND ON THE ROAD RIGHT-OF-WAY.
 LW3611'
 LW3611'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 LW3611'AND 52 ABOUT 1 MILE WEST OF MOOSUP, GO WESTERLY ON HIGHWAY 14
 LW3611'FOR 0.55 MILE TO THE JUNCTION OF STATE HIGHWAY 12.  TURN RIGHT
 LW3611'AND GO NORTHWESTERLY ON HIGHWAYS 12 AND 14 FOR 0.25 MILE TO
 LW3611'WHERE THE TWO HIGHWAYS SEPARATE.  CONTINUE NORTHWESTERLY ON
 LW3611'HIGHWAY 12 FOR 0.2 MILE TO THE JUNCTION OF EAST SHEPARD HILL
 LW3611'ROAD ON THE LEFT.  BEAR LEFT AND GO NORTHERLY ON EAST SHEPARD
 LW3611'HILL ROAD FOR 0.5 MILE TO A REVERSE FORK AND STATION IN THE
 LW3611'TRIANGLE OF THE JUNCTION OF EAST SHEPARD HILL ROAD AND
 LW3611'SHEPARD HILL ROAD.
 LW3611'
 LW3611'THE STATION MARKS ARE STANDARD DISKS STAMPED PARD 1974.  THE
 LW3611'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LW3611'GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LW3611'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LW3611'ARE 66 FEET NORTH-NORTHEAST OF A PAVED ROAD CONNECTING THE TWO
 LW3611'SHEPARD HILL ROADS, 28.5 FEET WEST OF CENTER OF EAST SHEPARD
 LW3611'HILL ROAD, 27 FEET EAST OF CENTER OF SHEPARD HILL ROAD AND 10.5
 LW3611'FEET NORTHWEST OF POWER POLE NUMBER 1031.
 LW3611'
 LW3611'REFERENCE MARK 1, STAMPED PARD NO 1 1974, IS A STANDARD DISK
 LW3611'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LW3611'IS 41 FEET NORTHEAST OF POWER POLE NUMBER 1031, 13.5 FEET EAST
 LW3611'OF CENTER OF EAST SHEPARD HILL ROAD, 5 FEET WEST OF A ROCK
 LW3611'FENCE AND 2 FEET SOUTH A STREET SIGN MARKING EAST SHEPARD HILL
 LW3611'ROAD.
 LW3611'
 LW3611'REFERENCE MARK 2, STAMPED PARD NO 2 1974, IS A STANDARD DISK
 LW3611'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LW3611'IS 44.5 FEET EAST-SOUTHEAST OF CENTER OF SHEPARD HILL ROAD, 32
 LW3611'FEET WEST-NORTHWEST OF CENTER EAST SHEPARD HILL ROAD, 31 FEET
 LW3611'SOUTH-SOUTHWEST OF POWER POLE NUMBER 1031 AND 29 FEET
 LW3611'NORTH-NORTHEAST OF CENTER OF THE PAVED ROAD CONNECTING THE TWO
 LW3611'SHEPARD HILL ROADS.
 LW3611'
 LW3611'REFERENCE MARK 3, STAMPED PARD NO 3 1974,IS A STANDARD DISK
 LW3611'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 1
 LW3611'FOOT ON THE WEST SIDE AND IS FLUSH WITH THE GROUND SURFACE ON
 LW3611'THE OTHER SIDES.  IT IS 68 FEET NORTHEAST OF POWER POLE NUMBER
 LW3611'1038, 26 FEET SOUTHEAST OF CENTER SHEPARD HILL ROAD, 2.8 FEET
 LW3611'SOUTHEAST OF A METAL WITNESS POST AND DIRECTLY ACROSS THE ROAD
 LW3611'FROM A LANE FORMED BY TWO ROCK FENCES WHICH LEADS OFF TO THE
 LW3611'WEST.
 LW3611'
 LW3611'TO REACH REFERENCE MARK 3 FROM THE STATION, GO NORTH ON
 LW3611'SHEPARD HILL ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT AS
 LW3611'DESCRIBED.
 LW3611'
 LW3611'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LW3611
 LW3611                          STATION RECOVERY (1996)
 LW3611
 LW3611'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5456 ***********************************************************************
 LX5456  DESIGNATION -  PARK
 LX5456  PID         -  LX5456
 LX5456  STATE/COUNTY-  CT/NEW LONDON
 LX5456  USGS QUAD   -  NIANTIC (1983)
 LX5456
 LX5456                         *CURRENT SURVEY CONTROL
 LX5456  ___________________________________________________________________
 LX5456* NAD 83(1996)-  41 21 30.53618(N)    072 11 17.41657(W)     ADJUSTED  
 LX5456* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5456  ___________________________________________________________________
 LX5456  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LX5456  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX5456
 LX5456  HORZ ORDER  -  SECOND
 LX5456
 LX5456.The horizontal coordinates were established by classical geodetic methods
 LX5456.and adjusted by the National Geodetic Survey in August 1998..
 LX5456
 LX5456.The orthometric height was scaled from a topographic map.
 LX5456
 LX5456.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5456
 LX5456.The geoid height was determined by GEOID03.
 LX5456
 LX5456;                    North         East     Units Scale Factor Converg.
 LX5456;SPC CT       -   210,874.862   351,812.231   MT  0.99998779   +0 22 21.1
 LX5456;SPC CT       -   691,845.28  1,154,237.29   sFT  0.99998779   +0 22 21.1
 LX5456;UTM  18      - 4,582,368.454   735,205.339   MT  1.00028088   +1 51 31.7
 LX5456
 LX5456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5456!SPC CT       -   1.00000483  x   0.99998779  =   0.99999262
 LX5456!UTM  18      -   1.00000483  x   1.00028088  =   1.00028571
 LX5456
 LX5456|---------------------------------------------------------------------|
 LX5456| PID    Reference Object                     Distance      Geod. Az  |
 LX5456|                                                           dddmmss.s |
 LX5456| CZ7724 PARK RM 2                            12.900 METERS 14704     |
 LX5456| LX5455 MACHOL                              336.092 METERS 18820     |
 LX5456| LX5452 TURKEY                              327.012 METERS 21636     |
 LX5456| LX7640 CALKINS RESET                       220.044 METERS 26847     |
 LX5456| LX5446 LAMARCHE CHIMNEY                    APPROX. 1.2 KM 3352514.4 |
 LX5456| CZ7723 PARK RM 1                            15.830 METERS 34419     |
 LX5456|---------------------------------------------------------------------|
 LX5456
 LX5456                          SUPERSEDED SURVEY CONTROL
 LX5456
 LX5456  NAD 83(1992)-  41 21 30.53511(N)    072 11 17.41588(W) AD(       ) 2
 LX5456  NAD 83(1986)-  41 21 30.53646(N)    072 11 17.42019(W) AD(       ) 2
 LX5456  NAD 27      -  41 21 30.20200(N)    072 11 19.14700(W) AD(       ) 2
 LX5456
 LX5456.Superseded values are not recommended for survey control.
 LX5456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5456.See file dsdata.txt to determine how the superseded data were derived.
 LX5456
 LX5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3520582368(NAD 83)
 LX5456_MARKER: DS = TRIANGULATION STATION DISK
 LX5456_SETTING: 80 = SET IN A BOULDER
 LX5456_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5456+STABILITY: SURFACE MOTION
 LX5456
 LX5456  HISTORY     - Date     Condition        Report By
 LX5456  HISTORY     - 1934     MONUMENTED       CGS
 LX5456  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX5456  HISTORY     - 19991226 MARK NOT FOUND   USPSQD
 LX5456
 LX5456                          STATION DESCRIPTION
 LX5456
 LX5456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5456'THE STATION IS LOCATED ON THE E SIDE OF THE NIANTIC RIVER ABOUT
 LX5456'MIDWAY OF A LONG NARROW FIELD AND IS ON THE ROCKY BEACH W OF THE
 LX5456'STEEP PART OF THE RIVER BANK.  THE STATION IS MARKED BY A
 LX5456'STANDARD DISC SET IN THE TOP OF A BOULDER AT HIGH WATER LINE AND
 LX5456'ONE METER ABOVE HIGH WATER LEVEL.  IT IS ON THE PROPERTY OF
 LX5456'CHARLES STANTON.
 LX5456'
 LX5456'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5456'IN A BOULDER.  REFERENCE MARKS NO. 1 AND
 LX5456'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER.
 LX5456'
 LX5456'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A BOULDER AT
 LX5456'HIGH WATER LINE NE OF THE STATION.  REFERENCE MARK NO. 2 IS A
 LX5456'STANDARD DISC SET IN A SMALL BOULDER BACK OF HIGH WATER LINE AND
 LX5456'SE OF THE STATION.
 LX5456'
 LX5456'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5456
 LX5456                          STATION RECOVERY (1959)
 LX5456
 LX5456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GRF)
 LX5456'THE STATION MARK AND REFERENCE MARK NO.1 WERE RECOVERED IN GOOD
 LX5456'CONDITION.  REFERENCE MARK NO. 2 WAS NOT RECOVERED, IT IS
 LX5456'BELIEVED THAT THE BOULDER IN WHICH THE DISK WAS SET WASHED OUT
 LX5456'INTO THE RIVER.
 LX5456'
 LX5456'DUE TO NEW CONSTRUCTION THE STATION MARK WAS REMOVED.  AS THE
 LX5456'TAPED DISTANCE TO R.M. NO. 1 CHECKED THIS MARK WAS LEFT INTACT.  THE
 LX5456'POSITION CAN BE COMPUTED FOR THIS MARK.
 LX5456'
 LX5456'THE TRIANGULATION STATION WAS NOT RESET DUE TO THE RELATIVELY
 LX5456'HIGH CONCENTRATION OF STATIONS IN THIS AREA.  DUE TO CONSTRUCTION
 LX5456'IN RECENT YEARS THERE ARE NOT MANY PLACES TO WHICH THE MARK
 LX5456'COULD BE MOVED.
 LX5456
 LX5456                          STATION RECOVERY (1999)
 LX5456
 LX5456'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6871 ***********************************************************************
 LX6871  DESIGNATION -  PARK
 LX6871  PID         -  LX6871
 LX6871  STATE/COUNTY-  CT/MIDDLESEX
 LX6871  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6871
 LX6871                         *CURRENT SURVEY CONTROL
 LX6871  ___________________________________________________________________
 LX6871* NAD 83(1996)-  41 30 39.35533(N)    072 33 07.68728(W)     ADJUSTED  
 LX6871* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6871  ___________________________________________________________________
 LX6871  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX6871  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6871
 LX6871  HORZ ORDER  -  THIRD
 LX6871
 LX6871.The horizontal coordinates were established by classical geodetic methods
 LX6871.and adjusted by the National Geodetic Survey in August 1998..
 LX6871
 LX6871.The orthometric height was scaled from a topographic map.
 LX6871
 LX6871.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6871
 LX6871.The geoid height was determined by GEOID03.
 LX6871
 LX6871;                    North         East     Units Scale Factor Converg.
 LX6871;SPC CT       -   227,672.112   321,318.479   MT  0.99998322   +0 07 52.3
 LX6871;SPC CT       -   746,954.25  1,054,192.38   sFT  0.99998322   +0 07 52.3
 LX6871;UTM  18      - 4,598,370.950   704,278.869   MT  1.00011357   +1 37 22.5
 LX6871
 LX6871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6871!SPC CT       -   1.00000456  x   0.99998322  =   0.99998778
 LX6871!UTM  18      -   1.00000456  x   1.00011357  =   1.00011813
 LX6871
 LX6871|---------------------------------------------------------------------|
 LX6871| PID    Reference Object                     Distance      Geod. Az  |
 LX6871|                                                           dddmmss.s |
 LX6871| LX6872 PARKERS GABLE                        74.329 METERS 02101     |
 LX6871| LX6143 HIGGANUM CONG CHURCH BELFRY         APPROX. 1.5 KM 1894405.1 |
 LX6871| LX6815 SEARS                               413.002 METERS 2794926.6 |
 LX6871| LX6856 SEARS SHOAL FRONT RANGE LT          APPROX. 0.7 KM 3022124.7 |
 LX6871| CZ7722 PARK RM                               9.570 METERS 30224     |
 LX6871|---------------------------------------------------------------------|
 LX6871
 LX6871                          SUPERSEDED SURVEY CONTROL
 LX6871
 LX6871  NAD 83(1992)-  41 30 39.35459(N)    072 33 07.68717(W) AD(       ) 3
 LX6871  NAD 83(1986)-  41 30 39.35649(N)    072 33 07.68957(W) AD(       ) 3
 LX6871  NAD 27      -  41 30 38.99400(N)    072 33 09.37300(W) AD(       ) 3
 LX6871
 LX6871.Superseded values are not recommended for survey control.
 LX6871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6871.See file dsdata.txt to determine how the superseded data were derived.
 LX6871
 LX6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0427998371(NAD 83)
 LX6871_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6871_SETTING: 66 = SET IN ROCK OUTCROP
 LX6871_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6871+STABILITY: POSITION/ELEVATION WELL
 LX6871
 LX6871  HISTORY     - Date     Condition        Report By
 LX6871  HISTORY     - 1934     MONUMENTED       CGS
 LX6871  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6871
 LX6871                          STATION DESCRIPTION
 LX6871
 LX6871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6871'THIS STATION IS ON THE LEDGE MARKING THE SOUTHERN BOUNDARY OF
 LX6871'M. PARKERS PROPERTY.  THE CENTER IS 1-1/2 METERS SOUTHERLY OF
 LX6871'THE LINE FENCE BETWEEN PARKER AND THE CLARKHURST GOLF COURSE.  AT
 LX6871'THIS POINT THE LEDGE EXTENDS NORTHWESTERLY, DIRECTLY FOR SEARS
 LX6871'SHOAL LOWER RANGE LIGHT, ABOUT 14 METERS OUTSIDE THE GENERAL
 LX6871'TREND OF THE SHORE LINE.  THE TIP OF THE LEDGE HAS THREE 1-INCH
 LX6871'ANCHOR BOLTS JUST ABOUT AT HIGH-WATER LINE.  STATION IS ABOUT 2
 LX6871'METERS ABOVE HIGH-WATER LINE IN ELEVATION AND 4 METERS
 LX6871'NORTHEASTERLY. IT IS 0.5 METER OUTSIDE THE GRASS LINE.
 LX6871'
 LX6871'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6871'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK NO.1
 LX6871'IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX6871'NOTE 12A.  REFERENCE MARK NO.1 IS IN THE SAME LEDGE AS THE
 LX6871'STATION, ABOUT 3 METERS INSIDE HIGH-WATER LINE AT THE TIP, AND
 LX6871'ON AXIS OF THE LEDGE.  IT BEARS NW (MAGNETIC).
 LX6871'
 LX6871'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6871
 LX6871                          STATION RECOVERY (1969)
 LX6871
 LX6871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6871'THE STATION MARK AND THE REFERENCE MARK WERE RECOVERED IN
 LX6871'GOOD CONDITION.  THE STATION IS LOCATED ON THE LAST BARE ROCK
 LX6871'FACE DOWNSTREAM FROM THREE LARGE OVERHEAD CABLE CROSSINGS AND
 LX6871'IS ON THE EASTERLY SIDE OF THE RIVER.
 LX6871'
 LX6871'THE STATION IS BEST RECOVERED BY BOAT.  THE ORIGINAL DESCRIPTION
 LX6871'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7153 ***********************************************************************
 LX7153  DESIGNATION -  PARK
 LX7153  PID         -  LX7153
 LX7153  STATE/COUNTY-  CT/HARTFORD
 LX7153  USGS QUAD   -  NEW BRITAIN (1992)
 LX7153
 LX7153                         *CURRENT SURVEY CONTROL
 LX7153  ___________________________________________________________________
 LX7153* NAD 83(1996)-  41 39 47.94730(N)    072 47 14.19005(W)     ADJUSTED  
 LX7153* NAVD 88     -        96.5    (meters)     317.     (feet)  VERTCON   
 LX7153  ___________________________________________________________________
 LX7153  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LX7153  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX7153
 LX7153  HORZ ORDER  -  FIRST
 LX7153
 LX7153.The horizontal coordinates were established by classical geodetic methods
 LX7153.and adjusted by the National Geodetic Survey in August 1998..
 LX7153
 LX7153.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7153
 LX7153.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7153
 LX7153.The geoid height was determined by GEOID03.
 LX7153
 LX7153;                    North         East     Units Scale Factor Converg.
 LX7153;SPC CT       -   244,578.463   301,696.165   MT  0.99998569   -0 01 29.0
 LX7153;SPC CT       -   802,421.17    989,814.83   sFT  0.99998569   -0 01 29.0
 LX7153;UTM  18      - 4,614,761.296   684,220.828   MT  1.00001764   +1 28 16.8
 LX7153
 LX7153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7153!SPC CT       -   0.99998945  x   0.99998569  =   0.99997514
 LX7153!UTM  18      -   0.99998945  x   1.00001764  =   1.00000709
 LX7153
 LX7153|---------------------------------------------------------------------|
 LX7153| PID    Reference Object                     Distance      Geod. Az  |
 LX7153|                                                           dddmmss.s |
 LX7153| CZ7725 PARK RM 1                             9.169 METERS 01440     |
 LX7153| CZ7726 PARK RM 2                             9.068 METERS 10625     |
 LX7153| LX7154 PARK RM 3 AZIMUTH                   472.433 METERS 2450354.0 |
 LX7153|---------------------------------------------------------------------|
 LX7153
 LX7153                          SUPERSEDED SURVEY CONTROL
 LX7153
 LX7153  NAD 83(1996)-  41 39 47.94672(N)    072 47 14.19011(W) AD(       ) 1
 LX7153  NAD 83(1992)-  41 39 47.94678(N)    072 47 14.19019(W) AD(       ) 1
 LX7153  NAD 83(1992)-  41 39 47.94862(N)    072 47 14.19194(W) AD(       ) 1
 LX7153  NAD 83(1986)-  41 39 47.94869(N)    072 47 14.19204(W) AD(       ) 1
 LX7153  NAD 27      -  41 39 47.58895(N)    072 47 15.84526(W) AD(       ) 1
 LX7153  NGVD 29 (07/19/86)   96.8    (m)          318.     (f) VERT ANG       
 LX7153
 LX7153.Superseded values are not recommended for survey control.
 LX7153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7153.See file dsdata.txt to determine how the superseded data were derived.
 LX7153
 LX7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8422114761(NAD 83)
 LX7153_MARKER: DS = TRIANGULATION STATION DISK
 LX7153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7153+STABILITY: SURFACE MOTION
 LX7153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX7153+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 LX7153
 LX7153  HISTORY     - Date     Condition        Report By
 LX7153  HISTORY     - 1981     MONUMENTED       NGS
 LX7153  HISTORY     - 20050512 GOOD             GEOCAC
 LX7153
 LX7153                          STATION DESCRIPTION
 LX7153
 LX7153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7153'THE STATION IS LOCATED IN WALNUT PARK, NORTH OF HOSPITAL AND WEST
 LX7153'OF A TRAFFIC CIRCLE.
 LX7153'OWNERSHIP--CITY OF NEW BRITAIN CONNECTICUT.
 LX7153'
 LX7153'TO REACH THE STATION FROM THE JUNCTION OF SOUTH HIGH STREET AND
 LX7153'WEST MAIN STREET AT THE OLD POST OFFICE.  GO WEST ON MAIN STREET
 LX7153'FOR 0.2 KM (0.1 MI) TO A FORK, TAKE LEFT FORK UPHILL FOR 0.40 KM
 LX7153'(0.25 MI) TO A FORK.  (TURN RIGHT FOR 0.1 KM (0.05 MI) TO A
 LX7153'3-WAY FORK, KEEP LEFT FOR 0.2 KM (0.15 MI) TO A 2-WAY FORK, KEEP
 LX7153'RIGHT FOR 0.2 KM (0.1 MI) TO REFERENCE MARK 3 ON THE RIGHT).
 LX7153'PROCEED LEFT UPHILL FOR 0.2 KM (0.1 MI) TO A FORK, KEEP LEFT FORK
 LX7153'UPHILL FOR 0.2 KM (0.15 MI) TO A TRAFFIC CIRCLE AND STATION IN
 LX7153'MEDIAN BETWEEN PARKING LOT AND 6 METERS (20 FEET) FROM THE WEST
 LX7153'EDGE OF CIRCLE.
 LX7153'
 LX7153'THE STATION IS A STANDARD NGS DISK
 LX7153'STAMPED---PARK 1981---,
 LX7153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7153'FLUSH WITH GROUND.  IT IS LOCATED
 LX7153'17.2 METERS (56.4 FT) SOUTH-SOUTHEAST FROM AN OAK TREE,
 LX7153'5.67 METERS (18.6 FT) NORTH FROM THE APPROXIMATE CENTER OF
 LX7153'PAVED DRIVE, WEST SIDE OF CIRCLE AND
 LX7153'5.5 METERS (18.05 FT) SOUTH-SOUTHEAST FROM AN OAK TREE.
 LX7153'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7153'STAMPED---PARK 1981---,
 LX7153'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE.
 LX7153'
 LX7153'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7153'STAMPED---PARK NO 1 1981---,
 LX7153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7153'FLUSH WITH GROUND.  IT IS LOCATED
 LX7153'9.08 METERS (29.8 FT) SOUTHEAST FROM AN OAK TREE.
 LX7153'7.6 METERS (24.9 FT) WEST FROM THE EDGE OF A CIRCULAR DRIVE,
 LX7153'5.91 METERS (19.4 FT) WEST-NORTHWEST FROM AN OAK TREE AND
 LX7153'MARK IS LEVEL WITH STATION.
 LX7153'
 LX7153'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7153'STAMPED---PARK NO 2 1981---,
 LX7153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7153'FLUSH WITH GROUND.  IT IS LOCATED
 LX7153'11.25 METERS (36.9 FT) WEST-SOUTHWEST FROM A CIRCULAR TRAFFIC
 LX7153'ISLAND,
 LX7153'7.31 METERS (24.0 FT) SOUTHEAST FROM AN OAK TREE AND
 LX7153'3.23 METERS (10.6 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 LX7153'OF CIRCULAR DRIVE WEST.
 LX7153'MARK IS LEVEL WITH STATION.
 LX7153'
 LX7153'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7153'STAMPED---PARK NO 3 1981---,
 LX7153'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7153'FLUSH WITH GROUND.  IT IS LOCATED
 LX7153'22.5 METERS (73.8 FT) WEST-NORTHWEST FROM A LIGHT POLE,
 LX7153'16.9 METERS (55.45 FT) EAST FROM AN OAK TREE AND
 LX7153'11.24 METERS (36.9 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 LX7153'PAVED ROAD
 LX7153'MARK IS LEVEL WITH STATION.
 LX7153'
 LX7153'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7153'AN ELECTRONIC TRAVERSE WAS MADE TO REFERENCE MARK 3 .
 LX7153
 LX7153                          STATION RECOVERY (2005)
 LX7153
 LX7153'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LX7153'STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ALL RECOVERED
 LX7153'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4763 ***********************************************************************
 LX4763  DESIGNATION -  PARK CHURCH
 LX4763  PID         -  LX4763
 LX4763  STATE/COUNTY-  CT/NEW LONDON
 LX4763  USGS QUAD   -  NORWICH (1983)
 LX4763
 LX4763                         *CURRENT SURVEY CONTROL
 LX4763  ___________________________________________________________________
 LX4763* NAD 83(1996)-  41 32 07.71674(N)    072 04 53.49075(W)     ADJUSTED  
 LX4763* NAVD 88     -                                                        
 LX4763  ___________________________________________________________________
 LX4763  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 LX4763  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX4763
 LX4763  HORZ ORDER  -  THIRD
 LX4763
 LX4763.The horizontal coordinates were established by classical geodetic methods
 LX4763.and adjusted by the National Geodetic Survey in August 1998..
 LX4763
 LX4763
 LX4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4763
 LX4763.The geoid height was determined by GEOID03.
 LX4763
 LX4763;                    North         East     Units Scale Factor Converg.
 LX4763;SPC CT       -   230,594.972   360,583.725   MT  0.99998314   +0 26 35.7
 LX4763;SPC CT       -   756,543.67  1,183,015.10   sFT  0.99998314   +0 26 35.7
 LX4763;UTM  18      - 4,602,316.302   743,463.895   MT  1.00032951   +1 56 10.1
 LX4763;UTM  19      - 4,602,789.037   242,932.618   MT  1.00041332   -2 02 39.9
 LX4763
 LX4763                          SUPERSEDED SURVEY CONTROL
 LX4763
 LX4763  NAD 83(1992)-  41 32 07.71579(N)    072 04 53.49011(W) AD(       ) 4
 LX4763  NAD 83(1986)-  41 32 07.71659(N)    072 04 53.49223(W) AD(       ) 4
 LX4763  NAD 27      -  41 32 07.36000(N)    072 04 55.21000(W) AD(       ) 3
 LX4763
 LX4763.Superseded values are not recommended for survey control.
 LX4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4763.See file dsdata.txt to determine how the superseded data were derived.
 LX4763
 LX4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4346402316(NAD 83)
 LX4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4763+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 LX4763
 LX4763  HISTORY     - Date     Condition        Report By
 LX4763  HISTORY     - UNK      MONUMENTED
 LX4763  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX4763  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4763  HISTORY     - 1985     GOOD             USPSQD
 LX4763  HISTORY     - 20030621 GOOD             USPSQD
 LX4763
 LX4763                          STATION DESCRIPTION
 LX4763
 LX4763'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4763'THE PARK CONGREGATIONAL CHURCH IS ON THE E SIDE OF BROADWAY
 LX4763'ACROSS FROM CHELSEA PARADE SQUARE IN THE NORTHERN PART OF
 LX4763'THE TOWN OF NORWICH.  THE ENTIRE BUILDING AND SPIRE IS MADE
 LX4763'OF ROUGH FINISHED BROWNSTONE.  THE CHURCH HAS WINGED SIDES
 LX4763'GIVING IT THE SHAPE OF A CROSS.  THE ROOF IS SLATE WITH VERY
 LX4763'STEEP GABLES.  THE BASE OF THE SPIRE IS SQUARE WITH A CLOCK FACE
 LX4763'IN EACH SIDE ABOUT LEVEL WITH THE RIDGE POLE OF THE ROOF.  THE
 LX4763'UPPER PART OF THE SPIRE IS OCTAGONAL WITH A GOLD BALL AT THE
 LX4763'APEX.  THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT
 LX4763'125 FEET ABOVE GROUND.
 LX4763
 LX4763                          STATION RECOVERY (1961)
 LX4763
 LX4763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4763'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.C.M. IN
 LX4763'1934.
 LX4763
 LX4763                          STATION RECOVERY (1985)
 LX4763
 LX4763'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX4763'PARK CHURCH FOUND GOOD - AS DESCRIBED BY GCM IN 1934.
 LX4763
 LX4763                          STATION RECOVERY (2003)
 LX4763
 LX4763'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX4763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7154 ***********************************************************************
 LX7154  DESIGNATION -  PARK RM 3 AZIMUTH
 LX7154  PID         -  LX7154
 LX7154  STATE/COUNTY-  CT/HARTFORD
 LX7154  USGS QUAD   -  NEW BRITAIN (1992)
 LX7154
 LX7154                         *CURRENT SURVEY CONTROL
 LX7154  ___________________________________________________________________
 LX7154* NAD 83(1996)-  41 39 41.49111(N)    072 47 32.70673(W)     ADJUSTED  
 LX7154* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 LX7154  ___________________________________________________________________
 LX7154  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 LX7154  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX7154
 LX7154  HORZ ORDER  -  SECOND
 LX7154
 LX7154.The horizontal coordinates were established by classical geodetic methods
 LX7154.and adjusted by the National Geodetic Survey in August 1998..
 LX7154.No horizontal observational check was made to the station.
 LX7154
 LX7154.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7154
 LX7154.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7154
 LX7154.The geoid height was determined by GEOID03.
 LX7154
 LX7154;                    North         East     Units Scale Factor Converg.
 LX7154;SPC CT       -   244,379.478   301,267.690   MT  0.99998562   -0 01 41.3
 LX7154;SPC CT       -   801,768.34    988,409.08   sFT  0.99998562   -0 01 41.3
 LX7154;UTM  18      - 4,614,551.186   683,797.680   MT  1.00001573   +1 28 04.3
 LX7154
 LX7154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7154!SPC CT       -   0.99999434  x   0.99998562  =   0.99997996
 LX7154!UTM  18      -   0.99999434  x   1.00001573  =   1.00001007
 LX7154
 LX7154                          SUPERSEDED SURVEY CONTROL
 LX7154
 LX7154  NAD 83(1996)-  41 39 41.49054(N)    072 47 32.70679(W) AD(       ) 2
 LX7154  NAD 83(1992)-  41 39 41.49060(N)    072 47 32.70687(W) AD(       ) 2
 LX7154  NAD 83(1992)-  41 39 41.49243(N)    072 47 32.70862(W) AD(       ) 2
 LX7154  NAD 83(1986)-  41 39 41.49253(N)    072 47 32.70868(W) AD(       ) 2
 LX7154  NAD 27      -  41 39 41.13265(N)    072 47 34.36127(W) AD(       ) 2
 LX7154  NGVD 29 (07/19/86)   65.6    (m)          215.     (f) VERT ANG       
 LX7154
 LX7154.Superseded values are not recommended for survey control.
 LX7154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7154.See file dsdata.txt to determine how the superseded data were derived.
 LX7154
 LX7154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8379814551(NAD 83)
 LX7154_MARKER: DR = REFERENCE MARK DISK
 LX7154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7154+STABILITY: SURFACE MOTION
 LX7154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7154+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 LX7154
 LX7154  HISTORY     - Date     Condition        Report By
 LX7154  HISTORY     - 1981     MONUMENTED       NGS
 LX7154  HISTORY     - 20050512 GOOD             GEOCAC
 LX7154
 LX7154                          STATION DESCRIPTION
 LX7154
 LX7154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7154'THE STATION IS LOCATED IN WALNUT PARK, WEST.
 LX7154'OWNERSHIP--CITY OF NEW BRITAIN CT.
 LX7154'
 LX7154'TO REACH THE STATION FROM THE JUNCTION OF SOUTH HIGH STREET AND
 LX7154'WEST MAIN STREET AT THE OLD POST OFFICE IN NEW BRITAIN.  GO WEST
 LX7154'ON WEST MAIN STREET FOR 0.2 KM (0.1 MI) TO A FORK. TAKE LEFT FORK
 LX7154'UPHILL FOR 0.4 KM (0.25 MI) TO A FORK. TURN RIGHT FOR 0.1 KM
 LX7154'(0.05 MI) TO A 3-WAY FORK, KEEP LEFT FOR  0.2 KM (0.15 MI)
 LX7154'TO A 2-WAY FORK, KEEP RIGHT FORK FOR 0.2 KM (0.1 MI) TO THE
 LX7154'STATION ON THE RIGHT.
 LX7154'
 LX7154'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7154'STAMPED---PARK NO 3 1981---,
 LX7154'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7154'FLUSH WITH GROUND.  IT IS LOCATED
 LX7154'22.5 METERS (73.8 FT) WEST-NORTHWEST FROM A LIGHT POLE,
 LX7154'16.9 METERS (55.45 FT) EAST FROM A 45 CENTIMETER IN DIAMETER OAK
 LX7154'TREE AND
 LX7154'11.24 METERS (36.9 FT) NORTH FROM THE APPROXIMATE CENTER OF A
 LX7154'PAVED ROAD.
 LX7154'
 LX7154'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.4 METERS.
 LX7154
 LX7154                          STATION RECOVERY (2005)
 LX7154
 LX7154'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LX7154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5949 ***********************************************************************
 LX5949  DESIGNATION -  PARKER
 LX5949  PID         -  LX5949
 LX5949  STATE/COUNTY-  CT/MIDDLESEX
 LX5949  USGS QUAD   -  DEEP RIVER (1971)
 LX5949
 LX5949                         *CURRENT SURVEY CONTROL
 LX5949  ___________________________________________________________________
 LX5949* NAD 83(1996)-  41 23 42.85717(N)    072 25 44.40807(W)     ADJUSTED  
 LX5949* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 LX5949  ___________________________________________________________________
 LX5949  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LX5949  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX5949
 LX5949  HORZ ORDER  -  THIRD
 LX5949
 LX5949.The horizontal coordinates were established by classical geodetic methods
 LX5949.and adjusted by the National Geodetic Survey in August 1998..
 LX5949
 LX5949.The orthometric height was scaled from a topographic map.
 LX5949
 LX5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5949
 LX5949.The geoid height was determined by GEOID03.
 LX5949
 LX5949;                    North         East     Units Scale Factor Converg.
 LX5949;SPC CT       -   214,853.986   331,645.405   MT  0.99998604   +0 12 46.2
 LX5949;SPC CT       -   704,900.12  1,088,073.30   sFT  0.99998604   +0 12 46.2
 LX5949;UTM  18      - 4,585,823.688   714,937.236   MT  1.00016858   +1 42 02.6
 LX5949
 LX5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5949!SPC CT       -   0.99999788  x   0.99998604  =   0.99998392
 LX5949!UTM  18      -   0.99999788  x   1.00016858  =   1.00016646
 LX5949
 LX5949:                Primary Azimuth Mark                     Grid Az
 LX5949:SPC CT       -  WHALEBONE CREEK REAR RANGE LT            004 12 10.6
 LX5949:UTM  18      -  WHALEBONE CREEK REAR RANGE LT            002 42 54.2
 LX5949
 LX5949|---------------------------------------------------------------------|
 LX5949| PID    Reference Object                     Distance      Geod. Az  |
 LX5949|                                                           dddmmss.s |
 LX5949| LX5954 WHALEBONE CREEK REAR RANGE LT       APPROX. 2.5 KM 0042456.8 |
 LX5949| LX5944 WHALEBONE CREEK FRONT RANGE LT      APPROX. 2.4 KM 0050849.6 |
 LX5949| LX5987 TERRYS BARN GABLE                   APPROX. 4.6 KM 0141836.8 |
 LX5949| LX5969 HADLYME CHURCH BELFRY               APPROX. 4.5 KM 0255933.5 |
 LX5949| CZ7728 PARKER RM 2                          30.600 METERS 06255     |
 LX5949| LX6067 BROCKWAY REACH LIGHT                APPROX. 4.1 KM 1041914.8 |
 LX5949| LX5985 DEVILS WHARF LIGHT                  APPROX. 1.2 KM 1262716.5 |
 LX5949| LX5977 GRAHAMS CHIMNEY                     APPROX. 1.8 KM 1292606.7 |
 LX5949| CZ7727 PARKER RM 1                          28.000 METERS 16353     |
 LX5949| LX5967 DEEP RIVER SCHOOL CUPOLA            APPROX. 1.1 KM 2000616.5 |
 LX5949| LX6024 STORYS BARN CUPOLA                  APPROX. 2.2 KM 3061129.0 |
 LX5949| LX5992 SPICERS CHIMNEY                     APPROX. 1.5 KM 3181007.9 |
 LX5949| LX6000 MAPLE SHADE BARN VENT               APPROX. 3.0 KM 3360522.8 |
 LX5949| LX6011 ELMWOOD FARM BARN GABLE             APPROX. 3.3 KM 3371603.2 |
 LX5949| LX5978 SENFS CHIMNEY                       APPROX. 1.5 KM 3590535.9 |
 LX5949|---------------------------------------------------------------------|
 LX5949
 LX5949                          SUPERSEDED SURVEY CONTROL
 LX5949
 LX5949  NAD 83(1992)-  41 23 42.85630(N)    072 25 44.40779(W) AD(       ) 3
 LX5949  NAD 83(1986)-  41 23 42.85816(N)    072 25 44.41081(W) AD(       ) 3
 LX5949  NAD 27      -  41 23 42.49800(N)    072 25 46.11800(W) AD(       ) 3
 LX5949
 LX5949.Superseded values are not recommended for survey control.
 LX5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5949.See file dsdata.txt to determine how the superseded data were derived.
 LX5949
 LX5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1493785824(NAD 83)
 LX5949
 LX5949  HISTORY     - Date     Condition        Report By
 LX5949  HISTORY     - 1934     MONUMENTED       CGS
 LX5949  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5949  HISTORY     - 19970210 GOOD             USPSQD
 LX5949  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX5949
 LX5949                          STATION DESCRIPTION
 LX5949
 LX5949'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5949'THIS STATION IS LOCATED ON THE PROPERTY OF THE ESTATE OF
 LX5949'MABEL PARKER, NEAR THE RAILROAD STATION AND DOCK IN DEEP RIVER.
 LX5949'
 LX5949'TO REACH STATION--TURN OFF KIRTLAND STREET BETWEEN STONE GATE
 LX5949'POSTS, ON THE PRIVATE DRIVE LEADING TO ST. JOHNS SCHOOL.  GO
 LX5949'ABOUT 50 METERS TO A POINT JUST BEYOND A STONE, 2-CAR GARAGE.  THE
 LX5949'LEDGE COMES DOWN TO THE ROADSIDE AT THIS POINT.  THE TRAIL LEADS
 LX5949'UP THE ROCKS FORMING THE STEEP FACE OF THE HILL.  THE STATION
 LX5949'IS ON A LARGE BARE OUTCROP AT THE EASTERLY EDGE OF THE SHOULDER
 LX5949'AT THE TOP OF THE SHEER FACE.  THE ASCENT TO THE WESTWARD IS
 LX5949'MUCH MORE GRADUAL FROM THIS POINT.  THE STATION IS 3 METERS
 LX5949'FROM SOUTHERLY LIMIT OF LEDGE AND 7.5 METERS FROM
 LX5949'NORTHEASTERLY EDGE.  THE HIGHEST PART OF THE LEDGE ON THE
 LX5949'EASTERLY SHOULDER BEARS S 55 DEG W (MAGNETIC) AND IS 14.5
 LX5949'METERS DISTANT FROM STATION.  THE HIGH SPOT IS MARKED BY A
 LX5949'SINGLE LOOSE FRAGMENT RESTING ON THE LEDGE.  REFERENCE MARK
 LX5949'NO. 1 BEARS S 05 DEG E (MAGNETIC) IT IS IN THE EASTERLY
 LX5949'AND LOWEST EDGE OF SEPARATE OUTCROP ABOUT 3 METERS BELOW
 LX5949'STATION IN ELEVATION.  REFERENCE MARK NO. 2 IS IN A SMALL
 LX5949'OUTCROP BESIDE INBOUND TRAIL, BEARING N 75 DEG E (MAGNETIC).
 LX5949
 LX5949                          STATION RECOVERY (1948)
 LX5949
 LX5949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5949'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX5949
 LX5949                          STATION RECOVERY (1997)
 LX5949
 LX5949'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5949'RECOVERED IN GOOD CONDITION.
 LX5949
 LX5949                          STATION RECOVERY (1998)
 LX5949
 LX5949'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6872 ***********************************************************************
 LX6872  DESIGNATION -  PARKERS GABLE
 LX6872  PID         -  LX6872
 LX6872  STATE/COUNTY-  CT/MIDDLESEX
 LX6872  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6872
 LX6872                         *CURRENT SURVEY CONTROL
 LX6872  ___________________________________________________________________
 LX6872* NAD 83(1996)-  41 30 41.60434(N)    072 33 06.53767(W)     ADJUSTED  
 LX6872* NAVD 88     -                                                        
 LX6872  ___________________________________________________________________
 LX6872  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX6872  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6872
 LX6872  HORZ ORDER  -  THIRD
 LX6872
 LX6872.The horizontal coordinates were established by classical geodetic methods
 LX6872.and adjusted by the National Geodetic Survey in August 1998..
 LX6872
 LX6872
 LX6872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6872
 LX6872.The geoid height was determined by GEOID03.
 LX6872
 LX6872;                    North         East     Units Scale Factor Converg.
 LX6872;SPC CT       -   227,741.556   321,344.978   MT  0.99998321   +0 07 53.1
 LX6872;SPC CT       -   747,182.09  1,054,279.32   sFT  0.99998321   +0 07 53.1
 LX6872;UTM  18      - 4,598,441.069   704,303.554   MT  1.00011369   +1 37 23.3
 LX6872
 LX6872                          SUPERSEDED SURVEY CONTROL
 LX6872
 LX6872  NAD 83(1992)-  41 30 41.60361(N)    072 33 06.53757(W) AD(       ) 4
 LX6872  NAD 83(1986)-  41 30 41.60524(N)    072 33 06.53979(W) AD(       ) 4
 LX6872  NAD 27      -  41 30 41.24000(N)    072 33 08.22000(W) AD(       ) 3
 LX6872
 LX6872.Superseded values are not recommended for survey control.
 LX6872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6872.See file dsdata.txt to determine how the superseded data were derived.
 LX6872
 LX6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0430498441(NAD 83)
 LX6872
 LX6872  HISTORY     - Date     Condition        Report By
 LX6872  HISTORY     - 1934     MONUMENTED       CGS
 LX6872  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6872
 LX6872                          STATION DESCRIPTION
 LX6872
 LX6872'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6872'THIS STATION IS ON A SMALL ONE-STORY SUMMER RESIDENCE BELONGING TO
 LX6872'M. PARKER.  PARKERS PROPERTY IS BORDERED ON THE S BY CLARKHURST
 LX6872'GOLF LINKS.  THE GABLE ENDS OF THE HOUSE FACE NW AND SE.  THERE
 LX6872'IS A WIDE PORCH ALONG THE ENTIRE SW SIDE.  THE HOUSE IS PAINTED
 LX6872'WHITE WITH GREENISH COMPOSITION ROOF.
 LX6872'
 LX6872'CENTER IS THE APEX OF SE GABLE.
 LX6872
 LX6872                          STATION RECOVERY (1948)
 LX6872
 LX6872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6872'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6085 ***********************************************************************
 LX6085  DESIGNATION -  PARNASSUS
 LX6085  PID         -  LX6085
 LX6085  STATE/COUNTY-  CT/MIDDLESEX
 LX6085  USGS QUAD   -  DEEP RIVER (1971)
 LX6085
 LX6085                         *CURRENT SURVEY CONTROL
 LX6085  ___________________________________________________________________
 LX6085* NAD 83(1996)-  41 28 13.13380(N)    072 24 24.26212(W)     ADJUSTED  
 LX6085* NAVD 88     -       183.1    (meters)     601.     (feet)  VERTCON   
 LX6085  ___________________________________________________________________
 LX6085  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX6085  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX6085
 LX6085  HORZ ORDER  -  FIRST
 LX6085
 LX6085.The horizontal coordinates were established by classical geodetic methods
 LX6085.and adjusted by the National Geodetic Survey in August 1998..
 LX6085
 LX6085.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6085
 LX6085.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6085
 LX6085.The geoid height was determined by GEOID03.
 LX6085
 LX6085;                    North         East     Units Scale Factor Converg.
 LX6085;SPC CT       -   223,199.154   333,474.091   MT  0.99998375   +0 13 39.4
 LX6085;SPC CT       -   732,279.22  1,094,072.91   sFT  0.99998375   +0 13 39.4
 LX6085;UTM  18      - 4,594,215.139   716,548.739   MT  1.00017713   +1 43 04.8
 LX6085
 LX6085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6085!SPC CT       -   0.99997599  x   0.99998375  =   0.99995974
 LX6085!UTM  18      -   0.99997599  x   1.00017713  =   1.00015311
 LX6085
 LX6085|---------------------------------------------------------------------|
 LX6085| PID    Reference Object                     Distance      Geod. Az  |
 LX6085|                                                           dddmmss.s |
 LX6085| CZ7729 PARNASSUS RM 1                       17.551 METERS 06212     |
 LX6085| LX6043 RATTLESNAKE                         APPROX. 7.9 KM 2235855.8 |
 LX6085| CZ7730 PARNASSUS RM 2                       22.063 METERS 32337     |
 LX6085|---------------------------------------------------------------------|
 LX6085
 LX6085                          SUPERSEDED SURVEY CONTROL
 LX6085
 LX6085  NAD 83(1992)-  41 28 13.13301(N)    072 24 24.26183(W) AD(       ) 1
 LX6085  NAD 83(1986)-  41 28 13.13470(N)    072 24 24.26445(W) AD(       ) 1
 LX6085  NAD 27      -  41 28 12.77822(N)    072 24 25.95921(W) AD(       ) 1
 LX6085  NGVD 29 (07/19/86)  183.4    (m)          602.     (f) VERT ANG       
 LX6085
 LX6085.Superseded values are not recommended for survey control.
 LX6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6085.See file dsdata.txt to determine how the superseded data were derived.
 LX6085
 LX6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1654994215(NAD 83)
 LX6085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6085+STABILITY: SURFACE MOTION
 LX6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX6085+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX6085
 LX6085  HISTORY     - Date     Condition        Report By
 LX6085  HISTORY     - 1976     MONUMENTED       NGS
 LX6085  HISTORY     - 19970612 GOOD             USPSQD
 LX6085  HISTORY     - 19971002 GOOD             USPSQD
 LX6085  HISTORY     - 20040101 GOOD             USPSQD
 LX6085
 LX6085                          STATION DESCRIPTION
 LX6085
 LX6085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6085'THE STATION IS ABOUT 3-1/2 MILES NORTH OF HADLYME, 2-1/2 MILES
 LX6085'SOUTHWEST OF MILLINGTON, 2-1/2 MILES SOUTHEAST OF LITTLE
 LX6085'HADDAM AND ON PROPERTY OWNED BY THE STATE OF CONNECTICUT.
 LX6085'
 LX6085'TO REACH THE STATION FROM THE POST OFFICE IN HADLYME, GO
 LX6085'NORTHWEST ON STATE HIGHWAY 82 FOR 3.3 MILES TO THE JUNCTION OF
 LX6085'STATE HIGHWAY 434.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 434
 LX6085'FOR 1.85 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX6085'
 LX6085'THE STATION MARKS ARE STANDARD DISKS STAMPED---PARNASSUS 1976
 LX6085'---.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 LX6085'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LX6085'SURFACE AND THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 LX6085'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE
 LX6085'GROUND SURFACE.  THEY ARE 115 FEET SOUTH OF THE CENTER LINE OF
 LX6085'STATE HIGHWAY 434, 68.0 FEET WEST OF A TWIN TRUNKED WHITE BIRCH
 LX6085'TREE, 32 FEET NORTH OF A ROCK FENCE AND 22.4 FEET NORTHEAST OF
 LX6085'A METAL WITNESS POST.
 LX6085'
 LX6085'REFERENCE MARK 1, STAMPED---PARNASSUS NO 1 1976---, IS A
 LX6085'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 FOOT
 LX6085'SQUARE BLOCK OF CONCRETE WHICH PROJECTS ABOUT 2 FEET ABOVE THE
 LX6085'GROUND SURFACE AND WAS ONCE THE FOUNDATION FOR ONE OF THE LEGS
 LX6085'OF A LOOKOUT TOWER.  IT IS 93 FEET SOUTH OF THE CENTER LINE OF
 LX6085'STATE HIGHWAY 434, 11 FEET WEST OF THE TWIN TRUNK TREE AND 4.8
 LX6085'FEET NORTHWEST OF A METAL WITNESS POST.
 LX6085'
 LX6085'REFERENCE MARK 2, STAMPED---PARNASSUS NO 2 1976---, IS A
 LX6085'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX6085'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 49 FEET
 LX6085'SOUTH OF THE CENTER LINE OF STATE HIGHWAY 434, 20 FEET WEST OF
 LX6085'THE CENTER OF A DIRT DRIVEWAY AND 2.0 FEET SOUTH OF A METAL
 LX6085'WITNESS POST.
 LX6085'
 LX6085'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6085'
 LX6085'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 LX6085'
 LX6085'DESCRIBED BY NOLAN B JOHNSON.
 LX6085
 LX6085                          STATION RECOVERY (1997)
 LX6085
 LX6085'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6085'RECOVERED IN GOOD CONDITION.
 LX6085
 LX6085                          STATION RECOVERY (1997)
 LX6085
 LX6085'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6085'RECOVERED IN GOOD CONDITION.
 LX6085
 LX6085                          STATION RECOVERY (2004)
 LX6085
 LX6085'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6085'STA, RM1, RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4735 ***********************************************************************
 LX4735  DESIGNATION -  PARRISH
 LX4735  PID         -  LX4735
 LX4735  STATE/COUNTY-  CT/WINDHAM
 LX4735  USGS QUAD   -  SCOTLAND (1983)
 LX4735
 LX4735                         *CURRENT SURVEY CONTROL
 LX4735  ___________________________________________________________________
 LX4735* NAD 83(1996)-  41 44 37.56726(N)    072 06 33.63363(W)     ADJUSTED  
 LX4735* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 LX4735  ___________________________________________________________________
 LX4735  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 LX4735  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX4735
 LX4735  HORZ ORDER  -  FIRST
 LX4735
 LX4735.The horizontal coordinates were established by classical geodetic methods
 LX4735.and adjusted by the National Geodetic Survey in August 1998..
 LX4735
 LX4735.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4735
 LX4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4735
 LX4735.The geoid height was determined by GEOID03.
 LX4735
 LX4735;                    North         East     Units Scale Factor Converg.
 LX4735;SPC CT       -   253,710.614   358,090.933   MT  0.99998985   +0 25 29.3
 LX4735;SPC CT       -   832,382.24  1,174,836.67   sFT  0.99998985   +0 25 29.3
 LX4735;UTM  18      - 4,625,366.656   740,367.098   MT  1.00031103   +1 55 31.9
 LX4735
 LX4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4735!SPC CT       -   0.99997410  x   0.99998985  =   0.99996395
 LX4735!UTM  18      -   0.99997410  x   1.00031103  =   1.00028512
 LX4735
 LX4735|---------------------------------------------------------------------|
 LX4735| PID    Reference Object                     Distance      Geod. Az  |
 LX4735|                                                           dddmmss.s |
 LX4735| CZ7733 PARRISH RM 3 AZIMUTH                118.506 METERS 00821     |
 LX4735| LX4674 GARNER                              APPROX. 6.2 KM 0231100.3 |
 LX4735| CZ7731 PARRISH RM 1                         31.388 METERS 04307     |
 LX4735| CZ7732 PARRISH RM 2                         31.614 METERS 24942     |
 LX4735|---------------------------------------------------------------------|
 LX4735
 LX4735                          SUPERSEDED SURVEY CONTROL
 LX4735
 LX4735  NAD 83(1996)-  41 44 37.56657(N)    072 06 33.63342(W) AD(       ) 1
 LX4735  NAD 83(1992)-  41 44 37.56657(N)    072 06 33.63335(W) AD(       ) 1
 LX4735  NAD 83(1992)-  41 44 37.56713(N)    072 06 33.63408(W) AD(       ) 1
 LX4735  NAD 83(1986)-  41 44 37.56751(N)    072 06 33.63384(W) AD(       ) 1
 LX4735  NAD 27      -  41 44 37.21365(N)    072 06 35.35641(W) AD(       ) 1
 LX4735  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 LX4735
 LX4735.Superseded values are not recommended for survey control.
 LX4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4735.See file dsdata.txt to determine how the superseded data were derived.
 LX4735
 LX4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4036725367(NAD 83)
 LX4735_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4735_SETTING: 66 = SET IN ROCK OUTCROP
 LX4735_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4735+STABILITY: POSITION/ELEVATION WELL
 LX4735
 LX4735  HISTORY     - Date     Condition        Report By
 LX4735  HISTORY     - 1975     MONUMENTED       NGS
 LX4735
 LX4735                          STATION DESCRIPTION
 LX4735
 LX4735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4735'STATION IS ABOUT 4 MILES NORTHEAST OF WINDHAM, 3 MILES
 LX4735'NORTH-NORTHWEST OF SCOTLAND, 2-1/4 MILES SOUTH-SOUTHWEST OF CLARKS
 LX4735'CORNER, AT THE JUNCTION OF PARRISH HILL ROAD AND ZIEGLER ROAD
 LX4735'AND ON PROPERTY OWNED BY THE TOWN OF SCOTLAND.
 LX4735'
 LX4735'TO REACH THE STATION FROM THE POST OFFICE IN WINDHAM, GO EAST
 LX4735'ON STATE HIGHWAY 14 FOR 0.65 MILE TO THE JUNCTION OF BACK ROAD
 LX4735'ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON BACK ROAD FOR 2.3
 LX4735'MILES TO THE JUNCTION OF PARRISH HILL ROAD ON THE RIGHT.  TURN
 LX4735'RIGHT AND GO NORTHEAST ON PARRISH HILL ROAD FOR 1.25 MILES TO
 LX4735'THE JUNCTION OF ZIEGLER ROAD AND THE STATION ON THE RIGHT AS
 LX4735'DESCRIBED.
 LX4735'
 LX4735'STATION MARK, STAMPED PARRISH 1974, IS A STANDARD DISK
 LX4735'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 LX4735'WITH THE GROUND SURFACE.  IT IS 88 FEET SOUTH OF CENTER OF THE
 LX4735'JUNCTION OF PARRISH HILL AND ZIEGLER ROADS, 42 FEET SOUTHEAST
 LX4735'OF CENTER OF PARRISH HILL ROAD, 36 FEET SOUTHWEST OF CENTER OF
 LX4735'ZIEGLER ROAD AND 20 FEET NORTH OF A METAL WITNESS POST.
 LX4735'
 LX4735'REFERENCE MARK 1, STAMPED PARRISH NO 1 1974, IS A STANDARD
 LX4735'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 LX4735'14 INCHES ABOVE THE GROUND SURFACE.  IT IS 82.5 FEET SOUTHEAST
 LX4735'OF CENTER OF THE JUNCTION OF THE TWO ROADS, 63 FEET NORTHEAST OF
 LX4735'CENTER OF ZIEGLER ROAD, 18 FEET SOUTHWEST OF ROCK FENCE AND 3
 LX4735'FEET SOUTH OF A METAL WITNESS POST.
 LX4735'
 LX4735'REFERENCE MARK 2, STAMPED PARRISH NO 2 1974, IS A STANDARD
 LX4735'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 LX4735'FLUSH WITH THE GROUND SURFACE.  IT IS 152 FEET SOUTHWEST OF
 LX4735'CENTER OF THE JUNCTION OF THE TWO ROADS, 37.5 FEET NORTH OF
 LX4735'POWER POLE NUMBER 605, 16 FEET SOUTHEAST OF A ROCK FENCE AND
 LX4735'13.5 FEET NORTHWEST OF CENTER OF PARRISH HILL ROAD.
 LX4735'
 LX4735'REFERENCE MARK 3, STAMPED PARRISH NO 3 1974, IS A STANDARD
 LX4735'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LX4735'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 303
 LX4735'FEET NORTH OF CENTER OF THE JUNCTION OF THE TWO ROADS, 89 FEET
 LX4735'SOUTHWEST OF POWER POLE NUMBER 608, 46 FEET NORTH OF THE WEST
 LX4735'END OF A ROCK AND CONCRETE CULVERT, 13 FEET NORTHWEST OF CENTER
 LX4735'OF PARRISH HILL ROAD AND 4.5 FEET SOUTH OF A METAL WITNESS
 LX4735'POST.
 LX4735'
 LX4735'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3302 ***********************************************************************
 LW3302  DESIGNATION -  PAWCATUCK 1935
 LW3302  PID         -  LW3302
 LW3302  STATE/COUNTY-  CT/NEW LONDON
 LW3302  USGS QUAD   -  WATCH HILL (1984)
 LW3302
 LW3302                         *CURRENT SURVEY CONTROL
 LW3302  ___________________________________________________________________
 LW3302* NAD 83(1996)-  41 22 14.57287(N)    071 50 38.42361(W)     ADJUSTED  
 LW3302* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 LW3302  ___________________________________________________________________
 LW3302  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 LW3302  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW3302
 LW3302  HORZ ORDER  -  THIRD
 LW3302
 LW3302.The horizontal coordinates were established by classical geodetic methods
 LW3302.and adjusted by the National Geodetic Survey in August 1998..
 LW3302
 LW3302.The orthometric height was scaled from a topographic map.
 LW3302
 LW3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3302
 LW3302.The geoid height was determined by GEOID03.
 LW3302
 LW3302;                    North         East     Units Scale Factor Converg.
 LW3302;SPC CT       -   212,477.904   380,595.484   MT  0.99998716   +0 36 02.6
 LW3302;SPC CT       -   697,104.59  1,248,670.35   sFT  0.99998716   +0 36 02.6
 LW3302;UTM  19      - 4,583,814.532   262,147.341   MT  1.00029629   -1 52 50.0
 LW3302
 LW3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3302!SPC CT       -   0.99999794  x   0.99998716  =   0.99998510
 LW3302!UTM  19      -   0.99999794  x   1.00029629  =   1.00029423
 LW3302
 LW3302:                Primary Azimuth Mark                     Grid Az
 LW3302:SPC CT       -  WESTERLY GRAY STANDPIPE                  079 29 12.8
 LW3302:UTM  19      -  WESTERLY GRAY STANDPIPE                  081 58 05.4
 LW3302
 LW3302|---------------------------------------------------------------------|
 LW3302| PID    Reference Object                     Distance      Geod. Az  |
 LW3302|                                                           dddmmss.s |
 LW3302| LW3288 WESTERLY GRAY STANDPIPE             APPROX. 2.1 KM 0800515.4 |
 LW3302| LW3324 PAWCATUCK AMERICAN THREAD TANK      APPROX. 1.0 KM 1554753.5 |
 LW3302| LW3301 PAWKATUCK 2                          80.787 METERS 20940     |
 LW3302|---------------------------------------------------------------------|
 LW3302
 LW3302                          SUPERSEDED SURVEY CONTROL
 LW3302
 LW3302  NAD 83(1992)-  41 22 14.57157(N)    071 50 38.42282(W) AD(       ) 3
 LW3302  NAD 83(1986)-  41 22 14.57092(N)    071 50 38.42452(W) AD(       ) 3
 LW3302  NAD 27      -  41 22 14.19000(N)    071 50 40.12800(W) AD(       ) 3
 LW3302
 LW3302.Superseded values are not recommended for survey control.
 LW3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3302.See file dsdata.txt to determine how the superseded data were derived.
 LW3302
 LW3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6214783815(NAD 83)
 LW3302
 LW3302  HISTORY     - Date     Condition        Report By
 LW3302  HISTORY     - 1935     MONUMENTED       CGS
 LW3302  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3302
 LW3302                          STATION DESCRIPTION
 LW3302
 LW3302'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW3302'POSITION DETERMINED BY TRAVERSE FROM STATION PAWKATUCK 2 CTGS.
 LW3302'NO CHECK POSITION.
 LW3302
 LW3302                          STATION RECOVERY (1990)
 LW3302
 LW3302'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3323 ***********************************************************************
 LW3323  DESIGNATION -  PAWCATUCK AMERICAN THREAD STK
 LW3323  PID         -  LW3323
 LW3323  STATE/COUNTY-  CT/NEW LONDON
 LW3323  USGS QUAD   -  WATCH HILL (1984)
 LW3323
 LW3323                         *CURRENT SURVEY CONTROL
 LW3323  ___________________________________________________________________
 LW3323* NAD 83(1996)-  41 21 44.80537(N)    071 50 23.13850(W)     ADJUSTED  
 LW3323* NAVD 88     -                                                        
 LW3323  ___________________________________________________________________
 LW3323  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LW3323  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3323
 LW3323  HORZ ORDER  -  THIRD
 LW3323
 LW3323.The horizontal coordinates were established by classical geodetic methods
 LW3323.and adjusted by the National Geodetic Survey in August 1998..
 LW3323
 LW3323
 LW3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3323
 LW3323.The geoid height was determined by GEOID03.
 LW3323
 LW3323;                    North         East     Units Scale Factor Converg.
 LW3323;SPC CT       -   211,563.364   380,960.351   MT  0.99998758   +0 36 12.8
 LW3323;SPC CT       -   694,104.14  1,249,867.42   sFT  0.99998758   +0 36 12.8
 LW3323;SPC RI       -    31,053.255    71,571.493   MT  1.00000369   -0 13 28.3
 LW3323;SPC RI       -   101,880.55    234,814.14   sFT  1.00000369   -0 13 28.3
 LW3323;UTM  19      - 4,582,884.768   262,472.375   MT  1.00029439   -1 52 38.8
 LW3323
 LW3323                          SUPERSEDED SURVEY CONTROL
 LW3323
 LW3323  NAD 83(1992)-  41 21 44.80406(N)    071 50 23.13771(W) AD(       ) 4
 LW3323  NAD 83(1986)-  41 21 44.80312(N)    071 50 23.13960(W) AD(       ) 4
 LW3323  NAD 27      -  41 21 44.45427(N)    071 50 24.90097(W) AD(       ) 3
 LW3323
 LW3323.Superseded values are not recommended for survey control.
 LW3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3323.See file dsdata.txt to determine how the superseded data were derived.
 LW3323
 LW3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6247282885(NAD 83)
 LW3323_MARKER: 63 = STACK
 LW3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3323+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 LW3323
 LW3323  HISTORY     - Date     Condition        Report By
 LW3323  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3323  HISTORY     - 1948     GOOD             CGS
 LW3323  HISTORY     - 1954     GOOD             CGS
 LW3323  HISTORY     - 1988     GOOD             USPSQD
 LW3323  HISTORY     - 19900627 GOOD             USPSQD
 LW3323  HISTORY     - 20040903 GOOD             USPSQD
 LW3323
 LW3323                          STATION DESCRIPTION
 LW3323
 LW3323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3323'THE AMERICAN THREAD COMPANY IS ON THE W SIDE OF MECHANICS STREET,
 LW3323'S OF THE VILLAGE OF PAWCATUCK AND ACROSS THE STREET FROM THE
 LW3323'W BANK OF THE PAWCATUCK RIVER.  THE STACK IS ON THE E SIDE OF THE
 LW3323'MAIN BUILDING AND NEAR THE CENTER.  IT IS A ROUND BRICK STRUCTURE
 LW3323'WITH A BELL-SHAPED TOP.
 LW3323'
 LW3323'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 175
 LW3323'FEET.
 LW3323
 LW3323                          STATION RECOVERY (1948)
 LW3323
 LW3323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3323'THIS STACK HAS HAD APPROXIMATELY 10 FEET OF TOP REMOVED, BUT
 LW3323'THE HORIZONTAL POSITION IS THE SAME.  THIS COMPANY NOW BELONGS
 LW3323'TO THE DELITE FABRICS COMPANY.
 LW3323
 LW3323                          STATION RECOVERY (1954)
 LW3323
 LW3323'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3323'STATION RECOVERED AS DESCRIBED.  A PORTION OF THE TOP OF THE
 LW3323'STACK HAS BEEN REMOVED AS REPORTED IN THE RECOVERY NOTES OF
 LW3323'R.J.S. IN 1948.  THE PROPERTY IS NOW OWNED BY THE ROYAL ELECTRIC
 LW3323'COMPANY.
 LW3323
 LW3323                          STATION RECOVERY (1988)
 LW3323
 LW3323'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3323'RECOVERED IN GOOD CONDITION.
 LW3323
 LW3323                          STATION RECOVERY (1990)
 LW3323
 LW3323'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3323'RECOVERED IN GOOD CONDITION.
 LW3323
 LW3323                          STATION RECOVERY (2004)
 LW3323
 LW3323'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3301 ***********************************************************************
 LW3301  DESIGNATION -  PAWKATUCK 2
 LW3301  PID         -  LW3301
 LW3301  STATE/COUNTY-  CT/NEW LONDON
 LW3301  USGS QUAD   -  WATCH HILL (1984)
 LW3301
 LW3301                         *CURRENT SURVEY CONTROL
 LW3301  ___________________________________________________________________
 LW3301* NAD 83(1996)-  41 22 12.29734(N)    071 50 40.14397(W)     ADJUSTED  
 LW3301* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 LW3301  ___________________________________________________________________
 LW3301  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 LW3301  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW3301
 LW3301  HORZ ORDER  -  THIRD
 LW3301
 LW3301.The horizontal coordinates were established by classical geodetic methods
 LW3301.and adjusted by the National Geodetic Survey in August 1998..
 LW3301
 LW3301.The orthometric height was scaled from a topographic map.
 LW3301
 LW3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3301
 LW3301.The geoid height was determined by GEOID03.
 LW3301
 LW3301;                    North         East     Units Scale Factor Converg.
 LW3301;SPC CT       -   212,407.289   380,556.242   MT  0.99998720   +0 36 01.5
 LW3301;SPC CT       -   696,872.91  1,248,541.60   sFT  0.99998720   +0 36 01.5
 LW3301;UTM  19      - 4,583,745.661   262,105.066   MT  1.00029654   -1 52 51.1
 LW3301
 LW3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3301!SPC CT       -   0.99999810  x   0.99998720  =   0.99998530
 LW3301!UTM  19      -   0.99999810  x   1.00029654  =   1.00029464
 LW3301
 LW3301|---------------------------------------------------------------------|
 LW3301| PID    Reference Object                     Distance      Geod. Az  |
 LW3301|                                                           dddmmss.s |
 LW3301| LW3302 PAWCATUCK 1935                       80.787 METERS 02940     |
 LW3301| LW3293 WESTERLY HOSPITAL STACK             APPROX. 1.8 KM 1183129.2 |
 LW3301| CB7987 PAWKATUCK 2 RM 1                     10.235 METERS 12859     |
 LW3301| LW3277 FORT HILL NEW TANK                  APPROX. 4.2 KM 1464337.2 |
 LW3301| CB7988 PAWKATUCK 2 RM 2                      9.312 METERS 22416     |
 LW3301| LW3386 MYSTIC ELEV TANK                    APPROX.11.2 KM 2633256.1 |
 LW3301|---------------------------------------------------------------------|
 LW3301
 LW3301                          SUPERSEDED SURVEY CONTROL
 LW3301
 LW3301  NAD 83(1992)-  41 22 12.29604(N)    071 50 40.14318(W) AD(       ) 3
 LW3301  NAD 83(1986)-  41 22 12.29538(N)    071 50 40.14491(W) AD(       ) 3
 LW3301  NAD 27      -  41 22 11.91500(N)    071 50 41.84900(W) AD(       ) 3
 LW3301
 LW3301.Superseded values are not recommended for survey control.
 LW3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3301.See file dsdata.txt to determine how the superseded data were derived.
 LW3301
 LW3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6210583746(NAD 83)
 LW3301_MARKER: DD = SURVEY DISK
 LW3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3301_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3301+STABILITY: SURFACE MOTION
 LW3301
 LW3301  HISTORY     - Date     Condition        Report By
 LW3301  HISTORY     - 1938     MONUMENTED       CTGS
 LW3301  HISTORY     - 1954     GOOD             CGS
 LW3301  HISTORY     - 1990     GOOD             USPSQD
 LW3301  HISTORY     - 19900823 MARK NOT FOUND   USPSQD
 LW3301
 LW3301                          STATION DESCRIPTION
 LW3301
 LW3301'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LW3301'STATION IS A STANDARD DISK, STAMPED PAWKATUCK 2 1938 (SPELLED
 LW3301'DIFFERENT FROM ORIGINAL STATION)* SET IN LARGE OUTCROP 260 FT. SW
 LW3301'OF THE NW CORNER OF NEW PAWCATUCK HIGH SCHOOL (NOT YET COMPLETED),
 LW3301'AND 240 FT. W-NW OF THE SW CORNER OF SAID HIGH SCHOOL.  IT IS
 LW3301'ABOUT 5 FT. ABOVE THE SCHOOLYARD GRADE, S OF A LARGE BULL BRIAR
 LW3301'PATCH, AND 53 FT. N OF AN E-W STONE FENCE.  THE STATION IS
 LW3301'265.05 FT. S-SW OF STATION PAWCATUCK 1935.* (PAWCATUCK 1935
 LW3301'SURFACE-STATION MARK HAD TO BE REMOVED TO ALLOW FOR SCHOOL
 LW3301'GRADING.)
 LW3301'
 LW3301'STATION MARK, NOTE 1A, IS SET ON A 4- BY 3-FT. PORTION OF A
 LW3301'LARGE OUTCROP.
 LW3301'
 LW3301'R.M. 1, NOTE 12A, IS A STANDARD DISK, STAMPED PAWKATUCK 1938
 LW3301'NO 1 AND SET IN AN OUTCROP, 3- BY 3-FT. AND 10 IN. HIGH, 33.58 FT.
 LW3301'SE OF THE STATION.
 LW3301'
 LW3301'R.M. 2, NOTE 12A, IS A STANDARD DISK, STAMPED PAWKATUCK 1938
 LW3301'NO 2 SET IN AN OUTCROP, 4- BY 3-FT. AND 12 IN. HIGH, 30.55 FT. SW
 LW3301'OF THE STATION.
 LW3301'
 LW3301'AZIMUTH MARK, FORT HILL NEW TANK, IS A LARGE BLACK TANK ABOUT
 LW3301'125 FT. HIGH AND IS 2 OR 3 MI. S-SE OF THE STATION.
 LW3301'
 LW3301'TO REACH FROM THE SOLDIERS MONUMENT ON ROUTE 1 (0.3 MI. W OF
 LW3301'PAWCATUCK CENTER), GO W ON ROUTE 1, ABOUT 0.3 MI. TO A TAR ROAD
 LW3301'LEFT (S) (MAYFLOWER AVENUE).  GO S ON THIS ROAD FOR 0.3 MI. UP
 LW3301'A HILL TO A NEW SCHOOL AND STATION.
 LW3301'
 LW3301'*NOTE--NO RECORD OF STATION PAWCATUCK 1935 FOUND IN THE OFFICE,
 LW3301'10 MARCH 1938.
 LW3301
 LW3301                          STATION RECOVERY (1954)
 LW3301
 LW3301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3301'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3301'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3301'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW3301'AND CORRECT WITH THE FOLLOWING EXCEPTION--
 LW3301'
 LW3301'REFERENCE MARKS 1 AND 2 ARE STAMPED PAWKATUCK 2 1938 NO 1 AND
 LW3301'PAWKATUCK 2 1938 NO 2 RESPECTIVELY.
 LW3301
 LW3301                          STATION RECOVERY (1990)
 LW3301
 LW3301'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3301'RECOVERED IN GOOD CONDITION.
 LW3301
 LW3301                          STATION RECOVERY (1990)
 LW3301
 LW3301'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6838 ***********************************************************************
 LX6838  DESIGNATION -  PAYNES BARN CUPOLA
 LX6838  PID         -  LX6838
 LX6838  STATE/COUNTY-  CT/MIDDLESEX
 LX6838  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6838
 LX6838                         *CURRENT SURVEY CONTROL
 LX6838  ___________________________________________________________________
 LX6838* NAD 83(1996)-  41 33 59.08265(N)    072 35 36.70554(W)     ADJUSTED  
 LX6838* NAVD 88     -                                                        
 LX6838  ___________________________________________________________________
 LX6838  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LX6838  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX6838
 LX6838  HORZ ORDER  -  THIRD
 LX6838
 LX6838.The horizontal coordinates were established by classical geodetic methods
 LX6838.and adjusted by the National Geodetic Survey in August 1998..
 LX6838
 LX6838
 LX6838.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6838
 LX6838.The geoid height was determined by GEOID03.
 LX6838
 LX6838;                    North         East     Units Scale Factor Converg.
 LX6838;SPC CT       -   233,826.741   317,851.731   MT  0.99998330   +0 06 13.5
 LX6838;SPC CT       -   767,146.57  1,042,818.55   sFT  0.99998330   +0 06 13.5
 LX6838;UTM  18      - 4,604,433.926   700,652.543   MT  1.00009549   +1 35 49.9
 LX6838
 LX6838                          SUPERSEDED SURVEY CONTROL
 LX6838
 LX6838  NAD 83(1992)-  41 33 59.08198(N)    072 35 36.70546(W) AD(       ) 4
 LX6838  NAD 83(1986)-  41 33 59.08379(N)    072 35 36.70748(W) AD(       ) 4
 LX6838  NAD 27      -  41 33 58.73000(N)    072 35 38.37000(W) AD(       ) 3
 LX6838
 LX6838.Superseded values are not recommended for survey control.
 LX6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6838.See file dsdata.txt to determine how the superseded data were derived.
 LX6838
 LX6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0065304434(NAD 83)
 LX6838
 LX6838  HISTORY     - Date     Condition        Report By
 LX6838  HISTORY     - 1935     MONUMENTED       CGS
 LX6838  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6838  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX6838
 LX6838                          STATION DESCRIPTION
 LX6838
 LX6838'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6838'THE HOME OF MRS. GEO. PAYNE IS 3.2 MILES SOUTHERLY ALONG ROUTE 14
 LX6838'FROM THE INTERSECTION OF ROUTES 14 AND 15 IN PORTLAND.  THE HOUSE
 LX6838'IS A 2 1/2-STORY BROWN-BRICK BUILDING ON THE W SIDE OF THE
 LX6838'HIGHWAY.
 LX6838'
 LX6838'THE BARN IS A SMALL WOODEN BUILDING WITH VERTICAL SIDING THAT
 LX6838'HAS BEEN PAINTED RED.
 LX6838'
 LX6838'THE CUPOLA IS SQUARE AND IS IN THE CENTER OF THE BUILDING.  IT
 LX6838'HAS A SQUARE PYRAMID ROOF WITH A WEATHER VANE AT THE APEX.
 LX6838'
 LX6838'THE STATION IS THE APEX OF THE CUPOLA.  HEIGHT ABOUT 40 FEET.
 LX6838
 LX6838                          STATION RECOVERY (1948)
 LX6838
 LX6838'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6838'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6838
 LX6838                          STATION RECOVERY (1997)
 LX6838
 LX6838'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6054 ***********************************************************************
 LX6054  DESIGNATION -  PECK
 LX6054  PID         -  LX6054
 LX6054  STATE/COUNTY-  CT/MIDDLESEX
 LX6054  USGS QUAD   -  DEEP RIVER (1971)
 LX6054
 LX6054                         *CURRENT SURVEY CONTROL
 LX6054  ___________________________________________________________________
 LX6054* NAD 83(1996)-  41 26 51.37099(N)    072 27 35.42652(W)     ADJUSTED  
 LX6054* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6054  ___________________________________________________________________
 LX6054  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LX6054  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6054
 LX6054  HORZ ORDER  -  THIRD
 LX6054
 LX6054.The horizontal coordinates were established by classical geodetic methods
 LX6054.and adjusted by the National Geodetic Survey in August 1998..
 LX6054
 LX6054.The orthometric height was scaled from a topographic map.
 LX6054
 LX6054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6054
 LX6054.The geoid height was determined by GEOID03.
 LX6054
 LX6054;                    North         East     Units Scale Factor Converg.
 LX6054;SPC CT       -   220,660.505   329,046.890   MT  0.99998426   +0 11 32.6
 LX6054;SPC CT       -   723,950.34  1,079,548.00   sFT  0.99998426   +0 11 32.6
 LX6054;UTM  18      - 4,591,561.746   712,188.255   MT  1.00015412   +1 40 55.4
 LX6054
 LX6054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6054!SPC CT       -   1.00000460  x   0.99998426  =   0.99998886
 LX6054!UTM  18      -   1.00000460  x   1.00015412  =   1.00015872
 LX6054
 LX6054:                Primary Azimuth Mark                     Grid Az
 LX6054:SPC CT       -  EDDY ROCK LIGHT                          175 48 37.4
 LX6054:UTM  18      -  EDDY ROCK LIGHT                          174 19 14.6
 LX6054
 LX6054|---------------------------------------------------------------------|
 LX6054| PID    Reference Object                     Distance      Geod. Az  |
 LX6054|                                                           dddmmss.s |
 LX6054| LX6061 EDDY ROCK LIGHT                     APPROX. 1.2 KM 1760010.0 |
 LX6054| LX6051 GARRIGUS                            357.019 METERS 27227     |
 LX6054| CZ7734 PECK RM 1                            14.600 METERS 34004     |
 LX6054|---------------------------------------------------------------------|
 LX6054
 LX6054                          SUPERSEDED SURVEY CONTROL
 LX6054
 LX6054  NAD 83(1992)-  41 26 51.37019(N)    072 27 35.42627(W) AD(       ) 3
 LX6054  NAD 83(1986)-  41 26 51.37200(N)    072 27 35.42900(W) AD(       ) 3
 LX6054  NAD 27      -  41 26 51.01200(N)    072 27 37.13400(W) AD(       ) 3
 LX6054
 LX6054.Superseded values are not recommended for survey control.
 LX6054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6054.See file dsdata.txt to determine how the superseded data were derived.
 LX6054
 LX6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1218891562(NAD 83)
 LX6054_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6054+STABILITY: SURFACE MOTION
 LX6054
 LX6054  HISTORY     - Date     Condition        Report By
 LX6054  HISTORY     - 1934     MONUMENTED       CGS
 LX6054  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6054  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6054  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6054  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LX6054
 LX6054                          STATION DESCRIPTION
 LX6054
 LX6054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6054'THIS STATION IS IN THE FIRST MEADOW S OF THE EAST HADDAM HIGHWAY
 LX6054'BRIDGE ON THE E BANK OF THE RIVER.  THE LAND IS THE PROPERTY OF
 LX6054'W.O. PECK.
 LX6054'
 LX6054'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6054'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6054'
 LX6054'A ROAD TURNS SOUTHERLY OFF THE MAIN HIGHWAY AT THE RIVERSIDE
 LX6054'HOTEL.  FOLLOW THIS ROAD DOWN THE MEADOW 0.3 MILE AND THEN
 LX6054'80 METERS WESTERLY TO THE RIVERS BANK.  THIS IS THE LOCATION OF
 LX6054'THE STATION.
 LX6054'
 LX6054'A ROW OF ELM TREES MARKS THE EDGE OF THE CULTIVATED LAND AT
 LX6054'THIS POINT.  THE STATION IS A LITTLE WESTERLY OF THE GENERAL
 LX6054'TREND OF THIS LINE OF TREES AND 5.8 METERS EASTERLY OF ORDINARY
 LX6054'HIGH WATER.  THE NEAREST TREE TO THE NORTHWARD IS 13.1 METERS
 LX6054'DISTANT AND TO THE SOUTHWARD 5.7 METERS.
 LX6054'
 LX6054'REFERENCE MARK NO. 1 IS ON THE LINE BETWEEN THE TWO NEXT TREES
 LX6054'TO THE NORTHWARD.  IT BEARS N 05 DEG W (MAGNETIC).
 LX6054'
 LX6054'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6054
 LX6054                          STATION RECOVERY (1948)
 LX6054
 LX6054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6054'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  BOTH
 LX6054'ARE SUBJECTED TO COVERAGE BY SILT AND DEBRIS AND MUST BE DUG
 LX6054'FOR.  REFERENCE MARK 1 IS BETWEEN TWO TREES WHICH ARE APPROXIMATELY
 LX6054'10 FEET APART, N AND S.
 LX6054
 LX6054                          STATION RECOVERY (1971)
 LX6054
 LX6054'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6054'PECK 1934 STATION AND RMS WERE NOT FOUND.  IT IS LOCATED IN
 LX6054'CENTER OF PRIVATE AIRPORT, AND AN ONE HOUR SEARCH WAS MADE FOR
 LX6054'THE STATION WITH NO RESULTS.
 LX6054
 LX6054                          STATION RECOVERY (1984)
 LX6054
 LX6054'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6054'STATION SITE IS IN THE MIDDLE OF THE GOODSPEED AIRPORT.  A
 LX6054'PROLONGED SEARCH WAS NOT FELT ADVISABLE.
 LX6054
 LX6054                          STATION RECOVERY (1997)
 LX6054
 LX6054'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6513 ***********************************************************************
 LX6513  DESIGNATION -  PECK
 LX6513  PID         -  LX6513
 LX6513  STATE/COUNTY-  CT/NEW HAVEN
 LX6513  USGS QUAD   -  NEW HAVEN (1984)
 LX6513
 LX6513                         *CURRENT SURVEY CONTROL
 LX6513  ___________________________________________________________________
 LX6513* NAD 83(1996)-  41 15 32.46239(N)    072 56 25.48538(W)     ADJUSTED  
 LX6513* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX6513  ___________________________________________________________________
 LX6513  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 LX6513  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6513
 LX6513  HORZ ORDER  -  SECOND
 LX6513
 LX6513.The horizontal coordinates were established by classical geodetic methods
 LX6513.and adjusted by the National Geodetic Survey in August 1998..
 LX6513
 LX6513.The orthometric height was scaled from a topographic map.
 LX6513
 LX6513.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6513
 LX6513.The geoid height was determined by GEOID03.
 LX6513
 LX6513;                    North         East     Units Scale Factor Converg.
 LX6513;SPC CT       -   199,693.149   288,843.190   MT  0.99999457   -0 07 34.5
 LX6513;SPC CT       -   655,159.94    947,646.37   sFT  0.99999457   -0 07 34.5
 LX6513;SPC NY L     -   121,842.376   388,798.311   MT  1.00002033   +0 41 35.0
 LX6513;SPC NY L     -   399,744.53  1,275,582.46   sFT  1.00002033   +0 41 35.0
 LX6513;UTM  18      - 4,569,556.629   672,539.496   MT  0.99996639   +1 21 30.8
 LX6513
 LX6513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6513!SPC CT       -   1.00000411  x   0.99999457  =   0.99999868
 LX6513!SPC NY L     -   1.00000411  x   1.00002033  =   1.00002444
 LX6513!UTM  18      -   1.00000411  x   0.99996639  =   0.99997050
 LX6513
 LX6513:                Primary Azimuth Mark                     Grid Az
 LX6513:SPC CT       -  SANDY POINT BREAKWATER LT                079 08 25.5
 LX6513:SPC NY L     -  SANDY POINT BREAKWATER LT                078 19 16.0
 LX6513:UTM  18      -  SANDY POINT BREAKWATER LT                077 39 20.2
 LX6513
 LX6513|---------------------------------------------------------------------|
 LX6513| PID    Reference Object                     Distance      Geod. Az  |
 LX6513|                                                           dddmmss.s |
 LX6513| LX6509 SANDY POINT BREAKWATER LT           APPROX. 1.9 KM 0790051.0 |
 LX6513|---------------------------------------------------------------------|
 LX6513
 LX6513                          SUPERSEDED SURVEY CONTROL
 LX6513
 LX6513  NAD 83(1992)-  41 15 32.46143(N)    072 56 25.48516(W) AD(       ) 2
 LX6513  NAD 83(1986)-  41 15 32.46313(N)    072 56 25.49094(W) AD(       ) 2
 LX6513  NAD 27      -  41 15 32.11700(N)    072 56 27.13200(W) AD(       ) 2
 LX6513
 LX6513.Superseded values are not recommended for survey control.
 LX6513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6513.See file dsdata.txt to determine how the superseded data were derived.
 LX6513
 LX6513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7253969557(NAD 83)
 LX6513
 LX6513  HISTORY     - Date     Condition        Report By
 LX6513  HISTORY     - 1934     MONUMENTED       CGS
 LX6513  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6513
 LX6513                          STATION DESCRIPTION
 LX6513
 LX6513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6513'THIS STATION IS AT THE NW CORNER OF THE INTERSECTION OF PECK AVENUE
 LX6513'AND BEACH STREET.  IT IS 1.32 METERS W OF THE W CURB OF PECK
 LX6513'AVENUE AND 1.84 METERS N OF THE S EDGE OF THE BEACH STREET
 LX6513'SIDEWALK.
 LX6513'
 LX6513'A STANDARD HYDROGRAPHIC MARK WAS SET IN CONCRETE AT THE
 LX6513'INTERSECTION OF THE SIDEWALKS AS SHOWN IN THE SKETCH.
 LX6513'
 LX6513'STATION DETERMINED BY 3-POINT FIX WITH CHECK.
 LX6513
 LX6513                          STATION RECOVERY (1962)
 LX6513
 LX6513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6513'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LX6513'TO BE IN GOOD CONDITION.
 LX6513'
 LX6513'THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2018 ***********************************************************************
 MZ2018  DESIGNATION -  PECK
 MZ2018  PID         -  MZ2018
 MZ2018  STATE/COUNTY-  CT/LITCHFIELD
 MZ2018  USGS QUAD   -  TOLLAND CENTER (1969)
 MZ2018
 MZ2018                         *CURRENT SURVEY CONTROL
 MZ2018  ___________________________________________________________________
 MZ2018* NAD 83(1996)-  42 01 09.79374(N)    073 01 01.97729(W)     ADJUSTED  
 MZ2018* NAVD 88     -       426.9    (meters)    1401.     (feet)  VERTCON   
 MZ2018  ___________________________________________________________________
 MZ2018  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 MZ2018  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 MZ2018
 MZ2018  HORZ ORDER  -  FIRST
 MZ2018
 MZ2018.The horizontal coordinates were established by classical geodetic methods
 MZ2018.and adjusted by the National Geodetic Survey in August 1998..
 MZ2018
 MZ2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2018
 MZ2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2018
 MZ2018.The geoid height was determined by GEOID03.
 MZ2018
 MZ2018;                    North         East     Units Scale Factor Converg.
 MZ2018;SPC CT       -   284,160.577   282,667.903   MT  1.00001904   -0 10 37.8
 MZ2018;SPC CT       -   932,283.49    927,386.28   sFT  1.00001904   -0 10 37.8
 MZ2018;SPC MA M     -   864,340.190    74,346.124   MT  0.99996953   -1 01 09.0
 MZ2018;SPC MA M     - 2,835,756.11    243,917.24   sFT  0.99996953   -1 01 09.0
 MZ2018;UTM  18      - 4,653,830.558   664,163.073   MT  0.99993162   +1 19 39.1
 MZ2018
 MZ2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2018!SPC CT       -   0.99993756  x   1.00001904  =   0.99995660
 MZ2018!SPC MA M     -   0.99993756  x   0.99996953  =   0.99990710
 MZ2018!UTM  18      -   0.99993756  x   0.99993162  =   0.99986919
 MZ2018
 MZ2018|---------------------------------------------------------------------|
 MZ2018| PID    Reference Object                     Distance      Geod. Az  |
 MZ2018|                                                           dddmmss.s |
 MZ2018| MZ2017 PECK TP                              30.478 METERS 08926     |
 MZ2018| DA3853 PECK RM 3                            10.692 METERS 10025     |
 MZ2018| DA3851 PECK RM 1                            13.627 METERS 24534     |
 MZ2018| MZ2028 DOOLITTLE                           APPROX.12.6 KM 2751341.8 |
 MZ2018| DA3850 PECK AZ MK                                         3043537.9 |
 MZ2018| DA3852 PECK RM 2                             4.542 METERS 33359     |
 MZ2018|---------------------------------------------------------------------|
 MZ2018
 MZ2018                          SUPERSEDED SURVEY CONTROL
 MZ2018
 MZ2018  NAD 83(1996)-  42 01 09.79372(N)    073 01 01.97731(W) AD(       ) 1
 MZ2018  NAD 83(1992)-  42 01 09.79477(N)    073 01 01.97803(W) AD(       ) 1
 MZ2018  NAD 83(1992)-  42 01 09.79490(N)    073 01 01.97823(W) AD(       ) 1
 MZ2018  NAD 83(1986)-  42 01 09.79435(N)    073 01 01.97911(W) AD(       ) 1
 MZ2018  NAD 27      -  42 01 09.45400(N)    073 01 03.59600(W) AD(       ) 1
 MZ2018  NGVD 29 (07/19/86)  427.1    (m)         1401.     (f) VERT ANG       
 MZ2018
 MZ2018.Superseded values are not recommended for survey control.
 MZ2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2018.See file dsdata.txt to determine how the superseded data were derived.
 MZ2018
 MZ2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6416353831(NAD 83)
 MZ2018
 MZ2018  HISTORY     - Date     Condition        Report By
 MZ2018  HISTORY     - 1939     MONUMENTED       MADPW
 MZ2018  HISTORY     - 1980     GOOD             NGS
 MZ2018
 MZ2018                          STATION DESCRIPTION
 MZ2018
 MZ2018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 MZ2018'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE
 MZ2018'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 MZ2018'DISTANCES AND DIRECTIONS TO THE MARKS COMPARED FAVORABLY WITH
 MZ2018'THE 1939 OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 MZ2018'
 MZ2018'THE STATION IS LOCATED ABOUT 11.2 KM (7 MI) NORTH-NORTHEAST OF
 MZ2018'WINSTED, 3.6 KM (2-1/4 MI) NORTHWEST OF HARTLAND,
 MZ2018'2.0 KM (1-1/4 MI) SOUTH OF THE MASSACHUSETTS AND
 MZ2018'CONNECTICUT STATE LINES, 0.2 KM (1/10 MI) WEST OF THE HARTFORD
 MZ2018'COUNTY LINE, AND IN THE TUNXIS WILDLIFE MANAGEMENT AREA.
 MZ2018'OWNERSHIP--STATE OF CONNECTICUT-REGION 1, DEPARTMENT OF
 MZ2018'ENVIRONMENTAL PROTECTION, MR ANTHONY CANTELE, PO BOX 161,
 MZ2018'PLEASANT VALLEY, CT 06063, PHONE 203-379-0771.
 MZ2018'
 MZ2018'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 MZ2018'181 IN HARTLAND, GO WEST ON STATE HIGHWAY 20 FOR
 MZ2018'1.8 KM (1.1 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT GOING
 MZ2018'NORTHWEST FOR 2.2 KM (1.35 MI) TO A PAVED ROAD LEFT.  TURN
 MZ2018'LEFT CROSSING A BRIDGE AND GO FOR 1.8 KM (1.1 MI) TO A FORK.
 MZ2018'KEEP LEFT FOR 0.3 KM (0.2 MI) TO THE END OF PAVEMENT AND A
 MZ2018'POLE GATE.  PASS THROUGH POLE GATE AND CONTINUE NORTH ON
 MZ2018'THE DIRT ROAD FOR 0.3 KM (0.2 MI) TO A FORK.  KEEP LEFT, WESTERLY,
 MZ2018'FOR 0.8 KM (0.5 MI) TO A WOODS ROAD LEFT, JUST BEFORE
 MZ2018'REACHING A POLE GATE.  TURN LEFT AND GO SOUTHERLY FOR
 MZ2018'0.6 KM (0.4 MI) TO A FORK.  KEEP LEFT FORK STRAIGHT
 MZ2018'AHEAD FOR 0.4 KM (0.25 MI) TO A TRIANGULAR BLAZED TREE ON
 MZ2018'LEFT AND A BREAK IN A ROCK WALL ON RIGHT.  TURN RIGHT GOING
 MZ2018'WESTERLY FOR 0.2 KM (0.1 MI) TO THE STATION WHERE THE ROAD ENDS.
 MZ2018'
 MZ2018'THE STATION IS A STANDARD MAGS DISK
 MZ2018'STAMPED---PECK 1939 CONN---,
 MZ2018'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ2018'4.6 METERS (15.1 FT) NORTH FROM A METAL WITNESS POST WITH SIGN AND
 MZ2018'2.9 METERS (9.5 FT) WEST FROM THE END OF TRUCK TRAVEL.
 MZ2018'
 MZ2018'REFERENCE MARK NUMBER 1 IS A STANDARD MAGS DISK
 MZ2018'STAMPED---PECK 1939 RM 1 CONN---,
 MZ2018'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ2018'16.4 METERS (53.8 FT) WEST FROM THE END OF TRUCK TRAVEL AND
 MZ2018'13.7 METERS (44.9 FT) WEST FROM A METAL WITNESS POST WITH SIGN.
 MZ2018'MARK IS LEVEL WITH STATION.
 MZ2018'
 MZ2018'REFERENCE MARK NUMBER 2 IS A STANDARD MAGS DISK
 MZ2018'STAMPED---PECK 1939 RM 2 CONN---,
 MZ2018'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ2018'9.0 METERS (29.5 FT) NORTH FROM A METAL WITNESS POST WITH SIGN AND
 MZ2018'6.8 METERS (22.3 FT) NORTHWEST FROM THE END OF TRUCK TRAVEL.
 MZ2018'MARK IS LEVEL WITH STATION.
 MZ2018'
 MZ2018'REFERENCE MARK NUMBER 3 IS A STANDARD MAGS DISK
 MZ2018'STAMPED---PECK 1939 RM 3 CONN---,
 MZ2018'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.6 METER
 MZ2018'LARGEST DIMENSION.  IT IS LOCATED
 MZ2018'9.4 METERS (30.8 FT) EAST FROM A METAL WITNESS POST WITH SIGN AND
 MZ2018'0.2 METER (0.7 FT) WEST FROM A TWIN TRUNKED TREE.
 MZ2018'MARK IS ABOVE STATION 0.5 METER.
 MZ2018'
 MZ2018'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.9 METERS.
 MZ2018'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 MZ2018'
 MZ2018'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3646 ***********************************************************************
 LX3646  DESIGNATION -  PECK HILL
 LX3646  PID         -  LX3646
 LX3646  STATE/COUNTY-  CT/NEW HAVEN
 LX3646  USGS QUAD   -  ANSONIA (1984)
 LX3646
 LX3646                         *CURRENT SURVEY CONTROL
 LX3646  ___________________________________________________________________
 LX3646* NAD 83(1996)-  41 22 20.53269(N)    073 02 38.48777(W)     ADJUSTED  
 LX3646* NAVD 88     -       165.     (meters)     541.     (feet)  SCALED    
 LX3646  ___________________________________________________________________
 LX3646  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 LX3646  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX3646
 LX3646  HORZ ORDER  -  FIRST
 LX3646
 LX3646.The horizontal coordinates were established by classical geodetic methods
 LX3646.and adjusted by the National Geodetic Survey in August 1998..
 LX3646
 LX3646.The orthometric height was scaled from a topographic map.
 LX3646
 LX3646.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3646
 LX3646.The geoid height was determined by GEOID03.
 LX3646
 LX3646;                    North         East     Units Scale Factor Converg.
 LX3646;SPC CT       -   212,306.266   280,202.927   MT  0.99998708   -0 11 41.8
 LX3646;SPC CT       -   696,541.47    919,299.10   sFT  0.99998708   -0 11 41.8
 LX3646;UTM  18      - 4,581,940.838   663,575.332   MT  0.99992930   +1 17 35.1
 LX3646
 LX3646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3646!SPC CT       -   0.99997874  x   0.99998708  =   0.99996582
 LX3646!UTM  18      -   0.99997874  x   0.99992930  =   0.99990804
 LX3646
 LX3646|---------------------------------------------------------------------|
 LX3646| PID    Reference Object                     Distance      Geod. Az  |
 LX3646|                                                           dddmmss.s |
 LX3646| CB4106 PECK HILL RM 1                       23.252 METERS 01842     |
 LX3646| LX3634 RUSSELL                             APPROX. 3.8 KM 0643701.5 |
 LX3646| CB4107 PECK HILL RM 2                       25.825 METERS 13256     |
 LX3646| CB3813 3015 AZIMUTH                                       1680550.5 |
 LX3646|---------------------------------------------------------------------|
 LX3646
 LX3646                          SUPERSEDED SURVEY CONTROL
 LX3646
 LX3646  NAD 83(1992)-  41 22 20.53181(N)    073 02 38.48769(W) AD(       ) 1
 LX3646  NAD 83(1986)-  41 22 20.53254(N)    073 02 38.49232(W) AD(       ) 1
 LX3646  NAD 83(1986)-  41 22 20.53048(N)    073 02 38.49412(W) AD(       ) 2
 LX3646  NAD 27      -  41 22 20.18100(N)    073 02 40.10800(W) AD(       ) 2
 LX3646
 LX3646.Superseded values are not recommended for survey control.
 LX3646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3646.See file dsdata.txt to determine how the superseded data were derived.
 LX3646
 LX3646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6357581941(NAD 83)
 LX3646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3646_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3646+STABILITY: SURFACE MOTION
 LX3646
 LX3646  HISTORY     - Date     Condition        Report By
 LX3646  HISTORY     - 1941     MONUMENTED       CTGS
 LX3646  HISTORY     - 1982     GOOD             NGS
 LX3646  HISTORY     - 1988     GOOD             USPSQD
 LX3646
 LX3646                          STATION DESCRIPTION
 LX3646
 LX3646'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LX3646'STATION IS ABOUT 2 MILES (BY AIR LINE) SE OF THE CENTER OF
 LX3646'SEYMOUR, AND ABOUT 0.2 MILE E OF THE WOODBRIDGE-SEYMOUR TOWN LINE.
 LX3646'
 LX3646'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE,
 LX3646'AS DESCRIBED IN NOTES 1A AND 7A.
 LX3646'
 LX3646'STATION IS POURED CONCRETE MONUMENT WITH SUB-SURFACE STATION MARK.
 LX3646'
 LX3646'REFERENCE MARK NO. 1--IS A BRONZE TRIANGULATION REFERENCE MARK,
 LX3646'STAMPED PECK HILL R.M. NO. 1, SET IN A DRILL HOLE IN LEDGE ROCK.
 LX3646'
 LX3646'REFERENCE MARK NO. 2--IS A BRONZE TRIANGULATION REFERENCE MARK,
 LX3646'STAMPED PECK HILL R.M. NO. 2, SET IN A DRILL HOLE IN OUTCROPPING
 LX3646'BOULDER.
 LX3646'
 LX3646'TO REACH FROM THE INTERSECTION OF ROUTES 63 AND 67 (WOODBRIDGE)
 LX3646'GO W ON ROUTE 67, 2.0 MILES TO OILED ROAD LEFT (S).  TURN LEFT
 LX3646'ON THIS OILED ROAD AND PROCEED S 1.4 MILES TO WOODS ROAD RIGHT
 LX3646'(W).  TURN RIGHT ONTO WOODS ROAD AND PROCEED W 0.4 MILE TO TOP
 LX3646'OF GRADE AND STATION AT POINT WHERE ROAD TURNS N.
 LX3646'
 LX3646'A 64-FOOT STEEL TOWER IS NEEDED TO CLEAR THE TREES.
 LX3646'
 LX3646'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LX3646
 LX3646                          STATION RECOVERY (1982)
 LX3646
 LX3646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3646'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3646'IN GOOD CONDITION.  THE DISTANCES TO BOTH REFERENCE
 LX3646'MARKS COMPARED WITH THE 1941 DATA WHILE A SMALLER
 LX3646'DIRECTION OF 6 MINUTES BETWEEN THE MARKS WAS NOTED AND
 LX3646'VERIFIED.  A NEW DESCRIPTION FOLLOWS.
 LX3646'
 LX3646'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF
 LX3646'BETHANY, 4.5 KM (2.8 MI) NORTH OF STATE HIGHWAY 243,
 LX3646'3.6 KM (2.25 MI) EAST OF STATE HIGHWAY 8 AND 2.4
 LX3646'KM (1.5 MI) SOUTH OF STATE HIGHWAY 67.
 LX3646'OWNERSHIP--ANSONIA-DERBY WATER COMPANY, 230 BEAVER
 LX3646'STREET, ANSONIA CT O6401.
 LX3646'
 LX3646'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX3646'8 AND 67 IN SEYMOUR, GO EAST ON HIGHWAY 67 FOR 3.5
 LX3646'KM (2.2 MI) TO A CROSSROAD (PECK HILL ROAD).  TURN
 LX3646'RIGHT AND GO SOUTH ON PECK HILL ROAD FOR 1.9 KM
 LX3646'(1.2 MI) TO A PAVED STREET RIGHT (OLD QUARRY ROAD).
 LX3646'CONTINUE SOUTH ON HIGHWAY 67 FOR 0.2 KM (0.1 MI) TO A
 LX3646'PAVED DRIVEWAY ON THE RIGHT AT HOUSE NUMBER 120, TURN RIGHT
 LX3646'ON THE PAVED DRIVE AND GO 5 METERS (16.4 FT) TO A WOODS
 LX3646'ROAD RIGHT, BEAR RIGHT ON THE WOODS ROAD AND GO
 LX3646'0.6 KM (0.4 MI) TO THE STATION IN THE ROAD AND ON
 LX3646'A SMALL RIDGE.
 LX3646'
 LX3646'THE STATION IS A STANDARD NGS DISK
 LX3646'STAMPED---PECK HILL 1941---,
 LX3646'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3646'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 LX3646'11.28 METERS (37.0 FT) SOUTHEAST FROM A TRIPLE TRUNKED
 LX3646'COTTONWOOD TREE,
 LX3646'3.66 METERS (12.0 FT) EAST-NORTHEAST FROM A ROCK WALL,
 LX3646'1.52 METERS (5.0 FT) WEST-SOUTHWEST FROM A WITNESS POST, AND
 LX3646'IN THE CENTER OF A TRACK ROAD.
 LX3646'THE UNDERGROUND MARK IS A STANDARD NGS AND CGS DISK
 LX3646'STAMPED---PECK HILL 1941---,
 LX3646'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3646'
 LX3646'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3646'STAMPED---RM NO 1 1941 PECK HILL---,
 LX3646'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3646'23.26 METERS (76.3 FT) NORTH-NORTHEAST FROM THE APPROXIMATE
 LX3646'CENTER OF THE ROAD,
 LX3646'5.39 METERS (17.7 FT) SOUTH-SOUTHWEST FROM A TRIPLE
 LX3646'TRUNKED TREE AND
 LX3646'0.55 METERS (1.8 FT) EAST FROM A WITNESS POST.
 LX3646'MARK IS LEVEL WITH STATION.
 LX3646'
 LX3646'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3646'STAMPED---RM NO 2 1941 PECK HILL---,
 LX3646'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3646'6.0 METERS (19.7 FT) SOUTH-SOUTHWEST FROM A TWIN TRUNKED MAPLE
 LX3646'TREE,
 LX3646'1.52 METERS (5.0 FT) EAST-NORTHEAST FROM THE CENTER OF
 LX3646'THE TRACK ROAD AND
 LX3646'0.3 METERS (1.0 FT) WEST FROM A WITNESS POST
 LX3646'MARK IS LEVEL WITH STATION.
 LX3646'
 LX3646'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
 LX3646'NO SUITABLE LOCATION FOR AN AZIMUTH OR A LONG REFERENCE MARK WAS
 LX3646'FOUND.
 LX3646'
 LX3646'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
 LX3646
 LX3646                          STATION RECOVERY (1988)
 LX3646
 LX3646'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX3646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6001 ***********************************************************************
 LX6001  DESIGNATION -  PECKS BARN GABLE
 LX6001  PID         -  LX6001
 LX6001  STATE/COUNTY-  CT/MIDDLESEX
 LX6001  USGS QUAD   -  DEEP RIVER (1971)
 LX6001
 LX6001                         *CURRENT SURVEY CONTROL
 LX6001  ___________________________________________________________________
 LX6001* NAD 83(1996)-  41 28 26.02610(N)    072 26 38.10132(W)     ADJUSTED  
 LX6001* NAVD 88     -                                                        
 LX6001  ___________________________________________________________________
 LX6001  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LX6001  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6001
 LX6001  HORZ ORDER  -  THIRD
 LX6001
 LX6001.The horizontal coordinates were established by classical geodetic methods
 LX6001.and adjusted by the National Geodetic Survey in August 1998..
 LX6001
 LX6001
 LX6001.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6001
 LX6001.The geoid height was determined by GEOID03.
 LX6001
 LX6001;                    North         East     Units Scale Factor Converg.
 LX6001;SPC CT       -   223,585.215   330,367.154   MT  0.99998368   +0 12 10.6
 LX6001;SPC CT       -   733,545.83  1,083,879.57   sFT  0.99998368   +0 12 10.6
 LX6001;UTM  18      - 4,594,520.312   713,432.234   MT  1.00016063   +1 41 36.5
 LX6001
 LX6001                          SUPERSEDED SURVEY CONTROL
 LX6001
 LX6001  NAD 83(1992)-  41 28 26.02532(N)    072 26 38.10108(W) AD(       ) 4
 LX6001  NAD 83(1986)-  41 28 26.02700(N)    072 26 38.10362(W) AD(       ) 4
 LX6001  NAD 27      -  41 28 25.66600(N)    072 26 39.80600(W) AD(       ) 3
 LX6001
 LX6001.Superseded values are not recommended for survey control.
 LX6001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6001.See file dsdata.txt to determine how the superseded data were derived.
 LX6001
 LX6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1343294520(NAD 83)
 LX6001
 LX6001  HISTORY     - Date     Condition        Report By
 LX6001  HISTORY     - 1934     MONUMENTED       CGS
 LX6001  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6001  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LX6001
 LX6001                          STATION DESCRIPTION
 LX6001
 LX6001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6001'THE BARN IS ON A FARM OWNED BY W.O. PECK.  IT IS ABOUT 0.5 MILE
 LX6001'S OF THE EAST HADDAM CHURCH.
 LX6001'
 LX6001'THE BARN IS IN A DELAPIDATED CONDITION, THE ROOF BEING
 LX6001'ESPECIALLY BAD.  THERE IS A HOUSE ON THE PLACE BUT IT IS
 LX6001'QUITE A DISTANCE WESTERLY, LEAVING THE BARN STANDING ALONE IN
 LX6001'THE FIELD.
 LX6001'
 LX6001'THE BARN MEASURES ABOUT 40 BY 27 FEET.  THE GABLES FACE E AND W.
 LX6001'
 LX6001'CENTER IS THE APEX OF THE W GABLE.  IT IS ABOUT 58 METERS E
 LX6001'OF THE CENTER LINE OF THE ROAD INDENTIFIED AS ROUTE 151.
 LX6001
 LX6001                          STATION RECOVERY (1984)
 LX6001
 LX6001'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6001'STATION NOT RECOVERED.  AREA NOW OCCUPIED BY A NUMBER OF RELATIVELY
 LX6001'NEW HOMES.
 LX6001
 LX6001                          STATION RECOVERY (1997)
 LX6001
 LX6001'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3777 ***********************************************************************
 LX3777  DESIGNATION -  PECKS LEDGE LIGHTHOUSE
 LX3777  PID         -  LX3777
 LX3777  STATE/COUNTY-  CT/FAIRFIELD
 LX3777  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3777
 LX3777                         *CURRENT SURVEY CONTROL
 LX3777  ___________________________________________________________________
 LX3777* NAD 83(1996)-  41 04 38.39302(N)    073 22 11.28858(W)     ADJUSTED  
 LX3777* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3777  ___________________________________________________________________
 LX3777  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LX3777  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX3777
 LX3777  HORZ ORDER  -  THIRD
 LX3777
 LX3777.The horizontal coordinates were established by classical geodetic methods
 LX3777.and adjusted by the National Geodetic Survey in August 1998..
 LX3777
 LX3777.The orthometric height was scaled from a topographic map.
 LX3777
 LX3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3777
 LX3777.The geoid height was determined by GEOID03.
 LX3777
 LX3777;                    North         East     Units Scale Factor Converg.
 LX3777;SPC CT       -   179,684.768   252,714.101   MT  1.00001466   -0 24 39.5
 LX3777;SPC CT       -   589,515.78    829,112.85   sFT  1.00001466   -0 24 39.5
 LX3777;UTM  18      - 4,548,621.936   636,944.308   MT  0.99983081   +1 04 16.8
 LX3777
 LX3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3777!SPC CT       -   1.00000478  x   1.00001466  =   1.00001944
 LX3777!UTM  18      -   1.00000478  x   0.99983081  =   0.99983559
 LX3777
 LX3777:                Primary Azimuth Mark                     Grid Az
 LX3777:SPC CT       -  COPPS ISLAND 2                           216 57 39.4
 LX3777:UTM  18      -  COPPS ISLAND 2                           215 28 43.1
 LX3777
 LX3777|---------------------------------------------------------------------|
 LX3777| PID    Reference Object                     Distance      Geod. Az  |
 LX3777|                                                           dddmmss.s |
 LX3777| LX3794 COPPS ISLAND 2                      APPROX. 2.5 KM 2163259.9 |
 LX3777| LX3785 GRASSY HAMMOCK BEACON               APPROX. 1.2 KM 2662021.0 |
 LX3777| LX3796 S NORWALK HUNGARIAN CATH CH         APPROX. 5.2 KM 2892057.1 |
 LX3777| LX3803 WEST NORWALK TANK                   APPROX. 8.9 KM 3032426.8 |
 LX3777| LX3799 E NORWALK HODSHENS BERG TANK        APPROX. 4.1 KM 3125410.3 |
 LX3777| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 1.7 KM 3221723.5 |
 LX3777|---------------------------------------------------------------------|
 LX3777
 LX3777                          SUPERSEDED SURVEY CONTROL
 LX3777
 LX3777  NAD 83(1992)-  41 04 38.39270(N)    073 22 11.28699(W) AD(       ) 3
 LX3777  NAD 83(1986)-  41 04 38.39376(N)    073 22 11.28969(W) AD(       ) 3
 LX3777  NAD 27      -  41 04 38.04700(N)    073 22 12.86400(W) AD(       ) 3
 LX3777
 LX3777.Superseded values are not recommended for survey control.
 LX3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3777.See file dsdata.txt to determine how the superseded data were derived.
 LX3777
 LX3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3694448622(NAD 83)
 LX3777
 LX3777  HISTORY     - Date     Condition        Report By
 LX3777  HISTORY     - 1932     MONUMENTED       CGS
 LX3777  HISTORY     - 1983     GOOD             NGS
 LX3777  HISTORY     - 19980214 GOOD             USPSQD
 LX3777
 LX3777                          STATION DESCRIPTION
 LX3777
 LX3777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3777'THE STATION WAS VIEWED THROUGH BINOCS ONLY.  NO PREVIOUS
 LX3777'TEXT FOR THIS STATION.  IT IS LOCATED ABOUT 4.8 KM (3.0 MI)
 LX3777'SOUTHWEST OF SHERWOOD POINT, 2.4 KM (1.5 MI) EAST OF
 LX3777'THE NORWALK HARBOR CHANNEL, 0.2 KM (0.1 MI) NORTHEAST
 LX3777'OF THE MAIN PART OF PECKS LEDGE.
 LX3777'
 LX3777'THE STATION, PECKS LEDGE LIGHTHOUSE,
 LX3777'IS THE TOP CENTER OF THE ALTERNATE HORIZONTALLY
 LX3777'STRIPED BLACK AND WHITE STRUCTURE, IN FOUR SECTIONS, IS NARROWER
 LX3777'THAN THE ONE BELOW, WITH CATWALKS AT THE LOWER AND UPPER LEVELS,
 LX3777'BASICALLY CONICAL SHAPED WHEN VIEWED FROM A DISTANCE.  IT APPEARS
 LX3777'TO BE ABOUT 18 METERS (60 FT) ABOVE THE WATER.  THE STATION IS
 LX3777'LISTED IN THE COAST GUARD LIGHT LIST AS LONG ISLAND
 LX3777'SOUND NORWALK EAST APPROACH, PECK LEDGE LIGHT 7 (FLASHING GREEN),
 LX3777'NUMBER 1172 (PAGE 178).
 LX3777'
 LX3777'DESCRIBED BY G.R. HEID.
 LX3777
 LX3777                          STATION RECOVERY (1998)
 LX3777
 LX3777'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1846 ***********************************************************************
 MZ1846  DESIGNATION -  PELL
 MZ1846  PID         -  MZ1846
 MZ1846  STATE/COUNTY-  CT/HARTFORD
 MZ1846  USGS QUAD   -  WEST GRANVILLE (1971)
 MZ1846
 MZ1846                         *CURRENT SURVEY CONTROL
 MZ1846  ___________________________________________________________________
 MZ1846* NAD 83(1996)-  42 01 41.20330(N)    072 54 12.80786(W)     ADJUSTED  
 MZ1846* NAVD 88     -       402.4    (meters)    1320.     (feet)  VERTCON   
 MZ1846  ___________________________________________________________________
 MZ1846  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 MZ1846  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 MZ1846
 MZ1846  HORZ ORDER  -  FIRST
 MZ1846
 MZ1846.The horizontal coordinates were established by classical geodetic methods
 MZ1846.and adjusted by the National Geodetic Survey in August 1998..
 MZ1846
 MZ1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1846
 MZ1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1846
 MZ1846.The geoid height was determined by GEOID03.
 MZ1846
 MZ1846;                    North         East     Units Scale Factor Converg.
 MZ1846;SPC CT       -   285,106.779   292,083.583   MT  1.00002034   -0 06 06.5
 MZ1846;SPC CT       -   935,387.82    958,277.56   sFT  1.00002034   -0 06 06.5
 MZ1846;SPC MA M     -   865,147.969    83,774.210   MT  0.99996906   -0 56 34.1
 MZ1846;SPC MA M     - 2,838,406.29    274,849.22   sFT  0.99996906   -0 56 34.1
 MZ1846;UTM  18      - 4,655,023.683   673,550.004   MT  0.99997063   +1 24 14.1
 MZ1846
 MZ1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1846!SPC CT       -   0.99994139  x   1.00002034  =   0.99996173
 MZ1846!SPC MA M     -   0.99994139  x   0.99996906  =   0.99991045
 MZ1846!UTM  18      -   0.99994139  x   0.99997063  =   0.99991202
 MZ1846
 MZ1846:                Primary Azimuth Mark                     Grid Az
 MZ1846:SPC CT       -  GRANVILLE SOU PAC COMM MAST              006 49 12.7
 MZ1846:SPC MA M     -  GRANVILLE SOU PAC COMM MAST              007 39 40.3
 MZ1846:UTM  18      -  GRANVILLE SOU PAC COMM MAST              005 18 52.1
 MZ1846
 MZ1846|---------------------------------------------------------------------|
 MZ1846| PID    Reference Object                     Distance      Geod. Az  |
 MZ1846|                                                           dddmmss.s |
 MZ1846| MZ1844 GRANVILLE SOU PAC COMM MAST         APPROX. 7.5 KM 0064306.2 |
 MZ1846| DA3856 PELL RM 1                            22.124 METERS 00748     |
 MZ1846| MZ1837 SWEETMAN                            APPROX. 8.8 KM 0080554.1 |
 MZ1846| DA3857 PELL RM 2                            23.276 METERS 26658     |
 MZ1846|---------------------------------------------------------------------|
 MZ1846
 MZ1846                          SUPERSEDED SURVEY CONTROL
 MZ1846
 MZ1846  NAD 83(1996)-  42 01 41.20328(N)    072 54 12.80786(W) AD(       ) 1
 MZ1846  NAD 83(1992)-  42 01 41.20420(N)    072 54 12.80860(W) AD(       ) 1
 MZ1846  NAD 83(1992)-  42 01 41.20426(N)    072 54 12.80870(W) AD(       ) 1
 MZ1846  NAD 83(1986)-  42 01 41.20423(N)    072 54 12.80972(W) AD(       ) 1
 MZ1846  NAD 27      -  42 01 40.86742(N)    072 54 14.44562(W) AD(       ) 1
 MZ1846  NGVD 29 (07/19/86)  402.6    (m)         1321.     (f) VERT ANG       
 MZ1846
 MZ1846.Superseded values are not recommended for survey control.
 MZ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1846.See file dsdata.txt to determine how the superseded data were derived.
 MZ1846
 MZ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7355055024(NAD 83)
 MZ1846_MARKER: DS = TRIANGULATION STATION DISK
 MZ1846_SETTING: 80 = SET IN A BOULDER
 MZ1846_SP_SET: PARTIALLY EXPOSED BOULDER
 MZ1846_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1846+STABILITY: SURFACE MOTION
 MZ1846
 MZ1846  HISTORY     - Date     Condition        Report By
 MZ1846  HISTORY     - 1980     MONUMENTED       NGS
 MZ1846
 MZ1846                          STATION DESCRIPTION
 MZ1846
 MZ1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 MZ1846'THE STATION IS LOCATED ABOUT 16.8 KM (10-1/2 MI) NORTHEAST OF
 MZ1846'WINSTED, 12.8 KM (8 MI) NORTHWEST OF GRANBY, 2.4 KM (1-1/2 MI)
 MZ1846'EAST OF THE NORTH END OF BARKHAMSTED RESERVOIR,
 MZ1846'1.0 KM (1/2 MI) SOUTH OF THE MASSACHUSETTS STATE LINE, AND
 MZ1846'IN THICK WOODS ON THE TUNXIS STATE FOREST.
 MZ1846'OWNERSHIP--STATE OF COMMECTICUT-REGION 1, DEPARTMENT OF
 MZ1846'ENVIRONMENTAL PROTECTION, MR ANTHONY CANTELE, PO BOX 161,
 MZ1846'PLEASANT VALLEY, CT 06063, PHONE 203-379-0771.
 MZ1846'
 MZ1846'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MZ1846'20 AND 179 IN EAST HARTLAND, GO NORTHWEST ON STATE HIGHWAY
 MZ1846'20 FOR 0.1 KM (0.05 MI) TO A FORK.  KEEP RIGHT ON OLD TOWN
 MZ1846'ROAD FOR 0.8 KM (0.5 MI) TO A FORK.  KEEP RIGHT ON PELL
 MZ1846'ROAD FOR 0.3 KM (0.2 MI) TO THE END OF PAVEMENT.  CONTINUE
 MZ1846'NORTHERLY ON THE GRAVEL ROAD FOR 2.1 KM (1.3 MI) TO A WOODS
 MZ1846'ROAD LEFT.  TURN LEFT GOING WEST FOR 30 METERS (100 FEET) TO
 MZ1846'A TRACK ROAD RIGHT.  TURN RIGHT GOING NORTHERLY FOR
 MZ1846'0.2 KM (0.1 MI) TO THE STATION.
 MZ1846'
 MZ1846'THE STATION IS A STANDARD NGS DISK
 MZ1846'STAMPED---PELL 1980---,
 MZ1846'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.3 METER
 MZ1846'LARGEST DIMENSION.  IT IS LOCATED
 MZ1846'19.9 METERS (65.3 FT) SOUTH-SOUTHEAST FROM A TRIPLE TRUNKED OAK
 MZ1846'TREE,
 MZ1846'7.4 METERS (24.3 FT) NORTHEAST FROM A ROCK OUTCROP ABOUT 0.5
 MZ1846'METER IN DIAMETER, AND
 MZ1846'3.98 METERS (13.1 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 MZ1846'
 MZ1846'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 MZ1846'STAMPED---PELL NO 1 1980---,
 MZ1846'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.7 METER
 MZ1846'LARGEST DIMENSION.  IT IS LOCATED
 MZ1846'2.8 METERS (9.2 FT) NORTHEAST FROM A TRIPLE TRUNKED OAK TREE.
 MZ1846'MARK IS BELOW STATION 0.5 METER.
 MZ1846'
 MZ1846'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 MZ1846'STAMPED---PELL NO 2 1980---,
 MZ1846'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ1846'4.6 METERS (15.1 FT) SOUTHEAST FROM A SLIGHT ROCK DROP OFF.
 MZ1846'MARK IS ABOVE STATION 1.0 METERS.
 MZ1846'
 MZ1846'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27.0 METERS.
 MZ1846'NO SUITABLE PLACE FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 MZ1846'
 MZ1846'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6394 ***********************************************************************
 LX6394  DESIGNATION -  PELLOW
 LX6394  PID         -  LX6394
 LX6394  STATE/COUNTY-  CT/NEW HAVEN
 LX6394  USGS QUAD   -  BRANFORD (1984)
 LX6394
 LX6394                         *CURRENT SURVEY CONTROL
 LX6394  ___________________________________________________________________
 LX6394* NAD 83(1996)-  41 24 58.45560(N)    072 49 33.61720(W)     ADJUSTED  
 LX6394* NAVD 88     -        75.0    (meters)     246.     (feet)  VERTCON   
 LX6394  ___________________________________________________________________
 LX6394  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LX6394  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6394
 LX6394  HORZ ORDER  -  FIRST
 LX6394
 LX6394.The horizontal coordinates were established by classical geodetic methods
 LX6394.and adjusted by the National Geodetic Survey in August 1998..
 LX6394
 LX6394.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6394
 LX6394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6394
 LX6394.The geoid height was determined by GEOID03.
 LX6394
 LX6394;                    North         East     Units Scale Factor Converg.
 LX6394;SPC CT       -   217,139.134   298,446.426   MT  0.99998523   -0 03 01.4
 LX6394;SPC CT       -   712,397.31    979,152.98   sFT  0.99998523   -0 03 01.4
 LX6394;UTM  18      - 4,587,245.864   681,686.794   MT  1.00000626   +1 26 18.8
 LX6394
 LX6394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6394!SPC CT       -   0.99999288  x   0.99998523  =   0.99997811
 LX6394!UTM  18      -   0.99999288  x   1.00000626  =   0.99999914
 LX6394
 LX6394:                Primary Azimuth Mark                     Grid Az
 LX6394:SPC CT       -  WALLINGFORD CATH CH SPIRE                002 33 19.8
 LX6394:UTM  18      -  WALLINGFORD CATH CH SPIRE                001 03 59.6
 LX6394
 LX6394|---------------------------------------------------------------------|
 LX6394| PID    Reference Object                     Distance      Geod. Az  |
 LX6394|                                                           dddmmss.s |
 LX6394| LX6393 WALLINGFORD CATH CH SPIRE           APPROX. 4.7 KM 0023018.4 |
 LX6394| LX6391 WALLINGFORD CONG CH SPIRE           APPROX. 4.5 KM 0090819.2 |
 LX6394| CZ7735 PELLOW RM 1                          20.753 METERS 01752     |
 LX6394| CZ7736 PELLOW RM 2                          42.848 METERS 10335     |
 LX6394| LX6460 NORTH BRANFORD TV MAST              APPROX. 5.5 KM 1662307.1 |
 LX6394| LX6399 NORTH HAVEN PRATT WHITNEY TK        APPROX. 1.6 KM 2580556.9 |
 LX6394| LX6378 WALLINGFORD SANITARIUM TANK         APPROX. 6.9 KM 3360135.5 |
 LX6394| LX6402 GAYLORD RESET                       APPROX. 7.0 KM 3374405.1 |
 LX6394|---------------------------------------------------------------------|
 LX6394
 LX6394                          SUPERSEDED SURVEY CONTROL
 LX6394
 LX6394  NAD 83(1992)-  41 24 58.45474(N)    072 49 33.61716(W) AD(       ) 1
 LX6394  NAD 83(1986)-  41 24 58.45722(N)    072 49 33.61985(W) AD(       ) 1
 LX6394  NAD 27      -  41 24 58.11240(N)    072 49 35.25478(W) AD(       ) 1
 LX6394  NGVD 29 (07/19/86)   75.3    (m)          247.     (f) VERT ANG       
 LX6394
 LX6394.Superseded values are not recommended for survey control.
 LX6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6394.See file dsdata.txt to determine how the superseded data were derived.
 LX6394
 LX6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8168787246(NAD 83)
 LX6394_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6394+STABILITY: SURFACE MOTION
 LX6394
 LX6394  HISTORY     - Date     Condition        Report By
 LX6394  HISTORY     - 1976     MONUMENTED       NGS
 LX6394  HISTORY     - 1982     GOOD             NGS
 LX6394
 LX6394                          STATION DESCRIPTION
 LX6394
 LX6394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6394'THE STATION IS ABOUT 3 MILES SOUTH OF WALLINGFORD, 2-1/2 MILES
 LX6394'NORTHWEST OF NORTHFORD, 2-1/2 MILES NORTHEAST OF NORTH HAVEN
 LX6394'AND ON THE PROPERTY OF MRS. EUNICE PELLOW, 411 VENETIAN DRIVE,
 LX6394'DELRAY BEACH, FLORIDA 33444.  HER TELEPHONE NUMBER IS 305-
 LX6394'278-1579.
 LX6394'
 LX6394'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6394'91 AND STATE HIGHWAY 5 IN NORTH HAVEN, GO NORTH ON HIGHWAY 5
 LX6394'FOR 1.75 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 LX6394'EAST ON SCRUB OAK ROAD FOR 0.6 MILE TO A CROSSROAD.  CONTINUE
 LX6394'EAST ON SCRUB OAK ROAD FOR 0.3 MILE TO A SIDE ROAD ON THE
 LX6394'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON CLINTONVILLE ROAD FOR
 LX6394'0.25 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT.  TURN RIGHT
 LX6394'AND GO SOUTHWESTERLY, UPHILL, ACROSS AN OPEN FIELD FOR 0.1
 LX6394'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION AS
 LX6394'DESCRIBED.
 LX6394'
 LX6394'THE STATION MARKS, STAMPED---PELLOW 1976---, ARE STANDARD
 LX6394'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH
 LX6394'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 LX6394'ABOVE THE GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN THE
 LX6394'TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES
 LX6394'BELOW THE GROUND SURFACE.  A 30-INCH STEEL ROD WAS SET IN THE
 LX6394'MONUMENT.  THEY ARE 37 FEET EAST OF A WIRE FENCE, 27 FEET
 LX6394'NORTHEAST OF AN 8-INCH TRIANGULAR BLAZED TREE, 7 FEET WEST OF
 LX6394'THE WEST EDGE OF THE OPEN FIELD AND 3.4 FEET NORTHEAST OF A
 LX6394'METAL WITNESS POST.
 LX6394'
 LX6394'REFERENCE MARK 1, STAMPED---PELLOW NO 1 1976---, IS A STANDARD
 LX6394'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6394'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX6394'36 FEET EAST OF THE WIRE FENCE, 22 FEET WEST OF THE WEST EDGE
 LX6394'OF THE FIELD AND 3 FEET SOUTH OF A METAL WITNESS POST.
 LX6394'
 LX6394'REFERENCE MARK 2, STAMPED---PELLOW NO 2 1976---, IS A STANDARD
 LX6394'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6394'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX6394'18 FEET SOUTH OF THE SOUTH ONE OF TWO EVERGREEN TREES, 2.6 FEET
 LX6394'WEST OF A METAL WITNESS POST AND 2 FEET EAST OF THE EAST EDGE
 LX6394'OF THE OPEN FIELD.
 LX6394'
 LX6394'NO AZIMUTH MARK WAS SET FOR THIS STATION AT THIS TIME.
 LX6394'
 LX6394'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 LX6394'
 LX6394'DESCRIBED BY NOLAN B. JOHNSON.
 LX6394
 LX6394                          STATION RECOVERY (1982)
 LX6394
 LX6394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6394'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX6394'CONDITION AS DESCRIBED IN 1976.  THE DISTANCE TO REFERENCE
 LX6394'MARKS 1 AND 2 AND THE ANGLE BETWEEN THEM CHECKED THE
 LX6394'DATA, BUT THE DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2
 LX6394'WAS LONGER BY 0.052 FEET.
 LX6394'
 LX6394'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF WALLINGFORD,
 LX6394'4 KM (2.5 MI) NORTHWEST OF NORTHFORD AND 4 KM (2.5 MI)
 LX6394'NORTHEAST OF NORTH HAVEN.
 LX6394'OWNERSHIP--MRS EUNICE PELLOW, 411 VENETIAN DRIVE,
 LX6394'DELRAY BEACH FLORIDA 33444, PHONE 305-278-1579.
 LX6394'
 LX6394'TO REACH THE STATION FROM THE POST OFFICE IN NORTH HAVEN, GO
 LX6394'NORTH ON STATE HIGHWAY 5 FOR 3.6 KM (2.25 MI) TO A SIDE ROAD
 LX6394'RIGHT (SCRUB OAK ROAD) TURN RIGHT AND GO EAST FOR 1.0 KM
 LX6394'(0.6 MI) TO A T-ROAD.  TURN LEFT FOR ABOUT 23 METERS (75 FT)
 LX6394'TO POND HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR
 LX6394'0.5 KM (0.3 MI) TO CLINTONVILLE ROAD ON THE RIGHT.  TURN RIGHT
 LX6394'AND GO SOUTHERLY FOR 0.3 KM (0.2 MI) TO A FIELD ENTRANCE ON THE
 LX6394'RIGHT.  TURN RIGHT AND GO AROUND THE EDGE OF THE FIELD FOR
 LX6394'0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 LX6394'
 LX6394'THE STATION IS A STANDARD NGS DISK
 LX6394'STAMPED---PELLOW 1976---,
 LX6394'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6394'FLUSH WITH GROUND.  IT IS LOCATED
 LX6394'8.23 METERS (27.0 FT) NORTHEAST FROM A 25 CM TRIANGULAR BLAZED
 LX6394'TREE AND
 LX6394'2.13 METERS (7.0 FT) WEST FROM THE WEST EDGE OF AN OPEN FIELD.
 LX6394'THE 1976 DESCRIPTION STATES THAT THERE
 LX6394'IS AN UNDERGROUND MARK.
 LX6394'
 LX6394'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6394'STAMPED---PELLOW NO 1 1976---,
 LX6394'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6394'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6394'9.75 METERS (32.0 FT) EAST FROM A 4-TRUNKED GUM TREE AND
 LX6394'0.91 METER (3.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 LX6394'MARK IS BELOW STATION 1.0 METERS.
 LX6394'
 LX6394'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6394'STAMPED---PELLOW NO 2 1976---,
 LX6394'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6394'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6394'5.49 METERS (18.0 FT) SOUTH FROM THE SOUTH ONE OF 2 CEDAR TREES
 LX6394'AND
 LX6394'0.79 METER (2.6 FT) WEST FROM A WITNESS POST.
 LX6394'MARK IS BELOW STATION 2.1 METERS.
 LX6394'
 LX6394'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.1 METERS.
 LX6394'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX6394'
 LX6394'DESCRIBED BY D.L. MCFARLAND, CHECKED BY M.L. BERGMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6826 ***********************************************************************
 LX6826  DESIGNATION -  PENFIELD
 LX6826  PID         -  LX6826
 LX6826  STATE/COUNTY-  CT/MIDDLESEX
 LX6826  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6826
 LX6826                         *CURRENT SURVEY CONTROL
 LX6826  ___________________________________________________________________
 LX6826* NAD 83(1996)-  41 34 52.64780(N)    072 34 31.57196(W)     ADJUSTED  
 LX6826* NAVD 88     -       158.     (meters)     518.     (feet)  SCALED    
 LX6826  ___________________________________________________________________
 LX6826  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LX6826  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX6826
 LX6826  HORZ ORDER  -  THIRD
 LX6826
 LX6826.The horizontal coordinates were established by classical geodetic methods
 LX6826.and adjusted by the National Geodetic Survey in August 1998..
 LX6826
 LX6826.The orthometric height was scaled from a topographic map.
 LX6826
 LX6826.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6826
 LX6826.The geoid height was determined by GEOID03.
 LX6826
 LX6826;                    North         East     Units Scale Factor Converg.
 LX6826;SPC CT       -   235,482.161   319,357.488   MT  0.99998349   +0 06 56.7
 LX6826;SPC CT       -   772,577.72  1,047,758.69   sFT  0.99998349   +0 06 56.7
 LX6826;UTM  18      - 4,606,128.229   702,114.807   MT  1.00010273   +1 36 34.9
 LX6826
 LX6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6826!SPC CT       -   0.99997991  x   0.99998349  =   0.99996340
 LX6826!UTM  18      -   0.99997991  x   1.00010273  =   1.00008264
 LX6826
 LX6826|---------------------------------------------------------------------|
 LX6826| PID    Reference Object                     Distance      Geod. Az  |
 LX6826|                                                           dddmmss.s |
 LX6826| CZ7738 PENFIELD RM 2                        20.090 METERS 06427     |
 LX6826| LX6861 TERPS SILO                          APPROX. 5.5 KM 1270129.0 |
 LX6826| LX6866 STEWART                             APPROX. 2.4 KM 1344112.6 |
 LX6826| CZ7737 PENFIELD RM 1                        30.470 METERS 15726     |
 LX6826| LX6840 JOHNSONS ROCK                       APPROX. 3.7 KM 2140200.3 |
 LX6826| LX6838 PAYNES BARN CUPOLA                  APPROX. 2.2 KM 2222418.6 |
 LX6826| LX6828 EUREKA SPOIL BANK SOUTH             APPROX. 1.7 KM 3132644.5 |
 LX6826| LX6833 EUREKA SPOIL BANK NORTH             APPROX. 1.9 KM 3154542.4 |
 LX6826|---------------------------------------------------------------------|
 LX6826
 LX6826                          SUPERSEDED SURVEY CONTROL
 LX6826
 LX6826  NAD 83(1992)-  41 34 52.64715(N)    072 34 31.57187(W) AD(       ) 3
 LX6826  NAD 83(1986)-  41 34 52.64898(N)    072 34 31.57388(W) AD(       ) 3
 LX6826  NAD 27      -  41 34 52.28697(N)    072 34 33.26477(W) AD(       ) 3
 LX6826
 LX6826.Superseded values are not recommended for survey control.
 LX6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6826.See file dsdata.txt to determine how the superseded data were derived.
 LX6826
 LX6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0211506128(NAD 83)
 LX6826
 LX6826  HISTORY     - Date     Condition        Report By
 LX6826  HISTORY     - 1935     MONUMENTED       CGS
 LX6826  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX6826
 LX6826                          STATION DESCRIPTION
 LX6826
 LX6826'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6826'THE STATION IS REACHED FROM THE INTERSECTION OF ROUTES 14 AND 15
 LX6826'IN PORTLAND.  GO EASTERLY 3.2 MILES, TURN LEFT AND GO 1.5 MILES,
 LX6826'TURN NORTHERLY ON GREAT HILL LAKE ROAD, AND GO 1.2 MILES TO THE
 LX6826'TOP OF THE HILL.  THE STATION IS ON THE W SIDE OF THE ROAD.  THE
 LX6826'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE ON THE
 LX6826'TOP OF A LARGE BOULDER IN A ROCKY FIELD ON THE W SIDE OF THE
 LX6826'HILL AND N OF A STONE FENCE THAT RUNS DOWN THE SIDE OF THE HILL.
 LX6826'
 LX6826'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LX6826'FLAT LEDGE ON THE S SIDE OF THE FENCE NEAR A SMALL COTTAGE AND IS
 LX6826'S 5 DEG E OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK
 LX6826'SET IN A DRILL HOLE IN A BOULDER N 50 DEG E OF THE STATION.
 LX6826'
 LX6826'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6826
 LX6826                          STATION RECOVERY (1997)
 LX6826
 LX6826'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6923 ***********************************************************************
 LX6923  DESIGNATION -  PENFIELD 2
 LX6923  PID         -  LX6923
 LX6923  STATE/COUNTY-  CT/MIDDLESEX
 LX6923  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6923
 LX6923                         *CURRENT SURVEY CONTROL
 LX6923  ___________________________________________________________________
 LX6923* NAD 83(1996)-  41 34 54.96576(N)    072 34 29.90015(W)     ADJUSTED  
 LX6923* NAVD 88     -       157.6    (meters)     517.     (feet)  VERTCON   
 LX6923  ___________________________________________________________________
 LX6923  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 LX6923  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX6923
 LX6923  HORZ ORDER  -  FIRST
 LX6923
 LX6923.The horizontal coordinates were established by classical geodetic methods
 LX6923.and adjusted by the National Geodetic Survey in August 1998..
 LX6923
 LX6923.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6923
 LX6923.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6923
 LX6923.The geoid height was determined by GEOID03.
 LX6923
 LX6923;                    North         East     Units Scale Factor Converg.
 LX6923;SPC CT       -   235,553.750   319,396.069   MT  0.99998349   +0 06 57.8
 LX6923;SPC CT       -   772,812.59  1,047,885.27   sFT  0.99998349   +0 06 57.8
 LX6923;UTM  18      - 4,606,200.809   702,151.512   MT  1.00010292   +1 36 36.0
 LX6923
 LX6923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6923!SPC CT       -   0.99997993  x   0.99998349  =   0.99996342
 LX6923!UTM  18      -   0.99997993  x   1.00010292  =   1.00008285
 LX6923
 LX6923:                Primary Azimuth Mark                     Grid Az
 LX6923:SPC CT       -  MESHOMASIC                               045 35 39.0
 LX6923:UTM  18      -  MESHOMASIC                               044 06 00.8
 LX6923
 LX6923|---------------------------------------------------------------------|
 LX6923| PID    Reference Object                     Distance      Geod. Az  |
 LX6923|                                                           dddmmss.s |
 LX6923| LX6892 MESHOMASIC                          APPROX. 4.5 KM 0454236.8 |
 LX6923| CZ7739 PENFIELD 2 RM 3                      20.565 METERS 13011     |
 LX6923| LX6904 MIDDLETOWN STATE HOSP STK NEW       APPROX. 3.1 KM 1875531.2 |
 LX6923| LX7002 PORTLAND KERR MCGEE TANK            APPROX. 6.1 KM 2551444.8 |
 LX6923| CZ7740 PENFIELD 2 RM 4                      17.157 METERS 32453     |
 LX6923|---------------------------------------------------------------------|
 LX6923
 LX6923                          SUPERSEDED SURVEY CONTROL
 LX6923
 LX6923  NAD 83(1992)-  41 34 54.96513(N)    072 34 29.90018(W) AD(       ) 1
 LX6923  NAD 83(1986)-  41 34 54.96696(N)    072 34 29.90220(W) AD(       ) 1
 LX6923  NAD 27      -  41 34 54.60494(N)    072 34 31.57459(W) AD(       ) 1
 LX6923  NGVD 29 (07/19/86)  157.9    (m)          518.     (f) VERT ANG       
 LX6923
 LX6923.Superseded values are not recommended for survey control.
 LX6923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6923.See file dsdata.txt to determine how the superseded data were derived.
 LX6923
 LX6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0215206201(NAD 83)
 LX6923_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6923+STABILITY: SURFACE MOTION
 LX6923
 LX6923  HISTORY     - Date     Condition        Report By
 LX6923  HISTORY     - 1976     MONUMENTED       NGS
 LX6923  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6923  HISTORY     - 19971125 GOOD             USPSQD
 LX6923
 LX6923                          STATION DESCRIPTION
 LX6923
 LX6923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6923'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF MIDDLETOWN,
 LX6923'3-3/4 MILES WEST OF EAST HAMPTON, 1-1/2 MILES NORTHWEST OF
 LX6923'COBALT, 1/2 MILE NORTHWEST OF GREAT HILL POND AND IS ON ROAD
 LX6923'RIGHT-OF-WAY.  MR. RUDI WETZEL OWNS THE PROPERTY JUST EAST
 LX6923'OF THE STATION.
 LX6923'
 LX6923'TO REACH THE STATION FROM THE POST OFFICE IN COBALT, AT THE
 LX6923'JUNCTION OF STATE HIGHWAY 66 AND STATE HIGHWAY 151, GO WEST
 LX6923'ON STATE HIGHWAY 66 FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 LX6923'RIGHT AND GO NORTH ON DEPOT HILL ROAD FOR 0.1 MILE TO A
 LX6923'CROSS ROAD.  TURN LEFT AND GO WEST ON OLD MIDDLETOWN ROAD
 LX6923'FOR 0.4 MILE TO A T-ROAD, MIDDLE HADDAM ROAD GOING TO THE
 LX6923'LEFT AND PENFIELD HILL ROAD GOING TO THE RIGHT.  TURN RIGHT
 LX6923'AND GO NORTH ON PENFIELD HILL ROAD FOR 1.3 MILES TO THE
 LX6923'STATION ON THE RIGHT AS DESCRIBED, JUST PAST MR. RUDI WETZELS
 LX6923'HOME ON THE RIGHT.
 LX6923'
 LX6923'STATION MARKS, STAMPED---PENFIELD 2 1976---, ARE STANDARD
 LX6923'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A ROUND
 LX6923'CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND IS FLUSH
 LX6923'WITH THE GROUND SURFACE.  THE UNDERGROUND DISK IS SET IN AN
 LX6923'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 LX6923'SURFACE.  THEY ARE 41 FEET NORTH OF A 3-FOOT MAPLE TREE, 26
 LX6923'FEET EAST OF THE CENTER OF PENFIELD HILL ROAD, 24.5 FEET NORTH
 LX6923'OF A METAL WITNESS POST AND 0.8 FOOT WEST OF A BOARD FENCE.
 LX6923'
 LX6923'REFERENCE MARK 3, STAMPED---PENFIELD 2 NO 3 1976---, IS A
 LX6923'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT
 LX6923'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 LX6923'IT IS 52 FEET EAST OF THE CENTER OF PENFIELD HILL ROAD, 51.3
 LX6923'FEET NORTHWEST OF A FLAG POLE THAT IS IN MR. RUDI WETZELS
 LX6923'YARD, 13 FEET NORTH OF A GRAVELED DRIVEWAY AND 0.5 FOOT SOUTH
 LX6923'OF A BOARD FENCE.
 LX6923'
 LX6923'REFERENCE MARK 4, STAMPED---PENFIELD 2 NO 4 1976---, IS A
 LX6923'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LX6923'12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 LX6923'IT IS 19 FEET EAST OF THE CENTER OF PENFIELD HILL ROAD, 14
 LX6923'FEET NORTHWEST OF A TRIPLE TRUNK TREE, 7 FEET WEST OF A ROCK
 LX6923'FENCE AND 4 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX6923'
 LX6923'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS, DUE TO TREES
 LX6923'ON LINE.
 LX6923'
 LX6923'THERE WAS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 LX6923'
 LX6923'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.2 METERS.
 LX6923'
 LX6923'DESCRIBED BY A. G. THACKER.
 LX6923
 LX6923                          STATION RECOVERY (1978)
 LX6923
 LX6923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6923'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED AND
 LX6923'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 LX6923'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1976 DATA.
 LX6923'A METAL ROD WAS DRIVEN NEXT TO THE STATION MONUMENT.  THE
 LX6923'1976 DESCRIPTION OF THE STATION IS ADEQUATE TO RECOVER THIS
 LX6923'STATION.
 LX6923'
 LX6923'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN
 LX6923'AZIMUTH MARK.
 LX6923'
 LX6923'HEIGHT OF LIGHT ABOVE THE STATION WAS 22.4 METERS.
 LX6923'
 LX6923'DESCRIBED BY PRESTON C. OSLEY JR.
 LX6923
 LX6923                          STATION RECOVERY (1997)
 LX6923
 LX6923'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3723 ***********************************************************************
 LX3723  DESIGNATION -  PENFIELD REEF LIGHTHOUSE
 LX3723  PID         -  LX3723
 LX3723  STATE/COUNTY-  CT/FAIRFIELD
 LX3723  USGS QUAD   -  
 LX3723
 LX3723                         *CURRENT SURVEY CONTROL
 LX3723  ___________________________________________________________________
 LX3723* NAD 83(1996)-  41 07 01.50946(N)    073 13 19.52406(W)     ADJUSTED  
 LX3723* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3723  ___________________________________________________________________
 LX3723  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 LX3723  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3723
 LX3723  HORZ ORDER  -  SECOND
 LX3723
 LX3723.The horizontal coordinates were established by classical geodetic methods
 LX3723.and adjusted by the National Geodetic Survey in August 1998..
 LX3723
 LX3723.The orthometric height was scaled from a topographic map.
 LX3723
 LX3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3723
 LX3723.The geoid height was determined by GEOID03.
 LX3723
 LX3723;                    North         East     Units Scale Factor Converg.
 LX3723;SPC CT       -   184,021.302   265,151.424   MT  1.00000941   -0 18 46.9
 LX3723;SPC CT       -   603,743.22    869,917.63   sFT  1.00000941   -0 18 46.9
 LX3723;UTM  18      - 4,553,278.012   649,263.321   MT  0.99987421   +1 10 09.7
 LX3723
 LX3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3723!SPC CT       -   1.00000460  x   1.00000941  =   1.00001401
 LX3723!UTM  18      -   1.00000460  x   0.99987421  =   0.99987881
 LX3723
 LX3723:                Primary Azimuth Mark                     Grid Az
 LX3723:SPC CT       -  BLACK ROCK HARBOR BCN 1                  010 41 53.8
 LX3723:UTM  18      -  BLACK ROCK HARBOR BCN 1                  009 12 57.2
 LX3723
 LX3723|---------------------------------------------------------------------|
 LX3723| PID    Reference Object                     Distance      Geod. Az  |
 LX3723|                                                           dddmmss.s |
 LX3723| LX3729 BLACK ROCK HARBOR BCN 1             APPROX. 2.3 KM 0102306.9 |
 LX3723| LX3732 TRUST                               APPROX. 7.3 KM 0221938.4 |
 LX3723| LX3742 BRIDGEPORT BREAKWATER LH BUG        APPROX. 6.7 KM 0341348.8 |
 LX3723| LX3753 E BRIDGEPORT AMER FABRIC STK        APPROX. 9.2 KM 0353640.5 |
 LX3723| LX3738 BRIDGEPORT HARBOR LIGHTHOUSE        APPROX. 5.6 KM 0384700.6 |
 LX3723| LX3694 DEVON CONN P AND L PLANT N STK      APPROX.14.0 KM 0425920.9 |
 LX3723| LX3700 DEVON CONN P AND L PLANT S STK      APPROX.14.0 KM 0430346.2 |
 LX3723| LX3750 WICC NORTH RADIO TOWER              APPROX. 6.9 KM 0443943.8 |
 LX3723| LX3751 WICC SOUTH RADIO TOWER              APPROX. 6.8 KM 0461048.8 |
 LX3723| LX3773 WINDMILL TANK                       APPROX. 8.5 KM 2753037.4 |
 LX3723| LX3763 FAIRFIELD ALCO STACK                APPROX. 4.8 KM 3030630.3 |
 LX3723| LX3761 FAIRFIELD DUPONT STACK              APPROX. 4.6 KM 3070451.6 |
 LX3723| LX3759 FAIRFIELD EPIS CHURCH SPIRE         APPROX. 3.7 KM 3194606.1 |
 LX3723| LX3724 BLACK ROCK HARBOR BCN 3             APPROX. 2.9 KM 3591101.1 |
 LX3723|---------------------------------------------------------------------|
 LX3723
 LX3723                          SUPERSEDED SURVEY CONTROL
 LX3723
 LX3723  NAD 83(1992)-  41 07 01.50884(N)    073 13 19.52338(W) AD(       ) 2
 LX3723  NAD 83(1986)-  41 07 01.51228(N)    073 13 19.52621(W) AD(       ) 2
 LX3723  NAD 27      -  41 07 01.16400(N)    073 13 21.12200(W) AD(       ) 2
 LX3723
 LX3723.Superseded values are not recommended for survey control.
 LX3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3723.See file dsdata.txt to determine how the superseded data were derived.
 LX3723
 LX3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4926353278(NAD 83)
 LX3723_MARKER: 13 = LIGHTHOUSE
 LX3723_SETTING: 0 = UNSPECIFIED SETTING
 LX3723
 LX3723  HISTORY     - Date     Condition        Report By
 LX3723  HISTORY     - UNK      FIRST OBSERVED
 LX3723  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3723  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3723  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3723  HISTORY     - 1982     GOOD             NGS
 LX3723  HISTORY     - 1987     GOOD             USPSQD
 LX3723  HISTORY     - 1990     GOOD             USE
 LX3723
 LX3723                          STATION DESCRIPTION
 LX3723
 LX3723'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (HPR)
 LX3723'THIS LIGHTHOUSE WAS BUILT IN 1874, AND IS REPORTED TO HAVE
 LX3723'UNDERGONE NO CHANGES SINCE FIRST DETERMINED IN 1882.
 LX3723
 LX3723                          STATION RECOVERY (1916)
 LX3723
 LX3723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3723'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT,
 LX3723'WITH FOLLOWING ADDITIONS--FROM LIGHT LIST 1916 - ON REEF OFF S SIDE
 LX3723'OF BLACK ROCK HARBOR.  LIGHT ABOVE HIGH WATER 51 FEET.
 LX3723
 LX3723                          STATION RECOVERY (1959)
 LX3723
 LX3723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3723'RECOVERED AS DESCRIBED.
 LX3723
 LX3723                          STATION RECOVERY (1982)
 LX3723
 LX3723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3723'THE STATION, PENFIELD REEF LIGHTHOUSE, WAS
 LX3723'RECOVERED IN GOOD CONDITION.
 LX3723'
 LX3723'THE STATION, PENFIELD REEF LIGHTHOUSE, IS THE TOP
 LX3723'CENTER OF THE HOUSE ATOP THE LOW STONE TOWER.  IT
 LX3723'IS ABOUT 15 METERS (51 FT) IN OVERALL HEIGHT.
 LX3723'
 LX3723'THE STATION IS LOCATED ON A REEF OFF THE SOUTH SIDE
 LX3723'OF BLACK ROCK HARBOR.
 LX3723'OWNERSHIP--CITY OF BRIDGEPORT, BRIDGEPORT CT 06601.
 LX3723'
 LX3723'DESCRIBED BY G.R. HEID.
 LX3723
 LX3723                          STATION RECOVERY (1987)
 LX3723
 LX3723'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3723'RECOVERED IN GOOD CONDITION.
 LX3723
 LX3723                          STATION RECOVERY (1990)
 LX3723
 LX3723'RECOVERY NOTE BY US ENGINEERS 1990 (JP)
 LX3723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7298 ***********************************************************************
 LX7298  DESIGNATION -  PEOPLES
 LX7298  PID         -  LX7298
 LX7298  STATE/COUNTY-  CT/LITCHFIELD
 LX7298  USGS QUAD   -  NEW HARTFORD (1984)
 LX7298
 LX7298                         *CURRENT SURVEY CONTROL
 LX7298  ___________________________________________________________________
 LX7298* NAD 83(1996)-  41 56 14.99068(N)    072 59 32.34126(W)     ADJUSTED  
 LX7298* NAVD 88     -       285.5    (meters)     937.     (feet)  VERTCON   
 LX7298  ___________________________________________________________________
 LX7298  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 LX7298  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 LX7298
 LX7298  HORZ ORDER  -  FIRST
 LX7298
 LX7298.The horizontal coordinates were established by classical geodetic methods
 LX7298.and adjusted by the National Geodetic Survey in August 1998..
 LX7298
 LX7298.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7298
 LX7298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7298
 LX7298.The geoid height was determined by GEOID03.
 LX7298
 LX7298;                    North         East     Units Scale Factor Converg.
 LX7298;SPC CT       -   275,058.683   284,704.693   MT  1.00000794   -0 09 38.4
 LX7298;SPC CT       -   902,421.70    934,068.65   sFT  1.00000794   -0 09 38.4
 LX7298;SPC MA M     -   855,209.728    76,248.883   MT  0.99997504   -1 00 08.8
 LX7298;SPC MA M     - 2,805,800.58    250,159.88   sFT  0.99997504   -1 00 08.8
 LX7298;UTM  18      - 4,644,785.946   666,437.839   MT  0.99994088   +1 20 31.5
 LX7298
 LX7298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7298!SPC CT       -   0.99995975  x   1.00000794  =   0.99996769
 LX7298!SPC MA M     -   0.99995975  x   0.99997504  =   0.99993479
 LX7298!UTM  18      -   0.99995975  x   0.99994088  =   0.99990063
 LX7298
 LX7298:                Primary Azimuth Mark                     Grid Az
 LX7298:SPC CT       -  BARBER RESET                             135 42 48.4
 LX7298:SPC MA M     -  BARBER RESET                             136 33 18.8
 LX7298:UTM  18      -  BARBER RESET                             134 12 38.5
 LX7298
 LX7298|---------------------------------------------------------------------|
 LX7298| PID    Reference Object                     Distance      Geod. Az  |
 LX7298|                                                           dddmmss.s |
 LX7298| LX7285 BARBER RESET                        APPROX. 7.6 KM 1353310.0 |
 LX7298| CZ7741 PEOPLES RM 1                         16.302 METERS 17736     |
 LX7298| LX7299 PEOPLES TP                           30.479 METERS 19636     |
 LX7298| CZ7742 PEOPLES RM 2                         18.366 METERS 26519     |
 LX7298|---------------------------------------------------------------------|
 LX7298
 LX7298                          SUPERSEDED SURVEY CONTROL
 LX7298
 LX7298  NAD 83(1996)-  41 56 14.99058(N)    072 59 32.34134(W) AD(       ) 1
 LX7298  NAD 83(1992)-  41 56 14.99139(N)    072 59 32.34195(W) AD(       ) 1
 LX7298  NAD 83(1992)-  41 56 14.99181(N)    072 59 32.34243(W) AD(       ) 1
 LX7298  NAD 83(1986)-  41 56 14.99164(N)    072 59 32.34311(W) AD(       ) 1
 LX7298  NAD 27      -  41 56 14.64567(N)    072 59 33.96450(W) AD(       ) 1
 LX7298  NGVD 29 (07/19/86)  285.7    (m)          937.     (f) VERT ANG       
 LX7298
 LX7298.Superseded values are not recommended for survey control.
 LX7298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7298.See file dsdata.txt to determine how the superseded data were derived.
 LX7298
 LX7298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6643844786(NAD 83)
 LX7298_MARKER: DH = HORIZONTAL CONTROL DISK
 LX7298_SETTING: 66 = SET IN ROCK OUTCROP
 LX7298_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7298+STABILITY: POSITION/ELEVATION WELL
 LX7298
 LX7298  HISTORY     - Date     Condition        Report By
 LX7298  HISTORY     - 1980     MONUMENTED       NGS
 LX7298
 LX7298                          STATION DESCRIPTION
 LX7298
 LX7298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7298'THE STATION IS LOCATED ABOUT 9 KM (5 MI) EAST OF WINSTED, 3.2 KM
 LX7298'(2 MI) NORTHWEST OF THE SOUTH END OF BARKHAMSTED RESERVOIR,
 LX7298'1.6 KM (1 MI) NORTH OF PLEASANT VALLEY AND IN THE PEOPLES
 LX7298'STATE FOREST.
 LX7298'OWNERSHIP--STATE OF CONNECTICUT-REGION 1, DEPARTMENT OF
 LX7298'ENVIRONMENTAL PROTECTION, ANTHONY CANTELE, PO BOX 161,
 LX7298'PLEASANT VALLEY, CT 06063, PHONE 203-379-0771.
 LX7298'
 LX7298'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 181
 LX7298'AND 318 IN PLEASANT VALLEY, GO EAST ON STATE HIGHWAY 318 CROSSING
 LX7298'A BRIDGE OVER THE FARMINGTON RIVER FOR 0.2 KM (0.1 MI) TO A PAVED
 LX7298'ROAD LEFT.  TURN LEFT GOING NORTH FOR 1.3 KM (0.8 MI) TO
 LX7298'A PAVED ROAD RIGHT THAT LEADS INTO THE STATE FOREST.  KEEP
 LX7298'RIGHT PASSING THROUGH A GATE AND UPGRADE ON THE PAVED ROAD
 LX7298'FOR 1.6 KM (1.0 MI) TO THE TOP OF GRADE.  CONTINUE DOWNHILL
 LX7298'FOR ABOUT 80 METERS (80 YARDS) PASSING A SMALL CAMPSITE ON
 LX7298'THE LEFT JUST BEFORE REACHING A CULVERT TO A WOODS ROAD ON THE
 LX7298'LEFT.  TURN LEFT GOING UPHILL NORTHERLY, THEN EAST AND BACK
 LX7298'NORTHERLY FOR 0.2 KM (0.15 MI) TO THE STATION IN A LARGE OUTCROP
 LX7298'OF ROCK.
 LX7298'
 LX7298'THE STATION IS A STANDARD NGS DISK
 LX7298'STAMPED---PEOPLES 1980---,
 LX7298'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7298'7.8 METERS (25.6 FT) NORTHWEST FROM A 20 CM TRIANGULAR BLAZED
 LX7298'PINE TREE AND
 LX7298'3.5 METERS (11.5 FT) NORTHEAST FROM A 30 CM TRIANGULAR BLAZED OAK
 LX7298'TREE.
 LX7298'
 LX7298'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7298'STAMPED---PEOPLES NO 1 1980---,
 LX7298'SET INTO THE TOP OF A BOULDER OF 1.5 METERS
 LX7298'LARGEST DIMENSION.  IT IS LOCATED
 LX7298'15.6 METERS (51.2 FT) SOUTH-SOUTHEAST FROM A TWIN TRUNKED OAK
 LX7298'TREE,
 LX7298'14.2 METERS (46.6 FT) SOUTH FROM A 30 CM TRIANGULAR BLAZED OAK
 LX7298'TREE, AND
 LX7298'13.7 METERS (45.0 FT) SOUTHWEST FROM A 20 CM TRIANGULAR BLAZED
 LX7298'PINE TREE.
 LX7298'MARK IS LEVEL WITH STATION.
 LX7298'
 LX7298'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7298'STAMPED---PEOPLES NO 2 1980---,
 LX7298'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7298'15.9 METERS (52.2 FT) WEST-NORTHWEST FROM A 30 CM TRIANGULAR
 LX7298'BLAZED OAK TREE AND
 LX7298'8.5 METERS (27.9 FT) NORTH-NORTHEAST FROM A TWIN TRUNKED OAK TREE.
 LX7298'MARK IS LEVEL WITH STATION.
 LX7298'
 LX7298'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
 LX7298'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7298'
 LX7298'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5103 ***********************************************************************
 LX5103  DESIGNATION -  PERCHE ROCK LIGHT 13
 LX5103  PID         -  LX5103
 LX5103  STATE/COUNTY-  CT/NEW LONDON
 LX5103  USGS QUAD   -  UNCASVILLE (1984)
 LX5103
 LX5103                         *CURRENT SURVEY CONTROL
 LX5103  ___________________________________________________________________
 LX5103* NAD 83(1996)-  41 29 50.35904(N)    072 04 57.15284(W)     ADJUSTED  
 LX5103* NAVD 88     -                                                        
 LX5103  ___________________________________________________________________
 LX5103  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LX5103  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX5103
 LX5103  HORZ ORDER  -  THIRD
 LX5103
 LX5103.The horizontal coordinates were established by classical geodetic methods
 LX5103.and adjusted by the National Geodetic Survey in August 1998..
 LX5103
 LX5103
 LX5103.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5103
 LX5103.The geoid height was determined by GEOID03.
 LX5103
 LX5103;                    North         East     Units Scale Factor Converg.
 LX5103;SPC CT       -   226,356.880   360,531.570   MT  0.99998334   +0 26 33.2
 LX5103;SPC CT       -   742,639.20  1,182,843.99   sFT  0.99998334   +0 26 33.2
 LX5103;UTM  18      - 4,598,076.820   743,522.140   MT  1.00032987   +1 56 02.4
 LX5103;UTM  19      - 4,598,555.375   242,696.516   MT  1.00041482   -2 02 36.8
 LX5103
 LX5103                          SUPERSEDED SURVEY CONTROL
 LX5103
 LX5103  NAD 83(1992)-  41 29 50.35805(N)    072 04 57.15219(W) AD(       ) 4
 LX5103  NAD 83(1986)-  41 29 50.35952(N)    072 04 57.15473(W) AD(       ) 4
 LX5103  NAD 27      -  41 29 50.00700(N)    072 04 58.86900(W) AD(       ) 3
 LX5103
 LX5103.Superseded values are not recommended for survey control.
 LX5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5103.See file dsdata.txt to determine how the superseded data were derived.
 LX5103
 LX5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4352298077(NAD 83)
 LX5103_MARKER: 14 = NAVIGATION LIGHT
 LX5103
 LX5103  HISTORY     - Date     Condition        Report By
 LX5103  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5103  HISTORY     - 1961     GOOD             CGS
 LX5103  HISTORY     - 1966     GOOD             CGS
 LX5103  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5103
 LX5103                          STATION DESCRIPTION
 LX5103
 LX5103'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5103'THE LIGHT WAS RECOVERED IN GOOD CONDITION.  THERE IS NO PREVIOUS
 LX5103'DESCRIPTION.  THE C.G. LIGHT LIST STATES THAT THIS LIGHT WAS
 LX5103'BUILT IN 1892.  UPON INSPECTION OF THE LIGHT, ANOTHER OLD LIGHT
 LX5103'FOUNDATION WAS RECOVERED AND THE PRESENT LIGHT DID NOT APPEAR
 LX5103'TO BE 70 YEARS OLD.  A CIVILIAN EMPLOYEE OF THE COAST GUARD
 LX5103'WHO HAS MAINTAINED LIGHTS IN THIS AREA OVER THE PAST 30 YEARS
 LX5103'STATED THAT THIS LIGHT WAS BUILT AROUND 1925.  CAUTION SHOULD
 LX5103'BE EXERCISED IN THE USE OF THIS POSITION.
 LX5103'
 LX5103'THE LIGHT IS LOCATED ON THE SOUTH END OF THE ROLLING MILL DIKE
 LX5103'IN THE THAMES RIVER.  THE LIGHT IS LOCATED ON THE TOP OF A
 LX5103'BLACK STEEL SKELETON TOWER WITH A WHITE STEEL PYRAMIDAL BOX AT
 LX5103'ITS BASE ON A CONCRETE FOUNDATION.
 LX5103
 LX5103                          STATION RECOVERY (1966)
 LX5103
 LX5103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5103'RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION BY G.F.W. IS
 LX5103'ADEQUATE.  IT IS NOTED THAT THE POSITION SHOULD BE USED WITH
 LX5103'CAUTION.
 LX5103'
 LX5103'THIS IS NOW PERCHE ROCK LIGHT 33.
 LX5103
 LX5103                          STATION RECOVERY (1984)
 LX5103
 LX5103'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5103'PERCH ROCK, LIGHT NO. 13 THE ORIGINAL DESCRIPTION DESCRIBES A BLACK
 LX5103'STEEL TOWER.  THIS HAS BEEN DESTROYED AND REPLACED BY A 4 X 4 INCH
 LX5103'SQUARE STEEL COLUMN TEN FEET LONG ANCHORED ON ORIGINAL FOUNDATION.
 LX5103'WHITE LIGHT FLASHING 4 SECONDS, 24 FEET ABOVE MEAN LOW WATER.
 LX5103'
 LX5103'BELOW LIGHT ARE TWO, THREE FOOT SQUARE DAY MARKERS PAINTED GREEN
 LX5103'WITH NUMERALS 33, ONE FACING NORTH AND ONE FACING SOUTH.  A WHITE
 LX5103'PLASTIC RECTANGULAR BOX IS ATTACHED TO COLUMN TWO FEET ABOVE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6022 ***********************************************************************
 LX6022  DESIGNATION -  PHELPS
 LX6022  PID         -  LX6022
 LX6022  STATE/COUNTY-  CT/MIDDLESEX
 LX6022  USGS QUAD   -  DEEP RIVER (1971)
 LX6022
 LX6022                         *CURRENT SURVEY CONTROL
 LX6022  ___________________________________________________________________
 LX6022* NAD 83(1996)-  41 26 47.78842(N)    072 27 06.23107(W)     ADJUSTED  
 LX6022* NAVD 88     -        51.     (meters)     167.     (feet)  SCALED    
 LX6022  ___________________________________________________________________
 LX6022  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX6022  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX6022
 LX6022  HORZ ORDER  -  THIRD
 LX6022
 LX6022.The horizontal coordinates were established by classical geodetic methods
 LX6022.and adjusted by the National Geodetic Survey in August 1998..
 LX6022
 LX6022.The orthometric height was scaled from a topographic map.
 LX6022
 LX6022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6022
 LX6022.The geoid height was determined by GEOID03.
 LX6022
 LX6022;                    North         East     Units Scale Factor Converg.
 LX6022;SPC CT       -   220,552.290   329,724.944   MT  0.99998429   +0 11 52.0
 LX6022;SPC CT       -   723,595.30  1,081,772.59   sFT  0.99998429   +0 11 52.0
 LX6022;UTM  18      - 4,591,471.179   712,869.010   MT  1.00015768   +1 41 14.6
 LX6022
 LX6022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6022!SPC CT       -   0.99999676  x   0.99998429  =   0.99998105
 LX6022!UTM  18      -   0.99999676  x   1.00015768  =   1.00015443
 LX6022
 LX6022|---------------------------------------------------------------------|
 LX6022| PID    Reference Object                     Distance      Geod. Az  |
 LX6022|                                                           dddmmss.s |
 LX6022| CZ7744 PHELPS RM 2                           1.093 METERS 06904     |
 LX6022| LX6023 FRANCIS CHIMNEY                     APPROX. 2.0 KM 1781645.0 |
 LX6022| LX6059 WAYS CHIMNEY                        489.067 METERS 1991458.8 |
 LX6022| LX6061 EDDY ROCK LIGHT                     APPROX. 1.2 KM 2083530.1 |
 LX6022| LX6076 BITGOODS CHIMNEY                    APPROX. 1.3 KM 2181841.0 |
 LX6022| LX6048 HAVEMEYERS CHIMNEY                  APPROX. 1.4 KM 2394401.6 |
 LX6022| LX6082 BISHOPS CHIMNEY                     APPROX. 1.5 KM 2482902.7 |
 LX6022| LX6034 TYLERS CUPOLA                       APPROX. 2.1 KM 2800223.3 |
 LX6022| LX6045 TYLERS GABLE                        APPROX. 1.5 KM 2895630.5 |
 LX6022| CZ7743 PHELPS RM 1                           0.380 METERS 34213     |
 LX6022|---------------------------------------------------------------------|
 LX6022
 LX6022                          SUPERSEDED SURVEY CONTROL
 LX6022
 LX6022  NAD 83(1992)-  41 26 47.78762(N)    072 27 06.23082(W) AD(       ) 3
 LX6022  NAD 83(1986)-  41 26 47.78941(N)    072 27 06.23354(W) AD(       ) 3
 LX6022  NAD 27      -  41 26 47.43000(N)    072 27 07.93800(W) AD(       ) 3
 LX6022
 LX6022.Superseded values are not recommended for survey control.
 LX6022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6022.See file dsdata.txt to determine how the superseded data were derived.
 LX6022
 LX6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1286991471(NAD 83)
 LX6022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6022_SETTING: 66 = SET IN ROCK OUTCROP
 LX6022_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6022+STABILITY: POSITION/ELEVATION WELL
 LX6022
 LX6022  HISTORY     - Date     Condition        Report By
 LX6022  HISTORY     - 1934     MONUMENTED       CGS
 LX6022  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6022
 LX6022                          STATION DESCRIPTION
 LX6022
 LX6022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6022'THIS STATION IS ON THE ROCK LEDGE ESTATE OF GEORGE N. PHELPS ABOUT
 LX6022'3/4 MILE BELOW THE EAST HADDAM PARK WITH THE NATHAN HALE STATUE.  IT
 LX6022'IS ON THE BARE LEDGE BEARING S 60 DEG E (MAGNETIC) FROM THE FRONT
 LX6022'OF PHELPS HOUSE.  A NUMBER OF SCATTERED WELL TRIMMED CEDARS
 LX6022'FURTHER IDENTIFY THE HILL.
 LX6022'
 LX6022'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6022'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE
 LX6022'MARK NO.1 IS A STANDARD BRONZE DISK SET IN A BOULDER AS DESCRIBED
 LX6022'IN NOTE 12C.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET
 LX6022'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6022'
 LX6022'THE VERTICAL FACE OF THE LEDGE TO THE WESTWARD IS ABOUT 20
 LX6022'METERS DISTANT, TO THE SW ABOUT 22 METERS, TO THE SE 13 METERS AND
 LX6022'TO THE S ABOUT 12 METERS.
 LX6022'
 LX6022'REFERENCE MARK NO.1 IS IN A ROUNDED WHITISH BOULDER SLIGHTLY
 LX6022'HIGHER THAN THE STATION.  IT BEARS N (MAGNETIC).
 LX6022'
 LX6022'REFERENCE MARK NO.2 IS IN THE FLAT OUTCROPPING LEDGE TOWARD THE
 LX6022'EASTERLY SIDE OF THE HILL.  IT BEARS N 85 DEG E (MAGNETIC).
 LX6022'
 LX6022'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6022
 LX6022                          STATION RECOVERY (1971)
 LX6022
 LX6022'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6022'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX6022'REACH THE STATION FROM EAST HADDAM AT THE EAST HADDAM BRIDGE OVER
 LX6022'THE CONNECTICUT RIVER GO EAST ON ROUTE 82 (NORWICH ROAD) FOR 0.15
 LX6022'MILE TO CREAMERY ROAD ON THE RIGHT, GO SOUTH FOR 0.3 MILE TO
 LX6022'WHIP-O-WILL TER., CONTINUE STRAIGHT FOR 0.45 MILE TO A 2-STORY
 LX6022'FRAME HOUSE OWNED BY T. MOORE AND FOLLOW SKETCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6018 ***********************************************************************
 LX6018  DESIGNATION -  PHELPS CHIMNEY
 LX6018  PID         -  LX6018
 LX6018  STATE/COUNTY-  CT/MIDDLESEX
 LX6018  USGS QUAD   -  DEEP RIVER (1971)
 LX6018
 LX6018                         *CURRENT SURVEY CONTROL
 LX6018  ___________________________________________________________________
 LX6018* NAD 83(1996)-  41 26 48.87435(N)    072 27 10.17914(W)     ADJUSTED  
 LX6018* NAVD 88     -                                                        
 LX6018  ___________________________________________________________________
 LX6018  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LX6018  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX6018
 LX6018  HORZ ORDER  -  THIRD
 LX6018
 LX6018.The horizontal coordinates were established by classical geodetic methods
 LX6018.and adjusted by the National Geodetic Survey in August 1998..
 LX6018
 LX6018
 LX6018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6018
 LX6018.The geoid height was determined by GEOID03.
 LX6018
 LX6018;                    North         East     Units Scale Factor Converg.
 LX6018;SPC CT       -   220,585.475   329,633.186   MT  0.99998428   +0 11 49.4
 LX6018;SPC CT       -   723,704.18  1,081,471.54   sFT  0.99998428   +0 11 49.4
 LX6018;UTM  18      - 4,591,501.973   712,776.405   MT  1.00015719   +1 41 12.0
 LX6018
 LX6018                          SUPERSEDED SURVEY CONTROL
 LX6018
 LX6018  NAD 83(1992)-  41 26 48.87355(N)    072 27 10.17889(W) AD(       ) 4
 LX6018  NAD 83(1986)-  41 26 48.87535(N)    072 27 10.18160(W) AD(       ) 4
 LX6018  NAD 27      -  41 26 48.51600(N)    072 27 11.88600(W) AD(       ) 3
 LX6018
 LX6018.Superseded values are not recommended for survey control.
 LX6018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6018.See file dsdata.txt to determine how the superseded data were derived.
 LX6018
 LX6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1277691502(NAD 83)
 LX6018
 LX6018  HISTORY     - Date     Condition        Report By
 LX6018  HISTORY     - 1934     MONUMENTED       CGS
 LX6018  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6018
 LX6018                          STATION DESCRIPTION
 LX6018
 LX6018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6018'THE ROCK LEDGE ESTATE OF GEORGE N. PHELPS IS AT THE END OF A
 LX6018'PRIVATE RIGHT-OF-WAY 3/4 MILE BELOW EAST HADDAM HIGHWAY BRIDGE.  IT
 LX6018'IS ON A CONSIDERABLE ELEVATION ABOVE THE RIVER MEADOWS.  THE
 LX6018'HOUSE IS T-SHAPED IN PLAN AND 1-1/2 STORIES HIGH.  BROAD GAMBREL
 LX6018'ROOFED GABLES FACE N AND S AND A-GABLES E AND W.  TWO CHIMNEYS
 LX6018'SHOW--ONE AT THE S GABLE OF THE MAIN HOUSE AND ONE AT THE
 LX6018'RIDGEPOLE OF THE WING IN LINE WITH THE E SIDE OF THE MAIN
 LX6018'HOUSE.
 LX6018'
 LX6018'THE HOUSE IS WHITE CLAPBOARDED AT FIRST FLOOR WITH GRAY
 LX6018'SHINGLED GABLES.
 LX6018'
 LX6018'CENTER IS THE CENTER LINE OF THE CHIMNEY AT THE S GABLE.
 LX6018
 LX6018                          STATION RECOVERY (1948)
 LX6018
 LX6018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6018'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3469 ***********************************************************************
 LX3469  DESIGNATION -  PICKETT
 LX3469  PID         -  LX3469
 LX3469  STATE/COUNTY-  CT/LITCHFIELD
 LX3469  USGS QUAD   -  WINSTED (1984)
 LX3469
 LX3469                         *CURRENT SURVEY CONTROL
 LX3469  ___________________________________________________________________
 LX3469* NAD 83(1996)-  41 54 44.53714(N)    073 04 11.92750(W)     ADJUSTED  
 LX3469* NAVD 88     -       361.2    (meters)    1185.     (feet)  VERTCON   
 LX3469  ___________________________________________________________________
 LX3469  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LX3469  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX3469
 LX3469  HORZ ORDER  -  FIRST
 LX3469
 LX3469.The horizontal coordinates were established by classical geodetic methods
 LX3469.and adjusted by the National Geodetic Survey in August 1998..
 LX3469
 LX3469.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3469
 LX3469.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3469
 LX3469.The geoid height was determined by GEOID03.
 LX3469
 LX3469;                    North         East     Units Scale Factor Converg.
 LX3469;SPC CT       -   272,288.851   278,253.623   MT  1.00000495   -0 12 43.8
 LX3469;SPC CT       -   893,334.34    912,903.76   sFT  1.00000495   -0 12 43.8
 LX3469;SPC MA M     -   852,535.087    69,757.999   MT  0.99997714   -1 03 16.6
 LX3469;SPC MA M     - 2,797,025.53    228,864.37   sFT  0.99997714   -1 03 16.6
 LX3469;UTM  18      - 4,641,848.179   660,062.099   MT  0.99991526   +1 17 22.2
 LX3469
 LX3469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3469!SPC CT       -   0.99994789  x   1.00000495  =   0.99995284
 LX3469!SPC MA M     -   0.99994789  x   0.99997714  =   0.99992503
 LX3469!UTM  18      -   0.99994789  x   0.99991526  =   0.99986316
 LX3469
 LX3469|---------------------------------------------------------------------|
 LX3469| PID    Reference Object                     Distance      Geod. Az  |
 LX3469|                                                           dddmmss.s |
 LX3469| LX3476 PICKETT RM 3                        104.480 METERS 05723     |
 LX3469| CB4128 PICKETT RM 1                         20.341 METERS 05928     |
 LX3469| LX7285 BARBER RESET                        APPROX.12.0 KM 1023310.7 |
 LX3469| CB4129 PICKETT RM 2                         23.090 METERS 14033     |
 LX3469| CB4127 PICKETT AZ MK                                      3552339.5 |
 LX3469|---------------------------------------------------------------------|
 LX3469
 LX3469                          SUPERSEDED SURVEY CONTROL
 LX3469
 LX3469  NAD 83(1996)-  41 54 44.53702(N)    073 04 11.92764(W) AD(       ) 1
 LX3469  NAD 83(1992)-  41 54 44.53779(N)    073 04 11.92824(W) AD(       ) 1
 LX3469  NAD 83(1992)-  41 54 44.53839(N)    073 04 11.92878(W) AD(       ) 1
 LX3469  NAD 83(1986)-  41 54 44.53796(N)    073 04 11.92965(W) AD(       ) 1
 LX3469  NAD 27      -  41 54 44.19000(N)    073 04 13.53900(W) AD(       ) 1
 LX3469  NGVD 29 (07/19/86)  361.4    (m)         1186.     (f) VERT ANG       
 LX3469
 LX3469.Superseded values are not recommended for survey control.
 LX3469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3469.See file dsdata.txt to determine how the superseded data were derived.
 LX3469
 LX3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6006241848(NAD 83)
 LX3469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3469_SETTING: 66 = SET IN ROCK OUTCROP
 LX3469
 LX3469  HISTORY     - Date     Condition        Report By
 LX3469  HISTORY     - 1938     MONUMENTED       CTGS
 LX3469  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX3469  HISTORY     - 1980     GOOD             NGS
 LX3469
 LX3469                          STATION DESCRIPTION
 LX3469
 LX3469'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3469'STATION IS 30 FEET SOUTH OF 16-INCH WHITE BIRCH AMONGST
 LX3469'20-INCH PINES AND 30-INCH OAKS, AND IS STAMPED PICKETT-1938.
 LX3469'
 LX3469'TO REACH FROM THE RAILROAD STATION IN WINSTED, GO SOUTH UPHILL
 LX3469'ON BRIDGE STREET FOR 0.2 MILE TO INTERSECTION OF BRIDGE AND LEWIS
 LX3469'STREETS.  TURN LEFT (EAST) AND GO THRU WOODEN ARCHWAY TURNING
 LX3469'RIGHT (SOUTH) ON OTHER SIDE OF ARCHWAY.  FOLLOW BLAZED TRAIL
 LX3469'OF WOODS ROAD 0.2 MILE TO END OF TRUCK TRAVEL.  CONTINUE ON
 LX3469'BLAZED TRAIL 200 YARDS TO ROCK LEDGE AND STATION ON SUMMIT.
 LX3469'
 LX3469'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX3469'LEDGE, NOTES 2 AND 12A.
 LX3469'
 LX3469'REFERENCE MARK NO.1 IS IN THE SAME LEDGE AS STATION DISK (ON
 LX3469'NORTHEAST END), 66.89 FEET NORTHEAST OF STATION, AND IS STAMPED
 LX3469'PICKETT-1938-NO.1.  REFERENCE MARK NO.2 IS 76.00 FEET SOUTHEAST
 LX3469'OF STATION, AND STAMPED PICKETT-1938-NO.2.
 LX3469'
 LX3469'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3469
 LX3469                          STATION RECOVERY (1971)
 LX3469
 LX3469'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX3469'STATION PICKETT 1938, AND TWO RMS RECOVERED IN GOOD CONDITION.
 LX3469'
 LX3469'TO REACH FROM THE INTERSECTION OF RT. 44 (MAIN ST.) AND BRIDGE
 LX3469'ST. IN WINSTED, GO SOUTH UP HILL ON BRIDGE ST. FOR 0.23 MILE
 LX3469'TO INTERSECTION OF BRIDGE AND LEWIS STREETS.  TURN LEFT (E),
 LX3469'JUST PAST CL AND P POLE 2675 AND JUST NORTH OF 1-1/2 STORY
 LX3469'STUCCO HOUSE.  DRIVE UP OLD PAVED ROAD 180 FT TO OLD WOOD
 LX3469'TRAIL INTERSECTION.  PARK TRUCK HERE.  FOLLOW WOOD ROAD TRAIL
 LX3469'UP SOUTHERLY FOR ABOUT 200 PACES (2-1/2 MINUTE WALKING TIME) TO
 LX3469'A Y IN TRAIL.  BEAR RIGHT AT BLAZED DYING 36 IN BEECHNUT
 LX3469'TREE, AND CONTINUE UPHILL ABOUT 5 MINUTES TO HIGH LEDGE
 LX3469'OUCROPPING ON LEFT WHERE TRAIL SEEMS TO END.  GO S.W. FROM THIS
 LX3469'POINT UPHILL FOR ABOUT TWO MINUTES TO THE TOP OF HILL AND
 LX3469'STATION SITE.
 LX3469
 LX3469                          STATION RECOVERY (1980)
 LX3469
 LX3469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3469'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3469'IN GOOD CONDITION.  DIFFERENCES OF 0.049 METER SHORTER TO
 LX3469'REFERENCE MARK 1 AND 0.012 METER SHORTER TO REFERENCE MARK 2
 LX3469'WAS NOTED AND VERIFIED.  THE ANGLE BETWEEN THE REFERENCE MARKS
 LX3469'COMPARED FAVORABLY WITH PREVIOUS DATA.  DUE TO RECONNAISSANCE
 LX3469'NOT RECOVERING THE OLD STATION AND ROCK FORMATION AT THE
 LX3469'OLD STATION WHEN IT WAS RECOVERED, REFERENCE MARK 3 WAS
 LX3469'ESTABLISHED AND OCCUPIED AT THIS TIME.  AN ELECTRONIC DISTANCE
 LX3469'MEASUREMENT TIE WAS MADE TO PICKETT CTGS 1938 RM 3.  A COMPLETE
 LX3469'NEW DESCRIPTION FOLLOWS.
 LX3469'
 LX3469'THE STATION IS LOCATED ABOUT 1.2 KM (3/4 MI) SOUTH OF WINSTED,
 LX3469'0.4 KM (0.25 MI) WEST OF STATE HIGHWAY 8 ON HIGHEST
 LX3469'PART OF MOUNTAIN.
 LX3469'OWNERSHIP--MR. JOSEPH S. COLABELLA, 72 MOUNTAIN AVENUE, WINSTED,
 LX3469'CT 06098, PHONE 203-379-6496.
 LX3469'
 LX3469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX3469'STATE HIGHWAYS 183 AND 8 NORTH IN WINSTED, GO WEST ON
 LX3469'HIGHWAYS 44 AND 183 FOR 0.6 KM (0.4 MI) TO BRIDGE STREET.  TURN
 LX3469'LEFT, SOUTH, UPHILL ON BRIDGE STREET FOR 0.4 KM (0.25 MI) TO
 LX3469'LEWIS STREET ON THE RIGHT AND A DIRT ROAD ON THE LEFT BETWEEN
 LX3469'A FRAME AND A STUCCO HOUSE.  TURN LEFT, EAST, ON DIRT ROAD
 LX3469'UPHILL FOR 0.2 KM (0.1 MI) TO A WOODS ROAD RIGHT.  TURN
 LX3469'RIGHT,
 LX3469'SOUTH, AND THEN EAST FOR 0.2 KM (0.1 MI) TO A WOODS ROAD RIGHT.
 LX3469'TURN RIGHT, SOUTHERLY, UPHILL ON WOODS ROAD FOR
 LX3469'0.6 KM (0.35 MI) TO REFERENCE MARK 3 ON THE LEFT AND END OF
 LX3469'TRUCK TRAVEL.  PACK SOUTHERLY FOR ABOUT 5 MINUTES TO HIGHEST
 LX3469'PART OF MOUNTAIN AND STATION IN BEDROCK.
 LX3469'
 LX3469'THE STATION IS A STANDARD CGS DISK
 LX3469'STAMPED---PICKETT 1938---,
 LX3469'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3469'2.6 METERS (8.5 FT) SOUTHWEST FROM A 20 CM DIAMETER TREE WHICH
 LX3469'HAS A TRIANGULAR BLAZE, AND
 LX3469'2.6 METERS (8.5 FT) NORTHWEST FROM A 15 CM DIAMETER TREE WHICH
 LX3469'HAS A TRIANGULAR BLAZE.
 LX3469'
 LX3469'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX3469'STAMPED---PICKETT NO 1 1938---,
 LX3469'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3469'11.3 METERS (37.1 FT) EAST-SOUTHEAST FROM A 20 CM OAK TREE WITH A
 LX3469'TRIANGULAR BLAZE AND
 LX3469'3.3 METERS (10.8 FT) SOUTH FROM A 30 CM OAK TREE WITH TRIANGULAR
 LX3469'BLAZE AND FOUR TRUNKED.
 LX3469'MARK IS BELOW STATION 1.0 METERS.
 LX3469'
 LX3469'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX3469'STAMPED---PICKETT NO 2 1938---,
 LX3469'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3469'6.8 METERS (22.3 FT) NORTH-NORTHWEST FROM A 30 CM OAK TREE WITH
 LX3469'TRIANGULAR BLAZE,
 LX3469'5.9 METERS (19.4 FT) SOUTHEAST FROM A 30 CM PINE TREE WITH
 LX3469'TRIANGULAR BLAZE, AND
 LX3469'5.2 METERS (17.1 FT) WEST-SOUTHWEST FROM THE WEST EDGE
 LX3469'OF A LARGE BOULDER.
 LX3469'MARK IS BELOW STATION 0.5 METER.
 LX3469'
 LX3469'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3469'STAMPED---PICKETT NO 3 1980---,
 LX3469'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3469'15.1 METERS (49.5 FT) SOUTHEAST FROM THE APPROXIMATE CENTER AND
 LX3469'END OF A WOODS ROAD,
 LX3469'12.2 METERS (40.0 FT) EAST FROM A PACK TRAIL, AND
 LX3469'1.5 METERS (4.9 FT) WEST FROM A METAL POST SET IN A ROCK.
 LX3469'MARK IS LEVEL WITH STATION.
 LX3469'
 LX3469'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE LINE BLOCKED BY
 LX3469'TREES.  NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX3469'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX3469'
 LX3469'DESCRIBED BY K.R. WALLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3476 ***********************************************************************
 LX3476  DESIGNATION -  PICKETT RM 3
 LX3476  PID         -  LX3476
 LX3476  STATE/COUNTY-  CT/LITCHFIELD
 LX3476  USGS QUAD   -  WINSTED (1984)
 LX3476
 LX3476                         *CURRENT SURVEY CONTROL
 LX3476  ___________________________________________________________________
 LX3476* NAD 83(1996)-  41 54 46.36201(N)    073 04 08.10850(W)     ADJUSTED  
 LX3476* NAVD 88     -       356.5    (meters)    1170.     (feet)  VERTCON   
 LX3476  ___________________________________________________________________
 LX3476  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LX3476  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX3476
 LX3476  HORZ ORDER  -  FIRST
 LX3476
 LX3476.The horizontal coordinates were established by classical geodetic methods
 LX3476.and adjusted by the National Geodetic Survey in August 1998..
 LX3476
 LX3476.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3476
 LX3476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3476
 LX3476.The geoid height was determined by GEOID03.
 LX3476
 LX3476;                    North         East     Units Scale Factor Converg.
 LX3476;SPC CT       -   272,344.829   278,341.842   MT  1.00000501   -0 12 41.3
 LX3476;SPC CT       -   893,517.99    913,193.19   sFT  1.00000501   -0 12 41.3
 LX3476;SPC MA M     -   852,589.760    69,847.029   MT  0.99997709   -1 03 14.0
 LX3476;SPC MA M     - 2,797,204.90    229,156.46   sFT  0.99997709   -1 03 14.0
 LX3476;UTM  18      - 4,641,906.444   660,148.813   MT  0.99991560   +1 17 24.8
 LX3476
 LX3476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3476!SPC CT       -   0.99994863  x   1.00000501  =   0.99995364
 LX3476!SPC MA M     -   0.99994863  x   0.99997709  =   0.99992572
 LX3476!UTM  18      -   0.99994863  x   0.99991560  =   0.99986423
 LX3476
 LX3476:                Primary Azimuth Mark                     Grid Az
 LX3476:SPC CT       -  PLACE                                    132 59 23.0
 LX3476:SPC MA M     -  PLACE                                    133 49 55.7
 LX3476:UTM  18      -  PLACE                                    131 29 16.9
 LX3476
 LX3476|---------------------------------------------------------------------|
 LX3476| PID    Reference Object                     Distance      Geod. Az  |
 LX3476|                                                           dddmmss.s |
 LX3476| LX3472 PLACE                               APPROX. 5.9 KM 1324641.7 |
 LX3476| LX3469 PICKETT                             104.480 METERS 23724     |
 LX3476| LX3482 WINSTED AM TEL KCD 67 MICRO         APPROX. 4.2 KM 2472856.2 |
 LX3476|---------------------------------------------------------------------|
 LX3476
 LX3476                          SUPERSEDED SURVEY CONTROL
 LX3476
 LX3476  NAD 83(1996)-  41 54 46.36189(N)    073 04 08.10864(W) AD(       ) 1
 LX3476  NAD 83(1992)-  41 54 46.36265(N)    073 04 08.10924(W) AD(       ) 1
 LX3476  NAD 83(1992)-  41 54 46.36326(N)    073 04 08.10978(W) AD(       ) 1
 LX3476  NAD 83(1986)-  41 54 46.36304(N)    073 04 08.11020(W) AD(       ) 1
 LX3476  NAD 27      -  41 54 46.01487(N)    073 04 09.72010(W) AD(       ) 1
 LX3476  NGVD 29 (07/19/86)  356.7    (m)         1170.     (f) VERT ANG       
 LX3476
 LX3476.Superseded values are not recommended for survey control.
 LX3476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3476.See file dsdata.txt to determine how the superseded data were derived.
 LX3476
 LX3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6014941906(NAD 83)
 LX3476_MARKER: DR = REFERENCE MARK DISK
 LX3476_SETTING: 66 = SET IN ROCK OUTCROP
 LX3476
 LX3476  HISTORY     - Date     Condition        Report By
 LX3476  HISTORY     - 1980     MONUMENTED       NGS
 LX3476
 LX3476                          STATION DESCRIPTION
 LX3476
 LX3476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3476'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) EAST-NORTHEAST OF
 LX3476'THE SMALL VILLAGE OF WINCHESTER, 1.2 KM (3/4 MI) SOUTH OF WINSTED,
 LX3476'0.4 KM (1/4 MI) WEST OF STATE HIGHWAY 8 AND IN THICK WOODS ON
 LX3476'THE EAST SIDE OF A HILL.
 LX3476'OWNERSHIP--MR. JOSEPH S. COLABELLA, 72 MOUNTAIN AVENUE, WINSTED,
 LX3476'CT 06098, PHONE 203-379-6496.
 LX3476'
 LX3476'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX3476'STATE HIGHWAYS 183 AND 8 NORTH IN WINSTED, GO WEST ON HIGHWAYS
 LX3476'44 AND 183 FOR 0.6 KM (0.4 MI) TO BRIDGE STREET.  TURN LEFT AND
 LX3476'GO SOUTH ACROSS A BRIDGE FOR 0.4 KM (0.25 MI) TO LEWIS
 LX3476'STREET ON THE RIGHT AND A GRAVEL ROAD LEFT.  TURN LEFT GOING
 LX3476'EAST ON THE GRAVEL ROAD FOR 0.2 KM (0.1 MI) TO A WOODS ROAD RIGHT.
 LX3476'TURN RIGHT AND GO UPHILL, SOUTH, THEN EAST FOR 0.2 KM (0.1 MI)
 LX3476'TO A LOGGING ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON LOGGING
 LX3476'ROAD FOR 0.6 KM (0.35 MI) TO THE END OF ROAD AND THE STATION ON
 LX3476'LEFT IN A LARGE ROCK OUTCROP.
 LX3476'(NOTE A FOUR-WHEEL-DRIVE IS NEEDED.)
 LX3476'
 LX3476'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX3476'STAMPED---PICKETT NO 3 1980---,
 LX3476'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3476'15.1 METERS (49.5 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 LX3476'WOODS ROAD THAT ENDS AT THE STATION,
 LX3476'12.2 METERS (40.0 FT) EAST FROM A PACK TRAIL, AND
 LX3476'1.5 METERS (4.9 FT) WEST FROM A METAL POST SET IN A ROCK.
 LX3476'
 LX3476'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.8 METERS.
 LX3476'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED DUE TO ROCK
 LX3476'FORMATION AT THE OLD STATION.  AN ELECTRONIC DISTANCE
 LX3476'MEASUREMENT CONNECTION WAS MADE TO PICKETT CTGS 1938.
 LX3476'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 LX3476'
 LX3476'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6976 ***********************************************************************
 LX6976  DESIGNATION -  PIERSON
 LX6976  PID         -  LX6976
 LX6976  STATE/COUNTY-  CT/MIDDLESEX
 LX6976  USGS QUAD   -  MIDDLETOWN (1992)
 LX6976
 LX6976                         *CURRENT SURVEY CONTROL
 LX6976  ___________________________________________________________________
 LX6976* NAD 83(1996)-  41 36 36.66894(N)    072 39 30.24130(W)     ADJUSTED  
 LX6976* NAVD 88     -        63.     (meters)     207.     (feet)  SCALED    
 LX6976  ___________________________________________________________________
 LX6976  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX6976  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX6976
 LX6976  HORZ ORDER  -  THIRD
 LX6976
 LX6976.The horizontal coordinates were established by classical geodetic methods
 LX6976.and adjusted by the National Geodetic Survey in August 1998..
 LX6976
 LX6976.The orthometric height was scaled from a topographic map.
 LX6976
 LX6976.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6976
 LX6976.The geoid height was determined by GEOID03.
 LX6976
 LX6976;                    North         East     Units Scale Factor Converg.
 LX6976;SPC CT       -   238,680.661   312,435.727   MT  0.99998403   +0 03 38.6
 LX6976;SPC CT       -   783,071.47  1,025,049.55   sFT  0.99998403   +0 03 38.6
 LX6976;UTM  18      - 4,609,145.443   695,111.276   MT  1.00006849   +1 33 19.6
 LX6976
 LX6976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6976!SPC CT       -   0.99999479  x   0.99998403  =   0.99997882
 LX6976!UTM  18      -   0.99999479  x   1.00006849  =   1.00006328
 LX6976
 LX6976:                Primary Azimuth Mark                     Grid Az
 LX6976:SPC CT       -  EDGEWOOD CLUB HOUSE GABLE                032 56 13.7
 LX6976:UTM  18      -  EDGEWOOD CLUB HOUSE GABLE                031 26 32.7
 LX6976
 LX6976|---------------------------------------------------------------------|
 LX6976| PID    Reference Object                     Distance      Geod. Az  |
 LX6976|                                                           dddmmss.s |
 LX6976| LX7044 EDGEWOOD CLUB HOUSE GABLE           APPROX. 2.9 KM 0325952.3 |
 LX6976| CZ7746 PIERSON RM 2                         60.580 METERS 12237     |
 LX6976| LX6900 PORTLAND CONG CHURCH                APPROX. 3.5 KM 1263637.6 |
 LX6976| LX6964 CROMWELL PIERSONS STACK             APPROX. 1.0 KM 1323231.7 |
 LX6976| LX6968 CROMWELL CONG CH TOWER              APPROX. 1.8 KM 1444645.6 |
 LX6976| LX6949 PORTLAND METH EPIS CH SPIRE         APPROX. 3.8 KM 1471813.9 |
 LX6976| LX6954 PORTLAND EPIS CHURCH SPIRE          APPROX. 3.9 KM 1502004.1 |
 LX6976| LX6953 PORTLAND CATHOLIC CH SPIRE          APPROX. 4.6 KM 1552236.6 |
 LX6976| LX6944 MIDDLETOWN STATE HOSPITAL STK       APPROX. 6.9 KM 1591310.6 |
 LX6976| LX6969 CROMWELL ROMAN CATH CHURCH          APPROX. 1.2 KM 1680402.8 |
 LX6976| LX6966 MIDDLETOWN SOUTH CONG CH SPIRE      APPROX. 6.0 KM 1710921.4 |
 LX6976| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX. 5.6 KM 1734254.4 |
 LX6976| LX6962 ST MARYS CHURCH TOWER               APPROX. 6.2 KM 1735743.8 |
 LX6976| LX6970 MIDDLETOWN CATH CHURCH SPIRE        APPROX. 4.9 KM 1743454.8 |
 LX6976| LX6971 CROMWELL PIERSONS SHORT STACK       APPROX. 1.1 KM 1744249.3 |
 LX6976| LX6973 MIDDLETOWN REMINGTON STACK          APPROX. 4.3 KM 1773727.2 |
 LX6976| LX6974 MIDDLETOWN WESLEYAN CHAPEL          APPROX. 6.1 KM 1780418.6 |
 LX6976| LX6972 WESLEYAN STACK                      APPROX. 6.0 KM 1783354.5 |
 LX6976| CZ7745 PIERSON RM 1                         82.560 METERS 18041     |
 LX6976| LX6975 CROMWELL AIRWAY BEACON               84.129 METERS 18227     |
 LX6976| LX6979 CROMWELL SWEDISH ORPHAN SILO        APPROX. 1.3 KM 1931612.0 |
 LX6976| LX6959 MIDDLETOWN RUSSELLS ELEV TANK       APPROX. 4.7 KM 2251447.3 |
 LX6976| LX6992 MIDDLETOWN TUTTLE BRICK CO STK      APPROX. 2.6 KM 2253507.0 |
 LX6976| LX7038 ROCKY HILL STARON SILO              APPROX. 5.6 KM 3414926.3 |
 LX6976| LX6978 HOFMANS BARN CUPOLA                 APPROX. 1.3 KM 3464734.3 |
 LX6976|---------------------------------------------------------------------|
 LX6976
 LX6976                          SUPERSEDED SURVEY CONTROL
 LX6976
 LX6976  NAD 83(1992)-  41 36 36.66833(N)    072 39 30.24134(W) AD(       ) 3
 LX6976  NAD 83(1986)-  41 36 36.67027(N)    072 39 30.24317(W) AD(       ) 3
 LX6976  NAD 27      -  41 36 36.30700(N)    072 39 31.91000(W) AD(       ) 3
 LX6976
 LX6976.Superseded values are not recommended for survey control.
 LX6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6976.See file dsdata.txt to determine how the superseded data were derived.
 LX6976
 LX6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9511109145(NAD 83)
 LX6976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6976+STABILITY: SURFACE MOTION
 LX6976
 LX6976  HISTORY     - Date     Condition        Report By
 LX6976  HISTORY     - 1935     MONUMENTED       CGS
 LX6976  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6976  HISTORY     - 1960     SEE DESCRIPTION  AMS
 LX6976
 LX6976                          STATION DESCRIPTION
 LX6976
 LX6976'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6976'THE STATION IS REACHED FROM THE CONGREGATIONAL CHURCH IN
 LX6976'CROMWELL.  GO NORTHERLY 1.25 MILES ON ROUTE 9 TO EVERGREEN
 LX6976'ROAD.  GO WESTERLY 0.2 MILE, TURN SOUTHERLY AND GO 0.2 MILE TO A
 LX6976'PRIVATE ROAD.  TURN RIGHT ON THE PRIVATE ROAD AND GO TO THE TOP
 LX6976'OF THE HILL NEAR THE AIRWAY BEACON.  IT IS MARKED BY A STANDARD
 LX6976'DISK SET IN THE TOP OF A 12-BY 12- BY 30-INCH CONCRETE BLOCK 1
 LX6976'FOOT BELOW THE SURFACE OF THE GROUND.  THE SUB-SURFACE MARK IS
 LX6976'A STANDARD DISK SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE
 LX6976'BASE OF THE SURFACE MARK.
 LX6976'
 LX6976'SURFACE, STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 LX6976'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX6976'
 LX6976'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6976'THE NORTHEASTERLY CORNER OF THE CONCRETE BASE OF THE AIRWAY
 LX6976'BEACON AND IS S 10 DEG W OF THE STATION.  REFERENCE MARK NO. 2 IS A
 LX6976'STANDARD DISK SET IN THE TOP OF A CONCRETE POST NEAR THE BASE
 LX6976'OF A 10-INCH HICKORY TREE WHICH IS THE MOST WESTERLY OF A SMALL
 LX6976'GROUP OF TREES.  IT IS S 46 DEG E OF THE STATION.  ALL MARKS ARE
 LX6976'ON THE PROPERTY OF A.N. PIERSON INC.
 LX6976'
 LX6976'HEIGHT OF SIGNAL ABOVE STATION MARK - 7 METERS.
 LX6976
 LX6976                          STATION RECOVERY (1948)
 LX6976
 LX6976'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6976'THIS STATION AND REFERENCE MARK 2 HAVE BEEN DESTROYED.  REFERENCE
 LX6976'MARK 1 REMAINS AT THE NE LEG OF THE CROMWELL AIRWAY BEACON.
 LX6976
 LX6976                          STATION RECOVERY (1960)
 LX6976
 LX6976'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 LX6976'SUBSURFACE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6516 ***********************************************************************
 LX6516  DESIGNATION -  PIERSON COLLEGE TOWER
 LX6516  PID         -  LX6516
 LX6516  STATE/COUNTY-  CT/NEW HAVEN
 LX6516  USGS QUAD   -  NEW HAVEN (1984)
 LX6516
 LX6516                         *CURRENT SURVEY CONTROL
 LX6516  ___________________________________________________________________
 LX6516* NAD 83(1996)-  41 18 36.93695(N)    072 55 54.15542(W)     ADJUSTED  
 LX6516* NAVD 88     -                                                        
 LX6516  ___________________________________________________________________
 LX6516  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 LX6516  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6516
 LX6516  HORZ ORDER  -  THIRD
 LX6516
 LX6516.The horizontal coordinates were established by classical geodetic methods
 LX6516.and adjusted by the National Geodetic Survey in August 1998..
 LX6516
 LX6516
 LX6516.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6516
 LX6516.The geoid height was determined by GEOID03.
 LX6516
 LX6516;                    North         East     Units Scale Factor Converg.
 LX6516;SPC CT       -   205,382.534   289,584.486   MT  0.99999070   -0 07 13.7
 LX6516;SPC CT       -   673,825.86    950,078.43   sFT  0.99999070   -0 07 13.7
 LX6516;SPC NY L     -   127,541.956   389,458.203   MT  1.00002711   +0 41 55.5
 LX6516;SPC NY L     -   418,443.90  1,277,747.45   sFT  1.00002711   +0 41 55.5
 LX6516;UTM  18      - 4,575,263.177   673,133.037   MT  0.99996891   +1 21 56.5
 LX6516
 LX6516                          SUPERSEDED SURVEY CONTROL
 LX6516
 LX6516  NAD 83(1992)-  41 18 36.93600(N)    072 55 54.15526(W) AD(       ) 4
 LX6516  NAD 83(1986)-  41 18 36.93831(N)    072 55 54.15953(W) AD(       ) 4
 LX6516  NAD 27      -  41 18 36.59800(N)    072 55 55.79000(W) AD(       ) 3
 LX6516
 LX6516.Superseded values are not recommended for survey control.
 LX6516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6516.See file dsdata.txt to determine how the superseded data were derived.
 LX6516
 LX6516_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7313375263(NAD 83)
 LX6516
 LX6516  HISTORY     - Date     Condition        Report By
 LX6516  HISTORY     - 1933     MONUMENTED       CGS
 LX6516  HISTORY     - 1984     GOOD             USPSQD
 LX6516
 LX6516                          STATION DESCRIPTION
 LX6516
 LX6516'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6516'THIS IS THE TOWER ON PIERSON COLLEGE, YALE UNIVERSITY, LOCATED
 LX6516'ABOUT MIDWAY OF THE BLOCK BETWEEN PARK AND YORK STREETS.
 LX6516'
 LX6516'THE TOWER IS WHITE WITH SHUTTERED OPENINGS NEAR THE TOP.  THE
 LX6516'DOME-SHAPED ROOF IS GILDED AND HAS AN ELABORATE WEATHER VANE.
 LX6516'
 LX6516'THE TOWER IS ABOUT 61.5 METERS SE OF CENTER LINE OF PARK STREET.
 LX6516'
 LX6516'CENTER IS THE AXIS OF THE WEATHER VANE.
 LX6516'
 LX6516'THERE IS A LOWER, SOMEWHAT SIMILAR TOWER DIRECTLY ON THE PARK
 LX6516'STREET FRONT OF PIERSON COLLEGE.
 LX6516'
 LX6516'TOWER IS 145 FEET TALL.
 LX6516
 LX6516                          STATION RECOVERY (1984)
 LX6516
 LX6516'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6516'TOWER VISIBLE AND IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6756 ***********************************************************************
 LX6756  DESIGNATION -  PILGARD
 LX6756  PID         -  LX6756
 LX6756  STATE/COUNTY-  CT/HARTFORD
 LX6756  USGS QUAD   -  GLASTONBURY (1992)
 LX6756
 LX6756                         *CURRENT SURVEY CONTROL
 LX6756  ___________________________________________________________________
 LX6756* NAD 83(1996)-  41 41 07.48147(N)    072 34 13.16984(W)     ADJUSTED  
 LX6756* NAVD 88     -       161.     (meters)     528.     (feet)  SCALED    
 LX6756  ___________________________________________________________________
 LX6756  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX6756  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6756
 LX6756  HORZ ORDER  -  SECOND
 LX6756
 LX6756.The horizontal coordinates were established by classical geodetic methods
 LX6756.and adjusted by the National Geodetic Survey in August 1998..
 LX6756
 LX6756.The orthometric height was scaled from a topographic map.
 LX6756
 LX6756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6756
 LX6756.The geoid height was determined by GEOID03.
 LX6756
 LX6756;                    North         East     Units Scale Factor Converg.
 LX6756;SPC CT       -   247,047.095   319,759.708   MT  0.99998664   +0 07 08.9
 LX6756;SPC CT       -   810,520.34  1,049,078.31   sFT  0.99998664   +0 07 08.9
 LX6756;UTM  18      - 4,617,701.089   702,215.057   MT  1.00010322   +1 36 59.0
 LX6756
 LX6756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6756!SPC CT       -   0.99997942  x   0.99998664  =   0.99996606
 LX6756!UTM  18      -   0.99997942  x   1.00010322  =   1.00008264
 LX6756
 LX6756:                Primary Azimuth Mark                     Grid Az
 LX6756:SPC CT       -  S MANCHESTER CHENEY BROS STACK           021 19 28.5
 LX6756:UTM  18      -  S MANCHESTER CHENEY BROS STACK           019 49 38.4
 LX6756
 LX6756|---------------------------------------------------------------------|
 LX6756| PID    Reference Object                     Distance      Geod. Az  |
 LX6756|                                                           dddmmss.s |
 LX6756| LX6588 S MANCHESTER CHENEY BROS STACK      APPROX. 9.7 KM 0212637.4 |
 LX6756| CZ7749 PILGARD RM 3 AZIMUTH                               0993851.3 |
 LX6756| CZ7748 PILGARD RM 2                         21.720 METERS 10857     |
 LX6756| LX6776 GLASTONBURY OLDS GABLE              APPROX. 1.3 KM 2013013.1 |
 LX6756| CZ7747 PILGARD RM 1                         17.480 METERS 22242     |
 LX6756| LX7064 ROCKY HILL STANDPIPE                APPROX. 7.1 KM 2384502.5 |
 LX6756| LX7016 ROCKY HILL VETERANS TANK            APPROX. 7.5 KM 2460542.4 |
 LX6756| LX7032 ROCKY HILL CHUWS SILO               APPROX.10.3 KM 2572327.6 |
 LX6756| LX7026 ROCKY HILL HOLLYWOOD CLUB GAB       APPROX. 8.1 KM 2605917.2 |
 LX6756| LX7039 WETHERSFIELD COUNTRY CLUB FLAG      APPROX. 8.8 KM 2724959.3 |
 LX6756| LX7055 PRATT WHITNEY S YELLOW PYLON        APPROX. 5.2 KM 2735859.8 |
 LX6756| LX7029 CEDAR CREST SANITARIUM TANK         APPROX.11.9 KM 2815515.8 |
 LX6756| LX7057 PRATT WHITNEY N RED PYLON           APPROX. 5.5 KM 2824521.8 |
 LX6756| LX7040 WETHERSFIELD RIDGE RD SCH CUP       APPROX.10.1 KM 2825410.7 |
 LX6756| LX7104 PRESS BARN BAR REAR RANGE LT        APPROX. 5.8 KM 2844455.0 |
 LX6756| LX7103 PRESS BARN BAR FRONT RANGE LT       APPROX. 5.8 KM 2850708.9 |
 LX6756| LX7013 WETHERSFIELD SCHOOL CUPOLA          APPROX. 8.3 KM 2892652.8 |
 LX6756| LX6765 MOSLEYS SILO                        APPROX. 3.2 KM 2894226.4 |
 LX6756| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 7.5 KM 2941038.1 |
 LX6756| LX7045 CYS HOLLOW BAR FRONT RANGE LT       APPROX. 6.4 KM 2973600.8 |
 LX6756| LX7048 CYS HOLLOW BAR REAR RANGE LT        APPROX. 6.4 KM 2974609.2 |
 LX6756| LX6772 GLASTONBURY CONSILID CIGAR CUP      APPROX. 3.4 KM 2983706.4 |
 LX6756| LX7049 PRATT WHITNEY N YELLOW PYLON        APPROX. 6.6 KM 3012619.1 |
 LX6756| LX6637 HARTFORD GAS HOLDER                 APPROX.14.0 KM 3021334.7 |
 LX6756| LX6779 GLASTONBURY PHELPS COAL A FRAM      APPROX. 5.1 KM 3070951.3 |
 LX6756| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 4.1 KM 3092159.7 |
 LX6756| LX6640 HARTFORD BOARD OF TRADE STACK       APPROX.13.4 KM 3092954.4 |
 LX6756| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX.24.6 KM 3092953.0 |
 LX6756| LX6781 NAUBUC FACTORY SMOKESTACK           APPROX. 5.2 KM 3105311.9 |
 LX6756| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX.12.8 KM 3131342.1 |
 LX6756| LX6670 HARTFORD LIGHT CO WEST TOWER        APPROX.10.4 KM 3153605.0 |
 LX6756| LX6660 TRAVELERS TOWER                     APPROX.12.2 KM 3155325.1 |
 LX6756| LX6671 HARTFORD LIGHT CO EAST TOWER        APPROX.10.4 KM 3181956.5 |
 LX6756| LX7070 EAST HARTFORD HOCKONUM ME CH        APPROX. 7.4 KM 3192816.7 |
 LX6756| LX6784 GLASTONBURY ST MARKS CH TWR         APPROX. 5.4 KM 3203938.4 |
 LX6756| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX. 8.4 KM 3205459.6 |
 LX6756| LX7046 E HARTFORD PRATT WHITNEY STACK      APPROX. 9.0 KM 3214018.2 |
 LX6756| LX7050 HARTFORD PRATT WHITNEY TANK         APPROX. 9.0 KM 3215101.0 |
 LX6756| LX6625 EAST HARTFORD CONG CH TOWER         APPROX.11.1 KM 3262737.3 |
 LX6756| LX6629 EAST HARTFORD FIRST NATL TANK       APPROX.11.8 KM 3343322.3 |
 LX6756|---------------------------------------------------------------------|
 LX6756
 LX6756                          SUPERSEDED SURVEY CONTROL
 LX6756
 LX6756  NAD 83(1996)-  41 41 07.48091(N)    072 34 13.16999(W) AD(       ) 2
 LX6756  NAD 83(1992)-  41 41 07.48099(N)    072 34 13.16986(W) AD(       ) 2
 LX6756  NAD 83(1992)-  41 41 07.48260(N)    072 34 13.17166(W) AD(       ) 2
 LX6756  NAD 83(1986)-  41 41 07.48277(N)    072 34 13.17150(W) AD(       ) 2
 LX6756  NAD 27      -  41 41 07.11970(N)    072 34 14.84997(W) AD(       ) 2
 LX6756
 LX6756.Superseded values are not recommended for survey control.
 LX6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6756.See file dsdata.txt to determine how the superseded data were derived.
 LX6756
 LX6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0221517701(NAD 83)
 LX6756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6756_SETTING: 66 = SET IN ROCK OUTCROP
 LX6756_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6756+STABILITY: POSITION/ELEVATION WELL
 LX6756
 LX6756  HISTORY     - Date     Condition        Report By
 LX6756  HISTORY     - 1935     MONUMENTED       CGS
 LX6756  HISTORY     - 1970     SEE DESCRIPTION  CTGS
 LX6756
 LX6756                          STATION DESCRIPTION
 LX6756
 LX6756'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6756'TO REACH STATION GO 3.0 MILES SOUTHERLY FROM THE INTERSECTION
 LX6756'OF ROUTES 14 AND 2 IN SOUTH GLASTONBURY.  TURN WESTWARD INTO
 LX6756'AN APPLE ORCHARD AND CONTINUE 0.8 MILE THROUGH ORCHARD TO
 LX6756'STATION.  THE STATION IS ON THE HIGHEST PART OF THE HILL, IN A
 LX6756'EDGE FLAT WITH THE GROUND.  IT IS A STANDARD DISK SET IN A DRILL
 LX6756'HOLE.
 LX6756'
 LX6756'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6756'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 LX6756'IN THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARK NO.1 AND
 LX6756'REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN
 LX6756'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.  REFERENCE MARK
 LX6756'NO. 3 IS A STANDARD BRONZE DISK SET IN A BOULDER AS DESCRIBED
 LX6756'IN NOTE 12C.
 LX6756'
 LX6756'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6756'AN OUTCROPPING LEDGE 17.48 METERS, S 50 DEG W OF THE STATION.
 LX6756'
 LX6756'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6756'OUTCROPPING LEDGE 21.72 METERS, S 50 DEG E OF STATION.
 LX6756'
 LX6756'REFERENCE MARK NO.3 (AZIMUTH) IS A STANDARD DISK SET IN A VERY
 LX6756'CONSPICUOUS WHITE EMBEDDED BOULDER (10 BY 8 FEET BY 9 FEET)
 LX6756'APPROXIMATELY 1500 FEET SE OF STATION.
 LX6756'
 LX6756'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 LX6756
 LX6756                          STATION RECOVERY (1970)
 LX6756
 LX6756'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1970 (BGW)
 LX6756'PILGARD THE STATION AND RMS WERE RECOVERED IN GOOD CONDITION.
 LX6756'
 LX6756'TO REACH THE STATION GO 2.85 MILE SOUTHERLY FROM THE
 LX6756'TRAFFIC ROTARY IN THE CENTER OF GLASTONBURY AT THE INTERSECTION
 LX6756'OF MAIN ST. (RTE 17) AND NEW LONDON TURNPIKE (RTE 2) TO
 LX6756'CIDER MILL RD., TURN RIGHT (SOUTHEAST) AND GO 0.4 MILE TO WEST
 LX6756'LEDGE RD., TURN RIGHT (WEST) 300 FEET TO STATION PILGARD,
 LX6756'WHICH IS APPROXIMATELY 110 FEET EAST OF THE CENTER-LINE OF
 LX6756'WESTLEDGE RD. DIRECTLY UNDER A STONEWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6478 ***********************************************************************
 LX6478  DESIGNATION -  PILGRIM CHURCH SPIRE
 LX6478  PID         -  LX6478
 LX6478  STATE/COUNTY-  CT/NEW HAVEN
 LX6478  USGS QUAD   -  NEW HAVEN (1984)
 LX6478
 LX6478                         *CURRENT SURVEY CONTROL
 LX6478  ___________________________________________________________________
 LX6478* NAD 83(1996)-  41 18 27.77211(N)    072 53 07.27665(W)     ADJUSTED  
 LX6478* NAVD 88     -                                                        
 LX6478  ___________________________________________________________________
 LX6478  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6478  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX6478
 LX6478  HORZ ORDER  -  THIRD
 LX6478
 LX6478.The horizontal coordinates were established by classical geodetic methods
 LX6478.and adjusted by the National Geodetic Survey in August 1998..
 LX6478
 LX6478
 LX6478.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6478
 LX6478.The geoid height was determined by GEOID03.
 LX6478
 LX6478;                    North         East     Units Scale Factor Converg.
 LX6478;SPC CT       -   205,092.680   293,465.759   MT  0.99999088   -0 05 23.1
 LX6478;SPC CT       -   672,874.90    962,812.24   sFT  0.99999088   -0 05 23.1
 LX6478;SPC NY L     -   127,307.603   393,343.363   MT  1.00002675   +0 43 44.7
 LX6478;SPC NY L     -   417,675.03  1,290,494.02   sFT  1.00002675   +0 43 44.7
 LX6478;UTM  18      - 4,575,074.081   677,020.470   MT  0.99998566   +1 23 46.5
 LX6478
 LX6478                          SUPERSEDED SURVEY CONTROL
 LX6478
 LX6478  NAD 83(1992)-  41 18 27.77119(N)    072 53 07.27649(W) AD(       ) 4
 LX6478  NAD 83(1986)-  41 18 27.77353(N)    072 53 07.27984(W) AD(       ) 4
 LX6478  NAD 27      -  41 18 27.42571(N)    072 53 08.91506(W) AD(       ) 3
 LX6478
 LX6478.Superseded values are not recommended for survey control.
 LX6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6478.See file dsdata.txt to determine how the superseded data were derived.
 LX6478
 LX6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7702075074(NAD 83)
 LX6478
 LX6478  HISTORY     - Date     Condition        Report By
 LX6478  HISTORY     - 1933     MONUMENTED       CGS
 LX6478  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6478  HISTORY     - 1984     GOOD             USPSQD
 LX6478  HISTORY     - 1989     GOOD             USPSQD
 LX6478
 LX6478                          STATION DESCRIPTION
 LX6478
 LX6478'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6478'THIS STATION IS VERY CLOSE TO FAIR HAVEN SECOND CONGREGATIONAL
 LX6478'CHURCH OF THE 1875 WORK.  THE CHURCH IS LOCATED AT THE SW CORNER
 LX6478'OF E GRAND AVENUE AND LENOX STREET IN THE FAIR HAVEN SECTION
 LX6478'OF THE CITY.  THE MAIN PART OF THE CHURCH IS BUILT OF RED-BRICK
 LX6478'AND HAS A WOODEN SHINGLED ROOF.  THE SPIRE IS WOOD SHINGLED OVER
 LX6478'A STEEL FRAME.  THE SHINGLES ARE PAINTED WHITE.  THE LOWER PART
 LX6478'OF THE SPIRE IS SQUARE WITH FOUR SHUTTERED OPENINGS AT THE
 LX6478'BELFRY.  ABOVE THE BELFRY THE SPIRE IS CIRCULAR IN SECTION.
 LX6478'THE SPIRE ENDS IN A GILDED WEATHER VANE.  THIS VANE IS 150 FEET
 LX6478'ABOVE THE STREET.
 LX6478'
 LX6478'CENTER IS THE AXIS OF THE VANE.
 LX6478
 LX6478                          STATION RECOVERY (1976)
 LX6478
 LX6478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6478'THE STATION IS THE APEX OF THE SPIRE ATOP THE EAST HAVEN
 LX6478'PILGRIM CHURCH.  IT IS WHITE IN COLOR AND IS ABOUT 90 FEET
 LX6478'HIGH.  THIS STATION WAS DESCRIBED IN 1933 AS PILGRIM CHURCH
 LX6478'SPIRE.
 LX6478'
 LX6478'THE STATION IS LOCATED AT THE INTERSECTION OF GRAND AVENUE
 LX6478'AND LENOX STREET IN EAST HAVEN.
 LX6478'
 LX6478'DESCRIBED BY V.D. NOVAK.
 LX6478
 LX6478                          STATION RECOVERY (1984)
 LX6478
 LX6478'RECOVERY NOTE BY US POWER SQUADRON 1984 (RHM)
 LX6478'STATION RECOVERED GOOD.
 LX6478'
 LX6478'THE DESCRIPTION BY GCM IN 1933 IS COMPLETE EXCEPT THAT THE
 LX6478'SPIRE IS NOW TOPPED BY A FINIAL AND THE WEATHERVANE IS NO
 LX6478'LONGER IN PLACE.  THE DATE OF ITS REMOVAL IS UNKNOWN.
 LX6478
 LX6478                          STATION RECOVERY (1989)
 LX6478
 LX6478'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHM)
 LX6478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5266 ***********************************************************************
 LX5266  DESIGNATION -  PILING
 LX5266  PID         -  LX5266
 LX5266  STATE/COUNTY-  CT/NEW LONDON
 LX5266  USGS QUAD   -  NEW LONDON (1984)
 LX5266
 LX5266                         *CURRENT SURVEY CONTROL
 LX5266  ___________________________________________________________________
 LX5266* NAD 83(1996)-  41 18 17.81005(N)    072 00 22.69034(W)     ADJUSTED  
 LX5266* NAVD 88     -                                                        
 LX5266  ___________________________________________________________________
 LX5266  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 LX5266  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX5266
 LX5266  HORZ ORDER  -  THIRD
 LX5266
 LX5266.The horizontal coordinates were established by classical geodetic methods
 LX5266.and adjusted by the National Geodetic Survey in August 1998..
 LX5266
 LX5266
 LX5266.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5266
 LX5266.The geoid height was determined by GEOID03.
 LX5266
 LX5266;                    North         East     Units Scale Factor Converg.
 LX5266;SPC CT       -   205,044.486   367,081.104   MT  0.99999107   +0 29 35.2
 LX5266;SPC CT       -   672,716.78  1,204,331.92   sFT  0.99999107   +0 29 35.2
 LX5266;UTM  18      - 4,576,933.939   750,625.390   MT  1.00037311   +1 58 37.4
 LX5266;UTM  19      - 4,576,970.450   248,319.161   MT  1.00037963   -1 59 07.4
 LX5266
 LX5266                          SUPERSEDED SURVEY CONTROL
 LX5266
 LX5266  NAD 83(1992)-  41 18 17.80874(N)    072 00 22.68949(W) AD(       ) 4
 LX5266  NAD 83(1986)-  41 18 17.80978(N)    072 00 22.69370(W) AD(       ) 4
 LX5266  NAD 27      -  41 18 17.46100(N)    072 00 24.42000(W) AD(       ) 3
 LX5266
 LX5266.Superseded values are not recommended for survey control.
 LX5266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5266.See file dsdata.txt to determine how the superseded data were derived.
 LX5266
 LX5266_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5062576934(NAD 83)
 LX5266_MARKER: 11 = PILING
 LX5266
 LX5266  HISTORY     - Date     Condition        Report By
 LX5266  HISTORY     - 1954     FIRST OBSERVED   CGS
 LX5266  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX5266  HISTORY     - 1984     GOOD             USPSQD
 LX5266  HISTORY     - 1989     GOOD             USPSQD
 LX5266
 LX5266                          STATION DESCRIPTION
 LX5266
 LX5266'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5266'THE STATION IS LEANING PILING CLUSTER IN FISHERS ISLAND SOUND,
 LX5266'200 YD. S OF GROTON LONG POINT.  THE POINT SIGHTED ON IS THE
 LX5266'TOP OF THE HIGHEST PILING.
 LX5266'
 LX5266'THIS IS AN INTERSECTION STATION.
 LX5266
 LX5266                          STATION RECOVERY (1966)
 LX5266
 LX5266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5266'PILING ARE NOW LEANING APPROX. 45 DEGREES OUT OF VERTICAL--STATION
 LX5266'RECOMMENDED DESTROYED.
 LX5266'
 LX5266'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5266'AT GROTON LONG POINT.
 LX5266
 LX5266                          STATION RECOVERY (1984)
 LX5266
 LX5266'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5266'THE STATION IS STILL A LEANING PILING AND WAS RECOVERED AS
 LX5266'DESCRIBED.
 LX5266
 LX5266                          STATION RECOVERY (1989)
 LX5266
 LX5266'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5465 ***********************************************************************
 LX5465  DESIGNATION -  PINE
 LX5465  PID         -  LX5465
 LX5465  STATE/COUNTY-  CT/NEW LONDON
 LX5465  USGS QUAD   -  NIANTIC (1983)
 LX5465
 LX5465                         *CURRENT SURVEY CONTROL
 LX5465  ___________________________________________________________________
 LX5465* NAD 83(1996)-  41 20 52.26714(N)    072 10 53.84159(W)     ADJUSTED  
 LX5465* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5465  ___________________________________________________________________
 LX5465  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LX5465  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5465
 LX5465  HORZ ORDER  -  SECOND
 LX5465
 LX5465.The horizontal coordinates were established by classical geodetic methods
 LX5465.and adjusted by the National Geodetic Survey in August 1998..
 LX5465
 LX5465.The orthometric height was scaled from a topographic map.
 LX5465
 LX5465.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5465
 LX5465.The geoid height was determined by GEOID03.
 LX5465
 LX5465;                    North         East     Units Scale Factor Converg.
 LX5465;SPC CT       -   209,697.877   352,367.950   MT  0.99998837   +0 22 36.7
 LX5465;SPC CT       -   687,983.78  1,156,060.52   sFT  0.99998837   +0 22 36.7
 LX5465;SPC NY L     -   132,751.052   452,176.389   MT  1.00003259   +1 11 21.7
 LX5465;SPC NY L     -   435,534.08  1,483,515.37   sFT  1.00003259   +1 11 21.7
 LX5465;UTM  18      - 4,581,205.935   735,791.568   MT  1.00028428   +1 51 45.9
 LX5465
 LX5465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5465!SPC CT       -   1.00000483  x   0.99998837  =   0.99999320
 LX5465!SPC NY L     -   1.00000483  x   1.00003259  =   1.00003742
 LX5465!UTM  18      -   1.00000483  x   1.00028428  =   1.00028911
 LX5465
 LX5465:                Primary Azimuth Mark                     Grid Az
 LX5465:SPC CT       -  MINOR                                    023 04 22.3
 LX5465:SPC NY L     -  MINOR                                    022 15 37.3
 LX5465:UTM  18      -  MINOR                                    021 35 13.1
 LX5465
 LX5465|---------------------------------------------------------------------|
 LX5465| PID    Reference Object                     Distance      Geod. Az  |
 LX5465|                                                           dddmmss.s |
 LX5465| LX5468 MINOR                               APPROX. 0.5 KM 0232659.0 |
 LX5465| LX5470 OSWEG                               361.041 METERS 08151     |
 LX5465| CZ7750 PINE RM 1                            15.720 METERS 22610     |
 LX5465| CZ7751 PINE RM 2                            18.430 METERS 30026     |
 LX5465|---------------------------------------------------------------------|
 LX5465
 LX5465                          SUPERSEDED SURVEY CONTROL
 LX5465
 LX5465  NAD 83(1992)-  41 20 52.26605(N)    072 10 53.84090(W) AD(       ) 2
 LX5465  NAD 83(1986)-  41 20 52.26739(N)    072 10 53.84533(W) AD(       ) 2
 LX5465  NAD 27      -  41 20 51.93000(N)    072 10 55.57100(W) AD(       ) 2
 LX5465
 LX5465.Superseded values are not recommended for survey control.
 LX5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5465.See file dsdata.txt to determine how the superseded data were derived.
 LX5465
 LX5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3579281206(NAD 83)
 LX5465_MARKER: DS = TRIANGULATION STATION DISK
 LX5465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5465+STABILITY: SURFACE MOTION
 LX5465
 LX5465  HISTORY     - Date     Condition        Report By
 LX5465  HISTORY     - 1934     MONUMENTED       CGS
 LX5465  HISTORY     - 1939     MARK NOT FOUND   USE
 LX5465  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5465
 LX5465                          STATION DESCRIPTION
 LX5465
 LX5465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5465'THE STATION IS LOCATED ON THE E SIDE OF SANDY POINT ON WHAT IS
 LX5465'KNOWN LOCALLY AS PINE POINT, ON THE W SHORE OF THE E FORK OF
 LX5465'THE NIANTIC RIVER.  THIS SIDE OF THE POINT IS HEAVILY WOODED
 LX5465'WITH PINE TREES.  THE STATION IS MARKED BY A STANDARD DISC SET
 LX5465'IN THE TOP OF A 10- BY 10- BY 30-INCH CONCRETE POST 1.8 METERS
 LX5465'N OF A SEA WALL THAT RUNS ALONG THE S END OF THE POINT.  THE
 LX5465'SUB-SURFACE MARK IS A STANDARD DISC SET IN AN IRREGULAR MASS OF
 LX5465'CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX5465'
 LX5465'SURFACE, UNDERGROUND AND REFERENCE MARK NO.2 ARE STANDARD
 LX5465'BRONZE DISCS SET IN CONCRETE.
 LX5465'
 LX5465'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN A DRILL HOLE IN
 LX5465'THE SEA WALL SOUTHWESTERLY OF THE STATION.  REFERENCE MARK NO.2
 LX5465'IS A STANDARD DISC SET IN THE TOP OF A 10- BY 10- BY 30-INCH
 LX5465'CONCRETE POST NORTHWESTERLY OF THE STATION.
 LX5465'
 LX5465'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5465
 LX5465                          STATION RECOVERY (1939)
 LX5465
 LX5465'RECOVERY NOTE BY US ENGINEERS 1939
 LX5465'STATION AND ONE REFERENCE MARK WERE DESTROYED BY STORM WAVE
 LX5465'ACCOMPANYING THE HURRICANE OF SEPTEMBER 1938.
 LX5465
 LX5465                          STATION RECOVERY (1954)
 LX5465
 LX5465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5465'STATION SURFACE MARK AND REFERENCE MARK 1 HAVE BEEN DESTROYED
 LX5465'BY EROSION.  THE SUBSURFACE MARK AND REFERENCE MARK 2 WERE
 LX5465'RECOVERED.  THE PUBLISHED DESCRIPTION IS ADEQUATE FOR THEIR
 LX5465'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6893 ***********************************************************************
 LX6893  DESIGNATION -  PINE HILL
 LX6893  PID         -  LX6893
 LX6893  STATE/COUNTY-  CT/MIDDLESEX
 LX6893  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6893
 LX6893                         *CURRENT SURVEY CONTROL
 LX6893  ___________________________________________________________________
 LX6893* NAD 83(1996)-  41 36 37.51234(N)    072 32 10.40039(W)     ADJUSTED  
 LX6893* NAVD 88     -       278.9    (meters)     915.     (feet)  VERTCON   
 LX6893  ___________________________________________________________________
 LX6893  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX6893  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX6893
 LX6893  HORZ ORDER  -  SECOND
 LX6893
 LX6893.The horizontal coordinates were established by classical geodetic methods
 LX6893.and adjusted by the National Geodetic Survey in August 1998..
 LX6893
 LX6893.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6893
 LX6893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6893
 LX6893.The geoid height was determined by GEOID03.
 LX6893
 LX6893;                    North         East     Units Scale Factor Converg.
 LX6893;SPC CT       -   238,724.676   322,619.570   MT  0.99998404   +0 08 30.3
 LX6893;SPC CT       -   783,215.87  1,058,461.04   sFT  0.99998404   +0 08 30.3
 LX6893;UTM  18      - 4,609,455.138   705,291.618   MT  1.00011866   +1 38 12.0
 LX6893
 LX6893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6893!SPC CT       -   0.99996090  x   0.99998404  =   0.99994494
 LX6893!UTM  18      -   0.99996090  x   1.00011866  =   1.00007955
 LX6893
 LX6893:                Primary Azimuth Mark                     Grid Az
 LX6893:SPC CT       -  CHESTNUT HILL                            137 19 57.5
 LX6893:UTM  18      -  CHESTNUT HILL                            135 50 15.8
 LX6893
 LX6893|---------------------------------------------------------------------|
 LX6893| PID    Reference Object                     Distance      Geod. Az  |
 LX6893|                                                           dddmmss.s |
 LX6893| LX4900 CHESTNUT HILL                       APPROX.13.0 KM 1372827.8 |
 LX6893| LX6966 MIDDLETOWN SOUTH CONG CH SPIRE      APPROX.11.0 KM 2370635.3 |
 LX6893| LX6974 MIDDLETOWN WESLEYAN CHAPEL          APPROX.11.7 KM 2384325.2 |
 LX6893| LX6977 MIDDLETOWN INDIAN HILL CEM HSE      APPROX.12.2 KM 2394145.8 |
 LX6893| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX.11.1 KM 2394711.5 |
 LX6893| LX6900 PORTLAND CONG CHURCH                APPROX. 7.7 KM 2535207.1 |
 LX6893| LX6968 CROMWELL CONG CH TOWER              APPROX. 9.3 KM 2604006.3 |
 LX6893| LX6989 BECKWITH HILL FLAG IN TREE          APPROX. 9.4 KM 2690929.8 |
 LX6893| LX7017 WETHERSFIELD FLAGSTAFF              APPROX.14.9 KM 3193434.5 |
 LX6893| LX7018 WETHERSFIELD FIRST CONG CH          APPROX.14.9 KM 3194330.3 |
 LX6893|---------------------------------------------------------------------|
 LX6893
 LX6893                          SUPERSEDED SURVEY CONTROL
 LX6893
 LX6893  NAD 83(1992)-  41 36 37.51176(N)    072 32 10.40037(W) AD(       ) 2
 LX6893  NAD 83(1986)-  41 36 37.51365(N)    072 32 10.40215(W) AD(       ) 2
 LX6893  NAD 27      -  41 36 37.14688(N)    072 32 12.08562(W) AD(       ) 2
 LX6893  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 LX6893
 LX6893.Superseded values are not recommended for survey control.
 LX6893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6893.See file dsdata.txt to determine how the superseded data were derived.
 LX6893
 LX6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0529209455(NAD 83)
 LX6893
 LX6893  HISTORY     - Date     Condition        Report By
 LX6893  HISTORY     - 1875     MONUMENTED       CGS
 LX6893  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX6893  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6893  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6893  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6893
 LX6893                          STATION DESCRIPTION
 LX6893
 LX6893'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX6893'ON A THICKLY WOODED HILL NEAR THE DIVIDING LINE BETWEEN PORTLAND
 LX6893'AND CHATHAM TOWNSHIPS, 3-1/4 MILES NW OF THE TOWN OF EAST
 LX6893'HAMPTON.  THE HILL IS OWNED BY DE WITT CLINTON NORCOTT.  THE
 LX6893'ROAD LEADING TO THIS STATION IS NOTHING BUT A FOREST PATH,
 LX6893'VERY ROUGH AND UNFIT FOR CARRIAGE TRAVEL.  MR. NORCOTTS HOUSE
 LX6893'IS 3/4 MILE SE OF THE STATION.  STATION MARKED IN 1875 BY A
 LX6893'DRILL HOLE IN SURFACE OF A SLOPING ROCK 1 FOOT 4 INCHES UNDER
 LX6893'GROUND.  ON THE SURFACE THE MARK IS A DRILL HOLE IN A
 LX6893'SOMEWHAT OVAL ROCK.  DISTANCE FROM STATION TO TOP OF A LARGE ROCK
 LX6893'7 FEET LONG BY 3 FEET 8 INCHES HIGH, NW, 12 FEET 1-1/2 INCHES, TO
 LX6893'TOP OF ROCK NE, 19 FEET 3-1/2 INCHES.  IN 1891 STATION WAS
 LX6893'RECOVERED AS DESCRIBED.
 LX6893
 LX6893                          STATION RECOVERY (1935)
 LX6893
 LX6893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6893'STATION WAS RECOVERED AS DESCRIBED.
 LX6893'
 LX6893'A LOOKOUT TOWER OF THE STATE FOREST SERVICE HAS BEEN ERECTED
 LX6893'CLOSE TO THE STATION MARK.  THIS TOWER PREVENTS USE OF THE OLD
 LX6893'MARK.  A NEW STATION WAS ESTABLISHED NEARBY.  SEE DESCRIPTION
 LX6893'FOR TRIANGULATION STATION MESHOMASIC 1935.  STANDARD STATION MARK
 LX6893'WAS ESTABLISHED IN THE DRILL HOLE IN THE SUB-SURFACE MARK.
 LX6893'BOULDER WAS REPLACED AS A SURFACE MARK.
 LX6893
 LX6893                          STATION RECOVERY (1971)
 LX6893
 LX6893'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6893'THE STATION WAS LOCATED BUT THE BOULDER BEARING THE SURFACE MARK
 LX6893'APPEARS TO HAVE TIPPED.  THE BOULDER IS BURIED UNDER THE ROTTED
 LX6893'WOODEN REMAINS OF THE FIRE TOWER.  THE DISK IS IN GOOD CONDITION.
 LX6893
 LX6893                          STATION RECOVERY (1978)
 LX6893
 LX6893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6893'THE UNDERGROUND DISK WAS RECOVERED AND FOUND TO BE IN GOOD
 LX6893'CONDITION.  A TRAVERSE CONNECTION USING STANDARDIZED TAPES
 LX6893'WAS MADE TO TRIANGULATION STATION MESHOMASIC 1935.  A SURFACE
 LX6893'MARK WAS ESTABLISHED
 LX6893'AT THIS TIME AND A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6893'
 LX6893'THE STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF
 LX6893'MARLBOROUGH, 5-1/2 MILES NORTHEAST OF PORTLAND, 2-1/2 MILES
 LX6893'NORTHWEST OF EAST HAMPTON, AND ON STATE OWNED PROPERTY.
 LX6893'
 LX6893'TO REACH THE STATION FROM THE POST OFFICE IN EAST HAMPTON
 LX6893'GO NORTH ON MAIN STREET FOR 0.4 MILE TO THE JUNCTION OF
 LX6893'STATE HIGHWAY 66.  CONTINUE NORTH ON MAIN STREET FOR 1.0
 LX6893'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON CLARK HILL
 LX6893'ROAD FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LX6893'NORTH ON MIDWOOD FARM ROAD FOR 0.95 MILE TO END OF PAVEMENT.
 LX6893'CONTINUE NORTHERLY ON TRACK ROAD FOR 0.15 MILE TO THE NORTH
 LX6893'END OF HULSEMAN POND.  CONTINUE ON THE TRACK ROAD GOING NORTH
 LX6893'AND WEST AROUND THE NORTH END OF THE POND FOR 0.25 MILE TO
 LX6893'A FORK.  TAKE THE LEFT FORK AND GO WESTERLY FOR 0.3 MILE TO
 LX6893'A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST FOR 0.2 MILE
 LX6893'TO THE TOP OF HILL AND STATION AS DESCRIBED.
 LX6893'
 LX6893'THE STATION MARK, A STANDARD DISK STAMPED---PINE HILL
 LX6893'1875 1978---.  THE SURFACE DISK IS SET IN THE TOP OF A
 LX6893'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 LX6893'INCHES ABOVE THE GROUND SURFACE.
 LX6893'IT IS 3.9 FEET NORTH OF THE NORTHEAST FOUNDATION
 LX6893'OF AN OLD LOOKOUT TOWER,
 LX6893'7 FEET SOUTHWEST OF A 6-INCH OAK TREE, AND 10.9 FEET
 LX6893'EAST OF THE NORTHWEST FOUNDATION.  THE UNDERGROUND MARK
 LX6893'IS A DRILL HOLE FILLED WITH LEAD WITH A CROSS IN THE CENTER
 LX6893'AND IS 24 INCHES BELOW THE GROUND SURFACE.
 LX6893'
 LX6893'DESCRIBED BY PRESTON C. OSLEY JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5203 ***********************************************************************
 LX5203  DESIGNATION -  PINE ISLAND
 LX5203  PID         -  LX5203
 LX5203  STATE/COUNTY-  CT/NEW LONDON
 LX5203  USGS QUAD   -  NEW LONDON (1984)
 LX5203
 LX5203                         *CURRENT SURVEY CONTROL
 LX5203  ___________________________________________________________________
 LX5203* NAD 83(1996)-  41 18 44.18058(N)    072 03 37.07042(W)     ADJUSTED  
 LX5203* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5203  ___________________________________________________________________
 LX5203  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LX5203  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX5203
 LX5203  HORZ ORDER  -  SECOND
 LX5203
 LX5203.The horizontal coordinates were established by classical geodetic methods
 LX5203.and adjusted by the National Geodetic Survey in August 1998..
 LX5203
 LX5203.The orthometric height was scaled from a topographic map.
 LX5203
 LX5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5203
 LX5203.The geoid height was determined by GEOID03.
 LX5203
 LX5203;                    North         East     Units Scale Factor Converg.
 LX5203;SPC CT       -   205,820.479   362,552.975   MT  0.99999057   +0 27 26.3
 LX5203;SPC CT       -   675,262.69  1,189,475.89   sFT  0.99999057   +0 27 26.3
 LX5203;SPC NY L     -   129,018.222   462,415.751   MT  1.00002739   +1 16 07.4
 LX5203;SPC NY L     -   423,287.28  1,517,109.01   sFT  1.00002739   +1 16 07.4
 LX5203;UTM  18      - 4,577,592.634   746,077.007   MT  1.00034530   +1 56 30.0
 LX5203;UTM  19      - 4,577,941.933   243,827.018   MT  1.00040771   -2 01 17.0
 LX5203
 LX5203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5203!SPC CT       -   1.00000392  x   0.99999057  =   0.99999449
 LX5203!SPC NY L     -   1.00000392  x   1.00002739  =   1.00003131
 LX5203!UTM  18      -   1.00000392  x   1.00034530  =   1.00034922
 LX5203!UTM  19      -   1.00000392  x   1.00040771  =   1.00041163
 LX5203
 LX5203|---------------------------------------------------------------------|
 LX5203| PID    Reference Object                     Distance      Geod. Az  |
 LX5203|                                                           dddmmss.s |
 LX5203| LX5391 BATTERY 915 GUN NO 2                 24.585 METERS 09506     |
 LX5203| CZ7752 PINE ISLAND RM 1                     12.252 METERS 18752     |
 LX5203| LX5390 BATTERY 915 GUN NO 1                 13.163 METERS 24448     |
 LX5203| LX5321 AVERY POINT LIGHT                   431.430 METERS 3200752.3 |
 LX5203| CZ7753 PINE ISLAND RM 2                     12.637 METERS 32647     |
 LX5203| LX5209 GROTON CG TRNG STA TANK             APPROX. 0.9 KM 3363547.2 |
 LX5203|---------------------------------------------------------------------|
 LX5203
 LX5203                          SUPERSEDED SURVEY CONTROL
 LX5203
 LX5203  NAD 83(1992)-  41 18 44.17940(N)    072 03 37.06956(W) AD(       ) 2
 LX5203  NAD 83(1986)-  41 18 44.18030(N)    072 03 37.07442(W) AD(       ) 2
 LX5203  NAD 27      -  41 18 43.83000(N)    072 03 38.80400(W) AD(       ) 2
 LX5203
 LX5203.Superseded values are not recommended for survey control.
 LX5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5203.See file dsdata.txt to determine how the superseded data were derived.
 LX5203
 LX5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4607777593(NAD 83)
 LX5203_MARKER: DS = TRIANGULATION STATION DISK
 LX5203_SETTING: 80 = SET IN A BOULDER
 LX5203_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5203+STABILITY: SURFACE MOTION
 LX5203
 LX5203  HISTORY     - Date     Condition        Report By
 LX5203  HISTORY     - 1943     MONUMENTED       CGS
 LX5203  HISTORY     - 1954     GOOD             CGS
 LX5203  HISTORY     - 1960     GOOD             CGS
 LX5203  HISTORY     - 1984     GOOD             USPSQD
 LX5203
 LX5203                          STATION DESCRIPTION
 LX5203
 LX5203'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 LX5203'STATION IS LOCATED ON THE W END OF PINE ISLAND WHICH IS IN
 LX5203'FISHERS SOUND, ABOUT 1/4 MI. SE OF AVERY POINT.  IT IS ABOUT
 LX5203'38 YDS. SE OF THE FIRE CONTROL BUILDING.  IT IS A STANDARD STATION
 LX5203'DISK, STAMPED PINE 1943 AND SET IN A DRILL HOLE IN A ROCK
 LX5203'PROJECTING ABOUT 3 IN.
 LX5203'
 LX5203'REFERENCE MARK 1 IS S-SW OF THE STATION.  IT IS A STANDARD
 LX5203'REFERENCE-MARK DISK, STAMPED PINE NO 1 1943 AND SET IN A DRILL
 LX5203'HOLE IN A ROCK PROJECTING ABOUT 12 IN.
 LX5203'
 LX5203'REFERENCE MARK 2 IS N-NW OF THE STATION.  IT IS A STANDARD
 LX5203'REFERENCE-MARK DISK, STAMPED PINE NO 2 1943 AND SET IN A DRILL
 LX5203'HOLE IN A ROCK PROJECTING ABOUT 6 IN.
 LX5203'
 LX5203'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 LX5203
 LX5203                          STATION RECOVERY (1954)
 LX5203
 LX5203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5203'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  STATION
 LX5203'IS ON THE HIGHEST POINT AT THE SW TIP OF PINE ISLAND.  THE
 LX5203'ORIGINAL DESCRIPTION IS OTHERWISE ADEQUATE AND COMPLETE.  IT
 LX5203'SHOULD BE NOTED THAT WHILE THE STATION IS NAMED PINE ISLAND, THE
 LX5203'STATION AND REFERENCE MARKS ARE STAMPED PINE ONLY.
 LX5203
 LX5203                          STATION RECOVERY (1960)
 LX5203
 LX5203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5203'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LX5203'DISTANCES AND ANGLES TO THE REFERENCE MARKS CHECKED.  THE
 LX5203'FOLLOWING NOTES SHOULD BE ADDED TO THE DESCRIPTION BY F.N. IN 1934.
 LX5203'
 LX5203'THE STATION IS 23.1 METERS NORTHEAST OF THE EAST CORNER OF
 LX5203'A BILLBOARD (U.S. GOV. PROPERTY) ON THE SOUTHWEST CORNER OF THE
 LX5203'ISLAND.
 LX5203'
 LX5203'THE STATION IS 43.0 METERS SOUTHWEST OF A LONE 2 FT
 LX5203'DIAMETER PINE TREE.
 LX5203'
 LX5203'THE FIRE CONTROL BUILDING MENTIONED IN THE DESCRIPTION
 LX5203'NO LONGER EXISTS.
 LX5203
 LX5203                          STATION RECOVERY (1984)
 LX5203
 LX5203'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5203'PINE 1943 FOUND GOOD.
 LX5203'PINE 1943 NO. 1 FOUND GOOD.
 LX5203'PINE 1943 NO. 2 FOUND GOOD (RECOVERED AS DESCRIBED)
 LX5203'CAUTION ADVISED DUE TO HEAVY GROWTH AND OLD FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7293 ***********************************************************************
 LX7293  DESIGNATION -  PINE MTN
 LX7293  PID         -  LX7293
 LX7293  STATE/COUNTY-  CT/LITCHFIELD
 LX7293  USGS QUAD   -  NEW HARTFORD (1984)
 LX7293
 LX7293                         *CURRENT SURVEY CONTROL
 LX7293  ___________________________________________________________________
 LX7293* NAD 83(1996)-  41 58 15.07118(N)    072 55 39.20652(W)     ADJUSTED  
 LX7293* NAVD 88     -       423.3    (meters)    1389.     (feet)  VERTCON   
 LX7293  ___________________________________________________________________
 LX7293  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LX7293  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 LX7293
 LX7293  HORZ ORDER  -  FIRST
 LX7293
 LX7293.The horizontal coordinates were established by classical geodetic methods
 LX7293.and adjusted by the National Geodetic Survey in August 1998..
 LX7293
 LX7293.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7293
 LX7293.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7293
 LX7293.The geoid height was determined by GEOID03.
 LX7293
 LX7293;                    North         East     Units Scale Factor Converg.
 LX7293;SPC CT       -   278,750.561   290,082.966   MT  1.00001221   -0 07 03.8
 LX7293;SPC CT       -   914,534.13    951,713.86   sFT  1.00001221   -0 07 03.8
 LX7293;SPC MA M     -   858,822.092    81,680.598   MT  0.99997255   -0 57 32.2
 LX7293;SPC MA M     - 2,817,652.15    267,980.43   sFT  0.99997255   -0 57 32.2
 LX7293;UTM  18      - 4,648,617.434   671,717.094   MT  0.99996284   +1 23 10.6
 LX7293
 LX7293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7293!SPC CT       -   0.99993812  x   1.00001221  =   0.99995033
 LX7293!SPC MA M     -   0.99993812  x   0.99997255  =   0.99991067
 LX7293!UTM  18      -   0.99993812  x   0.99996284  =   0.99990096
 LX7293
 LX7293:                Primary Azimuth Mark                     Grid Az
 LX7293:SPC CT       -  DONNELLY                                 061 29 55.5
 LX7293:SPC MA M     -  DONNELLY                                 062 20 23.9
 LX7293:UTM  18      -  DONNELLY                                 059 59 41.1
 LX7293
 LX7293|---------------------------------------------------------------------|
 LX7293| PID    Reference Object                     Distance      Geod. Az  |
 LX7293|                                                           dddmmss.s |
 LX7293| LX7247 DONNELLY                            APPROX. 5.3 KM 0612251.7 |
 LX7293| CZ7754 PINE MTN RM 1                        21.841 METERS 16431     |
 LX7293| CZ7755 PINE MTN RM 2                        24.250 METERS 29249     |
 LX7293|---------------------------------------------------------------------|
 LX7293
 LX7293                          SUPERSEDED SURVEY CONTROL
 LX7293
 LX7293  NAD 83(1996)-  41 58 15.07113(N)    072 55 39.20653(W) AD(       ) 1
 LX7293  NAD 83(1992)-  41 58 15.07195(N)    072 55 39.20722(W) AD(       ) 1
 LX7293  NAD 83(1992)-  41 58 15.07224(N)    072 55 39.20757(W) AD(       ) 1
 LX7293  NAD 83(1986)-  41 58 15.07237(N)    072 55 39.20837(W) AD(       ) 1
 LX7293  NAD 27      -  41 58 14.72954(N)    072 55 40.83927(W) AD(       ) 1
 LX7293  NGVD 29 (07/19/86)  423.5    (m)         1389.     (f) VERT ANG       
 LX7293
 LX7293.Superseded values are not recommended for survey control.
 LX7293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7293.See file dsdata.txt to determine how the superseded data were derived.
 LX7293
 LX7293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7171748617(NAD 83)
 LX7293_MARKER: DH = HORIZONTAL CONTROL DISK
 LX7293_SETTING: 66 = SET IN ROCK OUTCROP
 LX7293_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7293+STABILITY: POSITION/ELEVATION WELL
 LX7293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX7293+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 LX7293
 LX7293  HISTORY     - Date     Condition        Report By
 LX7293  HISTORY     - 1980     MONUMENTED       NGS
 LX7293  HISTORY     - 20050902 GOOD             GEOCAC
 LX7293
 LX7293                          STATION DESCRIPTION
 LX7293
 LX7293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7293'THE STATION IS LOCATED ABOUT 3.6 KM (2-1/4 MI) SOUTH-SOUTHWEST
 LX7293'OF EAST HARTLAND, 2.1 KM (1-1/4 MI) EAST OF EAST SHORELINE OF
 LX7293'BARKHAMSTEAD RESERVOIR, 1 KM (0.6 MI) WEST OF STATE
 LX7293'HIGHWAY 179, 0.2 KM (0.1 MI) SOUTH OF THE HARTFORD COUNTY
 LX7293'LINE AND IN TUNXIS STATE FOREST.
 LX7293'OWNERSHIP--STATE OF CONNECTICUT-REGION 1, DEPARTMENT OF
 LX7293'ENVIRONMENTAL PROTECTION, ANTHONY CANTELE, PO BOX
 LX7293'161, PLEASANT VALLEY, CT 06063, PHONE 203-379-0771.
 LX7293'
 LX7293'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND
 LX7293'179 IN EAST HARTLAND, GO SOUTH ON HIGHWAY 179 FOR 3.2 KM (2.0 MI)
 LX7293'TO HAYES ROAD ON THE LEFT.  CONTINUE AHEAD FOR 0.8 KM (0.5 MI)
 LX7293'TO A GRAVEL ROAD RIGHT.  TURN RIGHT, WEST, PASSING THROUGH A
 LX7293'POLE GATE FOR 1.6 KM (1.0 MI) TO A ROAD RIGHT.  CONTINUE AHEAD
 LX7293'WESTERLY FOR 0.4 KM (0.25 MI) TO A TRIANGULAR BLAZED 76 CM
 LX7293'EVERGREEN TREE ON THE LEFT.  TURN LEFT, SOUTH, UPHILL ON
 LX7293'A WOODS ROAD FOR 0.6 KM (0.4 MI) TO THE STATION IN A LARGE ROCK
 LX7293'OUTCROP.
 LX7293'
 LX7293'THE STATION IS A STANDARD NGS DISK
 LX7293'STAMPED---PINE MTN 1980---,
 LX7293'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7293'13.7 METERS (44.9 FT) NORTH-NORTHWEST FROM A TRIANGULAR BLAZED
 LX7293'PINE TREE,
 LX7293'8.9 METERS (29.2 FT) SOUTHWEST FROM THE EDGE OF A DROP OFF, AND
 LX7293'5.3 METERS (17.4 FT) EAST FROM A PACK TRAIL.
 LX7293'
 LX7293'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7293'STAMPED---PINE MTN NO 1 1980---,
 LX7293'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7293'10.1 METERS (33.1 FT) SOUTHWEST FROM A TRIANGULAR BLAZED PINE
 LX7293'TREE,
 LX7293'5.5 METERS (18.0 FT) SOUTHEAST FROM THE CENTER OF WOODS ROAD, AND
 LX7293'2.0 METERS (6.6 FT) WEST FROM A PACK TRAIL.
 LX7293'MARK IS LEVEL WITH STATION.
 LX7293'
 LX7293'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7293'STAMPED---PINE MTN NO 2 1980---,
 LX7293'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7293'18.0 METERS (59.0 FT) NORTH FROM A PACK TRAIL.
 LX7293'MARK IS ABOVE STATION 0.5 METER.
 LX7293'
 LX7293'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE LINE BLOCKED BY
 LX7293'TREES.  NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE
 LX7293'MARK.
 LX7293'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27 METERS.
 LX7293'
 LX7293'DESCRIBED BY K.R. WALLACE.
 LX7293
 LX7293                          STATION RECOVERY (2005)
 LX7293
 LX7293'RECOVERY NOTE BY GEOCACHING 2005 (LJL)
 LX7293'MARK RECOVERED AS DESCRIBED. REFERENCE MARK NUMBER 1 RECOVERED 75 FT
 LX7293'(+/-) SOUTH OF MARK. TREES NO LONGER BLOCKING LINE. INSUFFICIENT
 LX7293'INFORMATION TO RECOVER REFERENCE MARK NUMBER 2.
 LX7293'AREA CODE ON PHONE NUMBER NO LONGER VALID. UPHILL WOODS ROAD BLOCKED
 LX7293'WITH DOWNED TREES. PACK TRAIL FROM SAME LOCATION OPEN. BLAZED WITH
 LX7293'BLUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3397 ***********************************************************************
 LW3397  DESIGNATION -  PINE POINT
 LW3397  PID         -  LW3397
 LW3397  STATE/COUNTY-  CT/NEW LONDON
 LW3397  USGS QUAD   -  MYSTIC (1984)
 LW3397
 LW3397                         *CURRENT SURVEY CONTROL
 LW3397  ___________________________________________________________________
 LW3397* NAD 83(1996)-  41 20 28.65122(N)    071 58 20.21150(W)     ADJUSTED  
 LW3397* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LW3397  ___________________________________________________________________
 LW3397  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LW3397  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3397
 LW3397  HORZ ORDER  -  THIRD
 LW3397
 LW3397.The horizontal coordinates were established by classical geodetic methods
 LW3397.and adjusted by the National Geodetic Survey in August 1998..
 LW3397
 LW3397.The orthometric height was scaled from a topographic map.
 LW3397
 LW3397.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3397
 LW3397.The geoid height was determined by GEOID03.
 LW3397
 LW3397;                    North         East     Units Scale Factor Converg.
 LW3397;SPC CT       -   209,105.820   369,893.846   MT  0.99998875   +0 30 56.4
 LW3397;SPC CT       -   686,041.34  1,213,560.06   sFT  0.99998875   +0 30 56.4
 LW3397;SPC RI       -    28,755.815    60,470.415   MT  1.00001297   -0 18 43.1
 LW3397;SPC RI       -    94,343.04    198,393.35   sFT  1.00001297   -0 18 43.1
 LW3397;UTM  19      - 4,580,907.807   251,306.089   MT  1.00036123   -1 57 51.6
 LW3397;UTM  18      - 4,581,068.402   753,333.023   MT  1.00038990   +2 00 03.6
 LW3397
 LW3397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3397!SPC CT       -   1.00000422  x   0.99998875  =   0.99999297
 LW3397!SPC RI       -   1.00000422  x   1.00001297  =   1.00001719
 LW3397!UTM  19      -   1.00000422  x   1.00036123  =   1.00036546
 LW3397!UTM  18      -   1.00000422  x   1.00038990  =   1.00039413
 LW3397
 LW3397:                Primary Azimuth Mark                     Grid Az
 LW3397:SPC CT       -  MYSTIC CONG CHURCH SPIRE                 026 38 28.6
 LW3397:SPC RI       -  MYSTIC CONG CHURCH SPIRE                 027 28 08.1
 LW3397:UTM  19      -  MYSTIC CONG CHURCH SPIRE                 029 07 16.6
 LW3397:UTM  18      -  MYSTIC CONG CHURCH SPIRE                 025 09 21.4
 LW3397
 LW3397|---------------------------------------------------------------------|
 LW3397| PID    Reference Object                     Distance      Geod. Az  |
 LW3397|                                                           dddmmss.s |
 LW3397| LW3430 MYSTIC CONG CHURCH SPIRE            APPROX. 1.5 KM 0270925.0 |
 LW3397| CB7995 PINE POINT RM 1                      11.550 METERS 13400     |
 LW3397| CB7996 PINE POINT RM 2                      13.800 METERS 18642     |
 LW3397| LW0714 HILL                                APPROX. 0.6 KM 2605228.9 |
 LW3397|---------------------------------------------------------------------|
 LW3397
 LW3397                          SUPERSEDED SURVEY CONTROL
 LW3397
 LW3397  NAD 83(1992)-  41 20 28.64999(N)    071 58 20.21057(W) AD(       ) 3
 LW3397  NAD 83(1986)-  41 20 28.65028(N)    071 58 20.21478(W) AD(       ) 3
 LW3397  NAD 27      -  41 20 28.30000(N)    071 58 21.95200(W) AD(       ) 3
 LW3397
 LW3397.Superseded values are not recommended for survey control.
 LW3397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3397.See file dsdata.txt to determine how the superseded data were derived.
 LW3397
 LW3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5130680908(NAD 83)
 LW3397_MARKER: DS = TRIANGULATION STATION DISK
 LW3397_SETTING: 66 = SET IN ROCK OUTCROP
 LW3397_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3397+STABILITY: POSITION/ELEVATION WELL
 LW3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3397+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW3397
 LW3397  HISTORY     - Date     Condition        Report By
 LW3397  HISTORY     - 1934     MONUMENTED       CGS
 LW3397  HISTORY     - 1966     GOOD             CGS
 LW3397  HISTORY     - 1989     GOOD             USPSQD
 LW3397  HISTORY     - 1990     GOOD             USPSQD
 LW3397  HISTORY     - 20020213 GOOD             USPSQD
 LW3397
 LW3397                          STATION DESCRIPTION
 LW3397
 LW3397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3397'THE STATION IS LOCATED ON PINE POINT ON THE NW END OF MASON
 LW3397'ISLAND.  IT IS N OF AN OLD GRANITE QUARRY.  THE ENTIRE POINT IS
 LW3397'OUTCROPPING BEDROCK.  THE STATION IS MARKED BY A STANDARD DISK
 LW3397'SET IN A DRILL HOLE IN THE LEDGE NEAR THE W HIGH WATER LINE, AND
 LW3397'3 METERS ABOVE HIGH WATER LEVEL.
 LW3397'
 LW3397'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LW3397'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS NO.1
 LW3397'AND 2 ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED
 LW3397'IN NOTE 12A.
 LW3397'
 LW3397'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN DRILL
 LW3397'HOLES IN LEDGE E AND S OF THE STATION RESPECTIVELY.
 LW3397'
 LW3397'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3397
 LW3397                          STATION RECOVERY (1966)
 LW3397
 LW3397'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3397'RECOVERED AS DESCRIBED.
 LW3397'
 LW3397'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3397'MASON ISLAND.
 LW3397
 LW3397                          STATION RECOVERY (1989)
 LW3397
 LW3397'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3397'RECOVERED IN GOOD CONDITION.
 LW3397
 LW3397                          STATION RECOVERY (1990)
 LW3397
 LW3397'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3397'RECOVERED IN GOOD CONDITION.
 LW3397
 LW3397                          STATION RECOVERY (2002)
 LW3397
 LW3397'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW3397'STA, RM1, RM2. THERE IS NO QUARRY IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5047 ***********************************************************************
 LX5047  DESIGNATION -  PINNACLE
 LX5047  PID         -  LX5047
 LX5047  STATE/COUNTY-  CT/TOLLAND
 LX5047  USGS QUAD   -  ELLINGTON (1984)
 LX5047
 LX5047                         *CURRENT SURVEY CONTROL
 LX5047  ___________________________________________________________________
 LX5047* NAD 83(1996)-  41 54 17.32917(N)    072 26 22.97223(W)     ADJUSTED  
 LX5047* NAVD 88     -       242.8    (meters)     797.     (feet)  VERTCON   
 LX5047  ___________________________________________________________________
 LX5047  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LX5047  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX5047
 LX5047  HORZ ORDER  -  FIRST
 LX5047
 LX5047.The horizontal coordinates were established by classical geodetic methods
 LX5047.and adjusted by the National Geodetic Survey in August 1998..
 LX5047
 LX5047.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5047
 LX5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5047
 LX5047.The geoid height was determined by GEOID03.
 LX5047
 LX5047;                    North         East     Units Scale Factor Converg.
 LX5047;SPC CT       -   271,446.467   330,546.325   MT  1.00000409   +0 12 20.7
 LX5047;SPC CT       -   890,570.62  1,084,467.40   sFT  1.00000409   +0 12 20.7
 LX5047;UTM  18      - 4,642,377.965   712,360.207   MT  1.00015496   +1 42 38.3
 LX5047
 LX5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5047!SPC CT       -   0.99996651  x   1.00000409  =   0.99997060
 LX5047!UTM  18      -   0.99996651  x   1.00015496  =   1.00012146
 LX5047
 LX5047:                Primary Azimuth Mark                     Grid Az
 LX5047:SPC CT       -  NOAA                                     020 02 48.3
 LX5047:UTM  18      -  NOAA                                     018 32 30.7
 LX5047
 LX5047|---------------------------------------------------------------------|
 LX5047| PID    Reference Object                     Distance      Geod. Az  |
 LX5047|                                                           dddmmss.s |
 LX5047| LX5045 NOAA                                APPROX. 6.4 KM 0201509.0 |
 LX5047| CZ7758 PINNACLE RM 1                        21.322 METERS 18201     |
 LX5047| LX5018 ROCKVILLE VETERANS MEMORIAL         APPROX. 4.6 KM 1844002.2 |
 LX5047| LX6594 SOUTH WINDSOR STANDPIPE             APPROX. 8.5 KM 2302852.7 |
 LX5047| LX5038 ELLINGTON CONG CHURCH SPIRE         APPROX. 2.5 KM 2663342.0 |
 LX5047| LX5051 ELLINGTON CH OF ST LUKE CROSS       APPROX. 2.7 KM 2692018.3 |
 LX5047| CZ7759 PINNACLE RM 2                        19.962 METERS 31116     |
 LX5047|---------------------------------------------------------------------|
 LX5047
 LX5047                          SUPERSEDED SURVEY CONTROL
 LX5047
 LX5047  NAD 83(1996)-  41 54 17.32891(N)    072 26 22.97228(W) AD(       ) 1
 LX5047  NAD 83(1992)-  41 54 17.32935(N)    072 26 22.97263(W) AD(       ) 1
 LX5047  NAD 83(1992)-  41 54 17.32983(N)    072 26 22.97308(W) AD(       ) 1
 LX5047  NAD 83(1986)-  41 54 17.33083(N)    072 26 22.97311(W) AD(       ) 1
 LX5047  NAD 27      -  41 54 16.97995(N)    072 26 24.67467(W) AD(       ) 1
 LX5047  NGVD 29 (07/19/86)  243.0    (m)          797.     (f) VERT ANG       
 LX5047
 LX5047.Superseded values are not recommended for survey control.
 LX5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5047.See file dsdata.txt to determine how the superseded data were derived.
 LX5047
 LX5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1236042378(NAD 83)
 LX5047_MARKER: DS = TRIANGULATION STATION DISK
 LX5047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5047+STABILITY: SURFACE MOTION
 LX5047
 LX5047  HISTORY     - Date     Condition        Report By
 LX5047  HISTORY     - 1979     MONUMENTED       NGS
 LX5047
 LX5047                          STATION DESCRIPTION
 LX5047
 LX5047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5047'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF ELLINGTON,
 LX5047'2-1/2 MILES NORTH OF ROCKVILLE, 4 MILES SOUTHWEST OF
 LX5047'CRYSTAL LAKE,
 LX5047'4-1/4 MILES NORTHWEST OF TOLLAND AND ON PROPERTY OWNED
 LX5047'BY MR. JACOB E. TRUEB, 41 ELLINGTON AVENUE, ROCKVILLE,
 LX5047'CONNECTICUT 06066, (PHONE NUMBER 875-4339).
 LX5047'
 LX5047'TO REACH THE STATION FROM THE TOWN HALL IN ELLINGTON, GO
 LX5047'EASTERLY ON STATE HIGHWAY 286 FOR 0.45 MILE TO THE JUNCTION
 LX5047'OF STATE HIGHWAY 83 AND SNIPSIC LAKE ROAD.  CONTINUE
 LX5047'STRAIGHT
 LX5047'AHEAD, SOUTHEAST ON SNIPSIC LAKE ROAD FOR 0.7 MILE TO A
 LX5047'CROSSROAD.  TURN LEFT AND GO NORTHERLY ON PINNACLE ROAD FOR
 LX5047'0.6 MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT ON THE
 LX5047'WOODS ROAD AND GO EASTERLY THROUGH A POLE GATE FOR ABOUT
 LX5047'150 FEET TO
 LX5047'A FORK.  TAKE THE LEFT FORK ON A WOODS ROAD AND GO 0.1
 LX5047'MILE TO A DIM TRACK ROAD ON THE LEFT.  CONTINUE STRAIGHT
 LX5047'AHEAD ON THE MAIN WOODS ROAD FOR 0.25 MILE TO THE TOP OF
 LX5047'THE HILL AND THE STATION AS DESCRIBED.
 LX5047'
 LX5047'THE STATION IS A STANDARD NGS DISK
 LX5047'STAMPED---PINNACLE 1979---,
 LX5047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 0.30 CM IN
 LX5047'DIAMETER
 LX5047'PROJECTING .08 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5047'55.0 FEET NORTH-NORTHEAST FROM A DOUBLE TRUNK TREE,
 LX5047'31.0 FEET NORTHWEST FROM A 10-INCH OAK TREE AND
 LX5047'4.0 FEET WEST FROM A METAL WITNESS POST.
 LX5047'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX5047'STAMPED---PINNACLE 1979---,
 LX5047'SET INTO AN IRREGULAR MASS OF CONCRETE
 LX5047'0.96 METERS BELOW THE SURFACE.
 LX5047'
 LX5047'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5047'STAMPED---PINNACLE NO 1 1979---,
 LX5047'SET INTO A BOULDER 0.6 METERS LARGEST DIMENSION, PROJECTING
 LX5047'15 CM ABOVE THE GROUND.
 LX5047'IT IS LOCATED
 LX5047'32.5 FEET SOUTH-SOUTHEAST FROM A DOUBLE TRUNK OAK TREE,
 LX5047'15.1 FEET WEST FROM A 12-INCH OAK TREE AND
 LX5047'2.0 FEET EAST FROM A METAL WITNESS POST.
 LX5047'MARK IS BELOW STATION 0.30 METERS.
 LX5047'
 LX5047'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5047'STAMPED---PINNACLE NO 2 1979---,
 LX5047'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 0.30 CM IN
 LX5047'DIAMETER
 LX5047'PROJECTING 0.05 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5047'95.0 FEET NORTH FROM A DOUBLE TRUNK OAK TREE,
 LX5047'1.5 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST AND
 LX5047'14.0 FEET NORTHWEST FROM A DIM WOODS ROAD.
 LX5047'MARK IS BELOW STATION 0.30 METERS.
 LX5047'
 LX5047'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.9 METERS.
 LX5047'
 LX5047'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX5047'
 LX5047'DESCRIBED BY L. D. ACRES, CHECKED BY G. M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5053 ***********************************************************************
 LX5053  DESIGNATION -  PINNEY
 LX5053  PID         -  LX5053
 LX5053  STATE/COUNTY-  CT/TOLLAND
 LX5053  USGS QUAD   -  ELLINGTON (1984)
 LX5053
 LX5053                         *CURRENT SURVEY CONTROL
 LX5053  ___________________________________________________________________
 LX5053* NAD 83(1996)-  41 57 15.20028(N)    072 29 38.81461(W)     ADJUSTED  
 LX5053* NAVD 88     -       133.8    (meters)     439.     (feet)  VERTCON   
 LX5053  ___________________________________________________________________
 LX5053  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LX5053  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX5053
 LX5053  HORZ ORDER  -  FIRST
 LX5053
 LX5053.The horizontal coordinates were established by classical geodetic methods
 LX5053.and adjusted by the National Geodetic Survey in August 1998..
 LX5053
 LX5053.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5053
 LX5053.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5053
 LX5053.The geoid height was determined by GEOID03.
 LX5053
 LX5053;                    North         East     Units Scale Factor Converg.
 LX5053;SPC CT       -   276,919.606   326,016.233   MT  1.00001004   +0 10 10.8
 LX5053;SPC CT       -   908,527.07  1,069,604.92   sFT  1.00001004   +0 10 10.8
 LX5053;UTM  18      - 4,647,730.918   707,687.243   MT  1.00013079   +1 40 33.1
 LX5053
 LX5053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5053!SPC CT       -   0.99998360  x   1.00001004  =   0.99999363
 LX5053!UTM  18      -   0.99998360  x   1.00013079  =   1.00011438
 LX5053
 LX5053|---------------------------------------------------------------------|
 LX5053| PID    Reference Object                     Distance      Geod. Az  |
 LX5053|                                                           dddmmss.s |
 LX5053| CZ7760 PINNEY RM 1                          24.219 METERS 07650     |
 LX5053| LX5061 PINNEY RM 3 TPT                      99.686 METERS 16807     |
 LX5053| LX5060 PINNEY RM 3                         104.760 METERS 16808     |
 LX5053| CZ7761 PINNEY RM 2                          28.500 METERS 17330     |
 LX5053| LX6564 ENFIELD ENFIELD STREET TANK         APPROX. 9.0 KM 2951953.1 |
 LX5053| LX6552 TERRY                               APPROX. 5.2 KM 3443102.8 |
 LX5053| MZ1759 EAST LONGMEADOW MUN TANK            APPROX.10.7 KM 3531349.5 |
 LX5053| MZ1757 SOMERS SOMERS CORR TANK             APPROX. 7.0 KM 3555344.7 |
 LX5053|---------------------------------------------------------------------|
 LX5053
 LX5053                          SUPERSEDED SURVEY CONTROL
 LX5053
 LX5053  NAD 83(1996)-  41 57 15.20012(N)    072 29 38.81459(W) AD(       ) 1
 LX5053  NAD 83(1992)-  41 57 15.20060(N)    072 29 38.81511(W) AD(       ) 1
 LX5053  NAD 83(1992)-  41 57 15.20100(N)    072 29 38.81552(W) AD(       ) 1
 LX5053  NAD 83(1986)-  41 57 15.20214(N)    072 29 38.81556(W) AD(       ) 1
 LX5053  NAD 27      -  41 57 14.85263(N)    072 29 40.50987(W) AD(       ) 1
 LX5053  NGVD 29 (07/19/86)  134.0    (m)          440.     (f) VERT ANG       
 LX5053
 LX5053.Superseded values are not recommended for survey control.
 LX5053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5053.See file dsdata.txt to determine how the superseded data were derived.
 LX5053
 LX5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0768747731(NAD 83)
 LX5053_MARKER: DS = TRIANGULATION STATION DISK
 LX5053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5053+STABILITY: SURFACE MOTION
 LX5053
 LX5053  HISTORY     - Date     Condition        Report By
 LX5053  HISTORY     - 1979     MONUMENTED       NGS
 LX5053
 LX5053                          STATION DESCRIPTION
 LX5053
 LX5053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5053'THE STATION IS LOCATED ABOUT 1/4 MILE EAST OF THE
 LX5053'TOLLAND-HARTFORD COUNTY LINE, 2 MILES SOUTH OF
 LX5053'SOMERSVILLE, AND 3-3/4 MILES NORTH-NORTHWEST OF ELLINGTON
 LX5053'ON PROPERTY OWNED BY MR. LEE PINNEY OF SOMMERS,
 LX5053'CONNECTICUT. PHONE 749-9944.
 LX5053'
 LX5053'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX5053'83 AND 190 IN SOMERS, GO WEST FOLLOWING STATE HIGHWAY
 LX5053'190  FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 LX5053'186 ON THE RIGHT.  TURN LEFT AND GO SOUTH ON SCHOOL STREET
 LX5053'FOR 0.3 MILE TO A REVERSE FORK.  KEEP LEFT ON MAPLE STREET
 LX5053'FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH
 LX5053'ON PINNEY ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 LX5053'FORK AND GO SOUTHERLY ON PINNEY ROAD FOR 1.3 MILES TO MR.
 LX5053'PINNEYS RESIDENCE ON THE RIGHT.  CONTINUE SOUTHERLY ON
 LX5053'PINNEY ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT ON
 LX5053'PIONEER HEIGHTS ROAD AND GO SOUTHWEST FOR 0.65 MILE TO THE
 LX5053'END OF THE ASPHALT.  CONTINUE AHEAD ON GRAVEL ROAD FOR
 LX5053'0.05 MILE TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 LX5053'FOR 0.45 MILE TO REFERENCE MARK 3 ON THE RIGHT.  CONTINUE
 LX5053'NORTHERLY FOR 0.05 MILE TO THE STATION AS DESCRIBED.
 LX5053'
 LX5053'THE STATION IS A STANDARD NGS DISK
 LX5053'STAMPED---PINNEY 1979---,
 LX5053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5053'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5053'43 FEET SOUTH-SOUTHEAST FROM THE CORNER OF A ROCK WALL,
 LX5053'37 FEET SOUTH FROM AN 18-INCH OAK TREE,
 LX5053'29 FEET EAST-NORTHEAST FROM A TWIN TRUNKED OAK TREE, AND
 LX5053'4.5 FEET WEST FROM A METAL WITNESS POST.
 LX5053'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX5053'STAMPED---PINNEY 1979---,
 LX5053'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX5053'
 LX5053'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5053'STAMPED---PINNEY NO 1 1979---,
 LX5053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5053'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5053'11 FEET NORTH FROM THE EDGE OF A FIELD,
 LX5053'7 FEET SOUTH FROM A GROUP OF 4 8-INCH OAK TREES, AND
 LX5053'2 FEET WEST FROM A METAL WITNESS POST.
 LX5053'MARK IS LEVEL WITH STATION.
 LX5053'
 LX5053'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5053'STAMPED---PINNEY NO 2 1979---,
 LX5053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5053'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5053'22 FEET EAST FROM THE ROCK WALL,
 LX5053'5.5 FEET WEST FROM THE FIELD ROAD, AND
 LX5053'1.6 FEET NORTH FROM A METAL WITNESS POST.
 LX5053'MARK IS LEVEL WITH STATION.
 LX5053'
 LX5053'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX5053'STAMPED---PINNEY NO 3 1979---,
 LX5053'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5053'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5053'27.5 FEET SOUTH FROM A 16-INCH OAK TREE AT END OF STONE WALL,
 LX5053'17 FEET EAST FROM THE CENTER OF THE FIELD ROAD, AND
 LX5053'2 FEET EAST FROM A METAL WITNESS POST.  THE UNDERGROUND MARK IS A
 LX5053'STANDARD NGS DISK STAMPED,--PINNEY NO 3 1979---, SET INTO THE TOP
 LX5053'OF AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX5053'MARK IS BELOW STATION 1 METER.
 LX5053'
 LX5053'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TALL CORN
 LX5053'ON LINE.
 LX5053'
 LX5053'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX5053'
 LX5053'DESCRIBED BY PRESTON C. OSLEY, CHECKED BY GARY A. MEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5060 ***********************************************************************
 LX5060  DESIGNATION -  PINNEY RM 3
 LX5060  PID         -  LX5060
 LX5060  STATE/COUNTY-  CT/TOLLAND
 LX5060  USGS QUAD   -  ELLINGTON (1984)
 LX5060
 LX5060                         *CURRENT SURVEY CONTROL
 LX5060  ___________________________________________________________________
 LX5060* NAD 83(1996)-  41 57 11.87752(N)    072 29 37.87864(W)     ADJUSTED  
 LX5060* NAVD 88     -       132.9    (meters)     436.     (feet)  VERTCON   
 LX5060  ___________________________________________________________________
 LX5060  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LX5060  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX5060
 LX5060  HORZ ORDER  -  SECOND
 LX5060
 LX5060.The horizontal coordinates were established by classical geodetic methods
 LX5060.and adjusted by the National Geodetic Survey in August 1998..
 LX5060
 LX5060.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5060
 LX5060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5060
 LX5060.The geoid height was determined by GEOID03.
 LX5060
 LX5060;                    North         East     Units Scale Factor Converg.
 LX5060;SPC CT       -   276,817.151   326,038.093   MT  1.00000992   +0 10 11.4
 LX5060;SPC CT       -   908,190.94  1,069,676.64   sFT  1.00000992   +0 10 11.4
 LX5060;UTM  18      - 4,647,629.060   707,711.792   MT  1.00013092   +1 40 33.7
 LX5060
 LX5060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5060!SPC CT       -   0.99998374  x   1.00000992  =   0.99999366
 LX5060!UTM  18      -   0.99998374  x   1.00013092  =   1.00011465
 LX5060
 LX5060                          SUPERSEDED SURVEY CONTROL
 LX5060
 LX5060  NAD 83(1996)-  41 57 11.87735(N)    072 29 37.87862(W) AD(       ) 2
 LX5060  NAD 83(1992)-  41 57 11.87784(N)    072 29 37.87914(W) AD(       ) 2
 LX5060  NAD 83(1992)-  41 57 11.87824(N)    072 29 37.87955(W) AD(       ) 2
 LX5060  NAD 83(1986)-  41 57 11.87937(N)    072 29 37.87960(W) AD(       ) 2
 LX5060  NAD 27      -  41 57 11.52983(N)    072 29 39.57394(W) AD(       ) 2
 LX5060  NGVD 29 (07/19/86)  133.1    (m)          437.     (f) VERT ANG       
 LX5060
 LX5060.Superseded values are not recommended for survey control.
 LX5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5060.See file dsdata.txt to determine how the superseded data were derived.
 LX5060
 LX5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0771247629(NAD 83)
 LX5060_MARKER: DR = REFERENCE MARK DISK
 LX5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5060+STABILITY: SURFACE MOTION
 LX5060
 LX5060  HISTORY     - Date     Condition        Report By
 LX5060  HISTORY     - 1979     MONUMENTED       NGS
 LX5060
 LX5060                          STATION DESCRIPTION
 LX5060
 LX5060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5060'THE STATION IS LOCATED ABOUT 1/4 MILE EAST OF THE
 LX5060'TOLLAND-HARTFORD COUNTY LINE, 2 MILES SOUTH OF
 LX5060'SOMERSVILLE, AND 3-3/4 MILES NORTH-NORTHWEST OF ELLINGTON
 LX5060'ON PROPERTY OWNED BY MR. LEE PINNEY OF SOMERS,
 LX5060'CONNECTICUT.  PHONE 749-9944.
 LX5060'
 LX5060'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX5060'83 AND 190 IN SOMERS, GO WEST FOLLOWING STATE HIGHWAY
 LX5060'190 FOR 2.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 LX5060'186 ON THE RIGHT.  TURN LEFT AND GO SOUTH ON SCHOOL STREET
 LX5060'FOR 0.3 MILE TO A REVERSE FORK.  KEEP LEFT ON MAPLE STREET
 LX5060'FOR 0.15 MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTH
 LX5060'ON PINNEY ROAD FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 LX5060'FORK AND GO SOUTHERLY ON PINNEY ROAD FOR 1.3 MILES TO MR.
 LX5060'PINNEYS RESIDENCE ON THE RIGHT.  CONTINUE SOUTHERLY ON
 LX5060'PINNEY ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT ON
 LX5060'PIONEER HEIGHTS ROAD AND GO SOUTHWEST FOR 0.65 MILE TO THE
 LX5060'END OF ASPHALT.  CONTINUE AHEAD ON GRAVEL ROAD FOR
 LX5060'0.05 MILE TO A FIELD ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 LX5060'FOR 0.45 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX5060'
 LX5060'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX5060'STAMPED---PINNEY RM 3 1979---,
 LX5060'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5060'PROJECTING 13 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5060'27.5 FEET SOUTH FROM A 16-INCH OAK TREE AT END OF STONE WALL,
 LX5060'17 FEET EAST FROM THE CENTER OF THE FIELD ROAD, AND
 LX5060'2 FEET EAST FROM A METAL WITNESS POST.
 LX5060'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 LX5060'STAMPED---PINNEY RM 3 1979---,
 LX5060'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX5060'
 LX5060'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO
 LX5060'REFERENCE MARKS WERE ESTABLISHED FOR THIS STATION.
 LX5060'
 LX5060'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX5060'
 LX5060'DESCRIBED BY P.C. OSLEY JR., CHECKED BY G.A. MEANS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5896 ***********************************************************************
 LX5896  DESIGNATION -  PIONTKOWSKIS TOWER
 LX5896  PID         -  LX5896
 LX5896  STATE/COUNTY-  CT/MIDDLESEX
 LX5896  USGS QUAD   -  ESSEX (1977)
 LX5896
 LX5896                         *CURRENT SURVEY CONTROL
 LX5896  ___________________________________________________________________
 LX5896* NAD 83(1996)-  41 18 25.69981(N)    072 22 49.24214(W)     ADJUSTED  
 LX5896* NAVD 88     -                                                        
 LX5896  ___________________________________________________________________
 LX5896  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX5896  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX5896
 LX5896  HORZ ORDER  -  THIRD
 LX5896
 LX5896.The horizontal coordinates were established by classical geodetic methods
 LX5896.and adjusted by the National Geodetic Survey in August 1998..
 LX5896
 LX5896
 LX5896.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5896
 LX5896.The geoid height was determined by GEOID03.
 LX5896
 LX5896;                    North         East     Units Scale Factor Converg.
 LX5896;SPC CT       -   205,086.085   335,756.401   MT  0.99999091   +0 14 42.4
 LX5896;SPC CT       -   672,853.26  1,101,560.79   sFT  0.99999091   +0 14 42.4
 LX5896;SPC NY L     -   127,903.715   435,631.321   MT  1.00002667   +1 03 33.8
 LX5896;SPC NY L     -   419,630.77  1,429,233.76   sFT  1.00002667   +1 03 33.8
 LX5896;UTM  18      - 4,576,163.855   719,301.055   MT  1.00019191   +1 43 47.7
 LX5896
 LX5896                          SUPERSEDED SURVEY CONTROL
 LX5896
 LX5896  NAD 83(1992)-  41 18 25.69886(N)    072 22 49.24181(W) AD(       ) 4
 LX5896  NAD 83(1986)-  41 18 25.70072(N)    072 22 49.24528(W) AD(       ) 4
 LX5896  NAD 27      -  41 18 25.34700(N)    072 22 50.94300(W) AD(       ) 3
 LX5896
 LX5896.Superseded values are not recommended for survey control.
 LX5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5896.See file dsdata.txt to determine how the superseded data were derived.
 LX5896
 LX5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1930176164(NAD 83)
 LX5896
 LX5896  HISTORY     - Date     Condition        Report By
 LX5896  HISTORY     - 1934     MONUMENTED       CGS
 LX5896  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5896  HISTORY     - 1984     GOOD             USPSQD
 LX5896  HISTORY     - 1988     GOOD             USPSQD
 LX5896  HISTORY     - 1989     GOOD             USPSQD
 LX5896  HISTORY     - 1990     GOOD             USPSQD
 LX5896  HISTORY     - 19970118 POOR             USPSQD
 LX5896
 LX5896                          STATION DESCRIPTION
 LX5896
 LX5896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5896'THIS STATION IS ON THE PROPERTY OF F. PIONTKOWSKI, ABOUT 0.5 MILE
 LX5896'FROM THE SAYBROOK OVERPASS, ON THE MAIN ROAD TO ESSEX (ROUTE
 LX5896'9).  THE HOUSE IS TWO STORIES HIGH AND SITS WELL BACK FROM THE
 LX5896'ROAD ON THE EASTERLY SIDE.  IT IS ABOUT 10 METERS ABOVE THE ROAD
 LX5896'IN ELEVATION.
 LX5896'
 LX5896'AN OCTAGONAL WHITE TOWER IS ATTACHED TO THE S SIDE OF THE HOUSE,
 LX5896'ABOUT 6.5 METERS FROM THE FRONT.  THE TOWER IS FOUR STORIES HIGH
 LX5896'AND SHOWS A NARROW STRIP OF ROOF AT EACH FLOOR, ABOVE THE FIRST,
 LX5896'GIVING A PAGODA-LIKE EFFECT.  AT THE APEX OF THE CONICAL TOWER
 LX5896'ROOF IS A WHITE WOODEN FINIAL.
 LX5896'
 LX5896'THIS FINIAL IS THE CENTER.  IT IS ABOUT 58 METERS E OF THE CENTER
 LX5896'LINE OF THE HIGHWAY.  UNITED STATES COAST AND GEODETIC SURVEY AND
 LX5896'STATE SURVEY MARKER NO.547 IS 2.15 METERS W OF THE WALL AT
 LX5896'PIONTKOWSKIS W PROPERTY LINE.
 LX5896
 LX5896                          STATION RECOVERY (1960)
 LX5896
 LX5896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5896'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX5896'
 LX5896'TO REACH STATION FROM UNDERPASS OF CONN. 9 UNDER CONNECTICUT
 LX5896'TURNPIKE, GO .1 MILE NORTH ON CONN. 9.  HOUSE IS ON BLUFF ON RIGHT
 LX5896'(EAST).  THE HOUSE IS THE FIRST ONE NORTH OF THE TURNPIKE ON RTE.
 LX5896'9.
 LX5896
 LX5896                          STATION RECOVERY (1984)
 LX5896
 LX5896'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5896'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5896'ACCURATE.
 LX5896
 LX5896                          STATION RECOVERY (1988)
 LX5896
 LX5896'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5896'RECOVERED IN GOOD CONDITION.
 LX5896
 LX5896                          STATION RECOVERY (1989)
 LX5896
 LX5896'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5896'RECOVERED IN GOOD CONDITION.
 LX5896
 LX5896                          STATION RECOVERY (1990)
 LX5896
 LX5896'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX5896'RECOVERED IN GOOD CONDITION.
 LX5896
 LX5896                          STATION RECOVERY (1997)
 LX5896
 LX5896'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5896'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7126 ***********************************************************************
 LX7126  DESIGNATION -  PIPER
 LX7126  PID         -  LX7126
 LX7126  STATE/COUNTY-  CT/HARTFORD
 LX7126  USGS QUAD   -  NEW BRITAIN (1992)
 LX7126
 LX7126                         *CURRENT SURVEY CONTROL
 LX7126  ___________________________________________________________________
 LX7126* NAD 83(1996)-  41 41 05.21676(N)    072 45 41.43032(W)     ADJUSTED  
 LX7126* NAVD 88     -        32.2    (meters)     106.     (feet)  VERTCON   
 LX7126  ___________________________________________________________________
 LX7126  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 LX7126  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX7126
 LX7126  HORZ ORDER  -  SECOND
 LX7126
 LX7126.The horizontal coordinates were established by classical geodetic methods
 LX7126.and adjusted by the National Geodetic Survey in August 1998..
 LX7126
 LX7126.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7126
 LX7126.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7126
 LX7126.The geoid height was determined by GEOID03.
 LX7126
 LX7126;                    North         East     Units Scale Factor Converg.
 LX7126;SPC CT       -   246,961.736   303,842.450   MT  0.99998661   -0 00 27.5
 LX7126;SPC CT       -   810,240.30    996,856.44   sFT  0.99998661   -0 00 27.5
 LX7126;UTM  18      - 4,617,199.893   686,304.219   MT  1.00002714   +1 29 20.7
 LX7126
 LX7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7126!SPC CT       -   0.99999954  x   0.99998661  =   0.99998615
 LX7126!UTM  18      -   0.99999954  x   1.00002714  =   1.00002668
 LX7126
 LX7126|---------------------------------------------------------------------|
 LX7126| PID    Reference Object                     Distance      Geod. Az  |
 LX7126|                                                           dddmmss.s |
 LX7126| LX7125 PIPER RM 1                           13.847 METERS 06006     |
 LX7126| LX7092 SULLIVAN                            APPROX. 4.9 KM 0601643.8 |
 LX7126| CZ7762 PIPER RM 2                            6.541 METERS 16615     |
 LX7126|---------------------------------------------------------------------|
 LX7126
 LX7126                          SUPERSEDED SURVEY CONTROL
 LX7126
 LX7126  NAD 83(1996)-  41 41 05.21626(N)    072 45 41.43046(W) AD(       ) 2
 LX7126  NAD 83(1992)-  41 41 05.21636(N)    072 45 41.43062(W) AD(       ) 2
 LX7126  NAD 83(1992)-  41 41 05.21799(N)    072 45 41.43202(W) AD(       ) 2
 LX7126  NAD 83(1986)-  41 41 05.21812(N)    072 45 41.43190(W) AD(       ) 2
 LX7126  NAD 27      -  41 41 04.85283(N)    072 45 43.08309(W) AD(       ) 2
 LX7126  NGVD 29 (07/19/86)   32.5    (m)          107.     (f) VERT ANG       
 LX7126
 LX7126.Superseded values are not recommended for survey control.
 LX7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7126.See file dsdata.txt to determine how the superseded data were derived.
 LX7126
 LX7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8630417200(NAD 83)
 LX7126_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7126+STABILITY: SURFACE MOTION
 LX7126
 LX7126  HISTORY     - Date     Condition        Report By
 LX7126  HISTORY     - 1978     MONUMENTED       NGS
 LX7126
 LX7126                          STATION DESCRIPTION
 LX7126
 LX7126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7126'THE STATION IS LOCATED ABOUT 2 MILES WEST OF NEWINGTON,
 LX7126'1-3/4 MILES NORTHEAST OF NEW BRITAIN AND ON STATE HIGHWAY
 LX7126'175 RIGHT-OF-WAY.  PERMISSION WAS OBTAINED FROM MR. LYLE
 LX7126'WHITTLESEY, WHOSE ADDRESS IS 24 WALCOTT HILL ROAD, DEPARTMENT
 LX7126'OF TRANSPORTATION, WHETERSFIELD, CONNECTICUT.
 LX7126'
 LX7126'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7126'71 AND 175 IN NEW BRITAIN, GO EAST ON STATE HIGHWAY 175 FOR
 LX7126'0.35 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX7126'
 LX7126'THE STATION MARKS ARE STANDARD DISKS STAMPED---PIPER 1978---.
 LX7126'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX7126'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE AND
 LX7126'HAS A METAL ROD EMBEDDED IN THE MONUMENT.  IT IS 45 FEET
 LX7126'NORTHWEST OF THE CENTER OF THE RAILROAD, 19.0 FEET SOUTHEAST
 LX7126'OF THE CENTER LINE OF STATE HIGHWAY 175 AND 4.0 FEET
 LX7126'SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS
 LX7126'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS 38
 LX7126'INCHES BELOW THE GROUND SURFACE.
 LX7126'
 LX7126'REFERENCE MARK 1, A STANDARD DISK STAMPED---PIPER NO 1
 LX7126'1978---IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX7126'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 LX7126'IS 37.0 FEET SOUTHEAST OF THE CENTER LINE OF STATE
 LX7126'HIGHWAY 175, 25.9 FEET NORTHWEST OF THE CENTER OF THE
 LX7126'RAILROAD AND 3.2 FEET NORTH OF A METAL WITNESS POST.
 LX7126'
 LX7126'REFERENCE MARK 2, A STANDARD DISK
 LX7126'STAMPED---PIPER NO 2 1978---IS SET IN THE TOP OF A 12-INCH
 LX7126'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 LX7126'THE GROUND SURFACE.  IT IS 35.5 FEET SOUTHEAST OF THE CENTER
 LX7126'LINE OF STATE HIGHWAY 175, 29.0 FEET NORTHWEST OF THE CENTER
 LX7126'OF THE RAILROAD AND 2.6 FEET NORTH OF A METAL WITNESS POST.
 LX7126'
 LX7126'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 LX7126'
 LX7126'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 LX7126'
 LX7126'DESCRIBED BY G.M. RIVERS III, CHECKED BY T. RUCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6301 ***********************************************************************
 LX6301  CBN         -  This is a Cooperative Base Network Control Station.
 LX6301  DESIGNATION -  PISGAH
 LX6301  PID         -  LX6301
 LX6301  STATE/COUNTY-  CT/MIDDLESEX
 LX6301  USGS QUAD   -  DURHAM (1984)
 LX6301
 LX6301                         *CURRENT SURVEY CONTROL
 LX6301  ___________________________________________________________________
 LX6301* NAD 83(1996)-  41 26 48.79504(N)    072 40 24.84621(W)     ADJUSTED  
 LX6301* NAVD 88     -       195.5    (meters)     641.     (feet)  GPS OBS   
 LX6301  ___________________________________________________________________
 LX6301  X           -   1,425,942.287 (meters)                     COMP
 LX6301  Y           -  -4,570,745.947 (meters)                     COMP
 LX6301  Z           -   4,199,862.214 (meters)                     COMP
 LX6301  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX6301  ELLIP HEIGHT-         165.78  (meters)          (06/22/01) GPS OBS
 LX6301  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6301
 LX6301  HORZ ORDER  -  A
 LX6301  ELLP ORDER  -  FOURTH    CLASS I
 LX6301
 LX6301.The horizontal coordinates were established by GPS observations
 LX6301.and adjusted by the National Geodetic Survey in June 2001..
 LX6301
 LX6301.The orthometric height was determined by GPS observations and a
 LX6301.high-resolution geoid model.
 LX6301
 LX6301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX6301
 LX6301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6301
 LX6301.The ellipsoidal height was determined by GPS observations
 LX6301.and is referenced to NAD 83.
 LX6301
 LX6301.The geoid height was determined by GEOID03.
 LX6301
 LX6301;                    North         East     Units Scale Factor Converg.
 LX6301;SPC CT       -   220,543.153   311,187.466   MT  0.99998428   +0 03 02.4
 LX6301;SPC CT       -   723,565.33  1,020,954.21   sFT  0.99998428   +0 03 02.4
 LX6301;UTM  18      - 4,590,980.069   694,335.695   MT  1.00006479   +1 32 25.5
 LX6301
 LX6301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6301!SPC CT       -   0.99997400  x   0.99998428  =   0.99995828
 LX6301!UTM  18      -   0.99997400  x   1.00006479  =   1.00003879
 LX6301
 LX6301|---------------------------------------------------------------------|
 LX6301| PID    Reference Object                     Distance      Geod. Az  |
 LX6301|                                                           dddmmss.s |
 LX6301| CZ7764 PISGAH RM 1                          30.751 METERS 00754     |
 LX6301| LX6171 HADDAM ATT MICROWAVE                APPROX. 7.2 KM 0401534.2 |
 LX6301| LX6170 CANDLE                              APPROX. 6.3 KM 0502149.1 |
 LX6301| CZ7765 PISGAH RM 2                          28.560 METERS 13449     |
 LX6301| LX6298 READS GAP AIRWAY BEACON             APPROX. 5.6 KM 2912201.8 |
 LX6301| CZ7763 PISGAH AZ MK                                       3073605.3 |
 LX6301| LX6305 DURHAM UNITED CH SPIRE              APPROX. 3.6 KM 3491740.7 |
 LX6301|---------------------------------------------------------------------|
 LX6301
 LX6301                          SUPERSEDED SURVEY CONTROL
 LX6301
 LX6301  NAD 83(1996)-  41 26 48.79514(N)    072 40 24.84599(W) AD(       ) 1
 LX6301  NAD 83(1992)-  41 26 48.79433(N)    072 40 24.84591(W) AD(       ) 1
 LX6301  NAD 83(1986)-  41 26 48.79646(N)    072 40 24.84840(W) AD(       ) 1
 LX6301  NAD 27      -  41 26 48.44367(N)    072 40 26.50656(W) AD(       ) 1
 LX6301  NGVD 29 (07/19/86)  195.4    (m)          641.     (f) VERT ANG       
 LX6301
 LX6301.Superseded values are not recommended for survey control.
 LX6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6301.See file dsdata.txt to determine how the superseded data were derived.
 LX6301
 LX6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9433690980(NAD 83)
 LX6301_MARKER: DD = SURVEY DISK
 LX6301_SETTING: 66 = SET IN ROCK OUTCROP
 LX6301_STAMPING: DISK MISSING
 LX6301_MARK LOGO: NONE  
 LX6301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX6301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6301+STABILITY: POSITION/ELEVATION WELL
 LX6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6301+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX6301
 LX6301  HISTORY     - Date     Condition        Report By
 LX6301  HISTORY     - 19360101 MONUMENTED       CTGS
 LX6301  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX6301  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6301  HISTORY     - 20001121 GOOD             CTGS
 LX6301  HISTORY     - 20030424 GOOD             CTGS
 LX6301  HISTORY     - 20050410 GOOD             CTGS
 LX6301
 LX6301                          STATION DESCRIPTION
 LX6301
 LX6301'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936
 LX6301'STATION ON HIGHEST POINT OF MT. PISGAH, 2 MILES S OF DURHAM.  TOP
 LX6301'OF MOUNTAIN IS HUGE LEDGE EXPOSED AND GROWN OVER WITH SMALL
 LX6301'SCRUBBY TREES.  STATION IS ON N EXTREMITY OF MOUNTAIN.  OWNER
 LX6301'UNKNOWN.  MR. ARROGONI GAVE PERMISSION, BUT IS NOT SURE OF
 LX6301'PROPERTY LINE.  THE STATION MARK IS A U.S.C. AND G. AND STATE
 LX6301'SURVEY DISK, STAMPED PISGAH 1936 AND SET IN LEDGE.
 LX6301'
 LX6301'STATION IS BEST REACHED FROM ROUTE NO. 15 AND NO. 79.  PROCEED
 LX6301'S 0.8 MILE ON NO. 79, TURN RIGHT ON DIRT ROAD AND MAKE IMMEDIATE
 LX6301'LEFT TURN, PROCEED 0.3 MILE TO TRAIL ON RIGHT WHICH LEADS TO TOP
 LX6301'OF MOUNTAIN.
 LX6301'
 LX6301'R.M. NO. 1 IS A STANDARD U.S.C. AND G. AND STATE SURVEY DISK
 LX6301'STAMPED PISGAH 1936 R.M. NO. 1, SET IN ROCK LEDGE 101.75 FEET N OF
 LX6301'STATION.
 LX6301'
 LX6301'R.M. NO. 2 IS A STANDARD U.S.C. AND G. AND STATE SURVEY DISK
 LX6301'STAMPED PISGAH 1936 R.M. NO. 2, SET IN ROCK LEDGE 93.8 FEET SE
 LX6301'OF STATION.
 LX6301
 LX6301                          STATION RECOVERY (1942)
 LX6301
 LX6301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6301'STATION IS LOCATED ON THE HIGHEST POINT OF MT. PISGAH, 2 MILES
 LX6301'S OF DURHAM.  THE TOP OF THE MOUNTAIN IS A LARGE LEDGE OF ROCK
 LX6301'AND STATION IS SET ON THE HIGHEST POINT.  THE LAND IS OWNED BY
 LX6301'MR. ARROGONI.  THE DISK IS A U.S.C. AND G.S. AND STATE SURVEY
 LX6301'BENCH MARK DISK AND IS STAMPED PISGAH 1936.
 LX6301'
 LX6301'REFERENCE MARK NO. 1 IS 101.75 FEET N OF THE STATION, SET IN
 LX6301'BEDROCK ON THE SLOPE OF THE MOUNTAIN.  THE DISK IS A U.S.C. AND
 LX6301'G.S. AND STATE SURVEY BENCH MARK DISK AND IS STAMPED PISGAH
 LX6301'R.M. 1, 1936.
 LX6301'
 LX6301'REFERENCE MARK NO. 2 IS 93.80 FEET SE OF THE STATION, SET IN
 LX6301'BEDROCK ON THE EDGE OF THE WOODS.  THE DISK IS A U.S.C. AND G.S.
 LX6301'AND STATE SURVEY BENCH MARK DISK AND IS STAMPED PISGAH R.M. 2,
 LX6301'1936.
 LX6301'
 LX6301'AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY AND IS 0.6 MILE W OF
 LX6301'THE STATION, 41.2 FEET W OF THE CENTER OF ROUTE 77, 62.4 FEET S
 LX6301'OF POWER POLE NO. 245, 9.1 FEET E OF A STONE FENCE.  THE DISK IS
 LX6301'STAMPED PISGAH 1942.
 LX6301'
 LX6301'TO REACH FROM THE JUNCTION OF STATE ROUTES 15 AND 79 IN THE S
 LX6301'END OF DURHAM CENTER, GO S ON ROUTE 79 FOR 0.85 MILE TO SIDE ROAD
 LX6301'RIGHT, TURN RIGHT ABOUT 75 FEET TO A DIM ROAD S, TURN S ON DIM
 LX6301'ROAD AND GO 0.3 MILE TO DIM ROAD RIGHT AND END OF TRUCK TRAVEL,
 LX6301'TURN RIGHT AND PACK UP MOUNTAIN ROAD ABOUT 0.5 MILE TO HIGHEST
 LX6301'POINT AND STATION ON A BARE LEDGE ROCK.
 LX6301'
 LX6301'TO REACH AZIMUTH MARK FROM THE JUNCTION OF STATE ROUTES 15 AND
 LX6301'79 IN THE S END OF DURHAM CENTER, GO SW ON ROUTE 15 0.15 MILE TO
 LX6301'JUNCTION WITH ROUTE 77, TURN S ON ROUTE 77 AND GO 0.85 MILE TO
 LX6301'AZIMUTH MARK ON THE RIGHT.
 LX6301'
 LX6301'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6301
 LX6301                          STATION RECOVERY (1976)
 LX6301
 LX6301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6301'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LX6301'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK
 LX6301'WILL NO LONGER SEE THE STATION, DUE TO TREES ON LINE.  THE
 LX6301'DIRECTION TO THE REFERENCE MARKS CHECKED WITH THE 1942
 LX6301'OBSERVATIONS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 LX6301'SHORTER BY 0.026 OF A METER.  THE DISTANCE TO REFERENCE
 LX6301'MARK 2 WAS FOUND SHORTER BY 0.030 OF A METER.  NO MEASUREMENT
 LX6301'WAS MADE BETWEEN THE REFERENCE MARKS, DUE TO HEAVY GROWTH OF
 LX6301'BRUSH ON LINE.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION
 LX6301'FOLLOWS.
 LX6301'
 LX6301'THE STATION IS ABOUT 6 MILES WEST OF PONSET, 2-3/4 MILES
 LX6301'NORTH OF ROCKLAND, 1-1/2 MILES SOUTH OF DURHAM CENTER,
 LX6301'ON THE HIGHEST POINT OF MT. PISGAH AND ON PROPERTY OWNED BY
 LX6301'MR. TONY ARRIGONI, DURHAM, CONNECTICUT 06422.  HIS OFFICE
 LX6301'PHONE NUMBER IS 635-4545 AND HIS HOME PHONE NUMBER IS
 LX6301'349-3688.
 LX6301'
 LX6301'TO REACH THE STATION FROM THE DURHAM POST OFFICE IN DURHAM
 LX6301'CENTER, GO SOUTH ON STATE HIGHWAY 17 FOR 0.4 MILE TO THE
 LX6301'JUNCTION OF STATE HIGHWAY 79.  (TO REACH THE AZIMUTH MARK
 LX6301'FROM THIS POINT, CONTINUE SOUTH ON STATE HIGHWAY 17 FOR
 LX6301'0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 77.  BEAR TO THE
 LX6301'LEFT AND GO SOUTH ON STATE HIGHWAY 77 FOR 0.8 MILE TO THE
 LX6301'AZIMUTH MARK ON THE RIGHT, AS DESCRIBED.) BEAR TO THE LEFT
 LX6301'AND GO SOUTHEAST ON STATE HIGHWAY 79 FOR 0.8 MILE TO A CROSS
 LX6301'ROAD.  TURN RIGHT AND GO WEST ON SAND HILL ROAD FOR ABOUT
 LX6301'100 FEET TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 LX6301'ON PISGAH ROAD FOR 0.7 MILE TO A TRACK ROAD ON THE RIGHT,
 LX6301'JUST BEFORE REACHING A SIDE ROAD ON THE LEFT.  TURN RIGHT,
 LX6301'GOING SOUTHWEST, UP HILL ON THE TRACK ROAD FOR 0.25 MILE
 LX6301'TO A FORK.  TAKE THE RIGHT FORK AND GO WEST ON A TRACK
 LX6301'ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT, ON THE
 LX6301'HIGHEST POINT OF THE HILL, AS DESCRIBED.
 LX6301'
 LX6301'STATION MARK, STAMPED---PISGAH 1936---, IS A U. S. COAST AND
 LX6301'GEODETIC SURVEY AND STATE SURVEY STATION MARK DISK CEMENTED
 LX6301'IN A DRILL HOLE IN A LARGE ROCK OUTCROP AND IS FLUSH WITH
 LX6301'THE TOP OF THE ROCK OUTCROP.  IT IS 111 FEET WEST OF THE
 LX6301'CENTER OF THE TRACK ROAD AND 85 FEET EAST OF THE WEST EDGE
 LX6301'OF THE ROCK OUTCROP.
 LX6301'
 LX6301'REFERENCE MARK 1, STAMPED---PISGAH RM NO 1 1936---, IS A
 LX6301'U. S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION
 LX6301'MARK DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP
 LX6301'AND PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 72 FEET
 LX6301'EAST OF THE WEST EDGE OF THE ROCK OUTCROP AND 2.5 FEET WEST
 LX6301'OF A 3-INCH PINE TREE.
 LX6301'
 LX6301'REFERENCE MARK 2, STAMPED---PISGAH RM NO 2 1936---, IS A
 LX6301'U. S. COAST AND GEODETIC SURVEY AND STATE SURVEY STATION MARK
 LX6301'DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP AND
 LX6301'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET WEST
 LX6301'OF THE CENTER OF THE TRACK ROAD, 28 FEET EAST OF THE CENTER
 LX6301'OF A TRACK ROAD AND 23.5 FEET SOUTH OF A 6-INCH PINE TREE.
 LX6301'
 LX6301'AZIMUTH MARK, STAMPED---PISGAH 1942---, IS A STANDARD DISK
 LX6301'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 LX6301'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET SOUTHWEST
 LX6301'OF POWER LINE POLE NUMBER 245, 40.5 FEET NORTHWEST OF THE
 LX6301'CENTER OF STATE HIGHWAY 77 AND 10 FEET SOUTHEAST OF A WIRE
 LX6301'FENCE.
 LX6301'
 LX6301'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 18.9 METERS.
 LX6301'
 LX6301'DESCRIBED BY A. G. THACKER.
 LX6301
 LX6301                          STATION RECOVERY (2000)
 LX6301
 LX6301'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX6301'THE STATION MARK IS A DRILL HOLE IN A BRASS STEM (REMAINS OF A DISK)
 LX6301'SET INTO A PAINTED CIRCLE ON A LARGE ROCK OUTCROP WHICH IS FLUSH
 LX6301'WITH THE SURFACE OF THE GROUND.
 LX6301'TO REACH THE STATION FROM THE INTERSECTION OF CT ROUTE 17
 LX6301'AND CT ROUTE 79, PROCEED SOUTH ON CT ROUTE 79 FOR 0.84 MI. TO SAND
 LX6301'HILL ROAD. TURN RIGHT ONTO SAND HILL ROAD THEN TAKE AN IMMEDIATE
 LX6301'LEFT ONTO PISGAH ROAD. PROCEED SOUTH ON PISGAH ROAD FOR 0.7 MI. TO
 LX6301'A TRAIL ON THE RIGHT. FOLLOW THE TRAIL SOUTHWEST (UPHILL) FOR 0.35
 LX6301'MI. TO STATION PISGAH 1936 ATOP THE NORTHERN EXTREMITY OF MOUNT
 LX6301'PISGAH.
 LX6301'THE STATION IS LOCATED 111 FT. WEST OF THE CENTERLINE OF A
 LX6301'TRACK ROAD AND 85 FT. EAST OF THE WEST EDGE OF THE ROCK OUTCROP.
 LX6301'RM 1 IS NORTH OF STATION, A STANDARD CGS AND STATE SURVEY
 LX6301'BRONZE DISK, STAMPED PISGAH RM NO1 1936, SET INTO A LARGE ROCK
 LX6301'OUTCROP WHICH PROTRUDES 3 IN. ABOVE THE GROUND. IT IS 72 FT. EAST
 LX6301'OF THE WEST EDGE OF THE OUTCROP AND 2.5 FT. WEST OF A 3 IN. PINE
 LX6301'TREE.
 LX6301'RM 2 IS SOUTHEAST OF STATION, A STANDARD CGS AND STATE
 LX6301'SURVEY BRONZE DISK, STAMPED PISGAH RM NO2 1936, SET INTO A LARGE
 LX6301'ROCK OUTCROP WHICH PROTRUDES 2 IN. ABOVE THE GROUND. IT IS 43 FT.
 LX6301'WEST OF THE CENTERLINE OF A TRACK ROAD, 28 FT. EAST OF THE
 LX6301'CENTERLINE OF A TRACK ROAD, AND 23.5 FT. SOUTH OF A 6 IN. PINE TREE.
 LX6301'AZ MK IS WEST OF STATION, A STANDARD DISK, STAMPED PISGAH 1942, SET
 LX6301'INTO THE TOP OF A 12 IN. SQUARE CONCRETE POST WHICH PROTRUDES 3
 LX6301'IN. ABOVE THE GROUND. IT IS 62.4 FT. SOUTH OF POWER LINE POLE
 LX6301'NUMBER 245, 40.5 FT. NORTHWEST OF THE CENTERLINE OF CT ROUTE 77, 9.1
 LX6301'FT. EAST OF A STONE FENCE, AND 10 FT. SOUTHEAST OF A WIRE FENCE.
 LX6301' 
 LX6301'DISK  GONE HOWEVER TIES WERE PULLED TO CENTER OF STEM AND
 LX6301'CHECKED FROM BOTH RMS. A DRILL HOLE IN THE STEM WILL BE THE
 LX6301'STATION. WIDE OPEN FOR GPS. BONGI 07/27/2000
 LX6301'PARTIAL DISK REMAINS, USED FOR GPS -2/00 FUSS AND NEILL CO.
 LX6301' 
 LX6301' 
 LX6301'
 LX6301
 LX6301                          STATION RECOVERY (2003)
 LX6301
 LX6301'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX6301'THE STATION MARK IS A DRILL HOLE IN A BRASS STEM (REMAINS OF A DISK)
 LX6301'SET INTO A PAINTED CIRCLE ON A LARGE ROCK OUTCROP WHICH IS FLUSH  WITH
 LX6301'THE SURFACE OF THE GROUND. TO REACH THE STATION FROM THE INTERSECTION
 LX6301'OF CT ROUTE 17  AND CT ROUTE 79, PROCEED SOUTH ON CT ROUTE 79 FOR 0.84
 LX6301'MI. TO SAND  HILL ROAD. TURN RIGHT ONTO SAND HILL ROAD THEN TAKE AN
 LX6301'IMMEDIATE  LEFT ONTO PISGAH ROAD. PROCEED SOUTH ON PISGAH ROAD FOR 0.7
 LX6301'MI. TO  A TRAIL ON THE RIGHT. FOLLOW THE TRAIL SOUTHWEST (UPHILL) FOR
 LX6301'0.35  MI. TO STATION PISGAH 1936 ATOP THE NORTHERN EXTREMITY OF MOUNT
 LX6301'PISGAH. THE STATION IS LOCATED 111 FT. WEST OF THE CENTERLINE OF A
 LX6301'TRACK ROAD AND 85 FT. EAST OF THE WEST EDGE OF THE ROCK OUTCROP.
 LX6301' 
 LX6301'RM 1 NORTH OF STATION  A STANDARD USCGS AND STATE SURVEY  BRONZE DISK,
 LX6301'STAMPED PISGAH RM NO1 1936, SET INTO A LARGE ROCK  OUTCROP WHICH
 LX6301'PROTRUDES 3 IN. ABOVE THE GROUND. IT IS 72 FT. EAST  OF THE WEST EDGW
 LX6301'OF THE OUTCROP AND 2.5 FT. WEST OF A 3 IN. PINE  TREE.  RM 2 SOUTHEAST
 LX6301'OF STATION A STANDARD USCGS AND STATE  SURVEY BRONZE DISK, STAMPED
 LX6301'PISGAH RM NO2 1936, SET INTO A LARGE  ROCK OUTCROP WHICH PROTRUDES 2
 LX6301'IN. ABOVE THE GROUND. IT IS 43 FT WEST OF THE CENTERLINE OF A TRACK
 LX6301'ROAD, 28 FT. EAST OF THE  CENTERLINE OF A TRACK ROAD, AND 23.5 FT.
 LX6301'SOUTH OF A 6 IN. PINE TREE. AZI MK WEST OF STATION A STANDARD DISK,
 LX6301'STAMPED PISGAH 1942, SET  INTO THE TOP OF A 12 IN. SQUARE CONCRETE
 LX6301'POST WHICH PROTRUDES 3  IN. ABOVE THE GROUND. IT IS 62.4 FT. SOUTH OF
 LX6301'POWER LINE POLE 245,  40.5 FT. NORTHWEST OF THE CENTERLINE OF CT ROUTE
 LX6301'77, 9.1 FT. EAST OF  A STONE FENCE, AND 10 FT. SOUTHEAST OF A WIRE
 LX6301'FENCE.
 LX6301
 LX6301                          STATION RECOVERY (2005)
 LX6301
 LX6301'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX6301'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0619 ***********************************************************************
 LX0619  DESIGNATION -  PL
 LX0619  PID         -  LX0619
 LX0619  STATE/COUNTY-  CT/LITCHFIELD
 LX0619  USGS QUAD   -  NEW PRESTON (1984)
 LX0619
 LX0619                         *CURRENT SURVEY CONTROL
 LX0619  ___________________________________________________________________
 LX0619* NAD 83(1986)-  41 39 23.     (N)    073 19 01.     (W)     SCALED    
 LX0619* NAVD 88     -       159.110  (meters)     522.01   (feet)  POSTED    
 LX0619  ___________________________________________________________________
 LX0619  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX0619  DYNAMIC HT  -         159.060 (meters)     521.85  (feet)  COMP
 LX0619  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX0619
 LX0619  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0619
 LX0619.The horizontal coordinates were scaled from a topographic map and have
 LX0619.an estimated accuracy of +/- 6 seconds.
 LX0619
 LX0619.The orthometric height was determined by differential leveling
 LX0619.and adjusted by the National Geodetic Survey in 1992..
 LX0619.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0619.rate of 0.0 thru 1.0 mm/km.
 LX0619
 LX0619.The geoid height was determined by GEOID03.
 LX0619
 LX0619.The dynamic height is computed by dividing the NAVD 88
 LX0619.geopotential number by the normal gravity value computed on the
 LX0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0619.degrees latitude (g = 980.6199 gals.).
 LX0619
 LX0619.The modeled gravity was interpolated from observed gravity values.
 LX0619
 LX0619;                    North         East    Units  Estimated Accuracy
 LX0619;SPC CT       -   243,960.      257,580.      MT  (+/- 180 meters Scaled)
 LX0619
 LX0619                          SUPERSEDED SURVEY CONTROL
 LX0619
 LX0619.No superseded survey control is available for this station.
 LX0619
 LX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM401129(NAD 83)
 LX0619_MARKER: DD = SURVEY DISK
 LX0619_SETTING: 66 = SET IN ROCK OUTCROP
 LX0619_SP_SET: ROCK CUT
 LX0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0619+STABILITY: POSITION/ELEVATION WELL
 LX0619
 LX0619  HISTORY     - Date     Condition        Report By
 LX0619  HISTORY     - UNK      MONUMENTED       CU
 LX0619  HISTORY     - 1916     GOOD             NGS
 LX0619  HISTORY     - 1934     GOOD             LOCSUR
 LX0619
 LX0619                          STATION DESCRIPTION
 LX0619
 LX0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 LX0619'0.4 MI N FROM NEW PRESTON STATION.
 LX0619'2/5 MILE NORTH OF NEW PRESTON STATION, LITCHFIELD COUNTY, ON THE
 LX0619'LITCHFIELD BRANCH OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0619'RAILROAD, ON THE EAST BAND OF BANTAM RIVER, EAST OF THE TRACK,
 LX0619'IN A ROCK CUT, AND ABOUT 2 FT. HIGHER THAN THE TRACK.  A KNOB
 LX0619'CUT IN THE ROCK WITH THE LETTERS PL AND AN ARROW POINTING TO THE
 LX0619'MARK.  NOTE-- THE STATION BUILDING AT NEW PRESTON IS NO LONGER
 LX0619'IN USE.  AND THE RIVER IS THE SHEBAUG.  NOTE-- THE KNOB IS 6 FT.
 LX0619'S. OF THE S RAIL ON THE INSIDE OF A CURVE AND IS SLIGHTLY LOWER
 LX0619'THAN THE TRACK.  THIS MARK IS ACROSS THE RIVER FROM AND ABOUT 1/8
 LX0619'MILE E OF B.M.E.
 LX0619
 LX0619                          STATION RECOVERY (1934)
 LX0619
 LX0619'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3472 ***********************************************************************
 LX3472  DESIGNATION -  PLACE
 LX3472  PID         -  LX3472
 LX3472  STATE/COUNTY-  CT/LITCHFIELD
 LX3472  USGS QUAD   -  WINSTED (1984)
 LX3472
 LX3472                         *CURRENT SURVEY CONTROL
 LX3472  ___________________________________________________________________
 LX3472* NAD 83(1996)-  41 52 35.56020(N)    073 00 59.02541(W)     ADJUSTED  
 LX3472* NAVD 88     -       337.4    (meters)    1107.     (feet)  VERTCON   
 LX3472  ___________________________________________________________________
 LX3472  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LX3472  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LX3472
 LX3472  HORZ ORDER  -  FIRST
 LX3472
 LX3472.The horizontal coordinates were established by classical geodetic methods
 LX3472.and adjusted by the National Geodetic Survey in August 1998..
 LX3472
 LX3472.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3472
 LX3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3472
 LX3472.The geoid height was determined by GEOID03.
 LX3472
 LX3472;                    North         East     Units Scale Factor Converg.
 LX3472;SPC CT       -   268,294.434   282,686.905   MT  1.00000102   -0 10 35.9
 LX3472;SPC CT       -   880,229.32    927,448.62   sFT  1.00000102   -0 10 35.9
 LX3472;SPC MA M     -   848,476.036    74,131.984   MT  0.99998046   -1 01 07.0
 LX3472;SPC MA M     - 2,783,708.46    243,214.68   sFT  0.99998046   -1 01 07.0
 LX3472;UTM  18      - 4,637,971.593   664,598.160   MT  0.99993339   +1 19 27.9
 LX3472
 LX3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3472!SPC CT       -   0.99995162  x   1.00000102  =   0.99995264
 LX3472!SPC MA M     -   0.99995162  x   0.99998046  =   0.99993208
 LX3472!UTM  18      -   0.99995162  x   0.99993339  =   0.99988501
 LX3472
 LX3472:                Primary Azimuth Mark                     Grid Az
 LX3472:SPC CT       -  PEOPLES                                  016 36 35.6
 LX3472:SPC MA M     -  PEOPLES                                  017 27 06.7
 LX3472:UTM  18      -  PEOPLES                                  015 06 31.8
 LX3472
 LX3472|---------------------------------------------------------------------|
 LX3472| PID    Reference Object                     Distance      Geod. Az  |
 LX3472|                                                           dddmmss.s |
 LX3472| LX7298 PEOPLES                             APPROX. 7.1 KM 0162559.7 |
 LX3472| CB4145 PLACE RM 1                           24.871 METERS 18854     |
 LX3472| CB4146 PLACE RM 2                           25.835 METERS 27845     |
 LX3472| LX3482 WINSTED AM TEL KCD 67 MICRO         APPROX. 8.6 KM 2861855.2 |
 LX3472|---------------------------------------------------------------------|
 LX3472
 LX3472                          SUPERSEDED SURVEY CONTROL
 LX3472
 LX3472  NAD 83(1996)-  41 52 35.56003(N)    073 00 59.02555(W) AD(       ) 1
 LX3472  NAD 83(1992)-  41 52 35.56064(N)    073 00 59.02608(W) AD(       ) 1
 LX3472  NAD 83(1992)-  41 52 35.56144(N)    073 00 59.02675(W) AD(       ) 1
 LX3472  NAD 83(1986)-  41 52 35.56138(N)    073 00 59.02721(W) AD(       ) 1
 LX3472  NAD 27      -  41 52 35.20925(N)    073 01 00.64358(W) AD(       ) 1
 LX3472  NGVD 29 (07/19/86)  337.6    (m)         1108.     (f) VERT ANG       
 LX3472
 LX3472.Superseded values are not recommended for survey control.
 LX3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3472.See file dsdata.txt to determine how the superseded data were derived.
 LX3472
 LX3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6459837972(NAD 83)
 LX3472_MARKER: DS = TRIANGULATION STATION DISK
 LX3472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3472_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3472
 LX3472  HISTORY     - Date     Condition        Report By
 LX3472  HISTORY     - 1980     MONUMENTED       NGS
 LX3472
 LX3472                          STATION DESCRIPTION
 LX3472
 LX3472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3472'THE STATION IS LOCATED 11.7 KM (7-1/4 MI) NORTHEAST FROM
 LX3472'TORRINGTON, 6.5 KM (4 MI) SOUTHEAST FROM WINSTED, 3.2 KM
 LX3472'(2 MI) WEST FROM NEW HARTFORD, AND ON THE WEST SIDE OF A STRIP OF
 LX3472'TREES ALONG EAST WEST HILL ROAD.
 LX3472'OWNERSHIP--MR PETER M PLACE,
 LX3472'RFD NO 2, WINSTED, CT 06098.
 LX3472'
 LX3472'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 IAND 183
 LX3472'AND U.S. HIGHWAY 44 AT THE EAST EDGE OF WINSTED, GO EAST-SOUTHEAST ON
 LX3472'HIGHWAY 44 FOR 3.6 KM (2.25 MI) TO A CROSSROAD, (EAST WEST HILL
 LX3472'RD. ON THE RIGHT).  TURN RIGHT AND GO SOUTH ON EAST WEST HILL ROAD
 LX3472'FOR 1.7 KM (1.05 MI) TO A SIDE ROAD RIGHT.  CONTINUE SOUTH FOR
 LX3472'1.7 KM (1.05 MI) TO ANOTHER SIDE ROAD RIGHT.  CONTINUE SOUTH ON
 LX3472'EAST WEST HILL ROAD FOR 1.0 KM (0.65 MI) TO THE STATION
 LX3472'ON THE RIGHT,
 LX3472'THROUGH SOME TREES AND BRUSH AT THE EDGE OF A SMALL FIELD.
 LX3472'
 LX3472'THE STATION IS A STANDARD NGS DISK
 LX3472'STAMPED---PLACE 1980---,
 LX3472'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3472'FLUSH WITH GROUND.  IT IS LOCATED
 LX3472'19.5 METERS (64.0 FT) NORTH-NORTHWEST FROM THE CENTER OF EAST
 LX3472'WEST HILL ROAD,
 LX3472'11.0 METERS (36.1 FT) SOUTH-SOUTHWEST FROM THE EDGE OF A LAWN, AND
 LX3472'8.7 METERS (28.5 FT) SOUTH FROM A 2-1/2 INCH IRON PIPE
 LX3472'PROJECTING 38 CM.
 LX3472'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3472'STAMPED---PLACE 1980---,
 LX3472'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 LX3472'
 LX3472'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 LX3472'STAMPED---PLACE NO 1 1980---,
 LX3472'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3472'35.9 METERS (117.8 FT) SOUTH-SOUTHWEST FROM THE EDGE OF A LAWN,
 LX3472'19.2 METERS (63.0 FT) WEST-NORTHWEST FROM THE
 LX3472'CENTER OF EAST WEST HILL ROAD AND ABOUT FLUSH
 LX3472'WITH THE SURROUNDING TERRAIN.
 LX3472'MARK IS BELOW STATION 0.2 METER.
 LX3472'
 LX3472'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 LX3472'STAMPED---PLACE NO 2 1980---,
 LX3472'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3472'FLUSH WITH GROUND.  IT IS LOCATED
 LX3472'45.3 METERS (148.6 FT) WEST-NORTHWEST FROM THE CENTER OF EAST
 LX3472'WEST HILL ROAD AND
 LX3472'16.2 METERS (53.1 FT) SOUTH-SOUTHWEST FROM THE EDGE OF A LAWN.
 LX3472'MARK IS BELOW STATION 1.0 METERS.
 LX3472'
 LX3472'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX3472'NO SUITABLE PLACE FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 LX3472'
 LX3472'DESCRIBED BY C.E. GEOGHRGAN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7159 ***********************************************************************
 LX7159  DESIGNATION -  PLAIN
 LX7159  PID         -  LX7159
 LX7159  STATE/COUNTY-  CT/HARTFORD
 LX7159  USGS QUAD   -  NEW BRITAIN (1992)
 LX7159
 LX7159                         *CURRENT SURVEY CONTROL
 LX7159  ___________________________________________________________________
 LX7159* NAD 83(1996)-  41 40 37.43915(N)    072 51 37.93551(W)     ADJUSTED  
 LX7159* NAVD 88     -        61.8    (meters)     203.     (feet)  VERTCON   
 LX7159  ___________________________________________________________________
 LX7159  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LX7159  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX7159
 LX7159  HORZ ORDER  -  FIRST
 LX7159
 LX7159.The horizontal coordinates were established by classical geodetic methods
 LX7159.and adjusted by the National Geodetic Survey in August 1998..
 LX7159
 LX7159.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7159
 LX7159.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7159
 LX7159.The geoid height was determined by GEOID03.
 LX7159
 LX7159;                    North         East     Units Scale Factor Converg.
 LX7159;SPC CT       -   246,110.577   295,596.453   MT  0.99998626   -0 04 23.9
 LX7159;SPC CT       -   807,447.78    969,802.70   sFT  0.99998626   -0 04 23.9
 LX7159;UTM  18      - 4,616,133.650   678,083.082   MT  0.99999027   +1 25 22.7
 LX7159
 LX7159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7159!SPC CT       -   0.99999487  x   0.99998626  =   0.99998113
 LX7159!UTM  18      -   0.99999487  x   0.99999027  =   0.99998514
 LX7159
 LX7159:                Primary Azimuth Mark                     Grid Az
 LX7159:SPC CT       -  FARMINGTON TV STA WVIT MAST              042 04 13.6
 LX7159:UTM  18      -  FARMINGTON TV STA WVIT MAST              040 34 27.0
 LX7159
 LX7159|---------------------------------------------------------------------|
 LX7159| PID    Reference Object                     Distance      Geod. Az  |
 LX7159|                                                           dddmmss.s |
 LX7159| LX7133 FARMINGTON TV STA WVIT MAST         APPROX. 3.5 KM 0415949.7 |
 LX7159| CZ7768 PLAIN RM 1                           20.415 METERS 10235     |
 LX7159| CZ7769 PLAIN RM 2                            7.496 METERS 31316     |
 LX7159|---------------------------------------------------------------------|
 LX7159
 LX7159                          SUPERSEDED SURVEY CONTROL
 LX7159
 LX7159  NAD 83(1996)-  41 40 37.43867(N)    072 51 37.93562(W) AD(       ) 1
 LX7159  NAD 83(1992)-  41 40 37.43882(N)    072 51 37.93584(W) AD(       ) 1
 LX7159  NAD 83(1992)-  41 40 37.44041(N)    072 51 37.93729(W) AD(       ) 1
 LX7159  NAD 83(1986)-  41 40 37.44059(N)    072 51 37.93739(W) AD(       ) 1
 LX7159  NAD 27      -  41 40 37.07840(N)    072 51 39.57739(W) AD(       ) 1
 LX7159  NGVD 29 (07/19/86)   62.1    (m)          204.     (f) VERT ANG       
 LX7159
 LX7159.Superseded values are not recommended for survey control.
 LX7159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7159.See file dsdata.txt to determine how the superseded data were derived.
 LX7159
 LX7159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7808316134(NAD 83)
 LX7159_MARKER: DS = TRIANGULATION STATION DISK
 LX7159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7159+STABILITY: SURFACE MOTION
 LX7159
 LX7159  HISTORY     - Date     Condition        Report By
 LX7159  HISTORY     - 1981     MONUMENTED       NGS
 LX7159
 LX7159                          STATION DESCRIPTION
 LX7159
 LX7159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7159'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST OF BRISTOL, 5.6 KM
 LX7159'(3.5 MI) WEST OF NEW BRITAIN, 3.2 KM (2 MI) SOUTH OF U.S. HIGHWAY
 LX7159'6, 0.8 KM (0.5 MI) NORTH OF PLAINVILLE AND ON STATE RIGHT-OF-WAY.
 LX7159'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7159'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7159'WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE NUMBER
 LX7159'203-566-4638.
 LX7159'
 LX7159'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84
 LX7159'AND STATE HIGHWAY 72 BYPASS, WHICH IS NORTHEAST OF PLAINVILLE.  GO
 LX7159'WESTERLY ON STATE HIGHWAY 72 BYPASS (WHICH IS FOUR LANED AND
 LX7159'DIVIDED) FOR 2.1 KM (1.3 MI) TO THE STATION ON RIGHT,
 LX7159'CLOSE BY A LARGE HIGHWAY SIGN (EXPRESSWAY END 1 1/5 MILES).
 LX7159'
 LX7159'THE STATION IS A STANDARD NGS DISK
 LX7159'STAMPED---PLAIN 1981---,
 LX7159'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7159'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX7159'20.53 METERS (67.35 FT) WEST-NORTHWEST FROM A LIGHT POLE,
 LX7159'6.4 METERS (21.0 FT) EAST-SOUTHEAST FROM THE SOUTH LEG OF SIGN
 LX7159'(EXPRESSWAY ENDS 1 1/2 MILES),
 LX7159'2.0 METERS (6.58 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE
 LX7159'OF A ASPHALT ROAD (STATE HIGHWAY 72 BYPASS).
 LX7159'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7159'STAMPED---PLAIN 1981---,
 LX7159'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7159'
 LX7159'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7159'STAMPED---PLAIN NO 1 1981---,
 LX7159'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE
 LX7159'BASE THAT SUPPORTS AN ALUMINUM LIGHT POLE, FLUSH WITH GROUND.
 LX7159'IT IS LOCATED
 LX7159'1.1 METERS (3.6 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE
 LX7159'OF ASPHALT ROAD (STATE HIGHWAY 72 BYPASS).
 LX7159'MARK IS ABOVE STATION 0.5 METERS.
 LX7159'
 LX7159'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7159'STAMPED---PLAIN NO 2 1981---,
 LX7159'SET IN A DRILL HOLE IN THE NORTH CONCRETE PILLAR NEAR THE SOUTH
 LX7159'EDGE THAT SUPPORTS A SIGN (EXPRESSWAY ENDS 1 1/2 MILES) IT
 LX7159'IS 90 CM IN DIAMETER AND PROJECTS 5 CM ABOVE GROUND.
 LX7159'IT IS LOCATED
 LX7159'6.2 METERS (20.3 FT) NORTH FROM THE NORTH EDGE OF ASPHALT
 LX7159'ROAD (STATE HIGHWAY 72 BYPASS).
 LX7159'2.9 METERS (9.5 FT) NORTH FROM THE SOUTH LEG OF A SIGN.
 LX7159'MARK IS BELOW STATION 0.5 METER.
 LX7159'
 LX7159'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX7159'STATE OF CONNECTICUT STATION 5824 CTGS CAN BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4758 ***********************************************************************
 LX4758  DESIGNATION -  PLAIN HILL
 LX4758  PID         -  LX4758
 LX4758  STATE/COUNTY-  CT/NEW LONDON
 LX4758  USGS QUAD   -  NORWICH (1983)
 LX4758
 LX4758                         *CURRENT SURVEY CONTROL
 LX4758  ___________________________________________________________________
 LX4758* NAD 83(1996)-  41 34 59.94160(N)    072 06 12.10145(W)     ADJUSTED  
 LX4758* NAVD 88     -       133.6    (meters)     438.     (feet)  VERTCON   
 LX4758  ___________________________________________________________________
 LX4758  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 LX4758  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX4758
 LX4758  HORZ ORDER  -  SECOND
 LX4758
 LX4758.The horizontal coordinates were established by classical geodetic methods
 LX4758.and adjusted by the National Geodetic Survey in August 1998..
 LX4758
 LX4758.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4758
 LX4758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4758
 LX4758.The geoid height was determined by GEOID03.
 LX4758
 LX4758;                    North         East     Units Scale Factor Converg.
 LX4758;SPC CT       -   235,894.232   358,721.796   MT  0.99998352   +0 25 43.5
 LX4758;SPC CT       -   773,929.66  1,176,906.43   sFT  0.99998352   +0 25 43.5
 LX4758;UTM  18      - 4,607,567.009   741,463.773   MT  1.00031756   +1 55 24.4
 LX4758
 LX4758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4758!SPC CT       -   0.99998377  x   0.99998352  =   0.99996730
 LX4758!UTM  18      -   0.99998377  x   1.00031756  =   1.00030133
 LX4758
 LX4758:                Primary Azimuth Mark                     Grid Az
 LX4758:SPC CT       -  NORWICHTOWN FIRE TOWER                   003 38 58.8
 LX4758:UTM  18      -  NORWICHTOWN FIRE TOWER                   002 09 17.9
 LX4758
 LX4758|---------------------------------------------------------------------|
 LX4758| PID    Reference Object                     Distance      Geod. Az  |
 LX4758|                                                           dddmmss.s |
 LX4758| LX4757 NORWICHTOWN FIRE TOWER              APPROX. 1.2 KM 0040442.3 |
 LX4758| CZ7767 PLAIN HILL RM 2                      16.313 METERS 01904     |
 LX4758| LX4779 PLAIN HILL TP                        34.469 METERS 06008     |
 LX4758| LW3590 VORTAC NORWICH ORW                  APPROX. 9.2 KM 1085801.9 |
 LX4758| LX4756 TM 31                                12.568 METERS 17748     |
 LX4758| CZ7766 PLAIN HILL RM 1                      14.941 METERS 24519     |
 LX4758|---------------------------------------------------------------------|
 LX4758
 LX4758                          SUPERSEDED SURVEY CONTROL
 LX4758
 LX4758  NAD 83(1992)-  41 34 59.94076(N)    072 06 12.10093(W) AD(       ) 2
 LX4758  NAD 83(1986)-  41 34 59.94161(N)    072 06 12.10272(W) AD(       ) 2
 LX4758  NAD 27      -  41 34 59.58759(N)    072 06 13.82410(W) AD(       ) 2
 LX4758  NGVD 29 (07/19/86)  133.9    (m)          439.     (f) VERT ANG       
 LX4758
 LX4758.Superseded values are not recommended for survey control.
 LX4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4758.See file dsdata.txt to determine how the superseded data were derived.
 LX4758
 LX4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4146407567(NAD 83)
 LX4758_MARKER: Z = SEE DESCRIPTION
 LX4758_SETTING: 0 = UNSPECIFIED SETTING
 LX4758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4758+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 LX4758
 LX4758  HISTORY     - Date     Condition        Report By
 LX4758  HISTORY     - 1942     MONUMENTED       CTGS
 LX4758  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX4758  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4758  HISTORY     - 20060509 GOOD             USPSQD
 LX4758
 LX4758                          STATION DESCRIPTION
 LX4758
 LX4758'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX4758'STATION IS A BRONZE STATE TRAVERSE DISK SET IN A 4-FOOT PRECAST
 LX4758'MONUMENT WITH TOP ABOUT 1 INCH ABOVE GROUND, ABOUT 2 MILES N OF
 LX4758'NORWICHTOWN STAMPED PLAIN HILL 1942.  IT IS SET ON THE W SIDE OF
 LX4758'PLAIN HILL ROAD 25 FEET W OF CENTER OF ROAD.
 LX4758'
 LX4758'REFERENCE MARK NO. 1 - BRONZE TRAVERSE DISK SET IN OUTCROPPING
 LX4758'BEDROCK 6 INCHES BY 1.5 FEET BY 3 INCHES HIGH W OF STATION IN A
 LX4758'MOWING FIELD 49.02 FEET.
 LX4758'
 LX4758'REFERENCE MARK NO. 2 - BRONZE TRAVERSE DISK IS SET IN BOULDER 3
 LX4758'FEET BY 4 FEET BY 6 INCHES HIGH N OF STATION 53.50 FEET, 17 FEET W
 LX4758'OF ROAD CENTER LINE.
 LX4758'
 LX4758'REFERENCE MARK NO. 3 NORWICH TOWN MONUMENT NO. 31 SET 6 INCHES
 LX4758'ABOVE SURFACE 41.23 FEET S OF STATION, 24 FEET FROM CENTER LINE
 LX4758'OF ROAD.
 LX4758'
 LX4758'AZIMUTH MARK - CONNECTICUT GEODETIC MONUMENT 961 N OF STATION, E
 LX4758'OF CENTER LINE OF ROAD.
 LX4758'
 LX4758'TO REACH--FROM ROUTE 2 AND HUNTINGTON AVENUE (PLAIN HILL ROAD) IN
 LX4758'NORWICHTOWN GO N ON HUNTINGTON AVENUE 2.00 MILES TO STATION ON W
 LX4758'SIDE OF ROAD.
 LX4758'
 LX4758'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS
 LX4758
 LX4758                          STATION RECOVERY (1954)
 LX4758
 LX4758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX4758'STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AS
 LX4758'DESCRIBED.  THE STATION IS AT A POINT WHERE PLAIN HILL ROAD MAKES
 LX4758'A SLIGHT BEND TO THE RIGHT PROCEEDING FROM NORWICHTOWN.
 LX4758'
 LX4758'DISTANCE AND DIRECTION TO RM 3 WERE NOT REMEASURED AS CONSIDERABLE
 LX4758'CLEARING WAS INVOLVED.
 LX4758
 LX4758                          STATION RECOVERY (1975)
 LX4758
 LX4758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4758'THE STATION, REFERENCE MARK 2 AND NORWICH TOWN MARKER 31 (RM 3)
 LX4758'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 AND 961
 LX4758'(CGS) USED AS AN AZIMUTH MARK WAS NOT RECOVERED.  THE DISTANCE
 LX4758'TO REFERENCE MARK 2 WAS FOUND LONGER BY 0.02 FOOT AND THE
 LX4758'THE DISTANCE TO THE TOWN MARKER (RM 3) CHECKED.  THE ANGLE
 LX4758'BETWEEN THE REFERENCE MARKS WAS FOUND TO BE LESS BY 02
 LX4758'MINUTES AND 33 SECONDS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX4758'
 LX4758'STATION IS ABOUT 2-3/4 MILES NORTH OF NORWICHTOWN, 2-1/2
 LX4758'MILES SOUTHEAST OF FRANKLIN, 2 MILES SOUTHWEST OF BALTIC,
 LX4758'ALONG THE WEST SIDE OF PLAIN HILL ROAD AND ON THE ROAD
 LX4758'RIGHT-OF-WAY.
 LX4758'
 LX4758'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 LX4758'52 AND WEST TOWN STREET (EXIT 82) IN NORWICHTOWN, GO WEST
 LX4758'ON WEST TOWN STREET FOR 0.25 MILE TO THE JUNCTION OF
 LX4758'HUNTINGTON AVENUE AND PLAIN HILL ROAD ON THE RIGHT.  TURN RIGHT
 LX4758'AND GO NORTH ON HUNTINGTON AVENUE WHICH TURNS INTO PLAIN HILL
 LX4758'ROAD FOR 1.9 MILES TO THE STATION ON THE LEFT AS DESCRIBED.  JUST
 LX4758'PAST A FARM HOUSE ON THE LEFT AND A BARN ON THE RIGHT.
 LX4758'
 LX4758'STATION MARK, STAMPED PLAIN HILL 1942, IS A U.S. COAST AND
 LX4758'GEODETIC SURVEY AND STATE SURVEY DISK SET IN A 6 BY 6-INCH
 LX4758'CONCRETE POST WHICH PROJECTS ABOUT 1-INCH ABOVE THE GROUND
 LX4758'SURFACE.  IT IS 73 FEET SOUTH OF POWER POLE NUMBER 532, 28.5
 LX4758'FEET WEST OF CENTER OF PLAIN HILL ROAD AND 5.5 FEET EAST OF
 LX4758'A ROCK FENCE.  THERE WAS NO MENTION OF AN UNDERGROUND MARK
 LX4758'IN THE 1942 DESCRIPTION.  (NOTE DESC.)
 LX4758'
 LX4758'REFERENCE MARK 2, STAMPED RM 2 PLAIN HILL 1942, IS A U.S.
 LX4758'COAST AND GEODETIC SURVEY AND STATE SURVEY DISK CEMENTED IN
 LX4758'A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 BY 3 FEET IN SIZE
 LX4758'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX4758'87.5 FEET SOUTH OF CENTER OF A DRIVEWAY LEADING TO MR. MARVIN
 LX4758'ROBERTS HOME, 21.5 FEET SOUTH OF POWER POLE NUMBER 532, 21
 LX4758'FEET EAST OF A ROCK FENCE AND 16.5 FEET WEST OF CENTER OF
 LX4758'PLAIN HILL ROAD.  (NOTE DESC.)
 LX4758'
 LX4758'(REFERENCE MARK 3), STAMPED STA 31, IS A CONNECTICUT, TOWN OF
 LX4758'NORWICH DISK SET IN A 6 BY 6-INCH CONCRETE POST WHICH PROJECTS
 LX4758'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET NORTHWEST
 LX4758'OF A 24-INCH MAPLE TREE, 25.5 FEET WEST OF CENTER OF PLAIN HILL
 LX4758'ROAD AND 6.5 FEET EAST OF A ROCK FENCE.  (NOTE DESC.)
 LX4758'
 LX4758'NOTE-- NO MEASUREMENTS BETWEEN THE RMS, DUE TO HEAVY BRUSH
 LX4758'ON LINE.
 LX4758'
 LX4758'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 LX4758'
 LX4758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4758'2 MILES SOUTHWEST OF BALTIC.
 LX4758
 LX4758                          STATION RECOVERY (2006)
 LX4758
 LX4758'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4758'STATION, RM2, AND RM3 FOUND GOOD.  LOCATION OF RM1 IS NOW A PLOWED
 LX4758'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3601 ***********************************************************************
 LW3601  DESIGNATION -  PLAINFIELD CONG CHURCH SPIRE
 LW3601  PID         -  LW3601
 LW3601  STATE/COUNTY-  CT/WINDHAM
 LW3601  USGS QUAD   -  PLAINFIELD (1983)
 LW3601
 LW3601                         *CURRENT SURVEY CONTROL
 LW3601  ___________________________________________________________________
 LW3601* NAD 83(1996)-  41 41 06.43206(N)    071 54 52.75051(W)     ADJUSTED  
 LW3601* NAVD 88     -                                                        
 LW3601  ___________________________________________________________________
 LW3601  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LW3601  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW3601
 LW3601  HORZ ORDER  -  THIRD
 LW3601
 LW3601.The horizontal coordinates were established by classical geodetic methods
 LW3601.and adjusted by the National Geodetic Survey in August 1998..
 LW3601
 LW3601
 LW3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3601
 LW3601.The geoid height was determined by GEOID03.
 LW3601
 LW3601;                    North         East     Units Scale Factor Converg.
 LW3601;SPC CT       -   247,335.330   374,347.886   MT  0.99998663   +0 33 14.0
 LW3601;SPC CT       -   811,466.00  1,228,173.02   sFT  0.99998663   +0 33 14.0
 LW3601;SPC RI       -    66,917.898    65,477.026   MT  1.00000841   -0 16 32.7
 LW3601;SPC RI       -   219,546.47    214,819.21   sFT  1.00000841   -0 16 32.7
 LW3601;UTM  19      - 4,618,921.676   257,416.763   MT  1.00032422   -1 56 21.5
 LW3601
 LW3601                          SUPERSEDED SURVEY CONTROL
 LW3601
 LW3601  NAD 83(1996)-  41 41 06.43125(N)    071 54 52.74992(W) AD(       ) 4
 LW3601  NAD 83(1992)-  41 41 06.43115(N)    071 54 52.74997(W) AD(       ) 4
 LW3601  NAD 83(1992)-  41 41 06.43123(N)    071 54 52.75051(W) AD(       ) 4
 LW3601  NAD 83(1986)-  41 41 06.43139(N)    071 54 52.75041(W) AD(       ) 4
 LW3601  NAD 27      -  41 41 06.07566(N)    071 54 54.48469(W) AD(       ) 3
 LW3601
 LW3601.Superseded values are not recommended for survey control.
 LW3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3601.See file dsdata.txt to determine how the superseded data were derived.
 LW3601
 LW3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5741718922(NAD 83)
 LW3601
 LW3601  HISTORY     - Date     Condition        Report By
 LW3601  HISTORY     - UNK      MONUMENTED
 LW3601  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW3601  HISTORY     - 19961001 GOOD             USPSQD
 LW3601
 LW3601                          STATION DESCRIPTION
 LW3601
 LW3601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3601'STATION IS THE APEX OF THE SPIRE ATOP THE FIRST
 LW3601'CONGREGATIONAL CHURCH IN PLAINFIELD.  THE SPIRE IS PAINTED
 LW3601'WHITE AND IS ABOUT 75 FEET HIGH.
 LW3601'
 LW3601'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 14A
 LW3601'IN PLAINFIELD, GO NORTH ON HIGHWAYS 12 AND 14A FOR 0.3 MILE
 LW3601'TO THE CHURCH ON THE LEFT ABOUT 0.05 MILE BEFORE REACHING
 LW3601'A SECOND JUNCTION OF HIGHWAYS 12 AND 14A.
 LW3601'
 LW3601'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3601'NORTHEAST EDGE OF PLAINFIELD.
 LW3601
 LW3601                          STATION RECOVERY (1996)
 LW3601
 LW3601'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3612 ***********************************************************************
 LW3612  DESIGNATION -  PLAINFIELD MUN TANK
 LW3612  PID         -  LW3612
 LW3612  STATE/COUNTY-  CT/WINDHAM
 LW3612  USGS QUAD   -  PLAINFIELD (1983)
 LW3612
 LW3612                         *CURRENT SURVEY CONTROL
 LW3612  ___________________________________________________________________
 LW3612* NAD 83(1996)-  41 40 35.33322(N)    071 55 28.52705(W)     ADJUSTED  
 LW3612* NAVD 88     -                                                        
 LW3612  ___________________________________________________________________
 LW3612  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LW3612  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LW3612
 LW3612  HORZ ORDER  -  THIRD
 LW3612
 LW3612.The horizontal coordinates were established by classical geodetic methods
 LW3612.and adjusted by the National Geodetic Survey in August 1998..
 LW3612
 LW3612
 LW3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3612
 LW3612.The geoid height was determined by GEOID03.
 LW3612
 LW3612;                    North         East     Units Scale Factor Converg.
 LW3612;SPC CT       -   246,367.975   373,529.689   MT  0.99998624   +0 32 50.3
 LW3612;SPC CT       -   808,292.26  1,225,488.65   sFT  0.99998624   +0 32 50.3
 LW3612;SPC RI       -    65,962.471    64,644.889   MT  1.00000913   -0 16 56.4
 LW3612;SPC RI       -   216,411.87    212,089.11   sFT  1.00000913   -0 16 56.4
 LW3612;UTM  19      - 4,617,990.510   256,556.969   MT  1.00032936   -1 56 44.1
 LW3612;UTM  18      - 4,618,428.037   755,998.528   MT  1.00040655   +2 02 45.7
 LW3612
 LW3612                          SUPERSEDED SURVEY CONTROL
 LW3612
 LW3612  NAD 83(1996)-  41 40 35.33245(N)    071 55 28.52660(W) AD(       ) 4
 LW3612  NAD 83(1992)-  41 40 35.33233(N)    071 55 28.52653(W) AD(       ) 4
 LW3612  NAD 83(1992)-  41 40 35.33246(N)    071 55 28.52721(W) AD(       ) 4
 LW3612  NAD 83(1986)-  41 40 35.33260(N)    071 55 28.52708(W) AD(       ) 4
 LW3612  NAD 27      -  41 40 34.97702(N)    071 55 30.26272(W) AD(       ) 3
 LW3612
 LW3612.Superseded values are not recommended for survey control.
 LW3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3612.See file dsdata.txt to determine how the superseded data were derived.
 LW3612
 LW3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5655717991(NAD 83)
 LW3612
 LW3612  HISTORY     - Date     Condition        Report By
 LW3612  HISTORY     - 1975     MONUMENTED       NGS
 LW3612  HISTORY     - 19961001 GOOD             USPSQD
 LW3612
 LW3612                          STATION DESCRIPTION
 LW3612
 LW3612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3612'THE STATION IS THE BALL ATOP OF A FOUR LEGGED WATER TANK WHICH
 LW3612'IS THE NORTH ONE OF TWO TANKS OWNED BY THE GALLUP WATER
 LW3612'SERVICE INCORPERATED.  IT IS 129 FEET HIGH AND IS PAINTED SILVER.
 LW3612'
 LW3612'TO REACH THE STATION FROM THE POST OFFICE IN PLAINFIELD, GO WEST
 LW3612'ON STATE HIGHWAY 14 A FOR 0.1 MILE TO A SIDE ROAD ON THE
 LW3612'LEFT.  TURN LEFT AND GO SOUTH ON SECOND STREET FOR 0.15 MILE
 LW3612'TO A THREE-WAY FORK.  TURN A SHARP RIGHT AND GO WEST ON
 LW3612'SUNNY BROOK PARK DRIVE FOR 0.15 MILE TO A GRAVELED SIDE ROAD
 LW3612'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR
 LW3612'ABOUT 50 FEET TO A GATE LEADING INTO THE PUBLIC WATER COMPOUND
 LW3612'AND THE TWO WATER TANKS ON TOP OF A SMALL HILL TO THE LEFT.
 LW3612
 LW3612                          STATION RECOVERY (1996)
 LW3612
 LW3612'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3604 ***********************************************************************
 LW3604  DESIGNATION -  PLAINFIELD OLD ACADEMY CUPOLA
 LW3604  PID         -  LW3604
 LW3604  STATE/COUNTY-  CT/WINDHAM
 LW3604  USGS QUAD   -  PLAINFIELD (1983)
 LW3604
 LW3604                         *CURRENT SURVEY CONTROL
 LW3604  ___________________________________________________________________
 LW3604* NAD 83(1996)-  41 41 05.33275(N)    071 54 42.78007(W)     ADJUSTED  
 LW3604* NAVD 88     -                                                        
 LW3604  ___________________________________________________________________
 LW3604  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LW3604  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW3604
 LW3604  HORZ ORDER  -  THIRD
 LW3604
 LW3604.The horizontal coordinates were established by classical geodetic methods
 LW3604.and adjusted by the National Geodetic Survey in August 1998..
 LW3604
 LW3604
 LW3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3604
 LW3604.The geoid height was determined by GEOID03.
 LW3604
 LW3604;                    North         East     Units Scale Factor Converg.
 LW3604;SPC CT       -   247,303.649   374,578.790   MT  0.99998661   +0 33 20.6
 LW3604;SPC CT       -   811,362.06  1,228,930.58   sFT  0.99998661   +0 33 20.6
 LW3604;UTM  19      - 4,618,879.967   257,646.147   MT  1.00032285   -1 56 14.8
 LW3604
 LW3604                          SUPERSEDED SURVEY CONTROL
 LW3604
 LW3604  NAD 83(1996)-  41 41 05.33140(N)    071 54 42.77904(W) AD(       ) 4
 LW3604  NAD 83(1992)-  41 41 05.33170(N)    071 54 42.77944(W) AD(       ) 4
 LW3604  NAD 83(1992)-  41 41 05.33127(N)    071 54 42.77959(W) AD(       ) 4
 LW3604  NAD 83(1986)-  41 41 05.33183(N)    071 54 42.77977(W) AD(       ) 4
 LW3604  NAD 27      -  41 41 04.97544(N)    071 54 44.50976(W) AD(       ) 3
 LW3604
 LW3604.Superseded values are not recommended for survey control.
 LW3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3604.See file dsdata.txt to determine how the superseded data were derived.
 LW3604
 LW3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5764618880(NAD 83)
 LW3604
 LW3604  HISTORY     - Date     Condition        Report By
 LW3604  HISTORY     - 1937     MONUMENTED       CTGS
 LW3604  HISTORY     - 19961001 MARK NOT FOUND   USPSQD
 LW3604
 LW3604                          STATION DESCRIPTION
 LW3604
 LW3604'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3604'A VERY OLD STONE, 2-STORY BUILDING SITUATED ON A HIGH HILL IN THE
 LW3604'CENTER OF PLAINFIELD ABOUT 1000 FEET EAST OF ROUTES 12 AND 14, AND
 LW3604'OPPOSITE THE PLAINFIELD CONGREGATIONAL CHURCH.  THE POINT OBSERVED
 LW3604'ON WAS THE FINIAL ON TOP OF THE METAL COVERED CUPOLA.  IT WAS
 LW3604'OBSERVED FROM STATION EASTER (V.G.)
 LW3604
 LW3604                          STATION RECOVERY (1996)
 LW3604
 LW3604'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7211 ***********************************************************************
 LX7211  DESIGNATION -  PLAINVILLE PRATT WHITNEY TANK
 LX7211  PID         -  LX7211
 LX7211  STATE/COUNTY-  CT/HARTFORD
 LX7211  USGS QUAD   -  BRISTOL (1984)
 LX7211
 LX7211                         *CURRENT SURVEY CONTROL
 LX7211  ___________________________________________________________________
 LX7211* NAD 83(1996)-  41 38 15.66484(N)    072 52 33.20687(W)     ADJUSTED  
 LX7211* NAVD 88     -                                                        
 LX7211  ___________________________________________________________________
 LX7211  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX7211  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX7211
 LX7211  HORZ ORDER  -  THIRD
 LX7211
 LX7211.The horizontal coordinates were established by classical geodetic methods
 LX7211.and adjusted by the National Geodetic Survey in August 1998..
 LX7211
 LX7211
 LX7211.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7211
 LX7211.The geoid height was determined by GEOID03.
 LX7211
 LX7211;                    North         East     Units Scale Factor Converg.
 LX7211;SPC CT       -   241,738.395   294,311.668   MT  0.99998478   -0 05 00.5
 LX7211;SPC CT       -   793,103.38    965,587.53   sFT  0.99998478   -0 05 00.5
 LX7211;UTM  18      - 4,611,729.413   676,912.854   MT  0.99998517   +1 24 42.0
 LX7211
 LX7211                          SUPERSEDED SURVEY CONTROL
 LX7211
 LX7211  NAD 83(1996)-  41 38 15.66434(N)    072 52 33.20689(W) AD(       ) 4
 LX7211  NAD 83(1992)-  41 38 15.66436(N)    072 52 33.20719(W) AD(       ) 4
 LX7211  NAD 83(1992)-  41 38 15.66624(N)    072 52 33.20862(W) AD(       ) 4
 LX7211  NAD 83(1986)-  41 38 15.66623(N)    072 52 33.20874(W) AD(       ) 4
 LX7211  NAD 27      -  41 38 15.30831(N)    072 52 34.84516(W) AD(       ) 3
 LX7211
 LX7211.Superseded values are not recommended for survey control.
 LX7211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7211.See file dsdata.txt to determine how the superseded data were derived.
 LX7211
 LX7211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7691311729(NAD 83)
 LX7211_MARKER: 53 = ELEVATED TANK
 LX7211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX7211+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 LX7211
 LX7211  HISTORY     - Date     Condition        Report By
 LX7211  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7211  HISTORY     - 20050512 GOOD             GEOCAC
 LX7211
 LX7211                          STATION DESCRIPTION
 LX7211
 LX7211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7211'THE STATION, IS THE VENT ATOP THE DOME SHAPED TOP, BLUE, FOUR
 LX7211'LEGGED, 30.5 METERS (100 FT) HIGH TANK, WITH THE LEGEND
 LX7211'(PRATT WHITNEY AIRCRAFT GROUP) PAINTED ON THE BOWL.
 LX7211'
 LX7211'THE STATION IS LOCATED 3.2 KM (2 MI) SOUTH OF PLAINVILLE,
 LX7211'0.8 KM (0.5 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 10
 LX7211'AND INTERSTATE HIGHWAY 84 (EXIT 32), ALONG THE EAST
 LX7211'EDGE OF THE PLANT COMPLEX.
 LX7211'OWNERSHIP--UNITED TECHNOLIGIES INCORPORATED, PLAINVILLE CT.
 LX7211
 LX7211                          STATION RECOVERY (2005)
 LX7211
 LX7211'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LX7211'THE TANK IS NOW PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7216 ***********************************************************************
 LX7216  DESIGNATION -  PLAINVILLE REDSTONE HILL SPIPE
 LX7216  PID         -  LX7216
 LX7216  STATE/COUNTY-  CT/HARTFORD
 LX7216  USGS QUAD   -  BRISTOL (1984)
 LX7216
 LX7216                         *CURRENT SURVEY CONTROL
 LX7216  ___________________________________________________________________
 LX7216* NAD 83(1996)-  41 38 30.62510(N)    072 53 33.55789(W)     ADJUSTED  
 LX7216* NAVD 88     -                                                        
 LX7216  ___________________________________________________________________
 LX7216  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 LX7216  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX7216
 LX7216  HORZ ORDER  -  THIRD
 LX7216
 LX7216.The horizontal coordinates were established by classical geodetic methods
 LX7216.and adjusted by the National Geodetic Survey in August 1998..
 LX7216
 LX7216
 LX7216.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7216
 LX7216.The geoid height was determined by GEOID03.
 LX7216
 LX7216;                    North         East     Units Scale Factor Converg.
 LX7216;SPC CT       -   242,202.108   292,915.677   MT  0.99998492   -0 05 40.5
 LX7216;SPC CT       -   794,624.75    961,007.52   sFT  0.99998492   -0 05 40.5
 LX7216;UTM  18      - 4,612,156.542   675,505.243   MT  0.99997906   +1 24 02.3
 LX7216
 LX7216                          SUPERSEDED SURVEY CONTROL
 LX7216
 LX7216  NAD 83(1996)-  41 38 30.62460(N)    072 53 33.55801(W) AD(       ) 4
 LX7216  NAD 83(1992)-  41 38 30.62460(N)    072 53 33.55806(W) AD(       ) 4
 LX7216  NAD 83(1992)-  41 38 30.62655(N)    072 53 33.56002(W) AD(       ) 4
 LX7216  NAD 83(1986)-  41 38 30.62652(N)    072 53 33.55994(W) AD(       ) 4
 LX7216  NAD 27      -  41 38 30.26960(N)    072 53 35.19804(W) AD(       ) 3
 LX7216
 LX7216.Superseded values are not recommended for survey control.
 LX7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7216.See file dsdata.txt to determine how the superseded data were derived.
 LX7216
 LX7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7550512157(NAD 83)
 LX7216_MARKER: 52 = STANDPIPE TANK
 LX7216
 LX7216  HISTORY     - Date     Condition        Report By
 LX7216  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7216
 LX7216                          STATION DESCRIPTION
 LX7216
 LX7216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7216'THE STATION, IS THE VENT ATOP THE PALE GREEN, 36.6 METERS
 LX7216'(120 FT) HIGH PLAINVILLE REDSTONE HILL STANDPIPE.
 LX7216'
 LX7216'THE STATION IS LOCATED 4.8 KM (3 MI) NORTH OF SOUTHINGTON,
 LX7216'3.2 KM (2 MI) SOUTH OF PLAINVILLE, 2 KM (1.25 MI)
 LX7216'NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 10 AND INTERSTATE
 LX7216'HIGHWAY 84 (EXIT 32), 0.3 KM (0.2 MI) WEST OF TRIANGULATION
 LX7216'STATION CRITIKON.
 LX7216'OWNERSHIP--CITY OF PLAINVILLE, PLAINVILLE, CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7157 ***********************************************************************
 LX7157  DESIGNATION -  PLAINVILLE TRW TANK
 LX7157  PID         -  LX7157
 LX7157  STATE/COUNTY-  CT/HARTFORD
 LX7157  USGS QUAD   -  NEW BRITAIN (1992)
 LX7157
 LX7157                         *CURRENT SURVEY CONTROL
 LX7157  ___________________________________________________________________
 LX7157* NAD 83(1996)-  41 40 22.82974(N)    072 51 20.70234(W)     ADJUSTED  
 LX7157* NAVD 88     -                                                        
 LX7157  ___________________________________________________________________
 LX7157  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX7157  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX7157
 LX7157  HORZ ORDER  -  THIRD
 LX7157
 LX7157.The horizontal coordinates were established by classical geodetic methods
 LX7157.and adjusted by the National Geodetic Survey in August 1998..
 LX7157
 LX7157
 LX7157.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7157
 LX7157.The geoid height was determined by GEOID03.
 LX7157
 LX7157;                    North         East     Units Scale Factor Converg.
 LX7157;SPC CT       -   245,659.356   295,994.500   MT  0.99998609   -0 04 12.4
 LX7157;SPC CT       -   805,967.40    971,108.62   sFT  0.99998609   -0 04 12.4
 LX7157;UTM  18      - 4,615,692.974   678,492.777   MT  0.99999207   +1 25 33.7
 LX7157
 LX7157                          SUPERSEDED SURVEY CONTROL
 LX7157
 LX7157  NAD 83(1996)-  41 40 22.82924(N)    072 51 20.70243(W) AD(       ) 4
 LX7157  NAD 83(1992)-  41 40 22.82945(N)    072 51 20.70254(W) AD(       ) 4
 LX7157  NAD 83(1992)-  41 40 22.83096(N)    072 51 20.70423(W) AD(       ) 4
 LX7157  NAD 83(1986)-  41 40 22.83105(N)    072 51 20.70426(W) AD(       ) 4
 LX7157  NAD 27      -  41 40 22.46901(N)    072 51 22.34512(W) AD(       ) 3
 LX7157
 LX7157.Superseded values are not recommended for survey control.
 LX7157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7157.See file dsdata.txt to determine how the superseded data were derived.
 LX7157
 LX7157_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7849315693(NAD 83)
 LX7157_MARKER: 53 = ELEVATED TANK
 LX7157
 LX7157  HISTORY     - Date     Condition        Report By
 LX7157  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7157
 LX7157                          STATION DESCRIPTION
 LX7157
 LX7157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7157'THE STATION, IS THE BALL ATOP THE CONICAL SHAPED ROOF, SILVER,
 LX7157'4 LEGGED, 27.4 METERS (90 FT) HIGH PLAINVILLE TRW TANK,
 LX7157'WITH THE LETTERS (TRW) PAINTED ON THE BOWL.
 LX7157'
 LX7157'THE STATION IS LOCATED IN THE EAST SECTION OF TOWN, 0.2 KM
 LX7157'(0.15 MI) SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 10
 LX7157'AND 72, 0.2 KM (0.1 MI) NORTH OF WOODFORD AVENUE, BETWEEN
 LX7157'THE G-E AND TRW PLANT BUILDINGS.
 LX7157'OWNERSHIP--TRW CORPORATION, PLAINVILLE CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5210 ***********************************************************************
 LX5210  FBN         -  This is a Federal Base Network Control Station.
 LX5210  DESIGNATION -  PLANT
 LX5210  PID         -  LX5210
 LX5210  STATE/COUNTY-  CT/NEW LONDON
 LX5210  USGS QUAD   -  NEW LONDON (1984)
 LX5210
 LX5210                         *CURRENT SURVEY CONTROL
 LX5210  ___________________________________________________________________
 LX5210* NAD 83(1996)-  41 18 57.88446(N)    072 03 58.24651(W)     ADJUSTED  
 LX5210* NAVD 88     -         9.1    (meters)      30.     (feet)  GPS OBS   
 LX5210  ___________________________________________________________________
 LX5210  X           -   1,477,229.393 (meters)                     COMP
 LX5210  Y           -  -4,564,376.695 (meters)                     COMP
 LX5210  Z           -   4,188,837.724 (meters)                     COMP
 LX5210  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LX5210  ELLIP HEIGHT-         -21.54  (meters)          (06/22/01) GPS OBS
 LX5210  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX5210
 LX5210  HORZ ORDER  -  A
 LX5210  ELLP ORDER  -  FOURTH    CLASS I
 LX5210
 LX5210.The horizontal coordinates were established by GPS observations
 LX5210.and adjusted by the National Geodetic Survey in July 1997..
 LX5210
 LX5210.The orthometric height was determined by GPS observations and a
 LX5210.high-resolution geoid model.
 LX5210
 LX5210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX5210
 LX5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5210
 LX5210.The ellipsoidal height was determined by GPS observations
 LX5210.and is referenced to NAD 83.
 LX5210
 LX5210.The geoid height was determined by GEOID03.
 LX5210
 LX5210;                    North         East     Units Scale Factor Converg.
 LX5210;SPC CT       -   206,239.312   362,057.089   MT  0.99999031   +0 27 12.3
 LX5210;SPC CT       -   676,636.81  1,187,848.97   sFT  0.99999031   +0 27 12.3
 LX5210;SPC NY L     -   129,430.005   461,913.965   MT  1.00002793   +1 15 53.6
 LX5210;SPC NY L     -   424,638.27  1,515,462.73   sFT  1.00002793   +1 15 53.6
 LX5210;UTM  18      - 4,577,998.624   745,570.258   MT  1.00034223   +1 56 16.5
 LX5210;UTM  19      - 4,578,382.005   243,349.510   MT  1.00041073   -2 01 31.6
 LX5210
 LX5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5210!SPC CT       -   1.00000338  x   0.99999031  =   0.99999369
 LX5210!SPC NY L     -   1.00000338  x   1.00002793  =   1.00003131
 LX5210!UTM  18      -   1.00000338  x   1.00034223  =   1.00034561
 LX5210!UTM  19      -   1.00000338  x   1.00041073  =   1.00041411
 LX5210
 LX5210|---------------------------------------------------------------------|
 LX5210| PID    Reference Object                     Distance      Geod. Az  |
 LX5210|                                                           dddmmss.s |
 LX5210| CZ7771 PLANT RM 2                           17.849 METERS 01955     |
 LX5210| LX5370 PLANT A PT                            4.065 METERS 03015     |
 LX5210| LX7657 STA 32022                           198.776 METERS 06911     |
 LX5210| LX5347 MANSION                             163.972 METERS 08116     |
 LX5210| LX5303 BLACK LEDGE BEACON                  APPROX. 1.3 KM 2002837.3 |
 LX5210| LX5339 BLACK LEDGE ROCKS THAMES R ENT      APPROX. 1.3 KM 2002837.2 |
 LX5210| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 1.5 KM 2194533.6 |
 LX5210| CZ7770 PLANT RM 1                           39.255 METERS 24149     |
 LX5210| LX5300 ARMSTRONGS FLAGPOLE                 APPROX. 2.5 KM 2611117.0 |
 LX5210| LX5228 CLARKE FLAGPOLE                     APPROX. 1.9 KM 2854908.9 |
 LX5210| LX5229 JOHNSTONS FLAGPOLE                  APPROX. 2.2 KM 2970705.4 |
 LX5210| LX5212 PHELPS FLAGPOLE                     APPROX. 0.9 KM 3081422.7 |
 LX5210|---------------------------------------------------------------------|
 LX5210
 LX5210                          SUPERSEDED SURVEY CONTROL
 LX5210
 LX5210  ELLIP H (07/24/97)  -21.58   (m)                       GP(       ) 3 2
 LX5210  NAD 83(1992)-  41 18 57.88331(N)    072 03 58.24537(W) AD(       ) A
 LX5210  ELLIP H (04/16/93)  -21.66   (m)                       GP(       ) 3 1
 LX5210  NAD 83(1986)-  41 18 57.88403(N)    072 03 58.25210(W) AD(       ) 2
 LX5210  NAD 27      -  41 18 57.53392(N)    072 03 59.98144(W) AD(       ) 2
 LX5210  NGVD 29 (07/19/86)    9.4    (m)           31.     (f) VERT ANG       
 LX5210
 LX5210.Superseded values are not recommended for survey control.
 LX5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5210.See file dsdata.txt to determine how the superseded data were derived.
 LX5210
 LX5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4557077999(NAD 83)
 LX5210_MARKER: DS = TRIANGULATION STATION DISK
 LX5210_SETTING: 66 = SET IN ROCK OUTCROP
 LX5210_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5210_STAMPING: PLANT
 LX5210_MARK LOGO: CGS   
 LX5210_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5210+STABILITY: POSITION/ELEVATION WELL
 LX5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5210+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX5210
 LX5210  HISTORY     - Date     Condition        Report By
 LX5210  HISTORY     - 1932     MONUMENTED       CGS
 LX5210  HISTORY     - 1932     GOOD             USE
 LX5210  HISTORY     - 1934     GOOD             CGS
 LX5210  HISTORY     - 1947     GOOD             CGS
 LX5210  HISTORY     - 1954     GOOD             CGS
 LX5210  HISTORY     - 1960     GOOD             CGS
 LX5210  HISTORY     - 1975     GOOD             NGS
 LX5210  HISTORY     - 1976     GOOD             USCG
 LX5210  HISTORY     - 1984     GOOD             USPSQD
 LX5210  HISTORY     - 19900314 GOOD             USPSQD
 LX5210  HISTORY     - 19920428 GOOD             NGS
 LX5210  HISTORY     - 19991206 GOOD             WOOLPT
 LX5210  HISTORY     - 20000615 GOOD             NGS
 LX5210  HISTORY     - 20010805 GOOD             CTGS
 LX5210  HISTORY     - 20011003 GOOD             USPSQD
 LX5210  HISTORY     - 20030522 GOOD             USPSQD
 LX5210  HISTORY     - 20050410 GOOD             CTGS
 LX5210
 LX5210                          STATION DESCRIPTION
 LX5210
 LX5210'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX5210'STATION IS LOCATED ON AVERY POINT ON THE E SIDE OF THE ENTRANCE
 LX5210'TO NEW LONDON HARBOR.  STATION IS ON THE PROPERTY OF THE PLANT
 LX5210'ESTATE.  IT IS MARKED WITH A STANDARD DISC STAMPED PLANT CEMENTED
 LX5210'IN A DRILL HOLE IN A LARGE OUTCROPPING LEDGE.  THE FOLLOWING
 LX5210'MEASUREMENTS WERE TAKEN FROM THE STATION--CENTER OF LARGE ROCK
 LX5210'TO N, NEAR ROAD TO MANSION, 19.45 METERS, CENTER OF OLD WELL TO
 LX5210'E 31.34 METERS, 1/2-INCH DRILL HOLE IN LEDGE TO SW 6.46 METERS.
 LX5210
 LX5210                          STATION RECOVERY (1932)
 LX5210
 LX5210'RECOVERY NOTE BY US ENGINEERS 1932
 LX5210'RECOVERED IN GOOD CONDITION.
 LX5210
 LX5210                          STATION RECOVERY (1934)
 LX5210
 LX5210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5210'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.  TWO
 LX5210'REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--REFERENCE MARK NO. 1
 LX5210'A STANDARD DISC SET IN A DRILL HOLE IN LEDGE 39.90 METERS
 LX5210'SOUTHWESTERLY OF STATION.  REFERENCE MARK NO. 2 SET IN A DRILL
 LX5210'HOLE IN THE SAME LEDGE 17.86 METERS NORTHWESTERLY OF THE STATION.
 LX5210
 LX5210                          STATION RECOVERY (1947)
 LX5210
 LX5210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (JCS)
 LX5210'RECOVERED AS DESCRIBED.  MARK IS IN GOOD CONDITION.  ORIGINAL
 LX5210'DESCRIPTION IS ADEQUATE EXCEPT THAT THE PROPERTY IS NOW USED BY THE
 LX5210'U.S. COAST GUARD AS A TRAINING SCHOOL.  NO SEARCH WAS MADE FOR
 LX5210'REFERENCE MARKS AND NO MEASUREMENTS WERE TAKEN.  THE OLD WELL
 LX5210'MENTIONED IN THE ORIGINAL DESCRIPTION IS STILL IN PLACE AND IS IN
 LX5210'GOOD CONDITION.  REFERENCE MARK 2 (G.C.M., 1934) IS IN PLACE AND
 LX5210'IN GOOD CONDITION.
 LX5210
 LX5210                          STATION RECOVERY (1954)
 LX5210
 LX5210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5210'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5210'AREA BETWEEN THE STATION AND SEAWALL HAS BEEN FILLED.  THE PLANT
 LX5210'ESTATE IS NOW THE COAST GUARD TRAINING STATION.  A COMPLETE NEW
 LX5210'DESCRIPTION FOLLOWS--
 LX5210'
 LX5210'STATION IS LOCATED ON AVERY POINT.  IT IS A STANDARD DISK,
 LX5210'STAMPED PLANT 1934 AND SET IN A DRILL HOLE IN AN OUTCROPPING
 LX5210'LEDGE ON THE W SIDE OF AVERY POINT, ON THE GROUNDS OF THE COAST
 LX5210'GUARD TRAINING STATION.
 LX5210'
 LX5210'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PLANT NO 1 1934 AND
 LX5210'SET IN A DRILL HOLE IN A LEDGE NEAR THE SHORELINE, AND AT TIME
 LX5210'OF RECOVERY WAS PARTIALLY COVERED BY A LARGE STONE WHICH HAD
 LX5210'BEEN DISPLACED FROM A RETAINING WALL ALONG THE W SIDE OF THE LAWN.
 LX5210'
 LX5210'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PLANT NO 2 1934 AND
 LX5210'SET IN A DRILL HOLE IN THE SAME LEDGE AS THE STATION.
 LX5210
 LX5210                          STATION RECOVERY (1960)
 LX5210
 LX5210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5210'RECOVERED AS DESCRIBED.  STATION AND REFERENCE MARKS ARE IN GOOD
 LX5210'CONDITION.  DESCRIPTIONS ARE ADEQUATE.
 LX5210
 LX5210                          STATION RECOVERY (1975)
 LX5210
 LX5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5210'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5210'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 LX5210'SHORTER BY 0.645 METERS AND THE DISTANCE TO REFERENCE MARK 2
 LX5210'WAS FOUND SHORTER BY 0.011 METERS.  THE DIRECTION TO BOTH
 LX5210'REFERENCE MARKS CHECKED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5210'
 LX5210'STATION IS ABOUT 3-1/4 MILES SOUTHEAST OF NEW LONDON, 3
 LX5210'MILES SOUTH OF GROTON, 2 MILES EAST-NORTHEAST OF OCEAN BEACH,
 LX5210'AT THE MOUTH OF AND ON THE EAST SIDE OF THE THAMES RIVER,
 LX5210'AT THE SITE OF THE UNIVERSITY OF CONNECTICUT SOUTHWESTERN
 LX5210'BRANCH MARINE SCIENCE INSTITUE AND COAST GUARD RESEARCH AND
 LX5210'DEVELOPMENT CENTER AND ON PROPERTY OWNED BY THE STATE.
 LX5210'
 LX5210'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX5210'POQUONOCK ROAD, WHICH IS ABOUT 1/4 MILE SOUTH OF THE POST
 LX5210'OFFICE IN GROTON, GO SOUTHWEST AND WEST ON POQUONOCK ROAD FOR
 LX5210'0.9 MILE TO THE JUNCTION OF RAINVILLE AVENUE.  TURN
 LX5210'LEFT AND GO SOUTHWEST AND WEST ON RAINVILLE AVENUE FOR 0.45
 LX5210'MILE TO THE JUNCTION OF BENHAM ROAD.  TURN LEFT AND GO
 LX5210'SOUTHERLY ON BENHAM ROAD FOR 0.55 MILE TO THE JUNCTION OF
 LX5210'EASTERN POINT ROAD.  CONTINUE SOUTHERLY ON EASTERN POINT ROAD
 LX5210'FOR 1.3 MILES TO THE ENTRANCE OF THE UNIVERSITY OF
 LX5210'CONNECTICUT SOUTHWESTERN BRANCH MARINE SCIENCE INSTITUTE AND
 LX5210'COAST GUARD RESEARCH AND DEVELOPMENT CENTER ON THE RIGHT.
 LX5210'TURN RIGHT INTO THE ENTRANCE AND GO SOUTHEASTERLY ON WEST
 LX5210'ROAD FOR 0.2 MILE TO THE JUNCTION OF WEST CIRCLE.  (TO REACH
 LX5210'MANSION WHICH IS USED AS AN AZIMUTH MARK FROM HERE, CONTINUE
 LX5210'SOUTHEASTERLY ON WEST ROAD FOR 0.5 MILE TO THE JUNCTION SOUTH
 LX5210'ROAD.  TURN LEFT AND GO EAST ON SOUTH ROAD FOR 0.1 MILE TO THE
 LX5210'OLD CASTLE MANSION ON THE RIGHT AND THE MARK ON THE ROOF OF THE
 LX5210'ROUND WATCH TOWER WHICH IS PART OF THE BUILDING).  TURN RIGHT
 LX5210'AND GO SOUTHWEST AND SOUTH ON WEST CIRCLE FOR 0.1 MILE TO A
 LX5210'LARGE ROCK OUTCROP ON THE RIGHT AND THE STATION ON RIGHT AS
 LX5210'DESCRIBED.
 LX5210'
 LX5210'STATION MARK, STAMPED PLANT, IS A STANDARD DISK CEMENTED IN
 LX5210'A DRILL HOLE IN A LARGE ROCK OUTCROP WITH THE PROJECTION
 LX5210'VARYING FROM THE GROUND SURFACE.  IT IS 110 FEET NORTHEAST OF
 LX5210'THE EDGE OF A BANK NEAR THE WATERS EDGE, 100 FEET WEST OF THE
 LX5210'WEST SIDE OF AN OLD WELL, 77.5 FEET SOUTHWEST OF CENTER OF
 LX5210'WEST CIRCLE AND 8.3 FEET NORTH OF A FLAG POLE.
 LX5210'
 LX5210'REFERENCE MARK 1, STAMPED PLANT NO 1 1934, IS A STANDARD DISK
 LX5210'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH IS ABOUT
 LX5210'3 FEET HIGHER THAN THE HIGH WATER LINE.  IT IS 130 FEET WEST
 LX5210'OF THE FLAG POLE, 27 FEET EAST OF THE HIGH WATER LINE AND 21
 LX5210'FEET WEST OF THE EDGE OF THE BANK.
 LX5210'
 LX5210'REFERENCE MARK 2, STAMPED PLANT NO 2 1934, IS A STANDARD DISK
 LX5210'CEMENTED IN A DRILL HOLE IN THE SAME LARGE ROCK OUTCROP AS
 LX5210'THE STATION.  IT IS 104 FEET NORTHWEST OF THE NORTHWEST SIDE
 LX5210'OF THE WELL, 65 FEET NORTHEAST OF THE FLAG POLE, 17 FEET
 LX5210'SOUTHWEST OF CENTER OF WEST CIRCLE AND 1 FOOT SOUTHWEST OF A
 LX5210'LARGE 10 BY 12 FOOT BOULDER WHICH PROJECTS ABOUT 6 FEET
 LX5210'ABOVE THE GROUND SURFACE.
 LX5210'
 LX5210'AZIMUTH MARK, STAMPED MANSION 1975, IS A STANDARD TRIANGULATION
 LX5210'STATION DISK SET IN A SQUARE CONCRETE BLOCK WHICH IS BONDED
 LX5210'TO THE ROOF OF A BUILDING AND PROJECTS ABOUT 3 INCHES ABOVE
 LX5210'THE ROOF.  IT IS 8 FEET WEST OF CENTER OF A 2 BY 2 FOOT
 LX5210'CONCRETE BLOCK THAT PROJECTS ABOUT 2-1/2 FEET ABOVE THE ROOF
 LX5210'OF THE WATCH TOWER AND 3 FEET SOUTHEAST OF THE WEST EDGE OF
 LX5210'THE ROOF.
 LX5210'
 LX5210'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
 LX5210'
 LX5210'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5210'2 MILES EAST-NORTHEAST OF OCEAN BEACH.
 LX5210
 LX5210                          STATION RECOVERY (1976)
 LX5210
 LX5210'RECOVERY NOTE BY US COAST GUARD 1976 (RM)
 LX5210'PLANT USE GOOD
 LX5210
 LX5210                          STATION RECOVERY (1984)
 LX5210
 LX5210'RECOVERY NOTE BY US POWER SQUADRON 1984 (HJW)
 LX5210'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 LX5210'CONDITION.
 LX5210
 LX5210                          STATION RECOVERY (1990)
 LX5210
 LX5210'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGS)
 LX5210'RECOVERED IN GOOD CONDITION.
 LX5210
 LX5210                          STATION RECOVERY (1992)
 LX5210
 LX5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LX5210'STATION WAS FOUND WITH NO DATE STAMPED ON DISK.  RM 1 NOT SEARCHED
 LX5210'FOR.  RM 2 FOUND IN GOOD CONDITION.  AN UPDATED DESCRIPTION FOLLOWS.
 LX5210'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTHEAST OF NEW LONDON, 4.8
 LX5210'KM (3.00 MI) SOUTH OF GROTON, 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 LX5210'OCEAN BEACH, AT THE MOUTH AND ON THE EAST SIDE OF THE THAMES RIVER,
 LX5210'AT THE SITE OF THE UNIVERSITY OF CONNECTICUT SOUTHWESTERN BRANCH
 LX5210'MARINE SCIENCE INSTITUTE AND COAST GUARD RESEARCH AND DEVELOPMENT
 LX5210'CENTER, AT AVERY POINT.  OWNERSHIP--UNIVERSITY OF CONNECTICUT,
 LX5210'CONTACT WAS JAY SPALDING USCG, PHONE 203-441-2687. NOTE-NOTIFY OF
 LX5210'WORK SCHEDULE.
 LX5210'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 349 (RAINVILLE
 LX5210'AVE.) AND BENHAM ROAD, LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF
 LX5210'INTERSTATE HIGHWAY 95 EXIT 86, AND ON THE SOUTH SIDE OF GROTON, GO
 LX5210'SOUTH ALONG BENHAM ROAD FOR 1.1 KM (0.70 MI) TO THE PFIZER PLANT ON
 LX5210'THE LEFT.  CONTINUE SOUTH ALONG BENHAM ROAD WHICH IS NOW ALSO STATE
 LX5210'ROUTE 349 FOR 1.6 KM (1.00 MI) TO THE END OF STATE ROUTE 349 AND THE
 LX5210'ENTRANCE TO THE UNIVERSITY OF CONNECTICUT AND U.S. COAST GUARD
 LX5210'RESEARCH CENTER ON THE RIGHT.  GO RIGHT THROUGH ENTRANCE SOUTHERLY
 LX5210'ALONG THE MAIN TRAVELED ASPHALT ROAD FOR 0.24 KM (0.15 MI) TO NORTH
 LX5210'ROAD ON THE LEFT.  CONTINUE SOUTHERLY ALONG MAIN TRAVELED ASPHALT
 LX5210'ROAD FOR 0.2 KM (0.10 MI) TO JUNCTION OF WEST CR. (WEST CIRCLE).
 LX5210'BEAR RIGHT SOUTHWESTERLY ALONG ONE-WAY WEST CR. FOR 0.2 KM
 LX5210'(0.10 MI) TO THE SOUTHERNMOST POINT, HIGHEST GROUND AND THE STATION
 LX5210'ON THE RIGHT IN A LARGE OUTCROP OF ROCK WHICH ALSO HAS A FLAGPOLE AND
 LX5210'A 10 FT (3.0 M) BY 12 FT (3.7 M) BOULDER ON TOP OF IT.
 LX5210'STATION IS SET IN THE TOP OF THE ROCK OUTCROP AND IS ABOUT 33.5 M
 LX5210'(109.9 FT) NORTHEAST OF THE BANK NEAR THE WATERS EDGE, 30.5 M
 LX5210'(100.1 FT) WEST OF AN OLD WELL, 23.6 M (77.4 FT) SOUTHWEST OF THE
 LX5210'CENTER OF WEST CR. AND 2.5 M (8.2 FT) NORTH OF A FLAGPOLE.
 LX5210
 LX5210                          STATION RECOVERY (1999)
 LX5210
 LX5210'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX5210'RECOVERED AS DESCRIBED.
 LX5210
 LX5210                          STATION RECOVERY (2000)
 LX5210
 LX5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LX5210'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION, NEW
 LX5210'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 4.8 K M SOUTH OF
 LX5210'GROTON, ON THE PROPERTY OF THE UNIVERSITY OF CONNECTICUT AT
 LX5210'AVERY POINT LOCATED ON THE MOUTH OF THE THAMES RIVER, SET IN A
 LX5210'MASSIVE LEDGE OF ROCK OUTCROP, ABOUT 33.53 M (110.01 FT) NORTHEAST
 LX5210'OF THE EAST BANK OF THE THAMES RIVER AND ON THE SOUTHWEST SIDE
 LX5210'OF WEST CIRCLE ROAD WHICH PASSES BETWEEN THE ROCK LEDGE.
 LX5210'OWNERSHIP--UNIVERSITY OF CONNECTICUT, CONTACT MS CAROLYN
 LX5210'BUOZISZEWSKI OR MR JOE COMPRONE (DIRECTORS OFFICE) ONE DAY IN
 LX5210'ADVANCE BEFORE OCCUPYING THE STATION, PHONE 860-405-9010.  TO
 LX5210'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LX5210'(NORTH BOUND EXIT 85 AND US HIGHWAY 1) LOCATED ON THE EAST SIDE OF
 LX5210'GROTON, FROM THE NORTH BOUND LANE OF INTERSTATE 95 AND THE EXIT
 LX5210'RAMP OF EXIT 85 GO SOUTHEAST ON THE EXIT RAMP FOR 1.21 KM (0.75 MI)
 LX5210'TO THE JUNCTION OF US HIGHWAY 1 (AT A TRAFFIC LIGHT), TURN RIGHT,
 LX5210'SOUTHEAST ON HIGHWAY 1 FOR 0.16 KM (0.10 MI) TO THE ENTRANCE RAMP
 LX5210'FOR STATE HIGHWAY 349 ON THE RIGHT, BEAR RIGHT, SOUTH ON HIGHWAY
 LX5210'349 FOR 2.17 KM (1.35 MI) TO A TRAFFIC LIGHT AT THE JUNCTION OF
 LX5210'HIGHWAY
 LX5210'349 TURNING RIGHT (RAINVILLE AVENUE) AND BRANDEGEE AVENUE
 LX5210'STRAIGHT AHEAD, TURN RIGHT, EASTERLY ON HIGHWAY 349 (RAINVILLE
 LX5210'AVENUE) FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF BENHAM ROAD ON THE
 LX5210'LEFT (AT TRAFFIC LIGHT), TURN LEFT, SOUTHERLY ON BENHAM ROAD FOR
 LX5210'0.80 KM (0.50 MI) TO AN AMBER FLASHING LIGHT AT THE EAST POINT FIRE
 LX5210'STATION ON THE LEFT, CONTINUE STRAIGHT AHEAD, SOUTHERLY ON (WHAT
 LX5210'IS NOW) EASTERN POINT ROAD FOR 1.93 KM (1.20 MI) TO THE ENTRANCE
 LX5210'DRIVE OF THE UNIVERSITY OF CONNECTICUT ON THE RIGHT, BEAR RIGHT,
 LX5210'SOUTHEAST ON THE DRIVE FOR 0.32 KM (0.20 MI) TO A SMALL TRAFFIC
 LX5210'ROTARY AT THE POLICE STATION ON THE RIGHT, BEAR RIGHT AND TURN
 LX5210'RIGHT, SOUTHWESTERLY PASSING THE POLICE STATION ON WEST CIRCLE
 LX5210'ROAD (ONE WAY NARROW ROAD) FOR 0.24 KM (0.15 MI) TO A LARGE BOULDER
 LX5210'ON THE RIGHT AT THE HIGHEST POINT OF THE ROAD WHERE IT PASSES
 LX5210'THROUGH A MASSIVE ROCK LEDGE AND TO THE STATION ON THE RIGHT IN
 LX5210'THE ROCK LEDGE JUST NORTH OF A SQUARE CONCRETE FOUNDATION (OLD
 LX5210'FLAG POLE BASE).  THE STATION IS AN NGS TRIANGULATION STATION DISK
 LX5210'CEMENTED IN A DRILL HOLE ON THE SOUTHWEST SIDE OF THE MASSIVE
 LX5210'ROCK LEDGE ABOUT 1.53 M (5.02 FT) ABOVE THE BANK OF THE RIVER.
 LX5210'LOCATED 26.52 M (87.01 FT) EAST OF THE NORTHEAST CORNER OF A 14 X 5-FT
 LX5210'CONCRETE SLAB FLUSH WITH THE GROUND AT THE BANK OF THE RIVER
 LX5210'WITH A 5 CM BRASS DISK IN ITS CENTER, 23.63 M (77.53 FT) SOUTHWEST OF
 LX5210'THE CENTER OF THE ROAD 17.99 M (59.02 FT) SOUTH-SOUTHWEST OF RM 2
 LX5210'(LOCATED AT THE BASE OF THE LARGE BOULDER ALONG THE SOUTHWEST
 LX5210'SIDE OF THE ROAD) AND 1.92 M (6.30 FT) NORTH OF THE NORTH CORNER OF
 LX5210'A SMALL SQUARE CONCRETE FOUNDATION ATTACHED TO THE LEDGE (OLD
 LX5210'FLAG POLE BASE).
 LX5210'
 LX5210
 LX5210                          STATION RECOVERY (2001)
 LX5210
 LX5210'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB)
 LX5210'RECOVERED AS DESCRIBED.
 LX5210' 
 LX5210'
 LX5210
 LX5210                          STATION RECOVERY (2001)
 LX5210
 LX5210'RECOVERY NOTE BY US POWER SQUADRON 2001 (BWR)
 LX5210'FOUND IN GOOD CONDITION
 LX5210
 LX5210                          STATION RECOVERY (2003)
 LX5210
 LX5210'RECOVERY NOTE BY US POWER SQUADRON 2003 (BWR)
 LX5210'RECOVERED IN GOOD CONDITION.
 LX5210
 LX5210                          STATION RECOVERY (2005)
 LX5210
 LX5210'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX5210'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5458 ***********************************************************************
 LX5458  DESIGNATION -  PLANT
 LX5458  PID         -  LX5458
 LX5458  STATE/COUNTY-  CT/NEW LONDON
 LX5458  USGS QUAD   -  NIANTIC (1983)
 LX5458
 LX5458                         *CURRENT SURVEY CONTROL
 LX5458  ___________________________________________________________________
 LX5458* NAD 83(1996)-  41 21 06.14779(N)    072 11 13.75536(W)     ADJUSTED  
 LX5458* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5458  ___________________________________________________________________
 LX5458  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LX5458  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5458
 LX5458  HORZ ORDER  -  SECOND
 LX5458
 LX5458.The horizontal coordinates were established by classical geodetic methods
 LX5458.and adjusted by the National Geodetic Survey in August 1998..
 LX5458
 LX5458.The orthometric height was scaled from a topographic map.
 LX5458
 LX5458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5458
 LX5458.The geoid height was determined by GEOID03.
 LX5458
 LX5458;                    North         East     Units Scale Factor Converg.
 LX5458;SPC CT       -   210,123.054   351,902.229   MT  0.99998816   +0 22 23.5
 LX5458;SPC CT       -   689,378.72  1,154,532.56   sFT  0.99998816   +0 22 23.5
 LX5458;UTM  18      - 4,581,619.013   735,314.838   MT  1.00028152   +1 51 33.3
 LX5458
 LX5458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5458!SPC CT       -   1.00000467  x   0.99998816  =   0.99999283
 LX5458!UTM  18      -   1.00000467  x   1.00028152  =   1.00028620
 LX5458
 LX5458|---------------------------------------------------------------------|
 LX5458| PID    Reference Object                     Distance      Geod. Az  |
 LX5458|                                                           dddmmss.s |
 LX5458| CZ7770 PLANT RM 1                           15.600 METERS 01943     |
 LX5458| CZ7771 PLANT RM 2                           41.230 METERS 15111     |
 LX5458| LX5490 BRANIERS CHIMNEY                    294.822 METERS 15238     |
 LX5458| LX5459 SANDY POINT                         472.827 METERS 1730504.5 |
 LX5458| LX5454 STONE DOCK                          373.924 METERS 21249     |
 LX5458| LX5452 TURKEY                              APPROX. 0.6 KM 3301430.2 |
 LX5458| LX5455 MACHOL                              440.644 METERS 3421927.2 |
 LX5458|---------------------------------------------------------------------|
 LX5458
 LX5458                          SUPERSEDED SURVEY CONTROL
 LX5458
 LX5458  NAD 83(1992)-  41 21 06.14670(N)    072 11 13.75468(W) AD(       ) 2
 LX5458  NAD 83(1986)-  41 21 06.14808(N)    072 11 13.75902(W) AD(       ) 2
 LX5458  NAD 27      -  41 21 05.81200(N)    072 11 15.48500(W) AD(       ) 2
 LX5458
 LX5458.Superseded values are not recommended for survey control.
 LX5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5458.See file dsdata.txt to determine how the superseded data were derived.
 LX5458
 LX5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3531581619(NAD 83)
 LX5458_MARKER: DS = TRIANGULATION STATION DISK
 LX5458_SETTING: 66 = SET IN ROCK OUTCROP
 LX5458_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5458+STABILITY: POSITION/ELEVATION WELL
 LX5458
 LX5458  HISTORY     - Date     Condition        Report By
 LX5458  HISTORY     - 1934     MONUMENTED       CGS
 LX5458  HISTORY     - 1971     GOOD             CTDT
 LX5458  HISTORY     - 1984     GOOD             USPSQD
 LX5458
 LX5458                          STATION DESCRIPTION
 LX5458
 LX5458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5458'THE STATION IS LOCATED ON THE POINT 2500 FEET N OF SANDY POINT
 LX5458'AND ON THE E SIDE OF THE RIVER.  IT IS THE FIRST POINT N OF
 LX5458'AN OLD HOTEL OWNED BY PHILIP PLANT.  IT IS MARKED BY A
 LX5458'STANDARD DISC SET IN LEDGE ON THE BEACH AND IS COVERED AT HIGH
 LX5458'WATER.  THE LEDGE IS COVERED WITH SAND MOST OF THE TIME.
 LX5458'
 LX5458'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5458'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5458'NO. 1 AND NO. 2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING
 LX5458'BEDROCK.
 LX5458'
 LX5458'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN LEDGE N OF THE
 LX5458'STATION AND IS AT THE HIGH WATER LINE.  REFERENCE MARK NO. 2 IS A
 LX5458'STANDARD DISC SET IN LEDGE NEAR THE HIGH WATER LINE SE OF THE
 LX5458'STATION.
 LX5458'
 LX5458'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5458
 LX5458                          STATION RECOVERY (1971)
 LX5458
 LX5458'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5458'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 1A AND
 LX5458'95 IN EAST LYME GO SOUTHEAST ON ROUTE 1A FOR 0.6 MILES, TURN
 LX5458'RIGHT, SOUTH, ON OSWEGATCHIE ROAD AND GO 1.3 MILES TO PLANT
 LX5458'DRIVE ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO THE GRAVEL
 LX5458'DRIVE ON THE RIGHT LEADING TO THE IMLAY HOUSE.  FOLLOW THE
 LX5458'DRIVEWAY AROUND THE HOUSE TO A CONCRETE WALK LEADING TO A
 LX5458'GAZEBO.  THE STATION IS TO THE LEFT OF THE STEPS LEADING TO THE
 LX5458'BASE OF A RETAINING WALL, ABOUT 8 FEET WEST OF THE WALL.
 LX5458'
 LX5458'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDTION.
 LX5458
 LX5458                          STATION RECOVERY (1984)
 LX5458
 LX5458'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5458'PLANT 1934 RECOVERED GOOD.
 LX5458'
 LX5458'PLANT RM 1 1934 RECOVERED GOOD.
 LX5458'
 LX5458'PLANT RM 2 1934 RECOVERED GOOD.  RECOVERED AS DESCRIBED EXCEPT
 LX5458'RM 2 WAS UNDER 1 FOOT OF SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5208 ***********************************************************************
 LX5208  DESIGNATION -  PLANTS FLAGPOLE
 LX5208  PID         -  LX5208
 LX5208  STATE/COUNTY-  CT/NEW LONDON
 LX5208  USGS QUAD   -  NEW LONDON (1984)
 LX5208
 LX5208                         *CURRENT SURVEY CONTROL
 LX5208  ___________________________________________________________________
 LX5208* NAD 83(1996)-  41 18 57.65351(N)    072 03 55.90410(W)     ADJUSTED  
 LX5208* NAVD 88     -                                                        
 LX5208  ___________________________________________________________________
 LX5208  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LX5208  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX5208
 LX5208  HORZ ORDER  -  THIRD
 LX5208
 LX5208.The horizontal coordinates were established by classical geodetic methods
 LX5208.and adjusted by the National Geodetic Survey in August 1998..
 LX5208
 LX5208
 LX5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5208
 LX5208.The geoid height was determined by GEOID03.
 LX5208
 LX5208;                    North         East     Units Scale Factor Converg.
 LX5208;SPC CT       -   206,232.619   362,111.625   MT  0.99999032   +0 27 13.8
 LX5208;SPC CT       -   676,614.85  1,188,027.89   sFT  0.99999032   +0 27 13.8
 LX5208;SPC NY L     -   129,424.085   461,968.592   MT  1.00002792   +1 15 55.1
 LX5208;SPC NY L     -   424,618.85  1,515,641.96   sFT  1.00002792   +1 15 55.1
 LX5208;UTM  18      - 4,577,993.344   745,624.968   MT  1.00034256   +1 56 18.0
 LX5208;UTM  19      - 4,578,372.956   243,403.728   MT  1.00041038   -2 01 30.0
 LX5208
 LX5208                          SUPERSEDED SURVEY CONTROL
 LX5208
 LX5208  NAD 83(1992)-  41 18 57.65239(N)    072 03 55.90304(W) AD(       ) 4
 LX5208  NAD 83(1986)-  41 18 57.65297(N)    072 03 55.90933(W) AD(       ) 4
 LX5208  NAD 27      -  41 18 57.30200(N)    072 03 57.64500(W) AD(       ) 3
 LX5208
 LX5208.Superseded values are not recommended for survey control.
 LX5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5208.See file dsdata.txt to determine how the superseded data were derived.
 LX5208
 LX5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4562577993(NAD 83)
 LX5208_MARKER: 62 = FLAGPOLE
 LX5208
 LX5208  HISTORY     - Date     Condition        Report By
 LX5208  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5208  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX5208
 LX5208                          STATION DESCRIPTION
 LX5208
 LX5208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5208'THE PLANT ESTATE IS ON THE SOUTHERN END OF AVERY POINT E OF THE
 LX5208'MOUTH OF THE THAMES RIVER.  THE FLAGPOLE IS JUST S OF THE DRIVE
 LX5208'FROM THE E AND E OF AN OLD WELL, THE WALL OF WHICH IS CONCRETE.  IT
 LX5208'IS SOUTHWESTERLY OF THE PLANT MANSION.  THE POLE IS 12 INCHES IN
 LX5208'DIAMETER AND ABOUT 60 FEET TALL.
 LX5208'
 LX5208'THE STATION IS THE CENTER LINE OF THE POLE AT THE BASE.
 LX5208
 LX5208                          STATION RECOVERY (1984)
 LX5208
 LX5208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (HJW)
 LX5208'THIS STATION WAS NOT RECOVERED AND FOUND NON EXISTENT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5476 ***********************************************************************
 LX5476  DESIGNATION -  PLATT
 LX5476  PID         -  LX5476
 LX5476  STATE/COUNTY-  CT/NEW LONDON
 LX5476  USGS QUAD   -  NIANTIC (1983)
 LX5476
 LX5476                         *CURRENT SURVEY CONTROL
 LX5476  ___________________________________________________________________
 LX5476* NAD 83(1996)-  41 20 13.94792(N)    072 10 28.43451(W)     ADJUSTED  
 LX5476* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5476  ___________________________________________________________________
 LX5476  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LX5476  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5476
 LX5476  HORZ ORDER  -  SECOND
 LX5476
 LX5476.The horizontal coordinates were established by classical geodetic methods
 LX5476.and adjusted by the National Geodetic Survey in August 1998..
 LX5476
 LX5476.The orthometric height was scaled from a topographic map.
 LX5476
 LX5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5476
 LX5476.The geoid height was determined by GEOID03.
 LX5476
 LX5476;                    North         East     Units Scale Factor Converg.
 LX5476;SPC CT       -   208,519.673   352,966.456   MT  0.99998899   +0 22 53.6
 LX5476;SPC CT       -   684,118.29  1,158,024.11   sFT  0.99998899   +0 22 53.6
 LX5476;SPC NY L     -   131,581.402   452,791.567   MT  1.00003099   +1 11 38.3
 LX5476;SPC NY L     -   431,696.65  1,485,533.67   sFT  1.00003099   +1 11 38.3
 LX5476;UTM  18      - 4,580,043.298   736,420.607   MT  1.00028794   +1 52 01.3
 LX5476
 LX5476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5476!SPC CT       -   1.00000468  x   0.99998899  =   0.99999367
 LX5476!SPC NY L     -   1.00000468  x   1.00003099  =   1.00003567
 LX5476!UTM  18      -   1.00000468  x   1.00028794  =   1.00029262
 LX5476
 LX5476:                Primary Azimuth Mark                     Grid Az
 LX5476:SPC CT       -  MC LERNON CHIMNEY                        002 54 26.1
 LX5476:SPC NY L     -  MC LERNON CHIMNEY                        002 05 41.4
 LX5476:UTM  18      -  MC LERNON CHIMNEY                        001 25 18.4
 LX5476
 LX5476|---------------------------------------------------------------------|
 LX5476| PID    Reference Object                     Distance      Geod. Az  |
 LX5476|                                                           dddmmss.s |
 LX5476| LX5477 MC LERNON CHIMNEY                   APPROX. 0.7 KM 0031719.7 |
 LX5476| CZ7772 PLATT RM 1                           15.550 METERS 02248     |
 LX5476| CZ7773 PLATT RM 2                           30.570 METERS 09600     |
 LX5476| LX5487 CAMP CROSS FLAGPOLE                 APPROX. 1.5 KM 2402302.7 |
 LX5476| LX5462 PINE GROVE FLAGPOLE                 APPROX. 0.8 KM 2524059.5 |
 LX5476| LX5461 PINE GROVE CASINO                   APPROX. 0.9 KM 2703734.5 |
 LX5476| LX5500 BEISHEIMS CHIMNEY                   APPROX. 1.4 KM 3284014.3 |
 LX5476| LX5464 DARROW FLAGPOLE                     APPROX. 1.3 KM 3311937.6 |
 LX5476| LX5467 MINOR CHIMNEY                       APPROX. 1.6 KM 3400448.4 |
 LX5476| LX5466 MINOR WINDMILL                      APPROX. 1.7 KM 3405243.6 |
 LX5476|---------------------------------------------------------------------|
 LX5476
 LX5476                          SUPERSEDED SURVEY CONTROL
 LX5476
 LX5476  NAD 83(1992)-  41 20 13.94680(N)    072 10 28.43382(W) AD(       ) 2
 LX5476  NAD 83(1986)-  41 20 13.94825(N)    072 10 28.43842(W) AD(       ) 2
 LX5476  NAD 27      -  41 20 13.60800(N)    072 10 30.16300(W) AD(       ) 2
 LX5476
 LX5476.Superseded values are not recommended for survey control.
 LX5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5476.See file dsdata.txt to determine how the superseded data were derived.
 LX5476
 LX5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3642180043(NAD 83)
 LX5476_MARKER: DS = TRIANGULATION STATION DISK
 LX5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5476_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5476+STABILITY: SURFACE MOTION
 LX5476
 LX5476  HISTORY     - Date     Condition        Report By
 LX5476  HISTORY     - 1934     MONUMENTED       CGS
 LX5476  HISTORY     - 1968     MARK NOT FOUND   CGS
 LX5476  HISTORY     - 1971     MARK NOT FOUND   CTGS
 LX5476
 LX5476                          STATION DESCRIPTION
 LX5476
 LX5476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5476'THE STATION IS LOCATED ON THE E SIDE OF THE NIANTIC RIVER ABOUT
 LX5476'ONE MILE N OF THE BRIDGE.  THE STATION IS MARKED BY A STANDARD
 LX5476'DISC SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST
 LX5476'FLUSH WITH THE GROUND.  IT IS AT THE S PROPERTY LINE AND ON THE
 LX5476'UPPER BANK OF THE RIVER.  THE SUB-SURFACE MARK IS A STANDARD
 LX5476'DISC SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE
 LX5476'SURFACE MARK.
 LX5476'
 LX5476'SURFACE, UNDERGROUND AND REFERENCE MARK NO.1 ARE STANDARD
 LX5476'BRONZE DISCS SET IN CONCRETE.
 LX5476'
 LX5476'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN THE TOP OF A 12-
 LX5476'BY 12- BY 30-INCH CONCRETE POST NEAR THE EDGE OF THE BANK AND
 LX5476'IN BACK OF W.H. PLATTS HOUSE.  REFERENCE NO.2 IS A STANDARD
 LX5476'DISC SET IN THE W CURB OF THE DRIVEWAY AND E OF THE STATION.
 LX5476'
 LX5476'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5476
 LX5476                          STATION RECOVERY (1968)
 LX5476
 LX5476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5476'THE STATION IS LOST.  THE PROPERTY OWNER, ON WHICH THE STATION
 LX5476'IS LOCATED, STATED THAT THE STATION WAS DESTROYED BY
 LX5476'EROSION.  R.M. NO.1 AND R.M. NO.2 WERE FOUND AS DESCRIBED.
 LX5476
 LX5476                          STATION RECOVERY (1971)
 LX5476
 LX5476'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5476'PLATT 1934 DESTROYED
 LX5476'
 LX5476'R.M. 1 HAS BEEN MOVED, NO VALUE/DESTROYED
 LX5476'
 LX5476'R.M. 2 GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6690 ***********************************************************************
 LX6690  DESIGNATION -  PLAZA
 LX6690  PID         -  LX6690
 LX6690  STATE/COUNTY-  CT/HARTFORD
 LX6690  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6690
 LX6690                         *CURRENT SURVEY CONTROL
 LX6690  ___________________________________________________________________
 LX6690* NAD 83(1996)-  41 46 15.49395(N)    072 41 18.56630(W)     ADJUSTED  
 LX6690* NAVD 88     -       118.7    (meters)     389.     (feet)  VERTCON   
 LX6690  ___________________________________________________________________
 LX6690  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LX6690  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX6690
 LX6690  HORZ ORDER  -  FIRST
 LX6690
 LX6690.The horizontal coordinates were established by classical geodetic methods
 LX6690.and adjusted by the National Geodetic Survey in August 1998..
 LX6690
 LX6690.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6690
 LX6690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6690
 LX6690.The geoid height was determined by GEOID03.
 LX6690
 LX6690;                    North         East     Units Scale Factor Converg.
 LX6690;SPC CT       -   256,536.128   309,914.897   MT  0.99999170   +0 02 26.8
 LX6690;SPC CT       -   841,652.28  1,016,779.12   sFT  0.99999170   +0 02 26.8
 LX6690;UTM  18      - 4,626,930.272   692,124.580   MT  1.00005424   +1 32 25.1
 LX6690
 LX6690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6690!SPC CT       -   0.99998598  x   0.99999170  =   0.99997768
 LX6690!UTM  18      -   0.99998598  x   1.00005424  =   1.00004022
 LX6690
 LX6690:                Primary Azimuth Mark                     Grid Az
 LX6690:SPC CT       -  TRAVELERS TOWER                          118 51 12.0
 LX6690:UTM  18      -  TRAVELERS TOWER                          117 21 13.7
 LX6690
 LX6690|---------------------------------------------------------------------|
 LX6690| PID    Reference Object                     Distance      Geod. Az  |
 LX6690|                                                           dddmmss.s |
 LX6690| LX6660 TRAVELERS TOWER                     APPROX. 1.5 KM 1185338.8 |
 LX6690| LX7016 ROCKY HILL VETERANS TANK            APPROX.12.9 KM 1664117.2 |
 LX6690|---------------------------------------------------------------------|
 LX6690
 LX6690                          SUPERSEDED SURVEY CONTROL
 LX6690
 LX6690  NAD 83(1996)-  41 46 15.49355(N)    072 41 18.56641(W) AD(       ) 1
 LX6690  NAD 83(1992)-  41 46 15.49381(N)    072 41 18.56666(W) AD(       ) 1
 LX6690  NAD 83(1992)-  41 46 15.49500(N)    072 41 18.56783(W) AD(       ) 1
 LX6690  NAD 83(1986)-  41 46 15.49534(N)    072 41 18.56795(W) AD(       ) 1
 LX6690  NAD 27      -  41 46 15.13390(N)    072 41 20.22852(W) AD(       ) 1
 LX6690  NGVD 29 (07/19/86)  118.9    (m)          390.     (f) VERT ANG       
 LX6690
 LX6690.Superseded values are not recommended for survey control.
 LX6690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6690.See file dsdata.txt to determine how the superseded data were derived.
 LX6690
 LX6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9212526930(NAD 83)
 LX6690_MARKER: DS = TRIANGULATION STATION DISK
 LX6690_SETTING: 0 = UNSPECIFIED SETTING
 LX6690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6690
 LX6690  HISTORY     - Date     Condition        Report By
 LX6690  HISTORY     - 1972     MONUMENTED       NGS
 LX6690
 LX6690                          STATION DESCRIPTION
 LX6690
 LX6690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX6690'STATION IS LOCATED ON THE CONCRETE WALKWAY AT SOUTH SIDE
 LX6690'OF THE MAIN ROOF OF THE HARTFORD INSURANCE PLAZA BUILDING
 LX6690'IN HARTFORD.  A SUPERSTRUCTURE HOUSING THE AIR CONDITIONING
 LX6690'SETS IN THE CENTER OF THE ROOF, AND EXTENDS ABOUT 22 FEET
 LX6690'HIGHER THAN THE MAIN ROOF AND STATION.
 LX6690'
 LX6690'TO REACH STATION, CONTACT SECURITY GUARDS INSIDE THE MAIN
 LX6690'ENTRANCE, WHO WILL THEN REACH THE BUILDING SUPERINTENDENT.
 LX6690'
 LX6690'STATION MARK IS A STANDARD DISK STAMPED PLAZA 1972 , CEMENTED
 LX6690'IN A DRILL HOLE IN THE CONCRETE WALKWAY WHICH RUNS AROUND
 LX6690'THE EDGE OF THE ENTIRE ROOF AND IS USED AS A RUNWAY FOR A
 LX6690'WINDOW-WASHING SCAFFOLD MACHINE.  STATION IS 6.0 FEET NORTH
 LX6690'OF THE SOUTH CONCRETE GUARD-RAIL, 4.0 FEET SOUTH OF EDGE OF
 LX6690'WALKWAY, 65.50 FEET WEST OF SOUTHEAST CORNER OF WALKWAY, 27.45
 LX6690'FEET SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF THE CENTER
 LX6690'SUPERSTRUCTURE, AND 42.09 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 LX6690'CORNER OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4819 ***********************************************************************
 LX4819  DESIGNATION -  PLEASURE
 LX4819  PID         -  LX4819
 LX4819  STATE/COUNTY-  CT/NEW LONDON
 LX4819  USGS QUAD   -  WILLIMANTIC (1984)
 LX4819
 LX4819                         *CURRENT SURVEY CONTROL
 LX4819  ___________________________________________________________________
 LX4819* NAD 83(1996)-  41 38 57.62975(N)    072 07 48.90035(W)     ADJUSTED  
 LX4819* NAVD 88     -       170.7    (meters)     560.     (feet)  VERTCON   
 LX4819  ___________________________________________________________________
 LX4819  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX4819  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX4819
 LX4819  HORZ ORDER  -  FIRST
 LX4819
 LX4819.The horizontal coordinates were established by classical geodetic methods
 LX4819.and adjusted by the National Geodetic Survey in August 1998..
 LX4819
 LX4819.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4819
 LX4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4819
 LX4819.The geoid height was determined by GEOID03.
 LX4819
 LX4819;                    North         East     Units Scale Factor Converg.
 LX4819;SPC CT       -   243,210.563   356,427.087   MT  0.99998517   +0 24 39.4
 LX4819;SPC CT       -   797,933.32  1,169,377.87   sFT  0.99998517   +0 24 39.4
 LX4819;UTM  18      - 4,614,823.306   738,978.039   MT  1.00030285   +1 54 29.0
 LX4819
 LX4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4819!SPC CT       -   0.99997794  x   0.99998517  =   0.99996311
 LX4819!UTM  18      -   0.99997794  x   1.00030285  =   1.00028078
 LX4819
 LX4819:                Primary Azimuth Mark                     Grid Az
 LX4819:SPC CT       -  NORWICH RAD KCG 289 MAST                 159 09 08.6
 LX4819:UTM  18      -  NORWICH RAD KCG 289 MAST                 157 39 19.0
 LX4819
 LX4819|---------------------------------------------------------------------|
 LX4819| PID    Reference Object                     Distance      Geod. Az  |
 LX4819|                                                           dddmmss.s |
 LX4819| LX4778 NORWICH RAD KCG 289 MAST            APPROX. 6.6 KM 1593348.0 |
 LX4819| LX4780 NORWICH STANDPIPE                   APPROX. 7.9 KM 1643800.8 |
 LX4819| CZ7775 PLEASURE RM 1                        22.114 METERS 19442     |
 LX4819| LX4827 LEBANON FIRST CONG CH SPIRE         APPROX. 7.1 KM 2575322.2 |
 LX4819| CZ7774 PLEASURE AZ MK                                     2831750.7 |
 LX4819| LX4830 WILLIMANTIC KCE 84 MICROWAVE        APPROX. 8.1 KM 2973727.1 |
 LX4819| CZ7776 PLEASURE RM 2                        16.666 METERS 30534     |
 LX4819|---------------------------------------------------------------------|
 LX4819
 LX4819                          SUPERSEDED SURVEY CONTROL
 LX4819
 LX4819  NAD 83(1996)-  41 38 57.62905(N)    072 07 48.89989(W) AD(       ) 1
 LX4819  NAD 83(1992)-  41 38 57.62903(N)    072 07 48.89992(W) AD(       ) 1
 LX4819  NAD 83(1992)-  41 38 57.62971(N)    072 07 48.90128(W) AD(       ) 1
 LX4819  NAD 83(1986)-  41 38 57.62991(N)    072 07 48.90126(W) AD(       ) 1
 LX4819  NAD 27      -  41 38 57.27319(N)    072 07 50.62231(W) AD(       ) 1
 LX4819  NGVD 29 (07/19/86)  171.0    (m)          561.     (f) VERT ANG       
 LX4819
 LX4819.Superseded values are not recommended for survey control.
 LX4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4819.See file dsdata.txt to determine how the superseded data were derived.
 LX4819
 LX4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3897814823(NAD 83)
 LX4819_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4819_SETTING: 66 = SET IN ROCK OUTCROP
 LX4819_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4819+STABILITY: POSITION/ELEVATION WELL
 LX4819
 LX4819  HISTORY     - Date     Condition        Report By
 LX4819  HISTORY     - 1975     MONUMENTED       NGS
 LX4819
 LX4819                          STATION DESCRIPTION
 LX4819
 LX4819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4819'*THE STATION IS ABOUT 4 MILES SOUTHWEST OF SCOTLAND, 3-1/2 MILES
 LX4819'SOUTH OF WINDHAM, 2 MILES NORTHEAST OF NORTH FRANKLIN AND ON
 LX4819'THE PROPERTY OF MR. JAMES S. KAHN.  NORTH FRANKLIN, CONNECTICUT
 LX4819'06254.  PHONE 642-7596.
 LX4819'
 LX4819'TO REACH THE STATION FROM THE POST OFFICE IN NORTH FRANKLIN,
 LX4819'GO NORTH ON STATE HIGHWAY 32 FOR 0.35 MILE TO THE JUNCTION WITH
 LX4819'STATE HIGHWAY 207.  TURN RIGHT AND GO SOUTHEAST AND EAST ON
 LX4819'STATE HIGHWAY 207 FOR 1.2 MILES TO ROBINSON ROAD ON THE
 LX4819'LEFT.  TURN LEFT AND GO NORTH ON ROBINSON ROAD FOR 0.85 MILE
 LX4819'TO A T-ROAD.  TURN RIGHT AND GO EAST AND NORTH ON PLEASURE
 LX4819'HILL ROAD FOR 0.95 MILE TO HYDE PARK ROAD ON THE RIGHT.  TURN
 LX4819'RIGHT AND GO EAST AND NORTHEAST ON HYDE PARK ROAD FOR 0.2 MILE
 LX4819'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 LX4819'NORTHEAST ON HYDE PARK ROAD FOR 0.2 MILE TO THE STATION ON
 LX4819'THE LEFT AS DESCRIBED.
 LX4819'
 LX4819'STATION MARK, STAMPED PLEASURE 1975, IS A STANDARD DISK
 LX4819'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH WITH
 LX4819'THE GROUND SURFACE.  IT IS 138 FEET WEST OF THE SOUTHWEST CORNER
 LX4819'OF A HOUSE, 42 FEET NORTHEAST OF THE CENTER OF HYDE PARK ROAD
 LX4819'AND 28 FEET NORTH OF THE SOUTHWEST END OF A ROCK FENCE.
 LX4819'
 LX4819'REFERENCE MARK 1, STAMPED PLEASURE 1975 NO 1, IS A STANDARD
 LX4819'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX4819'SURFACE.  IT IS 52 FEET SOUTHWEST OF THE SOUTHWEST END OF THE ROCK
 LX4819'FENCE, 26 FEET SOUTHWEST OF THE CENTER OF HYDE PARK ROAD AND 2
 LX4819'FEET NORTHEAST OF A METAL WITNESS POST.
 LX4819'
 LX4819'REFERENCE MARK 2, STAMPED PLEASURE 1975 NO 2, IS A STANDARD
 LX4819'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH
 LX4819'WITH THE GROUND SURFACE.  IT IS 116.5 FEET SOUTHEAST OF THE
 LX4819'CENTER OF A 3-FOOT CEMENT TELEPHONE LINE MANHOLE COVER, 34 FEET
 LX4819'NORTHEAST OF THE CENTER OF HYDE PARK ROAD AND 11 FEET WEST OF
 LX4819'A 12-INCH OAK TREE.
 LX4819'
 LX4819'AZIMUTH MARK, STAMPED PLEASURE 1975 AZ, IS A STANDARD REFERENCE
 LX4819'MARK DISK CEMENTED IN A DRILL HOLE IN A 1-FOOT BOULDER THAT
 LX4819'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 173 FEET
 LX4819'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 52 FEET NORTHWEST
 LX4819'OF THE CENTER OF HYDE PARK ROAD AND 13 FEET NORTHEAST OF A
 LX4819'METAL WITNESS POST.
 LX4819'
 LX4819'HEIGHT OF LIGHT ABOVE STATION MARK 31.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4630 ***********************************************************************
 LX4630  DESIGNATION -  POMFRET
 LX4630  PID         -  LX4630
 LX4630  STATE/COUNTY-  CT/WINDHAM
 LX4630  USGS QUAD   -  EASTFORD (1983)
 LX4630
 LX4630                         *CURRENT SURVEY CONTROL
 LX4630  ___________________________________________________________________
 LX4630* NAD 83(1996)-  41 52 54.87033(N)    072 02 39.20467(W)     ADJUSTED  
 LX4630* NAVD 88     -       255.8    (meters)     839.     (feet)  VERTCON   
 LX4630  ___________________________________________________________________
 LX4630  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LX4630  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX4630
 LX4630  HORZ ORDER  -  FIRST
 LX4630
 LX4630.The horizontal coordinates were established by classical geodetic methods
 LX4630.and adjusted by the National Geodetic Survey in August 1998..
 LX4630
 LX4630.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4630
 LX4630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4630
 LX4630.The geoid height was determined by GEOID03.
 LX4630
 LX4630;                    North         East     Units Scale Factor Converg.
 LX4630;SPC CT       -   269,095.362   363,382.159   MT  1.00000158   +0 28 04.7
 LX4630;SPC CT       -   882,857.03  1,192,196.30   sFT  1.00000158   +0 28 04.7
 LX4630;UTM  18      - 4,640,890.064   745,254.456   MT  1.00034022   +1 58 27.3
 LX4630;UTM  19      - 4,641,146.859   247,405.936   MT  1.00038520   -2 02 00.2
 LX4630
 LX4630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4630!SPC CT       -   0.99996451  x   1.00000158  =   0.99996609
 LX4630!UTM  18      -   0.99996451  x   1.00034022  =   1.00030472
 LX4630!UTM  19      -   0.99996451  x   1.00038520  =   1.00034970
 LX4630
 LX4630|---------------------------------------------------------------------|
 LX4630| PID    Reference Object                     Distance      Geod. Az  |
 LX4630|                                                           dddmmss.s |
 LX4630| CZ7779 POMFRET RM 1                         13.965 METERS 00149     |
 LX4630| LX4638 5318                                472.679 METERS 0064003.0 |
 LX4630| CZ7782 POMFRET RM 5                        108.379 METERS 00652     |
 LX4630| CZ7780 POMFRET RM 2                         17.018 METERS 06548     |
 LX4630| LX4639 5317                                APPROX. 0.7 KM 1775010.6 |
 LX4630| CZ7177 1959                                               1775332.5 |
 LX4630| CZ7781 POMFRET RM 3                         20.794 METERS 18547     |
 LX4630| LX4629 POMFRET FIRE LOOKOUT TOWER           42.755 METERS 20428     |
 LX4630| LX4640 POMFRET RM 4                         23.970 METERS 20656     |
 LX4630| LX4632 EASTFORD METHODIST CH SPIRE         APPROX. 3.8 KM 3001320.4 |
 LX4630|---------------------------------------------------------------------|
 LX4630
 LX4630                          SUPERSEDED SURVEY CONTROL
 LX4630
 LX4630  NAD 83(1996)-  41 52 54.86997(N)    072 02 39.20455(W) AD(       ) 1
 LX4630  NAD 83(1992)-  41 52 54.86990(N)    072 02 39.20426(W) AD(       ) 1
 LX4630  NAD 83(1992)-  41 52 54.87009(N)    072 02 39.20461(W) AD(       ) 1
 LX4630  NAD 83(1986)-  41 52 54.87096(N)    072 02 39.20415(W) AD(       ) 1
 LX4630  NAD 27      -  41 52 54.51758(N)    072 02 40.93436(W) AD(       ) 1
 LX4630  NGVD 29 (07/19/86)  256.0    (m)          840.     (f) VERT ANG       
 LX4630
 LX4630.Superseded values are not recommended for survey control.
 LX4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4630.See file dsdata.txt to determine how the superseded data were derived.
 LX4630
 LX4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4525440890(NAD 83)
 LX4630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4630_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4630+STABILITY: SURFACE MOTION
 LX4630
 LX4630  HISTORY     - Date     Condition        Report By
 LX4630  HISTORY     - 1936     MONUMENTED       CTGS
 LX4630  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LX4630  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4630  HISTORY     - 20040413 GOOD             GEOCAC
 LX4630
 LX4630                          STATION DESCRIPTION
 LX4630
 LX4630'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4630'ON A WOODED HILL, BY AIRLINE 4.3 MILES WEST-SOUTHWEST OF POMFRET
 LX4630'AND 2.7 MILES NORTHWEST OF ABINGTON, ON PROPERTY OF THE STATE
 LX4630'OF CONNECTICUT, ABOUT 100 FEET NORTH-NORTHEAST OF THE POMFRET
 LX4630'FIRE TOWER, ABOUT 75 FEET NORTH OF THE NORTH END OF THE
 LX4630'SEMICIRCULAR DRIVE TO THE FIRE TOWER, AND ABOUT 25 FEET WEST OF
 LX4630'CENTER LINE OF THE ROAD.  THE STATION IS STAMPED POMFRET 1936.
 LX4630'
 LX4630'TO REACH FROM THE ABINGTON POST OFFICE, GO WEST ON U.S. HIGHWAY
 LX4630'44 FOR 2.3 MILES TO DIRT T-ROAD ON THE RIGHT AT SIGN POMFRET
 LX4630'FIRE TOWER.  TURN RIGHT HERE AND GO 1.3 MILES TO THE STATION.
 LX4630'
 LX4630'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4630'CONCRETE, NOTES 1A AND 11A.
 LX4630'
 LX4630'REFERENCE MARK NO.1 IS 45.97 FEET NORTH OF THE STATION, IS
 LX4630'STAMPED NO.1-POMFRET-1936, AND IS FLUSH WITH THE
 LX4630'GROUND.  REFERENCE MARK NO.2 IS 55.96 FEET NORTHEAST OF
 LX4630'STATION.  REFERENCE MARK NO.3 IS 68.28 FEET SOUTH OF STATION.
 LX4630'
 LX4630'CGS MON 1959 IS A USC AND GS AND SS BRONZE DISK STAMPED 1959, SET
 LX4630'IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES ABOVE
 LX4630'GROUND.  LOCATED ON W SIDE OF DIRT ROAD LEADING FROM U.S. 44 TO
 LX4630'THE POMFRET FIRE TOWER, IT IS 10.5 FEET W OF CENTER LINE OF
 LX4630'ROAD, 10 FEET E OF A STONE WALL RUNNING PARALLEL WITH ROAD AND
 LX4630'32 FEET NW OF A 8-INCH ASH TREE.
 LX4630'
 LX4630'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX4630
 LX4630                          STATION RECOVERY (1973)
 LX4630
 LX4630'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LX4630'PROMFRET 1936 EXCELLENT
 LX4630'
 LX4630'POMFRET NO. 1 1936 EXCELLENT
 LX4630'
 LX4630'POMFRET NO. 2 1936 EXCELLENT
 LX4630'
 LX4630'POMFRET NO. 3 1936 EXCELLENT
 LX4630'
 LX4630'STATION IS 27.5 FEET WEST OF ROAD CENTERLINE AND 128 FEET
 LX4630'NORTHEAST OF NORTHEAST CORNER OF NORTHEAST CONCRETE FOOTING FOR
 LX4630'FIRE TOWER THAT HAS BEEN DISMANTLED.
 LX4630
 LX4630                          STATION RECOVERY (1977)
 LX4630
 LX4630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4630'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE
 LX4630'RECOVERED AND FOUND IN GOOD CONDITION.  CGS MON 1959 WAS
 LX4630'SEARCHED FOR BUT NOT FOUND.  THE DIRECTION FROM REFERENCE
 LX4630'MARK 2 TO REFERENCE MARK 1 CHECKED.  THE DIRECTION FROM
 LX4630'REFERENCE MARK 2 TO REFERENCE MARK 3 WAS FOUND LESS BY
 LX4630'1 DEGREE, 00 MINUTES, 03 SECONDS.  THE DISTANCE TO REFERENCE
 LX4630'MARK 1 WAS FOUND SHORTER BY 0.155 FOOT.  THE DISTANCE TO
 LX4630'REFERENCE MARK 2 WAS FOUND SHORTER BY 0.13 FOOT.  THE
 LX4630'DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER BY 0.06 FOOT.
 LX4630'ALL DIRECTIONS AND DISTANCES WERE COMPARED TO THE 1936
 LX4630'OBSERVATIONS.
 LX4630'REFERENCE MARKS 4 AND 5 WERE SET AT THIS TIME.  REFERENCE
 LX4630'MARK 4 HAD A TOWER BUILT OVER IT AND WAS OCCUPIED AT THIS
 LX4630'TIME, DUE TO A POWER LINE OVER THE STATION MARK.
 LX4630'
 LX4630'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 LX4630'
 LX4630'THE STATION IS ABOUT 4-1/2 MILES WEST-SOUTHWEST OF POMFRET,
 LX4630'2-1/2 MILES NORTHWEST OF ABINGTON, 2 MILES EAST OF
 LX4630'PHOENIXVILLE, ON PISGAH HILL AND ON THE PROPERTY OF THE
 LX4630'CONNECTICUT DEPARTMENT OF STATE FOREST AND ENVIROMENTAL
 LX4630'PROTECTION, REGIONAL DIRECTOR MR. JOHN OLSEN, RFD 1,
 LX4630'VOLUNTOWN, CONNECTICUT, PHONE NUMBER 376-2513.
 LX4630'
 LX4630'TO REACH THE STATION FROM THE POST OFFICE IN ABINGTON, GO
 LX4630'WEST ON U.S. HIGHWAY 44 FOR 2.1 MILES TO A CROSS ROAD.  TURN
 LX4630'RIGHT AND GO NORTH ON FIRE TOWER ROAD FOR 0.75 MILE TO 5317
 LX4630'CTGS ON THE LEFT.  CONTINUE NORTH ON FIRE TOWER ROAD FOR 0.4
 LX4630'MILE TO THE STATION ON THE LEFT.  CONTINUE NORTH ON FIRE
 LX4630'TOWER ROAD FOR 0.3 MILE TO A T-JUNCTION AND 5318 CTGS.
 LX4630'
 LX4630'STATION MARK, STAMPED---POMFRET 1936---, IS A STANDARD DISK
 LX4630'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH
 LX4630'THE GROUND SURFACE.  IT IS 61 FEET NORTH OF POWER LINE POLE
 LX4630'NUMBER 2872 E14, 26.6 FEET WEST OF THE CENTER OF FIRE TOWER
 LX4630'ROAD AND 2 FEET EAST OF A METAL WITNESS POST.  THE 1936
 LX4630'DESCRIPTION DOES NOT MENTION AN UNDERGROUND MARK.  A 30 INCH
 LX4630'STEEL ROD WAS DRIVEN BESIDE THE MARK.
 LX4630'
 LX4630'REFERENCE MARK 1, STAMPED---POMFRET 1936 NO. 1---, IS A
 LX4630'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LX4630'POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 LX4630'46.5 FEET NORTH OF A METAL WITNESS POST, 30 FEET WEST OF THE
 LX4630'CENTER OF THE ROAD AND 4 FEET SOUTH OF A 15-INCH OAK TREE WITH
 LX4630'WITNESS SIGN ATTACHED TO IT.
 LX4630'
 LX4630'REFERENCE MARK 2, STAMPED---POMFRET 1936 NO. 2---, IS A
 LX4630'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LX4630'POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 22
 LX4630'FEET EAST OF THE CENTER OF THE ROAD, 3.8 FEET NORTH OF A METAL
 LX4630'WITNESS POST AND 2 FEET WEST OF A 6-INCH MAPLE TREE.
 LX4630'
 LX4630'REFERENCE MARK 3, STAMPED---P0MFRET 1936 NO. 3--- IS A
 LX4630'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LX4630'POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 29
 LX4630'FEET WEST OF THE CENTER OF THE ROAD, 14 FEET SOUTHWEST OF THE
 LX4630'POWER LINE POLE AND 10.5 FEET EAST OF A 10-INCH OAK TREE WITH
 LX4630'WITNESS SIGN ATTACHED.
 LX4630'
 LX4630'REFERENCE MARK 4, STAMPED---POMFRET 1936 NO 4 1977---, IS A
 LX4630'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LX4630'12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE.  IT IS
 LX4630'58.6 FEET NORTHEAST OF A RADIO MAST, 56 FEET WEST OF THE
 LX4630'CENTER OF THE ROAD, 26 FEET EAST OF A 6 FOOT BY 8 FOOT BOULDER,
 LX4630'18 FEET WEST OF THE 10-INCH OAK TREE WITH WITNESS SIGN
 LX4630'ATTACHED AND 4.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX4630'THERE IS A 30 INCH STEEL ROD EMBEDDED IN THE CENTER OF THE
 LX4630'MARK.
 LX4630'
 LX4630'REFERENCE MARK 5, STAMPED---POMFRET 1936 NO 5 1977---, IS A
 LX4630'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4-FOOT BOULDER
 LX4630'THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 105.5
 LX4630'FEET NORTH OF POWER LINE POLE NUMBER 2871, 14 FEET WEST OF
 LX4630'THE CENTER OF THE ROAD AND 5.5 FEET EAST OF A METAL WITNESS
 LX4630'POST.
 LX4630'
 LX4630'5317 CTGS, STAMPED---5317---, IS A CONNECTICUT GEODETIC
 LX4630'SURVEY STATION MARK DISK SET IN THE TOP OF A 6-INCH SQUARE
 LX4630'CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT
 LX4630'IS 0.4 MILE SOUTH OF THE STATION ON FIRE TOWER ROAD,
 LX4630'64.8 FEET SOUTH OF POWER LINE POLE NUMBER 3013, 11 FEET
 LX4630'WEST OF THE CENTER OF THE ROAD AND 7 FEET EAST OF A ROCK
 LX4630'FENCE.
 LX4630'
 LX4630'5318 CTGS, STAMPED---5318---, IS A CONNECTICUT GEODETIC
 LX4630'SURVEY STATION MARK DISK SET IN THE TOP OF A 6-INCH SQUARE
 LX4630'CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT
 LX4630'IS 34 FEET NORTH OF THE CENTER OF A T-JUNCTION, 27.5 FEET
 LX4630'NORTHWEST OF POWER LINE POLE NUMBER 2864 AND 7 FEET
 LX4630'SOUTH-SOUTHEAST OF A 24-INCH OAK TREE.
 LX4630'
 LX4630'5317 CTGS OR 5318 CTGS CAN BE USED FOR AN AZIMUTH MARK.
 LX4630'
 LX4630'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
 LX4630'
 LX4630'DESCRIBED BY A.G. THACKER.
 LX4630
 LX4630                          STATION RECOVERY (2004)
 LX4630
 LX4630'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX4630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4640 ***********************************************************************
 LX4640  DESIGNATION -  POMFRET RM 4
 LX4640  PID         -  LX4640
 LX4640  STATE/COUNTY-  CT/WINDHAM
 LX4640  USGS QUAD   -  EASTFORD (1983)
 LX4640
 LX4640                         *CURRENT SURVEY CONTROL
 LX4640  ___________________________________________________________________
 LX4640* NAD 83(1996)-  41 52 54.17771(N)    072 02 39.67563(W)     ADJUSTED  
 LX4640* NAVD 88     -       256.0    (meters)     840.     (feet)  VERTCON   
 LX4640  ___________________________________________________________________
 LX4640  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX4640  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX4640
 LX4640  HORZ ORDER  -  FIRST
 LX4640
 LX4640.The horizontal coordinates were established by classical geodetic methods
 LX4640.and adjusted by the National Geodetic Survey in August 1998..
 LX4640
 LX4640.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4640
 LX4640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4640
 LX4640.The geoid height was determined by GEOID03.
 LX4640
 LX4640;                    North         East     Units Scale Factor Converg.
 LX4640;SPC CT       -   269,073.904   363,371.475   MT  1.00000156   +0 28 04.4
 LX4640;SPC CT       -   882,786.63  1,192,161.25   sFT  1.00000156   +0 28 04.4
 LX4640;UTM  18      - 4,640,868.326   745,244.336   MT  1.00034016   +1 58 27.0
 LX4640;UTM  19      - 4,641,125.880   247,394.321   MT  1.00038527   -2 02 00.5
 LX4640
 LX4640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4640!SPC CT       -   0.99996448  x   1.00000156  =   0.99996604
 LX4640!UTM  18      -   0.99996448  x   1.00034016  =   1.00030463
 LX4640!UTM  19      -   0.99996448  x   1.00038527  =   1.00034974
 LX4640
 LX4640:                Primary Azimuth Mark                     Grid Az
 LX4640:SPC CT       -  5318                                     007 09 37.1
 LX4640:UTM  18      -  5318                                     005 39 14.5
 LX4640:UTM  19      -  5318                                     009 39 42.0
 LX4640
 LX4640|---------------------------------------------------------------------|
 LX4640| PID    Reference Object                     Distance      Geod. Az  |
 LX4640|                                                           dddmmss.s |
 LX4640| LX4638 5318                                495.234 METERS 0073741.5 |
 LX4640| LX4635 CARPENTER                           APPROX. 4.4 KM 0113717.7 |
 LX4640| LX4630 POMFRET                              23.970 METERS 02656     |
 LX4640| CZ7780 POMFRET RM 2                         38.743 METERS 04256     |
 LX4640| CZ7781 POMFRET RM 3                          8.795 METERS 08527     |
 LX4640| LX4654 ABINGTON RELAY MAST                  18.253 METERS 19729     |
 LX4640|---------------------------------------------------------------------|
 LX4640
 LX4640                          SUPERSEDED SURVEY CONTROL
 LX4640
 LX4640  NAD 83(1996)-  41 52 54.17735(N)    072 02 39.67551(W) AD(       ) 1
 LX4640  NAD 83(1992)-  41 52 54.17728(N)    072 02 39.67522(W) AD(       ) 1
 LX4640  NAD 83(1992)-  41 52 54.17747(N)    072 02 39.67557(W) AD(       ) 1
 LX4640  NAD 83(1986)-  41 52 54.17832(N)    072 02 39.67512(W) AD(       ) 1
 LX4640  NAD 27      -  41 52 53.82507(N)    072 02 41.40527(W) AD(       ) 1
 LX4640  NGVD 29 (07/19/86)  256.2    (m)          841.     (f) VERT ANG       
 LX4640
 LX4640.Superseded values are not recommended for survey control.
 LX4640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4640.See file dsdata.txt to determine how the superseded data were derived.
 LX4640
 LX4640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4524440868(NAD 83)
 LX4640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4640+STABILITY: SURFACE MOTION
 LX4640
 LX4640  HISTORY     - Date     Condition        Report By
 LX4640  HISTORY     - 1977     MONUMENTED       NGS
 LX4640  HISTORY     - 20040413 GOOD             GEOCAC
 LX4640
 LX4640                          STATION DESCRIPTION
 LX4640
 LX4640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4640'THE STATION IS ABOUT 4-1/2 MILES WEST-SOUTHWEST OF POMFRET,
 LX4640'2-1/2 MILES NORTHWEST OF ABINGTON, 2 MILES EAST OF
 LX4640'PHOENIXVILLE, ON PISGAH HILL AND ON THE PROPERTY OF THE
 LX4640'CONNECTICUT DEPARTMENT OF STATE FOREST AND ENVIROMENTAL
 LX4640'PROTECTION, REGIONAL DIRECTOR MR. JOHN OLSEN, RFD 1,
 LX4640'VOLUNTOWN, CONNECTICUT, PHONE NUMBER 376-2513.
 LX4640'
 LX4640'TO REACH THE STATION FROM THE POST OFFICE IN ABINGTON, GO
 LX4640'WEST ON U.S. HIGHWAY 44 FOR 2.1 MILES TO A CROSS ROAD.  TURN
 LX4640'RIGHT AND GO NORTH ON FIRE TOWER ROAD FOR 1.15 MILE TO THE
 LX4640'STATION ON THE LEFT.
 LX4640'
 LX4640'STATION MARK, STAMPED---POMFRET 1936 NO 4 1977---, IS A
 LX4640'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A ROUND
 LX4640'CONCRETE POST THAT IS 12 INCHES IN DIAMETER AND FLUSH WITH
 LX4640'THE GROUND SURFACE.  IT IS 58.6 FEET NORTHEAST OF A RADIO
 LX4640'MAST, 56 FEET WEST OF THE CENTER OF FIRE TOWER ROAD, 26 FEET
 LX4640'EAST OF A 6 FOOT BY 8 FOOT BOULDER, 18 FEET WEST OF A 10-INCH
 LX4640'OAK TREE WITH WITNESS SIGN ATTACHED AND 4.6 FEET SOUTHEAST OF
 LX4640'A METAL WITNESS POST.  THERE IS A 30 INCH STEEL ROD EMBEDDED
 LX4640'IN THE CENTER OF THE MARK.
 LX4640'
 LX4640'POMFRET CTGS, STAMPED---POMFRET 1936---, IS A STANDARD
 LX4640'STATION MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX4640'POST FLUSH WITH THE GROUND SURFACE.  IT IS 61 FEET NORTH OF
 LX4640'POWER LINE POLE NUMBER 2872 E14, 26.6 FEET WEST OF THE CENTER
 LX4640'OF THE ROAD AND 2 FEET EAST OF A METAL WITNESS POST.  A 30
 LX4640'INCH STEEL ROD WAS DRIVEN BESIDE THE MARK.
 LX4640'
 LX4640'REFERENCE MARK 2, STAMPED---POMFRET 1936 NO. 2---, IS A
 LX4640'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LX4640'POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 22
 LX4640'FEET EAST OF THE CENTER OF THE ROAD, 3.8 FEET NORTH OF A METAL
 LX4640'WITNESS POST AND 2 FEET WEST OF A 6-INCH MAPLE TREE.
 LX4640'
 LX4640'REFERENCE MARK 3, STAMPED---POMFRET 1936 NO. 3---, IS A
 LX4640'STANDARD DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 LX4640'POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 29
 LX4640'FEET WEST OF THE CENTER OF THE ROAD, 14 FEET SOUTHWEST OF THE
 LX4640'POWER LINE POLE AND 10.5 FEET EAST OF THE 10-INCH OAK TREE
 LX4640'WITH WITNESS SIGN ATTACHED.
 LX4640'
 LX4640'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.7 METERS.
 LX4640'
 LX4640'DESCRIBED BY A.G. THACKER
 LX4640
 LX4640                          STATION RECOVERY (2004)
 LX4640
 LX4640'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX4640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3748 ***********************************************************************
 LW3748  DESIGNATION -  POMFRET SCH CUPOLA
 LW3748  PID         -  LW3748
 LW3748  STATE/COUNTY-  CT/WINDHAM
 LW3748  USGS QUAD   -  PUTNAM (1970)
 LW3748
 LW3748                         *CURRENT SURVEY CONTROL
 LW3748  ___________________________________________________________________
 LW3748* NAD 83(1996)-  41 53 06.11851(N)    071 57 48.21508(W)     ADJUSTED  
 LW3748* NAVD 88     -                                                        
 LW3748  ___________________________________________________________________
 LW3748  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LW3748  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LW3748
 LW3748  HORZ ORDER  -  THIRD
 LW3748
 LW3748.The horizontal coordinates were established by classical geodetic methods
 LW3748.and adjusted by the National Geodetic Survey in August 1998..
 LW3748
 LW3748
 LW3748.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3748
 LW3748.The geoid height was determined by GEOID03.
 LW3748
 LW3748;                    North         East     Units Scale Factor Converg.
 LW3748;SPC CT       -   269,500.325   370,087.992   MT  1.00000191   +0 31 17.6
 LW3748;SPC CT       -   884,185.65  1,214,197.02   sFT  1.00000191   +0 31 17.6
 LW3748;UTM  19      - 4,641,258.832   254,125.489   MT  1.00034397   -1 58 46.1
 LW3748;UTM  18      - 4,641,471.402   751,949.725   MT  1.00038119   +2 01 42.3
 LW3748
 LW3748                          SUPERSEDED SURVEY CONTROL
 LW3748
 LW3748  NAD 83(1996)-  41 53 06.11816(N)    071 57 48.21482(W) AD(       ) 4
 LW3748  NAD 83(1992)-  41 53 06.11797(N)    071 57 48.21442(W) AD(       ) 4
 LW3748  NAD 83(1992)-  41 53 06.11806(N)    071 57 48.21474(W) AD(       ) 4
 LW3748  NAD 83(1986)-  41 53 06.11873(N)    071 57 48.21404(W) AD(       ) 4
 LW3748  NAD 27      -  41 53 05.76474(N)    071 57 49.95153(W) AD(       ) 3
 LW3748
 LW3748.Superseded values are not recommended for survey control.
 LW3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3748.See file dsdata.txt to determine how the superseded data were derived.
 LW3748
 LW3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5412541259(NAD 83)
 LW3748
 LW3748  HISTORY     - Date     Condition        Report By
 LW3748  HISTORY     - 1977     MONUMENTED       NGS
 LW3748  HISTORY     - 19961020 GOOD             USPSQD
 LW3748
 LW3748                          STATION DESCRIPTION
 LW3748
 LW3748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3748'THE STATION IS THE APEX OF THE CUPOLA OF THE POMFRET SCHOOL
 LW3748'IN POMFRET CENTER.  THE CUPOLA IS WHITE AND ON TOP OF A RED
 LW3748'BRICK TWO STORY BUILDING AND ABOUT 40 FEET TALL.  THE
 LW3748'SCHOOL IS A PRIVATE SCHOOL.
 LW3748'
 LW3748'THE STATION IS LOCATED IN POMFRET CENTER.
 LW3748'
 LW3748'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44,
 LW3748'STATE HIGHWAY 169 AND STATE HIGHWAY 97 IN POMFRET, GO SOUTH ON
 LW3748'U.S. HIGHWAY 44 AND STATE HIGHWAY 169 FOR 0.85 MILE TO THE
 LW3748'STATION ON THE RIGHT.
 LW3748'
 LW3748'DESCRIBED BY A.G. THACKER.
 LW3748
 LW3748                          STATION RECOVERY (1996)
 LW3748
 LW3748'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0904 ***********************************************************************
 LX0904  DESIGNATION -  POND 2
 LX0904  PID         -  LX0904
 LX0904  STATE/COUNTY-  CT/NEW HAVEN
 LX0904  USGS QUAD   -  MILFORD (1984)
 LX0904
 LX0904                         *CURRENT SURVEY CONTROL
 LX0904  ___________________________________________________________________
 LX0904* NAD 83(1996)-  41 12 07.37190(N)    073 02 17.29414(W)     ADJUSTED  
 LX0904* NAVD 88     -         4.059  (meters)      13.32   (feet)  ADJUSTED  
 LX0904  ___________________________________________________________________
 LX0904  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX0904  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0904  DYNAMIC HT  -           4.057 (meters)      13.31  (feet)  COMP
 LX0904  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 LX0904
 LX0904  HORZ ORDER  -  THIRD
 LX0904  VERT ORDER  -  FIRST     CLASS I
 LX0904
 LX0904.The horizontal coordinates were established by classical geodetic methods
 LX0904.and adjusted by the National Geodetic Survey in August 1998..
 LX0904.No horizontal observational check was made to the station.
 LX0904
 LX0904.The orthometric height was determined by differential leveling
 LX0904.and adjusted by the National Geodetic Survey in June 1991..
 LX0904
 LX0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0904
 LX0904.The geoid height was determined by GEOID03.
 LX0904
 LX0904.The dynamic height is computed by dividing the NAVD 88
 LX0904.geopotential number by the normal gravity value computed on the
 LX0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0904.degrees latitude (g = 980.6199 gals.).
 LX0904
 LX0904.The modeled gravity was interpolated from observed gravity values.
 LX0904
 LX0904;                    North         East     Units Scale Factor Converg.
 LX0904;SPC CT       -   193,388.931   280,632.359   MT  0.99999979   -0 11 27.8
 LX0904;SPC CT       -   634,476.85    920,708.00   sFT  0.99999979   -0 11 27.8
 LX0904;SPC NY L     -   115,421.205   380,678.353   MT  1.00001373   +0 37 44.9
 LX0904;SPC NY L     -   378,677.74  1,248,942.23   sFT  1.00001373   +0 37 44.9
 LX0904;UTM  18      - 4,563,042.163   664,495.091   MT  0.99993302   +1 17 33.4
 LX0904
 LX0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0904!SPC CT       -   1.00000405  x   0.99999979  =   1.00000384
 LX0904!SPC NY L     -   1.00000405  x   1.00001373  =   1.00001778
 LX0904!UTM  18      -   1.00000405  x   0.99993302  =   0.99993707
 LX0904
 LX0904|---------------------------------------------------------------------|
 LX0904| PID    Reference Object                     Distance      Geod. Az  |
 LX0904|                                                           dddmmss.s |
 LX0904| LX0903 POND 2 RM 6                          13.616 METERS 09557     |
 LX0904| LX3718 POND RESET                            8.533 METERS 14105     |
 LX0904| LX3692 STRATFORD POINT LIGHTHOUSE          APPROX. 7.8 KM 2243312.1 |
 LX0904| LX3700 DEVON CONN P AND L PLANT S STK      APPROX. 5.9 KM 2772039.5 |
 LX0904| LX0905 POND 2 RM 5                           9.747 METERS 35215     |
 LX0904|---------------------------------------------------------------------|
 LX0904
 LX0904                          SUPERSEDED SURVEY CONTROL
 LX0904
 LX0904  NAD 83(1992)-  41 12 07.37072(N)    073 02 17.29386(W) AD(       ) 3
 LX0904  NAD 83(1986)-  41 12 07.37543(N)    073 02 17.29893(W) AD(       ) 3
 LX0904  NAD 27      -  41 12 07.02300(N)    073 02 18.91700(W) AD(       ) 3
 LX0904  NGVD 29 (??/??/92)    4.388  (m)           14.40   (f) ADJ UNCH    1 1
 LX0904
 LX0904.Superseded values are not recommended for survey control.
 LX0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0904.See file dsdata.txt to determine how the superseded data were derived.
 LX0904
 LX0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6449563042(NAD 83)
 LX0904_MARKER: DS = TRIANGULATION STATION DISK
 LX0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0904_SP_SET: CONCRETE PATIO
 LX0904_STAMPING: POND 2 1958
 LX0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0904
 LX0904  HISTORY     - Date     Condition        Report By
 LX0904  HISTORY     - 1958     MONUMENTED       CGS
 LX0904  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX0904  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX0904  HISTORY     - 1965     GOOD             NGS
 LX0904
 LX0904                          STATION DESCRIPTION
 LX0904
 LX0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (HEF)
 LX0904'THE STATION IS LOCATED ON WELCHS POINT, KNOWN LOCALLY AS POINT
 LX0904'LOOKOUT.  IT IS ON THE PATIO OF A HOME OWNED BY A.W. HAYDON.  THE
 LX0904'PATIO EXTENDS S OF AN ENCLOSED SWIMMING POOL, W OF THE LIVING
 LX0904'QUARTERS OF MR. HAYDONS HOME, AND IS CONSTRUCTED OF CONCRETE
 LX0904'ABOUT 8 INCHES THICK WITH FIELDSTONE INSERTS SET AT VARIOUS
 LX0904'LOCATIONS.
 LX0904'
 LX0904'TO REACH THE STATION FROM NEW HAVEN AVENUE AND GULF STREET IN
 LX0904'MILFORD, GO S AND E ON GULF STREET FOR 1.5 MI. TO A BRICK GATEWAY ON
 LX0904'THE RIGHT, TURN RIGHT AND KEEP RIGHT FOR 0.3 MI. TO MR. HAYDONS
 LX0904'HOME ON THE POINT AND THE STATION.
 LX0904'
 LX0904'THE STATION MARK IS A STANDARD DISK STAMPED POND 2 1958.  IT IS
 LX0904'SET IN A DRILL HOLE IN THE PATIO NEAR ITS SW EDGE, 23 FT. W OF
 LX0904'THE SW CORNER OF THE HOUSE.
 LX0904'
 LX0904'REFERENCE MARK 5, STAMPED POND 2 NO 5 1958, IS A STANDARD DISK
 LX0904'SET IN A DRILL HOLE AT THE NW CORNER OF THE PATIO, AT THE STEPS
 LX0904'LEADING DOWN TO THE ENCLOSED SWIMMING POOL, 22 FT. S OF THE SW
 LX0904'CORNER OF THE POOL.
 LX0904'
 LX0904'REFERENCE MARK 6, STAMPED POND 2 NO 6 1958, IS A STANDARD DISK
 LX0904'SET IN A DRILL HOLE IN THE EASTERLY EXTENSION OF THE PATIO, AT
 LX0904'THE TOP OF A SLIGHT RISE, 15 FT. W OF THE DOOR LEADING TO THE
 LX0904'KITCHEN.
 LX0904
 LX0904                          STATION RECOVERY (1961)
 LX0904
 LX0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX0904'IN SEARCHING FOR POND, G.C.M. 1933, WHICH I BELIEVE IS LOST, I
 LX0904'FOUND THE ABOVE STATION AND TWO R. M.S.  I HAVE NO DESCRIPTION
 LX0904'FOR POND 2 1958, BUT HERE IS MY BRIEF DESCRIPTION--NEAR THE
 LX0904'EXTREMITY OF WELCHS POINT, ON THE ESTATE OF MR. HAYDON.  CLOSE
 LX0904'TO SW CORNER OF STONE PATIO WHICH IS SW OF THE HAYDON RESIDENCE,
 LX0904'WHICH IS THE SNMOST HOUSE ON THIS POINT.  STATION IS IN
 LX0904'EXCELLENT CONDITION, STANDARD USC AND GS DISK STAMPED AS ABOVE.
 LX0904'ALSO, TWO R.M.S AS FOLLOWS--R.M. 5, ABOUT 33 FT. N OF
 LX0904'STATION.  AND R.M. 6 ABOUT 45 FT. E OF STATION.  ALL IN
 LX0904'EXCELLENT CONDITION.  BOUNDARY OF LAWN, E, S, AND
 LX0904'W OF PATIO, IS A CONCRETE WALL ABOUT 3 FT. HIGH.  FROM
 LX0904'TOP OF THIS WALL TO SEA LEVEL BELOW IS ABOUT 20 FT. VERTICALLY.  SEA
 LX0904'WALL, BELOW CONCRETE WALL, IS OF SLIGHTLY OUTWARD-SLOPING, 3 FT.
 LX0904'SQUARE, CEMENTED, GRANITE BLOCKS.  PRACTICABLE INDESTRUCTIBLE FROM BAD
 LX0904'STORMS.  ON THE SSE AND ESE SIDES ARE JETTIES OF VERY LARGE ROCK
 LX0904'SLABS GIVING ADDITIONAL PROTECTION.
 LX0904
 LX0904                          STATION RECOVERY (1965)
 LX0904
 LX0904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0904'THE STATION AND RM 5 AND 6 WERE FOUND AND IN GOOD CONDITION.  THE
 LX0904'STATION MAY BE REACHED BY GOING 1.3 MILES SOUTH ALONG GULF STREET
 LX0904'FROM THE INTERSECTION OF NEW HAVEN AVENUE AT MILFORD, THENCE
 LX0904'0.3 MILE SOUTH ALONG POINT LOOKOUT ROAD, SET ON THE TOP OF A
 LX0904'CONCRETE PATIO WHICH IS AT THE SOUTHWEST CORNER OF A LARGE HOME
 LX0904'AT WELCHES POINT, 23.3 FEET WEST OF THE SOUTHWEST CORNER OF THE
 LX0904'SOUTH WING OF THE HOUSE, 27.3 FEET SOUTHWEST OF THE SOUTHWEST
 LX0904'CORNER OF A LARGE STONE CHIMNEY, 3.3 FEET NORTHEAST OF THE
 LX0904'SOUTHWEST EDGE OF PATIO AND ABOUT LEVEL WITH THE GROUND.  IT
 LX0904'IS STAMPED POND 2 1958.
 LX0904'
 LX0904'POND 2 RM 5 IS 32 FEET NORTH OF THE STATION, 26.8 FEET WEST OF
 LX0904'THE NORTHWEST CORNER OF A STONE CHIMNEY AND SET ON TOP OF
 LX0904'CONCRETE PATIO.  IT IS STAMPED POND 2 NO 5 1958.
 LX0904'
 LX0904'POND 2 RM 6 IS 44.7 FEET EAST OF THE STATION, 7.7 FEET SOUTH
 LX0904'OF THE SOUTH WALL OF HOUSE, SET IN CONCRETE PATIO, STAMPED
 LX0904'POND 2 NO 6 1958.
 LX0904
 LX0904                          STATION RECOVERY (1965)
 LX0904
 LX0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0904'1.6 MI S FROM MILFORD.
 LX0904'1.3 MILES SOUTH ALONG GULF STREET FROM THE INTERSECTION OF NEW
 LX0904'HAVEN AVENUE AT MILFORD, THENCE 0.3 MILE SOUTH ALONG POINT
 LX0904'LOOKOUT ROAD, SET IN THE TOP OF THE CONCRETE PATIO THAT IS AT
 LX0904'THE SOUTHWEST CORNER OF A LARGE HOME WHICH IS LOCATED AT WELCHES
 LX0904'POINT, 23.3 FEET WEST OF THE SOUTHWEST CORNER OF THE SOUTH
 LX0904'WING OF THE HOUSE, 27.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 LX0904'OF A LARGE STONE CHIMNEY, 3.3 FEET NORTHEAST OF THE SOUTHWEST
 LX0904'EDGE OF THE PATIO AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0905 ***********************************************************************
 LX0905  DESIGNATION -  POND 2 RM 5
 LX0905  PID         -  LX0905
 LX0905  STATE/COUNTY-  CT/NEW HAVEN
 LX0905  USGS QUAD   -  MILFORD (1984)
 LX0905
 LX0905                         *CURRENT SURVEY CONTROL
 LX0905  ___________________________________________________________________
 LX0905* NAD 83(1986)-  41 12 07.     (N)    073 02 16.     (W)     SCALED    
 LX0905* NAVD 88     -         4.023  (meters)      13.20   (feet)  ADJUSTED  
 LX0905  ___________________________________________________________________
 LX0905  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0905  DYNAMIC HT  -           4.021 (meters)      13.19  (feet)  COMP
 LX0905  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 LX0905
 LX0905  VERT ORDER  -  FIRST     CLASS I
 LX0905
 LX0905.The horizontal coordinates were scaled from a topographic map and have
 LX0905.an estimated accuracy of +/- 6 seconds.
 LX0905
 LX0905.The orthometric height was determined by differential leveling
 LX0905.and adjusted by the National Geodetic Survey in June 1991..
 LX0905
 LX0905.The geoid height was determined by GEOID03.
 LX0905
 LX0905.The dynamic height is computed by dividing the NAVD 88
 LX0905.geopotential number by the normal gravity value computed on the
 LX0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0905.degrees latitude (g = 980.6199 gals.).
 LX0905
 LX0905.The modeled gravity was interpolated from observed gravity values.
 LX0905
 LX0905;                    North         East    Units  Estimated Accuracy
 LX0905;SPC CT       -   193,380.      280,660.      MT  (+/- 180 meters Scaled)
 LX0905
 LX0905                          SUPERSEDED SURVEY CONTROL
 LX0905
 LX0905  NGVD 29 (??/??/92)    4.353  (m)           14.28   (f) ADJ UNCH    1 1
 LX0905
 LX0905.Superseded values are not recommended for survey control.
 LX0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0905.See file dsdata.txt to determine how the superseded data were derived.
 LX0905
 LX0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL645630(NAD 83)
 LX0905_MARKER: DR = REFERENCE MARK DISK
 LX0905_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0905_SP_SET: CONCRETE PATIO
 LX0905_STAMPING: POND 2 NO 5 1958
 LX0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0905
 LX0905  HISTORY     - Date     Condition        Report By
 LX0905  HISTORY     - 1958     MONUMENTED       CGS
 LX0905  HISTORY     - 1965     GOOD             NGS
 LX0905
 LX0905                          STATION DESCRIPTION
 LX0905
 LX0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0905'1.6 MI S FROM MILFORD.
 LX0905'1.3 MILES SOUTH ALONG GULF STREET FROM THE INTERSECTION OF NEW
 LX0905'HAVEN AVENUE AT MILFORD, THENCE 0.3 MILE SOUTH ALONG POINT
 LX0905'LOOKOUT ROAD, SET ON THE TOP OF THE CONCRETE PATIO NEAR THE
 LX0905'SOUTHWEST CORNER OF A LARGE HOME WHICH IS LOCATED AT WELCHES
 LX0905'POINT, 32 FEET NORTH OF THE STATION MARK, 26.8 FEET WEST OF THE
 LX0905'NORTHWEST CORNER OF THE STONE CHIMNEY, 21 FEET SOUTH OF THE
 LX0905'SOUTHWEST CORNER OF THE WEST WING OF THE HOUSE AND ABOUT LEVEL
 LX0905'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0903 ***********************************************************************
 LX0903  DESIGNATION -  POND 2 RM 6
 LX0903  PID         -  LX0903
 LX0903  STATE/COUNTY-  CT/NEW HAVEN
 LX0903  USGS QUAD   -  MILFORD (1984)
 LX0903
 LX0903                         *CURRENT SURVEY CONTROL
 LX0903  ___________________________________________________________________
 LX0903* NAD 83(1986)-  41 12 07.     (N)    073 02 16.     (W)     SCALED    
 LX0903* NAVD 88     -         4.356  (meters)      14.29   (feet)  ADJUSTED  
 LX0903  ___________________________________________________________________
 LX0903  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0903  DYNAMIC HT  -           4.355 (meters)      14.29  (feet)  COMP
 LX0903  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 LX0903
 LX0903  VERT ORDER  -  FIRST     CLASS I
 LX0903
 LX0903.The horizontal coordinates were scaled from a topographic map and have
 LX0903.an estimated accuracy of +/- 6 seconds.
 LX0903
 LX0903.The orthometric height was determined by differential leveling
 LX0903.and adjusted by the National Geodetic Survey in June 1991..
 LX0903
 LX0903.The geoid height was determined by GEOID03.
 LX0903
 LX0903.The dynamic height is computed by dividing the NAVD 88
 LX0903.geopotential number by the normal gravity value computed on the
 LX0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0903.degrees latitude (g = 980.6199 gals.).
 LX0903
 LX0903.The modeled gravity was interpolated from observed gravity values.
 LX0903
 LX0903;                    North         East    Units  Estimated Accuracy
 LX0903;SPC CT       -   193,380.      280,660.      MT  (+/- 180 meters Scaled)
 LX0903
 LX0903                          SUPERSEDED SURVEY CONTROL
 LX0903
 LX0903  NGVD 29 (??/??/92)    4.686  (m)           15.37   (f) ADJ UNCH    1 1
 LX0903
 LX0903.Superseded values are not recommended for survey control.
 LX0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0903.See file dsdata.txt to determine how the superseded data were derived.
 LX0903
 LX0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL645630(NAD 83)
 LX0903_MARKER: DR = REFERENCE MARK DISK
 LX0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0903_SP_SET: CONCRETE PATIO
 LX0903_STAMPING: POND 2 NO 6 1958
 LX0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0903
 LX0903  HISTORY     - Date     Condition        Report By
 LX0903  HISTORY     - 1958     MONUMENTED       CGS
 LX0903  HISTORY     - 1965     GOOD             NGS
 LX0903
 LX0903                          STATION DESCRIPTION
 LX0903
 LX0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0903'1.6 MI S FROM MILFORD.
 LX0903'1.3 MILES SOUTH ALONG GULF STREET FROM THE INTERSECTION OF NEW
 LX0903'HAVEN AVENUE AT MILFORD, THENCE 0.3 MILE SOUTH ALONG POINT
 LX0903'LOOKOUT ROAD, AT WELCHES POINT, SET IN THE TOP OF THE CONCRETE
 LX0903'PATIO OF A LARGE HOME WHICH IS LOCATED AT THE FAR POINT OF
 LX0903'WELCHES POINT, 7.7 FEET SOUTH OF THE SOUTH WALL OF THE HOUSE,
 LX0903'44.7 FEET EAST OF THE STATION, 0.4 FOOT EAST OF THE WEST FENCE
 LX0903'LINE OF A METAL FENCE AROUND THE PATIO AND ABOUT LEVEL WITH THE
 LX0903'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7456 ***********************************************************************
 LX7456  DESIGNATION -  POND MTN
 LX7456  PID         -  LX7456
 LX7456  STATE/COUNTY-  CT/FAIRFIELD
 LX7456  USGS QUAD   -  NEW MILFORD (1984)
 LX7456
 LX7456                         *CURRENT SURVEY CONTROL
 LX7456  ___________________________________________________________________
 LX7456* NAD 83(1996)-  41 30 48.17792(N)    073 29 30.80006(W)     ADJUSTED  
 LX7456* NAVD 88     -       343.8    (meters)    1128.     (feet)  VERTCON   
 LX7456  ___________________________________________________________________
 LX7456  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 LX7456  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7456
 LX7456  HORZ ORDER  -  FIRST
 LX7456
 LX7456.The horizontal coordinates were established by classical geodetic methods
 LX7456.and adjusted by the National Geodetic Survey in August 1998..
 LX7456
 LX7456.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7456
 LX7456.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7456
 LX7456.The geoid height was determined by GEOID03.
 LX7456
 LX7456;                    North         East     Units Scale Factor Converg.
 LX7456;SPC CT       -   228,191.237   242,870.284   MT  0.99998320   -0 29 30.9
 LX7456;SPC CT       -   748,657.42    796,816.92   sFT  0.99998320   -0 29 30.9
 LX7456;UTM  18      - 4,596,847.850   625,847.007   MT  0.99979490   +0 59 58.9
 LX7456
 LX7456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7456!SPC CT       -   0.99995078  x   0.99998320  =   0.99993398
 LX7456!UTM  18      -   0.99995078  x   0.99979490  =   0.99974569
 LX7456
 LX7456                          SUPERSEDED SURVEY CONTROL
 LX7456
 LX7456  NAD 83(1992)-  41 30 48.17767(N)    073 29 30.80012(W) AD(       ) 1
 LX7456  NAD 83(1986)-  41 30 48.17915(N)    073 29 30.80138(W) AD(       ) 1
 LX7456  NAD 83(1986)-  41 30 48.17931(N)    073 29 30.80128(W) AD(       ) 1
 LX7456  NGVD 29 (10/23/89)  344.0    (m)         1129.     (f) VERT ANG       
 LX7456
 LX7456.Superseded values are not recommended for survey control.
 LX7456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7456.See file dsdata.txt to determine how the superseded data were derived.
 LX7456
 LX7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2584796848(NAD 83)
 LX7456_MARKER: DS = TRIANGULATION STATION DISK
 LX7456_SETTING: 66 = SET IN ROCK OUTCROP
 LX7456_SP_SET: SET IN ROCK OUTCROP
 LX7456_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7456+STABILITY: POSITION/ELEVATION WELL
 LX7456
 LX7456  HISTORY     - Date     Condition        Report By
 LX7456  HISTORY     - 1983     MONUMENTED       NGS
 LX7456
 LX7456                          STATION DESCRIPTION
 LX7456
 LX7456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7456'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTH OF
 LX7456'NEW FAIRFIELD, 3.2 KM (2.0 MI) EAST OF THE NEW YORK
 LX7456'STATE LINE, 1.8 KM (1.1 MI) WEST OF THE ENTRANCE TO
 LX7456'SQUANTZ POND STATE PARK, IN THE POOTATUCK STATE FOREST,
 LX7456'100 METERS (300 FT) EAST OF THE SUMMIT OF POND MTN, IN
 LX7456'THE WOODS AND ROCK, AND ABOUT 50 METERS (160 FT)
 LX7456'WEST OF A GRADED WOODS ROAD.
 LX7456'OWNERSHIP--STATE DEPARTMENT OF ENVIROMENTAL PROTECTION,
 LX7456'RFD 4, PLYMOUTH ROAD, HARWINTON CT 06781, PHONE
 LX7456'203-485-0226.
 LX7456'
 LX7456'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7456'37 AND 39 IN NEW FAIRFIELD, GO NORTHWEST ON HIGHWAY 37
 LX7456'FOR 3.0 KM (1.85 MI) TO THE NEW FAIRFIELD UNITED
 LX7456'METHODIST CHURCH ON THE RIGHT.  CONTINUE AHEAD
 LX7456'FOR 0.35 KM (0.25 MI) TO A PAVED ROAD RIGHT, PINE
 LX7456'HILL ROAD.  TURN RIGHT, EAST, FOR 2.8 KM (1.7 MI) TO A
 LX7456'PAVED ROAD RIGHT AT TOP OF GRADE.  TURN RIGHT, SOUTHEAST,
 LX7456'ON PAVED THEN DIRT ROAD FOR 0.3 KM (0.2 MI) TO A POLE
 LX7456'GATE.  PASS THROUGH GATE FOR 0.1 KM (0.05 MI) TO A FORK
 LX7456'LEFT.  KEEP RIGHT, EASTERLY, FOR 0.9 KM (0.55 MI) TO
 LX7456'A DIM WOODS ROAD RIGHT, AT TOP OF A SMALL SADDLE.  TURN
 LX7456'RIGHT, WEST, UPHILL, FOR 0.1 KM (0.05 MI) TO THE STATION.
 LX7456'
 LX7456'THE STATION IS A STANDARD NGS DISK
 LX7456'STAMPED---POND MTN 1983---,
 LX7456'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7456'13.4 METERS (44.0 FT) WEST-SOUTHWEST FROM THE CENTER OF THE WOODS
 LX7456'ROAD,
 LX7456'3.35 METERS (11.0 FT) WEST FROM A TRIANGLE BLAZED OAK TREE AND
 LX7456'1.22 METER (4.0 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 LX7456'
 LX7456'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7456'STAMPED---POND MTN NO 1 1983---,
 LX7456'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7456'18.12 METERS (59.45 FT) EAST-NORTHEAST FROM A WITNESS POST AND
 LX7456'2.4 METERS (8.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE WOODS
 LX7456'ROAD.
 LX7456'MARK IS BELOW STATION 0.5 METERS.
 LX7456'
 LX7456'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7456'STAMPED---POND MTN NO 2 1983---,
 LX7456'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7456'28.9 METERS (95.0 FT) WEST-SOUTHWEST FROM THE CETER OF THE WOODS
 LX7456'ROAD AND
 LX7456'20.1 METERS (66.0 FT) SOUTH FROM A WITNESS POST.
 LX7456'MARK IS BELOW STATION 1.0 METERS.
 LX7456'
 LX7456'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AZIMUTH MARK.
 LX7456'
 LX7456'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.3 METERS.
 LX7456'
 LX7456'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5438 ***********************************************************************
 LX5438  DESIGNATION -  POND POINT
 LX5438  PID         -  LX5438
 LX5438  STATE/COUNTY-  CT/NEW LONDON
 LX5438  USGS QUAD   -  NIANTIC (1983)
 LX5438
 LX5438                         *CURRENT SURVEY CONTROL
 LX5438  ___________________________________________________________________
 LX5438* NAD 83(1996)-  41 18 22.47901(N)    072 12 10.40654(W)     ADJUSTED  
 LX5438* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5438  ___________________________________________________________________
 LX5438  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 LX5438  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX5438
 LX5438  HORZ ORDER  -  SECOND
 LX5438
 LX5438.The horizontal coordinates were established by classical geodetic methods
 LX5438.and adjusted by the National Geodetic Survey in August 1998..
 LX5438
 LX5438.The orthometric height was scaled from a topographic map.
 LX5438
 LX5438.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5438
 LX5438.The geoid height was determined by GEOID03.
 LX5438
 LX5438;                    North         East     Units Scale Factor Converg.
 LX5438;SPC CT       -   205,065.556   350,617.315   MT  0.99999098   +0 21 46.0
 LX5438;SPC CT       -   672,785.91  1,150,316.97   sFT  0.99999098   +0 21 46.0
 LX5438;SPC NY L     -   128,094.183   450,491.558   MT  1.00002655   +1 10 31.6
 LX5438;SPC NY L     -   420,255.67  1,477,987.72   sFT  1.00002655   +1 10 31.6
 LX5438;UTM  18      - 4,576,528.441   734,161.107   MT  1.00027486   +1 50 49.8
 LX5438
 LX5438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5438!SPC CT       -   1.00000485  x   0.99999098  =   0.99999583
 LX5438!SPC NY L     -   1.00000485  x   1.00002655  =   1.00003140
 LX5438!UTM  18      -   1.00000485  x   1.00027486  =   1.00027971
 LX5438
 LX5438:                Primary Azimuth Mark                     Grid Az
 LX5438:SPC CT       -  CRESCENT BEACH PIER FLAGPOLE             009 17 53.3
 LX5438:SPC NY L     -  CRESCENT BEACH PIER FLAGPOLE             008 29 07.7
 LX5438:UTM  18      -  CRESCENT BEACH PIER FLAGPOLE             007 48 49.5
 LX5438
 LX5438|---------------------------------------------------------------------|
 LX5438| PID    Reference Object                     Distance      Geod. Az  |
 LX5438|                                                           dddmmss.s |
 LX5438| LX5439 CRESCENT BEACH PIER FLAGPOLE        APPROX. 1.0 KM 0093939.3 |
 LX5438| LX5479 MILLSTONE POINT WEST CHIMNEY        APPROX. 2.9 KM 0851506.2 |
 LX5438| LX5480 MILLSTONE POINT STACK               APPROX. 2.9 KM 0863019.6 |
 LX5438| CZ7783 POND POINT RM 1                       8.870 METERS 21301     |
 LX5438| CZ7784 POND POINT RM 2                      15.240 METERS 28224     |
 LX5438| LX5437 CRESCENT PARK HOUSE CHIMNEY         413.124 METERS 3594135.4 |
 LX5438|---------------------------------------------------------------------|
 LX5438
 LX5438                          SUPERSEDED SURVEY CONTROL
 LX5438
 LX5438  NAD 83(1992)-  41 18 22.47784(N)    072 12 10.40595(W) AD(       ) 2
 LX5438  NAD 83(1986)-  41 18 22.47965(N)    072 12 10.41048(W) AD(       ) 2
 LX5438  NAD 27      -  41 18 22.13100(N)    072 12 12.13600(W) AD(       ) 2
 LX5438
 LX5438.Superseded values are not recommended for survey control.
 LX5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5438.See file dsdata.txt to determine how the superseded data were derived.
 LX5438
 LX5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3416176528(NAD 83)
 LX5438_MARKER: DS = TRIANGULATION STATION DISK
 LX5438_SETTING: 66 = SET IN ROCK OUTCROP
 LX5438_SP_SET: SET IN A ROCK LEDGE
 LX5438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5438+STABILITY: POSITION/ELEVATION WELL
 LX5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5438+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 LX5438
 LX5438  HISTORY     - Date     Condition        Report By
 LX5438  HISTORY     - 1934     MONUMENTED       CGS
 LX5438  HISTORY     - 1946     GOOD             CGS
 LX5438  HISTORY     - 1968     GOOD             CGS
 LX5438  HISTORY     - 1989     GOOD             USPSQD
 LX5438  HISTORY     - 19910402 GOOD             USPSQD
 LX5438  HISTORY     - 20010408 GOOD             USPSQD
 LX5438  HISTORY     - 20040515 GOOD             USPSQD
 LX5438  HISTORY     - 20051223 GOOD             USPSQD
 LX5438
 LX5438                          STATION DESCRIPTION
 LX5438
 LX5438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5438'THE STATION IS ON THE EXTREME END OF POND POINT, WHICH IS ON THE
 LX5438'W SIDE OF NIANTIC BAY.  IT IS A STANDARD DISC SET IN A LEDGE
 LX5438'THAT IS CUT OFF FROM THE MAINLAND AT HIGH WATER.  THE TOP OF THE
 LX5438'LEDGE IS ABOUT TWO FEET ABOVE HIGH WATER.
 LX5438'
 LX5438'REFERENCE MARK NO.1 IS A STANDARD DISC SET IN THE SAME LEDGE,
 LX5438'SW OF THE STATION.  IT TOO IS COVERED AT HIGH WATER.  REFERENCE
 LX5438'MARK NO.2 IS A STANDARD DISC SET IN A SMALL BOULDER W OF THE
 LX5438'STATION AND ABOUT MIDWAY OF THE SAND SPIT W OF THE STATION.
 LX5438'
 LX5438'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5438
 LX5438                          STATION RECOVERY (1946)
 LX5438
 LX5438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 LX5438'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LX5438'CONDITION.  REFERENCE MARK 1 WAS UNDER WATER.  DISTANCES TO
 LX5438'REFERENCE MARKS WERE NOT CHECKED BECAUSE WAVES BREAKING OVER THE
 LX5438'LEDGE WOULD HAVE MADE THE MEASUREMENTS DIFFICULT AND INACCURATE.
 LX5438'
 LX5438'THE DESCRIPTION IS ADEQUATE EXCEPT THAT POND POINT IS KNOWN
 LX5438'LOCALLY AS INDIAN POND POINT.
 LX5438
 LX5438                          STATION RECOVERY (1968)
 LX5438
 LX5438'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5438'RECOVERED.  THE STATION AND REFERENCE MARKS WERE RECOVERED AS
 LX5438'DESCRIBED.
 LX5438
 LX5438                          STATION RECOVERY (1989)
 LX5438
 LX5438'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5438'RECOVERED IN GOOD CONDITION.
 LX5438
 LX5438                          STATION RECOVERY (1991)
 LX5438
 LX5438'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5438'RECOVERED IN GOOD CONDITION.
 LX5438
 LX5438                          STATION RECOVERY (2001)
 LX5438
 LX5438'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5438'RECOVERED IN GOOD CONDITION.
 LX5438
 LX5438                          STATION RECOVERY (2004)
 LX5438
 LX5438'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX5438'RM 2 ON SMALL BOULDER THAT COULD SHIFT DURING HEAVY WEATHER
 LX5438
 LX5438                          STATION RECOVERY (2005)
 LX5438
 LX5438'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3718 ***********************************************************************
 LX3718  DESIGNATION -  POND RESET
 LX3718  PID         -  LX3718
 LX3718  STATE/COUNTY-  CT/NEW HAVEN
 LX3718  USGS QUAD   -  MILFORD (1984)
 LX3718
 LX3718                         *CURRENT SURVEY CONTROL
 LX3718  ___________________________________________________________________
 LX3718* NAD 83(1996)-  41 12 07.15668(N)    073 02 17.06408(W)     ADJUSTED  
 LX3718* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3718  ___________________________________________________________________
 LX3718  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX3718  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX3718
 LX3718  HORZ ORDER  -  SECOND
 LX3718
 LX3718.The horizontal coordinates were established by classical geodetic methods
 LX3718.and adjusted by the National Geodetic Survey in August 1998..
 LX3718
 LX3718.The orthometric height was scaled from a topographic map.
 LX3718
 LX3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3718
 LX3718.The geoid height was determined by GEOID03.
 LX3718
 LX3718;                    North         East     Units Scale Factor Converg.
 LX3718;SPC CT       -   193,382.274   280,637.697   MT  0.99999980   -0 11 27.6
 LX3718;SPC CT       -   634,455.01    920,725.51   sFT  0.99999980   -0 11 27.6
 LX3718;SPC NY L     -   115,414.625   380,683.786   MT  1.00001372   +0 37 45.0
 LX3718;SPC NY L     -   378,656.15  1,248,960.05   sFT  1.00001372   +0 37 45.0
 LX3718;UTM  18      - 4,563,035.646   664,500.600   MT  0.99993305   +1 17 33.5
 LX3718
 LX3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3718!SPC CT       -   1.00000427  x   0.99999980  =   1.00000407
 LX3718!SPC NY L     -   1.00000427  x   1.00001372  =   1.00001799
 LX3718!UTM  18      -   1.00000427  x   0.99993305  =   0.99993732
 LX3718
 LX3718:                Primary Azimuth Mark                     Grid Az
 LX3718:SPC CT       -  CROSS                                    066 20 40.3
 LX3718:SPC NY L     -  CROSS                                    065 31 27.7
 LX3718:UTM  18      -  CROSS                                    064 51 39.2
 LX3718
 LX3718|---------------------------------------------------------------------|
 LX3718| PID    Reference Object                     Distance      Geod. Az  |
 LX3718|                                                           dddmmss.s |
 LX3718| LX3701 CROSS                               APPROX. 1.6 KM 0660912.7 |
 LX3718| CB4168 POND RM 2                            25.580 METERS 06940     |
 LX3718| CB4169 POND RM 3                            19.702 METERS 14405     |
 LX3718| LX3713 CHARLES IS ST THOMAS CHAPEL         APPROX. 1.8 KM 2262533.9 |
 LX3718| CB4170 POND RM 4                            10.869 METERS 23718     |
 LX3718| CB4167 POND RM 1                            15.510 METERS 31904     |
 LX3718| LX3705 MILFORD GREEN FLAGPOLE              APPROX. 2.8 KM 3210223.7 |
 LX3718| LX3706 PONDS FLAGPOLE                      368.156 METERS 32822     |
 LX3718| LX3707 PONDS BARN TURRET                   452.682 METERS 3403300.8 |
 LX3718|---------------------------------------------------------------------|
 LX3718
 LX3718                          SUPERSEDED SURVEY CONTROL
 LX3718
 LX3718  NAD 83(1992)-  41 12 07.15550(N)    073 02 17.06380(W) AD(       ) 2
 LX3718  NAD 83(1986)-  41 12 07.16021(N)    073 02 17.06887(W) AD(       ) 2
 LX3718  NAD 27      -  41 12 06.80800(N)    073 02 18.68700(W) AD(       ) 2
 LX3718
 LX3718.Superseded values are not recommended for survey control.
 LX3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3718.See file dsdata.txt to determine how the superseded data were derived.
 LX3718
 LX3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6450163036(NAD 83)
 LX3718_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3718
 LX3718  HISTORY     - Date     Condition        Report By
 LX3718  HISTORY     - 1933     MONUMENTED       CGS
 LX3718  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX3718  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3718
 LX3718                          STATION DESCRIPTION
 LX3718
 LX3718'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3718'THIS STATION IS NEAR THE EXTREMITY OF WELCHS POINT.  IT IS ON THE
 LX3718'ESTATE OF MRS. N.M. POND AND NEAR THE SW CORNER OF POINT.  THE
 LX3718'SURFACE OF THE POINT IS QUITE SMOOTH BECAUSE IT HAS BEEN GRADED FOR
 LX3718'A PRIVATE AVIATION FIELD. THE BANK, ABOUT 8 FEET HIGH, IS
 LX3718'PROTECTED BY A DEPOSIT OF HUGE BOULDERS.  THIRTY-EIGHT (38)
 LX3718'METERS NW OF THE STATION THE BANK MAKES A DECIDED TURN INSHORE.
 LX3718'
 LX3718'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX3718'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LX3718'
 LX3718'THE STATION IS 6.8 METERS FROM THE EDGE OF THE BANK TO THE
 LX3718'WESTWARD AND 13.3 METERS FROM THE EDGE TO THE SOUTHWARD.  REFERENCE
 LX3718'MARK NO.1 IS 7.4 METERS FROM THE BANK TO THE
 LX3718'SOUTHWESTWARD.  REFERENCE MARK NO.2 IS 9.2 METERS FROM THE BANK
 LX3718'TO THE SOUTHEASTWARD.
 LX3718'
 LX3718'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 LX3718
 LX3718                          STATION RECOVERY (1957)
 LX3718
 LX3718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3718'STATION MONUMENT WITH THE TOP SHEARED OFF RECOVERED 6 IN. BELOW
 LX3718'THE SURFACE.  THIS RECOVERY WAS MADE USING THE COMPUTED DISTANCE
 LX3718'AND DIRECTION FROM A TEMPORARY POINT LOCATED IN THE VICINITY.  THE
 LX3718'CONCRETE MONUMENT WAS REMOVED AND DIGGING CONTINUED TO A DEPTH OF
 LX3718'6 FT. IN AN ATTEMPT TO RECOVER THE UNDERGROUND MARK (NOTE 7A) AS
 LX3718'MENTIONED IN THE DESCRIPTION BY G.C.M. IN 1933.  THE UNDERGROUND
 LX3718'MARK WAS NOT FOUND.
 LX3718'
 LX3718'REFERENCE MARK 1 WAS RECOVERED 8 IN. BELOW THE SURFACE IN GOOD
 LX3718'CONDITION.
 LX3718'
 LX3718'REFERENCE MARK 2 WAS RECOVERED 12 IN. BELOW THE SURFACE WITH THE
 LX3718'TOP SHEARED OFF.
 LX3718'
 LX3718'THE STATION WAS REMARKED UTILIZING REFERENCE MARK 1 AND THE CENTER
 LX3718'OF THE CONCRETE MONUMENT FOR REFERENCE MARK 2.
 LX3718'
 LX3718'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 LX3718'
 LX3718'A NEW DESCRIPTION FOLLOWS--
 LX3718'
 LX3718'THE STATION IS LOCATED IN THE SW SECTOR OF WELCHS POINT, ON LAND
 LX3718'OWNED BY A.W. HAYDON.  A NEW SEAWALL OF STONE AND CONCRETE HAS
 LX3718'RECENTLY BEEN CONSTRUCTED AROUND THE EXPOSED AREA OF THE POINT.
 LX3718'THE SEAWALL SLOPES INWARD AND IS ABOUT 10 FT. HIGH.  THE AREA HAS
 LX3718'BEEN RECENTLY GRADED AS MR. HAYDON INTENDS TO CONSTRUCT TWO HOMES
 LX3718'IN THE AREA.
 LX3718'
 LX3718'THE STATION MARK IS A STANDARD DISK, SET IN TOP OF A 10-IN. SQUARE
 LX3718'TILE PIPE PROJECTING 3 IN. (NOTES 6A, 7A), AND THE DISK IS
 LX3718'STAMPED POND 1933-1957.
 LX3718'
 LX3718'REFERENCE MARK 1 IS A STANDARD DISK, 8 IN. BELOW THE SURFACE, AND
 LX3718'THE DISK IS STAMPED POND NO 1 1933 (NOTE 11A).  THIS MARK WILL
 LX3718'PROBABLY BE DESTROYED IN THE NEAR FUTURE, IF THE PROPOSED
 LX3718'CONSTRUCTION TAKES PLACE.
 LX3718'
 LX3718'THE CONCRETE MONUMENT, WITH THE TOP SHEARED OFF MARKING
 LX3718'REFERENCE MARK 2, IS IN THE SE SECTOR OF THE POINT AND 12 IN. BELOW
 LX3718'THE SURFACE.
 LX3718'
 LX3718'REFERENCE MARK 3 IS A STANDARD DISK, SET IN A DRILL HOLE IN THE
 LX3718'TOP OF THE S FACE OF THE SEAWALL.  THE DISK IS STAMPED POND NO 3
 LX3718'1933-1957.
 LX3718'
 LX3718'REFERENCE MARK 4 IS A STANDARD DISK, SET IN A DRILL HOLE IN THE TOP
 LX3718'OF THE W FACE OF THE SEAWALL.  THE DISK IS STAMPED POND NO 4
 LX3718'1933-1957.
 LX3718'
 LX3718'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF
 LX3718'NEW HAVEN AVENUE AND GULF STREET IN THE E SECTION OF MILFORD, GO
 LX3718'S ON GULF STREET FOR 1.4 MI. TO POINT LOOKOUT ROAD, TURN RIGHT AND
 LX3718'TAKE THE RIGHT FORK FOR 0.3 MI. TO THE DEAD END AND POINT.
 LX3718'STATION IS IN THE SW SECTOR ABOUT 200 FT. FROM THE DEAD END.
 LX3718
 LX3718                          STATION RECOVERY (1958)
 LX3718
 LX3718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (HEF)
 LX3718'STATION AND REFERENCE MARK NO.3 RECOVERED.  STATION WAS LOCATED BY
 LX3718'DISTANCE AND DIRECTION FROM REFERENCE MARK NO.3.  THE MARK IS 5
 LX3718'FT. BELOW THE SURFACE.  REFERENCE MARK NOS.1 AND 2, IF NOT
 LX3718'DESTROYED, ARE COVERED BY 5 FT. OF FILL.  REFERENCE MARK NO.4 IS
 LX3718'COVERED BY A VERTICAL EXTENSION TO THE SEAWALL.
 LX3718'
 LX3718'THE DAY FOLLOWING THE RECOVERY OF REFERENCE MARK NO. 3, THE
 LX3718'MARK WAS PARTIALLY COVERED BY THE CONSTRUCTION OF THE VERTICAL
 LX3718'EXTENSION TO THE SEAWALL.  AS A CONSEQUENCE THE MEASUREMENT AND
 LX3718'DIRECTION WAS NOT CHECKED.
 LX3718'
 LX3718'A NEW STATION WAS ESTABLISHED (SEE DESCRIPTION FOR POND 2).
 LX3718'
 LX3718'THE STATION WAS NOT DESTROYED AND CAN BE LOCATED FROM REFERENCE
 LX3718'MARK NO. 3 (PARTIALLY OBSTRUCTED), AND FROM THE FOLLOWING
 LX3718'ADDITIONAL REFERENCES--IT IS 28.00 FT., IN AZIMUTH 321 DEG
 LX3718'05 MIN FROM POND 2, 31.88 FT. S-SW OF POND 2 REFERENCE MARK
 LX3718'NO.6 AND 25.4 FT. S-SW OF THE SW CORNER OF A HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6186 ***********************************************************************
 LX6186  DESIGNATION -  POND TANK
 LX6186  PID         -  LX6186
 LX6186  STATE/COUNTY-  CT/MIDDLESEX
 LX6186  USGS QUAD   -  CLINTON (1984)
 LX6186
 LX6186                         *CURRENT SURVEY CONTROL
 LX6186  ___________________________________________________________________
 LX6186* NAD 83(1996)-  41 16 48.89914(N)    072 31 50.66163(W)     ADJUSTED  
 LX6186* NAVD 88     -                                                        
 LX6186  ___________________________________________________________________
 LX6186  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6186  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX6186
 LX6186  HORZ ORDER  -  THIRD
 LX6186
 LX6186.The horizontal coordinates were established by classical geodetic methods
 LX6186.and adjusted by the National Geodetic Survey in August 1998..
 LX6186
 LX6186
 LX6186.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6186
 LX6186.The geoid height was determined by GEOID03.
 LX6186
 LX6186;                    North         East     Units Scale Factor Converg.
 LX6186;SPC CT       -   202,056.912   323,169.636   MT  0.99999287   +0 08 43.4
 LX6186;SPC CT       -   662,915.05  1,060,265.71   sFT  0.99999287   +0 08 43.4
 LX6186;SPC NY L     -   124,695.718   423,088.500   MT  1.00002304   +0 57 39.7
 LX6186;SPC NY L     -   409,105.87  1,388,082.85   sFT  1.00002304   +0 57 39.7
 LX6186;UTM  18      - 4,572,809.053   706,794.904   MT  1.00012633   +1 37 46.8
 LX6186
 LX6186                          SUPERSEDED SURVEY CONTROL
 LX6186
 LX6186  NAD 83(1992)-  41 16 48.89822(N)    072 31 50.66140(W) AD(       ) 4
 LX6186  NAD 83(1986)-  41 16 48.90043(N)    072 31 50.66464(W) AD(       ) 4
 LX6186  NAD 27      -  41 16 48.54200(N)    072 31 52.33700(W) AD(       ) 3
 LX6186
 LX6186.Superseded values are not recommended for survey control.
 LX6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6186.See file dsdata.txt to determine how the superseded data were derived.
 LX6186
 LX6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0679572809(NAD 83)
 LX6186
 LX6186  HISTORY     - Date     Condition        Report By
 LX6186  HISTORY     - 1934     MONUMENTED       CGS
 LX6186  HISTORY     - 1949     SEE DESCRIPTION  USE
 LX6186  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6186
 LX6186                          STATION DESCRIPTION
 LX6186
 LX6186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6186'THE CLINTON PLANT OF THE PONDS EXTRACT COMPANY IS N OF THE MAIN
 LX6186'LINE OF THE NEW HAVEN RAILROAD AT A POINT JUST W OF THE CLINTON
 LX6186'RAILROAD STATION.  THE TANK IS NEAR THE W END OF THE PLANT
 LX6186'AND N OF ALL THE BUILDINGS EXCEPT THE BOILERHOUSE.  IT IS WOOD
 LX6186'ON A STEEL SUPPORTING STRUCTURE.  THE TANK ROOF IS CONICAL WITH
 LX6186'A PIPE VENTILATOR FINIAL AT THE APEX.  THE TANK SIDE IS PAINTED
 LX6186'GREEN, BUT THE ROOF AND STRUCTURE ARE BLACK.
 LX6186'
 LX6186'CENTER IS THE CENTER LINE OF THE FINIAL.
 LX6186'
 LX6186'THE TANK IS ABOUT 100 FEET HIGH.
 LX6186'
 LX6186'THERE IS AN ELECTRIC SIGN FACING S FROM THE MAIN BUILDING WHICH
 LX6186'READS PONDS CREAMS.  THE SIGN IS LIGHTED ALL NIGHT AND IS
 LX6186'REPORTED TO BE A GOOD LANDMARK.
 LX6186
 LX6186                          STATION RECOVERY (1949)
 LX6186
 LX6186'RECOVERY NOTE BY US ENGINEERS 1949 (CEA)
 LX6186'LETTER OF LT. C.E. ADAMS, JR., CORPS OF ENGINEERS, NEW
 LX6186'ENGLAND DIVISION, BOSTON, MASS., DATED OCTOBER 20,1949--
 LX6186'
 LX6186'THE TANK HAS BEEN DESTROYED.  A NEW ELEVATED STEEL TANK STANDS
 LX6186'150 FT. FROM THE ORIGINAL LOCATION.
 LX6186
 LX6186                          STATION RECOVERY (1997)
 LX6186
 LX6186'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3707 ***********************************************************************
 LX3707  DESIGNATION -  PONDS BARN TURRET
 LX3707  PID         -  LX3707
 LX3707  STATE/COUNTY-  CT/NEW HAVEN
 LX3707  USGS QUAD   -  MILFORD (1984)
 LX3707
 LX3707                         *CURRENT SURVEY CONTROL
 LX3707  ___________________________________________________________________
 LX3707* NAD 83(1996)-  41 12 20.99317(N)    073 02 23.53391(W)     ADJUSTED  
 LX3707* NAVD 88     -                                                        
 LX3707  ___________________________________________________________________
 LX3707  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX3707  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX3707
 LX3707  HORZ ORDER  -  THIRD
 LX3707
 LX3707.The horizontal coordinates were established by classical geodetic methods
 LX3707.and adjusted by the National Geodetic Survey in August 1998..
 LX3707
 LX3707
 LX3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3707
 LX3707.The geoid height was determined by GEOID03.
 LX3707
 LX3707;                    North         East     Units Scale Factor Converg.
 LX3707;SPC CT       -   193,809.623   280,488.387   MT  0.99999942   -0 11 31.9
 LX3707;SPC CT       -   635,857.07    920,235.65   sFT  0.99999942   -0 11 31.9
 LX3707;SPC NY L     -   115,839.799   380,528.372   MT  1.00001414   +0 37 40.8
 LX3707;SPC NY L     -   380,051.07  1,248,450.17   sFT  1.00001414   +0 37 40.8
 LX3707;UTM  18      - 4,563,458.958   664,340.285   MT  0.99993240   +1 17 29.6
 LX3707
 LX3707                          SUPERSEDED SURVEY CONTROL
 LX3707
 LX3707  NAD 83(1992)-  41 12 20.99197(N)    073 02 23.53362(W) AD(       ) 4
 LX3707  NAD 83(1986)-  41 12 20.99669(N)    073 02 23.53872(W) AD(       ) 4
 LX3707  NAD 27      -  41 12 20.64500(N)    073 02 25.15600(W) AD(       ) 3
 LX3707
 LX3707.Superseded values are not recommended for survey control.
 LX3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3707.See file dsdata.txt to determine how the superseded data were derived.
 LX3707
 LX3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6434063459(NAD 83)
 LX3707
 LX3707  HISTORY     - Date     Condition        Report By
 LX3707  HISTORY     - 1933     MONUMENTED       CGS
 LX3707  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX3707  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3707
 LX3707                          STATION DESCRIPTION
 LX3707
 LX3707'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3707'THIS BARN IS ON THE PINES ESTATE OF MRS. N.M. POND.  THE ESTATE
 LX3707'INCLUDES THE ENTIRE AREA KNOWN AS WELCHS POINT.  THE BARN IS
 LX3707'JUST INSIDE THE SERVICE GATE THROUGH THE BRICK WALL BETWEEN THE
 LX3707'PROPERTY AND THE HIGHWAY.
 LX3707'
 LX3707'THE TURRET IS ATTACHED TO THE W END OF THE T-SHAPED COMBINED
 LX3707'BARN AND GARAGE.  IT IS OCTAGONAL IN SHAPE AND PROJECTS ABOUT 10
 LX3707'FEET ABOVE THE REGULAR BARN ROOF.  THE ROOF IS ALSO IN EIGHT
 LX3707'SECTIONS SLOPING TO A COMMON POINT.  AT THE APEX OF THE ROOF THERE
 LX3707'IS A WEATHER VANE WITH GILDED HORSE.
 LX3707'
 LX3707'THE CENTER IS THE AXIS OF THE WEATHER VANE.  IT IS ABOUT
 LX3707'115 FEET S OF THE CENTER LINE OF THE HIGHWAY.
 LX3707
 LX3707                          STATION RECOVERY (1957)
 LX3707
 LX3707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HEF)
 LX3707'STATION RECOVERED AS DESCRIBED.  THE BARN HAS BEEN CONVERTED TO A
 LX3707'HOME.  THE WEATHER VANE HAS BEEN REMOVED.
 LX3707
 LX3707                          STATION RECOVERY (1961)
 LX3707
 LX3707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3707'RECOVERED IN EXCELLENT CONDITION, AS DESCRIBED, EXCEPT FOR
 LX3707'CHANGES DUE TO 28 YEARS OF TIME.  SUGGEST DESCRIPTION SHOULD
 LX3707'NOW READ AS FOLLOWS--THIS BUILDING IS ON THE FORMER PINES
 LX3707'ESTATE OF MRS. N.M. POND, ON WELCHS POINT.  THE OLD BARN IS NOW
 LX3707'A RESIDENCE, PAINTED RED, AND IS JUST INSIDE THE OLD SERVICE
 LX3707'GATE THROUGH THE BRICK WALL BETWEEN THE PROPERTY AND THE
 LX3707'HIGHWAY.
 LX3707'
 LX3707'THE TURRET IS ATTACHED TO THE W END OF THE T-SHAPED RESIDENCE.  IT
 LX3707'IS OCTAGONAL IN SHAPE AND PROJECTS ABOUT 10 FT. ABOVE THE
 LX3707'REGULAR ROOF.  THE ROOF IS ALSO IN EIGHT SECTIONS SLOPING TO A
 LX3707'COMMON POINT, WHICH IS THE STATION, ABOUT 115 FT. S OF THE
 LX3707'CENTER LINE OF THE HIGHWAY.
 LX3707'
 LX3707'TODAY, THERE IS NO WEATHER VANE WITH GILDED HORSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3706 ***********************************************************************
 LX3706  DESIGNATION -  PONDS FLAGPOLE
 LX3706  PID         -  LX3706
 LX3706  STATE/COUNTY-  CT/NEW HAVEN
 LX3706  USGS QUAD   -  MILFORD (1984)
 LX3706
 LX3706                         *CURRENT SURVEY CONTROL
 LX3706  ___________________________________________________________________
 LX3706* NAD 83(1996)-  41 12 17.31833(N)    073 02 25.34990(W)     ADJUSTED  
 LX3706* NAVD 88     -                                                        
 LX3706  ___________________________________________________________________
 LX3706  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX3706  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX3706
 LX3706  HORZ ORDER  -  THIRD
 LX3706
 LX3706.The horizontal coordinates were established by classical geodetic methods
 LX3706.and adjusted by the National Geodetic Survey in August 1998..
 LX3706
 LX3706
 LX3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3706
 LX3706.The geoid height was determined by GEOID03.
 LX3706
 LX3706;                    North         East     Units Scale Factor Converg.
 LX3706;SPC CT       -   193,696.399   280,445.697   MT  0.99999952   -0 11 33.1
 LX3706;SPC CT       -   635,485.60    920,095.59   sFT  0.99999952   -0 11 33.1
 LX3706;SPC NY L     -   115,725.974   380,487.306   MT  1.00001403   +0 37 39.6
 LX3706;SPC NY L     -   379,677.63  1,248,315.44   sFT  1.00001403   +0 37 39.6
 LX3706;UTM  18      - 4,563,344.674   664,300.544   MT  0.99993224   +1 17 28.3
 LX3706
 LX3706                          SUPERSEDED SURVEY CONTROL
 LX3706
 LX3706  NAD 83(1992)-  41 12 17.31714(N)    073 02 25.34962(W) AD(       ) 4
 LX3706  NAD 83(1986)-  41 12 17.32184(N)    073 02 25.35470(W) AD(       ) 4
 LX3706  NAD 27      -  41 12 16.97000(N)    073 02 26.97200(W) AD(       ) 3
 LX3706
 LX3706.Superseded values are not recommended for survey control.
 LX3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3706.See file dsdata.txt to determine how the superseded data were derived.
 LX3706
 LX3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6430163345(NAD 83)
 LX3706
 LX3706  HISTORY     - Date     Condition        Report By
 LX3706  HISTORY     - 1933     MONUMENTED       CGS
 LX3706  HISTORY     - 1951     SEE DESCRIPTION  USGS
 LX3706
 LX3706                          STATION DESCRIPTION
 LX3706
 LX3706'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3706'THIS STATION IS THE FLAGPOLE ON THE LAWN OF MRS. N.M. POND, AT
 LX3706'THE PINES, WELCHS POINT.  THE POLE IS A SINGLE STICK PAINTED
 LX3706'WHITE ABOUT 30 FEET HIGH.  IT IS 35.5 METERS DISTANT AND BEARS
 LX3706'S 35 DEG W (MAGNETIC) FROM THE SW CORNER OF THE PORCH ON MRS.
 LX3706'PONDS RESIDENCE.
 LX3706'
 LX3706'THE POLE IS SET IN A CIRCULAR CONCRETE BASE 0.8 METER IN
 LX3706'DIAMETER.  CENTER IS THE CENTER LINE OF THE POLE.
 LX3706
 LX3706                          STATION RECOVERY (1951)
 LX3706
 LX3706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LX3706'FLAGPOLE HAS BEEN EITHER TAKEN DOWN OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6185 ***********************************************************************
 LX6185  DESIGNATION -  PONDS STACK
 LX6185  PID         -  LX6185
 LX6185  STATE/COUNTY-  CT/MIDDLESEX
 LX6185  USGS QUAD   -  CLINTON (1984)
 LX6185
 LX6185                         *CURRENT SURVEY CONTROL
 LX6185  ___________________________________________________________________
 LX6185* NAD 83(1996)-  41 16 49.59058(N)    072 31 51.15718(W)     ADJUSTED  
 LX6185* NAVD 88     -                                                        
 LX6185  ___________________________________________________________________
 LX6185  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6185  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX6185
 LX6185  HORZ ORDER  -  THIRD
 LX6185
 LX6185.The horizontal coordinates were established by classical geodetic methods
 LX6185.and adjusted by the National Geodetic Survey in August 1998..
 LX6185
 LX6185
 LX6185.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6185
 LX6185.The geoid height was determined by GEOID03.
 LX6185
 LX6185;                    North         East     Units Scale Factor Converg.
 LX6185;SPC CT       -   202,078.214   323,158.050   MT  0.99999285   +0 08 43.0
 LX6185;SPC CT       -   662,984.94  1,060,227.70   sFT  0.99999285   +0 08 43.0
 LX6185;SPC NY L     -   124,716.853   423,076.611   MT  1.00002306   +0 57 39.3
 LX6185;SPC NY L     -   409,175.21  1,388,043.85   sFT  1.00002306   +0 57 39.3
 LX6185;UTM  18      - 4,572,830.050   706,782.768   MT  1.00012626   +1 37 46.4
 LX6185
 LX6185                          SUPERSEDED SURVEY CONTROL
 LX6185
 LX6185  NAD 83(1992)-  41 16 49.58968(N)    072 31 51.15695(W) AD(       ) 4
 LX6185  NAD 83(1986)-  41 16 49.59192(N)    072 31 51.16013(W) AD(       ) 4
 LX6185  NAD 27      -  41 16 49.24100(N)    072 31 52.83100(W) AD(       ) 3
 LX6185
 LX6185.Superseded values are not recommended for survey control.
 LX6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6185.See file dsdata.txt to determine how the superseded data were derived.
 LX6185
 LX6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0678372830(NAD 83)
 LX6185
 LX6185  HISTORY     - Date     Condition        Report By
 LX6185  HISTORY     - 1934     MONUMENTED       CGS
 LX6185  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6185  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6185
 LX6185                          STATION DESCRIPTION
 LX6185
 LX6185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6185'THE BOILERHOUSE OF THE PONDS EXTRACT COMPANY IS THE MOST
 LX6185'NORTHERLY OF THE PLANT BUILDINGS NEAR THE CLINTON RAILROAD
 LX6185'STATION.  IT IS ONE STORY HIGH, BUILT OF BRICK, WITH A FLAT ROOF.
 LX6185'
 LX6185'THE STACK IS STEEL, PAINTED BLACK, AND IS JUST OUTSIDE THE
 LX6185'N WALL OF THE BOILERHOUSE.
 LX6185'
 LX6185'CENTER IS THE CENTER LINE OF THE STACK.  THE STACK IS ABOUT
 LX6185'70 FEET HIGH.
 LX6185
 LX6185                          STATION RECOVERY (1960)
 LX6185
 LX6185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6185'STATION DESTROYED.  NEW SMALL STACK BUILT IN 1958 HAS REPLACED
 LX6185'THE OLD STACK.
 LX6185
 LX6185                          STATION RECOVERY (1997)
 LX6185
 LX6185'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5990 ***********************************************************************
 LX5990  DESIGNATION -  POPLAR HILL
 LX5990  PID         -  LX5990
 LX5990  STATE/COUNTY-  CT/MIDDLESEX
 LX5990  USGS QUAD   -  DEEP RIVER (1971)
 LX5990
 LX5990                         *CURRENT SURVEY CONTROL
 LX5990  ___________________________________________________________________
 LX5990* NAD 83(1996)-  41 26 57.58188(N)    072 26 28.55087(W)     ADJUSTED  
 LX5990* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 LX5990  ___________________________________________________________________
 LX5990  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX5990  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX5990
 LX5990  HORZ ORDER  -  THIRD
 LX5990
 LX5990.The horizontal coordinates were established by classical geodetic methods
 LX5990.and adjusted by the National Geodetic Survey in August 1998..
 LX5990
 LX5990.The orthometric height was scaled from a topographic map.
 LX5990
 LX5990.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5990
 LX5990.The geoid height was determined by GEOID03.
 LX5990
 LX5990;                    North         East     Units Scale Factor Converg.
 LX5990;SPC CT       -   220,857.491   330,598.494   MT  0.99998422   +0 12 17.0
 LX5990;SPC CT       -   724,596.62  1,084,638.56   sFT  0.99998422   +0 12 17.0
 LX5990;UTM  18      - 4,591,799.043   713,734.482   MT  1.00016222   +1 41 39.9
 LX5990
 LX5990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5990!SPC CT       -   0.99998735  x   0.99998422  =   0.99997157
 LX5990!UTM  18      -   0.99998735  x   1.00016222  =   1.00014956
 LX5990
 LX5990:                Primary Azimuth Mark                     Grid Az
 LX5990:SPC CT       -  MARTINS CHIMNEY                          359 51 40.1
 LX5990:UTM  18      -  MARTINS CHIMNEY                          358 22 17.2
 LX5990
 LX5990|---------------------------------------------------------------------|
 LX5990| PID    Reference Object                     Distance      Geod. Az  |
 LX5990|                                                           dddmmss.s |
 LX5990| LX5991 MARTINS CHIMNEY                     APPROX. 2.4 KM 0000357.1 |
 LX5990| LX5956 STRONGS BARN CUPOLA                 APPROX. 0.9 KM 0323536.8 |
 LX5990| LX5975 SHANAGANS BARN GABLE                APPROX. 3.3 KM 0452144.6 |
 LX5990| LX5968 EAST HADDAM FIRE TOWER              APPROX. 3.7 KM 0510724.2 |
 LX5990| LX5983 WOLF CASINO GABLE                   APPROX. 0.9 KM 0842703.3 |
 LX5990| LX5984 SALAMACHIS PINE                     APPROX. 1.0 KM 1003842.9 |
 LX5990| LX6015 LARSONS CHIMNEY                     APPROX. 3.5 KM 1960326.8 |
 LX5990| LX6023 FRANCIS CHIMNEY                     APPROX. 2.4 KM 1994623.9 |
 LX5990| LX6055 LARSONS BARN GABLE                  APPROX. 2.8 KM 2065826.2 |
 LX5990| LX6061 EDDY ROCK LIGHT                     APPROX. 2.0 KM 2263229.8 |
 LX5990| LX6076 BITGOODS CHIMNEY                    APPROX. 2.1 KM 2314801.5 |
 LX5990| LX6048 HAVEMEYERS CHIMNEY                  APPROX. 2.3 KM 2441208.8 |
 LX5990| LX6082 BISHOPS CHIMNEY                     APPROX. 2.4 KM 2492537.0 |
 LX5990| CZ7785 POPLAR HILL RM 1                     10.290 METERS 25728     |
 LX5990| LX6060 RAYS BARN CUPOLA                    APPROX. 1.0 KM 2805507.8 |
 LX5990| LX6033 SHAILERS MONUMENT                   APPROX. 3.2 KM 2832312.0 |
 LX5990| LX6057 RAYS HOUSE CUPOLA                   APPROX. 1.1 KM 2853127.9 |
 LX5990| LX6041 HADDAM VIEW TRANSM TWR W SIDE       APPROX. 2.8 KM 2970053.8 |
 LX5990| LX6038 SHAILERVILLE BAP CH FINIAL          APPROX. 3.7 KM 2985801.7 |
 LX5990| LX6065 EAST HADDAM TRANSM TWR E SIDE       APPROX. 2.3 KM 3051120.5 |
 LX5990| LX6004 GELSTONS GABLE                      APPROX. 2.5 KM 3475853.2 |
 LX5990| LX6009 EAST HADDAM CONG CHURCH             APPROX. 3.5 KM 3524514.4 |
 LX5990| LX6014 ROOTS CHIMNEY                       APPROX. 3.2 KM 3544645.6 |
 LX5990| LX6001 PECKS BARN GABLE                    APPROX. 2.7 KM 3552125.3 |
 LX5990| CZ7786 POPLAR HILL RM 2                     22.500 METERS 35652     |
 LX5990|---------------------------------------------------------------------|
 LX5990
 LX5990                          SUPERSEDED SURVEY CONTROL
 LX5990
 LX5990  NAD 83(1992)-  41 26 57.58109(N)    072 26 28.55061(W) AD(       ) 3
 LX5990  NAD 83(1986)-  41 26 57.58286(N)    072 26 28.55334(W) AD(       ) 3
 LX5990  NAD 27      -  41 26 57.22300(N)    072 26 30.25900(W) AD(       ) 3
 LX5990
 LX5990.Superseded values are not recommended for survey control.
 LX5990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5990.See file dsdata.txt to determine how the superseded data were derived.
 LX5990
 LX5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1373491799(NAD 83)
 LX5990_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5990+STABILITY: SURFACE MOTION
 LX5990
 LX5990  HISTORY     - Date     Condition        Report By
 LX5990  HISTORY     - 1934     MONUMENTED       CGS
 LX5990  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5990  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX5990
 LX5990                          STATION DESCRIPTION
 LX5990
 LX5990'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5990'THIS STATION IS LOCATED ON POPLAR HILL, THE PROPERTY OF
 LX5990'FREDERICK BALLEK.  TO APPROACH--AT BROCKWAYS CORNERS, HADLYME
 LX5990'TURN NORTHERLY ON ROUTE 82 AND GO 2.7 MILES.  TURN LEFT.  THIS
 LX5990'IS THE UPPER END OF THE RIVER ROAD TO THE HADLYME - CHESTER
 LX5990'FERRY.  GO 0.35 MILE.  AT THIS POINT A WOOD ROAD TURNS
 LX5990'NORTHERLY.  FOLLOW THIS FOR ABOUT 1/2 MILE AND SKIRT THE
 LX5990'EASTERLY SIDE OF POPLAR HILL.  TURN WESTERLY AT THE FIRST STONE
 LX5990'WALL THAT CROSSES THE ROADWAY.  GO ABOUT 120 YARDS.  THEN TURN
 LX5990'SOUTHERLY UP THE HILLSIDE.
 LX5990'
 LX5990'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX5990'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD BRONZE
 LX5990'DISK WEDGED IN A DRILL HOLE AS DESCRIBED IN NOTE 8A.  REFERENCE
 LX5990'MARK NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET
 LX5990'IN A BOULDER AS DESCRIBED IN NOTES 12C.
 LX5990'
 LX5990'THE STATION IS AT THE HIGHEST PART OF THE HILL IN THE
 LX5990'MIDST OF A SPACE ABOUT 50 BY 25 FEET THAT IS CLEAR OF TREES.
 LX5990'
 LX5990'REFERENCE MARK NO.1 IS IN A WHITISH BOULDER ABOUT 6 INCHES
 LX5990'ABOVE GROUND AND BETWEEN TWO 10-INCH CEDAR TREES.  IT BEARS
 LX5990'W (MAGNETIC).
 LX5990'
 LX5990'REFERENCE MARK NO.2 IS IN A FLAT-TOPPED BOULDER MEASURING
 LX5990'ABOUT 5 BY 4 FEET AND ABOUT 6 INCHES OUT OF GROUND.  IT BEARS
 LX5990'N 10 DEG E (MAGNETIC).
 LX5990'
 LX5990'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LX5990
 LX5990                          STATION RECOVERY (1971)
 LX5990
 LX5990'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5990'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5990'REACH THE STATION FROM EAST HADDAM AT THE INTERSECTION OF
 LX5990'ROUTE 151 (TOWN STREET) AND ROUTE 82 (NORWICH ROAD) GO SOUTH
 LX5990'ON ROUTE 82 FOR 1.3 MILE TO RIVER ROAD ON THE RIGHT, GO WEST
 LX5990'ON RIVER ROAD FOR 0.35 MILE TO A SHARP CURVE, FOLLOW DIM WOOD
 LX5990'RD., NORTH FOR 300 FEET BEARING RIGHT AT FORK FOR 5 MINUTES
 LX5990'WALKING TO A T IN THE ROAD, GO RIGHT FOR 3 MINUTES WALKING TIME
 LX5990'AND THEN GO WEST FOR ABOUT 700 FEET TO NORTH-SOUTH STONEWALL
 LX5990'AND FOLLOW SKETCH.
 LX5990
 LX5990                          STATION RECOVERY (1998)
 LX5990
 LX5990'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5990'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2169 ***********************************************************************
 KU2169  DESIGNATION -  PORT CHESTER BREAKWATER LT
 KU2169  PID         -  KU2169
 KU2169  STATE/COUNTY-  CT/FAIRFIELD
 KU2169  USGS QUAD   -  MAMARONECK (1975)
 KU2169
 KU2169                         *CURRENT SURVEY CONTROL
 KU2169  ___________________________________________________________________
 KU2169* NAD 83(1996)-  40 59 03.99171(N)    073 39 23.28141(W)     ADJUSTED  
 KU2169* NAVD 88     -        11.     (meters)      36.     (feet)  SCALED    
 KU2169  ___________________________________________________________________
 KU2169  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KU2169  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2169
 KU2169  HORZ ORDER  -  THIRD
 KU2169
 KU2169.The horizontal coordinates were established by classical geodetic methods
 KU2169.and adjusted by the National Geodetic Survey in August 1998..
 KU2169
 KU2169.The orthometric height was scaled from a topographic map.
 KU2169
 KU2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2169
 KU2169.The geoid height was determined by GEOID03.
 KU2169
 KU2169;                    North         East     Units Scale Factor Converg.
 KU2169;SPC CT       -   169,582.097   228,516.110   MT  1.00002877   -0 36 03.7
 KU2169;SPC CT       -   556,370.60    749,723.27   sFT  1.00002877   -0 36 03.7
 KU2169;SPC NY E     -   239,162.679   220,980.751   MT  0.99996199   +0 33 11.7
 KU2169;SPC NY E     -   784,652.89    725,001.01   sFT  0.99996199   +0 33 11.7
 KU2169;UTM  18      - 4,537,899.166   613,021.211   MT  0.99975722   +0 52 52.5
 KU2169
 KU2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2169!SPC CT       -   1.00000303  x   1.00002877  =   1.00003180
 KU2169!SPC NY E     -   1.00000303  x   0.99996199  =   0.99996502
 KU2169!UTM  18      -   1.00000303  x   0.99975722  =   0.99976025
 KU2169
 KU2169                          SUPERSEDED SURVEY CONTROL
 KU2169
 KU2169  NAD 83(1992)-  40 59 03.99163(N)    073 39 23.28101(W) AD(       ) 4
 KU2169  NAD 83(1986)-  40 59 03.99238(N)    073 39 23.28331(W) AD(       ) 4
 KU2169
 KU2169.Superseded values are not recommended for survey control.
 KU2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2169.See file dsdata.txt to determine how the superseded data were derived.
 KU2169
 KU2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1302137899(NAD 83)
 KU2169_MARKER: 14 = NAVIGATION LIGHT
 KU2169
 KU2169  HISTORY     - Date     Condition        Report By
 KU2169  HISTORY     - 1986     FIRST OBSERVED   NOS
 KU2169
 KU2169                          STATION DESCRIPTION
 KU2169
 KU2169'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2169'THE STATION IS LOCATED ON THE SOUTHEAST END OF THE PORT CHESTER
 KU2169'BREAKWATER IN WESTERN LONG ISLAND SOUND.
 KU2169'
 KU2169'THE STATION CAN BE WALKED TO FROM THE SHORE END OF THE BREAKWATER
 KU2169'AT PORT CHESTER.
 KU2169'THE LIGHT IS LISTED AS NUMBER 24195 IN THE 1986 COAST GUARD LIGHT
 KU2169'LIST.
 KU2169'
 KU2169'THE POINT INTERSECTED WAS THE CENTER OF THE WHITE LIGHT ATOP THE
 KU2169'SKELETAL TOWER.
 KU2169'
 KU2169'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2170 ***********************************************************************
 KU2170  DESIGNATION -  PORT CHESTER HARBOR LT
 KU2170  PID         -  KU2170
 KU2170  STATE/COUNTY-  CT/FAIRFIELD
 KU2170  USGS QUAD   -  MAMARONECK (1975)
 KU2170
 KU2170                         *CURRENT SURVEY CONTROL
 KU2170  ___________________________________________________________________
 KU2170* NAD 83(1996)-  40 59 09.33483(N)    073 39 35.51470(W)     ADJUSTED  
 KU2170* NAVD 88     -                                                        
 KU2170  ___________________________________________________________________
 KU2170  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KU2170  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 KU2170
 KU2170  HORZ ORDER  -  THIRD
 KU2170
 KU2170.The horizontal coordinates were established by classical geodetic methods
 KU2170.and adjusted by the National Geodetic Survey in August 1998..
 KU2170.No horizontal observational check was made to the station.
 KU2170
 KU2170
 KU2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2170
 KU2170.The geoid height was determined by GEOID03.
 KU2170
 KU2170;                    North         East     Units Scale Factor Converg.
 KU2170;SPC CT       -   169,749.924   228,231.883   MT  1.00002853   -0 36 11.9
 KU2170;SPC CT       -   556,921.21    748,790.77   sFT  1.00002853   -0 36 11.9
 KU2170;SPC NY E     -   239,324.735   220,693.220   MT  0.99996149   +0 33 03.8
 KU2170;SPC NY E     -   785,184.57    724,057.67   sFT  0.99996149   +0 33 03.8
 KU2170;UTM  18      - 4,538,059.541   612,732.817   MT  0.99975642   +0 52 44.6
 KU2170
 KU2170                          SUPERSEDED SURVEY CONTROL
 KU2170
 KU2170  NAD 83(1992)-  40 59 09.33444(N)    073 39 35.51428(W) AD(       ) 4
 KU2170  NAD 83(1986)-  40 59 09.33524(N)    073 39 35.51653(W) AD(       ) 4
 KU2170
 KU2170.Superseded values are not recommended for survey control.
 KU2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2170.See file dsdata.txt to determine how the superseded data were derived.
 KU2170
 KU2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1273338060(NAD 83)
 KU2170_MARKER: 14 = NAVIGATION LIGHT
 KU2170
 KU2170  HISTORY     - Date     Condition        Report By
 KU2170  HISTORY     - 1986     FIRST OBSERVED   NOS
 KU2170
 KU2170                          STATION DESCRIPTION
 KU2170
 KU2170'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2170'THE STATION IS LOCATED IN WESTERN LONG ISLAND SOUND WEST OF BYRAM
 KU2170'POINT ALONG THE WESTERN SIDE OF THE PORT CHESTER CHANNEL.
 KU2170'
 KU2170'THE STATION CAN BE REACHED BY BOAT FROM PORT CHESTER HARBOR.
 KU2170'
 KU2170'THE POINT INTERSECTED WAS THE CENTER OF THE GREEN LIGHT ATOP THE
 KU2170'BLACK SKELETAL TOWER WHICH IS SUPPORTED BY A WHITE HOUSE TYPE
 KU2170'STRUCTURE.
 KU2170'
 KU2170'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6821 ***********************************************************************
 LX6821  DESIGNATION -  PORTLAND AMERICAN TEL E TWR
 LX6821  PID         -  LX6821
 LX6821  STATE/COUNTY-  CT/MIDDLESEX
 LX6821  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6821
 LX6821                         *CURRENT SURVEY CONTROL
 LX6821  ___________________________________________________________________
 LX6821* NAD 83(1996)-  41 37 00.19852(N)    072 37 06.71073(W)     ADJUSTED  
 LX6821* NAVD 88     -                                                        
 LX6821  ___________________________________________________________________
 LX6821  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 LX6821  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6821
 LX6821  HORZ ORDER  -  THIRD
 LX6821
 LX6821.The horizontal coordinates were established by classical geodetic methods
 LX6821.and adjusted by the National Geodetic Survey in August 1998..
 LX6821
 LX6821
 LX6821.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6821
 LX6821.The geoid height was determined by GEOID03.
 LX6821
 LX6821;                    North         East     Units Scale Factor Converg.
 LX6821;SPC CT       -   239,410.864   315,757.877   MT  0.99998419   +0 05 13.8
 LX6821;SPC CT       -   785,467.14  1,035,948.97   sFT  0.99998419   +0 05 13.8
 LX6821;UTM  18      - 4,609,962.138   698,413.552   MT  1.00008449   +1 34 55.8
 LX6821
 LX6821                          SUPERSEDED SURVEY CONTROL
 LX6821
 LX6821  NAD 83(1992)-  41 37 00.19791(N)    072 37 06.71070(W) AD(       ) 4
 LX6821  NAD 83(1986)-  41 37 00.19970(N)    072 37 06.71252(W) AD(       ) 4
 LX6821  NAD 27      -  41 36 59.83200(N)    072 37 08.38600(W) AD(       ) 3
 LX6821
 LX6821.Superseded values are not recommended for survey control.
 LX6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6821.See file dsdata.txt to determine how the superseded data were derived.
 LX6821
 LX6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9841409962(NAD 83)
 LX6821
 LX6821  HISTORY     - Date     Condition        Report By
 LX6821  HISTORY     - 1935     MONUMENTED       CGS
 LX6821  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6821
 LX6821                          STATION DESCRIPTION
 LX6821
 LX6821'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6821'THE TOWER OF THE AMERICAN TELEPHONE COMPANY IS ON THE E BANK OF
 LX6821'THE CONNECTICUT RIVER 1.25 MILES N ALONG THE WANGUNK MEADOW ROAD
 LX6821'FROM ROUTE 15.  THE TOWER IS MADE UP OF STRUCTURAL STEEL ANGLE
 LX6821'IRON COLUMNS AND HORIZONTALS AND WITH ROD DIAGONAL BRACINGS.  THE
 LX6821'TOWER IS RECTANGULAR AT THE BASE.  THE LONG SIDES TAPER TO A
 LX6821'POINT AT THE APEX.  THE SHORT SIDES REMAIN THE SAME WIDTH ALL
 LX6821'THE WAY TO THE TOP.  THERE IS A SMALL BALCONY ON THE W SIDE OF
 LX6821'THE TOWER AND AT THE LOWER CROSS ARM.  THE TOWER IS SUPPORTED
 LX6821'ON A BROWN SANDSTONE BASE.  THE STATION IS THE CENTER LINE OF
 LX6821'THE TOWER AT THE TOP.  HEIGHT ABOUT 180 FEET ABOVE GROUND.
 LX6821
 LX6821                          STATION RECOVERY (1948)
 LX6821
 LX6821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6821'THE TOWER SUPERSTRUCTURE IS NO LONGER IN EXISTENCE.  THE SANDSTONE
 LX6821'FOUNDATION AND FOOTINGS REMAIN.  THE CENTER OF FOOTINGS COULD
 LX6821'BE DETERMINED AND POINT OF TRIANGULATION OCCUPIED, IF NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6844 ***********************************************************************
 LX6844  DESIGNATION -  PORTLAND BORDONAROS WIND TWR
 LX6844  PID         -  LX6844
 LX6844  STATE/COUNTY-  CT/MIDDLESEX
 LX6844  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6844
 LX6844                         *CURRENT SURVEY CONTROL
 LX6844  ___________________________________________________________________
 LX6844* NAD 83(1996)-  41 37 19.54813(N)    072 35 57.51132(W)     ADJUSTED  
 LX6844* NAVD 88     -                                                        
 LX6844  ___________________________________________________________________
 LX6844  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LX6844  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6844
 LX6844  HORZ ORDER  -  THIRD
 LX6844
 LX6844.The horizontal coordinates were established by classical geodetic methods
 LX6844.and adjusted by the National Geodetic Survey in August 1998..
 LX6844
 LX6844
 LX6844.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6844
 LX6844.The geoid height was determined by GEOID03.
 LX6844
 LX6844;                    North         East     Units Scale Factor Converg.
 LX6844;SPC CT       -   240,010.436   317,358.892   MT  0.99998433   +0 05 59.7
 LX6844;SPC CT       -   787,434.24  1,041,201.63   sFT  0.99998433   +0 05 59.7
 LX6844;UTM  18      - 4,610,603.345   699,998.543   MT  1.00009226   +1 35 42.4
 LX6844
 LX6844                          SUPERSEDED SURVEY CONTROL
 LX6844
 LX6844  NAD 83(1992)-  41 37 19.54751(N)    072 35 57.51128(W) AD(       ) 4
 LX6844  NAD 83(1986)-  41 37 19.54936(N)    072 35 57.51311(W) AD(       ) 4
 LX6844  NAD 27      -  41 37 19.18600(N)    072 35 59.19000(W) AD(       ) 3
 LX6844
 LX6844.Superseded values are not recommended for survey control.
 LX6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6844.See file dsdata.txt to determine how the superseded data were derived.
 LX6844
 LX6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9999910603(NAD 83)
 LX6844
 LX6844  HISTORY     - Date     Condition        Report By
 LX6844  HISTORY     - 1935     MONUMENTED       CGS
 LX6844  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6844
 LX6844                          STATION DESCRIPTION
 LX6844
 LX6844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6844'THE TOWER IS REACHED FROM THE INTERSECTION OF ROUTE 15 AND 15
 LX6844'ALTERNATE.  GO NORTHERLY 1.55 MILES, TURN RIGHT ON TO PRIVATE
 LX6844'ROADWAY AND GO TO THE FIRST HOUSE ON THE LEFT.
 LX6844'
 LX6844'THE TOWER IS SQUARE WITH A LEAN-TO ON THE S SIDE.  IT IS VERY OLD
 LX6844'AND IN VERY BAD REPAIR.  THE ROTOR HAS BEEN REMOVED AND ONLY THE
 LX6844'VERTICAL SHAFT REMAINS ON THE TOP.  IT IS NORTHERLY OF THE HOUSE
 LX6844'WHICH IS ON THE N SIDE OF THE DRIVE.  THERE IS A SMALL ORCHARD
 LX6844'JUST W OF THE TOWER.
 LX6844'
 LX6844'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT 30 FEET.
 LX6844
 LX6844                          STATION RECOVERY (1948)
 LX6844
 LX6844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6844'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6953 ***********************************************************************
 LX6953  DESIGNATION -  PORTLAND CATHOLIC CH SPIRE
 LX6953  PID         -  LX6953
 LX6953  STATE/COUNTY-  CT/MIDDLESEX
 LX6953  USGS QUAD   -  MIDDLETOWN (1992)
 LX6953
 LX6953                         *CURRENT SURVEY CONTROL
 LX6953  ___________________________________________________________________
 LX6953* NAD 83(1996)-  41 34 22.02489(N)    072 38 08.06750(W)     ADJUSTED  
 LX6953* NAVD 88     -                                                        
 LX6953  ___________________________________________________________________
 LX6953  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LX6953  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6953
 LX6953  HORZ ORDER  -  THIRD
 LX6953
 LX6953.The horizontal coordinates were established by classical geodetic methods
 LX6953.and adjusted by the National Geodetic Survey in August 1998..
 LX6953
 LX6953
 LX6953.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6953
 LX6953.The geoid height was determined by GEOID03.
 LX6953
 LX6953;                    North         East     Units Scale Factor Converg.
 LX6953;SPC CT       -   234,529.031   314,343.850   MT  0.99998337   +0 04 33.1
 LX6953;SPC CT       -   769,450.66  1,031,309.78   sFT  0.99998337   +0 04 33.1
 LX6953;UTM  18      - 4,605,044.612   697,127.185   MT  1.00007823   +1 34 10.1
 LX6953
 LX6953                          SUPERSEDED SURVEY CONTROL
 LX6953
 LX6953  NAD 83(1992)-  41 34 22.02422(N)    072 38 08.06749(W) AD(       ) 4
 LX6953  NAD 83(1986)-  41 34 22.02615(N)    072 38 08.06942(W) AD(       ) 4
 LX6953  NAD 27      -  41 34 21.66998(N)    072 38 09.73722(W) AD(       ) 3
 LX6953
 LX6953.Superseded values are not recommended for survey control.
 LX6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6953.See file dsdata.txt to determine how the superseded data were derived.
 LX6953
 LX6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9712705045(NAD 83)
 LX6953
 LX6953  HISTORY     - Date     Condition        Report By
 LX6953  HISTORY     - UNK      MONUMENTED
 LX6953  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6953  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6953  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6953  HISTORY     - 1988     GOOD             USPSQD
 LX6953  HISTORY     - 19971125 GOOD             USPSQD
 LX6953
 LX6953                          STATION DESCRIPTION
 LX6953
 LX6953'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6953'THE PORTLAND CATHOLIC CHURCH IS ON THE W SIDE OF FREESTONE
 LX6953'AVENUE AND S OF MAIN STREET.  THE CHURCH IS A BROWN BRICK
 LX6953'STRUCTURE WITH BROWN SANDSTONE BASEMENT AND A VERY STEEP SLATE
 LX6953'ROOF.
 LX6953'
 LX6953'THE BASE OF THE SPIRE IS SQUARE AND AT THE NORTHWESTERLY
 LX6953'CORNER OF CHURCH.  THE UPPER PART OF THE SPIRE IS OCTAGONAL
 LX6953'AND HAS DORMERS IN THE FOUR SIDES.  THE SIDES OF THE SPIRE
 LX6953'ARE COVERED WITH SLATE SHINGLES.
 LX6953'
 LX6953'THE STATION IS THE BASE OF THE GOLDEN CROSS AT THE APEX OF
 LX6953'THE SPIRE.  HEIGHT ABOUT 150 FEET.
 LX6953
 LX6953                          STATION RECOVERY (1948)
 LX6953
 LX6953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6953'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX6953
 LX6953                          STATION RECOVERY (1976)
 LX6953
 LX6953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6953'THE STATION WAS RECOVERED AS DESCRIBED IN 1935 (BOOK 279,
 LX6953'PAGE 11 AND 19).
 LX6953'
 LX6953'RECOVERED BY V.D. NOVAK.
 LX6953
 LX6953                          STATION RECOVERY (1988)
 LX6953
 LX6953'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6953'RECOVERED IN GOOD CONDITION.
 LX6953
 LX6953                          STATION RECOVERY (1997)
 LX6953
 LX6953'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6900 ***********************************************************************
 LX6900  DESIGNATION -  PORTLAND CONG CHURCH
 LX6900  PID         -  LX6900
 LX6900  STATE/COUNTY-  CT/MIDDLESEX
 LX6900  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6900
 LX6900                         *CURRENT SURVEY CONTROL
 LX6900  ___________________________________________________________________
 LX6900* NAD 83(1996)-  41 35 28.44194(N)    072 37 27.94710(W)     ADJUSTED  
 LX6900* NAVD 88     -                                                        
 LX6900  ___________________________________________________________________
 LX6900  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LX6900  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6900
 LX6900  HORZ ORDER  -  THIRD
 LX6900
 LX6900.The horizontal coordinates were established by classical geodetic methods
 LX6900.and adjusted by the National Geodetic Survey in August 1998..
 LX6900
 LX6900
 LX6900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6900
 LX6900.The geoid height was determined by GEOID03.
 LX6900
 LX6900;                    North         East     Units Scale Factor Converg.
 LX6900;SPC CT       -   236,579.348   315,270.341   MT  0.99998364   +0 04 59.7
 LX6900;SPC CT       -   776,177.41  1,034,349.44   sFT  0.99998364   +0 04 59.7
 LX6900;UTM  18      - 4,607,118.586   697,999.993   MT  1.00008247   +1 34 38.8
 LX6900
 LX6900                          SUPERSEDED SURVEY CONTROL
 LX6900
 LX6900  NAD 83(1992)-  41 35 28.44130(N)    072 37 27.94706(W) AD(       ) 4
 LX6900  NAD 83(1986)-  41 35 28.44320(N)    072 37 27.94895(W) AD(       ) 4
 LX6900  NAD 27      -  41 35 28.07800(N)    072 37 29.61900(W) AD(       ) 3
 LX6900
 LX6900.Superseded values are not recommended for survey control.
 LX6900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6900.See file dsdata.txt to determine how the superseded data were derived.
 LX6900
 LX6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9800007119(NAD 83)
 LX6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6900+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX6900
 LX6900  HISTORY     - Date     Condition        Report By
 LX6900  HISTORY     - 1875     MONUMENTED       CGS
 LX6900  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6900  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6900  HISTORY     - 1985     GOOD             USPSQD
 LX6900  HISTORY     - 19971125 GOOD             USPSQD
 LX6900  HISTORY     - 19991214 GOOD             USPSQD
 LX6900  HISTORY     - 20040101 GOOD             USPSQD
 LX6900
 LX6900                          STATION DESCRIPTION
 LX6900
 LX6900'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6900'THE PORTLAND CONGREGATIONAL CHURCH IS ON THE W SIDE OF MAIN
 LX6900'STREET IN THE NORTHERLY PART OF THE VILLAGE OF PORTLAND.  THE
 LX6900'CHURCH WAS ORGANIZED IN 1721.  THERE IS NO CORNER STONE GIVING
 LX6900'THE DATE OF THE PRESENT BUILDING.
 LX6900'
 LX6900'THE CHURCH IS A FRAME BUILDING VERY OLD IN APPEARANCE.  IT
 LX6900'HAS A VERY STEEP GABLED ROOF.  THERE ARE TWO SPIRES ONE AT
 LX6900'EACH CORNER OF THE FRONT OF THE CHURCH.  THE ONE AT THE
 LX6900'SOUTHEASTERLY CORNER IS VERY SHORT.  THE ONE AT THE NORTHEASTERLY
 LX6900'CORNER IS SQUARE AT THE BASE AND OCTAGONAL FROM THE BASE
 LX6900'UPWARD.  THE UPPER PART IS COVERED WITH WOODEN SHINGLES.
 LX6900'
 LX6900'THE STATION IS THE BASE OF THE GILDED BALL AT THE APEX OF THE
 LX6900'SPIRE.  HEIGHT ABOUT 100 FEET.
 LX6900
 LX6900                          STATION RECOVERY (1948)
 LX6900
 LX6900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6900'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE
 LX6900'WITH THE FOLLOWING EXCEPTIONS--
 LX6900'
 LX6900'1.  THE SHORT SPIRE THAT WAS AT THE SE CORNER OF THE CHURCH HAS
 LX6900'BEEN REMOVED.
 LX6900'
 LX6900'2.  THE UPPER PART OF THE NE SPIRE IS COVERED WITH TIN.
 LX6900
 LX6900                          STATION RECOVERY (1985)
 LX6900
 LX6900'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLS)
 LX6900'STATION FOUND GOOD.
 LX6900'
 LX6900'DESCRIPTION AS PER 1948 IS ADEQUATE.
 LX6900'THE SPIRE IS PAINTED COMPLETELY WHITE AND THERE IS A CLOCK NEAR THE
 LX6900'TOP FACING THE STREET.
 LX6900
 LX6900                          STATION RECOVERY (1997)
 LX6900
 LX6900'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6900'RECOVERED IN GOOD CONDITION.
 LX6900
 LX6900                          STATION RECOVERY (1999)
 LX6900
 LX6900'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX6900'RECOVERED IN GOOD CONDITION.
 LX6900
 LX6900                          STATION RECOVERY (2004)
 LX6900
 LX6900'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6900'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6954 ***********************************************************************
 LX6954  DESIGNATION -  PORTLAND EPIS CHURCH SPIRE
 LX6954  PID         -  LX6954
 LX6954  STATE/COUNTY-  CT/MIDDLESEX
 LX6954  USGS QUAD   -  MIDDLETOWN (1992)
 LX6954
 LX6954                         *CURRENT SURVEY CONTROL
 LX6954  ___________________________________________________________________
 LX6954* NAD 83(1996)-  41 34 46.64250(N)    072 38 06.78222(W)     ADJUSTED  
 LX6954* NAVD 88     -                                                        
 LX6954  ___________________________________________________________________
 LX6954  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX6954  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6954
 LX6954  HORZ ORDER  -  THIRD
 LX6954
 LX6954.The horizontal coordinates were established by classical geodetic methods
 LX6954.and adjusted by the National Geodetic Survey in August 1998..
 LX6954
 LX6954
 LX6954.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6954
 LX6954.The geoid height was determined by GEOID03.
 LX6954
 LX6954;                    North         East     Units Scale Factor Converg.
 LX6954;SPC CT       -   235,288.546   314,372.617   MT  0.99998346   +0 04 34.0
 LX6954;SPC CT       -   771,942.50  1,031,404.16   sFT  0.99998346   +0 04 34.0
 LX6954;UTM  18      - 4,605,804.690   697,136.145   MT  1.00007827   +1 34 11.7
 LX6954
 LX6954                          SUPERSEDED SURVEY CONTROL
 LX6954
 LX6954  NAD 83(1992)-  41 34 46.64184(N)    072 38 06.78220(W) AD(       ) 4
 LX6954  NAD 83(1986)-  41 34 46.64380(N)    072 38 06.78416(W) AD(       ) 4
 LX6954  NAD 27      -  41 34 46.28903(N)    072 38 08.45033(W) AD(       ) 3
 LX6954
 LX6954.Superseded values are not recommended for survey control.
 LX6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6954.See file dsdata.txt to determine how the superseded data were derived.
 LX6954
 LX6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9713605805(NAD 83)
 LX6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6954+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX6954
 LX6954  HISTORY     - Date     Condition        Report By
 LX6954  HISTORY     - 1935     MONUMENTED       CGS
 LX6954  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6954  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6954  HISTORY     - 1985     GOOD             USPSQD
 LX6954  HISTORY     - 1988     GOOD             USPSQD
 LX6954  HISTORY     - 19971125 GOOD             USPSQD
 LX6954  HISTORY     - 20040101 GOOD             USPSQD
 LX6954
 LX6954                          STATION DESCRIPTION
 LX6954
 LX6954'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6954'THE TRINITY EPISCOPAL CHURCH IS ON THE E SIDE OF MAIN STREET
 LX6954'IN THE VILLAGE OF PORTLAND AND N OF THE PORTLAND TOWN HALL.  THE
 LX6954'BUILDING IS A DARK BROWN SANDSTONE STRUCTURE AND WAS
 LX6954'ERECTED IN 1874.
 LX6954'
 LX6954'THE SPIRE IS ALSO MADE OF DARK BROWN SANDSTONE AND IS AT THE
 LX6954'SOUTHWESTERLY CORNER OF THE CHURCH.  THE BASE OF THE SPIRE IS
 LX6954'SQUARE AND HAS A STONE CLOCK FACE ON EACH SIDE.  ABOVE THE
 LX6954'CLOCK FACES THE SPIRE IS OCTAGONAL AND COVERED WITH SLATE
 LX6954'SHINGLES.
 LX6954'
 LX6954'THE STATION IS THE APEX OF THE SPIRE AT THE BASE OF THE
 LX6954'WEATHER VANE.  HEIGHT ABOUT 100 FEET.
 LX6954
 LX6954                          STATION RECOVERY (1948)
 LX6954
 LX6954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6954'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX6954
 LX6954                          STATION RECOVERY (1976)
 LX6954
 LX6954'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6954'THE STATION IS THE APEX OF THE SPIRE ATOP THE PORTLAND TRINITY
 LX6954'EPISCOPAL CHURCH.  IT IS BLACK IN COLOR AND IS ABOUT 85 FEET
 LX6954'HIGH.  THE STATION WAS RECOVERED AS DESCRIBED IN 1935.
 LX6954'
 LX6954'THE STATION IS LOCATED AT THE INTERSECTION OF MAIN AND SPRING
 LX6954'STREETS IN PORTLAND.
 LX6954'
 LX6954'DESCRIBED BY V.D. NOVAK.
 LX6954
 LX6954                          STATION RECOVERY (1985)
 LX6954
 LX6954'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLS)
 LX6954'STATION FOUND GOOD.
 LX6954'
 LX6954'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX6954
 LX6954                          STATION RECOVERY (1988)
 LX6954
 LX6954'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6954'RECOVERED IN GOOD CONDITION.
 LX6954
 LX6954                          STATION RECOVERY (1997)
 LX6954
 LX6954'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6954'RECOVERED IN GOOD CONDITION.
 LX6954
 LX6954                          STATION RECOVERY (2004)
 LX6954
 LX6954'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6949 ***********************************************************************
 LX6949  DESIGNATION -  PORTLAND METH EPIS CH SPIRE
 LX6949  PID         -  LX6949
 LX6949  STATE/COUNTY-  CT/MIDDLESEX
 LX6949  USGS QUAD   -  MIDDLETOWN (1992)
 LX6949
 LX6949                         *CURRENT SURVEY CONTROL
 LX6949  ___________________________________________________________________
 LX6949* NAD 83(1996)-  41 34 52.88532(N)    072 38 01.52391(W)     ADJUSTED  
 LX6949* NAVD 88     -                                                        
 LX6949  ___________________________________________________________________
 LX6949  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LX6949  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6949
 LX6949  HORZ ORDER  -  THIRD
 LX6949
 LX6949.The horizontal coordinates were established by classical geodetic methods
 LX6949.and adjusted by the National Geodetic Survey in August 1998..
 LX6949
 LX6949
 LX6949.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6949
 LX6949.The geoid height was determined by GEOID03.
 LX6949
 LX6949;                    North         East     Units Scale Factor Converg.
 LX6949;SPC CT       -   235,481.305   314,494.165   MT  0.99998349   +0 04 37.5
 LX6949;SPC CT       -   772,574.91  1,031,802.94   sFT  0.99998349   +0 04 37.5
 LX6949;UTM  18      - 4,606,000.571   697,252.637   MT  1.00007884   +1 34 15.4
 LX6949
 LX6949                          SUPERSEDED SURVEY CONTROL
 LX6949
 LX6949  NAD 83(1992)-  41 34 52.88466(N)    072 38 01.52390(W) AD(       ) 4
 LX6949  NAD 83(1986)-  41 34 52.88660(N)    072 38 01.52578(W) AD(       ) 4
 LX6949  NAD 27      -  41 34 52.52100(N)    072 38 03.19400(W) AD(       ) 3
 LX6949
 LX6949.Superseded values are not recommended for survey control.
 LX6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6949.See file dsdata.txt to determine how the superseded data were derived.
 LX6949
 LX6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9725306001(NAD 83)
 LX6949_MARKER: 90 = CHURCH SPIRE
 LX6949
 LX6949  HISTORY     - Date     Condition        Report By
 LX6949  HISTORY     - 1875     FIRST OBSERVED   CGS
 LX6949  HISTORY     - 1935     GOOD             CGS
 LX6949  HISTORY     - 1948     GOOD             CGS
 LX6949  HISTORY     - 1985     GOOD             USPSQD
 LX6949  HISTORY     - 19971125 GOOD             USPSQD
 LX6949
 LX6949                          STATION DESCRIPTION
 LX6949
 LX6949'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6949'THE METHODIST EPISCOPAL CHURCH IS ON THE E SIDE OF MAIN STREET
 LX6949'AND ON THE N SIDE OF CHURCH STREET IN THE VILLAGE OF PORTLAND.  IT
 LX6949'IS A FRAME STRUCTURE WITH A STONE BASE.  AT THE FRONT OF THE
 LX6949'CHURCH AND SUPPORTING THE OVERHANGING GABLE ARE FOUR CORRUGATED
 LX6949'COLUMNS SPACED EQUALLY APART.  A FLIGHT OF STONE STEPS EXTEND ALL
 LX6949'THE WAY ACROSS THE FRONT OF THE BUILDING.
 LX6949'
 LX6949'THE SPIRE IS OCTAGONAL WITH A SQUARE BASE AND IS AT THE FRONT
 LX6949'CENTER OF THE CHURCH.
 LX6949'
 LX6949'THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 100 FEET.
 LX6949
 LX6949                          STATION RECOVERY (1948)
 LX6949
 LX6949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6949'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6949
 LX6949                          STATION RECOVERY (1985)
 LX6949
 LX6949'RECOVERY NOTE BY US POWER SQUADRON 1985 (JLS)
 LX6949'STATION FOUND GOOD.
 LX6949'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX6949'THE CHURCH NAME IS NOW PORTLAND METHODIST CHURCH.
 LX6949
 LX6949                          STATION RECOVERY (1997)
 LX6949
 LX6949'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6837 ***********************************************************************
 LX6837  DESIGNATION -  PORTLAND ROSE HILL SCH CUPOLA
 LX6837  PID         -  LX6837
 LX6837  STATE/COUNTY-  CT/MIDDLESEX
 LX6837  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6837
 LX6837                         *CURRENT SURVEY CONTROL
 LX6837  ___________________________________________________________________
 LX6837* NAD 83(1996)-  41 36 00.18920(N)    072 35 49.38116(W)     ADJUSTED  
 LX6837* NAVD 88     -                                                        
 LX6837  ___________________________________________________________________
 LX6837  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LX6837  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6837
 LX6837  HORZ ORDER  -  THIRD
 LX6837
 LX6837.The horizontal coordinates were established by classical geodetic methods
 LX6837.and adjusted by the National Geodetic Survey in August 1998..
 LX6837
 LX6837
 LX6837.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6837
 LX6837.The geoid height was determined by GEOID03.
 LX6837
 LX6837;                    North         East     Units Scale Factor Converg.
 LX6837;SPC CT       -   237,562.460   317,551.433   MT  0.99998381   +0 06 05.1
 LX6837;SPC CT       -   779,402.84  1,041,833.33   sFT  0.99998381   +0 06 05.1
 LX6837;UTM  18      - 4,608,160.959   700,254.907   MT  1.00009352   +1 35 45.3
 LX6837
 LX6837                          SUPERSEDED SURVEY CONTROL
 LX6837
 LX6837  NAD 83(1992)-  41 36 00.18856(N)    072 35 49.38109(W) AD(       ) 4
 LX6837  NAD 83(1986)-  41 36 00.19043(N)    072 35 49.38299(W) AD(       ) 4
 LX6837  NAD 27      -  41 35 59.82600(N)    072 35 51.06200(W) AD(       ) 3
 LX6837
 LX6837.Superseded values are not recommended for survey control.
 LX6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6837.See file dsdata.txt to determine how the superseded data were derived.
 LX6837
 LX6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0025508161(NAD 83)
 LX6837
 LX6837  HISTORY     - Date     Condition        Report By
 LX6837  HISTORY     - 1935     MONUMENTED       CGS
 LX6837  HISTORY     - 19971125 MARK NOT FOUND   USPSQD
 LX6837
 LX6837                          STATION DESCRIPTION
 LX6837
 LX6837'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6837'THE SCHOOL IS REACHED FROM THE INTERSECTION OF ROUTE 15 AND 15
 LX6837'ALTERNATE, GO EASTERLY AND BEAR RIGHT FOR 0.4 MILE.  THE SCHOOL
 LX6837'IS ON THE EASTERLY SIDE OF THE ROAD AND ABOUT 40 METERS FROM THE
 LX6837'CENTER LINE OF THE ROAD.  THERE ARE NO OTHER BUILDINGS NEARBY.  IT
 LX6837'IS A ONE-STORY FRAME BUILDING WITH THREE WINDOWS IN EACH
 LX6837'SIDE.  THERE ARE TWO DOORS IN THE FRONT WITH A GLASS TRANSOM
 LX6837'ABOVE EACH ONE, A SET OF DOUBLE WINDOWS IS BETWEEN THE DOORS WITH
 LX6837'ANOTHER SET ABOVE IN THE GABLE.
 LX6837'
 LX6837'THE CUPOLA IS AT THE FRONT OF THE BUILDING AND IS IN THE E AND
 LX6837'W CENTER LINE.  IT IS SQUARE WITH A SQUARE PYRAMID ROOF THAT
 LX6837'HAS A FLAGSTAFF AT THE APEX.
 LX6837'
 LX6837'THE STATION IS THE CENTER OF THE APEX AT THE BASE OF THE
 LX6837'FLAGSTAFF.  HEIGHT ABOUT 40 FEET.
 LX6837
 LX6837                          STATION RECOVERY (1997)
 LX6837
 LX6837'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6837'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6945 ***********************************************************************
 LX6945  DESIGNATION -  PORTLAND SCHEIDER FACTORY STK
 LX6945  PID         -  LX6945
 LX6945  STATE/COUNTY-  CT/MIDDLESEX
 LX6945  USGS QUAD   -  MIDDLETOWN (1992)
 LX6945
 LX6945                         *CURRENT SURVEY CONTROL
 LX6945  ___________________________________________________________________
 LX6945* NAD 83(1996)-  41 34 14.66931(N)    072 37 44.06511(W)     ADJUSTED  
 LX6945* NAVD 88     -                                                        
 LX6945  ___________________________________________________________________
 LX6945  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LX6945  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX6945
 LX6945  HORZ ORDER  -  THIRD
 LX6945
 LX6945.The horizontal coordinates were established by classical geodetic methods
 LX6945.and adjusted by the National Geodetic Survey in August 1998..
 LX6945
 LX6945
 LX6945.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6945
 LX6945.The geoid height was determined by GEOID03.
 LX6945
 LX6945;                    North         East     Units Scale Factor Converg.
 LX6945;SPC CT       -   234,302.863   314,900.231   MT  0.99998335   +0 04 49.1
 LX6945;SPC CT       -   768,708.64  1,033,135.17   sFT  0.99998335   +0 04 49.1
 LX6945;UTM  18      - 4,604,833.002   697,689.326   MT  1.00008096   +1 34 25.8
 LX6945
 LX6945                          SUPERSEDED SURVEY CONTROL
 LX6945
 LX6945  NAD 83(1992)-  41 34 14.66866(N)    072 37 44.06510(W) AD(       ) 4
 LX6945  NAD 83(1986)-  41 34 14.67070(N)    072 37 44.06704(W) AD(       ) 4
 LX6945  NAD 27      -  41 34 14.31600(N)    072 37 45.73500(W) AD(       ) 3
 LX6945
 LX6945.Superseded values are not recommended for survey control.
 LX6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6945.See file dsdata.txt to determine how the superseded data were derived.
 LX6945
 LX6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9768904833(NAD 83)
 LX6945
 LX6945  HISTORY     - Date     Condition        Report By
 LX6945  HISTORY     - 1875     MONUMENTED       CGS
 LX6945  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6945  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX6945
 LX6945                          STATION DESCRIPTION
 LX6945
 LX6945'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6945'NO DESCRIPTION WAS AVAILABLE TO THE FIELD PARTY ON THIS
 LX6945'STATION.  HOWEVER, THE PLOTTED POSITION WAS VISITED AND AN
 LX6945'APPROPRIATE STACK IS NOT IN THE VICINITY.  IF THERE IS NO
 LX6945'DESCRIPTION OF THIS STATION, IT IS RECOMMENDED THAT IT BE
 LX6945'CONSIDERED LOST.
 LX6945
 LX6945                          STATION RECOVERY (1997)
 LX6945
 LX6945'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6829 ***********************************************************************
 LX6829  DESIGNATION -  PORTLAND SEIFERMANS GABLE
 LX6829  PID         -  LX6829
 LX6829  STATE/COUNTY-  CT/MIDDLESEX
 LX6829  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6829
 LX6829                         *CURRENT SURVEY CONTROL
 LX6829  ___________________________________________________________________
 LX6829* NAD 83(1996)-  41 33 35.56543(N)    072 35 07.55456(W)     ADJUSTED  
 LX6829* NAVD 88     -                                                        
 LX6829  ___________________________________________________________________
 LX6829  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX6829  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX6829
 LX6829  HORZ ORDER  -  THIRD
 LX6829
 LX6829.The horizontal coordinates were established by classical geodetic methods
 LX6829.and adjusted by the National Geodetic Survey in August 1998..
 LX6829
 LX6829
 LX6829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6829
 LX6829.The geoid height was determined by GEOID03.
 LX6829
 LX6829;                    North         East     Units Scale Factor Converg.
 LX6829;SPC CT       -   233,102.472   318,528.519   MT  0.99998325   +0 06 32.8
 LX6829;SPC CT       -   764,770.36  1,045,038.98   sFT  0.99998325   +0 06 32.8
 LX6829;UTM  18      - 4,603,727.460   701,348.056   MT  1.00009893   +1 36 08.5
 LX6829
 LX6829                          SUPERSEDED SURVEY CONTROL
 LX6829
 LX6829  NAD 83(1992)-  41 33 35.56476(N)    072 35 07.55448(W) AD(       ) 4
 LX6829  NAD 83(1986)-  41 33 35.56662(N)    072 35 07.55655(W) AD(       ) 4
 LX6829  NAD 27      -  41 33 35.20000(N)    072 35 09.23000(W) AD(       ) 3
 LX6829
 LX6829.Superseded values are not recommended for survey control.
 LX6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6829.See file dsdata.txt to determine how the superseded data were derived.
 LX6829
 LX6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0134803727(NAD 83)
 LX6829
 LX6829  HISTORY     - Date     Condition        Report By
 LX6829  HISTORY     - 1935     MONUMENTED       CGS
 LX6829  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6829
 LX6829                          STATION DESCRIPTION
 LX6829
 LX6829'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6829'THE HOUSE OF C.J. SEIFERMAN IS ON THE EASTERLY BANK OF THE
 LX6829'CONNECTICUT RIVER AT THE END OF THE DRAW S OF BODKIN ROCK
 LX6829'LIGHT.  THE HOUSE IS A 2 1/2-STORY BROWN-BRICK BUILDING WITH
 LX6829'SLATE ROOF.  THE LONG AXIS OF THE BUILDING IS PERPENDICULAR TO THE
 LX6829'RIVER.  THERE IS ONE WINDOW IN EACH GABLE OF THE HOUSE.
 LX6829'
 LX6829'THE STATION IS THE CENTER LINE OF THE WESTERLY GABLE OF THE
 LX6829'HOUSE.  HEIGHT ABOUT 30 FEET.
 LX6829
 LX6829                          STATION RECOVERY (1948)
 LX6829
 LX6829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6829'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6836 ***********************************************************************
 LX6836  DESIGNATION -  PORTLAND WILLIAMS GARAGE CUP
 LX6836  PID         -  LX6836
 LX6836  STATE/COUNTY-  CT/MIDDLESEX
 LX6836  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6836
 LX6836                         *CURRENT SURVEY CONTROL
 LX6836  ___________________________________________________________________
 LX6836* NAD 83(1996)-  41 36 20.81685(N)    072 35 50.81104(W)     ADJUSTED  
 LX6836* NAVD 88     -                                                        
 LX6836  ___________________________________________________________________
 LX6836  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LX6836  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6836
 LX6836  HORZ ORDER  -  THIRD
 LX6836
 LX6836.The horizontal coordinates were established by classical geodetic methods
 LX6836.and adjusted by the National Geodetic Survey in August 1998..
 LX6836
 LX6836
 LX6836.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6836
 LX6836.The geoid height was determined by GEOID03.
 LX6836
 LX6836;                    North         East     Units Scale Factor Converg.
 LX6836;SPC CT       -   238,198.785   317,517.198   MT  0.99998393   +0 06 04.1
 LX6836;SPC CT       -   781,490.51  1,041,721.01   sFT  0.99998393   +0 06 04.1
 LX6836;UTM  18      - 4,608,796.245   700,204.080   MT  1.00009327   +1 35 45.0
 LX6836
 LX6836                          SUPERSEDED SURVEY CONTROL
 LX6836
 LX6836  NAD 83(1992)-  41 36 20.81622(N)    072 35 50.81098(W) AD(       ) 4
 LX6836  NAD 83(1986)-  41 36 20.81807(N)    072 35 50.81285(W) AD(       ) 4
 LX6836  NAD 27      -  41 36 20.45000(N)    072 35 52.49000(W) AD(       ) 3
 LX6836
 LX6836.Superseded values are not recommended for survey control.
 LX6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6836.See file dsdata.txt to determine how the superseded data were derived.
 LX6836
 LX6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0020408796(NAD 83)
 LX6836
 LX6836  HISTORY     - Date     Condition        Report By
 LX6836  HISTORY     - 1935     MONUMENTED       CGS
 LX6836  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6836
 LX6836                          STATION DESCRIPTION
 LX6836
 LX6836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6836'THE GARAGE OF MR. DAVID WILLIAMS IS ON THE EASTERLY SIDE OF THE
 LX6836'ROAD ALONG THE WESTERLY SIDE OF ROSE HILL.  THE GARAGE SETS BACK
 LX6836'FROM THE ROAD AGAINST THE FOOT OF THE HILL.  THE CUPOLA IS SQUARE
 LX6836'AND IN THE CENTER OF THE GARAGE.  THERE ARE TWO WINDOWS IN EACH
 LX6836'SIDE OF THE CUPOLA.  THE GARAGE IS A FRAME BUILDING WITH A WOOD
 LX6836'SHINGLE ROOF.  THE ROOF OF THE CUPOLA IS METAL AND SURMOUNTED BY
 LX6836'A FINIAL.  THE STATION IS THE CENTER LINE OF THE CUPOLA.
 LX6836'HEIGHT ABOUT 30 FEET.
 LX6836
 LX6836                          STATION RECOVERY (1948)
 LX6836
 LX6836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6836'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH ONE
 LX6836'EXCEPTION--PROPERTY IS NOW OWNED BY MR. H.L. MITCHELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5953 ***********************************************************************
 LX5953  DESIGNATION -  POTTER AND SNELL CUPOLA
 LX5953  PID         -  LX5953
 LX5953  STATE/COUNTY-  CT/MIDDLESEX
 LX5953  USGS QUAD   -  DEEP RIVER (1971)
 LX5953
 LX5953                         *CURRENT SURVEY CONTROL
 LX5953  ___________________________________________________________________
 LX5953* NAD 83(1996)-  41 23 38.88058(N)    072 25 37.66336(W)     ADJUSTED  
 LX5953* NAVD 88     -                                                        
 LX5953  ___________________________________________________________________
 LX5953  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX5953  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX5953
 LX5953  HORZ ORDER  -  THIRD
 LX5953
 LX5953.The horizontal coordinates were established by classical geodetic methods
 LX5953.and adjusted by the National Geodetic Survey in August 1998..
 LX5953
 LX5953
 LX5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5953
 LX5953.The geoid height was determined by GEOID03.
 LX5953
 LX5953;                    North         East     Units Scale Factor Converg.
 LX5953;SPC CT       -   214,731.892   331,802.544   MT  0.99998609   +0 12 50.7
 LX5953;SPC CT       -   704,499.55  1,088,588.85   sFT  0.99998609   +0 12 50.7
 LX5953;UTM  18      - 4,585,705.694   715,097.523   MT  1.00016943   +1 42 06.9
 LX5953
 LX5953                          SUPERSEDED SURVEY CONTROL
 LX5953
 LX5953  NAD 83(1992)-  41 23 38.87971(N)    072 25 37.66307(W) AD(       ) 4
 LX5953  NAD 83(1986)-  41 23 38.88156(N)    072 25 37.66607(W) AD(       ) 4
 LX5953  NAD 27      -  41 23 38.51800(N)    072 25 39.36700(W) AD(       ) 3
 LX5953
 LX5953.Superseded values are not recommended for survey control.
 LX5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5953.See file dsdata.txt to determine how the superseded data were derived.
 LX5953
 LX5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1509885706(NAD 83)
 LX5953
 LX5953  HISTORY     - Date     Condition        Report By
 LX5953  HISTORY     - 1934     MONUMENTED       CGS
 LX5953  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5953  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5953
 LX5953                          STATION DESCRIPTION
 LX5953
 LX5953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5953'THE UNUSED SHOP OF THE POTTER AND SNELL COMPANY IS ABOUT 55
 LX5953'METERS W OF THE NEW HAVEN RAILROAD TRACKS AT A POINT MIDWAY
 LX5953'BETWEEN THE DEEP RIVER STATION AND FREIGHT DEPOT.
 LX5953'
 LX5953'THE BUILDING IS 2-STORIES AND BASEMENT, AT THE S END, WITH A
 LX5953'1 1/2-STORY WING AT THE N END OF THE MAIN BUILDING.
 LX5953'
 LX5953'THERE IS A SQUARE YELLOW CUPOLA IN THE MIDDLE OF THE MAIN
 LX5953'ROOF.  THE CUPOLA HAS FOUR GABLES AND SHOWS A GLAZED WINDOW IN
 LX5953'EACH SIDE.
 LX5953'
 LX5953'CENTER IS THE BASE OF THE FLAGSTAFF AT THE MIDDLE OF THE
 LX5953'CUPOLA ROOF.
 LX5953
 LX5953                          STATION RECOVERY (1948)
 LX5953
 LX5953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5953'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX5953
 LX5953                          STATION RECOVERY (1984)
 LX5953
 LX5953'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5953'THE BUILDING HAS BEEN EXTENSIVELY ALTERED AND THE CUPOLA
 LX5953'REMOVED SINCE STATION WAS ESTABLISHED.  PROPERTY NOW OCCUPIED BY
 LX5953'THE DEEP RIVER LACE COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6758 ***********************************************************************
 LX6758  DESIGNATION -  POWDER
 LX6758  PID         -  LX6758
 LX6758  STATE/COUNTY-  CT/HARTFORD
 LX6758  USGS QUAD   -  GLASTONBURY (1992)
 LX6758
 LX6758                         *CURRENT SURVEY CONTROL
 LX6758  ___________________________________________________________________
 LX6758* NAD 83(1996)-  41 38 24.54765(N)    072 35 59.90355(W)     ADJUSTED  
 LX6758* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 LX6758  ___________________________________________________________________
 LX6758  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LX6758  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6758
 LX6758  HORZ ORDER  -  THIRD
 LX6758
 LX6758.The horizontal coordinates were established by classical geodetic methods
 LX6758.and adjusted by the National Geodetic Survey in August 1998..
 LX6758
 LX6758.The orthometric height was scaled from a topographic map.
 LX6758
 LX6758.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6758
 LX6758.The geoid height was determined by GEOID03.
 LX6758
 LX6758;                    North         East     Units Scale Factor Converg.
 LX6758;SPC CT       -   242,015.652   317,300.031   MT  0.99998486   +0 05 58.1
 LX6758;SPC CT       -   794,013.02  1,041,008.52   sFT  0.99998486   +0 05 58.1
 LX6758;UTM  18      - 4,612,606.556   699,887.359   MT  1.00009171   +1 35 42.8
 LX6758
 LX6758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6758!SPC CT       -   0.99998821  x   0.99998486  =   0.99997307
 LX6758!UTM  18      -   0.99998821  x   1.00009171  =   1.00007992
 LX6758
 LX6758|---------------------------------------------------------------------|
 LX6758| PID    Reference Object                     Distance      Geod. Az  |
 LX6758|                                                           dddmmss.s |
 LX6758| CZ7788 POWDER RM 2                           6.680 METERS 07011     |
 LX6758| CZ7787 POWDER RM 1                           8.560 METERS 17429     |
 LX6758| LX6783 SIMPSON RESET                       APPROX. 1.3 KM 2323143.3 |
 LX6758| LX6767 S GLASTONBURY ANDREWS BARN CUP      APPROX. 0.8 KM 2662539.2 |
 LX6758|---------------------------------------------------------------------|
 LX6758
 LX6758                          SUPERSEDED SURVEY CONTROL
 LX6758
 LX6758  NAD 83(1996)-  41 38 24.54693(N)    072 35 59.90363(W) AD(       ) 3
 LX6758  NAD 83(1992)-  41 38 24.54710(N)    072 35 59.90353(W) AD(       ) 3
 LX6758  NAD 83(1992)-  41 38 24.54873(N)    072 35 59.90549(W) AD(       ) 3
 LX6758  NAD 83(1986)-  41 38 24.54893(N)    072 35 59.90533(W) AD(       ) 3
 LX6758  NAD 27      -  41 38 24.18700(N)    072 36 01.58800(W) AD(       ) 3
 LX6758
 LX6758.Superseded values are not recommended for survey control.
 LX6758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6758.See file dsdata.txt to determine how the superseded data were derived.
 LX6758
 LX6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9988712607(NAD 83)
 LX6758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6758_SETTING: 66 = SET IN ROCK OUTCROP
 LX6758_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6758+STABILITY: POSITION/ELEVATION WELL
 LX6758
 LX6758  HISTORY     - Date     Condition        Report By
 LX6758  HISTORY     - 1935     MONUMENTED       CGS
 LX6758  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6758  HISTORY     - 1983     GOOD             NGS
 LX6758
 LX6758                          STATION DESCRIPTION
 LX6758
 LX6758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6758'THE STATION IS REACHED FROM THE PORTLAND-GLASTONBURY TOWN LINE.  GO
 LX6758'NORTHERLY ON ROUTE 15, 1/4 MILE, TURN EASTERLY ON A GRAVEL ROAD,
 LX6758'FOLLOW THIS ROAD 0.4 MILE KEEPING ALWAYS TO THE RIGHT OF THE
 LX6758'ATLAS POWDER COMPANYS HOUSE.  FROM HERE THE ROAD LEADS TO THE
 LX6758'TOP OF THE HILL.  THE PROPERTY IS OWNED BY THE ATLAS POWDER
 LX6758'COMPANY, BUT IS USED AS A POWDER MAGAZINE BY THE AMERICAN POWDER
 LX6758'COMPANY.  THE STATION IS MARKED BY A STANDARD DISK SET IN A
 LX6758'DRILL HOLE IN OUTCROPPING BEDROCK 2 METERS EASTERLY OF THE FACE
 LX6758'OF THE QUARRY.
 LX6758'
 LX6758'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX6758'OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN THE
 LX6758'ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARK NO.1 IS A STANDARD
 LX6758'BRONZE DISK IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE
 LX6758'12A.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK SET IN
 LX6758'CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12C.
 LX6758'
 LX6758'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 LX6758'SAME LEDGE AS THE STATION, 2.5 METERS EASTERLY OF THE FACE OF THE
 LX6758'QUARRY, AND IS S 8 DEG W OF THE STATION.  REFERENCE MARK NO.2 IS
 LX6758'A STANDARD DISK SET IN A DRILL HOLE IN AN EMBEDDED BOULDER N 80
 LX6758'DEG W OF THE STATION.
 LX6758'
 LX6758'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6758
 LX6758                          STATION RECOVERY (1971)
 LX6758
 LX6758'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6758'POWDER THE STATION AND RMS WERE RECOVERED IN GOOD CONDITION.
 LX6758'
 LX6758'THE STATION IS REACHED FROM THE PORTLAND-GLASTONBURY TOWN
 LX6758'LINE.  GO NORTHERLY ON MAIN ST (RTE 17) 0.4 MILE, TO A 1-1/2 STORY
 LX6758'HOUSE 176 OWNED BY E.G. NYE ON THE EAST SIDE OF THE HIGHWAY.  HIS
 LX6758'DRIVEWAY IS THE GRAVEL ROAD THAT LEADS TO THE ABANDON QUARRY.  THE
 LX6758'DRIVEWAY IS APPROXIMATELY 300 FEET NORTH OF THE INTERSECTION OF
 LX6758'MAIN ST. (RTE 17) AND OLD MAIDS LA.  GO EASTERLY ON THE GRAVEL
 LX6758'ROAD 0.4 MILE, ALWAYS KEEPING TO THE RIGHT OF AN OLD FOUNDATION.
 LX6758'FROM HERE THE ROAD LEADS TO THE OLD QUARRY AND STATION POWDER,
 LX6758'WHICH IS AT THE TOP OF THE HILL APPROXIMATELY 200 FEET SOUTH OF
 LX6758'THE NORTH END OF THE QUARRY.  THE STATION IS 53 FEET NORTH OF A
 LX6758'15 IN OAK WHICH BEARS A SURVEY MARKER SIGN.
 LX6758
 LX6758                          STATION RECOVERY (1983)
 LX6758
 LX6758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DRM)
 LX6758'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS NO. 17
 LX6758'(MAIN ST.) AND NO. 160 (WATER ST.) IN SOUTH GLASTONBURY, PROCEED
 LX6758'SOUTH ON RTE NO. 17 FOR 0.9 MILE, TURN LEFT ONTO DAYTON RD. AND
 LX6758'PROCEED FOR 0.7 MILE.  CONTINUE ON THE GRAVEL ROAD TO A T AND
 LX6758'TURN RIGHT TO THE RESIDENCE OF MR ALAN WASSERMAN.
 LX6758'
 LX6758'THE STATION IS LOCATED ON THE WEST AND NORTH SIDES OF THE HOUSE
 LX6758'NEAR THE EDGE OF A CLIFF FOR THE OLD STONE QUARRY.  THE STATION
 LX6758'IS 24.9 FT. NORTH OF THE NORTHWEST SUPPORT PILLAR FOR THE
 LX6758'NORTHWEST CORNER OF THE WOOD DECK, 24.2 FT. NORTHWEST OF THE
 LX6758'NORTHWEST CORNER OF THE STEPS LEADING UP TO THE WOOD DECK, AND
 LX6758'14.0 FT. SOUTHEAST OF A 12 INCH PINE TREE.
 LX6758'
 LX6758'THE STATION IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 LX6758'IN THE TOP OF A LARGE FLAT ROCK OUTCROPPING.  AT PRESENT THE
 LX6758'DISK IS CRACKED BUT SEEMS TO BE STABLE.
 LX6758'
 LX6758'THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND.  ACCORDING
 LX6758'TO MR. WASSERMAN THE MARKS ARE STILL THERE BUT MAY BE BURIED OR
 LX6758'COVERED OVER FROM THE CONSTRUCTION OF THE DECK AREA.
 LX6758'
 LX6758'THE AZIMUTH MARK, SIMPSON 1935, WAS NOT SEARCHED FOR.
 LX6758'
 LX6758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1.5 MILES
 LX6758'SOUTH OF THE TOWN OF SOUTH GLASTONBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5797 ***********************************************************************
 LX5797  DESIGNATION -  POWERHOUSE STACK
 LX5797  PID         -  LX5797
 LX5797  STATE/COUNTY-  CT/MIDDLESEX
 LX5797  USGS QUAD   -  OLD LYME (1976)
 LX5797
 LX5797                         *CURRENT SURVEY CONTROL
 LX5797  ___________________________________________________________________
 LX5797* NAD 83(1996)-  41 18 46.57110(N)    072 21 12.07771(W)     ADJUSTED  
 LX5797* NAVD 88     -                                                        
 LX5797  ___________________________________________________________________
 LX5797  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX5797  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5797
 LX5797  HORZ ORDER  -  THIRD
 LX5797
 LX5797.The horizontal coordinates were established by classical geodetic methods
 LX5797.and adjusted by the National Geodetic Survey in August 1998..
 LX5797
 LX5797
 LX5797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5797
 LX5797.The geoid height was determined by GEOID03.
 LX5797
 LX5797;                    North         East     Units Scale Factor Converg.
 LX5797;SPC CT       -   205,739.973   338,013.648   MT  0.99999052   +0 15 46.8
 LX5797;SPC CT       -   674,998.56  1,108,966.44   sFT  0.99999052   +0 15 46.8
 LX5797;UTM  18      - 4,576,876.163   721,541.064   MT  1.00020407   +1 44 52.6
 LX5797
 LX5797                          SUPERSEDED SURVEY CONTROL
 LX5797
 LX5797  NAD 83(1992)-  41 18 46.57013(N)    072 21 12.07740(W) AD(       ) 4
 LX5797  NAD 83(1986)-  41 18 46.57201(N)    072 21 12.08090(W) AD(       ) 4
 LX5797  NAD 27      -  41 18 46.22200(N)    072 21 13.78500(W) AD(       ) 3
 LX5797
 LX5797.Superseded values are not recommended for survey control.
 LX5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5797.See file dsdata.txt to determine how the superseded data were derived.
 LX5797
 LX5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2154176876(NAD 83)
 LX5797
 LX5797  HISTORY     - Date     Condition        Report By
 LX5797  HISTORY     - 1934     MONUMENTED       CGS
 LX5797  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5797  HISTORY     - 1984     GOOD             USPSQD
 LX5797  HISTORY     - 1988     GOOD             USPSQD
 LX5797  HISTORY     - 1988     GOOD             USPSQD
 LX5797  HISTORY     - 19970118 GOOD             USPSQD
 LX5797
 LX5797                          STATION DESCRIPTION
 LX5797
 LX5797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5797'THIS STATION IS ON THE REINFORCED CONCRETE CHIMNEY OF THE OLD
 LX5797'SHORE LINE ELECTRIC RAILWAY POWER PLANT.  THE PLANT IS LOCATED NEAR
 LX5797'THE RIVER BANK AT THE OLD LANDING OF THE SAYBROOK-OLD LYME FERRY AT
 LX5797'THE HEAD OF A SLIP FOR SMALL BOATS.  THE BUILDING IS IN A BAD
 LX5797'STATE OF REPAIR BUT IS PARTIALLY OCCUPIED BY THE CONNECTICUT
 LX5797'RIVER BOAT WORKS.  THE MAIN BUILDING MEASURES ABOUT 30 BY 20
 LX5797'METERS.
 LX5797'
 LX5797'THE CHIMNEY IS IN THE MIDDLE OF THE FLAT ROOF OF THE POWER
 LX5797'PLANT.  CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX5797
 LX5797                          STATION RECOVERY (1969)
 LX5797
 LX5797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5797'STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5797'IS ADEQUATE EXCEPT THE BUILDING IS OWNED BY THE SAYBROOK MARINE
 LX5797'COMPANY.
 LX5797
 LX5797                          STATION RECOVERY (1984)
 LX5797
 LX5797'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5797'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LX5797'EXCEPT THE OWNER OF THE BUILDING IS SAYBROOK MARINE SERVICE, INC.
 LX5797
 LX5797                          STATION RECOVERY (1988)
 LX5797
 LX5797'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5797'RECOVERED IN GOOD CONDITION.
 LX5797
 LX5797                          STATION RECOVERY (1988)
 LX5797
 LX5797'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5797'RECOVERED IN GOOD CONDITION.
 LX5797
 LX5797                          STATION RECOVERY (1997)
 LX5797
 LX5797'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6091 ***********************************************************************
 LX6091  DESIGNATION -  PRATT
 LX6091  PID         -  LX6091
 LX6091  STATE/COUNTY-  CT/MIDDLESEX
 LX6091  USGS QUAD   -  DEEP RIVER (1971)
 LX6091
 LX6091                         *CURRENT SURVEY CONTROL
 LX6091  ___________________________________________________________________
 LX6091* NAD 83(1996)-  41 23 26.44350(N)    072 27 32.89045(W)     ADJUSTED  
 LX6091* NAVD 88     -        68.8    (meters)     226.     (feet)  VERTCON   
 LX6091  ___________________________________________________________________
 LX6091  X           -   1,444,254.490 (meters)                     COMP
 LX6091  Y           -  -4,569,224.375 (meters)                     COMP
 LX6091  Z           -   4,195,096.768 (meters)                     COMP
 LX6091  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX6091  ELLIP HEIGHT-          38.75  (meters)          (08/17/98) GPS OBS
 LX6091  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX6091
 LX6091  HORZ ORDER  -  SECOND
 LX6091  ELLP ORDER  -  FOURTH    CLASS I
 LX6091
 LX6091.The horizontal coordinates were established by classical geodetic methods
 LX6091.and adjusted by the National Geodetic Survey in August 1998..
 LX6091
 LX6091.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6091
 LX6091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX6091
 LX6091.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6091
 LX6091.The ellipsoidal height was determined by GPS observations
 LX6091.and is referenced to NAD 83.
 LX6091
 LX6091.The geoid height was determined by GEOID03.
 LX6091
 LX6091;                    North         East     Units Scale Factor Converg.
 LX6091;SPC CT       -   214,338.705   329,127.036   MT  0.99998624   +0 11 34.3
 LX6091;SPC CT       -   703,209.57  1,079,810.95   sFT  0.99998624   +0 11 34.3
 LX6091;UTM  18      - 4,585,243.091   712,432.656   MT  1.00015540   +1 40 50.2
 LX6091
 LX6091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6091!SPC CT       -   0.99999392  x   0.99998624  =   0.99998016
 LX6091!UTM  18      -   0.99999392  x   1.00015540  =   1.00014932
 LX6091
 LX6091:                Primary Azimuth Mark                     Grid Az
 LX6091:SPC CT       -  4991                                     125 23 49.1
 LX6091:UTM  18      -  4991                                     123 54 33.2
 LX6091
 LX6091|---------------------------------------------------------------------|
 LX6091| PID    Reference Object                     Distance      Geod. Az  |
 LX6091|                                                           dddmmss.s |
 LX6091| LX6089 4991                                APPROX. 0.6 KM 1253523.4 |
 LX6091| LX6090 PRATT RM 1                           13.632 METERS 13415     |
 LX6091| CZ7789 PRATT RM 2                           10.809 METERS 25859     |
 LX6091| LX6092 B 2909                              362.941 METERS 31238     |
 LX6091|---------------------------------------------------------------------|
 LX6091
 LX6091                          SUPERSEDED SURVEY CONTROL
 LX6091
 LX6091  NAD 83(1992)-  41 23 26.44260(N)    072 27 32.89012(W) AD(       ) 2
 LX6091  ELLIP H (01/17/96)   38.66   (m)                       GP(       ) 4 2
 LX6091  NAD 83(1986)-  41 23 26.44471(N)    072 27 32.89328(W) AD(       ) 2
 LX6091  NAD 27      -  41 23 26.09047(N)    072 27 34.58106(W) AD(       ) 2
 LX6091  NGVD 29 (07/19/86)   69.1    (m)          227.     (f) VERT ANG       
 LX6091
 LX6091.Superseded values are not recommended for survey control.
 LX6091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6091.See file dsdata.txt to determine how the superseded data were derived.
 LX6091
 LX6091_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1243385243(NAD 83)
 LX6091_MARKER: DH = HORIZONTAL CONTROL DISK
 LX6091_SETTING: 66 = SET IN ROCK OUTCROP
 LX6091_SP_SET: BEDROCK
 LX6091_STAMPING: PRATT 1976
 LX6091_MARK LOGO: NGS   
 LX6091_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6091+STABILITY: POSITION/ELEVATION WELL
 LX6091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6091+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1988
 LX6091
 LX6091  HISTORY     - Date     Condition        Report By
 LX6091  HISTORY     - 1976     MONUMENTED       NGS
 LX6091  HISTORY     - 1976     GOOD             NGS
 LX6091  HISTORY     - 19880520 GOOD             NGS
 LX6091
 LX6091                          STATION DESCRIPTION
 LX6091
 LX6091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6091'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTHWEST OF THE
 LX6091'JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 9, WHICH IS
 LX6091'ABOUT 1-1/2 MILES NORTHEAST OF OLD SAYBROOK, 2-1/2 MILES
 LX6091'NORTHEAST OF WINTHROP, 1 MILE WEST OF CHESTER, ATOP A CUTBANK
 LX6091'ON THE MEDIAN BETWEEN THE NORTHWEST AND SOUTHEAST LANES OF
 LX6091'STATE HIGHWAY 9, AND ON THE RIGHT-OF-WAY OF STATE HIGHWAY 9.
 LX6091'
 LX6091'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LX6091'AND STATE HIGHWAY 9, WHICH IS ABOUT 1-1/2 MILES NORTHEAST OF
 LX6091'OLD SAYBROOK, GO NORTHWEST ON STATE HIGHWAY 9 FOR 4.5 MILES TO
 LX6091'EXIT 4 ON THE RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 9 FOR
 LX6091'1.6 MILES TO THE CENTER OF THE OVERPASS OVER STATE HIGHWAY 80.
 LX6091'CONTINUE NORTHWEST ON HIGHWAY 9 FOR 0.95 MILE TO A SIGN ON THE
 LX6091'RIGHT, (GILLETTE CASTLE STATE PARK NEXT RIGHT).  CONTINUE
 LX6091'NORTHWEST ON HIGHWAY 9 FOR ABOUT 100 FEET TO THE STATION ON
 LX6091'THE LEFT, ON THE MEDIAN STRIP, ATOP A TALL CUTBANK.
 LX6091'
 LX6091'THE STATION MARK IS A STANDARD DISK STAMPED---PRATT 1976---,
 LX6091'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 LX6091'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 35.8
 LX6091'FEET NORTH OF A METAL WITNESS POST, 19 FEET EAST OF A LONE
 LX6091'BIRCH TREE, 8 FEET SOUTHWEST OF THE EDGE OF THE CUTBANK AND
 LX6091'30 FEET HIGHER THAN THE ROAD BED.
 LX6091'
 LX6091'REFERENCE MARK 1, STAMPED---PRATT NO 1 1976---, IS A STANDARD
 LX6091'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 LX6091'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 28 FEET
 LX6091'NORTHEAST OF A TWIN TRUNKED TREE, 17 FEET SOUTHWEST OF THE EDGE
 LX6091'OF THE CUTBANK AND 16.6 FEET EAST OF A METAL WITNESS POST.
 LX6091'
 LX6091'REFERENCE MARK 2, STAMPED---PRATT NO 2 1976---, IS A STANDARD
 LX6091'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE OUTCROP OF
 LX6091'BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 LX6091'IT IS 55.5 FEET NORTHWEST OF A METAL WITNESS POST, 30 FEET
 LX6091'SOUTHWEST OF THE EDGE OF THE CUTBANK AND 20 FEET WEST OF THE
 LX6091'BIRCH TREE.
 LX6091'
 LX6091'TRAVERSE STATION 4991 CGS WILL SERVE AS AN AZIMUTH MARK.
 LX6091'
 LX6091'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 LX6091'
 LX6091'DESCRIBED BY NOLAN B. JOHNSON.
 LX6091
 LX6091                          STATION RECOVERY (1976)
 LX6091
 LX6091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 LX6091'RECOVERED IN GOOD CONDITION.
 LX6091
 LX6091                          STATION RECOVERY (1988)
 LX6091
 LX6091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LX6091'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LX6091'FOLLOWS.
 LX6091'THE STATION IS LOCATED ABOUT 12.0 KM (7.45 MI) NORTHWEST OF THE
 LX6091'JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 9, 4.0 KM
 LX6091'(2.50 MI) NORTHEAST OF WINTHROP, 1.6 KM (1.00 MI) WEST OF CHESTER, ON
 LX6091'TOP OF A ROCK CUT BANK IN THE MEDIAN BETWEEN THE NORTHWEST AND
 LX6091'SOUTHEAST LANES OF STATE HIGHWAY 9.
 LX6091'OWNERSHIP--CONECTICUT DEPARTMENT OF TRANSPORTATION, RIGHT-OF-WAY.
 LX6091'TO TEACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX6091'STATE HIGHWAY 9, ABOUT 2.4 KM (1.50 MI) NORTHEAST OF OLD SAYBROOK, GO
 LX6091'NORTHWEST FOR 10.7 KM (6.65 MI) ON HIGHWAY 9 TO THE OVERPASS BRIDGE
 LX6091'OVER STATE HIGHWAY 80 AT EXIT 5.  CONTINUE STRAIGHT AHEAD AND GO
 LX6091'NORTHWEST FOR 1.6 KM (1.00 MI) TO THE STATION ON THE LEFT, ON TOP OF A
 LX6091'TALL ROCK CUT BANK IN THE MEDIAN, ABOUT 97 M (318.2 FT) PAST THE SIGN
 LX6091'ON THE RIGHT FOR GILLETTE CASTLE STATE PARK.
 LX6091'THE STATION IS A STANDARD NGS DISK SET INTO A DRILL HOLE IN THE TOP OF
 LX6091'MASSIVE OUTCROP FLUSH WITH THE GROUND.  LOCATED 10.8 M (35.4 FT) NORTH
 LX6091'FROM A METAL WITNESS POST, 2.4 M (7.9 FT) SOUTHWEST FROM THE EDGE OF
 LX6091'THE CUT BANK, AND ABOUT 9 METERS HIGHER THAN THE HIGHWAY.
 LX6091'DESCRIBED BY C.L. SMITH, TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6247 ***********************************************************************
 LX6247  DESIGNATION -  PRATT GABLE
 LX6247  PID         -  LX6247
 LX6247  STATE/COUNTY-  CT/NEW HAVEN
 LX6247  USGS QUAD   -  GUILFORD (1984)
 LX6247
 LX6247                         *CURRENT SURVEY CONTROL
 LX6247  ___________________________________________________________________
 LX6247* NAD 83(1996)-  41 15 37.69355(N)    072 44 43.97929(W)     ADJUSTED  
 LX6247* NAVD 88     -                                                        
 LX6247  ___________________________________________________________________
 LX6247  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX6247  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6247
 LX6247  HORZ ORDER  -  THIRD
 LX6247
 LX6247.The horizontal coordinates were established by classical geodetic methods
 LX6247.and adjusted by the National Geodetic Survey in August 1998..
 LX6247
 LX6247
 LX6247.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6247
 LX6247.The geoid height was determined by GEOID03.
 LX6247
 LX6247;                    North         East     Units Scale Factor Converg.
 LX6247;SPC CT       -   199,836.956   305,173.548   MT  0.99999445   +0 00 10.6
 LX6247;SPC CT       -   655,631.75  1,001,223.55   sFT  0.99999445   +0 00 10.6
 LX6247;SPC NY L     -   122,219.440   405,125.372   MT  1.00002051   +0 49 13.8
 LX6247;SPC NY L     -   400,981.61  1,329,148.82   sFT  1.00002051   +0 49 13.8
 LX6247;UTM  18      - 4,570,123.465   688,860.772   MT  1.00003899   +1 29 14.0
 LX6247
 LX6247                          SUPERSEDED SURVEY CONTROL
 LX6247
 LX6247  NAD 83(1992)-  41 15 37.69267(N)    072 44 43.97914(W) AD(       ) 4
 LX6247  NAD 83(1986)-  41 15 37.69470(N)    072 44 43.98206(W) AD(       ) 4
 LX6247  NAD 27      -  41 15 37.34500(N)    072 44 45.36500(W) AD(       ) 3
 LX6247
 LX6247.Superseded values are not recommended for survey control.
 LX6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6247.See file dsdata.txt to determine how the superseded data were derived.
 LX6247
 LX6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8886170123(NAD 83)
 LX6247
 LX6247  HISTORY     - Date     Condition        Report By
 LX6247  HISTORY     - 1933     MONUMENTED       CGS
 LX6247  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6247
 LX6247                          STATION DESCRIPTION
 LX6247
 LX6247'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6247'THIS HOUSE IS ON THE HIGHEST PART OF CAMPS HILL, ON THE N SIDE
 LX6247'OF PROSPECT STREET.  THE HOUSE IS BUILT OF WOOD WITH MANY
 LX6247'DECORATIVE EMBELLISHMENTS AND IS PAINTED GREEN.  THE DISTINCTIVE
 LX6247'FEATURE IS A TOWER AT THE NW CORNER OF THE HOUSE.  THIS TOWER HAS
 LX6247'A VERY STEEP SHINGLED ROOF.  RIDGEPOLE OF THE TOWER IS SHORT IN A
 LX6247'N AND S DIRECTION.  BOTH GABLES OF THE TOWER HAVE A FINIAL.
 LX6247'ROOFS OF THE TOWER AND HOUSE ARE PAINTED RED.  CENTER IS FINIAL
 LX6247'AT APEX OF S GABLE.
 LX6247
 LX6247                          STATION RECOVERY (1961)
 LX6247
 LX6247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6247'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX6247'G.C.M. IN 1933 IS COMPLETE WITH THE FOLLOWING ADDITION.  THE HOUSE
 LX6247'IS NOW PAINTED A DULL TAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5994 ***********************************************************************
 LX5994  DESIGNATION -  PRATT READ STACK
 LX5994  PID         -  LX5994
 LX5994  STATE/COUNTY-  CT/MIDDLESEX
 LX5994  USGS QUAD   -  DEEP RIVER (1971)
 LX5994
 LX5994                         *CURRENT SURVEY CONTROL
 LX5994  ___________________________________________________________________
 LX5994* NAD 83(1996)-  41 23 22.02430(N)    072 26 17.96577(W)     ADJUSTED  
 LX5994* NAVD 88     -                                                        
 LX5994  ___________________________________________________________________
 LX5994  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LX5994  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX5994
 LX5994  HORZ ORDER  -  THIRD
 LX5994
 LX5994.The horizontal coordinates were established by classical geodetic methods
 LX5994.and adjusted by the National Geodetic Survey in August 1998..
 LX5994
 LX5994
 LX5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5994
 LX5994.The geoid height was determined by GEOID03.
 LX5994
 LX5994;                    North         East     Units Scale Factor Converg.
 LX5994;SPC CT       -   214,208.442   330,868.169   MT  0.99998629   +0 12 24.0
 LX5994;SPC CT       -   702,782.20  1,085,523.32   sFT  0.99998629   +0 12 24.0
 LX5994;UTM  18      - 4,585,158.062   714,176.887   MT  1.00016456   +1 41 39.7
 LX5994
 LX5994                          SUPERSEDED SURVEY CONTROL
 LX5994
 LX5994  NAD 83(1992)-  41 23 22.02343(N)    072 26 17.96549(W) AD(       ) 4
 LX5994  NAD 83(1986)-  41 23 22.02529(N)    072 26 17.96848(W) AD(       ) 4
 LX5994  NAD 27      -  41 23 21.66700(N)    072 26 19.67700(W) AD(       ) 3
 LX5994
 LX5994.Superseded values are not recommended for survey control.
 LX5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5994.See file dsdata.txt to determine how the superseded data were derived.
 LX5994
 LX5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1417785158(NAD 83)
 LX5994
 LX5994  HISTORY     - Date     Condition        Report By
 LX5994  HISTORY     - 1934     MONUMENTED       CGS
 LX5994  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5994  HISTORY     - 1984     GOOD             USPSQD
 LX5994  HISTORY     - 1989     GOOD             USPSQD
 LX5994  HISTORY     - 19970210 GOOD             USPSQD
 LX5994
 LX5994                          STATION DESCRIPTION
 LX5994
 LX5994'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5994'THE BRICK UNIT OF THE PLANT OF THE PRATT, READ AND COMPANY IS
 LX5994'LOCATED BETWEEN MAIN STREET AND THE DEEP RIVER JUST N OF
 LX5994'BRIDGE STREET.  THE BUILDING IS 4-STORIES HIGH WITH A BASEMENT
 LX5994'OPEN TO THE S AND W.
 LX5994'
 LX5994'A 4-STORY, REINFORCED CONCRETE, L-SHAPED UNIT IS ON THE WESTERLY
 LX5994'SIDE OF THE RIVER.  A 1-STORY POWER PLANT FILLS OUT THE
 LX5994'RECTANGLE.  A YELLOW-BRICK STACK RISES AT THE NE CORNER OF THE
 LX5994'4-STORY BUILDING.  IT IS 11 METERS FROM THE NE CORNER OF THE
 LX5994'POWER PLANT, 10 METERS FROM THE EDGE OF THE MILL POND AND 36
 LX5994'METERS N OF THE CENTER LINE OF BRIDGE STREET.
 LX5994'
 LX5994'CENTER IS THE CENTER LINE OF THE STACK.
 LX5994'
 LX5994'THERE IS A TALLER RED-BRICK STACK ON THE PLANT E OF THE RIVER.
 LX5994
 LX5994                          STATION RECOVERY (1948)
 LX5994
 LX5994'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5994'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX5994
 LX5994                          STATION RECOVERY (1984)
 LX5994
 LX5994'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5994'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE
 LX5994'EXCEPT THAT THE RED BRICK STACK ON THE ABANDONED EAST BUILDING
 LX5994'HAS BEEN REMOVED.  THE BUILDING WITH THE YELLOW BRICK STACK IS
 LX5994'OWNED BY UARCO, INC.
 LX5994
 LX5994                          STATION RECOVERY (1989)
 LX5994
 LX5994'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5994'RECOVERED IN GOOD CONDITION.
 LX5994
 LX5994                          STATION RECOVERY (1997)
 LX5994
 LX5994'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7057 ***********************************************************************
 LX7057  DESIGNATION -  PRATT WHITNEY N RED PYLON
 LX7057  PID         -  LX7057
 LX7057  STATE/COUNTY-  CT/HARTFORD
 LX7057  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7057
 LX7057                         *CURRENT SURVEY CONTROL
 LX7057  ___________________________________________________________________
 LX7057* NAD 83(1996)-  41 41 46.56311(N)    072 38 03.88107(W)     ADJUSTED  
 LX7057* NAVD 88     -                                                        
 LX7057  ___________________________________________________________________
 LX7057  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX7057  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX7057
 LX7057  HORZ ORDER  -  THIRD
 LX7057
 LX7057.The horizontal coordinates were established by classical geodetic methods
 LX7057.and adjusted by the National Geodetic Survey in August 1998..
 LX7057
 LX7057
 LX7057.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7057
 LX7057.The geoid height was determined by GEOID03.
 LX7057
 LX7057;                    North         East     Units Scale Factor Converg.
 LX7057;SPC CT       -   248,243.710   314,422.492   MT  0.99998716   +0 04 35.9
 LX7057;SPC CT       -   814,446.24  1,031,567.79   sFT  0.99998716   +0 04 35.9
 LX7057;UTM  18      - 4,618,757.941   696,847.841   MT  1.00007686   +1 34 26.6
 LX7057
 LX7057                          SUPERSEDED SURVEY CONTROL
 LX7057
 LX7057  NAD 83(1996)-  41 41 46.56255(N)    072 38 03.88119(W) AD(       ) 4
 LX7057  NAD 83(1992)-  41 41 46.56265(N)    072 38 03.88117(W) AD(       ) 4
 LX7057  NAD 83(1992)-  41 41 46.56427(N)    072 38 03.88283(W) AD(       ) 4
 LX7057  NAD 83(1986)-  41 41 46.56447(N)    072 38 03.88275(W) AD(       ) 4
 LX7057  NAD 27      -  41 41 46.20300(N)    072 38 05.56100(W) AD(       ) 3
 LX7057
 LX7057.Superseded values are not recommended for survey control.
 LX7057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7057.See file dsdata.txt to determine how the superseded data were derived.
 LX7057
 LX7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9684818758(NAD 83)
 LX7057
 LX7057  HISTORY     - Date     Condition        Report By
 LX7057  HISTORY     - 1935     MONUMENTED       CGS
 LX7057  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7057
 LX7057                          STATION DESCRIPTION
 LX7057
 LX7057'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7057'THE N WHITE AND RED PYLON OF THE PRATT WHITNEY COMPANY IS ON THE
 LX7057'E BANK OF THE CONNECTICUT RIVER ABOUT TWO MILES S OF GLASTONBURY
 LX7057'COVE.  IT IS A TAPERING WOODEN POLE PAINTED RED AND WHITE IN
 LX7057'SECTIONS.  IT IS SET IN THE GROUND AND GUYED WITH FOUR CABLES.
 LX7057'
 LX7057'THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 90 FEET.
 LX7057
 LX7057                          STATION RECOVERY (1948)
 LX7057
 LX7057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7057'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7049 ***********************************************************************
 LX7049  DESIGNATION -  PRATT WHITNEY N YELLOW PYLON
 LX7049  PID         -  LX7049
 LX7049  STATE/COUNTY-  CT/HARTFORD
 LX7049  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7049
 LX7049                         *CURRENT SURVEY CONTROL
 LX7049  ___________________________________________________________________
 LX7049* NAD 83(1996)-  41 42 59.07874(N)    072 38 16.96767(W)     ADJUSTED  
 LX7049* NAVD 88     -                                                        
 LX7049  ___________________________________________________________________
 LX7049  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LX7049  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX7049
 LX7049  HORZ ORDER  -  THIRD
 LX7049
 LX7049.The horizontal coordinates were established by classical geodetic methods
 LX7049.and adjusted by the National Geodetic Survey in August 1998..
 LX7049
 LX7049
 LX7049.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7049
 LX7049.The geoid height was determined by GEOID03.
 LX7049
 LX7049;                    North         East     Units Scale Factor Converg.
 LX7049;SPC CT       -   250,480.542   314,116.993   MT  0.99998821   +0 04 27.2
 LX7049;SPC CT       -   821,784.91  1,030,565.50   sFT  0.99998821   +0 04 27.2
 LX7049;UTM  18      - 4,620,986.221   696,483.951   MT  1.00007510   +1 34 20.1
 LX7049
 LX7049                          SUPERSEDED SURVEY CONTROL
 LX7049
 LX7049  NAD 83(1996)-  41 42 59.07817(N)    072 38 16.96779(W) AD(       ) 4
 LX7049  NAD 83(1992)-  41 42 59.07831(N)    072 38 16.96779(W) AD(       ) 4
 LX7049  NAD 83(1992)-  41 42 59.07987(N)    072 38 16.96938(W) AD(       ) 4
 LX7049  NAD 83(1986)-  41 42 59.08013(N)    072 38 16.96932(W) AD(       ) 4
 LX7049  NAD 27      -  41 42 58.72300(N)    072 38 18.64900(W) AD(       ) 3
 LX7049
 LX7049.Superseded values are not recommended for survey control.
 LX7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7049.See file dsdata.txt to determine how the superseded data were derived.
 LX7049
 LX7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9648420986(NAD 83)
 LX7049
 LX7049  HISTORY     - Date     Condition        Report By
 LX7049  HISTORY     - 1935     MONUMENTED       CGS
 LX7049  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7049
 LX7049                          STATION DESCRIPTION
 LX7049
 LX7049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7049'THE BLACK AND YELLOW PYLON OF THE PRATT WHITNEY TEST COURSE IS
 LX7049'ON THE E BANK OF THE CONNECTICUT RIVER W OF GLASTONBURY COVE.  IT
 LX7049'IS A TAPERING WOODEN POLE SET IN THE GROUND AND PAINTED IN
 LX7049'BLACK AND YELLOW SECTIONS.  IT IS GUYED WITH FOUR WIRE
 LX7049'CABLES.  THERE IS A DIAMOND MADE OF FOUR INCH STRIPS AT THE TOP
 LX7049'OF THE POLE.
 LX7049'
 LX7049'THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 90 FEET.
 LX7049
 LX7049                          STATION RECOVERY (1948)
 LX7049
 LX7049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7049'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7052 ***********************************************************************
 LX7052  DESIGNATION -  PRATT WHITNEY S RED PYLON
 LX7052  PID         -  LX7052
 LX7052  STATE/COUNTY-  CT/HARTFORD
 LX7052  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7052
 LX7052                         *CURRENT SURVEY CONTROL
 LX7052  ___________________________________________________________________
 LX7052* NAD 83(1996)-  41 40 06.69424(N)    072 37 45.89214(W)     ADJUSTED  
 LX7052* NAVD 88     -                                                        
 LX7052  ___________________________________________________________________
 LX7052  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 LX7052  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX7052
 LX7052  HORZ ORDER  -  THIRD
 LX7052
 LX7052.The horizontal coordinates were established by classical geodetic methods
 LX7052.and adjusted by the National Geodetic Survey in August 1998..
 LX7052
 LX7052
 LX7052.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7052
 LX7052.The geoid height was determined by GEOID03.
 LX7052
 LX7052;                    North         East     Units Scale Factor Converg.
 LX7052;SPC CT       -   245,163.170   314,842.748   MT  0.99998590   +0 04 47.8
 LX7052;SPC CT       -   804,339.50  1,032,946.58   sFT  0.99998590   +0 04 47.8
 LX7052;UTM  18      - 4,615,689.151   697,348.477   MT  1.00007929   +1 34 35.5
 LX7052
 LX7052                          SUPERSEDED SURVEY CONTROL
 LX7052
 LX7052  NAD 83(1996)-  41 40 06.69362(N)    072 37 45.89232(W) AD(       ) 4
 LX7052  NAD 83(1992)-  41 40 06.69375(N)    072 37 45.89221(W) AD(       ) 4
 LX7052  NAD 83(1992)-  41 40 06.69539(N)    072 37 45.89403(W) AD(       ) 4
 LX7052  NAD 83(1986)-  41 40 06.69556(N)    072 37 45.89385(W) AD(       ) 4
 LX7052  NAD 27      -  41 40 06.32900(N)    072 37 47.57700(W) AD(       ) 3
 LX7052
 LX7052.Superseded values are not recommended for survey control.
 LX7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7052.See file dsdata.txt to determine how the superseded data were derived.
 LX7052
 LX7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9734815689(NAD 83)
 LX7052
 LX7052  HISTORY     - Date     Condition        Report By
 LX7052  HISTORY     - 1935     MONUMENTED       CGS
 LX7052  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7052
 LX7052                          STATION DESCRIPTION
 LX7052
 LX7052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7052'THE S RED AND WHITE TEST COURSE PYLON OF THE PRATT AND WHITNEY
 LX7052'COMPANY IS ON THE W BANK OF THE CONNECTICUT RIVER AT THE S END
 LX7052'OF THE MEADOW JUST N OF THE CONNECTICUT FOUNDRY COMPANY PLANT
 LX7052'IN ROCKY HILL.  THE PYLON IS A TAPERING WOODEN POLE PAINTED RED
 LX7052'AND WHITE IN SECTIONS.  THERE IS A YELLOW DIAMOND MADE OF FOUR
 LX7052'INCH STRIPS AT THE TOP OF THE POLE.  THE STATION IS THE CENTER
 LX7052'LINE OF THE POLE.  HEIGHT ABOUT 90 FEET.
 LX7052
 LX7052                          STATION RECOVERY (1948)
 LX7052
 LX7052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7052'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7055 ***********************************************************************
 LX7055  DESIGNATION -  PRATT WHITNEY S YELLOW PYLON
 LX7055  PID         -  LX7055
 LX7055  STATE/COUNTY-  CT/HARTFORD
 LX7055  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7055
 LX7055                         *CURRENT SURVEY CONTROL
 LX7055  ___________________________________________________________________
 LX7055* NAD 83(1996)-  41 41 19.20495(N)    072 37 58.95587(W)     ADJUSTED  
 LX7055* NAVD 88     -                                                        
 LX7055  ___________________________________________________________________
 LX7055  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX7055  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX7055
 LX7055  HORZ ORDER  -  THIRD
 LX7055
 LX7055.The horizontal coordinates were established by classical geodetic methods
 LX7055.and adjusted by the National Geodetic Survey in August 1998..
 LX7055
 LX7055
 LX7055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7055
 LX7055.The geoid height was determined by GEOID03.
 LX7055
 LX7055;                    North         East     Units Scale Factor Converg.
 LX7055;SPC CT       -   247,399.820   314,537.519   MT  0.99998679   +0 04 39.2
 LX7055;SPC CT       -   811,677.58  1,031,945.18   sFT  0.99998679   +0 04 39.2
 LX7055;UTM  18      - 4,617,917.269   696,984.892   MT  1.00007752   +1 34 29.0
 LX7055
 LX7055                          SUPERSEDED SURVEY CONTROL
 LX7055
 LX7055  NAD 83(1996)-  41 41 19.20437(N)    072 37 58.95599(W) AD(       ) 4
 LX7055  NAD 83(1992)-  41 41 19.20447(N)    072 37 58.95597(W) AD(       ) 4
 LX7055  NAD 83(1992)-  41 41 19.20610(N)    072 37 58.95765(W) AD(       ) 4
 LX7055  NAD 83(1986)-  41 41 19.20629(N)    072 37 58.95757(W) AD(       ) 4
 LX7055  NAD 27      -  41 41 18.84200(N)    072 38 00.63400(W) AD(       ) 3
 LX7055
 LX7055.Superseded values are not recommended for survey control.
 LX7055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7055.See file dsdata.txt to determine how the superseded data were derived.
 LX7055
 LX7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9698517917(NAD 83)
 LX7055
 LX7055  HISTORY     - Date     Condition        Report By
 LX7055  HISTORY     - 1935     MONUMENTED       CGS
 LX7055  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX7055
 LX7055                          STATION DESCRIPTION
 LX7055
 LX7055'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7055'THE S BLACK AND YELLOW TEST COURSE PYLON OF THE PRATT WHITNEY
 LX7055'COMPANY IS ON THE W BANK OF THE CONNECTICUT RIVER ABOUT TWO MILES
 LX7055'NORTHERLY OF THE CONNECTICUT FOUNDRY COMPANY IN ROCKY HILL.
 LX7055'
 LX7055'THE PYLON IS A TAPERING WOODEN POLE PAINTED IN SECTIONS OF BLACK
 LX7055'AND YELLOW.  THE POLE IS SET IN THE GROUND AND GUYED WITH WIRE
 LX7055'CABLE.  IT HAS A DIAMOND AT THE TOP OF THE POLE THAT IS MADE OF
 LX7055'FOUR INCH STRIPS.
 LX7055'
 LX7055'THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 90 FEET.
 LX7055
 LX7055                          STATION RECOVERY (1969)
 LX7055
 LX7055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX7055'THIS STATION WAS APPARENTLY FOUND IN GOOD CONDITION.  A BLACK
 LX7055'WOODEN POLE WAS FOUND IN THE DESCRIBED LOCATION AND WAS THE ONLY
 LX7055'WOODEN POLE IN THE VICINITY.  HEIGHT OF POLE IS 87 FEET AND HAS
 LX7055'A RADIO ANTENNA ON TOP.  POLE IS NOT GUYED WITH WIRE CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3642 ***********************************************************************
 LW3642  DESIGNATION -  PRAY
 LW3642  PID         -  LW3642
 LW3642  STATE/COUNTY-  CT/WINDHAM
 LW3642  USGS QUAD   -  THOMPSON (1974)
 LW3642
 LW3642                         *CURRENT SURVEY CONTROL
 LW3642  ___________________________________________________________________
 LW3642* NAD 83(1996)-  41 55 55.15541(N)    071 48 25.53532(W)     ADJUSTED  
 LW3642* NAVD 88     -       197.5    (meters)     648.     (feet)  VERTCON   
 LW3642  ___________________________________________________________________
 LW3642  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LW3642  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW3642
 LW3642  HORZ ORDER  -  FIRST
 LW3642
 LW3642.The horizontal coordinates were established by classical geodetic methods
 LW3642.and adjusted by the National Geodetic Survey in August 1998..
 LW3642
 LW3642.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3642
 LW3642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3642
 LW3642.The geoid height was determined by GEOID03.
 LW3642
 LW3642;                    North         East     Units Scale Factor Converg.
 LW3642;SPC CT       -   274,845.190   383,003.309   MT  1.00000727   +0 37 30.7
 LW3642;SPC CT       -   901,721.26  1,256,570.02   sFT  1.00000727   +0 37 30.7
 LW3642;SPC MA M     -   853,561.022   174,530.704   MT  0.99997549   -0 12 22.6
 LW3642;SPC MA M     - 2,800,391.45    572,606.15   sFT  0.99997549   -0 12 22.6
 LW3642;SPC RI       -    94,299.738    74,530.170   MT  1.00000173   -0 12 18.8
 LW3642;SPC RI       -   309,381.72    244,521.07   sFT  1.00000173   -0 12 18.8
 LW3642;UTM  19      - 4,646,036.350   267,265.721   MT  1.00026656   -1 52 36.0
 LW3642
 LW3642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3642!SPC CT       -   0.99997366  x   1.00000727  =   0.99998093
 LW3642!SPC MA M     -   0.99997366  x   0.99997549  =   0.99994916
 LW3642!SPC RI       -   0.99997366  x   1.00000173  =   0.99997539
 LW3642!UTM  19      -   0.99997366  x   1.00026656  =   1.00024022
 LW3642
 LW3642|---------------------------------------------------------------------|
 LW3642| PID    Reference Object                     Distance      Geod. Az  |
 LW3642|                                                           dddmmss.s |
 LW3642| CB8415 PRAY RM 1                            26.862 METERS 01526     |
 LW3642| LW3644 BUCK HILL LOT                       APPROX. 5.4 KM 0264505.6 |
 LW3642| LW3663 N FOSTER RAD STA WXCN FM MAST       APPROX. 9.2 KM 1651557.4 |
 LW3642| LW3691 CHESTNUT RM 3                       APPROX. 7.2 KM 1892120.3 |
 LW3642| LW3692 KILLINGLY MICROWAVE TOWER           APPROX. 6.8 KM 1900849.0 |
 LW3642| CB8416 PRAY RM 2                            38.917 METERS 20040     |
 LW3642| LW3634 PUTNAM HTS FIRST CH OF CHRIST       APPROX. 6.7 KM 2283801.3 |
 LW3642| LW3738 PUTNAM RAD STA WINY MAST            APPROX. 8.0 KM 2453630.2 |
 LW3642| LW3742 PUTNAM SPIPE                        APPROX.10.0 KM 2580443.6 |
 LW3642| CB8417 PRAY RM 3 AZIMUTH                    87.455 METERS 27712     |
 LW3642| LW3635 THOMPSON CONG CHURCH SPIRE          APPROX. 5.5 KM 3022329.3 |
 LW3642| LW3648 VORTAC PUTNAM PUT                   APPROX. 4.0 KM 3102147.1 |
 LW3642|---------------------------------------------------------------------|
 LW3642
 LW3642                          SUPERSEDED SURVEY CONTROL
 LW3642
 LW3642  NAD 83(1996)-  41 55 55.15516(N)    071 48 25.53521(W) AD(       ) 1
 LW3642  NAD 83(1992)-  41 55 55.15465(N)    071 48 25.53452(W) AD(       ) 1
 LW3642  NAD 83(1992)-  41 55 55.15463(N)    071 48 25.53465(W) AD(       ) 1
 LW3642  NAD 83(1986)-  41 55 55.15548(N)    071 48 25.53354(W) AD(       ) 1
 LW3642  NAD 27      -  41 55 54.79994(N)    071 48 27.27747(W) AD(       ) 1
 LW3642  NGVD 29 (07/19/86)  197.7    (m)          649.     (f) VERT ANG       
 LW3642
 LW3642.Superseded values are not recommended for survey control.
 LW3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3642.See file dsdata.txt to determine how the superseded data were derived.
 LW3642
 LW3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6726646036(NAD 83)
 LW3642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3642+STABILITY: SURFACE MOTION
 LW3642
 LW3642  HISTORY     - Date     Condition        Report By
 LW3642  HISTORY     - 1937     MONUMENTED       CTGS
 LW3642  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3642  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LW3642  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3642  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3642
 LW3642                          STATION DESCRIPTION
 LW3642
 LW3642'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3642'STATION IS ON THE LAND OF FRANK PRAY ABOUT 5-1/4 MILES EAST BY
 LW3642'NORTH OF PUTNAM AND 0.6 MILE WEST OF THE RHODE ISLAND LINE.  IT
 LW3642'IS A STANDARD DISK STAMPED PRAY 1937 SET IN A BLOCK OF CONCRETE.
 LW3642'
 LW3642'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 44 AND CONN. HIGHWAY
 LW3642'12, AT THE NORTH SIDE OF PUTNAM TAKE U.S. HIGHWAY 44 EAST 4.3
 LW3642'MILES OR 0.3 MILE BEYOND MARY BROWN BROOK CROSSING AND TURN LEFT
 LW3642'(NORTH) ON TO OILED ROAD.  GO 1.4 MILES AND TURN RIGHT ONTO DIRT
 LW3642'ROAD.  GO 0.75 MILES TO TOP OF GRADE AT FRANK PRAYS HOUSE ON
 LW3642'NORTH SIDE OF ROAD.  ASSUMING HIS HOUSE TO FACE SOUTH STATION IS
 LW3642'ABOUT 170 FEET NORTHEAST AND 185 FEET NORTH OF CENTER OF DIRT
 LW3642'ROAD, 15 FEET WEST OF STONE WALL ALONG EAST SIDE OF CLEARING
 LW3642'BACK OF HOUSE.
 LW3642'
 LW3642'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LW3642'BRONZE DISKS SET IN CONCRETE, AND IN A BOULDER, NOTES 1A, AND 12C.
 LW3642'
 LW3642'REFERENCE MARK NO. 1-88.12 FEET NORTH OF STATION, A STANDARD DISK
 LW3642'STAMPED PRAY NO. 1 1937 SET IN OUTCROPPING BOULDER 2- BY 1- FOOT
 LW3642'FLUSH WITH GROUND.  REFERENCE MARK NO. 2-127.41 FEET SOUTH OF
 LW3642'STATION IN OUTCROPPING BOULDER 4- BY 3- BY 2.5-FEET.  MARK IS 58
 LW3642'FEET NORTH OF CENTER OF DIRT ROAD AND 25 FEET WEST OF STONEWALL
 LW3642'STAMPED PRAY NO. 2 1937.  REFERENCE MARK NO. 3-287 FEET
 LW3642'SOUTHWEST OF STATION SET IN BOULDER 3- BY 1-FOOT BY 6-INCHES
 LW3642'HIGH, 66 FEET WEST OF SOUTHWEST CORNER OF HOUSE AND 71 FEET
 LW3642'NORTH OF CENTER OF DIRT ROAD STAMPED PRAY NO. 3 1937.
 LW3642'
 LW3642'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LW3642
 LW3642                          STATION RECOVERY (1958)
 LW3642
 LW3642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LW3642'STATION, AND 3 REFERENCE MARKS RECOVERED IN GOOD CONDITION.  ANGLES
 LW3642'BETWEEN AND DISTANCES TO REFERENCE MARKS CHECKED AND
 LW3642'VERIFIED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE
 LW3642'FOLLOWING.  STATION IS 48.0 FEET SOUTH-SOUTHEAST OF A 12 INCH
 LW3642'PINE TREE AND 24.5 FEET WEST OF C/L OF A STONE WALL.  REFERENCE
 LW3642'MARK NO. 1 IS 40.5 FEET WEST OF C/L OF A STONE WALL.  REFERENCE
 LW3642'MARK NO. 2 IS 22.0 FEET WEST OF C/L OF A STONE WALL.  REFERENCE
 LW3642'MARK NO. 3 IS 20.0 FEET SOUTHEAST OF SOUTHWEST CORNER OF BARN.
 LW3642
 LW3642                          STATION RECOVERY (1968)
 LW3642
 LW3642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3642'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND FOUND
 LW3642'IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO R.M. 1
 LW3642'CHECKED.  THE DISTANCE TO R.M. 2 FAILED TO CHECK BY 0.12 OF A
 LW3642'FOOT BUT THE DIRECTION CHECKED.  THE DISTANCE TO R.M. 3 CHECKED
 LW3642'BUT A DIFFERENCE OF 4 MINUTES AND 6 SECONDS WAS FOUND IN THE
 LW3642'DIRECTION.
 LW3642'
 LW3642'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 LW3642'
 LW3642'THE STATION IS ABOUT 5-1/2 MILES EAST-NORTHEAST OF PUTNAM, 0.6
 LW3642'MILE WEST OF THE RHODE ISLAND-CONNECTICUT STATE LINE, 1-1/2 MILES
 LW3642'WEST-NORTHWEST OF BOWDISH RESERVOIR AND PROPERTY OF MR. WALTER
 LW3642'PRAY.
 LW3642'
 LW3642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LW3642'STATE HIGHWAY 94 AT THE SOUTH END OF BOWDISH RESERVOIR AND 1.6
 LW3642'MILES EAST OF THE RHODE ISLAND-CONNECTICUT STATE LINE, GO WEST ON
 LW3642'U.S. HIGHWAY 44 FOR 1.0 MILE TO A SIDE ROAD RIGHT (PULASKI
 LW3642'ROAD).  TURN RIGHT AND GO NORTHWEST ON PULASKI ROAD FOR 0.75 MILE
 LW3642'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHWEST AND
 LW3642'WEST ON A PAVED ROAD FOR 0.7 MILE TO A DRIVEWAY TO MR. PRAYS
 LW3642'HOUSE ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR ABOUT 75 FEET TO
 LW3642'THE END OF THE DRIVEWAY.  TURN RIGHT AND GO EAST ALONG SOUTH
 LW3642'EDGE OF A GARDEN FOR 0.05 MILE TO THE STATION AT THE EAST EDGE OF
 LW3642'THE GARDEN.
 LW3642'
 LW3642'STATION MARK, A STANDARD DISK STAMPED PRAY 1937, IS SET IN A
 LW3642'SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS
 LW3642'48 FEET SOUTHWEST OF A 15-INCH PINE TREE, 26 FEET NORTH OF A
 LW3642'12-INCH PINE TREE, 24 FEET WEST OF A ROCK FENCE AND 22 FEET WEST OF
 LW3642'A METAL WITNESS POST.  NOTE 1A.
 LW3642'
 LW3642'R.M. 1, A STANDARD DISK STAMPED PRAY NO 1 1937, CEMENTED IN A 1 X 2
 LW3642'FOOT BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 LW3642'45 FEET NORTHWEST OF A 15-INCH PINE TREE, 17 FEET WEST OF A 15-INCH
 LW3642'OAK TREE AND 2.7 FEET WEST OF A METAL WITNESS POST.  NOTE 12C.
 LW3642'
 LW3642'R.M. 2, A STANDARD DISK STAMPED PRAY NO 2 1937, CEMENTED IN A 3 X
 LW3642'4 FOOT BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS 61 FEET NORTH
 LW3642'OF THE CENTER OF A PAVED ROAD, 5 FEET NORTHEAST OF A TWIN TRUNK OAK
 LW3642'TREE AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST.  NOTE 12C.
 LW3642'
 LW3642'R.M. 3, A STANDARD DISK STAMPED PRAY NO 3 1937, CEMENTED IN A 1
 LW3642'X 3 FOOT BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS 62 FEET
 LW3642'NORTH OF THE CENTER OF THE PAVED ROAD, 30 FEET NORTHEAST OF A
 LW3642'30-INCH OAK TREE, 19.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 LW3642'A BARN AND 3 FEET SOUTH OF A METAL WITNESS POST.  NOTE 12C.
 LW3642'
 LW3642'HEIGHT OF LIGHT ABOVE STATION MARK 98 FEET.
 LW3642'
 LW3642'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3642'5-1/2 MILES EAST NORTHEAST OF PUTNAM.
 LW3642
 LW3642                          STATION RECOVERY (1973)
 LW3642
 LW3642'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3642'PRAY 1937 EXCELLENT
 LW3642'
 LW3642'PRAY NO. 1 - 1937 EXCELLENT
 LW3642'
 LW3642'PRAY NO. 2 - 1937 EXCELLENT
 LW3642'
 LW3642'PRAY NO. 3 - 1937 EXCELLENT
 LW3642
 LW3642                          STATION RECOVERY (1977)
 LW3642
 LW3642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3642'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 LW3642'AND FOUND IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE
 LW3642'MARKS CHECKED WITH THE 1968 DIRECTIONS.  THE DISTANCE TO
 LW3642'REFERENCE MARK 1 CHECKED WITH THE 1968 DISTANCE .  THE DISTANCE
 LW3642'TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.10 FOOT AND THE
 LW3642'DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER BY 0.08 FOOT.
 LW3642'
 LW3642'A NEW DESCRIPTION FOLLOWS.
 LW3642'
 LW3642'THE STATION IS ABOUT 5-1/2 MILES EAST-NORTHEAST OF PUTNAM,
 LW3642'1-1/2 MILES WEST OF THE BOWDISH RESERVOIR IN RHODE ISLAND,
 LW3642'1/2 MILE WEST OF THE CONNECTICUT-RHODE ISLAND STATE LINE AND
 LW3642'ON PROPERTY OWNED BY MR. WALTER PRAY, RFD ROUTE 1, THOMPSON,
 LW3642'CONNECTICUT.  MR. PRAY LIVES AT THE STATION SITE.
 LW3642'
 LW3642'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LW3642'RHODE ISLAND STATE HIGHWAY 94, ABOUT 5 MILES EAST OF PUTNAM,
 LW3642'CONNECTICUT AND 1-1/2 MILES EAST OF THE CONNECTICUT-RHODE
 LW3642'ISLAND STATE LINE, GO WEST ON U.S. HIGHWAY 44 FOR 1.0 MILE TO
 LW3642'A SIDE ROAD RIGHT AT A SIGN (PULASKI MEMORIAL STATE PARK).
 LW3642'TURN RIGHT AND GO NORTHWEST ON PULASKI ROAD FOR 0.75 MILE TO
 LW3642'A FORK.  TAKE THE LEFT FORK AND GO NORTHWEST AND WEST ON
 LW3642'ELMWOOD HILL ROAD FOR O.7 MILE TO A DRIVEWAY ON THE RIGHT,
 LW3642'LEADING TO THE HOME OF MR. WALTER PRAY.  TURN RIGHT AND GO NORTH
 LW3642'ON THE DRIVEWAY FOR ABOUT 75 FEET TO THE NORTH SIDE OF THE
 LW3642'HOUSE.  TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF THE
 LW3642'HOUSE, THEN GO NORTHEAST THROUGH A GARDEN AND FIELD FOR
 LW3642'0.05 MILE TO THE STATION.
 LW3642'
 LW3642'STATION MARK , STAMPED---PRAY 1937---, IS A STANDARD DISK SET
 LW3642'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH
 LW3642'WITH THE GROUND SURFACE.  IT IS 48 FEET SOUTHWEST OF AN
 LW3642'18-INCH PINE TREE, 26 FEET NORTH OF A 12-INCH PINE TREE,
 LW3642'24 FEET WEST OF A ROCK FENCE AND 22 FEET WEST OF A METAL
 LW3642'WITNESS POST.  THE 1937 DESCRIPTION STATES THERE IS AN
 LW3642'UNDERGROUND MARK.  A 30 INCH STEEL ROD WAS DRIVEN BY THE MARK.
 LW3642'
 LW3642'REFERENCE MARK 1, STAMPED---PRAY 1937 NO 1---, IS A STANDARD
 LW3642'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 2 FOOT
 LW3642'BOULDER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 45 FEET
 LW3642'NORTH OF AN 18-INCH PINE TREE, 39 FEET WEST OF A ROCK FENCE,
 LW3642'15 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SHED AND 2.7
 LW3642'FEET WEST OF A METAL WITNESS POST.
 LW3642'
 LW3642'REFERENCE MARK 2, STAMPED---PRAY 1937 NO 2---, IS A STANDARD
 LW3642'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 4 FOOT
 LW3642'BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS
 LW3642'61 FEET NORTH OF THE CENTER OF ELMWOOD HILL ROAD, 22 FEET
 LW3642'WEST OF A ROCK FENCE, 5 FEET NORTHEAST OF A 16-INCH OAK TREE
 LW3642'AND 2.3 FEET WEST OF A METAL WITNESS POST.
 LW3642'
 LW3642'REFERENCE MARK 3, STAMPED---PRAY 1937 NO 3---, IS A STANDARD
 LW3642'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 3 FOOT
 LW3642'BOULDER THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET
 LW3642'NORTHEAST OF THE CENTER OF ELMWOOD HILL ROAD, 30 FEET EAST OF A
 LW3642'30-INCH OAK TREE, 28 FEET WEST OF AN OLD WELL, 19.5 FEET
 LW3642'SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN AND 3 FEET SOUTH OF
 LW3642'A METAL WITNESS POST.
 LW3642'
 LW3642'NO MEASUREMENT FROM REFERENCE MARK 1 TO REFERENCE MARK 2 DUE
 LW3642'TO TREES ON LINE.
 LW3642'
 LW3642'HEIGHT OF LIGHT ABOVE MARK WAS 30.4 METERS.
 LW3642'
 LW3642'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6757 ***********************************************************************
 LX6757  DESIGNATION -  PRELI
 LX6757  PID         -  LX6757
 LX6757  STATE/COUNTY-  CT/HARTFORD
 LX6757  USGS QUAD   -  GLASTONBURY (1992)
 LX6757
 LX6757                         *CURRENT SURVEY CONTROL
 LX6757  ___________________________________________________________________
 LX6757* NAD 83(1996)-  41 38 32.78670(N)    072 33 47.36752(W)     ADJUSTED  
 LX6757* NAVD 88     -       216.2    (meters)     709.     (feet)  VERTCON   
 LX6757  ___________________________________________________________________
 LX6757  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX6757  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6757
 LX6757  HORZ ORDER  -  SECOND
 LX6757
 LX6757.The horizontal coordinates were established by classical geodetic methods
 LX6757.and adjusted by the National Geodetic Survey in August 1998..
 LX6757
 LX6757.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6757
 LX6757.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6757
 LX6757.The geoid height was determined by GEOID03.
 LX6757
 LX6757;                    North         East     Units Scale Factor Converg.
 LX6757;SPC CT       -   242,275.815   320,366.751   MT  0.99998494   +0 07 26.0
 LX6757;SPC CT       -   794,866.57  1,051,069.92   sFT  0.99998494   +0 07 26.0
 LX6757;UTM  18      - 4,612,946.724   702,946.592   MT  1.00010687   +1 37 11.2
 LX6757
 LX6757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6757!SPC CT       -   0.99997072  x   0.99998494  =   0.99995566
 LX6757!UTM  18      -   0.99997072  x   1.00010687  =   1.00007759
 LX6757
 LX6757:                Primary Azimuth Mark                     Grid Az
 LX6757:SPC CT       -  REEVES                                   128 44 06.3
 LX6757:UTM  18      -  REEVES                                   127 14 21.1
 LX6757
 LX6757|---------------------------------------------------------------------|
 LX6757| PID    Reference Object                     Distance      Geod. Az  |
 LX6757|                                                           dddmmss.s |
 LX6757| LX6790 REEVES                              APPROX. 2.2 KM 1285132.3 |
 LX6757| CZ7790 PRELI RM 1                            9.375 METERS 15050     |
 LX6757| LX6804 PRELI RM 3 TPT                       83.293 METERS 21928     |
 LX6757| LX6805 PRELI RM 3                           92.218 METERS 21929     |
 LX6757| CZ7791 PRELI RM 2                           12.886 METERS 23821     |
 LX6757| LX7163 WEST PEAK THE TOWER                 APPROX.24.6 KM 2471902.6 |
 LX6757| LX7029 CEDAR CREST SANITARIUM TANK         APPROX.14.2 KM 3003746.0 |
 LX6757| LX6770 TWO PIERS CHANNEL R RNG LT          APPROX. 5.1 KM 3131429.2 |
 LX6757| LX6764 S GLASTONBURY REAR RANGE LT         APPROX. 5.1 KM 3143832.8 |
 LX6757|---------------------------------------------------------------------|
 LX6757
 LX6757                          SUPERSEDED SURVEY CONTROL
 LX6757
 LX6757  NAD 83(1996)-  41 38 32.78603(N)    072 33 47.36766(W) AD(       ) 2
 LX6757  NAD 83(1992)-  41 38 32.78614(N)    072 33 47.36752(W) AD(       ) 2
 LX6757  NAD 83(1992)-  41 38 32.78782(N)    072 33 47.36939(W) AD(       ) 2
 LX6757  NAD 83(1986)-  41 38 32.78794(N)    072 33 47.36925(W) AD(       ) 2
 LX6757  NAD 27      -  41 38 32.42427(N)    072 33 49.04991(W) AD(       ) 2
 LX6757  NGVD 29 (07/19/86)  216.5    (m)          710.     (f) VERT ANG       
 LX6757
 LX6757.Superseded values are not recommended for survey control.
 LX6757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6757.See file dsdata.txt to determine how the superseded data were derived.
 LX6757
 LX6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0294712947(NAD 83)
 LX6757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6757_SETTING: 66 = SET IN ROCK OUTCROP
 LX6757_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6757+STABILITY: POSITION/ELEVATION WELL
 LX6757
 LX6757  HISTORY     - Date     Condition        Report By
 LX6757  HISTORY     - 1935     MONUMENTED       CGS
 LX6757  HISTORY     - 1970     SEE DESCRIPTION  CTGS
 LX6757  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6757
 LX6757                          STATION DESCRIPTION
 LX6757
 LX6757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6757'THE STATION IS REACHED FROM THE PORTLAND-GLASTONBURY TOWN
 LX6757'LINE, GO NORTHERLY 1.5 MILES ON ROUTE 15, TURN EASTERLY JUST
 LX6757'S OF THE TOWN FARM AND GO 1.3 MILES, TURN RIGHT AND GO 0.55
 LX6757'MILE, TURN LEFT AND GO 0.7 MILE, TURN RIGHT ON CLARK HILL ROAD
 LX6757'AND GO 0.7 MILE TO WOOD ROAD JUST S OF THE COUNTY LINE, TURN
 LX6757'RIGHT ON THIS ROAD AND CONTINUE TO THE END.  THE STATION IS
 LX6757'ON THE HIGHEST PART OF THE HILL ON THE PROPERTY OF F. PRELI.
 LX6757'IT IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN
 LX6757'OUTCROPPING BEDROCK THAT RUNS ALONG THE S FACE OF THE HILL.
 LX6757'THE TREES NEAR THE STATION ARE SMALL HICKORY AND OAK.  THE TOP
 LX6757'OF THE HILL IS ABOUT LEVEL AND IS APPROXIMATELY 200 YARDS
 LX6757'LONG AND 50 YARDS ACROSS, THE LONG AXIS BEING E AND W.
 LX6757'
 LX6757'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6757'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 LX6757'IN THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARK NO.1 AND
 LX6757'REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET
 LX6757'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.  REFERENCE
 LX6757'MARK NO.3 IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 LX6757'DESCRIBED IN NOTE 12C.
 LX6757'
 LX6757'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE
 LX6757'IN THE SAME LEDGE AS THE STATION AND IS S 15 DEG E OF THE STATION.
 LX6757'
 LX6757'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6757'THE SAME LEDGE AS THE STATION, BUT AT A LOWER ELEVATION AND
 LX6757'AT THE WESTERLY END OF THE OUTCROP.  IT IS S 70 DEG W FROM THE
 LX6757'STATION.
 LX6757'
 LX6757'REFERENCE MARK NO.3 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6757'A PROMINENT BOULDER ON THE S SIDE OF THE HILL AND IS S
 LX6757'50 DEG W OF THE STATION.
 LX6757'
 LX6757'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX6757
 LX6757                          STATION RECOVERY (1970)
 LX6757
 LX6757'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1970 (BGW)
 LX6757'PRELI THE STATION AND RMS WERE RECOVERED IN GOOD CONDITION.
 LX6757'
 LX6757'THE STATION IS REACHED FROM THE PORTLAND-GLASTONBURY TOWNLINE
 LX6757'BY GOING NORTHERLY 1.5 MILE ON RTE 17 (MAIN ST.).  THEN TURN
 LX6757'RT (EAST) AND GO 1.3 MILE ON FOOTE RD., TURN RIGHT (SOUTH) AND
 LX6757'GO 1.2 MILE ON MATSON HILL RD., TURN RIGHT (SOUTH) ON CLARK
 LX6757'HILL RD. 0.7 MILE TO A PRIVATE DR., TURN RIGHT ON THE PRIVATE
 LX6757'DRIVE 0.4 MILE TO HOUSE 321, AND STATION PRELI.  STATION IS
 LX6757'SOUTH OF THE HOUSE.
 LX6757
 LX6757                          STATION RECOVERY (1978)
 LX6757
 LX6757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6757'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND
 LX6757'REFERENCE MARK 3 WERE RECOVERED AND FOUND TO BE IN GOOD
 LX6757'CONDITION.  THE DISTANCE TO THE REFERENCE MARKS COMPARED
 LX6757'FAVORABLY WITH THE 1935 DATA.  THE DIRECTION BETWEEN REFERENCE
 LX6757'MARK 1 AND REFERENCE MARK 2 WAS FOUND TO BE SMALLER BY 8.75
 LX6757'MINUTES.  THE DIRECTION BETWEEN REFERENCE MARK 1 AND REFERENCE
 LX6757'MARK 3 WAS FOUND TO BE SMALLER BY 10.2 MINUTES.
 LX6757'
 LX6757'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHEAST OF SOUTH
 LX6757'GLASTONBURY, 5-1/2 MILES WEST-NORTHWEST OF MARLBOROUGH, AND
 LX6757'5-3/4 MILES NORTHEAST OF PORTLAND.  PERMISSION WAS GRANTED BY
 LX6757'THE PROPERTY OWNER, MRS. MARGERET LEAHY.
 LX6757'
 LX6757'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH GLASTONBURY
 LX6757'GO SOUTH FOLLOWING STATE HIGHWAY 17 FOR 0.6 MILE TO A SIDE ROAD
 LX6757'LEFT.  TURN LEFT AND GO EASTERLY FOLLOWING FOOTE ROAD FOR 1.25
 LX6757'MILES TO A T-ROAD.  TURN RIGHT AND GO EASTERLY FOLLOWING MATSON
 LX6757'HILL ROAD FOR 0.55 MILE TO A FORK.  HERE KEEP TO THE LEFT AND
 LX6757'GO EAST FOLLOWING MATSON HILL ROAD FOR 0.65 MILE TO A FORK.
 LX6757'HERE KEEP TO THE RIGHT AND GO SOUTH FOLLOWING CLARK HILL ROAD
 LX6757'FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT FOLLOWING
 LX6757'ASPHALT ROAD UPHILL FOR 0.35 MILE TO THE STATION ON THE
 LX6757'RIGHT AS DESCRIBED.
 LX6757'
 LX6757'THE STATION MARK, STAMPED---PRELI 1935---, IS A STANDARD
 LX6757'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 LX6757'THE GROUND SURFACE.  IT IS 70 FEET SOUTH-SOUTHWEST OF THE
 LX6757'SOUTHEAST CORNER OF THE LEAHY HOUSE, 25 FEET SOUTHEAST OF THE
 LX6757'SOUTHEAST CORNER OF THE GARAGE ATTACHED TO THE HOUSE,
 LX6757'AND 11.6 FEET NORTHWEST OF A 6-INCH HICKORY TREE.
 LX6757'NO UNDER GROUND DISK WAS SET.  (NOTE 2)
 LX6757'
 LX6757'REFERENCE MARK 1, STAMPED---PRELI NO 1 1935---, IS A STANDARD
 LX6757'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 LX6757'THE GROUND SURFACE.  IT IS 26 FEET SOUTHEAST OF A 6-INCH
 LX6757'HICKORY TREE, 16 FEET EAST OF A FENCE, AND 9 FEET SOUTH OF
 LX6757'A 4-INCH HICKORY TREE.  (NOTE 12A)
 LX6757'
 LX6757'REFERENCE MARK 2, STAMPED---PRELI NO 2 1935---, IS A STANDARD
 LX6757'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUCH WITH
 LX6757'THE GROUND SURFACE.  IT IS 35 FEET EAST OF A POWER
 LX6757'POLE, AND 33.9 FEET SOUTH OF THE
 LX6757'SOUTHWEST CORNER OF THE GARGAE. (NOTE 12A)
 LX6757'
 LX6757'REFERENCE MARK 3, STAMPED---PRELI NO 3 1935---, IS A STANDARD
 LX6757'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 2 FEET
 LX6757'ABOVE THE GROUND SURFACE.  IT IS 65.5 FEET SOUTHWEST OF POWER
 LX6757'POLE NUMBER 4501, AND 9 FEET EAST OF THE CENTER OF THE
 LX6757'DRIVEWAY.  (NOTE 12A)
 LX6757'
 LX6757'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 LX6757'
 LX6757'DESCRIBED BY PRESTON C. OSLEY JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6805 ***********************************************************************
 LX6805  DESIGNATION -  PRELI RM 3
 LX6805  PID         -  LX6805
 LX6805  STATE/COUNTY-  CT/HARTFORD
 LX6805  USGS QUAD   -  GLASTONBURY (1992)
 LX6805
 LX6805                         *CURRENT SURVEY CONTROL
 LX6805  ___________________________________________________________________
 LX6805* NAD 83(1996)-  41 38 30.47951(N)    072 33 49.90092(W)     ADJUSTED  
 LX6805* NAVD 88     -       213.7    (meters)     701.     (feet)  VERTCON   
 LX6805  ___________________________________________________________________
 LX6805  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LX6805  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6805
 LX6805  HORZ ORDER  -  SECOND
 LX6805
 LX6805.The horizontal coordinates were established by classical geodetic methods
 LX6805.and adjusted by the National Geodetic Survey in August 1998..
 LX6805
 LX6805.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6805
 LX6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6805
 LX6805.The geoid height was determined by GEOID03.
 LX6805
 LX6805;                    North         East     Units Scale Factor Converg.
 LX6805;SPC CT       -   242,204.509   320,308.277   MT  0.99998492   +0 07 24.3
 LX6805;SPC CT       -   794,632.63  1,050,878.07   sFT  0.99998492   +0 07 24.3
 LX6805;UTM  18      - 4,612,873.907   702,889.992   MT  1.00010659   +1 37 09.5
 LX6805
 LX6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6805!SPC CT       -   0.99997111  x   0.99998492  =   0.99995603
 LX6805!UTM  18      -   0.99997111  x   1.00010659  =   1.00007770
 LX6805
 LX6805                          SUPERSEDED SURVEY CONTROL
 LX6805
 LX6805  NAD 83(1996)-  41 38 30.47885(N)    072 33 49.90105(W) AD(       ) 2
 LX6805  NAD 83(1992)-  41 38 30.47896(N)    072 33 49.90092(W) AD(       ) 2
 LX6805  NAD 83(1992)-  41 38 30.48064(N)    072 33 49.90279(W) AD(       ) 2
 LX6805  NAD 83(1986)-  41 38 30.48081(N)    072 33 49.90260(W) AD(       ) 2
 LX6805  NAD 27      -  41 38 30.11711(N)    072 33 51.58310(W) AD(       ) 2
 LX6805  NGVD 29 (07/19/86)  214.0    (m)          702.     (f) VERT ANG       
 LX6805
 LX6805.Superseded values are not recommended for survey control.
 LX6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6805.See file dsdata.txt to determine how the superseded data were derived.
 LX6805
 LX6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0289012874(NAD 83)
 LX6805_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6805_SETTING: 66 = SET IN ROCK OUTCROP
 LX6805_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6805_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6805+STABILITY: POSITION/ELEVATION WELL
 LX6805
 LX6805  HISTORY     - Date     Condition        Report By
 LX6805  HISTORY     - 1978     MONUMENTED       NGS
 LX6805
 LX6805                          STATION DESCRIPTION
 LX6805
 LX6805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6805'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHEAST OF SOUTH
 LX6805'GLASTONBURY, 5-1/2 MILES WEST-NORTHWEST OF MARLBOROUGH AND
 LX6805'5-3/4 MILES NORTHEAST OF PORTLAND.  PERMISSION WAS GRANTED BY
 LX6805'THE PROPERTY OWNER, MRS. MARGERET LEAHY.
 LX6805'
 LX6805'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH GLASTONBURY
 LX6805'GO SOUTH FOLLOWING STATE HIGHWAY 17 FOR 0.6 MILE TO A SIDE ROAD
 LX6805'LEFT.  TURN LEFT AND GO EASTERLY FOLLOWING FOOTE ROAD FOR 1.25
 LX6805'MILES TO A T-ROAD.  TURN RIGHT AND GO EASTERLY FOLLOWING MATSON
 LX6805'HILL ROAD FOR 0.55 MILE TO A FORK.  HERE KEEP TO THE LEFT AND
 LX6805'GO EAST FOLLOWING MATSON HILL ROAD FOR 0.65 MILE TO A FORK.
 LX6805'HERE KEEP TO THE RIGHT AND GO SOUTH FOLLOWING CLARK HILL ROAD
 LX6805'FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT FOLLOWING
 LX6805'ASPHALT ROAD UPHILL FOR 0.3 MILE TO THE STATION ON THE
 LX6805'RIGHT AS DESCRIBED.
 LX6805'
 LX6805'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX6805'STAMPED---PRELI NO 3 1935---
 LX6805'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS 2 FEET
 LX6805'ABOVE THE GROUND SURFACE.  IT IS 65.5 FEET SOUTHWEST OF POWER
 LX6805'POLE NUMBER 4501 AND 9 FEET EAST OF THE CENTER OF THE
 LX6805'DRIVEWAY.
 LX6805'
 LX6805'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 LX6805'
 LX6805'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX6805'PRELI 1935 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX6805'
 LX6805'DESCRIBED BY PRESTON C. OSLEY JR., CHECKED BY G.M.RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7607 ***********************************************************************
 LX7607  DESIGNATION -  PRENDER
 LX7607  PID         -  LX7607
 LX7607  STATE/COUNTY-  CT/NEW HAVEN
 LX7607  USGS QUAD   -  ANSONIA (1984)
 LX7607
 LX7607                         *CURRENT SURVEY CONTROL
 LX7607  ___________________________________________________________________
 LX7607* NAD 83(1996)-  41 19 55.23337(N)    073 03 32.00639(W)     ADJUSTED  
 LX7607* NAVD 88     -       135.4    (meters)     444.     (feet)  VERTCON   
 LX7607  ___________________________________________________________________
 LX7607  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 LX7607  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX7607
 LX7607  HORZ ORDER  -  FIRST
 LX7607
 LX7607.The horizontal coordinates were established by classical geodetic methods
 LX7607.and adjusted by the National Geodetic Survey in August 1998..
 LX7607
 LX7607.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7607
 LX7607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7607
 LX7607.The geoid height was determined by GEOID03.
 LX7607
 LX7607;                    North         East     Units Scale Factor Converg.
 LX7607;SPC CT       -   207,828.174   278,943.215   MT  0.99998930   -0 12 17.3
 LX7607;SPC CT       -   681,849.60    915,166.20   sFT  0.99998930   -0 12 17.3
 LX7607;UTM  18      - 4,577,431.829   662,432.364   MT  0.99992471   +1 16 56.0
 LX7607
 LX7607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7607!SPC CT       -   0.99998338  x   0.99998930  =   0.99997269
 LX7607!UTM  18      -   0.99998338  x   0.99992471  =   0.99990810
 LX7607
 LX7607|---------------------------------------------------------------------|
 LX7607| PID    Reference Object                     Distance      Geod. Az  |
 LX7607|                                                           dddmmss.s |
 LX7607| CR9713 PRENDER RM 1                         24.717 METERS 03616     |
 LX7607| CR9714 PRENDER RM 2                         20.492 METERS 28550     |
 LX7607|---------------------------------------------------------------------|
 LX7607
 LX7607                          SUPERSEDED SURVEY CONTROL
 LX7607
 LX7607  NAD 83(1992)-  41 19 55.23246(N)    073 03 32.00627(W) AD(       ) 1
 LX7607  NAD 83(1986)-  41 19 55.23302(N)    073 03 32.01167(W) AD(       ) 1
 LX7607  NAD 83(1986)-  41 19 55.23186(N)    073 03 32.01170(W) AD(       ) 1
 LX7607  NGVD 29 (01/16/90)  135.8    (m)          446.     (f) VERT ANG       
 LX7607
 LX7607.Superseded values are not recommended for survey control.
 LX7607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7607.See file dsdata.txt to determine how the superseded data were derived.
 LX7607
 LX7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6243277432(NAD 83)
 LX7607_MARKER: DS = TRIANGULATION STATION DISK
 LX7607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7607+STABILITY: SURFACE MOTION
 LX7607
 LX7607  HISTORY     - Date     Condition        Report By
 LX7607  HISTORY     - 1982     MONUMENTED       NGS
 LX7607
 LX7607                          STATION DESCRIPTION
 LX7607
 LX7607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7607'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) NORTHWEST
 LX7607'OF NEW HAVEN, 11.3 KM (7.0 MI) NORTH-NORTHWEST OF
 LX7607'WEST HAVEN AND 1.6 KM (1.0 MI) SOUTHEAST OF ANSONIA
 LX7607'OWNERSHIP--PRENDERGAST ELEMENTARY SCHOOL, MR ROBERT
 LX7607'ZURAW, SUPERINTENDENT OF SCHOOLS, 42 GROVE STREET, ANSONIA
 LX7607'CT 06401.
 LX7607'
 LX7607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX7607'115 AND 243 (PRINDLE STREET), GO EAST ON HIGHWAY 243 FOR
 LX7607'0.6 KM (0.35 MI) TO THE POLICE DEPARTMENT BUILDING ON THE
 LX7607'LEFT, AT A FORK, BEAR RIGHT ON HIGHWAY 243 AND GO SOUTHEAST
 LX7607'FOR 0.8 KM (0.5 MI) TO AN OFF SET CROSSROAD WHERE HIGHWAY
 LX7607'243 TURNS RIGHT.  CONTINUE AHEAD ON PRINDLE AVENUE FOR
 LX7607'0.4 KM (0.25 MI) TO A SIDE STREET RIGHT.  TURN RIGHT
 LX7607'AND GO SOUTHEAST ON FORD STREET FOR 0.4 KM (0.25 MI) TO A
 LX7607'SIDE STREET RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.2 KM
 LX7607'(0.1 MI) TO THE SOUTH ENTRANCE OF THE PRENDERGAST ELEMENTARY
 LX7607'SCHOOL AND THE STATION AT THE EAST END OF A TENNIS COURT.
 LX7607'
 LX7607'THE STATION IS A STANDARD NGS DISK
 LX7607'STAMPED---PRENDER 1982---,
 LX7607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7607'FLUSH WITH GROUND.  IT IS LOCATED
 LX7607'12.9 METERS (42.3 FT) WEST-SOUTHWEST FROM A FLAGPOLE,
 LX7607'12.50 METERS (41.0 FT) WEST-NORTHWEST FROM NORTHEAST CORNER OF A
 LX7607'TENNIS COURT AND
 LX7607'6.37 METERS (20.9 FT) EAST FROM NORTHWEST CORNER OF THE TENNIS
 LX7607'COURT.
 LX7607'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7607'STAMPED---PRENDER 1982---,
 LX7607'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7607'
 LX7607'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7607'STAMPED---PRENDER 1982 NO 1---,
 LX7607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7607'FLUSH WITH GROUND.  IT IS LOCATED
 LX7607'23.56 METERS (77.3 FT) WEST FROM CENTER OF THE STREET,
 LX7607'12.37 METERS (40.6 FT) SOUTH FROM UTILITY POLE NUMBER 957 AND
 LX7607'9.05 METERS (29.7 FT) NORTHEAST FROM THE FLAGPOLE.
 LX7607'MARK IS BELOW STATION 0.9 METERS.
 LX7607'
 LX7607'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7607'STAMPED---PRENDER 1982 NO 2---,
 LX7607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7607'FLUSH WITH GROUND.  IT IS LOCATED
 LX7607'16.58 METERS (54.4 FT) SOUTHWEST FROM SOUTHEAST CORNER OF SCHOOL,
 LX7607'16.55 METERS (54.3 FT) NORTHEAST FROM NORTHEAST CORNER OF A
 LX7607'TENNIS COURT AND
 LX7607'2.04 METERS (6.7 FT) NORTH-NORTHEAST FROM A 8 CM MAPLE TREE.
 LX7607'MARK IS BELOW STATION 0.6 METERS.
 LX7607'
 LX7607'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.2 METERS.
 LX7607'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7607'
 LX7607'DESCRIBED BY D.L. MCFARLAND, CHECKED BY J. ZABITCHUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3472 ***********************************************************************
 LW3472  DESIGNATION -  PRENTICE
 LW3472  PID         -  LW3472
 LW3472  STATE/COUNTY-  CT/NEW LONDON
 LW3472  USGS QUAD   -  OLD MYSTIC (1983)
 LW3472
 LW3472                         *CURRENT SURVEY CONTROL
 LW3472  ___________________________________________________________________
 LW3472* NAD 83(1996)-  41 29 49.62120(N)    071 56 16.50053(W)     ADJUSTED  
 LW3472* NAVD 88     -       164.0    (meters)     538.     (feet)  VERTCON   
 LW3472  ___________________________________________________________________
 LW3472  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 LW3472  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LW3472
 LW3472  HORZ ORDER  -  FIRST
 LW3472
 LW3472.The horizontal coordinates were established by classical geodetic methods
 LW3472.and adjusted by the National Geodetic Survey in August 1998..
 LW3472
 LW3472.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3472
 LW3472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3472
 LW3472.The geoid height was determined by GEOID03.
 LW3472
 LW3472;                    North         East     Units Scale Factor Converg.
 LW3472;SPC CT       -   226,437.500   372,607.324   MT  0.99998334   +0 32 18.5
 LW3472;SPC CT       -   742,903.70  1,222,462.53   sFT  0.99998334   +0 32 18.5
 LW3472;SPC RI       -    46,046.918    63,434.187   MT  1.00001020   -0 17 24.6
 LW3472;SPC RI       -   151,072.26    208,117.00   sFT  1.00001020   -0 17 24.6
 LW3472;UTM  19      - 4,598,111.938   254,769.153   MT  1.00034015   -1 56 51.3
 LW3472;UTM  18      - 4,598,471.876   755,596.330   MT  1.00040405   +2 01 47.9
 LW3472
 LW3472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3472!SPC CT       -   0.99997904  x   0.99998334  =   0.99996238
 LW3472!SPC RI       -   0.99997904  x   1.00001020  =   0.99998924
 LW3472!UTM  19      -   0.99997904  x   1.00034015  =   1.00031918
 LW3472!UTM  18      -   0.99997904  x   1.00040405  =   1.00038308
 LW3472
 LW3472:                Primary Azimuth Mark                     Grid Az
 LW3472:SPC CT       -  NORTH STONINGTON CONG CH SPIRE           082 55 02.4
 LW3472:SPC RI       -  NORTH STONINGTON CONG CH SPIRE           083 44 45.5
 LW3472:UTM  19      -  NORTH STONINGTON CONG CH SPIRE           085 24 12.2
 LW3472:UTM  18      -  NORTH STONINGTON CONG CH SPIRE           081 25 33.0
 LW3472
 LW3472|---------------------------------------------------------------------|
 LW3472| PID    Reference Object                     Distance      Geod. Az  |
 LW3472|                                                           dddmmss.s |
 LW3472| LW3558 NORTH STONINGTON CONG CH SPIRE      APPROX. 8.2 KM 0832720.9 |
 LW3472| CB8420 PRENTICE RM 3 AZIMUTH                30.949 METERS 15327     |
 LW3472| LW3470 NORTH STONINGTON TV TOWER           APPROX. 4.1 KM 1692831.0 |
 LW3472| CB8418 PRENTICE RM 1                        21.943 METERS 22157     |
 LW3472| LX5158 UNCASVILLE C L P STACK              APPROX.15.6 KM 2403748.6 |
 LW3472| LW3582 PROSPECT 2                          APPROX. 5.7 KM 3205124.7 |
 LW3472| CB8419 PRENTICE RM 2                        13.895 METERS 35149     |
 LW3472|---------------------------------------------------------------------|
 LW3472
 LW3472                          SUPERSEDED SURVEY CONTROL
 LW3472
 LW3472  NAD 83(1992)-  41 29 49.62009(N)    071 56 16.49980(W) AD(       ) 1
 LW3472  NAD 83(1986)-  41 29 49.61996(N)    071 56 16.50142(W) AD(       ) 1
 LW3472  NAD 27      -  41 29 49.26455(N)    071 56 18.23600(W) AD(       ) 1
 LW3472  NGVD 29 (07/19/86)  164.3    (m)          539.     (f) VERT ANG       
 LW3472
 LW3472.Superseded values are not recommended for survey control.
 LW3472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3472.See file dsdata.txt to determine how the superseded data were derived.
 LW3472
 LW3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5476998112(NAD 83)
 LW3472_MARKER: DS = TRIANGULATION STATION DISK
 LW3472_SETTING: 66 = SET IN ROCK OUTCROP
 LW3472_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3472+STABILITY: POSITION/ELEVATION WELL
 LW3472
 LW3472  HISTORY     - Date     Condition        Report By
 LW3472  HISTORY     - 1975     MONUMENTED       NGS
 LW3472
 LW3472                          STATION DESCRIPTION
 LW3472
 LW3472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3472'THE STATION IS ABOUT 5 MILES NORTHWEST OF NORTH STONINGTON, 3
 LW3472'MILES SOUTHEAST OF PRESTON CITY, 1 MILE NORTHEAST OF LAKE OF
 LW3472'ISLES, ON PRENTICE MOUNTAIN AND ON THE PROPERTY OF MR. ROBERT
 LW3472'MC CORD.  RFD 3, BOX 155.  NORWICH, CONNECTICUT.  PHONE 887-4969.
 LW3472'
 LW3472'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 164
 LW3472'AND 165 IN PRESTON CITY, GO SOUTHWEST ON HIGHWAY 164 FOR 0.15
 LW3472'MILE TO A CROSS ROAD.  TURN LEFT AND GO SOUTH ON NORTH WEST
 LW3472'CORNER ROAD FOR 100 FEET TO A FORK WHERE AMOS ROAD GOES TO THE
 LW3472'RIGHT.  BEAR LEFT AND CONTINUE SOUTH AND SOUTHEAST ON NORTH
 LW3472'WEST CORNER ROAD FOR 1.05 MILES TO A SIDE ROAD ON THE
 LW3472'RIGHT.  CONTINUE SOUTHEAST ON NORTH WEST CORNER ROAD FOR 1.8
 LW3472'MILES TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 LW3472'THE GRAVELED DRIVEWAY FOR 0.1 MILE TO MR. MC CORDS HOME ON
 LW3472'THE RIGHT AND A BARN AND GARAGE ON THE LEFT.  CONTINUE AHEAD,
 LW3472'BEARING TO THE LEFT AND GO SOUTH ON A WOODS ROAD WITH A
 LW3472'ROCK FENCE ON EACH SIDE OF THE ROAD FOR 0.3 MILE TO A WOODS ROAD
 LW3472'ON THE RIGHT AND THE ROCK FENCE ON THE RIGHT TURNS TO THE RIGHT.
 LW3472'TURN RIGHT AND GO WESTERLY ON THE WOODS ROAD FOR 0.05 MILE TO
 LW3472'WHERE THE ROAD TURNS TO THE NORTHWEST.  CONTINUE NORTHWEST
 LW3472'ON THE WOODS ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND
 LW3472'THE STATION AS DESCRIBED.  A 4-WHEEL DRIVE TRUCK WAS USED
 LW3472'TO REACH THE STATION.
 LW3472'
 LW3472'THE STATION MARK, STAMPED PRENTICE 1975, IS A STANDARD DISK
 LW3472'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP 4 FEET IN DIAMETER
 LW3472'AND FLUSH WITH THE GROUND SURFACE.  IT IS 80.5 FEET NORTHWEST
 LW3472'OF A 24-INCH OAK TREE WITH A TRIANGLE BLAZE, 38 FEET SOUTHWEST
 LW3472'OF A 6-INCH HICKORY TREE AND 23 FEET SOUTHEAST OF A 4-INCH
 LW3472'OAK TREE.
 LW3472'
 LW3472'REFERENCE MARK 1, STAMPED PRENTICE NO 1 1975, IS A STANDARD
 LW3472'DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP THAT IS
 LW3472'FLUSH WITH THE GROUND SURFACE.  IT IS 86 FEET NORTH OF THE 24-INCH
 LW3472'OAK TREE WITH A TRIANGLE BLAZE, 15 FEET SOUTHWEST OF A 7-INCH
 LW3472'HICKORY TREE AND 8.5 FEET NORTH-NORTHWEST OF A 4-INCH
 LW3472'HICKORY TREE WITH A WITNESS SIGN NAILED TO IT.
 LW3472'
 LW3472'REFERENCE MARK 2, STAMPED PRENTICE NO 2 1975, IS A STANDARD
 LW3472'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER THAT
 LW3472'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 70.5 FEET WEST
 LW3472'OF THE 24-INCH OAK TREE WITH A TRIANGLE BLAZE, 47.5 FEET NORTH
 LW3472'OF A 30-INCH OAK TREE AND 21 FEET SOUTHEAST OF A 7-INCH OAK
 LW3472'TREE.
 LW3472'
 LW3472'REFERENCE MARK 3, STAMPED PRENTICE NO 3 1975 AZ, IS A STANDARD
 LW3472'DISK CEMENTED IN A DRILL HOLE IN A 4-FOOT BOULDER THAT PROJECTS
 LW3472'2 FEET ABOVE THE GROUND SURFACE.  IT IS 51.5 FEET SOUTHWEST OF
 LW3472'THE 24-INCH OAK TREE WITH A TRIANGLE BLAZE, 26 FEET SOUTHEAST
 LW3472'OF A 30-INCH OAK TREE AND 13.5 FEET WEST-NORTHWEST OF A 12-INCH
 LW3472'OAK TREE WITH A WITNESS SIGN NAILED TO IT.
 LW3472'
 LW3472'HEIGHT OF LIGHT ABOVE STATION MARK 18.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5965 ***********************************************************************
 LX5965  DESIGNATION -  PRESTONS BARN CUPOLA
 LX5965  PID         -  LX5965
 LX5965  STATE/COUNTY-  CT/NEW LONDON
 LX5965  USGS QUAD   -  DEEP RIVER (1971)
 LX5965
 LX5965                         *CURRENT SURVEY CONTROL
 LX5965  ___________________________________________________________________
 LX5965* NAD 83(1996)-  41 24 46.13098(N)    072 24 17.68068(W)     ADJUSTED  
 LX5965* NAVD 88     -                                                        
 LX5965  ___________________________________________________________________
 LX5965  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX5965  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX5965
 LX5965  HORZ ORDER  -  THIRD
 LX5965
 LX5965.The horizontal coordinates were established by classical geodetic methods
 LX5965.and adjusted by the National Geodetic Survey in August 1998..
 LX5965
 LX5965
 LX5965.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5965
 LX5965.The geoid height was determined by GEOID03.
 LX5965
 LX5965;                    North         East     Units Scale Factor Converg.
 LX5965;SPC CT       -   216,813.735   333,652.306   MT  0.99998535   +0 13 43.7
 LX5965;SPC CT       -   711,329.73  1,094,657.61   sFT  0.99998535   +0 13 43.7
 LX5965;UTM  18      - 4,587,835.274   716,892.933   MT  1.00017897   +1 43 02.2
 LX5965
 LX5965                          SUPERSEDED SURVEY CONTROL
 LX5965
 LX5965  NAD 83(1992)-  41 24 46.13013(N)    072 24 17.68036(W) AD(       ) 4
 LX5965  NAD 83(1986)-  41 24 46.13191(N)    072 24 17.68335(W) AD(       ) 4
 LX5965  NAD 27      -  41 24 45.78000(N)    072 24 19.39000(W) AD(       ) 3
 LX5965
 LX5965.Superseded values are not recommended for survey control.
 LX5965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5965.See file dsdata.txt to determine how the superseded data were derived.
 LX5965
 LX5965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1689387835(NAD 83)
 LX5965
 LX5965  HISTORY     - Date     Condition        Report By
 LX5965  HISTORY     - 1934     MONUMENTED       CGS
 LX5965  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5965
 LX5965                          STATION DESCRIPTION
 LX5965
 LX5965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5965'THIS STATION IS ON THE FORMER MORGAN STOCK FARM.  IT IS NOW
 LX5965'THE PROPERTY OF FRANK PRESTON.  THE BARN IS LOCATED ON THE E SIDE
 LX5965'OF THE HADLYME-HAMBURG ROAD ABOUT 0.9 MILE OUT OF HADLYME.  AT
 LX5965'THIS POINT THE HIGHWAY TAKES A SHARP BEND TO THE SOUTHWARD.
 LX5965'
 LX5965'THE BARN IS 2 1/2-STORIES HIGH WITH A BROAD HIP-ROOF.  THE
 LX5965'ENTIRE STRUCTURE IS COVERED WITH BROWN SHINGLES.  THERE ARE
 LX5965'MANY WINDOWS IN THE W SIDE OF THE BARN AND THREE DORMERS PIERCE
 LX5965'THE ROOF ON THIS SAME SIDE.
 LX5965'
 LX5965'THERE IS A SQUARE, PYRAMIDAL ROOFED CUPOLA IN THE MIDDLE OF
 LX5965'THE BARN ROOF.  IT HAS A WOODEN FINIAL AT THE APEX.
 LX5965'
 LX5965'CENTER IS THE FINIAL ON THE CUPOLA ROOF.
 LX5965
 LX5965                          STATION RECOVERY (1948)
 LX5965
 LX5965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5965'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5106 ***********************************************************************
 LX5106  DESIGNATION -  PRIDE PIER LIGHT 16
 LX5106  PID         -  LX5106
 LX5106  STATE/COUNTY-  CT/NEW LONDON
 LX5106  USGS QUAD   -  UNCASVILLE (1984)
 LX5106
 LX5106                         *CURRENT SURVEY CONTROL
 LX5106  ___________________________________________________________________
 LX5106* NAD 83(1996)-  41 29 28.58234(N)    072 04 47.49109(W)     ADJUSTED  
 LX5106* NAVD 88     -                                                        
 LX5106  ___________________________________________________________________
 LX5106  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 LX5106  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX5106
 LX5106  HORZ ORDER  -  THIRD
 LX5106
 LX5106.The horizontal coordinates were established by classical geodetic methods
 LX5106.and adjusted by the National Geodetic Survey in August 1998..
 LX5106
 LX5106
 LX5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5106
 LX5106.The geoid height was determined by GEOID03.
 LX5106
 LX5106;                    North         East     Units Scale Factor Converg.
 LX5106;SPC CT       -   225,686.814   360,760.868   MT  0.99998341   +0 26 39.6
 LX5106;SPC CT       -   740,440.82  1,183,596.28   sFT  0.99998341   +0 26 39.6
 LX5106;UTM  18      - 4,597,412.718   743,768.884   MT  1.00033135   +1 56 08.0
 LX5106;UTM  19      - 4,597,875.701   242,896.620   MT  1.00041356   -2 02 29.5
 LX5106
 LX5106                          SUPERSEDED SURVEY CONTROL
 LX5106
 LX5106  NAD 83(1992)-  41 29 28.58135(N)    072 04 47.49044(W) AD(       ) 4
 LX5106  NAD 83(1986)-  41 29 28.58207(N)    072 04 47.49301(W) AD(       ) 4
 LX5106  NAD 27      -  41 29 28.23300(N)    072 04 49.20900(W) AD(       ) 3
 LX5106
 LX5106.Superseded values are not recommended for survey control.
 LX5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5106.See file dsdata.txt to determine how the superseded data were derived.
 LX5106
 LX5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4376997413(NAD 83)
 LX5106_MARKER: 14 = NAVIGATION LIGHT
 LX5106
 LX5106  HISTORY     - Date     Condition        Report By
 LX5106  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5106  HISTORY     - 1961     GOOD             CGS
 LX5106  HISTORY     - 1966     GOOD             CGS
 LX5106  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5106
 LX5106                          STATION DESCRIPTION
 LX5106
 LX5106'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5106'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO
 LX5106'PREVIOUS DESCRIPTION.
 LX5106'
 LX5106'THE LIGHT IS LOCATED OFF THE SOUTH END OF THE LONG ROCK
 LX5106'DIKE IN THE THAMES RIVER.  THE LIGHT IS LOCATED ON THE TOP OF
 LX5106'A RED STEEL SKELETON TOWER WITH A WHITE PYRAMIDAL BOX AT ITS
 LX5106'BASE ON A CONCRETE FOUNDATION.  THE C.G. LIST OF LIGHTS STATES
 LX5106'THIS LIGHT WAS BUILT IN 1925.
 LX5106
 LX5106                          STATION RECOVERY (1966)
 LX5106
 LX5106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5106'RECOVERED IN GOOD CONDITION.  THE 1961 DESCRIPTION BY G.F.W. IS
 LX5106'ADEQUATE.
 LX5106'
 LX5106'THIS IS NOW PRIDE PIER LIGHT NO. 30.
 LX5106
 LX5106                          STATION RECOVERY (1984)
 LX5106
 LX5106'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5106'PRIDE PIER LIGHT NO 16 REPLACED IN 1980.
 LX5106'
 LX5106'CEMENT PLATFORM ON ROCK FOUNDATION NOW PAINTED RED, SKELETON TOWER
 LX5106'REPLACED WITH ROUND STEEL COLUMN 20 FEET ABOVE MEAN LOW WATER,
 LX5106'ATTACHED THERE TO IS A WHITE RECTANGULAR BOX AT THE MIDPOINT, A RED
 LX5106'FLASHING 4 SEC LIGHT ON TOP, WITH A RED TRIANGULAR DAYMARK, WITH
 LX5106'THE NO 30, JUST BELOW THE LIGHT, DAY MARK FACES NORTH AND SOUTH.
 LX5106'
 LX5106'THIS IS NOW PRIDE PIER LIGHT NO 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3647 ***********************************************************************
 LX3647  DESIGNATION -  PRINCESS
 LX3647  PID         -  LX3647
 LX3647  STATE/COUNTY-  CT/NEW HAVEN
 LX3647  USGS QUAD   -  ANSONIA (1984)
 LX3647
 LX3647                         *CURRENT SURVEY CONTROL
 LX3647  ___________________________________________________________________
 LX3647* NAD 83(1996)-  41 16 57.74475(N)    073 03 31.50588(W)     ADJUSTED  
 LX3647* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 LX3647  ___________________________________________________________________
 LX3647  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LX3647  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX3647
 LX3647  HORZ ORDER  -  SECOND
 LX3647
 LX3647.The horizontal coordinates were established by classical geodetic methods
 LX3647.and adjusted by the National Geodetic Survey in August 1998..
 LX3647
 LX3647.The orthometric height was scaled from a topographic map.
 LX3647
 LX3647.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3647
 LX3647.The geoid height was determined by GEOID03.
 LX3647
 LX3647;                    North         East     Units Scale Factor Converg.
 LX3647;SPC CT       -   202,352.700   278,935.289   MT  0.99999268   -0 12 17.0
 LX3647;SPC CT       -   663,885.48    915,140.19   sFT  0.99999268   -0 12 17.0
 LX3647;UTM  18      - 4,571,958.353   662,566.466   MT  0.99992525   +1 16 51.8
 LX3647
 LX3647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3647!SPC CT       -   0.99999294  x   0.99999268  =   0.99998562
 LX3647!UTM  18      -   0.99999294  x   0.99992525  =   0.99991819
 LX3647
 LX3647|---------------------------------------------------------------------|
 LX3647| PID    Reference Object                     Distance      Geod. Az  |
 LX3647|                                                           dddmmss.s |
 LX3647| CB4194 PRINCESS RM 2                        22.250 METERS 06527     |
 LX3647| LX3687 STRATFORD BOOTHE EST CLOCK TWR      APPROX. 6.8 KM 2195346.7 |
 LX3647| LX3658 BROWN BARN CUPOLA                   APPROX. 3.0 KM 2233603.7 |
 LX3647| LX3656 WHITE HOUSE GREEN TRIM              APPROX. 3.0 KM 2252013.8 |
 LX3647| LX3641 AIRWAY BEACON                       APPROX. 3.0 KM 2731653.9 |
 LX3647| CB4193 PRINCESS RM 1                        30.210 METERS 34729     |
 LX3647|---------------------------------------------------------------------|
 LX3647
 LX3647                          SUPERSEDED SURVEY CONTROL
 LX3647
 LX3647  NAD 83(1992)-  41 16 57.74365(N)    073 03 31.50561(W) AD(       ) 2
 LX3647  NAD 83(1986)-  41 16 57.74620(N)    073 03 31.51196(W) AD(       ) 2
 LX3647  NAD 27      -  41 16 57.39800(N)    073 03 33.12600(W) AD(       ) 2
 LX3647
 LX3647.Superseded values are not recommended for survey control.
 LX3647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3647.See file dsdata.txt to determine how the superseded data were derived.
 LX3647
 LX3647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6256671958(NAD 83)
 LX3647
 LX3647  HISTORY     - Date     Condition        Report By
 LX3647  HISTORY     - 1934     MONUMENTED       CTGS
 LX3647
 LX3647                          STATION DESCRIPTION
 LX3647
 LX3647'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3647'GO S FROM DERBY-NEW HAVEN TURNPIKE ON TURKEY HILL ROAD (SASH
 LX3647'AND BLIND ROAD) 1.3 MILES TO FORK IN ROAD.  BEAR RIGHT 0.6
 LX3647'MILE TO POINT WHERE A TELEPHONE CABLE LINE PASSES OVER THE
 LX3647'ROAD.  FOLLOW THE POLE LINE EASTERLY TO THE FOURTEENTH POLE
 LX3647'FROM THE ROAD WHICH IS ON THE THIRD RIDGE.  PROCEED
 LX3647'SOUTHERLY THROUGH HEAVY WOODS ABOUT 200 METERS TO A HIGH LEDGE
 LX3647'OF ROCK.  STATION IS A STANDARD DISK SET IN THE HIGHEST PART
 LX3647'OF OUTCROP.  PRINCESS PINE AND LAUREL GROW IN PROFUSION.
 LX3647'STATION IS ON THE PROPERTY OF THE ASSOCIATED SEED GROWERS AND IS
 LX3647'IN THE TOWN OF ORANGE.
 LX3647'
 LX3647'REFERENCE MARKS NOS. 1 AND 2 ARE NORTHERLY FROM THE STATION
 LX3647'AND ARE SET IN BOULDERS.
 LX3647'
 LX3647'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7457 ***********************************************************************
 LX7457  DESIGNATION -  PRIORE
 LX7457  PID         -  LX7457
 LX7457  STATE/COUNTY-  CT/FAIRFIELD
 LX7457  USGS QUAD   -  STAMFORD (1984)
 LX7457
 LX7457                         *CURRENT SURVEY CONTROL
 LX7457  ___________________________________________________________________
 LX7457* NAD 83(1996)-  41 06 04.66901(N)    073 34 44.96657(W)     ADJUSTED  
 LX7457* NAVD 88     -        85.6    (meters)     281.     (feet)  VERTCON   
 LX7457  ___________________________________________________________________
 LX7457  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 LX7457  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX7457
 LX7457  HORZ ORDER  -  FIRST
 LX7457
 LX7457.The horizontal coordinates were established by classical geodetic methods
 LX7457.and adjusted by the National Geodetic Survey in August 1998..
 LX7457
 LX7457.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7457
 LX7457.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7457
 LX7457.The geoid height was determined by GEOID03.
 LX7457
 LX7457;                    North         East     Units Scale Factor Converg.
 LX7457;SPC CT       -   182,493.696   235,146.486   MT  1.00001144   -0 32 59.2
 LX7457;SPC CT       -   598,731.40    771,476.43   sFT  1.00001144   -0 32 59.2
 LX7457;SPC NY E     -   252,204.594   227,349.252   MT  0.99997361   +0 36 19.4
 LX7457;SPC NY E     -   827,441.24    745,895.00   sFT  0.99997361   +0 36 19.4
 LX7457;UTM  18      - 4,550,974.731   619,313.591   MT  0.99977521   +0 56 03.0
 LX7457
 LX7457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7457!SPC CT       -   0.99999132  x   1.00001144  =   1.00000276
 LX7457!SPC NY E     -   0.99999132  x   0.99997361  =   0.99996493
 LX7457!UTM  18      -   0.99999132  x   0.99977521  =   0.99976654
 LX7457
 LX7457|---------------------------------------------------------------------|
 LX7457| PID    Reference Object                     Distance      Geod. Az  |
 LX7457|                                                           dddmmss.s |
 LX7457| CR9132 PRIORE RM 1                                        00641     |
 LX7457| CR9133 PRIORE RM 2                          25.469 METERS 10217     |
 LX7457|---------------------------------------------------------------------|
 LX7457
 LX7457                          SUPERSEDED SURVEY CONTROL
 LX7457
 LX7457  NAD 83(1992)-  41 06 04.66804(N)    073 34 44.96645(W) AD(       ) 1
 LX7457  NAD 83(1986)-  41 06 04.67023(N)    073 34 44.96642(W) AD(       ) 1
 LX7457  NAD 83(1986)-  41 06 04.66919(N)    073 34 44.96600(W) AD(       ) 1
 LX7457  NGVD 29 (10/23/89)   86.0    (m)          282.     (f) VERT ANG       
 LX7457
 LX7457.Superseded values are not recommended for survey control.
 LX7457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7457.See file dsdata.txt to determine how the superseded data were derived.
 LX7457
 LX7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1931450975(NAD 83)
 LX7457_MARKER: DS = TRIANGULATION STATION DISK
 LX7457_SETTING: 80 = SET IN A BOULDER
 LX7457_SP_SET: PARTIALLY EXPOSED BOULDER
 LX7457_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7457+STABILITY: SURFACE MOTION
 LX7457
 LX7457  HISTORY     - Date     Condition        Report By
 LX7457  HISTORY     - 1983     MONUMENTED       NGS
 LX7457
 LX7457                          STATION DESCRIPTION
 LX7457
 LX7457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7457'THE STATION IS LOCATED ABOUT 7 KM (4.5 MI) NORTHWEST OF
 LX7457'DOWNTOWN STAMFORD, 1.6 KM (1.0 MI) WEST OF THE JUNCTION
 LX7457'OF STATE HIGHWAYS 15 AND 104,(MERRITT PARKWAY EXIT
 LX7457'34) AND 50 M (200 FT) NORTH OF HIGHWAY 15.
 LX7457'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX7457'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF OF BOUNDRY
 LX7457'AND GEODETIC SURVEY, WOLLCOTT HILL ROAD, WETHERSFIELD
 LX7457'CT 06109, PHONE 203-566-4638.
 LX7457'
 LX7457'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7457'HIGHWAYS 104 AND 15 (MERRITT PARKWAY, EXIT 34), GO
 LX7457'NORTH ON HIGHWAY 104 FOR 0.8 KM (0.5 MI) TO A PAVED ROAD
 LX7457'LEFT, MIDROCKS ROAD.  CONTINUE AHEAD FOR 0.9 KM (0.55 MI)
 LX7457'TO A PAVED ROAD LEFT, DEN ROAD.  TURN LEFT, WEST,
 LX7457'THEN SOUTHERLY, ON DEN ROAD FOR 2.05 KM (1.25 MI) TO
 LX7457'CROSS ROAD.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI)
 LX7457'TO A SHARP CURVE RIGHT AND A TRACK ROAD LEFT.  TURN LEFT AND
 LX7457'GO SOUTHEAST FOR 0.2 KM (0.1 MI) TO A LARGE CLEARING AND
 LX7457'THE STATION AT THE SOUTH EDGE OF THE CLEARING.
 LX7457'
 LX7457'THE STATION IS A STANDARD NGS DISK
 LX7457'STAMPED---PRIORE 1983---,
 LX7457'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1.0 METER
 LX7457'LARGEST DIMENSION.  IT IS LOCATED
 LX7457'31.42 METERS (103.1 FT) SOUTHWEST FROM A WITNESS POST,
 LX7457'25.63 METERS (84.1 FT) WEST-NORTHWEST FROM A WITNESS POST AND
 LX7457'5.7 METERS (18.7 FT) NORTH FROM THE CENTER OF THE TRACK ROAD.
 LX7457'
 LX7457'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7457'STAMPED---PRIORE NO 1 1983---,
 LX7457'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 0.3 METER
 LX7457'LARGEST DIMENSION.  IT IS LOCATED
 LX7457'1.14 METERS (3.7 FT) WEST-SOUTHWEST FROM A WITNESS POST
 LX7457'AND IN THE CENTER OF THE TRACK ROAD.
 LX7457'MARK IS LEVEL WITH STATION.
 LX7457'
 LX7457'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7457'STAMPED---PRIORE NO 2 1983---,
 LX7457'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7457'0.65 METER (2.1 FT) NORTH FROM A WITNESS POST AND JUST SOUTH OF A
 LX7457'FOOT PATH.
 LX7457'MARK IS LEVEL WITH STATION.
 LX7457'
 LX7457'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF HEAVY
 LX7457'BRUSH AND TREES ON LINE.
 LX7457'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7457'
 LX7457'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7458 ***********************************************************************
 LX7458  DESIGNATION -  PRISON
 LX7458  PID         -  LX7458
 LX7458  STATE/COUNTY-  CT/FAIRFIELD
 LX7458  USGS QUAD   -  DANBURY (1984)
 LX7458
 LX7458                         *CURRENT SURVEY CONTROL
 LX7458  ___________________________________________________________________
 LX7458* NAD 83(1996)-  41 26 05.18133(N)    073 28 05.15747(W)     ADJUSTED  
 LX7458* NAVD 88     -       232.1    (meters)     761.     (feet)  VERTCON   
 LX7458  ___________________________________________________________________
 LX7458  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 LX7458  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX7458
 LX7458  HORZ ORDER  -  SECOND
 LX7458
 LX7458.The horizontal coordinates were established by classical geodetic methods
 LX7458.and adjusted by the National Geodetic Survey in August 1998..
 LX7458
 LX7458.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7458
 LX7458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7458
 LX7458.The geoid height was determined by GEOID03.
 LX7458
 LX7458;                    North         East     Units Scale Factor Converg.
 LX7458;SPC CT       -   219,444.217   244,783.560   MT  0.99998462   -0 28 34.1
 LX7458;SPC CT       -   719,959.90    803,094.06   sFT  0.99998462   -0 28 34.1
 LX7458;SPC NY E     -   289,341.702   236,238.116   MT  0.99999150   +0 40 58.5
 LX7458;SPC NY E     -   949,281.90    775,057.89   sFT  0.99999150   +0 40 58.5
 LX7458;UTM  18      - 4,588,155.181   627,986.809   MT  0.99980159   +1 00 50.0
 LX7458
 LX7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7458!SPC CT       -   0.99996828  x   0.99998462  =   0.99995290
 LX7458!SPC NY E     -   0.99996828  x   0.99999150  =   0.99995978
 LX7458!UTM  18      -   0.99996828  x   0.99980159  =   0.99976988
 LX7458
 LX7458|---------------------------------------------------------------------|
 LX7458| PID    Reference Object                     Distance      Geod. Az  |
 LX7458|                                                           dddmmss.s |
 LX7458| LX3818 DANBURY US BUR OF PRISONS TANK      123.982 METERS 03055     |
 LX7458| CR9134 PRISON RM 1                          21.052 METERS 15235     |
 LX7458| LX7418 AIRPORT BCN DANBURY MUN APT         APPROX. 8.6 KM 1842551.5 |
 LX7458| CR9135 PRISON RM 2                           8.205 METERS 24811     |
 LX7458| LX7459 PRISON RM 3                         344.679 METERS 32933     |
 LX7458|---------------------------------------------------------------------|
 LX7458
 LX7458                          SUPERSEDED SURVEY CONTROL
 LX7458
 LX7458  NAD 83(1992)-  41 26 05.18083(N)    073 28 05.15731(W) AD(       ) 2
 LX7458  NAD 83(1986)-  41 26 05.18103(N)    073 28 05.15657(W) AD(       ) 2
 LX7458  NAD 83(1986)-  41 26 05.18092(N)    073 28 05.15652(W) AD(       ) 1
 LX7458  NGVD 29 (10/23/89)  232.3    (m)          762.     (f) VERT ANG       
 LX7458
 LX7458.Superseded values are not recommended for survey control.
 LX7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7458.See file dsdata.txt to determine how the superseded data were derived.
 LX7458
 LX7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2798788155(NAD 83)
 LX7458_MARKER: DS = TRIANGULATION STATION DISK
 LX7458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7458+STABILITY: SURFACE MOTION
 LX7458
 LX7458  HISTORY     - Date     Condition        Report By
 LX7458  HISTORY     - 1983     MONUMENTED       NGS
 LX7458
 LX7458                          STATION DESCRIPTION
 LX7458
 LX7458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7458'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH-NORTHWEST
 LX7458'OF DANBURY, JUST EAST OF STATE HIGHWAY 37 AND ON THE GROUNDS
 LX7458'OF THE FEDERAL CORRECTIONAL INSTITUTION NEAR THE SOUTHWEST
 LX7458'CORNER.
 LX7458'OWNERSHIP--FEDERAL CORRECTIONAL INSTITUTION, WARDEN ROBERT
 LX7458'GUNNELL, PEMBROOK STATION, DANBURY CT 06810, PHONE 203-743-6471.
 LX7458'
 LX7458'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84
 LX7458'AND STATE HIGHWAY 37 ON THE NORTH SIDE OF DANBURY, GO NORTHERLY
 LX7458'ON HIGHWAY 37 FOR 4.0 KM (2.5 MI) TO THE PRISION ENTRANCE ON
 LX7458'THE RIGHT.  TURN RIGHT, AND GO EAST AND SOUTH ON THE PAVED
 LX7458'ROAD FOR 0.6 KM (0.4 MI) TO THE MAIN BUILDING ENTRANCE
 LX7458'ON THE LEFT, GET PERMISSION HERE TO PROCEED.  CONTINUE WEST
 LX7458'FOR 0.1 KM (0.05 MI) TO WHERE ROAD TURNS LEFT, SOUTH AND
 LX7458'REFERENCE MARK 3.  TURN LEFT, SOUTH AND GO 0.3 KM (0.2 MI) TO
 LX7458'AN ACCESS ROAD ON THE RIGHT AND A GATE ON THE LEFT.  CONTINUE
 LX7458'AHEAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 LX7458'
 LX7458'THE STATION IS A STANDARD NGS DISK
 LX7458'STAMPED---PRISON 1983---,
 LX7458'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7458'FLUSH WITH GROUND.  IT IS LOCATED
 LX7458'14.78 METERS (48.5 FT) WEST FROM THE CENTER OF A PAVED ROAD AND
 LX7458'26.52 METERS (87.0 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER
 LX7458'OF A BLOCK BUILDING.
 LX7458'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7458'STAMPED---PRISION 1983---,
 LX7458'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7458'
 LX7458'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7458'STAMPED---PRISION NO 1 1983---,
 LX7458'SET IN A DRILL HOLE IN BEDROCK 70 CM BELOW THE GROUND.
 LX7458'IT IS LOCATED
 LX7458'15.4 METERS (50.5 FT) WEST FROM THE CENTER OF THE PAVED ROAD,
 LX7458'11.58 METERS (38.0 FT) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 LX7458'BLOCK BUILDING,
 LX7458'5.85 METERS (19.2 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 LX7458'BLOCK BUILDING AND
 LX7458'5.55 METERS (18.2 FT) NORTH-NORTHWEST FROM THE NORTH FACE OF THE
 LX7458'BLOCK BUILDING.
 LX7458'MARK IS BELOW STATION 0.8 METER.
 LX7458'
 LX7458'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7458'STAMPED---PRISION NO 2 1983---,
 LX7458'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7458'FLUSH WITH GROUND.  IT IS LOCATED
 LX7458'27.74 METERS (91.0 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE
 LX7458'BLOCK BUILDING AND
 LX7458'22.4 METERS (73.5 FT) WEST FROM THE CENTER OF THE PAVED ROAD.
 LX7458'MARK IS BELOW STATION 0.5 METER.
 LX7458'
 LX7458'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7458'STAMPED---PRISION NO 3 1983---,
 LX7458'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7458'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX7458'10.36 METERS (34.0 FT) WEST FROM A PARKING SIGN READING PARKING D
 LX7458'LOT,
 LX7458'4.27 METERS (14.0 FT) EAST FROM A WITNESS SIGN AND
 LX7458'1.37 METERS (4.5 FT) SOUTH FROM THE SOUTHWEST CORNER CURB OF
 LX7458'THE PARKING LOT.
 LX7458'MARK IS LEVEL WITH STATION.
 LX7458'
 LX7458'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX7458'
 LX7458'DESCRIBED BY J.N. LEONHARDT, CHECKED BY E.D. WEGNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7459 ***********************************************************************
 LX7459  DESIGNATION -  PRISON RM 3
 LX7459  PID         -  LX7459
 LX7459  STATE/COUNTY-  CT/FAIRFIELD
 LX7459  USGS QUAD   -  DANBURY (1984)
 LX7459
 LX7459                         *CURRENT SURVEY CONTROL
 LX7459  ___________________________________________________________________
 LX7459* NAD 83(1996)-  41 26 14.81215(N)    073 28 12.68305(W)     ADJUSTED  
 LX7459* NAVD 88     -       233.     (meters)     764.     (feet)  VERTCON   
 LX7459  ___________________________________________________________________
 LX7459  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 LX7459  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX7459
 LX7459  HORZ ORDER  -  SECOND
 LX7459
 LX7459.The horizontal coordinates were established by classical geodetic methods
 LX7459.and adjusted by the National Geodetic Survey in August 1998..
 LX7459
 LX7459.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7459
 LX7459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7459
 LX7459.The geoid height was determined by GEOID03.
 LX7459
 LX7459;                    North         East     Units Scale Factor Converg.
 LX7459;SPC CT       -   219,742.773   244,611.326   MT  0.99998454   -0 28 39.1
 LX7459;SPC CT       -   720,939.41    802,528.99   sFT  0.99998454   -0 28 39.1
 LX7459;SPC NY E     -   289,636.715   236,059.877   MT  0.99999112   +0 40 53.7
 LX7459;SPC NY E     -   950,249.79    774,473.11   sFT  0.99999112   +0 40 53.7
 LX7459;UTM  18      - 4,588,449.104   627,806.903   MT  0.99980102   +1 00 45.2
 LX7459
 LX7459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7459!SPC CT       -   0.99996812  x   0.99998454  =   0.99995266
 LX7459!SPC NY E     -   0.99996812  x   0.99999112  =   0.99995924
 LX7459!UTM  18      -   0.99996812  x   0.99980102  =   0.99976914
 LX7459
 LX7459                          SUPERSEDED SURVEY CONTROL
 LX7459
 LX7459  NAD 83(1992)-  41 26 14.81165(N)    073 28 12.68290(W) AD(       ) 2
 LX7459  NAD 83(1986)-  41 26 14.81192(N)    073 28 12.68207(W) AD(       ) 2
 LX7459  NAD 83(1986)-  41 26 14.81179(N)    073 28 12.68200(W) AD(       ) 2
 LX7459  NGVD 29 (10/23/89)  233.     (m)          764.     (f) VERT ANG       
 LX7459
 LX7459.Superseded values are not recommended for survey control.
 LX7459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7459.See file dsdata.txt to determine how the superseded data were derived.
 LX7459
 LX7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2780788449(NAD 83)
 LX7459_MARKER: DR = REFERENCE MARK DISK
 LX7459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7459_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7459+STABILITY: SURFACE MOTION
 LX7459
 LX7459  HISTORY     - Date     Condition        Report By
 LX7459  HISTORY     - 1983     MONUMENTED       NGS
 LX7459
 LX7459                          STATION DESCRIPTION
 LX7459
 LX7459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7459'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTH-NORTHWEST
 LX7459'OF DANBURY, JUST EAST OF STATE HIGHWAY 37 AND ON THE GROUNDS
 LX7459'OF THE FEDERAL CORRECTIONAL INSTITUTION NEAR THE MAIN BUILDING.
 LX7459'OWNERSHIP--FEDERAL CORRECTIONAL INSTITUTION, WARDEN ROBERT
 LX7459'GUNNELL, PEMBROOK STATION, DANBURY CT 06810, PHONE 203-743-6471.
 LX7459'
 LX7459'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84
 LX7459'AND STATE HIGHWAY 37 ON THE NORTH SIDE OF DANBURY, GO NORTHERLY
 LX7459'ON HIGHWAY 37 FOR 4.0 KM (2.5 MI) TO THE PRISION ENTRANCE ON
 LX7459'THE RIGHT.  TURN RIGHT, AND GO EAST AND SOUTH ON THE PAVED
 LX7459'ROAD FOR 0.6 KM (0.4 MI) TO THE MAIN BUILDING ENTRANCE ON
 LX7459'THE LEFT, GET PRERMISSION HERE TO PROCEED.  CONTINUE WEST
 LX7459'FOR 0.1 KM (0.05 MI) TO WHERE ROAD TURNS LEFT, SOUTH AND
 LX7459'STATION AS DESCRIBED.
 LX7459'
 LX7459'THE STATION IS A STANDARD NGS REFERENCE DISK DISK
 LX7459'STAMPED---PRISION NO 3 1983---,
 LX7459'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7459'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX7459'10.36 METERS (34.0 FT) WEST FROM A PARKING SIGN READING PARKING D
 LX7459'LOT,
 LX7459'4.27 METERS (14.0 FT) EAST FROM A WITNESS SIGN AND
 LX7459'1.37 METERS (4.5 FT) SOUTH FROM THE SOUTHWEST CORNER CURB OF THE
 LX7459'PARKING LOT.
 LX7459'
 LX7459'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 LX7459'
 LX7459'AN EDM TRAVERSE TIE WAS MADE TO STATION PRISION.
 LX7459'
 LX7459'DESCRIBED BY J.N. LEONHARDT, CHECKED BY E.D. WEGNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6202 ***********************************************************************
 LX6202  DESIGNATION -  PRITCHARD
 LX6202  PID         -  LX6202
 LX6202  STATE/COUNTY-  CT/NEW HAVEN
 LX6202  USGS QUAD   -  CLINTON (1984)
 LX6202
 LX6202                         *CURRENT SURVEY CONTROL
 LX6202  ___________________________________________________________________
 LX6202* NAD 83(1996)-  41 17 49.02836(N)    072 36 39.16854(W)     ADJUSTED  
 LX6202* NAVD 88     -        40.9    (meters)     134.     (feet)  VERTCON   
 LX6202  ___________________________________________________________________
 LX6202  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX6202  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX6202
 LX6202  HORZ ORDER  -  FIRST
 LX6202
 LX6202.The horizontal coordinates were established by classical geodetic methods
 LX6202.and adjusted by the National Geodetic Survey in August 1998..
 LX6202
 LX6202.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6202
 LX6202.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6202
 LX6202.The geoid height was determined by GEOID03.
 LX6202
 LX6202;                    North         East     Units Scale Factor Converg.
 LX6202;SPC CT       -   203,897.951   316,452.691   MT  0.99999163   +0 05 32.1
 LX6202;SPC CT       -   668,955.19  1,038,228.54   sFT  0.99999163   +0 05 32.1
 LX6202;SPC NY L     -   126,440.967   416,345.802   MT  1.00002527   +0 54 31.0
 LX6202;SPC NY L     -   414,831.74  1,365,961.19   sFT  1.00002527   +0 54 31.0
 LX6202;UTM  18      - 4,574,475.639   700,031.723   MT  1.00009246   +1 34 38.1
 LX6202
 LX6202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6202!SPC CT       -   0.99999831  x   0.99999163  =   0.99998994
 LX6202!SPC NY L     -   0.99999831  x   1.00002527  =   1.00002358
 LX6202!UTM  18      -   0.99999831  x   1.00009246  =   1.00009077
 LX6202
 LX6202:                Primary Azimuth Mark                     Grid Az
 LX6202:SPC CT       -  DEER                                     004 55 12.3
 LX6202:SPC NY L     -  DEER                                     004 06 13.4
 LX6202:UTM  18      -  DEER                                     003 26 06.3
 LX6202
 LX6202|---------------------------------------------------------------------|
 LX6202| PID    Reference Object                     Distance      Geod. Az  |
 LX6202|                                                           dddmmss.s |
 LX6202| LX6217 DEER                                APPROX. 6.3 KM 0050044.4 |
 LX6202| LX6216 KILLINGWORTH ST POLICE MAST         APPROX. 4.9 KM 0105220.4 |
 LX6202| LX6203 MADISON CONG CHURCH TOWER           APPROX. 2.0 KM 1610114.6 |
 LX6202| LX6200 MADISON BEACH YACHT CLUB CHIM       APPROX. 3.1 KM 1643354.4 |
 LX6202| LX6237 DEFOREST AND HOTCHKISS CUPOLA       APPROX. 2.5 KM 2342941.1 |
 LX6202| CZ7792 PRITCHARD RM 1                       13.489 METERS 23500     |
 LX6202| LX6276 GUILFORD WEST STANDPIPE             APPROX. 7.9 KM 2425635.0 |
 LX6202| LX6265 GUILFORD STANDPIPE                  APPROX. 4.1 KM 2563903.6 |
 LX6202| CZ7793 PRITCHARD RM 2 AZIMUTH                             2914822.8 |
 LX6202| CZ7794 PRITCHARD RM 3                       11.782 METERS 34233     |
 LX6202| LX6236 NORTHAMS HOUSE                      APPROX. 5.4 KM 3444250.0 |
 LX6202|---------------------------------------------------------------------|
 LX6202
 LX6202                          SUPERSEDED SURVEY CONTROL
 LX6202
 LX6202  NAD 83(1992)-  41 17 49.02748(N)    072 36 39.16835(W) AD(       ) 1
 LX6202  NAD 83(1986)-  41 17 49.02962(N)    072 36 39.17142(W) AD(       ) 1
 LX6202  NAD 27      -  41 17 48.68300(N)    072 36 40.83400(W) AD(       ) 1
 LX6202  NGVD 29 (07/19/86)   41.2    (m)          135.     (f) VERT ANG       
 LX6202
 LX6202.Superseded values are not recommended for survey control.
 LX6202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6202.See file dsdata.txt to determine how the superseded data were derived.
 LX6202
 LX6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0003274476(NAD 83)
 LX6202_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6202_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6202+STABILITY: SURFACE MOTION
 LX6202
 LX6202  HISTORY     - Date     Condition        Report By
 LX6202  HISTORY     - 1933     MONUMENTED       CGS
 LX6202  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6202  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6202
 LX6202                          STATION DESCRIPTION
 LX6202
 LX6202'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6202'THIS STATION IS LOCATED ON GREEN HILL ON THE PROPERTY OF
 LX6202'C.F. PRITCHARD.  TO APPROACH FROM MADISON--TURN OFF POST ROAD, AT
 LX6202'MADISON PUBLIC LIBRARY, ON ROAD LEADING TO NORTH MADISON, DURHAM
 LX6202'AND MIDDLETOWN (ROUTE 79).  GO 2.0 MILES TO CROSSROADS.  TURN
 LX6202'LEFT AND GO 0.4 MILE TO CROSS WOOD ROAD.  TURN LEFT, GO 0.3
 LX6202'MILE.  FROM THIS POINT FOLLOW A STONE FENCE WESTERLY ABOUT 76
 LX6202'METERS TO THE TOP OF A SMALL ROCKY HILL.  THE STATION IS ABOUT
 LX6202'16 METERS NORTHERLY OF THIS FENCE.
 LX6202'
 LX6202'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6202'CONCRETE AS DESCRIBED IN NOTES 1A, AND 7A.  REFERENCE MARK
 LX6202'NO. 1, AND REFERENCE MARK NO.3 ARE STANDARD BRONZE DISKS SET IN
 LX6202'A BOULDER AS DESCRIBED IN NOTES 12C.  REFERENCE MARK NO.2 IS A
 LX6202'STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK AS DESCRIBED IN
 LX6202'NOTE 12A.
 LX6202'
 LX6202'REFERENCE MARK NO. 1 IS IN AN EMBEDDED BOULDER THAT PROJECTS ABOUT
 LX6202'A FOOT ABOVE THE GROUND.  IT BEARS S 68 DEG W (MAGNETIC).
 LX6202'
 LX6202'REFERENCE MARK NO. 2 IS IN AN OUTCROPPING LEDGE NEAR A SUMMER
 LX6202'HOUSE ON THE NEXT BARE HILL TO THE NORTHWESTWARD.  THIS HILL IS
 LX6202'ALSO THE NEXT EASTERLY FROM PRITCHARDS HOUSE.  IT BEARS N 50 DEG
 LX6202'W (MAGNETIC).
 LX6202'
 LX6202'REFERENCE MARK NO. 3 IS IN A SMALL EMBEDDED BOULDER.  IT BEARS N
 LX6202'5 DEG W (MAGNETIC).
 LX6202'
 LX6202'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LX6202
 LX6202                          STATION RECOVERY (1961)
 LX6202
 LX6202'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6202'THE STATION AND REFERENCE MARKS 1,2 AND 3 WERE RECOVERED IN GOOD
 LX6202'CONDITION.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS
 LX6202'COMPLETE AND ADEQUATE FOR RECOVERY.
 LX6202
 LX6202                          STATION RECOVERY (1976)
 LX6202
 LX6202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6202'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE
 LX6202'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT
 LX6202'RECOVERED.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND SMALLER
 LX6202'BY 01 MINUTE AND 40.3 SECONDS AND THE DISTANCE TO BE SHORTER BY
 LX6202'0.131 OF A METER.  THIS MEASUREMENT WAS MADE AROUND A 6-INCH
 LX6202'TREE ON BOTH SIDES AND THE TWO MEASUREMENT WAS MEANED.  THE
 LX6202'DIRECTION TO REFERENCE MARK 3 CHECKED THE 1934 DATA BUT THE
 LX6202'DISTANCE WAS FOUND SHORTER BY 0.048 OF A METER.  A COMPLETE
 LX6202'NEW DESCRIPTION FOLLOWS.
 LX6202'
 LX6202'THE STATION IS ABOUT 1-1/2 MILES NORTHWEST OF MADISON, 1 MILE
 LX6202'NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LX6202'HIGHWAY 79, 1/2 MILE NORTH OF INTERSTATE HIGHWAY 95, JUST WEST
 LX6202'OF RIDGE ROAD AND ON PROPERTY OWNED BY MR. WILLIAM J. MOFFITT,
 LX6202'87 RIDGE ROAD, MADISON, CONNECTICUT, PHONE NUMBER 245-1161.
 LX6202'
 LX6202'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LX6202'AND STATE HIGHWAY 79 ABOUT 1 MILE NORTH OF MADISON, GO NORTH ON
 LX6202'HIGHWAY 79 FOR 1.0 MILE TO THE JUNCTION OF GREEN HILL ROAD.
 LX6202'TURN LEFT AND GO WEST ON GREEN HILL ROAD FOR 0.4 MILE TO THE
 LX6202'JUNCTION OF RIDGE ROAD.  TURN LEFT AND GO SOUTH ON RIDGE ROAD
 LX6202'FOR 0.3 MILE TO A SHARP CURVE TO THE LEFT AND THE STATION ON
 LX6202'THE RIGHT ON A SMALL HILL BEHIND MR. MOFFITT HOME.
 LX6202'
 LX6202'THE STATION MARKS, STAMPED---PRITCHARD 1933---, ARE STANDARD
 LX6202'DISKS.  THE SURFACE MARK IS SET IN TOP OF A SQUARE CONCRETE
 LX6202'POST WHICH IS FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND
 LX6202'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE AND THE DEPTH IS
 LX6202'NOT KNOWN.  THEY ARE 39 FEET SOUTH OF A WIRE FENCE, 22.5 FEET
 LX6202'NORTH OF A 14-INCH OAK TREE, 17 FEET EAST OF AN 18-INCH OAK
 LX6202'TREE, APPROXIMATELY 100 FEET SOUTH OF A SWIMMING POOL AND 200
 LX6202'FEET WEST OF MR. MOFFITT HOUSE.
 LX6202'
 LX6202'REFERENCE MARK 1, STAMPED---PRITCHARD NO 1 1933---, IS A
 LX6202'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX6202'PROJECTS ABOUT 3 FEET ON THE WEST SIDE AND 1 FOOT ON THE EAST
 LX6202'SIDE.  IT IS 29 FEET SOUTHWEST OF AN 18-INCH OAK TREE AND 4.5
 LX6202'FEET WEST-SOUTHWEST OF AN 8-INCH OAK TREE.
 LX6202'
 LX6202'REFERENCE MARK 3, STAMPED---PRITCHARD N0 3 1933---, IS A
 LX6202'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX6202'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 41
 LX6202'FEET NORTH OF AN 18-INCH OAK TREE, 0.5 FEET SOUTH OF A WIRE
 LX6202'FENCE AND APPROXIMATELY 50 FEET SOUTH OF THE SWIMMING POOL.
 LX6202'
 LX6202'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK AND NO
 LX6202'MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO TREES
 LX6202'AND BRUSH ON LINE.
 LX6202'
 LX6202'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.5 METERS.
 LX6202'DESCRIBED BY EDWARD L. WORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5431 ***********************************************************************
 LX5431  DESIGNATION -  PROCTER
 LX5431  PID         -  LX5431
 LX5431  STATE/COUNTY-  CT/NEW LONDON
 LX5431  USGS QUAD   -  NIANTIC (1983)
 LX5431
 LX5431                         *CURRENT SURVEY CONTROL
 LX5431  ___________________________________________________________________
 LX5431* NAD 83(1996)-  41 17 11.19938(N)    072 12 39.72085(W)     ADJUSTED  
 LX5431* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5431  ___________________________________________________________________
 LX5431  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LX5431  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX5431
 LX5431  HORZ ORDER  -  THIRD
 LX5431
 LX5431.The horizontal coordinates were established by classical geodetic methods
 LX5431.and adjusted by the National Geodetic Survey in August 1998..
 LX5431
 LX5431.The orthometric height was scaled from a topographic map.
 LX5431
 LX5431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5431
 LX5431.The geoid height was determined by GEOID03.
 LX5431
 LX5431;                    North         East     Units Scale Factor Converg.
 LX5431;SPC CT       -   202,862.362   349,949.129   MT  0.99999240   +0 21 26.5
 LX5431;SPC CT       -   665,557.60  1,148,124.77   sFT  0.99999240   +0 21 26.5
 LX5431;UTM  18      - 4,574,308.057   733,550.034   MT  1.00027134   +1 50 27.8
 LX5431
 LX5431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5431!SPC CT       -   1.00000469  x   0.99999240  =   0.99999709
 LX5431!UTM  18      -   1.00000469  x   1.00027134  =   1.00027604
 LX5431
 LX5431|---------------------------------------------------------------------|
 LX5431| PID    Reference Object                     Distance      Geod. Az  |
 LX5431|                                                           dddmmss.s |
 LX5431| CS5355 PROCTER RM 3                         13.135 METERS 03346     |
 LX5431| CZ7796 PROCTER RM 2                         31.385 METERS 12854     |
 LX5431| LX5824 HATCHETT                            APPROX. 4.3 KM 2643555.8 |
 LX5431| CZ7795 PROCTER RM 1                         11.850 METERS 34155     |
 LX5431|---------------------------------------------------------------------|
 LX5431
 LX5431                          SUPERSEDED SURVEY CONTROL
 LX5431
 LX5431  NAD 83(1992)-  41 17 11.19819(N)    072 12 39.72042(W) AD(       ) 3
 LX5431  NAD 83(1986)-  41 17 11.20018(N)    072 12 39.72512(W) AD(       ) 3
 LX5431  NAD 27      -  41 17 10.85100(N)    072 12 41.46400(W) AD(       ) 3
 LX5431
 LX5431.Superseded values are not recommended for survey control.
 LX5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5431.See file dsdata.txt to determine how the superseded data were derived.
 LX5431
 LX5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3355074308(NAD 83)
 LX5431_MARKER: DS = TRIANGULATION STATION DISK
 LX5431_SETTING: 80 = SET IN A BOULDER
 LX5431_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5431+STABILITY: SURFACE MOTION
 LX5431
 LX5431  HISTORY     - Date     Condition        Report By
 LX5431  HISTORY     - 1934     MONUMENTED       CGS
 LX5431  HISTORY     - 1968     GOOD             CGS
 LX5431  HISTORY     - 1983     GOOD             USPSQD
 LX5431  HISTORY     - 1984     GOOD             NGS
 LX5431  HISTORY     - 1989     GOOD             USPSQD
 LX5431
 LX5431                          STATION DESCRIPTION
 LX5431
 LX5431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5431'THE STATION IS LOCATED ON THE W SIDE OF BLACK POINT ABOUT 600
 LX5431'FEET N OF THE END OF THE POINT.  IT IS A STANDARD DISC SET IN A
 LX5431'BOULDER ABOUT 3 METERS OFF-SHORE AND IN FRONT OF E.S. PROCTERS
 LX5431'SUMMER HOME.
 LX5431'
 LX5431'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A BOULDER WHICH
 LX5431'IS ALSO SURROUNDED AT HIGH WATER, AND IS N OF THE
 LX5431'STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN A
 LX5431'CONCRETE RETAINING WALL S OF THE STATION AND IN FRONT OF THE
 LX5431'SUMMER HOME OF W.H. SCOVILLE.
 LX5431'
 LX5431'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5431
 LX5431                          STATION RECOVERY (1968)
 LX5431
 LX5431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5431'RECOVERED AS DESCRIBED.
 LX5431
 LX5431                          STATION RECOVERY (1983)
 LX5431
 LX5431'RECOVERY NOTE BY US POWER SQUADRON 1983 (HJW)
 LX5431'PROCTER 1934 RECOVERED FAIR.
 LX5431'
 LX5431'PROCTER NO 2 1934 RECOVERED FAIR.
 LX5431'
 LX5431'PROCTER NO 1 1934 RECOVERED FAIR.
 LX5431'
 LX5431'THE CEMENT MATERIAL IS MISSING FROM ALL THREE DISC.  THEY ARE
 LX5431'SOUNDLY MOUNTED NOW BUT IT APPEARS THAT SHORTLY THEY COULD
 LX5431'DETERIORATE TO THE POINT WHERE THEY COULD BE REMOVED BY MAN OR
 LX5431'WEATHER.  THE DISTANCE TO RM 1 WAS FOUND TO BE 38 FEET 6
 LX5431'INCHES.  WAVE ACTION HAS APPARENTLY MOVED IT.  PROPERTY NOW OWNED
 LX5431'BY DR. DAVID D. THOMPSON JR.
 LX5431
 LX5431                          STATION RECOVERY (1984)
 LX5431
 LX5431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LX5431'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 LX5431'REFERENCE MARK 1 WAS DESTROYED BY WAVE ACTION.  THE DISK WAS
 LX5431'RECLAIMED.  A LONGER DISTANCE OF 0.02 FT WAS NOTED TO REFERENCE MARK
 LX5431'2.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW DESRIPTION
 LX5431'FOLLOWS.
 LX5431'
 LX5431'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTH-SOUTHWEST OF NIANTIC,
 LX5431'ON THE WEST SIDE OF BLACK POINT, ALONG THE EDGE OF THE WATER ABOUT 600
 LX5431'FT NORTH OF THE POINT AND 300 FT WEST-NORTHWEST OF THE
 LX5431'INTERSECTION OF OLD BLACK POINT ROAD AND  THE MOST SOUTHERN EAST-WEST
 LX5431'ROAD.  THE OWNER OF THE PROPERTY YOU CROSS TO THE POINT IS DR DAVID
 LX5431'D. THOMPSON, JR.
 LX5431'
 LX5431'THE STATION IS LOCATED 1030 FT (31.4 M) WNW OF THE 6-INCH PIPE AT
 LX5431'REFERENCE MARK 2, 36.8 FT (11.2 M) W OF THE WEST EDGE OF THE
 LX5431'SEAWALL, AND 6.0 FT (1.8 M) N OF THE PROJECTED NORTH END OF
 LX5431'HOUSE NUMBER 263.
 LX5431'
 LX5431'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BLACK
 LX5431'POINT ROAD, IN THE WEST SECTION OF NIANTIC, GO SOUTHWEST ON BLACK
 LX5431'POINT ROAD FOR 1.6 KM (1.0 MI) TO A FORK.  TAKE THE RIGHT FORK AND
 LX5431'GO WEST AND SOUTH ON OLD BLACK POINT ROAD FOR 3.2 KM (2.0 MI) TO
 LX5431'HOUSE NUMBER 263 ON THE RIGHT AND THE STATION ALONG THE WATER, IN
 LX5431'BACK OF THE HOUSE.
 LX5431'
 LX5431'THE STATION IS A STANDARD NGS DISK STAMPED--PROCTER 1934--CEMENTED IN
 LX5431'A DRILL HOLE IN A 6 BY 10 FT BOULDER THAT PROJECTS 1.2 METERS (4 FT).
 LX5431'
 LX5431'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED--PROCTER NO 2
 LX5431'1934--CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL AND
 LX5431'1.8 METERS (6 FT) HIGHER THAN THE STATION.
 LX5431'THE MARK IS LOCATED 105.0 FT (32.0 M) WSW OF THE SOUTHWEST CORNER
 LX5431'OF HOUSE NUMBER 263, AND 1.5 FT (0.5 M) E OF A 6-INCH SEWER PIPE THAT
 LX5431'PROJECTS 2 FEET ABOVE THE SEAWALL.
 LX5431'
 LX5431'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--PROCTER 1934 NO 3
 LX5431'1984--CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE SEAWALL AND
 LX5431'2.0 METERS (6.5 FT) HIGHER THAN THE STATION.
 LX5431'THE MARK IS LOCATED 108.0 FT (32.9 M) WNW OF THE NORTHWEST CORNER
 LX5431'OF THE HOUSE NUMBERED 263 AND 27.0 FT (8.2 M) N OF THE PROJECTED
 LX5431'NORTH END OF THE HOUSE.
 LX5431
 LX5431                          STATION RECOVERY (1989)
 LX5431
 LX5431'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3581 ***********************************************************************
 LW3581  DESIGNATION -  PROSPECT
 LW3581  PID         -  LW3581
 LW3581  STATE/COUNTY-  CT/NEW LONDON
 LW3581  USGS QUAD   -  JEWETT CITY (1984)
 LW3581
 LW3581                         *CURRENT SURVEY CONTROL
 LW3581  ___________________________________________________________________
 LW3581* NAD 83(1996)-  41 32 13.70703(N)    071 58 52.67472(W)     ADJUSTED  
 LW3581* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 LW3581  ___________________________________________________________________
 LW3581  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LW3581  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW3581
 LW3581  HORZ ORDER  -  SECOND
 LW3581
 LW3581.The horizontal coordinates were established by classical geodetic methods
 LW3581.and adjusted by the National Geodetic Survey in August 1998..
 LW3581
 LW3581.The orthometric height was scaled from a topographic map.
 LW3581
 LW3581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3581
 LW3581.The geoid height was determined by GEOID03.
 LW3581
 LW3581;                    North         East     Units Scale Factor Converg.
 LW3581;SPC CT       -   230,849.322   368,945.625   MT  0.99998314   +0 30 34.9
 LW3581;SPC CT       -   757,378.15  1,210,449.10   sFT  0.99998314   +0 30 34.9
 LW3581;SPC RI       -    50,511.368    59,836.578   MT  1.00001359   -0 19 09.0
 LW3581;SPC RI       -   165,719.38    196,313.84   sFT  1.00001359   -0 19 09.0
 LW3581;UTM  19      - 4,602,680.163   251,301.057   MT  1.00036122   -1 58 40.5
 LW3581;UTM  18      - 4,602,788.607   751,819.434   MT  1.00038045   +2 00 10.0
 LW3581
 LW3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3581!SPC CT       -   0.99998880  x   0.99998314  =   0.99997194
 LW3581!SPC RI       -   0.99998880  x   1.00001359  =   1.00000239
 LW3581!UTM  19      -   0.99998880  x   1.00036122  =   1.00035001
 LW3581!UTM  18      -   0.99998880  x   1.00038045  =   1.00036924
 LW3581
 LW3581:                Primary Azimuth Mark                     Grid Az
 LW3581:SPC CT       -  PROSPECT AZ MK                           076 35 33.0
 LW3581:SPC RI       -  PROSPECT AZ MK                           077 25 16.9
 LW3581:UTM  19      -  PROSPECT AZ MK                           079 04 48.4
 LW3581:UTM  18      -  PROSPECT AZ MK                           075 05 57.9
 LW3581
 LW3581|---------------------------------------------------------------------|
 LW3581| PID    Reference Object                     Distance      Geod. Az  |
 LW3581|                                                           dddmmss.s |
 LW3581| CB8421 PROSPECT AZ MK                                     0770607.9 |
 LW3581| CB8422 PROSPECT RM 1                        39.837 METERS 11759     |
 LW3581| CB8423 PROSPECT RM 2                        18.422 METERS 19236     |
 LW3581|---------------------------------------------------------------------|
 LW3581
 LW3581                          SUPERSEDED SURVEY CONTROL
 LW3581
 LW3581  NAD 83(1992)-  41 32 13.70597(N)    071 58 52.67392(W) AD(       ) 2
 LW3581  NAD 83(1986)-  41 32 13.70628(N)    071 58 52.67570(W) AD(       ) 2
 LW3581  NAD 27      -  41 32 13.34891(N)    071 58 54.40570(W) AD(       ) 2
 LW3581
 LW3581.Superseded values are not recommended for survey control.
 LW3581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3581.See file dsdata.txt to determine how the superseded data were derived.
 LW3581
 LW3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5130102680(NAD 83)
 LW3581_MARKER: Z = SEE DESCRIPTION
 LW3581_SETTING: 0 = UNSPECIFIED SETTING
 LW3581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3581
 LW3581  HISTORY     - Date     Condition        Report By
 LW3581  HISTORY     - 1940     MONUMENTED       CTGS
 LW3581  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LW3581
 LW3581                          STATION DESCRIPTION
 LW3581
 LW3581'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LW3581'THE STATION IS A STANDARD DISK STAMPED PROSPECT-1940 CEMENTED
 LW3581'IN A DRILL HOLE IN OUTCROPPING BEDROCK 3-1/2 FEET BY 2 FEET AND
 LW3581'8 INCHES HIGH, ON THE SUMMIT OF PROSPECT HILL WHICH IS 1/2
 LW3581'MILE NW OF PRESTON CITY, 5 MILES EAST OF NORWICH, AND 5 MILES SE
 LW3581'OF JEWITT CITY, ON PROPERTY OF C. W. WOODMANSEE.
 LW3581'
 LW3581'TO REACH FROM THE INTERSECTION OF ROUTES 164 AND 165 IN PRESTON,
 LW3581'GO WEST ON ROUTE 165 (TOWARDS NORWICH) 0.9 MILE TO THE WOODMANSEE
 LW3581'HOME ON THE RIGHT (N).  TURN RIGHT INTO THE DRIVE JUST WEST OF
 LW3581'THE HOUSE AND PROCEED DUE NORTH, FOR ABOUT 0.6 MILE TO WHITE
 LW3581'COTTAGE.  TURN RIGHT AT THIS COTTAGE AND PROCEED EAST 1/2 MILE TO
 LW3581'THE STATION AT THE TOP OF THE HILL 65 FEET NW OF BARWAY IN STONE
 LW3581'WALL THAT RUNS N-S OVER SUMMIT OF HILL.
 LW3581'
 LW3581'AZIMUTH MARK IS A STANDARD DISK STAMPED PROSPECT-1940 CEMENTED
 LW3581'IN DRILL HOLE IN BOULDER 2 FEET BY 1-1/2 FEET AND 1 FOOT HIGH, 1
 LW3581'FOOT WEST OF WIRE FENCE ON EAST SIDE OF ROUTE 164 0.7 MILE NORTH
 LW3581'OF INTERSECTION OF ROUTES 164 AND 165.  MARK IS 0.4 MILE ENE OF
 LW3581'STATION.
 LW3581'
 LW3581'R.M. 1 IS A STANDARD DISK STAMPED PROSPECT-1940-NO. 1 CEMENTED
 LW3581'IN A DRILL HOLE IN A FLAT OUTCROPPING BEDROCK 3 FEET SQUARE, 65
 LW3581'FEET NE OF BARWAY, AND 130.7 FEET EAST OF STATION.
 LW3581'
 LW3581'R.M. 2 IS A STANDARD DISK STAMPED PROSPECT-1940-NO. 2 SET IN
 LW3581'A DRILL HOLE IN A BOULDER ABOUT 4 FEET IN DIAMETER, 60.44 FEET
 LW3581'SOUTH OF STATION.
 LW3581'
 LW3581'HEIGHT OF LIGHT ABOVE STATION MARK 26.5 METERS.
 LW3581
 LW3581                          STATION RECOVERY (1954)
 LW3581
 LW3581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3581'THE STATION MARK AND REFERENCE MARK 2 HAVE BEEN DESTROYED BY
 LW3581'CLEARING OPERATIONS, AND THE FIELD IS NOW PLANTED IN
 LW3581'GRAIN.  REFERENCE MARK 1 WAS RECOVERED 65 FT. SE OF A BARWAY IN
 LW3581'A STONE WALL, AND ABOUT 6 FT. S OF A DIM ROAD FROM THE BARWAY INTO
 LW3581'THE WOODED AREA.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE
 LW3581'STATION WITHOUT A TOWER OR EXTENSIVE CLEARING.  IT WAS NOT
 LW3581'SEARCHED FOR.
 LW3581'
 LW3581'A NEW STATION, PROSPECT 2, WAS ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3582 ***********************************************************************
 LW3582  DESIGNATION -  PROSPECT 2
 LW3582  PID         -  LW3582
 LW3582  STATE/COUNTY-  CT/NEW LONDON
 LW3582  USGS QUAD   -  JEWETT CITY (1984)
 LW3582
 LW3582                         *CURRENT SURVEY CONTROL
 LW3582  ___________________________________________________________________
 LW3582* NAD 83(1996)-  41 32 13.09188(N)    071 58 51.95075(W)     ADJUSTED  
 LW3582* NAVD 88     -       101.8    (meters)     334.     (feet)  VERTCON   
 LW3582  ___________________________________________________________________
 LW3582  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 LW3582  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LW3582
 LW3582  HORZ ORDER  -  FIRST
 LW3582
 LW3582.The horizontal coordinates were established by classical geodetic methods
 LW3582.and adjusted by the National Geodetic Survey in August 1998..
 LW3582
 LW3582.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3582
 LW3582.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3582
 LW3582.The geoid height was determined by GEOID03.
 LW3582
 LW3582;                    North         East     Units Scale Factor Converg.
 LW3582;SPC CT       -   230,830.494   368,962.575   MT  0.99998314   +0 30 35.4
 LW3582;SPC CT       -   757,316.38  1,210,504.71   sFT  0.99998314   +0 30 35.4
 LW3582;SPC RI       -    50,492.296    59,853.254   MT  1.00001358   -0 19 08.5
 LW3582;SPC RI       -   165,656.81    196,368.55   sFT  1.00001358   -0 19 08.5
 LW3582;UTM  19      - 4,602,660.610   251,317.179   MT  1.00036113   -1 58 40.0
 LW3582;UTM  18      - 4,602,770.220   751,836.875   MT  1.00038056   +2 00 10.4
 LW3582
 LW3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3582!SPC CT       -   0.99998878  x   0.99998314  =   0.99997192
 LW3582!SPC RI       -   0.99998878  x   1.00001358  =   1.00000236
 LW3582!UTM  19      -   0.99998878  x   1.00036113  =   1.00034991
 LW3582!UTM  18      -   0.99998878  x   1.00038056  =   1.00036934
 LW3582
 LW3582|---------------------------------------------------------------------|
 LW3582| PID    Reference Object                     Distance      Geod. Az  |
 LW3582|                                                           dddmmss.s |
 LW3582| CB8424 PROSPECT 2 RM 3                      14.600 METERS 03756     |
 LW3582| LW3584 BAY                                 APPROX. 5.5 KM 0844204.7 |
 LW3582| CB8422 PROSPECT RM 1                        18.356 METERS 08855     |
 LW3582| LW3470 NORTH STONINGTON TV TOWER           APPROX. 9.5 KM 1524449.0 |
 LW3582| CB8425 PROSPECT 2 RM 4                     100.590 METERS 26519     |
 LW3582| LX4749 NORWICH ST PATRICKS CH SPIRE        APPROX. 8.1 KM 2652109.0 |
 LW3582| LW3590 VORTAC NORWICH ORW                  APPROX. 2.6 KM 3245043.4 |
 LW3582|---------------------------------------------------------------------|
 LW3582
 LW3582                          SUPERSEDED SURVEY CONTROL
 LW3582
 LW3582  NAD 83(1992)-  41 32 13.09085(N)    071 58 51.95007(W) AD(       ) 1
 LW3582  NAD 83(1986)-  41 32 13.09111(N)    071 58 51.95166(W) AD(       ) 1
 LW3582  NAD 27      -  41 32 12.73567(N)    071 58 53.68177(W) AD(       ) 1
 LW3582  NGVD 29 (07/19/86)  102.1    (m)          335.     (f) VERT ANG       
 LW3582
 LW3582.Superseded values are not recommended for survey control.
 LW3582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3582.See file dsdata.txt to determine how the superseded data were derived.
 LW3582
 LW3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5131702661(NAD 83)
 LW3582_MARKER: DE = TRAVERSE STATION DISK
 LW3582_SETTING: 80 = SET IN A BOULDER
 LW3582_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3582+STABILITY: SURFACE MOTION
 LW3582
 LW3582  HISTORY     - Date     Condition        Report By
 LW3582  HISTORY     - 1954     MONUMENTED       CGS
 LW3582  HISTORY     - 1973     GOOD             CTGS
 LW3582  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LW3582
 LW3582                          STATION DESCRIPTION
 LW3582
 LW3582'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3582'STATION IS LOCATED ON PROSPECT HILL, ABOUT 1/2 MI. NW OF THE
 LW3582'VILLAGE OF PRESTON, AND ON PROPERTY BELONGING TO C.W. WOODMANSEE.
 LW3582'
 LW3582'TO REACH FROM THE INTERSECTION OF STATE ROUTES 164 AND 165 IN
 LW3582'PRESTON, GO W ON ROUTE 165 (TOWARDS NORWICH) FOR 0.9 MI. TO THE
 LW3582'WOODMANSEE HOME ON THE RIGHT (N).  TURN RIGHT INTO THE DRIVE JUST
 LW3582'W OF THE HOUSE AND PROCEED DUE N FOR 0.6 MI. TO A WHITE
 LW3582'FRAMEHOUSE.  TURN RIGHT AND PROCEED E (UPHILL) FOR 1/2 MI. TO THE
 LW3582'STATION AT THE SUMMIT OF THE HILL, AT A BARWAY ACROSS A STONE
 LW3582'WALL WHICH RUNS N AND S OVER THE SUMMIT OF THE HILL.
 LW3582'
 LW3582'THE STATION MARK IS A TRAVERSE DISK, STAMPED PROSPECT 2 1954 AND
 LW3582'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER PROJECTING 6 IN.
 LW3582'AT THE S END OF THE BARWAY, AND AT THE E EDGE OF THE STONE
 LW3582'WALL.
 LW3582'
 LW3582'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PROSPECT NO 1 1940
 LW3582'AND CEMENTED IN A DRILL HOLE IN A FLAT-TOPPED BOULDER PROJECTING 1
 LW3582'IN.  AND ABOUT 6 FT. S OF THE DIM ROAD FROM THE
 LW3582'BARWAY INTO THE WOODED AREA.
 LW3582'
 LW3582'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PROSPECT 2 NO 3
 LW3582'1954 AND CEMENTED IN A DRILL HOLE IN A LARGE BOULDER PROJECTING 1
 LW3582'FT.  N OF THE DIM ROAD FROM THE BARWAY INTO THE WOODED
 LW3582'AREA.
 LW3582
 LW3582                          STATION RECOVERY (1973)
 LW3582
 LW3582'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3582'PROSPECT 2 1954 EXCELLENT
 LW3582'
 LW3582'PROSPECT NO. 1 1940 EXCELLENT
 LW3582'
 LW3582'PROSPECT 2 NO. 3 1954 EXCELLENT
 LW3582'
 LW3582'STATION IS IN BASE STONE OF WALL AT NORTHEAST EDGE OF SOUTH PART
 LW3582'OF BARWAY.  76 FEET NORTH OF EAST-WEST WALL INTERSECTION AND 10.5
 LW3582'FEET NORTH OF 10 IN CEDAR.
 LW3582'
 LW3582'RM 1 IS 60 FEET EAST OF WALL AND 16 FEET SOUTH OF WOOD ROAD
 LW3582'CENTERLINE.
 LW3582'
 LW3582'RM 3 IS 36.5 FEET EAST OF WALL AND 26 FEET NORTH OF WOOD ROAD
 LW3582'CENTERLINE.
 LW3582
 LW3582                          STATION RECOVERY (1975)
 LW3582
 LW3582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3582'THE STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 LW3582'CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS CHECKED.  THE
 LW3582'DISTANCE TO REFERENCE MARK 1 WAS FOUND LONGER BY 0.006 METERS
 LW3582'AND THE DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER BY
 LW3582'0.005 METERS.  THE ANGLE BETWEEN THE TWO INTERSECTION STATIONS
 LW3582'(SHOWN IN BOXSCORE) THAT WAS USED TO POSITION THIS STATION WAS
 LW3582'FOUND GREATER BY 04 MINUTES AND 01.1 SECONDS, THE ANGLE TO
 LW3582'REFERENCE MARK 1 WAS FOUND GREATER BY 01 MINUTE AND 35.6
 LW3582'SECONDS AND THE ANGLE TO REFERENCE MARK 3 WAS FOUND GREATER
 LW3582'BY 01 MINUTE AND 02.2 SECONDS.  A REFERENCE MARK 4 WAS
 LW3582'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3582'
 LW3582'THE STATION IS ABOUT 5-1/2 MILES SOUTH OF JEWETT CITY, 5 MILES
 LW3582'EAST-NORTHEAST OF NORWICH, 1/2 MILE NORTHWEST OF THE JUNCTION
 LW3582'OF STATE HIGHWAYS 164 AND 165 IN PRESTON CITY, ON A HILL KNOWN
 LW3582'AS PROSPECT HILL AND ON PROPERTY OWNED BY MR. C.W. WOODMANSEE,
 LW3582'RFD 3, NORWICH, CONNECTICUT.  PHONE NUMBER 887-8079.
 LW3582'
 LW3582'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 164
 LW3582'AND 165 IN PRESTON CITY, GO NORTHEAST ON HIGHWAY 164 FOR 0.1
 LW3582'MILE TO THE JUNCTION OF KRUG ROAD ON THE LEFT.  TURN LEFT AND
 LW3582'GO NORTHWESTERLY ON KRUG ROAD FOR 0.5 MILE TO A METAL GATE ON
 LW3582'THE LEFT.  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD FOR
 LW3582'0.15 MILE TO THE SECOND 1 OF 2 ROCK FENCES.  PASS THROUGH THE
 LW3582'FENCE AND TURN RIGHT AND GO UPHILL IN A NORTHERLY DIRECTION FOR
 LW3582'0.05 MILE TO A GATE IN A FENCE LINE WHICH RUNS NORTH AND SOUTH
 LW3582'AND THE STATION AT THE GATE AS DESCRIBED.
 LW3582'
 LW3582'STATION MARK, STAMPED PROSPECT 2 1954, IS A STANDARD TRAVERSE
 LW3582'STATION DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS
 LW3582'ABOUT 1-1/2 BY 3 FEET IN SIZE AND PROJECTS ABOUT 6 INCHES.  IT
 LW3582'IS 225 FEET SOUTH OF A ROCK FENCE, 80 FEET NORTH OF THE JUNCTION
 LW3582'OF 2 ROCK FENCES, 10.5 FEET NORTH OF AN 8-INCH CEDAR STUMP
 LW3582'WHICH STANDS ABOUT 8 FEET TALL AND HAS A METAL WITNESS SIGN
 LW3582'NAILED TO IT AND AT THE SOUTH GATE POST OF THE GATE.  (NOTE
 LW3582'DESC.)
 LW3582'
 LW3582'REFERENCE MARK 1, STAMPED PROSPECT 1940 NO 1, IS A STANDARD
 LW3582'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 1 FOOT
 LW3582'IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 239
 LW3582'FEET SOUTH OF A ROCK FENCE AND 57 FEET EAST OF A ROCK FENCE AND
 LW3582'8-INCH CEDAR STUMP WITH A METAL WITNESS SIGN NAILED TO IT.  THE
 LW3582'ARROW ON THE DISK IS POINTING TO WHERE PROSPECT 1940 WAS
 LW3582'LOCATED WHICH IS NOW DESTROYED.  (NOTE 12 A)
 LW3582'
 LW3582'REFERENCE MARK 3, STAMPED PROSPECT 2 NO 3 1954, IS A STANDARD
 LW3582'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS ABOUT 3 BY
 LW3582'5 FEET IN SIZE AND PROJECTS ABOUT 1 FOOT ON THE EAST SIDE AND
 LW3582'FLUSH ON THE WEST SIDE.  IT IS 193 FEET SOUTH OF A ROCK FENCE,
 LW3582'54 FEET NORTHEAST OF THE 8-INCH CEDAR STUMP WITH THE METAL
 LW3582'WITNESS SIGN NAILED TO IT AND 37 FEET EAST OF A ROCK
 LW3582'FENCE.  (NOTE 12 A)
 LW3582'
 LW3582'REFERENCE MARK 4, STAMPED PROSPECT 2 NO 4 1954 1975, IS A
 LW3582'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS
 LW3582'ABOUT 2 FEET IN DIAMETER AND PROJECTS ABOUT 4 INCHES.  IT
 LW3582'IS 260 FEET SOUTH OF A ROCK FENCE, 161 FEET NORTHWEST OF THE
 LW3582'WEST END OF A ROCK FENCE AND 151 FEET EAST OF A ROCK
 LW3582'FENCE.  (NOTE 12 A)
 LW3582'
 LW3582'HEIGHT OF LIGHT ABOVE STATION MARK 73.4 FEET.
 LW3582'
 LW3582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3582'1/2 MILE NORTHWEST OF PRESTON CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3631 ***********************************************************************
 LX3631  DESIGNATION -  PROSPECT HILL
 LX3631  PID         -  LX3631
 LX3631  STATE/COUNTY-  CT/LITCHFIELD
 LX3631  USGS QUAD   -  SHARON (1969)
 LX3631
 LX3631                         *CURRENT SURVEY CONTROL
 LX3631  ___________________________________________________________________
 LX3631* NAD 83(1996)-  41 58 45.00174(N)    073 23 04.76162(W)     ADJUSTED  
 LX3631* NAVD 88     -       448.0    (meters)    1470.     (feet)  VERTCON   
 LX3631  ___________________________________________________________________
 LX3631  LAPLACE CORR-           8.05  (seconds)                    DEFLEC99
 LX3631  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX3631
 LX3631  HORZ ORDER  -  FIRST
 LX3631
 LX3631.The horizontal coordinates were established by classical geodetic methods
 LX3631.and adjusted by the National Geodetic Survey in August 1998..
 LX3631
 LX3631.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3631
 LX3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3631
 LX3631.The geoid height was determined by GEOID03.
 LX3631
 LX3631;                    North         East     Units Scale Factor Converg.
 LX3631;SPC CT       -   279,852.077   252,201.501   MT  1.00001333   -0 25 14.9
 LX3631;SPC CT       -   918,148.02    827,431.09   sFT  1.00001333   -0 25 14.9
 LX3631;UTM  18      - 4,648,725.138   633,824.474   MT  0.99982037   +1 04 50.2
 LX3631
 LX3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3631!SPC CT       -   0.99993445  x   1.00001333  =   0.99994778
 LX3631!UTM  18      -   0.99993445  x   0.99982037  =   0.99975483
 LX3631
 LX3631|---------------------------------------------------------------------|
 LX3631| PID    Reference Object                     Distance      Geod. Az  |
 LX3631|                                                           dddmmss.s |
 LX3631| CR8735 PROSPECT HILL RM 1                   11.742 METERS 04303     |
 LX3631| CR8736 PROSPECT HILL RM 2                   19.337 METERS 13754     |
 LX3631| MZ2661 MT EVERETT LOT                      APPROX.14.2 KM 3434640.7 |
 LX3631| MZ2042 BALD PEAK                           APPROX.14.2 KM 3434621.8 |
 LX3631|---------------------------------------------------------------------|
 LX3631
 LX3631                          SUPERSEDED SURVEY CONTROL
 LX3631
 LX3631  NAD 83(1996)-  41 58 45.00175(N)    073 23 04.76175(W) AD(       ) 1
 LX3631  NAD 83(1992)-  41 58 45.00256(N)    073 23 04.76253(W) AD(       ) 1
 LX3631  NAD 83(1992)-  41 58 45.00314(N)    073 23 04.76283(W) AD(       ) 1
 LX3631  NAD 83(1986)-  41 58 45.00300(N)    073 23 04.76123(W) AD(       ) 1
 LX3631  NAD 83(1986)-  41 58 45.00126(N)    073 23 04.75841(W) AD(       ) 2
 LX3631  NAD 27      -  41 58 44.66800(N)    073 23 06.33900(W) AD(       ) 2
 LX3631  NGVD 29 (08/17/90)  448.2    (m)         1470.     (f) VERT ANG       
 LX3631
 LX3631.Superseded values are not recommended for survey control.
 LX3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3631.See file dsdata.txt to determine how the superseded data were derived.
 LX3631
 LX3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3382448725(NAD 83)
 LX3631_MARKER: H = DRILL HOLE
 LX3631_SETTING: 0 = UNSPECIFIED SETTING
 LX3631_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3631
 LX3631  HISTORY     - Date     Condition        Report By
 LX3631  HISTORY     - 1863     MONUMENTED       CGS
 LX3631  HISTORY     - 1984     GOOD             NGS
 LX3631
 LX3631                          STATION DESCRIPTION
 LX3631
 LX3631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3631'THE STATION WAS RECOVERED AT THIS DATE.
 LX3631'NO ORIGINAL DATA WAS AVAILABLE FOR THE MARK COMPARISONS. A NEW
 LX3631'DESCRIPTION FOLLOWS.
 LX3631'
 LX3631'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 LX3631'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY 7 IN
 LX3631'CANAAN, 4.7 KM (2.9 MI) NORTHWEST FROM THE JUNCTION OF U.S. HIGHWAY
 LX3631'7 AND STATE HIGHWAY 63 IN SOUTH CANAAN AND 3.2 KM (2.0 MI) EAST
 LX3631'FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY 41 IN
 LX3631'SALISBURY.
 LX3631'OWNERSHIP--MARGARET AND GEORGE PEPPER, P O BOX 681, SALISBURY CT
 LX3631'06068, PHONE 203-824-5913.
 LX3631'
 LX3631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX3631'HIGHWAY 126 ON THE EAST SIDE OF FALLS VILLAGE, GO WEST ON HIGHWAY
 LX3631'126 FOR 0.5 KM (0.3 MI) TO A FORK. BEAR LEFT ON MAIN STREET FOR 0.4
 LX3631'KM (0.25 MI) TO A T-STREET. TURN RIGHT FOR 0.1 KM (0.05 MI) TO
 LX3631'WATER STREET ON THE LEFT. TURN LEFT, WEST FOR 0.6 KM (0.35 MI) TO A
 LX3631'BRIDGE OVER THE RIVER. CONTINUE AHEAD FOR 75 METERS (246 FT)TO A
 LX3631'FORK. BEAR RIGHT, WEST, FOR 50 METERS (164 FT) TO A FORK. BEAR
 LX3631'RIGHT NORTHWEST ON PAVED ROAD FOR 0.6 KM (0.35 MI) TO A ROAD LEFT.
 LX3631'TURN LEFT, WEST, ON SUGAR HILL ROAD FOR 1.4 KM (0.85 MI) TO END OF
 LX3631'ROAD AT GATE AND END OF TRUCK TRAVEL. PASS THRU GATE FOR ABOUT 450
 LX3631'PACES TO A TRAIL ON THE RIGHT. BEAR RIGHT ALONG TRAIL FOR ABOUT 700
 LX3631'PACES TO A FORK WITH FOOT BRIDGE ON LEFT FORK. BEAR RIGHT, UPHILL
 LX3631'FOR ABOUT 400 PACES TO STEPS AT TOP OF STEEP CLIMB. CONTINUE ON
 LX3631'TRAIL FOR ABOUT 500 PACES TO A TRAIL ON THE RIGHT AT SIGN MT
 LX3631'PROSPECT 0.5 MI. TURN RIGHT, EAST, FOR 0.8 KM (0.5 MI) TO STATION
 LX3631'AT END OF TRAIL ON HIGH GROUND.
 LX3631'
 LX3631'THE STATION IS A 40 MM IN DIAMETER DRILL HOLE IN ROCK OUTCROP
 LX3631'SURROUNDED BY A 24 CM CHISELED TRIANGLE
 LX3631'THAT IS ---UNSTAMPED---,
 LX3631'LOCATED
 LX3631'21.5 METERS (70.5 FT) SOUTHWEST FROM A CEDAR TREE IN THE EASTERN
 LX3631'TREE LINE,
 LX3631'7.9 METERS (26 FT) SOUTHEAST FROM A MULTI-TRUNKED CHERRY TREE,
 LX3631'4.3 METERS (14 FT) NORTHEAST FROM A FOOT TRAIL AND
 LX3631'3.7 METERS (12 FT) EAST FROM A 17 CM IN DIAMETER CHERRY TREE.
 LX3631'
 LX3631'REFERENCE MARK NO. 1 IS AN 18 MM IN DIAMETER DRILL HOLE IN ROCK
 LX3631'OUTCROP, 25 MM DEEP, SET INSIDE AN 85 MM CHISELED SQUARE, WITH A
 LX3631'CHISELED ARROW LOCATED 10 CM TO THE NORTH
 LX3631'THAT IS ---UNSTAMPED---,
 LX3631'LOCATED
 LX3631'18.3 METERS (59.5 FT) SOUTH-SOUTHWEST FROM A TWIN TRUNKED OAK TREE,
 LX3631'14.8 METERS (48.5 FT) EAST-NORTHEAST FROM A 17 CM IN DIAMETER
 LX3631'CHERRY TREE,
 LX3631'13.4 METERS (44 FT) EAST FROM A MULTI-TRUNKED CHERRY TREE AND
 LX3631'9.8 METERS (32 FT) SOUTHWEST FROM A CHERRY TREE IN THE EASTERN TREE
 LX3631'LINE.
 LX3631'MARK IS 0.6 METER BELOW THE STATION.
 LX3631'
 LX3631'REFERENCE MARK NO. 2 IS AN 18 MM IN DIAMETER DRILL HOLE IN ROCK
 LX3631'OUTCROP, 40 MM DEEP, INSIDE AN 85 MM CHISELED SQUARE WITH A
 LX3631'CHISELED ARROW 75 MM TO THE WEST
 LX3631'THAT IS ---UNSTAMPED---,
 LX3631'LOCATED
 LX3631'30.8 METERS (101 FT) SOUTH-SOUTHWEST FROM A CEDAR TREE IN THE
 LX3631'EASTERN TREE LINE,
 LX3631'27.1 METERS (89 FT) SOUTH-SOUTHEAST FROM A MULTI-TRUNKED CHERRY
 LX3631'TREE,
 LX3631'12.5 METERS (41 FT) EAST-NORTHEAST FROM A LARGE THREE TRUNKED TREE
 LX3631'AND
 LX3631'11.0 METERS (36 FT) NORTHWEST FROM A PINE TREE.
 LX3631'MARK IS 0.2 METER BELOW THE STATION.
 LX3631'
 LX3631'HEIGHT OF LIGHT SHOWN WAS 18.7 METERS ABOVE THE MARK.
 LX3631'
 LX3631'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3631'
 LX3631'DESCRIBED BY D. L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6567 ***********************************************************************
 LX6567  DESIGNATION -  PROSPECT HILL STANDPIPE
 LX6567  PID         -  LX6567
 LX6567  STATE/COUNTY-  CT/HARTFORD
 LX6567  USGS QUAD   -  BROAD BROOK (1984)
 LX6567
 LX6567                         *CURRENT SURVEY CONTROL
 LX6567  ___________________________________________________________________
 LX6567* NAD 83(1996)-  41 55 34.15235(N)    072 36 16.72970(W)     ADJUSTED  
 LX6567* NAVD 88     -                                                        
 LX6567  ___________________________________________________________________
 LX6567  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX6567  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX6567
 LX6567  HORZ ORDER  -  THIRD
 LX6567
 LX6567.The horizontal coordinates were established by classical geodetic methods
 LX6567.and adjusted by the National Geodetic Survey in August 1998..
 LX6567
 LX6567
 LX6567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6567
 LX6567.The geoid height was determined by GEOID03.
 LX6567
 LX6567;                    North         East     Units Scale Factor Converg.
 LX6567;SPC CT       -   273,780.639   316,857.192   MT  1.00000657   +0 05 47.0
 LX6567;SPC CT       -   898,228.65  1,039,555.64   sFT  1.00000657   +0 05 47.0
 LX6567;UTM  18      - 4,644,352.076   698,612.925   MT  1.00008542   +1 36 03.7
 LX6567
 LX6567                          SUPERSEDED SURVEY CONTROL
 LX6567
 LX6567  NAD 83(1996)-  41 55 34.15219(N)    072 36 16.72977(W) AD(       ) 4
 LX6567  NAD 83(1992)-  41 55 34.15265(N)    072 36 16.73029(W) AD(       ) 4
 LX6567  NAD 83(1992)-  41 55 34.15310(N)    072 36 16.73071(W) AD(       ) 4
 LX6567  NAD 83(1986)-  41 55 34.15351(N)    072 36 16.73054(W) AD(       ) 4
 LX6567  NAD 27      -  41 55 33.80146(N)    072 36 18.41309(W) AD(       ) 3
 LX6567
 LX6567.Superseded values are not recommended for survey control.
 LX6567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6567.See file dsdata.txt to determine how the superseded data were derived.
 LX6567
 LX6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9861344352(NAD 83)
 LX6567_MARKER: 52 = STANDPIPE TANK
 LX6567_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6567
 LX6567  HISTORY     - Date     Condition        Report By
 LX6567  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6567
 LX6567                          STATION DESCRIPTION
 LX6567
 LX6567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6567'THE STATION, IS THE APEX OF THE VENT AT THE TOP OF THE PROSPECT
 LX6567'HILL STANDPIPE.  IT IS A CYLINDRICAL STRUCTURE WITH A DOME SHAPED
 LX6567'TOP AND IS APPROXIMATELY 110 FEET IN HEIGHT.  THE STANDPIPE IS
 LX6567'PAINTED LIGHT GREEN IN COLOR.
 LX6567'
 LX6567'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF ENFIELD, 3 MILES
 LX6567'WEST-NORTHWEST OF BROAD BROOK, 3/4 MILES EAST OF WAREHOUSE POINT
 LX6567'AND ON PROPERTY OWNED BY THE CONNECTICUT WATER COMPANY.
 LX6567'
 LX6567'TO REACH THE STATION FROM THE JUNCTIONS OF US HIGHWAY 5 AND STATE
 LX6567'HIGHWAY 140 IN EAST WINDSOR GO SOUTH ON HIGHWAY 5 FOR 0.35 MILE TO
 LX6567'A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.05 MILE TO
 LX6567'THE STANDPIPE IN A FENCED IN AREA.
 LX6567'
 LX6567'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6255 ***********************************************************************
 LX6255  DESIGNATION -  PROSPECT HILL TREE
 LX6255  PID         -  LX6255
 LX6255  STATE/COUNTY-  CT/NEW HAVEN
 LX6255  USGS QUAD   -  GUILFORD (1984)
 LX6255
 LX6255                         *CURRENT SURVEY CONTROL
 LX6255  ___________________________________________________________________
 LX6255* NAD 83(1996)-  41 18 17.63783(N)    072 41 11.01696(W)     ADJUSTED  
 LX6255* NAVD 88     -                                                        
 LX6255  ___________________________________________________________________
 LX6255  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LX6255  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6255
 LX6255  HORZ ORDER  -  THIRD
 LX6255
 LX6255.The horizontal coordinates were established by classical geodetic methods
 LX6255.and adjusted by the National Geodetic Survey in August 1998..
 LX6255
 LX6255
 LX6255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6255
 LX6255.The geoid height was determined by GEOID03.
 LX6255
 LX6255;                    North         East     Units Scale Factor Converg.
 LX6255;SPC CT       -   204,773.124   310,127.361   MT  0.99999107   +0 02 31.8
 LX6255;SPC CT       -   671,826.49  1,017,476.18   sFT  0.99999107   +0 02 31.8
 LX6255;SPC NY L     -   127,225.921   410,008.421   MT  1.00002636   +0 51 33.1
 LX6255;SPC NY L     -   417,407.04  1,345,169.29   sFT  1.00002636   +0 51 33.1
 LX6255;UTM  18      - 4,575,186.633   693,685.291   MT  1.00006170   +1 31 39.4
 LX6255
 LX6255                          SUPERSEDED SURVEY CONTROL
 LX6255
 LX6255  NAD 83(1992)-  41 18 17.63695(N)    072 41 11.01681(W) AD(       ) 4
 LX6255  NAD 83(1986)-  41 18 17.63911(N)    072 41 11.01968(W) AD(       ) 4
 LX6255  NAD 27      -  41 18 17.29100(N)    072 41 12.67800(W) AD(       ) 3
 LX6255
 LX6255.Superseded values are not recommended for survey control.
 LX6255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6255.See file dsdata.txt to determine how the superseded data were derived.
 LX6255
 LX6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9368575187(NAD 83)
 LX6255
 LX6255  HISTORY     - Date     Condition        Report By
 LX6255  HISTORY     - 1933     MONUMENTED       CGS
 LX6255  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6255
 LX6255                          STATION DESCRIPTION
 LX6255
 LX6255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6255'THIS IS A LONE ELM TREE ON PROSPECT HILL, ABOUT 1-1/4 MILES N
 LX6255'OF GUILFORD GREEN.  LOCAL REPORT HAS IT THAT THIS TREE WAS SET
 LX6255'OUT AS A RANGE MARK OF THE CONNECTICUT SHELL FISH COMMISSION.  ONE
 LX6255'SIDE OF THE TREE HAS BEEN SHATTERED BY A LIGHTNING BOLT.
 LX6255'
 LX6255'CENTER IS THE CENTER LINE OF THE BASE OF THE TREE.  THE TREE IS
 LX6255'QUITE PROMINENT FROM OFF-SHORE.
 LX6255
 LX6255                          STATION RECOVERY (1961)
 LX6255
 LX6255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6255'NO PROMINENT TREE COULD BE FOUND ON PROSPECT HILL.  THE AREA IS
 LX6255'COVERED WITH TREES.  LOCAL RESIDENTS GAVE CONFLICTING STORIES
 LX6255'AS TO THE EXISTENCE OF THIS TREE.  THE STATION SHOULD BE
 LX6255'CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6031 ***********************************************************************
 LX6031  DESIGNATION -  PROWSES CHIMNEY
 LX6031  PID         -  LX6031
 LX6031  STATE/COUNTY-  CT/MIDDLESEX
 LX6031  USGS QUAD   -  DEEP RIVER (1971)
 LX6031
 LX6031                         *CURRENT SURVEY CONTROL
 LX6031  ___________________________________________________________________
 LX6031* NAD 83(1996)-  41 27 51.01078(N)    072 28 27.34162(W)     ADJUSTED  
 LX6031* NAVD 88     -                                                        
 LX6031  ___________________________________________________________________
 LX6031  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LX6031  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX6031
 LX6031  HORZ ORDER  -  THIRD
 LX6031
 LX6031.The horizontal coordinates were established by classical geodetic methods
 LX6031.and adjusted by the National Geodetic Survey in August 1998..
 LX6031
 LX6031
 LX6031.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6031
 LX6031.The geoid height was determined by GEOID03.
 LX6031
 LX6031;                    North         East     Units Scale Factor Converg.
 LX6031;SPC CT       -   222,496.454   327,835.988   MT  0.99998387   +0 10 58.2
 LX6031;SPC CT       -   729,973.78  1,075,575.24   sFT  0.99998387   +0 10 58.2
 LX6031;UTM  18      - 4,593,365.890   710,929.816   MT  1.00014756   +1 40 22.9
 LX6031
 LX6031                          SUPERSEDED SURVEY CONTROL
 LX6031
 LX6031  NAD 83(1992)-  41 27 51.01000(N)    072 28 27.34141(W) AD(       ) 4
 LX6031  NAD 83(1986)-  41 27 51.01179(N)    072 28 27.34397(W) AD(       ) 4
 LX6031  NAD 27      -  41 27 50.65100(N)    072 28 29.04500(W) AD(       ) 3
 LX6031
 LX6031.Superseded values are not recommended for survey control.
 LX6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6031.See file dsdata.txt to determine how the superseded data were derived.
 LX6031
 LX6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1093093366(NAD 83)
 LX6031
 LX6031  HISTORY     - Date     Condition        Report By
 LX6031  HISTORY     - 1934     MONUMENTED       CGS
 LX6031  HISTORY     - 1988     GOOD             USPSQD
 LX6031
 LX6031                          STATION DESCRIPTION
 LX6031
 LX6031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6031'THE COTTAGE OF G.W. PROWSE IS AT THE END OF THE ROAD TO THE
 LX6031'SUBDIVISION CALLED HADDAM VIEW.  IT IS ABOUT 0.3 MILE E OF
 LX6031'ROUTE 9.  THE HOUSE IS A SMALL ONE-STORY STRUCTURE WITH A VERY
 LX6031'BROAD ROOF.  THE GABLES FACE N AND S.  IT IS PAINTED YELLOW WITH
 LX6031'TAN TRIM.  A SINGLE SLIM RED-BRICK CHIMNEY RISES THROUGH THE APEX
 LX6031'OF THE N GABLE.
 LX6031'
 LX6031'CENTER IS THE CENTER LINE OF CHIMNEY.
 LX6031
 LX6031                          STATION RECOVERY (1988)
 LX6031
 LX6031'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX6031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7656 ***********************************************************************
 LX7656  FBN         -  This is a Federal Base Network Control Station.
 LX7656  DESIGNATION -  PUGLISI
 LX7656  PID         -  LX7656
 LX7656  STATE/COUNTY-  CT/HARTFORD
 LX7656  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7656
 LX7656                         *CURRENT SURVEY CONTROL
 LX7656  ___________________________________________________________________
 LX7656* NAD 83(1996)-  41 40 33.10374(N)    072 42 49.39408(W)     ADJUSTED  
 LX7656* NAVD 88     -        38.3    (meters)     126.     (feet)  GPS OBS   
 LX7656  ___________________________________________________________________
 LX7656  X           -   1,417,690.583 (meters)                     COMP
 LX7656  Y           -  -4,555,522.422 (meters)                     COMP
 LX7656  Z           -   4,218,787.075 (meters)                     COMP
 LX7656  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 LX7656  ELLIP HEIGHT-           8.97  (meters)          (06/22/01) GPS OBS
 LX7656  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7656
 LX7656  HORZ ORDER  -  B
 LX7656  ELLP ORDER  -  FOURTH    CLASS I
 LX7656
 LX7656.The horizontal coordinates were established by GPS observations
 LX7656.and adjusted by the National Geodetic Survey in May 2000..
 LX7656
 LX7656.The orthometric height was determined by GPS observations and a
 LX7656.high-resolution geoid model.
 LX7656
 LX7656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7656
 LX7656.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7656
 LX7656.The ellipsoidal height was determined by GPS observations
 LX7656.and is referenced to NAD 83.
 LX7656
 LX7656.The geoid height was determined by GEOID03.
 LX7656
 LX7656;                    North         East     Units Scale Factor Converg.
 LX7656;SPC CT       -   245,971.570   307,821.551   MT  0.99998621   +0 01 26.6
 LX7656;SPC CT       -   806,991.73  1,009,911.21   sFT  0.99998621   +0 01 26.6
 LX7656;UTM  18      - 4,616,313.949   690,308.025   MT  1.00004570   +1 31 14.3
 LX7656
 LX7656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7656!SPC CT       -   0.99999859  x   0.99998621  =   0.99998480
 LX7656!UTM  18      -   0.99999859  x   1.00004570  =   1.00004429
 LX7656
 LX7656|---------------------------------------------------------------------|
 LX7656| PID    Reference Object                     Distance      Geod. Az  |
 LX7656|                                                           dddmmss.s |
 LX7656| AD9919 PAQUETTE                            267.032 METERS 19421     |
 LX7656|---------------------------------------------------------------------|
 LX7656
 LX7656                          SUPERSEDED SURVEY CONTROL
 LX7656
 LX7656  NAD 83(1996)-  41 40 33.10441(N)    072 42 49.39435(W) AD(       ) A
 LX7656  ELLIP H (07/24/97)    8.97   (m)                       GP(       ) 2 1
 LX7656  NAD 83(1996)-  41 40 33.10453(N)    072 42 49.39886(W) AD(       ) A
 LX7656  NAD 83(1992)-  41 40 33.10249(N)    072 42 49.39278(W) AD(       ) A
 LX7656  ELLIP H (04/16/93)    8.86   (m)                       GP(       ) 3 1
 LX7656
 LX7656.Superseded values are not recommended for survey control.
 LX7656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7656.See file dsdata.txt to determine how the superseded data were derived.
 LX7656
 LX7656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9030816314(NAD 83)
 LX7656_MARKER: I = METAL ROD
 LX7656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LX7656_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LX7656_STAMPING: PUGLISI 1992
 LX7656_MARK LOGO: NGS   
 LX7656_PROJECTION: FLUSH
 LX7656_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX7656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7656+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX7656_ROD/PIPE-DEPTH: 15.5 meters
 LX7656_SLEEVE-DEPTH  : 0.91 meters
 LX7656
 LX7656  HISTORY     - Date     Condition        Report By
 LX7656  HISTORY     - 1992     MONUMENTED       NGS
 LX7656  HISTORY     - 19991206 GOOD             WOOLPT
 LX7656  HISTORY     - 20000615 GOOD             NGS
 LX7656  HISTORY     - 20010716 GOOD             CTGS
 LX7656  HISTORY     - 20050410 GOOD             CTGS
 LX7656
 LX7656                          STATION DESCRIPTION
 LX7656
 LX7656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LX7656'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTHWEST OF HARTFORD, 4.8
 LX7656'KM (3.00 MI) WEST OF INTERSTATE HIGHWAY 91, 0.24 KM (0.15 MI) NORTH
 LX7656'OF THE NEW CONNETICUT DEPARTMENT OF TRANSPORTATION BUILDING, IN A
 LX7656'GRASSY MEDIAN IN THE PARKING LOT IN FRONT OF THE CONNETICUT
 LX7656'DEPARTMENT OF TRANSPORTATION TRAINING CENTER.  OWNERSHIP--CONNECTICUT
 LX7656'DEPARTMENT OF TRANSPORTATION, CONTACT BOB JORDAN, NOTIFY OF WORK
 LX7656'SCHEDULE AT PHONE 203-258-3439.
 LX7656'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 9 AND STATE
 LX7656'ROUTE 15 (U.S. HIGHWAY 5), ABOUT 3.2 KM (2.00 MI) SOUTH OF NEWINGTON,
 LX7656'GO NORTH ALONG STATE ROUTE 15 (BERLIN HIGHWAY) FOR 4.7 KM (2.90 MI)
 LX7656'TO STATE ROUTE 173 NORTH ON THE LEFT.  CONTINUE AHEAD NORTH ON STATE
 LX7656'ROUTE 15 FOR 1.6 KM (1.00 MI) TO THE DEPARTMENT OF TRANSPORTATION
 LX7656'BUILDING ON THE RIGHT.  CONTINUE AHEAD NORTH ON STATE ROUTE 15 FOR
 LX7656'0.24 KM (0.15 MI) TO A PAVED DRIVE ON THE RIGHT, LEADING TO THE
 LX7656'CONNETICUT DOT TRAINING CENTER.  TURN RIGHT AND GO EAST 0.08 KM
 LX7656'(0.05 MI) TO THE STATION ON THE LEFT, IN GRASSY MEDIAN.
 LX7656'STATION IS LOCATED 56.5 M (185.4 FT) WEST-SOUTHWEST OF THE SOUTHEAST
 LX7656'CORNER OF TRAINING CENTER BUILDING NUMBER 2780, 39.3 M (128.9 FT)
 LX7656'EAST-SOUTHEAST OF A STOP SIGN WITH A BUCKLE UP SEAT BELT SIGN
 LX7656'ATTACHED, 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF PAVED DRIVE AND
 LX7656'0.9 M (3.0 FT) SOUTHEAST OF A WITNESS POST.
 LX7656
 LX7656                          STATION RECOVERY (1999)
 LX7656
 LX7656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX7656'RECOVERED AS DESCRIBED.
 LX7656
 LX7656                          STATION RECOVERY (2000)
 LX7656
 LX7656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LX7656'THE STATION IS LOCATED IN NEWINGTON ON THE PROPERTY OF THE
 LX7656'CONNECTICUT DEPARTMENT OF TRANSPORTATION 2800 BERLIN TURNPIKE,
 LX7656'AT THE JUNCTION OF THE EXIT DRIVE AND THE PARKING LOT FOR THE
 LX7656'TRAINING CENTER, BUILDING 2780, ON THE NORTHEAST SIDE OF THE EXIT
 LX7656'DRIVE IN THE GRASSY MEDIAN FORMED BY THE ASPHALT CURB OF THE EXIT
 LX7656'DRIVE AND THE PARKING LOT AND ABOUT 1.98 M (6.50 FT) NORTHWEST A
 LX7656'STOP SIGN.  OWNERSHIP--CONNECTICUT DEPARTMENT OF
 LX7656'TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7656'HIGHWAY 9 AND STATE HIGHWAYS 5 AND 15 LOCATED ABOUT 4.82 KM (3.00
 LX7656'MI) SOUTHWEST OF NEWINGTON, FROM THE CENTER OF THE UNDERPASS
 LX7656'GO NORTHEAST ON HIGHWAY 15 (BERLIN HIGHWAY) FOR 5.63 KM (3.50 MI) TO
 LX7656'THE SOUTHERLY ENTRANCE DRIVE TO THE STATE DEPARTMENT OF
 LX7656'TRANSPORTATION COMPLEX ON THE RIGHT (AT A TRAFFIC LIGHT), CONTINUE
 LX7656'AHEAD, NORTH ON HIGHWAY 15 FOR 0.32 KM (0.20 MI) TO THE NEXT TRAFFIC
 LX7656'LIGHT AND THE NORTHERLY ENTRANCE DRIVE FOR THE TRANSPORTATION
 LX7656'DEPARTMENT COMPLEX ON THE RIGHT, TURN RIGHT, EAST ON THE DRIVE
 LX7656'FOR 0.08 KM (0.05 MI) PASSING THE ENTRANCE DRIVE TO THE MAIN BUILDING
 LX7656'ON THE RIGHT TO THE INTERSECTION OF A DRIVE RIGHT LEADING SOUTH TO
 LX7656'THE PARKING LOTS AND A DRIVE LEFT LEADING NORTH TO THE TRAINING
 LX7656'CENTER ( AT A SIGN ON THE RIGHT COMPUTER CENTER/TRAINING CENTER)
 LX7656'TURN LEFT, NORTH ON THE DRIVE FOR 0.05 KM (0.05 MI) TO THE JUNCTION
 LX7656'OF THE EXIT DRIVE FOR THE TRAINING CENTER AND THE ENTRANCE TO THE
 LX7656'MAIN PARKING LOT FOR BUILDING NUMBER 2780 TO THE STATION IN THE
 LX7656'NORTHWEST ANGLE OF THE JUNCTION NORTHWEST OF A STOP SIGN.  THE
 LX7656'STATION IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD IN A
 LX7656'GREASED-FILLED SLEEVE, ENCASED IN A 13 CM PVC PIPE WITH AN NGS LOGO
 LX7656'CAP SURROUNDED BY CONCRETE ABOUT FLUSH WITH THE GROUND.
 LX7656'LOCATED 56.7 M (186.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 LX7656'OF BUILDING NUMBER 2780, 2.96 M (9.71 FT) NORTH OF THE NORTH CURB OF
 LX7656'THE EXIT DRIVE, 2.29 M (7.51 FT) SOUTH OF THE SOUTHEAST ASPHALT
 LX7656'CORNER/CURB OF PARKING LOT ROW NUMBER 8 AND 1.98 M (6.50 FT)
 LX7656'NORTHWEST OF THE METAL POST SUPPORTING THE STOP SIGN.
 LX7656' 
 LX7656'
 LX7656
 LX7656                          STATION RECOVERY (2001)
 LX7656
 LX7656'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB)
 LX7656'RECOVERED AS DESCRIBED.
 LX7656'
 LX7656
 LX7656                          STATION RECOVERY (2005)
 LX7656
 LX7656'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX7656'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5422 ***********************************************************************
 LX5422  DESIGNATION -  PULZE CHIMNEY
 LX5422  PID         -  LX5422
 LX5422  STATE/COUNTY-  CT/NEW LONDON
 LX5422  USGS QUAD   -  NIANTIC (1983)
 LX5422
 LX5422                         *CURRENT SURVEY CONTROL
 LX5422  ___________________________________________________________________
 LX5422* NAD 83(1996)-  41 17 59.04704(N)    072 14 00.32150(W)     ADJUSTED  
 LX5422* NAVD 88     -                                                        
 LX5422  ___________________________________________________________________
 LX5422  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 LX5422  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5422
 LX5422  HORZ ORDER  -  THIRD
 LX5422
 LX5422.The horizontal coordinates were established by classical geodetic methods
 LX5422.and adjusted by the National Geodetic Survey in August 1998..
 LX5422
 LX5422
 LX5422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5422
 LX5422.The geoid height was determined by GEOID03.
 LX5422
 LX5422;                    North         East     Units Scale Factor Converg.
 LX5422;SPC CT       -   204,326.964   348,064.825   MT  0.99999143   +0 20 33.1
 LX5422;SPC CT       -   670,362.71  1,141,942.68   sFT  0.99999143   +0 20 33.1
 LX5422;SPC NY L     -   127,319.428   447,949.713   MT  1.00002565   +1 09 19.8
 LX5422;SPC NY L     -   417,713.82  1,469,648.35   sFT  1.00002565   +1 09 19.8
 LX5422;UTM  18      - 4,575,723.757   731,627.906   MT  1.00026033   +1 49 36.3
 LX5422
 LX5422                          SUPERSEDED SURVEY CONTROL
 LX5422
 LX5422  NAD 83(1992)-  41 17 59.04592(N)    072 14 00.32107(W) AD(       ) 4
 LX5422  NAD 83(1986)-  41 17 59.04759(N)    072 14 00.32540(W) AD(       ) 4
 LX5422  NAD 27      -  41 17 58.69300(N)    072 14 02.05500(W) AD(       ) 3
 LX5422
 LX5422.Superseded values are not recommended for survey control.
 LX5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5422.See file dsdata.txt to determine how the superseded data were derived.
 LX5422
 LX5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3162875724(NAD 83)
 LX5422_MARKER: 85 = CHIMNEY
 LX5422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5422+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2005
 LX5422
 LX5422  HISTORY     - Date     Condition        Report By
 LX5422  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5422  HISTORY     - 1968     GOOD             CGS
 LX5422  HISTORY     - 1984     GOOD             USPSQD
 LX5422  HISTORY     - 1989     GOOD             USPSQD
 LX5422  HISTORY     - 19910402 GOOD             USPSQD
 LX5422  HISTORY     - 19991226 GOOD             USPSQD
 LX5422  HISTORY     - 20011015 GOOD             USPSQD
 LX5422  HISTORY     - 20030417 GOOD             USPSQD
 LX5422  HISTORY     - 20050404 GOOD             USPSQD
 LX5422
 LX5422                          STATION DESCRIPTION
 LX5422
 LX5422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5422'THE HOUSE IS ON THE W SIDE OF GIANTS NECK POINT JUST E OF THE
 LX5422'ROAD WHERE IT RUNS ALONG THE W BANK OF THE POINT AND IS THE
 LX5422'SECOND HOUSE N OF A SHARP CURVE TO THE E IN THE ROAD.  IT IS A
 LX5422'1 1/2-STORY FRAMED STRUCTURE WITH SHINGLE SIDING AND A RED
 LX5422'COMPOSITION ROOF.  THERE IS A LARGE DORMER ON THE W SIDE THAT
 LX5422'HAS TWO SETS OF DOUBLE WINDOWS.  THE CHIMNEY IS MADE OF FIELD
 LX5422'STONE AND IS AT THE FRONT CENTER OF THE HOUSE AND PASSES
 LX5422'THROUGH THE CENTER OF THE DORMER.
 LX5422'
 LX5422'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT 30 FEET.
 LX5422
 LX5422                          STATION RECOVERY (1968)
 LX5422
 LX5422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5422'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5422
 LX5422                          STATION RECOVERY (1984)
 LX5422
 LX5422'RECOVERY NOTE BY US POWER SQUADRON 1984 (JRR)
 LX5422'DUE TO THE CHANGES SINCE G.C.M. 1934 THE MARK WAS DIFFICULT TO
 LX5422'FIND AND A THOROUGH SEARCH OF TOWN RECORDS WAS MADE.  THE OWNERS
 LX5422'NAME AT THE TIME OF THE ESTABLISHING WAS PULTZE NOT PULZE.  AFTER
 LX5422'A CROSS REFERENCING OF INFORMATION BETWEEN THE TOWN CLERKS OFFICE
 LX5422'AND THE ASSESORS OFFICE IT WAS DETERMINED THAT THE ADDRESS OF
 LX5422'THE MARK IS 236 GIANTS NECK RD., THE HOUSE IS COVERED WITH
 LX5422'NATURAL COLORED WOOD SHINGLES AND THE CHIMNEY IS FIELD STONE ON
 LX5422'THE LOWER HALF AND BRICK ON THE UPPER HALF.
 LX5422'ONCE LOCATED THE DESCRIPTION OF THE STATION WAS
 LX5422'ADEQUATE.  2ND HOUSE N BEFORE 1ST HARD RIGHT.
 LX5422
 LX5422                          STATION RECOVERY (1989)
 LX5422
 LX5422'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5422'RECOVERED IN GOOD CONDITION.
 LX5422
 LX5422                          STATION RECOVERY (1991)
 LX5422
 LX5422'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5422'RECOVERED IN GOOD CONDITION.
 LX5422
 LX5422                          STATION RECOVERY (1999)
 LX5422
 LX5422'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5422'RECOVERED IN GOOD CONDITION.
 LX5422
 LX5422                          STATION RECOVERY (2001)
 LX5422
 LX5422'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5422'RECOVERED IN GOOD CONDITION.
 LX5422
 LX5422                          STATION RECOVERY (2003)
 LX5422
 LX5422'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5422'RECOVERED IN GOOD CONDITION.
 LX5422
 LX5422                          STATION RECOVERY (2005)
 LX5422
 LX5422'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3731 ***********************************************************************
 LW3731  DESIGNATION -  PUTNAM
 LW3731  PID         -  LW3731
 LW3731  STATE/COUNTY-  CT/WINDHAM
 LW3731  USGS QUAD   -  PUTNAM (1970)
 LW3731
 LW3731                         *CURRENT SURVEY CONTROL
 LW3731  ___________________________________________________________________
 LW3731* NAD 83(1996)-  41 54 43.90515(N)    071 55 32.46889(W)     ADJUSTED  
 LW3731* NAVD 88     -       156.7    (meters)     514.     (feet)  VERTCON   
 LW3731  ___________________________________________________________________
 LW3731  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LW3731  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LW3731
 LW3731  HORZ ORDER  -  FIRST
 LW3731
 LW3731.The horizontal coordinates were established by classical geodetic methods
 LW3731.and adjusted by the National Geodetic Survey in August 1998..
 LW3731
 LW3731.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3731
 LW3731.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3731
 LW3731.The geoid height was determined by GEOID03.
 LW3731
 LW3731;                    North         East     Units Scale Factor Converg.
 LW3731;SPC CT       -   272,546.395   373,188.775   MT  1.00000493   +0 32 47.6
 LW3731;SPC CT       -   894,179.30  1,224,370.17   sFT  1.00000493   +0 32 47.6
 LW3731;UTM  19      - 4,644,167.630   257,357.331   MT  1.00032453   -1 57 19.0
 LW3731;UTM  18      - 4,644,599.203   754,970.469   MT  1.00040004   +2 03 17.0
 LW3731
 LW3731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3731!SPC CT       -   0.99998006  x   1.00000493  =   0.99998499
 LW3731!UTM  19      -   0.99998006  x   1.00032453  =   1.00030459
 LW3731!UTM  18      -   0.99998006  x   1.00040004  =   1.00038010
 LW3731
 LW3731:                Primary Azimuth Mark                     Grid Az
 LW3731:SPC CT       -  GROSVENOR DALE TANK                      025 35 37.7
 LW3731:UTM  19      -  GROSVENOR DALE TANK                      028 05 44.3
 LW3731:UTM  18      -  GROSVENOR DALE TANK                      024 05 08.3
 LW3731
 LW3731|---------------------------------------------------------------------|
 LW3731| PID    Reference Object                     Distance      Geod. Az  |
 LW3731|                                                           dddmmss.s |
 LW3731| LW3737 GROSVENOR DALE TANK                 APPROX. 7.0 KM 0260825.3 |
 LW3731| LW3742 PUTNAM SPIPE                        166.444 METERS 03547     |
 LW3731| LW3635 THOMPSON CONG CHURCH SPIRE          APPROX. 7.3 KM 0453537.8 |
 LW3731| LW3648 VORTAC PUTNAM PUT                   APPROX. 8.3 KM 0543534.2 |
 LW3731| LW3730 PUTNAM CITY STANDPIPE               APPROX. 1.8 KM 0822425.8 |
 LW3731| LW3738 PUTNAM RAD STA WINY MAST            APPROX. 2.8 KM 1131038.4 |
 LW3731| LW3634 PUTNAM HTS FIRST CH OF CHRIST       APPROX. 5.3 KM 1142453.9 |
 LW3731| LW3696 DANIELSON WESTFIELD CONG CH         APPROX.12.3 KM 1623449.8 |
 LW3731| CB8439 PUTNAM RM 2                          25.147 METERS 17254     |
 LW3731| LW3710 BROOKLYN 2                          APPROX.10.0 KM 1914002.2 |
 LW3731| CB8440 PUTNAM RM 3                          35.040 METERS 26445     |
 LW3731| LW3732 WOODSTOCK CONG CHURCH SPIRE         APPROX. 5.7 KM 3151930.8 |
 LW3731| CB8441 PUTNAM AZ MK                                       3531221.0 |
 LW3731| CB8438 PUTNAM RM 1                          34.351 METERS 35704     |
 LW3731|---------------------------------------------------------------------|
 LW3731
 LW3731                          SUPERSEDED SURVEY CONTROL
 LW3731
 LW3731  NAD 83(1996)-  41 54 43.90486(N)    071 55 32.46873(W) AD(       ) 1
 LW3731  NAD 83(1992)-  41 54 43.90461(N)    071 55 32.46820(W) AD(       ) 1
 LW3731  NAD 83(1992)-  41 54 43.90467(N)    071 55 32.46844(W) AD(       ) 1
 LW3731  NAD 83(1986)-  41 54 43.90554(N)    071 55 32.46768(W) AD(       ) 1
 LW3731  NAD 27      -  41 54 43.55319(N)    071 55 34.20516(W) AD(       ) 1
 LW3731  NGVD 29 (07/19/86)  156.9    (m)          515.     (f) VERT ANG       
 LW3731
 LW3731.Superseded values are not recommended for survey control.
 LW3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3731.See file dsdata.txt to determine how the superseded data were derived.
 LW3731
 LW3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5735744168(NAD 83)
 LW3731_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3731_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3731+STABILITY: SURFACE MOTION
 LW3731
 LW3731  HISTORY     - Date     Condition        Report By
 LW3731  HISTORY     - 1936     MONUMENTED       CTGS
 LW3731  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LW3731  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3731
 LW3731                          STATION DESCRIPTION
 LW3731
 LW3731'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936
 LW3731'ON A WOODED HILL BY AIRLINE ABOUT 1.0 MILE SOUTHWEST OF THE
 LW3731'PUTNAM RAILROAD STATION, ON THE PROPERTY OF THE RICHARDS
 LW3731'HEIRS.  ABOUT 15 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT
 LW3731'ROAD WHICH CROSSES THE NORTH END OF THE HILL, AND ABOUT 12 FEET
 LW3731'NORTHEAST OF A 4 INCH OAK WITH A TRIANGULAR BLAZE.  IT IS
 LW3731'SLIGHTLY LOWER THAN THE TOP OF THE HILL WHICH IS ABOUT 250 YARDS
 LW3731'IN A SOUTHERLY DIRECTION FROM THE STATION.  THE STATION MARK IS
 LW3731'A STANDARD DISK STAMPED PUTNAM-1936 SET IN A SQUARE CONCRETE
 LW3731'POST, THE TOP BEING FLUSH WITH THE GROUND.
 LW3731'
 LW3731'UNDERGROUND STATION MARK SET ABOUT 38 INCHES BELOW GROUND LEVEL
 LW3731'STANDARD DISK IN BLOCK OF CONCRETE WITH 3 INCHES OF SAND BETWEEN
 LW3731'UNDERGROUND AND SURFACE MARK.
 LW3731'
 LW3731'TO REACH FROM THE CORNER OF FRANKLIN AND MAIN STREETS IN PUTNAM,
 LW3731'GO 0.3 MILE ON ROUTE 44 TO TRAFFIC ROTARY.  TURN RIGHT (NORTH)
 LW3731'AND GO 0.35 MILE TO T LEFT ON GRAVEL ROAD.  TURN LEFT AND GO
 LW3731'0.05 MILE TO Y, BEAR LEFT AND GO 0.35 MILE (SOUTHWEST) UP STEEP
 LW3731'GRADE TO CREST, STATION IS ON THE LEFT (SOUTHEAST).
 LW3731'
 LW3731'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LW3731'BRONZE DISKS SET IN CONCRETE, AND IN A BOULDER, NOTES 1A, 7A, 11A,
 LW3731'AND 12C.
 LW3731'
 LW3731'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED PUTNAM-1936-NO. 1
 LW3731'SET IN A SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE
 LW3731'GROUND.  IT IS 112.86 FEET NORTH OF THE STATION.  REFERENCE MARK
 LW3731'NO. 2 IS A STANDARD DISK STAMPED PUTNAM-1936-NO.2 SET IN A SQUARE
 LW3731'CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.  IT IS 82.51
 LW3731'FEET SOUTH OF THE STATION.  REFERENCE MARK NO. 3 IS A STANDARD
 LW3731'DISK STAMPED PUTNAM-1936-NO.3 WEDGED IN A DRILL HOLE OF A
 LW3731'BOULDER, 2 FEET HIGH AND 2 FEET IN DIAMETER.  IT IS 115.00
 LW3731'FEET WEST OF THE STATION.
 LW3731'
 LW3731'THE AZIMUTH MARK IS A STANDARD DISK STAMPED PUTNAM-1936 WEDGED
 LW3731'IN A DRILL HOLE IN A BOULDER ABOUT 2 FEET HIGH AND 3 FEET IN
 LW3731'DIAMETER.  IT IS ABOUT 600 FEET NORTH OF THE STATION.
 LW3731
 LW3731                          STATION RECOVERY (1972)
 LW3731
 LW3731'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LW3731'PUTNAM 1936 GOOD
 LW3731'
 LW3731'PUTNAM 1936 NO. 1 EXCELLENT
 LW3731'
 LW3731'PUTNAM 1936 NO. 2 EXCELLENT
 LW3731'
 LW3731'PUTNAM 1936 NO. 3 GOOD
 LW3731'
 LW3731'STATION WAS FOUND TO BE 37 FEET SOUTHEAST OF ROAD CENTER-LINE,
 LW3731'(ORIGINAL DESCRIPTION HAD 15 FEET) AND 15 FEET NORTHEAST OF 4 IN
 LW3731'PINE.
 LW3731'
 LW3731'RM 1 IS 49 FEET SOUTHEAST OF A 15 IN PINE AND 42 FEET NORTHWEST
 LW3731'OF ROAD CENTER-LINE.
 LW3731'
 LW3731'RM 3 IS 9 FEET NORTHEAST OF STONE WALL CENTER-LINE AND 42 FEET
 LW3731'NORTHWEST OF ROAD CENTER-LINE.
 LW3731'
 LW3731'TO REACH FROM THE INTERSECTION OF SABIN STREET AND ROUTE 44
 LW3731'(POMFRET STREET) WHICH IS 0.33 MILE SOUTHWEST OF WHERE IT
 LW3731'CROSSES THE QUINEBAUG RIVER IN PUTNAM.  GO NORTHWEST ON SABIN
 LW3731'STREET FOR 0.36 MILE.  TAKE LEFT ON UNDERWOOD STREET, PROCEED
 LW3731'WESTERLY FOR 0.05 MILE.  TAKE LEFT ON RICHMOND ROAD AND GO
 LW3731'SOUTHWEST FOR 0.31 MILE TO TOP OF HILL.  STATION IS 37 FEET
 LW3731'SOUTHEAST OF ROAD CENTER-LINE.  STATION IS OVERGROWN WITH SMALL
 LW3731'TREES AND BRUSH.  NO VISIBILITY WITHOUT A TOWER.
 LW3731
 LW3731                          STATION RECOVERY (1977)
 LW3731
 LW3731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3731'THE STATION MARK, REFERENCE MARKS 1, 2, 3 AND AZIMUTH MARK WERE
 LW3731'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 LW3731'1 WAS FOUND TO BE SHORTER BY 0.16 FOOT.  THE DISTANCE TO
 LW3731'REFERENCE MARK 2 CHECKED WITH THE PREVIOUS MEASUREMENT.  THE
 LW3731'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.04
 LW3731'FOOT.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 CHECKED WITH
 LW3731'PREVIOUS OBSERVATIONS.  THE DIRECTION TO REFERENCE MARK 3 WAS
 LW3731'FOUND TO BE LESS BY 4 MINUTES AND 37 SECONDS.  THE AZIMUTH
 LW3731'MARK WAS NOT CUT IN AT THIS TIME DUE TO HEAVY GROWTH OF
 LW3731'TREES.
 LW3731'
 LW3731'TO REACH THE STATION FROM THE POST OFFICE IN PUTNAM, GO SOUTH-
 LW3731'SOUTHWEST ON MAIN STREET FOR 0.1 MILE TO THE JUNCTION OF U.S.
 LW3731'HIGHWAY 44 (PROMFRET STREET).  TURN RIGHT AND GO WESTERLY ON
 LW3731'HIGHWAY 44 FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, G0
 LW3731'NORTHWESTERLY ON SABIN STREET FOR 0.35 MILE TO A SIDE ROAD
 LW3731'LEFT.  TURN LEFT AND GO WEST ON UNDERWOOD ROAD FOR 0.05 MILE
 LW3731'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHERLY ON RICHMOND
 LW3731'HILL ROAD FOR 0.25 MILE TO THE END OF PAVEMENT AND WATER TANK
 LW3731'ON THE RIGHT.  CONTINUE SOUTHERLY ON A TRACK ROAD FOR 0.1
 LW3731'MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LW3731'
 LW3731'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF POMFRET,
 LW3731'1 MILE WEST OF PUTNAM AND ON THE PROPERTY OF THE CITY OF
 LW3731'PUTNAM, PERMISSION WAS GRANTED BY MR. LEO C. TETREAULT, MAYOR,
 LW3731'CHURCH STREET, PUTNAM, CONNECTICUT.
 LW3731'
 LW3731'STATION MARKS, STAMPED---PUTNAM 1936---, ARE STANDARD DISKS.
 LW3731'THE SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE
 LW3731'MONUMENT THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND MARK
 LW3731'IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 36 INCHES
 LW3731'BELOW THE GROUND SURFACE.  THEY ARE 37 FEET SOUTHWEST OF THE
 LW3731'CENTER OF THE TRACK ROAD, 19.8 FEET SOUTH OF A 6-INCH TREE AND
 LW3731'3.4 FEET NORTHWEST OF A METAL WITNESS POST.
 LW3731'A 30-INCH LONG STEEL ROD WAS DRIVEN BY THE STATION MARK.
 LW3731'
 LW3731'REFERENCE MARK 1, STAMPED---PUTNAM 1936 NO 1---, IS A
 LW3731'STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 LW3731'IS FLUSH WITH THE GROUND.  IT IS 48.5 FEET EAST-NORTHEAST OF
 LW3731'AN 18-INCH PINE TREE, 42.5 FEET NORTHWEST OF THE TRACK ROAD AND
 LW3731'18 FEET EAST-SOUTHEAST OF A SMALL TWIN TRUNK TREE.
 LW3731'
 LW3731'REFERENCE MARK 2, STAMPED---PUTNAM 1936 NO 2---, IS A STANDARD
 LW3731'DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 LW3731'FLUSH WITH THE GROUND.  IT IS 97.5 FEET SOUTHEAST OF THE TRACK
 LW3731'ROAD, 79.5 FEET SOUTH OF THE METAL WITNESS POST AT STATION MARK
 LW3731'AND 11.5 FEET NORTH-NORTHWEST OF A SMALL TRIPLE TRUNKED TREE.
 LW3731'
 LW3731'REFERENCE MARK 3, STAMPED---PUTNAM 1936 NO 3---, IS A STANDARD
 LW3731'DISK SET IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LW3731'2 FEET ABOVE THE GROUND.  IT IS 42 FEET NORTHWEST OF THE TRACK
 LW3731'ROAD, 14.5 FEET SOUTH OF AN 18-INCH PINE TREE, 11 FEET EAST
 LW3731'OF A ROCK FENCE AND 3.5 FEET EAST-NORTHEAST OF A TWIN TRUNK
 LW3731'OAK TREE.
 LW3731'
 LW3731'AZIMUTH MARK, STAMPED---PUTNAM 1936---, IS A STANDARD DISK SET
 LW3731'IN A DRILL HOLE IN A 2 FOOT BY 4 FOOT BOULDER THAT PROJECTS
 LW3731'ABOUT 2 FEET.  THE MARK IS NOT VISIBLE TO THE STATION AND
 LW3731'NO PROMINENT LAND MARKS NEARBY.
 LW3731'IT IS 600 FEET NORTH OF THE STATION.
 LW3731'
 LW3731'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.5 METERS.
 LW3731'
 LW3731'DESCRIBED BY L.K. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4469 ***********************************************************************
 DH4469  DESIGNATION -  PUTNAM
 DH4469  PID         -  DH4469
 DH4469  STATE/COUNTY-  CT/WINDHAM
 DH4469  USGS QUAD   -  PUTNAM (1970)
 DH4469
 DH4469                         *CURRENT SURVEY CONTROL
 DH4469  ___________________________________________________________________
 DH4469* NAD 83(1996)-  41 53 58.88903(N)    071 53 20.89093(W)     ADJUSTED  
 DH4469* NAVD 88     -        86.7    (meters)     284.     (feet)  GPS OBS   
 DH4469  ___________________________________________________________________
 DH4469  X           -   1,477,964.625 (meters)                     COMP
 DH4469  Y           -  -4,518,936.786 (meters)                     COMP
 DH4469  Z           -   4,237,355.713 (meters)                     COMP
 DH4469  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DH4469  ELLIP HEIGHT-          57.13  (meters)          (05/31/05) GPS OBS
 DH4469  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DH4469
 DH4469  HORZ ORDER  -  A
 DH4469  ELLP ORDER  -  THIRD     CLASS I
 DH4469
 DH4469.The horizontal coordinates were established by GPS observations
 DH4469.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4469
 DH4469.The orthometric height was determined by GPS observations and a
 DH4469.high-resolution geoid model.
 DH4469
 DH4469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4469
 DH4469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4469
 DH4469.The ellipsoidal height was determined by GPS observations
 DH4469.and is referenced to NAD 83.
 DH4469
 DH4469.The geoid height was determined by GEOID03.
 DH4469
 DH4469;                    North         East     Units Scale Factor Converg.
 DH4469;SPC CT       -   271,187.135   376,234.790   MT  1.00000351   +0 34 14.9
 DH4469;SPC CT       -   889,719.79  1,234,363.64   sFT  1.00000351   +0 34 14.9
 DH4469;UTM  19      - 4,642,676.255   260,342.046   MT  1.00030682   -1 55 49.3
 DH4469
 DH4469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4469!SPC CT       -   0.99999104  x   1.00000351  =   0.99999455
 DH4469!UTM  19      -   0.99999104  x   1.00030682  =   1.00029786
 DH4469
 DH4469                          SUPERSEDED SURVEY CONTROL
 DH4469
 DH4469.No superseded survey control is available for this station.
 DH4469
 DH4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6034242676(NAD 83)
 DH4469_MARKER: Z = SEE DESCRIPTION
 DH4469_SETTING: 0 = UNSPECIFIED SETTING
 DH4469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4469+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4469
 DH4469  HISTORY     - Date     Condition        Report By
 DH4469  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4469
 DH4469                          STATION DESCRIPTION
 DH4469
 DH4469'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4469'BASE STATION PUTNAM IS A TRIMBLE NAVIGATION COMPANY COMPACT  DOME GPS
 DH4469'ANTENNA PERMANENTLY INSTALLED ON A GALVANIZED STEEL  POLE WHICH IS
 DH4469'BOLTED TO THE EXTERIOR BRICK WALL OF THE CONNDOT  MAINTENANCE GARAGE
 DH4469'(81-174) IN PUTNAM. TO REACH THE STATION FROM THE INTERSECTION OF US
 DH4469'ROUTE 44  (POMFRET STREET) AND CT ROUTE 12 (SOUTH GROVE
 DH4469'STREET/KILLINGLY  AVENUE), PROCEED SOUTH THEN SOUTHEAST ON CT ROUTE 12
 DH4469'FOR 1.6 MI.  TO THE STATION ON THE RIGHT (SOUTHWEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3730 ***********************************************************************
 LW3730  DESIGNATION -  PUTNAM CITY STANDPIPE
 LW3730  PID         -  LW3730
 LW3730  STATE/COUNTY-  CT/WINDHAM
 LW3730  USGS QUAD   -  PUTNAM (1970)
 LW3730
 LW3730                         *CURRENT SURVEY CONTROL
 LW3730  ___________________________________________________________________
 LW3730* NAD 83(1996)-  41 54 51.55802(N)    071 54 15.53446(W)     ADJUSTED  
 LW3730* NAVD 88     -                                                        
 LW3730  ___________________________________________________________________
 LW3730  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 LW3730  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LW3730
 LW3730  HORZ ORDER  -  THIRD
 LW3730
 LW3730.The horizontal coordinates were established by classical geodetic methods
 LW3730.and adjusted by the National Geodetic Survey in August 1998..
 LW3730
 LW3730
 LW3730.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3730
 LW3730.The geoid height was determined by GEOID03.
 LW3730
 LW3730;                    North         East     Units Scale Factor Converg.
 LW3730;SPC CT       -   272,799.634   374,959.399   MT  1.00000518   +0 33 38.7
 LW3730;SPC CT       -   895,010.13  1,230,179.29   sFT  1.00000518   +0 33 38.7
 LW3730;UTM  19      - 4,644,343.392   259,137.880   MT  1.00031394   -1 56 27.8
 LW3730
 LW3730                          SUPERSEDED SURVEY CONTROL
 LW3730
 LW3730  NAD 83(1996)-  41 54 51.55773(N)    071 54 15.53437(W) AD(       ) 4
 LW3730  NAD 83(1992)-  41 54 51.55745(N)    071 54 15.53378(W) AD(       ) 4
 LW3730  NAD 83(1992)-  41 54 51.55749(N)    071 54 15.53399(W) AD(       ) 4
 LW3730  NAD 83(1986)-  41 54 51.55823(N)    071 54 15.53319(W) AD(       ) 4
 LW3730  NAD 27      -  41 54 51.20626(N)    071 54 17.26323(W) AD(       ) 3
 LW3730
 LW3730.Superseded values are not recommended for survey control.
 LW3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3730.See file dsdata.txt to determine how the superseded data were derived.
 LW3730
 LW3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5913844343(NAD 83)
 LW3730
 LW3730  HISTORY     - Date     Condition        Report By
 LW3730  HISTORY     - 1937     MONUMENTED       CTGS
 LW3730  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3730  HISTORY     - 1988     GOOD             USPSQD
 LW3730
 LW3730                          STATION DESCRIPTION
 LW3730
 LW3730'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3730'A GREY, CYLINDRICAL STAND PIPE ABOUT 100 FEET HIGH AND 45 FEET
 LW3730'IN DIAMETER STANDS ON THE TOP OF PROSPECT STREET, ABOUT 0.7 MILE
 LW3730'FROM THE CENTER OF PUTNAM (BY TRUCK TRAVEL), IN AN EASTERLY
 LW3730'DIRECTION.  PUTNAM, CONNECTICUT IN LARGE BLACK LETTERS IS
 LW3730'PAINTED ON THE SIDE OF THE TANK.  IT IS OWNED BY THE PUTNAM
 LW3730'WATER CO.  THE POINT OBSERVED ON WAS THE BALL ON THE TOP.  IT
 LW3730'WAS OBSERVED FROM EASTER (V.G.), COATNEY, PUTNAM, AND BROWN.
 LW3730
 LW3730                          STATION RECOVERY (1977)
 LW3730
 LW3730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3730'THE STATION IS THE APEX OF THE PUTNAM CITY STANDPIPE WHICH IS
 LW3730'GREEN IN COLOR, ABOUT 100 FEET HIGH AND OWNED BY THE CITY OF
 LW3730'PUTNAM.
 LW3730'
 LW3730'THE STATION WAS RECOVERED AS DESCRIBED IN 1937 AS BEING 0.7
 LW3730'MILE EAST OF THE CENTER OF PUTNAM.
 LW3730'
 LW3730'DESCRIBED BY V.D. NOVAK.
 LW3730
 LW3730                          STATION RECOVERY (1988)
 LW3730
 LW3730'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5837 ***********************************************************************
 DH5837  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5837  DESIGNATION -  PUTNAM CORS ARP
 DH5837  CORS_ID     -  CTPU
 DH5837  PID         -  DH5837
 DH5837  STATE/COUNTY-  CT/WINDHAM
 DH5837  USGS QUAD   -  PUTNAM (1970)
 DH5837
 DH5837                         *CURRENT SURVEY CONTROL
 DH5837  ___________________________________________________________________
 DH5837* NAD 83(CORS)-  41 53 58.88883(N)    071 53 20.88992(W)     ADJUSTED  
 DH5837* NAVD 88     -                                                        
 DH5837  ___________________________________________________________________
 DH5837  EPOCH DATE  -        2002.00
 DH5837  X           -   1,477,964.641 (meters)                     COMP
 DH5837  Y           -  -4,518,936.762 (meters)                     COMP
 DH5837  Z           -   4,237,355.689 (meters)                     COMP
 DH5837  ELLIP HEIGHT-          57.10  (meters)          (09/??/05) GPS OBS
 DH5837  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DH5837
 DH5837  HORZ ORDER  -  SPECIAL (CORS)
 DH5837  ELLP ORDER  -  SPECIAL (CORS)
 DH5837
 DH5837.ITRF positions are available for this station.
 DH5837.The coordinates were established by GPS observations
 DH5837.and adjusted by the National Geodetic Survey in September 2005..
 DH5837.The coordinates are valid at the epoch date displayed above.
 DH5837.The epoch date for horizontal control is a decimal equivalence
 DH5837.of Year/Month/Day.
 DH5837
 DH5837
 DH5837.The PID for the CORS L1 Phase Center is DH5838.
 DH5837
 DH5837.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5837
 DH5837.The ellipsoidal height was determined by GPS observations
 DH5837.and is referenced to NAD 83.
 DH5837
 DH5837.The geoid height was determined by GEOID03.
 DH5837
 DH5837;                    North         East     Units Scale Factor Converg.
 DH5837;SPC CT       -   271,187.129   376,234.813   MT  1.00000351   +0 34 14.9
 DH5837;SPC CT       -   889,719.77  1,234,363.72   sFT  1.00000351   +0 34 14.9
 DH5837
 DH5837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5837!SPC CT       -   0.99999104  x   1.00000351  =   0.99999455
 DH5837
 DH5837                          SUPERSEDED SURVEY CONTROL
 DH5837
 DH5837.No superseded survey control is available for this station.
 DH5837
 DH5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6034242676(NAD 83)
 DH5837_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5837
 DH5837                          STATION DESCRIPTION
 DH5837
 DH5837'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5837'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5837'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5837'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5837'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5837'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5838 ***********************************************************************
 DH5838  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5838  DESIGNATION -  PUTNAM CORS L1 PHASE CENTER
 DH5838  CORS_ID     -  CTPU
 DH5838  PID         -  DH5838
 DH5838  STATE/COUNTY-  CT/WINDHAM
 DH5838  USGS QUAD   -  PUTNAM (1970)
 DH5838
 DH5838                         *CURRENT SURVEY CONTROL
 DH5838  ___________________________________________________________________
 DH5838* NAD 83(CORS)-  41 53 58.88887(N)    071 53 20.88990(W)     ADJUSTED  
 DH5838* NAVD 88     -                                                        
 DH5838  ___________________________________________________________________
 DH5838  EPOCH DATE  -        2002.00
 DH5838  X           -   1,477,964.667 (meters)                     COMP
 DH5838  Y           -  -4,518,936.838 (meters)                     COMP
 DH5838  Z           -   4,237,355.763 (meters)                     COMP
 DH5838  ELLIP HEIGHT-          57.21  (meters)          (09/??/05) GPS OBS
 DH5838  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 DH5838
 DH5838  HORZ ORDER  -  SPECIAL (CORS)
 DH5838  ELLP ORDER  -  SPECIAL (CORS)
 DH5838
 DH5838.ITRF positions are available for this station.
 DH5838.The coordinates were established by GPS observations
 DH5838.and adjusted by the National Geodetic Survey in September 2005..
 DH5838.The coordinates are valid at the epoch date displayed above.
 DH5838.The epoch date for horizontal control is a decimal equivalence
 DH5838.of Year/Month/Day.
 DH5838
 DH5838
 DH5838.The PID for the CORS ARP is DH5837.
 DH5838
 DH5838.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5838
 DH5838.The ellipsoidal height was determined by GPS observations
 DH5838.and is referenced to NAD 83.
 DH5838
 DH5838.The geoid height was determined by GEOID03.
 DH5838
 DH5838;                    North         East     Units Scale Factor Converg.
 DH5838;SPC CT       -   271,187.131   376,234.814   MT  1.00000351   +0 34 14.9
 DH5838;SPC CT       -   889,719.78  1,234,363.72   sFT  1.00000351   +0 34 14.9
 DH5838
 DH5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5838!SPC CT       -   0.99999103  x   1.00000351  =   0.99999454
 DH5838
 DH5838                          SUPERSEDED SURVEY CONTROL
 DH5838
 DH5838.No superseded survey control is available for this station.
 DH5838
 DH5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6034242676(NAD 83)
 DH5838_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5838
 DH5838                          STATION DESCRIPTION
 DH5838
 DH5838'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5838'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5838'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5838'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5838'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5838'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3634 ***********************************************************************
 LW3634  DESIGNATION -  PUTNAM HTS FIRST CH OF CHRIST
 LW3634  PID         -  LW3634
 LW3634  STATE/COUNTY-  CT/WINDHAM
 LW3634  USGS QUAD   -  THOMPSON (1974)
 LW3634
 LW3634                         *CURRENT SURVEY CONTROL
 LW3634  ___________________________________________________________________
 LW3634* NAD 83(1996)-  41 53 32.53813(N)    071 52 02.21055(W)     ADJUSTED  
 LW3634* NAVD 88     -                                                        
 LW3634  ___________________________________________________________________
 LW3634  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LW3634  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LW3634
 LW3634  HORZ ORDER  -  THIRD
 LW3634
 LW3634.The horizontal coordinates were established by classical geodetic methods
 LW3634.and adjusted by the National Geodetic Survey in August 1998..
 LW3634
 LW3634
 LW3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3634
 LW3634.The geoid height was determined by GEOID03.
 LW3634
 LW3634;                    North         East     Units Scale Factor Converg.
 LW3634;SPC CT       -   270,392.464   378,056.608   MT  1.00000271   +0 35 07.1
 LW3634;SPC CT       -   887,112.61  1,240,340.72   sFT  1.00000271   +0 35 07.1
 LW3634;UTM  19      - 4,641,802.583   262,127.986   MT  1.00029632   -1 54 55.7
 LW3634
 LW3634                          SUPERSEDED SURVEY CONTROL
 LW3634
 LW3634  NAD 83(1996)-  41 53 32.53782(N)    071 52 02.21039(W) AD(       ) 4
 LW3634  NAD 83(1992)-  41 53 32.53744(N)    071 52 02.20980(W) AD(       ) 4
 LW3634  NAD 83(1992)-  41 53 32.53744(N)    071 52 02.21003(W) AD(       ) 4
 LW3634  NAD 83(1986)-  41 53 32.53808(N)    071 52 02.20919(W) AD(       ) 4
 LW3634  NAD 27      -  41 53 32.18340(N)    071 52 03.94760(W) AD(       ) 3
 LW3634
 LW3634.Superseded values are not recommended for survey control.
 LW3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3634.See file dsdata.txt to determine how the superseded data were derived.
 LW3634
 LW3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6212841803(NAD 83)
 LW3634
 LW3634  HISTORY     - Date     Condition        Report By
 LW3634  HISTORY     - 1937     MONUMENTED       CTGS
 LW3634  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3634  HISTORY     - 1988     GOOD             USPSQD
 LW3634
 LW3634                          STATION DESCRIPTION
 LW3634
 LW3634'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3634'THE CHURCH IS SITUATED ABOUT 100 FEET EAST OF THE INTERSECTION
 LW3634'OF THE THOMPSON ROAD AND THE PUTNAM ROAD ON THE TOP OF A HIGH HILL
 LW3634'WHICH IS ABOUT 2-1/2 MILES SOUTHEAST OF THE CENTER OF PUTNAM.  IT
 LW3634'IS ABOUT 0.5 MILE EAST OF ROUTE 12.  THE CHURCH IS A WHITE FRAME
 LW3634'BUILDING WITH A 15-FOOT SPIRE WHICH IS ABOUT 50 FEET ABOVE THE
 LW3634'GROUND.  BENEATH THE SPIRE IS A BELFRY WITH A BELL IN IT.  THE
 LW3634'POINT OBSERVED ON WAS THE TOP OF THE SPIRE.  IT WAS OBSERVED
 LW3634'FROM STATIONS, EASTER, PUTNAM, BROWN, AND BRANDY.
 LW3634
 LW3634                          STATION RECOVERY (1977)
 LW3634
 LW3634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3634'THE STATION IS THE APEX OF THE
 LW3634'PUTNAM FIRST CONGREATIONAL CHURCH
 LW3634'SPIRE.  THE CHURCH IS PAINTED WHITE, ABOUT 70 FEET TALL AND
 LW3634'HAS A BELL TOWER ON THE ROOF AND A SPIRE ON THE BELL TOWER,
 LW3634'WITH A BALL AND WEATHER VANE ON A ROD ON TOP OF THE SPIRE.
 LW3634'THE 1937 STATION NAME WAS PUTNAM HEIGHTS 1ST CHURCH OF
 LW3634'CHRIST SPIRE.
 LW3634'
 LW3634'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF EAST PUTNAM,
 LW3634'2-3/4 MILES SOUTHEAST OF PUTNAM AND IN PUTNAM HEIGHTS.
 LW3634'
 LW3634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LW3634'STATE HIGHWAY 52, ABOUT 1 MILE EAST OF PUTNAM, GO EAST ON U.S.
 LW3634'HIGHWAY 44 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY 21.
 LW3634'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 21 FOR 2.5 MILES
 LW3634'TO A CROSS ROAD (ASPINOCK ROAD AND HURRY HILL ROAD) AND THE
 LW3634'STATION ON THE LEFT.
 LW3634'
 LW3634'DESCRIBED BY A.G. THACKER.
 LW3634
 LW3634                          STATION RECOVERY (1988)
 LW3634
 LW3634'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1075 ***********************************************************************
 LW1075  DESIGNATION -  Q 10
 LW1075  PID         -  LW1075
 LW1075  STATE/COUNTY-  CT/WINDHAM
 LW1075  USGS QUAD   -  DANIELSON (1970)
 LW1075
 LW1075                         *CURRENT SURVEY CONTROL
 LW1075  ___________________________________________________________________
 LW1075* NAD 83(1986)-  41 49 28.     (N)    071 53 05.     (W)     SCALED    
 LW1075* NAVD 88     -        71.957  (meters)     236.08   (feet)  ADJUSTED  
 LW1075  ___________________________________________________________________
 LW1075  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LW1075  DYNAMIC HT  -          71.932 (meters)     236.00  (feet)  COMP
 LW1075  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LW1075
 LW1075  VERT ORDER  -  SECOND    CLASS 0
 LW1075
 LW1075.The horizontal coordinates were scaled from a topographic map and have
 LW1075.an estimated accuracy of +/- 6 seconds.
 LW1075
 LW1075.The orthometric height was determined by differential leveling
 LW1075.and adjusted by the National Geodetic Survey in June 1991..
 LW1075
 LW1075.The geoid height was determined by GEOID03.
 LW1075
 LW1075.The dynamic height is computed by dividing the NAVD 88
 LW1075.geopotential number by the normal gravity value computed on the
 LW1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1075.degrees latitude (g = 980.6199 gals.).
 LW1075
 LW1075.The modeled gravity was interpolated from observed gravity values.
 LW1075
 LW1075;                    North         East    Units  Estimated Accuracy
 LW1075;SPC CT       -   262,830.      376,690.      MT  (+/- 180 meters Scaled)
 LW1075
 LW1075                          SUPERSEDED SURVEY CONTROL
 LW1075
 LW1075  NGVD 29 (??/??/92)   72.200  (m)          236.88   (f) ADJ UNCH    2 0
 LW1075
 LW1075.Superseded values are not recommended for survey control.
 LW1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1075.See file dsdata.txt to determine how the superseded data were derived.
 LW1075
 LW1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG604343(NAD 83)
 LW1075_MARKER: DB = BENCH MARK DISK
 LW1075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1075_SP_SET: BRIDGE
 LW1075_STAMPING: Q 10 1935
 LW1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1075+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW1075
 LW1075  HISTORY     - Date     Condition        Report By
 LW1075  HISTORY     - 1935     MONUMENTED       CGS
 LW1075  HISTORY     - 1936     GOOD             NGS
 LW1075  HISTORY     - 1988     GOOD             USPSQD
 LW1075  HISTORY     - 19900503 GOOD             USPSQD
 LW1075  HISTORY     - 20051105 GOOD             GEOCAC
 LW1075
 LW1075                          STATION DESCRIPTION
 LW1075
 LW1075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1075'1.5 MI N FROM DANIELSON.
 LW1075'1.5 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1075'RAILROAD FROM THE STATION AT DANIELSON, WINDHAM COUNTY, 1,540 FEET
 LW1075'NORTH OF MILEPOST W 33-G 38, AT A 100-FOOT ARCH BRIDGE OVER A
 LW1075'CREEK, IN THE TOP OF THE SOUTH END OF THE WEST SPANDREL, 9 FEET
 LW1075'WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 INCHES LOWER
 LW1075'THAN THE TRACK.
 LW1075
 LW1075                          STATION RECOVERY (1936)
 LW1075
 LW1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1075'RECOVERED IN GOOD CONDITION.
 LW1075
 LW1075                          STATION RECOVERY (1988)
 LW1075
 LW1075'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1075'RECOVERED IN GOOD CONDITION.
 LW1075
 LW1075                          STATION RECOVERY (1990)
 LW1075
 LW1075'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1075'RECOVERED IN GOOD CONDITION.
 LW1075
 LW1075                          STATION RECOVERY (2005)
 LW1075
 LW1075'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0775 ***********************************************************************
 LX0775  DESIGNATION -  Q 1=165
 LX0775  PID         -  LX0775
 LX0775  STATE/COUNTY-  CT/FAIRFIELD
 LX0775  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0775
 LX0775                         *CURRENT SURVEY CONTROL
 LX0775  ___________________________________________________________________
 LX0775* NAD 83(1986)-  41 04 37.     (N)    073 28 12.     (W)     SCALED    
 LX0775* NAVD 88     -        17.895  (meters)      58.71   (feet)  ADJUSTED  
 LX0775  ___________________________________________________________________
 LX0775  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX0775  DYNAMIC HT  -          17.889 (meters)      58.69  (feet)  COMP
 LX0775  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LX0775
 LX0775  VERT ORDER  -  FIRST     CLASS I
 LX0775
 LX0775.The horizontal coordinates were scaled from a topographic map and have
 LX0775.an estimated accuracy of +/- 6 seconds.
 LX0775
 LX0775.The orthometric height was determined by differential leveling
 LX0775.and adjusted by the National Geodetic Survey in June 1991..
 LX0775
 LX0775.The geoid height was determined by GEOID03.
 LX0775
 LX0775.The dynamic height is computed by dividing the NAVD 88
 LX0775.geopotential number by the normal gravity value computed on the
 LX0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0775.degrees latitude (g = 980.6199 gals.).
 LX0775
 LX0775.The modeled gravity was interpolated from observed gravity values.
 LX0775
 LX0775;                    North         East    Units  Estimated Accuracy
 LX0775;SPC CT       -   179,710.      244,290.      MT  (+/- 180 meters Scaled)
 LX0775
 LX0775                          SUPERSEDED SURVEY CONTROL
 LX0775
 LX0775  NGVD 29 (??/??/92)   18.23   (m)           59.8    (f) COMPUTED    1 1
 LX0775
 LX0775.Superseded values are not recommended for survey control.
 LX0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0775.See file dsdata.txt to determine how the superseded data were derived.
 LX0775
 LX0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL285484(NAD 83)
 LX0775_MARKER: Z = SEE DESCRIPTION
 LX0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0775_SP_SET: STONE
 LX0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0775+STABILITY: SURFACE MOTION
 LX0775
 LX0775  HISTORY     - Date     Condition        Report By
 LX0775  HISTORY     - UNK      MONUMENTED       DOD
 LX0775  HISTORY     - 1965     GOOD             NGS
 LX0775
 LX0775                          STATION DESCRIPTION
 LX0775
 LX0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0775'AT DARIEN.
 LX0775'AT DARIEN, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0775'ABOUT 250 FEET EAST OF THE EAST END OF THE STATION ON THE SOUTH
 LX0775'SIDE OF THE TRACK, 12.2 FEET SOUTH OF THE SOUTH RAIL, ON TOP
 LX0775'OF THE SOUTH CORNER OF THE TOP-STONE OF THE SOUTH WING WALL OF
 LX0775'THE RAILROAD OVERPASS OVER U.S. HIGHWAY 1 AND 1 FOOT ABOVE THE
 LX0775'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0041 ***********************************************************************
 LX0041  DESIGNATION -  Q 12
 LX0041  PID         -  LX0041
 LX0041  STATE/COUNTY-  CT/WINDHAM
 LX0041  USGS QUAD   -  WILLIMANTIC (1984)
 LX0041
 LX0041                         *CURRENT SURVEY CONTROL
 LX0041  ___________________________________________________________________
 LX0041* NAD 83(1986)-  41 42 33.     (N)    072 12 21.     (W)     SCALED    
 LX0041* NAVD 88     -        66.243  (meters)     217.33   (feet)  ADJUSTED  
 LX0041  ___________________________________________________________________
 LX0041  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX0041  DYNAMIC HT  -          66.219 (meters)     217.25  (feet)  COMP
 LX0041  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LX0041
 LX0041  VERT ORDER  -  FIRST     CLASS II
 LX0041
 LX0041.The horizontal coordinates were scaled from a topographic map and have
 LX0041.an estimated accuracy of +/- 6 seconds.
 LX0041
 LX0041.The orthometric height was determined by differential leveling
 LX0041.and adjusted by the National Geodetic Survey in June 1991..
 LX0041
 LX0041.The geoid height was determined by GEOID03.
 LX0041
 LX0041.The dynamic height is computed by dividing the NAVD 88
 LX0041.geopotential number by the normal gravity value computed on the
 LX0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0041.degrees latitude (g = 980.6199 gals.).
 LX0041
 LX0041.The modeled gravity was interpolated from observed gravity values.
 LX0041
 LX0041;                    North         East    Units  Estimated Accuracy
 LX0041;SPC CT       -   249,810.      350,090.      MT  (+/- 180 meters Scaled)
 LX0041
 LX0041                          SUPERSEDED SURVEY CONTROL
 LX0041
 LX0041  NGVD 29 (??/??/92)   66.499  (m)          218.17   (f) ADJ UNCH    1 2
 LX0041
 LX0041.Superseded values are not recommended for survey control.
 LX0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0041.See file dsdata.txt to determine how the superseded data were derived.
 LX0041
 LX0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM324212(NAD 83)
 LX0041_MARKER: DB = BENCH MARK DISK
 LX0041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0041_SP_SET: BRIDGE BACK WALL
 LX0041_STAMPING: Q 12 1935
 LX0041_MARK LOGO: CGS   
 LX0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0041
 LX0041  HISTORY     - Date     Condition        Report By
 LX0041  HISTORY     - 1935     MONUMENTED       CGS
 LX0041  HISTORY     - 1943     GOOD             CTDT
 LX0041  HISTORY     - 1943     GOOD             USGS
 LX0041  HISTORY     - 1984     GOOD             NGS
 LX0041  HISTORY     - 1986     GOOD             NGS
 LX0041  HISTORY     - 19961117 POOR             USPSQD
 LX0041
 LX0041                          STATION DESCRIPTION
 LX0041
 LX0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0041'0.4 MI S FROM WILLIMATIC.
 LX0041'ABOUT 0.4 MILE SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE
 LX0041'STATION AT WILLIMATIC, WINDHAM COUNTY, ABOUT 900 FEET NORTH OF
 LX0041'MILEPOST 29, AT THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0041'BRIDGE 57.97 OVER STATE HIGHWAY 12, IN THE WEST SIDE OF THE
 LX0041'SOUTH MASONARY BACK WALL, 20 FEET SOUTH OF THE CENTER LINE OF
 LX0041'STATE HIGHWAY 32, 12 FEET EAST OF THE CENTER LINE OF THE C.V.
 LX0041'RY. TRACK, 8 FEET WEST OF THE N.Y N.H. AND H. R.R. TRACK, AND
 LX0041'ABOUT 9 FEET LOWER THAN THE TOP OF THE N.Y. N.H. AND H. RAIL.
 LX0041'A STANDARD DISK, STAMPED Q 12 1935.  NOTE-- AFTER 57.97-- OVER
 LX0041'STATE HIGHWAY 32 IN THE CENTER OF THE EAST MASONARY BACK WALL, 20
 LX0041'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 32, 12 FEET NORTH
 LX0041'OF THE AND OF THE C.V. RY. TRACK, 8 FEET SOUTH OF THE N.Y. N.H.
 LX0041'AND H. R.R. TRACK, AND ABOUT ONE (1) FOOT LOWER THAN THE TOP OF
 LX0041'THE N.Y. N.H. AND H. RAIL.  A STANDARD DISK, STAMPED Q 12 1935.
 LX0041
 LX0041                          STATION RECOVERY (1943)
 LX0041
 LX0041'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0041'RECOVERED IN GOOD CONDITION.
 LX0041
 LX0041                          STATION RECOVERY (1943)
 LX0041
 LX0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0041'0.4 MILE SOUTH ALONG THE CENTRAL VERMONT RAILWAY FROM THE STATION AT
 LX0041'WILLIMANTIC, WINDHAM COUNTY, 900 FEET NORTH OF MILEPOST 29, AT THE
 LX0041'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD BRIDGE 57.97 OVER STATE
 LX0041'HIGHWAY 32, IN THE CENTER OF THE EAST MASONRY BACK WALL, 20 FEET EAST
 LX0041'OF THE CENTERLINE OF STATE HIGHWAY 32, 12 FEET NORTH OF THE
 LX0041'CENTERLINE OF THE C.V RY. TRACK, 8 FEET SOUTH OF THE N.Y.N.H. AND
 LX0041'H.R.R. TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE N.Y. N.H.
 LX0041'AND H.R.R. RAIL.
 LX0041
 LX0041                          STATION RECOVERY (1984)
 LX0041
 LX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0041'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE WITH THE
 LX0041'FOLLOWING CORRECTION, CHANGE--TO REACH TO 0.6 KM (0.4 MI) SOUTHEAST
 LX0041'ALONG THE CENTRAL VERMONT RAILROAD FROM THE JUNCTION OF RAILROAD
 LX0041'AVENUE, THE RAILROAD BRIDGE IS OVER STATE HIGHWAY 32.
 LX0041
 LX0041                          STATION RECOVERY (1986)
 LX0041
 LX0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0041'RECOVERED IN GOOD CONDITION.
 LX0041
 LX0041                          STATION RECOVERY (1996)
 LX0041
 LX0041'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX0041'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0930 ***********************************************************************
 LX0930  DESIGNATION -  Q 13
 LX0930  PID         -  LX0930
 LX0930  STATE/COUNTY-  CT/NEW HAVEN
 LX0930  USGS QUAD   -  NAUGATUCK (1984)
 LX0930
 LX0930                         *CURRENT SURVEY CONTROL
 LX0930  ___________________________________________________________________
 LX0930* NAD 83(1986)-  41 25 39.     (N)    073 04 18.     (W)     SCALED    
 LX0930* NAVD 88     -        36.378  (meters)     119.35   (feet)  ADJUSTED  
 LX0930  ___________________________________________________________________
 LX0930  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0930  DYNAMIC HT  -          36.367 (meters)     119.31  (feet)  COMP
 LX0930  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 LX0930
 LX0930  VERT ORDER  -  SECOND    CLASS 0
 LX0930
 LX0930.The horizontal coordinates were scaled from a topographic map and have
 LX0930.an estimated accuracy of +/- 6 seconds.
 LX0930
 LX0930.The orthometric height was determined by differential leveling
 LX0930.and adjusted by the National Geodetic Survey in June 1991..
 LX0930
 LX0930.The geoid height was determined by GEOID03.
 LX0930
 LX0930.The dynamic height is computed by dividing the NAVD 88
 LX0930.geopotential number by the normal gravity value computed on the
 LX0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0930.degrees latitude (g = 980.6199 gals.).
 LX0930
 LX0930.The modeled gravity was interpolated from observed gravity values.
 LX0930
 LX0930;                    North         East    Units  Estimated Accuracy
 LX0930;SPC CT       -   218,440.      277,910.      MT  (+/- 180 meters Scaled)
 LX0930
 LX0930                          SUPERSEDED SURVEY CONTROL
 LX0930
 LX0930  NGVD 29 (??/??/92)   36.684  (m)          120.35   (f) ADJ UNCH    2 0
 LX0930
 LX0930.Superseded values are not recommended for survey control.
 LX0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0930.See file dsdata.txt to determine how the superseded data were derived.
 LX0930
 LX0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL611880(NAD 83)
 LX0930_MARKER: DB = BENCH MARK DISK
 LX0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0930_SP_SET: ABUTMENT
 LX0930_STAMPING: Q 13 1935
 LX0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0930
 LX0930  HISTORY     - Date     Condition        Report By
 LX0930  HISTORY     - 1935     MONUMENTED       CGS
 LX0930  HISTORY     - 1967     GOOD             NGS
 LX0930
 LX0930                          STATION DESCRIPTION
 LX0930
 LX0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0930'1.2 MI S FROM BEACON FALLS.
 LX0930'1.2 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0930'FROM THE STATION AT BEACON FALLS, NEW HAVEN COUNTY, AT 24-FOOT
 LX0930'STEEL GIRDER HIGHWAY UNDERPASS 16.73, IN THE TOP OF THE WEST
 LX0930'END OF THE NORTH ABUTMENT, 4.5 FEET WEST OF THE WEST RAIL, AND
 LX0930'ABOUT 3 FEET LOWER THAN THE TRACK.  NOTE-- RAILROAD OVERPASS IS
 LX0930'TO BE ALTERED AND MARK IS IN WAY OF CONSTRUCTION.  A NEW MARK
 LX0930'WAS SET ACROSS THE ROAD FROM THE PRESENT MARK LEAVING THE OLD MARK
 LX0930'IN TO BE REMOVED LATER OR COVERED WITH CONCRETE IN THE IMMEDIATE
 LX0930'FUTURE.
 LX0930
 LX0930                          STATION RECOVERY (1967)
 LX0930
 LX0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LX0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0931 ***********************************************************************
 LX0931  DESIGNATION -  Q 13 RESET
 LX0931  PID         -  LX0931
 LX0931  STATE/COUNTY-  CT/NEW HAVEN
 LX0931  USGS QUAD   -  NAUGATUCK (1984)
 LX0931
 LX0931                         *CURRENT SURVEY CONTROL
 LX0931  ___________________________________________________________________
 LX0931* NAD 83(1986)-  41 25 39.     (N)    073 04 19.     (W)     SCALED    
 LX0931* NAVD 88     -        36.323  (meters)     119.17   (feet)  ADJUSTED  
 LX0931  ___________________________________________________________________
 LX0931  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX0931  DYNAMIC HT  -          36.312 (meters)     119.13  (feet)  COMP
 LX0931  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 LX0931
 LX0931  VERT ORDER  -  FIRST     CLASS II
 LX0931
 LX0931.The horizontal coordinates were scaled from a topographic map and have
 LX0931.an estimated accuracy of +/- 6 seconds.
 LX0931
 LX0931.The orthometric height was determined by differential leveling
 LX0931.and adjusted by the National Geodetic Survey in June 1991..
 LX0931
 LX0931.The geoid height was determined by GEOID03.
 LX0931
 LX0931.The dynamic height is computed by dividing the NAVD 88
 LX0931.geopotential number by the normal gravity value computed on the
 LX0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0931.degrees latitude (g = 980.6199 gals.).
 LX0931
 LX0931.The modeled gravity was interpolated from observed gravity values.
 LX0931
 LX0931;                    North         East    Units  Estimated Accuracy
 LX0931;SPC CT       -   218,440.      277,890.      MT  (+/- 180 meters Scaled)
 LX0931
 LX0931                          SUPERSEDED SURVEY CONTROL
 LX0931
 LX0931.No superseded survey control is available for this station.
 LX0931
 LX0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL611880(NAD 83)
 LX0931_MARKER: DB = BENCH MARK DISK
 LX0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0931_SP_SET: BRIDGE
 LX0931_STAMPING: Q 13 RESET 1967
 LX0931_MARK LOGO: CGS   
 LX0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0931
 LX0931  HISTORY     - Date     Condition        Report By
 LX0931  HISTORY     - 1967     MONUMENTED       CGS
 LX0931  HISTORY     - 1982     GOOD             NGS
 LX0931  HISTORY     - 1985     GOOD             NGS
 LX0931  HISTORY     - 1988     GOOD             USPSQD
 LX0931
 LX0931                          STATION DESCRIPTION
 LX0931
 LX0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LX0931'1.2 MI S FROM BEACON FALLS.
 LX0931'1.2 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0931'RAILROAD FROM THE STATION AT BEACON FALLS, 0.2 MILE WEST OF
 LX0931'STATE HIGHWAY 8, 75 FEET NORTH OF A HIGHWAY BRIDGE OVER THE TRACKS
 LX0931'AND NAUGATUCK RIVER, AT PINES BRIDGE UNDERPASS NO. 16.73 AT THE
 LX0931'FOOT OF LOPUS STREET, 5.8 FEET WEST OF AND ABOUT 3 FEET LOWER THAN
 LX0931'THE WEST RAIL.
 LX0931
 LX0931                          STATION RECOVERY (1982)
 LX0931
 LX0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0931'RECOVERED IN GOOD CONDITION.
 LX0931
 LX0931                          STATION RECOVERY (1985)
 LX0931
 LX0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0931'RECOVERED IN GOOD CONDITION.
 LX0931
 LX0931                          STATION RECOVERY (1988)
 LX0931
 LX0931'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0062 ***********************************************************************
 LX0062  DESIGNATION -  Q 14
 LX0062  PID         -  LX0062
 LX0062  STATE/COUNTY-  CT/TOLLAND
 LX0062  USGS QUAD   -  COLCHESTER (1984)
 LX0062
 LX0062                         *CURRENT SURVEY CONTROL
 LX0062  ___________________________________________________________________
 LX0062* NAD 83(1986)-  41 37 12.     (N)    072 21 36.     (W)     SCALED    
 LX0062* NAVD 88     -       113.347  (meters)     371.87   (feet)  ADJUSTED  
 LX0062  ___________________________________________________________________
 LX0062  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0062  DYNAMIC HT  -         113.307 (meters)     371.74  (feet)  COMP
 LX0062  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 LX0062
 LX0062  VERT ORDER  -  SECOND    CLASS 0
 LX0062
 LX0062.The horizontal coordinates were scaled from a topographic map and have
 LX0062.an estimated accuracy of +/- 6 seconds.
 LX0062
 LX0062.The orthometric height was determined by differential leveling
 LX0062.and adjusted by the National Geodetic Survey in June 1991..
 LX0062
 LX0062.The geoid height was determined by GEOID03.
 LX0062
 LX0062.The dynamic height is computed by dividing the NAVD 88
 LX0062.geopotential number by the normal gravity value computed on the
 LX0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0062.degrees latitude (g = 980.6199 gals.).
 LX0062
 LX0062.The modeled gravity was interpolated from observed gravity values.
 LX0062
 LX0062;                    North         East    Units  Estimated Accuracy
 LX0062;SPC CT       -   239,840.      337,300.      MT  (+/- 180 meters Scaled)
 LX0062
 LX0062                          SUPERSEDED SURVEY CONTROL
 LX0062
 LX0062  NGVD 29 (??/??/92)  113.626  (m)          372.79   (f) ADJ UNCH    2 0
 LX0062
 LX0062.Superseded values are not recommended for survey control.
 LX0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0062.See file dsdata.txt to determine how the superseded data were derived.
 LX0062
 LX0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM199109(NAD 83)
 LX0062_MARKER: DB = BENCH MARK DISK
 LX0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0062_STAMPING: Q 14 1935
 LX0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0062+STABILITY: SURFACE MOTION
 LX0062
 LX0062  HISTORY     - Date     Condition        Report By
 LX0062  HISTORY     - 1935     MONUMENTED       CGS
 LX0062  HISTORY     - 1936     GOOD             LOCENG
 LX0062  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0062
 LX0062                          STATION DESCRIPTION
 LX0062
 LX0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0062'3.4 MI E FROM WESTCHESTER.
 LX0062'IN TOLLAND COUNTY, ABOUT 3.4 MILES EAST ALONG THE NEW YORK, NEW
 LX0062'HAVEN AND HARTFORD RAILROAD FROM THE STATION AT WESTCHESTER, NEW
 LX0062'LONDON COUNTY, AT DIRT-ROAD CROSSING 42.94, ABOUT 65 FEET WEST
 LX0062'OF THE CENTER LINE OF THE ROAD, 25 FEET NORTH OF THE CENTER LINE
 LX0062'OF THE TRACK, ABOUT 80 FEET SOUTHWEST OF A TIMBER HIGHWAY BRIDGE
 LX0062'OVER A CREEK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 LX0062'DISK, STAMPED Q 14 1935 AND SET IN THE TOP OF A CONCRETE POST
 LX0062'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 LX0062
 LX0062                          STATION RECOVERY (1936)
 LX0062
 LX0062'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 LX0062'RECOVERED IN GOOD CONDITION.
 LX0062
 LX0062                          STATION RECOVERY (1972)
 LX0062
 LX0062'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0968 ***********************************************************************
 LX0968  DESIGNATION -  Q 15
 LX0968  PID         -  LX0968
 LX0968  STATE/COUNTY-  CT/FAIRFIELD
 LX0968  USGS QUAD   -  DANBURY (1984)
 LX0968
 LX0968                         *CURRENT SURVEY CONTROL
 LX0968  ___________________________________________________________________
 LX0968* NAD 83(1986)-  41 27 22.     (N)    073 23 35.     (W)     SCALED    
 LX0968* NAVD 88     -       100.364  (meters)     329.28   (feet)  ADJUSTED  
 LX0968  ___________________________________________________________________
 LX0968  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX0968  DYNAMIC HT  -         100.330 (meters)     329.17  (feet)  COMP
 LX0968  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 LX0968
 LX0968  VERT ORDER  -  SECOND    CLASS 0
 LX0968
 LX0968.The horizontal coordinates were scaled from a topographic map and have
 LX0968.an estimated accuracy of +/- 6 seconds.
 LX0968
 LX0968.The orthometric height was determined by differential leveling
 LX0968.and adjusted by the National Geodetic Survey in June 1991..
 LX0968
 LX0968.The geoid height was determined by GEOID03.
 LX0968
 LX0968.The dynamic height is computed by dividing the NAVD 88
 LX0968.geopotential number by the normal gravity value computed on the
 LX0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0968.degrees latitude (g = 980.6199 gals.).
 LX0968
 LX0968.The modeled gravity was interpolated from observed gravity values.
 LX0968
 LX0968;                    North         East    Units  Estimated Accuracy
 LX0968;SPC CT       -   221,770.      251,070.      MT  (+/- 180 meters Scaled)
 LX0968
 LX0968                          SUPERSEDED SURVEY CONTROL
 LX0968
 LX0968  NGVD 29 (??/??/92)  100.64   (m)          330.2    (f) COMPUTED    2 0
 LX0968
 LX0968.Superseded values are not recommended for survey control.
 LX0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0968.See file dsdata.txt to determine how the superseded data were derived.
 LX0968
 LX0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL342906(NAD 83)
 LX0968_MARKER: DB = BENCH MARK DISK
 LX0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0968_SP_SET: ABUTMENT
 LX0968_STAMPING: Q 15 1935
 LX0968_MARK LOGO: CGS   
 LX0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0968
 LX0968  HISTORY     - Date     Condition        Report By
 LX0968  HISTORY     - 1935     MONUMENTED       CGS
 LX0968  HISTORY     - 1960     GOOD             NGS
 LX0968  HISTORY     - 1983     GOOD             NGS
 LX0968  HISTORY     - 1984     GOOD             NGS
 LX0968
 LX0968                          STATION DESCRIPTION
 LX0968
 LX0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LX0968'AT BROOKFIELD JUNCTION.
 LX0968'AT BROOKFIELD JUNCTION, FAIRFIELD COUNTY, ON THE NEW YORK, NEW
 LX0968'HAVEN AND HARTFORD RAILROAD, AT 30-FOOT STEEL-GIRDER BRIDGE NO.
 LX0968'35.71 OVER STATE HIGHWAY 133, IN THE WEST SIDE OF THE SOUTH
 LX0968'ABUTMENT, 7 FEET WEST OF THE WEST RAIL, AND 3 FEET LOWER THAN
 LX0968'THE RAIL.  A STANDARD DISK, STAMPED Q 15 1935.
 LX0968
 LX0968                          STATION RECOVERY (1983)
 LX0968
 LX0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0968'RECOVERED IN GOOD CONDITION.
 LX0968
 LX0968                          STATION RECOVERY (1984)
 LX0968
 LX0968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0968'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0205 ***********************************************************************
 LX0205  DESIGNATION -  Q 16
 LX0205  PID         -  LX0205
 LX0205  STATE/COUNTY-  CT/MIDDLESEX
 LX0205  USGS QUAD   -  DEEP RIVER (1971)
 LX0205
 LX0205                         *CURRENT SURVEY CONTROL
 LX0205  ___________________________________________________________________
 LX0205* NAD 83(1986)-  41 23 42.     (N)    072 25 37.     (W)     SCALED    
 LX0205* NAVD 88     -         4.985  (meters)      16.36   (feet)  ADJUSTED  
 LX0205  ___________________________________________________________________
 LX0205  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX0205  DYNAMIC HT  -           4.983 (meters)      16.35  (feet)  COMP
 LX0205  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LX0205
 LX0205  VERT ORDER  -  SECOND    CLASS 0
 LX0205
 LX0205.The horizontal coordinates were scaled from a topographic map and have
 LX0205.an estimated accuracy of +/- 6 seconds.
 LX0205
 LX0205.The orthometric height was determined by differential leveling
 LX0205.and adjusted by the National Geodetic Survey in June 1991..
 LX0205
 LX0205.The geoid height was determined by GEOID03.
 LX0205
 LX0205.The dynamic height is computed by dividing the NAVD 88
 LX0205.geopotential number by the normal gravity value computed on the
 LX0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0205.degrees latitude (g = 980.6199 gals.).
 LX0205
 LX0205.The modeled gravity was interpolated from observed gravity values.
 LX0205
 LX0205;                    North         East    Units  Estimated Accuracy
 LX0205;SPC CT       -   214,830.      331,820.      MT  (+/- 180 meters Scaled)
 LX0205
 LX0205                          SUPERSEDED SURVEY CONTROL
 LX0205
 LX0205  NGVD 29 (??/??/92)    5.292  (m)           17.36   (f) ADJ UNCH    2 0
 LX0205
 LX0205.Superseded values are not recommended for survey control.
 LX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0205.See file dsdata.txt to determine how the superseded data were derived.
 LX0205
 LX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL151858(NAD 83)
 LX0205_MARKER: DB = BENCH MARK DISK
 LX0205_SETTING: 66 = SET IN ROCK OUTCROP
 LX0205_SP_SET: ROCK LEDGE
 LX0205_STAMPING: Q 16 1935
 LX0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0205+STABILITY: POSITION/ELEVATION WELL
 LX0205
 LX0205  HISTORY     - Date     Condition        Report By
 LX0205  HISTORY     - 1935     MONUMENTED       CGS
 LX0205  HISTORY     - 1952     GOOD             USGS
 LX0205  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX0205  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0205  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX0205
 LX0205                          STATION DESCRIPTION
 LX0205
 LX0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0205'AT DEEP RIVER.
 LX0205'AT DEEP RIVER, MIDDLESEX COUNTY, 110 FEET NORTHWEST OF THE NEW
 LX0205'YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, 35 FEET WEST OF
 LX0205'GRADE CROSSING 10.71, 30 FEET WEST OF THE WEST RAIL, 16 FEET
 LX0205'WEST OF AN ELECTRIC LINE POLE, IN THE TOP OF A LEDGE, AND ABOUT
 LX0205'3 FEET HIGHER THAN THE TRACK.
 LX0205
 LX0205                          STATION RECOVERY (1952)
 LX0205
 LX0205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LX0205'RECOVERED IN GOOD CONDITION.
 LX0205
 LX0205                          STATION RECOVERY (1984)
 LX0205
 LX0205'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0205'MARK NOT FOUND.
 LX0205
 LX0205                          STATION RECOVERY (1984)
 LX0205
 LX0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0205'SEARCHED FOR NOT RECOVERED.
 LX0205
 LX0205                          STATION RECOVERY (1990)
 LX0205
 LX0205'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0507 ***********************************************************************
 MZ0507  DESIGNATION -  Q 17
 MZ0507  PID         -  MZ0507
 MZ0507  STATE/COUNTY-  CT/LITCHFIELD
 MZ0507  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0507
 MZ0507                         *CURRENT SURVEY CONTROL
 MZ0507  ___________________________________________________________________
 MZ0507* NAD 83(1986)-  42 01 00.     (N)    073 20 05.     (W)     SCALED    
 MZ0507* NAVD 88     -       200.931  (meters)     659.22   (feet)  ADJUSTED  
 MZ0507  ___________________________________________________________________
 MZ0507  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 MZ0507  DYNAMIC HT  -         200.863 (meters)     659.00  (feet)  COMP
 MZ0507  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 MZ0507
 MZ0507  VERT ORDER  -  SECOND    CLASS 0
 MZ0507
 MZ0507.The horizontal coordinates were scaled from a topographic map and have
 MZ0507.an estimated accuracy of +/- 6 seconds.
 MZ0507
 MZ0507.The orthometric height was determined by differential leveling
 MZ0507.and adjusted by the National Geodetic Survey in June 1991..
 MZ0507
 MZ0507.The geoid height was determined by GEOID03.
 MZ0507
 MZ0507.The dynamic height is computed by dividing the NAVD 88
 MZ0507.geopotential number by the normal gravity value computed on the
 MZ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0507.degrees latitude (g = 980.6199 gals.).
 MZ0507
 MZ0507.The modeled gravity was interpolated from observed gravity values.
 MZ0507
 MZ0507;                    North         East    Units  Estimated Accuracy
 MZ0507;SPC CT       -   283,990.      256,370.      MT  (+/- 180 meters Scaled)
 MZ0507
 MZ0507                          SUPERSEDED SURVEY CONTROL
 MZ0507
 MZ0507  NGVD 29 (??/??/92)  201.147  (m)          659.93   (f) ADJ UNCH    2 0
 MZ0507
 MZ0507.Superseded values are not recommended for survey control.
 MZ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0507.See file dsdata.txt to determine how the superseded data were derived.
 MZ0507
 MZ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM378529(NAD 83)
 MZ0507_MARKER: DB = BENCH MARK DISK
 MZ0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0507_STAMPING: Q 17 1935
 MZ0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0507+STABILITY: SURFACE MOTION
 MZ0507
 MZ0507  HISTORY     - Date     Condition        Report By
 MZ0507  HISTORY     - 1935     MONUMENTED       CGS
 MZ0507  HISTORY     - 1972     GOOD             CTGS
 MZ0507
 MZ0507                          STATION DESCRIPTION
 MZ0507
 MZ0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0507'0.7 MI S FROM CANAAN.
 MZ0507'0.7 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 MZ0507'FROM THE STATION AT CANAAN, LITCHFIELD COUNTY, AT THE SOUTH END OF THE
 MZ0507'RAILROAD YARD, 50 FEET NORTHWEST OF CROSSING 80.98, 25 FEET WEST OF
 MZ0507'THE WEST RAIL, 8 FEET NORTHWEST OF THE SOUTH END OF A FENCE LINE AT
 MZ0507'THE NORTHEAST CORNER OF THE WILLIAM DAVIS FRONT YARD IN 1935, AND
 MZ0507'LEVEL WITH THE RAIL.  A STANDAD DISK, STAMPED Q 17 1935 AND SET IN THE
 MZ0507'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 MZ0507
 MZ0507                          STATION RECOVERY (1972)
 MZ0507
 MZ0507'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 MZ0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0551 ***********************************************************************
 LX0551  DESIGNATION -  Q 19
 LX0551  PID         -  LX0551
 LX0551  STATE/COUNTY-  CT/LITCHFIELD
 LX0551  USGS QUAD   -  COLLINSVILLE (1984)
 LX0551
 LX0551                         *CURRENT SURVEY CONTROL
 LX0551  ___________________________________________________________________
 LX0551* NAD 83(1986)-  41 51 20.     (N)    072 57 25.     (W)     SCALED    
 LX0551* NAVD 88     -       106.180  (meters)     348.36   (feet)  ADJUSTED  
 LX0551  ___________________________________________________________________
 LX0551  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX0551  DYNAMIC HT  -         106.148 (meters)     348.25  (feet)  COMP
 LX0551  MODELED GRAV-     980,322.4   (mgal)                       NAVD 88
 LX0551
 LX0551  VERT ORDER  -  SECOND    CLASS 0
 LX0551
 LX0551.The horizontal coordinates were scaled from a topographic map and have
 LX0551.an estimated accuracy of +/- 6 seconds.
 LX0551
 LX0551.The orthometric height was determined by differential leveling
 LX0551.and adjusted by the National Geodetic Survey in June 1991..
 LX0551
 LX0551.The geoid height was determined by GEOID03.
 LX0551
 LX0551.The dynamic height is computed by dividing the NAVD 88
 LX0551.geopotential number by the normal gravity value computed on the
 LX0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0551.degrees latitude (g = 980.6199 gals.).
 LX0551
 LX0551.The modeled gravity was interpolated from observed gravity values.
 LX0551
 LX0551;                    North         East    Units  Estimated Accuracy
 LX0551;SPC CT       -   265,950.      287,620.      MT  (+/- 180 meters Scaled)
 LX0551
 LX0551                          SUPERSEDED SURVEY CONTROL
 LX0551
 LX0551  NGVD 29 (??/??/92)  106.417  (m)          349.14   (f) ADJ UNCH    2 0
 LX0551
 LX0551.Superseded values are not recommended for survey control.
 LX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0551.See file dsdata.txt to determine how the superseded data were derived.
 LX0551
 LX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM695357(NAD 83)
 LX0551_MARKER: DB = BENCH MARK DISK
 LX0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0551_SP_SET: ABUTMENT
 LX0551_STAMPING: Q 19 1935
 LX0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0551
 LX0551  HISTORY     - Date     Condition        Report By
 LX0551  HISTORY     - 1935     MONUMENTED       CGS
 LX0551  HISTORY     - 1967     GOOD             NGS
 LX0551
 LX0551                          STATION DESCRIPTION
 LX0551
 LX0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0551'1.5 MI SE FROM PINE MEADOW.
 LX0551'1.5 MILES SOUTHEAST ALONG THE OLD ROADBED OF THE ABANDONED NEW
 LX0551'YORK, NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT PINE
 LX0551'MEADOW, LITCHFIELD COUNTY, ABOUT 400 FEET SOUTH OF THE CROSSING
 LX0551'OF U.S. HIGHWAY 44, AT A 150-FOOT STEEL BRIDGE OVER FARMINGTON
 LX0551'RIVER, IN THE SOUTH SIDE OF THE WEST ABUTMENT, AND ABOUT 5 FEET
 LX0551'LOWER THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED Q 19 1935.
 LX0551'NOTE-- IT WAS REPORTED IN AUGUST 1942 THAT THE STEEL BRIDGE HAS
 LX0551'BEEN REMOVED BUT THE ABUTMENTS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0850 ***********************************************************************
 LX0850  DESIGNATION -  Q 2
 LX0850  PID         -  LX0850
 LX0850  STATE/COUNTY-  CT/FAIRFIELD
 LX0850  USGS QUAD   -  BRIDGEPORT (1984)
 LX0850
 LX0850                         *CURRENT SURVEY CONTROL
 LX0850  ___________________________________________________________________
 LX0850* NAD 83(1986)-  41 11 09.     (N)    073 11 36.     (W)     SCALED    
 LX0850* NAVD 88     -         7.346  (meters)      24.10   (feet)  ADJUSTED  
 LX0850  ___________________________________________________________________
 LX0850  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0850  DYNAMIC HT  -           7.343 (meters)      24.09  (feet)  COMP
 LX0850  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LX0850
 LX0850  VERT ORDER  -  FIRST     CLASS I
 LX0850
 LX0850.The horizontal coordinates were scaled from a topographic map and have
 LX0850.an estimated accuracy of +/- 6 seconds.
 LX0850
 LX0850.The orthometric height was determined by differential leveling
 LX0850.and adjusted by the National Geodetic Survey in June 1991..
 LX0850
 LX0850.The geoid height was determined by GEOID03.
 LX0850
 LX0850.The dynamic height is computed by dividing the NAVD 88
 LX0850.geopotential number by the normal gravity value computed on the
 LX0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0850.degrees latitude (g = 980.6199 gals.).
 LX0850
 LX0850.The modeled gravity was interpolated from observed gravity values.
 LX0850
 LX0850;                    North         East    Units  Estimated Accuracy
 LX0850;SPC CT       -   191,640.      267,610.      MT  (+/- 180 meters Scaled)
 LX0850
 LX0850                          SUPERSEDED SURVEY CONTROL
 LX0850
 LX0850  NGVD 29 (??/??/92)    7.677  (m)           25.19   (f) ADJ UNCH    1 1
 LX0850
 LX0850.Superseded values are not recommended for survey control.
 LX0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0850.See file dsdata.txt to determine how the superseded data were derived.
 LX0850
 LX0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL515609(NAD 83)
 LX0850_MARKER: DB = BENCH MARK DISK
 LX0850_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0850_STAMPING: ELEV 25.187 Q 2 1922 FT
 LX0850_MARK LOGO: CGS   
 LX0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0850+STABILITY: SURFACE MOTION
 LX0850
 LX0850  HISTORY     - Date     Condition        Report By
 LX0850  HISTORY     - 1922     MONUMENTED       CGS
 LX0850  HISTORY     - 1965     GOOD             NGS
 LX0850  HISTORY     - 1982     GOOD             NGS
 LX0850  HISTORY     - 1985     GOOD             NGS
 LX0850
 LX0850                          STATION DESCRIPTION
 LX0850
 LX0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0850'AT BRIDGEPORT.
 LX0850'AT BRIDGEPORT, AT THE JUNCTION OF MADISON AND WASHINGTON AVENUES
 LX0850'AND MAIN STREET, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST
 LX0850'CORNER OF THE STONE FOUNDATION OF THE CITY DEPARTMENT OF HEALTH
 LX0850'AND CHARITIES BUILDING, 36 FEET WEST OF THE WEST CURB LINE OF
 LX0850'WASHINGTON AVENUE, 10 FEET SOUTH OF THE SOUTH CURB OF MADISON
 LX0850'AVENUE, 0.6 FOOT SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LX0850'BUILDING AND 0.4 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 LX0850
 LX0850                          STATION RECOVERY (1982)
 LX0850
 LX0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0850'RECOVERED IN GOOD CONDITION.
 LX0850
 LX0850                          STATION RECOVERY (1985)
 LX0850
 LX0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0380 ***********************************************************************
 LX0380  DESIGNATION -  Q 3
 LX0380  PID         -  LX0380
 LX0380  STATE/COUNTY-  CT/NEW HAVEN
 LX0380  USGS QUAD   -  NEW HAVEN (1984)
 LX0380
 LX0380                         *CURRENT SURVEY CONTROL
 LX0380  ___________________________________________________________________
 LX0380* NAD 83(1986)-  41 17 50.     (N)    072 55 37.     (W)     SCALED    
 LX0380* NAVD 88     -         4.619  (meters)      15.15   (feet)  ADJUSTED  
 LX0380  ___________________________________________________________________
 LX0380  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0380  DYNAMIC HT  -           4.618 (meters)      15.15  (feet)  COMP
 LX0380  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 LX0380  OBS GRAVITY -     980,301.1   (mgal)                       GRAV_OBS
 LX0380
 LX0380  VERT ORDER  -  FIRST     CLASS I
 LX0380
 LX0380.The horizontal coordinates were scaled from a topographic map and have
 LX0380.an estimated accuracy of +/- 6 seconds.
 LX0380
 LX0380.The orthometric height was determined by differential leveling
 LX0380.and adjusted by the National Geodetic Survey in June 1991..
 LX0380
 LX0380.The geoid height was determined by GEOID03.
 LX0380
 LX0380.The dynamic height is computed by dividing the NAVD 88
 LX0380.geopotential number by the normal gravity value computed on the
 LX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0380.degrees latitude (g = 980.6199 gals.).
 LX0380
 LX0380.The modeled gravity was interpolated from observed gravity values.
 LX0380.The observed gravity was obtained from relative gravimeter ties
 LX0380.to the IGSN71 gravity network.
 LX0380
 LX0380;                    North         East    Units  Estimated Accuracy
 LX0380;SPC CT       -   203,930.      289,980.      MT  (+/- 180 meters Scaled)
 LX0380
 LX0380                          SUPERSEDED SURVEY CONTROL
 LX0380
 LX0380.No superseded survey control is available for this station.
 LX0380
 LX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL735738(NAD 83)
 LX0380_MARKER: DD = SURVEY DISK
 LX0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0380_SP_SET: BUILDING
 LX0380_STAMPING: ELEV 16.263 FT Q 3 1922
 LX0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0380
 LX0380  HISTORY     - Date     Condition        Report By
 LX0380  HISTORY     - 1922     MONUMENTED       CGS
 LX0380  HISTORY     - 1965     GOOD             NGS
 LX0380  HISTORY     - 1978     GOOD             NGS
 LX0380  HISTORY     - 1985     GOOD             USPSQD
 LX0380  HISTORY     - 1988     GOOD             USPSQD
 LX0380
 LX0380                          STATION DESCRIPTION
 LX0380
 LX0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0380'AT NEW HAVEN.
 LX0380'AT NEW HAVEN, AT THE JUNCTION OF UNION AVENUE AND WATER STREET,
 LX0380'SET VERTICALLY IN THE NORTHWEST FACE OF THE WEST CORNER OF THE
 LX0380'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, 57 FEET
 LX0380'SOUTHEAST OF THE SOUTHEAST CURB OF UNION AVENUE, 3 FEET NORTHEAST
 LX0380'OF THE WEST CORNER OF THE BUILDING AND 1.6 FEET ABOVE THE LEVEL
 LX0380'OF THE SIDEWALK.
 LX0380
 LX0380                          STATION RECOVERY (1978)
 LX0380
 LX0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0380'RECOVERED IN GOOD CONDITION.
 LX0380
 LX0380                          STATION RECOVERY (1985)
 LX0380
 LX0380'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0380'THE BUTTMENTS ARE STILL IN PLACE, THE MARK IS STILL IN IT'S POSITION.
 LX0380'A NEW BRIDGE HAS BEEN BUILT ABOUT 100 YARDS TO THE SOUTH OF THE OLD
 LX0380'BRIDGE. NEW BRIDGE BUILT IN 1969.
 LX0380
 LX0380                          STATION RECOVERY (1988)
 LX0380
 LX0380'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1160 ***********************************************************************
 LX1160  DESIGNATION -  Q 31
 LX1160  PID         -  LX1160
 LX1160  STATE/COUNTY-  CT/FAIRFIELD
 LX1160  USGS QUAD   -  STAMFORD (1984)
 LX1160
 LX1160                         *CURRENT SURVEY CONTROL
 LX1160  ___________________________________________________________________
 LX1160* NAD 83(1986)-  41 02 12.     (N)    073 36 28.     (W)     SCALED    
 LX1160* NAVD 88     -        13.663  (meters)      44.83   (feet)  ADJUSTED  
 LX1160  ___________________________________________________________________
 LX1160  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX1160  DYNAMIC HT  -          13.658 (meters)      44.81  (feet)  COMP
 LX1160  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LX1160
 LX1160  VERT ORDER  -  FIRST     CLASS I
 LX1160
 LX1160.The horizontal coordinates were scaled from a topographic map and have
 LX1160.an estimated accuracy of +/- 6 seconds.
 LX1160
 LX1160.The orthometric height was determined by differential leveling
 LX1160.and adjusted by the National Geodetic Survey in June 1991..
 LX1160
 LX1160.The geoid height was determined by GEOID03.
 LX1160
 LX1160.The dynamic height is computed by dividing the NAVD 88
 LX1160.geopotential number by the normal gravity value computed on the
 LX1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1160.degrees latitude (g = 980.6199 gals.).
 LX1160
 LX1160.The modeled gravity was interpolated from observed gravity values.
 LX1160
 LX1160;                    North         East    Units  Estimated Accuracy
 LX1160;SPC CT       -   175,340.      232,670.      MT  (+/- 180 meters Scaled)
 LX1160
 LX1160                          SUPERSEDED SURVEY CONTROL
 LX1160
 LX1160  NGVD 29 (??/??/92)   13.999  (m)           45.93   (f) ADJ UNCH    1 1
 LX1160
 LX1160.Superseded values are not recommended for survey control.
 LX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1160.See file dsdata.txt to determine how the superseded data were derived.
 LX1160
 LX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL170437(NAD 83)
 LX1160_MARKER: DB = BENCH MARK DISK
 LX1160_SETTING: 66 = SET IN ROCK OUTCROP
 LX1160_SP_SET: BEDROCK
 LX1160_STAMPING: Q 31 1965
 LX1160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1160+STABILITY: POSITION/ELEVATION WELL
 LX1160
 LX1160  HISTORY     - Date     Condition        Report By
 LX1160  HISTORY     - 1965     MONUMENTED       CGS
 LX1160  HISTORY     - 1983     GOOD             NGS
 LX1160  HISTORY     - 1988     GOOD             USPSQD
 LX1160
 LX1160                          STATION DESCRIPTION
 LX1160
 LX1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1160'1.1 MI NE FROM GREENWICH.
 LX1160'1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM ITS INTERSECTION
 LX1160'WITH GREENWICH AVENUE AT GREENWICH, AT THE INTERSECTION OF
 LX1160'BROOKRIDGE ROAD AND THE HIGHWAY, NEAR THE SOUTHEAST CORNER OF A
 LX1160'LAWN FOR A LARGE TWO-STORIED HOUSE, SET ON THE TOP AND NEAR THE
 LX1160'SOUTHWEST SIDE OF A 22-BY-18 FOOT EXPOSED PART OF BEDROCK WHICH
 LX1160'PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, 59 FEET NORTH
 LX1160'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET WEST OF THE CENTER
 LX1160'LINE OF BROOKRIDGE ROAD, 2 FEET LOWER AND 9 FEET SOUTHWEST OF
 LX1160'THE HIGHEST PART OF THE ROCK, 1.3 FEET NORTHEAST OF THE
 LX1160'SOUTHWEST SIDE OF THE EXPOSED PART OF THE ROCK AND 3 FEET ABOVE
 LX1160'THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING
 LX1160'0.5 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE COS COB FIRE COMPANY
 LX1160'BUILDING NO. 1.
 LX1160
 LX1160                          STATION RECOVERY (1983)
 LX1160
 LX1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1160'RECOVERED IN GOOD CONDITION.
 LX1160
 LX1160                          STATION RECOVERY (1988)
 LX1160
 LX1160'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0779 ***********************************************************************
 LX0779  DESIGNATION -  Q 32
 LX0779  PID         -  LX0779
 LX0779  STATE/COUNTY-  CT/FAIRFIELD
 LX0779  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0779
 LX0779                         *CURRENT SURVEY CONTROL
 LX0779  ___________________________________________________________________
 LX0779* NAD 83(1986)-  41 05 07.     (N)    073 27 43.     (W)     SCALED    
 LX0779* NAVD 88     -        20.827  (meters)      68.33   (feet)  ADJUSTED  
 LX0779  ___________________________________________________________________
 LX0779  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX0779  DYNAMIC HT  -          20.820 (meters)      68.31  (feet)  COMP
 LX0779  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 LX0779
 LX0779  VERT ORDER  -  FIRST     CLASS I
 LX0779
 LX0779.The horizontal coordinates were scaled from a topographic map and have
 LX0779.an estimated accuracy of +/- 6 seconds.
 LX0779
 LX0779.The orthometric height was determined by differential leveling
 LX0779.and adjusted by the National Geodetic Survey in June 1991..
 LX0779
 LX0779.The geoid height was determined by GEOID03.
 LX0779
 LX0779.The dynamic height is computed by dividing the NAVD 88
 LX0779.geopotential number by the normal gravity value computed on the
 LX0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0779.degrees latitude (g = 980.6199 gals.).
 LX0779
 LX0779.The modeled gravity was interpolated from observed gravity values.
 LX0779
 LX0779;                    North         East    Units  Estimated Accuracy
 LX0779;SPC CT       -   180,630.      244,980.      MT  (+/- 180 meters Scaled)
 LX0779
 LX0779                          SUPERSEDED SURVEY CONTROL
 LX0779
 LX0779  NGVD 29 (??/??/92)   21.164  (m)           69.44   (f) ADJ UNCH    1 1
 LX0779
 LX0779.Superseded values are not recommended for survey control.
 LX0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0779.See file dsdata.txt to determine how the superseded data were derived.
 LX0779
 LX0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL291493(NAD 83)
 LX0779_MARKER: DB = BENCH MARK DISK
 LX0779_SETTING: 66 = SET IN ROCK OUTCROP
 LX0779_SP_SET: BEDROCK
 LX0779_STAMPING: Q 32 1965
 LX0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0779+STABILITY: POSITION/ELEVATION WELL
 LX0779
 LX0779  HISTORY     - Date     Condition        Report By
 LX0779  HISTORY     - 1965     MONUMENTED       CGS
 LX0779  HISTORY     - 1983     GOOD             USPSQD
 LX0779
 LX0779                          STATION DESCRIPTION
 LX0779
 LX0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0779'0.7 MI NE FROM DARIEN.
 LX0779'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE NEW YORK, NEW
 LX0779'HAVEN AND HARTFORD RAILROAD OVERPASS AT DARIEN, AT THE
 LX0779'INTERSECTION OF U.S. HIGHWAY 1 AND OLD KINGS HIGHWAY, SET ON THE
 LX0779'TOP OF AND AT THE SOUTHEAST END AND AT ABOUT THE HIGHEST PART
 LX0779'OF A 9-BY-6 FOOT EXPOSED SLOPING BEDROCK WHICH PROJECTS 1 FOOT
 LX0779'ABOVE THE LEVEL OF THE GROUND, 107 FEET SOUTHEAST OF THE CENTER
 LX0779'LINE OF THE HIGHWAY, 39 FEET NORTHEAST OF THE CENTER LINE OF OLD
 LX0779'KINGS HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LX0779
 LX0779                          STATION RECOVERY (1983)
 LX0779
 LX0779'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0832 ***********************************************************************
 LX0832  DESIGNATION -  Q 33
 LX0832  PID         -  LX0832
 LX0832  STATE/COUNTY-  CT/FAIRFIELD
 LX0832  USGS QUAD   -  BRIDGEPORT (1984)
 LX0832
 LX0832                         *CURRENT SURVEY CONTROL
 LX0832  ___________________________________________________________________
 LX0832* NAD 83(1986)-  41 09 13.     (N)    073 14 14.     (W)     SCALED    
 LX0832* NAVD 88     -         3.400  (meters)      11.15   (feet)  ADJUSTED  
 LX0832  ___________________________________________________________________
 LX0832  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX0832  DYNAMIC HT  -           3.399 (meters)      11.15  (feet)  COMP
 LX0832  MODELED GRAV-     980,304.2   (mgal)                       NAVD 88
 LX0832
 LX0832  VERT ORDER  -  FIRST     CLASS I
 LX0832
 LX0832.The horizontal coordinates were scaled from a topographic map and have
 LX0832.an estimated accuracy of +/- 6 seconds.
 LX0832
 LX0832.The orthometric height was determined by differential leveling
 LX0832.and adjusted by the National Geodetic Survey in June 1991..
 LX0832
 LX0832.The geoid height was determined by GEOID03.
 LX0832
 LX0832.The dynamic height is computed by dividing the NAVD 88
 LX0832.geopotential number by the normal gravity value computed on the
 LX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0832.degrees latitude (g = 980.6199 gals.).
 LX0832
 LX0832.The modeled gravity was interpolated from observed gravity values.
 LX0832
 LX0832;                    North         East    Units  Estimated Accuracy
 LX0832;SPC CT       -   188,090.      263,900.      MT  (+/- 180 meters Scaled)
 LX0832
 LX0832                          SUPERSEDED SURVEY CONTROL
 LX0832
 LX0832  NGVD 29 (??/??/92)    3.733  (m)           12.25   (f) ADJ UNCH    1 1
 LX0832
 LX0832.Superseded values are not recommended for survey control.
 LX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0832.See file dsdata.txt to determine how the superseded data were derived.
 LX0832
 LX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL479573(NAD 83)
 LX0832_MARKER: DB = BENCH MARK DISK
 LX0832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0832_SP_SET: BRIDGE
 LX0832_STAMPING: Q 33 1965
 LX0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0832
 LX0832  HISTORY     - Date     Condition        Report By
 LX0832  HISTORY     - 1965     MONUMENTED       CGS
 LX0832  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0832  HISTORY     - 1985     GOOD             USPSQD
 LX0832  HISTORY     - 1987     GOOD             USPSQD
 LX0832  HISTORY     - 1988     GOOD             USPSQD
 LX0832
 LX0832                          STATION DESCRIPTION
 LX0832
 LX0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0832'AT FAIRFIELD.
 LX0832'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0832'AT FAIRFIELD, THENCE 0.45 MILE EAST ALONG FAIRFIELD AVENUE, AT
 LX0832'THE TOWN LINE BETWEEN FAIRFIELD AND BRIDGEPORT, SET ON THE TOP
 LX0832'OF THE WEST END OF THE NORTH CONCRETE PEDESTRAIN WALK ACROSS AN
 LX0832'85-FOOT CONCRETE BRIDGE OVER ASH CREEK, 30 FEET NORTH OF THE
 LX0832'CENTER LINE OF ASH AVENUE, 0.6 FOOT EAST OF THE WEST END OF
 LX0832'THE WALK, DIRECTLY OVER THE NORTH END OF THE WEST BRIDGE
 LX0832'ABUTMENT AND 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE.
 LX0832
 LX0832                          STATION RECOVERY (1983)
 LX0832
 LX0832'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0832'MARK NOT FOUND.
 LX0832
 LX0832                          STATION RECOVERY (1985)
 LX0832
 LX0832'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0832'RECOVERED IN GOOD CONDITION.
 LX0832
 LX0832                          STATION RECOVERY (1987)
 LX0832
 LX0832'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJT)
 LX0832'RECOVERED IN GOOD CONDITION.
 LX0832
 LX0832                          STATION RECOVERY (1988)
 LX0832
 LX0832'RECOVERY NOTE BY US POWER SQUADRON 1988 (JSC)
 LX0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0366 ***********************************************************************
 LX0366  DESIGNATION -  Q 34
 LX0366  PID         -  LX0366
 LX0366  STATE/COUNTY-  CT/NEW HAVEN
 LX0366  USGS QUAD   -  NEW HAVEN (1984)
 LX0366
 LX0366                         *CURRENT SURVEY CONTROL
 LX0366  ___________________________________________________________________
 LX0366* NAD 83(1986)-  41 16 19.     (N)    072 59 06.     (W)     SCALED    
 LX0366* NAVD 88     -        41.687  (meters)     136.77   (feet)  ADJUSTED  
 LX0366  ___________________________________________________________________
 LX0366  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX0366  DYNAMIC HT  -          41.673 (meters)     136.72  (feet)  COMP
 LX0366  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 LX0366
 LX0366  VERT ORDER  -  FIRST     CLASS I
 LX0366
 LX0366.The horizontal coordinates were scaled from a topographic map and have
 LX0366.an estimated accuracy of +/- 6 seconds.
 LX0366
 LX0366.The orthometric height was determined by differential leveling
 LX0366.and adjusted by the National Geodetic Survey in June 1991..
 LX0366
 LX0366.The geoid height was determined by GEOID03.
 LX0366
 LX0366.The dynamic height is computed by dividing the NAVD 88
 LX0366.geopotential number by the normal gravity value computed on the
 LX0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0366.degrees latitude (g = 980.6199 gals.).
 LX0366
 LX0366.The modeled gravity was interpolated from observed gravity values.
 LX0366
 LX0366;                    North         East    Units  Estimated Accuracy
 LX0366;SPC CT       -   201,140.      285,110.      MT  (+/- 180 meters Scaled)
 LX0366
 LX0366                          SUPERSEDED SURVEY CONTROL
 LX0366
 LX0366  NGVD 29 (??/??/92)   42.009  (m)          137.82   (f) ADJ UNCH    1 1
 LX0366
 LX0366.Superseded values are not recommended for survey control.
 LX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0366.See file dsdata.txt to determine how the superseded data were derived.
 LX0366
 LX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL687709(NAD 83)
 LX0366_MARKER: DB = BENCH MARK DISK
 LX0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0366_SP_SET: CONCRETE MANHOLE COVERTANK
 LX0366_STAMPING: Q 34 1965
 LX0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0366
 LX0366  HISTORY     - Date     Condition        Report By
 LX0366  HISTORY     - 1965     MONUMENTED       CGS
 LX0366  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0366
 LX0366                          STATION DESCRIPTION
 LX0366
 LX0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0366'1.4 MI NW FROM WEST HAVEN.
 LX0366'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 162 FROM THE NEW YORK,
 LX0366'NEW HAVEN AND HARTFORD RAILROAD OVERPASS AT WEST HAVEN, ABOUT
 LX0366'40 YARDS SOUTHEAST OF A CONCRETE CULVERT FOR THE OYSTER RIVER,
 LX0366'SET ON TOP OF THE WEST CORNER OF AN 8-BY 8-FOOT CONCRETE MANHOLE
 LX0366'COVERTANK IN THE CITY SEWER LINE (TANK IS 8 FEET DEEP AND FLUSH
 LX0366'WITH THE TOP OF GROUND), 47 FEET NORTHEAST OF THE CENTER LINE
 LX0366'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LX0366
 LX0366                          STATION RECOVERY (1985)
 LX0366
 LX0366'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0793 ***********************************************************************
 LX0793  DESIGNATION -  Q 35
 LX0793  PID         -  LX0793
 LX0793  STATE/COUNTY-  CT/FAIRFIELD
 LX0793  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0793
 LX0793                         *CURRENT SURVEY CONTROL
 LX0793  ___________________________________________________________________
 LX0793* NAD 83(1986)-  41 05 52.     (N)    073 24 01.     (W)     SCALED    
 LX0793* NAVD 88     -         5.538  (meters)      18.17   (feet)  ADJUSTED  
 LX0793  ___________________________________________________________________
 LX0793  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX0793  DYNAMIC HT  -           5.537 (meters)      18.17  (feet)  COMP
 LX0793  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LX0793
 LX0793  VERT ORDER  -  FIRST     CLASS I
 LX0793
 LX0793.The horizontal coordinates were scaled from a topographic map and have
 LX0793.an estimated accuracy of +/- 6 seconds.
 LX0793
 LX0793.The orthometric height was determined by differential leveling
 LX0793.and adjusted by the National Geodetic Survey in June 1991..
 LX0793
 LX0793.The geoid height was determined by GEOID03.
 LX0793
 LX0793.The dynamic height is computed by dividing the NAVD 88
 LX0793.geopotential number by the normal gravity value computed on the
 LX0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0793.degrees latitude (g = 980.6199 gals.).
 LX0793
 LX0793.The modeled gravity was interpolated from observed gravity values.
 LX0793
 LX0793;                    North         East    Units  Estimated Accuracy
 LX0793;SPC CT       -   181,970.      250,170.      MT  (+/- 180 meters Scaled)
 LX0793
 LX0793                          SUPERSEDED SURVEY CONTROL
 LX0793
 LX0793  NGVD 29 (??/??/92)    5.872  (m)           19.27   (f) ADJ UNCH    1 1
 LX0793
 LX0793.Superseded values are not recommended for survey control.
 LX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0793.See file dsdata.txt to determine how the superseded data were derived.
 LX0793
 LX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL343508(NAD 83)
 LX0793_MARKER: DB = BENCH MARK DISK
 LX0793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0793_SP_SET: BUILDING FOUNDATION
 LX0793_STAMPING: Q 35 1965
 LX0793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0793
 LX0793  HISTORY     - Date     Condition        Report By
 LX0793  HISTORY     - 1965     MONUMENTED       CGS
 LX0793  HISTORY     - 1983     GOOD             NGS
 LX0793
 LX0793                          STATION DESCRIPTION
 LX0793
 LX0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0793'0.4 MI S FROM EAST NORWALK.
 LX0793'AT EAST NORWALK, ABOUT 0.4 MILE SOUTH ALONG GREGORY BLVD FROM
 LX0793'THE INTERSECTION OF EAST AVENUE AT EAST NORWALK, AT THE
 LX0793'INTERSECTION OF THE BLVD AND 2 ND STREET, SET VERTICALLY IN THE
 LX0793'EAST FACE OF THE CONCRETE FOUNDATION OF THE MARVIN SCHOOL, 88
 LX0793'FEET WEST OF THE WEST CURB OF GREGORY BLVD, 34 FEET SOUTH OF THE
 LX0793'SOUTH CURB OF 2 ND STREET, 0.9 FOOT SOUTH OF THE NORTHEAST CORNER
 LX0793'OF THE BUILDING AND 0.8 FOOT ABOVE THE LEVEL OF THE GROUND.
 LX0793
 LX0793                          STATION RECOVERY (1983)
 LX0793
 LX0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0450 ***********************************************************************
 LX0450  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0450  DESIGNATION -  Q 36
 LX0450  PID         -  LX0450
 LX0450  STATE/COUNTY-  CT/NEW HAVEN
 LX0450  USGS QUAD   -  CLINTON (1984)
 LX0450
 LX0450                         *CURRENT SURVEY CONTROL
 LX0450  ___________________________________________________________________
 LX0450* NAD 83(1986)-  41 16 37.     (N)    072 36 01.     (W)     SCALED    
 LX0450* NAVD 88     -         9.091  (meters)      29.83   (feet)  ADJUSTED  
 LX0450  ___________________________________________________________________
 LX0450  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX0450  DYNAMIC HT  -           9.088 (meters)      29.82  (feet)  COMP
 LX0450  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX0450
 LX0450  VERT ORDER  -  FIRST     CLASS I
 LX0450
 LX0450.The horizontal coordinates were scaled from a topographic map and have
 LX0450.an estimated accuracy of +/- 6 seconds.
 LX0450
 LX0450.The orthometric height was determined by differential leveling
 LX0450.and adjusted by the National Geodetic Survey in June 1991..
 LX0450
 LX0450.This Tidal Bench Mark is designated as VM 2254
 LX0450.by the Center for Operational Oceanographic Products and Services.
 LX0450
 LX0450.The geoid height was determined by GEOID03.
 LX0450
 LX0450.The dynamic height is computed by dividing the NAVD 88
 LX0450.geopotential number by the normal gravity value computed on the
 LX0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0450.degrees latitude (g = 980.6199 gals.).
 LX0450
 LX0450.The modeled gravity was interpolated from observed gravity values.
 LX0450
 LX0450;                    North         East    Units  Estimated Accuracy
 LX0450;SPC CT       -   201,680.      317,350.      MT  (+/- 180 meters Scaled)
 LX0450
 LX0450                          SUPERSEDED SURVEY CONTROL
 LX0450
 LX0450  NGVD 29 (??/??/92)    9.397  (m)           30.83   (f) ADJ UNCH    1 1
 LX0450
 LX0450.Superseded values are not recommended for survey control.
 LX0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0450.See file dsdata.txt to determine how the superseded data were derived.
 LX0450
 LX0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL009722(NAD 83)
 LX0450_MARKER: DB = BENCH MARK DISK
 LX0450_SETTING: 66 = SET IN ROCK OUTCROP
 LX0450_SP_SET: ROCK LEDGE
 LX0450_STAMPING: Q 36 1965
 LX0450_MARK LOGO: CGS   
 LX0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0450+STABILITY: POSITION/ELEVATION WELL
 LX0450
 LX0450  HISTORY     - Date     Condition        Report By
 LX0450  HISTORY     - 1965     MONUMENTED       CGS
 LX0450  HISTORY     - 1974     GOOD             CTGS
 LX0450  HISTORY     - 1985     GOOD             NGS
 LX0450
 LX0450                          STATION DESCRIPTION
 LX0450
 LX0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0450'AT MADISON.
 LX0450'AT MADISON, ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE
 LX0450'POST OFFICE, THENCE 0.2 MILE SOUTH ALONG ISLAND AVENUE, NEAR
 LX0450'THE JUNCTION OF A DRIVE LEADING SOUTHEAST BETWEEN TWO LARGE
 LX0450'ROUND STONE POST, SET IN THE TOP OF A ROCK LEDGE WHICH IS ABOUT
 LX0450'10 FEET LONG AND 1 FOOT HIGH AND IS MOSTLY COVERED WITH DIRT,
 LX0450'74 FEET SOUTHEAST OF AND ACROSS THE AVENUE FROM A FIRE HYDRANT,
 LX0450'71 FEET SOUTHEAST OF THE CENTER LINE OF DRIVEWAY, 22 1/2 FEET
 LX0450'EAST OF THE CENTER LINE OF THE AVENUE AND 1 FOOT ABOVE THE LEVEL
 LX0450'OF THE AVENUE.
 LX0450
 LX0450                          STATION RECOVERY (1974)
 LX0450
 LX0450'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0450'RECOVERED IN GOOD CONDITION.
 LX0450
 LX0450                          STATION RECOVERY (1985)
 LX0450
 LX0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0183 ***********************************************************************
 LX0183  DESIGNATION -  Q 37
 LX0183  PID         -  LX0183
 LX0183  STATE/COUNTY-  CT/NEW LONDON
 LX0183  USGS QUAD   -  NEW LONDON (1984)
 LX0183
 LX0183                         *CURRENT SURVEY CONTROL
 LX0183  ___________________________________________________________________
 LX0183* NAD 83(1986)-  41 20 51.     (N)    072 01 13.     (W)     SCALED    
 LX0183* NAVD 88     -         3.965  (meters)      13.01   (feet)  ADJUSTED  
 LX0183  ___________________________________________________________________
 LX0183  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX0183  DYNAMIC HT  -           3.963 (meters)      13.00  (feet)  COMP
 LX0183  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LX0183
 LX0183  VERT ORDER  -  FIRST     CLASS I
 LX0183
 LX0183.The horizontal coordinates were scaled from a topographic map and have
 LX0183.an estimated accuracy of +/- 6 seconds.
 LX0183
 LX0183.The orthometric height was determined by differential leveling
 LX0183.and adjusted by the National Geodetic Survey in June 1991..
 LX0183
 LX0183.The geoid height was determined by GEOID03.
 LX0183
 LX0183.The dynamic height is computed by dividing the NAVD 88
 LX0183.geopotential number by the normal gravity value computed on the
 LX0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0183.degrees latitude (g = 980.6199 gals.).
 LX0183
 LX0183.The modeled gravity was interpolated from observed gravity values.
 LX0183
 LX0183;                    North         East    Units  Estimated Accuracy
 LX0183;SPC CT       -   209,760.      365,870.      MT  (+/- 180 meters Scaled)
 LX0183
 LX0183                          SUPERSEDED SURVEY CONTROL
 LX0183
 LX0183  NGVD 29 (??/??/92)    4.256  (m)           13.96   (f) ADJ UNCH    1 1
 LX0183
 LX0183.Superseded values are not recommended for survey control.
 LX0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0183.See file dsdata.txt to determine how the superseded data were derived.
 LX0183
 LX0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL492816(NAD 83)
 LX0183_MARKER: DB = BENCH MARK DISK
 LX0183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0183_SP_SET: HEADWALL
 LX0183_STAMPING: Q 37 1965
 LX0183_MARK LOGO: CGS   
 LX0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0183+STABILITY: SURFACE MOTION
 LX0183
 LX0183  HISTORY     - Date     Condition        Report By
 LX0183  HISTORY     - 1965     MONUMENTED       CGS
 LX0183  HISTORY     - 1983     GOOD             USPSQD
 LX0183  HISTORY     - 1986     GOOD             NGS
 LX0183  HISTORY     - 1988     GOOD             USPSQD
 LX0183  HISTORY     - 1989     GOOD             USPSQD
 LX0183  HISTORY     - 1990     GOOD             USPSQD
 LX0183  HISTORY     - 19900310 GOOD             USPSQD
 LX0183  HISTORY     - 20000104 GOOD             USPSQD
 LX0183
 LX0183                          STATION DESCRIPTION
 LX0183
 LX0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0183'1.4 MI E FROM GROTON.
 LX0183'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0183'GROTON, 0.4 MILE WEST OF THE INTERSECTION OF THE U.S. HIGHWAY
 LX0183'AND STATE HIGHWAY 215, SET ON THE TOP OF THE WEST END OF THE SOUTH
 LX0183'CONCRETE HEAD WALL OF A TRIPLE 72 INCH PIPE CULVERT UNDER THE
 LX0183'HIGHWAY FOR FORT HILL BROOK, 29 FEET SOUTH OF THE CENTER LINE OF
 LX0183'THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 LX0183
 LX0183                          STATION RECOVERY (1983)
 LX0183
 LX0183'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0183'RECOVERED IN GOOD CONDITION.
 LX0183
 LX0183                          STATION RECOVERY (1986)
 LX0183
 LX0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0183'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0183'THE BUILDING IS NO LONGER THE POST OFFICE, IT IS NOW OFFICE BUILDING
 LX0183'NUMBER 1028 AND CHANGE 1 FOOT TO READ 1.52 METERS (5.0 FT) BELOW THE
 LX0183'LEVEL OF THE HIGHWAY.
 LX0183
 LX0183                          STATION RECOVERY (1988)
 LX0183
 LX0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0183'RECOVERED IN GOOD CONDITION.
 LX0183
 LX0183                          STATION RECOVERY (1989)
 LX0183
 LX0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0183'RECOVERED IN GOOD CONDITION.
 LX0183
 LX0183                          STATION RECOVERY (1990)
 LX0183
 LX0183'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0183'RECOVERED IN GOOD CONDITION.
 LX0183
 LX0183                          STATION RECOVERY (1990)
 LX0183
 LX0183'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0183'RECOVERED IN GOOD CONDITION.
 LX0183
 LX0183                          STATION RECOVERY (2000)
 LX0183
 LX0183'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0162 ***********************************************************************
 LX0162  DESIGNATION -  Q 38
 LX0162  PID         -  LX0162
 LX0162  STATE/COUNTY-  CT/NEW LONDON
 LX0162  USGS QUAD   -  NEW LONDON (1984)
 LX0162
 LX0162                         *CURRENT SURVEY CONTROL
 LX0162  ___________________________________________________________________
 LX0162* NAD 83(1986)-  41 21 48.     (N)    072 06 01.     (W)     SCALED    
 LX0162* NAVD 88     -         7.732  (meters)      25.37   (feet)  ADJUSTED  
 LX0162  ___________________________________________________________________
 LX0162  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0162  DYNAMIC HT  -           7.729 (meters)      25.36  (feet)  COMP
 LX0162  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LX0162
 LX0162  VERT ORDER  -  FIRST     CLASS I
 LX0162
 LX0162.The horizontal coordinates were scaled from a topographic map and have
 LX0162.an estimated accuracy of +/- 6 seconds.
 LX0162
 LX0162.The orthometric height was determined by differential leveling
 LX0162.and adjusted by the National Geodetic Survey in June 1991..
 LX0162.WARNING-Repeat measurements at this control monument indicate possible
 LX0162.vertical movement.
 LX0162
 LX0162.The geoid height was determined by GEOID03.
 LX0162
 LX0162.The dynamic height is computed by dividing the NAVD 88
 LX0162.geopotential number by the normal gravity value computed on the
 LX0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0162.degrees latitude (g = 980.6199 gals.).
 LX0162
 LX0162.The modeled gravity was interpolated from observed gravity values.
 LX0162
 LX0162;                    North         East    Units  Estimated Accuracy
 LX0162;SPC CT       -   211,470.      359,160.      MT  (+/- 180 meters Scaled)
 LX0162
 LX0162                          SUPERSEDED SURVEY CONTROL
 LX0162
 LX0162  NGVD 29 (??/??/92)    8.032  (m)           26.35   (f) ADJ UNCH    1 1
 LX0162
 LX0162.Superseded values are not recommended for survey control.
 LX0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0162.See file dsdata.txt to determine how the superseded data were derived.
 LX0162
 LX0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL425831(NAD 83)
 LX0162_MARKER: DB = BENCH MARK DISK
 LX0162_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0162_SP_SET: BRIDGE PIER
 LX0162_STAMPING: Q 38 1965
 LX0162_MARK LOGO: CGS   
 LX0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0162+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 LX0162
 LX0162  HISTORY     - Date     Condition        Report By
 LX0162  HISTORY     - 1965     MONUMENTED       CGS
 LX0162  HISTORY     - 1986     GOOD             NGS
 LX0162  HISTORY     - 1989     GOOD             USPSQD
 LX0162  HISTORY     - 20010415 GOOD             USPSQD
 LX0162  HISTORY     - 20051220 GOOD             USPSQD
 LX0162
 LX0162                          STATION DESCRIPTION
 LX0162
 LX0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0162'0.7 MI NW FROM NEW LONDON.
 LX0162'ABOUT 0.7 MILE NORTHWEST ALONG MAIN STREET FROM THE INTERSECTION
 LX0162'OF STATE STREET AT NEW LONDON, AT THE JUNCTION OF MAIN AND MILL
 LX0162'STREET, SET VERTICALLY IN THE WEST SIDE OF THE SOUTHWEST CORNER OF
 LX0162'THE FIRST PIER SOUTHEAST OF MAIN STREET SUPPORTING THE LARGE
 LX0162'INTERSTATE HIGHWAY 95 BRIDGE OVER THE THAMES RIVER, 11.4 FEET
 LX0162'SOUTHEAST OF THE SOUTHEAST CURB OF MAIN STREET, 8 FEET NORTHEAST
 LX0162'OF THE NORTHEAST CURB OF MILL STREET AND 2.7 FEET ABOVE THE LEVEL
 LX0162'OF THE SIDEWALK.
 LX0162
 LX0162                          STATION RECOVERY (1986)
 LX0162
 LX0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0162'RECOVERED IN GOOD CONDITION.
 LX0162
 LX0162                          STATION RECOVERY (1989)
 LX0162
 LX0162'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0162'RECOVERED IN GOOD CONDITION.
 LX0162
 LX0162                          STATION RECOVERY (2001)
 LX0162
 LX0162'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0162'RECOVERED IN GOOD CONDITION.
 LX0162
 LX0162                          STATION RECOVERY (2005)
 LX0162
 LX0162'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0455 ***********************************************************************
 LX0455  DESIGNATION -  Q 4=112
 LX0455  PID         -  LX0455
 LX0455  STATE/COUNTY-  CT/NEW HAVEN
 LX0455  USGS QUAD   -  CLINTON (1984)
 LX0455
 LX0455                         *CURRENT SURVEY CONTROL
 LX0455  ___________________________________________________________________
 LX0455* NAD 83(1986)-  41 17 12.     (N)    072 34 51.     (W)     SCALED    
 LX0455* NAVD 88     -         7.613  (meters)      24.98   (feet)  POSTED    
 LX0455  ___________________________________________________________________
 LX0455  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX0455  DYNAMIC HT  -           7.610 (meters)      24.97  (feet)  COMP
 LX0455  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 LX0455
 LX0455  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0455
 LX0455.The horizontal coordinates were scaled from a topographic map and have
 LX0455.an estimated accuracy of +/- 6 seconds.
 LX0455
 LX0455.The orthometric height was determined by differential leveling
 LX0455.and adjusted by the National Geodetic Survey in 1992..
 LX0455.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0455.rate of 2.1 thru 3.0 mm/km.
 LX0455
 LX0455.The geoid height was determined by GEOID03.
 LX0455
 LX0455.The dynamic height is computed by dividing the NAVD 88
 LX0455.geopotential number by the normal gravity value computed on the
 LX0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0455.degrees latitude (g = 980.6199 gals.).
 LX0455
 LX0455.The modeled gravity was interpolated from observed gravity values.
 LX0455
 LX0455;                    North         East    Units  Estimated Accuracy
 LX0455;SPC CT       -   202,760.      318,970.      MT  (+/- 180 meters Scaled)
 LX0455
 LX0455                          SUPERSEDED SURVEY CONTROL
 LX0455
 LX0455.No superseded survey control is available for this station.
 LX0455
 LX0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL025734(NAD 83)
 LX0455_MARKER: DD = SURVEY DISK
 LX0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0455_SP_SET: ABUTMENT
 LX0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0455
 LX0455  HISTORY     - Date     Condition        Report By
 LX0455  HISTORY     - UNK      MONUMENTED       DOD
 LX0455  HISTORY     - 1965     GOOD             NGS
 LX0455  HISTORY     - 1988     GOOD             USPSQD
 LX0455
 LX0455                          STATION DESCRIPTION
 LX0455
 LX0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0455'0.8 MI E FROM MADISON.
 LX0455'0.8 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0455'FROM THE STATION AT MADISON, ON TOP OF THE TOP STONE OF THE
 LX0455'MAIN ABUTMENT OF THE RAILROAD OVERPASS OVER BISHOPS LANE, 16
 LX0455'FEET NORTH OF THE NORTH RAIL AND 2 FEET BELOW THE LEVEL OF THE
 LX0455'TRACK.
 LX0455
 LX0455                          STATION RECOVERY (1988)
 LX0455
 LX0455'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELT)
 LX0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1659 ***********************************************************************
 LX1659  DESIGNATION -  Q 50
 LX1659  PID         -  LX1659
 LX1659  STATE/COUNTY-  CT/HARTFORD
 LX1659  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX1659
 LX1659                         *CURRENT SURVEY CONTROL
 LX1659  ___________________________________________________________________
 LX1659* NAD 83(1986)-  41 43 49.     (N)    072 43 31.     (W)     SCALED    
 LX1659* NAVD 88     -        20.651  (meters)      67.75   (feet)  ADJUSTED  
 LX1659  ___________________________________________________________________
 LX1659  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX1659  DYNAMIC HT  -          20.645 (meters)      67.73  (feet)  COMP
 LX1659  MODELED GRAV-     980,328.7   (mgal)                       NAVD 88
 LX1659
 LX1659  VERT ORDER  -  FIRST     CLASS II
 LX1659
 LX1659.The horizontal coordinates were scaled from a topographic map and have
 LX1659.an estimated accuracy of +/- 6 seconds.
 LX1659
 LX1659.The orthometric height was determined by differential leveling
 LX1659.and adjusted by the National Geodetic Survey in June 1991..
 LX1659
 LX1659.The geoid height was determined by GEOID03.
 LX1659
 LX1659.The dynamic height is computed by dividing the NAVD 88
 LX1659.geopotential number by the normal gravity value computed on the
 LX1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1659.degrees latitude (g = 980.6199 gals.).
 LX1659
 LX1659.The modeled gravity was interpolated from observed gravity values.
 LX1659
 LX1659;                    North         East    Units  Estimated Accuracy
 LX1659;SPC CT       -   252,020.      306,860.      MT  (+/- 180 meters Scaled)
 LX1659
 LX1659                          SUPERSEDED SURVEY CONTROL
 LX1659
 LX1659.No superseded survey control is available for this station.
 LX1659
 LX1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM891223(NAD 83)
 LX1659_MARKER: DB = BENCH MARK DISK
 LX1659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1659_SP_SET: BRIDGE
 LX1659_STAMPING: Q 50 1978
 LX1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1659
 LX1659  HISTORY     - Date     Condition        Report By
 LX1659  HISTORY     - 1978     MONUMENTED       NGS
 LX1659  HISTORY     - 19950809 GOOD             USPSQD
 LX1659
 LX1659                          STATION DESCRIPTION
 LX1659
 LX1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1659'IN ELMWOOD.
 LX1659'0.3 MILE SOUTHEAST ALONG NEW BRITAIN AVENUE FROM THE JUNCTION OF
 LX1659'NEW BRITAIN AVENUE AND NEWINGTON ROAD IN ELMWOOD TO THE MARK ON
 LX1659'THE LEFT SET IN THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX1659'OVERPASS BRIDGE OVER NEW BRITAIN AVENUEE IN THE TO TOP OF THE
 LX1659'NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE, 55 FEET NORTHWEST OF
 LX1659'POWER POLE NUMBER 4635, 8.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 LX1659'3 FEET NORTHWEST OF STEEL SUPPORT OF THE BRIDGE.
 LX1659
 LX1659                          STATION RECOVERY (1995)
 LX1659
 LX1659'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1633 ***********************************************************************
 LX1633  DESIGNATION -  Q 51
 LX1633  PID         -  LX1633
 LX1633  STATE/COUNTY-  CT/NEW HAVEN
 LX1633  USGS QUAD   -  BRANFORD (1984)
 LX1633
 LX1633                         *CURRENT SURVEY CONTROL
 LX1633  ___________________________________________________________________
 LX1633* NAD 83(1986)-  41 26 42.     (N)    072 49 48.     (W)     SCALED    
 LX1633* NAVD 88     -        30.421  (meters)      99.81   (feet)  ADJUSTED  
 LX1633  ___________________________________________________________________
 LX1633  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX1633  DYNAMIC HT  -          30.411 (meters)      99.77  (feet)  COMP
 LX1633  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 LX1633
 LX1633  VERT ORDER  -  FIRST     CLASS II
 LX1633
 LX1633.The horizontal coordinates were scaled from a topographic map and have
 LX1633.an estimated accuracy of +/- 6 seconds.
 LX1633
 LX1633.The orthometric height was determined by differential leveling
 LX1633.and adjusted by the National Geodetic Survey in June 1991..
 LX1633
 LX1633.The geoid height was determined by GEOID03.
 LX1633
 LX1633.The dynamic height is computed by dividing the NAVD 88
 LX1633.geopotential number by the normal gravity value computed on the
 LX1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1633.degrees latitude (g = 980.6199 gals.).
 LX1633
 LX1633.The modeled gravity was interpolated from observed gravity values.
 LX1633
 LX1633;                    North         East    Units  Estimated Accuracy
 LX1633;SPC CT       -   220,330.      298,120.      MT  (+/- 180 meters Scaled)
 LX1633
 LX1633                          SUPERSEDED SURVEY CONTROL
 LX1633
 LX1633.No superseded survey control is available for this station.
 LX1633
 LX1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL812904(NAD 83)
 LX1633_MARKER: DB = BENCH MARK DISK
 LX1633_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1633_SP_SET: BRIDGE
 LX1633_STAMPING: Q 51 1978
 LX1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1633
 LX1633  HISTORY     - Date     Condition        Report By
 LX1633  HISTORY     - 1978     MONUMENTED       NGS
 LX1633  HISTORY     - 19990227 GOOD             USPSQD
 LX1633
 LX1633                          STATION DESCRIPTION
 LX1633
 LX1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1633'0.85 MILE SW FROM IN WALLINGFORD.
 LX1633'0.85 MILE SOUTHWEST ALONG STATE HIGHWAY 5, FROM THE JUNCTION OF
 LX1633'STATE HIGHWAYS 5 AND 150 IN WALLINGFORD, TO THE INTERSECTION OF
 LX1633'HIGHWAY 5 AND SOUTH ORCHARD STREET, SET IN THE SOUTHEAST RETAINING
 LX1633'WALL OF THE OVERPASS BRIDGE OVER THE NEW HAVEN RAILROAD, 3 FEET
 LX1633'EAST OF A CHAIN LINK FENCE, 12.5 FEET NORTHWEST OF TELEPHONE POLE
 LX1633'NUMBER 11-10, 19.5 FEET NORTHEAST OF THE CENTER LINE OF SOUTH
 LX1633'ORCHARD STREET, 68.5 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 5.
 LX1633
 LX1633                          STATION RECOVERY (1999)
 LX1633
 LX1633'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1992 ***********************************************************************
 LX1992  DESIGNATION -  Q 53
 LX1992  PID         -  LX1992
 LX1992  STATE/COUNTY-  CT/LITCHFIELD
 LX1992  USGS QUAD   -  NORFOLK (1969)
 LX1992
 LX1992                         *CURRENT SURVEY CONTROL
 LX1992  ___________________________________________________________________
 LX1992* NAD 83(1986)-  41 58 48.     (N)    073 09 37.     (W)     SCALED    
 LX1992* NAVD 88     -       421.463  (meters)    1382.75   (feet)  ADJUSTED  
 LX1992  ___________________________________________________________________
 LX1992  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX1992  DYNAMIC HT  -         421.315 (meters)    1382.26  (feet)  COMP
 LX1992  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 LX1992
 LX1992  VERT ORDER  -  FIRST     CLASS II
 LX1992
 LX1992.The horizontal coordinates were scaled from a topographic map and have
 LX1992.an estimated accuracy of +/- 6 seconds.
 LX1992
 LX1992.The orthometric height was determined by differential leveling
 LX1992.and adjusted by the National Geodetic Survey in June 1991..
 LX1992
 LX1992.The geoid height was determined by GEOID03.
 LX1992
 LX1992.The dynamic height is computed by dividing the NAVD 88
 LX1992.geopotential number by the normal gravity value computed on the
 LX1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1992.degrees latitude (g = 980.6199 gals.).
 LX1992
 LX1992.The modeled gravity was interpolated from observed gravity values.
 LX1992
 LX1992;                    North         East    Units  Estimated Accuracy
 LX1992;SPC CT       -   279,830.      270,800.      MT  (+/- 180 meters Scaled)
 LX1992
 LX1992                          SUPERSEDED SURVEY CONTROL
 LX1992
 LX1992.No superseded survey control is available for this station.
 LX1992
 LX1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM524491(NAD 83)
 LX1992_MARKER: DB = BENCH MARK DISK
 LX1992_SETTING: 66 = SET IN ROCK OUTCROP
 LX1992_SP_SET: ROCK OUTCROP
 LX1992_STAMPING: Q 53 1984
 LX1992_MARK LOGO: NGS   
 LX1992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1992+STABILITY: POSITION/ELEVATION WELL
 LX1992
 LX1992  HISTORY     - Date     Condition        Report By
 LX1992  HISTORY     - 1984     MONUMENTED       NGS
 LX1992
 LX1992                          STATION DESCRIPTION
 LX1992
 LX1992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1992'3.9 KM (2.45 MI) ESE FROM NORFOLK.
 LX1992'3.9 KM (2.45 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN
 LX1992'HALL IN NORFOLK TO THE MARK ON THE LEFT, IN TOP OF EXPOSED BEDROCK,
 LX1992'9.75 METERS (32.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1992'23.77 METERS (78.0 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM TELEPHONE
 LX1992'POLE 1626, 16.30 METERS (53.5 FT) NORTH-NORTHEAST AND ACROSS THE
 LX1992'HIGHWAY FROM THE SOUTHEAST END OF A WOODEN POST AND CABLE GUARD RAIL.
 LX1992'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 LX1992'THE MARK IS 1.67 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1873 ***********************************************************************
 LX1873  DESIGNATION -  Q 54
 LX1873  PID         -  LX1873
 LX1873  STATE/COUNTY-  CT/FAIRFIELD
 LX1873  USGS QUAD   -  NORWALK NORTH (1975)
 LX1873
 LX1873                         *CURRENT SURVEY CONTROL
 LX1873  ___________________________________________________________________
 LX1873* NAD 83(1986)-  41 13 52.     (N)    073 25 34.     (W)     SCALED    
 LX1873* NAVD 88     -        77.672  (meters)     254.83   (feet)  ADJUSTED  
 LX1873  ___________________________________________________________________
 LX1873  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1873  DYNAMIC HT  -          77.646 (meters)     254.74  (feet)  COMP
 LX1873  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LX1873
 LX1873  VERT ORDER  -  FIRST     CLASS II
 LX1873
 LX1873.The horizontal coordinates were scaled from a topographic map and have
 LX1873.an estimated accuracy of +/- 6 seconds.
 LX1873
 LX1873.The orthometric height was determined by differential leveling
 LX1873.and adjusted by the National Geodetic Survey in June 1991..
 LX1873
 LX1873.The geoid height was determined by GEOID03.
 LX1873
 LX1873.The dynamic height is computed by dividing the NAVD 88
 LX1873.geopotential number by the normal gravity value computed on the
 LX1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1873.degrees latitude (g = 980.6199 gals.).
 LX1873
 LX1873.The modeled gravity was interpolated from observed gravity values.
 LX1873
 LX1873;                    North         East    Units  Estimated Accuracy
 LX1873;SPC CT       -   196,800.      248,120.      MT  (+/- 180 meters Scaled)
 LX1873
 LX1873                          SUPERSEDED SURVEY CONTROL
 LX1873
 LX1873.No superseded survey control is available for this station.
 LX1873
 LX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL319656(NAD 83)
 LX1873_MARKER: DB = BENCH MARK DISK
 LX1873_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1873_SP_SET: ABUTMENT
 LX1873_STAMPING: Q 54 1984
 LX1873_MARK LOGO: NGS   
 LX1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1873
 LX1873  HISTORY     - Date     Condition        Report By
 LX1873  HISTORY     - 1984     MONUMENTED       NGS
 LX1873  HISTORY     - 1985     GOOD             NGS
 LX1873
 LX1873                          STATION DESCRIPTION
 LX1873
 LX1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1873'4.9 KM (3.05 MI) NORTH FROM WILTON.
 LX1873'4.9 KM (3.05 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1873'WILTON TO THE JUNCTION OF HONEY HILL ROAD AND THE MARK ON THE RIGHT,
 LX1873'IN TOP OF THE NORTHWEST ABUTMENT OF A BRIDGE OVER THE NORWALK RIVER,
 LX1873'41.45 METERS (136.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1873'3.96 METERS (13.0 FT) NORTH OF THE CENTER OF HONEY HILL ROAD.
 LX1873'THE MARK IS ABOVE LEVEL WITH ROAD.
 LX1873
 LX1873                          STATION RECOVERY (1985)
 LX1873
 LX1873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2024 ***********************************************************************
 LX2024  DESIGNATION -  Q 55
 LX2024  PID         -  LX2024
 LX2024  STATE/COUNTY-  CT/HARTFORD
 LX2024  USGS QUAD   -  NEW HARTFORD (1984)
 LX2024
 LX2024                         *CURRENT SURVEY CONTROL
 LX2024  ___________________________________________________________________
 LX2024* NAD 83(1986)-  41 57 25.     (N)    072 52 32.     (W)     SCALED    
 LX2024* NAVD 88     -       245.206  (meters)     804.48   (feet)  ADJUSTED  
 LX2024  ___________________________________________________________________
 LX2024  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 LX2024  DYNAMIC HT  -         245.130 (meters)     804.23  (feet)  COMP
 LX2024  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 LX2024
 LX2024  VERT ORDER  -  FIRST     CLASS II
 LX2024
 LX2024.The horizontal coordinates were scaled from a topographic map and have
 LX2024.an estimated accuracy of +/- 6 seconds.
 LX2024
 LX2024.The orthometric height was determined by differential leveling
 LX2024.and adjusted by the National Geodetic Survey in June 1991..
 LX2024
 LX2024.The geoid height was determined by GEOID03.
 LX2024
 LX2024.The dynamic height is computed by dividing the NAVD 88
 LX2024.geopotential number by the normal gravity value computed on the
 LX2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2024.degrees latitude (g = 980.6199 gals.).
 LX2024
 LX2024.The modeled gravity was interpolated from observed gravity values.
 LX2024
 LX2024;                    North         East    Units  Estimated Accuracy
 LX2024;SPC CT       -   277,200.      294,390.      MT  (+/- 180 meters Scaled)
 LX2024
 LX2024                          SUPERSEDED SURVEY CONTROL
 LX2024
 LX2024.No superseded survey control is available for this station.
 LX2024
 LX2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM760471(NAD 83)
 LX2024_MARKER: DB = BENCH MARK DISK
 LX2024_SETTING: 66 = SET IN ROCK OUTCROP
 LX2024_SP_SET: ROCK OUTCROP
 LX2024_STAMPING: Q 55 1984
 LX2024_MARK LOGO: NGS   
 LX2024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2024+STABILITY: POSITION/ELEVATION WELL
 LX2024
 LX2024  HISTORY     - Date     Condition        Report By
 LX2024  HISTORY     - 1984     MONUMENTED       NGS
 LX2024
 LX2024                          STATION DESCRIPTION
 LX2024
 LX2024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2024'1.9 KM (1.2 MI) SW FROM WEST GRANBY.
 LX2024'1.9 KM (1.2 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION OF
 LX2024'STATE HIGHWAY 20 IN WEST GRANBY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2024'THE BASE OF A ROCK CUT, 7.16 METERS (23.5 FT) NORTHWEST OF THE
 LX2024'CENTERLINE OF THE HIGHWAY, 48.15 METERS (158.0 FT) SOUTHWEST OF THE
 LX2024'CENTER OF A CATCH BASIN, 27.58 METERS (90.5 FT) NORTHEAST OF THE
 LX2024'CENTER OF A CATCH BASIN.
 LX2024'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 LX2024'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1683 ***********************************************************************
 LW1683  DESIGNATION -  Q 56
 LW1683  PID         -  LW1683
 LW1683  STATE/COUNTY-  CT/WINDHAM
 LW1683  USGS QUAD   -  PUTNAM (1970)
 LW1683
 LW1683                         *CURRENT SURVEY CONTROL
 LW1683  ___________________________________________________________________
 LW1683* NAD 83(1986)-  41 53 43.     (N)    071 52 46.     (W)     SCALED    
 LW1683* NAVD 88     -        91.969  (meters)     301.74   (feet)  ADJUSTED  
 LW1683  ___________________________________________________________________
 LW1683  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LW1683  DYNAMIC HT  -          91.937 (meters)     301.63  (feet)  COMP
 LW1683  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LW1683
 LW1683  VERT ORDER  -  FIRST     CLASS II
 LW1683
 LW1683.The horizontal coordinates were scaled from a topographic map and have
 LW1683.an estimated accuracy of +/- 6 seconds.
 LW1683
 LW1683.The orthometric height was determined by differential leveling
 LW1683.and adjusted by the National Geodetic Survey in June 1991..
 LW1683
 LW1683.The geoid height was determined by GEOID03.
 LW1683
 LW1683.The dynamic height is computed by dividing the NAVD 88
 LW1683.geopotential number by the normal gravity value computed on the
 LW1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1683.degrees latitude (g = 980.6199 gals.).
 LW1683
 LW1683.The modeled gravity was interpolated from observed gravity values.
 LW1683
 LW1683;                    North         East    Units  Estimated Accuracy
 LW1683;SPC CT       -   270,710.      377,040.      MT  (+/- 180 meters Scaled)
 LW1683
 LW1683                          SUPERSEDED SURVEY CONTROL
 LW1683
 LW1683.No superseded survey control is available for this station.
 LW1683
 LW1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG611421(NAD 83)
 LW1683_MARKER: DB = BENCH MARK DISK
 LW1683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1683_SP_SET: HEADWALL
 LW1683_STAMPING: Q 56 1984
 LW1683_MARK LOGO: NGS   
 LW1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1683+STABILITY: SURFACE MOTION
 LW1683
 LW1683  HISTORY     - Date     Condition        Report By
 LW1683  HISTORY     - 1984     MONUMENTED       NGS
 LW1683  HISTORY     - 19961207 GOOD             USPSQD
 LW1683
 LW1683                          STATION DESCRIPTION
 LW1683
 LW1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1683'3.6 KM (2.25 MI) SSE FROM PUTNAM.
 LW1683'3.6 KM (2.25 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LW1683'JUNCTION OF U.S. HIGHWAY 44 IN PUTNAM TO THE MARK ON THE LEFT, IN TOP
 LW1683'OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF THE HIGHWAY BRIDGE
 LW1683'OVER A BROOK, AT THE JUNCTION OF HURRY HILL ROAD, 5.80 METERS (19.0
 LW1683'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.70 METERS (51.5 FT)
 LW1683'NORTHWEST OF POWER POLE 240, 0.18 METER (0.6 FT) NORTHWEST OF THE
 LW1683'SOUTHEAST END OF THE NORTHEAST HEADWALL OF THE BRIDGE.
 LW1683'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LW1683
 LW1683                          STATION RECOVERY (1996)
 LW1683
 LW1683'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1915 ***********************************************************************
 LX1915  DESIGNATION -  Q 57
 LX1915  PID         -  LX1915
 LX1915  STATE/COUNTY-  CT/LITCHFIELD
 LX1915  USGS QUAD   -  NEW MILFORD (1984)
 LX1915
 LX1915                         *CURRENT SURVEY CONTROL
 LX1915  ___________________________________________________________________
 LX1915* NAD 83(1986)-  41 32 28.     (N)    073 25 16.     (W)     SCALED    
 LX1915* NAVD 88     -        69.930  (meters)     229.43   (feet)  ADJUSTED  
 LX1915  ___________________________________________________________________
 LX1915  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1915  DYNAMIC HT  -          69.907 (meters)     229.35  (feet)  COMP
 LX1915  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 LX1915
 LX1915  VERT ORDER  -  FIRST     CLASS II
 LX1915
 LX1915.The horizontal coordinates were scaled from a topographic map and have
 LX1915.an estimated accuracy of +/- 6 seconds.
 LX1915
 LX1915.The orthometric height was determined by differential leveling
 LX1915.and adjusted by the National Geodetic Survey in June 1991..
 LX1915
 LX1915.The geoid height was determined by GEOID03.
 LX1915
 LX1915.The dynamic height is computed by dividing the NAVD 88
 LX1915.geopotential number by the normal gravity value computed on the
 LX1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1915.degrees latitude (g = 980.6199 gals.).
 LX1915
 LX1915.The modeled gravity was interpolated from observed gravity values.
 LX1915
 LX1915;                    North         East    Units  Estimated Accuracy
 LX1915;SPC CT       -   231,220.      248,800.      MT  (+/- 180 meters Scaled)
 LX1915
 LX1915                          SUPERSEDED SURVEY CONTROL
 LX1915
 LX1915.No superseded survey control is available for this station.
 LX1915
 LX1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM316000(NAD 83)
 LX1915_MARKER: DB = BENCH MARK DISK
 LX1915_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1915_SP_SET: ABUTMENT
 LX1915_STAMPING: Q 57 1984
 LX1915_MARK LOGO: NGS   
 LX1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1915+STABILITY: SURFACE MOTION
 LX1915
 LX1915  HISTORY     - Date     Condition        Report By
 LX1915  HISTORY     - 1984     MONUMENTED       NGS
 LX1915
 LX1915                          STATION DESCRIPTION
 LX1915
 LX1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1915'2.8 KM (1.75 MI) SOUTH FROM NEW MILFORD.
 LX1915'2.8 KM (1.75 MI) SOUTH ALONG U.S. HIGHWAYS 7 AND 202 FROM THE JUNCTION
 LX1915'OF PICKETT DISTRICT ROAD IN NEW MILFORD TO THE MARK ON THE LEFT, IN
 LX1915'TOP OF THE SOUTHWEST ABUTMENT OF A BRIDGE OVER A SMALL STREAM ALONG
 LX1915'OLD STATE ROAD, 42.82 METERS (140.5 FT) SOUTHEAST OF THE CENTERLINE OF
 LX1915'THE HIGHWAY, 4.88 METERS (16.0 FT) NORTHWEST OF THE CENTER OF OLD
 LX1915'STATE ROAD.
 LX1915'THE MARK IS 0.30 M BELOW OLD STATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1971 ***********************************************************************
 LX1971  DESIGNATION -  Q 58
 LX1971  PID         -  LX1971
 LX1971  STATE/COUNTY-  CT/LITCHFIELD
 LX1971  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1971
 LX1971                         *CURRENT SURVEY CONTROL
 LX1971  ___________________________________________________________________
 LX1971* NAD 83(1986)-  41 53 25.     (N)    073 21 39.     (W)     SCALED    
 LX1971* NAVD 88     -       193.662  (meters)     635.37   (feet)  ADJUSTED  
 LX1971  ___________________________________________________________________
 LX1971  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX1971  DYNAMIC HT  -         193.596 (meters)     635.16  (feet)  COMP
 LX1971  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LX1971
 LX1971  VERT ORDER  -  FIRST     CLASS II
 LX1971
 LX1971.The horizontal coordinates were scaled from a topographic map and have
 LX1971.an estimated accuracy of +/- 6 seconds.
 LX1971
 LX1971.The orthometric height was determined by differential leveling
 LX1971.and adjusted by the National Geodetic Survey in June 1991..
 LX1971
 LX1971.The geoid height was determined by GEOID03.
 LX1971
 LX1971.The dynamic height is computed by dividing the NAVD 88
 LX1971.geopotential number by the normal gravity value computed on the
 LX1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1971.degrees latitude (g = 980.6199 gals.).
 LX1971
 LX1971.The modeled gravity was interpolated from observed gravity values.
 LX1971
 LX1971;                    North         East    Units  Estimated Accuracy
 LX1971;SPC CT       -   269,970.      254,110.      MT  (+/- 180 meters Scaled)
 LX1971
 LX1971                          SUPERSEDED SURVEY CONTROL
 LX1971
 LX1971.No superseded survey control is available for this station.
 LX1971
 LX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM359388(NAD 83)
 LX1971_MARKER: DB = BENCH MARK DISK
 LX1971_SETTING: 66 = SET IN ROCK OUTCROP
 LX1971_SP_SET: ROCK OUTCROP
 LX1971_STAMPING: Q 58 1984
 LX1971_MARK LOGO: NGS   
 LX1971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1971+STABILITY: POSITION/ELEVATION WELL
 LX1971
 LX1971  HISTORY     - Date     Condition        Report By
 LX1971  HISTORY     - 1984     MONUMENTED       NGS
 LX1971  HISTORY     - 1985     GOOD             NGS
 LX1971
 LX1971                          STATION DESCRIPTION
 LX1971
 LX1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1971'9.5 KM (5.9 MI) NORTH FROM CORNWALL BRIDGE.
 LX1971'9.5 KM (5.9 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1971'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK CUT,
 LX1971'5.79 METERS (19.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 24.29
 LX1971'METERS (79.7 FT) NORTH OF UTILITY POLE 2903.
 LX1971'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 LX1971'THE MARK IS 0.8 M ABOVE HIGHWAY.
 LX1971
 LX1971                          STATION RECOVERY (1985)
 LX1971
 LX1971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1947 ***********************************************************************
 LX1947  DESIGNATION -  Q 59
 LX1947  PID         -  LX1947
 LX1947  STATE/COUNTY-  CT/LITCHFIELD
 LX1947  USGS QUAD   -  KENT (1971)
 LX1947
 LX1947                         *CURRENT SURVEY CONTROL
 LX1947  ___________________________________________________________________
 LX1947* NAD 83(1986)-  41 44 24.     (N)    073 27 33.     (W)     SCALED    
 LX1947* NAVD 88     -       143.358  (meters)     470.33   (feet)  ADJUSTED  
 LX1947  ___________________________________________________________________
 LX1947  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX1947  DYNAMIC HT  -         143.309 (meters)     470.17  (feet)  COMP
 LX1947  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX1947
 LX1947  VERT ORDER  -  FIRST     CLASS II
 LX1947
 LX1947.The horizontal coordinates were scaled from a topographic map and have
 LX1947.an estimated accuracy of +/- 6 seconds.
 LX1947
 LX1947.The orthometric height was determined by differential leveling
 LX1947.and adjusted by the National Geodetic Survey in June 1991..
 LX1947
 LX1947.The geoid height was determined by GEOID03.
 LX1947
 LX1947.The dynamic height is computed by dividing the NAVD 88
 LX1947.geopotential number by the normal gravity value computed on the
 LX1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1947.degrees latitude (g = 980.6199 gals.).
 LX1947
 LX1947.The modeled gravity was interpolated from observed gravity values.
 LX1947
 LX1947;                    North         East    Units  Estimated Accuracy
 LX1947;SPC CT       -   253,340.      245,810.      MT  (+/- 180 meters Scaled)
 LX1947
 LX1947                          SUPERSEDED SURVEY CONTROL
 LX1947
 LX1947.No superseded survey control is available for this station.
 LX1947
 LX1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM281220(NAD 83)
 LX1947_MARKER: DB = BENCH MARK DISK
 LX1947_SETTING: 66 = SET IN ROCK OUTCROP
 LX1947_SP_SET: ROCK OUTCROP
 LX1947_STAMPING: Q 59 1984
 LX1947_MARK LOGO: NGS   
 LX1947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1947+STABILITY: POSITION/ELEVATION WELL
 LX1947
 LX1947  HISTORY     - Date     Condition        Report By
 LX1947  HISTORY     - 1984     MONUMENTED       NGS
 LX1947
 LX1947                          STATION DESCRIPTION
 LX1947
 LX1947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1947'2.7 KM (1.65 MI) NE FROM KENT.
 LX1947'2.7 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1947'HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, IN TOP OF A LARGE ROCK
 LX1947'OUTCROP, IN THE LAWN OF A LARGE TWO STORY FRAME HOUSE, 23.32 METERS
 LX1947'(76.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8.08 METERS
 LX1947'(26.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 6.40 METERS
 LX1947'(21.0 FT) EAST OF THE CENTER OF THE DRIVEWAY.
 LX1947'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1704 ***********************************************************************
 LW1704  DESIGNATION -  Q 62
 LW1704  PID         -  LW1704
 LW1704  STATE/COUNTY-  CT/WINDHAM
 LW1704  USGS QUAD   -  PLAINFIELD (1983)
 LW1704
 LW1704                         *CURRENT SURVEY CONTROL
 LW1704  ___________________________________________________________________
 LW1704* NAD 83(1986)-  41 42 34.     (N)    071 54 17.     (W)     SCALED    
 LW1704* NAVD 88     -        62.683  (meters)     205.65   (feet)  ADJUSTED  
 LW1704  ___________________________________________________________________
 LW1704  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW1704  DYNAMIC HT  -          62.662 (meters)     205.58  (feet)  COMP
 LW1704  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LW1704
 LW1704  VERT ORDER  -  FIRST     CLASS II
 LW1704
 LW1704.The horizontal coordinates were scaled from a topographic map and have
 LW1704.an estimated accuracy of +/- 6 seconds.
 LW1704
 LW1704.The orthometric height was determined by differential leveling
 LW1704.and adjusted by the National Geodetic Survey in June 1991..
 LW1704
 LW1704.The geoid height was determined by GEOID03.
 LW1704
 LW1704.The dynamic height is computed by dividing the NAVD 88
 LW1704.geopotential number by the normal gravity value computed on the
 LW1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1704.degrees latitude (g = 980.6199 gals.).
 LW1704
 LW1704.The modeled gravity was interpolated from observed gravity values.
 LW1704
 LW1704;                    North         East    Units  Estimated Accuracy
 LW1704;SPC CT       -   250,050.      375,150.      MT  (+/- 180 meters Scaled)
 LW1704
 LW1704                          SUPERSEDED SURVEY CONTROL
 LW1704
 LW1704.No superseded survey control is available for this station.
 LW1704
 LW1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG583215(NAD 83)
 LW1704_MARKER: DB = BENCH MARK DISK
 LW1704_SETTING: 66 = SET IN ROCK OUTCROP
 LW1704_SP_SET: ROCK OUTCROP
 LW1704_STAMPING: Q 62 1984
 LW1704_MARK LOGO: NGS   
 LW1704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1704+STABILITY: POSITION/ELEVATION WELL
 LW1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1704+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LW1704
 LW1704  HISTORY     - Date     Condition        Report By
 LW1704  HISTORY     - 1984     MONUMENTED       NGS
 LW1704  HISTORY     - 19961020 GOOD             USPSQD
 LW1704  HISTORY     - 20050608 GOOD             EASTOP
 LW1704
 LW1704                          STATION DESCRIPTION
 LW1704
 LW1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1704'1.2 KM (0.75 MI) SOUTH FROM CENTRAL VILLAGE.
 LW1704'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1704'STATE HIGHWAY 14 EAST IN CENTRAL VILLAGE TO THE MARK ON THE LEFT, IN
 LW1704'TOP OF AND ABOUT CENTERED IN A 1.4 BY 1.5 METER (4-1/2 BY 5 FT)
 LW1704'EXPOSED OUTCROP ON THE SOUTH SIDE OF THE PAVED ENTRANCE DRIVE OF A TWO
 LW1704'STORY FRAME HOUSE, 16.30 METERS (53.5 FT) EAST OF THE CENTERLINE OF
 LW1704'THE HIGHWAY, 27.58 METERS (90.5 FT) SOUTH OF THE SOUTHWEST CORNER OF
 LW1704'THE HOUSE, 17.92 METERS (58.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 LW1704'A TWO CAR GARAGE, 15.24 METERS (50.0 FT) SOUTHEAST OF POWER POLE 2570.
 LW1704'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1704
 LW1704                          STATION RECOVERY (1996)
 LW1704
 LW1704'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1704'RECOVERED IN GOOD CONDITION.
 LW1704
 LW1704                          STATION RECOVERY (2005)
 LW1704
 LW1704'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2005 (DJR)
 LW1704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2079 ***********************************************************************
 LX2079  DESIGNATION -  Q 63
 LX2079  PID         -  LX2079
 LX2079  STATE/COUNTY-  CT/TOLLAND
 LX2079  USGS QUAD   -  ELLINGTON (1984)
 LX2079
 LX2079                         *CURRENT SURVEY CONTROL
 LX2079  ___________________________________________________________________
 LX2079* NAD 83(1986)-  41 58 32.     (N)    072 22 37.     (W)     SCALED    
 LX2079* NAVD 88     -       248.877  (meters)     816.52   (feet)  ADJUSTED  
 LX2079  ___________________________________________________________________
 LX2079  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2079  DYNAMIC HT  -         248.798 (meters)     816.26  (feet)  COMP
 LX2079  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LX2079
 LX2079  VERT ORDER  -  FIRST     CLASS II
 LX2079
 LX2079.The horizontal coordinates were scaled from a topographic map and have
 LX2079.an estimated accuracy of +/- 6 seconds.
 LX2079
 LX2079.The orthometric height was determined by differential leveling
 LX2079.and adjusted by the National Geodetic Survey in June 1991..
 LX2079
 LX2079.The geoid height was determined by GEOID03.
 LX2079
 LX2079.The dynamic height is computed by dividing the NAVD 88
 LX2079.geopotential number by the normal gravity value computed on the
 LX2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2079.degrees latitude (g = 980.6199 gals.).
 LX2079
 LX2079.The modeled gravity was interpolated from observed gravity values.
 LX2079
 LX2079;                    North         East    Units  Estimated Accuracy
 LX2079;SPC CT       -   279,330.      335,720.      MT  (+/- 180 meters Scaled)
 LX2079
 LX2079                          SUPERSEDED SURVEY CONTROL
 LX2079
 LX2079.No superseded survey control is available for this station.
 LX2079
 LX2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM173503(NAD 83)
 LX2079_MARKER: DB = BENCH MARK DISK
 LX2079_SETTING: 66 = SET IN ROCK OUTCROP
 LX2079_SP_SET: ROCK OUTCROP
 LX2079_STAMPING: Q 63 1984
 LX2079_MARK LOGO: NGS   
 LX2079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2079+STABILITY: POSITION/ELEVATION WELL
 LX2079
 LX2079  HISTORY     - Date     Condition        Report By
 LX2079  HISTORY     - 1984     MONUMENTED       NGS
 LX2079  HISTORY     - 20041016 GOOD             GEOCAC
 LX2079
 LX2079                          STATION DESCRIPTION
 LX2079
 LX2079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2079'4.5 KM (2.8 MI) EAST FROM SOMERS.
 LX2079'4.5 KM (2.8 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2079'SOMERS TO THE MARK ON THE RIGHT, IN TOP OF A LARGE FLAT ROCK OUTCROP,
 LX2079'ACROSS THE HIGHWAY FROM HOUSE NUMBER 77, 30.33 METERS (99.5 FT) SOUTH
 LX2079'OF THE CENTERLINE OF THE HIGHWAY, 36.73 METERS (120.5 FT) EAST OF THE
 LX2079'EAST FACE OF A RED BRICK HOUSE, 37.34 METERS (122.5 FT) SOUTHWEST OF
 LX2079'UTILITY POLE 1534.
 LX2079'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LX2079'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2079
 LX2079                          STATION RECOVERY (2004)
 LX2079
 LX2079'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2126 ***********************************************************************
 LX2126  DESIGNATION -  Q 64
 LX2126  PID         -  LX2126
 LX2126  STATE/COUNTY-  CT/NEW LONDON
 LX2126  USGS QUAD   -  NORWICH (1983)
 LX2126
 LX2126                         *CURRENT SURVEY CONTROL
 LX2126  ___________________________________________________________________
 LX2126* NAD 83(1986)-  41 37 01.     (N)    072 05 45.     (W)     SCALED    
 LX2126* NAVD 88     -        40.011  (meters)     131.27   (feet)  ADJUSTED  
 LX2126  ___________________________________________________________________
 LX2126  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX2126  DYNAMIC HT  -          39.998 (meters)     131.23  (feet)  COMP
 LX2126  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX2126
 LX2126  VERT ORDER  -  FIRST     CLASS II
 LX2126
 LX2126.The horizontal coordinates were scaled from a topographic map and have
 LX2126.an estimated accuracy of +/- 6 seconds.
 LX2126
 LX2126.The orthometric height was determined by differential leveling
 LX2126.and adjusted by the National Geodetic Survey in June 1991..
 LX2126
 LX2126.The geoid height was determined by GEOID03.
 LX2126
 LX2126.The dynamic height is computed by dividing the NAVD 88
 LX2126.geopotential number by the normal gravity value computed on the
 LX2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2126.degrees latitude (g = 980.6199 gals.).
 LX2126
 LX2126.The modeled gravity was interpolated from observed gravity values.
 LX2126
 LX2126;                    North         East    Units  Estimated Accuracy
 LX2126;SPC CT       -   239,630.      359,320.      MT  (+/- 180 meters Scaled)
 LX2126
 LX2126                          SUPERSEDED SURVEY CONTROL
 LX2126
 LX2126.No superseded survey control is available for this station.
 LX2126
 LX2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM419113(NAD 83)
 LX2126_MARKER: DB = BENCH MARK DISK
 LX2126_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2126_SP_SET: BRIDGE ABUTMENT
 LX2126_STAMPING: Q 64 1984
 LX2126_MARK LOGO: NGS   
 LX2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2126
 LX2126  HISTORY     - Date     Condition        Report By
 LX2126  HISTORY     - 1984     MONUMENTED       NGS
 LX2126  HISTORY     - 1986     GOOD             NGS
 LX2126  HISTORY     - 19901008 MARK NOT FOUND   USPSQD
 LX2126
 LX2126                          STATION DESCRIPTION
 LX2126
 LX2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2126'1.0 KM (0.6 MI) WNW FROM BALTIC.
 LX2126'1.0 KM (0.6 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 207 FROM THE
 LX2126'JUNCTION OF STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE LEFT, IN TOP
 LX2126'OF THE SOUTH END OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER A
 LX2126'BROOK, 5.02 METERS (16.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2126'1.0 METER (3.3 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE GUARD
 LX2126'RAIL OF THE BRIDGE.
 LX2126'THE MARK IS 0.3 M BELOW HIGHWAY.
 LX2126
 LX2126                          STATION RECOVERY (1986)
 LX2126
 LX2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2126'RECOVERED IN GOOD CONDITION.
 LX2126
 LX2126                          STATION RECOVERY (1990)
 LX2126
 LX2126'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2154 ***********************************************************************
 LX2154  DESIGNATION -  Q 65
 LX2154  PID         -  LX2154
 LX2154  STATE/COUNTY-  CT/TOLLAND
 LX2154  USGS QUAD   -  COLUMBIA (1984)
 LX2154
 LX2154                         *CURRENT SURVEY CONTROL
 LX2154  ___________________________________________________________________
 LX2154* NAD 83(1986)-  41 43 44.     (N)    072 21 09.     (W)     SCALED    
 LX2154* NAVD 88     -        99.707  (meters)     327.12   (feet)  ADJUSTED  
 LX2154  ___________________________________________________________________
 LX2154  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2154  DYNAMIC HT  -          99.672 (meters)     327.01  (feet)  COMP
 LX2154  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 LX2154
 LX2154  VERT ORDER  -  FIRST     CLASS II
 LX2154
 LX2154.The horizontal coordinates were scaled from a topographic map and have
 LX2154.an estimated accuracy of +/- 6 seconds.
 LX2154
 LX2154.The orthometric height was determined by differential leveling
 LX2154.and adjusted by the National Geodetic Survey in June 1991..
 LX2154
 LX2154.The geoid height was determined by GEOID03.
 LX2154
 LX2154.The dynamic height is computed by dividing the NAVD 88
 LX2154.geopotential number by the normal gravity value computed on the
 LX2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2154.degrees latitude (g = 980.6199 gals.).
 LX2154
 LX2154.The modeled gravity was interpolated from observed gravity values.
 LX2154
 LX2154;                    North         East    Units  Estimated Accuracy
 LX2154;SPC CT       -   251,940.      337,870.      MT  (+/- 180 meters Scaled)
 LX2154
 LX2154                          SUPERSEDED SURVEY CONTROL
 LX2154
 LX2154.No superseded survey control is available for this station.
 LX2154
 LX2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM201230(NAD 83)
 LX2154_MARKER: DB = BENCH MARK DISK
 LX2154_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2154_SP_SET: ABUTMENT
 LX2154_STAMPING: Q 65 1984
 LX2154_MARK LOGO: NGS   
 LX2154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2154
 LX2154  HISTORY     - Date     Condition        Report By
 LX2154  HISTORY     - 1984     MONUMENTED       NGS
 LX2154
 LX2154                          STATION DESCRIPTION
 LX2154
 LX2154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2154'2.5 KM (1.55 MI) EAST FROM ANDOVER.
 LX2154'2.5 KM (1.55 MI) EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2154'ANDOVER TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF THE EAST
 LX2154'ABUTMENT OF A HIGHWAY BRIDGE, 5.33 METERS (17.5 FT) SOUTH OF THE
 LX2154'CENTERLINE OF THE HIGHWAY, 0.52 METER (1.7 FT) WEST OF THE EAST END OF
 LX2154'THE BRIDGE.
 LX2154'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2112 ***********************************************************************
 LX2112  DESIGNATION -  Q 66
 LX2112  PID         -  LX2112
 LX2112  STATE/COUNTY-  CT/WINDHAM
 LX2112  USGS QUAD   -  EASTFORD (1983)
 LX2112
 LX2112                         *CURRENT SURVEY CONTROL
 LX2112  ___________________________________________________________________
 LX2112* NAD 83(1986)-  41 58 13.     (N)    072 03 03.     (W)     SCALED    
 LX2112* NAVD 88     -       210.144  (meters)     689.45   (feet)  ADJUSTED  
 LX2112  ___________________________________________________________________
 LX2112  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2112  DYNAMIC HT  -         210.074 (meters)     689.22  (feet)  COMP
 LX2112  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX2112
 LX2112  VERT ORDER  -  FIRST     CLASS II
 LX2112
 LX2112.The horizontal coordinates were scaled from a topographic map and have
 LX2112.an estimated accuracy of +/- 6 seconds.
 LX2112
 LX2112.The orthometric height was determined by differential leveling
 LX2112.and adjusted by the National Geodetic Survey in June 1991..
 LX2112
 LX2112.The geoid height was determined by GEOID03.
 LX2112
 LX2112.The dynamic height is computed by dividing the NAVD 88
 LX2112.geopotential number by the normal gravity value computed on the
 LX2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2112.degrees latitude (g = 980.6199 gals.).
 LX2112
 LX2112.The modeled gravity was interpolated from observed gravity values.
 LX2112
 LX2112;                    North         East    Units  Estimated Accuracy
 LX2112;SPC CT       -   278,910.      362,750.      MT  (+/- 180 meters Scaled)
 LX2112
 LX2112                          SUPERSEDED SURVEY CONTROL
 LX2112
 LX2112.No superseded survey control is available for this station.
 LX2112
 LX2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM443506(NAD 83)
 LX2112_MARKER: DB = BENCH MARK DISK
 LX2112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2112_SP_SET: HEADWALL
 LX2112_STAMPING: Q 66 1984
 LX2112_MARK LOGO: NGS   
 LX2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2112+STABILITY: SURFACE MOTION
 LX2112
 LX2112  HISTORY     - Date     Condition        Report By
 LX2112  HISTORY     - 1984     MONUMENTED       NGS
 LX2112
 LX2112                          STATION DESCRIPTION
 LX2112
 LX2112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2112'5.7 KM (3.55 MI) WEST FROM NORTH WOODSTOCK.
 LX2112'5.7 KM (3.55 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2112'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT, IN TOP
 LX2112'OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE
 LX2112'HIGHWAY, 7.92 METERS (26.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2112'HIGHWAY, 1.07 METERS (3.5 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 LX2112'HEADWALL.
 LX2112'THE MARK IS 0.86 METERS  SE FROM A WITNESS POST.
 LX2112'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2219 ***********************************************************************
 LX2219  DESIGNATION -  Q 67
 LX2219  PID         -  LX2219
 LX2219  STATE/COUNTY-  CT/MIDDLESEX
 LX2219  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2219
 LX2219                         *CURRENT SURVEY CONTROL
 LX2219  ___________________________________________________________________
 LX2219* NAD 83(1986)-  41 30 32.     (N)    072 35 20.     (W)     SCALED    
 LX2219* NAVD 88     -        80.746  (meters)     264.91   (feet)  ADJUSTED  
 LX2219  ___________________________________________________________________
 LX2219  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX2219  DYNAMIC HT  -          80.719 (meters)     264.83  (feet)  COMP
 LX2219  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX2219
 LX2219  VERT ORDER  -  FIRST     CLASS II
 LX2219
 LX2219.The horizontal coordinates were scaled from a topographic map and have
 LX2219.an estimated accuracy of +/- 6 seconds.
 LX2219
 LX2219.The orthometric height was determined by differential leveling
 LX2219.and adjusted by the National Geodetic Survey in June 1991..
 LX2219
 LX2219.The geoid height was determined by GEOID03.
 LX2219
 LX2219.The dynamic height is computed by dividing the NAVD 88
 LX2219.geopotential number by the normal gravity value computed on the
 LX2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2219.degrees latitude (g = 980.6199 gals.).
 LX2219
 LX2219.The modeled gravity was interpolated from observed gravity values.
 LX2219
 LX2219;                    North         East    Units  Estimated Accuracy
 LX2219;SPC CT       -   227,440.      318,250.      MT  (+/- 180 meters Scaled)
 LX2219
 LX2219                          SUPERSEDED SURVEY CONTROL
 LX2219
 LX2219.No superseded survey control is available for this station.
 LX2219
 LX2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL012980(NAD 83)
 LX2219_MARKER: DB = BENCH MARK DISK
 LX2219_SETTING: 80 = SET IN A BOULDER
 LX2219_SP_SET: BOULDER
 LX2219_STAMPING: Q 67 1984
 LX2219_MARK LOGO: NGS   
 LX2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2219+STABILITY: SURFACE MOTION
 LX2219
 LX2219  HISTORY     - Date     Condition        Report By
 LX2219  HISTORY     - 1984     MONUMENTED       NGS
 LX2219
 LX2219                          STATION DESCRIPTION
 LX2219
 LX2219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2219'8.0 KM (5.0 MI) SE FROM MIDDLETOWN.
 LX2219'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2219'MIDDLETOWN TO THE MARK ON THE LEFT, SET VERTICALLY IN A LARGE BOULDER
 LX2219'THAT IS ABOUT 4.57 METERS (15.0 FT) HIGH, ACROSS THE HIGHWAY FROM
 LX2219'UTILITY POLE 222, 6.40 METERS (21.0 FT) NORTHEAST OF THE CENTERLINE OF
 LX2219'THE HIGHWAY.
 LX2219'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2240 ***********************************************************************
 LX2240  DESIGNATION -  Q 69
 LX2240  PID         -  LX2240
 LX2240  STATE/COUNTY-  CT/MIDDLESEX
 LX2240  USGS QUAD   -  DEEP RIVER (1971)
 LX2240
 LX2240                         *CURRENT SURVEY CONTROL
 LX2240  ___________________________________________________________________
 LX2240* NAD 83(1986)-  41 24 40.     (N)    072 26 26.     (W)     SCALED    
 LX2240* NAVD 88     -         2.338  (meters)       7.67   (feet)  ADJUSTED  
 LX2240  ___________________________________________________________________
 LX2240  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX2240  DYNAMIC HT  -           2.337 (meters)       7.67  (feet)  COMP
 LX2240  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LX2240
 LX2240  VERT ORDER  -  FIRST     CLASS II
 LX2240
 LX2240.The horizontal coordinates were scaled from a topographic map and have
 LX2240.an estimated accuracy of +/- 6 seconds.
 LX2240
 LX2240.The orthometric height was determined by differential leveling
 LX2240.and adjusted by the National Geodetic Survey in June 1991..
 LX2240
 LX2240.The geoid height was determined by GEOID03.
 LX2240
 LX2240.The dynamic height is computed by dividing the NAVD 88
 LX2240.geopotential number by the normal gravity value computed on the
 LX2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2240.degrees latitude (g = 980.6199 gals.).
 LX2240
 LX2240.The modeled gravity was interpolated from observed gravity values.
 LX2240
 LX2240;                    North         East    Units  Estimated Accuracy
 LX2240;SPC CT       -   216,610.      330,670.      MT  (+/- 180 meters Scaled)
 LX2240
 LX2240                          SUPERSEDED SURVEY CONTROL
 LX2240
 LX2240.No superseded survey control is available for this station.
 LX2240
 LX2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL139875(NAD 83)
 LX2240_MARKER: DB = BENCH MARK DISK
 LX2240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2240_SP_SET: HEADWALL
 LX2240_STAMPING: Q 69 1984
 LX2240_MARK LOGO: NGS   
 LX2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2240+STABILITY: SURFACE MOTION
 LX2240
 LX2240  HISTORY     - Date     Condition        Report By
 LX2240  HISTORY     - 1984     MONUMENTED       NGS
 LX2240  HISTORY     - 1985     GOOD             NGS
 LX2240  HISTORY     - 1986     GOOD             NGS
 LX2240  HISTORY     - 1989     GOOD             USPSQD
 LX2240  HISTORY     - 1990     GOOD             USPSQD
 LX2240  HISTORY     - 19950806 GOOD             USPSQD
 LX2240  HISTORY     - 19970210 GOOD             USPSQD
 LX2240
 LX2240                          STATION DESCRIPTION
 LX2240
 LX2240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2240'3.5 KM (2.2 MI) NORTH FROM DEEP RIVER.
 LX2240'3.5 KM (2.2 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2240'DEEP RIVER TO THE JUNCTION OF STATE HIGHWAY 148 AND THE MARK ON THE
 LX2240'LEFT, 53.9 METERS (177.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 LX2240'9A, 5.7 METERS (19.0 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 148,
 LX2240'1.9 METERS (6.5 FT) SOUTHWEST OF POWER POLE 25.
 LX2240'THE MARK IS 0.18 M BELOW HIGHWAY 148.
 LX2240
 LX2240                          STATION RECOVERY (1985)
 LX2240
 LX2240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2240'RECOVERED IN GOOD CONDITION.
 LX2240
 LX2240                          STATION RECOVERY (1986)
 LX2240
 LX2240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2240'RECOVERED IN GOOD CONDITION, THE 1984 DESCRIPTION IS ADEQUATE EXCEPT
 LX2240'STATE HIGHWAY 9A IS NOW STATE HIGHWAY 154.
 LX2240
 LX2240                          STATION RECOVERY (1989)
 LX2240
 LX2240'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2240'RECOVERED IN GOOD CONDITION.
 LX2240
 LX2240                          STATION RECOVERY (1990)
 LX2240
 LX2240'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2240'RECOVERED IN GOOD CONDITION.
 LX2240
 LX2240                          STATION RECOVERY (1995)
 LX2240
 LX2240'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2240'RECOVERED IN GOOD CONDITION.
 LX2240
 LX2240                          STATION RECOVERY (1997)
 LX2240
 LX2240'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0545 ***********************************************************************
 LX0545  DESIGNATION -  Q 7
 LX0545  PID         -  LX0545
 LX0545  STATE/COUNTY-  CT/HARTFORD
 LX0545  USGS QUAD   -  BRISTOL (1984)
 LX0545
 LX0545                         *CURRENT SURVEY CONTROL
 LX0545  ___________________________________________________________________
 LX0545* NAD 83(1986)-  41 40 40.     (N)    072 56 26.     (W)     SCALED    
 LX0545* NAVD 88     -       141.212  (meters)     463.29   (feet)  POSTED    
 LX0545  ___________________________________________________________________
 LX0545  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX0545  DYNAMIC HT  -         141.170 (meters)     463.16  (feet)  COMP
 LX0545  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 LX0545
 LX0545  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0545
 LX0545.The horizontal coordinates were scaled from a topographic map and have
 LX0545.an estimated accuracy of +/- 6 seconds.
 LX0545
 LX0545.The orthometric height was determined by differential leveling
 LX0545.and adjusted by the National Geodetic Survey in 1992..
 LX0545.No vertical observational check was made to the station.
 LX0545.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0545.was located on a no-check spur therefore a value was not computed.
 LX0545
 LX0545.The geoid height was determined by GEOID03.
 LX0545
 LX0545.The dynamic height is computed by dividing the NAVD 88
 LX0545.geopotential number by the normal gravity value computed on the
 LX0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0545.degrees latitude (g = 980.6199 gals.).
 LX0545
 LX0545.The modeled gravity was interpolated from observed gravity values.
 LX0545
 LX0545;                    North         East    Units  Estimated Accuracy
 LX0545;SPC CT       -   246,200.      288,930.      MT  (+/- 180 meters Scaled)
 LX0545
 LX0545                          SUPERSEDED SURVEY CONTROL
 LX0545
 LX0545.No superseded survey control is available for this station.
 LX0545
 LX0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM714160(NAD 83)
 LX0545_MARKER: DD = SURVEY DISK
 LX0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0545_SP_SET: BUILDING
 LX0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0545
 LX0545  HISTORY     - Date     Condition        Report By
 LX0545  HISTORY     - UNK      MONUMENTED       USGS
 LX0545  HISTORY     - 1923     GOOD             NGS
 LX0545  HISTORY     - 1934     GOOD             LOCSUR
 LX0545
 LX0545                          STATION DESCRIPTION
 LX0545
 LX0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0545'AT BRISTOL.
 LX0545'AT BRISTOL, HARTFORD COUNTY, AT THE INTERSECTION OF QUEEN AND
 LX0545'MAPLE STS., AT FEDERAL HILL SCHOOL (DISTRICT 1), AT THE SW
 LX0545'CORNER OF THE BUILDING, IN THE WEST WALL, 24 FT FROM AN ENTRANCE,
 LX0545'AND 3.7 FT ABOVE THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD
 LX0545'DISK.  NOTE-- 9 FT N OF SW COR. OF BLDG. IN BROWNSTONE WATER
 LX0545'TABLE, SET VERTICALLY.
 LX0545
 LX0545                          STATION RECOVERY (1934)
 LX0545
 LX0545'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2285 ***********************************************************************
 LX2285  DESIGNATION -  Q 71
 LX2285  PID         -  LX2285
 LX2285  STATE/COUNTY-  CT/FAIRFIELD
 LX2285  USGS QUAD   -  POUND RIDGE (1971)
 LX2285
 LX2285                         *CURRENT SURVEY CONTROL
 LX2285  ___________________________________________________________________
 LX2285* NAD 83(1986)-  41 10 33.     (N)    073 32 57.     (W)     SCALED    
 LX2285* NAVD 88     -       111.815  (meters)     366.85   (feet)  ADJUSTED  
 LX2285  ___________________________________________________________________
 LX2285  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX2285  DYNAMIC HT  -         111.776 (meters)     366.72  (feet)  COMP
 LX2285  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX2285
 LX2285  VERT ORDER  -  FIRST     CLASS II
 LX2285
 LX2285.The horizontal coordinates were scaled from a topographic map and have
 LX2285.an estimated accuracy of +/- 6 seconds.
 LX2285
 LX2285.The orthometric height was determined by differential leveling
 LX2285.and adjusted by the National Geodetic Survey in June 1991..
 LX2285
 LX2285.The geoid height was determined by GEOID03.
 LX2285
 LX2285.The dynamic height is computed by dividing the NAVD 88
 LX2285.geopotential number by the normal gravity value computed on the
 LX2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2285.degrees latitude (g = 980.6199 gals.).
 LX2285
 LX2285.The modeled gravity was interpolated from observed gravity values.
 LX2285
 LX2285;                    North         East    Units  Estimated Accuracy
 LX2285;SPC CT       -   190,750.      237,740.      MT  (+/- 180 meters Scaled)
 LX2285
 LX2285                          SUPERSEDED SURVEY CONTROL
 LX2285
 LX2285.No superseded survey control is available for this station.
 LX2285
 LX2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL216592(NAD 83)
 LX2285_MARKER: DB = BENCH MARK DISK
 LX2285_SETTING: 66 = SET IN ROCK OUTCROP
 LX2285_SP_SET: ROCK OUTCROP
 LX2285_STAMPING: Q 71 1985
 LX2285_MARK LOGO: NGS   
 LX2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2285+STABILITY: POSITION/ELEVATION WELL
 LX2285
 LX2285  HISTORY     - Date     Condition        Report By
 LX2285  HISTORY     - 1985     MONUMENTED       NGS
 LX2285  HISTORY     - 20040601 GOOD             NYDT
 LX2285
 LX2285                          STATION DESCRIPTION
 LX2285
 LX2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2285'1.6 KM (1.0 MI) SE FROM POUND RIDGE NY.
 LX2285'1.6 KM (1.0 MI) SOUTHEAST ALONG STATE HIGHWAY 124 FROM THE POST OFFICE
 LX2285'IN POUND RIDGE, NY, THENCE 0.5 KM (0.3 MI) SOUTH ALONG WEST ROAD,
 LX2285'THENCE 1.9 KM (1.25 MI) WEST ALONG LOST DISTRICT DRIVE TO THE MARK ON
 LX2285'THE RIGHT, IN A ROCK OUTCROP, 12.8 METERS (42.0 FT) NORTHWEST OF THE
 LX2285'CENTERLINE OF LOST DISTRICT DRIVE, 9.7 METERS (32.0 FT) SOUTHWEST OF
 LX2285'THE CENTER OF A DRIVEWAY, AT MAIL BOX 30 LOST DISTRICT DRIVE.
 LX2285'THE MARK IS 1.2 M ABOVE DRIVE.
 LX2285
 LX2285                          STATION RECOVERY (2004)
 LX2285
 LX2285'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2279 ***********************************************************************
 LX2279  DESIGNATION -  Q 72
 LX2279  PID         -  LX2279
 LX2279  STATE/COUNTY-  CT/FAIRFIELD
 LX2279  USGS QUAD   -  STAMFORD (1984)
 LX2279
 LX2279                         *CURRENT SURVEY CONTROL
 LX2279  ___________________________________________________________________
 LX2279* NAD 83(1986)-  41 07 25.     (N)    073 32 39.     (W)     SCALED    
 LX2279* NAVD 88     -        50.477  (meters)     165.61   (feet)  ADJUSTED  
 LX2279  ___________________________________________________________________
 LX2279  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX2279  DYNAMIC HT  -          50.460 (meters)     165.55  (feet)  COMP
 LX2279  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX2279
 LX2279  VERT ORDER  -  FIRST     CLASS II
 LX2279
 LX2279.The horizontal coordinates were scaled from a topographic map and have
 LX2279.an estimated accuracy of +/- 6 seconds.
 LX2279
 LX2279.The orthometric height was determined by differential leveling
 LX2279.and adjusted by the National Geodetic Survey in June 1991..
 LX2279
 LX2279.The geoid height was determined by GEOID03.
 LX2279
 LX2279.The dynamic height is computed by dividing the NAVD 88
 LX2279.geopotential number by the normal gravity value computed on the
 LX2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2279.degrees latitude (g = 980.6199 gals.).
 LX2279
 LX2279.The modeled gravity was interpolated from observed gravity values.
 LX2279
 LX2279;                    North         East    Units  Estimated Accuracy
 LX2279;SPC CT       -   184,940.      238,110.      MT  (+/- 180 meters Scaled)
 LX2279
 LX2279                          SUPERSEDED SURVEY CONTROL
 LX2279
 LX2279.No superseded survey control is available for this station.
 LX2279
 LX2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL222535(NAD 83)
 LX2279_MARKER: DB = BENCH MARK DISK
 LX2279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2279_SP_SET: HEADWALL
 LX2279_STAMPING: Q 72 1985
 LX2279_MARK LOGO: NGS   
 LX2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2279+STABILITY: SURFACE MOTION
 LX2279
 LX2279  HISTORY     - Date     Condition        Report By
 LX2279  HISTORY     - 1985     MONUMENTED       NGS
 LX2279
 LX2279                          STATION DESCRIPTION
 LX2279
 LX2279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2279'1.3 KM (0.8 MI) SE FROM NORTH STAMFORD.
 LX2279'1.3 KM (0.8 MI) SOUTHEAST ALONG STATE HIGHWAY 137 FROM THE JUNCTION OF
 LX2279'NORTH STAMFORD ROAD IN NORTH STAMFORD TO THE MARK ON THE LEFT, IN TOP
 LX2279'OF THE NORTHEAST END OF THE HEADWALL OF A BOX CULVERT UNDER THE
 LX2279'HIGHWAY, 11.28 METERS (37.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2279'HIGHWAY, 0.27 METER (0.9 FT) SOUTH-SOUTHWEST OF THE NORTHEAST END OF
 LX2279'THE HEADWALL.
 LX2279'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2324 ***********************************************************************
 LX2324  DESIGNATION -  Q 73
 LX2324  PID         -  LX2324
 LX2324  STATE/COUNTY-  CT/FAIRFIELD
 LX2324  USGS QUAD   -  BOTSFORD (1984)
 LX2324
 LX2324                         *CURRENT SURVEY CONTROL
 LX2324  ___________________________________________________________________
 LX2324* NAD 83(1986)-  41 18 28.     (N)    073 17 52.     (W)     SCALED    
 LX2324* NAVD 88     -       144.168  (meters)     472.99   (feet)  ADJUSTED  
 LX2324  ___________________________________________________________________
 LX2324  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2324  DYNAMIC HT  -         144.119 (meters)     472.83  (feet)  COMP
 LX2324  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 LX2324
 LX2324  VERT ORDER  -  FIRST     CLASS II
 LX2324
 LX2324.The horizontal coordinates were scaled from a topographic map and have
 LX2324.an estimated accuracy of +/- 6 seconds.
 LX2324
 LX2324.The orthometric height was determined by differential leveling
 LX2324.and adjusted by the National Geodetic Survey in June 1991..
 LX2324
 LX2324.The geoid height was determined by GEOID03.
 LX2324
 LX2324.The dynamic height is computed by dividing the NAVD 88
 LX2324.geopotential number by the normal gravity value computed on the
 LX2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2324.degrees latitude (g = 980.6199 gals.).
 LX2324
 LX2324.The modeled gravity was interpolated from observed gravity values.
 LX2324
 LX2324;                    North         East    Units  Estimated Accuracy
 LX2324;SPC CT       -   205,240.      258,930.      MT  (+/- 180 meters Scaled)
 LX2324
 LX2324                          SUPERSEDED SURVEY CONTROL
 LX2324
 LX2324.No superseded survey control is available for this station.
 LX2324
 LX2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL424743(NAD 83)
 LX2324_MARKER: DB = BENCH MARK DISK
 LX2324_SETTING: 66 = SET IN ROCK OUTCROP
 LX2324_SP_SET: ROCK OUTCROP
 LX2324_STAMPING: Q 73 1985
 LX2324_MARK LOGO: NGS   
 LX2324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2324+STABILITY: POSITION/ELEVATION WELL
 LX2324
 LX2324  HISTORY     - Date     Condition        Report By
 LX2324  HISTORY     - 1985     MONUMENTED       NGS
 LX2324
 LX2324                          STATION DESCRIPTION
 LX2324
 LX2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2324'3.2 KM (2.0 MI) SW FROM UPPER STEPNEY.
 LX2324'1.9 KM (1.2 MI) SOUTHWEST ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 LX2324'STATE HIGHWAY 25 IN UPPER STEPNEY, THENCE 1.3 KM (0.8 MI) SOUTHWEST
 LX2324'ALONG MAPLE ROAD TO THE MARK ON THE RIGHT, AT THE JUNCTION OF ROCK
 LX2324'HOUSE ROAD, 4.2 METERS (14.0 FT) NORTH OF THE CENTER OF MAPLE ROAD,
 LX2324'24.6 METERS (81.0 FT) WEST OF THE EXTENDED CENTER OF ROCK HOUSE ROAD,
 LX2324'21.6 METERS (71.0 FT) WEST OF POWER POLE 177.
 LX2324'THE MARK IS 0.91 METERS  N FROM  A WITNESS POST
 LX2324'THE MARK IS 1.5 M ABOVE MAPLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2362 ***********************************************************************
 LX2362  DESIGNATION -  Q 74
 LX2362  PID         -  LX2362
 LX2362  STATE/COUNTY-  CT/FAIRFIELD
 LX2362  USGS QUAD   -  DANBURY (1984)
 LX2362
 LX2362                         *CURRENT SURVEY CONTROL
 LX2362  ___________________________________________________________________
 LX2362* NAD 83(1996)-  41 25 01.37741(N)    073 23 46.59054(W)     ADJUSTED  
 LX2362* NAVD 88     -       154.561  (meters)     507.09   (feet)  ADJUSTED  
 LX2362  ___________________________________________________________________
 LX2362  X           -   1,368,794.632 (meters)                     COMP
 LX2362  Y           -  -4,590,440.255 (meters)                     COMP
 LX2362  Z           -   4,197,350.495 (meters)                     COMP
 LX2362  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 LX2362  ELLIP HEIGHT-         124.84  (meters)          (06/16/04) GPS OBS
 LX2362  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX2362  DYNAMIC HT  -         154.510 (meters)     506.92  (feet)  COMP
 LX2362  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 LX2362
 LX2362  HORZ ORDER  -  B
 LX2362  VERT ORDER  -  FIRST     CLASS II
 LX2362  ELLP ORDER  -  FOURTH    CLASS II
 LX2362
 LX2362.The horizontal coordinates were established by GPS observations
 LX2362.and adjusted by the National Geodetic Survey in June 2004..
 LX2362
 LX2362.The orthometric height was determined by differential leveling
 LX2362.and adjusted by the National Geodetic Survey in June 1991..
 LX2362
 LX2362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2362
 LX2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2362
 LX2362.The ellipsoidal height was determined by GPS observations
 LX2362.and is referenced to NAD 83.
 LX2362
 LX2362.The geoid height was determined by GEOID03.
 LX2362
 LX2362.The dynamic height is computed by dividing the NAVD 88
 LX2362.geopotential number by the normal gravity value computed on the
 LX2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2362.degrees latitude (g = 980.6199 gals.).
 LX2362
 LX2362.The modeled gravity was interpolated from observed gravity values.
 LX2362
 LX2362;                    North         East     Units Scale Factor Converg.
 LX2362;SPC CT       -   217,428.522   250,771.613   MT  0.99998520   -0 25 42.7
 LX2362;SPC CT       -   713,346.74    822,739.87   sFT  0.99998520   -0 25 42.7
 LX2362;UTM  18      - 4,586,296.176   634,024.197   MT  0.99982106   +1 03 39.9
 LX2362
 LX2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2362!SPC CT       -   0.99998042  x   0.99998520  =   0.99996562
 LX2362!UTM  18      -   0.99998042  x   0.99982106  =   0.99980148
 LX2362
 LX2362                          SUPERSEDED SURVEY CONTROL
 LX2362
 LX2362  NAVD 88 (06/16/04)  154.56   (m)          507.1    (f) LEVELING    3  
 LX2362
 LX2362.Superseded values are not recommended for survey control.
 LX2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2362.See file dsdata.txt to determine how the superseded data were derived.
 LX2362
 LX2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3402486296(NAD 83)
 LX2362_MARKER: DB = BENCH MARK DISK
 LX2362_SETTING: 66 = SET IN ROCK OUTCROP
 LX2362_SP_SET: ROCK OUTCROP
 LX2362_STAMPING: Q 74 1985
 LX2362_MARK LOGO: NGS   
 LX2362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX2362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2362+STABILITY: POSITION/ELEVATION WELL
 LX2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2362+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 LX2362
 LX2362  HISTORY     - Date     Condition        Report By
 LX2362  HISTORY     - 1985     MONUMENTED       NGS
 LX2362  HISTORY     - 20030424 GOOD             CTGS
 LX2362
 LX2362                          STATION DESCRIPTION
 LX2362
 LX2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2362'1.4 KM (0.85 MI) NW FROM DANBURY.
 LX2362'1.4 KM (0.85 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LX2362'OF OLD HAWLEYVILLE ROAD IN DANBURY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2362'A ROCK OUTCROP MEASURING APPROXIMATELY 0.61 BY 1.83 METER (2 BY 6 FT),
 LX2362'9.88 METERS (32.4 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 LX2362'HIGHWAY, 12.50 METERS (41.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A
 LX2362'CONCRETE RETAINING WALL AT THE MOTEL OFFICE, 11.89 METERS (39.0 FT)
 LX2362'NORTHWEST OF UTILITY POLE 741 WITH A SECURITY LIGHT.
 LX2362'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2362
 LX2362                          STATION RECOVERY (2003)
 LX2362
 LX2362'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX2362'THE STATION MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK,  STAMPED
 LX2362'Q 74 1985, SET INTO THE TOP OF A 1 X 2 FT. ROCK OUTCROP  WHICH IS
 LX2362'FLUSH WITH THE SURFACE OF THE GROUND. TO REACH THE STATION FROM THE
 LX2362'WEST INTERSECTION OF CT  ROUTE 25 AND US ROUTE 6 (MOUNT PLEASANT ROAD)
 LX2362'IN NEWTOWN,  PROCEED NORTHWEST ON US ROUTE 6 FOR ABOUT 2.32 MI. TO THE
 LX2362'STATION  ON THE RIGHT (NORTHEAST). THE STATION IS LOCATED 41.0 FT.
 LX2362'SOUTHWEST OF THE  NORTHWEST CORNER OF A CONCRETE RETAINING WALL AT THE
 LX2362'WEST  ENTRANCE TO BETHEL MOTOR LODGE, 39.0 FT. NORTHWEST OF POLE 741
 LX2362'SUPPORTING A SECURITY LIGHT, AND 32.4 FT. NORTHEAST OF THE  CENTERLINE
 LX2362'OF US ROUTE 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2474 ***********************************************************************
 LX2474  DESIGNATION -  Q 75
 LX2474  PID         -  LX2474
 LX2474  STATE/COUNTY-  CT/LITCHFIELD
 LX2474  USGS QUAD   -  THOMASTON (1976)
 LX2474
 LX2474                         *CURRENT SURVEY CONTROL
 LX2474  ___________________________________________________________________
 LX2474* NAD 83(1986)-  41 39 50.     (N)    073 04 47.     (W)     SCALED    
 LX2474* NAVD 88     -       112.315  (meters)     368.49   (feet)  ADJUSTED  
 LX2474  ___________________________________________________________________
 LX2474  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX2474  DYNAMIC HT  -         112.280 (meters)     368.37  (feet)  COMP
 LX2474  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 LX2474
 LX2474  VERT ORDER  -  FIRST     CLASS II
 LX2474
 LX2474.The horizontal coordinates were scaled from a topographic map and have
 LX2474.an estimated accuracy of +/- 6 seconds.
 LX2474
 LX2474.The orthometric height was determined by differential leveling
 LX2474.and adjusted by the National Geodetic Survey in June 1991..
 LX2474
 LX2474.The geoid height was determined by GEOID03.
 LX2474
 LX2474.The dynamic height is computed by dividing the NAVD 88
 LX2474.geopotential number by the normal gravity value computed on the
 LX2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2474.degrees latitude (g = 980.6199 gals.).
 LX2474
 LX2474.The modeled gravity was interpolated from observed gravity values.
 LX2474
 LX2474;                    North         East    Units  Estimated Accuracy
 LX2474;SPC CT       -   244,690.      277,340.      MT  (+/- 180 meters Scaled)
 LX2474
 LX2474                          SUPERSEDED SURVEY CONTROL
 LX2474
 LX2474.No superseded survey control is available for this station.
 LX2474
 LX2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM598142(NAD 83)
 LX2474_MARKER: DB = BENCH MARK DISK
 LX2474_SETTING: 66 = SET IN ROCK OUTCROP
 LX2474_SP_SET: ROCK CUT
 LX2474_STAMPING: Q 75 1985
 LX2474_MARK LOGO: NGS   
 LX2474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2474+STABILITY: POSITION/ELEVATION WELL
 LX2474
 LX2474  HISTORY     - Date     Condition        Report By
 LX2474  HISTORY     - 1985     MONUMENTED       NGS
 LX2474
 LX2474                          STATION DESCRIPTION
 LX2474
 LX2474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2474'IN THOMASTON.
 LX2474'IN THOMASTON, 1.1 KM (0.7 MI) SOUTH ALONG SOUTH MAIN STREET FROM THE
 LX2474'POST OFFICE TO THE MARK ON THE RIGHT, IN TOP OF THE BASE OF A MASSIVE
 LX2474'ROCK CUT, 0.6 KM (0.35 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 254,
 LX2474'6.30 METERS (20.7 FT) WEST OF THE CENTERLINE OF THE STREET, 17.37
 LX2474'METERS (57.0 FT) NORTH OF POWER POLE 1056.
 LX2474'THE MARK IS 0.15 METERS  NW FROM  A WITNESS POST
 LX2474'THE MARK IS 1.6 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2714 ***********************************************************************
 LX2714  DESIGNATION -  Q 76
 LX2714  PID         -  LX2714
 LX2714  STATE/COUNTY-  CT/HARTFORD
 LX2714  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2714
 LX2714                         *CURRENT SURVEY CONTROL
 LX2714  ___________________________________________________________________
 LX2714* NAD 83(1986)-  41 47 12.     (N)    072 43 05.     (W)     SCALED    
 LX2714* NAVD 88     -        38.469  (meters)     126.21   (feet)  ADJUSTED  
 LX2714  ___________________________________________________________________
 LX2714  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2714  DYNAMIC HT  -          38.458 (meters)     126.17  (feet)  COMP
 LX2714  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 LX2714
 LX2714  VERT ORDER  -  FIRST     CLASS II
 LX2714
 LX2714.The horizontal coordinates were scaled from a topographic map and have
 LX2714.an estimated accuracy of +/- 6 seconds.
 LX2714
 LX2714.The orthometric height was determined by differential leveling
 LX2714.and adjusted by the National Geodetic Survey in June 1991..
 LX2714
 LX2714.The geoid height was determined by GEOID03.
 LX2714
 LX2714.The dynamic height is computed by dividing the NAVD 88
 LX2714.geopotential number by the normal gravity value computed on the
 LX2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2714.degrees latitude (g = 980.6199 gals.).
 LX2714
 LX2714.The modeled gravity was interpolated from observed gravity values.
 LX2714
 LX2714;                    North         East    Units  Estimated Accuracy
 LX2714;SPC CT       -   258,280.      307,460.      MT  (+/- 180 meters Scaled)
 LX2714
 LX2714                          SUPERSEDED SURVEY CONTROL
 LX2714
 LX2714.No superseded survey control is available for this station.
 LX2714
 LX2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM896286(NAD 83)
 LX2714_MARKER: DB = BENCH MARK DISK
 LX2714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2714_SP_SET: HEADWALL
 LX2714_STAMPING: Q 76 1985
 LX2714_MARK LOGO: NGS   
 LX2714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2714+STABILITY: SURFACE MOTION
 LX2714
 LX2714  HISTORY     - Date     Condition        Report By
 LX2714  HISTORY     - 1985     MONUMENTED       NGS
 LX2714
 LX2714                          STATION DESCRIPTION
 LX2714
 LX2714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2714'IN WEST HARTFORD.
 LX2714'IN WEST HARTFORD, 0.4 KM (0.25 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE
 LX2714'JUNCTION OF STATE HIGHWAY 189 TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2714'EAST END OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 LX2714'9.32 METERS (30.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2714'19.81 METERS (65.0 FT) SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER
 LX2714'POLE 3871, 2.74 METERS (9.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LX2714'METAL CATCH BASIN.
 LX2714'THE MARK IS 0.45 METERS  S FROM  A WITNESS POST
 LX2714'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2508 ***********************************************************************
 LX2508  DESIGNATION -  Q 77
 LX2508  PID         -  LX2508
 LX2508  STATE/COUNTY-  CT/NEW HAVEN
 LX2508  USGS QUAD   -  NAUGATUCK (1984)
 LX2508
 LX2508                         *CURRENT SURVEY CONTROL
 LX2508  ___________________________________________________________________
 LX2508* NAD 83(1986)-  41 27 16.     (N)    073 03 37.     (W)     SCALED    
 LX2508* NAVD 88     -        51.688  (meters)     169.58   (feet)  ADJUSTED  
 LX2508  ___________________________________________________________________
 LX2508  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2508  DYNAMIC HT  -          51.672 (meters)     169.53  (feet)  COMP
 LX2508  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 LX2508
 LX2508  VERT ORDER  -  FIRST     CLASS II
 LX2508
 LX2508.The horizontal coordinates were scaled from a topographic map and have
 LX2508.an estimated accuracy of +/- 6 seconds.
 LX2508
 LX2508.The orthometric height was determined by differential leveling
 LX2508.and adjusted by the National Geodetic Survey in June 1991..
 LX2508
 LX2508.The geoid height was determined by GEOID03.
 LX2508
 LX2508.The dynamic height is computed by dividing the NAVD 88
 LX2508.geopotential number by the normal gravity value computed on the
 LX2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2508.degrees latitude (g = 980.6199 gals.).
 LX2508
 LX2508.The modeled gravity was interpolated from observed gravity values.
 LX2508
 LX2508;                    North         East    Units  Estimated Accuracy
 LX2508;SPC CT       -   221,430.      278,880.      MT  (+/- 180 meters Scaled)
 LX2508
 LX2508                          SUPERSEDED SURVEY CONTROL
 LX2508
 LX2508.No superseded survey control is available for this station.
 LX2508
 LX2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL620910(NAD 83)
 LX2508_MARKER: DB = BENCH MARK DISK
 LX2508_SETTING: 66 = SET IN ROCK OUTCROP
 LX2508_SP_SET: ROCK CUT
 LX2508_STAMPING: Q 77 1985
 LX2508_MARK LOGO: NGS   
 LX2508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2508+STABILITY: POSITION/ELEVATION WELL
 LX2508
 LX2508  HISTORY     - Date     Condition        Report By
 LX2508  HISTORY     - 1985     MONUMENTED       NGS
 LX2508  HISTORY     - 19910504 GOOD             USPSQD
 LX2508
 LX2508                          STATION DESCRIPTION
 LX2508
 LX2508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2508'3.1 KM (1.95 MI) NORTH FROM BEACON FALLS.
 LX2508'3.1 KM (1.95 MI) NORTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2508'STATE HIGHWAY 42 IN BEACON FALLS TO THE MARK ON THE RIGHT, SET
 LX2508'VERTICALLY NEAR THE NORTHEAST END OF A LONG ROCK CUT, ALSO 3.7 KM (2.3
 LX2508'MI) SOUTH ALONG HIGHWAY 8 FROM THE UNDERPASS OF STATE HIGHWAY 63 IN
 LX2508'NAUGATUCK, 13.72 METERS (45.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2508'NORTH BOUND LANE OF THE HIGHWAY, 1.07 METERS (3.5 FT) SOUTHWEST OF THE
 LX2508'SOUTHWEST EDGE OF A CONCRETE SLAB USED TO PREVENT ROCK SLIDES.
 LX2508'THE MARK IS 0.7 M ABOVE HIGHWAY.
 LX2508
 LX2508                          STATION RECOVERY (1991)
 LX2508
 LX2508'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2852 ***********************************************************************
 LX2852  DESIGNATION -  Q 78
 LX2852  PID         -  LX2852
 LX2852  STATE/COUNTY-  CT/NEW HAVEN
 LX2852  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2852
 LX2852                         *CURRENT SURVEY CONTROL
 LX2852  ___________________________________________________________________
 LX2852* NAD 83(1986)-  41 27 28.     (N)    072 54 29.     (W)     SCALED    
 LX2852* NAVD 88     -        43.701  (meters)     143.38   (feet)  ADJUSTED  
 LX2852  ___________________________________________________________________
 LX2852  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2852  DYNAMIC HT  -          43.688 (meters)     143.33  (feet)  COMP
 LX2852  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 LX2852
 LX2852  VERT ORDER  -  FIRST     CLASS II
 LX2852
 LX2852.The horizontal coordinates were scaled from a topographic map and have
 LX2852.an estimated accuracy of +/- 6 seconds.
 LX2852
 LX2852.The orthometric height was determined by differential leveling
 LX2852.and adjusted by the National Geodetic Survey in June 1991..
 LX2852
 LX2852.The geoid height was determined by GEOID03.
 LX2852
 LX2852.The dynamic height is computed by dividing the NAVD 88
 LX2852.geopotential number by the normal gravity value computed on the
 LX2852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2852.degrees latitude (g = 980.6199 gals.).
 LX2852
 LX2852.The modeled gravity was interpolated from observed gravity values.
 LX2852
 LX2852;                    North         East    Units  Estimated Accuracy
 LX2852;SPC CT       -   221,760.      291,600.      MT  (+/- 180 meters Scaled)
 LX2852
 LX2852                          SUPERSEDED SURVEY CONTROL
 LX2852
 LX2852.No superseded survey control is available for this station.
 LX2852
 LX2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL747916(NAD 83)
 LX2852_MARKER: I = METAL ROD
 LX2852_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2852+WITH SETTING: INFORMATION.
 LX2852_SP_SET: SHALLOW-SET METAL ROD
 LX2852_STAMPING: Q 78 1985
 LX2852_MARK LOGO: NGS   
 LX2852_PROJECTION: FLUSH
 LX2852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2852_ROD/PIPE-DEPTH: 2.7  meters
 LX2852
 LX2852  HISTORY     - Date     Condition        Report By
 LX2852  HISTORY     - 1985     MONUMENTED       NGS
 LX2852  HISTORY     - 19910505 GOOD             USPSQD
 LX2852
 LX2852                          STATION DESCRIPTION
 LX2852
 LX2852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2852'2.6 KM (1.6 MI) SOUTH FROM CHESHIRE.
 LX2852'2.6 KM (1.6 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2852'STATE HIGHWAY 42 IN CHESHIRE TO THE MARK ON THE RIGHT, 7.16 METERS
 LX2852'(23.5 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, 8.23 METERS (27.0
 LX2852'FT) NORTH OF THE CENTER OF THE DRIVE LEADING TO HOUSE NUMBER 1721,
 LX2852'1.31 METERS (4.3 FT) NORTH OF UTILITY POLE NUMBER 116.  NOTE--SEVERAL
 LX2852'ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND
 LX2852'ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2852'CAP.
 LX2852'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2852
 LX2852                          STATION RECOVERY (1991)
 LX2852
 LX2852'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2628 ***********************************************************************
 LX2628  DESIGNATION -  Q 79
 LX2628  PID         -  LX2628
 LX2628  STATE/COUNTY-  CT/LITCHFIELD
 LX2628  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2628
 LX2628                         *CURRENT SURVEY CONTROL
 LX2628  ___________________________________________________________________
 LX2628* NAD 83(1986)-  41 46 26.     (N)    073 10 12.     (W)     SCALED    
 LX2628* NAVD 88     -       326.572  (meters)    1071.43   (feet)  ADJUSTED  
 LX2628  ___________________________________________________________________
 LX2628  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2628  DYNAMIC HT  -         326.462 (meters)    1071.07  (feet)  COMP
 LX2628  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LX2628
 LX2628  VERT ORDER  -  FIRST     CLASS II
 LX2628
 LX2628.The horizontal coordinates were scaled from a topographic map and have
 LX2628.an estimated accuracy of +/- 6 seconds.
 LX2628
 LX2628.The orthometric height was determined by differential leveling
 LX2628.and adjusted by the National Geodetic Survey in June 1991..
 LX2628
 LX2628.The geoid height was determined by GEOID03.
 LX2628
 LX2628.The dynamic height is computed by dividing the NAVD 88
 LX2628.geopotential number by the normal gravity value computed on the
 LX2628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2628.degrees latitude (g = 980.6199 gals.).
 LX2628
 LX2628.The modeled gravity was interpolated from observed gravity values.
 LX2628
 LX2628;                    North         East    Units  Estimated Accuracy
 LX2628;SPC CT       -   256,940.      269,880.      MT  (+/- 180 meters Scaled)
 LX2628
 LX2628                          SUPERSEDED SURVEY CONTROL
 LX2628
 LX2628.No superseded survey control is available for this station.
 LX2628
 LX2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM520262(NAD 83)
 LX2628_MARKER: DB = BENCH MARK DISK
 LX2628_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2628_SP_SET: HEADWALL
 LX2628_STAMPING: Q 79 1985
 LX2628_MARK LOGO: NGS   
 LX2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2628+STABILITY: SURFACE MOTION
 LX2628
 LX2628  HISTORY     - Date     Condition        Report By
 LX2628  HISTORY     - 1985     MONUMENTED       NGS
 LX2628
 LX2628                          STATION DESCRIPTION
 LX2628
 LX2628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2628'3.5 KM (2.15 MI) NE FROM LITCHFIELD.
 LX2628'3.5 KM (2.15 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2628'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE MARK ON THE RIGHT, 8.9
 LX2628'METERS (29.5 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 LX2628'THE MARK IS 0.45 METERS  SW FROM  A WITNESS POST
 LX2628'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0535 ***********************************************************************
 LX0535  DESIGNATION -  Q 8
 LX0535  PID         -  LX0535
 LX0535  STATE/COUNTY-  CT/HARTFORD
 LX0535  USGS QUAD   -  BROAD BROOK (1984)
 LX0535
 LX0535                         *CURRENT SURVEY CONTROL
 LX0535  ___________________________________________________________________
 LX0535* NAD 83(1986)-  41 59 56.     (N)    072 36 16.     (W)     SCALED    
 LX0535* NAVD 88     -        22.451  (meters)      73.66   (feet)  ADJUSTED  
 LX0535  ___________________________________________________________________
 LX0535  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX0535  DYNAMIC HT  -          22.444 (meters)      73.64  (feet)  COMP
 LX0535  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 LX0535
 LX0535  VERT ORDER  -  FIRST     CLASS II
 LX0535
 LX0535.The horizontal coordinates were scaled from a topographic map and have
 LX0535.an estimated accuracy of +/- 6 seconds.
 LX0535
 LX0535.The orthometric height was determined by differential leveling
 LX0535.and adjusted by the National Geodetic Survey in June 1991..
 LX0535
 LX0535.The geoid height was determined by GEOID03.
 LX0535
 LX0535.The dynamic height is computed by dividing the NAVD 88
 LX0535.geopotential number by the normal gravity value computed on the
 LX0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0535.degrees latitude (g = 980.6199 gals.).
 LX0535
 LX0535.The modeled gravity was interpolated from observed gravity values.
 LX0535
 LX0535;                    North         East    Units  Estimated Accuracy
 LX0535;SPC CT       -   281,860.      316,860.      MT  (+/- 180 meters Scaled)
 LX0535
 LX0535                          SUPERSEDED SURVEY CONTROL
 LX0535
 LX0535  NGVD 29 (??/??/92)   22.678  (m)           74.40   (f) ADJ UNCH    1 2
 LX0535
 LX0535.Superseded values are not recommended for survey control.
 LX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0535.See file dsdata.txt to determine how the superseded data were derived.
 LX0535
 LX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM984524(NAD 83)
 LX0535_MARKER: DB = BENCH MARK DISK
 LX0535_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0535_STAMPING: 74.403 Q 8 1923
 LX0535_MARK LOGO: CGS   
 LX0535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0535
 LX0535  HISTORY     - Date     Condition        Report By
 LX0535  HISTORY     - 1923     MONUMENTED       CGS
 LX0535  HISTORY     - 1967     GOOD             NGS
 LX0535  HISTORY     - 1984     GOOD             NGS
 LX0535
 LX0535                          STATION DESCRIPTION
 LX0535
 LX0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0535'AT THOMPSONVILLE.
 LX0535'AT THOMPSONVILLE, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0535'AND HARTFORD RAILROAD, ABOUT 50 YARDS SOUTHWEST OF THE STATION,
 LX0535'AT BRIDGE 53.98 OVER MAIN STREET, ON THE WEST WING WALL OF THE
 LX0535'SOUTH ABUTMENT, IN THE THIRD COURSE OF STONE FROM THE TOP, 9.5
 LX0535'FEET WEST OF THE WEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 LX0535'A STANDARD DISK, STAMPED 74.403 Q 8 1923.
 LX0535
 LX0535                          STATION RECOVERY (1984)
 LX0535
 LX0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0535'RECOVERED IN GOOD CONDITION, THE DESCRIPTION IS ADEQUATE EXCEPT THE
 LX0535'RAILROAD STATION HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2590 ***********************************************************************
 LX2590  DESIGNATION -  Q 80
 LX2590  PID         -  LX2590
 LX2590  STATE/COUNTY-  CT/NEW HAVEN
 LX2590  USGS QUAD   -  WOODBURY (1984)
 LX2590
 LX2590                         *CURRENT SURVEY CONTROL
 LX2590  ___________________________________________________________________
 LX2590* NAD 83(1986)-  41 31 42.     (N)    073 08 30.     (W)     SCALED    
 LX2590* NAVD 88     -       224.763  (meters)     737.41   (feet)  ADJUSTED  
 LX2590  ___________________________________________________________________
 LX2590  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2590  DYNAMIC HT  -         224.688 (meters)     737.16  (feet)  COMP
 LX2590  MODELED GRAV-     980,284.1   (mgal)                       NAVD 88
 LX2590
 LX2590  VERT ORDER  -  FIRST     CLASS II
 LX2590
 LX2590.The horizontal coordinates were scaled from a topographic map and have
 LX2590.an estimated accuracy of +/- 6 seconds.
 LX2590
 LX2590.The orthometric height was determined by differential leveling
 LX2590.and adjusted by the National Geodetic Survey in June 1991..
 LX2590
 LX2590.The geoid height was determined by GEOID03.
 LX2590
 LX2590.The dynamic height is computed by dividing the NAVD 88
 LX2590.geopotential number by the normal gravity value computed on the
 LX2590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2590.degrees latitude (g = 980.6199 gals.).
 LX2590
 LX2590.The modeled gravity was interpolated from observed gravity values.
 LX2590
 LX2590;                    North         East    Units  Estimated Accuracy
 LX2590;SPC CT       -   229,660.      272,110.      MT  (+/- 180 meters Scaled)
 LX2590
 LX2590                          SUPERSEDED SURVEY CONTROL
 LX2590
 LX2590.No superseded survey control is available for this station.
 LX2590
 LX2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL550990(NAD 83)
 LX2590_MARKER: DB = BENCH MARK DISK
 LX2590_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2590_SP_SET: HEADWALL
 LX2590_STAMPING: Q 80 1985
 LX2590_MARK LOGO: NGS   
 LX2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2590+STABILITY: SURFACE MOTION
 LX2590
 LX2590  HISTORY     - Date     Condition        Report By
 LX2590  HISTORY     - 1985     MONUMENTED       NGS
 LX2590
 LX2590                          STATION DESCRIPTION
 LX2590
 LX2590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2590'4.3 KM (2.7 MI) EAST FROM WOODBURY.
 LX2590'4.3 KM (2.7 MI) EAST ALONG STATE HIGHWAY 64 FROM THE JUCNTION OF U.S.
 LX2590'HIGHWAY 6 IN WOODBURY TO THE MARK ON THE LEFT, IN THE HEADWALL OF A
 LX2590'CULVERT, AT THE JUNCTION OF SPRING ROAD AND TRANQUILLITY ROAD, IN THE
 LX2590'NORTHEAST ANGLE OF THE INTERSECTION, 26.2 METERS (86.0 FT) EAST OF THE
 LX2590'CENTERLINE OF THE HIGHWAY, 5.3 METERS (17.4 FT) EAST OF THE CENTER OF
 LX2590'TRANQUILLITY ROAD, 31.1 METERS (102.0 FT) SOUTH OF THE CENTER OF
 LX2590'SPRING ROAD.
 LX2590'THE MARK IS 2.4 METERS  N FROM  A WITNESS POST
 LX2590'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2414 ***********************************************************************
 LX2414  DESIGNATION -  Q 81
 LX2414  PID         -  LX2414
 LX2414  STATE/COUNTY-  CT/NEW HAVEN
 LX2414  USGS QUAD   -  WATERBURY (1984)
 LX2414
 LX2414                         *CURRENT SURVEY CONTROL
 LX2414  ___________________________________________________________________
 LX2414* NAD 83(1986)-  41 33 12.     (N)    073 01 34.     (W)     SCALED    
 LX2414* NAVD 88     -        98.739  (meters)     323.95   (feet)  ADJUSTED  
 LX2414  ___________________________________________________________________
 LX2414  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX2414  DYNAMIC HT  -          98.708 (meters)     323.84  (feet)  COMP
 LX2414  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 LX2414
 LX2414  VERT ORDER  -  FIRST     CLASS II
 LX2414
 LX2414.The horizontal coordinates were scaled from a topographic map and have
 LX2414.an estimated accuracy of +/- 6 seconds.
 LX2414
 LX2414.The orthometric height was determined by differential leveling
 LX2414.and adjusted by the National Geodetic Survey in June 1991..
 LX2414
 LX2414.The geoid height was determined by GEOID03.
 LX2414
 LX2414.The dynamic height is computed by dividing the NAVD 88
 LX2414.geopotential number by the normal gravity value computed on the
 LX2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2414.degrees latitude (g = 980.6199 gals.).
 LX2414
 LX2414.The modeled gravity was interpolated from observed gravity values.
 LX2414
 LX2414;                    North         East    Units  Estimated Accuracy
 LX2414;SPC CT       -   232,400.      281,770.      MT  (+/- 180 meters Scaled)
 LX2414
 LX2414                          SUPERSEDED SURVEY CONTROL
 LX2414
 LX2414.No superseded survey control is available for this station.
 LX2414
 LX2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM646020(NAD 83)
 LX2414_MARKER: I = METAL ROD
 LX2414_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2414+WITH SETTING: INFORMATION.
 LX2414_SP_SET: SHALLOW-SET METAL ROD
 LX2414_STAMPING: Q 81 1985
 LX2414_MARK LOGO: NGS   
 LX2414_PROJECTION: FLUSH
 LX2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2414_ROD/PIPE-DEPTH: 1.9  meters
 LX2414
 LX2414  HISTORY     - Date     Condition        Report By
 LX2414  HISTORY     - 1985     MONUMENTED       NGS
 LX2414  HISTORY     - 19971018 GOOD             USPSQD
 LX2414
 LX2414                          STATION DESCRIPTION
 LX2414
 LX2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2414'IN WATERBURY.
 LX2414'IN WATERBURY, ALONG WOLCOTT STREET, IN FRONT OF A FLAG POLE AT THE
 LX2414'SACRED HEART ELEMENTARY SCHOOL, 9.84 METERS (32.3 FT) NORTH-NORTHEAST
 LX2414'OF THE CENTERLINE OF WOLCOTT STREET, 10.85 METERS (35.6 FT) NORTHWEST
 LX2414'OF THE CENTER OF THE EAST ENTRANCE TO THE SCHOOL, 10.67 METERS (35.0
 LX2414'FT) SOUTHEAST OF THE WEST ENTRANCE TO THE SCHOOL, 0.97 METER (3.2 FT)
 LX2414'SOUTH-SOUTHWEST OF THE FLAG POLE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LX2414'DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 1.9 METERS.
 LX2414'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2414'THE MARK IS 0.91 M ABOVE STREET.
 LX2414
 LX2414                          STATION RECOVERY (1997)
 LX2414
 LX2414'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2807 ***********************************************************************
 LX2807  DESIGNATION -  Q 83
 LX2807  PID         -  LX2807
 LX2807  STATE/COUNTY-  CT/LITCHFIELD
 LX2807  USGS QUAD   -  THOMASTON (1976)
 LX2807
 LX2807                         *CURRENT SURVEY CONTROL
 LX2807  ___________________________________________________________________
 LX2807* NAD 83(1986)-  41 40 28.     (N)    073 03 48.     (W)     SCALED    
 LX2807* NAVD 88     -       137.841  (meters)     452.23   (feet)  ADJUSTED  
 LX2807  ___________________________________________________________________
 LX2807  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX2807  DYNAMIC HT  -         137.799 (meters)     452.10  (feet)  COMP
 LX2807  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 LX2807
 LX2807  VERT ORDER  -  FIRST     CLASS II
 LX2807
 LX2807.The horizontal coordinates were scaled from a topographic map and have
 LX2807.an estimated accuracy of +/- 6 seconds.
 LX2807
 LX2807.The orthometric height was determined by differential leveling
 LX2807.and adjusted by the National Geodetic Survey in June 1991..
 LX2807
 LX2807.The geoid height was determined by GEOID03.
 LX2807
 LX2807.The dynamic height is computed by dividing the NAVD 88
 LX2807.geopotential number by the normal gravity value computed on the
 LX2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2807.degrees latitude (g = 980.6199 gals.).
 LX2807
 LX2807.The modeled gravity was interpolated from observed gravity values.
 LX2807
 LX2807;                    North         East    Units  Estimated Accuracy
 LX2807;SPC CT       -   245,860.      278,710.      MT  (+/- 180 meters Scaled)
 LX2807
 LX2807                          SUPERSEDED SURVEY CONTROL
 LX2807
 LX2807.No superseded survey control is available for this station.
 LX2807
 LX2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM612154(NAD 83)
 LX2807_MARKER: DB = BENCH MARK DISK
 LX2807_SETTING: 66 = SET IN ROCK OUTCROP
 LX2807_SP_SET: ROCK OUTCROP
 LX2807_STAMPING: Q 83 1985
 LX2807_MARK LOGO: NGS   
 LX2807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2807+STABILITY: POSITION/ELEVATION WELL
 LX2807
 LX2807  HISTORY     - Date     Condition        Report By
 LX2807  HISTORY     - 1985     MONUMENTED       NGS
 LX2807
 LX2807                          STATION DESCRIPTION
 LX2807
 LX2807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2807'IN THOMASTON.
 LX2807'IN THOMASTON, 43.74 METERS (143.5 FT) NORTH ALONG PLEASANT AND
 LX2807'RAILROAD STREET FROM THE CENTER LINE OF U.S. HIGHWAY 6 TO THE MARK ON
 LX2807'THE RIGHT, IN THE TOP OF A 3 BY 6 FOOT ROCK OUTCROP, 32.46 METERS
 LX2807'(106.5 FT) NORTH OF A FIRE HYDRANT, 23.93 METERS (78.5 FT)
 LX2807'NORTH-NORTHEAST OF UTILITY POLE NUMBER 1331 WITH A STREET LAMP,
 LX2807'6.70 METERS (22.0 FT) SOUTHEAST OF THE CENTER OF THE STREET.
 LX2807'THE MARK IS 0.53 METERS  NW FROM  A WITNESS POST
 LX2807'THE MARK IS 0.97 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2654 ***********************************************************************
 LX2654  DESIGNATION -  Q 84
 LX2654  PID         -  LX2654
 LX2654  STATE/COUNTY-  CT/MIDDLESEX
 LX2654  USGS QUAD   -  CLINTON (1984)
 LX2654
 LX2654                         *CURRENT SURVEY CONTROL
 LX2654  ___________________________________________________________________
 LX2654* NAD 83(1986)-  41 21 41.     (N)    072 34 52.     (W)     SCALED    
 LX2654* NAVD 88     -        61.011  (meters)     200.17   (feet)  ADJUSTED  
 LX2654  ___________________________________________________________________
 LX2654  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX2654  DYNAMIC HT  -          60.991 (meters)     200.10  (feet)  COMP
 LX2654  MODELED GRAV-     980,285.0   (mgal)                       NAVD 88
 LX2654
 LX2654  VERT ORDER  -  FIRST     CLASS II
 LX2654
 LX2654.The horizontal coordinates were scaled from a topographic map and have
 LX2654.an estimated accuracy of +/- 6 seconds.
 LX2654
 LX2654.The orthometric height was determined by differential leveling
 LX2654.and adjusted by the National Geodetic Survey in June 1991..
 LX2654
 LX2654.The geoid height was determined by GEOID03.
 LX2654
 LX2654.The dynamic height is computed by dividing the NAVD 88
 LX2654.geopotential number by the normal gravity value computed on the
 LX2654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2654.degrees latitude (g = 980.6199 gals.).
 LX2654
 LX2654.The modeled gravity was interpolated from observed gravity values.
 LX2654
 LX2654;                    North         East    Units  Estimated Accuracy
 LX2654;SPC CT       -   211,060.      318,930.      MT  (+/- 180 meters Scaled)
 LX2654
 LX2654                          SUPERSEDED SURVEY CONTROL
 LX2654
 LX2654.No superseded survey control is available for this station.
 LX2654
 LX2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL023816(NAD 83)
 LX2654_MARKER: DB = BENCH MARK DISK
 LX2654_SETTING: 66 = SET IN ROCK OUTCROP
 LX2654_SP_SET: ROCK OUTCROP
 LX2654_STAMPING: Q 84 1985
 LX2654_MARK LOGO: NGS   
 LX2654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2654+STABILITY: POSITION/ELEVATION WELL
 LX2654
 LX2654  HISTORY     - Date     Condition        Report By
 LX2654  HISTORY     - 1985     MONUMENTED       NGS
 LX2654  HISTORY     - 19940728 GOOD             USPSQD
 LX2654  HISTORY     - 19970204 GOOD             USPSQD
 LX2654  HISTORY     - 19991215 GOOD             USPSQD
 LX2654
 LX2654                          STATION DESCRIPTION
 LX2654
 LX2654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2654'1.4 KM (0.85 MI) WEST FROM KILLINGWORTH.
 LX2654'1.4 KM (0.85 MI) WEST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 LX2654'STATE HIGHWAY 81 IN KILLINGWORTH TO THE MARK ON THE LEFT, 7.0 METERS
 LX2654'(23.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LX2654'THE MARK IS 0.52 METERS  NW FROM  A WITNESS POST
 LX2654'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2654
 LX2654                          STATION RECOVERY (1994)
 LX2654
 LX2654'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2654'RECOVERED IN GOOD CONDITION.
 LX2654
 LX2654                          STATION RECOVERY (1997)
 LX2654
 LX2654'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2654'RECOVERED IN GOOD CONDITION.
 LX2654
 LX2654                          STATION RECOVERY (1999)
 LX2654
 LX2654'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2893 ***********************************************************************
 LX2893  DESIGNATION -  Q 85
 LX2893  PID         -  LX2893
 LX2893  STATE/COUNTY-  CT/HARTFORD
 LX2893  USGS QUAD   -  MANCHESTER (1992)
 LX2893
 LX2893                         *CURRENT SURVEY CONTROL
 LX2893  ___________________________________________________________________
 LX2893* NAD 83(1986)-  41 48 29.     (N)    072 36 07.     (W)     SCALED    
 LX2893* NAVD 88     -        21.787  (meters)      71.48   (feet)  ADJUSTED  
 LX2893  ___________________________________________________________________
 LX2893  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2893  DYNAMIC HT  -          21.780 (meters)      71.46  (feet)  COMP
 LX2893  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 LX2893
 LX2893  VERT ORDER  -  FIRST     CLASS II
 LX2893
 LX2893.The horizontal coordinates were scaled from a topographic map and have
 LX2893.an estimated accuracy of +/- 6 seconds.
 LX2893
 LX2893.The orthometric height was determined by differential leveling
 LX2893.and adjusted by the National Geodetic Survey in June 1991..
 LX2893
 LX2893.The geoid height was determined by GEOID03.
 LX2893
 LX2893.The dynamic height is computed by dividing the NAVD 88
 LX2893.geopotential number by the normal gravity value computed on the
 LX2893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2893.degrees latitude (g = 980.6199 gals.).
 LX2893
 LX2893.The modeled gravity was interpolated from observed gravity values.
 LX2893
 LX2893;                    North         East    Units  Estimated Accuracy
 LX2893;SPC CT       -   260,660.      317,100.      MT  (+/- 180 meters Scaled)
 LX2893
 LX2893                          SUPERSEDED SURVEY CONTROL
 LX2893
 LX2893.No superseded survey control is available for this station.
 LX2893
 LX2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM992312(NAD 83)
 LX2893_MARKER: I = METAL ROD
 LX2893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2893_SP_SET: STAINLESS STEEL ROD
 LX2893_STAMPING: Q 85 1986
 LX2893_MARK LOGO: NGS   
 LX2893_PROJECTION: FLUSH
 LX2893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2893_ROD/PIPE-DEPTH: 30.5 meters
 LX2893
 LX2893  HISTORY     - Date     Condition        Report By
 LX2893  HISTORY     - 1986     MONUMENTED       NGS
 LX2893
 LX2893                          STATION DESCRIPTION
 LX2893
 LX2893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2893'5.9 KM (3.65 MI) NE FROM EAST HARTFORD.
 LX2893'4.10 KM (2.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST
 LX2893'OFFICE IN EAST HARTFORD, THENCE 1.77 KM (1.1 MI) EAST ALONG STATE
 LX2893'HIGHWAY 30 TO THE MARK ON THE LEFT.  IT IS 15.54 METERS (51.0 FT)
 LX2893'NORTH FROM THE CENTERLINE OF THE HIGHWAY, 6.80 METERS (22.3 FT)
 LX2893'SOUTHWEST FROM THE CENTERLINE OF CHAPEL ROAD AND 1.00 METER (3.3
 LX2893'FT) SOUTH FROM UTILITY POLE WITH A STREET LAMP. NOTE--ACCESS TO
 LX2893'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2893'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3275 ***********************************************************************
 LX3275  DESIGNATION -  Q 86
 LX3275  PID         -  LX3275
 LX3275  STATE/COUNTY-  CT/HARTFORD
 LX3275  USGS QUAD   -  MARLBOROUGH (1984)
 LX3275
 LX3275                         *CURRENT SURVEY CONTROL
 LX3275  ___________________________________________________________________
 LX3275* NAD 83(1986)-  41 38 19.     (N)    072 27 40.     (W)     SCALED    
 LX3275* NAVD 88     -       146.632  (meters)     481.08   (feet)  ADJUSTED  
 LX3275  ___________________________________________________________________
 LX3275  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX3275  DYNAMIC HT  -         146.583 (meters)     480.91  (feet)  COMP
 LX3275  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 LX3275
 LX3275  VERT ORDER  -  FIRST     CLASS II
 LX3275
 LX3275.The horizontal coordinates were scaled from a topographic map and have
 LX3275.an estimated accuracy of +/- 6 seconds.
 LX3275
 LX3275.The orthometric height was determined by differential leveling
 LX3275.and adjusted by the National Geodetic Survey in June 1991..
 LX3275
 LX3275.The geoid height was determined by GEOID03.
 LX3275
 LX3275.The dynamic height is computed by dividing the NAVD 88
 LX3275.geopotential number by the normal gravity value computed on the
 LX3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3275.degrees latitude (g = 980.6199 gals.).
 LX3275
 LX3275.The modeled gravity was interpolated from observed gravity values.
 LX3275
 LX3275;                    North         East    Units  Estimated Accuracy
 LX3275;SPC CT       -   241,870.      328,870.      MT  (+/- 180 meters Scaled)
 LX3275
 LX3275                          SUPERSEDED SURVEY CONTROL
 LX3275
 LX3275.No superseded survey control is available for this station.
 LX3275
 LX3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM114127(NAD 83)
 LX3275_MARKER: DB = BENCH MARK DISK
 LX3275_SETTING: 66 = SET IN ROCK OUTCROP
 LX3275_SP_SET: ROCK OUTCROP
 LX3275_STAMPING: Q 86 1986
 LX3275_MARK LOGO: NGS   
 LX3275_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3275+STABILITY: POSITION/ELEVATION WELL
 LX3275
 LX3275  HISTORY     - Date     Condition        Report By
 LX3275  HISTORY     - 1986     MONUMENTED       NGS
 LX3275
 LX3275                          STATION DESCRIPTION
 LX3275
 LX3275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3275'0.5 KM (0.3 MI) NW FROM MARLBOROUGH.
 LX3275'0.5 KM (0.3 MI) NORTHWEST ALONG THE ON RAMP TO STATE HIGHWAY 2 FROM
 LX3275'THE JUNCTION OF STATE HIGHWAY 66 TO THE MARK ON THE RIGHT, 19.11
 LX3275'METERS (62.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LX3275'HIGHWAY, 23.16 METERS (76.0 FT) NORTH OF THE MOST WESTERLY PIER OF
 LX3275'A SET OF THREE ON THE EAST SIDE OF THE HIGHWAY, 5.05 METERS (16.6
 LX3275'FT) SOUTH OF THE NORTH END OF THE EAST ABUTMENT OF A BRIDGE OVER THE
 LX3275'HIGHWAY.
 LX3275'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2987 ***********************************************************************
 LX2987  DESIGNATION -  Q 87
 LX2987  PID         -  LX2987
 LX2987  STATE/COUNTY-  CT/WINDHAM
 LX2987  USGS QUAD   -  EASTFORD (1983)
 LX2987
 LX2987                         *CURRENT SURVEY CONTROL
 LX2987  ___________________________________________________________________
 LX2987* NAD 83(1986)-  41 52 44.     (N)    072 06 07.     (W)     SCALED    
 LX2987* NAVD 88     -       152.011  (meters)     498.72   (feet)  ADJUSTED  
 LX2987  ___________________________________________________________________
 LX2987  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2987  DYNAMIC HT  -         151.959 (meters)     498.55  (feet)  COMP
 LX2987  MODELED GRAV-     980,279.4   (mgal)                       NAVD 88
 LX2987
 LX2987  VERT ORDER  -  FIRST     CLASS II
 LX2987
 LX2987.The horizontal coordinates were scaled from a topographic map and have
 LX2987.an estimated accuracy of +/- 6 seconds.
 LX2987
 LX2987.The orthometric height was determined by differential leveling
 LX2987.and adjusted by the National Geodetic Survey in June 1991..
 LX2987
 LX2987.The geoid height was determined by GEOID03.
 LX2987
 LX2987.The dynamic height is computed by dividing the NAVD 88
 LX2987.geopotential number by the normal gravity value computed on the
 LX2987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2987.degrees latitude (g = 980.6199 gals.).
 LX2987
 LX2987.The modeled gravity was interpolated from observed gravity values.
 LX2987
 LX2987;                    North         East    Units  Estimated Accuracy
 LX2987;SPC CT       -   268,720.      358,590.      MT  (+/- 180 meters Scaled)
 LX2987
 LX2987                          SUPERSEDED SURVEY CONTROL
 LX2987
 LX2987.No superseded survey control is available for this station.
 LX2987
 LX2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM404403(NAD 83)
 LX2987_MARKER: DB = BENCH MARK DISK
 LX2987_SETTING: 66 = SET IN ROCK OUTCROP
 LX2987_SP_SET: ROCK CUT
 LX2987_STAMPING: Q 87 1986
 LX2987_MARK LOGO: NGS   
 LX2987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2987+STABILITY: POSITION/ELEVATION WELL
 LX2987
 LX2987  HISTORY     - Date     Condition        Report By
 LX2987  HISTORY     - 1986     MONUMENTED       NGS
 LX2987
 LX2987                          STATION DESCRIPTION
 LX2987
 LX2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2987'1.5 KM (0.95 MI) WEST FROM PHOENIXVILLE.
 LX2987'1.5 KM (0.95 MI) WEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LX2987'HIGHWAY 198 IN PHOENIXVILLE TO THE MARK ON THE LEFT IN THE LOWER
 LX2987'LEDGE OF A ROCK CUT, 6.40 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF
 LX2987'THE HIGHWAY, 0.55 METER (1.8 FT) EAST OF THE WEST END OF THE ROCK
 LX2987'CUT, 0.43 METER (1.4 FT) SOUTH OF THE NORTH EDGE OF THE ROCK CUT.
 LX2987'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 LX2987'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3014 ***********************************************************************
 LX3014  DESIGNATION -  Q 88
 LX3014  PID         -  LX3014
 LX3014  STATE/COUNTY-  CT/TOLLAND
 LX3014  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3014
 LX3014                         *CURRENT SURVEY CONTROL
 LX3014  ___________________________________________________________________
 LX3014* NAD 83(1986)-  41 55 48.     (N)    072 18 30.     (W)     SCALED    
 LX3014* NAVD 88     -       141.518  (meters)     464.30   (feet)  ADJUSTED  
 LX3014  ___________________________________________________________________
 LX3014  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX3014  DYNAMIC HT  -         141.472 (meters)     464.15  (feet)  COMP
 LX3014  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 LX3014
 LX3014  VERT ORDER  -  FIRST     CLASS II
 LX3014
 LX3014.The horizontal coordinates were scaled from a topographic map and have
 LX3014.an estimated accuracy of +/- 6 seconds.
 LX3014
 LX3014.The orthometric height was determined by differential leveling
 LX3014.and adjusted by the National Geodetic Survey in June 1991..
 LX3014
 LX3014.The geoid height was determined by GEOID03.
 LX3014
 LX3014.The dynamic height is computed by dividing the NAVD 88
 LX3014.geopotential number by the normal gravity value computed on the
 LX3014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3014.degrees latitude (g = 980.6199 gals.).
 LX3014
 LX3014.The modeled gravity was interpolated from observed gravity values.
 LX3014
 LX3014;                    North         East    Units  Estimated Accuracy
 LX3014;SPC CT       -   274,290.      341,430.      MT  (+/- 180 meters Scaled)
 LX3014
 LX3014                          SUPERSEDED SURVEY CONTROL
 LX3014
 LX3014.No superseded survey control is available for this station.
 LX3014
 LX3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM231455(NAD 83)
 LX3014_MARKER: DB = BENCH MARK DISK
 LX3014_SETTING: 66 = SET IN ROCK OUTCROP
 LX3014_SP_SET: ROCK CUT
 LX3014_STAMPING: Q 88 1986
 LX3014_MARK LOGO: NGS   
 LX3014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3014+STABILITY: POSITION/ELEVATION WELL
 LX3014
 LX3014  HISTORY     - Date     Condition        Report By
 LX3014  HISTORY     - 1986     MONUMENTED       NGS
 LX3014  HISTORY     - 1995     GOOD             USPSQD
 LX3014
 LX3014                          STATION DESCRIPTION
 LX3014
 LX3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3014'2.7 KM (1.7 MI) SOUTH FROM STAFFORD SPRINGS.
 LX3014'2.7 KM (1.65 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE TOWN HALL IN
 LX3014'STAFFORD SPRINGS TO THE MARK ON THE LEFT IN TOP OF A SMALL ROCK CUT,
 LX3014'8.08 METERS (26.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3014'25.63 METERS (84.1 FT) NORTHWEST OF UTILITY POLE NO. 476.
 LX3014'THE MARK IS 0.25 METERS  SW FROM  A WITNESS POST
 LX3014'THE MARK IS 1.2 M ABOVE HIGHWAY.
 LX3014
 LX3014                          STATION RECOVERY (1995)
 LX3014
 LX3014'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3294 ***********************************************************************
 LX3294  DESIGNATION -  Q 89
 LX3294  PID         -  LX3294
 LX3294  STATE/COUNTY-  CT/NEW LONDON
 LX3294  USGS QUAD   -  WILLIMANTIC (1984)
 LX3294
 LX3294                         *CURRENT SURVEY CONTROL
 LX3294  ___________________________________________________________________
 LX3294* NAD 83(1986)-  41 38 48.     (N)    072 11 37.     (W)     SCALED    
 LX3294* NAVD 88     -        99.232  (meters)     325.56   (feet)  ADJUSTED  
 LX3294  ___________________________________________________________________
 LX3294  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX3294  DYNAMIC HT  -          99.196 (meters)     325.45  (feet)  COMP
 LX3294  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 LX3294
 LX3294  VERT ORDER  -  FIRST     CLASS II
 LX3294
 LX3294.The horizontal coordinates were scaled from a topographic map and have
 LX3294.an estimated accuracy of +/- 6 seconds.
 LX3294
 LX3294.The orthometric height was determined by differential leveling
 LX3294.and adjusted by the National Geodetic Survey in June 1991..
 LX3294
 LX3294.The geoid height was determined by GEOID03.
 LX3294
 LX3294.The dynamic height is computed by dividing the NAVD 88
 LX3294.geopotential number by the normal gravity value computed on the
 LX3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3294.degrees latitude (g = 980.6199 gals.).
 LX3294
 LX3294.The modeled gravity was interpolated from observed gravity values.
 LX3294
 LX3294;                    North         East    Units  Estimated Accuracy
 LX3294;SPC CT       -   242,880.      351,150.      MT  (+/- 180 meters Scaled)
 LX3294
 LX3294                          SUPERSEDED SURVEY CONTROL
 LX3294
 LX3294.No superseded survey control is available for this station.
 LX3294
 LX3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM337143(NAD 83)
 LX3294_MARKER: I = METAL ROD
 LX3294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3294_SP_SET: STAINLESS STEEL ROD
 LX3294_STAMPING: Q 89 1986
 LX3294_MARK LOGO: NGS   
 LX3294_PROJECTION: FLUSH
 LX3294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3294_ROD/PIPE-DEPTH: 4.6  meters
 LX3294
 LX3294  HISTORY     - Date     Condition        Report By
 LX3294  HISTORY     - 1986     MONUMENTED       NGS
 LX3294  HISTORY     - 19901020 GOOD             USPSQD
 LX3294
 LX3294                          STATION DESCRIPTION
 LX3294
 LX3294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3294'3.1 KM (1.9 MI) NW FROM NORTH FRANKLIN.
 LX3294'3.1 KM (1.95 MI) NORTHWEST ALONG STATE HIGHWAY 207 FROM THE JUNCTION
 LX3294'OF STATE HIGHWAY 32 IN NORTH FRANKLIN TO THE MARK ON THE LEFT IN A
 LX3294'CURVE AND SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE LEADING TO
 LX3294'CRICKET HILL FARM.  ALSO 2.0 KM (1.25 MI) NORTHEAST ALONG STATE
 LX3294'HIGHWAY 207 FROM ITS INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON.
 LX3294'IT IS 8.99 METERS (29.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX3294'HIGHWAY, 6.40 METERS (21.0 FT) SOUTHEAST OF THE CENTER OF THE PRIVATE
 LX3294'DRIVE, 1.95 METERS (6.4 FT) NORTH OF A BOARD FENCE AND 1.40 METERS
 LX3294'(4.6 FT) SOUTHEAST OF A WOODEN SIGN (CRICKET HILL FARM).
 LX3294'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3294'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3294
 LX3294                          STATION RECOVERY (1990)
 LX3294
 LX3294'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0018 ***********************************************************************
 LX0018  DESIGNATION -  Q 9
 LX0018  PID         -  LX0018
 LX0018  STATE/COUNTY-  CT/NEW LONDON
 LX0018  USGS QUAD   -  SCOTLAND (1983)
 LX0018
 LX0018                         *CURRENT SURVEY CONTROL
 LX0018  ___________________________________________________________________
 LX0018* NAD 83(1986)-  41 37 57.     (N)    072 05 15.     (W)     SCALED    
 LX0018* NAVD 88     -        40.798  (meters)     133.85   (feet)  ADJUSTED  
 LX0018  ___________________________________________________________________
 LX0018  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0018  DYNAMIC HT  -          40.784 (meters)     133.81  (feet)  COMP
 LX0018  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LX0018
 LX0018  VERT ORDER  -  FIRST     CLASS II
 LX0018
 LX0018.The horizontal coordinates were scaled from a topographic map and have
 LX0018.an estimated accuracy of +/- 6 seconds.
 LX0018
 LX0018.The orthometric height was determined by differential leveling
 LX0018.and adjusted by the National Geodetic Survey in June 1991..
 LX0018
 LX0018.The geoid height was determined by GEOID03.
 LX0018
 LX0018.The dynamic height is computed by dividing the NAVD 88
 LX0018.geopotential number by the normal gravity value computed on the
 LX0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0018.degrees latitude (g = 980.6199 gals.).
 LX0018
 LX0018.The modeled gravity was interpolated from observed gravity values.
 LX0018
 LX0018;                    North         East    Units  Estimated Accuracy
 LX0018;SPC CT       -   241,370.      360,000.      MT  (+/- 180 meters Scaled)
 LX0018
 LX0018                          SUPERSEDED SURVEY CONTROL
 LX0018
 LX0018  NGVD 29 (??/??/92)   41.074  (m)          134.76   (f) ADJ UNCH    1 2
 LX0018
 LX0018.Superseded values are not recommended for survey control.
 LX0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0018.See file dsdata.txt to determine how the superseded data were derived.
 LX0018
 LX0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM426130(NAD 83)
 LX0018_MARKER: DB = BENCH MARK DISK
 LX0018_SETTING: 66 = SET IN ROCK OUTCROP
 LX0018_SP_SET: ROCK LEDGE
 LX0018_STAMPING: 134.757 FT Q 9 1923
 LX0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0018+STABILITY: POSITION/ELEVATION WELL
 LX0018
 LX0018  HISTORY     - Date     Condition        Report By
 LX0018  HISTORY     - 1923     MONUMENTED       CGS
 LX0018  HISTORY     - 1951     GOOD             NGS
 LX0018
 LX0018                          STATION DESCRIPTION
 LX0018
 LX0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0018'1.1 MI W FROM BALTIC.
 LX0018'1.1 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0018'RAILROAD FROM BALTIC, NEW LONDON COUNTY, 3 RAILS EAST OF MILEPOST
 LX0018'P 47-W 9, ABOUT 10 YARDS NORTHEAST OF THE BANK OF SHETUCKET
 LX0018'RIVER, 15 FEET SOUTHWEST OF THE SOUTHWEST RAIL ON THE INSIDE
 LX0018'OF A CURVE, ACROSS THE TRACK FROM WUT POLES 48-40 AND 48-41
 LX0018'AND MIDWAY BETWEEN THE POLES, IN A ROCK LEDGE, AND MIDWAY
 LX0018'BETWEEN THE POLES, IN A ROCK LEDGE, AND ABOUT ONE FOOT HIGHER
 LX0018'THAN THE TRACK.  A STANDARD DISK, STAMPED 134.757 FT Q 9 1923.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3367 ***********************************************************************
 LX3367  DESIGNATION -  Q 90
 LX3367  PID         -  LX3367
 LX3367  STATE/COUNTY-  CT/NEW LONDON
 LX3367  USGS QUAD   -  FITCHVILLE (1983)
 LX3367
 LX3367                         *CURRENT SURVEY CONTROL
 LX3367  ___________________________________________________________________
 LX3367* NAD 83(1986)-  41 30 06.     (N)    072 12 50.     (W)     SCALED    
 LX3367* NAVD 88     -       122.681  (meters)     402.50   (feet)  ADJUSTED  
 LX3367  ___________________________________________________________________
 LX3367  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX3367  DYNAMIC HT  -         122.635 (meters)     402.35  (feet)  COMP
 LX3367  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 LX3367
 LX3367  VERT ORDER  -  FIRST     CLASS II
 LX3367
 LX3367.The horizontal coordinates were scaled from a topographic map and have
 LX3367.an estimated accuracy of +/- 6 seconds.
 LX3367
 LX3367.The orthometric height was determined by differential leveling
 LX3367.and adjusted by the National Geodetic Survey in June 1991..
 LX3367
 LX3367.The geoid height was determined by GEOID03.
 LX3367
 LX3367.The dynamic height is computed by dividing the NAVD 88
 LX3367.geopotential number by the normal gravity value computed on the
 LX3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3367.degrees latitude (g = 980.6199 gals.).
 LX3367
 LX3367.The modeled gravity was interpolated from observed gravity values.
 LX3367
 LX3367;                    North         East    Units  Estimated Accuracy
 LX3367;SPC CT       -   226,760.      349,560.      MT  (+/- 180 meters Scaled)
 LX3367
 LX3367                          SUPERSEDED SURVEY CONTROL
 LX3367
 LX3367.No superseded survey control is available for this station.
 LX3367
 LX3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL325981(NAD 83)
 LX3367_MARKER: I = METAL ROD
 LX3367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3367_SP_SET: STAINLESS STEEL ROD
 LX3367_STAMPING: Q 90 1986
 LX3367_MARK LOGO: NGS   
 LX3367_PROJECTION: FLUSH
 LX3367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3367+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 LX3367_ROD/PIPE-DEPTH: 3.9  meters
 LX3367
 LX3367  HISTORY     - Date     Condition        Report By
 LX3367  HISTORY     - 1986     MONUMENTED       NGS
 LX3367  HISTORY     - 19901129 GOOD             USPSQD
 LX3367  HISTORY     - 20060410 GOOD             USPSQD
 LX3367
 LX3367                          STATION DESCRIPTION
 LX3367
 LX3367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3367'0.9 KM (0.55 MI) NE FROM SALEM.
 LX3367'0.9 KM (0.55 MI) NORTHEAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3367'STATE HIGHWAY 354 IN SALEM TO THE MARK ON THE RIGHT IN FRONT OF (OUR
 LX3367'LADY OF THE LAKES CATHOLIC CHURCH), ALSO 0.9 KM (O.55 MI) WEST ALONG
 LX3367'STATE HIGHWAY 82 FROM THE JUNCTION OF STATE HIGHWAY 163 NORTH IN
 LX3367'MONTVILLE, 7.59 METERS (24.9 FT) SOUTH OF THE CENTERLINE OF THE
 LX3367'HIGHWAY, 12.50 METERS (41.0 FT) EAST OF THE EAST EDGE OF A PAVED
 LX3367'ENTRANCE DRIVE TO THE CHURCH, 11.79 METERS (38.7 FT) WEST OF THE
 LX3367'WEST EDGE OF A PAVED EXIT DRIVE FROM THE CHURCH, 0.78 METER (2.56 FT)
 LX3367'NORTH OF AN IRON PIPE WITH CROSS AND SIGN READING (OUR LADY OF THE
 LX3367'LAKES) WITH MASSES. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX3367'5-INCH LOGO CAP.
 LX3367'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3367
 LX3367                          STATION RECOVERY (1990)
 LX3367
 LX3367'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3367'RECOVERED IN GOOD CONDITION.
 LX3367
 LX3367                          STATION RECOVERY (2006)
 LX3367
 LX3367'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX3367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3148 ***********************************************************************
 LX3148  DESIGNATION -  Q 91
 LX3148  PID         -  LX3148
 LX3148  STATE/COUNTY-  CT/HARTFORD
 LX3148  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3148
 LX3148                         *CURRENT SURVEY CONTROL
 LX3148  ___________________________________________________________________
 LX3148* NAD 83(1986)-  41 40 10.     (N)    072 40 14.     (W)     SCALED    
 LX3148* NAVD 88     -        48.150  (meters)     157.97   (feet)  ADJUSTED  
 LX3148  ___________________________________________________________________
 LX3148  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX3148  DYNAMIC HT  -          48.135 (meters)     157.92  (feet)  COMP
 LX3148  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 LX3148
 LX3148  VERT ORDER  -  FIRST     CLASS II
 LX3148
 LX3148.The horizontal coordinates were scaled from a topographic map and have
 LX3148.an estimated accuracy of +/- 6 seconds.
 LX3148
 LX3148.The orthometric height was determined by differential leveling
 LX3148.and adjusted by the National Geodetic Survey in June 1991..
 LX3148
 LX3148.The geoid height was determined by GEOID03.
 LX3148
 LX3148.The dynamic height is computed by dividing the NAVD 88
 LX3148.geopotential number by the normal gravity value computed on the
 LX3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3148.degrees latitude (g = 980.6199 gals.).
 LX3148
 LX3148.The modeled gravity was interpolated from observed gravity values.
 LX3148
 LX3148;                    North         East    Units  Estimated Accuracy
 LX3148;SPC CT       -   245,260.      311,420.      MT  (+/- 180 meters Scaled)
 LX3148
 LX3148                          SUPERSEDED SURVEY CONTROL
 LX3148
 LX3148.No superseded survey control is available for this station.
 LX3148
 LX3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM939156(NAD 83)
 LX3148_MARKER: I = METAL ROD
 LX3148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3148_SP_SET: STAINLESS STEEL ROD
 LX3148_STAMPING: Q 91 1986
 LX3148_MARK LOGO: NGS   
 LX3148_PROJECTION: FLUSH
 LX3148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3148_ROD/PIPE-DEPTH: 3.5  meters
 LX3148
 LX3148  HISTORY     - Date     Condition        Report By
 LX3148  HISTORY     - 1986     MONUMENTED       NGS
 LX3148
 LX3148                          STATION DESCRIPTION
 LX3148
 LX3148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3148'3.6 KM (2.25 MI) SOUTH FROM WETHERSFIELD.
 LX3148'3.6 KM (2.25 MI) SOUTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF
 LX3148'STATE HIGHWAY 99 IN WETHERSFIELD TO THE MARK ON THE RIGHT AT THE
 LX3148'INTERSECTION OF HANG DOG LANE.  IT IS 16.9 METERS (55.7 FT) NORTH OF
 LX3148'THE CENTERLINE OF STATE HIGHWAY 3, 14.0 METERS (46.0 FT) SOUTH OF THE
 LX3148'CENTER OF HANG DOG LANE AND 7.8 METERS (25.8 FT) NORTHWEST OF THE
 LX3148'CENTER OF A BELL TELEPHONE MANHOLE COVER.
 LX3148'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3148'THE MARK IS 0.36 METERS  E FROM  A WITNESS POST
 LX3148'THE MARK IS 0.91 M ABOVE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3116 ***********************************************************************
 LX3116  DESIGNATION -  Q 92
 LX3116  PID         -  LX3116
 LX3116  STATE/COUNTY-  CT/TOLLAND
 LX3116  USGS QUAD   -  COLUMBIA (1984)
 LX3116
 LX3116                         *CURRENT SURVEY CONTROL
 LX3116  ___________________________________________________________________
 LX3116* NAD 83(1986)-  41 42 12.     (N)    072 17 58.     (W)     SCALED    
 LX3116* NAVD 88     -       156.692  (meters)     514.08   (feet)  ADJUSTED  
 LX3116  ___________________________________________________________________
 LX3116  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX3116  DYNAMIC HT  -         156.637 (meters)     513.90  (feet)  COMP
 LX3116  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 LX3116
 LX3116  VERT ORDER  -  FIRST     CLASS II
 LX3116
 LX3116.The horizontal coordinates were scaled from a topographic map and have
 LX3116.an estimated accuracy of +/- 6 seconds.
 LX3116
 LX3116.The orthometric height was determined by differential leveling
 LX3116.and adjusted by the National Geodetic Survey in June 1991..
 LX3116
 LX3116.The geoid height was determined by GEOID03.
 LX3116
 LX3116.The dynamic height is computed by dividing the NAVD 88
 LX3116.geopotential number by the normal gravity value computed on the
 LX3116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3116.degrees latitude (g = 980.6199 gals.).
 LX3116
 LX3116.The modeled gravity was interpolated from observed gravity values.
 LX3116
 LX3116;                    North         East    Units  Estimated Accuracy
 LX3116;SPC CT       -   249,120.      342,300.      MT  (+/- 180 meters Scaled)
 LX3116
 LX3116                          SUPERSEDED SURVEY CONTROL
 LX3116
 LX3116.No superseded survey control is available for this station.
 LX3116
 LX3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM246203(NAD 83)
 LX3116_MARKER: I = METAL ROD
 LX3116_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3116_SP_SET: STAINLESS STEEL ROD
 LX3116_STAMPING: Q 92 1986
 LX3116_MARK LOGO: NGS   
 LX3116_PROJECTION: FLUSH
 LX3116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3116_ROD/PIPE-DEPTH: 5.0  meters
 LX3116
 LX3116  HISTORY     - Date     Condition        Report By
 LX3116  HISTORY     - 1986     MONUMENTED       NGS
 LX3116  HISTORY     - 20011227 GOOD             USPSQD
 LX3116
 LX3116                          STATION DESCRIPTION
 LX3116
 LX3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3116'IN COLUMBIA.
 LX3116'IN COLUMBIA, ALONG STATE HIGHWAY 66 AT THE COLUMBIA VOLUNTEER FIRE
 LX3116'DEPARTMENT, 8.9 METERS (29.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX3116'HIGHWAY, 20.3 METERS (66.8 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 LX3116'THE DEPARTMENT BUILDING, 20.2 METERS (66.5 FT) SOUTHEAST OF THE FLAG
 LX3116'POLE, 13.7 METERS (45.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 LX3116'BUILDING, 0.42 METER (1.4 FT) NORTHWEST OF POWER POLE NO. 1128.
 LX3116'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3116'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3116
 LX3116                          STATION RECOVERY (2001)
 LX3116
 LX3116'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX3116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1792 ***********************************************************************
 LW1792  DESIGNATION -  Q 93
 LW1792  PID         -  LW1792
 LW1792  STATE/COUNTY-  CT/WINDHAM
 LW1792  USGS QUAD   -  PLAINFIELD (1983)
 LW1792
 LW1792                         *CURRENT SURVEY CONTROL
 LW1792  ___________________________________________________________________
 LW1792* NAD 83(1986)-  41 41 49.     (N)    071 59 23.     (W)     SCALED    
 LW1792* NAVD 88     -        76.535  (meters)     251.10   (feet)  ADJUSTED  
 LW1792  ___________________________________________________________________
 LW1792  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LW1792  DYNAMIC HT  -          76.508 (meters)     251.01  (feet)  COMP
 LW1792  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW1792
 LW1792  VERT ORDER  -  FIRST     CLASS II
 LW1792
 LW1792.The horizontal coordinates were scaled from a topographic map and have
 LW1792.an estimated accuracy of +/- 6 seconds.
 LW1792
 LW1792.The orthometric height was determined by differential leveling
 LW1792.and adjusted by the National Geodetic Survey in June 1991..
 LW1792
 LW1792.The geoid height was determined by GEOID03.
 LW1792
 LW1792.The dynamic height is computed by dividing the NAVD 88
 LW1792.geopotential number by the normal gravity value computed on the
 LW1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1792.degrees latitude (g = 980.6199 gals.).
 LW1792
 LW1792.The modeled gravity was interpolated from observed gravity values.
 LW1792
 LW1792;                    North         East    Units  Estimated Accuracy
 LW1792;SPC CT       -   248,590.      368,090.      MT  (+/- 180 meters Scaled)
 LW1792
 LW1792                          SUPERSEDED SURVEY CONTROL
 LW1792
 LW1792.No superseded survey control is available for this station.
 LW1792
 LW1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG512204(NAD 83)
 LW1792_MARKER: DB = BENCH MARK DISK
 LW1792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1792_SP_SET: WING WALL
 LW1792_STAMPING: Q 93 1986
 LW1792_MARK LOGO: NGS   
 LW1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1792+STABILITY: SURFACE MOTION
 LW1792
 LW1792  HISTORY     - Date     Condition        Report By
 LW1792  HISTORY     - 1986     MONUMENTED       NGS
 LW1792  HISTORY     - 19961125 GOOD             USPSQD
 LW1792
 LW1792                          STATION DESCRIPTION
 LW1792
 LW1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1792'3.3 KM (2.05 MI) SE FROM WESTMINSTER.
 LW1792'3.3 KM (2.05 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LW1792'WATER STREET IN WESTMINSTER TO THE MARK ON THE RIGHT, IN TOP OF THE
 LW1792'WEST WING WALL OF A SMALL BRIDGE OVER A BROOK, ALSO 1.5 KM (0.95 MI)
 LW1792'WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF STATE HIGHWAY 169 IN
 LW1792'CANTERBURY, 6.86 METERS (22.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LW1792'HIGHWAY, 0.21 METER (0.7 FT) SOUTHWEST OF THE SOUTHWEST END OF THE
 LW1792'NORTHWEST ABUTMENT.
 LW1792'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LW1792
 LW1792                          STATION RECOVERY (1996)
 LW1792
 LW1792'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3237 ***********************************************************************
 LX3237  DESIGNATION -  Q 96
 LX3237  PID         -  LX3237
 LX3237  STATE/COUNTY-  CT/NEW LONDON
 LX3237  USGS QUAD   -  FITCHVILLE (1983)
 LX3237
 LX3237                         *CURRENT SURVEY CONTROL
 LX3237  ___________________________________________________________________
 LX3237* NAD 83(1986)-  41 34 21.     (N)    072 13 34.     (W)     SCALED    
 LX3237* NAVD 88     -        91.819  (meters)     301.24   (feet)  ADJUSTED  
 LX3237  ___________________________________________________________________
 LX3237  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX3237  DYNAMIC HT  -          91.786 (meters)     301.13  (feet)  COMP
 LX3237  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 LX3237
 LX3237  VERT ORDER  -  FIRST     CLASS II
 LX3237
 LX3237.The horizontal coordinates were scaled from a topographic map and have
 LX3237.an estimated accuracy of +/- 6 seconds.
 LX3237
 LX3237.The orthometric height was determined by differential leveling
 LX3237.and adjusted by the National Geodetic Survey in June 1991..
 LX3237
 LX3237.The geoid height was determined by GEOID03.
 LX3237
 LX3237.The dynamic height is computed by dividing the NAVD 88
 LX3237.geopotential number by the normal gravity value computed on the
 LX3237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3237.degrees latitude (g = 980.6199 gals.).
 LX3237
 LX3237.The modeled gravity was interpolated from observed gravity values.
 LX3237
 LX3237;                    North         East    Units  Estimated Accuracy
 LX3237;SPC CT       -   234,620.      348,490.      MT  (+/- 180 meters Scaled)
 LX3237
 LX3237                          SUPERSEDED SURVEY CONTROL
 LX3237
 LX3237.No superseded survey control is available for this station.
 LX3237
 LX3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM312060(NAD 83)
 LX3237_MARKER: DB = BENCH MARK DISK
 LX3237_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3237_SP_SET: BRIDGE ABUTMENT
 LX3237_STAMPING: Q 96 1986
 LX3237_MARK LOGO: NGS   
 LX3237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3237
 LX3237  HISTORY     - Date     Condition        Report By
 LX3237  HISTORY     - 1986     MONUMENTED       NGS
 LX3237  HISTORY     - 19910103 GOOD             USPSQD
 LX3237
 LX3237                          STATION DESCRIPTION
 LX3237
 LX3237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3237'7.0 KM (4.35 MI) WEST FROM BOZRAH.
 LX3237'7.0 KM (4.35 MI) WEST ALONG STATE OLD STATE HIGHWAY 2 FROM THE POST
 LX3237'OFFICE IN BOZRAH TO THE MARK ON THE RIGHT, IN THE TOP OF THE NORTH END
 LX3237'OF THE WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER GILLETTE BROOK,
 LX3237'5.18 METERS (17.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.29
 LX3237'METERS (7.5 FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 LX3237'THE MARK IS 0.30 M BELOW HIGHWAY.
 LX3237
 LX3237                          STATION RECOVERY (1991)
 LX3237
 LX3237'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3401 ***********************************************************************
 LX3401  DESIGNATION -  Q 97
 LX3401  PID         -  LX3401
 LX3401  STATE/COUNTY-  CT/NEW LONDON
 LX3401  USGS QUAD   -  UNCASVILLE (1984)
 LX3401
 LX3401                         *CURRENT SURVEY CONTROL
 LX3401  ___________________________________________________________________
 LX3401* NAD 83(1986)-  41 29 01.     (N)    072 05 58.     (W)     SCALED    
 LX3401* NAVD 88     -        40.826  (meters)     133.94   (feet)  ADJUSTED  
 LX3401  ___________________________________________________________________
 LX3401  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX3401  DYNAMIC HT  -          40.812 (meters)     133.90  (feet)  COMP
 LX3401  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LX3401
 LX3401  VERT ORDER  -  FIRST     CLASS II
 LX3401
 LX3401.The horizontal coordinates were scaled from a topographic map and have
 LX3401.an estimated accuracy of +/- 6 seconds.
 LX3401
 LX3401.The orthometric height was determined by differential leveling
 LX3401.and adjusted by the National Geodetic Survey in June 1991..
 LX3401
 LX3401.The geoid height was determined by GEOID03.
 LX3401
 LX3401.The dynamic height is computed by dividing the NAVD 88
 LX3401.geopotential number by the normal gravity value computed on the
 LX3401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3401.degrees latitude (g = 980.6199 gals.).
 LX3401
 LX3401.The modeled gravity was interpolated from observed gravity values.
 LX3401
 LX3401;                    North         East    Units  Estimated Accuracy
 LX3401;SPC CT       -   224,820.      359,130.      MT  (+/- 180 meters Scaled)
 LX3401
 LX3401                          SUPERSEDED SURVEY CONTROL
 LX3401
 LX3401.No superseded survey control is available for this station.
 LX3401
 LX3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL421965(NAD 83)
 LX3401_MARKER: DB = BENCH MARK DISK
 LX3401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3401_SP_SET: WINGWALL OF BOX CULVERT
 LX3401_STAMPING: Q 97 1986
 LX3401_MARK LOGO: NGS   
 LX3401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3401+STABILITY: SURFACE MOTION
 LX3401
 LX3401  HISTORY     - Date     Condition        Report By
 LX3401  HISTORY     - 1986     MONUMENTED       NGS
 LX3401  HISTORY     - 1989     GOOD             USPSQD
 LX3401  HISTORY     - 19900428 GOOD             USPSQD
 LX3401
 LX3401                          STATION DESCRIPTION
 LX3401
 LX3401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3401'0.1 KM (0.05 MI) NORTH FROM MONTVILLE.
 LX3401'0.10 KM (0.05 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE STATE HIGHWAY
 LX3401'2A OVERPASS IN MONTVILLE TO THE MARK ON THE LEFT IN TOP OF THE NORTH
 LX3401'END OF THE SOUTH WINGWALL OF A BOX CULVERT UNDER THE HIGHWAY OVER
 LX3401'SHANTOCK BROOK AT THE ENTRANCE RAMP TO INTERSTATE 395 AND STATE
 LX3401'HIGHWAY 2A WEST.  IT IS 9.02 METERS (29.6 FT) WEST OF THE WEST
 LX3401'CURB OF THE HIGHWAY AND 3.17 METERS (10.4 FT) WEST OF A GALVANIZED
 LX3401'STEEL GUARDRAIL.
 LX3401'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3401
 LX3401                          STATION RECOVERY (1989)
 LX3401
 LX3401'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3401'RECOVERED IN GOOD CONDITION.
 LX3401
 LX3401                          STATION RECOVERY (1990)
 LX3401
 LX3401'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3409 ***********************************************************************
 LW3409  DESIGNATION -  QUAMBAUG
 LW3409  PID         -  LW3409
 LW3409  STATE/COUNTY-  CT/NEW LONDON
 LW3409  USGS QUAD   -  MYSTIC (1984)
 LW3409
 LW3409                         *CURRENT SURVEY CONTROL
 LW3409  ___________________________________________________________________
 LW3409* NAD 83(1996)-  41 20 18.87571(N)    071 56 21.42356(W)     ADJUSTED  
 LW3409* NAVD 88     -         9.     (meters)      30.     (feet)  VERTCON   
 LW3409  ___________________________________________________________________
 LW3409  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 LW3409  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3409
 LW3409  HORZ ORDER  -  SECOND
 LW3409
 LW3409.The horizontal coordinates were established by classical geodetic methods
 LW3409.and adjusted by the National Geodetic Survey in August 1998..
 LW3409
 LW3409.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3409
 LW3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3409
 LW3409.The geoid height was determined by GEOID03.
 LW3409
 LW3409;                    North         East     Units Scale Factor Converg.
 LW3409;SPC CT       -   208,829.644   372,658.337   MT  0.99998891   +0 32 15.2
 LW3409;SPC CT       -   685,135.26  1,222,629.89   sFT  0.99998891   +0 32 15.2
 LW3409;SPC RI       -    28,439.727    63,230.691   MT  1.00001038   -0 17 24.6
 LW3409;SPC RI       -    93,306.00    207,449.36   sFT  1.00001038   -0 17 24.6
 LW3409;SPC NY L     -   132,170.220   472,477.914   MT  1.00003120   +1 20 52.4
 LW3409;SPC NY L     -   433,628.46  1,550,121.29   sFT  1.00003120   +1 20 52.4
 LW3409;UTM  19      - 4,580,512.126   254,057.042   MT  1.00034448   -1 56 32.6
 LW3409;UTM  18      - 4,580,863.890   756,104.879   MT  1.00040728   +2 01 21.8
 LW3409
 LW3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3409!SPC CT       -   1.00000344  x   0.99998891  =   0.99999235
 LW3409!SPC RI       -   1.00000344  x   1.00001038  =   1.00001382
 LW3409!SPC NY L     -   1.00000344  x   1.00003120  =   1.00003464
 LW3409!UTM  19      -   1.00000344  x   1.00034448  =   1.00034792
 LW3409!UTM  18      -   1.00000344  x   1.00040728  =   1.00041072
 LW3409
 LW3409:                Primary Azimuth Mark                     Grid Az
 LW3409:SPC CT       -  PALMERS FLAGPOLE                         019 22 00.2
 LW3409:SPC RI       -  PALMERS FLAGPOLE                         020 11 40.0
 LW3409:SPC NY L     -  PALMERS FLAGPOLE                         018 33 23.0
 LW3409:UTM  19      -  PALMERS FLAGPOLE                         021 50 48.0
 LW3409:UTM  18      -  PALMERS FLAGPOLE                         017 52 53.6
 LW3409
 LW3409|---------------------------------------------------------------------|
 LW3409| PID    Reference Object                     Distance      Geod. Az  |
 LW3409|                                                           dddmmss.s |
 LW3409| LW3406 PALMERS FLAGPOLE                    APPROX. 2.6 KM 0195415.4 |
 LW3409| LW3404 MONTAUK                             APPROX. 2.6 KM 0210852.2 |
 LW3409| LW3437 STONINGTON MUN TANK                 APPROX. 3.3 KM 0933911.5 |
 LW3409| LW3374 ATWOOD MACHINE CO CUPOLA            APPROX. 2.9 KM 1084229.2 |
 LW3409| LW3370 ATWOOD MACHINE CO STACK             APPROX. 2.9 KM 1085214.7 |
 LW3409| CB8448 QUAMBAUG RM 1                        11.593 METERS 20009     |
 LW3409| LW3434 ENDERS CUPOLA                       APPROX. 2.7 KM 2270502.2 |
 LW3409| LW3424 BURROW COAL CO STACK                APPROX. 1.3 KM 2420241.6 |
 LW3409| LW3431 ALLENS CHIMNEY                      APPROX. 2.1 KM 2643333.7 |
 LW3409| LW3414 WILCOX LOOKOUT TOWER                308.714 METERS 28553     |
 LW3409| LW3445 QUAMBAUG 1934 A PT                    8.818 METERS 32943     |
 LW3409| CB8449 QUAMBAUG RM 2                        24.562 METERS 34211     |
 LW3409|---------------------------------------------------------------------|
 LW3409
 LW3409                          SUPERSEDED SURVEY CONTROL
 LW3409
 LW3409  NAD 83(1992)-  41 20 18.87440(N)    071 56 21.42275(W) AD(       ) 2
 LW3409  NAD 83(1986)-  41 20 18.87482(N)    071 56 21.42623(W) AD(       ) 2
 LW3409  NAD 27      -  41 20 18.52153(N)    071 56 23.16850(W) AD(       ) 2
 LW3409  NGVD 29 (07/19/86)    9.     (m)           30.     (f) VERT ANG       
 LW3409
 LW3409.Superseded values are not recommended for survey control.
 LW3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3409.See file dsdata.txt to determine how the superseded data were derived.
 LW3409
 LW3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5405780512(NAD 83)
 LW3409_MARKER: DS = TRIANGULATION STATION DISK
 LW3409_SETTING: 66 = SET IN ROCK OUTCROP
 LW3409_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3409+STABILITY: POSITION/ELEVATION WELL
 LW3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3409+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW3409
 LW3409  HISTORY     - Date     Condition        Report By
 LW3409  HISTORY     - 1934     MONUMENTED       CGS
 LW3409  HISTORY     - 1948     GOOD             CGS
 LW3409  HISTORY     - 1954     GOOD             CGS
 LW3409  HISTORY     - 1975     GOOD             NGS
 LW3409  HISTORY     - 1989     GOOD             USPSQD
 LW3409  HISTORY     - 20020206 GOOD             USPSQD
 LW3409  HISTORY     - 20020219 GOOD             USPSQD
 LW3409
 LW3409                          STATION DESCRIPTION
 LW3409
 LW3409'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3409'THE STATION IS LOCATED ON A PROMINENT LEDGE S OF THE BOSTON POST
 LW3409'ROAD, 152 METERS W OF QUAMBAUG COVE AND 90 METERS N OF THE NEW
 LW3409'YORK, NEW HAVEN AND HARTFORD RAILROAD.  THE LEDGE IS MUCH HIGHER
 LW3409'THAN THE SURROUNDING FIELD AND CAN BE SEEN FROM THE HIGHWAY.  THE
 LW3409'STATION IS MARKED BY A STANDARD DISC SET IN A DRILL HOLE IN THE
 LW3409'HIGHEST PART OF THE LEDGE.
 LW3409'
 LW3409'STATION IS A STANDARD DISC WEDGED IN A DRILL HOLE IN
 LW3409'OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS NO.1
 LW3409'AND NO.2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK
 LW3409'AS DESCRIBED IN NOTE 12A.
 LW3409'
 LW3409'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3409'HOLES IN THE LEDGE SOUTHWESTERLY AND WESTERLY OF THE STATION
 LW3409'RESPECTIVELY.
 LW3409'
 LW3409'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3409
 LW3409                          STATION RECOVERY (1948)
 LW3409
 LW3409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3409'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LW3409'CONDITION.  DESCRIPTION IS ADEQUATE.
 LW3409
 LW3409                          STATION RECOVERY (1954)
 LW3409
 LW3409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3409'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LW3409'ADEQUATE AND COMPLETE.
 LW3409
 LW3409                          STATION RECOVERY (1975)
 LW3409
 LW3409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3409'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW3409'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH
 LW3409'THE PREVIOUS DESCRIPTION.  THE 1934 MEASUREMENTS WERE MADE ON AN
 LW3409'INCLINE.
 LW3409'
 LW3409'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS.
 LW3409'
 LW3409'THE STATION IS LOCATED 2 MILES SOUTHEAST OF MYSTIC, 2 MILES
 LW3409'WEST OF STONINGTON, 1/4 MILE SOUTH OF U.S. HIGHWAY 1 AND ON THE
 LW3409'WEST EDGE OF QUAMBAUG COVE.
 LW3409'
 LW3409'TO REACH THE STATION FROM THE POST OFFICE IN MYSTIC, GO
 LW3409'SOUTHEASTERLY ON HIGHWAY 1 FOR 1.4 MILES TO THE JUNCTION WITH
 LW3409'OLD STONINGTON ROAD.  TURN RIGHT AND GO SOUTH AND EAST ON OLD
 LW3409'STONINGTON ROAD FOR 0.4 MILE TO A TRACK ROAD RIGHT THAT LEADS
 LW3409'TO THE MINER BURIAL GROUNDS.  TURN RIGHT AND GO SOUTH FOR ABOUT
 LW3409'150 FEET TO A GATE.  CONTINUE THRU THE GATE GOING SOUTHEAST
 LW3409'ACROSS A PASTURE FOR 0.1 MILE TO A GAP IN A ROCK FENCE.
 LW3409'CONTINUE THRU THE GAP AND GO SOUTHWEST ALONG SOUTH SIDE OF ROCK
 LW3409'FENCE TO THE TOP OF A SMALL HILL AND THE STATION.
 LW3409'
 LW3409'STATION MARK, STAMPED QUAMBAUG 1934, IS A STANDARD DISK SET
 LW3409'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 2 FEET ON THE
 LW3409'NORTH SIDE AND ABOUT 4 FEET ON THE SOUTH SIDE.  IT IS 247 FEET
 LW3409'EAST OF A ROCK FENCE CORNER, 124 FEET SOUTHEAST OF A ROCK FENCE
 LW3409'AND 77 FEET NORTHEAST OF AN 8 INCH TREE.
 LW3409'
 LW3409'REFERENCE MARK 1, STAMPED QUAMBAUG NO 1 1934, IS A STANDARD
 LW3409'DISK SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 LW3409'GROUND SURFACE ON THE NORTH SIDE AND PROJECTS 6 FEET ON THE
 LW3409'SOUTH SIDE.  IT IS 221 FEET EAST OF A ROCK FENCE CORNER AND 39
 LW3409'FEET NORTHEAST OF AN 8 INCH TREE.
 LW3409'
 LW3409'REFERENCE MARK 2, STAMPED QUAMBAUG NO 2 1934, IS A STANDARD
 LW3409'DISK SET IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE
 LW3409'GROUND SURFACE ON THE SOUTH SIDE AND PROJECTS 8 FEET ON THE
 LW3409'NORTH SIDE.  IT IS 162 FEET SOUTH-SOUTHWEST OF A ROCK FENCE
 LW3409'CORNER AND 59 FEET SOUTHEAST OF A ROCK FENCE.
 LW3409'
 LW3409'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LW3409'
 LW3409'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3409'2 MILES SOUTHEAST OF MYSTIC.
 LW3409
 LW3409                          STATION RECOVERY (1989)
 LW3409
 LW3409'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3409'RECOVERED IN GOOD CONDITION.
 LW3409
 LW3409                          STATION RECOVERY (2002)
 LW3409
 LW3409'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3409'STATION ONLY - NO RM'S
 LW3409
 LW3409                          STATION RECOVERY (2002)
 LW3409
 LW3409'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3409'FIRST RECOVERY OF 2,6,2002 DID NOT RECOVER RM'S. SECOND SEARCH OF
 LW3409'2,19,2002 REOVERED RM1 AND RM 2 AS DESCRIBED.
 LW3409' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6450 ***********************************************************************
 LX6450  DESIGNATION -  QUIN
 LX6450  PID         -  LX6450
 LX6450  STATE/COUNTY-  CT/NEW HAVEN
 LX6450  USGS QUAD   -  BRANFORD (1984)
 LX6450
 LX6450                         *CURRENT SURVEY CONTROL
 LX6450  ___________________________________________________________________
 LX6450* NAD 83(1996)-  41 19 32.94312(N)    072 52 04.56312(W)     ADJUSTED  
 LX6450* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LX6450  ___________________________________________________________________
 LX6450  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6450  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6450
 LX6450  HORZ ORDER  -  THIRD
 LX6450
 LX6450.The horizontal coordinates were established by classical geodetic methods
 LX6450.and adjusted by the National Geodetic Survey in August 1998..
 LX6450
 LX6450.The orthometric height was scaled from a topographic map.
 LX6450
 LX6450.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6450
 LX6450.The geoid height was determined by GEOID03.
 LX6450
 LX6450;                    North         East     Units Scale Factor Converg.
 LX6450;SPC CT       -   207,101.047   294,927.321   MT  0.99998969   -0 04 41.5
 LX6450;SPC CT       -   679,464.02    967,607.39   sFT  0.99998969   -0 04 41.5
 LX6450;SPC NY L     -   129,336.726   394,776.132   MT  1.00002932   +0 44 25.7
 LX6450;SPC NY L     -   424,332.24  1,295,194.69   sFT  1.00002932   +0 44 25.7
 LX6450;UTM  18      - 4,577,119.677   678,429.448   MT  0.99999183   +1 24 29.7
 LX6450
 LX6450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6450!SPC CT       -   0.99999515  x   0.99998969  =   0.99998484
 LX6450!SPC NY L     -   0.99999515  x   1.00002932  =   1.00002447
 LX6450!UTM  18      -   0.99999515  x   0.99999183  =   0.99998698
 LX6450
 LX6450:                Primary Azimuth Mark                     Grid Az
 LX6450:SPC CT       -  NY NH H RR CULVER RD TANK                006 58 01.1
 LX6450:SPC NY L     -  NY NH H RR CULVER RD TANK                006 08 53.9
 LX6450:UTM  18      -  NY NH H RR CULVER RD TANK                005 28 49.9
 LX6450
 LX6450|---------------------------------------------------------------------|
 LX6450| PID    Reference Object                     Distance      Geod. Az  |
 LX6450|                                                           dddmmss.s |
 LX6450| LX6447 NY NH H RR CULVER RD TANK           APPROX. 3.4 KM 0065319.6 |
 LX6450| LX6446 MONTOWESE BAP CHURCH SPIRE          APPROX. 2.6 KM 0103119.2 |
 LX6450| LX6411 RABBIT ROCK                         APPROX. 2.2 KM 0344413.6 |
 LX6450| LX6479 NORTH HAVEN BRICK CO STACK          APPROX. 3.9 KM 3384441.5 |
 LX6450| LX6452 AMERICAN CREOSOTING CO STACK        APPROX. 3.2 KM 3562353.1 |
 LX6450| LX6449 AMERICAN CREOSOTING CO TANK         APPROX. 3.4 KM 3571818.0 |
 LX6450|---------------------------------------------------------------------|
 LX6450
 LX6450                          SUPERSEDED SURVEY CONTROL
 LX6450
 LX6450  NAD 83(1992)-  41 19 32.94221(N)    072 52 04.56298(W) AD(       ) 3
 LX6450  NAD 83(1986)-  41 19 32.94452(N)    072 52 04.56607(W) AD(       ) 3
 LX6450  NAD 27      -  41 19 32.60300(N)    072 52 06.20200(W) AD(       ) 3
 LX6450
 LX6450.Superseded values are not recommended for survey control.
 LX6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6450.See file dsdata.txt to determine how the superseded data were derived.
 LX6450
 LX6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7842977120(NAD 83)
 LX6450
 LX6450  HISTORY     - Date     Condition        Report By
 LX6450  HISTORY     - 1934     MONUMENTED       CGS
 LX6450  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6450
 LX6450                          STATION DESCRIPTION
 LX6450
 LX6450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6450'GO ABOUT 0.5 MILE NORTHEASTERLY ON QUINIPIAC AVENUE FROM ITS
 LX6450'INTERSECTION WITH FOXON ROAD.  THIS POINT IS IN FRONT OF NO.1455
 LX6450'QUINIPIAC AVENUE.
 LX6450'
 LX6450'THE STATION IS ON THE WESTERLY BROW OF THE HILL DIRECTLY BEHIND
 LX6450'THIS HOUSE.
 LX6450'
 LX6450'DETERMINED BY A 3-POINT FIX WITH CHECK.
 LX6450'
 LX6450'THE STATION IS NOT MARKED AND CAN NOT BE RECOVERED.
 LX6450
 LX6450                          STATION RECOVERY (1984)
 LX6450
 LX6450'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6450'WENT TO THE REAR OF THE HOUSE AND TO THE TOP OF A VERY STEEP
 LX6450'HILL.  FOUND GROUND OVER GROWN - GOOD VISIBILITY OVER NEW HAVEN.
 LX6450'DID NOT RECOVER MARK, CARD SHOULD BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0776 ***********************************************************************
 LX0776  DESIGNATION -  R 1
 LX0776  PID         -  LX0776
 LX0776  STATE/COUNTY-  CT/FAIRFIELD
 LX0776  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0776
 LX0776                         *CURRENT SURVEY CONTROL
 LX0776  ___________________________________________________________________
 LX0776* NAD 83(1986)-  41 04 37.     (N)    073 28 12.     (W)     SCALED    
 LX0776* NAVD 88     -        17.944  (meters)      58.87   (feet)  ADJUSTED  
 LX0776  ___________________________________________________________________
 LX0776  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX0776  DYNAMIC HT  -          17.938 (meters)      58.85  (feet)  COMP
 LX0776  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LX0776  OBS GRAVITY -     980,292.8   (mgal)                       GRAV_OBS
 LX0776
 LX0776  VERT ORDER  -  FIRST     CLASS I
 LX0776
 LX0776.The horizontal coordinates were scaled from a topographic map and have
 LX0776.an estimated accuracy of +/- 6 seconds.
 LX0776
 LX0776.The orthometric height was determined by differential leveling
 LX0776.and adjusted by the National Geodetic Survey in June 1991..
 LX0776
 LX0776.The geoid height was determined by GEOID03.
 LX0776
 LX0776.The dynamic height is computed by dividing the NAVD 88
 LX0776.geopotential number by the normal gravity value computed on the
 LX0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0776.degrees latitude (g = 980.6199 gals.).
 LX0776
 LX0776.The modeled gravity was interpolated from observed gravity values.
 LX0776.The observed gravity was obtained from relative gravimeter ties
 LX0776.to the IGSN71 gravity network.
 LX0776
 LX0776;                    North         East    Units  Estimated Accuracy
 LX0776;SPC CT       -   179,710.      244,290.      MT  (+/- 180 meters Scaled)
 LX0776
 LX0776                          SUPERSEDED SURVEY CONTROL
 LX0776
 LX0776  NGVD 29 (??/??/92)   18.281  (m)           59.98   (f) ADJ UNCH    1 1
 LX0776
 LX0776.Superseded values are not recommended for survey control.
 LX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0776.See file dsdata.txt to determine how the superseded data were derived.
 LX0776
 LX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL285484(NAD 83)
 LX0776_MARKER: DB = BENCH MARK DISK
 LX0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0776_SP_SET: OVERPASS
 LX0776_STAMPING: R 1 ELEV 59.977 FT 1922
 LX0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0776
 LX0776  HISTORY     - Date     Condition        Report By
 LX0776  HISTORY     - 1922     MONUMENTED       CGS
 LX0776  HISTORY     - 1965     GOOD             NGS
 LX0776  HISTORY     - 1983     GOOD             NGS
 LX0776
 LX0776                          STATION DESCRIPTION
 LX0776
 LX0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0776'AT DARIEN.
 LX0776'AT DARIEN, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0776'ABOUT 150 YARDS EAST OF THE EAST END OF THE STATION ON THE
 LX0776'NORTH SIDE OF THE TRACK, SET ON THE TOP STONE OF THE NORTH STONE
 LX0776'WING WALL AT THE EAST END OF THE OVERPASS OVER U.S. HIGHWAY 1,
 LX0776'10.7 FEET NORTH OF THE NORTH RAIL, AND 1 FOOT ABOVE THE LEVEL
 LX0776'OF THE TRACK.
 LX0776
 LX0776                          STATION RECOVERY (1983)
 LX0776
 LX0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1076 ***********************************************************************
 LW1076  DESIGNATION -  R 10
 LW1076  PID         -  LW1076
 LW1076  STATE/COUNTY-  CT/WINDHAM
 LW1076  USGS QUAD   -  DANIELSON (1970)
 LW1076
 LW1076                         *CURRENT SURVEY CONTROL
 LW1076  ___________________________________________________________________
 LW1076* NAD 83(1986)-  41 48 16.     (N)    071 53 04.     (W)     SCALED    
 LW1076* NAVD 88     -        68.492  (meters)     224.71   (feet)  ADJUSTED  
 LW1076  ___________________________________________________________________
 LW1076  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LW1076  DYNAMIC HT  -          68.469 (meters)     224.64  (feet)  COMP
 LW1076  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW1076
 LW1076  VERT ORDER  -  SECOND    CLASS 0
 LW1076
 LW1076.The horizontal coordinates were scaled from a topographic map and have
 LW1076.an estimated accuracy of +/- 6 seconds.
 LW1076
 LW1076.The orthometric height was determined by differential leveling
 LW1076.and adjusted by the National Geodetic Survey in June 1991..
 LW1076
 LW1076.The geoid height was determined by GEOID03.
 LW1076
 LW1076.The dynamic height is computed by dividing the NAVD 88
 LW1076.geopotential number by the normal gravity value computed on the
 LW1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1076.degrees latitude (g = 980.6199 gals.).
 LW1076
 LW1076.The modeled gravity was interpolated from observed gravity values.
 LW1076
 LW1076;                    North         East    Units  Estimated Accuracy
 LW1076;SPC CT       -   260,610.      376,730.      MT  (+/- 180 meters Scaled)
 LW1076
 LW1076                          SUPERSEDED SURVEY CONTROL
 LW1076
 LW1076  NGVD 29 (??/??/92)   68.735  (m)          225.51   (f) ADJ UNCH    2 0
 LW1076
 LW1076.Superseded values are not recommended for survey control.
 LW1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1076.See file dsdata.txt to determine how the superseded data were derived.
 LW1076
 LW1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG603320(NAD 83)
 LW1076_MARKER: DB = BENCH MARK DISK
 LW1076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1076_SP_SET: STEP
 LW1076_STAMPING: R 10 1935
 LW1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1076
 LW1076  HISTORY     - Date     Condition        Report By
 LW1076  HISTORY     - 1935     MONUMENTED       CGS
 LW1076  HISTORY     - 1955     MARK NOT FOUND   USGS
 LW1076  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LW1076  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1076
 LW1076                          STATION DESCRIPTION
 LW1076
 LW1076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1076'AT DANIELSON.
 LW1076'AT DANIELSON, WINDHAM COUNTY, 250 FEET SOUTHWEST OF THE NEW YORK,
 LW1076'NEW HAVEN AND HARTFORD RAILROAD STATION, AT THE HARD PAN SHOE
 LW1076'STORE OF W.A. BARROWS, IN THE TOP OF THE SOUTH CORNER OF THE
 LW1076'FIRST STEP 90 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF
 LW1076'MAIN AND RAILROAD STREETS, 30 FEET WEST OF THE CENTERLINE OF
 LW1076'RAILROAD STREET, 135 FEET WEST OF THE CENTERLINE OF THE TRACK,
 LW1076'AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.
 LW1076
 LW1076                          STATION RECOVERY (1955)
 LW1076
 LW1076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LW1076'MARK NOT FOUND.
 LW1076
 LW1076                          STATION RECOVERY (1988)
 LW1076
 LW1076'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1076'MARK NOT FOUND.
 LW1076
 LW1076                          STATION RECOVERY (1990)
 LW1076
 LW1076'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0967 ***********************************************************************
 LX0967  DESIGNATION -  R 11
 LX0967  PID         -  LX0967
 LX0967  STATE/COUNTY-  CT/NEW HAVEN
 LX0967  USGS QUAD   -  NAUGATUCK (1984)
 LX0967
 LX0967                         *CURRENT SURVEY CONTROL
 LX0967  ___________________________________________________________________
 LX0967* NAD 83(1986)-  41 28 30.     (N)    073 07 02.     (W)     SCALED    
 LX0967* NAVD 88     -       200.726  (meters)     658.55   (feet)  ADJUSTED  
 LX0967  ___________________________________________________________________
 LX0967  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX0967  DYNAMIC HT  -         200.659 (meters)     658.33  (feet)  COMP
 LX0967  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 LX0967
 LX0967  VERT ORDER  -  SECOND    CLASS 0
 LX0967
 LX0967.The horizontal coordinates were scaled from a topographic map and have
 LX0967.an estimated accuracy of +/- 6 seconds.
 LX0967
 LX0967.The orthometric height was determined by differential leveling
 LX0967.and adjusted by the National Geodetic Survey in June 1991..
 LX0967
 LX0967.The geoid height was determined by GEOID03.
 LX0967
 LX0967.The dynamic height is computed by dividing the NAVD 88
 LX0967.geopotential number by the normal gravity value computed on the
 LX0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0967.degrees latitude (g = 980.6199 gals.).
 LX0967
 LX0967.The modeled gravity was interpolated from observed gravity values.
 LX0967
 LX0967;                    North         East    Units  Estimated Accuracy
 LX0967;SPC CT       -   223,730.      274,130.      MT  (+/- 180 meters Scaled)
 LX0967
 LX0967                          SUPERSEDED SURVEY CONTROL
 LX0967
 LX0967  NGVD 29 (??/??/92)  201.003  (m)          659.46   (f) ADJ UNCH    2 0
 LX0967
 LX0967.Superseded values are not recommended for survey control.
 LX0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0967.See file dsdata.txt to determine how the superseded data were derived.
 LX0967
 LX0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL572932(NAD 83)
 LX0967_MARKER: DB = BENCH MARK DISK
 LX0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0967_STAMPING: R 11 1935
 LX0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0967+STABILITY: SURFACE MOTION
 LX0967
 LX0967  HISTORY     - Date     Condition        Report By
 LX0967  HISTORY     - 1935     MONUMENTED       CGS
 LX0967  HISTORY     - 1951     MARK NOT FOUND   NGS
 LX0967
 LX0967                          STATION DESCRIPTION
 LX0967
 LX0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0967'3.4 MI NE FROM SOUTHFORD.
 LX0967'3.4 MILES NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0967'RAILROAD FROM THE STATION AT SOUTHFORD, NEW HAVEN COUNTY, AT THE
 LX0967'WEST END OF A 300-FOOT ROCK CUT, 80 FEET NORTHEAST OF A ROAD
 LX0967'CROSSING, 58 FEET EAST OF A POLE, 14 FEET NORTH OF THE NORTH
 LX0967'RAIL, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 LX0967'STAMPED R 11 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0042 ***********************************************************************
 LX0042  DESIGNATION -  R 12
 LX0042  PID         -  LX0042
 LX0042  STATE/COUNTY-  CT/WINDHAM
 LX0042  USGS QUAD   -  WILLIMANTIC (1984)
 LX0042
 LX0042                         *CURRENT SURVEY CONTROL
 LX0042  ___________________________________________________________________
 LX0042* NAD 83(1986)-  41 42 37.     (N)    072 12 43.     (W)     SCALED    
 LX0042* NAVD 88     -        70.923  (meters)     232.69   (feet)  ADJUSTED  
 LX0042  ___________________________________________________________________
 LX0042  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX0042  DYNAMIC HT  -          70.898 (meters)     232.60  (feet)  COMP
 LX0042  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX0042
 LX0042  VERT ORDER  -  FIRST     CLASS II
 LX0042
 LX0042.The horizontal coordinates were scaled from a topographic map and have
 LX0042.an estimated accuracy of +/- 6 seconds.
 LX0042
 LX0042.The orthometric height was determined by differential leveling
 LX0042.and adjusted by the National Geodetic Survey in June 1991..
 LX0042.WARNING-Repeat measurements at this control monument indicate possible
 LX0042.vertical movement.
 LX0042
 LX0042.The geoid height was determined by GEOID03.
 LX0042
 LX0042.The dynamic height is computed by dividing the NAVD 88
 LX0042.geopotential number by the normal gravity value computed on the
 LX0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0042.degrees latitude (g = 980.6199 gals.).
 LX0042
 LX0042.The modeled gravity was interpolated from observed gravity values.
 LX0042
 LX0042;                    North         East    Units  Estimated Accuracy
 LX0042;SPC CT       -   249,930.      349,580.      MT  (+/- 180 meters Scaled)
 LX0042
 LX0042                          SUPERSEDED SURVEY CONTROL
 LX0042
 LX0042  NGVD 29 (??/??/92)   71.185  (m)          233.55   (f) ADJ UNCH    1 2
 LX0042
 LX0042.Superseded values are not recommended for survey control.
 LX0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0042.See file dsdata.txt to determine how the superseded data were derived.
 LX0042
 LX0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM319213(NAD 83)
 LX0042_MARKER: DB = BENCH MARK DISK
 LX0042_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0042+WITH SETTING: PAVEMENT
 LX0042_STAMPING: R 12 1935
 LX0042_MARK LOGO: CGS   
 LX0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0042+STABILITY: SURFACE MOTION
 LX0042
 LX0042  HISTORY     - Date     Condition        Report By
 LX0042  HISTORY     - 1935     MONUMENTED       CGS
 LX0042  HISTORY     - 1943     GOOD             CTDT
 LX0042  HISTORY     - 1943     GOOD             USGS
 LX0042  HISTORY     - 1984     GOOD             NGS
 LX0042  HISTORY     - 19961117 GOOD             USPSQD
 LX0042
 LX0042                          STATION DESCRIPTION
 LX0042
 LX0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0042'AT WILLIMANTIC.
 LX0042'AT WILLIMANTIC, WINDHAM COUNTY, ABOUT 200 FEET SOUTH OF THE
 LX0042'CENTRAL VERMONT RAILWAY STATION, AT THE OVERHEAD FOOTBRIDGE AT
 LX0042'THE FOOT OF RAILROAD AVENUE, IN THE NORTH END OF THE SOUTHWEST
 LX0042'SIDE OF THE CENTRAL PIER FOUNDATION, 10 FEET EAST OF THE CENTER
 LX0042'LINE OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE TOP OF THE
 LX0042'RAIL.  A STANDARD DISK, STAMPED R 12 1935.  NOTE-- ABOUT 100
 LX0042'FEET SOUTHEAST OF THE C.V. R.R. STATION, AT THE OVERHEAD
 LX0042'FOOTBRIDGE AT THE FOOT OF RAILROAD AVENUE, IN THE SOUTHEAST
 LX0042'CORNER OF THE WEST FOOTING OF THE SECOND BENT SOUTH FROM MAIN
 LX0042'ST, 10 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND
 LX0042'ABOUT FOUR (4) INCHES LOWER THAN THE TOP OF RAIL.  A STANDARD
 LX0042'DISK, STAMPED R 12 1935.
 LX0042
 LX0042                          STATION RECOVERY (1943)
 LX0042
 LX0042'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0042'RECOVERED IN GOOD CONDITION.
 LX0042
 LX0042                          STATION RECOVERY (1943)
 LX0042
 LX0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0042'AT WILLIMANTIC, WINDHAM COUNTY, 100 FEET SOUTHEAST OF THE CENTRAL
 LX0042'VERMONT RAILWAY STATION, AT THE OVERHEAD FOOT BRIDGE AT THE FOOT OF
 LX0042'RAILROAD AVENUE, IN THE SOUTHEAST CORNER OF THE FOOTING OF THE SECOND
 LX0042'BENT SOUTH FROM MAIN STREET, 10 FEET EAST OF THE CENTER LINE OF THE
 LX0042'MAIN TRACK, AND ABOUT 4 INCHE LOWER THAN THE TOP OF THE RAIL.
 LX0042
 LX0042                          STATION RECOVERY (1984)
 LX0042
 LX0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0042'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE WITH THE
 LX0042'FOLLOWING CORRECTION, THE RAILROAD STATION HAS BEEN RAZED, THE
 LX0042'OVERHEAD FOOT BRIDGE IS NOW AT THE SOUTHWEST END OF RAILROAD AVENUE.
 LX0042
 LX0042                          STATION RECOVERY (1996)
 LX0042
 LX0042'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0932 ***********************************************************************
 LX0932  DESIGNATION -  R 13
 LX0932  PID         -  LX0932
 LX0932  STATE/COUNTY-  CT/NEW HAVEN
 LX0932  USGS QUAD   -  NAUGATUCK (1984)
 LX0932
 LX0932                         *CURRENT SURVEY CONTROL
 LX0932  ___________________________________________________________________
 LX0932* NAD 83(1986)-  41 26 32.     (N)    073 03 51.     (W)     SCALED    
 LX0932* NAVD 88     -        41.147  (meters)     135.00   (feet)  ADJUSTED  
 LX0932  ___________________________________________________________________
 LX0932  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX0932  DYNAMIC HT  -          41.133 (meters)     134.95  (feet)  COMP
 LX0932  MODELED GRAV-     980,306.3   (mgal)                       NAVD 88
 LX0932
 LX0932  VERT ORDER  -  SECOND    CLASS 0
 LX0932
 LX0932.The horizontal coordinates were scaled from a topographic map and have
 LX0932.an estimated accuracy of +/- 6 seconds.
 LX0932
 LX0932.The orthometric height was determined by differential leveling
 LX0932.and adjusted by the National Geodetic Survey in June 1991..
 LX0932
 LX0932.The geoid height was determined by GEOID03.
 LX0932
 LX0932.The dynamic height is computed by dividing the NAVD 88
 LX0932.geopotential number by the normal gravity value computed on the
 LX0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0932.degrees latitude (g = 980.6199 gals.).
 LX0932
 LX0932.The modeled gravity was interpolated from observed gravity values.
 LX0932
 LX0932;                    North         East    Units  Estimated Accuracy
 LX0932;SPC CT       -   220,070.      278,550.      MT  (+/- 180 meters Scaled)
 LX0932
 LX0932                          SUPERSEDED SURVEY CONTROL
 LX0932
 LX0932  NGVD 29 (??/??/92)   41.449  (m)          135.99   (f) ADJ UNCH    2 0
 LX0932
 LX0932.Superseded values are not recommended for survey control.
 LX0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0932.See file dsdata.txt to determine how the superseded data were derived.
 LX0932
 LX0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL617896(NAD 83)
 LX0932_MARKER: DB = BENCH MARK DISK
 LX0932_SETTING: 0 = UNSPECIFIED SETTING
 LX0932_STAMPING: R 13 1935
 LX0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0932
 LX0932  HISTORY     - Date     Condition        Report By
 LX0932  HISTORY     - 1935     MONUMENTED       CGS
 LX0932  HISTORY     - 1982     MARK NOT FOUND   NGS
 LX0932  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0932  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0932
 LX0932                          STATION DESCRIPTION
 LX0932
 LX0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0932'AT BEACON FALLS.
 LX0932'AT BEACON FALLS, NEW HAVEN COUNTY, 60 FEET SOUTH OF THE NEW
 LX0932'YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, 70 FEET NORTH OF
 LX0932'A SWITCH, 20 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL WITH THE
 LX0932'TRACK.
 LX0932
 LX0932                          STATION RECOVERY (1982)
 LX0932
 LX0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0932'MARK NOT FOUND.
 LX0932
 LX0932                          STATION RECOVERY (1985)
 LX0932
 LX0932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0932'NOT RECOVERED, BELIEVED DESTROYED BY GRADING OF AREA.
 LX0932
 LX0932                          STATION RECOVERY (1988)
 LX0932
 LX0932'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0061 ***********************************************************************
 LX0061  DESIGNATION -  R 14
 LX0061  PID         -  LX0061
 LX0061  STATE/COUNTY-  CT/NEW LONDON
 LX0061  USGS QUAD   -  MOODUS (1984)
 LX0061
 LX0061                         *CURRENT SURVEY CONTROL
 LX0061  ___________________________________________________________________
 LX0061* NAD 83(1986)-  41 35 05.     (N)    072 24 00.     (W)     SCALED    
 LX0061* NAVD 88     -        73.723  (meters)     241.87   (feet)  ADJUSTED  
 LX0061  ___________________________________________________________________
 LX0061  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0061  DYNAMIC HT  -          73.698 (meters)     241.79  (feet)  COMP
 LX0061  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LX0061
 LX0061  VERT ORDER  -  SECOND    CLASS 0
 LX0061
 LX0061.The horizontal coordinates were scaled from a topographic map and have
 LX0061.an estimated accuracy of +/- 6 seconds.
 LX0061
 LX0061.The orthometric height was determined by differential leveling
 LX0061.and adjusted by the National Geodetic Survey in June 1991..
 LX0061
 LX0061.The geoid height was determined by GEOID03.
 LX0061
 LX0061.The dynamic height is computed by dividing the NAVD 88
 LX0061.geopotential number by the normal gravity value computed on the
 LX0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0061.degrees latitude (g = 980.6199 gals.).
 LX0061
 LX0061.The modeled gravity was interpolated from observed gravity values.
 LX0061
 LX0061;                    North         East    Units  Estimated Accuracy
 LX0061;SPC CT       -   235,910.      333,990.      MT  (+/- 180 meters Scaled)
 LX0061
 LX0061                          SUPERSEDED SURVEY CONTROL
 LX0061
 LX0061  NGVD 29 (??/??/92)   74.006  (m)          242.80   (f) ADJ UNCH    2 0
 LX0061
 LX0061.Superseded values are not recommended for survey control.
 LX0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0061.See file dsdata.txt to determine how the superseded data were derived.
 LX0061
 LX0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM167069(NAD 83)
 LX0061_MARKER: DB = BENCH MARK DISK
 LX0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0061_STAMPING: R 14 1935
 LX0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0061+STABILITY: SURFACE MOTION
 LX0061
 LX0061  HISTORY     - Date     Condition        Report By
 LX0061  HISTORY     - 1935     MONUMENTED       CGS
 LX0061  HISTORY     - 1952     MARK NOT FOUND   USGS
 LX0061
 LX0061                          STATION DESCRIPTION
 LX0061
 LX0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0061'AT WESTCHESTER.
 LX0061'AT WESTCHESTER, NEW LONDON COUNTY, ABOUT 165 FEET EAST OF THE
 LX0061'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT A
 LX0061'MACADAM-ROAD CROSSING, ABOUT 100 FEET SOUTHWEST OF THE CENTER
 LX0061'LINE OF THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 LX0061'TRACK, 40 FEET EAST OF A 25-FOOT WOODEN WATER TOWER, 40 FEET
 LX0061'EAST OF A WATER COLUMN, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 LX0061'A STANDARD DISK, STAMPED R 14 1935 AND SET IN THE TOP OF A
 LX0061'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 LX0061
 LX0061                          STATION RECOVERY (1952)
 LX0061
 LX0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LX0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0969 ***********************************************************************
 LX0969  DESIGNATION -  R 15
 LX0969  PID         -  LX0969
 LX0969  STATE/COUNTY-  CT/FAIRFIELD
 LX0969  USGS QUAD   -  DANBURY (1984)
 LX0969
 LX0969                         *CURRENT SURVEY CONTROL
 LX0969  ___________________________________________________________________
 LX0969* NAD 83(1986)-  41 28 51.     (N)    073 24 23.     (W)     SCALED    
 LX0969* NAVD 88     -        88.705  (meters)     291.03   (feet)  ADJUSTED  
 LX0969  ___________________________________________________________________
 LX0969  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0969  DYNAMIC HT  -          88.675 (meters)     290.93  (feet)  COMP
 LX0969  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX0969
 LX0969  VERT ORDER  -  FIRST     CLASS II
 LX0969
 LX0969.The horizontal coordinates were scaled from a topographic map and have
 LX0969.an estimated accuracy of +/- 6 seconds.
 LX0969
 LX0969.The orthometric height was determined by differential leveling
 LX0969.and adjusted by the National Geodetic Survey in June 1991..
 LX0969
 LX0969.The geoid height was determined by GEOID03.
 LX0969
 LX0969.The dynamic height is computed by dividing the NAVD 88
 LX0969.geopotential number by the normal gravity value computed on the
 LX0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0969.degrees latitude (g = 980.6199 gals.).
 LX0969
 LX0969.The modeled gravity was interpolated from observed gravity values.
 LX0969
 LX0969;                    North         East    Units  Estimated Accuracy
 LX0969;SPC CT       -   224,520.      249,980.      MT  (+/- 180 meters Scaled)
 LX0969
 LX0969                          SUPERSEDED SURVEY CONTROL
 LX0969
 LX0969.No superseded survey control is available for this station.
 LX0969
 LX0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL330933(NAD 83)
 LX0969_MARKER: DB = BENCH MARK DISK
 LX0969_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0969_SP_SET: ABUTMENT
 LX0969_STAMPING: R 15 1935
 LX0969_MARK LOGO: CGS   
 LX0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0969
 LX0969  HISTORY     - Date     Condition        Report By
 LX0969  HISTORY     - 1935     MONUMENTED       CGS
 LX0969  HISTORY     - 1960     GOOD             NGS
 LX0969  HISTORY     - 1983     GOOD             NGS
 LX0969  HISTORY     - 1984     GOOD             NGS
 LX0969
 LX0969                          STATION DESCRIPTION
 LX0969
 LX0969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LX0969'AT BROOKFIELD.
 LX0969'AT BROOKFIELD, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0969'HARTFORD RAILROAD, 580 FEET SOUTH OF THE STATION, AT 30-FOOT
 LX0969'STEEL-GIRDER BRIDGE NO. 37.57 (AN OVERHEAD CROSSING), IN THE
 LX0969'SOUTH END OF THE WEST ABUTMENT, 20 FEET WEST OF THE WEST RAIL,
 LX0969'AND 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED R 15
 LX0969'1935.
 LX0969
 LX0969                          STATION RECOVERY (1983)
 LX0969
 LX0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0969'RECOVERED IN GOOD CONDITION.
 LX0969
 LX0969                          STATION RECOVERY (1984)
 LX0969
 LX0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0969'RECOVERED IN GOOD CONDITION, THE 1960 RECOVERY IS ADEQUATE EXCEPT MARK
 LX0969'IS NOW UNDER 0.76 METER (2.5 FT) OF FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0206 ***********************************************************************
 LX0206  DESIGNATION -  R 16
 LX0206  PID         -  LX0206
 LX0206  STATE/COUNTY-  CT/MIDDLESEX
 LX0206  USGS QUAD   -  ESSEX (1977)
 LX0206
 LX0206                         *CURRENT SURVEY CONTROL
 LX0206  ___________________________________________________________________
 LX0206* NAD 83(1986)-  41 21 35.     (N)    072 25 20.     (W)     SCALED    
 LX0206* NAVD 88     -         9.924  (meters)      32.56   (feet)  ADJUSTED  
 LX0206  ___________________________________________________________________
 LX0206  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX0206  DYNAMIC HT  -           9.920 (meters)      32.55  (feet)  COMP
 LX0206  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LX0206
 LX0206  VERT ORDER  -  SECOND    CLASS 0
 LX0206
 LX0206.The horizontal coordinates were scaled from a topographic map and have
 LX0206.an estimated accuracy of +/- 6 seconds.
 LX0206
 LX0206.The orthometric height was determined by differential leveling
 LX0206.and adjusted by the National Geodetic Survey in June 1991..
 LX0206
 LX0206.The geoid height was determined by GEOID03.
 LX0206
 LX0206.The dynamic height is computed by dividing the NAVD 88
 LX0206.geopotential number by the normal gravity value computed on the
 LX0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0206.degrees latitude (g = 980.6199 gals.).
 LX0206
 LX0206.The modeled gravity was interpolated from observed gravity values.
 LX0206
 LX0206;                    North         East    Units  Estimated Accuracy
 LX0206;SPC CT       -   210,910.      332,230.      MT  (+/- 180 meters Scaled)
 LX0206
 LX0206                          SUPERSEDED SURVEY CONTROL
 LX0206
 LX0206  NGVD 29 (??/??/92)   10.235  (m)           33.58   (f) ADJ UNCH    2 0
 LX0206
 LX0206.Superseded values are not recommended for survey control.
 LX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0206.See file dsdata.txt to determine how the superseded data were derived.
 LX0206
 LX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL156818(NAD 83)
 LX0206_MARKER: DB = BENCH MARK DISK
 LX0206_SETTING: 66 = SET IN ROCK OUTCROP
 LX0206_SP_SET: ROCK LEDGE
 LX0206_STAMPING: R 16 1935
 LX0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0206+STABILITY: POSITION/ELEVATION WELL
 LX0206
 LX0206  HISTORY     - Date     Condition        Report By
 LX0206  HISTORY     - 1935     MONUMENTED       CGS
 LX0206  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0206  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0206  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX0206  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX0206
 LX0206                          STATION DESCRIPTION
 LX0206
 LX0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0206'1.2 MI N FROM ESSEX.
 LX0206'5.4 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0206'RAILROAD FROM THE STATION AT SAYBROOOK, MIDDLESEX COUNTY, 1.2
 LX0206'MILES NORTH OF ESSEX, 250 FEET EAST OF THE CENTERLINE OF A
 LX0206'MACADAM HIGHWAY, 150 FEET SOUTHWEST OF S.N.E.T. CO. POLE 287, 60
 LX0206'FEET EAST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK
 LX0206'LEDGE, 15 FEET EAST OF A FENCE, AND ABOUT 2 FEET HIGHER THAN
 LX0206'THE TRACK.
 LX0206
 LX0206                          STATION RECOVERY (1984)
 LX0206
 LX0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0206'SEARCHED FOR NOT RECOVERED.
 LX0206
 LX0206                          STATION RECOVERY (1989)
 LX0206
 LX0206'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0206'MARK NOT FOUND.
 LX0206
 LX0206                          STATION RECOVERY (1990)
 LX0206
 LX0206'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0206'MARK NOT FOUND.
 LX0206
 LX0206                          STATION RECOVERY (1997)
 LX0206
 LX0206'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0508 ***********************************************************************
 MZ0508  DESIGNATION -  R 17
 MZ0508  PID         -  MZ0508
 MZ0508  STATE/COUNTY-  CT/LITCHFIELD
 MZ0508  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0508
 MZ0508                         *CURRENT SURVEY CONTROL
 MZ0508  ___________________________________________________________________
 MZ0508* NAD 83(1986)-  42 01 24.     (N)    073 19 51.     (W)     SCALED    
 MZ0508* NAVD 88     -       202.381  (meters)     663.98   (feet)  ADJUSTED  
 MZ0508  ___________________________________________________________________
 MZ0508  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 MZ0508  DYNAMIC HT  -         202.312 (meters)     663.75  (feet)  COMP
 MZ0508  MODELED GRAV-     980,278.4   (mgal)                       NAVD 88
 MZ0508
 MZ0508  VERT ORDER  -  SECOND    CLASS 0
 MZ0508
 MZ0508.The horizontal coordinates were scaled from a topographic map and have
 MZ0508.an estimated accuracy of +/- 6 seconds.
 MZ0508
 MZ0508.The orthometric height was determined by differential leveling
 MZ0508.and adjusted by the National Geodetic Survey in June 1991..
 MZ0508
 MZ0508.The geoid height was determined by GEOID03.
 MZ0508
 MZ0508.The dynamic height is computed by dividing the NAVD 88
 MZ0508.geopotential number by the normal gravity value computed on the
 MZ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0508.degrees latitude (g = 980.6199 gals.).
 MZ0508
 MZ0508.The modeled gravity was interpolated from observed gravity values.
 MZ0508
 MZ0508;                    North         East    Units  Estimated Accuracy
 MZ0508;SPC CT       -   284,730.      256,700.      MT  (+/- 180 meters Scaled)
 MZ0508
 MZ0508                          SUPERSEDED SURVEY CONTROL
 MZ0508
 MZ0508  NGVD 29 (??/??/92)  202.597  (m)          664.69   (f) ADJ UNCH    2 0
 MZ0508
 MZ0508.Superseded values are not recommended for survey control.
 MZ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0508.See file dsdata.txt to determine how the superseded data were derived.
 MZ0508
 MZ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM381537(NAD 83)
 MZ0508_MARKER: DB = BENCH MARK DISK
 MZ0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MZ0508_SP_SET: BRIDGE ABUTMENT
 MZ0508_STAMPING: R 17 1935
 MZ0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MZ0508
 MZ0508  HISTORY     - Date     Condition        Report By
 MZ0508  HISTORY     - 1935     MONUMENTED       CGS
 MZ0508  HISTORY     - 1972     MARK NOT FOUND   CTGS
 MZ0508
 MZ0508                          STATION DESCRIPTION
 MZ0508
 MZ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0508'AT CANAAN.
 MZ0508'0.25 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 MZ0508'FROM THE STATION AT CANAAN, LITCHFIELD COUNTY, AT 80-FOOT GIRDER
 MZ0508'BRIDGE NO. 81.49, IN THE WEST SIDE OF THE NORTH ABUTMENT, 8 FEET WEST
 MZ0508'OF THE WEST RAIL, AND 5 FEET LOWER THAN THE RAIL. A STANDARD DISK,
 MZ0508'STAMPED R 17 1935.
 MZ0508
 MZ0508                          STATION RECOVERY (1972)
 MZ0508
 MZ0508'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 MZ0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0552 ***********************************************************************
 LX0552  DESIGNATION -  R 19
 LX0552  PID         -  LX0552
 LX0552  STATE/COUNTY-  CT/HARTFORD
 LX0552  USGS QUAD   -  COLLINSVILLE (1984)
 LX0552
 LX0552                         *CURRENT SURVEY CONTROL
 LX0552  ___________________________________________________________________
 LX0552* NAD 83(1986)-  41 50 15.     (N)    072 55 52.     (W)     SCALED    
 LX0552* NAVD 88     -        94.023  (meters)     308.47   (feet)  ADJUSTED  
 LX0552  ___________________________________________________________________
 LX0552  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 LX0552  DYNAMIC HT  -          93.995 (meters)     308.38  (feet)  COMP
 LX0552  MODELED GRAV-     980,327.9   (mgal)                       NAVD 88
 LX0552
 LX0552  VERT ORDER  -  SECOND    CLASS 0
 LX0552
 LX0552.The horizontal coordinates were scaled from a topographic map and have
 LX0552.an estimated accuracy of +/- 6 seconds.
 LX0552
 LX0552.The orthometric height was determined by differential leveling
 LX0552.and adjusted by the National Geodetic Survey in June 1991..
 LX0552
 LX0552.The geoid height was determined by GEOID03.
 LX0552
 LX0552.The dynamic height is computed by dividing the NAVD 88
 LX0552.geopotential number by the normal gravity value computed on the
 LX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0552.degrees latitude (g = 980.6199 gals.).
 LX0552
 LX0552.The modeled gravity was interpolated from observed gravity values.
 LX0552
 LX0552;                    North         East    Units  Estimated Accuracy
 LX0552;SPC CT       -   263,940.      289,760.      MT  (+/- 180 meters Scaled)
 LX0552
 LX0552                          SUPERSEDED SURVEY CONTROL
 LX0552
 LX0552  NGVD 29 (??/??/92)   94.263  (m)          309.26   (f) ADJ UNCH    2 0
 LX0552
 LX0552.Superseded values are not recommended for survey control.
 LX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0552.See file dsdata.txt to determine how the superseded data were derived.
 LX0552
 LX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM717338(NAD 83)
 LX0552_MARKER: DB = BENCH MARK DISK
 LX0552_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0552_SP_SET: ABUTMENT
 LX0552_STAMPING: R 19 1935
 LX0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0552
 LX0552  HISTORY     - Date     Condition        Report By
 LX0552  HISTORY     - 1935     MONUMENTED       CGS
 LX0552  HISTORY     - 1942     MARK NOT FOUND   NGS
 LX0552  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 LX0552
 LX0552                          STATION DESCRIPTION
 LX0552
 LX0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0552'2.7 MI W FROM CANTON.
 LX0552'2.7 MILES WEST ALONG THE OLD ROADBED OF THE ABANDONED NEW YORK,
 LX0552'NEW HAVEN AND HARTFORD RAILROAD FROM THE STATION AT CANTON,
 LX0552'HARTFORD COUNTY, AT AN 80-FOOT STEEL GIRDER BRIDGE PARALLELING
 LX0552'A CONCRETE BRIDGE ON U.S. HIGHWAY 44, IN THE SOUTH SIDE OF THE
 LX0552'WEST ABUTMENT, AND ABOUT 5 FEET LOWER THAN THE OLD ROADBED.
 LX0552'A STANDARD DISK, STAMPED R 19 1935.  NOTE-- THE STEEL BRIDGE HAS
 LX0552'BEEN REMOVED.  THE ABUTMENTS STILL STAND BUT ARE COVERED WITH
 LX0552'COARSE GRAVEL.
 LX0552
 LX0552                          STATION RECOVERY (1942)
 LX0552
 LX0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 LX0552'MARK NOT FOUND.
 LX0552
 LX0552                          STATION RECOVERY (1982)
 LX0552
 LX0552'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 LX0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0381 ***********************************************************************
 LX0381  DESIGNATION -  R 3 T OF NH
 LX0381  PID         -  LX0381
 LX0381  STATE/COUNTY-  CT/NEW HAVEN
 LX0381  USGS QUAD   -  NEW HAVEN (1984)
 LX0381
 LX0381                         *CURRENT SURVEY CONTROL
 LX0381  ___________________________________________________________________
 LX0381* NAD 83(1986)-  41 17 50.     (N)    072 55 39.     (W)     SCALED    
 LX0381* NAVD 88     -         3.387  (meters)      11.11   (feet)  ADJUSTED  
 LX0381  ___________________________________________________________________
 LX0381  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0381  DYNAMIC HT  -           3.386 (meters)      11.11  (feet)  COMP
 LX0381  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 LX0381
 LX0381  VERT ORDER  -  FIRST     CLASS I
 LX0381
 LX0381.The horizontal coordinates were scaled from a topographic map and have
 LX0381.an estimated accuracy of +/- 6 seconds.
 LX0381
 LX0381.The orthometric height was determined by differential leveling
 LX0381.and adjusted by the National Geodetic Survey in June 1991..
 LX0381
 LX0381.The geoid height was determined by GEOID03.
 LX0381
 LX0381.The dynamic height is computed by dividing the NAVD 88
 LX0381.geopotential number by the normal gravity value computed on the
 LX0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0381.degrees latitude (g = 980.6199 gals.).
 LX0381
 LX0381.The modeled gravity was interpolated from observed gravity values.
 LX0381
 LX0381;                    North         East    Units  Estimated Accuracy
 LX0381;SPC CT       -   203,930.      289,930.      MT  (+/- 180 meters Scaled)
 LX0381
 LX0381                          SUPERSEDED SURVEY CONTROL
 LX0381
 LX0381  NGVD 29 (??/??/92)    3.71   (m)           12.2    (f) COMPUTED    1 1
 LX0381
 LX0381.Superseded values are not recommended for survey control.
 LX0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0381.See file dsdata.txt to determine how the superseded data were derived.
 LX0381
 LX0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL735738(NAD 83)
 LX0381_MARKER: Q = CHISELED SQUARE
 LX0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0381_SP_SET: GRANITE STONE
 LX0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0381+STABILITY: SURFACE MOTION
 LX0381
 LX0381  HISTORY     - Date     Condition        Report By
 LX0381  HISTORY     - UNK      MONUMENTED       CT0430
 LX0381  HISTORY     - 1965     GOOD             NGS
 LX0381
 LX0381                          STATION DESCRIPTION
 LX0381
 LX0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0381'AT NEW HAVEN.
 LX0381'AT NEW HAVEN, AT THE JUNCTION OF UNION AVENUE, SOUTH ORANGE
 LX0381'STREET AND PORTSEA STREET, ON THE TOP OF THE EAST CORNER OF A
 LX0381'GRANITE STONE WHICH FORMS THE NORTHWEST WALL OF A CATCH BASIN
 LX0381'AND ALSO FORMS THE CURB LINE ALONG THE NORTHWEST SIDE OF UNION
 LX0381'AVE, 17.5 FEET SOUTH OF THE SOUTH CURB OF PORTSEA STREET, 4.8 FEET
 LX0381'SOUTH OF A 10-INCH METAL POLE WHICH SUPPORTS A TRAFFIC LIGHT
 LX0381'AND STREET SIGNS, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1161 ***********************************************************************
 LX1161  DESIGNATION -  R 31
 LX1161  PID         -  LX1161
 LX1161  STATE/COUNTY-  CT/FAIRFIELD
 LX1161  USGS QUAD   -  STAMFORD (1984)
 LX1161
 LX1161                         *CURRENT SURVEY CONTROL
 LX1161  ___________________________________________________________________
 LX1161* NAD 83(1986)-  41 02 17.     (N)    073 35 56.     (W)     SCALED    
 LX1161* NAVD 88     -         2.406  (meters)       7.89   (feet)  ADJUSTED  
 LX1161  ___________________________________________________________________
 LX1161  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX1161  DYNAMIC HT  -           2.405 (meters)       7.89  (feet)  COMP
 LX1161  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX1161
 LX1161  VERT ORDER  -  FIRST     CLASS I
 LX1161
 LX1161.The horizontal coordinates were scaled from a topographic map and have
 LX1161.an estimated accuracy of +/- 6 seconds.
 LX1161
 LX1161.The orthometric height was determined by differential leveling
 LX1161.and adjusted by the National Geodetic Survey in June 1991..
 LX1161
 LX1161.The geoid height was determined by GEOID03.
 LX1161
 LX1161.The dynamic height is computed by dividing the NAVD 88
 LX1161.geopotential number by the normal gravity value computed on the
 LX1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1161.degrees latitude (g = 980.6199 gals.).
 LX1161
 LX1161.The modeled gravity was interpolated from observed gravity values.
 LX1161
 LX1161;                    North         East    Units  Estimated Accuracy
 LX1161;SPC CT       -   175,490.      233,420.      MT  (+/- 180 meters Scaled)
 LX1161
 LX1161                          SUPERSEDED SURVEY CONTROL
 LX1161
 LX1161  NGVD 29 (??/??/92)    2.742  (m)            9.00   (f) ADJ UNCH    1 1
 LX1161
 LX1161.Superseded values are not recommended for survey control.
 LX1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1161.See file dsdata.txt to determine how the superseded data were derived.
 LX1161
 LX1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL177439(NAD 83)
 LX1161_MARKER: DB = BENCH MARK DISK
 LX1161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1161_SP_SET: CULVERT
 LX1161_STAMPING: R 31 1965
 LX1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1161
 LX1161  HISTORY     - Date     Condition        Report By
 LX1161  HISTORY     - 1965     MONUMENTED       CGS
 LX1161  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX1161  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX1161  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX1161
 LX1161                          STATION DESCRIPTION
 LX1161
 LX1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1161'AT COS COB.
 LX1161'AT COS COB, ACROSS U.S. HIGHWAY 1 AND SOUTHEAST FROM THE
 LX1161'SOUTHEAST CORNER OF THE COS COB FIRE CO. BLDG. NO. 1, ABOUT
 LX1161'87 YARDS EAST OF THE INTERSECTION OF U.S. HIGHWAY 1 AND SINAWOY
 LX1161'ROAD, SET ON THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD
 LX1161'WALL OF A BOX CULVERT UNDER U.S. HIGHWAY 1 FOR STRICKLAND
 LX1161'BROOK, 31 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 LX1161'ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THIS MARK WAS NOT
 LX1161'DESTROYED AND IS TO BE COVERED BY A SIDEWALK LATER.
 LX1161
 LX1161                          STATION RECOVERY (1983)
 LX1161
 LX1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1161'MARK NOT FOUND.
 LX1161
 LX1161                          STATION RECOVERY (1984)
 LX1161
 LX1161'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1161'MARK NOT FOUND.
 LX1161
 LX1161                          STATION RECOVERY (1985)
 LX1161
 LX1161'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1162 ***********************************************************************
 LX1162  DESIGNATION -  R 31 RESET
 LX1162  PID         -  LX1162
 LX1162  STATE/COUNTY-  CT/FAIRFIELD
 LX1162  USGS QUAD   -  STAMFORD (1984)
 LX1162
 LX1162                         *CURRENT SURVEY CONTROL
 LX1162  ___________________________________________________________________
 LX1162* NAD 83(1986)-  41 02 17.     (N)    073 35 56.     (W)     SCALED    
 LX1162* NAVD 88     -         2.24   (meters)       7.3    (feet)  RESET     
 LX1162  ___________________________________________________________________
 LX1162  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX1162
 LX1162  VERT ORDER  -  THIRD
 LX1162
 LX1162.The horizontal coordinates were scaled from a topographic map and have
 LX1162.an estimated accuracy of +/- 6 seconds.
 LX1162
 LX1162.The orthometric height was computed from unverified reset data.
 LX1162.No vertical observational check was made to the station.
 LX1162
 LX1162.The geoid height was determined by GEOID03.
 LX1162
 LX1162;                    North         East    Units  Estimated Accuracy
 LX1162;SPC CT       -   175,490.      233,420.      MT  (+/- 180 meters Scaled)
 LX1162
 LX1162                          SUPERSEDED SURVEY CONTROL
 LX1162
 LX1162  NGVD 29 (??/??/??)    2.57   (m)            8.4    (f) RESET       3  
 LX1162
 LX1162.Superseded values are not recommended for survey control.
 LX1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1162.See file dsdata.txt to determine how the superseded data were derived.
 LX1162
 LX1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL177439(NAD 83)
 LX1162_MARKER: DB = BENCH MARK DISK
 LX1162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1162_SP_SET: CULVERT
 LX1162_STAMPING: R 31 1965 RESET 1967
 LX1162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1162
 LX1162  HISTORY     - Date     Condition        Report By
 LX1162  HISTORY     - 1967     MONUMENTED       CGS
 LX1162  HISTORY     - 1988     GOOD             USPSQD
 LX1162
 LX1162                          STATION DESCRIPTION
 LX1162
 LX1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LX1162'AT COS COB.
 LX1162'SET IN THE TOP OF NORTH END OF WEST HEADWALL OF A CULVERT UNDER
 LX1162'U.S. HIGHWAY 1 (EAST PUTNAM AVENUE) AND OVER STRICKLAND BROOK,
 LX1162'75.8 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 72.3 FEET
 LX1162'EAST OF THE SOUTHEAST CORNER OF THE COS COB FIRE COMPANY
 LX1162'BUILDING NO. 1, 21.6 FEET NORTHEAST OF POWER POLE 77, 0.5 FOOT
 LX1162'NORTH OF THE NORTH EDGE OF THE NORTH ROCK WALL OF THE CULVERT
 LX1162'AND ABOUT 0.5 FOOT LOWER THAN THE TOP OF THE ROCK WALL.
 LX1162
 LX1162                          STATION RECOVERY (1988)
 LX1162
 LX1162'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0780 ***********************************************************************
 LX0780  DESIGNATION -  R 32
 LX0780  PID         -  LX0780
 LX0780  STATE/COUNTY-  CT/FAIRFIELD
 LX0780  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0780
 LX0780                         *CURRENT SURVEY CONTROL
 LX0780  ___________________________________________________________________
 LX0780* NAD 83(1986)-  41 05 31.     (N)    073 27 12.     (W)     SCALED    
 LX0780* NAVD 88     -        18.062  (meters)      59.26   (feet)  ADJUSTED  
 LX0780  ___________________________________________________________________
 LX0780  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX0780  DYNAMIC HT  -          18.056 (meters)      59.24  (feet)  COMP
 LX0780  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 LX0780
 LX0780  VERT ORDER  -  FIRST     CLASS I
 LX0780
 LX0780.The horizontal coordinates were scaled from a topographic map and have
 LX0780.an estimated accuracy of +/- 6 seconds.
 LX0780
 LX0780.The orthometric height was determined by differential leveling
 LX0780.and adjusted by the National Geodetic Survey in June 1991..
 LX0780
 LX0780.The geoid height was determined by GEOID03.
 LX0780
 LX0780.The dynamic height is computed by dividing the NAVD 88
 LX0780.geopotential number by the normal gravity value computed on the
 LX0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0780.degrees latitude (g = 980.6199 gals.).
 LX0780
 LX0780.The modeled gravity was interpolated from observed gravity values.
 LX0780
 LX0780;                    North         East    Units  Estimated Accuracy
 LX0780;SPC CT       -   181,360.      245,710.      MT  (+/- 180 meters Scaled)
 LX0780
 LX0780                          SUPERSEDED SURVEY CONTROL
 LX0780
 LX0780  NGVD 29 (??/??/92)   18.398  (m)           60.36   (f) ADJ UNCH    1 1
 LX0780
 LX0780.Superseded values are not recommended for survey control.
 LX0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0780.See file dsdata.txt to determine how the superseded data were derived.
 LX0780
 LX0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL298501(NAD 83)
 LX0780_MARKER: DB = BENCH MARK DISK
 LX0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0780_SP_SET: BRIDGE
 LX0780_STAMPING: R 32 1965
 LX0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0780
 LX0780  HISTORY     - Date     Condition        Report By
 LX0780  HISTORY     - 1965     MONUMENTED       CGS
 LX0780  HISTORY     - 1983     GOOD             USPSQD
 LX0780  HISTORY     - 1989     GOOD             USPSQD
 LX0780  HISTORY     - 19990210 GOOD             USPSQD
 LX0780
 LX0780                          STATION DESCRIPTION
 LX0780
 LX0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0780'1.4 MI NE FROM DARIEN.
 LX0780'1.35 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE NY, NH AND H
 LX0780'RAILROAD OVERPASS AT DARIEN, AT THE EAST CITY LIMIT OF DARIEN,
 LX0780'SET ON THE TOP OF THE SOUTHEAST CONCRETE WING WALL AT THE
 LX0780'SOUTHWEST END OF A 20 FOOT BRIDGE OVER FIVEMILE RIVER, 31 FEET
 LX0780'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1/2 FOOT ABOVE
 LX0780'THE LEVEL OF THE HIGHWAY.
 LX0780
 LX0780                          STATION RECOVERY (1983)
 LX0780
 LX0780'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0780'RECOVERED IN GOOD CONDITION.
 LX0780
 LX0780                          STATION RECOVERY (1989)
 LX0780
 LX0780'RECOVERY NOTE BY US POWER SQUADRON 1989 (EJN)
 LX0780'RECOVERED IN GOOD CONDITION.
 LX0780
 LX0780                          STATION RECOVERY (1999)
 LX0780
 LX0780'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0835 ***********************************************************************
 LX0835  DESIGNATION -  R 33
 LX0835  PID         -  LX0835
 LX0835  STATE/COUNTY-  CT/FAIRFIELD
 LX0835  USGS QUAD   -  BRIDGEPORT (1984)
 LX0835
 LX0835                         *CURRENT SURVEY CONTROL
 LX0835  ___________________________________________________________________
 LX0835* NAD 83(1986)-  41 10 00.     (N)    073 13 02.     (W)     SCALED    
 LX0835* NAVD 88     -         3.858  (meters)      12.66   (feet)  ADJUSTED  
 LX0835  ___________________________________________________________________
 LX0835  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0835  DYNAMIC HT  -           3.857 (meters)      12.65  (feet)  COMP
 LX0835  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 LX0835
 LX0835  VERT ORDER  -  FIRST     CLASS I
 LX0835
 LX0835.The horizontal coordinates were scaled from a topographic map and have
 LX0835.an estimated accuracy of +/- 6 seconds.
 LX0835
 LX0835.The orthometric height was determined by differential leveling
 LX0835.and adjusted by the National Geodetic Survey in June 1991..
 LX0835
 LX0835.The geoid height was determined by GEOID03.
 LX0835
 LX0835.The dynamic height is computed by dividing the NAVD 88
 LX0835.geopotential number by the normal gravity value computed on the
 LX0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0835.degrees latitude (g = 980.6199 gals.).
 LX0835
 LX0835.The modeled gravity was interpolated from observed gravity values.
 LX0835
 LX0835;                    North         East    Units  Estimated Accuracy
 LX0835;SPC CT       -   189,530.      265,590.      MT  (+/- 180 meters Scaled)
 LX0835
 LX0835                          SUPERSEDED SURVEY CONTROL
 LX0835
 LX0835  NGVD 29 (??/??/92)    4.193  (m)           13.76   (f) ADJ UNCH    1 1
 LX0835
 LX0835.Superseded values are not recommended for survey control.
 LX0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0835.See file dsdata.txt to determine how the superseded data were derived.
 LX0835
 LX0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL495587(NAD 83)
 LX0835_MARKER: DB = BENCH MARK DISK
 LX0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0835_SP_SET: PIER
 LX0835_STAMPING: R 33 1965
 LX0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0835
 LX0835  HISTORY     - Date     Condition        Report By
 LX0835  HISTORY     - 1965     MONUMENTED       CGS
 LX0835  HISTORY     - 1982     GOOD             NGS
 LX0835  HISTORY     - 1985     GOOD             LOCSUR
 LX0835
 LX0835                          STATION DESCRIPTION
 LX0835
 LX0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0835'AT BRIDGEPORT.
 LX0835'AT BRIDGEPORT, AT THE JUNCTION OF FAIRFIELD AVENUE AND PINE
 LX0835'STREET, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 LX0835'NORTHEAST END OF THE SOUTHEAST PIER FOR THE CONNECTICUT TURNPIKE
 LX0835'OVER FAIRFIELD AVENUE, 20 FEET SOUTHEAST OF THE SOUTHEAST
 LX0835'CURB OF FAIRFIELD AVENUE, 3.5 FEET SOUTHWEST OF THE NORTHEAST
 LX0835'END OF THE PIER, 2 FEET ABOVE THE LEVEL OF THE GROUND AND 3
 LX0835'FEET ABOVE THE LEVEL OF THE AVENUE.
 LX0835
 LX0835                          STATION RECOVERY (1982)
 LX0835
 LX0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0835'RECOVERED IN GOOD CONDITION.
 LX0835
 LX0835                          STATION RECOVERY (1985)
 LX0835
 LX0835'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 LX0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0368 ***********************************************************************
 LX0368  DESIGNATION -  R 34
 LX0368  PID         -  LX0368
 LX0368  STATE/COUNTY-  CT/NEW HAVEN
 LX0368  USGS QUAD   -  NEW HAVEN (1984)
 LX0368
 LX0368                         *CURRENT SURVEY CONTROL
 LX0368  ___________________________________________________________________
 LX0368* NAD 83(1986)-  41 16 23.     (N)    072 58 16.     (W)     SCALED    
 LX0368* NAVD 88     -        22.774  (meters)      74.72   (feet)  ADJUSTED  
 LX0368  ___________________________________________________________________
 LX0368  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0368  DYNAMIC HT  -          22.767 (meters)      74.69  (feet)  COMP
 LX0368  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LX0368
 LX0368  VERT ORDER  -  FIRST     CLASS I
 LX0368
 LX0368.The horizontal coordinates were scaled from a topographic map and have
 LX0368.an estimated accuracy of +/- 6 seconds.
 LX0368
 LX0368.The orthometric height was determined by differential leveling
 LX0368.and adjusted by the National Geodetic Survey in June 1991..
 LX0368
 LX0368.The geoid height was determined by GEOID03.
 LX0368
 LX0368.The dynamic height is computed by dividing the NAVD 88
 LX0368.geopotential number by the normal gravity value computed on the
 LX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0368.degrees latitude (g = 980.6199 gals.).
 LX0368
 LX0368.The modeled gravity was interpolated from observed gravity values.
 LX0368
 LX0368;                    North         East    Units  Estimated Accuracy
 LX0368;SPC CT       -   201,260.      286,280.      MT  (+/- 180 meters Scaled)
 LX0368
 LX0368                          SUPERSEDED SURVEY CONTROL
 LX0368
 LX0368  NGVD 29 (??/??/92)   23.096  (m)           75.77   (f) ADJ UNCH    1 1
 LX0368
 LX0368.Superseded values are not recommended for survey control.
 LX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0368.See file dsdata.txt to determine how the superseded data were derived.
 LX0368
 LX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL699710(NAD 83)
 LX0368_MARKER: DB = BENCH MARK DISK
 LX0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0368_SP_SET: ABUTMENT
 LX0368_STAMPING: R 34 1965
 LX0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0368
 LX0368  HISTORY     - Date     Condition        Report By
 LX0368  HISTORY     - 1965     MONUMENTED       CGS
 LX0368  HISTORY     - 1985     GOOD             USPSQD
 LX0368  HISTORY     - 1988     GOOD             USPSQD
 LX0368
 LX0368                          STATION DESCRIPTION
 LX0368
 LX0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0368'AT WEST HAVEN.
 LX0368'AT WEST HAVEN, ABOUT 0.55 MILE NORTHWEST ALONG STATE HIGHWAY 162
 LX0368'FROM THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD OVERPASS,
 LX0368'AT THE JUNCTION OF THE HIGHWAY AND MELOY ROAD, SET VERTICALLY
 LX0368'IN THE NORTH CONCRETE FACE AND NEAR THE WEST END OF THE SOUTH
 LX0368'CONCRETE ABUTMENT OF THE CONNECTICUT TURNPIKE OVER THE HIGHWAY,
 LX0368'(SAWMILL ROAD) 11 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY,
 LX0368'1.4 FEET EAST OF THE WEST END OF THE ABUTMENT AND 2 FEET ABOVE
 LX0368'THE LEVEL OF THE SIDEWALK.
 LX0368
 LX0368                          STATION RECOVERY (1985)
 LX0368
 LX0368'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0368'RECOVERED IN GOOD CONDITION.
 LX0368
 LX0368                          STATION RECOVERY (1988)
 LX0368
 LX0368'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0113 ***********************************************************************
 LX0113  DESIGNATION -  R 35
 LX0113  PID         -  LX0113
 LX0113  STATE/COUNTY-  CT/NEW LONDON
 LX0113  USGS QUAD   -  OLD LYME (1976)
 LX0113
 LX0113                         *CURRENT SURVEY CONTROL
 LX0113  ___________________________________________________________________
 LX0113* NAD 83(1986)-  41 17 22.     (N)    072 18 43.     (W)     SCALED    
 LX0113* NAVD 88     -         3.701  (meters)      12.14   (feet)  ADJUSTED  
 LX0113  ___________________________________________________________________
 LX0113  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX0113  DYNAMIC HT  -           3.700 (meters)      12.14  (feet)  COMP
 LX0113  MODELED GRAV-     980,280.9   (mgal)                       NAVD 88
 LX0113
 LX0113  VERT ORDER  -  FIRST     CLASS I
 LX0113
 LX0113.The horizontal coordinates were scaled from a topographic map and have
 LX0113.an estimated accuracy of +/- 6 seconds.
 LX0113
 LX0113.The orthometric height was determined by differential leveling
 LX0113.and adjusted by the National Geodetic Survey in June 1991..
 LX0113
 LX0113.The geoid height was determined by GEOID03.
 LX0113
 LX0113.The dynamic height is computed by dividing the NAVD 88
 LX0113.geopotential number by the normal gravity value computed on the
 LX0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0113.degrees latitude (g = 980.6199 gals.).
 LX0113
 LX0113.The modeled gravity was interpolated from observed gravity values.
 LX0113
 LX0113;                    North         East    Units  Estimated Accuracy
 LX0113;SPC CT       -   203,150.      341,490.      MT  (+/- 180 meters Scaled)
 LX0113
 LX0113                          SUPERSEDED SURVEY CONTROL
 LX0113
 LX0113  NGVD 29 (??/??/92)    4.010  (m)           13.16   (f) ADJ UNCH    1 1
 LX0113
 LX0113.Superseded values are not recommended for survey control.
 LX0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0113.See file dsdata.txt to determine how the superseded data were derived.
 LX0113
 LX0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL250743(NAD 83)
 LX0113_MARKER: DB = BENCH MARK DISK
 LX0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0113_SP_SET: ABUTMENT
 LX0113_STAMPING: R 35 1965
 LX0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0113
 LX0113  HISTORY     - Date     Condition        Report By
 LX0113  HISTORY     - 1965     MONUMENTED       CGS
 LX0113  HISTORY     - 1983     GOOD             USPSQD
 LX0113  HISTORY     - 1987     GOOD             USPSQD
 LX0113  HISTORY     - 1988     GOOD             USPSQD
 LX0113  HISTORY     - 1988     GOOD             USPSQD
 LX0113  HISTORY     - 1989     GOOD             USPSQD
 LX0113  HISTORY     - 19900414 GOOD             USPSQD
 LX0113  HISTORY     - 19901206 GOOD             USPSQD
 LX0113  HISTORY     - 20011001 GOOD             USPSQD
 LX0113
 LX0113                          STATION DESCRIPTION
 LX0113
 LX0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0113'2 MI W FROM SOUND VIEW.
 LX0113'ABOUT 2.0 MILES WEST ALONG STATE HIGHWAY 156 FROM THE SOUTH END
 LX0113'FIRE STATION OF OLD LYME AT SOUND VIEW, SET ON THE TOP OF THE
 LX0113'NORTHEAST END OF THE SOUTHEAST CONCRETE AND ROCK MASONARY ABUTMENT
 LX0113'OF A 30-FOOT BRIDGE OVER BLACK HALL RIVER, 18.5 FEET NORTHEAST
 LX0113'OF THE CENTER LINE OF THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL
 LX0113'OF THE HIGHWAY.
 LX0113
 LX0113                          STATION RECOVERY (1983)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0113'RECOVERED IN GOOD CONDITION.
 LX0113
 LX0113                          STATION RECOVERY (1987)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0113'RECOVERED IN GOOD CONDITION.
 LX0113
 LX0113                          STATION RECOVERY (1988)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0113'RECOVERED IN GOOD CONDITION.
 LX0113
 LX0113                          STATION RECOVERY (1988)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0113'RECOVERED IN GOOD CONDITION.
 LX0113
 LX0113                          STATION RECOVERY (1989)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0113'RECOVERED IN GOOD CONDITION.
 LX0113
 LX0113                          STATION RECOVERY (1990)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0113'RECOVERED IN GOOD CONDITION.
 LX0113
 LX0113                          STATION RECOVERY (1990)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0113'RECOVERED IN GOOD CONDITION.
 LX0113
 LX0113                          STATION RECOVERY (2001)
 LX0113
 LX0113'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0453 ***********************************************************************
 LX0453  DESIGNATION -  R 36
 LX0453  PID         -  LX0453
 LX0453  STATE/COUNTY-  CT/NEW HAVEN
 LX0453  USGS QUAD   -  CLINTON (1984)
 LX0453
 LX0453                         *CURRENT SURVEY CONTROL
 LX0453  ___________________________________________________________________
 LX0453* NAD 83(1986)-  41 16 48.     (N)    072 35 41.     (W)     SCALED    
 LX0453* NAVD 88     -         6.369  (meters)      20.90   (feet)  ADJUSTED  
 LX0453  ___________________________________________________________________
 LX0453  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX0453  DYNAMIC HT  -           6.366 (meters)      20.89  (feet)  COMP
 LX0453  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 LX0453
 LX0453  VERT ORDER  -  FIRST     CLASS I
 LX0453
 LX0453.The horizontal coordinates were scaled from a topographic map and have
 LX0453.an estimated accuracy of +/- 6 seconds.
 LX0453
 LX0453.The orthometric height was determined by differential leveling
 LX0453.and adjusted by the National Geodetic Survey in June 1991..
 LX0453
 LX0453.The geoid height was determined by GEOID03.
 LX0453
 LX0453.The dynamic height is computed by dividing the NAVD 88
 LX0453.geopotential number by the normal gravity value computed on the
 LX0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0453.degrees latitude (g = 980.6199 gals.).
 LX0453
 LX0453.The modeled gravity was interpolated from observed gravity values.
 LX0453
 LX0453;                    North         East    Units  Estimated Accuracy
 LX0453;SPC CT       -   202,020.      317,810.      MT  (+/- 180 meters Scaled)
 LX0453
 LX0453                          SUPERSEDED SURVEY CONTROL
 LX0453
 LX0453  NGVD 29 (??/??/92)    6.676  (m)           21.90   (f) ADJ UNCH    1 1
 LX0453
 LX0453.Superseded values are not recommended for survey control.
 LX0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0453.See file dsdata.txt to determine how the superseded data were derived.
 LX0453
 LX0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL014726(NAD 83)
 LX0453_MARKER: DB = BENCH MARK DISK
 LX0453_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0453_STAMPING: R 36 1965
 LX0453_MARK LOGO: CGS   
 LX0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0453+STABILITY: SURFACE MOTION
 LX0453
 LX0453  HISTORY     - Date     Condition        Report By
 LX0453  HISTORY     - 1965     MONUMENTED       CGS
 LX0453  HISTORY     - 1974     GOOD             CTGS
 LX0453  HISTORY     - 1985     GOOD             NGS
 LX0453  HISTORY     - 19940626 GOOD             USPSQD
 LX0453
 LX0453                          STATION DESCRIPTION
 LX0453
 LX0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0453'AT MADISON.
 LX0453'AT MADISON, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND WALL
 LX0453'STREET, SET VERTICALLY IN THE WEST FACE AND AT THE SOUTHWEST
 LX0453'CORNER OF THE POST OFFICE BUILDING, 72 FEET NORTH OF THE NORTH
 LX0453'CURB OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 LX0453'BUILDING AND 0.6 FOOT ABOVE THE LEVEL OF THE GROUND.
 LX0453
 LX0453                          STATION RECOVERY (1974)
 LX0453
 LX0453'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0453'RECOVERED IN GOOD CONDITION.
 LX0453
 LX0453                          STATION RECOVERY (1985)
 LX0453
 LX0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0453'RECOVERED IN GOOD CONDITION.
 LX0453
 LX0453                          STATION RECOVERY (1994)
 LX0453
 LX0453'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0184 ***********************************************************************
 LX0184  DESIGNATION -  R 37
 LX0184  PID         -  LX0184
 LX0184  STATE/COUNTY-  CT/NEW LONDON
 LX0184  USGS QUAD   -  NEW LONDON (1984)
 LX0184
 LX0184                         *CURRENT SURVEY CONTROL
 LX0184  ___________________________________________________________________
 LX0184* NAD 83(1986)-  41 20 26.     (N)    072 00 32.     (W)     SCALED    
 LX0184* NAVD 88     -        35.185  (meters)     115.44   (feet)  ADJUSTED  
 LX0184  ___________________________________________________________________
 LX0184  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX0184  DYNAMIC HT  -          35.172 (meters)     115.39  (feet)  COMP
 LX0184  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LX0184
 LX0184  VERT ORDER  -  FIRST     CLASS I
 LX0184
 LX0184.The horizontal coordinates were scaled from a topographic map and have
 LX0184.an estimated accuracy of +/- 6 seconds.
 LX0184
 LX0184.The orthometric height was determined by differential leveling
 LX0184.and adjusted by the National Geodetic Survey in June 1991..
 LX0184
 LX0184.The geoid height was determined by GEOID03.
 LX0184
 LX0184.The dynamic height is computed by dividing the NAVD 88
 LX0184.geopotential number by the normal gravity value computed on the
 LX0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0184.degrees latitude (g = 980.6199 gals.).
 LX0184
 LX0184.The modeled gravity was interpolated from observed gravity values.
 LX0184
 LX0184;                    North         East    Units  Estimated Accuracy
 LX0184;SPC CT       -   209,000.      366,830.      MT  (+/- 180 meters Scaled)
 LX0184
 LX0184                          SUPERSEDED SURVEY CONTROL
 LX0184
 LX0184  NGVD 29 (??/??/92)   35.477  (m)          116.39   (f) ADJ UNCH    1 1
 LX0184
 LX0184.Superseded values are not recommended for survey control.
 LX0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0184.See file dsdata.txt to determine how the superseded data were derived.
 LX0184
 LX0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL502808(NAD 83)
 LX0184_MARKER: DB = BENCH MARK DISK
 LX0184_SETTING: 66 = SET IN ROCK OUTCROP
 LX0184_SP_SET: BEDROCK
 LX0184_STAMPING: R 37 1965
 LX0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0184+STABILITY: POSITION/ELEVATION WELL
 LX0184
 LX0184  HISTORY     - Date     Condition        Report By
 LX0184  HISTORY     - 1965     MONUMENTED       CGS
 LX0184  HISTORY     - 1966     GOOD             NGS
 LX0184  HISTORY     - 1983     GOOD             USPSQD
 LX0184  HISTORY     - 1988     GOOD             USPSQD
 LX0184  HISTORY     - 1989     GOOD             USPSQD
 LX0184  HISTORY     - 1990     GOOD             USPSQD
 LX0184  HISTORY     - 19900310 GOOD             USPSQD
 LX0184  HISTORY     - 19901227 GOOD             USPSQD
 LX0184  HISTORY     - 20000104 GOOD             USPSQD
 LX0184
 LX0184                          STATION DESCRIPTION
 LX0184
 LX0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0184'2.2 MI SE FROM GROTON.
 LX0184'ABOUT 1.8 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0184'AT GROTON, THENCE 0.35 MILE SOUTH ALONG STATE HIGHWAY 215, 90
 LX0184'YARDS NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, SET ON
 LX0184'THE TOP OF BEDROCK AT THE SOUTH END OF A ROCK CUT, 28 FEET EAST
 LX0184'OF THE EAST CURB OF THE HIGHWAY, 52 FEET SOUTHEAST OF AND ACROSS
 LX0184'THE HIGHWAY FROM POWER LINE POLE NO. 17, ABOUT 1.4 MILES
 LX0184'NORTHWEST ALONG STATE HIGHWAY 215 FROM THE OVERPASS OVER THE
 LX0184'NY, NH AND H RAILROAD AT NOANK AND ABOUT 5 FEET ABOVE THE LEVEL
 LX0184'OF THE HIGHWAY.
 LX0184
 LX0184                          STATION RECOVERY (1966)
 LX0184
 LX0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LX0184'RECOVERED IN GOOD CONDITION.
 LX0184
 LX0184                          STATION RECOVERY (1983)
 LX0184
 LX0184'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0184'RECOVERED IN GOOD CONDITION.
 LX0184
 LX0184                          STATION RECOVERY (1988)
 LX0184
 LX0184'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0184'RECOVERED IN GOOD CONDITION.
 LX0184
 LX0184                          STATION RECOVERY (1989)
 LX0184
 LX0184'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0184'RECOVERED IN GOOD CONDITION.
 LX0184
 LX0184                          STATION RECOVERY (1990)
 LX0184
 LX0184'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0184'RECOVERED IN GOOD CONDITION.
 LX0184
 LX0184                          STATION RECOVERY (1990)
 LX0184
 LX0184'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0184'RECOVERED IN GOOD CONDITION.
 LX0184
 LX0184                          STATION RECOVERY (1990)
 LX0184
 LX0184'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0184'RECOVERED IN GOOD CONDITION.
 LX0184
 LX0184                          STATION RECOVERY (2000)
 LX0184
 LX0184'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0456 ***********************************************************************
 LX0456  DESIGNATION -  R 4
 LX0456  PID         -  LX0456
 LX0456  STATE/COUNTY-  CT/NEW HAVEN
 LX0456  USGS QUAD   -  CLINTON (1984)
 LX0456
 LX0456                         *CURRENT SURVEY CONTROL
 LX0456  ___________________________________________________________________
 LX0456* NAD 83(1986)-  41 17 23.     (N)    072 33 59.     (W)     SCALED    
 LX0456* NAVD 88     -         9.055  (meters)      29.71   (feet)  POSTED    
 LX0456  ___________________________________________________________________
 LX0456  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX0456  DYNAMIC HT  -           9.050 (meters)      29.69  (feet)  COMP
 LX0456  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 LX0456
 LX0456  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0456
 LX0456.The horizontal coordinates were scaled from a topographic map and have
 LX0456.an estimated accuracy of +/- 6 seconds.
 LX0456
 LX0456.The orthometric height was determined by differential leveling
 LX0456.and adjusted by the National Geodetic Survey in 1992..
 LX0456.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0456.rate of 2.1 thru 3.0 mm/km.
 LX0456
 LX0456.The geoid height was determined by GEOID03.
 LX0456
 LX0456.The dynamic height is computed by dividing the NAVD 88
 LX0456.geopotential number by the normal gravity value computed on the
 LX0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0456.degrees latitude (g = 980.6199 gals.).
 LX0456
 LX0456.The modeled gravity was interpolated from observed gravity values.
 LX0456
 LX0456;                    North         East    Units  Estimated Accuracy
 LX0456;SPC CT       -   203,100.      320,180.      MT  (+/- 180 meters Scaled)
 LX0456
 LX0456                          SUPERSEDED SURVEY CONTROL
 LX0456
 LX0456.No superseded survey control is available for this station.
 LX0456
 LX0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL037737(NAD 83)
 LX0456_MARKER: DB = BENCH MARK DISK
 LX0456_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0456_SP_SET: UNSPECIFIED ROCK
 LX0456_STAMPING: ELEV 30.751 FT R 4 1922
 LX0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0456
 LX0456  HISTORY     - Date     Condition        Report By
 LX0456  HISTORY     - 1922     MONUMENTED       CGS
 LX0456  HISTORY     - 1965     GOOD             NGS
 LX0456  HISTORY     - 1974     GOOD             CTGS
 LX0456  HISTORY     - 1988     GOOD             USPSQD
 LX0456  HISTORY     - 19940625 GOOD             USPSQD
 LX0456
 LX0456                          STATION DESCRIPTION
 LX0456
 LX0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0456'1.6 MI E FROM MADISON.
 LX0456'1.6 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0456'RAILROAD FROM THE STATION AT MADISON, ABOUT 0.1 MILE EAST OF A
 LX0456'CONNECTICUT TURNPIKE ENTRANCE ROAD OVERPASS OVER THE TRACKS,
 LX0456'ABOUT 10 1/2 RAILS WEST OF THE WEST END OF THE HAMMONASSET RIVER,
 LX0456'SET IN THE TOP OF A 4-BY-3 FOOT ROCK WHICH PROJECTS 1 1/2 FEET
 LX0456'ABOVE THE LEVEL OF THE GROUND, 17.5 FEET NORTH OF THE NORTH
 LX0456'RAIL, 1 1/2 FEET WEST OF THE EAST END OF THE ROCK AND ABOUT LEVEL
 LX0456'WITH THE TRACK.
 LX0456
 LX0456                          STATION RECOVERY (1974)
 LX0456
 LX0456'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0456'RECOVERED IN GOOD CONDITION.
 LX0456
 LX0456                          STATION RECOVERY (1988)
 LX0456
 LX0456'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELT)
 LX0456'RECOVERED IN GOOD CONDITION.
 LX0456
 LX0456                          STATION RECOVERY (1994)
 LX0456
 LX0456'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1660 ***********************************************************************
 LX1660  DESIGNATION -  R 50
 LX1660  PID         -  LX1660
 LX1660  STATE/COUNTY-  CT/HARTFORD
 LX1660  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX1660
 LX1660                         *CURRENT SURVEY CONTROL
 LX1660  ___________________________________________________________________
 LX1660* NAD 83(1986)-  41 44 30.     (N)    072 43 01.     (W)     SCALED    
 LX1660* NAVD 88     -        21.419  (meters)      70.27   (feet)  ADJUSTED  
 LX1660  ___________________________________________________________________
 LX1660  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX1660  DYNAMIC HT  -          21.412 (meters)      70.25  (feet)  COMP
 LX1660  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 LX1660
 LX1660  VERT ORDER  -  FIRST     CLASS II
 LX1660
 LX1660.The horizontal coordinates were scaled from a topographic map and have
 LX1660.an estimated accuracy of +/- 6 seconds.
 LX1660
 LX1660.The orthometric height was determined by differential leveling
 LX1660.and adjusted by the National Geodetic Survey in June 1991..
 LX1660
 LX1660.The geoid height was determined by GEOID03.
 LX1660
 LX1660.The dynamic height is computed by dividing the NAVD 88
 LX1660.geopotential number by the normal gravity value computed on the
 LX1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1660.degrees latitude (g = 980.6199 gals.).
 LX1660
 LX1660.The modeled gravity was interpolated from observed gravity values.
 LX1660
 LX1660;                    North         East    Units  Estimated Accuracy
 LX1660;SPC CT       -   253,280.      307,550.      MT  (+/- 180 meters Scaled)
 LX1660
 LX1660                          SUPERSEDED SURVEY CONTROL
 LX1660
 LX1660.No superseded survey control is available for this station.
 LX1660
 LX1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM898236(NAD 83)
 LX1660_MARKER: DB = BENCH MARK DISK
 LX1660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1660_SP_SET: FOUNDATION
 LX1660_STAMPING: R 50 1978
 LX1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1660
 LX1660  HISTORY     - Date     Condition        Report By
 LX1660  HISTORY     - 1978     MONUMENTED       NGS
 LX1660  HISTORY     - 19950809 GOOD             USPSQD
 LX1660  HISTORY     - 20040721 MARK NOT FOUND   GEOCAC
 LX1660
 LX1660                          STATION DESCRIPTION
 LX1660
 LX1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1660'0.85 MILE NE FROM ELMWOOD.
 LX1660'0.3 MILE SOUTHEAST ALONG NEW BRITAIN AVENUE FROM THE JUNCTION OF
 LX1660'NEW BRITAIN AVENUE AND NEWINGTON ROAD IN ELMWOOD TO THE JUNCTION
 LX1660'OF NEW BRITAIN AVENUE AND NEW PARK AVENUE, THENCE 0.85 MILE NORTH-
 LX1660'EAST ALONG NEW PARK AVENUE TO THE MARK ON THE RIGHT, SET AT THE
 LX1660'MAIN ENTRANCE TO THE WEST HARTFORD VOCATIONAL TRAINING PROGRAM
 LX1660'BUILDING, 486 NEW PARK AVENUE, 33.5 FEET SOUTHWEST OF POWER POLE
 LX1660'255 S-5184, 19 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE NEW PARK
 LX1660'AVENUE, 17 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING,
 LX1660'4.5 FEET SOUTHWEST OF THE CENTER OF THE MAIN ENTRANCE DOORS.
 LX1660
 LX1660                          STATION RECOVERY (1995)
 LX1660
 LX1660'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1660'RECOVERED IN GOOD CONDITION.
 LX1660
 LX1660                          STATION RECOVERY (2004)
 LX1660
 LX1660'RECOVERY NOTE BY GEOCACHING 2004 (LJL)
 LX1660'BUILDING NO LONGER THERE.  AREA IS NOW A SHOPPING CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1634 ***********************************************************************
 LX1634  DESIGNATION -  R 51
 LX1634  PID         -  LX1634
 LX1634  STATE/COUNTY-  CT/NEW HAVEN
 LX1634  USGS QUAD   -  BRANFORD (1984)
 LX1634
 LX1634                         *CURRENT SURVEY CONTROL
 LX1634  ___________________________________________________________________
 LX1634* NAD 83(1986)-  41 27 45.     (N)    072 49 15.     (W)     SCALED    
 LX1634* NAVD 88     -        22.588  (meters)      74.11   (feet)  ADJUSTED  
 LX1634  ___________________________________________________________________
 LX1634  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX1634  DYNAMIC HT  -          22.581 (meters)      74.08  (feet)  COMP
 LX1634  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 LX1634
 LX1634  VERT ORDER  -  FIRST     CLASS II
 LX1634
 LX1634.The horizontal coordinates were scaled from a topographic map and have
 LX1634.an estimated accuracy of +/- 6 seconds.
 LX1634
 LX1634.The orthometric height was determined by differential leveling
 LX1634.and adjusted by the National Geodetic Survey in June 1991..
 LX1634
 LX1634.The geoid height was determined by GEOID03.
 LX1634
 LX1634.The dynamic height is computed by dividing the NAVD 88
 LX1634.geopotential number by the normal gravity value computed on the
 LX1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1634.degrees latitude (g = 980.6199 gals.).
 LX1634
 LX1634.The modeled gravity was interpolated from observed gravity values.
 LX1634
 LX1634;                    North         East    Units  Estimated Accuracy
 LX1634;SPC CT       -   222,280.      298,880.      MT  (+/- 180 meters Scaled)
 LX1634
 LX1634                          SUPERSEDED SURVEY CONTROL
 LX1634
 LX1634.No superseded survey control is available for this station.
 LX1634
 LX1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL819923(NAD 83)
 LX1634_MARKER: DB = BENCH MARK DISK
 LX1634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1634_SP_SET: STAINLESS STEEL ROD
 LX1634_STAMPING: R 51 1978
 LX1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1634
 LX1634  HISTORY     - Date     Condition        Report By
 LX1634  HISTORY     - 1978     MONUMENTED       NGS
 LX1634  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 LX1634
 LX1634                          STATION DESCRIPTION
 LX1634
 LX1634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1634'4.5 MILE NE FROM IN WALLINGFORD.
 LX1634'4.5 MILE NORTHEAST ALONG STATE HIGHWAY 5, FROM THE JUNCTION OF
 LX1634'STATE HIGHWAYS 5 AND 150 IN WALLINGFORD, SET AT THE SOUTHWEST
 LX1634'ENTRANCE TO HOLY TRINITY CEMETERY, 1 FOOT SOUTHEAST OF THE SOUTHEAST
 LX1634'FACE OF A STONE WALL FENCE, 11 FEET NORTHEAST OF THE CENTER LINE OF
 LX1634'THE ENTRANCE TO THE CEMETERY, 29.5 FEET NORTHWEST OF THE CENTER
 LX1634'LINE OF HIGHWAY 5, DIRECTLY ACROSS THE STREET FROM A 2 STORY HOUSE
 LX1634'NUMBER 347, ROD DRIVEN TO REFUSAL.
 LX1634
 LX1634                          STATION RECOVERY (1999)
 LX1634
 LX1634'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX1634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1993 ***********************************************************************
 LX1993  DESIGNATION -  R 53
 LX1993  PID         -  LX1993
 LX1993  STATE/COUNTY-  CT/LITCHFIELD
 LX1993  USGS QUAD   -  NORFOLK (1969)
 LX1993
 LX1993                         *CURRENT SURVEY CONTROL
 LX1993  ___________________________________________________________________
 LX1993* NAD 83(1986)-  41 58 36.     (N)    073 08 49.     (W)     SCALED    
 LX1993* NAVD 88     -       417.895  (meters)    1371.04   (feet)  ADJUSTED  
 LX1993  ___________________________________________________________________
 LX1993  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX1993  DYNAMIC HT  -         417.750 (meters)    1370.57  (feet)  COMP
 LX1993  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 LX1993
 LX1993  VERT ORDER  -  FIRST     CLASS II
 LX1993
 LX1993.The horizontal coordinates were scaled from a topographic map and have
 LX1993.an estimated accuracy of +/- 6 seconds.
 LX1993
 LX1993.The orthometric height was determined by differential leveling
 LX1993.and adjusted by the National Geodetic Survey in June 1991..
 LX1993
 LX1993.The geoid height was determined by GEOID03.
 LX1993
 LX1993.The dynamic height is computed by dividing the NAVD 88
 LX1993.geopotential number by the normal gravity value computed on the
 LX1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1993.degrees latitude (g = 980.6199 gals.).
 LX1993
 LX1993.The modeled gravity was interpolated from observed gravity values.
 LX1993
 LX1993;                    North         East    Units  Estimated Accuracy
 LX1993;SPC CT       -   279,460.      271,900.      MT  (+/- 180 meters Scaled)
 LX1993
 LX1993                          SUPERSEDED SURVEY CONTROL
 LX1993
 LX1993.No superseded survey control is available for this station.
 LX1993
 LX1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM535488(NAD 83)
 LX1993_MARKER: DB = BENCH MARK DISK
 LX1993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1993_SP_SET: CULVERT
 LX1993_STAMPING: R 53 1984
 LX1993_MARK LOGO: NGS   
 LX1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1993+STABILITY: SURFACE MOTION
 LX1993
 LX1993  HISTORY     - Date     Condition        Report By
 LX1993  HISTORY     - 1984     MONUMENTED       NGS
 LX1993
 LX1993                          STATION DESCRIPTION
 LX1993
 LX1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1993'5.2 KM (3.25 MI) ESE FROM NORFOLK.
 LX1993'5.2 KM (3.25 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN
 LX1993'HALL IN NORFOLK TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH CORNER OF
 LX1993'THE HEADWALL OF A BOX CULVERT, 6.55 METERS (21.5 FT) NORTHEAST OF THE
 LX1993'CENTERLINE OF THE HIGHWAY, 65.83 METERS (216.0 FT) NORTHWEST OF THE
 LX1993'NORTHWEST OF THE COLBROOK TOWN LIMIT SIGN.  12.19 METERS (40.0 FT)
 LX1993'NORTHWEST OF POWER POLE 833.
 LX1993'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1874 ***********************************************************************
 LX1874  DESIGNATION -  R 54
 LX1874  PID         -  LX1874
 LX1874  STATE/COUNTY-  CT/FAIRFIELD
 LX1874  USGS QUAD   -  NORWALK NORTH (1975)
 LX1874
 LX1874                         *CURRENT SURVEY CONTROL
 LX1874  ___________________________________________________________________
 LX1874* NAD 83(1986)-  41 14 20.     (N)    073 25 53.     (W)     SCALED    
 LX1874* NAVD 88     -        82.586  (meters)     270.95   (feet)  ADJUSTED  
 LX1874  ___________________________________________________________________
 LX1874  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1874  DYNAMIC HT  -          82.558 (meters)     270.86  (feet)  COMP
 LX1874  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX1874
 LX1874  VERT ORDER  -  FIRST     CLASS II
 LX1874
 LX1874.The horizontal coordinates were scaled from a topographic map and have
 LX1874.an estimated accuracy of +/- 6 seconds.
 LX1874
 LX1874.The orthometric height was determined by differential leveling
 LX1874.and adjusted by the National Geodetic Survey in June 1991..
 LX1874
 LX1874.The geoid height was determined by GEOID03.
 LX1874
 LX1874.The dynamic height is computed by dividing the NAVD 88
 LX1874.geopotential number by the normal gravity value computed on the
 LX1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1874.degrees latitude (g = 980.6199 gals.).
 LX1874
 LX1874.The modeled gravity was interpolated from observed gravity values.
 LX1874
 LX1874;                    North         East    Units  Estimated Accuracy
 LX1874;SPC CT       -   197,670.      247,680.      MT  (+/- 180 meters Scaled)
 LX1874
 LX1874                          SUPERSEDED SURVEY CONTROL
 LX1874
 LX1874.No superseded survey control is available for this station.
 LX1874
 LX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL314664(NAD 83)
 LX1874_MARKER: DB = BENCH MARK DISK
 LX1874_SETTING: 66 = SET IN ROCK OUTCROP
 LX1874_SP_SET: ROCK OUTCROP
 LX1874_STAMPING: R 54 1984
 LX1874_MARK LOGO: NGS   
 LX1874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1874+STABILITY: POSITION/ELEVATION WELL
 LX1874
 LX1874  HISTORY     - Date     Condition        Report By
 LX1874  HISTORY     - 1984     MONUMENTED       NGS
 LX1874  HISTORY     - 1985     GOOD             NGS
 LX1874
 LX1874                          STATION DESCRIPTION
 LX1874
 LX1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1874'5.9 KM (3.65 MI) NORTH FROM WILTON.
 LX1874'5.9 KM (3.65 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1874'WILTON TO THE MARK ON THE RIGHT, IN FRONT OF THE WILTON TENNIS
 LX1874'BUILDING AT 644 DANBURY ROAD, 26.52 METERS (87.0 FT) EAST OF THE
 LX1874'CENTERLINE OF THE HIGHWAY, 13.14 METERS (43.1 FT) NORTH-NORTHWEST OF
 LX1874'THE SOUTHWEST CORNER OF THE BUILDING, 5.79 METERS (19.0 FT) WEST OF
 LX1874'THE WEST FACE OF THE BUILDING.
 LX1874'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX1874
 LX1874                          STATION RECOVERY (1985)
 LX1874
 LX1874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2025 ***********************************************************************
 LX2025  DESIGNATION -  R 55
 LX2025  PID         -  LX2025
 LX2025  STATE/COUNTY-  CT/HARTFORD
 LX2025  USGS QUAD   -  TARIFFVILLE (1984)
 LX2025
 LX2025                         *CURRENT SURVEY CONTROL
 LX2025  ___________________________________________________________________
 LX2025* NAD 83(1986)-  41 57 29.     (N)    072 51 34.     (W)     SCALED    
 LX2025* NAVD 88     -       158.494  (meters)     519.99   (feet)  ADJUSTED  
 LX2025  ___________________________________________________________________
 LX2025  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 LX2025  DYNAMIC HT  -         158.447 (meters)     519.84  (feet)  COMP
 LX2025  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 LX2025
 LX2025  VERT ORDER  -  FIRST     CLASS II
 LX2025
 LX2025.The horizontal coordinates were scaled from a topographic map and have
 LX2025.an estimated accuracy of +/- 6 seconds.
 LX2025
 LX2025.The orthometric height was determined by differential leveling
 LX2025.and adjusted by the National Geodetic Survey in June 1991..
 LX2025
 LX2025.The geoid height was determined by GEOID03.
 LX2025
 LX2025.The dynamic height is computed by dividing the NAVD 88
 LX2025.geopotential number by the normal gravity value computed on the
 LX2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2025.degrees latitude (g = 980.6199 gals.).
 LX2025
 LX2025.The modeled gravity was interpolated from observed gravity values.
 LX2025
 LX2025;                    North         East    Units  Estimated Accuracy
 LX2025;SPC CT       -   277,320.      295,730.      MT  (+/- 180 meters Scaled)
 LX2025
 LX2025                          SUPERSEDED SURVEY CONTROL
 LX2025
 LX2025.No superseded survey control is available for this station.
 LX2025
 LX2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM773473(NAD 83)
 LX2025_MARKER: DB = BENCH MARK DISK
 LX2025_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2025_SP_SET: ABUTMENT
 LX2025_STAMPING: R 55 1984
 LX2025_MARK LOGO: NGS   
 LX2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2025
 LX2025  HISTORY     - Date     Condition        Report By
 LX2025  HISTORY     - 1984     MONUMENTED       NGS
 LX2025
 LX2025                          STATION DESCRIPTION
 LX2025
 LX2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2025'0.5 KM (0.3 MI) SW FROM WEST GRANBY.
 LX2025'0.5 KM (0.3 MI) SOUTHWEST ALONG STATE HIGHWAY 219 FROM THE JUNCTION OF
 LX2025'STATE HIGHWAY 20 IN WEST GRANBY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2025'THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE OVER
 LX2025'A CREEK, 6.40 METERS (21.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2025'HIGHWAY, 1.52 METERS (5.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX2025'NORTHWEST CONCRETE GUARD RAIL OF THE BRIDGE.
 LX2025'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1685 ***********************************************************************
 LW1685  DESIGNATION -  R 56
 LW1685  PID         -  LW1685
 LW1685  STATE/COUNTY-  CT/WINDHAM
 LW1685  USGS QUAD   -  PUTNAM (1970)
 LW1685
 LW1685                         *CURRENT SURVEY CONTROL
 LW1685  ___________________________________________________________________
 LW1685* NAD 83(1986)-  41 53 04.     (N)    071 52 30.     (W)     SCALED    
 LW1685* NAVD 88     -       123.802  (meters)     406.17   (feet)  ADJUSTED  
 LW1685  ___________________________________________________________________
 LW1685  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LW1685  DYNAMIC HT  -         123.760 (meters)     406.04  (feet)  COMP
 LW1685  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 LW1685
 LW1685  VERT ORDER  -  FIRST     CLASS II
 LW1685
 LW1685.The horizontal coordinates were scaled from a topographic map and have
 LW1685.an estimated accuracy of +/- 6 seconds.
 LW1685
 LW1685.The orthometric height was determined by differential leveling
 LW1685.and adjusted by the National Geodetic Survey in June 1991..
 LW1685
 LW1685.The geoid height was determined by GEOID03.
 LW1685
 LW1685.The dynamic height is computed by dividing the NAVD 88
 LW1685.geopotential number by the normal gravity value computed on the
 LW1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1685.degrees latitude (g = 980.6199 gals.).
 LW1685
 LW1685.The modeled gravity was interpolated from observed gravity values.
 LW1685
 LW1685;                    North         East    Units  Estimated Accuracy
 LW1685;SPC CT       -   269,510.      377,430.      MT  (+/- 180 meters Scaled)
 LW1685
 LW1685                          SUPERSEDED SURVEY CONTROL
 LW1685
 LW1685.No superseded survey control is available for this station.
 LW1685
 LW1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG614409(NAD 83)
 LW1685_MARKER: DB = BENCH MARK DISK
 LW1685_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1685_SP_SET: HEADWALL
 LW1685_STAMPING: R 56 1984
 LW1685_MARK LOGO: NGS   
 LW1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1685+STABILITY: SURFACE MOTION
 LW1685
 LW1685  HISTORY     - Date     Condition        Report By
 LW1685  HISTORY     - 1984     MONUMENTED       NGS
 LW1685  HISTORY     - 19961207 GOOD             USPSQD
 LW1685
 LW1685                          STATION DESCRIPTION
 LW1685
 LW1685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1685'4.9 KM (3.05 MI) SSE FROM PUTNAM.
 LW1685'4.9 KM (3.05 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LW1685'JUNCTION OF U.S. HIGHWAY 44 IN PUTNAM TO THE MARK ON THE LEFT, IN TOP
 LW1685'OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 LW1685'HIGHWAY, 0.2 KM (0.1 MI) SOUTH OF THE PUTNAM AND LILLINGLY TOWN LINE,
 LW1685'6.24 METERS (20.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LW1685'22.40 METERS (73.5 FT) NORTH OF A POWER POLE WITH A TRANSFORMER,
 LW1685'0.30 METER (1.0 FT) SOUTH OF THE NORTH END OF THE EAST HEADWALL OF THE
 LW1685'CULVERT.
 LW1685'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 LW1685'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1685
 LW1685                          STATION RECOVERY (1996)
 LW1685
 LW1685'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1916 ***********************************************************************
 LX1916  DESIGNATION -  R 57
 LX1916  PID         -  LX1916
 LX1916  STATE/COUNTY-  CT/LITCHFIELD
 LX1916  USGS QUAD   -  NEW MILFORD (1984)
 LX1916
 LX1916                         *CURRENT SURVEY CONTROL
 LX1916  ___________________________________________________________________
 LX1916* NAD 83(1986)-  41 33 05.     (N)    073 25 02.     (W)     SCALED    
 LX1916* NAVD 88     -        76.596  (meters)     251.30   (feet)  ADJUSTED  
 LX1916  ___________________________________________________________________
 LX1916  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1916  DYNAMIC HT  -          76.571 (meters)     251.22  (feet)  COMP
 LX1916  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 LX1916
 LX1916  VERT ORDER  -  FIRST     CLASS II
 LX1916
 LX1916.The horizontal coordinates were scaled from a topographic map and have
 LX1916.an estimated accuracy of +/- 6 seconds.
 LX1916
 LX1916.The orthometric height was determined by differential leveling
 LX1916.and adjusted by the National Geodetic Survey in June 1991..
 LX1916
 LX1916.The geoid height was determined by GEOID03.
 LX1916
 LX1916.The dynamic height is computed by dividing the NAVD 88
 LX1916.geopotential number by the normal gravity value computed on the
 LX1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1916.degrees latitude (g = 980.6199 gals.).
 LX1916
 LX1916.The modeled gravity was interpolated from observed gravity values.
 LX1916
 LX1916;                    North         East    Units  Estimated Accuracy
 LX1916;SPC CT       -   232,360.      249,140.      MT  (+/- 180 meters Scaled)
 LX1916
 LX1916                          SUPERSEDED SURVEY CONTROL
 LX1916
 LX1916.No superseded survey control is available for this station.
 LX1916
 LX1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM320011(NAD 83)
 LX1916_MARKER: I = METAL ROD
 LX1916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1916_SP_SET: STAINLESS STEEL ROD
 LX1916_STAMPING: R 57 1984
 LX1916_MARK LOGO: NGS   
 LX1916_PROJECTION: FLUSH
 LX1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1916_ROD/PIPE-DEPTH: 12.1 meters
 LX1916
 LX1916  HISTORY     - Date     Condition        Report By
 LX1916  HISTORY     - 1984     MONUMENTED       NGS
 LX1916
 LX1916                          STATION DESCRIPTION
 LX1916
 LX1916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1916'1.6 KM (1.0 MI) SOUTH FROM NEW MILFORD.
 LX1916'1.6 KM (1.0 MI) SOUTH ALONG U.S. HIGHWAYS 7 AND 202 FROM THE JUNCTION
 LX1916'OF PICKETT DISTRICT ROAD IN NEW MILFORD TO THE MARK ON THE RIGHT, ON
 LX1916'THE SOUTHWEST SIDE OF A SIGN (BRADLEES - SUPER STOP AND SHOP) AT THE
 LX1916'NEW MILFORD SHOPPING CENTER, 15.39 METERS (50.5 FT) NORTHWEST OF THE
 LX1916'CENTERLINE OF THE HIGHWAY, 1.25 METERS (4.1 FT) SOUTH-SOUTHWEST OF THE
 LX1916'APPROXIMATE CENTER OF THE CONCRETE BASE OF THE SIGN.
 LX1916'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1970 ***********************************************************************
 LX1970  DESIGNATION -  R 58
 LX1970  PID         -  LX1970
 LX1970  STATE/COUNTY-  CT/LITCHFIELD
 LX1970  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1970
 LX1970                         *CURRENT SURVEY CONTROL
 LX1970  ___________________________________________________________________
 LX1970* NAD 83(1986)-  41 52 52.     (N)    073 22 04.     (W)     SCALED    
 LX1970* NAVD 88     -       171.967  (meters)     564.20   (feet)  ADJUSTED  
 LX1970  ___________________________________________________________________
 LX1970  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX1970  DYNAMIC HT  -         171.907 (meters)     564.00  (feet)  COMP
 LX1970  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LX1970
 LX1970  VERT ORDER  -  FIRST     CLASS II
 LX1970
 LX1970.The horizontal coordinates were scaled from a topographic map and have
 LX1970.an estimated accuracy of +/- 6 seconds.
 LX1970
 LX1970.The orthometric height was determined by differential leveling
 LX1970.and adjusted by the National Geodetic Survey in June 1991..
 LX1970
 LX1970.The geoid height was determined by GEOID03.
 LX1970
 LX1970.The dynamic height is computed by dividing the NAVD 88
 LX1970.geopotential number by the normal gravity value computed on the
 LX1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1970.degrees latitude (g = 980.6199 gals.).
 LX1970
 LX1970.The modeled gravity was interpolated from observed gravity values.
 LX1970
 LX1970;                    North         East    Units  Estimated Accuracy
 LX1970;SPC CT       -   268,950.      253,520.      MT  (+/- 180 meters Scaled)
 LX1970
 LX1970                          SUPERSEDED SURVEY CONTROL
 LX1970
 LX1970.No superseded survey control is available for this station.
 LX1970
 LX1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM354378(NAD 83)
 LX1970_MARKER: DB = BENCH MARK DISK
 LX1970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1970_SP_SET: WINGWALL
 LX1970_STAMPING: R 58 1984
 LX1970_MARK LOGO: NGS   
 LX1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1970+STABILITY: SURFACE MOTION
 LX1970
 LX1970  HISTORY     - Date     Condition        Report By
 LX1970  HISTORY     - 1984     MONUMENTED       NGS
 LX1970  HISTORY     - 1985     GOOD             NGS
 LX1970
 LX1970                          STATION DESCRIPTION
 LX1970
 LX1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1970'8.3 KM (5.15 MI) NORTH FROM CORNWALL BRIDGE.
 LX1970'8.3 KM (5.15 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1970'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST
 LX1970'WINGWALL OF A BOX CULVERT FOR A SMALL STREAM, 5.18 METERS (17.0 FT)
 LX1970'WEST OF THE CENTERLINE OF THE HIGHWAY.
 LX1970'THE MARK IS 0.8 METERS  SW FROM  HIGHWAY
 LX1970'THE MARK IS 0.1 M BELOW HIGHWAY.
 LX1970
 LX1970                          STATION RECOVERY (1985)
 LX1970
 LX1970'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1946 ***********************************************************************
 LX1946  DESIGNATION -  R 59
 LX1946  PID         -  LX1946
 LX1946  STATE/COUNTY-  CT/LITCHFIELD
 LX1946  USGS QUAD   -  KENT (1971)
 LX1946
 LX1946                         *CURRENT SURVEY CONTROL
 LX1946  ___________________________________________________________________
 LX1946* NAD 83(1986)-  41 44 02.     (N)    073 28 07.     (W)     SCALED    
 LX1946* NAVD 88     -       134.610  (meters)     441.63   (feet)  ADJUSTED  
 LX1946  ___________________________________________________________________
 LX1946  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX1946  DYNAMIC HT  -         134.563 (meters)     441.48  (feet)  COMP
 LX1946  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX1946
 LX1946  VERT ORDER  -  FIRST     CLASS II
 LX1946
 LX1946.The horizontal coordinates were scaled from a topographic map and have
 LX1946.an estimated accuracy of +/- 6 seconds.
 LX1946
 LX1946.The orthometric height was determined by differential leveling
 LX1946.and adjusted by the National Geodetic Survey in June 1991..
 LX1946
 LX1946.The geoid height was determined by GEOID03.
 LX1946
 LX1946.The dynamic height is computed by dividing the NAVD 88
 LX1946.geopotential number by the normal gravity value computed on the
 LX1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1946.degrees latitude (g = 980.6199 gals.).
 LX1946
 LX1946.The modeled gravity was interpolated from observed gravity values.
 LX1946
 LX1946;                    North         East    Units  Estimated Accuracy
 LX1946;SPC CT       -   252,660.      245,020.      MT  (+/- 180 meters Scaled)
 LX1946
 LX1946                          SUPERSEDED SURVEY CONTROL
 LX1946
 LX1946.No superseded survey control is available for this station.
 LX1946
 LX1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM273213(NAD 83)
 LX1946_MARKER: DB = BENCH MARK DISK
 LX1946_SETTING: 66 = SET IN ROCK OUTCROP
 LX1946_SP_SET: ROCK OUTCROP
 LX1946_STAMPING: R 59 1984
 LX1946_MARK LOGO: NGS   
 LX1946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1946+STABILITY: POSITION/ELEVATION WELL
 LX1946
 LX1946  HISTORY     - Date     Condition        Report By
 LX1946  HISTORY     - 1984     MONUMENTED       NGS
 LX1946
 LX1946                          STATION DESCRIPTION
 LX1946
 LX1946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1946'1.3 KM (0.8 MI) NORTH FROM KENT.
 LX1946'1.3 KM (0.8 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1946'HIGHWAY 341 IN KENT TO THE JUNCTION OF COBBLE LANE AND THE MARK ON THE
 LX1946'RIGHT, IN TOP OF A LARGE ROCK OUTCROP, 41.76 METERS (137.0 FT)
 LX1946'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.66 METERS (12.0 FT)
 LX1946'SOUTH-SOUTHEAST OF THE CENTER OF THE LANE, 4.36 METERS (14.3 FT)
 LX1946'NORTH-NORTHWEST OF A 61-CM (24-IN) HICKORY TREE.
 LX1946'THE MARK IS 0.2 M ABOVE LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1705 ***********************************************************************
 LW1705  DESIGNATION -  R 62
 LW1705  PID         -  LW1705
 LW1705  STATE/COUNTY-  CT/WINDHAM
 LW1705  USGS QUAD   -  PLAINFIELD (1983)
 LW1705
 LW1705                         *CURRENT SURVEY CONTROL
 LW1705  ___________________________________________________________________
 LW1705* NAD 83(1986)-  41 41 55.     (N)    071 54 32.     (W)     SCALED    
 LW1705* NAVD 88     -        78.305  (meters)     256.91   (feet)  ADJUSTED  
 LW1705  ___________________________________________________________________
 LW1705  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LW1705  DYNAMIC HT  -          78.278 (meters)     256.82  (feet)  COMP
 LW1705  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW1705
 LW1705  VERT ORDER  -  FIRST     CLASS II
 LW1705
 LW1705.The horizontal coordinates were scaled from a topographic map and have
 LW1705.an estimated accuracy of +/- 6 seconds.
 LW1705
 LW1705.The orthometric height was determined by differential leveling
 LW1705.and adjusted by the National Geodetic Survey in June 1991..
 LW1705
 LW1705.The geoid height was determined by GEOID03.
 LW1705
 LW1705.The dynamic height is computed by dividing the NAVD 88
 LW1705.geopotential number by the normal gravity value computed on the
 LW1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1705.degrees latitude (g = 980.6199 gals.).
 LW1705
 LW1705.The modeled gravity was interpolated from observed gravity values.
 LW1705
 LW1705;                    North         East    Units  Estimated Accuracy
 LW1705;SPC CT       -   248,840.      374,810.      MT  (+/- 180 meters Scaled)
 LW1705
 LW1705                          SUPERSEDED SURVEY CONTROL
 LW1705
 LW1705.No superseded survey control is available for this station.
 LW1705
 LW1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG579204(NAD 83)
 LW1705_MARKER: DB = BENCH MARK DISK
 LW1705_SETTING: 66 = SET IN ROCK OUTCROP
 LW1705_SP_SET: ROCK OUTCROP
 LW1705_STAMPING: R 62 1984
 LW1705_MARK LOGO: NGS   
 LW1705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1705+STABILITY: POSITION/ELEVATION WELL
 LW1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1705+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 LW1705
 LW1705  HISTORY     - Date     Condition        Report By
 LW1705  HISTORY     - 1984     MONUMENTED       NGS
 LW1705  HISTORY     - 19961125 GOOD             USPSQD
 LW1705  HISTORY     - 20050223 GOOD             EASTOP
 LW1705
 LW1705                          STATION DESCRIPTION
 LW1705
 LW1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1705'2.0 KM (1.25 MI) NORTH FROM PLAINFIELD.
 LW1705'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1705'STATE HIGHWAY 14A WEST IN PLAINFIELD TO THE MARK ON THE LEFT, IN TOP
 LW1705'AND ABOUT CENTERED IN A 3.7 BY 4.3 METER (12 BY 14 FT) EXPOSED OUTCROP
 LW1705'PROJECTING 0.9 METER (3 FT) ABOVE THE GROUND, ALSO 2.5 KM (1.55 MI)
 LW1705'SOUTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE HIGHWAY 14
 LW1705'WEST IN CENTRAL VILLAGE, 15.39 METERS (50.5 FT) WEST OF THE CENTERLINE
 LW1705'OF THE HIGHWAY, 22.60 METERS (74.0 FT) NORTHWEST OF THE WEST METAL
 LW1705'POST OF THE PLAINFIELD TOWN LIMIT SIGN, 18.0 METERS (59.0 FT)
 LW1705'SOUTHWEST OF A 91 CM (36 IN) MAPLE TREE, THE SOUTH ONE OF A ROW OF
 LW1705'EIGHT.
 LW1705'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LW1705'THE MARK IS 1.2 M ABOVE HIGHWAY.
 LW1705
 LW1705                          STATION RECOVERY (1996)
 LW1705
 LW1705'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1705'RECOVERED IN GOOD CONDITION.
 LW1705
 LW1705                          STATION RECOVERY (2005)
 LW1705
 LW1705'RECOVERY NOTE BY EASTERN TOPOGRAPHICS 2005 (DJ)
 LW1705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2080 ***********************************************************************
 LX2080  DESIGNATION -  R 63
 LX2080  PID         -  LX2080
 LX2080  STATE/COUNTY-  CT/TOLLAND
 LX2080  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2080
 LX2080                         *CURRENT SURVEY CONTROL
 LX2080  ___________________________________________________________________
 LX2080* NAD 83(1986)-  41 58 28.     (N)    072 22 17.     (W)     SCALED    
 LX2080* NAVD 88     -       223.456  (meters)     733.12   (feet)  ADJUSTED  
 LX2080  ___________________________________________________________________
 LX2080  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2080  DYNAMIC HT  -         223.386 (meters)     732.89  (feet)  COMP
 LX2080  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 LX2080
 LX2080  VERT ORDER  -  FIRST     CLASS II
 LX2080
 LX2080.The horizontal coordinates were scaled from a topographic map and have
 LX2080.an estimated accuracy of +/- 6 seconds.
 LX2080
 LX2080.The orthometric height was determined by differential leveling
 LX2080.and adjusted by the National Geodetic Survey in June 1991..
 LX2080
 LX2080.The geoid height was determined by GEOID03.
 LX2080
 LX2080.The dynamic height is computed by dividing the NAVD 88
 LX2080.geopotential number by the normal gravity value computed on the
 LX2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2080.degrees latitude (g = 980.6199 gals.).
 LX2080
 LX2080.The modeled gravity was interpolated from observed gravity values.
 LX2080
 LX2080;                    North         East    Units  Estimated Accuracy
 LX2080;SPC CT       -   279,200.      336,180.      MT  (+/- 180 meters Scaled)
 LX2080
 LX2080                          SUPERSEDED SURVEY CONTROL
 LX2080
 LX2080.No superseded survey control is available for this station.
 LX2080
 LX2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM177502(NAD 83)
 LX2080_MARKER: DB = BENCH MARK DISK
 LX2080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2080_SP_SET: HEADWALL
 LX2080_STAMPING: R 63 1984
 LX2080_MARK LOGO: NGS   
 LX2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2080+STABILITY: SURFACE MOTION
 LX2080
 LX2080  HISTORY     - Date     Condition        Report By
 LX2080  HISTORY     - 1984     MONUMENTED       NGS
 LX2080  HISTORY     - 20041016 GOOD             GEOCAC
 LX2080
 LX2080                          STATION DESCRIPTION
 LX2080
 LX2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2080'5.0 KM (3.1 MI) EAST FROM SOMERS.
 LX2080'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2080'SOMERS TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST HEADWALL OF A
 LX2080'CULVERT UNDER THE HIGHWAY, 6.40 METERS (21.0 FT) SOUTHWEST OF THE
 LX2080'CENTERLINE OF THE HIGHWAY, 0.61 METERS (2.0 FT) SOUTHEAST OF THE
 LX2080'NORTHWEST END OF THE HEADWALL.
 LX2080'THE MARK IS 1.3 METERS  WNW FROM A WITNESS POST.
 LX2080'THE MARK IS 0.1 M ABOVE HIGHWAY.
 LX2080
 LX2080                          STATION RECOVERY (2004)
 LX2080
 LX2080'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2128 ***********************************************************************
 LX2128  DESIGNATION -  R 64
 LX2128  PID         -  LX2128
 LX2128  STATE/COUNTY-  CT/NEW LONDON
 LX2128  USGS QUAD   -  NORWICH (1983)
 LX2128
 LX2128                         *CURRENT SURVEY CONTROL
 LX2128  ___________________________________________________________________
 LX2128* NAD 83(1986)-  41 37 03.     (N)    072 06 46.     (W)     SCALED    
 LX2128* NAVD 88     -        44.094  (meters)     144.67   (feet)  ADJUSTED  
 LX2128  ___________________________________________________________________
 LX2128  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX2128  DYNAMIC HT  -          44.079 (meters)     144.62  (feet)  COMP
 LX2128  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 LX2128
 LX2128  VERT ORDER  -  FIRST     CLASS II
 LX2128
 LX2128.The horizontal coordinates were scaled from a topographic map and have
 LX2128.an estimated accuracy of +/- 6 seconds.
 LX2128
 LX2128.The orthometric height was determined by differential leveling
 LX2128.and adjusted by the National Geodetic Survey in June 1991..
 LX2128
 LX2128.The geoid height was determined by GEOID03.
 LX2128
 LX2128.The dynamic height is computed by dividing the NAVD 88
 LX2128.geopotential number by the normal gravity value computed on the
 LX2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2128.degrees latitude (g = 980.6199 gals.).
 LX2128
 LX2128.The modeled gravity was interpolated from observed gravity values.
 LX2128
 LX2128;                    North         East    Units  Estimated Accuracy
 LX2128;SPC CT       -   239,690.      357,910.      MT  (+/- 180 meters Scaled)
 LX2128
 LX2128                          SUPERSEDED SURVEY CONTROL
 LX2128
 LX2128.No superseded survey control is available for this station.
 LX2128
 LX2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM405113(NAD 83)
 LX2128_MARKER: DB = BENCH MARK DISK
 LX2128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2128_SP_SET: HEADWALL
 LX2128_STAMPING: R 64 1984
 LX2128_MARK LOGO: NGS   
 LX2128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2128+STABILITY: SURFACE MOTION
 LX2128
 LX2128  HISTORY     - Date     Condition        Report By
 LX2128  HISTORY     - 1984     MONUMENTED       NGS
 LX2128  HISTORY     - 19901008 GOOD             USPSQD
 LX2128  HISTORY     - 20060509 GOOD             USPSQD
 LX2128
 LX2128                          STATION DESCRIPTION
 LX2128
 LX2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2128'2.5 KM (1.55 MI) WNW FROM BALTIC.
 LX2128'2.5 KM (1.55 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 207 FROM THE
 LX2128'JUNCTION OF STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE RIGHT, IN
 LX2128'TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER
 LX2128'THE HIGHWAY, 11.60 METERS (38.0 FT) NORTH OF THE CENTERLINE OF THE
 LX2128'HIGHWAY, 0.21 METER (0.7 FT) EAST OF THE WEST END OF THE HEADWALL OF
 LX2128'THE CULVERT.
 LX2128'THE MARK IS 2.13 M BELOW HIGHWAY.
 LX2128
 LX2128                          STATION RECOVERY (1990)
 LX2128
 LX2128'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2128'RECOVERED IN GOOD CONDITION.
 LX2128
 LX2128                          STATION RECOVERY (2006)
 LX2128
 LX2128'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX2128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2158 ***********************************************************************
 LX2158  DESIGNATION -  R 65
 LX2158  PID         -  LX2158
 LX2158  STATE/COUNTY-  CT/TOLLAND
 LX2158  USGS QUAD   -  MARLBOROUGH (1984)
 LX2158
 LX2158                         *CURRENT SURVEY CONTROL
 LX2158  ___________________________________________________________________
 LX2158* NAD 83(1986)-  41 44 39.     (N)    072 23 05.     (W)     SCALED    
 LX2158* NAVD 88     -        95.472  (meters)     313.23   (feet)  ADJUSTED  
 LX2158  ___________________________________________________________________
 LX2158  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2158  DYNAMIC HT  -          95.440 (meters)     313.12  (feet)  COMP
 LX2158  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 LX2158
 LX2158  VERT ORDER  -  FIRST     CLASS II
 LX2158
 LX2158.The horizontal coordinates were scaled from a topographic map and have
 LX2158.an estimated accuracy of +/- 6 seconds.
 LX2158
 LX2158.The orthometric height was determined by differential leveling
 LX2158.and adjusted by the National Geodetic Survey in June 1991..
 LX2158
 LX2158.The geoid height was determined by GEOID03.
 LX2158
 LX2158.The dynamic height is computed by dividing the NAVD 88
 LX2158.geopotential number by the normal gravity value computed on the
 LX2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2158.degrees latitude (g = 980.6199 gals.).
 LX2158
 LX2158.The modeled gravity was interpolated from observed gravity values.
 LX2158
 LX2158;                    North         East    Units  Estimated Accuracy
 LX2158;SPC CT       -   253,620.      335,190.      MT  (+/- 180 meters Scaled)
 LX2158
 LX2158                          SUPERSEDED SURVEY CONTROL
 LX2158
 LX2158.No superseded survey control is available for this station.
 LX2158
 LX2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM174246(NAD 83)
 LX2158_MARKER: DB = BENCH MARK DISK
 LX2158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2158_SP_SET: HEADWALL
 LX2158_STAMPING: R 65 1984
 LX2158_MARK LOGO: NGS   
 LX2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2158+STABILITY: SURFACE MOTION
 LX2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2158+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 LX2158
 LX2158  HISTORY     - Date     Condition        Report By
 LX2158  HISTORY     - 1984     MONUMENTED       NGS
 LX2158  HISTORY     - 20020129 GOOD             USPSQD
 LX2158
 LX2158                          STATION DESCRIPTION
 LX2158
 LX2158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2158'0.9 KM (0.55 MI) NW FROM ANDOVER.
 LX2158'0.9 KM (0.55 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LX2158'IN ANDOVER TO THE MARK ON THE LEFT, IN TOP OF THE NORTHWEST END OF THE
 LX2158'SOUTHWEST HEADWALL OF A CULVERT UNDER THE HIGHWAY AND ACROSS THE
 LX2158'HIGHWAY FROM UTILITY POLE 611, 7.31 METERS (24.0 FT) SOUTHWEST OF THE
 LX2158'CENTERLINE OF THE HIGHWAY, 18.59 METERS (61.0 FT) SOUTHEAST OF THE
 LX2158'CENTER OF A PRIVATE DRIVE, 0.18 METERS (0.6 FT) SOUTHEAST OF THE
 LX2158'NORTHWEST END OF THE HEADWALL.
 LX2158'THE MARK IS 3.05 METERS  WSW FROM A WITNESS POST.
 LX2158'THE MARK IS 0.91 M BELOW HIGHWAY.
 LX2158
 LX2158                          STATION RECOVERY (2002)
 LX2158
 LX2158'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2113 ***********************************************************************
 LX2113  DESIGNATION -  R 66
 LX2113  PID         -  LX2113
 LX2113  STATE/COUNTY-  CT/WINDHAM
 LX2113  USGS QUAD   -  EASTFORD (1983)
 LX2113
 LX2113                         *CURRENT SURVEY CONTROL
 LX2113  ___________________________________________________________________
 LX2113* NAD 83(1986)-  41 58 26.     (N)    072 02 38.     (W)     SCALED    
 LX2113* NAVD 88     -       227.701  (meters)     747.05   (feet)  ADJUSTED  
 LX2113  ___________________________________________________________________
 LX2113  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2113  DYNAMIC HT  -         227.626 (meters)     746.80  (feet)  COMP
 LX2113  MODELED GRAV-     980,285.6   (mgal)                       NAVD 88
 LX2113
 LX2113  VERT ORDER  -  FIRST     CLASS II
 LX2113
 LX2113.The horizontal coordinates were scaled from a topographic map and have
 LX2113.an estimated accuracy of +/- 6 seconds.
 LX2113
 LX2113.The orthometric height was determined by differential leveling
 LX2113.and adjusted by the National Geodetic Survey in June 1991..
 LX2113
 LX2113.The geoid height was determined by GEOID03.
 LX2113
 LX2113.The dynamic height is computed by dividing the NAVD 88
 LX2113.geopotential number by the normal gravity value computed on the
 LX2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2113.degrees latitude (g = 980.6199 gals.).
 LX2113
 LX2113.The modeled gravity was interpolated from observed gravity values.
 LX2113
 LX2113;                    North         East    Units  Estimated Accuracy
 LX2113;SPC CT       -   279,310.      363,330.      MT  (+/- 180 meters Scaled)
 LX2113
 LX2113                          SUPERSEDED SURVEY CONTROL
 LX2113
 LX2113.No superseded survey control is available for this station.
 LX2113
 LX2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM449511(NAD 83)
 LX2113_MARKER: DB = BENCH MARK DISK
 LX2113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2113_SP_SET: HEADWALL
 LX2113_STAMPING: R 66 1984
 LX2113_MARK LOGO: NGS   
 LX2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2113+STABILITY: SURFACE MOTION
 LX2113
 LX2113  HISTORY     - Date     Condition        Report By
 LX2113  HISTORY     - 1984     MONUMENTED       NGS
 LX2113  HISTORY     - 19961020 GOOD             USPSQD
 LX2113
 LX2113                          STATION DESCRIPTION
 LX2113
 LX2113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2113'5.0 KM (3.1 MI) WEST FROM NORTH WOODSTOCK.
 LX2113'5.0 KM (3.1 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2113'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT, IN TOP
 LX2113'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE
 LX2113'HIGHWAY, 8.99 METERS (29.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2113'HIGHWAY, 0.43 METER (1.4 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX2113'HEADWALL.
 LX2113'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 LX2113'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2113
 LX2113                          STATION RECOVERY (1996)
 LX2113
 LX2113'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2220 ***********************************************************************
 LX2220  DESIGNATION -  R 67
 LX2220  PID         -  LX2220
 LX2220  STATE/COUNTY-  CT/MIDDLESEX
 LX2220  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2220
 LX2220                         *CURRENT SURVEY CONTROL
 LX2220  ___________________________________________________________________
 LX2220* NAD 83(1986)-  41 30 25.     (N)    072 34 58.     (W)     SCALED    
 LX2220* NAVD 88     -        49.705  (meters)     163.07   (feet)  ADJUSTED  
 LX2220  ___________________________________________________________________
 LX2220  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX2220  DYNAMIC HT  -          49.688 (meters)     163.02  (feet)  COMP
 LX2220  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2220
 LX2220  VERT ORDER  -  FIRST     CLASS II
 LX2220
 LX2220.The horizontal coordinates were scaled from a topographic map and have
 LX2220.an estimated accuracy of +/- 6 seconds.
 LX2220
 LX2220.The orthometric height was determined by differential leveling
 LX2220.and adjusted by the National Geodetic Survey in June 1991..
 LX2220
 LX2220.The geoid height was determined by GEOID03.
 LX2220
 LX2220.The dynamic height is computed by dividing the NAVD 88
 LX2220.geopotential number by the normal gravity value computed on the
 LX2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2220.degrees latitude (g = 980.6199 gals.).
 LX2220
 LX2220.The modeled gravity was interpolated from observed gravity values.
 LX2220
 LX2220;                    North         East    Units  Estimated Accuracy
 LX2220;SPC CT       -   227,220.      318,760.      MT  (+/- 180 meters Scaled)
 LX2220
 LX2220                          SUPERSEDED SURVEY CONTROL
 LX2220
 LX2220.No superseded survey control is available for this station.
 LX2220
 LX2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL017978(NAD 83)
 LX2220_MARKER: DB = BENCH MARK DISK
 LX2220_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2220_SP_SET: ABUTMENT
 LX2220_STAMPING: R 67 1984
 LX2220_MARK LOGO: NGS   
 LX2220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2220+STABILITY: POSITION/ELEVATION WELL
 LX2220
 LX2220  HISTORY     - Date     Condition        Report By
 LX2220  HISTORY     - 1984     MONUMENTED       NGS
 LX2220
 LX2220                          STATION DESCRIPTION
 LX2220
 LX2220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2220'8.6 KM (5.35 MI) SE FROM MIDDLETOWN.
 LX2220'8.6 KM (5.35 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2220'MIDDLETOWN TO THE MARK ON THE RIGHT, IN TOP OF THE EAST END OF THE
 LX2220'SOUTH ABUTMENT OF A BRIDGE, ON BEDROCK, OVER A SMALL STREAM, 7.47
 LX2220'METERS (24.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LX2220'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2239 ***********************************************************************
 LX2239  DESIGNATION -  R 69
 LX2239  PID         -  LX2239
 LX2239  STATE/COUNTY-  CT/MIDDLESEX
 LX2239  USGS QUAD   -  DEEP RIVER (1971)
 LX2239
 LX2239                         *CURRENT SURVEY CONTROL
 LX2239  ___________________________________________________________________
 LX2239* NAD 83(1986)-  41 24 50.     (N)    072 26 30.     (W)     SCALED    
 LX2239* NAVD 88     -        13.337  (meters)      43.76   (feet)  ADJUSTED  
 LX2239  ___________________________________________________________________
 LX2239  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX2239  DYNAMIC HT  -          13.332 (meters)      43.74  (feet)  COMP
 LX2239  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX2239
 LX2239  VERT ORDER  -  FIRST     CLASS II
 LX2239
 LX2239.The horizontal coordinates were scaled from a topographic map and have
 LX2239.an estimated accuracy of +/- 6 seconds.
 LX2239
 LX2239.The orthometric height was determined by differential leveling
 LX2239.and adjusted by the National Geodetic Survey in June 1991..
 LX2239
 LX2239.The geoid height was determined by GEOID03.
 LX2239
 LX2239.The dynamic height is computed by dividing the NAVD 88
 LX2239.geopotential number by the normal gravity value computed on the
 LX2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2239.degrees latitude (g = 980.6199 gals.).
 LX2239
 LX2239.The modeled gravity was interpolated from observed gravity values.
 LX2239
 LX2239;                    North         East    Units  Estimated Accuracy
 LX2239;SPC CT       -   216,920.      330,580.      MT  (+/- 180 meters Scaled)
 LX2239
 LX2239                          SUPERSEDED SURVEY CONTROL
 LX2239
 LX2239.No superseded survey control is available for this station.
 LX2239
 LX2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL138878(NAD 83)
 LX2239_MARKER: DB = BENCH MARK DISK
 LX2239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2239_SP_SET: BRIDGE WINGWALL
 LX2239_STAMPING: R 69 1984
 LX2239_MARK LOGO: NGS   
 LX2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2239+STABILITY: SURFACE MOTION
 LX2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2239+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 LX2239
 LX2239  HISTORY     - Date     Condition        Report By
 LX2239  HISTORY     - 1984     MONUMENTED       NGS
 LX2239  HISTORY     - 1986     GOOD             NGS
 LX2239  HISTORY     - 1989     GOOD             USPSQD
 LX2239  HISTORY     - 19900317 GOOD             USPSQD
 LX2239  HISTORY     - 1991     GOOD             USPSQD
 LX2239  HISTORY     - 19950806 GOOD             USPSQD
 LX2239  HISTORY     - 19970210 GOOD             USPSQD
 LX2239  HISTORY     - 20060211 GOOD             USPSQD
 LX2239
 LX2239                          STATION DESCRIPTION
 LX2239
 LX2239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2239'3.9 KM (2.4 MI) NORTH FROM DEEP RIVER.
 LX2239'3.9 KM (2.4 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2239'DEEP RIVER TO THE MARK ON THE LEFT, IN THE SOUTHWEST WINGWALL OF A
 LX2239'SMALL BRIDGE, 6.0 METERS (20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX2239'HIGHWAY.
 LX2239'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2239
 LX2239                          STATION RECOVERY (1986)
 LX2239
 LX2239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2239'RECOVERED IN GOOD CONDITION, THE 1984 DESCRIPTION IS ADEQUATE EXCEPT
 LX2239'STATE HIGHWAY 9A IS NOW STATE HIGHWAY 154.  NOTE--NOT LEVELED TO IN
 LX2239'1986.
 LX2239
 LX2239                          STATION RECOVERY (1989)
 LX2239
 LX2239'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2239'RECOVERED IN GOOD CONDITION.
 LX2239
 LX2239                          STATION RECOVERY (1990)
 LX2239
 LX2239'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2239'RECOVERED IN GOOD CONDITION.
 LX2239
 LX2239                          STATION RECOVERY (1991)
 LX2239
 LX2239'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2239'RECOVERED IN GOOD CONDITION.
 LX2239
 LX2239                          STATION RECOVERY (1995)
 LX2239
 LX2239'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2239'RECOVERED IN GOOD CONDITION.
 LX2239
 LX2239                          STATION RECOVERY (1997)
 LX2239
 LX2239'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2239'RECOVERED IN GOOD CONDITION.
 LX2239
 LX2239                          STATION RECOVERY (2006)
 LX2239
 LX2239'RECOVERY NOTE BY US POWER SQUADRON 2006 (WHW)
 LX2239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0546 ***********************************************************************
 LX0546  DESIGNATION -  R 7
 LX0546  PID         -  LX0546
 LX0546  STATE/COUNTY-  CT/HARTFORD
 LX0546  USGS QUAD   -  BRISTOL (1984)
 LX0546
 LX0546                         *CURRENT SURVEY CONTROL
 LX0546  ___________________________________________________________________
 LX0546* NAD 83(1986)-  41 40 53.     (N)    072 56 58.     (W)     SCALED    
 LX0546* NAVD 88     -       112.736  (meters)     369.87   (feet)  ADJUSTED  
 LX0546  ___________________________________________________________________
 LX0546  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX0546  DYNAMIC HT  -         112.701 (meters)     369.75  (feet)  COMP
 LX0546  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 LX0546
 LX0546  VERT ORDER  -  FIRST     CLASS II
 LX0546
 LX0546.The horizontal coordinates were scaled from a topographic map and have
 LX0546.an estimated accuracy of +/- 6 seconds.
 LX0546
 LX0546.The orthometric height was determined by differential leveling
 LX0546.and adjusted by the National Geodetic Survey in June 1991..
 LX0546
 LX0546.The geoid height was determined by GEOID03.
 LX0546
 LX0546.The dynamic height is computed by dividing the NAVD 88
 LX0546.geopotential number by the normal gravity value computed on the
 LX0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0546.degrees latitude (g = 980.6199 gals.).
 LX0546
 LX0546.The modeled gravity was interpolated from observed gravity values.
 LX0546
 LX0546;                    North         East    Units  Estimated Accuracy
 LX0546;SPC CT       -   246,600.      288,200.      MT  (+/- 180 meters Scaled)
 LX0546
 LX0546                          SUPERSEDED SURVEY CONTROL
 LX0546
 LX0546  NGVD 29 (??/??/92)  113.002  (m)          370.74   (f) ADJ UNCH    1 2
 LX0546
 LX0546.Superseded values are not recommended for survey control.
 LX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0546.See file dsdata.txt to determine how the superseded data were derived.
 LX0546
 LX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM706164(NAD 83)
 LX0546_MARKER: DD = SURVEY DISK
 LX0546_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0546+WITH SETTING: PAVEMENT
 LX0546_STAMPING: 370.741 FT
 LX0546_MARK LOGO: USGS  
 LX0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0546+STABILITY: SURFACE MOTION
 LX0546
 LX0546  HISTORY     - Date     Condition        Report By
 LX0546  HISTORY     - UNK      MONUMENTED       USGS
 LX0546  HISTORY     - 1923     GOOD             NGS
 LX0546  HISTORY     - 1934     GOOD             LOCSUR
 LX0546  HISTORY     - 1984     GOOD             USPSQD
 LX0546  HISTORY     - 1985     GOOD             USPSQD
 LX0546  HISTORY     - 1985     GOOD             NGS
 LX0546
 LX0546                          STATION DESCRIPTION
 LX0546
 LX0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0546'AT BRISTOL.
 LX0546'AT BRISTOL, HARTFORD COUNTY, AT THE NORTH SIDE SCHOOL, AT THE
 LX0546'CORNER OF TERRYVILLE AVE. AND WEST STREET, IN A SLAB AT THE
 LX0546'W OF THE MAIN ENTRANCE.  A U.S. GEOLOGICAL SURVEY DISK, STAMPED
 LX0546'370.741 FT.
 LX0546
 LX0546                          STATION RECOVERY (1934)
 LX0546
 LX0546'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0546'RECOVERED IN GOOD CONDITION.
 LX0546
 LX0546                          STATION RECOVERY (1984)
 LX0546
 LX0546'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0546'AT THE CLARENCE A. BINGHAM SCHOOL, AT THE INTERSECTION OF WEST STREET
 LX0546'AND TERRYVILLE AVE. AT THE NORTH SIDE OF THE ENTRANCE TO BUILDING,
 LX0546'SET IN STONE 18 INCHES ABOVE WALKWAY.
 LX0546
 LX0546                          STATION RECOVERY (1985)
 LX0546
 LX0546'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0546'IN BRISTOL, AT THE CLARENCE A BINGHAM SCHOOL, AT THE INTERSECTION OF
 LX0546'WEST ST. AND TERRYVILLE AVE. AT THE NORTH SIDE OF THE ENTRANCE TO
 LX0546'BUILDING, SET IN STONE (HORIZONTALLY) 18 INCHES ABOVE THE WALKWAY.
 LX0546
 LX0546                          STATION RECOVERY (1985)
 LX0546
 LX0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0546'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS,  IN
 LX0546'BRISTOL, ALONG U.S. HIGHWAYS 6 AND 202 AT THE JUNCTION OF STATE
 LX0546'HIGHWAY 69 SOUTH, AT THE MAIN ENTRANCE TO CLARENCE A. BINGHAM SCHOOL,
 LX0546'IN TOP OF A GRANITE SLAB NORTHWEST OF MAIN ENTRANCE.  17.07 METERS
 LX0546'(56.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 LX0546'1.46 METERS (4.8 FT) NORTHWEST OF THE MAIN ENTRANCE.  NOTE-- STAMPING
 LX0546'FOR THIS RECOVERY HAS R 7 1923 ADDED TO IT AS WELL AS THE 370.741.
 LX0546'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2284 ***********************************************************************
 LX2284  DESIGNATION -  R 71
 LX2284  PID         -  LX2284
 LX2284  STATE/COUNTY-  CT/FAIRFIELD
 LX2284  USGS QUAD   -  POUND RIDGE (1971)
 LX2284
 LX2284                         *CURRENT SURVEY CONTROL
 LX2284  ___________________________________________________________________
 LX2284* NAD 83(1986)-  41 10 24.     (N)    073 33 30.     (W)     SCALED    
 LX2284* NAVD 88     -       108.422  (meters)     355.71   (feet)  ADJUSTED  
 LX2284  ___________________________________________________________________
 LX2284  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX2284  DYNAMIC HT  -         108.384 (meters)     355.59  (feet)  COMP
 LX2284  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX2284
 LX2284  VERT ORDER  -  FIRST     CLASS II
 LX2284
 LX2284.The horizontal coordinates were scaled from a topographic map and have
 LX2284.an estimated accuracy of +/- 6 seconds.
 LX2284
 LX2284.The orthometric height was determined by differential leveling
 LX2284.and adjusted by the National Geodetic Survey in June 1991..
 LX2284
 LX2284.The geoid height was determined by GEOID03.
 LX2284
 LX2284.The dynamic height is computed by dividing the NAVD 88
 LX2284.geopotential number by the normal gravity value computed on the
 LX2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2284.degrees latitude (g = 980.6199 gals.).
 LX2284
 LX2284.The modeled gravity was interpolated from observed gravity values.
 LX2284
 LX2284;                    North         East    Units  Estimated Accuracy
 LX2284;SPC CT       -   190,480.      236,970.      MT  (+/- 180 meters Scaled)
 LX2284
 LX2284                          SUPERSEDED SURVEY CONTROL
 LX2284
 LX2284.No superseded survey control is available for this station.
 LX2284
 LX2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL209590(NAD 83)
 LX2284_MARKER: DB = BENCH MARK DISK
 LX2284_SETTING: 66 = SET IN ROCK OUTCROP
 LX2284_SP_SET: ROCK LEDGE
 LX2284_STAMPING: R 71 1985
 LX2284_MARK LOGO: NGS   
 LX2284_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2284+STABILITY: POSITION/ELEVATION WELL
 LX2284
 LX2284  HISTORY     - Date     Condition        Report By
 LX2284  HISTORY     - 1985     MONUMENTED       NGS
 LX2284  HISTORY     - 20040601 GOOD             NYDT
 LX2284  HISTORY     - 20050724 GOOD             TVGA
 LX2284
 LX2284                          STATION DESCRIPTION
 LX2284
 LX2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2284'1.4 KM (0.85 MI) SW FROM POUND RIDGE NY.
 LX2284'1.4 KM (0.85 MI) SOUTHWEST ALONG TRINITY PASS ROAD FROM THE POST
 LX2284'OFFICE IN POUND RIDGE, NY, TO THE MARK ON THE RIGHT, SET VERTICAL IN A
 LX2284'LARGE ROCK LEDGE, 6.2 METERS (20.5 FT) NORTHWEST OF THE CENTER OF
 LX2284'TRINITY PASS ROAD, 26.3 METERS (86.5 FT) WEST OF POWER POLE 11319,
 LX2284'11.8 METERS (39.0 FT) NORTH OF POWER POLE 11320.
 LX2284'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2284'THE MARK IS 1.2 M ABOVE ROAD.
 LX2284
 LX2284                          STATION RECOVERY (2004)
 LX2284
 LX2284'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX2284'RECOVERED IN GOOD CONDITION.
 LX2284
 LX2284                          STATION RECOVERY (2005)
 LX2284
 LX2284'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2005 (DD)
 LX2284'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2280 ***********************************************************************
 LX2280  DESIGNATION -  R 72
 LX2280  PID         -  LX2280
 LX2280  STATE/COUNTY-  CT/FAIRFIELD
 LX2280  USGS QUAD   -  POUND RIDGE (1971)
 LX2280
 LX2280                         *CURRENT SURVEY CONTROL
 LX2280  ___________________________________________________________________
 LX2280* NAD 83(1986)-  41 07 59.     (N)    073 32 45.     (W)     SCALED    
 LX2280* NAVD 88     -        70.854  (meters)     232.46   (feet)  ADJUSTED  
 LX2280  ___________________________________________________________________
 LX2280  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX2280  DYNAMIC HT  -          70.830 (meters)     232.38  (feet)  COMP
 LX2280  MODELED GRAV-     980,280.0   (mgal)                       NAVD 88
 LX2280
 LX2280  VERT ORDER  -  FIRST     CLASS II
 LX2280
 LX2280.The horizontal coordinates were scaled from a topographic map and have
 LX2280.an estimated accuracy of +/- 6 seconds.
 LX2280
 LX2280.The orthometric height was determined by differential leveling
 LX2280.and adjusted by the National Geodetic Survey in June 1991..
 LX2280
 LX2280.The geoid height was determined by GEOID03.
 LX2280
 LX2280.The dynamic height is computed by dividing the NAVD 88
 LX2280.geopotential number by the normal gravity value computed on the
 LX2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2280.degrees latitude (g = 980.6199 gals.).
 LX2280
 LX2280.The modeled gravity was interpolated from observed gravity values.
 LX2280
 LX2280;                    North         East    Units  Estimated Accuracy
 LX2280;SPC CT       -   185,990.      237,980.      MT  (+/- 180 meters Scaled)
 LX2280
 LX2280                          SUPERSEDED SURVEY CONTROL
 LX2280
 LX2280.No superseded survey control is available for this station.
 LX2280
 LX2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL220545(NAD 83)
 LX2280_MARKER: DB = BENCH MARK DISK
 LX2280_SETTING: 66 = SET IN ROCK OUTCROP
 LX2280_SP_SET: ROCK OUTCROP
 LX2280_STAMPING: R 72 1985
 LX2280_MARK LOGO: NGS   
 LX2280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2280+STABILITY: POSITION/ELEVATION WELL
 LX2280
 LX2280  HISTORY     - Date     Condition        Report By
 LX2280  HISTORY     - 1985     MONUMENTED       NGS
 LX2280
 LX2280                          STATION DESCRIPTION
 LX2280
 LX2280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2280'0.2 KM (0.1 MI) SE FROM NORTH STAMFORD.
 LX2280'0.2 KM (0.1 MI) SOUTHEAST ALONG STATE HIGHWAY 137 FROM THE JUNCTION OF
 LX2280'NORTH STAMFORD ROAD IN NORTH STAMFORD TO THE MARK ON THE RIGHT, ON THE
 LX2280'SOUTH SIDE OF THE JUNCTION OF BROOKDALE ROAD, ON PROPERTY OWNED BY THE
 LX2280'TRINITY EPISCOPAL CHURCH, 37.22 METERS (122.1 FT) WEST OF THE
 LX2280'CENTERLINE OF THE HIGHWAY, 15.45 METERS (50.7 FT) SOUTH OF THE
 LX2280'CENTERLINE OF BROOKDALE ROAD, 9.14 METERS (30.0 FT) NORTH-NORTHEAST OF
 LX2280'THE NORTHEAST CORNER OF THE CHURCH.
 LX2280'THE MARK IS 0.18 M ABOVE BROOKDALE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2325 ***********************************************************************
 LX2325  DESIGNATION -  R 73
 LX2325  PID         -  LX2325
 LX2325  STATE/COUNTY-  CT/FAIRFIELD
 LX2325  USGS QUAD   -  BOTSFORD (1984)
 LX2325
 LX2325                         *CURRENT SURVEY CONTROL
 LX2325  ___________________________________________________________________
 LX2325* NAD 83(1986)-  41 18 44.     (N)    073 17 00.     (W)     SCALED    
 LX2325* NAVD 88     -       119.273  (meters)     391.31   (feet)  ADJUSTED  
 LX2325  ___________________________________________________________________
 LX2325  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2325  DYNAMIC HT  -         119.232 (meters)     391.18  (feet)  COMP
 LX2325  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 LX2325
 LX2325  VERT ORDER  -  FIRST     CLASS II
 LX2325
 LX2325.The horizontal coordinates were scaled from a topographic map and have
 LX2325.an estimated accuracy of +/- 6 seconds.
 LX2325
 LX2325.The orthometric height was determined by differential leveling
 LX2325.and adjusted by the National Geodetic Survey in June 1991..
 LX2325
 LX2325.The geoid height was determined by GEOID03.
 LX2325
 LX2325.The dynamic height is computed by dividing the NAVD 88
 LX2325.geopotential number by the normal gravity value computed on the
 LX2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2325.degrees latitude (g = 980.6199 gals.).
 LX2325
 LX2325.The modeled gravity was interpolated from observed gravity values.
 LX2325
 LX2325;                    North         East    Units  Estimated Accuracy
 LX2325;SPC CT       -   205,720.      260,140.      MT  (+/- 180 meters Scaled)
 LX2325
 LX2325                          SUPERSEDED SURVEY CONTROL
 LX2325
 LX2325.No superseded survey control is available for this station.
 LX2325
 LX2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL436748(NAD 83)
 LX2325_MARKER: DB = BENCH MARK DISK
 LX2325_SETTING: 66 = SET IN ROCK OUTCROP
 LX2325_SP_SET: ROCK OUTCROP
 LX2325_STAMPING: R 73 1985
 LX2325_MARK LOGO: NGS   
 LX2325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2325+STABILITY: POSITION/ELEVATION WELL
 LX2325
 LX2325  HISTORY     - Date     Condition        Report By
 LX2325  HISTORY     - 1985     MONUMENTED       NGS
 LX2325
 LX2325                          STATION DESCRIPTION
 LX2325
 LX2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2325'1.9 KM (1.2 MI) SW FROM UPPER STEPNEY.
 LX2325'1.9 KM (1.2 MI) SOUTHWEST ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 LX2325'STATE HIGHWAY 25 IN UPPER STEPNEY TO THE MARK ON THE RIGHT, AT THE
 LX2325'JUNCTION OF MAPLE ROAD, 8.8 METERS (29.0 FT) NORTHEAST OF THE CENTER
 LX2325'OF MAPLE ROAD, 30.1 METERS (99.0 FT) NORTHWEST OF THE CENTERLINE OF
 LX2325'THE HIGHWAY.
 LX2325'THE MARK IS 2.9 METERS  NW FROM  A WITNESS POST
 LX2325'THE MARK IS 0.18 M ABOVE MAPLE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2364 ***********************************************************************
 LX2364  DESIGNATION -  R 74
 LX2364  PID         -  LX2364
 LX2364  STATE/COUNTY-  CT/FAIRFIELD
 LX2364  USGS QUAD   -  NEWTOWN (1984)
 LX2364
 LX2364                         *CURRENT SURVEY CONTROL
 LX2364  ___________________________________________________________________
 LX2364* NAD 83(1986)-  41 24 57.     (N)    073 21 57.     (W)     SCALED    
 LX2364* NAVD 88     -       121.052  (meters)     397.15   (feet)  ADJUSTED  
 LX2364  ___________________________________________________________________
 LX2364  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX2364  DYNAMIC HT  -         121.011 (meters)     397.02  (feet)  COMP
 LX2364  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 LX2364
 LX2364  VERT ORDER  -  FIRST     CLASS II
 LX2364
 LX2364.The horizontal coordinates were scaled from a topographic map and have
 LX2364.an estimated accuracy of +/- 6 seconds.
 LX2364
 LX2364.The orthometric height was determined by differential leveling
 LX2364.and adjusted by the National Geodetic Survey in June 1991..
 LX2364
 LX2364.The geoid height was determined by GEOID03.
 LX2364
 LX2364.The dynamic height is computed by dividing the NAVD 88
 LX2364.geopotential number by the normal gravity value computed on the
 LX2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2364.degrees latitude (g = 980.6199 gals.).
 LX2364
 LX2364.The modeled gravity was interpolated from observed gravity values.
 LX2364
 LX2364;                    North         East    Units  Estimated Accuracy
 LX2364;SPC CT       -   217,280.      253,320.      MT  (+/- 180 meters Scaled)
 LX2364
 LX2364                          SUPERSEDED SURVEY CONTROL
 LX2364
 LX2364.No superseded survey control is available for this station.
 LX2364
 LX2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL365862(NAD 83)
 LX2364_MARKER: DB = BENCH MARK DISK
 LX2364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2364_SP_SET: WINGWALL
 LX2364_STAMPING: R 74 1985
 LX2364_MARK LOGO: NGS   
 LX2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2364+STABILITY: SURFACE MOTION
 LX2364
 LX2364  HISTORY     - Date     Condition        Report By
 LX2364  HISTORY     - 1985     MONUMENTED       NGS
 LX2364  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 LX2364
 LX2364                          STATION DESCRIPTION
 LX2364
 LX2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2364'1.2 KM (0.75 MI) SE FROM DANBURY.
 LX2364'1.2 KM (0.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LX2364'OF OLD HAWLEYVILLE ROAD IN DANBURY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2364'THE SOUTHEAST WINGWALL OF BOX CULVERT NUMBER 1974 OVER POGOND BROOK,
 LX2364'6.70 METERS (22.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2364'18.84 METERS (61.8 FT) EAST OF UTILITY POLE 3784 WITH THREE
 LX2364'TRANSFORMERS, 12.19 METERS (40.0 FT) EAST OF THE CENTER OF A DRIVE
 LX2364'LEADING TO NEWTOWN POWER EQUIPMENT COMPANY, 11.64 METERS (38.2 FT)
 LX2364'WEST OF UTILITY POLE 1329 WITH A TRANSFORMER AND TWO GUY WIRES.
 LX2364'THE MARK IS 1.68 METERS  S FROM  A WITNESS POST
 LX2364'THE MARK IS 1.22 M BELOW HIGHWAY.
 LX2364
 LX2364                          STATION RECOVERY (1991)
 LX2364
 LX2364'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2475 ***********************************************************************
 LX2475  DESIGNATION -  R 75
 LX2475  PID         -  LX2475
 LX2475  STATE/COUNTY-  CT/LITCHFIELD
 LX2475  USGS QUAD   -  THOMASTON (1976)
 LX2475
 LX2475                         *CURRENT SURVEY CONTROL
 LX2475  ___________________________________________________________________
 LX2475* NAD 83(1986)-  41 39 11.     (N)    073 04 41.     (W)     SCALED    
 LX2475* NAVD 88     -       115.385  (meters)     378.56   (feet)  ADJUSTED  
 LX2475  ___________________________________________________________________
 LX2475  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2475  DYNAMIC HT  -         115.349 (meters)     378.44  (feet)  COMP
 LX2475  MODELED GRAV-     980,308.0   (mgal)                       NAVD 88
 LX2475
 LX2475  VERT ORDER  -  FIRST     CLASS II
 LX2475
 LX2475.The horizontal coordinates were scaled from a topographic map and have
 LX2475.an estimated accuracy of +/- 6 seconds.
 LX2475
 LX2475.The orthometric height was determined by differential leveling
 LX2475.and adjusted by the National Geodetic Survey in June 1991..
 LX2475
 LX2475.The geoid height was determined by GEOID03.
 LX2475
 LX2475.The dynamic height is computed by dividing the NAVD 88
 LX2475.geopotential number by the normal gravity value computed on the
 LX2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2475.degrees latitude (g = 980.6199 gals.).
 LX2475
 LX2475.The modeled gravity was interpolated from observed gravity values.
 LX2475
 LX2475;                    North         East    Units  Estimated Accuracy
 LX2475;SPC CT       -   243,490.      277,470.      MT  (+/- 180 meters Scaled)
 LX2475
 LX2475                          SUPERSEDED SURVEY CONTROL
 LX2475
 LX2475.No superseded survey control is available for this station.
 LX2475
 LX2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM600130(NAD 83)
 LX2475_MARKER: DB = BENCH MARK DISK
 LX2475_SETTING: 66 = SET IN ROCK OUTCROP
 LX2475_SP_SET: ROCK OUTCROP
 LX2475_STAMPING: R 75 1985
 LX2475_MARK LOGO: NGS   
 LX2475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2475+STABILITY: POSITION/ELEVATION WELL
 LX2475
 LX2475  HISTORY     - Date     Condition        Report By
 LX2475  HISTORY     - 1985     MONUMENTED       NGS
 LX2475
 LX2475                          STATION DESCRIPTION
 LX2475
 LX2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2475'2.3 KM (1.45 MI) SOUTH FROM THOMASTON.
 LX2475'2.3 KM (1.45 MI) SOUTH ALONG SOUTH MAIN STREET FROM THE POST OFFICE IN
 LX2475'THOMASTON TO THE MARK ON THE RIGHT, IN TOP OF A ROCK OUTCROP ON THE
 LX2475'NORTH SIDE OF THE EXIT RAMP (EXIT 37) OF THE NORTH BOUND LANE OF STATE
 LX2475'HIGHWAY 8, NEAR THE NORTH END OF THE BRIDGE OVER THE NAUGATUCK RIVER,
 LX2475'9.20 METERS (30.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 13.71
 LX2475'METERS (45.0 FT) NORTH OF A HIGHWAY SIGN (WRONG WAY DO NOT ENTER),
 LX2475'8.83 METERS (29.0 FT) NORTHWEST OF A POWER POLE WITH AN ELECTRIC
 LX2475'METER.
 LX2475'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LX2475'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2719 ***********************************************************************
 LX2719  DESIGNATION -  R 76
 LX2719  PID         -  LX2719
 LX2719  STATE/COUNTY-  CT/HARTFORD
 LX2719  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2719
 LX2719                         *CURRENT SURVEY CONTROL
 LX2719  ___________________________________________________________________
 LX2719* NAD 83(1986)-  41 46 49.     (N)    072 41 30.     (W)     SCALED    
 LX2719* NAVD 88     -        17.200  (meters)      56.43   (feet)  ADJUSTED  
 LX2719  ___________________________________________________________________
 LX2719  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2719  DYNAMIC HT  -          17.195 (meters)      56.41  (feet)  COMP
 LX2719  MODELED GRAV-     980,332.2   (mgal)                       NAVD 88
 LX2719
 LX2719  VERT ORDER  -  FIRST     CLASS II
 LX2719
 LX2719.The horizontal coordinates were scaled from a topographic map and have
 LX2719.an estimated accuracy of +/- 6 seconds.
 LX2719
 LX2719.The orthometric height was determined by differential leveling
 LX2719.and adjusted by the National Geodetic Survey in June 1991..
 LX2719
 LX2719.The geoid height was determined by GEOID03.
 LX2719
 LX2719.The dynamic height is computed by dividing the NAVD 88
 LX2719.geopotential number by the normal gravity value computed on the
 LX2719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2719.degrees latitude (g = 980.6199 gals.).
 LX2719
 LX2719.The modeled gravity was interpolated from observed gravity values.
 LX2719
 LX2719;                    North         East    Units  Estimated Accuracy
 LX2719;SPC CT       -   257,570.      309,650.      MT  (+/- 180 meters Scaled)
 LX2719
 LX2719                          SUPERSEDED SURVEY CONTROL
 LX2719
 LX2719.No superseded survey control is available for this station.
 LX2719
 LX2719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM918279(NAD 83)
 LX2719_MARKER: I = METAL ROD
 LX2719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2719_SP_SET: STAINLESS STEEL ROD
 LX2719_STAMPING: R 76 1985
 LX2719_MARK LOGO: NGS   
 LX2719_PROJECTION: FLUSH
 LX2719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2719_ROD/PIPE-DEPTH: 24.3 meters
 LX2719
 LX2719  HISTORY     - Date     Condition        Report By
 LX2719  HISTORY     - 1985     MONUMENTED       NGS
 LX2719
 LX2719                          STATION DESCRIPTION
 LX2719
 LX2719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2719'IN HARTFORD.
 LX2719'IN HARTFORD, 0.6 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 44 (ALBANY
 LX2719'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 187 TO THE MARK ON THE
 LX2719'RIGHT, AT THE JUNCTION OF CABOT STREET, ON THE NORTHWEST SIDE OF THE
 LX2719'UNITED BANK, 7.68 METERS (25.2 FT) SOUTHWEST OF THE SOUTHWEST CURB OF
 LX2719'THE HIGHWAY, 8.10 METERS (26.6 FT) NORTHWEST OF THE NORTH CORNER OF
 LX2719'THE BANK, 2.68 METERS (8.8 FT) SOUTHEAST OF THE SOUTHEAST CURB OF
 LX2719'CABOT STREET, 2.62 METERS (8.6 FT) SOUTH OF A STOP SIGN, 0.54 METER
 LX2719'(1.8 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE CABOT STREET SIDEWALK.
 LX2719'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2719'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2507 ***********************************************************************
 LX2507  DESIGNATION -  R 77
 LX2507  PID         -  LX2507
 LX2507  STATE/COUNTY-  CT/NEW HAVEN
 LX2507  USGS QUAD   -  NAUGATUCK (1984)
 LX2507
 LX2507                         *CURRENT SURVEY CONTROL
 LX2507  ___________________________________________________________________
 LX2507* NAD 83(1986)-  41 27 45.     (N)    073 03 09.     (W)     SCALED    
 LX2507* NAVD 88     -        61.026  (meters)     200.22   (feet)  ADJUSTED  
 LX2507  ___________________________________________________________________
 LX2507  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX2507  DYNAMIC HT  -          61.006 (meters)     200.15  (feet)  COMP
 LX2507  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 LX2507
 LX2507  VERT ORDER  -  FIRST     CLASS II
 LX2507
 LX2507.The horizontal coordinates were scaled from a topographic map and have
 LX2507.an estimated accuracy of +/- 6 seconds.
 LX2507
 LX2507.The orthometric height was determined by differential leveling
 LX2507.and adjusted by the National Geodetic Survey in June 1991..
 LX2507
 LX2507.The geoid height was determined by GEOID03.
 LX2507
 LX2507.The dynamic height is computed by dividing the NAVD 88
 LX2507.geopotential number by the normal gravity value computed on the
 LX2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2507.degrees latitude (g = 980.6199 gals.).
 LX2507
 LX2507.The modeled gravity was interpolated from observed gravity values.
 LX2507
 LX2507;                    North         East    Units  Estimated Accuracy
 LX2507;SPC CT       -   222,320.      279,530.      MT  (+/- 180 meters Scaled)
 LX2507
 LX2507                          SUPERSEDED SURVEY CONTROL
 LX2507
 LX2507.No superseded survey control is available for this station.
 LX2507
 LX2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL626919(NAD 83)
 LX2507_MARKER: DB = BENCH MARK DISK
 LX2507_SETTING: 66 = SET IN ROCK OUTCROP
 LX2507_SP_SET: ROCK OUTCROP
 LX2507_STAMPING: R 77 1985
 LX2507_MARK LOGO: NGS   
 LX2507_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2507+STABILITY: POSITION/ELEVATION WELL
 LX2507
 LX2507  HISTORY     - Date     Condition        Report By
 LX2507  HISTORY     - 1985     MONUMENTED       NGS
 LX2507  HISTORY     - 19910504 GOOD             USPSQD
 LX2507  HISTORY     - 19971018 GOOD             USPSQD
 LX2507
 LX2507                          STATION DESCRIPTION
 LX2507
 LX2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2507'2.4 KM (1.5 MI) SOUTH FROM NAUGATUCK.
 LX2507'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2507'STATE HIGHWAY 63 IN NAUGATUCK TO THE MARK ON THE LEFT, IN TOP OF A
 LX2507'ROCK OUTCROP ON THE INSIDE OF A CHAIN LINK FENCE, 14.94 METERS (49.0
 LX2507'FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY,
 LX2507'31.82 METERS (104.4 FT) SOUTH OF THE CENTER OF A TELEPHONE COMPANY MAN
 LX2507'HOLE COVER, 3.20 METERS (10.5 FT) WEST OF A CHAIN LINK FENCE, 0.61
 LX2507'METERS (2.0 FT) EAST OF THE WEST EDGE OF THE ROCK.
 LX2507'THE MARK IS 2.0 M ABOVE HIGHWAY.
 LX2507
 LX2507                          STATION RECOVERY (1991)
 LX2507
 LX2507'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2507'RECOVERED IN GOOD CONDITION.
 LX2507
 LX2507                          STATION RECOVERY (1997)
 LX2507
 LX2507'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2854 ***********************************************************************
 LX2854  DESIGNATION -  R 78
 LX2854  PID         -  LX2854
 LX2854  STATE/COUNTY-  CT/NEW HAVEN
 LX2854  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2854
 LX2854                         *CURRENT SURVEY CONTROL
 LX2854  ___________________________________________________________________
 LX2854* NAD 83(1986)-  41 26 07.     (N)    072 54 29.     (W)     SCALED    
 LX2854* NAVD 88     -        38.374  (meters)     125.90   (feet)  ADJUSTED  
 LX2854  ___________________________________________________________________
 LX2854  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2854  DYNAMIC HT  -          38.362 (meters)     125.86  (feet)  COMP
 LX2854  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX2854
 LX2854  VERT ORDER  -  FIRST     CLASS II
 LX2854
 LX2854.The horizontal coordinates were scaled from a topographic map and have
 LX2854.an estimated accuracy of +/- 6 seconds.
 LX2854
 LX2854.The orthometric height was determined by differential leveling
 LX2854.and adjusted by the National Geodetic Survey in June 1991..
 LX2854
 LX2854.The geoid height was determined by GEOID03.
 LX2854
 LX2854.The dynamic height is computed by dividing the NAVD 88
 LX2854.geopotential number by the normal gravity value computed on the
 LX2854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2854.degrees latitude (g = 980.6199 gals.).
 LX2854
 LX2854.The modeled gravity was interpolated from observed gravity values.
 LX2854
 LX2854;                    North         East    Units  Estimated Accuracy
 LX2854;SPC CT       -   219,260.      291,590.      MT  (+/- 180 meters Scaled)
 LX2854
 LX2854                          SUPERSEDED SURVEY CONTROL
 LX2854
 LX2854.No superseded survey control is available for this station.
 LX2854
 LX2854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL747891(NAD 83)
 LX2854_MARKER: I = METAL ROD
 LX2854_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2854+WITH SETTING: INFORMATION.
 LX2854_SP_SET: SHALLOW-SET METAL ROD
 LX2854_STAMPING: R 78 1985
 LX2854_MARK LOGO: NGS   
 LX2854_PROJECTION: FLUSH
 LX2854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2854_ROD/PIPE-DEPTH: 2.0  meters
 LX2854
 LX2854  HISTORY     - Date     Condition        Report By
 LX2854  HISTORY     - 1985     MONUMENTED       NGS
 LX2854  HISTORY     - 19910505 GOOD             USPSQD
 LX2854
 LX2854                          STATION DESCRIPTION
 LX2854
 LX2854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2854'5.3 KM (3.3 MI) SOUTH FROM CHESHIRE.
 LX2854'5.3 KM (3.3 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2854'STATE HIGHWAY 42 IN CHESHIRE TO THE MARK ON THE LEFT, AT THE MOST
 LX2854'SOUTHERLY SIGN FOR THE SLEEPING GIANT GOLF COURSE, ALSO 3.9 KM (2.45
 LX2854'MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE HIGHWAY 22
 LX2854'IN HAMDEN, 10.36 METERS (34.0 FT) EAST OF THE CENTER LINE OF THE
 LX2854'HIGHWAY, 20.57 METERS (67.5 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM
 LX2854'A UTILITY POLE, 0.70 METER (2.3 FT) SOUTHEAST OF THE WEST SUPPORT LEG
 LX2854'OF THE SIGN FOR THE GOLF COURSE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LX2854'DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO
 LX2854'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2854'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LX2854
 LX2854                          STATION RECOVERY (1991)
 LX2854
 LX2854'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2629 ***********************************************************************
 LX2629  DESIGNATION -  R 79
 LX2629  PID         -  LX2629
 LX2629  STATE/COUNTY-  CT/LITCHFIELD
 LX2629  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2629
 LX2629                         *CURRENT SURVEY CONTROL
 LX2629  ___________________________________________________________________
 LX2629* NAD 83(1986)-  41 46 45.     (N)    073 09 48.     (W)     SCALED    
 LX2629* NAVD 88     -       305.390  (meters)    1001.93   (feet)  ADJUSTED  
 LX2629  ___________________________________________________________________
 LX2629  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2629  DYNAMIC HT  -         305.287 (meters)    1001.60  (feet)  COMP
 LX2629  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LX2629
 LX2629  VERT ORDER  -  FIRST     CLASS II
 LX2629
 LX2629.The horizontal coordinates were scaled from a topographic map and have
 LX2629.an estimated accuracy of +/- 6 seconds.
 LX2629
 LX2629.The orthometric height was determined by differential leveling
 LX2629.and adjusted by the National Geodetic Survey in June 1991..
 LX2629
 LX2629.The geoid height was determined by GEOID03.
 LX2629
 LX2629.The dynamic height is computed by dividing the NAVD 88
 LX2629.geopotential number by the normal gravity value computed on the
 LX2629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2629.degrees latitude (g = 980.6199 gals.).
 LX2629
 LX2629.The modeled gravity was interpolated from observed gravity values.
 LX2629
 LX2629;                    North         East    Units  Estimated Accuracy
 LX2629;SPC CT       -   257,530.      270,440.      MT  (+/- 180 meters Scaled)
 LX2629
 LX2629                          SUPERSEDED SURVEY CONTROL
 LX2629
 LX2629.No superseded survey control is available for this station.
 LX2629
 LX2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM526268(NAD 83)
 LX2629_MARKER: DB = BENCH MARK DISK
 LX2629_SETTING: 66 = SET IN ROCK OUTCROP
 LX2629_SP_SET: ROCK OUTCROP
 LX2629_STAMPING: R 79 1985
 LX2629_MARK LOGO: NGS   
 LX2629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2629+STABILITY: POSITION/ELEVATION WELL
 LX2629
 LX2629  HISTORY     - Date     Condition        Report By
 LX2629  HISTORY     - 1985     MONUMENTED       NGS
 LX2629
 LX2629                          STATION DESCRIPTION
 LX2629
 LX2629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2629'4.3 KM (2.7 MI) NE FROM LITCHFIELD.
 LX2629'4.3 KM (2.65 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2629'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE MARK ON THE LEFT, 25.2
 LX2629'METERS (83.0 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 23.7 FT)
 LX2629'NORTHEAST OF THE NORTHEAST CORNER OF A RED WELL HOUSE.
 LX2629'THE MARK IS 0.27 METERS  SW FROM  A WITNESS POST
 LX2629'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0218 ***********************************************************************
 MZ0218  DESIGNATION -  R 8
 MZ0218  PID         -  MZ0218
 MZ0218  STATE/COUNTY-  CT/HARTFORD
 MZ0218  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ0218
 MZ0218                         *CURRENT SURVEY CONTROL
 MZ0218  ___________________________________________________________________
 MZ0218* NAD 83(1986)-  42 01 03.     (N)    072 35 59.     (W)     SCALED    
 MZ0218* NAVD 88     -        19.157  (meters)      62.85   (feet)  ADJUSTED  
 MZ0218  ___________________________________________________________________
 MZ0218  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 MZ0218  DYNAMIC HT  -          19.152 (meters)      62.83  (feet)  COMP
 MZ0218  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 MZ0218
 MZ0218  VERT ORDER  -  FIRST     CLASS II
 MZ0218
 MZ0218.The horizontal coordinates were scaled from a topographic map and have
 MZ0218.an estimated accuracy of +/- 6 seconds.
 MZ0218
 MZ0218.The orthometric height was determined by differential leveling
 MZ0218.and adjusted by the National Geodetic Survey in June 1991..
 MZ0218
 MZ0218.The geoid height was determined by GEOID03.
 MZ0218
 MZ0218.The dynamic height is computed by dividing the NAVD 88
 MZ0218.geopotential number by the normal gravity value computed on the
 MZ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0218.degrees latitude (g = 980.6199 gals.).
 MZ0218
 MZ0218.The modeled gravity was interpolated from observed gravity values.
 MZ0218
 MZ0218;                    North         East    Units  Estimated Accuracy
 MZ0218;SPC CT       -   283,930.      317,250.      MT  (+/- 180 meters Scaled)
 MZ0218
 MZ0218                          SUPERSEDED SURVEY CONTROL
 MZ0218
 MZ0218  NGVD 29 (??/??/92)   19.385  (m)           63.60   (f) ADJ UNCH    1 2
 MZ0218
 MZ0218.Superseded values are not recommended for survey control.
 MZ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0218.See file dsdata.txt to determine how the superseded data were derived.
 MZ0218
 MZ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM987545(NAD 83)
 MZ0218_MARKER: DB = BENCH MARK DISK
 MZ0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0218_STAMPING: 63.599 R 8 1923
 MZ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0218+STABILITY: SURFACE MOTION
 MZ0218
 MZ0218  HISTORY     - Date     Condition        Report By
 MZ0218  HISTORY     - 1923     MONUMENTED       CGS
 MZ0218  HISTORY     - 1967     GOOD             CGS
 MZ0218  HISTORY     - 1981     MARK NOT FOUND   USGS
 MZ0218
 MZ0218                          STATION DESCRIPTION
 MZ0218
 MZ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 MZ0218'1.4 MI N FROM THOMPSONVILLE.
 MZ0218'1.4 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 MZ0218'RAILROAD FROM THOMPSONVILLE, HARTFORD COUNTY, AT THE CROSSING
 MZ0218'OF MANNINGS ROAD, 69.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 MZ0218'20 FEET SOUTH OF MANNINGS ROAD, 44 FEET SOUTHEAST OF W.U.T.
 MZ0218'POLE 52.7, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 MZ0218'DISK, STAMPED 63.599 R 8 1923 AND SET IN THE TOP OF A CONCRETE
 MZ0218'POST.
 MZ0218
 MZ0218                          STATION RECOVERY (1981)
 MZ0218
 MZ0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 MZ0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2553 ***********************************************************************
 LX2553  DESIGNATION -  R 80
 LX2553  PID         -  LX2553
 LX2553  STATE/COUNTY-  CT/LITCHFIELD
 LX2553  USGS QUAD   -  NEW PRESTON (1984)
 LX2553
 LX2553                         *CURRENT SURVEY CONTROL
 LX2553  ___________________________________________________________________
 LX2553* NAD 83(1986)-  41 41 40.     (N)    073 20 41.     (W)     SCALED    
 LX2553* NAVD 88     -       215.942  (meters)     708.47   (feet)  ADJUSTED  
 LX2553  ___________________________________________________________________
 LX2553  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2553  DYNAMIC HT  -         215.866 (meters)     708.22  (feet)  COMP
 LX2553  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 LX2553
 LX2553  VERT ORDER  -  FIRST     CLASS II
 LX2553
 LX2553.The horizontal coordinates were scaled from a topographic map and have
 LX2553.an estimated accuracy of +/- 6 seconds.
 LX2553
 LX2553.The orthometric height was determined by differential leveling
 LX2553.and adjusted by the National Geodetic Survey in June 1991..
 LX2553
 LX2553.The geoid height was determined by GEOID03.
 LX2553
 LX2553.The dynamic height is computed by dividing the NAVD 88
 LX2553.geopotential number by the normal gravity value computed on the
 LX2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2553.degrees latitude (g = 980.6199 gals.).
 LX2553
 LX2553.The modeled gravity was interpolated from observed gravity values.
 LX2553
 LX2553;                    North         East    Units  Estimated Accuracy
 LX2553;SPC CT       -   248,210.      255,290.      MT  (+/- 180 meters Scaled)
 LX2553
 LX2553                          SUPERSEDED SURVEY CONTROL
 LX2553
 LX2553.No superseded survey control is available for this station.
 LX2553
 LX2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM377171(NAD 83)
 LX2553_MARKER: DB = BENCH MARK DISK
 LX2553_SETTING: 66 = SET IN ROCK OUTCROP
 LX2553_SP_SET: ROCK OUTCROP
 LX2553_STAMPING: R 80 1985
 LX2553_MARK LOGO: NGS   
 LX2553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2553+STABILITY: POSITION/ELEVATION WELL
 LX2553
 LX2553  HISTORY     - Date     Condition        Report By
 LX2553  HISTORY     - 1985     MONUMENTED       NGS
 LX2553
 LX2553                          STATION DESCRIPTION
 LX2553
 LX2553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2553'2.5 KM (1.55 MI) NORTH FROM NEW PRESTON.
 LX2553'2.5 KM (1.55 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 LX2553'U.S. HIGHWAY 202 IN NEW PRESTON TO THE MARK ON THE RIGHT, BETWEEN THE
 LX2553'HIGHWAY AND A DRIVEWAY, 7.3 METERS (24.0 FT) SOUTHEAST OF THE
 LX2553'CENTERLINE OF THE HIGHWAY, 19.6 METERS (64.5 FT) SOUTHWEST OF POWER
 LX2553'POLE 1753, 4.0 METERS (13.0 FT) NORTHWEST OF THE CENTER OF THE
 LX2553'DRIVEWAY, 2.6 METERS (8.6 FT) EAST OF THE CENTER OF A CATCH BASIN.
 LX2553'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2417 ***********************************************************************
 LX2417  DESIGNATION -  R 81
 LX2417  PID         -  LX2417
 LX2417  STATE/COUNTY-  CT/NEW HAVEN
 LX2417  USGS QUAD   -  SOUTHINGTON (1992)
 LX2417
 LX2417                         *CURRENT SURVEY CONTROL
 LX2417  ___________________________________________________________________
 LX2417* NAD 83(1986)-  41 33 12.     (N)    072 59 18.     (W)     SCALED    
 LX2417* NAVD 88     -       184.911  (meters)     606.66   (feet)  ADJUSTED  
 LX2417  ___________________________________________________________________
 LX2417  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX2417  DYNAMIC HT  -         184.853 (meters)     606.47  (feet)  COMP
 LX2417  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 LX2417
 LX2417  VERT ORDER  -  FIRST     CLASS II
 LX2417
 LX2417.The horizontal coordinates were scaled from a topographic map and have
 LX2417.an estimated accuracy of +/- 6 seconds.
 LX2417
 LX2417.The orthometric height was determined by differential leveling
 LX2417.and adjusted by the National Geodetic Survey in June 1991..
 LX2417
 LX2417.The geoid height was determined by GEOID03.
 LX2417
 LX2417.The dynamic height is computed by dividing the NAVD 88
 LX2417.geopotential number by the normal gravity value computed on the
 LX2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2417.degrees latitude (g = 980.6199 gals.).
 LX2417
 LX2417.The modeled gravity was interpolated from observed gravity values.
 LX2417
 LX2417;                    North         East    Units  Estimated Accuracy
 LX2417;SPC CT       -   232,390.      284,920.      MT  (+/- 180 meters Scaled)
 LX2417
 LX2417                          SUPERSEDED SURVEY CONTROL
 LX2417
 LX2417.No superseded survey control is available for this station.
 LX2417
 LX2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM677021(NAD 83)
 LX2417_MARKER: DB = BENCH MARK DISK
 LX2417_SETTING: 66 = SET IN ROCK OUTCROP
 LX2417_SP_SET: ROCK OUTCROP
 LX2417_STAMPING: R 81 1985
 LX2417_MARK LOGO: NGS   
 LX2417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2417+STABILITY: POSITION/ELEVATION WELL
 LX2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2417+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 LX2417
 LX2417  HISTORY     - Date     Condition        Report By
 LX2417  HISTORY     - 1985     MONUMENTED       NGS
 LX2417  HISTORY     - 20050107 GOOD             INDIV
 LX2417
 LX2417                          STATION DESCRIPTION
 LX2417
 LX2417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2417'IN WATERBURY.
 LX2417'IN WATERBURY, 2.9 KM (1.8 MI) NORTHEAST ALONG MERIDEN ROAD FROM THE
 LX2417'INTERSECTION OF EAST MAIN STREET TO THE MARK ON THE LEFT, AT THE
 LX2417'NORTHEAST ANGLE OF DARLING STREET, IN A ROCK OUTCROP MEASURING 0.91 BY
 LX2417'1.83 METERS (3 BY 6 FT) AND NEAR A MAPLE TREE, 11.22 METERS (36.8 FT)
 LX2417'NORTHEAST OF THE CENTERLINE OF THE ROAD, 9.14 METERS (30.0 FT)
 LX2417'SOUTH-SOUTHEAST OF THE CENTER OF THE STREET, 2.74 METERS (9.0 FT)
 LX2417'SOUTHWEST OF A MASONRY STONE RETAINING WALL IN FRONT OF A ONE STORY
 LX2417'FRAME HOUSE 935, 1.52 METERS (5.0 FT) SOUTH-SOUTHWEST OF A 46-CM
 LX2417'(18-INCH) MAPLE TREE.
 LX2417'THE MARK IS 0.46 M ABOVE ROAD.
 LX2417
 LX2417                          STATION RECOVERY (2005)
 LX2417
 LX2417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD)
 LX2417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2723 ***********************************************************************
 LX2723  DESIGNATION -  R 83
 LX2723  PID         -  LX2723
 LX2723  STATE/COUNTY-  CT/NEW HAVEN
 LX2723  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2723
 LX2723                         *CURRENT SURVEY CONTROL
 LX2723  ___________________________________________________________________
 LX2723* NAD 83(1986)-  41 29 19.     (N)    072 54 17.     (W)     SCALED    
 LX2723* NAVD 88     -        56.343  (meters)     184.85   (feet)  ADJUSTED  
 LX2723  ___________________________________________________________________
 LX2723  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2723  DYNAMIC HT  -          56.326 (meters)     184.80  (feet)  COMP
 LX2723  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 LX2723
 LX2723  VERT ORDER  -  FIRST     CLASS II
 LX2723
 LX2723.The horizontal coordinates were scaled from a topographic map and have
 LX2723.an estimated accuracy of +/- 6 seconds.
 LX2723
 LX2723.The orthometric height was determined by differential leveling
 LX2723.and adjusted by the National Geodetic Survey in June 1991..
 LX2723
 LX2723.The geoid height was determined by GEOID03.
 LX2723
 LX2723.The dynamic height is computed by dividing the NAVD 88
 LX2723.geopotential number by the normal gravity value computed on the
 LX2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2723.degrees latitude (g = 980.6199 gals.).
 LX2723
 LX2723.The modeled gravity was interpolated from observed gravity values.
 LX2723
 LX2723;                    North         East    Units  Estimated Accuracy
 LX2723;SPC CT       -   225,190.      291,880.      MT  (+/- 180 meters Scaled)
 LX2723
 LX2723                          SUPERSEDED SURVEY CONTROL
 LX2723
 LX2723.No superseded survey control is available for this station.
 LX2723
 LX2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL749951(NAD 83)
 LX2723_MARKER: I = METAL ROD
 LX2723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2723_SP_SET: STAINLESS STEEL ROD
 LX2723_STAMPING: R 83 1985
 LX2723_MARK LOGO: NGS   
 LX2723_PROJECTION: FLUSH
 LX2723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2723_ROD/PIPE-DEPTH: 3.9  meters
 LX2723
 LX2723  HISTORY     - Date     Condition        Report By
 LX2723  HISTORY     - 1985     MONUMENTED       NGS
 LX2723  HISTORY     - 19910505 GOOD             USPSQD
 LX2723
 LX2723                          STATION DESCRIPTION
 LX2723
 LX2723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2723'1.2 KM (0.75 MI) SOUTH FROM CHESHIRE.
 LX2723'1.2 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2723'STATE HIGHWAYS 68 AND 70 IN CHESHIRE TO THE MARK ON THE RIGHT, AT THE
 LX2723'EXIT DRIVE TO THE CHESHIRE HIGH SCHOOL, 11.89 METERS (39.0 FT)
 LX2723'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 27.00 METERS (88.6 FT)
 LX2723'NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY STONE BUILDING FOR
 LX2723'THE HARMON LEONARD, JR., YOUTH CENTER, NUMBER 559, 20.73 METERS
 LX2723'(68.0 FT) SOUTH-SOUTHWEST OF THE EXIT DRIVE TO HIGH SCHOOL, 10.82
 LX2723'METERS (35.5 FT) SOUTHWEST OF UTILITY POLE 3135 WITH A STREET LAMP,
 LX2723'TRANSFORMER AND SUPPORTING TRAFFIC SIGNALS, 1.13 METERS (3.7 FT)
 LX2723'SOUTHEAST OF A BRICK SUPPORT POST FOR A WOODEN SIGN FOR SCHOOL
 LX2723'ACTIVITIES. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2723'CAP.
 LX2723'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2723
 LX2723                          STATION RECOVERY (1991)
 LX2723
 LX2723'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2655 ***********************************************************************
 LX2655  DESIGNATION -  R 84
 LX2655  PID         -  LX2655
 LX2655  STATE/COUNTY-  CT/MIDDLESEX
 LX2655  USGS QUAD   -  CLINTON (1984)
 LX2655
 LX2655                         *CURRENT SURVEY CONTROL
 LX2655  ___________________________________________________________________
 LX2655* NAD 83(1986)-  41 21 51.     (N)    072 35 31.     (W)     SCALED    
 LX2655* NAVD 88     -        69.208  (meters)     227.06   (feet)  ADJUSTED  
 LX2655  ___________________________________________________________________
 LX2655  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX2655  DYNAMIC HT  -          69.184 (meters)     226.98  (feet)  COMP
 LX2655  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX2655
 LX2655  VERT ORDER  -  FIRST     CLASS II
 LX2655
 LX2655.The horizontal coordinates were scaled from a topographic map and have
 LX2655.an estimated accuracy of +/- 6 seconds.
 LX2655
 LX2655.The orthometric height was determined by differential leveling
 LX2655.and adjusted by the National Geodetic Survey in June 1991..
 LX2655
 LX2655.The geoid height was determined by GEOID03.
 LX2655
 LX2655.The dynamic height is computed by dividing the NAVD 88
 LX2655.geopotential number by the normal gravity value computed on the
 LX2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2655.degrees latitude (g = 980.6199 gals.).
 LX2655
 LX2655.The modeled gravity was interpolated from observed gravity values.
 LX2655
 LX2655;                    North         East    Units  Estimated Accuracy
 LX2655;SPC CT       -   211,370.      318,030.      MT  (+/- 180 meters Scaled)
 LX2655
 LX2655                          SUPERSEDED SURVEY CONTROL
 LX2655
 LX2655.No superseded survey control is available for this station.
 LX2655
 LX2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL014819(NAD 83)
 LX2655_MARKER: DB = BENCH MARK DISK
 LX2655_SETTING: 66 = SET IN ROCK OUTCROP
 LX2655_SP_SET: ROCK OUTCROP
 LX2655_STAMPING: R 84 1985
 LX2655_MARK LOGO: NGS   
 LX2655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2655+STABILITY: POSITION/ELEVATION WELL
 LX2655
 LX2655  HISTORY     - Date     Condition        Report By
 LX2655  HISTORY     - 1985     MONUMENTED       NGS
 LX2655  HISTORY     - 19940728 GOOD             USPSQD
 LX2655  HISTORY     - 19970204 GOOD             USPSQD
 LX2655  HISTORY     - 19991215 GOOD             USPSQD
 LX2655
 LX2655                          STATION DESCRIPTION
 LX2655
 LX2655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2655'2.5 KM (1.55 MI) WEST FROM KILLINGWORTH.
 LX2655'2.5 KM (1.55 MI) WEST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 LX2655'STATE HIGHWAY 81 IN KILLINGWORTH TO THE MARK ON THE RIGHT, 8.23 METERS
 LX2655'(27.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.20 METERS (63.0
 LX2655'FT) EAST OF UTILITY POLE 1566.
 LX2655'THE MARK IS 1.19 METERS  W FROM  A WITNESS POST
 LX2655'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX2655
 LX2655                          STATION RECOVERY (1994)
 LX2655
 LX2655'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2655'RECOVERED IN GOOD CONDITION.
 LX2655
 LX2655                          STATION RECOVERY (1997)
 LX2655
 LX2655'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2655'RECOVERED IN GOOD CONDITION.
 LX2655
 LX2655                          STATION RECOVERY (1999)
 LX2655
 LX2655'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2894 ***********************************************************************
 LX2894  DESIGNATION -  R 85
 LX2894  PID         -  LX2894
 LX2894  STATE/COUNTY-  CT/HARTFORD
 LX2894  USGS QUAD   -  MANCHESTER (1992)
 LX2894
 LX2894                         *CURRENT SURVEY CONTROL
 LX2894  ___________________________________________________________________
 LX2894* NAD 83(1986)-  41 48 50.     (N)    072 35 26.     (W)     SCALED    
 LX2894* NAVD 88     -        19.606  (meters)      64.32   (feet)  ADJUSTED  
 LX2894  ___________________________________________________________________
 LX2894  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2894  DYNAMIC HT  -          19.600 (meters)      64.30  (feet)  COMP
 LX2894  MODELED GRAV-     980,318.7   (mgal)                       NAVD 88
 LX2894
 LX2894  VERT ORDER  -  FIRST     CLASS II
 LX2894
 LX2894.The horizontal coordinates were scaled from a topographic map and have
 LX2894.an estimated accuracy of +/- 6 seconds.
 LX2894
 LX2894.The orthometric height was determined by differential leveling
 LX2894.and adjusted by the National Geodetic Survey in June 1991..
 LX2894
 LX2894.The geoid height was determined by GEOID03.
 LX2894
 LX2894.The dynamic height is computed by dividing the NAVD 88
 LX2894.geopotential number by the normal gravity value computed on the
 LX2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2894.degrees latitude (g = 980.6199 gals.).
 LX2894
 LX2894.The modeled gravity was interpolated from observed gravity values.
 LX2894
 LX2894;                    North         East    Units  Estimated Accuracy
 LX2894;SPC CT       -   261,310.      318,050.      MT  (+/- 180 meters Scaled)
 LX2894
 LX2894                          SUPERSEDED SURVEY CONTROL
 LX2894
 LX2894.No superseded survey control is available for this station.
 LX2894
 LX2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM001319(NAD 83)
 LX2894_MARKER: DB = BENCH MARK DISK
 LX2894_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2894_SP_SET: CULVERT HEADWALL
 LX2894_STAMPING: R 85 1986
 LX2894_MARK LOGO: NGS   
 LX2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2894+STABILITY: SURFACE MOTION
 LX2894
 LX2894  HISTORY     - Date     Condition        Report By
 LX2894  HISTORY     - 1986     MONUMENTED       NGS
 LX2894
 LX2894                          STATION DESCRIPTION
 LX2894
 LX2894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2894'7.1 KM (4.4 MI) NE FROM EAST HARTFORD.
 LX2894'4.10 KM (2.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST
 LX2894'OFFICE IN EAST HARTFORD, THENCE 2.98 KM (1.85 MI) EAST ALONG STATE
 LX2894'HIGHWAY 30 TO THE MARK ON THE LEFT.  IT IS 11.09 METERS (36.4 FT)
 LX2894'NORTH FROM THE CENTERLINE OF THE HIGHWAY, 32.61 METERS (107.0 FT) WEST
 LX2894'FROM UTILITY POLE NO. 2325 WITH TWO GUY WIRES AND 20.12 METERS
 LX2894'(66.0 FT) NORTH FROM UTILITY POLE NO. 2324 WITH TWO GUY WIRES TO ONE
 LX2894'ANCHOR AND A STREET LIGHT.
 LX2894'THE MARK IS 1.22 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3277 ***********************************************************************
 LX3277  DESIGNATION -  R 86
 LX3277  PID         -  LX3277
 LX3277  STATE/COUNTY-  CT/HARTFORD
 LX3277  USGS QUAD   -  MARLBOROUGH (1984)
 LX3277
 LX3277                         *CURRENT SURVEY CONTROL
 LX3277  ___________________________________________________________________
 LX3277* NAD 83(1986)-  41 39 01.     (N)    072 29 24.     (W)     SCALED    
 LX3277* NAVD 88     -       130.205  (meters)     427.18   (feet)  ADJUSTED  
 LX3277  ___________________________________________________________________
 LX3277  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX3277  DYNAMIC HT  -         130.162 (meters)     427.04  (feet)  COMP
 LX3277  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LX3277
 LX3277  VERT ORDER  -  FIRST     CLASS II
 LX3277
 LX3277.The horizontal coordinates were scaled from a topographic map and have
 LX3277.an estimated accuracy of +/- 6 seconds.
 LX3277
 LX3277.The orthometric height was determined by differential leveling
 LX3277.and adjusted by the National Geodetic Survey in June 1991..
 LX3277
 LX3277.The geoid height was determined by GEOID03.
 LX3277
 LX3277.The dynamic height is computed by dividing the NAVD 88
 LX3277.geopotential number by the normal gravity value computed on the
 LX3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3277.degrees latitude (g = 980.6199 gals.).
 LX3277
 LX3277.The modeled gravity was interpolated from observed gravity values.
 LX3277
 LX3277;                    North         East    Units  Estimated Accuracy
 LX3277;SPC CT       -   243,160.      326,460.      MT  (+/- 180 meters Scaled)
 LX3277
 LX3277                          SUPERSEDED SURVEY CONTROL
 LX3277
 LX3277.No superseded survey control is available for this station.
 LX3277
 LX3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM090139(NAD 83)
 LX3277_MARKER: DB = BENCH MARK DISK
 LX3277_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3277_SP_SET: HEADWALL
 LX3277_STAMPING: R 86 1986
 LX3277_MARK LOGO: NGS   
 LX3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3277+STABILITY: SURFACE MOTION
 LX3277
 LX3277  HISTORY     - Date     Condition        Report By
 LX3277  HISTORY     - 1986     MONUMENTED       NGS
 LX3277
 LX3277                          STATION DESCRIPTION
 LX3277
 LX3277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3277'3.4 KM (2.1 MI) NW FROM MARLBOROUGH.
 LX3277'3.4 KM (2.1 MI) NORTHWEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION OF
 LX3277'STATE HIGHWAY 66 IN MARLBOROUGH TO THE MARK ON THE RIGHT, 13.90 METERS
 LX3277'(45.6 FT) NORTH OF THE NORTHBOUND LABES OF THE HIGHWAY, 24.81 METERS
 LX3277'(81.4 FT) EAST OF THE SOUTHEAST CORNER OF A CATCH BASIN, 4.17 METERS
 LX3277'(13.7 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY.
 LX3277'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LX3277'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2989 ***********************************************************************
 LX2989  DESIGNATION -  R 87
 LX2989  PID         -  LX2989
 LX2989  STATE/COUNTY-  CT/WINDHAM
 LX2989  USGS QUAD   -  EASTFORD (1983)
 LX2989
 LX2989                         *CURRENT SURVEY CONTROL
 LX2989  ___________________________________________________________________
 LX2989* NAD 83(1986)-  41 53 16.     (N)    072 04 50.     (W)     SCALED    
 LX2989* NAVD 88     -       156.887  (meters)     514.72   (feet)  ADJUSTED  
 LX2989  ___________________________________________________________________
 LX2989  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2989  DYNAMIC HT  -         156.834 (meters)     514.55  (feet)  COMP
 LX2989  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX2989
 LX2989  VERT ORDER  -  FIRST     CLASS II
 LX2989
 LX2989.The horizontal coordinates were scaled from a topographic map and have
 LX2989.an estimated accuracy of +/- 6 seconds.
 LX2989
 LX2989.The orthometric height was determined by differential leveling
 LX2989.and adjusted by the National Geodetic Survey in June 1991..
 LX2989
 LX2989.The geoid height was determined by GEOID03.
 LX2989
 LX2989.The dynamic height is computed by dividing the NAVD 88
 LX2989.geopotential number by the normal gravity value computed on the
 LX2989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2989.degrees latitude (g = 980.6199 gals.).
 LX2989
 LX2989.The modeled gravity was interpolated from observed gravity values.
 LX2989
 LX2989;                    North         East    Units  Estimated Accuracy
 LX2989;SPC CT       -   269,720.      360,360.      MT  (+/- 180 meters Scaled)
 LX2989
 LX2989                          SUPERSEDED SURVEY CONTROL
 LX2989
 LX2989.No superseded survey control is available for this station.
 LX2989
 LX2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM422414(NAD 83)
 LX2989_MARKER: DB = BENCH MARK DISK
 LX2989_SETTING: 66 = SET IN ROCK OUTCROP
 LX2989_SP_SET: ROCK OUTCROP
 LX2989_STAMPING: R 87 1986
 LX2989_MARK LOGO: NGS   
 LX2989_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2989+STABILITY: POSITION/ELEVATION WELL
 LX2989
 LX2989  HISTORY     - Date     Condition        Report By
 LX2989  HISTORY     - 1986     MONUMENTED       NGS
 LX2989
 LX2989                          STATION DESCRIPTION
 LX2989
 LX2989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2989'1.3 KM (0.8 MI) NORTH FROM PHOENIXVILLE.
 LX2989'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 198 FROM THE JUNCTION OF
 LX2989'U.S. HIGHWAY 44 IN PHOENIXVILLE TO THE JUNCTION OF BOSTON PIKE ROAD
 LX2989'AND THE MARK ON THE RIGHT, IN TOP OF A ROCK OUTCROP, 26.21 METERS
 LX2989'(86.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.79 METERS (19.0 FT)
 LX2989'NORTH OF THE CENTERLINE OF THE ROAD, 25.82 METERS (84.7 FT) WEST OF
 LX2989'UTILITY POLE NUMBER 2130.
 LX2989'THE MARK IS 0.7 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3015 ***********************************************************************
 LX3015  DESIGNATION -  R 88
 LX3015  PID         -  LX3015
 LX3015  STATE/COUNTY-  CT/TOLLAND
 LX3015  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3015
 LX3015                         *CURRENT SURVEY CONTROL
 LX3015  ___________________________________________________________________
 LX3015* NAD 83(1986)-  41 55 15.     (N)    072 17 57.     (W)     SCALED    
 LX3015* NAVD 88     -       139.648  (meters)     458.16   (feet)  ADJUSTED  
 LX3015  ___________________________________________________________________
 LX3015  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX3015  DYNAMIC HT  -         139.603 (meters)     458.01  (feet)  COMP
 LX3015  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 LX3015
 LX3015  VERT ORDER  -  FIRST     CLASS II
 LX3015
 LX3015.The horizontal coordinates were scaled from a topographic map and have
 LX3015.an estimated accuracy of +/- 6 seconds.
 LX3015
 LX3015.The orthometric height was determined by differential leveling
 LX3015.and adjusted by the National Geodetic Survey in June 1991..
 LX3015
 LX3015.The geoid height was determined by GEOID03.
 LX3015
 LX3015.The dynamic height is computed by dividing the NAVD 88
 LX3015.geopotential number by the normal gravity value computed on the
 LX3015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3015.degrees latitude (g = 980.6199 gals.).
 LX3015
 LX3015.The modeled gravity was interpolated from observed gravity values.
 LX3015
 LX3015;                    North         East    Units  Estimated Accuracy
 LX3015;SPC CT       -   273,280.      342,200.      MT  (+/- 180 meters Scaled)
 LX3015
 LX3015                          SUPERSEDED SURVEY CONTROL
 LX3015
 LX3015.No superseded survey control is available for this station.
 LX3015
 LX3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM239445(NAD 83)
 LX3015_MARKER: DB = BENCH MARK DISK
 LX3015_SETTING: 66 = SET IN ROCK OUTCROP
 LX3015_SP_SET: ROCK CUT
 LX3015_STAMPING: R 88 1986
 LX3015_MARK LOGO: NGS   
 LX3015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3015+STABILITY: POSITION/ELEVATION WELL
 LX3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3015+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX3015
 LX3015  HISTORY     - Date     Condition        Report By
 LX3015  HISTORY     - 1986     MONUMENTED       NGS
 LX3015  HISTORY     - 20050409 GOOD             GEOCAC
 LX3015
 LX3015                          STATION DESCRIPTION
 LX3015
 LX3015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3015'3.9 KM (2.45 MI) SOUTH FROM STAFFORD SPRINGS.
 LX3015'3.9 KM (2.45 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE TOWN HALL IN
 LX3015'STAFFORD SPRINGS TO THE MARK ON THE LEFT, IN TOP OF A ROCK CUT, 18.44
 LX3015'METERS (60.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.44
 LX3015'METERS (93.3 FT) NORTH OF UTILITY POLE NO. 311, 0.61 METER (2.0 FT)
 LX3015'SOUTHEAST OF THE NORTHWEST END OF THE ROCK CUT.
 LX3015'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LX3015'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3015
 LX3015                          STATION RECOVERY (2005)
 LX3015
 LX3015'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3015'STATION IS 77.8FT AT 110 DEGREES T FROM POLE 3 277 AND 38.5 FT AT 30
 LX3015'DEGREES T FROM THE THIRD POST DOWN FROM THE NORTH END OF THE GUARD
 LX3015'RAIL.  THE COORDINATES I TOOK ARE N 41 55 18.2   W 072 17 57.8 WITH AN
 LX3015'ACCURACY OF 20 FT.
 LX3015' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3292 ***********************************************************************
 LX3292  DESIGNATION -  R 89
 LX3292  PID         -  LX3292
 LX3292  STATE/COUNTY-  CT/NEW LONDON
 LX3292  USGS QUAD   -  WILLIMANTIC (1984)
 LX3292
 LX3292                         *CURRENT SURVEY CONTROL
 LX3292  ___________________________________________________________________
 LX3292* NAD 83(1986)-  41 38 04.     (N)    072 09 52.     (W)     SCALED    
 LX3292* NAVD 88     -        91.639  (meters)     300.65   (feet)  ADJUSTED  
 LX3292  ___________________________________________________________________
 LX3292  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3292  DYNAMIC HT  -          91.607 (meters)     300.55  (feet)  COMP
 LX3292  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LX3292
 LX3292  VERT ORDER  -  FIRST     CLASS II
 LX3292
 LX3292.The horizontal coordinates were scaled from a topographic map and have
 LX3292.an estimated accuracy of +/- 6 seconds.
 LX3292
 LX3292.The orthometric height was determined by differential leveling
 LX3292.and adjusted by the National Geodetic Survey in June 1991..
 LX3292
 LX3292.The geoid height was determined by GEOID03.
 LX3292
 LX3292.The dynamic height is computed by dividing the NAVD 88
 LX3292.geopotential number by the normal gravity value computed on the
 LX3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3292.degrees latitude (g = 980.6199 gals.).
 LX3292
 LX3292.The modeled gravity was interpolated from observed gravity values.
 LX3292
 LX3292;                    North         East    Units  Estimated Accuracy
 LX3292;SPC CT       -   241,540.      353,590.      MT  (+/- 180 meters Scaled)
 LX3292
 LX3292                          SUPERSEDED SURVEY CONTROL
 LX3292
 LX3292.No superseded survey control is available for this station.
 LX3292
 LX3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM361130(NAD 83)
 LX3292_MARKER: I = METAL ROD
 LX3292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3292_SP_SET: STAINLESS STEEL ROD
 LX3292_STAMPING: R 89 1986
 LX3292_MARK LOGO: NGS   
 LX3292_PROJECTION: FLUSH
 LX3292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3292_ROD/PIPE-DEPTH: 7.0  meters
 LX3292
 LX3292  HISTORY     - Date     Condition        Report By
 LX3292  HISTORY     - 1986     MONUMENTED       NGS
 LX3292  HISTORY     - 19901020 GOOD             USPSQD
 LX3292
 LX3292                          STATION DESCRIPTION
 LX3292
 LX3292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3292'0.2 KM (0.1 MI) NW FROM NORTH FRANKLIN.
 LX3292'0.2 KM (0.1 MI) NORTHWEST ALONG STATE HIGHWAY 207 FROM THE JUNCTION OF
 LX3292'STATE HIGHWAY 32 IN NORTH FRANKLIN TO THE MARK ON THE LEFT AND IN
 LX3292'FRONT OF A LARGE DAIRY BARN.  IT IS 5.70 METERS (18.7 FT) SOUTHWEST OF
 LX3292'THE CENTERLINE OF HIGHWAY AND 1.68 METERS (5.5 FT) NORTH OF UTILITY
 LX3292'POLE NO. 660.
 LX3292'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3292'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3292
 LX3292                          STATION RECOVERY (1990)
 LX3292
 LX3292'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0008 ***********************************************************************
 LX0008  DESIGNATION -  R 9
 LX0008  PID         -  LX0008
 LX0008  STATE/COUNTY-  CT/TOLLAND
 LX0008  USGS QUAD   -  COLUMBIA (1984)
 LX0008
 LX0008                         *CURRENT SURVEY CONTROL
 LX0008  ___________________________________________________________________
 LX0008* NAD 83(1986)-  41 43 36.     (N)    072 17 14.     (W)     SCALED    
 LX0008* NAVD 88     -        80.186  (meters)     263.08   (feet)  ADJUSTED  
 LX0008  ___________________________________________________________________
 LX0008  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0008  DYNAMIC HT  -          80.158 (meters)     262.99  (feet)  COMP
 LX0008  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LX0008
 LX0008  VERT ORDER  -  FIRST     CLASS II
 LX0008
 LX0008.The horizontal coordinates were scaled from a topographic map and have
 LX0008.an estimated accuracy of +/- 6 seconds.
 LX0008
 LX0008.The orthometric height was determined by differential leveling
 LX0008.and adjusted by the National Geodetic Survey in June 1991..
 LX0008
 LX0008.The geoid height was determined by GEOID03.
 LX0008
 LX0008.The dynamic height is computed by dividing the NAVD 88
 LX0008.geopotential number by the normal gravity value computed on the
 LX0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0008.degrees latitude (g = 980.6199 gals.).
 LX0008
 LX0008.The modeled gravity was interpolated from observed gravity values.
 LX0008
 LX0008;                    North         East    Units  Estimated Accuracy
 LX0008;SPC CT       -   251,720.      343,310.      MT  (+/- 180 meters Scaled)
 LX0008
 LX0008                          SUPERSEDED SURVEY CONTROL
 LX0008
 LX0008  NGVD 29 (??/??/92)   80.433  (m)          263.89   (f) ADJ UNCH    1 2
 LX0008
 LX0008.Superseded values are not recommended for survey control.
 LX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0008.See file dsdata.txt to determine how the superseded data were derived.
 LX0008
 LX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM256229(NAD 83)
 LX0008_MARKER: DB = BENCH MARK DISK
 LX0008_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0008+WITH SETTING: PAVEMENT
 LX0008_STAMPING: ELEV 263.887 FT R 9 1923
 LX0008_MARK LOGO: CGS   
 LX0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0008+STABILITY: SURFACE MOTION
 LX0008
 LX0008  HISTORY     - Date     Condition        Report By
 LX0008  HISTORY     - 1923     MONUMENTED       CGS
 LX0008  HISTORY     - 1951     GOOD             NGS
 LX0008  HISTORY     - 1984     GOOD             USPSQD
 LX0008  HISTORY     - 1984     GOOD             NGS
 LX0008
 LX0008                          STATION DESCRIPTION
 LX0008
 LX0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0008'4.1 MI W FROM WILLIMANTIC.
 LX0008'IN TOLLAND COUNTY, 4.1 MILES WEST ALONG THE NEW YORK, NEW HAVEN
 LX0008'AND HARTFORD RAILROAD FROM WILLIMANTIC, WINDHAM COUNTY, 5 RAILS
 LX0008'WEST OF A SEMAPHORE, AT BRIDGE 4.10 CARRYING A HIGHWAY OVER THE
 LX0008'TRACKS, IN THE NORTHEAST CORNER OF THE CONCRETE FOOTING UNDER
 LX0008'THE EAST CONCRETE PEDESTAL UNDER THE SOUTH STEEL PIER OF BENT,
 LX0008'5.9 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT ONE FOOT LOWER THAN
 LX0008'THE TRACK.  A STANDARD DISK, STAMPED ELEV 263.887 FT R 9 1923.
 LX0008'NOTE-- THIS BENCH MARK MAY ALSO BE REACHED FROM A POINT ABOUT
 LX0008'3-1/2 MILES WEST OF WILLIMANTIC WHERE STATE HIGHWAY 14 BRANCHES
 LX0008'OFF U.S. HIGHWAY 6 A, BY GOING 0.7 MILE WEST ALONG U.S. 6 A TO A
 LX0008'DIRT ROAD WHICH BRANCHES OFF TO THE NORTH TOWARD SOUTH COVENTRY,
 LX0008'FOLLOW THIS DIRT ROAD FOR ABOUT 1/4 MILE.
 LX0008
 LX0008                          STATION RECOVERY (1984)
 LX0008
 LX0008'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0008'NOTE: THE FIRST (8) AFTER THE DECIMAL POINT IS MUTILATED BY A DRILL
 LX0008'POINT 1/4 INCH DIAMETER, APPROX. 1/8 INCH DEEP.
 LX0008
 LX0008                          STATION RECOVERY (1984)
 LX0008
 LX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0008'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 6.7 KM (4.15 MI)
 LX0008'WEST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN WILLIMANTIC TO THE
 LX0008'INTERSECTION OF ROSE BRIDGE ROAD LEADING NORTHEAST AND THOMPSON HILL
 LX0008'ROAD LEADING SOUTHWEST, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG ROSE
 LX0008'BRIDGE ROAD TO THE MARK IN TOP OF THE NORTHEAST CORNER OF A CONCRETE
 LX0008'PIER UNDER THE SOUTH STEEL PIER, 4.27 METERS (14.0 FT) SOUTH-SOUTHWEST
 LX0008'OF THE CENTER OF A TRAIL UNDER ROSE BRIDGE ROAD.  NOTE--THE FIRST 8
 LX0008'AND A PORTION OF THE SECOND 8 HAS BEEN STRUCK OUT OF THE DISK.
 LX0008'THE MARK IS 6.64 M BELOW ROSE BRIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3369 ***********************************************************************
 LX3369  DESIGNATION -  R 90
 LX3369  PID         -  LX3369
 LX3369  STATE/COUNTY-  CT/NEW LONDON
 LX3369  USGS QUAD   -  FITCHVILLE (1983)
 LX3369
 LX3369                         *CURRENT SURVEY CONTROL
 LX3369  ___________________________________________________________________
 LX3369* NAD 83(1986)-  41 30 08.     (N)    072 11 08.     (W)     SCALED    
 LX3369* NAVD 88     -       122.735  (meters)     402.67   (feet)  ADJUSTED  
 LX3369  ___________________________________________________________________
 LX3369  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX3369  DYNAMIC HT  -         122.690 (meters)     402.53  (feet)  COMP
 LX3369  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 LX3369
 LX3369  VERT ORDER  -  FIRST     CLASS II
 LX3369
 LX3369.The horizontal coordinates were scaled from a topographic map and have
 LX3369.an estimated accuracy of +/- 6 seconds.
 LX3369
 LX3369.The orthometric height was determined by differential leveling
 LX3369.and adjusted by the National Geodetic Survey in June 1991..
 LX3369
 LX3369.The geoid height was determined by GEOID03.
 LX3369
 LX3369.The dynamic height is computed by dividing the NAVD 88
 LX3369.geopotential number by the normal gravity value computed on the
 LX3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3369.degrees latitude (g = 980.6199 gals.).
 LX3369
 LX3369.The modeled gravity was interpolated from observed gravity values.
 LX3369
 LX3369;                    North         East    Units  Estimated Accuracy
 LX3369;SPC CT       -   226,840.      351,930.      MT  (+/- 180 meters Scaled)
 LX3369
 LX3369                          SUPERSEDED SURVEY CONTROL
 LX3369
 LX3369.No superseded survey control is available for this station.
 LX3369
 LX3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL349983(NAD 83)
 LX3369_MARKER: I = METAL ROD
 LX3369_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3369+WITH SETTING: INFORMATION.
 LX3369_SP_SET: STAINLESS STEEL ROD
 LX3369_STAMPING: R 90 1986
 LX3369_MARK LOGO: NGS   
 LX3369_PROJECTION: FLUSH
 LX3369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3369_ROD/PIPE-DEPTH: 2.19 meters
 LX3369
 LX3369  HISTORY     - Date     Condition        Report By
 LX3369  HISTORY     - 1986     MONUMENTED       NGS
 LX3369  HISTORY     - 19901129 GOOD             USPSQD
 LX3369
 LX3369                          STATION DESCRIPTION
 LX3369
 LX3369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3369'1.5 KM (0.95 MI) EAST FROM MONTVILLE.
 LX3369'1.5 KM (0.95 MI) EAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3369'STATE HIGHWAY 163 NORTH IN MONTVILLE TO THE MARK ON THE RIGHT, AND AT
 LX3369'THE EAST END OF A STEEL CABLE GUARDRAIL, 5.18 METERS (17.0 FT)
 LX3369'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 10.36 METERS (34.0
 LX3369'FT) NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 1.28 METERS (4.2 FT)
 LX3369'SOUTHEAST OF UTILITY POLE NO. 1600.
 LX3369'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3369'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3369
 LX3369                          STATION RECOVERY (1990)
 LX3369
 LX3369'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3153 ***********************************************************************
 LX3153  DESIGNATION -  R 91
 LX3153  PID         -  LX3153
 LX3153  STATE/COUNTY-  CT/HARTFORD
 LX3153  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3153
 LX3153                         *CURRENT SURVEY CONTROL
 LX3153  ___________________________________________________________________
 LX3153* NAD 83(1986)-  41 38 32.     (N)    072 40 36.     (W)     SCALED    
 LX3153* NAVD 88     -        49.672  (meters)     162.97   (feet)  ADJUSTED  
 LX3153  ___________________________________________________________________
 LX3153  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX3153  DYNAMIC HT  -          49.657 (meters)     162.92  (feet)  COMP
 LX3153  MODELED GRAV-     980,312.6   (mgal)                       NAVD 88
 LX3153
 LX3153  VERT ORDER  -  FIRST     CLASS II
 LX3153
 LX3153.The horizontal coordinates were scaled from a topographic map and have
 LX3153.an estimated accuracy of +/- 6 seconds.
 LX3153
 LX3153.The orthometric height was determined by differential leveling
 LX3153.and adjusted by the National Geodetic Survey in June 1991..
 LX3153
 LX3153.The geoid height was determined by GEOID03.
 LX3153
 LX3153.The dynamic height is computed by dividing the NAVD 88
 LX3153.geopotential number by the normal gravity value computed on the
 LX3153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3153.degrees latitude (g = 980.6199 gals.).
 LX3153
 LX3153.The modeled gravity was interpolated from observed gravity values.
 LX3153
 LX3153;                    North         East    Units  Estimated Accuracy
 LX3153;SPC CT       -   242,240.      310,910.      MT  (+/- 180 meters Scaled)
 LX3153
 LX3153                          SUPERSEDED SURVEY CONTROL
 LX3153
 LX3153.No superseded survey control is available for this station.
 LX3153
 LX3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM934126(NAD 83)
 LX3153_MARKER: DB = BENCH MARK DISK
 LX3153_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3153_SP_SET: BRIDGE ABUTMENT
 LX3153_STAMPING: R 91 1986
 LX3153_MARK LOGO: NGS   
 LX3153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3153
 LX3153  HISTORY     - Date     Condition        Report By
 LX3153  HISTORY     - 1986     MONUMENTED       NGS
 LX3153  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 LX3153
 LX3153                          STATION DESCRIPTION
 LX3153
 LX3153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3153'5.2 KM (3.25 MI) SW FROM ROCKY HILL.
 LX3153'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF
 LX3153'STATE HIGHWAY 99 IN ROCKY HILL TO THE JUNCTION OF STATE HIGHWAY 3,
 LX3153'THENCE 1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 3 TO THE MARK ON THE
 LX3153'RIGHT IN THE SOUTHWEST ABUTMENT.  IT IS 4.9 METERS (16.3 FT) WEST OF
 LX3153'THE CENTERLINE OF STATE HIGHWAY 3 AND 2.3 METERS (7.6 FT) NORTH OF
 LX3153'THE SOUTH END OF BRIDGE.
 LX3153'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3153
 LX3153                          STATION RECOVERY (1994)
 LX3153
 LX3153'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3439 ***********************************************************************
 LX3439  DESIGNATION -  R 92
 LX3439  PID         -  LX3439
 LX3439  STATE/COUNTY-  CT/NEW LONDON
 LX3439  USGS QUAD   -  OLD LYME (1976)
 LX3439
 LX3439                         *CURRENT SURVEY CONTROL
 LX3439  ___________________________________________________________________
 LX3439* NAD 83(1986)-  41 18 57.     (N)    072 19 47.     (W)     SCALED    
 LX3439* NAVD 88     -         7.449  (meters)      24.44   (feet)  ADJUSTED  
 LX3439  ___________________________________________________________________
 LX3439  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX3439  DYNAMIC HT  -           7.446 (meters)      24.43  (feet)  COMP
 LX3439  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LX3439
 LX3439  VERT ORDER  -  FIRST     CLASS II
 LX3439
 LX3439.The horizontal coordinates were scaled from a topographic map and have
 LX3439.an estimated accuracy of +/- 6 seconds.
 LX3439
 LX3439.The orthometric height was determined by differential leveling
 LX3439.and adjusted by the National Geodetic Survey in June 1991..
 LX3439
 LX3439.The geoid height was determined by GEOID03.
 LX3439
 LX3439.The dynamic height is computed by dividing the NAVD 88
 LX3439.geopotential number by the normal gravity value computed on the
 LX3439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3439.degrees latitude (g = 980.6199 gals.).
 LX3439
 LX3439.The modeled gravity was interpolated from observed gravity values.
 LX3439
 LX3439;                    North         East    Units  Estimated Accuracy
 LX3439;SPC CT       -   206,070.      339,990.      MT  (+/- 180 meters Scaled)
 LX3439
 LX3439                          SUPERSEDED SURVEY CONTROL
 LX3439
 LX3439.No superseded survey control is available for this station.
 LX3439
 LX3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL235772(NAD 83)
 LX3439_MARKER: DB = BENCH MARK DISK
 LX3439_SETTING: 66 = SET IN ROCK OUTCROP
 LX3439_SP_SET: ROCK OUTCROP
 LX3439_STAMPING: R 92 1986
 LX3439_MARK LOGO: NGS   
 LX3439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3439+STABILITY: POSITION/ELEVATION WELL
 LX3439
 LX3439  HISTORY     - Date     Condition        Report By
 LX3439  HISTORY     - 1986     MONUMENTED       NGS
 LX3439  HISTORY     - 1989     GOOD             USPSQD
 LX3439  HISTORY     - 19901206 GOOD             USPSQD
 LX3439  HISTORY     - 20011015 GOOD             USPSQD
 LX3439
 LX3439                          STATION DESCRIPTION
 LX3439
 LX3439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3439'IN OLD LYME.
 LX3439'MARK IS LOCATED IN OLD LYME ALONG THE WEST SIDE OF LIBRARY IN A ROCK
 LX3439'OUTCROP THAT RUNS NORTHEAST AND SOUTHWEST.  IT IS 9.9 METERS (32.6 FT)
 LX3439'NORTHWEST OF THE SOUTHWEST CORNER OF THE LIBRARY, 5.7 METERS (19.0 FT)
 LX3439'NORTHEAST OF THE SOUTHWEST END OF THE ROCK OUTCROP AND 4.3 METERS
 LX3439'(14.3 FT) NORTH OF A 18-INCH PINE TREE.
 LX3439'THE MARK IS 0.30 M ABOVE GROUND.
 LX3439
 LX3439                          STATION RECOVERY (1989)
 LX3439
 LX3439'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3439'RECOVERED IN GOOD CONDITION.
 LX3439
 LX3439                          STATION RECOVERY (1990)
 LX3439
 LX3439'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3439'RECOVERED IN GOOD CONDITION.
 LX3439
 LX3439                          STATION RECOVERY (2001)
 LX3439
 LX3439'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3439'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1795 ***********************************************************************
 LW1795  DESIGNATION -  R 93
 LW1795  PID         -  LW1795
 LW1795  STATE/COUNTY-  CT/WINDHAM
 LW1795  USGS QUAD   -  PLAINFIELD (1983)
 LW1795
 LW1795                         *CURRENT SURVEY CONTROL
 LW1795  ___________________________________________________________________
 LW1795* NAD 83(1986)-  41 41 37.     (N)    071 57 23.     (W)     SCALED    
 LW1795* NAVD 88     -        37.171  (meters)     121.95   (feet)  ADJUSTED  
 LW1795  ___________________________________________________________________
 LW1795  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LW1795  DYNAMIC HT  -          37.158 (meters)     121.91  (feet)  COMP
 LW1795  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LW1795
 LW1795  VERT ORDER  -  FIRST     CLASS II
 LW1795
 LW1795.The horizontal coordinates were scaled from a topographic map and have
 LW1795.an estimated accuracy of +/- 6 seconds.
 LW1795
 LW1795.The orthometric height was determined by differential leveling
 LW1795.and adjusted by the National Geodetic Survey in June 1991..
 LW1795
 LW1795.The geoid height was determined by GEOID03.
 LW1795
 LW1795.The dynamic height is computed by dividing the NAVD 88
 LW1795.geopotential number by the normal gravity value computed on the
 LW1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1795.degrees latitude (g = 980.6199 gals.).
 LW1795
 LW1795.The modeled gravity was interpolated from observed gravity values.
 LW1795
 LW1795;                    North         East    Units  Estimated Accuracy
 LW1795;SPC CT       -   248,250.      370,870.      MT  (+/- 180 meters Scaled)
 LW1795
 LW1795                          SUPERSEDED SURVEY CONTROL
 LW1795
 LW1795.No superseded survey control is available for this station.
 LW1795
 LW1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG539199(NAD 83)
 LW1795_MARKER: DB = BENCH MARK DISK
 LW1795_SETTING: 66 = SET IN ROCK OUTCROP
 LW1795_SP_SET: ROCK CUT
 LW1795_STAMPING: R 93 1986
 LW1795_MARK LOGO: NGS   
 LW1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1795+STABILITY: POSITION/ELEVATION WELL
 LW1795
 LW1795  HISTORY     - Date     Condition        Report By
 LW1795  HISTORY     - 1986     MONUMENTED       NGS
 LW1795  HISTORY     - 19961125 GOOD             USPSQD
 LW1795
 LW1795                          STATION DESCRIPTION
 LW1795
 LW1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1795'1.4 KM (0.85 MI) SE FROM CANTERBURY.
 LW1795'0.8 KM (0.5 MI) SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 LW1795'STATE HIGHWAY 169 IN CANTERBURY, THENCE 0.6 KM (0.4 MI) SOUTHEAST
 LW1795'ALONG STATE HIGHWAY 14A TO THE MARK ON THE LEFT IN TOP OF THE LOWER
 LW1795'LEDGE OF A ROCK CUT, 8.84 METERS (29.0 FT) NORTHEAST OF THE CENTERLINE
 LW1795'OF THE HIGHWAY, 5.49 METERS (18.0 FT) NORTHWEST OF THE SOUTHEAST END
 LW1795'OF THE ROCK CUT, 1.37 METERS (4.5 FT) NORTHEAST OF A NO PASSING ZONE
 LW1795'SIGN.
 LW1795'THE MARK IS 0.75 M ABOVE HIGHWAY.
 LW1795
 LW1795                          STATION RECOVERY (1996)
 LW1795
 LW1795'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3238 ***********************************************************************
 LX3238  DESIGNATION -  R 96
 LX3238  PID         -  LX3238
 LX3238  STATE/COUNTY-  CT/NEW LONDON
 LX3238  USGS QUAD   -  COLCHESTER (1984)
 LX3238
 LX3238                         *CURRENT SURVEY CONTROL
 LX3238  ___________________________________________________________________
 LX3238* NAD 83(1986)-  41 34 20.     (N)    072 15 02.     (W)     SCALED    
 LX3238* NAVD 88     -        90.819  (meters)     297.96   (feet)  ADJUSTED  
 LX3238  ___________________________________________________________________
 LX3238  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3238  DYNAMIC HT  -          90.787 (meters)     297.86  (feet)  COMP
 LX3238  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 LX3238
 LX3238  VERT ORDER  -  FIRST     CLASS II
 LX3238
 LX3238.The horizontal coordinates were scaled from a topographic map and have
 LX3238.an estimated accuracy of +/- 6 seconds.
 LX3238
 LX3238.The orthometric height was determined by differential leveling
 LX3238.and adjusted by the National Geodetic Survey in June 1991..
 LX3238
 LX3238.The geoid height was determined by GEOID03.
 LX3238
 LX3238.The dynamic height is computed by dividing the NAVD 88
 LX3238.geopotential number by the normal gravity value computed on the
 LX3238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3238.degrees latitude (g = 980.6199 gals.).
 LX3238
 LX3238.The modeled gravity was interpolated from observed gravity values.
 LX3238
 LX3238;                    North         East    Units  Estimated Accuracy
 LX3238;SPC CT       -   234,580.      346,460.      MT  (+/- 180 meters Scaled)
 LX3238
 LX3238                          SUPERSEDED SURVEY CONTROL
 LX3238
 LX3238.No superseded survey control is available for this station.
 LX3238
 LX3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM292059(NAD 83)
 LX3238_MARKER: DB = BENCH MARK DISK
 LX3238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3238_SP_SET: BRIDGE ABUTMENT
 LX3238_STAMPING: R 96 1986
 LX3238_MARK LOGO: NGS   
 LX3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3238+STABILITY: SURFACE MOTION
 LX3238
 LX3238  HISTORY     - Date     Condition        Report By
 LX3238  HISTORY     - 1986     MONUMENTED       NGS
 LX3238  HISTORY     - 19910103 GOOD             USPSQD
 LX3238
 LX3238                          STATION DESCRIPTION
 LX3238
 LX3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3238'9.1 KM (5.65 MI) WEST FROM BOZRAH.
 LX3238'9.1 KM (5.65 MI) WEST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE
 LX3238'IN BOZRAH TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF THE EAST
 LX3238'ABUTMENT OF THE HIGHWAY BRIDGE OVER A SMALL CREEK TO SAVIN LAKE, 4.27
 LX3238'METERS (14.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.12 METER
 LX3238'(0.4 FT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 LX3238'THE MARK IS 0.20 M BELOW HIGHWAY.
 LX3238
 LX3238                          STATION RECOVERY (1991)
 LX3238
 LX3238'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3403 ***********************************************************************
 LX3403  DESIGNATION -  R 97
 LX3403  PID         -  LX3403
 LX3403  STATE/COUNTY-  CT/NEW LONDON
 LX3403  USGS QUAD   -  UNCASVILLE (1984)
 LX3403
 LX3403                         *CURRENT SURVEY CONTROL
 LX3403  ___________________________________________________________________
 LX3403* NAD 83(1986)-  41 28 05.     (N)    072 06 09.     (W)     SCALED    
 LX3403* NAVD 88     -        70.720  (meters)     232.02   (feet)  ADJUSTED  
 LX3403  ___________________________________________________________________
 LX3403  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX3403  DYNAMIC HT  -          70.695 (meters)     231.94  (feet)  COMP
 LX3403  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX3403
 LX3403  VERT ORDER  -  FIRST     CLASS II
 LX3403
 LX3403.The horizontal coordinates were scaled from a topographic map and have
 LX3403.an estimated accuracy of +/- 6 seconds.
 LX3403
 LX3403.The orthometric height was determined by differential leveling
 LX3403.and adjusted by the National Geodetic Survey in June 1991..
 LX3403
 LX3403.The geoid height was determined by GEOID03.
 LX3403
 LX3403.The dynamic height is computed by dividing the NAVD 88
 LX3403.geopotential number by the normal gravity value computed on the
 LX3403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3403.degrees latitude (g = 980.6199 gals.).
 LX3403
 LX3403.The modeled gravity was interpolated from observed gravity values.
 LX3403
 LX3403;                    North         East    Units  Estimated Accuracy
 LX3403;SPC CT       -   223,090.      358,890.      MT  (+/- 180 meters Scaled)
 LX3403
 LX3403                          SUPERSEDED SURVEY CONTROL
 LX3403
 LX3403.No superseded survey control is available for this station.
 LX3403
 LX3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL419947(NAD 83)
 LX3403_MARKER: I = METAL ROD
 LX3403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3403_SP_SET: STAINLESS STEEL ROD
 LX3403_STAMPING: R 97 1986
 LX3403_MARK LOGO: NGS   
 LX3403_PROJECTION: FLUSH
 LX3403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3403_ROD/PIPE-DEPTH: 6.1  meters
 LX3403
 LX3403  HISTORY     - Date     Condition        Report By
 LX3403  HISTORY     - 1986     MONUMENTED       NGS
 LX3403  HISTORY     - 1989     GOOD             USPSQD
 LX3403  HISTORY     - 19900428 GOOD             USPSQD
 LX3403
 LX3403                          STATION DESCRIPTION
 LX3403
 LX3403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3403'1.6 KM (1.0 MI) SOUTH FROM MONTVILLE.
 LX3403'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE STATE HIGHWAY 2A
 LX3403'OVERPASS IN MONTVILLE TO THE MARK ON THE LEFT AT THE UNCASVILLE POST
 LX3403'OFFICE.  IT IS 26.36 METERS (86.5 FT) SOUTHEAST OF THE EAST CURB OF
 LX3403'THE HIGHWAY, 10.82 METERS (35.5 FT) NORTH-NORTHEAST OF THE NORTHWEST
 LX3403'CORNER OF THE POST OFFICE, 1.25 METERS (4.1 FT) NORTH-NORTHEAST
 LX3403'OF A FLAGPOLE AND 0.58 METER (1.9 FT) SOUTHEAST OF THE EAST EDGE OF A
 LX3403'SIDEWALK.
 LX3403'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3403'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3403
 LX3403                          STATION RECOVERY (1989)
 LX3403
 LX3403'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3403'RECOVERED IN GOOD CONDITION.
 LX3403
 LX3403                          STATION RECOVERY (1990)
 LX3403
 LX3403'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5974 ***********************************************************************
 LX5974  DESIGNATION -  R L SELDENS GABLE
 LX5974  PID         -  LX5974
 LX5974  STATE/COUNTY-  CT/MIDDLESEX
 LX5974  USGS QUAD   -  DEEP RIVER (1971)
 LX5974
 LX5974                         *CURRENT SURVEY CONTROL
 LX5974  ___________________________________________________________________
 LX5974* NAD 83(1996)-  41 23 24.89747(N)    072 25 57.68205(W)     ADJUSTED  
 LX5974* NAVD 88     -                                                        
 LX5974  ___________________________________________________________________
 LX5974  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX5974  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX5974
 LX5974  HORZ ORDER  -  THIRD
 LX5974
 LX5974.The horizontal coordinates were established by classical geodetic methods
 LX5974.and adjusted by the National Geodetic Survey in August 1998..
 LX5974
 LX5974
 LX5974.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5974
 LX5974.The geoid height was determined by GEOID03.
 LX5974
 LX5974;                    North         East     Units Scale Factor Converg.
 LX5974;SPC CT       -   214,298.794   331,339.082   MT  0.99998626   +0 12 37.4
 LX5974;SPC CT       -   703,078.63  1,087,068.30   sFT  0.99998626   +0 12 37.4
 LX5974;UTM  18      - 4,585,260.628   714,645.379   MT  1.00016703   +1 41 53.2
 LX5974
 LX5974                          SUPERSEDED SURVEY CONTROL
 LX5974
 LX5974  NAD 83(1992)-  41 23 24.89659(N)    072 25 57.68176(W) AD(       ) 4
 LX5974  NAD 83(1986)-  41 23 24.89845(N)    072 25 57.68475(W) AD(       ) 4
 LX5974  NAD 27      -  41 23 24.53900(N)    072 25 59.39300(W) AD(       ) 3
 LX5974
 LX5974.Superseded values are not recommended for survey control.
 LX5974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5974.See file dsdata.txt to determine how the superseded data were derived.
 LX5974
 LX5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1464585261(NAD 83)
 LX5974_MARKER: 81 = GABLE
 LX5974
 LX5974  HISTORY     - Date     Condition        Report By
 LX5974  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX5974  HISTORY     - 1961     GOOD             CGS
 LX5974  HISTORY     - 1984     GOOD             USPSQD
 LX5974  HISTORY     - 19970210 GOOD             USPSQD
 LX5974
 LX5974                          STATION DESCRIPTION
 LX5974
 LX5974'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5974'THE RESIDENCE OF R.L. SELDEN IS ON THE HILL BETWEEN READ AND
 LX5974'RIVER STREETS IN THE VILLAGE OF DEEP RIVER.
 LX5974'
 LX5974'THE HOUSE IS 2-STORIES HIGH AND PAINTED WHITE.  THE MAIN AXIS
 LX5974'OF THE HOUSE IS E AND W.  ANOTHER GABLE FACES S.  THE EASTERLY
 LX5974'PART OF THE HOUSE RISES CONSIDERABLY, MAKING THIS GABLE THE
 LX5974'HIGHEST OF THE THREE.  THERE IS ONE ARCHED WINDOW WITH TWO
 LX5974'SMALLER RECTANGULAR WINDOWS CLOSE BY IN THE E GABLE.
 LX5974'
 LX5974'CENTER IS THE APEX OF THE E GABLE.
 LX5974
 LX5974                          STATION RECOVERY (1961)
 LX5974
 LX5974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5974'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1935.  THE
 LX5974'STATION IS IN GOOD CONDITION.
 LX5974
 LX5974                          STATION RECOVERY (1984)
 LX5974
 LX5974'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5974'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5974'AND ACCURATE EXCEPT THE HOUSE IS PAINTED GRAY.
 LX5974
 LX5974                          STATION RECOVERY (1997)
 LX5974
 LX5974'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6411 ***********************************************************************
 LX6411  DESIGNATION -  RABBIT ROCK
 LX6411  PID         -  LX6411
 LX6411  STATE/COUNTY-  CT/NEW HAVEN
 LX6411  USGS QUAD   -  BRANFORD (1984)
 LX6411
 LX6411                         *CURRENT SURVEY CONTROL
 LX6411  ___________________________________________________________________
 LX6411* NAD 83(1996)-  41 20 31.59652(N)    072 51 10.59487(W)     ADJUSTED  
 LX6411* NAVD 88     -       113.5    (meters)     372.     (feet)  VERTCON   
 LX6411  ___________________________________________________________________
 LX6411  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX6411  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6411
 LX6411  HORZ ORDER  -  FIRST
 LX6411
 LX6411.The horizontal coordinates were established by classical geodetic methods
 LX6411.and adjusted by the National Geodetic Survey in August 1998..
 LX6411
 LX6411.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6411
 LX6411.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6411
 LX6411.The geoid height was determined by GEOID03.
 LX6411
 LX6411;                    North         East     Units Scale Factor Converg.
 LX6411;SPC CT       -   208,908.885   296,184.517   MT  0.99998870   -0 04 05.7
 LX6411;SPC CT       -   685,395.23    971,732.04   sFT  0.99998870   -0 04 05.7
 LX6411;SPC NY L     -   131,162.416   396,007.422   MT  1.00003172   +0 45 01.0
 LX6411;SPC NY L     -   430,322.03  1,299,234.35   sFT  1.00003172   +0 45 01.0
 LX6411;UTM  18      - 4,578,959.534   679,639.323   MT  0.99999716   +1 25 07.0
 LX6411
 LX6411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6411!SPC CT       -   0.99998686  x   0.99998870  =   0.99997556
 LX6411!SPC NY L     -   0.99998686  x   1.00003172  =   1.00001858
 LX6411!UTM  18      -   0.99998686  x   0.99999716  =   0.99998402
 LX6411
 LX6411|---------------------------------------------------------------------|
 LX6411| PID    Reference Object                     Distance      Geod. Az  |
 LX6411|                                                           dddmmss.s |
 LX6411| CZ7799 RABBIT ROCK RM 2                     19.752 METERS 09027     |
 LX6411| CZ7801 RABBIT ROCK RM 4                     19.745 METERS 09030     |
 LX6411| LX6429 BRANFORD 2                          APPROX. 6.3 KM 1001512.1 |
 LX6411| CZ7800 RABBIT ROCK RM 3                     18.456 METERS 20544     |
 LX6411| LX6479 NORTH HAVEN BRICK CO STACK          APPROX. 3.3 KM 3044722.7 |
 LX6411| CZ7797 RABBIT ROCK AZ MK                                  3102326.1 |
 LX6411| LX6446 MONTOWESE BAP CHURCH SPIRE          APPROX. 1.1 KM 3130827.9 |
 LX6411| LX6452 AMERICAN CREOSOTING CO STACK        APPROX. 2.0 KM 3142311.0 |
 LX6411| LX6449 AMERICAN CREOSOTING CO TANK         APPROX. 2.1 KM 3175817.2 |
 LX6411| LX6447 NY NH H RR CULVER RD TANK           APPROX. 1.8 KM 3310712.9 |
 LX6411| CZ7798 RABBIT ROCK RM 1                      0.825 METERS 34715     |
 LX6411| LX6378 WALLINGFORD SANITARIUM TANK         APPROX.14.5 KM 3575120.6 |
 LX6411|---------------------------------------------------------------------|
 LX6411
 LX6411                          SUPERSEDED SURVEY CONTROL
 LX6411
 LX6411  NAD 83(1992)-  41 20 31.59563(N)    072 51 10.59474(W) AD(       ) 1
 LX6411  NAD 83(1986)-  41 20 31.59788(N)    072 51 10.59776(W) AD(       ) 1
 LX6411  NAD 27      -  41 20 31.25506(N)    072 51 12.23546(W) AD(       ) 1
 LX6411  NGVD 29 (07/19/86)  113.8    (m)          373.     (f) VERT ANG       
 LX6411
 LX6411.Superseded values are not recommended for survey control.
 LX6411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6411.See file dsdata.txt to determine how the superseded data were derived.
 LX6411
 LX6411_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7963978960(NAD 83)
 LX6411
 LX6411  HISTORY     - Date     Condition        Report By
 LX6411  HISTORY     - 1870     MONUMENTED       CGS
 LX6411  HISTORY     - 1871     SEE DESCRIPTION  CGS
 LX6411  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6411  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX6411  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6411
 LX6411                          STATION DESCRIPTION
 LX6411
 LX6411'DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (EG)
 LX6411'THE STATION OF 1838 WAS SEARCHED FOR WITHOUT SUCCESS.  STATION
 LX6411'IS ON RABBIT ROCK, KNOWN IN THE IMMEDIATE NEIGHBORHOOD AS
 LX6411'PETERS ROCK AND DESIGNATED AS GREAT ROCK IN THE LIST OF
 LX6411'GEOGRAPHICAL POSITIONS IN THE REPORT OF 1851.  THE ROCK MAY BE
 LX6411'REACHED FROM NEW HAVEN, EITHER BY WAY OF GRAND STREET THROUGH
 LX6411'FAIR HAVEN TO NORTH QUINIPIAC STREET, THENCE BY THE LATTER
 LX6411'STREET ABOUT 2-1/2 MILES TO THE MIDDLETOWN TURNPIKE AND THENCE
 LX6411'HALF A MILE TO THE WOOD ROAD LEADING TO THE FOOT OF THE HILL.
 LX6411'OR BY WAY OF STATE STREET DIRECT TO THE MIDDLETOWN
 LX6411'TURNPIKE.  STATION MARKED BY AN IRON BOLT 4 INCHES LONG AND
 LX6411'A LITTLE OVER 1/2 INCH IN DIAMETER, SET WITH SULPHUR IN A
 LX6411'HOLE DRILLED IN THE ROCK.  IT IS ON A BROAD FLAT ROCK TO
 LX6411'THE S OF THE MASS OF TRAP FORMING THE TOP OF THE HILL.  RABBIT
 LX6411'ROCK IS WILD LAND IN THE TOWN OF NORTH HAVEN, BELONGING TO
 LX6411'THE COUNTY OF NEW HAVEN.
 LX6411
 LX6411                          STATION RECOVERY (1933)
 LX6411
 LX6411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6411'THIS STATION IS LOCATED ON PETERS ROCK, ON THE E SIDE OF THE
 LX6411'MIDDLETOWN TURNPIKE, IN THE TOWN OF NORTH HAVEN.
 LX6411'
 LX6411'APPROACHING FROM NEW HAVEN, GO VIA MIDDLETOWN AVENUE TO ITS
 LX6411'INTERSECTION WITH QUINIPIAC AVENUE.  GO 0.5 MILE ON THE ROAD
 LX6411'TO MIDDLETOWN.  TURN RIGHT ON WOODS ROAD AND GO 1/4 MILE TO THE
 LX6411'FOOT OF PETERS ROCK.  FROM HERE THERE ARE SEVERAL PATHS TO
 LX6411'THE SUMMIT BUT THE ONE FROM THE SOUTHEASTWARD SEEMS THE BEST.
 LX6411'
 LX6411'STATION IS NOT ON THE HIGHEST PART OF THE HILL BUT IS ABOUT
 LX6411'20 METERS TO THE WESTWARD ON A FLAT OUTCROPPING TRAP ROCK
 LX6411'LEDGE.  TO THE NORTHWARD THIS LEDGE BREAKS SHARPLY TO THE LEVEL
 LX6411'GROUND OF THE MONTOWESE FARMING LANDS.
 LX6411'
 LX6411'CENTER IS AN IRON BOLT LEADED TO THE ROCK FLUSH WITH THE
 LX6411'SURFACE OF THE LEDGE.  THERE ARE SEVERAL LONGER BOLTS IN THE
 LX6411'VICINITY, ALSO LEADED IN, WHICH WERE ONCE USED AS ANCHORAGE FOR
 LX6411'A BUILDING.
 LX6411'
 LX6411'REFERENCE MARK NO. 1 WAS ESTABLISHED IN SAME LEDGE AS STATION
 LX6411'IN ORDER TO IDENTIFY THE CENTER BOLT.  IT IS 0.82 METER DISTANT.
 LX6411'
 LX6411'REFERENCE MARK NO. 2 WAS ESTABLISHED IN THE EDGE OF THE LEDGE
 LX6411'AT THE HIGHEST PART OF THE HILL.  IT IS 19.75 METERS DISTANT.
 LX6411'
 LX6411'BOTH REFERENCE MARKS ARE BRONZE TABLETS ESTABLISHED IN 1933.
 LX6411'
 LX6411'THE CENTER MARK IS THE ORIGINAL 1870 MARK.
 LX6411
 LX6411                          STATION RECOVERY (1942)
 LX6411
 LX6411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6411'THE STATION WAS RECOVERED AS DESCRIBED IN 1933, WITH THE
 LX6411'EXCEPTION OF REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 LX6411'2.  REFERENCE MARK NO. 1 HAS BEEN COMPLETELY DESTROYED.  REFERENCE
 LX6411'MARK NO. 2 WAS FOUND IN PLACE BUT THE DISK HAS BEEN BADLY
 LX6411'BATTERED AND THE STAMPING IS NOT NOTICEABLE.  REFERENCE MARK NO.
 LX6411'3 WAS ESTABLISHED AND ALSO AN AZIMUTH MARK.  A COMPLETE
 LX6411'DESCRIPTION FOLLOWS.
 LX6411'
 LX6411'REFERENCE MARK NO. 3 IS 18.477 METERS (60.62 FEET) W OF THE
 LX6411'STATION.  THE DISK IS SET IN A DRILLED HOLE IN OUTCROPPING
 LX6411'BEDROCK AS DESCRIBED IN NOTE 12A.  IT IS ABOUT 3 FEET LOWER IN
 LX6411'ELEVATION THAN THE STATION MARK.  THE DISK I STAMPED RABBIT
 LX6411'ROCK NO. 3 1942.
 LX6411'
 LX6411'THE AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 0.5 MILE NW OF
 LX6411'THE JUNCTION OF ALTERNATE U.S. HIGHWAY 5 AND CONN. STATE HIGHWAY
 LX6411'15, WHICH IS ON THE SOUTHERN EDGE OF THE TOWN OF MONTOWESE,
 LX6411'23.4 FEET S OF THE CENTERLINE OF CONN. STATE HIGHWAY 15, 5.4
 LX6411'FEET W OF A POWER LINE POLE NO. 2004, 4.8 FEET W OF A DIM TRACK
 LX6411'ROAD S, 3.7 FEET SE OF A STANDARD REFERENCE POST.  THE DISK IS
 LX6411'STAMPED RABBIT ROCK 1942.  NOTE 11A.
 LX6411
 LX6411                          STATION RECOVERY (1976)
 LX6411
 LX6411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6411'THE STATION MARK WAS RECOVERED, BUT ONLY THE SHANK OF THE DISK
 LX6411'REMAINS.  THE DRILL HOLE FOR REFERENCE MARK 1 WAS RECOVERED,
 LX6411'BUT THE DISK WAS GONE.  REFERENCE MARK 3 WAS RECOVERED IN GOOD
 LX6411'CONDITION.  ONLY THE DRILL HOLE FOR REFERENCE MARK 2 WAS
 LX6411'RECOVERED AND REFERENCE MARK 4 DISK WAS CEMENTED IN IT AT THIS
 LX6411'TIME.  THE DISTANCE TO REFERENCE MARK 3 WAS LESS BY 0.021
 LX6411'OF A METER.  THE DISTANCE AND DIRECTION TO REFERENCE MARK
 LX6411'1 DRILL HOLE CHECKED THE OLD DATA.  A COMPLETE NEW
 LX6411'DESCRIPTION FOLLOWS.
 LX6411'
 LX6411'THE STATION IS ABOUT 3-1/4 MILES NORTHEAST OF NEW HAVEN
 LX6411'3-1/4 MILES SOUTHEAST OF SPRING GLEN, 3/4 MILE SOUTHEAST OF
 LX6411'MONTOWESE AND IS ON PROPERTY OWNED BY THE CITY OF NORTH HAVEN,
 LX6411'PERMISSION BY MR. WALTER GAWRYCH, TOWN HALL, FIRST SELECTMAN,
 LX6411'NORTH HAVEN, CONNECTICUT 04853, PHONE NUMBER 239-5321.
 LX6411'
 LX6411'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND
 LX6411'17, WHICH IS ABOUT 200 FEET EAST OF INTERSTATE 91 AND ABOUT
 LX6411'1-1/4 MILES NORTHEAST OF NEW HAVEN, GO NORTHEAST ON HIGHWAY 17
 LX6411'FOR 1.45 MILES TO A CROSS ROAD, QUINNAPAC AVENUE.  CONTINUE
 LX6411'NORTHEAST ON HIGHWAY 17 FOR 0.6 MILE TO A SIDE ROAD LEFT,
 LX6411'VILLAGE STREET.  CONTINUE NORTHEAST ON HIGHWAY 17 FOR 0.15 MILE
 LX6411'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 LX6411'HERMITAGE
 LX6411'LANE FOR 0.35 MILE TO A FORK.  CONTINUE STRAIGHT AHEAD ON A
 LX6411'NARROW TRACK ROAD FOR ABOUT 200 FEET AND THE END OF TRUCK
 LX6411'TRAVEL.  FROM HERE PACK SOUTHERLY UP A STEEP HILL THROUGH
 LX6411'THE WOODS FOR ABOUT 15 MINUTES TO THE TOP OF THE HILL AND
 LX6411'THE STATION, WHICH IS JUST WEST OF THE HIGHEST PART OF
 LX6411'THE HILL, ON A LARGE OUTCROPPING OF BEDROCK.
 LX6411'
 LX6411'STATION MARK IS A SHANK OF A BRASS DISK CEMENTED IN A DRILL
 LX6411'HOLE IN BEDROCK.  IT IS 28 FEET EAST OF THE WEST EDGE OF A
 LX6411'LEDGE, 6 FEET SOUTHWEST OF THE NORTHEAST EDGE OF A LEDGE AND
 LX6411'4 FEET SOUTH OF THE NORTH EDGE OF A LEDGE.
 LX6411'
 LX6411'REFERENCE MARK 1 IS A 1/2 INCH DRILL HOLE IN BEDROCK.  IT IS AT
 LX6411'THE SAME LOCATION AS THE STATION MARK.
 LX6411'
 LX6411'REFERENCE MARK 3, STAMPED---RABBIT ROCK NO 3 1942---, IS A
 LX6411'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 18
 LX6411'FEET NORTH OF A SMALL OAK TREE, 16 FEET WEST OF A
 LX6411'SMALL TREE AND 2
 LX6411'FEET EAST OF THE WEST EDGE OF A ROCK LEDGE.  IT IS ABOUT 3
 LX6411'FEET LOWER THAN THE STATION.
 LX6411'
 LX6411'REFERENCE MARK 4, STAMPED---RABBIT ROCK 1870 NO 4 1976---, IS A
 LX6411'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 28
 LX6411'FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE ROCK OUTCROP, 16
 LX6411'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK OUTCROP AND
 LX6411'14 FEET SOUTH OF A CLUMP OF TREES.
 LX6411'
 LX6411'THE OLD AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  NO
 LX6411'SUITABLE PLACE WAS FOUND TO SET A NEW AZIMUTH MARK.
 LX6411'
 LX6411'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.4 METERS.
 LX6411'
 LX6411'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5843 ***********************************************************************
 LX5843  DESIGNATION -  RAILWAY ELEVATED TANK
 LX5843  PID         -  LX5843
 LX5843  STATE/COUNTY-  CT/MIDDLESEX
 LX5843  USGS QUAD   -  OLD LYME (1976)
 LX5843
 LX5843                         *CURRENT SURVEY CONTROL
 LX5843  ___________________________________________________________________
 LX5843* NAD 83(1996)-  41 18 02.67485(N)    072 22 24.84006(W)     ADJUSTED  
 LX5843* NAVD 88     -                                                        
 LX5843  ___________________________________________________________________
 LX5843  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LX5843  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5843
 LX5843  HORZ ORDER  -  THIRD
 LX5843
 LX5843.The horizontal coordinates were established by classical geodetic methods
 LX5843.and adjusted by the National Geodetic Survey in August 1998..
 LX5843
 LX5843
 LX5843.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5843
 LX5843.The geoid height was determined by GEOID03.
 LX5843
 LX5843;                    North         East     Units Scale Factor Converg.
 LX5843;SPC CT       -   204,378.230   336,327.128   MT  0.99999136   +0 14 58.6
 LX5843;SPC CT       -   670,530.91  1,103,433.25   sFT  0.99999136   +0 14 58.6
 LX5843;SPC NY L     -   127,204.017   436,212.069   MT  1.00002579   +1 03 49.8
 LX5843;SPC NY L     -   417,335.18  1,431,139.10   sFT  1.00002579   +1 03 49.8
 LX5843;UTM  18      - 4,575,470.884   719,890.050   MT  1.00019510   +1 44 03.0
 LX5843
 LX5843                          SUPERSEDED SURVEY CONTROL
 LX5843
 LX5843  NAD 83(1992)-  41 18 02.67389(N)    072 22 24.83974(W) AD(       ) 4
 LX5843  NAD 83(1986)-  41 18 02.67574(N)    072 22 24.84321(W) AD(       ) 4
 LX5843  NAD 27      -  41 18 02.32000(N)    072 22 26.54200(W) AD(       ) 3
 LX5843
 LX5843.Superseded values are not recommended for survey control.
 LX5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5843.See file dsdata.txt to determine how the superseded data were derived.
 LX5843
 LX5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1989075471(NAD 83)
 LX5843
 LX5843  HISTORY     - Date     Condition        Report By
 LX5843  HISTORY     - 1934     MONUMENTED       CGS
 LX5843  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5843  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5843
 LX5843                          STATION DESCRIPTION
 LX5843
 LX5843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5843'THIS TANK WAS FORMERLY USED AS A WATER SUPPLY BY THE SHORE LINE
 LX5843'ELECTRIC RAILWAY COMPANY.  IT IS NOW OWNED BY THE NEW HAVEN AND
 LX5843'SHORE LINE RAILWAY COMPANY, BUS OPERATORS.  IT IS LOCATED 30 METERS
 LX5843'S 20 DEG W (MAGNETIC) FROM THE SW CORNER OF THEIR GARAGE.
 LX5843'
 LX5843'THE TANK IS OF WOOD STAVE CONSTRUCTION SUPPORTED BY A SKELETON
 LX5843'STEEL FRAME.  THE CONICAL SHINGLED ROOF HAS A WOODEN FINIAL AT THE
 LX5843'APEX.
 LX5843'
 LX5843'CENTER IS THE FINIAL.  TANK IS UNUSED AT PRESENT AND IN VERY BAD
 LX5843'REPAIR.
 LX5843
 LX5843                          STATION RECOVERY (1948)
 LX5843
 LX5843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5843'TANK HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THIS STATION BE
 LX5843'CONSIDERED DESTROYED.
 LX5843
 LX5843                          STATION RECOVERY (1997)
 LX5843
 LX5843'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3787 ***********************************************************************
 LX3787  DESIGNATION -  RAM
 LX3787  PID         -  LX3787
 LX3787  STATE/COUNTY-  CT/FAIRFIELD
 LX3787  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3787
 LX3787                         *CURRENT SURVEY CONTROL
 LX3787  ___________________________________________________________________
 LX3787* NAD 83(1996)-  41 03 42.79368(N)    073 24 17.97106(W)     ADJUSTED  
 LX3787* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX3787  ___________________________________________________________________
 LX3787  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 LX3787  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX3787
 LX3787  HORZ ORDER  -  THIRD
 LX3787
 LX3787.The horizontal coordinates were established by classical geodetic methods
 LX3787.and adjusted by the National Geodetic Survey in August 1998..
 LX3787
 LX3787.The orthometric height was scaled from a topographic map.
 LX3787
 LX3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3787
 LX3787.The geoid height was determined by GEOID03.
 LX3787
 LX3787;                    North         East     Units Scale Factor Converg.
 LX3787;SPC CT       -   177,991.438   249,743.918   MT  1.00001682   -0 26 03.5
 LX3787;SPC CT       -   583,960.24    819,368.17   sFT  1.00001682   -0 26 03.5
 LX3787;SPC NY L     -    99,582.263   350,013.958   MT  1.00000171   +0 23 21.1
 LX3787;SPC NY L     -   326,712.81  1,148,337.46   sFT  1.00000171   +0 23 21.1
 LX3787;UTM  18      - 4,546,852.678   634,019.476   MT  0.99982106   +1 02 52.3
 LX3787
 LX3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3787!SPC CT       -   1.00000463  x   1.00001682  =   1.00002145
 LX3787!SPC NY L     -   1.00000463  x   1.00000171  =   1.00000634
 LX3787!UTM  18      -   1.00000463  x   0.99982106  =   0.99982569
 LX3787
 LX3787:                Primary Azimuth Mark                     Grid Az
 LX3787:SPC CT       -  ROUND BEACH BEACON                       013 49 58.5
 LX3787:SPC NY L     -  ROUND BEACH BEACON                       013 00 33.9
 LX3787:UTM  18      -  ROUND BEACH BEACON                       012 21 02.7
 LX3787
 LX3787|---------------------------------------------------------------------|
 LX3787| PID    Reference Object                     Distance      Geod. Az  |
 LX3787|                                                           dddmmss.s |
 LX3787| LX3791 ROUND BEACH BEACON                  APPROX. 1.9 KM 0132355.0 |
 LX3787| LX3793 CHIMONS ISLAND 2                    APPROX. 1.4 KM 0595704.4 |
 LX3787| CB4240 RAM WM 2 BLAZE                                     08020     |
 LX3787| CB4241 RAM WM 3 TREE                                      10533     |
 LX3787| CB4239 RAM RM 1                                           15825     |
 LX3787| CB4242 RAM WM 4 CROSS                                     19531     |
 LX3787| CB4243 RAM WM 5 CROSS                                     21118     |
 LX3787| LX3790 LONG BEACH BEACON                   APPROX. 1.3 KM 3570954.6 |
 LX3787|---------------------------------------------------------------------|
 LX3787
 LX3787                          SUPERSEDED SURVEY CONTROL
 LX3787
 LX3787  NAD 83(1992)-  41 03 42.79331(N)    073 24 17.96918(W) AD(       ) 3
 LX3787  NAD 83(1986)-  41 03 42.79443(N)    073 24 17.97176(W) AD(       ) 3
 LX3787  NAD 27      -  41 03 42.44500(N)    073 24 19.54700(W) AD(       ) 3
 LX3787
 LX3787.Superseded values are not recommended for survey control.
 LX3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3787.See file dsdata.txt to determine how the superseded data were derived.
 LX3787
 LX3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3401946853(NAD 83)
 LX3787
 LX3787  HISTORY     - Date     Condition        Report By
 LX3787  HISTORY     - 1932     MONUMENTED       CGS
 LX3787  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3787
 LX3787                          STATION DESCRIPTION
 LX3787
 LX3787'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3787'STATION IS ON NORTHERLY TIP OF RAM ISLAND ON EDGE OF SMALL BLUFF
 LX3787'LINE.  LOW WATER SPIT EXTENDS NORTHEASTERLY FROM STATION.  STATION
 LX3787'IS LEFT OF LINE BETWEEN BEACON (LONG BEACH) AND RED BRICK STACK
 LX3787'OF C. AND K. HAT COMPANY, AND ON EXTENDED LINE BETWEEN NORTHERLY
 LX3787'TIP OF LOW WATER SPIT AND EASTERLY OF TRANSMISSION TOWERS AT
 LX3787'SAUGATUCK.  THE STATION IS STANDARD DISK SET IN ROCK, 30 INCHES
 LX3787'IN DIAMETER, FLAT, AND EXTENDING ABOUT 6 INCHES ABOVE
 LX3787'GROUND.  REFERENCE MARK NO. 2 IS BLAZE ON TREE ON HIGH WATER
 LX3787'LINE.  REFERENCE MARK NO. 3 IS FORKED TREE ABOUT 15 METERS IN
 LX3787'FROM HIGH WATER LINE.  REFERENCE MARK NO. 1 IS STANDARD DISK
 LX3787'SET IN CONCRETE IN TILE.  REFERENCE MARK NO. 4 IS CROSS IN
 LX3787'LARGE GRAY ROCK, TAPERING TOWARD TOP AND 1 FOOT ABOVE
 LX3787'GROUND.  REFERENCE MARK NO. 5 IS CROSS IN GRAY ROCK, 2 FEET IN
 LX3787'DIAMETER, AND FLUSH WITH GROUND.
 LX3787
 LX3787                          STATION RECOVERY (1960)
 LX3787
 LX3787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3787'STATION AND REFERENCE MARKS 1, 2, 3 AND 5 WERE NOT FOUND.  R.M. 4
 LX3787'WAS FOUND IN VERY GOOD CONDITION.  IT IS NOW ABOUT 4 FEET S OF
 LX3787'NORTH EDGE OF SMALL BLUFF LINE.  APPARENTLY APPROXIMATELY 21 FEET
 LX3787'OF THE NORTH SHORE OF RAM ISLAND HAS ERODED.  R.M. 1 AND R.M. 5
 LX3787'MAY BE O.K. BUT COULD NOT BE FOUND DUE TO HEAVY UNDERGROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5406 ***********************************************************************
 LX5406  DESIGNATION -  RAM
 LX5406  PID         -  LX5406
 LX5406  STATE/COUNTY-  CT/NEW LONDON
 LX5406  USGS QUAD   -  NIANTIC (1983)
 LX5406
 LX5406                         *CURRENT SURVEY CONTROL
 LX5406  ___________________________________________________________________
 LX5406* NAD 83(1996)-  41 17 40.90076(N)    072 09 10.48239(W)     ADJUSTED  
 LX5406* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5406  ___________________________________________________________________
 LX5406  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 LX5406  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LX5406
 LX5406  HORZ ORDER  -  SECOND
 LX5406
 LX5406.The horizontal coordinates were established by classical geodetic methods
 LX5406.and adjusted by the National Geodetic Survey in August 1998..
 LX5406
 LX5406.The orthometric height was scaled from a topographic map.
 LX5406
 LX5406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5406
 LX5406.The geoid height was determined by GEOID03.
 LX5406
 LX5406;                    North         East     Units Scale Factor Converg.
 LX5406;SPC CT       -   203,810.622   354,811.512   MT  0.99999179   +0 23 45.3
 LX5406;SPC CT       -   668,668.68  1,164,077.44   sFT  0.99999179   +0 23 45.3
 LX5406;SPC NY L     -   126,898.807   454,703.272   MT  1.00002496   +1 12 29.3
 LX5406;SPC NY L     -   416,333.84  1,491,805.65   sFT  1.00002496   +1 12 29.3
 LX5406;UTM  18      - 4,575,382.219   738,387.650   MT  1.00029944   +1 52 47.2
 LX5406
 LX5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5406!SPC CT       -   1.00000470  x   0.99999179  =   0.99999649
 LX5406!SPC NY L     -   1.00000470  x   1.00002496  =   1.00002966
 LX5406!UTM  18      -   1.00000470  x   1.00029944  =   1.00030414
 LX5406
 LX5406:                Primary Azimuth Mark                     Grid Az
 LX5406:SPC CT       -  WILLIAMS BARN                            013 11 57.3
 LX5406:SPC NY L     -  WILLIAMS BARN                            012 23 13.3
 LX5406:UTM  18      -  WILLIAMS BARN                            011 42 55.4
 LX5406
 LX5406|---------------------------------------------------------------------|
 LX5406| PID    Reference Object                     Distance      Geod. Az  |
 LX5406|                                                           dddmmss.s |
 LX5406| LX5414 WILLIAMS BARN                       APPROX. 3.3 KM 0133542.6 |
 LX5406| LX5066 HIRSHFIELD BARN CUPOLA              APPROX.10.5 KM 0140434.8 |
 LX5406| LX5410 WOODS FLAGPOLE                      APPROX. 1.4 KM 0250210.7 |
 LX5406| LX5411 WOODS CHIMNEY                       APPROX. 1.4 KM 0262634.1 |
 LX5406| LX5413 WHITES CHIMNEY                      APPROX. 1.2 KM 0391242.7 |
 LX5406| CZ7805 RAM RM 1                              9.750 METERS 04751     |
 LX5406| LX5418 SEASIDE SANITARIUM SPIRE            APPROX. 2.1 KM 0682941.8 |
 LX5406| CZ7806 RAM RM 2                             27.980 METERS 13129     |
 LX5406| LX5439 CRESCENT BEACH PIER FLAGPOLE        APPROX. 4.6 KM 2993524.9 |
 LX5406| LX5449 NIANTIC SPIRE                       APPROX. 4.9 KM 3173336.0 |
 LX5406| LX5403 FOX ISLAND CHIMNEY                  APPROX. 1.5 KM 3320236.0 |
 LX5406| LX5404 MELCERS CHIMNEY                     APPROX. 5.4 KM 3573224.6 |
 LX5406|---------------------------------------------------------------------|
 LX5406
 LX5406                          SUPERSEDED SURVEY CONTROL
 LX5406
 LX5406  NAD 83(1992)-  41 17 40.89953(N)    072 09 10.48170(W) AD(       ) 2
 LX5406  NAD 83(1986)-  41 17 40.90126(N)    072 09 10.48659(W) AD(       ) 2
 LX5406  NAD 27      -  41 17 40.55200(N)    072 09 12.21000(W) AD(       ) 2
 LX5406
 LX5406.Superseded values are not recommended for survey control.
 LX5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5406.See file dsdata.txt to determine how the superseded data were derived.
 LX5406
 LX5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3838875382(NAD 83)
 LX5406_MARKER: DS = TRIANGULATION STATION DISK
 LX5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5406_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5406+STABILITY: SURFACE MOTION
 LX5406
 LX5406  HISTORY     - Date     Condition        Report By
 LX5406  HISTORY     - 1934     MONUMENTED       CGS
 LX5406  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5406  HISTORY     - 1968     MARK NOT FOUND   CGS
 LX5406
 LX5406                          STATION DESCRIPTION
 LX5406
 LX5406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5406'THE STATION IS ON TWO TREE ISLAND, WHICH IS ABOUT 3/4 MILE SW
 LX5406'OF WHITE POINT AND ABOUT 1 MILE SE OF MILLSTONE POINT.  THE
 LX5406'ISLAND IS VERY SMALL AND HAS NO VEGETATION ON IT.  THE STATION IS A
 LX5406'STANDARD DISC SET IN A 12-INCH SQUARE CONCRETE POST 30 INCHES
 LX5406'DEEP.  THE SUB-SURFACE MARK IS SET IN AN IRREGULAR MASS OF
 LX5406'CONCRETE BELOW THE SURFACE MARK.  IT IS 10.5 METERS N OF THE
 LX5406'SOUTHERN HIGH WATER LINE AND 9.8 METERS S OF THE N HIGH WATER
 LX5406'LINE.
 LX5406'
 LX5406'STATION MARK IS A STANDARD BRONZE DISC SET IN CONCRETE.
 LX5406'REFERENCE MARKS NO. 1 AND NO. 2 ARE
 LX5406'STANDARD BRONZE DISCS SET IN A BOULDER.
 LX5406'
 LX5406'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN
 LX5406'BOULDERS NE AND SE OF THE STATION RESPECTIVELY.
 LX5406'
 LX5406'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX5406
 LX5406                          STATION RECOVERY (1954)
 LX5406
 LX5406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5406'STATION DESTROYED BY WAVE ACTION OVER THE TOP OF THE ISLAND.  THE
 LX5406'SUBSURFACE MARK COULD NOT BE FOUND.  THERE IS NO SAND ON THIS
 LX5406'ISLAND, IT IS COMPOSED COMPLETELY OF SMALL ROCK STREWN WITH LARGE
 LX5406'BOULDERS.  THE REFERENCE MARKS WERE RECOVERED IN GOOD
 LX5406'CONDITION.  THE DESCRIPTION IS ADEQUATE FOR THEIR RECOVERY.
 LX5406
 LX5406                          STATION RECOVERY (1968)
 LX5406
 LX5406'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5406'RM 2 WAS RECOVERED AS DESCRIBED BY L.F.W. IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1572 ***********************************************************************
 MZ1572  DESIGNATION -  RATTLE
 MZ1572  PID         -  MZ1572
 MZ1572  STATE/COUNTY-  CT/TOLLAND
 MZ1572  USGS QUAD   -  HAMPDEN (1979)
 MZ1572
 MZ1572                         *CURRENT SURVEY CONTROL
 MZ1572  ___________________________________________________________________
 MZ1572* NAD 83(1996)-  42 01 58.93181(N)    072 24 27.14928(W)     ADJUSTED  
 MZ1572* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 MZ1572  ___________________________________________________________________
 MZ1572  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 MZ1572  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 MZ1572
 MZ1572  HORZ ORDER  -  THIRD
 MZ1572
 MZ1572.The horizontal coordinates were established by classical geodetic methods
 MZ1572.and adjusted by the National Geodetic Survey in August 1998..
 MZ1572
 MZ1572.The orthometric height was scaled from a topographic map.
 MZ1572
 MZ1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1572
 MZ1572.The geoid height was determined by GEOID03.
 MZ1572
 MZ1572;                    North         East     Units Scale Factor Converg.
 MZ1572;SPC CT       -   285,698.679   333,159.403   MT  1.00002109   +0 13 37.5
 MZ1572;SPC CT       -   937,329.75  1,093,040.47   sFT  1.00002109   +0 13 37.5
 MZ1572;SPC MA M     -   865,138.454   124,852.165   MT  0.99996881   -0 36 34.6
 MZ1572;SPC MA M     - 2,838,375.08    409,619.14   sFT  0.99996881   -0 36 34.6
 MZ1572;UTM  18      - 4,656,696.102   714,597.859   MT  1.00016670   +1 44 11.3
 MZ1572
 MZ1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1572!SPC CT       -   0.99995312  x   1.00002109  =   0.99997421
 MZ1572!SPC MA M     -   0.99995312  x   0.99996881  =   0.99992194
 MZ1572!UTM  18      -   0.99995312  x   1.00016670  =   1.00011982
 MZ1572
 MZ1572                          SUPERSEDED SURVEY CONTROL
 MZ1572
 MZ1572  NAD 83(1996)-  42 01 58.93181(N)    072 24 27.14929(W) AD(       ) 3
 MZ1572  NAD 83(1992)-  42 01 58.93122(N)    072 24 27.14998(W) AD(       ) 3
 MZ1572  NAD 83(1992)-  42 01 58.93123(N)    072 24 27.14997(W) AD(       ) 3
 MZ1572  NAD 83(1986)-  42 01 58.93160(N)    072 24 27.14831(W) AD(       ) 3
 MZ1572  NAD 27      -  42 01 58.55500(N)    072 24 28.73500(W) AD(       ) 3
 MZ1572
 MZ1572.Superseded values are not recommended for survey control.
 MZ1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1572.See file dsdata.txt to determine how the superseded data were derived.
 MZ1572
 MZ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1459856696(NAD 83)
 MZ1572
 MZ1572  HISTORY     - Date     Condition        Report By
 MZ1572  HISTORY     - 1885     MONUMENTED       CGS
 MZ1572  HISTORY     - 1934     SEE DESCRIPTION  MAGS
 MZ1572
 MZ1572                          STATION DESCRIPTION
 MZ1572
 MZ1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (FWP)
 MZ1572'STATION IS ON RATTLESNAKE HILL, ABOUT 3 MILES S OF HAMPDEN AND W
 MZ1572'OF THE MAIN ROAD FROM HAMPDEN TO SOMERS.  THE STATION IS ABOUT
 MZ1572'4 RODS N OF THE SUMMIT AND IS MARKED BY A DRILL HOLE IN A
 MZ1572'MICACEOUS ROCK ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND,
 MZ1572'UNDERNEATH A WHITE OAK TREE THAT IS MARKED BY A BLAZE AND
 MZ1572'SPIKE.  THE FOLLOWING DISTANCES ARE FROM THE STATION--SMALL
 MZ1572'BLAZED OAK TREE BEARING S 6 DEG 45 MIN E, 6.2 METERS (20.3 FEET).
 MZ1572'DRILL HOLE IN A LIGHT-COLORED GRANITE ROCK BEARING N 81 DEG 45
 MZ1572'MIN E, 5.4 METERS (17.7 FEET).
 MZ1572
 MZ1572                          STATION RECOVERY (1934)
 MZ1572
 MZ1572'RECOVERY NOTE BY MASSACHUSETTS GEODETIC SURVEY 1934
 MZ1572'THIS STATION COULD NOT BE FOUND AFTER A THREE HOURS
 MZ1572'SEARCH.  RATTLESNAKE HILL IS KNOWN LOCALLY AS RATTLESNAKE PEAK AND
 MZ1572'IS LOCATED ABOUT 2 MILES S OF HAMPDEN.  THE PRESENT MAIN ROAD
 MZ1572'(MACADAM) FROM HAMPDEN TO SOMERS PASSES THE HILL ABOUT 1-1/2 MILES
 MZ1572'TO THE W.  THE MASSACHUSETTS-CONNECTICUT STATE LINE RUNS OVER THE
 MZ1572'SUMMIT.  THE REFERENCE DRILL HOLE IN LIGHT-COLORED GRANITE
 MZ1572'ROCK WAS FOUND IN GOOD CONDITION AS DESCRIBED.  ABOUT 17 FEET,
 MZ1572'S 81 DEG 45 FEET W OF THIS REFERENCE POINT WAS FOUND AN OLD
 MZ1572'FALLEN OAK AT THE BASE OF WHICH THE STATION, ACCORDING TO THE
 MZ1572'OLD DESCRIPTION, WAS LOCATED.  THE STUMP OF AN OAK TREE
 MZ1572'WAS FOUND AT THE LOCATION OF THE OTHER REFERENCE MARK AS DESCRIBED.
 MZ1572'
 MZ1572'LEDGE WAS UNCOVERED BY DIGGING A DITCH 6 FEET LONG AND 2 FEET
 MZ1572'WIDE NEAR THE BASE OF THE FALLEN OAK AND 17.7 FEET FROM THE
 MZ1572'REFERENCE DRILL HOLE.  THIS LEDGE WAS DISINTERGRATED AND BROKE UP
 MZ1572'IN DIGGING.  AN OLD CUT SPIKE 6 INCHES LONG WAS FOUND ABOUT 1
 MZ1572'FOOT UNDER THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6043 ***********************************************************************
 LX6043  DESIGNATION -  RATTLESNAKE
 LX6043  PID         -  LX6043
 LX6043  STATE/COUNTY-  CT/MIDDLESEX
 LX6043  USGS QUAD   -  DEEP RIVER (1971)
 LX6043
 LX6043                         *CURRENT SURVEY CONTROL
 LX6043  ___________________________________________________________________
 LX6043* NAD 83(1996)-  41 25 09.89219(N)    072 28 19.11519(W)     ADJUSTED  
 LX6043* NAVD 88     -       134.1    (meters)     440.     (feet)  VERTCON   
 LX6043  ___________________________________________________________________
 LX6043  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LX6043  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX6043
 LX6043  HORZ ORDER  -  FIRST
 LX6043
 LX6043.The horizontal coordinates were established by classical geodetic methods
 LX6043.and adjusted by the National Geodetic Survey in August 1998..
 LX6043
 LX6043.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6043
 LX6043.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6043
 LX6043.The geoid height was determined by GEOID03.
 LX6043
 LX6043;                    North         East     Units Scale Factor Converg.
 LX6043;SPC CT       -   217,526.550   328,042.880   MT  0.99998512   +0 11 03.6
 LX6043;SPC CT       -   713,668.36  1,076,254.02   sFT  0.99998512   +0 11 03.6
 LX6043;UTM  18      - 4,588,402.229   711,265.876   MT  1.00014931   +1 40 23.1
 LX6043
 LX6043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6043!SPC CT       -   0.99998368  x   0.99998512  =   0.99996880
 LX6043!UTM  18      -   0.99998368  x   1.00014931  =   1.00013298
 LX6043
 LX6043:                Primary Azimuth Mark                     Grid Az
 LX6043:SPC CT       -  FAN FRLIKS CHIMNEY                       045 51 56.1
 LX6043:UTM  18      -  FAN FRLIKS CHIMNEY                       044 22 36.6
 LX6043
 LX6043|---------------------------------------------------------------------|
 LX6043| PID    Reference Object                     Distance      Geod. Az  |
 LX6043|                                                           dddmmss.s |
 LX6043| LX6010 FAN FRLIKS CHIMNEY                  APPROX. 3.2 KM 0460259.7 |
 LX6043| LX5961 HADLYME E HADDAM BALLEKS GABLE      APPROX. 3.9 KM 0535739.4 |
 LX6043| LX5987 TERRYS BARN GABLE                   APPROX. 5.0 KM 0694901.5 |
 LX6043| LX5948 WILLEYS GABLE                       APPROX. 3.8 KM 0701017.5 |
 LX6043| LX6044 DIVIS GABLE                         APPROX. 1.4 KM 1702308.6 |
 LX6043| CZ7807 RATTLESNAKE RM 1                     15.438 METERS 18816     |
 LX6043| LX6101 3437                                APPROX. 1.3 KM 1995433.0 |
 LX6043| CZ7808 RATTLESNAKE RM 2                     14.843 METERS 27358     |
 LX6043|---------------------------------------------------------------------|
 LX6043
 LX6043                          SUPERSEDED SURVEY CONTROL
 LX6043
 LX6043  NAD 83(1992)-  41 25 09.89137(N)    072 28 19.11497(W) AD(       ) 1
 LX6043  NAD 83(1986)-  41 25 09.89326(N)    072 28 19.11775(W) AD(       ) 1
 LX6043  NAD 27      -  41 25 09.53632(N)    072 28 20.80271(W) AD(       ) 1
 LX6043  NGVD 29 (07/19/86)  134.4    (m)          441.     (f) VERT ANG       
 LX6043
 LX6043.Superseded values are not recommended for survey control.
 LX6043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6043.See file dsdata.txt to determine how the superseded data were derived.
 LX6043
 LX6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1126688402(NAD 83)
 LX6043_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6043_SETTING: 66 = SET IN ROCK OUTCROP
 LX6043_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6043+STABILITY: POSITION/ELEVATION WELL
 LX6043
 LX6043  HISTORY     - Date     Condition        Report By
 LX6043  HISTORY     - 1934     MONUMENTED       CGS
 LX6043  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6043  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6043
 LX6043                          STATION DESCRIPTION
 LX6043
 LX6043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6043'THIS STATION IS LOCATED ON WHAT IS KNOWN LOCALLY AS RATTLESNAKE
 LX6043'LEDGES.  IT IS THE PROPERTY OF FRANK FERRARI.  TO APPROACH--LEAVE
 LX6043'CHESTER SQUARE BY NORTH MAIN STREET.  AT THE CEMETERY ON
 LX6043'THE RIGHT, BEAR LEFT.  AT 0.3 MILE FROM THE SQUARE TURN LEFT.  GO
 LX6043'0.5 MILE TO A BRIDGE OVER A SMALL STREAM.  BEAR RIGHT.  GO 0.2
 LX6043'MILE TO A POINT JUST BEYOND ANOTHER SMALL STREAM.  THE HIGHEST
 LX6043'WOODED POINT BEARING N 15 DEG W (MAGNETIC) FROM THIS POINT ON
 LX6043'THE HIGHWAY CARRIES THE STATION.  A WELL DEFINED
 LX6043'WOOD-ROAD LEADS FROM THIS POINT, UP THE W SIDE OF THE
 LX6043'VALLEY DIRECTLY TOWARDS THE STATION.  AFTER CROSSING THE
 LX6043'SECOND LINE FENCE TAKE THE LEFT FORK OF THE PATH.
 LX6043'CONTINUE TO THE FOOT OF A VERTICAL LEDGE AT RIGHT.  THIS IS THE
 LX6043'SOUTHWESTERLY SIDE OF RATTLESNAKE LEDGES.  THE LEDGE IS IN TWO
 LX6043'SECTIONS SEPARATED BY A WATER COURSE.  THE STATION IS ON THE
 LX6043'HIGHEST PART OF THE HIGHER AND MORE NORTHEASTERLY PORTION.
 LX6043'IT IS EASIEST APPROACHED FROM THE SE SIDE.  THERE IS A
 LX6043'SECOND STREAM BED EASTERLY OF THE STATION LEAVING IT ON
 LX6043'A ROCKY HOG-BACK BETWEEN THE TWO.  THE STEEP SLOPE TO THE
 LX6043'EASTWARD IS ABOUT 30 METERS DISTANT.  THAT TO THE W 10 METERS
 LX6043'DISTANT.  A 6-FOOT BREAK IN THE LEDGE, S 20 DEG W (MAGNETIC)
 LX6043'FROM THE STATION IS 15 METERS DISTANT.  NORTHERLY OF THE STATION
 LX6043'THE HILL CONTINUES FOR ABOUT 20 METERS AT THE SAME ELEVATION
 LX6043'AND THEN SLOPES GRADUALLY TO THE NORTHWARD.
 LX6043'
 LX6043'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6043'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX6043'NO.1 AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS SET
 LX6043'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX6043'
 LX6043'REFERENCE MARK NO. 1 IS IN THE LEDGE AT THE TOP OF THE ROCK
 LX6043'FACE.  IT BEARS S 20 DEG W (MAGNETIC).
 LX6043'
 LX6043'REFERENCE MARK NO. 2 IS IN A LEDGE FRAGMENT AT THE TOP OF THE
 LX6043'SLOPE TOWARDS THE WESTERLY WATER COURSE.  IT BEARS N 70 DEG W
 LX6043'(MAGNETIC).
 LX6043'
 LX6043'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LX6043
 LX6043                          STATION RECOVERY (1948)
 LX6043
 LX6043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6043'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6043
 LX6043                          STATION RECOVERY (1976)
 LX6043
 LX6043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6043'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LX6043'FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE 1 AND 2
 LX6043'CHECKED THE 1934 DATA, BUT THE DISTANCE TO REFERENCE MARK 1
 LX6043'WAS FOUND SHORTER BY 0.162 OF A METER AND THE DISTANCE TO
 LX6043'REFERENCE MARK 2 WAS FOUND SHORTER BY 0.027 OF A METER.
 LX6043'CONNECTICUT GEODETIC SURVEY MARK 3437 MAY BE USED AS AN
 LX6043'AZIMUTH MARK.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LX6043'
 LX6043'THE STATION IS ABOUT 2 MILES SOUTH OF TYLERVILLE, 1-1/2 MILES
 LX6043'NORTHWEST OF CHESTER, 1/4 MILES WEST OF THE GUILFORD CHESTER
 LX6043'RESERVOIR AND IS ON PROPERTY OWNED BY THE STATE OF CONNECTICUT.
 LX6043'PERMISSION WAS OBTAINED FROM MR. LYLE WHITTLESEY, ROOM 206, 176
 LX6043'CUMBERLAND AVENUE, WEATHERSFIELD, CONNECTICUT 06109, PHONE
 LX6043'NUMBER 203 566-4638.
 LX6043'
 LX6043'TO REACH THE STATION FROM THE POST OFFICE IN CHESTER, GO
 LX6043'NORTHWESTERLY ON MAIN STREET FOR 0.25 MILE TO THE JUNCTION OF
 LX6043'STATE HIGHWAY 148, CONTINUE STRAIGHT AHEAD, NORTHERLY ON NORTH
 LX6043'MAIN STREET FOR 0.15 MILE TO A FORK, GOOSE HILL ROAD, TO THE
 LX6043'RIGHT.  BEAR LEFT AND CONTINUE NORTHERLY AND WESTERLY ON NORTH
 LX6043'MAIN STREET FOR 0.25 MILE TO A T-INTERSECTION.  TURN LEFT AND GO
 LX6043'WESTERLY ON LIBERTY STREET FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 LX6043'TURN RIGHT AND GO NORTHERLY ON DEEP HOLLOW ROAD FOR 0.3 MILE
 LX6043'TO A SMALL POND ON THE LEFT AND A TRACK ROAD AND GATE ON THE
 LX6043'RIGHT, TURN RIGHT AND GO EASTERLY AND THEN BACK NORTHERLY
 LX6043'ON A TRACK ROAD, ALONG A POWERLINE FOR 0.7 MILE TO A SMALL
 LX6043'RISE ON THE LEFT.  TURN LEFT, LEAVING THE TRACK ROAD AND GO
 LX6043'UP A STEEP HILL FOR 0.1 MILE TO THE EDGE OF THE WOODS.
 LX6043'TURN LEFT AND FOLLOW A WOODS ROAD WESTERLY FOR ABOUT 100
 LX6043'YARDS TO THE STATION.
 LX6043'
 LX6043'STATION MARK, A STANDARD DISK STAMPED---RATTLESNAKE 1934---,
 LX6043'IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH THE
 LX6043'GROUND SURFACE.  IT IS 56 FEET NORTHEAST OF A STEEP DROP OFF,
 LX6043'22 FEET NORTHWEST OF THE END OF THE WOODS ROAD, 15.5 FEET
 LX6043'SOUTHWEST OF A TRIANGULAR BLAZED TREE AND 14.5 FEET SOUTHEAST
 LX6043'OF A TRIANGULAR BLAZED TREE.
 LX6043'
 LX6043'REFERENCE MARK 1, A STANDARD DISK STAMPED---RATTLESNAKE NO 1
 LX6043'1934---, IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 LX6043'ABOUT 2 FEET ABOVE THE GROUND SURFACE ON THE SOUTH EDGE OF A
 LX6043'DROP OFF AND IS ABOUT 6 FEET LOWER THAN THE STATION MARK.  IT
 LX6043'IS 65 FEET SOUTH OF A TRIANGULAR BLAZED TREE AND 8 FEET NORTH
 LX6043'OF A TRIANGULAR BLAZED TREE.
 LX6043'
 LX6043'REFERENCE MARK 2, A STANDARD DISK STAMPED---RATTLESNAKE NO 2
 LX6043'1934---,IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS
 LX6043'ABOUT 1 FOOT ABOVE THE GROUND SURFACE AND IS ABOUT 2 FOOT LOWER
 LX6043'THAN THE STATION MARK.  IT IS 39.5 FEET WEST OF A TRIANGULAR
 LX6043'BLAZED TREE AND 5 FEET SOUTHWEST OF A TWIN TRUNKED TREE AND
 LX6043'ALONG THE WEST EDGE OF A DROP OFF.
 LX6043'
 LX6043'FOR ADDITIONAL INFORMATION ON CONNECTICUT GEODETIC SURVEY
 LX6043'MARK 3437, SEE DESCRIPTION THEREOF.
 LX6043'
 LX6043'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 22.8 METERS.
 LX6043'
 LX6043'DESCRIBED BY L.D. ACRES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3893 ***********************************************************************
 LX3893  DESIGNATION -  RAY
 LX3893  PID         -  LX3893
 LX3893  STATE/COUNTY-  CT/FAIRFIELD
 LX3893  USGS QUAD   -  STAMFORD (1984)
 LX3893
 LX3893                         *CURRENT SURVEY CONTROL
 LX3893  ___________________________________________________________________
 LX3893* NAD 83(1996)-  41 02 12.13273(N)    073 30 21.43931(W)     ADJUSTED  
 LX3893* NAVD 88     -                                                        
 LX3893  ___________________________________________________________________
 LX3893  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 LX3893  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX3893
 LX3893  HORZ ORDER  -  THIRD
 LX3893
 LX3893.The horizontal coordinates were established by classical geodetic methods
 LX3893.and adjusted by the National Geodetic Survey in August 1998..
 LX3893
 LX3893
 LX3893.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3893
 LX3893.The geoid height was determined by GEOID03.
 LX3893
 LX3893;                    North         East     Units Scale Factor Converg.
 LX3893;SPC CT       -   175,264.018   241,232.968   MT  1.00002051   -0 30 04.5
 LX3893;SPC CT       -   575,012.03    791,445.16   sFT  1.00002051   -0 30 04.5
 LX3893;SPC NY L     -    96,732.789   341,543.258   MT  1.00000019   +0 19 23.3
 LX3893;SPC NY L     -   317,364.16  1,120,546.51   sFT  1.00000019   +0 19 23.3
 LX3893;UTM  18      - 4,543,906.643   625,583.705   MT  0.99979411   +0 58 51.7
 LX3893
 LX3893                          SUPERSEDED SURVEY CONTROL
 LX3893
 LX3893  NAD 83(1992)-  41 02 12.13370(N)    073 30 21.43858(W) AD(       ) 4
 LX3893  NAD 83(1986)-  41 02 12.13320(N)    073 30 21.44002(W) AD(       ) 4
 LX3893  NAD 27      -  41 02 11.80000(N)    073 30 23.02000(W) AD(       ) 3
 LX3893
 LX3893.Superseded values are not recommended for survey control.
 LX3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3893.See file dsdata.txt to determine how the superseded data were derived.
 LX3893
 LX3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2558443907(NAD 83)
 LX3893
 LX3893  HISTORY     - Date     Condition        Report By
 LX3893  HISTORY     - 1931     MONUMENTED       CGS
 LX3893  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3893  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3893  HISTORY     - 1988     GOOD             USPSQD
 LX3893
 LX3893                          STATION DESCRIPTION
 LX3893
 LX3893'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3893'THE WESTERLY CHIMNEY ON THE LARGE GREY HOUSE ON CARTAS ISLAND,
 LX3893'LOCALLY KNOWN AS WALLACK POINT.  THERE IS A LOW OBLONG CHIMNEY
 LX3893'ON THE EASTERLY SIDE OF THE HOUSE.  THE HOUSE IS ABOUT 100 FEET
 LX3893'NORTHERLY FROM STATION WALLACK, WHICH WAS RECOVERED.  THIS
 LX3893'PROPERTY IS NOW OWNED BY M. PERCY BARTRAM WHO PURCHASED THE
 LX3893'ESTATE FROM A.P. STOKES ABOUT 12 YEARS AGO.
 LX3893
 LX3893                          STATION RECOVERY (1933)
 LX3893
 LX3893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3893'STATION WAS RECOVERED AS DESCRIBED.  ALSO, THERE IS A LOW CHIMNEY
 LX3893'W OF STATION HAVING 2 PORCELAIN CAPS ON TOP.
 LX3893
 LX3893                          STATION RECOVERY (1958)
 LX3893
 LX3893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3893'RECOVERED AS DESCRIBED BY HEF 31, EXCEPT CARTAS I. SHOULD BE
 LX3893'CARITAS I. (ALSO LOCALLY KNOWN AS GREENAWAY I.).  CHANGE LAST
 LX3893'SENTENCE TO READ, PROPERTY IS NOW OWNED BY BENJAMIN
 LX3893'D. GILBERT.  J. PERCY BARTRAM HAS DIED.
 LX3893'
 LX3893'GCMS 33 NOTE, LOW CHIMNEY W OF STATION HAVING TWO PORCELAIN CAPS
 LX3893'ON TOP, COULD NOT BE VERIFIED FROM THE GROUND SOUTH OF
 LX3893'HOUSE.  POSSIBLY IT IS VISIBLE FROM LONG ISLAND SOUND.  LOW OBLONG
 LX3893'CHIMNEY ON THE ELY SIDE OF THE HOUSE, (HEF 31), IS PLAINLY
 LX3893'VISIBLE.
 LX3893
 LX3893                          STATION RECOVERY (1988)
 LX3893
 LX3893'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHS)
 LX3893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6017 ***********************************************************************
 LX6017  DESIGNATION -  RAY
 LX6017  PID         -  LX6017
 LX6017  STATE/COUNTY-  CT/MIDDLESEX
 LX6017  USGS QUAD   -  DEEP RIVER (1971)
 LX6017
 LX6017                         *CURRENT SURVEY CONTROL
 LX6017  ___________________________________________________________________
 LX6017* NAD 83(1996)-  41 26 14.19002(N)    072 27 10.60066(W)     ADJUSTED  
 LX6017* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6017  ___________________________________________________________________
 LX6017  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LX6017  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX6017
 LX6017  HORZ ORDER  -  THIRD
 LX6017
 LX6017.The horizontal coordinates were established by classical geodetic methods
 LX6017.and adjusted by the National Geodetic Survey in August 1998..
 LX6017
 LX6017.The orthometric height was scaled from a topographic map.
 LX6017
 LX6017.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6017
 LX6017.The geoid height was determined by GEOID03.
 LX6017
 LX6017;                    North         East     Units Scale Factor Converg.
 LX6017;SPC CT       -   219,515.430   329,627.080   MT  0.99998455   +0 11 49.1
 LX6017;SPC CT       -   720,193.54  1,081,451.51   sFT  0.99998455   +0 11 49.1
 LX6017;UTM  18      - 4,590,431.945   712,798.118   MT  1.00015731   +1 41 10.6
 LX6017
 LX6017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6017!SPC CT       -   1.00000476  x   0.99998455  =   0.99998931
 LX6017!UTM  18      -   1.00000476  x   1.00015731  =   1.00016207
 LX6017
 LX6017|---------------------------------------------------------------------|
 LX6017| PID    Reference Object                     Distance      Geod. Az  |
 LX6017|                                                           dddmmss.s |
 LX6017| CZ7810 RAY RM 2                             30.000 METERS 01630     |
 LX6017| CZ7809 RAY RM 1                             20.050 METERS 13612     |
 LX6017| LX6061 EDDY ROCK LIGHT                     495.347 METERS 2635009.2 |
 LX6017|---------------------------------------------------------------------|
 LX6017
 LX6017                          SUPERSEDED SURVEY CONTROL
 LX6017
 LX6017  NAD 83(1992)-  41 26 14.18920(N)    072 27 10.60040(W) AD(       ) 3
 LX6017  NAD 83(1986)-  41 26 14.19101(N)    072 27 10.60318(W) AD(       ) 3
 LX6017  NAD 27      -  41 26 13.83100(N)    072 27 12.30700(W) AD(       ) 3
 LX6017
 LX6017.Superseded values are not recommended for survey control.
 LX6017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6017.See file dsdata.txt to determine how the superseded data were derived.
 LX6017
 LX6017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1279890432(NAD 83)
 LX6017_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6017_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6017+STABILITY: SURFACE MOTION
 LX6017
 LX6017  HISTORY     - Date     Condition        Report By
 LX6017  HISTORY     - 1934     MONUMENTED       CGS
 LX6017  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6017
 LX6017                          STATION DESCRIPTION
 LX6017
 LX6017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6017'THIS STATION IS ON THE NW SIDE OF LORDS, OR AS IS LOCALLY KNOWN,
 LX6017'RAYS, ISLAND.  THE ISLAND IS THE PROPERTY OF B.A. RAY.  THE
 LX6017'STATION IS 4.5 METERS E OF THE BANK WHICH IS 12 FEET HIGH
 LX6017'AT THIS POINT.  THE BANK SHOWS MUCH CUTTING BY THE RIVER.  EDDY
 LX6017'ROCK LIGHT IS ALMOST ABREAST OF THE STATION.
 LX6017'
 LX6017'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6017'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6017'
 LX6017'REFERENCE MARK NO. 1 IS NEAR THE BASE OF A SMALL TRIPLE
 LX6017'CEDAR.  IT BEARS S 25 DEG E (MAGNETIC).
 LX6017'
 LX6017'REFERENCE MARK NO. 2 IS 9.5 METERS E OF HIGH WATER LINE, MIDWAY
 LX6017'BETWEEN TWO SMALL CEDARS.  IT BEARS N 32 DEG E (MAGNETIC).
 LX6017'
 LX6017'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX6017
 LX6017                          STATION RECOVERY (1948)
 LX6017
 LX6017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6017'NEITHER STATION NOR REFERENCE MARKS COULD BE LOCATED DURING
 LX6017'A ONE AND ONE HALF HOUR SEARCH BY TWO MEN.  THE BANK HAS ERODED
 LX6017'AN INDEFINITE AMOUNT AND CEDAR TREES IN THE RELATIVE POSITIONS
 LX6017'OF THOSE DESCRIBED COULD NOT BE FOUND.  THE DESCRIPTION IS
 LX6017'INADEQUATE FOR RECOVERY PURPOSES AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5528 ***********************************************************************
 LX5528  DESIGNATION -  RAYMOND HILL
 LX5528  PID         -  LX5528
 LX5528  STATE/COUNTY-  CT/NEW LONDON
 LX5528  USGS QUAD   -  MONTVILLE (1983)
 LX5528
 LX5528                         *CURRENT SURVEY CONTROL
 LX5528  ___________________________________________________________________
 LX5528* NAD 83(1996)-  41 29 46.83621(N)    072 11 34.63866(W)     ADJUSTED  
 LX5528* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 LX5528  ___________________________________________________________________
 LX5528  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX5528  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX5528
 LX5528  HORZ ORDER  -  FIRST
 LX5528
 LX5528.The horizontal coordinates were established by classical geodetic methods
 LX5528.and adjusted by the National Geodetic Survey in August 1998..
 LX5528
 LX5528.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5528
 LX5528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5528
 LX5528.The geoid height was determined by GEOID03.
 LX5528
 LX5528;                    North         East     Units Scale Factor Converg.
 LX5528;SPC CT       -   226,182.880   351,313.237   MT  0.99998335   +0 22 09.7
 LX5528;SPC CT       -   742,068.33  1,152,600.18   sFT  0.99998335   +0 22 09.7
 LX5528;UTM  18      - 4,597,662.822   734,308.517   MT  1.00027568   +1 51 38.6
 LX5528
 LX5528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5528!SPC CT       -   0.99997632  x   0.99998335  =   0.99995967
 LX5528!UTM  18      -   0.99997632  x   1.00027568  =   1.00025199
 LX5528
 LX5528|---------------------------------------------------------------------|
 LX5528| PID    Reference Object                     Distance      Geod. Az  |
 LX5528|                                                           dddmmss.s |
 LX5528| CZ7812 RAYMOND HILL RM 1                    20.863 METERS 02130     |
 LX5528| LX4805 NORWICH TV WEDN MAST                APPROX. 3.4 KM 0385451.8 |
 LX5528| LX4797 WAWECUS HILL                        APPROX. 6.4 KM 0445242.3 |
 LX5528| LX5153 NORWICH HOSP STANDPIPE              APPROX. 9.9 KM 0901019.1 |
 LX5528| CZ7813 RAYMOND HILL RM 2                    25.402 METERS 09202     |
 LX5528| LX5159 NORWICH RAD WICH MAST               APPROX. 7.9 KM 1074722.8 |
 LX5528| CZ7811 RAYMOND HILL AZ MK                                 1081549.6 |
 LX5528| LX5534 MONTVILLE CABLE TV MAST             APPROX. 5.8 KM 1455633.2 |
 LX5528| CZ7814 RAYMOND HILL AZ MK 2                               1760408.1 |
 LX5528| LX5541 MONTVILLE ATT MICROWAVE             APPROX. 3.2 KM 1953826.8 |
 LX5528|---------------------------------------------------------------------|
 LX5528
 LX5528                          SUPERSEDED SURVEY CONTROL
 LX5528
 LX5528  NAD 83(1992)-  41 29 46.83530(N)    072 11 34.63823(W) AD(       ) 1
 LX5528  NAD 83(1986)-  41 29 46.83643(N)    072 11 34.64081(W) AD(       ) 1
 LX5528  NAD 27      -  41 29 46.48159(N)    072 11 36.35760(W) AD(       ) 1
 LX5528  NGVD 29 (07/19/86)  181.5    (m)          595.     (f) VERT ANG       
 LX5528
 LX5528.Superseded values are not recommended for survey control.
 LX5528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5528.See file dsdata.txt to determine how the superseded data were derived.
 LX5528
 LX5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3430997663(NAD 83)
 LX5528_MARKER: DD = SURVEY DISK
 LX5528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5528
 LX5528  HISTORY     - Date     Condition        Report By
 LX5528  HISTORY     - 1942     MONUMENTED       CTGS
 LX5528  HISTORY     - 1942     GOOD             CGS
 LX5528  HISTORY     - 1971     GOOD             CTDT
 LX5528  HISTORY     - 1975     GOOD             NGS
 LX5528  HISTORY     - 1984     GOOD             USPSQD
 LX5528
 LX5528                          STATION DESCRIPTION
 LX5528
 LX5528'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX5528'STATION IS ON RAYMOND HILL ABOUT 1/2 MILE NE OF OXOBOXO
 LX5528'LAKE.  STATION MARK IS A 4-FT. PRECAST MONUMENT SET FLUSH WITH THE
 LX5528'GROUND WITH A STANDARD STATE TRAVERSE DISK STAMPED RAYMOND HILL CTGS
 LX5528'1942.
 LX5528'
 LX5528'TO REACH FROM THE INTERSECTION OF ROUTES 82 AND 85 NEAR SALEM,
 LX5528'GO E ON ROUTE 82 FOR 3.95 MILES TO THE INTERSECTION OF ROUTES
 LX5528'82 AND 163.  GO RIGHT, S, ON ROUTE 163 FOR 0.7 MILE TO A
 LX5528'DRIVEWAY ENTRANCE ON LEFT TO THE PROPERTY OF PAULINE
 LX5528'LADYGO.  STATION IS ABOUT 200 FEET NNW OF HOUSE IN HAYLOT AND
 LX5528'ABOUT 10 FEET E OF STONE WALL ON E SIDE OF CATTLE PATH THAT
 LX5528'STARTS IN BACK OF BARN.
 LX5528'
 LX5528'R.M. NO. 1 IS A STANDARD STATE TRAVERSE DISK IN A BOULDER 3-1/2
 LX5528'FEET BY 2 FEET BY 4 INCHES HIGH, STAMPED R.M. 1 RAYMOND HILL 1942,
 LX5528'65.57 FEET NNE OF STATION IN HAY LOT.
 LX5528'
 LX5528'R.M. NO. 2 IS STANDARD STATE TRAVERSE DISK IN BOULDER 4 FEET BY
 LX5528'6 FEET BY 1-1/2 FEET HIGH, STAMPED R.M. 2 RAYMOND HILL 1942,
 LX5528'83.36 FEET E OF STATION IN HAY LOT.
 LX5528'
 LX5528'STATION AND REFERNCE MARK DISKS ARE U.S. COAST AND GEODETIC AND STATE
 LX5528'SURVEY DISKS.
 LX5528'
 LX5528'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LX5528
 LX5528                          STATION RECOVERY (1942)
 LX5528
 LX5528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX5528'STATION IS LOCATED ABOUT 1.8 MILES S AND 4 MILES E OF SALEM AND
 LX5528'ABOUT 0.5 MILE NE OF OXOBOXO LAKE, ON A HILL KNOWN AS RAYMOND
 LX5528'HILL, 16.0 FEET E OF A STONE AND WIRE FENCE LINE AND ABOUT 250
 LX5528'FEET N OF AND IN LINE WITH THE W SIDE OF THE BARN.  THE DISK IS
 LX5528'A BRONZE U.S.C. AND G.S. AND S.S. DISK STAMPED RAYMOND HILL 1942.
 LX5528'
 LX5528'REFERENCE MARK NO. 1 IS 68.49 FEET NE OF THE STATION AND 49.5
 LX5528'FEET E OF A STONE AND WIRE FENCE LINE.  THE DISK IS A BRONZE
 LX5528'U.S.C. AND G.S. AND S.S. DISK STAMPED RAYMOND HILL NO. 1 1942.
 LX5528'
 LX5528'REFERENCE MARK NO. 2 IS 83.36 FEET E OF THE STATION IN AN OPEN
 LX5528'FIELD.  THE DISK IS A BRONZE U.S.C. AND G.S. AND S.S. DISK
 LX5528'STAMPED RAYMOND HILL NO. 2 1942.
 LX5528'
 LX5528'AZIMUTH MARK IS ABOUT 0.7 MILE SE OF THE STATION, 27 FEET W OF A
 LX5528'STONE FENCE, 33.9 FEET WNW OF POWER POLE NO. 35, 46 FEET W OF THE
 LX5528'CENTER OF STATE ROUTE 163.  THE DISK WAS SET BY THIS PARTY AND
 LX5528'STAMPED RAYMOND 1942.
 LX5528'
 LX5528'TO REACH FROM THE JUNCTION OF STATE ROUTES 82 AND 85 ABOUT 1
 LX5528'MILE S OF SALEM, GO E ON ROUTE 82 FOR 4.1 MILES TO STATE ROUTE
 LX5528'163 RIGHT, TURN RIGHT AND GO 0.7 MILE TO DRIVEWAY ENTRANCE TO
 LX5528'PAULINE LADYGOS HOME, TURN LEFT INTO DRIVEWAY AND GO E OF THE
 LX5528'HOUSE AND BEAR LEFT TO THE E SIDE OF THE LANE AND STATION.
 LX5528'
 LX5528'TO REACH THE AZIMUTH MARK, CONTINUE ON ROUTE 163 PAST THE DRIVEWAY
 LX5528'FOR 0.75 MILE TO AZIMUTH MARK ON THE RIGHT IN
 LX5528'A HAY FIELD.
 LX5528'
 LX5528'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LX5528
 LX5528                          STATION RECOVERY (1971)
 LX5528
 LX5528'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5528'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LX5528
 LX5528                          STATION RECOVERY (1975)
 LX5528
 LX5528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5528'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5528'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BY THE
 LX5528'RECONNAISSANCE PARTY BUT NOT RECOVERED.  THE DISTANCE TO
 LX5528'REFERENCE MARK 1 WAS FOUND SHORTER BY 0.012 METER AND THE
 LX5528'DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.006 METER.
 LX5528'THE DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE GREATER BY 03
 LX5528'MINUTES AND 41.8 SECONDS AND THE DIRECTION TO REFERENCE MARK
 LX5528'2 CHECKED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LX5528'A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5528'
 LX5528'STATION IS ABOUT 6 MILES SOUTHWEST OF NORWICH, 4-1/2 MILES EAST
 LX5528'OF SALEM, 4 MILES NORTHEAST OF SALEM FOUR CORNERS, 1/2 MILE
 LX5528'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAYS 82 AND 163, ALONG
 LX5528'THE EAST SIDE OF HIGHWAY 163 AND ON PROPERTY OWNED BY MR. JOHN
 LX5528'LADYGA, RFD 2, OAKDALE, CONNECTICUT.  PHONE NUMBER 848-9783.
 LX5528'
 LX5528'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82
 LX5528'AND 85 IN SALEM FOUR CORNERS, GO NORTHEAST ON HIGHWAY 82 FOR
 LX5528'3.8 MILES TO THE JUNCTION OF STATE HIGHWAY 163 ON THE RIGHT.  TURN
 LX5528'RIGHT AND GO SOUTHEAST ON HIGHWAY 163 FOR 0.65 MILE TO THE
 LX5528'SUMMIT OF A HILL, A DRIVEWAY ON THE LEFT AND A DRIVEWAY ON THE
 LX5528'RIGHT.  (TO REACH THE AZIMUTH MARK FROM HERE, GO SOUTH ON A
 LX5528'PRIVATE DRIVE FOR 0.1 MILE TO HOUSE NUMBER 1390 ON THE RIGHT
 LX5528'AND THE MARK IN THE BACKYARD AS DESCRIBED.) ABOUT 100 FEET
 LX5528'BEFORE REACHING THE SUMMIT OF THE HILL AND THE DRIVEWAYS LEFT
 LX5528'AND RIGHT, TURN LEFT AND GO NORTH ACROSS A SMALL FIELD FOR
 LX5528'0.05 MILE TO THE STATION AS DESCRIBED.
 LX5528'
 LX5528'STATION MARK, STAMPED RAYMOND HILL 1942, IS A U.S. COAST AND
 LX5528'GEODETIC SURVEY AND STATE SURVEY DISK SET IN A 6 BY 6 INCH
 LX5528'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT 49.5
 LX5528'FEET NORTH OF A 12-INCH APPLE TREE, 43.5 FEET EAST OF THE
 LX5528'NORTHEAST CORNER OF THE MAIN PART OF MR. LADYGAS HOUSE, 19 FEET
 LX5528'SOUTHEAST OF AN 18-INCH APPLE TREE AND 4.7 FEET EAST OF A METAL
 LX5528'WITNESS POST.  THERE WAS NO MENTION OF AN
 LX5528'UNDERGROUND MARK IN THE 1942 DESCRIPTION.
 LX5528'
 LX5528'REFERENCE MARK 1, STAMPED RAYMOND HILL NO 1 1942, IS A U.S. COAST
 LX5528'AND GEODETIC SURVEY AND STATE SURVEY DISK CEMENTED IN A DRILL
 LX5528'HOLE IN A BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE THE
 LX5528'GROUND SURFACE.  IT IS 64.5 FEET NORTHEAST OF THE 18-INCH
 LX5528'APPLE TREE, 9 FEET SOUTHEAST OF A 4-INCH MAPLE TREE AND 3 FEET
 LX5528'SOUTH OF A METAL WITNESS POST.
 LX5528'
 LX5528'REFERENCE MARK 2, STAMPED RAYMOND HILL NO 2 1942, IS A U.S. COAST
 LX5528'AND GEODETIC SURVEY AND STATE SURVEY DISK CEMENTED IN A DRILL
 LX5528'IN A BOULDER WHICH IS ABOUT 4 BY 5 FEET IN SIZE AND PROJECTS
 LX5528'ABOUT 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 99.5 FEET EAST
 LX5528'OF THE 18-INCH APPLE TREE AND 2.3 FEET WEST OF A METAL WITNESS
 LX5528'POST.
 LX5528'
 LX5528'AZIMUTH MARK, STAMPED RAYMOND HILL 1942 1975 AZ, IS A STANDARD
 LX5528'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX5528'IS ABOUT 6 BY 9 FEET IN SIZE AND PROJECTS ABOUT 6 INCHES ABOVE
 LX5528'THE GROUND SURFACE.  IT IS 147 FEET WEST OF A DRIVEWAY, 119
 LX5528'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 1390 AND
 LX5528'110.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TIN SHED.
 LX5528'
 LX5528'NOTE--NO MEASUREMENT BETWEEN THE R.M.S, DUE TO HEAVY BRUSH
 LX5528'AND TREES ON LINE.
 LX5528'
 LX5528'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 LX5528'
 LX5528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5528'4-1/2 MILES EAST OF SALEM.
 LX5528
 LX5528                          STATION RECOVERY (1984)
 LX5528
 LX5528'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5528'RAYMOND HILL 1942 FOUND GOOD.
 LX5528'RAYMOND HILL 1942 NORM 1 FOUND GOOD--WITNESS POST ADJACENT.
 LX5528'RAYMOND HILL 1942 NORM 2 FOUND GOOD--WITNESS POST ADJACENT.
 LX5528'AZIMUTH MARK - RAYMOND HILL 1942 FOUND GOOD--RECOVERED AS
 LX5528'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6060 ***********************************************************************
 LX6060  DESIGNATION -  RAYS BARN CUPOLA
 LX6060  PID         -  LX6060
 LX6060  STATE/COUNTY-  CT/MIDDLESEX
 LX6060  USGS QUAD   -  DEEP RIVER (1971)
 LX6060
 LX6060                         *CURRENT SURVEY CONTROL
 LX6060  ___________________________________________________________________
 LX6060* NAD 83(1996)-  41 27 03.93327(N)    072 27 12.32785(W)     ADJUSTED  
 LX6060* NAVD 88     -                                                        
 LX6060  ___________________________________________________________________
 LX6060  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX6060  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6060
 LX6060  HORZ ORDER  -  THIRD
 LX6060
 LX6060.The horizontal coordinates were established by classical geodetic methods
 LX6060.and adjusted by the National Geodetic Survey in August 1998..
 LX6060
 LX6060
 LX6060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6060
 LX6060.The geoid height was determined by GEOID03.
 LX6060
 LX6060;                    North         East     Units Scale Factor Converg.
 LX6060;SPC CT       -   221,049.873   329,581.716   MT  0.99998417   +0 11 47.9
 LX6060;SPC CT       -   725,227.79  1,081,302.68   sFT  0.99998417   +0 11 47.9
 LX6060;UTM  18      - 4,591,964.955   712,712.868   MT  1.00015686   +1 41 11.1
 LX6060
 LX6060                          SUPERSEDED SURVEY CONTROL
 LX6060
 LX6060  NAD 83(1992)-  41 27 03.93247(N)    072 27 12.32760(W) AD(       ) 4
 LX6060  NAD 83(1986)-  41 27 03.93422(N)    072 27 12.33025(W) AD(       ) 4
 LX6060  NAD 27      -  41 27 03.57400(N)    072 27 14.03500(W) AD(       ) 3
 LX6060
 LX6060.Superseded values are not recommended for survey control.
 LX6060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6060.See file dsdata.txt to determine how the superseded data were derived.
 LX6060
 LX6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1271391965(NAD 83)
 LX6060
 LX6060  HISTORY     - Date     Condition        Report By
 LX6060  HISTORY     - 1934     MONUMENTED       CGS
 LX6060  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6060  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6060
 LX6060                          STATION DESCRIPTION
 LX6060
 LX6060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6060'THE RESIDENCE OF B.A. RAY IS ON RAYS HILL ABOUT 3/4 MILE
 LX6060'SOUTHEASTERLY OF THE EAST HADDAM HIGHWAY BRIDGE.  THE HILL IS
 LX6060'MARKED BY A GROVE OF HEMLOCKS ON THE SE SLOPE.  THE BARN IS AT THE
 LX6060'HIGHEST PART OF THE HILL.
 LX6060'
 LX6060'THE BARN IS A PLAIN, WHITE PAINTED STRUCTURE.  A MUCH LOWER,
 LX6060'NARROWER SHED IS ATTACHED TO THE W END.  THE GABLE ENDS OF THE BARN
 LX6060'FACE E AND W.  A SQUARE CUPOLA WITH AN ALMOST FLAT TOP IS IN
 LX6060'THE MIDDLE OF THE MAIN BARN ROOF.  THE CUPOLA HAS A RECTANGULAR
 LX6060'SLATTED OPENING IN EACH SIDE.
 LX6060'
 LX6060'CENTER IS THE CENTER LINE OF THE CUPOLA.
 LX6060'
 LX6060'THE BUILDINGS AND HEMLOCKS ON THE HILL ARE A WELL KNOWN LANDMARK.
 LX6060
 LX6060                          STATION RECOVERY (1948)
 LX6060
 LX6060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6060'THE BARN HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THIS STATION
 LX6060'BE CONSIDERED DESTROYED.
 LX6060
 LX6060                          STATION RECOVERY (1997)
 LX6060
 LX6060'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6057 ***********************************************************************
 LX6057  DESIGNATION -  RAYS HOUSE CUPOLA
 LX6057  PID         -  LX6057
 LX6057  STATE/COUNTY-  CT/MIDDLESEX
 LX6057  USGS QUAD   -  DEEP RIVER (1971)
 LX6057
 LX6057                         *CURRENT SURVEY CONTROL
 LX6057  ___________________________________________________________________
 LX6057* NAD 83(1996)-  41 27 07.40207(N)    072 27 15.55246(W)     ADJUSTED  
 LX6057* NAVD 88     -                                                        
 LX6057  ___________________________________________________________________
 LX6057  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX6057  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX6057
 LX6057  HORZ ORDER  -  THIRD
 LX6057
 LX6057.The horizontal coordinates were established by classical geodetic methods
 LX6057.and adjusted by the National Geodetic Survey in August 1998..
 LX6057
 LX6057
 LX6057.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6057
 LX6057.The geoid height was determined by GEOID03.
 LX6057
 LX6057;                    North         East     Units Scale Factor Converg.
 LX6057;SPC CT       -   221,156.629   329,506.506   MT  0.99998415   +0 11 45.8
 LX6057;SPC CT       -   725,578.04  1,081,055.93   sFT  0.99998415   +0 11 45.8
 LX6057;UTM  18      - 4,592,069.738   712,634.894   MT  1.00015645   +1 41 09.1
 LX6057
 LX6057                          SUPERSEDED SURVEY CONTROL
 LX6057
 LX6057  NAD 83(1992)-  41 27 07.40127(N)    072 27 15.55222(W) AD(       ) 4
 LX6057  NAD 83(1986)-  41 27 07.40303(N)    072 27 15.55485(W) AD(       ) 4
 LX6057  NAD 27      -  41 27 07.04400(N)    072 27 17.25900(W) AD(       ) 3
 LX6057
 LX6057.Superseded values are not recommended for survey control.
 LX6057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6057.See file dsdata.txt to determine how the superseded data were derived.
 LX6057
 LX6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1263592070(NAD 83)
 LX6057
 LX6057  HISTORY     - Date     Condition        Report By
 LX6057  HISTORY     - 1934     MONUMENTED       CGS
 LX6057  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6057  HISTORY     - 19900407 GOOD             USPSQD
 LX6057  HISTORY     - 19971002 GOOD             USPSQD
 LX6057
 LX6057                          STATION DESCRIPTION
 LX6057
 LX6057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6057'RAYS HILL IS ABOUT 3/4 MILE SOUTHEASTERLY OF THE EAST HADDAM
 LX6057'HIGHWAY BRIDGE.  IT IS MARKED BY A LARGE GROVE OF HEMLOCKS ON THE
 LX6057'SOUTHERLY SLOPE.  THE RESIDENCE OF B.A. RAY IS A LITTLE N OF THE
 LX6057'HIGHEST PART OF THE HILL.
 LX6057'
 LX6057'THE HOUSE IS TWO-STORIES HIGH, PAINTED WHITE, WITH RED
 LX6057'SHUTTERS.  A PORCH WITH CONSIDERABLE ORNAMENTATION IS ALONG THE
 LX6057'W SIDE.  A 1 1/2-STORY WING IS ATTACHED TO THE S SIDE.  THERE IS A
 LX6057'LARGE SQUARE CUPOLA IN THE MIDDLE OF THE MANSARD ROOF.
 LX6057'
 LX6057'THE CUPOLA HAS TWO ARCHED, RED SHUTTERED OPENINGS IN EACH
 LX6057'SIDE AND A WOODEN FINIAL WITH A LIGHTNING ROD AT THE APEX
 LX6057'OF THE CURVING ROOF.
 LX6057'
 LX6057'CENTER IS THE CUPOLA FINIAL.
 LX6057
 LX6057                          STATION RECOVERY (1948)
 LX6057
 LX6057'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6057'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 LX6057'EXCEPTIONS--
 LX6057'
 LX6057'1. RED SHUTTERS HAVE BEEN REMOVED.
 LX6057'
 LX6057'2. PROPERTY IS NOW OWNED BY MR. RUDOLAF HURTER.
 LX6057
 LX6057                          STATION RECOVERY (1990)
 LX6057
 LX6057'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6057'RECOVERED IN GOOD CONDITION.
 LX6057
 LX6057                          STATION RECOVERY (1997)
 LX6057
 LX6057'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6298 ***********************************************************************
 LX6298  DESIGNATION -  READS GAP AIRWAY BEACON
 LX6298  PID         -  LX6298
 LX6298  STATE/COUNTY-  CT/MIDDLESEX
 LX6298  USGS QUAD   -  DURHAM (1984)
 LX6298
 LX6298                         *CURRENT SURVEY CONTROL
 LX6298  ___________________________________________________________________
 LX6298* NAD 83(1996)-  41 27 54.79590(N)    072 44 09.32849(W)     ADJUSTED  
 LX6298* NAVD 88     -                                                        
 LX6298  ___________________________________________________________________
 LX6298  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX6298  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6298
 LX6298  HORZ ORDER  -  THIRD
 LX6298
 LX6298.The horizontal coordinates were established by classical geodetic methods
 LX6298.and adjusted by the National Geodetic Survey in August 1998..
 LX6298
 LX6298
 LX6298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6298
 LX6298.The geoid height was determined by GEOID03.
 LX6298
 LX6298;                    North         East     Units Scale Factor Converg.
 LX6298;SPC CT       -   222,576.568   305,976.463   MT  0.99998385   +0 00 33.6
 LX6298;SPC CT       -   730,236.62  1,003,857.78   sFT  0.99998385   +0 00 33.6
 LX6298;UTM  18      - 4,592,877.426   689,073.220   MT  1.00003996   +1 29 58.7
 LX6298
 LX6298                          SUPERSEDED SURVEY CONTROL
 LX6298
 LX6298  NAD 83(1992)-  41 27 54.79510(N)    072 44 09.32849(W) AD(       ) 4
 LX6298  NAD 83(1986)-  41 27 54.79712(N)    072 44 09.33056(W) AD(       ) 4
 LX6298  NAD 27      -  41 27 54.44300(N)    072 44 10.97900(W) AD(       ) 3
 LX6298
 LX6298.Superseded values are not recommended for survey control.
 LX6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6298.See file dsdata.txt to determine how the superseded data were derived.
 LX6298
 LX6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8907392877(NAD 83)
 LX6298
 LX6298  HISTORY     - Date     Condition        Report By
 LX6298  HISTORY     - 1935     MONUMENTED       CGS
 LX6298
 LX6298                          STATION DESCRIPTION
 LX6298
 LX6298'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6298'AN AIRWAY BEACON ON THE BOSTON TO NEW YORK AIRWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6109 ***********************************************************************
 LX6109  DESIGNATION -  RED STORE
 LX6109  PID         -  LX6109
 LX6109  STATE/COUNTY-  CT/MIDDLESEX
 LX6109  USGS QUAD   -  HADDAM (1971)
 LX6109
 LX6109                         *CURRENT SURVEY CONTROL
 LX6109  ___________________________________________________________________
 LX6109* NAD 83(1996)-  41 28 52.39350(N)    072 30 22.28245(W)     ADJUSTED  
 LX6109* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6109  ___________________________________________________________________
 LX6109  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX6109  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6109
 LX6109  HORZ ORDER  -  THIRD
 LX6109
 LX6109.The horizontal coordinates were established by classical geodetic methods
 LX6109.and adjusted by the National Geodetic Survey in August 1998..
 LX6109
 LX6109.The orthometric height was scaled from a topographic map.
 LX6109
 LX6109.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6109
 LX6109.The geoid height was determined by GEOID03.
 LX6109
 LX6109;                    North         East     Units Scale Factor Converg.
 LX6109;SPC CT       -   224,382.106   325,163.364   MT  0.99998356   +0 09 42.0
 LX6109;SPC CT       -   736,160.29  1,066,806.80   sFT  0.99998356   +0 09 42.0
 LX6109;UTM  18      - 4,595,181.671   708,208.622   MT  1.00013352   +1 39 08.7
 LX6109
 LX6109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6109!SPC CT       -   1.00000473  x   0.99998356  =   0.99998829
 LX6109!UTM  18      -   1.00000473  x   1.00013352  =   1.00013825
 LX6109
 LX6109|---------------------------------------------------------------------|
 LX6109| PID    Reference Object                     Distance      Geod. Az  |
 LX6109|                                                           dddmmss.s |
 LX6109| CZ7816 RED STORE RM 2                       21.330 METERS 00550     |
 LX6109| LX6105 SMITHS CHIMNEY                      392.070 METERS 03035     |
 LX6109| LX6079 ASHTON SCHOOL FLAGSTAFF             APPROX. 4.1 KM 1213745.2 |
 LX6109| CZ7815 RED STORE RM 1                       22.780 METERS 29002     |
 LX6109| LX6862 HAMMERSETHS GABLE                   APPROX. 2.9 KM 3314821.3 |
 LX6109| LX6126 HADDAM ISLAND FRONT RANGE LT        APPROX. 1.3 KM 3371054.2 |
 LX6109|---------------------------------------------------------------------|
 LX6109
 LX6109                          SUPERSEDED SURVEY CONTROL
 LX6109
 LX6109  NAD 83(1992)-  41 28 52.39275(N)    072 30 22.28230(W) AD(       ) 3
 LX6109  NAD 83(1986)-  41 28 52.39456(N)    072 30 22.28479(W) AD(       ) 3
 LX6109  NAD 27      -  41 28 52.03600(N)    072 30 23.98600(W) AD(       ) 3
 LX6109
 LX6109.Superseded values are not recommended for survey control.
 LX6109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6109.See file dsdata.txt to determine how the superseded data were derived.
 LX6109
 LX6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0820995182(NAD 83)
 LX6109_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6109_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6109+STABILITY: SURFACE MOTION
 LX6109
 LX6109  HISTORY     - Date     Condition        Report By
 LX6109  HISTORY     - 1934     MONUMENTED       CGS
 LX6109  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6109
 LX6109                          STATION DESCRIPTION
 LX6109
 LX6109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6109'THIS STATION IS ON THE PROPERTY KNOWN AS RED STORE LANDING
 LX6109'BELONGING TO SHERIFF THOMPSON OF MIDDLESEX COUNTY.  IT IS
 LX6109'REACHED BY A ROAD TURNING EASTERLY FROM ROUTE 9 OPPOSITE THE
 LX6109'COUNTY JAIL.  THIS ROAD LEADS TO THE LANDING AT THE RIVERS EDGE
 LX6109'0.4 MILE FROM THE MAIN HIGHWAY.
 LX6109'
 LX6109'SURFACE, AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 LX6109'IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 7A.
 LX6109'
 LX6109'THE STATION IS 1.3 METERS W OF THE SEA WALL AT THE RIVERS
 LX6109'EDGE 1.9 METERS S OF THE ANGLE AT THE S SIDE OF THE
 LX6109'LANDING PROPER.  THIS SEA WALL EXTENDS ABOUT 40 METERS
 LX6109'SOUTHERLY OF THE STATION AND ALSO SURROUNDS THE OLD LANDING.  THE
 LX6109'LANDING IS 14 METERS WIDE AT ITS EASTERN FACE.
 LX6109'
 LX6109'REFERENCE MARK NO.1 IS IN THE INSHORE END OF THE N WALL OF
 LX6109'THE LANDING ABOUT 4 METERS BACK OF ORDINARY HIGH WATER.  IT
 LX6109'BEARS N 65 DEG W (MAGNETIC).
 LX6109'
 LX6109'REFERENCE MARK NO.2 IS SET IN THE NE CORNER OF THE WALL OF
 LX6109'THE LANDING 6 METERS E OF A TURN OF THE WALL TO THE NORTHWARD.  IT
 LX6109'BEARS N 20 DEG E (MAGNETIC).
 LX6109'
 LX6109'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6109
 LX6109                          STATION RECOVERY (1948)
 LX6109
 LX6109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6109'THIS STATION IS ON THE W SHORE OF THE CONNECTICUT RIVER AT
 LX6109'RED STORE LANDING.  IT IS REACHED BY TURNING E FROM ROUTE
 LX6109'9 IN FRONT OF THE MIDDLESEX COUNTY JAIL AND FOLLOWNG THIS FIELD
 LX6109'ROAD 0.4 MILE TO THE OLD LANDING.
 LX6109'
 LX6109'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 LX6109'CONCRETE.
 LX6109'
 LX6109'STATION IS 1.3 METERS W OF THE SEA WALL AT THE RIVERS EDGE AND
 LX6109'1.9 METERS S OF THE ANGLE AT THE S SIDE OF THE LANDING
 LX6109'PROPER.  THE SEA WALL EXTENDS ABOUT 40 METERS S OF THE STATION
 LX6109'AND ALSO SURROUNDS THE OLD LANDING.
 LX6109'
 LX6109'REFERENCE MARK 1 IS IN THE INSHORE END OF THE N WALL OF THE
 LX6109'LANDING, ABOUT 3 METERS BACK OF THE MEAN HIGH-WATER LINE.  IT
 LX6109'BEARS N 65 DEG W (MAGNETIC).
 LX6109'
 LX6109'REFERENCE MARK 2 HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5095 ***********************************************************************
 LX5095  TIDAL BM    -  This is a Tidal Bench Mark.
 LX5095  DESIGNATION -  RED TOP 2
 LX5095  PID         -  LX5095
 LX5095  STATE/COUNTY-  CT/NEW LONDON
 LX5095  USGS QUAD   -  UNCASVILLE (1984)
 LX5095
 LX5095                         *CURRENT SURVEY CONTROL
 LX5095  ___________________________________________________________________
 LX5095* NAD 83(1996)-  41 25 10.62695(N)    072 05 19.41074(W)     ADJUSTED  
 LX5095* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5095  ___________________________________________________________________
 LX5095  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LX5095  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5095
 LX5095  HORZ ORDER  -  THIRD
 LX5095
 LX5095.The horizontal coordinates were established by classical geodetic methods
 LX5095.and adjusted by the National Geodetic Survey in August 1998..
 LX5095
 LX5095.The orthometric height was scaled from a topographic map.
 LX5095
 LX5095.This Tidal Bench Mark is designated as VM 4811
 LX5095.by the Center for Operational Oceanographic Products and Services.
 LX5095
 LX5095.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5095
 LX5095.The geoid height was determined by GEOID03.
 LX5095
 LX5095;                    North         East     Units Scale Factor Converg.
 LX5095;SPC CT       -   217,723.350   360,081.377   MT  0.99998511   +0 26 18.5
 LX5095;SPC CT       -   714,314.02  1,181,366.98   sFT  0.99998511   +0 26 18.5
 LX5095;UTM  18      - 4,589,431.521   743,296.509   MT  1.00032853   +1 55 37.0
 LX5095
 LX5095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5095!SPC CT       -   1.00000388  x   0.99998511  =   0.99998899
 LX5095!UTM  18      -   1.00000388  x   1.00032853  =   1.00033241
 LX5095
 LX5095|---------------------------------------------------------------------|
 LX5095| PID    Reference Object                     Distance      Geod. Az  |
 LX5095|                                                           dddmmss.s |
 LX5095| AE4775 RED TOP 2 RM 2                       23.320 METERS 01028     |
 LX5095| AE4774 RED TOP 2 RM 1                       13.900 METERS 04838     |
 LX5095| LX5088 COW POINT LIGHT 4                   APPROX. 1.1 KM 1990300.0 |
 LX5095| LX5080 SCOTCH CAP LIGHT 1                  APPROX. 2.2 KM 1994718.4 |
 LX5095| LX5148 BARTLETT POINT LIGHT 5              APPROX. 1.1 KM 3101413.3 |
 LX5095|---------------------------------------------------------------------|
 LX5095
 LX5095                          SUPERSEDED SURVEY CONTROL
 LX5095
 LX5095  NAD 83(1992)-  41 25 10.62591(N)    072 05 19.41000(W) AD(       ) 3
 LX5095  NAD 83(1986)-  41 25 10.62669(N)    072 05 19.41358(W) AD(       ) 3
 LX5095  NAD 27      -  41 25 10.28000(N)    072 05 21.13600(W) AD(       ) 3
 LX5095
 LX5095.Superseded values are not recommended for survey control.
 LX5095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5095.See file dsdata.txt to determine how the superseded data were derived.
 LX5095
 LX5095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4329789432(NAD 83)
 LX5095_MARKER: DS = TRIANGULATION STATION DISK
 LX5095_SETTING: 66 = SET IN ROCK OUTCROP
 LX5095_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX5095_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5095+STABILITY: POSITION/ELEVATION WELL
 LX5095
 LX5095  HISTORY     - Date     Condition        Report By
 LX5095  HISTORY     - 1934     MONUMENTED       USE
 LX5095  HISTORY     - 1971     GOOD             CTDT
 LX5095  HISTORY     - 1984     GOOD             USPSQD
 LX5095  HISTORY     - 1989     GOOD             USPSQD
 LX5095
 LX5095                          STATION DESCRIPTION
 LX5095
 LX5095'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5095'THE STATION IS LOCATED ON THE BLUFF JUST E OF THE NEW YORK, NEW
 LX5095'HAVEN AND HARTFORD RAILROAD AND ON THEIR RIGHT-OF-WAY.  IT IS
 LX5095'ALSO E OF THE HARVARD BOATHOUSE ON THE E BANK OF THE THAMES
 LX5095'RIVER.  THE STATION IS MARKED BY A STANDARD DISK SET IN A DRILL
 LX5095'HOLE IN LOWER PART OF LEDGE APPROXIMATELY 33 METERS E OF HIGH
 LX5095'WATER LINE 8.00 METERS E OF CENTER LINE OF RAILROAD STATION,
 LX5095'AND IS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY NO.1 AND
 LX5095'STATE HIGHWAY NO.12 BY GOING N 4.2 MILES ON STATE HIGHWAY
 LX5095'NO.12, THEN LEFT THROUGH A GATE FOLLOWING WINDING ROAD TO
 LX5095'RAILROAD.
 LX5095'
 LX5095'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN LEDGES
 LX5095'SE AND NE OF STATION RESPECTIVELY.
 LX5095'
 LX5095'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5095
 LX5095                          STATION RECOVERY (1971)
 LX5095
 LX5095'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5095'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX5095'CONDITION.  TO REACH THE STATION FROM LEDYARD AT THE
 LX5095'INTERSECTION OF ROUTE 214 (STODDARDS WHARF ROAD) AND ROUTE 12
 LX5095'GO SOUTH ON ROUTE 12 FOR 1.9 MILES TO A Y INTERSECTION OF ROUTE
 LX5095'12 AND THE MILITARY HIGHWAY, BEAR RIGHT, SOUTHWEST AND GO 0.75
 LX5095'MILE TO A DIRT ROAD ON THE RIGHT, GO WEST 0.15 MILE ON THE DIRT
 LX5095'ROAD, THAT LEADS TO THE HARVARD BOAT HOUSE, TO THE RAILROAD
 LX5095'TRACKS, AND THE STATION IS ABOUT 170 FEET NORTH OF THE ROAD
 LX5095'CROSSING.
 LX5095
 LX5095                          STATION RECOVERY (1984)
 LX5095
 LX5095'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5095'RED TOP 2 1934 RECOVERED GOOD.
 LX5095'
 LX5095'RED TOP 2 RM 1 1934 RECOVERED GOOD.
 LX5095'
 LX5095'RED TOP 2 RM 2 1934 RECOVERED GOOD.
 LX5095'
 LX5095'RECOVERED AS DESCRIBED.
 LX5095
 LX5095                          STATION RECOVERY (1989)
 LX5095
 LX5095'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3811 ***********************************************************************
 LX3811  DESIGNATION -  REDDING
 LX3811  PID         -  LX3811
 LX3811  STATE/COUNTY-  CT/FAIRFIELD
 LX3811  USGS QUAD   -  BOTSFORD (1984)
 LX3811
 LX3811                         *CURRENT SURVEY CONTROL
 LX3811  ___________________________________________________________________
 LX3811* NAD 83(1996)-  41 18 56.30080(N)    073 21 06.89998(W)     ADJUSTED  
 LX3811* NAVD 88     -       207.4    (meters)     680.     (feet)  VERTCON   
 LX3811  ___________________________________________________________________
 LX3811  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 LX3811  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX3811
 LX3811  HORZ ORDER  -  FIRST
 LX3811
 LX3811.The horizontal coordinates were established by classical geodetic methods
 LX3811.and adjusted by the National Geodetic Survey in August 1998..
 LX3811
 LX3811.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3811
 LX3811.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3811
 LX3811.The geoid height was determined by GEOID03.
 LX3811
 LX3811;                    North         East     Units Scale Factor Converg.
 LX3811;SPC CT       -   206,139.438   254,401.496   MT  0.99999034   -0 23 56.8
 LX3811;SPC CT       -   676,309.14    834,648.91   sFT  0.99999034   -0 23 56.8
 LX3811;UTM  18      - 4,575,106.981   637,945.474   MT  0.99983419   +1 05 17.7
 LX3811
 LX3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3811!SPC CT       -   0.99997212  x   0.99999034  =   0.99996246
 LX3811!UTM  18      -   0.99997212  x   0.99983419  =   0.99980632
 LX3811
 LX3811|---------------------------------------------------------------------|
 LX3811| PID    Reference Object                     Distance      Geod. Az  |
 LX3811|                                                           dddmmss.s |
 LX3811| LX3812 656                                  24.121 METERS 05858     |
 LX3811| CB4258 REDDING AZ MK                                      0885238.5 |
 LX3811| CB4259 REDDING RM 1                         36.832 METERS 13945     |
 LX3811| LX7460 REDDING RM 3                        187.270 METERS 16953     |
 LX3811| CB4260 REDDING RM 2                         36.695 METERS 34355     |
 LX3811|---------------------------------------------------------------------|
 LX3811
 LX3811                          SUPERSEDED SURVEY CONTROL
 LX3811
 LX3811  NAD 83(1992)-  41 18 56.30012(N)    073 21 06.89990(W) AD(       ) 1
 LX3811  NAD 83(1986)-  41 18 56.30208(N)    073 21 06.90217(W) AD(       ) 1
 LX3811  NAD 83(1986)-  41 18 56.30232(N)    073 21 06.90245(W) AD(       ) 1
 LX3811  NAD 27      -  41 18 55.95944(N)    073 21 08.47522(W) AD(       ) 1
 LX3811  NGVD 29 (10/23/89)  207.7    (m)          681.     (f) VERT ANG       
 LX3811
 LX3811.Superseded values are not recommended for survey control.
 LX3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3811.See file dsdata.txt to determine how the superseded data were derived.
 LX3811
 LX3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3794575107(NAD 83)
 LX3811_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3811_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3811
 LX3811  HISTORY     - Date     Condition        Report By
 LX3811  HISTORY     - 1942     MONUMENTED       CGS
 LX3811  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3811  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3811  HISTORY     - 1983     GOOD             NGS
 LX3811
 LX3811                          STATION DESCRIPTION
 LX3811
 LX3811'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3811'THE STATION IS LOCATED ABOUT 0.75 MILE NE OF THE SMALL VILLAGE OF
 LX3811'REDDING RIDGE, 63 FEET W OF THE CENTER LINE OF CONNECTICUT STATE
 LX3811'HIGHWAY 58, 32.6 FEET SW OF A TRIANGULAR-BLAZED 20-INCH MAPLE
 LX3811'TREE.  THE MARK IS SET ON THE D.S. SANFORD ESTATE, AND THE
 LX3811'SURFACE-STATION MARK IS SET 12 INCHES BELOW THE SURFACE OF THE
 LX3811'GROUND.  THE DISK IS STAMPED REDDING 1942.
 LX3811'
 LX3811'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LX3811'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX3811'
 LX3811'REFERENCE MARK NO. 1 IS 120.84 FEET SSE OF THE STATION, ON THE E
 LX3811'EDGE OF A HAY MEADOW, 31 FEET W OF THE CENTER LINE OF CONNECTICUT
 LX3811'STATE HIGHWAY 58.  THE MARK IS SET FLUSH WITH THE GROUND AND THE
 LX3811'DISK IS STAMPED REDDING NO.1 1942.
 LX3811'
 LX3811'REFERENCE MARK NO.2 IS 120.39 FEET NNE OF THE STATION, 85 FEET W
 LX3811'OF A ONE-STORY FRAME HOUSE THAT IS PAINTED WHITE, 36.6 FEET W OF
 LX3811'THE CENTER LINE OF CONNECTICUT STATE HIGHWAY 58, 4 FEET W OF A
 LX3811'15-INCH MAPLE TREE.  THE DISK IS STAMPED REDDING NO.2 1942.
 LX3811'
 LX3811'THE AZIMUTH MARK IS 0.3 MILE SE OF THE STATION, 15.6 FEET S OF THE
 LX3811'CENTER LINE OF CHURCH HILL ROAD, 5 FEET NW OF THE NW CORNER OF A
 LX3811'STONE WALL FENCE CORNER, 4 FEET W OF A STANDARD REFERENCE POST.
 LX3811'THE DISK IS STAMPED REDDING 1942.
 LX3811'
 LX3811'A TRAVERSE CONNECTION WAS MADE TO U.S.C. AND G.S. (STATE SURVEY)
 LX3811'NO. 656.
 LX3811'
 LX3811'TO REACH THE STATION FROM THE CROSSROADS IN REDDING RIDGE, WHICH
 LX3811'IS CONNECTICUT STATE HIGHWAY 58 AND CHURCH HILL ROAD, GO N ON
 LX3811'CONNECTICUT STATE HIGHWAY 58 FOR 0.15 MILE TO A TRIANGULAR-BLAZED
 LX3811'20-INCH MAPLE TREE ON THE LEFT AND THE STATION.
 LX3811'
 LX3811'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON
 LX3811'CONNECTICUT STATE HIGHWAY 58 FOR 0.15 MILE TO CROSSROADS, HERE
 LX3811'TURN LEFT ON CHURCH HILL ROAD AND GO 0.3 MILE TO THE AZIMUTH MARK
 LX3811'ON THE RIGHT.
 LX3811'
 LX3811'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 LX3811
 LX3811                          STATION RECOVERY (1960)
 LX3811
 LX3811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3811'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN EXCELLENT
 LX3811'CONDITION.  THE REFERENCE POST AT THE AZIMUTH MARK WAS NOT
 LX3811'FOUND.  LOW TREES INTERFERE WITH LINE OF SIGHT FROM THE AZIMUTH
 LX3811'MARK TO THE STATION.  A H.I. OF 27 METERS WOULD PROBABLY CLEAR
 LX3811'THE LINE OF TREES.
 LX3811
 LX3811                          STATION RECOVERY (1972)
 LX3811
 LX3811'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3811'REDDING 1942 EXCELLENT
 LX3811'
 LX3811'REDDING NO. 1 1942 EXCELLENT
 LX3811'
 LX3811'REDDING NO. 1 1942 EXCELLENT
 LX3811'
 LX3811'(AZM MARK) EXCELLENT
 LX3811'
 LX3811'STATION IS 0.12 MILE NORTHWEST OF VILLAGE OF REDDING RIDGE.  62
 LX3811'FEET WEST OF CONN. 58 CENTERLINE.  25 FEET WEST OF NORTH-SOUTH
 LX3811'WIRE FENCE.  210 FEET SOUTH OF AN EAST-WEST STONEWALL CENTERLINE
 LX3811'AND 76.6 FEET NORTHWEST OF SNETCO POLE 355.
 LX3811'
 LX3811'RM 1 IS 34 FEET WEST OF CONN. 58 CENTERLINE.  RM 2 IS 39 FEET WEST
 LX3811'OF CONN. 58 CENTERLINE.  AZIMUTH MARK IS ABOUT 0.3 MILE EAST OF
 LX3811'STATION AND 49 FEET EAST OF SNETCO POLE 4650.
 LX3811
 LX3811                          STATION RECOVERY (1983)
 LX3811
 LX3811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3811'THE STATION AND REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE
 LX3811'RECOVERED IN GOOD CONDITION.  DIRECTION BETWEEN THE REFERENCE
 LX3811'MARKS COMPARED WITH 1942 DATA.  THE DISTANCE TO REFERENCE MARK
 LX3811'1 COMPARED, THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER
 LX3811'BY 0.012 METER.  THE AZIMUTH MARK DID NOT SEE FROM THE GROUND
 LX3811'OR THE TOP OF TOWER.  THE MARK SS NO. 656 WAS NOT RECOVERED,
 LX3811'A NEW REFERENCE MARK 3 WAS ESTABLISHED, AN EDM TIE WAS MADE TO
 LX3811'IT FROM STATION REDDING 1942.
 LX3811'A NEW TO REACH FOLLOWS.
 LX3811'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTHWEST OF
 LX3811'EASTON, 7.2 KM (4.5 MI) WEST OF THE JUNCTION OF STATE
 LX3811'HIGHWAYS 25 AND 59, 7.2 KM (4.5 MI) SOUTHEAST OF THE
 LX3811'JUNCTION OF STATE HIGHWAYS 302 AND 58, 2.4 KM (1.5 MI)
 LX3811'EAST-NORTHEAST OF REDDING AND IN A HAY FIELD ON PRIVATE
 LX3811'PROPERTY.
 LX3811'OWNERSHIP--CHARLES W KARRAKER, POST OFFICE BOX 5,
 LX3811'REDDING RIDGE CT 06786.
 LX3811'
 LX3811'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 58
 LX3811'AND CHURCH HILL ROAD AT CHRIST CHURCH IN THE REDDING
 LX3811'RIDGE COMMUNITY, GO NORTHERLY ON HIGHWAY 58 FOR 0.2 KM
 LX3811'(0.15 MI) TO A DIM FIELD ENTRANCE ON LEFT, AT THE
 LX3811'CORNER OF A ROCK WALL.  TURN LEFT WEST, THEN SOUTH ALONG
 LX3811'THE TREE LINE FOR 64 METERS (210 FT) TO THE STATION.
 LX3811'
 LX3811'THE STATION IS A STANDARD NGS DISK
 LX3811'STAMPED---REDDING 1942---,
 LX3811'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 LX3811'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 LX3811'64 METERS (210 FT) SOUTH FROM A ROCK FENCE AT THE FIELD ENTRANCE
 LX3811'AND
 LX3811'7.8 METERS (25.5 FT) EAST FROM THE WIRE FENCE.
 LX3811'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3811'STAMPED---REDDING 1942---,
 LX3811'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3811'
 LX3811'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3811'STAMPED---REDDING NO 1 1942---,
 LX3811'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 LX3811'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3811'3.4 METERS (11 FT) NORTH-NORTHWEST FROM A TWIN TRUNKED TREE AND
 LX3811'0.9 METER (3 FT) WEST FROM THE WIRE FENCE.
 LX3811'MARK IS LEVEL WITH STATION.
 LX3811'
 LX3811'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3811'STAMPED---REDDING NO 2 1942---,
 LX3811'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3811'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3811'28.0 METERS (92 FT) SOUTH FROM THE ROCK FENCE AT THE ENTRANCE TO
 LX3811'FIELD AND
 LX3811'1.8 METERS (6 FT) WEST-SOUTHWEST FROM A 90 CM IN DIAMETER TWIN
 LX3811'TRUNKED TREE.
 LX3811'MARK IS LEVEL WITH STATION.
 LX3811'
 LX3811'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3811'STAMPED---REDDING 1942 NO 3 1983---,
 LX3811'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3811'FLUSH WITH GROUND.  IT IS LOCATED
 LX3811'73.8 METERS (242 FT) WEST FROM THE APPROXIMATE CENTER OF THE
 LX3811'PAVED ROAD,
 LX3811'11.6 METERS (38 FT) SOUTHEAST FROM A 50 CM IN DIAMETER TREE AND
 LX3811'1.2 METERS (3.9 FT) NORTH FROM A WITNESS POST.
 LX3811'MARK IS LEVEL WITH STATION.
 LX3811'
 LX3811'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3811'STAMPED---REDDING 1942---,
 LX3811'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3811'PROJECTING 20 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3811'4.7 METERS (15.5 FT) SOUTH FROM THE APPROXIMATE CENTER OF CHURCH
 LX3811'HILL ROAD AND
 LX3811'1.5 METERS (5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A STONE
 LX3811'WALL FENCE CORNER.
 LX3811'
 LX3811'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON
 LX3811'STATE HIGHWAY 58 FOR 0.2 KM (0.15 MI) TO A CROSSROAD.
 LX3811'TURN LEFT AND GO EAST ON CHURCH HILL ROAD FOR 0.5 KM
 LX3811'(0.3 MI) TO THE MARK ON RIGHT.
 LX3811'
 LX3811'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.6 METERS.
 LX3811'
 LX3811'DESCRIBED BY J.N. LEONHARDT, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7460 ***********************************************************************
 LX7460  DESIGNATION -  REDDING RM 3
 LX7460  PID         -  LX7460
 LX7460  STATE/COUNTY-  CT/FAIRFIELD
 LX7460  USGS QUAD   -  BOTSFORD (1984)
 LX7460
 LX7460                         *CURRENT SURVEY CONTROL
 LX7460  ___________________________________________________________________
 LX7460* NAD 83(1996)-  41 18 50.32495(N)    073 21 05.48493(W)     ADJUSTED  
 LX7460* NAVD 88     -       207.     (meters)     679.     (feet)  VERTCON   
 LX7460  ___________________________________________________________________
 LX7460  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 LX7460  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX7460
 LX7460  HORZ ORDER  -  SECOND
 LX7460
 LX7460.The horizontal coordinates were established by classical geodetic methods
 LX7460.and adjusted by the National Geodetic Survey in August 1998..
 LX7460
 LX7460.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7460
 LX7460.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7460
 LX7460.The geoid height was determined by GEOID03.
 LX7460
 LX7460;                    North         East     Units Scale Factor Converg.
 LX7460;SPC CT       -   205,954.860   254,433.125   MT  0.99999045   -0 23 55.8
 LX7460;SPC CT       -   675,703.57    834,752.68   sFT  0.99999045   -0 23 55.8
 LX7460;UTM  18      - 4,574,923.315   637,981.877   MT  0.99983431   +1 05 18.5
 LX7460
 LX7460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7460!SPC CT       -   0.99997219  x   0.99999045  =   0.99996264
 LX7460!UTM  18      -   0.99997219  x   0.99983431  =   0.99980651
 LX7460
 LX7460                          SUPERSEDED SURVEY CONTROL
 LX7460
 LX7460  NAD 83(1992)-  41 18 50.32426(N)    073 21 05.48485(W) AD(       ) 2
 LX7460  NAD 83(1986)-  41 18 50.32625(N)    073 21 05.48713(W) AD(       ) 2
 LX7460  NAD 83(1986)-  41 18 50.32646(N)    073 21 05.48740(W) AD(       ) 2
 LX7460  NGVD 29 (10/23/89)  207.     (m)          679.     (f) VERT ANG       
 LX7460
 LX7460.Superseded values are not recommended for survey control.
 LX7460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7460.See file dsdata.txt to determine how the superseded data were derived.
 LX7460
 LX7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3798274923(NAD 83)
 LX7460_MARKER: DR = REFERENCE MARK DISK
 LX7460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7460_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7460+STABILITY: SURFACE MOTION
 LX7460
 LX7460  HISTORY     - Date     Condition        Report By
 LX7460  HISTORY     - 1983     MONUMENTED       NGS
 LX7460
 LX7460                          STATION DESCRIPTION
 LX7460
 LX7460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7460'THE STATION IS LOCATED ABOUTH 8.8 KM (5.5 MI) NORTHWEST OF
 LX7460'EASTON, 7.2 KM (4.5 MI) WEST OF THE JUNCTION OF STATE
 LX7460'HIGHWAYS 25 AND 59, 7.2 KM (4.5 MI) SOUTHEAST OF THE
 LX7460'JUNCTION OF STATE HIGHWAYS 302 AND 58, 2.4 KM (1.5 MI)
 LX7460'EAST-NORTHEAST OF REDDING AND IN A HAY FIELD ON PRIVATE PROPERTY.
 LX7460'OWNERSHIP--CHARLES W KARRAKER, POST OFFICE BOX 5,
 LX7460'REDDING RIDGE CT 06786.
 LX7460'
 LX7460'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 58 AND
 LX7460'CHURCH HILL ROAD AT THE CHRIST CHURCH IN REDDING RIDGE
 LX7460'COMMUNITY, GO NORTHERLY ON HIGHWAY 58 FOR 0.2 KM (0.15 MI)
 LX7460'TO A DIM FIELD ENTRANCE ON LEFT AT THE CORNER OF A ROCK
 LX7460'FENCE.  TURN LEFT WEST, THEN SOUTH ALONG THE TREE LINE FOR
 LX7460'64 METERS (210 FT) TO STATION REDDING 1942.  CONTINUE SOUTH
 LX7460'ALONG THE TREE LINE FOR 0.2 KM (0.1 MI) TO END OF TREE LINE.
 LX7460'TURN RIGHT AND GO WEST ACROSS THE HAY FIELD FOR 56 METERS
 LX7460'(185 FT) TO THE STATION ON LEFT.
 LX7460'
 LX7460'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7460'STAMPED---REDDING 1942 NO 3 1983---,
 LX7460'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7460'FLUSH WITH GROUND.  IT IS LOCATED
 LX7460'73.8 METERS (242 FT) WEST FROM THE APPROXIMATE CENTER OF A PAVED
 LX7460'ROAD,
 LX7460'11.6 METERS (38 FT) SOUTHEAST FROM A 50 CM IN DIAMETER TREE AND
 LX7460'1.2 METERS (3.9 FT) NORTH FROM A WITNESS POST.
 LX7460'
 LX7460'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7460'
 LX7460'AN EDM TIE WAS MADE TO STATION REDDING 1942.
 LX7460'
 LX7460'DESCRIBED BY J.N. LEONHARDT, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5011 ***********************************************************************
 LX5011  DESIGNATION -  REED
 LX5011  PID         -  LX5011
 LX5011  STATE/COUNTY-  CT/TOLLAND
 LX5011  USGS QUAD   -  ROCKVILLE (1984)
 LX5011
 LX5011                         *CURRENT SURVEY CONTROL
 LX5011  ___________________________________________________________________
 LX5011* NAD 83(1996)-  41 51 05.32476(N)    072 24 08.53773(W)     ADJUSTED  
 LX5011* NAVD 88     -       286.2    (meters)     939.     (feet)  VERTCON   
 LX5011  ___________________________________________________________________
 LX5011  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LX5011  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX5011
 LX5011  HORZ ORDER  -  FIRST
 LX5011
 LX5011.The horizontal coordinates were established by classical geodetic methods
 LX5011.and adjusted by the National Geodetic Survey in August 1998..
 LX5011
 LX5011.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5011
 LX5011.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5011
 LX5011.The geoid height was determined by GEOID03.
 LX5011
 LX5011;                    North         East     Units Scale Factor Converg.
 LX5011;SPC CT       -   265,534.385   333,668.642   MT  0.99999850   +0 13 49.8
 LX5011;SPC CT       -   871,174.06  1,094,711.20   sFT  0.99999850   +0 13 49.8
 LX5011;UTM  18      - 4,636,548.930   715,637.165   MT  1.00017223   +1 44 01.7
 LX5011
 LX5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5011!SPC CT       -   0.99995972  x   0.99999850  =   0.99995822
 LX5011!UTM  18      -   0.99995972  x   1.00017223  =   1.00013194
 LX5011
 LX5011:                Primary Azimuth Mark                     Grid Az
 LX5011:SPC CT       -  BACH                                     027 45 09.5
 LX5011:UTM  18      -  BACH                                     026 14 57.6
 LX5011
 LX5011|---------------------------------------------------------------------|
 LX5011| PID    Reference Object                     Distance      Geod. Az  |
 LX5011|                                                           dddmmss.s |
 LX5011| LX5040 BACH                                APPROX. 4.3 KM 0275859.3 |
 LX5011| CZ7817 REED RM 1                            27.739 METERS 14510     |
 LX5011| CZ7818 REED RM 2                            25.671 METERS 23118     |
 LX5011|---------------------------------------------------------------------|
 LX5011
 LX5011                          SUPERSEDED SURVEY CONTROL
 LX5011
 LX5011  NAD 83(1996)-  41 51 05.32444(N)    072 24 08.53775(W) AD(       ) 1
 LX5011  NAD 83(1992)-  41 51 05.32478(N)    072 24 08.53796(W) AD(       ) 1
 LX5011  NAD 83(1992)-  41 51 05.32537(N)    072 24 08.53868(W) AD(       ) 1
 LX5011  NAD 83(1986)-  41 51 05.32628(N)    072 24 08.53858(W) AD(       ) 1
 LX5011  NAD 27      -  41 51 04.97344(N)    072 24 10.24322(W) AD(       ) 1
 LX5011  NGVD 29 (07/19/86)  286.4    (m)          940.     (f) VERT ANG       
 LX5011
 LX5011.Superseded values are not recommended for survey control.
 LX5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5011.See file dsdata.txt to determine how the superseded data were derived.
 LX5011
 LX5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1563736549(NAD 83)
 LX5011_MARKER: DS = TRIANGULATION STATION DISK
 LX5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5011+STABILITY: SURFACE MOTION
 LX5011
 LX5011  HISTORY     - Date     Condition        Report By
 LX5011  HISTORY     - 1979     MONUMENTED       NGS
 LX5011
 LX5011                          STATION DESCRIPTION
 LX5011
 LX5011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5011'THE STATION IS LOCATED ON A HILL LOCALLY KNOWN AS REED HILL,
 LX5011'ABOUT 2-3/4 MILES SOUTHEAST OF ROCKVILLE, 2-1/4 MILES
 LX5011'SOUTHWEST OF TOLLAND, 1/4 MILE SOUTH OF INTERSTATE HIGHWAY
 LX5011'86 AND ON PROPERTY OWNED BY MR. EDWARD MORIARTY AND THOMAS
 LX5011'WOLF, 139 UNION STREET, ROCKVILLE, CONNECTICUT, 06066,
 LX5011'PHONE NUMBER 875-2523, PERMISSION GIVEN BY MR. EDWARD
 LX5011'MORIARTY.
 LX5011'
 LX5011'TO REACH THE STATION FROM THE JUNCTIONS OF INTERSTATE
 LX5011'HIGHWAY 86 AND STATE HIGHWAY 31 WHICH IS EXIT 98 AND
 LX5011'ROCKVILLE-COVENTRY EXIT.  GO SOUTH ON STATE HIGHWAY 31 FOR
 LX5011'0.2 MILE TO A SIDE ROAD RIGHT.  CONTINUE SOUTHERLY FOR 0.1
 LX5011'MILE TO A FORK.  BEAR LEFT AND GO EASTERLY ON LOEHR ROAD
 LX5011'FOR 1.1 MILES TO A T-ROAD.  TURN RIGHT AND GO SOUTHWEST ON
 LX5011'REED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LX5011'GO SOUTHEAST AND EAST ON ASPHALT ROAD FOR 0.2 MILE TO A
 LX5011'TURNAROUND AREA.  CONTINUE STRAIGHT AHEAD ON A TRACK ROAD
 LX5011'FOR 0.25 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT AND
 LX5011'STATION AS DESCRIBED.
 LX5011'
 LX5011'THE STATION IS A STANDARD NGS DISK
 LX5011'STAMPED---REED 1979---,
 LX5011'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX5011'DIAMETER PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5011'41.0 FEET SOUTHEAST FROM THE CENTER OF TRACK ROAD,
 LX5011'21.3 FEET WEST-NORTHWEST FROM A TWIN TRUNKED MAPLE TREE,
 LX5011'24.8 FEET NORTHEAST FROM AN 8-INCH OAK TREE,
 LX5011'19.5 FEET SOUTH FROM A 12-INCH OAK TREE, AND
 LX5011'5.0 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 LX5011'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX5011'STAMPED---REED 1979---,
 LX5011'SET INTO BEDROCK 0.76 METERS BELOW THE SURFACE.
 LX5011'
 LX5011'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5011'STAMPED---REED NO 1 1979---,
 LX5011'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX5011'DIAMETER PROJECTING 18 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5011'12.4 FEET NORTH-NORTHEAST FROM A TWIN TRUNKED OAK TREE,
 LX5011'14.8 FEET NORTH-NORTHWEST FROM A 12-INCH OAK TREE, AND
 LX5011'1.4 FEET EAST FROM A METAL WITNESS POST.
 LX5011'MARK IS BELOW STATION .61 METERS.
 LX5011'
 LX5011'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5011'STAMPED---REED NO 2 1979---,
 LX5011'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX5011'DIAMETER PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5011'30.0 FEET SOUTH-SOUTHEAST FROM CENTER OF TRACK ROAD,
 LX5011'23.0 FEET WEST FROM A 16-INCH OAK TREE,
 LX5011'3.8 FEET SOUTH-SOUTHWEST FROM AN 8-INCH OAK TREE, AND
 LX5011'2.7 FEET NORTH FROM A METAL WITNESS POST.
 LX5011'MARK IS ABOVE STATION .30 METERS.
 LX5011'
 LX5011'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.9 METERS.
 LX5011'
 LX5011'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX5011'
 LX5011'DESCRIBED BY L. D. ACRES, CHECKED BY R. L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6790 ***********************************************************************
 LX6790  DESIGNATION -  REEVES
 LX6790  PID         -  LX6790
 LX6790  STATE/COUNTY-  CT/MIDDLESEX
 LX6790  USGS QUAD   -  GLASTONBURY (1992)
 LX6790
 LX6790                         *CURRENT SURVEY CONTROL
 LX6790  ___________________________________________________________________
 LX6790* NAD 83(1996)-  41 37 47.91001(N)    072 32 33.14087(W)     ADJUSTED  
 LX6790* NAVD 88     -       270.5    (meters)     887.     (feet)  VERTCON   
 LX6790  ___________________________________________________________________
 LX6790  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LX6790  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6790
 LX6790  HORZ ORDER  -  FIRST
 LX6790
 LX6790.The horizontal coordinates were established by classical geodetic methods
 LX6790.and adjusted by the National Geodetic Survey in August 1998..
 LX6790
 LX6790.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6790
 LX6790.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6790
 LX6790.The geoid height was determined by GEOID03.
 LX6790
 LX6790;                    North         East     Units Scale Factor Converg.
 LX6790;SPC CT       -   240,895.236   322,087.834   MT  0.99998455   +0 08 15.2
 LX6790;SPC CT       -   790,337.12  1,056,716.50   sFT  0.99998455   +0 08 15.2
 LX6790;UTM  18      - 4,611,611.370   704,703.347   MT  1.00011569   +1 37 59.2
 LX6790
 LX6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6790!SPC CT       -   0.99996221  x   0.99998455  =   0.99994676
 LX6790!UTM  18      -   0.99996221  x   1.00011569  =   1.00007789
 LX6790
 LX6790:                Primary Azimuth Mark                     Grid Az
 LX6790:SPC CT       -  ASHE                                     040 13 23.4
 LX6790:UTM  18      -  ASHE                                     038 43 39.4
 LX6790
 LX6790|---------------------------------------------------------------------|
 LX6790| PID    Reference Object                     Distance      Geod. Az  |
 LX6790|                                                           dddmmss.s |
 LX6790| LX4928 ASHE                                APPROX. 6.9 KM 0402138.6 |
 LX6790| CZ7819 REEVES RM 1                          24.844 METERS 05058     |
 LX6790| CZ7820 REEVES RM 2                          28.362 METERS 22515     |
 LX6790|---------------------------------------------------------------------|
 LX6790
 LX6790                          SUPERSEDED SURVEY CONTROL
 LX6790
 LX6790  NAD 83(1996)-  41 37 47.90939(N)    072 32 33.14086(W) AD(       ) 1
 LX6790  NAD 83(1992)-  41 37 47.90945(N)    072 32 33.14086(W) AD(       ) 1
 LX6790  NAD 83(1992)-  41 37 47.91112(N)    072 32 33.14257(W) AD(       ) 1
 LX6790  NAD 83(1986)-  41 37 47.91121(N)    072 32 33.14258(W) AD(       ) 1
 LX6790  NAD 27      -  41 37 47.54950(N)    072 32 34.82737(W) AD(       ) 1
 LX6790  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG       
 LX6790
 LX6790.Superseded values are not recommended for survey control.
 LX6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6790.See file dsdata.txt to determine how the superseded data were derived.
 LX6790
 LX6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0470311611(NAD 83)
 LX6790_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6790_SETTING: 66 = SET IN ROCK OUTCROP
 LX6790_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6790+STABILITY: POSITION/ELEVATION WELL
 LX6790
 LX6790  HISTORY     - Date     Condition        Report By
 LX6790  HISTORY     - 1978     MONUMENTED       NGS
 LX6790
 LX6790                          STATION DESCRIPTION
 LX6790
 LX6790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6790'THE STATION IS LOCATED ABOUT 4-1/4 MILES WEST OF MARLBOROUGH,
 LX6790'4 MILES SOUTH OF EAST GLASTONBURY, 4 MILES SOUTHEAST OF SOUTH
 LX6790'GLASTONBURY AND IS ON STATE PROPERTY.
 LX6790'
 LX6790'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH
 LX6790'GLASTONBURY.
 LX6790'GO SOUTH ON STATE HIGHWAY 17 FOR 0.6 MILE TO A SIDE ROAD LEFT.
 LX6790'TURN LEFT AND GO EASTERLY ON FOOTE ROAD FOR 1.35 MILES TO A
 LX6790'T-ROAD. TURN RIGHT AND CONTINUE EASTERLY FOLLOWING MATSON HILL
 LX6790'ROAD FOR 0.55 MILE TO A FORK. TAKE THE LEFT FORK AND CONTINUE
 LX6790'EAST ON MATSON HILL ROAD FOR 0.65 MILE TO A FORK. TURN RIGHT
 LX6790'AND GO SOUTH ON CLARK HILL ROAD FOR 0.8 MILE TO WHERE THE ROAD
 LX6790'PASSES UNDER A LARGE POWER-LINE CROSSING, CONTINUE SOUTHERLY
 LX6790'ON CLARK HILL ROAD
 LX6790'FOR 1.3 MILES TO A SIDE ROAD LEFT. TURN LEFT AND
 LX6790'GO EASTERLY FOLLOWING AN ASPHALT ROAD FOR 0.95 MILE TO A
 LX6790'TRACK ROAD ON THE RIGHT.
 LX6790'TURN RIGHT AND FOLLOW THE WINDING TRACK ROAD UPHILL
 LX6790'FOR 0.6 MILE TO A FORK. TURN RIGHT AND CONTINUE UPHILL
 LX6790'ON THE TRACK ROAD FOR 0.1 MILE TO A LARGE OUTCROP OF
 LX6790'BEDROCK, THE TOP OF THE HILL AND THE STATION.
 LX6790'
 LX6790'THE STATION MARK, STAMPED---REEVES 1978---, IS A STANDARD DISK
 LX6790'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROP OF BEDROCK THAT IS
 LX6790'FLUSH WITH THE GROUND SURFACE. IT IS 21 FEET NORTHWEST OF A
 LX6790'5-INCH PINE TREE.
 LX6790'
 LX6790'REFERENCE MARK 1, STAMPED---REEVES NO 1 1978---, IS A STANDARD
 LX6790'DISK CEMENTED IN A DRILL HOLE IN A 3 FOOT BY 2 FOOT BOULDER
 LX6790'THAT PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.
 LX6790'IT IS 19.5 FEET
 LX6790'WEST-SOUTHWEST OF A 12-INCH PINE AND 5 FEET SOUTHEAST OF THE
 LX6790'CENTER OF THE TRACK ROAD.
 LX6790'
 LX6790'REFERENCE MARK 2, STAMPED---REEVES NO 2 1978---, IS A STANDARD
 LX6790'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK THAT IS
 LX6790'FLUSH WITH THE GROUND SURFACE. IT IS 36 FEET WEST OF A 12-INCH
 LX6790'PINE TREE AND 16 FEET NORTHEAST OF A 12-INCH PINE TREE.
 LX6790'
 LX6790'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN
 LX6790'AZIMUTH MARK.
 LX6790'
 LX6790'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO SLOPE OF HILL.
 LX6790'
 LX6790'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 31.0 METERS.
 LX6790'
 LX6790'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5226 ***********************************************************************
 LX5226  DESIGNATION -  REGAN
 LX5226  PID         -  LX5226
 LX5226  STATE/COUNTY-  CT/NEW LONDON
 LX5226  USGS QUAD   -  NEW LONDON (1984)
 LX5226
 LX5226                         *CURRENT SURVEY CONTROL
 LX5226  ___________________________________________________________________
 LX5226* NAD 83(1996)-  41 22 06.68600(N)    072 05 04.22950(W)     ADJUSTED  
 LX5226* NAVD 88     -         6.0    (meters)      20.     (feet)  VERTCON   
 LX5226  ___________________________________________________________________
 LX5226  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LX5226  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5226
 LX5226  HORZ ORDER  -  SECOND
 LX5226
 LX5226.The horizontal coordinates were established by classical geodetic methods
 LX5226.and adjusted by the National Geodetic Survey in August 1998..
 LX5226
 LX5226.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5226
 LX5226.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5226
 LX5226.The geoid height was determined by GEOID03.
 LX5226
 LX5226;                    North         East     Units Scale Factor Converg.
 LX5226;SPC CT       -   212,051.647   360,477.603   MT  0.99998727   +0 26 28.5
 LX5226;SPC CT       -   695,706.11  1,182,666.94   sFT  0.99998727   +0 26 28.5
 LX5226;UTM  18      - 4,583,770.068   743,840.020   MT  1.00033180   +1 55 40.1
 LX5226
 LX5226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5226!SPC CT       -   1.00000385  x   0.99998727  =   0.99999112
 LX5226!UTM  18      -   1.00000385  x   1.00033180  =   1.00033565
 LX5226
 LX5226|---------------------------------------------------------------------|
 LX5226| PID    Reference Object                     Distance      Geod. Az  |
 LX5226|                                                           dddmmss.s |
 LX5226| CZ7821 REGAN RM 1                           12.616 METERS 17948     |
 LX5226| LX5352 4848                                APPROX. 0.6 KM 1805857.8 |
 LX5226| CZ7822 REGAN RM 2                           15.575 METERS 28506     |
 LX5226|---------------------------------------------------------------------|
 LX5226
 LX5226                          SUPERSEDED SURVEY CONTROL
 LX5226
 LX5226  NAD 83(1992)-  41 22 06.68489(N)    072 05 04.22867(W) AD(       ) 2
 LX5226  NAD 83(1986)-  41 22 06.68575(N)    072 05 04.23311(W) AD(       ) 2
 LX5226  NAD 27      -  41 22 06.33675(N)    072 05 05.96026(W) AD(       ) 2
 LX5226  NGVD 29 (07/19/86)    6.3    (m)           21.     (f) VERT ANG       
 LX5226
 LX5226.Superseded values are not recommended for survey control.
 LX5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5226.See file dsdata.txt to determine how the superseded data were derived.
 LX5226
 LX5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4384083770(NAD 83)
 LX5226_MARKER: DD = SURVEY DISK
 LX5226_SETTING: 66 = SET IN ROCK OUTCROP
 LX5226_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX5226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5226+STABILITY: POSITION/ELEVATION WELL
 LX5226
 LX5226  HISTORY     - Date     Condition        Report By
 LX5226  HISTORY     - 1934     MONUMENTED       USE
 LX5226  HISTORY     - 1954     GOOD             CGS
 LX5226  HISTORY     - 1966     GOOD             CGS
 LX5226  HISTORY     - 1975     GOOD             CTGS
 LX5226  HISTORY     - 1984     POOR             USPSQD
 LX5226  HISTORY     - 19900314 GOOD             USPSQD
 LX5226
 LX5226                          STATION DESCRIPTION
 LX5226
 LX5226'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5226'THE STATION IS LOCATED ON THE E BANK OF THE THAMES RIVER AND
 LX5226'ON THE FIRST POINT N OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX5226'RAILROAD BRIDGE.  IT IS MARKED BY A STANDARD DISK SET IN A
 LX5226'DRILL HOLE IN OUTCROPPING LEDGE HALFWAY BETWEEN SHORE AND
 LX5226'RAILROAD.
 LX5226'
 LX5226'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN DRILL
 LX5226'HOLES IN OUTCROPPING LEDGES SOUTHWESTERLY AND NORTHWESTERLY OF
 LX5226'THE STATION RESPECTIVELY.
 LX5226'
 LX5226'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5226
 LX5226                          STATION RECOVERY (1954)
 LX5226
 LX5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5226'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION IS
 LX5226'ADEQUATE AND COMPLETE.  MARKS ARE NOT STAMPED.
 LX5226
 LX5226                          STATION RECOVERY (1966)
 LX5226
 LX5226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5226'STATION RECOVERED AS DESCRIBED.  1 MILE NORTH OF GROTON.
 LX5226'
 LX5226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5226'1 MILE NORTH OF GROTON.
 LX5226
 LX5226                          STATION RECOVERY (1975)
 LX5226
 LX5226'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1975
 LX5226'TO REACH THE STATION FROM GROTON AT THE CENTER OF THE GOLD STAR
 LX5226'MEMORIAL BRIDGE, 1-95 NORTHBOUND, OVER THAMES RIVER, GO EAST FOR
 LX5226'0.55 MILE ON BRIDGE ST. TO THE INTERSECTION OF BRIDGE ST. AND
 LX5226'FAIRVIEW AVE. FOR 0.3 MILE TO MILITARY HIGHWAY, BEAR LEFT AND
 LX5226'PROCEED NORTHWESTERLY FOR 0.15 MILE TO THE STATION ON THE LEFT
 LX5226'(WEST).
 LX5226'
 LX5226'THE STATION IS 180 FEET WEST OF THE CENTER LONE OF MILITARY
 LX5226'HIGHWAY, 108 FEET SOUTHWEST OF THE CENTER LINE OF THE MOST WESTERN
 LX5226'SET OF RAILROAD TRACKS OF THE PENN CENTRAL RAILROAD, AND 70 FEET
 LX5226'NORTHEAST OF THE EASTERN BANK OF THE THAMES RIVER.
 LX5226'
 LX5226'RM 1--SOUTH OF STATION--A U.S. COAST AND GEODETIC BRASS DISK,
 LX5226'STAMPED REGAN 1934 RM 1, SET IN A 6 FT. BY 4 FT. BOULDER THAT IS
 LX5226'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 120 FEET SOUTHWEST
 LX5226'OF THE CENTER LINE OF THE MOST WESTERN SET OF RAILROAD TRACKS,
 LX5226'AND 32 FT. NORTHEAST OF THE EASTERN BANK OF THE RIVER.
 LX5226'
 LX5226'RM 2--NORTHWEST OF STATION--A U.S. COAST AND GEODETIC SURVEY
 LX5226'BRASS DISK, STAMPED REGAN 1934 RM 2, SET IN A 4 FT. BY 3 FT. BOULDER
 LX5226'THAT PROTRUDES 1-1/2 FEET ABOVE THE SURFACE OF THE GROUND.  IT
 LX5226'IS 155 FT. SOUTHWEST OF THE CENTER LINE OF THE WESTERN MOST
 LX5226'SET OF RAILROAD TRACKS AND 20 FEET NORTHEAST OF THE EASTERN BANK
 LX5226'OF THE RIVER.
 LX5226
 LX5226                          STATION RECOVERY (1984)
 LX5226
 LX5226'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5226'REGAN (U.S.E.) 1934 IN POOR CONDITION.
 LX5226'
 LX5226'(U.S.E.) REGAN RM NO 1 1934 RECOVERED GOOD.
 LX5226'
 LX5226'(U.S.E.) REGAN RM NO 2 1934 RECOVERED GOOD.
 LX5226
 LX5226                          STATION RECOVERY (1990)
 LX5226
 LX5226'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGS)
 LX5226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3754 ***********************************************************************
 LX3754  DESIGNATION -  REMINGTON FIRE TOWER
 LX3754  PID         -  LX3754
 LX3754  STATE/COUNTY-  CT/FAIRFIELD
 LX3754  USGS QUAD   -  BRIDGEPORT (1984)
 LX3754
 LX3754                         *CURRENT SURVEY CONTROL
 LX3754  ___________________________________________________________________
 LX3754* NAD 83(1996)-  41 12 32.83250(N)    073 09 24.90254(W)     ADJUSTED  
 LX3754* NAVD 88     -                                                        
 LX3754  ___________________________________________________________________
 LX3754  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 LX3754  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX3754
 LX3754  HORZ ORDER  -  THIRD
 LX3754
 LX3754.The horizontal coordinates were established by classical geodetic methods
 LX3754.and adjusted by the National Geodetic Survey in August 1998..
 LX3754
 LX3754
 LX3754.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3754
 LX3754.The geoid height was determined by GEOID03.
 LX3754
 LX3754;                    North         East     Units Scale Factor Converg.
 LX3754;SPC CT       -   194,214.436   270,673.134   MT  0.99999909   -0 16 11.3
 LX3754;SPC CT       -   637,185.20    888,033.44   sFT  0.99999909   -0 16 11.3
 LX3754;UTM  18      - 4,563,609.424   654,518.689   MT  0.99989385   +1 12 52.1
 LX3754
 LX3754                          SUPERSEDED SURVEY CONTROL
 LX3754
 LX3754  NAD 83(1992)-  41 12 32.83123(N)    073 09 24.90202(W) AD(       ) 4
 LX3754  NAD 83(1986)-  41 12 32.83528(N)    073 09 24.90613(W) AD(       ) 4
 LX3754  NAD 27      -  41 12 32.48000(N)    073 09 26.50800(W) AD(       ) 3
 LX3754
 LX3754.Superseded values are not recommended for survey control.
 LX3754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3754.See file dsdata.txt to determine how the superseded data were derived.
 LX3754
 LX3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5451963609(NAD 83)
 LX3754
 LX3754  HISTORY     - Date     Condition        Report By
 LX3754  HISTORY     - 1934     MONUMENTED       CGS
 LX3754  HISTORY     - 1951     SEE DESCRIPTION  USGS
 LX3754
 LX3754                          STATION DESCRIPTION
 LX3754
 LX3754'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3754'THE REMINGTON FIRE TOWER IS LOCATED NEAR THE FENCE LINE AT THE
 LX3754'TOP OF THE HILL IN THE POWDER FARM.  THE WIRE FENCE RUNS NE
 LX3754'AND SW.  THE TOWER IS SQUARE AND MADE OF ANGLE IRONS.  THERE IS
 LX3754'A LOOKOUT BALCONY AT THE TOP WITH A SMALL CORRUGATED STEEL
 LX3754'STOREROOM.  THE STATION IS THE CENTER LINE OF THE STOREROOM.
 LX3754'HEIGHT ABOVE GROUND IS ABOUT 50 FEET.
 LX3754
 LX3754                          STATION RECOVERY (1951)
 LX3754
 LX3754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LX3754'THE FIRE TOWER HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7356 ***********************************************************************
 LX7356  DESIGNATION -  REUBEN
 LX7356  PID         -  LX7356
 LX7356  STATE/COUNTY-  CT/LITCHFIELD
 LX7356  USGS QUAD   -  KENT (1971)
 LX7356
 LX7356                         *CURRENT SURVEY CONTROL
 LX7356  ___________________________________________________________________
 LX7356* NAD 83(1996)-  41 44 43.01678(N)    073 24 38.42747(W)     ADJUSTED  
 LX7356* NAVD 88     -       434.8    (meters)    1427.     (feet)  VERTCON   
 LX7356  ___________________________________________________________________
 LX7356  LAPLACE CORR-           9.30  (seconds)                    DEFLEC99
 LX7356  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX7356
 LX7356  HORZ ORDER  -  FIRST
 LX7356
 LX7356.The horizontal coordinates were established by classical geodetic methods
 LX7356.and adjusted by the National Geodetic Survey in August 1998..
 LX7356
 LX7356.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7356
 LX7356.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7356
 LX7356.The geoid height was determined by GEOID03.
 LX7356
 LX7356;                    North         East     Units Scale Factor Converg.
 LX7356;SPC CT       -   253,891.275   249,846.578   MT  0.99998995   -0 26 17.0
 LX7356;SPC CT       -   832,974.96    819,704.98   sFT  0.99998995   -0 26 17.0
 LX7356;UTM  18      - 4,622,716.369   632,149.743   MT  0.99981490   +1 03 30.1
 LX7356
 LX7356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7356!SPC CT       -   0.99993649  x   0.99998995  =   0.99992644
 LX7356!UTM  18      -   0.99993649  x   0.99981490  =   0.99975140
 LX7356
 LX7356|---------------------------------------------------------------------|
 LX7356| PID    Reference Object                     Distance      Geod. Az  |
 LX7356|                                                           dddmmss.s |
 LX7356| CR8738 REUBEN RM 1                          14.585 METERS 15317     |
 LX7356| CR8739 REUBEN RM 2                          22.662 METERS 26814     |
 LX7356|---------------------------------------------------------------------|
 LX7356
 LX7356                          SUPERSEDED SURVEY CONTROL
 LX7356
 LX7356  NAD 83(1996)-  41 44 43.01672(N)    073 24 38.42789(W) AD(       ) 1
 LX7356  NAD 83(1992)-  41 44 43.01689(N)    073 24 38.42811(W) AD(       ) 1
 LX7356  NAD 83(1992)-  41 44 43.01817(N)    073 24 38.42903(W) AD(       ) 1
 LX7356  NAD 83(1986)-  41 44 43.01787(N)    073 24 38.42837(W) AD(       ) 1
 LX7356  NAD 83(1986)-  41 44 43.01798(N)    073 24 38.42795(W) AD(       ) 2
 LX7356  NGVD 29 (07/14/89)  435.1    (m)         1427.     (f) VERT ANG       
 LX7356
 LX7356.Superseded values are not recommended for survey control.
 LX7356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7356.See file dsdata.txt to determine how the superseded data were derived.
 LX7356
 LX7356_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3215022716(NAD 83)
 LX7356_MARKER: DS = TRIANGULATION STATION DISK
 LX7356_SETTING: 66 = SET IN ROCK OUTCROP
 LX7356_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7356_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7356+STABILITY: POSITION/ELEVATION WELL
 LX7356
 LX7356  HISTORY     - Date     Condition        Report By
 LX7356  HISTORY     - 1984     MONUMENTED       NGS
 LX7356
 LX7356                          STATION DESCRIPTION
 LX7356
 LX7356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7356'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI)
 LX7356'EAST-NORTHEAST OF KENT, 5.6 KM (3.5 MI) WEST OF WARREN, 1.3 KM (0.8
 LX7356'MI) NORTHWEST OF A POINT WHERE KENT-WARREN TOWN LINE CROSSES STATE
 LX7356'HIGHWAY 341, ON BROMICAL MOUNTAIN AND IN THE NORTH CENTRAL SECTION
 LX7356'OF THE WYANTENNOCK STATE FOREST.
 LX7356'OWNERSHIP--STATE DEPT OF ENVIRONMENTAL PROTECTION, ROUTE 4 PLYMOUTH
 LX7356'ROAD, HARWINTON CT 06791, PHONE 203-485-0226.
 LX7356'
 LX7356'TO REACH THE STATION FROM STATE HIGHWAYS 45 AND 341 IN WARREN, GO
 LX7356'WESTERLY ON HIGHWAY 341 FOR 4.5 KM (2.8 MI) TO THE KENT TOWN LINE.
 LX7356'CONTINUE AHEAD FOR 0.5 KM (0.3 MI) TO A SLANTED, OFFSET CROSSROAD
 LX7356'(KENICO ROAD). TURN SHARP RIGHT GOING NORTH ON KENICO ROAD FOR 0.8
 LX7356'KM (0.5 MI) THE TREETOPS CAMP CLUB ENTRANCE ON LEFT.  KEEP RIGHT
 LX7356'GOING NORTH ON THE DIRT ROAD FOR 0.2 KM (0.15 MI) TO A FORK AT A
 LX7356'SWAMP POND. KEEP RIGHT, NORTH ON THE TRACK ROAD FOR 0.2 KM (0.15
 LX7356'MI) TO A FORK. KEEP LEFT ON MAIN ROAD FOR 0.5 KM (0.3 MI) TO A ROAD
 LX7356'LEFT JUST PAST HIGH GROUND. TURN LEFT, WESTERLY, THEN SOUTHERLY FOR
 LX7356'0.2 KM (0.15 MI) ON A TRACK ROAD THROUGH DEER BROWSE AREA TO THE
 LX7356'SOUTH END OF CLEARING AND STATION.
 LX7356'
 LX7356'THE STATION IS A STANDARD NGS DISK
 LX7356'STAMPED---REUBEN 1984---,
 LX7356'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7356'23.8 METERS (78 FT) NORTHWEST FROM A WITNESS POST,
 LX7356'14.6 METERS (48 FT) EAST-SOUTHEAST FROM A WITNESS POST,
 LX7356'10.1 METERS (33 FT) WEST FROM A ROCK WALL AND
 LX7356'4.0 METERS (13 FT) NORTH FROM A WITNESS POST.
 LX7356'
 LX7356'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7356'STAMPED---REUBEN NO 1 1984---,
 LX7356'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7356'10.7 METERS (35 FT) SOUTHEAST FROM A WITNESS POST,
 LX7356'6.7 METERS (22 FT) WEST FROM A ROCK WALL,
 LX7356'2.1 METERS (7 FT) EAST FROM THE APPROXIMATE CENTER OF A TRACK ROAD
 LX7356'AND
 LX7356'1.8 METERS (6 FT) SOUTHWEST FROM A WITNESS POST.
 LX7356'MARK IS LEVEL WITH THE STATION.
 LX7356'
 LX7356'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7356'STAMPED---REUBEN NO 2 1984---,
 LX7356'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX7356'4.7 METERS (15.5 FT) NORTHWEST FROM A TWIN TRUNKED OAK TREE AND
 LX7356'1.2 METERS (4.0 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX7356'MARK IS 0.3 METER BELOW THE STATION.
 LX7356'
 LX7356'HEIGHT OF LIGHT SHOWN WAS 22.9 METERS ABOVE THE MARK.
 LX7356'
 LX7356'NO SUITABLE LOCATED FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7356'
 LX7356'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5966 ***********************************************************************
 LX5966  DESIGNATION -  REYNOLDS
 LX5966  PID         -  LX5966
 LX5966  STATE/COUNTY-  CT/MIDDLESEX
 LX5966  USGS QUAD   -  DEEP RIVER (1971)
 LX5966
 LX5966                         *CURRENT SURVEY CONTROL
 LX5966  ___________________________________________________________________
 LX5966* NAD 83(1996)-  41 23 12.54538(N)    072 24 15.45619(W)     ADJUSTED  
 LX5966* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5966  ___________________________________________________________________
 LX5966  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LX5966  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX5966
 LX5966  HORZ ORDER  -  THIRD
 LX5966
 LX5966.The horizontal coordinates were established by classical geodetic methods
 LX5966.and adjusted by the National Geodetic Survey in August 1998..
 LX5966
 LX5966.The orthometric height was scaled from a topographic map.
 LX5966
 LX5966.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5966
 LX5966.The geoid height was determined by GEOID03.
 LX5966
 LX5966;                    North         East     Units Scale Factor Converg.
 LX5966;SPC CT       -   213,926.846   333,715.518   MT  0.99998641   +0 13 45.2
 LX5966;SPC CT       -   701,858.33  1,094,865.00   sFT  0.99998641   +0 13 45.2
 LX5966;UTM  18      - 4,584,950.443   717,031.116   MT  1.00017971   +1 43 00.5
 LX5966
 LX5966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5966!SPC CT       -   1.00000463  x   0.99998641  =   0.99999104
 LX5966!UTM  18      -   1.00000463  x   1.00017971  =   1.00018434
 LX5966
 LX5966:                Primary Azimuth Mark                     Grid Az
 LX5966:SPC CT       -  MERRY                                    008 51 17.6
 LX5966:UTM  18      -  MERRY                                    007 22 02.3
 LX5966
 LX5966|---------------------------------------------------------------------|
 LX5966| PID    Reference Object                     Distance      Geod. Az  |
 LX5966|                                                           dddmmss.s |
 LX5966| LX5959 MERRY                               APPROX. 2.1 KM 0090502.8 |
 LX5966| LX5958 DEN                                 439.179 METERS 0380204.0 |
 LX5966| CZ7826 REYNOLDS RM 2                        18.380 METERS 12922     |
 LX5966| CZ7825 REYNOLDS RM 1                         8.750 METERS 24620     |
 LX5966| LX5953 POTTER AND SNELL CUPOLA             APPROX. 2.1 KM 2930308.1 |
 LX5966| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 2.6 KM 2965455.0 |
 LX5966|---------------------------------------------------------------------|
 LX5966
 LX5966                          SUPERSEDED SURVEY CONTROL
 LX5966
 LX5966  NAD 83(1992)-  41 23 12.54450(N)    072 24 15.45588(W) AD(       ) 3
 LX5966  NAD 83(1986)-  41 23 12.54632(N)    072 24 15.45897(W) AD(       ) 3
 LX5966  NAD 27      -  41 23 12.18900(N)    072 24 17.16700(W) AD(       ) 3
 LX5966
 LX5966.Superseded values are not recommended for survey control.
 LX5966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5966.See file dsdata.txt to determine how the superseded data were derived.
 LX5966
 LX5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1703184950(NAD 83)
 LX5966
 LX5966  HISTORY     - Date     Condition        Report By
 LX5966  HISTORY     - 1934     MONUMENTED       CGS
 LX5966  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5966  HISTORY     - 1976     SEE DESCRIPTION  CTGS
 LX5966
 LX5966                          STATION DESCRIPTION
 LX5966
 LX5966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5966'THIS STATION IS ON THE E LINE OF H.R. REYNOLDS PROPERTY.  IT IS
 LX5966'ABOUT 3.4 MILES FROM ESSEX SQUARE ON THE RIVER ROAD TO DEEP RIVER.
 LX5966'
 LX5966'THE STATION IS ON A LARGE BOULDER AT THE RIVERS EDGE, 3.3 METERS
 LX5966'BELOW ORDINARY HIGH WATER LINE, WHICH IS MARKED HERE BY A SMALL,
 LX5966'LOW, STONE DOCK OR SEA WALL.  THE BOULDER MEASURES 9 FEET PARALLEL
 LX5966'TO THE RIVER AND 8 FEET CROSSWISE.  IT IS 3.5 FEET ABOVE GROUND
 LX5966'AND FAIRLY FLAT ON TOP.
 LX5966'
 LX5966'REFERENCE MARK NO.1 IS IN A LARGE BOULDER AT THE NW CORNER OF THE
 LX5966'SEA WALL.  IT BEARS S 80 DEG W (MAGNETIC).  REFERENCE MARK NO.2
 LX5966'IS IN THE LARGEST BOULDER, BY FAR, IN THE VICINITY.  IT IS ABOUT
 LX5966'7 METERS E OF THE PROPERTY LINE AND 4 METERS NORTHEASTERLY OF THE
 LX5966'TOE OF THE STEEP BANK.  IT BEARS S 40 DEG E (MAGNETIC).
 LX5966'
 LX5966'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5966
 LX5966                          STATION RECOVERY (1961)
 LX5966
 LX5966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5966'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX5966'GOOD CONDITION.  THE STATION IS STAMPED, REYNOLDS 1934 AND THE
 LX5966'REFERENCE MARKS ARE STAMPED, REYNOLDS NO 1 1934 AND REYNOLDS
 LX5966'NO 2 1934.  THE FOLLOWING DISTANCES TO THE R.M.S WERE OBTAINED.
 LX5966'
 LX5966'R.M. 1 TO STATION - HORIZONTAL DISTANCE IS 8.78 METERS.
 LX5966'
 LX5966'R.M. 2 TO STATION - HORIZONTAL DISTANCE IS 18.31 METERS.  SLOPE
 LX5966'DISTANCE IS 18.38 METERS.
 LX5966'
 LX5966'R.M. TO R.M. 2 - HORIZONTAL DISTANCE IS 23.66 METERS.  SLOPE
 LX5966'DISTANCE IS 23.71 METERS.
 LX5966'
 LX5966'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE
 LX5966'FOR RECOVERY.
 LX5966
 LX5966                          STATION RECOVERY (1976)
 LX5966
 LX5966'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1976 (AK)
 LX5966'REYNOLDS 1934 EXCELLENT
 LX5966'
 LX5966'REFERENCE MARK 1 EXCELLENT
 LX5966'
 LX5966'REFERENCE MARK 2 EXCELLENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4994 ***********************************************************************
 LX4994  DESIGNATION -  RHODES
 LX4994  PID         -  LX4994
 LX4994  STATE/COUNTY-  CT/TOLLAND
 LX4994  USGS QUAD   -  COVENTRY (1983)
 LX4994
 LX4994                         *CURRENT SURVEY CONTROL
 LX4994  ___________________________________________________________________
 LX4994* NAD 83(1996)-  41 51 32.87911(N)    072 20 02.87599(W)     ADJUSTED  
 LX4994* NAVD 88     -       234.6    (meters)     770.     (feet)  VERTCON   
 LX4994  ___________________________________________________________________
 LX4994  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LX4994  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX4994
 LX4994  HORZ ORDER  -  FIRST
 LX4994
 LX4994.The horizontal coordinates were established by classical geodetic methods
 LX4994.and adjusted by the National Geodetic Survey in August 1998..
 LX4994
 LX4994.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4994
 LX4994.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4994
 LX4994.The geoid height was determined by GEOID03.
 LX4994
 LX4994;                    North         East     Units Scale Factor Converg.
 LX4994;SPC CT       -   266,409.541   339,331.299   MT  0.99999925   +0 16 32.7
 LX4994;SPC CT       -   874,045.30  1,113,289.44   sFT  0.99999925   +0 16 32.7
 LX4994;UTM  18      - 4,637,572.565   721,275.970   MT  1.00020255   +1 46 46.8
 LX4994
 LX4994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4994!SPC CT       -   0.99996781  x   0.99999925  =   0.99996706
 LX4994!UTM  18      -   0.99996781  x   1.00020255  =   1.00017036
 LX4994
 LX4994:                Primary Azimuth Mark                     Grid Az
 LX4994:SPC CT       -  DROBNEY                                  059 22 50.7
 LX4994:UTM  18      -  DROBNEY                                  057 52 36.6
 LX4994
 LX4994|---------------------------------------------------------------------|
 LX4994| PID    Reference Object                     Distance      Geod. Az  |
 LX4994|                                                           dddmmss.s |
 LX4994| LX4958 DROBNEY                             APPROX. 7.3 KM 0593923.4 |
 LX4994| LX4998 RHODES RM 3                         102.840 METERS 07243     |
 LX4994| LX4997 RHODES RM 3 TPT                     108.139 METERS 07243     |
 LX4994| CZ7828 RHODES RM 1                          27.422 METERS 16223     |
 LX4994| CZ7829 RHODES RM 2                          23.322 METERS 25731     |
 LX4994|---------------------------------------------------------------------|
 LX4994
 LX4994                          SUPERSEDED SURVEY CONTROL
 LX4994
 LX4994  NAD 83(1996)-  41 51 32.87879(N)    072 20 02.87596(W) AD(       ) 1
 LX4994  NAD 83(1992)-  41 51 32.87910(N)    072 20 02.87604(W) AD(       ) 1
 LX4994  NAD 83(1992)-  41 51 32.87957(N)    072 20 02.87679(W) AD(       ) 1
 LX4994  NAD 83(1986)-  41 51 32.88041(N)    072 20 02.87667(W) AD(       ) 1
 LX4994  NAD 27      -  41 51 32.52842(N)    072 20 04.59012(W) AD(       ) 1
 LX4994  NGVD 29 (07/19/86)  234.8    (m)          770.     (f) VERT ANG       
 LX4994
 LX4994.Superseded values are not recommended for survey control.
 LX4994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4994.See file dsdata.txt to determine how the superseded data were derived.
 LX4994
 LX4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2127637573(NAD 83)
 LX4994_MARKER: DS = TRIANGULATION STATION DISK
 LX4994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX4994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4994+STABILITY: SURFACE MOTION
 LX4994
 LX4994  HISTORY     - Date     Condition        Report By
 LX4994  HISTORY     - 1979     MONUMENTED       NGS
 LX4994  HISTORY     - 20050409 MARK NOT FOUND   GEOCAC
 LX4994
 LX4994                          STATION DESCRIPTION
 LX4994
 LX4994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX4994'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF WEST
 LX4994'WILLINGTON, 2.0 MILES WEST-NORTHWEST OF SOUTH WILLINGTON,
 LX4994'1.8 MILES SOUTHEAST OF TOLLAND, AND ON PROPERTY OWNED BY
 LX4994'MR. ARTHUR GOTTIER, 427 TOLLAND STAGE ROAD, TOLLAND,
 LX4994'CONNECTICUT 06084.
 LX4994'
 LX4994'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LX4994'HIGHWAY 86 AND STATE HIGHWAY 195 (EXIT 99), ABOUT 0.6 MILE
 LX4994'SOUTHEAST OF TOLLAND, GO SOUTHEAST ON STATE HIGHWAY 195 FOR
 LX4994'0.35 MILE TO A FORK (RHODES ROAD).  KEEP LEFT AND GO
 LX4994'EASTERLY ON RHODES ROAD FOR 0.4 MILE TO THE END OF
 LX4994'PAVEMENT.
 LX4994'CONTINUE EASTERLY ON THE GRAVEL ROAD (RHODES ROAD) FOR
 LX4994'0.6 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4994'(CONTINUE EASTERLY
 LX4994'ON THE GRAVEL ROAD FOR 0.05 MILE TO A PAVED ROAD
 LX4994'JUNCTION AND RHODES REFERENCE MARK 3 ON THE LEFT AS
 LX4994'DESCRIBED.)
 LX4994'
 LX4994'THE STATION IS A STANDARD NGS DISK
 LX4994'STAMPED---RHODES 1979---,
 LX4994'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX4994'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 LX4994'45.0 FEET SOUTH FROM THE CENTER OF THE GRAVEL ROAD,
 LX4994'15.5 FEET EAST FROM A ROCK FENCE AND
 LX4994'9.0 FEET EAST FROM A METAL WITNESS POST.
 LX4994'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX4994'STAMPED---RHODES 1979---,
 LX4994'SET INTO AN IRREGULAR MASS OF CONCRETE .96 METERS BELOW
 LX4994'THE GROUND SURFACE.
 LX4994'
 LX4994'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX4994'STAMPED---RHODES NO 1 1979---,
 LX4994'SET INTO THE TOP OF A BOULDER 0.90 METERS LARGEST DIMENSION
 LX4994'AND PROJECTING 30 CM ABOVE THE GROUND.
 LX4994'IT IS LOCATED
 LX4994'134.0 FEET SOUTH FROM THE CENTER OF THE GRAVEL ROAD,
 LX4994'34.0 FEET NORTH FROM A DOUBLE TRUNK OAK TREE AND
 LX4994'7.4 FEET EAST FROM A METAL WITNESS POST.
 LX4994'MARK IS LEVEL WITH STATION.
 LX4994'
 LX4994'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX4994'STAMPED---RHODES NO 2 1979---,
 LX4994'SET INTO THE TOP OF A BOULDER 0.90 METERS LARGEST DIMENSION
 LX4994'AND PROJECTING 15 CM ABOVE THE GROUND.
 LX4994'IT IS LOCATED
 LX4994'55.0 FEET SOUTHWEST FROM THE CENTER OF THE GRAVEL ROAD,
 LX4994'13.5 FEET SOUTH FROM A 24-INCH OAK TREE AND
 LX4994'2.0 FEET EAST FROM A METAL WITNESS POST.
 LX4994'MARK IS BELOW STATION 0.60 METERS.
 LX4994'
 LX4994'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX4994'STAMPED---RHODES NO 3 1979---,
 LX4994'CEMENTED IN A DRILL HOLE IN THE CONCRETE HEADWALL OF A
 LX4994'CULVERT.
 LX4994'IT IS LOCATED
 LX4994'61.7 FEET NORTHEAST FROM THE CENTER OF THE PAVED ROAD, AT
 LX4994'THE CURVE,
 LX4994'13.2 FEET NORTH FROM THE CENTER OF THE GRAVEL ROAD, AND
 LX4994'2.2 FEET SOUTH FROM A METAL WITNESS POST.
 LX4994'MARK IS 15 CM HIGHER THAN THE GRAVEL ROAD.
 LX4994'
 LX4994'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES
 LX4994'AND BUSHES ON LINE.
 LX4994'
 LX4994'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX4994'
 LX4994'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX4994'
 LX4994'DESCRIBED BY G.M. RIVERS, CHECKED BY F.L. BUCK.
 LX4994
 LX4994                          STATION RECOVERY (2005)
 LX4994
 LX4994'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX4994'THE GPS COORDS ARE CENTER OF A LAWN. THE ROAD IN THE DESCRIPTION IS
 LX4994'NOW TAR AND IS WIDER THAN IT USED TO BE. THERE IS A HOUSE ON THE LOT
 LX4994'WHERE THE STATION IS SUPPOSED TO BE LOCATED. EXTENSIVE GRADING WAS
 LX4994'DONE ON THE LOT AND FILL AND LOAM BROUGHT IN ACCORDING TO THE OWNER. I
 LX4994'COULD NOT FIND THE STATION OR ANY RM'S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5960 ***********************************************************************
 LX5960  DESIGNATION -  RIAN JAMES GABLE
 LX5960  PID         -  LX5960
 LX5960  STATE/COUNTY-  CT/NEW LONDON
 LX5960  USGS QUAD   -  DEEP RIVER (1971)
 LX5960
 LX5960                         *CURRENT SURVEY CONTROL
 LX5960  ___________________________________________________________________
 LX5960* NAD 83(1996)-  41 24 05.76567(N)    072 23 59.56722(W)     ADJUSTED  
 LX5960* NAVD 88     -                                                        
 LX5960  ___________________________________________________________________
 LX5960  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 LX5960  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX5960
 LX5960  HORZ ORDER  -  THIRD
 LX5960
 LX5960.The horizontal coordinates were established by classical geodetic methods
 LX5960.and adjusted by the National Geodetic Survey in August 1998..
 LX5960
 LX5960
 LX5960.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5960
 LX5960.The geoid height was determined by GEOID03.
 LX5960
 LX5960;                    North         East     Units Scale Factor Converg.
 LX5960;SPC CT       -   215,570.165   334,078.017   MT  0.99998578   +0 13 55.7
 LX5960;SPC CT       -   707,249.78  1,096,054.29   sFT  0.99998578   +0 13 55.7
 LX5960;UTM  18      - 4,586,602.941   717,350.888   MT  1.00018142   +1 43 12.8
 LX5960
 LX5960                          SUPERSEDED SURVEY CONTROL
 LX5960
 LX5960  NAD 83(1992)-  41 24 05.76479(N)    072 23 59.56690(W) AD(       ) 4
 LX5960  NAD 83(1986)-  41 24 05.76655(N)    072 23 59.56991(W) AD(       ) 4
 LX5960  NAD 27      -  41 24 05.41000(N)    072 24 01.28200(W) AD(       ) 3
 LX5960
 LX5960.Superseded values are not recommended for survey control.
 LX5960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5960.See file dsdata.txt to determine how the superseded data were derived.
 LX5960
 LX5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1735186603(NAD 83)
 LX5960
 LX5960  HISTORY     - Date     Condition        Report By
 LX5960  HISTORY     - 1934     MONUMENTED       CGS
 LX5960  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5960
 LX5960                          STATION DESCRIPTION
 LX5960
 LX5960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5960'THE HIGH LANDING ESTATE OF RIAN JAMES IS LOCATED SW OF THE
 LX5960'ROAD BETWEEN HAMBURG AND HADLYME.  IT IS AT THE END OF A PRIVATE
 LX5960'ROAD THAT TURNS OFF THE HIGHWAY 1.5 MILES FROM THE JOSHUATOWN
 LX5960'BRIDGE.  THE HOUSE IS ABOUT 1/2 MILE FROM THE MAIN ROAD.
 LX5960'
 LX5960'THE HOUSE IS 1 1/2-STORIES HIGH WITH GABLE ENDS FACING E AND W.  A
 LX5960'SHORT WING IS ATTACHED TO THE N SIDE NEAR THE W END OF THE
 LX5960'HOUSE.  IT IS PAINTED WHITE WITH SOLID BLUE SHUTTERS.  A SHORT
 LX5960'STONE CHIMNEY PROJECTS THROUGH THE ROOF NEAR EACH GABLE.
 LX5960'
 LX5960'THE WHITE COMPOSITION SHINGLES OF THE ROOF MAKE THE HOUSE A
 LX5960'VERY PROMINENT LANDMARK.
 LX5960'
 LX5960'CENTER IS THE APEX OF THE W GABLE.
 LX5960
 LX5960                          STATION RECOVERY (1948)
 LX5960
 LX5960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5960'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE,
 LX5960'WITH THE FOLLOWING EXCEPTIONS--
 LX5960'
 LX5960'1.  SHUTTERS ARE NOW PAINTED BLACK.
 LX5960'
 LX5960'2.  A SHORT WING IS NOW ATTACHED ON THE N SIDE OF THE HOUSE, NEAR
 LX5960'THE E GABLE.
 LX5960'
 LX5960'3.  THE PROPERTY IS NOW OWNED BY MR. THOMAS HEWES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6766 ***********************************************************************
 LX6766  DESIGNATION -  RICHARDS
 LX6766  PID         -  LX6766
 LX6766  STATE/COUNTY-  CT/HARTFORD
 LX6766  USGS QUAD   -  GLASTONBURY (1992)
 LX6766
 LX6766                         *CURRENT SURVEY CONTROL
 LX6766  ___________________________________________________________________
 LX6766* NAD 83(1996)-  41 39 48.04441(N)    072 36 37.78310(W)     ADJUSTED  
 LX6766* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 LX6766  ___________________________________________________________________
 LX6766  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LX6766  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6766
 LX6766  HORZ ORDER  -  THIRD
 LX6766
 LX6766.The horizontal coordinates were established by classical geodetic methods
 LX6766.and adjusted by the National Geodetic Survey in August 1998..
 LX6766
 LX6766.The orthometric height was scaled from a topographic map.
 LX6766
 LX6766.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6766
 LX6766.The geoid height was determined by GEOID03.
 LX6766
 LX6766;                    North         East     Units Scale Factor Converg.
 LX6766;SPC CT       -   244,590.168   316,419.229   MT  0.99998570   +0 05 33.0
 LX6766;SPC CT       -   802,459.58  1,038,118.75   sFT  0.99998570   +0 05 33.0
 LX6766;UTM  18      - 4,615,157.464   698,939.540   MT  1.00008705   +1 35 20.2
 LX6766
 LX6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6766!SPC CT       -   0.99999746  x   0.99998570  =   0.99998316
 LX6766!UTM  18      -   0.99999746  x   1.00008705  =   1.00008451
 LX6766
 LX6766:                Primary Azimuth Mark                     Grid Az
 LX6766:SPC CT       -  GLASTONBURY GILBERTS TOWER               039 44 44.3
 LX6766:UTM  18      -  GLASTONBURY GILBERTS TOWER               038 14 57.1
 LX6766
 LX6766|---------------------------------------------------------------------|
 LX6766| PID    Reference Object                     Distance      Geod. Az  |
 LX6766|                                                           dddmmss.s |
 LX6766| LX6762 GLASTONBURY GILBERTS TOWER          APPROX. 1.2 KM 0395017.3 |
 LX6766| LX6760 S GLASTONBURY EPIS CH TOWER         APPROX. 0.8 KM 0560753.9 |
 LX6766| CZ7831 RICHARDS RM 2                         8.990 METERS 16352     |
 LX6766| CZ7830 RICHARDS RM 1                        10.450 METERS 27100     |
 LX6766| LX6782 S GLASTONBURY HORTONS BARN CUP      APPROX. 0.5 KM 2874328.8 |
 LX6766| LX7040 WETHERSFIELD RIDGE RD SCH CUP       APPROX. 8.0 KM 3054804.5 |
 LX6766| LX7022 WETHERSFIELD SPRING BROOK GAB       APPROX. 4.2 KM 3063816.5 |
 LX6766| LX7013 WETHERSFIELD SCHOOL CUPOLA          APPROX. 6.9 KM 3191829.0 |
 LX6766|---------------------------------------------------------------------|
 LX6766
 LX6766                          SUPERSEDED SURVEY CONTROL
 LX6766
 LX6766  NAD 83(1996)-  41 39 48.04378(N)    072 36 37.78310(W) AD(       ) 3
 LX6766  NAD 83(1992)-  41 39 48.04391(N)    072 36 37.78313(W) AD(       ) 3
 LX6766  NAD 83(1992)-  41 39 48.04553(N)    072 36 37.78488(W) AD(       ) 3
 LX6766  NAD 83(1986)-  41 39 48.04572(N)    072 36 37.78482(W) AD(       ) 3
 LX6766  NAD 27      -  41 39 47.67900(N)    072 36 39.46600(W) AD(       ) 3
 LX6766
 LX6766.Superseded values are not recommended for survey control.
 LX6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6766.See file dsdata.txt to determine how the superseded data were derived.
 LX6766
 LX6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9894015157(NAD 83)
 LX6766_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6766+STABILITY: SURFACE MOTION
 LX6766
 LX6766  HISTORY     - Date     Condition        Report By
 LX6766  HISTORY     - 1935     MONUMENTED       CGS
 LX6766  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6766
 LX6766                          STATION DESCRIPTION
 LX6766
 LX6766'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6766'THE STATION IS REACHED FROM THE INTERSECTION OF ROUTES 15 AND 160,
 LX6766'THAT IS JUST N OF THE CONCRETE BRIDGE IN SOUTH GLASTONBURY.  GO
 LX6766'WESTERLY ON ROUTE 160, 0.7 MILE TO THE RESIDENCE OF JOHN RICHARDS,
 LX6766'TURN SOUTHERLY ON THE PRIVATE ROAD AND GO 0.3 MILE TO THE HIGHEST
 LX6766'PART OF THE HILL.  THE STATION IS MARKED BY A STANDARD DISK SET
 LX6766'IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH
 LX6766'THE GROUND ON THE NORTHERLY EDGE OF A FRINGE OF TREES THAT RUNS
 LX6766'ALONG THE CREST OF THE HILL.  THE SUB-SURFACE MARK IS A STANDARD
 LX6766'DISK SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF
 LX6766'THE SURFACE MARK.
 LX6766'
 LX6766'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6766'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6766'
 LX6766'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 LX6766'8- BY 8- BY 30-INCH CONCRETE POST IN THE W FACE OF THE HILL AT A
 LX6766'LOWER ELEVATION THAN THE STATION AND IS N 80 DEG W OF THE STATION.
 LX6766'
 LX6766'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF AN
 LX6766'8- BY 8- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND AT THE
 LX6766'BASE OF A 20-INCH OAK, WHICH IS THE ONLY LARGE TREE ON THE
 LX6766'HILLTOP.  IT IS S 5 DEG E OF THE STATION.
 LX6766'
 LX6766'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX6766
 LX6766                          STATION RECOVERY (1948)
 LX6766
 LX6766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6766'STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED.  REFERENCE
 LX6766'MARK 2 WAS FOUND IN THE APPROXIMATE LOCATION DESCRIBED.  HOWEVER,
 LX6766'IT IS SET LOOSELY ON THE SURFACE OF THE GROUND, HAVING BEEN
 LX6766'DISLODGED WHEN THE LARGE TREE NEARBY WAS BLOWN OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6887 ***********************************************************************
 LX6887  DESIGNATION -  RICHTERS BARN CUPOLA
 LX6887  PID         -  LX6887
 LX6887  STATE/COUNTY-  CT/MIDDLESEX
 LX6887  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6887
 LX6887                         *CURRENT SURVEY CONTROL
 LX6887  ___________________________________________________________________
 LX6887* NAD 83(1996)-  41 32 35.91221(N)    072 32 43.25912(W)     ADJUSTED  
 LX6887* NAVD 88     -                                                        
 LX6887  ___________________________________________________________________
 LX6887  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LX6887  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6887
 LX6887  HORZ ORDER  -  THIRD
 LX6887
 LX6887.The horizontal coordinates were established by classical geodetic methods
 LX6887.and adjusted by the National Geodetic Survey in August 1998..
 LX6887
 LX6887
 LX6887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6887
 LX6887.The geoid height was determined by GEOID03.
 LX6887
 LX6887;                    North         East     Units Scale Factor Converg.
 LX6887;SPC CT       -   231,269.273   321,876.428   MT  0.99998315   +0 08 08.5
 LX6887;SPC CT       -   758,755.94  1,056,022.91   sFT  0.99998315   +0 08 08.5
 LX6887;UTM  18      - 4,601,981.896   704,743.014   MT  1.00011590   +1 37 42.4
 LX6887
 LX6887                          SUPERSEDED SURVEY CONTROL
 LX6887
 LX6887  NAD 83(1992)-  41 32 35.91151(N)    072 32 43.25901(W) AD(       ) 4
 LX6887  NAD 83(1986)-  41 32 35.91332(N)    072 32 43.26125(W) AD(       ) 4
 LX6887  NAD 27      -  41 32 35.55400(N)    072 32 44.93800(W) AD(       ) 3
 LX6887
 LX6887.Superseded values are not recommended for survey control.
 LX6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6887.See file dsdata.txt to determine how the superseded data were derived.
 LX6887
 LX6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0474301982(NAD 83)
 LX6887
 LX6887  HISTORY     - Date     Condition        Report By
 LX6887  HISTORY     - 1935     MONUMENTED       CGS
 LX6887  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6887  HISTORY     - 19971125 GOOD             USPSQD
 LX6887
 LX6887                          STATION DESCRIPTION
 LX6887
 LX6887'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6887'THIS BARN IS THE PROPERTY OF MRS. FERDINAND RICHTER.  IT IS ON THE
 LX6887'W SIDE OF ROUTE 151, 1.5 MILES BELOW COBALT FOUR CORNERS.  THE
 LX6887'BARN IS GAMBREL ROOFED WITH GABLES FACING N AND S.  THE BASEMENT IS
 LX6887'EXPOSED ON THE WESTERLY SIDE.  SIDE WALLS AND ROOF ARE COVERED
 LX6887'WITH WOOD SHINGLES, THE SIDES BEING PAINTED WHITE.  THERE IS A
 LX6887'SQUARE WOODEN VENTILATING CUPOLA IN THE MIDDLE OF THE ROOF.
 LX6887'THE CUPOLA HAS A GAMBREL ROOF.
 LX6887'
 LX6887'CENTER IS THE APEX OF THE N GABLE OF THE CUPOLA.
 LX6887'
 LX6887'IT IS ABOUT 35 METERS W OF THE CENTER LINE OF THE HIGHWAY.
 LX6887
 LX6887                          STATION RECOVERY (1948)
 LX6887
 LX6887'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6887'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6887
 LX6887                          STATION RECOVERY (1997)
 LX6887
 LX6887'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6542 ***********************************************************************
 LX6542  DESIGNATION -  RIDGE
 LX6542  PID         -  LX6542
 LX6542  STATE/COUNTY-  CT/NEW HAVEN
 LX6542  USGS QUAD   -  NEW HAVEN (1984)
 LX6542
 LX6542                         *CURRENT SURVEY CONTROL
 LX6542  ___________________________________________________________________
 LX6542* NAD 83(1996)-  41 22 16.51147(N)    072 53 44.26153(W)     ADJUSTED  
 LX6542* NAVD 88     -        59.3    (meters)     195.     (feet)  VERTCON   
 LX6542  ___________________________________________________________________
 LX6542  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 LX6542  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX6542
 LX6542  HORZ ORDER  -  FIRST
 LX6542
 LX6542.The horizontal coordinates were established by classical geodetic methods
 LX6542.and adjusted by the National Geodetic Survey in August 1998..
 LX6542
 LX6542.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6542
 LX6542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6542
 LX6542.The geoid height was determined by GEOID03.
 LX6542
 LX6542;                    North         East     Units Scale Factor Converg.
 LX6542;SPC CT       -   212,150.630   292,617.324   MT  0.99998714   -0 05 47.6
 LX6542;SPC CT       -   696,030.86    960,028.67   sFT  0.99998714   -0 05 47.6
 LX6542;UTM  18      - 4,582,107.601   675,989.185   MT  0.99998118   +1 23 28.4
 LX6542
 LX6542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6542!SPC CT       -   0.99999534  x   0.99998714  =   0.99998248
 LX6542!UTM  18      -   0.99999534  x   0.99998118  =   0.99997652
 LX6542
 LX6542:                Primary Azimuth Mark                     Grid Az
 LX6542:SPC CT       -  PELLOW                                   049 26 36.2
 LX6542:UTM  18      -  PELLOW                                   047 57 20.2
 LX6542
 LX6542|---------------------------------------------------------------------|
 LX6542| PID    Reference Object                     Distance      Geod. Az  |
 LX6542|                                                           dddmmss.s |
 LX6542| LX6394 PELLOW                              APPROX. 7.7 KM 0492048.6 |
 LX6542| CZ7833 RIDGE RM 2                           31.628 METERS 18249     |
 LX6542| CZ7832 RIDGE RM 1                           16.563 METERS 35159     |
 LX6542|---------------------------------------------------------------------|
 LX6542
 LX6542                          SUPERSEDED SURVEY CONTROL
 LX6542
 LX6542  NAD 83(1992)-  41 22 16.51059(N)    072 53 44.26143(W) AD(       ) 1
 LX6542  NAD 83(1986)-  41 22 16.51292(N)    072 53 44.26444(W) AD(       ) 1
 LX6542  NAD 27      -  41 22 16.17422(N)    072 53 45.89608(W) AD(       ) 1
 LX6542  NGVD 29 (07/19/86)   59.6    (m)          196.     (f) VERT ANG       
 LX6542
 LX6542.Superseded values are not recommended for survey control.
 LX6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6542.See file dsdata.txt to determine how the superseded data were derived.
 LX6542
 LX6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7598982108(NAD 83)
 LX6542_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6542+STABILITY: SURFACE MOTION
 LX6542
 LX6542  HISTORY     - Date     Condition        Report By
 LX6542  HISTORY     - 1976     MONUMENTED       NGS
 LX6542  HISTORY     - 1982     GOOD             NGS
 LX6542
 LX6542                          STATION DESCRIPTION
 LX6542
 LX6542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6542'THE STATION IS ABOUT 4-1/2 MILES NORTH OF NEW HAVEN, 2-1/2
 LX6542'MILES SOUTHWEST OF NORTH HAVEN, 1 MILE SOUTHEAST OF HAMDEN
 LX6542'AND ON THE PROPERTY OF THE RIDGE ROAD ELEMENTARY SCHOOL.  DR.
 LX6542'DELIO J. ROTONDO, SUPERINTENDENT OF SCHOOLS, 1151 HARTFORD
 LX6542'TURNPIKE, NORTH HAVEN, CONNECTICUT WAS CONTACTED FOR PERMISSION
 LX6542'FOR THE USE OF THIS STATION.  HIS TELEPHONE NUMBER IS 288-9216.
 LX6542'
 LX6542'TO REACH THE STATION FROM THE JUNCTION OF SKIFF STREET AND
 LX6542'RIDGE ROAD IN NORTH HAVEN, GO NORTHERLY ON
 LX6542'RIDGE ROAD FOR 0.25 MILE TO THE ENTRANCE TO THE RIDGE ROAD
 LX6542'ELEMENTARY SCHOOL ON THE RIGHT.  TURN RIGHT AND FOLLOW THE
 LX6542'DRIVE UPHILL FOR 0.1 MILE TO THE TOP OF THE HILL, A PARKING
 LX6542'LOT AND THE STATION AS DESCRIBED.
 LX6542'
 LX6542'THE STATION MARKS, STAMPED---RIDGE 1976---, ARE STANDARD DISKS.
 LX6542'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX6542'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 LX6542'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX6542'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX6542'THEY ARE 75 FEET NORTH OF A LAMP POLE, 28 FEET SOUTHWEST OF A
 LX6542'SIDEWALK AND 15 FEET WEST OF THE WEST EDGE OF THE PARKING LOT.
 LX6542'A 30-INCH STEEL ROD IS EMBEDDED IN THE TOP OF THE MONUMENT.
 LX6542'
 LX6542'REFERENCE MARK 1, STAMPED---RIDGE NO 1 1976---, IS A STANDARD
 LX6542'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH IS
 LX6542'ABOUT 20 BY 24 INCHES AND PROJECTS ABOUT 4 INCHES ABOVE
 LX6542'THE GROUND SURFACE.  IT IS 35 FEET SOUTH OF THE CENTER OF THE
 LX6542'PAVED DRIVE, 7 FEET EAST OF THE CENTER OF THE SIDEWALK AND 4.8
 LX6542'FEET WEST OF A LAMP POLE.
 LX6542'
 LX6542'REFERENCE MARK 2, STAMPED---RIDGE NO 2 1976---, IS A STANDARD
 LX6542'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX6542'BEDROCK WITH AN EXPOSED SURFACE OF 10 INCHES ACROSS AND ABOUT
 LX6542'1 INCH BELOW THE GROUND SURFACE.  IT IS 43 FEET SOUTH OF THE
 LX6542'SOUTHWEST CORNER OF THE PARKING LOT, 35 FEET SOUTHEAST OF A
 LX6542'LARGE BUSH AND 32 FEET SOUTHWEST OF A LAMP POLE.
 LX6542'
 LX6542'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK FOR THIS
 LX6542'STATION.
 LX6542'
 LX6542'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 LX6542'
 LX6542'DESCRIBED BY NOLAN B. JOHNSON.
 LX6542
 LX6542                          STATION RECOVERY (1982)
 LX6542
 LX6542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6542'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX6542'GOOD CONDITION.  THE DIRECTIONS TO BOTH MARKS COMPARED WITH
 LX6542'THE 1976 DATA, ALSO THE MEASUREMENT TO REFERENCE MARK 2
 LX6542'COMPARED, REFERENCE MARK 1 WAS FOUND TO BE 0.013 METER LONGER.
 LX6542'THIS WAS VERIFIED IN THE FIELD.
 LX6542'A NEW DESCRIPTION FOLLOWS.
 LX6542'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH-
 LX6542'NORTHEAST OF THE APPROXIMATE CENTER OF NEW HAVEN, 5.6 KM
 LX6542'(3.5 MI) NORTH OF THE JUNCTION OF U.S. HIGHWAY 5
 LX6542'AND INTERSTATE HIGHWAY 91, 4 KM (2.5 MI) SOUTHWEST OF NORTH
 LX6542'HAVEN, 1.6 KM (1.0 MI) WEST OF INTERSTATE HIGHWAY 91 AND ON
 LX6542'THE PROPERTY OF RIDGE ROAD ELEMENTARY SCHOOL.
 LX6542'OWNERSHIP--STATE OF CONNECTICUT, MR FRANK SAMUELSON,
 LX6542'SUPERINTENDENT OF SCHOOLS, 5 LINSLEY STREET, NEW HAVEN CT,
 LX6542'PHONE 203-239-2581.
 LX6542'
 LX6542'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY 10
 LX6542'(WHITNEY AVENUE) AND DIXWELL AVENUE IN HAMDEN AT THE COURT
 LX6542'HOUSE, GO EAST ON DIXWELL AVENUE FOR 0.7 KM (0.45 MI) TO
 LX6542'THE ON RAMP OF STATE HIGHWAY 15, ON THE LEFT.  CONTINUE
 LX6542'AHEAD EAST ON DIXWELL AVENUE FOR 0.2 KM (0.1 MI) TO A TRAFFIC
 LX6542'LIGHT AND RIDGE ROAD.  TURN RIGHT AND GO SOUTH ON RIDGE ROAD
 LX6542'FOR 1.3 KM (0.8 MI) TO A PAVED ROAD LEFT IN A SCHOOL ZONE AND
 LX6542'A SIGN (RIDGE RD ELEMENTARY SCHOOL).  TURN LEFT AND GO EAST
 LX6542'FOR 0.2 KM (0.1 MI) TO THE STATION ON RIGHT AT THE WEST END
 LX6542'THE PARKING AREA.
 LX6542'
 LX6542'THE STATION IS A STANDARD NGS DISK
 LX6542'STAMPED---RIDGE 1976---,
 LX6542'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6542'FLUSH WITH GROUND.  IT IS LOCATED
 LX6542'23.47 METERS (77.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE
 LX6542'CENTER OF A PAVED ROAD,
 LX6542'17.98 METERS (59.0 FT) NORTH FROM THE SOUTHWEST CORNER OF THE
 LX6542'PARKING LOT,
 LX6542'16.31 METERS (53.5 FT) EAST FROM A WITNESS POST AND
 LX6542'4.94 METERS (16.2 FT) WEST FROM THE WEST EDGE OF THE PARKING AREA.
 LX6542'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6542'STAMPED---RIDGE 1976---,
 LX6542'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX6542'
 LX6542'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6542'STAMPED---RIDGE NO 1 1976---,
 LX6542'SET INTO ROCK OUTCROP FLUSH WITH SURFACE.  IT IS LOCATED
 LX6542'20.12 METERS (66.0 FT) NORTHEAST FROM A WITNESS POST,
 LX6542'13.11 METERS (43.0 FT) NORTHWEST THE NORTHWEST CORNER OF
 LX6542'THE PARKING LOT,
 LX6542'7.92 METERS (26.0 FT) SOUTH THE APPROXIMATE CENTER OF A
 LX6542'PAVED ROAD AND
 LX6542'1.43 METERS (4.7 FT) WEST-SOUTHWEST FROM A 50 CM
 LX6542'SQUARE CONCRETE PAD.
 LX6542'MARK IS BELOW STATION 0.3 METER.
 LX6542'
 LX6542'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6542'STAMPED---RIDGE NO 2 1976---,
 LX6542'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6542'36.48 METERS (119.7 FT) SOUTH-SOUTHEAST FROM A WITNESS POST,
 LX6542'34.29 METERS (112.5 FT) NORTHEAST FROM A 60 CM IN DIAMETER OAK
 LX6542'TREE AND
 LX6542'13.72 METERS (45.0 FT) SOUTHEAST FROM THE SOUTHWEST CORNER
 LX6542'OF THE PARKING LOT.
 LX6542'MARK IS BELOW STATION 0.15 METER.
 LX6542'
 LX6542'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX6542'
 LX6542'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 25.4 METERS.
 LX6542'
 LX6542'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7033 ***********************************************************************
 LX7033  DESIGNATION -  RIDGE
 LX7033  PID         -  LX7033
 LX7033  STATE/COUNTY-  CT/HARTFORD
 LX7033  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7033
 LX7033                         *CURRENT SURVEY CONTROL
 LX7033  ___________________________________________________________________
 LX7033* NAD 83(1996)-  41 42 26.26913(N)    072 41 21.22903(W)     ADJUSTED  
 LX7033* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 LX7033  ___________________________________________________________________
 LX7033  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 LX7033  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7033
 LX7033  HORZ ORDER  -  THIRD
 LX7033
 LX7033.The horizontal coordinates were established by classical geodetic methods
 LX7033.and adjusted by the National Geodetic Survey in August 1998..
 LX7033
 LX7033.The orthometric height was scaled from a topographic map.
 LX7033
 LX7033.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7033
 LX7033.The geoid height was determined by GEOID03.
 LX7033
 LX7033;                    North         East     Units Scale Factor Converg.
 LX7033;SPC CT       -   249,464.051   309,858.371   MT  0.99998772   +0 02 25.1
 LX7033;SPC CT       -   818,449.97  1,016,593.67   sFT  0.99998772   +0 02 25.1
 LX7033;UTM  18      - 4,619,858.676   692,253.028   MT  1.00005485   +1 32 16.4
 LX7033
 LX7033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7033!SPC CT       -   0.99999492  x   0.99998772  =   0.99998264
 LX7033!UTM  18      -   0.99999492  x   1.00005485  =   1.00004977
 LX7033
 LX7033:                Primary Azimuth Mark                     Grid Az
 LX7033:SPC CT       -  HARTFORD HIGH SCHOOL DOME                003 15 41.0
 LX7033:UTM  18      -  HARTFORD HIGH SCHOOL DOME                001 45 49.7
 LX7033
 LX7033|---------------------------------------------------------------------|
 LX7033| PID    Reference Object                     Distance      Geod. Az  |
 LX7033|                                                           dddmmss.s |
 LX7033| LX6645 HARTFORD HIGH SCHOOL DOME           APPROX. 6.6 KM 0031806.1 |
 LX7033| LX6646 HARTFORD HIGH SCHOOL VANE           APPROX. 6.7 KM 0032008.8 |
 LX7033| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX. 6.3 KM 0051349.0 |
 LX7033| LX7036 HARTFORD INSANE RETREAT VANE        APPROX. 4.7 KM 0071248.4 |
 LX7033| LX6650 HARTFORD NORTH METH CHURCH          APPROX. 8.4 KM 0072255.9 |
 LX7033| LX6649 HARTFORD ST PATRICKS CH SPIRE       APPROX. 6.9 KM 0074323.4 |
 LX7033| LX6652 HARTFORD WINDSOR AVE CONG CH        APPROX. 8.4 KM 0074513.1 |
 LX7033| LX6651 HARTFORD ARSENAL FLAGSTAFF          APPROX. 8.3 KM 0075150.6 |
 LX7033| LX6648 HARTFORD SOUTH SCHOOL CUPOLA        APPROX. 5.8 KM 0084548.4 |
 LX7033| LX6658 HARTFORD FOURTH CONG CH SPIRE       APPROX. 7.1 KM 0102438.5 |
 LX7033| LX6656 HARTFORD PEARL ST CONG CH           APPROX. 6.7 KM 0104512.7 |
 LX7033| LX6653 HARTFORD SOUTH CONG CH SPIRE        APPROX. 5.9 KM 0110723.9 |
 LX7033| LX6657 HARTFORD CENTER CONG CH SPIRE       APPROX. 6.5 KM 0110917.0 |
 LX7033| LX6654 HARTFORD SOUTH BAP CH SPIRE         APPROX. 6.2 KM 0111012.3 |
 LX7033| LX6659 HARTFORD CHENEY BLDG FLAGSTAFF      APPROX. 6.9 KM 0112654.0 |
 LX7033| LX6661 HARTFORD OLD ST HOUSE CUPOLA        APPROX. 6.7 KM 0115316.5 |
 LX7033| LX6663 HARTFORD WATER WORKS STACK          APPROX. 7.4 KM 0134026.4 |
 LX7033| LX6662 HARTFORD CH OF GOOD SHEPHERD        APPROX. 5.8 KM 0165524.0 |
 LX7033| LX7028 HARTFORD WETHERSFIELD CONG CH       APPROX. 4.1 KM 0200732.7 |
 LX7033| LX6625 EAST HARTFORD CONG CH TOWER         APPROX. 7.8 KM 0283239.3 |
 LX7033| LX6627 EAST HARTFORD ROMAN CATH CH         APPROX. 8.9 KM 0285428.6 |
 LX7033| LX6624 HARTFORD WILLIAMS BARN CUPOLA       APPROX. 6.8 KM 0331923.9 |
 LX7033| LX6592 BURNSIDE METHODIST CHURCH           APPROX.10.4 KM 0400357.7 |
 LX7033| LX6586 HARTFORD EAGLE PAPER MILL STK       APPROX.10.3 KM 0420257.4 |
 LX7033| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX. 6.2 KM 0481945.4 |
 LX7033| LX6584 KENNEDY                             APPROX.10.8 KM 0484601.0 |
 LX7033| LX7070 EAST HARTFORD HOCKONUM ME CH        APPROX. 6.0 KM 0580057.5 |
 LX7033| LX7014 WETHERSFIELD MEGGATS SEEDHOUSE      APPROX. 2.9 KM 0720953.2 |
 LX7033| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 3.1 KM 0783123.3 |
 LX7033| LX6781 NAUBUC FACTORY SMOKESTACK           APPROX. 6.0 KM 0802652.9 |
 LX7033| LX6754 BUCKINGHAM CONG CHURCH SPIRE        APPROX.13.9 KM 0875546.5 |
 LX7033| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 6.7 KM 0883202.1 |
 LX7033| LX6774 S GLASTONBURY CONG CH TOWER         APPROX. 8.4 KM 1212415.5 |
 LX7033| LX6761 STOCKING                            APPROX. 9.3 KM 1274601.0 |
 LX7033| LX7035 CEDAR HILL CEMETERY CHAPEL          APPROX. 2.2 KM 3542910.4 |
 LX7033| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX. 5.0 KM 3563421.6 |
 LX7033| LX6642 HARTFORD ASYLUM AVE CONG CH         APPROX. 6.9 KM 3581850.8 |
 LX7033|---------------------------------------------------------------------|
 LX7033
 LX7033                          SUPERSEDED SURVEY CONTROL
 LX7033
 LX7033  NAD 83(1996)-  41 42 26.26860(N)    072 41 21.22923(W) AD(       ) 3
 LX7033  NAD 83(1992)-  41 42 26.26873(N)    072 41 21.22932(W) AD(       ) 3
 LX7033  NAD 83(1992)-  41 42 26.27030(N)    072 41 21.23070(W) AD(       ) 3
 LX7033  NAD 83(1986)-  41 42 26.27053(N)    072 41 21.23068(W) AD(       ) 3
 LX7033  NAD 27      -  41 42 25.90600(N)    072 41 22.89300(W) AD(       ) 3
 LX7033
 LX7033.Superseded values are not recommended for survey control.
 LX7033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7033.See file dsdata.txt to determine how the superseded data were derived.
 LX7033
 LX7033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9225319859(NAD 83)
 LX7033
 LX7033  HISTORY     - Date     Condition        Report By
 LX7033  HISTORY     - 1891     MONUMENTED       CGS
 LX7033  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7033
 LX7033                          STATION DESCRIPTION
 LX7033
 LX7033'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7033'IN THE TOWNSHIP OF WETHERSFIELD, AND ON THE W SIDE OF THE RIDGE
 LX7033'ROAD, ALSO KNOWN AS WELLS STREET.  THE POINT IS WITHIN THE LIMITS
 LX7033'OF THE HIGHWAY (THOUGH WELL TO THE SIDE) BY PERMISSION OF THE
 LX7033'TOWN SELECTMEN.  THE ADJOINING LAND ON BOTH SIDES OF THE ROAD
 LX7033'BELONGS TO MR. H.S. WELLS.  THE STATION IS AT THE HIGHEST PART OF
 LX7033'THE ROAD, WHERE IT PASSES OVER A LONG RIDGE.  A RATHER FLAT
 LX7033'PIECE OF PASTURE LAND COVERED WITH CEDAR TREES LIES JUST W OF
 LX7033'THE STATION.  JUST IN FRONT (E) OF THE STATION IS A LARGE
 LX7033'LEDGE OF ROCK AND THE STATION SITE WAS SELECTED PARTLY WITH THE
 LX7033'VIEW OF HAVING THE UNDERGROUND MARK CUT INTO THIS LEDGE, AS IT
 LX7033'APPEARED TO DIP WESTWARD.  IT PROVED HOWEVER TO DIP SO
 LX7033'SUDDENLY AS TO BE TOO LOW FOR THIS PURPOSE.  THE STATION WAS
 LX7033'MARKED UNDERGROUND BY A TUBE OF GALVANIZED IRON 3 INCHES IN
 LX7033'DIAMETER AND 4 INCHES HIGH SET VERTICALLY IN THE GROUND, ITS
 LX7033'LOWER RIM 2.7 FEET BELOW SURFACE OF GROUND.  AXIS OF THIS
 LX7033'TUBE MARKS CENTER.  ABOVE THIS TUBE SOME EARTH WAS PLACED, AND
 LX7033'THEN A PIECE OF PINE BOARD.  UPON THIS BOARD RESTS A BLOCK OF
 LX7033'DARK GRAY GRANITE, 2.5 FEET LONG, PROJECTING ABOUT 3 INCHES ABOVE
 LX7033'THE GENERAL SURFACE OF THE GROUND.  IT WAS SURROUNDED BY
 LX7033'A MOUND OF EARTH.  THE TOP OF THE STONE WAS DRESSED TO A SQUARE
 LX7033'AND MARKED WITH CROSS LINES, THE LETTERS U.S.C.S. BEING OUT IN THE
 LX7033'FOUR QUADRANTS.  THE TOPS OF THE LETTERS ARE TOWARD THE W.  A
 LX7033'CROWS FOOT OR BROAD ARROW WAS CUT IN THE LEDGE JUST E OF THE
 LX7033'STATION, ITS POINT BEING 20.15 FEET FROM THE CENTER.  FROM THE
 LX7033'STATION THE FOLLOWING DISTANCES WERE MEASURED--TO SMALL
 LX7033'SYCAMORE TO NORTHWARD, 26.3 FEET.  TO SMALL SYCAMORE TO SOUTHWARD,
 LX7033'21.5 FEET.  TO CEDAR TREE (NAIL IN TRIANGLE), 65.7 FEET.  TO FENCE
 LX7033'W, 4.75 FEET.  TO FENCE CORNER, N, 76.6 FEET.  TO FENCE CORNER
 LX7033'S, 242.0 FEET.
 LX7033'
 LX7033'IN 1930 PHILIP O. ROBERTS, TOWN ENGINEER, REPORTED THAT THE
 LX7033'GRANITE STONE MARK WAS FOUND AS DESCRIBED, BUT THAT A GREAT DEAL
 LX7033'OF REAL ESTATE AND HIGHWAY DEVELOPMENT HAD TAKEN PLACE AND ALL
 LX7033'OTHER TIES AND IDENTIFICATION MARKS HAD BEEN TAKEN AWAY AND THAT
 LX7033'THE EARTH HAD BEEN REMOVED FROM AROUND THE STONE FOR ABOUT HALF
 LX7033'ITS LENGTH.  A CONCRETE SIDEWALK WAS TO BE BUILT AT THIS SECTION
 LX7033'AND THE STONE COMING WITHIN THE SIDEWALK AREA WILL HAVE TO BE
 LX7033'LOWERED 15 INCHES TO BRING ITS TOP LEVEL WITH THE WALK GRADE.
 LX7033'HE PROMISED TO SEE THAT THIS WAS PROPERLY DONE.
 LX7033
 LX7033                          STATION RECOVERY (1935)
 LX7033
 LX7033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7033'STATION RECOVERED AS DESCRIBED AND AS LOWERED BY MR. P.O. ROBERTS,
 LX7033'TOWN ENGINEER OF WETHERSFIELD.  THE STATION IS ON THE WESTERLY
 LX7033'SIDE OF RIDGE ROAD, NEAR THE INTERSECTION OF ONLOOK ROAD.
 LX7033'
 LX7033'TO APPROACH--TURN WESTERLY OFF SILAS DEANE HIGHWAY AT WELLS
 LX7033'ONLOOK ROAD.  THIS STATION IS IN THE SIDEWALK ON THE RIDGE ROAD SIDE
 LX7033'ROAD, GO 1.35 MILES.  TURN RIGHT ON RIDGE ROAD, GO 0.5 MILE TO
 LX7033'ONLOOK ROAD.  THIS STATION IS IN THE SIDEWALK ON THE RIDGE ROAD
 LX7033'SIDE OF THE LOT AT THE NW CORNER OF THE INTERSECTION.
 LX7033'
 LX7033'STATION IS 1.01 MILES FROM THE E EDGE OF THE WALK AND 15.49
 LX7033'MILES FROM THE MERE STONE MARKING THE NW CORNER OF THE
 LX7033'INTERSECTION.  IT IS 4.04 METERS S OF THE NEXT PROPERTY LINE
 LX7033'TO THE NORTHWARD.
 LX7033'
 LX7033'MARKED BY A 5-INCH SQUARE GRANITE POST WITH CROSS CUT IN THE
 LX7033'TOP.  TOP APPEARS THUS USCS, WITH BOTTOM OF THE LETTERS TO THE
 LX7033'E.  THE STONE IS SET FLUSH WITH THE CONCRETE WALK.
 LX7033'
 LX7033'IT WAS NOT RE-DETERMINED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3826 ***********************************************************************
 LX3826  DESIGNATION -  RIDGEFIELD WATER CO S SPIPE
 LX3826  PID         -  LX3826
 LX3826  STATE/COUNTY-  CT/FAIRFIELD
 LX3826  USGS QUAD   -  PEACH LAKE (1984)
 LX3826
 LX3826                         *CURRENT SURVEY CONTROL
 LX3826  ___________________________________________________________________
 LX3826* NAD 83(1996)-  41 16 59.40472(N)    073 31 28.50818(W)     ADJUSTED  
 LX3826* NAVD 88     -                                                        
 LX3826  ___________________________________________________________________
 LX3826  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 LX3826  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX3826
 LX3826  HORZ ORDER  -  THIRD
 LX3826
 LX3826.The horizontal coordinates were established by classical geodetic methods
 LX3826.and adjusted by the National Geodetic Survey in August 1998..
 LX3826
 LX3826
 LX3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3826
 LX3826.The geoid height was determined by GEOID03.
 LX3826
 LX3826;                    North         East     Units Scale Factor Converg.
 LX3826;SPC CT       -   202,648.532   239,911.763   MT  0.99999265   -0 30 48.9
 LX3826;SPC CT       -   664,856.06    787,110.51   sFT  0.99999265   -0 30 48.9
 LX3826;SPC NY E     -   272,451.004   231,706.786   MT  0.99998214   +0 38 36.9
 LX3826;SPC NY E     -   893,866.34    760,191.35   sFT  0.99998214   +0 38 36.9
 LX3826;UTM  18      - 4,571,241.877   623,553.830   MT  0.99978787   +0 58 24.9
 LX3826
 LX3826                          SUPERSEDED SURVEY CONTROL
 LX3826
 LX3826  NAD 83(1992)-  41 16 59.40403(N)    073 31 28.50793(W) AD(       ) 4
 LX3826  NAD 83(1986)-  41 16 59.40632(N)    073 31 28.50924(W) AD(       ) 4
 LX3826  NAD 27      -  41 16 59.06454(N)    073 31 30.05898(W) AD(       ) 3
 LX3826
 LX3826.Superseded values are not recommended for survey control.
 LX3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3826.See file dsdata.txt to determine how the superseded data were derived.
 LX3826
 LX3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2355471242(NAD 83)
 LX3826
 LX3826  HISTORY     - Date     Condition        Report By
 LX3826  HISTORY     - 1966     MONUMENTED       CGS
 LX3826  HISTORY     - 1987     GOOD             USPSQD
 LX3826
 LX3826                          STATION DESCRIPTION
 LX3826
 LX3826'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3826'THE STATION IS THE SOUTH STANDPIPE OF 2, LOCATED ABOUT 1-1/4
 LX3826'MILES NORTHWEST OF RIDGEFIELD.  IT IS A STEEL STRUCTURE PAINTED
 LX3826'SILVER AND THE OVERALL HEIGHT IS 80 FEET.  THE POINT INTERSECTED
 LX3826'WAS THE FINIAL OF THE STANDPIPE.
 LX3826'
 LX3826'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 102
 LX3826'(BERRY AVENUE) AND HIGH RIDGE AVENUE, IN THE NORTHWEST EDGE OF
 LX3826'RIDGEFIELD, GO WEST AND NORTH ON STATE HIGHWAY 102 FOR 1.3 MILES TO
 LX3826'A SIDE ROAD LEFT.  TURN SHARP LEFT, GO SOUTH AND WEST ON PEACEABLE
 LX3826'RIDGE ROAD FOR 0.6 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO
 LX3826'SOUTH ON A TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE HILL AND
 LX3826'THE STATION.
 LX3826
 LX3826                          STATION RECOVERY (1987)
 LX3826
 LX3826'RECOVERY NOTE BY US POWER SQUADRON 1987 (RTW)
 LX3826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5472 ***********************************************************************
 LX5472  DESIGNATION -  RIECK CHIMNEY
 LX5472  PID         -  LX5472
 LX5472  STATE/COUNTY-  CT/NEW LONDON
 LX5472  USGS QUAD   -  NIANTIC (1983)
 LX5472
 LX5472                         *CURRENT SURVEY CONTROL
 LX5472  ___________________________________________________________________
 LX5472* NAD 83(1996)-  41 20 57.25048(N)    072 10 37.59157(W)     ADJUSTED  
 LX5472* NAVD 88     -                                                        
 LX5472  ___________________________________________________________________
 LX5472  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 LX5472  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5472
 LX5472  HORZ ORDER  -  THIRD
 LX5472
 LX5472.The horizontal coordinates were established by classical geodetic methods
 LX5472.and adjusted by the National Geodetic Survey in August 1998..
 LX5472
 LX5472
 LX5472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5472
 LX5472.The geoid height was determined by GEOID03.
 LX5472
 LX5472;                    North         East     Units Scale Factor Converg.
 LX5472;SPC CT       -   209,854.104   352,744.692   MT  0.99998829   +0 22 47.5
 LX5472;SPC CT       -   688,496.34  1,157,296.54   sFT  0.99998829   +0 22 47.5
 LX5472;SPC NY L     -   132,912.612   452,550.894   MT  1.00003280   +1 11 32.4
 LX5472;SPC NY L     -   436,064.13  1,484,744.06   sFT  1.00003280   +1 11 32.4
 LX5472;UTM  18      - 4,581,371.928   736,164.243   MT  1.00028645   +1 51 56.9
 LX5472
 LX5472                          SUPERSEDED SURVEY CONTROL
 LX5472
 LX5472  NAD 83(1992)-  41 20 57.24939(N)    072 10 37.59087(W) AD(       ) 4
 LX5472  NAD 83(1986)-  41 20 57.25075(N)    072 10 37.59535(W) AD(       ) 4
 LX5472  NAD 27      -  41 20 56.91000(N)    072 10 39.32000(W) AD(       ) 3
 LX5472
 LX5472.Superseded values are not recommended for survey control.
 LX5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5472.See file dsdata.txt to determine how the superseded data were derived.
 LX5472
 LX5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3616481372(NAD 83)
 LX5472_MARKER: 85 = CHIMNEY
 LX5472
 LX5472  HISTORY     - Date     Condition        Report By
 LX5472  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5472  HISTORY     - 1954     GOOD             CGS
 LX5472  HISTORY     - 1984     GOOD             USPSQD
 LX5472
 LX5472                          STATION DESCRIPTION
 LX5472
 LX5472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5472'THE HOUSE IS ON THE BLUFF OVERLOOKING THE E FORK OF THE NIANTIC
 LX5472'RIVER AND W OF THE ROAD ALONG THE E BANK OF THE RIVER.  THE FRONT
 LX5472'PORCH ROOF IS SUPPORTED ON FOUR SQUARE STONE MASONRY COLUMNS.
 LX5472'THERE IS A STONE CHIMNEY ON THE E SIDE OF THE HOUSE AND ANOTHER AT
 LX5472'THE SW CORNER.  THE ONE AT THE SW CORNER IS PARTLY OUTSIDE THE
 LX5472'HOUSE AND IS THE ONE LOCATED.  THE STATION IS THE CENTER LINE
 LX5472'OF THE CHIMNEY.  HEIGHT ABOUT 15 FEET ABOVE GROUND.
 LX5472
 LX5472                          STATION RECOVERY (1954)
 LX5472
 LX5472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5472'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 LX5472'ADEQUATE.
 LX5472
 LX5472                          STATION RECOVERY (1984)
 LX5472
 LX5472'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5472'RIECK CHIMNEY 1934 STATION RECOVERED IN GOOD CONDITION THE
 LX5472'PUBLISHED DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2050 ***********************************************************************
 MZ2050  DESIGNATION -  RIGA
 MZ2050  PID         -  MZ2050
 MZ2050  STATE/COUNTY-  CT/LITCHFIELD
 MZ2050  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2050
 MZ2050                         *CURRENT SURVEY CONTROL
 MZ2050  ___________________________________________________________________
 MZ2050* NAD 83(1996)-  42 00 43.09737(N)    073 27 56.10405(W)     ADJUSTED  
 MZ2050* NAVD 88     -       611.3    (meters)    2006.     (feet)  VERTCON   
 MZ2050  ___________________________________________________________________
 MZ2050  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 MZ2050  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 MZ2050
 MZ2050  HORZ ORDER  -  FIRST
 MZ2050
 MZ2050.The horizontal coordinates were established by classical geodetic methods
 MZ2050.and adjusted by the National Geodetic Survey in August 1998..
 MZ2050
 MZ2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2050
 MZ2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2050
 MZ2050.The geoid height was determined by GEOID03.
 MZ2050
 MZ2050;                    North         East     Units Scale Factor Converg.
 MZ2050;SPC CT       -   283,548.095   245,524.620   MT  1.00001795   -0 28 28.1
 MZ2050;SPC CT       -   930,274.04    805,525.36   sFT  1.00001795   -0 28 28.1
 MZ2050;SPC NY E     -   353,447.292   235,677.975   MT  0.99999030   +0 41 32.5
 MZ2050;SPC NY E     - 1,159,601.66    773,220.16   sFT  0.99999030   +0 41 32.5
 MZ2050;SPC MA M     -   864,274.848    37,199.661   MT  0.99996995   -1 19 13.2
 MZ2050;SPC MA M     - 2,835,541.73    122,045.89   sFT  0.99996995   -1 19 13.2
 MZ2050;UTM  18      - 4,652,244.205   627,054.435   MT  0.99979864   +1 01 37.6
 MZ2050
 MZ2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2050!SPC CT       -   0.99990888  x   1.00001795  =   0.99992683
 MZ2050!SPC NY E     -   0.99990888  x   0.99999030  =   0.99989918
 MZ2050!SPC MA M     -   0.99990888  x   0.99996995  =   0.99987884
 MZ2050!UTM  18      -   0.99990888  x   0.99979864  =   0.99970754
 MZ2050
 MZ2050|---------------------------------------------------------------------|
 MZ2050| PID    Reference Object                     Distance      Geod. Az  |
 MZ2050|                                                           dddmmss.s |
 MZ2050| DA3944 RIGA RM 1                             4.165 METERS 00631     |
 MZ2050| DA3945 RIGA RM 2                             3.186 METERS 10234     |
 MZ2050| DA3946 RIGA RM 3                             2.192 METERS 23009     |
 MZ2050| MZ2053 BRACE                               APPROX. 4.2 KM 3281014.6 |
 MZ2050|---------------------------------------------------------------------|
 MZ2050
 MZ2050                          SUPERSEDED SURVEY CONTROL
 MZ2050
 MZ2050  NAD 83(1996)-  42 00 43.09743(N)    073 27 56.10415(W) AD(       ) 1
 MZ2050  NAD 83(1992)-  42 00 43.09815(N)    073 27 56.10512(W) AD(       ) 1
 MZ2050  NAD 83(1992)-  42 00 43.09881(N)    073 27 56.10526(W) AD(       ) 1
 MZ2050  NAD 83(1986)-  42 00 43.09808(N)    073 27 56.10114(W) AD(       ) 1
 MZ2050  NAD 83(1986)-  42 00 43.09832(N)    073 27 56.10164(W) AD(       ) 3
 MZ2050  NAD 27      -  42 00 42.76171(N)    073 27 57.66761(W) AD(       ) 3
 MZ2050  NGVD 29 (07/14/89)  611.5    (m)         2006.     (f) VERT ANG       
 MZ2050
 MZ2050.Superseded values are not recommended for survey control.
 MZ2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2050.See file dsdata.txt to determine how the superseded data were derived.
 MZ2050
 MZ2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2705452244(NAD 83)
 MZ2050_MARKER: DS = TRIANGULATION STATION DISK
 MZ2050_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2050_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 MZ2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ2050+STABILITY: POSITION/ELEVATION WELL
 MZ2050
 MZ2050  HISTORY     - Date     Condition        Report By
 MZ2050  HISTORY     - 1942     MONUMENTED       CTGS
 MZ2050  HISTORY     - 1984     GOOD             CTGS
 MZ2050
 MZ2050                          STATION DESCRIPTION
 MZ2050
 MZ2050'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 MZ2050'STATION MARK IS A U.S.C. AND G.S. STATE SURVEY BRONZE DISK
 MZ2050'STAMPED--RIGA, SET IN THE HIGHEST POINT OF THE LEDGE OF THE
 MZ2050'MOUNTAIN KNOWN AS BALD PEAK.  TO REACH FROM THE INTERSECTION OF
 MZ2050'ROUTE 44 AND ROUTE 41, WHICH IS IN THE CENTER OF SALISBURY,
 MZ2050'GO SOUTHWEST ON ROUTE 44 ABOUT 800 FEET AND TURN RIGHT ON
 MZ2050'WASHINEE STREET.  PROCEED NORTHWESTERLY FOR 0.70 MILE AND BEAR
 MZ2050'LEFT ONTO MOUNT RIGA ROAD.  CONTINUE NORTHWESTERLY FOR 0.70
 MZ2050'MILE AND BEAR LEFT ONTO MOUNT RIGA ROAD.  CONTINUE
 MZ2050'NORTHWESTERLY FOR 2.90 MILES TO AN INTERSECTION NEAR THE
 MZ2050'SOUTHEAST END OF SOUTH POND.  (THERE IS AN ABANDONED FORGE
 MZ2050'ABOUT 0.20 MILE SOUTHEAST OF THIS INTERSECTION.) TURN RIGHT
 MZ2050'AND FOLLOW MOUNT WASHINGTON ROAD NORTH FOR 0.45 MILE TO A DIM
 MZ2050'TRAIL RIGHT, WHICH IS 2.75 MILES SOUTH OF THE MASS. STATE LINE.
 MZ2050'PARK TRUCK HERE AND PROCEED SOUTHEAST ON TRAIL FOR ABOUT 1000
 MZ2050'FEET (4-1/2 MINUTES A MANS WALK) TO THE SUMMIT OF BALD PEAK AND
 MZ2050'STATION.
 MZ2050'
 MZ2050'R.M. 1--NORTH-NORTHEAST OF STATION--3/4 INCH DRILL HOLE IN CHISELED
 MZ2050'TRIANGLE IN LEDGE OUTCROP.
 MZ2050'
 MZ2050'R.M. 2--EAST OF STATION--1/2 INCH DRILL HOLE IN CHISELED
 MZ2050'TRIANGLE IN LEDGE OUTCROP.
 MZ2050'
 MZ2050'R.M. 3--SOUTHWEST OF STATION--1/2 INCH DRILL HOLE IN CHISELED
 MZ2050'TRIANGLE IN LEDGE OUTCROP.
 MZ2050'
 MZ2050'RMS SET AUG. 20, 1971 A.K.
 MZ2050
 MZ2050                          STATION RECOVERY (1984)
 MZ2050
 MZ2050'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1984 (VDN)
 MZ2050'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI)
 MZ2050'NORTHWEST OF SALISBURY, 4.2 KM (2.6 MI) SOUTH OF THE
 MZ2050'MASSACHUSETTS STATE BOUNDRY LINE, 1.9 KM (1.2 MI) EAST OF THE NEW
 MZ2050'YORK STATE BOUNDRY LINE, 0.2 KM (0.1 MI) EAST OF MT WASHINGTON ROAD
 MZ2050'AND ON BALD PEAK. THIS STATION WAS ESTABLISHED BY CTGS IN 1942
 MZ2050'BUT WAS NOT IN THE NGS DATA BASE.
 MZ2050'OWNERSHIP--MOUNT RIGA CORPORATION, MR DONALD WARNER, P O BOX 212,
 MZ2050'SHARON CT 06069, PHONE 203-364-0770.
 MZ2050'
 MZ2050'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73 AND 41
 MZ2050'SOUTH, ON THE WEST EDGE OF SOUTH EGREMONT, MA, GO SOUTH ON HIGHWAY
 MZ2050'41 FOR 0.2 KM (0.15 MI) TO A ROAD RIGHT AND SIGN MT WASHINGTON 8 MT
 MZ2050'EVERETT 8. TURN RIGHT, WESTERLY FOR 2.7 KM (1.65 MI) ON MT
 MZ2050'WASHINGTON ROAD TO A CROSSROAD. CONTINUE AHEAD FOR 8.9 KM (5.5 MI)
 MZ2050'TO THE ENTRANCE TO MT EVERETT STATE PARK ON THE LEFT. CONTINUE
 MZ2050'AHEAD SOUTHERLY FOR 2.9 KM (1.8 MI) TO THE END OF PAVEMENT.
 MZ2050'CONTINUE AHEAD, SOUTH, ON DIRT ROAD 3.5 KM (2.2 MI) TO THE STATE
 MZ2050'BOUNDARY LINE AND MONUMENT ON THE LEFT. CONTINUE SOUTH ON DIRT ROAD
 MZ2050'FOR 4.3 KM (2.2 MI) TO A SMALL PARKING AREA ON THE LEFT AND SIGNS
 MZ2050'FOR AUDOBON TRAIL, BALD PEAK AND MT RIGA. TURN LEFT INTO PARKING
 MZ2050'AREA AND END OF TRUCK TRAVEL. FOLLOW TRAIL EASTERLY FOR 0.2 KM (0.1
 MZ2050'MI) TO HIGH GROUND AND STATION SITE.
 MZ2050'
 MZ2050'THE STATION IS A STANDARD CGS+ST DISK
 MZ2050'STAMPED---NO MT RIGA---,
 MZ2050'SET INTO A DRILL HOLE IN A ROCK LEDGE. LOCATED
 MZ2050'23.8 METERS (78 FT) EAST-SOUTHEAST FROM THE WESTERLY 15 FOOT DROP
 MZ2050'OFF LEDGE AND
 MZ2050'4.1 METERS (13.5 FT) SOUTH FROM THE HIGH POINT OF MT RIGA.
 MZ2050'
 MZ2050'REFERENCE MARK NO. 1 IS A 30 MM IN DIAMETER DRILL HOLE, 40 MM DEEP
 MZ2050'WITH A 20 CM CHISELED TRIANGLE SURROUNDING IT
 MZ2050'THAT IS ---UNSTAMPED---.
 MZ2050'LOCATED
 MZ2050'23.8 METERS (78 FT) EAST FROM THE WESTERLY 15 FOOT DROP OFF LEDGE
 MZ2050'AND IS ON THE HIGHEST POINT OF MT RIGA.
 MZ2050'MARK IS 0.2 METER ABOVE THE STATION.
 MZ2050'
 MZ2050'REFERENCE MARK NO. 2 IS A 15 MM IN DIAMETER DRILL HOLE, 15 MM DEEP,
 MZ2050'SURROUNDED BY A 12 CM CHISELED TRIANGLE SURROUNDING IT
 MZ2050'THAT IS ---UNSTAMPED---.
 MZ2050'LOCATED
 MZ2050'26.8 METERS (88 FT) EAST-SOUTHEAST FROM THE WESTERLY 15 FOOT DROP
 MZ2050'OFF LEDGE AND
 MZ2050'5.5 METERS (18 FT) SOUTH-SOUTHEAST FROM THE HIGH POINT OF MT RIGA.
 MZ2050'MARK IS LEVEL WITH THE STATION.
 MZ2050'
 MZ2050'REFERENCE MARK NO. 3 IS A 15 MM IN DIAMETER DRILL HOLE, 11 MM DEEP,
 MZ2050'WITH A 16 CM CHISELED TRIANGLE SURROUNDING IT
 MZ2050'THAT IS ---UNSTAMPED---.
 MZ2050'LOCATED
 MZ2050'22.3 METERS (73 FT) EAST-SOUTHEAST FROM THE WESTERLY 15 FOOT DROP
 MZ2050'OFF LEDGE AND
 MZ2050'5.9 METERS (19.5 FT) SOUTH-SOUTHWEST FROM THE HIGHEST POINT OF MT
 MZ2050'RIGA.
 MZ2050'MARK IS 0.6 METER BELOW THE STATION.
 MZ2050'
 MZ2050'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 MZ2050'
 MZ2050'A PRECISE TAPED TRAVERSE WAS MADE TO STATION BALL PEAK 1863.
 MZ2050'
 MZ2050'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 MZ2050'
 MZ2050'DESCRIBED BY R. T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3524 ***********************************************************************
 LX3524  DESIGNATION -  RIGGS
 LX3524  PID         -  LX3524
 LX3524  STATE/COUNTY-  CT/LITCHFIELD
 LX3524  USGS QUAD   -  NORFOLK (1969)
 LX3524
 LX3524                         *CURRENT SURVEY CONTROL
 LX3524  ___________________________________________________________________
 LX3524* NAD 83(1996)-  41 55 22.38239(N)    073 10 14.23870(W)     ADJUSTED  
 LX3524* NAVD 88     -       480.2    (meters)    1575.     (feet)  VERTCON   
 LX3524  ___________________________________________________________________
 LX3524  LAPLACE CORR-           6.23  (seconds)                    DEFLEC99
 LX3524  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX3524
 LX3524  HORZ ORDER  -  FIRST
 LX3524
 LX3524.The horizontal coordinates were established by classical geodetic methods
 LX3524.and adjusted by the National Geodetic Survey in August 1998..
 LX3524
 LX3524.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3524
 LX3524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3524
 LX3524.The geoid height was determined by GEOID03.
 LX3524
 LX3524;                    North         East     Units Scale Factor Converg.
 LX3524;SPC CT       -   273,492.274   269,909.646   MT  1.00000618   -0 16 44.0
 LX3524;SPC CT       -   897,282.57    885,528.56   sFT  1.00000618   -0 16 44.0
 LX3524;UTM  18      - 4,642,832.440   651,690.345   MT  0.99988314   +1 13 21.0
 LX3524
 LX3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3524!SPC CT       -   0.99992926  x   1.00000618  =   0.99993544
 LX3524!UTM  18      -   0.99992926  x   0.99988314  =   0.99981241
 LX3524
 LX3524:                Primary Azimuth Mark                     Grid Az
 LX3524:SPC CT       -  PANORAMA HILL                            052 36 12.5
 LX3524:UTM  18      -  PANORAMA HILL                            051 06 07.5
 LX3524
 LX3524|---------------------------------------------------------------------|
 LX3524| PID    Reference Object                     Distance      Geod. Az  |
 LX3524|                                                           dddmmss.s |
 LX3524| LX3479 PANORAMA HILL                       APPROX. 8.1 KM 0521928.5 |
 LX3524| CB4294 RIGGS RM 1                           31.696 METERS 12109     |
 LX3524| CB4295 RIGGS RM 2                           38.012 METERS 17408     |
 LX3524| CB4296 RIGGS RM 3                           25.124 METERS 23456     |
 LX3524|---------------------------------------------------------------------|
 LX3524
 LX3524                          SUPERSEDED SURVEY CONTROL
 LX3524
 LX3524  NAD 83(1996)-  41 55 22.38232(N)    073 10 14.23888(W) AD(       ) 1
 LX3524  NAD 83(1992)-  41 55 22.38313(N)    073 10 14.23950(W) AD(       ) 1
 LX3524  NAD 83(1992)-  41 55 22.38372(N)    073 10 14.24001(W) AD(       ) 1
 LX3524  NAD 83(1986)-  41 55 22.38330(N)    073 10 14.24066(W) AD(       ) 1
 LX3524  NAD 27      -  41 55 22.03900(N)    073 10 15.83500(W) AD(       ) 1
 LX3524  NGVD 29 (07/19/86)  480.4    (m)         1576.     (f) VERT ANG       
 LX3524
 LX3524.Superseded values are not recommended for survey control.
 LX3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3524.See file dsdata.txt to determine how the superseded data were derived.
 LX3524
 LX3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5169042832(NAD 83)
 LX3524_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3524_SETTING: 66 = SET IN ROCK OUTCROP
 LX3524_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LX3524_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3524+STABILITY: POSITION/ELEVATION WELL
 LX3524
 LX3524  HISTORY     - Date     Condition        Report By
 LX3524  HISTORY     - 1938     MONUMENTED       CTGS
 LX3524  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX3524  HISTORY     - 1980     GOOD             NGS
 LX3524  HISTORY     - 1984     GOOD             NGS
 LX3524
 LX3524                          STATION DESCRIPTION
 LX3524
 LX3524'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3524'ON THE SUMMIT OF A PROMINENT, WOODED HILL KNOWN AS RIGGS HILL,
 LX3524'5-1/2 MILES WEST OF WINSTED, 5 MILES SOUTH-SOUTHEAST OF NORFOLK,
 LX3524'ON THE HIGH PART OF THE HILL, ON THE PROPERTY OF J.P. ELTON,
 LX3524'OF WATERBURY, CONN., IN A SMALL CLEARING NEAR THE EAST EDGE OF
 LX3524'THE SUMMIT, 8 PACES NORTHEAST OF AN 8-INCH TREE WITH A
 LX3524'TRIANGULAR BLAZE.  STATION IS 14 INCHES BELOW GROUND LEVEL, AND
 LX3524'IS STAMPED RIGGS-1938.
 LX3524'
 LX3524'TO REACH FROM NORTH SCHOOL AT MAIN STREET AND LAWRENCE SQUARE
 LX3524'AT TORRINGTON, GO NORTH ON STATE HIGHWAY 8 FOR 0.5 MILE AND
 LX3524'BEAR LEFT ON NEWFIELD ST. AT Y.  CONTINUE 4.2 MILES AND KEEP
 LX3524'STRAIGHT AHEAD AT T-ROAD WEST, THENCE 1.4 MILES AND TAKE LEFT
 LX3524'TAR FORK AT THE WINCHESTER GRANGE BUILDING, THENCE 2.45 MILES
 LX3524'TO A WHITE HOUSE ON LEFT AND RED BARN ON RIGHT.  TO REACH
 LX3524'STATION FROM THIS POINT AN OLD WAGON ROAD STARTING AT A DRAW-BAR
 LX3524'GATE ON THE LEFT (WEST) SIDE OF ROAD, JUST SOUTH OF THE
 LX3524'WHITE HOUSE, AND EXTENDING NORTHWEST ACROSS MEADOW FOR 1.0
 LX3524'MILE TO NORTHWEST FENCE CORNER AND ANOTHER BAR-GATE MUST BE
 LX3524'TAKEN.  FROM THIS POINT FOLLOW WAGON TRACKS FOR 0.2 MILE TO
 LX3524'STATION (NORTH).
 LX3524'
 LX3524'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 LX3524'IN LEDGE AND IN OUTCROPPING ROCK, NOTES 3, 12A AND 12D.
 LX3524'
 LX3524'REFERENCE MARK NO.1 IS 104.03 FEET SOUTHEAST OF STATION,
 LX3524'AND IS STAMPED RIGGS-1938 NO.1.  REFERENCE MARK NO.2 IS 124.79
 LX3524'FEET SOUTH OF STATION, AND STAMPED RIGGS-1938-NO.2.  REFERENCE
 LX3524'MARK NO.3 IS 82.39 FEET SOUTHWEST OF STATION, AND STAMPED
 LX3524'RIGGS-1938-NO.3.
 LX3524'
 LX3524'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3524
 LX3524                          STATION RECOVERY (1971)
 LX3524
 LX3524'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX3524'STATION RIGGS 1938, RMS 1 AND 3 WERE RECOVERED IN GOOD
 LX3524'CONDITION.  THE STATION IS ABOUT 1-1/2 FT BELOW THE SURFACE
 LX3524'AT THE E. SIDE OF A WOOD ROAD.  23 FT E. OF A BLAZED 15 IN HICKORY
 LX3524'TREE.  35 FT S.W. OF A BLAZED 15 IN MAPLE AND 30 FT N.W. OF A
 LX3524'BLAZED 18 IN MAPLE.  STATION IS DUE S OF A RADIO TOWER.
 LX3524'
 LX3524'TO REACH FROM THE HOUSE MENTIONED IN THE ORIGINAL DESCRIPTION,
 LX3524'CONTINUE NW ON WINCHESTER RD. ANOTHER 0.1 MILE TO HELTCO
 LX3524'POLE 626.  FOLLOW POLE LINE UP HILL ALONG WALL TO A BARWAY
 LX3524'WHICH IS ABOUT 125 FT SE OF A RADIO TOWER.  TURN LEFT THRU THE
 LX3524'BARWAY AND FOLLOW WOOD ROAD SOUTHERLY FOR 111 PACES TO STATION
 LX3524'SITE E OF WOOD ROAD.
 LX3524
 LX3524                          STATION RECOVERY (1980)
 LX3524
 LX3524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3524'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 LX3524'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1 COMPARED
 LX3524'FAVORABLY WITH THE 1938 DATA, HOWEVER DIFFERENCES OF 0.07
 LX3524'FOOT LONGER TO REFERENCE MARK 2 AND 0.03 FOOT LONGER TO REFERENCE
 LX3524'MARK 3 WAS NOTED AND VERIFIED.  DIRECTIONS BETWEEN THE REFERENCE
 LX3524'MARKS COMPARED FAVORABLY WITH THE 1938 DATA.  A COMPLETE NEW
 LX3524'DESCRIPTION FOLLOWS.
 LX3524'
 LX3524'THE STATION IS LOCATED ABOUT 9 KM (5-1/2 MI) WEST FROM WINSTEAD,
 LX3524'8 KM (5 MI) SOUTH-SOUTHEAST FROM NORFOLK, 4.2 KM (2-1/2 MI)
 LX3524'NORTHWEST FROM WINCHESTER, 1.4 KM (3/4 MI) WEST-SOUTHWEST
 LX3524'FROM THE NORTH END OF WINCHESTER LAKE AND ON RIGGS HILL.
 LX3524'MR. CHARLES CHEEK OWNS THE PROPERTY CROSSED TO REACH THE STATION
 LX3524'AND LIVES AT THE HOUSE MENTIONED IN THE TO REACH.
 LX3524'OWNERSHIP--THE ALBERT BORDEN REALTY COMPANY, MAIN
 LX3524'STREET, LAKEVILLE, CT 06039, PHONE 203-435-2400.
 LX3524'
 LX3524'TO REACH THE STATION FROM THE EAST JUNCTION OF
 LX3524'U.S. HIGHWAY 44 AND STATE HIGHWAY 272
 LX3524'IN NORFOLK, GO SOUTH ON STATE HIGHWAY 272 FOR
 LX3524'2.9 KM (1.8 MI) TO A SIDE ROAD LEFT (WINCHESTER ROAD).  TURN
 LX3524'LEFT, SOUTHEAST, ON WINCHESTER ROAD FOR 3.2 KM (2.0 MI) TO A
 LX3524'PAVED ROAD RIGHT.  CONTINUE AHEAD ON WINCHESTER ROAD FOR 1.8 KM
 LX3524'(1.1 MI) TO A PAVED ROAD RIGHT.  CONTINUE AHEAD FOR 1.05 KM
 LX3524'(0.65 MI) TO A STEEP TRAIL ON THE RIGHT (PACK TRAIL TO THE
 LX3524'STATION).  CONTINUE AHEAD FOR 0.2 KM (0.15 MI) TO A BROWN TWO
 LX3524'STORY HOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 0.1 KM (0.05 MI)
 LX3524'TO A BREAK IN THE STONE FENCE ON THE RIGHT.  TURN RIGHT INTO A
 LX3524'HAYFIELD, THEN LEFT FOLLOWING THE EDGE OF THE FIELD ALONG THE
 LX3524'TREE LINE, SOUTH, THEN WEST FOR 0.4 KM (0.25 MI) TO A WOODS ROAD
 LX3524'LEFT.  TURN LEFT AND FOLLOW WOODS ROAD FOR 0.4 KM (0.25 MI)
 LX3524'TO THE STATION AT WIDE SPOT IN THE ROAD.
 LX3524'
 LX3524'THE STATION IS A STANDARD CGS  DISK
 LX3524'STAMPED---RIGGS 1938---,
 LX3524'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3524'RECESSED 40 CM BELOW THE GROUND.  IT IS LOCATED
 LX3524'10.84 METERS (35.6 FT) SOUTH FROM A TWIN TRUNKED TREE AND
 LX3524'1.22 METERS (4.0 FT) EAST FROM A METAL WITNESS POST.
 LX3524'
 LX3524'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX3524'STAMPED---RIGGS N0 1 1938---,
 LX3524'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3524'32.92 METERS (108.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST
 LX3524'AND
 LX3524'10.6 METERS (34.8 FT) WEST-NORTHWEST FROM A TRIPLE TRUNKED TREE.
 LX3524'MARK IS BELOW STATION 0.5 METER.
 LX3524'
 LX3524'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX3524'STAMPED---RIGGS NO 2 1938---,
 LX3524'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3524'38.95 METERS (127.8 FT) SOUTHEAST FROM A METAL WITNESS
 LX3524'POST AND
 LX3524'10.4 METERS (34.1 FT) SOUTHWEST FROM A TRIPLE TRUNKED TREE.
 LX3524'MARK IS BELOW STATION 0.5 METER.
 LX3524'
 LX3524'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX3524'STAMPED---RIGGS NO 3 1938---,
 LX3524'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3524'24.47 METERS (80.3 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 LX3524'5.05 METERS (16.6 FT) WEST-NORTHWEST FROM THE CENTER OF A WOODS
 LX3524'ROAD.
 LX3524'MARK IS ABOVE STATION 0.3 METER.
 LX3524'
 LX3524'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 31.0 METERS.
 LX3524'NO SUITABLE PLACE FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX3524'
 LX3524'DESCRIBED BY C.E. GEOGHEGAN.
 LX3524
 LX3524                          STATION RECOVERY (1984)
 LX3524
 LX3524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3524'THE STATION WAS RECOVERED AT THIS DATE.
 LX3524'THE STATION MARK, REFERENCE MARKS 1,2 AND 3 WERE RECOVERED IN GOOD
 LX3524'CONDITION. NO RECORD OF ADDITIONAL MARKS FOR THIS STATION WAS FOUND
 LX3524'AND NO NEW MARKS WERE ESTABLISHED AT THIS TIME. THE DIRECTIONS TO
 LX3524'REFERENCE MARKS 1,2 AND 3 AND THE DISTANCES TO REFERENCE MARKS 1
 LX3524'AND 3 COMPARED FAVORABLY TO THE 1980 DATA HOWEVER, DIFFERENCES OF
 LX3524'0.15 FOOT SHORTER TO REFERENCE MARK 2 AND 0.13 FOOT LONGER BETWEEN
 LX3524'REFERENCE MARKS 1 AND 2 WERE FOUND AND VERIFIED. A COMPLETE NEW
 LX3524'DESCRIPTION FOLLOWS.
 LX3524'
 LX3524'THE STATION IS LOCATED ABOUT 9.2 KM (5.7 MI) WEST FROM
 LX3524'WINSTEAD, 7.7 KM (4.8 MI) SOUTH-SOUTHEAST FROM NORFOLK, 4.0
 LX3524'KM (2.5 MI) NORTHWEST FROM WINCHESTER, 1.3 KM (0.8 MI)
 LX3524'WEST-SOUTHWEST FROM THE NORTH TIP OF WINCHESTER LAKE AND ON RIGGS
 LX3524'HILL.
 LX3524'OWNERSHIP--MR HENRY L MELTZER, BOX 124, WINCHESTER ROAD, NORFOLK CT
 LX3524'06058, PHONE 203-542-6029.
 LX3524'
 LX3524'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U.S. HIGHWAY 44 AND
 LX3524'STATE HIGHWAY 272 IN NORFOLK, GO SOUTH ON HIGHWAY 272 FOR 2.6 KM
 LX3524'(1.6 MI) TO A ROAD LEFT (WINCHESTER ROAD). TURN LEFT ON WINCHESTER
 LX3524'ROAD FOR 3.0 KM (1.9 MI) TO A ROAD RIGHT. CONTINUE AHEAD FOR 1.8 KM
 LX3524'(1.1 MI) TO A ROAD RIGHT. CONTINUE AHEAD ON WINCHESTER ROAD FOR 1.3
 LX3524'KM (0.8 MI) TO A HOUSE ON THE RIGHT (RIGGS HILL FARM). CONTINUE
 LX3524'AHEAD FOR ABOUT 80 METERS TO A FIELD ENTRANCE ON THE RIGHT AT
 LX3524'UTILITY POLE 632. TURN RIGHT ACROSS FIELD THEN FOLLOW MAIN WOODS ROAD
 LX3524'FOR 0.4 KM (0.25 MI) TO TOP OF HILL AT 3 WAY JUNCTION OF WOODS
 LX3524'ROADS AND THE STATION.
 LX3524'
 LX3524'THE STATION IS A STANDARD CGS DISK
 LX3524'STAMPED---RIGGS 1938---,
 LX3524'SET INTO A DRILL HOLE IN BEDROCK RECESSED 38 CM BELOW THE GROUND.
 LX3524'LOCATED
 LX3524'18.3 METERS (60.0 FT) NORTH FROM A 35 CM IN DIAMETER CHERRY TREE,
 LX3524'7.3 METERS (23.8 FT) SOUTHEAST FROM A 40 CM IN DIAMETER HICKORY
 LX3524'TREE,
 LX3524'1.4 METERS (4.5 FT) SOUTHEAST FROM A METAL WITNESS POST AND IN
 LX3524'JUNCTION OF THREE WOODS ROADS.
 LX3524'
 LX3524'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK
 LX3524'STAMPED---RIGGS NO 1 1938---,
 LX3524'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3524'32.6 METERS (106.8 FT) EAST-SOUTHEAST FROM A WITNESS POST,
 LX3524'13.7 METERS (45.0 FT) EAST FROM A 35 CM IN DIAMETER CHERRY TREE AND
 LX3524'5.6 METERS (18.5 FT) SOUTH-SOUTHWEST FROM THE CENTER OF WOODS ROAD.
 LX3524'MARK IS 1.5 METERS BELOW THE STATION.
 LX3524'
 LX3524'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 LX3524'STAMPED---RIGGS NO 2 1938---,
 LX3524'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3524'37.8 METERS (124.0 FT) SOUTH FROM A WITNESS POST,
 LX3524'13.7 METERS (45.0 FT) SOUTHEAST FROM THE CENTER OF WOODS ROAD AND
 LX3524'13.7 METERS (45.0 FT) SOUTHWEST FROM A 45 CM IN DIAMETER MAPLE TREE.
 LX3524'MARK IS 2.3 METERS BELOW THE STATION.
 LX3524'
 LX3524'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK
 LX3524'STAMPED---RIGGS NO 3 1938---,
 LX3524'SET INTO A DRILL HOLE IN ROCK OUTCROP. LOCATED
 LX3524'23.7 METERS (77.8 FT) SOUTHWEST FROM A WITNESS POST,
 LX3524'5.0 METERS (16.5 FT) NORTHEAST FROM THE CENTER OF WOODS ROAD AND
 LX3524'1.2 METERS (4.0 FT) EAST FROM A MULTI-TRUNKED MAPLE TREE.
 LX3524'MARK IS LEVEL WITH THE STATION.
 LX3524'
 LX3524'HEIGHT OF LIGHT SHOWN WAS 30.9 METERS ABOVE THE MARK.
 LX3524'
 LX3524'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 3 DUE TO HEAVY BRUSH
 LX3524'AND TREES.
 LX3524'
 LX3524'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3524'
 LX3524'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5805 ***********************************************************************
 LX5805  DESIGNATION -  RIGGS CHIMNEY
 LX5805  PID         -  LX5805
 LX5805  STATE/COUNTY-  CT/NEW LONDON
 LX5805  USGS QUAD   -  OLD LYME (1976)
 LX5805
 LX5805                         *CURRENT SURVEY CONTROL
 LX5805  ___________________________________________________________________
 LX5805* NAD 83(1996)-  41 19 08.73981(N)    072 20 29.06715(W)     ADJUSTED  
 LX5805* NAVD 88     -                                                        
 LX5805  ___________________________________________________________________
 LX5805  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LX5805  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5805
 LX5805  HORZ ORDER  -  THIRD
 LX5805
 LX5805.The horizontal coordinates were established by classical geodetic methods
 LX5805.and adjusted by the National Geodetic Survey in August 1998..
 LX5805
 LX5805
 LX5805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5805
 LX5805.The geoid height was determined by GEOID03.
 LX5805
 LX5805;                    North         East     Units Scale Factor Converg.
 LX5805;SPC CT       -   206,428.525   339,010.819   MT  0.99999012   +0 16 15.3
 LX5805;SPC CT       -   677,257.59  1,112,238.00   sFT  0.99999012   +0 16 15.3
 LX5805;UTM  18      - 4,577,590.481   722,520.268   MT  1.00020942   +1 45 21.8
 LX5805
 LX5805                          SUPERSEDED SURVEY CONTROL
 LX5805
 LX5805  NAD 83(1992)-  41 19 08.73883(N)    072 20 29.06682(W) AD(       ) 4
 LX5805  NAD 83(1986)-  41 19 08.74066(N)    072 20 29.07031(W) AD(       ) 4
 LX5805  NAD 27      -  41 19 08.39000(N)    072 20 30.77700(W) AD(       ) 3
 LX5805
 LX5805.Superseded values are not recommended for survey control.
 LX5805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5805.See file dsdata.txt to determine how the superseded data were derived.
 LX5805
 LX5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2252077590(NAD 83)
 LX5805
 LX5805  HISTORY     - Date     Condition        Report By
 LX5805  HISTORY     - 1934     MONUMENTED       CGS
 LX5805  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5805
 LX5805                          STATION DESCRIPTION
 LX5805
 LX5805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5805'THE IMPOSING RESIDENCE OF R.T. RIGGS IS ON THE FIRST RIDGE E OF THE
 LX5805'RIVER AND ABOUT 1/4 MILE S OF THE HIGHWAY BRIDGE.  THE WALLS OF
 LX5805'THE HOUSE ARE OF NATIVE STONE MASONRY AND IT HAS A GREEN ROOF.  THE
 LX5805'ROOF IS CONSIDERABLY CUT UP WITH GABLES.  THERE ARE TWO WIDE STONE
 LX5805'CHIMNEYS ON THE HOUSE.  THE MORE SOUTHERLY IS WIDEST E AND W OR
 LX5805'ACROSS THE LONG AXIS OF THE HOUSE.  THE NORTHERLY IS WIDEST N
 LX5805'AND S OR PARALLEL TO THE AXIS.
 LX5805'
 LX5805'CENTER IS THE CENTER LINE OF THE SOUTHERLY CHIMNEY.
 LX5805
 LX5805                          STATION RECOVERY (1948)
 LX5805
 LX5805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5805'THIS STATION HAS BEEN DESTROYED BY FIRE-- THE HOUSE AND CHIMNEY
 LX5805'REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4993 ***********************************************************************
 LX4993  DESIGNATION -  RILEY
 LX4993  PID         -  LX4993
 LX4993  STATE/COUNTY-  CT/TOLLAND
 LX4993  USGS QUAD   -  COVENTRY (1983)
 LX4993
 LX4993                         *CURRENT SURVEY CONTROL
 LX4993  ___________________________________________________________________
 LX4993* NAD 83(1996)-  41 48 22.37139(N)    072 19 56.30723(W)     ADJUSTED  
 LX4993* NAVD 88     -       210.4    (meters)     690.     (feet)  VERTCON   
 LX4993  ___________________________________________________________________
 LX4993  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX4993  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX4993
 LX4993  HORZ ORDER  -  FIRST
 LX4993
 LX4993.The horizontal coordinates were established by classical geodetic methods
 LX4993.and adjusted by the National Geodetic Survey in August 1998..
 LX4993
 LX4993.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4993
 LX4993.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4993
 LX4993.The geoid height was determined by GEOID03.
 LX4993
 LX4993;                    North         East     Units Scale Factor Converg.
 LX4993;SPC CT       -   260,532.665   339,511.215   MT  0.99999443   +0 16 37.0
 LX4993;SPC CT       -   854,764.25  1,113,879.71   sFT  0.99999443   +0 16 37.0
 LX4993;UTM  18      - 4,631,701.217   721,610.040   MT  1.00020437   +1 46 44.5
 LX4993
 LX4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4993!SPC CT       -   0.99997164  x   0.99999443  =   0.99996607
 LX4993!UTM  18      -   0.99997164  x   1.00020437  =   1.00017600
 LX4993
 LX4993:                Primary Azimuth Mark                     Grid Az
 LX4993:SPC CT       -  WHEELING                                 205 23 13.8
 LX4993:UTM  18      -  WHEELING                                 203 53 06.3
 LX4993
 LX4993|---------------------------------------------------------------------|
 LX4993| PID    Reference Object                     Distance      Geod. Az  |
 LX4993|                                                           dddmmss.s |
 LX4993| LX4995 WHEELING                            APPROX. 5.7 KM 2053950.8 |
 LX4993| CZ7837 RILEY RM 2                           15.020 METERS 30708     |
 LX4993| CZ7836 RILEY RM 1                           21.329 METERS 35524     |
 LX4993|---------------------------------------------------------------------|
 LX4993
 LX4993                          SUPERSEDED SURVEY CONTROL
 LX4993
 LX4993  NAD 83(1996)-  41 48 22.37101(N)    072 19 56.30720(W) AD(       ) 1
 LX4993  NAD 83(1992)-  41 48 22.37122(N)    072 19 56.30728(W) AD(       ) 1
 LX4993  NAD 83(1992)-  41 48 22.37188(N)    072 19 56.30826(W) AD(       ) 1
 LX4993  NAD 83(1986)-  41 48 22.37254(N)    072 19 56.30811(W) AD(       ) 1
 LX4993  NAD 27      -  41 48 22.01768(N)    072 19 58.02068(W) AD(       ) 1
 LX4993  NGVD 29 (07/19/86)  210.6    (m)          691.     (f) VERT ANG       
 LX4993
 LX4993.Superseded values are not recommended for survey control.
 LX4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4993.See file dsdata.txt to determine how the superseded data were derived.
 LX4993
 LX4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2161031701(NAD 83)
 LX4993_MARKER: Z = SEE DESCRIPTION
 LX4993_SETTING: 0 = UNSPECIFIED SETTING
 LX4993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4993
 LX4993  HISTORY     - Date     Condition        Report By
 LX4993  HISTORY     - 1978     MONUMENTED       NGS
 LX4993
 LX4993                          STATION DESCRIPTION
 LX4993
 LX4993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4993'THE STATION IS LOCATED ALONG RILEY MOUNTAIN ROAD, ABOUT
 LX4993'2-1/2 MILES NORTHEAST OF BOLTON, 3-1/4 MILES
 LX4993'NORTH-NORTHWEST OF COVENTRY AND ON PROPERTY OWNED BY THE TOWN
 LX4993'OF COVENTRY.  PERMISSION WAS GRANTED BY MR. ALLEN L. SANDBERG,
 LX4993'TOWN MANAGER, COVENTRY, CONNECTICUT.
 LX4993'
 LX4993'TO REACH THE STATION FROM THE TOWN HALL IN COVENTRY, GO
 LX4993'NORTHEAST ON STATE HIGHWAY 31 FOR 2.3 MILES TO A SIDE ROAD
 LX4993'RIGHT (NORTH RIVER ROAD).  TURN RIGHT AND GO NORTH-NORTHEAST
 LX4993'ON NORTH RIVER ROAD FOR 0.55 MILE TO A CROSS ROAD (U.S. HIGHWAY
 LX4993'44A).  CONTINUE AHEAD ON NORTH RIVER ROAD FOR 0.60 MILE TO A
 LX4993'REVERSE FORK ON THE RIGHT.  TURN SHARP RIGHT AND GO EASTERLY
 LX4993'ON ASPHALT ROAD FOR 0.50 MILE TO THE END OF ASPHALT. CONTINUE
 LX4993'AHEAD ON DIRT ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT
 LX4993'AS DESCRIBED.
 LX4993'
 LX4993'THE STATION MARK IS A STANDARD DISK STAMPED---RILEY 1978---,
 LX4993'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS 18 INCHES BELOW
 LX4993'THE GROUND SURFACE.  IT IS 25 FEET EAST-NORTHEAST OF A 24-INCH
 LX4993'OAK TREE, 28 FEET WEST OF A 20-INCH OAK TREE, 31 FEET NORTH
 LX4993'OF THE CENTER OF A GRAVEL ROAD, AND 68.8 FEET SOUTH-SOUTHEAST
 LX4993'OF A METAL WITNESS POST.  NO UNDERGROUND DISK WAS SET.
 LX4993'
 LX4993'REFERENCE MARK 1, A STANDARD DISK STAMPED---RILEY NO 1 1978---,
 LX4993'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK.  IT IS
 LX4993'2.8 FEET WEST OF A METAL WITNESS POST, 32 FEET WEST-NORTHWEST
 LX4993'OF A TWIN TRUNKED MAPLE TREE, AND 48.7 FEET NORTHEAST OF A
 LX4993'METAL WITNESS POST.
 LX4993'
 LX4993'REFERENCE MARK 2, A STANDARD DISK STAMPED---RILEY NO 2 1978---,
 LX4993'IS CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOLDER.  IT IS
 LX4993'4.6 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 6 FEET
 LX4993'SOUTH-SOUTHWEST OF A 16-INCH OAK TREE, AND 36 FEET EAST OF A
 LX4993'24-INCH OAK TREE.
 LX4993'
 LX4993'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.7 METERS.
 LX4993'
 LX4993'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK OR A
 LX4993'REFERENCE MARK 3.
 LX4993'
 LX4993'DESCRIBED BY PRESTON C. OSLEY JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF9200 ***********************************************************************
 DF9200  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9200  DESIGNATION -  RIVERSIDE COOP CORS ARP
 DF9200  CORS_ID     -  RVDI
 DF9200  PID         -  DF9200
 DF9200  STATE/COUNTY-  CT/FAIRFIELD
 DF9200  USGS QUAD   -  STAMFORD (1984)
 DF9200
 DF9200                         *CURRENT SURVEY CONTROL
 DF9200  ___________________________________________________________________
 DF9200* NAD 83(CORS)-  41 02 31.14691(N)    073 34 52.37860(W)     ADJUSTED  
 DF9200* NAVD 88     -                                                        
 DF9200  ___________________________________________________________________
 DF9200  EPOCH DATE  -        2002.00
 DF9200  X           -   1,361,703.781 (meters)                     COMP
 DF9200  Y           -  -4,621,078.720 (meters)                     COMP
 DF9200  Z           -   4,165,941.303 (meters)                     COMP
 DF9200  ELLIP HEIGHT-           0.43  (meters)          (03/??/06) GPS OBS
 DF9200  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DF9200
 DF9200  HORZ ORDER  -  SPECIAL (CORS)
 DF9200  ELLP ORDER  -  SPECIAL (CORS)
 DF9200
 DF9200.ITRF positions are available for this station.
 DF9200.The coordinates were established by GPS observations
 DF9200.and adjusted by the National Geodetic Survey in March 2006..
 DF9200.The coordinates are valid at the epoch date displayed above.
 DF9200.The epoch date for horizontal control is a decimal equivalence
 DF9200.of Year/Month/Day.
 DF9200
 DF9200
 DF9200.The PID for the CORS L1 Phase Center is DF9209.
 DF9200
 DF9200.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9200
 DF9200.The ellipsoidal height was determined by GPS observations
 DF9200.and is referenced to NAD 83.
 DF9200
 DF9200.The geoid height was determined by GEOID03.
 DF9200
 DF9200;                    North         East     Units Scale Factor Converg.
 DF9200;SPC CT       -   175,908.683   234,910.170   MT  1.00001972   -0 33 04.1
 DF9200;SPC CT       -   577,127.07    770,701.12   sFT  1.00001972   -0 33 04.1
 DF9200
 DF9200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9200!SPC CT       -   0.99999993  x   1.00001972  =   1.00001965
 DF9200
 DF9200                          SUPERSEDED SURVEY CONTROL
 DF9200
 DF9200  NAD 83(CORS)-  41 02 31.14727(N)    073 34 52.37875(W) AD(2002.00) c
 DF9200  ELLIP H (12/??/03)    0.45   (m)                       GP(2002.00) c c
 DF9200
 DF9200.Superseded values are not recommended for survey control.
 DF9200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9200.See file dsdata.txt to determine how the superseded data were derived.
 DF9200
 DF9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1924844387(NAD 83)
 DF9200_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF9200
 DF9200                          STATION DESCRIPTION
 DF9200
 DF9200'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DF9200'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF9200'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF9200'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF9200'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF9200'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF9209 ***********************************************************************
 DF9209  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9209  DESIGNATION -  RIVERSIDE COOP CORS L1 PHASE CENTER
 DF9209  CORS_ID     -  RVDI
 DF9209  PID         -  DF9209
 DF9209  STATE/COUNTY-  CT/FAIRFIELD
 DF9209  USGS QUAD   -  STAMFORD (1984)
 DF9209
 DF9209                         *CURRENT SURVEY CONTROL
 DF9209  ___________________________________________________________________
 DF9209* NAD 83(CORS)-  41 02 31.14684(N)    073 34 52.37877(W)     ADJUSTED  
 DF9209* NAVD 88     -                                                        
 DF9209  ___________________________________________________________________
 DF9209  EPOCH DATE  -        2002.00
 DF9209  X           -   1,361,703.791 (meters)                     COMP
 DF9209  Y           -  -4,621,078.766 (meters)                     COMP
 DF9209  Z           -   4,165,941.341 (meters)                     COMP
 DF9209  ELLIP HEIGHT-           0.49  (meters)          (03/??/06) GPS OBS
 DF9209  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 DF9209
 DF9209  HORZ ORDER  -  SPECIAL (CORS)
 DF9209  ELLP ORDER  -  SPECIAL (CORS)
 DF9209
 DF9209.ITRF positions are available for this station.
 DF9209.The coordinates were established by GPS observations
 DF9209.and adjusted by the National Geodetic Survey in March 2006..
 DF9209.The coordinates are valid at the epoch date displayed above.
 DF9209.The epoch date for horizontal control is a decimal equivalence
 DF9209.of Year/Month/Day.
 DF9209
 DF9209
 DF9209.The PID for the CORS ARP is DF9200.
 DF9209
 DF9209.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9209
 DF9209.The ellipsoidal height was determined by GPS observations
 DF9209.and is referenced to NAD 83.
 DF9209
 DF9209.The geoid height was determined by GEOID03.
 DF9209
 DF9209;                    North         East     Units Scale Factor Converg.
 DF9209;SPC CT       -   175,908.681   234,910.166   MT  1.00001972   -0 33 04.1
 DF9209;SPC CT       -   577,127.06    770,701.10   sFT  1.00001972   -0 33 04.1
 DF9209
 DF9209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9209!SPC CT       -   0.99999992  x   1.00001972  =   1.00001964
 DF9209
 DF9209                          SUPERSEDED SURVEY CONTROL
 DF9209
 DF9209  NAD 83(CORS)-  41 02 31.14720(N)    073 34 52.37893(W) AD(2002.00) c
 DF9209  ELLIP H (12/??/03)    0.50   (m)                       GP(2002.00) c c
 DF9209
 DF9209.Superseded values are not recommended for survey control.
 DF9209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9209.See file dsdata.txt to determine how the superseded data were derived.
 DF9209
 DF9209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1924844387(NAD 83)
 DF9209_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9209
 DF9209                          STATION DESCRIPTION
 DF9209
 DF9209'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9209'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF9209'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF9209'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF9209'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF9209'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4899 ***********************************************************************
 LX4899  DESIGNATION -  ROBERTS
 LX4899  PID         -  LX4899
 LX4899  STATE/COUNTY-  CT/MIDDLESEX
 LX4899  USGS QUAD   -  MOODUS (1984)
 LX4899
 LX4899                         *CURRENT SURVEY CONTROL
 LX4899  ___________________________________________________________________
 LX4899* NAD 83(1996)-  41 32 40.60503(N)    072 29 48.12923(W)     ADJUSTED  
 LX4899* NAVD 88     -       172.1    (meters)     565.     (feet)  VERTCON   
 LX4899  ___________________________________________________________________
 LX4899  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX4899  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX4899
 LX4899  HORZ ORDER  -  FIRST
 LX4899
 LX4899.The horizontal coordinates were established by classical geodetic methods
 LX4899.and adjusted by the National Geodetic Survey in August 1998..
 LX4899
 LX4899.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4899
 LX4899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4899
 LX4899.The geoid height was determined by GEOID03.
 LX4899
 LX4899;                    North         East     Units Scale Factor Converg.
 LX4899;SPC CT       -   231,424.805   325,935.068   MT  0.99998316   +0 10 04.6
 LX4899;SPC CT       -   759,266.21  1,069,338.64   sFT  0.99998316   +0 10 04.6
 LX4899;UTM  18      - 4,602,243.146   708,796.804   MT  1.00013653   +1 39 38.9
 LX4899
 LX4899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4899!SPC CT       -   0.99997768  x   0.99998316  =   0.99996084
 LX4899!UTM  18      -   0.99997768  x   1.00013653  =   1.00011420
 LX4899
 LX4899:                Primary Azimuth Mark                     Grid Az
 LX4899:SPC CT       -  AIRWAY BEACON 10                         008 02 16.2
 LX4899:UTM  18      -  AIRWAY BEACON 10                         006 32 41.9
 LX4899
 LX4899|---------------------------------------------------------------------|
 LX4899| PID    Reference Object                     Distance      Geod. Az  |
 LX4899|                                                           dddmmss.s |
 LX4899| LX4898 AIRWAY BEACON 10                    APPROX. 4.8 KM 0081220.8 |
 LX4899| CZ7841 ROBERTS RM 3                         32.270 METERS 06112     |
 LX4899| LX4910 LOOMIS                              APPROX. 6.8 KM 0885507.3 |
 LX4899| CZ7839 ROBERTS RM 1 AZIMUTH                 91.669 METERS 19119     |
 LX4899| CZ7840 ROBERTS RM 2                         20.310 METERS 29753     |
 LX4899| LX6858 E HAMPTON ST PATRICKS CH SPIRE      APPROX. 4.0 KM 3425550.2 |
 LX4899|---------------------------------------------------------------------|
 LX4899
 LX4899                          SUPERSEDED SURVEY CONTROL
 LX4899
 LX4899  NAD 83(1992)-  41 32 40.60433(N)    072 29 48.12911(W) AD(       ) 1
 LX4899  NAD 83(1986)-  41 32 40.60610(N)    072 29 48.13129(W) AD(       ) 1
 LX4899  NAD 27      -  41 32 40.24609(N)    072 29 49.81739(W) AD(       ) 1
 LX4899  NGVD 29 (07/19/86)  172.4    (m)          566.     (f) VERT ANG       
 LX4899
 LX4899.Superseded values are not recommended for survey control.
 LX4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4899.See file dsdata.txt to determine how the superseded data were derived.
 LX4899
 LX4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0879702243(NAD 83)
 LX4899_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4899_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4899+STABILITY: SURFACE MOTION
 LX4899
 LX4899  HISTORY     - Date     Condition        Report By
 LX4899  HISTORY     - 1934     MONUMENTED       CGS
 LX4899  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LX4899  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX4899
 LX4899                          STATION DESCRIPTION
 LX4899
 LX4899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4899'THIS STATION IS ON A HILL IN THE SOUTHERN PART OF EAST HAMPTON ON
 LX4899'THE FARM OF HERMAN ROBERTS.  TO APPROACH, GO SOUTHERLY OUT OF
 LX4899'EAST HAMPTON SQUARE ON ROUTE NO. 196.  GO 2.5 MILES TO THE
 LX4899'ROBERTS RESIDENCE ON THE E SIDE OF THE ROAD.  THE STATION IS ON
 LX4899'THE HIGHEST PART OF THE HILL BEARING N 80 DEG E (MAGNETIC) FROM
 LX4899'THIS POINT.
 LX4899'
 LX4899'A PRIVATE FARM ROAD LEADS FROM ROBERTS DRIVEWAY TO SOME LEASED
 LX4899'LOTS IN THE IMMEDIATE VICINITY OF THE STATION.  ENTERING THE
 LX4899'OPEN LAND GO S ALONG THE WOODS FOR 95 METERS THEN E 30 METERS
 LX4899'TO ANOTHER CORNER.  THE STATION IS 10 METERS N 70 DEG E (MAGNETIC)
 LX4899'FROM THIS POINT.  A 36-INCH WHITE OAK TREE IS 22.7 METERS N
 LX4899'50 DEG E (MAGNETIC) FROM THE STATION.  TWO SIMILAR WHITE OAKS
 LX4899'TO THE SE ARE 10.6 METERS APART.  THE NEARER IS 27.4 METERS S
 LX4899'50 DEG E (MAGNETIC) FROM THE STATION.
 LX4899'
 LX4899'REFERENCE MARK NO.1 IS 5.6 METERS FROM THE W BOUNDARY OF THE
 LX4899'FIELD AND 3.4 METERS FROM THE S BOUNDARY.  IT IS IN A SMOOTH TOP
 LX4899'BOULDER FLUSH WITH THE GROUND.  IT BEARS S 25 DEG W (MAGNETIC).
 LX4899'
 LX4899'REFERENCE MARK NO. 2 IS IN A LARGE EMBEDDED BOULDER THAT IS
 LX4899'FLUSH WITH THE GROUND ON THE S SIDE.  IT IS 17 METERS N AND
 LX4899'26 METERS E OF THE EDGES OF THE WOODS.  IT BEARS N 50 DEG W
 LX4899'(MAGNETIC).
 LX4899'
 LX4899'REFERENCE MARK NO. 3 IS IN THE LARGEST LOOSE BOULDER ON THIS
 LX4899'PART OF THE HILL.  IT BEARS N 75 DEG E (MAGNETIC).
 LX4899'
 LX4899'SURFACE AND UNDERGROUND MARKS DESCRIBED ACCORDING TO NOTES 1A AND
 LX4899'7A.
 LX4899'
 LX4899'HEIGHT OF SIGNAL ABOVE STATION MARK - 17 METERS.
 LX4899
 LX4899                          STATION RECOVERY (1973)
 LX4899
 LX4899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LX4899'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 LX4899'CONDITION.  SHORTER DISTANCES WERE MEASURED TO RM 1 AND RM 2.  IT
 LX4899'WAS FOUND THAT THE 1934 MEASUREMENTS CHECK THE PRESENT SLOPE
 LX4899'DISTANCE.  VIEW FROM STATION IS BLOCKED BY DENSE TIMBER.  A
 LX4899'COMPLETE DESCRIPTION FOLLOWS--
 LX4899'
 LX4899'STATION IS LOCATED ON THE SUMMIT OF A TIMBERED HILL OF 570 FEET
 LX4899'ELEVATION, ABOUT 2000 FEET NORTHEAST OF STATE HIGHWAY 196 AND ON
 LX4899'PROPERTY OF MR. BOURDON.  STATION LIES JUST INSIDE THE TIMBER AT
 LX4899'EAST EDGE OF A LONG, OPEN FIELD.
 LX4899'
 LX4899'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 16A AND 196
 LX4899'IN EAST HAMPTON, GO SOUTH ON HIGHWAY 196 FOR 0.85 MILE TO
 LX4899'CROSSROAD JUNCTION OF STATE HIGHWAY 116.  CONTINUE SOUTH ON
 LX4899'HIGHWAY 196 FOR 1.85 MILES TO FIELD ROAD LEFT, AT POWER POLE
 LX4899'552 AND JUST NORTH OF BOURDONS HOUSE ON LEFT.  FOLLOW FIELD
 LX4899'ROAD 0.15 MILE TO GAP IN STONE FENCE.  PASS THROUGH AND CONTINUE
 LX4899'FOR 0.1 MILE TO SMALL FIELD OF PLANTED PINES.  BEAR RIGHT ON
 LX4899'ROAD THROUGH WOODS FOR 0.15 MILE TO GAP IN STONE FENCE AT
 LX4899'LARGE FIELD.  GO RIGHT, ALONG WEST EDGE OF FIELD FOR 100
 LX4899'YARDS, THEN LEFT AT JOG WHERE FIELD WIDENS, FOR ABOUT 50
 LX4899'YARDS TO STATION.
 LX4899'
 LX4899'STATION MARK IS A STANDARD DISK STAMPED ROBERTS 1934, SET IN
 LX4899'THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH
 LX4899'GROUND.  IT IS 32 FEET EAST OF AN 8-INCH MAPLE AT NORTHEAST
 LX4899'CORNER OF THE FIELD, 182 FEET EAST OF THE STONE FENCE, 128 FEET
 LX4899'EAST OF THE JOG IN FIELD AND 2.5 FEET WEST OF A METAL WITNESS
 LX4899'POST.
 LX4899'
 LX4899'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ROBERTS NO 1
 LX4899'1934, CEMENTED IN A DRILL HOLE IN A 20-INCH-DIAMETER BOULDER
 LX4899'TOP PROJECTING 2 INCHES.  IT IS IN SOUTHWEST CORNER OF THE FIELD,
 LX4899'18 FEET EAST OF WEST STONE WALL, 11 FEET NORTH OF SOUTH STONE
 LX4899'WALL AND 50 FEET WEST OF A T-JUNCTION OF STONE FENCES.
 LX4899'
 LX4899'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ROBERTS NO
 LX4899'2 1934, CEMENTED IN A DRILL HOLE IN A 4 X 5-FOOT BOULDER PROJECTING
 LX4899'1 FOOT.  IT IS 9 FEET EAST-SOUTHEAST OF A LARGE, DOUBLE-TRUNKED
 LX4899'TREE.
 LX4899'
 LX4899'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED ROBERTS
 LX4899'NO 3 1934, CEMENTED IN A DRILL HOLE IN A 5 X 6-FOOT, GREY BOULDER
 LX4899'PROJECTING 3 FEET.  IT IS 50 FEET NORTH OF AN ANIMAL GRAVEYARD
 LX4899'AND IS IN THE NORTH BOULDER OF A ROW OF 3 LARGE BOULDERS.
 LX4899'
 LX4899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4899'2-1/4 MILES SOUTH OF EAST HAMPTON.
 LX4899
 LX4899                          STATION RECOVERY (1976)
 LX4899
 LX4899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX4899'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 LX4899'REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.  THE
 LX4899'DISTANCES TO REFERENCE MARKS 2 AND 3 WERE REVERSED ON THE 1934
 LX4899'LIST OF DIRECTIONS.  THE DISTANCE TO REFERENCE MARK 2 WAS
 LX4899'FOUND TO BE SHORTER BY 0.020 OF A METER AND THE DISTANCE TO
 LX4899'REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.030 OF A METER.
 LX4899'THE DIRECTION TO REFERENCE MARK 1 CHECKED THE 1934
 LX4899'OBSERVATIONS.  THE DIRECTION TO REFERENCE MARK 2 WAS FOUND TO
 LX4899'BE GREATER BY 15 MINUTES AND 14 SECONDS AND THE DIRECTION TO
 LX4899'REFERENCE MARK 3 WAS FOUND TO BE LESS BY 1 MINUTE AND 30
 LX4899'SECONDS.  DUE TO CHANGES A NEW AND COMPLETE DESCRIPTION
 LX4899'FOLLOWS.
 LX4899'
 LX4899'THE STATION IS ABOUT 4-1/2 MILES WEST OF WESTCHESTER, 2-3/4
 LX4899'MILES EAST OF THE CONNECTICUT RIVER, 2-1/4 MILES SOUTH OF EAST
 LX4899'HAMPTON AND ON THE PROPERTY OF MR. PHILIP BOURDON, STATE
 LX4899'HIGHWAY 196, EAST HAMPTON, CONNECTICUT.  HIS TELEPHONE NUMBER
 LX4899'IS 267-4778.
 LX4899'
 LX4899'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 LX4899'CONNECTICUT RIVER IN EAST HADDAM, GO NORTH ON STATE HIGHWAYS 82
 LX4899'AND 149 FOR 0.1 MILE TO A FORK WHERE HIGHWAY 149 TURNS LEFT
 LX4899'AND HIGHWAY 82 CONTINUES STAIGHT AHEAD.  TURN LEFT AND GO
 LX4899'NORTH ON HIGHWAY 149 FOR 3.15 MILES TO THE JUNCTION OF STATE
 LX4899'HIGHWAY 151.  TURN LEFT AND GO NORTH ON HIGHWAY 151 FOR 2.15
 LX4899'MILES TO THE JUNCTION OF STATE HIGHWAY 196.  TURN RIGHT AND GO
 LX4899'NORTH ON HIGHWAY 196 FOR 2.15 MILES TO A TRACK ROAD ON THE
 LX4899'RIGHT, JUST NORTH OF POWER LINE POLE NUMBER 557 AND THE HOME
 LX4899'OF MR. PHILIP BOURDON ON THE RIGHT.  TURN RIGHT AND GO EAST
 LX4899'ON THE TRACK ROAD FOR 0.05 MILE TO A METAL GATE.  PASS
 LX4899'THROUGH THE GATE AND CONTINUE EASTERLY ON A FIELD ROAD FOR
 LX4899'0.1 MILE TO A GAP IN A ROCK FENCE.  PASS THROUGH THE GAP AND
 LX4899'CONTINUE EASTERLY ON A WOODS ROAD FOR 0.25 MILE TO
 LX4899'ANOTHER GAP IN A ROCK FENCE.  PASS THROUGH THE GAP AND
 LX4899'THEN BEAR RIGHT AND GO SOUTH AND EAST ON THE WOODS ROAD FOR
 LX4899'0.05 MILE TO THE NORTHEAST CORNER OF A FIELD AND THE STATION
 LX4899'AS DESCRIBED.
 LX4899'
 LX4899'THE STATION MARKS ARE STANDARD DISKS STAMPED---ROBERTS 1934---.
 LX4899'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX4899'MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND SURFACE.
 LX4899'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX4899'CONCRETE.  THEY ARE 76 FEET SOUTH OF A VERY LARGE SPREAD OUT
 LX4899'OAK TREE, 34 FEET NORTHWEST OF A TWIN TRUNKED OAK TREE, 34
 LX4899'FEET NORTHEAST OF THE NORTHEAST EDGE OF A FIELD AND 2.6 FEET
 LX4899'SOUTHWEST OF A METAL WITNESS POST.
 LX4899'
 LX4899'REFERENCE MARK 1, STAMPED---ROBERTS NO 1 1934---, IS A STANDARD
 LX4899'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX4899'BEDROCK WITH AN EXPOSED SURFACE OF 1 FOOT ACROSS AND PROJECTING
 LX4899'ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 20.3 FEET EAST
 LX4899'OF A ROCK FENCE, 12.4 FEET NORTH OF A ROCK FENCE AND 7.8 FEET
 LX4899'NORTH OF A METAL WITNESS POST.
 LX4899'
 LX4899'REFERENCE MARK 2, STAMPED---ROBERTS NO 2 1934---, IS A STANDARD
 LX4899'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX4899'BEDROCK WITH AN EXPOSED SURFACE OF ABOUT 2 BY 3 FEET AND WHICH
 LX4899'PROJECTS ABOUT 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 39
 LX4899'FEET SOUTHEAST OF A TWIN TRUNKED OAK TREE, 8 FEET NORTHEAST OF
 LX4899'A LARGE TWIN TRUNKED OAK TREE AND 1.9 FEET SOUTHWEST OF A METAL
 LX4899'WITNESS POST.
 LX4899'
 LX4899'REFERENCE MARK 3, STAMPED---ROBERTS NO 3 1934---, IS A STANDARD
 LX4899'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 4 FOOT
 LX4899'BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND SURFACE.
 LX4899'IT IS 40 FEET SOUTH OF A LARGE TWIN TRUNKED OAK TREE, 7.5
 LX4899'FEET NORTHWEST OF A SMALL TWIN TRUNKED TREE AND 5.5 FEET
 LX4899'SOUTH-SOUTHEAST OF AN 18-INCH OAK TREE.
 LX4899'
 LX4899'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 2 AND 3 DUE TO
 LX4899'TREES AND BRUSH ON LINE.
 LX4899'
 LX4899'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.2
 LX4899'METERS.
 LX4899'
 LX4899'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7608 ***********************************************************************
 LX7608  DESIGNATION -  ROCK 2
 LX7608  PID         -  LX7608
 LX7608  STATE/COUNTY-  CT/FAIRFIELD
 LX7608  USGS QUAD   -  BRIDGEPORT (1984)
 LX7608
 LX7608                         *CURRENT SURVEY CONTROL
 LX7608  ___________________________________________________________________
 LX7608* NAD 83(1996)-  41 08 38.51406(N)    073 13 34.90844(W)     ADJUSTED  
 LX7608* NAVD 88     -         5.0    (meters)      16.     (feet)  GPS OBS   
 LX7608  ___________________________________________________________________
 LX7608  X           -   1,388,142.244 (meters)                     COMP
 LX7608  Y           -  -4,605,406.394 (meters)                     COMP
 LX7608  Z           -   4,174,465.532 (meters)                     COMP
 LX7608  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 LX7608  ELLIP HEIGHT-         -24.94  (meters)          (06/16/04) GPS OBS
 LX7608  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX7608
 LX7608  HORZ ORDER  -  FIRST
 LX7608  ELLP ORDER  -  FOURTH    CLASS II
 LX7608
 LX7608.The horizontal coordinates were established by GPS observations
 LX7608.and adjusted by the National Geodetic Survey in June 2004..
 LX7608
 LX7608.The orthometric height was determined by GPS observations and a
 LX7608.high-resolution geoid model.
 LX7608
 LX7608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7608
 LX7608.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7608
 LX7608.The ellipsoidal height was determined by GPS observations
 LX7608.and is referenced to NAD 83.
 LX7608
 LX7608.The geoid height was determined by GEOID03.
 LX7608
 LX7608;                    North         East     Units Scale Factor Converg.
 LX7608;SPC CT       -   187,015.745   264,809.014   MT  1.00000612   -0 18 57.1
 LX7608;SPC CT       -   613,567.49    868,794.24   sFT  1.00000612   -0 18 57.1
 LX7608;UTM  18      - 4,556,262.191   648,843.599   MT  0.99987267   +1 10 01.9
 LX7608
 LX7608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7608!SPC CT       -   1.00000391  x   1.00000612  =   1.00001003
 LX7608!UTM  18      -   1.00000391  x   0.99987267  =   0.99987658
 LX7608
 LX7608|---------------------------------------------------------------------|
 LX7608| PID    Reference Object                     Distance      Geod. Az  |
 LX7608|                                                           dddmmss.s |
 LX7608| CR9715 ROCK 2 RM 2                           9.761 METERS 01720     |
 LX7608| CR9716 ROCK 2 RM 3                           9.556 METERS 24142     |
 LX7608|---------------------------------------------------------------------|
 LX7608
 LX7608                          SUPERSEDED SURVEY CONTROL
 LX7608
 LX7608  NAD 83(1996)-  41 08 38.51574(N)    073 13 34.90927(W) AD(       ) 1
 LX7608  NAD 83(1992)-  41 08 38.51488(N)    073 13 34.90846(W) AD(       ) 1
 LX7608  NAD 83(1986)-  41 08 38.51717(N)    073 13 34.91308(W) AD(       ) 1
 LX7608  NAD 83(1986)-  41 08 38.51573(N)    073 13 34.91093(W) AD(       ) 1
 LX7608  NGVD 29 (01/16/90)    3.6    (m)           12.     (f) VERT ANG       
 LX7608
 LX7608.Superseded values are not recommended for survey control.
 LX7608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7608.See file dsdata.txt to determine how the superseded data were derived.
 LX7608
 LX7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4884456262(NAD 83)
 LX7608_MARKER: DD = SURVEY DISK
 LX7608_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX7608_SP_SET: 3
 LX7608_STAMPING: ROCK 2 1982
 LX7608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX7608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX7608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7608+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 LX7608
 LX7608  HISTORY     - Date     Condition        Report By
 LX7608  HISTORY     - 19820101 MONUMENTED       NGS
 LX7608  HISTORY     - 20030424 GOOD             CTGS
 LX7608
 LX7608                          STATION DESCRIPTION
 LX7608
 LX7608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7608'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST
 LX7608'OF DOWNTOWN BRIDGEPORT, IN THE BLACK ROCK SECTION, ON THE WEST
 LX7608'SIDE OF BLACK ROCK HARBOR, 0.8 KM (0.5 MI) WEST-NORTHWEST
 LX7608'OF THE SOUTH END OF FAYERWEATHER ISLAND AND ON THE SEAWALL
 LX7608'PARALLELING THE ROAD.
 LX7608'
 LX7608'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LX7608'AND FAIRFIELD AVENUE 2.4 KM (1.5 MI) WEST-SOUTHWEST
 LX7608'OF DOWNTOWN BRIDGEPORT, GO SOUTHWEST ON FAIRFIELD AVENUE
 LX7608'FOR 1.3 KM (0.8 MI) TO A CROSS STREET AT A TRAFFIC LIGHT
 LX7608'IN DENSE BUSINESS AREA.  TURN LEFT, SOUTHEAST, ON BREWSTER
 LX7608'STREET FOR 0.5 KM (0.3 MI) TO A FORK WITH A SMALL CIRCULAR
 LX7608'TRAFFIC ISLAND IN MIDDLE.  TURN RIGHT, SOUTHWEST, ON
 LX7608'GROVERS AVENUE FOR 0.6 KM (0.35 MI) TO A SIDE ROAD RIGHT
 LX7608'(BALMFORTH ROAD).  BEAR LEFT, SOUTH, CONTINUING ON GROVERS
 LX7608'AVENUE FOR 0.6 KM (0.4 MI) TO HIGH GROUND AND STATION
 LX7608'ON THE LEFT.
 LX7608'
 LX7608'THE STATION IS A STANDARD NGS DISK
 LX7608'STAMPED---ROCK 2 1982---,
 LX7608'SET INTO A DRILL HOLE IN CONCRETE SIDEWALK OF SEAWALL, DISK
 LX7608'IS SURROUNDED BY A CHISLED TRIANGLE.
 LX7608'IT IS LOCATED
 LX7608'13.50 METERS (44.3 FT) SOUTHEAST FROM THE CENTER OF A PAVED ROAD,
 LX7608'3.38 METERS (11.1 FT) SOUTHEAST FROM A CONCRETE RETAINING WALL,
 LX7608'1.25 METERS (4.1 FT) NORTHWEST FROM THE EAST EDGE OF THE CONCRETE
 LX7608'SEAWALL AND
 LX7608'0.73 METER (2.4 FT) SOUTHEAST FROM THE CENTER OF A DOUBLE WOODEN
 LX7608'RAILING.
 LX7608'
 LX7608'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7608'STAMPED---ROCK 2 NO 2 1982---,
 LX7608'SET INTO A DRILL HOLE IN CONCRETE SIDEWALK OF SEAWALL.
 LX7608'IT IS LOCATED
 LX7608'3.38 METERS (11.1 FT) NORTHWEST FROM THE EAST EDGE OF THE
 LX7608'CONCRETE SEAWALL,
 LX7608'2.23 METERS (7.3 FT) NORTHWEST FROM THE CENTER OF THE DOUBLE
 LX7608'WOODEN RAILING AND
 LX7608'0.43 METER (1.4 FT) SOUTHEAST FROM THE CONCRETE RETAINING WALL.
 LX7608'MARK IS LEVEL WITH STATION.
 LX7608'
 LX7608'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7608'STAMPED---ROCK 2 NO 3 1982---,
 LX7608'SET INTO A DRILL HOLE IN CONCRETE SIDEWALK OF SEAWALL.
 LX7608'IT IS LOCATED
 LX7608'3.41 METERS (11.2 FT) NORTH-NORTHWEST FROM THE EAST EDGE OF THE
 LX7608'CONCRETE SEAWALL,
 LX7608'2.13 METERS (7.0 FT) NORTH-NORTHWEST FROM THE CENTER OF THE
 LX7608'DOUBLE WOOD RAILING AND
 LX7608'0.43 METER (1.4 FT) SOUTHEAST FROM THE CONCRETE RETAINING WALL.
 LX7608'MARK IS LEVEL WITH STATION.
 LX7608'
 LX7608'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7608'
 LX7608'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX7608'
 LX7608'DESCRIBED BY J. ZABITCHUCK AND CHECKED BY L.D. ACRES.
 LX7608
 LX7608                          STATION RECOVERY (2003)
 LX7608
 LX7608'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX7608'THE STATION MARK IS A STANDARD NGS DISK WITHIN A CHISELED  TRIANGLE,
 LX7608'STAMPED ROCK 2 1982, SET INTO A DRILL HOLE IN CONCRETE  SIDEWALK OF A
 LX7608'SEAWALL. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE  HIGHWAY
 LX7608'95 AND FAIRFIELD AVENUE 2.4 KM (1.5 MI),GO SOUTHWEST ON  FAIRFIELD
 LX7608'AVENUE FOR 1.3 KM (0.8 MI) TO A CROSS STREET AT A TRAFFIC  LIGHT IN
 LX7608'DENSE BUSINESS AREA. TURN LEFT, SOUTHEAST, ON BREWSTER  STREET FOR 0.5
 LX7608'KM (0.3 MI) TO A FORK WITH A SMALL CIRCULAR TRAFFIC  ISLAND IN MIDDLE.
 LX7608'URN RIGHT, SOUTHWEST, ON GROVERS AVENUE FOR 0.6  KM (0.35 MI) TO A
 LX7608'SIDE ROAD RIGHT (BALMFORTH ROAD). BEAR LEFT, SOUTH,  CONTINUING ON
 LX7608'GROVERS AVENUE FOR 0.6 KM (0.4 MI) TO HIGH GROUND  AND STATION ON THE
 LX7608'LEFT.(BLACK ROCK BLVD.)  THE STATION IS LOCATED 13.50 METERS (44.3 FT)
 LX7608'SOUTHEAST FROM  THE CENTER OF A PAVED ROAD, 3.38 METERS (11.1 FT)
 LX7608'SOUTHEAST FROM A  CONCRETE RETAINING WALL, 1.25 METERS (4.1 FT)
 LX7608'NORTHWEST FROM THE  EAST EDGE OF THE CONCRETE SEAWALL AND 0.73 METER
 LX7608'(2.4 FT)  SOUTHEAST FROM THE CENTER OF A DOUBLE WOODEN RAILING.
 LX7608' 
 LX7608'RM 2 A STANDARD NGS DISK STAMPED---ROCK 2 NO 2 1982---, SET INTO A
 LX7608'DRILL HOLE IN CONCRETE SIDEWALK OF SEAWALL. IT IS LOCATED 3.38  METERS
 LX7608'(11.1 FT) NORTHWEST FROM THE EAST EDGE OF THE CONCRETE  SEAWALL, 2.23
 LX7608'METERS (7.3 FT) NORTHWEST FROM THE CENTER OF THE  DOUBLE WOODEN
 LX7608'RAILING AND 0.43 METER (1.4 FT) SOUTHEAST FROM THE  CONCRETE RETAINING
 LX7608'WALL. RM 3 A STANDARD NGS DISK STAMPED---ROCK 2 NO 3 1982---, SET INTO
 LX7608'A  DRILL HOLE IN CONCRETE SIDEWALK OF SEAWALL. IT IS LOCATED 3.41
 LX7608'METERS (11.2 FT) NORTH-NORTHWEST FROM THE EAST EDGE OF THE  CONCRETE
 LX7608'SEAWALL, 2.13 METERS (7.0 FT) NORTH-NORTHWEST FROM THE  CENTER OF THE
 LX7608'DOUBLE WOOD RAILING AND 0.43 METER (1.4 FT)  SOUTHEAST FROM THE
 LX7608'CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6136 ***********************************************************************
 LX6136  DESIGNATION -  ROCK LANDING DOCK HOUSE GABLE
 LX6136  PID         -  LX6136
 LX6136  STATE/COUNTY-  CT/MIDDLESEX
 LX6136  USGS QUAD   -  HADDAM (1971)
 LX6136
 LX6136                         *CURRENT SURVEY CONTROL
 LX6136  ___________________________________________________________________
 LX6136* NAD 83(1996)-  41 29 48.61676(N)    072 31 18.03843(W)     ADJUSTED  
 LX6136* NAVD 88     -                                                        
 LX6136  ___________________________________________________________________
 LX6136  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX6136  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6136
 LX6136  HORZ ORDER  -  THIRD
 LX6136
 LX6136.The horizontal coordinates were established by classical geodetic methods
 LX6136.and adjusted by the National Geodetic Survey in August 1998..
 LX6136
 LX6136
 LX6136.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6136
 LX6136.The geoid height was determined by GEOID03.
 LX6136
 LX6136;                    North         East     Units Scale Factor Converg.
 LX6136;SPC CT       -   226,113.077   323,865.264   MT  0.99998335   +0 09 05.0
 LX6136;SPC CT       -   741,839.32  1,062,547.95   sFT  0.99998335   +0 09 05.0
 LX6136;UTM  18      - 4,596,878.528   706,865.724   MT  1.00012666   +1 38 33.6
 LX6136
 LX6136                          SUPERSEDED SURVEY CONTROL
 LX6136
 LX6136  NAD 83(1992)-  41 29 48.61602(N)    072 31 18.03830(W) AD(       ) 4
 LX6136  NAD 83(1986)-  41 29 48.61787(N)    072 31 18.04069(W) AD(       ) 4
 LX6136  NAD 27      -  41 29 48.25500(N)    072 31 19.73300(W) AD(       ) 3
 LX6136
 LX6136.Superseded values are not recommended for survey control.
 LX6136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6136.See file dsdata.txt to determine how the superseded data were derived.
 LX6136
 LX6136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0686696879(NAD 83)
 LX6136
 LX6136  HISTORY     - Date     Condition        Report By
 LX6136  HISTORY     - 1934     MONUMENTED       CGS
 LX6136  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6136  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6136
 LX6136                          STATION DESCRIPTION
 LX6136
 LX6136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6136'THIS STATION IS ON THE DOCK HOUSE OF THE ABANDONED ROCK
 LX6136'LANDING DOCK.  IT IS NOW THE PROPERTY OF F. COLSON.  FIVE OLD
 LX6136'PILE DOLPHINS AND A WRECKED PLATFORM ARE ALL THAT REMAIN OF THE
 LX6136'DOCK.  THE BUILDING IS PAINTED WHITE, ONE-STORY HIGH WITH A
 LX6136'ONE-STORY SHED-ROOFED WING ON THE NORTHWESTERLY SIDE.
 LX6136'
 LX6136'CENTER IS THE APEX OF THE SW GABLE.
 LX6136
 LX6136                          STATION RECOVERY (1948)
 LX6136
 LX6136'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6136'BUILDING IS NO LONGER IN EXISTENCE.  IT IS RECOMMENDED THAT
 LX6136'THE STATION BE CONSIDERED DESTROYED.
 LX6136
 LX6136                          STATION RECOVERY (1997)
 LX6136
 LX6136'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6149 ***********************************************************************
 LX6149  DESIGNATION -  ROCK LANDING FRONT RANGE LT
 LX6149  PID         -  LX6149
 LX6149  STATE/COUNTY-  CT/MIDDLESEX
 LX6149  USGS QUAD   -  HADDAM (1971)
 LX6149
 LX6149                         *CURRENT SURVEY CONTROL
 LX6149  ___________________________________________________________________
 LX6149* NAD 83(1996)-  41 29 50.01970(N)    072 31 23.44238(W)     ADJUSTED  
 LX6149* NAVD 88     -                                                        
 LX6149  ___________________________________________________________________
 LX6149  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX6149  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6149
 LX6149  HORZ ORDER  -  THIRD
 LX6149
 LX6149.The horizontal coordinates were established by classical geodetic methods
 LX6149.and adjusted by the National Geodetic Survey in August 1998..
 LX6149
 LX6149
 LX6149.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6149
 LX6149.The geoid height was determined by GEOID03.
 LX6149
 LX6149;                    North         East     Units Scale Factor Converg.
 LX6149;SPC CT       -   226,156.028   323,739.811   MT  0.99998334   +0 09 01.4
 LX6149;SPC CT       -   741,980.24  1,062,136.36   sFT  0.99998334   +0 09 01.4
 LX6149;UTM  18      - 4,596,918.206   706,739.178   MT  1.00012602   +1 38 30.1
 LX6149
 LX6149                          SUPERSEDED SURVEY CONTROL
 LX6149
 LX6149  NAD 83(1992)-  41 29 50.01897(N)    072 31 23.44225(W) AD(       ) 4
 LX6149  NAD 83(1986)-  41 29 50.02077(N)    072 31 23.44461(W) AD(       ) 4
 LX6149  NAD 27      -  41 29 49.65700(N)    072 31 25.13600(W) AD(       ) 3
 LX6149
 LX6149.Superseded values are not recommended for survey control.
 LX6149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6149.See file dsdata.txt to determine how the superseded data were derived.
 LX6149
 LX6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0673996918(NAD 83)
 LX6149
 LX6149  HISTORY     - Date     Condition        Report By
 LX6149  HISTORY     - UNK      MONUMENTED
 LX6149  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6149  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6149  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 LX6149
 LX6149                          STATION DESCRIPTION
 LX6149
 LX6149'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6149'THIS LIGHT IS ON THE E SHORE OF THE CONNECTICUT RIVER, JUST N OF
 LX6149'ROCK LANDING, ON AN OUTCROP OF ROCK.  IT IS A RED SKELETON STEEL
 LX6149'STRUCTURE MOUNTED ON A CONCRETE BASE.  A WHITE TANK SITS AT THE
 LX6149'BASE, WITHIN THE LEGS.  THE LIGHT IS ABOUT 31 FEET ABOVE WATER
 LX6149'LEVEL AND ABOUT 20 FEET FROM NEAREST HIGH-WATER LINE.  TARGET
 LX6149'IS A BLACK DIAMOND SHAPE PAINTED ON A LARGER WHITE DIAMOND
 LX6149'SHAPE BACKGROUND.  THE LIGHT ITSELF IS UPPERMOST ON THE
 LX6149'STRUCTURE.
 LX6149
 LX6149                          STATION RECOVERY (1969)
 LX6149
 LX6149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6149'THE ROCK LANDING RANGE LIGHTS HAVE BEEN MOVED UPRIVER.  HOWEVER,
 LX6149'IT IS BELIEVED THAT ROCK LANDING POINT LIGHT 52A OCCUPIES THE
 LX6149'SAME POSITION AS THE OLD FRONT RANGE LIGHT.  MEASUREMENTS AND
 LX6149'DIRECTIONS FROM NO. 174 (U.S.E.), 1934, PLACE LIGHT 52A IN
 LX6149'THE SAME LOCATION AS THE OLD FRONT RANGE LIGHT.  ALSO, THERE
 LX6149'IS NO EVIDENCE OF ANOTHER LIGHT HAVING BEEN IN THE AREA.
 LX6149'
 LX6149'THE STATION SHOULD PROBABLY BE CONSIDERED RECOVERED.  THE 1948
 LX6149'RECOVERY NOTE, BY R.J.S., IS ADEQUATE, EXCEPT THAT THERE IS NO
 LX6149'TRIANGULAR DAYMARK ON THE STRUCTURE AND THE LIGHT IS NOW
 LX6149'NUMBERED 52A.
 LX6149
 LX6149                          STATION RECOVERY (1997)
 LX6149
 LX6149'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6148 ***********************************************************************
 LX6148  DESIGNATION -  ROCK LANDING REAR RANGE LT
 LX6148  PID         -  LX6148
 LX6148  STATE/COUNTY-  CT/MIDDLESEX
 LX6148  USGS QUAD   -  HADDAM (1971)
 LX6148
 LX6148                         *CURRENT SURVEY CONTROL
 LX6148  ___________________________________________________________________
 LX6148* NAD 83(1996)-  41 29 49.48319(N)    072 31 19.88490(W)     ADJUSTED  
 LX6148* NAVD 88     -                                                        
 LX6148  ___________________________________________________________________
 LX6148  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX6148  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX6148
 LX6148  HORZ ORDER  -  THIRD
 LX6148
 LX6148.The horizontal coordinates were established by classical geodetic methods
 LX6148.and adjusted by the National Geodetic Survey in August 1998..
 LX6148
 LX6148
 LX6148.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6148
 LX6148.The geoid height was determined by GEOID03.
 LX6148
 LX6148;                    North         East     Units Scale Factor Converg.
 LX6148;SPC CT       -   226,139.694   323,822.367   MT  0.99998334   +0 09 03.8
 LX6148;SPC CT       -   741,926.65  1,062,407.22   sFT  0.99998334   +0 09 03.8
 LX6148;UTM  18      - 4,596,904.023   706,822.142   MT  1.00012644   +1 38 32.4
 LX6148
 LX6148                          SUPERSEDED SURVEY CONTROL
 LX6148
 LX6148  NAD 83(1992)-  41 29 49.48245(N)    072 31 19.88477(W) AD(       ) 4
 LX6148  NAD 83(1986)-  41 29 49.48438(N)    072 31 19.88717(W) AD(       ) 4
 LX6148  NAD 27      -  41 29 49.12200(N)    072 31 21.57800(W) AD(       ) 3
 LX6148
 LX6148.Superseded values are not recommended for survey control.
 LX6148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6148.See file dsdata.txt to determine how the superseded data were derived.
 LX6148
 LX6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0682296904(NAD 83)
 LX6148
 LX6148  HISTORY     - Date     Condition        Report By
 LX6148  HISTORY     - UNK      MONUMENTED
 LX6148  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6148  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6148  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 LX6148
 LX6148                          STATION DESCRIPTION
 LX6148
 LX6148'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6148'THIS LIGHT IS LOCATED ON THE E SHORE OF THE CONNECTICUT
 LX6148'RIVER, JUST N OF ROCK LANDING AND 2 METERS FROM THE HIGH-WATER
 LX6148'LINE.  THE LIGHT IS APPROXIMATELY 50 FEET ABOVE WATER LEVEL.  THE
 LX6148'STRUCTURE IS OF RED SKELETON STEEL AND HAS A WHITE TANK
 LX6148'ENCLOSED WITHIN THE LEGS, ABOUT 10 FEET ABOVE GROUND.  THE TARGET
 LX6148'IS A BLACK SQUARE SHAPE FIGURE ON A LARGER WHITE SQUARE
 LX6148'BACKGROUND.  THE NUMERALS 54 ARE PAINTED ON THE WHITE TANK.
 LX6148
 LX6148                          STATION RECOVERY (1969)
 LX6148
 LX6148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6148'THIS LIGHT HAS BEEN REMOVED AND PLACED ABOUT 400 FEET
 LX6148'UPSTREAM.  THE OLD BASE (4 FOOTINGS) REMAIN AND THE TRIANGULATION
 LX6148'POSITION COULD BE DETERMINED IF NECESSARY.
 LX6148
 LX6148                          STATION RECOVERY (1997)
 LX6148
 LX6148'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3319 ***********************************************************************
 LW3319  DESIGNATION -  ROCK RIDGE
 LW3319  PID         -  LW3319
 LW3319  STATE/COUNTY-  CT/NEW LONDON
 LW3319  USGS QUAD   -  WATCH HILL (1984)
 LW3319
 LW3319                         *CURRENT SURVEY CONTROL
 LW3319  ___________________________________________________________________
 LW3319* NAD 83(1996)-  41 22 01.69654(N)    071 50 29.01954(W)     ADJUSTED  
 LW3319* NAVD 88     -        27.     (meters)      89.     (feet)  SCALED    
 LW3319  ___________________________________________________________________
 LW3319  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LW3319  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LW3319
 LW3319  HORZ ORDER  -  THIRD
 LW3319
 LW3319.The horizontal coordinates were established by classical geodetic methods
 LW3319.and adjusted by the National Geodetic Survey in August 1998..
 LW3319
 LW3319.The orthometric height was scaled from a topographic map.
 LW3319
 LW3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3319
 LW3319.The geoid height was determined by GEOID03.
 LW3319
 LW3319;                    North         East     Units Scale Factor Converg.
 LW3319;SPC CT       -   212,082.987   380,818.191   MT  0.99998734   +0 36 08.9
 LW3319;SPC CT       -   695,808.93  1,249,401.01   sFT  0.99998734   +0 36 08.9
 LW3319;SPC RI       -    31,574.887    71,436.856   MT  1.00000379   -0 13 32.2
 LW3319;SPC RI       -   103,591.94    234,372.42   sFT  1.00000379   -0 13 32.2
 LW3319;SPC NY L     -   135,538.727   480,591.336   MT  1.00003557   +1 24 42.9
 LW3319;SPC NY L     -   444,679.97  1,576,740.07   sFT  1.00003557   +1 24 42.9
 LW3319;UTM  19      - 4,583,410.219   262,352.806   MT  1.00029509   -1 52 43.3
 LW3319
 LW3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3319!SPC CT       -   1.00000061  x   0.99998734  =   0.99998795
 LW3319!SPC RI       -   1.00000061  x   1.00000379  =   1.00000440
 LW3319!SPC NY L     -   1.00000061  x   1.00003557  =   1.00003618
 LW3319!UTM  19      -   1.00000061  x   1.00029509  =   1.00029570
 LW3319
 LW3319|---------------------------------------------------------------------|
 LW3319| PID    Reference Object                     Distance      Geod. Az  |
 LW3319|                                                           dddmmss.s |
 LW3319| CB8483 ROCK RIDGE RM 2                      17.740 METERS 04225     |
 LW3319| LW3324 PAWCATUCK AMERICAN THREAD TANK      APPROX. 0.6 KM 1593507.2 |
 LW3319| CB8482 ROCK RIDGE RM 1                      13.000 METERS 33250     |
 LW3319|---------------------------------------------------------------------|
 LW3319
 LW3319                          SUPERSEDED SURVEY CONTROL
 LW3319
 LW3319  NAD 83(1992)-  41 22 01.69524(N)    071 50 29.01876(W) AD(       ) 3
 LW3319  NAD 83(1986)-  41 22 01.69459(N)    071 50 29.02059(W) AD(       ) 3
 LW3319  NAD 27      -  41 22 01.35000(N)    071 50 30.78100(W) AD(       ) 3
 LW3319
 LW3319.Superseded values are not recommended for survey control.
 LW3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3319.See file dsdata.txt to determine how the superseded data were derived.
 LW3319
 LW3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF6235383410(NAD 83)
 LW3319_MARKER: DS = TRIANGULATION STATION DISK
 LW3319_SETTING: 66 = SET IN ROCK OUTCROP
 LW3319_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3319+STABILITY: POSITION/ELEVATION WELL
 LW3319
 LW3319  HISTORY     - Date     Condition        Report By
 LW3319  HISTORY     - 1934     MONUMENTED       CGS
 LW3319  HISTORY     - 1954     GOOD             CGS
 LW3319  HISTORY     - 1988     GOOD             USPSQD
 LW3319
 LW3319                          STATION DESCRIPTION
 LW3319
 LW3319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3319'THE STATION IS LOCATED ON THE HIGH ROCKY RIDGE ABOUT 330 METERS
 LW3319'WESTERLY OF THE PAWCATUCK RIVER AND ONE MILE S OF THE CENTER OF
 LW3319'THE VILLAGE OF PAWCATUCK AND IS NORTHWESTERLY OF THE AMERICAN
 LW3319'THREAD MILLS.  THE STATION IS MARKED BY A STANDARD DISC SET IN A
 LW3319'DRILL HOLE ON THE FIRST BENCH BELOW THE TOP OF THE HILL AND IS NE
 LW3319'OF A SHEET-METAL HOUSE.
 LW3319'
 LW3319'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3319'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LW3319'NO. 1 AND NO. 2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING
 LW3319'BEDROCK AS DESCRIBED IN NOTE 12A.
 LW3319'
 LW3319'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN DRILL
 LW3319'HOLES IN LEDGE WESTERLY AND NORTHEASTERLY OF THE STATION
 LW3319'RESPECTIVELY.
 LW3319'
 LW3319'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3319
 LW3319                          STATION RECOVERY (1954)
 LW3319
 LW3319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3319'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LW3319'DISTANCES TO THE REFERENCE MARKS WERE MEASURED WITH A STEEL TAPE
 LW3319'AND FOUND TO BE CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE
 LW3319'WITH THE FOLLOWING ADDITIONS--
 LW3319'
 LW3319'STATION MARK IS STAMPED ROCK RIDGE 1934.
 LW3319'
 LW3319'REFERENCE MARK 1 IS STAMPED ROCK RIDGE NO 1 1934.
 LW3319'
 LW3319'REFERENCE MARK 2 IS STAMPED ROCK RIDGE NO 2 1934.
 LW3319
 LW3319                          STATION RECOVERY (1988)
 LW3319
 LW3319'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHW)
 LW3319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7100 ***********************************************************************
 LX7100  DESIGNATION -  ROCKLEDGE
 LX7100  PID         -  LX7100
 LX7100  STATE/COUNTY-  CT/HARTFORD
 LX7100  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7100
 LX7100                         *CURRENT SURVEY CONTROL
 LX7100  ___________________________________________________________________
 LX7100* NAD 83(1996)-  41 44 36.70444(N)    072 44 42.05773(W)     ADJUSTED  
 LX7100* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 LX7100  ___________________________________________________________________
 LX7100  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 LX7100  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX7100
 LX7100  HORZ ORDER  -  SECOND
 LX7100
 LX7100.The horizontal coordinates were established by classical geodetic methods
 LX7100.and adjusted by the National Geodetic Survey in August 1998..
 LX7100
 LX7100.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7100
 LX7100.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7100
 LX7100.The geoid height was determined by GEOID03.
 LX7100
 LX7100;                    North         East     Units Scale Factor Converg.
 LX7100;SPC CT       -   253,486.456   305,215.185   MT  0.99998983   +0 00 11.9
 LX7100;SPC CT       -   831,646.81  1,001,360.15   sFT  0.99998983   +0 00 11.9
 LX7100;UTM  18      - 4,623,758.535   687,506.010   MT  1.00003267   +1 30 06.5
 LX7100
 LX7100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7100!SPC CT       -   0.99999558  x   0.99998983  =   0.99998541
 LX7100!UTM  18      -   0.99999558  x   1.00003267  =   1.00002825
 LX7100
 LX7100|---------------------------------------------------------------------|
 LX7100| PID    Reference Object                     Distance      Geod. Az  |
 LX7100|                                                           dddmmss.s |
 LX7100| CZ7843 ROCKLEDGE RM 2                       15.481 METERS 16417     |
 LX7100| LX7098 5506                                452.796 METERS 1710642.0 |
 LX7100| LX7099 5506 RM 3                           429.912 METERS 1710640.9 |
 LX7100| CZ7842 ROCKLEDGE RM 1                       17.444 METERS 35308     |
 LX7100| LX7102 5507 RM 1                           231.619 METERS 35824     |
 LX7100| LX7101 5507                                213.813 METERS 35825     |
 LX7100|---------------------------------------------------------------------|
 LX7100
 LX7100                          SUPERSEDED SURVEY CONTROL
 LX7100
 LX7100  NAD 83(1996)-  41 44 36.70398(N)    072 44 42.05773(W) AD(       ) 2
 LX7100  NAD 83(1992)-  41 44 36.70419(N)    072 44 42.05792(W) AD(       ) 2
 LX7100  NAD 83(1992)-  41 44 36.70559(N)    072 44 42.05939(W) AD(       ) 2
 LX7100  NAD 83(1986)-  41 44 36.70579(N)    072 44 42.05956(W) AD(       ) 2
 LX7100  NAD 27      -  41 44 36.34333(N)    072 44 43.71437(W) AD(       ) 2
 LX7100  NGVD 29 (07/19/86)   57.7    (m)          189.     (f) VERT ANG       
 LX7100
 LX7100.Superseded values are not recommended for survey control.
 LX7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7100.See file dsdata.txt to determine how the superseded data were derived.
 LX7100
 LX7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8750623759(NAD 83)
 LX7100_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7100+STABILITY: SURFACE MOTION
 LX7100
 LX7100  HISTORY     - Date     Condition        Report By
 LX7100  HISTORY     - 1978     MONUMENTED       NGS
 LX7100
 LX7100                          STATION DESCRIPTION
 LX7100
 LX7100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7100'THE STATION IS LOCATED IN THE TOWN OF WEST HARTFORD ALONG
 LX7100'SOUTH MAIN STREET BETWEEN ROCKLEDGE STREET AND BENTWOOD STREET
 LX7100'IN A SMALL CLEARING THAT OVERLOOKS THE ROCKLEDGE COUNTRY CLUB
 LX7100'GOLF COURSE ON PROPERTY OWNED BY THE CITY OF WEST HARTFORD.
 LX7100'PERMISSION WAS GRANTED BY MR. BILL FARRELL, ENGINEER FOR THE
 LX7100'CITY OF WEST HARTFORD, CONNECTICUT, WHOSE TELEPHONE
 LX7100'NUMBER IS 203-236-3231.
 LX7100'
 LX7100'TO REACH THE STATION FROM THE INTERSECTION OF FARMINGTON AVENUE
 LX7100'AND SOUTH MAIN STREET IN WEST HARTFORD, GO SOUTH ON SOUTH MAIN
 LX7100'STREET FOR 0.15 MILE TO THE WEST HARTFORD CITY HALL ON THE
 LX7100'LEFT.  CONTINUE SOUTH ON SOUTH MAIN STREET FOR 1.15 MILE TO THE
 LX7100'CLEARING OVERLOOKING THE GOLF COURSE, THE VICINITY OF POWER
 LX7100'POLE 2994, AND THE STATION ALL TO THE RIGHT.
 LX7100'
 LX7100'THE STATION MARKS ARE STANDARD DISKS STAMPED---ROCKLEDGE
 LX7100'1978---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 LX7100'CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 LX7100'AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.  IT IS 35.5
 LX7100'FEET WEST OF THE CENTER LINE OF SOUTH MAIN STREET AND 52.0
 LX7100'FEET SOUTH-SOUTHWEST OF POWER POLE 2994.  THE UNDERGROUND
 LX7100'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 LX7100'40 INCHES BELOW THE GROUND SURFACE.
 LX7100'
 LX7100'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---ROCKLEDGE
 LX7100'NO 1 1978---SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX7100'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 37.5 FEET
 LX7100'WEST OF THE CENTER LINE OF SOUTH MAIN STREET AND 17.3 FEET
 LX7100'WEST-NORTHWEST OF POWER POLE 2994.
 LX7100'
 LX7100'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ROCKLEDGE
 LX7100'NO 2 1978---SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 LX7100'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 26.5 FEET
 LX7100'WEST OF THE CENTER LINE OF SOUTH MAIN STREET AND 13.0 FEET
 LX7100'NORTHWEST OF POWER POLE 2995.
 LX7100'
 LX7100'CONNECTICUT GEODETIC SURVEY STATIONS 5506 CTGS AND
 LX7100'5507 CTGS CAN BE USED AS AZIMUTH MARKS.
 LX7100'
 LX7100'THE HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 LX7100'
 LX7100'DESCRIBED BY BRYAN K. MEZGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5001 ***********************************************************************
 LX5001  DESIGNATION -  ROCKVILLE
 LX5001  PID         -  LX5001
 LX5001  STATE/COUNTY-  CT/TOLLAND
 LX5001  USGS QUAD   -  ROCKVILLE (1984)
 LX5001
 LX5001                         *CURRENT SURVEY CONTROL
 LX5001  ___________________________________________________________________
 LX5001* NAD 83(1996)-  41 51 47.53607(N)    072 26 38.73029(W)     ADJUSTED  
 LX5001* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 LX5001  ___________________________________________________________________
 LX5001  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LX5001  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX5001
 LX5001  HORZ ORDER  -  THIRD
 LX5001
 LX5001.The horizontal coordinates were established by classical geodetic methods
 LX5001.and adjusted by the National Geodetic Survey in August 1998..
 LX5001
 LX5001.The orthometric height was scaled from a topographic map.
 LX5001
 LX5001.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5001
 LX5001.The geoid height was determined by GEOID03.
 LX5001
 LX5001;                    North         East     Units Scale Factor Converg.
 LX5001;SPC CT       -   266,823.616   330,199.489   MT  0.99999965   +0 12 10.2
 LX5001;SPC CT       -   875,403.81  1,083,329.49   sFT  0.99999965   +0 12 10.2
 LX5001;SPC MA M     -   846,309.296   121,617.005   MT  0.99998180   -0 38 03.0
 LX5001;SPC MA M     - 2,776,599.75    399,005.12   sFT  0.99998180   -0 38 03.0
 LX5001;UTM  18      - 4,637,746.896   712,134.807   MT  1.00015379   +1 42 22.8
 LX5001
 LX5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5001!SPC CT       -   0.99997201  x   0.99999965  =   0.99997166
 LX5001!SPC MA M     -   0.99997201  x   0.99998180  =   0.99995381
 LX5001!UTM  18      -   0.99997201  x   1.00015379  =   1.00012580
 LX5001
 LX5001|---------------------------------------------------------------------|
 LX5001| PID    Reference Object                     Distance      Geod. Az  |
 LX5001|                                                           dddmmss.s |
 LX5001| CZ7844 ROCKVILLE RM 1                       34.022 METERS 12608     |
 LX5001| LX4999 BOX HILL RESET                      APPROX. 7.1 KM 1874045.2 |
 LX5001| CZ7845 ROCKVILLE RM 2                       56.979 METERS 22637     |
 LX5001| LX5038 ELLINGTON CONG CHURCH SPIRE         APPROX. 4.9 KM 3344554.3 |
 LX5001|---------------------------------------------------------------------|
 LX5001
 LX5001                          SUPERSEDED SURVEY CONTROL
 LX5001
 LX5001  NAD 83(1996)-  41 51 47.53581(N)    072 26 38.73032(W) AD(       ) 3
 LX5001  NAD 83(1992)-  41 51 47.53626(N)    072 26 38.73056(W) AD(       ) 3
 LX5001  NAD 83(1992)-  41 51 47.53667(N)    072 26 38.73130(W) AD(       ) 3
 LX5001  NAD 83(1986)-  41 51 47.53752(N)    072 26 38.73122(W) AD(       ) 3
 LX5001  NAD 27      -  41 51 47.18500(N)    072 26 40.43000(W) AD(       ) 3
 LX5001
 LX5001.Superseded values are not recommended for survey control.
 LX5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5001.See file dsdata.txt to determine how the superseded data were derived.
 LX5001
 LX5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1213537747(NAD 83)
 LX5001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5001+STABILITY: SURFACE MOTION
 LX5001
 LX5001  HISTORY     - Date     Condition        Report By
 LX5001  HISTORY     - 1936     MONUMENTED       CTGS
 LX5001
 LX5001                          STATION DESCRIPTION
 LX5001
 LX5001'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX5001'ON A PROMINENT HILL IN THE SOUTHEAST EDGE OF ROCKVILLE, IN THE
 LX5001'CITY PARK, ON THE SUMMIT OF THIS HILL, IN AN OVAL LAWN WITH A
 LX5001'DRIVEWAY AROUND IT, ABOUT 10 FEET WEST OF A LIGHT POLE.  THE
 LX5001'STATION IS STAMPED ROCKVILLE-1936, AND IS FLUSH WITH THE GROUND.
 LX5001'
 LX5001'TO REACH FROM THE STOP LIGHT NEAR THE TOWN HALL IN ROCKVILLE,
 LX5001'GO SOUTH ON MARKET ST. 0.1 MILE TO THE RAILROAD CROSSING.  CONTINUE
 LX5001'PAST BROOKLYN ST., UPHILL 0.1 MILE TO HIGH ST.  TURN LEFT ON
 LX5001'HIGH ST. AND TO 0.1 MILE TO T.  TURN SHARP RIGHT AND GO 0.05
 LX5001'MILE TO Y.  BEAR RIGHT ON WINDING ROAD 0.3 MILE TO Y.  BEAR LEFT
 LX5001'0.1 MILE TO SMALL PARK OVERLOOKING ROCKVILLE.
 LX5001'
 LX5001'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX5001'CONCRETE AND IN OUTCROPPING BEDROCK, NOTES 1A, 12A AND 11A.
 LX5001'
 LX5001'REFERENCE MARK NO. 1 IS 111.62 FEET SOUTHEAST OF STATION, AND
 LX5001'IS STAMPED R.M.NO.1 - ROCKVILLE-1936.  REFERENCE MARK NO. 2 IS
 LX5001'186.94 FEET SOUTHWEST OF THE STATION, AND IS STAMPED R.M.NO.2 -
 LX5001'ROCKVILLE-1936.
 LX5001'
 LX5001'HEIGHT OF LIGHT ABOVE STATION MARK 8.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5018 ***********************************************************************
 LX5018  DESIGNATION -  ROCKVILLE VETERANS MEMORIAL
 LX5018  PID         -  LX5018
 LX5018  STATE/COUNTY-  CT/TOLLAND
 LX5018  USGS QUAD   -  ROCKVILLE (1984)
 LX5018
 LX5018                         *CURRENT SURVEY CONTROL
 LX5018  ___________________________________________________________________
 LX5018* NAD 83(1996)-  41 51 47.47955(N)    072 26 39.33796(W)     ADJUSTED  
 LX5018* NAVD 88     -                                                        
 LX5018  ___________________________________________________________________
 LX5018  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 LX5018  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX5018
 LX5018  HORZ ORDER  -  THIRD
 LX5018
 LX5018.The horizontal coordinates were established by classical geodetic methods
 LX5018.and adjusted by the National Geodetic Survey in August 1998..
 LX5018
 LX5018
 LX5018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5018
 LX5018.The geoid height was determined by GEOID03.
 LX5018
 LX5018;                    North         East     Units Scale Factor Converg.
 LX5018;SPC CT       -   266,821.823   330,185.481   MT  0.99999965   +0 12 09.8
 LX5018;SPC CT       -   875,397.93  1,083,283.53   sFT  0.99999965   +0 12 09.8
 LX5018;UTM  18      - 4,637,744.736   712,120.849   MT  1.00015371   +1 42 22.4
 LX5018
 LX5018                          SUPERSEDED SURVEY CONTROL
 LX5018
 LX5018  NAD 83(1996)-  41 51 47.47926(N)    072 26 39.33801(W) AD(       ) 4
 LX5018  NAD 83(1992)-  41 51 47.47964(N)    072 26 39.33827(W) AD(       ) 4
 LX5018  NAD 83(1992)-  41 51 47.48020(N)    072 26 39.33893(W) AD(       ) 4
 LX5018  NAD 83(1986)-  41 51 47.48092(N)    072 26 39.33901(W) AD(       ) 4
 LX5018  NAD 27      -  41 51 47.12863(N)    072 26 41.03867(W) AD(       ) 3
 LX5018
 LX5018.Superseded values are not recommended for survey control.
 LX5018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5018.See file dsdata.txt to determine how the superseded data were derived.
 LX5018
 LX5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1212137745(NAD 83)
 LX5018_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5018
 LX5018  HISTORY     - Date     Condition        Report By
 LX5018  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX5018
 LX5018                          STATION DESCRIPTION
 LX5018
 LX5018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5018'THE STATION, IS THE TOP CENTER OF THE ROCKVILLE VETERANS MEMORIAL.
 LX5018'IT IS ABOUT 40 FEET IN HEIGHT AND GRAY IN COLOR.
 LX5018'
 LX5018'THE STATION IS LOCATED IN THE TOWN OF ROCKVILLE, ON A
 LX5018'HILL KNOWN AS FOX HILL.
 LX5018'
 LX5018'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7060 ***********************************************************************
 LX7060  DESIGNATION -  ROCKY HILL
 LX7060  PID         -  LX7060
 LX7060  STATE/COUNTY-  CT/HARTFORD
 LX7060  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7060
 LX7060                         *CURRENT SURVEY CONTROL
 LX7060  ___________________________________________________________________
 LX7060* NAD 83(1996)-  41 39 07.72336(N)    072 38 36.04729(W)     ADJUSTED  
 LX7060* NAVD 88     -        59.     (meters)     194.     (feet)  SCALED    
 LX7060  ___________________________________________________________________
 LX7060  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX7060  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX7060
 LX7060  HORZ ORDER  -  THIRD
 LX7060
 LX7060.The horizontal coordinates were established by classical geodetic methods
 LX7060.and adjusted by the National Geodetic Survey in August 1998..
 LX7060
 LX7060.The orthometric height was scaled from a topographic map.
 LX7060
 LX7060.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7060
 LX7060.The geoid height was determined by GEOID03.
 LX7060
 LX7060;                    North         East     Units Scale Factor Converg.
 LX7060;SPC CT       -   243,342.311   313,684.764   MT  0.99998527   +0 04 14.6
 LX7060;SPC CT       -   798,365.57  1,029,147.43   sFT  0.99998527   +0 04 14.6
 LX7060;UTM  18      - 4,613,838.507   696,238.334   MT  1.00007392   +1 34 00.3
 LX7060
 LX7060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7060!SPC CT       -   0.99999541  x   0.99998527  =   0.99998068
 LX7060!UTM  18      -   0.99999541  x   1.00007392  =   1.00006933
 LX7060
 LX7060:                Primary Azimuth Mark                     Grid Az
 LX7060:SPC CT       -  ROCKY HILL HALLS CUPOLA                  031 36 44.8
 LX7060:UTM  18      -  ROCKY HILL HALLS CUPOLA                  030 06 59.1
 LX7060
 LX7060|---------------------------------------------------------------------|
 LX7060| PID    Reference Object                     Distance      Geod. Az  |
 LX7060|                                                           dddmmss.s |
 LX7060| LX7056 ROCKY HILL HALLS CUPOLA             APPROX. 1.8 KM 0314059.4 |
 LX7060| LX7051 ROCKY HILL CONN FOUNDRY TANK        APPROX. 1.8 KM 0402712.6 |
 LX7060| LX6771 S GLASTONBURY FRONT RANGE LT        APPROX. 4.0 KM 0491119.9 |
 LX7060| LX6764 S GLASTONBURY REAR RANGE LT         APPROX. 3.9 KM 0500457.7 |
 LX7060| LX6769 TWO PIERS CHANNEL F RNG LT          APPROX. 3.8 KM 0504800.1 |
 LX7060| LX6770 TWO PIERS CHANNEL R RNG LT          APPROX. 3.8 KM 0510719.5 |
 LX7060| LX6762 GLASTONBURY GILBERTS TOWER          APPROX. 4.1 KM 0581754.4 |
 LX7060| LX6760 S GLASTONBURY EPIS CH TOWER         APPROX. 3.8 KM 0633404.2 |
 LX7060| LX6773 GLASTONBURY TOWNFARM GABLE          APPROX. 3.3 KM 0791041.7 |
 LX7060| LX6767 S GLASTONBURY ANDREWS BARN CUP      APPROX. 3.1 KM 1162916.8 |
 LX7060| CZ7849 ROCKY HILL RM 1                      20.090 METERS 18059     |
 LX7060| LX7064 ROCKY HILL STANDPIPE                 25.372 METERS 24101     |
 LX7060| CZ7850 ROCKY HILL RM 2                      21.670 METERS 24930     |
 LX7060| LX7016 ROCKY HILL VETERANS TANK            APPROX. 1.0 KM 3091357.3 |
 LX7060| LX7029 CEDAR CREST SANITARIUM TANK         APPROX. 8.3 KM 3180008.9 |
 LX7060| LX7026 ROCKY HILL HOLLYWOOD CLUB GAB       APPROX. 3.1 KM 3222001.8 |
 LX7060| LX7066 ROCKY HILL CATH CH SPIRE            APPROX. 1.5 KM 3594140.3 |
 LX7060|---------------------------------------------------------------------|
 LX7060
 LX7060                          SUPERSEDED SURVEY CONTROL
 LX7060
 LX7060  NAD 83(1996)-  41 39 07.72259(N)    072 38 36.04748(W) AD(       ) 3
 LX7060  NAD 83(1992)-  41 39 07.72282(N)    072 38 36.04738(W) AD(       ) 3
 LX7060  NAD 83(1992)-  41 39 07.72442(N)    072 38 36.04919(W) AD(       ) 3
 LX7060  NAD 83(1986)-  41 39 07.72468(N)    072 38 36.04908(W) AD(       ) 3
 LX7060  NAD 27      -  41 39 07.35900(N)    072 38 37.72000(W) AD(       ) 3
 LX7060
 LX7060.Superseded values are not recommended for survey control.
 LX7060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7060.See file dsdata.txt to determine how the superseded data were derived.
 LX7060
 LX7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9623813839(NAD 83)
 LX7060_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7060_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7060+STABILITY: SURFACE MOTION
 LX7060
 LX7060  HISTORY     - Date     Condition        Report By
 LX7060  HISTORY     - 1935     MONUMENTED       CGS
 LX7060  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7060
 LX7060                          STATION DESCRIPTION
 LX7060
 LX7060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7060'THE STATION IS ON THE PROPERTY OF THE ROCKY HILL INCORPORATED
 LX7060'DISTRICT BOARD OF WATER COMMISSION.  IT IS REACHED BY A PRIVATE
 LX7060'ROAD THAT TURNS WESTERLY OFF OF ROUTE 9, 1.2 MILES NORTHERLY OF
 LX7060'THE CROMWELL-ROCKY HILL TOWN LINE.  THE STATION IS MARKED BY A
 LX7060'STANDARD DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE
 LX7060'BLOCK FLUSH WITH THE GROUND IN THE NORTHEASTERLY CORNER OF THE
 LX7060'ENCLOSURE AROUND THE STANDPIPE AND IS 3.4 METERS W FROM THE E
 LX7060'FENCE LINE 3.25 METERS S OF THE NORTHERLY FENCE LINE AND 4.1
 LX7060'METERS FROM THE INTERSECTION OF THE TWO FENCES.  THE
 LX7060'SUB-SURFACE MARK IS A STANDARD DISK SET IN AN IRREGULAR MASS OF
 LX7060'CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX7060'
 LX7060'SURFACE, UNDERGROUND AND REFERENCE MARK NO.1 ARE STANDARD BRONZE
 LX7060'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX7060'
 LX7060'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF AN 8-
 LX7060'BY 8- BY 30-INCH CONCRETE POST NEAR THE E FENCE LINE JUST N OF
 LX7060'THE GATE AND IS S 7 DEG W OF THE STATION.  REFERENCE MARK NO.2
 LX7060'IS A STANDARD DISK SET IN A DRILL HOLE IN THE N SIDE OF THE
 LX7060'CONCRETE BASE OF THE STANDPIPE AND IS 76 DEG W OF THE STATION.
 LX7060'IT IS 0.5 METERS FROM THE STANDPIPE.
 LX7060'
 LX7060'HEIGHT OF SIGNAL ABOVE STATION MARK - 13 METERS.
 LX7060
 LX7060                          STATION RECOVERY (1971)
 LX7060
 LX7060'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX7060'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX7060'CONDITION.  THE DESCRIPTION IS ADEQUATE, BUT THE STATION IS 0.1
 LX7060'MILE WEST OF ROUTE 99 (MAIN STREET) THE ROAD TO THE WATER TANK
 LX7060'IS NORTH OF A 1-STY. FR. HO 2831.  STATION STAMPED ROCKY HILL
 LX7060'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7068 ***********************************************************************
 LX7068  DESIGNATION -  ROCKY HILL BELAMOSE STACK
 LX7068  PID         -  LX7068
 LX7068  STATE/COUNTY-  CT/HARTFORD
 LX7068  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7068
 LX7068                         *CURRENT SURVEY CONTROL
 LX7068  ___________________________________________________________________
 LX7068* NAD 83(1996)-  41 38 50.77919(N)    072 37 41.87806(W)     ADJUSTED  
 LX7068* NAVD 88     -                                                        
 LX7068  ___________________________________________________________________
 LX7068  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LX7068  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX7068
 LX7068  HORZ ORDER  -  THIRD
 LX7068
 LX7068.The horizontal coordinates were established by classical geodetic methods
 LX7068.and adjusted by the National Geodetic Survey in August 1998..
 LX7068
 LX7068
 LX7068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7068
 LX7068.The geoid height was determined by GEOID03.
 LX7068
 LX7068;                    North         East     Units Scale Factor Converg.
 LX7068;SPC CT       -   242,821.217   314,938.903   MT  0.99998511   +0 04 50.5
 LX7068;SPC CT       -   796,655.94  1,033,262.05   sFT  0.99998511   +0 04 50.5
 LX7068;UTM  18      - 4,613,350.287   697,505.766   MT  1.00008006   +1 34 35.8
 LX7068
 LX7068                          SUPERSEDED SURVEY CONTROL
 LX7068
 LX7068  NAD 83(1996)-  41 38 50.77850(N)    072 37 41.87814(W) AD(       ) 4
 LX7068  NAD 83(1992)-  41 38 50.77864(N)    072 37 41.87813(W) AD(       ) 4
 LX7068  NAD 83(1992)-  41 38 50.78033(N)    072 37 41.87988(W) AD(       ) 4
 LX7068  NAD 83(1986)-  41 38 50.78047(N)    072 37 41.87984(W) AD(       ) 4
 LX7068  NAD 27      -  41 38 50.41600(N)    072 37 43.55200(W) AD(       ) 3
 LX7068
 LX7068.Superseded values are not recommended for survey control.
 LX7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7068.See file dsdata.txt to determine how the superseded data were derived.
 LX7068
 LX7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9750613350(NAD 83)
 LX7068_MARKER: 63 = STACK
 LX7068
 LX7068  HISTORY     - Date     Condition        Report By
 LX7068  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7068  HISTORY     - 1948     GOOD             CGS
 LX7068  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX7068
 LX7068                          STATION DESCRIPTION
 LX7068
 LX7068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7068'THE BELAMOSE RAYON YARN CORPORATION PLANT IS E OF THE S END OF
 LX7068'THE PAVED ROAD THAT RUNS S OUT OF ROCKY HILL CENTER.  THE PLANT
 LX7068'IS A LONG ONE-STORY BRICK BUILDING WITH A SAW-TOOTHED ROOF.  THE
 LX7068'STACK IS ON THE W SIDE OF THE POWER PLANT.
 LX7068'
 LX7068'THERE ARE TWO TANKS ON THE N SIDE OF THE POWER PLANT.  THE
 LX7068'STACK IS ROUND AND MADE OF RED BRICK.
 LX7068'
 LX7068'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 125
 LX7068'FEET.
 LX7068
 LX7068                          STATION RECOVERY (1948)
 LX7068
 LX7068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7068'THIS STATION WAS RECOVERED IN GOOD CONDITION, BUT THE PLANT IS NOW
 LX7068'THE PROPERTY OF THE HARTFORD RAYON CORPORATION.
 LX7068
 LX7068                          STATION RECOVERY (1984)
 LX7068
 LX7068'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7068'STACK NO LONGER IN EXISTANCE.  HFD RAYON CORP. IS NOW ROCKY HILL
 LX7068'DIV. OF UNITED TECHNOLOGIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7069 ***********************************************************************
 LX7069  DESIGNATION -  ROCKY HILL BELAMOSE TALL TANK
 LX7069  PID         -  LX7069
 LX7069  STATE/COUNTY-  CT/HARTFORD
 LX7069  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7069
 LX7069                         *CURRENT SURVEY CONTROL
 LX7069  ___________________________________________________________________
 LX7069* NAD 83(1996)-  41 38 51.23582(N)    072 37 41.78626(W)     ADJUSTED  
 LX7069* NAVD 88     -                                                        
 LX7069  ___________________________________________________________________
 LX7069  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LX7069  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX7069
 LX7069  HORZ ORDER  -  THIRD
 LX7069
 LX7069.The horizontal coordinates were established by classical geodetic methods
 LX7069.and adjusted by the National Geodetic Survey in August 1998..
 LX7069
 LX7069
 LX7069.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7069
 LX7069.The geoid height was determined by GEOID03.
 LX7069
 LX7069;                    North         East     Units Scale Factor Converg.
 LX7069;SPC CT       -   242,835.308   314,941.007   MT  0.99998511   +0 04 50.6
 LX7069;SPC CT       -   796,702.17  1,033,268.95   sFT  0.99998511   +0 04 50.6
 LX7069;UTM  18      - 4,613,364.430   697,507.502   MT  1.00008007   +1 34 35.9
 LX7069
 LX7069                          SUPERSEDED SURVEY CONTROL
 LX7069
 LX7069  NAD 83(1996)-  41 38 51.23514(N)    072 37 41.78634(W) AD(       ) 4
 LX7069  NAD 83(1992)-  41 38 51.23528(N)    072 37 41.78634(W) AD(       ) 4
 LX7069  NAD 83(1992)-  41 38 51.23697(N)    072 37 41.78808(W) AD(       ) 4
 LX7069  NAD 83(1986)-  41 38 51.23712(N)    072 37 41.78804(W) AD(       ) 4
 LX7069  NAD 27      -  41 38 50.87400(N)    072 37 43.46200(W) AD(       ) 3
 LX7069
 LX7069.Superseded values are not recommended for survey control.
 LX7069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7069.See file dsdata.txt to determine how the superseded data were derived.
 LX7069
 LX7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9750813364(NAD 83)
 LX7069_MARKER: 51 = TANK
 LX7069
 LX7069  HISTORY     - Date     Condition        Report By
 LX7069  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7069  HISTORY     - 1948     GOOD             CGS
 LX7069  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX7069
 LX7069                          STATION DESCRIPTION
 LX7069
 LX7069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7069'THE BELAMOSE RAYON YARN CORPORATION IS E OF THE S END OF THE PAVED
 LX7069'ROAD THAT RUNS S OUT OF ROCKY HILL CENTER.
 LX7069'
 LX7069'THE PLANT IS A LONG ONE-STORY BRICK BUILDING WITH A SAW-TOOTHED
 LX7069'ROOF.  THE TALLER TANK IS AT THE NORTHWESTERLY CORNER OF THE POWER
 LX7069'PLANT.  THERE IS A SHORTER TANK TO THE E OF THE TALL ONE AND ON THE
 LX7069'N SIDE OF THE POWER PLANT.  THE TANK IS A CYLINDRICAL STEEL PLATED
 LX7069'STRUCTURE WITH A HEMI-SPHERICAL BOTTOM AND A CONICAL ROOF.  IT IS
 LX7069'SUPPORTED ON FOUR BUILT-UP STRUCTURAL STEEL COLUMNS.
 LX7069'
 LX7069'AT THE W CENTER OF THE POWER PLANT IS A RED-BRICK SMOKESTACK.
 LX7069'
 LX7069'THE STATION IS THE APEX OF THE TALL TANK.  HEIGHT ABOUT 125 FEET.
 LX7069
 LX7069                          STATION RECOVERY (1948)
 LX7069
 LX7069'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7069'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE BELAMOSE
 LX7069'RAYON CORPORATION IS NOW THE HARTFORD RAYON CORPORATION.
 LX7069
 LX7069                          STATION RECOVERY (1984)
 LX7069
 LX7069'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7069'TANK NO LONGER IN EXISTANCE.  HFD RAYON CORP. NOW ROCKY HILL DIV.
 LX7069'OF UNITED TECHNOLOGIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7071 ***********************************************************************
 LX7071  DESIGNATION -  ROCKY HILL BELAMOSE SHORT TANK
 LX7071  PID         -  LX7071
 LX7071  STATE/COUNTY-  CT/HARTFORD
 LX7071  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7071
 LX7071                         *CURRENT SURVEY CONTROL
 LX7071  ___________________________________________________________________
 LX7071* NAD 83(1996)-  41 38 50.71892(N)    072 37 40.62259(W)     ADJUSTED  
 LX7071* NAVD 88     -                                                        
 LX7071  ___________________________________________________________________
 LX7071  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX7071  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX7071
 LX7071  HORZ ORDER  -  THIRD
 LX7071
 LX7071.The horizontal coordinates were established by classical geodetic methods
 LX7071.and adjusted by the National Geodetic Survey in August 1998..
 LX7071
 LX7071
 LX7071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7071
 LX7071.The geoid height was determined by GEOID03.
 LX7071
 LX7071;                    North         East     Units Scale Factor Converg.
 LX7071;SPC CT       -   242,819.399   314,967.958   MT  0.99998511   +0 04 51.3
 LX7071;SPC CT       -   796,649.98  1,033,357.38   sFT  0.99998511   +0 04 51.3
 LX7071;UTM  18      - 4,613,349.228   697,534.861   MT  1.00008020   +1 34 36.6
 LX7071
 LX7071                          SUPERSEDED SURVEY CONTROL
 LX7071
 LX7071  NAD 83(1996)-  41 38 50.71823(N)    072 37 40.62266(W) AD(       ) 4
 LX7071  NAD 83(1992)-  41 38 50.71837(N)    072 37 40.62266(W) AD(       ) 4
 LX7071  NAD 83(1992)-  41 38 50.72006(N)    072 37 40.62440(W) AD(       ) 4
 LX7071  NAD 83(1986)-  41 38 50.72021(N)    072 37 40.62435(W) AD(       ) 4
 LX7071  NAD 27      -  41 38 50.35700(N)    072 37 42.29900(W) AD(       ) 3
 LX7071
 LX7071.Superseded values are not recommended for survey control.
 LX7071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7071.See file dsdata.txt to determine how the superseded data were derived.
 LX7071
 LX7071_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9753513349(NAD 83)
 LX7071_MARKER: 51 = TANK
 LX7071
 LX7071  HISTORY     - Date     Condition        Report By
 LX7071  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7071  HISTORY     - 1948     GOOD             CGS
 LX7071  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX7071
 LX7071                          STATION DESCRIPTION
 LX7071
 LX7071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7071'THE BELAMOSE RAYON YARN CORPORATION IS E OF THE S END OF THE PAVED
 LX7071'ROAD THAT RUNS S OUT OF ROCKY HILL CENTER.  THE PLANT IS A LONG
 LX7071'ONE-STORY BUILDING WITH A SAW-TOOTH ROOF.
 LX7071'
 LX7071'THE SHORT TANK IS ON THE N SIDE OF THE POWER PLANT.  W OF
 LX7071'THE SHORT TANK IS A TALLER TANK WHICH IS AT THE NORTHWESTERLY
 LX7071'CORNER OF THE POWER PLANT.  ON THE W SIDE OF THE POWER PLANT IS A
 LX7071'RED-BRICK SMOKESTACK.
 LX7071'
 LX7071'THE TANK IS A STEEL PLATE TURNIP-SHAPED STRUCTURE WITH A CONICAL
 LX7071'ROOF.  IT IS SUPPORTED ON FOUR BUILT-UP STEEL COLUMNS.
 LX7071'
 LX7071'THE STATION IS THE APEX OF THE TANK.  HEIGHT ABOUT 75 FEET.
 LX7071
 LX7071                          STATION RECOVERY (1948)
 LX7071
 LX7071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7071'STATION RECOVERED IN GOOD CONDITION.  THE BELAMOSE RAYON
 LX7071'CORPORATION IS NOW THE HARTFORD RAYON CORPORATION.
 LX7071
 LX7071                          STATION RECOVERY (1984)
 LX7071
 LX7071'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7071'TANK NO LONGER IN EXISTANCE.  HFD RAYON CORP NOW ROCKY HILL DIV. OF
 LX7071'UNITED TECHNOLOGIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7066 ***********************************************************************
 LX7066  DESIGNATION -  ROCKY HILL CATH CH SPIRE
 LX7066  PID         -  LX7066
 LX7066  STATE/COUNTY-  CT/HARTFORD
 LX7066  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7066
 LX7066                         *CURRENT SURVEY CONTROL
 LX7066  ___________________________________________________________________
 LX7066* NAD 83(1996)-  41 39 56.70291(N)    072 38 36.39554(W)     ADJUSTED  
 LX7066* NAVD 88     -                                                        
 LX7066  ___________________________________________________________________
 LX7066  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX7066  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX7066
 LX7066  HORZ ORDER  -  THIRD
 LX7066
 LX7066.The horizontal coordinates were established by classical geodetic methods
 LX7066.and adjusted by the National Geodetic Survey in August 1998..
 LX7066
 LX7066
 LX7066.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7066
 LX7066.The geoid height was determined by GEOID03.
 LX7066
 LX7066;                    North         East     Units Scale Factor Converg.
 LX7066;SPC CT       -   244,853.388   313,674.842   MT  0.99998579   +0 04 14.4
 LX7066;SPC CT       -   803,323.16  1,029,114.88   sFT  0.99998579   +0 04 14.4
 LX7066;UTM  18      - 4,615,348.943   696,188.955   MT  1.00007368   +1 34 01.6
 LX7066
 LX7066                          SUPERSEDED SURVEY CONTROL
 LX7066
 LX7066  NAD 83(1996)-  41 39 56.70230(N)    072 38 36.39582(W) AD(       ) 4
 LX7066  NAD 83(1992)-  41 39 56.70240(N)    072 38 36.39565(W) AD(       ) 4
 LX7066  NAD 83(1992)-  41 39 56.70409(N)    072 38 36.39748(W) AD(       ) 4
 LX7066  NAD 83(1986)-  41 39 56.70425(N)    072 38 36.39729(W) AD(       ) 4
 LX7066  NAD 27      -  41 39 56.33900(N)    072 38 38.06900(W) AD(       ) 3
 LX7066
 LX7066.Superseded values are not recommended for survey control.
 LX7066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7066.See file dsdata.txt to determine how the superseded data were derived.
 LX7066
 LX7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9618915349(NAD 83)
 LX7066
 LX7066  HISTORY     - Date     Condition        Report By
 LX7066  HISTORY     - UNK      MONUMENTED
 LX7066  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7066  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7066  HISTORY     - 19940922 MARK NOT FOUND   USPSQD
 LX7066
 LX7066                          STATION DESCRIPTION
 LX7066
 LX7066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7066'THE ST. JAMES CATHOLIC CHURCH OF ROCKY HILL WAS ERECTED IN
 LX7066'1881.  IT IS ON THE W SIDE OF CHAPIN AVENUE.  THE CHURCH IS A
 LX7066'FRAME BUILDING WITH A VERY STEEP GABLE ROOF.
 LX7066'
 LX7066'THE SPIRE IS AT THE FRONT OF THE CHURCH AND IN THE E AND W
 LX7066'CENTER LINE.  IT IS SQUARE JUST ABOVE THE ROOF AND HAS TWO
 LX7066'STEP BACKS THAT HAVE VERY FLAT ROOFS.  THE UPPER PART OF THE SPIRE
 LX7066'IS OCTAGONAL AND IS SIDED WITH WOODEN SHINGLE.  AT THE APEX OF THE
 LX7066'SPIRE IS A GOLDEN CROSS.
 LX7066'
 LX7066'THE STATION IS THE BASE OF THE CROSS AT THE APEX OF THE
 LX7066'SPIRE.  HEIGHT ABOUT 125 FEET.
 LX7066
 LX7066                          STATION RECOVERY (1948)
 LX7066
 LX7066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7066'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX7066
 LX7066                          STATION RECOVERY (1994)
 LX7066
 LX7066'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX7066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7032 ***********************************************************************
 LX7032  DESIGNATION -  ROCKY HILL CHUWS SILO
 LX7032  PID         -  LX7032
 LX7032  STATE/COUNTY-  CT/HARTFORD
 LX7032  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7032
 LX7032                         *CURRENT SURVEY CONTROL
 LX7032  ___________________________________________________________________
 LX7032* NAD 83(1996)-  41 39 54.44943(N)    072 41 27.21333(W)     ADJUSTED  
 LX7032* NAVD 88     -                                                        
 LX7032  ___________________________________________________________________
 LX7032  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LX7032  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7032
 LX7032  HORZ ORDER  -  THIRD
 LX7032
 LX7032.The horizontal coordinates were established by classical geodetic methods
 LX7032.and adjusted by the National Geodetic Survey in August 1998..
 LX7032
 LX7032
 LX7032.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7032
 LX7032.The geoid height was determined by GEOID03.
 LX7032
 LX7032;                    North         East     Units Scale Factor Converg.
 LX7032;SPC CT       -   244,780.077   309,723.224   MT  0.99998577   +0 02 21.1
 LX7032;SPC CT       -   803,082.64  1,016,150.28   sFT  0.99998577   +0 02 21.1
 LX7032;UTM  18      - 4,615,172.451   692,240.290   MT  1.00005480   +1 32 07.8
 LX7032
 LX7032                          SUPERSEDED SURVEY CONTROL
 LX7032
 LX7032  NAD 83(1996)-  41 39 54.44877(N)    072 41 27.21390(W) AD(       ) 4
 LX7032  NAD 83(1992)-  41 39 54.44889(N)    072 41 27.21361(W) AD(       ) 4
 LX7032  NAD 83(1992)-  41 39 54.45062(N)    072 41 27.21517(W) AD(       ) 4
 LX7032  NAD 83(1986)-  41 39 54.45077(N)    072 41 27.21469(W) AD(       ) 4
 LX7032  NAD 27      -  41 39 54.08400(N)    072 41 28.90700(W) AD(       ) 3
 LX7032
 LX7032.Superseded values are not recommended for survey control.
 LX7032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7032.See file dsdata.txt to determine how the superseded data were derived.
 LX7032
 LX7032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9224015172(NAD 83)
 LX7032
 LX7032  HISTORY     - Date     Condition        Report By
 LX7032  HISTORY     - 1935     MONUMENTED       CGS
 LX7032
 LX7032                          STATION DESCRIPTION
 LX7032
 LX7032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7032'THE FARM OF WILLIAM CHUW IS NORTHERLY OF SCHOOLHOUSE HILL.  THE
 LX7032'BARN IS A LONG NARROW FRAME BUILDING WITH A COMPOSITION ROOF AND
 LX7032'HAS TWO METAL VENTILATORS IN THE RIDGEPOLE.  THERE IS A DAIRY
 LX7032'HOUSE ON THE S SIDE OF THE BARN AT THE E END.
 LX7032'
 LX7032'THE WOODEN SILO IS ON THE NORTHERLY SIDE OF BARN NEAR THE
 LX7032'W END.  IT HAS A METAL CONICAL ROOF.
 LX7032'
 LX7032'THE STATION IS THE CENTER LINE OF THE SILO.  HEIGHT ABOUT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7051 ***********************************************************************
 LX7051  DESIGNATION -  ROCKY HILL CONN FOUNDRY TANK
 LX7051  PID         -  LX7051
 LX7051  STATE/COUNTY-  CT/HARTFORD
 LX7051  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7051
 LX7051                         *CURRENT SURVEY CONTROL
 LX7051  ___________________________________________________________________
 LX7051* NAD 83(1996)-  41 39 51.02892(N)    072 37 46.80078(W)     ADJUSTED  
 LX7051* NAVD 88     -                                                        
 LX7051  ___________________________________________________________________
 LX7051  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX7051  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX7051
 LX7051  HORZ ORDER  -  THIRD
 LX7051
 LX7051.The horizontal coordinates were established by classical geodetic methods
 LX7051.and adjusted by the National Geodetic Survey in August 1998..
 LX7051
 LX7051
 LX7051.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7051
 LX7051.The geoid height was determined by GEOID03.
 LX7051
 LX7051;                    North         East     Units Scale Factor Converg.
 LX7051;SPC CT       -   244,679.844   314,822.401   MT  0.99998573   +0 04 47.2
 LX7051;SPC CT       -   802,753.79  1,032,879.83   sFT  0.99998573   +0 04 47.2
 LX7051;UTM  18      - 4,615,205.413   697,340.759   MT  1.00007925   +1 34 34.4
 LX7051
 LX7051                          SUPERSEDED SURVEY CONTROL
 LX7051
 LX7051  NAD 83(1996)-  41 39 51.02825(N)    072 37 46.80087(W) AD(       ) 4
 LX7051  NAD 83(1992)-  41 39 51.02841(N)    072 37 46.80086(W) AD(       ) 4
 LX7051  NAD 83(1992)-  41 39 51.03004(N)    072 37 46.80258(W) AD(       ) 4
 LX7051  NAD 83(1986)-  41 39 51.03024(N)    072 37 46.80252(W) AD(       ) 4
 LX7051  NAD 27      -  41 39 50.66300(N)    072 37 48.47700(W) AD(       ) 3
 LX7051
 LX7051.Superseded values are not recommended for survey control.
 LX7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7051.See file dsdata.txt to determine how the superseded data were derived.
 LX7051
 LX7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9734115205(NAD 83)
 LX7051_MARKER: 51 = TANK
 LX7051
 LX7051  HISTORY     - Date     Condition        Report By
 LX7051  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7051  HISTORY     - 1969     GOOD             CGS
 LX7051  HISTORY     - 1984     GOOD             USPSQD
 LX7051  HISTORY     - 19940922 GOOD             USPSQD
 LX7051
 LX7051                          STATION DESCRIPTION
 LX7051
 LX7051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7051'THE CONNECTICUT FOUNDRY COMPANY IS ON THE W BANK OF THE
 LX7051'CONNECTICUT RIVER E OF ROCKY HILL TOWN CENTER AND JUST E OF
 LX7051'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.  THE PLANT IS A
 LX7051'BROWN BRICK BUILDING WITH A FLAT TAR AND GRAVEL ROOF.  THE TANK
 LX7051'IS AT THE SOUTHEASTERLY CORNER OF THE PLANT.  IT IS A STEEL
 LX7051'PLATE TURNIP-SHAPED STRUCTURE SUPPORTED ON FOUR BUILT UP
 LX7051'STRUCTURAL STEEL COLUMNS.  IT HAS CONNECTICUT FOUNDRY COMPANY IN
 LX7051'LARGE WHITE LETTERS ON THE W SIDE.  THE STRUCTURE IS
 LX7051'PAINTED BLACK.  THE STATION IS THE APEX OF THE TANK.  HEIGHT
 LX7051'ABOUT 125 FEET.
 LX7051
 LX7051                          STATION RECOVERY (1969)
 LX7051
 LX7051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX7051'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX7051'IS ADEQUATE WITH THE FOLLOWING CORRECTION--THE STRUCTURE IS NOW
 LX7051'PAINTED SILVER AND HAS BLACK LETTERING.
 LX7051
 LX7051                          STATION RECOVERY (1984)
 LX7051
 LX7051'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7051'STATION RECOVERED, FAIR CONDITION, COLOR LIGHT GRAY, NO LETTERING
 LX7051'ON TANK.  BUILDINGS STILL AS DESCRIBED IN 1935, WITH EXCEPTION
 LX7051'BUILDING NOW VACANT CONN FOUNDRY NO LONGER IN BUSINESS.
 LX7051
 LX7051                          STATION RECOVERY (1994)
 LX7051
 LX7051'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX7051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7056 ***********************************************************************
 LX7056  DESIGNATION -  ROCKY HILL HALLS CUPOLA
 LX7056  PID         -  LX7056
 LX7056  STATE/COUNTY-  CT/HARTFORD
 LX7056  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7056
 LX7056                         *CURRENT SURVEY CONTROL
 LX7056  ___________________________________________________________________
 LX7056* NAD 83(1996)-  41 39 57.20681(N)    072 37 55.31519(W)     ADJUSTED  
 LX7056* NAVD 88     -                                                        
 LX7056  ___________________________________________________________________
 LX7056  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX7056  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX7056
 LX7056  HORZ ORDER  -  THIRD
 LX7056
 LX7056.The horizontal coordinates were established by classical geodetic methods
 LX7056.and adjusted by the National Geodetic Survey in August 1998..
 LX7056
 LX7056
 LX7056.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7056
 LX7056.The geoid height was determined by GEOID03.
 LX7056
 LX7056;                    North         East     Units Scale Factor Converg.
 LX7056;SPC CT       -   244,870.169   314,625.166   MT  0.99998580   +0 04 41.6
 LX7056;SPC CT       -   803,378.21  1,032,232.73   sFT  0.99998580   +0 04 41.6
 LX7056;UTM  18      - 4,615,390.539   697,138.602   MT  1.00007827   +1 34 28.9
 LX7056
 LX7056                          SUPERSEDED SURVEY CONTROL
 LX7056
 LX7056  NAD 83(1996)-  41 39 57.20617(N)    072 37 55.31529(W) AD(       ) 4
 LX7056  NAD 83(1992)-  41 39 57.20631(N)    072 37 55.31527(W) AD(       ) 4
 LX7056  NAD 83(1992)-  41 39 57.20795(N)    072 37 55.31700(W) AD(       ) 4
 LX7056  NAD 83(1986)-  41 39 57.20811(N)    072 37 55.31692(W) AD(       ) 4
 LX7056  NAD 27      -  41 39 56.84300(N)    072 37 56.99100(W) AD(       ) 3
 LX7056
 LX7056.Superseded values are not recommended for survey control.
 LX7056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7056.See file dsdata.txt to determine how the superseded data were derived.
 LX7056
 LX7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9713915391(NAD 83)
 LX7056_MARKER: 86 = CUPOLA
 LX7056
 LX7056  HISTORY     - Date     Condition        Report By
 LX7056  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7056  HISTORY     - 1948     GOOD             CGS
 LX7056  HISTORY     - 1984     GOOD             USPSQD
 LX7056
 LX7056                          STATION DESCRIPTION
 LX7056
 LX7056'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7056'THE HOME OF MR. J.J. HALL IS ON THE WESTERLY SIDE OF RIVER VIEW
 LX7056'HILL STREET IN THE VILLAGE OF ROCKY HILL.  THE HOUSE IS A
 LX7056'TWO-STORY FRAME BUILDING WITH A VERY FLAT RED METAL ROOF.  THERE
 LX7056'ARE BAY WINDOWS ON EACH FLOOR ON THE E SIDE OF THE HOUSE.
 LX7056'
 LX7056'THE CUPOLA IS SQUARE AND IN THE MIDDLE OF THE HOUSE.  THE
 LX7056'ROOF OF THE CUPOLA IS ALSO VERY FLAT AND MADE OF RED METAL.  THERE
 LX7056'ARE TWO WINDOWS IN EACH SIDE OF THE CUPOLA.
 LX7056'
 LX7056'THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 40
 LX7056'FEET.  THE HOUSE NUMBER IS 54.
 LX7056
 LX7056                          STATION RECOVERY (1948)
 LX7056
 LX7056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7056'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX7056
 LX7056                          STATION RECOVERY (1984)
 LX7056
 LX7056'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7056'STATION RECOVERED IN GOOD CONDITION DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7026 ***********************************************************************
 LX7026  DESIGNATION -  ROCKY HILL HOLLYWOOD CLUB GAB
 LX7026  PID         -  LX7026
 LX7026  STATE/COUNTY-  CT/HARTFORD
 LX7026  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7026
 LX7026                         *CURRENT SURVEY CONTROL
 LX7026  ___________________________________________________________________
 LX7026* NAD 83(1996)-  41 40 26.44200(N)    072 39 57.10443(W)     ADJUSTED  
 LX7026* NAVD 88     -                                                        
 LX7026  ___________________________________________________________________
 LX7026  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LX7026  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX7026
 LX7026  HORZ ORDER  -  THIRD
 LX7026
 LX7026.The horizontal coordinates were established by classical geodetic methods
 LX7026.and adjusted by the National Geodetic Survey in August 1998..
 LX7026
 LX7026
 LX7026.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7026
 LX7026.The geoid height was determined by GEOID03.
 LX7026
 LX7026;                    North         East     Units Scale Factor Converg.
 LX7026;SPC CT       -   245,768.822   311,806.846   MT  0.99998613   +0 03 20.8
 LX7026;SPC CT       -   806,326.54  1,022,986.29   sFT  0.99998613   +0 03 20.8
 LX7026;UTM  18      - 4,616,215.351   694,297.530   MT  1.00006458   +1 33 08.8
 LX7026
 LX7026                          SUPERSEDED SURVEY CONTROL
 LX7026
 LX7026  NAD 83(1996)-  41 40 26.44128(N)    072 39 57.10469(W) AD(       ) 4
 LX7026  NAD 83(1992)-  41 40 26.44148(N)    072 39 57.10459(W) AD(       ) 4
 LX7026  NAD 83(1992)-  41 40 26.44310(N)    072 39 57.10631(W) AD(       ) 4
 LX7026  NAD 83(1986)-  41 40 26.44333(N)    072 39 57.10617(W) AD(       ) 4
 LX7026  NAD 27      -  41 40 26.07700(N)    072 39 58.77300(W) AD(       ) 3
 LX7026
 LX7026.Superseded values are not recommended for survey control.
 LX7026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7026.See file dsdata.txt to determine how the superseded data were derived.
 LX7026
 LX7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9429816215(NAD 83)
 LX7026
 LX7026  HISTORY     - Date     Condition        Report By
 LX7026  HISTORY     - 1935     MONUMENTED       CGS
 LX7026
 LX7026                          STATION DESCRIPTION
 LX7026
 LX7026'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7026'THE HOLLYWOOD CLUB IS ON THE FIRST LARGE HILL W OF ROUTE 9 AND
 LX7026'ABOUT 2 MILES NORTHWESTERLY OF THE CENTER OF ROCKY HILL
 LX7026'VILLAGE.  THE BUILDING IS A 2-1/2 STORY BROWN BRICK BUILDING
 LX7026'WITH A SLATE ROOF AND WAS AT ONE TIME A Y.W.C.A.  THERE ARE
 LX7026'TWO WINGS ON THE W SIDE OF THE HOUSE.  EACH HAS A CHIMNEY IN THE
 LX7026'GABLE.
 LX7026'
 LX7026'THE RIDGEPOLE RUNS N AND S WITH A GABLE AND CHIMNEY AT EACH
 LX7026'END.  THERE IS A GABLE ON THE E SIDE OF THE HOUSE, ALSO 4
 LX7026'DORMERS.  THE PLACE IS NO LONGER IN OPERATION.  THE STATION IS THE
 LX7026'CENTER LINE OF THE S GABLE.  HEIGHT ABOUT 40 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7064 ***********************************************************************
 LX7064  DESIGNATION -  ROCKY HILL STANDPIPE
 LX7064  PID         -  LX7064
 LX7064  STATE/COUNTY-  CT/HARTFORD
 LX7064  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7064
 LX7064                         *CURRENT SURVEY CONTROL
 LX7064  ___________________________________________________________________
 LX7064* NAD 83(1996)-  41 39 07.32490(N)    072 38 37.00648(W)     ADJUSTED  
 LX7064* NAVD 88     -                                                        
 LX7064  ___________________________________________________________________
 LX7064  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX7064  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX7064
 LX7064  HORZ ORDER  -  THIRD
 LX7064
 LX7064.The horizontal coordinates were established by classical geodetic methods
 LX7064.and adjusted by the National Geodetic Survey in August 1998..
 LX7064
 LX7064
 LX7064.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7064
 LX7064.The geoid height was determined by GEOID03.
 LX7064
 LX7064;                    North         East     Units Scale Factor Converg.
 LX7064;SPC CT       -   243,329.991   313,662.585   MT  0.99998527   +0 04 13.9
 LX7064;SPC CT       -   798,325.15  1,029,074.66   sFT  0.99998527   +0 04 13.9
 LX7064;UTM  18      - 4,613,825.611   696,216.482   MT  1.00007381   +1 33 59.6
 LX7064
 LX7064                          SUPERSEDED SURVEY CONTROL
 LX7064
 LX7064  NAD 83(1996)-  41 39 07.32419(N)    072 38 37.00656(W) AD(       ) 4
 LX7064  NAD 83(1992)-  41 39 07.32436(N)    072 38 37.00657(W) AD(       ) 4
 LX7064  NAD 83(1992)-  41 39 07.32601(N)    072 38 37.00828(W) AD(       ) 4
 LX7064  NAD 83(1986)-  41 39 07.32652(N)    072 38 37.00849(W) AD(       ) 4
 LX7064  NAD 27      -  41 39 06.96100(N)    072 38 38.67600(W) AD(       ) 3
 LX7064
 LX7064.Superseded values are not recommended for survey control.
 LX7064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7064.See file dsdata.txt to determine how the superseded data were derived.
 LX7064
 LX7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9621613826(NAD 83)
 LX7064
 LX7064  HISTORY     - Date     Condition        Report By
 LX7064  HISTORY     - 1935     MONUMENTED       CGS
 LX7064  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX7064  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX7064  HISTORY     - 19940922 GOOD             USPSQD
 LX7064
 LX7064                          STATION DESCRIPTION
 LX7064
 LX7064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7064'THE ROCKY HILL WATER SUPPLY STANDPIPE IS ON THE HILL TOP
 LX7064'SOUTHWESTERLY OF THE TOWN CENTER AND ABOUT ONE MILE AWAY.  THE
 LX7064'STANDPIPE IS A STRUCTURAL STEEL RIVETED, LAP-JOINTED STRUCTURE
 LX7064'SUPPORTED ON AN OCTAGONAL CONCRETE BASE.  THERE ARE TWELVE JOINTS
 LX7064'OF EIGHT FEET.  THE TOP OF THE STANDPIPE IS ALSO STRUCTURAL STEEL
 LX7064'AND IS CONICAL IN SHAPE WITH A BALL AT THE APEX.  THE DIAMETER
 LX7064'OF THE STANDPIPE IS 30.11 FEET MEASURED.  THE HEIGHT IS
 LX7064'APPROXIMATELY 100 FEET.
 LX7064'
 LX7064'STATION IS THE CENTER LINE OF THE STANDPIPE.
 LX7064
 LX7064                          STATION RECOVERY (1957)
 LX7064
 LX7064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LX7064'STATION WAS RECOVERED AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS
 LX7064'ADEQUATE.
 LX7064
 LX7064                          STATION RECOVERY (1978)
 LX7064
 LX7064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GCM)
 LX7064'THE STATION IS THE APEX OF THE BALL ATOP THE ROCKY HILL WATER
 LX7064'SUPPLY STANDPIPE AND IS OWNED BY THE CITY OF ROCKY HILL. IT IS
 LX7064'GREEN IN COLOR WITH A CONICAL TOP AND CYLINDRICAL BODY.
 LX7064'
 LX7064'IT IS LOCATED AT THE WEST HILL CONVELESENT HOME WHICH IS
 LX7064'ABOUT 1 MILE SOUTHWEST OF THE CENTER OF ROCKY HILL.
 LX7064'
 LX7064'DESCRIBED BY V.D. NOVAK, TYPED BY L.D. ACRES.
 LX7064
 LX7064                          STATION RECOVERY (1994)
 LX7064
 LX7064'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX7064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7038 ***********************************************************************
 LX7038  DESIGNATION -  ROCKY HILL STARON SILO
 LX7038  PID         -  LX7038
 LX7038  STATE/COUNTY-  CT/HARTFORD
 LX7038  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7038
 LX7038                         *CURRENT SURVEY CONTROL
 LX7038  ___________________________________________________________________
 LX7038* NAD 83(1996)-  41 39 27.74035(N)    072 40 45.13811(W)     ADJUSTED  
 LX7038* NAVD 88     -                                                        
 LX7038  ___________________________________________________________________
 LX7038  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LX7038  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX7038
 LX7038  HORZ ORDER  -  THIRD
 LX7038
 LX7038.The horizontal coordinates were established by classical geodetic methods
 LX7038.and adjusted by the National Geodetic Survey in August 1998..
 LX7038
 LX7038
 LX7038.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7038
 LX7038.The geoid height was determined by GEOID03.
 LX7038
 LX7038;                    North         East     Units Scale Factor Converg.
 LX7038;SPC CT       -   243,956.796   310,697.269   MT  0.99998548   +0 02 49.0
 LX7038;SPC CT       -   800,381.59  1,019,345.96   sFT  0.99998548   +0 02 49.0
 LX7038;UTM  18      - 4,614,374.827   693,235.570   MT  1.00005952   +1 32 35.0
 LX7038
 LX7038                          SUPERSEDED SURVEY CONTROL
 LX7038
 LX7038  NAD 83(1996)-  41 39 27.74183(N)    072 40 45.13816(W) AD(       ) 4
 LX7038  NAD 83(1992)-  41 39 27.73978(N)    072 40 45.13821(W) AD(       ) 4
 LX7038  NAD 83(1992)-  41 39 27.74373(N)    072 40 45.13982(W) AD(       ) 4
 LX7038  NAD 83(1986)-  41 39 27.74164(N)    072 40 45.13984(W) AD(       ) 4
 LX7038  NAD 27      -  41 39 27.37000(N)    072 40 46.80000(W) AD(       ) 3
 LX7038
 LX7038.Superseded values are not recommended for survey control.
 LX7038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7038.See file dsdata.txt to determine how the superseded data were derived.
 LX7038
 LX7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9323614375(NAD 83)
 LX7038
 LX7038  HISTORY     - Date     Condition        Report By
 LX7038  HISTORY     - 1935     MONUMENTED       CGS
 LX7038
 LX7038                          STATION DESCRIPTION
 LX7038
 LX7038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7038'THE SILO OF MR. STARON IS ON THE SOUTHEASTERLY SIDE OF
 LX7038'SCHOOLHOUSE HILL W OF GRISWOLD ROAD AND S OF ELM STREET.  IT IS
 LX7038'ON THE S END OF AN OLD WOODEN BARN THAT IS IN VERY BAD REPAIR.  THE
 LX7038'SILO IS SOUTHWESTERLY OF THE HOUSE.  THE SILO IS A CIRCULAR
 LX7038'WOOD STRUCTURE THAT WAS AT ONE TIME PAINTED GREY.  THE STATION IS
 LX7038'THE CENTER LINE OF THE SILO.  HEIGHT ABOUT 30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7083 ***********************************************************************
 LX7083  DESIGNATION -  ROCKY HILL VET HOSPITAL E TK
 LX7083  PID         -  LX7083
 LX7083  STATE/COUNTY-  CT/HARTFORD
 LX7083  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7083
 LX7083                         *CURRENT SURVEY CONTROL
 LX7083  ___________________________________________________________________
 LX7083* NAD 83(1996)-  41 39 28.88641(N)    072 39 07.84525(W)     ADJUSTED  
 LX7083* NAVD 88     -                                                        
 LX7083  ___________________________________________________________________
 LX7083  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 LX7083  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX7083
 LX7083  HORZ ORDER  -  THIRD
 LX7083
 LX7083.The horizontal coordinates were established by classical geodetic methods
 LX7083.and adjusted by the National Geodetic Survey in August 1998..
 LX7083
 LX7083
 LX7083.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7083
 LX7083.The geoid height was determined by GEOID03.
 LX7083
 LX7083;                    North         East     Units Scale Factor Converg.
 LX7083;SPC CT       -   243,994.350   312,948.263   MT  0.99998549   +0 03 53.5
 LX7083;SPC CT       -   800,504.80  1,026,731.09   sFT  0.99998549   +0 03 53.5
 LX7083;UTM  18      - 4,614,471.149   695,484.994   MT  1.00007028   +1 33 39.8
 LX7083
 LX7083                          SUPERSEDED SURVEY CONTROL
 LX7083
 LX7083  NAD 83(1996)-  41 39 28.88585(N)    072 39 07.84542(W) AD(       ) 4
 LX7083  NAD 83(1992)-  41 39 28.88588(N)    072 39 07.84537(W) AD(       ) 4
 LX7083  NAD 83(1992)-  41 39 28.88766(N)    072 39 07.84709(W) AD(       ) 4
 LX7083  NAD 83(1986)-  41 39 28.88768(N)    072 39 07.84665(W) AD(       ) 4
 LX7083  NAD 27      -  41 39 28.52284(N)    072 39 09.51437(W) AD(       ) 3
 LX7083
 LX7083.Superseded values are not recommended for survey control.
 LX7083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7083.See file dsdata.txt to determine how the superseded data were derived.
 LX7083
 LX7083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9548514471(NAD 83)
 LX7083_MARKER: Z = SEE DESCRIPTION
 LX7083_SETTING: 0 = UNSPECIFIED SETTING
 LX7083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7083
 LX7083  HISTORY     - Date     Condition        Report By
 LX7083  HISTORY     - 1978     MONUMENTED       NGS
 LX7083  HISTORY     - 19940922 GOOD             USPSQD
 LX7083
 LX7083                          STATION DESCRIPTION
 LX7083
 LX7083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7083'THE STATION IS THE APEX OF THE TANK OR RED LIGHT ATOP THE
 LX7083'ROCKY HILL VETERANS HOSPITAL TANK.  IT IS RED AND WHITE IN
 LX7083'COLOR WITH A CYLINDRICAL BODY, A HEMISPHERICAL BOTTON AND A
 LX7083'CONICAL TOP.  IT IS SUPPORTED BY 6 BUILT UP STRUCTURAL STEEL
 LX7083'LEGS AND HAS A SMALL RAIL BALCONY AROUND THE BASE OF THE TANK.
 LX7083'IT IS APPROXIMATELY 215 FEET IN HEIGHT.
 LX7083'
 LX7083'THE STATION IS ON PROPERTY OWNED BY THE STATE OF CONNECTICUT
 LX7083'AND IS LOCATED ON THE TOP OF THE FIRST HILL TO THE NORTH
 LX7083'OF THE VETERANS HOME ON WEST STREET IN THE
 LX7083'TOWN OF ROCKY HILL.  IT IS THE TALLEST AND NEWEST
 LX7083'ONE OF TWO TANKS THAT ARE ON THE SAME HILL.
 LX7083'
 LX7083'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
 LX7083
 LX7083                          STATION RECOVERY (1994)
 LX7083
 LX7083'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX7083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7016 ***********************************************************************
 LX7016  DESIGNATION -  ROCKY HILL VETERANS TANK
 LX7016  PID         -  LX7016
 LX7016  STATE/COUNTY-  CT/HARTFORD
 LX7016  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7016
 LX7016                         *CURRENT SURVEY CONTROL
 LX7016  ___________________________________________________________________
 LX7016* NAD 83(1996)-  41 39 28.63924(N)    072 39 10.20666(W)     ADJUSTED  
 LX7016* NAVD 88     -                                                        
 LX7016  ___________________________________________________________________
 LX7016  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 LX7016  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX7016
 LX7016  HORZ ORDER  -  THIRD
 LX7016
 LX7016.The horizontal coordinates were established by classical geodetic methods
 LX7016.and adjusted by the National Geodetic Survey in August 1998..
 LX7016
 LX7016
 LX7016.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7016
 LX7016.The geoid height was determined by GEOID03.
 LX7016
 LX7016;                    North         East     Units Scale Factor Converg.
 LX7016;SPC CT       -   243,986.662   312,893.636   MT  0.99998549   +0 03 51.9
 LX7016;SPC CT       -   800,479.57  1,026,551.87   sFT  0.99998549   +0 03 51.9
 LX7016;UTM  18      - 4,614,462.037   695,430.583   MT  1.00007002   +1 33 38.2
 LX7016
 LX7016                          SUPERSEDED SURVEY CONTROL
 LX7016
 LX7016  NAD 83(1996)-  41 39 28.63863(N)    072 39 10.20687(W) AD(       ) 4
 LX7016  NAD 83(1992)-  41 39 28.63873(N)    072 39 10.20677(W) AD(       ) 4
 LX7016  NAD 83(1992)-  41 39 28.64043(N)    072 39 10.20854(W) AD(       ) 4
 LX7016  NAD 83(1986)-  41 39 28.64076(N)    072 39 10.20867(W) AD(       ) 4
 LX7016  NAD 27      -  41 39 28.27300(N)    072 39 11.87800(W) AD(       ) 3
 LX7016
 LX7016.Superseded values are not recommended for survey control.
 LX7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7016.See file dsdata.txt to determine how the superseded data were derived.
 LX7016
 LX7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9543114462(NAD 83)
 LX7016_MARKER: 51 = TANK
 LX7016
 LX7016  HISTORY     - Date     Condition        Report By
 LX7016  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7016  HISTORY     - 1948     GOOD             CGS
 LX7016  HISTORY     - 1974     GOOD             NGS
 LX7016  HISTORY     - 1978     GOOD             NGS
 LX7016  HISTORY     - 1983     GOOD             NGS
 LX7016  HISTORY     - 1984     GOOD             USPSQD
 LX7016  HISTORY     - 19940922 GOOD             USPSQD
 LX7016
 LX7016                          STATION DESCRIPTION
 LX7016
 LX7016'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7016'THE TANK IS ON THE TOP OF THE FIRST HILL TO THE N OF THE VETERANS
 LX7016'HOME ON WEST STREET IN THE TOWN OF ROCKY HILL.  THE AREA AROUND
 LX7016'THE TANK IS COVERED WITH TREES.  THE TANK IS A CYLINDRICAL STEEL
 LX7016'PLATE STRUCTURE, WITH A HEMI-SPHERICAL BOTTOM AND A STEEP
 LX7016'CONICAL ROOF THAT HAS A BALL AT THE APEX, AND IS SUPPORTED ON
 LX7016'4 BUILT UP STRUCTURAL STEEL COLUMNS.  THERE IS A SMALL RAILED
 LX7016'BALCONY AROUND THE BASE OF THE TANK.  IT IS PAINTED IN BLACK
 LX7016'AND YELLOW CHECK.  THE STATION IS THE APEX OF THE TANK.
 LX7016'HEIGHT ABOUT 125 FEET.
 LX7016
 LX7016                          STATION RECOVERY (1948)
 LX7016
 LX7016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7016'THE TANK IS THE LOWER OF TWO WATER TANKS ON TOP OF THE FIRST HILL
 LX7016'TO THE N OF THE VETERANS HOME ON WEST STREET, IN THE TOWN OF
 LX7016'ROCKY HILL.  THE TANK IS IN THE EDGE OF THE WOODS AND IS THE
 LX7016'ONE NEAREST THE ROAD.  THE TANK IS A CYLINDRICAL STEEL PLATE
 LX7016'STRUCTURE WITH A HEMISPHERICAL BOTTOM, A STEEP CONICAL TOP WITH
 LX7016'A BALL AT THE APEX.  IT IS SUPPORTED ON 4 STRUCTURAL STEEL
 LX7016'COLUMNS.  THE STATION IS THE APEX OF THE TANK, HEIGHT ABOUT 125
 LX7016'FEET.
 LX7016
 LX7016                          STATION RECOVERY (1974)
 LX7016
 LX7016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LX7016'THE STATION WAS VISITED AND INTERSECTED FROM TRIANGULATION
 LX7016'STATION MAURICE 1935.  THE EXACT NAME WAS UNKNOWN AT THIS DATE
 LX7016'DUE TO THE LACK DATA FOR THE AREA.
 LX7016'
 LX7016'THE POINT INTERSECTED AT THIS DATE WAS THE TOP AND CENTER OF THE
 LX7016'CHECKERED RED AND WHITE WATER TANK.  THERE ARE TWO WATER TANK IN THE
 LX7016'AREA AND THE SMALLER ONE OF THE TWO IS THE OLD INTERSECTION
 LX7016'STATION.
 LX7016'
 LX7016'IT APPEARS TO BE ABOUT 100 FEET IN HEIGHT AND IS LOCATED ON
 LX7016'THE HIGHEST POINT OF THE ROCKY HILL VETERANS HOSPITAL GROUNDS.
 LX7016'
 LX7016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7016'IN NW EDGE OF ROCKY HILL.
 LX7016
 LX7016                          STATION RECOVERY (1978)
 LX7016
 LX7016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7016'THE STATION IS THE APEX OR BALL ATOP THE ROCKY HILL
 LX7016'VETERANS HOSPITAL TANK.  IT IS RED AND WHITE WITH A
 LX7016'CYLINDRICAL BODY, A HEMISPHERICAL BOTTON AND A CONICAL TOP AND
 LX7016'HAS A SMALL RAIL BALCONY AROUND THE BASE OF THE TANK.  IT IS
 LX7016'SUPPORTED BY 4 BUILT UP STRUCTURAL STEEL LEGS AND IS
 LX7016'APPROXIMATELY 125 FEET IN HEIGHT.
 LX7016'
 LX7016'THE STATION IS ON PROPERTY OWNED BY THE STATE OF CONNECTICUT
 LX7016'AND LOCATED ON THE TOP OF THE FIRST HILL TO THE NORTH OF THE
 LX7016'VETERANS HOME ON THE WEST STREET IN THE TOWN OF ROCKY HILL.
 LX7016'IT IS THE SHORTEST AND OLDEST ONE OF TWO TANKS THAT ARE ON THE
 LX7016'SAME HILL.
 LX7016'THE STATION WAS PREVIOUSLY LISTED AS THE ROCKY HILL
 LX7016'VETERANS ELEV TANK.
 LX7016'
 LX7016'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
 LX7016
 LX7016                          STATION RECOVERY (1983)
 LX7016
 LX7016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DRM)
 LX7016'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX7016'
 LX7016'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ROCKY HILL.
 LX7016
 LX7016                          STATION RECOVERY (1984)
 LX7016
 LX7016'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7016'STATION IS INTACT AND IN VERY GOOD CONDITION.  DESCRIPTION IS
 LX7016'ADEQUATE.
 LX7016
 LX7016                          STATION RECOVERY (1994)
 LX7016
 LX7016'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX7016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5421 ***********************************************************************
 LX5421  DESIGNATION -  ROCKY NECK
 LX5421  PID         -  LX5421
 LX5421  STATE/COUNTY-  CT/NEW LONDON
 LX5421  USGS QUAD   -  NIANTIC (1983)
 LX5421
 LX5421                         *CURRENT SURVEY CONTROL
 LX5421  ___________________________________________________________________
 LX5421* NAD 83(1996)-  41 17 51.19573(N)    072 14 47.86741(W)     ADJUSTED  
 LX5421* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5421  ___________________________________________________________________
 LX5421  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 LX5421  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5421
 LX5421  HORZ ORDER  -  THIRD
 LX5421
 LX5421.The horizontal coordinates were established by classical geodetic methods
 LX5421.and adjusted by the National Geodetic Survey in August 1998..
 LX5421
 LX5421.The orthometric height was scaled from a topographic map.
 LX5421
 LX5421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5421
 LX5421.The geoid height was determined by GEOID03.
 LX5421
 LX5421;                    North         East     Units Scale Factor Converg.
 LX5421;SPC CT       -   204,078.229   346,960.123   MT  0.99999159   +0 20 01.6
 LX5421;SPC CT       -   669,546.66  1,138,318.34   sFT  0.99999159   +0 20 01.6
 LX5421;SPC NY L     -   127,055.035   446,848.615   MT  1.00002535   +1 08 48.7
 LX5421;SPC NY L     -   416,846.39  1,466,035.83   sFT  1.00002535   +1 08 48.7
 LX5421;UTM  18      - 4,575,446.419   730,529.726   MT  1.00025409   +1 49 04.6
 LX5421
 LX5421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5421!SPC CT       -   1.00000484  x   0.99999159  =   0.99999643
 LX5421!SPC NY L     -   1.00000484  x   1.00002535  =   1.00003019
 LX5421!UTM  18      -   1.00000484  x   1.00025409  =   1.00025893
 LX5421
 LX5421|---------------------------------------------------------------------|
 LX5421| PID    Reference Object                     Distance      Geod. Az  |
 LX5421|                                                           dddmmss.s |
 LX5421| CZ7852 ROCKY NECK RM 2                      15.850 METERS 05215     |
 LX5421| LX5422 PULZE CHIMNEY                       APPROX. 1.1 KM 0773840.9 |
 LX5421| LX5429 GRISWOLD ISLAND CHIMNEY             APPROX. 2.1 KM 1045358.0 |
 LX5421| LX5826 HOLMN                               APPROX. 0.9 KM 2064749.8 |
 LX5421| CZ7851 ROCKY NECK RM 1                      21.450 METERS 35146     |
 LX5421|---------------------------------------------------------------------|
 LX5421
 LX5421                          SUPERSEDED SURVEY CONTROL
 LX5421
 LX5421  NAD 83(1992)-  41 17 51.19463(N)    072 14 47.86701(W) AD(       ) 3
 LX5421  NAD 83(1986)-  41 17 51.19630(N)    072 14 47.87100(W) AD(       ) 3
 LX5421  NAD 27      -  41 17 50.84200(N)    072 14 49.59400(W) AD(       ) 3
 LX5421
 LX5421.Superseded values are not recommended for survey control.
 LX5421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5421.See file dsdata.txt to determine how the superseded data were derived.
 LX5421
 LX5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3053075446(NAD 83)
 LX5421_MARKER: DS = TRIANGULATION STATION DISK
 LX5421_SETTING: 66 = SET IN ROCK OUTCROP
 LX5421_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX5421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5421+STABILITY: POSITION/ELEVATION WELL
 LX5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5421+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 LX5421
 LX5421  HISTORY     - Date     Condition        Report By
 LX5421  HISTORY     - 1934     MONUMENTED       CGS
 LX5421  HISTORY     - 1968     GOOD             CGS
 LX5421  HISTORY     - 1983     GOOD             USPSQD
 LX5421  HISTORY     - 1989     GOOD             USPSQD
 LX5421  HISTORY     - 20011001 GOOD             USPSQD
 LX5421  HISTORY     - 20041115 GOOD             USPSQD
 LX5421  HISTORY     - 20051202 GOOD             USPSQD
 LX5421  HISTORY     - 20051206 GOOD             USPSQD
 LX5421
 LX5421                          STATION DESCRIPTION
 LX5421
 LX5421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5421'THE STATION IS LOCATED ON A BARE LEDGE POINT AT THE E SIDE OF THE
 LX5421'MOUTH OF FOUR MILE RIVER, AND KNOWN AS ROCKY NECK POINT.  THE
 LX5421'STATION IS NOT ON THE HIGHEST POINT OF THE BARE LEDGE BUT IS
 LX5421'ABOUT MIDWAY BETWEEN THE HIGHEST POINT AND THE SOUTHERN END.  IT
 LX5421'IS A STANDARD DISC SET IN A DRILL HOLE 17 METERS E OF THE W
 LX5421'HIGH WATER LINE AND 40 METERS N OF THE S HIGH WATER LINE.
 LX5421'
 LX5421'REFERENCE MARK NO. 1 IS N OF THE STATION AND IS A STANDARD DISC
 LX5421'SET IN A DRILL HOLE IN LEDGE.  REFERENCE MARK NO. 2 IS A STANDARD
 LX5421'DISC SET IN A DRILL HOLE IN THE LEDGE N 63 DEG E (MAGNETIC) FROM
 LX5421'THE STATION AND 10 METERS W OF THE HIGH WATER LINE.
 LX5421'
 LX5421'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX5421
 LX5421                          STATION RECOVERY (1968)
 LX5421
 LX5421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5421'RECOVERED.  STATION AND RMS 1 AND 2 RECOVERED AS DESCRIBED BY
 LX5421'G.C.M. IN 1934.
 LX5421
 LX5421                          STATION RECOVERY (1983)
 LX5421
 LX5421'RECOVERY NOTE BY US POWER SQUADRON 1983 (JCB)
 LX5421'ROCKY NECK 1934 RECOVERED GOOD.
 LX5421'
 LX5421'ROCKY NECK NO 2 1934 RECOVERED GOOD.
 LX5421'
 LX5421'ROCKY NECK NO 1 1934 RECOVERED GOOD.
 LX5421'
 LX5421'STATION AND REFERENCE MARKS WERE FOUND IN GOOD COND AS
 LX5421'DESCRIBED.
 LX5421
 LX5421                          STATION RECOVERY (1989)
 LX5421
 LX5421'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5421'RECOVERED IN GOOD CONDITION.
 LX5421
 LX5421                          STATION RECOVERY (2001)
 LX5421
 LX5421'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5421'RECOVERED IN GOOD CONDITION.
 LX5421
 LX5421                          STATION RECOVERY (2004)
 LX5421
 LX5421'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX5421'RECOVERED IN GOOD CONDITION.
 LX5421
 LX5421                          STATION RECOVERY (2005)
 LX5421
 LX5421'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5421'RECOVERED IN GOOD CONDITION.
 LX5421
 LX5421                          STATION RECOVERY (2005)
 LX5421
 LX5421'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX5421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2173 ***********************************************************************
 KU2173  DESIGNATION -  ROD
 KU2173  PID         -  KU2173
 KU2173  STATE/COUNTY-  CT/FAIRFIELD
 KU2173  USGS QUAD   -  MAMARONECK (1975)
 KU2173
 KU2173                         *CURRENT SURVEY CONTROL
 KU2173  ___________________________________________________________________
 KU2173* NAD 83(1996)-  40 59 19.52605(N)    073 39 19.82712(W)     ADJUSTED  
 KU2173* NAVD 88     -         4.     (meters)      13.     (feet)  VERTCON   
 KU2173  ___________________________________________________________________
 KU2173  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 KU2173  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 KU2173
 KU2173  HORZ ORDER  -  THIRD
 KU2173
 KU2173.The horizontal coordinates were established by classical geodetic methods
 KU2173.and adjusted by the National Geodetic Survey in August 1998..
 KU2173
 KU2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 KU2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KU2173
 KU2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2173
 KU2173.The geoid height was determined by GEOID03.
 KU2173
 KU2173;                    North         East     Units Scale Factor Converg.
 KU2173;SPC CT       -   170,060.444   228,601.878   MT  1.00002806   -0 36 01.5
 KU2173;SPC CT       -   557,939.97    750,004.66   sFT  1.00002806   -0 36 01.5
 KU2173;SPC NY E     -   239,642.625   221,056.860   MT  0.99996212   +0 33 14.2
 KU2173;SPC NY E     -   786,227.51    725,250.71   sFT  0.99996212   +0 33 14.2
 KU2173;UTM  18      - 4,538,379.442   613,094.557   MT  0.99975742   +0 52 55.1
 KU2173
 KU2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KU2173!SPC CT       -   1.00000421  x   1.00002806  =   1.00003227
 KU2173!SPC NY E     -   1.00000421  x   0.99996212  =   0.99996633
 KU2173!UTM  18      -   1.00000421  x   0.99975742  =   0.99976163
 KU2173
 KU2173                          SUPERSEDED SURVEY CONTROL
 KU2173
 KU2173  NAD 83(1992)-  40 59 19.52564(N)    073 39 19.82667(W) AD(       ) 3
 KU2173  NAD 83(1986)-  40 59 19.52621(N)    073 39 19.82900(W) AD(       ) 3
 KU2173  NAD 83(1986)-  40 59 19.52638(N)    073 39 19.82891(W) AD(       ) 3
 KU2173  NGVD 29 (05/04/87)    4.     (m)           13.     (f) VERT ANG       
 KU2173
 KU2173.Superseded values are not recommended for survey control.
 KU2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2173.See file dsdata.txt to determine how the superseded data were derived.
 KU2173
 KU2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1309538379(NAD 83)
 KU2173_MARKER: I = METAL ROD
 KU2173_SETTING: 0 = UNSPECIFIED SETTING
 KU2173_MAGNETIC: N = NO MAGNETIC MATERIAL
 KU2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KU2173
 KU2173  HISTORY     - Date     Condition        Report By
 KU2173  HISTORY     - 1986     MONUMENTED       NOS
 KU2173
 KU2173                          STATION DESCRIPTION
 KU2173
 KU2173'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (RDC)
 KU2173'THE STATION IS LOCATED ON BYRAM POINT AT PORT CHESTER, CONNECTTICUT
 KU2173'NEAR THE PORT CHESTER HARBOR ENTRANCE.
 KU2173'
 KU2173'TO REACH FROM THE VILLAGE OF BYRAM GO SOUTHERLY ON BYRAM SHORE
 KU2173'ROAD TO THE END AND PARK.  WALK WESTERLY AND THEN NORTHERLY TO
 KU2173'AN AREA ALONG THE BEACH WITH A LARGE STONE OUTCROP.  CLIMB ON TOP
 KU2173'OF THE OUTCROP, POSSIBLY 10 FEET, AND WALK A SHORT DISTANCE TO
 KU2173'THE STATION, A STEEL ROD IN THE STONE.
 KU2173'
 KU2173'THE STATION IS A STEEL ROD SET INTO THE STONE.  THE STATION IS
 KU2173'SURROUNDED BY UNIVERSAL ORANGE PAINT.
 KU2173'
 KU2173'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 KU2173'
 KU2173'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6847 ***********************************************************************
 LX6847  DESIGNATION -  ROGANS GARAGE GABLE
 LX6847  PID         -  LX6847
 LX6847  STATE/COUNTY-  CT/MIDDLESEX
 LX6847  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6847
 LX6847                         *CURRENT SURVEY CONTROL
 LX6847  ___________________________________________________________________
 LX6847* NAD 83(1996)-  41 34 29.98749(N)    072 34 18.13468(W)     ADJUSTED  
 LX6847* NAVD 88     -                                                        
 LX6847  ___________________________________________________________________
 LX6847  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX6847  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX6847
 LX6847  HORZ ORDER  -  THIRD
 LX6847
 LX6847.The horizontal coordinates were established by classical geodetic methods
 LX6847.and adjusted by the National Geodetic Survey in August 1998..
 LX6847
 LX6847
 LX6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6847
 LX6847.The geoid height was determined by GEOID03.
 LX6847
 LX6847;                    North         East     Units Scale Factor Converg.
 LX6847;SPC CT       -   234,783.707   319,670.191   MT  0.99998340   +0 07 05.6
 LX6847;SPC CT       -   770,286.21  1,048,784.62   sFT  0.99998340   +0 07 05.6
 LX6847;UTM  18      - 4,605,438.082   702,445.651   MT  1.00010438   +1 36 43.1
 LX6847
 LX6847                          SUPERSEDED SURVEY CONTROL
 LX6847
 LX6847  NAD 83(1992)-  41 34 29.98681(N)    072 34 18.13459(W) AD(       ) 4
 LX6847  NAD 83(1986)-  41 34 29.98856(N)    072 34 18.13660(W) AD(       ) 4
 LX6847  NAD 27      -  41 34 29.62500(N)    072 34 19.80600(W) AD(       ) 3
 LX6847
 LX6847.Superseded values are not recommended for survey control.
 LX6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6847.See file dsdata.txt to determine how the superseded data were derived.
 LX6847
 LX6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0244605438(NAD 83)
 LX6847
 LX6847  HISTORY     - Date     Condition        Report By
 LX6847  HISTORY     - 1935     MONUMENTED       CGS
 LX6847
 LX6847                          STATION DESCRIPTION
 LX6847
 LX6847'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6847'THE HOME OF MRS. JOHN H. ROGAN IS 0.8 MILE N OF THE INTERSECTION
 LX6847'OF THE ROAD TO COBALT STATION AND THE GREAT HILL LAKE
 LX6847'ROAD, AND JUST S OF A ROAD THAT TURNS WESTERLY AT THIS POINT.
 LX6847'
 LX6847'THE HOUSE IS A TWO-STORY SHINGLED SIDED STRUCTURE WITH A
 LX6847'COMPOSITION ROOF.
 LX6847'
 LX6847'THE GARAGE IS ON THE CREST OF THE HILL WESTERLY OF THE
 LX6847'HOUSE.  IT IS A FRAME STRUCTURE PAINTED RED.  THERE ARE TWO
 LX6847'DORMERS IN THE CENTER OF THE GARAGE, ONE ON EITHER SIDE OF THE
 LX6847'RIDGE POLE WHICH SETS N AND S.
 LX6847'
 LX6847'THE STATION IS THE CENTER LINE OF THE S GABLE.  HEIGHT ABOUT
 LX6847'30 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3641 ***********************************************************************
 LW3641  DESIGNATION -  ROGERS
 LW3641  PID         -  LW3641
 LW3641  STATE/COUNTY-  CT/WINDHAM
 LW3641  USGS QUAD   -  THOMPSON (1974)
 LW3641
 LW3641                         *CURRENT SURVEY CONTROL
 LW3641  ___________________________________________________________________
 LW3641* NAD 83(1996)-  41 53 59.41116(N)    071 47 48.83573(W)     ADJUSTED  
 LW3641* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 LW3641  ___________________________________________________________________
 LW3641  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 LW3641  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW3641
 LW3641  HORZ ORDER  -  SECOND
 LW3641
 LW3641.The horizontal coordinates were established by classical geodetic methods
 LW3641.and adjusted by the National Geodetic Survey in August 1998..
 LW3641
 LW3641.The orthometric height was scaled from a topographic map.
 LW3641
 LW3641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3641
 LW3641.The geoid height was determined by GEOID03.
 LW3641
 LW3641;                    North         East     Units Scale Factor Converg.
 LW3641;SPC CT       -   271,283.579   383,888.159   MT  1.00000353   +0 37 55.1
 LW3641;SPC CT       -   890,036.21  1,259,473.07   sFT  1.00000353   +0 37 55.1
 LW3641;SPC RI       -    90,725.692    75,363.311   MT  1.00000122   -0 11 53.8
 LW3641;SPC RI       -   297,655.87    247,254.46   sFT  1.00000122   -0 11 53.8
 LW3641;UTM  19      - 4,642,438.584   267,994.483   MT  1.00026240   -1 52 07.3
 LW3641
 LW3641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3641!SPC CT       -   0.99998037  x   1.00000353  =   0.99998390
 LW3641!SPC RI       -   0.99998037  x   1.00000122  =   0.99998159
 LW3641!UTM  19      -   0.99998037  x   1.00026240  =   1.00024277
 LW3641
 LW3641|---------------------------------------------------------------------|
 LW3641| PID    Reference Object                     Distance      Geod. Az  |
 LW3641|                                                           dddmmss.s |
 LW3641| LW3639 STATE BOUNDARY F 1937                26.078 METERS 03238     |
 LW3641| CB8487 ROGERS RM 1                          28.734 METERS 04431     |
 LW3641| CB8488 ROGERS RM 2                          24.762 METERS 15807     |
 LW3641| LW3658 CHESTNUT                            APPROX. 4.1 KM 2093724.2 |
 LW3641| CB8486 ROGERS AZ MK                                       2741206.0 |
 LW3641| LW3635 THOMPSON CONG CHURCH SPIRE          APPROX. 8.5 KM 3195929.9 |
 LW3641|---------------------------------------------------------------------|
 LW3641
 LW3641                          SUPERSEDED SURVEY CONTROL
 LW3641
 LW3641  NAD 83(1996)-  41 53 59.41085(N)    071 47 48.83557(W) AD(       ) 2
 LW3641  NAD 83(1992)-  41 53 59.41031(N)    071 47 48.83498(W) AD(       ) 2
 LW3641  NAD 83(1992)-  41 53 59.41028(N)    071 47 48.83515(W) AD(       ) 2
 LW3641  NAD 83(1986)-  41 53 59.41099(N)    071 47 48.83412(W) AD(       ) 2
 LW3641  NAD 27      -  41 53 59.05697(N)    071 47 50.57881(W) AD(       ) 2
 LW3641
 LW3641.Superseded values are not recommended for survey control.
 LW3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3641.See file dsdata.txt to determine how the superseded data were derived.
 LW3641
 LW3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6799442439(NAD 83)
 LW3641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3641+STABILITY: SURFACE MOTION
 LW3641
 LW3641  HISTORY     - Date     Condition        Report By
 LW3641  HISTORY     - 1937     MONUMENTED       CTGS
 LW3641  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3641  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3641
 LW3641                          STATION DESCRIPTION
 LW3641
 LW3641'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3641'STATION IS NEAR THE RHODE ISLAND LINE ABOUT 6 MILES EAST BY SOUTH
 LW3641'OF PUTNAM, AND IS LOCATED 70 FEET WEST OF DIRT ROAD AND IS A
 LW3641'STANDARD DISK STAMPED ROGERS-1937 SET IN A SQUARE BLOCK OF
 LW3641'CONCRETE FLUSH WITH GROUND.
 LW3641'
 LW3641'STATE BOUND MARKER OF NATIVE GRANITE SET ABOUT 15 FEET EAST
 LW3641'OF CENTER OF DIRT ROAD AND 85.56 FEET NORTHEAST OF STATION.  POINT
 LW3641'USED IS SMALL DRILL HOLE IN TOP OF MARKER WHICH IS LEANING TOWARDS
 LW3641'ROAD AND ABOUT 3 FEET ABOVE GROUND.
 LW3641'
 LW3641'TO REACH FROM A POINT WHERE U.S. HIGHWAY 44 CROSSES THE
 LW3641'CONN.-R.I. LINE.  PROCEED EAST ON U.S. HIGHWAY 44 FOR 0.25 MILE AND
 LW3641'TURN SHARP RIGHT ONTO DIRT ROAD.  THENCE 1.0 MILE AND TAKE
 LW3641'SHARP LEFT FORK.  THENCE 0.7 MILE TO TOP OF GRADE AND PINE GROVE.
 LW3641'
 LW3641'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3641'SET IN CONCRETE, IN OUTCROPPING BEDROCK, AND IN A BOULDER, NOTES
 LW3641'1A, 12A, AND 12C.
 LW3641'
 LW3641'REFERENCE MARK NO. 1 IS 94.27 FEET NORTHEAST OF STATION IN A
 LW3641'3- BY 4- BY 2.5-FOOT OUTCROPPING BOULDER AND IS STAMPED ROGERS
 LW3641'NO. 1 1937.  REFERENCE MARK NO. 2 IS 81.24 FEET SOUTH OF STATION
 LW3641'SET IN A 1- BY 2.5-FOOT TRIANGULAR-SHAPED OUTCROPPING LEDGE, 5
 LW3641'INCHES HIGH AND IS A STANDARD DISK STAMPED ROGERS NO.2 1937.
 LW3641'
 LW3641'AZIMUTH MARK IS 338 FEET WEST OF STATION IN A 2- BY 5- BY- 2-FOOT
 LW3641'BOULDER IN CHICKEN YARD ON FARM OF J.L. ROGERS AND IS A STANDARD
 LW3641'DISK STAMPED ROGERS 1937.
 LW3641'
 LW3641'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LW3641
 LW3641                          STATION RECOVERY (1958)
 LW3641
 LW3641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 LW3641'STATION, REFERENCE MARKS AND STATE BOUND F RECOVERED IN GOOD
 LW3641'CONDITION.  DESCRIPTION ADEQUATE AND CORRECT.
 LW3641
 LW3641                          STATION RECOVERY (1973)
 LW3641
 LW3641'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3641'ROGERS 1937 EXCELLENT
 LW3641'
 LW3641'ROGERS NO. 1 1937 EXCELLENT
 LW3641'
 LW3641'ROGERS NO. 2 1937 GOOD
 LW3641'
 LW3641'ROGERS AZIMUTH MARK GOOD
 LW3641'
 LW3641'STATION IS 57 FEET SOUTHWEST OF BLOOD ROAD CENTERLINE AND 97.5 FEET
 LW3641'SOUTH OF SNETCO POLE 1575.
 LW3641'
 LW3641'RM 1 IS 26.5 FEET EAST OF ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5068 ***********************************************************************
 LX5068  DESIGNATION -  ROGERS
 LX5068  PID         -  LX5068
 LX5068  STATE/COUNTY-  CT/NEW LONDON
 LX5068  USGS QUAD   -  UNCASVILLE (1984)
 LX5068
 LX5068                         *CURRENT SURVEY CONTROL
 LX5068  ___________________________________________________________________
 LX5068* NAD 83(1996)-  41 25 07.60211(N)    072 06 22.93766(W)     ADJUSTED  
 LX5068* NAVD 88     -        81.0    (meters)     266.     (feet)  VERTCON   
 LX5068  ___________________________________________________________________
 LX5068  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LX5068  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX5068
 LX5068  HORZ ORDER  -  FIRST
 LX5068
 LX5068.The horizontal coordinates were established by classical geodetic methods
 LX5068.and adjusted by the National Geodetic Survey in August 1998..
 LX5068
 LX5068.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5068
 LX5068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5068
 LX5068.The geoid height was determined by GEOID03.
 LX5068
 LX5068;                    North         East     Units Scale Factor Converg.
 LX5068;SPC CT       -   217,618.897   358,606.912   MT  0.99998514   +0 25 36.4
 LX5068;SPC CT       -   713,971.33  1,176,529.51   sFT  0.99998514   +0 25 36.4
 LX5068;UTM  18      - 4,589,288.755   741,824.756   MT  1.00031974   +1 54 54.8
 LX5068
 LX5068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5068!SPC CT       -   0.99999207  x   0.99998514  =   0.99997721
 LX5068!UTM  18      -   0.99999207  x   1.00031974  =   1.00031181
 LX5068
 LX5068:                Primary Azimuth Mark                     Grid Az
 LX5068:SPC CT       -  NORWICH RAD WICH MAST                    002 10 15.5
 LX5068:UTM  18      -  NORWICH RAD WICH MAST                    000 40 57.1
 LX5068
 LX5068|---------------------------------------------------------------------|
 LX5068| PID    Reference Object                     Distance      Geod. Az  |
 LX5068|                                                           dddmmss.s |
 LX5068| LX5159 NORWICH RAD WICH MAST               APPROX. 6.2 KM 0023551.9 |
 LX5068| LX5074 GAIR CO ELEVATED TANK               APPROX. 1.8 KM 0185527.2 |
 LX5068| LX5072 CONNECTICUT LT AND PWR STK          APPROX. 1.1 KM 0222307.4 |
 LX5068| LX5084 GAIR CO STACK                       APPROX. 1.9 KM 0251121.6 |
 LX5068| LX5158 UNCASVILLE C L P STACK              APPROX. 1.2 KM 0254254.6 |
 LX5068| LX5109 SMITHS CHIMNEY                      APPROX. 5.3 KM 0272855.2 |
 LX5068| LX5104 LONG REACH LOWER LIGHT 8            APPROX. 3.8 KM 0312933.8 |
 LX5068| LX5117 LONG REACH UPPER LIGHT 9            APPROX. 4.7 KM 0355053.4 |
 LX5068| LX5085 YALE FLAGPOLE                       APPROX. 1.7 KM 0374245.8 |
 LX5068| LX5097 TRANSMISSION TOWER                  APPROX. 2.5 KM 0374831.9 |
 LX5068| LX5148 BARTLETT POINT LIGHT 5              APPROX. 1.0 KM 0384402.2 |
 LX5068| LX5096 HARVARDS CHIMNEY                    APPROX. 1.5 KM 0750003.4 |
 LX5068| CZ7854 ROGERS RM 1                          43.077 METERS 07935     |
 LX5068| LX5093 HARVARD BOATHOUSE CUPOLA            APPROX. 1.4 KM 0894356.4 |
 LX5068| LX5136 ICE HOUSE LIGHT 3                   APPROX. 1.1 KM 0950324.2 |
 LX5068| LX5137 ICE HOUSE LIGHT 5                   APPROX. 1.1 KM 0950458.1 |
 LX5068| LX5138 ADAMS                               APPROX. 4.6 KM 1122027.4 |
 LX5068| CZ7853 ROGERS AZ MK                         42.376 METERS 12545     |
 LX5068| CZ7855 ROGERS RM 2                          30.379 METERS 13229     |
 LX5068| LX5165 GROTON STANDPIPE                    APPROX. 4.8 KM 1534542.9 |
 LX5068| LX5356 NEW LONDON USCG CHAPEL SPIRE        APPROX. 5.4 KM 1752333.2 |
 LX5068| LX5160 NEW LONDON CONN COLL SPIRE          APPROX. 4.4 KM 1820321.5 |
 LX5068| LX5531 WATERFORD SPHEROID TANK             APPROX. 4.2 KM 2375859.1 |
 LX5068| LX5541 MONTVILLE ATT MICROWAVE             APPROX. 9.8 KM 3042940.2 |
 LX5068| LX5534 MONTVILLE CABLE TV MAST             APPROX. 5.5 KM 3134149.6 |
 LX5068| LX5067 SHELTON CO STACK                    APPROX. 2.0 KM 3575924.7 |
 LX5068|---------------------------------------------------------------------|
 LX5068
 LX5068                          SUPERSEDED SURVEY CONTROL
 LX5068
 LX5068  NAD 83(1992)-  41 25 07.60106(N)    072 06 22.93694(W) AD(       ) 1
 LX5068  NAD 83(1986)-  41 25 07.60198(N)    072 06 22.94050(W) AD(       ) 1
 LX5068  NAD 27      -  41 25 07.25367(N)    072 06 24.65997(W) AD(       ) 1
 LX5068  NGVD 29 (07/19/86)   81.3    (m)          267.     (f) VERT ANG       
 LX5068
 LX5068.Superseded values are not recommended for survey control.
 LX5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5068.See file dsdata.txt to determine how the superseded data were derived.
 LX5068
 LX5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4182589289(NAD 83)
 LX5068_MARKER: DS = TRIANGULATION STATION DISK
 LX5068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5068_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5068+STABILITY: SURFACE MOTION
 LX5068
 LX5068  HISTORY     - Date     Condition        Report By
 LX5068  HISTORY     - 1934     MONUMENTED       CGS
 LX5068  HISTORY     - 1961     GOOD             CGS
 LX5068  HISTORY     - 1971     GOOD             CTDT
 LX5068  HISTORY     - 1975     GOOD             NGS
 LX5068  HISTORY     - 1984     GOOD             USPSQD
 LX5068  HISTORY     - 1989     GOOD             USPSQD
 LX5068  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 LX5068
 LX5068                          STATION DESCRIPTION
 LX5068
 LX5068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5068'THE STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY
 LX5068'NO. 32 AND LATHROP ROAD.  GO 0.1 MILE ON LATHROP ROAD, TURN
 LX5068'RIGHT AT THE CEMETERY AND GO 0.2 MILE TO DIRT ROAD, TURN RIGHT
 LX5068'ON DIRT ROAD AND GO 0.3 MILE TO HIGHEST PART OF HILL WHERE DIRT
 LX5068'ROAD MERGES IN TO A TRAIL.  THE TOP OF THE HILL IS LEVEL AND THE
 LX5068'STATION IS IN THE CENTER OF THE LEVEL PART N OF A STONE FENCE
 LX5068'THAT RUNS ACROSS THE TOP, AND W OF A STONE FENCE THAT RUNS ALONG
 LX5068'THE TOP OF THE HILL.  THE STATION IS A STANDARD DISK SET IN
 LX5068'THE TOP OF A 12-INCH SQUARE CONCRETE POST, 30 INCHES LONG AND
 LX5068'EXTENDS 6 INCHES ABOVE GROUND.  SUB-MARKER IS A STANDARD
 LX5068'DISK SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF
 LX5068'THE SURFACE MARK.
 LX5068'
 LX5068'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 LX5068'A 12- BY 12- BY 30-INCH CONCRETE POST.  REFERENCE MARK NO. 2 IS A
 LX5068'STANDARD DISK SET IN A BOULDER.  BOTH REFERENCE MARKS ARE NEAR
 LX5068'THE N AND S FENCE.
 LX5068'
 LX5068'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 LX5068
 LX5068                          STATION RECOVERY (1961)
 LX5068
 LX5068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5068'STATION AND R.M. NO. 1 WERE RECOVERED IN GOOD CONDITION.  R.M. NO. 2
 LX5068'COULD NOT BE FOUND.  IT IS SUSPECTED THAT IT IS OVERGROWN WITH
 LX5068'BRUSH.  STATION IS STAMPED ROGERS 1934 AND REFERENCE MARK 1 IS
 LX5068'STAMPED ROGERS NO 1 1934.
 LX5068'
 LX5068'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND
 LX5068'ADEQUATE WITH THE FOLLOWING ADDITION.
 LX5068'
 LX5068'TO REACH THE STATION FROM ST. HWY. 32 AND LATHROP RD., GO EAST
 LX5068'ON LATHROP RD. TO A CEMETERY, THEN RIGHT FOR .25 MILES TO SOUTH
 LX5068'BARTLETT ST., GO RIGHT ON SOUTH BARTLETT ST. FOR .1 MILE TO A
 LX5068'FIELD ACCESS ROAD TO THE RIGHT.  FOLLOW FIELD ROAD FOR .25 MILES
 LX5068'TO THE TOP OF A HILL AND STATION.
 LX5068
 LX5068                          STATION RECOVERY (1971)
 LX5068
 LX5068'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5068'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5068'REACH THE STATION FROM WATERFORD AT THE INTERSECTION OF ROUTE
 LX5068'32 AND LATHROP ROAD, GO NORTHEAST ON LATHROP ROAD FOR 0.1 MILE TO
 LX5068'UPPER BARTLETT ROAD, GO RIGHT, EAST, FOR 0.3 MILE TO SOUTH
 LX5068'BARTLETT ROAD, TURN RIGHT, SOUTH FOR 0.1 MILE TO GRAVEL DRIVE, AND
 LX5068'GO RIGHT, WEST FOR 0.15 MILE TO A 1 STORY FRAME HOUSE OWNED
 LX5068'BY SKINNER.  THE STATION IS 265 FEET SOUTH, ALONG
 LX5068'STONEWALL, OF THE SOUTH RANGE OF THE SKINNER HOUSE, AND 155
 LX5068'FEET WEST OF STONEWALL.  IT IS 260 FEET NORTH OF THE
 LX5068'STONEWALL INTERSECTION.
 LX5068'
 LX5068'REFERENCE MARK 1 IS 15 FEET WEST OF STONEWALL OPENING.  REFERENCE
 LX5068'MARK 2 IS 77 FEET WEST OF STONEWALL.
 LX5068
 LX5068                          STATION RECOVERY (1975)
 LX5068
 LX5068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5068'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5068'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 LX5068'SHORTER BY 0.12 METER AND THE DISTANCE TO REFERENCE MARK 2 WAS
 LX5068'FOUND TO BE SHORTER BY 0.05 METER.  THE DIRECTION TO BOTH
 LX5068'REFERENCE MARKS CHECKED.  AN AZIMUTH MARK WAS ESTABLISHED AT
 LX5068'THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5068'
 LX5068'STATION IS ABOUT 5 MILES NORTH OF NEW LONDON, 1-3/4 MILES
 LX5068'SOUTHEAST OF MONTVILLE, 1-1/4 MILES SOUTH OF UNCASVILLE, 1/2
 LX5068'MILE WEST OF THE THAMES RIVER, 1/4 MILE WEST OF SOUTH BARTLETT
 LX5068'ROAD AND ON PROPERTY OWNED BY MR. EDWIN R. FUNNELL, 210 LEWIS
 LX5068'STREET, SOUTH HAMPTON, NEW YORK.
 LX5068'
 LX5068'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32
 LX5068'AND 163 IN UNCASVILLE, GO SOUTH ON HIGHWAY 32 FOR 1.0 MILE TO
 LX5068'THE JUNCTION OF LATHROP ROAD.  TURN SHARP LEFT AND GO NORTH ON
 LX5068'LATHROP ROAD FOR 0.1 MILE TO THE JUNCTION OF UPPER BARTLETT
 LX5068'ROAD.  TURN RIGHT AND GO SOUTHEAST ON UPPER BARTLETT ROAD FOR
 LX5068'0.25 MILE TO THE JUNCTION OF SOUTH BARTLETT ROAD.  TURN RIGHT
 LX5068'AND GO SOUTH ON SOUTH BARTLETT ROAD FOR 0.1 MILE TO A DRIVE ON
 LX5068'THE RIGHT BETWEEN MAILBOXS R.F. MATTISON AND TANGUAY.  TURN
 LX5068'RIGHT AND GO WEST AND SOUTH ON THE DRIVE FOR 0.15 MILE TO A
 LX5068'HOUSE ON THE RIGHT AND THE END OF THE DRIVE.  CONTINUE SOUTH
 LX5068'ON A TRACK ROAD FOR 0.5 MILE TO A TRACK ROAD RIGHT.  TURN
 LX5068'RIGHT AND GO WEST ON THE TRACK ROAD FOR 0.05 MILE TO THE
 LX5068'STATION AS DESCRIBED.
 LX5068'
 LX5068'STATION MARK, STAMPED ROGERS 1934, IS A STANDARD DISK SET IN A
 LX5068'SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 LX5068'GROUND SURFACE.  THE 1934 DESCRIPTION STATES THAT THERE IS AN
 LX5068'UNDERGROUND MARK.  THEY ARE 153 FEET WEST OF A ROCK FENCE, 72
 LX5068'FEET WEST OF THE WEST SIDE OF A LARGE ROCK PILE, 49 FEET WEST
 LX5068'OF A TWIN TRUNKED OAK TREE AND 39.5 FEET EAST OF AN 18-INCH OAK
 LX5068'TREE.
 LX5068'
 LX5068'REFERENCE MARK 1, STAMPED ROGERS NO 1 1934, IS A STANDARD DISK
 LX5068'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 LX5068'SURFACE.  IT IS 40.5 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE
 LX5068'ROCK PILE, 26 FEET SOUTHWEST OF A 20-INCH OAK TREE, 15 FEET WEST
 LX5068'OF THE ROCK FENCE (AT A GAP IN THE FENCE), 11.5 FEET EAST OF AN
 LX5068'18-INCH OAK TREE AND 6 FEET NORTH OF CENTER OF A TRACK ROAD.
 LX5068'
 LX5068'REFERENCE MARK 2, STAMPED ROGERS NO 2 1934, IS A STANDARD DISK
 LX5068'CEMENTED IN A DRILL HOLE IN A BOULDER WITH ABOUT 1 BY 3 FEET OF
 LX5068'THE SURFACE EXPOSED AND PROJECTS ABOUT 2 INCHES ABOVE THE
 LX5068'GROUND SURFACE.  IT IS 79 FEET WEST OF THE ROCK FENCE, 45 FEET
 LX5068'SOUTHWEST OF THE SOUTHWEST SIDE OF THE ROCK PILE, 32.5 FEET
 LX5068'NORTHWEST OF A 12-INCH OAK TREE AND 12 FEET WEST OF 5-INCH OAK
 LX5068'TREE WITH A METAL WITNESS SIGN NAILED TO IT.
 LX5068'
 LX5068'AZIMUTH MARK, STAMPED ROGERS 1934 AZ 1975, IS A STANDARD
 LX5068'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WITH
 LX5068'ABOUT 1 BY 2 FEET OF THE SURFACE EXPOSED AND FLUSH WITH THE
 LX5068'GROUND SURFACE.  IT IS 62 FEET SOUTH OF THE SOUTH SIDE OF THE
 LX5068'ROCK PILE, 38 FEET WEST OF THE ROCK FENCE, 17 FEET SOUTH OF A
 LX5068'20-INCH OAK TREE AND 8.5 FEET WEST-SOUTHWEST OF A 10-INCH OAK TREE.
 LX5068'
 LX5068'HEIGHT OF LIGHT ABOVE STATION MARK 86.2 FEET.
 LX5068'
 LX5068'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5068'1-1/4 MILES SOUTH OF UNCASVILLE.
 LX5068
 LX5068                          STATION RECOVERY (1984)
 LX5068
 LX5068'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5068'ROGERS 1934 FOUND GOOD.
 LX5068'ROGERS 1934 RM 1 FOUND GOOD.
 LX5068'ROGERS 1934 RM 2 FOUND GOOD.
 LX5068'WITNESS SIGN ADJACENT TO RM 2 STAPLED TO TREE.
 LX5068
 LX5068                          STATION RECOVERY (1989)
 LX5068
 LX5068'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5068'RECOVERED IN GOOD CONDITION.
 LX5068
 LX5068                          STATION RECOVERY (2002)
 LX5068
 LX5068'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX5068'RM1 AND AZIMUTH APPEAR TO HAVE BEEN BURIED BY CONSTRUCTION ACTIVITY.
 LX5068'STONE FENCE S OF GAP IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6430 ***********************************************************************
 LX6430  DESIGNATION -  ROGERS ISLAND CHIMNEY
 LX6430  PID         -  LX6430
 LX6430  STATE/COUNTY-  CT/NEW HAVEN
 LX6430  USGS QUAD   -  BRANFORD (1984)
 LX6430
 LX6430                         *CURRENT SURVEY CONTROL
 LX6430  ___________________________________________________________________
 LX6430* NAD 83(1996)-  41 15 34.67931(N)    072 45 47.33411(W)     ADJUSTED  
 LX6430* NAVD 88     -                                                        
 LX6430  ___________________________________________________________________
 LX6430  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LX6430  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX6430
 LX6430  HORZ ORDER  -  THIRD
 LX6430
 LX6430.The horizontal coordinates were established by classical geodetic methods
 LX6430.and adjusted by the National Geodetic Survey in August 1998..
 LX6430
 LX6430
 LX6430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6430
 LX6430.The geoid height was determined by GEOID03.
 LX6430
 LX6430;                    North         East     Units Scale Factor Converg.
 LX6430;SPC CT       -   199,744.042   303,698.728   MT  0.99999452   -0 00 31.4
 LX6430;SPC CT       -   655,326.91    996,384.91   sFT  0.99999452   -0 00 31.4
 LX6430;SPC NY L     -   122,105.487   403,651.990   MT  1.00002040   +0 48 32.4
 LX6430;SPC NY L     -   400,607.75  1,324,314.90   sFT  1.00002040   +0 48 32.4
 LX6430;UTM  18      - 4,569,992.376   687,388.793   MT  1.00003217   +1 28 32.1
 LX6430
 LX6430                          SUPERSEDED SURVEY CONTROL
 LX6430
 LX6430  NAD 83(1992)-  41 15 34.67842(N)    072 45 47.33394(W) AD(       ) 4
 LX6430  NAD 83(1986)-  41 15 34.68047(N)    072 45 47.33696(W) AD(       ) 4
 LX6430  NAD 27      -  41 15 34.33200(N)    072 45 48.98400(W) AD(       ) 3
 LX6430
 LX6430.Superseded values are not recommended for survey control.
 LX6430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6430.See file dsdata.txt to determine how the superseded data were derived.
 LX6430
 LX6430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8738969992(NAD 83)
 LX6430
 LX6430  HISTORY     - Date     Condition        Report By
 LX6430  HISTORY     - 1933     MONUMENTED       CGS
 LX6430  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6430
 LX6430                          STATION DESCRIPTION
 LX6430
 LX6430'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6430'THERE IS A SINGLE HOUSE ON ROGERS ISLAND.  THE ROOF IS A STRIKING
 LX6430'RED COLOR.  THREE CHIMNEYS SHOW.  ONE, TALL AND SLIM, RISES AT
 LX6430'THE N END OF THE HOUSE.  THE LARGEST AND HIGHEST OF THE THREE IS
 LX6430'A LITTLE S OF THE CENTER OF THE HOUSE.
 LX6430'
 LX6430'CENTER IS THE CENTER LINE OF THE LATTER CHIMNEY.
 LX6430'
 LX6430'THIS HOUSE IS MENTIONED IN THE COAST PILOT SAILING DIRECTIONS
 LX6430'FOR THE THIMBLE ISLANDS.
 LX6430
 LX6430                          STATION RECOVERY (1961)
 LX6430
 LX6430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6430'STATION COULD NOT BE FOUND.  NEITHER OF THE THREE CHIMNEYS ON
 LX6430'THE HOUSE CORRESPONDS WITH THE DESCRIPTION.  THIS STATION SHOULD BE
 LX6430'CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6014 ***********************************************************************
 LX6014  DESIGNATION -  ROOTS CHIMNEY
 LX6014  PID         -  LX6014
 LX6014  STATE/COUNTY-  CT/MIDDLESEX
 LX6014  USGS QUAD   -  DEEP RIVER (1971)
 LX6014
 LX6014                         *CURRENT SURVEY CONTROL
 LX6014  ___________________________________________________________________
 LX6014* NAD 83(1996)-  41 28 39.35919(N)    072 26 40.91636(W)     ADJUSTED  
 LX6014* NAVD 88     -                                                        
 LX6014  ___________________________________________________________________
 LX6014  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LX6014  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6014
 LX6014  HORZ ORDER  -  THIRD
 LX6014
 LX6014.The horizontal coordinates were established by classical geodetic methods
 LX6014.and adjusted by the National Geodetic Survey in August 1998..
 LX6014
 LX6014
 LX6014.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6014
 LX6014.The geoid height was determined by GEOID03.
 LX6014
 LX6014;                    North         East     Units Scale Factor Converg.
 LX6014;SPC CT       -   223,996.312   330,300.386   MT  0.99998362   +0 12 08.8
 LX6014;SPC CT       -   734,894.57  1,083,660.52   sFT  0.99998362   +0 12 08.8
 LX6014;UTM  18      - 4,594,929.606   713,354.781   MT  1.00016022   +1 41 35.1
 LX6014
 LX6014                          SUPERSEDED SURVEY CONTROL
 LX6014
 LX6014  NAD 83(1992)-  41 28 39.35841(N)    072 26 40.91611(W) AD(       ) 4
 LX6014  NAD 83(1986)-  41 28 39.36010(N)    072 26 40.91866(W) AD(       ) 4
 LX6014  NAD 27      -  41 28 39.00000(N)    072 26 42.62000(W) AD(       ) 3
 LX6014
 LX6014.Superseded values are not recommended for survey control.
 LX6014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6014.See file dsdata.txt to determine how the superseded data were derived.
 LX6014
 LX6014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1335594930(NAD 83)
 LX6014
 LX6014  HISTORY     - Date     Condition        Report By
 LX6014  HISTORY     - 1934     MONUMENTED       CGS
 LX6014  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LX6014
 LX6014                          STATION DESCRIPTION
 LX6014
 LX6014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6014'THE RESIDENCE OF WILBUR C. ROOT IS ON THE E SIDE OF ROUTE 151,
 LX6014'1/4 MILE S OF THE EAST HADDAM CONGREGATIONAL CHURCH.  AT THIS
 LX6014'POINT THERE IS A CONSIDERABLE WIDTH OF LAWN BETWEEN THE HIGHWAY
 LX6014'AND THE FENCE LINE.
 LX6014'
 LX6014'THE MAIN HOUSE IS TWO-STORIES HIGH WITH GABLES FACING N AND
 LX6014'S.  A SMALL 1 1/2-STORY WING IS ATTACHED TO THE SE CORNER.  THE
 LX6014'ENTIRE STRUCTURE IS PAINTED WHITE AND HAS GREEN SHUTTERS.
 LX6014'
 LX6014'TWO CHIMNEYS, PAINTED WHITE WITH A GREEN BAND AT THE TOP,
 LX6014'SHOW.  THE SLIM ONE IS IN THE MIDDLE OF THE WING ROOF.  THE ONE
 LX6014'IN THE MIDDLE OF THE MAIN ROOF IS LARGE AND RECTANGULAR.
 LX6014'
 LX6014'CENTER IS THE CENTER LINE OF THE LATTER CHIMNEY.  IT IS
 LX6014'ABOUT 65 METERS E OF THE CENTER LINE OF ROUTE 151.
 LX6014
 LX6014                          STATION RECOVERY (1997)
 LX6014
 LX6014'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW5137 ***********************************************************************
 LW5137  DESIGNATION -  ROSS
 LW5137  PID         -  LW5137
 LW5137  STATE/COUNTY-  CT/NEW LONDON
 LW5137  USGS QUAD   -  UNCASVILLE (1984)
 LW5137
 LW5137                         *CURRENT SURVEY CONTROL
 LW5137  ___________________________________________________________________
 LW5137* NAD 83(1996)-  41 29 40.68601(N)    071 59 59.82963(W)     ADJUSTED  
 LW5137* NAVD 88     -        69.8    (meters)     229.     (feet)  VERTCON   
 LW5137  ___________________________________________________________________
 LW5137  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 LW5137  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LW5137
 LW5137  HORZ ORDER  -  SECOND
 LW5137
 LW5137.The horizontal coordinates were established by classical geodetic methods
 LW5137.and adjusted by the National Geodetic Survey in August 1998..
 LW5137
 LW5137.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW5137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW5137
 LW5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW5137
 LW5137.The geoid height was determined by GEOID03.
 LW5137
 LW5137;                    North         East     Units Scale Factor Converg.
 LW5137;SPC CT       -   226,115.036   367,430.028   MT  0.99998337   +0 29 50.4
 LW5137;SPC CT       -   741,845.75  1,205,476.68   sFT  0.99998337   +0 29 50.4
 LW5137;UTM  19      - 4,598,014.308   249,580.811   MT  1.00037180   -1 59 19.1
 LW5137;UTM  18      - 4,598,014.583   750,427.091   MT  1.00037185   +1 59 19.4
 LW5137
 LW5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW5137!SPC CT       -   0.99999381  x   0.99998337  =   0.99997718
 LW5137!UTM  19      -   0.99999381  x   1.00037180  =   1.00036561
 LW5137!UTM  18      -   0.99999381  x   1.00037185  =   1.00036566
 LW5137
 LW5137:                Primary Azimuth Mark                     Grid Az
 LW5137:SPC CT       -  ROSS AZ MK                               016 00 11.9
 LW5137:UTM  19      -  ROSS AZ MK                               018 29 21.4
 LW5137:UTM  18      -  ROSS AZ MK                               014 30 42.9
 LW5137
 LW5137|---------------------------------------------------------------------|
 LW5137| PID    Reference Object                     Distance      Geod. Az  |
 LW5137|                                                           dddmmss.s |
 LW5137| CZ7856 ROSS AZ MK                                         0163002.3 |
 LW5137| LW5136 ROSS RM 1                             7.907 METERS 03031     |
 LW5137| CZ7857 ROSS RM 2                            12.362 METERS 31553     |
 LW5137|---------------------------------------------------------------------|
 LW5137
 LW5137                          SUPERSEDED SURVEY CONTROL
 LW5137
 LW5137  NAD 83(1992)-  41 29 40.68493(N)    071 59 59.82889(W) AD(       ) 2
 LW5137  NAD 83(1986)-  41 29 40.68513(N)    071 59 59.83082(W) AD(       ) 2
 LW5137  NAD 27      -  41 29 40.33207(N)    072 00 01.55742(W) AD(       ) 2
 LW5137  NGVD 29 (07/19/86)   70.1    (m)          230.     (f) VERT ANG       
 LW5137
 LW5137.Superseded values are not recommended for survey control.
 LW5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW5137.See file dsdata.txt to determine how the superseded data were derived.
 LW5137
 LW5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4958198014(NAD 83)
 LW5137_MARKER: DS = TRIANGULATION STATION DISK
 LW5137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW5137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW5137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW5137+STABILITY: SURFACE MOTION
 LW5137
 LW5137  HISTORY     - Date     Condition        Report By
 LW5137  HISTORY     - 1975     MONUMENTED       NGS
 LW5137
 LW5137                          STATION DESCRIPTION
 LW5137
 LW5137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW5137'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF LEDYARD CENTER, 3
 LW5137'MILES SOUTHWEST OF PRESTON CITY, 1-1/2 MILES EAST OF HALLVILLE, ON
 LW5137'THE WEST SIDE OF ROSS ROAD AND ON PROPERTY OWNED BY THE STATE OF
 LW5137'CONNECTICUT HIGHWAY DEPARTMENT.
 LW5137'
 LW5137'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 164 AND
 LW5137'STATE HIGHWAY 165 IN PRESTON CITY, GO SOUTHWEST AND SOUTH ON STATE
 LW5137'HIGHWAY 164 FOR 1.5 MILES TO ROSS ROAD ON THE RIGHT, TURN RIGHT
 LW5137'AND GO SOUTHWEST ON ROSS ROAD FOR 1.05 MILES TO WHERE ROSS ROAD
 LW5137'TURNS LEFT AND DOOLITTLE ROAD GOES STRAIGHT AHEAD.  TURN LEFT AND
 LW5137'GO SOUTH ON ROSS ROAD FOR 0.4 MILES TO THE AZIMUTH MARK ON THE
 LW5137'LEFT, CONTINUE SOUTH ON ROSS ROAD FOR 0.15 MILE TO MATTERN ROAD
 LW5137'ON THE RIGHT AND THE STATION ON THE RIGHT IN THE NORTHWEST
 LW5137'ANGLE OF THE ROAD JUNCTION.
 LW5137'
 LW5137'THE STATION MARK, STAMPED ROSS 1975, IS A STANDARD DISK SET IN
 LW5137'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE GROUND
 LW5137'SURFACE.  THERE IS NO UNDERGROUND MARK.  IT IS 53 FEET NORTHWEST
 LW5137'OF POWERLINE POLE NUMBER 287, 35 FEET NORTHEAST OF THE CENTERLINE
 LW5137'OF MATTERN ROAD, 22 FEET NORTHWEST OF THE CENTERLINE OF ROSS
 LW5137'ROAD, 9.8 FEET SOUTH OF A METAL WITNESS POST, 7.5 FEET EAST OF A
 LW5137'36 INCH TREE AND 6 FEET SOUTH OF A ROCK FENCE.
 LW5137'
 LW5137'REFERENCE MARK 1, STAMPED ROSS NO 1 1975, IS A STANDARD DISK SET
 LW5137'IN THE TOP OF A ROUND CONCRETE POST THAT IS 1 INCH BELOW THE
 LW5137'GROUND SURFACE.  IT IS 66 FEET NORTH OF POWERLINE POLE NUMBER 287,
 LW5137'58 FEET NORTHEAST OF THE CENTERLINE OF MATTERN ROAD, 21.4 FEET
 LW5137'EAST OF A METAL WITNESS POST, 15.6 FEET NORTHWEST OF THE
 LW5137'CENTERLINE OF ROSS ROAD AND 3 FEET SOUTHEAST OF A ROCK FENCE.
 LW5137'
 LW5137'REFERENCE MARK 2, STAMPED ROSS NO 2 1975 IS A STANDARD DISK SET
 LW5137'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET IN DIAMETER
 LW5137'AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET
 LW5137'NORTH OF THE CENTERLINE OF MATTERN ROAD, 56 FEET NORTHWEST OF THE
 LW5137'CENTERLINE OF ROSS ROAD, 31.8 FEET NORTHWEST OF A METAL WITNESS
 LW5137'POST AND 35.5 FEET NORTH OF A 36 INCH TREE.
 LW5137'
 LW5137'THE AZIMUTH MARK, STAMPED ROSS AZ 1975, IS A STANDARD REFERENCE
 LW5137'MARK DISK SET IN A DRILL HOLE IN A ROCK OUTCROP ABOUT 3 FEET
 LW5137'HIGHER THAN THE ROAD SURFACE.  IT IS 72 FEET NORTHWEST OF THE
 LW5137'NORTHWEST CORNER OF A HOUSE, 29 FEET SOUTHEAST OF POWERLINE POLE
 LW5137'NUMBER 521, 15 FEET SOUTHEAST OF THE CENTERLINE OF ROSS ROAD,
 LW5137'13.6 FEET SOUTH OF A METAL WITNESS POST, 15.5 FEET WEST OF AN 8
 LW5137'INCH HICKORY AND 9 FEET NORTHEAST OF THE NORTHWEST CORNER OF A
 LW5137'YARD.
 LW5137'
 LW5137'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3429 ***********************************************************************
 LW3429  DESIGNATION -  ROSSIE VELVET CO SHORT STACK
 LW3429  PID         -  LW3429
 LW3429  STATE/COUNTY-  CT/NEW LONDON
 LW3429  USGS QUAD   -  MYSTIC (1984)
 LW3429
 LW3429                         *CURRENT SURVEY CONTROL
 LW3429  ___________________________________________________________________
 LW3429* NAD 83(1996)-  41 21 51.83791(N)    071 57 45.81602(W)     ADJUSTED  
 LW3429* NAVD 88     -                                                        
 LW3429  ___________________________________________________________________
 LW3429  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 LW3429  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3429
 LW3429  HORZ ORDER  -  THIRD
 LW3429
 LW3429.The horizontal coordinates were established by classical geodetic methods
 LW3429.and adjusted by the National Geodetic Survey in August 1998..
 LW3429
 LW3429
 LW3429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3429
 LW3429.The geoid height was determined by GEOID03.
 LW3429
 LW3429;                    North         East     Units Scale Factor Converg.
 LW3429;SPC CT       -   211,679.250   370,670.115   MT  0.99998748   +0 31 19.2
 LW3429;SPC CT       -   694,484.34  1,216,106.87   sFT  0.99998748   +0 31 19.2
 LW3429;UTM  19      - 4,583,446.170   252,193.335   MT  1.00035580   -1 57 32.0
 LW3429;UTM  18      - 4,583,662.143   754,042.592   MT  1.00039432   +2 00 29.7
 LW3429
 LW3429                          SUPERSEDED SURVEY CONTROL
 LW3429
 LW3429  NAD 83(1992)-  41 21 51.83661(N)    071 57 45.81511(W) AD(       ) 4
 LW3429  NAD 83(1986)-  41 21 51.83728(N)    071 57 45.81889(W) AD(       ) 4
 LW3429  NAD 27      -  41 21 51.48200(N)    071 57 47.55600(W) AD(       ) 3
 LW3429
 LW3429.Superseded values are not recommended for survey control.
 LW3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3429.See file dsdata.txt to determine how the superseded data were derived.
 LW3429
 LW3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5219383446(NAD 83)
 LW3429_MARKER: 63 = STACK
 LW3429
 LW3429  HISTORY     - Date     Condition        Report By
 LW3429  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3429  HISTORY     - 1948     GOOD             CGS
 LW3429  HISTORY     - 1966     GOOD             CGS
 LW3429  HISTORY     - 1989     GOOD             USPSQD
 LW3429  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 LW3429
 LW3429                          STATION DESCRIPTION
 LW3429
 LW3429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3429'THE ROSSIE VELVET COMPANY PLANT IS ON THE E BANK OF THE MYSTIC
 LW3429'RIVER ABOUT 1/2 MILE N OF THE VILLAGE OF MYSTIC.  THE PLANT IS
 LW3429'A LOW ONE-STORY BROWN BRICK BUILDING WITH A SAW-TOOTH ROOF.  THE
 LW3429'STACK IS YELLOW BRICK AND IS AT THE FRONT CENTER OF THE MAIN
 LW3429'BUILDING A FEW FEET E OF THE STREET ALONG THE W SIDE OF THE
 LW3429'PLANT.
 LW3429'
 LW3429'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT
 LW3429'150 FEET ABOVE GROUND.
 LW3429
 LW3429                          STATION RECOVERY (1948)
 LW3429
 LW3429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3429'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE, WITH
 LW3429'THE FOLLOWING EXCEPTION--
 LW3429'
 LW3429'IT IS NOW THE J. ROSSIE VELVET COMPANY.
 LW3429
 LW3429                          STATION RECOVERY (1966)
 LW3429
 LW3429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3429'STATION RECOVERED AS DESCRIBED.
 LW3429'
 LW3429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3429'AT MYSTIC.
 LW3429
 LW3429                          STATION RECOVERY (1989)
 LW3429
 LW3429'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHW)
 LW3429'RECOVERED IN GOOD CONDITION.
 LW3429
 LW3429                          STATION RECOVERY (1990)
 LW3429
 LW3429'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3433 ***********************************************************************
 LW3433  DESIGNATION -  ROSSIE VELVET CO TALL STACK
 LW3433  PID         -  LW3433
 LW3433  STATE/COUNTY-  CT/NEW LONDON
 LW3433  USGS QUAD   -  MYSTIC (1984)
 LW3433
 LW3433                         *CURRENT SURVEY CONTROL
 LW3433  ___________________________________________________________________
 LW3433* NAD 83(1996)-  41 21 51.94025(N)    071 57 44.77830(W)     ADJUSTED  
 LW3433* NAVD 88     -                                                        
 LW3433  ___________________________________________________________________
 LW3433  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LW3433  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LW3433
 LW3433  HORZ ORDER  -  THIRD
 LW3433
 LW3433.The horizontal coordinates were established by classical geodetic methods
 LW3433.and adjusted by the National Geodetic Survey in August 1998..
 LW3433
 LW3433
 LW3433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3433
 LW3433.The geoid height was determined by GEOID03.
 LW3433
 LW3433;                    North         East     Units Scale Factor Converg.
 LW3433;SPC CT       -   211,682.627   370,694.203   MT  0.99998748   +0 31 19.9
 LW3433;SPC CT       -   694,495.42  1,216,185.90   sFT  0.99998748   +0 31 19.9
 LW3433;SPC RI       -    31,320.854    61,307.934   MT  1.00001217   -0 18 20.2
 LW3433;SPC RI       -   102,758.50    201,141.11   sFT  1.00001217   -0 18 20.2
 LW3433;UTM  19      - 4,583,448.502   252,217.555   MT  1.00035565   -1 57 31.4
 LW3433;UTM  18      - 4,583,666.145   754,066.594   MT  1.00039447   +2 00 30.4
 LW3433
 LW3433                          SUPERSEDED SURVEY CONTROL
 LW3433
 LW3433  NAD 83(1992)-  41 21 51.93895(N)    071 57 44.77740(W) AD(       ) 4
 LW3433  NAD 83(1986)-  41 21 51.93959(N)    071 57 44.78118(W) AD(       ) 4
 LW3433  NAD 27      -  41 21 51.58693(N)    071 57 46.51678(W) AD(       ) 3
 LW3433
 LW3433.Superseded values are not recommended for survey control.
 LW3433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3433.See file dsdata.txt to determine how the superseded data were derived.
 LW3433
 LW3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5221883449(NAD 83)
 LW3433_MARKER: 63 = STACK
 LW3433
 LW3433  HISTORY     - Date     Condition        Report By
 LW3433  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3433  HISTORY     - 1948     GOOD             CGS
 LW3433  HISTORY     - 1954     GOOD             CGS
 LW3433  HISTORY     - 1966     GOOD             CGS
 LW3433  HISTORY     - 1975     GOOD             NGS
 LW3433  HISTORY     - 1990     GOOD             USPSQD
 LW3433  HISTORY     - 1990     GOOD             USPSQD
 LW3433
 LW3433                          STATION DESCRIPTION
 LW3433
 LW3433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3433'THE ROSSIE VELVET COMPANY PLANT IS LOCATED ON THE E BANK OF
 LW3433'THE MYSTIC RIVER ABOUT 1/2 MILE N OF THE VILLAGE OF MYSTIC.  THE
 LW3433'PLANT IS A ONE-STORY BROWN BRICK BUILDING WITH A SAW-TOOTH
 LW3433'ROOF.  THE STACK IS MADE OF YELLOW BRICK AND IS NEAR THE CENTER
 LW3433'OF THE PLANT.
 LW3433'
 LW3433'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 250
 LW3433'FEET ABOVE GROUND.
 LW3433
 LW3433                          STATION RECOVERY (1948)
 LW3433
 LW3433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3433'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTIONS--
 LW3433'
 LW3433'1.  IT IS NOW THE J. ROSSIE VELVET COMPANY.
 LW3433'
 LW3433'2.  THE STACK HAS BEEN PAINTED WHITE.
 LW3433
 LW3433                          STATION RECOVERY (1954)
 LW3433
 LW3433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3433'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 LW3433'APPARENTLY IN ERROR.  STACK IS CONCRETE, PAINTED WHITE, RATHER
 LW3433'THAN YELLOW BRICK.  ACCORDING TO THE PLANT SUPERVISOR, THE STACK
 LW3433'WAS BUILT PRIOR TO 1934 AND HAS NEVER BEEN REBUILT.  ORIGINAL
 LW3433'DESCRIPTION IS OTHERWISE ADEQUATE AND COMPLETE.
 LW3433
 LW3433                          STATION RECOVERY (1966)
 LW3433
 LW3433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3433'STATION RECOVERED AS DESCRIBED.
 LW3433'
 LW3433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3433'AT MYSTIC.
 LW3433
 LW3433                          STATION RECOVERY (1975)
 LW3433
 LW3433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3433'THE STATION IS THE TOP CENTER OF THE AMERICAN VELVET COMPANY
 LW3433'STACK.  IT IS PAINTED GREY AND IS ABOUT 175 FEET HIGH.
 LW3433'
 LW3433'THE STATION IS ABOUT 3/4 MILE NORTH OF DOWNTOWN MYSTIC AND
 LW3433'0.1 MILE EAST OF THE EAST BANK OF THE MYSTIC RIVER.
 LW3433
 LW3433                          STATION RECOVERY (1990)
 LW3433
 LW3433'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3433'RECOVERED IN GOOD CONDITION.
 LW3433
 LW3433                          STATION RECOVERY (1990)
 LW3433
 LW3433'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4647 ***********************************************************************
 LX4647  DESIGNATION -  ROTO
 LX4647  PID         -  LX4647
 LX4647  STATE/COUNTY-  CT/WINDHAM
 LX4647  USGS QUAD   -  EASTFORD (1983)
 LX4647
 LX4647                         *CURRENT SURVEY CONTROL
 LX4647  ___________________________________________________________________
 LX4647* NAD 83(1996)-  41 53 31.81840(N)    072 06 09.53261(W)     ADJUSTED  
 LX4647* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 LX4647  ___________________________________________________________________
 LX4647  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LX4647  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX4647
 LX4647  HORZ ORDER  -  FIRST
 LX4647
 LX4647.The horizontal coordinates were established by classical geodetic methods
 LX4647.and adjusted by the National Geodetic Survey in August 1998..
 LX4647
 LX4647.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4647
 LX4647.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4647
 LX4647.The geoid height was determined by GEOID03.
 LX4647
 LX4647;                    North         East     Units Scale Factor Converg.
 LX4647;SPC CT       -   270,197.325   358,524.313   MT  1.00000268   +0 25 45.2
 LX4647;SPC CT       -   886,472.39  1,176,258.52   sFT  1.00000268   +0 25 45.2
 LX4647;UTM  18      - 4,641,864.263   740,367.741   MT  1.00031101   +1 56 08.1
 LX4647
 LX4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4647!SPC CT       -   0.99996704  x   1.00000268  =   0.99996972
 LX4647!UTM  18      -   0.99996704  x   1.00031101  =   1.00027804
 LX4647
 LX4647:                Primary Azimuth Mark                     Grid Az
 LX4647:SPC CT       -  WYMAN                                    015 53 55.7
 LX4647:UTM  18      -  WYMAN                                    014 23 32.8
 LX4647
 LX4647|---------------------------------------------------------------------|
 LX4647| PID    Reference Object                     Distance      Geod. Az  |
 LX4647|                                                           dddmmss.s |
 LX4647| LX4646 WYMAN                               APPROX. 3.6 KM 0161940.9 |
 LX4647| CZ7858 ROTO RM 1                            17.435 METERS 15326     |
 LX4647| CZ7859 ROTO RM 2                            21.650 METERS 34512     |
 LX4647|---------------------------------------------------------------------|
 LX4647
 LX4647                          SUPERSEDED SURVEY CONTROL
 LX4647
 LX4647  NAD 83(1996)-  41 53 31.81802(N)    072 06 09.53255(W) AD(       ) 1
 LX4647  NAD 83(1992)-  41 53 31.81806(N)    072 06 09.53234(W) AD(       ) 1
 LX4647  NAD 83(1992)-  41 53 31.81834(N)    072 06 09.53270(W) AD(       ) 1
 LX4647  NAD 83(1986)-  41 53 31.81920(N)    072 06 09.53238(W) AD(       ) 1
 LX4647  NAD 27      -  41 53 31.47050(N)    072 06 11.26112(W) AD(       ) 1
 LX4647  NGVD 29 (07/19/86)  239.8    (m)          787.     (f) VERT ANG       
 LX4647
 LX4647.Superseded values are not recommended for survey control.
 LX4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4647.See file dsdata.txt to determine how the superseded data were derived.
 LX4647
 LX4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4036841864(NAD 83)
 LX4647_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4647+STABILITY: SURFACE MOTION
 LX4647
 LX4647  HISTORY     - Date     Condition        Report By
 LX4647  HISTORY     - 1977     MONUMENTED       NGS
 LX4647  HISTORY     - 20040418 GOOD             GEOCAC
 LX4647
 LX4647                          STATION DESCRIPTION
 LX4647
 LX4647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4647'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF ASHFORD,
 LX4647'1-1/4 MILES NORTHWEST OF PHOENIXVILLE AND 1-1/4 MILES SOUTHWEST
 LX4647'OF EASTFORD.  IT IS ON PROPERTY OWNED BY DR. DOMINCK ROTO, 1
 LX4647'BROAD STREET, EAST HARTFORD, CONNECTICUT, PHONE NUMBER
 LX4647'802-555-1212.
 LX4647'
 LX4647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 198
 LX4647'AND OLD COLONY ROAD AND WESTFORD ROAD IN EASTFORD, GO WEST ON
 LX4647'WESTFORD ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT, WEEKS ROAD.
 LX4647'CONTINUE WEST ON WESTFORD ROAD FOR 0.85 MILE TO A TRACK ROAD
 LX4647'ON THE LEFT, JUST AFTER PASSING THE RESIDENCE OF DR. ROTO ON THE
 LX4647'LEFT.  TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR 0.35 MILE
 LX4647'TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND GO
 LX4647'EASTERLY ACROSS A PASTURE FOR 0.05 MILE TO A POLE GATE.
 LX4647'CONTINUE THROUGH THE GATE AND GO SOUTHEASTERLY ON A WOODS
 LX4647'ROAD FOR 0.4 MILE TO THE TOP OF THE HILL AND THE STATION.
 LX4647'
 LX4647'STATION MARKS, STAMPED---ROTO 1977---, ARE STANDARD DISKS.  THE
 LX4647'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX4647'THAT PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX4647'21.5 FEET NORTHWEST OF A 12-INCH TRIANGULAR BLAZED HICKORY TREE,
 LX4647'18 FEET SOUTHEAST OF A 15-INCH TREE AND 3.7 FEET NORTH OF A
 LX4647'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 LX4647'AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 48 INCHES BELOW
 LX4647'THE GROUND SURFACE.  A 30-INCH
 LX4647'LONG STEEL ROD WAS EMBEDDED IN THE
 LX4647'STATION MARK.
 LX4647'
 LX4647'REFERENCE MARK 1, STAMPED---ROTO NO 1 1977---, IS A STANDARD
 LX4647'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 LX4647'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 50
 LX4647'FEET SOUTH OF THE TRIANGULAR BLAZED TREE, 28.5 FEET SOUTHWEST
 LX4647'OF AN 18-INCH OAK TREE AND 2.7 FEET NORTH OF A METAL WITNESS
 LX4647'POST.
 LX4647'
 LX4647'REFERENCE MARK 2, STAMPED---ROTO NO 2 1977---, IS A STANDARD
 LX4647'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 LX4647'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 80.5
 LX4647'FEET NORTH OF THE TRIANGULAR BLAZED TREE, 9.5 FEET NORTHWEST OF
 LX4647'A 12-INCH HICKORY TREE AND 2.8 FEET SOUTH OF A METAL WITNESS
 LX4647'POST.
 LX4647'
 LX4647'NO SUITABLE LOCATION WAS FOUND TO SET AN AZIMUTH MARK.
 LX4647'
 LX4647'THE HEIGHT OF THE LIGHT ABOVE THE MARK WAS 26.2 METERS.
 LX4647'
 LX4647'DESCRIBED BY L.D. ACRES.
 LX4647
 LX4647                          STATION RECOVERY (2004)
 LX4647
 LX4647'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX4647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7461 ***********************************************************************
 LX7461  DESIGNATION -  ROTON
 LX7461  PID         -  LX7461
 LX7461  STATE/COUNTY-  CT/FAIRFIELD
 LX7461  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7461
 LX7461                         *CURRENT SURVEY CONTROL
 LX7461  ___________________________________________________________________
 LX7461* NAD 83(1996)-  41 04 38.03763(N)    073 26 03.29818(W)     ADJUSTED  
 LX7461* NAVD 88     -        31.0    (meters)     102.     (feet)  VERTCON   
 LX7461  ___________________________________________________________________
 LX7461  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 LX7461  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX7461
 LX7461  HORZ ORDER  -  FIRST
 LX7461
 LX7461.The horizontal coordinates were established by classical geodetic methods
 LX7461.and adjusted by the National Geodetic Survey in August 1998..
 LX7461
 LX7461.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7461
 LX7461.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7461
 LX7461.The geoid height was determined by GEOID03.
 LX7461
 LX7461;                    North         East     Units Scale Factor Converg.
 LX7461;SPC CT       -   179,714.672   247,298.162   MT  1.00001467   -0 27 13.3
 LX7461;SPC CT       -   589,613.89    811,344.05   sFT  1.00001467   -0 27 13.3
 LX7461;UTM  18      - 4,548,511.733   631,530.453   MT  0.99981292   +1 01 44.3
 LX7461
 LX7461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7461!SPC CT       -   0.99999986  x   1.00001467  =   1.00001453
 LX7461!UTM  18      -   0.99999986  x   0.99981292  =   0.99981278
 LX7461
 LX7461|---------------------------------------------------------------------|
 LX7461| PID    Reference Object                     Distance      Geod. Az  |
 LX7461|                                                           dddmmss.s |
 LX7461| CR9136 ROTON RM 1                           22.555 METERS 01932     |
 LX7461| CR9137 ROTON RM 2                           24.756 METERS 26808     |
 LX7461|---------------------------------------------------------------------|
 LX7461
 LX7461                          SUPERSEDED SURVEY CONTROL
 LX7461
 LX7461  NAD 83(1992)-  41 04 38.03695(N)    073 26 03.29685(W) AD(       ) 1
 LX7461  NAD 83(1986)-  41 04 38.03869(N)    073 26 03.29933(W) AD(       ) 1
 LX7461  NAD 83(1986)-  41 04 38.03600(N)    073 26 03.29594(W) AD(       ) 1
 LX7461  NGVD 29 (10/23/89)   31.4    (m)          103.     (f) VERT ANG       
 LX7461
 LX7461.Superseded values are not recommended for survey control.
 LX7461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7461.See file dsdata.txt to determine how the superseded data were derived.
 LX7461
 LX7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3153048512(NAD 83)
 LX7461_MARKER: DS = TRIANGULATION STATION DISK
 LX7461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7461_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7461+STABILITY: SURFACE MOTION
 LX7461
 LX7461  HISTORY     - Date     Condition        Report By
 LX7461  HISTORY     - 1983     MONUMENTED       NGS
 LX7461
 LX7461                          STATION DESCRIPTION
 LX7461
 LX7461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7461'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI)
 LX7461'SOUTH-SOUTHWEST OF THE CITY HALL IN NORWALK, 2.8 KM
 LX7461'(1.75 MI) EAST OF DARIEN AND ON THE GROUNDS OF ROTON
 LX7461'MIDDLE SCHOOL.
 LX7461'OWNERSHIP--SUPERINTENDENT OF SCHOOLS, HOWARD ROSENSTEIN,
 LX7461'NORWALK BOARD OF EDUCATION, ASC BUILDING, 105 MAIN STREET,
 LX7461'NORWALK CT 06851.
 LX7461'
 LX7461'TO REACH THE STATION FROM THE CITY HALL IN NORWALK, GO
 LX7461'SOUTH ON MAIN STREET FOR 0.2 KM (0.1 MI) TO A RAILROAD
 LX7461'OVERPASS.  CONTINUE SOUTH ON MAIN STREET FOR 0.6 KM
 LX7461'(0.4 MI) TO A FORK (WOODWARD AVENUE TO THE LEFT).  KEEP
 LX7461'RIGHT ON SOUTH MAIN STREET, SOUTH, FOR 1.0 KM
 LX7461'(0.6 MI) TO A CROSS STREET AT A RAILROAD OVERPASS.  PASS
 LX7461'UNDER THE OVERPASS AND CONTINUE AHEAD SOUTHERLY ON WILSON
 LX7461'AVENUE FOR 2.5 KM (1.55 MI) TO AN OFFSET CROSSROAD.  TURN
 LX7461'RIGHT, NORTH, FOR 1.2 KM (0.75 MI) TO A SCHOOL AND
 LX7461'PARKING AREA ON THE LEFT.  (TO REACH THE AZIMUTH MARK
 LX7461'CONTINUE AHEAD ON THE MAIN ROAD FOR 0.4 KM (0.25 MI) TO
 LX7461'THE STATION ON THE RIGHT).  TURN LEFT, WEST, FOR 0.1 KM
 LX7461'(0.05 MI) TO A LARGE PARKING AREA AND THE STATION ON THE
 LX7461'LEFT ON HIGH GROUND.
 LX7461'
 LX7461'THE STATION IS A STANDARD NGS DISK
 LX7461'STAMPED---ROTON 1983---,
 LX7461'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7461'FLUSH WITH GROUND.  IT IS LOCATED
 LX7461'16.64 METERS (54.6 FT) SOUTHEAST FROM A CURB,
 LX7461'13.8 METERS (45.3 FT) NORTHWEST FROM A FENCE CORNER AND
 LX7461'7.42 METERS (24.3 FT) NORTH FROM A WITNESS POST.
 LX7461'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7461'STAMPED---ROTON 1983---,
 LX7461'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7461'
 LX7461'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7461'STAMPED---ROTON NO 1 1983---,
 LX7461'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7461'16.03 METERS (52.6 FT) SOUTHEAST FROM A CURB,
 LX7461'11.12 METERS (36.5 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER,
 LX7461'1.13 METER (3.7 FT) NORTH FROM A WITNESS POST AND
 LX7461'0.37 METER (1.2 FT) WEST FROM A FENCE.
 LX7461'MARK IS LEVEL WITH STATION.
 LX7461'
 LX7461'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7461'STAMPED---ROTON NO 2 1983---,
 LX7461'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7461'FLUSH WITH GROUND.  IT IS LOCATED
 LX7461'36.1 METERS (118.4 FT) WEST FROM A FENCE,
 LX7461'11.19 METERS (36.7 FT) NORTH FROM A WITNESS POST AND
 LX7461'0.50 METER (1.7 FT) SOUTH FROM A CURB.
 LX7461'MARK IS BELOW STATION 2.1 METERS.
 LX7461'
 LX7461'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX7461'STAMPED---ROTON 1983---,
 LX7461'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7461'7.5 METERS (24.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A PAVED
 LX7461'DRIVE,
 LX7461'6.5 METERS (21.5 FT) WEST FROM THE CENTER OF THE ROAD,
 LX7461'5.65 METERS (18.5 FT) SOUTH-SOUTHEAST FROM TELEPHONE POLE NUMBER
 LX7461'24607 AND
 LX7461'3.6 METERS (11.8 FT) EAST FROM A WITNESS POST AT A ROCK WALL.
 LX7461'
 LX7461'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.6 METERS.
 LX7461'
 LX7461'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7462 ***********************************************************************
 LX7462  DESIGNATION -  ROTON AZ MK
 LX7462  PID         -  LX7462
 LX7462  STATE/COUNTY-  CT/FAIRFIELD
 LX7462  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7462
 LX7462                         *CURRENT SURVEY CONTROL
 LX7462  ___________________________________________________________________
 LX7462* NAD 83(1996)-  41 04 51.14128(N)    073 26 01.00056(W)     ADJUSTED  
 LX7462* NAVD 88     -        33.     (meters)     108.     (feet)  VERTCON   
 LX7462  ___________________________________________________________________
 LX7462  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 LX7462  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX7462
 LX7462  HORZ ORDER  -  SECOND
 LX7462
 LX7462.The horizontal coordinates were established by classical geodetic methods
 LX7462.and adjusted by the National Geodetic Survey in August 1998..
 LX7462
 LX7462.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7462
 LX7462.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7462
 LX7462.The geoid height was determined by GEOID03.
 LX7462
 LX7462;                    North         East     Units Scale Factor Converg.
 LX7462;SPC CT       -   180,118.471   247,354.993   MT  1.00001417   -0 27 11.8
 LX7462;SPC CT       -   590,938.68    811,530.51   sFT  1.00001417   -0 27 11.8
 LX7462;UTM  18      - 4,548,916.787   631,576.808   MT  0.99981307   +1 01 46.1
 LX7462
 LX7462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7462!SPC CT       -   0.99999953  x   1.00001417  =   1.00001370
 LX7462!UTM  18      -   0.99999953  x   0.99981307  =   0.99981260
 LX7462
 LX7462                          SUPERSEDED SURVEY CONTROL
 LX7462
 LX7462  NAD 83(1992)-  41 04 51.14060(N)    073 26 00.99925(W) AD(       ) 2
 LX7462  NAD 83(1986)-  41 04 51.14242(N)    073 26 01.00172(W) AD(       ) 2
 LX7462  NAD 83(1986)-  41 04 51.13966(N)    073 26 00.99837(W) AD(       ) 2
 LX7462  NGVD 29 (10/23/89)   33.     (m)          108.     (f) VERT ANG       
 LX7462
 LX7462.Superseded values are not recommended for survey control.
 LX7462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7462.See file dsdata.txt to determine how the superseded data were derived.
 LX7462
 LX7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3157748917(NAD 83)
 LX7462_MARKER: DZ = AZIMUTH MARK DISK
 LX7462_SETTING: 66 = SET IN ROCK OUTCROP
 LX7462_SP_SET: SET IN ROCK OUTCROP
 LX7462_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7462+STABILITY: POSITION/ELEVATION WELL
 LX7462
 LX7462  HISTORY     - Date     Condition        Report By
 LX7462  HISTORY     - 1983     MONUMENTED       NGS
 LX7462
 LX7462                          STATION DESCRIPTION
 LX7462
 LX7462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7462'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI)
 LX7462'SOUTH-SOUTHWEST OF THE CITY HALL IN NORWALK, 2.8 KM
 LX7462'(1.75 MI) EAST OF DARIEN.
 LX7462'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7462'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7462'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX7462'PHONE 203-566-4638.
 LX7462'
 LX7462'TO REACH THE STATION FROM THE CITY HALL IN NORWALK, GO
 LX7462'SOUTH ON MAIN STREET FOR 0.2 KM (0.1 MI) TO A RAILROAD
 LX7462'OVERPASS.  CONTINUE SOUTH ON MAIN STREET FOR 0.6 KM
 LX7462'(0.4 MI) TO A FORK (WOODWARD AVENUE) TO THE LEFT.  KEEP
 LX7462'RIGHT ON SOUTH MAIN STREET, SOUTH, FOR 1.0 KM (0.6 MI)
 LX7462'(0.6 MI) TO A CROSS STREET AT A RAILROAD OVERPASS.  PASS
 LX7462'UNDER THE OVERPASS AND CONTINUE AHEAD SOUTHERLY ON WILSON
 LX7462'AVENUE FOR 2.5 KM (1.55 MI) TO AN OFFSET CROSSROAD.
 LX7462'TURN RIGHT, NORTH, FOR 1.2 KM (0.75 MI) TO A SCHOOL AND
 LX7462'PARKING AREA ON THE LEFT.  CONTINUE AHEAD ON THE MAIN ROAD
 LX7462'FOR 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 LX7462'
 LX7462'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7462'STAMPED---R0TON 1983---,
 LX7462'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7462'6.5 METERS (21.5 FT) WEST FROM THE CENTER OF A ROAD,
 LX7462'7.5 METERS (24.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A PAVED
 LX7462'DRIVE,
 LX7462'5.65 METERS (18.5 FT) SOUTH-SOUTHEAST FROM TELEPHONE POLE 24607
 LX7462'AND
 LX7462'3.6 METERS (11.8 FT) EAST FROM A WITNESS POST AT A ROCK WALL.
 LX7462'
 LX7462'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7462'AN EDM TRAVERSE TIE WAS MADE TO STATION ROTON.
 LX7462'
 LX7462'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3791 ***********************************************************************
 LX3791  DESIGNATION -  ROUND BEACH BEACON
 LX3791  PID         -  LX3791
 LX3791  STATE/COUNTY-  CT/FAIRFIELD
 LX3791  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3791
 LX3791                         *CURRENT SURVEY CONTROL
 LX3791  ___________________________________________________________________
 LX3791* NAD 83(1996)-  41 04 42.61164(N)    073 23 59.14025(W)     ADJUSTED  
 LX3791* NAVD 88     -                                                        
 LX3791  ___________________________________________________________________
 LX3791  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 LX3791  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX3791
 LX3791  HORZ ORDER  -  THIRD
 LX3791
 LX3791.The horizontal coordinates were established by classical geodetic methods
 LX3791.and adjusted by the National Geodetic Survey in August 1998..
 LX3791
 LX3791
 LX3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3791
 LX3791.The geoid height was determined by GEOID03.
 LX3791
 LX3791;                    North         East     Units Scale Factor Converg.
 LX3791;SPC CT       -   179,833.400   250,197.470   MT  1.00001450   -0 25 51.0
 LX3791;SPC CT       -   590,003.41    820,856.20   sFT  1.00001450   -0 25 51.0
 LX3791;UTM  18      - 4,548,705.398   634,425.148   MT  0.99982240   +1 03 06.0
 LX3791
 LX3791                          SUPERSEDED SURVEY CONTROL
 LX3791
 LX3791  NAD 83(1992)-  41 04 42.61122(N)    073 23 59.13854(W) AD(       ) 4
 LX3791  NAD 83(1986)-  41 04 42.61245(N)    073 23 59.14114(W) AD(       ) 4
 LX3791  NAD 27      -  41 04 42.26600(N)    073 24 00.71200(W) AD(       ) 3
 LX3791
 LX3791.Superseded values are not recommended for survey control.
 LX3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3791.See file dsdata.txt to determine how the superseded data were derived.
 LX3791
 LX3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3442548705(NAD 83)
 LX3791
 LX3791  HISTORY     - Date     Condition        Report By
 LX3791  HISTORY     - 1932     MONUMENTED       CGS
 LX3791  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3791  HISTORY     - 19980214 GOOD             USPSQD
 LX3791
 LX3791                          STATION DESCRIPTION
 LX3791
 LX3791'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3791'LOCATED ON THE E SIDE OF THE CHANNEL ABOUT 1/4 MILE S OF
 LX3791'CALF-PASTURE POINT AT THE ENTRANCE TO THE NORWALK RIVER.  THE
 LX3791'STATION IS A BEACON ABOUT 15 FEET HIGH BUILT ON A ROCK PILE
 LX3791'FOUNDATION.  THE BODY OF THE BEACON IS A WHITE FRUSTRUM OF A
 LX3791'SQUARE PYRAMID SURMOUNTED BY A RED STEEL LATTICE WORK WHICH
 LX3791'SUPPORTS THE LIGHT.  THE CENTER OF THE LANTERN MARKS THE
 LX3791'STATION.
 LX3791
 LX3791                          STATION RECOVERY (1958)
 LX3791
 LX3791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3791'RECOVERED AS DESCRIBED.
 LX3791
 LX3791                          STATION RECOVERY (1998)
 LX3791
 LX3791'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3918 ***********************************************************************
 LX3918  DESIGNATION -  ROUND HILL
 LX3918  PID         -  LX3918
 LX3918  STATE/COUNTY-  CT/FAIRFIELD
 LX3918  USGS QUAD   -  GLENVILLE (1971)
 LX3918
 LX3918                         *CURRENT SURVEY CONTROL
 LX3918  ___________________________________________________________________
 LX3918* NAD 83(1996)-  41 06 13.04709(N)    073 40 24.52636(W)     ADJUSTED  
 LX3918* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 LX3918  ___________________________________________________________________
 LX3918  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 LX3918  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3918
 LX3918  HORZ ORDER  -  FIRST
 LX3918
 LX3918.The horizontal coordinates were established by classical geodetic methods
 LX3918.and adjusted by the National Geodetic Survey in August 1998..
 LX3918
 LX3918.The orthometric height was scaled from a topographic map.
 LX3918
 LX3918.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3918
 LX3918.The geoid height was determined by GEOID03.
 LX3918
 LX3918;                    North         East     Units Scale Factor Converg.
 LX3918;SPC CT       -   182,832.494   227,225.914   MT  1.00001113   -0 36 44.4
 LX3918;SPC CT       -   599,842.94    745,490.35   sFT  1.00001113   -0 36 44.4
 LX3918;SPC NY E     -   252,383.597   219,423.816   MT  0.99995930   +0 32 36.2
 LX3918;SPC NY E     -   828,028.52    719,892.97   sFT  0.99995930   +0 32 36.2
 LX3918;UTM  18      - 4,551,108.227   611,388.863   MT  0.99975270   +0 52 19.8
 LX3918
 LX3918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3918!SPC CT       -   0.99997785  x   1.00001113  =   0.99998898
 LX3918!SPC NY E     -   0.99997785  x   0.99995930  =   0.99993715
 LX3918!UTM  18      -   0.99997785  x   0.99975270  =   0.99973055
 LX3918
 LX3918|---------------------------------------------------------------------|
 LX3918| PID    Reference Object                     Distance      Geod. Az  |
 LX3918|                                                           dddmmss.s |
 LX3918| LX3919 ROUND HILL                            4.525 METERS 06728     |
 LX3918| LX3922 ROUND HILL 2                         26.536 METERS 27028     |
 LX3918| LX4113 BUTTERMILK                          APPROX.11.5 KM 2733728.4 |
 LX3918|---------------------------------------------------------------------|
 LX3918
 LX3918                          SUPERSEDED SURVEY CONTROL
 LX3918
 LX3918  NAD 83(1992)-  41 06 13.04602(N)    073 40 24.52662(W) AD(       ) 1
 LX3918  NAD 83(1986)-  41 06 13.04857(N)    073 40 24.52601(W) AD(       ) 1
 LX3918  NAD 83(1986)-  41 06 13.04876(N)    073 40 24.52658(W) AD(       ) 1
 LX3918  NAD 27      -  41 06 12.70042(N)    073 40 26.05970(W) AD(       ) 1
 LX3918
 LX3918.Superseded values are not recommended for survey control.
 LX3918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3918.See file dsdata.txt to determine how the superseded data were derived.
 LX3918
 LX3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1138951108(NAD 83)
 LX3918
 LX3918  HISTORY     - Date     Condition        Report By
 LX3918  HISTORY     - 1932     MONUMENTED       USE
 LX3918  HISTORY     - 1934     SEE DESCRIPTION  NY-119
 LX3918
 LX3918                          STATION DESCRIPTION
 LX3918
 LX3918'DESCRIBED BY US ENGINEERS 1932
 LX3918'SEE STATION ROUND HILL
 LX3918
 LX3918                          STATION RECOVERY (1934)
 LX3918
 LX3918'RECOVERY NOTE BY WESTCHESTER COUNTY NEW YORK 1934
 LX3918'STATION RECOVERED, 1934, BY WESTCHESTER COUNTY CONTROL SURVEY.  THE
 LX3918'STATION IS A U.S. ARMY DISK SET IN CONCRETE.
 LX3918'
 LX3918'ABOUT 1 MILE NE OF THE INTERSECTION OF QUAKER RIDGE ROAD AND
 LX3918'JOHN STREET (CHURCH AT SW CORNER).  500 FEET S.  ABOUT 50 FEET
 LX3918'ABOVE JOHN STREET TO STATION ATOP PROMINENT BARE HILL, KNOWN
 LX3918'AS ROUND HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3919 ***********************************************************************
 LX3919  DESIGNATION -  ROUND HILL
 LX3919  PID         -  LX3919
 LX3919  STATE/COUNTY-  CT/FAIRFIELD
 LX3919  USGS QUAD   -  GLENVILLE (1971)
 LX3919
 LX3919                         *CURRENT SURVEY CONTROL
 LX3919  ___________________________________________________________________
 LX3919* NAD 83(1996)-  41 06 13.10328(N)    073 40 24.34725(W)     ADJUSTED  
 LX3919* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 LX3919  ___________________________________________________________________
 LX3919  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 LX3919  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3919
 LX3919  HORZ ORDER  -  FIRST
 LX3919
 LX3919.The horizontal coordinates were established by classical geodetic methods
 LX3919.and adjusted by the National Geodetic Survey in August 1998..
 LX3919
 LX3919.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3919
 LX3919.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3919
 LX3919.The geoid height was determined by GEOID03.
 LX3919
 LX3919;                    North         East     Units Scale Factor Converg.
 LX3919;SPC CT       -   182,834.182   227,230.112   MT  1.00001113   -0 36 44.2
 LX3919;SPC CT       -   599,848.48    745,504.13   sFT  1.00001113   -0 36 44.2
 LX3919;SPC NY E     -   252,385.370   219,427.978   MT  0.99995931   +0 32 36.3
 LX3919;SPC NY E     -   828,034.33    719,906.62   sFT  0.99995931   +0 32 36.3
 LX3919;UTM  18      - 4,551,110.023   611,393.015   MT  0.99975272   +0 52 19.9
 LX3919
 LX3919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3919!SPC CT       -   0.99997706  x   1.00001113  =   0.99998819
 LX3919!SPC NY E     -   0.99997706  x   0.99995931  =   0.99993637
 LX3919!UTM  18      -   0.99997706  x   0.99975272  =   0.99972979
 LX3919
 LX3919:                Primary Azimuth Mark                     Grid Az
 LX3919:SPC CT       -  GREENWICH CHURCH SPIRE                   151 27 40.5
 LX3919:SPC NY E     -  GREENWICH CHURCH SPIRE                   150 18 20.0
 LX3919:UTM  18      -  GREENWICH CHURCH SPIRE                   149 58 36.4
 LX3919
 LX3919|---------------------------------------------------------------------|
 LX3919| PID    Reference Object                     Distance      Geod. Az  |
 LX3919|                                                           dddmmss.s |
 LX3919| LX3910 GREENWICH CHURCH SPIRE              APPROX. 8.7 KM 1505056.3 |
 LX3919| LX3922 ROUND HILL 2                         30.752 METERS 26710     |
 LX3919|---------------------------------------------------------------------|
 LX3919
 LX3919                          SUPERSEDED SURVEY CONTROL
 LX3919
 LX3919  NAD 83(1992)-  41 06 13.10221(N)    073 40 24.34750(W) AD(       ) 1
 LX3919  NAD 83(1986)-  41 06 13.10476(N)    073 40 24.34690(W) AD(       ) 1
 LX3919  NAD 83(1986)-  41 06 13.10490(N)    073 40 24.34767(W) AD(       ) 1
 LX3919  NAD 27      -  41 06 12.75657(N)    073 40 25.88079(W) AD(       ) 1
 LX3919  NGVD 29 (07/19/86)  177.0    (m)          581.     (f) VERT ANG       
 LX3919
 LX3919.Superseded values are not recommended for survey control.
 LX3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3919.See file dsdata.txt to determine how the superseded data were derived.
 LX3919
 LX3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1139351110(NAD 83)
 LX3919
 LX3919  HISTORY     - Date     Condition        Report By
 LX3919  HISTORY     - 1833     MONUMENTED       CGS
 LX3919  HISTORY     - 1882     SEE DESCRIPTION  CGS
 LX3919  HISTORY     - 1936     SEE DESCRIPTION  CTGS
 LX3919  HISTORY     - 1937     SEE DESCRIPTION  CTGS
 LX3919  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3919
 LX3919                          STATION DESCRIPTION
 LX3919
 LX3919'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (GB)
 LX3919'STATION IS ABOUT CENTER OF A HAY LOT CROWNING THE HILL, AND
 LX3919'NEARBY WHERE THE DESCENT TO EASTWARD COMMENCES.  THE ONLY OBJECTS
 LX3919'ON THIS LOT TO WHICH MEASURES COULD BE MADE WERE TWO POPLARS TO S
 LX3919'AND E.  THE SOUTHERLY TREE IS 71 FEET, 8 INCHES FROM STATION.  THE
 LX3919'EASTERLY TREE 63 FEET 5 INCHES.  A STONE FENCE LIMITS THE LOT
 LX3919'ON THE W.  TO THE N AND S ARE RAIL FENCES.
 LX3919'
 LX3919'IN 1882 G. BRADFORD MADE AN UNSUCCESSFUL SEARCH FOR THIS
 LX3919'STATION.  REFERRING TO FARLEYS 1868 DESCRIPTION, THE APPLE TREE HAD
 LX3919'DISAPPEARED, BUT ITS ROTTEN STUMP WAS FOUND.  NO MARKS ON STONE
 LX3919'WALLS COULD BE FOUND.  THE WALLS WERE BUILT OF SMALL STONES EASILY
 LX3919'DISPLACED.  DISTANCES WERE MEASURED FROM APPLE TREE AND FROM
 LX3919'WESTERN WALL AT POINT WHERE IT WAS BELIEVED CROSS HAD BEEN, BUT
 LX3919'NOTHING WAS FOUND IN DIGGING OVER AN AREA 8 OR 9 FEET
 LX3919'ACROSS.  BRADFORD THEN ESTABLISHED ROUND HILL 2 ABOUT 24 FEET
 LX3919'TO WESTWARD OF THE SUPPOSED POSITION OF ROUND HILL AND BY
 LX3919'COMPARISON OF THE GEOGRAPHIC POSITIONS OF THE TWO STATIONS AND
 LX3919'AFTER CONSIDERABLE DIGGING FOUND A HOLLOW CYLINDER WITH
 LX3919'SLIGHT FLANGE AT TOP.  IT WAS 8-1/2 INCHES IN DIAMETER, ITS
 LX3919'TOP 19 INCHES BELOW THE SURFACE OF THE GROUND.  FROM THIS
 LX3919'CYLINDER TO REMAINS OF APPLE TREE (DESCRIPTION OF 1868) WAS 165
 LX3919'FEET.  TO SOUTHERN STONE WALL BETWEEN REMAINS OF APPLE TREE AND
 LX3919'RAIL FENCE, 160 FEET, 8 INCHES.  TO WESTERN FENCE AT
 LX3919'POINT NEAREST CYLINDER, 196 FEET, 7 INCHES.  THE CYLINDER WAS
 LX3919'APPARENTLY EMBEDDED IN CEMENT AND FIRMLY FIXED.  OYSTER
 LX3919'SHELLS WERE REPLACED OVER THE CYLINDER AND THE HOLE FILLED UP.
 LX3919'THIS CYLINDER IS SAID TO BE THE STATION UNEARTHED BY FARLEY
 LX3919'IN 1868, AND WAS PROBABLY PLACED BY BLUNT IN 1866.  FROM
 LX3919'STATION ROUND HILL TO MARKED ROCK IN S STONE WALL OF FIELD
 LX3919'AT JUNCTION WITH RAIL FENCE IS 158.75 FEET.  TO MARKED ROCK
 LX3919'IN WESTERN FENCE, 196.9 FEET.  MARKED ROCK IN S WALL IS ABOUT 2
 LX3919'FEET LONG BY 1 FOOT IN DIAMETER AND HAS ITS END TOWARD
 LX3919'STATION MARKED WITH A CROSS DEEPLY CUT.  ANGLE AT ROUND HILL
 LX3919'(CYLINDER) FROM BALD HILL 2 TO ROUND HILL 2 IS 189 DEG 20
 LX3919'MIN.  DISTANCE ROUND HILL TO ROUND HILL 2 IS 37.11 FEET.
 LX3919'
 LX3919'SEE DESCRIPTION OF ROUND HILL 2.
 LX3919'
 LX3919'IN 1908 THE STATION WAS FURTHER DESCRIBED AS BEING IN CULTIVATED
 LX3919'LAND ON THE SUMMIT OF A PROMINENT HILL OF SAME NAME LYING IN THE
 LX3919'NORTHERN PART OF GREENWICH AND 1/4 MILE W OF THE VILLAGE OF ROUND
 LX3919'HILL.  IN 1908 A BOULDER WAS SET WITH ITS BASE RESTING ON THE
 LX3919'CYLINDER (SUBSURFACE MARK) AND ITS TOP ABOUT 1 INCH BELOW
 LX3919'SURFACE OF GROUND.  A 7/8-INCH DRILL HOLE WAS SUNK 2 INCHES INTO
 LX3919'TOP OF BOULDER, OVER CENTER OF CYLINDER.
 LX3919
 LX3919                          STATION RECOVERY (1936)
 LX3919
 LX3919'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1936
 LX3919'IN MAY 1935 THIS STATION WAS VISITED AND A CONCRETE MONUMENT
 LX3919'WITH A DISK LABELED CORPS OF ENGINEERS, U.S. ARMY, MAP CONTROL
 LX3919'STATION WAS FOUND ON TOP OF THE HILL WITH A STEEL TOWER OVER
 LX3919'IT.  THE TOWER HAD BEEN ERECTED AND USED BY A WESTCHESTER COUNTY,
 LX3919'NEW YORK SURVEYING PROJECT.  AS ALL THE REFERENCE MARKS FOR THE
 LX3919'STATION HAD DISAPPEARED IT COULD NOT BE READILY CHECKED AS
 LX3919'STATION ROUND HILL OF THE U.S. COAST AND GEODETIC SURVEY.
 LX3919'AFTER SOME CORRESPONDENCE WITH THE ARMY AUTHORITIES AT
 LX3919'PROVIDENCE AND NEW YORK WE RECEIVED THE GEOGRAPHIC
 LX3919'POSITIONS OF THEIR STATION ON ROUND HILL AND ALSO OF THE PORT
 LX3919'CHESTER HIGH SCHOOL, IN WHICH IS U.S.C. AND G.S. STATION
 LX3919'CHESTER.  BY COMPUTING BOTH LINES AND COMPARING THE RESULTS WE
 LX3919'WERE ABLE TO COMPUTE THE APPROXIMATE LOCATION OF U.S.C. AND
 LX3919'G.S. STATION ROUND HILL.  UPON DIGGING AT THIS POINT OYSTER
 LX3919'SHELLS WERE FOUND AT A DEPTH OF ABOUT 12 INCHES BELOW THE
 LX3919'SURFACE AND AT ABOUT 18 INCHES BELOW THE SURFACE A CAST IRON
 LX3919'HOLLOW CIRCULAR TRUNCATED CONE WAS UNCOVERED.  THE DIMENSIONS OF
 LX3919'THE CONE ARE HEIGHT, 5 INCHES.  TOP INSIDE DIAMETER, 5-1/4
 LX3919'INCHES.  BOTTOM INSIDE DIAMETER, 4-1/4 INCHES.  OUTSIDE DIAMETER
 LX3919'AT TOP INCLUDING FLANGE, 8-1/2 INCHES.  THICKNESS OF MATERIAL, 3/8
 LX3919'INCH.  THIS CONE WAS INSIDE A PIECE OF 15-INCH TILE
 LX3919'PIPE WITH NO BELL AND WAS FILLED WITH OYSTER SHELLS.  THERE WAS
 LX3919'NO EVIDENCE OF CEMENT.  THE REMAINS OF A STAKE (2 INCHES LONG
 LX3919'AND 1/2 INCH IN DIAMETER) WITH A TACK WERE FOUND FIRMLY EMBEDDED
 LX3919'IN THE OYSTER SHELLS.  BEFORE REMOVING THESE THE LOCATION OF
 LX3919'THE TACK WAS CROSS REFERENCED AND BOTH AN UNDERGROUND STATION
 LX3919'MARK 7A AND A SURFACE STATION MARK 1A WERE SET.  THE DISK WAS
 LX3919'MARKED ROUND HILL - 1866 - 1936.  AS FURTHER EVIDENCE THAT
 LX3919'THIS WAS THE ORIGINAL ROUND HILL THE REMAINS OF THE WALLS,
 LX3919'MENTIONED IN THE DESCRIPTION OF 1882, WERE FOUND AND THE
 LX3919'DISTANCES MEASURED FROM THEM TO THE STATION CHECKED
 LX3919'SUBSTANTIALLY WITH THOSE OF THE DESCRIPTION.  FURTHERMORE
 LX3919'TWO DIFFERENT TRAVERSES WERE RUN FROM THIS STATION TO STATION
 LX3919'ZIEGLER AND THEY BOTH CHECKED WITH AN ERROR IN POSITION OF
 LX3919'ABOUT 1 IN 15,000.  THE TOP OF THE HILL IS NOW COVERED WITH
 LX3919'GRASS AND MAY BE REACHED WITH AN AUTOMOBILE FROM JOHN
 LX3919'STREET AT ABOUT 1/4 MILE W OF THE INTERSECTION OF JOHN
 LX3919'STREET, AND ROUND HILL ROAD, THE MAIN ROAD FROM GREENWICH.
 LX3919'
 LX3919'REFERENCE MARK NO.1--DISK SET IN GRANITE MONUMENT SET IN SMALL
 LX3919'TRIANGULAR PARK AT THE INTERSECTION OF JOHN STREET, AND QUAKER
 LX3919'RIDGE ROAD.  ABOUT 6 INCHES ABOVE GROUND.  DISK MARKED U.S. COAST
 LX3919'AND GEODETIC SURVEY AND STATE SURVEY - NO. 480 - CONNECTICUT.
 LX3919'
 LX3919'REFERENCE MARK NO.2--DISK SET IN CONCRETE MONUMENT 7- BY 7-INCHES
 LX3919'AND MARKED CORPS OF ENGINEERS, U.S. ARMY, MAP CONTROL STATION.
 LX3919'
 LX3919'REFERENCE MARK NO.3--DISK SET IN E END OF BOTTOM STEP OF 2ND
 LX3919'FLIGHT OF STEPS LEADING TO CHURCH ON NW CORNER OF JOHN STREET, AND
 LX3919'ROUND HILL ROAD.  DISK MARKED TOWN OF GREENWICH - NO.51 -
 LX3919'CONNECTICUT.
 LX3919'
 LX3919'REFERENCE MARK NO.4--DISK SET IN CONCRETE MONUMENT AND MARKED
 LX3919'CORPS OF ENGINEERS, U.S. ARMY, MAP CONTROL STATION.  MONUMENT IS
 LX3919'ABOUT 6 FEET BEYOND EDGE OF CLEARING.
 LX3919'
 LX3919'REFERENCE MARK NO.5--SPIRE OF SECOND CONGREGATIONAL CHURCH OF
 LX3919'GREENWICH, FORMERLY KNOWN AS HORSENECK CONGREGATIONAL CHURCH.
 LX3919
 LX3919                          STATION RECOVERY (1937)
 LX3919
 LX3919'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LX3919'SINCE STATION IS IN LINE OF BUILDING OPERATIONS BY THE OWNER OF
 LX3919'THE PROPERTY, DR. CHARLES V. PATERNO WHICH WOULD DESTROY THE
 LX3919'STATION IN THE NEAR FUTURE, A NEW STATION WAS ESTABLISHED ON
 LX3919'DECEMBER 16, 1937, IT BEING REFERENCED TO THE OLD ONE IN SUCH A
 LX3919'WAY THAT ITS POSITION AND USEFULNESS WOULD BE MAINTAINED.
 LX3919'
 LX3919'A COMPLETE NEW DESCRIPTION HAS BEEN WRITTEN OF THE NEW STATION
 LX3919'ROUND HILL 2, 1937.
 LX3919
 LX3919                          STATION RECOVERY (1959)
 LX3919
 LX3919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3919'FOUND REFERENCE MARK NO.1 IN GOOD CONDITION.  IT IS A GRANITE
 LX3919'MONUMENT IN SMALL TRIANGULAR PARK, AT INTERSECTION OF JOHN STREET
 LX3919'AND QUAKER RIDGE ROAD.  DISK IS MARKED USC AND GS AND STATE SURVEY
 LX3919'STATION NO. 480 ELEVATION FEET.
 LX3919'
 LX3919'REFERENCE MARK NO. 2 WHICH WAS THE U.S.E.D. DISK IS GONE.
 LX3919'
 LX3919'REFERENCE MARK NO. 3 WAS FOUND AS DESCRIBED.
 LX3919'
 LX3919'R.M. 5 WHICH THE SECOND CONGREGATIONAL CHURCH SPIRE WAS RECOVERED
 LX3919'IN GOOD CONDITION.  SPIRE IS OF STONE, LOWER PART OPEN, TAPING
 LX3919'TO SOLID AT THE TOP, SURMOUNTED BY GOLDEN WEATHER VANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3922 ***********************************************************************
 LX3922  DESIGNATION -  ROUND HILL 2
 LX3922  PID         -  LX3922
 LX3922  STATE/COUNTY-  CT/FAIRFIELD
 LX3922  USGS QUAD   -  GLENVILLE (1971)
 LX3922
 LX3922                         *CURRENT SURVEY CONTROL
 LX3922  ___________________________________________________________________
 LX3922* NAD 83(1996)-  41 06 13.05406(N)    073 40 25.66352(W)     ADJUSTED  
 LX3922* NAVD 88     -       170.4    (meters)     559.     (feet)  VERTCON   
 LX3922  ___________________________________________________________________
 LX3922  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 LX3922  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3922
 LX3922  HORZ ORDER  -  SECOND
 LX3922
 LX3922.The horizontal coordinates were established by classical geodetic methods
 LX3922.and adjusted by the National Geodetic Survey in August 1998..
 LX3922
 LX3922.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3922
 LX3922.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3922
 LX3922.The geoid height was determined by GEOID03.
 LX3922
 LX3922;                    North         East     Units Scale Factor Converg.
 LX3922;SPC CT       -   182,832.992   227,199.383   MT  1.00001113   -0 36 45.1
 LX3922;SPC CT       -   599,844.57    745,403.31   sFT  1.00001113   -0 36 45.1
 LX3922;SPC NY E     -   252,383.560   219,397.281   MT  0.99995925   +0 32 35.5
 LX3922;SPC NY E     -   828,028.40    719,805.91   sFT  0.99995925   +0 32 35.5
 LX3922;UTM  18      - 4,551,108.038   611,362.335   MT  0.99975263   +0 52 19.1
 LX3922
 LX3922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3922!SPC CT       -   0.99997805  x   1.00001113  =   0.99998918
 LX3922!SPC NY E     -   0.99997805  x   0.99995925  =   0.99993730
 LX3922!UTM  18      -   0.99997805  x   0.99975263  =   0.99973069
 LX3922
 LX3922|---------------------------------------------------------------------|
 LX3922| PID    Reference Object                     Distance      Geod. Az  |
 LX3922|                                                           dddmmss.s |
 LX3922| LX3919 ROUND HILL                           30.752 METERS 08710     |
 LX3922| LX3918 ROUND HILL                           26.536 METERS 09028     |
 LX3922| LX3910 GREENWICH CHURCH SPIRE              APPROX. 8.7 KM 1504002.0 |
 LX3922| CB4344 ROUND HILL 2 RM 1                                  16926     |
 LX3922| LX3921 PORT CHESTER HS CLOCK TOWER         APPROX.10.2 KM 1822235.1 |
 LX3922| CB3815 CH SPIRE WEST                                      2363003.5 |
 LX3922| CB4343 ROUND HILL 2 RM 2                                  26730     |
 LX3922| LX4061 VALHALLA WATER DIST OLD TANK        APPROX. 8.0 KM 2675620.5 |
 LX3922|---------------------------------------------------------------------|
 LX3922
 LX3922                          SUPERSEDED SURVEY CONTROL
 LX3922
 LX3922  NAD 83(1992)-  41 06 13.05299(N)    073 40 25.66377(W) AD(       ) 2
 LX3922  NAD 83(1986)-  41 06 13.05555(N)    073 40 25.66319(W) AD(       ) 2
 LX3922  NAD 83(1986)-  41 06 13.05571(N)    073 40 25.66368(W) AD(       ) 2
 LX3922  NAD 27      -  41 06 12.70730(N)    073 40 27.19703(W) AD(       ) 2
 LX3922  NGVD 29 (07/19/86)  170.7    (m)          560.     (f) VERT ANG       
 LX3922
 LX3922.Superseded values are not recommended for survey control.
 LX3922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3922.See file dsdata.txt to determine how the superseded data were derived.
 LX3922
 LX3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1136251108(NAD 83)
 LX3922_MARKER: Z = SEE DESCRIPTION
 LX3922_SETTING: 0 = UNSPECIFIED SETTING
 LX3922
 LX3922  HISTORY     - Date     Condition        Report By
 LX3922  HISTORY     - 1937     MONUMENTED       CGS
 LX3922  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3922  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX3922
 LX3922                          STATION DESCRIPTION
 LX3922
 LX3922'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (CAE)
 LX3922'FROM THE OLD STATION ON THE HIGHEST PART OF THE GENTLY ROUNDED HILL
 LX3922'UPON WHICH THIS STATION WAS ORIGINALLY LOCATED, A SPOT 101 FEET
 LX3922'ALMOST DUE W (87 DEG 46 MIN TRUE) WAS SELECTED AS BEING FAR ENOUGH
 LX3922'REMOVED TO BE CLEAR OF CONSTRUCTION WORK NOW UNDER WAY BY THE
 LX3922'OWNER OF THE PROPERTY, DR. CHARLES V. PATERNO OF GREENWICH,
 LX3922'CONNECTICUT.  OLD STATION WILL BE UNDER POSITION OF LARGE
 LX3922'FIREPLACE IN HOUSE TO BE ERECTED, NEW STATION WILL BE IN YARD
 LX3922'BEYOND W WING OF HOUSE AND WITHIN CIRCULAR WALLED ENCLOSURE
 LX3922'AROUND HOUSE WHICH WILL HAVE AN APPROXIMATE RADIUS OF SOME 200
 LX3922'FEET.
 LX3922'
 LX3922'STATION IS A STANDARD DISK MARKED ROUND HILL 2 1937 SET FLUSH
 LX3922'IN TOP OF CONCRETE MONUMENT ROUNDED SOMEWHAT ON TOP AND EVEN WITH
 LX3922'LEVEL OF GROUND.  THIS MONUMENT TAKES THE FORM OF THE GROUND IN A
 LX3922'HOLE DUG ABOUT 30 INCHES DEEP AND 12 TO 15 INCHES IN DIAMETER.  A
 LX3922'SUB-SURFACE MARK SIMILAR TO THE STATION MARK WAS SET IN A PADDY
 LX3922'OF CEMENT BELOW, AND SEPARATED FROM THE STATION MONUMENT.
 LX3922'
 LX3922'THE MARK OF THE U.S. ENGINEERS (FIRE CONTROL) LOCATED 14.83
 LX3922'FEET FROM THE OLD STATION IS IN LINE OF EXCAVATION AND WILL BE
 LX3922'DESTROYED.
 LX3922'
 LX3922'TWO REFERENCE MARKS WERE SET, SIMILAR IN SIZE AND CHARACTER TO
 LX3922'THE STATION, WITH ARROWS POINTING TO THE STATION AND STAMPED ROUND
 LX3922'HILL 2 1937, NO.1 AND NO.2 RESPECTIVELY.  DISTANCES USED ARE
 LX3922'COMPUTED ONES (CHECKED CLOSELY BY ACTUAL TAPING) OBTAINED BY
 LX3922'TRIANGULATING BETWEEN THE MARKS.  DISTANCE BETWEEN ROUND HILL 2
 LX3922'AND REFERENCE MARK NO.1 USED AS BASE, AS SAME ARE OF EQUAL
 LX3922'ELEVATION.
 LX3922'
 LX3922'REFERENCE MARK NO.1 IS SET SXE FROM THE STATION, ALSO WITHIN
 LX3922'THE WALLED ENCLOSURE AND IN GROUND OF ABOUT THE SAME ELEVATION.
 LX3922'
 LX3922'REFERENCE MARK NO. 2 IS SET APPROXIMATELY W FROM THE STATION,
 LX3922'AND PRESUMABLY JUST BEYOND, AND BELOW, THE PROPOSED WALL, AS NOTED
 LX3922'FROM THE EDGE OF THE CLEARED AREA.
 LX3922'
 LX3922'IT IS EXPECTED THAT THE MARK AND BOTH REFERENCE MARKS WILL
 LX3922'SEE WITHOUT SCAFFOLDING, ALL STATIONS TO THE WESTWARD.
 LX3922
 LX3922                          STATION RECOVERY (1959)
 LX3922
 LX3922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3922'STATION AND REFERENCE MARKS 1 AND 2 ARE GONE.  THE USED DISK
 LX3922'MARKED CORPS OF ENGRS MAP CONTROL U.S. ARMY WAS FOUND IN THE
 LX3922'MIDDLE STONE OF THREE SANDSTONE SLABS IN FRONT CENTER OF APRON
 LX3922'OF FIREPLACE IN THE LIVING ROOM OF RICHARD I.  ROBINSONS LARGE
 LX3922'HOME.  BELIEVE THE MARK WAS MOVED AND THE DISK USED AS A
 LX3922'ORNAMENT BY DR. PATERNO, THE PREVIOUS OWNER OF THE HOUSE.
 LX3922
 LX3922                          STATION RECOVERY (1966)
 LX3922
 LX3922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3922'ROUND HILL 2 1937 COULD NOT BE OCCUPIED BECAUSE A LARGE MANSION
 LX3922'AND A LAWN HAS BEEN BUILT AT THE STATION SITE.  THE MARK IS NOW
 LX3922'1 FOOT BELOW THE SURFACE OF THE GROUND IN THE LAWN.  REFERENCE
 LX3922'MARKS 1 AND 2 WERE NOT FOUND AND ARE BELIEVED TO HAVE BEEN
 LX3922'DESTROYED IN THE CONSTRUCTION OF THE STONE WALL AROUND THE
 LX3922'MANSION.  NO ADDITIONAL REFERENCE MARKS WERE SET BECAUSE OF
 LX3922'RESTRICTIONS TO DIGGING ON THE GROUNDS OF THE MANSION.  A
 LX3922'REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED ON THIS DATE.  A
 LX3922'TRAVERSE CONNECTION WAS MADE FROM ROUND HILL 2 1937 R.M. 3 TO
 LX3922'ROUND HILL 2 1937.
 LX3922'
 LX3922'THE STATION IS LOCATED JUST WEST OF THE WEST WALL AROUND THE
 LX3922'JOSEPH H. HIRSHHORN ESTATE ABOUT 5.5 MILES NORTHWEST OF GREENWICH,
 LX3922'CONNECTICUT, 2 MILES SOUTHEAST OF ARMONK, NEW YORK, 1.7 MILES
 LX3922'SOUTHEAST OF THE NEW YORK-CONNECTICUT STATE LINE, 0.2 MILE
 LX3922'SOUTHWEST OF THE VILLAGE OF ROUND HILL, CONNECTICUT AND ON
 LX3922'PROPERTY OWNED BY MR. AND MRS. JOSEPH H. HIRSHHORN.
 LX3922'
 LX3922'THE STATION MARK IS A STANDARD DISK STAMPED ROUND HILL 2 1937,
 LX3922'SET IN THE TOP OF A ROUND SHAPED CONCRETE MONUMENT WHICH IS 1 FOOT
 LX3922'BELOW THE SURFACE OF THE GROUND.  IT IS 108.4 FEET NORTHWEST OF THE
 LX3922'SOUTHWEST CORNER OF MANSION, 85.0 FEET WEST-NORTHWEST OF THE SOUTH
 LX3922'CORNER OF THE PATIO, 82.0 FEET EAST OF THE EAST EDGE OF THE
 LX3922'CIRCULAR SIDEWALK AT THE WEST SIDE OF THE LAWN, 73.8 FEET
 LX3922'SOUTHWEST OF THE SOUTH SIDE OF A DOOR WHICH IS JUST NORTH OF
 LX3922'FRENCH WINDOWS, 65.3 FEET NORTH OF THE NORTH SIDE OF A SIDEWALK
 LX3922'WHICH RUNS EAST AND WEST AT THE SOUTH SIDE OF THE LAWN, 46.5
 LX3922'FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK WHICH RUNS EAST
 LX3922'AND WEST AT THE NORTH SIDE OF THE LAWN, 40.7 FEET SOUTHWEST OF THE
 LX3922'CENTER OF A PINE TREE, 40.3 FEET WEST OF THE WEST EDGE OF A
 LX3922'SIDEWALK WHICH RUNS NORTH AND SOUTH ALONG THE PATIO AND 31.8
 LX3922'FEET SOUTHWEST OF THE CENTER OF A PINE TREE.  NOTE 1B
 LX3922'
 LX3922'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ROUND HILL 2 1937
 LX3922'R.M. 3, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX3922'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34.3 FEET
 LX3922'EAST OF A LONE LOCUST TREE, 26.9 FEET NORTHWEST OF THE SOUTHWEST
 LX3922'CORNER OF THE DINING SHELTER, 23.9 FEET WEST OF THE WEST EDGE OF
 LX3922'THE SHELTER, 23.7 FEET WEST OF THE NORTHWEST CORNER OF THE SHELTER
 LX3922'AND IT IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE
 LX3922'STATION.  NOTE--11B
 LX3922'
 LX3922'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 22 AND
 LX3922'128 IN ARMONK, GO EAST ON STATE HIGHWAY 22 AND 128 FOR 1.0 MILE
 LX3922'TO THEIR JUNCTION.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 128
 LX3922'FOR 0.75 MILE TO THE NEW YORK-CONNECTICUT STATE LINE.  CONTINUE
 LX3922'SOUTH ON RIVERSVILLE ROAD FOR 1.4 MILES TO A CROSSROAD AND A
 LX3922'CHURCH IN THE SOUTHWEST ANGLE OF THE ROADS.  TURN LEFT AND
 LX3922'GO EAST ON EAST JOHN STREET FOR 1.2 MILES TO A DRIVEWAY RIGHT
 LX3922'WHICH IS THE SERVICE ENTRANCE TO THE GROUNDS OF THE HIRSHHORN
 LX3922'ESTATE.  TURN RIGHT AND GO SOUTHWEST ON THE SERVICE ENTRANCE
 LX3922'DRIVE FOR FOR 0.1 MILE TO A FORK JUST BEFORE REACHING A STONE
 LX3922'WALL AROUND THE HIRSHHORN MANSION AND ITS LAWN.  TURN
 LX3922'RIGHT AND GO SOUTHWEST ON THE SERVICE DRIVE FOR 0.05 MILE,
 LX3922'THEN TURN LEFT AND GO SOUTH THROUGH A WOODED AREA FOR ABOUT 30
 LX3922'YARDS TO A POINT 23 FEET WEST OF A DINING SHELTER WHICH IS
 LX3922'BUILT INTO THE STONE WALL AROUND THE MANSION.  THIS IS THE
 LX3922'LOCATION OF THE REFERENCE MARK 3 AND THE STATION IS ON THE
 LX3922'EAST SIDE OF THE WALL IN THE LAWN.
 LX3922'
 LX3922'HEIGHT OF LIGHT ABOVE STATION MARK 85.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3940 ***********************************************************************
 LX3940  DESIGNATION -  ROUND HILL 2 RM 3
 LX3940  PID         -  LX3940
 LX3940  STATE/COUNTY-  CT/FAIRFIELD
 LX3940  USGS QUAD   -  GLENVILLE (1971)
 LX3940
 LX3940                         *CURRENT SURVEY CONTROL
 LX3940  ___________________________________________________________________
 LX3940* NAD 83(1996)-  41 06 13.53378(N)    073 40 27.13219(W)     ADJUSTED  
 LX3940* NAVD 88     -       172.2    (meters)     565.     (feet)  VERTCON   
 LX3940  ___________________________________________________________________
 LX3940  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 LX3940  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3940
 LX3940  HORZ ORDER  -  FIRST
 LX3940
 LX3940.The horizontal coordinates were established by classical geodetic methods
 LX3940.and adjusted by the National Geodetic Survey in August 1998..
 LX3940
 LX3940.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3940
 LX3940.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3940
 LX3940.The geoid height was determined by GEOID03.
 LX3940
 LX3940;                    North         East     Units Scale Factor Converg.
 LX3940;SPC CT       -   182,848.157   227,165.273   MT  1.00001112   -0 36 46.1
 LX3940;SPC CT       -   599,894.33    745,291.40   sFT  1.00001112   -0 36 46.1
 LX3940;SPC NY E     -   252,398.033   219,362.873   MT  0.99995919   +0 32 34.5
 LX3940;SPC NY E     -   828,075.88    719,693.03   sFT  0.99995919   +0 32 34.5
 LX3940;UTM  18      - 4,551,122.310   611,327.852   MT  0.99975254   +0 52 18.1
 LX3940
 LX3940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3940!SPC CT       -   0.99997777  x   1.00001112  =   0.99998889
 LX3940!SPC NY E     -   0.99997777  x   0.99995919  =   0.99993696
 LX3940!UTM  18      -   0.99997777  x   0.99975254  =   0.99973032
 LX3940
 LX3940:                Primary Azimuth Mark                     Grid Az
 LX3940:SPC CT       -  RIDGE                                    182 53 47.2
 LX3940:SPC NY E     -  RIDGE                                    181 44 26.6
 LX3940:UTM  18      -  RIDGE                                    181 24 43.0
 LX3940
 LX3940|---------------------------------------------------------------------|
 LX3940| PID    Reference Object                     Distance      Geod. Az  |
 LX3940|                                                           dddmmss.s |
 LX3940| LX3939 RIDGE                               APPROX. 7.8 KM 1821701.1 |
 LX3940| LX3941 GLENVILLE WATER TANK                APPROX. 6.8 KM 1832604.9 |
 LX3940| LX4067 VALHALLA WATER DIST NEW TANK        APPROX. 8.2 KM 2672854.2 |
 LX3940| LX4061 VALHALLA WATER DIST OLD TANK        APPROX. 8.0 KM 2674925.8 |
 LX3940|---------------------------------------------------------------------|
 LX3940
 LX3940                          SUPERSEDED SURVEY CONTROL
 LX3940
 LX3940  NAD 83(1992)-  41 06 13.53271(N)    073 40 27.13243(W) AD(       ) 1
 LX3940  NAD 83(1986)-  41 06 13.53527(N)    073 40 27.13185(W) AD(       ) 1
 LX3940  NAD 83(1986)-  41 06 13.53524(N)    073 40 27.13176(W) AD(       ) 1
 LX3940  NAD 27      -  41 06 13.18705(N)    073 40 28.66564(W) AD(       ) 1
 LX3940  NGVD 29 (07/19/86)  172.5    (m)          566.     (f) VERT ANG       
 LX3940
 LX3940.Superseded values are not recommended for survey control.
 LX3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3940.See file dsdata.txt to determine how the superseded data were derived.
 LX3940
 LX3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1132851122(NAD 83)
 LX3940
 LX3940  HISTORY     - Date     Condition        Report By
 LX3940  HISTORY     - 1966     MONUMENTED       CGS
 LX3940  HISTORY     - 1983     GOOD             NGS
 LX3940
 LX3940                          STATION DESCRIPTION
 LX3940
 LX3940'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LX3940'SEE STATION ROUND HILL 2 1937
 LX3940
 LX3940                          STATION RECOVERY (1983)
 LX3940
 LX3940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3940'THE STATION, WHICH IS A REFERENCE MARK WAS RECOVERED IN GOOD
 LX3940'CONDITION, UNDER A TREE, THE OLD STATION ROUND HILL 2 1937
 LX3940'WAS NOT SEARCH FOR, DUE TO THE RESTRICTIONS AROUND THE
 LX3940'MANSION OF NO DIGGING, THE OLD DESCRIPTION STATES THAT THE
 LX3940'MARK IS 30 CM UNDERGROUND IN THE LAWN.  A NEW REFERENCE
 LX3940'MARK 4 WAS ESTABLISHED TO ERECT THE TOWER OVER.  NO OTHER
 LX3940'MARKS SET BECAUSE OF THE ABOVE RESTRICTIONS.  A TRAVERSE
 LX3940'TIE WAS MADE FROM ROUND HILL 2 1937 RM 3 TO THE NEW REFERENCE
 LX3940'MARK 4.  A NEW DESCRIPTION FOLLOWS.
 LX3940'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTH-
 LX3940'NORTHWEST OF GREENWICH, 4.8 KM (3.0 MI) SOUTHWEST OF
 LX3940'BANKSVILLE NEW YORK, 2.4 KM (1.5 MI) SOUTHEAST OF THE
 LX3940'NEW YORK AND CONNECTICUT STATE LINE, 1.3 KM (0.8 MI)
 LX3940'NORTH OF ROUND HILL AND ON PRIVATE PROPERTY.
 LX3940'OWNERSHIP--MR CARL PRESS, 30 JOHN STREET, GREENWICH CT 06830,
 LX3940'PHONE 203-629-2647.
 LX3940'
 LX3940'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 15 AND
 LX3940'ROUND HILL ROAD (EXIT 28 OF MERRITT PARKWAY), GO EAST FOR
 LX3940'0.1 KM (0.05 MI) OFF THE PARKWAY TO ROUND HILL ROAD.  TURN
 LX3940'RIGHT AND GO NORTH FOR 2.2 KM (1.4 MI) TO A PAVED ROAD LEFT
 LX3940'AT THE ROUND HILL CHURCH AND CEMETERY.  TURN LEFT AND GO WEST ON
 LX3940'JOHNS ROAD FOR 0.2 KM (0.15 MI) TO BUCKFIELD LANE ON THE RIGHT.
 LX3940'CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE SECOND OF TWO DRIVEWAYS
 LX3940'ON LEFT.  TURN LEFT AT A MAILBOX AND GO BETWEEN TWO ROCK COLUMNS
 LX3940'ON THE DRIVE FOR 0.2 KM (0.1 MI) TO A PAVED DRIVE RIGHT.  KEEP
 LX3940'RIGHT DOWNGRADE FOR 50 METERS (164 FT) TO A SMALL HOUSE ON RIGHT
 LX3940'CONTINUE AHEAD ON THE WOODS ROAD FOR 70 METERS (230 FT)
 LX3940'TO THE STATION ON LEFT.
 LX3940'
 LX3940'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX3940'STAMPED---ROUND HILL 2 1937 NO 3 1966---,
 LX3940'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX3940'FLUSH WITH GROUND.  IT IS LOCATED
 LX3940'8.9 METERS (29.2 FT) NORTHEAST FROM A 1.0 METER IN DIAMETER TREE,
 LX3940'7.3 METERS (23.9 FT) WEST FROM THE NORTHWEST CORNER OF A VERANDA
 LX3940'AND
 LX3940'6.2 METERS (20.3 FT) SOUTHWEST FROM A 0.8 METER IN DIAMETER TREE.
 LX3940'
 LX3940'NO LIGHT SHOWN FROM THIS STATION.
 LX3940'
 LX3940'DESCRIBED BY J.N. LEONHARDT, CHECKED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7463 ***********************************************************************
 LX7463  DESIGNATION -  ROUND HILL 2 RM 4
 LX7463  PID         -  LX7463
 LX7463  STATE/COUNTY-  CT/FAIRFIELD
 LX7463  USGS QUAD   -  GLENVILLE (1971)
 LX7463
 LX7463                         *CURRENT SURVEY CONTROL
 LX7463  ___________________________________________________________________
 LX7463* NAD 83(1996)-  41 06 12.55052(N)    073 40 26.97852(W)     ADJUSTED  
 LX7463* NAVD 88     -       172.17   (+/-2cm)     564.9    (feet)  VERTCON   
 LX7463  ___________________________________________________________________
 LX7463  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 LX7463  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX7463
 LX7463  HORZ ORDER  -  FIRST
 LX7463  VERT ORDER  -  THIRD (See Below)
 LX7463
 LX7463.The horizontal coordinates were established by classical geodetic methods
 LX7463.and adjusted by the National Geodetic Survey in August 1998..
 LX7463
 LX7463.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7463.The vertical order pertains to the NGVD 29 superseded value.
 LX7463
 LX7463.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7463
 LX7463.The geoid height was determined by GEOID03.
 LX7463
 LX7463;                    North         East     Units Scale Factor Converg.
 LX7463;SPC CT       -   182,817.788   227,168.534   MT  1.00001115   -0 36 46.0
 LX7463;SPC CT       -   599,794.69    745,302.10   sFT  1.00001115   -0 36 46.0
 LX7463;SPC NY E     -   252,367.737   219,366.746   MT  0.99995920   +0 32 34.6
 LX7463;SPC NY E     -   827,976.48    719,705.73   sFT  0.99995920   +0 32 34.6
 LX7463;UTM  18      - 4,551,092.043   611,331.898   MT  0.99975255   +0 52 18.2
 LX7463
 LX7463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7463!SPC CT       -   0.99997777  x   1.00001115  =   0.99998892
 LX7463!SPC NY E     -   0.99997777  x   0.99995920  =   0.99993698
 LX7463!UTM  18      -   0.99997777  x   0.99975255  =   0.99973033
 LX7463
 LX7463                          SUPERSEDED SURVEY CONTROL
 LX7463
 LX7463  NAD 83(1992)-  41 06 12.54946(N)    073 40 26.97877(W) AD(       ) 1
 LX7463  NAD 83(1986)-  41 06 12.55198(N)    073 40 26.97818(W) AD(       ) 1
 LX7463  NAD 83(1986)-  41 06 12.55194(N)    073 40 26.97810(W) AD(       ) 1
 LX7463  NGVD 29 (10/23/89)  172.47   (m)          565.8    (f) LEVELING    3  
 LX7463
 LX7463.Superseded values are not recommended for survey control.
 LX7463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7463.See file dsdata.txt to determine how the superseded data were derived.
 LX7463
 LX7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1133251092(NAD 83)
 LX7463_MARKER: DR = REFERENCE MARK DISK
 LX7463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7463+STABILITY: SURFACE MOTION
 LX7463
 LX7463  HISTORY     - Date     Condition        Report By
 LX7463  HISTORY     - 1983     MONUMENTED       NGS
 LX7463
 LX7463                          STATION DESCRIPTION
 LX7463
 LX7463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7463'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTH-NORTHWEST
 LX7463'OF GREENWICH, 4.8 KM (3.0 MI) SOUTHWEST OF BANKSVILLE,
 LX7463'2.4 KM (1.5 MI) SOUTHEAST OF THE NEW YORK AND CONNECTICUT STATE
 LX7463'LINE AND 1.3 KM (0.8 MI) NORTH OF ROUND HILL.
 LX7463'OWNERSHIP--MR CARL PRESS, 30 JOHN STREET, GREENWICH CT,
 LX7463'PHONE 203-629-2647.
 LX7463'
 LX7463'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAY 15 AND
 LX7463'ROUND HILL ROAD (EXIT 28 OF MERRITT PARKWAY) GO EAST FOR
 LX7463'0.1 KM (0.05 MI) OFF THE PARKWAY TO ROUND HILL ROAD.  TURN
 LX7463'RIGHT AND GO NORTH FOR 2.2 KM (1.4 MI) TO A PAVED ROAD LEFT
 LX7463'AT THE ROUND HILL CHURCH AND CEMETERY.  TURN LEFT AND GO WEST
 LX7463'ON JOHNS ROAD FOR 0.2 KM (0.15 MI) TO BUCKFIELD LANE ON THE
 LX7463'RIGHT.  CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO THE SECOND ONE
 LX7463'OF TWO DRIVEWAYS ON LEFT.  TURN LEFT AT A MAILBOX AND GO
 LX7463'BETWEEN TWO ROCK COLUMNS ON THE DRIVE FOR 0.2 KM (0.1 MI) TO
 LX7463'A PAVED DRIVE RIGHT.  KEEP RIGHT DOWNGRADE FOR ABOUT 50 METERS
 LX7463'(164 FT) TO A SMALL HOUSE ON RIGHT.  CONTINUE AHEAD ON THE
 LX7463'WOODS ROAD FOR ABOUT 100 METERS (328 FT) TO A CONCRETE
 LX7463'PAD ON THE LEFT AND STATION JUST ABOVE.
 LX7463'
 LX7463'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7463'STAMPED---ROUND HILL 2 1937 NO 4 1983---,
 LX7463'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7463'FLUSH WITH GROUND.  IT IS LOCATED
 LX7463'24.8 METERS (81.3 FT) SOUTH-SOUTHEAST FROM A 1.0 METER IN
 LX7463'DIAMETER TREE,
 LX7463'22.92 METERS (75.2 FT) NORTH-NORTHWEST FROM A 0.7 METER IN
 LX7463'DIAMETER TREE AND
 LX7463'5.45 METERS (17.9 FT) WEST FROM A 2.1 METER HIGH ROCK WALL.
 LX7463'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE DISK
 LX7463'STAMPED---ROUND HILL 2 1937 NO 4 1983---,
 LX7463'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7463'
 LX7463'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7463'STAMPED---ROUND HILL 2 1937 NO 3 1966---,
 LX7463'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7463'FLUSH WITH GROUND.  IT IS LOCATED
 LX7463'8.9 METERS (29.2 FT) NORTHEAST FROM A 1.0 METER IN DIAMETER TREE,
 LX7463'7.3 METERS (23.9 FT) WEST FROM THE NORTHWEST CORNER OF A VERANDA
 LX7463'AND
 LX7463'6.2 METERS (20.3 FT) SOUTHWEST FROM A 0.8 METER IN DIAMETER TREE.
 LX7463'MARK IS LEVEL WITH STATION.
 LX7463'
 LX7463'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 LX7463'A TAPED TRAVERSE TIE WAS MADE TO ROUND HILL 2 1937 RM 3.
 LX7463'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK
 LX7463'
 LX7463'DESCRIBED BY J.N. LEONHARDT, CHECKED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7465 ***********************************************************************
 LX7465  DESIGNATION -  ROWAYTON OLD WITCH STANDPIPE
 LX7465  PID         -  LX7465
 LX7465  STATE/COUNTY-  CT/FAIRFIELD
 LX7465  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7465
 LX7465                         *CURRENT SURVEY CONTROL
 LX7465  ___________________________________________________________________
 LX7465* NAD 83(1996)-  41 04 24.93983(N)    073 25 59.33497(W)     ADJUSTED  
 LX7465* NAVD 88     -                                                        
 LX7465  ___________________________________________________________________
 LX7465  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 LX7465  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX7465
 LX7465  HORZ ORDER  -  THIRD
 LX7465
 LX7465.The horizontal coordinates were established by classical geodetic methods
 LX7465.and adjusted by the National Geodetic Survey in August 1998..
 LX7465
 LX7465
 LX7465.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7465
 LX7465.The geoid height was determined by GEOID03.
 LX7465
 LX7465;                    North         East     Units Scale Factor Converg.
 LX7465;SPC CT       -   179,309.896   247,387.481   MT  1.00001518   -0 27 10.7
 LX7465;SPC CT       -   588,285.88    811,637.09   sFT  1.00001518   -0 27 10.7
 LX7465;UTM  18      - 4,548,109.485   631,630.195   MT  0.99981325   +1 01 46.6
 LX7465
 LX7465                          SUPERSEDED SURVEY CONTROL
 LX7465
 LX7465  NAD 83(1992)-  41 04 24.93899(N)    073 25 59.33356(W) AD(       ) 4
 LX7465  NAD 83(1986)-  41 04 24.94070(N)    073 25 59.33594(W) AD(       ) 4
 LX7465  NAD 83(1986)-  41 04 24.93632(N)    073 25 59.33200(W) AD(       ) 4
 LX7465
 LX7465.Superseded values are not recommended for survey control.
 LX7465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7465.See file dsdata.txt to determine how the superseded data were derived.
 LX7465
 LX7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3163048109(NAD 83)
 LX7465_MARKER: 52 = STANDPIPE TANK
 LX7465
 LX7465  HISTORY     - Date     Condition        Report By
 LX7465  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7465
 LX7465                          STATION DESCRIPTION
 LX7465
 LX7465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7465'THE STATION, THE ROWAYTON OLD WITCH ROAD STANDPIPE, IS THE
 LX7465'VENT TOP CENTER ATOP THE PALE BLUE STANDPIPE, ABOUT 38
 LX7465'METERS (125 FT) HIGH.
 LX7465'
 LX7465'THE STATION IS LOCATED ABOUT 3.2 KM (2 MI) SOUTHWEST OF
 LX7465'THE NORWALK CITY HALL, IN ROWAYTON, 0.3 KM (0.2 MI) SOUTHEAST
 LX7465'OF THE ROTON MIDDLE SCHOOL, IN A RESIDENTIAL NEIGHBORHOOD, 75
 LX7465'METERS (240 FT) SOUTH OF WITCH LANE AND 40 METERS (131 FT) WEST
 LX7465'OF OLD WITCH COURT.
 LX7465'
 LX7465'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3599 ***********************************************************************
 LX3599  CBN         -  This is a Cooperative Base Network Control Station.
 LX3599  DESIGNATION -  ROXBURY
 LX3599  PID         -  LX3599
 LX3599  STATE/COUNTY-  CT/LITCHFIELD
 LX3599  USGS QUAD   -  ROXBURY (1984)
 LX3599
 LX3599                         *CURRENT SURVEY CONTROL
 LX3599  ___________________________________________________________________
 LX3599* NAD 83(1996)-  41 33 02.43798(N)    073 15 31.29030(W)     ADJUSTED  
 LX3599* NAVD 88     -       293.3    (meters)     962.     (feet)  GPS OBS   
 LX3599  ___________________________________________________________________
 LX3599  X           -   1,377,011.728 (meters)                     COMP
 LX3599  Y           -  -4,577,825.365 (meters)                     COMP
 LX3599  Z           -   4,208,561.051 (meters)                     COMP
 LX3599  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LX3599  ELLIP HEIGHT-         263.85  (meters)          (06/22/01) GPS OBS
 LX3599  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX3599
 LX3599  HORZ ORDER  -  A
 LX3599  ELLP ORDER  -  FOURTH    CLASS I
 LX3599
 LX3599.The horizontal coordinates were established by GPS observations
 LX3599.and adjusted by the National Geodetic Survey in June 2001..
 LX3599
 LX3599.The orthometric height was determined by GPS observations and a
 LX3599.high-resolution geoid model.
 LX3599
 LX3599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3599
 LX3599.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3599
 LX3599.The ellipsoidal height was determined by GPS observations
 LX3599.and is referenced to NAD 83.
 LX3599
 LX3599.The geoid height was determined by GEOID03.
 LX3599
 LX3599;                    North         East     Units Scale Factor Converg.
 LX3599;SPC CT       -   232,192.311   262,360.885   MT  0.99998318   -0 20 14.3
 LX3599;SPC CT       -   761,784.27    860,762.34   sFT  0.99998318   -0 20 14.3
 LX3599;UTM  18      - 4,601,354.353   645,223.783   MT  0.99985954   +1 09 18.6
 LX3599
 LX3599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3599!SPC CT       -   0.99995862  x   0.99998318  =   0.99994180
 LX3599!UTM  18      -   0.99995862  x   0.99985954  =   0.99981816
 LX3599
 LX3599|---------------------------------------------------------------------|
 LX3599| PID    Reference Object                     Distance      Geod. Az  |
 LX3599|                                                           dddmmss.s |
 LX3599| CB4352 ROXBURY RM 2                         25.505 METERS 01145     |
 LX3599| CB4351 ROXBURY RM 1                         24.601 METERS 11553     |
 LX3599| LX3598 GOOD 3                              100.772 METERS 18641     |
 LX3599| LX3596 SOUTHBURY ST TRAINING SCH TANK      APPROX. 5.3 KM 2024448.5 |
 LX3599| LX4428 PAWLING CCC CAMP TANK               APPROX.23.6 KM 2842054.7 |
 LX3599| LX3600 ROXBURY FIRE TOWER                  APPROX. 5.1 KM 3291446.6 |
 LX3599| LX3604 ROXBURY AZ MK                       APPROX. 0.8 KM 3410335.8 |
 LX3599|---------------------------------------------------------------------|
 LX3599
 LX3599                          SUPERSEDED SURVEY CONTROL
 LX3599
 LX3599  NAD 83(1996)-  41 33 02.43765(N)    073 15 31.29266(W) AD(       ) 1
 LX3599  NAD 83(1992)-  41 33 02.43734(N)    073 15 31.29290(W) AD(       ) 1
 LX3599  NAD 83(1986)-  41 33 02.43912(N)    073 15 31.29440(W) AD(       ) 1
 LX3599  NAD 27      -  41 33 02.09471(N)    073 15 32.88287(W) AD(       ) 1
 LX3599  NGVD 29 (07/19/86)  293.1    (m)          962.     (f) VERT ANG       
 LX3599
 LX3599.Superseded values are not recommended for survey control.
 LX3599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3599.See file dsdata.txt to determine how the superseded data were derived.
 LX3599
 LX3599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4522401354(NAD 83)
 LX3599_MARKER: DD = SURVEY DISK
 LX3599_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX3599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3599_STAMPING: ROXBURY 1942
 LX3599_MARK LOGO: CGS   
 LX3599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX3599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX3599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3599+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX3599
 LX3599  HISTORY     - Date     Condition        Report By
 LX3599  HISTORY     - 19420101 MONUMENTED       CGS
 LX3599  HISTORY     - 1973     GOOD             NGS
 LX3599  HISTORY     - 1981     GOOD             NGS
 LX3599  HISTORY     - 1982     GOOD             NGS
 LX3599  HISTORY     - 1983     GOOD             NGS
 LX3599  HISTORY     - 20001121 GOOD             CTGS
 LX3599  HISTORY     - 20010716 GOOD             CTGS
 LX3599  HISTORY     - 20030424 GOOD             CTGS
 LX3599  HISTORY     - 20050410 GOOD             CTGS
 LX3599
 LX3599                          STATION DESCRIPTION
 LX3599
 LX3599'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3599'STATION IS LOCATED ABOUT 2.5 MILES E OF ROXBURY, 8.0 MILES E OF
 LX3599'NEW MILFORD AND ABOUT 10 MILES ENE OF NEWTOWN.  THE LAND IS
 LX3599'OWNED BY S.L. POND.  THE MARK IS SET ON A BARE HILL, 56.5 FEET
 LX3599'S OF A LARGE TRIANGULAR BLAZE IN A 14-INCH ELM TREE AND 35.0
 LX3599'FEET W OF THE CENTER LINE OF THE GRAVEL ROAD.  THE DISK IS 12
 LX3599'INCHES BELOW THE SURFACE OF THE GROUND AND IS STAMPED ROXBURY
 LX3599'1942.
 LX3599'
 LX3599'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 LX3599'DISKS SET IN CONCRETE.
 LX3599'
 LX3599'REFERENCE MARK NO. 1 IS 80.77 FEET SE OF THE STATION IN A N-S
 LX3599'FENCE LINE.  IT IS 15 FEET E OF THE CENTER LINE OF THE GRAVEL
 LX3599'ROAD.  THE DISK IS STAMPED ROXBURY NO.1 1942.
 LX3599'
 LX3599'REFERENCE MARK NO.2 IS 83.74 FEET NE OF THE STATION IN A N-S
 LX3599'FENCE LINE.  IT IS 13 FEET E OF THE CENTER LINE OF THE GRAVEL
 LX3599'ROAD.  THE DISK IS STAMPED ROXBURY NO.2 1942.
 LX3599'
 LX3599'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE N OF THE STATION,
 LX3599'27 FEET S OF THE CENTER LINE OF A MACADAM ROAD, 4 FEET W OF
 LX3599'POWERLINE POLE NO. 521 AND 2.0 FEET W OF A STANDARD REFERENCE
 LX3599'POST.  THE DISK IS STAMPED ROXBURY 1942.
 LX3599'
 LX3599'TO REACH THE STATION FROM A TRIANGLE PARK AND MONUMENT IN THE
 LX3599'VILLAGE OF ROXBURY, GO E ON STATE HIGHWAY 67 FOR 0.15 MILE, THEN
 LX3599'CONTINUE STRAIGHT AHEAD LEAVING HIGHWAY 67 FOR 1.8 MILES TO A
 LX3599'ROAD FORKS, TAKE THE LEFT FORK FOR 1.0 MILE TO A CROSS ROAD AT
 LX3599'THE TOP OF A HILL (AZIMUTH MARK IS IN THE SW ANGLE OF THIS
 LX3599'INTERSECTION), TURN RIGHT ON A GRAVEL ROAD FOR 0.45 MILE TO THE
 LX3599'STATION ON THE RIGHT.
 LX3599'
 LX3599'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX3599
 LX3599                          STATION RECOVERY (1973)
 LX3599
 LX3599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX3599'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LX3599'RECOVERED AND FOUND IN GOOD CONDITION.  TRIANGULATION STATION MARK
 LX3599'GOOD 3 1938 AND REFERENCE MARK 2 WAS ALSO RECOVERED AND FOUND
 LX3599'IN GOOD CONDITION.
 LX3599'
 LX3599'THE DISTANCE TO THE REFERENCE MARKS CHECKED THE 1942 MEASUREMENTS
 LX3599'ADEQUATELY.  HORIZONTAL DIRECTIONS BETWEEN THE REFERENCE MARKS
 LX3599'WAS FOUND IN ERROR BY 4 MINUTES AND 53.9 SECONDS.  THERE WAS NO
 LX3599'EVIDENCE OF MOVEMENT OF ANY OF THE MARKS.  THE CURRENT
 LX3599'MEASUREMENTS WERE CONFIRMED.  A NEW AND COMPLETE DESCRIPTION
 LX3599'FOLLOWS.
 LX3599'
 LX3599'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF NEWTON,
 LX3599'8 MILES EAST OF NEW MILFORD, 2.5 MILES EAST OF ROXBURY AND ON LAND
 LX3599'OWNED BY MR. LARRY POND, GOOD HILL ROAD, WOODBURY, CONN.,
 LX3599'TELEPHONE NUMBER 263-3943.
 LX3599'
 LX3599'TO REACH THE STATION FROM THE TRIANGLE PARK AND MONUMENT IN
 LX3599'ROXBURY, GO EAST ON STATE HIGHWAY 67 FOR 0.15 MILE TO THE JUNCTION
 LX3599'OF STATE HIGHWAY 317, CONTINUE EASTERLY ON STATE HIGHWAY 317
 LX3599'FOR 1.65 MILES TO A Y-INTERSECTION, CONTINUE EASTERLY ON STATE
 LX3599'HIGHWAY 317 FOR 0.95 MILE TO THE AZIMUTH MARK AND A SMALL AIRPORT
 LX3599'HANGER ON THE RIGHT, CONTINUE EASTERLY ON STATE HIGHWAY 317 FOR
 LX3599'0.05 MILE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE
 LX3599'PAVED ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 LX3599'
 LX3599'STATION MARKS ARE STANDARD DISK STAMPED ROXBURY 1942.  THE
 LX3599'SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 LX3599'MONUMENT THAT IS 10 INCHES BELOW THE GROUND SURFACE.  IT IS 55 FEET
 LX3599'WEST-NORTHWEST OF A POWERLINE POLE, 49 FEET WEST OF A METAL
 LX3599'WITNESS POST AND 35 FEET WEST-SOUTH-WEST OF THE CENTERLINE OF THE
 LX3599'PAVED ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP
 LX3599'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 LX3599'SURFACE.
 LX3599'
 LX3599'REFERENCE MARK 1, A STANDARD DISK STAMPED ROXBURY NO 1 1942, IS
 LX3599'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LX3599'1 INCH ABOVE THE GROUND SURFACE.  IT IS 33 FEET SOUTH-SOUTHEAST
 LX3599'OF THE POWERLINE POLE AND 16 FEET EAST-NORTHEAST OF THE CENTERLINE
 LX3599'OF THE PAVED ROAD.
 LX3599'
 LX3599'REFERENCE MARK 2, A STANDARD DISK STAMPED ROXBURY NO 2 1942, IS
 LX3599'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LX3599'1 INCH ABOVE THE GROUND SURFACE.  IT IS 69 FEET NORTH OF THE METAL
 LX3599'WITNESS POST AND 14 FEET EAST-NORTHEAST OF THE CENTERLINE OF
 LX3599'THE PAVED ROAD.
 LX3599'
 LX3599'AZIMUTH MARK, A STANDARD DISK STAMPED ROXBURY 1942, IS SET IN
 LX3599'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 LX3599'INCHES ABOVE THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE
 LX3599'CENTERLINE OF STATE HIGHWAY 317, 21 FEET NORTH OF THE NORTHEAST
 LX3599'CORNER OF THE AIRPORT HANGER AND 5 FEET WEST OF A POWERLINE POLE
 LX3599'NUMBER 521.
 LX3599'
 LX3599'TRIANGULATION STATION GOOD 3 A STANDARD DISK STAMPED GOOD 3 1938,
 LX3599'IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES
 LX3599'ABOVE THE GROUND SURFACE.  IT IS 58 FEET SOUTH OF A FIELD ROAD,
 LX3599'15 FEET SOUTHWEST OF A TWIN TRUNK MAPLE TREE AND 5 FEET NORTH
 LX3599'OF A DIM TRACK ROAD.
 LX3599'
 LX3599'HEIGHT OF LIGHT ABOVE STATION MARK 60.6 FEET.
 LX3599'
 LX3599'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3599'2.5 MILES EAST OF ROXBURY.
 LX3599
 LX3599                          STATION RECOVERY (1981)
 LX3599
 LX3599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3599'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH-SOUTHEAST
 LX3599'OF WASHINGTON, 8.8 KM (5.5 MI) NORTHWEST OF SOUTHBURY AND
 LX3599'4.8 KM (3.0 MI) WEST OF WOODBURY.
 LX3599'OWNERSHIP---MR LARRY POND, GOOD HILL ROAD, WOODBURY CT.
 LX3599'
 LX3599'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 LX3599'AND STATE HIGHWAY 317 IN WOODBURY.  GO WEST ON HIGHWAY 317
 LX3599'FOR 5.55 KM (3.45 MI) TO A CROSSROAD.  TURN LEFT AND GO
 LX3599'SOUTH ON GRASSY HILL ROAD FOR 0.64 KM (0.4 MI) TO THE STATION
 LX3599'ON THE RIGHT.
 LX3599'
 LX3599'THE STATION IS A STANDARD NGS DISK
 LX3599'STAMPED---ROXBURY 1942---,
 LX3599'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3599'RECESSED 25 CM BELOW THE GROUND.  IT IS LOCATED
 LX3599'20.4 METERS (66.9 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER
 LX3599'OF A CONCRETE BLOCK BUILDING
 LX3599'16.76 METERS (55.00 FT) NORTHWEST FROM UTILITY POLE NUMBER W 11 AND
 LX3599'10.55 METERS (34.62 FT) WEST FROM THE CENTER OF THE ROAD.
 LX3599'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3599'STAMPED---ROXBURY 1942---,
 LX3599'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3599'
 LX3599'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3599'STAMPED---ROXBURY NO 1 1942---,
 LX3599'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3599'FLUSH WITH GROUND.  IT IS LOCATED
 LX3599'11.80 METERS (38.71 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER
 LX3599'OF THE CONCRETE BUILDING,
 LX3599'10.10 METERS (33.15 FT) SOUTH-SOUTHEAST FROM UTILITY POLE
 LX3599'NUMBER W 11 AND
 LX3599'5.15 METERS (16.90 FT) EAST FROM THE CENTER OF THE ROAD.
 LX3599'MARK IS ABOVE STATION 0.30 METERS.
 LX3599'
 LX3599'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3599'STAMPED---ROXBURY NO 2 1942---,
 LX3599'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3599'FLUSH WITH GROUND.  IT IS LOCATED
 LX3599'29.6 METERS (97.10 FT) NORTH FROM UTILITY POLE NUMBER W 11 AND
 LX3599'4.2 METERS (13.78 FT) EAST FROM THE CENTER OF THE ROAD.
 LX3599'MARK IS ABOVE STATION 0.30 METERS.
 LX3599'
 LX3599'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3599'STAMPED---ROXBURY 1942---,
 LX3599'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3599'PROJECTING 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX3599'8.32 METERS (27.30 FT) SOUTH FROM THE CENTER OF HIGHWAY 317
 LX3599'6.03 METERS (19.80 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 LX3599'OF A HANGAR,
 LX3599'1.61 METERS (5.30 FT) WEST FROM A UTILITY POLE NUMBER G2149 AND
 LX3599'0.82 METER (2.70 FT) EAST FROM A METAL WITNESS POST
 LX3599'
 LX3599'TO REACH AZIMUTH MARK FROM THE STATION PROCEED NORTH ON
 LX3599'GRASSY HILL ROAD FOR 0.64 KM (0.40 MI) TO A CROSSROAD.
 LX3599'TURN LEFT AND GO WEST ON HIGHWAY 317 FOR 0.08 KM (0.05 MI)
 LX3599'TO THE AZIMUTH ON THE LEFT.
 LX3599'
 LX3599'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.4 METERS.
 LX3599
 LX3599                          STATION RECOVERY (1982)
 LX3599
 LX3599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3599'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 LX3599'MARK WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED
 LX3599'IN 1981.
 LX3599'
 LX3599'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.4 METERS.
 LX3599'
 LX3599'DESCRIBED BY D.R. VARNEY, CHECKED BY V.D. NOVAK.
 LX3599
 LX3599                          STATION RECOVERY (1983)
 LX3599
 LX3599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3599'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.
 LX3599'
 LX3599'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.6 METERS.
 LX3599'
 LX3599'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
 LX3599
 LX3599                          STATION RECOVERY (2000)
 LX3599
 LX3599'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX3599'THE STATION MARK IS A STANDARD CGS BRONZE DISK, STAMPED ROXBURY
 LX3599'1942, SET INTO THE TOP OF A 12 IN. SQUARE CONCRETE POST WHICH IS
 LX3599'RECESSED 10 IN. BELOW THE SURFACE OF THE GROUND. THE
 LX3599'UNDERGROUND MARK IS A STANDARD CGS DISK, STAMPED ROXBURY 1942,
 LX3599'SET INTO AN IRREGULAR MASS OF CONCRETE ABOUT 42 IN. BELOW THE
 LX3599'GROUND.
 LX3599'TO REACH THE STATION FROM THE INTERSECTION OF CT ROUTE 67
 LX3599'(SOUTHBURY ROAD) AND CT ROUTE 317 (CHURCH STREET), PROCEED EAST
 LX3599'ON CT ROUTE 317 FOR 2.65 MI. (ENTERING WOODBURY) TO UPPER GRASSY
 LX3599'HILL ROAD (UPPER WOODLAND LANE). TURN RIGHT ONTO UPPER
 LX3599'GRASSY HILL ROAD AND PROCEED SOUTH FOR 0.4 MI. TO THE STATION ON
 LX3599'THE RIGHT (WEST).
 LX3599'THE STATION IS LOCATED ATOP A BARE HILL, 66.9 FT. WEST OF THE
 LX3599'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 55.00 FT.
 LX3599'NORTHWEST OF UTILITY POLE  NUMBER W11, 34.62 FT. WEST OF THE
 LX3599'CENTERLINE OF UPPER GRASSY HILL ROAD, AND 22.0 FEET WEST OF
 LX3599'WITNESS POST.
 LX3599'RM 1 IS SOUTHEAST OF STATION, A STANDARD BRONZE DISK,
 LX3599'STAMPED ROXBURY NO 1 1942, SET INTO THE TOP OF A 12 IN. SQUARE
 LX3599'CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS LOCATED 38.71
 LX3599'FT. SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 LX3599'33.15 FT. SOUTHEAST OF UTILITY POLE NUMBER W11, AND 16.90 FT. EAST OF
 LX3599'THE CENTERLINE OF UPPER GRASSY HILL ROAD.
 LX3599'RM 2 IS NORTHEAST OF STATION, A STANDARD BRONZE DISK STAMPED
 LX3599'ROXBURY NO 2 1942, SET INTO THE TOP OF A 12 IN. CONCRETE POST WHICH
 LX3599'IS FLUSH WITH THE GROUND. IT IS LOCATED IN A NORTH-SOUTH FENCE LINE,
 LX3599'97.10 FT. NORTH OF UTILITY POLE NUMBER W11, AND 13.78 FT. EAST OF THE
 LX3599'CENTERLINE OF UPPER GRASSY HILL ROAD.
 LX3599'AZ MK IS NORTH OF STATION, A STANDARD BRONZE DISK, STAMPED
 LX3599'ROXBURY 1942, SET INTO THE TOP OF A 12 IN. SQUARE CONCRETE POST
 LX3599'WHICH IS RECESSED 2 IN. BELOW THE GROUND. IT IS LOCATED 28.5 FT.
 LX3599'SOUTH OF THE CENTERLINE OF CT ROUTE 317, 19.80 FT. NORTHEAST OF THE
 LX3599'NORTHEAST CORNER OF AN AIRPLANE HANGAR, 6.8 FT. WEST OF
 LX3599'POWERLINE POLE NUMBER G-2149, AND 1.0 FT. NORTH OF A WITNESS POST.
 LX3599' 
 LX3599'ALL RMS ARE IN INCLUDING AZ MARK. 9/27/99 CTGS/RB
 LX3599' 
 LX3599' 
 LX3599'
 LX3599
 LX3599                          STATION RECOVERY (2001)
 LX3599
 LX3599'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB)
 LX3599'RECOVERED AS DESCRIBED.
 LX3599'
 LX3599
 LX3599                          STATION RECOVERY (2003)
 LX3599
 LX3599'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX3599'THE STATION MARK IS A STANDARD NGS BRONZE DISK, STAMPED ROXBURY  1942,
 LX3599'SET INTO THE TOP OF A 12 IN. SQUARE CONCRETE POST WHICH IS  RECESSED
 LX3599'10 IN. BELOW THE SURFACE OF THE GROUND. THE  UNDERGROUND MARK IS A
 LX3599'STANDARD NGS DISK, STAMPED ROXBURY 1942,  SET INTO AN IRREGULAR MASS
 LX3599'OF CONCRETE ABOUT 42 IN. BELOW THE  GROUND. TO REACH THE STATION FROM
 LX3599'THE INTERSECTION OF CT ROUTE 67  (SOUTHBURY ROAD) AND CT ROUTE 317
 LX3599'(CHURCH STREET), PROCEED EAST  ON CT ROUTE 317 FOR 2.65 MI. (ENTERING
 LX3599'WOODBURY) TO UPPER GRASSY  HILL ROAD (AKA UPPER WOODLAND LANE). TURN
 LX3599'RIGHT ONTO UPPER  GRASSY HILL ROAD AND PROCEED SOUTH FOR 0.4 MI. TO
 LX3599'THE STATION ON  THE RIGHT (WEST). THE STATION IS LOCATED ATOP A BARE
 LX3599'HILL, 66.9 FT. WEST OF THE  SOUTHWEST CORNER OF A CONCRETE BLOCK
 LX3599'BUILDING, 55.00 FT.  NORTHWEST OF UTILITY POLE W11, 34.62 FT. WEST OF
 LX3599'THE CENTERLINE OF  UPPER GRASSY HILL ROAD, AND 22.0 FEET WEST OF
 LX3599'WITNESS POST. RM 1 SOUTHEAST OF STATION A STANDARD NGS BRONZE DISK,
 LX3599'STAMPED ROXBURY NO 1 1942, SET INTO THE TOP OF A 12 IN. SQUARE
 LX3599'CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS LOCATED 38.71  FT.
 LX3599'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING,  33.15 FT.
 LX3599'SOUTHEAST OF UTILITY POLE W11, AND 16.90 FT. EAST OF THE  CENTERLINE
 LX3599'OF UPPER GRASSY HILL ROAD. RM 2 NORTHEAST OF STATION A STANDARD NGS
 LX3599'BRONZE DISK,  STAMPED ROXBURY NO 2 1942, SET INTO THE TOP OF A 12 IN.
 LX3599'CONCRETE  POST WHICH IS FLUSH WITH THE GROUND. IT IS LOCATED IN A
 LX3599'NORTH-SOUTH FENCE LINE, 97.10 FT. NORTH OF UTILITY POLE W11, AND
 LX3599'13.78 FT. EAST OF THE CENTERLINE OF UPPER GRASSY HILL ROAD.    AZ MK
 LX3599'NORTH OF STATION A STANDARD NGS BRONZE DISK, STAMPED  ROXBURY 1942,
 LX3599'SET INTO THE TOP OF A 12 IN. SQUARE CONCRETE POST  WHICH IS RECESSED 2
 LX3599'IN. BELOW THE GROUND. IT IS LOCATED 28.5 FT.  SOUTH OF THE CENTERLINE
 LX3599'OF CT ROUTE 317, 19.80 FT. NORTHEAST OF THE  NORTHEAST CORNER OF AN
 LX3599'AIRPLANE HANGAR, 6.8 FT. WEST OF  POWERLINE POLE G-2149, AND 1.0 FT.
 LX3599'NORTH OF A WITNESS POST.
 LX3599
 LX3599                          STATION RECOVERY (2005)
 LX3599
 LX3599'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX3599'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3604 ***********************************************************************
 LX3604  DESIGNATION -  ROXBURY AZ MK
 LX3604  PID         -  LX3604
 LX3604  STATE/COUNTY-  CT/LITCHFIELD
 LX3604  USGS QUAD   -  ROXBURY (1984)
 LX3604
 LX3604                         *CURRENT SURVEY CONTROL
 LX3604  ___________________________________________________________________
 LX3604* NAD 83(1996)-  41 33 25.75222(N)    073 15 41.94176(W)     ADJUSTED  
 LX3604* NAVD 88     -       289.9    (meters)     951.     (feet)  VERTCON   
 LX3604  ___________________________________________________________________
 LX3604  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 LX3604  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX3604
 LX3604  HORZ ORDER  -  FIRST
 LX3604
 LX3604.The horizontal coordinates were established by classical geodetic methods
 LX3604.and adjusted by the National Geodetic Survey in August 1998..
 LX3604
 LX3604.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3604
 LX3604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3604
 LX3604.The geoid height was determined by GEOID03.
 LX3604
 LX3604;                    North         East     Units Scale Factor Converg.
 LX3604;SPC CT       -   232,913.018   262,118.301   MT  0.99998322   -0 20 21.3
 LX3604;SPC CT       -   764,148.79    859,966.46   sFT  0.99998322   -0 20 21.3
 LX3604;SPC NY L     -   154,677.885   361,598.768   MT  1.00007103   +0 28 58.6
 LX3604;SPC NY L     -   507,472.36  1,186,345.29   sFT  1.00007103   +0 28 58.6
 LX3604;UTM  18      - 4,602,068.409   644,962.542   MT  0.99985861   +1 09 12.1
 LX3604
 LX3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3604!SPC CT       -   0.99995915  x   0.99998322  =   0.99994237
 LX3604!SPC NY L     -   0.99995915  x   1.00007103  =   1.00003018
 LX3604!UTM  18      -   0.99995915  x   0.99985861  =   0.99981776
 LX3604
 LX3604|---------------------------------------------------------------------|
 LX3604| PID    Reference Object                     Distance      Geod. Az  |
 LX3604|                                                           dddmmss.s |
 LX3604| LX3603 ROXBURY AZ MK A PT                   18.497 METERS 12442     |
 LX3604| LX3599 ROXBURY                             APPROX. 0.8 KM 1610328.7 |
 LX3604|---------------------------------------------------------------------|
 LX3604
 LX3604                          SUPERSEDED SURVEY CONTROL
 LX3604
 LX3604  NAD 83(1992)-  41 33 25.75191(N)    073 15 41.94199(W) AD(       ) 1
 LX3604  NAD 83(1986)-  41 33 25.75376(N)    073 15 41.94357(W) AD(       ) 1
 LX3604  NAD 27      -  41 33 25.40937(N)    073 15 43.53193(W) AD(       ) 1
 LX3604  NGVD 29 (07/19/86)  290.2    (m)          952.     (f) VERT ANG       
 LX3604
 LX3604.Superseded values are not recommended for survey control.
 LX3604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3604.See file dsdata.txt to determine how the superseded data were derived.
 LX3604
 LX3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4496302068(NAD 83)
 LX3604_MARKER: DZ = AZIMUTH MARK DISK
 LX3604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3604
 LX3604  HISTORY     - Date     Condition        Report By
 LX3604  HISTORY     - 1973     MONUMENTED       NGS
 LX3604  HISTORY     - 1981     GOOD             NGS
 LX3604
 LX3604                          STATION DESCRIPTION
 LX3604
 LX3604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX3604'STATION MARK, A STANDARD DISK STAMPED ROXBURY 1942, IS SET IN THE
 LX3604'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 LX3604'ABOVE THE GROUND SURFACE.  IT IS 26 FEET SOUTH OF THE CENTERLINE OF
 LX3604'STATE HIGHWAY 317, 21 FEET NORTH OF THE NORTHEAST CORNER OF THE
 LX3604'AIRPORT HANGAR AND 5 FEET WEST OF A POWERLINE POLE, NUMBER 521.
 LX3604
 LX3604                          STATION RECOVERY (1981)
 LX3604
 LX3604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3604'THE STATION MARK WAS RECOVERED AND FOUND TO BE
 LX3604'IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LX3604'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH-SOUTHEAST
 LX3604'OF WASHINGTON, 8.8 KM (5.5 MI) NORTHWEST OF SOUTHBURY AND
 LX3604'4.8 KM (3.0 MI) WEST OF WOODBURY.
 LX3604'OWNERSHIP---MR LARRY POND, GOOD HILL ROAD, WOODBURY CT.
 LX3604'
 LX3604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX3604'STATE HIGHWAY 317 IN WOODBURY.  GO WEST ON HIGHWAY 317 FOR
 LX3604'5.55 KM (3.45 MI) TO A CROSSROAD (GRASSY HILL ROAD).
 LX3604'CONTINUE WEST ON HIGHWAY 317 FOR 0.08 KM (0.05 MI) TO
 LX3604'THE STATION ON THE LEFT.
 LX3604'
 LX3604'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX3604'STAMPED---ROXBURY 1942---,
 LX3604'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3604'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3604'8.32 METERS (27.30 FT) SOUTH FROM THE CENTER OF HIGHWAY 317,
 LX3604'6.03 METERS (19.80 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 LX3604'OF A HANGAR,
 LX3604'1.61 METERS (5.30 FT) WEST FROM A UTILITY POLE NUMBER G2149 AND
 LX3604'0.82 METER (2.7 FT) EAST FROM A METAL WITNESS POST
 LX3604'
 LX3604'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 LX3604'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.07 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3600 ***********************************************************************
 LX3600  DESIGNATION -  ROXBURY FIRE TOWER
 LX3600  PID         -  LX3600
 LX3600  STATE/COUNTY-  CT/LITCHFIELD
 LX3600  USGS QUAD   -  ROXBURY (1984)
 LX3600
 LX3600                         *CURRENT SURVEY CONTROL
 LX3600  ___________________________________________________________________
 LX3600* NAD 83(1996)-  41 35 25.14617(N)    073 17 24.41214(W)     ADJUSTED  
 LX3600* NAVD 88     -                                                        
 LX3600  ___________________________________________________________________
 LX3600  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 LX3600  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX3600
 LX3600  HORZ ORDER  -  THIRD
 LX3600
 LX3600.The horizontal coordinates were established by classical geodetic methods
 LX3600.and adjusted by the National Geodetic Survey in August 1998..
 LX3600
 LX3600
 LX3600.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3600
 LX3600.The geoid height was determined by GEOID03.
 LX3600
 LX3600;                    North         East     Units Scale Factor Converg.
 LX3600;SPC CT       -   236,610.805   259,766.864   MT  0.99998363   -0 21 29.3
 LX3600;SPC CT       -   776,280.62    852,251.79   sFT  0.99998363   -0 21 29.3
 LX3600;UTM  18      - 4,605,703.206   642,515.876   MT  0.99984995   +1 08 06.8
 LX3600
 LX3600                          SUPERSEDED SURVEY CONTROL
 LX3600
 LX3600  NAD 83(1992)-  41 35 25.14596(N)    073 17 24.41255(W) AD(       ) 4
 LX3600  NAD 83(1986)-  41 35 25.14798(N)    073 17 24.41437(W) AD(       ) 4
 LX3600  NAD 27      -  41 35 24.80900(N)    073 17 25.99700(W) AD(       ) 3
 LX3600
 LX3600.Superseded values are not recommended for survey control.
 LX3600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3600.See file dsdata.txt to determine how the superseded data were derived.
 LX3600
 LX3600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM4251605703(NAD 83)
 LX3600
 LX3600  HISTORY     - Date     Condition        Report By
 LX3600  HISTORY     - 1942     MONUMENTED       CGS
 LX3600  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3600
 LX3600                          STATION DESCRIPTION
 LX3600
 LX3600'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3600'THIS INTERSECTION STATION IS LOCATED ABOUT 1 MILE N OF ROXBURY
 LX3600'AND ABOUT 8 MILES E OF NEW MILFORD ON LAND OWNED BY THE STATE
 LX3600'OF CONNECTICUT.  IT IS A FOUR-LEGGED STRUCTURE OF GREY STEEL ABOUT
 LX3600'80 FEET HIGH WITH AN ENCLOSED OBSERVATION CAB ON TOP.  THE POINT
 LX3600'OBSERVED ON WAS CENTER OF THE ROOF OF THE CAB.
 LX3600'
 LX3600'TO REACH FROM THE JUNCTION OF CONNECTICUT HIGHWAYS 67 AND 199
 LX3600'IN ROXBURY, GO E 0.1 MILE ON HIGHWAY 67 TO A SURFACED ROAD WHERE
 LX3600'HIGHWAY 67 TURNS S, CONTINUE STRAIGHT AHEAD ON SURFACED ROAD 0.4
 LX3600'MILE TO A T-ROAD LEFT AND SIGN ROXBURY LOOKOUT TOWER, TURN LEFT
 LX3600'AND GO 4.25 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD 0.2 MILE
 LX3600'TO A NARROW ROAD LEFT AND SIGN ROXBURY LOOKOUT TOWER, TURN LEFT
 LX3600'AND GO 0.1 MILE TO END OF ROAD AND FIRE TOWER ON THE LEFT.
 LX3600
 LX3600                          STATION RECOVERY (1972)
 LX3600
 LX3600'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3600'FOUND AS DESCRIBED AND IS IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7609 ***********************************************************************
 LX7609  DESIGNATION -  RUNWAY
 LX7609  PID         -  LX7609
 LX7609  STATE/COUNTY-  CT/NEW HAVEN
 LX7609  USGS QUAD   -  SOUTHBURY (1984)
 LX7609
 LX7609                         *CURRENT SURVEY CONTROL
 LX7609  ___________________________________________________________________
 LX7609* NAD 83(1996)-  41 29 00.09033(N)    073 08 17.58876(W)     ADJUSTED  
 LX7609* NAVD 88     -       220.33   (+/-2cm)     722.9    (feet)  VERTCON   
 LX7609  ___________________________________________________________________
 LX7609  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 LX7609  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX7609
 LX7609  HORZ ORDER  -  FIRST
 LX7609  VERT ORDER  -  THIRD (See Below)
 LX7609
 LX7609.This mark is at Waterbury-Oxford Airport (OXC)
 LX7609
 LX7609.The horizontal coordinates were established by classical geodetic methods
 LX7609.and adjusted by the National Geodetic Survey in August 1998..
 LX7609
 LX7609.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7609.The vertical order pertains to the NGVD 29 superseded value.
 LX7609
 LX7609.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7609
 LX7609.The geoid height was determined by GEOID03.
 LX7609
 LX7609;                    North         East     Units Scale Factor Converg.
 LX7609;SPC CT       -   224,663.661   272,378.149   MT  0.99998352   -0 15 26.7
 LX7609;SPC CT       -   737,084.03    893,627.31   sFT  0.99998352   -0 15 26.7
 LX7609;UTM  18      - 4,594,089.790   655,432.568   MT  0.99989732   +1 14 00.6
 LX7609
 LX7609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7609!SPC CT       -   0.99997004  x   0.99998352  =   0.99995356
 LX7609!UTM  18      -   0.99997004  x   0.99989732  =   0.99986736
 LX7609
 LX7609|---------------------------------------------------------------------|
 LX7609| PID    Reference Object                     Distance      Geod. Az  |
 LX7609|                                                           dddmmss.s |
 LX7609| LX7610 RUNWAY AZ MK                        387.813 METERS 02246     |
 LX7609| LX7514 3534                                  7.216 METERS 08210     |
 LX7609| CR9717 RUNWAY RM 1                           8.460 METERS 17416     |
 LX7609|---------------------------------------------------------------------|
 LX7609
 LX7609                          SUPERSEDED SURVEY CONTROL
 LX7609
 LX7609  NAD 83(1992)-  41 29 00.08980(N)    073 08 17.58905(W) AD(       ) 1
 LX7609  NAD 83(1986)-  41 29 00.09157(N)    073 08 17.59173(W) AD(       ) 1
 LX7609  NAD 83(1986)-  41 29 00.09005(N)    073 08 17.59207(W) AD(       ) 1
 LX7609  NGVD 29 (01/16/90)  220.61   (m)          723.8    (f) LEVELING    3  
 LX7609
 LX7609.Superseded values are not recommended for survey control.
 LX7609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7609.See file dsdata.txt to determine how the superseded data were derived.
 LX7609
 LX7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5543394090(NAD 83)
 LX7609_MARKER: DS = TRIANGULATION STATION DISK
 LX7609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7609+STABILITY: SURFACE MOTION
 LX7609
 LX7609  HISTORY     - Date     Condition        Report By
 LX7609  HISTORY     - 1982     MONUMENTED       NGS
 LX7609
 LX7609                          STATION DESCRIPTION
 LX7609
 LX7609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7609'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST OF
 LX7609'WATERBURY, 10.5 KM (6.5 MI) NORTHWEST OF SEYMOUR AND
 LX7609'6.4 KM (4.0 MI) EAST OF SOUTHBURY IN THE NORTHEAST CORNER OF
 LX7609'THE OXFORD AIRPORT.
 LX7609'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF AERONAUTICS,
 LX7609'MR TONY FLANNAGAN-AIRPORT ENGINEER, BRAINARD AIRPORT,
 LX7609'HARTFORD CT 06114, PHONE 203-566-4981.
 LX7609'
 LX7609'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX7609'STATE ROUTE 188 NEAR THE MIDDLEBURY-SOUTHBURY TOWNLINE, GO SOUTH
 LX7609'ON ROUTE 188 FOR 1.8 KM (1.15 MI) TO A SIDE ROAD LEFT AND AN
 LX7609'OXFORD AIRPORT SIGN.  TURN LEFT, EAST, AND GO 1.5 KM (0.95 MI)
 LX7609'TO A SIDE ROAD LEFT AT A SIGN READING, EMERGENCY AND AUTHORIZED
 LX7609'VEHICLES ONLY.  TURN LEFT, NORTHEAST, AND GO 0.4 KM (0.25 MI)
 LX7609'TO THE END OF THE ROAD.  TURN RIGHT, EAST, THROUGH A METAL GATE
 LX7609'AND GO 0.1 KM (0.05 MI) TO A BLUE UNIROYAL HANGAR BUILDING.
 LX7609'TURN LEFT, NORTH ALONG THE WEST SIDE OF THE HANGAR AND THEN EAST
 LX7609'UP A HILL FOR 0.4 KM (0.25 MI) ALONG A PAVED ROAD TO THE
 LX7609'JUNCTION WITH THE NORTH-SOUTH TAXIWAY.  TURN RIGHT, SOUTHWEST,
 LX7609'ON THE GRASS FOR 52 METERS (170 FEET) TO THE STATION.
 LX7609'
 LX7609'THE STATION IS A STANDARD NGS DISK
 LX7609'STAMPED---RUNWAY 1982---,
 LX7609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7609'FLUSH WITH GROUND.  IT IS LOCATED
 LX7609'51.8 METERS (170 FT) SOUTHWEST FROM THE JUNCTION OF THE HANGAR
 LX7609'ROAD AND THE NORTH-SOUTH TAXIWAY,
 LX7609'39.87 METERS (130.8 FT) NORTH-NORTHWEST FROM THE THIRD BLUE LIGHT
 LX7609'NORTH OF THE JUNCTION OF THE NORTH-SOUTH TAXIWAY AND THE
 LX7609'EAST-WEST RUNWAY AND
 LX7609'32.0 METERS (105 FT) WEST FROM THE WEST EDGE OF THE NORTH-SOUTH
 LX7609'TAXIWAY.
 LX7609'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7609'STAMPED---RUNWAY 1982---,
 LX7609'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7609'
 LX7609'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7609'STAMPED---RUNWAY NO 1 1982---,
 LX7609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7609'RECESSED 6 CM BELOW THE GROUND.  IT IS LOCATED
 LX7609'34.93 METERS (114.6 FT) WEST-NORTHWEST FROM THE THIRD BLUE LIGHT
 LX7609'NORTH OF THE JUNCTION OF THE NORTH-SOUTH TAXIWAY AND THE EAST-WEST
 LX7609'RUNWAY.
 LX7609'32.3 METERS (106 FT) WEST FROM THE WEST EDGE OF THE NORTH-SOUTH
 LX7609'TAXIWAY.
 LX7609'MARK IS BELOW STATION 0.57 METER.
 LX7609'STATE MONUMENT 3534 IS A STANDARD CTGS DISK
 LX7609'STAMPED---3534---,
 LX7609'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 14 CM ON A SIDE
 LX7609'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7609'47.9 METERS (157 FT) SOUTHWEST FROM THE JUNCTION OF THE HANGAR
 LX7609'ROAD AND THE NORTH-SOUTH TAXIWAY,
 LX7609'34.99 METERS (114.8 FT) NORTH-NORTHWEST FROM THE THIRD BLUE LIGHT
 LX7609'NORTH OF THE JUNCTION OF THE NORTH-SOUTH TAXIWAY AND THE
 LX7609'EAST-WEST RUNWAY AND
 LX7609'24.7 METERS (81 FT) WEST FROM THE WEST EDGE OF THE NORTH-SOUTH
 LX7609'TAXIWAY.
 LX7609'MARK IS BELOW STATION 0.1 METER.
 LX7609'
 LX7609'A TRAVERSE CONNECTION WAS MADE TO RUNWAY AZ MK AND
 LX7609'STATE MONUMENT 3534 CTGS.  SEE DESCRIPTIONS THEREOF.
 LX7609'
 LX7609'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7609'
 LX7609'DESCRIBED BY D.R. VARNEY, CHECKED BY E.D. WEGNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7610 ***********************************************************************
 LX7610  SACS        -  This is a Secondary Airport Control Station.
 LX7610  DESIGNATION -  RUNWAY AZ MK
 LX7610  PID         -  LX7610
 LX7610  STATE/COUNTY-  CT/NEW HAVEN
 LX7610  USGS QUAD   -  SOUTHBURY (1984)
 LX7610
 LX7610                         *CURRENT SURVEY CONTROL
 LX7610  ___________________________________________________________________
 LX7610* NAD 83(1996)-  41 29 11.68103(N)    073 08 11.11816(W)     ADJUSTED  
 LX7610* NAVD 88     -       219.34   (meters)     719.6    (feet)  GPS OBS   
 LX7610  ___________________________________________________________________
 LX7610  X           -   1,388,130.710 (meters)                     COMP
 LX7610  Y           -  -4,579,339.751 (meters)                     COMP
 LX7610  Z           -   4,203,181.602 (meters)                     COMP
 LX7610  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 LX7610  ELLIP HEIGHT-         190.08  (meters)          (06/04/02) GPS OBS
 LX7610  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX7610
 LX7610  HORZ ORDER  -  FIRST
 LX7610  ELLP ORDER  -  FOURTH    CLASS I
 LX7610
 LX7610.This mark is at Waterbury-Oxford Airport (OXC)
 LX7610
 LX7610.The horizontal coordinates were established by GPS observations
 LX7610.and adjusted by the National Geodetic Survey in May 2000..
 LX7610
 LX7610.The orthometric height was determined by GPS observations and a
 LX7610.high-resolution geoid model.
 LX7610
 LX7610.GPS derived orthometric heights for airport stations designated as
 LX7610.PACS or SACS are published to 2 decimal places.  This maintains
 LX7610.centimeter relative accuracy between the PACS and SACS.  It does
 LX7610.not indicate centimeter accuracy relative to other marks which are
 LX7610.part of the NAVD 88 network.
 LX7610
 LX7610.Photographs are available for this station.
 LX7610
 LX7610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7610
 LX7610.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7610
 LX7610.The ellipsoidal height was determined by GPS observations
 LX7610.and is referenced to NAD 83.
 LX7610
 LX7610.The geoid height was determined by GEOID03.
 LX7610
 LX7610;                    North         East     Units Scale Factor Converg.
 LX7610;SPC CT       -   225,020.562   272,529.857   MT  0.99998348   -0 15 22.4
 LX7610;SPC CT       -   738,254.96    894,125.04   sFT  0.99998348   -0 15 22.4
 LX7610;UTM  18      - 4,594,450.487   655,574.927   MT  0.99989786   +1 14 05.2
 LX7610
 LX7610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7610!SPC CT       -   0.99997019  x   0.99998348  =   0.99995367
 LX7610!UTM  18      -   0.99997019  x   0.99989786  =   0.99986805
 LX7610
 LX7610                          SUPERSEDED SURVEY CONTROL
 LX7610
 LX7610  NAD 83(1996)-  41 29 11.67982(N)    073 08 11.12207(W) AD(       ) 2
 LX7610  NAD 83(1992)-  41 29 11.67929(N)    073 08 11.12237(W) AD(       ) 2
 LX7610  NAD 83(1986)-  41 29 11.68105(N)    073 08 11.12499(W) AD(       ) 2
 LX7610  NAD 83(1986)-  41 29 11.67951(N)    073 08 11.12532(W) AD(       ) 2
 LX7610  NGVD 29 (01/16/90)  219.4    (m)          720.     (f) VERT ANG       
 LX7610
 LX7610.Superseded values are not recommended for survey control.
 LX7610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7610.See file dsdata.txt to determine how the superseded data were derived.
 LX7610
 LX7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5557594450(NAD 83)
 LX7610_MARKER: DZ = AZIMUTH MARK DISK
 LX7610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7610_STAMPING: RUNWAY 1982
 LX7610_MARK LOGO: NGS   
 LX7610_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7610+STABILITY: SURFACE MOTION
 LX7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7610+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 LX7610
 LX7610  HISTORY     - Date     Condition        Report By
 LX7610  HISTORY     - 1982     MONUMENTED       NGS
 LX7610  HISTORY     - 19990930 GOOD             WOOLPT
 LX7610  HISTORY     - 20000606 GOOD             NGS
 LX7610
 LX7610                          STATION DESCRIPTION
 LX7610
 LX7610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7610'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHWEST
 LX7610'OF WATERBURY, 10.5 KM (6.5 MI) NORTHWEST OF SEYMOUR AND
 LX7610'6.4 KM (4.0 MI) EAST OF SOUTHBURY IN THE NORTHEAST
 LX7610'CORNER OF THE OXFORD AIRPORT.
 LX7610'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF AERONAUTICS,
 LX7610'MR TONY FLANNAGAN-AIRPORT ENGINEER, BRAINARD AIRPORT,
 LX7610'HARTFORD CT 06114, PHONE 203-566-4981.
 LX7610'
 LX7610'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX7610'STATE ROUTE 188 NEAR THE MIDDLEBURY-SOUTHBURY TOWNLINE, GO SOUTH
 LX7610'ON ROUTE 188 FOR 1.8 KM (1.15 MI) TO A SIDE ROAD LEFT AND AN
 LX7610'OXFORD AIRPORT SIGN.  TURN LEFT, EAST, AND GO 1.5 KM (0.95 MI)
 LX7610'TO A SIDE ROAD LEFT AT A SIGN READING, EMERGENCY AND AUTHORIZED
 LX7610'VEHICLES ONLY.  TURN LEFT, NORTHEAST, AND GO 0.4 KM (0.25 MI)
 LX7610'TO THE END OF THE ROAD.  TURN RIGHT, EAST, THROUGH A METAL GATE
 LX7610'AND GO 0.1 KM (0.05 MI) TO A BLUE UNIROYAL HANGAR BUILDING.
 LX7610'TURN LEFT, NORTH, ALONG THE WEST SIDE OF THE HANGAR AND THEN EAST
 LX7610'UP A HILL FOR 0.4 KM (0.25 MI) ALONG A PAVED ROAD TO THE
 LX7610'JUNCTION WITH THE NORTH-SOUTH TAXIWAY.  TURN LEFT, NORTH,
 LX7610'ON THE TAXIWAY FOR 0.2 KM (0.1 MI)
 LX7610'ALONG THE NORTH-SOUTH TAXIWAY, TO THE TAXIWAY
 LX7610'END.  TURN RIGHT, EAST, ON THE STRIP BETWEEN THE TAXIWAY AND
 LX7610'THE RUNWAY AND GO 0.1 KM (0.05 MI) JUST BEFORE REACHING THE
 LX7610'RUNWAY.  TURN LEFT, NORTH-NORTHEAST, FOR 0.2 KM (0.1 MI) TO THE
 LX7610'SOUTH END OF A HEDGE ROW AND THE STATION.
 LX7610'
 LX7610'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7610'STAMPED---RUNWAY 1982---,
 LX7610'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7610'FLUSH WITH GROUND.  IT IS LOCATED
 LX7610'7.47 METERS (24.5 FT) SOUTH-SOUTHEAST FROM A WITNESS POST AND THE
 LX7610'SOUTH END OF A HEDGE ROW ON THE WEST SLOPE OF A RIDGE.
 LX7610'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK
 LX7610'STAMPED---RUNWAY 1982---,
 LX7610'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7610'
 LX7610'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7610'AN EDM TRAVERSE CONNECTION WAS MADE TO RUNWAY.
 LX7610'
 LX7610'DESCRIBED BY D.R. VARNEY, CHECKED BY E.D. WEGNER.
 LX7610
 LX7610                          STATION RECOVERY (1999)
 LX7610
 LX7610'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX7610'RECOVERED AS DESCRIBED.
 LX7610'ADDITIONAL TIES-- THE STATION IS LOCATED 137 M (449.5 FT) FROM THE
 LX7610'EDGE OF PAVEMENT OF THE EAST-WEST TAXIWAY AT THE 18 END ON A MAGNETIC
 LX7610'COMPASS AZIMUTH OF 0.00 DEGREES, 57.30 M (187.99 FT) FROM A 4-INCH
 LX7610'HARDWOOD IN THE TREE LINE ON A MAGNETIC COMPASS AZIMUTH OF 215
 LX7610'DEGREES, 43.56 M (142.91 FT) FROM THE CENTERLINE OF THE MANHOLE ON A
 LX7610'MAGNETIC COMPASS AZIMUTH OF 60 DEGREES, 42.67 M (139.99 FT) FROM THE
 LX7610'CENTERLINE OF RUNWAY 18-36 ON A MAGNETIC COMPASS AZIMUTH OF 90
 LX7610'DEGREES.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 LX7610'STATION.
 LX7610
 LX7610                          STATION RECOVERY (2000)
 LX7610
 LX7610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DJA)
 LX7610'RECOVERED AS DESCRIBED.-- ADDITIONAL TIES-- THE STATION IS LOCATED 137
 LX7610'M (449.5 FT) FROM THE EDGE OF PAVEMENT OF THE EAST-WEST TAXIWAY AT THE
 LX7610'18 END ON A MAGNETIC COMPASS AZIMUTH OF 0.00 DEGREES, 57.30 M (187.99
 LX7610'FT) FROM A 4-INCH HARDWOOD IN THE TREE LINE ON A MAGNETIC COMPASS
 LX7610'AZIMUTH OF 215 DEGREES, 43.56 M (142.91 FT) FROM THE CENTERLINE OF THE
 LX7610'MANHOLE ON A MAGNETIC COMPASS AZIMUTH OF 60 DEGREES, 42.67 M (139.99
 LX7610'FT) FROM THE CENTERLINE OF RUNWAY 18-36 ON A MAGNETIC COMPASS AZIMUTH
 LX7610'OF 90 DEGREES.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 LX7610'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3634 ***********************************************************************
 LX3634  DESIGNATION -  RUSSELL
 LX3634  PID         -  LX3634
 LX3634  STATE/COUNTY-  CT/NEW HAVEN
 LX3634  USGS QUAD   -  NAUGATUCK (1984)
 LX3634
 LX3634                         *CURRENT SURVEY CONTROL
 LX3634  ___________________________________________________________________
 LX3634* NAD 83(1996)-  41 23 12.75746(N)    073 00 12.26187(W)     ADJUSTED  
 LX3634* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 LX3634  ___________________________________________________________________
 LX3634  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 LX3634  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX3634
 LX3634  HORZ ORDER  -  FIRST
 LX3634
 LX3634.The horizontal coordinates were established by classical geodetic methods
 LX3634.and adjusted by the National Geodetic Survey in August 1998..
 LX3634
 LX3634.The orthometric height was scaled from a topographic map.
 LX3634
 LX3634.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3634
 LX3634.The geoid height was determined by GEOID03.
 LX3634
 LX3634;                    North         East     Units Scale Factor Converg.
 LX3634;SPC CT       -   213,906.627   283,605.713   MT  0.99998641   -0 10 04.9
 LX3634;SPC CT       -   701,791.99    930,463.08   sFT  0.99998641   -0 10 04.9
 LX3634;UTM  18      - 4,583,628.947   666,935.238   MT  0.99994296   +1 19 13.2
 LX3634
 LX3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3634!SPC CT       -   0.99997360  x   0.99998641  =   0.99996001
 LX3634!UTM  18      -   0.99997360  x   0.99994296  =   0.99991656
 LX3634
 LX3634:                Primary Azimuth Mark                     Grid Az
 LX3634:SPC CT       -  RUSSELL AZ MK                            005 55 05.4
 LX3634:UTM  18      -  RUSSELL AZ MK                            004 25 47.3
 LX3634
 LX3634|---------------------------------------------------------------------|
 LX3634| PID    Reference Object                     Distance      Geod. Az  |
 LX3634|                                                           dddmmss.s |
 LX3634| CB4356 RUSSELL AZ MK                                      0054500.5 |
 LX3634| LX7639 BALDWIN RESET                       APPROX. 4.8 KM 1492856.9 |
 LX3634| CB4357 RUSSELL RM 1                         41.044 METERS 17443     |
 LX3634| CB4358 RUSSELL RM 2                         38.545 METERS 24424     |
 LX3634| LX3680 OXFORD RESET                        APPROX.10.9 KM 2845354.0 |
 LX3634|---------------------------------------------------------------------|
 LX3634
 LX3634                          SUPERSEDED SURVEY CONTROL
 LX3634
 LX3634  NAD 83(1992)-  41 23 12.75661(N)    073 00 12.26185(W) AD(       ) 1
 LX3634  NAD 83(1986)-  41 23 12.75745(N)    073 00 12.26582(W) AD(       ) 1
 LX3634  NAD 83(1986)-  41 23 12.75636(N)    073 00 12.26607(W) AD(       ) 2
 LX3634  NAD 27      -  41 23 12.40600(N)    073 00 13.89100(W) AD(       ) 2
 LX3634
 LX3634.Superseded values are not recommended for survey control.
 LX3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3634.See file dsdata.txt to determine how the superseded data were derived.
 LX3634
 LX3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6693583629(NAD 83)
 LX3634_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3634+STABILITY: SURFACE MOTION
 LX3634
 LX3634  HISTORY     - Date     Condition        Report By
 LX3634  HISTORY     - 1941     MONUMENTED       CTGS
 LX3634  HISTORY     - 1982     GOOD             NGS
 LX3634
 LX3634                          STATION DESCRIPTION
 LX3634
 LX3634'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LX3634'STATION IS A BRONZE U.S.C. AND G.S. DISK, STAMPED RUSSELL 1941,
 LX3634'SET IN A CONCRETE MONUMENT ON ROUND HILL.
 LX3634'
 LX3634'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 LX3634'IN NOTE 7A.
 LX3634'
 LX3634'REFERENCE MARK NO. 1 IS A BRONZE TRAVERSE DISK, STAMPED R.M. NO. 1,
 LX3634'SET IN A DRILL HOLE IN FLAT ROCK S OF STATION.
 LX3634'
 LX3634'REFERENCE MARK NO. 2 IS A BRONZE TRAVERSE DISK, STAMPED R.M. NO. 2,
 LX3634'SET IN A DRILL HOLE IN BOULDER 4 FEET BY 5 FEET AND APPROXIMATELY
 LX3634'2 FEET HIGH SW OF STATION.
 LX3634'
 LX3634'TO REACH FROM THE INTERSECTION OF ROUTES 63 AND 67, GO N ON
 LX3634'ROUTE 6, 0.9 MILE TO A SIDE ROAD ON THE LEFT AT THE BETHANY TOWN
 LX3634'LINE.  TURN LEFT (W) ON THIS ROAD AND GO 0.3 MILE TO A BAR GATE ON
 LX3634'THE LEFT (S).  THE STATION IS ABOUT 0.4 MILE SE OF THE BAR GATE
 LX3634'AND APPROXIMATELY 20 FEET N OF BETHANY WRITTEN WITH STONES ON TOP
 LX3634'OF THE HILL.
 LX3634'
 LX3634'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LX3634
 LX3634                          STATION RECOVERY (1982)
 LX3634
 LX3634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3634'THE STATION MARK REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3634'IN GOOD CONDITION AND AS DESCRIBED.  NO OBSERVATIONS WERE
 LX3634'OBTAINED AT THIS OCCUPATION.  THE LIGHTS THAT WERE SHOWN
 LX3634'WAS WITH AID OF A SWEDISH POLE.
 LX3634'
 LX3634'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 15.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5792 ***********************************************************************
 LX5792  DESIGNATION -  RYANS GABLE
 LX5792  PID         -  LX5792
 LX5792  STATE/COUNTY-  CT/MIDDLESEX
 LX5792  USGS QUAD   -  OLD LYME (1976)
 LX5792
 LX5792                         *CURRENT SURVEY CONTROL
 LX5792  ___________________________________________________________________
 LX5792* NAD 83(1996)-  41 19 17.60002(N)    072 21 04.06932(W)     ADJUSTED  
 LX5792* NAVD 88     -                                                        
 LX5792  ___________________________________________________________________
 LX5792  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LX5792  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX5792
 LX5792  HORZ ORDER  -  THIRD
 LX5792
 LX5792.The horizontal coordinates were established by classical geodetic methods
 LX5792.and adjusted by the National Geodetic Survey in August 1998..
 LX5792
 LX5792
 LX5792.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5792
 LX5792.The geoid height was determined by GEOID03.
 LX5792
 LX5792;                    North         East     Units Scale Factor Converg.
 LX5792;SPC CT       -   206,698.053   338,195.501   MT  0.99998996   +0 15 52.1
 LX5792;SPC CT       -   678,141.86  1,109,563.07   sFT  0.99998996   +0 15 52.1
 LX5792;UTM  18      - 4,577,838.841   721,698.059   MT  1.00020492   +1 44 59.0
 LX5792
 LX5792                          SUPERSEDED SURVEY CONTROL
 LX5792
 LX5792  NAD 83(1992)-  41 19 17.59904(N)    072 21 04.06899(W) AD(       ) 4
 LX5792  NAD 83(1986)-  41 19 17.60088(N)    072 21 04.07247(W) AD(       ) 4
 LX5792  NAD 27      -  41 19 17.24900(N)    072 21 05.78200(W) AD(       ) 3
 LX5792
 LX5792.Superseded values are not recommended for survey control.
 LX5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5792.See file dsdata.txt to determine how the superseded data were derived.
 LX5792
 LX5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2169877839(NAD 83)
 LX5792
 LX5792  HISTORY     - Date     Condition        Report By
 LX5792  HISTORY     - 1935     MONUMENTED       CGS
 LX5792  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5792  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5792  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX5792
 LX5792                          STATION DESCRIPTION
 LX5792
 LX5792'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5792'THE SUMMER RESIDENCE OF GEORGE W. RYAN IS LOCATED ON THE E SIDE OF
 LX5792'FERRY POINT AT THE TOP OF THE GRAVEL SLOPE MARKING THE W BANK OF
 LX5792'THE CONNECTICUT RIVER.
 LX5792'
 LX5792'THE HOME IS 1 1/2-STORIES HIGH WITH TWO DORMERS IN THE W SIDE
 LX5792'OF THE ROOF.  THE SIDES AND ROOF OF THE HOUSE ARE COVERED WITH
 LX5792'NATURAL WOOD SHINGLES.  THERE IS A PORCH ACROSS THE N END OF THE
 LX5792'HOUSE.  A SQUARE LIGHT COLORED CHIMNEY PROJECTS ABOVE THE MIDDLE
 LX5792'OF THE ROOF.
 LX5792'
 LX5792'CENTER IS THE APEX OF THE S GABLE.
 LX5792
 LX5792                          STATION RECOVERY (1954)
 LX5792
 LX5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5792'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--
 LX5792'
 LX5792'THE HOUSE NOW BELONGS TO FLORENCE STOKES.  THERE ARE THREE
 LX5792'WINDOWS ON THE W SIDE OF THE ROOF.  THE HOUSE HAS BEEN PAINTED
 LX5792'WHITE AND THE ROOF BLACK.  THE CHIMNEY IS OF BRICK.
 LX5792
 LX5792                          STATION RECOVERY (1961)
 LX5792
 LX5792'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5792'STATION COULD NOT BE FOUND.  A HOUSE FITTING THE DESCRIPTION HAS
 LX5792'BEEN REBUILT AND THE POSITION OF THE GABLE IS UNCERTAIN.  THIS
 LX5792'STATION SHOULD BE CLASSIFIED LOST.
 LX5792
 LX5792                          STATION RECOVERY (1997)
 LX5792
 LX5792'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3690 ***********************************************************************
 LX3690  DESIGNATION -  RYDER
 LX3690  PID         -  LX3690
 LX3690  STATE/COUNTY-  CT/FAIRFIELD
 LX3690  USGS QUAD   -  MILFORD (1984)
 LX3690
 LX3690                         *CURRENT SURVEY CONTROL
 LX3690  ___________________________________________________________________
 LX3690* NAD 83(1996)-  41 14 34.63484(N)    073 05 55.09543(W)     ADJUSTED  
 LX3690* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX3690  ___________________________________________________________________
 LX3690  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 LX3690  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3690
 LX3690  HORZ ORDER  -  THIRD
 LX3690
 LX3690.The horizontal coordinates were established by classical geodetic methods
 LX3690.and adjusted by the National Geodetic Survey in August 1998..
 LX3690
 LX3690.The orthometric height was scaled from a topographic map.
 LX3690
 LX3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3690
 LX3690.The geoid height was determined by GEOID03.
 LX3690
 LX3690;                    North         East     Units Scale Factor Converg.
 LX3690;SPC CT       -   197,950.571   275,576.091   MT  0.99999594   -0 13 52.2
 LX3690;SPC CT       -   649,442.83    904,119.23   sFT  0.99999594   -0 13 52.2
 LX3690;UTM  18      - 4,567,470.967   659,322.749   MT  0.99991241   +1 15 13.5
 LX3690
 LX3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3690!SPC CT       -   1.00000377  x   0.99999594  =   0.99999971
 LX3690!UTM  18      -   1.00000377  x   0.99991241  =   0.99991618
 LX3690
 LX3690|---------------------------------------------------------------------|
 LX3690| PID    Reference Object                     Distance      Geod. Az  |
 LX3690|                                                           dddmmss.s |
 LX3690| CB3920 CROSS ON 30 IN OAK TREE              19.500 METERS 07638     |
 LX3690| LX3716 OCTAGONAL SILO                      APPROX. 0.5 KM 1625018.4 |
 LX3690| LX3695 SOUTH TRANSMISSION TOWER EAST BANK  APPROX. 1.7 KM 2073151.1 |
 LX3690| LX3719 RYDER 2                             149.115 METERS 23843     |
 LX3690| CB3919 CROSS ON 12 IN BLACK OAK              7.350 METERS 34511     |
 LX3690| LX3675 TOMLINSONS BARN CUPOLA              APPROX. 0.9 KM 3531024.3 |
 LX3690|---------------------------------------------------------------------|
 LX3690
 LX3690                          SUPERSEDED SURVEY CONTROL
 LX3690
 LX3690  NAD 83(1992)-  41 14 34.63365(N)    073 05 55.09526(W) AD(       ) 3
 LX3690  NAD 83(1986)-  41 14 34.63774(N)    073 05 55.09997(W) AD(       ) 3
 LX3690  NAD 83(1986)-  41 14 34.63814(N)    073 05 55.09972(W) AD(       ) 3
 LX3690  NAD 27      -  41 14 34.29500(N)    073 05 56.71600(W) AD(       ) 3
 LX3690
 LX3690.Superseded values are not recommended for survey control.
 LX3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3690.See file dsdata.txt to determine how the superseded data were derived.
 LX3690
 LX3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5932367471(NAD 83)
 LX3690_MARKER: Z = SEE DESCRIPTION
 LX3690_SETTING: 0 = UNSPECIFIED SETTING
 LX3690
 LX3690  HISTORY     - Date     Condition        Report By
 LX3690  HISTORY     - 1934     MONUMENTED       CGS
 LX3690  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LX3690
 LX3690                          STATION DESCRIPTION
 LX3690
 LX3690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3690'LOCATED ON RYDER POINT IN THE TOWN OF STRATFORD ON THE W BANK OF
 LX3690'THE HOUSATONIC RIVER.  STATION IS ON THE SECOND KNOLL ABOVE
 LX3690'FOWLERS ISLAND JUST N OF THE CLARK HOUSE AND JUST E OF THE
 LX3690'BARN.  THE KNOLL IS WOODED AND JUST TO THE N THE KNOLL DIES AWAY
 LX3690'TO A MARSHY FLAT.  STATION IS A STANDARD DISK SET IN A CONCRETE
 LX3690'BLOCK 12 INCHES SQUARE AT THE TOP AND 30 INCHES DEEP.
 LX3690'SUB-SURFACE MARK IS SET IN CONCRETE 4 INCHES BELOW BASE OF
 LX3690'SURFACE MARK.  SIGNAL WAS 22 FEET HIGH AND OCCUPIED AS A GROUND
 LX3690'STATION.  THERE WAS NO FOLIAGE ON THE TREES.
 LX3690'
 LX3690'REFERENCE MARK NO. 1 IS A CROSS ON A 24-INCH WHITE OAK.  REFERENCE
 LX3690'MARK NO. 2 IS A CROSS ON A 12-INCH BLACK OAK.
 LX3690'
 LX3690'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX3690
 LX3690                          STATION RECOVERY (1973)
 LX3690
 LX3690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LX3690'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE TWO OLD REFERENCE
 LX3690'CROSSES ON TREES WERE NOT FOUND.  STATION WAS IN THE WAY OF
 LX3690'CONSTRUCTION OF NEW CONDOMINIUM BUILDINGS, SO A NEW STATION,
 LX3690'RYDER 2, WAS ESTABLISHED IN THE VICINITY, THEN THE OLD STATION
 LX3690'MARK REMOVED.
 LX3690'
 LX3690'FOR FURTHER INFORMATION SEE DESCRIPTION FOR RYDER 2.
 LX3690'
 LX3690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3690'IN NORTH STRATFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3719 ***********************************************************************
 LX3719  DESIGNATION -  RYDER 2
 LX3719  PID         -  LX3719
 LX3719  STATE/COUNTY-  CT/FAIRFIELD
 LX3719  USGS QUAD   -  MILFORD (1984)
 LX3719
 LX3719                         *CURRENT SURVEY CONTROL
 LX3719  ___________________________________________________________________
 LX3719* NAD 83(1996)-  41 14 32.12441(N)    073 06 00.56791(W)     ADJUSTED  
 LX3719* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3719  ___________________________________________________________________
 LX3719  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 LX3719  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX3719
 LX3719  HORZ ORDER  -  THIRD
 LX3719
 LX3719.The horizontal coordinates were established by classical geodetic methods
 LX3719.and adjusted by the National Geodetic Survey in August 1998..
 LX3719
 LX3719.The orthometric height was scaled from a topographic map.
 LX3719
 LX3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3719
 LX3719.The geoid height was determined by GEOID03.
 LX3719
 LX3719;                    North         East     Units Scale Factor Converg.
 LX3719;SPC CT       -   197,873.641   275,448.353   MT  0.99999600   -0 13 55.8
 LX3719;SPC CT       -   649,190.44    903,700.14   sFT  0.99999600   -0 13 55.8
 LX3719;UTM  18      - 4,567,390.760   659,197.058   MT  0.99991191   +1 15 09.8
 LX3719
 LX3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3719!SPC CT       -   1.00000423  x   0.99999600  =   1.00000023
 LX3719!UTM  18      -   1.00000423  x   0.99991191  =   0.99991614
 LX3719
 LX3719|---------------------------------------------------------------------|
 LX3719| PID    Reference Object                     Distance      Geod. Az  |
 LX3719|                                                           dddmmss.s |
 LX3719| LX3690 RYDER                               149.115 METERS 05843     |
 LX3719| CB4362 RYDER 2 RM 1                          7.766 METERS 07831     |
 LX3719| CB4364 RYDER 2 RM 3                          7.778 METERS 07919     |
 LX3719| LX3695 SOUTH TRANSMISSION TOWER EAST BANK  APPROX. 1.6 KM 2044415.9 |
 LX3719| LX3684 20                                  APPROX. 2.5 KM 2084747.2 |
 LX3719| CB4363 RYDER 2 RM 2                         16.919 METERS 25605     |
 LX3719|---------------------------------------------------------------------|
 LX3719
 LX3719                          SUPERSEDED SURVEY CONTROL
 LX3719
 LX3719  NAD 83(1992)-  41 14 32.12322(N)    073 06 00.56775(W) AD(       ) 3
 LX3719  NAD 83(1986)-  41 14 32.12736(N)    073 06 00.57237(W) AD(       ) 3
 LX3719  NAD 83(1986)-  41 14 32.12819(N)    073 06 00.57123(W) AD(       ) 3
 LX3719  NAD 27      -  41 14 31.78547(N)    073 06 02.18731(W) AD(       ) 3
 LX3719
 LX3719.Superseded values are not recommended for survey control.
 LX3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3719.See file dsdata.txt to determine how the superseded data were derived.
 LX3719
 LX3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5919767391(NAD 83)
 LX3719_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX3719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3719+STABILITY: SURFACE MOTION
 LX3719
 LX3719  HISTORY     - Date     Condition        Report By
 LX3719  HISTORY     - 1973     MONUMENTED       NGS
 LX3719  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3719  HISTORY     - 1982     GOOD             NGS
 LX3719  HISTORY     - 1989     GOOD             USPSQD
 LX3719  HISTORY     - 19910727 MARK NOT FOUND   USPSQD
 LX3719
 LX3719                          STATION DESCRIPTION
 LX3719
 LX3719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LX3719'STATION IS LOCATED IN THE NORTH END OF STRATFORD, ABOUT 1/4-MILE
 LX3719'SOUTHEAST OF INTERSECTION OF STATE HIGHWAY 110 AND MERRITT
 LX3719'PARKWAY (INTERCHANGE 53), AND ABOUT 800 FEET NORTHWEST OF NORTH
 LX3719'TIP OF FOWLER ISLAND.  ON RYDER POINT, ON NORTHWEST BANK OF THE
 LX3719'HOUSATONIC RIVER, IN SOUTH CORNER OF A LAWN, 100 FEET SOUTHEAST
 LX3719'OF A LARGE, WHITE HOUSE, AND JUST NORTHEAST OF A HIGH-PRESSURE,
 LX3719'UNDERGROUND GAS LINE.
 LX3719'
 LX3719'TO REACH STATION FROM THE ABOVE-MENTIONED INTERCHANGE, GO SOUTH
 LX3719'ON STATE HIGHWAY 110 FOR 0.1 MILE.  TURN LEFT ON RYDER LANE AND
 LX3719'GO EAST 0.15 MILE.  TURN RIGHT ON DRIVEWAY AND GO 0.1 MILE TO
 LX3719'RIVER AND STATION.
 LX3719'
 LX3719'STATION MARK IS A STANDARD DISK STAMPED RYDER 2 1973, SET IN THE
 LX3719'TOP OF A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH GROUND.  IT
 LX3719'IS 25 FEET NORTHWEST OF HIGH-TIDE LINE OF THE RIVER, ABOUT 10 FEET
 LX3719'HIGHER THAN WATER LEVEL, AND 48.4 FEET NORTHEAST OF A 5-INCH
 LX3719'INSPECTION COVER OF THE GAS LINE.
 LX3719'
 LX3719'UNDERGROUND MARK IS A STANDARD DISK STAMPED RYDER 2 1973, SET
 LX3719'IN CONCRETE 3 FEET BELOW GROUND.
 LX3719'
 LX3719'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED RYDER 2 NO 1
 LX3719'1973, CEMENTED IN A DRILL HOLE IN A 3-FOOT, FLAT BOULDER FLUSH WITH
 LX3719'GROUND, ON EDGE OF RIVER BLUFF, ABOUT 6 INCHES LOWER THAN
 LX3719'STATION MARK.
 LX3719'
 LX3719'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED RYDER 2 NO 2
 LX3719'1973, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT
 LX3719'PROJECTING 2 INCHES FROM GROUND.  IT IS AT SOUTHEAST SIDE OF A
 LX3719'20-FOOT SPRUCE, 10 FEET SOUTHWEST OF THE GAS LINE INSPECTION
 LX3719'COVER, AND 1.9 FEET LOWER THAN STATION MARK.
 LX3719'
 LX3719'NOTE--WHEN PROPOSED CONSTRUCTION IS COMPLETED, THE HILL THAT
 LX3719'RYDER 1934 WAS ON WILL BE CUT DOWN TO SAME LEVEL AS RYDER 2, THE
 LX3719'LARGE WHITE HOUSE WILL BE REMOVED, AND 2 LARGE, 4-STORY,
 LX3719'CONDIMINIUM BUILDINGS WILL BE ERECTED JUST NORTH AND NORTHEAST
 LX3719'OF STATION.
 LX3719
 LX3719                          STATION RECOVERY (1977)
 LX3719
 LX3719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LX3719'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LX3719'CONDITION.  REFERENCE MARK 1 DISK HAD BEEN BROKEN OFF, REFERENCE
 LX3719'MARK 3 WAS ESTABLISHED IN APPROXIMATE THE SAME PLACE.  NO 20 (USE)
 LX3719'1934 WAS NOT FOUND.  THE DISTANCE AND DIRECTION TO REFERENCE
 LX3719'MARK 2 CHECK THE 1973 DATA.
 LX3719'
 LX3719'TO REACH THE STATION FROM THE INTERSECTION OF MERRITT PARKWAY,
 LX3719'EXIT 53 AND STATE HIGHWAY 110 IN THE NORTH PART OF STRATFORD, GO
 LX3719'SOUTH ON STATE HIGHWAY 110 FOR 0.15 MILE TO A SIDE ROAD LEFT,
 LX3719'TURN LEFT, GO EASTERLY ON RYDER LANE FOR 0.15 MILE TO PUMP
 LX3719'STATION AND SIDE ROAD ON RIGHT, TURN RIGHT GO SOUTHERLY FOR 0.1
 LX3719'MILE TO THE STATION NEAR EDGE OF WATER.
 LX3719'
 LX3719'STATION IS LOCATED IN THE NORTH PART OF STRATFORD, ON THE
 LX3719'NORTHWEST BANK OF THE HOUSATONIC RIVER, ABOUT 800 FEET NORTH OF
 LX3719'FOWLER ISLAND, ON RYDER POINT ON THE PROPERTY OF ORONOQUE SHORES
 LX3719'DEVELOPMENT WHICH IS NOW UNDER CONSTRUCTION.  THE DESCRIPTION
 LX3719'AND MEASUREMENTS TO THE MARKS MAY CHANGE AFTER CONSTRUCTION.
 LX3719'
 LX3719'STATION MARK IS A STANDARD DISK SET IN TIP OF 12 INCH ROUND
 LX3719'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED RYDER 2
 LX3719'1973.  IT IS 64 FEET SOUTH-SOUTHEAST OF A LARGE OAK TREE, 58
 LX3719'FEET EAST-NORTHEAST OF LONE SPRUCE TREE, 9 FEET NORTH OF EDGE OF
 LX3719'RIVER BANK AND 1.0 FEET SOUTHEAST OF WITNESS POST.
 LX3719'
 LX3719'REFERENCE MARK 2 IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 LX3719'CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES ABOVE GROUND AND
 LX3719'IS STAMPED RYDER 2 NO 2 1973.  IT IS 54.8 FEET WEST-SOUTHWEST
 LX3719'OF WITNESS POST, 11 FEET SOUTH-SOUTHEAST OF LONE SPRUCE TREE
 LX3719'AND 10 FEET SOUTHWEST OF A 10 INCH MANHOLE COVER.
 LX3719'
 LX3719'REFERENCE MARK 3 IS A STANDARD DISK SET A DRILL HOLE OUTCROPPING
 LX3719'ROCK FLUSH WITH THE GROUND AND IS STAMPED RYDER 2 1973 NO 3
 LX3719'1977.  IT IS AT THE EDGE OF THE RIVER BANK AND 25.8 FEET
 LX3719'EAST-NORTHEAST OF WITNESS POST.
 LX3719'
 LX3719'NO MEASUREMENT BETWEEN REFERENCE MARKS.
 LX3719'
 LX3719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3719'IN NORTH PART OF STRATFORD.
 LX3719
 LX3719                          STATION RECOVERY (1982)
 LX3719
 LX3719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3719'THE STATION MARK, REFERENCE MARKS 2 AND 3
 LX3719'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO
 LX3719'THE REFERENCE MARKS AGREED WITH THE 1977 DATA.  NO
 LX3719'PREVIOUS DATA EXISTS FOR A DISTANCE BETWEEN REFERENCE
 LX3719'MARKS.  THE 1977 ANGLE BETWEEN REFERENCE MARKS WAS
 LX3719'FOUND TO BE 52 MINUTES LARGER.
 LX3719'
 LX3719'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) SOUTH
 LX3719'OF DERBY, 5.6 KM (3.5 MI) NORTHEAST OF STRATFORD
 LX3719'AND 4.0 KM (2.5 MI) WEST NORTHWEST OF MILFORD ON THE
 LX3719'WEST BANK OF THE HOUSATONIC RIVER.
 LX3719'OWNERSHIP--MR JOHN A REYNOLDS, 110 JAMESTOWN ROAD,
 LX3719'STRATFORD  CT 06497.
 LX3719'
 LX3719'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX3719'15 AND 110, GO SOUTH ON 110 FOR 0.2 KM (0.15 MI)
 LX3719'TO RYDERS LANE ON THE LEFT JUST PAST THE ON RAMP
 LX3719'FOR ROUTE 15.  TURN LEFT, EAST, ON RYDERS LANE FOR
 LX3719'0.2 KM (0.15 MI) TO A ROAD RIGHT AND A PUMP STATION
 LX3719'ON THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.2 KM (0.1 MI)
 LX3719'TO THE ROAD END AND THE STATION ON THE LEFT.
 LX3719'
 LX3719'THE STATION IS A STANDARD NGS DISK
 LX3719'STAMPED---RYDER 2 1973---,
 LX3719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 LX3719'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 LX3719'20.12 METERS (66.0 FT) SOUTH FROM A 140 CM DIAMETER MAPLE TREE,
 LX3719'11.98 METERS (39.3 FT) EAST-NORTHEAST FROM A METAL STORM DRAIN,
 LX3719'APPROXIMATE CENTER AND
 LX3719'0.27 METER (0.9 FT) SOUTHEAST FROM A WITNESS POST.
 LX3719'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3719'STAMPED---RYDER 2 1973---,
 LX3719'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3719'
 LX3719'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3719'STAMPED---RYDER 2 NO 2 1973---,
 LX3719'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 LX3719'RECESSED 40 CM BELOW THE GROUND.  IT IS LOCATED
 LX3719'25.21 METERS (82.7 FT) SOUTH-SOUTHWEST FROM A 140 CM DIAMETER
 LX3719'MAPLE TREE,
 LX3719'16.67 METERS (54.7 FT) WEST FROM A WITNESS POST,
 LX3719'5.85 METERS (19.2 FT) NORTHWEST FROM A METAL STORM DRAIN,
 LX3719'APPROXIMATE CENTER AND
 LX3719'0.18 METER (0.6 FT) SOUTHWEST FROM THE EDGE OF THE CURB.
 LX3719'MARK IS BELOW STATION 0.5 METER.
 LX3719'
 LX3719'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3719'STAMPED---RYDER 2 1973 NO 3 1977---,
 LX3719'SET INTO A ROCK OUTCROP.
 LX3719'FLUSH WITH GROUND.  IT IS LOCATED
 LX3719'22.43 METERS (73.6 FT) SOUTH-SOUTHEAST FROM A 140 CM DIAMETER
 LX3719'MAPLE TREE,
 LX3719'12.74 METERS (41.8 FT) EAST FROM THE CURB OF THE EAST SIDE OF A
 LX3719'PAVED ROAD AND
 LX3719'8.02 METERS (26.3 FT) EAST FROM A WITNESS POST.
 LX3719'MARK IS LEVEL WITH STATION.
 LX3719'
 LX3719'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX3719'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR FOR A
 LX3719'LONG REFERENCE MARK.
 LX3719'
 LX3719'DESCRIBED BY D.R. VARNEY, CHECKED BY J.N. LEONHARDT.
 LX3719
 LX3719                          STATION RECOVERY (1989)
 LX3719
 LX3719'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3719'RECOVERED IN GOOD CONDITION.
 LX3719
 LX3719                          STATION RECOVERY (1991)
 LX3719
 LX3719'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX3719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2869 ***********************************************************************
 LX2869  DESIGNATION -  S
 LX2869  PID         -  LX2869
 LX2869  STATE/COUNTY-  CT/NEW HAVEN
 LX2869  USGS QUAD   -  BRANFORD (1984)
 LX2869
 LX2869                         *CURRENT SURVEY CONTROL
 LX2869  ___________________________________________________________________
 LX2869* NAD 83(1986)-  41 24 27.     (N)    072 46 39.     (W)     SCALED    
 LX2869* NAVD 88     -        65.225  (meters)     213.99   (feet)  ADJUSTED  
 LX2869  ___________________________________________________________________
 LX2869  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2869  DYNAMIC HT  -          65.203 (meters)     213.92  (feet)  COMP
 LX2869  MODELED GRAV-     980,290.8   (mgal)                       NAVD 88
 LX2869
 LX2869  VERT ORDER  -  FIRST     CLASS II
 LX2869
 LX2869.The horizontal coordinates were scaled from a topographic map and have
 LX2869.an estimated accuracy of +/- 6 seconds.
 LX2869
 LX2869.The orthometric height was determined by differential leveling
 LX2869.and adjusted by the National Geodetic Survey in June 1991..
 LX2869
 LX2869.The geoid height was determined by GEOID03.
 LX2869
 LX2869.The dynamic height is computed by dividing the NAVD 88
 LX2869.geopotential number by the normal gravity value computed on the
 LX2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2869.degrees latitude (g = 980.6199 gals.).
 LX2869
 LX2869.The modeled gravity was interpolated from observed gravity values.
 LX2869
 LX2869;                    North         East    Units  Estimated Accuracy
 LX2869;SPC CT       -   216,170.      302,500.      MT  (+/- 180 meters Scaled)
 LX2869
 LX2869                          SUPERSEDED SURVEY CONTROL
 LX2869
 LX2869.No superseded survey control is available for this station.
 LX2869
 LX2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL857863(NAD 83)
 LX2869_MARKER: DD = SURVEY DISK
 LX2869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2869_SP_SET: CONCRETE POST
 LX2869_STAMPING: S
 LX2869_MARK LOGO: CTDT  
 LX2869_PROJECTION: FLUSH
 LX2869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2869+STABILITY: SURFACE MOTION
 LX2869
 LX2869  HISTORY     - Date     Condition        Report By
 LX2869  HISTORY     - UNK      MONUMENTED       CTDT
 LX2869  HISTORY     - 1985     GOOD             NGS
 LX2869
 LX2869                          STATION DESCRIPTION
 LX2869
 LX2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2869'2.0 KM (1.25 MI) NORTH FROM NORTHFORD.
 LX2869'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2869'STATE HIGHWAY 22 IN NORTHFORD TO THE MARK ON THE LEFT, 4.57 METERS
 LX2869'(15.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.57 METERS
 LX2869'(15.0 FT) SOUTH OF THE CENTER OF OLD POST ROAD, 12.53 METERS (41.1 FT)
 LX2869'NORTHEAST OF UTILITY POLE 1306.
 LX2869'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0966 ***********************************************************************
 LX0966  DESIGNATION -  S 11
 LX0966  PID         -  LX0966
 LX0966  STATE/COUNTY-  CT/NEW HAVEN
 LX0966  USGS QUAD   -  SOUTHBURY (1984)
 LX0966
 LX0966                         *CURRENT SURVEY CONTROL
 LX0966  ___________________________________________________________________
 LX0966* NAD 83(1986)-  41 28 01.     (N)    073 09 48.     (W)     SCALED    
 LX0966* NAVD 88     -       155.806  (meters)     511.17   (feet)  ADJUSTED  
 LX0966  ___________________________________________________________________
 LX0966  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX0966  DYNAMIC HT  -         155.754 (meters)     511.00  (feet)  COMP
 LX0966  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LX0966
 LX0966  VERT ORDER  -  SECOND    CLASS 0
 LX0966
 LX0966.The horizontal coordinates were scaled from a topographic map and have
 LX0966.an estimated accuracy of +/- 6 seconds.
 LX0966
 LX0966.The orthometric height was determined by differential leveling
 LX0966.and adjusted by the National Geodetic Survey in June 1991..
 LX0966
 LX0966.The geoid height was determined by GEOID03.
 LX0966
 LX0966.The dynamic height is computed by dividing the NAVD 88
 LX0966.geopotential number by the normal gravity value computed on the
 LX0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0966.degrees latitude (g = 980.6199 gals.).
 LX0966
 LX0966.The modeled gravity was interpolated from observed gravity values.
 LX0966
 LX0966;                    North         East    Units  Estimated Accuracy
 LX0966;SPC CT       -   222,850.      270,270.      MT  (+/- 180 meters Scaled)
 LX0966
 LX0966                          SUPERSEDED SURVEY CONTROL
 LX0966
 LX0966  NGVD 29 (??/??/92)  156.088  (m)          512.10   (f) ADJ UNCH    2 0
 LX0966
 LX0966.Superseded values are not recommended for survey control.
 LX0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0966.See file dsdata.txt to determine how the superseded data were derived.
 LX0966
 LX0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL533922(NAD 83)
 LX0966_MARKER: DB = BENCH MARK DISK
 LX0966_SETTING: 66 = SET IN ROCK OUTCROP
 LX0966_SP_SET: ROCK LEDGE
 LX0966_STAMPING: S 11 1935
 LX0966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0966+STABILITY: POSITION/ELEVATION WELL
 LX0966
 LX0966  HISTORY     - Date     Condition        Report By
 LX0966  HISTORY     - 1935     MONUMENTED       CGS
 LX0966  HISTORY     - 1951     MARK NOT FOUND   NGS
 LX0966
 LX0966                          STATION DESCRIPTION
 LX0966
 LX0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0966'AT SOUTHFORD.
 LX0966'AT SOUTHFORD, NEW HAVEN COUNTY, ABOUT 225 FEET SOUTH OF THE
 LX0966'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, ABOUT 60
 LX0966'FEET WEST OF THE WEST RAIL, 20 FEET SOUTHWEST OF A WATER TANK,
 LX0966'IN THE TOP OF A 4- BY 8-FOOT ROCK LEDGE, AND ABOUT 1 FOOT
 LX0966'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED S 11 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0777 ***********************************************************************
 LX0777  DESIGNATION -  S 1=163
 LX0777  PID         -  LX0777
 LX0777  STATE/COUNTY-  CT/FAIRFIELD
 LX0777  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0777
 LX0777                         *CURRENT SURVEY CONTROL
 LX0777  ___________________________________________________________________
 LX0777* NAD 83(1986)-  41 04 38.     (N)    073 26 44.     (W)     SCALED    
 LX0777* NAVD 88     -        15.291  (meters)      50.17   (feet)  POSTED    
 LX0777  ___________________________________________________________________
 LX0777  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX0777  DYNAMIC HT  -          15.290 (meters)      50.16  (feet)  COMP
 LX0777  MODELED GRAV-     980,298.2   (mgal)                       NAVD 88
 LX0777
 LX0777  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0777
 LX0777.The horizontal coordinates were scaled from a topographic map and have
 LX0777.an estimated accuracy of +/- 6 seconds.
 LX0777
 LX0777.The orthometric height was determined by differential leveling
 LX0777.and adjusted by the National Geodetic Survey in 1992..
 LX0777.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0777.rate of 0.0 thru 1.0 mm/km.
 LX0777
 LX0777.The geoid height was determined by GEOID03.
 LX0777
 LX0777.The dynamic height is computed by dividing the NAVD 88
 LX0777.geopotential number by the normal gravity value computed on the
 LX0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0777.degrees latitude (g = 980.6199 gals.).
 LX0777
 LX0777.The modeled gravity was interpolated from observed gravity values.
 LX0777
 LX0777;                    North         East    Units  Estimated Accuracy
 LX0777;SPC CT       -   179,720.      246,350.      MT  (+/- 180 meters Scaled)
 LX0777
 LX0777                          SUPERSEDED SURVEY CONTROL
 LX0777
 LX0777.No superseded survey control is available for this station.
 LX0777
 LX0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL305484(NAD 83)
 LX0777_MARKER: Z = SEE DESCRIPTION
 LX0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0777_SP_SET: STONE
 LX0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0777+STABILITY: SURFACE MOTION
 LX0777
 LX0777  HISTORY     - Date     Condition        Report By
 LX0777  HISTORY     - UNK      MONUMENTED       DOD
 LX0777  HISTORY     - 1965     GOOD             NGS
 LX0777  HISTORY     - 1988     GOOD             USPSQD
 LX0777
 LX0777                          STATION DESCRIPTION
 LX0777
 LX0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0777'AT ROWAYTON.
 LX0777'AT ROWAYTON, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0777'HARTFORD RAILROAD, 8 RAILS WEST OF THE STATION, 123 FEET EAST
 LX0777'OF POWER-LINE TOWER 486, AT BRIDGE 27.17 OVER ROWAYTON AVENUE,
 LX0777'ON THE SOUTHEAST CORNER OF THE WEST ABUTMENT, 4 FEET SOUTH OF THE
 LX0777'HAND RAILING AND ABOUT ONE FOOT LOWER THAN THE TRACK.  A KNOB
 LX0777'CUT IN STONE.
 LX0777
 LX0777                          STATION RECOVERY (1988)
 LX0777
 LX0777'RECOVERY NOTE BY US POWER SQUADRON 1988 (RHP)
 LX0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0735 ***********************************************************************
 LX0735  DESIGNATION -  S 13
 LX0735  PID         -  LX0735
 LX0735  STATE/COUNTY-  CT/NEW HAVEN
 LX0735  USGS QUAD   -  WATERBURY (1984)
 LX0735
 LX0735                         *CURRENT SURVEY CONTROL
 LX0735  ___________________________________________________________________
 LX0735* NAD 83(1986)-  41 31 08.     (N)    073 03 13.     (W)     SCALED    
 LX0735* NAVD 88     -        72.859  (meters)     239.04   (feet)  ADJUSTED  
 LX0735  ___________________________________________________________________
 LX0735  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX0735  DYNAMIC HT  -          72.836 (meters)     238.96  (feet)  COMP
 LX0735  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 LX0735
 LX0735  VERT ORDER  -  FIRST     CLASS II
 LX0735
 LX0735.The horizontal coordinates were scaled from a topographic map and have
 LX0735.an estimated accuracy of +/- 6 seconds.
 LX0735
 LX0735.The orthometric height was determined by differential leveling
 LX0735.and adjusted by the National Geodetic Survey in June 1991..
 LX0735
 LX0735.The geoid height was determined by GEOID03.
 LX0735
 LX0735.The dynamic height is computed by dividing the NAVD 88
 LX0735.geopotential number by the normal gravity value computed on the
 LX0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0735.degrees latitude (g = 980.6199 gals.).
 LX0735
 LX0735.The modeled gravity was interpolated from observed gravity values.
 LX0735
 LX0735;                    North         East    Units  Estimated Accuracy
 LX0735;SPC CT       -   228,580.      279,460.      MT  (+/- 180 meters Scaled)
 LX0735
 LX0735                          SUPERSEDED SURVEY CONTROL
 LX0735
 LX0735  NGVD 29 (??/??/92)   73.142  (m)          239.97   (f) ADJ UNCH    1 2
 LX0735
 LX0735.Superseded values are not recommended for survey control.
 LX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0735.See file dsdata.txt to determine how the superseded data were derived.
 LX0735
 LX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL624981(NAD 83)
 LX0735_MARKER: DB = BENCH MARK DISK
 LX0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0735_SP_SET: ABUTMENT
 LX0735_STAMPING: S 13 1935
 LX0735_MARK LOGO: CGS   
 LX0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0735
 LX0735  HISTORY     - Date     Condition        Report By
 LX0735  HISTORY     - 1935     MONUMENTED       CGS
 LX0735  HISTORY     - 1985     GOOD             NGS
 LX0735
 LX0735                          STATION DESCRIPTION
 LX0735
 LX0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0735'AT WATERBURY.
 LX0735'AT WATERBURY, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0735'HARTFORD RAILROAD, AT THE PLATT MILLS, AT BRIDGE 24.30, IN THE
 LX0735'TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 50 FEET EAST OF THE
 LX0735'SOUTHEAST CORNER OF THE BRISTOL FACTORY OFFICE BUILDING, 12 FEET
 LX0735'WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LX0735
 LX0735                          STATION RECOVERY (1985)
 LX0735
 LX0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0702 ***********************************************************************
 LX0702  DESIGNATION -  S 137
 LX0702  PID         -  LX0702
 LX0702  STATE/COUNTY-  CT/LITCHFIELD
 LX0702  USGS QUAD   -  CORNWALL (1984)
 LX0702
 LX0702                         *CURRENT SURVEY CONTROL
 LX0702  ___________________________________________________________________
 LX0702* NAD 83(1986)-  41 52 18.     (N)    073 21 42.     (W)     SCALED    
 LX0702* NAVD 88     -       160.81   (+/-2cm)     527.6    (feet)  VERTCON   
 LX0702  ___________________________________________________________________
 LX0702  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0702
 LX0702  VERT ORDER  -  ? (See Below)
 LX0702
 LX0702.The horizontal coordinates were scaled from a topographic map and have
 LX0702.an estimated accuracy of +/- 6 seconds.
 LX0702
 LX0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0702.The vertical order pertains to the NGVD 29 superseded value.
 LX0702
 LX0702.The geoid height was determined by GEOID03.
 LX0702
 LX0702;                    North         East    Units  Estimated Accuracy
 LX0702;SPC CT       -   267,900.      254,020.      MT  (+/- 180 meters Scaled)
 LX0702
 LX0702                          SUPERSEDED SURVEY CONTROL
 LX0702
 LX0702  NGVD 29 (??/??/92)  161.038  (m)          528.34   (f) ADJ UNCH    ?  
 LX0702
 LX0702.Superseded values are not recommended for survey control.
 LX0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0702.See file dsdata.txt to determine how the superseded data were derived.
 LX0702
 LX0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM359368(NAD 83)
 LX0702_MARKER: R = RIVET
 LX0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0702_SP_SET: BRIDGE
 LX0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0702
 LX0702  HISTORY     - Date     Condition        Report By
 LX0702  HISTORY     - UNK      MONUMENTED       RBNF
 LX0702  HISTORY     - 1935     GOOD             NGS
 LX0702  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0702
 LX0702                          STATION DESCRIPTION
 LX0702
 LX0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0702'AT WEST CORNWALL.
 LX0702'AT WEST CORNWALL, LITCHFIELD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0702'AND HARTFORD RAILROAD, AT BRIDGE NO. 69.96, AND IN THE
 LX0702'SOUTHWEST CORNER OF THE BRIDGE.  A COPPER RIVET.
 LX0702
 LX0702                          STATION RECOVERY (1984)
 LX0702
 LX0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0702'NOT RECOVERED, A THOROUGH SEARCH WAS MADE FOR THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0060 ***********************************************************************
 LX0060  DESIGNATION -  S 14
 LX0060  PID         -  LX0060
 LX0060  STATE/COUNTY-  CT/NEW LONDON
 LX0060  USGS QUAD   -  MOODUS (1984)
 LX0060
 LX0060                         *CURRENT SURVEY CONTROL
 LX0060  ___________________________________________________________________
 LX0060* NAD 83(1986)-  41 33 56.     (N)    072 26 34.     (W)     SCALED    
 LX0060* NAVD 88     -        86.827  (meters)     284.86   (feet)  ADJUSTED  
 LX0060  ___________________________________________________________________
 LX0060  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0060  DYNAMIC HT  -          86.797 (meters)     284.77  (feet)  COMP
 LX0060  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX0060
 LX0060  VERT ORDER  -  SECOND    CLASS 0
 LX0060
 LX0060.The horizontal coordinates were scaled from a topographic map and have
 LX0060.an estimated accuracy of +/- 6 seconds.
 LX0060
 LX0060.The orthometric height was determined by differential leveling
 LX0060.and adjusted by the National Geodetic Survey in June 1991..
 LX0060
 LX0060.The geoid height was determined by GEOID03.
 LX0060
 LX0060.The dynamic height is computed by dividing the NAVD 88
 LX0060.geopotential number by the normal gravity value computed on the
 LX0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0060.degrees latitude (g = 980.6199 gals.).
 LX0060
 LX0060.The modeled gravity was interpolated from observed gravity values.
 LX0060
 LX0060;                    North         East    Units  Estimated Accuracy
 LX0060;SPC CT       -   233,770.      330,430.      MT  (+/- 180 meters Scaled)
 LX0060
 LX0060                          SUPERSEDED SURVEY CONTROL
 LX0060
 LX0060  NGVD 29 (??/??/92)   87.112  (m)          285.80   (f) ADJ UNCH    2 0
 LX0060
 LX0060.Superseded values are not recommended for survey control.
 LX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0060.See file dsdata.txt to determine how the superseded data were derived.
 LX0060
 LX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM132047(NAD 83)
 LX0060_MARKER: DB = BENCH MARK DISK
 LX0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0060_STAMPING: S 14 1935
 LX0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0060+STABILITY: SURFACE MOTION
 LX0060
 LX0060  HISTORY     - Date     Condition        Report By
 LX0060  HISTORY     - 1935     MONUMENTED       CGS
 LX0060  HISTORY     - 1952     GOOD             USGS
 LX0060
 LX0060                          STATION DESCRIPTION
 LX0060
 LX0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0060'AT LYMAN VIADUCT.
 LX0060'AT LYMAN VIADUCT, NEW LONDON COUNTY, ALONG THE NEW YORK, NEW
 LX0060'HAVEN AND HARTFORD RAILROAD, AT DIRT-ROAD CROSSING 36.79, 30 FEET
 LX0060'NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE
 LX0060'CENTER LINE OF THE MAIN TRACK, AND ABOUT 1 FOOT HIGHER THAN THE
 LX0060'TRACK.  A STANDARD DISK, STAMPED S 14 1935 AND SET IN THE TOP
 LX0060'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 LX0060
 LX0060                          STATION RECOVERY (1952)
 LX0060
 LX0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LX0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0671 ***********************************************************************
 LX0671  DESIGNATION -  S 15
 LX0671  PID         -  LX0671
 LX0671  STATE/COUNTY-  CT/LITCHFIELD
 LX0671  USGS QUAD   -  NEW MILFORD (1984)
 LX0671
 LX0671                         *CURRENT SURVEY CONTROL
 LX0671  ___________________________________________________________________
 LX0671* NAD 83(1986)-  41 31 48.     (N)    073 24 55.     (W)     SCALED    
 LX0671* NAVD 88     -        69.668  (meters)     228.57   (feet)  ADJUSTED  
 LX0671  ___________________________________________________________________
 LX0671  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0671  DYNAMIC HT  -          69.645 (meters)     228.49  (feet)  COMP
 LX0671  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 LX0671
 LX0671  VERT ORDER  -  SECOND    CLASS 0
 LX0671
 LX0671.The horizontal coordinates were scaled from a topographic map and have
 LX0671.an estimated accuracy of +/- 6 seconds.
 LX0671
 LX0671.The orthometric height was determined by differential leveling
 LX0671.and adjusted by the National Geodetic Survey in June 1991..
 LX0671
 LX0671.The geoid height was determined by GEOID03.
 LX0671
 LX0671.The dynamic height is computed by dividing the NAVD 88
 LX0671.geopotential number by the normal gravity value computed on the
 LX0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0671.degrees latitude (g = 980.6199 gals.).
 LX0671
 LX0671.The modeled gravity was interpolated from observed gravity values.
 LX0671
 LX0671;                    North         East    Units  Estimated Accuracy
 LX0671;SPC CT       -   229,990.      249,280.      MT  (+/- 180 meters Scaled)
 LX0671
 LX0671                          SUPERSEDED SURVEY CONTROL
 LX0671
 LX0671  NGVD 29 (??/??/92)   69.953  (m)          229.50   (f) ADJ UNCH    2 0
 LX0671
 LX0671.Superseded values are not recommended for survey control.
 LX0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0671.See file dsdata.txt to determine how the superseded data were derived.
 LX0671
 LX0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL322988(NAD 83)
 LX0671_MARKER: DB = BENCH MARK DISK
 LX0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0671_STAMPING: S 15 1935
 LX0671_MARK LOGO: NGS   
 LX0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0671+STABILITY: SURFACE MOTION
 LX0671
 LX0671  HISTORY     - Date     Condition        Report By
 LX0671  HISTORY     - 1935     MONUMENTED       CGS
 LX0671  HISTORY     - 1960     GOOD             NGS
 LX0671  HISTORY     - 1984     GOOD             NGS
 LX0671
 LX0671                          STATION DESCRIPTION
 LX0671
 LX0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LX0671'3.5 MI N FROM BROOKFIELD.
 LX0671'TO REACH FROM THE INTERSECTION OF ROUTE 7 AND STATION ROAD, IN
 LX0671'BROOKFIELD, FAIRFIELD COUNTY, GO NORTH ON ROUTE 7 (MAIN CONCRETE
 LX0671'HIGHWAY) 2.85 MILES THEN TURN EAST AND CROSS A BRIDGE OVER A
 LX0671'BROOK, TURN SOUTH AT ROAD FORK, CONTINUE SOUTH TO BRIDGE UNDER
 LX0671'RAILROAD, 45 FEET WEST OF THE WEST RAIL, 35 FEET NORTH OF BRIDGE,
 LX0671'16 FEET SOUTH AND 3 FEET WEST OF THE SOUTHEAST CORNER OF A
 LX0671'CULTIVATED FIELD, AND LEVEL WITH THE RAIL.  A STANDARD DISK,
 LX0671'STAMPED S 15 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LX0671'6-INCHES ABOVE GROUND.
 LX0671
 LX0671                          STATION RECOVERY (1984)
 LX0671
 LX0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0671'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0207 ***********************************************************************
 LX0207  DESIGNATION -  S 16
 LX0207  PID         -  LX0207
 LX0207  STATE/COUNTY-  CT/MIDDLESEX
 LX0207  USGS QUAD   -  ESSEX (1977)
 LX0207
 LX0207                         *CURRENT SURVEY CONTROL
 LX0207  ___________________________________________________________________
 LX0207* NAD 83(1986)-  41 20 01.     (N)    072 24 29.     (W)     SCALED    
 LX0207* NAVD 88     -        14.457  (meters)      47.43   (feet)  ADJUSTED  
 LX0207  ___________________________________________________________________
 LX0207  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX0207  DYNAMIC HT  -          14.453 (meters)      47.42  (feet)  COMP
 LX0207  MODELED GRAV-     980,288.1   (mgal)                       NAVD 88
 LX0207
 LX0207  VERT ORDER  -  SECOND    CLASS 0
 LX0207
 LX0207.The horizontal coordinates were scaled from a topographic map and have
 LX0207.an estimated accuracy of +/- 6 seconds.
 LX0207
 LX0207.The orthometric height was determined by differential leveling
 LX0207.and adjusted by the National Geodetic Survey in June 1991..
 LX0207
 LX0207.The geoid height was determined by GEOID03.
 LX0207
 LX0207.The dynamic height is computed by dividing the NAVD 88
 LX0207.geopotential number by the normal gravity value computed on the
 LX0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0207.degrees latitude (g = 980.6199 gals.).
 LX0207
 LX0207.The modeled gravity was interpolated from observed gravity values.
 LX0207
 LX0207;                    North         East    Units  Estimated Accuracy
 LX0207;SPC CT       -   208,020.      333,420.      MT  (+/- 180 meters Scaled)
 LX0207
 LX0207                          SUPERSEDED SURVEY CONTROL
 LX0207
 LX0207  NGVD 29 (??/??/92)   14.773  (m)           48.47   (f) ADJ UNCH    2 0
 LX0207
 LX0207.Superseded values are not recommended for survey control.
 LX0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0207.See file dsdata.txt to determine how the superseded data were derived.
 LX0207
 LX0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL168790(NAD 83)
 LX0207_MARKER: DB = BENCH MARK DISK
 LX0207_SETTING: 66 = SET IN ROCK OUTCROP
 LX0207_SP_SET: ROCK LEDGE
 LX0207_STAMPING: S 16 1935
 LX0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0207+STABILITY: POSITION/ELEVATION WELL
 LX0207
 LX0207  HISTORY     - Date     Condition        Report By
 LX0207  HISTORY     - 1935     MONUMENTED       CGS
 LX0207  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX0207  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX0207  HISTORY     - 19981123 GOOD             USPSQD
 LX0207
 LX0207                          STATION DESCRIPTION
 LX0207
 LX0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0207'3.1 MI N FROM SAYBROOK.
 LX0207'3.1 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0207'RAILROAD FROM THE STATION AT SAYBROOK, MIDDLESEX COUNTY, 800
 LX0207'FEET SOUTH OF GRADE CROSSING 6.01, 50 FEET EAST OF W.U.T. POLE
 LX0207'2+40, 22 FEET NORTHWEST OF POLE 103, 28 FEET EAST OF THE
 LX0207'CENTERLINE OF THE TRACK, IN THE TOP OF A LEDGE, AND ABOUT 5 FEET
 LX0207'HIGHER THAN THE TRACK.
 LX0207
 LX0207                          STATION RECOVERY (1990)
 LX0207
 LX0207'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0207'MARK NOT FOUND.
 LX0207
 LX0207                          STATION RECOVERY (1997)
 LX0207
 LX0207'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0207'MARK NOT FOUND.
 LX0207
 LX0207                          STATION RECOVERY (1998)
 LX0207
 LX0207'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0729 ***********************************************************************
 LX0729  DESIGNATION -  S 19
 LX0729  PID         -  LX0729
 LX0729  STATE/COUNTY-  CT/LITCHFIELD
 LX0729  USGS QUAD   -  WEST TORRINGTON (1984)
 LX0729
 LX0729                         *CURRENT SURVEY CONTROL
 LX0729  ___________________________________________________________________
 LX0729* NAD 83(1986)-  41 48 00.     (N)    073 07 32.     (W)     SCALED    
 LX0729* NAVD 88     -       177.764  (meters)     583.21   (feet)  ADJUSTED  
 LX0729  ___________________________________________________________________
 LX0729  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX0729  DYNAMIC HT  -         177.705 (meters)     583.02  (feet)  COMP
 LX0729  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX0729
 LX0729  VERT ORDER  -  SECOND    CLASS 0
 LX0729
 LX0729.The horizontal coordinates were scaled from a topographic map and have
 LX0729.an estimated accuracy of +/- 6 seconds.
 LX0729
 LX0729.The orthometric height was determined by differential leveling
 LX0729.and adjusted by the National Geodetic Survey in June 1991..
 LX0729
 LX0729.The geoid height was determined by GEOID03.
 LX0729
 LX0729.The dynamic height is computed by dividing the NAVD 88
 LX0729.geopotential number by the normal gravity value computed on the
 LX0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0729.degrees latitude (g = 980.6199 gals.).
 LX0729
 LX0729.The modeled gravity was interpolated from observed gravity values.
 LX0729
 LX0729;                    North         East    Units  Estimated Accuracy
 LX0729;SPC CT       -   259,830.      273,590.      MT  (+/- 180 meters Scaled)
 LX0729
 LX0729                          SUPERSEDED SURVEY CONTROL
 LX0729
 LX0729  NGVD 29 (??/??/92)  178.009  (m)          584.02   (f) ADJ UNCH    2 0
 LX0729
 LX0729.Superseded values are not recommended for survey control.
 LX0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0729.See file dsdata.txt to determine how the superseded data were derived.
 LX0729
 LX0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM557292(NAD 83)
 LX0729_MARKER: DB = BENCH MARK DISK
 LX0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0729_SP_SET: ABUTMENT
 LX0729_STAMPING: S 19 1935
 LX0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0729
 LX0729  HISTORY     - Date     Condition        Report By
 LX0729  HISTORY     - 1935     MONUMENTED       CGS
 LX0729  HISTORY     - 1948     MARK NOT FOUND   LOCSUR
 LX0729
 LX0729                          STATION DESCRIPTION
 LX0729
 LX0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0729'AT TORRINGTON.
 LX0729'AT TORRINGTON, LITCHFIELD COUNTY, ABOUT 1,100 FEET SOUTH OF THE
 LX0729'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT THE
 LX0729'AMERICAN BRASS CO. BUILDING, AT BRIDGE 46.52, IN THE TOP OF THE
 LX0729'EAST SIDE OF THE SOUTH ABUTMENT, 4 FEET EAST OF THE EAST TRACK,
 LX0729'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0729'S 19 1935.  NOTE-- THIS BM IS PROBABLY STILL HERE, BUT COVERED
 LX0729'BY THE SUPERSTRUCTURE FOR A FOOT BRIDGE.
 LX0729
 LX0729                          STATION RECOVERY (1948)
 LX0729
 LX0729'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948
 LX0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0854 ***********************************************************************
 LX0854  DESIGNATION -  S 2
 LX0854  PID         -  LX0854
 LX0854  STATE/COUNTY-  CT/FAIRFIELD
 LX0854  USGS QUAD   -  BRIDGEPORT (1984)
 LX0854
 LX0854                         *CURRENT SURVEY CONTROL
 LX0854  ___________________________________________________________________
 LX0854* NAD 83(1986)-  41 10 35.     (N)    073 11 23.     (W)     SCALED    
 LX0854* NAVD 88     -         5.259  (meters)      17.25   (feet)  ADJUSTED  
 LX0854  ___________________________________________________________________
 LX0854  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX0854  DYNAMIC HT  -           5.257 (meters)      17.25  (feet)  COMP
 LX0854  MODELED GRAV-     980,299.6   (mgal)                       NAVD 88
 LX0854
 LX0854  VERT ORDER  -  FIRST     CLASS I
 LX0854
 LX0854.The horizontal coordinates were scaled from a topographic map and have
 LX0854.an estimated accuracy of +/- 6 seconds.
 LX0854
 LX0854.The orthometric height was determined by differential leveling
 LX0854.and adjusted by the National Geodetic Survey in June 1991..
 LX0854
 LX0854.The geoid height was determined by GEOID03.
 LX0854
 LX0854.The dynamic height is computed by dividing the NAVD 88
 LX0854.geopotential number by the normal gravity value computed on the
 LX0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0854.degrees latitude (g = 980.6199 gals.).
 LX0854
 LX0854.The modeled gravity was interpolated from observed gravity values.
 LX0854
 LX0854;                    North         East    Units  Estimated Accuracy
 LX0854;SPC CT       -   190,590.      267,900.      MT  (+/- 180 meters Scaled)
 LX0854
 LX0854                          SUPERSEDED SURVEY CONTROL
 LX0854
 LX0854  NGVD 29 (??/??/92)    5.59   (m)           18.3    (f) COMPUTED    1 1
 LX0854
 LX0854.Superseded values are not recommended for survey control.
 LX0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0854.See file dsdata.txt to determine how the superseded data were derived.
 LX0854
 LX0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL518599(NAD 83)
 LX0854_MARKER: DB = BENCH MARK DISK
 LX0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0854_SP_SET: STEP
 LX0854_STAMPING: ELEV 18.337 FT S 2 1922
 LX0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0854
 LX0854  HISTORY     - Date     Condition        Report By
 LX0854  HISTORY     - 1922     MONUMENTED       CGS
 LX0854  HISTORY     - 1965     GOOD             NGS
 LX0854  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0854
 LX0854                          STATION DESCRIPTION
 LX0854
 LX0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0854'AT BRIDGEPORT.
 LX0854'AT BRIDGEPORT, ALONG STATE STREET, ABOUT MIDWAY BETWEEN MAIN
 LX0854'AND BROAD STREETS, SET ON THE TOP OF THE EAST END OF THE TOP
 LX0854'STEP AT THE STATE STREET ENTRANCE TO THE CITY HALL, 23 FEET
 LX0854'NORTH OF THE NORTH CURB LINE OF STATE STREET, 1/2 FOOT WEST OF
 LX0854'THE EAST END OF THE STEP AND 2 1/2 FEET ABOVE THE LEVEL OF STATE
 LX0854'STREET.
 LX0854
 LX0854                          STATION RECOVERY (1985)
 LX0854
 LX0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0854'NOT RECOVERED, NO EVIDENCE OF MARK WAS FOUND AT THE STATE STREET
 LX0854'ENTRANCE TO THE FORMER CITY HALL, BUILDING IS NOW THE MCLEVY HALL.
 LX0854'MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1163 ***********************************************************************
 LX1163  DESIGNATION -  S 31
 LX1163  PID         -  LX1163
 LX1163  STATE/COUNTY-  CT/FAIRFIELD
 LX1163  USGS QUAD   -  STAMFORD (1984)
 LX1163
 LX1163                         *CURRENT SURVEY CONTROL
 LX1163  ___________________________________________________________________
 LX1163* NAD 83(1986)-  41 02 32.     (N)    073 35 23.     (W)     SCALED    
 LX1163* NAVD 88     -         4.274  (meters)      14.02   (feet)  ADJUSTED  
 LX1163  ___________________________________________________________________
 LX1163  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX1163  DYNAMIC HT  -           4.273 (meters)      14.02  (feet)  COMP
 LX1163  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LX1163
 LX1163  VERT ORDER  -  FIRST     CLASS I
 LX1163
 LX1163.The horizontal coordinates were scaled from a topographic map and have
 LX1163.an estimated accuracy of +/- 6 seconds.
 LX1163
 LX1163.The orthometric height was determined by differential leveling
 LX1163.and adjusted by the National Geodetic Survey in June 1991..
 LX1163
 LX1163.The geoid height was determined by GEOID03.
 LX1163
 LX1163.The dynamic height is computed by dividing the NAVD 88
 LX1163.geopotential number by the normal gravity value computed on the
 LX1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1163.degrees latitude (g = 980.6199 gals.).
 LX1163
 LX1163.The modeled gravity was interpolated from observed gravity values.
 LX1163
 LX1163;                    North         East    Units  Estimated Accuracy
 LX1163;SPC CT       -   175,940.      234,200.      MT  (+/- 180 meters Scaled)
 LX1163
 LX1163                          SUPERSEDED SURVEY CONTROL
 LX1163
 LX1163  NGVD 29 (??/??/92)    4.610  (m)           15.12   (f) ADJ UNCH    1 1
 LX1163
 LX1163.Superseded values are not recommended for survey control.
 LX1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1163.See file dsdata.txt to determine how the superseded data were derived.
 LX1163
 LX1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL185444(NAD 83)
 LX1163_MARKER: DB = BENCH MARK DISK
 LX1163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1163_SP_SET: RETAINING WALL
 LX1163_STAMPING: S 31 1965
 LX1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1163
 LX1163  HISTORY     - Date     Condition        Report By
 LX1163  HISTORY     - 1965     MONUMENTED       CGS
 LX1163  HISTORY     - 1983     GOOD             NGS
 LX1163  HISTORY     - 1984     GOOD             USPSQD
 LX1163
 LX1163                          STATION DESCRIPTION
 LX1163
 LX1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1163'AT COS COB.
 LX1163'AT COS COB, ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 1 FROM
 LX1163'THE COS COB FIRE COMPANY BUILDING NO. 1, SET ON THE TOP OF A
 LX1163'CONCRETE RETAINING WALL ALONG THE WEST SIDE OF THE MIANUS
 LX1163'RIVER, 12 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE
 LX1163'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE RIVER, 18.5 FEET
 LX1163'NORTH OF THE NORTH CURB OF THE HIGHWAY, 62 1/2 FEET SOUTH OF AN
 LX1163'ANGLE IN THE WALL AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX1163'NOTE-- MARK MAY BE REACHED BY GOING 0.05 MILE SOUTH ALONG
 LX1163'RIVERSIDE AVENUE FROM THE POST OFFICE AT RIVERSIDE, THENCE 0.2
 LX1163'MILE WEST ALONG U.S. HIGHWAY 1.
 LX1163
 LX1163                          STATION RECOVERY (1983)
 LX1163
 LX1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1163'RECOVERED IN GOOD CONDITION.
 LX1163
 LX1163                          STATION RECOVERY (1984)
 LX1163
 LX1163'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1163'THE MARK IS NO LONGER ABOVE THE HIGHWAY. IT IS NOW ABOUT 5 FEET BELOW
 LX1163'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0781 ***********************************************************************
 LX0781  DESIGNATION -  S 32
 LX0781  PID         -  LX0781
 LX0781  STATE/COUNTY-  CT/FAIRFIELD
 LX0781  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0781
 LX0781                         *CURRENT SURVEY CONTROL
 LX0781  ___________________________________________________________________
 LX0781* NAD 83(1986)-  41 05 56.     (N)    073 26 34.     (W)     SCALED    
 LX0781* NAVD 88     -        29.282  (meters)      96.07   (feet)  ADJUSTED  
 LX0781  ___________________________________________________________________
 LX0781  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX0781  DYNAMIC HT  -          29.273 (meters)      96.04  (feet)  COMP
 LX0781  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 LX0781
 LX0781  VERT ORDER  -  FIRST     CLASS I
 LX0781
 LX0781.The horizontal coordinates were scaled from a topographic map and have
 LX0781.an estimated accuracy of +/- 6 seconds.
 LX0781
 LX0781.The orthometric height was determined by differential leveling
 LX0781.and adjusted by the National Geodetic Survey in June 1991..
 LX0781
 LX0781.The geoid height was determined by GEOID03.
 LX0781
 LX0781.The dynamic height is computed by dividing the NAVD 88
 LX0781.geopotential number by the normal gravity value computed on the
 LX0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0781.degrees latitude (g = 980.6199 gals.).
 LX0781
 LX0781.The modeled gravity was interpolated from observed gravity values.
 LX0781
 LX0781;                    North         East    Units  Estimated Accuracy
 LX0781;SPC CT       -   182,130.      246,600.      MT  (+/- 180 meters Scaled)
 LX0781
 LX0781                          SUPERSEDED SURVEY CONTROL
 LX0781
 LX0781  NGVD 29 (??/??/92)   29.617  (m)           97.17   (f) ADJ UNCH    1 1
 LX0781
 LX0781.Superseded values are not recommended for survey control.
 LX0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0781.See file dsdata.txt to determine how the superseded data were derived.
 LX0781
 LX0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL307509(NAD 83)
 LX0781_MARKER: DB = BENCH MARK DISK
 LX0781_SETTING: 66 = SET IN ROCK OUTCROP
 LX0781_SP_SET: BEDROCK
 LX0781_STAMPING: S 32 1965
 LX0781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0781+STABILITY: POSITION/ELEVATION WELL
 LX0781
 LX0781  HISTORY     - Date     Condition        Report By
 LX0781  HISTORY     - 1965     MONUMENTED       CGS
 LX0781  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0781  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0781
 LX0781                          STATION DESCRIPTION
 LX0781
 LX0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0781'1.5 MI SW FROM NORWALK.
 LX0781'1.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX0781'OF WEST AVENUE AT NORWALK, ABOUT 2.1 NORTHEAST ALONG U.S. HIGHWAY
 LX0781'1 FROM THE OVERPASS OF THE NY, NH AND H RAILROAD AT DARIEN, NEAR
 LX0781'THE CROSSING OF A POWER TRANSMISSION LINE, SET ON THE TOP OF A
 LX0781'7-BY-4-FOOT EXPOSED PART OF BEDROCK, ALONG THE NORTHEAST SIDE
 LX0781'OF A HILL, 104 FEET WEST OF THE SOUTHWEST END OF THE NORTHWEST
 LX0781'CONCRETE HEAD WALL OF A DOUBLE PIPE CULVERT UNDER THE HIGHWAY,
 LX0781'64 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 64 FEET
 LX0781'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET SOUTHWEST
 LX0781'OF THE CENTER OF THE OVERHEAD POWER LINE, AND ABOUT 6 FEET
 LX0781'ABOVE THE LEVEL OF THE HIGHWAY.
 LX0781
 LX0781                          STATION RECOVERY (1983)
 LX0781
 LX0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0781'MARK NOT FOUND.
 LX0781
 LX0781                          STATION RECOVERY (1989)
 LX0781
 LX0781'RECOVERY NOTE BY US POWER SQUADRON 1989 (NC)
 LX0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0841 ***********************************************************************
 LX0841  DESIGNATION -  S 33
 LX0841  PID         -  LX0841
 LX0841  STATE/COUNTY-  CT/FAIRFIELD
 LX0841  USGS QUAD   -  BRIDGEPORT (1984)
 LX0841
 LX0841                         *CURRENT SURVEY CONTROL
 LX0841  ___________________________________________________________________
 LX0841* NAD 83(1986)-  41 11 13.     (N)    073 12 07.     (W)     SCALED    
 LX0841* NAVD 88     -        18.260  (meters)      59.91   (feet)  ADJUSTED  
 LX0841  ___________________________________________________________________
 LX0841  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0841  DYNAMIC HT  -          18.254 (meters)      59.89  (feet)  COMP
 LX0841  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 LX0841  OBS GRAVITY -     980,304.8   (mgal)                       GRAV_OBS
 LX0841
 LX0841  VERT ORDER  -  FIRST     CLASS I
 LX0841
 LX0841.The horizontal coordinates were scaled from a topographic map and have
 LX0841.an estimated accuracy of +/- 6 seconds.
 LX0841
 LX0841.The orthometric height was determined by differential leveling
 LX0841.and adjusted by the National Geodetic Survey in June 1991..
 LX0841
 LX0841.The geoid height was determined by GEOID03.
 LX0841
 LX0841.The dynamic height is computed by dividing the NAVD 88
 LX0841.geopotential number by the normal gravity value computed on the
 LX0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0841.degrees latitude (g = 980.6199 gals.).
 LX0841
 LX0841.The modeled gravity was interpolated from observed gravity values.
 LX0841.The observed gravity was obtained from relative gravimeter ties
 LX0841.to the IGSN71 gravity network.
 LX0841
 LX0841;                    North         East    Units  Estimated Accuracy
 LX0841;SPC CT       -   191,770.      266,880.      MT  (+/- 180 meters Scaled)
 LX0841
 LX0841                          SUPERSEDED SURVEY CONTROL
 LX0841
 LX0841  NGVD 29 (??/??/92)   18.593  (m)           61.00   (f) ADJ UNCH    1 1
 LX0841
 LX0841.Superseded values are not recommended for survey control.
 LX0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0841.See file dsdata.txt to determine how the superseded data were derived.
 LX0841
 LX0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL507610(NAD 83)
 LX0841_MARKER: DB = BENCH MARK DISK
 LX0841_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0841_STAMPING: S 33 1965
 LX0841_MARK LOGO: CGS   
 LX0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0841+STABILITY: SURFACE MOTION
 LX0841
 LX0841  HISTORY     - Date     Condition        Report By
 LX0841  HISTORY     - 1965     MONUMENTED       CGS
 LX0841  HISTORY     - 1985     GOOD             NGS
 LX0841
 LX0841                          STATION DESCRIPTION
 LX0841
 LX0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0841'AT BRIDGEPORT.
 LX0841'AT BRIDGEPORT, ABOUT 65 YARDS SOUTHWEST OF THE JUNCTION OF
 LX0841'NORTH AVENUE AND OAK STREET, SET VERTICALLY IN THE NORTHWEST
 LX0841'BRICK FACE AND NEAR THE WEST CORNER OF THE WEBSTER SCHOOL, 23.3
 LX0841'FEET SOUTHEAST OF THE SOUTHEAST CURB OF NORTH AVENUE, 2.3 FEET
 LX0841'NORTHEAST OF THE WEST CORNER OF THE BUILDING, 2 FEET ABOVE THE
 LX0841'LEVEL OF THE SIDEWALK AND AVENUE.
 LX0841
 LX0841                          STATION RECOVERY (1985)
 LX0841
 LX0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0369 ***********************************************************************
 LX0369  DESIGNATION -  S 34
 LX0369  PID         -  LX0369
 LX0369  STATE/COUNTY-  CT/NEW HAVEN
 LX0369  USGS QUAD   -  NEW HAVEN (1984)
 LX0369
 LX0369                         *CURRENT SURVEY CONTROL
 LX0369  ___________________________________________________________________
 LX0369* NAD 83(1986)-  41 16 18.     (N)    072 57 38.     (W)     SCALED    
 LX0369* NAVD 88     -        11.092  (meters)      36.39   (feet)  ADJUSTED  
 LX0369  ___________________________________________________________________
 LX0369  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0369  DYNAMIC HT  -          11.088 (meters)      36.38  (feet)  COMP
 LX0369  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 LX0369
 LX0369  VERT ORDER  -  FIRST     CLASS I
 LX0369
 LX0369.The horizontal coordinates were scaled from a topographic map and have
 LX0369.an estimated accuracy of +/- 6 seconds.
 LX0369
 LX0369.The orthometric height was determined by differential leveling
 LX0369.and adjusted by the National Geodetic Survey in June 1991..
 LX0369
 LX0369.The geoid height was determined by GEOID03.
 LX0369
 LX0369.The dynamic height is computed by dividing the NAVD 88
 LX0369.geopotential number by the normal gravity value computed on the
 LX0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0369.degrees latitude (g = 980.6199 gals.).
 LX0369
 LX0369.The modeled gravity was interpolated from observed gravity values.
 LX0369
 LX0369;                    North         East    Units  Estimated Accuracy
 LX0369;SPC CT       -   201,100.      287,160.      MT  (+/- 180 meters Scaled)
 LX0369
 LX0369                          SUPERSEDED SURVEY CONTROL
 LX0369
 LX0369  NGVD 29 (??/??/92)   11.413  (m)           37.44   (f) ADJ UNCH    1 1
 LX0369
 LX0369.Superseded values are not recommended for survey control.
 LX0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0369.See file dsdata.txt to determine how the superseded data were derived.
 LX0369
 LX0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL708709(NAD 83)
 LX0369_MARKER: DB = BENCH MARK DISK
 LX0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0369_SP_SET: OVERPASS
 LX0369_STAMPING: S 34 1965
 LX0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0369
 LX0369  HISTORY     - Date     Condition        Report By
 LX0369  HISTORY     - 1965     MONUMENTED       CGS
 LX0369  HISTORY     - 1985     GOOD             USPSQD
 LX0369  HISTORY     - 1988     GOOD             USPSQD
 LX0369
 LX0369                          STATION DESCRIPTION
 LX0369
 LX0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0369'AT WEST HAVEN.
 LX0369'AT WEST HAVEN ABOUT 60 YARDS NORTHWEST OF THE JUNCTION OF STATE
 LX0369'HIGHWAY 162 (SAWMILL ROAD) AND HOOD TERRACE, SET VERTICALLY IN
 LX0369'THE EAST FACE OF THE SOUTH WING WALL OF THE NEW YORK, NEW HAVEN
 LX0369'AND HARTFORD RAILROAD OVERPASS OVER THE HIGHWAY, 16 FEET SOUTHWEST
 LX0369'OF THE SOUTHWEST CURB OF THE HIGHWAY, DIRECTLY OVER THE NORTH
 LX0369'EDGE OF A ROCK CUT, 3 FEET ABOVE THE LEVEL OF THE GROUND AND
 LX0369'4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0369
 LX0369                          STATION RECOVERY (1985)
 LX0369
 LX0369'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0369'RECOVERED IN GOOD CONDITION.
 LX0369
 LX0369                          STATION RECOVERY (1988)
 LX0369
 LX0369'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0114 ***********************************************************************
 LX0114  DESIGNATION -  S 35
 LX0114  PID         -  LX0114
 LX0114  STATE/COUNTY-  CT/NEW LONDON
 LX0114  USGS QUAD   -  OLD LYME (1976)
 LX0114
 LX0114                         *CURRENT SURVEY CONTROL
 LX0114  ___________________________________________________________________
 LX0114* NAD 83(1986)-  41 17 12.     (N)    072 18 23.     (W)     SCALED    
 LX0114* NAVD 88     -         6.450  (meters)      21.16   (feet)  ADJUSTED  
 LX0114  ___________________________________________________________________
 LX0114  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0114  DYNAMIC HT  -           6.448 (meters)      21.15  (feet)  COMP
 LX0114  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 LX0114
 LX0114  VERT ORDER  -  FIRST     CLASS I
 LX0114
 LX0114.The horizontal coordinates were scaled from a topographic map and have
 LX0114.an estimated accuracy of +/- 6 seconds.
 LX0114
 LX0114.The orthometric height was determined by differential leveling
 LX0114.and adjusted by the National Geodetic Survey in June 1991..
 LX0114
 LX0114.The geoid height was determined by GEOID03.
 LX0114
 LX0114.The dynamic height is computed by dividing the NAVD 88
 LX0114.geopotential number by the normal gravity value computed on the
 LX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0114.degrees latitude (g = 980.6199 gals.).
 LX0114
 LX0114.The modeled gravity was interpolated from observed gravity values.
 LX0114
 LX0114;                    North         East    Units  Estimated Accuracy
 LX0114;SPC CT       -   202,840.      341,960.      MT  (+/- 180 meters Scaled)
 LX0114
 LX0114                          SUPERSEDED SURVEY CONTROL
 LX0114
 LX0114  NGVD 29 (??/??/92)    6.758  (m)           22.17   (f) ADJ UNCH    1 1
 LX0114
 LX0114.Superseded values are not recommended for survey control.
 LX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0114.See file dsdata.txt to determine how the superseded data were derived.
 LX0114
 LX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL255740(NAD 83)
 LX0114_MARKER: DB = BENCH MARK DISK
 LX0114_SETTING: 66 = SET IN ROCK OUTCROP
 LX0114_SP_SET: BEDROCK
 LX0114_STAMPING: S 35 1965
 LX0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0114+STABILITY: POSITION/ELEVATION WELL
 LX0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0114+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 LX0114
 LX0114  HISTORY     - Date     Condition        Report By
 LX0114  HISTORY     - 1965     MONUMENTED       CGS
 LX0114  HISTORY     - 1983     GOOD             USPSQD
 LX0114  HISTORY     - 1987     GOOD             USPSQD
 LX0114  HISTORY     - 1988     GOOD             USPSQD
 LX0114  HISTORY     - 1988     GOOD             USPSQD
 LX0114  HISTORY     - 1989     GOOD             USPSQD
 LX0114  HISTORY     - 19900414 GOOD             USPSQD
 LX0114  HISTORY     - 19901206 GOOD             USPSQD
 LX0114  HISTORY     - 20011001 GOOD             USPSQD
 LX0114  HISTORY     - 20030507 GOOD             USPSQD
 LX0114
 LX0114                          STATION DESCRIPTION
 LX0114
 LX0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0114'1.6 MI W FROM SOUND VIEW.
 LX0114'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 156 FROM THE SOUTH
 LX0114'END FIRE STATION OF OLD LYME AT SOUND VIEW, 0.4 MILE SOUTHEAST
 LX0114'OF A 30-FOOT LONG BRIDGE OVER BLACK HALL RIVER, 65 FEET NORTHEAST
 LX0114'OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND BUTTON BALL
 LX0114'ROAD, SET ON THE TOP OF THE HIGHEST PART OF AN 11-BY-4 FOOT
 LX0114'EXPOSED BEDROCK WHICH IS FLUSH WITH THE GROUND, 41 FEET NORTH OF
 LX0114'THE CENTER LINE OF THE HIGHWAY, 53 1/2 FEET EAST OF THE CENTER
 LX0114'LINE OF BUTTON BALL ROAD AND 1 FOOT ABOVE THE LEVEL OF THE
 LX0114'HIGHWAY.
 LX0114
 LX0114                          STATION RECOVERY (1983)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0114'NOTE: SOUTH END FIRE STATION ON STATE HIGHWAY 156 HAS BEEN MOVED.
 LX0114'THIS STRUCTURE IS NOW THE OLD LYME POLICE DEPARTMENT.
 LX0114
 LX0114                          STATION RECOVERY (1987)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0114'RECOVERED IN GOOD CONDITION.
 LX0114
 LX0114                          STATION RECOVERY (1988)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0114'RECOVERED IN GOOD CONDITION.
 LX0114
 LX0114                          STATION RECOVERY (1988)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0114'RECOVERED IN GOOD CONDITION.
 LX0114
 LX0114                          STATION RECOVERY (1989)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0114'RECOVERED IN GOOD CONDITION.
 LX0114
 LX0114                          STATION RECOVERY (1990)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0114'RECOVERED IN GOOD CONDITION.
 LX0114
 LX0114                          STATION RECOVERY (1990)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0114'RECOVERED IN GOOD CONDITION.
 LX0114
 LX0114                          STATION RECOVERY (2001)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0114'RECOVERED IN GOOD CONDITION.
 LX0114
 LX0114                          STATION RECOVERY (2003)
 LX0114
 LX0114'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0458 ***********************************************************************
 LX0458  DESIGNATION -  S 36
 LX0458  PID         -  LX0458
 LX0458  STATE/COUNTY-  CT/NEW HAVEN
 LX0458  USGS QUAD   -  CLINTON (1984)
 LX0458
 LX0458                         *CURRENT SURVEY CONTROL
 LX0458  ___________________________________________________________________
 LX0458* NAD 83(1986)-  41 16 40.     (N)    072 34 59.     (W)     SCALED    
 LX0458* NAVD 88     -        11.242  (meters)      36.88   (feet)  ADJUSTED  
 LX0458  ___________________________________________________________________
 LX0458  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX0458  DYNAMIC HT  -          11.238 (meters)      36.87  (feet)  COMP
 LX0458  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 LX0458
 LX0458  VERT ORDER  -  FIRST     CLASS I
 LX0458
 LX0458.The horizontal coordinates were scaled from a topographic map and have
 LX0458.an estimated accuracy of +/- 6 seconds.
 LX0458
 LX0458.The orthometric height was determined by differential leveling
 LX0458.and adjusted by the National Geodetic Survey in June 1991..
 LX0458
 LX0458.The geoid height was determined by GEOID03.
 LX0458
 LX0458.The dynamic height is computed by dividing the NAVD 88
 LX0458.geopotential number by the normal gravity value computed on the
 LX0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0458.degrees latitude (g = 980.6199 gals.).
 LX0458
 LX0458.The modeled gravity was interpolated from observed gravity values.
 LX0458
 LX0458;                    North         East    Units  Estimated Accuracy
 LX0458;SPC CT       -   201,770.      318,790.      MT  (+/- 180 meters Scaled)
 LX0458
 LX0458                          SUPERSEDED SURVEY CONTROL
 LX0458
 LX0458  NGVD 29 (??/??/92)   11.549  (m)           37.89   (f) ADJ UNCH    1 1
 LX0458
 LX0458.Superseded values are not recommended for survey control.
 LX0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0458.See file dsdata.txt to determine how the superseded data were derived.
 LX0458
 LX0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL024724(NAD 83)
 LX0458_MARKER: DB = BENCH MARK DISK
 LX0458_SETTING: 66 = SET IN ROCK OUTCROP
 LX0458_SP_SET: ROCK LEDGE
 LX0458_STAMPING: S 36 1965
 LX0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0458+STABILITY: POSITION/ELEVATION WELL
 LX0458
 LX0458  HISTORY     - Date     Condition        Report By
 LX0458  HISTORY     - 1965     MONUMENTED       CGS
 LX0458  HISTORY     - 1974     GOOD             CTGS
 LX0458  HISTORY     - 1988     GOOD             USPSQD
 LX0458  HISTORY     - 19940625 GOOD             USPSQD
 LX0458
 LX0458                          STATION DESCRIPTION
 LX0458
 LX0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0458'AT MADISON.
 LX0458'AT MADISON, ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE
 LX0458'POST OFFICE, AT THE INTERSECTION OF THE HIGHWAY AND LIBERTY
 LX0458'STREET, SET IN THE TOP OF A LEDGE OF ROCK WHICH IS ABOUT 10
 LX0458'FEET LONG AND 3 FEET WIDE AND PART OF A ROCK CUT, 20 FEET NORTH
 LX0458'OF THE CENTER LINE OF THE HIGHWAY, 80 FEET EAST OF THE CENTER
 LX0458'LINE OF LIBERTY STREET, 3 FEET EAST OF THE WEST END OF THE ROCK
 LX0458'AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0458
 LX0458                          STATION RECOVERY (1974)
 LX0458
 LX0458'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0458'RECOVERED IN GOOD CONDITION.
 LX0458
 LX0458                          STATION RECOVERY (1988)
 LX0458
 LX0458'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELT)
 LX0458'RECOVERED IN GOOD CONDITION.
 LX0458
 LX0458                          STATION RECOVERY (1994)
 LX0458
 LX0458'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0199 ***********************************************************************
 LX0199  DESIGNATION -  S 37
 LX0199  PID         -  LX0199
 LX0199  STATE/COUNTY-  CT/NEW LONDON
 LX0199  USGS QUAD   -  NEW LONDON (1984)
 LX0199
 LX0199                         *CURRENT SURVEY CONTROL
 LX0199  ___________________________________________________________________
 LX0199* NAD 83(1986)-  41 19 13.     (N)    072 00 06.     (W)     SCALED    
 LX0199* NAVD 88     -         2.710  (meters)       8.89   (feet)  ADJUSTED  
 LX0199  ___________________________________________________________________
 LX0199  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX0199  DYNAMIC HT  -           2.709 (meters)       8.89  (feet)  COMP
 LX0199  MODELED GRAV-     980,272.7   (mgal)                       NAVD 88
 LX0199
 LX0199  VERT ORDER  -  FIRST     CLASS I
 LX0199
 LX0199.The horizontal coordinates were scaled from a topographic map and have
 LX0199.an estimated accuracy of +/- 6 seconds.
 LX0199
 LX0199.The orthometric height was determined by differential leveling
 LX0199.and adjusted by the National Geodetic Survey in June 1991..
 LX0199
 LX0199.The geoid height was determined by GEOID03.
 LX0199
 LX0199.The dynamic height is computed by dividing the NAVD 88
 LX0199.geopotential number by the normal gravity value computed on the
 LX0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0199.degrees latitude (g = 980.6199 gals.).
 LX0199
 LX0199.The modeled gravity was interpolated from observed gravity values.
 LX0199
 LX0199;                    North         East    Units  Estimated Accuracy
 LX0199;SPC CT       -   206,750.      367,460.      MT  (+/- 180 meters Scaled)
 LX0199
 LX0199                          SUPERSEDED SURVEY CONTROL
 LX0199
 LX0199  NGVD 29 (??/??/92)    3.002  (m)            9.85   (f) ADJ UNCH    1 1
 LX0199
 LX0199.Superseded values are not recommended for survey control.
 LX0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0199.See file dsdata.txt to determine how the superseded data were derived.
 LX0199
 LX0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL509786(NAD 83)
 LX0199_MARKER: DB = BENCH MARK DISK
 LX0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0199_SP_SET: ABUTMENT
 LX0199_STAMPING: S 37 1965
 LX0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0199
 LX0199  HISTORY     - Date     Condition        Report By
 LX0199  HISTORY     - 1965     MONUMENTED       CGS
 LX0199  HISTORY     - 1983     GOOD             USPSQD
 LX0199  HISTORY     - 19900310 GOOD             USPSQD
 LX0199  HISTORY     - 19901227 GOOD             USPSQD
 LX0199  HISTORY     - 20000104 GOOD             USPSQD
 LX0199
 LX0199                          STATION DESCRIPTION
 LX0199
 LX0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0199'AT GROTON LONG POINT.
 LX0199'AT GROTON LONG POINT, AT THE DURYEA DRIVE BRIDGE OVER PALMER
 LX0199'COVE, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 LX0199'ABUTMENT OF THE BRIDGE, 19.5 FEET SOUTH OF THE CENTER LINE OF
 LX0199'THE DRIVE AND ABOUT LEVEL WITH THE DRIVE.  NOTE-- MARK MAY BE
 LX0199'REACHED BY GOING 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 215
 LX0199'(DURYEA DRIVE) FROM THE OVERPASS OVER THE NY, NH AND H RAILROAD
 LX0199'AT NOANK.
 LX0199
 LX0199                          STATION RECOVERY (1983)
 LX0199
 LX0199'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0199'RECOVERED IN GOOD CONDITION.
 LX0199
 LX0199                          STATION RECOVERY (1990)
 LX0199
 LX0199'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0199'RECOVERED IN GOOD CONDITION.
 LX0199
 LX0199                          STATION RECOVERY (1990)
 LX0199
 LX0199'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0199'RECOVERED IN GOOD CONDITION.
 LX0199
 LX0199                          STATION RECOVERY (2000)
 LX0199
 LX0199'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0164 ***********************************************************************
 LX0164  DESIGNATION -  S 38
 LX0164  PID         -  LX0164
 LX0164  STATE/COUNTY-  CT/NEW LONDON
 LX0164  USGS QUAD   -  NEW LONDON (1984)
 LX0164
 LX0164                         *CURRENT SURVEY CONTROL
 LX0164  ___________________________________________________________________
 LX0164* NAD 83(1986)-  41 21 49.     (N)    072 05 03.     (W)     SCALED    
 LX0164* NAVD 88     -        35.145  (meters)     115.30   (feet)  ADJUSTED  
 LX0164  ___________________________________________________________________
 LX0164  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0164  DYNAMIC HT  -          35.133 (meters)     115.27  (feet)  COMP
 LX0164  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 LX0164
 LX0164  VERT ORDER  -  FIRST     CLASS I
 LX0164
 LX0164.The horizontal coordinates were scaled from a topographic map and have
 LX0164.an estimated accuracy of +/- 6 seconds.
 LX0164
 LX0164.The orthometric height was determined by differential leveling
 LX0164.and adjusted by the National Geodetic Survey in June 1991..
 LX0164
 LX0164.The geoid height was determined by GEOID03.
 LX0164
 LX0164.The dynamic height is computed by dividing the NAVD 88
 LX0164.geopotential number by the normal gravity value computed on the
 LX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0164.degrees latitude (g = 980.6199 gals.).
 LX0164
 LX0164.The modeled gravity was interpolated from observed gravity values.
 LX0164
 LX0164;                    North         East    Units  Estimated Accuracy
 LX0164;SPC CT       -   211,510.      360,510.      MT  (+/- 180 meters Scaled)
 LX0164
 LX0164                          SUPERSEDED SURVEY CONTROL
 LX0164
 LX0164  NGVD 29 (??/??/92)   35.437  (m)          116.26   (f) ADJ UNCH    1 1
 LX0164
 LX0164.Superseded values are not recommended for survey control.
 LX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0164.See file dsdata.txt to determine how the superseded data were derived.
 LX0164
 LX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL438832(NAD 83)
 LX0164_MARKER: DB = BENCH MARK DISK
 LX0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0164_SP_SET: ABUTMENT
 LX0164_STAMPING: S 38 1965
 LX0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0164+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0164
 LX0164  HISTORY     - Date     Condition        Report By
 LX0164  HISTORY     - 1965     MONUMENTED       CGS
 LX0164  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0164  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0164  HISTORY     - 20000104 MARK NOT FOUND   USPSQD
 LX0164  HISTORY     - 20010415 GOOD             USPSQD
 LX0164
 LX0164                          STATION DESCRIPTION
 LX0164
 LX0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0164'AT GROTON.
 LX0164'AT GROTON, AT THE GROTON END OF THE LARGE INTERSTATE HIGHWAY 95
 LX0164'AND U.S. HIGHWAY 1 BRIDGE OVER THE THAMES RIVER, SET ON THE
 LX0164'TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 LX0164'BRIDGE, 6.6 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY AND ABOUT
 LX0164'LEVEL WITH THE SIDEWALK.  NOTE-- THIS MARK IS ABOUT 1.1 MILES
 LX0164'EAST OF BENCH MARK R 38 DESCRIBED AT THE WEST END OF THE ABOVE
 LX0164'BRIDGE.
 LX0164
 LX0164                          STATION RECOVERY (1983)
 LX0164
 LX0164'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0164'MARK NOT FOUND.
 LX0164
 LX0164                          STATION RECOVERY (1989)
 LX0164
 LX0164'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0164'MARK NOT FOUND.
 LX0164
 LX0164                          STATION RECOVERY (2000)
 LX0164
 LX0164'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0164'MARK NOT FOUND.
 LX0164
 LX0164                          STATION RECOVERY (2001)
 LX0164
 LX0164'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0457 ***********************************************************************
 LX0457  DESIGNATION -  S 4=111
 LX0457  PID         -  LX0457
 LX0457  STATE/COUNTY-  CT/NEW HAVEN
 LX0457  USGS QUAD   -  CLINTON (1984)
 LX0457
 LX0457                         *CURRENT SURVEY CONTROL
 LX0457  ___________________________________________________________________
 LX0457* NAD 83(1986)-  41 17 22.     (N)    072 33 55.     (W)     SCALED    
 LX0457* NAVD 88     -         7.382  (meters)      24.22   (feet)  POSTED    
 LX0457  ___________________________________________________________________
 LX0457  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX0457  DYNAMIC HT  -           7.380 (meters)      24.21  (feet)  COMP
 LX0457  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 LX0457
 LX0457  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LX0457
 LX0457.The horizontal coordinates were scaled from a topographic map and have
 LX0457.an estimated accuracy of +/- 6 seconds.
 LX0457
 LX0457.The orthometric height was determined by differential leveling
 LX0457.and adjusted by the National Geodetic Survey in 1992..
 LX0457.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LX0457.rate of 2.1 thru 3.0 mm/km.
 LX0457
 LX0457.The geoid height was determined by GEOID03.
 LX0457
 LX0457.The dynamic height is computed by dividing the NAVD 88
 LX0457.geopotential number by the normal gravity value computed on the
 LX0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0457.degrees latitude (g = 980.6199 gals.).
 LX0457
 LX0457.The modeled gravity was interpolated from observed gravity values.
 LX0457
 LX0457;                    North         East    Units  Estimated Accuracy
 LX0457;SPC CT       -   203,070.      320,270.      MT  (+/- 180 meters Scaled)
 LX0457
 LX0457                          SUPERSEDED SURVEY CONTROL
 LX0457
 LX0457.No superseded survey control is available for this station.
 LX0457
 LX0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL038737(NAD 83)
 LX0457_MARKER: Z = SEE DESCRIPTION
 LX0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0457_SP_SET: STONE
 LX0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0457+STABILITY: SURFACE MOTION
 LX0457
 LX0457  HISTORY     - Date     Condition        Report By
 LX0457  HISTORY     - UNK      MONUMENTED       DOD
 LX0457  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0457  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0457
 LX0457                          STATION DESCRIPTION
 LX0457
 LX0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0457'1.7 MI E FROM MADISON.
 LX0457'1.7 MILES EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0457'RAILROAD FROM THE STATION AT MADISON, NEW HAVEN COUNTY, AT BRIDGE
 LX0457'22.59 OVER HAMMONASSET RIVER AND A ROAD WHICH PARALLELS THE
 LX0457'RIVER ALONG ITS WEST BANK, IN THE TOP STONE OF THE NORTH WING
 LX0457'WALL OF THE WEST ABUTMENT, 6 FEET NORTH OF THE NORTH RAIL, AND
 LX0457'2.3 FEET LOWER THAN THE TRACK.  A KNOB CUT IN THE STONE.
 LX0457'NOTE-- MARK IS BELIEVED TO BE UNDER A NEW 2 FOOT CONCRETE CAP
 LX0457'WHICH HAS BEEN ADDED TO THE BRIDGE WING WALL.
 LX0457
 LX0457                          STATION RECOVERY (1988)
 LX0457
 LX0457'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELT)
 LX0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0137 ***********************************************************************
 LX0137  DESIGNATION -  S 5
 LX0137  PID         -  LX0137
 LX0137  STATE/COUNTY-  CT/NEW LONDON
 LX0137  USGS QUAD   -  NIANTIC (1983)
 LX0137
 LX0137                         *CURRENT SURVEY CONTROL
 LX0137  ___________________________________________________________________
 LX0137* NAD 83(1986)-  41 19 00.     (N)    072 09 52.     (W)     SCALED    
 LX0137* NAVD 88     -         9.718  (meters)      31.88   (feet)  ADJUSTED  
 LX0137  ___________________________________________________________________
 LX0137  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX0137  DYNAMIC HT  -           9.715 (meters)      31.87  (feet)  COMP
 LX0137  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX0137
 LX0137  VERT ORDER  -  FIRST     CLASS I
 LX0137
 LX0137.The horizontal coordinates were scaled from a topographic map and have
 LX0137.an estimated accuracy of +/- 6 seconds.
 LX0137
 LX0137.The orthometric height was determined by differential leveling
 LX0137.and adjusted by the National Geodetic Survey in June 1991..
 LX0137
 LX0137.The geoid height was determined by GEOID03.
 LX0137
 LX0137.The dynamic height is computed by dividing the NAVD 88
 LX0137.geopotential number by the normal gravity value computed on the
 LX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0137.degrees latitude (g = 980.6199 gals.).
 LX0137
 LX0137.The modeled gravity was interpolated from observed gravity values.
 LX0137
 LX0137;                    North         East    Units  Estimated Accuracy
 LX0137;SPC CT       -   206,240.      353,830.      MT  (+/- 180 meters Scaled)
 LX0137
 LX0137                          SUPERSEDED SURVEY CONTROL
 LX0137
 LX0137  NGVD 29 (??/??/92)   10.02   (m)           32.9    (f) COMPUTED    1 1
 LX0137
 LX0137.Superseded values are not recommended for survey control.
 LX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0137.See file dsdata.txt to determine how the superseded data were derived.
 LX0137
 LX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL373777(NAD 83)
 LX0137_MARKER: DB = BENCH MARK DISK
 LX0137_SETTING: 66 = SET IN ROCK OUTCROP
 LX0137_SP_SET: BEDROCK
 LX0137_STAMPING: S 5 ELV 32.874 FT 1922
 LX0137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0137+STABILITY: POSITION/ELEVATION WELL
 LX0137
 LX0137  HISTORY     - Date     Condition        Report By
 LX0137  HISTORY     - 1922     MONUMENTED       CGS
 LX0137  HISTORY     - 1965     GOOD             NGS
 LX0137  HISTORY     - 1987     GOOD             USPSQD
 LX0137  HISTORY     - 1989     GOOD             USPSQD
 LX0137  HISTORY     - 19901206 GOOD             USPSQD
 LX0137
 LX0137                          STATION DESCRIPTION
 LX0137
 LX0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0137'2.6 MI SW FROM WATERFORD.
 LX0137'ABOUT 1.15 MILES SOUTHWEST ALONG STATE HIGHWAY 156 FROM THE
 LX0137'FIRST BAPTIST CHURCH AT WATERFORD, THENCE 0.7 MILE SOUTH ALONG
 LX0137'GARDNERS WOOD ROAD, THENCE 0.5 MILE SOUTHWEST ALONG MILLSTONE
 LX0137'ROAD, THENCE 0.3 MILE NORTH ALONG A DIM WOODS ROAD TO NEW YORK,
 LX0137'NEW HAVEN AND HARTFORD RAILROAD, ABOUT 120 YARDS WEST OF THE
 LX0137'END OF THE WOODS ROAD, AT THE INSIDE OF A CURVE IN THE TRACKS,
 LX0137'SET ON THE TOP OF A 6-BY-3-FOOT EXPOSED PART OF BEDROCK, 20.8
 LX0137'FEET NORTH OF THE NORTH RAIL, ABOUT 100 FEET WEST OF THE EAST
 LX0137'END OF AN ABANDONED SPUR TRACK ALONG THE SOUTH SIDE OF THE
 LX0137'MAIN TRACK, 46 FEET NORTH OF AND ACROSS THE TRACK FROM THE 4 TH
 LX0137'TELEGRAPH POLE WEST O THE JUNCTION OF THE WOODS ROAD AND TRACK,
 LX0137'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.  NOTE-- MARK MAY
 LX0137'BE REACHED BY GOING 2.0 MILES SOUTHWEST ALONG THE NY, NH AND H RR
 LX0137'FROM THE STATE HIGHWAY 312 OVERPASS AT WATERFORD.
 LX0137
 LX0137                          STATION RECOVERY (1987)
 LX0137
 LX0137'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0137'RECOVERED IN GOOD CONDITION.
 LX0137
 LX0137                          STATION RECOVERY (1989)
 LX0137
 LX0137'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0137'RECOVERED IN GOOD CONDITION.
 LX0137
 LX0137                          STATION RECOVERY (1990)
 LX0137
 LX0137'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1661 ***********************************************************************
 LX1661  DESIGNATION -  S 50
 LX1661  PID         -  LX1661
 LX1661  STATE/COUNTY-  CT/HARTFORD
 LX1661  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1661
 LX1661                         *CURRENT SURVEY CONTROL
 LX1661  ___________________________________________________________________
 LX1661* NAD 83(1986)-  41 45 00.     (N)    072 42 38.     (W)     SCALED    
 LX1661* NAVD 88     -        15.951  (meters)      52.33   (feet)  ADJUSTED  
 LX1661  ___________________________________________________________________
 LX1661  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX1661  DYNAMIC HT  -          15.947 (meters)      52.32  (feet)  COMP
 LX1661  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 LX1661
 LX1661  VERT ORDER  -  FIRST     CLASS II
 LX1661
 LX1661.The horizontal coordinates were scaled from a topographic map and have
 LX1661.an estimated accuracy of +/- 6 seconds.
 LX1661
 LX1661.The orthometric height was determined by differential leveling
 LX1661.and adjusted by the National Geodetic Survey in June 1991..
 LX1661
 LX1661.The geoid height was determined by GEOID03.
 LX1661
 LX1661.The dynamic height is computed by dividing the NAVD 88
 LX1661.geopotential number by the normal gravity value computed on the
 LX1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1661.degrees latitude (g = 980.6199 gals.).
 LX1661
 LX1661.The modeled gravity was interpolated from observed gravity values.
 LX1661
 LX1661;                    North         East    Units  Estimated Accuracy
 LX1661;SPC CT       -   254,210.      308,080.      MT  (+/- 180 meters Scaled)
 LX1661
 LX1661                          SUPERSEDED SURVEY CONTROL
 LX1661
 LX1661.No superseded survey control is available for this station.
 LX1661
 LX1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM903245(NAD 83)
 LX1661_MARKER: DB = BENCH MARK DISK
 LX1661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1661_SP_SET: BRIDGE
 LX1661_STAMPING: S 50 1978
 LX1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1661+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 LX1661
 LX1661  HISTORY     - Date     Condition        Report By
 LX1661  HISTORY     - 1978     MONUMENTED       NGS
 LX1661  HISTORY     - 19950809 GOOD             USPSQD
 LX1661  HISTORY     - 20040721 GOOD             GEOCAC
 LX1661
 LX1661                          STATION DESCRIPTION
 LX1661
 LX1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1661'1.55 MILE NE FROM ELMWOOD.
 LX1661'0.3 MILE SOUTHEAST ALONG NEW BRITAIN AVENUE FROM THE JUNCTION OF
 LX1661'NEW BRITAIN AVENUE AND NEWINGTON ROAD IN ELMWOOD TO THE JUNCTION
 LX1661'OF NEW BRITAIN AVENUE AND NEW PARK AVENE, THENCE 1.55 MILE NORTHEAST
 LX1661'ALONG NEW PARK AVENUE TO THE MARK ON THE RIGHT, SET VERTICALLY IN
 LX1661'THE SOUTHEAST PIER WHICH IS ONE OF THREE OF THE WEST BOUND LANE OF
 LX1661'THE U.S. HIGHWAY 84 OVERPASS BRIDGE OVER NEW PARK AVENUE, 38 FEET
 LX1661'EAST OF THE CENTER LINE OF NEW PARK AVENUE, 19 FEET NORTHWEST OF
 LX1661'THE CENTER OF PAVED DRIVE WAY OF PARKING LOT GATE NUMBER ONE FOR
 LX1661'THE HEUBLEIN SPIRTS GROUP CORP, 3.5 FEET EAST OF A CHAIN LINK FENCE.
 LX1661
 LX1661                          STATION RECOVERY (1995)
 LX1661
 LX1661'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX1661'RECOVERED IN GOOD CONDITION.
 LX1661
 LX1661                          STATION RECOVERY (2004)
 LX1661
 LX1661'RECOVERY NOTE BY GEOCACHING 2004 (LJL)
 LX1661'HEUBLEIN SPRITS GROUP IS NO LONGER THERE.  THE GATE TO ACCESS THE MARK
 LX1661'IS LOCKED.  NOT SURE OF PRESENT OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1635 ***********************************************************************
 LX1635  DESIGNATION -  S 51
 LX1635  PID         -  LX1635
 LX1635  STATE/COUNTY-  CT/NEW HAVEN
 LX1635  USGS QUAD   -  BRANFORD (1984)
 LX1635
 LX1635                         *CURRENT SURVEY CONTROL
 LX1635  ___________________________________________________________________
 LX1635* NAD 83(1986)-  41 28 37.     (N)    072 48 45.     (W)     SCALED    
 LX1635* NAVD 88     -        23.986  (meters)      78.69   (feet)  ADJUSTED  
 LX1635  ___________________________________________________________________
 LX1635  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX1635  DYNAMIC HT  -          23.978 (meters)      78.67  (feet)  COMP
 LX1635  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 LX1635
 LX1635  VERT ORDER  -  FIRST     CLASS II
 LX1635
 LX1635.The horizontal coordinates were scaled from a topographic map and have
 LX1635.an estimated accuracy of +/- 6 seconds.
 LX1635
 LX1635.The orthometric height was determined by differential leveling
 LX1635.and adjusted by the National Geodetic Survey in June 1991..
 LX1635
 LX1635.The geoid height was determined by GEOID03.
 LX1635
 LX1635.The dynamic height is computed by dividing the NAVD 88
 LX1635.geopotential number by the normal gravity value computed on the
 LX1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1635.degrees latitude (g = 980.6199 gals.).
 LX1635
 LX1635.The modeled gravity was interpolated from observed gravity values.
 LX1635
 LX1635;                    North         East    Units  Estimated Accuracy
 LX1635;SPC CT       -   223,880.      299,580.      MT  (+/- 180 meters Scaled)
 LX1635
 LX1635                          SUPERSEDED SURVEY CONTROL
 LX1635
 LX1635.No superseded survey control is available for this station.
 LX1635
 LX1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL826940(NAD 83)
 LX1635_MARKER: DB = BENCH MARK DISK
 LX1635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1635_SP_SET: FOUNDATION
 LX1635_STAMPING: S 51 1978
 LX1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1635
 LX1635  HISTORY     - Date     Condition        Report By
 LX1635  HISTORY     - 1978     MONUMENTED       NGS
 LX1635  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 LX1635
 LX1635                          STATION DESCRIPTION
 LX1635
 LX1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1635'1.45 MI NE FROM WALLINGFORD.
 LX1635'1.45 MILES NORTHEAST ALONG STATE HIGHWAY 5, FROM THE JUNCTION OF
 LX1635'STATE HIGHWAYS 5 AND 150 IN WALLINGFORD, TO THE MARK ON THE LEFT
 LX1635'SET IN THE NORTHEAST SIDE OF A RETAINING WALL IN FRONT OF KILLAM
 LX1635'AUTO SALES BUILDING, 2.3 FEET NORTHEAST OF THE NORTHEAST FACE
 LX1635'OF THE BUILDING 7 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 LX1635'BUILDING, 14 FEET SOUTHEAST OF THE CENTER OF THE SHOW ROOM DOORS
 LX1635'AND MAIN ENTRANCE TO THE BUILDING, 69 FEET NORTHWEST OF THE CENTER
 LX1635'LINE OF HIGHWAY 5.
 LX1635
 LX1635                          STATION RECOVERY (1999)
 LX1635
 LX1635'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1994 ***********************************************************************
 LX1994  DESIGNATION -  S 53
 LX1994  PID         -  LX1994
 LX1994  STATE/COUNTY-  CT/LITCHFIELD
 LX1994  USGS QUAD   -  NORFOLK (1969)
 LX1994
 LX1994                         *CURRENT SURVEY CONTROL
 LX1994  ___________________________________________________________________
 LX1994* NAD 83(1986)-  41 58 08.     (N)    073 08 27.     (W)     SCALED    
 LX1994* NAVD 88     -       399.567  (meters)    1310.91   (feet)  ADJUSTED  
 LX1994  ___________________________________________________________________
 LX1994  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX1994  DYNAMIC HT  -         399.429 (meters)    1310.46  (feet)  COMP
 LX1994  MODELED GRAV-     980,264.4   (mgal)                       NAVD 88
 LX1994
 LX1994  VERT ORDER  -  FIRST     CLASS II
 LX1994
 LX1994.The horizontal coordinates were scaled from a topographic map and have
 LX1994.an estimated accuracy of +/- 6 seconds.
 LX1994
 LX1994.The orthometric height was determined by differential leveling
 LX1994.and adjusted by the National Geodetic Survey in June 1991..
 LX1994
 LX1994.The geoid height was determined by GEOID03.
 LX1994
 LX1994.The dynamic height is computed by dividing the NAVD 88
 LX1994.geopotential number by the normal gravity value computed on the
 LX1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1994.degrees latitude (g = 980.6199 gals.).
 LX1994
 LX1994.The modeled gravity was interpolated from observed gravity values.
 LX1994
 LX1994;                    North         East    Units  Estimated Accuracy
 LX1994;SPC CT       -   278,590.      272,400.      MT  (+/- 180 meters Scaled)
 LX1994
 LX1994                          SUPERSEDED SURVEY CONTROL
 LX1994
 LX1994.No superseded survey control is available for this station.
 LX1994
 LX1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM540479(NAD 83)
 LX1994_MARKER: DB = BENCH MARK DISK
 LX1994_SETTING: 66 = SET IN ROCK OUTCROP
 LX1994_SP_SET: ROCK OUTCROP
 LX1994_STAMPING: S 53 1984
 LX1994_MARK LOGO: NGS   
 LX1994_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1994+STABILITY: POSITION/ELEVATION WELL
 LX1994
 LX1994  HISTORY     - Date     Condition        Report By
 LX1994  HISTORY     - 1984     MONUMENTED       NGS
 LX1994
 LX1994                          STATION DESCRIPTION
 LX1994
 LX1994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1994'6.2 KM (3.9 MI) ESE FROM NORFOLK.
 LX1994'6.2 KM (3.9 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN
 LX1994'HALL IN NORFOLK TO THE MARK ON THE LEFT, IN TOP OF EXPOSED BEDROCK,
 LX1994'10.05 METERS (33.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1994'47.0 METERS (154.0 FT) SOUTHEAST OF AN ILLUSTRATED HIGHWAY SIGN FOR A
 LX1994'T-ROAD JUNCTION, 19.20 METERS (63.0 FT) NORTHEAST AND ACROSS THE
 LX1994'HIGHWAY FROM POWER POLE 1586.
 LX1994'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 LX1994'THE MARK IS 2.13 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1875 ***********************************************************************
 LX1875  DESIGNATION -  S 54
 LX1875  PID         -  LX1875
 LX1875  STATE/COUNTY-  CT/FAIRFIELD
 LX1875  USGS QUAD   -  BETHEL (1984)
 LX1875
 LX1875                         *CURRENT SURVEY CONTROL
 LX1875  ___________________________________________________________________
 LX1875* NAD 83(1986)-  41 15 07.     (N)    073 26 01.     (W)     SCALED    
 LX1875* NAVD 88     -       108.260  (meters)     355.18   (feet)  ADJUSTED  
 LX1875  ___________________________________________________________________
 LX1875  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX1875  DYNAMIC HT  -         108.224 (meters)     355.06  (feet)  COMP
 LX1875  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 LX1875
 LX1875  VERT ORDER  -  FIRST     CLASS II
 LX1875
 LX1875.The horizontal coordinates were scaled from a topographic map and have
 LX1875.an estimated accuracy of +/- 6 seconds.
 LX1875
 LX1875.The orthometric height was determined by differential leveling
 LX1875.and adjusted by the National Geodetic Survey in June 1991..
 LX1875
 LX1875.The geoid height was determined by GEOID03.
 LX1875
 LX1875.The dynamic height is computed by dividing the NAVD 88
 LX1875.geopotential number by the normal gravity value computed on the
 LX1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1875.degrees latitude (g = 980.6199 gals.).
 LX1875
 LX1875.The modeled gravity was interpolated from observed gravity values.
 LX1875
 LX1875;                    North         East    Units  Estimated Accuracy
 LX1875;SPC CT       -   199,120.      247,510.      MT  (+/- 180 meters Scaled)
 LX1875
 LX1875                          SUPERSEDED SURVEY CONTROL
 LX1875
 LX1875.No superseded survey control is available for this station.
 LX1875
 LX1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL312679(NAD 83)
 LX1875_MARKER: DB = BENCH MARK DISK
 LX1875_SETTING: 66 = SET IN ROCK OUTCROP
 LX1875_SP_SET: ROCK OUTCROP
 LX1875_STAMPING: S 54 1984
 LX1875_MARK LOGO: NGS   
 LX1875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1875+STABILITY: POSITION/ELEVATION WELL
 LX1875
 LX1875  HISTORY     - Date     Condition        Report By
 LX1875  HISTORY     - 1984     MONUMENTED       NGS
 LX1875  HISTORY     - 1985     GOOD             NGS
 LX1875
 LX1875                          STATION DESCRIPTION
 LX1875
 LX1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1875'7.5 KM (4.65 MI) NORTH FROM WILTON.
 LX1875'7.5 KM (4.65 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE TOWN HALL IN
 LX1875'WILTON TO THE MARK ON THE RIGHT, IN EXPOSED ROCK OUTCROP, ON THE NORTH
 LX1875'SIDE OF A TWO STORY FRAME HOUSE, WHICH IS NORTH OF A BICYCLE SHOP,
 LX1875'23.47 METERS (77.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1875'10.67 METERS (35.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 LX1875'GARAGE AREA.
 LX1875'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX1875
 LX1875                          STATION RECOVERY (1985)
 LX1875
 LX1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2026 ***********************************************************************
 LX2026  DESIGNATION -  S 55
 LX2026  PID         -  LX2026
 LX2026  STATE/COUNTY-  CT/HARTFORD
 LX2026  USGS QUAD   -  TARIFFVILLE (1984)
 LX2026
 LX2026                         *CURRENT SURVEY CONTROL
 LX2026  ___________________________________________________________________
 LX2026* NAD 83(1986)-  41 57 32.     (N)    072 50 45.     (W)     SCALED    
 LX2026* NAVD 88     -       142.232  (meters)     466.64   (feet)  ADJUSTED  
 LX2026  ___________________________________________________________________
 LX2026  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 LX2026  DYNAMIC HT  -         142.190 (meters)     466.50  (feet)  COMP
 LX2026  MODELED GRAV-     980,327.0   (mgal)                       NAVD 88
 LX2026
 LX2026  VERT ORDER  -  FIRST     CLASS II
 LX2026
 LX2026.The horizontal coordinates were scaled from a topographic map and have
 LX2026.an estimated accuracy of +/- 6 seconds.
 LX2026
 LX2026.The orthometric height was determined by differential leveling
 LX2026.and adjusted by the National Geodetic Survey in June 1991..
 LX2026
 LX2026.The geoid height was determined by GEOID03.
 LX2026
 LX2026.The dynamic height is computed by dividing the NAVD 88
 LX2026.geopotential number by the normal gravity value computed on the
 LX2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2026.degrees latitude (g = 980.6199 gals.).
 LX2026
 LX2026.The modeled gravity was interpolated from observed gravity values.
 LX2026
 LX2026;                    North         East    Units  Estimated Accuracy
 LX2026;SPC CT       -   277,410.      296,860.      MT  (+/- 180 meters Scaled)
 LX2026
 LX2026                          SUPERSEDED SURVEY CONTROL
 LX2026
 LX2026.No superseded survey control is available for this station.
 LX2026
 LX2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM785474(NAD 83)
 LX2026_MARKER: DB = BENCH MARK DISK
 LX2026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2026_SP_SET: HEADWALL
 LX2026_STAMPING: S 55 1984
 LX2026_MARK LOGO: NGS   
 LX2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2026+STABILITY: SURFACE MOTION
 LX2026
 LX2026  HISTORY     - Date     Condition        Report By
 LX2026  HISTORY     - 1984     MONUMENTED       NGS
 LX2026
 LX2026                          STATION DESCRIPTION
 LX2026
 LX2026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2026'IN WEST GRANBY.
 LX2026'IN WEST GRANBY, 0.8 KM (0.5 MI) EAST ALONG STATE HIGHWAY 20 FROM THE
 LX2026'JUNCTION OF STATE HIGHWAY 219, IN TOP OF THE WEST END OF THE HEADWALL
 LX2026'OF A CULVERT, DIRECTLY ACROSS THE HIGHWAY FROM THE JUNCTION OF
 LX2026'SIMSBURY ROAD, 6.55 METERS (21.5 FT) NORTH OF THE CENTERLINE OF THE
 LX2026'HIGHWAY, 15.08 METERS (49.5 FT) NORTHWEST AND ACROSS HIGHWAY 20 FROM
 LX2026'POWER POLE 1869.
 LX2026'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LX2026'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1686 ***********************************************************************
 LW1686  DESIGNATION -  S 56
 LW1686  PID         -  LW1686
 LW1686  STATE/COUNTY-  CT/WINDHAM
 LW1686  USGS QUAD   -  DANIELSON (1970)
 LW1686
 LW1686                         *CURRENT SURVEY CONTROL
 LW1686  ___________________________________________________________________
 LW1686* NAD 83(1986)-  41 52 27.     (N)    071 52 34.     (W)     SCALED    
 LW1686* NAVD 88     -       106.665  (meters)     349.95   (feet)  ADJUSTED  
 LW1686  ___________________________________________________________________
 LW1686  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LW1686  DYNAMIC HT  -         106.628 (meters)     349.83  (feet)  COMP
 LW1686  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1686
 LW1686  VERT ORDER  -  FIRST     CLASS II
 LW1686
 LW1686.The horizontal coordinates were scaled from a topographic map and have
 LW1686.an estimated accuracy of +/- 6 seconds.
 LW1686
 LW1686.The orthometric height was determined by differential leveling
 LW1686.and adjusted by the National Geodetic Survey in June 1991..
 LW1686
 LW1686.The geoid height was determined by GEOID03.
 LW1686
 LW1686.The dynamic height is computed by dividing the NAVD 88
 LW1686.geopotential number by the normal gravity value computed on the
 LW1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1686.degrees latitude (g = 980.6199 gals.).
 LW1686
 LW1686.The modeled gravity was interpolated from observed gravity values.
 LW1686
 LW1686;                    North         East    Units  Estimated Accuracy
 LW1686;SPC CT       -   268,360.      377,340.      MT  (+/- 180 meters Scaled)
 LW1686
 LW1686                          SUPERSEDED SURVEY CONTROL
 LW1686
 LW1686.No superseded survey control is available for this station.
 LW1686
 LW1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG613398(NAD 83)
 LW1686_MARKER: DB = BENCH MARK DISK
 LW1686_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW1686+WITH SETTING: PAVEMENT
 LW1686_SP_SET: CONCRETE BASE
 LW1686_STAMPING: S 56 1984
 LW1686_MARK LOGO: NGS   
 LW1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1686+STABILITY: SURFACE MOTION
 LW1686
 LW1686  HISTORY     - Date     Condition        Report By
 LW1686  HISTORY     - 1984     MONUMENTED       NGS
 LW1686  HISTORY     - 19961207 GOOD             USPSQD
 LW1686
 LW1686                          STATION DESCRIPTION
 LW1686
 LW1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1686'6.0 KM (3.75 MI) SSE FROM PUTNAM.
 LW1686'6.0 KM (3.75 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LW1686'JUNCTION OF U.S. HIGHWAY 44 IN PUTNAM TO THE MARK ON THE LEFT, AT THE
 LW1686'SOUTHERN NEW ENGLAND TELEPHONE COMPANY BUILDING, IN TOP OF THE
 LW1686'NORTHWEST SIDE OF A 1.8 METER (6 FT) DIAMETER CONCRETE BASE OF A METAL
 LW1686'I-BEAM SUPPORT FOR THE CAR PORT ON THE SOUTHWEST SIDE OF THE BUILDING,
 LW1686'THE SECOND CONCRETE BASE NORTHWEST OF THE FIRST ROW OF METAL I-BEAMS
 LW1686'FOR THE CAR PORT, ONE OF FOUR ROWS, 39.32 METERS (129.0 FT) SOUTHEAST
 LW1686'OF THE CENTERLINE OF THE HIGHWAY, 19.69 METERS (64.6 FT) SOUTH OF THE
 LW1686'WEST CORNER OF THE BUILDING, 1.06 METERS (3.5 FT) SOUTH OF THE
 LW1686'SOUTHWEST ENTRANCE GATE POST OF THE NORTHWEST ENTRANCE OF A CHAIN LINK
 LW1686'FENCE.
 LW1686'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1686
 LW1686                          STATION RECOVERY (1996)
 LW1686
 LW1686'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1918 ***********************************************************************
 LX1918  DESIGNATION -  S 57
 LX1918  PID         -  LX1918
 LX1918  STATE/COUNTY-  CT/LITCHFIELD
 LX1918  USGS QUAD   -  NEW MILFORD (1984)
 LX1918
 LX1918                         *CURRENT SURVEY CONTROL
 LX1918  ___________________________________________________________________
 LX1918* NAD 83(1986)-  41 33 51.     (N)    073 24 49.     (W)     SCALED    
 LX1918* NAVD 88     -        74.241  (meters)     243.57   (feet)  ADJUSTED  
 LX1918  ___________________________________________________________________
 LX1918  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1918  DYNAMIC HT  -          74.217 (meters)     243.49  (feet)  COMP
 LX1918  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX1918
 LX1918  VERT ORDER  -  FIRST     CLASS II
 LX1918
 LX1918.The horizontal coordinates were scaled from a topographic map and have
 LX1918.an estimated accuracy of +/- 6 seconds.
 LX1918
 LX1918.The orthometric height was determined by differential leveling
 LX1918.and adjusted by the National Geodetic Survey in June 1991..
 LX1918
 LX1918.The geoid height was determined by GEOID03.
 LX1918
 LX1918.The dynamic height is computed by dividing the NAVD 88
 LX1918.geopotential number by the normal gravity value computed on the
 LX1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1918.degrees latitude (g = 980.6199 gals.).
 LX1918
 LX1918.The modeled gravity was interpolated from observed gravity values.
 LX1918
 LX1918;                    North         East    Units  Estimated Accuracy
 LX1918;SPC CT       -   233,780.      249,450.      MT  (+/- 180 meters Scaled)
 LX1918
 LX1918                          SUPERSEDED SURVEY CONTROL
 LX1918
 LX1918.No superseded survey control is available for this station.
 LX1918
 LX1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM322026(NAD 83)
 LX1918_MARKER: I = METAL ROD
 LX1918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1918_SP_SET: STAINLESS STEEL ROD
 LX1918_STAMPING: S 57 1984
 LX1918_MARK LOGO: NGS   
 LX1918_PROJECTION: FLUSH
 LX1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1918_ROD/PIPE-DEPTH: 5.6  meters
 LX1918
 LX1918  HISTORY     - Date     Condition        Report By
 LX1918  HISTORY     - 1984     MONUMENTED       NGS
 LX1918
 LX1918                          STATION DESCRIPTION
 LX1918
 LX1918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1918'IN NEW MILFORD.
 LX1918'IN NEW MILFORD, ALONG U.S. HIGHWAYS 7 AND 202, AT THE JOHN PETTIBONE
 LX1918'SCHOOL, AT THE NORTH-NORTHEAST SIDE OF A FLAG POLE NEAR THE MAIN
 LX1918'ENTRANCE OF SCHOOL, ALONG PICKETT DISTRICT ROAD, 11.58 METERS (38.0
 LX1918'FT) SOUTH-SOUTHWEST OF THE CENTER OF THE DRIVE IN FRONT OF THE SCHOOL,
 LX1918'10.06 METERS (33.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SCHOOL
 LX1918'NEAR THE ENTRANCE - THREE DOORS, 1.10 METERS (3.6 FT) NORTH-NORTHEAST
 LX1918'OF THE FLAG POLE.
 LX1918'THE MARK IS 0.15 M ABOVE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1969 ***********************************************************************
 LX1969  DESIGNATION -  S 58
 LX1969  PID         -  LX1969
 LX1969  STATE/COUNTY-  CT/LITCHFIELD
 LX1969  USGS QUAD   -  SOUTH CANAAN (1969)
 LX1969
 LX1969                         *CURRENT SURVEY CONTROL
 LX1969  ___________________________________________________________________
 LX1969* NAD 83(1986)-  41 52 32.     (N)    073 22 01.     (W)     SCALED    
 LX1969* NAVD 88     -       168.632  (meters)     553.25   (feet)  ADJUSTED  
 LX1969  ___________________________________________________________________
 LX1969  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX1969  DYNAMIC HT  -         168.573 (meters)     553.06  (feet)  COMP
 LX1969  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 LX1969
 LX1969  VERT ORDER  -  FIRST     CLASS II
 LX1969
 LX1969.The horizontal coordinates were scaled from a topographic map and have
 LX1969.an estimated accuracy of +/- 6 seconds.
 LX1969
 LX1969.The orthometric height was determined by differential leveling
 LX1969.and adjusted by the National Geodetic Survey in June 1991..
 LX1969
 LX1969.The geoid height was determined by GEOID03.
 LX1969
 LX1969.The dynamic height is computed by dividing the NAVD 88
 LX1969.geopotential number by the normal gravity value computed on the
 LX1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1969.degrees latitude (g = 980.6199 gals.).
 LX1969
 LX1969.The modeled gravity was interpolated from observed gravity values.
 LX1969
 LX1969;                    North         East    Units  Estimated Accuracy
 LX1969;SPC CT       -   268,330.      253,590.      MT  (+/- 180 meters Scaled)
 LX1969
 LX1969                          SUPERSEDED SURVEY CONTROL
 LX1969
 LX1969.No superseded survey control is available for this station.
 LX1969
 LX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM355372(NAD 83)
 LX1969_MARKER: DB = BENCH MARK DISK
 LX1969_SETTING: 66 = SET IN ROCK OUTCROP
 LX1969_SP_SET: ROCK OUTCROP
 LX1969_STAMPING: S 58 1984
 LX1969_MARK LOGO: NGS   
 LX1969_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1969+STABILITY: POSITION/ELEVATION WELL
 LX1969
 LX1969  HISTORY     - Date     Condition        Report By
 LX1969  HISTORY     - 1984     MONUMENTED       NGS
 LX1969  HISTORY     - 1985     GOOD             NGS
 LX1969
 LX1969                          STATION DESCRIPTION
 LX1969
 LX1969'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1969'7.6 KM (4.75 MI) NORTH FROM CORNWALL BRIDGE.
 LX1969'7.6 KM (4.75 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1969'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK CUT,
 LX1969'5.49 METERS (18.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.64
 LX1969'METER (2.1 FT) NORTH OF THE SOUTH END OF THE ROCK CUT.
 LX1969'THE MARK IS 0.7 M ABOVE HIGHWAY.
 LX1969
 LX1969                          STATION RECOVERY (1985)
 LX1969
 LX1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1945 ***********************************************************************
 LX1945  DESIGNATION -  S 59
 LX1945  PID         -  LX1945
 LX1945  STATE/COUNTY-  CT/LITCHFIELD
 LX1945  USGS QUAD   -  KENT (1971)
 LX1945
 LX1945                         *CURRENT SURVEY CONTROL
 LX1945  ___________________________________________________________________
 LX1945* NAD 83(1986)-  41 43 05.     (N)    073 28 52.     (W)     SCALED    
 LX1945* NAVD 88     -       110.167  (meters)     361.44   (feet)  ADJUSTED  
 LX1945  ___________________________________________________________________
 LX1945  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX1945  DYNAMIC HT  -         110.129 (meters)     361.31  (feet)  COMP
 LX1945  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX1945
 LX1945  VERT ORDER  -  FIRST     CLASS II
 LX1945
 LX1945.The horizontal coordinates were scaled from a topographic map and have
 LX1945.an estimated accuracy of +/- 6 seconds.
 LX1945
 LX1945.The orthometric height was determined by differential leveling
 LX1945.and adjusted by the National Geodetic Survey in June 1991..
 LX1945
 LX1945.The geoid height was determined by GEOID03.
 LX1945
 LX1945.The dynamic height is computed by dividing the NAVD 88
 LX1945.geopotential number by the normal gravity value computed on the
 LX1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1945.degrees latitude (g = 980.6199 gals.).
 LX1945
 LX1945.The modeled gravity was interpolated from observed gravity values.
 LX1945
 LX1945;                    North         East    Units  Estimated Accuracy
 LX1945;SPC CT       -   250,920.      243,960.      MT  (+/- 180 meters Scaled)
 LX1945
 LX1945                          SUPERSEDED SURVEY CONTROL
 LX1945
 LX1945.No superseded survey control is available for this station.
 LX1945
 LX1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM263195(NAD 83)
 LX1945_MARKER: DB = BENCH MARK DISK
 LX1945_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1945_SP_SET: HEADWALL
 LX1945_STAMPING: S 59 1984
 LX1945_MARK LOGO: NGS   
 LX1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1945+STABILITY: SURFACE MOTION
 LX1945
 LX1945  HISTORY     - Date     Condition        Report By
 LX1945  HISTORY     - 1984     MONUMENTED       NGS
 LX1945
 LX1945                          STATION DESCRIPTION
 LX1945
 LX1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1945'0.8 KM (0.5 MI) SOUTH FROM KENT.
 LX1945'0.8 KM (0.5 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1945'HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END
 LX1945'OF THE WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 4.57 METERS
 LX1945'(15.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.37 METER (1.2 FT)
 LX1945'NORTH OF THE SOUTH END OF THE HEADWALL.
 LX1945'THE MARK IS 0.33 METERS  NW FROM A WITNESS POST.
 LX1945'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0475 ***********************************************************************
 LX0475  DESIGNATION -  S 6
 LX0475  PID         -  LX0475
 LX0475  STATE/COUNTY-  CT/NEW HAVEN
 LX0475  USGS QUAD   -  MOUNT CARMEL (1984)
 LX0475
 LX0475                         *CURRENT SURVEY CONTROL
 LX0475  ___________________________________________________________________
 LX0475* NAD 83(1986)-  41 22 59.     (N)    072 52 31.     (W)     SCALED    
 LX0475* NAVD 88     -         4.315  (meters)      14.16   (feet)  POSTED    
 LX0475  ___________________________________________________________________
 LX0475  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX0475  DYNAMIC HT  -           4.310 (meters)      14.14  (feet)  COMP
 LX0475  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 LX0475
 LX0475  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0475
 LX0475.The horizontal coordinates were scaled from a topographic map and have
 LX0475.an estimated accuracy of +/- 6 seconds.
 LX0475
 LX0475.The orthometric height was determined by differential leveling
 LX0475.and adjusted by the National Geodetic Survey in 1992..
 LX0475.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0475.rate of 0.0 thru 1.0 mm/km.
 LX0475
 LX0475.The geoid height was determined by GEOID03.
 LX0475
 LX0475.The dynamic height is computed by dividing the NAVD 88
 LX0475.geopotential number by the normal gravity value computed on the
 LX0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0475.degrees latitude (g = 980.6199 gals.).
 LX0475
 LX0475.The modeled gravity was interpolated from observed gravity values.
 LX0475
 LX0475;                    North         East    Units  Estimated Accuracy
 LX0475;SPC CT       -   213,460.      294,320.      MT  (+/- 180 meters Scaled)
 LX0475
 LX0475                          SUPERSEDED SURVEY CONTROL
 LX0475
 LX0475  NGVD 29 (??/??/92)    4.629  (m)           15.19   (f) ADJ UNCH    1 2
 LX0475
 LX0475.Superseded values are not recommended for survey control.
 LX0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0475.See file dsdata.txt to determine how the superseded data were derived.
 LX0475
 LX0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL776834(NAD 83)
 LX0475_MARKER: DB = BENCH MARK DISK
 LX0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0475_STAMPING: 15.187 S 6 1923
 LX0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0475+STABILITY: SURFACE MOTION
 LX0475
 LX0475  HISTORY     - Date     Condition        Report By
 LX0475  HISTORY     - 1923     MONUMENTED       CGS
 LX0475  HISTORY     - 1934     GOOD             NGS
 LX0475  HISTORY     - 1978     MARK NOT FOUND   USPSQD
 LX0475  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX0475
 LX0475                          STATION DESCRIPTION
 LX0475
 LX0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0475'0.5 MI SW FROM NORTH HAVEN.
 LX0475'AT NORTH HAVEN, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0475'AND HARTFORD RAILROAD, ABOUT 1/2 MILE SOUTHWEST OF THE STATION,
 LX0475'0.5 MILE NORTHEAST OF THE INTERSECTION OF STATE STREET AND
 LX0475'DIXWELL AVENUE, 30.9 FEET NORTHWEST OF THE NORTHWEST RAIL ON
 LX0475'THE OUTSIDE OF A CURVE, IN A NARROW LANE LEADING TO A GRADE
 LX0475'CROSSING, 7 FEET NORTHWEST OF THE SOUTHEAST CORNER OF A FENCE,
 LX0475'AND 1 FOOT NORTHEAST OF THE FENCE AND IN THE LANE.  A STANDARD
 LX0475'DISK, STAMPED 15.187 S 6 1923 AND SET IN THE TOP OF A CONCRETE
 LX0475'POST FLUSH WITH THE GROUND.
 LX0475
 LX0475                          STATION RECOVERY (1978)
 LX0475
 LX0475'RECOVERY NOTE BY US POWER SQUADRON 1978 (RW)
 LX0475'MARK NOT FOUND.
 LX0475
 LX0475                          STATION RECOVERY (1978)
 LX0475
 LX0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1706 ***********************************************************************
 LW1706  DESIGNATION -  S 62
 LW1706  PID         -  LW1706
 LW1706  STATE/COUNTY-  CT/WINDHAM
 LW1706  USGS QUAD   -  PLAINFIELD (1983)
 LW1706
 LW1706                         *CURRENT SURVEY CONTROL
 LW1706  ___________________________________________________________________
 LW1706* NAD 83(1986)-  41 41 14.     (N)    071 54 48.     (W)     SCALED    
 LW1706* NAVD 88     -        78.861  (meters)     258.73   (feet)  ADJUSTED  
 LW1706  ___________________________________________________________________
 LW1706  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW1706  DYNAMIC HT  -          78.834 (meters)     258.64  (feet)  COMP
 LW1706  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 LW1706
 LW1706  VERT ORDER  -  FIRST     CLASS II
 LW1706
 LW1706.The horizontal coordinates were scaled from a topographic map and have
 LW1706.an estimated accuracy of +/- 6 seconds.
 LW1706
 LW1706.The orthometric height was determined by differential leveling
 LW1706.and adjusted by the National Geodetic Survey in June 1991..
 LW1706
 LW1706.The geoid height was determined by GEOID03.
 LW1706
 LW1706.The dynamic height is computed by dividing the NAVD 88
 LW1706.geopotential number by the normal gravity value computed on the
 LW1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1706.degrees latitude (g = 980.6199 gals.).
 LW1706
 LW1706.The modeled gravity was interpolated from observed gravity values.
 LW1706
 LW1706;                    North         East    Units  Estimated Accuracy
 LW1706;SPC CT       -   247,570.      374,460.      MT  (+/- 180 meters Scaled)
 LW1706
 LW1706                          SUPERSEDED SURVEY CONTROL
 LW1706
 LW1706.No superseded survey control is available for this station.
 LW1706
 LW1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG575191(NAD 83)
 LW1706_MARKER: DB = BENCH MARK DISK
 LW1706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1706_SP_SET: HEADWALL OF CULVERT
 LW1706_STAMPING: S 62 1984
 LW1706_MARK LOGO: NGS   
 LW1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1706+STABILITY: SURFACE MOTION
 LW1706
 LW1706  HISTORY     - Date     Condition        Report By
 LW1706  HISTORY     - 1984     MONUMENTED       NGS
 LW1706  HISTORY     - 1986     GOOD             NGS
 LW1706  HISTORY     - 19961020 GOOD             USPSQD
 LW1706
 LW1706                          STATION DESCRIPTION
 LW1706
 LW1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1706'0.8 KM (0.5 MI) NORTH FROM PLAINFIELD.
 LW1706'0.8 KM (0.5 MI) NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1706'STATE HIGHWAY 14A WEST IN PLAINFIELD TO THE MARK ON THE RIGHT, IN TOP
 LW1706'OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 LW1706'HIGHWAY, 5.50 METERS (18.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LW1706'20.72 METERS (68.0 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 LW1706'JUNCTION OF TERRACE DRIVE, 18.0 METERS (59.0 FT) NORTH-NORTHEAST AND
 LW1706'ACROSS A PAVED DRIVEWAY FROM POWER POLE 305.
 LW1706'THE MARK IS 0.51 METERS  E FROM A WITNESS POST.
 LW1706'THE MARK IS 0.18 M BELOW HIGHWAY.
 LW1706
 LW1706                          STATION RECOVERY (1986)
 LW1706
 LW1706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1706'RECOVERED IN GOOD CONDITION.  THE 1984 DESCRIPTION IS ADEQUATE WITH
 LW1706'THE FOLLOWING DELETION.  DELETE 0.51 METERS EAST FROM A WITNESS POST.
 LW1706
 LW1706                          STATION RECOVERY (1996)
 LW1706
 LW1706'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2081 ***********************************************************************
 LX2081  DESIGNATION -  S 63
 LX2081  PID         -  LX2081
 LX2081  STATE/COUNTY-  CT/TOLLAND
 LX2081  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2081
 LX2081                         *CURRENT SURVEY CONTROL
 LX2081  ___________________________________________________________________
 LX2081* NAD 83(1986)-  41 58 12.     (N)    072 21 29.     (W)     SCALED    
 LX2081* NAVD 88     -       167.395  (meters)     549.20   (feet)  ADJUSTED  
 LX2081  ___________________________________________________________________
 LX2081  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2081  DYNAMIC HT  -         167.343 (meters)     549.02  (feet)  COMP
 LX2081  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LX2081
 LX2081  VERT ORDER  -  FIRST     CLASS II
 LX2081
 LX2081.The horizontal coordinates were scaled from a topographic map and have
 LX2081.an estimated accuracy of +/- 6 seconds.
 LX2081
 LX2081.The orthometric height was determined by differential leveling
 LX2081.and adjusted by the National Geodetic Survey in June 1991..
 LX2081
 LX2081.The geoid height was determined by GEOID03.
 LX2081
 LX2081.The dynamic height is computed by dividing the NAVD 88
 LX2081.geopotential number by the normal gravity value computed on the
 LX2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2081.degrees latitude (g = 980.6199 gals.).
 LX2081
 LX2081.The modeled gravity was interpolated from observed gravity values.
 LX2081
 LX2081;                    North         East    Units  Estimated Accuracy
 LX2081;SPC CT       -   278,710.      337,290.      MT  (+/- 180 meters Scaled)
 LX2081
 LX2081                          SUPERSEDED SURVEY CONTROL
 LX2081
 LX2081.No superseded survey control is available for this station.
 LX2081
 LX2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM189498(NAD 83)
 LX2081_MARKER: DB = BENCH MARK DISK
 LX2081_SETTING: 66 = SET IN ROCK OUTCROP
 LX2081_SP_SET: ROCK OUTCROP
 LX2081_STAMPING: S 63 1984
 LX2081_MARK LOGO: NGS   
 LX2081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2081+STABILITY: POSITION/ELEVATION WELL
 LX2081
 LX2081  HISTORY     - Date     Condition        Report By
 LX2081  HISTORY     - 1984     MONUMENTED       NGS
 LX2081  HISTORY     - 20041016 GOOD             GEOCAC
 LX2081
 LX2081                          STATION DESCRIPTION
 LX2081
 LX2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2081'6.3 KM (3.9 MI) EAST FROM SOMERS.
 LX2081'6.3 KM (3.9 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2081'SOMERS TO THE MARK ON THE RIGHT, IN TOP OF A 4.02 METER (13.2 FT) LONG
 LX2081'ROCK LEDGE, ALSO 6.0 KM (3.7 MI) WEST ALONG STATE HIGHWAY 190 FROM THE
 LX2081'TOWN HALL IN STAFFORD SPRINGS, 17.98 METERS (59.0 FT) SOUTH OF THE
 LX2081'CENTERLINE OF THE HIGHWAY, 4.36 METERS (14.3 FT) WEST OF THE WEST CURB
 LX2081'OF STATE HIGHWAY 30, 10.09 METERS (33.1 FT) SOUTH OF UTILITY POLE 879,
 LX2081'0.18 METER (0.6 FT) WEST OF THE EAST EDGE OF THE LEDGE.
 LX2081'THE MARK IS 0.7 M ABOVE HIGHWAY.
 LX2081
 LX2081                          STATION RECOVERY (2004)
 LX2081
 LX2081'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LX2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2130 ***********************************************************************
 LX2130  DESIGNATION -  S 64
 LX2130  PID         -  LX2130
 LX2130  STATE/COUNTY-  CT/NEW LONDON
 LX2130  USGS QUAD   -  SCOTLAND (1983)
 LX2130
 LX2130                         *CURRENT SURVEY CONTROL
 LX2130  ___________________________________________________________________
 LX2130* NAD 83(1986)-  41 37 39.     (N)    072 07 16.     (W)     SCALED    
 LX2130* NAVD 88     -        57.679  (meters)     189.24   (feet)  ADJUSTED  
 LX2130  ___________________________________________________________________
 LX2130  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX2130  DYNAMIC HT  -          57.659 (meters)     189.17  (feet)  COMP
 LX2130  MODELED GRAV-     980,277.9   (mgal)                       NAVD 88
 LX2130
 LX2130  VERT ORDER  -  FIRST     CLASS II
 LX2130
 LX2130.The horizontal coordinates were scaled from a topographic map and have
 LX2130.an estimated accuracy of +/- 6 seconds.
 LX2130
 LX2130.The orthometric height was determined by differential leveling
 LX2130.and adjusted by the National Geodetic Survey in June 1991..
 LX2130
 LX2130.The geoid height was determined by GEOID03.
 LX2130
 LX2130.The dynamic height is computed by dividing the NAVD 88
 LX2130.geopotential number by the normal gravity value computed on the
 LX2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2130.degrees latitude (g = 980.6199 gals.).
 LX2130
 LX2130.The modeled gravity was interpolated from observed gravity values.
 LX2130
 LX2130;                    North         East    Units  Estimated Accuracy
 LX2130;SPC CT       -   240,790.      357,210.      MT  (+/- 180 meters Scaled)
 LX2130
 LX2130                          SUPERSEDED SURVEY CONTROL
 LX2130
 LX2130.No superseded survey control is available for this station.
 LX2130
 LX2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM398124(NAD 83)
 LX2130_MARKER: DB = BENCH MARK DISK
 LX2130_SETTING: 66 = SET IN ROCK OUTCROP
 LX2130_SP_SET: ROCK OUTCROP
 LX2130_STAMPING: S 64 1984
 LX2130_MARK LOGO: NGS   
 LX2130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2130+STABILITY: POSITION/ELEVATION WELL
 LX2130
 LX2130  HISTORY     - Date     Condition        Report By
 LX2130  HISTORY     - 1984     MONUMENTED       NGS
 LX2130  HISTORY     - 19901008 GOOD             USPSQD
 LX2130
 LX2130                          STATION DESCRIPTION
 LX2130
 LX2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2130'4.0 KM (2.5 MI) WNW FROM BALTIC.
 LX2130'4.0 KM (2.5 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 207 FROM THE
 LX2130'JUNCTION OF STATE HIGHWAY 97 IN BALTIC TO THE MARK ON THE LEFT, IN TOP
 LX2130'OF EXPOSED BEDROCK ON THE SOUTHEAST SIDE OF THE CENTER ONE OF SIX
 LX2130'ENTRANCE DRIVES TO THE PAUTIPAUG CEMETERY, ALSO 4.1 KM (2.55 MI)
 LX2130'EAST-SOUTHEAST ALONG STATE HIGHWAY 207 FROM THE JUNCTION OF STATE
 LX2130'HIGHWAY 32 IN NORTH FRANKLIN, 13.25 METERS (43.5 FT) SOUTHWEST OF THE
 LX2130'CENTERLINE OF THE HIGHWAY, 10.82 METERS (35.5 FT) WEST OF BRACE POLE
 LX2130'144S WITH 2 GUY WIRES, 4.02 METERS (13.2 FT) EAST OF THE SOUTHEAST
 LX2130'CONCRETE ENTRANCE POST OF THE CEMETERY INSCRIBED PAUTIPAUG.
 LX2130'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2130
 LX2130                          STATION RECOVERY (1990)
 LX2130
 LX2130'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2159 ***********************************************************************
 LX2159  DESIGNATION -  S 65
 LX2159  PID         -  LX2159
 LX2159  STATE/COUNTY-  CT/TOLLAND
 LX2159  USGS QUAD   -  MARLBOROUGH (1984)
 LX2159
 LX2159                         *CURRENT SURVEY CONTROL
 LX2159  ___________________________________________________________________
 LX2159* NAD 83(1986)-  41 44 54.     (N)    072 23 31.     (W)     SCALED    
 LX2159* NAVD 88     -       108.817  (meters)     357.01   (feet)  ADJUSTED  
 LX2159  ___________________________________________________________________
 LX2159  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX2159  DYNAMIC HT  -         108.780 (meters)     356.89  (feet)  COMP
 LX2159  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 LX2159
 LX2159  VERT ORDER  -  FIRST     CLASS II
 LX2159
 LX2159.The horizontal coordinates were scaled from a topographic map and have
 LX2159.an estimated accuracy of +/- 6 seconds.
 LX2159
 LX2159.The orthometric height was determined by differential leveling
 LX2159.and adjusted by the National Geodetic Survey in June 1991..
 LX2159
 LX2159.The geoid height was determined by GEOID03.
 LX2159
 LX2159.The dynamic height is computed by dividing the NAVD 88
 LX2159.geopotential number by the normal gravity value computed on the
 LX2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2159.degrees latitude (g = 980.6199 gals.).
 LX2159
 LX2159.The modeled gravity was interpolated from observed gravity values.
 LX2159
 LX2159;                    North         East    Units  Estimated Accuracy
 LX2159;SPC CT       -   254,080.      334,580.      MT  (+/- 180 meters Scaled)
 LX2159
 LX2159                          SUPERSEDED SURVEY CONTROL
 LX2159
 LX2159.No superseded survey control is available for this station.
 LX2159
 LX2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM168251(NAD 83)
 LX2159_MARKER: DB = BENCH MARK DISK
 LX2159_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2159_SP_SET: HEADWALL
 LX2159_STAMPING: S 65 1984
 LX2159_MARK LOGO: NGS   
 LX2159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2159+STABILITY: POSITION/ELEVATION WELL
 LX2159
 LX2159  HISTORY     - Date     Condition        Report By
 LX2159  HISTORY     - 1984     MONUMENTED       NGS
 LX2159  HISTORY     - 20020129 GOOD             USPSQD
 LX2159
 LX2159                          STATION DESCRIPTION
 LX2159
 LX2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2159'1.7 KM (1.05 MI) NW FROM ANDOVER.
 LX2159'1.7 KM (1.05 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LX2159'IN ANDOVER TO THE MARK ON THE RIGHT, IN TOP AND NEAR THE NORTHWEST END
 LX2159'OF THE NORTHEAST HEADWALL OF A BRIDGE, ON BEDROCK, OVER BURNAP BROOK,
 LX2159'7.47 METERS (24.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2159'4.57 METERS (15.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 LX2159'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2159
 LX2159                          STATION RECOVERY (2002)
 LX2159
 LX2159'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2114 ***********************************************************************
 LX2114  DESIGNATION -  S 66
 LX2114  PID         -  LX2114
 LX2114  STATE/COUNTY-  CT/WINDHAM
 LX2114  USGS QUAD   -  EASTFORD (1983)
 LX2114
 LX2114                         *CURRENT SURVEY CONTROL
 LX2114  ___________________________________________________________________
 LX2114* NAD 83(1986)-  41 58 40.     (N)    072 02 07.     (W)     SCALED    
 LX2114* NAVD 88     -       237.955  (meters)     780.69   (feet)  ADJUSTED  
 LX2114  ___________________________________________________________________
 LX2114  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2114  DYNAMIC HT  -         237.876 (meters)     780.43  (feet)  COMP
 LX2114  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX2114
 LX2114  VERT ORDER  -  FIRST     CLASS II
 LX2114
 LX2114.The horizontal coordinates were scaled from a topographic map and have
 LX2114.an estimated accuracy of +/- 6 seconds.
 LX2114
 LX2114.The orthometric height was determined by differential leveling
 LX2114.and adjusted by the National Geodetic Survey in June 1991..
 LX2114
 LX2114.The geoid height was determined by GEOID03.
 LX2114
 LX2114.The dynamic height is computed by dividing the NAVD 88
 LX2114.geopotential number by the normal gravity value computed on the
 LX2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2114.degrees latitude (g = 980.6199 gals.).
 LX2114
 LX2114.The modeled gravity was interpolated from observed gravity values.
 LX2114
 LX2114;                    North         East    Units  Estimated Accuracy
 LX2114;SPC CT       -   279,750.      364,040.      MT  (+/- 180 meters Scaled)
 LX2114
 LX2114                          SUPERSEDED SURVEY CONTROL
 LX2114
 LX2114.No superseded survey control is available for this station.
 LX2114
 LX2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM456515(NAD 83)
 LX2114_MARKER: DB = BENCH MARK DISK
 LX2114_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2114_SP_SET: HEADWALL
 LX2114_STAMPING: S 66 1984
 LX2114_MARK LOGO: NGS   
 LX2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2114+STABILITY: SURFACE MOTION
 LX2114
 LX2114  HISTORY     - Date     Condition        Report By
 LX2114  HISTORY     - 1984     MONUMENTED       NGS
 LX2114  HISTORY     - 19961117 GOOD             USPSQD
 LX2114
 LX2114                          STATION DESCRIPTION
 LX2114
 LX2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2114'4.1 KM (2.55 MI) WEST FROM NORTH WOODSTOCK.
 LX2114'4.1 KM (2.55 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2114'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT, IN TOP
 LX2114'OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE
 LX2114'HIGHWAY, 5.79 METERS (19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2114'HIGHWAY, 0.43 METER (1.4 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX2114'HEADWALL.
 LX2114'THE MARK IS 1.4 METERS  SE FROM A WITNESS POST.
 LX2114'THE MARK IS 0.1 M BELOW HIGHWAY.
 LX2114
 LX2114                          STATION RECOVERY (1996)
 LX2114
 LX2114'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2221 ***********************************************************************
 LX2221  DESIGNATION -  S 67
 LX2221  PID         -  LX2221
 LX2221  STATE/COUNTY-  CT/MIDDLESEX
 LX2221  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX2221
 LX2221                         *CURRENT SURVEY CONTROL
 LX2221  ___________________________________________________________________
 LX2221* NAD 83(1986)-  41 30 12.     (N)    072 34 24.     (W)     SCALED    
 LX2221* NAVD 88     -        35.193  (meters)     115.46   (feet)  ADJUSTED  
 LX2221  ___________________________________________________________________
 LX2221  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX2221  DYNAMIC HT  -          35.181 (meters)     115.42  (feet)  COMP
 LX2221  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX2221
 LX2221  VERT ORDER  -  FIRST     CLASS II
 LX2221
 LX2221.The horizontal coordinates were scaled from a topographic map and have
 LX2221.an estimated accuracy of +/- 6 seconds.
 LX2221
 LX2221.The orthometric height was determined by differential leveling
 LX2221.and adjusted by the National Geodetic Survey in June 1991..
 LX2221
 LX2221.The geoid height was determined by GEOID03.
 LX2221
 LX2221.The dynamic height is computed by dividing the NAVD 88
 LX2221.geopotential number by the normal gravity value computed on the
 LX2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2221.degrees latitude (g = 980.6199 gals.).
 LX2221
 LX2221.The modeled gravity was interpolated from observed gravity values.
 LX2221
 LX2221;                    North         East    Units  Estimated Accuracy
 LX2221;SPC CT       -   226,820.      319,550.      MT  (+/- 180 meters Scaled)
 LX2221
 LX2221                          SUPERSEDED SURVEY CONTROL
 LX2221
 LX2221.No superseded survey control is available for this station.
 LX2221
 LX2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL025974(NAD 83)
 LX2221_MARKER: DB = BENCH MARK DISK
 LX2221_SETTING: 66 = SET IN ROCK OUTCROP
 LX2221_SP_SET: ROCK OUTCROP
 LX2221_STAMPING: S 67 1984
 LX2221_MARK LOGO: NGS   
 LX2221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2221+STABILITY: POSITION/ELEVATION WELL
 LX2221
 LX2221  HISTORY     - Date     Condition        Report By
 LX2221  HISTORY     - 1984     MONUMENTED       NGS
 LX2221
 LX2221                          STATION DESCRIPTION
 LX2221
 LX2221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2221'9.5 KM (5.9 MI) SE FROM MIDDLETOWN.
 LX2221'9.5 KM (5.9 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2221'MIDDLETOWN TO THE MARK ON THE RIGHT, IN A LOWER SHELF OF A ROCK CUT,
 LX2221'5.79 METERS (19.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2221'35.05 METERS (115.0 FT) NORTHWEST OF THE CENTER OF THAYER ROAD,
 LX2221'1.46 METERS (4.8 FT) SOUTH OF THE SOUTH CORNER OF A METAL CATCH BASIN.
 LX2221'THE MARK IS 0.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2238 ***********************************************************************
 LX2238  DESIGNATION -  S 69
 LX2238  PID         -  LX2238
 LX2238  STATE/COUNTY-  CT/MIDDLESEX
 LX2238  USGS QUAD   -  DEEP RIVER (1971)
 LX2238
 LX2238                         *CURRENT SURVEY CONTROL
 LX2238  ___________________________________________________________________
 LX2238* NAD 83(1986)-  41 25 30.     (N)    072 26 55.     (W)     SCALED    
 LX2238* NAVD 88     -        24.142  (meters)      79.21   (feet)  ADJUSTED  
 LX2238  ___________________________________________________________________
 LX2238  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX2238  DYNAMIC HT  -          24.134 (meters)      79.18  (feet)  COMP
 LX2238  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX2238
 LX2238  VERT ORDER  -  FIRST     CLASS II
 LX2238
 LX2238.The horizontal coordinates were scaled from a topographic map and have
 LX2238.an estimated accuracy of +/- 6 seconds.
 LX2238
 LX2238.The orthometric height was determined by differential leveling
 LX2238.and adjusted by the National Geodetic Survey in June 1991..
 LX2238
 LX2238.The geoid height was determined by GEOID03.
 LX2238
 LX2238.The dynamic height is computed by dividing the NAVD 88
 LX2238.geopotential number by the normal gravity value computed on the
 LX2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2238.degrees latitude (g = 980.6199 gals.).
 LX2238
 LX2238.The modeled gravity was interpolated from observed gravity values.
 LX2238
 LX2238;                    North         East    Units  Estimated Accuracy
 LX2238;SPC CT       -   218,150.      329,990.      MT  (+/- 180 meters Scaled)
 LX2238
 LX2238                          SUPERSEDED SURVEY CONTROL
 LX2238
 LX2238.No superseded survey control is available for this station.
 LX2238
 LX2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL132890(NAD 83)
 LX2238_MARKER: DB = BENCH MARK DISK
 LX2238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2238_SP_SET: HEADWALL
 LX2238_STAMPING: S 69 1984
 LX2238_MARK LOGO: NGS   
 LX2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2238+STABILITY: SURFACE MOTION
 LX2238
 LX2238  HISTORY     - Date     Condition        Report By
 LX2238  HISTORY     - 1984     MONUMENTED       NGS
 LX2238  HISTORY     - 1989     GOOD             USPSQD
 LX2238  HISTORY     - 19900317 GOOD             USPSQD
 LX2238  HISTORY     - 1991     GOOD             USPSQD
 LX2238  HISTORY     - 19970210 GOOD             USPSQD
 LX2238
 LX2238                          STATION DESCRIPTION
 LX2238
 LX2238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2238'5.1 KM (3.2 MI) NORTH FROM DEEP RIVER.
 LX2238'5.1 KM (3.2 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2238'DEEP RIVER TO THE MARK ON THE RIGHT, IN THE SOUTHWEST END OF THE
 LX2238'HEADWALL OF A CULVERT, 9.4 METERS (31.0 FT) SOUTHWEST OF THE
 LX2238'CENTERLINE OF THE HIGHWAY, 7.1 METERS (23.5 FT) SOUTH-SOUTHWEST OF
 LX2238'POWER POLE 639.
 LX2238'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 LX2238'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2238
 LX2238                          STATION RECOVERY (1989)
 LX2238
 LX2238'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2238'RECOVERED IN GOOD CONDITION.
 LX2238
 LX2238                          STATION RECOVERY (1990)
 LX2238
 LX2238'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2238'RECOVERED IN GOOD CONDITION.
 LX2238
 LX2238                          STATION RECOVERY (1991)
 LX2238
 LX2238'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX2238'RECOVERED IN GOOD CONDITION.
 LX2238
 LX2238                          STATION RECOVERY (1997)
 LX2238
 LX2238'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2283 ***********************************************************************
 LX2283  DESIGNATION -  S 71
 LX2283  PID         -  LX2283
 LX2283  STATE/COUNTY-  CT/FAIRFIELD
 LX2283  USGS QUAD   -  POUND RIDGE (1971)
 LX2283
 LX2283                         *CURRENT SURVEY CONTROL
 LX2283  ___________________________________________________________________
 LX2283* NAD 83(1986)-  41 10 11.     (N)    073 33 46.     (W)     SCALED    
 LX2283* NAVD 88     -       136.922  (meters)     449.22   (feet)  ADJUSTED  
 LX2283  ___________________________________________________________________
 LX2283  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LX2283  DYNAMIC HT  -         136.875 (meters)     449.06  (feet)  COMP
 LX2283  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX2283
 LX2283  VERT ORDER  -  SECOND    CLASS I
 LX2283
 LX2283.The horizontal coordinates were scaled from a topographic map and have
 LX2283.an estimated accuracy of +/- 6 seconds.
 LX2283
 LX2283.The orthometric height was determined by differential leveling
 LX2283.and adjusted by the National Geodetic Survey in August 2006..
 LX2283.No vertical observational check was made to the station.
 LX2283
 LX2283.The geoid height was determined by GEOID03.
 LX2283
 LX2283.The dynamic height is computed by dividing the NAVD 88
 LX2283.geopotential number by the normal gravity value computed on the
 LX2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2283.degrees latitude (g = 980.6199 gals.).
 LX2283
 LX2283.The modeled gravity was interpolated from observed gravity values.
 LX2283
 LX2283;                    North         East    Units  Estimated Accuracy
 LX2283;SPC CT       -   190,080.      236,590.      MT  (+/- 180 meters Scaled)
 LX2283
 LX2283                          SUPERSEDED SURVEY CONTROL
 LX2283
 LX2283  NAVD 88 (06/15/91)  136.917  (m)          449.20   (f) UNKNOWN     1 2
 LX2283
 LX2283.Superseded values are not recommended for survey control.
 LX2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2283.See file dsdata.txt to determine how the superseded data were derived.
 LX2283
 LX2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL205585(NAD 83)
 LX2283_MARKER: DB = BENCH MARK DISK
 LX2283_SETTING: 66 = SET IN ROCK OUTCROP
 LX2283_SP_SET: ROCK OUTCROP
 LX2283_STAMPING: S 71 1985
 LX2283_MARK LOGO: NGS   
 LX2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2283+STABILITY: POSITION/ELEVATION WELL
 LX2283
 LX2283  HISTORY     - Date     Condition        Report By
 LX2283  HISTORY     - 1985     MONUMENTED       NGS
 LX2283  HISTORY     - 20040601 GOOD             NYDT
 LX2283  HISTORY     - 20050724 GOOD             TVGA
 LX2283
 LX2283                          STATION DESCRIPTION
 LX2283
 LX2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2283'2.2 KM (1.35 MI) SW FROM POUND RIDGE NY.
 LX2283'2.2 KM (1.35 MI) SOUTHWEST ALONG TRINITY PASS ROAD FROM THE POST
 LX2283'OFFICE IN POUND RIDGE, NY, THENCE 0.1 KM (0.05 MI) SOUTH ALONG STATE
 LX2283'HIGHWAY 137 TO THE MARK ON THE LEFT, IN A ROCK OUTCROP, 11.2 METERS
 LX2283'(36.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.0 METERS
 LX2283'(72.5 FT) SOUTH OF POWER POLE 408 WITH TWO GUY WIRES, 0.60 METER (2.0
 LX2283'FT) SOUTHEAST OF A ROCK WALL.
 LX2283'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX2283
 LX2283                          STATION RECOVERY (2004)
 LX2283
 LX2283'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX2283'RECOVERED IN GOOD CONDITION.
 LX2283
 LX2283                          STATION RECOVERY (2005)
 LX2283
 LX2283'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2005 (DD)
 LX2283'RECOVERY NOTE BY TVGA 2005 RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2281 ***********************************************************************
 LX2281  DESIGNATION -  S 72
 LX2281  PID         -  LX2281
 LX2281  STATE/COUNTY-  CT/FAIRFIELD
 LX2281  USGS QUAD   -  POUND RIDGE (1971)
 LX2281
 LX2281                         *CURRENT SURVEY CONTROL
 LX2281  ___________________________________________________________________
 LX2281* NAD 83(1986)-  41 08 44.     (N)    073 32 51.     (W)     SCALED    
 LX2281* NAVD 88     -       103.198  (meters)     338.58   (feet)  ADJUSTED  
 LX2281  ___________________________________________________________________
 LX2281  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX2281  DYNAMIC HT  -         103.162 (meters)     338.46  (feet)  COMP
 LX2281  MODELED GRAV-     980,277.8   (mgal)                       NAVD 88
 LX2281
 LX2281  VERT ORDER  -  FIRST     CLASS II
 LX2281
 LX2281.The horizontal coordinates were scaled from a topographic map and have
 LX2281.an estimated accuracy of +/- 6 seconds.
 LX2281
 LX2281.The orthometric height was determined by differential leveling
 LX2281.and adjusted by the National Geodetic Survey in June 1991..
 LX2281
 LX2281.The geoid height was determined by GEOID03.
 LX2281
 LX2281.The dynamic height is computed by dividing the NAVD 88
 LX2281.geopotential number by the normal gravity value computed on the
 LX2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2281.degrees latitude (g = 980.6199 gals.).
 LX2281
 LX2281.The modeled gravity was interpolated from observed gravity values.
 LX2281
 LX2281;                    North         East    Units  Estimated Accuracy
 LX2281;SPC CT       -   187,380.      237,850.      MT  (+/- 180 meters Scaled)
 LX2281
 LX2281                          SUPERSEDED SURVEY CONTROL
 LX2281
 LX2281.No superseded survey control is available for this station.
 LX2281
 LX2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL218559(NAD 83)
 LX2281_MARKER: DB = BENCH MARK DISK
 LX2281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2281_SP_SET: HEADWALL
 LX2281_STAMPING: S 72 1985
 LX2281_MARK LOGO: NGS   
 LX2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2281+STABILITY: SURFACE MOTION
 LX2281
 LX2281  HISTORY     - Date     Condition        Report By
 LX2281  HISTORY     - 1985     MONUMENTED       NGS
 LX2281
 LX2281                          STATION DESCRIPTION
 LX2281
 LX2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2281'1.3 KM (0.8 MI) NW FROM NORTH STAMFORD.
 LX2281'1.3 KM (0.8 MI) NORTHWEST ALONG STATE HIGHWAY 137 FROM THE JUNCTION OF
 LX2281'NORTH STAMFORD ROAD IN NORTH STAMFORD TO THE MARK ON THE LEFT, AT THE
 LX2281'JUNCTION OF PINNER LANE, IN TOP OF THE SOUTHWEST END OF A STORM DRAIN
 LX2281'HEADWALL, 5.33 METERS (17.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2281'13.41 METERS (44.0 FT) NORTH OF THE EXTENDED CENTER OF PINNER LANE,
 LX2281'6.40 METERS (21.0 FT) NORTH OF UTILITY POLE 322 WITH A STREET LAMP AND
 LX2281'TWO GUY WIRES.
 LX2281'THE MARK IS 0.61 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2326 ***********************************************************************
 LX2326  DESIGNATION -  S 73
 LX2326  PID         -  LX2326
 LX2326  STATE/COUNTY-  CT/FAIRFIELD
 LX2326  USGS QUAD   -  BOTSFORD (1984)
 LX2326
 LX2326                         *CURRENT SURVEY CONTROL
 LX2326  ___________________________________________________________________
 LX2326* NAD 83(1986)-  41 19 12.     (N)    073 16 10.     (W)     SCALED    
 LX2326* NAVD 88     -       113.251  (meters)     371.56   (feet)  ADJUSTED  
 LX2326  ___________________________________________________________________
 LX2326  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX2326  DYNAMIC HT  -         113.212 (meters)     371.43  (feet)  COMP
 LX2326  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 LX2326
 LX2326  VERT ORDER  -  FIRST     CLASS II
 LX2326
 LX2326.The horizontal coordinates were scaled from a topographic map and have
 LX2326.an estimated accuracy of +/- 6 seconds.
 LX2326
 LX2326.The orthometric height was determined by differential leveling
 LX2326.and adjusted by the National Geodetic Survey in June 1991..
 LX2326
 LX2326.The geoid height was determined by GEOID03.
 LX2326
 LX2326.The dynamic height is computed by dividing the NAVD 88
 LX2326.geopotential number by the normal gravity value computed on the
 LX2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2326.degrees latitude (g = 980.6199 gals.).
 LX2326
 LX2326.The modeled gravity was interpolated from observed gravity values.
 LX2326
 LX2326;                    North         East    Units  Estimated Accuracy
 LX2326;SPC CT       -   206,580.      261,310.      MT  (+/- 180 meters Scaled)
 LX2326
 LX2326                          SUPERSEDED SURVEY CONTROL
 LX2326
 LX2326.No superseded survey control is available for this station.
 LX2326
 LX2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL448757(NAD 83)
 LX2326_MARKER: DB = BENCH MARK DISK
 LX2326_SETTING: 66 = SET IN ROCK OUTCROP
 LX2326_SP_SET: ROCK OUTCROP
 LX2326_STAMPING: S 73 1985
 LX2326_MARK LOGO: NGS   
 LX2326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2326+STABILITY: POSITION/ELEVATION WELL
 LX2326
 LX2326  HISTORY     - Date     Condition        Report By
 LX2326  HISTORY     - 1985     MONUMENTED       NGS
 LX2326
 LX2326                          STATION DESCRIPTION
 LX2326
 LX2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2326'0.5 KM (0.3 MI) SW FROM UPPER STEPNEY.
 LX2326'0.5 KM (0.3 MI) SOUTHWEST ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 LX2326'STATE HIGHWAY 25 IN UPPER STEPNEY TO THE MARK ON THE LEFT, IN THE
 LX2326'FRONT LAWN OF THE YMCA, BETWEEN THE DRIVEWAY AND THE POND, 23.7 METERS
 LX2326'(78.0 FT) WEST OF THE CENTER OF THE DRIVEWAY.
 LX2326'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2352 ***********************************************************************
 LX2352  DESIGNATION -  S 74
 LX2352  PID         -  LX2352
 LX2352  STATE/COUNTY-  CT/FAIRFIELD
 LX2352  USGS QUAD   -  BOTSFORD (1984)
 LX2352
 LX2352                         *CURRENT SURVEY CONTROL
 LX2352  ___________________________________________________________________
 LX2352* NAD 83(1996)-  41 22 06.86076(N)    073 16 14.67498(W)     ADJUSTED  
 LX2352* NAVD 88     -       124.422  (meters)     408.21   (feet)  ADJUSTED  
 LX2352  ___________________________________________________________________
 LX2352  X           -   1,379,867.025 (meters)                     COMP
 LX2352  Y           -  -4,590,818.060 (meters)                     COMP
 LX2352  Z           -   4,193,291.617 (meters)                     COMP
 LX2352  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 LX2352  ELLIP HEIGHT-          94.85  (meters)          (06/04/02) GPS OBS
 LX2352  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2352  DYNAMIC HT  -         124.380 (meters)     408.07  (feet)  COMP
 LX2352  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX2352
 LX2352  HORZ ORDER  -  FIRST
 LX2352  VERT ORDER  -  FIRST     CLASS II
 LX2352  ELLP ORDER  -  FOURTH    CLASS I
 LX2352
 LX2352.The horizontal coordinates were established by GPS observations
 LX2352.and adjusted by the National Geodetic Survey in May 2000..
 LX2352
 LX2352.The orthometric height was determined by differential leveling
 LX2352.and adjusted by the National Geodetic Survey in June 1991..
 LX2352
 LX2352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2352
 LX2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2352
 LX2352.The ellipsoidal height was determined by GPS observations
 LX2352.and is referenced to NAD 83.
 LX2352
 LX2352.The geoid height was determined by GEOID03.
 LX2352
 LX2352.The dynamic height is computed by dividing the NAVD 88
 LX2352.geopotential number by the normal gravity value computed on the
 LX2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2352.degrees latitude (g = 980.6199 gals.).
 LX2352
 LX2352.The modeled gravity was interpolated from observed gravity values.
 LX2352
 LX2352;                    North         East     Units Scale Factor Converg.
 LX2352;SPC CT       -   211,973.915   261,233.586   MT  0.99998727   -0 20 43.0
 LX2352;SPC CT       -   695,451.09    857,063.86   sFT  0.99998727   -0 20 43.0
 LX2352;UTM  18      - 4,581,116.026   644,622.814   MT  0.99985741   +1 08 35.0
 LX2352
 LX2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2352!SPC CT       -   0.99998512  x   0.99998727  =   0.99997239
 LX2352!UTM  18      -   0.99998512  x   0.99985741  =   0.99984253
 LX2352
 LX2352                          SUPERSEDED SURVEY CONTROL
 LX2352
 LX2352  NAVD 88 (05/22/00)  124.42   (m)          408.2    (f) LEVELING    3  
 LX2352
 LX2352.Superseded values are not recommended for survey control.
 LX2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2352.See file dsdata.txt to determine how the superseded data were derived.
 LX2352
 LX2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4462381116(NAD 83)
 LX2352_MARKER: I = METAL ROD
 LX2352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2352_SP_SET: STAINLESS STEEL ROD
 LX2352_STAMPING: S 74 1985
 LX2352_MARK LOGO: NGS   
 LX2352_PROJECTION: FLUSH
 LX2352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2352+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1999
 LX2352_ROD/PIPE-DEPTH: 4.4  meters
 LX2352
 LX2352  HISTORY     - Date     Condition        Report By
 LX2352  HISTORY     - 1985     MONUMENTED       NGS
 LX2352  HISTORY     - 19910730 GOOD             USPSQD
 LX2352  HISTORY     - 19991206 GOOD             WOOLPT
 LX2352
 LX2352                          STATION DESCRIPTION
 LX2352
 LX2352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2352'6.4 KM (4.0 MI) SE FROM NEWTOWN.
 LX2352'6.4 KM (3.95 MI) SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION OF
 LX2352'U.S. HIGHWAYS 6 AND 202 IN NEWTOWN TO THE MARK ON THE LEFT, AT THE
 LX2352'JUNCTION OF BUTTON SHOP ROAD, 9.60 METERS (31.5 FT) SOUTHEAST OF THE
 LX2352'CENTERLINE OF THE HIGHWAY, 11.58 METERS (38.0 FT) SOUTH-SOUTHWEST OF
 LX2352'THE CENTER OF BUTTON SHOP ROAD, 1.92 METERS (6.3 FT) SOUTH-SOUTHEAST
 LX2352'OF ROAD SIGN (BUTTON SHOP ROAD), 1.22 METERS (4.0 FT) SOUTH-SOUTHWEST
 LX2352'OF UTILITY POLE 604 WITH ONE GUY WIRE. NOTE--ACCESS TO DATUM POINT IS
 LX2352'HAD THROUGH A 5-INCH LOGO CAP.
 LX2352'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2352
 LX2352                          STATION RECOVERY (1991)
 LX2352
 LX2352'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2352'RECOVERED IN GOOD CONDITION.
 LX2352
 LX2352                          STATION RECOVERY (1999)
 LX2352
 LX2352'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX2352'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2478 ***********************************************************************
 LX2478  DESIGNATION -  S 75
 LX2478  PID         -  LX2478
 LX2478  STATE/COUNTY-  CT/LITCHFIELD
 LX2478  USGS QUAD   -  THOMASTON (1976)
 LX2478
 LX2478                         *CURRENT SURVEY CONTROL
 LX2478  ___________________________________________________________________
 LX2478* NAD 83(1986)-  41 37 56.     (N)    073 04 37.     (W)     SCALED    
 LX2478* NAVD 88     -       102.012  (meters)     334.68   (feet)  ADJUSTED  
 LX2478  ___________________________________________________________________
 LX2478  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX2478  DYNAMIC HT  -         101.979 (meters)     334.58  (feet)  COMP
 LX2478  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 LX2478
 LX2478  VERT ORDER  -  FIRST     CLASS II
 LX2478
 LX2478.The horizontal coordinates were scaled from a topographic map and have
 LX2478.an estimated accuracy of +/- 6 seconds.
 LX2478
 LX2478.The orthometric height was determined by differential leveling
 LX2478.and adjusted by the National Geodetic Survey in June 1991..
 LX2478
 LX2478.The geoid height was determined by GEOID03.
 LX2478
 LX2478.The dynamic height is computed by dividing the NAVD 88
 LX2478.geopotential number by the normal gravity value computed on the
 LX2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2478.degrees latitude (g = 980.6199 gals.).
 LX2478
 LX2478.The modeled gravity was interpolated from observed gravity values.
 LX2478
 LX2478;                    North         East    Units  Estimated Accuracy
 LX2478;SPC CT       -   241,180.      277,560.      MT  (+/- 180 meters Scaled)
 LX2478
 LX2478                          SUPERSEDED SURVEY CONTROL
 LX2478
 LX2478.No superseded survey control is available for this station.
 LX2478
 LX2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM601107(NAD 83)
 LX2478_MARKER: DB = BENCH MARK DISK
 LX2478_SETTING: 66 = SET IN ROCK OUTCROP
 LX2478_SP_SET: ROCK CUT
 LX2478_STAMPING: S 75 1985
 LX2478_MARK LOGO: NGS   
 LX2478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2478+STABILITY: POSITION/ELEVATION WELL
 LX2478
 LX2478  HISTORY     - Date     Condition        Report By
 LX2478  HISTORY     - 1985     MONUMENTED       NGS
 LX2478
 LX2478                          STATION DESCRIPTION
 LX2478
 LX2478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2478'2.3 KM (1.45 MI) SOUTH FROM THOMASTON.
 LX2478'2.3 KM (1.45 MI) SOUTH ALONG COUNTY ROUTE 848 FROM THE SOUTH END OF
 LX2478'THE BRIDGE OVER THE NAUGATUCK RIVER IN THOMASTON TO THE MARK ON THE
 LX2478'LEFT, IN TOP OF THE BASE OF A MASSIVE ROCK CUT, 5.79 METERS (19.0 FT)
 LX2478'EAST OF THE CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.5 FT)
 LX2478'NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE 1143, 24.07 METERS
 LX2478'(79.0 FT) SOUTH OF THE NORTH END OF THE ROCK CUT.
 LX2478'THE MARK IS 0.15 METERS  S FROM  A WITNESS POST
 LX2478'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2720 ***********************************************************************
 LX2720  DESIGNATION -  S 76
 LX2720  PID         -  LX2720
 LX2720  STATE/COUNTY-  CT/HARTFORD
 LX2720  USGS QUAD   -  HARTFORD NORTH (1992)
 LX2720
 LX2720                         *CURRENT SURVEY CONTROL
 LX2720  ___________________________________________________________________
 LX2720* NAD 83(1986)-  41 46 37.     (N)    072 40 55.     (W)     SCALED    
 LX2720* NAVD 88     -        15.081  (meters)      49.48   (feet)  ADJUSTED  
 LX2720  ___________________________________________________________________
 LX2720  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX2720  DYNAMIC HT  -          15.077 (meters)      49.47  (feet)  COMP
 LX2720  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 LX2720
 LX2720  VERT ORDER  -  FIRST     CLASS II
 LX2720
 LX2720.The horizontal coordinates were scaled from a topographic map and have
 LX2720.an estimated accuracy of +/- 6 seconds.
 LX2720
 LX2720.The orthometric height was determined by differential leveling
 LX2720.and adjusted by the National Geodetic Survey in June 1991..
 LX2720
 LX2720.The geoid height was determined by GEOID03.
 LX2720
 LX2720.The dynamic height is computed by dividing the NAVD 88
 LX2720.geopotential number by the normal gravity value computed on the
 LX2720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2720.degrees latitude (g = 980.6199 gals.).
 LX2720
 LX2720.The modeled gravity was interpolated from observed gravity values.
 LX2720
 LX2720;                    North         East    Units  Estimated Accuracy
 LX2720;SPC CT       -   257,200.      310,460.      MT  (+/- 180 meters Scaled)
 LX2720
 LX2720                          SUPERSEDED SURVEY CONTROL
 LX2720
 LX2720.No superseded survey control is available for this station.
 LX2720
 LX2720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM926276(NAD 83)
 LX2720_MARKER: I = METAL ROD
 LX2720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2720_SP_SET: STAINLESS STEEL ROD
 LX2720_STAMPING: S 76 1985
 LX2720_MARK LOGO: NGS   
 LX2720_PROJECTION: FLUSH
 LX2720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2720_ROD/PIPE-DEPTH: 13.8 meters
 LX2720
 LX2720  HISTORY     - Date     Condition        Report By
 LX2720  HISTORY     - 1985     MONUMENTED       NGS
 LX2720
 LX2720                          STATION DESCRIPTION
 LX2720
 LX2720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2720'IN HARTFORD.
 LX2720'IN HARTFORD, 1.4 KM (0.9 MI) EAST ALONG U.S. HIGHWAY 44 (ALBANY
 LX2720'AVENUE) FROM THE JUNCTION OF STATE HIGHWAY 187 TO THE MARK ON THE
 LX2720'LEFT, DIRECTLY NORTHWEST AND ACROSS THE HIGHWAY FROM THE JUNCTION OF
 LX2720'WILLIAMS STREET, AT THE SOUTHWEST CORNER OF A CHAIN LINK FENCE OF THE
 LX2720'EAST PARKING LOT OF THE SHILOH BAPTIST CHURCH, 4.81 METERS (15.8 FT)
 LX2720'NORTH OF THE NORTH CURB OF THE HIGHWAY, 11.0 METERS (36.0 FT) WEST OF
 LX2720'THE EXTENDED CENTERLINE OF WILLIAMS STREET, 3.90 METERS (12.8 FT)
 LX2720'SOUTH OF THE SOUTHEAST CORNER OF THE CHURCH WITH CORNER STONE,
 LX2720'0.24 METER (0.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAIN
 LX2720'LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2720'CAP.
 LX2720'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2506 ***********************************************************************
 LX2506  DESIGNATION -  S 77
 LX2506  PID         -  LX2506
 LX2506  STATE/COUNTY-  CT/NEW HAVEN
 LX2506  USGS QUAD   -  NAUGATUCK (1984)
 LX2506
 LX2506                         *CURRENT SURVEY CONTROL
 LX2506  ___________________________________________________________________
 LX2506* NAD 83(1986)-  41 28 05.     (N)    073 03 05.     (W)     SCALED    
 LX2506* NAVD 88     -        58.662  (meters)     192.46   (feet)  ADJUSTED  
 LX2506  ___________________________________________________________________
 LX2506  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX2506  DYNAMIC HT  -          58.643 (meters)     192.40  (feet)  COMP
 LX2506  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 LX2506
 LX2506  VERT ORDER  -  FIRST     CLASS II
 LX2506
 LX2506.The horizontal coordinates were scaled from a topographic map and have
 LX2506.an estimated accuracy of +/- 6 seconds.
 LX2506
 LX2506.The orthometric height was determined by differential leveling
 LX2506.and adjusted by the National Geodetic Survey in June 1991..
 LX2506
 LX2506.The geoid height was determined by GEOID03.
 LX2506
 LX2506.The dynamic height is computed by dividing the NAVD 88
 LX2506.geopotential number by the normal gravity value computed on the
 LX2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2506.degrees latitude (g = 980.6199 gals.).
 LX2506
 LX2506.The modeled gravity was interpolated from observed gravity values.
 LX2506
 LX2506;                    North         East    Units  Estimated Accuracy
 LX2506;SPC CT       -   222,940.      279,620.      MT  (+/- 180 meters Scaled)
 LX2506
 LX2506                          SUPERSEDED SURVEY CONTROL
 LX2506
 LX2506.No superseded survey control is available for this station.
 LX2506
 LX2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL627925(NAD 83)
 LX2506_MARKER: DB = BENCH MARK DISK
 LX2506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2506_SP_SET: BRIDGE ABUTMENT
 LX2506_STAMPING: S 77 1985
 LX2506_MARK LOGO: NGS   
 LX2506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2506
 LX2506  HISTORY     - Date     Condition        Report By
 LX2506  HISTORY     - 1985     MONUMENTED       NGS
 LX2506  HISTORY     - 19910504 GOOD             USPSQD
 LX2506  HISTORY     - 19971018 GOOD             USPSQD
 LX2506
 LX2506                          STATION DESCRIPTION
 LX2506
 LX2506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2506'1.8 KM (1.1 MI) SOUTH FROM NAUGATUCK.
 LX2506'1.8 KM (1.1 MI) SOUTH ALONG STATE HIGHWAY 8 FROM THE UNDERPASS OF
 LX2506'STATE HIGHWAY 63 IN NAUGATUCK TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2506'WEST END OF THE NORTH ABUTMENT OF THE SOUTH BOUND BRIDGE OVER CROSS
 LX2506'STREET, 7.62 METERS (25.0 FT) WEST OF THE CENTERLINE OF THE SOUTH
 LX2506'BOUND LANE OF THE HIGHWAY, 1.25 METERS (4.1 FT) SOUTH OF THE NORTH END
 LX2506'OF THE ABUTMENT.
 LX2506'THE MARK IS 0.8 M ABOVE HIGHWAY.
 LX2506
 LX2506                          STATION RECOVERY (1991)
 LX2506
 LX2506'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2506'RECOVERED IN GOOD CONDITION.
 LX2506
 LX2506                          STATION RECOVERY (1997)
 LX2506
 LX2506'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2855 ***********************************************************************
 LX2855  DESIGNATION -  S 78
 LX2855  PID         -  LX2855
 LX2855  STATE/COUNTY-  CT/NEW HAVEN
 LX2855  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2855
 LX2855                         *CURRENT SURVEY CONTROL
 LX2855  ___________________________________________________________________
 LX2855* NAD 83(1986)-  41 25 15.     (N)    072 54 15.     (W)     SCALED    
 LX2855* NAVD 88     -        36.036  (meters)     118.23   (feet)  ADJUSTED  
 LX2855  ___________________________________________________________________
 LX2855  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2855  DYNAMIC HT  -          36.025 (meters)     118.19  (feet)  COMP
 LX2855  MODELED GRAV-     980,308.3   (mgal)                       NAVD 88
 LX2855
 LX2855  VERT ORDER  -  FIRST     CLASS II
 LX2855
 LX2855.The horizontal coordinates were scaled from a topographic map and have
 LX2855.an estimated accuracy of +/- 6 seconds.
 LX2855
 LX2855.The orthometric height was determined by differential leveling
 LX2855.and adjusted by the National Geodetic Survey in June 1991..
 LX2855
 LX2855.The geoid height was determined by GEOID03.
 LX2855
 LX2855.The dynamic height is computed by dividing the NAVD 88
 LX2855.geopotential number by the normal gravity value computed on the
 LX2855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2855.degrees latitude (g = 980.6199 gals.).
 LX2855
 LX2855.The modeled gravity was interpolated from observed gravity values.
 LX2855
 LX2855;                    North         East    Units  Estimated Accuracy
 LX2855;SPC CT       -   217,660.      291,910.      MT  (+/- 180 meters Scaled)
 LX2855
 LX2855                          SUPERSEDED SURVEY CONTROL
 LX2855
 LX2855.No superseded survey control is available for this station.
 LX2855
 LX2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL751875(NAD 83)
 LX2855_MARKER: DB = BENCH MARK DISK
 LX2855_SETTING: 66 = SET IN ROCK OUTCROP
 LX2855_SP_SET: ROCK OUTCROP
 LX2855_STAMPING: S 78 1985
 LX2855_MARK LOGO: NGS   
 LX2855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2855+STABILITY: POSITION/ELEVATION WELL
 LX2855
 LX2855  HISTORY     - Date     Condition        Report By
 LX2855  HISTORY     - 1985     MONUMENTED       NGS
 LX2855
 LX2855                          STATION DESCRIPTION
 LX2855
 LX2855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2855'2.0 KM (1.25 MI) NORTH FROM HAMDEN.
 LX2855'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2855'STATE HIGHWAY 22 IN HAMDEN TO THE JUNCTION OF MOUNT CARMEL AVENUE AND
 LX2855'THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF A LARGE OUTCROPPING
 LX2855'ROCK, 10.67 METERS (35.0 FT) NORTHEAST OF THE CENTER LINE OF THE
 LX2855'HIGHWAY, 24.69 METERS (81.0 FT) NORTH OF THE CENTER OF THE AVENUE,
 LX2855'6.10 METERS (20.0 FT) NORTH OF UTILITY POLE NUMBER 1506.
 LX2855'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2630 ***********************************************************************
 LX2630  DESIGNATION -  S 79
 LX2630  PID         -  LX2630
 LX2630  STATE/COUNTY-  CT/LITCHFIELD
 LX2630  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2630
 LX2630                         *CURRENT SURVEY CONTROL
 LX2630  ___________________________________________________________________
 LX2630* NAD 83(1986)-  41 47 02.     (N)    073 09 12.     (W)     SCALED    
 LX2630* NAVD 88     -       263.551  (meters)     864.67   (feet)  ADJUSTED  
 LX2630  ___________________________________________________________________
 LX2630  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX2630  DYNAMIC HT  -         263.463 (meters)     864.38  (feet)  COMP
 LX2630  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 LX2630
 LX2630  VERT ORDER  -  FIRST     CLASS II
 LX2630
 LX2630.The horizontal coordinates were scaled from a topographic map and have
 LX2630.an estimated accuracy of +/- 6 seconds.
 LX2630
 LX2630.The orthometric height was determined by differential leveling
 LX2630.and adjusted by the National Geodetic Survey in June 1991..
 LX2630
 LX2630.The geoid height was determined by GEOID03.
 LX2630
 LX2630.The dynamic height is computed by dividing the NAVD 88
 LX2630.geopotential number by the normal gravity value computed on the
 LX2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2630.degrees latitude (g = 980.6199 gals.).
 LX2630
 LX2630.The modeled gravity was interpolated from observed gravity values.
 LX2630
 LX2630;                    North         East    Units  Estimated Accuracy
 LX2630;SPC CT       -   258,050.      271,270.      MT  (+/- 180 meters Scaled)
 LX2630
 LX2630                          SUPERSEDED SURVEY CONTROL
 LX2630
 LX2630.No superseded survey control is available for this station.
 LX2630
 LX2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM534274(NAD 83)
 LX2630_MARKER: I = METAL ROD
 LX2630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2630_SP_SET: STAINLESS STEEL ROD
 LX2630_STAMPING: S 79 1985
 LX2630_MARK LOGO: NGS   
 LX2630_PROJECTION: FLUSH
 LX2630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2630_ROD/PIPE-DEPTH: 20.6 meters
 LX2630
 LX2630  HISTORY     - Date     Condition        Report By
 LX2630  HISTORY     - 1985     MONUMENTED       NGS
 LX2630
 LX2630                          STATION DESCRIPTION
 LX2630
 LX2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2630'5.2 KM (3.25 MI) NE FROM LITCHFIELD.
 LX2630'5.2 KM (3.25 MI) NORTHEAST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2630'STATE HIGHWAY 63 SOUTH IN LITCHFIELD TO THE TORRINGTON TOWN LINE AND
 LX2630'THE MARK ON THE RIGHT, ALSO 3.7 KM (2.35 MI) SOUTHWEST ALONG U.S.
 LX2630'HIGHWAY 202 FROM THE JUNCTION OF MAIN STREET IN TORRINGTON, 29.2
 LX2630'METERS (96.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LX2630'12.6 METERS (41.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 LX2630'0.45 METER (1.5 FT) NORTH OF POWER POLE NUMBER 2924.  NOTE--ACCESS TO
 LX2630'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2630'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0536 ***********************************************************************
 LX0536  DESIGNATION -  S 8
 LX0536  PID         -  LX0536
 LX0536  STATE/COUNTY-  CT/HARTFORD
 LX0536  USGS QUAD   -  BROAD BROOK (1984)
 LX0536
 LX0536                         *CURRENT SURVEY CONTROL
 LX0536  ___________________________________________________________________
 LX0536* NAD 83(1986)-  41 59 53.     (N)    072 36 13.     (W)     SCALED    
 LX0536* NAVD 88     -        22.893  (meters)      75.11   (feet)  ADJUSTED  
 LX0536  ___________________________________________________________________
 LX0536  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX0536  DYNAMIC HT  -          22.887 (meters)      75.09  (feet)  COMP
 LX0536  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 LX0536
 LX0536  VERT ORDER  -  FIRST     CLASS II
 LX0536
 LX0536.The horizontal coordinates were scaled from a topographic map and have
 LX0536.an estimated accuracy of +/- 6 seconds.
 LX0536
 LX0536.The orthometric height was determined by differential leveling
 LX0536.and adjusted by the National Geodetic Survey in June 1991..
 LX0536
 LX0536.The geoid height was determined by GEOID03.
 LX0536
 LX0536.The dynamic height is computed by dividing the NAVD 88
 LX0536.geopotential number by the normal gravity value computed on the
 LX0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0536.degrees latitude (g = 980.6199 gals.).
 LX0536
 LX0536.The modeled gravity was interpolated from observed gravity values.
 LX0536
 LX0536;                    North         East    Units  Estimated Accuracy
 LX0536;SPC CT       -   281,770.      316,930.      MT  (+/- 180 meters Scaled)
 LX0536
 LX0536                          SUPERSEDED SURVEY CONTROL
 LX0536
 LX0536  NGVD 29 (??/??/92)   23.121  (m)           75.86   (f) ADJ UNCH    1 2
 LX0536
 LX0536.Superseded values are not recommended for survey control.
 LX0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0536.See file dsdata.txt to determine how the superseded data were derived.
 LX0536
 LX0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM984523(NAD 83)
 LX0536_MARKER: DB = BENCH MARK DISK
 LX0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0536_STAMPING: 75.856 S 8
 LX0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0536+STABILITY: SURFACE MOTION
 LX0536
 LX0536  HISTORY     - Date     Condition        Report By
 LX0536  HISTORY     - UNK      MONUMENTED       CGS
 LX0536  HISTORY     - 1923     GOOD             NGS
 LX0536  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0536
 LX0536                          STATION DESCRIPTION
 LX0536
 LX0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0536'AT THOMPSONVILLE.
 LX0536'AT THOMPSONVILLE, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0536'AND HARTFORD RAILROAD, ABOUT 100 YARDS SOUTH OF THE STATION,
 LX0536'108 FEET EAST OF THE EAST RAIL, IN A VACANT LOT, 9 YARDS NORTH
 LX0536'OF THE CENTERLINE OF A DIRT ROAD KNOWN AS ASNUNTUCK STREET, EAST
 LX0536'OF ANOTHER DIRT ROAD, AND 27 FEET NORTHEAST OF A CATCH BASIN
 LX0536'AT THE INTERSECTION OF THESE TWO DIRT ROADS.  A STANDARD DISK,
 LX0536'STAMPED 75.856 S 8 AND SET IN THE TOP OF A CONCRETE POST.
 LX0536
 LX0536                          STATION RECOVERY (1984)
 LX0536
 LX0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0536'NOT RECOVERED, LOCATION AND ROAD JUNCTION HAVE BEEN CHANGED,
 LX0536'DESCRIPTION IS NOW IN ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2547 ***********************************************************************
 LX2547  DESIGNATION -  S 80
 LX2547  PID         -  LX2547
 LX2547  STATE/COUNTY-  CT/LITCHFIELD
 LX2547  USGS QUAD   -  NEW PRESTON (1984)
 LX2547
 LX2547                         *CURRENT SURVEY CONTROL
 LX2547  ___________________________________________________________________
 LX2547* NAD 83(1986)-  41 43 30.     (N)    073 20 26.     (W)     SCALED    
 LX2547* NAVD 88     -       303.837  (meters)     996.84   (feet)  ADJUSTED  
 LX2547  ___________________________________________________________________
 LX2547  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX2547  DYNAMIC HT  -         303.725 (meters)     996.47  (feet)  COMP
 LX2547  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 LX2547
 LX2547  VERT ORDER  -  FIRST     CLASS II
 LX2547
 LX2547.The horizontal coordinates were scaled from a topographic map and have
 LX2547.an estimated accuracy of +/- 6 seconds.
 LX2547
 LX2547.The orthometric height was determined by differential leveling
 LX2547.and adjusted by the National Geodetic Survey in June 1991..
 LX2547
 LX2547.The geoid height was determined by GEOID03.
 LX2547
 LX2547.The dynamic height is computed by dividing the NAVD 88
 LX2547.geopotential number by the normal gravity value computed on the
 LX2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2547.degrees latitude (g = 980.6199 gals.).
 LX2547
 LX2547.The modeled gravity was interpolated from observed gravity values.
 LX2547
 LX2547;                    North         East    Units  Estimated Accuracy
 LX2547;SPC CT       -   251,600.      255,660.      MT  (+/- 180 meters Scaled)
 LX2547
 LX2547                          SUPERSEDED SURVEY CONTROL
 LX2547
 LX2547.No superseded survey control is available for this station.
 LX2547
 LX2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM380205(NAD 83)
 LX2547_MARKER: I = METAL ROD
 LX2547_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2547_SP_SET: STAINLESS STEEL ROD
 LX2547_STAMPING: S 80 1985
 LX2547_MARK LOGO: NGS   
 LX2547_PROJECTION: FLUSH
 LX2547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2547_ROD/PIPE-DEPTH: 7.1  meters
 LX2547
 LX2547  HISTORY     - Date     Condition        Report By
 LX2547  HISTORY     - 1985     MONUMENTED       NGS
 LX2547
 LX2547                          STATION DESCRIPTION
 LX2547
 LX2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2547'5.9 KM (3.65 MI) NORTH FROM NEW PRESTON.
 LX2547'5.9 KM (3.65 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE JUNCTION OF
 LX2547'U.S. HIGHWAY 202 IN NEW PRESTON TO THE MARK ON THE RIGHT, AT THE
 LX2547'JUNCTION OF STATE HIGHWAY 341, ALSO 2.7 KM (1.7 MI) SOUTH ALONG
 LX2547'HIGHWAY 45 FROM THE POST OFFICE IN WARREN, 17.5 METERS (57.3 FT)
 LX2547'EAST-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 45, 13.1 METERS (43.0 FT)
 LX2547'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 341, 17.6 METERS (57.7 FT)
 LX2547'NORTH OF POWER POLE A 5027.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2547'THROUGH A 5-INCH LOGO CAP.
 LX2547'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX2547'THE MARK IS ABOVE LEVEL WITH HIGHWAY 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2418 ***********************************************************************
 LX2418  DESIGNATION -  S 81
 LX2418  PID         -  LX2418
 LX2418  STATE/COUNTY-  CT/NEW HAVEN
 LX2418  USGS QUAD   -  SOUTHINGTON (1992)
 LX2418
 LX2418                         *CURRENT SURVEY CONTROL
 LX2418  ___________________________________________________________________
 LX2418* NAD 83(1986)-  41 33 13.     (N)    072 58 05.     (W)     SCALED    
 LX2418* NAVD 88     -       195.748  (meters)     642.22   (feet)  ADJUSTED  
 LX2418  ___________________________________________________________________
 LX2418  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX2418  DYNAMIC HT  -         195.685 (meters)     642.01  (feet)  COMP
 LX2418  MODELED GRAV-     980,297.3   (mgal)                       NAVD 88
 LX2418
 LX2418  VERT ORDER  -  FIRST     CLASS II
 LX2418
 LX2418.The horizontal coordinates were scaled from a topographic map and have
 LX2418.an estimated accuracy of +/- 6 seconds.
 LX2418
 LX2418.The orthometric height was determined by differential leveling
 LX2418.and adjusted by the National Geodetic Survey in June 1991..
 LX2418
 LX2418.The geoid height was determined by GEOID03.
 LX2418
 LX2418.The dynamic height is computed by dividing the NAVD 88
 LX2418.geopotential number by the normal gravity value computed on the
 LX2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2418.degrees latitude (g = 980.6199 gals.).
 LX2418
 LX2418.The modeled gravity was interpolated from observed gravity values.
 LX2418
 LX2418;                    North         East    Units  Estimated Accuracy
 LX2418;SPC CT       -   232,420.      286,610.      MT  (+/- 180 meters Scaled)
 LX2418
 LX2418                          SUPERSEDED SURVEY CONTROL
 LX2418
 LX2418.No superseded survey control is available for this station.
 LX2418
 LX2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM694022(NAD 83)
 LX2418_MARKER: DB = BENCH MARK DISK
 LX2418_SETTING: 66 = SET IN ROCK OUTCROP
 LX2418_SP_SET: BEDROCK
 LX2418_STAMPING: S 81 1985
 LX2418_MARK LOGO: NGS   
 LX2418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2418+STABILITY: POSITION/ELEVATION WELL
 LX2418
 LX2418  HISTORY     - Date     Condition        Report By
 LX2418  HISTORY     - 1985     MONUMENTED       NGS
 LX2418
 LX2418                          STATION DESCRIPTION
 LX2418
 LX2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2418'IN WATERBURY.
 LX2418'IN WATERBURY, 4.6 KM (2.85 MI) NORTHEAST ALONG MERIDEN ROAD FROM THE
 LX2418'INTERSECTION OF EAST MAIN STREET TO THE MARK ON THE LEFT, AT THE
 LX2418'JUNCTION OF PERPOINT ROAD, ACROSS THE ROAD FROM THE HAYDON SWITCH AND
 LX2418'INSTRUMENTS, INC., 0.1 KM (0.05 MI) EAST OF THE JUNCTION OF PIERPOINT
 LX2418'ROAD, 5.33 METERS (17.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 LX2418'MERIDEN ROAD, 33.83 METERS (111.0 FT) SOUTHEAST OF UTILITY POLE 107
 LX2418'WITH TWO GUY WIRES.
 LX2418'THE MARK IS 0.67 METERS  SSW FROM  A WITNESS POST
 LX2418'THE MARK IS 0.30 M ABOVE MERIDEN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2725 ***********************************************************************
 LX2725  DESIGNATION -  S 83
 LX2725  PID         -  LX2725
 LX2725  STATE/COUNTY-  CT/NEW HAVEN
 LX2725  USGS QUAD   -  SOUTHINGTON (1992)
 LX2725
 LX2725                         *CURRENT SURVEY CONTROL
 LX2725  ___________________________________________________________________
 LX2725* NAD 83(1986)-  41 30 12.     (N)    072 54 03.     (W)     SCALED    
 LX2725* NAVD 88     -        78.590  (meters)     257.84   (feet)  ADJUSTED  
 LX2725  ___________________________________________________________________
 LX2725  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2725  DYNAMIC HT  -          78.566 (meters)     257.76  (feet)  COMP
 LX2725  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 LX2725
 LX2725  VERT ORDER  -  FIRST     CLASS II
 LX2725
 LX2725.The horizontal coordinates were scaled from a topographic map and have
 LX2725.an estimated accuracy of +/- 6 seconds.
 LX2725
 LX2725.The orthometric height was determined by differential leveling
 LX2725.and adjusted by the National Geodetic Survey in June 1991..
 LX2725
 LX2725.The geoid height was determined by GEOID03.
 LX2725
 LX2725.The dynamic height is computed by dividing the NAVD 88
 LX2725.geopotential number by the normal gravity value computed on the
 LX2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2725.degrees latitude (g = 980.6199 gals.).
 LX2725
 LX2725.The modeled gravity was interpolated from observed gravity values.
 LX2725
 LX2725;                    North         East    Units  Estimated Accuracy
 LX2725;SPC CT       -   226,820.      292,210.      MT  (+/- 180 meters Scaled)
 LX2725
 LX2725                          SUPERSEDED SURVEY CONTROL
 LX2725
 LX2725.No superseded survey control is available for this station.
 LX2725
 LX2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL751967(NAD 83)
 LX2725_MARKER: I = METAL ROD
 LX2725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2725+WITH SETTING: INFORMATION.
 LX2725_SP_SET: SHALLOW-SET METAL ROD
 LX2725_STAMPING: S 83 1985
 LX2725_MARK LOGO: NGS   
 LX2725_PROJECTION: FLUSH
 LX2725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2725_ROD/PIPE-DEPTH: 2.4  meters
 LX2725
 LX2725  HISTORY     - Date     Condition        Report By
 LX2725  HISTORY     - 1985     MONUMENTED       NGS
 LX2725  HISTORY     - 19910505 GOOD             USPSQD
 LX2725
 LX2725                          STATION DESCRIPTION
 LX2725
 LX2725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2725'0.5 KM (0.3 MI) NORTH FROM CHESHIRE.
 LX2725'0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2725'STATE HIGHWAYS 68 AND 70 IN CHESHIRE TO THE MARK ON THE LEFT, IN A
 LX2725'GRASS MEDIAN BETWEEN THE HIGHWAY CURB AND A PARKING LOT CURB FOR THE
 LX2725'MAPLECROFT PLAZA, AND ACROSS THE HIGHWAY FROM HILLSIDE OFFICE PARK AT
 LX2725'150 HIGHLAND AVENUE, 7.98 METERS (26.2 FT) NORTHWEST OF THE CENTERLINE
 LX2725'OF THE HIGHWAY, 1.64 METERS (5.4 FT) SOUTHEAST OF THE PARKING LOT
 LX2725'CURB, 1.13 METERS (3.7 FT) NORTHWEST OF UTILITY POLE 4811 WITH A
 LX2725'TRANSFORMER. NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN
 LX2725'TO REFUSAL AND ANCHORED AT 2.4 METERS.  NOTE--ACCESS TO DATUM POINT IS
 LX2725'HAD THROUGH A 5-INCH LOGO CAP.
 LX2725'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2725
 LX2725                          STATION RECOVERY (1991)
 LX2725
 LX2725'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2656 ***********************************************************************
 LX2656  DESIGNATION -  S 84
 LX2656  PID         -  LX2656
 LX2656  STATE/COUNTY-  CT/MIDDLESEX
 LX2656  USGS QUAD   -  CLINTON (1984)
 LX2656
 LX2656                         *CURRENT SURVEY CONTROL
 LX2656  ___________________________________________________________________
 LX2656* NAD 83(1986)-  41 21 43.     (N)    072 35 52.     (W)     SCALED    
 LX2656* NAVD 88     -        97.989  (meters)     321.49   (feet)  ADJUSTED  
 LX2656  ___________________________________________________________________
 LX2656  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX2656  DYNAMIC HT  -          97.956 (meters)     321.38  (feet)  COMP
 LX2656  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX2656
 LX2656  VERT ORDER  -  FIRST     CLASS II
 LX2656
 LX2656.The horizontal coordinates were scaled from a topographic map and have
 LX2656.an estimated accuracy of +/- 6 seconds.
 LX2656
 LX2656.The orthometric height was determined by differential leveling
 LX2656.and adjusted by the National Geodetic Survey in June 1991..
 LX2656
 LX2656.The geoid height was determined by GEOID03.
 LX2656
 LX2656.The dynamic height is computed by dividing the NAVD 88
 LX2656.geopotential number by the normal gravity value computed on the
 LX2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2656.degrees latitude (g = 980.6199 gals.).
 LX2656
 LX2656.The modeled gravity was interpolated from observed gravity values.
 LX2656
 LX2656;                    North         East    Units  Estimated Accuracy
 LX2656;SPC CT       -   211,120.      317,540.      MT  (+/- 180 meters Scaled)
 LX2656
 LX2656                          SUPERSEDED SURVEY CONTROL
 LX2656
 LX2656.No superseded survey control is available for this station.
 LX2656
 LX2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL009817(NAD 83)
 LX2656_MARKER: DB = BENCH MARK DISK
 LX2656_SETTING: 66 = SET IN ROCK OUTCROP
 LX2656_SP_SET: ROCK CUT
 LX2656_STAMPING: S 84 1985
 LX2656_MARK LOGO: NGS   
 LX2656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2656+STABILITY: POSITION/ELEVATION WELL
 LX2656
 LX2656  HISTORY     - Date     Condition        Report By
 LX2656  HISTORY     - 1985     MONUMENTED       NGS
 LX2656  HISTORY     - 19940728 GOOD             USPSQD
 LX2656  HISTORY     - 19970204 GOOD             USPSQD
 LX2656  HISTORY     - 19991215 GOOD             USPSQD
 LX2656
 LX2656                          STATION DESCRIPTION
 LX2656
 LX2656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2656'3.1 KM (1.95 MI) WEST FROM KILLINGWORTH.
 LX2656'3.1 KM (1.95 MI) WEST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 LX2656'STATE HIGHWAY 81 IN KILLINGWORTH TO THE MARK ON THE RIGHT, IN A
 LX2656'MASSIVE ROCK CUT, 5.24 METERS (17.2 FT) NORTH OF THE CENTERLINE OF THE
 LX2656'HIGHWAY, 7.38 METERS (24.2 FT) EAST OF UTILITY POLE 1556.
 LX2656'THE MARK IS 0.76 M ABOVE HIGHWAY.
 LX2656
 LX2656                          STATION RECOVERY (1994)
 LX2656
 LX2656'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2656'RECOVERED IN GOOD CONDITION.
 LX2656
 LX2656                          STATION RECOVERY (1997)
 LX2656
 LX2656'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2656'RECOVERED IN GOOD CONDITION.
 LX2656
 LX2656                          STATION RECOVERY (1999)
 LX2656
 LX2656'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2895 ***********************************************************************
 LX2895  DESIGNATION -  S 85
 LX2895  PID         -  LX2895
 LX2895  STATE/COUNTY-  CT/HARTFORD
 LX2895  USGS QUAD   -  MANCHESTER (1992)
 LX2895
 LX2895                         *CURRENT SURVEY CONTROL
 LX2895  ___________________________________________________________________
 LX2895* NAD 83(1986)-  41 49 30.     (N)    072 34 44.     (W)     SCALED    
 LX2895* NAVD 88     -        24.714  (meters)      81.08   (feet)  ADJUSTED  
 LX2895  ___________________________________________________________________
 LX2895  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2895  DYNAMIC HT  -          24.706 (meters)      81.06  (feet)  COMP
 LX2895  MODELED GRAV-     980,316.1   (mgal)                       NAVD 88
 LX2895
 LX2895  VERT ORDER  -  FIRST     CLASS II
 LX2895
 LX2895.The horizontal coordinates were scaled from a topographic map and have
 LX2895.an estimated accuracy of +/- 6 seconds.
 LX2895
 LX2895.The orthometric height was determined by differential leveling
 LX2895.and adjusted by the National Geodetic Survey in June 1991..
 LX2895
 LX2895.The geoid height was determined by GEOID03.
 LX2895
 LX2895.The dynamic height is computed by dividing the NAVD 88
 LX2895.geopotential number by the normal gravity value computed on the
 LX2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2895.degrees latitude (g = 980.6199 gals.).
 LX2895
 LX2895.The modeled gravity was interpolated from observed gravity values.
 LX2895
 LX2895;                    North         East    Units  Estimated Accuracy
 LX2895;SPC CT       -   262,550.      319,020.      MT  (+/- 180 meters Scaled)
 LX2895
 LX2895                          SUPERSEDED SURVEY CONTROL
 LX2895
 LX2895.No superseded survey control is available for this station.
 LX2895
 LX2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM010331(NAD 83)
 LX2895_MARKER: I = METAL ROD
 LX2895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2895_SP_SET: STAINLESS STEEL ROD
 LX2895_STAMPING: S 85 1986
 LX2895_MARK LOGO: NGS   
 LX2895_PROJECTION: FLUSH
 LX2895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2895_ROD/PIPE-DEPTH: 24.4 meters
 LX2895
 LX2895  HISTORY     - Date     Condition        Report By
 LX2895  HISTORY     - 1986     MONUMENTED       NGS
 LX2895
 LX2895                          STATION DESCRIPTION
 LX2895
 LX2895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2895'8.9 KM (5.55 MI) NE FROM EAST HARTFORD.
 LX2895'4.10 KM (2.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 5 FROM THE POST
 LX2895'OFFICE IN EAST HARTFORD, THENCE 4.80 KM (2.95 MI) EAST ALONG STATE
 LX2895'HIGHWAY 30 TO THE MARK ON THE RIGHT.  IT IS 32.49 METERS (106.6 FT)
 LX2895'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 28.35 METERS (93.0 FT) SOUTH
 LX2895'OF UTILITY POLE NO. 2376 WITH A STREET LIGHT AND ONE GUY WIRE AND
 LX2895'2.83 METERS (9.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTH
 LX2895'WINDSOR FIRE DEPARTMENT. NOTE--ACCESS TO DATUM POINT IS HAD
 LX2895'THROUGH A 5-INCH LOGO CAP.
 LX2895'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3291 ***********************************************************************
 LX3291  DESIGNATION -  S 86
 LX3291  PID         -  LX3291
 LX3291  STATE/COUNTY-  CT/HARTFORD
 LX3291  USGS QUAD   -  HARTFORD NORTH (1992)
 LX3291
 LX3291                         *CURRENT SURVEY CONTROL
 LX3291  ___________________________________________________________________
 LX3291* NAD 83(1986)-  41 45 40.     (N)    072 38 43.     (W)     SCALED    
 LX3291* NAVD 88     -         9.341  (meters)      30.65   (feet)  ADJUSTED  
 LX3291  ___________________________________________________________________
 LX3291  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3291  DYNAMIC HT  -           9.338 (meters)      30.64  (feet)  COMP
 LX3291  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 LX3291
 LX3291  VERT ORDER  -  FIRST     CLASS II
 LX3291
 LX3291.The horizontal coordinates were scaled from a topographic map and have
 LX3291.an estimated accuracy of +/- 6 seconds.
 LX3291
 LX3291.The orthometric height was determined by differential leveling
 LX3291.and adjusted by the National Geodetic Survey in June 1991..
 LX3291
 LX3291.The geoid height was determined by GEOID03.
 LX3291
 LX3291.The dynamic height is computed by dividing the NAVD 88
 LX3291.geopotential number by the normal gravity value computed on the
 LX3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3291.degrees latitude (g = 980.6199 gals.).
 LX3291
 LX3291.The modeled gravity was interpolated from observed gravity values.
 LX3291
 LX3291;                    North         East    Units  Estimated Accuracy
 LX3291;SPC CT       -   255,450.      313,510.      MT  (+/- 180 meters Scaled)
 LX3291
 LX3291                          SUPERSEDED SURVEY CONTROL
 LX3291
 LX3291.No superseded survey control is available for this station.
 LX3291
 LX3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM957259(NAD 83)
 LX3291_MARKER: DB = BENCH MARK DISK
 LX3291_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX3291_SP_SET: BRIDGE ABUTMENT
 LX3291_STAMPING: S 86 1986
 LX3291_MARK LOGO: NGS   
 LX3291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3291
 LX3291  HISTORY     - Date     Condition        Report By
 LX3291  HISTORY     - 1986     MONUMENTED       NGS
 LX3291
 LX3291                          STATION DESCRIPTION
 LX3291
 LX3291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3291'0.9 KM (0.55 MI) SOUTH FROM EAST HARTFORD.
 LX3291'0.9 KM (0.55 FT) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN EAST
 LX3291'HARTFORD TO THE MARK ON THE RIGHT.  IT IS 6.67 METERS (21.9 FT)
 LX3291'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 LX3291'3.41 METERS (11.2 FT) WEST OF SNET POLE NO. 2459 WITH A STREET LIGHT
 LX3291'AND 0.30 METER (1.0 FT) SOUTHWEST OF A METAL HANDRAIL OF BRIDGE.
 LX3291'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2990 ***********************************************************************
 LX2990  DESIGNATION -  S 87
 LX2990  PID         -  LX2990
 LX2990  STATE/COUNTY-  CT/WINDHAM
 LX2990  USGS QUAD   -  EASTFORD (1983)
 LX2990
 LX2990                         *CURRENT SURVEY CONTROL
 LX2990  ___________________________________________________________________
 LX2990* NAD 83(1986)-  41 53 28.     (N)    072 04 14.     (W)     SCALED    
 LX2990* NAVD 88     -       171.431  (meters)     562.44   (feet)  ADJUSTED  
 LX2990  ___________________________________________________________________
 LX2990  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2990  DYNAMIC HT  -         171.372 (meters)     562.24  (feet)  COMP
 LX2990  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 LX2990
 LX2990  VERT ORDER  -  FIRST     CLASS II
 LX2990
 LX2990.The horizontal coordinates were scaled from a topographic map and have
 LX2990.an estimated accuracy of +/- 6 seconds.
 LX2990
 LX2990.The orthometric height was determined by differential leveling
 LX2990.and adjusted by the National Geodetic Survey in June 1991..
 LX2990
 LX2990.The geoid height was determined by GEOID03.
 LX2990
 LX2990.The dynamic height is computed by dividing the NAVD 88
 LX2990.geopotential number by the normal gravity value computed on the
 LX2990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2990.degrees latitude (g = 980.6199 gals.).
 LX2990
 LX2990.The modeled gravity was interpolated from observed gravity values.
 LX2990
 LX2990;                    North         East    Units  Estimated Accuracy
 LX2990;SPC CT       -   270,100.      361,190.      MT  (+/- 180 meters Scaled)
 LX2990
 LX2990                          SUPERSEDED SURVEY CONTROL
 LX2990
 LX2990.No superseded survey control is available for this station.
 LX2990
 LX2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM430418(NAD 83)
 LX2990_MARKER: I = METAL ROD
 LX2990_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2990+WITH SETTING: INFORMATION.
 LX2990_SP_SET: STAINLESS STEEL ROD
 LX2990_STAMPING: S 87 1986
 LX2990_MARK LOGO: NGS   
 LX2990_PROJECTION: FLUSH
 LX2990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2990_ROD/PIPE-DEPTH: 1.8  meters
 LX2990
 LX2990  HISTORY     - Date     Condition        Report By
 LX2990  HISTORY     - 1986     MONUMENTED       NGS
 LX2990
 LX2990                          STATION DESCRIPTION
 LX2990
 LX2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2990'2.3 KM (1.45 MI) NORTH FROM PHOENIXVILLE.
 LX2990'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 198 FROM THE JUNCTION OF
 LX2990'U.S. HIGHWAY 44 IN PHOENIXVILLE, THENCE 1.0 KM (0.65 MI) EAST ALONG
 LX2990'BOSTON PIKE ROAD TO THE MARK ON THE RIGHT, ACROSS THE ROAD FROM THE
 LX2990'JUNCTION OF A PAVED ROAD LEADING NORTH, 4.42 METERS (14.5 FT)
 LX2990'SOUTHEAST OF THE CENTERLINE OF BOSTON PIKE ROAD, 6.71 METERS
 LX2990'(22.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE PAVED ROAD, 0.55
 LX2990'METER (1.8 FT) NORTHWEST OF UTILITY POLE NUMBER 1463.
 LX2990'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2990'THE MARK IS 0.30 METERS  NW FROM  A WITNESS POST
 LX2990'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3016 ***********************************************************************
 LX3016  DESIGNATION -  S 88
 LX3016  PID         -  LX3016
 LX3016  STATE/COUNTY-  CT/TOLLAND
 LX3016  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3016
 LX3016                         *CURRENT SURVEY CONTROL
 LX3016  ___________________________________________________________________
 LX3016* NAD 83(1986)-  41 54 45.     (N)    072 17 47.     (W)     SCALED    
 LX3016* NAVD 88     -       131.239  (meters)     430.57   (feet)  ADJUSTED  
 LX3016  ___________________________________________________________________
 LX3016  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX3016  DYNAMIC HT  -         131.196 (meters)     430.43  (feet)  COMP
 LX3016  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 LX3016
 LX3016  VERT ORDER  -  FIRST     CLASS II
 LX3016
 LX3016.The horizontal coordinates were scaled from a topographic map and have
 LX3016.an estimated accuracy of +/- 6 seconds.
 LX3016
 LX3016.The orthometric height was determined by differential leveling
 LX3016.and adjusted by the National Geodetic Survey in June 1991..
 LX3016
 LX3016.The geoid height was determined by GEOID03.
 LX3016
 LX3016.The dynamic height is computed by dividing the NAVD 88
 LX3016.geopotential number by the normal gravity value computed on the
 LX3016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3016.degrees latitude (g = 980.6199 gals.).
 LX3016
 LX3016.The modeled gravity was interpolated from observed gravity values.
 LX3016
 LX3016;                    North         East    Units  Estimated Accuracy
 LX3016;SPC CT       -   272,350.      342,430.      MT  (+/- 180 meters Scaled)
 LX3016
 LX3016                          SUPERSEDED SURVEY CONTROL
 LX3016
 LX3016.No superseded survey control is available for this station.
 LX3016
 LX3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM242435(NAD 83)
 LX3016_MARKER: DB = BENCH MARK DISK
 LX3016_SETTING: 66 = SET IN ROCK OUTCROP
 LX3016_SP_SET: ROCK CUT
 LX3016_STAMPING: S 88 1986
 LX3016_MARK LOGO: NGS   
 LX3016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3016+STABILITY: POSITION/ELEVATION WELL
 LX3016
 LX3016  HISTORY     - Date     Condition        Report By
 LX3016  HISTORY     - 1986     MONUMENTED       NGS
 LX3016
 LX3016                          STATION DESCRIPTION
 LX3016
 LX3016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3016'4.9 KM (3.05 MI) SOUTH FROM STAFFORD SPRINGS.
 LX3016'4.9 KM (3.05 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE TOWN HALL IN
 LX3016'STAFFORD SPRINGS TO THE MARK ON THE LEFT, SET VERTICALLY IN THE
 LX3016'SOUTHWEST FACE OF A VERY LARGE ROCK CUT, 10.67 METERS (35.0 FT)
 LX3016'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 24.44 METERS (80.2 FT)
 LX3016'NORTH OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 295.
 LX3016'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3298 ***********************************************************************
 LX3298  DESIGNATION -  S 89
 LX3298  PID         -  LX3298
 LX3298  STATE/COUNTY-  CT/NEW LONDON
 LX3298  USGS QUAD   -  WILLIMANTIC (1984)
 LX3298
 LX3298                         *CURRENT SURVEY CONTROL
 LX3298  ___________________________________________________________________
 LX3298* NAD 83(1986)-  41 37 57.     (N)    072 13 12.     (W)     SCALED    
 LX3298* NAVD 88     -        93.419  (meters)     306.49   (feet)  ADJUSTED  
 LX3298  ___________________________________________________________________
 LX3298  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX3298  DYNAMIC HT  -          93.385 (meters)     306.38  (feet)  COMP
 LX3298  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 LX3298
 LX3298  VERT ORDER  -  FIRST     CLASS II
 LX3298
 LX3298.The horizontal coordinates were scaled from a topographic map and have
 LX3298.an estimated accuracy of +/- 6 seconds.
 LX3298
 LX3298.The orthometric height was determined by differential leveling
 LX3298.and adjusted by the National Geodetic Survey in June 1991..
 LX3298
 LX3298.The geoid height was determined by GEOID03.
 LX3298
 LX3298.The dynamic height is computed by dividing the NAVD 88
 LX3298.geopotential number by the normal gravity value computed on the
 LX3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3298.degrees latitude (g = 980.6199 gals.).
 LX3298
 LX3298.The modeled gravity was interpolated from observed gravity values.
 LX3298
 LX3298;                    North         East    Units  Estimated Accuracy
 LX3298;SPC CT       -   241,290.      348,960.      MT  (+/- 180 meters Scaled)
 LX3298
 LX3298                          SUPERSEDED SURVEY CONTROL
 LX3298
 LX3298.No superseded survey control is available for this station.
 LX3298
 LX3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM315127(NAD 83)
 LX3298_MARKER: DB = BENCH MARK DISK
 LX3298_SETTING: 66 = SET IN ROCK OUTCROP
 LX3298_SP_SET: ROCK OUTCROP
 LX3298_STAMPING: S 89 1986
 LX3298_MARK LOGO: NGS   
 LX3298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3298+STABILITY: POSITION/ELEVATION WELL
 LX3298
 LX3298  HISTORY     - Date     Condition        Report By
 LX3298  HISTORY     - 1986     MONUMENTED       NGS
 LX3298  HISTORY     - 19901020 GOOD             USPSQD
 LX3298
 LX3298                          STATION DESCRIPTION
 LX3298
 LX3298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3298'0.8 KM (0.5 MI) SW FROM LEBANON.
 LX3298'0.8 KM (0.5 MI) SOUTHWEST ALONG STATE HIGHWAY 207 FROM ITS
 LX3298'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE LEFT
 LX3298'ON THE SOUTHWEST SIDE OF LOCKES POND BROOK IN TOP OF EXPOSED ROCK
 LX3298'OUTCROP MEASURING 7 X 8 FEET.  IT IS 10.82 METERS (35.5 FT)
 LX3298'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.92 METERS (55.5
 LX3298'FT) NORTH-NORTHEAST OF AN IRON POST WITH SIGN (GRAVE OF FRENCH SOLDIER
 LX3298'1780-81) AND 9.02 (29.6 FT) EAST OF UTILITY POLE NO. 21 WITH 2 GUY
 LX3298'WIRES.
 LX3298'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3298
 LX3298                          STATION RECOVERY (1990)
 LX3298
 LX3298'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0010 ***********************************************************************
 LX0010  DESIGNATION -  S 9
 LX0010  PID         -  LX0010
 LX0010  STATE/COUNTY-  CT/TOLLAND
 LX0010  USGS QUAD   -  COLUMBIA (1984)
 LX0010
 LX0010                         *CURRENT SURVEY CONTROL
 LX0010  ___________________________________________________________________
 LX0010* NAD 83(1986)-  41 43 12.     (N)    072 15 08.     (W)     SCALED    
 LX0010* NAVD 88     -        75.182  (meters)     246.66   (feet)  ADJUSTED  
 LX0010  ___________________________________________________________________
 LX0010  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0010  DYNAMIC HT  -          75.156 (meters)     246.57  (feet)  COMP
 LX0010  MODELED GRAV-     980,270.4   (mgal)                       NAVD 88
 LX0010
 LX0010  VERT ORDER  -  FIRST     CLASS II
 LX0010
 LX0010.The horizontal coordinates were scaled from a topographic map and have
 LX0010.an estimated accuracy of +/- 6 seconds.
 LX0010
 LX0010.The orthometric height was determined by differential leveling
 LX0010.and adjusted by the National Geodetic Survey in June 1991..
 LX0010
 LX0010.The geoid height was determined by GEOID03.
 LX0010
 LX0010.The dynamic height is computed by dividing the NAVD 88
 LX0010.geopotential number by the normal gravity value computed on the
 LX0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0010.degrees latitude (g = 980.6199 gals.).
 LX0010
 LX0010.The modeled gravity was interpolated from observed gravity values.
 LX0010
 LX0010;                    North         East    Units  Estimated Accuracy
 LX0010;SPC CT       -   250,990.      346,220.      MT  (+/- 180 meters Scaled)
 LX0010
 LX0010                          SUPERSEDED SURVEY CONTROL
 LX0010
 LX0010  NGVD 29 (??/??/92)   75.432  (m)          247.48   (f) ADJ UNCH    1 2
 LX0010
 LX0010.Superseded values are not recommended for survey control.
 LX0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0010.See file dsdata.txt to determine how the superseded data were derived.
 LX0010
 LX0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM285223(NAD 83)
 LX0010_MARKER: DB = BENCH MARK DISK
 LX0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0010_SP_SET: BRIDGE PEDESTAL
 LX0010_STAMPING: 247.480 FT S 9 1923
 LX0010_MARK LOGO: CGS   
 LX0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0010
 LX0010  HISTORY     - Date     Condition        Report By
 LX0010  HISTORY     - 1923     MONUMENTED       CGS
 LX0010  HISTORY     - 1951     GOOD             NGS
 LX0010  HISTORY     - 1984     GOOD             USPSQD
 LX0010  HISTORY     - 1984     GOOD             NGS
 LX0010
 LX0010                          STATION DESCRIPTION
 LX0010
 LX0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0010'2.1 MI W FROM WILLIMANTIC.
 LX0010'IN TOLLAND COUNTY, 2.1 MILES WEST ALONG THE NEW YORK, NEW HAVEN
 LX0010'AND HARTFORD RAILROAD FROM WILLIMANTIC, WINDHAM COUNTY, AT BRIDGE
 LX0010'2.16 CARRYING A HIGHWAY OVER THE TRACKS, IN THE NORTH FACE OF
 LX0010'THE CONCRET PEDESTAL UNDER THE WEST END OF THE SOUTH STEEL PIER
 LX0010'OR BENT, 6 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE
 LX0010'TRACK.  A STANDARD DISK, STAMPED 247.480 FT S 9 1923 AND SET
 LX0010'VERTICALLY.  NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE
 LX0010'POST OFFICE AT WILLIMANTIC BY GOING 1.9 MILES WEST ALONG U.S.
 LX0010'HIGHWAY 6 ALT. BRIDGE 2.16 CARRIES A DIRT ROAD IN PLAIN SIGHT
 LX0010'OF THE MAIN HIGHWAY.
 LX0010
 LX0010                          STATION RECOVERY (1984)
 LX0010
 LX0010'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0010'RECOVERED IN GOOD CONDITION.
 LX0010
 LX0010                          STATION RECOVERY (1984)
 LX0010
 LX0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0010'RECOVERED IN GOOD CONDITION, THE MARK IS NOW INACCESSIBLE AS IT IS NOW
 LX0010'2 FEET BELOW GROUND LEVEL. NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3371 ***********************************************************************
 LX3371  DESIGNATION -  S 90
 LX3371  PID         -  LX3371
 LX3371  STATE/COUNTY-  CT/NEW LONDON
 LX3371  USGS QUAD   -  FITCHVILLE (1983)
 LX3371
 LX3371                         *CURRENT SURVEY CONTROL
 LX3371  ___________________________________________________________________
 LX3371* NAD 83(1986)-  41 30 22.     (N)    072 09 53.     (W)     SCALED    
 LX3371* NAVD 88     -        92.536  (meters)     303.60   (feet)  ADJUSTED  
 LX3371  ___________________________________________________________________
 LX3371  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX3371  DYNAMIC HT  -          92.503 (meters)     303.49  (feet)  COMP
 LX3371  MODELED GRAV-     980,262.5   (mgal)                       NAVD 88
 LX3371
 LX3371  VERT ORDER  -  FIRST     CLASS II
 LX3371
 LX3371.The horizontal coordinates were scaled from a topographic map and have
 LX3371.an estimated accuracy of +/- 6 seconds.
 LX3371
 LX3371.The orthometric height was determined by differential leveling
 LX3371.and adjusted by the National Geodetic Survey in June 1991..
 LX3371
 LX3371.The geoid height was determined by GEOID03.
 LX3371
 LX3371.The dynamic height is computed by dividing the NAVD 88
 LX3371.geopotential number by the normal gravity value computed on the
 LX3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3371.degrees latitude (g = 980.6199 gals.).
 LX3371
 LX3371.The modeled gravity was interpolated from observed gravity values.
 LX3371
 LX3371;                    North         East    Units  Estimated Accuracy
 LX3371;SPC CT       -   227,280.      353,660.      MT  (+/- 180 meters Scaled)
 LX3371
 LX3371                          SUPERSEDED SURVEY CONTROL
 LX3371
 LX3371.No superseded survey control is available for this station.
 LX3371
 LX3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL366988(NAD 83)
 LX3371_MARKER: DB = BENCH MARK DISK
 LX3371_SETTING: 66 = SET IN ROCK OUTCROP
 LX3371_SP_SET: ROCK OUTCROP
 LX3371_STAMPING: S 90 1986
 LX3371_MARK LOGO: NGS   
 LX3371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3371+STABILITY: POSITION/ELEVATION WELL
 LX3371
 LX3371  HISTORY     - Date     Condition        Report By
 LX3371  HISTORY     - 1986     MONUMENTED       NGS
 LX3371  HISTORY     - 19901129 GOOD             USPSQD
 LX3371
 LX3371                          STATION DESCRIPTION
 LX3371
 LX3371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3371'3.9 KM (2.4 MI) EAST FROM MONTVILLE.
 LX3371'3.9 KM (2.4 MI) EAST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE
 LX3371'HIGHWAY 163 NORTH IN MONTVILLE TO THE INTERSECTION OF CAROLINE ROAD
 LX3371'AND CHERRY LANE AND THE MARK ON THE LEFT IN THE NORTHWEST ANGLE OF THE
 LX3371'INTERSECTION OF CAROLINE ROAD, IN TOP OF EXPOSED ROCK OUTCROP, ALSO
 LX3371'7.4 KM (4.6 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3371'STATE HIGHWAY 32 IN NORWICH, 14.78 METERS (48.5 FT) NORTHWEST OF
 LX3371'THE CENTERLINE OF THE HIGHWAY, 15.54 METERS (51.0 FT) NORTHEAST OF
 LX3371'THE CENTER OF CAROLINE ROAD, 7.44 METERS (24.4 FT) NORTHEAST OF A
 LX3371'SIGN SONECO SERVICE-MONTVILLE PLANT, 7.22 METERS (23.7 FT)
 LX3371'NORTHWEST OF UTILITY POLE NO. 708 WITH ONE GUY WIRE, 7.04 METERS
 LX3371'(23.1 FT) SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER.
 LX3371'THE MARK IS 0.06 M ABOVE HIGHWAY.
 LX3371
 LX3371                          STATION RECOVERY (1990)
 LX3371
 LX3371'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3154 ***********************************************************************
 LX3154  DESIGNATION -  S 91
 LX3154  PID         -  LX3154
 LX3154  STATE/COUNTY-  CT/MIDDLESEX
 LX3154  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3154
 LX3154                         *CURRENT SURVEY CONTROL
 LX3154  ___________________________________________________________________
 LX3154* NAD 83(1986)-  41 37 48.     (N)    072 40 36.     (W)     SCALED    
 LX3154* NAVD 88     -        36.154  (meters)     118.62   (feet)  ADJUSTED  
 LX3154  ___________________________________________________________________
 LX3154  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX3154  DYNAMIC HT  -          36.142 (meters)     118.58  (feet)  COMP
 LX3154  MODELED GRAV-     980,311.8   (mgal)                       NAVD 88
 LX3154
 LX3154  VERT ORDER  -  FIRST     CLASS II
 LX3154
 LX3154.The horizontal coordinates were scaled from a topographic map and have
 LX3154.an estimated accuracy of +/- 6 seconds.
 LX3154
 LX3154.The orthometric height was determined by differential leveling
 LX3154.and adjusted by the National Geodetic Survey in June 1991..
 LX3154
 LX3154.The geoid height was determined by GEOID03.
 LX3154
 LX3154.The dynamic height is computed by dividing the NAVD 88
 LX3154.geopotential number by the normal gravity value computed on the
 LX3154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3154.degrees latitude (g = 980.6199 gals.).
 LX3154
 LX3154.The modeled gravity was interpolated from observed gravity values.
 LX3154
 LX3154;                    North         East    Units  Estimated Accuracy
 LX3154;SPC CT       -   240,880.      310,910.      MT  (+/- 180 meters Scaled)
 LX3154
 LX3154                          SUPERSEDED SURVEY CONTROL
 LX3154
 LX3154.No superseded survey control is available for this station.
 LX3154
 LX3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM935113(NAD 83)
 LX3154_MARKER: I = METAL ROD
 LX3154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3154_SP_SET: STAINLESS STEEL ROD
 LX3154_STAMPING: S 91 1986
 LX3154_MARK LOGO: NGS   
 LX3154_PROJECTION: FLUSH
 LX3154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3154_ROD/PIPE-DEPTH: 12.1 meters
 LX3154
 LX3154  HISTORY     - Date     Condition        Report By
 LX3154  HISTORY     - 1986     MONUMENTED       NGS
 LX3154
 LX3154                          STATION DESCRIPTION
 LX3154
 LX3154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3154'6.6 KM (4.1 MI) SW FROM ROCKY HILL.
 LX3154'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF
 LX3154'STATE HIGHWAY 99 IN ROCKY HILL TO THE JUNCTION OF STATE HIGHWAY 3,
 LX3154'THENCE 3.2 KM (1.95 MI) SOUTH ALONG STATE HIGHWAY 3 TO THE MARK ON THE
 LX3154'LEFT ACROSS HIGHWAY FROM THE ARBORIO CORPORTATION AND IN LINE WITH
 LX3154'MAST ON TOP OF BUILDING.  IT IS 16.1 METERS (53.0 FT) EAST OF THE
 LX3154'CENTERLINE OF STATE HIGHWAY 3 AND 1.5 METERS (5.1 FT) SOUTH OF POWER
 LX3154'POLE NO. 1703.
 LX3154'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3154'THE MARK IS 0.42 METERS  N FROM  A WITNESS POST
 LX3154'THE MARK IS 0.30 M BELOW HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3440 ***********************************************************************
 LX3440  DESIGNATION -  S 92
 LX3440  PID         -  LX3440
 LX3440  STATE/COUNTY-  CT/NEW LONDON
 LX3440  USGS QUAD   -  OLD LYME (1976)
 LX3440
 LX3440                         *CURRENT SURVEY CONTROL
 LX3440  ___________________________________________________________________
 LX3440* NAD 83(1986)-  41 19 22.     (N)    072 19 38.     (W)     SCALED    
 LX3440* NAVD 88     -         6.672  (meters)      21.89   (feet)  ADJUSTED  
 LX3440  ___________________________________________________________________
 LX3440  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3440  DYNAMIC HT  -           6.670 (meters)      21.88  (feet)  COMP
 LX3440  MODELED GRAV-     980,283.2   (mgal)                       NAVD 88
 LX3440
 LX3440  VERT ORDER  -  FIRST     CLASS II
 LX3440
 LX3440.The horizontal coordinates were scaled from a topographic map and have
 LX3440.an estimated accuracy of +/- 6 seconds.
 LX3440
 LX3440.The orthometric height was determined by differential leveling
 LX3440.and adjusted by the National Geodetic Survey in June 1991..
 LX3440
 LX3440.The geoid height was determined by GEOID03.
 LX3440
 LX3440.The dynamic height is computed by dividing the NAVD 88
 LX3440.geopotential number by the normal gravity value computed on the
 LX3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3440.degrees latitude (g = 980.6199 gals.).
 LX3440
 LX3440.The modeled gravity was interpolated from observed gravity values.
 LX3440
 LX3440;                    North         East    Units  Estimated Accuracy
 LX3440;SPC CT       -   206,840.      340,200.      MT  (+/- 180 meters Scaled)
 LX3440
 LX3440                          SUPERSEDED SURVEY CONTROL
 LX3440
 LX3440.No superseded survey control is available for this station.
 LX3440
 LX3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL236780(NAD 83)
 LX3440_MARKER: I = METAL ROD
 LX3440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3440_SP_SET: STAINLESS STEEL ROD
 LX3440_STAMPING: S 92 1986
 LX3440_MARK LOGO: NGS   
 LX3440_PROJECTION: FLUSH
 LX3440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3440+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 LX3440_ROD/PIPE-DEPTH: 6.0  meters
 LX3440
 LX3440  HISTORY     - Date     Condition        Report By
 LX3440  HISTORY     - 1986     MONUMENTED       NGS
 LX3440  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3440  HISTORY     - 19901206 GOOD             USPSQD
 LX3440  HISTORY     - 20011015 GOOD             USPSQD
 LX3440
 LX3440                          STATION DESCRIPTION
 LX3440
 LX3440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3440'IN OLD LYME.
 LX3440'MARK IS LOCATED IN OLD LYME ALONG LYME STREET AT THE INTERSECTION OF
 LX3440'INTERSTATE 95 IN THE SOUTHEAST ANGLE OF THE INTERSECTION.  IT IS 12.4
 LX3440'METERS (40.8 FT) EAST OF THE CENTERLINE OF LYME STREET, 11.6 METERS
 LX3440'(38.3 FT) SOUTH OF THE CENTER OF A NORTHBOUND RAMP AND 1.8 METERS (6.0
 LX3440'FT) EAST OF THE EAST LEG OF SIGN--NORTH TO PROVIDENCE.
 LX3440'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3440'THE MARK IS 0.39 METERS  N FROM  A WITNESS POST
 LX3440'THE MARK IS 0.60 M ABOVE LYME STREET.
 LX3440
 LX3440                          STATION RECOVERY (1989)
 LX3440
 LX3440'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3440'MARK NOT FOUND.
 LX3440
 LX3440                          STATION RECOVERY (1990)
 LX3440
 LX3440'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3440'RECOVERED IN GOOD CONDITION.
 LX3440
 LX3440                          STATION RECOVERY (2001)
 LX3440
 LX3440'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1799 ***********************************************************************
 LW1799  DESIGNATION -  S 93
 LW1799  PID         -  LW1799
 LW1799  STATE/COUNTY-  CT/WINDHAM
 LW1799  USGS QUAD   -  PLAINFIELD (1983)
 LW1799
 LW1799                         *CURRENT SURVEY CONTROL
 LW1799  ___________________________________________________________________
 LW1799* NAD 83(1986)-  41 41 00.     (N)    071 55 51.     (W)     SCALED    
 LW1799* NAVD 88     -        65.024  (meters)     213.33   (feet)  ADJUSTED  
 LW1799  ___________________________________________________________________
 LW1799  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LW1799  DYNAMIC HT  -          65.002 (meters)     213.26  (feet)  COMP
 LW1799  MODELED GRAV-     980,277.1   (mgal)                       NAVD 88
 LW1799
 LW1799  VERT ORDER  -  FIRST     CLASS II
 LW1799
 LW1799.The horizontal coordinates were scaled from a topographic map and have
 LW1799.an estimated accuracy of +/- 6 seconds.
 LW1799
 LW1799.The orthometric height was determined by differential leveling
 LW1799.and adjusted by the National Geodetic Survey in June 1991..
 LW1799
 LW1799.The geoid height was determined by GEOID03.
 LW1799
 LW1799.The dynamic height is computed by dividing the NAVD 88
 LW1799.geopotential number by the normal gravity value computed on the
 LW1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1799.degrees latitude (g = 980.6199 gals.).
 LW1799
 LW1799.The modeled gravity was interpolated from observed gravity values.
 LW1799
 LW1799;                    North         East    Units  Estimated Accuracy
 LW1799;SPC CT       -   247,120.      373,000.      MT  (+/- 180 meters Scaled)
 LW1799
 LW1799                          SUPERSEDED SURVEY CONTROL
 LW1799
 LW1799.No superseded survey control is available for this station.
 LW1799
 LW1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG560187(NAD 83)
 LW1799_MARKER: DB = BENCH MARK DISK
 LW1799_SETTING: 66 = SET IN ROCK OUTCROP
 LW1799_SP_SET: ROCK OUTCROP
 LW1799_STAMPING: S 93 1986
 LW1799_MARK LOGO: NGS   
 LW1799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1799+STABILITY: POSITION/ELEVATION WELL
 LW1799
 LW1799  HISTORY     - Date     Condition        Report By
 LW1799  HISTORY     - 1986     MONUMENTED       NGS
 LW1799  HISTORY     - 19961125 GOOD             USPSQD
 LW1799
 LW1799                          STATION DESCRIPTION
 LW1799
 LW1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1799'1.0 KM (0.65 MI) WEST FROM PLAINFIELD.
 LW1799'1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 14A FROM THE POST OFFICE IN
 LW1799'PLAINFIELD TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF THE
 LW1799'PLAINFIELD CENTRAL SCHOOL AND PLAINFIELD MEMORIAL SCHOOL, IN TOP OF
 LW1799'THE LARGEST OF SEVERAL OUTCROPPING ROCK, 43.13 METERS (141.5 FT)
 LW1799'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 42.21 METERS (138.5 FT)
 LW1799'SOUTHEAST OF THE ENTRANCE DRIVE TO THE SCHOOL GROUNDS, 18.38 METERS
 LW1799'(60.3 FT) NORTHEAST OF UTILITY POLE NO. 2525 WHICH IS THE LAST UTILITY
 LW1799'POLE GOING TO THE SCHOOL.
 LW1799'THE MARK IS 2.5 M ABOVE HIGHWAY.
 LW1799
 LW1799                          STATION RECOVERY (1996)
 LW1799
 LW1799'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0688 ***********************************************************************
 LX0688  DESIGNATION -  S 96
 LX0688  PID         -  LX0688
 LX0688  STATE/COUNTY-  CT/LITCHFIELD
 LX0688  USGS QUAD   -  ELLSWORTH (1969)
 LX0688
 LX0688                         *CURRENT SURVEY CONTROL
 LX0688  ___________________________________________________________________
 LX0688* NAD 83(1986)-  41 45 29.     (N)    073 26 36.     (W)     SCALED    
 LX0688* NAVD 88     -       121.09   (+/-2cm)     397.3    (feet)  VERTCON   
 LX0688  ___________________________________________________________________
 LX0688  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX0688
 LX0688  VERT ORDER  -  ? (See Below)
 LX0688
 LX0688.The horizontal coordinates were scaled from a topographic map and have
 LX0688.an estimated accuracy of +/- 6 seconds.
 LX0688
 LX0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0688.The vertical order pertains to the NGVD 29 superseded value.
 LX0688
 LX0688.The geoid height was determined by GEOID03.
 LX0688
 LX0688;                    North         East    Units  Estimated Accuracy
 LX0688;SPC CT       -   255,330.      247,140.      MT  (+/- 180 meters Scaled)
 LX0688
 LX0688                          SUPERSEDED SURVEY CONTROL
 LX0688
 LX0688  NGVD 29 (??/??/92)  121.342  (m)          398.10   (f) ADJ UNCH    ?  
 LX0688
 LX0688.Superseded values are not recommended for survey control.
 LX0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0688.See file dsdata.txt to determine how the superseded data were derived.
 LX0688
 LX0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM294240(NAD 83)
 LX0688_MARKER: R = RIVET
 LX0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0688_SP_SET: CULVERT
 LX0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0688
 LX0688  HISTORY     - Date     Condition        Report By
 LX0688  HISTORY     - UNK      MONUMENTED       RBNF
 LX0688  HISTORY     - 1935     GOOD             NGS
 LX0688
 LX0688                          STATION DESCRIPTION
 LX0688
 LX0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0688'3 MI N FROM KENT.
 LX0688'3.0 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0688'RAILROAD FROM THE STATION AT KENT, LITCHFIELD COUNTY, ON A
 LX0688'STONE CULVERT, AND 5 FEET WEST OF THE WEST RAIL.  A COPPER
 LX0688'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3241 ***********************************************************************
 LX3241  DESIGNATION -  S 96
 LX3241  PID         -  LX3241
 LX3241  STATE/COUNTY-  CT/NEW LONDON
 LX3241  USGS QUAD   -  COLCHESTER (1984)
 LX3241
 LX3241                         *CURRENT SURVEY CONTROL
 LX3241  ___________________________________________________________________
 LX3241* NAD 83(1986)-  41 34 26.     (N)    072 18 46.     (W)     SCALED    
 LX3241* NAVD 88     -       158.416  (meters)     519.74   (feet)  ADJUSTED  
 LX3241  ___________________________________________________________________
 LX3241  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3241  DYNAMIC HT  -         158.360 (meters)     519.55  (feet)  COMP
 LX3241  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LX3241
 LX3241  VERT ORDER  -  FIRST     CLASS II
 LX3241
 LX3241.The horizontal coordinates were scaled from a topographic map and have
 LX3241.an estimated accuracy of +/- 6 seconds.
 LX3241
 LX3241.The orthometric height was determined by differential leveling
 LX3241.and adjusted by the National Geodetic Survey in June 1991..
 LX3241
 LX3241.The geoid height was determined by GEOID03.
 LX3241
 LX3241.The dynamic height is computed by dividing the NAVD 88
 LX3241.geopotential number by the normal gravity value computed on the
 LX3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3241.degrees latitude (g = 980.6199 gals.).
 LX3241
 LX3241.The modeled gravity was interpolated from observed gravity values.
 LX3241
 LX3241;                    North         East    Units  Estimated Accuracy
 LX3241;SPC CT       -   234,740.      341,270.      MT  (+/- 180 meters Scaled)
 LX3241
 LX3241                          SUPERSEDED SURVEY CONTROL
 LX3241
 LX3241.No superseded survey control is available for this station.
 LX3241
 LX3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM240059(NAD 83)
 LX3241_MARKER: DB = BENCH MARK DISK
 LX3241_SETTING: 66 = SET IN ROCK OUTCROP
 LX3241_SP_SET: ROCK OUTCROP
 LX3241_STAMPING: S 96 1986
 LX3241_MARK LOGO: NGS   
 LX3241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3241+STABILITY: POSITION/ELEVATION WELL
 LX3241
 LX3241  HISTORY     - Date     Condition        Report By
 LX3241  HISTORY     - 1986     MONUMENTED       NGS
 LX3241  HISTORY     - 19901115 GOOD             USPSQD
 LX3241
 LX3241                          STATION DESCRIPTION
 LX3241
 LX3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3241'1.8 KM (1.1 MI) EAST FROM COLCHESTER.
 LX3241'1.8 KM (1.1 MI) EAST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE IN
 LX3241'COLCHESTER TO THE MARK ON THE RIGHT.  IT IS 7.3 METERS (24.0 FT)
 LX3241'SOUTH OF THE CENTERLINE OF OLD STATE HIGHWAY 2 AND 7.6 METERS (25.0
 LX3241'FT) EAST OF THE CENTER OF A DRIVEWAY.
 LX3241'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 LX3241'THE MARK IS 1.8 M ABOVE OLD HIGHWAY 2.
 LX3241
 LX3241                          STATION RECOVERY (1990)
 LX3241
 LX3241'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0689 ***********************************************************************
 LX0689  DESIGNATION -  S 97
 LX0689  PID         -  LX0689
 LX0689  STATE/COUNTY-  CT/LITCHFIELD
 LX0689  USGS QUAD   -  ELLSWORTH (1969)
 LX0689
 LX0689                         *CURRENT SURVEY CONTROL
 LX0689  ___________________________________________________________________
 LX0689* NAD 83(1986)-  41 45 36.     (N)    073 26 25.     (W)     SCALED    
 LX0689* NAVD 88     -       120.57   (+/-2cm)     395.6    (feet)  VERTCON   
 LX0689  ___________________________________________________________________
 LX0689  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX0689
 LX0689  VERT ORDER  -  ? (See Below)
 LX0689
 LX0689.The horizontal coordinates were scaled from a topographic map and have
 LX0689.an estimated accuracy of +/- 6 seconds.
 LX0689
 LX0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0689.The vertical order pertains to the NGVD 29 superseded value.
 LX0689
 LX0689.The geoid height was determined by GEOID03.
 LX0689
 LX0689;                    North         East    Units  Estimated Accuracy
 LX0689;SPC CT       -   255,550.      247,400.      MT  (+/- 180 meters Scaled)
 LX0689
 LX0689                          SUPERSEDED SURVEY CONTROL
 LX0689
 LX0689  NGVD 29 (??/??/92)  120.821  (m)          396.39   (f) ADJ UNCH    ?  
 LX0689
 LX0689.Superseded values are not recommended for survey control.
 LX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0689.See file dsdata.txt to determine how the superseded data were derived.
 LX0689
 LX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM296243(NAD 83)
 LX0689_MARKER: R = RIVET
 LX0689_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0689_SP_SET: CULVERT
 LX0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0689
 LX0689  HISTORY     - Date     Condition        Report By
 LX0689  HISTORY     - UNK      MONUMENTED       RBNF
 LX0689  HISTORY     - 1935     GOOD             NGS
 LX0689
 LX0689                          STATION DESCRIPTION
 LX0689
 LX0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0689'3.2 MI N FROM KENT.
 LX0689'3.2 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0689'RAILROAD FROM THE STATION AT KENT, LITCHFIELD COUNTY, ON A
 LX0689'STONE CULVERT, AND 7 FEET EAST OF THE EAST RAIL.  A COPPER
 LX0689'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3407 ***********************************************************************
 LX3407  DESIGNATION -  S 97
 LX3407  PID         -  LX3407
 LX3407  STATE/COUNTY-  CT/NEW LONDON
 LX3407  USGS QUAD   -  UNCASVILLE (1984)
 LX3407
 LX3407                         *CURRENT SURVEY CONTROL
 LX3407  ___________________________________________________________________
 LX3407* NAD 83(1986)-  41 26 09.     (N)    072 06 37.     (W)     SCALED    
 LX3407* NAVD 88     -        28.349  (meters)      93.01   (feet)  ADJUSTED  
 LX3407  ___________________________________________________________________
 LX3407  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3407  DYNAMIC HT  -          28.339 (meters)      92.98  (feet)  COMP
 LX3407  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LX3407
 LX3407  VERT ORDER  -  FIRST     CLASS II
 LX3407
 LX3407.The horizontal coordinates were scaled from a topographic map and have
 LX3407.an estimated accuracy of +/- 6 seconds.
 LX3407
 LX3407.The orthometric height was determined by differential leveling
 LX3407.and adjusted by the National Geodetic Survey in June 1991..
 LX3407
 LX3407.The geoid height was determined by GEOID03.
 LX3407
 LX3407.The dynamic height is computed by dividing the NAVD 88
 LX3407.geopotential number by the normal gravity value computed on the
 LX3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3407.degrees latitude (g = 980.6199 gals.).
 LX3407
 LX3407.The modeled gravity was interpolated from observed gravity values.
 LX3407
 LX3407;                    North         East    Units  Estimated Accuracy
 LX3407;SPC CT       -   219,510.      358,270.      MT  (+/- 180 meters Scaled)
 LX3407
 LX3407                          SUPERSEDED SURVEY CONTROL
 LX3407
 LX3407.No superseded survey control is available for this station.
 LX3407
 LX3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL414911(NAD 83)
 LX3407_MARKER: DB = BENCH MARK DISK
 LX3407_SETTING: 66 = SET IN ROCK OUTCROP
 LX3407_SP_SET: ROCK OUTCROP
 LX3407_STAMPING: S 97 1986
 LX3407_MARK LOGO: NGS   
 LX3407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3407+STABILITY: POSITION/ELEVATION WELL
 LX3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3407+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX3407
 LX3407  HISTORY     - Date     Condition        Report By
 LX3407  HISTORY     - 1986     MONUMENTED       NGS
 LX3407  HISTORY     - 1989     GOOD             USPSQD
 LX3407  HISTORY     - 20020328 GOOD             USPSQD
 LX3407
 LX3407                          STATION DESCRIPTION
 LX3407
 LX3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3407'0.1 KM (0.05 MI) SOUTH FROM UNCASVILLE.
 LX3407'0.10 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX3407'STATE HIGHWAY 163 IN UNCASVILLE TO THE INTERSECTION OF MAPLE AVENUE
 LX3407'AND THE MARK ON THE RIGHT IN EXPOSED ROCK OUTCROP BELOW TWO LARGE
 LX3407'BILLBOARDS.  IT IS 24.08 METERS (79.0 FT) NORTHWEST OF THE CENTERLINE
 LX3407'OF THE HIGHWAY, 4.85 METERS (15.9 FT) SOUTH-SOUTHWEST OF THE
 LX3407'CENTERLINE OF MAPLE AVENUE AND 9.75 METERS (32.0 FT) SOUTHEAST OF
 LX3407'UTILITY POLE NO. 870 WITH A STREET LAMP.
 LX3407'THE MARK IS 0.43 METERS  SE FROM  A WITNESS POST
 LX3407'THE MARK IS 0.91 M ABOVE MAPLE AVENUE.
 LX3407
 LX3407                          STATION RECOVERY (1989)
 LX3407
 LX3407'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3407'RECOVERED IN GOOD CONDITION.
 LX3407
 LX3407                          STATION RECOVERY (2002)
 LX3407
 LX3407'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX3407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0690 ***********************************************************************
 LX0690  DESIGNATION -  S 98
 LX0690  PID         -  LX0690
 LX0690  STATE/COUNTY-  CT/LITCHFIELD
 LX0690  USGS QUAD   -  ELLSWORTH (1969)
 LX0690
 LX0690                         *CURRENT SURVEY CONTROL
 LX0690  ___________________________________________________________________
 LX0690* NAD 83(1986)-  41 45 58.     (N)    073 26 06.     (W)     SCALED    
 LX0690* NAVD 88     -       121.58   (+/-2cm)     398.9    (feet)  VERTCON   
 LX0690  ___________________________________________________________________
 LX0690  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX0690
 LX0690  VERT ORDER  -  ? (See Below)
 LX0690
 LX0690.The horizontal coordinates were scaled from a topographic map and have
 LX0690.an estimated accuracy of +/- 6 seconds.
 LX0690
 LX0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0690.The vertical order pertains to the NGVD 29 superseded value.
 LX0690
 LX0690.The geoid height was determined by GEOID03.
 LX0690
 LX0690;                    North         East    Units  Estimated Accuracy
 LX0690;SPC CT       -   256,220.      247,840.      MT  (+/- 180 meters Scaled)
 LX0690
 LX0690                          SUPERSEDED SURVEY CONTROL
 LX0690
 LX0690  NGVD 29 (??/??/92)  121.830  (m)          399.70   (f) ADJ UNCH    ?  
 LX0690
 LX0690.Superseded values are not recommended for survey control.
 LX0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0690.See file dsdata.txt to determine how the superseded data were derived.
 LX0690
 LX0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM300249(NAD 83)
 LX0690_MARKER: R = RIVET
 LX0690_SETTING: 0 = UNSPECIFIED SETTING
 LX0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0690
 LX0690  HISTORY     - Date     Condition        Report By
 LX0690  HISTORY     - UNK      MONUMENTED       RBNF
 LX0690  HISTORY     - 1935     GOOD             NGS
 LX0690
 LX0690                          STATION DESCRIPTION
 LX0690
 LX0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0690'3.5 MI N FROM KENT.
 LX0690'3.5 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0690'RAILROAD FROM THE STATION AT KENT, LITCHIFIELD COUNTY, AT
 LX0690'FLANDERS, AND 75 FEET SOUTH OF BENCH MARK D 17 DESCRIBED BELOW.
 LX0690'A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6767 ***********************************************************************
 LX6767  DESIGNATION -  S GLASTONBURY ANDREWS BARN CUP
 LX6767  PID         -  LX6767
 LX6767  STATE/COUNTY-  CT/HARTFORD
 LX6767  USGS QUAD   -  GLASTONBURY (1992)
 LX6767
 LX6767                         *CURRENT SURVEY CONTROL
 LX6767  ___________________________________________________________________
 LX6767* NAD 83(1996)-  41 38 22.85276(N)    072 36 36.05960(W)     ADJUSTED  
 LX6767* NAVD 88     -                                                        
 LX6767  ___________________________________________________________________
 LX6767  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LX6767  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6767
 LX6767  HORZ ORDER  -  THIRD
 LX6767
 LX6767.The horizontal coordinates were established by classical geodetic methods
 LX6767.and adjusted by the National Geodetic Survey in August 1998..
 LX6767
 LX6767
 LX6767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6767
 LX6767.The geoid height was determined by GEOID03.
 LX6767
 LX6767;                    North         East     Units Scale Factor Converg.
 LX6767;SPC CT       -   241,961.958   316,463.359   MT  0.99998485   +0 05 34.1
 LX6767;SPC CT       -   793,836.86  1,038,263.54   sFT  0.99998485   +0 05 34.1
 LX6767;UTM  18      - 4,612,531.034   699,052.286   MT  1.00008761   +1 35 18.7
 LX6767
 LX6767                          SUPERSEDED SURVEY CONTROL
 LX6767
 LX6767  NAD 83(1996)-  41 38 22.85202(N)    072 36 36.05968(W) AD(       ) 4
 LX6767  NAD 83(1992)-  41 38 22.85220(N)    072 36 36.05961(W) AD(       ) 4
 LX6767  NAD 83(1992)-  41 38 22.85383(N)    072 36 36.06150(W) AD(       ) 4
 LX6767  NAD 83(1986)-  41 38 22.85402(N)    072 36 36.06138(W) AD(       ) 4
 LX6767  NAD 27      -  41 38 22.49300(N)    072 36 37.73900(W) AD(       ) 3
 LX6767
 LX6767.Superseded values are not recommended for survey control.
 LX6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6767.See file dsdata.txt to determine how the superseded data were derived.
 LX6767
 LX6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9905212531(NAD 83)
 LX6767
 LX6767  HISTORY     - Date     Condition        Report By
 LX6767  HISTORY     - 1935     MONUMENTED       CGS
 LX6767  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6767
 LX6767                          STATION DESCRIPTION
 LX6767
 LX6767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6767'THE BARN OF MR. D.W. ANDREWS IS ON THE S SIDE OF THE ROAD THAT
 LX6767'TURNS OFF TO THE WESTWARD FROM ROUTE 15, 0.3 MILE NORTHERLY OF
 LX6767'THE PORTLAND-GLASTONBURY TOWN LINE.  IT IS THE FIRST BARN ON THE
 LX6767'S SIDE OF THE ROAD AND THE ONLY ONE OF THE GROUP OF TOBACCO BARNS
 LX6767'THAT HAS A CUPOLA ON IT.  THE BARN IS LEASED BY THE GOODRICH
 LX6767'TOBACCO COMPANY.  THE CUPOLA IS SQUARE AND IN THE CENTER OF THE
 LX6767'BARN.  THE RIDGE POLE OF THE BARN SETS E AND W.  THE STATION IS
 LX6767'THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 35 FEET.
 LX6767
 LX6767                          STATION RECOVERY (1948)
 LX6767
 LX6767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6767'THE CUPOLA HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THE STATION
 LX6767'BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6774 ***********************************************************************
 LX6774  DESIGNATION -  S GLASTONBURY CONG CH TOWER
 LX6774  PID         -  LX6774
 LX6774  STATE/COUNTY-  CT/HARTFORD
 LX6774  USGS QUAD   -  GLASTONBURY (1992)
 LX6774
 LX6774                         *CURRENT SURVEY CONTROL
 LX6774  ___________________________________________________________________
 LX6774* NAD 83(1996)-  41 40 03.92710(N)    072 36 10.53673(W)     ADJUSTED  
 LX6774* NAVD 88     -                                                        
 LX6774  ___________________________________________________________________
 LX6774  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 LX6774  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6774
 LX6774  HORZ ORDER  -  THIRD
 LX6774
 LX6774.The horizontal coordinates were established by classical geodetic methods
 LX6774.and adjusted by the National Geodetic Survey in August 1998..
 LX6774
 LX6774
 LX6774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6774
 LX6774.The geoid height was determined by GEOID03.
 LX6774
 LX6774;                    North         East     Units Scale Factor Converg.
 LX6774;SPC CT       -   245,081.217   317,048.730   MT  0.99998587   +0 05 51.1
 LX6774;SPC CT       -   804,070.63  1,040,184.04   sFT  0.99998587   +0 05 51.1
 LX6774;UTM  18      - 4,615,664.838   699,556.066   MT  1.00009008   +1 35 38.8
 LX6774
 LX6774                          SUPERSEDED SURVEY CONTROL
 LX6774
 LX6774  NAD 83(1996)-  41 40 03.92648(N)    072 36 10.53680(W) AD(       ) 4
 LX6774  NAD 83(1992)-  41 40 03.92661(N)    072 36 10.53675(W) AD(       ) 4
 LX6774  NAD 83(1992)-  41 40 03.92822(N)    072 36 10.53858(W) AD(       ) 4
 LX6774  NAD 83(1986)-  41 40 03.92840(N)    072 36 10.53841(W) AD(       ) 4
 LX6774  NAD 27      -  41 40 03.56000(N)    072 36 12.22000(W) AD(       ) 3
 LX6774
 LX6774.Superseded values are not recommended for survey control.
 LX6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6774.See file dsdata.txt to determine how the superseded data were derived.
 LX6774
 LX6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9955615665(NAD 83)
 LX6774
 LX6774  HISTORY     - Date     Condition        Report By
 LX6774  HISTORY     - 1935     MONUMENTED       CGS
 LX6774  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6774
 LX6774                          STATION DESCRIPTION
 LX6774
 LX6774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6774'THE CONGREGATIONAL CHURCH IN SOUTH GLASTONBURY IS ON THE
 LX6774'NORTHERLY SIDE OF HIGH STREET W OF ROUTE 15 (MAIN STREET).  THE
 LX6774'CHURCH IS A FRAME STRUCTURE PAINTED WHITE AND HAS A GABLE
 LX6774'ROOF.  THERE IS A CLOCK FACE IN THE S GABLE.
 LX6774'
 LX6774'THE TOWER IS ALSO WOODEN AND IS AT THE S END OF THE CHURCH.  IT
 LX6774'IS SQUARE AND IN TWO SECTIONS, THE ROOF OF THE TOWER IS FLAT.
 LX6774'
 LX6774'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT
 LX6774'50 FEET.
 LX6774
 LX6774                          STATION RECOVERY (1948)
 LX6774
 LX6774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6774'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6760 ***********************************************************************
 LX6760  DESIGNATION -  S GLASTONBURY EPIS CH TOWER
 LX6760  PID         -  LX6760
 LX6760  STATE/COUNTY-  CT/HARTFORD
 LX6760  USGS QUAD   -  GLASTONBURY (1992)
 LX6760
 LX6760                         *CURRENT SURVEY CONTROL
 LX6760  ___________________________________________________________________
 LX6760* NAD 83(1996)-  41 40 02.44874(N)    072 36 09.15919(W)     ADJUSTED  
 LX6760* NAVD 88     -                                                        
 LX6760  ___________________________________________________________________
 LX6760  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LX6760  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6760
 LX6760  HORZ ORDER  -  THIRD
 LX6760
 LX6760.The horizontal coordinates were established by classical geodetic methods
 LX6760.and adjusted by the National Geodetic Survey in August 1998..
 LX6760
 LX6760
 LX6760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6760
 LX6760.The geoid height was determined by GEOID03.
 LX6760
 LX6760;                    North         East     Units Scale Factor Converg.
 LX6760;SPC CT       -   245,035.661   317,080.675   MT  0.99998586   +0 05 52.0
 LX6760;SPC CT       -   803,921.16  1,040,288.85   sFT  0.99998586   +0 05 52.0
 LX6760;UTM  18      - 4,615,620.128   699,589.192   MT  1.00009024   +1 35 39.7
 LX6760
 LX6760                          SUPERSEDED SURVEY CONTROL
 LX6760
 LX6760  NAD 83(1996)-  41 40 02.44808(N)    072 36 09.15925(W) AD(       ) 4
 LX6760  NAD 83(1992)-  41 40 02.44825(N)    072 36 09.15921(W) AD(       ) 4
 LX6760  NAD 83(1992)-  41 40 02.44982(N)    072 36 09.16103(W) AD(       ) 4
 LX6760  NAD 83(1986)-  41 40 02.45005(N)    072 36 09.16089(W) AD(       ) 4
 LX6760  NAD 27      -  41 40 02.08000(N)    072 36 10.84000(W) AD(       ) 3
 LX6760
 LX6760.Superseded values are not recommended for survey control.
 LX6760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6760.See file dsdata.txt to determine how the superseded data were derived.
 LX6760
 LX6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9958915620(NAD 83)
 LX6760
 LX6760  HISTORY     - Date     Condition        Report By
 LX6760  HISTORY     - 1935     MONUMENTED       CGS
 LX6760  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6760
 LX6760                          STATION DESCRIPTION
 LX6760
 LX6760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6760'THE SOUTH GLASTONBURY EPISCOPAL CHURCH IS ON THE W SIDE OF ROUTE
 LX6760'15 (MAIN STREET) JUST S OF HIGH STREET.  IT IS A BROWN BRICK
 LX6760'BUILDING WITH A GABLE ROOF THAT SETS E AND W.  THE OVERHANGING
 LX6760'GABLE IS SUPPORTED ON TWO WHITE FLUTE COLUMNS - ONE ON EACH SIDE
 LX6760'OF THE STEPS AND TWO SQUARE BRICK COLUMNS ONE AT EACH EAVE.  THE
 LX6760'TOWER IS AT THE FRONT OF THE CHURCH BACK OF THE OVERHANG AND IN
 LX6760'THE E AND W CENTER LINE.  IT IS SQUARE AND IN TWO SECTIONS AND
 LX6760'IS MADE OF WOOD.  THE STATION IS THE CENTER LINE OF THE TOWER.
 LX6760'HEIGHT ABOUT 60 FEET.
 LX6760
 LX6760                          STATION RECOVERY (1948)
 LX6760
 LX6760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6760'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6771 ***********************************************************************
 LX6771  DESIGNATION -  S GLASTONBURY FRONT RANGE LT
 LX6771  PID         -  LX6771
 LX6771  STATE/COUNTY-  CT/HARTFORD
 LX6771  USGS QUAD   -  GLASTONBURY (1992)
 LX6771
 LX6771                         *CURRENT SURVEY CONTROL
 LX6771  ___________________________________________________________________
 LX6771* NAD 83(1996)-  41 40 31.92547(N)    072 36 25.95487(W)     ADJUSTED  
 LX6771* NAVD 88     -                                                        
 LX6771  ___________________________________________________________________
 LX6771  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LX6771  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6771
 LX6771  HORZ ORDER  -  THIRD
 LX6771
 LX6771.The horizontal coordinates were established by classical geodetic methods
 LX6771.and adjusted by the National Geodetic Survey in August 1998..
 LX6771
 LX6771
 LX6771.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6771
 LX6771.The geoid height was determined by GEOID03.
 LX6771
 LX6771;                    North         East     Units Scale Factor Converg.
 LX6771;SPC CT       -   245,944.409   316,690.634   MT  0.99998620   +0 05 40.8
 LX6771;SPC CT       -   806,902.62  1,039,009.19   sFT  0.99998620   +0 05 40.8
 LX6771;UTM  18      - 4,616,518.470   699,175.506   MT  1.00008821   +1 35 29.5
 LX6771
 LX6771                          SUPERSEDED SURVEY CONTROL
 LX6771
 LX6771  NAD 83(1996)-  41 40 31.92486(N)    072 36 25.95491(W) AD(       ) 4
 LX6771  NAD 83(1992)-  41 40 31.92499(N)    072 36 25.95492(W) AD(       ) 4
 LX6771  NAD 83(1992)-  41 40 31.92659(N)    072 36 25.95663(W) AD(       ) 4
 LX6771  NAD 83(1986)-  41 40 31.92679(N)    072 36 25.95653(W) AD(       ) 4
 LX6771  NAD 27      -  41 40 31.56000(N)    072 36 27.64000(W) AD(       ) 3
 LX6771
 LX6771.Superseded values are not recommended for survey control.
 LX6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6771.See file dsdata.txt to determine how the superseded data were derived.
 LX6771
 LX6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9917616518(NAD 83)
 LX6771
 LX6771  HISTORY     - Date     Condition        Report By
 LX6771  HISTORY     - UNK      MONUMENTED
 LX6771  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6771  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6771
 LX6771                          STATION DESCRIPTION
 LX6771
 LX6771'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6771'THIS IS A RED SKELETON STEEL STRUCTURE WHICH IS ABOUT 30 FEET
 LX6771'HIGH.  A WHITE TANK IS ENCLOSED WITHIN THE LEGS 5 FEET ABOVE
 LX6771'GROUND.  THE LIGHT IS APPROXIMATELY 40 FEET ABOVE MEAN HIGH WATER
 LX6771'AND 50 FEET INSHORE FROM THE MEAN HIGH-WATER LINE.
 LX6771'
 LX6771'THE STATION IS ON THE E SHORE OF THE CONNECTICUT RIVER AT THE
 LX6771'S END OF GLASTONBURY BAR.
 LX6771
 LX6771                          STATION RECOVERY (1969)
 LX6771
 LX6771'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6771'STATION RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY NOTE,
 LX6771'BY R.J.S., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6782 ***********************************************************************
 LX6782  DESIGNATION -  S GLASTONBURY HORTONS BARN CUP
 LX6782  PID         -  LX6782
 LX6782  STATE/COUNTY-  CT/HARTFORD
 LX6782  USGS QUAD   -  GLASTONBURY (1992)
 LX6782
 LX6782                         *CURRENT SURVEY CONTROL
 LX6782  ___________________________________________________________________
 LX6782* NAD 83(1996)-  41 39 53.01264(N)    072 36 58.51510(W)     ADJUSTED  
 LX6782* NAVD 88     -                                                        
 LX6782  ___________________________________________________________________
 LX6782  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 LX6782  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6782
 LX6782  HORZ ORDER  -  THIRD
 LX6782
 LX6782.The horizontal coordinates were established by classical geodetic methods
 LX6782.and adjusted by the National Geodetic Survey in August 1998..
 LX6782
 LX6782
 LX6782.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6782
 LX6782.The geoid height was determined by GEOID03.
 LX6782
 LX6782;                    North         East     Units Scale Factor Converg.
 LX6782;SPC CT       -   244,742.687   315,939.364   MT  0.99998575   +0 05 19.3
 LX6782;SPC CT       -   802,959.97  1,036,544.40   sFT  0.99998575   +0 05 19.3
 LX6782;UTM  18      - 4,615,297.413   698,455.808   MT  1.00008469   +1 35 06.6
 LX6782
 LX6782                          SUPERSEDED SURVEY CONTROL
 LX6782
 LX6782  NAD 83(1996)-  41 39 53.01202(N)    072 36 58.51520(W) AD(       ) 4
 LX6782  NAD 83(1992)-  41 39 53.01214(N)    072 36 58.51514(W) AD(       ) 4
 LX6782  NAD 83(1992)-  41 39 53.01378(N)    072 36 58.51695(W) AD(       ) 4
 LX6782  NAD 83(1986)-  41 39 53.01398(N)    072 36 58.51687(W) AD(       ) 4
 LX6782  NAD 27      -  41 39 52.64500(N)    072 37 00.19600(W) AD(       ) 3
 LX6782
 LX6782.Superseded values are not recommended for survey control.
 LX6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6782.See file dsdata.txt to determine how the superseded data were derived.
 LX6782
 LX6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9845615297(NAD 83)
 LX6782
 LX6782  HISTORY     - Date     Condition        Report By
 LX6782  HISTORY     - 1935     MONUMENTED       CGS
 LX6782  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6782
 LX6782                          STATION DESCRIPTION
 LX6782
 LX6782'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6782'THE BARN OF HOWARD HORTON IS ON THE NORTHWESTERLY SIDE OF THE ROAD
 LX6782'THAT LEAVES THE ROUTE 15 AT THE CONCRETE BRIDGE IN SOUTH
 LX6782'GLASTONBURY AND GOES TO THE RIVER AND IS 0.7 MILES.  THE BARN IS
 LX6782'A FRAME BUILDING WITH VERTICAL SIDING AND A WOOD SHINGLE ROOF.
 LX6782'THE CUPOLA IS SQUARE AND IS IN THE CENTER OF THE BARN.  IT HAS A
 LX6782'WINDOW IN EACH SIDE AND IS PAINTED RED WITH WHITE TRIM.  THE ROOF
 LX6782'OF THE CUPOLA IS FLAT WITH A PROJECTION IN THE CENTER.  THE BARN
 LX6782'SETS BACK FROM THE ROAD NORTHERLY OF THE HOUSE.  THE STATION
 LX6782'IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 30 FEET.
 LX6782
 LX6782                          STATION RECOVERY (1948)
 LX6782
 LX6782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6782'THIS CUPOLA, AS AN ACCURATE POINT OF TRIANGULATION, HAS BEEN
 LX6782'DESTROYED.  THE CUPOLA WAS BLOWN OFF IN 1938.  A NEW CUPOLA HAS
 LX6782'BEEN BUILT IN APPROXIMATELY THE SAME LOCATION AS THE ORIGINAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6764 ***********************************************************************
 LX6764  DESIGNATION -  S GLASTONBURY REAR RANGE LT
 LX6764  PID         -  LX6764
 LX6764  STATE/COUNTY-  CT/HARTFORD
 LX6764  USGS QUAD   -  GLASTONBURY (1992)
 LX6764
 LX6764                         *CURRENT SURVEY CONTROL
 LX6764  ___________________________________________________________________
 LX6764* NAD 83(1996)-  41 40 29.70681(N)    072 36 25.31438(W)     ADJUSTED  
 LX6764* NAVD 88     -                                                        
 LX6764  ___________________________________________________________________
 LX6764  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LX6764  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6764
 LX6764  HORZ ORDER  -  THIRD
 LX6764
 LX6764.The horizontal coordinates were established by classical geodetic methods
 LX6764.and adjusted by the National Geodetic Survey in August 1998..
 LX6764
 LX6764
 LX6764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6764
 LX6764.The geoid height was determined by GEOID03.
 LX6764
 LX6764;                    North         East     Units Scale Factor Converg.
 LX6764;SPC CT       -   245,875.984   316,705.562   MT  0.99998617   +0 05 41.3
 LX6764;SPC CT       -   806,678.12  1,039,058.16   sFT  0.99998617   +0 05 41.3
 LX6764;UTM  18      - 4,616,450.452   699,192.218   MT  1.00008829   +1 35 29.8
 LX6764
 LX6764                          SUPERSEDED SURVEY CONTROL
 LX6764
 LX6764  NAD 83(1996)-  41 40 29.70616(N)    072 36 25.31449(W) AD(       ) 4
 LX6764  NAD 83(1992)-  41 40 29.70633(N)    072 36 25.31443(W) AD(       ) 4
 LX6764  NAD 83(1992)-  41 40 29.70791(N)    072 36 25.31620(W) AD(       ) 4
 LX6764  NAD 83(1986)-  41 40 29.70812(N)    072 36 25.31604(W) AD(       ) 4
 LX6764  NAD 27      -  41 40 29.34200(N)    072 36 26.99800(W) AD(       ) 3
 LX6764
 LX6764.Superseded values are not recommended for survey control.
 LX6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6764.See file dsdata.txt to determine how the superseded data were derived.
 LX6764
 LX6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9919216450(NAD 83)
 LX6764
 LX6764  HISTORY     - Date     Condition        Report By
 LX6764  HISTORY     - UNK      MONUMENTED
 LX6764  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6764
 LX6764                          STATION DESCRIPTION
 LX6764
 LX6764'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6764'LIGHT HAS BEEN REMOVED AND RELOCATED ABOUT 50 FEET S OF ITS
 LX6764'ORIGINAL POSITION.  IT IS RECOMMENDED THAT THIS STATION BE
 LX6764'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6589 ***********************************************************************
 LX6589  DESIGNATION -  S MANCHESTER CENTER CH SPIRE
 LX6589  PID         -  LX6589
 LX6589  STATE/COUNTY-  CT/HARTFORD
 LX6589  USGS QUAD   -  MANCHESTER (1992)
 LX6589
 LX6589                         *CURRENT SURVEY CONTROL
 LX6589  ___________________________________________________________________
 LX6589* NAD 83(1996)-  41 46 33.29985(N)    072 31 19.72735(W)     ADJUSTED  
 LX6589* NAVD 88     -                                                        
 LX6589  ___________________________________________________________________
 LX6589  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 LX6589  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX6589
 LX6589  HORZ ORDER  -  THIRD
 LX6589
 LX6589.The horizontal coordinates were established by classical geodetic methods
 LX6589.and adjusted by the National Geodetic Survey in August 1998..
 LX6589
 LX6589
 LX6589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6589
 LX6589.The geoid height was determined by GEOID03.
 LX6589
 LX6589;                    North         East     Units Scale Factor Converg.
 LX6589;SPC CT       -   257,108.635   323,744.360   MT  0.99999206   +0 09 03.9
 LX6589;SPC CT       -   843,530.58  1,062,151.29   sFT  0.99999206   +0 09 03.9
 LX6589;UTM  18      - 4,627,864.661   705,935.642   MT  1.00012190   +1 39 04.9
 LX6589
 LX6589                          SUPERSEDED SURVEY CONTROL
 LX6589
 LX6589  NAD 83(1996)-  41 46 33.29945(N)    072 31 19.72742(W) AD(       ) 4
 LX6589  NAD 83(1992)-  41 46 33.29972(N)    072 31 19.72752(W) AD(       ) 4
 LX6589  NAD 83(1992)-  41 46 33.30067(N)    072 31 19.72866(W) AD(       ) 4
 LX6589  NAD 83(1986)-  41 46 33.30116(N)    072 31 19.72834(W) AD(       ) 4
 LX6589  NAD 27      -  41 46 32.94000(N)    072 31 21.42000(W) AD(       ) 3
 LX6589
 LX6589.Superseded values are not recommended for survey control.
 LX6589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6589.See file dsdata.txt to determine how the superseded data were derived.
 LX6589
 LX6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0593627865(NAD 83)
 LX6589
 LX6589  HISTORY     - Date     Condition        Report By
 LX6589  HISTORY     - 1936     MONUMENTED       CTGS
 LX6589
 LX6589                          STATION DESCRIPTION
 LX6589
 LX6589'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX6589'THE SOUTH MANCHESTER CENTER CHURCH IS ON THE CORNER OF MAIN
 LX6589'STREET AND U.S. HIGHWAY 44.  IT IS A WHITE BUILDING WITH A TALL
 LX6589'SPIRE ON TOP.  THE POINT OBSERVED ON WAS THE TOP OF THE SPIRE.
 LX6589'
 LX6589'OBSERVED FROM WICKHAM AND BOX HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6588 ***********************************************************************
 LX6588  DESIGNATION -  S MANCHESTER CHENEY BROS STACK
 LX6588  PID         -  LX6588
 LX6588  STATE/COUNTY-  CT/HARTFORD
 LX6588  USGS QUAD   -  MANCHESTER (1992)
 LX6588
 LX6588                         *CURRENT SURVEY CONTROL
 LX6588  ___________________________________________________________________
 LX6588* NAD 83(1996)-  41 46 01.33164(N)    072 31 38.98987(W)     ADJUSTED  
 LX6588* NAVD 88     -                                                        
 LX6588  ___________________________________________________________________
 LX6588  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 LX6588  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX6588
 LX6588  HORZ ORDER  -  THIRD
 LX6588
 LX6588.The horizontal coordinates were established by classical geodetic methods
 LX6588.and adjusted by the National Geodetic Survey in August 1998..
 LX6588
 LX6588
 LX6588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6588
 LX6588.The geoid height was determined by GEOID03.
 LX6588
 LX6588;                    North         East     Units Scale Factor Converg.
 LX6588;SPC CT       -   256,121.190   323,302.044   MT  0.99999142   +0 08 51.1
 LX6588;SPC CT       -   840,290.94  1,060,700.12   sFT  0.99999142   +0 08 51.1
 LX6588;UTM  18      - 4,626,865.845   705,519.274   MT  1.00011979   +1 38 51.1
 LX6588
 LX6588                          SUPERSEDED SURVEY CONTROL
 LX6588
 LX6588  NAD 83(1996)-  41 46 01.33123(N)    072 31 38.98992(W) AD(       ) 4
 LX6588  NAD 83(1992)-  41 46 01.33149(N)    072 31 38.98982(W) AD(       ) 4
 LX6588  NAD 83(1992)-  41 46 01.33248(N)    072 31 38.99159(W) AD(       ) 4
 LX6588  NAD 83(1986)-  41 46 01.33290(N)    072 31 38.99128(W) AD(       ) 4
 LX6588  NAD 27      -  41 46 00.97400(N)    072 31 40.67400(W) AD(       ) 3
 LX6588
 LX6588.Superseded values are not recommended for survey control.
 LX6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6588.See file dsdata.txt to determine how the superseded data were derived.
 LX6588
 LX6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0551926866(NAD 83)
 LX6588
 LX6588  HISTORY     - Date     Condition        Report By
 LX6588  HISTORY     - 1936     MONUMENTED       CTGS
 LX6588
 LX6588                          STATION DESCRIPTION
 LX6588
 LX6588'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX6588'THE CHENEY BROS. (SILK MANUFACTURERS) SMOKE STACK IS A BRICK STACK
 LX6588'ABOUT 90 TO 100 FEET HIGH.  THE FACTORY IS ABOUT 1/2 MILE SOUTHWEST
 LX6588'OF SOUTH MANCHESTER.
 LX6588'
 LX6588'OBSERVED FROM WICKHAM AND BOX HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3796 ***********************************************************************
 LX3796  DESIGNATION -  S NORWALK HUNGARIAN CATH CH
 LX3796  PID         -  LX3796
 LX3796  STATE/COUNTY-  CT/FAIRFIELD
 LX3796  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3796
 LX3796                         *CURRENT SURVEY CONTROL
 LX3796  ___________________________________________________________________
 LX3796* NAD 83(1996)-  41 05 33.88480(N)    073 25 40.36705(W)     ADJUSTED  
 LX3796* NAVD 88     -                                                        
 LX3796  ___________________________________________________________________
 LX3796  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LX3796  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX3796
 LX3796  HORZ ORDER  -  THIRD
 LX3796
 LX3796.The horizontal coordinates were established by classical geodetic methods
 LX3796.and adjusted by the National Geodetic Survey in August 1998..
 LX3796
 LX3796
 LX3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3796
 LX3796.The geoid height was determined by GEOID03.
 LX3796
 LX3796;                    North         East     Units Scale Factor Converg.
 LX3796;SPC CT       -   181,433.239   247,846.963   MT  1.00001257   -0 26 58.1
 LX3796;SPC CT       -   595,252.22    813,144.58   sFT  1.00001257   -0 26 58.1
 LX3796;UTM  18      - 4,550,243.580   632,034.498   MT  0.99981456   +1 02 00.5
 LX3796
 LX3796                          SUPERSEDED SURVEY CONTROL
 LX3796
 LX3796  NAD 83(1992)-  41 05 33.88423(N)    073 25 40.36538(W) AD(       ) 4
 LX3796  NAD 83(1986)-  41 05 33.88483(N)    073 25 40.36777(W) AD(       ) 4
 LX3796  NAD 27      -  41 05 33.54500(N)    073 25 41.94100(W) AD(       ) 3
 LX3796
 LX3796.Superseded values are not recommended for survey control.
 LX3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3796.See file dsdata.txt to determine how the superseded data were derived.
 LX3796
 LX3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3203450244(NAD 83)
 LX3796
 LX3796  HISTORY     - Date     Condition        Report By
 LX3796  HISTORY     - 1932     MONUMENTED       CGS
 LX3796  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3796  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3796
 LX3796                          STATION DESCRIPTION
 LX3796
 LX3796'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3796'THE STATION IS THE TOP OF SPIRE OF THE HUNGARIAN CATHOLIC CHURCH
 LX3796'OF SOUTH NORWALK.  THE SPIRE IS OF GRAY TILE AND IS SURMOUNTED BY
 LX3796'A GOLD CROSS.  THE CHURCH BUILDING IS OF IRREGULAR CONSTRUCTION
 LX3796'WITH VARIEGATED COLORED ROOF.  TWO SMALLER FLANKING SPIRES ARE
 LX3796'SIMILAR TO MAIN SPIRE BUT OF NEGLIGIBLE HEIGHT.  THE CHURCH IS ON
 LX3796'RIDGE STREET.
 LX3796
 LX3796                          STATION RECOVERY (1933)
 LX3796
 LX3796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3796'SPIRE RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTIONS--THE
 LX3796'CHURCH IS ON CLIFF STREET.  THE STREET ENTERING CLIFF STREET
 LX3796'DIRECTLY S OF THE CHURCH IS RIDGE STREET.  THE ACCOMPANYING
 LX3796'SKETCH SHOWS ITS LOCATION.
 LX3796
 LX3796                          STATION RECOVERY (1958)
 LX3796
 LX3796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3796'RECOVERED AS DESCRIBED, AND AS AMENDED BY G.C.M., 1933.  ONLY
 LX3796'MINOR EXCEPTION IS, THE SPIRE IS OF GRAY TILE.
 LX3796'
 LX3796'THE TALL SPIRE NOW HAS A BLACK AND GRAY SHEATHING, IN A SMALL,
 LX3796'CHECKERED, DIAMOND-SHAPED PATTERN.  VERTICAL AXIS OF A DIAMOND,
 LX3796'ABOUT 9 INCHES.  HORIZONTAL AXIS ABOUT 6 INCHES.
 LX3796'
 LX3796'VIEWED FROM A POSITION ON RIDGE ST., ABOUT 200 FT. S OF CHURCH,
 LX3796'SHEATHING SEEMS TO BE OF THIN SLATE, OR SOME COMPOSITION
 LX3796'MATERIAL.  NOT TILE.
 LX3796'
 LX3796'THE GOLD CROSS, SURMOUNTING THE SPIRE, HAS BEEN FRESHLY CLEANED,
 LX3796'OR RECENTLY RE-GILDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6349 ***********************************************************************
 LX6349  DESIGNATION -  SACHEM 2
 LX6349  PID         -  LX6349
 LX6349  STATE/COUNTY-  CT/NEW HAVEN
 LX6349  USGS QUAD   -  
 LX6349
 LX6349                         *CURRENT SURVEY CONTROL
 LX6349  ___________________________________________________________________
 LX6349* NAD 83(1996)-  41 14 53.78446(N)    072 42 05.24565(W)     ADJUSTED  
 LX6349* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LX6349  ___________________________________________________________________
 LX6349  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LX6349  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX6349
 LX6349  HORZ ORDER  -  THIRD
 LX6349
 LX6349.The horizontal coordinates were established by classical geodetic methods
 LX6349.and adjusted by the National Geodetic Survey in August 1998..
 LX6349.No horizontal observational check was made to the station.
 LX6349
 LX6349.The orthometric height was scaled from a topographic map.
 LX6349
 LX6349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6349
 LX6349.The geoid height was determined by GEOID03.
 LX6349
 LX6349;                    North         East     Units Scale Factor Converg.
 LX6349;SPC CT       -   198,483.514   308,869.391   MT  0.99999548   +0 01 55.9
 LX6349;SPC CT       -   651,191.33  1,013,348.99   sFT  0.99999548   +0 01 55.9
 LX6349;SPC NY L     -   120,918.826   408,840.239   MT  1.00001901   +0 50 57.7
 LX6349;SPC NY L     -   396,714.51  1,341,336.68   sFT  1.00001901   +0 50 57.7
 LX6349;UTM  18      - 4,568,866.127   692,590.623   MT  1.00005650   +1 30 57.4
 LX6349
 LX6349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6349!SPC CT       -   1.00000259  x   0.99999548  =   0.99999807
 LX6349!SPC NY L     -   1.00000259  x   1.00001901  =   1.00002160
 LX6349!UTM  18      -   1.00000259  x   1.00005650  =   1.00005909
 LX6349
 LX6349|---------------------------------------------------------------------|
 LX6349| PID    Reference Object                     Distance      Geod. Az  |
 LX6349|                                                           dddmmss.s |
 LX6349| LX6350 SACHEM                               25.825 METERS 01342     |
 LX6349| CZ7864 SACHEM RM 2                          10.962 METERS 04705     |
 LX6349| CZ7863 SACHEM RM 1                          43.824 METERS 12144     |
 LX6349| LX6351 FALKNER IS LIGHTHOUSE               APPROX. 5.7 KM 1350739.5 |
 LX6349| CZ7865 SACHEM 2 RM 3                        65.861 METERS 30242     |
 LX6349|---------------------------------------------------------------------|
 LX6349
 LX6349                          SUPERSEDED SURVEY CONTROL
 LX6349
 LX6349  NAD 83(1992)-  41 14 53.78357(N)    072 42 05.24551(W) AD(       ) 3
 LX6349  NAD 83(1986)-  41 14 53.78575(N)    072 42 05.24830(W) AD(       ) 3
 LX6349  NAD 27      -  41 14 53.43670(N)    072 42 06.90680(W) AD(       ) 3
 LX6349
 LX6349.Superseded values are not recommended for survey control.
 LX6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6349.See file dsdata.txt to determine how the superseded data were derived.
 LX6349
 LX6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9259168866(NAD 83)
 LX6349_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6349_SETTING: 66 = SET IN ROCK OUTCROP
 LX6349_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6349+STABILITY: POSITION/ELEVATION WELL
 LX6349
 LX6349  HISTORY     - Date     Condition        Report By
 LX6349  HISTORY     - 1959     MONUMENTED       CGS
 LX6349  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX6349  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6349  HISTORY     - 19910420 MARK NOT FOUND   USPSQD
 LX6349
 LX6349                          STATION DESCRIPTION
 LX6349
 LX6349'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (GRF)
 LX6349'THE STATION IS LOCATED ON A HILL IN THE SACHEM HEAD SECTION OF
 LX6349'THE TOWN OF GUILFORD OVERLOOKING LONG ISLAND SOUND, AT A
 LX6349'SUBDIVISION KNOWN AS SPERRY HILL, SECTION A.  IT IS ON THE
 LX6349'HIGHEST PART OF THE HILL, 380 FT. N OF FALCON ROAD, 170 FT. S
 LX6349'OF AN E-W WIRE FENCE LINE AND 130 FT. NW OF THE NW CORNER OF
 LX6349'A HOUSE.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LX6349'BEDROCK WHICH PROJECTS 2 IN. AND IS STAMPED SACHEM 2 1959.
 LX6349'
 LX6349'TO REACH THE STATION FROM THE INTERSECTION OF WEST LANE AND
 LX6349'WATER STREET (STATE ROUTE 146) AT THE SW SIDE OF THE MUNICIPAL
 LX6349'PARK IN GUILFORD, GO W AND S ON WATER STREET (STATE ROUTE 146)
 LX6349'FOR 1.4 MI. TO A FORK (THIS FORK IS ABOUT 0.05 MI. S OF A
 LX6349'RAILROAD OVERPASS), TAKE LEFT FORK (VINEYARD ROAD) FOR 0.7 MI. TO
 LX6349'A FORK, TAKE LEFT FORK FOR 1.0 MI. TO ITS JUNCTION WITH FALCON
 LX6349'ROAD AT LONG ISLAND SOUND, TURN RIGHT ON FALCON ROAD FOR 0.25
 LX6349'MI. TO WALDEN HILL ROAD (AT PRESENT WALDEN HILL ROAD IS THE
 LX6349'ENTRANCE TO THE SACHEM HEAD HOTEL), TURN HARD RIGHT FOR 0.05
 LX6349'MI. TO THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 LX6349'
 LX6349'REFERENCE MARK 1 IS 35 FT. E OF THE CENTERLINE OF THE PROPOSED
 LX6349'WALDEN HILL ROAD EXTENSION AND 35 FT. N OF THE SW CORNER OF A
 LX6349'HOUSE.  THE DISK IS CEMENTED IN A DRILL HOLE IN A 3- BY
 LX6349'10-FT. BOULDER AND IS STAMPED SACHEM NO 1 1933.  (NOTE--ARROW
 LX6349'DOES NOT POINT TOWARDS STATION.)
 LX6349'
 LX6349'REFERENCE MARK 2 IS 145 FT. S OF AN E-W WIRE FENCE LINE, 120 FT. NW
 LX6349'OF THE NW CORNER OF HOUSE, ON THE APPROXIMATE S PROPERTY LINE OF
 LX6349'THE MOST N LOT OF THE SUBDIVISION AND AT THE SAME ELEVATION AS
 LX6349'THE STATION.  THE DISK IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LX6349'BEDROCK WHICH PROJECTS 1 IN. AND IS STAMPED SACHEM NO 2
 LX6349'1933.  (NOTE--ARROW DOES NOT POINT TOWARDS STATION.)
 LX6349'
 LX6349'REFERENCE MARK 3 IS AT THE NW CORNER OF THE SUBDIVISION, 60 FT. S
 LX6349'OF AN E-W WIRE FENCE LINE, 53 FT. E OF A N-S WIRE FENCE LINE AND
 LX6349'ABOUT 2 FT. LOWER IN ELEVATION THAN THE STATION.  THE DISK IS
 LX6349'CEMENTED IN A DRILL HOLE AT THE S END OF A LARGE OUTCROPPING
 LX6349'BEDROCK WHICH PROJECTS ABOUT 1 FT. AND IS STAMPED SACHEM 2
 LX6349'NO 3 1959.
 LX6349'
 LX6349'STATION FALKNER ISLAND LIGHTHOUSE MAY BE USED AS THE AZIMUTH
 LX6349'MARK.
 LX6349
 LX6349                          STATION RECOVERY (1987)
 LX6349
 LX6349'RECOVERY NOTE BY US POWER SQUADRON 1987 (NP)
 LX6349'MARK NOT FOUND.
 LX6349
 LX6349                          STATION RECOVERY (1988)
 LX6349
 LX6349'RECOVERY NOTE BY US POWER SQUADRON 1988 (PMK)
 LX6349'MARK NOT FOUND.
 LX6349
 LX6349                          STATION RECOVERY (1991)
 LX6349
 LX6349'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX6349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6346 ***********************************************************************
 LX6346  DESIGNATION -  SACHEM HEAD YACHT CLUB
 LX6346  PID         -  LX6346
 LX6346  STATE/COUNTY-  CT/NEW HAVEN
 LX6346  USGS QUAD   -  
 LX6346
 LX6346                         *CURRENT SURVEY CONTROL
 LX6346  ___________________________________________________________________
 LX6346* NAD 83(1996)-  41 14 42.10252(N)    072 42 35.37203(W)     ADJUSTED  
 LX6346* NAVD 88     -                                                        
 LX6346  ___________________________________________________________________
 LX6346  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX6346  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX6346
 LX6346  HORZ ORDER  -  THIRD
 LX6346
 LX6346.The horizontal coordinates were established by classical geodetic methods
 LX6346.and adjusted by the National Geodetic Survey in August 1998..
 LX6346
 LX6346
 LX6346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6346
 LX6346.The geoid height was determined by GEOID03.
 LX6346
 LX6346;                    North         East     Units Scale Factor Converg.
 LX6346;SPC CT       -   198,122.772   308,168.130   MT  0.99999576   +0 01 35.9
 LX6346;SPC CT       -   650,007.79  1,011,048.27   sFT  0.99999576   +0 01 35.9
 LX6346;SPC NY L     -   120,548.110   408,144.178   MT  1.00001861   +0 50 38.0
 LX6346;SPC NY L     -   395,498.26  1,339,053.02   sFT  1.00001861   +0 50 38.0
 LX6346;UTM  18      - 4,568,487.325   691,898.897   MT  1.00005323   +1 30 37.2
 LX6346
 LX6346                          SUPERSEDED SURVEY CONTROL
 LX6346
 LX6346  NAD 83(1992)-  41 14 42.10164(N)    072 42 35.37193(W) AD(       ) 4
 LX6346  NAD 83(1986)-  41 14 42.10379(N)    072 42 35.37460(W) AD(       ) 4
 LX6346  NAD 27      -  41 14 41.76000(N)    072 42 37.04000(W) AD(       ) 3
 LX6346
 LX6346.Superseded values are not recommended for survey control.
 LX6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6346.See file dsdata.txt to determine how the superseded data were derived.
 LX6346
 LX6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9189968487(NAD 83)
 LX6346
 LX6346  HISTORY     - Date     Condition        Report By
 LX6346  HISTORY     - 1933     MONUMENTED       CGS
 LX6346  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6346  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6346
 LX6346                          STATION DESCRIPTION
 LX6346
 LX6346'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6346'THE CLUBHOUSE IS LOCATED AT THE S SIDE OF THE ENTRANCE TO
 LX6346'SACHEM HEAD HARBOR ON A SMALL ROCKY ISLAND.  THE ISLAND IS
 LX6346'CONNECTED TO THE MAINLAND BY A FOOT BRIDGE.  CLUBHOUSE IS
 LX6346'COVERED WITH DARK SHINGLES, HAS GREEN SHUTTERS AND IS THREE
 LX6346'STORIES HIGH.  THE DISTINCTIVE FEATURE IS THE ROOF WHICH SLOPES
 LX6346'UP FOUR WAYS TO A POINT.
 LX6346'
 LX6346'CENTER IS THE APEX OF THIS ROOF.
 LX6346'
 LX6346'CENTER IS 15 METERS E OF THE W WALL OF THE CLUBHOUSE.
 LX6346
 LX6346                          STATION RECOVERY (1961)
 LX6346
 LX6346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6346'STATION IS DESTROYED.  THE ROOF OF THE CLUB APPEARS TO HAVE
 LX6346'BEEN CUT OFF TO FORM A NORTH AND SOUTH GABLE.
 LX6346
 LX6346                          STATION RECOVERY (1988)
 LX6346
 LX6346'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBN)
 LX6346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6517 ***********************************************************************
 LX6517  DESIGNATION -  SACRED HEART CHURCH TOWER
 LX6517  PID         -  LX6517
 LX6517  STATE/COUNTY-  CT/NEW HAVEN
 LX6517  USGS QUAD   -  NEW HAVEN (1984)
 LX6517
 LX6517                         *CURRENT SURVEY CONTROL
 LX6517  ___________________________________________________________________
 LX6517* NAD 83(1996)-  41 17 53.35432(N)    072 55 51.36560(W)     ADJUSTED  
 LX6517* NAVD 88     -                                                        
 LX6517  ___________________________________________________________________
 LX6517  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LX6517  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6517
 LX6517  HORZ ORDER  -  THIRD
 LX6517
 LX6517.The horizontal coordinates were established by classical geodetic methods
 LX6517.and adjusted by the National Geodetic Survey in August 1998..
 LX6517
 LX6517
 LX6517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6517
 LX6517.The geoid height was determined by GEOID03.
 LX6517
 LX6517;                    North         East     Units Scale Factor Converg.
 LX6517;SPC CT       -   204,037.891   289,646.564   MT  0.99999154   -0 07 11.9
 LX6517;SPC CT       -   669,414.31    950,282.10   sFT  0.99999154   -0 07 11.9
 LX6517;SPC NY L     -   126,198.290   389,539.503   MT  1.00002543   +0 41 57.3
 LX6517;SPC NY L     -   414,035.56  1,278,014.19   sFT  1.00002543   +0 41 57.3
 LX6517;UTM  18      - 4,573,920.626   673,229.963   MT  0.99996932   +1 21 57.2
 LX6517
 LX6517                          SUPERSEDED SURVEY CONTROL
 LX6517
 LX6517  NAD 83(1992)-  41 17 53.35338(N)    072 55 51.36542(W) AD(       ) 4
 LX6517  NAD 83(1986)-  41 17 53.35543(N)    072 55 51.36956(W) AD(       ) 4
 LX6517  NAD 27      -  41 17 53.01200(N)    072 55 53.00200(W) AD(       ) 3
 LX6517
 LX6517.Superseded values are not recommended for survey control.
 LX6517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6517.See file dsdata.txt to determine how the superseded data were derived.
 LX6517
 LX6517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7323073921(NAD 83)
 LX6517
 LX6517  HISTORY     - Date     Condition        Report By
 LX6517  HISTORY     - 1933     MONUMENTED       CGS
 LX6517  HISTORY     - 1984     GOOD             USPSQD
 LX6517
 LX6517                          STATION DESCRIPTION
 LX6517
 LX6517'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6517'THIS STATION IS ON THE SACRED HEART CHURCH, AT THE SW CORNER OF
 LX6517'COLUMBUS AVENUE AND LIBERTY STREET.
 LX6517'
 LX6517'THE TOWER IS SQUARE, DOME-SHAPED AT THE TOP AND SURMOUNTED BY
 LX6517'A GOLD CROSS.  CHURCH AND TOWER ARE BUILT OF RED STONE AND THE
 LX6517'DOME IS BLACK.
 LX6517'
 LX6517'BOTH SCHOOL AND CONVENT HAVE SMALLER, LOWER DOMES THAN THE
 LX6517'CHURCH.  BOTH THESE DOMES ARE LIGHT GREEN IN COLOR AND GOLD
 LX6517'CROSSES ABOVE.
 LX6517'
 LX6517'STATION IS 24.3 METERS S OF THE CENTER LINE OF COLUMBUS AVENUE
 LX6517'AND 21.5 METERS W OF THE CENTER LINE OF LIBERTY STREET.
 LX6517'
 LX6517'CENTER IS THE CENTER LINE OF THE UPRIGHT PART OF THE CROSS.
 LX6517'
 LX6517'THIS IS BELIEVED TO BE OLD STATION SOUTH CHURCH.
 LX6517
 LX6517                          STATION RECOVERY (1984)
 LX6517
 LX6517'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6517'TOWER IS IN FAIR SHAPE BUT NEEDS HELP ON THE FARM OF PAINT AND
 LX6517'REPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3401 ***********************************************************************
 LW3401  DESIGNATION -  SADONIA TOWER
 LW3401  PID         -  LW3401
 LW3401  STATE/COUNTY-  CT/NEW LONDON
 LW3401  USGS QUAD   -  MYSTIC (1984)
 LW3401
 LW3401                         *CURRENT SURVEY CONTROL
 LW3401  ___________________________________________________________________
 LW3401* NAD 83(1996)-  41 20 47.92141(N)    071 57 27.83270(W)     ADJUSTED  
 LW3401* NAVD 88     -                                                        
 LW3401  ___________________________________________________________________
 LW3401  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 LW3401  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW3401
 LW3401  HORZ ORDER  -  THIRD
 LW3401
 LW3401.The horizontal coordinates were established by classical geodetic methods
 LW3401.and adjusted by the National Geodetic Survey in August 1998..
 LW3401
 LW3401
 LW3401.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3401
 LW3401.The geoid height was determined by GEOID03.
 LW3401
 LW3401;                    North         East     Units Scale Factor Converg.
 LW3401;SPC CT       -   209,711.339   371,106.134   MT  0.99998844   +0 31 31.2
 LW3401;SPC CT       -   688,027.95  1,217,537.37   sFT  0.99998844   +0 31 31.2
 LW3401;UTM  19      - 4,581,460.504   252,543.901   MT  1.00035367   -1 57 17.7
 LW3401;UTM  18      - 4,581,705.402   754,529.691   MT  1.00039738   +2 00 39.0
 LW3401
 LW3401                          SUPERSEDED SURVEY CONTROL
 LW3401
 LW3401  NAD 83(1992)-  41 20 47.92015(N)    071 57 27.83183(W) AD(       ) 4
 LW3401  NAD 83(1986)-  41 20 47.92046(N)    071 57 27.83560(W) AD(       ) 4
 LW3401  NAD 27      -  41 20 47.55900(N)    071 57 29.60700(W) AD(       ) 3
 LW3401
 LW3401.Superseded values are not recommended for survey control.
 LW3401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3401.See file dsdata.txt to determine how the superseded data were derived.
 LW3401
 LW3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5254481461(NAD 83)
 LW3401_MARKER: 55 = TOWER
 LW3401
 LW3401  HISTORY     - Date     Condition        Report By
 LW3401  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3401  HISTORY     - 1948     GOOD             CGS
 LW3401  HISTORY     - 1966     GOOD             CGS
 LW3401  HISTORY     - 1990     GOOD             USPSQD
 LW3401  HISTORY     - 20020206 POOR             USPSQD
 LW3401
 LW3401                          STATION DESCRIPTION
 LW3401
 LW3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3401'THE SADONIA MILLS ARE ON THE E BANK OF THE MYSTIC RIVER JUST S
 LW3401'OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AND W OF THE
 LW3401'ROAD TO MASON ISLAND.  THE MILL IS A THREE-STORY BROWN BRICK
 LW3401'BUILDING.  THE SQUARE BROWN BRICK WATER TOWER IS THREE STORIES
 LW3401'HIGHER THAN THE BUILDING AND IS ON THE W SIDE OF THE BUILDING
 LW3401'NEAR THE CENTER.
 LW3401'
 LW3401'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOUT 75
 LW3401'FEET ABOVE GROUND.
 LW3401
 LW3401                          STATION RECOVERY (1948)
 LW3401
 LW3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3401'STATION RECOVERED AS DESCRIBED, WITH THE FOLLOWING EXCEPTIONS--
 LW3401'
 LW3401'1.  IT IS NOW THE DURHAM ENDERS RAZOR CORPORATION.
 LW3401'
 LW3401'2.  IT HAS TWO STORIES INSTEAD OF THREE.
 LW3401'
 LW3401'3.  APPROXIMATELY 15 FEET OF THE TOWER WAS BLOWN OFF IN THE 1938
 LW3401'HURRICANE, BUT IT HAS BEEN REBUILT IN ITS ORIGINAL POSITION.
 LW3401
 LW3401                          STATION RECOVERY (1966)
 LW3401
 LW3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3401'STATION RECOVERED AS DESCRIBED.
 LW3401'
 LW3401'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3401'AT MYSTIC.
 LW3401
 LW3401                          STATION RECOVERY (1990)
 LW3401
 LW3401'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3401'RECOVERED IN GOOD CONDITION.
 LW3401
 LW3401                          STATION RECOVERY (2002)
 LW3401
 LW3401'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3401'SADONIA TOWER HAS BEEN ALTERED AS A RESULT OF THE 1938 HURRICANE. IT
 LW3401'IS NOT THE ORIGINAL CONFIGURATION AND IS PROBABLY OF QUESTIONALBLE
 LW3401'VALUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5981 ***********************************************************************
 LX5981  DESIGNATION -  SAINT JOHNS SCH BARN VENT
 LX5981  PID         -  LX5981
 LX5981  STATE/COUNTY-  CT/MIDDLESEX
 LX5981  USGS QUAD   -  DEEP RIVER (1971)
 LX5981
 LX5981                         *CURRENT SURVEY CONTROL
 LX5981  ___________________________________________________________________
 LX5981* NAD 83(1996)-  41 23 46.65748(N)    072 25 50.73974(W)     ADJUSTED  
 LX5981* NAVD 88     -                                                        
 LX5981  ___________________________________________________________________
 LX5981  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LX5981  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX5981
 LX5981  HORZ ORDER  -  THIRD
 LX5981
 LX5981.The horizontal coordinates were established by classical geodetic methods
 LX5981.and adjusted by the National Geodetic Survey in August 1998..
 LX5981
 LX5981
 LX5981.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5981
 LX5981.The geoid height was determined by GEOID03.
 LX5981
 LX5981;                    North         East     Units Scale Factor Converg.
 LX5981;SPC CT       -   214,970.680   331,497.885   MT  0.99998600   +0 12 42.0
 LX5981;SPC CT       -   705,282.97  1,087,589.31   sFT  0.99998600   +0 12 42.0
 LX5981;UTM  18      - 4,585,936.532   714,786.709   MT  1.00016778   +1 41 58.5
 LX5981
 LX5981                          SUPERSEDED SURVEY CONTROL
 LX5981
 LX5981  NAD 83(1992)-  41 23 46.65661(N)    072 25 50.73945(W) AD(       ) 4
 LX5981  NAD 83(1986)-  41 23 46.65843(N)    072 25 50.74244(W) AD(       ) 4
 LX5981  NAD 27      -  41 23 46.29900(N)    072 25 52.45400(W) AD(       ) 3
 LX5981
 LX5981.Superseded values are not recommended for survey control.
 LX5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5981.See file dsdata.txt to determine how the superseded data were derived.
 LX5981
 LX5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1478785937(NAD 83)
 LX5981_MARKER: 94 = ROOFTOP VENTILATOR
 LX5981
 LX5981  HISTORY     - Date     Condition        Report By
 LX5981  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5981  HISTORY     - 1948     GOOD             CGS
 LX5981  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5981
 LX5981                          STATION DESCRIPTION
 LX5981
 LX5981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5981'THE LARGE STOCK BARN OF ST. JOHNS SCHOOL IS S OF THE MAIN SCHOOL
 LX5981'BUILDING.  IT IS A FRAME STRUCTURE WITH A WOOD-SHINGLED ROOF.
 LX5981'
 LX5981'THERE ARE TWO METAL VENTILATORS ALONG THE RIDGEPOLE.  THESE
 LX5981'ARE CIRCULAR IN SECTION WITH CONICAL TOPS.
 LX5981'
 LX5981'CENTER IS THE APEX OF THE S VENTILATOR TOP.
 LX5981
 LX5981                          STATION RECOVERY (1948)
 LX5981
 LX5981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5981'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX5981
 LX5981                          STATION RECOVERY (1984)
 LX5981
 LX5981'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5981'DESCRIBED STRUCTURE NOT FOUND-REMAINS OF FOUNDATION NOTED AT SITE.
 LX5981'
 LX5981'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6437 ***********************************************************************
 LX6437  DESIGNATION -  SAINT MARYS CHURCH TOWER
 LX6437  PID         -  LX6437
 LX6437  STATE/COUNTY-  CT/NEW HAVEN
 LX6437  USGS QUAD   -  BRANFORD (1984)
 LX6437
 LX6437                         *CURRENT SURVEY CONTROL
 LX6437  ___________________________________________________________________
 LX6437* NAD 83(1996)-  41 16 45.20507(N)    072 48 54.44374(W)     ADJUSTED  
 LX6437* NAVD 88     -                                                        
 LX6437  ___________________________________________________________________
 LX6437  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX6437  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX6437
 LX6437  HORZ ORDER  -  THIRD
 LX6437
 LX6437.The horizontal coordinates were established by classical geodetic methods
 LX6437.and adjusted by the National Geodetic Survey in August 1998..
 LX6437
 LX6437
 LX6437.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6437
 LX6437.The geoid height was determined by GEOID03.
 LX6437
 LX6437;                    North         East     Units Scale Factor Converg.
 LX6437;SPC CT       -   201,921.703   299,344.679   MT  0.99999295   -0 02 35.5
 LX6437;SPC CT       -   662,471.45    982,100.00   sFT  0.99999295   -0 02 35.5
 LX6437;SPC NY L     -   124,220.828   399,267.176   MT  1.00002290   +0 46 30.0
 LX6437;SPC NY L     -   407,547.83  1,309,929.06   sFT  1.00002290   +0 46 30.0
 LX6437;UTM  18      - 4,572,056.554   682,979.659   MT  1.00001207   +1 26 30.6
 LX6437
 LX6437                          SUPERSEDED SURVEY CONTROL
 LX6437
 LX6437  NAD 83(1992)-  41 16 45.20419(N)    072 48 54.44357(W) AD(       ) 4
 LX6437  NAD 83(1986)-  41 16 45.20612(N)    072 48 54.44656(W) AD(       ) 4
 LX6437  NAD 27      -  41 16 44.85900(N)    072 48 56.08400(W) AD(       ) 3
 LX6437
 LX6437.Superseded values are not recommended for survey control.
 LX6437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6437.See file dsdata.txt to determine how the superseded data were derived.
 LX6437
 LX6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8298072057(NAD 83)
 LX6437
 LX6437  HISTORY     - Date     Condition        Report By
 LX6437  HISTORY     - 1933     MONUMENTED       CGS
 LX6437  HISTORY     - 1961     GOOD             CGS
 LX6437  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6437  HISTORY     - 19910106 MARK NOT FOUND   USPSQD
 LX6437
 LX6437                          STATION DESCRIPTION
 LX6437
 LX6437'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6437'THIS CHURCH IS LOCATED ON MAIN STREET IN THE BLOCK BETWEEN
 LX6437'CEDAR STREET AND HOPSON AVENUE.  IT IS ALMOST DIRECTLY ACROSS
 LX6437'MAIN STREET FROM THE BRANFORD PUBLIC LIBRARY.
 LX6437'
 LX6437'THE TOWER OF THE CHURCH IS SQUARE WITH SHUTTERED OPENINGS AT
 LX6437'THE BELFRY.  AT THE TOP IS A GREENISH COPPER COVERED DOME
 LX6437'SUPPORTED BY EIGHT COLUMNS.  THE DOME CARRIES A GOLDEN BALL
 LX6437'WITH A GOLDEN CROSS ABOVE.
 LX6437'
 LX6437'BOTH TOWER AND MAIN BODY OF CHURCH ARE BUILT OF
 LX6437'YELLOW-BRICK.
 LX6437'
 LX6437'CENTER IS THE CENTER LINE OF THE VERTICAL PART OF THE
 LX6437'CROSS.  IT IS 33.5 METERS S OF THE CENTER LINE OF MAIN STREET.
 LX6437'
 LX6437'N.B.  THE COPPER DOME AND COLUMNS OF THIS CHURCH MAKE A USEFUL
 LX6437'LANDMARK.
 LX6437
 LX6437                          STATION RECOVERY (1961)
 LX6437
 LX6437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6437'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6437'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6437
 LX6437                          STATION RECOVERY (1988)
 LX6437
 LX6437'RECOVERY NOTE BY US POWER SQUADRON 1988 (RR)
 LX6437'MARK NOT FOUND.
 LX6437
 LX6437                          STATION RECOVERY (1991)
 LX6437
 LX6437'RECOVERY NOTE BY US POWER SQUADRON 1991 (SR)
 LX6437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5984 ***********************************************************************
 LX5984  DESIGNATION -  SALAMACHIS PINE
 LX5984  PID         -  LX5984
 LX5984  STATE/COUNTY-  CT/MIDDLESEX
 LX5984  USGS QUAD   -  DEEP RIVER (1971)
 LX5984
 LX5984                         *CURRENT SURVEY CONTROL
 LX5984  ___________________________________________________________________
 LX5984* NAD 83(1996)-  41 26 51.40774(N)    072 25 44.90978(W)     ADJUSTED  
 LX5984* NAVD 88     -                                                        
 LX5984  ___________________________________________________________________
 LX5984  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX5984  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX5984
 LX5984  HORZ ORDER  -  THIRD
 LX5984
 LX5984.The horizontal coordinates were established by classical geodetic methods
 LX5984.and adjusted by the National Geodetic Survey in August 1998..
 LX5984
 LX5984
 LX5984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5984
 LX5984.The geoid height was determined by GEOID03.
 LX5984
 LX5984;                    North         East     Units Scale Factor Converg.
 LX5984;SPC CT       -   220,670.709   331,612.151   MT  0.99998426   +0 12 45.9
 LX5984;SPC CT       -   723,983.82  1,087,964.20   sFT  0.99998426   +0 12 45.9
 LX5984;UTM  18      - 4,591,638.647   714,752.837   MT  1.00016759   +1 42 08.6
 LX5984
 LX5984                          SUPERSEDED SURVEY CONTROL
 LX5984
 LX5984  NAD 83(1992)-  41 26 51.40694(N)    072 25 44.90949(W) AD(       ) 4
 LX5984  NAD 83(1986)-  41 26 51.40862(N)    072 25 44.91227(W) AD(       ) 4
 LX5984  NAD 27      -  41 26 51.05100(N)    072 25 46.61800(W) AD(       ) 3
 LX5984
 LX5984.Superseded values are not recommended for survey control.
 LX5984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5984.See file dsdata.txt to determine how the superseded data were derived.
 LX5984
 LX5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1475391639(NAD 83)
 LX5984
 LX5984  HISTORY     - Date     Condition        Report By
 LX5984  HISTORY     - 1934     MONUMENTED       CGS
 LX5984  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5984  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5984
 LX5984                          STATION DESCRIPTION
 LX5984
 LX5984'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5984'THERE ARE TWO PINES NEAR THE FRONT PROPERTY LINE OF THE MICHAEL
 LX5984'SALAMACHI PLACE.  THIS FARM IS ON THE W SIDE OF ROUTE 82,
 LX5984'1.7 MILES N OF THE HADLYME CHURCH.
 LX5984'
 LX5984'THE HOUSE IS ABOUT 15 METERS W OF THE CENTER LINE OF THE
 LX5984'HIGHWAY AND THE TREES ARE ABOUT 9 METERS FROM THE CENTER OF THE
 LX5984'ROAD.
 LX5984'
 LX5984'THE TREES ARE ABOUT 12 METERS APART, THE MORE SOUTHERLY BEING
 LX5984'THE TALLER AND MORE BUSHY.
 LX5984'
 LX5984'CENTER IS THE CENTER LINE OF THE MORE SOUTHERLY TREE.  IT IS
 LX5984'ABOUT 80 FEET HIGH AND WITH ITS TWIN FORMS A PROMINENT LANDMARK.
 LX5984
 LX5984                          STATION RECOVERY (1948)
 LX5984
 LX5984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5984'THE TREES WERE BLOWN OVER IN THE HURRICANE OF 1938.  IT IS
 LX5984'RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
 LX5984
 LX5984                          STATION RECOVERY (1997)
 LX5984
 LX5984'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5984'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4876 ***********************************************************************
 LX4876  CBN         -  This is a Cooperative Base Network Control Station.
 LX4876  DESIGNATION -  SALEM
 LX4876  PID         -  LX4876
 LX4876  STATE/COUNTY-  CT/NEW LONDON
 LX4876  USGS QUAD   -  COLCHESTER (1984)
 LX4876
 LX4876                         *CURRENT SURVEY CONTROL
 LX4876  ___________________________________________________________________
 LX4876* NAD 83(1996)-  41 31 59.48653(N)    072 17 45.29375(W)     ADJUSTED  
 LX4876* NAVD 88     -       191.6    (meters)     629.     (feet)  GPS OBS   
 LX4876  ___________________________________________________________________
 LX4876  X           -   1,454,106.166 (meters)                     COMP
 LX4876  Y           -  -4,555,195.437 (meters)                     COMP
 LX4876  Z           -   4,207,039.534 (meters)                     COMP
 LX4876  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LX4876  ELLIP HEIGHT-         161.55  (meters)          (05/31/05) GPS OBS
 LX4876  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX4876
 LX4876  HORZ ORDER  -  A
 LX4876  ELLP ORDER  -  THIRD     CLASS I
 LX4876
 LX4876.The horizontal coordinates were established by GPS observations
 LX4876.and adjusted by the National Geodetic Survey in June 2001..
 LX4876
 LX4876.The orthometric height was determined by GPS observations and a
 LX4876.high-resolution geoid model.
 LX4876
 LX4876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX4876
 LX4876.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4876
 LX4876.The ellipsoidal height was determined by GPS observations
 LX4876.and is referenced to NAD 83.
 LX4876
 LX4876.The geoid height was determined by GEOID03.
 LX4876
 LX4876;                    North         East     Units Scale Factor Converg.
 LX4876;SPC CT       -   230,224.862   342,694.795   MT  0.99998314   +0 18 03.9
 LX4876;SPC CT       -   755,329.40  1,124,324.51   sFT  0.99998314   +0 18 03.9
 LX4876;UTM  18      - 4,601,480.053   725,585.421   MT  1.00022629   +1 47 37.4
 LX4876
 LX4876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4876!SPC CT       -   0.99997466  x   0.99998314  =   0.99995780
 LX4876!UTM  18      -   0.99997466  x   1.00022629  =   1.00020095
 LX4876
 LX4876|---------------------------------------------------------------------|
 LX4876| PID    Reference Object                     Distance      Geod. Az  |
 LX4876|                                                           dddmmss.s |
 LX4876| CZ7870 SALEM RM 1                           20.726 METERS 03602     |
 LX4876| CZ7869 SALEM AZ MK                                        1812316.6 |
 LX4876| CZ7871 SALEM RM 2                           20.350 METERS 26724     |
 LX4876| LX3314 569                                                3195638.4 |
 LX4876| LX4887 COLCHESTER STANDPIPE                APPROX. 4.6 KM 3323918.5 |
 LX4876|---------------------------------------------------------------------|
 LX4876
 LX4876                          SUPERSEDED SURVEY CONTROL
 LX4876
 LX4876  ELLIP H (06/22/01)  161.38   (m)                       GP(       ) 4 1
 LX4876  NAD 83(1996)-  41 31 59.48707(N)    072 17 45.29456(W) AD(       ) 1
 LX4876  NAD 83(1992)-  41 31 59.48626(N)    072 17 45.29415(W) AD(       ) 1
 LX4876  NAD 83(1986)-  41 31 59.48770(N)    072 17 45.29650(W) AD(       ) 1
 LX4876  NAD 27      -  41 31 59.13315(N)    072 17 47.00238(W) AD(       ) 1
 LX4876  NGVD 29 (07/19/86)  191.4    (m)          628.     (f) VERT ANG       
 LX4876
 LX4876.Superseded values are not recommended for survey control.
 LX4876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4876.See file dsdata.txt to determine how the superseded data were derived.
 LX4876
 LX4876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2558501480(NAD 83)
 LX4876_MARKER: DS = TRIANGULATION STATION DISK
 LX4876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4876_STAMPING: SALEM 1942
 LX4876_MARK LOGO: CGS   
 LX4876_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4876+STABILITY: SURFACE MOTION
 LX4876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4876+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX4876
 LX4876  HISTORY     - Date     Condition        Report By
 LX4876  HISTORY     - 1942     MONUMENTED       CGS
 LX4876  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX4876  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4876  HISTORY     - 20001121 GOOD             CTGS
 LX4876  HISTORY     - 20050410 GOOD             CTGS
 LX4876  HISTORY     - 20060412 GOOD             USPSQD
 LX4876
 LX4876                          STATION DESCRIPTION
 LX4876
 LX4876'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4876'STATION IS LOCATED APPROXIMATELY 3.5 MILES N OF SALEM, 3.5 MILES
 LX4876'ESE OF COLCHESTER, 0.2 MILE E OF STATE ROUTE 85 ON A BAR HILL AND
 LX4876'IS ON THE PROPERTY OF MR. SCHREIBER.  THE MARK IS 61.3 FEET W OF
 LX4876'A POLE GATE, 29.1 FEET S OF A TRIANGLE BLAZED FENCE POST, 17 FEET
 LX4876'S OF THE CENTERLINE OF THE LANE.  THE DISK IS STAMPED SALEM 1942.
 LX4876'
 LX4876'R.M. NO. 1 IS 68.03 FEET NNE OF THE STATION, SET IN AN OUTCROPPING
 LX4876'BOULDER PROJECTING 2 FEET AND IS SET IN A N-S FENCE LINE, 4 FEET
 LX4876'N OF AN E-W FENCE LINE AND 16 FEET N OF THE CENTERLINE OF THE
 LX4876'LANE.  THE DISK IS STAMPED SALEM NO. 1, 1942.
 LX4876'
 LX4876'R.M. NO. 2 IS 66,86 FEET W OF THE STATION IN A BOULDER FLUSH
 LX4876'WITH THE GROUND, 3 FEET S OF AN E-W FENCE LINE, 7 FEET N OF THE
 LX4876'CENTERLINE OF THE LANE.  THE DISK IS STAMPED SALEM NO. 2 1942.
 LX4876'
 LX4876'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NNW OF THE STATION, 57 FEET
 LX4876'S OF A DRIVEWAY, 20.5 FEET E OF THE CENTERLINE OF HIGHWAY 85,
 LX4876'20 FEET S OF A LARGE TREE, 4 FEET IN DIAMETER, AND 11 FEET W OF A
 LX4876'N-S FENCE LINE.  THE DISK IS STAMPED U.S. COAST AND GEODETIC
 LX4876'SURVEY AND STATE SURVEY STATION NO. 569.
 LX4876'
 LX4876'TO REACH THE STATION AT THE JUNCTION OF STATE ROUTES 16 AND 85
 LX4876'IN COLCHESTER, GO S ON HIGHWAY 85 FOR 3.39 MILES TO THE AZIMUTH
 LX4876'MARK ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 0.6 MILE TO
 LX4876'MR. SCHREIBERS DRIVEWAY ON THE LEFT, TURN THROUGH DRIVEWAY FOR
 LX4876'ABOUT 20 YARDS, THEN LEFT FOR ABOUT 30 YARDS, THEN CONTINUE E IN
 LX4876'LANE FOR 0.1 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX4876'
 LX4876'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 LX4876
 LX4876                          STATION RECOVERY (1971)
 LX4876
 LX4876'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX4876'STATION SALEM 1942, AND THE TWO RMS WERE FOUND IN GOOD
 LX4876'CONDITION.  THE STATION MARK IS SET IN A CONCRETE MONUMENT 3 IN
 LX4876'BELOW THE SURFACE, 2.5 FT SOUTH OF E-W FENCE LINE.  17 FT S OF
 LX4876'THE CENTER LINE OF A DIRT FARM ROAD.  60 FT WEST OF THE CENTER
 LX4876'LINE OF RT 85 (NEW LONDON RD).
 LX4876'
 LX4876'TO REACH FROM THE INTERSECTION OF SOUTH BOUND NEW RT 2 AND RT 85
 LX4876'IN THE TOWN OF COLCHESTER, GO SOUTHERLY FOR ABOUT 2.3 MILES TO
 LX4876'THE CREST OF A HILL AND SNETCO POLE 152 ON THE LEFT.  THEN TURN
 LX4876'LEFT IN THE SWIDER FARM GRAVEL DRIVE, JUST NORTH OF THE 2-1/2
 LX4876'STORY FRAME FARMHOUSE.  FOLLOW THIS DRIVE EASTERLY ABOUT 700 FT TO
 LX4876'A POINT WHICH IS 60 FT WEST OF A N-S BARWAY.  THE MONUMENT IS
 LX4876'ON THE RIGHT A FOOT OR TWO SOUTH OF THE STONE WALL WITH A
 LX4876'WIRE FENCE.
 LX4876
 LX4876                          STATION RECOVERY (1975)
 LX4876
 LX4876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4876'THE STATION, REFERENCE MARKS 1 AND 2 AND (CGS) NO 569 (USED
 LX4876'AS AN AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION.  THE
 LX4876'AZIMUTH MARK NO 569 (CGS) WILL NO LONGER SEE THE STATION.  THE
 LX4876'DISTANCE TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.090 METERS
 LX4876'AND THE DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.028
 LX4876'METERS.  THE DIRECTION TO REFERENCE MARK 1 WAS FOUND TO BE
 LX4876'SMALLER BY 03 MINUTES AND 06 SECONDS AND THE DIRECTION TO
 LX4876'REFERENCE MARK 2 WAS FOUND TO BE GREATER BY 03 MINUTES AND 18
 LX4876'SECONDS.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A
 LX4876'COMPLETE NEW DESCRIPTION FOLLOWS.
 LX4876'
 LX4876'STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF COLCHESTER, 4
 LX4876'MILES NORTH OF SALEM FOUR CORNERS, 3 MILES NORTH OF SALEM, JUST EAST
 LX4876'OF STATE HIGHWAY 85 AND ON PROPERTY OWNED BY MR. WALTER SWIDER,
 LX4876'RFD 3, COLCHESTER, CONNECTICUT.  PHONE NUMBER 537-5842.
 LX4876'
 LX4876'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82
 LX4876'AND 85 IN SALEM FOUR CORNERS, GO NORTH ON HIGHWAY 85 FOR 3.85
 LX4876'MILES TO THE JUNCTION OF MARVIN ROAD ON THE RIGHT.  (TO REACH
 LX4876'THE AZIMUTH MARK FROM HERE, TURN RIGHT AND GO EAST ON MARVIN
 LX4876'ROAD FOR 0.05 MILE TO THE MARK ON THE LEFT AS
 LX4876'DESCRIBED.) CONTINUE NORTH ON HIGHWAY 85 FOR 0.3 MILE TO
 LX4876'MR. WALTER SWIDERS FARM HOUSE ON THE RIGHT.  TURN RIGHT INTO
 LX4876'DRIVEWAY AND GO EAST, PASSING BETWEEN THE BARN AND SHEDS ON A
 LX4876'FARM LANE FOR 0.15 MILE TO THE STATION ON THE RIGHT AS
 LX4876'DESCRIBED.
 LX4876'
 LX4876'STATION MARK, STAMPED SALEM 1942, IS A STANDARD DISK SET IN
 LX4876'A SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LX4876'IS 60.5 FEET SOUTHWEST OF A METAL GATE ACROSS THE FARM LANE,
 LX4876'17 FEET SOUTH OF CENTER OF THE LANE, 2.5 FEET SOUTH OF A
 LX4876'FENCE LINE AND 2.5 FEET WEST OF A METAL WITNESS POST.  THERE
 LX4876'WAS NO MENTION OF AN UNDERGROUND MARK IN THE 1942
 LX4876'DESCRIPTION.  (NOTE 1A)
 LX4876'
 LX4876'REFERENCE MARK 1, STAMPED SALEM 1942 NO 1, IS A STANDARD
 LX4876'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 3 BY
 LX4876'4 FEET IN SIZE AND PROJECTS ABOUT 2 FEET ABOVE THE GROUND
 LX4876'SURFACE.  IT IS 17.5 FEET NORTH OF CENTER OF THE LANE AND
 LX4876'METAL GATE, 4 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF
 LX4876'A FENCE LINE.  (NOTE 12C)
 LX4876'
 LX4876'REFERENCE MARK 2, STAMPED SALEM 1942 NO 2, IS A STANDARD DISK
 LX4876'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 1 BY
 LX4876'3 FEET IN SIZE AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX4876'SURFACE.  IT IS 181 FEET WEST OF THE METAL GATE, 7 FEET NORTH
 LX4876'OF CENTER OF THE LANE AND 2.5 FEET SOUTH OF A FENCE
 LX4876'LINE.  (NOTE 12C)
 LX4876'
 LX4876'AZIMUTH MARK, STAMPED SALEM 1942 AZ 1975, IS A STANDARD
 LX4876'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX4876'IS ABOUT 1 BY 2 FEET IN SIZE AND PROJECTS ABOUT 5 INCHES ON
 LX4876'THE NORTH SIDE AND 10 INCHES ON THE SOUTH SIDE ABOVE THE
 LX4876'GROUND SURFACE.  IT IS 48 FEET WEST OF POWER POLE NUMBER 712,
 LX4876'23.5 FEET NORTH OF CENTER OF MARVIN ROAD, 8.5 FEET NORTHEAST OF
 LX4876'A METAL WITNESS POST AND 0.5 FEET NORTH OF A FENCE LINE.  (NOTE
 LX4876'12C)
 LX4876'
 LX4876'569 (CGS), STAMPED NO 569, IS A U.S. COAST AND GEODETIC
 LX4876'SURVEY AND STATE SURVEY DISK SET IN A 6 BY 6-INCH CONCRETE
 LX4876'POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 LX4876'SURFACE.  IT IS 116 FEET SOUTH OF CENTER OF A DRIVEWAY, 40
 LX4876'FEET EAST OF POWER POLE NUMBER 125 AND 21 FEET EAST OF CENTER
 LX4876'OF STATE HIGHWAY 85.  (NOTE DESC.)
 LX4876'
 LX4876'TO REACH 569 (CGS) FROM MR. WALTER SWIDERS DRIVEWAY, GO NORTH
 LX4876'ON STATE HIGHWAY 85 FOR 0.6 MILE TO THE MARK ON THE RIGHT AS
 LX4876'DESCRIBED.
 LX4876'
 LX4876'NOTE--NO MEASUREMENT BETWEEN RMS DUE TO FENCE ROW AND BRUSH
 LX4876'ON LINE.
 LX4876'
 LX4876'HEIGHT OF LIGHT ABOVE STATION MARK 73.6 FEET.
 LX4876'
 LX4876'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4876'3 MILES NORTH OF SALEM.
 LX4876
 LX4876                          STATION RECOVERY (2000)
 LX4876
 LX4876'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX4876'TO REACH THE STATION FROM THE INTERSECTION OF CT ROUTE 82
 LX4876'AND CT ROUTE 85 IN SALEM, PROCEED NORTH ON CT ROUTE 85 (ENTERING
 LX4876'COLCHESTER) FOR 3.9 MI. TO A DRIVEWAY ON THE RIGHT (SWIDER'S FARM).
 LX4876'TURN RIGHT ONTO THE DRIVEWAY AND PROCEED EAST ON A FARM LANE
 LX4876'(PASSING BETWEEN A BARN AND A SHED) FOR 0.15 MI. TO THE STATION ON
 LX4876'THE RIGHT (SOUTH).
 LX4876'THE STATION MARK IS A STANDARD DISK, STAMPED SALEM 1942, SET INTO
 LX4876'THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 LX4876'SURFACE OF THE GROUND. IT IS 60.5 FT. SOUTHWEST OF A METAL GATE
 LX4876'ACROSS THE FARM LANE, 17 FT. SOUTH OF THE CENTERLINE OF THE LANE,
 LX4876'2.5 FT. SOUTH OF A FENCE LINE, AND 2.5 FT. WEST OF A METAL WITNESS
 LX4876'POST.
 LX4876'RM 1 IS NORTHEAST OF STATION, A STANDARD DISK, STAMPED SALEM 1942
 LX4876'NO 1, SET INTO A 3 X 4 FT. BOULDER WHICH PROJECTS 2 FT. ABOVE THE
 LX4876'GROUND. IT IS 17.5 FT. NORTH OF CENTER OF THE LANE AND METAL GATE, 4
 LX4876'FT. NORTH OF A FENCE CORNER AND 1 FT. WEST OF A FENCE LINE.
 LX4876'RM 2 IS WEST OF STATION, A STANDARD DISK, STAMPED SALEM 1942 NO 2,
 LX4876'SET INTO A 1 X 3 FT. BOULDER WHICH PROJECTS 6 IN. ABOVE THE GROUND.
 LX4876'IT IS 18L FT. WEST OF THE METAL GATE, 7 FT. NORTH OF CENTER OF THE
 LX4876'LAND AND 2.5 FT. SOUTH OF A FENCE LINE.
 LX4876'AZ MK IS SOUTH OF STATION, A STANDARD DISK, STAMPED SALEM 1942 AZ
 LX4876'1975, SET INTO A 1 X 2 FT. BOULDER WHICH PROJECTS 10 IN. ABOVE THE
 LX4876'GROUND. IT IS 48 FT. WEST OF POLE NUMBER T12, 23.5 FT. NORTH OF THE
 LX4876'CENTERLINE OF MARVIN ROAD, 8.5 FT. NORTHEAST OF A METAL WITNESS
 LX4876'POST, AND 0.5 FT. NORTH OF A FENCE LINE.
 LX4876' 
 LX4876' 
 LX4876'
 LX4876
 LX4876                          STATION RECOVERY (2005)
 LX4876
 LX4876'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX4876'RECOVERED AS DESCRIBED IN NGS DATABASE
 LX4876
 LX4876                          STATION RECOVERY (2006)
 LX4876
 LX4876'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRR)
 LX4876'LOCATED 16 INCHES FROM CENTER OF CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5899 ***********************************************************************
 LX5899  DESIGNATION -  SALT ISLAND
 LX5899  PID         -  LX5899
 LX5899  STATE/COUNTY-  CT/MIDDLESEX
 LX5899  USGS QUAD   -  ESSEX (1977)
 LX5899
 LX5899                         *CURRENT SURVEY CONTROL
 LX5899  ___________________________________________________________________
 LX5899* NAD 83(1996)-  41 16 31.82582(N)    072 26 31.87155(W)     ADJUSTED  
 LX5899* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5899  ___________________________________________________________________
 LX5899  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX5899  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5899
 LX5899  HORZ ORDER  -  SECOND
 LX5899
 LX5899.The horizontal coordinates were established by classical geodetic methods
 LX5899.and adjusted by the National Geodetic Survey in August 1998..
 LX5899
 LX5899.The orthometric height was scaled from a topographic map.
 LX5899
 LX5899.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5899
 LX5899.The geoid height was determined by GEOID03.
 LX5899
 LX5899;                    North         East     Units Scale Factor Converg.
 LX5899;SPC CT       -   201,552.836   330,590.184   MT  0.99999324   +0 12 14.8
 LX5899;SPC CT       -   661,261.26  1,084,611.30   sFT  0.99999324   +0 12 14.8
 LX5899;SPC NY L     -   124,297.261   430,515.689   MT  1.00002242   +1 01 08.2
 LX5899;SPC NY L     -   407,798.60  1,412,450.22   sFT  1.00002242   +1 01 08.2
 LX5899;UTM  18      - 4,572,497.284   714,227.151   MT  1.00016484   +1 41 16.7
 LX5899
 LX5899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5899!SPC CT       -   1.00000388  x   0.99999324  =   0.99999712
 LX5899!SPC NY L     -   1.00000388  x   1.00002242  =   1.00002630
 LX5899!UTM  18      -   1.00000388  x   1.00016484  =   1.00016872
 LX5899
 LX5899:                Primary Azimuth Mark                     Grid Az
 LX5899:SPC CT       -  WESTBROOK TANK                           028 52 54.1
 LX5899:SPC NY L     -  WESTBROOK TANK                           028 04 00.7
 LX5899:UTM  18      -  WESTBROOK TANK                           027 23 52.2
 LX5899
 LX5899|---------------------------------------------------------------------|
 LX5899| PID    Reference Object                     Distance      Geod. Az  |
 LX5899|                                                           dddmmss.s |
 LX5899| LX5910 WESTBROOK TANK                      APPROX. 0.8 KM 0290508.9 |
 LX5899| CZ7873 SALT ISLAND RM 2                                   04557     |
 LX5899| LX5869 SEAVIEW HOTEL                       APPROX. 1.6 KM 2710219.4 |
 LX5899| LX5883 FISKES FLAGPOLE                     APPROX. 0.7 KM 3085508.1 |
 LX5899| CZ7872 SALT ISLAND RM 1                                   32326     |
 LX5899| LX5881 WESTBROOK CONG CHURCH SPIRE         APPROX. 1.3 KM 3320752.4 |
 LX5899|---------------------------------------------------------------------|
 LX5899
 LX5899                          SUPERSEDED SURVEY CONTROL
 LX5899
 LX5899  NAD 83(1992)-  41 16 31.82489(N)    072 26 31.87127(W) AD(       ) 2
 LX5899  NAD 83(1986)-  41 16 31.82688(N)    072 26 31.87474(W) AD(       ) 2
 LX5899  NAD 27      -  41 16 31.46400(N)    072 26 33.55400(W) AD(       ) 2
 LX5899
 LX5899.Superseded values are not recommended for survey control.
 LX5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5899.See file dsdata.txt to determine how the superseded data were derived.
 LX5899
 LX5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1422772497(NAD 83)
 LX5899_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5899_SETTING: 66 = SET IN ROCK OUTCROP
 LX5899_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5899_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5899+STABILITY: POSITION/ELEVATION WELL
 LX5899
 LX5899  HISTORY     - Date     Condition        Report By
 LX5899  HISTORY     - 1934     MONUMENTED       CGS
 LX5899  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5899  HISTORY     - 19900505 GOOD             USPSQD
 LX5899  HISTORY     - 1991     GOOD             USPSQD
 LX5899
 LX5899                          STATION DESCRIPTION
 LX5899
 LX5899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5899'SALT ISLAND IS ABOUT 100 METERS OFF SHORE AND IS CONNECTED TO
 LX5899'THE MAINLAND BY A SAND SPIT THAT IS COVERED AT HIGH TIDE.  IT
 LX5899'BELONGS TO THE TOWN OF WESTBROOK AND IS USED BY FISHERMEN.  THE
 LX5899'ISLAND IS MIDWAY BETWEEN KELSEY POINT WESTBROOK AND MENUNKETESUCK
 LX5899'POINT.
 LX5899'
 LX5899'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX5899'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX5899'NO.1 AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS SET IN
 LX5899'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A.
 LX5899'
 LX5899'THE STATION IS A STANDARD DISK SET IN THE ROCK LEDGE ON THE
 LX5899'HIGHEST PART OF THE ISLAND, THE W END.  THE W END DROPS VERTICAL
 LX5899'TO THE WATER.  TO THE E THE SLOPE IS GRADUAL AND NOT VERY STEEP.
 LX5899'
 LX5899'REFERENCE MARK NO.1 IS SET IN LEDGE AT THE END OF THE OLD FISH
 LX5899'DOCK N OF THE STATION.  REFERENCE MARK NO.2 IS SET IN AN
 LX5899'OUTCROPPING LEDGE NE OF THE STATION.
 LX5899'
 LX5899'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5899
 LX5899                          STATION RECOVERY (1960)
 LX5899
 LX5899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5899'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED, IN
 LX5899'GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS
 LX5899'COMPLETE AND ADEQUATE.
 LX5899
 LX5899                          STATION RECOVERY (1990)
 LX5899
 LX5899'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5899'RECOVERED IN GOOD CONDITION.
 LX5899
 LX5899                          STATION RECOVERY (1991)
 LX5899
 LX5899'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6448 ***********************************************************************
 LX6448  DESIGNATION -  SALTONSTALL STANDPIPE
 LX6448  PID         -  LX6448
 LX6448  STATE/COUNTY-  CT/NEW HAVEN
 LX6448  USGS QUAD   -  BRANFORD (1984)
 LX6448
 LX6448                         *CURRENT SURVEY CONTROL
 LX6448  ___________________________________________________________________
 LX6448* NAD 83(1996)-  41 16 48.17551(N)    072 51 45.82657(W)     ADJUSTED  
 LX6448* NAVD 88     -                                                        
 LX6448  ___________________________________________________________________
 LX6448  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX6448  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX6448
 LX6448  HORZ ORDER  -  THIRD
 LX6448
 LX6448.The horizontal coordinates were established by classical geodetic methods
 LX6448.and adjusted by the National Geodetic Survey in August 1998..
 LX6448
 LX6448
 LX6448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6448
 LX6448.The geoid height was determined by GEOID03.
 LX6448
 LX6448;                    North         East     Units Scale Factor Converg.
 LX6448;SPC CT       -   202,017.444   295,356.412   MT  0.99999288   -0 04 29.1
 LX6448;SPC CT       -   662,785.56    969,015.16   sFT  0.99999288   -0 04 29.1
 LX6448;SPC NY L     -   124,259.595   395,277.828   MT  1.00002301   +0 44 37.9
 LX6448;SPC NY L     -   407,675.02  1,296,840.67   sFT  1.00002301   +0 44 37.9
 LX6448;UTM  18      - 4,572,048.901   678,990.209   MT  0.99999430   +1 24 37.5
 LX6448
 LX6448                          SUPERSEDED SURVEY CONTROL
 LX6448
 LX6448  NAD 83(1992)-  41 16 48.17461(N)    072 51 45.82636(W) AD(       ) 4
 LX6448  NAD 83(1986)-  41 16 48.17665(N)    072 51 45.83052(W) AD(       ) 4
 LX6448  NAD 27      -  41 16 47.83000(N)    072 51 47.46500(W) AD(       ) 3
 LX6448
 LX6448.Superseded values are not recommended for survey control.
 LX6448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6448.See file dsdata.txt to determine how the superseded data were derived.
 LX6448
 LX6448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7899072049(NAD 83)
 LX6448_MARKER: 52 = STANDPIPE TANK
 LX6448
 LX6448  HISTORY     - Date     Condition        Report By
 LX6448  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6448  HISTORY     - 1962     GOOD             CGS
 LX6448  HISTORY     - 1984     GOOD             USPSQD
 LX6448  HISTORY     - 1988     GOOD             USPSQD
 LX6448  HISTORY     - 19910901 GOOD             USPSQD
 LX6448
 LX6448                          STATION DESCRIPTION
 LX6448
 LX6448'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6448'THIS IS A PART OF THE DISTRIBUTION SYSTEM OF THE NEW HAVEN WATER
 LX6448'COMPANY.  IT IS LOCATED ON THE HIGH HILL JUST S OF THE TRACKS OF
 LX6448'THE NEW HAVEN RAILROAD AND SW OF THE LAKE SALTONSTALL
 LX6448'RESERVOIR.  THE BASE OF THE STANDPIPE IS 146 FEET ABOVE M.S.L. AND
 LX6448'THE STRUCTURE ITSELF IS 45 FEET HIGH.
 LX6448'
 LX6448'THE OUTSIDE OF THE STANDPIPE IS COVERED WITH A RED-BRICK
 LX6448'WALL.  THE ROOF IS FLATLY CONICAL AND IS PAINTED RED.  AT APEX
 LX6448'OF THE ROOF IS A BALL.
 LX6448'
 LX6448'CENTER IS THE CENTER LINE OF THE BALL.
 LX6448
 LX6448                          STATION RECOVERY (1962)
 LX6448
 LX6448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6448'STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LX6448'CONDITION.
 LX6448'
 LX6448'ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6448
 LX6448                          STATION RECOVERY (1984)
 LX6448
 LX6448'RECOVERY NOTE BY US POWER SQUADRON 1984 (HSJ)
 LX6448'STATION RECOVERED IN GOOD CONDITION WITH FOLLOWING ADDITIONS--ROOF
 LX6448'IS NOW PAINTED GREY, GREEN AND THE BALL ON THE ROOF IS CORRODED
 LX6448'GREEN.
 LX6448
 LX6448                          STATION RECOVERY (1988)
 LX6448
 LX6448'RECOVERY NOTE BY US POWER SQUADRON 1988 (MK)
 LX6448'RECOVERED IN GOOD CONDITION.
 LX6448
 LX6448                          STATION RECOVERY (1991)
 LX6448
 LX6448'RECOVERY NOTE BY US POWER SQUADRON 1991 (RHM)
 LX6448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6417 ***********************************************************************
 LX6417  DESIGNATION -  SALTY
 LX6417  PID         -  LX6417
 LX6417  STATE/COUNTY-  CT/NEW HAVEN
 LX6417  USGS QUAD   -  BRANFORD (1984)
 LX6417
 LX6417                         *CURRENT SURVEY CONTROL
 LX6417  ___________________________________________________________________
 LX6417* NAD 83(1996)-  41 18 49.17865(N)    072 50 25.75575(W)     ADJUSTED  
 LX6417* NAVD 88     -        86.2    (meters)     283.     (feet)  VERTCON   
 LX6417  ___________________________________________________________________
 LX6417  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LX6417  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX6417
 LX6417  HORZ ORDER  -  FIRST
 LX6417
 LX6417.The horizontal coordinates were established by classical geodetic methods
 LX6417.and adjusted by the National Geodetic Survey in August 1998..
 LX6417
 LX6417.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6417
 LX6417.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6417
 LX6417.The geoid height was determined by GEOID03.
 LX6417
 LX6417;                    North         East     Units Scale Factor Converg.
 LX6417;SPC CT       -   205,748.155   297,223.689   MT  0.99999047   -0 03 36.0
 LX6417;SPC CT       -   675,025.41    975,141.39   sFT  0.99999047   -0 03 36.0
 LX6417;SPC NY L     -   128,016.726   397,091.681   MT  1.00002758   +0 45 30.3
 LX6417;SPC NY L     -   420,001.54  1,302,791.62   sFT  1.00002758   +0 45 30.3
 LX6417;UTM  18      - 4,575,826.793   680,760.149   MT  1.00000213   +1 25 33.8
 LX6417
 LX6417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6417!SPC CT       -   0.99999116  x   0.99999047  =   0.99998163
 LX6417!SPC NY L     -   0.99999116  x   1.00002758  =   1.00001874
 LX6417!UTM  18      -   0.99999116  x   1.00000213  =   0.99999329
 LX6417
 LX6417:                Primary Azimuth Mark                     Grid Az
 LX6417:SPC CT       -  BRANFORD STANDPIPE                       104 34 17.4
 LX6417:SPC NY L     -  BRANFORD STANDPIPE                       103 45 11.1
 LX6417:UTM  18      -  BRANFORD STANDPIPE                       103 05 07.6
 LX6417
 LX6417|---------------------------------------------------------------------|
 LX6417| PID    Reference Object                     Distance      Geod. Az  |
 LX6417|                                                           dddmmss.s |
 LX6417| LX6461 BRANFORD STANDPIPE                  APPROX. 1.6 KM 1043041.4 |
 LX6417| LX6425 BRANFORD CONG CHURCH SPIRE          APPROX. 4.4 KM 1452936.1 |
 LX6417| LX6440 JOHNSONS CHIMNEY                    APPROX. 1.9 KM 1485608.0 |
 LX6417| LX6437 SAINT MARYS CHURCH TOWER            APPROX. 4.4 KM 1505626.1 |
 LX6417| LX6436 MALLEABLE IRON CO ELEVATED TK       APPROX. 5.0 KM 1572327.9 |
 LX6417| CZ7874 SALTY RM 1                            8.733 METERS 28333     |
 LX6417| LX6411 RABBIT ROCK                         APPROX. 3.3 KM 3414425.3 |
 LX6417| CZ7875 SALTY RM 2                           11.152 METERS 34520     |
 LX6417|---------------------------------------------------------------------|
 LX6417
 LX6417                          SUPERSEDED SURVEY CONTROL
 LX6417
 LX6417  NAD 83(1992)-  41 18 49.17775(N)    072 50 25.75560(W) AD(       ) 1
 LX6417  NAD 83(1986)-  41 18 49.17992(N)    072 50 25.75866(W) AD(       ) 1
 LX6417  NAD 27      -  41 18 48.83419(N)    072 50 27.39856(W) AD(       ) 1
 LX6417  NGVD 29 (07/19/86)   86.5    (m)          284.     (f) VERT ANG       
 LX6417
 LX6417.Superseded values are not recommended for survey control.
 LX6417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6417.See file dsdata.txt to determine how the superseded data were derived.
 LX6417
 LX6417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8076075827(NAD 83)
 LX6417_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6417_SETTING: 66 = SET IN ROCK OUTCROP
 LX6417_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6417+STABILITY: POSITION/ELEVATION WELL
 LX6417
 LX6417  HISTORY     - Date     Condition        Report By
 LX6417  HISTORY     - 1933     MONUMENTED       CGS
 LX6417  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6417
 LX6417                          STATION DESCRIPTION
 LX6417
 LX6417'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6417'THE STATION IS LOCATED ON ONE OF THE HIGHEST POINTS ON THE
 LX6417'RIDGE NW OF LAKE SALTONSTALL, ON THE HIGHEST POINT OF A BARE
 LX6417'LEDGE ON THE E SIDE OF A WOODED ROAD THAT FOLLOWS ALONG THE TOP
 LX6417'OF THE WHOLE RIDGE.  THE STATION MAY BE REACHED FROM THE EASTERN
 LX6417'PART OF NEW HAVEN AS FOLLOWS--FROM JUNCTION OF ROUTE 80 (FOXON
 LX6417'ROAD) WITH QUINIPIAC AVENUE, PROCEED EASTWARD ON ROUTE 80, 3.2
 LX6417'MILES TO ROAD SIGN TO BRANFORD ON RIGHT HAND SIDE OF ROAD.
 LX6417'TURN RIGHT, GO 0.9 MILE TO WOODED ROAD.  TURN RIGHT AND FOLLOW
 LX6417'ROAD 1.3 MILES TO LEDGE ON LEFT SIDE OF ROAD.  THE STATION IS
 LX6417'LOCATED APPROXIMATELY 30.0 MILES FROM CENTER LINE OF ROAD.
 LX6417'
 LX6417'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX6417'OUTCROPPING BEDROCK, AS DESCRIBED IN NOTES 2 AND 12A.
 LX6417'
 LX6417'REFERENCE MARKS NO.1 AND NO.2 ARE LOCATED ON THE SAME LEDGE.
 LX6417'
 LX6417'REFERENCE MARK NO.1 BEARS N 65 DEG W (MAGNETIC).
 LX6417'
 LX6417'REFERENCE MARK NO.2 BEARS N (MAGNETIC)
 LX6417'
 LX6417'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
 LX6417
 LX6417                          STATION RECOVERY (1976)
 LX6417
 LX6417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6417'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX6417'RECOVERED.  ONLY THE STEM OF THE STATION MARK AND REFERENCE
 LX6417'MARK 2 REMAIN.  REFERENCE MARK 1 WAS FOUND TO BE IN FAIR
 LX6417'CONDITION.  THE DISTANCE TO REFERENCE MARK 2 CHECKED THE 1933
 LX6417'MEASUREMENT AND THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 LX6417'BE SHORTER BY 0.017 OF A METER.  THE ANGLE BETWEEN THE
 LX6417'REFERENCE MARKS WAS FOUND TO BE GREATER BY 08 MINUTES AND
 LX6417'44 SECONDS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX6417'
 LX6417'THE STATION IS ABOUT 3-1/2 MILES EAST OF NEW HAVEN, 2-1/2
 LX6417'MILES NORTHWEST OF BRANFORD, 1 MILE SOUTH OF FOXON AND ON THE
 LX6417'PROPERTY OF THE NEW HAVEN WATER COMPANY.  MR. DONALD JACKSON,
 LX6417'VICE PRESIDENT OF OPERATIONS, 205 SKIFF STREET, HAMDEN,
 LX6417'CONNECTICUT WAS CONTACTED FOR PERMISSION.  HIS TELEPHONE
 LX6417'NUMBER IS 281-3011.
 LX6417'
 LX6417'TO REACH THE STATION FROM THE POST OFFICE IN BRANFORD, GO
 LX6417'NORTH ON STATE HIGHWAY 139 FOR 0.05 MILE TO THE JUNCTION OF
 LX6417'STATE HIGHWAYS 80 AND 22.  TURN LEFT AND GO NORTHWEST ON STATE
 LX6417'HIGHWAYS 80 AND 22 FOR 1.3 MILES TO WHERE HIGHWAY 22
 LX6417'TURNS RIGHT
 LX6417'AND HIGHWAY 80 CONTINUES WESTERLY.  CONTINUE WESTERLY ON
 LX6417'HIGHWAY 80 FOR 1.1 MILES TO A CROSS ROAD.  TURN LEFT AND GO
 LX6417'SOUTHERLY ON TOTOKET ROAD FOR 0.95 MILE TO A PAVED SIDE ROAD
 LX6417'ON THE LEFT AND A GRAVELED SIDE ROAD AND GATE ON THE RIGHT.
 LX6417'TURN RIGHT, PASSING THROUGH THE GATE AND GO WESTERLY ON THE
 LX6417'GRAVELED ROAD FOR 1.0 MILE TO A FORK.  BEAR LEFT
 LX6417'AND CONTINUE WESTERLY FOR 0.2 MILE TO A WOODS ROAD ON THE
 LX6417'LEFT.  TURN LEFT AND FOLLOW THE WOODS ROAD SOUTHWESTERLY
 LX6417'FOR 0.05 MILE TO THE TOP OF THE HILL AND THE STATION AS
 LX6417'DESCRIBED.
 LX6417'
 LX6417'THE STATION MARK, NO STAMPING, IS THE STEM OF A DISK CEMENTED
 LX6417'IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK WHICH IS
 LX6417'FLUSH WITH THE GROUND SURFACE.  IT IS 19 FEET EAST OF THE
 LX6417'WEST EDGE OF A ROCK LEDGE, 16 FEET SOUTH OF THE NORTH EDGE, 13
 LX6417'FEET WEST OF A DOUBLE TRUNK TREE AND 11 FEET WEST OF THE
 LX6417'EAST EDGE OF THE LEDGE.
 LX6417'
 LX6417'REFERENCE MARK 1, STAMPED---NO 1 1933---, IS A STANDARD DISK
 LX6417'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK.
 LX6417'IT IS 20 FEET NORTHEAST OF THE DOUBLE TRUNK TREE AND 8
 LX6417'FEET NORTHWEST OF A ROUNDED ROCK RISE ON THE EDGE OF THE
 LX6417'LEDGE.
 LX6417'
 LX6417'REFERENCE MARK 2, NO STAMPING, IS THE STEM OF A DISK CEMENTED
 LX6417'IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK WHICH IS
 LX6417'FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET NORTH OF A
 LX6417'DOUBLE TRUNK TREE, 21 FEET NORTH OF THE NORTH EDGE OF THE
 LX6417'ROCK RISE WHICH CONTAINS THE STATION MARK AND 6 FEET SOUTH OF
 LX6417'THE NORTHEAST EDGE OF A ROCK LEDGE.
 LX6417'
 LX6417'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6417'
 LX6417'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 27.2 METERS.
 LX6417'
 LX6417'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3681 ***********************************************************************
 LX3681  DESIGNATION -  SAMMIS
 LX3681  PID         -  LX3681
 LX3681  STATE/COUNTY-  CT/FAIRFIELD
 LX3681  USGS QUAD   -  MILFORD (1984)
 LX3681
 LX3681                         *CURRENT SURVEY CONTROL
 LX3681  ___________________________________________________________________
 LX3681* NAD 83(1996)-  41 14 47.81322(N)    073 07 14.66794(W)     ADJUSTED  
 LX3681* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 LX3681  ___________________________________________________________________
 LX3681  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LX3681  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX3681
 LX3681  HORZ ORDER  -  SECOND
 LX3681
 LX3681.The horizontal coordinates were established by classical geodetic methods
 LX3681.and adjusted by the National Geodetic Survey in August 1998..
 LX3681
 LX3681.The orthometric height was scaled from a topographic map.
 LX3681
 LX3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3681
 LX3681.The geoid height was determined by GEOID03.
 LX3681
 LX3681;                    North         East     Units Scale Factor Converg.
 LX3681;SPC CT       -   198,364.826   273,725.024   MT  0.99999562   -0 14 45.0
 LX3681;SPC CT       -   650,801.93    898,046.18   sFT  0.99999562   -0 14 45.0
 LX3681;SPC NY L     -   120,297.760   373,700.338   MT  1.00001881   +0 34 30.4
 LX3681;SPC NY L     -   394,676.90  1,226,048.53   sFT  1.00001881   +0 34 30.4
 LX3681;UTM  18      - 4,567,837.081   657,461.731   MT  0.99990515   +1 14 21.3
 LX3681
 LX3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3681!SPC CT       -   0.99999201  x   0.99999562  =   0.99998763
 LX3681!SPC NY L     -   0.99999201  x   1.00001881  =   1.00001082
 LX3681!UTM  18      -   0.99999201  x   0.99990515  =   0.99989716
 LX3681
 LX3681|---------------------------------------------------------------------|
 LX3681| PID    Reference Object                     Distance      Geod. Az  |
 LX3681|                                                           dddmmss.s |
 LX3681| CA9094 SAMMIS RM 2                          14.582 METERS 01007     |
 LX3681| CA9093 SAMMIS RM 1                          34.150 METERS 07152     |
 LX3681| LX3668 WHITE HOUSE CHIMNEY                 APPROX. 3.6 KM 0774856.3 |
 LX3681| LX3687 STRATFORD BOOTHE EST CLOCK TWR      APPROX. 1.5 KM 1450055.6 |
 LX3681| LX3695 SOUTH TRANSMISSION TOWER EAST BANK  APPROX. 2.2 KM 1510452.2 |
 LX3681| LX3686 SOUTH TRANSMISSION TWR W BANK       APPROX. 2.0 KM 1564743.8 |
 LX3681| LX3678 HUNTINGTON TURNPIKE TANK            APPROX. 2.6 KM 3013057.9 |
 LX3681|---------------------------------------------------------------------|
 LX3681
 LX3681                          SUPERSEDED SURVEY CONTROL
 LX3681
 LX3681  NAD 83(1992)-  41 14 47.81194(N)    073 07 14.66767(W) AD(       ) 2
 LX3681  NAD 83(1986)-  41 14 47.81614(N)    073 07 14.67154(W) AD(       ) 2
 LX3681  NAD 27      -  41 14 47.46900(N)    073 07 16.27500(W) AD(       ) 2
 LX3681
 LX3681.Superseded values are not recommended for survey control.
 LX3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3681.See file dsdata.txt to determine how the superseded data were derived.
 LX3681
 LX3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5746267837(NAD 83)
 LX3681
 LX3681  HISTORY     - Date     Condition        Report By
 LX3681  HISTORY     - 1934     MONUMENTED       CGS
 LX3681  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX3681  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX3681  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3681
 LX3681                          STATION DESCRIPTION
 LX3681
 LX3681'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3681'LOCATED ON PROPERTY OF DONALD SAMMIS ON E SIDE OF JAMES FARM ROAD
 LX3681'IN STRATFORD.  STATION IS IN THE N CENTER OF A CLEARED FIELD
 LX3681'BEING WOODED ON THREE SIDES.  THE TRIPOD AND SCAFFOLD WERE BUILT
 LX3681'BY THE TOWN OF STRATFORD AS A PERMANENT TOWER FOR LOCAL CONTROL
 LX3681'PROJECTS.  ALL LEGS ARE SET IN CONCRETE.  THE STATION IS A
 LX3681'STANDARD DISK SET IN THE FRUSTRUM OF A SQUARE PYRAMID 12 INCHES BY
 LX3681'14 INCHES BY 30 INCHES AND EXTENDS 3 INCHES ABOVE GROUND.
 LX3681'SUB-SURFACE MARK IS SET IN CONCRETE 6 INCHES BELOW THE BASE OF
 LX3681'THE SURFACE MARK.
 LX3681'
 LX3681'REFERENCE MARKS NOS. 1 AND 2 ARE SET IN BOULDERS TO THE E OF THE
 LX3681'STATION AND INSIDE THE FIELD.  SIGNAL BUILT WAS 60 FEET HIGH.
 LX3681'
 LX3681'GO N ON SHELTON RIVER ROAD FROM STRATFORD AND TURN LEFT UP HILL
 LX3681'ON THE PUTNEY ROAD.  GO TO SMALL CHURCH AT THE BOOTHE FARM.  TURN
 LX3681'LEFT ON CHAPEL STREET AND GO 0.7 MILE TO JONES FARM ROAD, TURN
 LX3681'RIGHT OF JONES FARM ROAD 0.2 MILE TO STATION.
 LX3681'
 LX3681'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 30.11 METERS.
 LX3681'
 LX3681'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 LX3681
 LX3681                          STATION RECOVERY (1962)
 LX3681
 LX3681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LX3681'RECOVERED THE STATION AND THE TWO REFERENCE MARKS IN EXCELLENT
 LX3681'CONDITION.
 LX3681'
 LX3681'THE CORRECT PORTION OF THE TO REACH TURN LEFT ON CHAPEL STREET
 LX3681'AND GO 0.7 MILE TO JONES FARM ROAD, TURN RIGHT OF JONES FARM ROAD
 LX3681'0.2 MILE TO STATION SHOULD READ--TURN LEFT ON CHAPEL ST. AND GO
 LX3681'0.2 MILE TO JAMES FARM ROAD, HERE, FORK RIGHT AND GO NW AND N 0.8
 LX3681'MILE TO AMY BELL WHITES DRIVEWAY.
 LX3681'
 LX3681'NO TRACE OF THE RAIL FENCE REMAINS.
 LX3681
 LX3681                          STATION RECOVERY (1968)
 LX3681
 LX3681'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (NCS)
 LX3681'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LX3681'CONDITION.  CONCRETE BASES ONLY REMAIN OF THE PERMANENT TOWER,
 LX3681'AND THE LAND IS BEING SUBDIVIDED INTO HOUSE LOTS.  STATION MARK
 LX3681'AND RM 2 ARE LOCATED ON PROPOSED LOT NO. 2.  THICK WOODS HAVE
 LX3681'REPLACED THE FORMER FIELD AND THE LAND WILL BE CLEARED AND
 LX3681'GRADED BY BULLDOZER.  MARKS WERE PAINTED AND FLAGGED, BUT MAY BE
 LX3681'DISTURBED.  DOUBLE TIES WERE TAKEN AS SHOWN IN THE SKETCH
 LX3681'BELOW.
 LX3681'
 LX3681'TO REACH THE STATION FROM THE STRATFORD POST OFFICE, GO NORTH ON
 LX3681'MAIN STREET FOR 1.4 MILES TO THE JUNCTION OF ROUTES 110 AND 113
 LX3681'AT MILL RIVER COUNTRY CLUB, CONTINUE NORTH ON SHELTON RIVER ROAD
 LX3681'(ROUTE 113) FOR 0.6 MILE TO A FORK, TAKE THE LEFT FORK (MARKED
 LX3681'MAIN STREET, PUTNEY) AND GO NORTHWARD FOR 0.9 MILE TO A
 LX3681'TRIANGULAR GRASS PLOT AND CHAPEL STREET ON THE LEFT.  TURN LEFT
 LX3681'AND FOLLOW CHAPEL STREET 0.4 MILE TO A FORK, (PASSING TWO
 LX3681'CHURCHES ON THE RIGHT), TAKE THE RIGHT FORK, WHICH IS JAMES FARM
 LX3681'ROAD, AND FOLLOW IT FOR 0.5 MILE, CROSSING MARRITT PARKWAY,
 LX3681'TO CANDLEWOOD ROAD ON THE RIGHT, TURN RIGHT AND GO ABOUT 200 FEET
 LX3681'TO LOT 2 AND THE STATION ON THE LEFT.
 LX3681'
 LX3681'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3681'3 MILES NORTH OF STRATFORD.
 LX3681
 LX3681                          STATION RECOVERY (1972)
 LX3681
 LX3681'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3681'THE STATION OR ANY OF THE REFERENCE MONUMENTS WERE NOT FOUND.  TWO
 LX3681'CONCRETE FOOTINGS FOR TOWER WERE FOUND.  STRATFORD CITY ENGINEER
 LX3681'SAID THE STATION WAS DESTROYED DURING A SEPTIC TANK
 LX3681'INSTALLATION.  HE PREVIOUSLY SET A COUPLE OF SPUR POINTS FROM
 LX3681'THE STATION.  THESE POINTS WOULD AID FURTHER INVESTIGATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4769 ***********************************************************************
 LX4769  DESIGNATION -  SAND PIER LIGHT 15
 LX4769  PID         -  LX4769
 LX4769  STATE/COUNTY-  CT/NEW LONDON
 LX4769  USGS QUAD   -  NORWICH (1983)
 LX4769
 LX4769                         *CURRENT SURVEY CONTROL
 LX4769  ___________________________________________________________________
 LX4769* NAD 83(1996)-  41 30 12.89391(N)    072 05 04.82210(W)     ADJUSTED  
 LX4769* NAVD 88     -                                                        
 LX4769  ___________________________________________________________________
 LX4769  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LX4769  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX4769
 LX4769  HORZ ORDER  -  THIRD
 LX4769
 LX4769.The horizontal coordinates were established by classical geodetic methods
 LX4769.and adjusted by the National Geodetic Survey in August 1998..
 LX4769
 LX4769
 LX4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4769
 LX4769.The geoid height was determined by GEOID03.
 LX4769
 LX4769;                    North         East     Units Scale Factor Converg.
 LX4769;SPC CT       -   227,050.699   360,348.343   MT  0.99998328   +0 26 28.1
 LX4769;SPC CT       -   744,915.50  1,182,242.86   sFT  0.99998328   +0 26 28.1
 LX4769;UTM  18      - 4,598,765.873   743,320.844   MT  1.00032866   +1 55 58.2
 LX4769
 LX4769                          SUPERSEDED SURVEY CONTROL
 LX4769
 LX4769  NAD 83(1992)-  41 30 12.89292(N)    072 05 04.82146(W) AD(       ) 4
 LX4769  NAD 83(1986)-  41 30 12.89353(N)    072 05 04.82389(W) AD(       ) 4
 LX4769  NAD 27      -  41 30 12.54000(N)    072 05 06.54000(W) AD(       ) 3
 LX4769
 LX4769.Superseded values are not recommended for survey control.
 LX4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4769.See file dsdata.txt to determine how the superseded data were derived.
 LX4769
 LX4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4332198766(NAD 83)
 LX4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4769+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 LX4769
 LX4769  HISTORY     - Date     Condition        Report By
 LX4769  HISTORY     - UNK      MONUMENTED
 LX4769  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4769  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX4769  HISTORY     - 20060420 GOOD             USPSQD
 LX4769
 LX4769                          STATION DESCRIPTION
 LX4769
 LX4769'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4769'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NO
 LX4769'PREVIOUS DESCRIPTION.
 LX4769'
 LX4769'THE LIGHT IS LOCATED ABOUT .4 MILE NORTH OF THE ROLLING MILL
 LX4769'DIKE.  THE LIGHT IS LOCATED ON THE TOP OF A BLACK STEEL SKELETON
 LX4769'TOWER WITH A WHITE STEEL PYRAMIDAL BOX AT ITS BASE ON A CONCRETE
 LX4769'FOUNDATION.  THE C.G. LIST OF LIGHTS STATES THIS LIGHT WAS
 LX4769'BUILT IN 1924.
 LX4769
 LX4769                          STATION RECOVERY (1966)
 LX4769
 LX4769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX4769'RECOVERED IN GOOD CONDITION.  THE 1960 RECOVERY NOTE BY
 LX4769'G.F.W. IS ADEQUATE.  THIS IS NOW SAND PIER LIGHT 37.
 LX4769'
 LX4769'NOTE--THIS IS PUBLISHED AS NO CHECK ON THIS POSITION.  GEOGRAPHIC
 LX4769'POSITION COULD NOT BE HELD IN THE AERO TRIANGULATION BRIDGE AND
 LX4769'THE PUBLISHED POSITION--LAT. 41 DEG 30 MIN 12.54 SEC (386.9M),
 LX4769'LONG. 72 DEG 05 MIN 06.54 SEC (151.7M)--SHOULD BE USED WITH
 LX4769'CAUTION.  THE POSITION AS DETERMINED BY THE BRIDGE IS--LAT. 41
 LX4769'DEG 30 MIN 12.58 SEC (388M), LONG. 72 DEG 05 MIN 06.77 SEC
 LX4769'(157M).
 LX4769
 LX4769                          STATION RECOVERY (2006)
 LX4769
 LX4769'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4769'SKELETON TOWER AND STEEL BOX ARE GONE.  LIGHT IS NOW ATOP A STEEL PIPE
 LX4769'SET IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7054 ***********************************************************************
 LX7054  DESIGNATION -  SAND PIT
 LX7054  PID         -  LX7054
 LX7054  STATE/COUNTY-  CT/MIDDLESEX
 LX7054  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7054
 LX7054                         *CURRENT SURVEY CONTROL
 LX7054  ___________________________________________________________________
 LX7054* NAD 83(1996)-  41 37 45.18335(N)    072 38 00.00399(W)     ADJUSTED  
 LX7054* NAVD 88     -        26.     (meters)      85.     (feet)  SCALED    
 LX7054  ___________________________________________________________________
 LX7054  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX7054  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX7054
 LX7054  HORZ ORDER  -  THIRD
 LX7054
 LX7054.The horizontal coordinates were established by classical geodetic methods
 LX7054.and adjusted by the National Geodetic Survey in August 1998..
 LX7054
 LX7054.The orthometric height was scaled from a topographic map.
 LX7054
 LX7054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7054
 LX7054.The geoid height was determined by GEOID03.
 LX7054
 LX7054;                    North         East     Units Scale Factor Converg.
 LX7054;SPC CT       -   240,796.926   314,522.195   MT  0.99998453   +0 04 38.5
 LX7054;SPC CT       -   790,014.58  1,031,894.90   sFT  0.99998453   +0 04 38.5
 LX7054;UTM  18      - 4,611,315.617   697,142.001   MT  1.00007829   +1 34 21.7
 LX7054
 LX7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7054!SPC CT       -   1.00000060  x   0.99998453  =   0.99998513
 LX7054!UTM  18      -   1.00000060  x   1.00007829  =   1.00007889
 LX7054
 LX7054|---------------------------------------------------------------------|
 LX7054| PID    Reference Object                     Distance      Geod. Az  |
 LX7054|                                                           dddmmss.s |
 LX7054| CZ7876 SAND PIT RM 1                        16.970 METERS 17232     |
 LX7054| CZ7877 SAND PIT RM 2                        18.590 METERS 26859     |
 LX7054| LX7058 MAURICE                             APPROX. 1.2 KM 3555531.5 |
 LX7054|---------------------------------------------------------------------|
 LX7054
 LX7054                          SUPERSEDED SURVEY CONTROL
 LX7054
 LX7054  NAD 83(1996)-  41 37 45.18291(N)    072 38 00.00386(W) AD(       ) 3
 LX7054  NAD 83(1992)-  41 37 45.18275(N)    072 38 00.00404(W) AD(       ) 3
 LX7054  NAD 83(1992)-  41 37 45.18479(N)    072 38 00.00567(W) AD(       ) 3
 LX7054  NAD 83(1986)-  41 37 45.18464(N)    072 38 00.00585(W) AD(       ) 3
 LX7054  NAD 27      -  41 37 44.82100(N)    072 38 01.68300(W) AD(       ) 3
 LX7054
 LX7054.Superseded values are not recommended for survey control.
 LX7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7054.See file dsdata.txt to determine how the superseded data were derived.
 LX7054
 LX7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9714211316(NAD 83)
 LX7054_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7054_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7054+STABILITY: SURFACE MOTION
 LX7054
 LX7054  HISTORY     - Date     Condition        Report By
 LX7054  HISTORY     - 1935     MONUMENTED       CGS
 LX7054  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7054  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LX7054
 LX7054                          STATION DESCRIPTION
 LX7054
 LX7054'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7054'FROM THE WAR MEMORIAL IN ROCKY HILL, GO SOUTHERLY ON DIVIDEND ROAD
 LX7054'1.1 MILES.  CONTINUE STRAIGHT AHEAD ON THE ROAD LEADING TO THE
 LX7054'MEADOW AND GO 0.9 MILE TO RAILROAD CULVERT ACROSS THE ROAD, WALK
 LX7054'SOUTHERLY ON THE RAILROAD TO THE LOWER END OF DIVIDEND SAND BANK
 LX7054'OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD COMPANY.  THE
 LX7054'STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12- BY
 LX7054'12- BY 30-INCH CONCRETE POST SET FLUSH WITH GROUND, 3.3 METERS W
 LX7054'OF THE EDGE OF THE STEEP RIVER BANK 6.05 METERS E OF THE CENTER
 LX7054'LINE OF THE RAILROAD TRACKS AND 34.15 METERS NORTHERLY OF AN 8-
 LX7054'BY 8-FOOT RAILROAD SHACK.  THE SUB-SURFACE MARK IS A STANDARD
 LX7054'DISK SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF
 LX7054'THE SURFACE MARK.
 LX7054'
 LX7054'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX7054'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, 11A.
 LX7054'
 LX7054'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF AN 8-BY
 LX7054'8- BY 30-INCH CONCRETE POST FLUSH WITH THE SURFACE AND IS BETWEEN
 LX7054'THE RAILROAD TRACKS AND THE RIVER.  REFERENCE MARK NO.2 IS A
 LX7054'STANDARD DISK SET IN THE TOP OF AN 8- BY 8- BY 30-INCH CONCRETE
 LX7054'POST FLUSH WITH THE GROUND ACROSS THE TRACK AND WESTERLY OF THE
 LX7054'STATION AND JUST EASTERLY OF AN OLD SPUR TRACK.
 LX7054'
 LX7054'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX7054
 LX7054                          STATION RECOVERY (1948)
 LX7054
 LX7054'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7054'THIS STATION IS BEST REACHED FROM THE W PART OF THE EDGEWOOD
 LX7054'CLUB GOLF COURSE.  FROM THIS POINT, IT IS APPROXIMATELY DUE E
 LX7054'AND 4 FEET FROM THE EDGE OF THE STEEP SLOPE FROM THE RAILROAD
 LX7054'RIGHT-OF-WAY TO THE RIVER.  IT IS 14.0 METERS E OF THE CENTER
 LX7054'LINE OF THE PRESENT LOCATION OF THE RAILROAD AND APPROXIMATELY
 LX7054'200 FEET N OF A POINT OF WOODS BETWEEN THE RAILROAD AND THE
 LX7054'RIVER SLOPE.
 LX7054'
 LX7054'STATION AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 LX7054'CONCRETE FLUSH WITH GROUND.
 LX7054'
 LX7054'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 LX7054'FLUSH WITH THE GROUND.  IT IS S OF THE STATION AND IS 5 FEET FROM
 LX7054'THE EDGE OF THE RIVER SLOPE.
 LX7054'
 LX7054'REFERENCE MARK 2 IS A BRONZE DEFERENCE DISK SET IN CONCRETE
 LX7054'FLUSH WITH THE GROUND.  IT IS W OF THE STATION AND IS 4.0 METERS
 LX7054'W OF THE RAILROAD.
 LX7054
 LX7054                          STATION RECOVERY (1974)
 LX7054
 LX7054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LX7054'THE STATION WAS RECOVERED IN AN ATTEMPT TO ESTABLISH AN AZIMUTH
 LX7054'TO TRIANGULATION STATION MAURICE 1935.  HOWEVER THE LINE IS NOT
 LX7054'VISIBLE FROM THE GROUND.  THE STATION MARK AND REFERENCE MARK 1
 LX7054'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THERE WERE NO ANGLES
 LX7054'OR DISTANCE AVAILABLE TO ATTEMPT TO FIND REFERENCE MARK 2.  A
 LX7054'SEARCH WAS MADE BUT IT WAS NOT LOCATED.
 LX7054'
 LX7054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7054'1 MILE NORTHWEST OF CROMWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6544 ***********************************************************************
 LX6544  DESIGNATION -  SANDFORD RESET
 LX6544  PID         -  LX6544
 LX6544  STATE/COUNTY-  CT/NEW HAVEN
 LX6544  USGS QUAD   -  MOUNT CARMEL (1984)
 LX6544
 LX6544                         *CURRENT SURVEY CONTROL
 LX6544  ___________________________________________________________________
 LX6544* NAD 83(1996)-  41 27 42.69388(N)    072 56 57.76382(W)     ADJUSTED  
 LX6544* NAVD 88     -       270.4    (meters)     887.     (feet)  VERTCON   
 LX6544  ___________________________________________________________________
 LX6544  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 LX6544  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX6544
 LX6544  HORZ ORDER  -  FIRST
 LX6544
 LX6544.The horizontal coordinates were established by classical geodetic methods
 LX6544.and adjusted by the National Geodetic Survey in August 1998..
 LX6544
 LX6544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6544
 LX6544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6544
 LX6544.The geoid height was determined by GEOID03.
 LX6544
 LX6544;                    North         East     Units Scale Factor Converg.
 LX6544;SPC CT       -   222,222.338   288,143.759   MT  0.99998392   -0 07 55.9
 LX6544;SPC CT       -   729,074.45    945,351.65   sFT  0.99998392   -0 07 55.9
 LX6544;UTM  18      - 4,592,059.517   671,255.478   MT  0.99996094   +1 21 29.1
 LX6544
 LX6544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6544!SPC CT       -   0.99996218  x   0.99998392  =   0.99994610
 LX6544!UTM  18      -   0.99996218  x   0.99996094  =   0.99992312
 LX6544
 LX6544:                Primary Azimuth Mark                     Grid Az
 LX6544:SPC CT       -  CHESHIRE ATT MICROWAVE                   030 35 57.4
 LX6544:UTM  18      -  CHESHIRE ATT MICROWAVE                   029 06 32.4
 LX6544
 LX6544|---------------------------------------------------------------------|
 LX6544| PID    Reference Object                     Distance      Geod. Az  |
 LX6544|                                                           dddmmss.s |
 LX6544| LX6547 CHESHIRE ATT MICROWAVE              APPROX. 3.3 KM 0302801.5 |
 LX6544| CZ7879 SANDFORD RM 1                         7.747 METERS 04023     |
 LX6544| LX6378 WALLINGFORD SANITARIUM TANK         APPROX. 7.6 KM 0804659.1 |
 LX6544| CZ7878 SANDFORD AZ MK                                     2711049.7 |
 LX6544| CZ7881 SANDFORD RM 3                        17.935 METERS 32720     |
 LX6544|---------------------------------------------------------------------|
 LX6544
 LX6544                          SUPERSEDED SURVEY CONTROL
 LX6544
 LX6544  NAD 83(1992)-  41 27 42.69310(N)    072 56 57.76387(W) AD(       ) 1
 LX6544  NAD 83(1986)-  41 27 42.69518(N)    072 56 57.76635(W) AD(       ) 1
 LX6544  NAD 27      -  41 27 42.34756(N)    072 56 59.39637(W) AD(       ) 1
 LX6544  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 LX6544
 LX6544.Superseded values are not recommended for survey control.
 LX6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6544.See file dsdata.txt to determine how the superseded data were derived.
 LX6544
 LX6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7125592060(NAD 83)
 LX6544_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6544_SETTING: 80 = SET IN A BOULDER
 LX6544_SP_SET: PARTIALLY EXPOSED BOULDER
 LX6544_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6544+STABILITY: SURFACE MOTION
 LX6544
 LX6544  HISTORY     - Date     Condition        Report By
 LX6544  HISTORY     - 1839     MONUMENTED       CGS
 LX6544  HISTORY     - 1862     SEE DESCRIPTION  CGS
 LX6544  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6544  HISTORY     - 1970     SEE DESCRIPTION  NGS
 LX6544  HISTORY     - 1970     SEE DESCRIPTION  CTGS
 LX6544  HISTORY     - 1981     GOOD             NGS
 LX6544  HISTORY     - 1982     GOOD             NGS
 LX6544
 LX6544                          STATION DESCRIPTION
 LX6544
 LX6544'DESCRIBED BY COAST AND GEODETIC SURVEY 1839 (CME)
 LX6544'IN THE TOWN OF PROSPECT, ON LAND OF MR. SANDFORD.  AFTER PASSING
 LX6544'PERKINS TAVERN GOING NORTH ON THE NEW HAVEN AND LITCHFIELD
 LX6544'TURNPIKE, TAKE THE FIRST RIGHT HAND ROAD (AT THE SCHOOL HOUSE)
 LX6544'THAT LEADS TO CHESHIRE, AND AFTER GOING ABOUT 2 MILES SANDFORD
 LX6544'HILL WILL BE ON THE LEFT OF THAT ROAD.  IT IS A FINE CLEAR
 LX6544'EMINENCE, BUT WITH LIMITED VIEW ON ACCOUNT OF THE SURROUNDING
 LX6544'HILLS BEING HIGHER.  STATION WAS MARKED BY A CONE 16 INCHES BELOW
 LX6544'SURFACE OF GROUND, WITH A PILE OF STONES AT SURFACE AROUND
 LX6544'SIGNAL POLE.  FROM STATION A HICKORY TREE BEARS S. 9 DEG
 LX6544'15 MIN. W., 291 FEET.  ANOTHER HICKORY TREE, S. 24 DEG 25 MIN W.,
 LX6544'286 FEET.  AND AN OAK TREE, S. 65-1/2 DEG W., 275.9 FEET.
 LX6544
 LX6544                          STATION RECOVERY (1862)
 LX6544
 LX6544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1862 (ADB)
 LX6544'LOCATED ON THE HIGHEST AND MOST WESTERN SUMMIT OF SANDFORD
 LX6544'MOUNTAIN, NEAR THE NORTHWEST CORNER OF THE TOWNSHIP OF HAMDEN,
 LX6544'35 FEET IN A NORTHWESTERLY DIRECTION FROM A PILE OF STONES WHICH
 LX6544'MARKS THE BOUNDARY LINE BETWEEN HAMDEN AND BETHANY TOWNSHIPS.  THE
 LX6544'LAND IN THE IMMEDIATE VICINITY OF THE STATION IS COVERED BY A
 LX6544'MEDIUM GROWTH OF CHESTNUT, HICKORY AND OAK WOOD.  IN 1862 THE
 LX6544'LAND WAS OWNED BY MR. R. SANDFORD WHO LIVES IN BETHANY, BETWEEN
 LX6544'3 AND 4 MILES IN A SOUTHWESTERLY DIRECTION FROM THE STATION.
 LX6544'THE ELEVATION ON WHICH THE STATION STANDS IS EQUAL TO, IF NOT
 LX6544'GREATER, THAN THAT OF ANY OTHER POINT IN THE STATE.  ON A
 LX6544'CLEAR DAY ONE MAY SEE FROM IT THE DISTANT ELEVATIONS OF
 LX6544'RULANDS AND WEST HILLS ON LONG ISLAND, MT. TOM IN
 LX6544'MASSACHUSETTS, AND TASHUA HILL, MT. WOOSTER, IVY HILL, AND BOX
 LX6544'HILL IN CONNECTICUT.  THE STATION WAS MARKED BY CROSS IN TOP
 LX6544'OF COPPER BOLT SET IN A 1/2 INCH DRILL HOLE IN TOP OF A
 LX6544'GRANITE POST, 2-1/2 FEET LONG AND 1 FOOT SQUARE, TOP DRESSED
 LX6544'AND HAVING LINES CUT TO DIVIDE TOP SURFACE INTO 4 SQUARES,
 LX6544'WITH BOLT AT INTERSECTION.  IN THESE FOUR SMALLER SQUARES
 LX6544'ARE CUT THE LETTERS U.S.C.S.  TOP OF POST WAS SET 1-1/2 FEET
 LX6544'BELOW SURFACE OF GROUND.  ABOVE IT WAS PLACED A CEDAR POST, TOP
 LX6544'FLUSH WITH SURFACE OF GROUND, A COMPOSITION NAIL IN TOP OF
 LX6544'POST MARKING STATION.  AROUND THE CENTER WERE PLACED FOUR
 LX6544'SMALLER GRANITE POSTS, 2-1/2 FEET LONG, AND 6 INCHES SQUARE,
 LX6544'MARKED WITH CROSS LINES AND LETTERS U.S.C.S. IN MANNER
 LX6544'SIMILAR TO THE CENTER POST.  TOPS OF POSTS ARE 20 INCHES ABOVE
 LX6544'TOP OF CENTER POST.  IN EACH CASE THE INTERSECTION OF THE CROSS
 LX6544'LINES IS 6.0 FEET FROM CENTER.  THESE REFERENCE POSTS WERE
 LX6544'PLACED, N., E., S. AND W. FROM THE STATION.
 LX6544
 LX6544                          STATION RECOVERY (1933)
 LX6544
 LX6544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (SC)
 LX6544'THE ORIGINAL DETAILED DESCRIPTION, AS REFERRING TO THE SIZE AND
 LX6544'LOCATION OF THE MARKING STONES, IS CORRECT.  ON DIGGING DOWN WE
 LX6544'FOUND THE CENTRAL FOOT SQUARE GRANITE AND THE 4 CORNERING
 LX6544'GRANITE POSTS IN PLACE, BUT THE SITE IS LOCATED BY A FOREST
 LX6544'WHICH HAS BEEN RECUT SEVERAL TIMES, SO WE HAVE TIED IT BY
 LX6544'COMPASS DIRECTION AND DISTANCE FROM A NEARBY TRI-TOWN BOUNDARY
 LX6544'CORNER (HAMDEN-BETHANY-PROSPECT) AS FOLLOWS--
 LX6544'
 LX6544'NEW DESCRIPTION--FROM TRIANGULATION STATION S53W 37 FT. TO
 LX6544'CORNAMARK NO. 31 OF G.A. CROMIE-NEW HAVEN WATER CO. JOINT
 LX6544'BOUNDARY N21-1/2 W 240 FT. TO CORNAMARK NO. 32 N12E 900 FT. TO
 LX6544'CORNAMARK NO. 33 (TRI-TOWN CORNER--HAMDEN, BETHANY AND CHESHIRE)
 LX6544'
 LX6544'THIS STATION, BEING CLOSE TO THE QUINNIPIAC TRAIL (APP. MT.
 LX6544'CLUB) IS NOW A MATTER OF GREAT INTEREST.
 LX6544
 LX6544                          STATION RECOVERY (1970)
 LX6544
 LX6544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LX6544'STATION MARK AND THE NORTH AND SOUTH REFERENCE POSTS WERE
 LX6544'RECOVERED IN GOOD CONDITION.  THE EAST AND WEST REFERENCE POSTS
 LX6544'ARE DESTROYED.  A NEW SURFACE STATION MARK AND TWO REFERENCE
 LX6544'MARKS WERE SET TO MAKE RECOVERY EASIER.  A COMPLETE DESCRIPTION
 LX6544'FOLLOWS--
 LX6544'
 LX6544'STATION IS LOCATED ON THE SUMMIT OF SANDFORD MTN., ALONG THE
 LX6544'QUINNIPIAC TRAIL, WHERE IT MAKES A RIGHT-ANGLE TURN FROM
 LX6544'SOUTHWEST TO NORTHWEST, AND 102 FEET SOUTHWEST OF A LARGE STONE
 LX6544'PILE AT ANOTHER RIGHT-ANGLE BEND OF THE TRAIL WHERE IT TURNS
 LX6544'FROM NORTHWEST TO SOUTHWEST.
 LX6544'
 LX6544'TO REACH STATION FROM THE POST OFFICE IN PROSPECT, GO SOUTHERLY
 LX6544'ON STATE HIGHWAY 69 FOR 3.9 MILES TO CROSSROAD JUNCTION OF
 LX6544'STATE HIGHWAY 42.  CONTINUE ON HIGHWAY 69 FOR 0.9 MILE.  TURN
 LX6544'LEFT ON GAYLORD MTN. RD. AND GO 0.7 MILE TO GREENBERG RESIDENCE
 LX6544'ON LEFT.  PACK NORTHERLY UP ALONG RIDGE ABOUT 3/4 MILE TO WHERE
 LX6544'QUINNIPIAC TRAIL COMES UP ONTO RIDGE.  FOLLOW TRAIL ABOUT 3/4
 LX6544'MILE TO A LARGE STONE PILE ON LEFT.  CONTINUE ABOUT 120 FEET TO
 LX6544'SECOND STONE PILE.  GO LEFT 100 FEET TO STATION.
 LX6544'
 LX6544'STATION MARK IS A STANDARD DISK STAMPED SANDFORD 1862 1970,
 LX6544'CEMENTED IN A DRILL HOLE IN A 12-INCH-SQUARE BOULDER 20
 LX6544'INCHES LONG, SET PLUMB OVER THE ORIGINAL MARK, FLUSH WITH
 LX6544'GROUND.  IT IS 169 FEET WEST OF THE FIRST STONE PILE, 4 FEET
 LX6544'SOUTHEAST OF TRAIL, 9-1/2 FEET SOUTHEAST OF METAL WITNESS SIGN
 LX6544'NAILED ONTO A TREE, AND 37 FEET NORTHEAST OF OLD CORNAMARK NO.
 LX6544'31, WHICH IS A SMALL BOULDER PILE.
 LX6544'
 LX6544'UNDERGROUND MARK IS A LARGE COPPER BOLT, WITH CROSS IN TOP,
 LX6544'SET IN THE TOP OF A GRANITE POST 20 INCHES BELOW GROUND.  THE
 LX6544'LETTERS USCS ARE CUT INTO TOP OF POST.
 LX6544'
 LX6544'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SANDFORD
 LX6544'1862 NO 1 1970, CEMENTED IN A DRILL HOLE IN A FLAT, GREY BOULDER
 LX6544'PROJECTING 4 INCHES FROM GROUND.  IT IS 4 FEET NORTHWEST OF
 LX6544'TRAIL AND 7.737 METERS, (25.283 FT.) NORTHEAST OF STATION, ON
 LX6544'TRUE BEARING OF 40 DEGREES.
 LX6544'
 LX6544'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED SANDFORD
 LX6544'1862 NO 2 1970, CEMENTED IN A DRILL HOLE IN A SMALL BOULDER
 LX6544'TOP PROJECTING 3 INCHES FROM GROUND.  IT IS IN THE ANGLE OF
 LX6544'THE TRAIL TURN, 3 FEET WEST OF THE WITNESS SIGN, AND 3.267
 LX6544'METERS, (10.715 FT.) NORTHWEST OF STATION, ON TRUE BEARING OF
 LX6544'307 DEGREES.
 LX6544'
 LX6544'NORTH GRANITE POST IS 6 INCHES SQUARE, FLUSH WITH GROUND, 1
 LX6544'FOOT NORTH OF TRAIL, AND HAS THE LETTERS USCS CUT INTO THE TOP.
 LX6544'
 LX6544'SOUTH GRANITE POST IS 6 INCHES SQUARE, FLUSH WITH GROUND, AND HAS
 LX6544'THE LETTERS USCS CUT INTO THE TOP.  BOTH POSTS ARE 6 FEET FROM THE
 LX6544'STATION MARK.
 LX6544'
 LX6544'NOTE--STATION IS LOCATED IN DENSE TIMBER.
 LX6544'
 LX6544'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6544'4 MILES NORTHEAST OF BETHANY.
 LX6544
 LX6544                          STATION RECOVERY (1970)
 LX6544
 LX6544'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1970 (AK)
 LX6544'SANFORD THE UNDERGROUND STATION MARK CROSS IN TOP OF COPPER BOLT SET
 LX6544'IN A 1/2 IN DRILL HOLE IN TOP OF A GRANITE POST, SET 1-1/2
 LX6544'FEET BELOW SURFACE OF GROUND, WAS RECOVERED IN GOOD
 LX6544'CONDITION.  THE NORTH AND SOUTH GRANITE WITNESS POSTS PLACED
 LX6544'NORTH AND SOUTH FROM THE STATION ARE IN GOOD CONDITION.  THE
 LX6544'TOP OF E POST IS BROKEN OFF AND W POST HAS BEEN DUG OUT AND
 LX6544'WAS FOUND LYING ON THE GROUND A FEW HUNDRED FEET NORTH ALONG
 LX6544'THE QUINNIPIAC TRAIL.  TWO ROCKS WERE PLACED IN THE HOLE ON
 LX6544'THE STATION, THE LOWER ROCK HAVING 1881 INSCRIBED ON ITS
 LX6544'BOTTOM SIDE.
 LX6544'
 LX6544'FROM THE STATION BEARING N 50 E (COMPASS) AND 102 FT DISTANT
 LX6544'IS A 8 FT X 6 FT STONE PILE (FIRE PLACE REMAINS).  S 70
 LX6544'E AND 169 FT DISTANT IS A 15 FT X 15 FT STONE PILE WHICH
 LX6544'IS ABOUT 120 FT SOUTHERLY OF THE 8 FT X 6 FT STONE PILE.
 LX6544'
 LX6544'THE STATION MAY BE REACHED FROM THE INTERSECTION OF
 LX6544'CARRINGTON ROAD, (ROUTE 69) AND CHESHIRE ROAD (ROUTE 42) IN
 LX6544'THE TOWN OF BETHANY.  PROCEED SOUTH ON CARRINGTON ROAD ABOUT 0.9
 LX6544'MILE AND TURN LEFT ON GAYLORD MOUNTAIN ROAD, GO FOR ABOUT 0.7 MILE
 LX6544'THEN TURN LEFT AND START WALKING NORTHERLY ALONG THE TOP OF THE
 LX6544'RIDGE FOR ABOUT 31 MINUTES TO WHERE ONE MEETS THE QUINNIPIAC
 LX6544'TRAIL.  FOLLOW THE TRAIL ALONG THE RIDGE FOR ABOUT 4 MINUTES
 LX6544'TO A PICNIC AREA ON THE WEST SIDE OF THE RIDGE.  PROCEED
 LX6544'THROUGH FOR ABOUT 13 MINUTES GOING DOWN AND UP AGAIN TO
 LX6544'THE TOP OF THE MOUNTAIN TO A 15 FT X 15 FT STONE PILE
 LX6544'ON THE LEFT OF THE TRAIL.  ABOUT 120 FT FURTHER ON THE
 LX6544'RIGHT IS A 8 FT X 6 FT STONE PILE AS THE TRAIL TURNS FROM A
 LX6544'NORTHERLY DIRECTION TO A WESTERLY ONE.  CONTINUE ON
 LX6544'THE TRAIL FOR ANOTHER 100 FT TO A POINT JUST BEFORE THE TRAIL
 LX6544'TURNS NORTHERLY AGAIN AND THE STATION IS ON THE LEFT
 LX6544'ABOUT 2 FT FROM THE TRAIL.  THE TOP OF SANDFORD MOUNTAIN
 LX6544'IS OVERGROWN HEAVILY WITH HARDWOODS.
 LX6544
 LX6544                          STATION RECOVERY (1981)
 LX6544
 LX6544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6544'THE STATION MARK, REFERENCE MARK 1 AND THE ORIGINAL NORTH AND
 LX6544'SOUTH REFERENCE POST WERE RECOVERED AS DESCRIBED IN 1970.
 LX6544'REFERENCE MARK 2 WAS FOUND DESTROYED.  A NEW REFERENCE MARK 3 WAS
 LX6544'ESTABLISHED AT THIS TIME.  MEASUREMENT TO REFERENCE MARK 1
 LX6544'COMPARED FAVORABLY WITH OLD DATA.
 LX6544'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF
 LX6544'BETHANY AND ON THE SUMMIT OF SANFORD MOUNTAIN ALONG THE
 LX6544'QUINNIPIAC TRAIL.
 LX6544'OWNERSHIP---STATE OF CONNECTICUT, PERMISSION BY MR MARTIN
 LX6544'CHERNISKE, DEPARTMENT OF ENVIRONMENTAL PROTECTION, REGION 2,
 LX6544'JUDD HILL ROAD, MIDDLEBURY CT 06762, PHONE 203-758-1753
 LX6544'OR 203-758-1754.
 LX6544'
 LX6544'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND
 LX6544'69 IN PROSPECT.  GO SOUTH ON HIGHWAY 69 FOR 5.3 KM (3.3 MI) TO
 LX6544'ITS JUNCTION WITH STATE HIGHWAY 42.  CONTINUE SOUTH ON HIGHWAY
 LX6544'69 FOR 1.5 KM (0.95 MI) TO A PAVED ROAD LEFT (GAYLORD MTN ROAD).
 LX6544'TURN LEFT AND GO EAST FOR 2.1 KM (1.3 MI) TO A PAVED CROSSROAD AT
 LX6544'A SMALL YMCA SIGN.  TURN LEFT AND GO NORTH 0.96 KM (0.6 MI) TO THE
 LX6544'END OF PAVEMENT.  CONTINUE AHEAD NORTH AND EAST ON A DIRT THEN
 LX6544'WOODS ROAD (PASSING BETWEEN POOL AND TENNIS COURTS) FOR
 LX6544'1.4 KM (0.85 MI) TO A GAS LINE.  TURN LEFT AND GO NORTH FOR
 LX6544'0.16 KM (0.1 MI) TO THE TOP OF THE HILL AND A WOODS ROAD ON THE
 LX6544'LEFT.  TURN LEFT AND GO WEST AND NORTH FOR 0.9 KM (0.55 MI) TO THE
 LX6544'TOP OF THE HILL AND THE STATION AT THE END OF THE ROAD.
 LX6544'
 LX6544'THE STATION IS A STANDARD NGS DISK
 LX6544'STAMPED---SANDFORD 1862 1970---,
 LX6544'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6544'7.07 METERS (23.2 FT) SOUTH-SOUTHEAST FROM A 20 CM ELM TREE,
 LX6544'5.6 METERS (18.4 FT) WEST FROM A 35 CM OAK TREE,
 LX6544'5.1 METERS (16.7 FT) NORTH FROM A 20 CM ELM TREE AND
 LX6544'1.83 METERS (6.0 FT) NORTH-NORTHEAST FROM A 15 CM SQUARE CONCRETE
 LX6544'POST.
 LX6544'
 LX6544'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6544'STAMPED---SANDFORD 1862 NO 1 1970---,
 LX6544'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX6544'11.06 METERS (36.3 FT) EAST FROM A 20 CM ELM TREE,
 LX6544'9.3 METERS (30.5 FT) NORTHEAST FROM A 15 CM SQUARE CONCRETE POST
 LX6544'AND
 LX6544'3.05 METERS (10.0 FT) NORTH-NORTHEAST FROM A 35 CM OAK TREE.
 LX6544'
 LX6544'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX6544'STAMPED---SANDFORD 1862 NO 3 1981---,
 LX6544'SET INTO A PARTIALLY EXPOSED BOULDER OF 0.6 METER LARGEST DIMENSION.
 LX6544'IT IS LOCATED
 LX6544'5.3 METERS (17.4 FT) WEST FROM A 15 CM DOGWOOD TREE,
 LX6544'5.05 METERS (16.6 FT) SOUTH-SOUTHWEST FROM A 33 CM MAPLE TREE AND
 LX6544'4.4 METERS (14.4 FT) EAST FROM A BLUE PAINTED TRAIL.
 LX6544'
 LX6544'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX6544'NO AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LX6544'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES.
 LX6544
 LX6544                          STATION RECOVERY (1982)
 LX6544
 LX6544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6544'THE STATION AND REFERENCE MARKS WERE RECOVERD IN GOOD CONDITION
 LX6544'AS DESCRIBED IN 1981.
 LX6544'
 LX6544'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX6544'
 LX6544'DESCRIBED BY D.L. MCFARLAND, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6483 ***********************************************************************
 LX6483  DESIGNATION -  SANDY
 LX6483  PID         -  LX6483
 LX6483  STATE/COUNTY-  CT/NEW HAVEN
 LX6483  USGS QUAD   -  NEW HAVEN (1984)
 LX6483
 LX6483                         *CURRENT SURVEY CONTROL
 LX6483  ___________________________________________________________________
 LX6483* NAD 83(1996)-  41 16 05.68511(N)    072 55 23.77770(W)     ADJUSTED  
 LX6483* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6483  ___________________________________________________________________
 LX6483  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 LX6483  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX6483
 LX6483  HORZ ORDER  -  SECOND
 LX6483
 LX6483.The horizontal coordinates were established by classical geodetic methods
 LX6483.and adjusted by the National Geodetic Survey in August 1998..
 LX6483
 LX6483.The orthometric height was scaled from a topographic map.
 LX6483
 LX6483.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6483
 LX6483.The geoid height was determined by GEOID03.
 LX6483
 LX6483;                    North         East     Units Scale Factor Converg.
 LX6483;SPC CT       -   200,715.029   290,281.736   MT  0.99999381   -0 06 53.6
 LX6483;SPC CT       -   658,512.56    952,366.00   sFT  0.99999381   -0 06 53.6
 LX6483;SPC NY L     -   122,884.748   390,222.138   MT  1.00002149   +0 42 15.4
 LX6483;SPC NY L     -   403,164.38  1,280,253.80   sFT  1.00002149   +0 42 15.4
 LX6483;UTM  18      - 4,570,615.419   673,951.044   MT  0.99997241   +1 22 12.4
 LX6483
 LX6483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6483!SPC CT       -   1.00000473  x   0.99999381  =   0.99999854
 LX6483!SPC NY L     -   1.00000473  x   1.00002149  =   1.00002622
 LX6483!UTM  18      -   1.00000473  x   0.99997241  =   0.99997714
 LX6483
 LX6483:                Primary Azimuth Mark                     Grid Az
 LX6483:SPC CT       -  YALE DIVINITY SCHOOL TOWER               001 32 18.2
 LX6483:SPC NY L     -  YALE DIVINITY SCHOOL TOWER               000 43 09.2
 LX6483:UTM  18      -  YALE DIVINITY SCHOOL TOWER               000 03 12.2
 LX6483
 LX6483|---------------------------------------------------------------------|
 LX6483| PID    Reference Object                     Distance      Geod. Az  |
 LX6483|                                                           dddmmss.s |
 LX6483| LX6508 YALE DIVINITY SCHOOL TOWER          APPROX. 6.1 KM 0012524.6 |
 LX6483| LX6525 ST PATRICKS CHURCH SPIRE            APPROX. 4.6 KM 0123455.2 |
 LX6483| LX6527 L CANDEE CO ELEVATED TANK           APPROX. 4.1 KM 0141834.2 |
 LX6483| LX6526 SARGENT CO ELEVATED TANK            APPROX. 3.8 KM 0151109.3 |
 LX6483| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 5.3 KM 0255441.7 |
 LX6483| LX6532 NEW HAVEN FIRST CONG CH SPIRE       APPROX. 5.2 KM 0283644.0 |
 LX6483| LX6534 EAST PEARL ST METH CH SPIRE         APPROX. 5.1 KM 0311808.3 |
 LX6483| LX6530 AMERICAN STEEL WIRE CO STACK        APPROX. 4.2 KM 0340242.7 |
 LX6483| LX6478 PILGRIM CHURCH SPIRE                APPROX. 5.4 KM 0355453.7 |
 LX6483| CZ7883 SANDY RM 2                           19.480 METERS 03920     |
 LX6483| LX6535 KOPPERS TALL STACK                  APPROX. 2.6 KM 0414059.2 |
 LX6483| LX6488 KOPPERS SHORT STACK                 APPROX. 2.4 KM 0432443.2 |
 LX6483| LX6482 AVIATION BCN REV WHITE GREEN        APPROX. 2.9 KM 0750957.3 |
 LX6483| CZ6590 HARBOR LINE MARK 60 RM               23.450 METERS 13733     |
 LX6483| LX6368 NEW HAVEN LIGHTHOUSE OLD TOWER      APPROX. 2.7 KM 1423910.1 |
 LX6483| LX6481 HARBOR LINE MARK 60                   6.750 METERS 15524     |
 LX6483| LX6367 NEW HAVEN MID BRKWTR E END LT       APPROX. 4.1 KM 1794932.0 |
 LX6483| LX6373 NEW HAVEN LIGHT                     APPROX. 5.5 KM 1964904.0 |
 LX6483| LX6371 NEW HAVEN W BRKWTR W END LT         APPROX. 5.5 KM 2101321.0 |
 LX6483| CZ7882 SANDY RM 1                           23.571 METERS 27626     |
 LX6483| LX6493 BURWELL HILL TANK                   APPROX. 5.1 KM 3055118.9 |
 LX6483| LX6486 YALE BASEBALL CAGE GABLE            APPROX. 5.7 KM 3261127.8 |
 LX6483| LX6487 FRESENIUS BREWERY TOWER             APPROX. 3.8 KM 3340519.8 |
 LX6483| LX6515 NEW HAVEN HOSPITAL CUPOLA           APPROX. 3.9 KM 3453701.8 |
 LX6483| LX6517 SACRED HEART CHURCH TOWER           APPROX. 3.4 KM 3490348.3 |
 LX6483| LX6516 PIERSON COLLEGE TOWER               APPROX. 4.7 KM 3512319.9 |
 LX6483| LX6500 YALE LIBRARY TOWER                  APPROX. 4.8 KM 3542458.9 |
 LX6483| LX6502 NY NH H RR PLANT W STACK            APPROX. 3.1 KM 3555041.0 |
 LX6483| LX6503 NY NH H RR PLANT E STACK            APPROX. 3.1 KM 3560118.0 |
 LX6483| LX6498 CENTER CHURCH SPIRE                 APPROX. 4.4 KM 3563131.8 |
 LX6483| LX6506 UNION NEW HAVEN TRUST CO TOWER      APPROX. 4.4 KM 3592247.3 |
 LX6483|---------------------------------------------------------------------|
 LX6483
 LX6483                          SUPERSEDED SURVEY CONTROL
 LX6483
 LX6483  NAD 83(1992)-  41 16 05.68418(N)    072 55 23.77748(W) AD(       ) 2
 LX6483  NAD 83(1986)-  41 16 05.68587(N)    072 55 23.78223(W) AD(       ) 2
 LX6483  NAD 27      -  41 16 05.34000(N)    072 55 25.41300(W) AD(       ) 2
 LX6483
 LX6483.Superseded values are not recommended for survey control.
 LX6483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6483.See file dsdata.txt to determine how the superseded data were derived.
 LX6483
 LX6483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7395170615(NAD 83)
 LX6483_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6483_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6483+STABILITY: SURFACE MOTION
 LX6483
 LX6483  HISTORY     - Date     Condition        Report By
 LX6483  HISTORY     - 1933     MONUMENTED       CGS
 LX6483
 LX6483                          STATION DESCRIPTION
 LX6483
 LX6483'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6483'THIS STATION IS LOCATED ON A SAND SPIT KNOWN AS SANDY POINT,
 LX6483'MAKING OUT FROM THE WESTERN SHIORE OF NEW HAVEN HARBOR.  STATION IS
 LX6483'ON RANGE WITH THE W END OF SANDY POINT DYKE AND THE OLD TOWER.  IT
 LX6483'IS ON THE E-W CENTER LINE OF THE POINT.  STATION IS 6.75 METERS
 LX6483'NORTHERLY OF H.L. MARK 60 (U.S.E.) AND APPROXIMATELY 30 METERS W
 LX6483'OF THE EASTERN EXTREMITY OF THE GRASSY AREA.  CROWFOOT AND DRILL
 LX6483'HOLE IN ROCK AT SHORE END OF DYKE BEARS S 30 DEG E (MAGNETIC)
 LX6483'AND IS 23.45 METERS DISTANT.
 LX6483'
 LX6483'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6483'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6483'
 LX6483'REFERENCE MARK NO. 1 IS ABOUT 2 METERS S OF GRASS LINE AND BEARS
 LX6483'N 70 DEG W (MAGNETIC).
 LX6483'
 LX6483'REFERENCE MARK NO. 2 IS ABOUT 2 METERS S OF GRASS LINE AND BEARS
 LX6483'N 52 DEG E (MAGNETIC).
 LX6483'
 LX6483'BOTH REFERENCE MARKS ARE ON THE N SIDE OF THE SAND SPIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5459 ***********************************************************************
 LX5459  DESIGNATION -  SANDY POINT
 LX5459  PID         -  LX5459
 LX5459  STATE/COUNTY-  CT/NEW LONDON
 LX5459  USGS QUAD   -  NIANTIC (1983)
 LX5459
 LX5459                         *CURRENT SURVEY CONTROL
 LX5459  ___________________________________________________________________
 LX5459* NAD 83(1996)-  41 20 50.93274(N)    072 11 11.30651(W)     ADJUSTED  
 LX5459* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5459  ___________________________________________________________________
 LX5459  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 LX5459  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5459
 LX5459  HORZ ORDER  -  SECOND
 LX5459
 LX5459.The horizontal coordinates were established by classical geodetic methods
 LX5459.and adjusted by the National Geodetic Survey in August 1998..
 LX5459
 LX5459.The orthometric height was scaled from a topographic map.
 LX5459
 LX5459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5459
 LX5459.The geoid height was determined by GEOID03.
 LX5459
 LX5459;                    North         East     Units Scale Factor Converg.
 LX5459;SPC CT       -   209,654.053   351,962.215   MT  0.99998839   +0 22 25.1
 LX5459;SPC CT       -   687,840.01  1,154,729.37   sFT  0.99998839   +0 22 25.1
 LX5459;UTM  18      - 4,581,151.588   735,386.986   MT  1.00028194   +1 51 34.3
 LX5459
 LX5459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5459!SPC CT       -   1.00000483  x   0.99998839  =   0.99999322
 LX5459!UTM  18      -   1.00000483  x   1.00028194  =   1.00028677
 LX5459
 LX5459|---------------------------------------------------------------------|
 LX5459| PID    Reference Object                     Distance      Geod. Az  |
 LX5459|                                                           dddmmss.s |
 LX5459| CZ7884 SANDY POINT RM 1                     29.390 METERS 04346     |
 LX5459| CS5348 SANDY POINT RM 3                     34.260 METERS 07255     |
 LX5459| CZ7885 SANDY POINT RM 2                     45.530 METERS 08534     |
 LX5459| LX7642 MCLERNON RESET                      APPROX. 1.1 KM 1182743.0 |
 LX5459| LX5453 JUDSON                              377.621 METERS 22707     |
 LX5459| LX5454 STONE DOCK                          302.419 METERS 30052     |
 LX5459| LX5458 PLANT                               472.827 METERS 3530506.1 |
 LX5459|---------------------------------------------------------------------|
 LX5459
 LX5459                          SUPERSEDED SURVEY CONTROL
 LX5459
 LX5459  NAD 83(1992)-  41 20 50.93165(N)    072 11 11.30583(W) AD(       ) 2
 LX5459  NAD 83(1986)-  41 20 50.93305(N)    072 11 11.31021(W) AD(       ) 2
 LX5459  NAD 27      -  41 20 50.59500(N)    072 11 13.03600(W) AD(       ) 2
 LX5459
 LX5459.Superseded values are not recommended for survey control.
 LX5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5459.See file dsdata.txt to determine how the superseded data were derived.
 LX5459
 LX5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3538781152(NAD 83)
 LX5459_MARKER: DS = TRIANGULATION STATION DISK
 LX5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5459+STABILITY: SURFACE MOTION
 LX5459
 LX5459  HISTORY     - Date     Condition        Report By
 LX5459  HISTORY     - 1934     MONUMENTED       CGS
 LX5459  HISTORY     - 1971     GOOD             CTDT
 LX5459  HISTORY     - 1984     GOOD             USPSQD
 LX5459  HISTORY     - 1984     GOOD             NGS
 LX5459
 LX5459                          STATION DESCRIPTION
 LX5459
 LX5459'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5459'THE STATION IS LOCATED ON THE E SIDE OF THE NIANTIC RIVER AND ON THE
 LX5459'W SIDE OF SANDY POINT.  AT THE W SIDE OF THE POINT IS A LONG SAND
 LX5459'SPIT, ON WHICH THE STATION IS LOCATED, NEAR THE HIGH WATER
 LX5459'LINE.  IT IS MARKED BY A STANDARD DISC SET IN A 12- BY 12- BY
 LX5459'30-INCH CONCRETE POST FLUSH WITH THE BEACH AND IS ON THE PROPERTY
 LX5459'OF F.C. MUNDER.  THE SUB-SURFACE MARK IS A STANDARD DISC SET IN AN
 LX5459'IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LX5459'
 LX5459'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISCS SET IN
 LX5459'CONCRETE.
 LX5459'
 LX5459'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LX5459'HOLES IN THE CIRCULAR STONE RETAINING WALL NE AND SE OF THE
 LX5459'STATION.
 LX5459'
 LX5459'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5459
 LX5459                          STATION RECOVERY (1971)
 LX5459
 LX5459'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5459'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 1A AND ROUTE 95
 LX5459'IN EAST LYME GO SOUTHEAST ON ROUTE 1A FOR 0.6 MILES, TURN RIGHT,
 LX5459'SOUTH, ON OSWEGATCHIE ROAD AND GO 1.2 MILE TO WHERE THE ROAD
 LX5459'CHANGES TO KOWOMOC AVENUE CONTINUE STRAIGHT FOR 0.25 MILE TO PARK
 LX5459'ROAD, TURN RIGHT, WEST ON PARK ROAD FOR 0.1 MILE TO STATION ON BEACH.
 LX5459'
 LX5459'THE STATION AND REFERENCE MARK 1 ARE IN GOOD CONDITION.  REFERENCE
 LX5459'MARK 2 IS IN A GRANITE WALL WHICH IS LOOSE.
 LX5459
 LX5459                          STATION RECOVERY (1984)
 LX5459
 LX5459'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5459'SANDY POINT 1934 RECOVERED GOOD.
 LX5459'
 LX5459'SANDY POINT RM 1 1934 RECOVERED GOOD.
 LX5459'
 LX5459'SANDY POINT RM 2 1934 DESTROYED THIS PART OF STONE RETAINING WALL
 LX5459'DESTROYED BY BEACH EROSION, FOUND STONE WITH WEDGE OF THE DISC NEAR
 LX5459'BY.  STATION FOUND UNDER 1 FOOT OF SAND.
 LX5459
 LX5459                          STATION RECOVERY (1984)
 LX5459
 LX5459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 LX5459'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 LX5459'CONDITION.  REFERENCE MARK 2 WAS FOUND DESTROYED AS THE GRANITE
 LX5459'BLOCK HAD BEEN MOVED OFF THE SEAWALL AND THE PLATE OF THE DISK BROKE
 LX5459'OFF.  THE SHANK WAS FOUND IN THE BLOCK.  A SHORTER DISTANCE OF 0.010
 LX5459'METER WAS NOTED TO REFERENCE MARK 1.  REFERENCE MARK 3 WAS ESTABLISHED
 LX5459'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LX5459'
 LX5459'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF NIANTIC, ON THE
 LX5459'EAST SIDE OF THE NIANTIC RIVER AND ON A SAND BAR ON THE WEST SIDE OF
 LX5459'SANDY POINT.
 LX5459'
 LX5459'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND
 LX5459'U.S. HIGHWAY 1, INTERCHANGE 75, IN FLANDERS, GO EASTERLY ON HIGHWAY 1
 LX5459'FOR 1 KM (0.6 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 LX5459'OSWEGATCHIE ROAD FOR 2.0 KM (1.25 MI) TO A SIDE ROAD LEFT.  CONTINUE
 LX5459'SOUTH ON KONOMOC AVENUE FOR 0.5 KM (0.3 MI) TO A SIDE ROAD RIGHT.
 LX5459'TURN RIGHT AND GO WEST ON PARK DRIVE FOR 0.2 KM (0.1 MI) TO A DRIVEWAY
 LX5459'ON THE LEFT.  TURN LEFT PASSING THROUGH A STONE WALL AND GO WEST FOR
 LX5459'ABOUT 150 FT TO THE END OF TRUCK TRAVEL, IN THE YARD OF A VERY
 LX5459'LARGE HOUSE.  PACK WEST FOR ABOUT 200 FT TO THE STATION, ON A SAND
 LX5459'BAR.
 LX5459'
 LX5459'THE STATION IS A STANDARD NGS DISK STAMPED--SANDY POINT 1934--SET IN
 LX5459'THE TOP OF A 30 CM (12 INCHES) SQUARE CONCRETE MONUMENT RECCESSED 30
 LX5459'CM (12 INCHES) BELOW THE GROUND.
 LX5459'THE MARK IS LOCATED 140.0 FT (42.7 M) E OF THE WEST TIP OF THE POINT
 LX5459'41.0 FT (12.5 M) N OF THE SOUTH SIDE OF THE SAND BAR,
 LX5459'39.0 FT (11.9 M) S OF THE NORTH SIDE OF THE SAND BAR,
 LX5459'18.5 FT (5.6 M) SW OF THE MOST WESTERLY LOCUST TREE,
 LX5459'AND 1.0 FT (0.3 M) S OF A CARSONITE WITNESS POST.
 LX5459'
 LX5459'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--SANDY POINT NO 1
 LX5459'1934--CEMENTED IN A DRILL HOLE IN A GRANITE BLOCK THAT IS PART OF A
 LX5459'CIRCULAR SEAWALL AND 0.6 METER (2 FT) HIGHER THAN THE STATION.
 LX5459'THE MARK IS LOCATED 34.5 FT (10.5 M) NW OF A 10-INCH MAPLE TREE,
 LX5459'49.0 FT (14.9 M) SSE OF THE NORTH SIDE OF THE SAND BAR,
 LX5459'32.0 FT (9.8 M) SW OF A 8-INCH CEDAR TREE
 LX5459'
 LX5459'REFERENCE MARK 3 IS A STANDARD NGS DISK STAMPED--SANDY POINT NO 3
 LX5459'1984--CEMENTED IN A DRILL HOLE IN A GRANITE BLOCK THAT IS PART OF A
 LX5459'CIRCULAR SEAWALL AND 0.6 METER (2 FT) ABOVE THE STATION.
 LX5459'THE MARK IS LOCATED 37.0 FT (11.3 M) N OF THE SOUTH SIDE OF THE SAND
 LX5459'BAR, 24.0 FT (7.3 M) S OF THE 10-INCH MAPLE TREE, AND
 LX5459'10.0 FT (3.0 M) WSW OF A 6-INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6509 ***********************************************************************
 LX6509  DESIGNATION -  SANDY POINT BREAKWATER LT
 LX6509  PID         -  LX6509
 LX6509  STATE/COUNTY-  CT/NEW HAVEN
 LX6509  USGS QUAD   -  NEW HAVEN (1984)
 LX6509
 LX6509                         *CURRENT SURVEY CONTROL
 LX6509  ___________________________________________________________________
 LX6509* NAD 83(1996)-  41 15 44.33871(N)    072 55 04.35212(W)     ADJUSTED  
 LX6509* NAVD 88     -                                                        
 LX6509  ___________________________________________________________________
 LX6509  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LX6509  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6509
 LX6509  HORZ ORDER  -  THIRD
 LX6509
 LX6509.The horizontal coordinates were established by classical geodetic methods
 LX6509.and adjusted by the National Geodetic Survey in August 1998..
 LX6509
 LX6509
 LX6509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6509
 LX6509.The geoid height was determined by GEOID03.
 LX6509
 LX6509;                    North         East     Units Scale Factor Converg.
 LX6509;SPC CT       -   200,055.611   290,732.601   MT  0.99999429   -0 06 40.7
 LX6509;SPC CT       -   656,349.12    953,845.21   sFT  0.99999429   -0 06 40.7
 LX6509;UTM  18      - 4,569,967.919   674,418.835   MT  0.99997441   +1 22 24.7
 LX6509
 LX6509                          SUPERSEDED SURVEY CONTROL
 LX6509
 LX6509  NAD 83(1992)-  41 15 44.33778(N)    072 55 04.35190(W) AD(       ) 4
 LX6509  NAD 83(1986)-  41 15 44.34017(N)    072 55 04.35827(W) AD(       ) 4
 LX6509  NAD 27      -  41 15 43.99500(N)    072 55 05.98800(W) AD(       ) 3
 LX6509
 LX6509.Superseded values are not recommended for survey control.
 LX6509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6509.See file dsdata.txt to determine how the superseded data were derived.
 LX6509
 LX6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7441969968(NAD 83)
 LX6509_MARKER: 14 = NAVIGATION LIGHT
 LX6509_SETTING: 0 = UNSPECIFIED SETTING
 LX6509
 LX6509  HISTORY     - Date     Condition        Report By
 LX6509  HISTORY     - 1931     FIRST OBSERVED   CGS
 LX6509  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6509  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6509  HISTORY     - 1982     GOOD             NGS
 LX6509
 LX6509                          STATION DESCRIPTION
 LX6509
 LX6509'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6509'STATION IS THE AUTOMATIC OCCULTING WHITE (2 SECONDS) LIGHT ON THE
 LX6509'S EXTREMITY OF THE DIKE PROTRUDING INTO NEW HAVEN HARBOR FROM
 LX6509'SANDY POINT ON THE W SIDE OF THE MAIN CHANNEL.
 LX6509'
 LX6509'IT IS (IN 1931) PAINTED BLACK AND WHITE, A STEEL FRAME ON A
 LX6509'CONCRETE BASE.
 LX6509'
 LX6509'NOT MARKED.
 LX6509
 LX6509                          STATION RECOVERY (1933)
 LX6509
 LX6509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6509'RECOVERED AS DESCRIBED AND REDETERMINED AS SAND POINT BREAKWATER
 LX6509'LIGHT.
 LX6509
 LX6509                          STATION RECOVERY (1961)
 LX6509
 LX6509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6509'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS RECOVERY NOTE
 LX6509'BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX6509
 LX6509                          STATION RECOVERY (1982)
 LX6509
 LX6509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6509'THE STATION, SANDY POINT BREAKWATER LIGHT, WAS
 LX6509'RECOVERED IN GOOD CONDITION.  THE STATION WAS
 LX6509'DESIGNATED SANDY POINT LIGHTHOUSE IN 1931.  IT WAS
 LX6509'REDESIGNATED SAND POINT BREAKWATER LIGHT IN
 LX6509'1933.  THE WHITE LIGHT NOW FLASHES AT 4 SECOND
 LX6509'INTERVALS.
 LX6509'
 LX6509'THE STATION, SANDY POINT BREAKWATER LIGHT IS THE
 LX6509'FLASHING WHITE LIGHT ON THE 7 METERS (24 FT HIGH)
 LX6509'SKELETON STEEL TOWER THAT IS ON A CONCRETE BASE.
 LX6509'
 LX6509'THE STATION IS LOCATED ON THE SOUTH EXTREMETY
 LX6509'OF THE DIKE PROTRUDING INTO THE NEW HAVEN HARBOR FROM
 LX6509'SANDY POINT ON THE WEST SIDE OF THE MAIN CHANNEL.
 LX6509'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510.
 LX6509'
 LX6509'DESCRIBED BY G.R. HEID..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7023 ***********************************************************************
 LX7023  DESIGNATION -  SANSOMS HANGAR GABLE
 LX7023  PID         -  LX7023
 LX7023  STATE/COUNTY-  CT/HARTFORD
 LX7023  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7023
 LX7023                         *CURRENT SURVEY CONTROL
 LX7023  ___________________________________________________________________
 LX7023* NAD 83(1996)-  41 44 41.19250(N)    072 39 03.75407(W)     ADJUSTED  
 LX7023* NAVD 88     -                                                        
 LX7023  ___________________________________________________________________
 LX7023  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 LX7023  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX7023
 LX7023  HORZ ORDER  -  THIRD
 LX7023
 LX7023.The horizontal coordinates were established by classical geodetic methods
 LX7023.and adjusted by the National Geodetic Survey in August 1998..
 LX7023
 LX7023
 LX7023.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7023
 LX7023.The geoid height was determined by GEOID03.
 LX7023
 LX7023;                    North         East     Units Scale Factor Converg.
 LX7023;SPC CT       -   253,629.623   313,031.884   MT  0.99998991   +0 03 56.2
 LX7023;SPC CT       -   832,116.52  1,027,005.44   sFT  0.99998991   +0 03 56.2
 LX7023;UTM  18      - 4,624,106.110   695,316.769   MT  1.00006946   +1 33 52.1
 LX7023
 LX7023                          SUPERSEDED SURVEY CONTROL
 LX7023
 LX7023  NAD 83(1996)-  41 44 41.19205(N)    072 39 03.75418(W) AD(       ) 4
 LX7023  NAD 83(1992)-  41 44 41.19230(N)    072 39 03.75437(W) AD(       ) 4
 LX7023  NAD 83(1992)-  41 44 41.19350(N)    072 39 03.75558(W) AD(       ) 4
 LX7023  NAD 83(1986)-  41 44 41.19379(N)    072 39 03.75559(W) AD(       ) 4
 LX7023  NAD 27      -  41 44 40.81000(N)    072 39 05.43000(W) AD(       ) 3
 LX7023
 LX7023.Superseded values are not recommended for survey control.
 LX7023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7023.See file dsdata.txt to determine how the superseded data were derived.
 LX7023
 LX7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9531724106(NAD 83)
 LX7023
 LX7023  HISTORY     - Date     Condition        Report By
 LX7023  HISTORY     - 1935     MONUMENTED       CGS
 LX7023  HISTORY     - 1946     SEE DESCRIPTION  CGS
 LX7023
 LX7023                          STATION DESCRIPTION
 LX7023
 LX7023'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7023'THIS STATION IS ON THE THIRD HANGAR FROM THE W OF THE ROW AT THE
 LX7023'N SIDE OF THE MUNICIPAL AIRPORT, BRAINARD FIELD.  IT IS OPERATED
 LX7023'BY INTERSTATE AIRWAYS, INCORPORATED AS CAPTAIN SANSOMS AIR
 LX7023'COLLEGE.
 LX7023'
 LX7023'THE MAIN BUILDING IS A SQUARE WITH BRICK AND GLASS WALLS.  THE
 LX7023'SOUTHERLY HALF HAS A BROAD GAMBREL ROOF.  THE GABLES FACE N
 LX7023'AND S AND ARE PAINTED WHITE WITH RED LETTERS.
 LX7023'
 LX7023'CENTER IS THE APEX OF THE S GABLE.
 LX7023
 LX7023                          STATION RECOVERY (1946)
 LX7023
 LX7023'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JPE)
 LX7023'APEX OF THE S GABLE DESTROYED BY FLOOD, 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6526 ***********************************************************************
 LX6526  DESIGNATION -  SARGENT CO ELEVATED TANK
 LX6526  PID         -  LX6526
 LX6526  STATE/COUNTY-  CT/NEW HAVEN
 LX6526  USGS QUAD   -  NEW HAVEN (1984)
 LX6526
 LX6526                         *CURRENT SURVEY CONTROL
 LX6526  ___________________________________________________________________
 LX6526* NAD 83(1996)-  41 18 05.13052(N)    072 54 40.78422(W)     ADJUSTED  
 LX6526* NAVD 88     -                                                        
 LX6526  ___________________________________________________________________
 LX6526  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 LX6526  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6526
 LX6526  HORZ ORDER  -  THIRD
 LX6526
 LX6526.The horizontal coordinates were established by classical geodetic methods
 LX6526.and adjusted by the National Geodetic Survey in August 1998..
 LX6526
 LX6526
 LX6526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6526
 LX6526.The geoid height was determined by GEOID03.
 LX6526
 LX6526;                    North         East     Units Scale Factor Converg.
 LX6526;SPC CT       -   204,397.930   291,289.319   MT  0.99999131   -0 06 25.1
 LX6526;SPC CT       -   670,595.54    955,671.71   sFT  0.99999131   -0 06 25.1
 LX6526;SPC NY L     -   126,581.791   391,176.998   MT  1.00002588   +0 42 43.5
 LX6526;SPC NY L     -   415,293.76  1,283,386.53   sFT  1.00002588   +0 42 43.5
 LX6526;UTM  18      - 4,574,323.134   674,862.799   MT  0.99997632   +1 22 44.1
 LX6526
 LX6526                          SUPERSEDED SURVEY CONTROL
 LX6526
 LX6526  NAD 83(1992)-  41 18 05.12959(N)    072 54 40.78405(W) AD(       ) 4
 LX6526  NAD 83(1986)-  41 18 05.13169(N)    072 54 40.78798(W) AD(       ) 4
 LX6526  NAD 27      -  41 18 04.79000(N)    072 54 42.42200(W) AD(       ) 3
 LX6526
 LX6526.Superseded values are not recommended for survey control.
 LX6526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6526.See file dsdata.txt to determine how the superseded data were derived.
 LX6526
 LX6526_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7486374323(NAD 83)
 LX6526_MARKER: 51 = TANK
 LX6526
 LX6526  HISTORY     - Date     Condition        Report By
 LX6526  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6526  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6526
 LX6526                          STATION DESCRIPTION
 LX6526
 LX6526'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6526'THIS TANK IS ON THE PROPERTY OF SARGENT AND COMPANY AND IS
 LX6526'LOCATED NEAR THE CORNER OF WATER AND EAST STREETS IN THE CITY
 LX6526'OF NEW HAVEN.  THE TANK IS OF STEEL, PAINTED BLACK, ON A STEEL
 LX6526'STRUCTURE.  ON SIDES OF TANK, IN WHITE LETTERS, READ SARGENT
 LX6526'LOCKS HARDWARE.  TANK IS 51 METERS W OF THE CENTER LINE OF EAST
 LX6526'STREET AND 60 METERS N OF THE CENTER LINE OF WATER STREET.
 LX6526'
 LX6526'CENTER IS THE CENTER LINE OF FINIAL ON THE STEEL ROOF OF TANK.
 LX6526'
 LX6526'THIS IS PROBABLY THE HIGHEST TANK IN THE CITY.  IT MEASURES
 LX6526'225 FEET TO THE APEX OF THE ROOF.
 LX6526
 LX6526                          STATION RECOVERY (1984)
 LX6526
 LX6526'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6526'THIS TANK WAS DEMOLISHED WHEN THE AREA WAS REDEVELOPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7466 ***********************************************************************
 LX7466  DESIGNATION -  SASCO
 LX7466  PID         -  LX7466
 LX7466  STATE/COUNTY-  CT/FAIRFIELD
 LX7466  USGS QUAD   -  WESTPORT (1975)
 LX7466
 LX7466                         *CURRENT SURVEY CONTROL
 LX7466  ___________________________________________________________________
 LX7466* NAD 83(1996)-  41 07 36.57370(N)    073 16 26.96092(W)     ADJUSTED  
 LX7466* NAVD 88     -        16.2    (meters)      53.     (feet)  VERTCON   
 LX7466  ___________________________________________________________________
 LX7466  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 LX7466  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX7466
 LX7466  HORZ ORDER  -  SECOND
 LX7466
 LX7466.The horizontal coordinates were established by classical geodetic methods
 LX7466.and adjusted by the National Geodetic Survey in August 1998..
 LX7466
 LX7466.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7466
 LX7466.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7466
 LX7466.The geoid height was determined by GEOID03.
 LX7466
 LX7466;                    North         East     Units Scale Factor Converg.
 LX7466;SPC CT       -   185,128.195   260,785.213   MT  1.00000820   -0 20 51.2
 LX7466;SPC CT       -   607,374.75    855,592.82   sFT  1.00000820   -0 20 51.2
 LX7466;UTM  18      - 4,554,271.420   644,870.558   MT  0.99985830   +1 08 07.2
 LX7466
 LX7466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7466!SPC CT       -   1.00000216  x   1.00000820  =   1.00001036
 LX7466!UTM  18      -   1.00000216  x   0.99985830  =   0.99986046
 LX7466
 LX7466|---------------------------------------------------------------------|
 LX7466| PID    Reference Object                     Distance      Geod. Az  |
 LX7466|                                                           dddmmss.s |
 LX7466| CR9138 SASCO RM 1                           20.015 METERS 00434     |
 LX7466| CR9139 SASCO RM 2                           10.596 METERS 12411     |
 LX7466| LX3766 SOUTHPORT EPIS CHURCH SPIRE         APPROX. 1.3 KM 3025024.1 |
 LX7466| LX3760 SOUTHPORT CONG CHURCH SPIRE         APPROX. 1.4 KM 3112510.8 |
 LX7466|---------------------------------------------------------------------|
 LX7466
 LX7466                          SUPERSEDED SURVEY CONTROL
 LX7466
 LX7466  NAD 83(1992)-  41 07 36.57295(N)    073 16 26.96018(W) AD(       ) 2
 LX7466  NAD 83(1986)-  41 07 36.57755(N)    073 16 26.95919(W) AD(       ) 2
 LX7466  NAD 83(1986)-  41 07 36.57823(N)    073 16 26.95860(W) AD(       ) 2
 LX7466  NGVD 29 (10/23/89)   16.5    (m)           54.     (f) VERT ANG       
 LX7466
 LX7466.Superseded values are not recommended for survey control.
 LX7466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7466.See file dsdata.txt to determine how the superseded data were derived.
 LX7466
 LX7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4487154271(NAD 83)
 LX7466_MARKER: DS = TRIANGULATION STATION DISK
 LX7466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7466_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7466+STABILITY: SURFACE MOTION
 LX7466
 LX7466  HISTORY     - Date     Condition        Report By
 LX7466  HISTORY     - 1983     MONUMENTED       NGS
 LX7466
 LX7466                          STATION DESCRIPTION
 LX7466
 LX7466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7466'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTH-NORTHWEST
 LX7466'OF PINE CREEK POINT, 1.1 KM (0.7 MI) SOUTH OF US HIGHWAY
 LX7466'1, 1.0 KM (0.6 KM) EAST OF SASCO HILL BEACH, AT THE SOUTHWEST
 LX7466'EDGE OF FAIRFIELD, ON THE GROUNDS OF THE COUNTRY CLUB OF
 LX7466'FAIRFIELD.
 LX7466'OWNERSHIP--THE COUNTRY CLUB OF FAIRFIELD,
 LX7466'C/O LEON P KOWALSKI, PO BOX H, FAIRFIELD CT 06430.
 LX7466'
 LX7466'TO REACH THE STATION FROM FAIRFIELD POST OFFICE, GO SOUTHWEST
 LX7466'ON US HIGHWAY 1 FOR 1.8 KM (1.1 MI) TO A PAVED ROAD LEFT.
 LX7466'TURN LEFT, SOUTH, ON SASCO HILL ROAD FOR 0.8 KM (0.5 MI) TO
 LX7466'OLD FIELD ROAD ON THE LEFT.  CONTINUE SOUTH FOR 0.7 KM
 LX7466'(0.45 MI) TO THE SECOND PARKING LOT ENTRANCE IN FRONT OF THE
 LX7466'COUNTRY CLUB BUILDING.  KEEP RIGHT INTO THE SOUTH PARKING
 LX7466'LOT AND GO 0.1 KM (0.05 MI) TO THE WEST SIDE OF THE LOT AND
 LX7466'THE STATION.
 LX7466'
 LX7466'THE STATION IS A STANDARD NGS DISK
 LX7466'STAMPED---SASCO 1983---,
 LX7466'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7466'FLUSH WITH GROUND.  IT IS LOCATED
 LX7466'3.96 METERS (13.0 FT) NORTH-NORTHWEST FROM THE SOUTHWEST CORNER
 LX7466'OF THE PAVED PARKING LOT,
 LX7466'0.91 METER (3.0 FT) EAST FROM A RAIL FENCE, AND
 LX7466'0.76 METER (2.5 FT) WEST FROM THE PARKING LOT CURB.
 LX7466'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7466'STAMPED---SASCO 1983---,
 LX7466'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7466'
 LX7466'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7466'STAMPED---SASCO NO 1 1983---,
 LX7466'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7466'FLUSH WITH GROUND.  IT IS LOCATED
 LX7466'6.1 METERS (20.0 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER OF
 LX7466'THE PARKING LOT,
 LX7466'0.91 METER (3.0 FT) WEST FROM THE PARKING LOT CURB, AND
 LX7466'0.61 METER (2.0 FT) EAST FROM A RAIL FENCE.
 LX7466'MARK IS LEVEL WITH STATION.
 LX7466'
 LX7466'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7466'STAMPED---SASCO NO 2 1983---,
 LX7466'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7466'FLUSH WITH GROUND.  IT IS LOCATED
 LX7466'7.47 METERS (24.5 FT) EAST FROM THE SOUTHWEST CORNER OF THE
 LX7466'PARKING LOT,
 LX7466'2.13 METERS (7.0 FT) EAST-NORTHEAST FROM A TWIN-TRUNKED EVERGREEN TREE
 LX7466'AND 0.91 METER (3.0 FT) SOUTH FROM THE PARKING LOT CURB.
 LX7466'MARK IS LEVEL WITH STATION.
 LX7466'
 LX7466'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7466'
 LX7466'DESCRIBED BY J.N. LEONHARDT, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7467 ***********************************************************************
 LX7467  DESIGNATION -  SASCO AZ MK
 LX7467  PID         -  LX7467
 LX7467  STATE/COUNTY-  CT/FAIRFIELD
 LX7467  USGS QUAD   -  WESTPORT (1975)
 LX7467
 LX7467                         *CURRENT SURVEY CONTROL
 LX7467  ___________________________________________________________________
 LX7467* NAD 83(1996)-  41 07 58.25374(N)    073 16 46.53770(W)     ADJUSTED  
 LX7467* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 LX7467  ___________________________________________________________________
 LX7467  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 LX7467  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX7467
 LX7467  HORZ ORDER  -  SECOND
 LX7467
 LX7467.The horizontal coordinates were established by classical geodetic methods
 LX7467.and adjusted by the National Geodetic Survey in August 1998..
 LX7467
 LX7467.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7467
 LX7467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7467
 LX7467.The geoid height was determined by GEOID03.
 LX7467
 LX7467;                    North         East     Units Scale Factor Converg.
 LX7467;SPC CT       -   185,799.779   260,332.669   MT  1.00000746   -0 21 04.1
 LX7467;SPC CT       -   609,578.11    854,108.10   sFT  1.00000746   -0 21 04.1
 LX7467;UTM  18      - 4,554,930.969   644,400.855   MT  0.99985663   +1 07 54.8
 LX7467
 LX7467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7467!SPC CT       -   1.00000432  x   1.00000746  =   1.00001178
 LX7467!UTM  18      -   1.00000432  x   0.99985663  =   0.99986095
 LX7467
 LX7467                          SUPERSEDED SURVEY CONTROL
 LX7467
 LX7467  NAD 83(1992)-  41 07 58.25297(N)    073 16 46.53696(W) AD(       ) 2
 LX7467  NAD 83(1986)-  41 07 58.25762(N)    073 16 46.53628(W) AD(       ) 2
 LX7467  NAD 83(1986)-  41 07 58.25812(N)    073 16 46.53562(W) AD(       ) 2
 LX7467  NGVD 29 (10/23/89)    3.     (m)           10.     (f) VERT ANG       
 LX7467
 LX7467.Superseded values are not recommended for survey control.
 LX7467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7467.See file dsdata.txt to determine how the superseded data were derived.
 LX7467
 LX7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4440154931(NAD 83)
 LX7467_MARKER: DZ = AZIMUTH MARK DISK
 LX7467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7467+STABILITY: SURFACE MOTION
 LX7467
 LX7467  HISTORY     - Date     Condition        Report By
 LX7467  HISTORY     - 1983     MONUMENTED       NGS
 LX7467
 LX7467                          STATION DESCRIPTION
 LX7467
 LX7467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7467'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTH-NORTHWEST
 LX7467'OF PINE CREEK POINT, 1.1 KM (0.7 MI) SOUTH OF US HIGHWAY 1,
 LX7467'1.0 KM (0.6 MI) EAST OF SASCO HILL BEACH, AT THE NORTHWEST
 LX7467'END OF THE COUNTRY CLUB OF FAIRFIELD GOLF COURSE.
 LX7467'OWNERSHIP--THE COUNTRY CLUB OF FAIRFIELD,
 LX7467'C/O LEON P KOWALSKI, PO BOX H, FAIRFIELD CT 06430.
 LX7467'
 LX7467'TO REACH THE STATION FROM THE FAIRFIELD POST OFFICE, GO SOUTHWEST
 LX7467'ON US HIGHWAY 1 FOR 1.8 KM (1.1 MI) TO A PAVED ROAD LEFT.
 LX7467'TURN LEFT, SOUTH, ON SASCO HILL ROAD FOR 0.8 KM (0.5 MI) TO A
 LX7467'FORK.  KEEP RIGHT, DOWNHILL, WESTERLY, FOR 0.6 KM (0.4 MI)
 LX7467'ALONG THE NORTH SIDE OF THE GOLF COURSE TO THE STATION ON
 LX7467'THE RIGHT.
 LX7467'
 LX7467'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7467'STAMPED--- SASCO 1983---,
 LX7467'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7467'WHICH PROJECTS 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7467'4.42 METERS (14.5 FT) NORTH FROM THE CENTER OF A PAVED ROAD, AND
 LX7467'0.3 METER (1.0 FT) SOUTH FROM A WITNESS POST.
 LX7467'
 LX7467'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7467'AN EDM TIE WAS MADE TO STATION SASCO.
 LX7467'
 LX7467'DESCRIBED BY J.N. LEONHARDT, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7270 ***********************************************************************
 LX7270  DESIGNATION -  SATAN
 LX7270  PID         -  LX7270
 LX7270  STATE/COUNTY-  CT/LITCHFIELD
 LX7270  USGS QUAD   -  COLLINSVILLE (1984)
 LX7270
 LX7270                         *CURRENT SURVEY CONTROL
 LX7270  ___________________________________________________________________
 LX7270* NAD 83(1996)-  41 51 33.92979(N)    072 58 21.13639(W)     ADJUSTED  
 LX7270* NAVD 88     -       324.9    (meters)    1066.     (feet)  VERTCON   
 LX7270  ___________________________________________________________________
 LX7270  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 LX7270  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 LX7270
 LX7270  HORZ ORDER  -  FIRST
 LX7270
 LX7270.The horizontal coordinates were established by classical geodetic methods
 LX7270.and adjusted by the National Geodetic Survey in August 1998..
 LX7270
 LX7270.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7270
 LX7270.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7270
 LX7270.The geoid height was determined by GEOID03.
 LX7270
 LX7270;                    North         East     Units Scale Factor Converg.
 LX7270;SPC CT       -   266,382.658   286,322.686   MT  0.99999927   -0 08 51.2
 LX7270;SPC CT       -   873,957.10    939,377.01   sFT  0.99999927   -0 08 51.2
 LX7270;SPC MA M     -   846,511.090    77,739.218   MT  0.99998218   -0 59 20.9
 LX7270;SPC MA M     - 2,777,261.80    255,049.42   sFT  0.99998218   -0 59 20.9
 LX7270;UTM  18      - 4,636,155.813   668,282.550   MT  0.99994848   +1 21 11.7
 LX7270
 LX7270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7270!SPC CT       -   0.99995358  x   0.99999927  =   0.99995285
 LX7270!SPC MA M     -   0.99995358  x   0.99998218  =   0.99993576
 LX7270!UTM  18      -   0.99995358  x   0.99994848  =   0.99990206
 LX7270
 LX7270|---------------------------------------------------------------------|
 LX7270| PID    Reference Object                     Distance      Geod. Az  |
 LX7270|                                                           dddmmss.s |
 LX7270| CZ7886 SATAN RM 1                           20.092 METERS 04204     |
 LX7270| LX7285 BARBER RESET                        APPROX. 4.9 KM 0482712.9 |
 LX7270| CZ7887 SATAN RM 2                           20.015 METERS 17104     |
 LX7270| LX7282 SATAN TP                             30.479 METERS 17434     |
 LX7270| CZ7888 SATAN RM 3                           17.453 METERS 26448     |
 LX7270|---------------------------------------------------------------------|
 LX7270
 LX7270                          SUPERSEDED SURVEY CONTROL
 LX7270
 LX7270  NAD 83(1996)-  41 51 33.92959(N)    072 58 21.13652(W) AD(       ) 1
 LX7270  NAD 83(1992)-  41 51 33.93013(N)    072 58 21.13692(W) AD(       ) 1
 LX7270  NAD 83(1992)-  41 51 33.93100(N)    072 58 21.13781(W) AD(       ) 1
 LX7270  NAD 83(1986)-  41 51 33.93103(N)    072 58 21.13829(W) AD(       ) 1
 LX7270  NAD 27      -  41 51 33.57600(N)    072 58 22.76000(W) AD(       ) 1
 LX7270  NGVD 29 (07/19/86)  325.1    (m)         1067.     (f) VERT ANG       
 LX7270
 LX7270.Superseded values are not recommended for survey control.
 LX7270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7270.See file dsdata.txt to determine how the superseded data were derived.
 LX7270
 LX7270_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6828336156(NAD 83)
 LX7270_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7270_SETTING: 80 = SET IN A BOULDER
 LX7270_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX7270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7270+STABILITY: SURFACE MOTION
 LX7270
 LX7270  HISTORY     - Date     Condition        Report By
 LX7270  HISTORY     - 1938     MONUMENTED       CTGS
 LX7270  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX7270  HISTORY     - 1980     GOOD             NGS
 LX7270  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX7270
 LX7270                          STATION DESCRIPTION
 LX7270
 LX7270'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX7270'ON THE SUMMIT OF HILL ABOVE SATANS KINGDOM.  STATION IS
 LX7270'STAMPED SATAN-1938, AND IS IN TOP OF ROCK LEDGE 1 FOOT ABOVE
 LX7270'THE GROUND.
 LX7270'
 LX7270'TO REACH FROM TORRINGFORD ROAD AND SOUTH MAIN STREET IN NEW
 LX7270'HARTFORD, TURN RIGHT (SOUTH) ON U.S. HIGHWAY 44 AND GO 6.1 MILES
 LX7270'TO ROTARY TRAFFIC SIGN.  TURN RIGHT (WEST) AND GO 0.2 MILE TO
 LX7270'Y-ROAD RIGHT.  BEAR RIGHT AND GO 0.3 MILE TO ANOTHER Y.  CONTINUE
 LX7270'ON DIRT ROAD 0.2 MILE TO WHITE HOUSE ON RIGHT.  TURN LEFT (EAST)
 LX7270'ON WOODS ROAD AND GO 0.4 MILE TO Y-ROAD AT TWO RED BARNS.
 LX7270'FOLLOW (STRAIGHT) AN OLD WAGON ROAD FOR 1.4 MILES TO A
 LX7270'TRIANGULAR BLAZE IN BLACK BIRCH TREE.  FOLLOW BLAZED TRAIL FOR
 LX7270'ABOUT 200 FEET TO STATION.
 LX7270'
 LX7270'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS CEMENTED
 LX7270'IN ROCK LEDGE AND IN BOULDER, NOTES 4 AND 12A.
 LX7270'
 LX7270'REFERENCE MARK NO. 1 IS 66.09 FEET NORTHEAST OF STATION,
 LX7270'AND IS STAMPED SATAN-1938-NO. 1.  REFERENCE MARK NO. 2 IS 65.62
 LX7270'FEET SOUTH OF STATION, AND STAMPED SATAN-1938-NO. 2.  REFERENCE
 LX7270'MARK NO. 3 IS 57.28 FEET WEST OF STATION, AND STAMPED
 LX7270'SATAN-1938-NO. 3.
 LX7270'
 LX7270'HEIGHT OF LIGHT ABOVE STATION MARK 13.4 METERS.
 LX7270
 LX7270                          STATION RECOVERY (1971)
 LX7270
 LX7270'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX7270'STATION SATAN 1938 AND THE THREE RMS WERE RECOVERED IN GOOD
 LX7270'CONDITION.
 LX7270'
 LX7270'TO REACH FROM A POINT JUST SE OF THE CENTER OF NEW HARTFORD AT
 LX7270'THE INTERSECTION OF RT. 219 (TOWN HILL RD.) AND RT. 44 (MAIN
 LX7270'ST.) WHICH IS 300 FEET SW OF WEST BRANCH FARMINGTON RIVER CENTER
 LX7270'LINE.  GO SOUTHERLY ON RT. 219 FOR 0.18 MILE AND TAKE LEFT ON
 LX7270'STEELE RD.  FOLLOW STEELE RD. SOUTHEASTERLY FOR 0.18 MILE TO Y IN
 LX7270'ROAD, BEAR RIGHT AND CONTINUE ON STEELE RD. FOR ANOTHER 1.45
 LX7270'MILES TO HENDERSON RD. (BITUM CONC. SURFACE) ON LEFT.  THIS ROAD
 LX7270'WILL BE MARKED BY C.P. CO. POLE 1548 ON THE LEFT AND A 2-1/2
 LX7270'STORY FRAME HOUSE AND BARN ON THE RIGHT.  THEN GO WESTERLY
 LX7270'UP HENDERSON RD. FOR 0.41 MILE AND BEAR RIGHT AT Y IN
 LX7270'ROAD.  FOLLOW DIRT ROAD EASTERLY ALONG STONE WALL FOR 0.24 MILE
 LX7270'TO END OF SPRUCE TREE LOT.  PARK TRUCK HERE AND FOLLOW TRAIL WITH
 LX7270'WIRE FENCE REMAINS ON THE LEFT, EASTERLY FOR 9 MINUTES ( A
 LX7270'MANS WALK) TO HUGE LEDGE OUTCROP (100 FT X 50 FT) THAT IS HIGHEST
 LX7270'POINT ON S.E. PART OF HILL.  STATION IS ABOUT 2000 NE
 LX7270'(21/2 MINUTE WALK) ON THE NE HIGH POINT OF HILL.
 LX7270
 LX7270                          STATION RECOVERY (1980)
 LX7270
 LX7270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7270'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN
 LX7270'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 3 WAS FOUND
 LX7270'SHORTER BY 0.029 METER.  THE DISTANCE TO REFERENCE MARK 2 WAS
 LX7270'FOUND LONGER BY 0.014 METER.  THE DISTANCE TO REFERENCE MARK 1
 LX7270'AGREED WITH THE PREVIOUS DATA.  DIFFERENCE IN DIRECTIONS TO THE
 LX7270'REFERENCE MARKS AGREED WITH THE PREVIOUS DATA.
 LX7270'
 LX7270'THE STATION IS LOCATED 6.4 KM (4 MI) NORTHWEST OF
 LX7270'COLLINSVILLE, 2.4 KM (1-1/2 MI) SOUTH OF NEW HARTFORD,
 LX7270'AND 1.6 KM (1 MI) WEST OF THE HARTFORD COUNTY LINE.
 LX7270'THE PROPERTY OF MRS.
 LX7270'HENRY ARANOW, 665 NORTH BROADWAY, HASTINGS-ON-HUDSON, NY., PHONE
 LX7270'914-478-3815, WAS CROSSED TO REACH THE STATION.  THE LOCKED GATE
 LX7270'IS CONTROLLED BY THE KINGDOM GAME CLUB.  CONTACT MR. ROBERT P.
 LX7270'ROSE, WOODCHUCK LANE, HARWINGTON, CT., PHONE 203-482-1947, FOR
 LX7270'USE OF GATE.
 LX7270'OWNERSHIP--MR. RICHARD LUDLAM, TOWN HILL ROAD,
 LX7270'NEW HARTFORD, CT 06057, PHONE 203-374-3019.
 LX7270'
 LX7270'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX7270'STATE HIGHWAY 219 IN NEW HARTFORD,GO WEST ON HIGHWAY 279 FOR 0.3
 LX7270'KM (O.2 MI) TO STEELE ROAD ON THE LEFT.  TURN LEFT SOUTH ON STEELE
 LX7270'ROAD FOR 0.4 KM (0.25 MI) TO A FORK, KEEP RIGHT ON STEELE ROAD FOR
 LX7270'2.2 KM (1.35 MI) TO A DIRT ROAD LEFT ACROSS FROM A RED BARN.
 LX7270'TURN LEFT AND GO EAST ON HENDERSON ROAD FOR 0.6 KM (O.35 MI) TO A
 LX7270'LOCKED STEEL GATE.  CONTINUE THRU GATE FOR 40 METERS TO A
 LX7270'LEFT CURVE IN THE ROAD AND A DIM TRACK ROAD STRAIGHT AHEAD.
 LX7270'CONTINUE AHEAD BETWEEN TWO ROCK FENCES FOR 0.1 KM (0.05 MI) TO A
 LX7270'DRIVE RIGHT THAT LEADS TO A SMALL BUILDING.  CONTINUE AHEAD FOR
 LX7270'0.4 KM (0.25 MI) TO A ROAD LEFT.  KEEP RIGHT STRAIGHT AHEAD
 LX7270'SOUTHEAST ON AN OLD LOGGING ROAD FOR 0.6 KM (0.4 MI) TO A LARGE
 LX7270'ROCK, 3 METERS HIGH AND 15 BY 30 METERS SURFACE.  TURN LEFT AND
 LX7270'GO NORTH-EAST FOR 0.3 KM (0.2 MI) TO A SMALL HUMP AND THE STATION.
 LX7270'
 LX7270'THE STATION IS A STANDARD CGS DISK
 LX7270'STAMPED---SATAN 1938---,
 LX7270'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7270'9.6 METERS (31.50 FT) SOUTHWEST FROM A BROKEN STUMP 2 METERS HIGH,
 LX7270'3.6 METERS (11.81 FT) NORTHWEST FROM A BLAZED 30 CM TREE, AND ON
 LX7270'THE HIGHEST POINT AT THE END OF ROAD.
 LX7270'
 LX7270'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7270'STAMPED---SATAN NO 1 1938---,
 LX7270'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7270'10.9 METERS (35.76 FT) NORTH-NORTHEAST FROM A BROKEN OFF STUMP
 LX7270'THAT IS 2 METERS HIGH,
 LX7270'6.8 METERS (22.31 FT) SOUTH-SOUTHWEST FROM A TRIPLE TRUNK TREE
 LX7270'THAT FORKS 20 CENTIMETERS ABOVE GROUND, AND
 LX7270'4.5 METERS (14.76 FT) NORTH FROM A TRIPLE TRUNK THAT FORKS FROM
 LX7270'GROUND LEVEL.
 LX7270'MARK IS BELOW STATION 2.5 METERS.
 LX7270'
 LX7270'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7270'STAMPED---SATAN NO 2 1938---,
 LX7270'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7270'12.8 METERS (41.99 FT) SOUTHWEST FROM THE CENTER OF THE ROAD,
 LX7270'2.0 METERS (6.56 FT) SOUTHWEST FROM TWO SMALL STUMPS 1 METER HIGH, AND
 LX7270'1.9 METERS (6.23 FT) WEST FROM THREE SMALL STUMPS 0.5 METER HIGH.
 LX7270'MARK IS BELOW STATION 0.5 METERS.
 LX7270'
 LX7270'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX7270'STAMPED---SATAN NO 3 1939---,
 LX7270'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7270'8.0 METERS (26.25 FT) NORTH FROM THE CENTER OF THE ROAD AND
 LX7270'2.9 METERS (9.51 FT) NORTHWEST FROM A 10 CM, 0.7 METER HIGH STUMP.
 LX7270'MARK IS BELOW STATION 2 METERS.
 LX7270'
 LX7270'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30 METERS.
 LX7270'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE MARK.
 LX7270'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND
 LX7270'BRUSH ON LINE.
 LX7270'
 LX7270'DESCRIBED BY W.R. ODUM
 LX7270
 LX7270                          STATION RECOVERY (1984)
 LX7270
 LX7270'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX7270'FOLLOWED CONN. D. O. T. DESCRIPTION TO HENDERSON ROAD (ADEQUATE).
 LX7270'THE C. P. CO. POLE READS AS NO. 1548, NOW READS AS NO. 2017.  AT THE
 LX7270'JUNCTURE OF HENDERSON ROAD (0.41 MILES AND BEAR RIGHT AT Y), THE
 LX7270'ROAD IS BARRICADED WITH AN IRON FENCE, NO TRESPASSING SIGNS, GUARD
 LX7270'DOGS, RIFLE RANGE, ETC.  THE LAND SUPPOSEDLY BELONGS TO A MR.
 LX7270'FRANK JONES OF NEW HARTFORD, CT.  THE SEARCH WAS STOPPED AT THIS
 LX7270'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7468 ***********************************************************************
 LX7468  DESIGNATION -  SAUGATUCK PEPPERIDGE FARMS TK
 LX7468  PID         -  LX7468
 LX7468  STATE/COUNTY-  CT/FAIRFIELD
 LX7468  USGS QUAD   -  NORWALK NORTH (1975)
 LX7468
 LX7468                         *CURRENT SURVEY CONTROL
 LX7468  ___________________________________________________________________
 LX7468* NAD 83(1996)-  41 07 47.24381(N)    073 23 01.69733(W)     ADJUSTED  
 LX7468* NAVD 88     -                                                        
 LX7468  ___________________________________________________________________
 LX7468  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 LX7468  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX7468
 LX7468  HORZ ORDER  -  THIRD
 LX7468
 LX7468.The horizontal coordinates were established by classical geodetic methods
 LX7468.and adjusted by the National Geodetic Survey in August 1998..
 LX7468
 LX7468
 LX7468.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7468
 LX7468.The geoid height was determined by GEOID03.
 LX7468
 LX7468;                    North         East     Units Scale Factor Converg.
 LX7468;SPC CT       -   185,519.044   251,580.127   MT  1.00000783   -0 25 12.9
 LX7468;SPC CT       -   608,657.06    825,392.47   sFT  1.00000783   -0 25 12.9
 LX7468;UTM  18      - 4,554,423.853   635,659.966   MT  0.99982650   +1 03 47.7
 LX7468
 LX7468                          SUPERSEDED SURVEY CONTROL
 LX7468
 LX7468  NAD 83(1992)-  41 07 47.24322(N)    073 23 01.69623(W) AD(       ) 4
 LX7468  NAD 83(1986)-  41 07 47.24476(N)    073 23 01.69887(W) AD(       ) 4
 LX7468  NAD 83(1986)-  41 07 47.24441(N)    073 23 01.70532(W) AD(       ) 4
 LX7468
 LX7468.Superseded values are not recommended for survey control.
 LX7468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7468.See file dsdata.txt to determine how the superseded data were derived.
 LX7468
 LX7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3566054424(NAD 83)
 LX7468_MARKER: 53 = ELEVATED TANK
 LX7468
 LX7468  HISTORY     - Date     Condition        Report By
 LX7468  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7468  HISTORY     - 19980211 GOOD             USPSQD
 LX7468
 LX7468                          STATION DESCRIPTION
 LX7468
 LX7468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7468'THE STATION, THE SAUGATUCK PEPPERIDGE FARMS COMPANY TANK, IS
 LX7468'THE TOP CENTER OF A PEDESTAL SPHERE TANK, PAINTED WHITE,
 LX7468'ABOUT 36.6 METERS (120 FT) HIGH.
 LX7468'
 LX7468'THE STATION IS LOCATED ABOUT 1.2 KM (0.75 MI) NORTHWEST OF
 LX7468'SAUGATUCK, 0.2 KM (0.15 MI) NORTH OF U.S. HIGHWAY 1, 0.2 KM
 LX7468'(0.1 MI) EAST OF BROOKFIELD STREET, 0.1 KM (0.05 MI) NORTH
 LX7468'OF KITTREDGE ROAD AND BEHIND THE PLANT BUILDING.
 LX7468'
 LX7468'DESCRIBED BY G.R. HEID.
 LX7468
 LX7468                          STATION RECOVERY (1998)
 LX7468
 LX7468'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX7468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3778 ***********************************************************************
 LX3778  DESIGNATION -  SAUGATUCK RR BRDGE S TRANSM TR
 LX3778  PID         -  LX3778
 LX3778  STATE/COUNTY-  CT/FAIRFIELD
 LX3778  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3778
 LX3778                         *CURRENT SURVEY CONTROL
 LX3778  ___________________________________________________________________
 LX3778* NAD 83(1996)-  41 07 10.36437(N)    073 22 02.05321(W)     ADJUSTED  
 LX3778* NAVD 88     -                                                        
 LX3778  ___________________________________________________________________
 LX3778  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 LX3778  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3778
 LX3778  HORZ ORDER  -  THIRD
 LX3778
 LX3778.The horizontal coordinates were established by classical geodetic methods
 LX3778.and adjusted by the National Geodetic Survey in August 1998..
 LX3778
 LX3778
 LX3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3778
 LX3778.The geoid height was determined by GEOID03.
 LX3778
 LX3778;                    North         East     Units Scale Factor Converg.
 LX3778;SPC CT       -   184,371.300   252,963.172   MT  1.00000910   -0 24 33.4
 LX3778;SPC CT       -   604,891.51    829,930.01   sFT  1.00000910   -0 24 33.4
 LX3778;UTM  18      - 4,553,312.495   637,072.005   MT  0.99983124   +1 04 26.1
 LX3778
 LX3778                          SUPERSEDED SURVEY CONTROL
 LX3778
 LX3778  NAD 83(1992)-  41 07 10.36374(N)    073 22 02.05189(W) AD(       ) 4
 LX3778  NAD 83(1986)-  41 07 10.36406(N)    073 22 02.05553(W) AD(       ) 4
 LX3778  NAD 27      -  41 07 10.02400(N)    073 22 03.62700(W) AD(       ) 3
 LX3778
 LX3778.Superseded values are not recommended for survey control.
 LX3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3778.See file dsdata.txt to determine how the superseded data were derived.
 LX3778
 LX3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3707253312(NAD 83)
 LX3778
 LX3778  HISTORY     - Date     Condition        Report By
 LX3778  HISTORY     - 1932     MONUMENTED       CGS
 LX3778  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3778  HISTORY     - 19980211 GOOD             USPSQD
 LX3778
 LX3778                          STATION DESCRIPTION
 LX3778
 LX3778'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3778'LOCATED ON THE E BANK OF THE SAUGATUCK RIVER IN THE TOWN OF
 LX3778'SAUGATUCK, CONNECTICUT.  THE STATION IS A TRANSMISSION TOWER ON
 LX3778'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.  THERE ARE 4
 LX3778'SIMILAR TOWERS AT THE BRIDGE WHERE THE RAILROAD CROSSES THE
 LX3778'SAUGATUCK RIVER.  THESE TOWERS ARE ABOUT 120 FEET HIGH AND ARE
 LX3778'USED TO CARRY ELECTRIC CABLES.
 LX3778'
 LX3778'THE STATION IS THE CENTER OF THE S TOWER AT THE E ABUTMENT OF
 LX3778'THE BRIDGE OR IT MAY BE DESCRIBED AS THE SE ONE OF THE 4 TOWERS.
 LX3778
 LX3778                          STATION RECOVERY (1958)
 LX3778
 LX3778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3778'RECOVERED AS DESCRIBED.
 LX3778
 LX3778                          STATION RECOVERY (1998)
 LX3778
 LX3778'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX3778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7469 ***********************************************************************
 LX7469  DESIGNATION -  SAUGATUCK SNETCO MICROWAVE
 LX7469  PID         -  LX7469
 LX7469  STATE/COUNTY-  CT/FAIRFIELD
 LX7469  USGS QUAD   -  NORWALK NORTH (1975)
 LX7469
 LX7469                         *CURRENT SURVEY CONTROL
 LX7469  ___________________________________________________________________
 LX7469* NAD 83(1996)-  41 07 41.83424(N)    073 23 24.55860(W)     ADJUSTED  
 LX7469* NAVD 88     -                                                        
 LX7469  ___________________________________________________________________
 LX7469  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 LX7469  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX7469
 LX7469  HORZ ORDER  -  THIRD
 LX7469
 LX7469.The horizontal coordinates were established by classical geodetic methods
 LX7469.and adjusted by the National Geodetic Survey in August 1998..
 LX7469
 LX7469
 LX7469.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7469
 LX7469.The geoid height was determined by GEOID03.
 LX7469
 LX7469;                    North         East     Units Scale Factor Converg.
 LX7469;SPC CT       -   185,356.099   251,045.662   MT  1.00000802   -0 25 28.1
 LX7469;SPC CT       -   608,122.47    823,638.98   sFT  1.00000802   -0 25 28.1
 LX7469;UTM  18      - 4,554,247.158   635,129.995   MT  0.99982474   +1 03 32.5
 LX7469
 LX7469                          SUPERSEDED SURVEY CONTROL
 LX7469
 LX7469  NAD 83(1992)-  41 07 41.83362(N)    073 23 24.55753(W) AD(       ) 4
 LX7469  NAD 83(1986)-  41 07 41.83540(N)    073 23 24.56032(W) AD(       ) 4
 LX7469  NAD 83(1986)-  41 07 41.83504(N)    073 23 24.56648(W) AD(       ) 4
 LX7469
 LX7469.Superseded values are not recommended for survey control.
 LX7469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7469.See file dsdata.txt to determine how the superseded data were derived.
 LX7469
 LX7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3513054247(NAD 83)
 LX7469_MARKER: 45 = MICROWAVE TOWER
 LX7469
 LX7469  HISTORY     - Date     Condition        Report By
 LX7469  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7469  HISTORY     - 19980211 GOOD             USPSQD
 LX7469
 LX7469                          STATION DESCRIPTION
 LX7469
 LX7469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7469'THE STATION, THE SAUGATUCK SOUTHERN NEW ENGLAND TELEPHONE
 LX7469'COMPANY MICROWAVE TOWER, IS THE LIGHT ATOP THE FOUR LEGGED
 LX7469'STEEL TOWER, PAINTED RED/WHITE AND 99.1 METERS (325 FT) HIGH.
 LX7469'THERE ARE SEVERAL RECTANGULAR FANS AND ONE ROUND DISH AT
 LX7469'THE TOP PLATFORM.
 LX7469'
 LX7469'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) NORTHWEST OF
 LX7469'SAUGATUCK, 3.2 KM (2.0 MI) NORTHEAST OF NORWALK, 0.2 KM
 LX7469'(0.1 MI) NORTH OF U.S. HIGHWAY 1, 0.2 KM (0.1 MI) EAST OF
 LX7469'STRAWBERRY HILL ROAD AND AT THE WEST END OF THE
 LX7469'MAINTAINANCE PLANT.
 LX7469'
 LX7469'DESCRIBED BY G.R. HEID.
 LX7469
 LX7469                          STATION RECOVERY (1998)
 LX7469
 LX7469'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX7469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4880 ***********************************************************************
 LX4880  DESIGNATION -  SAVIN
 LX4880  PID         -  LX4880
 LX4880  STATE/COUNTY-  CT/NEW LONDON
 LX4880  USGS QUAD   -  COLCHESTER (1984)
 LX4880
 LX4880                         *CURRENT SURVEY CONTROL
 LX4880  ___________________________________________________________________
 LX4880* NAD 83(1996)-  41 34 06.13742(N)    072 15 40.65949(W)     ADJUSTED  
 LX4880* NAVD 88     -       122.     (meters)     400.     (feet)  VERTCON   
 LX4880  ___________________________________________________________________
 LX4880  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LX4880  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX4880
 LX4880  HORZ ORDER  -  SECOND
 LX4880
 LX4880.The horizontal coordinates were established by classical geodetic methods
 LX4880.and adjusted by the National Geodetic Survey in August 1998..
 LX4880
 LX4880.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4880
 LX4880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4880
 LX4880.The geoid height was determined by GEOID03.
 LX4880
 LX4880;                    North         East     Units Scale Factor Converg.
 LX4880;SPC CT       -   234,147.835   345,561.819   MT  0.99998332   +0 19 26.5
 LX4880;SPC CT       -   768,200.02  1,133,730.73   sFT  0.99998332   +0 19 26.5
 LX4880;UTM  18      - 4,605,477.410   728,349.934   MT  1.00024173   +1 49 04.6
 LX4880
 LX4880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4880!SPC CT       -   0.99998562  x   0.99998332  =   0.99996894
 LX4880!UTM  18      -   0.99998562  x   1.00024173  =   1.00022735
 LX4880
 LX4880|---------------------------------------------------------------------|
 LX4880| PID    Reference Object                     Distance      Geod. Az  |
 LX4880|                                                           dddmmss.s |
 LX4880| LX4879 SAVIN RM 1                            9.019 METERS 06347     |
 LX4880| CZ7889 SAVIN AZ MK                                        2740234.2 |
 LX4880| CZ7890 SAVIN RM 2                           22.458 METERS 28342     |
 LX4880|---------------------------------------------------------------------|
 LX4880
 LX4880                          SUPERSEDED SURVEY CONTROL
 LX4880
 LX4880  NAD 83(1992)-  41 34 06.13661(N)    072 15 40.65907(W) AD(       ) 2
 LX4880  NAD 83(1986)-  41 34 06.13795(N)    072 15 40.66113(W) AD(       ) 2
 LX4880  NAD 27      -  41 34 05.78473(N)    072 15 42.37031(W) AD(       ) 2
 LX4880  NGVD 29 (07/19/86)  122.     (m)          400.     (f) VERT ANG       
 LX4880
 LX4880.Superseded values are not recommended for survey control.
 LX4880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4880.See file dsdata.txt to determine how the superseded data were derived.
 LX4880
 LX4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2835005477(NAD 83)
 LX4880_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4880+STABILITY: SURFACE MOTION
 LX4880
 LX4880  HISTORY     - Date     Condition        Report By
 LX4880  HISTORY     - 1975     MONUMENTED       NGS
 LX4880  HISTORY     - 20030626 GOOD             USPSQD
 LX4880
 LX4880                          STATION DESCRIPTION
 LX4880
 LX4880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4880'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST OF COLCHESTER, 3-1/2
 LX4880'MILES WEST OF GILMAN AND ON THE NORTHERN RIGHT-OF-WAY OF THE WEST
 LX4880'BOUND LANE OF STATE HIGHWAY 2.
 LX4880'
 LX4880'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX4880'2 AND 85, JUST SOUTH OF COLCHESTER, GO EASTERLY ON HIGHWAY
 LX4880'2 FOR 5.85 MILES TO EXIT 22.  TAKE EXIT 22, CROSS OVER
 LX4880'HIGHWAY 2, AND RETURN WESTERLY ON HIGHWAY 2 FOR 2.55 MILES
 LX4880'TO THE STATION ON THE RIGHT ATOP A CUTBANK AS DESCRIBED.  TO
 LX4880'REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY
 LX4880'ON HIGHWAY 2 FOR 0.8 MILE TO THE MARK ON THE LEFT ATOP A
 LX4880'CUTBANK AS DESCRIBED.
 LX4880'
 LX4880'THE STATION MARKS ARE STANDARD DISKS STAMPED SAVIN 1975.  THE
 LX4880'SURFACE MARK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 LX4880'POST WHICH IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND
 LX4880'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 LX4880'WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY ARE
 LX4880'100 FEET NORTH OF THE APPROXIMATE CENTER OF THE WEST BOUND
 LX4880'LANE OF HIGHWAY 2, 29 FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY
 LX4880'FENCE AND 6.2 FEET EAST OF A METAL WITNESS POST.
 LX4880'
 LX4880'REFERENCE MARK 1, STAMPED SAVIN NO 1 1975, IS A STANDARD
 LX4880'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 3 FOOT
 LX4880'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 LX4880'SURFACE.  IT IS 116 FEET NORTH OF THE APPROXIMATE CENTER OF
 LX4880'THE WEST BOUND LANE OF HIGHWAY 2, 35.7 FEET EAST OF A METAL
 LX4880'WITNESS POST AND 12 FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY
 LX4880'FENCE.
 LX4880'
 LX4880'REFERENCE MARK 2, STAMPED SAVIN NO 2 1975, IS A STANDARD
 LX4880'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX4880'HAS AN EXPOSED SURFACE OF ABOUT 2 FEET AND IS FLUSH WITH
 LX4880'THE GROUND SURFACE.  IT IS 108 FEET NORTH OF THE APPROXIMATE
 LX4880'CENTER OF THE WEST BOUND LANE OF HIGHWAY 2, 68.4 FEET
 LX4880'NORTHWEST OF A METAL WITNESS POST AND 23 FEET SOUTH OF THE
 LX4880'RIGHT-OF-WAY FENCE.
 LX4880'
 LX4880'THE AZIMUTH MARK, STAMPED SAVIN AZ MK 1975, IS A STANDARD
 LX4880'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN
 LX4880'OUTCROP OF BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE
 LX4880'AND ABOUT 20 FEET HIGHER THAN THE ROAD SURFACE. IT IS 70 FEET
 LX4880'SOUTH OF THE APPROXIMATE CENTER OF THE WEST BOUND LANE OF
 LX4880'HIGHWAY 2, 19.9 FEET NORTH OF A METAL WITNESS POST AND 5
 LX4880'FEET SOUTH OF THE NORTH EDGE OF A ROCK LEDGE.
 LX4880'
 LX4880'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LX4880
 LX4880                          STATION RECOVERY (2003)
 LX4880
 LX4880'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX4880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5796 ***********************************************************************
 LX5796  DESIGNATION -  SAYBROOK
 LX5796  PID         -  LX5796
 LX5796  STATE/COUNTY-  CT/MIDDLESEX
 LX5796  USGS QUAD   -  OLD LYME (1976)
 LX5796
 LX5796                         *CURRENT SURVEY CONTROL
 LX5796  ___________________________________________________________________
 LX5796* NAD 83(1996)-  41 17 08.54998(N)    072 21 00.32064(W)     ADJUSTED  
 LX5796* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5796  ___________________________________________________________________
 LX5796  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX5796  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX5796
 LX5796  HORZ ORDER  -  THIRD
 LX5796
 LX5796.The horizontal coordinates were established by classical geodetic methods
 LX5796.and adjusted by the National Geodetic Survey in August 1998..
 LX5796
 LX5796.The orthometric height was scaled from a topographic map.
 LX5796
 LX5796.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5796
 LX5796.The geoid height was determined by GEOID03.
 LX5796
 LX5796;                    North         East     Units Scale Factor Converg.
 LX5796;SPC CT       -   202,717.348   338,301.106   MT  0.99999245   +0 15 54.6
 LX5796;SPC CT       -   665,081.83  1,109,909.55   sFT  0.99999245   +0 15 54.6
 LX5796;SPC NY L     -   125,571.297   438,209.513   MT  1.00002376   +1 04 45.0
 LX5796;SPC NY L     -   411,978.50  1,437,692.38   sFT  1.00002376   +1 04 45.0
 LX5796;UTM  18      - 4,573,861.356   721,906.808   MT  1.00020607   +1 44 57.0
 LX5796
 LX5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5796!SPC CT       -   1.00000467  x   0.99999245  =   0.99999712
 LX5796!SPC NY L     -   1.00000467  x   1.00002376  =   1.00002843
 LX5796!UTM  18      -   1.00000467  x   1.00020607  =   1.00021075
 LX5796
 LX5796:                Primary Azimuth Mark                     Grid Az
 LX5796:SPC CT       -  BRIDGE CONTROL HOUSE                     004 22 25.0
 LX5796:SPC NY L     -  BRIDGE CONTROL HOUSE                     003 33 34.6
 LX5796:UTM  18      -  BRIDGE CONTROL HOUSE                     002 53 22.6
 LX5796
 LX5796|---------------------------------------------------------------------|
 LX5796| PID    Reference Object                     Distance      Geod. Az  |
 LX5796|                                                           dddmmss.s |
 LX5796| LX5848 BRIDGE CONTROL HOUSE                APPROX. 3.9 KM 0043819.6 |
 LX5796| LX5810 ELYS RED BARN CUPOLA                APPROX. 7.9 KM 0043947.7 |
 LX5796| LX5805 RIGGS CHIMNEY                       APPROX. 3.8 KM 0110529.5 |
 LX5796| LX5787 OLD LYME INN FLAGSTAFF              APPROX. 3.3 KM 0231630.9 |
 LX5796| LX5788 OLD LYME INN ELEVATED TANK          APPROX. 3.3 KM 0234629.0 |
 LX5796| LX5791 MAC CURDYS ELEVATED TANK            APPROX. 3.2 KM 0301434.8 |
 LX5796| LX5786 SWITCH TOWER CHIMNEY                APPROX. 2.8 KM 0440200.4 |
 LX5796| LX5819 MC LEODS CHIMNEY                    APPROX. 3.3 KM 0533315.9 |
 LX5796| LX5821 DEWOLFS CHIMNEY                     APPROX. 2.6 KM 0573936.3 |
 LX5796| LX5822 TREWODDYS CHIMNEY                   APPROX. 2.2 KM 0802148.8 |
 LX5796| LX5834 ELYS WINDMILL                       APPROX. 3.7 KM 0905353.7 |
 LX5796| LX5835 WHITE SANDS BEACH WINDMILL          APPROX. 4.0 KM 0920418.4 |
 LX5796| LX5816 GRISWOLD BARN CUPOLA                APPROX. 3.0 KM 0950659.7 |
 LX5796| LX5818 GRISWOLD POINT WINDMILL             APPROX. 3.2 KM 0980018.4 |
 LX5796| LX5807 SAYBROOK BEACON                     APPROX. 2.1 KM 1515742.5 |
 LX5796| LX5795 WEATHER BUREAU FLAGTOWER            192.605 METERS 18131     |
 LX5796| LX5794 SAYBROOK 2                          114.485 METERS 31824     |
 LX5796| LX5897 LOMBERGS CHIMNEY                    APPROX. 4.0 KM 3215003.0 |
 LX5796| LX5804 EAST SHORE LAUNDRY S GABLE          APPROX. 3.2 KM 3435842.8 |
 LX5796| LX5797 POWERHOUSE STACK                    APPROX. 3.0 KM 3544957.1 |
 LX5796|---------------------------------------------------------------------|
 LX5796
 LX5796                          SUPERSEDED SURVEY CONTROL
 LX5796
 LX5796  NAD 83(1992)-  41 17 08.54899(N)    072 21 00.32035(W) AD(       ) 3
 LX5796  NAD 83(1986)-  41 17 08.55071(N)    072 21 00.32376(W) AD(       ) 3
 LX5796  NAD 27      -  41 17 08.20100(N)    072 21 02.02200(W) AD(       ) 3
 LX5796
 LX5796.Superseded values are not recommended for survey control.
 LX5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5796.See file dsdata.txt to determine how the superseded data were derived.
 LX5796
 LX5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2190773861(NAD 83)
 LX5796
 LX5796  HISTORY     - Date     Condition        Report By
 LX5796  HISTORY     - 1934     MONUMENTED       CGS
 LX5796  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5796  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5796  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX5796
 LX5796                          STATION DESCRIPTION
 LX5796
 LX5796'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5796'THIS STATION IS LOCATED ON SAYBROOK POINT ABOUT 48 METERS N OF
 LX5796'THE BLUE LINE DOCK.  IT IS ON FILLED GROUND ABOUT 15 METERS
 LX5796'INSIDE ORDINARY HIGH WATER.  THE SHORE AT THIS POINT IS
 LX5796'PROTECTED BY HEAVY RIPRAP.
 LX5796'
 LX5796'THE CENTER MARK IS IN THE CIRCULAR FOUNDATION OF DISMANTLED
 LX5796'HOISTING MACHINERY.  TWO COURSES OF THE STONE REMAIN IN
 LX5796'PLACE.  THE UPPER COURSE WAS ORIGINALLY OF EIGHT SEGMENTS WITH
 LX5796'ANCHOR BOLTS PROJECTING BETWEEN EACH PAIR OF STONES.  ONE
 LX5796'SEGMENT IS MISSING.
 LX5796'
 LX5796'THE MARK IS AT THE INSIDE EDGE OF THE STONE DIRECTLY OPPOSITE
 LX5796'THE MISSING SECTION.
 LX5796'
 LX5796'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5796'
 LX5796'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5796
 LX5796                          STATION RECOVERY (1948)
 LX5796
 LX5796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5796'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 LX5796'ADEQUATE.  THE OWNER OF THE PROPERTY, ON WHICH THIS STATION IS
 LX5796'SET, REQUESTED THAT IT BE MOVED, SO THAT HE COULD BUILD
 LX5796'ADDITIONAL CONSTRUCTION.  THEREFORE A NEW STATION, SAYBROOK 2
 LX5796'1948, WAS SET 375.6 FT. NW OF THIS STATION, AND THE OLD STATION,
 LX5796'SAYBROOK 1934, WAS LEFT INTACT PENDING DEVELOPMENTS.
 LX5796
 LX5796                          STATION RECOVERY (1954)
 LX5796
 LX5796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5796'STATION DESTROYED.  MEASUREMENT AND DIRECTION FROM SAYBROOK 2
 LX5796'REVEALS THAT A BUILDING HAS BEEN PLACED OVER THE STATION.
 LX5796
 LX5796                          STATION RECOVERY (1988)
 LX5796
 LX5796'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5796'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5794 ***********************************************************************
 LX5794  DESIGNATION -  SAYBROOK 2
 LX5794  PID         -  LX5794
 LX5794  STATE/COUNTY-  CT/MIDDLESEX
 LX5794  USGS QUAD   -  OLD LYME (1976)
 LX5794
 LX5794                         *CURRENT SURVEY CONTROL
 LX5794  ___________________________________________________________________
 LX5794* NAD 83(1996)-  41 17 11.32481(N)    072 21 03.58751(W)     ADJUSTED  
 LX5794* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 LX5794  ___________________________________________________________________
 LX5794  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX5794  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX5794
 LX5794  HORZ ORDER  -  SECOND
 LX5794
 LX5794.The horizontal coordinates were established by classical geodetic methods
 LX5794.and adjusted by the National Geodetic Survey in August 1998..
 LX5794
 LX5794.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5794
 LX5794.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5794
 LX5794.The geoid height was determined by GEOID03.
 LX5794
 LX5794;                    North         East     Units Scale Factor Converg.
 LX5794;SPC CT       -   202,802.598   338,224.693   MT  0.99999240   +0 15 52.4
 LX5794;SPC CT       -   665,361.52  1,109,658.85   sFT  0.99999240   +0 15 52.4
 LX5794;SPC NY L     -   125,655.455   438,131.894   MT  1.00002386   +1 04 42.9
 LX5794;SPC NY L     -   412,254.61  1,437,437.72   sFT  1.00002386   +1 04 42.9
 LX5794;UTM  18      - 4,573,944.616   721,828.196   MT  1.00020564   +1 44 54.9
 LX5794
 LX5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5794!SPC CT       -   1.00000453  x   0.99999240  =   0.99999693
 LX5794!SPC NY L     -   1.00000453  x   1.00002386  =   1.00002839
 LX5794!UTM  18      -   1.00000453  x   1.00020564  =   1.00021017
 LX5794
 LX5794:                Primary Azimuth Mark                     Grid Az
 LX5794:SPC CT       -  OLD LYME CONG CHURCH SPIRE               028 28 56.2
 LX5794:SPC NY L     -  OLD LYME CONG CHURCH SPIRE               027 40 05.7
 LX5794:UTM  18      -  OLD LYME CONG CHURCH SPIRE               026 59 53.7
 LX5794
 LX5794|---------------------------------------------------------------------|
 LX5794| PID    Reference Object                     Distance      Geod. Az  |
 LX5794|                                                           dddmmss.s |
 LX5794| LX5790 OLD LYME CONG CHURCH SPIRE          APPROX. 3.3 KM 0284448.6 |
 LX5794| CZ7891 SAYBROOK 2 RM 1                      32.922 METERS 07739     |
 LX5794| LX5858 MOTH                                APPROX. 2.3 KM 0862204.1 |
 LX5794| CZ7892 SAYBROOK 2 RM 2                      14.165 METERS 19351     |
 LX5794| LX5797 POWERHOUSE STACK                    APPROX. 2.9 KM 3560918.0 |
 LX5794|---------------------------------------------------------------------|
 LX5794
 LX5794                          SUPERSEDED SURVEY CONTROL
 LX5794
 LX5794  NAD 83(1992)-  41 17 11.32382(N)    072 21 03.58722(W) AD(       ) 2
 LX5794  NAD 83(1986)-  41 17 11.32577(N)    072 21 03.59089(W) AD(       ) 2
 LX5794  NAD 27      -  41 17 10.97149(N)    072 21 05.29273(W) AD(       ) 2
 LX5794  NGVD 29 (07/19/86)    1.9    (m)            6.     (f) VERT ANG       
 LX5794
 LX5794.Superseded values are not recommended for survey control.
 LX5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5794.See file dsdata.txt to determine how the superseded data were derived.
 LX5794
 LX5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2182873945(NAD 83)
 LX5794_MARKER: DS = TRIANGULATION STATION DISK
 LX5794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5794+STABILITY: SURFACE MOTION
 LX5794
 LX5794  HISTORY     - Date     Condition        Report By
 LX5794  HISTORY     - 1948     MONUMENTED       CGS
 LX5794  HISTORY     - 1954     GOOD             CGS
 LX5794  HISTORY     - 1968     GOOD             CGS
 LX5794  HISTORY     - 1971     GOOD             CTDT
 LX5794  HISTORY     - 1975     GOOD             NGS
 LX5794  HISTORY     - 1984     GOOD             USPSQD
 LX5794  HISTORY     - 1988     GOOD             USPSQD
 LX5794  HISTORY     - 1988     GOOD             USPSQD
 LX5794  HISTORY     - 19970127 MARK NOT FOUND   USPSQD
 LX5794  HISTORY     - 19970827 GOOD             USPSQD
 LX5794
 LX5794                          STATION DESCRIPTION
 LX5794
 LX5794'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5794'STATION IS LOCATED ON THE W SHORE OF THE CONNECTICUT RIVER, ON
 LX5794'SAYBROOK POINT, 375.6 FT. NW OF STATION SAYBROOK 1934, AND
 LX5794'APPROXIMATELY 375 FT. NW OF A RESTAURANT KNOWN AS THE DOCK AND
 LX5794'DINE.  THE STATION IS JUST W OF THE NW EDGE OF THE PARKING AREA,
 LX5794'6 FT. E OF A 4-IN. WILD CHERRY TREE, 52 FT. S OF THE S EDGE
 LX5794'OF A SMALL SWAMP, AND 82 FT. W OF THE MEAN HIGH-WATERLINE OF THE
 LX5794'RIVER.  THE STATION IS 52 FT. NE OF A RED-AND-WHITE STONE
 LX5794'ANCHOR LAYOUT THAT IS LOCATED AT THE OLD SAYBROOK FORT SITE.
 LX5794'STATION MARK IS A BRONZE DISK, STAMPED SAYBROOK 2 1948 AND
 LX5794'SET IN THE TOP OF A 10-IN. ROUND CONCRETE MONUMENT, SET 48 IN.
 LX5794'IN GROUND, AND PROJECTING 3 IN.
 LX5794
 LX5794                          STATION RECOVERY (1954)
 LX5794
 LX5794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5794'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 LX5794'ADEQUATE WITH THE FOLLOWING EXCEPTIONS--STATION SAYBROOK HAS BEEN
 LX5794'DESTROYED.  STATION IS 278.2 FEET NW OF THE NW CORNER OF THE
 LX5794'DOCK AND DINE RESTAURANT.
 LX5794'
 LX5794'STATION IS 8 IN. BELOW THE SURFACE.
 LX5794
 LX5794                          STATION RECOVERY (1968)
 LX5794
 LX5794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5794'RECOVERED.  RECOVERED AS DESCRIBED BY R.J.S. IN 1948 WITH THE
 LX5794'FOLLOWING ADDITION.  THE STATION IS 6 FEET EAST OF THE SOUTHERN
 LX5794'OF TWO WILD CHERRY TREES AND ABOUT 1 FT. BENEATH THE SURFACE.
 LX5794
 LX5794                          STATION RECOVERY (1971)
 LX5794
 LX5794'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5794'THE STATION WAS FOUND IN GOOD CONDITION 12 INCHES BELOW THE
 LX5794'GROUND SUFACE.
 LX5794'
 LX5794'THE STATION IS ON THE WEST SHORE OF THE CONNECTICUT RIVER ABOUT
 LX5794'1.0 MILE NORTH OF THE MOUTH OF THE RIVER ON SAYBROOK POINT.
 LX5794
 LX5794                          STATION RECOVERY (1975)
 LX5794
 LX5794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5794'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 LX5794'MARKS 1 AND 2 WERE SET AT THIS TIME.  STATION MOTH CAN BE USED FOR
 LX5794'AN AZIMUTH MARK.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION
 LX5794'FOLLOWS.
 LX5794'
 LX5794'THE STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF OLD SAYBROOK, 1 MILE
 LX5794'NORTHWEST OF THE MOUTH OF THE CONNECTICUT RIVER, ON THE WEST BANK
 LX5794'OF THE CONNECTICUT RIVER, ON SAYBROOK POINT AND ON THE PROPERTY
 LX5794'OF MR. RICHARD BENANK AND SON, WHO OWN THE DOCK N DINE RESTAURANT.
 LX5794'
 LX5794'TO REACH THE STATION FROM THE TOWN HALL IN OLD SAYBROOK, GO SOUTH
 LX5794'AND EAST ON STATE HIGHWAY 154 FOR 1.65 MILES TO WHERE STATE HIGHWAY
 LX5794'154 TURNS TO THE RIGHT.  CONTINUE STRAIGHT AHEAD, GOING EAST FOR
 LX5794'0.05 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON
 LX5794'A PAVED ROAD FOR 0.15 MILE TO THE NORTHWEST CORNER OF THE PARKING
 LX5794'LOT BEHIND THE DOCK N DINE RESTAURANT AND THE STATION AS
 LX5794'DESCRIBED.
 LX5794'
 LX5794'THE STATION MARK, STAMPED SAYBROOK 2 1948, IS A STANDARD DISK SET
 LX5794'IN A ROUND CONCRETE POST 12 INCHES BELOW THE GROUND SURFACE.  IT
 LX5794'IS 115 FEET SOUTHWEST OF THE EDGE OF THE WATER, 105 FEET WEST OF
 LX5794'NORTHWEST END OF A CONCRETE SEA WALL, 5 FEET EAST OF A TWIN
 LX5794'TRUNKED WILD CHERRY TREE AND 4.5 FEET NORTHWEST OF A METAL
 LX5794'WITNESS POST.  NO UNDERGROUND MARK WAS MENTIONED IN THE 1948
 LX5794'DESCRIPTION.
 LX5794'
 LX5794'REFERENCE MARK 1, STAMPED SAYBROOK 2 1948 NO 1 1975, IS A
 LX5794'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST END OF A
 LX5794'CONCRETE SEA WALL.  IT IS 233 FEET NORTH OF THE NORTH SIDE OF THE
 LX5794'DOCK N DINE RESTAURANT, 104 FEET EAST OF A METAL WITNESS POST AND
 LX5794'4 FEET SOUTHEAST OF THE NORTHWEST END OF THE SEA WALL.
 LX5794'
 LX5794'REFERENCE MARK 2, STAMPED SAYBROOK 2 1948 NO 2 1975, IS A
 LX5794'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX5794'SURFACE.  IT IS 138 FEET WEST OF THE NORTHWEST END OF THE SEA
 LX5794'WALL, 44 FEET SOUTH OF THE TWIN TRUNKED WILD CHERRY TREE AND 2.7
 LX5794'FEET SOUTHEAST OF A METAL WITNESS POST.
 LX5794'
 LX5794'HEIGHT OF LIGHT ABOVE STATION MARK 5.3 FEET.
 LX5794'
 LX5794'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5794'1-1/2 MILES SOUTHEAST OF OLD SAYBROOK.
 LX5794
 LX5794                          STATION RECOVERY (1984)
 LX5794
 LX5794'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5794'SAYBROOK 2 1948 HORIZONTAL CONTROL STATION RECOVERED GOOD.
 LX5794'
 LX5794'SAYBROOK 2 1948 RM NO. 1 1975 RECOVERED GOOD.
 LX5794'
 LX5794'RM NO. 1 IS LOCATED 4 FEET S OF THE N END OF THE CONCRETE WALK
 LX5794'LEADING N FROM THE RESTAURANT.  THE DESCRIPTION IS OTHERWISE
 LX5794'ADEQUATE.
 LX5794
 LX5794                          STATION RECOVERY (1988)
 LX5794
 LX5794'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5794'RECOVERED IN GOOD CONDITION.
 LX5794
 LX5794                          STATION RECOVERY (1988)
 LX5794
 LX5794'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5794'RECOVERED IN GOOD CONDITION.
 LX5794
 LX5794                          STATION RECOVERY (1997)
 LX5794
 LX5794'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5794'MARK NOT FOUND.
 LX5794
 LX5794                          STATION RECOVERY (1997)
 LX5794
 LX5794'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5807 ***********************************************************************
 LX5807  DESIGNATION -  SAYBROOK BEACON
 LX5807  PID         -  LX5807
 LX5807  STATE/COUNTY-  CT/MIDDLESEX
 LX5807  USGS QUAD   -  OLD LYME (1976)
 LX5807
 LX5807                         *CURRENT SURVEY CONTROL
 LX5807  ___________________________________________________________________
 LX5807* NAD 83(1996)-  41 16 07.36401(N)    072 20 17.13318(W)     ADJUSTED  
 LX5807* NAVD 88     -                                                        
 LX5807  ___________________________________________________________________
 LX5807  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX5807  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5807
 LX5807  HORZ ORDER  -  THIRD
 LX5807
 LX5807.The horizontal coordinates were established by classical geodetic methods
 LX5807.and adjusted by the National Geodetic Survey in August 1998..
 LX5807
 LX5807
 LX5807.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5807
 LX5807.The geoid height was determined by GEOID03.
 LX5807
 LX5807;                    North         East     Units Scale Factor Converg.
 LX5807;SPC CT       -   200,834.529   339,315.043   MT  0.99999377   +0 16 23.2
 LX5807;SPC CT       -   658,904.62  1,113,236.10   sFT  0.99999377   +0 16 23.2
 LX5807;SPC NY L     -   123,703.016   439,250.125   MT  1.00002155   +1 05 13.3
 LX5807;SPC NY L     -   405,848.98  1,441,106.45   sFT  1.00002155   +1 05 13.3
 LX5807;UTM  18      - 4,572,005.020   722,969.385   MT  1.00021189   +1 45 23.4
 LX5807
 LX5807                          SUPERSEDED SURVEY CONTROL
 LX5807
 LX5807  NAD 83(1992)-  41 16 07.36302(N)    072 20 17.13290(W) AD(       ) 4
 LX5807  NAD 83(1986)-  41 16 07.36479(N)    072 20 17.13642(W) AD(       ) 4
 LX5807  NAD 27      -  41 16 07.01700(N)    072 20 18.83800(W) AD(       ) 3
 LX5807
 LX5807.Superseded values are not recommended for survey control.
 LX5807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5807.See file dsdata.txt to determine how the superseded data were derived.
 LX5807
 LX5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2296972005(NAD 83)
 LX5807
 LX5807  HISTORY     - Date     Condition        Report By
 LX5807  HISTORY     - 1882     MONUMENTED       CGS
 LX5807  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5807  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5807  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5807  HISTORY     - 1983     GOOD             USPSQD
 LX5807  HISTORY     - 1988     GOOD             USPSQD
 LX5807  HISTORY     - 1988     GOOD             USPSQD
 LX5807  HISTORY     - 19970118 GOOD             USPSQD
 LX5807  HISTORY     - 19991215 GOOD             USPSQD
 LX5807
 LX5807                          STATION DESCRIPTION
 LX5807
 LX5807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5807'BEACON RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION
 LX5807'AVAILABLE.  BEACON IS LOCATED ON THE NE END OF THE E JETTY AT
 LX5807'THE ENTRANCE TO CONNECTICUT RIVER AT LYNDE POINT.
 LX5807
 LX5807                          STATION RECOVERY (1968)
 LX5807
 LX5807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5807'RECOVERED.  NOT PREVIOUSLY DESCRIBED.  THE STATION IS THE DAY
 LX5807'BEACON ON THE N. END OF THE BREAKWATER AT THE MOUTH OF THE
 LX5807'CONNECTICUT RIVER.  IT IS A CONCRETE STRUCTURE WITH A GLOBE ON TOP.
 LX5807
 LX5807                          STATION RECOVERY (1969)
 LX5807
 LX5807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5807'STATION RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY
 LX5807'L. F. W. IN 1954 IS ADEQUATE.
 LX5807
 LX5807                          STATION RECOVERY (1983)
 LX5807
 LX5807'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5807'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5807'AND ACCURATE.
 LX5807
 LX5807                          STATION RECOVERY (1988)
 LX5807
 LX5807'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5807'RECOVERED IN GOOD CONDITION.
 LX5807
 LX5807                          STATION RECOVERY (1988)
 LX5807
 LX5807'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5807'RECOVERED IN GOOD CONDITION.
 LX5807
 LX5807                          STATION RECOVERY (1997)
 LX5807
 LX5807'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5807'RECOVERED IN GOOD CONDITION.
 LX5807
 LX5807                          STATION RECOVERY (1999)
 LX5807
 LX5807'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5809 ***********************************************************************
 LX5809  DESIGNATION -  SAYBROOK BREAKWATER LH
 LX5809  PID         -  LX5809
 LX5809  STATE/COUNTY-  CT/MIDDLESEX
 LX5809  USGS QUAD   -  OLD LYME (1976)
 LX5809
 LX5809                         *CURRENT SURVEY CONTROL
 LX5809  ___________________________________________________________________
 LX5809* NAD 83(1996)-  41 15 47.53517(N)    072 20 33.90879(W)     ADJUSTED  
 LX5809* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5809  ___________________________________________________________________
 LX5809  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 LX5809  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX5809
 LX5809  HORZ ORDER  -  SECOND
 LX5809
 LX5809.The horizontal coordinates were established by classical geodetic methods
 LX5809.and adjusted by the National Geodetic Survey in August 1998..
 LX5809
 LX5809.The orthometric height was scaled from a topographic map.
 LX5809
 LX5809.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5809
 LX5809.The geoid height was determined by GEOID03.
 LX5809
 LX5809;                    North         East     Units Scale Factor Converg.
 LX5809;SPC CT       -   200,220.974   338,927.469   MT  0.99999422   +0 16 12.1
 LX5809;SPC CT       -   656,891.65  1,111,964.54   sFT  0.99999422   +0 16 12.1
 LX5809;UTM  18      - 4,571,381.503   722,597.742   MT  1.00020985   +1 45 11.6
 LX5809
 LX5809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5809!SPC CT       -   1.00000469  x   0.99999422  =   0.99999891
 LX5809!UTM  18      -   1.00000469  x   1.00020985  =   1.00021454
 LX5809
 LX5809:                Primary Azimuth Mark                     Grid Az
 LX5809:SPC CT       -  OLD LYME CONG CHURCH SPIRE               009 10 08.1
 LX5809:UTM  18      -  OLD LYME CONG CHURCH SPIRE               007 41 08.6
 LX5809
 LX5809|---------------------------------------------------------------------|
 LX5809| PID    Reference Object                     Distance      Geod. Az  |
 LX5809|                                                           dddmmss.s |
 LX5809| LX5790 OLD LYME CONG CHURCH SPIRE          APPROX. 5.6 KM 0092620.2 |
 LX5809| LX5807 SAYBROOK BEACON                     APPROX. 0.7 KM 0323300.4 |
 LX5809| LX5816 GRISWOLD BARN CUPOLA                APPROX. 3.3 KM 0470309.2 |
 LX5809| LX5818 GRISWOLD POINT WINDMILL             APPROX. 3.3 KM 0510201.3 |
 LX5809| LX5835 WHITE SANDS BEACH WINDMILL          APPROX. 4.1 KM 0550303.5 |
 LX5809| LX5895 HEARN                               APPROX. 3.5 KM 2695929.6 |
 LX5809|---------------------------------------------------------------------|
 LX5809
 LX5809                          SUPERSEDED SURVEY CONTROL
 LX5809
 LX5809  NAD 83(1992)-  41 15 47.53419(N)    072 20 33.90851(W) AD(       ) 2
 LX5809  NAD 83(1986)-  41 15 47.53600(N)    072 20 33.91199(W) AD(       ) 2
 LX5809  NAD 27      -  41 15 47.18500(N)    072 20 35.61100(W) AD(       ) 2
 LX5809
 LX5809.Superseded values are not recommended for survey control.
 LX5809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5809.See file dsdata.txt to determine how the superseded data were derived.
 LX5809
 LX5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2259871382(NAD 83)
 LX5809
 LX5809  HISTORY     - Date     Condition        Report By
 LX5809  HISTORY     - UNK      MONUMENTED
 LX5809  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5809  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5809  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX5809  HISTORY     - 1983     GOOD             USPSQD
 LX5809  HISTORY     - 1988     GOOD             USPSQD
 LX5809  HISTORY     - 1988     GOOD             USPSQD
 LX5809  HISTORY     - 19970118 GOOD             USPSQD
 LX5809  HISTORY     - 19991215 GOOD             USPSQD
 LX5809
 LX5809                          STATION DESCRIPTION
 LX5809
 LX5809'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5809'THE ORIGINAL STATION WAS RECOVERED AS THIS LIGHTHOUSE HAS
 LX5809'UNDERGONE NO CHANGES SINCE 1886.
 LX5809'
 LX5809'THE CENTER IS THE FINIAL ABOVE THE LANTERN ROOM.
 LX5809
 LX5809                          STATION RECOVERY (1969)
 LX5809
 LX5809'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5809'STATION RECOVERED IN GOOD CONDITION.  THE LIGHTHOUSE IS LOCATED
 LX5809'ON SOUTH END OF WEST BREAKWATER AT THE ENTRANCE TO THE
 LX5809'CONNECTICUT RIVER.  THE CENTER IS THE FINIAL ABOVE THE LANTERN
 LX5809'ROOM.
 LX5809
 LX5809                          STATION RECOVERY (1971)
 LX5809
 LX5809'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5809'GOOD
 LX5809
 LX5809                          STATION RECOVERY (1983)
 LX5809
 LX5809'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5809'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5809'AND ACCURATE.
 LX5809
 LX5809                          STATION RECOVERY (1988)
 LX5809
 LX5809'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5809'RECOVERED IN GOOD CONDITION.
 LX5809
 LX5809                          STATION RECOVERY (1988)
 LX5809
 LX5809'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5809'RECOVERED IN GOOD CONDITION.
 LX5809
 LX5809                          STATION RECOVERY (1997)
 LX5809
 LX5809'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5809'RECOVERED IN GOOD CONDITION.
 LX5809
 LX5809                          STATION RECOVERY (1999)
 LX5809
 LX5809'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5885 ***********************************************************************
 LX5885  DESIGNATION -  SAYBROOK CONG CH BELFRY
 LX5885  PID         -  LX5885
 LX5885  STATE/COUNTY-  CT/MIDDLESEX
 LX5885  USGS QUAD   -  ESSEX (1977)
 LX5885
 LX5885                         *CURRENT SURVEY CONTROL
 LX5885  ___________________________________________________________________
 LX5885* NAD 83(1996)-  41 17 12.06511(N)    072 22 30.72628(W)     ADJUSTED  
 LX5885* NAVD 88     -                                                        
 LX5885  ___________________________________________________________________
 LX5885  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX5885  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5885
 LX5885  HORZ ORDER  -  THIRD
 LX5885
 LX5885.The horizontal coordinates were established by classical geodetic methods
 LX5885.and adjusted by the National Geodetic Survey in August 1998..
 LX5885
 LX5885
 LX5885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5885
 LX5885.The geoid height was determined by GEOID03.
 LX5885
 LX5885;                    North         East     Units Scale Factor Converg.
 LX5885;SPC CT       -   202,816.357   336,196.963   MT  0.99999238   +0 14 54.6
 LX5885;SPC CT       -   665,406.66  1,103,006.20   sFT  0.99999238   +0 14 54.6
 LX5885;UTM  18      - 4,573,905.847   719,800.369   MT  1.00019461   +1 43 57.4
 LX5885
 LX5885                          SUPERSEDED SURVEY CONTROL
 LX5885
 LX5885  NAD 83(1992)-  41 17 12.06416(N)    072 22 30.72596(W) AD(       ) 4
 LX5885  NAD 83(1986)-  41 17 12.06604(N)    072 22 30.72947(W) AD(       ) 4
 LX5885  NAD 27      -  41 17 11.71200(N)    072 22 32.43300(W) AD(       ) 3
 LX5885
 LX5885.Superseded values are not recommended for survey control.
 LX5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5885.See file dsdata.txt to determine how the superseded data were derived.
 LX5885
 LX5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1980073906(NAD 83)
 LX5885
 LX5885  HISTORY     - Date     Condition        Report By
 LX5885  HISTORY     - 1861     MONUMENTED       COASUR
 LX5885  HISTORY     - 1934     GOOD             CGS
 LX5885  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5885  HISTORY     - 1983     GOOD             USPSQD
 LX5885  HISTORY     - 1988     GOOD             USPSQD
 LX5885  HISTORY     - 1988     GOOD             USPSQD
 LX5885  HISTORY     - 1990     GOOD             USPSQD
 LX5885  HISTORY     - 19970118 GOOD             USPSQD
 LX5885
 LX5885                          STATION DESCRIPTION
 LX5885
 LX5885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5885'THIS STATION IS ON THE FIRST CHURCH OF CHRIST IN SAYBROOK.  THE
 LX5885'CHURCH SOCIETY WAS ORGANIZED IN 1646 BUT THE PRESENT BUILDING DATES
 LX5885'FROM A LATER PERIOD.  THE SPIRE OF THE CHURCH WAS LOCATED IN 1882
 LX5885'BUT IT HAS SINCE BEEN REMOVED DOWN TO THE BELFRY.
 LX5885'
 LX5885'THE CHURCH FACES W ON THE E SIDE OF MAIN STREET IN THE LOWER PART
 LX5885'OF THE VILLAGE OF SAYBROOK.  FOUR WOODEN COLUMNS SUPPORT THE
 LX5885'PEDIMENT OVER THE ENTRANCE AT THE W END OF THE CHURCH.  THE BELFRY
 LX5885'IS SQUARE AND RISES JUST INSIDE THE W GABLE.  FOUR CLOCK FACES
 LX5885'SHOW JUST ABOVE THE ROOF OF THE CHURCH.  THEN COMES THE SQUARE
 LX5885'BELFRY WITH GREEN SHUTTERED OPENINGS IN EACH SIDE.  THE CHURCH
 LX5885'AND BELFRY ARE PAINTED WHITE.
 LX5885'
 LX5885'CENTER IS THE CENTER LINE OF THE BELFRY.
 LX5885'
 LX5885'TREES SCREEN THE CHURCH AS A LANDMARK.
 LX5885
 LX5885                          STATION RECOVERY (1954)
 LX5885
 LX5885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5885'STATION RECOVERED IN GOOD CONDITION.  THE PUBLISHED DESCRIPTION IS
 LX5885'ADEQUATE.
 LX5885
 LX5885                          STATION RECOVERY (1983)
 LX5885
 LX5885'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5885'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5885'ACCURATE.
 LX5885
 LX5885                          STATION RECOVERY (1988)
 LX5885
 LX5885'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5885'RECOVERED IN GOOD CONDITION.
 LX5885
 LX5885                          STATION RECOVERY (1988)
 LX5885
 LX5885'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5885'RECOVERED IN GOOD CONDITION.
 LX5885
 LX5885                          STATION RECOVERY (1990)
 LX5885
 LX5885'RECOVERY NOTE BY US POWER SQUADRON 1990 (JAK)
 LX5885'RECOVERED IN GOOD CONDITION.
 LX5885
 LX5885                          STATION RECOVERY (1997)
 LX5885
 LX5885'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5808 ***********************************************************************
 LX5808  DESIGNATION -  SAYBROOK LIGHTHOUSE
 LX5808  PID         -  LX5808
 LX5808  STATE/COUNTY-  CT/MIDDLESEX
 LX5808  USGS QUAD   -  OLD LYME (1976)
 LX5808
 LX5808                         *CURRENT SURVEY CONTROL
 LX5808  ___________________________________________________________________
 LX5808* NAD 83(1996)-  41 16 17.24520(N)    072 20 35.31346(W)     ADJUSTED  
 LX5808* NAVD 88     -        -0.     (meters)      -0.     (feet)  VERTCON   
 LX5808  ___________________________________________________________________
 LX5808  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LX5808  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX5808
 LX5808  HORZ ORDER  -  THIRD
 LX5808
 LX5808.The horizontal coordinates were established by classical geodetic methods
 LX5808.and adjusted by the National Geodetic Survey in August 1998..
 LX5808
 LX5808.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5808
 LX5808.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5808
 LX5808.The geoid height was determined by GEOID03.
 LX5808
 LX5808;                    North         East     Units Scale Factor Converg.
 LX5808;SPC CT       -   201,137.351   338,890.457   MT  0.99999356   +0 16 11.2
 LX5808;SPC CT       -   659,898.13  1,111,843.11   sFT  0.99999356   +0 16 11.2
 LX5808;SPC NY L     -   123,999.784   438,821.267   MT  1.00002190   +1 05 01.4
 LX5808;SPC NY L     -   406,822.62  1,439,699.44   sFT  1.00002190   +1 05 01.4
 LX5808;UTM  18      - 4,572,296.812   722,537.007   MT  1.00020952   +1 45 11.7
 LX5808
 LX5808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5808!SPC CT       -   1.00000484  x   0.99999356  =   0.99999840
 LX5808!SPC NY L     -   1.00000484  x   1.00002190  =   1.00002674
 LX5808!UTM  18      -   1.00000484  x   1.00020952  =   1.00021436
 LX5808
 LX5808:                Primary Azimuth Mark                     Grid Az
 LX5808:SPC CT       -  PLUM ISLAND LIGHTHOUSE                   134 12 59.0
 LX5808:SPC NY L     -  PLUM ISLAND LIGHTHOUSE                   133 24 08.8
 LX5808:UTM  18      -  PLUM ISLAND LIGHTHOUSE                   132 43 58.5
 LX5808
 LX5808|---------------------------------------------------------------------|
 LX5808| PID    Reference Object                     Distance      Geod. Az  |
 LX5808|                                                           dddmmss.s |
 LX5808| LX5639 PLUM ISLAND LIGHTHOUSE              APPROX.15.5 KM 1342910.2 |
 LX5808| LX6351 FALKNER IS LIGHTHOUSE               APPROX.26.9 KM 2555120.3 |
 LX5808| LX5885 SAYBROOK CONG CH BELFRY             APPROX. 3.2 KM 3021226.4 |
 LX5808|---------------------------------------------------------------------|
 LX5808
 LX5808                          SUPERSEDED SURVEY CONTROL
 LX5808
 LX5808  NAD 83(1992)-  41 16 17.24425(N)    072 20 35.31317(W) AD(       ) 3
 LX5808  NAD 83(1986)-  41 16 17.24609(N)    072 20 35.31683(W) AD(       ) 3
 LX5808  NAD 27      -  41 16 16.89388(N)    072 20 37.01873(W) AD(       ) 3
 LX5808  NGVD 29 (07/19/86)    0.     (m)            0.     (f) VERT ANG       
 LX5808
 LX5808.Superseded values are not recommended for survey control.
 LX5808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5808.See file dsdata.txt to determine how the superseded data were derived.
 LX5808
 LX5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2253772297(NAD 83)
 LX5808_MARKER: 13 = LIGHTHOUSE
 LX5808
 LX5808  HISTORY     - Date     Condition        Report By
 LX5808  HISTORY     - 1882     FIRST OBSERVED   CGS
 LX5808  HISTORY     - 1934     GOOD             CGS
 LX5808  HISTORY     - 1971     GOOD             CTGS
 LX5808  HISTORY     - 1974     GOOD             NGS
 LX5808  HISTORY     - 1983     GOOD             USPSQD
 LX5808  HISTORY     - 1988     GOOD             USPSQD
 LX5808  HISTORY     - 1988     GOOD             USPSQD
 LX5808  HISTORY     - 19970118 GOOD             USPSQD
 LX5808  HISTORY     - 19991215 GOOD             USPSQD
 LX5808
 LX5808                          STATION DESCRIPTION
 LX5808
 LX5808'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (JPB)
 LX5808'ON LYNDE PT. ON W SIDE OF MOUTH OF CONNECTICUT RIVER.  THE LIGHT
 LX5808'WAS ESTABLISHED IN 1803, AND LAST REBUILT IN 1839.
 LX5808
 LX5808                          STATION RECOVERY (1934)
 LX5808
 LX5808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5808'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  CENTER USED IN 1934
 LX5808'WAS THE CENTER LINE OF THE FINIAL ABOVE THE LANTERN ROOM.
 LX5808'
 LX5808'IT WAS NOT OCCUPIED IN 1934.
 LX5808
 LX5808                          STATION RECOVERY (1971)
 LX5808
 LX5808'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5808'GOOD
 LX5808
 LX5808                          STATION RECOVERY (1974)
 LX5808
 LX5808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LX5808'SAYBROOK LIGHTHOUSE WAS RECOVERED AS DESCRIBED.
 LX5808'
 LX5808'THE POINT INTERSECTED WAS THE APEX OF THE LIGHTHOUSE.  THE
 LX5808'OVER-ALL HEIGHT IS 65 FEET.
 LX5808
 LX5808                          STATION RECOVERY (1983)
 LX5808
 LX5808'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5808'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5808'AND ACCURATE.
 LX5808
 LX5808                          STATION RECOVERY (1988)
 LX5808
 LX5808'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5808'RECOVERED IN GOOD CONDITION.
 LX5808
 LX5808                          STATION RECOVERY (1988)
 LX5808
 LX5808'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5808'RECOVERED IN GOOD CONDITION.
 LX5808
 LX5808                          STATION RECOVERY (1997)
 LX5808
 LX5808'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5808'RECOVERED IN GOOD CONDITION.
 LX5808
 LX5808                          STATION RECOVERY (1999)
 LX5808
 LX5808'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6605 ***********************************************************************
 LX6605  DESIGNATION -  SCANTIC
 LX6605  PID         -  LX6605
 LX6605  STATE/COUNTY-  CT/HARTFORD
 LX6605  USGS QUAD   -  MANCHESTER (1992)
 LX6605
 LX6605                         *CURRENT SURVEY CONTROL
 LX6605  ___________________________________________________________________
 LX6605* NAD 83(1996)-  41 52 14.05772(N)    072 35 42.69805(W)     ADJUSTED  
 LX6605* NAVD 88     -        49.7    (meters)     163.     (feet)  VERTCON   
 LX6605  ___________________________________________________________________
 LX6605  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX6605  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6605
 LX6605  HORZ ORDER  -  FIRST
 LX6605
 LX6605.The horizontal coordinates were established by classical geodetic methods
 LX6605.and adjusted by the National Geodetic Survey in August 1998..
 LX6605
 LX6605.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6605
 LX6605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6605
 LX6605.The geoid height was determined by GEOID03.
 LX6605
 LX6605;                    North         East     Units Scale Factor Converg.
 LX6605;SPC CT       -   267,608.442   317,652.369   MT  1.00000040   +0 06 09.5
 LX6605;SPC CT       -   877,978.70  1,042,164.48   sFT  1.00000040   +0 06 09.5
 LX6605;UTM  18      - 4,638,202.354   699,569.888   MT  1.00009012   +1 36 20.2
 LX6605
 LX6605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6605!SPC CT       -   0.99999680  x   1.00000040  =   0.99999720
 LX6605!UTM  18      -   0.99999680  x   1.00009012  =   1.00008692
 LX6605
 LX6605:                Primary Azimuth Mark                     Grid Az
 LX6605:SPC CT       -  BROAD BROOK KERR MCGEE TK                049 35 06.5
 LX6605:UTM  18      -  BROAD BROOK KERR MCGEE TK                048 04 55.8
 LX6605
 LX6605|---------------------------------------------------------------------|
 LX6605| PID    Reference Object                     Distance      Geod. Az  |
 LX6605|                                                           dddmmss.s |
 LX6605| LX6563 BROAD BROOK KERR MCGEE TK           APPROX. 4.7 KM 0494116.0 |
 LX6605| LX6693 BLOOMFIELD ALLEN MFG TANK           APPROX. 8.7 KM 2573742.2 |
 LX6605| LX6695 BLOOMFIELD CAMAN CORP TANK          APPROX. 8.8 KM 2622047.7 |
 LX6605| LX6621 SCANTIC AZ MK TPT                   287.140 METERS 26514     |
 LX6605| LX6620 SCANTIC AZ MK                       281.779 METERS 26515     |
 LX6605| CZ7893 SCANTIC RP 1                          4.494 METERS 27124     |
 LX6605| LX6720 WINDSOR LOCKS ELM ST TK             APPROX. 7.6 KM 3245615.7 |
 LX6605| CZ7894 SCANTIC RP 2                          5.542 METERS 33349     |
 LX6605| LX6717 WINDSOR LOCKS MILDRED ST TK         APPROX. 8.8 KM 3373732.7 |
 LX6605| LX6567 PROSPECT HILL STANDPIPE             APPROX. 6.2 KM 3524541.7 |
 LX6605|---------------------------------------------------------------------|
 LX6605
 LX6605                          SUPERSEDED SURVEY CONTROL
 LX6605
 LX6605  NAD 83(1996)-  41 52 14.05748(N)    072 35 42.69812(W) AD(       ) 1
 LX6605  NAD 83(1992)-  41 52 14.05790(N)    072 35 42.69849(W) AD(       ) 1
 LX6605  NAD 83(1992)-  41 52 14.05852(N)    072 35 42.69921(W) AD(       ) 1
 LX6605  NAD 83(1986)-  41 52 14.05922(N)    072 35 42.69947(W) AD(       ) 1
 LX6605  NAD 27      -  41 52 13.70322(N)    072 35 44.38029(W) AD(       ) 1
 LX6605  NGVD 29 (07/19/86)   49.9    (m)          164.     (f) VERT ANG       
 LX6605
 LX6605.Superseded values are not recommended for survey control.
 LX6605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6605.See file dsdata.txt to determine how the superseded data were derived.
 LX6605
 LX6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9957038202(NAD 83)
 LX6605_MARKER: DS = TRIANGULATION STATION DISK
 LX6605_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX6605+WITH SETTING: PAVEMENT
 LX6605_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6605+STABILITY: SURFACE MOTION
 LX6605
 LX6605  HISTORY     - Date     Condition        Report By
 LX6605  HISTORY     - 1979     MONUMENTED       NGS
 LX6605
 LX6605                          STATION DESCRIPTION
 LX6605
 LX6605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6605'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF
 LX6605'WAREHOUSE POINT, 3-1/2 MILES NORTH-NORTHEAST OF SOUTH
 LX6605'WINDSOR, 1 MILE EAST OF THE CONNECTICUT RIVER AND ON A
 LX6605'UNITED STATES MILITARY RESERVATION.  THE PROPERTY IS OWNED
 LX6605'BY THE FEDERAL GOVERNMENT AND PERMISSION WAS OBTAINED FROM
 LX6605'MR. BERNARD A. CORNA, SUPERVISORY STAFF ADMINISTRATIVE
 LX6605'ASSISTANT, EAST WINDSOR, CONNECTICUT.  PHONE
 LX6605'NUMBER 623-9441.
 LX6605'
 LX6605'TO REACH THE STATION FROM THE SMALL COMMUNITY OF SCANTIC, AT
 LX6605'THE JUNCTION OF STATE HIGHWAY 191 (PHELPS ROAD) AND SCANTIC
 LX6605'ROAD, GO WESTERLY ON SCANTIC ROAD FOR 1.5 MILES TO ABBE ROAD
 LX6605'ON THE RIGHT.  CONTINUE WESTERLY ON SCANTIC ROAD FOR 0.5 MILE
 LX6605'TO A PAVED ROAD ON THE LEFT AND SIGN (U S ARMY RESERVE CENTER).
 LX6605'(TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE WESTERLY
 LX6605'ON SCANTIC ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT
 LX6605'AS DESCRIBED.)  TURN LEFT AND GO SOUTHERLY ON THE PAVED ROAD
 LX6605'FOR 0.15 MILE TO A LOCKED METAL GATE AND THE STATION ON THE
 LX6605'LEFT, ON THE TOP OF THE WEST ONE OF FOUR ABANDONED RADAR
 LX6605'TOWERS.
 LX6605'
 LX6605'THE STATION IS A STANDARD NGS DISK STAMPED---SCANTIC 1979---,
 LX6605'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB OF 1.0 METERS
 LX6605'LARGEST DIMENSION.
 LX6605'IT IS LOCATED
 LX6605'22 FEET SOUTH FROM THE LADDER ENTRANCE TO THE ROOF,
 LX6605'9.8 FEET NORTH FROM THE PIPE RAIL AROUND THE TOWER AND
 LX6605'5.6 FEET NORTH-NORTHWEST FROM THE CIRCULAR METAL BEAM.
 LX6605'
 LX6605'REFERENCE POINT NUMBER 1 IS A CHISLED CROSS IN THE TOP OF A
 LX6605'1-INCH SQUARE BOLT INSIDE THE CIRCULAR BEAM ON THE ROOF.
 LX6605'IT IS LOCATED
 LX6605'20.9 FEET SOUTHWEST FROM THE LADDER ENTRANCE TO THE ROOF,
 LX6605'15 FEET NORTH-NORTHWEST FROM A METAL COVER AND
 LX6605'7 FEET NORTH-NORTHEAST FROM THE PIPE RAIL AROUND THE ROOF.
 LX6605'MARK IS LEVEL WITH STATION.
 LX6605'
 LX6605'REFERENCE POINT NUMBER 2 IS A CHISLED CROSS IN THE TOP OF A
 LX6605'1-INCH SQUARE BOLT INSIDE THE CIRCULAR BEAM ON THE ROOF.
 LX6605'IT IS LOCATED
 LX6605'22 FEET NORTH FROM THE METAL COVER,
 LX6605'3.8 FEET SOUTH FROM THE LADDER ENTRANCE TO THE ROOF AND
 LX6605'2 FEET EAST FROM THE CENTER ONE OF THREE METAL PIPES.
 LX6605'MARK IS LEVEL WITH STATION.
 LX6605'
 LX6605'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6605'STAMPED---SCANTIC 1979---,
 LX6605'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6605'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6605'47 FEET WEST FROM POWER POLE SNET 998,
 LX6605'19 FEET NORTHWEST FROM THE CENTER OF THE PAVED ROAD AND
 LX6605'1.8 FEET WEST-SOUTHWEST FROM A METAL WITNESS POST.
 LX6605'
 LX6605'AZIMUTH MARK NUMBER 1 HAS AN UNDERGROUND DISK.  IT IS A
 LX6605'STANDARD NGS DISK STAMPED---SCANTIC 1979---, SET INTO AN
 LX6605'IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6605'
 LX6605'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.5 METERS.
 LX6605'
 LX6605'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6620 ***********************************************************************
 LX6620  DESIGNATION -  SCANTIC AZ MK
 LX6620  PID         -  LX6620
 LX6620  STATE/COUNTY-  CT/HARTFORD
 LX6620  USGS QUAD   -  MANCHESTER (1992)
 LX6620
 LX6620                         *CURRENT SURVEY CONTROL
 LX6620  ___________________________________________________________________
 LX6620* NAD 83(1996)-  41 52 13.30014(N)    072 35 54.87494(W)     ADJUSTED  
 LX6620* NAVD 88     -        24.2    (meters)      79.     (feet)  VERTCON   
 LX6620  ___________________________________________________________________
 LX6620  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX6620  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6620
 LX6620  HORZ ORDER  -  SECOND
 LX6620
 LX6620.The horizontal coordinates were established by classical geodetic methods
 LX6620.and adjusted by the National Geodetic Survey in August 1998..
 LX6620
 LX6620.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6620
 LX6620.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6620
 LX6620.The geoid height was determined by GEOID03.
 LX6620
 LX6620;                    North         East     Units Scale Factor Converg.
 LX6620;SPC CT       -   267,584.571   317,371.602   MT  1.00000038   +0 06 01.5
 LX6620;SPC CT       -   877,900.38  1,041,243.33   sFT  1.00000038   +0 06 01.5
 LX6620;UTM  18      - 4,638,171.124   699,289.820   MT  1.00008875   +1 36 12.1
 LX6620
 LX6620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6620!SPC CT       -   1.00000080  x   1.00000038  =   1.00000118
 LX6620!UTM  18      -   1.00000080  x   1.00008875  =   1.00008955
 LX6620
 LX6620                          SUPERSEDED SURVEY CONTROL
 LX6620
 LX6620  NAD 83(1996)-  41 52 13.29989(N)    072 35 54.87501(W) AD(       ) 2
 LX6620  NAD 83(1992)-  41 52 13.30031(N)    072 35 54.87538(W) AD(       ) 2
 LX6620  NAD 83(1992)-  41 52 13.30093(N)    072 35 54.87610(W) AD(       ) 2
 LX6620  NAD 83(1986)-  41 52 13.30159(N)    072 35 54.87635(W) AD(       ) 2
 LX6620  NAD 27      -  41 52 12.94550(N)    072 35 56.55675(W) AD(       ) 2
 LX6620  NGVD 29 (07/19/86)   24.4    (m)           80.     (f) VERT ANG       
 LX6620
 LX6620.Superseded values are not recommended for survey control.
 LX6620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6620.See file dsdata.txt to determine how the superseded data were derived.
 LX6620
 LX6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9929038171(NAD 83)
 LX6620_MARKER: DZ = AZIMUTH MARK DISK
 LX6620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6620+STABILITY: SURFACE MOTION
 LX6620
 LX6620  HISTORY     - Date     Condition        Report By
 LX6620  HISTORY     - 1979     MONUMENTED       NGS
 LX6620
 LX6620                          STATION DESCRIPTION
 LX6620
 LX6620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6620'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF
 LX6620'WAREHOUSE POINT, 3-1/2 MILES NORTH-NORTHEAST OF SOUTH
 LX6620'WINDSOR, 1 MILE EAST OF THE CONNECTICUT RIVER AND ON ROAD
 LX6620'RIGHT-OF-WAY PROPERTY.
 LX6620'
 LX6620'TO REACH THE STATION FROM THE SMALL COMMUNITY OF SCANTIC, AT
 LX6620'THE JUNCTION OF STATE HIGHWAY 191 (PHELPS ROAD) AND SCANTIC
 LX6620'ROAD, GO WESTERLY ON SCANTIC ROAD FOR 1.5 MILES TO ABBE ROAD
 LX6620'ON THE RIGHT.  CONTINUE WESTERLY ON SCANTIC ROAD FOR 0.5 MILE
 LX6620'TO A PAVED ROAD ON THE LEFT AND SIGN (U.S. ARMY RESERVE CENTER).
 LX6620'CONTINUE WESTERLY ON SCANTIC ROAD FOR 0.15 MILE TO THE STATION
 LX6620'ON THE RIGHT AS DESCRIBED.
 LX6620'
 LX6620'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX6620'STAMPED---SCANTIC 1979---,
 LX6620'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6620'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6620'47 FEET WEST FROM POWER POLE SNET 998,
 LX6620'19 FEET NORTHWEST FROM THE CENTER OF THE PAVED ROAD AND
 LX6620'1.8 FEET WEST-SOUTHWEST FROM A METAL WITNESS POST.
 LX6620'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6620'STAMPED---SCANTIC 1979---,
 LX6620'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW
 LX6620'THE GROUND SURFACE.
 LX6620'
 LX6620'A TRAVERSE CONNCECTION WAS MADE TO TRIANGULATION STATION
 LX6620'SCANTIC USING ELECTRONIC DISTANCE EQUIPMENT.
 LX6620'
 LX6620'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 LX6620'MARKS WERE ESTABLISHED AT THIS STATION.
 LX6620'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6620'
 LX6620'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6327 ***********************************************************************
 LX6327  DESIGNATION -  SCARPA
 LX6327  PID         -  LX6327
 LX6327  STATE/COUNTY-  CT/MIDDLESEX
 LX6327  USGS QUAD   -  DURHAM (1984)
 LX6327
 LX6327                         *CURRENT SURVEY CONTROL
 LX6327  ___________________________________________________________________
 LX6327* NAD 83(1996)-  41 27 54.62861(N)    072 44 09.19790(W)     ADJUSTED  
 LX6327* NAVD 88     -       237.6    (meters)     780.     (feet)  VERTCON   
 LX6327  ___________________________________________________________________
 LX6327  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX6327  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6327
 LX6327  HORZ ORDER  -  FIRST
 LX6327
 LX6327.The horizontal coordinates were established by classical geodetic methods
 LX6327.and adjusted by the National Geodetic Survey in August 1998..
 LX6327
 LX6327.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6327
 LX6327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6327
 LX6327.The geoid height was determined by GEOID03.
 LX6327
 LX6327;                    North         East     Units Scale Factor Converg.
 LX6327;SPC CT       -   222,571.408   305,979.494   MT  0.99998385   +0 00 33.7
 LX6327;SPC CT       -   730,219.69  1,003,867.72   sFT  0.99998385   +0 00 33.7
 LX6327;UTM  18      - 4,592,872.346   689,076.385   MT  1.00003997   +1 29 58.8
 LX6327
 LX6327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6327!SPC CT       -   0.99996737  x   0.99998385  =   0.99995122
 LX6327!UTM  18      -   0.99996737  x   1.00003997  =   1.00000734
 LX6327
 LX6327|---------------------------------------------------------------------|
 LX6327| PID    Reference Object                     Distance      Geod. Az  |
 LX6327|                                                           dddmmss.s |
 LX6327| CZ7895 SCARPA RM 1                          10.406 METERS 02845     |
 LX6327| LX6305 DURHAM UNITED CH SPIRE              APPROX. 4.8 KM 0714658.9 |
 LX6327| CZ7896 SCARPA RM 2                          17.590 METERS 10117     |
 LX6327| LX6328 SCARPA TPT                            8.574 METERS 34922     |
 LX6327| LX6316 SCARPA 2                            287.557 METERS 34922     |
 LX6327| LX6956 HIGBY                               APPROX. 7.8 KM 3544930.1 |
 LX6327|---------------------------------------------------------------------|
 LX6327
 LX6327                          SUPERSEDED SURVEY CONTROL
 LX6327
 LX6327  NAD 83(1992)-  41 27 54.62780(N)    072 44 09.19787(W) AD(       ) 1
 LX6327  NAD 83(1986)-  41 27 54.63000(N)    072 44 09.20023(W) AD(       ) 1
 LX6327  NAD 27      -  41 27 54.27921(N)    072 44 10.85085(W) AD(       ) 1
 LX6327  NGVD 29 (07/19/86)  237.9    (m)          781.     (f) VERT ANG       
 LX6327
 LX6327.Superseded values are not recommended for survey control.
 LX6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6327.See file dsdata.txt to determine how the superseded data were derived.
 LX6327
 LX6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8907692872(NAD 83)
 LX6327_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6327+STABILITY: SURFACE MOTION
 LX6327
 LX6327  HISTORY     - Date     Condition        Report By
 LX6327  HISTORY     - 1976     MONUMENTED       NGS
 LX6327  HISTORY     - 1979     GOOD             NGS
 LX6327
 LX6327                          STATION DESCRIPTION
 LX6327
 LX6327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6327'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF WALLINGFORD, 3
 LX6327'MILES SOUTH OF BAILEYVILLE, 3 MILES WEST OF DURHAM AND ON THE
 LX6327'PROPERTY OF THE NEW HAVEN TRAP ROCK TOMASSO.  PERMISSION WAS
 LX6327'OBTAINED FROM MR. GUY SCARPA, PLANT MANAGER, NEW HAVEN TRAP
 LX6327'ROCK TOMASSO, WALLINGFORD, CONNECTICUT.
 LX6327'
 LX6327'TO REACH THE STATION FROM THE POST OFFICE IN DURHAM, GO NORTH
 LX6327'ON STATE HIGHWAY 17 FOR 0.45 MILE TO THE JUNCTION OF STATE
 LX6327'HIGHWAY 68.  TURN LEFT AND GO WEST ON STATE HIGHWAY 68 FOR
 LX6327'2.65 MILES TO THE JUNCTION OF STATE HIGHWAY 157.  CONTINUE
 LX6327'WESTERLY ON HIGHWAY 68 FOR 0.4 MILE TO A DOUBLE RAILROAD
 LX6327'TRACK.  CONTINUE WESTERLY ON HIGHWAY 68 FOR 0.2 MILE TO THE
 LX6327'ENTRANCE TO THE NEW HAVEN TRAP ROCK TOMASSO ON THE LEFT.  TURN
 LX6327'LEFT AND GO SOUTH FOR 0.15 MILE TO WHERE THE MAIN ROAD
 LX6327'CROSSES THE RAILROAD TRACKS.  CROSS THE TRACKS AND CONTINUE
 LX6327'EASTERLY PICKING THE WAY AROUND THE SOUTH SIDE OF THE QUARRY
 LX6327'FOR 1.15 MILES TO THE TOP OF A HIGH HILL AND A WOODS ROAD
 LX6327'ON THE LEFT.  TURN LEFT AND FOLLOW THE WOODS ROAD EASTERLY
 LX6327'FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 LX6327'
 LX6327'THE STATION MARKS, STAMPED---SCARPA 1976---, ARE STANDARD
 LX6327'DISKS.
 LX6327'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX6327'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 LX6327'GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 LX6327'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE
 LX6327'GROUND SURFACE.  THEY ARE 48 FEET SOUTHWEST OF A METAL WITNESS
 LX6327'POST, 21 FEET EAST OF A CLUMP OF 8 TREES, 18 FEET NORTH OF A
 LX6327'TWIN TRUNK TREE AND 15 FEET EAST OF A FOOT TRAIL.
 LX6327'
 LX6327'REFERENCE MARK 1, STAMPED---SCARPA NO 1 1976---, IS A STANDARD
 LX6327'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX6327'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 43 FEET
 LX6327'NORTH OF A TWIN TRUNK TREE, 18 FEET SOUTHWEST OF THE
 LX6327'APPROXIMATE CENTER OF THE WOODS ROAD AND 12.5 FEET WEST OF A
 LX6327'6-INCH TRIANGULAR BLAZED TREE.
 LX6327'
 LX6327'REFERENCE MARK 2, STAMPED---SCARPA NO 2 1976---, IS A STANDARD
 LX6327'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX6327'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 74
 LX6327'FEET EAST OF THE FOOT TRAIL, 60 FEET NORTHEAST OF A TWIN
 LX6327'TRUNK TREE, 11.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 8
 LX6327'FEET SOUTH OF A TREE WITH FOUR TRUNKS.
 LX6327'
 LX6327'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 LX6327'
 LX6327'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.8 METERS.
 LX6327'
 LX6327'DESCRIBED BY NOLAN B. JOHNSON.
 LX6327
 LX6327                          STATION RECOVERY (1979)
 LX6327
 LX6327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LX6327'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX6327'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 LX6327'CHECKED.  THE STATION IS IN THE WAY OF MINING OPERATIONS FOR THE
 LX6327'ROCK QUARRY AND THEY REQUESTED THE STATION BE MOVED.  SCARPA 2 WAS
 LX6327'ESTABLISHED AT THIS TIME.  THE OLD MARKS WERE LEFT IN PLACE.  SEE
 LX6327'DESCRIPTION FOR SCARPA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6316 ***********************************************************************
 LX6316  DESIGNATION -  SCARPA 2
 LX6316  PID         -  LX6316
 LX6316  STATE/COUNTY-  CT/NEW HAVEN
 LX6316  USGS QUAD   -  DURHAM (1984)
 LX6316
 LX6316                         *CURRENT SURVEY CONTROL
 LX6316  ___________________________________________________________________
 LX6316* NAD 83(1996)-  41 28 03.78968(N)    072 44 11.48289(W)     ADJUSTED  
 LX6316* NAVD 88     -       208.9    (meters)     685.     (feet)  VERTCON   
 LX6316  ___________________________________________________________________
 LX6316  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX6316  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6316
 LX6316  HORZ ORDER  -  SECOND
 LX6316
 LX6316.The horizontal coordinates were established by classical geodetic methods
 LX6316.and adjusted by the National Geodetic Survey in August 1998..
 LX6316
 LX6316.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6316
 LX6316.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6316
 LX6316.The geoid height was determined by GEOID03.
 LX6316
 LX6316;                    North         East     Units Scale Factor Converg.
 LX6316;SPC CT       -   222,854.021   305,926.426   MT  0.99998380   +0 00 32.2
 LX6316;SPC CT       -   731,146.90  1,003,693.62   sFT  0.99998380   +0 00 32.2
 LX6316;UTM  18      - 4,593,153.499   689,015.981   MT  1.00003969   +1 29 57.5
 LX6316
 LX6316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6316!SPC CT       -   0.99997187  x   0.99998380  =   0.99995567
 LX6316!UTM  18      -   0.99997187  x   1.00003969  =   1.00001156
 LX6316
 LX6316:                Primary Azimuth Mark                     Grid Az
 LX6316:SPC CT       -  DURHAM UNITED CH SPIRE                   075 12 52.3
 LX6316:UTM  18      -  DURHAM UNITED CH SPIRE                   073 43 27.0
 LX6316
 LX6316|---------------------------------------------------------------------|
 LX6316| PID    Reference Object                     Distance      Geod. Az  |
 LX6316|                                                           dddmmss.s |
 LX6316| LX6305 DURHAM UNITED CH SPIRE              APPROX. 4.7 KM 0751324.5 |
 LX6316| LX6327 SCARPA                              287.557 METERS 16922     |
 LX6316| CZ7898 SCARPA 2 RM 4                         9.386 METERS 18715     |
 LX6316| CZ7897 SCARPA 2 RM 3                        13.573 METERS 31917     |
 LX6316|---------------------------------------------------------------------|
 LX6316
 LX6316                          SUPERSEDED SURVEY CONTROL
 LX6316
 LX6316  NAD 83(1992)-  41 28 03.78887(N)    072 44 11.48284(W) AD(       ) 2
 LX6316  NAD 83(1986)-  41 28 03.79103(N)    072 44 11.48528(W) AD(       ) 2
 LX6316  NAD 27      -  41 28 03.44039(N)    072 44 13.13565(W) AD(       ) 2
 LX6316  NGVD 29 (07/19/86)  209.2    (m)          686.     (f) VERT ANG       
 LX6316
 LX6316.Superseded values are not recommended for survey control.
 LX6316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6316.See file dsdata.txt to determine how the superseded data were derived.
 LX6316
 LX6316_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8901693153(NAD 83)
 LX6316_MARKER: DS = TRIANGULATION STATION DISK
 LX6316_SETTING: 66 = SET IN ROCK OUTCROP
 LX6316_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6316+STABILITY: POSITION/ELEVATION WELL
 LX6316
 LX6316  HISTORY     - Date     Condition        Report By
 LX6316  HISTORY     - 1979     MONUMENTED       NGS
 LX6316
 LX6316                          STATION DESCRIPTION
 LX6316
 LX6316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LX6316'THIS STATION WAS ESTABLISHED BECAUSE SCARPA 1976 WAS IN THE WAY OF
 LX6316'QUARRY OPERATIONS.
 LX6316'
 LX6316'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF WALLINGFORD, 3
 LX6316'MILES SOUTH OF BAILEYVILLE AND 3 MILES WEST OF DURHAM.  THE PROPERTY
 LX6316'IS OWNED BY THE NEW HAVEN TRAP ROCK TOMASSO AND MR. GUY SCARPA, PLANT
 LX6316'MANAGER, GAVE PERMISSION FOR THE MARKS.
 LX6316'
 LX6316'TO REACH THE STATION FROM THE POST OFFICE IN DURHAM, GO NORTH ON
 LX6316'STATE HIGHWAY 17 FOR 0.45 MILE TO THE JUNCTION OF STATE HIGHWAY
 LX6316'68.  TURN LEFT AND GO WEST ON HIGHWAY 68 FOR 2.65 MILES TO THE
 LX6316'JUNCTION OF STATE HIGHWAY 157.  CONTINUE WEST ON HIGHWAY 68 FOR 0.4
 LX6316'MILE TO A DOUBLE RAILROAD TRACK.  CONTINUE WEST ON HIGHWAY 68 FOR 0.2
 LX6316'MILE TO THE ENTRANCE TO THE NEW HAVEN TRAP ROCK TOMASSO ON THE
 LX6316'LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 MILE TO THE OFFICE ON THE
 LX6316'LEFT.  INQUIRE AT OFFICE FOR THE ROAD LEADING TO THE TOP OF THE ROCK
 LX6316'QUARRY AND THE STATION.
 LX6316'
 LX6316'THE STATION MARK STAMPED---SCARPA 2 1979---IS A STANDARD DISK
 LX6316'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 LX6316'GROUND.  IT IS 100 FEET WEST OF THE EAST EDGE OF A DROP-OFF, 67 FEET
 LX6316'SOUTH OF THE NORTH EDGE OF A DROP-OFF, 9 FEET EAST-SOUTHEAST OF A
 LX6316'MULTIPLE TRUNKED TREE AND 8 FEET NORTHEAST OF A METAL WITNESS POST.
 LX6316'
 LX6316'REFERENCE MARK 3 STAMPED---SCARPA 2 NO 3 1979---IS A STANDARD DISK
 LX6316'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 4 INCHES.  IT
 LX6316'IS 36 FEET NORTHWEST OF THE MULTIPLE TRUNKED TREE AND 7 FEET EAST OF
 LX6316'THE WEST EDGE OF A DROP-OFF.
 LX6316'
 LX6316'REFERENCE MARK 4 STAMPED---SCARPA 2 NO 4 1979---IS A STANDARD DISK
 LX6316'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE GROUND
 LX6316'SURFACE.  IT IS 130 FEET WEST OF THE EAST EDGE OF A DROP-OFF AND 25
 LX6316'FEET SOUTH OF THE METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6006 ***********************************************************************
 LX6006  DESIGNATION -  SCHEIDES GABLE
 LX6006  PID         -  LX6006
 LX6006  STATE/COUNTY-  CT/NEW LONDON
 LX6006  USGS QUAD   -  DEEP RIVER (1971)
 LX6006
 LX6006                         *CURRENT SURVEY CONTROL
 LX6006  ___________________________________________________________________
 LX6006* NAD 83(1996)-  41 23 35.72082(N)    072 23 02.30475(W)     ADJUSTED  
 LX6006* NAVD 88     -                                                        
 LX6006  ___________________________________________________________________
 LX6006  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LX6006  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX6006
 LX6006  HORZ ORDER  -  THIRD
 LX6006
 LX6006.The horizontal coordinates were established by classical geodetic methods
 LX6006.and adjusted by the National Geodetic Survey in August 1998..
 LX6006
 LX6006
 LX6006.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6006
 LX6006.The geoid height was determined by GEOID03.
 LX6006
 LX6006;                    North         East     Units Scale Factor Converg.
 LX6006;SPC CT       -   214,648.801   335,412.032   MT  0.99998613   +0 14 33.7
 LX6006;SPC CT       -   704,226.94  1,100,430.97   sFT  0.99998613   +0 14 33.7
 LX6006;UTM  18      - 4,585,716.350   718,708.647   MT  1.00018871   +1 43 49.7
 LX6006
 LX6006                          SUPERSEDED SURVEY CONTROL
 LX6006
 LX6006  NAD 83(1992)-  41 23 35.71994(N)    072 23 02.30441(W) AD(       ) 4
 LX6006  NAD 83(1986)-  41 23 35.72166(N)    072 23 02.30752(W) AD(       ) 4
 LX6006  NAD 27      -  41 23 35.36500(N)    072 23 04.02000(W) AD(       ) 3
 LX6006
 LX6006.Superseded values are not recommended for survey control.
 LX6006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6006.See file dsdata.txt to determine how the superseded data were derived.
 LX6006
 LX6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1870985716(NAD 83)
 LX6006
 LX6006  HISTORY     - Date     Condition        Report By
 LX6006  HISTORY     - 1935     MONUMENTED       CGS
 LX6006  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6006
 LX6006                          STATION DESCRIPTION
 LX6006
 LX6006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6006'THE TOP HOLE ESTATE OF WILLIAM C. SCHEIDE IS LOCATED S OF THE ROAD
 LX6006'FROM HAMBURG TO HADLYME.  IT IS AT THE END OF A PRIVATE ROAD THAT
 LX6006'TURNS SOUTHWARD ABOUT 0.4 MILE BEYOND THE JOSHUATOWN BRIDGE.  IT
 LX6006'IS ABOUT 0.2 MILE FROM THE HIGHWAY.
 LX6006'
 LX6006'THE HOUSE IS RECTANGULAR IN PLAN AND VERY BROAD.  IT IS 1-1/2
 LX6006'STORIES HIGH WITH A SMALL PORCH ATTACHED TO THE S SIDE.  TWO
 LX6006'LARGE DORMERS PROJECT THROUGH THE S ROOF AND ONE THROUGH THE N.  A
 LX6006'SINGLE, SHORT, STONE CHIMNEY PROJECTS AT THE MIDDLE OF THE
 LX6006'ROOF.  THE HOUSE IS COVERED, SIDES AND ROOF, WITH VERY DARK
 LX6006'SHINGLES.  THE TRIM IS WHITE.
 LX6006'
 LX6006'CENTER IS THE APEX OF THE W GABLE.
 LX6006
 LX6006                          STATION RECOVERY (1948)
 LX6006
 LX6006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6006'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE,
 LX6006'WITH THE FOLLOWING EXCEPTIONS--
 LX6006'
 LX6006'1.  THERE ARE 3 DORMERS ON THE N ROOF.  ONE SMALL ONE AT BOTH
 LX6006'ENDS.
 LX6006'
 LX6006'2.  THE SHINGLES ON THE SIDES OF THE HOUSE ARE NOW WHITE.  THE
 LX6006'ROOF IS GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5841 ***********************************************************************
 LX5841  DESIGNATION -  SCHELDS CHIMNEY
 LX5841  PID         -  LX5841
 LX5841  STATE/COUNTY-  CT/MIDDLESEX
 LX5841  USGS QUAD   -  OLD LYME (1976)
 LX5841
 LX5841                         *CURRENT SURVEY CONTROL
 LX5841  ___________________________________________________________________
 LX5841* NAD 83(1996)-  41 19 31.55463(N)    072 22 05.20178(W)     ADJUSTED  
 LX5841* NAVD 88     -                                                        
 LX5841  ___________________________________________________________________
 LX5841  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LX5841  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX5841
 LX5841  HORZ ORDER  -  THIRD
 LX5841
 LX5841.The horizontal coordinates were established by classical geodetic methods
 LX5841.and adjusted by the National Geodetic Survey in August 1998..
 LX5841
 LX5841
 LX5841.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5841
 LX5841.The geoid height was determined by GEOID03.
 LX5841
 LX5841;                    North         East     Units Scale Factor Converg.
 LX5841;SPC CT       -   207,122.122   336,771.873   MT  0.99998971   +0 15 11.6
 LX5841;SPC CT       -   679,533.16  1,104,892.39   sFT  0.99998971   +0 15 11.6
 LX5841;UTM  18      - 4,578,225.947   720,263.615   MT  1.00019712   +1 44 19.1
 LX5841
 LX5841                          SUPERSEDED SURVEY CONTROL
 LX5841
 LX5841  NAD 83(1992)-  41 19 31.55367(N)    072 22 05.20145(W) AD(       ) 4
 LX5841  NAD 83(1986)-  41 19 31.55547(N)    072 22 05.20476(W) AD(       ) 4
 LX5841  NAD 27      -  41 19 31.20200(N)    072 22 06.90900(W) AD(       ) 3
 LX5841
 LX5841.Superseded values are not recommended for survey control.
 LX5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5841.See file dsdata.txt to determine how the superseded data were derived.
 LX5841
 LX5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2026478226(NAD 83)
 LX5841
 LX5841  HISTORY     - Date     Condition        Report By
 LX5841  HISTORY     - 1934     MONUMENTED       CGS
 LX5841  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5841  HISTORY     - 1984     GOOD             USPSQD
 LX5841  HISTORY     - 1990     GOOD             USPSQD
 LX5841  HISTORY     - 19970127 GOOD             USPSQD
 LX5841
 LX5841                          STATION DESCRIPTION
 LX5841
 LX5841'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5841'THE RESIDENCE OF CHARLES SCHELD IS ABOUT 1/4 MILE DOWN AYERS POINT
 LX5841'ROAD FROM THE ABANDONED TROLLEY OVERPASS.
 LX5841'
 LX5841'THE MAIN HOUSE IS A SQUARE, 2-STORY, SMOOTH BOARDED STRUCTURE
 LX5841'PAINTED CREAM COLOR WITH WIDE WHITE TRIM.  THERE IS A WIDE
 LX5841'RED-ROOFED PORCH ON THE SE AND SW SIDES OF THE HOUSE.  A SMALL 1
 LX5841'1/2-STORY WING IS ATTACHED TO THE NW SIDE.  THERE IS A SMALL
 LX5841'RAILED OBSERVATION PLATFORM AT THE APEX OF THE GREEN SHINGLED
 LX5841'ROOF.  THE HOUSE HAS 2 RED-BRICK CHIMNEYS, 1 ON THE WING AND 1
 LX5841'ON THE MAIN ROOF JUST SW OF THE OBSERVATION PLATFORM.
 LX5841'
 LX5841'CENTER IS THE CENTER LINE OF THE LATTER CHIMNEY.
 LX5841
 LX5841                          STATION RECOVERY (1961)
 LX5841
 LX5841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5841'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX5841'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX5841
 LX5841                          STATION RECOVERY (1984)
 LX5841
 LX5841'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5841'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5841'ACCURATE.
 LX5841
 LX5841                          STATION RECOVERY (1990)
 LX5841
 LX5841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX5841'RECOVERED IN GOOD CONDITION.
 LX5841
 LX5841                          STATION RECOVERY (1997)
 LX5841
 LX5841'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7218 ***********************************************************************
 LX7218  DESIGNATION -  SCHOOL
 LX7218  PID         -  LX7218
 LX7218  STATE/COUNTY-  CT/HARTFORD
 LX7218  USGS QUAD   -  BRISTOL (1984)
 LX7218
 LX7218                         *CURRENT SURVEY CONTROL
 LX7218  ___________________________________________________________________
 LX7218* NAD 83(1996)-  41 42 51.41646(N)    072 54 24.13844(W)     ADJUSTED  
 LX7218* NAVD 88     -       124.4    (meters)     408.     (feet)  VERTCON   
 LX7218  ___________________________________________________________________
 LX7218  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX7218  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX7218
 LX7218  HORZ ORDER  -  FIRST
 LX7218
 LX7218.The horizontal coordinates were established by classical geodetic methods
 LX7218.and adjusted by the National Geodetic Survey in August 1998..
 LX7218
 LX7218.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7218
 LX7218.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7218
 LX7218.The geoid height was determined by GEOID03.
 LX7218
 LX7218;                    North         East     Units Scale Factor Converg.
 LX7218;SPC CT       -   250,249.936   291,759.717   MT  0.99998810   -0 06 14.1
 LX7218;SPC CT       -   821,028.33    957,215.00   sFT  0.99998810   -0 06 14.1
 LX7218;UTM  18      - 4,620,171.361   674,139.557   MT  0.99997318   +1 23 35.7
 LX7218
 LX7218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7218!SPC CT       -   0.99998504  x   0.99998810  =   0.99997314
 LX7218!UTM  18      -   0.99998504  x   0.99997318  =   0.99995822
 LX7218
 LX7218|---------------------------------------------------------------------|
 LX7218| PID    Reference Object                     Distance      Geod. Az  |
 LX7218|                                                           dddmmss.s |
 LX7218| CZ7900 SCHOOL RM 1                          31.757 METERS 08103     |
 LX7218| LX7135 WVIT                                APPROX. 6.3 KM 1040346.5 |
 LX7218| LX7217 BRISTOL NE SCH STANDPIPE             19.615 METERS 12514     |
 LX7218| CZ7901 SCHOOL RM 2                          24.075 METERS 18332     |
 LX7218| LX7219 SCHOOL RM 3                         118.545 METERS 25817     |
 LX7218| LX7228 BRISTOL NW MUN STANDPIPE            APPROX. 5.3 KM 2704617.8 |
 LX7218|---------------------------------------------------------------------|
 LX7218
 LX7218                          SUPERSEDED SURVEY CONTROL
 LX7218
 LX7218  NAD 83(1996)-  41 42 51.41604(N)    072 54 24.13861(W) AD(       ) 1
 LX7218  NAD 83(1992)-  41 42 51.41624(N)    072 54 24.13878(W) AD(       ) 1
 LX7218  NAD 83(1992)-  41 42 51.41775(N)    072 54 24.14023(W) AD(       ) 1
 LX7218  NAD 83(1986)-  41 42 51.41784(N)    072 54 24.14044(W) AD(       ) 1
 LX7218  NAD 27      -  41 42 51.05815(N)    072 54 25.77532(W) AD(       ) 1
 LX7218  NGVD 29 (07/19/86)  124.7    (m)          409.     (f) VERT ANG       
 LX7218
 LX7218.Superseded values are not recommended for survey control.
 LX7218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7218.See file dsdata.txt to determine how the superseded data were derived.
 LX7218
 LX7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7414020171(NAD 83)
 LX7218_MARKER: DS = TRIANGULATION STATION DISK
 LX7218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7218_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7218+STABILITY: SURFACE MOTION
 LX7218
 LX7218  HISTORY     - Date     Condition        Report By
 LX7218  HISTORY     - 1981     MONUMENTED       NGS
 LX7218
 LX7218                          STATION DESCRIPTION
 LX7218
 LX7218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7218'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) NORTH-NORTHWEST OF
 LX7218'NEW BRITAIN, 5.6 KM (3.5 MI) NORTHEAST OF BRISTOL AND 0.2 KM
 LX7218'(0.1 MI) NORTHEAST OF THE NORTHEAST ELEMENTARY SCHOOL.
 LX7218'OWNERSHIP--BRISTOL WATER DEPARTMENT,
 LX7218'PERMISSION BY MR JOHN BURNS, 119 BRISTOL AVENUE, BRISTOL CT 06010
 LX7218'PHONE (203-582-7431)
 LX7218'
 LX7218'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LX7218'HIGHWAY 177 ABOUT 6.4 KM (4 MI) EAST OF BRISTOL.
 LX7218'GO NORTH ON HIGHWAY 177 FOR 1.45 KM (0.9 MI) TO A CROSS ROAD.
 LX7218'TURN LEFT AND GO WEST ON MOREA ROAD FOR 2.2 KM (1.4 MI) TO A SIDE
 LX7218'STREET LEFT AT SIGN, NORTHEAST SCHOOL.  TURN LEFT AND GO
 LX7218'SOUTH FOR 0.16 KM (0.1 MI) TO A DIRT ROAD LEFT.
 LX7218'TURN LEFT JUMPING THE CURB AND GO EAST FOR
 LX7218'0.16 KM (0.1 MI) TO THE STATION AND A STANDPIPE INSIDE A
 LX7218'FENCE.
 LX7218'
 LX7218'THE STATION IS A STANDARD NGS DISK
 LX7218'STAMPED---SCHOOL 1981---,
 LX7218'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7218'FLUSH WITH GROUND.  IT IS LOCATED
 LX7218'9.15 METERS (30.0 FT) EAST-NORTHEAST FROM A POWER CONTROL BOX
 LX7218'8.15 METERS (26.75 FT) SOUTH FROM THE NORTHWEST CORNER OF FENCED
 LX7218'COMPOUND
 LX7218'6.05 METERS (19.85 FT) SOUTHWEST FROM A METAL WITNESS POST AND
 LX7218'5.55 METERS (18.20 FT) EAST-NORTHEAST FROM THE FENCE LINE
 LX7218'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7218'STAMPED---SCHOOL 1981---,
 LX7218'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7218'
 LX7218'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7218'STAMPED---SCHOOL NO 1 1981---,
 LX7218'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7218'30.78 METERS (101.0 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST,
 LX7218'5.96 METERS (19.55 FT) SOUTH-SOUTHWEST FROM THE NORTH SIDE OF
 LX7218'THE FENCED COMPOUND
 LX7218'2.12 METERS (6.95 FT) WEST-NORTHWEST FROM WTHE EAST SIDE OF THE
 LX7218'FENCED COMPOUND AND
 LX7218'10.86 METERS (35.65 FT) NORTHEAST FROM A DRAIN VENT IN A LARGE
 LX7218'WATER TANK
 LX7218'MARK IS LEVEL WITH STATION.
 LX7218'
 LX7218'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7218'STAMPED---SCHOOL NO 2 1981---,
 LX7218'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7218'FLUSH WITH GROUND.  IT IS LOCATED
 LX7218'17.38 METERS (57.0 FT) WEST-SOUTHWEST FROM A POWER CONTROL BOX,
 LX7218'9.95 METERS (32.65 FT) EAST-NORTHEAST FROM THE SOUTHWEST CORNER
 LX7218'OF THE FENCED COMPOUND,
 LX7218'2.25 METERS (7.4 FT) SOUTHWEST FROM THE GATE CORNER POST AND
 LX7218'0.08 METER (0.26 FT) EAST-NORTHEAST FROM THE FENCE
 LX7218'MARK IS LEVEL WITH STATION.
 LX7218'
 LX7218'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7218'STAMPED---SCHOOL NO 3 1981---,
 LX7218'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7218'8.1 METERS (26.6 FT) NORTH FROM THE APPROXIMATE CENTER OF A TRACK
 LX7218'ROAD AND
 LX7218'53.34 METERS (175.0 FT) EAST FROM THE APPROXIMATE CENTER OF A
 LX7218'PAVED ROAD
 LX7218'MARK IS LEVEL WITH STATION.
 LX7218'
 LX7218'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF WATER
 LX7218'TANK ON LINE
 LX7218'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7219 ***********************************************************************
 LX7219  DESIGNATION -  SCHOOL RM 3
 LX7219  PID         -  LX7219
 LX7219  STATE/COUNTY-  CT/HARTFORD
 LX7219  USGS QUAD   -  BRISTOL (1984)
 LX7219
 LX7219                         *CURRENT SURVEY CONTROL
 LX7219  ___________________________________________________________________
 LX7219* NAD 83(1996)-  41 42 50.63647(N)    072 54 29.15974(W)     ADJUSTED  
 LX7219* NAVD 88     -       125.0    (meters)     410.     (feet)  VERTCON   
 LX7219  ___________________________________________________________________
 LX7219  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX7219  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX7219
 LX7219  HORZ ORDER  -  SECOND
 LX7219
 LX7219.The horizontal coordinates were established by classical geodetic methods
 LX7219.and adjusted by the National Geodetic Survey in August 1998..
 LX7219.No horizontal observational check was made to the station.
 LX7219
 LX7219.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7219
 LX7219.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7219
 LX7219.The geoid height was determined by GEOID03.
 LX7219
 LX7219;                    North         East     Units Scale Factor Converg.
 LX7219;SPC CT       -   250,226.084   291,643.598   MT  0.99998809   -0 06 17.4
 LX7219;SPC CT       -   820,950.08    956,834.04   sFT  0.99998809   -0 06 17.4
 LX7219;UTM  18      - 4,620,144.483   674,024.103   MT  0.99997268   +1 23 32.4
 LX7219
 LX7219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7219!SPC CT       -   0.99998494  x   0.99998809  =   0.99997303
 LX7219!UTM  18      -   0.99998494  x   0.99997268  =   0.99995762
 LX7219
 LX7219                          SUPERSEDED SURVEY CONTROL
 LX7219
 LX7219  NAD 83(1996)-  41 42 50.63606(N)    072 54 29.15991(W) AD(       ) 2
 LX7219  NAD 83(1992)-  41 42 50.63625(N)    072 54 29.16008(W) AD(       ) 2
 LX7219  NAD 83(1992)-  41 42 50.63776(N)    072 54 29.16153(W) AD(       ) 2
 LX7219  NAD 83(1986)-  41 42 50.63786(N)    072 54 29.16174(W) AD(       ) 2
 LX7219  NAD 27      -  41 42 50.27823(N)    072 54 30.79648(W) AD(       ) 2
 LX7219  NGVD 29 (07/19/86)  125.3    (m)          411.     (f) VERT ANG       
 LX7219
 LX7219.Superseded values are not recommended for survey control.
 LX7219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7219.See file dsdata.txt to determine how the superseded data were derived.
 LX7219
 LX7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7402420144(NAD 83)
 LX7219_MARKER: DR = REFERENCE MARK DISK
 LX7219_SETTING: 66 = SET IN ROCK OUTCROP
 LX7219_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7219+STABILITY: POSITION/ELEVATION WELL
 LX7219
 LX7219  HISTORY     - Date     Condition        Report By
 LX7219  HISTORY     - 1981     MONUMENTED       NGS
 LX7219
 LX7219                          STATION DESCRIPTION
 LX7219
 LX7219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7219'THE STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTH-NORTHWEST OF
 LX7219'NEW BRITAIN, 5.6 KM (3.5 MI) NORTHEAST OF BRISTOL AND 0.2 KM
 LX7219'(0.1 MI) NORTHEAST OF THE NORTHEAST ELEMENTARY SCHOOL.
 LX7219'OWNERSHIP--BRISTOL WATER DEPARTMENT,
 LX7219'PERMISSION BY MR JOHN BURNS,
 LX7219'119 BRISTOL AVENUE, BRISTOL CT 06010, PHONE 203-582-7431.
 LX7219'
 LX7219'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX7219'STATE HIGHWAY 177, WHICH IS ABOUT 6.4 KM (4.0 MI) EAST OF
 LX7219'BRISTOL.  GO NORTH ON STATE HIGHWAY 177 FOR 1.4 KM (0.9 MI) TO
 LX7219'A CROSSROAD.  TURN LEFT AND GO WEST ON MOREA ROAD FOR 3.7 KM (1.4 MI)
 LX7219'TO A SIDE STREET LEFT AT A SIGN (NORTHEAST SCHOOL).  TURN
 LX7219'LEFT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO A DIRT ROAD LEFT.
 LX7219'TURN LEFT CROSSING THE CURB AND GO EAST FOR ABOUT 53.3 METERS
 LX7219'(175 FEET) TO THE MARK ON THE LEFT.
 LX7219'
 LX7219'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7219'STAMPED---SCHOOL NO 3 1981---,
 LX7219'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7219'53.34 METERS (175.0 FT) EAST FROM THE APPROXIMATE CENTER OF A
 LX7219'PAVED ROAD AND
 LX7219'8.1 METERS (26.6 FT) NORTH FROM THE APPROXIMATE CENTER OF A TRACK
 LX7219'ROAD.
 LX7219'
 LX7219'NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 LX7219'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3151 ***********************************************************************
 LX3151  DESIGNATION -  SCHOOLHOUSE HILL
 LX3151  PID         -  LX3151
 LX3151  STATE/COUNTY-  CT/HARTFORD
 LX3151  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3151
 LX3151                         *CURRENT SURVEY CONTROL
 LX3151  ___________________________________________________________________
 LX3151* NAD 83(1986)-  41 39 31.     (N)    072 40 51.     (W)     SCALED    
 LX3151* NAVD 88     -        74.858  (meters)     245.60   (feet)  ADJUSTED  
 LX3151  ___________________________________________________________________
 LX3151  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX3151  DYNAMIC HT  -          74.835 (meters)     245.52  (feet)  COMP
 LX3151  MODELED GRAV-     980,312.9   (mgal)                       NAVD 88
 LX3151
 LX3151  VERT ORDER  -  FIRST     CLASS II
 LX3151
 LX3151.The horizontal coordinates were scaled from a topographic map and have
 LX3151.an estimated accuracy of +/- 6 seconds.
 LX3151
 LX3151.The orthometric height was determined by differential leveling
 LX3151.and adjusted by the National Geodetic Survey in June 1991..
 LX3151
 LX3151.The geoid height was determined by GEOID03.
 LX3151
 LX3151.The dynamic height is computed by dividing the NAVD 88
 LX3151.geopotential number by the normal gravity value computed on the
 LX3151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3151.degrees latitude (g = 980.6199 gals.).
 LX3151
 LX3151.The modeled gravity was interpolated from observed gravity values.
 LX3151
 LX3151;                    North         East    Units  Estimated Accuracy
 LX3151;SPC CT       -   244,060.      310,560.      MT  (+/- 180 meters Scaled)
 LX3151
 LX3151                          SUPERSEDED SURVEY CONTROL
 LX3151
 LX3151.No superseded survey control is available for this station.
 LX3151
 LX3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM930144(NAD 83)
 LX3151_MARKER: DS = TRIANGULATION STATION DISK
 LX3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3151_SP_SET: CONCRETE POST
 LX3151_STAMPING: SCHOOLHOUSE HILL 1875 1935 1966 1972
 LX3151_MARK LOGO: NGS   
 LX3151_PROJECTION: PROJECTING 15 CENTIMETERS
 LX3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3151+STABILITY: SURFACE MOTION
 LX3151
 LX3151  HISTORY     - Date     Condition        Report By
 LX3151  HISTORY     - 1972     MONUMENTED       NGS
 LX3151  HISTORY     - 1986     GOOD             NGS
 LX3151
 LX3151                          STATION DESCRIPTION
 LX3151
 LX3151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3151'3.7 KM (2.3 MI) WEST FROM ROCKY HILL.
 LX3151'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF
 LX3151'STATE HIGHWAY 99 IN ROCKY HILL TO THE JUNCTION OF STATE HIGHWAY 3,
 LX3151'THENCE 0.2 KM (0.15 MI) WEST UPHILL TO THE MARK ON THE LEFT AT THE
 LX3151'POINT WHERE THE ROAD TURNS NORTH AND STARTS DOWNHILL.  IT IS 11.7
 LX3151'METERS (38.5 FT) WEST OF THE CENTER OF THE ROAD, 35.1 METERS
 LX3151'(115.4 FT) SOUTHEAST OF REFERENCE MARK NO. 3 AND 24.9 METERS (82.0 FT)
 LX3151'SOUTHWEST OF REFERENCE MARK NO. 1.
 LX3151'THE MARK IS 0.18 METERS  E FROM  A WITNESS POST
 LX3151'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7037 ***********************************************************************
 LX7037  DESIGNATION -  SCHOOLHOUSE HILL RESET
 LX7037  PID         -  LX7037
 LX7037  STATE/COUNTY-  CT/HARTFORD
 LX7037  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7037
 LX7037                         *CURRENT SURVEY CONTROL
 LX7037  ___________________________________________________________________
 LX7037* NAD 83(1996)-  41 39 31.21907(N)    072 40 51.31869(W)     ADJUSTED  
 LX7037* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 LX7037  ___________________________________________________________________
 LX7037  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LX7037  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX7037
 LX7037  HORZ ORDER  -  FIRST
 LX7037
 LX7037.The horizontal coordinates were established by classical geodetic methods
 LX7037.and adjusted by the National Geodetic Survey in August 1998..
 LX7037
 LX7037.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7037
 LX7037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7037
 LX7037.The geoid height was determined by GEOID03.
 LX7037
 LX7037;                    North         East     Units Scale Factor Converg.
 LX7037;SPC CT       -   244,064.003   310,554.185   MT  0.99998551   +0 02 44.9
 LX7037;SPC CT       -   800,733.32  1,018,876.52   sFT  0.99998551   +0 02 44.9
 LX7037;UTM  18      - 4,614,478.270   693,089.725   MT  1.00005883   +1 32 31.0
 LX7037
 LX7037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7037!SPC CT       -   0.99999282  x   0.99998551  =   0.99997833
 LX7037!UTM  18      -   0.99999282  x   1.00005883  =   1.00005165
 LX7037
 LX7037:                Primary Azimuth Mark                     Grid Az
 LX7037:SPC CT       -  HARTFORD NORTH METH CHURCH               001 35 24.7
 LX7037:UTM  18      -  HARTFORD NORTH METH CHURCH               000 05 38.6
 LX7037
 LX7037|---------------------------------------------------------------------|
 LX7037| PID    Reference Object                     Distance      Geod. Az  |
 LX7037|                                                           dddmmss.s |
 LX7037| LX6650 HARTFORD NORTH METH CHURCH          APPROX.13.8 KM 0013809.6 |
 LX7037| LX6660 TRAVELERS TOWER                     APPROX.11.8 KM 0031901.1 |
 LX7037| CZ7903 SCHOOLHOUSE HILL RM 2                22.580 METERS 00446     |
 LX7037| LX6666 HARTFORD COLTS WEST ELEV TANK       APPROX.10.9 KM 0074444.8 |
 LX7037| LX6668 HARTFORD COLTS EAST ELEV TANK       APPROX.10.9 KM 0083118.3 |
 LX7037| LX6670 HARTFORD LIGHT CO WEST TOWER        APPROX.10.6 KM 0102341.0 |
 LX7037| LX6671 HARTFORD LIGHT CO EAST TOWER        APPROX.11.0 KM 0120114.6 |
 LX7037| LX6672 HARTFORD LIGHT CO STACK             APPROX.10.4 KM 0130310.8 |
 LX7037| LX6625 EAST HARTFORD CONG CH TOWER         APPROX.12.6 KM 0135527.2 |
 LX7037| LX6629 EAST HARTFORD FIRST NATL TANK       APPROX.14.2 KM 0165355.3 |
 LX7037| LX7050 HARTFORD PRATT WHITNEY TANK         APPROX.10.7 KM 0194908.8 |
 LX7037| LX7046 E HARTFORD PRATT WHITNEY STACK      APPROX.10.6 KM 0200104.8 |
 LX7037| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 6.5 KM 0213809.0 |
 LX7037| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX.10.3 KM 0222134.4 |
 LX7037| LX7026 ROCKY HILL HOLLYWOOD CLUB GAB       APPROX. 2.1 KM 0362112.1 |
 LX7037| LX6588 S MANCHESTER CHENEY BROS STACK      APPROX.17.5 KM 0463826.1 |
 LX7037| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 8.2 KM 0471701.4 |
 LX7037| LX6763 GLASTONBURY WILLIAMS CO STACK       APPROX. 8.6 KM 0535043.0 |
 LX7037| LX7066 ROCKY HILL CATH CH SPIRE            APPROX. 3.2 KM 0755101.1 |
 LX7037| LX6776 GLASTONBURY OLDS GABLE              APPROX. 8.9 KM 0783820.1 |
 LX7037| LX7083 ROCKY HILL VET HOSPITAL E TK        APPROX. 2.4 KM 0914244.2 |
 LX7037| LX7016 ROCKY HILL VETERANS TANK            APPROX. 2.3 KM 0915621.3 |
 LX7037| CZ7899 SCHOOL HOUSE FP                                    0925748.8 |
 LX7037| CZ7904 SCHOOLHOUSE HILL RM 3                35.191 METERS 13351     |
 LX7037| CZ7902 SCHOOLHOUSE HILL RM 1                25.049 METERS 25123     |
 LX7037| LX7029 CEDAR CREST SANITARIUM TANK         APPROX. 5.9 KM 3360547.0 |
 LX7037| LX7118 SCHOOLHOUSE HILL RM 4 AZIMUTH       209.544 METERS 34948     |
 LX7037| LX7117 SCHOOLHOUSE HILL RM 4 TPT           203.918 METERS 34949     |
 LX7037| LX7040 WETHERSFIELD RIDGE RD SCH CUP       APPROX. 5.3 KM 3524355.4 |
 LX7037| LX6675 AETNA TOWER                         APPROX.12.1 KM 3553157.0 |
 LX7037| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX.11.7 KM 3592652.5 |
 LX7037|---------------------------------------------------------------------|
 LX7037
 LX7037                          SUPERSEDED SURVEY CONTROL
 LX7037
 LX7037  NAD 83(1996)-  41 39 31.21846(N)    072 40 51.31878(W) AD(       ) 1
 LX7037  NAD 83(1992)-  41 39 31.21854(N)    072 40 51.31882(W) AD(       ) 1
 LX7037  NAD 83(1992)-  41 39 31.22029(N)    072 40 51.32047(W) AD(       ) 1
 LX7037  NAD 83(1986)-  41 39 31.22050(N)    072 40 51.32044(W) AD(       ) 1
 LX7037  NAD 27      -  41 39 30.85600(N)    072 40 52.98100(W) AD(       ) 1
 LX7037  NGVD 29 (07/19/86)   75.5    (m)          248.     (f) VERT ANG       
 LX7037
 LX7037.Superseded values are not recommended for survey control.
 LX7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7037.See file dsdata.txt to determine how the superseded data were derived.
 LX7037
 LX7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9309014478(NAD 83)
 LX7037
 LX7037  HISTORY     - Date     Condition        Report By
 LX7037  HISTORY     - 1972     MONUMENTED       NGS
 LX7037  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX7037  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX7037  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7037  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7037  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX7037  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LX7037  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX7037
 LX7037                          STATION DESCRIPTION
 LX7037
 LX7037'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7037'STATION IS ON BARE HILL IN WESTERN PART OF ROCKY HILL TOWNSHIP,
 LX7037'ABOUT 8 MILES S OF HARTFORD.  THE LOCALITY IS KNOWN AS PUMPKIN
 LX7037'TOWN.  THE SPOT MAY BE REACHED BY WAY OF TURNPIKE FROM EITHER
 LX7037'HARTFORD OR MIDDLETOWN TO ROCKY HILL CENTER, THENCE W ABOUT
 LX7037'2 MILES.  THE LAND BELONGS TO PRUDENCE WRIGHT, WHOSE HOUSE IS
 LX7037'SE OF STATION, AT THE FOOT OF THE HILL.  J.P. PORTERS HOUSE
 LX7037'IS 1/4 MILE S OF THE STATION.  THE NE CORNER OF THE SCHOOLHOUSE
 LX7037'IS 221 FEET 10 INCHES.  HICKORY STUB WITH COPPER TACK IS W, 81
 LX7037'FEET 3-1/2 INCHES AND TRIANGLE AND COPPER TACK IN TRUNK OF
 LX7037'SMALL APPLE TREE IS 37 FEET 9 INCHES FROM STATION.
 LX7037'
 LX7037'STATION MARKED BY DRILL HOLE IN A ROCK 2 BY 2-1/2 BY 2 FEET,
 LX7037'BURIED 2 FEET IN GROUND.  DRILL HOLE WAS FILLED WITH LEAD.  IN
 LX7037'1891 W.C. HODGKINS RECOVERED THE STATION.  THE APPLE TREE AND
 LX7037'HICKORY STUB WERE BOTH GONE.  THE STATION MARK WAS EASILY
 LX7037'RECOVERED.  THE LAND AT THAT TIME BELONGED TO G.W. CODAIR.
 LX7037
 LX7037                          STATION RECOVERY (1934)
 LX7037
 LX7037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ARP)
 LX7037'TO REACH FROM ROCKY HILL CENTER, GO W ON ELM STREET, STATE
 LX7037'HIGHWAY 160, ABOUT 2 MILES TO ITS INTERSECTION WITH MAPLE
 LX7037'STREET AND NEW BRITAIN AVENUE.  STATION IS ABOUT 625 FEET S
 LX7037'OF NEW BRITAIN AVENUE AND 700 FEET W OF MAPLE STREET, ON LAND
 LX7037'NOW OWNED BY ANTHONY KUS.  THE SCHOOLHOUSE HAS BEEN REMOVED
 LX7037'AND THE WALLS RAZED SO THAT THE NE CORNER IS INDETERMINATE,
 LX7037'BUT THE DISTANCE CHECKS APPROXIMATELY.
 LX7037'
 LX7037'A NEW SCHOOLHOUSE IS NOW LOCATED SE OF STATION ON THE NE
 LX7037'CORNER OF ELM AND MAPLE STREETS.
 LX7037'
 LX7037'THE DRILL HOLE IN ROCK BURIED 2 FEET IN GROUND WAS RECOVERED,
 LX7037'AND TWO NEW REFERENCE MARKS WERE ESTABLISHED AS FOLLOWS--4
 LX7037'COPPER NAILS 5 FEET ABOVE GROUND IN 30-INCH CHERRY TREE,
 LX7037'DISTANT 107 FEET AND 10-1/2 INCHES, MAGNETIC BEARING S. 51 DEG
 LX7037'30 MIN W. OF STATION.  AND 4 COPPER NAILS 4 FEET 6 INCHES ABOVE
 LX7037'GROUND IN 7-INCH ELM TREE, DISTANT 79 FEET 10 INCHES, MAGNETIC
 LX7037'BEARING N. 77 DEG W. OF STATION.
 LX7037
 LX7037                          STATION RECOVERY (1935)
 LX7037
 LX7037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7037'THE OLD STATION WAS RECOVERED AAS DESCRIBED AND REMARKED AS
 LX7037'FOLLOWS--A STANDARD DISK WAS SET IN THE TOP OF A 12- BY
 LX7037'12- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT
 LX7037'25 METERS E OF AN OLD STONE FENCE LINE AND ABOUT 6 METERS
 LX7037'N OF A ROW OF GRAPE VINES.  THE SUB-SURFACE MARK IS A STANDARD
 LX7037'DISK SET IN THE TOP OF AN 8- BY 8- BY 10-INCH CONCRETE BLOCK IN
 LX7037'SOFT ROCK BELOW THE BASE OF THE SURFACE MARK.  THE STATION IS
 LX7037'REACHED FROM ROCKY HILL CENTER, GO WESTERLY ALONG ELM STREET
 LX7037'2.1 FROM ROUTE 9 TO THE INTERSECTION.  AT THE SCHOOLHOUSE,
 LX7037'CONTINUE UP THE FARM ROAD 0.15 MILE TO THE TOP OF THE
 LX7037'HILL.  THE STATION IS ON THE HIGHEST PART OF THE HILL.
 LX7037'
 LX7037'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF AN
 LX7037'8- BY 8- BY 30-INCH CONCRETE POST SET FLUSH WITH THE GROUND ON
 LX7037'THE E SIDE OF THE OLD STONE FENCE AND IS S 85 DEG W OF THE STATION.
 LX7037'
 LX7037'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN THE TOP OF AN
 LX7037'8- BY 8- BY 30-INCH CONCRETE POST IN THE HEDGE ROW ON THE
 LX7037'NORTHERLY SIDE OF THE HILL AND IS N 20 DEG E OF THE
 LX7037'STATION.  PROPERTY IS OWNED BY ANTHONY KUS.
 LX7037
 LX7037                          STATION RECOVERY (1971)
 LX7037
 LX7037'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX7037'THE STATION WAS FOUND IN FAIR CONDITION.  REFERENCE MARK 1
 LX7037'1875 1935 IS NOT STABLE.  REFERENCE MARK 2 WAS DESTROYED BY
 LX7037'EXCAVATION.  THE DESCRIPTION IS ADEQUATE, BUT THE PROPERTY IS
 LX7037'NOW OWNED BY H. RUGAK.
 LX7037
 LX7037                          STATION RECOVERY (1972)
 LX7037
 LX7037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX7037'STATION MARK AND RM NO.1 WERE RECOVERED.  RM NO.2 HAS BEEN
 LX7037'DESTROYED.  STATION MARK WAS SUSPECTED TO BE NOT PLUMB WITH
 LX7037'UNDERGROUND MARK, SO THE MONUMENT WAS REMOVED AND UNDERGROUND
 LX7037'MARK RECOVERED, AND SURFACE MARK WAS FOUND TO HAVE BEEN OUT
 LX7037'OF PLUMB TO THE WEST ONLY 3/16-INCH.  IT WAS THEN RESET, PLUMB
 LX7037'OVER CENTER POINT OF UNDERGROUND MARK, AND RE-ENFORCED WITH A
 LX7037'MASS OF CEMENT.  A NEW RM, NO.3, WAS ESTABLISHED.  DISTANCE TO
 LX7037'RM NO.1 CHECKED VERY CLOSELY, HOWEVER THE ANGLE WAS FOUND TO
 LX7037'BE 2 FEET 35 INCHES GREATER THAN OLD ANGLE.  A COMPLETE
 LX7037'DESCRIPTION FOLLOWS--
 LX7037'
 LX7037'STATION IS LOCATED ON PROPERTY OF MR. HARRY RUGAR, ON NORTH
 LX7037'SLOPE OF BARE HILL.
 LX7037'
 LX7037'TO REACH STATION FROM THE CROSSROAD INTERSECTION OF STATE
 LX7037'HIGHWAY 99 AND 160 IN ROCKY HILL, GO WEST ON STATE HIGHWAY
 LX7037'160 (ELM ST.) FOR 2.1 MILES TO CROSSROAD JUNCTION OF STATE
 LX7037'HIGHWAY 3.  CONTINUE AHEAD, WEST, ON ELM ST. EXTENSION, UPHILL,
 LX7037'FOR 0.15 MILE TO MR. RUGARS HOME AND STATION JUST BEYOND.
 LX7037'
 LX7037'STATION MARK IS A STANDARD DISK STAMPED SCHOOLHOUSE HILL 1875
 LX7037'1935 1966 1972, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 LX7037'MONUMENT PROJECTING 6 INCHES.  IT IS 83.7 FEET NORTHEAST OF
 LX7037'NORTHEAST CORNER OF THE NORTH 1 OF 2 SMALL RED OUT-BUILDINGS,
 LX7037'118 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HIGH HEDGE
 LX7037'AROUND MR. RUGARS HOUSE, 90 FEET EAST OF A TREE ROW, AND 21 FEET
 LX7037'SOUTHWEST OF EDGE OF TRACK ROAD.
 LX7037'
 LX7037'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED SCHOOLHOUSE
 LX7037'HILL NO 1 1875 1935, SET IN THE TOP OF AN 8-INCH-SQUARE, CONCRETE
 LX7037'MONUMENT PROJECTING 3 INCHES.  IT IS ON HIGHEST POINT OF
 LX7037'HILL, 60 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF THE SMALL
 LX7037'RED BUILDING AND 7-1/2 FEET EAST OF THE TREE ROW.
 LX7037'
 LX7037'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED
 LX7037'SCHOOLHOUSE HILL 1875 NO 3 1972, SET IN THE TOP OF A 10-INCH-
 LX7037'DIAMETER, CONCRETE MONUMENT FLUSH WITH LAWN, AT EAST EDGE OF
 LX7037'DRIVEWAY, 3 FEET NORTHWEST OF NORTHWEST CORNER OF THE HEDGE, 57.0
 LX7037'FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF MR. RUGARS HOUSE AND
 LX7037'35.2 FEET WEST-SOUTHWEST OF A FLAGPOLE.
 LX7037'
 LX7037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7037'2 MILES WEST OF ROCKY HILL.
 LX7037
 LX7037                          STATION RECOVERY (1973)
 LX7037
 LX7037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX7037'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND
 LX7037'FOUND IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS AND THE
 LX7037'DISTANCE TO THE RMS CHECKED THE 1972 DATA ADEQUATELY.  A NEW
 LX7037'REFERENCE MARK 4 WAS ESTABLISHED AT THIS DATE AND SERVES AS AN
 LX7037'AZIMUTH MARK.
 LX7037'
 LX7037'THE 1972 DESCRIPTION IS COMPLETELY ADEQUATE.
 LX7037'
 LX7037'TO REACH REFERENCE MARK 4 FROM THE STATION, GO NORTH ON A
 LX7037'GRAVEL ROAD FOR 0.35 MILE TO THE MARK ON THE LEFT.
 LX7037'
 LX7037'REFERENCE MARK 4, A STANDARD DISK STAMPED SCHOOLHOUSE HILL
 LX7037'1875 NO 4 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX7037'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE.  IT
 LX7037'IS 46 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 160, 16 FEET
 LX7037'WEST OF THE CENTER OF A PAVED ROAD AND 2.4 FEET SOUTHEAST OF
 LX7037'A POWERLINE POLE.
 LX7037'
 LX7037'MR. HARRY RUGAR TELEPHONE NUMBER IS 529-1784.
 LX7037'
 LX7037'HEIGHT OF LIGHT ABOVE STATION MARK 72.5 FEET.
 LX7037'
 LX7037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7037'ROCKY HILL.
 LX7037
 LX7037                          STATION RECOVERY (1978)
 LX7037
 LX7037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7037'THE STATION MARK, REFERENCE MARKS 1, 3, AND 4 WERE RECOVERED
 LX7037'AND IN GOOD CONDITION AS DESCRIBED IN 1973 WITH THE FOLLOWING
 LX7037'EXCEPTIONS.  REFERENCE MARK 1 IS LEANING AND THE DIRECTION
 LX7037'WAS SMALLER BY 1.74 MINUTES AND THE DISTANCE WAS LONGER BY
 LX7037'BY 0.040 METER.  THE DISTANCE AND DIRECTION TO REFERENCE
 LX7037'MARK 3 AND THE DIRECTION TO REFERENCE MARK 4 COMPARED
 LX7037'FAVORABLY WITH THE 1973 DATA.
 LX7037'THE DIRECTION BETWEEN REFERENCE MARKS
 LX7037'3 AND 1 WAS SMALLER BY 2.28 MINUTES AND THE DISTANCE WAS
 LX7037'LONGER BY 0.011 METER.  A NEW AND COMPLETE DESCRIPTION
 LX7037'FOLLOWS.
 LX7037'
 LX7037'A TRAVERSE CONNECTION WAS MADE TO SCHOOLHOUSE HILL
 LX7037'RM 4 USING ELECTRONIC DISTANCE EQUIPMENT.  IT WAS
 LX7037'NOTED THAT THE APPROXIMATE DISTANCE IN 1973 WAS
 LX7037'LONGER BY 0.22 MILE.
 LX7037'
 LX7037'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF HARTFORD,
 LX7037'4 MILES NORTHEAST OF BERLIN, 2-1/4 MILES WEST OF ROCKY
 LX7037'HILL, IN THE WESTERN PART OF ROCKY
 LX7037'HILL TOWNSHIP AND ON PROPERTY OWNED BY MR. HARRY RUGAR, WHOSE
 LX7037'RESIDENCE IS NEAR THE STATION SITE.
 LX7037'
 LX7037'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 LX7037'99 AND 160 IN ROCKY HILL, GO WEST ON STATE HIGHWAY 160
 LX7037'(ELM STREET) FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 3.
 LX7037'CONTINUE WESTERLY ON ELM STREET EXTENSION, UPHILL, FOR 0.15
 LX7037'MILE TO MR. RUGARS HOME ON THE RIGHT.  TURN RIGHT,
 LX7037'NORTHERLY, FOR 0.05 MILE TO THE STATION ON THE LEFT.
 LX7037'TO REACH REFERENCE MARK 4 CONTINUE NORTHERLY ON THE GRAVELED
 LX7037'ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 LX7037'
 LX7037'THE STATION MARK IS A STANDARD DISK
 LX7037'STAMPED---SCHOOLHOUSE HILL 1875 1935 1966 1972---, SET IN
 LX7037'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 LX7037'INCHES ABOVE THE GROUND SURFACE AND HAS A METAL ROD DRIVEN
 LX7037'NEXT TO THE MONUMENT.  IT IS 118 FEET NORTHWEST OF THE
 LX7037'NORTHWEST CORNER OF THE HEDGE AROUND MR. RUGARS HOUSE, 90 FEET
 LX7037'EAST OF A TREE ROW, 83.7 FEET NORTHEAST OF THE NORTHEAST
 LX7037'CORNER OF THE NORTH
 LX7037'1 OF 2 SMALL BUILDINGS AND 31 FEET SOUTHWEST OF THE CENTER
 LX7037'OF A TRACK ROAD.  THE UNDERGROUND MARK IS A STANDARD
 LX7037'DISK SET IN THE TOP OF AN 8 BY 8 BY 10-INCH CONCRETE BLOCK
 LX7037'SET IN SOFT ROCK BELOW THE BASE OF THE SURFACE MARK.  THE
 LX7037'1935 DESCRIPTION DID NOT DESCRIBE THE STAMPING.
 LX7037'
 LX7037'REFERENCE MARK 1 IS A STANDARD DISK
 LX7037'STAMPED---SCHOOLHOUSE HILL NO 1 1875 1935---, SET IN THE TOP
 LX7037'OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 LX7037'ABOVE THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT OF
 LX7037'THE HILL, 60 FEET NORTH-NORTHWEST OF THE NORTHWEST
 LX7037'CORNER OF A SMALL BUILDING AND 7.5 FEET EAST OF A TREE ROW.
 LX7037'
 LX7037'REFERENCE MARK 3 IS A STANDARD DISK
 LX7037'STAMPED---SCHOOLHOUSE HILL NO 3 1875 1972---, SET IN THE TOP
 LX7037'OF AN 8-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 LX7037'WITH THE GROUND SURFACE.  IT IS 35.2 FEET WEST-SOUTHWEST OF
 LX7037'A FLAGPOLE, 11 FEET EAST OF THE CENTER OF A DIRT ROAD AND 2.6
 LX7037'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HEDGE.
 LX7037'
 LX7037'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---SCHOOLHOUSE
 LX7037'HILL 1875 NO 4 1973---, SET IN THE TOP OF
 LX7037'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 LX7037'THE SURFACE OF THE GROUND AND HAS A METAL ROD DRIVEN NEXT
 LX7037'TO THE MONUMENT.  IT IS 46 FEET SOUTH OF THE CENTER
 LX7037'OF STATE HIGHWAY 160, 16 FEET WEST OF THE CENTER OF A PAVED
 LX7037'ROAD AND 2.4 FEET SOUTHEAST OF A POWER LINE POLE.
 LX7037'
 LX7037'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.4 METERS.
 LX7037'
 LX7037'DESCRIBED BY G.M. RIVERS III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7118 ***********************************************************************
 LX7118  DESIGNATION -  SCHOOLHOUSE HILL RM 4 AZIMUTH
 LX7118  PID         -  LX7118
 LX7118  STATE/COUNTY-  CT/HARTFORD
 LX7118  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7118
 LX7118                         *CURRENT SURVEY CONTROL
 LX7118  ___________________________________________________________________
 LX7118* NAD 83(1996)-  41 39 37.90368(N)    072 40 52.92233(W)     ADJUSTED  
 LX7118* NAVD 88     -        60.9    (meters)     200.     (feet)  VERTCON   
 LX7118  ___________________________________________________________________
 LX7118  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LX7118  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX7118
 LX7118  HORZ ORDER  -  SECOND
 LX7118
 LX7118.The horizontal coordinates were established by classical geodetic methods
 LX7118.and adjusted by the National Geodetic Survey in August 1998..
 LX7118
 LX7118.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7118
 LX7118.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7118
 LX7118.The geoid height was determined by GEOID03.
 LX7118
 LX7118;                    North         East     Units Scale Factor Converg.
 LX7118;SPC CT       -   244,270.203   310,516.919   MT  0.99998559   +0 02 43.8
 LX7118;SPC CT       -   801,409.82  1,018,754.26   sFT  0.99998559   +0 02 43.8
 LX7118;UTM  18      - 4,614,683.441   693,047.085   MT  1.00005863   +1 32 30.1
 LX7118
 LX7118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7118!SPC CT       -   0.99999506  x   0.99998559  =   0.99998065
 LX7118!UTM  18      -   0.99999506  x   1.00005863  =   1.00005369
 LX7118
 LX7118                          SUPERSEDED SURVEY CONTROL
 LX7118
 LX7118  NAD 83(1996)-  41 39 37.90306(N)    072 40 52.92243(W) AD(       ) 2
 LX7118  NAD 83(1992)-  41 39 37.90314(N)    072 40 52.92247(W) AD(       ) 2
 LX7118  NAD 83(1992)-  41 39 37.90490(N)    072 40 52.92411(W) AD(       ) 2
 LX7118  NAD 83(1986)-  41 39 37.90513(N)    072 40 52.92413(W) AD(       ) 2
 LX7118  NAD 27      -  41 39 37.54173(N)    072 40 54.58501(W) AD(       ) 2
 LX7118  NGVD 29 (07/19/86)   61.2    (m)          201.     (f) VERT ANG       
 LX7118
 LX7118.Superseded values are not recommended for survey control.
 LX7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7118.See file dsdata.txt to determine how the superseded data were derived.
 LX7118
 LX7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9304714683(NAD 83)
 LX7118_MARKER: Z = SEE DESCRIPTION
 LX7118_SETTING: 0 = UNSPECIFIED SETTING
 LX7118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7118
 LX7118  HISTORY     - Date     Condition        Report By
 LX7118  HISTORY     - 1978     MONUMENTED       NGS
 LX7118
 LX7118                          STATION DESCRIPTION
 LX7118
 LX7118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7118'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF HARTFORD, 4-1/4
 LX7118'MILES NORTHEAST OF BERLIN, 2-1/4 MILES WEST OF ROCKY HILL AND
 LX7118'ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY.
 LX7118'
 LX7118'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX7118'SCHOOLHOUSE HILL 1875, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX7118'
 LX7118'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 LX7118'99 AND 160 IN ROCKY HILL, GO WEST ON STATE HIGHWAY 160
 LX7118'(ELM STREET) FOR 2.1 MILES TO THE JUNCTION OF STATE HIGHWAY 3,
 LX7118'CONTINUE WESTERLY ON ELM STREET EXTENSION, UPHILL, FOR 0.15
 LX7118'MILE TO MR. RUGARS RESIDENCE ON THE RIGHT.  TURN RIGHT,
 LX7118'NORTHERLY, ON THE GRAVELED DRIVEWAY FOR 0.05 MILE TO
 LX7118'TRIANGULATION STATION SCHOOLHOUSE HILL 1875 ON THE LEFT,
 LX7118'CONTINUE NORTHERLY ON THE GRAVELED ROAD FOR 0.25
 LX7118'MILE TO THE STATION ON THE RIGHT.
 LX7118'
 LX7118'THE STATION MARK IS A STANDARD REFERENCE MARK DISK,
 LX7118'STAMPED---SCHOOLHOUSE HILL 1875 NO 4 1973---, SET IN THE
 LX7118'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 LX7118'INCHES BELOW THE GROUND SURFACE AND HAS A METAL ROD DRIVEN
 LX7118'NEXT OT THE MONUMENT.  IT IS 46 FEET SOUTH OF THE
 LX7118'CENTER OF STATE HIGHWAY 160, 16 FEET WEST OF THE CENTER
 LX7118'OF A PAVED ROAD AND 2.4 FEET SOUTHEAST OF A POWER LINE POLE.
 LX7118'
 LX7118'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.3 METERS.
 LX7118'
 LX7118'DESCRIBED BY G.M. RIVERS III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6165 ***********************************************************************
 LX6165  DESIGNATION -  SCHUBERT
 LX6165  PID         -  LX6165
 LX6165  STATE/COUNTY-  CT/MIDDLESEX
 LX6165  USGS QUAD   -  HADDAM (1971)
 LX6165
 LX6165                         *CURRENT SURVEY CONTROL
 LX6165  ___________________________________________________________________
 LX6165* NAD 83(1996)-  41 22 31.48198(N)    072 34 03.77096(W)     ADJUSTED  
 LX6165* NAVD 88     -       148.3    (meters)     487.     (feet)  VERTCON   
 LX6165  ___________________________________________________________________
 LX6165  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX6165  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6165
 LX6165  HORZ ORDER  -  FIRST
 LX6165
 LX6165.The horizontal coordinates were established by classical geodetic methods
 LX6165.and adjusted by the National Geodetic Survey in August 1998..
 LX6165
 LX6165.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6165
 LX6165.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6165
 LX6165.The geoid height was determined by GEOID03.
 LX6165
 LX6165;                    North         East     Units Scale Factor Converg.
 LX6165;SPC CT       -   212,618.287   320,049.703   MT  0.99998694   +0 07 15.1
 LX6165;SPC CT       -   697,565.16  1,050,029.73   sFT  0.99998694   +0 07 15.1
 LX6165;UTM  18      - 4,583,287.318   703,401.730   MT  1.00010918   +1 36 29.8
 LX6165
 LX6165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6165!SPC CT       -   0.99998144  x   0.99998694  =   0.99996838
 LX6165!UTM  18      -   0.99998144  x   1.00010918  =   1.00009062
 LX6165
 LX6165:                Primary Azimuth Mark                     Grid Az
 LX6165:SPC CT       -  HIDDEN                                   004 21 16.8
 LX6165:UTM  18      -  HIDDEN                                   002 52 02.1
 LX6165
 LX6165|---------------------------------------------------------------------|
 LX6165| PID    Reference Object                     Distance      Geod. Az  |
 LX6165|                                                           dddmmss.s |
 LX6165| LX6151 HIDDEN                              APPROX. 5.2 KM 0042831.9 |
 LX6165| CZ7905 SCHUBERT RM 1                        29.376 METERS 10509     |
 LX6165| LX6198 KILLINGWORTH CONG CH DOME           APPROX. 1.4 KM 1730012.5 |
 LX6165| CZ7906 SCHUBERT RM 2                        22.306 METERS 29830     |
 LX6165| LX6169 KILLINGWORTH ATT MICROWAVE          APPROX. 6.7 KM 3330115.4 |
 LX6165|---------------------------------------------------------------------|
 LX6165
 LX6165                          SUPERSEDED SURVEY CONTROL
 LX6165
 LX6165  NAD 83(1992)-  41 22 31.48113(N)    072 34 03.77078(W) AD(       ) 1
 LX6165  NAD 83(1986)-  41 22 31.48320(N)    072 34 03.77364(W) AD(       ) 1
 LX6165  NAD 27      -  41 22 31.12875(N)    072 34 05.44701(W) AD(       ) 1
 LX6165  NGVD 29 (07/19/86)  148.6    (m)          488.     (f) VERT ANG       
 LX6165
 LX6165.Superseded values are not recommended for survey control.
 LX6165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6165.See file dsdata.txt to determine how the superseded data were derived.
 LX6165
 LX6165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0340283287(NAD 83)
 LX6165_MARKER: Z = SEE DESCRIPTION
 LX6165_SETTING: 0 = UNSPECIFIED SETTING
 LX6165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6165
 LX6165  HISTORY     - Date     Condition        Report By
 LX6165  HISTORY     - 1976     MONUMENTED       NGS
 LX6165  HISTORY     - 19970204 MARK NOT FOUND   USPSQD
 LX6165
 LX6165                          STATION DESCRIPTION
 LX6165
 LX6165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6165'THE STATION IS ABOUT 1-1/4 MILES NORTH OF THE JUNCTION OF STATE
 LX6165'HIGHWAYS 80 AND 81, 1 MILE SOUTH OF THE JUNCTION OF STATE
 LX6165'HIGHWAYS 81 AND 148, 1/4 MILE WEST OF STATE HIGHWAY 81, ON
 LX6165'COCKAPONSET STATE FOREST LAND AND AT THE SITE OF A FIRE TOWER
 LX6165'THAT HAS BEEN TORN DOWN.
 LX6165'
 LX6165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 80 AND
 LX6165'81 IN KILLINGWORTH, GO NORTH ON HIGHWAY 81 FOR 1.05 MILES TO
 LX6165'THE JUNCTION OF FIRE TOWER ROAD ON THE LEFT.  TURN LEFT AND GO
 LX6165'NORTHWEST ON FIRE TOWER ROAD FOR 0.1 MILE TO A GRAVELED ROAD
 LX6165'LEFT AND A SIGN (COCKAPONSET STATE FOREST) ON THE LEFT.  TURN
 LX6165'LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A SIDE
 LX6165'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON THE GRAVELED ROAD
 LX6165'FOR 0.1 MILE TO A CIRCLE DRIVE AROUND THE SITE OF AN ABANDONED
 LX6165'FIRE TOWER (ONLY THE CONCRETE FOUNDATION FOR THE LEGS
 LX6165'REMAINS) AND THE STATION AS DESCRIBED.
 LX6165'
 LX6165'STATION MARK, STAMPED---SCHUBERT 1976---, IS A STANDARD DISK
 LX6165'CEMENTED IN A DRILL HOLE IN THE CONCRETE FOUNDATION WHICH
 LX6165'SUPPORTED THE NORTHWEST LEG OF THE FIRE TOWER AND PROJECTS
 LX6165'ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 44.5 FEET
 LX6165'NORTHEAST OF A 6-INCH CEDAR TREE, 40.5 FEET NORTH-NORTHWEST OF
 LX6165'A 16-INCH SPRUCE TREE AND 37 FEET SOUTH OF CENTER OF THE NORTH
 LX6165'PART OF THE CIRCLE DRIVE.
 LX6165'
 LX6165'REFERENCE MARK 1, STAMPED---SCHUBERT NO 1 1976---, IS A
 LX6165'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 LX6165'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 74
 LX6165'FEET EAST OF THE SOUTHEAST LEG FOUNDATION OF THE FIRE TOWER, 67
 LX6165'FEET EAST OF A 14-INCH SPRUCE TREE, 39 FEET EAST-SOUTHEAST OF
 LX6165'THE CENTER OF
 LX6165'THE EAST PART OF THE CIRCLE DRIVE AND 11 FEET EAST OF A METAL
 LX6165'WITNESS POST.
 LX6165'
 LX6165'REFERENCE MARK 2, STAMPED---SCHUBERT NO 2 1976---, IS A
 LX6165'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 LX6165'PROJECTS ABOUT 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 83
 LX6165'FEET NORTHWEST OF THE SOUTHWEST LEG FOUNDATION OF THE FIRE
 LX6165'TOWER, 32 FEET NORTHWEST OF CENTER OF THE WEST PART OF
 LX6165'THE CIRCLE DRIVE,
 LX6165'3.5 FEET NORTHEAST OF A METAL WITNESS POST AND 3 FEET SOUTH
 LX6165'OF A 14-INCH SPRUCE TREE.
 LX6165'
 LX6165'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 29.5 METERS.
 LX6165'
 LX6165'DESCRIBED BY EDWARD L. WORD.
 LX6165
 LX6165                          STATION RECOVERY (1997)
 LX6165
 LX6165'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6005 ***********************************************************************
 LX6005  DESIGNATION -  SCHWARZ YELLOW CHIMNEY
 LX6005  PID         -  LX6005
 LX6005  STATE/COUNTY-  CT/MIDDLESEX
 LX6005  USGS QUAD   -  DEEP RIVER (1971)
 LX6005
 LX6005                         *CURRENT SURVEY CONTROL
 LX6005  ___________________________________________________________________
 LX6005* NAD 83(1996)-  41 25 37.65896(N)    072 26 49.41217(W)     ADJUSTED  
 LX6005* NAVD 88     -                                                        
 LX6005  ___________________________________________________________________
 LX6005  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LX6005  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX6005
 LX6005  HORZ ORDER  -  THIRD
 LX6005
 LX6005.The horizontal coordinates were established by classical geodetic methods
 LX6005.and adjusted by the National Geodetic Survey in August 1998..
 LX6005
 LX6005
 LX6005.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6005
 LX6005.The geoid height was determined by GEOID03.
 LX6005
 LX6005;                    North         East     Units Scale Factor Converg.
 LX6005;SPC CT       -   218,390.155   330,122.927   MT  0.99998486   +0 12 03.1
 LX6005;SPC CT       -   716,501.70  1,083,078.30   sFT  0.99998486   +0 12 03.1
 LX6005;UTM  18      - 4,589,319.743   713,323.132   MT  1.00016006   +1 41 23.4
 LX6005
 LX6005                          SUPERSEDED SURVEY CONTROL
 LX6005
 LX6005  NAD 83(1992)-  41 25 37.65813(N)    072 26 49.41190(W) AD(       ) 4
 LX6005  NAD 83(1986)-  41 25 37.65993(N)    072 26 49.41469(W) AD(       ) 4
 LX6005  NAD 27      -  41 25 37.30000(N)    072 26 51.11900(W) AD(       ) 3
 LX6005
 LX6005.Superseded values are not recommended for survey control.
 LX6005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6005.See file dsdata.txt to determine how the superseded data were derived.
 LX6005
 LX6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1332389320(NAD 83)
 LX6005
 LX6005  HISTORY     - Date     Condition        Report By
 LX6005  HISTORY     - 1935     MONUMENTED       CGS
 LX6005  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6005
 LX6005                          STATION DESCRIPTION
 LX6005
 LX6005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6005'THE RESIDENCE OF MICHAEL SCHWARZ IS AT THE END OF A PRIVATE
 LX6005'RIGHT-OF-WAY TURNING EASTERLY FROM ROUTE 9, 0.5 MILE S OF THE
 LX6005'HADDAM-CHESTER TOWN LINE.  THE HOUSE IS 0.15 MILE E ON THIS
 LX6005'ROADWAY.
 LX6005'
 LX6005'IT IS A TWO-STORY L-SHAPED STRUCTURE WITH A GAMBREL ROOF.  A
 LX6005'ONE-STORY ENCLOSED SUN PORCH IS ATTACHED TO THE S SIDE NEAR THE
 LX6005'W WALL.  THREE GABLES SHOW.  A BROAD COBBLESTONE CHIMNEY RISES
 LX6005'THROUGH THE APEX OF THE S GABLE.  A SQUARE YELLOW BRICK CHIMNEY
 LX6005'IS AT THE W WALL IN LINE WITH THE RIDGEPOLE OF THE EASTERLY
 LX6005'WING.  THERE IS A BROAD PORCH ACROSS THE N GABLE OF THE HOUSE.
 LX6005'
 LX6005'CENTER IS THE CENTER LINE OF THE YELLOW CHIMNEY.
 LX6005
 LX6005                          STATION RECOVERY (1948)
 LX6005
 LX6005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6005'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5081 ***********************************************************************
 LX5081  DESIGNATION -  SCOTCH CAP LIGHT 1
 LX5081  PID         -  LX5081
 LX5081  STATE/COUNTY-  CT/NEW LONDON
 LX5081  USGS QUAD   -  UNCASVILLE (1984)
 LX5081
 LX5081                         *CURRENT SURVEY CONTROL
 LX5081  ___________________________________________________________________
 LX5081* NAD 83(1996)-  41 24 21.63922(N)    072 05 50.33580(W)     ADJUSTED  
 LX5081* NAVD 88     -                                                        
 LX5081  ___________________________________________________________________
 LX5081  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LX5081  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5081
 LX5081  HORZ ORDER  -  THIRD
 LX5081
 LX5081.The horizontal coordinates were established by classical geodetic methods
 LX5081.and adjusted by the National Geodetic Survey in August 1998..
 LX5081.No horizontal observational check was made to the station.
 LX5081
 LX5081
 LX5081.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5081
 LX5081.The geoid height was determined by GEOID03.
 LX5081
 LX5081;                    North         East     Units Scale Factor Converg.
 LX5081;SPC CT       -   216,206.658   359,374.681   MT  0.99998561   +0 25 58.0
 LX5081;SPC CT       -   709,338.01  1,179,048.43   sFT  0.99998561   +0 25 58.0
 LX5081;UTM  18      - 4,587,896.463   742,629.214   MT  1.00032454   +1 55 14.7
 LX5081
 LX5081                          SUPERSEDED SURVEY CONTROL
 LX5081
 LX5081  NAD 83(1992)-  41 24 21.63817(N)    072 05 50.33505(W) AD(       ) 4
 LX5081  NAD 83(1986)-  41 24 21.63900(N)    072 05 50.33883(W) AD(       ) 4
 LX5081  NAD 27      -  41 24 21.29000(N)    072 05 52.06200(W) AD(       ) 3
 LX5081
 LX5081.Superseded values are not recommended for survey control.
 LX5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5081.See file dsdata.txt to determine how the superseded data were derived.
 LX5081
 LX5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4262987896(NAD 83)
 LX5081_MARKER: 14 = NAVIGATION LIGHT
 LX5081
 LX5081  HISTORY     - Date     Condition        Report By
 LX5081  HISTORY     - 1960     FIRST OBSERVED   CGS
 LX5081  HISTORY     - 1966     GOOD             CGS
 LX5081  HISTORY     - 1984     GOOD             USPSQD
 LX5081  HISTORY     - 1989     GOOD             USPSQD
 LX5081
 LX5081                          STATION DESCRIPTION
 LX5081
 LX5081'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5081'THE STATION IS LOCATED IN THE THAMES RIVER ABOUT 2.6 MILES NORTH
 LX5081'OF THE GOLD STAR MEMORIAL BRIDGE.  THE LIGHT IS 23 FEET ABOVE THE
 LX5081'WATER ON A BLACK SKELETON TOWER ON A WHITE BASE, SURROUNDED BY
 LX5081'ROCKS.  THE LIGHT IS OPPOSITE THE NORTH END OF THE SUBMARINE
 LX5081'BASE, AND 0.3 MILE NORTH OF THE TYDOL FUEL DOCK.
 LX5081'
 LX5081'STATION IS THE CENTER OF THE LIGHT.
 LX5081
 LX5081                          STATION RECOVERY (1966)
 LX5081
 LX5081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WHS)
 LX5081'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX5081
 LX5081                          STATION RECOVERY (1984)
 LX5081
 LX5081'RECOVERY NOTE BY US POWER SQUADRON 1984 (JML)
 LX5081'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 LX5081
 LX5081                          STATION RECOVERY (1989)
 LX5081
 LX5081'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3050 ***********************************************************************
 LX3050  DESIGNATION -  SCOTLAND
 LX3050  PID         -  LX3050
 LX3050  STATE/COUNTY-  CT/WINDHAM
 LX3050  USGS QUAD   -  SCOTLAND (1983)
 LX3050
 LX3050                         *CURRENT SURVEY CONTROL
 LX3050  ___________________________________________________________________
 LX3050* NAD 83(1996)-  41 41 53.02708(N)    072 05 47.69274(W)     ADJUSTED  
 LX3050* NAVD 88     -       114.698  (meters)     376.31   (feet)  ADJUSTED  
 LX3050  ___________________________________________________________________
 LX3050  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 LX3050  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3050  DYNAMIC HT  -         114.658 (meters)     376.17  (feet)  COMP
 LX3050  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LX3050
 LX3050  HORZ ORDER  -  SECOND
 LX3050  VERT ORDER  -  FIRST     CLASS II
 LX3050
 LX3050.The horizontal coordinates were established by classical geodetic methods
 LX3050.and adjusted by the National Geodetic Survey in August 1998..
 LX3050
 LX3050.The orthometric height was determined by differential leveling
 LX3050.and adjusted by the National Geodetic Survey in June 1991..
 LX3050
 LX3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3050
 LX3050.The geoid height was determined by GEOID03.
 LX3050
 LX3050.The dynamic height is computed by dividing the NAVD 88
 LX3050.geopotential number by the normal gravity value computed on the
 LX3050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3050.degrees latitude (g = 980.6199 gals.).
 LX3050
 LX3050.The modeled gravity was interpolated from observed gravity values.
 LX3050
 LX3050;                    North         East     Units Scale Factor Converg.
 LX3050;SPC CT       -   248,642.341   359,190.797   MT  0.99998725   +0 25 59.7
 LX3050;SPC CT       -   815,754.08  1,178,445.14   sFT  0.99998725   +0 25 59.7
 LX3050;UTM  18      - 4,620,327.266   741,599.649   MT  1.00031835   +1 55 56.3
 LX3050
 LX3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3050!SPC CT       -   0.99998672  x   0.99998725  =   0.99997397
 LX3050!UTM  18      -   0.99998672  x   1.00031835  =   1.00030506
 LX3050
 LX3050|---------------------------------------------------------------------|
 LX3050| PID    Reference Object                     Distance      Geod. Az  |
 LX3050|                                                           dddmmss.s |
 LX3050| LX4732 SCOTLAND RM 1                         9.392 METERS 08857     |
 LX3050| LX3051 SCOTLAND RM 3 AZIMUTH                              0902324.9 |
 LX3050| LX4727 MONTY                               APPROX. 3.5 KM 1475245.8 |
 LX3050| CZ7907 SCOTLAND RM 2                         7.148 METERS 26938     |
 LX3050|---------------------------------------------------------------------|
 LX3050
 LX3050                          SUPERSEDED SURVEY CONTROL
 LX3050
 LX3050  NAD 83(1996)-  41 41 53.02632(N)    072 05 47.69235(W) AD(       ) 2
 LX3050  NAD 83(1992)-  41 41 53.02631(N)    072 05 47.69230(W) AD(       ) 2
 LX3050  NAD 83(1992)-  41 41 53.02690(N)    072 05 47.69318(W) AD(       ) 2
 LX3050  NAD 83(1986)-  41 41 53.02718(N)    072 05 47.69297(W) AD(       ) 2
 LX3050  NAD 27      -  41 41 52.67284(N)    072 05 49.41480(W) AD(       ) 2
 LX3050  NGVD 29 (07/19/86)  114.7    (m)          376.     (f) VERT ANG       
 LX3050
 LX3050.Superseded values are not recommended for survey control.
 LX3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3050.See file dsdata.txt to determine how the superseded data were derived.
 LX3050
 LX3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4160020327(NAD 83)
 LX3050_MARKER: DS = TRIANGULATION STATION DISK
 LX3050_SETTING: 66 = SET IN ROCK OUTCROP
 LX3050_SP_SET: ROCK OUTCROP
 LX3050_STAMPING: SCOTLAND 1974
 LX3050_MARK LOGO: NGS   
 LX3050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3050+STABILITY: POSITION/ELEVATION WELL
 LX3050
 LX3050  HISTORY     - Date     Condition        Report By
 LX3050  HISTORY     - 1975     MONUMENTED       NGS
 LX3050  HISTORY     - 1986     GOOD             NGS
 LX3050  HISTORY     - 19961117 GOOD             USPSQD
 LX3050
 LX3050                          STATION DESCRIPTION
 LX3050
 LX3050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX3050'THE STATION IS ABOUT 5 MILES SOUTH OF CLARKS CORNER, 3 MILES
 LX3050'EAST OF WINDHAM AND 0.85 MILE WEST OF SCOTLAND.  IT IS ON THE
 LX3050'NORTH SIDE OF STATE HIGHWAY 14 AND ON ROAD RIGHT-OF-WAY.
 LX3050'
 LX3050'TO REACH THE STATION FROM THE POST OFFICE IN SCOTLAND AND
 LX3050'THE JUNCTION OF STATE HIGHWAYS 14 AND 97, GO WEST ON STATE
 LX3050'HIGHWAY 14 FOR 0.7 MILE TO REFERENCE MARK 3 ON THE
 LX3050'LEFT.  CONTINUE WEST ON STATE HIGHWAY 14 FOR 0.15 MILE TO
 LX3050'THE STATION ON THE RIGHT.
 LX3050'
 LX3050'THE STATION MARK IS A STANDARD DISK STAMPED SCOTLAND 1974.  IT
 LX3050'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 LX3050'ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 55 FEET SOUTHEAST
 LX3050'OF A 20-INCH MAPLE TREE, 51 FEET NORTH OF POWER LINE POLE
 LX3050'NUMBER 53, 26 FEET WEST OF A 14-INCH TREE AND 16 FEET NORTH
 LX3050'OF THE CENTER OF STATE HIGHWAY 14.  NO UNDERGROUND MARK WAS SET.
 LX3050'
 LX3050'REFERENCE MARK 1, STAMPED SCOTLAND NO 1 1974, IS A STANDARD
 LX3050'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX3050'SURFACE.  IT IS 43 FEET NORTH OF POWER LINE POLE NUMBER 53,
 LX3050'18.5 FEET SOUTH OF THE 14-INCH TREE AND 14.5 FEET NORTH OF THE
 LX3050'CENTER OF THE HIGHWAY.
 LX3050'
 LX3050'REFERENCE MARK 2, STAMPED SCOTLAND NO 2 1974, IS A STANDARD
 LX3050'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX3050'SURFACE.  IT IS 67 FEET NORTHWEST OF POWER LINE POLE NUMBER 53,
 LX3050'33.5 FEET SOUTHEAST OF THE 20-INCH MAPLE TREE AND 17.5 FEET
 LX3050'NORTH OF THE CENTER OF THE HIGHWAY.
 LX3050'
 LX3050'REFERENCE MARK 3, STAMPED SCOTLAND NO 3 1974, IS A STANDARD
 LX3050'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND
 LX3050'SURFACE.  IT IS 33 FEET EAST OF POWER LINE POLE NUMBER 59,
 LX3050'22 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 14 AND 2.4 FEET
 LX3050'NORTHWEST OF A METAL WITNESS POST.
 LX3050'
 LX3050'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 LX3050
 LX3050                          STATION RECOVERY (1986)
 LX3050
 LX3050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3050'1.3 KM (0.8 MI) WEST FROM SCOTLAND.
 LX3050'1.3 KM (0.8 MI) WEST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3050'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE RIGHT IN TOP OF A
 LX3050'SMALL ROCK OUTCROP, 4.88 METERS (16.0 FT) NORTH OF THE CENTERLINE OF
 LX3050'THE HIGHWAY, 15.54 METERS (51.0 FT) NORTHWEST OF AND ACROSS THE
 LX3050'HIGHWAY FROM UTILITY POLE NO. 53.
 LX3050'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3050
 LX3050                          STATION RECOVERY (1996)
 LX3050
 LX3050'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3051 ***********************************************************************
 LX3051  DESIGNATION -  SCOTLAND RM 3 AZIMUTH
 LX3051  PID         -  LX3051
 LX3051  STATE/COUNTY-  CT/WINDHAM
 LX3051  USGS QUAD   -  SCOTLAND (1983)
 LX3051
 LX3051                         *CURRENT SURVEY CONTROL
 LX3051  ___________________________________________________________________
 LX3051* NAD 83(1986)-  41 41 52.     (N)    072 05 35.     (W)     SCALED    
 LX3051* NAVD 88     -        97.819  (meters)     320.93   (feet)  ADJUSTED  
 LX3051  ___________________________________________________________________
 LX3051  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3051  DYNAMIC HT  -          97.785 (meters)     320.82  (feet)  COMP
 LX3051  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LX3051
 LX3051  VERT ORDER  -  FIRST     CLASS II
 LX3051
 LX3051.The horizontal coordinates were scaled from a topographic map and have
 LX3051.an estimated accuracy of +/- 6 seconds.
 LX3051
 LX3051.The orthometric height was determined by differential leveling
 LX3051.and adjusted by the National Geodetic Survey in June 1991..
 LX3051
 LX3051.The geoid height was determined by GEOID03.
 LX3051
 LX3051.The dynamic height is computed by dividing the NAVD 88
 LX3051.geopotential number by the normal gravity value computed on the
 LX3051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3051.degrees latitude (g = 980.6199 gals.).
 LX3051
 LX3051.The modeled gravity was interpolated from observed gravity values.
 LX3051
 LX3051;                    North         East    Units  Estimated Accuracy
 LX3051;SPC CT       -   248,610.      359,490.      MT  (+/- 180 meters Scaled)
 LX3051
 LX3051                          SUPERSEDED SURVEY CONTROL
 LX3051
 LX3051.No superseded survey control is available for this station.
 LX3051
 LX3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM418203(NAD 83)
 LX3051_MARKER: DR = REFERENCE MARK DISK
 LX3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3051_SP_SET: CONCRETE POST
 LX3051_STAMPING: SCOTLAND NO 3 1974
 LX3051_MARK LOGO: NGS   
 LX3051_PROJECTION: FLUSH
 LX3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3051+STABILITY: SURFACE MOTION
 LX3051
 LX3051  HISTORY     - Date     Condition        Report By
 LX3051  HISTORY     - 1974     MONUMENTED       NGS
 LX3051  HISTORY     - 1986     GOOD             NGS
 LX3051  HISTORY     - 19961117 GOOD             USPSQD
 LX3051
 LX3051                          STATION DESCRIPTION
 LX3051
 LX3051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3051'1.0 KM (0.6 MI) WEST FROM SCOTLAND.
 LX3051'1.0 KM (0.65 MI) WEST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3051'CONGREGATIONAL CHURCH IN SCOTLAND TO THE MARK ON THE LEFT, 6.71 METERS
 LX3051'(22.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.06 METERS (33.0
 LX3051'FT) EAST OF UTILITY POLE NO. 59.
 LX3051'THE MARK IS 0.70 METERS  N FROM  A WITNESS POST
 LX3051'THE MARK IS 0.50 M BELOW HIGHWAY.
 LX3051
 LX3051                          STATION RECOVERY (1996)
 LX3051
 LX3051'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5523 ***********************************************************************
 LX5523  DESIGNATION -  SCOTT
 LX5523  PID         -  LX5523
 LX5523  STATE/COUNTY-  CT/NEW LONDON
 LX5523  USGS QUAD   -  NIANTIC (1983)
 LX5523
 LX5523                         *CURRENT SURVEY CONTROL
 LX5523  ___________________________________________________________________
 LX5523* NAD 83(1996)-  41 22 00.78441(N)    072 14 32.64616(W)     ADJUSTED  
 LX5523* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 LX5523  ___________________________________________________________________
 LX5523  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX5523  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5523
 LX5523  HORZ ORDER  -  FIRST
 LX5523
 LX5523.The horizontal coordinates were established by classical geodetic methods
 LX5523.and adjusted by the National Geodetic Survey in August 1998..
 LX5523
 LX5523.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5523
 LX5523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5523
 LX5523.The geoid height was determined by GEOID03.
 LX5523
 LX5523;                    North         East     Units Scale Factor Converg.
 LX5523;SPC CT       -   211,779.920   347,269.014   MT  0.99998736   +0 20 11.6
 LX5523;SPC CT       -   694,814.62  1,139,331.76   sFT  0.99998736   +0 20 11.6
 LX5523;UTM  18      - 4,583,155.572   730,638.894   MT  1.00025470   +1 49 23.7
 LX5523
 LX5523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5523!SPC CT       -   0.99998789  x   0.99998736  =   0.99997525
 LX5523!UTM  18      -   0.99998789  x   1.00025470  =   1.00024259
 LX5523
 LX5523:                Primary Azimuth Mark                     Grid Az
 LX5523:SPC CT       -  COOMBS                                   041 27 47.8
 LX5523:UTM  18      -  COOMBS                                   039 58 35.7
 LX5523
 LX5523|---------------------------------------------------------------------|
 LX5523| PID    Reference Object                     Distance      Geod. Az  |
 LX5523|                                                           dddmmss.s |
 LX5523| LX5539 COOMBS                              APPROX. 5.6 KM 0414759.4 |
 LX5523| LX5417 SEASIDE SANITARIUM ELEV TANK        APPROX.11.6 KM 1271305.2 |
 LX5523| CZ7909 SCOTT RM 1                           22.294 METERS 13108     |
 LX5523| LX5514 NIANTIC ST AGNES CATH CH SPIRE      APPROX. 6.2 KM 1443850.4 |
 LX5523| LX5519 EAST LYME STANDPIPE                 APPROX. 3.8 KM 1542647.9 |
 LX5523| CZ7910 SCOTT RM 2                           20.823 METERS 24852     |
 LX5523| CZ7908 SCOTT AZ MK                          58.424 METERS 30438     |
 LX5523|---------------------------------------------------------------------|
 LX5523
 LX5523                          SUPERSEDED SURVEY CONTROL
 LX5523
 LX5523  NAD 83(1992)-  41 22 00.78337(N)    072 14 32.64563(W) AD(       ) 1
 LX5523  NAD 83(1986)-  41 22 00.78497(N)    072 14 32.64937(W) AD(       ) 1
 LX5523  NAD 27      -  41 22 00.43439(N)    072 14 34.36619(W) AD(       ) 1
 LX5523  NGVD 29 (07/19/86)  107.9    (m)          354.     (f) VERT ANG       
 LX5523
 LX5523.Superseded values are not recommended for survey control.
 LX5523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5523.See file dsdata.txt to determine how the superseded data were derived.
 LX5523
 LX5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3063983156(NAD 83)
 LX5523_MARKER: DS = TRIANGULATION STATION DISK
 LX5523_SETTING: 66 = SET IN ROCK OUTCROP
 LX5523_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5523+STABILITY: POSITION/ELEVATION WELL
 LX5523
 LX5523  HISTORY     - Date     Condition        Report By
 LX5523  HISTORY     - 1975     MONUMENTED       NGS
 LX5523  HISTORY     - 19991228 MARK NOT FOUND   USPSQD
 LX5523
 LX5523                          STATION DESCRIPTION
 LX5523
 LX5523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5523'THE STATION IS LOCATED ABOUT 6 MILES WEST OF NEW LONDON, 4-1/2
 LX5523'MILES NORTHWEST OF NIANTIC, 4 MILES SOUTHWEST OF CHESTERFIELD
 LX5523'AND 1-3/4 MILES NORTHWEST OF FLANDERS.  IT IS ON THE PROPERTY
 LX5523'OF MR. WOODROW SCOTT, 32 SCOTT ROAD, EAST LYME, CONNECTICUT,
 LX5523'06333.  HIS TELEPHONE NUMBER IS 739-2529.
 LX5523'
 LX5523'TO REACH THE STATION FROM THE POST OFFICE IN EAST LYME, GO
 LX5523'WESTERLY ON STATE HIGHWAY 51 FOR 1.6 MILES TO SCOTT ROAD ON
 LX5523'THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON SCOTT ROAD FOR 0.4
 LX5523'MILE TO MR. SCOTTS HOME ON THE LEFT.  CONTINUE NORTHERLY ON
 LX5523'SCOTT ROAD FOR 0.5 MILE TO AN ORCHARD ROAD ON THE RIGHT, TURN
 LX5523'RIGHT AND GO EASTERLY ON THE ORCHARD ROAD FOR 0.2 MILE TO A
 LX5523'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE TRACK ROAD
 LX5523'FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO EASTERLY FOR
 LX5523'0.05 MILE TO THE EDGE OF THE ORCHARD AND A ROAD LEADING INTO
 LX5523'THE WOODS.  CONTINUE EASTERLY ON THE WOODS ROAD FOR 0.05
 LX5523'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 LX5523'
 LX5523'THE STATION MARK IS A STANDARD DISK STAMPED SCOTT 1975,
 LX5523'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH IS
 LX5523'FLUSH WITH THE GROUND SURFACE.  IT IS 66 FEET NORTH OF A TREE
 LX5523'WITH A WITNESS SIGN ATTACHED, 38 FEET WEST OF A TREE WITH A
 LX5523'WITNESS SIGN ATTACHED, 36 FEET SOUTHEAST OF A TWIN TRUNKED TREE
 LX5523'WITH A TRIANGULAR BLAZE AND 29 FEET NORTHEAST OF A TRIANGULAR
 LX5523'BLAZED OAK TREE.
 LX5523'
 LX5523'REFERENCE MARK 1, STAMPED SCOTT NO 1 1975, IS A STANDARD DISK
 LX5523'CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LX5523'WHICH IS ABOUT 8 BY 10 FEET AND PROJECTS ABOUT 7 FEET ABOVE
 LX5523'THE GROUND SURFACE.  IT IS 12 FEET NORTH OF A 2 INCH ELM TREE,
 LX5523'7 FEET SOUTHEAST OF A TWIN TRUNKED OAK TREE WITH A WITNESS
 LX5523'SIGN ATTACHED AND 3 FEET NORTHWEST OF A TRIPLE TRUNKED OAK TREE.
 LX5523'
 LX5523'REFERENCE MARK 2, STAMPED SCOTT NO 2 1975, IS A STANDARD
 LX5523'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LX5523'WHICH IS ABOUT 6 BY 8 FEET AND PROJECTS ABOUT 5 FEET ABOVE THE
 LX5523'GROUND SURFACE.  IT IS 51 FEET SOUTHWEST OF THE TWIN TRUNKED
 LX5523'BLAZED OAK TREE AND 40.5 FEET NORTHWEST OF AN 8-INCH BLAZED
 LX5523'OAK TREE.
 LX5523'
 LX5523'THE AZIMUTH MARK, STAMPED SCOTT AZ 1975, IS A STANDARD
 LX5523'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF
 LX5523'A BOULDER WHICH IS ABOUT 4 BY 9 FEET AND PROJECTS ABOUT 2 FEET
 LX5523'ABOVE THE GROUND SURFACE.  IT IS 14 FEET SOUTH OF A 10-INCH
 LX5523'ELM TREE, 7.0 FEET NORTH OF A METAL WITNESS POST AND 5.5 FEET
 LX5523'EAST OF A 10-INCH OAK TREE.
 LX5523'
 LX5523'HEIGHT OF LIGHT ABOVE STATION MARK 22.8 METERS.
 LX5523
 LX5523                          STATION RECOVERY (1999)
 LX5523
 LX5523'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6857 ***********************************************************************
 LX6857  DESIGNATION -  SCOVILL
 LX6857  PID         -  LX6857
 LX6857  STATE/COUNTY-  CT/MIDDLESEX
 LX6857  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6857
 LX6857                         *CURRENT SURVEY CONTROL
 LX6857  ___________________________________________________________________
 LX6857* NAD 83(1996)-  41 31 15.68895(N)    072 33 30.90136(W)     ADJUSTED  
 LX6857* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6857  ___________________________________________________________________
 LX6857  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX6857  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6857
 LX6857  HORZ ORDER  -  THIRD
 LX6857
 LX6857.The horizontal coordinates were established by classical geodetic methods
 LX6857.and adjusted by the National Geodetic Survey in August 1998..
 LX6857
 LX6857.The orthometric height was scaled from a topographic map.
 LX6857
 LX6857.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6857
 LX6857.The geoid height was determined by GEOID03.
 LX6857
 LX6857;                    North         East     Units Scale Factor Converg.
 LX6857;SPC CT       -   228,791.809   320,777.684   MT  0.99998316   +0 07 36.9
 LX6857;SPC CT       -   750,627.79  1,052,418.12   sFT  0.99998316   +0 07 36.9
 LX6857;UTM  18      - 4,599,476.330   703,709.032   MT  1.00011070   +1 37 08.2
 LX6857
 LX6857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6857!SPC CT       -   1.00000424  x   0.99998316  =   0.99998740
 LX6857!UTM  18      -   1.00000424  x   1.00011070  =   1.00011494
 LX6857
 LX6857:                Primary Azimuth Mark                     Grid Az
 LX6857:SPC CT       -  WHIT                                     014 16 25.0
 LX6857:UTM  18      -  WHIT                                     012 46 53.7
 LX6857
 LX6857|---------------------------------------------------------------------|
 LX6857| PID    Reference Object                     Distance      Geod. Az  |
 LX6857|                                                           dddmmss.s |
 LX6857| LX6869 WHIT                                APPROX. 1.5 KM 0142401.9 |
 LX6857| CZ7912 SCOVILL RM 2                         25.460 METERS 22159     |
 LX6857| CZ7911 SCOVILL RM 1                         10.420 METERS 32801     |
 LX6857|---------------------------------------------------------------------|
 LX6857
 LX6857                          SUPERSEDED SURVEY CONTROL
 LX6857
 LX6857  NAD 83(1992)-  41 31 15.68823(N)    072 33 30.90126(W) AD(       ) 3
 LX6857  NAD 83(1986)-  41 31 15.69012(N)    072 33 30.90361(W) AD(       ) 3
 LX6857  NAD 27      -  41 31 15.32600(N)    072 33 32.58400(W) AD(       ) 3
 LX6857
 LX6857.Superseded values are not recommended for survey control.
 LX6857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6857.See file dsdata.txt to determine how the superseded data were derived.
 LX6857
 LX6857_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0370999476(NAD 83)
 LX6857_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6857+STABILITY: SURFACE MOTION
 LX6857
 LX6857  HISTORY     - Date     Condition        Report By
 LX6857  HISTORY     - 1934     MONUMENTED       CGS
 LX6857  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6857
 LX6857                          STATION DESCRIPTION
 LX6857
 LX6857'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6857'THIS STATION IS ON THE OLD SCOVILL DOCK FORMERLY USED FOR
 LX6857'LOADING STONE.  THE DOCK IS NOW THE PROPERTY OF C.G. MOLLER AND
 LX6857'IS USED AS A SMALL BOAT LANDING.  A ROAD LEADS FROM THE MAROMAS
 LX6857'RIVER ROAD TO THE DOCK, TURNING OFF AT THE RESIDENCE OF MOLLERS
 LX6857'SUPERINTENDENT.  THE STATION IS ABOUT 5 MILES SOUTHERLY OF THE N
 LX6857'EDGE OF THE DOCK ABOUT ON LINE WITH THE GENERAL TREND OF THE
 LX6857'SHORE LINE TO THE NORTHWARD.  IT IS 9 METERS W OF THE E FACE OF
 LX6857'THE DOCK.  THE HIGHWAY UNDERPASS FOR THE APPROACH ROAD BEARS S
 LX6857'45 DEG W (MAGNETIC) AND IS ABOUT 65 METERS DISTANT.
 LX6857'
 LX6857'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6857'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 LX6857'11A.  REFERENCE MARK NO. 1 IS AT THE TOE OF THE SLOPE OF THE
 LX6857'RAILROAD EMBANKMENT, 5.5 METERS W OF ORDINARY HIGH WATER.  IT
 LX6857'BEARS N 20 DEG W (MAGNETIC).  REFERENCE MARK NO. 2 IS 3.2 METERS
 LX6857'E OF THE RAILROAD PROPERTY LINE AND IS SET IN NORTHERLY FACE OF
 LX6857'A STONE SLAB SET ON END IN THE GROUND.  THE ARROW OF THE MARK
 LX6857'POINTS DOWNWARD.  IT IS 23.5 METERS W OF EASTERLY FACE OF THE
 LX6857'DOCK.  REFERENCE MARK BEARS S 55 DEG W (MAGNETIC).
 LX6857'
 LX6857'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6857
 LX6857                          STATION RECOVERY (1969)
 LX6857
 LX6857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6857'THE STATION MARK FOUND DESTROYED.  THE MONUMENT WAS FOUND LYING ON
 LX6857'ITS SIDE.  A PILE OF CONCRETE WAS FOUND IN THE VICINITY OF THE
 LX6857'STATION MARK THAT IS BELIEVED TO HAVE BEEN THE UNDERGROUND
 LX6857'MARK.  HOWEVER, NO DISK WAS FOUND IN THIS CONCRETE.  REFERENCE
 LX6857'MARK NO. 1 WAS FOUND LOOSE IN THE GROUND AND LEANING TOWARD THE
 LX6857'RIVER.  THE SOIL AROUND THE MONUMENT HAS ERODED AND LEFT ABOUT
 LX6857'TWO FEET OF THE MONUMENT EXPOSED.  REFERENCE MARK NO. 2 WAS
 LX6857'SEARCHED FOR BUT NOT FOUND.  IT IS PROBABLY STILL IN PLACE BUT
 LX6857'IS COVERED BY UNDERGROWTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3487 ***********************************************************************
 LX3487  DESIGNATION -  SCOVILLE
 LX3487  PID         -  LX3487
 LX3487  STATE/COUNTY-  CT/LITCHFIELD
 LX3487  USGS QUAD   -  TORRINGTON (1984)
 LX3487
 LX3487                         *CURRENT SURVEY CONTROL
 LX3487  ___________________________________________________________________
 LX3487* NAD 83(1996)-  41 45 28.02441(N)    073 05 42.79648(W)     ADJUSTED  
 LX3487* NAVD 88     -       339.4    (meters)    1114.     (feet)  VERTCON   
 LX3487  ___________________________________________________________________
 LX3487  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 LX3487  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX3487
 LX3487  HORZ ORDER  -  FIRST
 LX3487
 LX3487.The horizontal coordinates were established by classical geodetic methods
 LX3487.and adjusted by the National Geodetic Survey in August 1998..
 LX3487
 LX3487.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3487
 LX3487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3487
 LX3487.The geoid height was determined by GEOID03.
 LX3487
 LX3487;                    North         East     Units Scale Factor Converg.
 LX3487;SPC CT       -   255,127.120   276,090.898   MT  0.99999077   -0 13 44.0
 LX3487;SPC CT       -   837,029.56    905,808.22   sFT  0.99999077   -0 13 44.0
 LX3487;SPC MA M     -   835,407.222    67,343.181   MT  0.99999424   -1 04 17.6
 LX3487;SPC MA M     - 2,740,831.86    220,941.75   sFT  0.99999424   -1 04 17.6
 LX3487;UTM  18      - 4,624,637.193   658,349.410   MT  0.99990856   +1 16 07.7
 LX3487
 LX3487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3487!SPC CT       -   0.99995132  x   0.99999077  =   0.99994209
 LX3487!SPC MA M     -   0.99995132  x   0.99999424  =   0.99994556
 LX3487!UTM  18      -   0.99995132  x   0.99990856  =   0.99985988
 LX3487
 LX3487|---------------------------------------------------------------------|
 LX3487| PID    Reference Object                     Distance      Geod. Az  |
 LX3487|                                                           dddmmss.s |
 LX3487| CA9110 SCOVILLE RM 1                        20.839 METERS 04325     |
 LX3487| LX3485 HARWINTON CHURCH SPIRE              APPROX. 3.3 KM 0620835.9 |
 LX3487| CA9109 SCOVILLE AZ MK                                     1610913.4 |
 LX3487| LX3499 SCOVILLE RM 3                        49.288 METERS 18504     |
 LX3487| CB4372 SCOVILLE RM 2                        17.176 METERS 25215     |
 LX3487| LX3510 TORRINGTON 2 RESET                  APPROX. 6.5 KM 3201242.3 |
 LX3487| LX3511 TORRINGTON HOSPITAL STACK           APPROX. 4.9 KM 3220253.7 |
 LX3487| LX3512 WILLIAMS BROS STACK                 APPROX. 5.3 KM 3322901.1 |
 LX3487|---------------------------------------------------------------------|
 LX3487
 LX3487                          SUPERSEDED SURVEY CONTROL
 LX3487
 LX3487  NAD 83(1996)-  41 45 28.02417(N)    073 05 42.79674(W) AD(       ) 1
 LX3487  NAD 83(1992)-  41 45 28.02449(N)    073 05 42.79703(W) AD(       ) 1
 LX3487  NAD 83(1992)-  41 45 28.02580(N)    073 05 42.79817(W) AD(       ) 1
 LX3487  NAD 83(1986)-  41 45 28.02578(N)    073 05 42.79831(W) AD(       ) 1
 LX3487  NAD 27      -  41 45 27.67600(N)    073 05 44.40200(W) AD(       ) 1
 LX3487  NGVD 29 (07/19/86)  339.7    (m)         1114.     (f) VERT ANG       
 LX3487
 LX3487.Superseded values are not recommended for survey control.
 LX3487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3487.See file dsdata.txt to determine how the superseded data were derived.
 LX3487
 LX3487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5834924637(NAD 83)
 LX3487_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3487_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3487
 LX3487  HISTORY     - Date     Condition        Report By
 LX3487  HISTORY     - 1938     MONUMENTED       CTGS
 LX3487  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3487  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX3487  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX3487  HISTORY     - 1980     GOOD             NGS
 LX3487  HISTORY     - 1981     GOOD             NGS
 LX3487
 LX3487                          STATION DESCRIPTION
 LX3487
 LX3487'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3487'ON THE SUMMIT OF THE RIDGE ON THE EAST SIDE OF AND OVERLOOKING
 LX3487'THE VALLEY OF NAUGATUCK RIVER, ABOUT 3-1/2 MILES SOUTH-SOUTHEAST
 LX3487'OF TORRINGTON, 2 MILES WEST-SOUTHWEST OF HARWINTON, AND 1-1/4 MILES
 LX3487'A LITTLE SOUTH OF EAST FROM EAST LITCHFIELD, IN LOT (FORMERLY
 LX3487'SCOVILLE ESTATE) 200 FEET WEST OF NORTH-SOUTH STONE WALL (WEST
 LX3487'OF A NORTH-SOUTH DIRT ROAD), 103 FEET SOUTH OF EAST-WEST STONE
 LX3487'WALL, 39 FEET WEST OF LARGE BOULDER.  MARK IS 6 INCHES BELOW
 LX3487'GROUND, AND STAMPED SCOVILLE-1938.
 LX3487'
 LX3487'TO REACH FROM THE TRAFFIC CIRCLE AT SOUTH MAIN AND WATER STS. IN
 LX3487'TORRINGTON, GO SOUTH ON SOUTH MAIN ST. (STATE HIGHWAY 8)
 LX3487'FOR 4.8 MILES.  TURN LEFT (EAST) AT HIGH HAT INN AND GO 1.8 MILE
 LX3487'UP HILL TO DIRT ROAD.  BEAR LEFT ONTO DIRT ROAD AND GO 0.5 MILE
 LX3487'TO SCOVILLE MONUMENT ON LEFT (WEST) AND TO STATION.
 LX3487'
 LX3487'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LX3487'BRONZE DISKS SET IN CONCRETE AND IN BOULDER, NOTES 1A AND 12A.
 LX3487'
 LX3487'UNDERGROUND STATION MARK IS 40 INCHES BELOW AND EXACTLY
 LX3487'UNDER THE SURFACE STATION MARK.  6 INCHES OF DIRT SEPARATE
 LX3487'UNDERGROUND MARK FROM THE SURFACE STATION MARK.  UNDERGROUND MARK
 LX3487'IS STAMPED SCOVILLE-1938.
 LX3487'
 LX3487'REFERENCE MARK NO. 1 IS 68.33 FEET NORTHEAST OF STATION, AND IS
 LX3487'STAMPED SCOVILLE-1938-NO. 1.  REFERENCE MARK NO. 2 IS 56.44
 LX3487'FEET WEST-SOUTHWEST OF STATION, AND STAMPED SCOVILLE-1938-NO.2.
 LX3487'
 LX3487'AZIMUTH MARK IS 1,000 FEET SOUTH-SOUTHEAST OF STATION, AND
 LX3487'STAMPED SCOVILLE-1938.
 LX3487'
 LX3487'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
 LX3487
 LX3487                          STATION RECOVERY (1942)
 LX3487
 LX3487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3487'THE STATION WAS RECOVERED AS DESCRIBED AS OF 1938.  ALL MARKS
 LX3487'WERE FOUND TO BE IN GOOD CONDITION, AND THE 1938 DESCRIPTION TO
 LX3487'REACH THE STATION IS ADEQUATE AND CORRECT.
 LX3487'
 LX3487'A VARIATION WAS FOUND AS TO THE DIRECTION OF THE SCOVILLE
 LX3487'GRAVE MONUMENT.  A CLOSE CHECK WAS MADE AT THE TIME THE STATION
 LX3487'WAS OBSERVED.
 LX3487
 LX3487                          STATION RECOVERY (1962)
 LX3487
 LX3487'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX3487'STATION AND R.M. 1 AND 2 RECOVERED IN GOOD CONDITION.
 LX3487
 LX3487                          STATION RECOVERY (1971)
 LX3487
 LX3487'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX3487'SCOVILLE 1938 GOOD.
 LX3487'
 LX3487'SCOVILLE 1938 NO. 1 NOT FOUND (UNDER HEAVY SHRUB GROWTH).
 LX3487'
 LX3487'SCOVILLE 1938 NO. 2 GOOD.
 LX3487'
 LX3487'THE STATION IS LOCATED IN LAWN JUST NORTH OF A HEXAGON SHAPED
 LX3487'HOUSE OWNED BY JOSEPH N. RAMSEY.  TO REACH FROM THE INTERSECTION
 LX3487'OF ROUTE 8 EXPRESSWAY AND ROUTE 118 (LITCHFIELD ROAD) (FORMERLY
 LX3487'ROUTE 116) IN THE TOWN OF HARWINGTON, GO EAST ON ROUTE 118 FOR 1.0
 LX3487'MILE AND TAKE A RIGHT ON WILDCAT HILL ROAD.  PROCEED UP HILL
 LX3487'FOR 0.52 MILE TO HEXAGON-SHAPED HOUSE ON RIGHT.  STATION IS LESS
 LX3487'THAN 100 FEET NORTH OF HOUSE.
 LX3487
 LX3487                          STATION RECOVERY (1980)
 LX3487
 LX3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3487'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LX3487'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED, IT IS PRESUMED
 LX3487'THAT THE MARK IS THERE, THE AREA IS SURROUNDED BY A LARGE
 LX3487'ORNAMENTAL SHRUB WHICH THE PROPERTY OWNER DID NOT WANT DISTURBED.
 LX3487'THE AZIMUTH MARK WAS NOT RECOVERED.
 LX3487'OLD DATA THAT WAS AVAILABLE WAS NOT
 LX3487'PRECISE ENOUGH TO RECOVER OR STATE THAT IT HAS BEEN DESTROYED.  A
 LX3487'SHORTER DISTANCE OF 0.09 FOOT TO REFERENCE MARK 2 WAS NOTED AND
 LX3487'VERIFIED.  A REFERENCE MARK 3 WAS ESTABLISHED TO BUILD THE TOWER
 LX3487'OVER.
 LX3487'
 LX3487'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTH-SOUTHWEST OF
 LX3487'TORRINGTON, 3.2 KM (2.0 MI) WEST-SOUTHWEST OF HARWINTON, AND 1.6 KM
 LX3487'(1.0 MI) EAST OF STATE HIGHWAY 8.
 LX3487'OWNERSHIP--DR. WON MOON, WILDCAT HILL ROAD,
 LX3487'HARWINTON, CT 06790, PHONE NUMBER
 LX3487'489-8932.
 LX3487'
 LX3487'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 8 AND 118
 LX3487'ABOUT 4.8 KM (3.0 MI) SOUTH OF TORRINGTON, GO EAST ON STATE
 LX3487'HIGHWAY 118 FOR 1.6 KM (1.0 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 LX3487'SOUTH ON WILDCAT HILL ROAD FOR 1 KM (0.6 MI) TO THE TOP OF HILL
 LX3487'AND A DRIVEWAY ON RIGHT, JUST BEFORE A DRIVEWAY LEADING TO A
 LX3487'MICROWAVE TOWER.  TURN RIGHT ON THE FIRST DRIVEWAY AND GO
 LX3487'WEST FOR ABOUT 45 METERS (150 FT) TO THE END OF PAVEMENT AND THE
 LX3487'STATION, WEST OF A GARAGE.
 LX3487'
 LX3487'THE STATION IS A STANDARD CGS DISK
 LX3487'STAMPED---SCOVILLE 1938---,
 LX3487'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3487'FLUSH WITH GROUND.  IT IS LOCATED
 LX3487'17.4 METERS (57.1 FT) EAST-NORTHEAST FROM A TRIPLE TRUNKED PINE
 LX3487'TREE,
 LX3487'15.6 METERS (51.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 LX3487'SWIMMING POOL, AND
 LX3487'4.3 METERS (14.1 FT) WEST FROM THE NORTHWEST CORNER AT THE END OF
 LX3487'A ROCK SIDEWALK.
 LX3487'
 LX3487'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX3487'STAMPED---SCOVILLE NO 2 1938---,
 LX3487'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3487'30.5 METERS (100.1 FT) WEST FROM THE WEST END OF A SWIMMING POOL,
 LX3487'7.2 METERS (23.6 FT) EAST FROM THE WEST EDGE OF THE YARD, AND
 LX3487'0.6 METERS (2.0 FT) NORTH FROM A TRIPLE TRUNKED PINE.
 LX3487'MARK IS BELOW STATION 0.5 METERS.
 LX3487'
 LX3487'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3487'STAMPED---SCOVILLE 1938 NO 3 1980---,
 LX3487'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3487'22.6 METERS (74.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER
 LX3487'OF A ROCK HOUSE,
 LX3487'13.8 METERS (45.3 FT) WEST FROM THE NORTHWEST CORNER
 LX3487'OF A CONCRETE BLOCK GARAGE,
 LX3487'10.8 METERS (35.4 FT) NORTH FROM A ROCK FENCE THAT CONTAINS
 LX3487'VERY LARGE BOULDERS, AND
 LX3487'8.7 METERS (28.5 FT) SOUTHWEST FROM A TRIPLE TRUNKED TREE.
 LX3487'MARK IS BELOW STATION 1 METER.
 LX3487'
 LX3487'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF OBSTRUCTION.
 LX3487'NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.
 LX3487'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 00. METERS.
 LX3487'
 LX3487'DESCRIBED BY J.N. LEONHARDT.
 LX3487
 LX3487                          STATION RECOVERY (1981)
 LX3487
 LX3487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3487'THE STATION WAS RECOVERED AS DESCRIBED IN 1980, DUE TO THE
 LX3487'PROPERTY OWNERS RELUCTANCE TO GIVE PERMISSION FOR A TOWER OVER
 LX3487'THE OLD STATION MARK OR REFERENCE MARK 3 THAT WAS ESTABLISHED IN
 LX3487'1980, A NEW LOCATIION TO THE SOUTH WAS PICKED AND REFERENCE
 LX3487'MARK 4 WAS ESTABLISHED.  A TRAVERSE TIE WAS MADE BETWEEN REFERENCE
 LX3487'MARK 3 AND REFERENCE MARK 4.  IT IS ALSO NOTED THAT THE STATION IS
 LX3487'IN LITCHFIELD COUNTY, NOT HARTFORD COUNTY AS PREVIOUSLY STATED IN
 LX3487'1980.  NO DISTANCE OR ANGLE MEASUREMENT WAS MADE FROM THIS
 LX3487'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3499 ***********************************************************************
 LX3499  DESIGNATION -  SCOVILLE RM 3
 LX3499  PID         -  LX3499
 LX3499  STATE/COUNTY-  CT/LITCHFIELD
 LX3499  USGS QUAD   -  TORRINGTON (1984)
 LX3499
 LX3499                         *CURRENT SURVEY CONTROL
 LX3499  ___________________________________________________________________
 LX3499* NAD 83(1996)-  41 45 26.43310(N)    073 05 42.98466(W)     ADJUSTED  
 LX3499* NAVD 88     -       337.8    (meters)    1108.     (feet)  VERTCON   
 LX3499  ___________________________________________________________________
 LX3499  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 LX3499  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX3499
 LX3499  HORZ ORDER  -  FIRST
 LX3499
 LX3499.The horizontal coordinates were established by classical geodetic methods
 LX3499.and adjusted by the National Geodetic Survey in August 1998..
 LX3499
 LX3499.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3499
 LX3499.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3499
 LX3499.The geoid height was determined by GEOID03.
 LX3499
 LX3499;                    North         East     Units Scale Factor Converg.
 LX3499;SPC CT       -   255,078.042   276,086.355   MT  0.99999074   -0 13 44.2
 LX3499;SPC CT       -   836,868.54    905,793.32   sFT  0.99999074   -0 13 44.2
 LX3499;SPC MA M     -   835,358.216    67,337.916   MT  0.99999430   -1 04 17.7
 LX3499;SPC MA M     - 2,740,671.08    220,924.48   sFT  0.99999430   -1 04 17.7
 LX3499;UTM  18      - 4,624,588.017   658,346.152   MT  0.99990855   +1 16 07.6
 LX3499
 LX3499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3499!SPC CT       -   0.99995157  x   0.99999074  =   0.99994231
 LX3499!SPC MA M     -   0.99995157  x   0.99999430  =   0.99994587
 LX3499!UTM  18      -   0.99995157  x   0.99990855  =   0.99986012
 LX3499
 LX3499|---------------------------------------------------------------------|
 LX3499| PID    Reference Object                     Distance      Geod. Az  |
 LX3499|                                                           dddmmss.s |
 LX3499| LX3487 SCOVILLE                             49.288 METERS 00504     |
 LX3499| LX3507 SCOVILLE RM 4                        23.400 METERS 15359     |
 LX3499| LX3517 TORRINGTON WBD 386 018 MAST         APPROX. 8.2 KM 3065322.6 |
 LX3499| LX3518 GOLDS 2                             APPROX. 9.9 KM 3080114.6 |
 LX3499| CB4372 SCOVILLE RM 2                                      34442     |
 LX3499| LX3482 WINSTED AM TEL KCD 67 MICRO         APPROX.15.7 KM 3534343.4 |
 LX3499|---------------------------------------------------------------------|
 LX3499
 LX3499                          SUPERSEDED SURVEY CONTROL
 LX3499
 LX3499  NAD 83(1996)-  41 45 26.43286(N)    073 05 42.98492(W) AD(       ) 1
 LX3499  NAD 83(1992)-  41 45 26.43318(N)    073 05 42.98521(W) AD(       ) 1
 LX3499  NAD 83(1992)-  41 45 26.43449(N)    073 05 42.98635(W) AD(       ) 1
 LX3499  NAD 83(1986)-  41 45 26.43431(N)    073 05 42.98651(W) AD(       ) 1
 LX3499  NAD 27      -  41 45 26.08465(N)    073 05 44.59018(W) AD(       ) 1
 LX3499  NGVD 29 (07/19/86)  338.1    (m)         1109.     (f) VERT ANG       
 LX3499
 LX3499.Superseded values are not recommended for survey control.
 LX3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3499.See file dsdata.txt to determine how the superseded data were derived.
 LX3499
 LX3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5834624588(NAD 83)
 LX3499_MARKER: DS = TRIANGULATION STATION DISK
 LX3499_SETTING: 66 = SET IN ROCK OUTCROP
 LX3499
 LX3499  HISTORY     - Date     Condition        Report By
 LX3499  HISTORY     - 1980     MONUMENTED       NGS
 LX3499  HISTORY     - 1981     GOOD             NGS
 LX3499
 LX3499                          STATION DESCRIPTION
 LX3499
 LX3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3499'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTH-SOUTHWEST OF
 LX3499'TORRINGTON, 3.2 KM (2.0 MI) WEST-SOUTHWEST OF HARWINTON, AND 1.6 KM
 LX3499'(1.0 MI) EAST OF STATE HIGHWAY 8.
 LX3499'OWNERSHIP--DR. WON MOON, WILDCAT ROAD,
 LX3499'HARWINTON, CT 06790, PHONE NUMBER
 LX3499'489-8932.
 LX3499'
 LX3499'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 8 AND 118
 LX3499'ABOUT 4.8 KM (3.0 MI) SOUTH OF TORRINGTON, GO EAST ON STATE
 LX3499'HIGHWAY 118 FOR 1.6 KM (1.0 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 LX3499'SOUTH ON WILDCAT HILL ROAD FOR 1 KM (0.6 MI) TO THE TOP OF HILL
 LX3499'AND A DRIVEWAY ON RIGHT, JUST BEFORE A DRIVEWAY LEADING TO A
 LX3499'MICROWAVE TOWER.  TURN RIGHT ON THE FIRST DRIVEWAY AND GO WEST
 LX3499'FOR ABOUT 45 METERS (150 FT) TO END OF PAVEMENT AND THE STATION
 LX3499'WEST OF A GARAGE.
 LX3499'
 LX3499'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX3499'STAMPED---SCOVILLE 1938 NO 3 1980---,
 LX3499'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3499'22.6 METERS (74.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 LX3499'ROCK HOUSE,
 LX3499'13.8 METERS (45.3 FT) WEST FROM THE NORTHWEST CORNER OF A
 LX3499'CONCRETE BLOCK GARAGE, 10.8 METERS (35.4 FT) NORTH FROM A
 LX3499'ROCK FENCE THAT CONTAINS VERY LARGE BOULDERS, AND
 LX3499'8.7 METERS (28.5 FT) SOUTHWEST FROM A TRIPLE TRUNKED TREE.
 LX3499'
 LX3499'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX3499'STAMPED---SCOVILLE NO 2 1938---,
 LX3499'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3499'30.5 METERS (100.1 FT) WEST FROM THE WEST END OF THE SWIMMING
 LX3499'POOL,
 LX3499'7.2 METERS (23.6 FT) EAST FROM THE WEST EDGE OF THE YARD, AND
 LX3499'0.6 METERS (2.0 FT) NORTH FROM A TRIPLE TRUNK PINE TREE.
 LX3499'MARK IS ABOVE STATION 0.5 METERS.
 LX3499'
 LX3499'SCOVILLE 1938 IS A STANDARD CGS TRIANGULATION STATION DISK
 LX3499'STAMPED---SCOVILLE 1938---,
 LX3499'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3499'17.4 METERS (57.1 FT) EAST-NORTHEAST FROM A TRIPLE TRUNKED PINE
 LX3499'TREE,
 LX3499'15.6 METERS (51.2 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 LX3499'SWIMMING POOL, AND
 LX3499'4.3 METERS (14.1 FT) WEST FROM THE NORTHWEST CORNER AT THE END OF
 LX3499'A ROCK SIDEWALK.
 LX3499'MARK IS ABOVE STATION 1 METERS.
 LX3499'
 LX3499'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF BRUSH ON LINE.
 LX3499'NO SUITABLE LOCATION FOR AN AZIMUTH MARK OR LONG REFERENCE.
 LX3499'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27.0 METERS.
 LX3499
 LX3499                          STATION RECOVERY (1981)
 LX3499
 LX3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3499'THE STATION WAS RECOVERED AS DESCRIBED IN 1980.  DUE TO
 LX3499'THE PROPERTY OWNERS RELUCTANCE TO GIVE PERMISSION FOR A TOWER,
 LX3499'A NEW LOCATION TO THE SOUTH WAS PICKED AND A REFERENCE MARK 4
 LX3499'WAS ESTABLISHED.  A TAPE TRAVERSE TIE WAS MADE TO THE NEW
 LX3499'REFERENCE MARK.
 LX3499'IN 1980 THE COUNTY WAS STATED AS HARTFORD,
 LX3499'IT SHOULD BE CHANGE TO LITCHFIELD COUNTY.
 LX3499'ALSO LAST YEARS RECOVERY OF SCOVILLE CTGS 1938
 LX3499'NEEDS CHANGED FROM HARTFORD TO LITCHFIELD COUNTY.
 LX3499'
 LX3499'NO LIGHT SHOWN FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3507 ***********************************************************************
 LX3507  DESIGNATION -  SCOVILLE RM 4
 LX3507  PID         -  LX3507
 LX3507  STATE/COUNTY-  CT/LITCHFIELD
 LX3507  USGS QUAD   -  TORRINGTON (1984)
 LX3507
 LX3507                         *CURRENT SURVEY CONTROL
 LX3507  ___________________________________________________________________
 LX3507* NAD 83(1996)-  41 45 25.75147(N)    073 05 42.54045(W)     ADJUSTED  
 LX3507* NAVD 88     -       336.6    (meters)    1104.     (feet)  VERTCON   
 LX3507  ___________________________________________________________________
 LX3507  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 LX3507  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX3507
 LX3507  HORZ ORDER  -  FIRST
 LX3507
 LX3507.The horizontal coordinates were established by classical geodetic methods
 LX3507.and adjusted by the National Geodetic Survey in August 1998..
 LX3507
 LX3507.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3507
 LX3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3507
 LX3507.The geoid height was determined by GEOID03.
 LX3507
 LX3507;                    North         East     Units Scale Factor Converg.
 LX3507;SPC CT       -   255,056.972   276,096.533   MT  0.99999073   -0 13 43.9
 LX3507;SPC CT       -   836,799.42    905,826.71   sFT  0.99999073   -0 13 43.9
 LX3507;UTM  18      - 4,624,567.221   658,356.876   MT  0.99990859   +1 16 07.8
 LX3507
 LX3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3507!SPC CT       -   0.99995176  x   0.99999073  =   0.99994249
 LX3507!UTM  18      -   0.99995176  x   0.99990859  =   0.99986035
 LX3507
 LX3507:                Primary Azimuth Mark                     Grid Az
 LX3507:SPC CT       -  JOHNNYCAKE                               093 38 01.1
 LX3507:UTM  18      -  JOHNNYCAKE                               092 08 09.4
 LX3507
 LX3507|---------------------------------------------------------------------|
 LX3507| PID    Reference Object                     Distance      Geod. Az  |
 LX3507|                                                           dddmmss.s |
 LX3507| LX7269 JOHNNYCAKE                          APPROX. 8.4 KM 0932417.2 |
 LX3507| LX3499 SCOVILLE RM 3                        23.400 METERS 33359     |
 LX3507|---------------------------------------------------------------------|
 LX3507
 LX3507                          SUPERSEDED SURVEY CONTROL
 LX3507
 LX3507  NAD 83(1996)-  41 45 25.75123(N)    073 05 42.54070(W) AD(       ) 1
 LX3507  NAD 83(1992)-  41 45 25.75155(N)    073 05 42.54099(W) AD(       ) 1
 LX3507  NAD 83(1992)-  41 45 25.75287(N)    073 05 42.54214(W) AD(       ) 1
 LX3507  NAD 83(1986)-  41 45 25.75278(N)    073 05 42.54236(W) AD(       ) 1
 LX3507  NAD 27      -  41 45 25.40301(N)    073 05 44.14602(W) AD(       ) 1
 LX3507  NGVD 29 (07/19/86)  336.9    (m)         1105.     (f) VERT ANG       
 LX3507
 LX3507.Superseded values are not recommended for survey control.
 LX3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3507.See file dsdata.txt to determine how the superseded data were derived.
 LX3507
 LX3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5835724567(NAD 83)
 LX3507_MARKER: DR = REFERENCE MARK DISK
 LX3507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX3507_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3507+STABILITY: SURFACE MOTION
 LX3507
 LX3507  HISTORY     - Date     Condition        Report By
 LX3507  HISTORY     - 1981     MONUMENTED       NGS
 LX3507
 LX3507                          STATION DESCRIPTION
 LX3507
 LX3507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3507'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH-SOUTHEAST OF
 LX3507'TORRINGTON, 3.2 KM (2.0 MI) WEST-SOUTHWEST OF HAWINTON
 LX3507'AND 1.6 KM (1.0 MI) EAST OF STATE HIGHWAY 8.
 LX3507'OWNERSHIP---DICK KISCHELL, PO BOX 3A6, 300 GEORGE STREET,
 LX3507'NEW HAVEN CT 06506, PHONE 203-771-3026.
 LX3507'
 LX3507'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 LX3507'118 ABOUT 4.8 KM (3.0 MI) SOUTH OF TORRINGTON.  GO EAST ON
 LX3507'HIGHWAY 118 FOR 1.6 KM (1.0 MI) TO A CROSSROAD.  TURN
 LX3507'RIGHT ON WILDCAT HILL ROAD, SOUTH, GO FOR 1 KM (0.6 MI) TO
 LX3507'TOP OF HILL AND GRAVEL ROAD RIGHT LEADING TO A MICROWAVE TOWER.
 LX3507'TURN RIGHT ON GRAVEL ROAD FOR 0.1 KM (0.05 MI) TO THE
 LX3507'STATION NORTH OF TOWER.
 LX3507'
 LX3507'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX3507'STAMPED---SCOVILLE 1938 NO 4 1981---,
 LX3507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3507'FLUSH WITH GROUND.  IT IS LOCATED
 LX3507'9.9 METERS (32.48 FT) SOUTH FROM A ROCK FENCE,
 LX3507'5.0 METERS (16.4 FT) NORTH FROM A MAST ANCHOR, WITH 3 CABLES
 LX3507'ATTACHED AND
 LX3507'18.7 METERS (61.35 FT) NORTHWEST FROM A POWER POLE NUMBER 1806,
 LX3507'WITH TRANSFORMER ATTACHED.
 LX3507'THE UNDERGROUND MARK IS A STANDARD NGS REFERENCE MARK DISK
 LX3507'STAMPED---SCOVILLE CTGS 1938 RM 4 1981---,
 LX3507'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3507'
 LX3507'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3507'STAMPED---SCOVILLE 1938 NO 3 1980---,
 LX3507'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3507'22.6 METERS (74.1 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 LX3507'ROCK HOUSE,
 LX3507'13.8 METERS (45.3 FT) WEST FROM THE NORTHWEST CORNER OF A
 LX3507'CONCRETE BLOCK GARAGE,
 LX3507'10.8 METERS (35.4 FT) NORTH FROM A ROCK FENCE MADE UP OF LARGE
 LX3507'BOULDERS AND
 LX3507'8.7 METERS (28.5 FT) SOUTHWEST FROM A TRIPLE TRUNKED TREE.
 LX3507'
 LX3507'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX3507'A PRECISE TRAVERSE TIE WAS MADE TO REFERENCE MARK 3.
 LX3507'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6111 ***********************************************************************
 LX6111  DESIGNATION -  SCOVILS STACK
 LX6111  PID         -  LX6111
 LX6111  STATE/COUNTY-  CT/MIDDLESEX
 LX6111  USGS QUAD   -  HADDAM (1971)
 LX6111
 LX6111                         *CURRENT SURVEY CONTROL
 LX6111  ___________________________________________________________________
 LX6111* NAD 83(1996)-  41 29 33.27701(N)    072 34 11.00435(W)     ADJUSTED  
 LX6111* NAVD 88     -                                                        
 LX6111  ___________________________________________________________________
 LX6111  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 LX6111  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6111
 LX6111  HORZ ORDER  -  THIRD
 LX6111
 LX6111.The horizontal coordinates were established by classical geodetic methods
 LX6111.and adjusted by the National Geodetic Survey in August 1998..
 LX6111
 LX6111
 LX6111.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6111
 LX6111.The geoid height was determined by GEOID03.
 LX6111
 LX6111;                    North         East     Units Scale Factor Converg.
 LX6111;SPC CT       -   225,630.355   319,854.470   MT  0.99998340   +0 07 10.3
 LX6111;SPC CT       -   740,255.59  1,049,389.21   sFT  0.99998340   +0 07 10.3
 LX6111;UTM  18      - 4,596,291.517   702,868.318   MT  1.00010650   +1 36 38.4
 LX6111
 LX6111                          SUPERSEDED SURVEY CONTROL
 LX6111
 LX6111  NAD 83(1992)-  41 29 33.27627(N)    072 34 11.00425(W) AD(       ) 4
 LX6111  NAD 83(1986)-  41 29 33.27821(N)    072 34 11.00659(W) AD(       ) 4
 LX6111  NAD 27      -  41 29 32.92000(N)    072 34 12.69000(W) AD(       ) 3
 LX6111
 LX6111.Superseded values are not recommended for survey control.
 LX6111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6111.See file dsdata.txt to determine how the superseded data were derived.
 LX6111
 LX6111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0286896292(NAD 83)
 LX6111
 LX6111  HISTORY     - Date     Condition        Report By
 LX6111  HISTORY     - 1935     MONUMENTED       CGS
 LX6111  HISTORY     - 1989     GOOD             USPSQD
 LX6111
 LX6111                          STATION DESCRIPTION
 LX6111
 LX6111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6111'THE FACTORY OF D. AND H. SCOVIL, INC., MANUFACTURERS OF HOES, IS
 LX6111'LOCATED ON THE SE SIDE OF THE OLD DURHAM TURNPIKE 0.7 MILE FROM
 LX6111'HIGGANUM CENTER.  THE PLANT IS A ONE-STORY BRICK BUILDING, LYING
 LX6111'PARALLEL TO THE ROAD THAT TURNS SOUTHEASTERLY AT THIS
 LX6111'POINT.  CANDLEWOOD HILL BROOK FLOWS BETWEEN THE PLANT AND THE
 LX6111'TURNPIKE.
 LX6111'
 LX6111'THE STACK IS W OF THE MAIN PLANT ABOUT 80 METERS S OF THE
 LX6111'TURNPIKE.  IT IS SQUARE IN SECTION AND 80 FEET HIGH.
 LX6111'
 LX6111'CENTER IS THE CENTER LINE OF STACK.
 LX6111
 LX6111                          STATION RECOVERY (1989)
 LX6111
 LX6111'RECOVERY NOTE BY US POWER SQUADRON 1989 (ETB)
 LX6111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5193 ***********************************************************************
 LX5193  DESIGNATION -  SEAFLOWER REEF LIGHT
 LX5193  PID         -  LX5193
 LX5193  STATE/COUNTY-  CT/NEW LONDON
 LX5193  USGS QUAD   -  NEW LONDON (1984)
 LX5193
 LX5193                         *CURRENT SURVEY CONTROL
 LX5193  ___________________________________________________________________
 LX5193* NAD 83(1996)-  41 17 45.59549(N)    072 01 59.72290(W)     ADJUSTED  
 LX5193* NAVD 88     -                                                        
 LX5193  ___________________________________________________________________
 LX5193  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 LX5193  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 LX5193
 LX5193  HORZ ORDER  -  THIRD
 LX5193
 LX5193.The horizontal coordinates were established by classical geodetic methods
 LX5193.and adjusted by the National Geodetic Survey in August 1998..
 LX5193
 LX5193
 LX5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5193
 LX5193.The geoid height was determined by GEOID03.
 LX5193
 LX5193;                    North         East     Units Scale Factor Converg.
 LX5193;SPC CT       -   204,031.638   364,832.195   MT  0.99999170   +0 28 30.9
 LX5193;SPC CT       -   669,393.80  1,196,953.63   sFT  0.99999170   +0 28 30.9
 LX5193;UTM  18      - 4,575,862.795   748,402.629   MT  1.00035945   +1 57 32.0
 LX5193;UTM  19      - 4,576,055.433   246,027.653   MT  1.00039390   -2 00 10.3
 LX5193
 LX5193                          SUPERSEDED SURVEY CONTROL
 LX5193
 LX5193  NAD 83(1992)-  41 17 45.59428(N)    072 01 59.72196(W) AD(       ) 4
 LX5193  NAD 83(1986)-  41 17 45.59504(N)    072 01 59.72749(W) AD(       ) 4
 LX5193  NAD 27      -  41 17 45.24500(N)    072 02 01.46200(W) AD(       ) 3
 LX5193
 LX5193.Superseded values are not recommended for survey control.
 LX5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5193.See file dsdata.txt to determine how the superseded data were derived.
 LX5193
 LX5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4840375863(NAD 83)
 LX5193_MARKER: 14 = NAVIGATION LIGHT
 LX5193
 LX5193  HISTORY     - Date     Condition        Report By
 LX5193  HISTORY     - 1954     FIRST OBSERVED   CGS
 LX5193  HISTORY     - 1966     GOOD             CGS
 LX5193  HISTORY     - 1983     GOOD             USPSQD
 LX5193  HISTORY     - 1989     GOOD             USPSQD
 LX5193
 LX5193                          STATION DESCRIPTION
 LX5193
 LX5193'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5193'THE STATION IS IN FISHERS ISLAND SOUND, 1 NAUTICAL MI. S OF
 LX5193'MUMFORD POINT, ON THE SW PART OF SEAFLOWER REEF.  THE POINT
 LX5193'SIGHTED ON IS THE LIGHT ATOP THE 40-FT. RED SKELETON STEEL TOWER.
 LX5193'
 LX5193'THIS IS AN INTERSECTION STATION.
 LX5193
 LX5193                          STATION RECOVERY (1966)
 LX5193
 LX5193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LX5193'STATION RECOVERED AS DESCRIBED.
 LX5193'
 LX5193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5193'ON SEAFLOWER REEF.
 LX5193
 LX5193                          STATION RECOVERY (1983)
 LX5193
 LX5193'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX5193'SEAFLOWER REEF LIGHT RECOVERED GOOD.  RECOVERED AS DESCRIBED.
 LX5193
 LX5193                          STATION RECOVERY (1989)
 LX5193
 LX5193'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6520 ***********************************************************************
 LX6520  DESIGNATION -  SEAMLESS RUBBER CO ELEV TANK
 LX6520  PID         -  LX6520
 LX6520  STATE/COUNTY-  CT/NEW HAVEN
 LX6520  USGS QUAD   -  NEW HAVEN (1984)
 LX6520
 LX6520                         *CURRENT SURVEY CONTROL
 LX6520  ___________________________________________________________________
 LX6520* NAD 83(1996)-  41 17 20.63037(N)    072 55 45.01910(W)     ADJUSTED  
 LX6520* NAVD 88     -                                                        
 LX6520  ___________________________________________________________________
 LX6520  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 LX6520  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6520
 LX6520  HORZ ORDER  -  THIRD
 LX6520
 LX6520.The horizontal coordinates were established by classical geodetic methods
 LX6520.and adjusted by the National Geodetic Survey in August 1998..
 LX6520
 LX6520
 LX6520.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6520
 LX6520.The geoid height was determined by GEOID03.
 LX6520
 LX6520;                    North         East     Units Scale Factor Converg.
 LX6520;SPC CT       -   203,028.063   289,792.122   MT  0.99999220   -0 07 07.7
 LX6520;SPC CT       -   666,101.24    950,759.65   sFT  0.99999220   -0 07 07.7
 LX6520;UTM  18      - 4,572,914.934   673,401.651   MT  0.99997006   +1 22 00.5
 LX6520
 LX6520                          SUPERSEDED SURVEY CONTROL
 LX6520
 LX6520  NAD 83(1992)-  41 17 20.62943(N)    072 55 45.01891(W) AD(       ) 4
 LX6520  NAD 83(1986)-  41 17 20.63122(N)    072 55 45.02264(W) AD(       ) 4
 LX6520  NAD 27      -  41 17 20.28700(N)    072 55 46.65500(W) AD(       ) 3
 LX6520
 LX6520.Superseded values are not recommended for survey control.
 LX6520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6520.See file dsdata.txt to determine how the superseded data were derived.
 LX6520
 LX6520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7340272915(NAD 83)
 LX6520_MARKER: 53 = ELEVATED TANK
 LX6520
 LX6520  HISTORY     - Date     Condition        Report By
 LX6520  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6520  HISTORY     - 1982     GOOD             NGS
 LX6520  HISTORY     - 1984     GOOD             USPSQD
 LX6520
 LX6520                          STATION DESCRIPTION
 LX6520
 LX6520'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6520'THIS TANK IS ON THE PROPERTY OF THE SEAMLESS RUBBER COMPANY, NEW
 LX6520'HAVEN.  IT IS 100 METERS E OF THE CENTER LINE OF HALLOCK AVENUE,
 LX6520'31 METERS W OF BULKHEAD THAT MARKS E BOUNDARY OF PROPERTY AND
 LX6520'SHORELINE OF NEW HAVEN HARBOR, 14.5 METERS E OF E WALL OF RUBBER
 LX6520'PLANT.  TANK AND STRUCTURE ARE PAINTED ALUMINUM, CENTER IS CENTER
 LX6520'LINE OF FINIAL OF TOP OF TANK ROOF.
 LX6520'
 LX6520'THE TANK IS 155 FEET HIGH.
 LX6520
 LX6520                          STATION RECOVERY (1982)
 LX6520
 LX6520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6520'THE STATION, SEAMLESS RUBBER COMPANY ELEVATED TANK, WAS
 LX6520'RECOVERED IN GOOD CONDITION.
 LX6520'
 LX6520'THE STATION, SEAMLESS RUBBER COMPANY ELEVATED TANK, IS
 LX6520'THE BALL ON TOP OF THE CONICAL SHAPED ROOF, 4 LEGGED,
 LX6520'SILVER, 38 METERS (125 FT) TALL TANK, WITH THE LEGEND
 LX6520'(SEAMCO) PAINTED ON THE BOWL.
 LX6520'
 LX6520'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTH OF
 LX6520'DOWNTOWN NEW HAVEN, 0.8 KM (0.5 MI) NORTHEAST OF
 LX6520'INTERSTATE 95 AT EXIT 45, 0.2 KM (0.1 MI) NORTH OF THE
 LX6520'NEW HAVEN REGISTER NEWSPAPER, AT THE EAST END OF THE
 LX6520'NOW CLOSED SEAMCO SPORTING GOODS COMPANYS FOUR STORY
 LX6520'BUILDING AND 50 METERS (164 FT) NORTH OF A STACK.
 LX6520'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX6520'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX6520'24 WOLLCOTT ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX6520'
 LX6520'DESCRIBED BY G.R. HEID.
 LX6520
 LX6520                          STATION RECOVERY (1984)
 LX6520
 LX6520'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6520'THE BUILDINGS ADJACENT TO THE TANK ARE VACANT AT THE PRESENT TIME.
 LX6520'TANK IS STILL IN PRETTY GOOD SHAPE.  NEW OWNERS OR TENANTS MIGHT
 LX6520'ELIMINATE THE TANK.  SHORE AT NEW HAVEN HARBOR HAS BEEN MOVED
 LX6520'2000 FEET TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6815 ***********************************************************************
 LX6815  DESIGNATION -  SEARS
 LX6815  PID         -  LX6815
 LX6815  STATE/COUNTY-  CT/MIDDLESEX
 LX6815  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6815
 LX6815                         *CURRENT SURVEY CONTROL
 LX6815  ___________________________________________________________________
 LX6815* NAD 83(1996)-  41 30 41.63908(N)    072 33 25.23616(W)     ADJUSTED  
 LX6815* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6815  ___________________________________________________________________
 LX6815  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6815  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6815
 LX6815  HORZ ORDER  -  THIRD
 LX6815
 LX6815.The horizontal coordinates were established by classical geodetic methods
 LX6815.and adjusted by the National Geodetic Survey in August 1998..
 LX6815
 LX6815.The orthometric height was scaled from a topographic map.
 LX6815
 LX6815.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6815
 LX6815.The geoid height was determined by GEOID03.
 LX6815
 LX6815;                    North         East     Units Scale Factor Converg.
 LX6815;SPC CT       -   227,741.646   320,911.380   MT  0.99998321   +0 07 40.7
 LX6815;SPC CT       -   747,182.38  1,052,856.75   sFT  0.99998321   +0 07 40.7
 LX6815;UTM  18      - 4,598,429.870   703,870.045   MT  1.00011151   +1 37 10.9
 LX6815
 LX6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6815!SPC CT       -   1.00000456  x   0.99998321  =   0.99998777
 LX6815!UTM  18      -   1.00000456  x   1.00011151  =   1.00011607
 LX6815
 LX6815:                Primary Azimuth Mark                     Grid Az
 LX6815:SPC CT       -  PARK                                     099 41 34.2
 LX6815:UTM  18      -  PARK                                     098 12 04.0
 LX6815
 LX6815|---------------------------------------------------------------------|
 LX6815| PID    Reference Object                     Distance      Geod. Az  |
 LX6815|                                                           dddmmss.s |
 LX6815| LX6871 PARK                                413.002 METERS 0994914.9 |
 LX6815| LX6814 163                                   0.560 METERS 13542     |
 LX6815| LX6129 DARLEY                              APPROX. 1.7 KM 1430156.5 |
 LX6815| CZ7913 SEARS RM 1                            7.800 METERS 34423     |
 LX6815|---------------------------------------------------------------------|
 LX6815
 LX6815                          SUPERSEDED SURVEY CONTROL
 LX6815
 LX6815  NAD 83(1992)-  41 30 41.63835(N)    072 33 25.23606(W) AD(       ) 3
 LX6815  NAD 83(1986)-  41 30 41.64026(N)    072 33 25.23844(W) AD(       ) 3
 LX6815  NAD 27      -  41 30 41.27800(N)    072 33 26.92000(W) AD(       ) 3
 LX6815
 LX6815.Superseded values are not recommended for survey control.
 LX6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6815.See file dsdata.txt to determine how the superseded data were derived.
 LX6815
 LX6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0387098430(NAD 83)
 LX6815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6815_SETTING: 66 = SET IN ROCK OUTCROP
 LX6815_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6815+STABILITY: POSITION/ELEVATION WELL
 LX6815
 LX6815  HISTORY     - Date     Condition        Report By
 LX6815  HISTORY     - 1934     MONUMENTED       CGS
 LX6815  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6815
 LX6815                          STATION DESCRIPTION
 LX6815
 LX6815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6815'THIS STATION IS ON THE SOUTHERLY SIDE OF THE FURTHEREST
 LX6815'PROJECTING POINT OF THE FIRST LEDGE S OF SEARS SHOAL RANGE
 LX6815'LIGHTS.  IT IS ABOUT 4 FEET ABOVE ORDINARY HIGH WATER AND 2
 LX6815'METERS WESTERLY OF THAT MARK.  THE LEDGE EXTENDS 7.5 METERS
 LX6815'WESTERLY, BACK OF STATION, TO THE EDGE OF THE BANK.  THE EDGE OF
 LX6815'THE BANK IS THE TOE OF THE SLOPE OF THE FILL SUPPORTING THE
 LX6815'RAILROAD TRACKS.  THE LEDGE EXTENDS ABOUT 35 METERS ALONG THE W
 LX6815'EDGE OF THE CONNECTICUT RIVER.
 LX6815'
 LX6815'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6815'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARK
 LX6815'NO.1 IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK AS
 LX6815'DESCRIBED IN NOTE 12A.  REFERENCE MARK NO.1 IS IN THE SAME LEDGE
 LX6815'AS THE STATION, SLIGHTLY HIGHER AND ABOUT THE SAME DISTANCE
 LX6815'FROM HIGH WATER.  IT BEARS N (MAGNETIC).
 LX6815'
 LX6815'U.S.E. 163 BEARS S 30 DEG E (MAGNETIC) AND IS 0.56 METER DISTANT.
 LX6815'
 LX6815'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6815
 LX6815                          STATION RECOVERY (1969)
 LX6815
 LX6815'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6815'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AS
 LX6815'DESCRIBED IN GOOD CONDITION.
 LX6815'
 LX6815'THE STATION LIES BETWEEN THE DOWNSTREAM AND CENTER LINES OF THREE
 LX6815'LARGE CROSS-RIVER POWER LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6856 ***********************************************************************
 LX6856  DESIGNATION -  SEARS SHOAL FRONT RANGE LT
 LX6856  PID         -  LX6856
 LX6856  STATE/COUNTY-  CT/MIDDLESEX
 LX6856  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6856
 LX6856                         *CURRENT SURVEY CONTROL
 LX6856  ___________________________________________________________________
 LX6856* NAD 83(1996)-  41 30 51.10192(N)    072 33 32.35617(W)     ADJUSTED  
 LX6856* NAVD 88     -                                                        
 LX6856  ___________________________________________________________________
 LX6856  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX6856  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6856
 LX6856  HORZ ORDER  -  THIRD
 LX6856
 LX6856.The horizontal coordinates were established by classical geodetic methods
 LX6856.and adjusted by the National Geodetic Survey in August 1998..
 LX6856
 LX6856
 LX6856.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6856
 LX6856.The geoid height was determined by GEOID03.
 LX6856
 LX6856;                    North         East     Units Scale Factor Converg.
 LX6856;SPC CT       -   228,033.212   320,745.630   MT  0.99998320   +0 07 35.9
 LX6856;SPC CT       -   748,138.96  1,052,312.95   sFT  0.99998320   +0 07 35.9
 LX6856;UTM  18      - 4,598,717.059   703,696.738   MT  1.00011064   +1 37 06.5
 LX6856
 LX6856                          SUPERSEDED SURVEY CONTROL
 LX6856
 LX6856  NAD 83(1992)-  41 30 51.10119(N)    072 33 32.35607(W) AD(       ) 4
 LX6856  NAD 83(1986)-  41 30 51.10308(N)    072 33 32.35845(W) AD(       ) 4
 LX6856  NAD 27      -  41 30 50.74700(N)    072 33 34.03600(W) AD(       ) 3
 LX6856
 LX6856.Superseded values are not recommended for survey control.
 LX6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6856.See file dsdata.txt to determine how the superseded data were derived.
 LX6856
 LX6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0369798717(NAD 83)
 LX6856
 LX6856  HISTORY     - Date     Condition        Report By
 LX6856  HISTORY     - UNK      MONUMENTED
 LX6856  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6856
 LX6856                          STATION DESCRIPTION
 LX6856
 LX6856'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6856'THIS STATION HAS BEEN DESTROYED.  THIS RANGE OF LIGHTS HAS BEEN
 LX6856'MOVED FARTHER UPSTREAM.  THE CONCRETE BASE OF THIS LIGHT REMAINS
 LX6856'WHERE IT WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6855 ***********************************************************************
 LX6855  DESIGNATION -  SEARS SHOAL REAR RANGE LT
 LX6855  PID         -  LX6855
 LX6855  STATE/COUNTY-  CT/MIDDLESEX
 LX6855  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6855
 LX6855                         *CURRENT SURVEY CONTROL
 LX6855  ___________________________________________________________________
 LX6855* NAD 83(1996)-  41 30 48.97435(N)    072 33 33.30761(W)     ADJUSTED  
 LX6855* NAVD 88     -                                                        
 LX6855  ___________________________________________________________________
 LX6855  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LX6855  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6855
 LX6855  HORZ ORDER  -  THIRD
 LX6855
 LX6855.The horizontal coordinates were established by classical geodetic methods
 LX6855.and adjusted by the National Geodetic Survey in August 1998..
 LX6855
 LX6855
 LX6855.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6855
 LX6855.The geoid height was determined by GEOID03.
 LX6855
 LX6855;                    North         East     Units Scale Factor Converg.
 LX6855;SPC CT       -   227,967.527   320,723.713   MT  0.99998320   +0 07 35.3
 LX6855;SPC CT       -   747,923.46  1,052,241.05   sFT  0.99998320   +0 07 35.3
 LX6855;UTM  18      - 4,598,650.817   703,676.536   MT  1.00011054   +1 37 05.8
 LX6855
 LX6855                          SUPERSEDED SURVEY CONTROL
 LX6855
 LX6855  NAD 83(1992)-  41 30 48.97362(N)    072 33 33.30752(W) AD(       ) 4
 LX6855  NAD 83(1986)-  41 30 48.97543(N)    072 33 33.30997(W) AD(       ) 4
 LX6855  NAD 27      -  41 30 48.61800(N)    072 33 34.98900(W) AD(       ) 3
 LX6855
 LX6855.Superseded values are not recommended for survey control.
 LX6855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6855.See file dsdata.txt to determine how the superseded data were derived.
 LX6855
 LX6855_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0367798651(NAD 83)
 LX6855
 LX6855  HISTORY     - Date     Condition        Report By
 LX6855  HISTORY     - UNK      MONUMENTED
 LX6855  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6855
 LX6855                          STATION DESCRIPTION
 LX6855
 LX6855'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6855'THIS STATION HAS BEEN DESTROYED.  THIS RANGE OF LIGHTS HAS BEEN
 LX6855'MOVED FARTHER UPSTREAM.  THE BASE OF THIS LIGHT REMAINS WHERE
 LX6855'IT WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5416 ***********************************************************************
 LX5416  DESIGNATION -  SEASIDE
 LX5416  PID         -  LX5416
 LX5416  STATE/COUNTY-  CT/NEW LONDON
 LX5416  USGS QUAD   -  NIANTIC (1983)
 LX5416
 LX5416                         *CURRENT SURVEY CONTROL
 LX5416  ___________________________________________________________________
 LX5416* NAD 83(1996)-  41 17 59.44403(N)    072 08 02.36671(W)     ADJUSTED  
 LX5416* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5416  ___________________________________________________________________
 LX5416  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX5416  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX5416
 LX5416  HORZ ORDER  -  THIRD
 LX5416
 LX5416.The horizontal coordinates were established by classical geodetic methods
 LX5416.and adjusted by the National Geodetic Survey in August 1998..
 LX5416
 LX5416.The orthometric height was scaled from a topographic map.
 LX5416
 LX5416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5416
 LX5416.The geoid height was determined by GEOID03.
 LX5416
 LX5416;                    North         East     Units Scale Factor Converg.
 LX5416;SPC CT       -   204,393.785   356,392.194   MT  0.99999142   +0 24 30.4
 LX5416;SPC CT       -   670,581.94  1,169,263.39   sFT  0.99999142   +0 24 30.4
 LX5416;SPC NY L     -   127,504.337   456,275.583   MT  1.00002566   +1 13 13.9
 LX5416;SPC NY L     -   418,320.48  1,496,964.14   sFT  1.00002566   +1 13 13.9
 LX5416;UTM  18      - 4,576,006.316   739,953.189   MT  1.00030866   +1 53 32.9
 LX5416
 LX5416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5416!SPC CT       -   1.00000486  x   0.99999142  =   0.99999628
 LX5416!SPC NY L     -   1.00000486  x   1.00002566  =   1.00003052
 LX5416!UTM  18      -   1.00000486  x   1.00030866  =   1.00031352
 LX5416
 LX5416:                Primary Azimuth Mark                     Grid Az
 LX5416:SPC CT       -  SEASIDE SANITARIUM ELEV TANK             018 45 36.6
 LX5416:SPC NY L     -  SEASIDE SANITARIUM ELEV TANK             017 56 53.1
 LX5416:UTM  18      -  SEASIDE SANITARIUM ELEV TANK             017 16 34.1
 LX5416
 LX5416|---------------------------------------------------------------------|
 LX5416| PID    Reference Object                     Distance      Geod. Az  |
 LX5416|                                                           dddmmss.s |
 LX5416| LX5417 SEASIDE SANITARIUM ELEV TANK        455.225 METERS 0191007.0 |
 LX5416| CZ7915 SEASIDE RM 2                          3.120 METERS 02322     |
 LX5416| LX5418 SEASIDE SANITARIUM SPIRE            426.660 METERS 0615837.2 |
 LX5416| LX5250 HARKNESS WINDMILL                   APPROX. 1.8 KM 0790633.3 |
 LX5416| LX5505 BARTLETT REEF LIGHT                 APPROX. 2.8 KM 1853024.6 |
 LX5416| LX5483 MILLSTONE                           APPROX. 2.6 KM 2833104.0 |
 LX5416| CZ7914 SEASIDE RM 1                          8.915 METERS 32750     |
 LX5416|---------------------------------------------------------------------|
 LX5416
 LX5416                          SUPERSEDED SURVEY CONTROL
 LX5416
 LX5416  NAD 83(1992)-  41 17 59.44280(N)    072 08 02.36594(W) AD(       ) 3
 LX5416  NAD 83(1986)-  41 17 59.44440(N)    072 08 02.37102(W) AD(       ) 3
 LX5416  NAD 27      -  41 17 59.09700(N)    072 08 04.09200(W) AD(       ) 3
 LX5416
 LX5416.Superseded values are not recommended for survey control.
 LX5416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5416.See file dsdata.txt to determine how the superseded data were derived.
 LX5416
 LX5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3995376006(NAD 83)
 LX5416_MARKER: DS = TRIANGULATION STATION DISK
 LX5416_SETTING: 66 = SET IN ROCK OUTCROP
 LX5416_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5416_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5416+STABILITY: POSITION/ELEVATION WELL
 LX5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5416+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5416
 LX5416  HISTORY     - Date     Condition        Report By
 LX5416  HISTORY     - 1934     MONUMENTED       CGS
 LX5416  HISTORY     - 1954     GOOD             CGS
 LX5416  HISTORY     - 1971     GOOD             CTDT
 LX5416  HISTORY     - 1984     GOOD             USPSQD
 LX5416  HISTORY     - 1989     GOOD             USPSQD
 LX5416  HISTORY     - 20010408 GOOD             USPSQD
 LX5416
 LX5416                          STATION DESCRIPTION
 LX5416
 LX5416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5416'THE STATION IS LOCATED ON THE FIRST PROMINENT LEDGE POINT W OF
 LX5416'THE SEASIDE SANITARIUM, AND IS ABOUT 150 METERS W OF THE
 LX5416'SUPERINTENDENTS HOME.  IT IS MARKED BY A STANDARD DISC SET IN
 LX5416'LEDGE 1.5 METERS ABOVE AND 3 METERS NORTHERLY OF HIGH WATER
 LX5416'MARK.  THE PROPERTY DOES NOT BELONG TO THE SANITARIUM.
 LX5416'
 LX5416'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LX5416'OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5416'NO. 1 AND NO. 2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING
 LX5416'BEDROCK.
 LX5416'
 LX5416'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE STANDARD DISCS
 LX5416'SET IN LEDGE W AND NW OF THE STATION RESPECTIVELY.
 LX5416'
 LX5416'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5416
 LX5416                          STATION RECOVERY (1954)
 LX5416
 LX5416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5416'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5416'PUBLISHED DESCRIPTION IS ADEQUATE.
 LX5416'
 LX5416'STATION MARK IS STAMPED SEASIDE 1934.
 LX5416'
 LX5416'REFERENCE MARK 1 IS STAMPED SEASIDE NO 1 1934.
 LX5416'
 LX5416'REFERENCE MARK 2 IS STAMPED SEASIDE NO 2 1934.
 LX5416
 LX5416                          STATION RECOVERY (1971)
 LX5416
 LX5416'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5416'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5416'REACH THE STATION FROM WATERFORD AT THE INTERSECTION OF ROUTE 156
 LX5416'AND ROUTE 213 (GREAT NECK ROAD) GO SOUTH ON ROUTE 213 FOR 2.5 MILE
 LX5416'TO SHORE ROAD, TURN RIGHT, (WEST), GO 0.5 MILE TO MAGONK POINT
 LX5416'ROAD, THEN, TURN LEFT (SOUTH) GO 0.2 MILE TO THE CUL-DE-SAC, AND
 LX5416'STATION IS 40 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE
 LX5416'RETAINING WALL.
 LX5416
 LX5416                          STATION RECOVERY (1984)
 LX5416
 LX5416'RECOVERY NOTE BY US POWER SQUADRON 1984 (BR)
 LX5416'SEASIDE 1934 GOOD RECOVERED IN GOOD CONDITION.
 LX5416'
 LX5416'PUBLISHED DESCRIPTION IS ADEQUATE.
 LX5416'
 LX5416'R. M. NO. 1 RECOVERED IN GOOD CONDITION.  R. M. NO. 2 IS EAST OF
 LX5416'THE STATION INSTEAD OF WEST.  A CHECK OF THE DESCRIPTION WILL
 LX5416'VERIFY THIS.  STATION, R.M. NO. 2 FOUND IN GOOD ORDER.
 LX5416
 LX5416                          STATION RECOVERY (1989)
 LX5416
 LX5416'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5416'RECOVERED IN GOOD CONDITION.
 LX5416
 LX5416                          STATION RECOVERY (2001)
 LX5416
 LX5416'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5418 ***********************************************************************
 LX5418  DESIGNATION -  SEASIDE SANITARIUM SPIRE
 LX5418  PID         -  LX5418
 LX5418  STATE/COUNTY-  CT/NEW LONDON
 LX5418  USGS QUAD   -  NIANTIC (1983)
 LX5418
 LX5418                         *CURRENT SURVEY CONTROL
 LX5418  ___________________________________________________________________
 LX5418* NAD 83(1996)-  41 18 05.94149(N)    072 07 46.17698(W)     ADJUSTED  
 LX5418* NAVD 88     -                                                        
 LX5418  ___________________________________________________________________
 LX5418  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX5418  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LX5418
 LX5418  HORZ ORDER  -  THIRD
 LX5418
 LX5418.The horizontal coordinates were established by classical geodetic methods
 LX5418.and adjusted by the National Geodetic Survey in August 1998..
 LX5418
 LX5418
 LX5418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5418
 LX5418.The geoid height was determined by GEOID03.
 LX5418
 LX5418;                    North         East     Units Scale Factor Converg.
 LX5418;SPC CT       -   204,596.919   356,767.390   MT  0.99999130   +0 24 41.2
 LX5418;SPC CT       -   671,248.39  1,170,494.35   sFT  0.99999130   +0 24 41.2
 LX5418;SPC NY L     -   127,712.775   456,647.875   MT  1.00002591   +1 13 24.5
 LX5418;SPC NY L     -   419,004.33  1,498,185.57   sFT  1.00002591   +1 13 24.5
 LX5418;UTM  18      - 4,576,219.167   740,323.116   MT  1.00031085   +1 53 43.8
 LX5418
 LX5418                          SUPERSEDED SURVEY CONTROL
 LX5418
 LX5418  NAD 83(1992)-  41 18 05.94031(N)    072 07 46.17609(W) AD(       ) 4
 LX5418  NAD 83(1986)-  41 18 05.94171(N)    072 07 46.18176(W) AD(       ) 4
 LX5418  NAD 27      -  41 18 05.59000(N)    072 07 47.89000(W) AD(       ) 3
 LX5418
 LX5418.Superseded values are not recommended for survey control.
 LX5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5418.See file dsdata.txt to determine how the superseded data were derived.
 LX5418
 LX5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4032376219(NAD 83)
 LX5418_MARKER: 89 = SPIRE
 LX5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5418+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5418
 LX5418  HISTORY     - Date     Condition        Report By
 LX5418  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5418  HISTORY     - 1968     GOOD             CGS
 LX5418  HISTORY     - 1984     GOOD             USPSQD
 LX5418  HISTORY     - 1989     GOOD             USPSQD
 LX5418  HISTORY     - 20010408 GOOD             USPSQD
 LX5418
 LX5418                          STATION DESCRIPTION
 LX5418
 LX5418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5418'THE SPIRE OF THE SEASIDE SANITARIUM IS IN THE CENTER OF THE
 LX5418'MOST EASTERLY BUILDING.  THE BUILDING IS A THREE-STORY BROWN
 LX5418'BRICK STRUCTURE WITH OUTLINED DIAMOND CHECK OF BLUE BRICK.  THE
 LX5418'ROOF IS SLATE OF VARYING COLORS.  THERE IS A ONE-STORY SUN PORCH
 LX5418'ALONG THE FRONT AND ALSO AT EACH END IN THE BACK OF THE
 LX5418'BUILDING.  THERE IS A SQUARE BRICK STACK ON THE N SIDE AT THE
 LX5418'CENTER OF THE BUILDING.
 LX5418'
 LX5418'THE SPIRE IS OCTAGONAL AND COVERED WITH SLATE SHINGLES.  IT HAS
 LX5418'A WEATHER VANE AT THE APEX.
 LX5418'
 LX5418'THE STATION IS THE APEX OF THE SPIRE.  HEIGHT ABOUT 100 FEET
 LX5418'ABOVE GROUND.
 LX5418
 LX5418                          STATION RECOVERY (1968)
 LX5418
 LX5418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5418'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
 LX5418
 LX5418                          STATION RECOVERY (1984)
 LX5418
 LX5418'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5418'STATION RECOVERED GOOD.
 LX5418'
 LX5418'RECOVERED AS DESCRIBED.
 LX5418
 LX5418                          STATION RECOVERY (1989)
 LX5418
 LX5418'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5418'RECOVERED IN GOOD CONDITION.
 LX5418
 LX5418                          STATION RECOVERY (2001)
 LX5418
 LX5418'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5418'THIS STATE OF CONNECTICUT PROPERTY IS NO LONGER IN USE.  IT IS FOR
 LX5418'SALE.  IT WILL UNDOUBTEDLY ALWAYS BE KNOWN AS SEASIDE. THE FUTURE OF
 LX5418'THE SPIRE MAY BE IN QUESTION IF A DEVELOPER BUYS THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5869 ***********************************************************************
 LX5869  DESIGNATION -  SEAVIEW HOTEL
 LX5869  PID         -  LX5869
 LX5869  STATE/COUNTY-  CT/MIDDLESEX
 LX5869  USGS QUAD   -  ESSEX (1977)
 LX5869
 LX5869                         *CURRENT SURVEY CONTROL
 LX5869  ___________________________________________________________________
 LX5869* NAD 83(1996)-  41 16 32.76315(N)    072 27 40.81896(W)     ADJUSTED  
 LX5869* NAVD 88     -                                                        
 LX5869  ___________________________________________________________________
 LX5869  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX5869  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX5869
 LX5869  HORZ ORDER  -  THIRD
 LX5869
 LX5869.The horizontal coordinates were established by classical geodetic methods
 LX5869.and adjusted by the National Geodetic Survey in August 1998..
 LX5869
 LX5869
 LX5869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5869
 LX5869.The geoid height was determined by GEOID03.
 LX5869
 LX5869;                    North         East     Units Scale Factor Converg.
 LX5869;SPC CT       -   201,576.214   328,985.474   MT  0.99999322   +0 11 29.0
 LX5869;SPC CT       -   661,337.96  1,079,346.51   sFT  0.99999322   +0 11 29.0
 LX5869;SPC NY L     -   124,297.814   428,910.762   MT  1.00002245   +1 00 23.1
 LX5869;SPC NY L     -   407,800.41  1,407,184.72   sFT  1.00002245   +1 00 23.1
 LX5869;UTM  18      - 4,572,479.095   712,622.105   MT  1.00015641   +1 40 31.2
 LX5869
 LX5869                          SUPERSEDED SURVEY CONTROL
 LX5869
 LX5869  NAD 83(1992)-  41 16 32.76223(N)    072 27 40.81869(W) AD(       ) 4
 LX5869  NAD 83(1986)-  41 16 32.76427(N)    072 27 40.82213(W) AD(       ) 4
 LX5869  NAD 27      -  41 16 32.40000(N)    072 27 42.50000(W) AD(       ) 3
 LX5869
 LX5869.Superseded values are not recommended for survey control.
 LX5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5869.See file dsdata.txt to determine how the superseded data were derived.
 LX5869
 LX5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1262272479(NAD 83)
 LX5869
 LX5869  HISTORY     - Date     Condition        Report By
 LX5869  HISTORY     - 1934     MONUMENTED       CGS
 LX5869  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX5869  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5869
 LX5869                          STATION DESCRIPTION
 LX5869
 LX5869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5869'THE OLD SEAVIEW HOTEL IS THE LAST BUILDING ON THE EXTREME W END
 LX5869'OF W BEACH ROAD.  THE BUILDING IS A THREE-STORY FRAME STRUCTURE
 LX5869'WITH A VERANDA FOR EACH FLOOR.  IT IS VERY OLD AND DILAPIDATED
 LX5869'AND IS OWNED BY MR. KENNEDY.  THE CUPOLA IS ON THE SE CORNER OF
 LX5869'THE BUILDING, IS 2.33 METERS SQUARE AND 12.1 METERS FROM THE
 LX5869'CENTER OF THE ROAD TO THE CENTER OF THE CUPOLA.
 LX5869'
 LX5869'STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 50 FEET.
 LX5869
 LX5869                          STATION RECOVERY (1960)
 LX5869
 LX5869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5869'STATION DESTROYED IN 1938 HURRICANE.
 LX5869
 LX5869                          STATION RECOVERY (1997)
 LX5869
 LX5869'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6868 ***********************************************************************
 LX6868  DESIGNATION -  SEBERTS HOUSE GABLE
 LX6868  PID         -  LX6868
 LX6868  STATE/COUNTY-  CT/MIDDLESEX
 LX6868  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6868
 LX6868                         *CURRENT SURVEY CONTROL
 LX6868  ___________________________________________________________________
 LX6868* NAD 83(1996)-  41 33 55.79583(N)    072 33 14.78087(W)     ADJUSTED  
 LX6868* NAVD 88     -                                                        
 LX6868  ___________________________________________________________________
 LX6868  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX6868  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6868
 LX6868  HORZ ORDER  -  THIRD
 LX6868
 LX6868.The horizontal coordinates were established by classical geodetic methods
 LX6868.and adjusted by the National Geodetic Survey in August 1998..
 LX6868
 LX6868
 LX6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6868
 LX6868.The geoid height was determined by GEOID03.
 LX6868
 LX6868;                    North         East     Units Scale Factor Converg.
 LX6868;SPC CT       -   233,732.045   321,140.247   MT  0.99998329   +0 07 47.6
 LX6868;SPC CT       -   766,835.88  1,053,607.63   sFT  0.99998329   +0 07 47.6
 LX6868;UTM  18      - 4,604,424.968   703,942.806   MT  1.00011187   +1 37 24.1
 LX6868
 LX6868                          SUPERSEDED SURVEY CONTROL
 LX6868
 LX6868  NAD 83(1992)-  41 33 55.79515(N)    072 33 14.78077(W) AD(       ) 4
 LX6868  NAD 83(1986)-  41 33 55.79690(N)    072 33 14.78287(W) AD(       ) 4
 LX6868  NAD 27      -  41 33 55.43700(N)    072 33 16.46000(W) AD(       ) 3
 LX6868
 LX6868.Superseded values are not recommended for survey control.
 LX6868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6868.See file dsdata.txt to determine how the superseded data were derived.
 LX6868
 LX6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0394304425(NAD 83)
 LX6868
 LX6868  HISTORY     - Date     Condition        Report By
 LX6868  HISTORY     - 1935     MONUMENTED       CGS
 LX6868  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6868  HISTORY     - 19971120 GOOD             USPSQD
 LX6868
 LX6868                          STATION DESCRIPTION
 LX6868
 LX6868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6868'THE HOME OF MRS. HORTANCE SEBERT IS ON THE SIDE OF THE HILL
 LX6868'NORTHEASTERLY OF THE COBALT-MIDDLE HADDAM RAILROAD STATION.
 LX6868'
 LX6868'THE HOUSE IS A 2 1/2-STORY STUCCO BUILDING TRIMMED IN BROWN
 LX6868'BRICK.  THERE IS A HIGH PORCH ON THE SOUTHERLY SIDE OF THE
 LX6868'HOUSE.  THERE IS A DOUBLE WINDOW IN THE S GABLE.  THE ROOF IS
 LX6868'MADE OF WOODEN SHINGLES.  IT IS NEAR THE TRIANGULATION STATION
 LX6868'STEWART AND IS KNOWN AS VILLA CASTERAN.
 LX6868'
 LX6868'THE STATION IS THE CENTER LINE OF THE S GABLE.  HEIGHT ABOUT
 LX6868'40 FEET.
 LX6868
 LX6868                          STATION RECOVERY (1948)
 LX6868
 LX6868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6868'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH
 LX6868'THE FOLLOWING EXCEPTION--
 LX6868'
 LX6868'HOUSE IS NOW OWNED BY D. LEYDENS.
 LX6868
 LX6868                          STATION RECOVERY (1997)
 LX6868
 LX6868'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7470 ***********************************************************************
 LX7470  DESIGNATION -  SECOND
 LX7470  PID         -  LX7470
 LX7470  STATE/COUNTY-  CT/LITCHFIELD
 LX7470  USGS QUAD   -  ROXBURY (1984)
 LX7470
 LX7470                         *CURRENT SURVEY CONTROL
 LX7470  ___________________________________________________________________
 LX7470* NAD 83(1996)-  41 33 13.28178(N)    073 22 18.80536(W)     ADJUSTED  
 LX7470* NAVD 88     -       272.2    (meters)     893.     (feet)  VERTCON   
 LX7470  ___________________________________________________________________
 LX7470  LAPLACE CORR-           5.34  (seconds)                    DEFLEC99
 LX7470  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX7470
 LX7470  HORZ ORDER  -  FIRST
 LX7470
 LX7470.The horizontal coordinates were established by classical geodetic methods
 LX7470.and adjusted by the National Geodetic Survey in August 1998..
 LX7470
 LX7470.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7470
 LX7470.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7470
 LX7470.The geoid height was determined by GEOID03.
 LX7470
 LX7470;                    North         East     Units Scale Factor Converg.
 LX7470;SPC CT       -   232,588.624   252,919.374   MT  0.99998320   -0 24 44.5
 LX7470;SPC CT       -   763,084.51    829,786.31   sFT  0.99998320   -0 24 44.5
 LX7470;UTM  18      - 4,601,504.600   635,776.478   MT  0.99982687   +1 04 48.4
 LX7470
 LX7470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7470!SPC CT       -   0.99996197  x   0.99998320  =   0.99994517
 LX7470!UTM  18      -   0.99996197  x   0.99982687  =   0.99978885
 LX7470
 LX7470|---------------------------------------------------------------------|
 LX7470| PID    Reference Object                     Distance      Geod. Az  |
 LX7470|                                                           dddmmss.s |
 LX7470| CR9140 SECOND RM 1                          13.992 METERS 15956     |
 LX7470| CR9141 SECOND RM 2                          11.609 METERS 25419     |
 LX7470|---------------------------------------------------------------------|
 LX7470
 LX7470                          SUPERSEDED SURVEY CONTROL
 LX7470
 LX7470  NAD 83(1992)-  41 33 13.28162(N)    073 22 18.80551(W) AD(       ) 1
 LX7470  NAD 83(1986)-  41 33 13.28331(N)    073 22 18.80670(W) AD(       ) 1
 LX7470  NAD 83(1986)-  41 33 13.28339(N)    073 22 18.80655(W) AD(       ) 1
 LX7470  NGVD 29 (10/23/89)  272.4    (m)          894.     (f) VERT ANG       
 LX7470
 LX7470.Superseded values are not recommended for survey control.
 LX7470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7470.See file dsdata.txt to determine how the superseded data were derived.
 LX7470
 LX7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3577601505(NAD 83)
 LX7470_MARKER: DS = TRIANGULATION STATION DISK
 LX7470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7470+STABILITY: SURFACE MOTION
 LX7470
 LX7470  HISTORY     - Date     Condition        Report By
 LX7470  HISTORY     - 1983     MONUMENTED       NGS
 LX7470
 LX7470                          STATION DESCRIPTION
 LX7470
 LX7470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7470'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHEAST
 LX7470'FROM NEW MILFORD, 5.5 KM (3.4 MI) WEST FROM ROXBURY,
 LX7470'0.6 KM (0.4 MI) NORTHEAST FROM STATE HIGHWAY 67 AND JUST
 LX7470'WEST OF THE SUMMIT OF SECOND HILL.
 LX7470'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7470'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7470'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX7470'PHONE 203-566-4638.
 LX7470'
 LX7470'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7470'HIGHWAYS 67 AND 133 AND SECOND HILL ROAD ABOUT 4.8 KM
 LX7470'(3 MI) SOUTHEAST FROM NEW MILFORD, GO NORTH ON SECOND
 LX7470'HILL ROAD FOR 0.6 KM (0.4 MI) TO SECOND RM 3 ON THE
 LX7470'RIGHT.  CONTINUE NORTH ON SECOND HILL ROAD FOR 0.2 KM
 LX7470'(0.15 MI) TO THE STATION ON THE LEFT.
 LX7470'
 LX7470'THE STATION IS A STANDARD NGS DISK
 LX7470'STAMPED---SECOND 1983---,
 LX7470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7470'FLUSH WITH GROUND.  IT IS LOCATED
 LX7470'18.4 METERS (60.4 FT) NORTHEAST FROM A RADIO TOWER,
 LX7470'11.9 METERS (38.9 FT) EAST-NORTHEAST FROM THE NORTHEAST CORNER
 LX7470'OF A TIN SHED,
 LX7470'6.3 METERS (20.6 FT) WEST FROM THE CENTER OF SECOND HILL ROAD
 LX7470'AND
 LX7470'3.5 METERS (11.4 FT) SOUTH-SOUTHWEST FROM A SIGN (STATE PROPERTY
 LX7470'NO TRES-PASSING).
 LX7470'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7470'STAMPED---SECOND 1983---,
 LX7470'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7470'
 LX7470'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7470'STAMPED---SECOND NO 1 1983---,
 LX7470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7470'FLUSH WITH GROUND.  IT IS LOCATED
 LX7470'14.8 METERS (48.4 FT) EAST-SOUTHEAST FROM A RADIO TOWER,
 LX7470'14.0 METERS (46.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 LX7470'TIN SHED AND
 LX7470'6.10 METERS (20.0 FT) WEST FROM THE CENTER OF SECOND HILL ROAD.
 LX7470'MARK IS ABOVE STATION 0.3 METERS.
 LX7470'
 LX7470'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7470'STAMPED---SECOND NO 2 1983---,
 LX7470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7470'FLUSH WITH GROUND.  IT IS LOCATED
 LX7470'17.8 METERS (58.4 FT) WEST FROM THE CENTER OF SECOND HILL ROAD,
 LX7470'3.06 METERS (10.05 FT) NORTH FROM THE NORTHEAST CORNER OF A TIN
 LX7470'SHED AND
 LX7470'1.22 METERS (4.0 FT) SOUTH-SOUTHEAST FROM UTILITY POLE NUMBER 7594.
 LX7470'MARK IS BELOW STATION 0.9 METERS.
 LX7470'
 LX7470'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7470'STAMPED---SECOND NO 3 1983---,
 LX7470'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7470'FLUSH WITH GROUND.  IT IS LOCATED
 LX7470'6.64 METERS (21.8 FT) SOUTH-SOUTHWEST FROM A 65 CM MAPLE TREE,
 LX7470'5.58 METERS (18.3 FT) EAST FROM THE CENTER OF SECOND HILL ROAD,
 LX7470'1.61 METERS (5.3 FT) NORTHEAST FROM A WITNESS POST AND
 LX7470'1.34 METERS (4.4 FT) EAST FROM UTILITY POLE NUMBER 1056.
 LX7470'MARK IS ABOVE STATION 1.2 METERS.
 LX7470'
 LX7470'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7470'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7471 ***********************************************************************
 LX7471  DESIGNATION -  SECOND RM 3
 LX7471  PID         -  LX7471
 LX7471  STATE/COUNTY-  CT/LITCHFIELD
 LX7471  USGS QUAD   -  ROXBURY (1984)
 LX7471
 LX7471                         *CURRENT SURVEY CONTROL
 LX7471  ___________________________________________________________________
 LX7471* NAD 83(1996)-  41 33 07.99408(N)    073 22 15.83621(W)     ADJUSTED  
 LX7471* NAVD 88     -       273.     (meters)     896.     (feet)  VERTCON   
 LX7471  ___________________________________________________________________
 LX7471  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 LX7471  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX7471
 LX7471  HORZ ORDER  -  SECOND
 LX7471
 LX7471.The horizontal coordinates were established by classical geodetic methods
 LX7471.and adjusted by the National Geodetic Survey in August 1998..
 LX7471
 LX7471.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7471
 LX7471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7471
 LX7471.The geoid height was determined by GEOID03.
 LX7471
 LX7471;                    North         East     Units Scale Factor Converg.
 LX7471;SPC CT       -   232,425.003   252,987.006   MT  0.99998319   -0 24 42.5
 LX7471;SPC CT       -   762,547.70    830,008.20   sFT  0.99998319   -0 24 42.5
 LX7471;UTM  18      - 4,601,342.822   635,848.338   MT  0.99982711   +1 04 50.3
 LX7471
 LX7471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7471!SPC CT       -   0.99996178  x   0.99998319  =   0.99994497
 LX7471!UTM  18      -   0.99996178  x   0.99982711  =   0.99978890
 LX7471
 LX7471                          SUPERSEDED SURVEY CONTROL
 LX7471
 LX7471  NAD 83(1992)-  41 33 07.99392(N)    073 22 15.83636(W) AD(       ) 2
 LX7471  NAD 83(1986)-  41 33 07.99571(N)    073 22 15.83760(W) AD(       ) 2
 LX7471  NAD 83(1986)-  41 33 07.99569(N)    073 22 15.83740(W) AD(       ) 2
 LX7471  NGVD 29 (10/23/89)  274.     (m)          899.     (f) VERT ANG       
 LX7471
 LX7471.Superseded values are not recommended for survey control.
 LX7471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7471.See file dsdata.txt to determine how the superseded data were derived.
 LX7471
 LX7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3584801343(NAD 83)
 LX7471_MARKER: DR = REFERENCE MARK DISK
 LX7471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7471_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7471+STABILITY: SURFACE MOTION
 LX7471
 LX7471  HISTORY     - Date     Condition        Report By
 LX7471  HISTORY     - 1983     MONUMENTED       NGS
 LX7471
 LX7471                          STATION DESCRIPTION
 LX7471
 LX7471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7471'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHEAST FROM
 LX7471'NEW MILFORD, 5.5 KM (3.4 MI) WEST
 LX7471'WEST FROM ROXBURY, 0.6 KM (0.4 MI) NORTHEAST FROM
 LX7471'STATE HIGHWAY 67 AND JUST WEST OF THE SUMMIT OF SECOND
 LX7471'HILL.
 LX7471'OWNERSHIP--A VONDERWEIGHT, 460 SECOND HILL ROAD,
 LX7471'NEW MILFORD CT 06776.
 LX7471'
 LX7471'TO REACH THE STATION FROM THE JUNCTIONS OF STATE
 LX7471'HIGHWAYS 67 AND 133 AND SECOND HILL ROAD (ABOUT
 LX7471'4.8 KM (3 MI) SOUTHEAST FROM NEW MILFORD), GO NORTH ON
 LX7471'SECOND HILL ROAD FOR 0.6 KM (0.4 MI) TO THE STATION
 LX7471'ON THE RIGHT.
 LX7471'
 LX7471'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7471'STAMPED---SECOND NO 3 1983---,
 LX7471'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7471'FLUSH WITH GROUND.  IT IS LOCATED
 LX7471'6.64 METERS (21.8 FT) SOUTH-SOUTHWEST FROM A 65 CM MAPLE TREE,
 LX7471'5.58 METERS (18.3 FT) EAST FROM THE CENTER OF SECOND HILL ROAD,
 LX7471'1.61 METERS (5.3 FT) NORTHEAST FROM A CARSONITE WITNESS POST AND
 LX7471'1.34 METERS (4.4 FT) EAST FROM UTILITY POLE NUMBER 1056.
 LX7471'
 LX7471'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7471'DESCRIBED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6013 ***********************************************************************
 LX6013  DESIGNATION -  SEELEYS SUMMER HOUSE GABLE
 LX6013  PID         -  LX6013
 LX6013  STATE/COUNTY-  CT/MIDDLESEX
 LX6013  USGS QUAD   -  DEEP RIVER (1971)
 LX6013
 LX6013                         *CURRENT SURVEY CONTROL
 LX6013  ___________________________________________________________________
 LX6013* NAD 83(1996)-  41 22 40.15788(N)    072 23 08.17495(W)     ADJUSTED  
 LX6013* NAVD 88     -                                                        
 LX6013  ___________________________________________________________________
 LX6013  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LX6013  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX6013
 LX6013  HORZ ORDER  -  THIRD
 LX6013
 LX6013.The horizontal coordinates were established by classical geodetic methods
 LX6013.and adjusted by the National Geodetic Survey in August 1998..
 LX6013
 LX6013
 LX6013.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6013
 LX6013.The geoid height was determined by GEOID03.
 LX6013
 LX6013;                    North         East     Units Scale Factor Converg.
 LX6013;SPC CT       -   212,934.125   335,282.890   MT  0.99998682   +0 14 29.8
 LX6013;SPC CT       -   698,601.38  1,100,007.28   sFT  0.99998682   +0 14 29.8
 LX6013;UTM  18      - 4,583,998.553   718,624.043   MT  1.00018825   +1 43 43.9
 LX6013
 LX6013                          SUPERSEDED SURVEY CONTROL
 LX6013
 LX6013  NAD 83(1992)-  41 22 40.15698(N)    072 23 08.17462(W) AD(       ) 4
 LX6013  NAD 83(1986)-  41 22 40.15879(N)    072 23 08.17778(W) AD(       ) 4
 LX6013  NAD 27      -  41 22 39.80300(N)    072 23 09.88700(W) AD(       ) 3
 LX6013
 LX6013.Superseded values are not recommended for survey control.
 LX6013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6013.See file dsdata.txt to determine how the superseded data were derived.
 LX6013
 LX6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1862483999(NAD 83)
 LX6013
 LX6013  HISTORY     - Date     Condition        Report By
 LX6013  HISTORY     - 1935     MONUMENTED       CGS
 LX6013  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6013  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6013
 LX6013                          STATION DESCRIPTION
 LX6013
 LX6013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6013'THIS BUILDING IS ON LAND BELONGING TO GEORGE C. SEELEY ON THE
 LX6013'RIVER ROAD BETWEEN ESSEX AND DEEP RIVER.  THE SEELEY RESIDENCE
 LX6013'IS ON THE WESTERLY SIDE OF THE HIGHWAY ABOUT 2.3 MILES FROM
 LX6013'ESSEX SQUARE.
 LX6013'
 LX6013'THE SUMMER HOUSE IS DIRECTLY E OF THE RESIDENCE AND AT THE
 LX6013'RIVER END OF A LONG WOODEN FOOT BRIDGE.  IT MEASURES ABOUT 14
 LX6013'FEET BY 16 FEET AND IS SCREENED ALL AROUND, WITH A SHINGLED
 LX6013'STRIP ABOUT 3 FEET WIDE, BELOW THE SCREENS.  THE GABLES FACE E
 LX6013'AND W.
 LX6013'
 LX6013'CENTER IS THE APEX OF THE EASTERLY GABLE.
 LX6013'
 LX6013'CENTER IS 11.5 METERS W OF ORDINARY HIGH WATER LINE OF THE RIVER.
 LX6013
 LX6013                          STATION RECOVERY (1961)
 LX6013
 LX6013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6013'THIS STATION SHOULD BE CLASSIFIED AS LOST.  LOCAL RESIDENTS
 LX6013'STATED THAT THE BUILDING HAD NOT BEEN USED IN THE PAST 20 YRS. AND
 LX6013'WAS IN SHAMBLES.
 LX6013
 LX6013                          STATION RECOVERY (1984)
 LX6013
 LX6013'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6013'STATION DESTROYED.  LOCATION NOW OCCUPIED BY HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5955 ***********************************************************************
 LX5955  DESIGNATION -  SELDENS BARN GABLE
 LX5955  PID         -  LX5955
 LX5955  STATE/COUNTY-  CT/NEW LONDON
 LX5955  USGS QUAD   -  DEEP RIVER (1971)
 LX5955
 LX5955                         *CURRENT SURVEY CONTROL
 LX5955  ___________________________________________________________________
 LX5955* NAD 83(1996)-  41 24 43.16361(N)    072 25 13.54299(W)     ADJUSTED  
 LX5955* NAVD 88     -                                                        
 LX5955  ___________________________________________________________________
 LX5955  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LX5955  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX5955
 LX5955  HORZ ORDER  -  THIRD
 LX5955
 LX5955.The horizontal coordinates were established by classical geodetic methods
 LX5955.and adjusted by the National Geodetic Survey in August 1998..
 LX5955
 LX5955
 LX5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5955
 LX5955.The geoid height was determined by GEOID03.
 LX5955
 LX5955;                    North         East     Units Scale Factor Converg.
 LX5955;SPC CT       -   216,717.127   332,355.312   MT  0.99998538   +0 13 06.7
 LX5955;SPC CT       -   711,012.77  1,090,402.39   sFT  0.99998538   +0 13 06.7
 LX5955;UTM  18      - 4,587,704.985   715,598.640   MT  1.00017208   +1 42 25.1
 LX5955
 LX5955                          SUPERSEDED SURVEY CONTROL
 LX5955
 LX5955  NAD 83(1992)-  41 24 43.16276(N)    072 25 13.54269(W) AD(       ) 4
 LX5955  NAD 83(1986)-  41 24 43.16456(N)    072 25 13.54569(W) AD(       ) 4
 LX5955  NAD 27      -  41 24 42.80500(N)    072 25 15.24900(W) AD(       ) 3
 LX5955
 LX5955.Superseded values are not recommended for survey control.
 LX5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5955.See file dsdata.txt to determine how the superseded data were derived.
 LX5955
 LX5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1559987705(NAD 83)
 LX5955
 LX5955  HISTORY     - Date     Condition        Report By
 LX5955  HISTORY     - 1934     MONUMENTED       CGS
 LX5955  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5955
 LX5955                          STATION DESCRIPTION
 LX5955
 LX5955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5955'THIS BARN IS ON THE ORIGINAL SELDEN HOMESTEAD AT THE NW SIDE
 LX5955'OF THE ENTRANCE TO SELDEN COVE.  THE BARN IS THE MOST WESTERLY
 LX5955'OF THE BUILDINGS ON THE FARM AND IS IN A VERY DELAPIDATED
 LX5955'CONDITION.  IT IS RECTANGULAR IN PLAN WITH GABLES FACING E AND W.
 LX5955'
 LX5955'CENTER IS THE APEX OF THE W GABLE.
 LX5955
 LX5955                          STATION RECOVERY (1948)
 LX5955
 LX5955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5955'THE STATION WAS RECOVERED AS DESCRIBED, THE DESCRIPTION BEING
 LX5955'ADEQUATE WITH THE FOLLOWING EXCEPTION--
 LX5955'
 LX5955'TWO DWELLINGS AND TWO BARNS HAVE BEEN ERECTED W OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7357 ***********************************************************************
 LX7357  DESIGNATION -  SELLECK
 LX7357  PID         -  LX7357
 LX7357  STATE/COUNTY-  CT/LITCHFIELD
 LX7357  USGS QUAD   -  SHARON (1969)
 LX7357
 LX7357                         *CURRENT SURVEY CONTROL
 LX7357  ___________________________________________________________________
 LX7357* NAD 83(1996)-  41 58 47.51031(N)    073 26 57.63318(W)     ADJUSTED  
 LX7357* NAVD 88     -       358.0    (meters)    1175.     (feet)  VERTCON   
 LX7357  ___________________________________________________________________
 LX7357  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 LX7357  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX7357
 LX7357  HORZ ORDER  -  SECOND
 LX7357
 LX7357.The horizontal coordinates were established by classical geodetic methods
 LX7357.and adjusted by the National Geodetic Survey in August 1998..
 LX7357
 LX7357.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7357
 LX7357.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7357
 LX7357.The geoid height was determined by GEOID03.
 LX7357
 LX7357;                    North         East     Units Scale Factor Converg.
 LX7357;SPC CT       -   279,970.856   246,841.138   MT  1.00001343   -0 27 49.3
 LX7357;SPC CT       -   918,537.72    809,844.63   sFT  1.00001343   -0 27 49.3
 LX7357;SPC NY E     -   349,897.685   237,067.023   MT  0.99999325   +0 42 10.1
 LX7357;SPC NY E     - 1,147,955.99    777,777.39   sFT  0.99999325   +0 42 10.1
 LX7357;UTM  18      - 4,648,703.448   628,463.921   MT  0.99980307   +1 02 14.4
 LX7357
 LX7357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7357!SPC CT       -   0.99994860  x   1.00001343  =   0.99996203
 LX7357!SPC NY E     -   0.99994860  x   0.99999325  =   0.99994185
 LX7357!UTM  18      -   0.99994860  x   0.99980307  =   0.99975168
 LX7357
 LX7357|---------------------------------------------------------------------|
 LX7357| PID    Reference Object                     Distance      Geod. Az  |
 LX7357|                                                           dddmmss.s |
 LX7357| CR8740 SELLECK RM 1                         18.924 METERS 04955     |
 LX7357| CR8741 SELLECK RM 2                         17.509 METERS 27103     |
 LX7357|---------------------------------------------------------------------|
 LX7357
 LX7357                          SUPERSEDED SURVEY CONTROL
 LX7357
 LX7357  NAD 83(1996)-  41 58 47.51033(N)    073 26 57.63340(W) AD(       ) 2
 LX7357  NAD 83(1992)-  41 58 47.51091(N)    073 26 57.63428(W) AD(       ) 2
 LX7357  NAD 83(1992)-  41 58 47.51171(N)    073 26 57.63447(W) AD(       ) 2
 LX7357  NAD 83(1986)-  41 58 47.51163(N)    073 26 57.63102(W) AD(       ) 2
 LX7357  NAD 83(1986)-  41 58 47.51100(N)    073 26 57.62980(W) AD(       ) 2
 LX7357  NGVD 29 (07/14/89)  358.2    (m)         1175.     (f) VERT ANG       
 LX7357
 LX7357.Superseded values are not recommended for survey control.
 LX7357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7357.See file dsdata.txt to determine how the superseded data were derived.
 LX7357
 LX7357_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2846448703(NAD 83)
 LX7357_MARKER: DS = TRIANGULATION STATION DISK
 LX7357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7357_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7357+STABILITY: SURFACE MOTION
 LX7357
 LX7357  HISTORY     - Date     Condition        Report By
 LX7357  HISTORY     - 1984     MONUMENTED       NGS
 LX7357
 LX7357                          STATION DESCRIPTION
 LX7357
 LX7357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX7357'THE STATION IS LOCATED ABOUT 3.7 KM (2.3 MI)
 LX7357'EAST OF THE NEW YORK STATE LINE, 2.4 KM (1.5 MI) WEST-SOUTHWEST
 LX7357'FROM THE JUNCTION OF U.S. HIGHWAY 44 AND STATE HIGHWAY 41 IN
 LX7357'SALISBURY AND 1.8 KM (1.1 MI) NORTH-NORTHWEST FROM THE JUNCTION OF
 LX7357'HIGHWAYS 44 AND 41 IN LAKEVILLE.
 LX7357'OWNERSHIP--MR A K HAMILTON, SELLECK HILL ROAD, SALISBURY CT 06068,
 LX7357'PHONE 203-435-9230.
 LX7357'
 LX7357'TO REACH THE STATION FROM THE TOWN HALL IN SALISBURY, AT THE
 LX7357'JUNCTION OF STATE HIGHWAY 41 AND WASHINE STREET, GO NORTHWEST ON
 LX7357'WASHINE STREET FOR 0.3 KM (0.15 MI) TO A FORK. BEAR LEFT ON
 LX7357'SELLECK HILL ROAD FOR 2.25 KM (1.4 MI) TO A FIELD ENTRANCE ON THE
 LX7357'LEFT, JUST BEFORE REACHING THE HAMILTON HOUSE ON THE
 LX7357'LEFT. TURN LEFT FOR ABOUT 30 METERS (100 FT) TO THE STATION NEAR
 LX7357'THE SOUTHEAST CORNER OF THE LAWN.
 LX7357'
 LX7357'THE STATION IS A STANDARD NGS DISK
 LX7357'STAMPED---SELLECK 1984---,
 LX7357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7357'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7357'20.66 METERS (67.8 FT) SOUTH FROM THE SOUTHEAST CORNER OF A HOUSE,
 LX7357'18.44 METERS (60.5 FT) SOUTHEAST FROM A 63 CM IN DIAMETER MAPLE
 LX7357'TREE AND
 LX7357'14.63 METERS (48.0 FT) SOUTHWEST FROM A 30 CM IN DIAMETER BIRCH
 LX7357'TREE.
 LX7357'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7357'STAMPED---SELLECK 1984---,
 LX7357'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7357'
 LX7357'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 LX7357'STAMPED---SELLECK NO 1 1984---,
 LX7357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7357'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7357'18.07 METERS (59.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 LX7357'HOUSE,
 LX7357'7.59 METERS (24.9 FT) SOUTH FROM A 46 CM IN DIAMETER APPLE TREE AND
 LX7357'5.91 METERS (19.4 FT) EAST FROM A 30 CM IN DIAMETER BIRCH TREE.
 LX7357'MARK IS 0.5 METER ABOVE THE STATION.
 LX7357'
 LX7357'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LX7357'STAMPED---SELLECK NO 2 1984---,
 LX7357'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX7357'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX7357'17.5 METERS (57.4 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE HOUSE,
 LX7357'15.27 METERS (50.1 FT) SOUTHEAST FROM A 50 CM IN DIAMETER TWIN
 LX7357'TRUNKED PEAR TREE AND
 LX7357'12.56 METERS (41.2 FT) SOUTH-SOUTHWEST FROM A 63 CM IN DIAMETER
 LX7357'MAPLE TREE.
 LX7357'MARK IS LEVEL WITH THE STATION.
 LX7357'
 LX7357'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 LX7357'
 LX7357'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7357'
 LX7357'DESCRIBED BY D. L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5978 ***********************************************************************
 LX5978  DESIGNATION -  SENFS CHIMNEY
 LX5978  PID         -  LX5978
 LX5978  STATE/COUNTY-  CT/MIDDLESEX
 LX5978  USGS QUAD   -  DEEP RIVER (1971)
 LX5978
 LX5978                         *CURRENT SURVEY CONTROL
 LX5978  ___________________________________________________________________
 LX5978* NAD 83(1996)-  41 24 30.71451(N)    072 25 45.41409(W)     ADJUSTED  
 LX5978* NAVD 88     -                                                        
 LX5978  ___________________________________________________________________
 LX5978  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LX5978  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX5978
 LX5978  HORZ ORDER  -  THIRD
 LX5978
 LX5978.The horizontal coordinates were established by classical geodetic methods
 LX5978.and adjusted by the National Geodetic Survey in August 1998..
 LX5978
 LX5978
 LX5978.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5978
 LX5978.The geoid height was determined by GEOID03.
 LX5978
 LX5978;                    North         East     Units Scale Factor Converg.
 LX5978;SPC CT       -   216,330.289   331,616.555   MT  0.99998551   +0 12 45.6
 LX5978;SPC CT       -   709,743.62  1,087,978.65   sFT  0.99998551   +0 12 45.6
 LX5978;UTM  18      - 4,587,299.013   714,870.045   MT  1.00016822   +1 42 03.5
 LX5978
 LX5978                          SUPERSEDED SURVEY CONTROL
 LX5978
 LX5978  NAD 83(1992)-  41 24 30.71365(N)    072 25 45.41379(W) AD(       ) 4
 LX5978  NAD 83(1986)-  41 24 30.71547(N)    072 25 45.41677(W) AD(       ) 4
 LX5978  NAD 27      -  41 24 30.35700(N)    072 25 47.12700(W) AD(       ) 3
 LX5978
 LX5978.Superseded values are not recommended for survey control.
 LX5978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5978.See file dsdata.txt to determine how the superseded data were derived.
 LX5978
 LX5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1487087299(NAD 83)
 LX5978
 LX5978  HISTORY     - Date     Condition        Report By
 LX5978  HISTORY     - 1934     MONUMENTED       CGS
 LX5978  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5978  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5978
 LX5978                          STATION DESCRIPTION
 LX5978
 LX5978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5978'THE SUMMER CAMP OF CHARLES A. SENF IS ABOUT 160 METERS N OF THE
 LX5978'MOUTH OF CHESTER CREEK AND 9 METERS W OF THE RIVER BANK.  IT IS
 LX5978'A 15 BY 12 FOOT WOODEN SHACK, 1-STORY HIGH.  IT IS RAISED ABOUT
 LX5978'3 FEET ABOVE GROUND, ON POSTS.  A ROOFLESS PORCH OF EQUAL SIZE
 LX5978'IS ATTACHED TO THE E SIDE.  A LARGE COBBLESTONE CHIMNEY RISES
 LX5978'ALONGSIDE THE W WALL OF THE BUILDING.  THE CHIMNEY IS SQUARE
 LX5978'ABOVE THE EAVES OF THE ROOF AND HAS A SINGLE VITRIFIED TILE
 LX5978'PROJECTING FOR A FLUE LINING.
 LX5978'
 LX5978'THE REMAINS OF A LARGER BUILDING ARE IN THE NEXT FIELD TO
 LX5978'THE N.  A SMALLER CAMP BUILDING IS IN A THIN GROVE OF TREES
 LX5978'NORTHEASTERLY.
 LX5978'
 LX5978'STATION IS THE CENTER LINE OF THE CHIMNEY.
 LX5978
 LX5978                          STATION RECOVERY (1948)
 LX5978
 LX5978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5978'THIS STATION HAS BEEN DESTROYED.
 LX5978
 LX5978                          STATION RECOVERY (1997)
 LX5978
 LX5978'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3672 ***********************************************************************
 LX3672  DESIGNATION -  SEYMOUR
 LX3672  PID         -  LX3672
 LX3672  STATE/COUNTY-  CT/NEW HAVEN
 LX3672  USGS QUAD   -  ANSONIA (1984)
 LX3672
 LX3672                         *CURRENT SURVEY CONTROL
 LX3672  ___________________________________________________________________
 LX3672* NAD 83(1996)-  41 21 45.01995(N)    073 06 57.07703(W)     ADJUSTED  
 LX3672* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 LX3672  ___________________________________________________________________
 LX3672  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 LX3672  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX3672
 LX3672  HORZ ORDER  -  FIRST
 LX3672
 LX3672.The horizontal coordinates were established by classical geodetic methods
 LX3672.and adjusted by the National Geodetic Survey in August 1998..
 LX3672
 LX3672.The orthometric height was scaled from a topographic map.
 LX3672
 LX3672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3672
 LX3672.The geoid height was determined by GEOID03.
 LX3672
 LX3672;                    North         East     Units Scale Factor Converg.
 LX3672;SPC CT       -   211,233.657   274,189.090   MT  0.99998758   -0 14 33.3
 LX3672;SPC CT       -   693,022.42    899,568.71   sFT  0.99998758   -0 14 33.3
 LX3672;UTM  18      - 4,580,712.514   657,591.795   MT  0.99990565   +1 14 43.2
 LX3672
 LX3672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3672!SPC CT       -   0.99997444  x   0.99998758  =   0.99996202
 LX3672!UTM  18      -   0.99997444  x   0.99990565  =   0.99988009
 LX3672
 LX3672|---------------------------------------------------------------------|
 LX3672| PID    Reference Object                     Distance      Geod. Az  |
 LX3672|                                                           dddmmss.s |
 LX3672| CR9718 SEYMOUR RM 3                         31.362 METERS 15243     |
 LX3672| CB4416 SEYMOUR RM 2                         31.349 METERS 15245     |
 LX3672| LX7611 SEYMOUR RM 4                        200.643 METERS 15319     |
 LX3672| CB4415 SEYMOUR RM 1                         38.290 METERS 30509     |
 LX3672| CB3814 3032 AZ MK                                         3242222.3 |
 LX3672| LX3680 OXFORD RESET                        APPROX. 5.6 KM 3481645.4 |
 LX3672|---------------------------------------------------------------------|
 LX3672
 LX3672                          SUPERSEDED SURVEY CONTROL
 LX3672
 LX3672  NAD 83(1992)-  41 21 45.01902(N)    073 06 57.07705(W) AD(       ) 1
 LX3672  NAD 83(1986)-  41 21 45.01936(N)    073 06 57.08156(W) AD(       ) 1
 LX3672  NAD 83(1986)-  41 21 45.01686(N)    073 06 57.08068(W) AD(       ) 2
 LX3672  NAD 27      -  41 21 44.66400(N)    073 06 58.68700(W) AD(       ) 2
 LX3672
 LX3672.Superseded values are not recommended for survey control.
 LX3672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3672.See file dsdata.txt to determine how the superseded data were derived.
 LX3672
 LX3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5759280713(NAD 83)
 LX3672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3672+STABILITY: SURFACE MOTION
 LX3672
 LX3672  HISTORY     - Date     Condition        Report By
 LX3672  HISTORY     - 1941     MONUMENTED       CTGS
 LX3672  HISTORY     - 1982     GOOD             NGS
 LX3672  HISTORY     - 1988     GOOD             USPSQD
 LX3672  HISTORY     - 1989     GOOD             USPSQD
 LX3672
 LX3672                          STATION DESCRIPTION
 LX3672
 LX3672'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LX3672'STATION IS ON LARGE FLAT HILL KNOWN AS GREAT HILL SITUATED
 LX3672'ABOUT 2.7 MILES (BY AIR LINE) NW OF DERBY CENTER.  IT IS A
 LX3672'BRONZE DISK, STAMPED SEYMOUR-1941, SET IN A SQUARE CONCRETE POST.
 LX3672'
 LX3672'REFERENCE MARK NO.1 IS A BRONZE TRAVERSE DISK, STAMPED
 LX3672'SEYMOUR R.M. NO.1, SET IN CONCRETE IN A DEPRESSION IN ROCK
 LX3672'OUTCROP.  IT IS 125.65 FEET WNW OF STATION.
 LX3672'
 LX3672'REFERENCE MARK NO.2 IS A BRONZE TRAVERSE DISK, STAMPED SEYMOUR
 LX3672'R.M. NO.2, SET IN CONCRETE IN A DEPRESSION IN ROCK SSE OF STATION.
 LX3672'
 LX3672'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN
 LX3672'NOTE 11A.
 LX3672'
 LX3672'TO REACH FROM THE JUNCTION OF BRIDGE, MAIN AND OLIVIA STREETS
 LX3672'IN DERBY, GO NW OF ROUTE 34, 4.4 MILES TO INTERSECTION OF
 LX3672'ROUTES 34 AND 188, TURN RIGHT ON ROUTE 188 AND GO 12.5 MILES
 LX3672'TO TRAFFIC CIRCLE, TURN RIGHT ON GREAT HILL ROAD AND GO 1.35
 LX3672'MILES TO STATION.  STATION IS ON NE SIDE OF ROAD ON HIGHWAY
 LX3672'PROPERTY, BETWEEN ROAD AND STONE WALL, HALFWAY BETWEEN AND
 LX3672'ACROSS THE ROAD FROM C.L. AND P. POLES NO.3383 AND NO.3384.
 LX3672'
 LX3672'HEIGHT OF LIGHT ABOVE STATION MARK 28 METERS.
 LX3672
 LX3672                          STATION RECOVERY (1982)
 LX3672
 LX3672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3672'THE STATION AND REFERENCE MARK 1 WERE RECOVERED IN
 LX3672'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED.
 LX3672'REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 LX3672'THE DIRECTION TO REFERENCE MARK 1 WAS SMALLER BY 4 MINUTES AND THE
 LX3672'DISTANCE CHECKED WITH THE 1941 DATA.
 LX3672'
 LX3672'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTH-NORTHWEST
 LX3672'FROM WEST HAVEN, 7.2 KM (4.5 MI) WEST FROM WOODBRIDGE, 5.3 KM
 LX3672'(3.3 MI) SOUTHWEST FROM SEYMOUR AND 3.2 KM (2.0 MI) NORTHWEST
 LX3672'FROM ANSONIA.
 LX3672'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX3672'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX3672'24 WOLCOTTE HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX3672'
 LX3672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX3672'8 AND 334 IN SEYMOUR (EXIT 19), GO WEST ON HIGHWAY 334
 LX3672'FOR 1.7 KM (1.05 MI) TO A FORK.  BEAR RIGHT AND CONTINUE
 LX3672'ON HIGHWAY 334 FOR 1.2 KM (0.7 MI) TO REFERENCE MARK
 LX3672'4 ON THE LEFT.  CONTINUE FOR 0.2 KM (0.1 MI) TO THE
 LX3672'STATION ON THE RIGHT.
 LX3672'
 LX3672'THE STATION IS A STANDARD NGS DISK
 LX3672'STAMPED---SEYMOUR 1941---,
 LX3672'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 LX3672'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3672'19.3 METERS (33.4 FT) SOUTHEAST FROM A POWER POLE NUMBERED C3384,
 LX3672'18.6 METERS (61.0 FT) NORTH-NORTHEAST FROM A POWER POLE NUMBERED
 LX3672'C3383,
 LX3672'8.11 METERS (26.6 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF
 LX3672'STATE HIGHWAY 334 AND
 LX3672'1.56 METERS (5.1 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX3672'THE UNDERGROUND MARK IS A STANDARD USCGS DISK
 LX3672'STAMPED---SEYMOUR 1941---,
 LX3672'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3672'
 LX3672'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3672'STAMPED---NO RM 1 SEYMOUR 1941---,
 LX3672'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3672'30.45 METERS (99.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A SIDE
 LX3672'ROAD OFF STATE HIGHWAY 334,
 LX3672'11.28 METERS (37.0 FT) SOUTH FROM A POWER POLE NUMBERED C3385,
 LX3672'7.47 METERS (24.5 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 LX3672'OF STATE HIGHWAY 334 AND
 LX3672'3.5 METERS (11.5 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX3672'MARK IS LEVEL WITH STATION.
 LX3672'
 LX3672'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3672'STAMPED---SEYMOUR 1941 NO 3 1982---,
 LX3672'SET INTO THE TOP OF A BOULDER OF 1 METER
 LX3672'LARGEST DIMENSION.  IT IS LOCATED
 LX3672'22.05 METERS (72.35 FT) SOUTHEAST FROM A POWER POLE NUMBERED
 LX3672'C3383,
 LX3672'6.0 METERS (19.7 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 LX3672'OF STATE HIGHWAY 334 AND
 LX3672'2.0 METERS (6.55 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX3672'MARK IS LEVEL WITH STATION.
 LX3672'
 LX3672'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX3672'STAMPED---SEYMOUR 1941 RM 4---,
 LX3672'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3672'7.2 METERS (23.6 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 LX3672'OF STATE HIGHWAY 334,
 LX3672'7.05 METERS (23.0 FT) EAST-NORTHEAST FROM A ROCK WALL AND
 LX3672'2.84 METERS (9.3 FT) NORTH FROM A POWER POLE NUMBERED C3378.
 LX3672'MARK IS LEVEL WITH STATION.
 LX3672'
 LX3672'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.
 LX3672'
 LX3672'DESCRIBED BY D.L. MCFARLAND, CHECKED BY D.R. VARNEY.
 LX3672
 LX3672                          STATION RECOVERY (1988)
 LX3672
 LX3672'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3672'RECOVERED IN GOOD CONDITION.
 LX3672
 LX3672                          STATION RECOVERY (1989)
 LX3672
 LX3672'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7611 ***********************************************************************
 LX7611  DESIGNATION -  SEYMOUR RM 4
 LX7611  PID         -  LX7611
 LX7611  STATE/COUNTY-  CT/NEW HAVEN
 LX7611  USGS QUAD   -  ANSONIA (1984)
 LX7611
 LX7611                         *CURRENT SURVEY CONTROL
 LX7611  ___________________________________________________________________
 LX7611* NAD 83(1996)-  41 21 39.20890(N)    073 06 53.20031(W)     ADJUSTED  
 LX7611* NAVD 88     -       188.3    (meters)     618.     (feet)  VERTCON   
 LX7611  ___________________________________________________________________
 LX7611  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 LX7611  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX7611
 LX7611  HORZ ORDER  -  SECOND
 LX7611
 LX7611.The horizontal coordinates were established by classical geodetic methods
 LX7611.and adjusted by the National Geodetic Survey in August 1998..
 LX7611
 LX7611.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7611
 LX7611.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7611
 LX7611.The geoid height was determined by GEOID03.
 LX7611
 LX7611;                    North         East     Units Scale Factor Converg.
 LX7611;SPC CT       -   211,054.007   274,278.436   MT  0.99998766   -0 14 30.7
 LX7611;SPC CT       -   692,433.02    899,861.84   sFT  0.99998766   -0 14 30.7
 LX7611;UTM  18      - 4,580,535.259   657,685.767   MT  0.99990601   +1 14 45.6
 LX7611
 LX7611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7611!SPC CT       -   0.99997508  x   0.99998766  =   0.99996274
 LX7611!UTM  18      -   0.99997508  x   0.99990601  =   0.99988110
 LX7611
 LX7611                          SUPERSEDED SURVEY CONTROL
 LX7611
 LX7611  NAD 83(1992)-  41 21 39.20820(N)    073 06 53.20048(W) AD(       ) 2
 LX7611  NAD 83(1986)-  41 21 39.20871(N)    073 06 53.20513(W) AD(       ) 2
 LX7611  NAD 83(1986)-  41 21 39.20605(N)    073 06 53.20409(W) AD(       ) 2
 LX7611  NGVD 29 (01/16/90)  188.6    (m)          619.     (f) VERT ANG       
 LX7611
 LX7611.Superseded values are not recommended for survey control.
 LX7611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7611.See file dsdata.txt to determine how the superseded data were derived.
 LX7611
 LX7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5768680535(NAD 83)
 LX7611_MARKER: DR = REFERENCE MARK DISK
 LX7611_SETTING: 66 = SET IN ROCK OUTCROP
 LX7611_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7611+STABILITY: POSITION/ELEVATION WELL
 LX7611
 LX7611  HISTORY     - Date     Condition        Report By
 LX7611  HISTORY     - 1982     MONUMENTED       NGS
 LX7611
 LX7611                          STATION DESCRIPTION
 LX7611
 LX7611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7611'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTH-NORTHWEST
 LX7611'FROM WEST HAVEN, 7.2 KM (4.5 MI) WEST FROM WOODBRIDGE, 5.3 KM
 LX7611'(3.3 MI) SOUTHWEST FROM SEYMOUR AND 3.2 KM (2.0 MI) NORTHWEST
 LX7611'FROM ANSONIA.
 LX7611'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7611'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7611'24 WOLCOTTE HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7611'
 LX7611'TO REACH THE STATION FROM FROM THE JUNCTION OF STATE HIGHWAYS 8
 LX7611'AND 334 IN SEYMOUR (EXIT 19), GO WEST ON HIGHWAY 334
 LX7611'FOR 1.7 KM (1.05 MI) TO A FORK.  BEAR RIGHT AND CONTINUE
 LX7611'ON HIGHWAY 334 FOR 1.2 KM (0.7 MI) TO THE STATION ON
 LX7611'THE LEFT.
 LX7611'
 LX7611'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7611'STAMPED---SEYMOUR 1941 RM 4---,
 LX7611'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7611'7.2 METERS (23.6 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 LX7611'OF STATE HIGHWAY 334,
 LX7611'7.05 METERS (23.0 FT) EAST-NORTHEAST FROM A ROCK WALL AND
 LX7611'2.84 METERS (9.3 FT) NORTH FROM A POWER POLE NUMBERED C3378.
 LX7611'
 LX7611'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7611'AN EDM TRAVERSE WAS MADE TO STATION SEYMOUR          .
 LX7611'
 LX7611'DESCRIBED BY D.L. MCFARLAND, CHECKED BY R.D. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6033 ***********************************************************************
 LX6033  DESIGNATION -  SHAILERS MONUMENT
 LX6033  PID         -  LX6033
 LX6033  STATE/COUNTY-  CT/MIDDLESEX
 LX6033  USGS QUAD   -  DEEP RIVER (1971)
 LX6033
 LX6033                         *CURRENT SURVEY CONTROL
 LX6033  ___________________________________________________________________
 LX6033* NAD 83(1996)-  41 27 21.83795(N)    072 28 44.15459(W)     ADJUSTED  
 LX6033* NAVD 88     -                                                        
 LX6033  ___________________________________________________________________
 LX6033  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 LX6033  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX6033
 LX6033  HORZ ORDER  -  THIRD
 LX6033
 LX6033.The horizontal coordinates were established by classical geodetic methods
 LX6033.and adjusted by the National Geodetic Survey in August 1998..
 LX6033
 LX6033
 LX6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6033
 LX6033.The geoid height was determined by GEOID03.
 LX6033
 LX6033;                    North         East     Units Scale Factor Converg.
 LX6033;SPC CT       -   221,595.233   327,448.655   MT  0.99998405   +0 10 47.0
 LX6033;SPC CT       -   727,017.03  1,074,304.46   sFT  0.99998405   +0 10 47.0
 LX6033;UTM  18      - 4,592,454.754   710,565.989   MT  1.00014568   +1 40 10.8
 LX6033
 LX6033                          SUPERSEDED SURVEY CONTROL
 LX6033
 LX6033  NAD 83(1992)-  41 27 21.83715(N)    072 28 44.15439(W) AD(       ) 4
 LX6033  NAD 83(1986)-  41 27 21.83894(N)    072 28 44.15693(W) AD(       ) 4
 LX6033  NAD 27      -  41 27 21.48000(N)    072 28 45.86000(W) AD(       ) 3
 LX6033
 LX6033.Superseded values are not recommended for survey control.
 LX6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6033.See file dsdata.txt to determine how the superseded data were derived.
 LX6033
 LX6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1056692455(NAD 83)
 LX6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6033+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX6033
 LX6033  HISTORY     - Date     Condition        Report By
 LX6033  HISTORY     - 1934     MONUMENTED       CGS
 LX6033  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6033  HISTORY     - 1989     GOOD             USPSQD
 LX6033  HISTORY     - 19970220 GOOD             USPSQD
 LX6033  HISTORY     - 20040101 GOOD             USPSQD
 LX6033
 LX6033                          STATION DESCRIPTION
 LX6033
 LX6033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6033'SHAILERVILLE CEMETERY IS ON THE E SIDE OF ROUTE 9 ABOUT TWO THIRDS
 LX6033'MILE ABOVE ROUTE 80.
 LX6033'
 LX6033'THE CEMETERY IS VERY WELL KEPT WITH A STONE FENCE AND IRON
 LX6033'ENTRANCE GATES FACING A SIDE ROAD THAT TURNS OFF THE MAIN ROAD
 LX6033'AT THIS POINT.
 LX6033'
 LX6033'THE MONUMENT TO THE MEMORY OF EZEKIEL SHAILER IS AT THE LEFT
 LX6033'OF THE ENTRANCE, JUST INSIDE THE GATE.  THE PLOT IS
 LX6033'ENCLOSED WITH STONE POST SUPPORTING ORNAMENTED IRON RAILS.  THE
 LX6033'MONUMENT IS A SQUARE, MARBLE SHAFT SUPPORTING A FEMALE FIGURE
 LX6033'WITH HAND RESTING ON AN ANCHOR.
 LX6033'
 LX6033'CENTER IS THE CENTER LINE OF THE SHAFT.
 LX6033
 LX6033                          STATION RECOVERY (1948)
 LX6033
 LX6033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6033'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6033
 LX6033                          STATION RECOVERY (1989)
 LX6033
 LX6033'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX6033'RECOVERED IN GOOD CONDITION.
 LX6033
 LX6033                          STATION RECOVERY (1997)
 LX6033
 LX6033'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6033'RECOVERED IN GOOD CONDITION.
 LX6033
 LX6033                          STATION RECOVERY (2004)
 LX6033
 LX6033'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6038 ***********************************************************************
 LX6038  DESIGNATION -  SHAILERVILLE BAP CH FINIAL
 LX6038  PID         -  LX6038
 LX6038  STATE/COUNTY-  CT/MIDDLESEX
 LX6038  USGS QUAD   -  DEEP RIVER (1971)
 LX6038
 LX6038                         *CURRENT SURVEY CONTROL
 LX6038  ___________________________________________________________________
 LX6038* NAD 83(1996)-  41 27 55.14860(N)    072 28 46.86026(W)     ADJUSTED  
 LX6038* NAVD 88     -                                                        
 LX6038  ___________________________________________________________________
 LX6038  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LX6038  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6038
 LX6038  HORZ ORDER  -  THIRD
 LX6038
 LX6038.The horizontal coordinates were established by classical geodetic methods
 LX6038.and adjusted by the National Geodetic Survey in August 1998..
 LX6038
 LX6038
 LX6038.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6038
 LX6038.The geoid height was determined by GEOID03.
 LX6038
 LX6038;                    North         East     Units Scale Factor Converg.
 LX6038;SPC CT       -   222,622.675   327,382.645   MT  0.99998385   +0 10 45.2
 LX6038;SPC CT       -   730,387.89  1,074,087.89   sFT  0.99998385   +0 10 45.2
 LX6038;UTM  18      - 4,593,480.297   710,473.270   MT  1.00014519   +1 40 10.1
 LX6038
 LX6038                          SUPERSEDED SURVEY CONTROL
 LX6038
 LX6038  NAD 83(1992)-  41 27 55.14782(N)    072 28 46.86006(W) AD(       ) 4
 LX6038  NAD 83(1986)-  41 27 55.14960(N)    072 28 46.86260(W) AD(       ) 4
 LX6038  NAD 27      -  41 27 54.78900(N)    072 28 48.56400(W) AD(       ) 3
 LX6038
 LX6038.Superseded values are not recommended for survey control.
 LX6038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6038.See file dsdata.txt to determine how the superseded data were derived.
 LX6038
 LX6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1047393480(NAD 83)
 LX6038_MARKER: 82 = FINIAL
 LX6038
 LX6038  HISTORY     - Date     Condition        Report By
 LX6038  HISTORY     - UNK      FIRST OBSERVED
 LX6038  HISTORY     - 1934     GOOD             CGS
 LX6038  HISTORY     - 1948     POOR             CGS
 LX6038  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6038
 LX6038                          STATION DESCRIPTION
 LX6038
 LX6038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6038'NO OLD DESCRIPTION.  THE SHAILERVILLE OR HADDAM BAPTIST CHURCH IS
 LX6038'ABOUT 1-1/4 MILES N OF THE INTERSECTION OF ROUTES 80 AND 9.  IT
 LX6038'FACES W ON THE E SIDE OF THE HIGHWAY.  THE BUILDING IS A WHITE
 LX6038'CLAPBOARDED, FRAME STRUCTURE WITH THREE LONG GREEN SHUTTERED
 LX6038'WINDOWS IN BOTH N AND S SIDES.  THE SPIRE IS JUST INSIDE THE W
 LX6038'GABLE OF THE BUILDING.  THE BELFRY HAS A SINGLE ARCHED OPENING
 LX6038'WITH GREEN LOUVRES IN EACH SIDE.  ABOVE THE BELFRY THE SPIRE IS
 LX6038'BOARDED SMOOTHLY.  AT THE TOP IS A FOLIATED WOODEN ORNAMENT
 LX6038'WITH A WOODEN FINIAL ENDING IN A BALL.
 LX6038'
 LX6038'THE CHURCH AND SPIRE ARE IN BAD REPAIR WITH MOST OF THE WHITE
 LX6038'PAINT WEATHERED AWAY.
 LX6038'
 LX6038'CENTER IS THIS FINIAL.
 LX6038
 LX6038                          STATION RECOVERY (1948)
 LX6038
 LX6038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6038'STATION RECOVERED IN POOR CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6038
 LX6038                          STATION RECOVERY (1984)
 LX6038
 LX6038'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6038'STATION RECOVERED.  BELFRY AND SPIRE HAVE BEEN REMOVED.  BUILDING
 LX6038'IS NOW THE OLD CHURCH POTTERY GALLERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6037 ***********************************************************************
 LX6037  DESIGNATION -  SHALE
 LX6037  PID         -  LX6037
 LX6037  STATE/COUNTY-  CT/MIDDLESEX
 LX6037  USGS QUAD   -  DEEP RIVER (1971)
 LX6037
 LX6037                         *CURRENT SURVEY CONTROL
 LX6037  ___________________________________________________________________
 LX6037* NAD 83(1996)-  41 27 54.36765(N)    072 29 00.26461(W)     ADJUSTED  
 LX6037* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 LX6037  ___________________________________________________________________
 LX6037  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX6037  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX6037
 LX6037  HORZ ORDER  -  THIRD
 LX6037
 LX6037.The horizontal coordinates were established by classical geodetic methods
 LX6037.and adjusted by the National Geodetic Survey in August 1998..
 LX6037
 LX6037.The orthometric height was scaled from a topographic map.
 LX6037
 LX6037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6037
 LX6037.The geoid height was determined by GEOID03.
 LX6037
 LX6037;                    North         East     Units Scale Factor Converg.
 LX6037;SPC CT       -   222,597.616   327,071.668   MT  0.99998385   +0 10 36.4
 LX6037;SPC CT       -   730,305.68  1,073,067.63   sFT  0.99998385   +0 10 36.4
 LX6037;UTM  18      - 4,593,447.154   710,163.000   MT  1.00014359   +1 40 01.2
 LX6037
 LX6037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6037!SPC CT       -   0.99999235  x   0.99998385  =   0.99997620
 LX6037!UTM  18      -   0.99999235  x   1.00014359  =   1.00013594
 LX6037
 LX6037:                Primary Azimuth Mark                     Grid Az
 LX6037:SPC CT       -  ORCHARD MANSION BARN VENT                027 10 15.4
 LX6037:UTM  18      -  ORCHARD MANSION BARN VENT                025 40 50.6
 LX6037
 LX6037|---------------------------------------------------------------------|
 LX6037| PID    Reference Object                     Distance      Geod. Az  |
 LX6037|                                                           dddmmss.s |
 LX6037| LX4902 ORCHARD MANSION BARN VENT           APPROX. 5.5 KM 0272051.8 |
 LX6037| LX6009 EAST HADDAM CONG CHURCH             APPROX. 3.5 KM 0611502.5 |
 LX6037| LX6079 ASHTON SCHOOL FLAGSTAFF             APPROX. 1.6 KM 1024936.3 |
 LX6037| CZ7916 SHALE RM 1                           18.890 METERS 13100     |
 LX6037| CZ7917 SHALE RM 2                           17.580 METERS 23218     |
 LX6037| CZ7918 SHALE RM 3 AZIMUTH                                 32512     |
 LX6037|---------------------------------------------------------------------|
 LX6037
 LX6037                          SUPERSEDED SURVEY CONTROL
 LX6037
 LX6037  NAD 83(1992)-  41 27 54.36687(N)    072 29 00.26442(W) AD(       ) 3
 LX6037  NAD 83(1986)-  41 27 54.36869(N)    072 29 00.26699(W) AD(       ) 3
 LX6037  NAD 27      -  41 27 54.00700(N)    072 29 01.96800(W) AD(       ) 3
 LX6037
 LX6037.Superseded values are not recommended for survey control.
 LX6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6037.See file dsdata.txt to determine how the superseded data were derived.
 LX6037
 LX6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1016393447(NAD 83)
 LX6037_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6037_SETTING: 80 = SET IN A BOULDER
 LX6037_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6037+STABILITY: SURFACE MOTION
 LX6037
 LX6037  HISTORY     - Date     Condition        Report By
 LX6037  HISTORY     - 1934     MONUMENTED       CGS
 LX6037  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6037
 LX6037                          STATION DESCRIPTION
 LX6037
 LX6037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6037'THIS STATION IS ON THE PROPERTY OF JOHN SHAILER, ON THE
 LX6037'NORTHEASTERLY SLOPE OF THE HILL JUST W OF THE SHAILERVILLE
 LX6037'BAPTIST CHURCH.  TO APPROACH--GO NORTHERLY ON ROUTE 9, 1.5
 LX6037'MILES BEYOND THE W APPROACH TO THE EAST HADDAM BRIDGE.  TURN
 LX6037'SOUTHWESTERLY THROUGH A BARWAY AT THIS POINT AND PICK UP THE
 LX6037'END OF A STONE FENCE HALF WAY UP THE HILL.  FOLLOW THIS FENCE
 LX6037'SOUTHWESTERLY FOR ABOUT 500 FEET TO THE VICINITY OF THE FIRST
 LX6037'FENCE CORNER.  THE STATION IS ABOUT 23 METERS SE OF THIS FENCE AT
 LX6037'A POINT 15 METERS NE OF THE FENCE CORNER.  A FENCE TO THE
 LX6037'SOUTHWARD IS ABOUT 15 METERS DISTANT.
 LX6037'
 LX6037'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6037'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARK NO.1 IS
 LX6037'A STANDARD BRONZE DISK SET IN A BOULDER AS DESCRIBED IN NOTE
 LX6037'12C.  REFERENCE MARK NO.2 AND REFERENCE MARK NO.3 ARE STANDARD
 LX6037'BRONZE DISKS SET IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES
 LX6037'12A.
 LX6037'
 LX6037'THE STATION IS IN A LARGE BOULDER EMBEDDED IN THE HILLSIDE.  THE
 LX6037'ROCK MEASURES ABOUT 10.5 BY 6 FEET BY 3 FEET HIGH ON THE
 LX6037'EASTERLY SIDE.
 LX6037'
 LX6037'REFERENCE MARK NO.1 IS IN A SIMILAR BOULDER LAYING IN THE
 LX6037'MIDST OF A GROUP OF THREE HICKORY TREES.  TWO OF THESE TREES
 LX6037'HAVE TWIN TRUNKS.  IT IS 14 METERS NE OF THE SOUTHERLY FENCE.  IT
 LX6037'BEARS S 35 DEG E MAGNETIC.
 LX6037'
 LX6037'REFERENCE MARK NO.2 IS IN A FLAT LEDGE FLUSH WITH THE GROUND
 LX6037'1 METER NE OF SOUTHERLY FENCE AND 10 METERS SE OF FENCE CORNER.  IT
 LX6037'BEARS S 65 DEG W MAGNETIC.
 LX6037'
 LX6037'REFERENCE MARK NO.3 IS IN A FLAT OUTCROPPING LEDGE CLOSE TO
 LX6037'THE N FENCE BOUNDING THE NEXT FIELD TO THE NORTHWARD.  THIS
 LX6037'LEDGE HAS A BALANCED BOULDER RESTING ON IT.  THIS REFERENCE MARK
 LX6037'BEARS N 21 DEG W MAGNETIC.
 LX6037'
 LX6037'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX6037
 LX6037                          STATION RECOVERY (1948)
 LX6037
 LX6037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6037'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4672 ***********************************************************************
 LX4672  DESIGNATION -  SHAW
 LX4672  PID         -  LX4672
 LX4672  STATE/COUNTY-  CT/WINDHAM
 LX4672  USGS QUAD   -  HAMPTON (1984)
 LX4672
 LX4672                         *CURRENT SURVEY CONTROL
 LX4672  ___________________________________________________________________
 LX4672* NAD 83(1996)-  41 45 08.23184(N)    072 04 00.53587(W)     ADJUSTED  
 LX4672* NAVD 88     -       213.5    (meters)     700.     (feet)  VERTCON   
 LX4672  ___________________________________________________________________
 LX4672  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX4672  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX4672
 LX4672  HORZ ORDER  -  FIRST
 LX4672
 LX4672.The horizontal coordinates were established by classical geodetic methods
 LX4672.and adjusted by the National Geodetic Survey in August 1998..
 LX4672
 LX4672.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4672
 LX4672.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4672
 LX4672.The geoid height was determined by GEOID03.
 LX4672
 LX4672;                    North         East     Units Scale Factor Converg.
 LX4672;SPC CT       -   254,683.746   361,620.820   MT  0.99999040   +0 27 10.8
 LX4672;SPC CT       -   835,574.92  1,186,417.64   sFT  0.99999040   +0 27 10.8
 LX4672;UTM  18      - 4,626,432.268   743,871.445   MT  1.00033192   +1 57 15.1
 LX4672;UTM  19      - 4,626,820.053   245,016.987   MT  1.00040014   -2 02 36.0
 LX4672
 LX4672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4672!SPC CT       -   0.99997121  x   0.99999040  =   0.99996161
 LX4672!UTM  18      -   0.99997121  x   1.00033192  =   1.00030312
 LX4672!UTM  19      -   0.99997121  x   1.00040014  =   1.00037134
 LX4672
 LX4672|---------------------------------------------------------------------|
 LX4672| PID    Reference Object                     Distance      Geod. Az  |
 LX4672|                                                           dddmmss.s |
 LX4672| CZ7919 SHAW RM 1                            12.150 METERS 06253     |
 LX4672| LX4720 AHOLA                               APPROX. 4.7 KM 1110305.4 |
 LX4672| CZ7921 SHAW RM 3                                          1452823.1 |
 LX4672| CZ7920 SHAW RM 2                            10.272 METERS 30844     |
 LX4672|---------------------------------------------------------------------|
 LX4672
 LX4672                          SUPERSEDED SURVEY CONTROL
 LX4672
 LX4672  NAD 83(1996)-  41 45 08.23114(N)    072 04 00.53560(W) AD(       ) 1
 LX4672  NAD 83(1992)-  41 45 08.23112(N)    072 04 00.53550(W) AD(       ) 1
 LX4672  NAD 83(1992)-  41 45 08.23156(N)    072 04 00.53613(W) AD(       ) 1
 LX4672  NAD 83(1986)-  41 45 08.23195(N)    072 04 00.53585(W) AD(       ) 1
 LX4672  NAD 27      -  41 45 07.87845(N)    072 04 02.26121(W) AD(       ) 1
 LX4672  NGVD 29 (07/19/86)  213.7    (m)          701.     (f) VERT ANG       
 LX4672
 LX4672.Superseded values are not recommended for survey control.
 LX4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4672.See file dsdata.txt to determine how the superseded data were derived.
 LX4672
 LX4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4387126432(NAD 83)
 LX4672_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4672+STABILITY: SURFACE MOTION
 LX4672
 LX4672  HISTORY     - Date     Condition        Report By
 LX4672  HISTORY     - 1974     MONUMENTED       NGS
 LX4672  HISTORY     - 19961125 GOOD             USPSQD
 LX4672
 LX4672                          STATION DESCRIPTION
 LX4672
 LX4672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4672'THE STATION IS ABOUT 4-1/2 MILES EAST OF NORTH WINDHAM, 4 MILES
 LX4672'NORTH OF SCOTLAND AND 2 MILES SOUTH OF HAMPTON, ON SHAW HILL AND
 LX4672'ON PROPERTY OWNED BY MR. FRANCIS C. BROWN.
 LX4672'
 LX4672'TO REACH THE STATION FROM THE POST OFFICE IN HAMPTON, GO SOUTH
 LX4672'ON STATE HIGHWAY 97 FOR 1.05 MILES TO THE JUNCTION WITH
 LX4672'U.S. HIGHWAY 6.  CONTINUE SOUTH ON STATE HIGHWAY 97 FOR 1.3
 LX4672'MILES TO MR. FRANCIS C. BROWNS HOME ON THE RIGHT.  CONTINUE SOUTH
 LX4672'ON HIGHWAY 97 FOR 0.05 MILE TO A DRIVEWAY ON THE RIGHT.  TURN
 LX4672'RIGHT AND GO WEST ON THE DRIVEWAY, PASSING BETWEEN TWO SHEDS,
 LX4672'FOR 0.05 MILE TO A LARGE BARN.  TURN RIGHT, GOING BY THE EAST
 LX4672'SIDE OF THE BARN AND FOLLOW A FIELD ROAD NORTHERLY FOR 0.15
 LX4672'MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE NORTHERLY ON
 LX4672'THE FIELD ROAD FOR 0.1 MILE TO REFERENCE MARK 3 ON THE LEFT.
 LX4672'TURN LEFT AND FOLLOW A FIELD ROAD WESTERLY, ALONG THE NORTH
 LX4672'SIDE OF A ROCK FENCE FOR 0.05 MILE TO WHERE THE FIELD ROAD
 LX4672'TURNS RIGHT.  TURN RIGHT AND FOLLOW THE FIELD ROAD
 LX4672'NORTH, ALONG THE EAST SIDE OF A ROCK FENCE FOR 0.1 MILE TO
 LX4672'THE STATION ON THE LEFT AS DESCRIBED, JUST BEFORE REACHING
 LX4672'A GATE.
 LX4672'
 LX4672'THE STATION MARKS ARE STANDARD DISKS STAMPED SHAW 1974.  THE
 LX4672'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LX4672'GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LX4672'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LX4672'ARE 14.5 FEET SOUTH OF THE CENTER OF A METAL MANHOLE COVER FOR
 LX4672'A TELEPHONE CABLE, 12 FEET NORTHWEST OF THE CENTER OF THE FIELD
 LX4672'ROAD, 6 FEET NORTH OF A METAL WITNESS POST AND 6 FEET NORTHEAST
 LX4672'OF THE NORTH END OF A ROCK FENCE.
 LX4672'
 LX4672'REFERENCE MARK 1, STAMPED SHAW NO 1 1974, IS A STANDARD DISK
 LX4672'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LX4672'IS 39 FEET EAST OF THE CENTER OF THE MANHOLE COVER, 6 FEET WEST
 LX4672'OF A 6-INCH CEDAR TREE AND 1 FOOT SOUTH OF A WIRE FENCE.
 LX4672'
 LX4672'REFERENCE MARK 2, STAMPED SHAW NO 2 1974, IS A STANDARD DISK
 LX4672'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES
 LX4672'ABOVE THE GROUND SURFACE.  IT IS 24 FEET NORTHWEST OF THE CENTER
 LX4672'OF THE MANHOLE COVER, 14 FEET WEST OF A TELEPHONE POLE NUMBER
 LX4672'303 AND 5 FEET SOUTH OF THE WIRE FENCE.
 LX4672'
 LX4672'REFERENCE MARK 3, STAMPED SHAW NO 3 1974 AZ, IS SET IN A ROUND
 LX4672'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 LX4672'IS 12 FEET WEST OF THE CENTER OF A FIELD ROAD, 3 FEET NORTH OF
 LX4672'A ROCK FENCE AND 2 FEET EAST OF A METAL WITNESS POST.
 LX4672'
 LX4672'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 LX4672
 LX4672                          STATION RECOVERY (1996)
 LX4672
 LX4672'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX4672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3605 ***********************************************************************
 LW3605  DESIGNATION -  SHEA
 LW3605  PID         -  LW3605
 LW3605  STATE/COUNTY-  CT/WINDHAM
 LW3605  USGS QUAD   -  PLAINFIELD (1983)
 LW3605
 LW3605                         *CURRENT SURVEY CONTROL
 LW3605  ___________________________________________________________________
 LW3605* NAD 83(1996)-  41 43 58.00972(N)    071 57 53.84781(W)     ADJUSTED  
 LW3605* NAVD 88     -       114.3    (meters)     375.     (feet)  VERTCON   
 LW3605  ___________________________________________________________________
 LW3605  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 LW3605  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW3605
 LW3605  HORZ ORDER  -  FIRST
 LW3605
 LW3605.The horizontal coordinates were established by classical geodetic methods
 LW3605.and adjusted by the National Geodetic Survey in August 1998..
 LW3605
 LW3605.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3605
 LW3605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3605
 LW3605.The geoid height was determined by GEOID03.
 LW3605
 LW3605;                    North         East     Units Scale Factor Converg.
 LW3605;SPC CT       -   252,589.313   370,111.761   MT  0.99998917   +0 31 13.9
 LW3605;SPC CT       -   828,703.44  1,214,275.00   sFT  0.99998917   +0 31 13.9
 LW3605;UTM  19      - 4,624,356.922   253,411.897   MT  1.00034832   -1 58 28.7
 LW3605;UTM  18      - 4,624,560.285   752,417.480   MT  1.00038413   +2 01 16.9
 LW3605
 LW3605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3605!SPC CT       -   0.99998677  x   0.99998917  =   0.99997594
 LW3605!UTM  19      -   0.99998677  x   1.00034832  =   1.00033508
 LW3605!UTM  18      -   0.99998677  x   1.00038413  =   1.00037089
 LW3605
 LW3605:                Primary Azimuth Mark                     Grid Az
 LW3605:SPC CT       -  SHEA AZ MK                               017 53 12.1
 LW3605:UTM  19      -  SHEA AZ MK                               020 22 54.7
 LW3605:UTM  18      -  SHEA AZ MK                               016 23 09.1
 LW3605
 LW3605|---------------------------------------------------------------------|
 LW3605| PID    Reference Object                     Distance      Geod. Az  |
 LW3605|                                                           dddmmss.s |
 LW3605| CB8527 SHEA AZ MK                                         0182426.0 |
 LW3605| LW3707 BORMON                              APPROX. 6.9 KM 0235104.8 |
 LW3605| LW3629 WAUREGAN QUINEBAUG STANDPIPE        APPROX. 5.5 KM 0721431.5 |
 LW3605| LW3602 WAUREGAN QUINEBAUG TEXTILE STK      APPROX. 4.5 KM 0732117.6 |
 LW3605| CB8528 SHEA RM 1                            23.665 METERS 09958     |
 LW3605| LW3603 MOOSUP QUINEBAUG TEXTILE STACK      APPROX. 7.2 KM 1105158.1 |
 LW3605| LW3604 PLAINFIELD OLD ACADEMY CUPOLA       APPROX. 6.9 KM 1401906.9 |
 LW3605| CB8530 SHEA RM 3                                          17601     |
 LW3605| CB8529 SHEA RM 2                            27.010 METERS 19441     |
 LW3605|---------------------------------------------------------------------|
 LW3605
 LW3605                          SUPERSEDED SURVEY CONTROL
 LW3605
 LW3605  NAD 83(1996)-  41 43 58.00898(N)    071 57 53.84752(W) AD(       ) 1
 LW3605  NAD 83(1992)-  41 43 58.00887(N)    071 57 53.84731(W) AD(       ) 1
 LW3605  NAD 83(1992)-  41 43 58.00904(N)    071 57 53.84788(W) AD(       ) 1
 LW3605  NAD 83(1986)-  41 43 58.00940(N)    071 57 53.84752(W) AD(       ) 1
 LW3605  NAD 27      -  41 43 57.65525(N)    071 57 55.57909(W) AD(       ) 1
 LW3605  NGVD 29 (07/19/86)  114.6    (m)          376.     (f) VERT ANG       
 LW3605
 LW3605.Superseded values are not recommended for survey control.
 LW3605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3605.See file dsdata.txt to determine how the superseded data were derived.
 LW3605
 LW3605_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5341224357(NAD 83)
 LW3605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3605+STABILITY: SURFACE MOTION
 LW3605
 LW3605  HISTORY     - Date     Condition        Report By
 LW3605  HISTORY     - 1937     MONUMENTED       CTGS
 LW3605  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3605  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LW3605
 LW3605                          STATION DESCRIPTION
 LW3605
 LW3605'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3605'STATION IS ON THE LAND OF M.T. SHEA, ABOUT 4 MILES SOUTHWEST OF
 LW3605'BROOKLYN.  STANDARD DISK STAMPED SHEA-1937 SET IN A SQUARE
 LW3605'CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND.  ABOUT 65
 LW3605'FEET EAST OF NORTH-SOUTH STONE WALL, 85 FEET EAST OF CENTER LINE
 LW3605'OF ROUTE 93, 20 FEET ABOVE THE LEVEL OF THE ROAD, AND 35 FEET
 LW3605'SOUTH OF A LARGE BOULDER (5 FEET HIGH).  UNDERGROUND STATION
 LW3605'MARK.
 LW3605'
 LW3605'TO REACH FROM THE BROOKLYN POST OFFICE, TAKE ROUTE 93 SOUTH
 LW3605'FOR 3.9 MILES TO TOP OF GRADE, 2 1/2-STORY FRAME HOUSE ON RIGHT
 LW3605'(WEST) C.M.DELACY ON MAIL BOX) AND STATION 130 FEET EAST OF HERE.
 LW3605'
 LW3605'REFERENCE MARK NO. 1 STANDARD DISK STAMPED SHEA-1937-NO.1
 LW3605'SET IN OUT-CROPPING ROCK, 4 FEET LONG, 2 FEET WIDE AND 1 FOOT
 LW3605'ABOVE THE GROUND.  77.65 FEET EAST-SOUTHEAST OF
 LW3605'STATION.  REFERENCE MARK NO. 2 STANDARD DISK STAMPED SHEA-1937
 LW3605'NO. 2 SET IN OUT-CROPPING ROCK 1 FOOT IN DIAMETER.  FLUSH WITH
 LW3605'THE GROUND, AND 88.64 FEET SOUTH-SOUTHWEST OF STATION, ABOUT
 LW3605'25 FEET EAST OF NORTH-SOUTH STONE WALL (EAST OF ROUTE 93).
 LW3605'
 LW3605'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LW3605'DISKS SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A AND
 LW3605'12A, AND 11A.
 LW3605'
 LW3605'AZIMUTH MARK IS A STANDARD DISK MARKED SHEA-1937.
 LW3605'
 LW3605'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 LW3605
 LW3605                          STATION RECOVERY (1973)
 LW3605
 LW3605'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3605'SHEA 1937 EXCELLENT
 LW3605'
 LW3605'SHEA NO. 1 1937 EXCELLENT
 LW3605'
 LW3605'SHEA NO. 2 1937 EXCELLENT
 LW3605'
 LW3605'SHEA AZIMUTH MARK NOT FOUND
 LW3605'
 LW3605'STATION IS 19.0 FEET NORTH OF RANGE OF NORTH SIDE OF 2-1/2 STORY
 LW3605'FRAME HOUSE AND 26 FEET EAST OF WIRE FENCE.
 LW3605'
 LW3605'TO REACH FROM THE INTERSECTION OF U.S. 6 (MAIN STREET) AND
 LW3605'CONN 169 (CANTERBURY ROAD) IN THE CENTER OF BROOKLYN, GO SOUTH
 LW3605'ON CONN 169 FOR 0.69 MILE AND BEAR RIGHT AT Y.  CONTINUE SOUTH
 LW3605'ON CONN 169 FOR 3.75 MILES TO TOP OF HILL AND 2-1/2 STORY FRAME
 LW3605'HOUSE ON RIGHT.  STATION IS ON LEFT (EAST).
 LW3605
 LW3605                          STATION RECOVERY (1974)
 LW3605
 LW3605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3605'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LW3605'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE DISTANCE
 LW3605'TO REFERENCE MARK 1 CHECKED AND THE DISTANCE TO REFERENCE MARK 2
 LW3605'WAS FOUND SHORTER BY 0.02 FOOT.  THE DIRECTION TO BOTH REFERENCE
 LW3605'MARKS CHECKED.  A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 LW3605'TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LW3605'
 LW3605'STATION IS ABOUT 4-1/2 MILES NORTHWEST OF MOOSUP, 4 MILES SOUTH
 LW3605'OF BROOKLYN, 3 MILES SOUTHWEST OF WAUREGAN, 2-1/4 MILES NORTH
 LW3605'OF CANTERBURY, ALONG THE EAST SIDE OF STATE HIGHWAY 169 AND ON
 LW3605'PROPERTY OWNED BY MR. ANKER CHRISTENSEN, ROUTE 169, CANTERBURY,
 LW3605'CONNNECTICUT.  PHONE NUMBER 546-9330.
 LW3605'
 LW3605'TO REACH THE STATION FROM THE POST OFFICE IN CANTERBURY, GO
 LW3605'NORTH ON STATE HIGHWAY 169 FOR 2.1 MILES TO A SIGN BIRTHPLACE OF
 LW3605'MOSES CLEVELAND ON THE RIGHT AND REFERENCE MARK 3 ON THE RIGHT
 LW3605'AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 169 FOR 0.25 MILE TO
 LW3605'THE STATION ON THE RIGHT AS DESCRIBED.
 LW3605'
 LW3605'STATION MARK, STAMPED SHEA 1937, IS A STANDARD DISK SET IN A
 LW3605'SQUARE CONCRETE POST FLUSH WITH THE GROUND SURFACE (THE 1937
 LW3605'DESCRIPTION STATES THERE IS AN UNDERGROUND MARK).  THEY ARE 85
 LW3605'FEET EAST OF CENTER OF STATE HIGHWAY 169, 77 FEET NORTHWEST OF
 LW3605'THE NORTH EDGE OF A CLUMP OF TREES, BRUSH AND LARGE BOULDERS
 LW3605'AND 26 FEET EAST OF A FENCE LINE AND METAL WITNESS
 LW3605'POST.  (NOTE 1A 7A)
 LW3605'
 LW3605'REFERENCE MARK 1, STAMPED SHEA 1937 NO 1, IS A STANDARD DISK
 LW3605'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH PROJECTS ABOUT 8
 LW3605'INCHES ON THE EAST SIDE AND FLUSH ON ALL OTHER SIDES.  IT IS 101
 LW3605'FEET EAST OF THE FENCE LINE AND 68 FEET NORTHEAST OF THE NORTH
 LW3605'EDGE OF THE CLUMP OF TREES, BRUSH AND LARGE BOULDERS.  (NOTE 12A)
 LW3605'
 LW3605'REFERENCE MARK 2, STAMPED SHEA 1937 NO 2, IS A STANDARD DISK
 LW3605'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 LW3605'GROUND SURFACE.  IT IS 84.5 FEET NORTH OF POWER POLE NUMBER
 LW3605'1048, 48 FEET EAST OF CENTER OF THE HIGHWAY, 46 FEET WEST OF THE
 LW3605'WEST EDGE OF THE CLUMP OF TREES, BRUSH AND LARGE BOULDERS AND 5.5
 LW3605'FEET WEST OF THE FENCE LINE.  (NOTE 12A)
 LW3605'
 LW3605'REFERENCE MARK 3, STAMPED SHEA 1937 NO 3 1974, IS A STANDARD
 LW3605'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3
 LW3605'INCHES ABOVE THE GROUND SURFACE.  IT IS 57.5 FEET EAST OF CENTER
 LW3605'OF STATE HIGHWAY 169, 45 FEET NORTH OF POWER POLE NUMBER 1054,
 LW3605'32.5 FEET SOUTH OF A SIGN BIRTHPLACE OF MOSES CLEVELAND AND 2.4
 LW3605'FEET NORTH OF A METAL WITNESS POST.  (NOTE 11B)
 LW3605'
 LW3605'HEIGHT OF LIGHT ABOVE STATION MARK 136.8 FEET.
 LW3605'
 LW3605'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3605'2-1/4 MILES NORTH OF CANTERBURY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5986 ***********************************************************************
 LX5986  DESIGNATION -  SHEAFE
 LX5986  PID         -  LX5986
 LX5986  STATE/COUNTY-  CT/MIDDLESEX
 LX5986  USGS QUAD   -  DEEP RIVER (1971)
 LX5986
 LX5986                         *CURRENT SURVEY CONTROL
 LX5986  ___________________________________________________________________
 LX5986* NAD 83(1996)-  41 24 23.57130(N)    072 25 46.82324(W)     ADJUSTED  
 LX5986* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5986  ___________________________________________________________________
 LX5986  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX5986  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX5986
 LX5986  HORZ ORDER  -  THIRD
 LX5986
 LX5986.The horizontal coordinates were established by classical geodetic methods
 LX5986.and adjusted by the National Geodetic Survey in August 1998..
 LX5986
 LX5986.The orthometric height was scaled from a topographic map.
 LX5986
 LX5986.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5986
 LX5986.The geoid height was determined by GEOID03.
 LX5986
 LX5986;                    North         East     Units Scale Factor Converg.
 LX5986;SPC CT       -   216,109.801   331,584.644   MT  0.99998559   +0 12 44.6
 LX5986;SPC CT       -   709,020.24  1,087,873.95   sFT  0.99998559   +0 12 44.6
 LX5986;UTM  18      - 4,587,077.730   714,843.867   MT  1.00016808   +1 42 02.4
 LX5986
 LX5986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5986!SPC CT       -   1.00000462  x   0.99998559  =   0.99999021
 LX5986!UTM  18      -   1.00000462  x   1.00016808  =   1.00017270
 LX5986
 LX5986:                Primary Azimuth Mark                     Grid Az
 LX5986:SPC CT       -  LARGENS CHIMNEY                          057 14 57.7
 LX5986:UTM  18      -  LARGENS CHIMNEY                          055 45 39.9
 LX5986
 LX5986|---------------------------------------------------------------------|
 LX5986| PID    Reference Object                     Distance      Geod. Az  |
 LX5986|                                                           dddmmss.s |
 LX5986| LX5971 LARGENS CHIMNEY                     APPROX. 2.2 KM 0572742.3 |
 LX5986| LX6069 BLENDON HALL CHIMNEY                APPROX. 1.6 KM 0611819.9 |
 LX5986| LX5965 PRESTONS BARN CUPOLA                APPROX. 2.2 KM 0712440.8 |
 LX5986| CZ7922 SHEAFE RM 1                          30.940 METERS 16514     |
 LX5986| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 1.0 KM 1915626.0 |
 LX5986| CZ7923 SHEAFE RM 2                          38.620 METERS 31329     |
 LX5986|---------------------------------------------------------------------|
 LX5986
 LX5986                          SUPERSEDED SURVEY CONTROL
 LX5986
 LX5986  NAD 83(1992)-  41 24 23.57044(N)    072 25 46.82295(W) AD(       ) 3
 LX5986  NAD 83(1986)-  41 24 23.57228(N)    072 25 46.82593(W) AD(       ) 3
 LX5986  NAD 27      -  41 24 23.21400(N)    072 25 48.52800(W) AD(       ) 3
 LX5986
 LX5986.Superseded values are not recommended for survey control.
 LX5986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5986.See file dsdata.txt to determine how the superseded data were derived.
 LX5986
 LX5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1484487078(NAD 83)
 LX5986_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5986_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5986+STABILITY: SURFACE MOTION
 LX5986
 LX5986  HISTORY     - Date     Condition        Report By
 LX5986  HISTORY     - 1934     MONUMENTED       CGS
 LX5986  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5986  HISTORY     - 1974     SEE DESCRIPTION  CTGS
 LX5986
 LX5986                          STATION DESCRIPTION
 LX5986
 LX5986'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5986'THIS STATION IS ON THE MEADOW LAND AT THE S SIDE OF THE
 LX5986'MOUTH OF CHESTER CREEK.  THE PROPERTY BELONGS TO CHARLES M. SHEAFE.
 LX5986'
 LX5986'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX5986'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX5986'
 LX5986'IT IS 2 METERS WESTERLY OF THE EDGE OF SOLID GROUND AT
 LX5986'MARSH ALONGSIDE THE RIVER AND 30 METERS SOUTHERLY OF THE EDGE
 LX5986'OF SOLID GROUND AT CREEK MOUTH.
 LX5986'
 LX5986'REFERENCE MARK NO.1 IS ABOUT 2 METERS INSIDE LIMIT OF SOLID
 LX5986'GROUND.  IT BEARS S 05 DEG W (MAGNETIC).
 LX5986'
 LX5986'REFERENCE MARK NO.2 IS AT THE SOUTHERLY EDGE OF THE
 LX5986'BUSHES BETWEEN THE MEADOW AND THE CREEK.  IT IS ABOUT 3 METERS
 LX5986'SOUTHERLY OF THE EDGE OF SOLID GROUND.  IT BEARS N 35 DEG W
 LX5986'(MAGNETIC).
 LX5986'
 LX5986'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5986
 LX5986                          STATION RECOVERY (1948)
 LX5986
 LX5986'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5986'THIS STATION IS PROBABLY IN, BUT WAS EVIDENTLY SET FLUSH
 LX5986'WITH THE GROUND, OR BELOW SURFACE OF THE GROUND.  THEREFORE,
 LX5986'IT WILL REQUIRE AN EXCESSIVE AMOUNT OF TIME TO RECOVER.
 LX5986
 LX5986                          STATION RECOVERY (1974)
 LX5986
 LX5986'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX5986'SEARCHED FOR BUT NOT FOUND.  AREA NOW SITE OF CONN. RIVER
 LX5986'MARINA.  STATION AND REFERENCE MARKS APPEAR TO HAVE BEEN
 LX5986'DESTROYED BY CONSTRUCTION OR EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5957 ***********************************************************************
 LX5957  DESIGNATION -  SHEAFES CHIMNEY
 LX5957  PID         -  LX5957
 LX5957  STATE/COUNTY-  CT/MIDDLESEX
 LX5957  USGS QUAD   -  DEEP RIVER (1971)
 LX5957
 LX5957                         *CURRENT SURVEY CONTROL
 LX5957  ___________________________________________________________________
 LX5957* NAD 83(1996)-  41 24 20.34623(N)    072 26 06.89526(W)     ADJUSTED  
 LX5957* NAVD 88     -                                                        
 LX5957  ___________________________________________________________________
 LX5957  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LX5957  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX5957
 LX5957  HORZ ORDER  -  THIRD
 LX5957
 LX5957.The horizontal coordinates were established by classical geodetic methods
 LX5957.and adjusted by the National Geodetic Survey in August 1998..
 LX5957
 LX5957
 LX5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5957
 LX5957.The geoid height was determined by GEOID03.
 LX5957
 LX5957;                    North         East     Units Scale Factor Converg.
 LX5957;SPC CT       -   216,008.595   331,118.809   MT  0.99998562   +0 12 31.3
 LX5957;SPC CT       -   708,688.20  1,086,345.63   sFT  0.99998562   +0 12 31.3
 LX5957;UTM  18      - 4,586,964.439   714,380.734   MT  1.00016563   +1 41 49.0
 LX5957
 LX5957                          SUPERSEDED SURVEY CONTROL
 LX5957
 LX5957  NAD 83(1992)-  41 24 20.34537(N)    072 26 06.89497(W) AD(       ) 4
 LX5957  NAD 83(1986)-  41 24 20.34721(N)    072 26 06.89792(W) AD(       ) 4
 LX5957  NAD 27      -  41 24 19.98900(N)    072 26 08.59500(W) AD(       ) 3
 LX5957
 LX5957.Superseded values are not recommended for survey control.
 LX5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5957.See file dsdata.txt to determine how the superseded data were derived.
 LX5957
 LX5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1438186964(NAD 83)
 LX5957_MARKER: 85 = CHIMNEY
 LX5957
 LX5957  HISTORY     - Date     Condition        Report By
 LX5957  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX5957  HISTORY     - 1948     GOOD             CGS
 LX5957  HISTORY     - 1974     GOOD             CGS
 LX5957  HISTORY     - 1984     GOOD             USPSQD
 LX5957
 LX5957                          STATION DESCRIPTION
 LX5957
 LX5957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5957'THIS STATION IS ON CHARLES M. SHEAFES HOUSE, NEAR THE CHESTER
 LX5957'RAILROAD STATION.  A ROAD TURNS OFF ROUTE 9 JUST N OF
 LX5957'ST. JOSEPHS-IN-CHESTER CHURCH AND GOES EASTERLY TO THE STATE
 LX5957'HIGHWAY DEPARTMENT YARD.  SHEAFES HOUSE IS 0.5 MILE DOWN THIS
 LX5957'ROAD.
 LX5957'
 LX5957'THE HOUSE IS 3-STORIES HIGH WITH AN ALMOST FLAT ROOF.  FRENCH
 LX5957'DORMERS PROJECT THROUGH THE MANSARD ROOF TO FORM THE THIRD
 LX5957'STORY.  THERE IS A BROAD PORCH AT THE E END OF THE HOUSE.
 LX5957'
 LX5957'THREE CHIMNEYS SHOW.  TWO ARE IN ABOUT THE MIDDLE OF THE ROOF,
 LX5957'BUT THE THIRD IS ALMOST AT THE W WALL.  THE HOUSE AND CHIMNEYS
 LX5957'ARE PAINTED YELLOW.
 LX5957'
 LX5957'CENTER IS THE CENTER LINE OF THE REAR CHIMNEY.
 LX5957
 LX5957                          STATION RECOVERY (1948)
 LX5957
 LX5957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5957'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX5957
 LX5957                          STATION RECOVERY (1974)
 LX5957
 LX5957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1974
 LX5957'THIS STATION IS ON CHESTER HOUSE NO. 42 LOCATED ON RAILROAD AVE,
 LX5957'WHICH INTERSECTS CONN 9A JUST NORTH OF ST. JOSEPHS CHURCH.  STATION
 LX5957'IS 0.5 MILE EASTERLY OF CONN 9-A
 LX5957'
 LX5957'THE HOUSE IS THREE STORIES HIGH WITH AN ALMOST FLAT ROOF.  FRENCH
 LX5957'DORMERS PROJECTS THROUGH THE MANSARD ROOF TO FORM THE THIRD STORY.
 LX5957'
 LX5957'THREE CHIMNEYS SHOW.  TWO ARE IN ABOUT THE MIDDLE OF THE ROOF BUT
 LX5957'THE THIRD IS ALMOST AT THE WEST WALL.  THE HOUSE AND CHIMNEYS ARE
 LX5957'PAINTED RED AND WHITE WITH GREEN TRIM.
 LX5957'
 LX5957'CENTER IS THE CENTER LINE OF THE REAR CHIMNEY.
 LX5957'
 LX5957'FOUND IN GOOD CONDITION 1-25-74.
 LX5957
 LX5957                          STATION RECOVERY (1984)
 LX5957
 LX5957'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5957'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ACCURATE
 LX5957'EXCEPT THE BUILDING IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7612 ***********************************************************************
 LX7612  DESIGNATION -  SHEEHAN
 LX7612  PID         -  LX7612
 LX7612  STATE/COUNTY-  CT/NEW HAVEN
 LX7612  USGS QUAD   -  NAUGATUCK (1984)
 LX7612
 LX7612                         *CURRENT SURVEY CONTROL
 LX7612  ___________________________________________________________________
 LX7612* NAD 83(1996)-  41 26 19.69434(N)    073 00 44.30059(W)     ADJUSTED  
 LX7612* NAVD 88     -       234.5    (meters)     769.     (feet)  VERTCON   
 LX7612  ___________________________________________________________________
 LX7612  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LX7612  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX7612
 LX7612  HORZ ORDER  -  FIRST
 LX7612
 LX7612.The horizontal coordinates were established by classical geodetic methods
 LX7612.and adjusted by the National Geodetic Survey in August 1998..
 LX7612
 LX7612.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7612
 LX7612.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7612
 LX7612.The geoid height was determined by GEOID03.
 LX7612
 LX7612;                    North         East     Units Scale Factor Converg.
 LX7612;SPC CT       -   219,675.838   282,878.855   MT  0.99998450   -0 10 26.1
 LX7612;SPC CT       -   720,719.81    928,078.38   sFT  0.99998450   -0 10 26.1
 LX7612;UTM  18      - 4,589,377.069   666,058.747   MT  0.99993937   +1 18 56.9
 LX7612
 LX7612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7612!SPC CT       -   0.99996781  x   0.99998450  =   0.99995231
 LX7612!UTM  18      -   0.99996781  x   0.99993937  =   0.99990718
 LX7612
 LX7612                          SUPERSEDED SURVEY CONTROL
 LX7612
 LX7612  NAD 83(1992)-  41 26 19.69358(N)    073 00 44.30069(W) AD(       ) 1
 LX7612  NAD 83(1986)-  41 26 19.69563(N)    073 00 44.30396(W) AD(       ) 1
 LX7612  NAD 83(1986)-  41 26 19.69433(N)    073 00 44.30517(W) AD(       ) 1
 LX7612  NGVD 29 (01/16/90)  234.8    (m)          770.     (f) VERT ANG       
 LX7612
 LX7612.Superseded values are not recommended for survey control.
 LX7612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7612.See file dsdata.txt to determine how the superseded data were derived.
 LX7612
 LX7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6605989377(NAD 83)
 LX7612_MARKER: DS = TRIANGULATION STATION DISK
 LX7612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7612+STABILITY: SURFACE MOTION
 LX7612
 LX7612  HISTORY     - Date     Condition        Report By
 LX7612  HISTORY     - 1982     MONUMENTED       NGS
 LX7612
 LX7612                          STATION DESCRIPTION
 LX7612
 LX7612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7612'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) EAST OF BEACON
 LX7612'FALLS, 2.4 KM (1.5 MI) NORTHWEST OF BETHANY, 1.6 KM (1.0 MI)
 LX7612'WEST OF STATE HIGHWAY 63 AND IN A WOODED RESIDENTIAL AREA.
 LX7612'OWNERSHIP--MR ANDREW W SHEEHAN, 25 MARION ROAD, BETHANY CT 06525.
 LX7612'
 LX7612'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 63 AND 42
 LX7612'WHICH IS ABOUT 2.4 KM (1.5 MI) NORTH-NORTHEAST OF BETHANY, GO
 LX7612'SOUTH ON HIGHWAY 63 FOR 3.2 KM (2.0 MI) TO FALLS ROAD ON THE
 LX7612'RIGHT.  TURN RIGHT AND GO WEST ON FALLS ROAD FOR 1.0 KM
 LX7612'(0.6 MI) TO A T-ROAD.  TURN RIGHT GOING NORTH ON FAIRWOOD
 LX7612'ROAD FOR 1.0 KM (0.6 MI) TO A CROSSROAD.  TURN LEFT AND GO
 LX7612'WEST ON NORTHROP ROAD FOR 0.8 KM (0.5 MI) TO A ROAD LEFT,
 LX7612'MARION ROAD.  TURN LEFT GOING SOUTHWEST ON MARION ROAD FOR
 LX7612'0.2 KM (0.15 MI) TO THE SHEEHAN RESIDENTS AND THEIR
 LX7612'DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST FOR 0.1 KM
 LX7612'(0.05 MI) TO THE FRONT OF A GARAGE AND THE END OF TRUCK
 LX7612'TRAVEL.  FROM HERE WALK AROUND THE NORTH SIDE OF THE GARAGE
 LX7612'GOING EAST FOR ABOUT 40 METERS (130 FT) TO THE STATION
 LX7612'IN A WOODED AREA.
 LX7612'
 LX7612'THE STATION IS A STANDARD NGS DISK
 LX7612'STAMPED---SHEEHAN 1982---,
 LX7612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7612'FLUSH WITH GROUND.  IT IS LOCATED
 LX7612'15.09 METERS (49.5 FT) WEST-SOUTHWEST FROM TRIPLE TRUNKED MAPLE TREE,
 LX7612'14.33 METERS (47.0 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A
 LX7612'TIN ROOFED WOODEN SHED,
 LX7612'10.06 METERS (33.0 FT) NORTH FROM A DOUBLE TRUNKED OAK TREE AND
 LX7612'1.34 METERS (4.4 FT) NORTHWEST FROM A WITNESS POST.
 LX7612'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7612'STAMPED---SHEEHAN 1982---,
 LX7612'SET INTO BEDROCK 0.6 METER BELOW THE SURFACE.
 LX7612'
 LX7612'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7612'STAMPED---SHEEHAN NO 1 1982---,
 LX7612'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7612'19.99 METERS (65.6 FT) NORTH-NORTHEAST FROM THE WITNESS POST,
 LX7612'10.97 METERS (36.0 FT) EAST FROM A DOUBLE TRUNKED OAK TREE AND
 LX7612'7.62 METERS (25.0 FT) SOUTH-SOUTHWEST FROM A DOUBLE TRUNKED OAK
 LX7612'TREE.
 LX7612'MARK IS LEVEL WITH STATION.
 LX7612'
 LX7612'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7612'STAMPED---SHEEHAN NO 2 1982---,
 LX7612'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7612'13.68 METERS (44.9 FT) NORTH FROM THE NORTHWEST CORNER OF A TIN
 LX7612'ROOFED WOOD SHED,
 LX7612'13.20 METERS (43.3 FT) EAST FROM THE NORTHWEST CORNER OF THE
 LX7612'GARAGE AND
 LX7612'8.23 METERS (27.0 FT) SOUTH FROM A LARGE DOUBLE TRUNKED OAK TREE.
 LX7612'MARK IS LEVEL WITH STATION.
 LX7612'
 LX7612'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 LX7612'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX7612'
 LX7612'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6382 ***********************************************************************
 LX6382  DESIGNATION -  SHEILA
 LX6382  PID         -  LX6382
 LX6382  STATE/COUNTY-  CT/NEW HAVEN
 LX6382  USGS QUAD   -  BRANFORD (1984)
 LX6382
 LX6382                         *CURRENT SURVEY CONTROL
 LX6382  ___________________________________________________________________
 LX6382* NAD 83(1996)-  41 24 07.18663(N)    072 45 52.12413(W)     ADJUSTED  
 LX6382* NAVD 88     -       180.3    (meters)     592.     (feet)  VERTCON   
 LX6382  ___________________________________________________________________
 LX6382  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX6382  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX6382
 LX6382  HORZ ORDER  -  FIRST
 LX6382
 LX6382.The horizontal coordinates were established by classical geodetic methods
 LX6382.and adjusted by the National Geodetic Survey in August 1998..
 LX6382
 LX6382.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6382
 LX6382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6382
 LX6382.The geoid height was determined by GEOID03.
 LX6382
 LX6382;                    North         East     Units Scale Factor Converg.
 LX6382;SPC CT       -   215,554.790   303,589.871   MT  0.99998577   -0 00 34.6
 LX6382;SPC CT       -   707,199.34    996,027.77   sFT  0.99998577   -0 00 34.6
 LX6382;UTM  18      - 4,585,795.633   686,869.832   MT  1.00002977   +1 28 43.9
 LX6382
 LX6382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6382!SPC CT       -   0.99997637  x   0.99998577  =   0.99996214
 LX6382!UTM  18      -   0.99997637  x   1.00002977  =   1.00000614
 LX6382
 LX6382|---------------------------------------------------------------------|
 LX6382| PID    Reference Object                     Distance      Geod. Az  |
 LX6382|                                                           dddmmss.s |
 LX6382| CZ7924 SHEILA RM 1                          20.860 METERS 06206     |
 LX6382| LX6300 BLUFF HEAD                          APPROX. 5.5 KM 0721603.2 |
 LX6382| CZ7925 SHEILA RM 2                          12.055 METERS 17728     |
 LX6382|---------------------------------------------------------------------|
 LX6382
 LX6382                          SUPERSEDED SURVEY CONTROL
 LX6382
 LX6382  NAD 83(1992)-  41 24 07.18578(N)    072 45 52.12405(W) AD(       ) 1
 LX6382  NAD 83(1986)-  41 24 07.18810(N)    072 45 52.12664(W) AD(       ) 1
 LX6382  NAD 27      -  41 24 06.84004(N)    072 45 53.77284(W) AD(       ) 1
 LX6382  NGVD 29 (07/19/86)  180.6    (m)          593.     (f) VERT ANG       
 LX6382
 LX6382.Superseded values are not recommended for survey control.
 LX6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6382.See file dsdata.txt to determine how the superseded data were derived.
 LX6382
 LX6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8687085796(NAD 83)
 LX6382_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6382_SETTING: 66 = SET IN ROCK OUTCROP
 LX6382_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6382+STABILITY: POSITION/ELEVATION WELL
 LX6382
 LX6382  HISTORY     - Date     Condition        Report By
 LX6382  HISTORY     - 1976     MONUMENTED       NGS
 LX6382
 LX6382                          STATION DESCRIPTION
 LX6382
 LX6382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6382'STATION IS ABOUT 3-1/2 MILES NORTHWEST OF NORTH GUILFORD,
 LX6382'1-3/4 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS 17 AND
 LX6382'22 IN NORTHFORD, 1/2 MILE SOUTH OF STATE HIGHWAY 17 AND ON
 LX6382'PROPERTY OWNED BY THE NEW HAVEN WATER COMPANY.
 LX6382'
 LX6382'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17
 LX6382'AND 22 IN NORTHFORD, GO SOUTH ON HIGHWAY 22 FOR 0.85 MILE TO
 LX6382'THE JUNCTION OF TOMMYS PATH ON THE LEFT.  TURN LEFT AND GO
 LX6382'EAST ON TOMMYS PATH FOR 0.5 MILE TO WHERE THE PAVED ROAD TURNS
 LX6382'LEFT.  CONTINUE STRAIGHT ON A GRAVELED ROAD FOR ABOUT 150 FEET
 LX6382'TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY
 LX6382'ON A GRAVELED ROAD FOR 0.1 MILE TO A DIM FORK.  TURN LEFT
 LX6382'FOR ABOUT 100 FEET TO A MAIN TRAVELED GRAVELED ROAD.  TURN
 LX6382'LEFT AND GO NORTHEAST ON THE GRAVELED ROAD FOR 0.7 MILE TO A
 LX6382'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON THE
 LX6382'GRAVELED ROAD FOR 1.3 MILES TO A SIDE ROAD RIGHT, JUST BEFORE
 LX6382'CROSSING A SMALL BRIDGE.  TURN RIGHT AND GO SOUTH, UPHILL
 LX6382'ON A GRAVELED ROAD FOR 0.35 MILE TO THE TOP OF THE HILL AND
 LX6382'A DIM TRACK ROAD LEFT.  TURN LEFT AND GO EAST ON THE DIM
 LX6382'TRACK ROAD FOR 0.35 MILE TO THE END OF THE ROAD AND THE
 LX6382'STATION AS DESCRIBED.
 LX6382'
 LX6382'STATION MARK, STAMPED---SHEILA 1976---, IS A STANDARD DISK
 LX6382'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH IS FLUSH WITH
 LX6382'THE GROUND SURFACE AND HAS AN EXPOSED SURFACE OF ABOUT 1 FOOT
 LX6382'SQUARE.  IT IS ABOUT 116 FEET WEST OF A TRIPLE TRUNK PINE
 LX6382'TREE, 72 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND 36
 LX6382'FEET NORTH OF A METAL WITNESS POST.
 LX6382'
 LX6382'REFERENCE MARK 1, STAMPED---SHEILA NO 1 1976---, IS A STANDARD
 LX6382'DISK CEMENTED IN A DRILL HOLE IN A
 LX6382'ROCK OUTCORP WHICH PROJECTS ABOUT 6 INCHES
 LX6382'ON THE SOUTH SIDE AND FLUSH ON THE NORTH SIDE AND IS ABOUT 1 BY
 LX6382'3 FEET IN SIZE.  IT IS 57 FEET WEST-NORTHWEST OF THE TRIPLE
 LX6382'TRUNK PINE TREE, 23 FEET NORTHWEST OF A DOUBLE TRUNK TREE
 LX6382'AND 4 FEET WEST OF A METAL WITNESS POST.
 LX6382'
 LX6382'REFERENCE MARK 2, STAMPED---SHEILA NO 2 1976---, IS A STANDARD
 LX6382'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP WHICH PROJECTS
 LX6382'ABOUT 6 INCHES ON THE NORTH SIDE AND FLUSH ON THE SOUTH SIDE
 LX6382'AND IS ABOUT 2 BY 3 FEET IN SIZE.  IT IS 13 FEET EAST OF CENTER
 LX6382'OF THE TRACK ROAD, 11 FEET WEST OF A SMALL DOUBLE TRUNK TREE
 LX6382'AND 4.5 FEET SOUTH OF A METAL WITNESS POST.
 LX6382'
 LX6382'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 LX6382'
 LX6382'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.8 METERS.
 LX6382'
 LX6382'DESCRIBED BY E.L. WORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3673 ***********************************************************************
 LX3673  DESIGNATION -  SHELTON
 LX3673  PID         -  LX3673
 LX3673  STATE/COUNTY-  CT/FAIRFIELD
 LX3673  USGS QUAD   -  ANSONIA (1984)
 LX3673
 LX3673                         *CURRENT SURVEY CONTROL
 LX3673  ___________________________________________________________________
 LX3673* NAD 83(1996)-  41 18 56.16323(N)    073 06 26.02775(W)     ADJUSTED  
 LX3673* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 LX3673  ___________________________________________________________________
 LX3673  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 LX3673  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX3673
 LX3673  HORZ ORDER  -  SECOND
 LX3673
 LX3673.The horizontal coordinates were established by classical geodetic methods
 LX3673.and adjusted by the National Geodetic Survey in August 1998..
 LX3673
 LX3673.The orthometric height was scaled from a topographic map.
 LX3673
 LX3673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3673
 LX3673.The geoid height was determined by GEOID03.
 LX3673
 LX3673;                    North         East     Units Scale Factor Converg.
 LX3673;SPC CT       -   206,021.488   274,889.199   MT  0.99999034   -0 14 12.7
 LX3673;SPC CT       -   675,922.17    901,865.65   sFT  0.99999034   -0 14 12.7
 LX3673;UTM  18      - 4,575,520.697   658,426.886   MT  0.99990890   +1 14 59.6
 LX3673
 LX3673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3673!SPC CT       -   0.99998555  x   0.99999034  =   0.99997589
 LX3673!UTM  18      -   0.99998555  x   0.99990890  =   0.99989445
 LX3673
 LX3673|---------------------------------------------------------------------|
 LX3673| PID    Reference Object                     Distance      Geod. Az  |
 LX3673|                                                           dddmmss.s |
 LX3673| CB4839 SHELTON RM 2                         19.070 METERS 01636     |
 LX3673| LX3644 DERBY GRIFFIN HOSP STACK            APPROX. 2.7 KM 0343956.3 |
 LX3673| LX3657 DERBY GREEK CATH CH DOME            APPROX. 3.1 KM 0385144.9 |
 LX3673| LX3638 DERBY GAS CO STACK                  APPROX. 1.2 KM 0460856.1 |
 LX3673| LX3636 DERBY ST MARYS RC CHURCH SPIRE      APPROX. 1.7 KM 0551151.5 |
 LX3673| LX3643 DERBY SECOND CONG CH SPIRE          APPROX. 1.6 KM 0630855.2 |
 LX3673| LX3665 DERBY FIRST CONG CH SPIRE           APPROX. 2.3 KM 0760214.9 |
 LX3673| LX3637 SHELTON BLUMENTHAL STACK            APPROX. 1.4 KM 0861856.5 |
 LX3673| LX3655 SHELTON RED STACK                   APPROX. 1.8 KM 0991059.4 |
 LX3673| LX3652 SOCONY TANK                         APPROX. 3.1 KM 1094039.0 |
 LX3673| LX3641 AIRWAY BEACON                       APPROX. 3.6 KM 1631903.0 |
 LX3673| CB4838 SHELTON RM 1                          6.850 METERS 33821     |
 LX3673|---------------------------------------------------------------------|
 LX3673
 LX3673                          SUPERSEDED SURVEY CONTROL
 LX3673
 LX3673  NAD 83(1992)-  41 18 56.16216(N)    073 06 26.02768(W) AD(       ) 2
 LX3673  NAD 83(1986)-  41 18 56.16283(N)    073 06 26.03148(W) AD(       ) 2
 LX3673  NAD 27      -  41 18 55.81300(N)    073 06 27.63800(W) AD(       ) 2
 LX3673
 LX3673.Superseded values are not recommended for survey control.
 LX3673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3673.See file dsdata.txt to determine how the superseded data were derived.
 LX3673
 LX3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5842775521(NAD 83)
 LX3673
 LX3673  HISTORY     - Date     Condition        Report By
 LX3673  HISTORY     - 1934     MONUMENTED       CTGS
 LX3673  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3673
 LX3673                          STATION DESCRIPTION
 LX3673
 LX3673'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3673'LOCATED ON A HILL ABOUT ONE MILE WESTERLY FROM THE CENTER OF
 LX3673'SHELTON AND JUST W OF THE GOLF COURSE OCCUPYING NEARLY THE
 LX3673'ENTIRE EASTERLY SLOPE OF THE HILL BELOW WALNUT AVENUE, CALLED
 LX3673'THE SHELTON COUNTRY CLUB.  IT IS ON THE PROPERTY OF TONY MAURI
 LX3673'AND ABOUT 150 METERS WESTERLY FROM THE CENTER LINE OF WALNUT
 LX3673'AVENUE.
 LX3673'
 LX3673'STATION IS A STANDARD DISK SET IN A DRILL HOLE OF A LARGE
 LX3673'FLAT BOULDER FLUSH WITH THE GROUND.  REFERENCE MARKS NOS.1 AND
 LX3673'2 ARE SET IN BOULDERS AS SHOWN.  QUAD WAS 16 FEET HIGH.  THIS
 LX3673'WAS A GROUND SET-UP.
 LX3673'
 LX3673'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX3673
 LX3673                          STATION RECOVERY (1972)
 LX3673
 LX3673'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3673'SHELTON 1934 EXCELLENT
 LX3673'
 LX3673'SHELTON NO. 1 1934 EXCELLENT
 LX3673'
 LX3673'SHELTON NO. 2 1934 EXCELLENT
 LX3673'
 LX3673'STATION IS ABOUT 25 FEET NORTHEAST OF HIGHEST PART OF HILL AND
 LX3673'228 FEET EAST OF NORTHEAST CORNER OF 1 STORY BRICK HOUSE
 LX3673'26 OWNED BY JOHN RIBAS.  REFERENCE MARK 1 IS IN A FLAT BOULDER
 LX3673'THE TOP 6 INCHES ABOVE GROUND.  REFERENCE MARK 2 IS IN A FLUSH
 LX3673'LEDGE AND IS 5.3 FEET NORTHWEST OF AN 8 IN HICKORY.
 LX3673'
 LX3673'TO REACH FROM THE INTERSECTION OF SHELTON AVENUE (ROUTE 108)
 LX3673'AND MEADOW STREET (JUST SOUTHWEST OF SHELTON RESERVOIR) IN
 LX3673'THE TOWN OF SHELTON, GO EASTERLY ON MEADOW STREET FOR 0.27 MILE
 LX3673'TO KINGS HIGHWAY ON RIGHT.  PROCEED SOUTHWESTERLY ON KINGS
 LX3673'HIGHWAY FOR 0.10 MILE TO A BITUMINOUS DRIVE LEFT, JUST
 LX3673'BEFORE POWER POLE 2183.  FOLLOW BITUMINOUS DRIVE EASTERLY TO 1
 LX3673'STORY BRICK HOUSE 28.  STATION IS ABOUT 225 FEET EAST OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3637 ***********************************************************************
 LX3637  DESIGNATION -  SHELTON BLUMENTHAL STACK
 LX3637  PID         -  LX3637
 LX3637  STATE/COUNTY-  CT/FAIRFIELD
 LX3637  USGS QUAD   -  ANSONIA (1984)
 LX3637
 LX3637                         *CURRENT SURVEY CONTROL
 LX3637  ___________________________________________________________________
 LX3637* NAD 83(1996)-  41 18 59.17706(N)    073 05 23.85124(W)     ADJUSTED  
 LX3637* NAVD 88     -                                                        
 LX3637  ___________________________________________________________________
 LX3637  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LX3637  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX3637
 LX3637  HORZ ORDER  -  THIRD
 LX3637
 LX3637.The horizontal coordinates were established by classical geodetic methods
 LX3637.and adjusted by the National Geodetic Survey in August 1998..
 LX3637
 LX3637
 LX3637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3637
 LX3637.The geoid height was determined by GEOID03.
 LX3637
 LX3637;                    North         East     Units Scale Factor Converg.
 LX3637;SPC CT       -   206,108.629   276,335.705   MT  0.99999029   -0 13 31.5
 LX3637;SPC CT       -   676,208.06    906,611.39   sFT  0.99999029   -0 13 31.5
 LX3637;UTM  18      - 4,575,645.329   659,870.531   MT  0.99991455   +1 15 40.7
 LX3637
 LX3637                          SUPERSEDED SURVEY CONTROL
 LX3637
 LX3637  NAD 83(1992)-  41 18 59.17602(N)    073 05 23.85114(W) AD(       ) 4
 LX3637  NAD 83(1986)-  41 18 59.17660(N)    073 05 23.85587(W) AD(       ) 4
 LX3637  NAD 27      -  41 18 58.82500(N)    073 05 25.46500(W) AD(       ) 3
 LX3637
 LX3637.Superseded values are not recommended for survey control.
 LX3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3637.See file dsdata.txt to determine how the superseded data were derived.
 LX3637
 LX3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5987175645(NAD 83)
 LX3637
 LX3637  HISTORY     - Date     Condition        Report By
 LX3637  HISTORY     - 1934     MONUMENTED       CTGS
 LX3637  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX3637
 LX3637                          STATION DESCRIPTION
 LX3637
 LX3637'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3637'THIS STACK IS AT THE NE CORNER OF THE MAIN BUILDING OF THE SIDNEY
 LX3637'BLUMENTHAL COMPANY SHELTON LOOMS.  STACK IS YELLOW-BRICK ABOUT
 LX3637'200 FEET HIGH.  STATION IS CENTER LINE.  IT IS THE FIRST STACK S OF
 LX3637'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD ON THE W BANK OF THE
 LX3637'HOUSATONIC RIVER.
 LX3637
 LX3637                          STATION RECOVERY (1988)
 LX3637
 LX3637'RECOVERY NOTE BY US POWER SQUADRON 1988 (PB)
 LX3637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5067 ***********************************************************************
 LX5067  DESIGNATION -  SHELTON CO STACK
 LX5067  PID         -  LX5067
 LX5067  STATE/COUNTY-  CT/NEW LONDON
 LX5067  USGS QUAD   -  UNCASVILLE (1984)
 LX5067
 LX5067                         *CURRENT SURVEY CONTROL
 LX5067  ___________________________________________________________________
 LX5067* NAD 83(1996)-  41 26 12.67608(N)    072 06 25.97220(W)     ADJUSTED  
 LX5067* NAVD 88     -                                                        
 LX5067  ___________________________________________________________________
 LX5067  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LX5067  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX5067
 LX5067  HORZ ORDER  -  THIRD
 LX5067
 LX5067.The horizontal coordinates were established by classical geodetic methods
 LX5067.and adjusted by the National Geodetic Survey in August 1998..
 LX5067
 LX5067
 LX5067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5067
 LX5067.The geoid height was determined by GEOID03.
 LX5067
 LX5067;                    North         East     Units Scale Factor Converg.
 LX5067;SPC CT       -   219,625.858   358,521.513   MT  0.99998456   +0 25 34.3
 LX5067;SPC CT       -   720,555.84  1,176,249.33   sFT  0.99998456   +0 25 34.3
 LX5067;UTM  18      - 4,591,293.490   741,687.195   MT  1.00031892   +1 54 55.3
 LX5067
 LX5067                          SUPERSEDED SURVEY CONTROL
 LX5067
 LX5067  NAD 83(1992)-  41 26 12.67504(N)    072 06 25.97149(W) AD(       ) 4
 LX5067  NAD 83(1986)-  41 26 12.67597(N)    072 06 25.97478(W) AD(       ) 4
 LX5067  NAD 27      -  41 26 12.32200(N)    072 06 27.68700(W) AD(       ) 3
 LX5067
 LX5067.Superseded values are not recommended for survey control.
 LX5067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5067.See file dsdata.txt to determine how the superseded data were derived.
 LX5067
 LX5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4168791293(NAD 83)
 LX5067_MARKER: 63 = STACK
 LX5067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5067+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2002
 LX5067
 LX5067  HISTORY     - Date     Condition        Report By
 LX5067  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5067  HISTORY     - 1961     GOOD             CGS
 LX5067  HISTORY     - 1984     GOOD             USPSQD
 LX5067  HISTORY     - 1989     GOOD             USPSQD
 LX5067  HISTORY     - 20020328 GOOD             USPSQD
 LX5067
 LX5067                          STATION DESCRIPTION
 LX5067
 LX5067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5067'THE STACK OF THE SHELTON MILL COMPANY IS 150 METERS E OF THE NEW
 LX5067'LONDON-NORWICH ROAD AND ON THE N SIDE OF THE RAVINE THROUGH THE
 LX5067'VILLAGE OF UNCASVILLE.  THE OLD BRICK BUILDING IS NEAR THE
 LX5067'ROAD.  THE PLANT CONSISTS OF A NUMBER OF SMALL BUILDINGS AND THE
 LX5067'STACK IS NEAR THE CENTER OF THE PLANT.  THE STACK IS OF YELLOW
 LX5067'BRICK, VERY BLACK AROUND THE TOP, AND IS ABOUT 150 FEET TALL.
 LX5067'
 LX5067'THE STATION IS THE CENTER LINE OF THE STACK.
 LX5067
 LX5067                          STATION RECOVERY (1961)
 LX5067
 LX5067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5067'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5067'G.C.M. IN 1934.
 LX5067
 LX5067                          STATION RECOVERY (1984)
 LX5067
 LX5067'RECOVERY NOTE BY US POWER SQUADRON 1984 (FLB)
 LX5067'SHELTON MILL CO. IS NOW THE FARIA CORP.  STATION RECOVERED IN
 LX5067'GOOD CONDITION.
 LX5067
 LX5067                          STATION RECOVERY (1989)
 LX5067
 LX5067'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5067'RECOVERED IN GOOD CONDITION.
 LX5067
 LX5067                          STATION RECOVERY (2002)
 LX5067
 LX5067'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX5067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7613 ***********************************************************************
 LX7613  DESIGNATION -  SHELTON LAUREL HTS HOSP W TANK
 LX7613  PID         -  LX7613
 LX7613  STATE/COUNTY-  CT/FAIRFIELD
 LX7613  USGS QUAD   -  ANSONIA (1984)
 LX7613
 LX7613                         *CURRENT SURVEY CONTROL
 LX7613  ___________________________________________________________________
 LX7613* NAD 83(1996)-  41 17 43.44160(N)    073 04 59.40553(W)     ADJUSTED  
 LX7613* NAVD 88     -                                                        
 LX7613  ___________________________________________________________________
 LX7613  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 LX7613  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX7613
 LX7613  HORZ ORDER  -  THIRD
 LX7613
 LX7613.The horizontal coordinates were established by classical geodetic methods
 LX7613.and adjusted by the National Geodetic Survey in August 1998..
 LX7613
 LX7613
 LX7613.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7613
 LX7613.The geoid height was determined by GEOID03.
 LX7613
 LX7613;                    North         East     Units Scale Factor Converg.
 LX7613;SPC CT       -   203,770.018   276,895.264   MT  0.99999174   -0 13 15.3
 LX7613;SPC CT       -   668,535.47    908,447.21   sFT  0.99999174   -0 13 15.3
 LX7613;UTM  18      - 4,573,322.195   660,490.520   MT  0.99991700   +1 15 55.0
 LX7613
 LX7613                          SUPERSEDED SURVEY CONTROL
 LX7613
 LX7613  NAD 83(1992)-  41 17 43.44062(N)    073 04 59.40530(W) AD(       ) 4
 LX7613  NAD 83(1986)-  41 17 43.44245(N)    073 04 59.41061(W) AD(       ) 4
 LX7613  NAD 83(1986)-  41 17 43.44185(N)    073 04 59.40908(W) AD(       ) 4
 LX7613
 LX7613.Superseded values are not recommended for survey control.
 LX7613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7613.See file dsdata.txt to determine how the superseded data were derived.
 LX7613
 LX7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6049173322(NAD 83)
 LX7613_MARKER: 53 = ELEVATED TANK
 LX7613
 LX7613  HISTORY     - Date     Condition        Report By
 LX7613  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7613
 LX7613                          STATION DESCRIPTION
 LX7613
 LX7613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7613'THE STATION, SHELTON LAUREL HEIGHTS HOSPITAL WEST WATER
 LX7613'TANK, IS THE BALL TOP CENTER OF THE CONICAL SHAPED ROOF,
 LX7613'4 LEGGED, LIGHT GREEN, 33 METERS (125 FT) TALL,
 LX7613'CYLINDRICAL TANK.
 LX7613'
 LX7613'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LX7613'SOUTHEAST OF SHELTON, 1.2 KM (0.75 MI) WEST OF THE
 LX7613'HOUSATONIC RIVER, 30 METERS (98 FT) EAST OF A
 LX7613'SIMULAR TANK, NEAR THE NORTHWEST CORNER OF THE
 LX7613'HOSPITAL COMPLEX.
 LX7613'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7613'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7613'24 WOLLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX7613'PHONE 203-566-4638.
 LX7613'
 LX7613'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3655 ***********************************************************************
 LX3655  DESIGNATION -  SHELTON RED STACK
 LX3655  PID         -  LX3655
 LX3655  STATE/COUNTY-  CT/FAIRFIELD
 LX3655  USGS QUAD   -  ANSONIA (1984)
 LX3655
 LX3655                         *CURRENT SURVEY CONTROL
 LX3655  ___________________________________________________________________
 LX3655* NAD 83(1996)-  41 18 46.90876(N)    073 05 10.15943(W)     ADJUSTED  
 LX3655* NAVD 88     -                                                        
 LX3655  ___________________________________________________________________
 LX3655  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 LX3655  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX3655
 LX3655  HORZ ORDER  -  THIRD
 LX3655
 LX3655.The horizontal coordinates were established by classical geodetic methods
 LX3655.and adjusted by the National Geodetic Survey in August 1998..
 LX3655
 LX3655
 LX3655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3655
 LX3655.The geoid height was determined by GEOID03.
 LX3655
 LX3655;                    North         East     Units Scale Factor Converg.
 LX3655;SPC CT       -   205,728.913   276,652.682   MT  0.99999052   -0 13 22.4
 LX3655;SPC CT       -   674,962.28    907,651.34   sFT  0.99999052   -0 13 22.4
 LX3655;UTM  18      - 4,575,273.992   660,197.228   MT  0.99991584   +1 15 49.4
 LX3655
 LX3655                          SUPERSEDED SURVEY CONTROL
 LX3655
 LX3655  NAD 83(1992)-  41 18 46.90771(N)    073 05 10.15931(W) AD(       ) 4
 LX3655  NAD 83(1986)-  41 18 46.90849(N)    073 05 10.16422(W) AD(       ) 4
 LX3655  NAD 27      -  41 18 46.55600(N)    073 05 11.77300(W) AD(       ) 3
 LX3655
 LX3655.Superseded values are not recommended for survey control.
 LX3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3655.See file dsdata.txt to determine how the superseded data were derived.
 LX3655
 LX3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6019775274(NAD 83)
 LX3655
 LX3655  HISTORY     - Date     Condition        Report By
 LX3655  HISTORY     - 1934     MONUMENTED       CTGS
 LX3655
 LX3655                          STATION DESCRIPTION
 LX3655
 LX3655'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3655'ON RIVERDALE AVENUE IN THE TOWN OF SHELTON.  THE STACK IS BETWEEN
 LX3655'A RED-BRICK BUILDING AND THE HOUSATONIC RIVER.  BUILDING HAS
 LX3655'BEEN ABANDONED AND IS IN A STATE OF DELAPIDATION.  BASE OF THE
 LX3655'STACK IS SQUARE FOR ABOUT TWENTY FEET.  ABOVE IT IS ROUND TO A
 LX3655'HEIGHT OF ABOUT 100 FEET.  STATION IS CENTER LINE OF STACK.  CAN
 LX3655'BE USED AS A HYDROGRAPHIC SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3651 ***********************************************************************
 LX3651  DESIGNATION -  SHELTON RIVERSIDE CEMET DOME
 LX3651  PID         -  LX3651
 LX3651  STATE/COUNTY-  CT/FAIRFIELD
 LX3651  USGS QUAD   -  ANSONIA (1984)
 LX3651
 LX3651                         *CURRENT SURVEY CONTROL
 LX3651  ___________________________________________________________________
 LX3651* NAD 83(1996)-  41 17 45.01234(N)    073 04 20.22952(W)     ADJUSTED  
 LX3651* NAVD 88     -                                                        
 LX3651  ___________________________________________________________________
 LX3651  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 LX3651  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX3651
 LX3651  HORZ ORDER  -  THIRD
 LX3651
 LX3651.The horizontal coordinates were established by classical geodetic methods
 LX3651.and adjusted by the National Geodetic Survey in August 1998..
 LX3651
 LX3651
 LX3651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3651
 LX3651.The geoid height was determined by GEOID03.
 LX3651
 LX3651;                    North         East     Units Scale Factor Converg.
 LX3651;SPC CT       -   203,815.017   277,806.909   MT  0.99999171   -0 12 49.3
 LX3651;SPC CT       -   668,683.10    911,438.17   sFT  0.99999171   -0 12 49.3
 LX3651;UTM  18      - 4,573,390.818   661,400.624   MT  0.99992060   +1 16 20.9
 LX3651
 LX3651                          SUPERSEDED SURVEY CONTROL
 LX3651
 LX3651  NAD 83(1992)-  41 17 45.01126(N)    073 04 20.22933(W) AD(       ) 4
 LX3651  NAD 83(1986)-  41 17 45.01311(N)    073 04 20.23495(W) AD(       ) 4
 LX3651  NAD 27      -  41 17 44.66000(N)    073 04 21.84000(W) AD(       ) 3
 LX3651
 LX3651.Superseded values are not recommended for survey control.
 LX3651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3651.See file dsdata.txt to determine how the superseded data were derived.
 LX3651
 LX3651_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6140173391(NAD 83)
 LX3651
 LX3651  HISTORY     - Date     Condition        Report By
 LX3651  HISTORY     - 1934     MONUMENTED       CTGS
 LX3651
 LX3651                          STATION DESCRIPTION
 LX3651
 LX3651'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3651'LOCATED ON THE E SIDE OF THE RIVER ROAD BETWEEN STRATFORD AND
 LX3651'SHELTON IN THE TOWN OF SHELTON IN THE RIVERSIDE CEMETERY.  THE
 LX3651'DOME IS ON A CAST STONE MONUMENT AND BEARS NO INSCRIPTION.  THE
 LX3651'ROOF IS COPPER SHINGLES THAT HAVE WEATHERED GREEN.  THE CEMETERY
 LX3651'IS OPPOSITE THE LOWER PART OF TWO MILE ISLAND IN THE HOUSATONIC
 LX3651'RIVER ON THE W BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7614 ***********************************************************************
 LX7614  DESIGNATION -  SHELTON SNETCO MICROWAVE
 LX7614  PID         -  LX7614
 LX7614  STATE/COUNTY-  CT/FAIRFIELD
 LX7614  USGS QUAD   -  ANSONIA (1984)
 LX7614
 LX7614                         *CURRENT SURVEY CONTROL
 LX7614  ___________________________________________________________________
 LX7614* NAD 83(1996)-  41 18 15.08127(N)    073 07 05.93275(W)     ADJUSTED  
 LX7614* NAVD 88     -                                                        
 LX7614  ___________________________________________________________________
 LX7614  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 LX7614  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX7614
 LX7614  HORZ ORDER  -  THIRD
 LX7614
 LX7614.The horizontal coordinates were established by classical geodetic methods
 LX7614.and adjusted by the National Geodetic Survey in August 1998..
 LX7614
 LX7614
 LX7614.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7614
 LX7614.The geoid height was determined by GEOID03.
 LX7614
 LX7614;                    North         East     Units Scale Factor Converg.
 LX7614;SPC CT       -   204,758.030   273,955.662   MT  0.99999112   -0 14 39.2
 LX7614;SPC CT       -   671,776.97    898,802.87   sFT  0.99999112   -0 14 39.2
 LX7614;UTM  18      - 4,574,233.553   657,526.517   MT  0.99990540   +1 14 32.2
 LX7614
 LX7614                          SUPERSEDED SURVEY CONTROL
 LX7614
 LX7614  NAD 83(1992)-  41 18 15.08041(N)    073 07 05.93262(W) AD(       ) 4
 LX7614  NAD 83(1986)-  41 18 15.08241(N)    073 07 05.93772(W) AD(       ) 4
 LX7614  NAD 83(1986)-  41 18 15.08015(N)    073 07 05.93441(W) AD(       ) 4
 LX7614
 LX7614.Superseded values are not recommended for survey control.
 LX7614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7614.See file dsdata.txt to determine how the superseded data were derived.
 LX7614
 LX7614_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5752774234(NAD 83)
 LX7614_MARKER: 45 = MICROWAVE TOWER
 LX7614
 LX7614  HISTORY     - Date     Condition        Report By
 LX7614  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7614
 LX7614                          STATION DESCRIPTION
 LX7614
 LX7614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7614'THE STATION, SHELTON SOUTHERN NEW ENGLAND TELEPHONE
 LX7614'COMPANY MICROWAVE, IS THE POLE MOUNTED LIGHT TOP CENTER
 LX7614'OF THE 4 LEGGED, RED AND WHITE, 53 METERS (175 FT) TALL
 LX7614'TOWER, WITH THREE FANS ON TOP FACING NORTHEAST,
 LX7614'SOUTHEAST AND SOUTHWEST.
 LX7614'
 LX7614'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF
 LX7614'SHELTON CITY HALL, 1.2 KM (0.75 MI) NORTHWEST OF STATE
 LX7614'HIGHWAY 8, BETWEEN SHELTON RESERVOIR AND CHORDAS POND,
 LX7614'ALONG NEDS ROCK ROAD.
 LX7614'OWNERSHIP--SOUTHERN NEW ENGLAND TELEPHONE COMPANY,
 LX7614'SHELTON, CT 06484.
 LX7614'
 LX7614'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3639 ***********************************************************************
 LX3639  DESIGNATION -  SHELTON ST JOSEPHS CH SPIRE
 LX3639  PID         -  LX3639
 LX3639  STATE/COUNTY-  CT/FAIRFIELD
 LX3639  USGS QUAD   -  ANSONIA (1984)
 LX3639
 LX3639                         *CURRENT SURVEY CONTROL
 LX3639  ___________________________________________________________________
 LX3639* NAD 83(1996)-  41 19 05.18019(N)    073 05 47.83996(W)     ADJUSTED  
 LX3639* NAVD 88     -                                                        
 LX3639  ___________________________________________________________________
 LX3639  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LX3639  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX3639
 LX3639  HORZ ORDER  -  THIRD
 LX3639
 LX3639.The horizontal coordinates were established by classical geodetic methods
 LX3639.and adjusted by the National Geodetic Survey in August 1998..
 LX3639
 LX3639
 LX3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3639
 LX3639.The geoid height was determined by GEOID03.
 LX3639
 LX3639;                    North         East     Units Scale Factor Converg.
 LX3639;SPC CT       -   206,296.039   275,778.510   MT  0.99999018   -0 13 47.4
 LX3639;SPC CT       -   676,822.92    904,783.33   sFT  0.99999018   -0 13 47.4
 LX3639;UTM  18      - 4,575,818.206   659,308.704   MT  0.99991235   +1 15 25.0
 LX3639
 LX3639                          SUPERSEDED SURVEY CONTROL
 LX3639
 LX3639  NAD 83(1992)-  41 19 05.17912(N)    073 05 47.83987(W) AD(       ) 4
 LX3639  NAD 83(1986)-  41 19 05.17961(N)    073 05 47.84423(W) AD(       ) 4
 LX3639  NAD 27      -  41 19 04.82800(N)    073 05 49.45500(W) AD(       ) 3
 LX3639
 LX3639.Superseded values are not recommended for survey control.
 LX3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3639.See file dsdata.txt to determine how the superseded data were derived.
 LX3639
 LX3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5930975818(NAD 83)
 LX3639
 LX3639  HISTORY     - Date     Condition        Report By
 LX3639  HISTORY     - 1934     MONUMENTED       CTGS
 LX3639
 LX3639                          STATION DESCRIPTION
 LX3639
 LX3639'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3639'ON CORAM AVENUE IN THE TOWN OF SHELTON THREE BLOCKS FROM THE
 LX3639'CENTER OF TOWN.  SAINT JOSEPHS CHURCH FOUNDED IN 1907.  THE
 LX3639'BUILDING IS YELLOW-BRICK TRIMMED WITH A LIGHT YELLOW
 LX3639'STONE.  THE SPIRE IS SQUARE AND HAS A SLATE ROOF.  STATION IS THE
 LX3639'CROSS AT THE APEX OF THE SPIRE ABOUT 150 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5211 ***********************************************************************
 LX5211  DESIGNATION -  SHENECOSETT FLAGPOLE
 LX5211  PID         -  LX5211
 LX5211  STATE/COUNTY-  CT/NEW LONDON
 LX5211  USGS QUAD   -  NEW LONDON (1984)
 LX5211
 LX5211                         *CURRENT SURVEY CONTROL
 LX5211  ___________________________________________________________________
 LX5211* NAD 83(1996)-  41 19 32.44813(N)    072 04 09.15228(W)     ADJUSTED  
 LX5211* NAVD 88     -                                                        
 LX5211  ___________________________________________________________________
 LX5211  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 LX5211  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX5211
 LX5211  HORZ ORDER  -  THIRD
 LX5211
 LX5211.The horizontal coordinates were established by classical geodetic methods
 LX5211.and adjusted by the National Geodetic Survey in August 1998..
 LX5211
 LX5211
 LX5211.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5211
 LX5211.The geoid height was determined by GEOID03.
 LX5211
 LX5211;                    North         East     Units Scale Factor Converg.
 LX5211;SPC CT       -   207,303.555   361,795.042   MT  0.99998969   +0 27 05.1
 LX5211;SPC CT       -   680,128.41  1,186,989.23   sFT  0.99998969   +0 27 05.1
 LX5211;UTM  18      - 4,579,056.092   745,280.624   MT  1.00034048   +1 56 10.6
 LX5211;UTM  19      - 4,579,457.040   243,133.650   MT  1.00041209   -2 01 40.2
 LX5211
 LX5211                          SUPERSEDED SURVEY CONTROL
 LX5211
 LX5211  NAD 83(1992)-  41 19 32.44699(N)    072 04 09.15129(W) AD(       ) 4
 LX5211  NAD 83(1986)-  41 19 32.44769(N)    072 04 09.15703(W) AD(       ) 4
 LX5211  NAD 27      -  41 19 32.10000(N)    072 04 10.89000(W) AD(       ) 3
 LX5211
 LX5211.Superseded values are not recommended for survey control.
 LX5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5211.See file dsdata.txt to determine how the superseded data were derived.
 LX5211
 LX5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4528179056(NAD 83)
 LX5211_MARKER: 62 = FLAGPOLE
 LX5211
 LX5211  HISTORY     - Date     Condition        Report By
 LX5211  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5211  HISTORY     - 1954     GOOD             CGS
 LX5211  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX5211  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5211
 LX5211                          STATION DESCRIPTION
 LX5211
 LX5211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5211'THE SHENECOSETT COUNTRY CLUB IS IN THE SOUTHERN PART OF THE
 LX5211'TOWN OF GROTON E OF THE THAMES RIVER AND ABOUT ONE MILE N OF
 LX5211'THE S END OF AVERY POINT.  IT IS E OF THE EASTERN POINT ROAD.  THE
 LX5211'CLUBHOUSE IS A LOW STUCCO BUILDING WITH A RED TILE ROOF.  THE
 LX5211'FLAGPOLE IS ABOUT 80 METERS SOUTHWESTERLY OF THE CLUBHOUSE.  IT
 LX5211'IS A WOODEN POLE SET IN A CIRCULAR CONCRETE BASE.
 LX5211'
 LX5211'THE STATION IS THE CENTER LINE OF THE POLE.  HEIGHT ABOUT 60
 LX5211'FEET.
 LX5211
 LX5211                          STATION RECOVERY (1954)
 LX5211
 LX5211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5211'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5211'IS ADEQUATE AND COMPLETE, EXCEPT THAT THIS IS ONE OF TWO
 LX5211'FLAGPOLES AT THE CLUB.  THE SECOND POLE IS SMALLER, NEARER THE
 LX5211'CLUBHOUSE, AND IS USED EVERY DAY.
 LX5211
 LX5211                          STATION RECOVERY (1966)
 LX5211
 LX5211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DCW)
 LX5211'THE BASE OF THE FLAGPOLE WAS RECOVERED.  THE POLE WAS RESET
 LX5211'IN 1938 ABOUT 5 FT. WEST OF THE OLD POLE.  THE BASE OF THE OLD
 LX5211'FLAGPOLE IS IN GOOD CONDITION AND NOW MARKS THE STATION.  THE
 LX5211'TO REACH DESCRIPTION IS ADEQUATE FOR RECOVERY.
 LX5211
 LX5211                          STATION RECOVERY (1984)
 LX5211
 LX5211'RECOVERY NOTE BY US POWER SQUADRON 1984 (DGF)
 LX5211'FLAGPOLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6880 ***********************************************************************
 LX6880  DESIGNATION -  SHEPARD
 LX6880  PID         -  LX6880
 LX6880  STATE/COUNTY-  CT/MIDDLESEX
 LX6880  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6880
 LX6880                         *CURRENT SURVEY CONTROL
 LX6880  ___________________________________________________________________
 LX6880* NAD 83(1996)-  41 32 55.20582(N)    072 32 55.12151(W)     ADJUSTED  
 LX6880* NAVD 88     -        44.     (meters)     144.     (feet)  SCALED    
 LX6880  ___________________________________________________________________
 LX6880  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX6880  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6880
 LX6880  HORZ ORDER  -  THIRD
 LX6880
 LX6880.The horizontal coordinates were established by classical geodetic methods
 LX6880.and adjusted by the National Geodetic Survey in August 1998..
 LX6880
 LX6880.The orthometric height was scaled from a topographic map.
 LX6880
 LX6880.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6880
 LX6880.The geoid height was determined by GEOID03.
 LX6880
 LX6880;                    North         East     Units Scale Factor Converg.
 LX6880;SPC CT       -   231,863.848   321,600.101   MT  0.99998317   +0 08 00.6
 LX6880;SPC CT       -   760,706.64  1,055,116.33   sFT  0.99998317   +0 08 00.6
 LX6880;UTM  18      - 4,602,569.147   704,451.252   MT  1.00011443   +1 37 35.2
 LX6880
 LX6880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6880!SPC CT       -   0.99999781  x   0.99998317  =   0.99998098
 LX6880!UTM  18      -   0.99999781  x   1.00011443  =   1.00011224
 LX6880
 LX6880|---------------------------------------------------------------------|
 LX6880| PID    Reference Object                     Distance      Geod. Az  |
 LX6880|                                                           dddmmss.s |
 LX6880| CZ7926 SHEPARD RM 1                         19.090 METERS 04049     |
 LX6880| LX6888 BIELMANS GABLE                      APPROX. 0.5 KM 0535913.7 |
 LX6880| CZ7927 SHEPARD RM 2                         10.960 METERS 14414     |
 LX6880| LX6830 THAYER RESET                        APPROX. 3.5 KM 2384550.1 |
 LX6880| LX6850 TAYLORS TOWER                       APPROX. 1.8 KM 3063924.3 |
 LX6880| LX6868 SEBERTS HOUSE GABLE                 APPROX. 1.9 KM 3461818.5 |
 LX6880|---------------------------------------------------------------------|
 LX6880
 LX6880                          SUPERSEDED SURVEY CONTROL
 LX6880
 LX6880  NAD 83(1992)-  41 32 55.20514(N)    072 32 55.12140(W) AD(       ) 3
 LX6880  NAD 83(1986)-  41 32 55.20696(N)    072 32 55.12364(W) AD(       ) 3
 LX6880  NAD 27      -  41 32 54.85100(N)    072 32 56.79900(W) AD(       ) 3
 LX6880
 LX6880.Superseded values are not recommended for survey control.
 LX6880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6880.See file dsdata.txt to determine how the superseded data were derived.
 LX6880
 LX6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0445102569(NAD 83)
 LX6880
 LX6880  HISTORY     - Date     Condition        Report By
 LX6880  HISTORY     - 1934     MONUMENTED       CGS
 LX6880  HISTORY     - 1952     SEE DESCRIPTION  USGS
 LX6880  HISTORY     - 19971120 GOOD             USPSQD
 LX6880
 LX6880                          STATION DESCRIPTION
 LX6880
 LX6880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6880'IN MIDDLE HADDAM, TOWN OF EAST HAMPTON.  ON THE W SIDE OF
 LX6880'ROUTE 151, THE MAIN ROAD FROM COBABLT TO EAST HADDAM, AND 1.1
 LX6880'MILE SOUTHERLY OF COBALT FOUR CORNERS.  ABOUT 135 METERS
 LX6880'WESTERLY OF THE CENTER LINE OF HIGHWAY ON PROPERTY OF
 LX6880'C.F. SHEPARD.
 LX6880'
 LX6880'THE STATION MARK IS SET IN A LARGE OUTCROPPING LEDGE FRAGMENT,
 LX6880'ABOUT 3 METERS SOUTHERLY OF THE N BOUNDARY OF THE SHEPARD PROPERTY.
 LX6880'
 LX6880'REFERENCE MARK NO.1 IS NEAR THE NORTHWESTERLY END OF AN
 LX6880'OUTCROPPING CRESCENT SHAPED BOULDER ABOUT 15 FEET LONG.  IT IS
 LX6880'ON ADJOINING PROPERTY ABOUT 11 METERS NORTHERLY OF BOUNDARY
 LX6880'FENCE.
 LX6880'
 LX6880'REFERENCE MARK NO.2 IS IN AN OUTCROPPING BOULDER, MEASURING
 LX6880'4 FEET BY 2-1/2 FEET IN SIZE, AND SITUATED ABOUT 15 METERS
 LX6880'SOUTHERLY OF FENCE.
 LX6880
 LX6880                          STATION RECOVERY (1952)
 LX6880
 LX6880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LX6880'STATION RECOVERED IN GOOD CONDITION.
 LX6880
 LX6880                          STATION RECOVERY (1997)
 LX6880
 LX6880'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3772 ***********************************************************************
 LX3772  DESIGNATION -  SHERWOOD
 LX3772  PID         -  LX3772
 LX3772  STATE/COUNTY-  CT/FAIRFIELD
 LX3772  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3772
 LX3772                         *CURRENT SURVEY CONTROL
 LX3772  ___________________________________________________________________
 LX3772* NAD 83(1996)-  41 06 37.51954(N)    073 19 49.35601(W)     ADJUSTED  
 LX3772* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 LX3772  ___________________________________________________________________
 LX3772  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LX3772  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3772
 LX3772  HORZ ORDER  -  THIRD
 LX3772  VERT ORDER  -  THIRD (See Below)
 LX3772
 LX3772.The horizontal coordinates were established by classical geodetic methods
 LX3772.and adjusted by the National Geodetic Survey in August 1998..
 LX3772
 LX3772.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3772.The vertical order pertains to the NGVD 29 superseded value.
 LX3772
 LX3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3772
 LX3772.The geoid height was determined by GEOID03.
 LX3772
 LX3772;                    North         East     Units Scale Factor Converg.
 LX3772;SPC CT       -   183,336.634   256,051.962   MT  1.00001026   -0 23 05.4
 LX3772;SPC CT       -   601,496.94    840,063.81   sFT  1.00001026   -0 23 05.4
 LX3772;UTM  18      - 4,552,358.279   640,185.998   MT  0.99984187   +1 05 52.7
 LX3772
 LX3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3772!SPC CT       -   1.00000425  x   1.00001026  =   1.00001451
 LX3772!UTM  18      -   1.00000425  x   0.99984187  =   0.99984611
 LX3772
 LX3772:                Primary Azimuth Mark                     Grid Az
 LX3772:SPC CT       -  WINDMILL TANK                            021 54 05.2
 LX3772:UTM  18      -  WINDMILL TANK                            020 25 07.1
 LX3772
 LX3772|---------------------------------------------------------------------|
 LX3772| PID    Reference Object                     Distance      Geod. Az  |
 LX3772|                                                           dddmmss.s |
 LX3772| LX3773 WINDMILL TANK                       APPROX. 1.7 KM 0213059.8 |
 LX3772| LX3767 WINDMILL                            APPROX. 1.9 KM 0595216.4 |
 LX3772| LX3768 BOATHOUSE RED ROOF                  APPROX. 2.2 KM 0743448.4 |
 LX3772| CB4843 SHERWOOD RM 1                         9.154 METERS 18036     |
 LX3772| LX3774 COCKENOES ISLAND 2 RESET            APPROX. 3.6 KM 2152228.0 |
 LX3772| LX3786 SPRITE ISLAND FLAGSTAFF             APPROX. 4.9 KM 2415820.2 |
 LX3772| CB4844 SHERWOOD RM 2                         9.300 METERS 26101     |
 LX3772|---------------------------------------------------------------------|
 LX3772
 LX3772                          SUPERSEDED SURVEY CONTROL
 LX3772
 LX3772  NAD 83(1992)-  41 06 37.51908(N)    073 19 49.35477(W) AD(       ) 3
 LX3772  NAD 83(1986)-  41 06 37.52123(N)    073 19 49.35903(W) AD(       ) 3
 LX3772  NAD 27      -  41 06 37.17700(N)    073 19 50.93600(W) AD(       ) 3
 LX3772  NGVD 29 (10/23/89)    3.28   (m)           10.8    (f) LEVELING    3  
 LX3772
 LX3772.Superseded values are not recommended for survey control.
 LX3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3772.See file dsdata.txt to determine how the superseded data were derived.
 LX3772
 LX3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4018652358(NAD 83)
 LX3772_MARKER: DS = TRIANGULATION STATION DISK
 LX3772_SETTING: 80 = SET IN A BOULDER
 LX3772_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX3772
 LX3772  HISTORY     - Date     Condition        Report By
 LX3772  HISTORY     - 1932     MONUMENTED       CGS
 LX3772  HISTORY     - 1933     GOOD             CGS
 LX3772  HISTORY     - 1959     GOOD             CGS
 LX3772  HISTORY     - 1959     GOOD             CGS
 LX3772  HISTORY     - 1972     GOOD             CTGS
 LX3772
 LX3772                          STATION DESCRIPTION
 LX3772
 LX3772'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3772'LOCATED ON SHERWOOD POINT ABOUT 2 MILES E OF THE TOWN OF SAUGATUCK
 LX3772'AT THE W END OF ALVORD BEACH.  THE STATION IS SET IN A FLAT BOULDER
 LX3772'ABOUT 10 FEET BY 6 FEET IN SIZE AND IS ABOUT 2 FEET ABOVE HIGH
 LX3772'WATER AND 10 FEET BACK FROM THE HIGH WATER LINE.
 LX3772'
 LX3772'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A
 LX3772'BOULDER.  REFERENCE MARKS ARE STANDARD
 LX3772'BRONZE DISKS IN A BOULDER.
 LX3772'
 LX3772'A STONE WALL WHICH FORMS A RIGHT ANGLE IS A SHORT DISTANCE INLAND
 LX3772'FROM THE STATION.  ONE LEG OF THE ANGLE IS THE STONE WALL EXTENDING
 LX3772'IN A SOUTHERLY DIRECTION AND TERMINATING IN A WOODEN BULKHEAD.  THE
 LX3772'STATION IS ABOUT 63 FEET W OF THIS WALL.  A SIMILAR WOODEN
 LX3772'BULKHEAD EXTENDING IN A SOUTHERLY DIRECTION IS ABOUT 15 FEET W OF
 LX3772'THE STATION.  THE LATTER WOODEN BULKHEAD IS BETWEEN THE
 LX3772'STATION AND REFERENCE MARK NO.2.
 LX3772'
 LX3772'STATION IS STAMPED SHERWOOD 1932.
 LX3772'
 LX3772'REFERENCE MARKS ARE STAMPED 1 AND 2 RESPECTIVELY.
 LX3772
 LX3772                          STATION RECOVERY (1933)
 LX3772
 LX3772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3772'RECOVERED AS DESCRIBED.  DISTANCE AS MEASURED TO REFERENCE
 LX3772'MARK NO.2 IS 9.150 METERS.
 LX3772
 LX3772                          STATION RECOVERY (1959)
 LX3772
 LX3772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3772'A NEW DESCRIPTION IS RECOMMENDED AS FOLLOWS--STATION LOCATED ON
 LX3772'SHERWOOD POINT ABOUT 2 MILES E OF TOWN OF SAUGATUCK, AT THE WEST
 LX3772'END OF ALVORD BEACH.  THE STATION IS SET ABOUT IN THE CENTER OF
 LX3772'A CONCAVE TOP BOULDER, ABOUT 10X6 FEET IN SIZE, AND IS ABOUT
 LX3772'2 FEET ABOVE HIGH WATER AND ABOUT 100 FEET N OF THE H.W.L.
 LX3772'STATION MARK IS THE CENTER OF THE SHANK OF A STANDARD BRONZE DISK
 LX3772'WEDGED IN A DRILL HOLE IN BOULDER.  CIRCULAR TOP OF DISK
 LX3772'IS GONE.  TOP OF SHANK IS ABOUT 1/2 INCH ABOVE BOULDER AND
 LX3772'IS COVERED WITH A CIRCLE OF RED PAINT, WITH 361 PAINTED IN RED ON
 LX3772'EAST FACE OF BOULDER.  A PROMINENT BOULDER ABOUT 100 FEET OFFSHORE
 LX3772'IS A GUIDE IN FINDING STATION MARK.  IT IS ABOUT 90 FEET SSE OF A
 LX3772'WILD CHERRY TREE AT THE GRASS AND SAND LINE AT SOUTHERN
 LX3772'EXTREMITY OF SHERWOOD POINT.  THE ENTIRE AREA IS NOW KNOWN AS
 LX3772'SHERWOOD ISLAND STATE PARK AND IS EASILY REACHED AND WELL MARKED
 LX3772'FROM THE NEW CONNECTICUT TURNPIKE.
 LX3772'
 LX3772'R.M. 1 IS NOT RECOVERED.  DUG DOWN 4 OR 5 INCHES BUT COULD NOT
 LX3772'FIND.  BOULDERS ARE UNDER BEACH SAND.  R.M. 2 IS RECOVERED IN FAIR
 LX3772'CONDITION AS IF BADLY WORN BY HEAVY ROCKS IN STORMS.  BOTTOM OF
 LX3772'DISK IS ABOUT 1/4 INCH ABOVE TOP OF ITS BOULDER.  DISTANCES AND
 LX3772'DIRECTION CHECKS FROM STATION.
 LX3772'
 LX3772'NO STONEWALLS, BULKHEADS ARE NOT VISIBLE IN THIS AREA.
 LX3772
 LX3772                          STATION RECOVERY (1959)
 LX3772
 LX3772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3772'HAVING HEARD THAT THERE WAS EXTENSIVE CONSTRUCTION GOING ON, IN
 LX3772'THIS AREA, I VISITED HERE TODAY.  A LARGE MODERN PAVILLION, ABOUT
 LX3772'100 YDS N OF SHERWOOD PT., IS NEARLY COMPLETED.  EXTENSIVE GRADING,
 LX3772'BULLDOZING, NEW ROADS, AND SO ON, ARE UNDER CONSTRUCTION.  I WAS
 LX3772'AFRAID THE STATION MIGHT BE DISTURBED.  SAW AN ENGINEER
 LX3772'LEVELING.  BUT STATION IS O.K.  RED CIRCLE IN 1959 IS NOW A
 LX3772'YELLOW CIRCLE (INDICATING USE).  ALSO 361 IS GONE, PROBABLY FROM
 LX3772'HEAVY STORMS.  R.M. 2 IS BEAT UP, TOP 1/3RD OF DISK, TOWARD
 LX3772'STATION IS GONE, BUT ARROW IS VISIBLE.
 LX3772'
 LX3772'R.M. 1 IS I BELIEVE, GONE.
 LX3772'
 LX3772'DISTANCE FROM STATION TO 2-PRONG WILD CHERRY TREE TO NW IS ABOUT
 LX3772'115 FT. -- NOT 90 FT. AS REPORTED IN MY 1/29/59 REPORT.  NO CHANGE
 LX3772'IN LOCATION OF STATION OR TREE.  I MUST HAVE ESTIMATED ABOUT 90
 LX3772'FT. IN 1959.  TODAY, WITHOUT TAPE, I CAREFULLY PACED THIS
 LX3772'DISTANCE, WHICH MEANS IT IS STILL ONLY AN APPROXIMATE DISTANCE.
 LX3772
 LX3772                          STATION RECOVERY (1972)
 LX3772
 LX3772'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3772'FOUND AS DESCRIBED BY C. H. OBER IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7472 ***********************************************************************
 LX7472  DESIGNATION -  SHERWOOD 2
 LX7472  PID         -  LX7472
 LX7472  STATE/COUNTY-  CT/FAIRFIELD
 LX7472  USGS QUAD   -  SHERWOOD POINT (1971)
 LX7472
 LX7472                         *CURRENT SURVEY CONTROL
 LX7472  ___________________________________________________________________
 LX7472* NAD 83(1996)-  41 06 37.45046(N)    073 19 49.19716(W)     ADJUSTED  
 LX7472* NAVD 88     -         3.5    (meters)      11.     (feet)  GPS OBS   
 LX7472  ___________________________________________________________________
 LX7472  X           -   1,380,487.270 (meters)                     COMP
 LX7472  Y           -  -4,610,269.784 (meters)                     COMP
 LX7472  Z           -   4,171,651.345 (meters)                     COMP
 LX7472  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LX7472  ELLIP HEIGHT-         -26.52  (meters)          (06/16/04) GPS OBS
 LX7472  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX7472
 LX7472  HORZ ORDER  -  B
 LX7472  ELLP ORDER  -  FOURTH    CLASS II
 LX7472
 LX7472.The horizontal coordinates were established by GPS observations
 LX7472.and adjusted by the National Geodetic Survey in June 2004..
 LX7472
 LX7472.The orthometric height was determined by GPS observations and a
 LX7472.high-resolution geoid model.
 LX7472
 LX7472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7472
 LX7472.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7472
 LX7472.The ellipsoidal height was determined by GPS observations
 LX7472.and is referenced to NAD 83.
 LX7472
 LX7472.The geoid height was determined by GEOID03.
 LX7472
 LX7472;                    North         East     Units Scale Factor Converg.
 LX7472;SPC CT       -   183,334.478   256,055.654   MT  1.00001026   -0 23 05.3
 LX7472;SPC CT       -   601,489.87    840,075.92   sFT  1.00001026   -0 23 05.3
 LX7472;UTM  18      - 4,552,356.220   640,189.744   MT  0.99984188   +1 05 52.8
 LX7472
 LX7472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7472!SPC CT       -   1.00000416  x   1.00001026  =   1.00001442
 LX7472!UTM  18      -   1.00000416  x   0.99984188  =   0.99984604
 LX7472
 LX7472:                Primary Azimuth Mark                     Grid Az
 LX7472:SPC CT       -  SHERWOOD 2 AZ MK                         042 10 54.2
 LX7472:UTM  18      -  SHERWOOD 2 AZ MK                         040 41 56.1
 LX7472
 LX7472|---------------------------------------------------------------------|
 LX7472| PID    Reference Object                     Distance      Geod. Az  |
 LX7472|                                                           dddmmss.s |
 LX7472| LX7473 SHERWOOD 2 AZ MK                    413.766 METERS 0414748.9 |
 LX7472| CR9142 SHERWOOD 2 RM 1                      22.251 METERS 06319     |
 LX7472| LX7465 ROWAYTON OLD WITCH STANDPIPE        APPROX. 9.6 KM 2444235.1 |
 LX7472| AA9692 SHERWOOD 80                           4.102 METERS 29820     |
 LX7472| LX3772 SHERWOOD                              4.275 METERS 29954     |
 LX7472| CR9143 SHERWOOD 2 RM 2                      29.532 METERS 30416     |
 LX7472|---------------------------------------------------------------------|
 LX7472
 LX7472                          SUPERSEDED SURVEY CONTROL
 LX7472
 LX7472  NAD 83(1996)-  41 06 37.45634(N)    073 19 49.20115(W) AD(       ) 1
 LX7472  NAD 83(1992)-  41 06 37.45592(N)    073 19 49.20002(W) AD(       ) 1
 LX7472  NAD 83(1986)-  41 06 37.45803(N)    073 19 49.20418(W) AD(       ) 1
 LX7472  NAD 83(1986)-  41 06 37.45534(N)    073 19 49.19734(W) AD(       ) 1
 LX7472  NGVD 29 (10/23/89)    3.4    (m)           11.     (f) VERT ANG       
 LX7472
 LX7472.Superseded values are not recommended for survey control.
 LX7472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7472.See file dsdata.txt to determine how the superseded data were derived.
 LX7472
 LX7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4019052356(NAD 83)
 LX7472_MARKER: DD = SURVEY DISK
 LX7472_SETTING: 66 = SET IN ROCK OUTCROP
 LX7472_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7472_STAMPING: SHERWOOD 2 1983
 LX7472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX7472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7472+STABILITY: POSITION/ELEVATION WELL
 LX7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7472+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2004
 LX7472
 LX7472  HISTORY     - Date     Condition        Report By
 LX7472  HISTORY     - 19830101 MONUMENTED       NGS
 LX7472  HISTORY     - 20030424 GOOD             CTGS
 LX7472  HISTORY     - 20040309 GOOD             INDIV
 LX7472
 LX7472                          STATION DESCRIPTION
 LX7472
 LX7472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7472'THE STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTHWEST OF
 LX7472'SOUTHPORT, 3.5 KM (2.2 MI) SOUTHEAST OF WESTPORT, IN THE
 LX7472'SHERWOOD ISLAND STATE PARK, IN A FLAT GRASSY AREA NEAR
 LX7472'THE WATER.
 LX7472'OWNERSHIP--OFFICE OF PARKS AND RECREATION, DEPARTMENT
 LX7472'OF ENVIRONMENTAL PROTECTION, STATE OFFICE BUILDING, 165
 LX7472'CAPITOL AVENUE, HARTFORD CT 06106, PARK OFFICE
 LX7472'PHONE 203-226-6983.
 LX7472'
 LX7472'TO REACH THE STATION FROM THE INTERSECTION OF THE CONNECTICUT
 LX7472'TURNPIKE AND THE SHERWOOD ISLAND CONNECTOR AT EXIT 18, GO
 LX7472'SOUTH ON THE SHERWOOD ISLAND CONNECTOR FOR 0.6 KM (0.35 MI)
 LX7472'TO THE TOLL BOOTH AT THE PARK ENTRANCE.  CONTINUE AHEAD FOR
 LX7472'0.5 KM (O.3 MI) TO A PARKING LOT ENTRANCE ON THE RIGHT,
 LX7472'TURN RIGHT, WEST, INTO LOT, THEN BEAR LEFT TO A PIPE
 LX7472'GATE, 0.1 KM (0.05 MI), AT SOUTH EDGE OF LOT THAT LEADS
 LX7472'TO THE PAVILION.  PASS THROUGH GATE, THEN TURN RIGHT ON
 LX7472'PAVED LANE FOR 0.1 KM (0.05 MI) TO A T-LANE.  TURN LEFT,
 LX7472'SOUTH, FOR 0.25 KM (0.15 MI) ON THE PAVED ROAD, THEN TRACK LANE
 LX7472'TO A FLAGPOLE AND THE STATION ON THE LEFT.
 LX7472'
 LX7472'THE STATION IS A STANDARD NGS DISK
 LX7472'STAMPED---SHERWOOD 2 1983---,
 LX7472'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7472'37.8 METERS (124.0 FT) NORTHWEST FROM A LARGE BOULDER CLOSE TO
 LX7472'THE BEACH,
 LX7472'28.9 METERS (95.0 FT) EAST-NORTHEAST FROM A BOULDER BY THE BEACH,
 LX7472'16.0 METERS (52.5 FT) SOUTH FROM A FLAG POLE AND
 LX7472'8.8 METERS (29.0 FT) SOUTH-SOUTHEAST FROM A LARGE
 LX7472'BOULDER BY THE FLAG POLE.
 LX7472'
 LX7472'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7472'STAMPED---SHERWOOD 2 NO 1 1983---,
 LX7472'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7472'36.3 METERS (119.0 FT) NORTH FROM THE LARGE BOULDER BY THE BEACH,
 LX7472'25.9 METERS (85.0 FT) WEST-SOUTHWEST FROM THE FLAG POLE AND
 LX7472'23.8 METERS (78.0 FT) WEST-NORTHWEST FROM THE LARGE BOULDER BY
 LX7472'THE FLAGPOLE.
 LX7472'MARK IS LEVEL WITH STATION.
 LX7472'
 LX7472'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7472'STAMPED---SHERWOOD 2 NO 2 1983---,
 LX7472'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7472'20.7 METERS (68.0 FT) SOUTHEAST FROM THE LARGE BOULDER BY THE
 LX7472'FLAG POLE,
 LX7472'18.9 METERS (62.0 FT) EAST-SOUTHEAST FROM THE FLAG POLE AND
 LX7472'13.9 METERS (45.5 FT) SOUTH FROM A 60 CM IN DIAMETER TREE.
 LX7472'MARK IS LEVEL WITH STATION.
 LX7472'
 LX7472'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7472'
 LX7472'DESCRIBED BY D.W. SMITH, CHECKED BY J.N. LEONHARDT.
 LX7472
 LX7472                          STATION RECOVERY (2003)
 LX7472
 LX7472'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX7472'THE STATION IS A STANDARD NGS DISK,  STAMPED SHERWOOD 2 1983, SET
 LX7472'INTO A ROCK OUTCROP, WHICH IS FLUSH WITH THE SURFACE OF THE  GROUND.
 LX7472'TO REACH THE STATION FROM THE INTERSECTION OF THE  CONNECTICUT
 LX7472'TURNPIKE AND THE SHERWOOD ISLAND CONNECTOR AT EXIT  18, GO SOUTH ON
 LX7472'THE SHERWOOD ISLAND CONNECTOR FOR 0.6 KM (0.35 MI)  TO THE TOLL BOOTH
 LX7472'AT THE PARK ENTRANCE.  CONTINUE AHEAD FOR 0.5  KM (O.3 MI) TO A
 LX7472'PARKING LOT ENTRANCE ON THE RIGHT. TURN RIGHT INTO  THE LOT, THEN BEAR
 LX7472'LEFT TO A PIPE GATE, 0.1 KM (0.05 MI), AT SOUTH EDGE OF LOT THAT LEADS
 LX7472'TO THE PAVILION.  PASS THROUGH GATE, THEN TURN  RIGHT ON PAVED LANE
 LX7472'FOR 0.1 KM (0.05 MI) TO A T-LANE.  TURN LEFT,  SOUTH, FOR 0.25 KM
 LX7472'(0.15 MI) ON THE PAVED ROAD, THEN TRACK LANE TO A  FLAGPOLE AND THE
 LX7472'STATION ON THE LEFT.  THE STATION IS LOCATED 37.8 METERS (124.0 FT)
 LX7472'NORTHWEST  FROM A LARGE BOULDER CLOSE TO THE BEACH, 28.9 METERS (95.0
 LX7472'FT)  EAST-NORTHEAST FROM A BOULDER BY THE BEACH, 16.0 METERS (52.5 FT)
 LX7472'SOUTH FROM A FLAG POLE, 8.8 METERS (29.0 FT) SOUTH-SOUTHEAST FROM A
 LX7472'LARGE BOULDER BY THE FLAG POLE, 131.3 FT. SOUTHEAST OF A 30 IN. OAK
 LX7472'TREE, 54.4 FT. NORTHEAST OF THE NORTHEAST CORNER OF A 9-11  MEMORIAL,
 LX7472'AND 4 FT.NORTHEAST OF A WITNESS POST.   RM 1 A STANDARD NGS DISK,
 LX7472'STAMPED SHERWOOD 2 NO 1 1983, SET INTO A  ROCK OUTCROP.  IT IS 119.0
 LX7472'FT NORTH OF THE LARGE BOULDER BY THE  BEACH, 85.0 FT WEST-SOUTHWEST OF
 LX7472'A FLAG POLE, AND 78.0 FT  WEST-NORTHWEST OF THE LARGE BOULDER BY THE
 LX7472'FLAGPOLE.   RM 2 A STANDARD NGS DISK, STAMPED SHERWOOD 2 NO 2 1983,
 LX7472'SET INTO A  ROCK OUTCROP.  IT IS 68.0 FT SOUTHEAST OF THE LARGE
 LX7472'BOULDER BY THE  FLAG POLE, 62.0 FT EAST-SOUTHEAST OF THE FLAG POLE,
 LX7472'AND 45.5 FT  SOUTH OF A 12 IN DIAMETER TREE.  AZI MARK A STANDARD NGS
 LX7472'AZIMUTH MARK DISK, STAMPED SHERWOOD 2  1983, SET INTO A 2 X 6 FT.
 LX7472'CONCRETE PAD WHICH IS FLUSH WITH THE  GROUND.  IT IS 82.0 FT. SOUTH OF
 LX7472'THE CENTERLINE OF A GRAVEL  DRIVEWAY, 75.0 FT. NORTH OF THE CENTERLINE
 LX7472'OF ANOTHER GRAVEL  DRIVEWAY, AND 30.5 FT. WEST OF THE WEST EDGE OF A
 LX7472'BUILDING AT THE  NORTHWEST CORNER OF THE SHOWERS.
 LX7472
 LX7472                          STATION RECOVERY (2004)
 LX7472
 LX7472'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DLL)
 LX7472'RECOVERED AS DESCRIBED, BY THE TOWN OF WESTPORT,SURVEYING DIVISION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7473 ***********************************************************************
 LX7473  DESIGNATION -  SHERWOOD 2 AZ MK
 LX7473  PID         -  LX7473
 LX7473  STATE/COUNTY-  CT/FAIRFIELD
 LX7473  USGS QUAD   -  SHERWOOD POINT (1971)
 LX7473
 LX7473                         *CURRENT SURVEY CONTROL
 LX7473  ___________________________________________________________________
 LX7473* NAD 83(1996)-  41 06 47.44960(N)    073 19 37.37710(W)     ADJUSTED  
 LX7473* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 LX7473  ___________________________________________________________________
 LX7473  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 LX7473  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX7473
 LX7473  HORZ ORDER  -  SECOND
 LX7473
 LX7473.The horizontal coordinates were established by classical geodetic methods
 LX7473.and adjusted by the National Geodetic Survey in August 1998..
 LX7473
 LX7473.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7473
 LX7473.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7473
 LX7473.The geoid height was determined by GEOID03.
 LX7473
 LX7473;                    North         East     Units Scale Factor Converg.
 LX7473;SPC CT       -   183,641.089   256,333.494   MT  1.00000990   -0 22 57.4
 LX7473;SPC CT       -   602,495.81    840,987.47   sFT  1.00000990   -0 22 57.4
 LX7473;UTM  18      - 4,552,669.866   640,459.512   MT  0.99984281   +1 06 00.8
 LX7473
 LX7473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7473!SPC CT       -   1.00000439  x   1.00000990  =   1.00001429
 LX7473!UTM  18      -   1.00000439  x   0.99984281  =   0.99984720
 LX7473
 LX7473                          SUPERSEDED SURVEY CONTROL
 LX7473
 LX7473  NAD 83(1992)-  41 06 47.44920(N)    073 19 37.37599(W) AD(       ) 2
 LX7473  NAD 83(1986)-  41 06 47.45131(N)    073 19 37.38022(W) AD(       ) 2
 LX7473  NAD 83(1986)-  41 06 47.44857(N)    073 19 37.37324(W) AD(       ) 2
 LX7473  NGVD 29 (10/23/89)    2.     (m)            7.     (f) VERT ANG       
 LX7473
 LX7473.Superseded values are not recommended for survey control.
 LX7473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7473.See file dsdata.txt to determine how the superseded data were derived.
 LX7473
 LX7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4046052670(NAD 83)
 LX7473_MARKER: DZ = AZIMUTH MARK DISK
 LX7473_SETTING: 0 = UNSPECIFIED SETTING
 LX7473_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7473
 LX7473  HISTORY     - Date     Condition        Report By
 LX7473  HISTORY     - 1983     MONUMENTED       NGS
 LX7473
 LX7473                          STATION DESCRIPTION
 LX7473
 LX7473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7473'THE STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTHWEST OF SOUTHPORT,
 LX7473'3.5 KM (2.2 MI) SOUTHEAST OF WESTPORT, IN THE SHERWOOD
 LX7473'ISLAND STATE PARK.
 LX7473'OWNERSHIP--OFFICE OF PARKS AND RECREATION, DEPARTMENT
 LX7473'OF ENVIRONMENTAL PROTECTION, STATE OFFICE BUILDING, 165
 LX7473'CAPITOL AVENUE, HARTFORD CT 06106, PARK PHONE 203-226-6983.
 LX7473'
 LX7473'TO REACH THE STATION FROM THE INTERSECTION OF THE CONNECTICUT
 LX7473'TURNPIKE AND THE SHERWOOD ISLAND CONNECTOR AT EXIT 18
 LX7473'GO SOUTH ON THE SHERWOOD ISLAND CONNECTOR FOR 0.6 KM (0.35 MI)
 LX7473'TO THE TOLL BOOTH AT THE PARK ENTRANCE.  CONTINUE
 LX7473'AHEAD FOR 0.5 KM (0.3 MI) TO A PARKING LOT ENTRANCE ON
 LX7473'THE RIGHT. TURN RIGHT, WEST, INTO THE PARKING LOT, THEN
 LX7473'BEAR LEFT 0.1 KM (0.05 MI) TO A PIPE GATE AT SOUTH EDGE
 LX7473'OF LOT THAT LEADS TO THE PAVILION.  PASS THROUGH GATE,
 LX7473'THEN TURN RIGHT ON PAVED LANE FOR 0.1 KM (0.05 MI)
 LX7473'TO A T-LANE.  TURN LEFT, SOUTH, AND FOLLOW PAVED LANE,
 LX7473'THEN GRAVEL LANE BEHIND PAVILION FOR 0.6 KM (0.3 MI)
 LX7473'TO STATION ON THE LEFT.
 LX7473'
 LX7473'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7473'STAMPED---SHERWOOD 2 1983---,
 LX7473'SET INTO A DRILL HOLE WITH CEMENT IN A CONCRETE PAD, 6 X 2
 LX7473'METERS, FLUSH WITH THE SURFACE.
 LX7473'IT IS LOCATED
 LX7473'25.0 METERS (82.0 FT) SOUTH FROM A GRAVEL DRIVE APPROXIMATE
 LX7473'CENTER,
 LX7473'22.9 METERS (75.0 FT) NORTH FROM A GRAVEL DRIVE APPROXIMATE
 LX7473'CENTER AND
 LX7473'9.3 METERS (30.5 FT) WEST FROM THE WEST EDGE OF A BUILDING, AT
 LX7473'THE NORTHWEST CORNER OF SHOWERS.
 LX7473'
 LX7473'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7473'
 LX7473'DESCRIBED BY D.W. SMITH, CHECKED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6496 ***********************************************************************
 LX6496  DESIGNATION -  SHINGLE HILL TANK
 LX6496  PID         -  LX6496
 LX6496  STATE/COUNTY-  CT/NEW HAVEN
 LX6496  USGS QUAD   -  NEW HAVEN (1984)
 LX6496
 LX6496                         *CURRENT SURVEY CONTROL
 LX6496  ___________________________________________________________________
 LX6496* NAD 83(1996)-  41 15 33.71470(N)    072 58 17.78058(W)     ADJUSTED  
 LX6496* NAVD 88     -                                                        
 LX6496  ___________________________________________________________________
 LX6496  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LX6496  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6496
 LX6496  HORZ ORDER  -  THIRD
 LX6496
 LX6496.The horizontal coordinates were established by classical geodetic methods
 LX6496.and adjusted by the National Geodetic Survey in August 1998..
 LX6496
 LX6496
 LX6496.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6496
 LX6496.The geoid height was determined by GEOID03.
 LX6496
 LX6496;                    North         East     Units Scale Factor Converg.
 LX6496;SPC CT       -   199,738.014   286,229.173   MT  0.99999454   -0 08 49.0
 LX6496;SPC CT       -   655,307.13    939,070.21   sFT  0.99999454   -0 08 49.0
 LX6496;SPC NY L     -   121,849.852   386,183.853   MT  1.00002037   +0 40 21.6
 LX6496;SPC NY L     -   399,769.06  1,267,004.86   sFT  1.00002037   +0 40 21.6
 LX6496;UTM  18      - 4,569,533.744   669,925.282   MT  0.99995537   +1 20 16.7
 LX6496
 LX6496                          SUPERSEDED SURVEY CONTROL
 LX6496
 LX6496  NAD 83(1992)-  41 15 33.71374(N)    072 58 17.78034(W) AD(       ) 4
 LX6496  NAD 83(1986)-  41 15 33.71559(N)    072 58 17.78535(W) AD(       ) 4
 LX6496  NAD 27      -  41 15 33.37200(N)    072 58 19.42400(W) AD(       ) 3
 LX6496
 LX6496.Superseded values are not recommended for survey control.
 LX6496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6496.See file dsdata.txt to determine how the superseded data were derived.
 LX6496
 LX6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6992569534(NAD 83)
 LX6496
 LX6496  HISTORY     - Date     Condition        Report By
 LX6496  HISTORY     - 1933     MONUMENTED       CGS
 LX6496
 LX6496                          STATION DESCRIPTION
 LX6496
 LX6496'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6496'THIS TANK IS PART OF THE DISTRIBUTION SYSTEM OF THE NEW HAVEN
 LX6496'WATER COMPANY.  IT IS LOCATED ON THE HIGHEST PART OF SHINGLE HILL
 LX6496'IN THE WESTERN PART OF THE TOWN OF WEST HAVEN.
 LX6496'
 LX6496'STATION IS 155 METERS SE OF CENTER LINE OF SHINGLE HILL
 LX6496'ROAD.  TANK IS OF STEEL, PAINTED GRAY, AND IS UNCOVERED.  IT IS
 LX6496'50 FEET HIGH.
 LX6496'
 LX6496'CENTER IS CENTER LINE OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7047 ***********************************************************************
 LX7047  DESIGNATION -  SHIPMAN
 LX7047  PID         -  LX7047
 LX7047  STATE/COUNTY-  CT/HARTFORD
 LX7047  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7047
 LX7047                         *CURRENT SURVEY CONTROL
 LX7047  ___________________________________________________________________
 LX7047* NAD 83(1996)-  41 40 15.94632(N)    072 38 12.80362(W)     ADJUSTED  
 LX7047* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 LX7047  ___________________________________________________________________
 LX7047  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX7047  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX7047
 LX7047  HORZ ORDER  -  THIRD
 LX7047
 LX7047.The horizontal coordinates were established by classical geodetic methods
 LX7047.and adjusted by the National Geodetic Survey in August 1998..
 LX7047
 LX7047.The orthometric height was scaled from a topographic map.
 LX7047
 LX7047.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7047
 LX7047.The geoid height was determined by GEOID03.
 LX7047
 LX7047;                    North         East     Units Scale Factor Converg.
 LX7047;SPC CT       -   245,447.769   314,219.836   MT  0.99998601   +0 04 30.0
 LX7047;SPC CT       -   805,273.22  1,030,902.91   sFT  0.99998601   +0 04 30.0
 LX7047;UTM  18      - 4,615,957.408   696,718.287   MT  1.00007623   +1 34 17.9
 LX7047
 LX7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7047!SPC CT       -   0.99999510  x   0.99998601  =   0.99998111
 LX7047!UTM  18      -   0.99999510  x   1.00007623  =   1.00007133
 LX7047
 LX7047:                Primary Azimuth Mark                     Grid Az
 LX7047:SPC CT       -  E HARTFORD HOCKANUM CONG CH              001 37 35.6
 LX7047:UTM  18      -  E HARTFORD HOCKANUM CONG CH              000 07 47.7
 LX7047
 LX7047|---------------------------------------------------------------------|
 LX7047| PID    Reference Object                     Distance      Geod. Az  |
 LX7047|                                                           dddmmss.s |
 LX7047| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX. 8.1 KM 0014205.6 |
 LX7047| LX6781 NAUBUC FACTORY SMOKESTACK           APPROX. 5.3 KM 0172843.9 |
 LX7047| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 4.8 KM 0292950.8 |
 LX7047| LX6774 S GLASTONBURY CONG CH TOWER         APPROX. 2.9 KM 0972728.4 |
 LX7047| LX6761 STOCKING                            APPROX. 3.4 KM 1191031.2 |
 LX7047| LX7059 DIVIDEND FLAG IN TREE               APPROX. 2.2 KM 1741016.0 |
 LX7047| LX7065 DRUM HILL 2 FLAG IN TREE            APPROX. 2.6 KM 1921846.6 |
 LX7047| LX7063 DRUM HILL 1 FLAG IN TREE            APPROX. 2.6 KM 1931415.6 |
 LX7047| LX7066 ROCKY HILL CATH CH SPIRE            APPROX. 0.8 KM 2223534.9 |
 LX7047| LX7037 SCHOOLHOUSE HILL RESET              APPROX. 3.9 KM 2492337.5 |
 LX7047| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX.11.0 KM 3395621.0 |
 LX7047| LX6653 HARTFORD SOUTH CONG CH SPIRE        APPROX.10.3 KM 3415540.7 |
 LX7047| LX6654 HARTFORD SOUTH BAP CH SPIRE         APPROX.10.5 KM 3423357.3 |
 LX7047| LX6657 HARTFORD CENTER CONG CH SPIRE       APPROX.10.8 KM 3432317.9 |
 LX7047| LX7017 WETHERSFIELD FLAGSTAFF              APPROX. 4.8 KM 3441308.6 |
 LX7047| LX6661 HARTFORD OLD ST HOUSE CUPOLA        APPROX.11.0 KM 3441427.0 |
 LX7047| LX6659 HARTFORD CHENEY BLDG FLAGSTAFF      APPROX.11.1 KM 3442546.8 |
 LX7047| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 4.8 KM 3443946.8 |
 LX7047| LX6651 HARTFORD ARSENAL FLAGSTAFF          APPROX.12.6 KM 3451333.3 |
 LX7047| LX6650 HARTFORD NORTH METH CHURCH          APPROX.12.8 KM 3451326.1 |
 LX7047| LX6652 HARTFORD WINDSOR AVE CONG CH        APPROX.12.8 KM 3452523.3 |
 LX7047| LX6625 EAST HARTFORD CONG CH TOWER         APPROX.10.9 KM 3564326.8 |
 LX7047| LX6627 EAST HARTFORD ROMAN CATH CH         APPROX.11.8 KM 3595047.7 |
 LX7047|---------------------------------------------------------------------|
 LX7047
 LX7047                          SUPERSEDED SURVEY CONTROL
 LX7047
 LX7047  NAD 83(1996)-  41 40 15.94570(N)    072 38 12.80393(W) AD(       ) 3
 LX7047  NAD 83(1992)-  41 40 15.94582(N)    072 38 12.80372(W) AD(       ) 3
 LX7047  NAD 83(1992)-  41 40 15.94748(N)    072 38 12.80559(W) AD(       ) 3
 LX7047  NAD 83(1986)-  41 40 15.94768(N)    072 38 12.80532(W) AD(       ) 3
 LX7047  NAD 27      -  41 40 15.58203(N)    072 38 14.47968(W) AD(       ) 3
 LX7047
 LX7047.Superseded values are not recommended for survey control.
 LX7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7047.See file dsdata.txt to determine how the superseded data were derived.
 LX7047
 LX7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9671815957(NAD 83)
 LX7047
 LX7047  HISTORY     - Date     Condition        Report By
 LX7047  HISTORY     - 1875     MONUMENTED       CGS
 LX7047  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX7047  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7047
 LX7047                          STATION DESCRIPTION
 LX7047
 LX7047'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7047'ON A BARE HILL IN ROCKY HILL CENTER, 8 MILES FROM HARTFORD.  THE
 LX7047'HILL IS KNOWN AS SHIPMANS HILL AND IS THE PROPERTY OF THE WIDOW
 LX7047'AND CHILDREN OF SAMUEL SHIPMAN.  THE STATION IS ABOUT 1/4 MILE
 LX7047'FROM THE RIVER AND 1/2 MILE N OF THE CONNECTICUT VALLEY
 LX7047'RAILROAD STATION.  SHIPMANS HOUSE IS ON THE TURNPIKE AT THE
 LX7047'FOOT OF THE HILL, W OF THE STATION.  AFTER DIGGING 1 FOOT
 LX7047'BENEATH THE STATION A LEDGE WAS STRUCK.  THE ROCK WAS HARD AND
 LX7047'WHEN DRILLED BROKE IRREGULARLY.  A RATHER SCRAGGY HOLE 1-1/2
 LX7047'INCHES DEEP WAS SECURED AND THIS MARKS THE STATION.  FROM THE
 LX7047'STATION TO A TRIANGLE ON A LARGE ROCK TO E IS 16 FEET.  TO
 LX7047'LARGE ROCK NW, 2 FEET 10-1/2 INCHES.  IN 1891 THE STATION
 LX7047'WAS RECOVERED WITH SOME DIFFICULTY, AND A LARGE PILE OF
 LX7047'STONES WAS LEFT OVER IT TO AID IN FUTURE RECOVERIES.
 LX7047
 LX7047                          STATION RECOVERY (1935)
 LX7047
 LX7047'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7047'THIS STATION WAS NOT RECOVERED.  OPERATIONS OF THE ROCKY HILL
 LX7047'QUARRY HAVE EVIDENTLY DESTROYED THE OLD MARK.  SHOULD NOT BE
 LX7047'CONFUSED WITH TRIANGULATION STATION SHIPMAN (M.D.S.H.C.) 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3914 ***********************************************************************
 LX3914  DESIGNATION -  SHIPPAN POINT OLD CHIM
 LX3914  PID         -  LX3914
 LX3914  STATE/COUNTY-  CT/FAIRFIELD
 LX3914  USGS QUAD   -  STAMFORD (1984)
 LX3914
 LX3914                         *CURRENT SURVEY CONTROL
 LX3914  ___________________________________________________________________
 LX3914* NAD 83(1996)-  41 01 27.93862(N)    073 31 10.56489(W)     ADJUSTED  
 LX3914* NAVD 88     -                                                        
 LX3914  ___________________________________________________________________
 LX3914  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 LX3914  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX3914
 LX3914  HORZ ORDER  -  THIRD
 LX3914
 LX3914.The horizontal coordinates were established by classical geodetic methods
 LX3914.and adjusted by the National Geodetic Survey in August 1998..
 LX3914
 LX3914
 LX3914.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3914
 LX3914.The geoid height was determined by GEOID03.
 LX3914
 LX3914;                    North         East     Units Scale Factor Converg.
 LX3914;SPC CT       -   173,910.851   240,073.375   MT  1.00002238   -0 30 37.0
 LX3914;SPC CT       -   570,572.52    787,640.73   sFT  1.00002238   -0 30 37.0
 LX3914;UTM  18      - 4,542,524.251   624,459.760   MT  0.99979065   +0 58 18.6
 LX3914
 LX3914                          SUPERSEDED SURVEY CONTROL
 LX3914
 LX3914  NAD 83(1992)-  41 01 27.93790(N)    073 31 10.56556(W) AD(       ) 4
 LX3914  NAD 83(1986)-  41 01 27.93888(N)    073 31 10.56727(W) AD(       ) 4
 LX3914  NAD 27      -  41 01 27.59000(N)    073 31 12.13000(W) AD(       ) 3
 LX3914
 LX3914.Superseded values are not recommended for survey control.
 LX3914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3914.See file dsdata.txt to determine how the superseded data were derived.
 LX3914
 LX3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2446042524(NAD 83)
 LX3914
 LX3914  HISTORY     - Date     Condition        Report By
 LX3914  HISTORY     - 1910     MONUMENTED       CGS
 LX3914  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX3914  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3914  HISTORY     - 1987     POOR             USPSQD
 LX3914  HISTORY     - 1988     POOR             USPSQD
 LX3914
 LX3914                          STATION DESCRIPTION
 LX3914
 LX3914'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX3914'IN 1910 H.P. RITTER REPORTED THAT THE CONNECTICUT SHELL FISH
 LX3914'COMMISSIONS REPORT OF 1902 STATED THAT THIS SIGNAL (CALLED RUIN BY
 LX3914'THEM) HAD BEEN REMOVED.  H.P. RITTER VISITED THE LOCALITY AND FOUND
 LX3914'THAT THE BASE OF THE OLD CHIMNEY STILL STOOD, CONTAINING 2 OLD
 LX3914'FASHIONED FIRE PLACES, 1 ON THE GROUND FLOOR AND 1 ON THE SECOND
 LX3914'FLOOR.  THIS PART STILL REMAINING WAS ABOUT 20 FEET HIGH.  IT
 LX3914'STANDS ON THE EASTERN SIDE OF SHIPPAN POINT, ABOUT 400 METERS S
 LX3914'OF THE SHIPPAN POINT HOTEL.
 LX3914
 LX3914                          STATION RECOVERY (1935)
 LX3914
 LX3914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX3914'THE REMAINS OF THE OLD CHIMNEY ARE STANDING AS REPORTED BY
 LX3914'H.P. RITTER IN 1910.  IT STANDS ON THE PROPERTY OF R.S. CHILDS,
 LX3914'ON OCEAN DRIVE EAST.
 LX3914'
 LX3914'AT PRESENT THE CHIMNEY IS SO SCREENED BY TREES AS TO MAKE IT
 LX3914'USELESS AS A TRIANGULATION STATION.
 LX3914
 LX3914                          STATION RECOVERY (1958)
 LX3914
 LX3914'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3914'RECOVERED AS DESCRIBED.  PROPERTY IS AT 280 OCEAN DRIVE EAST,
 LX3914'AND IS OWNED BY RICHARD S. CHILDS.
 LX3914
 LX3914                          STATION RECOVERY (1987)
 LX3914
 LX3914'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRH)
 LX3914'MARK RECOVERED IN POOR CONDITION.
 LX3914
 LX3914                          STATION RECOVERY (1988)
 LX3914
 LX3914'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHS)
 LX3914'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3659 ***********************************************************************
 LW3659  DESIGNATION -  SHIPPEE
 LW3659  PID         -  LW3659
 LW3659  STATE/COUNTY-  CT/WINDHAM
 LW3659  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3659
 LW3659                         *CURRENT SURVEY CONTROL
 LW3659  ___________________________________________________________________
 LW3659* NAD 83(1996)-  41 48 18.71719(N)    071 49 12.35395(W)     ADJUSTED  
 LW3659* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 LW3659  ___________________________________________________________________
 LW3659  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 LW3659  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LW3659
 LW3659  HORZ ORDER  -  FIRST
 LW3659
 LW3659.The horizontal coordinates were established by classical geodetic methods
 LW3659.and adjusted by the National Geodetic Survey in August 1998..
 LW3659
 LW3659.The orthometric height was scaled from a topographic map.
 LW3659
 LW3659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3659
 LW3659.The geoid height was determined by GEOID03.
 LW3659
 LW3659;                    North         East     Units Scale Factor Converg.
 LW3659;SPC CT       -   260,751.831   382,076.273   MT  0.99999435   +0 36 59.7
 LW3659;SPC CT       -   855,483.30  1,253,528.57   sFT  0.99999435   +0 36 59.7
 LW3659;SPC RI       -    80,221.267    73,399.030   MT  1.00000245   -0 12 48.2
 LW3659;SPC RI       -   263,192.61    240,809.98   sFT  1.00000245   -0 12 48.2
 LW3659;UTM  19      - 4,631,993.032   265,724.505   MT  1.00027544   -1 52 50.6
 LW3659
 LW3659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3659!SPC CT       -   0.99997084  x   0.99999435  =   0.99996519
 LW3659!SPC RI       -   0.99997084  x   1.00000245  =   0.99997329
 LW3659!UTM  19      -   0.99997084  x   1.00027544  =   1.00024627
 LW3659
 LW3659:                Primary Azimuth Mark                     Grid Az
 LW3659:SPC CT       -  BROWN                                    015 58 14.2
 LW3659:SPC RI       -  BROWN                                    016 48 02.1
 LW3659:UTM  19      -  BROWN                                    018 28 04.5
 LW3659
 LW3659|---------------------------------------------------------------------|
 LW3659| PID    Reference Object                     Distance      Geod. Az  |
 LW3659|                                                           dddmmss.s |
 LW3659| LW3660 BROWN                               APPROX. 2.5 KM 0163513.9 |
 LW3659| CB8533 SHIPPEE RM 3                         29.047 METERS 02353     |
 LW3659| CB8531 SHIPPEE RM 1                         69.144 METERS 18659     |
 LW3659| LW3656 SOUTH KILLINGLY CONG CH SPIRE       APPROX. 1.9 KM 2164442.2 |
 LW3659| CB8532 SHIPPEE RM 2                         67.879 METERS 24842     |
 LW3659|---------------------------------------------------------------------|
 LW3659
 LW3659                          SUPERSEDED SURVEY CONTROL
 LW3659
 LW3659  NAD 83(1996)-  41 48 18.71672(N)    071 49 12.35371(W) AD(       ) 1
 LW3659  NAD 83(1992)-  41 48 18.71622(N)    071 49 12.35330(W) AD(       ) 1
 LW3659  NAD 83(1992)-  41 48 18.71615(N)    071 49 12.35363(W) AD(       ) 1
 LW3659  NAD 83(1986)-  41 48 18.71718(N)    071 49 12.35277(W) AD(       ) 1
 LW3659  NAD 27      -  41 48 18.35919(N)    071 49 14.09231(W) AD(       ) 1
 LW3659
 LW3659.Superseded values are not recommended for survey control.
 LW3659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3659.See file dsdata.txt to determine how the superseded data were derived.
 LW3659
 LW3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6572531993(NAD 83)
 LW3659_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3659_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3659+STABILITY: SURFACE MOTION
 LW3659
 LW3659  HISTORY     - Date     Condition        Report By
 LW3659  HISTORY     - 1937     MONUMENTED       CTGS
 LW3659  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3659
 LW3659                          STATION DESCRIPTION
 LW3659
 LW3659'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3659'STATION IS ON STATE PROPERTY AT THE INTERSECTION OF TWO
 LW3659'FORKS.  IT IS ABOUT 1-1/2 MILES NORTHEAST OF SOUTH KILLINGLY.  25
 LW3659'FEET NORTHWEST OF THE CENTER LINE OF THE IMPROVED ROAD WHICH
 LW3659'RUNS FROM SOUTH KILLINGLY TO EAST KILLINGLY.  IT IS 30 FEET
 LW3659'NORTHEAST OF THE CENTER LINE OF GRAVEL ROAD (THE OTHER FORK
 LW3659'(WEST).  IT IS A STANDARD DISK SHIPPEE-1937 SET IN SQUARE
 LW3659'CONCRETE POST.
 LW3659'
 LW3659'TO REACH FROM THE SOUTH KILLINGLY CONGREGATIONAL CHURCH ON
 LW3659'ROUTE 6 GO EAST ON ROUTE 6 FOR 1.2 MILES TO A TAR CROSS ROAD.  TURN
 LW3659'LEFT (NORTH) ON THIS TAR ROAD AND GO 0.7 MILE TO Y, BEAR RIGHT
 LW3659'AND GO 0.4 MILE TO ANOTHER Y AND STATION.
 LW3659'
 LW3659'SURFACE, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LW3659'CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, 11A, AND 12A.
 LW3659'
 LW3659'REFERENCE MARK NO. 1 IS A STANDARD DISK SHIPPEE-1937-NO. 1 SET
 LW3659'IN ROCK OUTCROP, 3 FEET IN DIAMETER AND ABOUT 6 INCHES HIGH.  IT
 LW3659'IS 226.85 FEET SOUTH OF STATION IN OPEN FIELD, ABOUT 100 FEET
 LW3659'WEST OF STONE WALL.  REFERENCE MARK NO. 2 IS A STANDARD DISK
 LW3659'SHIPPEE-1937-NO.2 SET IN ROCK OUTCROP, 1 FOOT IN LENGTH, 1/2-FOOT
 LW3659'WIDE AND 3 INCHES HIGH, IN AN OPEN FIELD 222.70 FEET SOUTHWEST
 LW3659'OF STATION.  REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED
 LW3659'SHIPPEE-NO. 3-1937 SET IN CONCRETE MONUMENT, 10 FEET
 LW3659'NORTHWEST OF IMPROVED ROAD AND 95.30 FEET NORTH-NORTHEAST OF
 LW3659'STATION.
 LW3659'
 LW3659'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LW3659
 LW3659                          STATION RECOVERY (1973)
 LW3659
 LW3659'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3659'SHIPPEE 1937 EXCELLENT
 LW3659'
 LW3659'SHIPPEE NO. 1 - 1937 EXCELLENT
 LW3659'
 LW3659'SHIPPEE NO. 2 - 1937 DISK GONE - STEM REMAINS VISIBLE
 LW3659'
 LW3659'SHIPPEE NO. 3 - 1937 DISK GONE - HOLE REMAINS VISIBLE
 LW3659'
 LW3659'STATION IS 22.5 FEET NOTHWEST OF OLD ROAD CENTERLINE.  36 FEET
 LW3659'NORTHEAST OF COOMER HILL ROAD 1 CENTERLINE AND 30.5 FEET NORTH OF
 LW3659'15 IN MAPLE.  THE PROPERTY IS NOW OWNED BY KEN ST. MICHEL.
 LW3659'
 LW3659'RM 3 IS 52.0 FEET SOUTHWEST OF CL AND P 3656 AND 12 FEET NORTHWEST
 LW3659'OF OLD ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0490 ***********************************************************************
 LX0490  DESIGNATION -  SIGNAL
 LX0490  PID         -  LX0490
 LX0490  STATE/COUNTY-  CT/HARTFORD
 LX0490  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0490
 LX0490                         *CURRENT SURVEY CONTROL
 LX0490  ___________________________________________________________________
 LX0490* NAD 83(1986)-  41 46 38.     (N)    072 40 11.     (W)     SCALED    
 LX0490* NAVD 88     -         8.71   (+/-2cm)      28.6    (feet)  VERTCON   
 LX0490  ___________________________________________________________________
 LX0490  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX0490
 LX0490  VERT ORDER  -  ? (See Below)
 LX0490
 LX0490.The horizontal coordinates were scaled from a topographic map and have
 LX0490.an estimated accuracy of +/- 6 seconds.
 LX0490
 LX0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX0490.The vertical order pertains to the NGVD 29 superseded value.
 LX0490
 LX0490.The geoid height was determined by GEOID03.
 LX0490
 LX0490;                    North         East    Units  Estimated Accuracy
 LX0490;SPC CT       -   257,230.      311,480.      MT  (+/- 180 meters Scaled)
 LX0490
 LX0490                          SUPERSEDED SURVEY CONTROL
 LX0490
 LX0490  NGVD 29 (??/??/92)    8.958  (m)           29.39   (f) ADJ UNCH    ?  
 LX0490
 LX0490.Superseded values are not recommended for survey control.
 LX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0490.See file dsdata.txt to determine how the superseded data were derived.
 LX0490
 LX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM936276(NAD 83)
 LX0490_MARKER: B = BOLT
 LX0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0490_SP_SET: SIGNAL BASE
 LX0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0490
 LX0490  HISTORY     - Date     Condition        Report By
 LX0490  HISTORY     - UNK      MONUMENTED       CGS
 LX0490  HISTORY     - 1951     GOOD             NGS
 LX0490
 LX0490                          STATION DESCRIPTION
 LX0490
 LX0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0490'AT HARTFORD.
 LX0490'ABOUT 3/4 MILE NORTHEAST OF THE POST OFFICE AT HARTFORD, HARTFORD
 LX0490'COUNTY, IN THE YARDS OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0490'RAILROAD, ON THE BRANCH LEADING TO EAST HARTFORD, 6 RAILS
 LX0490'NORTHEAST OF A DIAMOND CROSSING, OPPOSITE A LOW SIGNAL LIGHT
 LX0490'BETWEEN THE TRACKS, NORTHWEST OF THE TRACKS, AND ON THE EASTERLY
 LX0490'CORNER OF THE BASE OF A SIGNAL MAST.  THE TOP OF THE NORTHEAST
 LX0490'ONE OF THE TWO HOLD-DOWN BOLTS NEAREST THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7615 ***********************************************************************
 LX7615  CBN         -  This is a Cooperative Base Network Control Station.
 LX7615  DESIGNATION -  SILVER
 LX7615  PID         -  LX7615
 LX7615  STATE/COUNTY-  CT/NEW HAVEN
 LX7615  USGS QUAD   -  MILFORD (1984)
 LX7615
 LX7615                         *CURRENT SURVEY CONTROL
 LX7615  ___________________________________________________________________
 LX7615* NAD 83(1996)-  41 11 53.67962(N)    073 03 59.48890(W)     ADJUSTED  
 LX7615* NAVD 88     -         1.9    (meters)       6.     (feet)  GPS OBS   
 LX7615  ___________________________________________________________________
 LX7615  X           -   1,399,829.526 (meters)                     COMP
 LX7615  Y           -  -4,597,722.180 (meters)                     COMP
 LX7615  Z           -   4,178,995.618 (meters)                     COMP
 LX7615  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LX7615  ELLIP HEIGHT-         -27.92  (meters)          (06/22/01) GPS OBS
 LX7615  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX7615
 LX7615  HORZ ORDER  -  A
 LX7615  ELLP ORDER  -  FOURTH    CLASS I
 LX7615
 LX7615.The horizontal coordinates were established by GPS observations
 LX7615.and adjusted by the National Geodetic Survey in June 2001..
 LX7615
 LX7615.The orthometric height was determined by GPS observations and a
 LX7615.high-resolution geoid model.
 LX7615
 LX7615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7615
 LX7615.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7615
 LX7615.The ellipsoidal height was determined by GPS observations
 LX7615.and is referenced to NAD 83.
 LX7615
 LX7615.The geoid height was determined by GEOID03.
 LX7615
 LX7615;                    North         East     Units Scale Factor Converg.
 LX7615;SPC CT       -   192,974.867   278,249.753   MT  1.00000018   -0 12 35.5
 LX7615;SPC CT       -   633,118.38    912,891.06   sFT  1.00000018   -0 12 35.5
 LX7615;UTM  18      - 4,562,566.581   662,124.175   MT  0.99992349   +1 16 25.7
 LX7615
 LX7615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7615!SPC CT       -   1.00000438  x   1.00000018  =   1.00000456
 LX7615!UTM  18      -   1.00000438  x   0.99992349  =   0.99992787
 LX7615
 LX7615|---------------------------------------------------------------------|
 LX7615| PID    Reference Object                     Distance      Geod. Az  |
 LX7615|                                                           dddmmss.s |
 LX7615| LX7616 SILVER RM 3                         237.919 METERS 02722     |
 LX7615| CR9721 SILVER RM 1                          13.689 METERS 08449     |
 LX7615| CR9722 SILVER RM 2                          16.489 METERS 18110     |
 LX7615|---------------------------------------------------------------------|
 LX7615
 LX7615                          SUPERSEDED SURVEY CONTROL
 LX7615
 LX7615  NAD 83(1996)-  41 11 53.68097(N)    073 03 59.49151(W) AD(       ) 1
 LX7615  NAD 83(1992)-  41 11 53.67990(N)    073 03 59.49107(W) AD(       ) 1
 LX7615  NAD 83(1986)-  41 11 53.68352(N)    073 03 59.49642(W) AD(       ) 1
 LX7615  NAD 83(1986)-  41 11 53.68390(N)    073 03 59.49610(W) AD(       ) 1
 LX7615  NGVD 29 (01/16/90)    0.9    (m)            3.     (f) VERT ANG       
 LX7615
 LX7615.Superseded values are not recommended for survey control.
 LX7615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7615.See file dsdata.txt to determine how the superseded data were derived.
 LX7615
 LX7615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6212462567(NAD 83)
 LX7615_MARKER: DD = SURVEY DISK
 LX7615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7615_STAMPING: SILVER 1982
 LX7615_MARK LOGO: NGS   
 LX7615_PROJECTION: FLUSH
 LX7615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX7615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7615+STABILITY: SURFACE MOTION
 LX7615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7615+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX7615
 LX7615  HISTORY     - Date     Condition        Report By
 LX7615  HISTORY     - 19820825 MONUMENTED       NGS
 LX7615  HISTORY     - 1991     GOOD             USPSQD
 LX7615  HISTORY     - 20001121 GOOD             CTGS
 LX7615  HISTORY     - 20010716 GOOD             CTGS
 LX7615  HISTORY     - 20030424 GOOD             CTGS
 LX7615  HISTORY     - 20050410 GOOD             CTGS
 LX7615
 LX7615                          STATION DESCRIPTION
 LX7615
 LX7615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7615'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) SOUTH OF
 LX7615'MILFORD, 2.6 KM (1.6 MI) WEST-SOUTHWEST OF WEICHES
 LX7615'PT., 1.3 KM (0.8 MI) NORTHWEST OF CHARLES ISLAND AND
 LX7615'JUST SOUTHWEST OF SILVER BEACH COMMUNITY.
 LX7615'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX7615'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF OF
 LX7615'BOUNDARY AND GEODETIC SURVEY, 24 WOLCOTTE HILL ROAD,
 LX7615'WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7615'
 LX7615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 LX7615'162 (BROAD STREET) AND SEASIDE AVENUE (NOT MARKED) BUT
 LX7615'IS THE FIRST ROAD EAST OF THE MILFORD HOSPITAL IN
 LX7615'MILFORD.  GO SOUTH ON THE PAVED ROAD FOR 1.2 KM
 LX7615'(0.75 MI) TO A CROSS STREET AT A TRAFFIC LIGHT.  TURN
 LX7615'RIGHT GOING SOUTHWEST ON EAST BROADWAY STREET FOR
 LX7615'1.4 KM (0.85 MI) TO A BARRICADE WHERE THE PAVED ROAD
 LX7615'TURNS RIGHT.  CONTINUE AHEAD AROUND THE BARRICADE
 LX7615'ON A SAND ROAD AND THEN ON A PAVED ROAD FOR ABOUT
 LX7615'19.8 METERS (65 FT) TO REFERENCE MARK 3 IN THE END
 LX7615'OF MEDIAN.  CONTINUE SOUTHWEST ON THE PAVED ROAD
 LX7615'FOR 0.2 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 LX7615'
 LX7615'THE STATION IS A STANDARD NGS DISK
 LX7615'STAMPED---SILVER 1982---,
 LX7615'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7615'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 LX7615'15.67 METERS (51.4 FT) NORTH FROM A LIGHT POLE,
 LX7615'6.10 METERS (20.0 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 LX7615'THE PAVED ROAD,
 LX7615'3.20 METERS (10.5 FT) NORTHEAST FROM THE NORTH CORNER OF A
 LX7615'CONCRETE STORM DRAIN AND
 LX7615'1.71 METERS (5.6 FT) SOUTHEAST FROM A WITNESS POST.
 LX7615'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7615'STAMPED---SILVER 1982---,
 LX7615'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7615'
 LX7615'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7615'STAMPED---SILVER NO 1 1982---,
 LX7615'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7615'FLUSH WITH GROUND.  IT IS LOCATED
 LX7615'10.91 METERS (35.8 FT) NORTHWEST FROM A CONCRETE CURB BY SIDEWALK,
 LX7615'4.27 METERS (14.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 LX7615'PAVED ROAD, WEST BOUND LANE,
 LX7615'0.30 METER (1.0 FT) NORTHEAST FROM A WITNESS POST AND IN MEDIAN.
 LX7615'MARK IS LEVEL WITH STATION.
 LX7615'
 LX7615'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7615'STAMPED---SILVER NO 2 1982---,
 LX7615'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7615'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7615'10.97 METERS (36.0 FT) NORTHWEST FROM A CONCRETE CURB BY SIDEWALK,
 LX7615'11.13 METERS (36.5 FT) SOUTH FROM THE SOUTH CORNER OF THE CONCRETE
 LX7615'STORM DRAIN,
 LX7615'3.66 METERS (12.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7615'THE WEST BOUND LANE,
 LX7615'1.89 METERS (6.2 FT) WEST FROM A LIGHT POLE AND
 LX7615'0.30 METER (1.0 FT) NORTHWEST FROM A WITNESS POST.
 LX7615'MARK IS LEVEL WITH STATION.
 LX7615'
 LX7615'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7615'STAMPED---SILVER NO 3 1982---,
 LX7615'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7615'FLUSH WITH GROUND.  IT IS LOCATED
 LX7615'16.76 METERS (55.0 FT) SOUTHWEST FROM A BARRICADE,
 LX7615'5.18 METERS (17.0 FT) WEST-SOUTHWEST FROM A POWER POLE NUMBER 480,
 LX7615'1.95 METERS (6.4 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7615'PAVED ROAD, WEST BOUND LANE,
 LX7615'0.30 METER (1.0 FT) NORTHWEST FROM A WITNESS POST.
 LX7615'MARK IS 0.3 METER ABOVE THE STATION.
 LX7615'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7615'
 LX7615'DESCRIBED BY J.N. LEONHARDT AND CHECKED BY E.D. WEGNER.
 LX7615
 LX7615                          STATION RECOVERY (1991)
 LX7615
 LX7615'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7615'RECOVERED IN GOOD CONDITION.
 LX7615
 LX7615                          STATION RECOVERY (2000)
 LX7615
 LX7615'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX7615'THE STATION MARK IS A STANDARD NGS TRIANGULATION BRASS DISK,
 LX7615'STAMPED SILVER 1982, SET INTO THE TOP OF A 12 IN. DIAMETER CONCRETE
 LX7615'MONUMENT WHICH IS RECESSED 1 IN. BELOW THE SURFACE OF THE
 LX7615'GROUND. THE UNDERGROUND MARK IS A STANDARD NGS DISK, STAMPED
 LX7615'SILVER 1982, SET INTO AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 LX7615'42 IN. BELOW THE GROUND.
 LX7615'TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 1
 LX7615'(BOSTON POST ROAD) AND CT ROUTE 162 (BRIDGEPORT AVENUE), PROCEED
 LX7615'EAST ON CT ROUTE 162 FOR ABOUT 0.75 MI. TO CT ROUTE 737 (SEASIDE
 LX7615'AVENUE). TURN RIGHT ONTO CT ROUTE 737 AND PROCEED SOUTH THEN
 LX7615'SOUTHWEST FOR ABOUT 1.6 MI. (STREET NAME CHANGES TO EAST
 LX7615'BROADWAY) TO A BARRICADE WHERE THE PAVEMENT TURNS RIGHT.
 LX7615'CONTINUE STRAIGHT AHEAD PAST THE BARRICADE ON A SAND ROAD AND
 LX7615'THEN ON A PAVED ROAD FOR 0.16 MI. TO THE STATION ON THE RIGHT
 LX7615'(NORTHWEST).
 LX7615'THE STATION IS LOCATED 106.5 FT. NORTHWEST OF THE
 LX7615'SOUTHWEST MOST CORNER OF THE BOARDWALK, 85.5 FT. W/SOUTHWEST
 LX7615'OF THE WESTERN FACE OF THE N/SOUTH WALK, 1.5 FT. SOUTHEAST OF A
 LX7615'WITNESS POST, 95.5 FT. WEST OF THE NORTHWEST CORNER OF A WOODEN
 LX7615'BOARDWALK, AND ABOUT 41 FT. SOUTHEAST OF THE EDGE OF A SALT
 LX7615'MARSH.
 LX7615'RM 1 IS EAST OF STATION, A STANDARD NGS DISK STAMPED SILVER NO1
 LX7615'1982, SET INTO THE TOP OF A 12 IN. DIAMETER CONCRETE MONUMENT
 LX7615'WHICH IS FLUSH WITH THE GROUND. IT IS LOCATED IN A MEDIAN, 35.8 FT.
 LX7615'NORTHWEST OF A CONCRETE CURB BY A SIDEWALK, 14.0 FT. SOUTHEAST OF
 LX7615'THE CENTERLINE OF THE PAVED ROAD (WESTBOUND), AND 1.0 FT.
 LX7615'NORTHEAST OF A WITNESS POST.
 LX7615'RM 2 IS SOUTH OF STATION, A STANDARD NGS DISK STAMPED SILVER NO2
 LX7615'1982, SET INTO THE TOP OF A 12 IN. DIAMETER CONCRETE MONUMENT
 LX7615'WHICH PROTRUDES 1 IN. ABOVE THE GROUND. IT IS LOCATED 36.0 FT.
 LX7615'NORTHWEST OF A CONCRETE CURB BY A SIDEWALK, 36.5 FT. SOUTH OF THE
 LX7615'SOUTH CORNER OF A CONCRETE STORM DRAIN, 12.0 FT. SOUTHEAST OF THE
 LX7615'CENTERLINE OF THE PAVED ROAD (WESTBOUND), 6.2 FT. WEST OF A LIGHT
 LX7615'POLE, AND 1.0 FT. NORTHWEST OF A WITNESS POST.
 LX7615'RM 3 IS NORTHEAST OF STATION, A STANDARD NGS DISK STAMPED SILVER
 LX7615'NO3 1982, SET INTO THE TOP OF A 12 IN. DIAMETER CONCRETE MONUMENT
 LX7615'WHICH IS FLUSH WITH THE GROUND. IT IS LOCATED 55.0 FT. SOUTHWEST OF
 LX7615'A BARRICADE, 17.0 FT. SOUTHWEST OF SNET NUMBER 1480, 6.4 FT.
 LX7615'SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD (WESTBOUND), AND
 LX7615'1.0 FT. NORTHWEST OF A WITNESS POST.
 LX7615'RMS 1 AND 2 NOT FOUND, RM 3 FOUND IN GOOD CONDITION. REGRADING OF
 LX7615'THE SAND IN THE AREA IS SCHEDULED. SINCE STATION SILVER IS NOW 1 FT.
 LX7615'BELOW GRADE, THE NEW GRADE SHOULD BE FLUSH WITH THE MONUMENT.
 LX7615'THE CONTRACTOR,  MR.KEN HUFF (203) 876-2989, STATES THE MONUMENT
 LX7615'WILL NOT BE DISTURBED AND IF NECESSARY, THE GRADE WOULD BE BUILT
 LX7615'UP BY HAND -5/4/98 CTGS
 LX7615'CONSTRUCTION IS NOW COMPLETED AND MONUMENT WAS FOUND IN GOOD
 LX7615'CONDITION. 3/16/00 CTGS/DMC
 LX7615' 
 LX7615' 
 LX7615'
 LX7615
 LX7615                          STATION RECOVERY (2001)
 LX7615
 LX7615'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB)
 LX7615'RECOVERED AS DESCRIBED.
 LX7615'
 LX7615
 LX7615                          STATION RECOVERY (2003)
 LX7615
 LX7615'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX7615'THE STATION MARK IS A STANDARD NGS TRIANGULATION BRASS DISK,  STAMPED
 LX7615'SILVER 1982, SET INTO THE TOP OF A 12 IN. DIAMETER CONCRETE  MONUMENT
 LX7615'WHICH IS RECESSED 1 IN. BELOW THE SURFACE OF THE  GROUND. THE
 LX7615'UNDERGROUND MARK IS A STANDARD NGS DISK, STAMPED  SILVER 1982, SET
 LX7615'INTO AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT  42 IN. BELOW THE
 LX7615'GROUND. TO REACH THE STATION FROM THE INTERSECTION OF US ROUTE 1
 LX7615'(BOSTON POST ROAD) AND CT ROUTE 162 (BRIDGEPORT AVENUE), PROCEED  EAST
 LX7615'ON CT ROUTE 162 FOR ABOUT 0.75 MI. TO CT ROUTE 737 (SEASIDE  AVENUE).
 LX7615'TURN RIGHT ONTO CT ROUTE 737 AND PROCEED SOUTH THEN  SOUTHWEST FOR
 LX7615'ABOUT 1.6 MI. (STREET NAME CHANGES TO EAST  BROADWAY) TO A BARRICADE
 LX7615'WHERE THE PAVEMENT TURNS RIGHT.  CONTINUE STRAIGHT AHEAD PAST THE
 LX7615'BARRICADE ON A SAND ROAD AND  THEN ON A PAVED ROAD FOR 0.16 MI. TO THE
 LX7615'STATION ON THE RIGHT  (NORTHWEST). THE STATION IS LOCATED 106.5 FT.
 LX7615'NORTHWEST OF THE  SOUTHWEST MOST CORNER OF THE BOARDWALK, 85.5 FT.
 LX7615'W/SOUTHWEST  OF THE WESTERN FACE OF THE N/SOUTH WALK, 1.5 FT.
 LX7615'SOUTHEAST OF A  WITNESS POST, 95.5 FT. WEST OF THE NORTHWEST CORNER OF
 LX7615'A WOODEN  BOARDWALK, AND ABOUT 41 FT. SOUTHEAST OF THE EDGE OF A SALT
 LX7615'MARSH. RM 1 EAST OF STATION A STANDARD NGS DISK, STAMPED SILVER NO1
 LX7615'1982, SET INTO THE TOP OF A 12 IN. DIAMETER CONCRETE MONUMENT  WHICH
 LX7615'IS FLUSH WITH THE GROUND. IT IS LOCATED IN A MEDIAN, 35.8 FT.
 LX7615'NORTHWEST OF A CONCRETE CURB BY A SIDEWALK, 14.0 FT. SOUTHEAST OF  THE
 LX7615'CENTERLINE OF THE PAVED ROAD (WESTBOUND), AND 1.0 FT.  NORTHEAST OF A
 LX7615'WITNESS POST. RM 2 SOUTH OF STATION A STANDARD NGS DISK, STAMPED
 LX7615'SILVER NO2  1982, SET INTO THE TOP OF A 12 IN. DIAMETER CONCRETE
 LX7615'MONUMENT  WHICH PROTRUDES 1 IN. ABOVE THE GROUND. IT IS LOCATED 36.0
 LX7615'FT.  NORTHWEST OF A CONCRETE CURB BY A SIDEWALK, 36.5 FT. SOUTH OF THE
 LX7615'SOUTH CORNER OF A CONCRETE STORM DRAIN, 12.0 FT. SOUTHEAST OF THE
 LX7615'CENTERLINE OF THE PAVED ROAD (WESTBOUND), 6.2 FT. WEST OF A LIGHT
 LX7615'POLE, AND 1.0 FT. NORTHWEST OF A WITNESS POST. RM 3 NORTHEAST OF
 LX7615'STATION A STANDARD NGS DISK, STAMPED SILVER  NO3 1982, SET INTO THE
 LX7615'TOP OF A 12 IN. DIAMETER CONCRETE MONUMENT  WHICH IS FLUSH WITH THE
 LX7615'GROUND. IT IS LOCATED 55.0 FT. SOUTHWEST OF  A BARRICADE, 17.0 FT.
 LX7615'SOUTHWEST OF SNET 1480, 6.4 FT. SOUTHEAST OF  THE CENTERLINE OF THE
 LX7615'PAVED ROAD (WESTBOUND), AND 1.0 FT.  NORTHWEST OF A WITNESS POST.
 LX7615
 LX7615                          STATION RECOVERY (2005)
 LX7615
 LX7615'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX7615'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7616 ***********************************************************************
 LX7616  DESIGNATION -  SILVER RM 3
 LX7616  PID         -  LX7616
 LX7616  STATE/COUNTY-  CT/NEW HAVEN
 LX7616  USGS QUAD   -  MILFORD (1984)
 LX7616
 LX7616                         *CURRENT SURVEY CONTROL
 LX7616  ___________________________________________________________________
 LX7616* NAD 83(1996)-  41 12 00.52921(N)    073 03 54.79625(W)     ADJUSTED  
 LX7616* NAVD 88     -         0.9    (meters)       3.     (feet)  VERTCON   
 LX7616  ___________________________________________________________________
 LX7616  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LX7616  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX7616
 LX7616  HORZ ORDER  -  SECOND
 LX7616
 LX7616.The horizontal coordinates were established by classical geodetic methods
 LX7616.and adjusted by the National Geodetic Survey in August 1998..
 LX7616
 LX7616.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7616
 LX7616.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7616
 LX7616.The geoid height was determined by GEOID03.
 LX7616
 LX7616;                    North         East     Units Scale Factor Converg.
 LX7616;SPC CT       -   193,185.771   278,359.865   MT  0.99999999   -0 12 32.4
 LX7616;SPC CT       -   633,810.32    913,252.32   sFT  0.99999999   -0 12 32.4
 LX7616;UTM  18      - 4,562,780.249   662,228.782   MT  0.99992391   +1 16 28.9
 LX7616
 LX7616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7616!SPC CT       -   1.00000454  x   0.99999999  =   1.00000453
 LX7616!UTM  18      -   1.00000454  x   0.99992391  =   0.99992845
 LX7616
 LX7616                          SUPERSEDED SURVEY CONTROL
 LX7616
 LX7616  NAD 83(1992)-  41 12 00.52814(N)    073 03 54.79582(W) AD(       ) 2
 LX7616  NAD 83(1986)-  41 12 00.53176(N)    073 03 54.80115(W) AD(       ) 2
 LX7616  NAD 83(1986)-  41 12 00.53215(N)    073 03 54.80085(W) AD(       ) 2
 LX7616  NGVD 29 (01/16/90)    1.3    (m)            4.     (f) VERT ANG       
 LX7616
 LX7616.Superseded values are not recommended for survey control.
 LX7616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7616.See file dsdata.txt to determine how the superseded data were derived.
 LX7616
 LX7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6222962780(NAD 83)
 LX7616_MARKER: DR = REFERENCE MARK DISK
 LX7616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7616+STABILITY: SURFACE MOTION
 LX7616
 LX7616  HISTORY     - Date     Condition        Report By
 LX7616  HISTORY     - 1982     MONUMENTED       NGS
 LX7616  HISTORY     - 1991     GOOD             USPSQD
 LX7616
 LX7616                          STATION DESCRIPTION
 LX7616
 LX7616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7616'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) SOUTH OF
 LX7616'MILFORD, 2.6 KM (1.6 MI) WEST-SOUTHWEST OF WEICHES
 LX7616'PT., 1.3 KM (0.8 MI) NORTHWEST OF CHARLES ISLAND
 LX7616'AND JUST SOUTHWEST OF SILVER BEACH COMMUNITY.
 LX7616'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF
 LX7616'TRANSPORTATION, MR EDWARD J SULLIVAN, CHIEF OF
 LX7616'BOUNDARY AND GEODETIC SURVEY, 24 WOLCOTTE HILL
 LX7616'ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7616'
 LX7616'TO REACH THE STATION FROM THE JUNCTION OF STATE
 LX7616'HIGHWAY 162 (BROAD STREET) AND SEASIDE AVENUE
 LX7616'(NOT MARKED) BUT IS THE FIRST ROAD EAST OF THE
 LX7616'MILFORD HOSPITAL IN MILFORD, GO SOUTH ON THE PAVED
 LX7616'ROAD FOR 1.2 KM (0.75 MI) TO A CROSS STREET AT A
 LX7616'TRAFFIC LIGHT.  TURN RIGHT GOING SOUTHWEST ON EAST
 LX7616'BROADWAY STREET FOR 1.4 KM (0.85 MI) TO A BARRICADE
 LX7616'WHERE THE PAVED ROAD TURNS RIGHT.  CONTINUE AHEAD
 LX7616'AROUND THE BARRICADE ON A SAND ROAD AND THEN ON A PAVED
 LX7616'ROAD FOR ABOUT 19.8 METERS (65 FT) TO THE STATION IN
 LX7616'THE END OF A MEDIAN.
 LX7616'
 LX7616'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7616'STAMPED---SILVER NO 3 1982---,
 LX7616'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7616'FLUSH WITH GROUND.  IT IS LOCATED
 LX7616'16.76 METERS (55.0 FT) SOUTHWEST FROM A ROAD BARRICADE,
 LX7616'5.18 METERS (17.0 FT) WEST-SOUTHWEST FROM A POWER POLE NUMBER 480,
 LX7616'1.95 METERS (6.4 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7616'PAVED ROAD, WESTBOUND LANE AND
 LX7616'0.30 METER (1.0 FT) NORTHWEST FROM A WITNESS POST.
 LX7616'
 LX7616'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7616'
 LX7616'DESCRIBED BY J.N. LEONHARDT AND CHECKED BY E.D. WEGNER.
 LX7616
 LX7616                          STATION RECOVERY (1991)
 LX7616
 LX7616'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6196 ***********************************************************************
 LX6196  DESIGNATION -  SIMON
 LX6196  PID         -  LX6196
 LX6196  STATE/COUNTY-  CT/NEW HAVEN
 LX6196  USGS QUAD   -  CLINTON (1984)
 LX6196
 LX6196                         *CURRENT SURVEY CONTROL
 LX6196  ___________________________________________________________________
 LX6196* NAD 83(1996)-  41 16 08.90584(N)    072 34 23.28019(W)     ADJUSTED  
 LX6196* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX6196  ___________________________________________________________________
 LX6196  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 LX6196  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX6196
 LX6196  HORZ ORDER  -  THIRD
 LX6196
 LX6196.The horizontal coordinates were established by classical geodetic methods
 LX6196.and adjusted by the National Geodetic Survey in August 1998..
 LX6196
 LX6196.The orthometric height was scaled from a topographic map.
 LX6196
 LX6196.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6196
 LX6196.The geoid height was determined by GEOID03.
 LX6196
 LX6196;                    North         East     Units Scale Factor Converg.
 LX6196;SPC CT       -   200,814.998   319,620.516   MT  0.99999374   +0 07 02.2
 LX6196;SPC CT       -   658,840.54  1,048,621.64   sFT  0.99999374   +0 07 02.2
 LX6196;SPC NY L     -   123,403.358   419,557.320   MT  1.00002160   +0 55 59.8
 LX6196;SPC NY L     -   404,865.85  1,376,497.64   sFT  1.00002160   +0 55 59.8
 LX6196;UTM  18      - 4,571,475.466   703,278.704   MT  1.00010858   +1 36 04.7
 LX6196
 LX6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6196!SPC CT       -   1.00000448  x   0.99999374  =   0.99999822
 LX6196!SPC NY L     -   1.00000448  x   1.00002160  =   1.00002608
 LX6196!UTM  18      -   1.00000448  x   1.00010858  =   1.00011306
 LX6196
 LX6196                          SUPERSEDED SURVEY CONTROL
 LX6196
 LX6196  NAD 83(1992)-  41 16 08.90494(N)    072 34 23.27997(W) AD(       ) 3
 LX6196  NAD 83(1986)-  41 16 08.90711(N)    072 34 23.28318(W) AD(       ) 3
 LX6196  NAD 27      -  41 16 08.55700(N)    072 34 24.95300(W) AD(       ) 3
 LX6196
 LX6196.Superseded values are not recommended for survey control.
 LX6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6196.See file dsdata.txt to determine how the superseded data were derived.
 LX6196
 LX6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0327971475(NAD 83)
 LX6196
 LX6196  HISTORY     - Date     Condition        Report By
 LX6196  HISTORY     - 1934     MONUMENTED       CGS
 LX6196  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6196
 LX6196                          STATION DESCRIPTION
 LX6196
 LX6196'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6196'THE STATION IS ON THE MASONRY SEA WALL MARKING THE SHORE LINE
 LX6196'AT WEBSTER POINT.  IT LIES BETWEEN THE SHORE ENDS OF WEBSTER
 LX6196'POINT ROAD AND THE FIRST PRIVATE ROAD EASTERLY OF NEPTUNE
 LX6196'AVENUE.  THE SEA WALL IS IN FRONT OF THE PROPERTY OF JOHN
 LX6196'W. SIMONDS.  TO THE NW OF THE STATION THE SEA WALL BENDS SHARPLY
 LX6196'TO THE NORTHWARD AND JOINS THE UNPROTECTED SHORE AT THE FOOT OF
 LX6196'THE PRIVATE ROAD.  THE BEND BEARS NW (MAGNETIC) AND IS 43.33
 LX6196'METERS DISTANT.  TO THE SOUTHEASTWARD THE SEA WALL TAKES
 LX6196'ANOTHER SHARP BEND AND JOINS A CONCRETE WALL.  FROM THIS POINT
 LX6196'A SHORT TIMBER JETTY RUNS OUT TO LOW WATER.  JOINT BETWEEN THE
 LX6196'WALLS BEARS SE (MAGNETIC) AND IS 55.45 METERS DISTANT.
 LX6196'STATION IS 0.5 METERS INSIDE FACE OF THE SEA WALL.  STATION
 LX6196'WAS MARKED BY A STANDARD HYDROGRAPHIC STATION MARK SET IN A
 LX6196'DRILL HOLE IN THE SEA WALL.  NO REFERENCE MARKS WERE ESTABLISHED.
 LX6196
 LX6196                          STATION RECOVERY (1961)
 LX6196
 LX6196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6196'STATION COULD NOT BE FOUND.  A NEW SEAWALL HAS BEEN BUILT IN
 LX6196'THE AREA OF THE STATION.  THIS STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6812 ***********************************************************************
 LX6812  DESIGNATION -  SIMPSON
 LX6812  PID         -  LX6812
 LX6812  STATE/COUNTY-  CT/MIDDLESEX
 LX6812  USGS QUAD   -  GLASTONBURY (1992)
 LX6812
 LX6812                         *CURRENT SURVEY CONTROL
 LX6812  ___________________________________________________________________
 LX6812* NAD 83(1996)-  41 37 57.95272(N)    072 36 46.10604(W)     ADJUSTED  
 LX6812* NAVD 88     -        87.8    (meters)     288.     (feet)  VERTCON   
 LX6812  ___________________________________________________________________
 LX6812  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LX6812  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6812
 LX6812  HORZ ORDER  -  THIRD
 LX6812
 LX6812.The horizontal coordinates were established by classical geodetic methods
 LX6812.and adjusted by the National Geodetic Survey in August 1998..
 LX6812
 LX6812.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6812
 LX6812.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6812
 LX6812.The geoid height was determined by GEOID03.
 LX6812
 LX6812;                    North         East     Units Scale Factor Converg.
 LX6812;SPC CT       -   241,193.388   316,232.073   MT  0.99998463   +0 05 27.5
 LX6812;SPC CT       -   791,315.31  1,037,504.73   sFT  0.99998463   +0 05 27.5
 LX6812;UTM  18      - 4,611,756.611   698,841.117   MT  1.00008657   +1 35 11.3
 LX6812
 LX6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6812!SPC CT       -   0.99999086  x   0.99998463  =   0.99997549
 LX6812!UTM  18      -   0.99999086  x   1.00008657  =   1.00007743
 LX6812
 LX6812:                Primary Azimuth Mark                     Grid Az
 LX6812:SPC CT       -  GLASTONBURY FIRST CONG CH                002 23 25.8
 LX6812:UTM  18      -  GLASTONBURY FIRST CONG CH                000 53 42.0
 LX6812
 LX6812|---------------------------------------------------------------------|
 LX6812| PID    Reference Object                     Distance      Geod. Az  |
 LX6812|                                                           dddmmss.s |
 LX6812| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 8.5 KM 0022853.3 |
 LX6812| LX6893 PINE HILL                           APPROX. 6.8 KM 1111319.2 |
 LX6812| LX6974 MIDDLETOWN WESLEYAN CHAPEL          APPROX. 9.3 KM 2024912.7 |
 LX6812| LX6968 CROMWELL CONG CH TOWER              APPROX. 4.8 KM 2143759.2 |
 LX6812| LX6642 HARTFORD ASYLUM AVE CONG CH         APPROX.16.6 KM 3364122.5 |
 LX6812| LX7017 WETHERSFIELD FLAGSTAFF              APPROX. 9.5 KM 3393321.2 |
 LX6812| LX6653 HARTFORD SOUTH CONG CH SPIRE        APPROX.15.0 KM 3394217.6 |
 LX6812| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 9.5 KM 3394710.6 |
 LX6812| LX6654 HARTFORD SOUTH BAP CH SPIRE         APPROX.15.2 KM 3401033.2 |
 LX6812| LX6657 HARTFORD CENTER CONG CH SPIRE       APPROX.15.5 KM 3404741.5 |
 LX6812| LX6661 HARTFORD OLD ST HOUSE CUPOLA        APPROX.15.6 KM 3412448.5 |
 LX6812| LX6651 HARTFORD ARSENAL FLAGSTAFF          APPROX.17.3 KM 3422422.0 |
 LX6812| LX6652 HARTFORD WINDSOR AVE CONG CH        APPROX.17.4 KM 3423428.3 |
 LX6812|---------------------------------------------------------------------|
 LX6812
 LX6812                          SUPERSEDED SURVEY CONTROL
 LX6812
 LX6812  NAD 83(1996)-  41 37 57.95225(N)    072 36 46.10638(W) AD(       ) 3
 LX6812  NAD 83(1992)-  41 37 57.95213(N)    072 36 46.10606(W) AD(       ) 3
 LX6812  NAD 83(1992)-  41 37 57.95420(N)    072 36 46.10823(W) AD(       ) 3
 LX6812  NAD 83(1986)-  41 37 57.95407(N)    072 36 46.10782(W) AD(       ) 3
 LX6812  NAD 27      -  41 37 57.59278(N)    072 36 47.79239(W) AD(       ) 3
 LX6812  NGVD 29 (07/19/86)   88.1    (m)          289.     (f) VERT ANG       
 LX6812
 LX6812.Superseded values are not recommended for survey control.
 LX6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6812.See file dsdata.txt to determine how the superseded data were derived.
 LX6812
 LX6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9884111757(NAD 83)
 LX6812
 LX6812  HISTORY     - Date     Condition        Report By
 LX6812  HISTORY     - 1875     MONUMENTED       CGS
 LX6812  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6812
 LX6812                          STATION DESCRIPTION
 LX6812
 LX6812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6812'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LX6812'IN GOOD CONDITION AS DESCRIBED IN 1935 WITH THE FOLLOWING
 LX6812'EXCEPTIONS.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2 WERE
 LX6812'SMALLER BY 3.82 MINUTES AND 1.83 MINUTES RESPECTIVELY.  THE
 LX6812'DISTANCE TO REFERENCE MARK 2 COMPARED FAVORABLY WITH THE 1935
 LX6812'DATA.  THE DISTANCE TO REFERENCE MARK 1 WAS LONGER BY 0.009
 LX6812'METER.  THE DIRECTION BETWEEN THE REFERENCE MARKS WAS LARGER BY
 LX6812'1.99 MINUTES.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS
 LX6812'SHORTER BY 0.005 METER.  A NEW AND COMPLETE DESCRIPTION
 LX6812'FOLLOWS.
 LX6812'
 LX6812'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF
 LX6812'PORTLAND, 3 MILES SOUTH-SOUTHWEST OF SOUTH GLASTONBURY, 1 MILE
 LX6812'EAST OF THE CONNECTICUT RIVER AND 1/4 MILE SOUTH
 LX6812'OF THE HARTFORD-MIDDLESEX COUNTY LINE.  IT IS ON PROPERTY
 LX6812'OWNED BY MR. LOUIS VARNI, WHOSE ADDRESS IS 496 FOOTE ROAD,
 LX6812'SOUTH GLASTONBURY, CONNECTICUT.  TELEPHONE NUMBER 633-2150.
 LX6812'MR. BERNARD FRANK OF 77 MAINE STREET, SOUTH GLASTONBURY,
 LX6812'CONNECTICUT, TELEPHONE NUMBER 633-9702, WILL ALSO HAVE TO BE
 LX6812'CONTACTED AS YOU MUST CROSS HIS PROPERTY TO REACH THE
 LX6812'STATION.
 LX6812'
 LX6812'TO REACH THE STATION FROM THE POST OFFICE IN PORTLAND, GO
 LX6812'NORTHEAST ON STATE HIGHWAY 17A FOR 2.6 MILES TO THE JUNCTION
 LX6812'OF STATE HIGHWAY 17.  TURN LEFT AND GO NORTH ON STATE HIGHWAY
 LX6812'17 FOR 2.4 MILES TO THE PORTLAND-GLASTONBURY TOWN LINE,
 LX6812'(HARTFORD-MIDDLESEX COUNTY LINE), CONTINUE NORTH ON STATE
 LX6812'HIGHWAY 17 FOR 0.3 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 LX6812'SHARP LEFT AND GO SOUTHWEST AND THEN WEST ON A PAVED ROAD FOR
 LX6812'0.4 MILE TO TOBACCO BARN CCC 6 ON THE LEFT AND A TRACK ROAD
 LX6812'LEADING SOUTH.  TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR
 LX6812'0.2 MILE (PASSING THROUGH A TOBACCO FIELD) TO THE EDGE OF
 LX6812'THE WOODS, CONTINE SOUTHERLY ON THE TRACK ROAD FOR 0.2 MILE
 LX6812'(PASSING THROUGH THE WOODS) TO AN APPLE ORCHARD AND A
 LX6812'TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON A DIM
 LX6812'TRACK ROAD FOR 0.1 MILE TO THE EDGE OF THE WOODS, CONTINUE
 LX6812'SOUTH ON THE TRACK ROAD FOR 0.05 MILE (PASSING THROUGH THE
 LX6812'WOODS) TO THE TOP OF THE HILL AND THE STATION AS
 LX6812'DESCRIBED.
 LX6812'
 LX6812'THE STATION MARKS ARE STANDARD DISKS
 LX6812'STAMPED---SIMPSON 1875 1935---.  THE SURFACE DISK IS SET IN THE
 LX6812'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LX6812'INCHES ABOVE THE GROUND SURFACE AND HAS A METAL ROD DRIVEN
 LX6812'NEXT TO THE MONUMENT.  IT IS 64 FEET NORTHWEST OF A DOUBLE
 LX6812'15-INCH OAK TREE, 24.4 FEET SOUTHEAST OF A 12-INCH OAK TREE AND
 LX6812'15.0 FEET NORTH-NORTHEAST OF AN 8-INCH OAK TREE.  THE
 LX6812'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX6812'CONCRETE, 30 INCHES BELOW THE GROUND SURFACE.
 LX6812'
 LX6812'REFERENCE MARK 1, STAMPED---SIMPSON NO 1 1875 1935---, IS SET
 LX6812'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS
 LX6812'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET
 LX6812'WEST-SOUTHWEST OF A 15-INCH DOUBLE OAK TREE, 7.0 FEET
 LX6812'EAST-NORTHEAST OF A 6-INCH OAK TREE AND 3.9 FEET NORTHWEST OF
 LX6812'A 4-INCH OAK TREE.
 LX6812'
 LX6812'REFERENCE MARK 2, STAMPED---SIMPSON NO 2 1875 1935---,IS SET
 LX6812'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS
 LX6812'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 10.9 FEET
 LX6812'SOUTHWEST OF A 10-INCH OAK TREE, 7.5 FEET NORTH OF A 6-INCH
 LX6812'OAK TREE AND 5.0 FEET EAST OF A 10-INCH OAK TREE.
 LX6812'
 LX6812'THERE WAS NO SUITABLE LOCATION TO ESTABLISH AN AZIMUTH MARK AS
 LX6812'THE PROPERTY OWNER DID NOT WANT ANY MORE TREES CUT THAN
 LX6812'ABSOLUTELY NECESSARY.
 LX6812'
 LX6812'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.3 METERS.
 LX6812'
 LX6812'DESCRIBED BY G.M. RIVERS III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6783 ***********************************************************************
 LX6783  DESIGNATION -  SIMPSON RESET
 LX6783  PID         -  LX6783
 LX6783  STATE/COUNTY-  CT/MIDDLESEX
 LX6783  USGS QUAD   -  GLASTONBURY (1992)
 LX6783
 LX6783                         *CURRENT SURVEY CONTROL
 LX6783  ___________________________________________________________________
 LX6783* NAD 83(1996)-  41 37 57.96067(N)    072 36 46.13117(W)     ADJUSTED  
 LX6783* NAVD 88     -        87.8    (meters)     288.     (feet)  VERTCON   
 LX6783  ___________________________________________________________________
 LX6783  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 LX6783  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX6783
 LX6783  HORZ ORDER  -  FIRST
 LX6783
 LX6783.The horizontal coordinates were established by classical geodetic methods
 LX6783.and adjusted by the National Geodetic Survey in August 1998..
 LX6783
 LX6783.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6783
 LX6783.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6783
 LX6783.The geoid height was determined by GEOID03.
 LX6783
 LX6783;                    North         East     Units Scale Factor Converg.
 LX6783;SPC CT       -   241,193.633   316,231.491   MT  0.99998463   +0 05 27.5
 LX6783;SPC CT       -   791,316.11  1,037,502.82   sFT  0.99998463   +0 05 27.5
 LX6783;UTM  18      - 4,611,756.840   698,840.529   MT  1.00008657   +1 35 11.2
 LX6783
 LX6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6783!SPC CT       -   0.99999086  x   0.99998463  =   0.99997549
 LX6783!UTM  18      -   0.99999086  x   1.00008657  =   1.00007743
 LX6783
 LX6783:                Primary Azimuth Mark                     Grid Az
 LX6783:SPC CT       -  S GLASTONBURY ANDREWS BARN CUP           016 47 34.6
 LX6783:UTM  18      -  S GLASTONBURY ANDREWS BARN CUP           015 17 50.9
 LX6783
 LX6783|---------------------------------------------------------------------|
 LX6783| PID    Reference Object                     Distance      Geod. Az  |
 LX6783|                                                           dddmmss.s |
 LX6783| LX6767 S GLASTONBURY ANDREWS BARN CUP      APPROX. 0.8 KM 0165302.1 |
 LX6783| LX6843 WANNERSTROMS SILO                   APPROX. 1.3 KM 1354629.0 |
 LX6783| LX6844 PORTLAND BORDONAROS WIND TWR        APPROX. 1.6 KM 1362827.4 |
 LX6783| CZ7931 SIMPSON RM 1                         15.729 METERS 13901     |
 LX6783| LX6832 STRICKLAND                          APPROX. 3.6 KM 1532141.0 |
 LX6783| LX6963 CROMWELL HUBBARDS OCTAGON BARN      APPROX. 3.9 KM 2311349.0 |
 LX6783| CZ7932 SIMPSON RM 2                         12.816 METERS 23411     |
 LX6783| LX7044 EDGEWOOD CLUB HOUSE GABLE           APPROX. 2.2 KM 2671700.8 |
 LX6783| LX7064 ROCKY HILL STANDPIPE                APPROX. 3.3 KM 3095019.0 |
 LX6783| LX7068 ROCKY HILL BELAMOSE STACK           APPROX. 2.1 KM 3213806.8 |
 LX6783| LX7069 ROCKY HILL BELAMOSE TALL TANK       APPROX. 2.1 KM 3215515.2 |
 LX6783| LX7071 ROCKY HILL BELAMOSE SHORT TANK      APPROX. 2.1 KM 3221412.8 |
 LX6783| LX7066 ROCKY HILL CATH CH SPIRE            APPROX. 4.5 KM 3250912.3 |
 LX6783| LX7051 ROCKY HILL CONN FOUNDRY TANK        APPROX. 3.8 KM 3380458.5 |
 LX6783|---------------------------------------------------------------------|
 LX6783
 LX6783                          SUPERSEDED SURVEY CONTROL
 LX6783
 LX6783  NAD 83(1996)-  41 37 57.95996(N)    072 36 46.13123(W) AD(       ) 1
 LX6783  NAD 83(1992)-  41 37 57.96009(N)    072 36 46.13119(W) AD(       ) 1
 LX6783  NAD 83(1992)-  41 37 57.96181(N)    072 36 46.13304(W) AD(       ) 1
 LX6783  NAD 83(1986)-  41 37 57.96195(N)    072 36 46.13298(W) AD(       ) 1
 LX6783  NAD 27      -  41 37 57.59982(N)    072 36 47.80882(W) AD(       ) 1
 LX6783  NGVD 29 (07/19/86)   88.1    (m)          289.     (f) VERT ANG       
 LX6783
 LX6783.Superseded values are not recommended for survey control.
 LX6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6783.See file dsdata.txt to determine how the superseded data were derived.
 LX6783
 LX6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9884111757(NAD 83)
 LX6783
 LX6783  HISTORY     - Date     Condition        Report By
 LX6783  HISTORY     - 1935     MONUMENTED       CGS
 LX6783  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX6783  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6783  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6783
 LX6783                          STATION DESCRIPTION
 LX6783
 LX6783'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX6783'ON TOP OF A HILL IN PORTLAND TOWNSHIP, NEAR ITS DIVIDING LINE
 LX6783'WITH GLASTONBURY.  TOP OF HILL IS BARE.  SIDES ARE STEEP AND
 LX6783'THICKLY WOODED.  STATION IS BEST REACHED FROM N SIDE.  THE HILL
 LX6783'IS THE PROPERTY OF WILLIAM N. SIMSON, WHOSE HOUSE (YELLOW) IS ON
 LX6783'THE TURNPIKE FROM PORTLAND TO GLASTONBURY, 1/2 MILE E OF THE
 LX6783'STATION.
 LX6783'
 LX6783'THE STATION WAS MARKED BY A DRILL HOLE IN A ROCK BURIED 2 FEET
 LX6783'IN THE GROUND.  ROCK IS 1-1/2 BY 1-1/4 FEET IN SIZE.  DISTANCE
 LX6783'FROM STATION TO COPPER TACK ON DEAD PART OF TRUNK OF APPLE TREE,
 LX6783'E OF STATION, 149 FEET.  STUB WITH COPPER TACK, N OF STATION, IS
 LX6783'DISTANT 37 FEET, 5 INCHES.  STUB WITH COPPER TACK, S OF STATION,
 LX6783'63 FEET, 3 INCHES.  IN 1891 THE STATION WAS RECOVERED WITHOUT
 LX6783'DIFFICULTY.
 LX6783
 LX6783                          STATION RECOVERY (1935)
 LX6783
 LX6783'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6783'THE STATION WAS RECOVERED AND RE-MARKED AS FOLLOWS--A STANDARD
 LX6783'DISK WAS SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE
 LX6783'BLOCK SET FLUSH WITH THE GROUND.  A STANDARD DISK WAS SET IN THE
 LX6783'DRILL HOLE IN THE BOULDER AND LOWERED TO A DEPTH OF 3 FEET FOR
 LX6783'A SUB-SURFACE MARK.  THE STATION BEARS S 20 DEG W FROM THE SW
 LX6783'CORNER OF THE FENCE AROUND THE SMALL ORCHARD AND IS 24.7 METERS
 LX6783'AWAY.
 LX6783'
 LX6783'THE STATION IS REACHED FROM GLASTONBURY-PORTLAND TOWN LINE.  GO
 LX6783'NORTHERLY ON ROUTE 15, 0.3 MILE, TURN WESTERLY AND GO 0.6 MILE,
 LX6783'TURN LEFT ALONG SIDE OF THE TOBACCO FIELD AND GO 0.3 MILE TO THE
 LX6783'FIRST ROAD IN THE WOODS, TURN LEFT AND FOLLOW THIS WOOD ROAD 0.4
 LX6783'MILE TO THE TOP OF THE HILL.  THE ENTIRE TOP OF THE HILL IS
 LX6783'COVERED WITH A DENSE GROWTH OF SMALL WHITE BIRCH.
 LX6783'
 LX6783'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN
 LX6783'8- BY 8- BY 30-INCH CONCRETE POST S 30 DEG E OF THE
 LX6783'STATION.  REFERENCE MARK NO. 2 IS A STANDARD DISK SET FLUSH WITH
 LX6783'THE GROUND IN THE TOP OF AN 8- BY 8- BY 30-INCH CONCRETE POST S
 LX6783'75 DEG E OF THE STATION.
 LX6783
 LX6783                          STATION RECOVERY (1971)
 LX6783
 LX6783'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6783'SIMPSON 1875, 1935 THE STATION AND RMS WERE FOUND IN GOOD
 LX6783'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7251 ***********************************************************************
 LX7251  DESIGNATION -  SIMSBURY HEUBLEINS TOWER
 LX7251  PID         -  LX7251
 LX7251  STATE/COUNTY-  CT/HARTFORD
 LX7251  USGS QUAD   -  AVON (1984)
 LX7251
 LX7251                         *CURRENT SURVEY CONTROL
 LX7251  ___________________________________________________________________
 LX7251* NAD 83(1996)-  41 49 33.06449(N)    072 47 54.52517(W)     ADJUSTED  
 LX7251* NAVD 88     -                                                        
 LX7251  ___________________________________________________________________
 LX7251  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX7251  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX7251
 LX7251  HORZ ORDER  -  THIRD
 LX7251
 LX7251.The horizontal coordinates were established by classical geodetic methods
 LX7251.and adjusted by the National Geodetic Survey in August 1998..
 LX7251
 LX7251
 LX7251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7251
 LX7251.The geoid height was determined by GEOID03.
 LX7251
 LX7251;                    North         East     Units Scale Factor Converg.
 LX7251;SPC CT       -   262,630.965   300,773.153   MT  0.99999612   -0 01 55.7
 LX7251;SPC CT       -   861,648.42    986,786.59   sFT  0.99999612   -0 01 55.7
 LX7251;UTM  18      - 4,632,783.928   682,826.053   MT  1.00001133   +1 28 06.7
 LX7251
 LX7251                          SUPERSEDED SURVEY CONTROL
 LX7251
 LX7251  NAD 83(1996)-  41 49 33.06416(N)    072 47 54.52528(W) AD(       ) 4
 LX7251  NAD 83(1992)-  41 49 33.06447(N)    072 47 54.52568(W) AD(       ) 4
 LX7251  NAD 83(1992)-  41 49 33.06561(N)    072 47 54.52657(W) AD(       ) 4
 LX7251  NAD 83(1986)-  41 49 33.06588(N)    072 47 54.52682(W) AD(       ) 4
 LX7251  NAD 27      -  41 49 32.70266(N)    072 47 56.17859(W) AD(       ) 3
 LX7251
 LX7251.Superseded values are not recommended for survey control.
 LX7251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7251.See file dsdata.txt to determine how the superseded data were derived.
 LX7251
 LX7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8282632784(NAD 83)
 LX7251_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7251
 LX7251  HISTORY     - Date     Condition        Report By
 LX7251  HISTORY     - 1935     MONUMENTED       CGS
 LX7251  HISTORY     - 1936     SEE DESCRIPTION  CTGS
 LX7251  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LX7251  HISTORY     - 1979     GOOD             NGS
 LX7251  HISTORY     - 1980     GOOD             NGS
 LX7251  HISTORY     - 1983     GOOD             NGS
 LX7251  HISTORY     - 1984     GOOD             USPSQD
 LX7251
 LX7251                          STATION DESCRIPTION
 LX7251
 LX7251'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7251'THE HEUBLEIN TOWER IS REACHED FROM HARTFORD.  GO WESTERLY ON
 LX7251'ALBANY TO THE TOP OF AVON OR TALCOTT MOUNTAIN TURN NORTHERLY ON
 LX7251'MONTIVIDEO PRIVATE ROAD AND GO 2.3 MILES.  THE ROAD IS IN GOOD
 LX7251'SHAPE ALL THE WAY TO THE TOWER BUT VERY CROOKED.  THE HOUSE IS
 LX7251'MADE OF IRREGULAR SHAPED STONES AND HAS A RED TILE ROOF.  THE
 LX7251'TOWER IS A SQUARE CONCRETE SHAFT WITH A METAL OBSERVATORY BELOW
 LX7251'THE FOUR GABLES AT THE TOP OF THE TOWER.  THERE ARE CHIMNEYS IN
 LX7251'THE N AND S GABLES AND WINDOWS IN THE E AND W GABLES.  THE
 LX7251'ROOF OF THE TOWER IS A CROSS GABLE AFFAIR WITH A SMALL OPEN
 LX7251'SIDE TOWER ABOVE IT THAT ALSO HAS A TILE ROOF AND IS
 LX7251'SURMOUNTED BY A WEATHER VANE.  HEIGHT TO WEATHER VANE 165 FEET
 LX7251'ABOVE GROUND.
 LX7251
 LX7251                          STATION RECOVERY (1936)
 LX7251
 LX7251'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX7251'HEUBLEINS STONE, POINTED-TOP TOWER IS ABOUT 1 TO 2 MILES
 LX7251'SOUTHEAST OF WEATOGUE.  IT WAS BUILT SOME YEARS AGO BY THE
 LX7251'FAMED DISTILLER, HEUBLEIN.  THE POINT OBSERVED ON APPEARED TO
 LX7251'BE EITHER A FLAGSTAFF OR A SMALL TRIANGULATION TARGET, ON TOP
 LX7251'OF THE POINTED, STONE TOWER.
 LX7251'
 LX7251'OBSERVED FROM W.T.I.C., COPPER, BUCK, AMERICAN INDUSTRIAL AND
 LX7251'WINDSOR.
 LX7251
 LX7251                          STATION RECOVERY (1950)
 LX7251
 LX7251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (WTJ)
 LX7251'RECOVERED AS DESCRIBED.
 LX7251'
 LX7251'NOTE--TOWER IS NOW OWNED BY THE HARTFORD TIMES (NEW PAPER)
 LX7251'AND IS KNOWN AS THE HARTFORD TIMES TOWER.
 LX7251
 LX7251                          STATION RECOVERY (1979)
 LX7251
 LX7251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX7251'THE STATION WAS RECOVERED AS DESCRIBED IN 1927, EXCEPT
 LX7251'THE RED LIGHT WAS INTERSECTED INSTEAD OF THE APEX OF
 LX7251'THE CENTER OF ROOF.  A NEW DESCRIPTION FOLLOWS.
 LX7251'
 LX7251'THE STATION, IS THE LIGHT AT THE TOP (NOT CENTER) OF THE SIMSBURY
 LX7251'HEUBLEIN TOWER.  IT IS A STONE BUILDING, APPROXIMATELY 80 FEET
 LX7251'IN HEIGHT AND OWNED BY THE CONNECTICUT STATE PARKS DEPARTMENT.
 LX7251'
 LX7251'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF HARTFORD,
 LX7251'5-1/2 MILES SOUTH OF NORTH BLOOMFIELD AND ON PROPERTY OWNED BY
 LX7251'THE CONNECTICUT STATE PARKS DEPARTMENT.
 LX7251'
 LX7251'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 178 AND
 LX7251'185 SOUTH OF SIMSBURY, GO NORTH ON HIGHWAY 185 FOR 1.2 MILES TO A
 LX7251'SIDE ROAD LEFT AT A SIGN (TALCOTT MOUNTAIN STATE PARK).  TURN LEFT
 LX7251'AND GO WEST FOR 0.3 MILE TO A SIGN TALCOTT MOUNTAIN TRAIL AND END
 LX7251'OF TRUCK TRAVEL.  FROM HERE FOLLOW SIGNS (TRAIL MARKERS) FOR
 LX7251'APPROXIMATELY 1.25 MILES TO THE TOP OF THE RIDGE AND THE TOWER.
 LX7251'
 LX7251'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
 LX7251
 LX7251                          STATION RECOVERY (1980)
 LX7251
 LX7251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7251'THE STATION, SIMSBURY HEUBLEINS TOWER, WAS RECOVERED.
 LX7251'DUE TO CHANGES IN THE AREA, A COMPLETE NEW DESCRIPTION
 LX7251'FOLLOWS.
 LX7251'
 LX7251'THE STATION IS THE TOP CENTER OF A
 LX7251'DOME SHAPED OBSERVATORY TOWER, PAINTED WHITE WITH A BROWN ROOF,
 LX7251'AND IS 50 METERS (165 FT) HIGH.
 LX7251'
 LX7251'THE STATION IS LOCATED ABOUT 3.6 KM (2-1/4 MI) SOUTHWEST OF
 LX7251'BLOOMFIELD, 2.4 KM (1-1/2 MI) SOUTH-SOUTHEAST FROM THE
 LX7251'HIGHWAY JUNCTIONS OF 202, 20, AND 185, 1.6 KM
 LX7251'(1 MI) EAST OF
 LX7251'THE FARMINGTON RIVER, AND ON THE TALCOTT MOUNTAIN STATE PARK.
 LX7251'OWNERSHIP--STATE OF CONNECTICUT-REGION 1,
 LX7251'DEPARTMENT OF ENVIRONMENTAL PROTECTION, MR ANTHONY
 LX7251'PO BOX 161, PLEASANT VALLEY, CT 06063, PHONE
 LX7251'203-379-0771.
 LX7251'
 LX7251'DESCRIBED BY J.N. LEONHARDT.
 LX7251
 LX7251                          STATION RECOVERY (1983)
 LX7251
 LX7251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DRM)
 LX7251'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX7251'
 LX7251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LX7251'SOUTHEAST OF WEATOGUE.
 LX7251
 LX7251                          STATION RECOVERY (1984)
 LX7251
 LX7251'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX7251'STATION FOUND GOOD.
 LX7251'
 LX7251'DESCRIPTION AS PER THE HORIZONTAL CONTROL DATA SHEET IS ADEQUATE.
 LX7251'NOTE--THE BUILDING AND AREA UPON WHICH THE BUILDING IS LOCATED IS
 LX7251'OWNED BY THE STATE OF CONNECTICUT, UNDER THE DEPARTMENT OF PARKS
 LX7251'AND RECREATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6053 ***********************************************************************
 LX6053  DESIGNATION -  SKINNERS GABLE
 LX6053  PID         -  LX6053
 LX6053  STATE/COUNTY-  CT/MIDDLESEX
 LX6053  USGS QUAD   -  DEEP RIVER (1971)
 LX6053
 LX6053                         *CURRENT SURVEY CONTROL
 LX6053  ___________________________________________________________________
 LX6053* NAD 83(1996)-  41 28 10.82120(N)    072 27 35.84954(W)     ADJUSTED  
 LX6053* NAVD 88     -                                                        
 LX6053  ___________________________________________________________________
 LX6053  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX6053  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6053
 LX6053  HORZ ORDER  -  THIRD
 LX6053
 LX6053.The horizontal coordinates were established by classical geodetic methods
 LX6053.and adjusted by the National Geodetic Survey in August 1998..
 LX6053
 LX6053
 LX6053.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6053
 LX6053.The geoid height was determined by GEOID03.
 LX6053
 LX6053;                    North         East     Units Scale Factor Converg.
 LX6053;SPC CT       -   223,111.520   329,028.844   MT  0.99998376   +0 11 32.3
 LX6053;SPC CT       -   731,991.71  1,079,488.80   sFT  0.99998376   +0 11 32.3
 LX6053;UTM  18      - 4,594,011.879   712,106.468   MT  1.00015369   +1 40 57.7
 LX6053
 LX6053                          SUPERSEDED SURVEY CONTROL
 LX6053
 LX6053  NAD 83(1992)-  41 28 10.82043(N)    072 27 35.84930(W) AD(       ) 4
 LX6053  NAD 83(1986)-  41 28 10.82216(N)    072 27 35.85188(W) AD(       ) 4
 LX6053  NAD 27      -  41 28 10.46200(N)    072 27 37.55700(W) AD(       ) 3
 LX6053
 LX6053.Superseded values are not recommended for survey control.
 LX6053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6053.See file dsdata.txt to determine how the superseded data were derived.
 LX6053
 LX6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1210694012(NAD 83)
 LX6053
 LX6053  HISTORY     - Date     Condition        Report By
 LX6053  HISTORY     - 1934     MONUMENTED       CGS
 LX6053  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6053  HISTORY     - 19900407 GOOD             USPSQD
 LX6053
 LX6053                          STATION DESCRIPTION
 LX6053
 LX6053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6053'THIS STATION IS ON THE RESIDENCE OF GEORGE L. SKINNER.  IT IS ON
 LX6053'THE N SIDE OF THE ROAD CROSSING THE BARE HILL JUST NE OF THE
 LX6053'VILLAGE OF EAST HADDAM, FROM E TO W.  THE HOUSE IS A TWO-STORY
 LX6053'FRAME STRUCTURE, PAINTED WHITE, WITH GREEN SHUTTERS.  THERE
 LX6053'ARE TWO BRICK CHIMNEYS AT THE RIDGEPOLE OF THE MAIN HOUSE.  THE S
 LX6053'SIDE OF THE MAIN ROOF HAS TWO SMALLER GABLES FACING THE S.  EACH
 LX6053'OF THESE GABLES ENDS HAS A SINGLE WINDOW.  THERE IS A SHORT,
 LX6053'TWO-STORY WING SHOWING A GABLE TO THE NORTHWARD.
 LX6053'
 LX6053'CENTER IS THE APEX OF THE W GABLE OF THE MAIN HOUSE.
 LX6053
 LX6053                          STATION RECOVERY (1948)
 LX6053
 LX6053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6053'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6053
 LX6053                          STATION RECOVERY (1990)
 LX6053
 LX6053'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7617 ***********************************************************************
 LX7617  DESIGNATION -  SKOKORAT
 LX7617  PID         -  LX7617
 LX7617  STATE/COUNTY-  CT/NEW HAVEN
 LX7617  USGS QUAD   -  NAUGATUCK (1984)
 LX7617
 LX7617                         *CURRENT SURVEY CONTROL
 LX7617  ___________________________________________________________________
 LX7617* NAD 83(1996)-  41 24 05.10525(N)    073 04 28.16806(W)     ADJUSTED  
 LX7617* NAVD 88     -       100.15   (+/-2cm)     328.6    (feet)  VERTCON   
 LX7617  ___________________________________________________________________
 LX7617  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 LX7617  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX7617
 LX7617  HORZ ORDER  -  SECOND
 LX7617  VERT ORDER  -  THIRD (See Below)
 LX7617
 LX7617.The horizontal coordinates were established by classical geodetic methods
 LX7617.and adjusted by the National Geodetic Survey in August 1998..
 LX7617
 LX7617.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7617.The vertical order pertains to the NGVD 29 superseded value.
 LX7617
 LX7617.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7617
 LX7617.The geoid height was determined by GEOID03.
 LX7617
 LX7617;                    North         East     Units Scale Factor Converg.
 LX7617;SPC CT       -   215,541.426   277,666.245   MT  0.99998579   -0 12 54.6
 LX7617;SPC CT       -   707,155.50    910,976.67   sFT  0.99998579   -0 12 54.6
 LX7617;UTM  18      - 4,585,108.818   660,955.636   MT  0.99991883   +1 16 25.2
 LX7617
 LX7617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7617!SPC CT       -   0.99998890  x   0.99998579  =   0.99997469
 LX7617!UTM  18      -   0.99998890  x   0.99991883  =   0.99990773
 LX7617
 LX7617|---------------------------------------------------------------------|
 LX7617| PID    Reference Object                     Distance      Geod. Az  |
 LX7617|                                                           dddmmss.s |
 LX7617| LX7618 SKOKORAT RM 1                        17.695 METERS 04554     |
 LX7617| LX7619 SKOKORAT RM 2                         7.396 METERS 34920     |
 LX7617|---------------------------------------------------------------------|
 LX7617
 LX7617                          SUPERSEDED SURVEY CONTROL
 LX7617
 LX7617  NAD 83(1992)-  41 24 05.10410(N)    073 04 28.16819(W) AD(       ) 2
 LX7617  NAD 83(1986)-  41 24 05.10597(N)    073 04 28.17154(W) AD(       ) 2
 LX7617  NAD 83(1986)-  41 24 05.10370(N)    073 04 28.17130(W) AD(       ) 2
 LX7617  NGVD 29 (01/16/90)  100.46   (m)          329.6    (f) LEVELING    3  
 LX7617
 LX7617.Superseded values are not recommended for survey control.
 LX7617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7617.See file dsdata.txt to determine how the superseded data were derived.
 LX7617
 LX7617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6095685109(NAD 83)
 LX7617_MARKER: DD = SURVEY DISK
 LX7617_SETTING: 66 = SET IN ROCK OUTCROP
 LX7617_SP_SET: SET IN A ROCK LEDGE
 LX7617_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7617+STABILITY: POSITION/ELEVATION WELL
 LX7617
 LX7617  HISTORY     - Date     Condition        Report By
 LX7617  HISTORY     - 1982     MONUMENTED
 LX7617
 LX7617                          STATION DESCRIPTION
 LX7617
 LX7617'DESCRIBED 1982 (AJK)
 LX7617'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTH OF NAUGATUCK,
 LX7617'4.4 KM (2.75 MI) SOUTHEAST OF OXFORD AND 0.8 KM (.5 MI)
 LX7617'NORTHWEST OF SEYMOUR.
 LX7617'OWNERSHIP--MR JOSEPH BARRETT, PO BOX 195, DEVON CT 06460,
 LX7617'PHONE 203-878-8561.
 LX7617'
 LX7617'TO REACH THE STATION FROM SEYMOUR AT THE INTERSECTION OF
 LX7617'CONNECTICUT ROUTE 67 (BANK STREET) AND CONNECTICUT ROUTE 313
 LX7617'(RIVER STREET) PROCEED WEST NORTHWEST ON CONNECTICUT ROUTE 67 FOR
 LX7617'0.2 KM (0.15 MI) TO OLD DRIVE ON THE RIGHT.  TAKE RIGHT AND
 LX7617'PROCEED NORTHWEST ON OLD DRIVE FOR 0.2 KM (0.1 MI) TO RIMMON ROAD
 LX7617'ON THE RIGHT.  TAKE RIGHT AND PROCEED FOR 0.2 KM (0.15 MI) TO
 LX7617'PERSHING AVENUE ON THE RIGHT.  TAKE RIGHT AND PROCEED FOR 0.5 KM
 LX7617'(0.33 MI) TO A PATH ON THE LEFT DIRECTLY ACROSS THE STREET FROM
 LX7617'A FRAME GARAGE IN THE BACK OF HOUSE NUMBER 12 SHELTON STREET.
 LX7617'PROCEED ON FOOT UP PATH WEST AND NORTHWEST FOR APPROXIMATELY
 LX7617'8 MINS TO STATION ON THE HIGHEST PART OF THE HILL.
 LX7617'
 LX7617'THE STATION IS A STANDARD USCGS DISK
 LX7617'STAMPED---SKOKORAT 1941---,
 LX7617'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7617'58.22 METERS (191 FT) SOUTHEAST FROM A 30 CM OAK TREE AND
 LX7617'15.54 METERS (51 FT) WEST-NORTHWEST FROM THE FACE OF A ROCK CUT.
 LX7617'
 LX7617'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A BRASS STEM IN A
 LX7617'CHISELED TRIANGLE
 LX7617'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7617'51.82 METERS (170 FT) SOUTHEAST FROM A 30 CM OAK TREE AND
 LX7617'2.44 METERS (8 FT) WEST-NORTHWEST FROM THE FACE OF A ROCK CUT.
 LX7617'MARK IS BELOW STATION 2.0 METERS.
 LX7617'
 LX7617'REFERENCE MARK NUMBER 2 IS A STANDARD USCGS DISK
 LX7617'STAMPED---SKOKORAT NO 2---,
 LX7617'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7617'51.51 METERS (169 FT) SOUTHEAST FROM A 30 CM OAK TREE AND
 LX7617'16.46 METERS (54 FT) WEST-NORTHWEST FROM THE FACE OF A ROCK CUT.
 LX7617'MARK IS ABOVE STATION 1.0 METER.
 LX7617'
 LX7617'NO LIGHT WAS SHOWN FROM THIS MARK.
 LX7617'
 LX7617'DESCRIBED BY R JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7619 ***********************************************************************
 LX7619  DESIGNATION -  SKOKORAT RM 2
 LX7619  PID         -  LX7619
 LX7619  STATE/COUNTY-  CT/NEW HAVEN
 LX7619  USGS QUAD   -  NAUGATUCK (1984)
 LX7619
 LX7619                         *CURRENT SURVEY CONTROL
 LX7619  ___________________________________________________________________
 LX7619* NAD 83(1996)-  41 24 05.34085(N)    073 04 28.22704(W)     ADJUSTED  
 LX7619* NAVD 88     -       101.90   (+/-2cm)     334.3    (feet)  VERTCON   
 LX7619  ___________________________________________________________________
 LX7619  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 LX7619  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX7619
 LX7619  HORZ ORDER  -  SECOND
 LX7619  VERT ORDER  -  THIRD (See Below)
 LX7619
 LX7619.The horizontal coordinates were established by classical geodetic methods
 LX7619.and adjusted by the National Geodetic Survey in August 1998..
 LX7619
 LX7619.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7619.The vertical order pertains to the NGVD 29 superseded value.
 LX7619
 LX7619.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7619
 LX7619.The geoid height was determined by GEOID03.
 LX7619
 LX7619;                    North         East     Units Scale Factor Converg.
 LX7619;SPC CT       -   215,548.699   277,664.903   MT  0.99998579   -0 12 54.6
 LX7619;SPC CT       -   707,179.36    910,972.27   sFT  0.99998579   -0 12 54.6
 LX7619;UTM  18      - 4,585,116.053   660,954.105   MT  0.99991882   +1 16 25.2
 LX7619
 LX7619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7619!SPC CT       -   0.99998862  x   0.99998579  =   0.99997441
 LX7619!UTM  18      -   0.99998862  x   0.99991882  =   0.99990745
 LX7619
 LX7619|---------------------------------------------------------------------|
 LX7619| PID    Reference Object                     Distance      Geod. Az  |
 LX7619|                                                           dddmmss.s |
 LX7619| LX7618 SKOKORAT RM 1                        14.955 METERS 07017     |
 LX7619| LX7573 BETHANY ATT MICROWAVE               APPROX. 6.2 KM 0863627.6 |
 LX7619| CR9383 1803X                                              1175417.2 |
 LX7619| LX7617 SKOKORAT                              7.396 METERS 16920     |
 LX7619| LX7613 SHELTON LAUREL HTS HOSP W TANK      APPROX.11.8 KM 1833123.9 |
 LX7619| CR9669 D 4395                                             1885046.8 |
 LX7619| CR9670 D 4412                                             1901242.1 |
 LX7619| LX7570 ANSONIA SEYMOUR VALLEY MAST         APPROX. 5.4 KM 2162125.8 |
 LX7619|---------------------------------------------------------------------|
 LX7619
 LX7619                          SUPERSEDED SURVEY CONTROL
 LX7619
 LX7619  NAD 83(1992)-  41 24 05.33981(N)    073 04 28.22719(W) AD(       ) 2
 LX7619  NAD 83(1986)-  41 24 05.34174(N)    073 04 28.23053(W) AD(       ) 2
 LX7619  NAD 83(1986)-  41 24 05.33941(N)    073 04 28.23030(W) AD(       ) 2
 LX7619  NGVD 29 (01/16/90)  102.21   (m)          335.3    (f) LEVELING    3  
 LX7619
 LX7619.Superseded values are not recommended for survey control.
 LX7619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7619.See file dsdata.txt to determine how the superseded data were derived.
 LX7619
 LX7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6095485116(NAD 83)
 LX7619_MARKER: DD = SURVEY DISK
 LX7619_SETTING: 66 = SET IN ROCK OUTCROP
 LX7619_SP_SET: SET IN A ROCK LEDGE
 LX7619_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7619+STABILITY: POSITION/ELEVATION WELL
 LX7619
 LX7619  HISTORY     - Date     Condition        Report By
 LX7619  HISTORY     - 1982     MONUMENTED
 LX7619
 LX7619                          STATION DESCRIPTION
 LX7619
 LX7619'DESCRIBED 1982 (AJK)
 LX7619'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) SOUTH OF NAUGATUCK,
 LX7619'4.4 KM (2.75 MI) SOUTHEAST OF OXFORD AND 0.8 KM (0.5 MI) NORTHWEST
 LX7619'OF SEYMOUR.
 LX7619'OWNERSHIP--MR JOSEPH BARRETT, PO BOX 195, DEVON CT 06460,
 LX7619'PHONE 203-878-8561.
 LX7619'
 LX7619'TO REACH THE STATION FROM SEYMOUR AT THE INTERSECTION OF
 LX7619'CONNECTICUT ROUTE 67 (BANK STREET) AND CONNECTICUT ROUTE 313
 LX7619'(RIVER STREET) PROCEED WEST NORTHWESTERLY ON CONNECTICUT ROUTE 67
 LX7619'FOR 0.2 KM (0.15 MI) TO OLD DRIVE ON THE RIGHT.  TAKE RIGHT AND
 LX7619'PROCEED NORTHWESTERLY ON OLD DRIVE FOR 0.2 KM (0.1 MI) TO RIMMON
 LX7619'ROAD ON THE RIGHT.  TAKE RIGHT AND PROCEED FOR 0.2 KM (0.15 MI)
 LX7619'TO PERSHING AVENUE ON THE RIGHT.  TAKE RIGHT AND PROCEED FOR 0.5
 LX7619'KM (0.33 MI) TO A PATH ON THE LEFT DIRECTLY ACROSS THE STREET
 LX7619'FROM A FRAME GARAGE IN THE BACK OF HOUSE NUMBER 12 SHELTON STREET.
 LX7619'PROCEED ON FOOT UP PATH WEST AND NORTHWEST FOR APPROXIMATELY
 LX7619'8 MINS TO STATION ON THE HIGHEST PART OF THE HILL.
 LX7619'
 LX7619'THE STATION IS A STANDARD USCGS DISK
 LX7619'STAMPED---SKOKORAT NO 2---,
 LX7619'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7619'51.51 METERS (169 FT) SOUTHEAST FROM A 30 CM OAK TREE AND
 LX7619'16.46 METERS (54 FT) WEST-NORTHWEST FROM THE FACE OF A ROCK CUT.
 LX7619'
 LX7619'AZIMUTH MARK NUMBER 1 IS A STANDARD CDOT DISK
 LX7619'STAMPED---D 4412---,
 LX7619'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7619'FLUSH WITH GROUND.  IT IS LOCATED
 LX7619'17.07 METERS (56 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF A
 LX7619'BITUMINOUS DRIVE,
 LX7619'5.18 METERS (17 FT) EAST FROM THE CENTERLINE OF CEDAR STREET AND
 LX7619'3.47 METERS (11.4 FT) NORTHWEST FROM POWER POLE 4953.
 LX7619'TO REACH AZIMUTH MARK FROM SEYMOUR AT THE
 LX7619'INTERSECTION OF CONNECTICUT ROUTE 67 (BANK STREET) AND
 LX7619'CONNECTICUT ROUTE 313 (RIVER STREET) PROCEED SOUTH ON CONNECTICUT
 LX7619'ROUTE 313 FOR 0.6 KM (0.37 MI) TO WEST STREET ON THE RIGHT.  TAKE
 LX7619'RIGHT AND PROCEED NORTHWESTERLY FOR 0.3 KM (0.2 MI) TO CEDAR
 LX7619'STREET ON THE LEFT.  TAKE A HARD LEFT ON CEDAR STREET AND PROCEED
 LX7619'SOUTHEASTERLY FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT.
 LX7619'
 LX7619'AZIMUTH MARK NUMBER 2 IS A STANDARD CDOT DISK
 LX7619'STAMPED---D 4395---,
 LX7619'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7619'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7619'27.74 METERS (91 FT) SOUTH FROM THE CENTERLINE OF A CATCH BASIN,
 LX7619'27.13 METERS (89 FT) NORTHEAST FROM THE CENTERLINE OF A CATCH
 LX7619'BASIN AND
 LX7619'7.62 METERS (25 FT) EAST-SOUTHEAST FROM THE CENTERLINE OF THE OFF
 LX7619'RAMP FROM CONNECTICUT ROUTE 8.
 LX7619'TO REACH AZIMUTH MARK FROM SEYMOUR AT THE
 LX7619'INTERSECTION OF CONNECTICUT ROUTE 67 (BANK STREET) AND
 LX7619'CONNECTICUT ROUTE 313 (RIVER STREET) PROCEED SOUTH ON CONNECTICUT
 LX7619'ROUTE 313 FOR 1.85 KM (1.15 MI) TO THE STATION ON THE LEFT.
 LX7619'
 LX7619'AZIMUTH MARK NUMBER 3 IS A STANDARD USC AND GS DISK
 LX7619'STAMPED---1803X---,
 LX7619'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7619'FLUSH WITH GROUND.  IT IS LOCATED
 LX7619'25.82 METERS (84.7 FT) NORTHEAST FROM A LIGHT POLE,
 LX7619'13.72 METERS (45 FT) EAST FROM THE CENTERLINE OF THE ON RAMP TO
 LX7619'CONNECTICUT ROUTE 8 NORTHBOUND,
 LX7619'6.04 METERS (19.8 FT) WEST FROM A WIRE FENCE AND
 LX7619'6.52 METERS (21.4 FT) NORTHWEST FROM A 61 CM MAPLE TREE.
 LX7619'TO REACH AZIMUTH MARK FROM SEYMOUR AT THE
 LX7619'INTERSECTION OF CONNECTICUT ROUTE 67 (DERBY AVENUE) AND
 LX7619'CONNCETICUT ROUTE 115 (MAIN STREET) PROCEED NORTHWESTERLY ON
 LX7619'CONNECTICUT ROUTE 67 FOR 0.3 KM (0.21 MI) TO THE ON RAMP TO
 LX7619'CONNECTICUT ROUTE 8 ON THE LEFT.  TAKE LEFT AND PROCEED FOR 0.2 KM
 LX7619'(0.1 MI) TO THE STATION ON THE RIGHT.
 LX7619'
 LX7619'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX7619'
 LX7619'DESCRIBED BY R JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4841 ***********************************************************************
 LX4841  DESIGNATION -  SKYLINE
 LX4841  PID         -  LX4841
 LX4841  STATE/COUNTY-  CT/TOLLAND
 LX4841  USGS QUAD   -  COLUMBIA (1984)
 LX4841
 LX4841                         *CURRENT SURVEY CONTROL
 LX4841  ___________________________________________________________________
 LX4841* NAD 83(1996)-  41 40 20.71557(N)    072 20 32.26237(W)     ADJUSTED  
 LX4841* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 LX4841  ___________________________________________________________________
 LX4841  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 LX4841  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX4841
 LX4841  HORZ ORDER  -  FIRST
 LX4841
 LX4841.The horizontal coordinates were established by classical geodetic methods
 LX4841.and adjusted by the National Geodetic Survey in August 1998..
 LX4841
 LX4841.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4841
 LX4841.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4841
 LX4841.The geoid height was determined by GEOID03.
 LX4841
 LX4841;                    North         East     Units Scale Factor Converg.
 LX4841;SPC CT       -   245,668.836   338,751.361   MT  0.99998607   +0 16 13.2
 LX4841;SPC CT       -   805,998.51  1,111,386.76   sFT  0.99998607   +0 16 13.2
 LX4841;UTM  18      - 4,616,819.414   721,239.391   MT  1.00020237   +1 46 03.9
 LX4841
 LX4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4841!SPC CT       -   0.99996890  x   0.99998607  =   0.99995497
 LX4841!UTM  18      -   0.99996890  x   1.00020237  =   1.00017127
 LX4841
 LX4841:                Primary Azimuth Mark                     Grid Az
 LX4841:SPC CT       -  1212                                     033 46 50.8
 LX4841:UTM  18      -  1212                                     032 17 00.1
 LX4841
 LX4841|---------------------------------------------------------------------|
 LX4841| PID    Reference Object                     Distance      Geod. Az  |
 LX4841|                                                           dddmmss.s |
 LX4841| CZ6826 1212                                               0340304.0 |
 LX4841| LX3110 SKYLINE AZ MK                       237.270 METERS 03757     |
 LX4841| LX4817 BLAKE                               APPROX.10.7 KM 0692923.6 |
 LX4841| CZ7933 SKYLINE RM 3                         18.762 METERS 12137     |
 LX4841| LX3108 SKYLINE RM 2                         21.302 METERS 29203     |
 LX4841| LX3109 SKYLINE RM 4                         23.656 METERS 34630     |
 LX4841|---------------------------------------------------------------------|
 LX4841
 LX4841                          SUPERSEDED SURVEY CONTROL
 LX4841
 LX4841  NAD 83(1996)-  41 40 20.71512(N)    072 20 32.26213(W) AD(       ) 1
 LX4841  NAD 83(1992)-  41 40 20.71506(N)    072 20 32.26217(W) AD(       ) 1
 LX4841  NAD 83(1992)-  41 40 20.71640(N)    072 20 32.26363(W) AD(       ) 1
 LX4841  NAD 83(1986)-  41 40 20.71639(N)    072 20 32.26361(W) AD(       ) 1
 LX4841  NAD 27      -  41 40 20.36200(N)    072 20 33.96700(W) AD(       ) 1
 LX4841  NGVD 29 (07/19/86)  228.3    (m)          749.     (f) VERT ANG       
 LX4841
 LX4841.Superseded values are not recommended for survey control.
 LX4841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4841.See file dsdata.txt to determine how the superseded data were derived.
 LX4841
 LX4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2123916819(NAD 83)
 LX4841_MARKER: Z = SEE DESCRIPTION
 LX4841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4841
 LX4841  HISTORY     - Date     Condition        Report By
 LX4841  HISTORY     - 1940     MONUMENTED       CTGS
 LX4841  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX4841  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX4841  HISTORY     - 1975     GOOD             CTGS
 LX4841  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4841
 LX4841                          STATION DESCRIPTION
 LX4841
 LX4841'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1940
 LX4841'STATION IS A STANDARD DISK STAMPED SKYLINE SET IN THE TOP OF A
 LX4841'SQUARE CONCRETE POST, THE TOP BEING FLUSH WITH THE GROUND, SITUATED
 LX4841'ON A HIGH HILL ON PROPERTY OWNED BY L.W. ROBERTSON, ABOUT 1/2 MILE
 LX4841'W OF AN AIR BEACON, 44.4 FEET S OF SE CORNER OF MOST SOUTHERLY
 LX4841'CABIN OF SKYLINE TOURIST CAMP AND 28.7 FEET W OF CENTERLINE OF
 LX4841'U.S. NO. 6 ALT.
 LX4841'
 LX4841'TO REACH FROM THE INTERSECTION OF ROUTES NO. 85 AND (NO. 14)
 LX4841'NO. 6-A, GO E AND N ON 6-A 1.7 MILES TO STATION, 28.7 FEET W OF
 LX4841'CENTERLINE OF ROUTE 6-A.
 LX4841'
 LX4841'AZIMUTH MARK IS A STANDARD DISK STAMPED C.G.S. 1212 ABOUT
 LX4841'1/4 MILE N OF STATION ON E SIDE OF ROUTE NO. 14.
 LX4841'
 LX4841'R.M. NO. 1 IS A STANDARD DISK STAMPED SKYLINE -1940-NO. 1
 LX4841'CEMENTED IN A DRILL HOLE OF A BOULDER, 2 FEET BY 4 FEET AND 1 FOOT
 LX4841'HIGH, 52 FEET W OF CENTERLINE OF ROUTE 6-A AND 173 FEET S OF
 LX4841'STATION.
 LX4841'
 LX4841'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED SKYLINE-1940-NO. 2
 LX4841'CEMENTED IN A DRILL HOLE 1 FOOT SQUARE OUTCROP, FLUSH WITH
 LX4841'THE GROUND, 57.50 FEET W OF SW OF CORNER OF FIRST CABIN AND 70
 LX4841'FEET W OF STATION.
 LX4841
 LX4841                          STATION RECOVERY (1942)
 LX4841
 LX4841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4841'STATION WAS RECOVERED AS DESCRIBED BY THE CONN. GEOD. SURVEY.  A
 LX4841'COMPLETE NEW DESCRIPTION FOLLOWS.
 LX4841'
 LX4841'STATION IS LOCATED ABOUT 2.0 MILES NE OF THE VILLAGE OF HEBRON IN
 LX4841'THE SKY LINE TOURISTS CAMP AND ON THE TOP OF A HIGH HILL ON THE W
 LX4841'SIDE OF U.S. HIGHWAY 6-A.  THE DISK IS 44 FEET S OF THE SE
 LX4841'CORNER OF THE MOST SOUTHERLY CABIN OF THE SKY LINE TOURISTS
 LX4841'CAMP AND 29 FEET W OF THE CENTERLINE OF U.S. HIGHWAY NO. 6-A.
 LX4841'THE DISK IS STAMPED SKYLINE 1940 AND IS FLUSH WITH THE GROUND.
 LX4841'NOTES 1A AND 7A.
 LX4841'
 LX4841'R.M. 1 HAS BEEN DESTROYED.  A NEW REFERENCE MARK WAS ESTABLISHED
 LX4841'BY THIS PARTY AND STAMPED SKYLINE NO 3 1942 AS DESCRIBED BELOW.
 LX4841'
 LX4841'R.M. 2 IS 70.15 FEET, 21.382 METERS, W OF THE STATION.  IT
 LX4841'IS SET IN A DRILL HOLE IN A SMALL ROCK OUTCROP.  IT IS ABOUT 58
 LX4841'FEET W OF THE SW CORNER OF THE TOURIST CABIN AND 10 FEET S OF A
 LX4841'10-INCH APPLE TREE.  NOTE 12A.
 LX4841'
 LX4841'R.M. 3 IS 18.762 METERS, 61.55 FEET, E OF THE STATION.  IT IS SET
 LX4841'ON THE E SIDE OF U.S. HIGHWAY 6-A, IN A SMALL TRIANGULAR PLOT
 LX4841'FORMED BY A T-ROAD E.  THE DISK IS 13 FEET E OF THE CENTER LINE OF
 LX4841'U.S. HIGHWAY 6-A AND 15.5 FEET N OF THE CENTER LINE OF THE T-ROAD
 LX4841'E.  DISK IS STAMPED SKYLINE NO 3 1942.  NOTE 11A.
 LX4841'
 LX4841'THE AZIMUTH MARK MENTIONED IN THE ORIGINAL DESCRIPTION AS
 LX4841'C.G.S. NO. 1212 WAS SEARCHED FOR BUT NOT FOUND.
 LX4841'
 LX4841'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6-A
 LX4841'AND STATE HIGHWAY 85, GO E AND N ON U.S. HIGHWAY 6-A FOR 1.7
 LX4841'MILES TO THE SKY LINE TOURISTS CAMP AND STATION ON THE LEFT AS
 LX4841'DESCRIBED.
 LX4841
 LX4841                          STATION RECOVERY (1971)
 LX4841
 LX4841'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX4841'SKY LINE 1940 THE STATION AND RMS WERE RECOVERED IN GOOD CONDITION.
 LX4841'
 LX4841'STATION IS A STANDARD DISK STAMPED SKYLINE 1940 SET IN THE TOP
 LX4841'OF A SQUARE CONC. POST, THE TOP 6 IN BELOW THE GROUND.
 LX4841'
 LX4841'TO REACH THE STATION FROM HEBRON AT THE INTERSECTION OF RTE 85
 LX4841'RTE 66 (MAIN ST) GO NORTH ON RTE 66 1.7 MILE TO TOP OF HILL AND THE
 LX4841'STATION ON THE WEST SIDE OF RTE 66, 24 FT WEST OF ITS CENTER LINE,
 LX4841'ON THE PROPERTY OF L.W. ROBINSON, SKYLINE FARM 68.5 FT NW OF SNET
 LX4841'1256, 113 FT NE OF THE NE COR. OF A 2-1/2 STY FR. HOUSE OWNED BY
 LX4841'L.W. ROBINSON, 31 FT N OF PRIVATE DR TO THE ROBINSON HOUSE.
 LX4841'
 LX4841'RM 2 IS 95 FT N OF THE NE COR. OF 2-1/2 STY FR HO OWNED BY
 LX4841'ROBINSON, 15 FT SOUTH OF AN 13 IN APPLE TREE.  RM 3 IS 21.5 FT E
 LX4841'OF THE CENTER LINE OF RTE 66, 19.5 FT SW OF SNET 1255 AND 82 FT N
 LX4841'OF THE CENTER LINE OF ROBINSON RD.
 LX4841
 LX4841                          STATION RECOVERY (1975)
 LX4841
 LX4841'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1975 (JLC)
 LX4841'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND
 LX4841'IN GOOD CONDITION.  THE AZIMUTH MARK, CONNECTICUT GEODETIC
 LX4841'SURVEY DISK NUMBER 1212 WAS NOT FOUND.  IT WAS NOT
 LX4841'RECOVERED IN 1942.  REFERENCE MARK 1 WAS REPORTED DESTROYED IN
 LX4841'1942.  REFERENCE MARK 3 APPEARS TO BE UNDER A PAVED
 LX4841'DRIVEWAY.  THE DISTANCE FROM THE STATION TO REFERENCE MARK
 LX4841'2 WAS FOUND SHORTER BY 0.072 METER, COMPARED TO THE 1942
 LX4841'MEASUREMENT.  A NEW AZIMUTH MARK AND REFERENCE MARK 4 WAS SET
 LX4841'AT THIS TIME.  DUE TO THE LOCATION OF THE STATION, REFERENCE
 LX4841'MARK 4 WAS OCCUPIED AT THIS TIME. DUE TO CHANGES, A COMPLETE
 LX4841'NEW DESCRIPTION FOLLOWS.
 LX4841'
 LX4841'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF COLUMBIA, 3 MILES
 LX4841'EAST-SOUTHEAST OF GILEAD, 1-1/4 MILES NORTHEAST OF HEBRON AND
 LX4841'ON THE PROPERTY OF MR. L. W. ROBINSON SR.  ROUTE 66.  COLUMBIA,
 LX4841'CONNECTICUT 06237.  PHONE 228-3169.
 LX4841'
 LX4841'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST
 LX4841'AND NORTHEAST ON STATE HIGHWAY 66 FOR 1.25 MILES TO THE
 LX4841'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH MARK
 LX4841'FROM THE STATION, CONTINUE NORTHEAST ON STATE HIGHWAY 66 FOR
 LX4841'0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LX4841'
 LX4841'STATION MARK, STAMPED SKYLINE 1940, IS A STANDARD DISK SET
 LX4841'IN THE TOP OF A SQUARE CONCRETE POST THAT IS 10 INCHES BELOW
 LX4841'THE GROUND SURFACE.  IT IS 112.5 FEET EAST OF THE EAST CORNER OF
 LX4841'A HOUSE, 81 FEET NORTH OF POWER LINE POLE NUMBER 1256, 31
 LX4841'FEET NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY AND 23.5
 LX4841'FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 66.  AN
 LX4841'UNDERGROUND MARK IS NOT MENTIONED IN THE 1940 DESCRIPTION.
 LX4841'
 LX4841'REFERENCE MARK 2, STAMPED SKYLINE 1940 NO 2, IS A STANDARD DISK
 LX4841'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH
 LX4841'WITH THE GROUND SURFACE.  IT IS 37 FEET NORTHEAST OF THE EAST
 LX4841'CORNER OF THE HOUSE, 15.5 FEET SOUTHWEST OF AN APPLE TREE AND
 LX4841'10.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX4841'
 LX4841'REFERENCE MARK 4 ARE STANDARD DISKS STAMPED SKYLINE 1940 RM 4
 LX4841'1975.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH
 LX4841'WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN
 LX4841'IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND
 LX4841'SURFACE.  THEY ARE 79.5 FEET NORTHWEST OF THE CENTER OF
 LX4841'HIGHWAY 66, 55.5 FEET EAST OF A METAL WITNESS POST, 51.8 FEET
 LX4841'EAST OF AN APPLE TREE AND 44 FEET SOUTHEAST OF AN APPLE TREE.
 LX4841'
 LX4841'AZIMUTH MARK, STAMPED SKYLINE 1940 AZ MK 1975, IS A STANDARD
 LX4841'REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST
 LX4841'FLUSH WITH THE GROUND SURFACE.  IT IS 76.5 FEET SOUTH OF A
 LX4841'POWER LINE POLE NUMBER 1250, 47.5 FEET SOUTHEAST OF THE CENTER
 LX4841'OF STATE HIGHWAY 66 AND 2 FEET NORTHWEST OF A METAL WITNESS
 LX4841'POST AND FENCE.
 LX4841'
 LX4841'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX4841'
 LX4841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4841'1-1/4 MILES NORTHEAST OF HEBRON.
 LX4841
 LX4841                          STATION RECOVERY (1978)
 LX4841
 LX4841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4841'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX4841'1975.  THE DIRECTIONS TO ALL MARKS COMPARED
 LX4841'FAVORABLY, HOWEVER,
 LX4841'THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.008
 LX4841'METER AND THE DISTANCE BETWEEN REFERENCE MARKS 2 AND 4 WAS
 LX4841'SHORTER BY 0.006 METER.  THE TRAVERSE DISTANCE BETWEEN SKYLINE
 LX4841'CTGS 1940 AND REFERENCE MARK 4 COMPARED FAVORABLY. THE STATION
 LX4841'IS TO CLOSE TO THE ROAD TO ERECT A BILBY TOWER OVER AND
 LX4841'REFERENCE MARK 4, WAS BUILT OVER AND OCCUPIED AT THIS TIME.
 LX4841'
 LX4841'THE STATION IS LOCATED ABOUT
 LX4841'3-1/2 MILES SOUTHWEST OF COLUMBIA, 3 MILES
 LX4841'EAST-SOUTHEAST OF GILEAD, 1-1/4 MILES NORTHEAST OF HEBRON AND
 LX4841'ON PROPERTY OWNED BY MR. L.W. ROBINSON SR., WHOSE ADDRESS IS
 LX4841'ROUTE 66, COLUMBIA, CONNECTICUT, 06237. PHONE NUMBER
 LX4841'228-3169.
 LX4841'
 LX4841'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST
 LX4841'AND NORTHEAST ON STATE HIGHWAY 66 FOR 1.25 MILES TO THE
 LX4841'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH
 LX4841'MARK FROM HERE CONTINUE NORTHEAST ON STATE HIGHWAY 66
 LX4841'FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LX4841'
 LX4841'THE STATION MARK, IS A STANDARD TRIANGULATION STATION DISK
 LX4841'STAMPED---SKYLINE 1940---, SET IN THE TOP OF A 12-INCH SQUARE
 LX4841'CONCRETE MONUMENT WHICH IS 10 INCHES BELOW THE GROUND SURFACE
 LX4841'AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.
 LX4841'IT IS 112.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM
 LX4841'HOUSE, 81.0 FEET NORTH OF POWER LINE POLE NUMBER 1256, 31 FEET
 LX4841'NORTHEAST OF THE CENTER OF A DRIVEWAY AND 23.5 FEET NORTHWEST
 LX4841'OF THE CENTER OF STATE HIGHWAY 66.
 LX4841'IT WAS NOT NOTED IN THE ORIGINAL 1940 DESCRIPTION
 LX4841'IF AN UNDERGROUND MARK WAS SET.
 LX4841'
 LX4841'REFERENCE MARK 2 IS A STANDARD DISK
 LX4841'STAMPED---SKYLINE 1940 NO 2---, CEMENTED IN A DRILL HOLE IN AN
 LX4841'OUTCROP THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET
 LX4841'NORTH OF THE CENTER OF THE DRIVEWAY, 19.5 FEET SOUTHWEST OF A
 LX4841'METAL WITNESS POST AND 15.5 FEET SOUTHWEST OF AN APPLE TREE.
 LX4841'
 LX4841'REFERENCE MARKS 4 ARE STANDARD REFERENCE MARK DISKS
 LX4841'STAMPED---SKYLINE 1940 RM 4 1975---.  THE SURFACE DISK IS SET
 LX4841'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LX4841'FLUSH WITH THE GROUND SURFACE AND HAS A METAL ROD DRIVEN
 LX4841'NEXT TO THE MONUMENT.  IT IS 79.5 FEET WEST-NORTHWEST OF THE
 LX4841'CENTER OF STATE HIGHWAY 66, 51.5 FEET NORTHEAST OF A METAL
 LX4841'WITNESS POST AND 44.0 FEET SOUTHEAST OF AN APPLE TREE.  THE
 LX4841'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX4841'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX4841'
 LX4841'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 LX4841'STAMPED---SKYLINE 1940 AZ MK 1975---, SET IN THE TOP OF A
 LX4841'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LX4841'GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT
 LX4841'IT IS 77.0 FEET SOUTH OF A POWER LINE POLE, 48.6 FEET
 LX4841'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 66 AND 1.5 FEET
 LX4841'SOUTH OF A METAL WITNESS POST.
 LX4841'
 LX4841'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 LX4841'
 LX4841'DESCRIBED BY G.M. RIVERS III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3110 ***********************************************************************
 LX3110  DESIGNATION -  SKYLINE AZ MK
 LX3110  PID         -  LX3110
 LX3110  STATE/COUNTY-  CT/TOLLAND
 LX3110  USGS QUAD   -  COLUMBIA (1984)
 LX3110
 LX3110                         *CURRENT SURVEY CONTROL
 LX3110  ___________________________________________________________________
 LX3110* NAD 83(1996)-  41 40 26.77961(N)    072 20 25.95368(W)     ADJUSTED  
 LX3110* NAVD 88     -       224.515  (meters)     736.60   (feet)  ADJUSTED  
 LX3110  ___________________________________________________________________
 LX3110  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LX3110  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX3110  DYNAMIC HT  -         224.436 (meters)     736.34  (feet)  COMP
 LX3110  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LX3110
 LX3110  HORZ ORDER  -  SECOND
 LX3110  VERT ORDER  -  FIRST     CLASS II
 LX3110
 LX3110.The horizontal coordinates were established by classical geodetic methods
 LX3110.and adjusted by the National Geodetic Survey in August 1998..
 LX3110
 LX3110.The orthometric height was determined by differential leveling
 LX3110.and adjusted by the National Geodetic Survey in June 1991..
 LX3110
 LX3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3110
 LX3110.The geoid height was determined by GEOID03.
 LX3110
 LX3110.The dynamic height is computed by dividing the NAVD 88
 LX3110.geopotential number by the normal gravity value computed on the
 LX3110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3110.degrees latitude (g = 980.6199 gals.).
 LX3110
 LX3110.The modeled gravity was interpolated from observed gravity values.
 LX3110
 LX3110;                    North         East     Units Scale Factor Converg.
 LX3110;SPC CT       -   245,856.608   338,896.401   MT  0.99998614   +0 16 17.4
 LX3110;SPC CT       -   806,614.55  1,111,862.61   sFT  0.99998614   +0 16 17.4
 LX3110;UTM  18      - 4,617,010.955   721,379.505   MT  1.00020314   +1 46 08.3
 LX3110
 LX3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3110!SPC CT       -   0.99996946  x   0.99998614  =   0.99995560
 LX3110!UTM  18      -   0.99996946  x   1.00020314  =   1.00017259
 LX3110
 LX3110                          SUPERSEDED SURVEY CONTROL
 LX3110
 LX3110  NAD 83(1996)-  41 40 26.77915(N)    072 20 25.95343(W) AD(       ) 2
 LX3110  NAD 83(1992)-  41 40 26.77941(N)    072 20 25.95309(W) AD(       ) 2
 LX3110  NAD 83(1992)-  41 40 26.78074(N)    072 20 25.95454(W) AD(       ) 2
 LX3110  NAD 83(1986)-  41 40 26.78090(N)    072 20 25.95450(W) AD(       ) 2
 LX3110  NAD 27      -  41 40 26.42593(N)    072 20 27.65821(W) AD(       ) 2
 LX3110  NGVD 29 (07/19/86)  224.9    (m)          738.     (f) VERT ANG       
 LX3110
 LX3110.Superseded values are not recommended for survey control.
 LX3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3110.See file dsdata.txt to determine how the superseded data were derived.
 LX3110
 LX3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2138017011(NAD 83)
 LX3110_MARKER: DR = REFERENCE MARK DISK
 LX3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3110_SP_SET: CONCRETE POST
 LX3110_STAMPING: SKYLINE 1940 AZ MK 1975
 LX3110_MARK LOGO: NGS   
 LX3110_PROJECTION: FLUSH
 LX3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3110+STABILITY: SURFACE MOTION
 LX3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3110+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2001
 LX3110
 LX3110  HISTORY     - Date     Condition        Report By
 LX3110  HISTORY     - 1978     MONUMENTED       NGS
 LX3110  HISTORY     - 1986     GOOD             NGS
 LX3110  HISTORY     - 20011227 GOOD             USPSQD
 LX3110
 LX3110                          STATION DESCRIPTION
 LX3110
 LX3110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX3110'THE STATION IS LOCATED ABOUT
 LX3110'3-1/2 MILES SOUTHWEST OF COLUMBIA, 3 MILES
 LX3110'EAST-SOUTHEAST OF GILEAD, 1-1/4 MILES NORTHEAST OF HEBRON AND
 LX3110'ON PROPERTY OWNED BY MR. L.W. ROBINSON SR., WHOSE ADDRESS IS
 LX3110'ROUTE 66, COLUMBIA, CONNECTICUT, 06237. PHONE NUMBER
 LX3110'228-3169.
 LX3110'
 LX3110'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX3110'SKYLINE CTGS 1940 RM 4, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX3110'
 LX3110'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST
 LX3110'AND NORTHEAST ON STATE HIGHWAY 66 FOR 1.25 MILES TO
 LX3110'TRIANGULATION STATION SKYLINE CTGS 1940 RM 4
 LX3110'ON THE LEFT, CONTINUE NORTHEAST ON STATE HIGHWAY 66
 LX3110'FOR 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX3110'
 LX3110'THE STATION MARK IS A STANDARD REFERENCE MARK DISK
 LX3110'STAMPED---SKYLINE 1940 AZ MK 1975---, SET IN THE TOP OF A
 LX3110'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LX3110'GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT
 LX3110'IT IS 77.0 FEET SOUTH OF A POWER LINE POLE, 48.6 FEET
 LX3110'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 66 AND 1.5 FEET
 LX3110'SOUTH OF A METAL WITNESS POST.
 LX3110'
 LX3110'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS.
 LX3110'
 LX3110'DESCRIBED BY G.M. RIVERS III.
 LX3110
 LX3110                          STATION RECOVERY (1986)
 LX3110
 LX3110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3110'2.2 KM (1.35 MI) EAST FROM HEBRON.
 LX3110'2.2 KM (1.35 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3110'HEBRON TO THE MARK ON THE RIGHT, 14.7 METERS (48.3 FT) SOUTHEAST OF
 LX3110'THE CENTERLINE OF THE HIGHWAY, 30.0 METERS (98.5 FT) EAST OF POWER
 LX3110'POLE NO. 1251, 23.5 METERS (77.2 FT) SOUTHWEST OF POWER POLE NO. 1250.
 LX3110'THE MARK IS 7.5 METERS  SE FROM  A WITNESS POST
 LX3110'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3110
 LX3110                          STATION RECOVERY (2001)
 LX3110
 LX3110'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX3110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3108 ***********************************************************************
 LX3108  DESIGNATION -  SKYLINE RM 2
 LX3108  PID         -  LX3108
 LX3108  STATE/COUNTY-  CT/TOLLAND
 LX3108  USGS QUAD   -  COLUMBIA (1984)
 LX3108
 LX3108                         *CURRENT SURVEY CONTROL
 LX3108  ___________________________________________________________________
 LX3108* NAD 83(1986)-  41 40 19.     (N)    072 20 32.     (W)     SCALED    
 LX3108* NAVD 88     -       228.920  (meters)     751.05   (feet)  ADJUSTED  
 LX3108  ___________________________________________________________________
 LX3108  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX3108  DYNAMIC HT  -         228.839 (meters)     750.78  (feet)  COMP
 LX3108  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 LX3108
 LX3108  VERT ORDER  -  FIRST     CLASS II
 LX3108
 LX3108.The horizontal coordinates were scaled from a topographic map and have
 LX3108.an estimated accuracy of +/- 6 seconds.
 LX3108
 LX3108.The orthometric height was determined by differential leveling
 LX3108.and adjusted by the National Geodetic Survey in June 1991..
 LX3108
 LX3108.The geoid height was determined by GEOID03.
 LX3108
 LX3108.The dynamic height is computed by dividing the NAVD 88
 LX3108.geopotential number by the normal gravity value computed on the
 LX3108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3108.degrees latitude (g = 980.6199 gals.).
 LX3108
 LX3108.The modeled gravity was interpolated from observed gravity values.
 LX3108
 LX3108;                    North         East    Units  Estimated Accuracy
 LX3108;SPC CT       -   245,620.      338,760.      MT  (+/- 180 meters Scaled)
 LX3108
 LX3108                          SUPERSEDED SURVEY CONTROL
 LX3108
 LX3108.No superseded survey control is available for this station.
 LX3108
 LX3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM212167(NAD 83)
 LX3108_MARKER: DR = REFERENCE MARK DISK
 LX3108_SETTING: 66 = SET IN ROCK OUTCROP
 LX3108_SP_SET: ROCK OUTCROP
 LX3108_STAMPING: SKYLINE NO 2 1940
 LX3108_MARK LOGO: CGS   
 LX3108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3108+STABILITY: POSITION/ELEVATION WELL
 LX3108
 LX3108  HISTORY     - Date     Condition        Report By
 LX3108  HISTORY     - 1940     MONUMENTED       CTGS
 LX3108  HISTORY     - 1986     GOOD             NGS
 LX3108  HISTORY     - 20011227 MARK NOT FOUND   USPSQD
 LX3108
 LX3108                          STATION DESCRIPTION
 LX3108
 LX3108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3108'1.9 KM (1.2 MI) EAST FROM HEBRON.
 LX3108'1.9 KM (1.2 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3108'HEBRON TO THE MARK ON THE LEFT, 28.6 METERS (94.0 FT) NORTHWEST OF THE
 LX3108'CENTERLINE OF THE HIGHWAY, 19.9 METERS (65.3 FT) NORTH OF A MAPLE TREE
 LX3108'IN THE NORTHEAST CORNER OF THE YARD, 11.2 METERS (37.0 FT) NORTHEAST
 LX3108'OF THE CENTER OF A DRIVEWAY AND 20.6 METERS (67.8 FT) WEST OF SKYLINE
 LX3108'RM 4.
 LX3108'THE MARK IS 6.0 METERS  W FROM  A WITNESS POST
 LX3108'THE MARK IS ABOVE LEVEL WITH GROUND.
 LX3108
 LX3108                          STATION RECOVERY (2001)
 LX3108
 LX3108'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX3108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3109 ***********************************************************************
 LX3109  CBN         -  This is a Cooperative Base Network Control Station.
 LX3109  DESIGNATION -  SKYLINE RM 4
 LX3109  PID         -  LX3109
 LX3109  STATE/COUNTY-  CT/TOLLAND
 LX3109  USGS QUAD   -  COLUMBIA (1984)
 LX3109
 LX3109                         *CURRENT SURVEY CONTROL
 LX3109  ___________________________________________________________________
 LX3109* NAD 83(1996)-  41 40 21.46112(N)    072 20 32.50121(W)     ADJUSTED  
 LX3109* NAVD 88     -       229.104  (meters)     751.65   (feet)  ADJUSTED  
 LX3109  ___________________________________________________________________
 LX3109  X           -   1,447,302.517 (meters)                     COMP
 LX3109  Y           -  -4,546,601.199 (meters)                     COMP
 LX3109  Z           -   4,218,645.349 (meters)                     COMP
 LX3109  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 LX3109  ELLIP HEIGHT-         199.34  (meters)          (06/22/01) GPS OBS
 LX3109  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3109  DYNAMIC HT  -         229.023 (meters)     751.39  (feet)  COMP
 LX3109  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 LX3109
 LX3109  HORZ ORDER  -  A
 LX3109  VERT ORDER  -  FIRST     CLASS II
 LX3109  ELLP ORDER  -  FOURTH    CLASS I
 LX3109
 LX3109.The horizontal coordinates were established by GPS observations
 LX3109.and adjusted by the National Geodetic Survey in June 2001..
 LX3109
 LX3109.The orthometric height was determined by differential leveling
 LX3109.and adjusted by the National Geodetic Survey in June 1991..
 LX3109
 LX3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3109
 LX3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3109
 LX3109.The ellipsoidal height was determined by GPS observations
 LX3109.and is referenced to NAD 83.
 LX3109
 LX3109.The geoid height was determined by GEOID03.
 LX3109
 LX3109.The dynamic height is computed by dividing the NAVD 88
 LX3109.geopotential number by the normal gravity value computed on the
 LX3109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3109.degrees latitude (g = 980.6199 gals.).
 LX3109
 LX3109.The modeled gravity was interpolated from observed gravity values.
 LX3109
 LX3109;                    North         East     Units Scale Factor Converg.
 LX3109;SPC CT       -   245,691.811   338,745.727   MT  0.99998607   +0 16 13.0
 LX3109;SPC CT       -   806,073.88  1,111,368.27   sFT  0.99998607   +0 16 13.0
 LX3109;UTM  18      - 4,616,842.239   721,233.158   MT  1.00020234   +1 46 03.8
 LX3109
 LX3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3109!SPC CT       -   0.99996873  x   0.99998607  =   0.99995481
 LX3109!UTM  18      -   0.99996873  x   1.00020234  =   1.00017107
 LX3109
 LX3109|---------------------------------------------------------------------|
 LX3109| PID    Reference Object                     Distance      Geod. Az  |
 LX3109|                                                           dddmmss.s |
 LX3109| LX4865 SKYLINE AZ MK TPT                   214.942 METERS 04242     |
 LX3109| LX3110 SKYLINE AZ MK                       223.299 METERS 04242     |
 LX3109| LX4841 SKYLINE                              23.656 METERS 16630     |
 LX3109| LX3108 SKYLINE RM 2                         20.669 METERS 22329     |
 LX3109| LX4862 4992                                APPROX. 1.2 KM 2594614.8 |
 LX3109|---------------------------------------------------------------------|
 LX3109
 LX3109                          SUPERSEDED SURVEY CONTROL
 LX3109
 LX3109  NAD 83(1996)-  41 40 21.46096(N)    072 20 32.50125(W) AD(       ) 1
 LX3109  NAD 83(1996)-  41 40 21.46050(N)    072 20 32.50100(W) AD(       ) 1
 LX3109  NAD 83(1992)-  41 40 21.46045(N)    072 20 32.50104(W) AD(       ) 1
 LX3109  NAD 83(1992)-  41 40 21.46179(N)    072 20 32.50249(W) AD(       ) 1
 LX3109  NAD 83(1986)-  41 40 21.46189(N)    072 20 32.50252(W) AD(       ) 1
 LX3109  NAD 27      -  41 40 21.10737(N)    072 20 34.20576(W) AD(       ) 1
 LX3109  NAVD 88 (06/22/01)  229.10   (m)          751.6    (f) LEVELING    3  
 LX3109  NGVD 29 (07/19/86)  228.8    (m)          751.     (f) VERT ANG       
 LX3109
 LX3109.Superseded values are not recommended for survey control.
 LX3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3109.See file dsdata.txt to determine how the superseded data were derived.
 LX3109
 LX3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2123316842(NAD 83)
 LX3109_MARKER: DR = REFERENCE MARK DISK
 LX3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3109_SP_SET: CONCRETE POST
 LX3109_STAMPING: SKYLINE RM 4 1940 1975
 LX3109_MARK LOGO: NGS   
 LX3109_PROJECTION: FLUSH
 LX3109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX3109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3109+STABILITY: SURFACE MOTION
 LX3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3109+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX3109
 LX3109  HISTORY     - Date     Condition        Report By
 LX3109  HISTORY     - 1975     MONUMENTED       CTGS
 LX3109  HISTORY     - 1978     GOOD             NGS
 LX3109  HISTORY     - 1986     GOOD             NGS
 LX3109  HISTORY     - 20001121 GOOD             CTGS
 LX3109  HISTORY     - 20011227 GOOD             USPSQD
 LX3109  HISTORY     - 20050410 GOOD             CTGS
 LX3109
 LX3109                          STATION DESCRIPTION
 LX3109
 LX3109'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (JLC)
 LX3109'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF COLUMBIA, 3 MILES
 LX3109'EAST-SOUTHEAST OF GILEAD, 1-1/4 MILES NORTHEAST OF HEBRON AND ON
 LX3109'THE PROPERTY OF MR. L. W. ROBINSON SR.  ROUTE 66.  COLUMBIA,
 LX3109'CONNECTICUT 06237.  PHONE 228-3169.
 LX3109'
 LX3109'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST AND
 LX3109'NORTHEAST ON STATE HIGHWAY 66 FOR 1.25 MILES TO THE STATION ON
 LX3109'THE LEFT AS DESCRIBED.  CONTINUE NORTHEAST ON STATE HIGHWAY 66
 LX3109'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 LX3109'
 LX3109'STATION MARKS ARE STANDARD REFERENCE MARK DISKS STAMPED SKYLINE
 LX3109'1940 RM 4 1975.  THE SURFACE MARK IS SET IN A ROUND CONCRETE
 LX3109'POST FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS
 LX3109'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW THE
 LX3109'GROUND SURFACE.  THEY ARE 79.5 FEET NORTHWEST OF THE CENTER
 LX3109'OF HIGHWAY 66, 55.5 FEET EAST OF A METAL WITNESS POST, 51.8 FEET
 LX3109'EAST OF AN APPLE TREE AND 44 FEET SOUTHEAST OF AN APPLE TREE.
 LX3109'
 LX3109'SKYLINE (CGS) 1940, STAMPED SKYLINE 1940, IS A STANDARD STATION
 LX3109'MARK DISK SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS 10
 LX3109'INCHES BELOW THE GROUND SURFACE.  IT IS 112.5 FEET EAST OF THE
 LX3109'EAST CORNER OF A HOUSE, 81 FEET NORTH OF POWER LINE POLE NUMBER
 LX3109'1256, 31 FEET NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY AND
 LX3109'23.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 66.
 LX3109'
 LX3109'REFERENCE MARK 2, STAMPED SKYLINE 1940 NO 2, IS A STANDARD
 LX3109'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS FLUSH
 LX3109'WITH THE GROUND SURFACE.  IT IS 37 FEET NORTHEAST OF THE EAST
 LX3109'CORNER OF THE HOUSE, 15.5 FEET SOUTHWEST OF AN APPLE TREE AND 10.5
 LX3109'FEET SOUTHWEST OF A METAL WITNESS POST.
 LX3109'
 LX3109'AZIMUTH MARK, STAMPED SKYLINE 1940 AZ MK 1975, IS A STANDARD
 LX3109'REFERENCE MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 LX3109'WITH THE GROUND SURFACE.  IT IS 76.5 FEET SOUTH OF POWER LINE
 LX3109'POLE NUMBER 1250, 47.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 LX3109'66 AND 2 FEET NORTHWEST OF A METAL WITNESS POST AND FENCE.
 LX3109'
 LX3109'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 LX3109
 LX3109                          STATION RECOVERY (1978)
 LX3109
 LX3109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX3109'THE STATION MARK, TRIANGULATION STATION SKYLINE 1940,
 LX3109'REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD CONDITION AS
 LX3109'DESCRIBED IN 1975, WITH THE FOLLOWING EXCEPTIONS.  THE
 LX3109'DIRECTION TO THE AZIMUTH MARK WAS LARGER BY 06.36 SECONDS, THE
 LX3109'DIRECTIONS TO SKYLINE 1940 AND REFERENCE MARK 2 COMPARED
 LX3109'FAVORABLY.  THE DISTANCE TO SKYLINE 1940 COMPARED FAVORABLY,
 LX3109'HOWEVER THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.006
 LX3109'METER AND THE DISTANCE BETWEEN SKYLINE 1940 AND REFERENCE MARK
 LX3109'2 WAS SHORTER BY 0.008 METER.
 LX3109'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LX3109'
 LX3109'THE STATION IS LOCATED ABOUT
 LX3109'3-1/2 MILES SOUTHWEST OF COLUMBIA, 3 MILES
 LX3109'EAST-SOUTHEAST OF GILEAD, 1-1/4 MILES NORTHEAST OF HEBRON AND
 LX3109'ON PROPERTY OWNED BY MR. L.W. ROBINSON SR., WHOSE ADDRESS IS
 LX3109'ROUTE 66, COLUMBIA, CONNECTICUT, 06237. PHONE NUMBER
 LX3109'228-3169.
 LX3109'
 LX3109'TO REACH THE STATION FROM THE POST OFFICE IN HEBRON, GO EAST
 LX3109'AND NORTHEAST ON STATE HIGHWAY 66 FOR 1.25 MILES TO THE
 LX3109'STATION ON THE LEFT AS DESCRIBED.  TO REACH THE AZIMUTH
 LX3109'MARK FROM HERE CONTINUE NORTHEAST ON STATE HIGHWAY 66
 LX3109'FOR 0.15 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 LX3109'
 LX3109'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS
 LX3109'STAMPED---SKYLINE 1940 RM 4 1975---.  THE SURFACE DISK IS SET
 LX3109'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LX3109'FLUSH WITH THE GROUND SURFACE AND HAS A METAL ROD DRIVEN
 LX3109'NEXT TO THE MONUMENT.  IT IS 79.5 FEET WEST-NORTHWEST OF THE
 LX3109'CENTER OF STATE HIGHWAY 66, 51.5 FEET NORTHEAST OF A METAL
 LX3109'WITNESS POST AND 44.0 FEET SOUTHEAST OF AN APPLE TREE.  THE
 LX3109'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX3109'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX3109'
 LX3109'SKYLINE CTGS 1940, IS A STANDARD TRIANGULATION STATION DISK
 LX3109'STAMPED---SKYLINE 1940---, SET IN THE TOP OF A 12-INCH SQUARE
 LX3109'CONCRETE MONUMENT WHICH IS 10 INCHES BELOW THE GROUND SURFACE
 LX3109'AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.
 LX3109'IT IS 112.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARM
 LX3109'HOUSE, 81.0 FEET NORTH OF POWER LINE POLE NUMBER 1256, 31 FEET
 LX3109'NORTHEAST OF THE CENTER OF A DRIVEWAY AND 23.5 FEET NORTHWEST
 LX3109'OF THE CENTER OF STATE HIGHWAY 66.
 LX3109'IT WAS NOT NOTED IN THE ORIGINAL 1940 DESCRIPTION
 LX3109'IF AN UNDERGROUND MARK WAS SET.
 LX3109'
 LX3109'REFERENCE MARK 2 IS A STANDARD DISK
 LX3109'STAMPED---SKYLINE 1940 NO 2---, CEMENTED IN A DRILL HOLE IN AN
 LX3109'OUTCROP THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 37 FEET
 LX3109'NORTH OF THE CENTER OF THE DRIVEWAY, 19.5 FEET SOUTHWEST OF A
 LX3109'METAL WITNESS POST AND 15.5 FEET SOUTHWEST OF AN APPLE TREE.
 LX3109'
 LX3109'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK
 LX3109'STAMPED---SKYLINE 1940 AZ MK 1975---, SET IN THE TOP OF A
 LX3109'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 LX3109'GROUND SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT
 LX3109'IT IS 77.0 FEET SOUTH OF A POWER LINE POLE, 48.6 FEET
 LX3109'SOUTHEAST OF THE CENTER OF STATE HIGHWAY 66 AND 1.5 FEET
 LX3109'SOUTH OF A METAL WITNESS POST.
 LX3109'
 LX3109'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 30.4 METERS.
 LX3109'
 LX3109'DESCRIBED BY G.M. RIVERS III.
 LX3109
 LX3109                          STATION RECOVERY (1986)
 LX3109
 LX3109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3109'1.9 KM (1.2 MI) EAST FROM HEBRON.
 LX3109'1.9 KM (1.2 MI) EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE IN
 LX3109'HEBRON TO THE MARK ON THE LEFT, 24.0 METERS (79.0 FT) NORTHWEST OF THE
 LX3109'CENTERLINE OF THE HIGHWAY, 29.4 METERS (96.5 FT) NORTHEAST OF THE
 LX3109'CENTER OF A DRIVEWAY, 15.8 METERS (52.0 FT) WEST OF THE WEST ONE OF A
 LX3109'ROW OF MAPLE TREES ALONG THE NORTHWEST SIDE OF THE HIGHWAY, 20.6
 LX3109'METERS (67.8 FT) EAST OF SKYLINE RM 2 WHICH IS DESCRIBED.
 LX3109'THE MARK IS 15.7 METERS  E FROM  A WITNESS POST
 LX3109'THE MARK IS ABOVE LEVEL WITH GROUND.
 LX3109
 LX3109                          STATION RECOVERY (2000)
 LX3109
 LX3109'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX3109'THE STATION MARK IS A STANDARD NGS REFERENCE MARK DISK,
 LX3109'STAMPED SKYLINE 1940 RM 4 1975. THE SURFACE MARK IS SET INTO A
 LX3109'ROUND CONCRETE POST FLUSH WITH THE GROUND. THE UNDERGROUND
 LX3109'MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 4
 LX3109'FEET BELOW THE SURFACE OF THE GROUND.
 LX3109'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HEBRON,
 LX3109'PROCEED EAST ON CT ROUTE 66 (MAIN STREET) FOR 1.25 MILE TO THE
 LX3109'STATION ON THE LEFT (NORTH). TO REACH THE AZIMUTH MARK FROM
 LX3109'SKYLINE RM 4, PROCEED EAST ON CT ROUTE 66 (BECOMES MIDDLETOWN
 LX3109'ROAD) FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT (SOUTHEAST).
 LX3109'THE STATION IS LOCATED 78 FEET NORTHWEST OF THE CENTER
 LX3109'LINE OF CT ROUTE 66, 54.3 FEET EAST OF AN APPLE TREE STUMP, 158.4 FEET
 LX3109'NORTHEAST OF THE NORTHEAST CORNER OF A 2 1/2 STORY FRAME HOUSE,
 LX3109'AND 51.9 FEET WEST OF A 15 INCH MAPLE TREE.
 LX3109'STATION SKYLINE IS SOUTHEAST OF STATION, A STANDARD CGS
 LX3109'TRIANGULATION STATION DISK STAMPED SKYLINE 1940, SET INTO
 LX3109'THE TOP OF A SQUARE CONCRETE POST WHICH IS RECESSED 10 INCHES
 LX3109'BELOW THE SURFACE OF THE GROUND. NO UNDERGROUND
 LX3109'MARK WAS MENTIONED IN THE ORIGINAL 1940 DESCRIPTION. IT IS LOCATED
 LX3109'112.5 FEET EAST OF THE EAST CORNER OF A HOUSE, 68.5 FEET NORTH OF
 LX3109'POWER POLE NUMBER 1256, 31 FEET NORTHEAST OF THE CENTER LINE OF A
 LX3109'BITUMINOUS DRIVEWAY AND 24 FEET NORTHWEST OF THE CENTERLINE OF
 LX3109'CT ROUTE 66.
 LX3109'RM 2 IS SOUTHWEST OF STATION, A STANDARD CGS REFERENCE
 LX3109'MARK DISK, STAMPED SKYLINE 1940  NO. 2, SET INTO A ROCK
 LX3109'OUTCROP WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS
 LX3109'LOCATED 95 FEET NORTHEAST OF THE EAST CORNER OF A
 LX3109'HOUSE, 15 FEET SOUTHWEST OF AN APPLE TREE STUMP AND 10.5 FEET
 LX3109'SOUTHWEST OF A METAL WITNESS POST.
 LX3109'AZ MK IS NORTHEAST OF STATION, A STANDARD CGS REFERENCE MARK
 LX3109'DISK, STAMPED SKYLINE 1940  AZ MK 1975, SET INTO THE TOP
 LX3109'OF A ROUND CONCRETE POST WHICH PROTRUDES 1 INCH ABOVE THE
 LX3109'SURFACE OF THE GROUND. IT IS LOCATED 76.5 FEET SOUTH OF
 LX3109'POWER POLE NUMBER 1250, 48 FEET SOUTHEAST OF THE CENTER LINE OF
 LX3109'CT ROUTE 66 AND 2 FEET NORTHWEST OF A METAL  WITNESS POST AND
 LX3109'FENCE.
 LX3109'METAL OBJECTS HAVE BEEN IMBEDDED IN THE GROUND NEAR SKYLINE RM 4
 LX3109'TO GIVE POSITIVE READING WHEN USING METAL DETECTOR - 1/92 CTGS
 LX3109'RM 2 FOUND IN GOOD CONDITION. 12/28/98 CTGS/RB
 LX3109'THE POINT WAS SURROUNDED BY MATURE CORN CROP AT THIS TIME. THE
 LX3109'CONCRETE WAS SLIGHTLY CHIPPED AWAY AT THE SOUTH SIDE OF
 LX3109'MONUMENT. 8/30/00 CTGS/DMC
 LX3109' 
 LX3109' 
 LX3109'
 LX3109
 LX3109                          STATION RECOVERY (2001)
 LX3109
 LX3109'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX3109'RECOVERED IN GOOD CONDITION.
 LX3109
 LX3109                          STATION RECOVERY (2005)
 LX3109
 LX3109'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX3109'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4764 ***********************************************************************
 LX4764  DESIGNATION -  SLATER MEMORIAL SPIRE
 LX4764  PID         -  LX4764
 LX4764  STATE/COUNTY-  CT/NEW LONDON
 LX4764  USGS QUAD   -  NORWICH (1983)
 LX4764
 LX4764                         *CURRENT SURVEY CONTROL
 LX4764  ___________________________________________________________________
 LX4764* NAD 83(1996)-  41 32 10.80676(N)    072 04 52.90001(W)     ADJUSTED  
 LX4764* NAVD 88     -                                                        
 LX4764  ___________________________________________________________________
 LX4764  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LX4764  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX4764
 LX4764  HORZ ORDER  -  THIRD
 LX4764
 LX4764.The horizontal coordinates were established by classical geodetic methods
 LX4764.and adjusted by the National Geodetic Survey in August 1998..
 LX4764
 LX4764
 LX4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4764
 LX4764.The geoid height was determined by GEOID03.
 LX4764
 LX4764;                    North         East     Units Scale Factor Converg.
 LX4764;SPC CT       -   230,690.405   360,596.680   MT  0.99998314   +0 26 36.1
 LX4764;SPC CT       -   756,856.77  1,183,057.61   sFT  0.99998314   +0 26 36.1
 LX4764;UTM  18      - 4,602,412.073   743,474.363   MT  1.00032957   +1 56 10.6
 LX4764;UTM  19      - 4,602,883.857   242,949.711   MT  1.00041321   -2 02 39.7
 LX4764
 LX4764                          SUPERSEDED SURVEY CONTROL
 LX4764
 LX4764  NAD 83(1992)-  41 32 10.80582(N)    072 04 52.89937(W) AD(       ) 4
 LX4764  NAD 83(1986)-  41 32 10.80662(N)    072 04 52.90148(W) AD(       ) 4
 LX4764  NAD 27      -  41 32 10.45000(N)    072 04 54.62000(W) AD(       ) 3
 LX4764
 LX4764.Superseded values are not recommended for survey control.
 LX4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4764.See file dsdata.txt to determine how the superseded data were derived.
 LX4764
 LX4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4347402412(NAD 83)
 LX4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4764+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 LX4764
 LX4764  HISTORY     - Date     Condition        Report By
 LX4764  HISTORY     - 1934     MONUMENTED       CGS
 LX4764  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4764  HISTORY     - 1985     GOOD             USPSQD
 LX4764  HISTORY     - 20030621 GOOD             USPSQD
 LX4764
 LX4764                          STATION DESCRIPTION
 LX4764
 LX4764'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4764'THE SLATER MEMORIAL BUILDING OF THE NORWICH ACADEMY IS E OF
 LX4764'CHELSEA PARK AND ON THE E SIDE OF CRESCENT STREET JUST S OF
 LX4764'WHERE IT JOINS BROADWAY.  IT IS AN OLD BROWN BRICK BUILDING
 LX4764'ERECTED IN 1885.  THE SPIRE IS ON THE TURRET AT THE NORTHWESTERLY
 LX4764'CORNER.  UNDERNEATH THE SPIRE, IN THE TURRET IS AN OBSERVATION
 LX4764'ROOM, THE SPIRE IS CONICAL AND COVERED WITH DARK SLATE SHINGLES.
 LX4764'
 LX4764'THE STATION IS THE APEX OF THE SPIRE JUST BELOW THE WEATHER
 LX4764'VANE.  HEIGHT ABOUT 100 FEET.
 LX4764
 LX4764                          STATION RECOVERY (1961)
 LX4764
 LX4764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4764'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX4764'G.C.M. IN 1934.
 LX4764
 LX4764                          STATION RECOVERY (1985)
 LX4764
 LX4764'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX4764'SLATER MEMORIAL SPIRE - GOOD AS DESCRIBED BY GCM IN 1934.
 LX4764
 LX4764                          STATION RECOVERY (2003)
 LX4764
 LX4764'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX4764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5111 ***********************************************************************
 LX5111  DESIGNATION -  SMITH
 LX5111  PID         -  LX5111
 LX5111  STATE/COUNTY-  CT/NEW LONDON
 LX5111  USGS QUAD   -  UNCASVILLE (1984)
 LX5111
 LX5111                         *CURRENT SURVEY CONTROL
 LX5111  ___________________________________________________________________
 LX5111* NAD 83(1996)-  41 27 47.88106(N)    072 04 35.47914(W)     ADJUSTED  
 LX5111* NAVD 88     -        50.     (meters)     164.     (feet)  SCALED    
 LX5111  ___________________________________________________________________
 LX5111  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX5111  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX5111
 LX5111  HORZ ORDER  -  THIRD
 LX5111
 LX5111.The horizontal coordinates were established by classical geodetic methods
 LX5111.and adjusted by the National Geodetic Survey in August 1998..
 LX5111
 LX5111.The orthometric height was scaled from a topographic map.
 LX5111
 LX5111.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5111
 LX5111.The geoid height was determined by GEOID03.
 LX5111
 LX5111;                    North         East     Units Scale Factor Converg.
 LX5111;SPC CT       -   222,582.402   361,063.703   MT  0.99998389   +0 26 47.6
 LX5111;SPC CT       -   730,255.76  1,184,589.83   sFT  0.99998389   +0 26 47.6
 LX5111;UTM  18      - 4,594,316.156   744,152.510   MT  1.00033366   +1 56 12.1
 LX5111;UTM  19      - 4,594,759.741   243,064.624   MT  1.00041250   -2 02 17.5
 LX5111
 LX5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5111!SPC CT       -   0.99999697  x   0.99998389  =   0.99998086
 LX5111!UTM  18      -   0.99999697  x   1.00033366  =   1.00033063
 LX5111!UTM  19      -   0.99999697  x   1.00041250  =   1.00040947
 LX5111
 LX5111:                Primary Azimuth Mark                     Grid Az
 LX5111:SPC CT       -  EASTER POINT                             011 07 08.5
 LX5111:UTM  18      -  EASTER POINT                             009 37 44.0
 LX5111:UTM  19      -  EASTER POINT                             013 36 13.6
 LX5111
 LX5111|---------------------------------------------------------------------|
 LX5111| PID    Reference Object                     Distance      Geod. Az  |
 LX5111|                                                           dddmmss.s |
 LX5111| LX5116 EASTER POINT                        APPROX. 0.9 KM 0113356.1 |
 LX5111| LX5118 MOHEGAN DIKE LIGHT 14               APPROX. 1.7 KM 0121921.2 |
 LX5111| LX5120 WALDENS ISLAND LIGHT 12             APPROX. 0.9 KM 0513316.4 |
 LX5111| LX5124 PATRIDGES CHIMNEY                   APPROX. 1.1 KM 0562344.5 |
 LX5111| LX5129 HOLMBURGS CHIMNEY                   APPROX. 1.8 KM 0700659.2 |
 LX5111| LX5128 PERCIVALS BARN GABLE                APPROX. 1.5 KM 0833907.6 |
 LX5111| LX5121 STODDARDS OLD DOCK LIGHT 10         APPROX. 0.8 KM 1112021.5 |
 LX5111| CZ7936 SMITH RM 1                           14.980 METERS 14522     |
 LX5111| LX5117 LONG REACH UPPER LIGHT 9            APPROX. 1.2 KM 1673705.2 |
 LX5111| LX5104 LONG REACH LOWER LIGHT 8            APPROX. 1.7 KM 1961608.4 |
 LX5111| LX5097 TRANSMISSION TOWER                  APPROX. 3.1 KM 1975147.1 |
 LX5111| CZ7937 SMITH RM 2                           11.350 METERS 27655     |
 LX5111|---------------------------------------------------------------------|
 LX5111
 LX5111                          SUPERSEDED SURVEY CONTROL
 LX5111
 LX5111  NAD 83(1992)-  41 27 47.88001(N)    072 04 35.47846(W) AD(       ) 3
 LX5111  NAD 83(1986)-  41 27 47.88082(N)    072 04 35.48130(W) AD(       ) 3
 LX5111  NAD 27      -  41 27 47.53000(N)    072 04 37.19500(W) AD(       ) 3
 LX5111
 LX5111.Superseded values are not recommended for survey control.
 LX5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5111.See file dsdata.txt to determine how the superseded data were derived.
 LX5111
 LX5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4415394316(NAD 83)
 LX5111_MARKER: DS = TRIANGULATION STATION DISK
 LX5111_SETTING: 66 = SET IN ROCK OUTCROP
 LX5111_SP_SET: SET IN A ROCK LEDGE
 LX5111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5111+STABILITY: POSITION/ELEVATION WELL
 LX5111
 LX5111  HISTORY     - Date     Condition        Report By
 LX5111  HISTORY     - 1934     MONUMENTED       CGS
 LX5111  HISTORY     - 1971     GOOD             CTDT
 LX5111  HISTORY     - 1984     GOOD             USPSQD
 LX5111
 LX5111                          STATION DESCRIPTION
 LX5111
 LX5111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5111'THE STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY
 LX5111'NO.32 AND FORT SHANTOK ROAD, GO 2.6 MILES ON FORT SHANTOK ROAD
 LX5111'THEN W TO THE TOP OF A VERY STEEP ROCK HILL.  THE STATION IS ON THE
 LX5111'NORTHERLY OF THE 2 HILLS WHICH ARE ABOUT 500 FEET APART.  THE
 LX5111'STATION IS MARKED BY A STANDARD DISK SET IN THE LEDGE FARTHEST N
 LX5111'AND JUST E OF THE HIGHEST PART OF THE HILL AND 60 METERS W OF
 LX5111'THE ROCK BLUFF.
 LX5111'
 LX5111'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN LEDGES
 LX5111'SE AND W OF THE STATION RESPECTIVELY.
 LX5111'
 LX5111'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5111
 LX5111                          STATION RECOVERY (1971)
 LX5111
 LX5111'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5111'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5111'REACH FROM THE INTERSECTION OF ROUTE 32 AND FORT SHANTOK ROAD, GO
 LX5111'SOUTHEAST ON FORT SHANTOK ROAD FOR 2.3 MILE TO A 1-1/2 STORY
 LX5111'FRAME HOUSE OWNED BY J. RODGER.  THE STATION IS ABOUT 1000 FEET
 LX5111'NORTHWEST OF THE RODGER HOUSE.
 LX5111
 LX5111                          STATION RECOVERY (1984)
 LX5111
 LX5111'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5111'SMITH 1934 FOUND GOOD.
 LX5111'SMITH 1934 RM 1 FOUND GOOD.
 LX5111'SMITH 1934 RM 2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6864 ***********************************************************************
 LX6864  DESIGNATION -  SMITH RESET
 LX6864  PID         -  LX6864
 LX6864  STATE/COUNTY-  CT/MIDDLESEX
 LX6864  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6864
 LX6864                         *CURRENT SURVEY CONTROL
 LX6864  ___________________________________________________________________
 LX6864* NAD 83(1996)-  41 30 31.92633(N)    072 30 53.74146(W)     ADJUSTED  
 LX6864* NAVD 88     -       143.3    (meters)     470.     (feet)  VERTCON   
 LX6864  ___________________________________________________________________
 LX6864  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 LX6864  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX6864
 LX6864  HORZ ORDER  -  FIRST
 LX6864
 LX6864.The horizontal coordinates were established by classical geodetic methods
 LX6864.and adjusted by the National Geodetic Survey in August 1998..
 LX6864
 LX6864.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6864
 LX6864.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6864
 LX6864.The geoid height was determined by GEOID03.
 LX6864
 LX6864;                    North         East     Units Scale Factor Converg.
 LX6864;SPC CT       -   227,450.705   324,425.174   MT  0.99998323   +0 09 21.1
 LX6864;SPC CT       -   746,227.85  1,064,384.93   sFT  0.99998323   +0 09 21.1
 LX6864;UTM  18      - 4,598,230.472   707,390.705   MT  1.00012933   +1 38 51.1
 LX6864
 LX6864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6864!SPC CT       -   0.99998220  x   0.99998323  =   0.99996543
 LX6864!UTM  18      -   0.99998220  x   1.00012933  =   1.00011153
 LX6864
 LX6864:                Primary Azimuth Mark                     Grid Az
 LX6864:SPC CT       -  E HAMPTON ST PATRICKS CH SPIRE           002 18 26.2
 LX6864:UTM  18      -  E HAMPTON ST PATRICKS CH SPIRE           000 48 56.2
 LX6864
 LX6864|---------------------------------------------------------------------|
 LX6864| PID    Reference Object                     Distance      Geod. Az  |
 LX6864|                                                           dddmmss.s |
 LX6864| LX6858 E HAMPTON ST PATRICKS CH SPIRE      APPROX. 7.8 KM 0022747.3 |
 LX6864| LX4899 ROBERTS                             APPROX. 4.3 KM 0205733.6 |
 LX6864| CZ7934 SMITH RM 1                           40.788 METERS 02606     |
 LX6864| LX6936 SMITH RM 2                          174.918 METERS 07428     |
 LX6864| LX6937 SMITH RM 2 A PT                     168.611 METERS 07638     |
 LX6864| CZ7935 SMITH RM 3                           37.212 METERS 14745     |
 LX6864| LX6131 HIGGANUM ST PETERS RC CHURCH        APPROX. 3.2 KM 2482243.3 |
 LX6864| LX6143 HIGGANUM CONG CHURCH BELFRY         APPROX. 3.6 KM 2492610.7 |
 LX6864| LX6114 HIGGANUM METHODIST CHURCH           APPROX. 4.2 KM 2540437.7 |
 LX6864|---------------------------------------------------------------------|
 LX6864
 LX6864                          SUPERSEDED SURVEY CONTROL
 LX6864
 LX6864  NAD 83(1992)-  41 30 31.92561(N)    072 30 53.74132(W) AD(       ) 1
 LX6864  NAD 83(1986)-  41 30 31.92743(N)    072 30 53.74368(W) AD(       ) 1
 LX6864  NAD 27      -  41 30 31.57007(N)    072 30 55.42476(W) AD(       ) 1
 LX6864  NGVD 29 (07/19/86)  143.6    (m)          471.     (f) VERT ANG       
 LX6864
 LX6864.Superseded values are not recommended for survey control.
 LX6864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6864.See file dsdata.txt to determine how the superseded data were derived.
 LX6864
 LX6864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0739198230(NAD 83)
 LX6864
 LX6864  HISTORY     - Date     Condition        Report By
 LX6864  HISTORY     - 1862     MONUMENTED       CGS
 LX6864  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6864  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX6864  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6864
 LX6864                          STATION DESCRIPTION
 LX6864
 LX6864'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (WSE)
 LX6864'ON A HILL ON HADDAM NECK, ABOUT 1/2 MILE N OF HADDAM NECK
 LX6864'METHODIST CHURCH, ON LAND OWNED BY I.C. SMITH.  THE FOOT OF THE
 LX6864'SIGNAL POLE RESTS IN A HOLE DRILLED IN THE ROCK AND IS
 LX6864'SECURED WITH CEMENT.  A CIRCULAR WALL OF STONES ABOUT 2
 LX6864'FEET HIGH WAS BUILT AROUND THE STATION, AND THE INCLUDED
 LX6864'SPACE FILLED WITH SAND.  A TRIANGLE OUT IN A CHESTNUT TREE
 LX6864'W OF STATION WAS DISTANT 95 FEET.
 LX6864
 LX6864                          STATION RECOVERY (1934)
 LX6864
 LX6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6864'STATION WAS RECOVERED AS DESCRIBED.  THE WALL OF STONES MENTIONED
 LX6864'IN THE ORIGINAL DESCRIPTION WAS STILL IN PLACE.  THE LOCATION OF THE
 LX6864'STATION IS NOW THE PROPERTY OF CAPTAIN O. NILSEN, ON THE HIGHEST
 LX6864'PART OF HADDAM NECK.  IT IS REACHED FROM COBALT FOUR CORNERS AS
 LX6864'FOLLOWS--TURN TO THE SOUTHWARD ON THE ROAD TO MOODUS AND HADDAM
 LX6864'NECK (ROUTE 151) GO 3.4 MILES TO ROCK LANDING ROAD.  TURN RIGHT, GO
 LX6864'1.0 MILE TO HIGH STREET.  BEAR LEFT AND GO 0.15 MILE TO THE
 LX6864'RESIDENCE OF CAPTAIN NILSEN.  THE STATION BEARS S 70 DEG W
 LX6864'(MAGNETIC) FROM THIS HOUSE AND IS APPROXIMATELY 200 METERS
 LX6864'FROM THE HIGHWAY.  THE STATION IS 3.3 METERS W OF
 LX6864'THE THIRD STONE WALL, PARALLEL TO THE HIGHWAY, BEHIND NILSENS
 LX6864'HOUSE, A FENCE CORNER BEARS S 10 DEG E (MAGNETIC) AND IS
 LX6864'68.5 METERS DISTANT.  THE REMAINS OF THE CHESTNUT TREE
 LX6864'MENTIONED IN THE ORIGINAL DESCRIPTION BEARS S 80 DEG
 LX6864'W (MAGNETIC) AND IS 29.1 METERS DISTANT.  THE RESIDENCE
 LX6864'OF T.J. SELDEN BEARS N 20 DEG W (MAGNETIC) AND IS APPROXIMATELY
 LX6864'220 METERS DISTANT.  THE STATION WAS RE-MARKED.  A
 LX6864'STANDARD DISK WAS CONCRETED IN THE ORIGINAL DRILL HOLE
 LX6864'FOR A SUB-SURFACE MARK, WITH A STANDARD DISK IN CONCRETE
 LX6864'POST FOR A SURFACE MARK.
 LX6864'
 LX6864'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX6864'DESCRIBED IN NOTE 1A.  UNDERGROUND MARK IS A STANDARD BRONZE
 LX6864'DISK WEDGED IN A DRILL HOLE IN BEDROCK AS DESCRIBED IN NOTE
 LX6864'8A.  REFERENCE MARK NOS. 1, 2 , AND 3 ARE STANDARD BRONZE DISKS
 LX6864'SET IN A BOULDER AS DESCRIBED IN NOTES 12C.
 LX6864'
 LX6864'REFERENCE MARK NO. 1 IS IN A SMALL OUTCROPPING BOULDER ABOUT
 LX6864'MIDWAY OF THE FIRST FIELD EASTERLY OF THE STATION.  IT
 LX6864'BEARS N 40 DEG E (MAGNETIC).
 LX6864'
 LX6864'REFERENCE MARK NO. 2 IS IN A FLAT EMBEDDED BOULDER IN THE
 LX6864'FIRST FIELD S OF NILSENS HOUSE.  THE SW CORNER OF A ONE ROOM
 LX6864'HOUSE BEARS N 65 DEG E (MAGNETIC) AND IS 12.6 METERS
 LX6864'DISTANT.  THE REFERENCE MARK BEARS E (MAGNETIC).
 LX6864'
 LX6864'REFERENCE MARK NO. 3 IS IN THE SAME FIELD AS REFERENCE MARK
 LX6864'NO. 1 AND IS 2.9 METERS E OF THE W BOUNDARY FENCE, IN LARGEST
 LX6864'BOULDER IN FIELD, BEARING S 20 DEG E (MAGNETIC).
 LX6864'
 LX6864'HEIGHT OF LIGHT ABOVE STATION MARK 21 METERS.
 LX6864
 LX6864                          STATION RECOVERY (1968)
 LX6864
 LX6864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX6864'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 LX6864'DESCRIBED BY G.C.M. IN 1934 WITH THE FOLLOWING CHANGES.  HIGH
 LX6864'STREET IS NOW CALLED QUARRY HILL ROAD.  THE PROPERTY ON
 LX6864'WHICH THE STATION IS LOCATED IS NOW OWNED BY MARGARET HINDLE.
 LX6864
 LX6864                          STATION RECOVERY (1976)
 LX6864
 LX6864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6864'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND
 LX6864'REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION.  THE
 LX6864'DIRECTIONS TO THE REFERENCE MARKS CHECKED THE 1934
 LX6864'OBSERVATIONS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE
 LX6864'SHORTER BY 0.060 OF A METER AND THE DISTANCE TO REFERENCE MARK
 LX6864'3 WAS FOUND TO BE SHORTER BY 0.048 OF A METER.  A NEW AND
 LX6864'
 LX6864'THE STATION IS ABOUT 4-3/4 MILES NORTHWEST OF EAST HADDAM, 3
 LX6864'1/2 MILES WEST OF MOODUS, 1 MILE NORTHEAST OF THE CONNECTICUT
 LX6864'RIVER AND ON THE PROPERTY OF MRS. CECIL HINDLE, RFD 1, BOX 93,
 LX6864'EAST HAMPTON, CONNECTICUT 06424.  HER TELEPHONE NUMBER IS
 LX6864'267-2870.
 LX6864'
 LX6864'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 LX6864'CONNECTICUT RIVER IN EAST HADDAM, GO NORTH ON STATE HIGHWAYS 82
 LX6864'AND 149 FOR 0.1 MILE TO A FORK WHERE STATE HIGHWAY 149 TURNS
 LX6864'LEFT AND STATE HIGHWAY 82 CONTINUES STRAIGHT AHEAD.  TURN
 LX6864'LEFT AND GO NORTH ON HIGHWAY 149 FOR 3.15 MILES TO THE JUNCTION
 LX6864'OF STATE HIGHWAY 151.  TURN LEFT AND GO NORTH ON HIGHWAY 151
 LX6864'FOR 2.15 MILES TO THE JUNCTION OF STATE HIGHWAY 196 ON THE
 LX6864'RIGHT.  CONTINUE NORTH ON HIGHWAY 151 FOR 2.2 MILES TO A
 LX6864'REVERSE FORK ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 LX6864'HADDAM NECK ROAD FOR 1.0 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 LX6864'AND GO SOUTH ON QUARRY HILL ROAD FOR 0.15 MILE TO A POLE
 LX6864'GATE ON THE RIGHT.  (TO REACH REFERENCE MARK 2 FROM HERE,
 LX6864'CONTINUE SOUTH ON QUARRY HILL ROAD FOR 0.05 MILE TO THE HOME
 LX6864'OF MR. WALTER SMITH ON THE RIGHT AND THE MARK IN THE BACK
 LX6864'YARD.) TURN RIGHT, PASSING THROUGH THE GATE, AND GO
 LX6864'WEST ON A FIELD ROAD FOR 0.15 TO THE STATION AS DESCRIBED.
 LX6864'THE STATION MARKS ARE STANDARD
 LX6864'DISKS STAMPED---SMITH 1862 1934 ---.  THE SURFACE MARK IS SET
 LX6864'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LX6864'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE AAD THE
 LX6864'UNDERGROUND MARK IS CEMENTED IN A DRILL HOLE IN BEDROCK.
 LX6864'THEY ARE 20 FEET NORTHWEST OF A 30-INCH BLAZED TREE,
 LX6864'17.8 FEET NORTHWEST OF A METAL WITNESS POST AND 11 FEET
 LX6864'WEST OF A ROCK FENCE.
 LX6864'
 LX6864'REFERENCE MARK 1, STAMPED---SMITH NO 1 1862 1934---, IS A
 LX6864'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF 3 FOOT
 LX6864'BOULDER WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND
 LX6864'SURFACE.  IT IS 110 FEET WEST OF A ROCK FENCE, 36 FEET NORTH OF
 LX6864'A 35 INCH TREE AND 31 FEET NORTHWEST OF A PAIR OF SMALL SPRUCE
 LX6864'TREES.
 LX6864'
 LX6864'REFERENCE MARK 2, STAMPED---SMITH NO 2 1862 1934---, IS A
 LX6864'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF BOULDER
 LX6864'WHICH IS 3 FEET IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE
 LX6864'THE GROUND SURFACE.  IT IS 38.5 FEET NORTHWEST OF THE NORTHWEST
 LX6864'CORNER OF A HOUSE, 17.5 FEET NORTHEAST OF THE NORTHEAST
 LX6864'CORNER OF A SHED AND 8.5 FEET SOUTH OF A 30 INCH PINE TREE.
 LX6864'
 LX6864'REFERENCE MARK 3, STAMPED---SMITH NO 3 1862 1934---, IS A
 LX6864'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 6 BY 8
 LX6864'FOOT BOULDER WHICH PROJECTS ABOUT 30 INCHES ABOVE THE GROUND
 LX6864'SURFACE.  IT IS 17 FEET NORTH OF A TWIN TRUNK TREE, 10 FEET
 LX6864'EAST OF A ROCK FENCE AND 5.7 FEET EAST OF A METAL WITNESS POST.
 LX6864'
 LX6864'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARK 1 AND REFERENCE
 LX6864'MARK 3 DUE TO TREES AND BRUSH ON LINE.
 LX6864'
 LX6864'THE HEIGHT OF THE LIGHT SHOWN ABOVE THE STATION MARK WAS 27.4
 LX6864'METERS.
 LX6864'
 LX6864'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5109 ***********************************************************************
 LX5109  DESIGNATION -  SMITHS CHIMNEY
 LX5109  PID         -  LX5109
 LX5109  STATE/COUNTY-  CT/NEW LONDON
 LX5109  USGS QUAD   -  UNCASVILLE (1984)
 LX5109
 LX5109                         *CURRENT SURVEY CONTROL
 LX5109  ___________________________________________________________________
 LX5109* NAD 83(1996)-  41 27 38.76209(N)    072 04 38.40381(W)     ADJUSTED  
 LX5109* NAVD 88     -                                                        
 LX5109  ___________________________________________________________________
 LX5109  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX5109  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5109
 LX5109  HORZ ORDER  -  THIRD
 LX5109
 LX5109.The horizontal coordinates were established by classical geodetic methods
 LX5109.and adjusted by the National Geodetic Survey in August 1998..
 LX5109
 LX5109
 LX5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5109
 LX5109.The geoid height was determined by GEOID03.
 LX5109
 LX5109;                    North         East     Units Scale Factor Converg.
 LX5109;SPC CT       -   222,300.559   360,998.025   MT  0.99998395   +0 26 45.7
 LX5109;SPC CT       -   729,331.08  1,184,374.35   sFT  0.99998395   +0 26 45.7
 LX5109;UTM  18      - 4,594,032.601   744,094.163   MT  1.00033331   +1 56 09.9
 LX5109;UTM  19      - 4,594,480.890   242,986.755   MT  1.00041299   -2 02 19.1
 LX5109
 LX5109                          SUPERSEDED SURVEY CONTROL
 LX5109
 LX5109  NAD 83(1992)-  41 27 38.76105(N)    072 04 38.40311(W) AD(       ) 4
 LX5109  NAD 83(1986)-  41 27 38.76185(N)    072 04 38.40601(W) AD(       ) 4
 LX5109  NAD 27      -  41 27 38.41000(N)    072 04 40.12000(W) AD(       ) 3
 LX5109
 LX5109.Superseded values are not recommended for survey control.
 LX5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5109.See file dsdata.txt to determine how the superseded data were derived.
 LX5109
 LX5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4409494033(NAD 83)
 LX5109_MARKER: 85 = CHIMNEY
 LX5109
 LX5109  HISTORY     - Date     Condition        Report By
 LX5109  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5109  HISTORY     - 1961     GOOD             CGS
 LX5109  HISTORY     - 1984     GOOD             USPSQD
 LX5109
 LX5109                          STATION DESCRIPTION
 LX5109
 LX5109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5109'MR. SMITHS HOUSE IS ON THE S SIDE OF BOLLES HILL AND N OF THE
 LX5109'ROAD.  THE HOUSE IS A 2 1/2-STORY FRAME BUILDING WITH A GREEN
 LX5109'COMPOSITION ROOF.  THE HOUSE SETS E AND W AND HAS A LONG NARROW
 LX5109'ADDITION AT THE NORTHWESTERLY CORNER.  THE CHIMNEY IS RED BRICK
 LX5109'AND IN THE CENTER OF THE RIDGE POLE.
 LX5109'
 LX5109'THE STATION IS THE CENTER LINE OF THE CHIMNEY.  HEIGHT ABOUT
 LX5109'40 FEET ABOVE GROUND.
 LX5109
 LX5109                          STATION RECOVERY (1961)
 LX5109
 LX5109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5109'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5109'G.C.M. IN 1934.
 LX5109
 LX5109                          STATION RECOVERY (1984)
 LX5109
 LX5109'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5109'SMITHS CHIMNEY 1934 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6105 ***********************************************************************
 LX6105  DESIGNATION -  SMITHS CHIMNEY
 LX6105  PID         -  LX6105
 LX6105  STATE/COUNTY-  CT/MIDDLESEX
 LX6105  USGS QUAD   -  HADDAM (1971)
 LX6105
 LX6105                         *CURRENT SURVEY CONTROL
 LX6105  ___________________________________________________________________
 LX6105* NAD 83(1996)-  41 29 03.33451(N)    072 30 13.68471(W)     ADJUSTED  
 LX6105* NAVD 88     -                                                        
 LX6105  ___________________________________________________________________
 LX6105  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 LX6105  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6105
 LX6105  HORZ ORDER  -  THIRD
 LX6105
 LX6105.The horizontal coordinates were established by classical geodetic methods
 LX6105.and adjusted by the National Geodetic Survey in August 1998..
 LX6105
 LX6105
 LX6105.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6105
 LX6105.The geoid height was determined by GEOID03.
 LX6105
 LX6105;                    North         East     Units Scale Factor Converg.
 LX6105;SPC CT       -   224,720.204   325,361.867   MT  0.99998351   +0 09 47.7
 LX6105;SPC CT       -   737,269.54  1,067,458.06   sFT  0.99998351   +0 09 47.7
 LX6105;UTM  18      - 4,595,524.871   708,398.290   MT  1.00013449   +1 39 14.8
 LX6105
 LX6105                          SUPERSEDED SURVEY CONTROL
 LX6105
 LX6105  NAD 83(1992)-  41 29 03.33376(N)    072 30 13.68456(W) AD(       ) 4
 LX6105  NAD 83(1986)-  41 29 03.33558(N)    072 30 13.68700(W) AD(       ) 4
 LX6105  NAD 27      -  41 29 02.97700(N)    072 30 15.38300(W) AD(       ) 3
 LX6105
 LX6105.Superseded values are not recommended for survey control.
 LX6105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6105.See file dsdata.txt to determine how the superseded data were derived.
 LX6105
 LX6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0839895525(NAD 83)
 LX6105
 LX6105  HISTORY     - Date     Condition        Report By
 LX6105  HISTORY     - 1934     MONUMENTED       CGS
 LX6105  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6105  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 LX6105
 LX6105                          STATION DESCRIPTION
 LX6105
 LX6105'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6105'THIS STATION IS ON THE LARGE WHITE HOUSE AT THE HEAD OF THE
 LX6105'HADDAM NECK MEADOWS.  THIS HOUSE IS THE ORIGINAL HOMESTEAD OF
 LX6105'THE SMITHS FROM WHOM SMITHS LANDING TAKES ITS NAME.  IT IS NOW
 LX6105'THE PROPERTY OF JENNIE PHELPS.
 LX6105'
 LX6105'THE HOUSE IS TWO STORIES HIGH AND FACES THE SOUTHWARD.  ON
 LX6105'BOTH THE N AND S SIDES OF THE HOUSE ARE RETAINING WALLS, OF
 LX6105'NATIVE STONE SLABS, ABOUT 3 FEET HIGH.
 LX6105'
 LX6105'THE CHIMNEY IS BUILT OF RED-BRICK AND LOCATED IN THE MIDDLE
 LX6105'OF THE SHINGLED ROOF.
 LX6105'
 LX6105'CENTER IS THE CENTER LINE OF THE CHIMNEY.
 LX6105
 LX6105                          STATION RECOVERY (1948)
 LX6105
 LX6105'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6105'STATION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE WITH ONE
 LX6105'EXCEPTION--
 LX6105'
 LX6105'PROPERTY IS NOW OWNED BY COLONEL FRANK SHORT.
 LX6105
 LX6105                          STATION RECOVERY (1997)
 LX6105
 LX6105'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3459 ***********************************************************************
 LW3459  DESIGNATION -  SNODGRASS
 LW3459  PID         -  LW3459
 LW3459  STATE/COUNTY-  CT/NEW LONDON
 LW3459  USGS QUAD   -  OLD MYSTIC (1983)
 LW3459
 LW3459                         *CURRENT SURVEY CONTROL
 LW3459  ___________________________________________________________________
 LW3459* NAD 83(1996)-  41 24 55.06599(N)    071 59 04.91668(W)     ADJUSTED  
 LW3459* NAVD 88     -        96.7    (meters)     317.     (feet)  VERTCON   
 LW3459  ___________________________________________________________________
 LW3459  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 LW3459  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LW3459
 LW3459  HORZ ORDER  -  SECOND
 LW3459
 LW3459.The horizontal coordinates were established by classical geodetic methods
 LW3459.and adjusted by the National Geodetic Survey in August 1998..
 LW3459
 LW3459.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3459
 LW3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3459
 LW3459.The geoid height was determined by GEOID03.
 LW3459
 LW3459;                    North         East     Units Scale Factor Converg.
 LW3459;SPC CT       -   217,315.096   368,781.717   MT  0.99998526   +0 30 26.8
 LW3459;SPC CT       -   712,974.61  1,209,911.35   sFT  0.99998526   +0 30 26.8
 LW3459;UTM  19      - 4,589,160.643   250,550.145   MT  1.00036585   -1 58 31.6
 LW3459;UTM  18      - 4,589,249.321   752,007.738   MT  1.00038164   +1 59 44.5
 LW3459
 LW3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3459!SPC CT       -   0.99998961  x   0.99998526  =   0.99997487
 LW3459!UTM  19      -   0.99998961  x   1.00036585  =   1.00035546
 LW3459!UTM  18      -   0.99998961  x   1.00038164  =   1.00037125
 LW3459
 LW3459:                Primary Azimuth Mark                     Grid Az
 LW3459:SPC CT       -  OLLIE                                    038 04 40.2
 LW3459:UTM  19      -  OLLIE                                    040 33 38.6
 LW3459:UTM  18      -  OLLIE                                    036 35 22.5
 LW3459
 LW3459|---------------------------------------------------------------------|
 LW3459| PID    Reference Object                     Distance      Geod. Az  |
 LW3459|                                                           dddmmss.s |
 LW3459| LW3475 OLLIE                               APPROX. 0.8 KM 0383507.0 |
 LW3459| CB8537 SNODGRASS AZ MK                                    1052748.3 |
 LW3459| CB7185 987 X                                              1301632.1 |
 LW3459| CB8538 SNODGRASS RM 1                       25.497 METERS 22427     |
 LW3459| LW3478 SNODGRASS 1941 A PT                  20.495 METERS 27313     |
 LW3459| CB7184 2105                                               2941831.6 |
 LW3459| CB8539 SNODGRASS RM 2                       27.178 METERS 32937     |
 LW3459|---------------------------------------------------------------------|
 LW3459
 LW3459                          SUPERSEDED SURVEY CONTROL
 LW3459
 LW3459  NAD 83(1992)-  41 24 55.06483(N)    071 59 04.91592(W) AD(       ) 2
 LW3459  NAD 83(1986)-  41 24 55.06510(N)    071 59 04.91897(W) AD(       ) 2
 LW3459  NAD 27      -  41 24 54.71251(N)    071 59 06.65037(W) AD(       ) 2
 LW3459  NGVD 29 (07/19/86)   97.0    (m)          318.     (f) VERT ANG       
 LW3459
 LW3459.Superseded values are not recommended for survey control.
 LW3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3459.See file dsdata.txt to determine how the superseded data were derived.
 LW3459
 LW3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5055089161(NAD 83)
 LW3459_MARKER: DS = TRIANGULATION STATION DISK
 LW3459_SETTING: 66 = SET IN ROCK OUTCROP
 LW3459_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3459+STABILITY: POSITION/ELEVATION WELL
 LW3459
 LW3459  HISTORY     - Date     Condition        Report By
 LW3459  HISTORY     - 1941     MONUMENTED       CTGS
 LW3459  HISTORY     - 1971     GOOD             CTGS
 LW3459  HISTORY     - 1975     GOOD             NGS
 LW3459  HISTORY     - 1988     GOOD             USPSQD
 LW3459  HISTORY     - 19900823 MARK NOT FOUND   USPSQD
 LW3459
 LW3459                          STATION DESCRIPTION
 LW3459
 LW3459'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1941
 LW3459'STATION IS A STANDARD DISK STAMPED SNODGRASS 1941 CEMENTED IN A
 LW3459'DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET BY 1-1/2 FEET AND 3
 LW3459'INCHES HIGH, 220 FEET SOUTH OF THE SNODGRASS HOUSE (2-1/2-STORY
 LW3459'WHITE FRAME) IN THE TOWN OF LEDYARD IN THE QUAKER SECTION, ABOUT
 LW3459'7 MILES NE OF NEW LONDON.
 LW3459'
 LW3459'TO REACH FROM THE INTERSECTION OF ROUTES 169 AND 84 IN OLD
 LW3459'MYSTIC, GO WEST ON ROUTE 84 0.8 MILE TO BURNETTS CORNER.  TURN
 LW3459'RIGHT (N) ON TAR ROAD AND CONTINUE NORTH 0.7 MILE TO END OF TAR
 LW3459'ROAD.  CONTINUE NORTH ON DIRT ROAD 1.2 MILES TO CROSS ROADS AND
 LW3459'STATION 225 FEET NNW OF HERE.
 LW3459'
 LW3459'AZIMUTH MARK IS A STANDARD DISK STAMPED SNODGRASS - 1941
 LW3459'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK 3-1/2 FEET IN
 LW3459'DIAMETER AND 3 FEET HIGH SITUATED IN NE CORNER OF LARGE PASTURE
 LW3459'LOT 50 FEET SOUTH OF E-W WALL JUST WEST OF WOODS, ABOUT 600 FEET
 LW3459'EAST OF STATION.
 LW3459'
 LW3459'R.M. 1 IS A STANDARD DISK STAMPED SNODGRASS - 1941 - NO. 1
 LW3459'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET IN
 LW3459'DIAMETER AND 1/2-FOOT HIGH, 300 FEET SOUTH OF HOUSE AND 70 FEET
 LW3459'WEST OF N-S ROAD, 83.80 FEET SW OF STATION.
 LW3459'
 LW3459'R.M. 2 IS A STANDARD DISK STAMPED SNODGRASS - 1941 - NO. 2
 LW3459'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET BY 1
 LW3459'FOOT AND 3 INCHES HIGH, 150 FEET SOUTH OF HOUSE, 60 FEET WEST
 LW3459'OF A BARWAY, AND 89.18 FEET NNW OF STATION.
 LW3459'
 LW3459'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 LW3459
 LW3459                          STATION RECOVERY (1971)
 LW3459
 LW3459'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LW3459'TO REACH THE STATION FROM LEDYARD AT THE INTERSECTION OF ROUTE
 LW3459'12 AND ROUTE 214 (STODDARDS WHARF ROAD), GO EAST ON ROUTE 214
 LW3459'FOR 2.9 MILES TO ROUTE 117 (CENTER GROTON ROAD) GO SOUTH ON
 LW3459'ROUTE 117 FOR 2.6 MILES TO LAMBTOWN ROAD, TURN LEFT, EAST AND
 LW3459'GO 2.2 MILES TO PUMPKIN HILL ROAD, THEN GO LEFT NORTH FOR 230
 LW3459'FEET TO STATION SNODGRASS, 43 FEET WEST OF THE CENTER LINE OF
 LW3459'PUMPKIN HILL ROAD.
 LW3459'
 LW3459'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LW3459
 LW3459                          STATION RECOVERY (1975)
 LW3459
 LW3459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3459'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LW3459'WERE RECOVERED IN GOOD CONDITION.  THE ANGLE BETWEEN THE
 LW3459'REFERENCE MARKS CHECKED WITH THE 1941 DATA.  THE DISTANCE TO
 LW3459'REFERENCE MARK 1 WAS FOUND SHORTER BY 0.14 FOOT.  THE DISTANCE TO
 LW3459'REFERENCE MARK 2 CHECKED.  THE LINE OF SIGHT TO THE AZIMUTH MARK
 LW3459'WAS BLOCKED BY TREES.  DUE TO CHANGES A COMPLETE NEW DESCRIPTION
 LW3459'FOLLOWS.
 LW3459'
 LW3459'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF GROTON,
 LW3459'4-1/2 MILES NORTH OF MYSTIC AND 3 MILES SOUTHEAST OF LEDYARD
 LW3459'CENTER.  IT IS ON PROPERTY OWNED BY MRS. CONSTANCE PIKE, 320
 LW3459'EAST 72ND STREET, NEW YORK, NEW YORK, PHONE NUMBER 212-472-8604.
 LW3459'
 LW3459'TO REACH THE STATION FROM THE POST OFFICE IN LEDYARD CENTER, GO
 LW3459'SOUTH AND EAST ON STATE HIGHWAY 117 FOR 0.3 MILES TO WHERE
 LW3459'HIGHWAY 117 TURNS RIGHT.  CONTINUE EASTERLY ON COL. LEDYARD
 LW3459'HIGHWAY FOR 0.8 MILE TO GALLUP HILL ROAD ON THE LEFT.  TURN LEFT
 LW3459'AND GO EAST ON GALLUP HILL ROAD FOR 0.3 MILE TO A TEE ROAD, JUST
 LW3459'PAST THE LEDYARD HIGH SCHOOL.  TURN RIGHT AND GO SOUTHEAST ON
 LW3459'GALLUP HILL ROAD FOR 0.9 MILE TO A FORK.  BEAR RIGHT AND GO
 LW3459'SOUTH ON PUMPKIN HILL ROAD FOR 1.05 MILES TO THE STATION ON
 LW3459'THE RIGHT, JUST PAST A LARGE TWO STORY HOUSE ON THE RIGHT
 LW3459'THAT BELONGS TO MRS. CONSTANCE PIKE AND JUST BEFORE REACHING
 LW3459'A CROSS ROAD.
 LW3459'
 LW3459'THE STATION MARK, A STANDARD DISK STAMPED SNODGRASS 1941, IS
 LW3459'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP THAT
 LW3459'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 218 FEET SOUTH
 LW3459'OF THE SOUTHEAST CORNER OF THE TWO STORY HOUSE, 146 FEET SOUTH
 LW3459'OF AN EAST-WEST ROCK FENCE, 99 FEET NORTH OF AN EAST-WEST ROCK
 LW3459'FENCE, 44 FEET WEST OF THE CENTER OF PUMPKIN HILL ROAD AND 23
 LW3459'FEET WEST OF A NORTH-SOUTH ROCK FENCE.
 LW3459'
 LW3459'REFERENCE MARK 1, A STANDARD DISK STAMPED SNODGRASS NO 1 1941,
 LW3459'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 3
 LW3459'INCHES ON THE NORTH SIDE AND 18 INCHES ON THE SOUTH SIDE AND IS
 LW3459'ABOUT 3 FEET IN DIAMETER.  IT IS 103 FEET WEST OF THE CENTER OF
 LW3459'PUMPKIN HILL ROAD, 82 FEET WEST OF A NORTH-SOUTH ROCK FENCE, 39.5
 LW3459'FEET NORTHWEST OF A GAP IN AN EAST-WEST ROCK FENCE AND 31.5 FEET
 LW3459'NORTH OF AN EAST-WEST ROCK FENCE.
 LW3459'
 LW3459'REFERENCE MARK 2, A STANDARD DISK STAMPED SNODGRASS NO 2 1941,
 LW3459'IS CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT IS ABOUT 3
 LW3459'FEET IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 LW3459'SURFACE.  IT IS 96 FEET SOUTHWEST OF A ROCK FENCE CORNER, 90 FEET
 LW3459'WEST OF THE CENTER OF PUMPKIN HILL ROAD, 69 FEET SOUTH OF AN
 LW3459'EAST-WEST ROCK FENCE AND 68 FEET WEST OF A NORTH SOUTH ROCK FENCE.
 LW3459'
 LW3459'AZIMUTH MARK, A STANDARD DISK STAMPED SNODGRASS 1941, IS
 LW3459'CEMENTED IN A DRILL HOLE IN A 3 BY 3-1/2 FOOT ROCK OUTCROP THAT
 LW3459'PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 58 FEET WEST
 LW3459'OF A ROCK FENCE, 56 FEET SOUTH OF A ROCK FENCE AND 46 FEET WEST
 LW3459'OF THE SOUTH 1 OF 2 HICKORY TREES.
 LW3459'
 LW3459'TO REACH THE AZIMUTH MARK FROM THE STATION, WALK EAST, CROSSING
 LW3459'PUMPKIN HILL ROAD, THEN GO ALONG THE SOUTH SIDE OF A ROCK FENCE
 LW3459'FOR ABOUT 600 FEET TO THE AZIMUTH MARK ON THE SOUTH SIDE OF THE
 LW3459'ROCK FENCE AS DESCRIBED.
 LW3459'
 LW3459'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 LW3459'
 LW3459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3459'3 MILES SOUTHEAST OF LEDYARD CENTER.
 LW3459
 LW3459                          STATION RECOVERY (1988)
 LW3459
 LW3459'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3459'RECOVERED IN GOOD CONDITION.
 LW3459
 LW3459                          STATION RECOVERY (1990)
 LW3459
 LW3459'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5037 ***********************************************************************
 LX5037  DESIGNATION -  SOAPSTONE
 LX5037  PID         -  LX5037
 LX5037  STATE/COUNTY-  CT/TOLLAND
 LX5037  USGS QUAD   -  ELLINGTON (1984)
 LX5037
 LX5037                         *CURRENT SURVEY CONTROL
 LX5037  ___________________________________________________________________
 LX5037* NAD 83(1996)-  41 57 32.16504(N)    072 24 47.92508(W)     ADJUSTED  
 LX5037* NAVD 88     -       328.     (meters)    1076.     (feet)  SCALED    
 LX5037  ___________________________________________________________________
 LX5037  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 LX5037  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX5037
 LX5037  HORZ ORDER  -  THIRD
 LX5037
 LX5037.The horizontal coordinates were established by classical geodetic methods
 LX5037.and adjusted by the National Geodetic Survey in August 1998..
 LX5037
 LX5037.The orthometric height was scaled from a topographic map.
 LX5037
 LX5037.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5037
 LX5037.The geoid height was determined by GEOID03.
 LX5037
 LX5037;                    North         East     Units Scale Factor Converg.
 LX5037;SPC CT       -   277,466.000   332,713.578   MT  1.00001065   +0 13 23.7
 LX5037;SPC CT       -   910,319.70  1,091,577.80   sFT  1.00001065   +0 13 23.7
 LX5037;SPC MA M     -   856,913.532   124,286.191   MT  0.99997340   -0 36 48.6
 LX5037;SPC MA M     - 2,811,390.48    407,762.28   sFT  0.99997340   -0 36 48.6
 LX5037;UTM  18      - 4,648,453.302   714,368.828   MT  1.00016550   +1 43 48.4
 LX5037
 LX5037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5037!SPC CT       -   0.99995315  x   1.00001065  =   0.99996380
 LX5037!SPC MA M     -   0.99995315  x   0.99997340  =   0.99992655
 LX5037!UTM  18      -   0.99995315  x   1.00016550  =   1.00011864
 LX5037
 LX5037|---------------------------------------------------------------------|
 LX5037| PID    Reference Object                     Distance      Geod. Az  |
 LX5037|                                                           dddmmss.s |
 LX5037| LX5039 SOAPSTONE 2                          18.604 METERS 04031     |
 LX5037| LX4700 BALD HILL RESET                     APPROX.17.9 KM 0843759.4 |
 LX5037| CZ7938 SOAPSTONE RM 1                       17.840 METERS 09253     |
 LX5037| LX4999 BOX HILL RESET                      APPROX.18.0 KM 1911338.1 |
 LX5037| CZ7939 SOAPSTONE RM 2                        8.994 METERS 34010     |
 LX5037|---------------------------------------------------------------------|
 LX5037
 LX5037                          SUPERSEDED SURVEY CONTROL
 LX5037
 LX5037  NAD 83(1996)-  41 57 32.16487(N)    072 24 47.92511(W) AD(       ) 3
 LX5037  NAD 83(1992)-  41 57 32.16535(N)    072 24 47.92554(W) AD(       ) 3
 LX5037  NAD 83(1992)-  41 57 32.16568(N)    072 24 47.92577(W) AD(       ) 3
 LX5037  NAD 83(1986)-  41 57 32.16722(N)    072 24 47.92559(W) AD(       ) 3
 LX5037  NAD 27      -  41 57 31.81900(N)    072 24 49.63200(W) AD(       ) 3
 LX5037
 LX5037.Superseded values are not recommended for survey control.
 LX5037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5037.See file dsdata.txt to determine how the superseded data were derived.
 LX5037
 LX5037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1436948453(NAD 83)
 LX5037_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5037+STABILITY: SURFACE MOTION
 LX5037
 LX5037  HISTORY     - Date     Condition        Report By
 LX5037  HISTORY     - 1936     MONUMENTED       CTGS
 LX5037  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5037
 LX5037                          STATION DESCRIPTION
 LX5037
 LX5037'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX5037'ON SOAPSTONE MOUNTAIN, BY AIRLINE ABOUT 8.3 MILES NORTHEAST OF
 LX5037'ROCKVILLE, 6.5 MILES WEST OF STAFFORD SPRINGS, ON PROPERTY OF
 LX5037'THE STATE OF CONNECTICUT.  THE POINT IS ON THE CONCRETE BASE OF
 LX5037'THE FIRE TOWER ON THE SUMMIT.  IT IS 5.5 FEET NORTH OF THE SOUTH
 LX5037'EDGE OF THE BASE, 5.0 FEET WEST OF THE EAST EDGE, 8.5 FEET EAST
 LX5037'OF THE WEST EDGE, AND 8.6 FEET SOUTH OF THE NORTH EDGE.  THE
 LX5037'FIRE TOWER IS KNOWN AS THE SOMERS FIRE TOWER.  STATION IS
 LX5037'STAMPED SOAPSTONE 1936.
 LX5037'
 LX5037'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 15 IN WEST
 LX5037'STAFFORD, WHICH IS ABOUT 3 OR 4 MILES WEST OF STAFFORD SPRINGS,
 LX5037'GO WEST ON STATE HIGHWAY 20 FOR 3.55 MILES TO A DIRT CROSS ROAD
 LX5037'AT SIGN ON RIGHT SOMERS FIRE TOWER.  TURN LEFT AND GO 1.7 MILES
 LX5037'TO A SECOND CROSS ROAD.  TURN RIGHT AND GO 0.85 MILE TO A PARKING
 LX5037'SPACE NEAR FIRE TOWER AND STATION.
 LX5037'
 LX5037'SURFACE MARK IS A STANDARD BRONZE DISKS SET IN CONCRETE, NOTE
 LX5037'1A.  REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER,
 LX5037'NOTE 12C.
 LX5037'
 LX5037'REFERENCE MARK NO. 1 IS 58.61 FEET EAST OF STATION, AND IS
 LX5037'STAMPED SOAPSTONE NO. 1 1936.  REFERENCE MARK NO. 2 IS 29.50
 LX5037'FEET NORTH OF STATION, AND IS STAMPED SOAPSTONE NO. 2 1936.
 LX5037'
 LX5037'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 LX5037
 LX5037                          STATION RECOVERY (1976)
 LX5037
 LX5037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX5037'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5037'CONDITION.  THE STATION IS LOCATED UNDER A FIRE TOWER WHICH WILL BE
 LX5037'TORN DOWN AND A U.S. WEATHER SERVICE TOWER WILL BE BUILT IN THE
 LX5037'SAME LOCATION, SOAPSTONE 2 AND REFERENCE MARK 3 WERE ESTABLISHED
 LX5037'AT THIS TIME.  THE DISK FROM SOAPSTONE 1936 WAS DESTROYED AFTER
 LX5037'THESE OBSERVATIONS.
 LX5037'
 LX5037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5037'2 MILES SOUTHEAST OF SOMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5039 ***********************************************************************
 LX5039  DESIGNATION -  SOAPSTONE 2
 LX5039  PID         -  LX5039
 LX5039  STATE/COUNTY-  CT/TOLLAND
 LX5039  USGS QUAD   -  ELLINGTON (1984)
 LX5039
 LX5039                         *CURRENT SURVEY CONTROL
 LX5039  ___________________________________________________________________
 LX5039* NAD 83(1996)-  41 57 32.62340(N)    072 24 47.40019(W)     ADJUSTED  
 LX5039* NAVD 88     -       326.7    (meters)    1072.     (feet)  VERTCON   
 LX5039  ___________________________________________________________________
 LX5039  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 LX5039  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX5039
 LX5039  HORZ ORDER  -  SECOND
 LX5039
 LX5039.The horizontal coordinates were established by classical geodetic methods
 LX5039.and adjusted by the National Geodetic Survey in August 1998..
 LX5039
 LX5039.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5039
 LX5039.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5039
 LX5039.The geoid height was determined by GEOID03.
 LX5039
 LX5039;                    North         East     Units Scale Factor Converg.
 LX5039;SPC CT       -   277,480.189   332,725.610   MT  1.00001067   +0 13 24.0
 LX5039;SPC CT       -   910,366.25  1,091,617.27   sFT  1.00001067   +0 13 24.0
 LX5039;UTM  18      - 4,648,467.805   714,380.485   MT  1.00016556   +1 43 48.8
 LX5039
 LX5039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5039!SPC CT       -   0.99995332  x   1.00001067  =   0.99996399
 LX5039!UTM  18      -   0.99995332  x   1.00016556  =   1.00011888
 LX5039
 LX5039|---------------------------------------------------------------------|
 LX5039| PID    Reference Object                     Distance      Geod. Az  |
 LX5039|                                                           dddmmss.s |
 LX5039| CZ7938 SOAPSTONE RM 1                       16.175 METERS 15906     |
 LX5039| LX5045 NOAA                                 58.557 METERS 17913     |
 LX5039| LX5037 SOAPSTONE                            18.604 METERS 22031     |
 LX5039| CZ7939 SOAPSTONE RM 2                       16.095 METERS 24923     |
 LX5039| CZ7940 SOAPSTONE 2 RM 3                      6.350 METERS 32532     |
 LX5039|---------------------------------------------------------------------|
 LX5039
 LX5039                          SUPERSEDED SURVEY CONTROL
 LX5039
 LX5039  NAD 83(1996)-  41 57 32.62323(N)    072 24 47.40023(W) AD(       ) 2
 LX5039  NAD 83(1992)-  41 57 32.62372(N)    072 24 47.40066(W) AD(       ) 2
 LX5039  NAD 83(1992)-  41 57 32.62404(N)    072 24 47.40088(W) AD(       ) 2
 LX5039  NAD 83(1986)-  41 57 32.62548(N)    072 24 47.40081(W) AD(       ) 2
 LX5039  NAD 27      -  41 57 32.27738(N)    072 24 49.10714(W) AD(       ) 2
 LX5039  NGVD 29 (07/19/86)  326.9    (m)         1073.     (f) VERT ANG       
 LX5039
 LX5039.Superseded values are not recommended for survey control.
 LX5039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5039.See file dsdata.txt to determine how the superseded data were derived.
 LX5039
 LX5039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1438048468(NAD 83)
 LX5039_MARKER: DS = TRIANGULATION STATION DISK
 LX5039_SETTING: 80 = SET IN A BOULDER
 LX5039_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5039_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5039+STABILITY: SURFACE MOTION
 LX5039
 LX5039  HISTORY     - Date     Condition        Report By
 LX5039  HISTORY     - 1976     MONUMENTED       NGS
 LX5039  HISTORY     - 1979     GOOD             NGS
 LX5039
 LX5039                          STATION DESCRIPTION
 LX5039
 LX5039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LX5039'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF ROCKVILLE,
 LX5039'ABOUT 6-1/2 MILES WEST OF STAFFORD SPRINGS, ABOUT 2 MILES SOUTHEAST
 LX5039'OF SOMERS AND IS ON SOAPSTONE MOUNTAIN AT THE LOCATION WHERE A FIRE
 LX5039'TOWER IS BEING TORN DOWN AND A U.S. WEATHER SERVICE RADAR TOWER
 LX5039'IS TO BE BUILT.
 LX5039'
 LX5039'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 190
 LX5039'AND 83 IN SOMERS, GO EASTERLY ON STATE HIGHWAY 190 FOR 0.15 MILE TO
 LX5039'THE POST OFFICE ON LEFT, CONTINUE EAST ON STATE HIGHWAY 190 FOR
 LX5039'0.95 MILE TO A CROSSROAD, TURN RIGHT, GO SOUTHERLY ON GULF ROAD FOR
 LX5039'1.0 MILES TO CROSSROAD (MOUNTAIN VIEW RD), CONTINUE SOUTHERLY ON
 LX5039'GULF ROAD FOR 0.7 MILE TO CROSSROADS, TURN RIGHT, FOLLOW ASPHALT
 LX5039'ROAD WESTERLY FOR 0.8 MILE TO TOP OF HILL AND PARKING LOT, WALK
 LX5039'NORTHERLY TOP OF HILL AND THE STATION.
 LX5039'
 LX5039'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A 5 BY 6
 LX5039'FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND AND IS
 LX5039'STAMPED SOAPSTONE 2 1976.  IT IS ABOUT 60 FEET NORTH OF THE
 LX5039'APPROXIMATE CENTER OF OLD FIRE TOWER, 15.2 FEET NORTH OF A 3 FOOT
 LX5039'HIGH TELEPHONE POLE STUMP, 7.5 FEET EAST OF CENTER OF A FOOT
 LX5039'TRAIL AND 3.4 FEET NORTH OF WITNESS POST.
 LX5039'
 LX5039'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A 3 BY
 LX5039'2 FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND WITH BM PAINTED
 LX5039'IN THE SIDE OF BOULDER AND IS STAMPED SOAPSTONE NO 1 1936.  IT
 LX5039'IS 46 FEET WEST-SOUTHWEST OF A FOOT HIGH TELEPHONE POLE STUMP, 9.5
 LX5039'FEET NORTH OF CENTER OF TRACK ROAD AND 6.0 FEET WEST-NORTHWEST OF
 LX5039'WITNESS SIGN NAILED TO A TREE.
 LX5039'
 LX5039'REFERENCE MARK 2 IS A STANDARD DISK SET IN DRILL HOLE IN BOULDER
 LX5039'WHICH IS 4 BY 5 FEET PROJECTING ABOUT 2 FEET ABOVE GROUND AND IS
 LX5039'STAMPED SOAPSTONE NO 2 1936.  IT IS 41 FEET SOUTHWEST OF 3 FOOT
 LX5039'HIGH TELEPHONE POLE STUMP, 3 FEET NORTHEAST OF CENTER OF FOOT
 LX5039'TRAIL AND 1.8 FEET SOUTH OF WITNESS POST.
 LX5039'
 LX5039'REFERENCE MARK 3 IS A STANDARD DISK SET IN TOP OF A 3 BY 2 FOOT
 LX5039'BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND AND IS STAMPED
 LX5039'SOAPSTONE 2 NO 3 1936 1976.  IT IS 29.8 FEET NORTHWEST OF A 3 FOOT
 LX5039'HIGH TELEPHONE POLE STUMP, 11.3 FEET WEST OF CENTER OF A FOOT
 LX5039'TRAIL AND 3.9 FEET NORTH-EAST OF A WITNESS SIGN NAILED TO A TREE
 LX5039'STUMP.
 LX5039'
 LX5039'THE DISK FOR SOAPSTONE 1936 WAS REMOVED AFTER THESE OBSERVATIONS.
 LX5039
 LX5039                          STATION RECOVERY (1979)
 LX5039
 LX5039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5039'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX5039'IN GOOD CONDITION, WITH THE EXCEPTION THAT THE SURFACE OF
 LX5039'ALL THE DISKS WERE DEFACED AND WERE NOT LEGIBLE.
 LX5039'REFERENCE MARK 3 WAS NOT FOUND, BUT THE BOULDER IT WAS
 LX5039'IN WAS CHIPPED OFF AND ONLY TRACES OF CEMENT WAS LEFT.
 LX5039'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 LX5039'CHECKED THE 1976 DATA.
 LX5039'
 LX5039'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST
 LX5039'OF ROCKVILLE, 6-1/4 MILES WEST OF STAFFORD SPRINGS,
 LX5039'2 MILES SOUTH OF SOMERS AND IS ON SOAPSTONE MOUNTAIN, IN
 LX5039'THE SHENIPSIT STATE FOREST.
 LX5039'
 LX5039'TO REACH THE STATION FROM THE POST OFFICE IN SOMERS,
 LX5039'GO EAST ON STATE HIGHWAY 190 FOR 1.05 MILES TO
 LX5039'A CROSSROAD.  TURN RIGHT AND GO SOUTHEASTERLY ON
 LX5039'GULF ROAD FOR 1.0 MILES TO A CROSSROAD (MOUNTAIN VIEW
 LX5039'ROAD), CONTINUE SOUTHEAST ON THE PAVED ROAD FOR 0.8
 LX5039'MILE TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY THEN
 LX5039'NORTHERLY ON A PAVED ROAD FOR 0.9 MILE TO A PIPE GATE
 LX5039'AT THE PARKING AREA.  CONTINUE UPHILL THROUGH THE GATE
 LX5039'ON PAVED DRIVEWAY FOR 0.05 MILE TO A WEATHER RADAR
 LX5039'INSTALLATION AND END OF DRIVEWAY.  CONTINUE UPHILL ON
 LX5039'A FOOT PATH FOR ABOUT 150 FEET, TO TOP OF HILL AND THE
 LX5039'STATION AS DESCRIBED.
 LX5039'
 LX5039'THE STATION IS A STANDARD NGS DISK
 LX5039'STAMPED---SOAPSTONE 2 1936 1976---,
 LX5039'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER OF 1.82
 LX5039'METERS LARGEST DIMENSION, PROJECTING 60 CM ABOVE THE
 LX5039'GROUND.
 LX5039'IT IS LOCATED
 LX5039'62.6 FEET EAST FROM THE NORTHWEST CORNER OF A WIRE FENCE
 LX5039'AROUND THE RADAR TOWER,
 LX5039'60 FEET SOUTH FROM THE SOUTHWEST LEG OF THE WOODEN
 LX5039'OBSERVATION TOWER,
 LX5039'14.8 FEET NORTH-NORTHEAST FROM A POWER POLE NUMBER
 LX5039'EO 30200 AND
 LX5039'7 FEET SOUTHEAST FROM THE CENTER OF THE FOOT PATH.
 LX5039'
 LX5039'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5039'STAMPED---SOAPSTONE 1936 NO 1---,
 LX5039'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER OF 0.91
 LX5039'METERS
 LX5039'LARGEST DIMENSION, PROJECTING 60 CM ABOVE THE GROUND.
 LX5039'IT IS LOCATED
 LX5039'112.8 FEET SOUTH FROM THE SOUTHWEST LEG OF THE WOODEN
 LX5039'OBSERVATION TOWER,
 LX5039'61.8 FEET NORTH FROM THE SOUTHEAST CORNER OF A WIRE FENCE
 LX5039'AROUND RADAR TOWER,
 LX5039'42.6 FEET SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 LX5039'WIRE FENCE AROUND RADAR TOWER AND
 LX5039'6 FEET WEST-NORTHWEST FROM A WITNESS SIGN NAILED TO A TREE.
 LX5039'MARK IS LEVEL WITH STATION.
 LX5039'
 LX5039'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5039'STAMPED---SOAPSTONE 1936 NO 2---,
 LX5039'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER OF 1.52
 LX5039'METERS LARGEST DIMENSION, PROJECTING 60 CM ABOVE THE GROUND.
 LX5039'IT IS LOCATED
 LX5039'40.7 FEET WEST FROM A POWER POLE NUMBER 30200,
 LX5039'32.9 FEET WEST-NORTHWEST FROM THE NORTHEAST CORNER OF THE
 LX5039'WIRE FENCE AROUND RADAR TOWER AND
 LX5039'10 FEET NORTHEAST FROM THE NORTHWEST CORNER OF THE WIRE
 LX5039'FENCE AROUND RADAR TOWER.
 LX5039'MARK IS LEVEL WITH STATION.
 LX5039'
 LX5039'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF FENCED
 LX5039'IN AREA, AROUND THE
 LX5039'RADAR INSTALLATION IS BETWEEN THE REFERENCE MARKS.
 LX5039'
 LX5039'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX5039'
 LX5039'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX5039'NOAA, USING ELECTRONIC DISTANCE EQUIPMENT.
 LX5039'
 LX5039'DESCRIBED BY L.D. ACRES, CHECKED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5057 ***********************************************************************
 LX5057  DESIGNATION -  SOAPSTONE MTN RADAR DOME
 LX5057  PID         -  LX5057
 LX5057  STATE/COUNTY-  CT/TOLLAND
 LX5057  USGS QUAD   -  ELLINGTON (1984)
 LX5057
 LX5057                         *CURRENT SURVEY CONTROL
 LX5057  ___________________________________________________________________
 LX5057* NAD 83(1996)-  41 57 32.14846(N)    072 24 47.90187(W)     ADJUSTED  
 LX5057* NAVD 88     -       328.6    (meters)    1078.     (feet)  VERTCON   
 LX5057  ___________________________________________________________________
 LX5057  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 LX5057  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX5057
 LX5057  HORZ ORDER  -  THIRD
 LX5057
 LX5057.The horizontal coordinates were established by classical geodetic methods
 LX5057.and adjusted by the National Geodetic Survey in August 1998..
 LX5057
 LX5057.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5057
 LX5057.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5057
 LX5057.The geoid height was determined by GEOID03.
 LX5057
 LX5057;                    North         East     Units Scale Factor Converg.
 LX5057;SPC CT       -   277,465.491   332,714.114   MT  1.00001065   +0 13 23.7
 LX5057;SPC CT       -   910,318.03  1,091,579.56   sFT  1.00001065   +0 13 23.7
 LX5057;UTM  18      - 4,648,452.807   714,369.378   MT  1.00016550   +1 43 48.4
 LX5057
 LX5057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5057!SPC CT       -   0.99995303  x   1.00001065  =   0.99996367
 LX5057!UTM  18      -   0.99995303  x   1.00016550  =   1.00011852
 LX5057
 LX5057                          SUPERSEDED SURVEY CONTROL
 LX5057
 LX5057  NAD 83(1996)-  41 57 32.14830(N)    072 24 47.90191(W) AD(       ) 4
 LX5057  NAD 83(1992)-  41 57 32.14880(N)    072 24 47.90233(W) AD(       ) 4
 LX5057  NAD 83(1992)-  41 57 32.14911(N)    072 24 47.90256(W) AD(       ) 4
 LX5057  NAD 83(1986)-  41 57 32.15034(N)    072 24 47.90249(W) AD(       ) 4
 LX5057  NAD 27      -  41 57 31.80208(N)    072 24 49.60849(W) AD(       ) 3
 LX5057  NGVD 29 (07/19/86)  328.8    (m)         1079.     (f) VERT ANG       
 LX5057
 LX5057.Superseded values are not recommended for survey control.
 LX5057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5057.See file dsdata.txt to determine how the superseded data were derived.
 LX5057
 LX5057_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1436948453(NAD 83)
 LX5057_MARKER: 26 = SPHERICAL RADOME
 LX5057_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX5057
 LX5057  HISTORY     - Date     Condition        Report By
 LX5057  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX5057
 LX5057                          STATION DESCRIPTION
 LX5057
 LX5057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5057'THE STATION, IS THE LIGHT ATOP THE SOAPSTONE MOUNTAIN RADAR DOME.
 LX5057'
 LX5057'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF
 LX5057'ROCKVILLE, 6-1/4 MILES WEST OF STAFFORD SPRINGS, 2 MILES SOUTH
 LX5057'OF SOMERS AND IS ON SOAPSTONE MOUNTAIN, IN THE SHENIPSIT STATE
 LX5057'FOREST.
 LX5057'
 LX5057'TO REACH THE STATION FROM THE POST OFFICE IN SOMERS, GO EAST
 LX5057'ON STATE HIGHWAY 190 FOR 1.05 MILES TO A CROSSROAD.  TURN RIGHT
 LX5057'AND GO SOUTHEASTERLY ON GULF ROAD FOR 1.0 MILES TO A CROSSROAD
 LX5057'(MOUNTAIN VIEW ROAD), CONTINUE SOUTHEAST ON THE PAVED ROAD FOR
 LX5057'0.8 MILE TO A CROSSROAD.  TURN RIGHT AND GO WESTERLY THEN
 LX5057'NORTHERLY ON A PAVED ROAD FOR 0.9 MILE TOA PIPE GATE AT THE
 LX5057'PARKING AREA.  CONTINUE UPHILL THROUGH THE GATE ON PAVED
 LX5057'DRIVEWAY FOR 0.05 MILE TO A THE STATION AND THE END OF DRIVEWAY.
 LX5057'
 LX5057'DESCRIBED BY L.D. ACRES, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3534 ***********************************************************************
 LX3534  DESIGNATION -  SOAR
 LX3534  PID         -  LX3534
 LX3534  STATE/COUNTY-  CT/LITCHFIELD
 LX3534  USGS QUAD   -  THOMASTON (1976)
 LX3534
 LX3534                         *CURRENT SURVEY CONTROL
 LX3534  ___________________________________________________________________
 LX3534* NAD 83(1996)-  41 37 58.13853(N)    073 02 56.07781(W)     ADJUSTED  
 LX3534* NAVD 88     -       259.3    (meters)     851.     (feet)  VERTCON   
 LX3534  ___________________________________________________________________
 LX3534  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 LX3534  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX3534
 LX3534  HORZ ORDER  -  SECOND
 LX3534
 LX3534.The horizontal coordinates were established by classical geodetic methods
 LX3534.and adjusted by the National Geodetic Survey in August 1998..
 LX3534.No horizontal observational check was made to the station.
 LX3534
 LX3534.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3534
 LX3534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3534
 LX3534.The geoid height was determined by GEOID03.
 LX3534
 LX3534;                    North         East     Units Scale Factor Converg.
 LX3534;SPC CT       -   241,233.124   279,894.220   MT  0.99998463   -0 11 53.5
 LX3534;SPC CT       -   791,445.67    918,286.29   sFT  0.99998463   -0 11 53.5
 LX3534;UTM  18      - 4,610,848.215   662,513.927   MT  0.99992502   +1 17 47.4
 LX3534
 LX3534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3534!SPC CT       -   0.99996389  x   0.99998463  =   0.99994852
 LX3534!UTM  18      -   0.99996389  x   0.99992502  =   0.99988891
 LX3534
 LX3534|---------------------------------------------------------------------|
 LX3534| PID    Reference Object                     Distance      Geod. Az  |
 LX3534|                                                           dddmmss.s |
 LX3534| LX3533 SOAR RM 3 AZIMUTH                   392.498 METERS 14021     |
 LX3534| CB4893 SOAR RM 1                            16.875 METERS 16931     |
 LX3534| CB4894 SOAR RM 2                            10.678 METERS 27039     |
 LX3534|---------------------------------------------------------------------|
 LX3534
 LX3534                          SUPERSEDED SURVEY CONTROL
 LX3534
 LX3534  NAD 83(1996)-  41 37 58.13815(N)    073 02 56.07815(W) AD(       ) 2
 LX3534  NAD 83(1992)-  41 37 58.13815(N)    073 02 56.07814(W) AD(       ) 2
 LX3534  NAD 83(1992)-  41 37 58.13999(N)    073 02 56.07990(W) AD(       ) 2
 LX3534  NAD 83(1986)-  41 37 58.14000(N)    073 02 56.07990(W) AD(       ) 2
 LX3534  NAD 27      -  41 37 57.79119(N)    073 02 57.69207(W) AD(       ) 2
 LX3534  NGVD 29 (07/19/86)  259.6    (m)          852.     (f) VERT ANG       
 LX3534
 LX3534.Superseded values are not recommended for survey control.
 LX3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3534.See file dsdata.txt to determine how the superseded data were derived.
 LX3534
 LX3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6251410848(NAD 83)
 LX3534_MARKER: DH = HORIZONTAL CONTROL DISK
 LX3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3534_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3534
 LX3534  HISTORY     - Date     Condition        Report By
 LX3534  HISTORY     - 1981     MONUMENTED       NGS
 LX3534
 LX3534                          STATION DESCRIPTION
 LX3534
 LX3534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3534'THE STATION IS LOCATED ON WATERBURY AIRPORT, SOARING CENTER.
 LX3534'OWNERSHIP--PERMISSION BY MR RICHARD ZISA, AIRPORT MANAGER, ROUTE
 LX3534'1 SOUTH ST, PLYMOUTH CT 06782.
 LX3534'
 LX3534'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX3534'STATE HIGHWAY 262 IN PLYMOUTH.  GO SOUTH ON HIGHWAY
 LX3534'262 FOR 4.2 KM (2.6 MI) TO WATERBURY AIRPORT, CONNNECTICUT
 LX3534'SOARING CENTER ON THE LEFT. TURN LEFT, EAST AND SOUTH, PASSING
 LX3534'THROUGH GATE IN BOARD FENCE, THEN RIGHT ALONG PLANE PARK FOR
 LX3534'ABOUT 46 METERS (150 FT) TO STATION NEAR FENCE CORNER.
 LX3534'CONTINUE SOUTH ALONG WEST EDGE OF AIRPORT FOR 0.4 KM (0.25 MI)
 LX3534'TO REFERENCE MARK 3.
 LX3534'
 LX3534'THE STATION IS A STANDARD NGS DISK
 LX3534'STAMPED---SOAR 1981---,
 LX3534'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3534'FLUSH WITH GROUND.  IT IS LOCATED
 LX3534'1.4 METERS (4.58 FT) NORTHEAST FROM THE SOUTH CORNER OF A BOARD
 LX3534'FENCE,
 LX3534'45.72 METERS (150 FT) SOUTH FROM ENTRANCE LEADING TO RUNWAY AND
 LX3534'1.1 METERS (3.61 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 LX3534'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3534'STAMPED---SOAR 1981---,
 LX3534'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3534'
 LX3534'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3534'STAMPED---SOAR NO 1 1981---,
 LX3534'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3534'FLUSH WITH GROUND.  IT IS LOCATED
 LX3534'17.4 METERS (57.1 FT) SOUTH FROM A METAL WITNESS POST AND
 LX3534'15.8 METERS (51.83 FT) SOUTH FROM THE SOUTH CORNER OF BOARD FENCE.
 LX3534'MARK IS LEVEL WITH STATION.
 LX3534'
 LX3534'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3534'STAMPED---SOAR NO 2 1981---,
 LX3534'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3534'10 METERS (32.8 FT) WEST-NORTHWEST FROM THE SOUTH CORNER OF BOARD
 LX3534'FENCE AND
 LX3534'9.72 METERS (31.88 FT) WEST FROM A METAL WITNESS POST.
 LX3534'MARK IS BELOW STATION 0.95 METERS.
 LX3534'
 LX3534'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3534'STAMPED---SOAR NO 3 1981---,
 LX3534'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3534'FLUSH WITH GROUND.  IT IS LOCATED
 LX3534'9.9 METERS (32.48 FT) EAST FROM THE NORTH EDGE OF RUNWAY MARKER,
 LX3534'8.65 METERS (28.37 FT) NORTHEAST FROM THE CENTER OF ASPHALT ROAD
 LX3534'AND
 LX3534'0.63 METER (2.06 FT) SOUTH FROM A METAL WITNESS POST.
 LX3534'MARK IS LEVEL WITH STATION.
 LX3534'
 LX3534'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3533 ***********************************************************************
 LX3533  DESIGNATION -  SOAR RM 3 AZIMUTH
 LX3533  PID         -  LX3533
 LX3533  STATE/COUNTY-  CT/LITCHFIELD
 LX3533  USGS QUAD   -  THOMASTON (1976)
 LX3533
 LX3533                         *CURRENT SURVEY CONTROL
 LX3533  ___________________________________________________________________
 LX3533* NAD 83(1996)-  41 37 48.34278(N)    073 02 45.25794(W)     ADJUSTED  
 LX3533* NAVD 88     -       258.9    (meters)     849.     (feet)  VERTCON   
 LX3533  ___________________________________________________________________
 LX3533  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 LX3533  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX3533
 LX3533  HORZ ORDER  -  SECOND
 LX3533
 LX3533.The horizontal coordinates were established by classical geodetic methods
 LX3533.and adjusted by the National Geodetic Survey in August 1998..
 LX3533.No horizontal observational check was made to the station.
 LX3533
 LX3533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3533
 LX3533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3533
 LX3533.The geoid height was determined by GEOID03.
 LX3533
 LX3533;                    North         East     Units Scale Factor Converg.
 LX3533;SPC CT       -   240,930.053   280,143.616   MT  0.99998455   -0 11 46.3
 LX3533;SPC CT       -   790,451.35    919,104.51   sFT  0.99998455   -0 11 46.3
 LX3533;UTM  18      - 4,610,551.770   662,771.128   MT  0.99992605   +1 17 54.3
 LX3533
 LX3533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3533!SPC CT       -   0.99996395  x   0.99998455  =   0.99994850
 LX3533!UTM  18      -   0.99996395  x   0.99992605  =   0.99989000
 LX3533
 LX3533                          SUPERSEDED SURVEY CONTROL
 LX3533
 LX3533  NAD 83(1996)-  41 37 48.34240(N)    073 02 45.25827(W) AD(       ) 2
 LX3533  NAD 83(1992)-  41 37 48.34240(N)    073 02 45.25827(W) AD(       ) 2
 LX3533  NAD 83(1992)-  41 37 48.34424(N)    073 02 45.26003(W) AD(       ) 2
 LX3533  NAD 83(1986)-  41 37 48.34430(N)    073 02 45.26009(W) AD(       ) 2
 LX3533  NAD 27      -  41 37 47.99530(N)    073 02 46.87261(W) AD(       ) 2
 LX3533  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 LX3533
 LX3533.Superseded values are not recommended for survey control.
 LX3533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3533.See file dsdata.txt to determine how the superseded data were derived.
 LX3533
 LX3533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6277110552(NAD 83)
 LX3533_MARKER: DR = REFERENCE MARK DISK
 LX3533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3533
 LX3533  HISTORY     - Date     Condition        Report By
 LX3533  HISTORY     - 1981     MONUMENTED       NGS
 LX3533
 LX3533                          STATION DESCRIPTION
 LX3533
 LX3533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3533'THE STATION IS LOCATED ON WATERBURY AIRPORT, SOARING CENTER.
 LX3533'OWNERSHIP--PERMISSION BY MR RICHARD ZISA, AIRPORT MANAGER, RT 1
 LX3533'SOUTH STREET, PLYMOUTH CT 06782.
 LX3533'
 LX3533'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LX3533'HIGHWAY 262 IN PLYMOUTH.  GO SOUTH ON HIGHWAY 262 FOR 4.2 KM (2.6
 LX3533'MI) TO WATERBURY AIRPORT, SOARING CENTER ON THE LEFT.  TURN LEFT,
 LX3533'EAST AND SOUTH, PASSING THROUGH GATE IN BOARD FENCE, THEN RIGHT,
 LX3533'ALONG PLANE PARK FOR 0.4 KM (0.25 MI) TO THE STATION.
 LX3533'
 LX3533'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX3533'STAMPED---SOAR NO 3 1981---,
 LX3533'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3533'FLUSH WITH GROUND.  IT IS LOCATED
 LX3533'9.9 METERS (32.48 FT) EAST FROM THE NORTH EDGE OF A RUNWAY MARKER,
 LX3533'8.65 METERS (28.37 FT) NORTHEAST FROM THE CENTER OF THE ASPHALT
 LX3533'ROAD AND
 LX3533'0.63 METER (2.06 FT) SOUTH FROM A METAL WITNESS POST.
 LX3533'
 LX3533'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3533'NO REFERENCE MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3652 ***********************************************************************
 LX3652  DESIGNATION -  SOCONY TANK
 LX3652  PID         -  LX3652
 LX3652  STATE/COUNTY-  CT/NEW HAVEN
 LX3652  USGS QUAD   -  ANSONIA (1984)
 LX3652
 LX3652                         *CURRENT SURVEY CONTROL
 LX3652  ___________________________________________________________________
 LX3652* NAD 83(1996)-  41 18 22.07485(N)    073 04 19.68441(W)     ADJUSTED  
 LX3652* NAVD 88     -                                                        
 LX3652  ___________________________________________________________________
 LX3652  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 LX3652  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX3652
 LX3652  HORZ ORDER  -  THIRD
 LX3652
 LX3652.The horizontal coordinates were established by classical geodetic methods
 LX3652.and adjusted by the National Geodetic Survey in August 1998..
 LX3652
 LX3652
 LX3652.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3652
 LX3652.The geoid height was determined by GEOID03.
 LX3652
 LX3652;                    North         East     Units Scale Factor Converg.
 LX3652;SPC CT       -   204,958.328   277,823.853   MT  0.99999098   -0 12 48.9
 LX3652;SPC CT       -   672,434.11    911,493.76   sFT  0.99999098   -0 12 48.9
 LX3652;UTM  18      - 4,574,534.102   661,387.909   MT  0.99992055   +1 16 22.2
 LX3652
 LX3652                          SUPERSEDED SURVEY CONTROL
 LX3652
 LX3652  NAD 83(1992)-  41 18 22.07381(N)    073 04 19.68426(W) AD(       ) 4
 LX3652  NAD 83(1986)-  41 18 22.07494(N)    073 04 19.68978(W) AD(       ) 4
 LX3652  NAD 27      -  41 18 21.72000(N)    073 04 21.29600(W) AD(       ) 3
 LX3652
 LX3652.Superseded values are not recommended for survey control.
 LX3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3652.See file dsdata.txt to determine how the superseded data were derived.
 LX3652
 LX3652_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6138874534(NAD 83)
 LX3652
 LX3652  HISTORY     - Date     Condition        Report By
 LX3652  HISTORY     - 1934     MONUMENTED       CTGS
 LX3652
 LX3652                          STATION DESCRIPTION
 LX3652
 LX3652'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3652'ON THE E BANK OF THE HOUSATONIC RIVER ABOUT ONE MILE S OF THE
 LX3652'CITY OF DERBY ON A HILL JUST ABOVE AND E OF THE NEW YORK, NEW
 LX3652'HAVEN AND HARTFORD RAILROAD TRACKS.  STATION IS THE SMALL BALL
 LX3652'ON TOP OF THE LARGEST OF SIX OIL STORAGE TANKS.  THIS TANK IS
 LX3652'ALSO THE LOWEST IN HEIGHT OF THE SIX.
 LX3652'
 LX3652'THERE IS AN OVERHEAD FOOT BRIDGE LEADING FROM THE OIL FARM ACROSS
 LX3652'THE RAILROAD TRACKS AND DOWN ABOUT 50 STEPS TO THE OIL COMPANY
 LX3652'PIER IN THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6504 ***********************************************************************
 LX6504  DESIGNATION -  SOLDIERS MONUMENT
 LX6504  PID         -  LX6504
 LX6504  STATE/COUNTY-  CT/NEW HAVEN
 LX6504  USGS QUAD   -  NEW HAVEN (1984)
 LX6504
 LX6504                         *CURRENT SURVEY CONTROL
 LX6504  ___________________________________________________________________
 LX6504* NAD 83(1996)-  41 19 38.10442(N)    072 54 16.76815(W)     ADJUSTED  
 LX6504* NAVD 88     -                                                        
 LX6504  ___________________________________________________________________
 LX6504  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LX6504  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6504
 LX6504  HORZ ORDER  -  THIRD
 LX6504
 LX6504.The horizontal coordinates were established by classical geodetic methods
 LX6504.and adjusted by the National Geodetic Survey in August 1998..
 LX6504
 LX6504
 LX6504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6504
 LX6504.The geoid height was determined by GEOID03.
 LX6504
 LX6504;                    North         East     Units Scale Factor Converg.
 LX6504;SPC CT       -   207,265.121   291,853.159   MT  0.99998960   -0 06 09.2
 LX6504;SPC CT       -   680,002.32    957,521.57   sFT  0.99998960   -0 06 09.2
 LX6504;UTM  18      - 4,577,203.947   675,352.077   MT  0.99997843   +1 23 02.5
 LX6504
 LX6504                          SUPERSEDED SURVEY CONTROL
 LX6504
 LX6504  NAD 83(1992)-  41 19 38.10350(N)    072 54 16.76803(W) AD(       ) 4
 LX6504  NAD 83(1986)-  41 19 38.10652(N)    072 54 16.77147(W) AD(       ) 4
 LX6504  NAD 27      -  41 19 37.76425(N)    072 54 18.40796(W) AD(       ) 3
 LX6504
 LX6504.Superseded values are not recommended for survey control.
 LX6504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6504.See file dsdata.txt to determine how the superseded data were derived.
 LX6504
 LX6504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7535277204(NAD 83)
 LX6504_MARKER: 70 = MONUMENT
 LX6504_SETTING: 0 = UNSPECIFIED SETTING
 LX6504
 LX6504  HISTORY     - Date     Condition        Report By
 LX6504  HISTORY     - UNK      FIRST OBSERVED
 LX6504  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6504  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6504  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6504  HISTORY     - 1982     GOOD             NGS
 LX6504  HISTORY     - 1984     GOOD             USPSQD
 LX6504
 LX6504                          STATION DESCRIPTION
 LX6504
 LX6504'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6504'THIS MONUMENT IS NEW HAVENS SOLDIERS AND SAILORS MEMORIAL.  IT
 LX6504'COMMEMORATES THE SOLDIERS OF THE REVOLUTION, THE WAR OF 1812,
 LX6504'THE WAR WITH MEXICO AND THE CIVIL WAR.
 LX6504'
 LX6504'IT STANDS ON THE TOP OF EAST ROCK AT THE HIGHEST POINT OF EAST
 LX6504'ROCK PARK.
 LX6504'
 LX6504'THE GRANITE SHAFT IS BUILT-UP OF SMALL SEGMENTS.  THE BASE IS
 LX6504'SQUARE WITH ONE SET OF DOUBLE DOORS.  THE THREE OTHER SIDES
 LX6504'SHOW BRONZE TABLETS WITH NAMES OF DECEASED SOLDIERS AND
 LX6504'SAILORS.  FOUR SYMBOLICAL BRONZE FIGURES ARE PLACED AT THE
 LX6504'BOTTOM OF THE SHAFT JUST ABOVE THE SQUARE SECTION OF THE
 LX6504'MONUMENT.  AT THE TOP, THE MONUMENT TAPERS SHARPLY TO THE
 LX6504'ORNAMENTED BASE OF A STATUE OF A FEMALE FIGURE.  THERE ARE
 LX6504'FOUR ARCHED WINDOWS JUST BELOW THE TAPERING PART OF THE SHAFT.
 LX6504'
 LX6504'CENTER IS THE CENTER LINE OF THE MONUMENT AT THE BASE OF THE
 LX6504'STATUE.
 LX6504
 LX6504                          STATION RECOVERY (1962)
 LX6504
 LX6504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6504'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 LX6504'CONDITION.
 LX6504
 LX6504                          STATION RECOVERY (1976)
 LX6504
 LX6504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6504'THE STATION WAS RECOVERED AS DESCRIBED IN A 1933 RECOVERY
 LX6504'NOTE (BOOK 274, PAGE 2).  IT WAS DESCRIBED AS SOLDIERS
 LX6504'MONUMENT AND AT THIS TIME WAS RENAMED NEW HAVEN SOLDIERS MON.
 LX6504'
 LX6504'DESCRIBED BY V.D. NOVAK.
 LX6504
 LX6504                          STATION RECOVERY (1982)
 LX6504
 LX6504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6504'THE STATION, NEW HAVEN SOLDIERS AND SAILORS
 LX6504'MONUMENT 1904, WAS RECOVERED IN GOOD CONDITION.
 LX6504'
 LX6504'THE STATION, NEW HAVEN SOLDIERS AND SAILORS
 LX6504'MONUMENT, IS THE CENTER OF THE BASE OF THE STATUE
 LX6504'OF A FEMALE FIGURE.  THE MONUMENT CONSISTS OF A
 LX6504'GRANITE SHAFT BUILT OF SMALL SEGEMENTS.  THE
 LX6504'BASE IS SQUARE WITH ONE SET OF DOUBLE DOORS.  THE
 LX6504'OTHER THREE SIDES HAVE BRONZE TABLETS WITH THE NAMES
 LX6504'OF DECEASED SOILDIERS AND SAILORS OF THE, REVOLUTION,
 LX6504'WAR OF 1812 AND THE CIVIL WAR.  THE MONUMENT TAPERS
 LX6504'SHARPLY TO THE BASE OF THE STATUE.
 LX6504'
 LX6504'THE STATION IS LOCATED ON THE TOP OF EAST ROCK AT
 LX6504'THE HIGHEST POINT OF EAST ROCK PARK.
 LX6504'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510
 LX6504'
 LX6504'DESCRIBED BY G.R. HEID.
 LX6504
 LX6504                          STATION RECOVERY (1984)
 LX6504
 LX6504'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6504'MONUMENT ON TOP OF EAST ROCK APPEARS TO BE IN GOOD SHAPE BUT
 LX6504'NEEDS ATTENTION BADLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1757 ***********************************************************************
 MZ1757  DESIGNATION -  SOMERS SOMERS CORR TANK
 MZ1757  PID         -  MZ1757
 MZ1757  STATE/COUNTY-  CT/TOLLAND
 MZ1757  USGS QUAD   -  SPRINGFIELD SOUTH (1979)
 MZ1757
 MZ1757                         *CURRENT SURVEY CONTROL
 MZ1757  ___________________________________________________________________
 MZ1757* NAD 83(1996)-  42 01 02.15447(N)    072 30 00.65319(W)     ADJUSTED  
 MZ1757* NAVD 88     -                                                        
 MZ1757  ___________________________________________________________________
 MZ1757  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 MZ1757  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 MZ1757
 MZ1757  HORZ ORDER  -  THIRD
 MZ1757
 MZ1757.The horizontal coordinates were established by classical geodetic methods
 MZ1757.and adjusted by the National Geodetic Survey in August 1998..
 MZ1757
 MZ1757
 MZ1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1757
 MZ1757.The geoid height was determined by GEOID03.
 MZ1757
 MZ1757;                    North         East     Units Scale Factor Converg.
 MZ1757;SPC CT       -   283,920.562   325,493.030   MT  1.00001872   +0 09 56.3
 MZ1757;SPC CT       -   931,496.04  1,067,888.38   sFT  1.00001872   +0 09 56.3
 MZ1757;UTM  18      - 4,654,716.491   706,979.996   MT  1.00012718   +1 40 25.9
 MZ1757
 MZ1757                          SUPERSEDED SURVEY CONTROL
 MZ1757
 MZ1757  NAD 83(1996)-  42 01 02.15445(N)    072 30 00.65316(W) AD(       ) 4
 MZ1757  NAD 83(1992)-  42 01 02.15520(N)    072 30 00.65382(W) AD(       ) 4
 MZ1757  NAD 83(1992)-  42 01 02.15520(N)    072 30 00.65391(W) AD(       ) 4
 MZ1757  NAD 83(1986)-  42 01 02.15671(N)    072 30 00.65411(W) AD(       ) 4
 MZ1757  NAD 27      -  42 01 01.80956(N)    072 30 02.34762(W) AD(       ) 3
 MZ1757
 MZ1757.Superseded values are not recommended for survey control.
 MZ1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1757.See file dsdata.txt to determine how the superseded data were derived.
 MZ1757
 MZ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0698054716(NAD 83)
 MZ1757_MARKER: 53 = ELEVATED TANK
 MZ1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ1757
 MZ1757  HISTORY     - Date     Condition        Report By
 MZ1757  HISTORY     - 1979     FIRST OBSERVED   NGS
 MZ1757
 MZ1757                          STATION DESCRIPTION
 MZ1757
 MZ1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 MZ1757'THE STATION, IS THE APEX OF VENT AT THE TOP OF THE SOMERS SOMERS
 MZ1757'CORRECTION TANK.  IT IS AN ELEVATED TANK WITH A DOME SHAPED TOP
 MZ1757'AND A HEMISPHERICAL BOTTOM SUPPORTED BY SIX TUBULAR STEEL LEGS.
 MZ1757'IT IS SILVER IN COLOR AND APPROXIMATELY 204 FEET IN HEIGHT.
 MZ1757'
 MZ1757'THE STATION IS LOCATED 5 MILES EAST-NORTHEAST OF ENFIELD, 3 MILES
 MZ1757'NORTHWEST OF SOMERS, 1 MILE SOUTH OF THE CONNECTICUT-MASSACHUSETTS
 MZ1757'STATE LINE, ON BILTON ROAD AND ON PROPERTY OWNED BY THE
 MZ1757'STATE LINE, ALONG BILTON ROAD, 70 FEET WEST OF THE NORTHWEST GUARD
 MZ1757'TOWER, 40 FEET SOUTH OF THE CENTER OF A CIRCULAR DRIVE AND ON
 MZ1757'PROPERTY OWNED BY THE CONNECTICUT DEPARTMENT OF CORRECTIONS.
 MZ1757'
 MZ1757'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6529 ***********************************************************************
 LX6529  DESIGNATION -  SOUNDING POINT
 LX6529  PID         -  LX6529
 LX6529  STATE/COUNTY-  CT/NEW HAVEN
 LX6529  USGS QUAD   -  NEW HAVEN (1984)
 LX6529
 LX6529                         *CURRENT SURVEY CONTROL
 LX6529  ___________________________________________________________________
 LX6529* NAD 83(1996)-  41 18 00.35884(N)    072 54 28.96209(W)     ADJUSTED  
 LX6529* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6529  ___________________________________________________________________
 LX6529  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX6529  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX6529
 LX6529  HORZ ORDER  -  SECOND
 LX6529
 LX6529.The horizontal coordinates were established by classical geodetic methods
 LX6529.and adjusted by the National Geodetic Survey in August 1998..
 LX6529
 LX6529.The orthometric height was scaled from a topographic map.
 LX6529
 LX6529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6529
 LX6529.The geoid height was determined by GEOID03.
 LX6529
 LX6529;                    North         East     Units Scale Factor Converg.
 LX6529;SPC CT       -   204,250.217   291,564.078   MT  0.99999141   -0 06 17.3
 LX6529;SPC CT       -   670,110.92    956,573.15   sFT  0.99999141   -0 06 17.3
 LX6529;SPC NY L     -   126,438.016   391,453.850   MT  1.00002570   +0 42 51.2
 LX6529;SPC NY L     -   414,822.06  1,284,294.84   sFT  1.00002570   +0 42 51.2
 LX6529;UTM  18      - 4,574,182.597   675,141.292   MT  0.99997752   +1 22 51.8
 LX6529
 LX6529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6529!SPC CT       -   1.00000425  x   0.99999141  =   0.99999566
 LX6529!SPC NY L     -   1.00000425  x   1.00002570  =   1.00002995
 LX6529!UTM  18      -   1.00000425  x   0.99997752  =   0.99998177
 LX6529
 LX6529:                Primary Azimuth Mark                     Grid Az
 LX6529:SPC CT       -  EAST ROCK 2                              001 52 14.6
 LX6529:SPC NY L     -  EAST ROCK 2                              001 03 06.1
 LX6529:UTM  18      -  EAST ROCK 2                              000 23 05.5
 LX6529
 LX6529|---------------------------------------------------------------------|
 LX6529| PID    Reference Object                     Distance      Geod. Az  |
 LX6529|                                                           dddmmss.s |
 LX6529| LX6523 EAST ROCK 2                         APPROX. 3.1 KM 0014557.3 |
 LX6529| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 1.6 KM 0402359.8 |
 LX6529| LX6532 NEW HAVEN FIRST CONG CH SPIRE       APPROX. 1.6 KM 0492746.2 |
 LX6529| LX6534 EAST PEARL ST METH CH SPIRE         APPROX. 1.6 KM 0583222.8 |
 LX6529| LX6478 PILGRIM CHURCH SPIRE                APPROX. 2.1 KM 0660005.2 |
 LX6529| LX6520 SEAMLESS RUBBER CO ELEV TANK        APPROX. 2.2 KM 2351801.3 |
 LX6529|---------------------------------------------------------------------|
 LX6529
 LX6529                          SUPERSEDED SURVEY CONTROL
 LX6529
 LX6529  NAD 83(1992)-  41 18 00.35791(N)    072 54 28.96193(W) AD(       ) 2
 LX6529  NAD 83(1986)-  41 18 00.36030(N)    072 54 28.96487(W) AD(       ) 2
 LX6529  NAD 27      -  41 18 00.01800(N)    072 54 30.59000(W) AD(       ) 2
 LX6529
 LX6529.Superseded values are not recommended for survey control.
 LX6529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6529.See file dsdata.txt to determine how the superseded data were derived.
 LX6529
 LX6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7514174183(NAD 83)
 LX6529_MARKER: H = DRILL HOLE
 LX6529_SETTING: 0 = UNSPECIFIED SETTING
 LX6529
 LX6529  HISTORY     - Date     Condition        Report By
 LX6529  HISTORY     - 1933     MONUMENTED       USE
 LX6529  HISTORY     - 1984     GOOD             USPSQD
 LX6529  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX6529
 LX6529                          STATION DESCRIPTION
 LX6529
 LX6529'DESCRIBED BY US ENGINEERS 1933 (GCM)
 LX6529'THIS STATION IS IN THE CURB AT THE S SIDE OF FORBES AVENUE.  IT
 LX6529'IS ALMOST ABREAST OF THE END OF THE CONCRETE GUARD RAIL ON THE S
 LX6529'SIDE OF THE HIGHWAY BRIDGE OVER THE BELLE DOCK TRACKS OF THE NEW
 LX6529'YORK, NEW HAVEN AND HARTFORD RAILROAD COMPANY.
 LX6529'
 LX6529'CENTER IS A 1/2-INCH DRILL HOLE, 1/2 INCH DEEP, IN THE MIDDLE OF
 LX6529'THE BLUE STONE CURBING.  IT IS 3.07 METERS N OF THE N FACE OF
 LX6529'THE CONCRETE GUARD RAIL AND 0.67 METER W OF THE E END OF THIS
 LX6529'RAIL.  IT IS 37.77 METERS W OF A FIRE HYDRANT.
 LX6529'
 LX6529'DETERMINED BY A THREE-POINT FIX.  ECCENTRIC SET-UP.  ACCORDING
 LX6529'TO U.S. CORPS OF ENGINEERS PRINTS, THIS POINT IS ON RANGE
 LX6529'BETWEEN EAST ROCK MONUMENT AND OUTER CHANNEL, NEW HAVEN HARBOR.
 LX6529
 LX6529                          STATION RECOVERY (1984)
 LX6529
 LX6529'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6529'FOUND THIS 1/2 INCH DRILL HOLE IN THE CURB IN GOOD CONDITION.
 LX6529
 LX6529                          STATION RECOVERY (1988)
 LX6529
 LX6529'RECOVERY NOTE BY US POWER SQUADRON 1988 (HDS)
 LX6529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6521 ***********************************************************************
 LX6521  DESIGNATION -  SOUNDING PT E END BRI
 LX6521  PID         -  LX6521
 LX6521  STATE/COUNTY-  CT/NEW HAVEN
 LX6521  USGS QUAD   -  NEW HAVEN (1984)
 LX6521
 LX6521                         *CURRENT SURVEY CONTROL
 LX6521  ___________________________________________________________________
 LX6521* NAD 83(1996)-  41 17 50.28428(N)    072 54 14.11413(W)     ADJUSTED  
 LX6521* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6521  ___________________________________________________________________
 LX6521  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LX6521  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6521
 LX6521  HORZ ORDER  -  SECOND
 LX6521
 LX6521.The horizontal coordinates were established by classical geodetic methods
 LX6521.and adjusted by the National Geodetic Survey in August 1998..
 LX6521
 LX6521.The orthometric height was scaled from a topographic map.
 LX6521
 LX6521.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6521
 LX6521.The geoid height was determined by GEOID03.
 LX6521
 LX6521;                    North         East     Units Scale Factor Converg.
 LX6521;SPC CT       -   203,938.797   291,908.952   MT  0.99999160   -0 06 07.4
 LX6521;SPC CT       -   669,089.20    957,704.62   sFT  0.99999160   -0 06 07.4
 LX6521;SPC NY L     -   126,131.547   391,803.152   MT  1.00002532   +0 43 00.9
 LX6521;SPC NY L     -   413,816.58  1,285,440.84   sFT  1.00002532   +0 43 00.9
 LX6521;UTM  18      - 4,573,880.229   675,494.120   MT  0.99997904   +1 23 01.3
 LX6521
 LX6521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6521!SPC CT       -   1.00000425  x   0.99999160  =   0.99999585
 LX6521!SPC NY L     -   1.00000425  x   1.00002532  =   1.00002957
 LX6521!UTM  18      -   1.00000425  x   0.99997904  =   0.99998329
 LX6521
 LX6521:                Primary Azimuth Mark                     Grid Az
 LX6521:SPC CT       -  ST FRANCIS CHURCH SPIRE                  024 23 42.0
 LX6521:SPC NY L     -  ST FRANCIS CHURCH SPIRE                  023 34 33.7
 LX6521:UTM  18      -  ST FRANCIS CHURCH SPIRE                  022 54 33.3
 LX6521
 LX6521|---------------------------------------------------------------------|
 LX6521| PID    Reference Object                     Distance      Geod. Az  |
 LX6521|                                                           dddmmss.s |
 LX6521| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 1.7 KM 0241734.6 |
 LX6521| LX6534 EAST PEARL ST METH CH SPIRE         APPROX. 1.6 KM 0420223.1 |
 LX6521| LX6478 PILGRIM CHURCH SPIRE                APPROX. 1.9 KM 0532109.6 |
 LX6521| LX6523 EAST ROCK 2                         APPROX. 3.5 KM 3555325.5 |
 LX6521|---------------------------------------------------------------------|
 LX6521
 LX6521                          SUPERSEDED SURVEY CONTROL
 LX6521
 LX6521  NAD 83(1992)-  41 17 50.28335(N)    072 54 14.11396(W) AD(       ) 2
 LX6521  NAD 83(1986)-  41 17 50.28573(N)    072 54 14.11741(W) AD(       ) 2
 LX6521  NAD 27      -  41 17 49.94500(N)    072 54 15.75400(W) AD(       ) 2
 LX6521
 LX6521.Superseded values are not recommended for survey control.
 LX6521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6521.See file dsdata.txt to determine how the superseded data were derived.
 LX6521
 LX6521_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7549473880(NAD 83)
 LX6521_MARKER: X = CHISELED CROSS
 LX6521_SETTING: 0 = UNSPECIFIED SETTING
 LX6521
 LX6521  HISTORY     - Date     Condition        Report By
 LX6521  HISTORY     - 1933     MONUMENTED       USE
 LX6521  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6521
 LX6521                          STATION DESCRIPTION
 LX6521
 LX6521'DESCRIBED BY US ENGINEERS 1933 (GCM)
 LX6521'THIS MARK IS A POINT IN THE CONTROL TRIANGULATION OF NEW HAVEN
 LX6521'HARBOR BY THE U.S. CORPS OF ENGINEERS.
 LX6521'
 LX6521'IT IS IN THE SIDEWALK ON THE S SIDE OF FORBES AVENUE ON THE
 LX6521'E APPROACH OF TOMLINSON BRIDGE.
 LX6521'
 LX6521'CENTER IS A CROSS, CUT WITH A CHISEL IN THE CONCRETE SIDEWALK.  IT
 LX6521'IS 0.46 METER N OF N FACE OF CONCRETE GUARD RAIL OF BRIDGE, AND
 LX6521'1.92 METERS S OF THE S CURB OF FORBES AVENUE.  IT IS 48.82 METERS
 LX6521'W OF THE E END OF THE GUARD RAIL AND ON RANGE WITH HIGH LINE MARK
 LX6521'NO. 4 AND THE E PEARL STREET METHODIST CHURCH.
 LX6521'
 LX6521'STATION WAS DETERMINED BY A THREE-POINT FIX.
 LX6521
 LX6521                          STATION RECOVERY (1984)
 LX6521
 LX6521'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6521'DUG UP 2 INCHES OF ASPHALT COVERING CONCRETE SIDEWALK - CONCRETE IN
 LX6521'POOR CONDITION - MARK NOT USABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5829 ***********************************************************************
 LX5829  DESIGNATION -  SOUNDVIEW OLD WINDMILL
 LX5829  PID         -  LX5829
 LX5829  STATE/COUNTY-  CT/NEW LONDON
 LX5829  USGS QUAD   -  OLD LYME (1976)
 LX5829
 LX5829                         *CURRENT SURVEY CONTROL
 LX5829  ___________________________________________________________________
 LX5829* NAD 83(1996)-  41 17 15.52454(N)    072 16 27.86301(W)     ADJUSTED  
 LX5829* NAVD 88     -                                                        
 LX5829  ___________________________________________________________________
 LX5829  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LX5829  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5829
 LX5829  HORZ ORDER  -  THIRD
 LX5829
 LX5829.The horizontal coordinates were established by classical geodetic methods
 LX5829.and adjusted by the National Geodetic Survey in August 1998..
 LX5829
 LX5829
 LX5829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5829
 LX5829.The geoid height was determined by GEOID03.
 LX5829
 LX5829;                    North         East     Units Scale Factor Converg.
 LX5829;SPC CT       -   202,964.625   344,639.793   MT  0.99999231   +0 18 55.2
 LX5829;SPC CT       -   665,893.11  1,130,705.72   sFT  0.99999231   +0 18 55.2
 LX5829;SPC NY L     -   125,908.574   444,544.248   MT  1.00002402   +1 07 43.2
 LX5829;SPC NY L     -   413,085.05  1,458,475.59   sFT  1.00002402   +1 07 43.2
 LX5829;UTM  18      - 4,574,272.796   728,238.428   MT  1.00024115   +1 47 57.2
 LX5829
 LX5829                          SUPERSEDED SURVEY CONTROL
 LX5829
 LX5829  NAD 83(1992)-  41 17 15.52345(N)    072 16 27.86267(W) AD(       ) 4
 LX5829  NAD 83(1986)-  41 17 15.52530(N)    072 16 27.86606(W) AD(       ) 4
 LX5829  NAD 27      -  41 17 15.17700(N)    072 16 29.58100(W) AD(       ) 3
 LX5829
 LX5829.Superseded values are not recommended for survey control.
 LX5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5829.See file dsdata.txt to determine how the superseded data were derived.
 LX5829
 LX5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2823874273(NAD 83)
 LX5829
 LX5829  HISTORY     - Date     Condition        Report By
 LX5829  HISTORY     - 1934     MONUMENTED       CGS
 LX5829  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5829  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5829
 LX5829                          STATION DESCRIPTION
 LX5829
 LX5829'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5829'THE SOUNDVIEW OLD WINDMILL IS ON THE E SIDE OF SOUNDVIEW BEACH
 LX5829'NEAR THE OLD STONE FENCE THAT SEPARATES SOUNDVIEW BEACH FROM
 LX5829'OLD LYME SHORES BEACH AND ABOUT 250 METERS S OF THE SHORE
 LX5829'ROAD.  THE OLD WOODEN TANK IS SUPPORTED ON A SQUARE STEEL
 LX5829'TOWER.  THE ROOF OF THE TANK IS VERY FLAT AND MADE OF SHEET
 LX5829'METAL.  A SQUARE PYRAMID STEEL FRAME FOR THE ROTOR IS AT THE
 LX5829'CENTER OF THE TANK.  THERE IS A NARROW OCTAGONAL BALCONY AROUND
 LX5829'THE BASE OF THE TANK.  THE STATION IS THE CENTER LINE OF THE
 LX5829'TANK.  HEIGHT ABOUT 30 FEET ABOVE THE GROUND.
 LX5829
 LX5829                          STATION RECOVERY (1954)
 LX5829
 LX5829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5829'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION--THE
 LX5829'STEEL FRAME FOR THE ROTOR HAS BEEN REMOVED.
 LX5829
 LX5829                          STATION RECOVERY (1968)
 LX5829
 LX5829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5829'RECOVERED.  A NEW DESCRIPTION FOLLOWS.
 LX5829'
 LX5829'THE STATION IS ON THE EAST SIDE OF SOUNDVIEW BEACH.  120 FEET
 LX5829'SOUTH OF THE INTERSECTION OF BROOKSIDE AVE. AND BROGHEL STREET.  IT
 LX5829'IS A REDWOOD TANK ON A 4 LEGGED STEEL STRUCTURE, WITH AN
 LX5829'OCTAGONAL WALK AROUND THE BASE OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6376 ***********************************************************************
 LX6376  DESIGNATION -  SOUTH END
 LX6376  PID         -  LX6376
 LX6376  STATE/COUNTY-  CT/NEW HAVEN
 LX6376  USGS QUAD   -  WOODMONT (1976)
 LX6376
 LX6376                         *CURRENT SURVEY CONTROL
 LX6376  ___________________________________________________________________
 LX6376* NAD 83(1996)-  41 14 32.51273(N)    072 52 50.78171(W)     ADJUSTED  
 LX6376* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6376  ___________________________________________________________________
 LX6376  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6376  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX6376
 LX6376  HORZ ORDER  -  THIRD
 LX6376
 LX6376.The horizontal coordinates were established by classical geodetic methods
 LX6376.and adjusted by the National Geodetic Survey in August 1998..
 LX6376
 LX6376.The orthometric height was scaled from a topographic map.
 LX6376
 LX6376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6376
 LX6376.The geoid height was determined by GEOID03.
 LX6376
 LX6376;                    North         East     Units Scale Factor Converg.
 LX6376;SPC CT       -   197,834.444   293,838.475   MT  0.99999599   -0 05 12.2
 LX6376;SPC CT       -   649,061.84    964,035.06   sFT  0.99999599   -0 05 12.2
 LX6376;SPC NY L     -   120,055.224   393,819.776   MT  1.00001830   +0 43 55.4
 LX6376;SPC NY L     -   393,881.18  1,292,057.05   sFT  1.00001830   +0 43 55.4
 LX6376;UTM  18      - 4,567,827.990   677,581.165   MT  0.99998812   +1 23 50.8
 LX6376
 LX6376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6376!SPC CT       -   1.00000460  x   0.99999599  =   1.00000059
 LX6376!SPC NY L     -   1.00000460  x   1.00001830  =   1.00002290
 LX6376!UTM  18      -   1.00000460  x   0.99998812  =   0.99999272
 LX6376
 LX6376|---------------------------------------------------------------------|
 LX6376| PID    Reference Object                     Distance      Geod. Az  |
 LX6376|                                                           dddmmss.s |
 LX6376| CZ7945 SOUTH END RM 1                       67.960 METERS 01034     |
 LX6376| LX6360 BRANFORD REEF LIGHTHOUSE            APPROX. 6.7 KM 1101625.2 |
 LX6376| CZ7946 SOUTH END RM 2                       12.920 METERS 13747     |
 LX6376|---------------------------------------------------------------------|
 LX6376
 LX6376                          SUPERSEDED SURVEY CONTROL
 LX6376
 LX6376  NAD 83(1992)-  41 14 32.51182(N)    072 52 50.78149(W) AD(       ) 3
 LX6376  NAD 83(1986)-  41 14 32.51323(N)    072 52 50.78505(W) AD(       ) 3
 LX6376  NAD 27      -  41 14 32.16400(N)    072 52 52.42300(W) AD(       ) 3
 LX6376
 LX6376.Superseded values are not recommended for survey control.
 LX6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6376.See file dsdata.txt to determine how the superseded data were derived.
 LX6376
 LX6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7758167828(NAD 83)
 LX6376_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6376_SETTING: 66 = SET IN ROCK OUTCROP
 LX6376_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6376+STABILITY: POSITION/ELEVATION WELL
 LX6376
 LX6376  HISTORY     - Date     Condition        Report By
 LX6376  HISTORY     - 1933     MONUMENTED       CGS
 LX6376
 LX6376                          STATION DESCRIPTION
 LX6376
 LX6376'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6376'THIS STATION IS ON THE MORE EASTERLY OF TWO LEDGES MARKING
 LX6376'THE EXTREMITY OF SOUTH END POINT, KNOWN LOCALLY AS CAROLINE
 LX6376'POINT, CAROLINE CREEK ENTERS SOUND BETWEEN THESE TWO
 LX6376'LEDGES.  BOTH LEDGES ARE CUT-OFF FROM MAINLAND AT HIGH
 LX6376'WATER.  STATION IS 11.0 METERS EASTERLY OF EDGE OF LEDGE
 LX6376'MARKING E BANK OF CREEK, 22.0 METERS NORTHERLY OF EDGE TO SOUND.
 LX6376'
 LX6376'STATION AND REFERENCE MARK NO.2 ARE STANDARD BRONZE DISKS IN
 LX6376'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.  REFERENCE
 LX6376'MARK NO.1 IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 LX6376'DESCRIBED IN NOTE 11A.
 LX6376'
 LX6376'REFERENCE MARK NO.1 IS IN SEAWALL IN FRONT OF THIRD COTTAGE
 LX6376'E OF CAROLINE CREEK AND BEARS N 20 DEG E (MAGNETIC).  REFERENCE
 LX6376'MARK NO.2 IS IN THE SAME LEDGE AS STATION, SLIGHTLY LOWER
 LX6376'AND BEARS S 30 DEG E (MAGNETIC).
 LX6376'
 LX6376'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7223 ***********************************************************************
 LX7223  DESIGNATION -  SOUTH MTN
 LX7223  PID         -  LX7223
 LX7223  STATE/COUNTY-  CT/HARTFORD
 LX7223  USGS QUAD   -  BRISTOL (1984)
 LX7223
 LX7223                         *CURRENT SURVEY CONTROL
 LX7223  ___________________________________________________________________
 LX7223* NAD 83(1996)-  41 38 55.06420(N)    072 56 49.14432(W)     ADJUSTED  
 LX7223* NAVD 88     -       316.1    (meters)    1037.     (feet)  VERTCON   
 LX7223  ___________________________________________________________________
 LX7223  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 LX7223  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX7223
 LX7223  HORZ ORDER  -  FIRST
 LX7223
 LX7223.The horizontal coordinates were established by classical geodetic methods
 LX7223.and adjusted by the National Geodetic Survey in August 1998..
 LX7223
 LX7223.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7223
 LX7223.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7223
 LX7223.The geoid height was determined by GEOID03.
 LX7223
 LX7223;                    North         East     Units Scale Factor Converg.
 LX7223;SPC CT       -   242,964.980   288,391.075   MT  0.99998515   -0 07 50.2
 LX7223;SPC CT       -   797,127.61    946,163.05   sFT  0.99998515   -0 07 50.2
 LX7223;UTM  18      - 4,612,801.078   670,962.346   MT  0.99995969   +1 21 52.9
 LX7223
 LX7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7223!SPC CT       -   0.99995497  x   0.99998515  =   0.99994012
 LX7223!UTM  18      -   0.99995497  x   0.99995969  =   0.99991466
 LX7223
 LX7223|---------------------------------------------------------------------|
 LX7223| PID    Reference Object                     Distance      Geod. Az  |
 LX7223|                                                           dddmmss.s |
 LX7223| CZ7947 SOUTH MTN RM 1                       19.574 METERS 02036     |
 LX7223| LX7217 BRISTOL NE SCH STANDPIPE            APPROX. 8.0 KM 0244924.3 |
 LX7223| LX7133 FARMINGTON TV STA WVIT MAST         APPROX.11.2 KM 0584649.4 |
 LX7223| LX7157 PLAINVILLE TRW TANK                 APPROX. 8.1 KM 0702124.7 |
 LX7223| LX7216 PLAINVILLE REDSTONE HILL SPIPE      APPROX. 4.6 KM 0992623.0 |
 LX7223| LX7211 PLAINVILLE PRATT WHITNEY TANK       APPROX. 6.0 KM 1013425.9 |
 LX7223| LX7199 WOLCOTT SPINDLE HILL MICROWAVE      APPROX. 3.6 KM 2093609.6 |
 LX7223| CZ7948 SOUTH MTN RM 2                       23.465 METERS 26656     |
 LX7223| LX3528 TERRY                               APPROX. 6.5 KM 2875925.5 |
 LX7223| LX7228 BRISTOL NW MUN STANDPIPE            APPROX. 7.6 KM 3445855.8 |
 LX7223|---------------------------------------------------------------------|
 LX7223
 LX7223                          SUPERSEDED SURVEY CONTROL
 LX7223
 LX7223  NAD 83(1996)-  41 38 55.06374(N)    072 56 49.14457(W) AD(       ) 1
 LX7223  NAD 83(1992)-  41 38 55.06383(N)    072 56 49.14460(W) AD(       ) 1
 LX7223  NAD 83(1992)-  41 38 55.06555(N)    072 56 49.14635(W) AD(       ) 1
 LX7223  NAD 83(1986)-  41 38 55.06562(N)    072 56 49.14635(W) AD(       ) 1
 LX7223  NAD 27      -  41 38 54.71077(N)    072 56 50.77668(W) AD(       ) 1
 LX7223  NGVD 29 (07/19/86)  316.4    (m)         1038.     (f) VERT ANG       
 LX7223
 LX7223.Superseded values are not recommended for survey control.
 LX7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7223.See file dsdata.txt to determine how the superseded data were derived.
 LX7223
 LX7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7096212801(NAD 83)
 LX7223_MARKER: DS = TRIANGULATION STATION DISK
 LX7223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7223+STABILITY: SURFACE MOTION
 LX7223
 LX7223  HISTORY     - Date     Condition        Report By
 LX7223  HISTORY     - 1981     MONUMENTED       NGS
 LX7223
 LX7223                          STATION DESCRIPTION
 LX7223
 LX7223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7223'THE STATION IS LOCATED ABOUT 8 KM (5 MI) WEST-NORTHWEST OF
 LX7223'SOUTHINGTON, 5.6 KM (3.5 MI) EAST-SOUTHEAST OF TERRYVILLE,
 LX7223'2.9 KM (1.8 MI) SOUTH OF BRISTOL AND ON SOUTH MOUNTAIN, AT A
 LX7223'SIGHT OF THE CONNECTICUT LIGHT AND POWER COMPANY MICROWAVE MAST,
 LX7223'OWNERSHIP--CONNECTICUT LIGHT AND POWER COMPANY, PRELIMINARY
 LX7223'PERMISSION BY WALTER WADMAN, C/O CONNECTICUT LIGHT AND POWER
 LX7223'COMPANY 9, BARBER STREET, BRISTOL CT 06010, PHONE 203-583-1876.
 LX7223'
 LX7223'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72
 LX7223'AND MAIN STREET, WHICH IS JUST NORTH OF THE TELEPHONE
 LX7223'BUILDING IN BRISTOL, GO SOUTH ON MAIN STREET FOR 0.2 KM
 LX7223'(0.15 MI) TO A T-STREET.  TURN LEFT AND GO EAST ON SOUTH STREET
 LX7223'FOR 0.3 KM (0.2 MI) TO A CROSS STREET AT THE SOUTH CORNER OF THE
 LX7223'BARNES ASSOCIATED SPRING FACTORY BUILDING.  TURN RIGHT GOING
 LX7223'SOUTH ON WILLIS STREET FOR 2.5 KM (1.55 MI) TO THE TOP OF HILL
 LX7223'AND A LOCKED GATE ON RIGHT.  TURN RIGHT PASSING THROUGH GATE
 LX7223'AND GO WEST UPHILL FOR 0.1 KM (0.05 MI) TO THE STATION
 LX7223'ON LEFT.
 LX7223'
 LX7223'THE STATION IS A STANDARD NGS DISK
 LX7223'STAMPED---SOUTH MTN 1981---,
 LX7223'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7223'FLUSH WITH GROUND.  IT IS LOCATED
 LX7223'34.65 METERS (113.7 FT) SOUTHEAST FROM A POWER POLE WITH
 LX7223'TRANSFORMER,
 LX7223'10.35 METERS (33.95 FT) SOUTH FROM THE EAST ONE OF THREE METAL
 LX7223'POSTS,
 LX7223'6.6 METERS (21.65 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 LX7223'PAVED DRIVE AND
 LX7223'1.3 METERS (4.3 FT) NORTH FROM A METAL WITNESS POST.
 LX7223'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7223'STAMPED---SOUTH MTN 1981---,
 LX7223'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7223'
 LX7223'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7223'STAMPED---SOUTH MTN NO 1 1981---,
 LX7223'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7223'12.3 METERS (40.35 FT) NORTH FROM THE APPROXIMATE CENTER OF PAVED
 LX7223'A DRIVE,
 LX7223'10.45 METERS (34.28 FT) EAST-NORTHEAST FROM THE EAST ONE OF THREE
 LX7223'METAL POSTS AND
 LX7223'1.0 METER (3.3 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST.
 LX7223'MARK IS ABOVE STATION 0.5 METER.
 LX7223'
 LX7223'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7223'STAMPED---SOUTH MTN NO 2 1981---,
 LX7223'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7223'23.0 METERS (75.46 FT) WEST FROM A METAL WITNESS POST,
 LX7223'14.89 METERS (48.85 FT) SOUTHEAST FROM A POWER POLE WITH
 LX7223'TRANSFORMER AND
 LX7223'8.4 METERS (27.55 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE
 LX7223'PAVED DRIVE.
 LX7223'MARK IS ABOVE STATION 0.2 METER.
 LX7223'
 LX7223'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX7223'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7474 ***********************************************************************
 LX7474  DESIGNATION -  SOUTH NORWALK BROOKSIDE MUN TK
 LX7474  PID         -  LX7474
 LX7474  STATE/COUNTY-  CT/FAIRFIELD
 LX7474  USGS QUAD   -  NORWALK SOUTH (1984)
 LX7474
 LX7474                         *CURRENT SURVEY CONTROL
 LX7474  ___________________________________________________________________
 LX7474* NAD 83(1996)-  41 05 28.72814(N)    073 26 03.37603(W)     ADJUSTED  
 LX7474* NAVD 88     -                                                        
 LX7474  ___________________________________________________________________
 LX7474  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 LX7474  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX7474
 LX7474  HORZ ORDER  -  THIRD
 LX7474
 LX7474.The horizontal coordinates were established by classical geodetic methods
 LX7474.and adjusted by the National Geodetic Survey in August 1998..
 LX7474
 LX7474
 LX7474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7474
 LX7474.The geoid height was determined by GEOID03.
 LX7474
 LX7474;                    North         East     Units Scale Factor Converg.
 LX7474;SPC CT       -   181,278.398   247,308.727   MT  1.00001276   -0 27 13.4
 LX7474;SPC CT       -   594,744.21    811,378.72   sFT  1.00001276   -0 27 13.4
 LX7474;UTM  18      - 4,550,074.895   631,500.556   MT  0.99981283   +1 01 45.3
 LX7474
 LX7474                          SUPERSEDED SURVEY CONTROL
 LX7474
 LX7474  NAD 83(1992)-  41 05 28.72739(N)    073 26 03.37473(W) AD(       ) 4
 LX7474  NAD 83(1986)-  41 05 28.72954(N)    073 26 03.37750(W) AD(       ) 4
 LX7474  NAD 83(1986)-  41 05 28.72505(N)    073 26 03.37732(W) AD(       ) 4
 LX7474
 LX7474.Superseded values are not recommended for survey control.
 LX7474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7474.See file dsdata.txt to determine how the superseded data were derived.
 LX7474
 LX7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3150150075(NAD 83)
 LX7474_MARKER: 53 = ELEVATED TANK
 LX7474
 LX7474  HISTORY     - Date     Condition        Report By
 LX7474  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7474
 LX7474                          STATION DESCRIPTION
 LX7474
 LX7474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7474'THE STATION, THE SOUTH NORWALK BROOKSIDE MUNICPAL WATER TANK,
 LX7474'IS THE VENT ATOP THE PEDESTAL SPHERE TANK, PAINTED PALE BLUE,
 LX7474'ABOUT 33.5 METERS (110 FT) HIGH.
 LX7474'
 LX7474'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) SOUTHWEST
 LX7474'OF THE JUNCTION OF INTERSTATE 95 AND STATE HIGHWAY 123,
 LX7474'0.2 KM (0.1 MI) NORTHEAST OF THE BROOKSIDE SCHOOL, 0.2 KM
 LX7474'(0.1 MI) NORTHWEST OF SOUNDVIEW AVENUE, 35 METERS (114.8 FT)
 LX7474'NORTHEAST OF MICHAEL STREET AND ALONG A ROW OF PRIVATE
 LX7474'RESIDENCES.
 LX7474'
 LX7474'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3686 ***********************************************************************
 LX3686  DESIGNATION -  SOUTH TRANSMISSION TWR W BANK
 LX3686  PID         -  LX3686
 LX3686  STATE/COUNTY-  CT/FAIRFIELD
 LX3686  USGS QUAD   -  MILFORD (1984)
 LX3686
 LX3686                         *CURRENT SURVEY CONTROL
 LX3686  ___________________________________________________________________
 LX3686* NAD 83(1996)-  41 13 47.64879(N)    073 06 40.50418(W)     ADJUSTED  
 LX3686* NAVD 88     -                                                        
 LX3686  ___________________________________________________________________
 LX3686  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 LX3686  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3686
 LX3686  HORZ ORDER  -  THIRD
 LX3686
 LX3686.The horizontal coordinates were established by classical geodetic methods
 LX3686.and adjusted by the National Geodetic Survey in August 1998..
 LX3686
 LX3686
 LX3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3686
 LX3686.The geoid height was determined by GEOID03.
 LX3686
 LX3686;                    North         East     Units Scale Factor Converg.
 LX3686;SPC CT       -   196,505.432   274,512.708   MT  0.99999712   -0 14 22.3
 LX3686;SPC CT       -   644,701.57    900,630.44   sFT  0.99999712   -0 14 22.3
 LX3686;UTM  18      - 4,565,998.887   658,297.257   MT  0.99990840   +1 14 42.4
 LX3686
 LX3686                          SUPERSEDED SURVEY CONTROL
 LX3686
 LX3686  NAD 83(1992)-  41 13 47.64750(N)    073 06 40.50385(W) AD(       ) 4
 LX3686  NAD 83(1986)-  41 13 47.65226(N)    073 06 40.50802(W) AD(       ) 4
 LX3686  NAD 27      -  41 13 47.30600(N)    073 06 42.11600(W) AD(       ) 3
 LX3686
 LX3686.Superseded values are not recommended for survey control.
 LX3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3686.See file dsdata.txt to determine how the superseded data were derived.
 LX3686
 LX3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5829765999(NAD 83)
 LX3686
 LX3686  HISTORY     - Date     Condition        Report By
 LX3686  HISTORY     - 1934     MONUMENTED       CGS
 LX3686  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3686  HISTORY     - 1989     GOOD             USPSQD
 LX3686
 LX3686                          STATION DESCRIPTION
 LX3686
 LX3686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3686'ON THE W BANK OF THE HOUSATONIC RIVER JUST E OF THE RIVER ROAD
 LX3686'FROM STRATFORD TO SHELTON ABOUT ONE-QUARTER MILE N OF THE
 LX3686'HOUSATONIC LODGE (ROADHOUSE).  THE TOWER IS BUILT OF STEEL ANGLE
 LX3686'SHAPES.  IT HAS A SQUARE BASE AND IS PAINTED A DARK GRAY.  THE
 LX3686'TOWER SUPPORTS SEVEN HIGH TENSION LINES OF THE CONNECTICUT
 LX3686'LIGHT AND POWER COMPANY.  STATION IS APEX OF TOWER, HEIGHT ABOUT
 LX3686'200 FEET ABOVE HIGH WATER.  IT IS THE SOUTHERLY ONE OF TWO
 LX3686'TOWERS.
 LX3686
 LX3686                          STATION RECOVERY (1961)
 LX3686
 LX3686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3686'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION, AS DESCRIBED,
 LX3686'EXCEPT THAT THE DISTANCE N OF HOUSATONIC LODGE (NOW RAVEN) IS
 LX3686'0.45 MILE--NOT 1/4 MILE.
 LX3686'
 LX3686'TOWER MARKED IN STENCIL--S 14 AND 17200 TRANS. LINE.
 LX3686'
 LX3686'THERE ARE NOW 19 HIGH TENSION LINES ON THE TWO OLDER TOWERS OF
 LX3686'1934 (NOT 7).  AND THERE ARE 4 HIGH TENSION LINES ON A SMALLER,
 LX3686'NEWER TOWER, JUST N OF THE 1934 TOWER.
 LX3686
 LX3686                          STATION RECOVERY (1989)
 LX3686
 LX3686'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3695 ***********************************************************************
 LX3695  DESIGNATION -  SOUTH TRANSMISSION TOWER EAST BANK
 LX3695  PID         -  LX3695
 LX3695  STATE/COUNTY-  CT/NEW HAVEN
 LX3695  USGS QUAD   -  MILFORD (1984)
 LX3695
 LX3695                         *CURRENT SURVEY CONTROL
 LX3695  ___________________________________________________________________
 LX3695* NAD 83(1996)-  41 13 45.46478(N)    073 06 29.04398(W)     ADJUSTED  
 LX3695* NAVD 88     -                                                        
 LX3695  ___________________________________________________________________
 LX3695  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 LX3695  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX3695
 LX3695  HORZ ORDER  -  THIRD
 LX3695
 LX3695.The horizontal coordinates were established by classical geodetic methods
 LX3695.and adjusted by the National Geodetic Survey in August 1998..
 LX3695
 LX3695
 LX3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3695
 LX3695.The geoid height was determined by GEOID03.
 LX3695
 LX3695;                    North         East     Units Scale Factor Converg.
 LX3695;SPC CT       -   196,436.946   274,779.328   MT  0.99999717   -0 14 14.7
 LX3695;SPC CT       -   644,476.88    901,505.18   sFT  0.99999717   -0 14 14.7
 LX3695;UTM  18      - 4,565,937.337   658,565.538   MT  0.99990944   +1 14 49.9
 LX3695
 LX3695                          SUPERSEDED SURVEY CONTROL
 LX3695
 LX3695  NAD 83(1992)-  41 13 45.46351(N)    073 06 29.04375(W) AD(       ) 4
 LX3695  NAD 83(1986)-  41 13 45.46828(N)    073 06 29.04809(W) AD(       ) 4
 LX3695  NAD 27      -  41 13 45.12100(N)    073 06 30.65800(W) AD(       ) 3
 LX3695
 LX3695.Superseded values are not recommended for survey control.
 LX3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3695.See file dsdata.txt to determine how the superseded data were derived.
 LX3695
 LX3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5856665937(NAD 83)
 LX3695_MARKER: 55 = TOWER
 LX3695
 LX3695  HISTORY     - Date     Condition        Report By
 LX3695  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX3695  HISTORY     - 1961     GOOD             CGS
 LX3695
 LX3695                          STATION DESCRIPTION
 LX3695
 LX3695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3695'ON THE E BANK OF THE HOUSATONIC RIVER E OF THE RIVER ROAD
 LX3695'FROM STRATFORD TO SHELTON ABOUT ONE-QUARTER MILE N OF HOUSATONIC
 LX3695'LODGE (ROADHOUSE).  TOWER IS BUILT OF STEEL ANGLE SHAPES.  IT HAS
 LX3695'A SQUARE BASE AND IS PAINTED A DARK GRAY.  THE TOWER SUPPORTS
 LX3695'SEVEN HIGH TENSION LINES OF THE CONNECTICUT LIGHT AND POWER
 LX3695'COMPANY.  IT RESTS IN MARSHLAND THAT FLOODS AT HIGH TIDE.
 LX3695'STATION IS APEX OF TOWER ABOUT 200 FEET ABOVE HIGH WATER.  IT IS
 LX3695'THE SOUTHERLY OF TWO TOWERS.
 LX3695
 LX3695                          STATION RECOVERY (1961)
 LX3695
 LX3695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3695'RECOVERED AS DESCRIBED IN GOOD CONDITION, EXCEPT THAT THERE ARE
 LX3695'NOW 19 HIGH TENSION LINES, INSTEAD OF 7.
 LX3695'
 LX3695'AS THIS IS ON THE E SIDE OF THE RIVER, ILL GO ALONG WITH THE
 LX3695'PHRASE, ABOUT 1/4 MILE N OF HOUSATONIC LODGE (NOW RAVEN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6594 ***********************************************************************
 LX6594  DESIGNATION -  SOUTH WINDSOR STANDPIPE
 LX6594  PID         -  LX6594
 LX6594  STATE/COUNTY-  CT/HARTFORD
 LX6594  USGS QUAD   -  MANCHESTER (1992)
 LX6594
 LX6594                         *CURRENT SURVEY CONTROL
 LX6594  ___________________________________________________________________
 LX6594* NAD 83(1996)-  41 51 22.95503(N)    072 31 05.57603(W)     ADJUSTED  
 LX6594* NAVD 88     -                                                        
 LX6594  ___________________________________________________________________
 LX6594  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 LX6594  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX6594
 LX6594  HORZ ORDER  -  THIRD
 LX6594
 LX6594.The horizontal coordinates were established by classical geodetic methods
 LX6594.and adjusted by the National Geodetic Survey in August 1998..
 LX6594
 LX6594
 LX6594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6594
 LX6594.The geoid height was determined by GEOID03.
 LX6594
 LX6594;                    North         East     Units Scale Factor Converg.
 LX6594;SPC CT       -   266,046.075   324,047.206   MT  0.99999897   +0 09 13.3
 LX6594;SPC CT       -   872,852.83  1,063,144.88   sFT  0.99999897   +0 09 13.3
 LX6594;UTM  18      - 4,636,808.101   706,004.188   MT  1.00012224   +1 39 23.7
 LX6594
 LX6594                          SUPERSEDED SURVEY CONTROL
 LX6594
 LX6594  NAD 83(1996)-  41 51 22.95473(N)    072 31 05.57609(W) AD(       ) 4
 LX6594  NAD 83(1992)-  41 51 22.95508(N)    072 31 05.57643(W) AD(       ) 4
 LX6594  NAD 83(1992)-  41 51 22.95579(N)    072 31 05.57707(W) AD(       ) 4
 LX6594  NAD 83(1986)-  41 51 22.95646(N)    072 31 05.57722(W) AD(       ) 4
 LX6594  NAD 27      -  41 51 22.60298(N)    072 31 07.26753(W) AD(       ) 3
 LX6594
 LX6594.Superseded values are not recommended for survey control.
 LX6594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6594.See file dsdata.txt to determine how the superseded data were derived.
 LX6594
 LX6594_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0600436808(NAD 83)
 LX6594_MARKER: 52 = STANDPIPE TANK
 LX6594_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6594
 LX6594  HISTORY     - Date     Condition        Report By
 LX6594  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6594
 LX6594                          STATION DESCRIPTION
 LX6594
 LX6594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6594'THE STATION, IS THE CAP, TOP CENTER, OF THE SOUTH WINDSOR
 LX6594'STANDPIPE.  IT IS ABOUT 95 FEET IN HEIGHT AND GREEN IN COLOR.
 LX6594'
 LX6594'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF
 LX6594'ROCKVILLE.
 LX6594'
 LX6594'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND
 LX6594'74 IN SOUTH WINDSOR, GO NORTHEAST FOR 2.45 MILES TO A CROSSROAD,
 LX6594'NEDERWERFER ROAD.  TURN LEFT AND GO NORTH ON NEDERWERFER ROAD FOR
 LX6594'0.3 MILE TO THE TANK ON THE RIGHT, 300 FEET EAST OF NEDERWERFER
 LX6594'ROAD.
 LX6594'
 LX6594'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7475 ***********************************************************************
 LX7475  DESIGNATION -  SOUTHBURY
 LX7475  PID         -  LX7475
 LX7475  STATE/COUNTY-  CT/NEW HAVEN
 LX7475  USGS QUAD   -  NEWTOWN (1984)
 LX7475
 LX7475                         *CURRENT SURVEY CONTROL
 LX7475  ___________________________________________________________________
 LX7475* NAD 83(1996)-  41 29 50.59926(N)    073 16 35.54060(W)     ADJUSTED  
 LX7475* NAVD 88     -       225.9    (meters)     741.     (feet)  VERTCON   
 LX7475  ___________________________________________________________________
 LX7475  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 LX7475  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX7475
 LX7475  HORZ ORDER  -  FIRST
 LX7475
 LX7475.The horizontal coordinates were established by classical geodetic methods
 LX7475.and adjusted by the National Geodetic Survey in August 1998..
 LX7475
 LX7475.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7475
 LX7475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7475
 LX7475.The geoid height was determined by GEOID03.
 LX7475
 LX7475;                    North         East     Units Scale Factor Converg.
 LX7475;SPC CT       -   226,282.999   260,835.854   MT  0.99998334   -0 20 56.9
 LX7475;SPC CT       -   742,396.81    855,758.96   sFT  0.99998334   -0 20 56.9
 LX7475;UTM  18      - 4,595,408.090   643,853.292   MT  0.99985467   +1 08 31.7
 LX7475
 LX7475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7475!SPC CT       -   0.99996919  x   0.99998334  =   0.99995253
 LX7475!UTM  18      -   0.99996919  x   0.99985467  =   0.99982387
 LX7475
 LX7475|---------------------------------------------------------------------|
 LX7475| PID    Reference Object                     Distance      Geod. Az  |
 LX7475|                                                           dddmmss.s |
 LX7475| CR9144 SOUTHBURY RM 1                       23.591 METERS 05019     |
 LX7475| CR9145 SOUTHBURY RM 2                       26.587 METERS 13717     |
 LX7475| LX3596 SOUTHBURY ST TRAINING SCH TANK      APPROX. 1.2 KM 3300646.1 |
 LX7475|---------------------------------------------------------------------|
 LX7475
 LX7475                          SUPERSEDED SURVEY CONTROL
 LX7475
 LX7475  NAD 83(1992)-  41 29 50.59892(N)    073 16 35.54075(W) AD(       ) 1
 LX7475  NAD 83(1986)-  41 29 50.60161(N)    073 16 35.54141(W) AD(       ) 1
 LX7475  NAD 83(1986)-  41 29 50.60147(N)    073 16 35.54151(W) AD(       ) 1
 LX7475  NGVD 29 (10/23/89)  226.2    (m)          742.     (f) VERT ANG       
 LX7475
 LX7475.Superseded values are not recommended for survey control.
 LX7475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7475.See file dsdata.txt to determine how the superseded data were derived.
 LX7475
 LX7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4385395408(NAD 83)
 LX7475_MARKER: DS = TRIANGULATION STATION DISK
 LX7475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7475+STABILITY: SURFACE MOTION
 LX7475
 LX7475  HISTORY     - Date     Condition        Report By
 LX7475  HISTORY     - 1983     MONUMENTED       NGS
 LX7475
 LX7475                          STATION DESCRIPTION
 LX7475
 LX7475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7475'THE STATION IS LOCATED ABOUT 17.6 KM (11 MI) NORTHEAST OF
 LX7475'DANBURY, 9.6 KM (6 MI) NORTH OF SANDY HOOK, 5.8 KM (3.6 MI)
 LX7475'WEST-NORTHWEST OF SOUTHBURY, 0.5 KM (0.3 KM) SOUTH OF THE
 LX7475'LITCHFIELD COUNTY LINE, ON HORSE HILL, PROPERTY OF THE
 LX7475'SOUTHBURY TRAINING SCHOOL.
 LX7475'OWNERSHIP--SOUTHBURY TRAINING SCHOOL, WILSON HAWKES,
 LX7475'ASSISTANT SUPERINTENDENT FOR ADMINISTRATION,
 LX7475'SOUTHBURY CT 06488, PHONE 203-264-8231.
 LX7475'
 LX7475'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 67
 LX7475'AND 172 WHICH IS ABOUT 4.8 KM (3.0 MI) NORTH OF SOUTH
 LX7475'BRITAIN, GO SOUTH ON HIGHWAY 172 FOR 4.0 KM (2.5 MI) TO THE
 LX7475'SOUTHBURY TRAINING SCHOOL ENTRANCE ON RIGHT.  TURN RIGHT AND
 LX7475'GO WEST ON THE WINDING PAVED ROAD (FOLLOW HOSPITAL SIGNS) FOR
 LX7475'0.8 KM (0.5 MI) TO A ROAD RIGHT.  KEEP LEFT AND CONTINUE
 LX7475'AHEAD CROSSING A SMALL BRIDGE FOR 0.6 KM (0.4 MI) TO A FORK.
 LX7475'KEEP LEFT ON THE MAIN ROAD FOR 1.7 KM (1.05 MI) TO A PAVED
 LX7475'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED, THEN
 LX7475'DIRT ROAD FOR 0.2 KM (0.15 MI) TO A METAL GATE AND FIELD
 LX7475'ROAD RIGHT.  TURN AND PASS THROUGH THE GATE GOING EAST FOR
 LX7475'0.4 KM (0.25 MI) TO A ROAD RIGHT AT A FENCE AND LARGE OAK TREE.
 LX7475'(TO REACH THE AZIMUTH FROM HERE, GO NORTH ALONG THE FENCE
 LX7475'LINE FOR 0.1 KM (0.05 MI)
 LX7475'TO THE MARK ON RIGHT).  TURN RIGHT AND GO SOUTH FOR 0.2 KM
 LX7475'(0.15 MI) TO A GATE.  PASS THROUGH, GOING SOUTH FOR ABOUT
 LX7475'22.9 METERS (75 FT) TO THE STATION ON RIGHT.
 LX7475'
 LX7475'THE STATION IS A STANDARD NGS DISK
 LX7475'STAMPED---SOUTHBURY 1983---,
 LX7475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7475'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 LX7475'26.7 METERS (87.5 FT) NORTHWEST FROM A WITNESS POST,
 LX7475'23.9 METERS (78.5 FT) SOUTHWEST FROM A WITNESS POST,
 LX7475'15.7 METERS (51.5 FT) SOUTH FROM A WIRE FENCE AND
 LX7475'15.5 METERS (51.0 FT) WEST FROM THE APPROXIMATE CENTER OF A TRACK
 LX7475'ROAD.
 LX7475'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7475'STAMPED---SOUTHBURY 1983---,
 LX7475'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7475'
 LX7475'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7475'STAMPED---SOUTHBURY NO 1 1983---,
 LX7475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7475'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7475'9.0 METERS (29.5 FT) SOUTH-SOUTHWEST FROM UTILITY POLE NUMBER
 LX7475'41-30,
 LX7475'2.7 METERS (9.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 LX7475'A TRACK ROAD,
 LX7475'0.6 METER (2.1 FT) SOUTHWEST FROM A T-FENCE CORNER AND
 LX7475'0.5 METER (1.5 FT) WEST FROM THE WITNESS POST.
 LX7475'MARK IS LEVEL WITH STATION.
 LX7475'
 LX7475'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7475'STAMPED---SOUTHBURY NO 2 1983---,
 LX7475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7475'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7475'34.4 METERS (113.0 FT) SOUTH FROM THE WITNESS POST,
 LX7475'2.3 METERS (7.5 FT) EAST FROM THE APPROXIMATE CENTER OF A TRACK
 LX7475'ROAD,
 LX7475'0.7 METER (2.2 FT) WEST FROM A WIRE FENCE AND
 LX7475'0.6 METER (2.1 FT) SOUTHWEST FROM THE WITNESS POST
 LX7475'MARK IS LEVEL WITH STATION.
 LX7475'
 LX7475'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX7475'STAMPED---SOUTHBURY 1983---,
 LX7475'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX7475'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7475'0.8 METER (2.5 FT) WEST-SOUTHWEST FROM A NORTH AND SOUTH WIRE
 LX7475'FENCE AND
 LX7475'0.7 METER (2.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX7475'
 LX7475'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.6 METERS.
 LX7475'
 LX7475'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7476 ***********************************************************************
 LX7476  DESIGNATION -  SOUTHBURY AZ MK
 LX7476  PID         -  LX7476
 LX7476  STATE/COUNTY-  CT/NEW HAVEN
 LX7476  USGS QUAD   -  ROXBURY (1984)
 LX7476
 LX7476                         *CURRENT SURVEY CONTROL
 LX7476  ___________________________________________________________________
 LX7476* NAD 83(1996)-  41 30 02.50143(N)    073 16 37.13800(W)     ADJUSTED  
 LX7476* NAVD 88     -       232.     (meters)     761.     (feet)  VERTCON   
 LX7476  ___________________________________________________________________
 LX7476  LAPLACE CORR-           2.92  (seconds)                    DEFLEC99
 LX7476  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX7476
 LX7476  HORZ ORDER  -  SECOND
 LX7476
 LX7476.The horizontal coordinates were established by classical geodetic methods
 LX7476.and adjusted by the National Geodetic Survey in August 1998..
 LX7476
 LX7476.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7476
 LX7476.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7476
 LX7476.The geoid height was determined by GEOID03.
 LX7476
 LX7476;                    North         East     Units Scale Factor Converg.
 LX7476;SPC CT       -   226,650.406   260,801.044   MT  0.99998330   -0 20 57.9
 LX7476;SPC CT       -   743,602.21    855,644.76   sFT  0.99998330   -0 20 57.9
 LX7476;UTM  18      - 4,595,774.420   643,808.938   MT  0.99985451   +1 08 30.9
 LX7476
 LX7476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7476!SPC CT       -   0.99996831  x   0.99998330  =   0.99995161
 LX7476!UTM  18      -   0.99996831  x   0.99985451  =   0.99982282
 LX7476
 LX7476                          SUPERSEDED SURVEY CONTROL
 LX7476
 LX7476  NAD 83(1992)-  41 30 02.50112(N)    073 16 37.13815(W) AD(       ) 2
 LX7476  NAD 83(1986)-  41 30 02.50492(N)    073 16 37.13876(W) AD(       ) 2
 LX7476  NAD 83(1986)-  41 30 02.50487(N)    073 16 37.13885(W) AD(       ) 2
 LX7476  NGVD 29 (10/23/89)  232.     (m)          761.     (f) VERT ANG       
 LX7476
 LX7476.Superseded values are not recommended for survey control.
 LX7476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7476.See file dsdata.txt to determine how the superseded data were derived.
 LX7476
 LX7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4380995774(NAD 83)
 LX7476_MARKER: DZ = AZIMUTH MARK DISK
 LX7476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7476_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7476+STABILITY: SURFACE MOTION
 LX7476
 LX7476  HISTORY     - Date     Condition        Report By
 LX7476  HISTORY     - 1983     MONUMENTED       NGS
 LX7476
 LX7476                          STATION DESCRIPTION
 LX7476
 LX7476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7476'THE STATION IS LOCATED ABOUT 17.6 KM (11.0 MI) NORTHEAST
 LX7476'OF DANBURY, 9.6 KM (6.0 MI) NORTH OF SANDY HOOK,
 LX7476'5.8 KM (3.6 MI) WEST-NORTHWEST OF SOUTHBURY, ON HORSE HILL
 LX7476'AND PROPERTY OF THE SOUTHBURY TRAINING SCHOOL.
 LX7476'OWNERSHIP--SOUTHBURY TRAINING SCHOOL, WILSON HAWKES,
 LX7476'ASSISTANT SUPERINTENDENT FOR ADMISTRATION,
 LX7476'SOUTHBURY CT 06488, PHONE 203-264-8231.
 LX7476'
 LX7476'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67
 LX7476'AND 172 WHICH IS ABOUT 4.8 KM (3.0 MI) NORTH OF SOUTH BRITAIN,
 LX7476'GO SOUTH ON HIGHWAY 172 FOR 4.0 KM (2.5 MI) TO THE SOUTHBURY
 LX7476'TRAINING SCHOOL ENTRANCE ON RIGHT.  TURN RIGHT AND GO WEST ON
 LX7476'THE WINDING PAVED ROAD (FOLLOW HOSPITAL SIGNS) FOR 0.8 KM
 LX7476'(0.5 MI) TO A PAVED ROAD RIGHT.  KEEP LEFT AND CONTINUE AHEAD
 LX7476'CROSSING A SMALL BRIDGE FOR 0.6 KM (0.4 MI) TO A FORK.  KEEP
 LX7476'LEFT ON THE MAIN ROAD FOR 1.7 KM (1.05 MI) TO A PAVED ROAD RIGHT.
 LX7476'TURN RIGHT AND GO NORTH ON THE PAVED, THEN DIRT ROAD FOR 0.2 KM
 LX7476'(0.15 MI) TO A METAL GATE AND FIELD ROAD RIGHT.  TURN AND PASS
 LX7476'THROUGH THE GATE GOING EAST FOR 0.4 KM (O.25 MI) TO A ROAD RIGHT,
 LX7476'AT A FENCE AND LARGE OAK TREE.  TURN LEFT AND GO NORTH ALONG THE
 LX7476'FENCE FOR 0.1 KM (0.05 MI) TO THE STATION ON RIGHT.
 LX7476'
 LX7476'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7476'STAMPED---SOUTHBURY 1983---,
 LX7476'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX7476'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7476'0.8 METER (2.5 FT) WEST-SOUTHWEST FROM A NORTH AND SOUTH WIRE
 LX7476'FENCE AND
 LX7476'0.7 METER (2.2 FT) WEST-SOUTHWEST FROM A WITNESS POST.
 LX7476'
 LX7476'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7476'
 LX7476'AN EDM TIE WAS MADE TO STATION SOUTHBURY.
 LX7476'
 LX7476'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.W. SMITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3596 ***********************************************************************
 LX3596  DESIGNATION -  SOUTHBURY ST TRAINING SCH TANK
 LX3596  PID         -  LX3596
 LX3596  STATE/COUNTY-  CT/NEW HAVEN
 LX3596  USGS QUAD   -  ROXBURY (1984)
 LX3596
 LX3596                         *CURRENT SURVEY CONTROL
 LX3596  ___________________________________________________________________
 LX3596* NAD 83(1996)-  41 30 22.92343(N)    073 17 00.25485(W)     ADJUSTED  
 LX3596* NAVD 88     -                                                        
 LX3596  ___________________________________________________________________
 LX3596  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 LX3596  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX3596
 LX3596  HORZ ORDER  -  THIRD
 LX3596
 LX3596.The horizontal coordinates were established by classical geodetic methods
 LX3596.and adjusted by the National Geodetic Survey in August 1998..
 LX3596
 LX3596
 LX3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3596
 LX3596.The geoid height was determined by GEOID03.
 LX3596
 LX3596;                    North         East     Units Scale Factor Converg.
 LX3596;SPC CT       -   227,283.712   260,268.800   MT  0.99998325   -0 21 13.2
 LX3596;SPC CT       -   745,679.98    853,898.55   sFT  0.99998325   -0 21 13.2
 LX3596;UTM  18      - 4,596,393.578   643,260.462   MT  0.99985257   +1 08 16.0
 LX3596
 LX3596                          SUPERSEDED SURVEY CONTROL
 LX3596
 LX3596  NAD 83(1992)-  41 30 22.92310(N)    073 17 00.25500(W) AD(       ) 4
 LX3596  NAD 83(1986)-  41 30 22.93116(N)    073 17 00.24970(W) AD(       ) 4
 LX3596  NAD 27      -  41 30 22.58200(N)    073 17 01.84000(W) AD(       ) 3
 LX3596
 LX3596.Superseded values are not recommended for survey control.
 LX3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3596.See file dsdata.txt to determine how the superseded data were derived.
 LX3596
 LX3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4326096394(NAD 83)
 LX3596
 LX3596  HISTORY     - Date     Condition        Report By
 LX3596  HISTORY     - 1942     MONUMENTED       CGS
 LX3596  HISTORY     - 1983     GOOD             NGS
 LX3596
 LX3596                          STATION DESCRIPTION
 LX3596
 LX3596'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3596'STATION IS LOCATED ABOUT 4 MILES S OF ROXBURY ON A HIGH BARE HILL
 LX3596'OWNED BY THE SOUTHBURY STATE TRAINING SCHOOL FOR BOYS.  IT IS A
 LX3596'FOUR-LEGGED STEEL STRUCTURE WITH A LARGE WATER TANK, PAINTED RED
 LX3596'AND WHITE CHECKER WITH A LIGHT ON TOP.  THE POINT OBSERVED ON WAS
 LX3596'THE LIGHT ON TOP OF THE TANK.
 LX3596'
 LX3596'TO REACH FROM THE JUNCTION OF CONNECTICUT HIGHWAYS 67 AND 172 E
 LX3596'OF ROXBURY, GO S ON HIGHWAY 172 FOR 1.9 MILES TO A T-ROAD RIGHT,
 LX3596'TURN RIGHT AND GO 1.3 MILES TO A FORKS, TAKE RIGHT FORK AND GO
 LX3596'0.7 MILE TO A FORKS, TAKE RIGHT FORK AND GO 0.65 MILE TO TANK ON
 LX3596'THE LEFT SIDE OF THE ROAD.  THIS IS AN INTERSECTION STATION.
 LX3596
 LX3596                          STATION RECOVERY (1983)
 LX3596
 LX3596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3596'STATION RECOVERED IN GOOD CONDITION.  ADDITIONAL INFORMATION
 LX3596'FOLLOWS.
 LX3596'
 LX3596'THE STATION, SOUTHBURY STATE TRAINING SCHOOL WATER TANK IS THE
 LX3596'BALL ATOP THE CONICAL-ROOFED TANK, WITH FOUR TRUSSWORK LEGS,
 LX3596'PAINTED RED/WHITE CHECKER, ABOUT 35 METERS (115 FT) HIGH.
 LX3596'
 LX3596'THE STATION IS LOCATED 6 KM (3.7 MI) WEST-NORTHWEST OF
 LX3596'SOUTHBURY, 0.5 KM (0.3 MI) SOUTH OF THE LITCHFIELD COUNTY LINE,
 LX3596'NEAR THE NORTH EDGE OF THE SCHOOL FARM AREA.  THERE IS AN
 LX3596'UNPAINTED MICROWAVE TOWER ABOUT 35 METERS (115 FT) NORTH OF
 LX3596'THE TANK.
 LX3596'
 LX3596'DESCRIBED BY G. R. HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7184 ***********************************************************************
 LX7184  DESIGNATION -  SOUTHINGTON 1ST CONG CH SPIRE
 LX7184  PID         -  LX7184
 LX7184  STATE/COUNTY-  CT/HARTFORD
 LX7184  USGS QUAD   -  SOUTHINGTON (1992)
 LX7184
 LX7184                         *CURRENT SURVEY CONTROL
 LX7184  ___________________________________________________________________
 LX7184* NAD 83(1996)-  41 36 04.58392(N)    072 52 40.69498(W)     ADJUSTED  
 LX7184* NAVD 88     -                                                        
 LX7184  ___________________________________________________________________
 LX7184  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LX7184  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX7184
 LX7184  HORZ ORDER  -  THIRD
 LX7184
 LX7184.The horizontal coordinates were established by classical geodetic methods
 LX7184.and adjusted by the National Geodetic Survey in August 1998..
 LX7184
 LX7184
 LX7184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7184
 LX7184.The geoid height was determined by GEOID03.
 LX7184
 LX7184;                    North         East     Units Scale Factor Converg.
 LX7184;SPC CT       -   237,694.657   294,132.375   MT  0.99998384   -0 05 05.5
 LX7184;SPC CT       -   779,836.55    964,999.30   sFT  0.99998384   -0 05 05.5
 LX7184;UTM  18      - 4,607,682.371   676,839.096   MT  0.99998485   +1 24 33.4
 LX7184
 LX7184                          SUPERSEDED SURVEY CONTROL
 LX7184
 LX7184  NAD 83(1992)-  41 36 04.58333(N)    072 52 40.69512(W) AD(       ) 4
 LX7184  NAD 83(1986)-  41 36 04.58527(N)    072 52 40.69696(W) AD(       ) 4
 LX7184  NAD 27      -  41 36 04.23047(N)    072 52 42.33329(W) AD(       ) 3
 LX7184
 LX7184.Superseded values are not recommended for survey control.
 LX7184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7184.See file dsdata.txt to determine how the superseded data were derived.
 LX7184
 LX7184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7683907682(NAD 83)
 LX7184_MARKER: 90 = CHURCH SPIRE
 LX7184
 LX7184  HISTORY     - Date     Condition        Report By
 LX7184  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7184
 LX7184                          STATION DESCRIPTION
 LX7184
 LX7184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7184'THE STATION, IS THE BASE OF THE WEATHER VANE ATOP THE WHITE
 LX7184'SHINGLED SPIRE ATOP THE BELFRY OF THE SOUTHINGTON FIRST
 LX7184'CONGREGATIONAL CHURCH.
 LX7184'
 LX7184'THE STATION IS LOCATED IN THE NORTH PART OF TOWN, IN THE
 LX7184'NORTHEAST ANGLE OF ACADEMY STREET AND STATE HIGHWAY 10,
 LX7184'ACROSS THE STREET FROM CITY HALL.
 LX7184'OWNERSHIP--SOUTHINGTON FIRST CONGREGATIONAL CHURCH,
 LX7184'SOUTHINGTON CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3760 ***********************************************************************
 LX3760  DESIGNATION -  SOUTHPORT CONG CHURCH SPIRE
 LX3760  PID         -  LX3760
 LX3760  STATE/COUNTY-  CT/FAIRFIELD
 LX3760  USGS QUAD   -  WESTPORT (1975)
 LX3760
 LX3760                         *CURRENT SURVEY CONTROL
 LX3760  ___________________________________________________________________
 LX3760* NAD 83(1996)-  41 08 06.22080(N)    073 17 11.41286(W)     ADJUSTED  
 LX3760* NAVD 88     -                                                        
 LX3760  ___________________________________________________________________
 LX3760  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 LX3760  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX3760
 LX3760  HORZ ORDER  -  THIRD
 LX3760
 LX3760.The horizontal coordinates were established by classical geodetic methods
 LX3760.and adjusted by the National Geodetic Survey in August 1998..
 LX3760
 LX3760
 LX3760.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3760
 LX3760.The geoid height was determined by GEOID03.
 LX3760
 LX3760;                    North         East     Units Scale Factor Converg.
 LX3760;SPC CT       -   186,049.131   259,754.016   MT  1.00000719   -0 21 20.6
 LX3760;SPC CT       -   610,396.19    852,209.63   sFT  1.00000719   -0 21 20.6
 LX3760;UTM  18      - 4,555,165.226   643,816.031   MT  0.99985456   +1 07 38.6
 LX3760
 LX3760                          SUPERSEDED SURVEY CONTROL
 LX3760
 LX3760  NAD 83(1992)-  41 08 06.22006(N)    073 17 11.41205(W) AD(       ) 4
 LX3760  NAD 83(1986)-  41 08 06.22388(N)    073 17 11.40459(W) AD(       ) 4
 LX3760  NAD 27      -  41 08 05.88000(N)    073 17 12.99000(W) AD(       ) 3
 LX3760
 LX3760.Superseded values are not recommended for survey control.
 LX3760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3760.See file dsdata.txt to determine how the superseded data were derived.
 LX3760
 LX3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4381655165(NAD 83)
 LX3760
 LX3760  HISTORY     - Date     Condition        Report By
 LX3760  HISTORY     - 1892     MONUMENTED       CGS
 LX3760  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3760  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3760  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3760  HISTORY     - 1983     GOOD             NGS
 LX3760  HISTORY     - 1987     POOR             USPSQD
 LX3760
 LX3760                          STATION DESCRIPTION
 LX3760
 LX3760'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3760'IN 1907 IT WAS REPORTED THAT THE CHURCH THEN STANDING HAD BEEN
 LX3760'BUILT IN 1875 OR 1876.  A STONE TABLET SET INTO THE FRONT SIDE OF
 LX3760'THE CHURCH TOWER HAS A MONOGRAM 1875 CUT INTO IT, AND THE WEATHER
 LX3760'VANE SURMOUNTING THE STEEPLE HAS THE FIGURES 1876 CUT THROUGH
 LX3760'IT.  THE CHURCH IS A HANDSOME STRUCTURE OF GREY STONE.  IT STANDS
 LX3760'ON THE WESTERN SIDE OF PEQUOT ROAD.  SPIRE IS ON EASTERN END OF
 LX3760'CHURCH, IS SLATE COVERED AND VERY DARK IN COLOR.  IN THE BELFRY
 LX3760'UNDER THE SPIRE IS THE TOWN CLOCK.  ACROSS THE WESTERN END OF
 LX3760'THE CHURCH AND ADJOINING IT IS THE CHAPEL.  IN 1907 H.P. RITTER
 LX3760'REPORTED THAT SOME YEARS PREVIOUS TO THAT DATE THE STEEPLE HAD BEEN
 LX3760'STRUCK BY LIGHTNING, NECESSITATING SOME REPAIRS TO OUTSIDE OF
 LX3760'TOWER, BUT THAT THE STEEPLE WAS NOT DISTURBED IN POSITION.
 LX3760
 LX3760                          STATION RECOVERY (1933)
 LX3760
 LX3760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3760'THE CONGREGATIONAL CHURCH IS A GREY-STONE BUILDING ON THE SHORE
 LX3760'ROAD IN THE SOUTHPORT SECTION OF THE TOWN OF FAIRFIELD.  BASE OF
 LX3760'THE SPIRE IS SQUARE AND TOP OCTAGONAL.  THERE IS A CLOCK IN EACH
 LX3760'FACE OF THE SQUARE BASE.  SPIRE IS COVERED WITH SLATE
 LX3760'SHINGLES.  THERE IS A STONE CROSS AT THE FRONT OF THE COMB OF THE
 LX3760'BUILDING.  THE STATION IS THE GREEN WEATHER VANE AT THE TOP OF
 LX3760'THE SPIRE ABOUT 150 FEET ABOVE THE GROUND.
 LX3760
 LX3760                          STATION RECOVERY (1959)
 LX3760
 LX3760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3760'RECOVERED IN EXCELLENT CONDITION, AS DESCRIBED, EXCEPT THAT
 LX3760'WEATHER VANE AT THE TOP OF THE SPIRE IS GONE.  HOWEVER THE
 LX3760'VERTICAL ROD WHICH SUPPORTED THE VANE IS TRULY VERTICAL AND IN
 LX3760'EXCELLENT CONDITION.
 LX3760
 LX3760                          STATION RECOVERY (1983)
 LX3760
 LX3760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3760'THE STATION WAS RECOVERED AS DESCRIBED IN 1907 AND 1959.
 LX3760'STATION IS ROD ON TOP OF THE SPIRE.
 LX3760'
 LX3760'DESCRIBED BY G.R. HEID.
 LX3760
 LX3760                          STATION RECOVERY (1987)
 LX3760
 LX3760'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3760'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3766 ***********************************************************************
 LX3766  DESIGNATION -  SOUTHPORT EPIS CHURCH SPIRE
 LX3766  PID         -  LX3766
 LX3766  STATE/COUNTY-  CT/FAIRFIELD
 LX3766  USGS QUAD   -  WESTPORT (1975)
 LX3766
 LX3766                         *CURRENT SURVEY CONTROL
 LX3766  ___________________________________________________________________
 LX3766* NAD 83(1996)-  41 08 00.18671(N)    073 17 15.35445(W)     ADJUSTED  
 LX3766* NAVD 88     -                                                        
 LX3766  ___________________________________________________________________
 LX3766  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 LX3766  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX3766
 LX3766  HORZ ORDER  -  THIRD
 LX3766
 LX3766.The horizontal coordinates were established by classical geodetic methods
 LX3766.and adjusted by the National Geodetic Survey in August 1998..
 LX3766
 LX3766
 LX3766.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3766
 LX3766.The geoid height was determined by GEOID03.
 LX3766
 LX3766;                    North         East     Units Scale Factor Converg.
 LX3766;SPC CT       -   185,863.559   259,660.928   MT  1.00000740   -0 21 23.3
 LX3766;SPC CT       -   609,787.36    851,904.23   sFT  1.00000740   -0 21 23.3
 LX3766;UTM  18      - 4,554,977.335   643,727.791   MT  0.99985424   +1 07 35.9
 LX3766
 LX3766                          SUPERSEDED SURVEY CONTROL
 LX3766
 LX3766  NAD 83(1992)-  41 08 00.18598(N)    073 17 15.35368(W) AD(       ) 4
 LX3766  NAD 83(1986)-  41 08 00.19506(N)    073 17 15.35859(W) AD(       ) 4
 LX3766  NAD 27      -  41 07 59.84800(N)    073 17 16.94300(W) AD(       ) 3
 LX3766
 LX3766.Superseded values are not recommended for survey control.
 LX3766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3766.See file dsdata.txt to determine how the superseded data were derived.
 LX3766
 LX3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4372854977(NAD 83)
 LX3766_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3766
 LX3766  HISTORY     - Date     Condition        Report By
 LX3766  HISTORY     - 1892     MONUMENTED       CGS
 LX3766  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3766  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3766  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3766  HISTORY     - 1983     GOOD             NGS
 LX3766  HISTORY     - 1987     GOOD             USPSQD
 LX3766
 LX3766                          STATION DESCRIPTION
 LX3766
 LX3766'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3766'IN 1907 H.P. RITTER REPORTED THAT THE SOUTHPORT EPISCOPAL CHURCH
 LX3766'THEN IN EXISTENCE (CALLED ALSO TRINITY CHURCH) HAD BEEN REBUILT
 LX3766'IN 1862, THE ORIGINAL DATING FROM 1855, AND THAT THERE HAD BEEN
 LX3766'NO CHANGES SINCE DATE OF REBUILDING.  THE CHURCH IS ON THE E SIDE
 LX3766'OF PEQUOT ROAD, AND THE SPIRE IS ON THE WESTERN END OF THE
 LX3766'CHURCH, A LARGE FRAME CHURCH.  SPIRE IS SHINGLED AND LIGHT BROWN
 LX3766'IN COLOR.  IN THE SAME ENCLOSURE AND ABOUT 25 YARDS IN
 LX3766'NORTHEASTERLY DIRECTION IS A CHAPEL.
 LX3766
 LX3766                          STATION RECOVERY (1933)
 LX3766
 LX3766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3766'THIS IS THE SOUTHPORT METHODIST EPISCOPAL CHURCH KNOWN LOCALLY
 LX3766'AS TRINITY CHURCH, LOCATED AT THE INTERSECTION OF CENTER STREET
 LX3766'AND PEQUOT ROAD, (NOT PEQUOD) OR SHORE ROAD.  CHURCH IS A
 LX3766'WHITE-FRAMED STRUCTURE.  SPIRE IS IN THE CENTER AND HAS A SQUARE
 LX3766'BASE BEING OCTAGONAL ABOVE THE ROOF.  STATION IS THE CROSS ON TOP
 LX3766'OF THE SPIRE ABOUT 150 FEET ABOVE THE GROUND.
 LX3766
 LX3766                          STATION RECOVERY (1959)
 LX3766
 LX3766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3766'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.
 LX3766
 LX3766                          STATION RECOVERY (1983)
 LX3766
 LX3766'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3766'THE STATION WAS RECOVERED AS DESCRIBED IN 1907.
 LX3766'STATION IS CROSS ON TOP.
 LX3766'
 LX3766'DESCRIBED BY G.R. HEID.
 LX3766
 LX3766                          STATION RECOVERY (1987)
 LX3766
 LX3766'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3756 ***********************************************************************
 LX3756  DESIGNATION -  SOUTHPORT GREENS FARM CH SPIRE
 LX3756  PID         -  LX3756
 LX3756  STATE/COUNTY-  CT/FAIRFIELD
 LX3756  USGS QUAD   -  WESTPORT (1975)
 LX3756
 LX3756                         *CURRENT SURVEY CONTROL
 LX3756  ___________________________________________________________________
 LX3756* NAD 83(1996)-  41 08 09.63407(N)    073 19 49.14284(W)     ADJUSTED  
 LX3756* NAVD 88     -                                                        
 LX3756  ___________________________________________________________________
 LX3756  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 LX3756  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX3756
 LX3756  HORZ ORDER  -  THIRD
 LX3756
 LX3756.The horizontal coordinates were established by classical geodetic methods
 LX3756.and adjusted by the National Geodetic Survey in August 1998..
 LX3756
 LX3756
 LX3756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3756
 LX3756.The geoid height was determined by GEOID03.
 LX3756
 LX3756;                    North         East     Units Scale Factor Converg.
 LX3756;SPC CT       -   186,178.199   256,076.019   MT  1.00000708   -0 23 05.2
 LX3756;SPC CT       -   610,819.64    840,142.74   sFT  1.00000708   -0 23 05.2
 LX3756;SPC NY L     -   107,859.086   356,227.747   MT  1.00000732   +0 26 16.9
 LX3756;SPC NY L     -   353,867.68  1,168,723.87   sFT  1.00000732   +0 26 16.9
 LX3756;UTM  18      - 4,555,199.041   640,136.511   MT  0.99984170   +1 05 54.9
 LX3756
 LX3756                          SUPERSEDED SURVEY CONTROL
 LX3756
 LX3756  NAD 83(1992)-  41 08 09.63342(N)    073 19 49.14170(W) AD(       ) 4
 LX3756  NAD 83(1986)-  41 08 09.63672(N)    073 19 49.14477(W) AD(       ) 4
 LX3756  NAD 27      -  41 08 09.28900(N)    073 19 50.72200(W) AD(       ) 3
 LX3756
 LX3756.Superseded values are not recommended for survey control.
 LX3756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3756.See file dsdata.txt to determine how the superseded data were derived.
 LX3756
 LX3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4013755199(NAD 83)
 LX3756
 LX3756  HISTORY     - Date     Condition        Report By
 LX3756  HISTORY     - 1933     MONUMENTED       CGS
 LX3756  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3756  HISTORY     - 1987     GOOD             USPSQD
 LX3756
 LX3756                          STATION DESCRIPTION
 LX3756
 LX3756'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3756'THE GREENS FARMS CONGREGATIONAL CHURCH IN THE TOWN OF SOUTHPORT
 LX3756'IS A WHITE FRAMED STRUCTURE WITH A RED TIN ROOF.
 LX3756'
 LX3756'THE SPIRE IS SQUARE AT THE BASE AND OCTAGONAL ABOVE THE
 LX3756'BASE.  THERE ARE 4 WINDOWS ON OPPOSITE SIDES OF THE OCTAGONAL
 LX3756'PORTION JUST ABOVE THE BASE.  THE STATION IS THE WEATHER VANE
 LX3756'AT APEX OF SPIRE AND IS ABOUT 150 FEET ABOVE THE SURFACE OF THE
 LX3756'GROUND.  THE SPIRE IS OUT OF PLUMB TO THE N.
 LX3756'
 LX3756'THE CHURCH IS ON THE HIGHEST PART OF THE HILL AND IS TO THE
 LX3756'E OF WEST PARISH ROAD AND S OF BOSTON POST ROAD ABOUT 400 FEET
 LX3756'AND 1/4 MILE RESPECTIVELY.
 LX3756
 LX3756                          STATION RECOVERY (1959)
 LX3756
 LX3756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3756'RECOVERED IN EXCELLENT CONDITION.  THE GREEN FARMS CONGREGATIONAL
 LX3756'CHURCH IS THE TOWN OF SOUTHPORT IS A WHITE FRAME STRUCTURE WITH
 LX3756'A BLACK SHINGLE ROOF.  THE SPIRE IS NOW NOT OUT OF PLUMB.
 LX3756'
 LX3756'THE MINISTERS WIFE INDICATED THAT THE APEX OF THE SPIRE IS NOT
 LX3756'AS HIGH AS IT WAS PRIOR TO 1952.  THIS MAY BE AN INDICATION THAT THE
 LX3756'SPIRE HAS BEEN REBUILT.
 LX3756
 LX3756                          STATION RECOVERY (1987)
 LX3756
 LX3756'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6370 ***********************************************************************
 LX6370  DESIGNATION -  SOUTHWEST LEDGE LIGHTHOUSE
 LX6370  PID         -  LX6370
 LX6370  STATE/COUNTY-  CT/NEW HAVEN
 LX6370  USGS QUAD   -  WOODMONT (1976)
 LX6370
 LX6370                         *CURRENT SURVEY CONTROL
 LX6370  ___________________________________________________________________
 LX6370* NAD 83(1996)-  41 14 04.03017(N)    072 54 43.54242(W)     ADJUSTED  
 LX6370* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6370  ___________________________________________________________________
 LX6370  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LX6370  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6370
 LX6370  HORZ ORDER  -  SECOND
 LX6370
 LX6370.The horizontal coordinates were established by classical geodetic methods
 LX6370.and adjusted by the National Geodetic Survey in August 1998..
 LX6370
 LX6370.The orthometric height was scaled from a topographic map.
 LX6370
 LX6370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6370
 LX6370.The geoid height was determined by GEOID03.
 LX6370
 LX6370;                    North         East     Units Scale Factor Converg.
 LX6370;SPC CT       -   196,960.223   291,211.200   MT  0.99999670   -0 06 26.9
 LX6370;SPC CT       -   646,193.66    955,415.41   sFT  0.99999670   -0 06 26.9
 LX6370;UTM  18      - 4,566,886.030   674,977.450   MT  0.99997682   +1 22 35.7
 LX6370
 LX6370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6370!SPC CT       -   1.00000459  x   0.99999670  =   1.00000129
 LX6370!UTM  18      -   1.00000459  x   0.99997682  =   0.99998141
 LX6370
 LX6370:                Primary Azimuth Mark                     Grid Az
 LX6370:SPC CT       -  BURWELL                                  322 46 29.2
 LX6370:UTM  18      -  BURWELL                                  321 17 26.6
 LX6370
 LX6370|---------------------------------------------------------------------|
 LX6370| PID    Reference Object                     Distance      Geod. Az  |
 LX6370|                                                           dddmmss.s |
 LX6370| LX6495 BURWELL                             APPROX. 8.3 KM 3224002.3 |
 LX6370|---------------------------------------------------------------------|
 LX6370
 LX6370                          SUPERSEDED SURVEY CONTROL
 LX6370
 LX6370  NAD 83(1992)-  41 14 04.02925(N)    072 54 43.54215(W) AD(       ) 2
 LX6370  NAD 83(1986)-  41 14 04.03035(N)    072 54 43.54688(W) AD(       ) 2
 LX6370  NAD 27      -  41 14 03.68100(N)    072 54 45.17800(W) AD(       ) 2
 LX6370
 LX6370.Superseded values are not recommended for survey control.
 LX6370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6370.See file dsdata.txt to determine how the superseded data were derived.
 LX6370
 LX6370_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7497766886(NAD 83)
 LX6370_MARKER: 13 = LIGHTHOUSE
 LX6370
 LX6370  HISTORY     - Date     Condition        Report By
 LX6370  HISTORY     - UNK      FIRST OBSERVED
 LX6370  HISTORY     - 1910     GOOD             CGS
 LX6370  HISTORY     - 1916     GOOD             CGS
 LX6370  HISTORY     - 1931     GOOD             CGS
 LX6370  HISTORY     - 1933     GOOD             CGS
 LX6370  HISTORY     - 1982     GOOD             NGS
 LX6370  HISTORY     - 1984     GOOD             USPSQD
 LX6370
 LX6370                          STATION DESCRIPTION
 LX6370
 LX6370'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6370'THIS LIGHT WAS BUILT IN 1877, AND THERE HAS BEEN NO CHANGE IN
 LX6370'POSITION SINCE DETERMINED IN 1882.
 LX6370
 LX6370                          STATION RECOVERY (1916)
 LX6370
 LX6370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX6370'ON REEF, E SIDE OF MAIN ENTRANCE.  WHITE, OCTAGONAL HOUSE.  BROWN
 LX6370'CYLINDRICAL PIER.  LIGHT ABOVE HIGH WATER 54 FEET.
 LX6370
 LX6370                          STATION RECOVERY (1931)
 LX6370
 LX6370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6370'STATION IS THE CENTER OF THE CIRCULAR LIGHTHOUSE ON THE W END
 LX6370'OF THE E BREAKWATER, NEW HAVEN HARBOR.  THIS IS LISTED AS AND
 LX6370'COMMONLY KNOWN AS SW LEDGE LIGHTHOUSE.  IT IS A FIXED WHITE LIGHT
 LX6370'54 FEET HIGH.
 LX6370'
 LX6370'NOT MARKED.
 LX6370
 LX6370                          STATION RECOVERY (1933)
 LX6370
 LX6370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6370'STATION WAS RECOVERED AS DESCRIBED.
 LX6370'
 LX6370'USED SAME CENTER AS C.A. EGNER 1931.  THE ECCENTRIC SET-UP WAS
 LX6370'ESTABLISHED ON THE UPPER BALCONY OF THE LIGHTHOUSE.  STATION WAS
 LX6370'ORIGINALLY LOCATED IN 1882.
 LX6370
 LX6370                          STATION RECOVERY (1982)
 LX6370
 LX6370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6370'THE STATION, SOUTHWEST LEDGE LIGHTHOUSE, WAS RECOVERED
 LX6370'IN GOOD CONDITION. THE LIGHT IS NOW A FLASHING RED LIGHT.
 LX6370'
 LX6370'THE STATION, SOUTHWEST LEDGE LIGHTHOUSE, IS THE
 LX6370'FLASHING RED LIGHT ON TOP OF THE WHITE HOUSE, WHICH IS
 LX6370'ATOP A 17 METERS (57 FT) TALL, BROWN CYLINDRICAL PIER.
 LX6370'THE RED LIGHT FLASHES AT 5 SECOND INTERVALS.
 LX6370'
 LX6370'THE STATION IS LOCATED ABOUT 8 KM (5 MI)
 LX6370'SOUTH-SOUTHEAST OF NEW HAVEN, AT THE SOUTHWEST END OF THE
 LX6370'EAST BREAKWATER, WHICH DIVIDES NEW HAVEN HARBOR AND
 LX6370'LONG ISLAND SOUND.
 LX6370'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX6370'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX6370'24 WOLLCOTT HILL ROAD, WETHERSFIELD CT 06109,
 LX6370'PHONE 203-566-4638.
 LX6370'
 LX6370'DESCRIBED BY G.R. HEID.
 LX6370
 LX6370                          STATION RECOVERY (1984)
 LX6370
 LX6370'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6370'LIGHTHOUSE IS STILL STANDING AND APPEARS TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6361 ***********************************************************************
 LX6361  DESIGNATION -  SPEC
 LX6361  PID         -  LX6361
 LX6361  STATE/COUNTY-  CT/NEW HAVEN
 LX6361  USGS QUAD   -  
 LX6361
 LX6361                         *CURRENT SURVEY CONTROL
 LX6361  ___________________________________________________________________
 LX6361* NAD 83(1996)-  41 14 44.91932(N)    072 48 16.93939(W)     ADJUSTED  
 LX6361* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6361  ___________________________________________________________________
 LX6361  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX6361  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX6361
 LX6361  HORZ ORDER  -  THIRD
 LX6361
 LX6361.The horizontal coordinates were established by classical geodetic methods
 LX6361.and adjusted by the National Geodetic Survey in August 1998..
 LX6361
 LX6361.The orthometric height was scaled from a topographic map.
 LX6361
 LX6361.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6361
 LX6361.The geoid height was determined by GEOID03.
 LX6361
 LX6361;                    North         East     Units Scale Factor Converg.
 LX6361;SPC CT       -   198,210.338   300,215.124   MT  0.99999569   -0 02 10.6
 LX6361;SPC CT       -   650,295.08    984,955.79   sFT  0.99999569   -0 02 10.6
 LX6361;SPC NY L     -   120,522.173   400,190.550   MT  1.00001871   +0 46 54.6
 LX6361;SPC NY L     -   395,413.16  1,312,958.50   sFT  1.00001871   +0 46 54.6
 LX6361;UTM  18      - 4,568,368.912   683,945.980   MT  1.00001644   +1 26 51.9
 LX6361
 LX6361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6361!SPC CT       -   1.00000429  x   0.99999569  =   0.99999998
 LX6361!SPC NY L     -   1.00000429  x   1.00001871  =   1.00002300
 LX6361!UTM  18      -   1.00000429  x   1.00001644  =   1.00002073
 LX6361
 LX6361:                Primary Azimuth Mark                     Grid Az
 LX6361:SPC CT       -  GOSS TURRET                              045 06 00.6
 LX6361:SPC NY L     -  GOSS TURRET                              044 16 55.4
 LX6361:UTM  18      -  GOSS TURRET                              043 36 58.1
 LX6361
 LX6361|---------------------------------------------------------------------|
 LX6361| PID    Reference Object                     Distance      Geod. Az  |
 LX6361|                                                           dddmmss.s |
 LX6361| LX6420 GOSS TURRET                         APPROX. 3.1 KM 0450350.0 |
 LX6361| CZ7949 SPEC RM 1                            10.050 METERS 04608     |
 LX6361| LX6430 ROGERS ISLAND CHIMNEY               APPROX. 3.8 KM 0661206.0 |
 LX6361| LX6443 GOVERNORS ISLAND CHIMNEY            APPROX. 4.1 KM 0762409.3 |
 LX6361| LX6444 HUBINGERS CHIMNEY                   APPROX. 4.3 KM 0803515.6 |
 LX6361| LX6354 HORSE ISLAND CHIMNEY                APPROX. 3.9 KM 0921746.2 |
 LX6361| LX6353 TWO TREE ISLAND CHIMNEY             APPROX. 3.8 KM 0970620.5 |
 LX6361| LX6360 BRANFORD REEF LIGHTHOUSE            APPROX. 2.7 KM 1810524.6 |
 LX6361| LX6432 MONTOWESE HOTEL GABLE               APPROX. 1.3 KM 3571712.7 |
 LX6361|---------------------------------------------------------------------|
 LX6361
 LX6361                          SUPERSEDED SURVEY CONTROL
 LX6361
 LX6361  NAD 83(1992)-  41 14 44.91845(N)    072 48 16.93919(W) AD(       ) 3
 LX6361  NAD 83(1986)-  41 14 44.92009(N)    072 48 16.94248(W) AD(       ) 3
 LX6361  NAD 27      -  41 14 44.57300(N)    072 48 18.58700(W) AD(       ) 3
 LX6361
 LX6361.Superseded values are not recommended for survey control.
 LX6361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6361.See file dsdata.txt to determine how the superseded data were derived.
 LX6361
 LX6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8394668369(NAD 83)
 LX6361_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6361_SETTING: 66 = SET IN ROCK OUTCROP
 LX6361_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6361+STABILITY: POSITION/ELEVATION WELL
 LX6361
 LX6361  HISTORY     - Date     Condition        Report By
 LX6361  HISTORY     - 1933     MONUMENTED       CGS
 LX6361  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6361  HISTORY     - 19910831 GOOD             USPSQD
 LX6361
 LX6361                          STATION DESCRIPTION
 LX6361
 LX6361'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6361'THIS STATION IS LOCATED ON THE SW END OF SPECTACLE ISLAND.  THE
 LX6361'ISLAND IS AN ALMOST BARE ROCK TO THE SOUTHWARD OF INDIAN NECK.  IT
 LX6361'PROJECTS ABOUT 5 FEET ABOVE HIGH WATER LINE.
 LX6361'
 LX6361'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 LX6361'A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX6361'
 LX6361'REFERENCE MARK NO. 1 IS LOCATED NORTHEASTERLY OF THE STATION.
 LX6361'
 LX6361'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6361
 LX6361                          STATION RECOVERY (1961)
 LX6361
 LX6361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6361'STATION AND R.M. WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 LX6361'WAS CHECKED AND FOUND TO BE CORRECT AS PUBLISHED IN THE 1933
 LX6361'DESCRIPTION.  THE MARKS ARE STAMPED STATION - SPEC 1933
 LX6361'R.M. - SPEC NO 1 1933
 LX6361'
 LX6361'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND
 LX6361'ADEQUATE.
 LX6361
 LX6361                          STATION RECOVERY (1991)
 LX6361
 LX6361'RECOVERY NOTE BY US POWER SQUADRON 1991 (LB)
 LX6361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6252 ***********************************************************************
 LX6252  DESIGNATION -  SPENCERS TANK
 LX6252  PID         -  LX6252
 LX6252  STATE/COUNTY-  CT/NEW HAVEN
 LX6252  USGS QUAD   -  GUILFORD (1984)
 LX6252
 LX6252                         *CURRENT SURVEY CONTROL
 LX6252  ___________________________________________________________________
 LX6252* NAD 83(1996)-  41 17 05.81797(N)    072 41 06.06290(W)     ADJUSTED  
 LX6252* NAVD 88     -                                                        
 LX6252  ___________________________________________________________________
 LX6252  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 LX6252  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX6252
 LX6252  HORZ ORDER  -  THIRD
 LX6252
 LX6252.The horizontal coordinates were established by classical geodetic methods
 LX6252.and adjusted by the National Geodetic Survey in August 1998..
 LX6252
 LX6252
 LX6252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6252
 LX6252.The geoid height was determined by GEOID03.
 LX6252
 LX6252;                    North         East     Units Scale Factor Converg.
 LX6252;SPC CT       -   202,557.593   310,244.271   MT  0.99999251   +0 02 35.1
 LX6252;SPC CT       -   664,557.70  1,017,859.75   sFT  0.99999251   +0 02 35.1
 LX6252;SPC NY L     -   125,012.209   410,156.917   MT  1.00002366   +0 51 36.4
 LX6252;SPC NY L     -   410,144.22  1,345,656.49   sFT  1.00002366   +0 51 36.4
 LX6252;UTM  18      - 4,572,974.721   693,859.595   MT  1.00006253   +1 31 40.5
 LX6252
 LX6252                          SUPERSEDED SURVEY CONTROL
 LX6252
 LX6252  NAD 83(1992)-  41 17 05.81708(N)    072 41 06.06275(W) AD(       ) 4
 LX6252  NAD 83(1986)-  41 17 05.81923(N)    072 41 06.06565(W) AD(       ) 4
 LX6252  NAD 27      -  41 17 05.47200(N)    072 41 07.71900(W) AD(       ) 3
 LX6252
 LX6252.Superseded values are not recommended for survey control.
 LX6252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6252.See file dsdata.txt to determine how the superseded data were derived.
 LX6252
 LX6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9386072975(NAD 83)
 LX6252
 LX6252  HISTORY     - Date     Condition        Report By
 LX6252  HISTORY     - 1934     MONUMENTED       CGS
 LX6252  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6252
 LX6252                          STATION DESCRIPTION
 LX6252
 LX6252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6252'THIS IS THE WATER TANK ON THE PLANT OF I.S. SPENCERS SONS ON
 LX6252'FAIR STREET, GUILFORD.
 LX6252'
 LX6252'THE TANK IS WOOD AND ERECTED ON A STEEL STRUCTURE.  IT IS
 LX6252'PAINTED GREEN WITH I.S. SPENCERS SONS GUILFORD IN ALUMINUM
 LX6252'COLORED LETTERS.  TANK IS FURTHER IDENTIFIED BY ALUMINUM
 LX6252'PAINTED STEEL SMOKESTACK JUST W OF IT.  WOODEN ROOF OF TANK IS
 LX6252'CONICAL AND PAINTED BLACK.
 LX6252'
 LX6252'TANK IS 25 METERS W OF THE CENTER LINE OF FAIR STREET.
 LX6252'
 LX6252'CENTER IS THE CENTER LINE OF THE FINIAL ON TANK ROOF.
 LX6252'
 LX6252'THE TANK IS ABOUT 60 FEET HIGH.
 LX6252
 LX6252                          STATION RECOVERY (1961)
 LX6252
 LX6252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6252'THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6372 ***********************************************************************
 LX6372  DESIGNATION -  SPERRY LIGHTHOUSE ABANDONED
 LX6372  PID         -  LX6372
 LX6372  STATE/COUNTY-  CT/NEW HAVEN
 LX6372  USGS QUAD   -  WOODMONT (1976)
 LX6372
 LX6372                         *CURRENT SURVEY CONTROL
 LX6372  ___________________________________________________________________
 LX6372* NAD 83(1996)-  41 13 16.51970(N)    072 56 32.37016(W)     ADJUSTED  
 LX6372* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6372  ___________________________________________________________________
 LX6372  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LX6372  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6372
 LX6372  HORZ ORDER  -  SECOND
 LX6372
 LX6372.The horizontal coordinates were established by classical geodetic methods
 LX6372.and adjusted by the National Geodetic Survey in August 1998..
 LX6372
 LX6372.The orthometric height was scaled from a topographic map.
 LX6372
 LX6372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6372
 LX6372.The geoid height was determined by GEOID03.
 LX6372
 LX6372;                    North         East     Units Scale Factor Converg.
 LX6372;SPC CT       -   195,499.753   288,673.585   MT  0.99999792   -0 07 39.1
 LX6372;SPC CT       -   641,402.11    947,089.92   sFT  0.99999792   -0 07 39.1
 LX6372;SPC NY L     -   117,646.892   388,688.685   MT  1.00001584   +0 41 30.5
 LX6372;SPC NY L     -   385,979.84  1,275,222.79   sFT  1.00001584   +0 41 30.5
 LX6372;UTM  18      - 4,565,360.373   672,478.572   MT  0.99996613   +1 21 22.6
 LX6372
 LX6372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6372!SPC CT       -   1.00000459  x   0.99999792  =   1.00000251
 LX6372!SPC NY L     -   1.00000459  x   1.00001584  =   1.00002043
 LX6372!UTM  18      -   1.00000459  x   0.99996613  =   0.99997072
 LX6372
 LX6372:                Primary Azimuth Mark                     Grid Az
 LX6372:SPC CT       -  SANDY POINT BREAKWATER LT                024 19 14.1
 LX6372:SPC NY L     -  SANDY POINT BREAKWATER LT                023 30 04.5
 LX6372:UTM  18      -  SANDY POINT BREAKWATER LT                022 50 12.4
 LX6372
 LX6372|---------------------------------------------------------------------|
 LX6372| PID    Reference Object                     Distance      Geod. Az  |
 LX6372|                                                           dddmmss.s |
 LX6372| LX6509 SANDY POINT BREAKWATER LT           APPROX. 5.0 KM 0241135.0 |
 LX6372| LX6367 NEW HAVEN MID BRKWTR E END LT       APPROX. 2.0 KM 0550150.3 |
 LX6372| LX6369 NEW HAVEN MID BRKWTR W END LT       APPROX. 0.6 KM 0570926.7 |
 LX6372| LX6370 SOUTHWEST LEDGE LIGHTHOUSE          APPROX. 2.9 KM 0595703.1 |
 LX6372| LX3701 CROSS                               APPROX. 6.7 KM 2571253.6 |
 LX6372| LX6371 NEW HAVEN W BRKWTR W END LT         APPROX. 1.3 KM 2924705.8 |
 LX6372|---------------------------------------------------------------------|
 LX6372
 LX6372                          SUPERSEDED SURVEY CONTROL
 LX6372
 LX6372  NAD 83(1992)-  41 13 16.51875(N)    072 56 32.36987(W) AD(       ) 2
 LX6372  NAD 83(1986)-  41 13 16.51950(N)    072 56 32.37554(W) AD(       ) 2
 LX6372  NAD 27      -  41 13 16.16800(N)    072 56 34.00700(W) AD(       ) 2
 LX6372
 LX6372.Superseded values are not recommended for survey control.
 LX6372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6372.See file dsdata.txt to determine how the superseded data were derived.
 LX6372
 LX6372_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7247965360(NAD 83)
 LX6372_MARKER: 13 = LIGHTHOUSE
 LX6372
 LX6372  HISTORY     - Date     Condition        Report By
 LX6372  HISTORY     - UNK      FIRST OBSERVED
 LX6372  HISTORY     - 1910     GOOD             CGS
 LX6372  HISTORY     - 1916     GOOD             CGS
 LX6372  HISTORY     - 1931     GOOD             CGS
 LX6372  HISTORY     - 1933     GOOD             CGS
 LX6372  HISTORY     - 1984     GOOD             USPSQD
 LX6372
 LX6372                          STATION DESCRIPTION
 LX6372
 LX6372'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6372'NEW HAVEN LIGHT STATION.  A CYLINDRICAL PIER, WITH CONICAL TOWER,
 LX6372'LOWER HALF BROWN, UPPER HALF WHITE.  LIGHT 61 FEET ABOVE HIGH
 LX6372'WATER.  BUILT IN 1900 AND ACCORDING TO REPORT IN 1910, UNCHANGED
 LX6372'SINCE OBSERVED ON IN 1904.  LIGHTHOUSE IS KNOWN ALSO LOCALLY AS
 LX6372'THE SPERRY LIGHT.
 LX6372
 LX6372                          STATION RECOVERY (1916)
 LX6372
 LX6372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX6372'RECOVERY NOTES, TOGETHER WITH ORIGINAL DESCRIPTION, SUFFICIENT
 LX6372'WITH FOLLOWING ADDITIONS--LIGHT LISTED 1916-NEW HAVEN LIGHT, BLACK,
 LX6372'CYLINDRICAL PIER, CONICAL TOWER, LOWER HALF BROWN, UPPER HALF
 LX6372'WHITE.  LIGHT ABOVE HIGH WATER 61 FEET.
 LX6372
 LX6372                          STATION RECOVERY (1931)
 LX6372
 LX6372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CAE)
 LX6372'STATION IS THE CENTER OF THE CIRCULAR LIGHTHOUSE ON THE E END
 LX6372'OF THE W BREAKWATER, NEW HAVEN HARBOR.  IT IS 61 FEET HIGH,
 LX6372'FLASHING RED EVERY 5 SECONDS, GIVEN ON THE CHARTS AS NEW HAVEN
 LX6372'LIGHT BUT COMMONLY KNOWN AS SPERRY LIGHTHOUSE.
 LX6372
 LX6372                          STATION RECOVERY (1933)
 LX6372
 LX6372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6372'STATION WAS DESIGNATED NEW HAVEN OUTER BREAKWATER LIGHTHOUSE BY
 LX6372'J.B. BAYLOR IN 1904.  STATION WAS RECOVERED AS DESCRIBED BY
 LX6372'C.A. EGNER.  SAME POINT WAS USED AS CENTER.  ECCENTRIC SET-UP
 LX6372'WAS MADE ON THE NORTHERLY SIDE OF THE SECOND BALCONY FROM THE TOP
 LX6372'OF THE LIGHTHOUSE.
 LX6372'
 LX6372'STRUCTURE IS NO LONGER USED AS A LIGHT STATION.
 LX6372'
 LX6372'THE NEW DETERMINATION IS THEREFORE FOR SPERRY LIGHT (ABANDONED).
 LX6372
 LX6372                          STATION RECOVERY (1984)
 LX6372
 LX6372'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6372'TOWER IS STILL STANDING - DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5992 ***********************************************************************
 LX5992  DESIGNATION -  SPICERS CHIMNEY
 LX5992  PID         -  LX5992
 LX5992  STATE/COUNTY-  CT/MIDDLESEX
 LX5992  USGS QUAD   -  DEEP RIVER (1971)
 LX5992
 LX5992                         *CURRENT SURVEY CONTROL
 LX5992  ___________________________________________________________________
 LX5992* NAD 83(1996)-  41 24 19.43583(N)    072 26 27.89754(W)     ADJUSTED  
 LX5992* NAVD 88     -                                                        
 LX5992  ___________________________________________________________________
 LX5992  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LX5992  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX5992
 LX5992  HORZ ORDER  -  THIRD
 LX5992
 LX5992.The horizontal coordinates were established by classical geodetic methods
 LX5992.and adjusted by the National Geodetic Survey in August 1998..
 LX5992
 LX5992
 LX5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5992
 LX5992.The geoid height was determined by GEOID03.
 LX5992
 LX5992;                    North         East     Units Scale Factor Converg.
 LX5992;SPC CT       -   215,978.749   330,631.100   MT  0.99998563   +0 12 17.4
 LX5992;SPC CT       -   708,590.28  1,084,745.53   sFT  0.99998563   +0 12 17.4
 LX5992;UTM  18      - 4,586,921.929   713,893.877   MT  1.00016307   +1 41 35.0
 LX5992
 LX5992                          SUPERSEDED SURVEY CONTROL
 LX5992
 LX5992  NAD 83(1992)-  41 24 19.43497(N)    072 26 27.89726(W) AD(       ) 4
 LX5992  NAD 83(1986)-  41 24 19.43685(N)    072 26 27.90024(W) AD(       ) 4
 LX5992  NAD 27      -  41 24 19.07500(N)    072 26 29.60000(W) AD(       ) 3
 LX5992
 LX5992.Superseded values are not recommended for survey control.
 LX5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5992.See file dsdata.txt to determine how the superseded data were derived.
 LX5992
 LX5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1389486922(NAD 83)
 LX5992
 LX5992  HISTORY     - Date     Condition        Report By
 LX5992  HISTORY     - 1934     MONUMENTED       CGS
 LX5992  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5992  HISTORY     - 1984     GOOD             USPSQD
 LX5992  HISTORY     - 19980309 GOOD             USPSQD
 LX5992
 LX5992                          STATION DESCRIPTION
 LX5992
 LX5992'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5992'THIS HOUSE IS ON THE E SIDE OF ROUTE 9 ABOUT 1/3 MILE N OF
 LX5992'ST.-JOSEPHS IN-CHESTER CHURCH.  IT IS THE PROPERTY OF GEORGE
 LX5992'W. SPICER.  IT IS ON A HILL THAT RISES APPROXIMATELY 20 FEET
 LX5992'ABOVE THE HIGHWAY AND 65 FEET FROM IT.
 LX5992'
 LX5992'THE HOUSE IS A 2-STORY FRAME STRUCTURE PAINTED WHITE WITH GREEN
 LX5992'SHUTTERS.  A SMALL GARAGE ATTACHED TO THE N END BALANCES A PORCH
 LX5992'AT THE S.  THE GABLE ENDS FACE N AND S.  A SINGLE SQUARE RED-BRICK
 LX5992'CHIMNEY SHOWS.  IT IS AT THE RIDGEPOLE NEAR THE N END OF THE
 LX5992'HOUSE.
 LX5992'
 LX5992'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5992
 LX5992                          STATION RECOVERY (1948)
 LX5992
 LX5992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5992'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX5992
 LX5992                          STATION RECOVERY (1984)
 LX5992
 LX5992'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5992'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5992'AND ACCURATE.
 LX5992
 LX5992                          STATION RECOVERY (1998)
 LX5992
 LX5992'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5101 ***********************************************************************
 LX5101  DESIGNATION -  SPICERS HOUSE
 LX5101  PID         -  LX5101
 LX5101  STATE/COUNTY-  CT/NEW LONDON
 LX5101  USGS QUAD   -  UNCASVILLE (1984)
 LX5101
 LX5101                         *CURRENT SURVEY CONTROL
 LX5101  ___________________________________________________________________
 LX5101* NAD 83(1996)-  41 23 04.59222(N)    072 04 59.05153(W)     ADJUSTED  
 LX5101* NAVD 88     -                                                        
 LX5101  ___________________________________________________________________
 LX5101  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LX5101  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5101
 LX5101  HORZ ORDER  -  THIRD
 LX5101
 LX5101.The horizontal coordinates were established by classical geodetic methods
 LX5101.and adjusted by the National Geodetic Survey in August 1998..
 LX5101
 LX5101
 LX5101.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5101
 LX5101.The geoid height was determined by GEOID03.
 LX5101
 LX5101;                    North         East     Units Scale Factor Converg.
 LX5101;SPC CT       -   213,838.924   360,584.148   MT  0.99998651   +0 26 32.0
 LX5101;SPC CT       -   701,569.87  1,183,016.49   sFT  0.99998651   +0 26 32.0
 LX5101;UTM  18      - 4,585,560.125   743,900.175   MT  1.00033215   +1 55 45.7
 LX5101;UTM  19      - 4,586,041.501   242,206.330   MT  1.00041795   -2 02 21.7
 LX5101
 LX5101                          SUPERSEDED SURVEY CONTROL
 LX5101
 LX5101  NAD 83(1992)-  41 23 04.59114(N)    072 04 59.05073(W) AD(       ) 4
 LX5101  NAD 83(1986)-  41 23 04.59190(N)    072 04 59.05486(W) AD(       ) 4
 LX5101  NAD 27      -  41 23 04.24500(N)    072 05 00.77800(W) AD(       ) 3
 LX5101
 LX5101.Superseded values are not recommended for survey control.
 LX5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5101.See file dsdata.txt to determine how the superseded data were derived.
 LX5101
 LX5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4390085560(NAD 83)
 LX5101
 LX5101  HISTORY     - Date     Condition        Report By
 LX5101  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5101  HISTORY     - 1960     GOOD             CGS
 LX5101  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5101
 LX5101                          STATION DESCRIPTION
 LX5101
 LX5101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5101'THE HOUSE IS ON THE N END OF BAILEY HILL AND ON THE W SLOPE OF
 LX5101'THE HILL.  IT IS S OF THE SUBMARINE BASE.  THE HOUSE IS A
 LX5101'2-STORY SQUARE BUILDING.  THE ROOF IS VERY STEEP AND COMES TO
 LX5101'A POINT AT THE TOP.  THERE IS A BRICK CHIMNEY AT THE
 LX5101'NORTHEASTERLY CORNER OF THE HOUSE.
 LX5101'
 LX5101'THE STATION IS THE CENTER LINE OF THE HOUSE.  HEIGHT ABOUT
 LX5101'25 FEET.
 LX5101
 LX5101                          STATION RECOVERY (1960)
 LX5101
 LX5101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5101'STATION RECOVERED IN GOOD CONDITION.
 LX5101
 LX5101                          STATION RECOVERY (1984)
 LX5101
 LX5101'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5101'SPICERS HOUSE THIS HOUSE HAS BEEN DESTROYED.  PART OF A FOUNDATION
 LX5101'IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5054 ***********************************************************************
 LX5054  DESIGNATION -  SPIELMAN
 LX5054  PID         -  LX5054
 LX5054  STATE/COUNTY-  CT/TOLLAND
 LX5054  USGS QUAD   -  ELLINGTON (1984)
 LX5054
 LX5054                         *CURRENT SURVEY CONTROL
 LX5054  ___________________________________________________________________
 LX5054* NAD 83(1996)-  41 54 23.48491(N)    072 29 51.22660(W)     ADJUSTED  
 LX5054* NAVD 88     -       100.7    (meters)     330.     (feet)  VERTCON   
 LX5054  ___________________________________________________________________
 LX5054  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 LX5054  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX5054
 LX5054  HORZ ORDER  -  FIRST
 LX5054
 LX5054.The horizontal coordinates were established by classical geodetic methods
 LX5054.and adjusted by the National Geodetic Survey in August 1998..
 LX5054
 LX5054.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5054
 LX5054.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5054
 LX5054.The geoid height was determined by GEOID03.
 LX5054
 LX5054;                    North         East     Units Scale Factor Converg.
 LX5054;SPC CT       -   271,620.762   325,745.853   MT  1.00000428   +0 10 02.6
 LX5054;SPC CT       -   891,142.45  1,068,717.85   sFT  1.00000428   +0 10 02.6
 LX5054;UTM  18      - 4,642,426.145   707,556.149   MT  1.00013013   +1 40 19.3
 LX5054
 LX5054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5054!SPC CT       -   0.99998880  x   1.00000428  =   0.99999308
 LX5054!UTM  18      -   0.99998880  x   1.00013013  =   1.00011893
 LX5054
 LX5054:                Primary Azimuth Mark                     Grid Az
 LX5054:SPC CT       -  SOAPSTONE MTN RADAR DOME                 050 00 39.8
 LX5054:UTM  18      -  SOAPSTONE MTN RADAR DOME                 048 30 23.1
 LX5054
 LX5054|---------------------------------------------------------------------|
 LX5054| PID    Reference Object                     Distance      Geod. Az  |
 LX5054|                                                           dddmmss.s |
 LX5054| LX5057 SOAPSTONE MTN RADAR DOME            APPROX. 9.1 KM 0501042.4 |
 LX5054| LX5051 ELLINGTON CH OF ST LUKE CROSS       APPROX. 2.1 KM 0960013.7 |
 LX5054| LX5038 ELLINGTON CONG CHURCH SPIRE         APPROX. 2.4 KM 0981610.8 |
 LX5054| CZ7950 SPIELMAN RM 1                        26.623 METERS 18528     |
 LX5054| LX6594 SOUTH WINDSOR STANDPIPE             APPROX. 5.8 KM 1970649.6 |
 LX5054| CZ7951 SPIELMAN RM 2                        26.548 METERS 25827     |
 LX5054| LX6570 SPIELMAN RM 3                       168.147 METERS 27315     |
 LX5054| LX5062 SPIELMAN RM 3 TPT                   161.323 METERS 27316     |
 LX5054| LX6560 BROAD BROOK WATER TANK              APPROX. 3.9 KM 2895024.0 |
 LX5054|---------------------------------------------------------------------|
 LX5054
 LX5054                          SUPERSEDED SURVEY CONTROL
 LX5054
 LX5054  NAD 83(1996)-  41 54 23.48468(N)    072 29 51.22660(W) AD(       ) 1
 LX5054  NAD 83(1992)-  41 54 23.48511(N)    072 29 51.22701(W) AD(       ) 1
 LX5054  NAD 83(1992)-  41 54 23.48562(N)    072 29 51.22758(W) AD(       ) 1
 LX5054  NAD 83(1986)-  41 54 23.48648(N)    072 29 51.22764(W) AD(       ) 1
 LX5054  NAD 27      -  41 54 23.13518(N)    072 29 52.92134(W) AD(       ) 1
 LX5054  NGVD 29 (07/19/86)  100.9    (m)          331.     (f) VERT ANG       
 LX5054
 LX5054.Superseded values are not recommended for survey control.
 LX5054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5054.See file dsdata.txt to determine how the superseded data were derived.
 LX5054
 LX5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0755642426(NAD 83)
 LX5054_MARKER: DS = TRIANGULATION STATION DISK
 LX5054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5054+STABILITY: SURFACE MOTION
 LX5054
 LX5054  HISTORY     - Date     Condition        Report By
 LX5054  HISTORY     - 1979     MONUMENTED       NGS
 LX5054
 LX5054                          STATION DESCRIPTION
 LX5054
 LX5054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5054'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF
 LX5054'WINDSORVILLE, 1-1/2 MILES WEST OF ELLINGTON, 1 MILE
 LX5054'EAST OF THE TOLLAND-HARTFORD COUNTY LINE AND ON
 LX5054'PROPERTY OWNED BY MR. JOHN SPIELMAN OF 39 ELLINGTON,
 LX5054'SOUTH WINSOR, CONNECTICUT, 06029 WHO GAVE
 LX5054'PERMISSION FOR THE STATION.
 LX5054'
 LX5054'TO REACH THE STATION FROM THE TOWN HALL IN ELLINGTON, GO
 LX5054'WEST FOLLOWING STATE HIGHWAY 286 FOR 0.55 MILE TO A
 LX5054'CROSSROAD (THIS IS WHERE STATE HIGHWAY 286 TURNS LEFT).
 LX5054'CONTINUE STRAIGHT AHEAD WEST ON FROG HOLLOW ROAD FOR
 LX5054'1.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 LX5054'FOLLOWING A GRAVEL ROAD FOR 0.4 MILE TO A FIELD ROAD
 LX5054'RIGHT, (TO REACH THE REFERENCE MARK 3 FROM HERE,
 LX5054'CONTINUE AHEAD ON GRAVEL ROAD FOR 0.05 MILE TO THE
 LX5054'MARK ON THE RIGHT AS DESCRIBED).  TURN RIGHT AND GO
 LX5054'EAST UPHILL FOLLOWING A FIELD ROAD FOR 0.1 MILE TO
 LX5054'TOP OF HILL, A FIELD ENTRANCE ROAD RIGHT AND THE
 LX5054'STATION AS DESCRIBED.
 LX5054'
 LX5054'THE STATION IS A STANDARD NGS DISK
 LX5054'STAMPED---SPIELMAN 1979---,
 LX5054'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5054'FLUSH WITH GROUND.  IT IS LOCATED
 LX5054'28.9 FEET NORTH-NORTHWEST FROM A LARGE FOUR-TRUNKED OAK TREE,
 LX5054'22.5 FEET SOUTHEAST FROM THE JUNCTION OF TWO FIELD ROADS,
 LX5054'15.7 FEET NORTHEAST FROM A TWIN-TRUNKED 6-INCH OAK TREE WITH A
 LX5054'TRIANGLE BLAZE AND
 LX5054'1.5 FEET EAST FROM A METAL WITNESS POST.
 LX5054'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX5054'STAMPED---SPIELLMAN 1979---,
 LX5054'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 LX5054'
 LX5054'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5054'STAMPED---SPIELMAN NO 1 1979---,
 LX5054'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5054'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5054'67 FEET SOUTHWEST FROM THE FOUR-TRUNKED OAK TREE,
 LX5054'15.6 FEET SOUTH-SOUTHEAST FROM AN 18-INCH OAK TREE,
 LX5054'9.4 FEET WEST FROM THE EDGE OF A CULTIVATED FIELD AND
 LX5054'4.1 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 LX5054'MARK IS BELOW STATION 0.61 METERS.
 LX5054'
 LX5054'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5054'STAMPED---SPIELMAN NO 2 1979---,
 LX5054'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5054'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5054'15 FEET SOUTH FROM THE FIELD ROAD,
 LX5054'14 FEET NORTHEAST FROM A 16-INCH OAK TREE,
 LX5054'7.7 FEET NORTHWEST FROM A 8-INCH PINE TREE AND
 LX5054'3.3 FEET EAST FROM A METAL WITNESS POST.
 LX5054'MARK IS BELOW STATION 1.0 METERS.
 LX5054'
 LX5054'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX5054'STAMPED---SPIELMAN NO 3 1979---,
 LX5054'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX5054'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 LX5054'88 FEET NORTH FROM THE FIELD ROAD,
 LX5054'15 FEET EAST FROM THE GRAVEL ROAD,
 LX5054'5.6 FEET SOUTH FROM A METAL WITNESS POST AND
 LX5054'3.0 FEET NORTH FROM A METAL WITNESS POST.
 LX5054'MARK IS BELOW STATION 5.0 METERS.
 LX5054'
 LX5054'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 LX5054'
 LX5054'REFERENCE MARK 3 DOES NOT HAVE AN UNDERGROUND DISK.
 LX5054'
 LX5054'DESCRIBED BY R.L. RAMSEY, CHECKED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6570 ***********************************************************************
 LX6570  DESIGNATION -  SPIELMAN RM 3
 LX6570  PID         -  LX6570
 LX6570  STATE/COUNTY-  CT/TOLLAND
 LX6570  USGS QUAD   -  BROAD BROOK (1984)
 LX6570
 LX6570                         *CURRENT SURVEY CONTROL
 LX6570  ___________________________________________________________________
 LX6570* NAD 83(1996)-  41 54 23.79375(N)    072 29 58.51047(W)     ADJUSTED  
 LX6570* NAVD 88     -        91.0    (meters)     299.     (feet)  VERTCON   
 LX6570  ___________________________________________________________________
 LX6570  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 LX6570  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX6570
 LX6570  HORZ ORDER  -  SECOND
 LX6570
 LX6570.The horizontal coordinates were established by classical geodetic methods
 LX6570.and adjusted by the National Geodetic Survey in August 1998..
 LX6570
 LX6570.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6570
 LX6570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6570
 LX6570.The geoid height was determined by GEOID03.
 LX6570
 LX6570;                    North         East     Units Scale Factor Converg.
 LX6570;SPC CT       -   271,629.802   325,577.949   MT  1.00000429   +0 09 57.7
 LX6570;SPC CT       -   891,172.11  1,068,166.99   sFT  1.00000429   +0 09 57.7
 LX6570;UTM  18      - 4,642,430.774   707,388.044   MT  1.00012927   +1 40 14.4
 LX6570
 LX6570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6570!SPC CT       -   0.99999032  x   1.00000429  =   0.99999461
 LX6570!UTM  18      -   0.99999032  x   1.00012927  =   1.00011959
 LX6570
 LX6570                          SUPERSEDED SURVEY CONTROL
 LX6570
 LX6570  NAD 83(1996)-  41 54 23.79352(N)    072 29 58.51048(W) AD(       ) 2
 LX6570  NAD 83(1992)-  41 54 23.79395(N)    072 29 58.51089(W) AD(       ) 2
 LX6570  NAD 83(1992)-  41 54 23.79446(N)    072 29 58.51145(W) AD(       ) 2
 LX6570  NAD 83(1986)-  41 54 23.79531(N)    072 29 58.51151(W) AD(       ) 2
 LX6570  NAD 27      -  41 54 23.44401(N)    072 30 00.20498(W) AD(       ) 2
 LX6570  NGVD 29 (07/19/86)   91.2    (m)          299.     (f) VERT ANG       
 LX6570
 LX6570.Superseded values are not recommended for survey control.
 LX6570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6570.See file dsdata.txt to determine how the superseded data were derived.
 LX6570
 LX6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0738842431(NAD 83)
 LX6570_MARKER: DR = REFERENCE MARK DISK
 LX6570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6570+STABILITY: SURFACE MOTION
 LX6570
 LX6570  HISTORY     - Date     Condition        Report By
 LX6570  HISTORY     - 1979     MONUMENTED       NGS
 LX6570
 LX6570                          STATION DESCRIPTION
 LX6570
 LX6570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6570'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTHEAST OF
 LX6570'WINDSORVILLE, 1-1/2 MILES WEST OF ELLINGTON, 1 MILE
 LX6570'EAST OF THE TOLLAND-HARTFORD COUNTY LINE AND ON
 LX6570'PROPERTY OWNED BY MR. JOHN SPIELMAN OF 39 ELLINGTON,
 LX6570'SOUTH WINSOR, CONNECTICUT, 06029 WHO GAVE PERMISSION
 LX6570'FOR THE STATION.  (PHONE NUMBER 875-3174.)
 LX6570'
 LX6570'TO REACH THE STATION FROM THE TOWN HALL IN ELLINGTON, GO
 LX6570'WEST FOLLOWING STATE HIGHWAY 286 FOR 0.55 MILE TO A
 LX6570'CROSSROAD (THIS IS WHERE STATE HIGHWAY 286 TURNS LEFT).
 LX6570'CONTINUE STRAIGHT AHEAD WEST ON FROG HOLLOW ROAD FOR
 LX6570'1.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 LX6570'FOLLOWING A GRAVEL ROAD FOR 0.4 MILE TO A FIELD ROAD
 LX6570'RIGHT, CONTINUE NORTH ON GRAVEL ROAD FOR 0.05 MILE
 LX6570'TO THE MARK ON THE RIGHT AS DESCRIBED.
 LX6570'
 LX6570'THE STATION IS A STANDARD REFERENCE MARK DISK
 LX6570'STAMPED---SPIELMAN NO 3 1979---,
 LX6570'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 LX6570'IN DIAMETER PROJECTING 7 CM ABOVE THE GROUND.  IT IS
 LX6570'LOCATED 88 FEET NORTH FROM THE FIELD ROAD,
 LX6570'15 FEET EAST FROM THE GRAVEL ROAD,
 LX6570'5.6 FEET SOUTH FROM A METAL WITNESS POST AND
 LX6570'3 FEET NORTH FROM A METAL WITNESS POST.
 LX6570'THERE IS NO UNDERGROUND DISK AT THIS STATION.
 LX6570'
 LX6570'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 LX6570'STATION SPIELMAN USING ELECTRONIC DISTANCE
 LX6570'MEASURING EQUIPMENT.
 LX6570'
 LX6570'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
 LX6570'
 LX6570'DESCRIBED BY RONALD L. RAMSEY, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 KU2888 ***********************************************************************
 KU2888  DESIGNATION -  SPIN
 KU2888  PID         -  KU2888
 KU2888  STATE/COUNTY-  CT/FAIRFIELD
 KU2888  USGS QUAD   -  BAYVILLE (1975)
 KU2888
 KU2888                         *CURRENT SURVEY CONTROL
 KU2888  ___________________________________________________________________
 KU2888* NAD 83(1996)-  40 59 40.56833(N)    073 36 18.30032(W)     ADJUSTED  
 KU2888* NAVD 88     -                                                        
 KU2888  ___________________________________________________________________
 KU2888  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KU2888  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 KU2888
 KU2888  HORZ ORDER  -  THIRD
 KU2888
 KU2888.The horizontal coordinates were established by classical geodetic methods
 KU2888.and adjusted by the National Geodetic Survey in August 1998..
 KU2888
 KU2888
 KU2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KU2888
 KU2888.The geoid height was determined by GEOID03.
 KU2888
 KU2888;                    North         East     Units Scale Factor Converg.
 KU2888;SPC CT       -   170,666.321   232,851.363   MT  1.00002710   -0 34 01.1
 KU2888;SPC CT       -   559,927.75    763,946.51   sFT  1.00002710   -0 34 01.1
 KU2888;SPC NY L     -    92,015.027   333,228.913   MT  0.99999807   +0 15 29.9
 KU2888;SPC NY L     -   301,885.97  1,093,268.53   sFT  0.99999807   +0 15 29.9
 KU2888;UTM  18      - 4,539,094.850   617,325.830   MT  0.99976942   +0 54 54.5
 KU2888
 KU2888                          SUPERSEDED SURVEY CONTROL
 KU2888
 KU2888  NAD 83(1992)-  40 59 40.56764(N)    073 36 18.30027(W) AD(       ) 4
 KU2888  NAD 83(1986)-  40 59 40.56797(N)    073 36 18.30022(W) AD(       ) 4
 KU2888  NAD 27      -  40 59 40.21300(N)    073 36 19.85500(W) AD(       ) 3
 KU2888
 KU2888.Superseded values are not recommended for survey control.
 KU2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KU2888.See file dsdata.txt to determine how the superseded data were derived.
 KU2888
 KU2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1732639095(NAD 83)
 KU2888_MARKER: 16 = DAYBEACON
 KU2888
 KU2888  HISTORY     - Date     Condition        Report By
 KU2888  HISTORY     - 1931     FIRST OBSERVED   CGS
 KU2888
 KU2888                          STATION DESCRIPTION
 KU2888
 KU2888'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 KU2888'A BLACK SPINDLE BEACON ABOUT ONE MILE NORTH EAST OF GREAT CAPTAIN
 KU2888'LIGHT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7182 ***********************************************************************
 LX7182  DESIGNATION -  SPINDLE
 LX7182  PID         -  LX7182
 LX7182  STATE/COUNTY-  CT/NEW HAVEN
 LX7182  USGS QUAD   -  SOUTHINGTON (1992)
 LX7182
 LX7182                         *CURRENT SURVEY CONTROL
 LX7182  ___________________________________________________________________
 LX7182* NAD 83(1996)-  41 37 21.14942(N)    072 57 56.28596(W)     ADJUSTED  
 LX7182* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 LX7182  ___________________________________________________________________
 LX7182  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 LX7182  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX7182
 LX7182  HORZ ORDER  -  FIRST
 LX7182
 LX7182.The horizontal coordinates were established by classical geodetic methods
 LX7182.and adjusted by the National Geodetic Survey in August 1998..
 LX7182
 LX7182.The orthometric height was scaled from a topographic map.
 LX7182
 LX7182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7182
 LX7182.The geoid height was determined by GEOID03.
 LX7182
 LX7182;                    North         East     Units Scale Factor Converg.
 LX7182;SPC CT       -   240,071.310   286,830.196   MT  0.99998434   -0 08 34.7
 LX7182;SPC CT       -   787,633.96    941,042.07   sFT  0.99998434   -0 08 34.7
 LX7182;UTM  18      - 4,609,867.754   669,477.531   MT  0.99995347   +1 21 05.7
 LX7182
 LX7182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7182!SPC CT       -   0.99995456  x   0.99998434  =   0.99993890
 LX7182!UTM  18      -   0.99995456  x   0.99995347  =   0.99990804
 LX7182
 LX7182|---------------------------------------------------------------------|
 LX7182| PID    Reference Object                     Distance      Geod. Az  |
 LX7182|                                                           dddmmss.s |
 LX7182| CZ7953 SPINDLE RM 1                         21.241 METERS 03739     |
 LX7182| CZ7952 SPINDLE AZ MK                                      0831911.8 |
 LX7182| LX3545 WATERBURY RAD STA WBRY E MAST       APPROX. 7.1 KM 2412847.2 |
 LX7182| LX3544 WATERBURY RAD STA WBRY W MAST       APPROX. 7.2 KM 2413540.4 |
 LX7182| CZ7954 SPINDLE RM 2                         24.747 METERS 28958     |
 LX7182|---------------------------------------------------------------------|
 LX7182
 LX7182                          SUPERSEDED SURVEY CONTROL
 LX7182
 LX7182  NAD 83(1992)-  41 37 21.14905(N)    072 57 56.28616(W) AD(       ) 1
 LX7182  NAD 83(1986)-  41 37 21.15084(N)    072 57 56.28808(W) AD(       ) 1
 LX7182  NAD 27      -  41 37 20.80200(N)    072 57 57.91900(W) AD(       ) 1
 LX7182
 LX7182.Superseded values are not recommended for survey control.
 LX7182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7182.See file dsdata.txt to determine how the superseded data were derived.
 LX7182
 LX7182_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6947809868(NAD 83)
 LX7182
 LX7182  HISTORY     - Date     Condition        Report By
 LX7182  HISTORY     - 1942     MONUMENTED       CGS
 LX7182  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX7182  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX7182
 LX7182                          STATION DESCRIPTION
 LX7182
 LX7182'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX7182'STATION IS LOCATED ABOUT 6.0 MILES NE OF WATERBURY AND 4.0 MILES
 LX7182'S OF BRISTOL.  THE MARK IS SET ON TOP OF A THICKLY-TIMBERED KNOB,
 LX7182'WHICH IS THE HIGHEST POINT OF SPINDLE HILL.  IT IS ABOUT 0.1 MILE
 LX7182'E OF STATE HIGHWAY 69 AND 150 YARDS N OF THE DIRT ROAD LEADING
 LX7182'TO THE LAND OWNERS HOUSE.  THE DISK IS SET IN A 2- BY 3-FOOT
 LX7182'BOULDER, 17.0 FEET W OF A 2-STRAND BARBED WIRE FENCE AND IS
 LX7182'STAMPED SPINDLE 1942.
 LX7182'
 LX7182'REFERENCE MARK NO. 1 IS 69.69 FEET NE OF THE STATION.  THE
 LX7182'BRONZE DISK IS SET IN A DRILL HOLE IN A LARGE BOULDER ABOUT 3 FEET
 LX7182'IN HEIGHT, 27 FEET E OF THE WIRE FENCE AND IS STAMPED SPINDLE
 LX7182'NO. 1 1942.
 LX7182'
 LX7182'REFERENCE MARK NO. 2 IS 77.91 FEET W OF THE STATION.  THE BRONZE
 LX7182'DISK IS SET IN A DRILL HOLE IN A BOULDER AND IS STAMPED SPINDLE
 LX7182'NO. 2 1942.
 LX7182'
 LX7182'AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 LX7182'IN NOTE 11A.
 LX7182'
 LX7182'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE ENE OF THE
 LX7182'STATION.  THE MARK IS SET ON THE E SIDE OF A DIRT ROAD ABOUT 50
 LX7182'YARDS N OF A WHITE HOUSE, 15 FEET E OF THE CENTER LINE OF THE
 LX7182'DIRT ROAD AND 3.5 FEET SE OF A STANDARD REFERENCE POST.  THE
 LX7182'DISK IS STAMPED SPINDLE 1942.
 LX7182'
 LX7182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 AND
 LX7182'U.S. HIGHWAY 6 ALTERNATE, GO EASTERLY ON HIGHWAY 69 FOR 6.3 MILES
 LX7182'TO THE CREST OF SPINDLE HILL, THEN CONTINUE DOWNGRADE FOR 0.1
 LX7182'MILE TO A DIRT T-ROAD RIGHT.* (THIS IS ABOUT 75 YARDS BEFORE
 LX7182'REACHING A LINE OF HIGHWAY GUARD POSTS.) TURN RIGHT ON THE DIRT
 LX7182'ROAD AND GO 0.1 MILE UP A STEEP GRADE TO A DIM WOODS ROAD LEFT,
 LX7182'WHERE THE DIRT ROAD CURVES TO THE RIGHT INTO THE LAND OWNERS
 LX7182'HOUSE.  TURN LEFT INTO THE WOODS FOR ABOUT 150 YARDS TO THE
 LX7182'STATION ON THE LEFT.
 LX7182'
 LX7182'TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE E ON STATE
 LX7182'HIGHWAY 69 FOR 0.5 MILE TO A DIRT ROAD RIGHT AT A CURVE TO THE
 LX7182'LEFT IN THE HIGHWAY.  TURN RIGHT AND GO 0.4 MILE TO THE AZIMUTH
 LX7182'ON THE LEFT OR E SIDE OF THE ROAD.
 LX7182'
 LX7182'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX7182
 LX7182                          STATION RECOVERY (1972)
 LX7182
 LX7182'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX7182'SPINDLE 1942 EXCELLENT
 LX7182'
 LX7182'SPINDLE NO. 1 EXCELLENT
 LX7182'
 LX7182'SPINDLE NO. 2 EXCELLENT
 LX7182'
 LX7182'AZIMUTH MARK NOT SEARCHED FOR
 LX7182'
 LX7182'THE STATION IS 11 FEET NORTH OF THE RANGE OF THE NORTH SIDE OF
 LX7182'HOUSE 70 LOCATED ON PAUL STREET.
 LX7182'
 LX7182'TO REACH FROM THE INTERSECTION OF CONN. 69 (WOLCOTT ROAD) AND
 LX7182'CONN. 322 (CENTER STREET) IN THE TOWN OF WOLCOTT, GO NORTHEAST
 LX7182'FOR 2.08 MILES AND TURN RIGHT ON WOODTICK ROAD.  PROCEED SOUTH
 LX7182'FOR 0.23 MILE, TURN RIGHT ON PAUL STREET AND PROCEED SOUTHEASTERLY
 LX7182'UP HILL FOR 0.28 MILE TO POINT JUST BEFORE HOUSE 70 (FRAME RANCH)
 LX7182'ON RIGHT AND JUST PAST SNETCO POLE 3080, FROM THIS POINT, GO
 LX7182'WESTERLY UP HILL (LESS THAN 1 MINUTE WALK) TO TOP OF HILL AND
 LX7182'STATION.
 LX7182
 LX7182                          STATION RECOVERY (1977)
 LX7182
 LX7182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LX7182'STATION WAS NOT OCCUPIED AT THIS TIME.
 LX7182'
 LX7182'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX7182'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 LX7182'DESTROYED WHEN HOUSES WERE BUILT.
 LX7182'
 LX7182'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF WATERBURY, ABOUT 4
 LX7182'MILES SOUTH OF BRISTAL, ABOUT 3 MILES NORTH OF WOLCOTT, IN A
 LX7182'THICKLY WOODED AREA ON THE PROPERTY OF MR FRANK PRIMISE WHO LIVES
 LX7182'IN HOUSE JUST EAST OF STATION.
 LX7182'
 LX7182'TO REACH THE STATION FROM POST OFFICE AND JUNCTION OF STATE
 LX7182'HIGHWAYS 69 AND 32 IN WOLCOTT, GO NORTHEASTERLY ON STATE HIGHWAY
 LX7182'69 FOR 3.1 MILES, TURN SHARP RIGHT, GO SOUTHEASTERLY ON WOODTICK
 LX7182'ROAD FOR 0.25 MILE, TURN RIGHT ON PAVED STREET, GO
 LX7182'WESTERLY FOR 0.45 MILE TO HOUSE 70.  FROM HERE WALK UP THROUGH
 LX7182'WOOD, WESTERLY FOR ABOUT 100 YARDS AND STATION.
 LX7182'
 LX7182'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A 2 X 3
 LX7182'FOOT BOULDER PROJECTING ABOUT 1 FOOT ABOVE GROUND AND IS STAMPED
 LX7182'SPINDLE 1942.  IT IS 14 FEET NORTH-NORTHWEST OF 7 X 6 FOOT
 LX7182'BOULDER PROJECTING ABOUT 3 FEET AND 11 FEET NORTHEAST OF A 10 INCH
 LX7182'MAPLE TREE WITH WITNESS SIGN.
 LX7182'
 LX7182'REFERENCE MARK 1 IS A STANDARD DISK SET IN DRILL HOLE IN BOULDER
 LX7182'AND IS STAMPED SPINDLE NO 1 1942.  IT IS 27 FEET EAST OF OLD ROCK
 LX7182'FENCE AND 4.8 FEET NORTH-NORTHWEST OF TREE WITH WITNESS SIGN.
 LX7182'
 LX7182'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A 4 X 4
 LX7182'FOOT BOULDER PROJECTING ABOUT 2 FEET ABOVE GROUND AND IS STAMPED
 LX7182'SPINDLE NO 2 1942.  IT 75 FEET WEST-NORTHWEST OF TREE WITH WITNESS
 LX7182'SIGN NEAR THE STATION AND 13.8 FEET NORTH-NORTHWEST OF WITNESS
 LX7182'SIGN NAILED TO TREE.
 LX7182'
 LX7182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7182'3 MILES NORTH OF WOLCOTT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6874 ***********************************************************************
 LX6874  DESIGNATION -  SPLIT ROCK
 LX6874  PID         -  LX6874
 LX6874  STATE/COUNTY-  CT/MIDDLESEX
 LX6874  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6874
 LX6874                         *CURRENT SURVEY CONTROL
 LX6874  ___________________________________________________________________
 LX6874* NAD 83(1996)-  41 31 04.87853(N)    072 33 00.93718(W)     ADJUSTED  
 LX6874* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 LX6874  ___________________________________________________________________
 LX6874  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX6874  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6874
 LX6874  HORZ ORDER  -  THIRD
 LX6874
 LX6874.The horizontal coordinates were established by classical geodetic methods
 LX6874.and adjusted by the National Geodetic Survey in August 1998..
 LX6874
 LX6874.The orthometric height was scaled from a topographic map.
 LX6874
 LX6874.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6874
 LX6874.The geoid height was determined by GEOID03.
 LX6874
 LX6874;                    North         East     Units Scale Factor Converg.
 LX6874;SPC CT       -   228,459.875   321,473.187   MT  0.99998318   +0 07 56.8
 LX6874;SPC CT       -   749,538.77  1,054,699.95   sFT  0.99998318   +0 07 56.8
 LX6874;UTM  18      - 4,599,162.577   704,413.033   MT  1.00011424   +1 37 27.8
 LX6874
 LX6874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6874!SPC CT       -   0.99999201  x   0.99998318  =   0.99997519
 LX6874!UTM  18      -   0.99999201  x   1.00011424  =   1.00010625
 LX6874
 LX6874|---------------------------------------------------------------------|
 LX6874| PID    Reference Object                     Distance      Geod. Az  |
 LX6874|                                                           dddmmss.s |
 LX6874| CZ7956 SPLIT ROCK RM 2                      13.160 METERS 08913     |
 LX6874| LX6131 HIGGANUM ST PETERS RC CHURCH        APPROX. 2.2 KM 1801840.9 |
 LX6874| LX6144 BROSMITHS GABLE                     APPROX. 2.5 KM 1853946.3 |
 LX6874| LX6143 HIGGANUM CONG CHURCH BELFRY         APPROX. 2.3 KM 1901530.5 |
 LX6874| LX6145 FRISSEL FABRIC CO ELEV TANK         APPROX. 2.1 KM 1925142.6 |
 LX6874| LX6855 SEARS SHOAL REAR RANGE LT           APPROX. 0.9 KM 2364950.0 |
 LX6874| LX6856 SEARS SHOAL FRONT RANGE LT          APPROX. 0.8 KM 2394437.5 |
 LX6874| CZ7955 SPLIT ROCK RM 1                       7.890 METERS 33956     |
 LX6874|---------------------------------------------------------------------|
 LX6874
 LX6874                          SUPERSEDED SURVEY CONTROL
 LX6874
 LX6874  NAD 83(1992)-  41 31 04.87781(N)    072 33 00.93707(W) AD(       ) 3
 LX6874  NAD 83(1986)-  41 31 04.87968(N)    072 33 00.93940(W) AD(       ) 3
 LX6874  NAD 27      -  41 31 04.52300(N)    072 33 02.61700(W) AD(       ) 3
 LX6874
 LX6874.Superseded values are not recommended for survey control.
 LX6874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6874.See file dsdata.txt to determine how the superseded data were derived.
 LX6874
 LX6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0441399163(NAD 83)
 LX6874_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6874_SETTING: 66 = SET IN ROCK OUTCROP
 LX6874_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6874+STABILITY: POSITION/ELEVATION WELL
 LX6874
 LX6874  HISTORY     - Date     Condition        Report By
 LX6874  HISTORY     - 1934     MONUMENTED       CGS
 LX6874  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6874  HISTORY     - 20010317 GOOD             INDIV
 LX6874
 LX6874                          STATION DESCRIPTION
 LX6874
 LX6874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6874'THIS STATION IS IN HURD PARK, PART OF THE PARK SYSTEM OF THE
 LX6874'STATE OF CONNECTICUT.  FROM THE PARK ENTRANCE MARKED TRAILS
 LX6874'LEAD TO THE ROCK WHICH IS ONE OF THE POINTS OF INTEREST.  THE
 LX6874'ROCK, ITSELF IS A BARE, VERTICAL LEDGE FACING SOUTHWESTERLY.  THE
 LX6874'STATION IS NOT ON THE HIGHEST PART OF THE LEDGE BUT IS
 LX6874'CONSIDERABLY LOWER AND NORTHWESTERLY FROM THE HIGH POINT.  IT IS
 LX6874'JUST ABOVE THE SOUTHWESTERLY FACE AND 3.8 METERS NW OF THE
 LX6874'CRACK FROM WHICH THE LEDGE GETS ITS NAME.  A LARGE BOULDER
 LX6874'ABOUT 12 FEET BY 15 FEET BY 15 FEET HIGH, A LANDMARK IN THE
 LX6874'PARK, BEARS S 70 DEG E (MAGNETIC) AND IS ABOUT 75 METERS
 LX6874'DISTANT.  THE STATION IS ON THE TRAIL FROM THE HIGHEST PART OF
 LX6874'THE LEDGE TO THE RIVER.
 LX6874'
 LX6874'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6874'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LX6874'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED
 LX6874'IN NOTE 12A.  REFERENCE MARK NO. 1 IS IN THE LEDGE SLIGHTLY
 LX6874'HIGHER THAN THE STATION AND ABOUT 5.5 METERS FROM THE FACE OF
 LX6874'THE CLIFF.  IT BEARS N 15 DEG W (MAGNETIC).  REFERENCE MARK
 LX6874'NO. 2 IS ON THE EASTERLY SIDE OF THE WASH THAT LEADS DOWN
 LX6874'THROUGH THE CRACK.  IT IS ALSO HIGHER THAN THE STATION.  IT
 LX6874'BEARS S 80 DEG E (MAGNETIC).
 LX6874'
 LX6874'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6874
 LX6874                          STATION RECOVERY (1971)
 LX6874
 LX6874'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6874'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX6874'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.  THE TRAIL
 LX6874'THAT LEADS TO THE STATION IS MARKED BY PARK SIGNS.  FROM THE
 LX6874'PARK ENTRANCE THE STATION IS 1.1 MILE EAST ON BITUMINOUS ROAD
 LX6874'TO THE TRAIL ON THE LEFT, SOUTH.
 LX6874
 LX6874                          STATION RECOVERY (2001)
 LX6874
 LX6874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SL)
 LX6874'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6724 ***********************************************************************
 LX6724  DESIGNATION -  SPRING
 LX6724  PID         -  LX6724
 LX6724  STATE/COUNTY-  CT/HARTFORD
 LX6724  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6724
 LX6724                         *CURRENT SURVEY CONTROL
 LX6724  ___________________________________________________________________
 LX6724* NAD 83(1996)-  41 55 57.78556(N)    072 39 51.75406(W)     ADJUSTED  
 LX6724* NAVD 88     -        50.9    (meters)     167.     (feet)  VERTCON   
 LX6724  ___________________________________________________________________
 LX6724  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LX6724  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX6724
 LX6724  HORZ ORDER  -  FIRST
 LX6724
 LX6724.The horizontal coordinates were established by classical geodetic methods
 LX6724.and adjusted by the National Geodetic Survey in August 1998..
 LX6724
 LX6724.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6724
 LX6724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6724
 LX6724.The geoid height was determined by GEOID03.
 LX6724
 LX6724;                    North         East     Units Scale Factor Converg.
 LX6724;SPC CT       -   274,503.185   311,902.132   MT  1.00000736   +0 03 24.4
 LX6724;SPC CT       -   900,599.20  1,023,298.91   sFT  1.00000736   +0 03 24.4
 LX6724;UTM  18      - 4,644,944.307   693,640.271   MT  1.00006142   +1 33 40.6
 LX6724
 LX6724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6724!SPC CT       -   0.99999659  x   1.00000736  =   1.00000395
 LX6724!UTM  18      -   0.99999659  x   1.00006142  =   1.00005801
 LX6724
 LX6724:                Primary Azimuth Mark                     Grid Az
 LX6724:SPC CT       -  VAIL                                     044 56 46.5
 LX6724:UTM  18      -  VAIL                                     043 26 30.3
 LX6724
 LX6724|---------------------------------------------------------------------|
 LX6724| PID    Reference Object                     Distance      Geod. Az  |
 LX6724|                                                           dddmmss.s |
 LX6724| LX6550 VAIL                                APPROX. 8.3 KM 0450010.9 |
 LX6724| LX6717 WINDSOR LOCKS MILDRED ST TK         APPROX. 2.7 KM 0622554.0 |
 LX6724| LX6720 WINDSOR LOCKS ELM ST TK             APPROX. 1.5 KM 1155423.1 |
 LX6724| CZ7957 SPRING RM 1                          24.476 METERS 18617     |
 LX6724| LX6742 SPRING AZ MK TPT                    274.858 METERS 21139     |
 LX6724| LX6741 SPRING AZ MK                        269.497 METERS 21140     |
 LX6724| CZ7958 SPRING RM 2                          26.654 METERS 29214     |
 LX6724| LX6725 AIRPORT BCN BRADLEY INTL APT        APPROX. 1.2 KM 3104600.3 |
 LX6724|---------------------------------------------------------------------|
 LX6724
 LX6724                          SUPERSEDED SURVEY CONTROL
 LX6724
 LX6724  NAD 83(1996)-  41 55 57.78541(N)    072 39 51.75407(W) AD(       ) 1
 LX6724  NAD 83(1992)-  41 55 57.78590(N)    072 39 51.75461(W) AD(       ) 1
 LX6724  NAD 83(1992)-  41 55 57.78636(N)    072 39 51.75516(W) AD(       ) 1
 LX6724  NAD 83(1986)-  41 55 57.78719(N)    072 39 51.75566(W) AD(       ) 1
 LX6724  NAD 27      -  41 55 57.43282(N)    072 39 53.43082(W) AD(       ) 1
 LX6724  NGVD 29 (07/19/86)   51.1    (m)          168.     (f) VERT ANG       
 LX6724
 LX6724.Superseded values are not recommended for survey control.
 LX6724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6724.See file dsdata.txt to determine how the superseded data were derived.
 LX6724
 LX6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9364044944(NAD 83)
 LX6724_MARKER: DS = TRIANGULATION STATION DISK
 LX6724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6724+STABILITY: SURFACE MOTION
 LX6724
 LX6724  HISTORY     - Date     Condition        Report By
 LX6724  HISTORY     - 1979     MONUMENTED       NGS
 LX6724
 LX6724                          STATION DESCRIPTION
 LX6724
 LX6724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6724'THE STATION IS LOCATED IN WINDSOR LOCKS, AT THE ARMY MILITARY
 LX6724'RESERVATION ON SPRING STREET. ABOUT 5 MILES SOUTHWEST OF
 LX6724'ENFIELD, 2 MILES WEST OF CONNECTICUT RIVER, 1 MILE EAST OF
 LX6724'BRADLEY INTERNATIONAL AIRPORT AND ON PROPERTY OWNED BY U.S.
 LX6724'GOVERNMENT. PERMISSION WAS GRANTED BY MR. EUGENE VAN HORN,
 LX6724'SHOP FOREMAN, SPRING STREET, WINDSOR LOCKS, CONNECTICUT.
 LX6724'(PHONE NUMBER 623 9265).
 LX6724'
 LX6724'TO REACH THE STATION FROM THE POST OFFICE IN WINDSOR LOCKS,
 LX6724'GO NORTH ON MAIN STREET (STATE HIGHWAY 159) FOR 0.3 MILE TO
 LX6724'A SIDE STREET LEFT (SPRING STREET). TURN LEFT, GO WEST ON SPRING
 LX6724'STREET FOR 1.95 MILES TO THE ENTRANCE TO THE U.S. ARMY REPAIR
 LX6724'SHOP ON RIGHT. (TO REACH THE AZIMUTH MARK FROM HERE,
 LX6724'TURN LEFT AND GO SOUTH ACROSS PAVED PARKING LOT OF THE ROSE
 LX6724'RESTAURANT FOR 0.15 MILE TO AZIMUTH MARK, SET BY FOUR CREOSOTED
 LX6724'POLES). HERE TURN RIGHT THROUGH GATE TO A TRACK ROAD RIGHT, LEADING
 LX6724'NORTHEASTERLY TO THE NORTHEAST CORNER OF PROPERTY AND STATION
 LX6724'AS DESCRIDED.
 LX6724'
 LX6724'THE STATION IS A STANDARD NGS DISK
 LX6724'STAMPED---SPRING 1979---,
 LX6724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6724'FLUSH WITH GROUND.  IT IS LOCATED
 LX6724'37.7 FEET EAST FROM THE CENTER OF TRACK ROAD IN CURVE,
 LX6724'20.8 FEET WEST-SOUTHWEST FROM THE NORTHEAST CORNER OF THE FENCE
 LX6724'AND
 LX6724'19.7 FEET NORTHEAST FROM A 12-INCH OAK TREE.
 LX6724'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6724'STAMPED---SPRING 1979---,
 LX6724'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6724'
 LX6724'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6724'STAMPED---SPRING NO 1 1979---,
 LX6724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6724'FLUSH WITH GROUND.  IT IS LOCATED
 LX6724'53.8 FEET EAST-SOUTHEAST FROM THE CENTER OF TRACK ROAD,
 LX6724'8.9 FEET NORTH-NORTHEAST FROM A METAL WITNESS POST AND
 LX6724'2.6 FEET WEST-NORTHWEST FROM THE FENCE.
 LX6724'MARK IS LEVEL WITH STATION.
 LX6724'
 LX6724'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6724'STAMPED---SPRING NO 2 1979---,
 LX6724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6724'FLUSH WITH GROUND.  IT IS LOCATED
 LX6724'5.9 FEET NORTHEAST FROM THE CENTER OF TRACK ROAD,
 LX6724'2.6 FEET SOUTHWEST FROM THE FENCE AND
 LX6724'2.2 FEET SOUTH FROM A METAL WITNESS POST.
 LX6724'MARK IS LEVEL WITH STATION.
 LX6724'
 LX6724'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6724'STAMPED---SPRING 1979---,
 LX6724'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6724'PROJECTING 0.10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6724'9.2 FEET SOUTH FROM A CREOSOTED POLE,
 LX6724'3.6 FEET SOUTHEAST FROM A METAL WITNESS POST,
 LX6724'2.95 FEET NORTHWEST FROM A CREOSOTED POLE AND
 LX6724'2.6 FEET NORTHEAST FROM A METAL WITNESS POST.
 LX6724'
 LX6724'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 29.5 METERS.
 LX6724'
 LX6724'DESCRIBED BY T.C. HALL, CHECKED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6741 ***********************************************************************
 LX6741  DESIGNATION -  SPRING AZ MK
 LX6741  PID         -  LX6741
 LX6741  STATE/COUNTY-  CT/HARTFORD
 LX6741  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6741
 LX6741                         *CURRENT SURVEY CONTROL
 LX6741  ___________________________________________________________________
 LX6741* NAD 83(1996)-  41 55 50.35063(N)    072 39 57.89369(W)     ADJUSTED  
 LX6741* NAVD 88     -        50.3    (meters)     165.     (feet)  VERTCON   
 LX6741  ___________________________________________________________________
 LX6741  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 LX6741  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX6741
 LX6741  HORZ ORDER  -  SECOND
 LX6741
 LX6741.The horizontal coordinates were established by classical geodetic methods
 LX6741.and adjusted by the National Geodetic Survey in August 1998..
 LX6741
 LX6741.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6741
 LX6741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6741
 LX6741.The geoid height was determined by GEOID03.
 LX6741
 LX6741;                    North         East     Units Scale Factor Converg.
 LX6741;SPC CT       -   274,273.653   311,760.907   MT  1.00000711   +0 03 20.3
 LX6741;SPC CT       -   899,846.14  1,022,835.58   sFT  1.00000711   +0 03 20.3
 LX6741;UTM  18      - 4,644,711.134   693,505.114   MT  1.00006078   +1 33 36.3
 LX6741
 LX6741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6741!SPC CT       -   0.99999668  x   1.00000711  =   1.00000379
 LX6741!UTM  18      -   0.99999668  x   1.00006078  =   1.00005746
 LX6741
 LX6741                          SUPERSEDED SURVEY CONTROL
 LX6741
 LX6741  NAD 83(1996)-  41 55 50.35049(N)    072 39 57.89370(W) AD(       ) 2
 LX6741  NAD 83(1992)-  41 55 50.35097(N)    072 39 57.89424(W) AD(       ) 2
 LX6741  NAD 83(1992)-  41 55 50.35144(N)    072 39 57.89480(W) AD(       ) 2
 LX6741  NAD 83(1986)-  41 55 50.35231(N)    072 39 57.89525(W) AD(       ) 2
 LX6741  NAD 27      -  41 55 49.99779(N)    072 39 59.57019(W) AD(       ) 2
 LX6741  NGVD 29 (07/19/86)   50.5    (m)          166.     (f) VERT ANG       
 LX6741
 LX6741.Superseded values are not recommended for survey control.
 LX6741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6741.See file dsdata.txt to determine how the superseded data were derived.
 LX6741
 LX6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9350544711(NAD 83)
 LX6741_MARKER: DZ = AZIMUTH MARK DISK
 LX6741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6741+STABILITY: SURFACE MOTION
 LX6741
 LX6741  HISTORY     - Date     Condition        Report By
 LX6741  HISTORY     - 1979     MONUMENTED       NGS
 LX6741
 LX6741                          STATION DESCRIPTION
 LX6741
 LX6741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6741'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF ENFIELD, 2 MILES
 LX6741'WEST OF THE CONNECTICUT RIVER, 1 MILE EAST OF BRADLEY
 LX6741'INTERNATIONAL AIRPORT AND ON PROPERTY OWNED BY VILLA ROSE
 LX6741'RESTAURANT.
 LX6741'
 LX6741'TO REACH THE STATION FROM THE POST OFFICE IN WINDSOR LOCKS, GO
 LX6741'NORTH ON MAIN STREET (STATE HIGHWAY 159) FOR 0.3 MILE TO
 LX6741'A SIDE ROAD LEFT (SPRING STREET). TURN LEFT, GO WEST ON SPRING
 LX6741'STREET FOR 1.95 MILES TO THE ENTRANCE TO THE U.S. ARMY REPAIR
 LX6741'SHOP ON THE RIGHT.  TURN LEFT AND GO SOUTH ACROSS PAVED PARKING
 LX6741'LOT OF VILLA ROSE RESTAURANT FOR 0.15 MILE TO THE AZMUTH MARK
 LX6741'AS DESCRIBED.
 LX6741'
 LX6741'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX6741'STAMPED---SPRING 1979---,
 LX6741'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6741'PROJECTING 0.10 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6741'9.2 FEET SOUTH FROM A CRESOTED POLE,
 LX6741'3.6 FEET SOUTHEAST FROM A METAL WITNESS POST,
 LX6741'2.95 FEET NORTHWEST FROM A CREOSOTED POLE AND
 LX6741'2.6 FEET NORTHEAST FROM A METAL WITNESS POST.
 LX6741'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX6741'STAMPED---SPRING 1979---,
 LX6741'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6741'
 LX6741'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE MARKS
 LX6741'WERE ESTABLISHED FOR THIS STATION.
 LX6741'
 LX6741'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SPRING
 LX6741'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX6741'
 LX6741'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.1 METERS.
 LX6741'
 LX6741'DESCRIBED BY T.C. HALL, CHECKED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5430 ***********************************************************************
 LX5430  DESIGNATION -  SPRUCE LEDGE
 LX5430  PID         -  LX5430
 LX5430  STATE/COUNTY-  CT/NEW LONDON
 LX5430  USGS QUAD   -  NIANTIC (1983)
 LX5430
 LX5430                         *CURRENT SURVEY CONTROL
 LX5430  ___________________________________________________________________
 LX5430* NAD 83(1996)-  41 20 16.24462(N)    072 13 22.15292(W)     ADJUSTED  
 LX5430* NAVD 88     -        66.5    (meters)     218.     (feet)  VERTCON   
 LX5430  ___________________________________________________________________
 LX5430  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX5430  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX5430
 LX5430  HORZ ORDER  -  FIRST
 LX5430
 LX5430.The horizontal coordinates were established by classical geodetic methods
 LX5430.and adjusted by the National Geodetic Survey in August 1998..
 LX5430
 LX5430.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5430
 LX5430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5430
 LX5430.The geoid height was determined by GEOID03.
 LX5430
 LX5430;                    North         East     Units Scale Factor Converg.
 LX5430;SPC CT       -   208,564.754   348,926.959   MT  0.99998895   +0 20 58.4
 LX5430;SPC CT       -   684,266.20  1,144,771.20   sFT  0.99998895   +0 20 58.4
 LX5430;SPC NY L     -   131,569.186   448,751.668   MT  1.00003109   +1 09 44.7
 LX5430;SPC NY L     -   431,656.57  1,472,279.43   sFT  1.00003109   +1 09 44.7
 LX5430;UTM  18      - 4,579,983.625   732,380.139   MT  1.00026462   +1 50 06.5
 LX5430
 LX5430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5430!SPC CT       -   0.99999435  x   0.99998895  =   0.99998330
 LX5430!SPC NY L     -   0.99999435  x   1.00003109  =   1.00002544
 LX5430!UTM  18      -   0.99999435  x   1.00026462  =   1.00025897
 LX5430
 LX5430|---------------------------------------------------------------------|
 LX5430| PID    Reference Object                     Distance      Geod. Az  |
 LX5430|                                                           dddmmss.s |
 LX5430| CZ7961 SPRUCE LEDGE RM 2                    28.549 METERS 03140     |
 LX5430| LX5404 MELCERS CHIMNEY                     APPROX. 5.7 KM 0840012.3 |
 LX5430| LX5481 TITUS SILO                          APPROX. 4.7 KM 0941834.1 |
 LX5430| LX5511 NIANTIC MIL TANK                    APPROX. 3.1 KM 0973632.0 |
 LX5430| LX5503 BARN CUPOLA                         APPROX. 4.7 KM 1053708.0 |
 LX5430| LX5449 NIANTIC SPIRE                       APPROX. 2.8 KM 1143425.0 |
 LX5430| LX5450 NIANTIC FLAGPOLE                    APPROX. 3.0 KM 1211518.7 |
 LX5430| LX5443 THAMES DYE BLEACHER CO TANK         APPROX. 2.6 KM 1231748.7 |
 LX5430| CZ7959 SPRUCE LEDGE AZ MK                                 1235133.1 |
 LX5430| LX5479 MILLSTONE POINT WEST CHIMNEY        APPROX. 5.6 KM 1254312.7 |
 LX5430| LX5480 MILLSTONE POINT STACK               APPROX. 5.7 KM 1255051.7 |
 LX5430| LX5514 NIANTIC ST AGNES CATH CH SPIRE      APPROX. 2.7 KM 1332627.3 |
 LX5430| LX5440 NIANTIC BLACK YELLOW TANK           APPROX. 2.8 KM 1380725.9 |
 LX5430| LX5432 NIANTIC RUSTY TANK                  APPROX. 4.3 KM 1654352.3 |
 LX5430| LX5519 EAST LYME STANDPIPE                 228.123 METERS 17704     |
 LX5430| LX5425 STATE FARM ELEV TANK                APPROX. 1.1 KM 2050224.1 |
 LX5430| LX5426 STATE FARM CHIMNEY                  APPROX. 1.1 KM 2060330.1 |
 LX5430| LX5424 STATE FARM WINDMILL                 APPROX. 1.5 KM 2072923.1 |
 LX5430| LX5825 POINT O WOODS ELEV TANK             APPROX. 5.3 KM 2104851.9 |
 LX5430| CZ7960 SPRUCE LEDGE RM 1                    12.533 METERS 25222     |
 LX5430|---------------------------------------------------------------------|
 LX5430
 LX5430                          SUPERSEDED SURVEY CONTROL
 LX5430
 LX5430  NAD 83(1992)-  41 20 16.24354(N)    072 13 22.15237(W) AD(       ) 1
 LX5430  NAD 83(1986)-  41 20 16.24513(N)    072 13 22.15639(W) AD(       ) 1
 LX5430  NAD 27      -  41 20 15.89427(N)    072 13 23.87622(W) AD(       ) 1
 LX5430  NGVD 29 (07/19/86)   66.8    (m)          219.     (f) VERT ANG       
 LX5430
 LX5430.Superseded values are not recommended for survey control.
 LX5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5430.See file dsdata.txt to determine how the superseded data were derived.
 LX5430
 LX5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3238079984(NAD 83)
 LX5430_MARKER: DS = TRIANGULATION STATION DISK
 LX5430_SETTING: 66 = SET IN ROCK OUTCROP
 LX5430_SP_SET: SET IN A ROCK LEDGE
 LX5430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5430+STABILITY: POSITION/ELEVATION WELL
 LX5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX5430+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 LX5430
 LX5430  HISTORY     - Date     Condition        Report By
 LX5430  HISTORY     - 1934     MONUMENTED       CGS
 LX5430  HISTORY     - 1971     GOOD             CTGS
 LX5430  HISTORY     - 1975     GOOD             NGS
 LX5430  HISTORY     - 1984     GOOD             USPSQD
 LX5430  HISTORY     - 20011015 GOOD             USPSQD
 LX5430  HISTORY     - 20030429 GOOD             USPSQD
 LX5430
 LX5430                          STATION DESCRIPTION
 LX5430
 LX5430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5430'THE STATION IS REACHED FROM NIANTIC.  GO W ON MAIN STREET TO
 LX5430'PATAGANSETT ROAD, TURN RIGHT AND GO 1.0 MILE TO ROXBURY ROAD.  TURN
 LX5430'LEFT AND GO 0.6 MILE TO A DIRT ROAD LEADING TO THE A. MALATNI
 LX5430'QUARRY.  TURN RIGHT ON THIS ROAD AND GO 0.3 MILE TO QUARRY
 LX5430'SITE.  STATION IS ON TOP OF THE HIGHEST PART OF THE HILL, ABOUT
 LX5430'200 METERS E OF THE QUARRY AND ACROSS A RAVINE FROM IT.  STATION
 LX5430'IS A STANDARD DISC SET IN A VERY ROUGH LEDGE AT THE SW POINT
 LX5430'OF THE TOP OF THE HILL.
 LX5430'
 LX5430'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE SAME LEDGE
 LX5430'AS THE STATION AND W OF IT.  REFERENCE MARK NO. 2 IS A STANDARD
 LX5430'DISC SET IN A ROUNDED BOULDER NE OF THE STATION.
 LX5430'
 LX5430'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LX5430
 LX5430                          STATION RECOVERY (1971)
 LX5430
 LX5430'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX5430'TO REACH FROM EAST LYME AT THE INTERSECTION OF ROUTE 95 AND
 LX5430'ROUTE 161 (PENNSYLVANIA AVENUE) GO SOUTH ON ROUTE 161 FOR 1.9
 LX5430'MILES TO ROXBURY ROAD, TURN RIGHT, EAST, GO 0.6 MILE TO A DIRT
 LX5430'ROAD LEADING TO TOWN DUMP OF EAST LYME, PROCEED FOR 0.3 MILE
 LX5430'PAST THE DUMP AND QUARRY, AND THE STATION IS ABOUT 500 FEET NORTH
 LX5430'OF THE DIRT ROAD.
 LX5430'
 LX5430'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LX5430'
 LX5430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5430'1.9 MILES SOUTH EAST LYME.
 LX5430
 LX5430                          STATION RECOVERY (1975)
 LX5430
 LX5430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5430'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5430'CONDITION.  THE DIRECTIONS TO BOTH REFERENCE MARKS CHECKED.  THE
 LX5430'DISTANCE TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.04 METERS
 LX5430'AND THE DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.03
 LX5430'METERS.  A MEASUREMENT WAS MADE FROM MARK TO MARK (SLOPE) AND
 LX5430'THE DISTANCE CHECKED.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 LX5430'TIME AND IT IS NOT VISIBLE FROM THE GROUND.  A COMPLETE NEW
 LX5430'DESCRIPTION FOLLOWS.
 LX5430'
 LX5430'STATION IS ABOUT 2 MILES SOUTH OF THE JUNCTION OF STATE
 LX5430'HIGHWAYS 51 AND 161 IN FLANDERS, 1-1/2 MILES NORTHWEST OF
 LX5430'NIANTIC, 3/4 MILE SOUTHEAST OF INTERSTATE 95, ON THE NORTHWEST
 LX5430'EDGE OF THE EAST LYME CITY LAND FILL AND ON PROPERTY OWNED BY THE
 LX5430'CITY OF EAST LYME.
 LX5430'
 LX5430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND
 LX5430'161 IN FLANDERS, GO SOUTH ON HIGHWAY 161 FOR 2.1 MILES TO THE
 LX5430'JUNCTION OF ROXBURY ROAD.  TURN RIGHT AND GO WESTERLY ON ROXBURY
 LX5430'ROAD FOR 0.6 MILE TO THE ENTRANCE TO THE TOWN OF EAST LYME LAND
 LX5430'FILL AREA ON THE RIGHT.  BEAR RIGHT AND CONTINUE WEST AND NORTH
 LX5430'ON A PAVED ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT
 LX5430'AS DESCRIBED.  CONTINUE NORTHWESTERLY ON A GRAVELED ROAD FOR
 LX5430'0.05 MILE TO A THREE WAY FORK.  TAKE THE CENTER ROAD AND GO
 LX5430'NORTHWESTERLY THROUGH THE DUMPING AREA FOR 0.1 MILE TO THE
 LX5430'BACKEDGE OF THE AREA.  TURN LEFT AND GO WESTERLY UP A HILL
 LX5430'FOR 0.1 MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 LX5430'
 LX5430'STATION MARK, STAMPED SPRUCE LEDGE 1934, IS A STANDARD DISK
 LX5430'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 LX5430'WITH THE GROUND SURFACE.  IT IS 36.5 FEET SOUTH OF A TWIN
 LX5430'TRUNKED TREE, 27 FEET EAST OF THE LARGEST OAK TREE IN A CLUMP OF
 LX5430'5 TREES AND 21 FEET NORTHWEST OF THE SOUTHEAST EDGE OF A ROCK
 LX5430'LEDGE.
 LX5430'
 LX5430'REFERENCE MARK 1, STAMPED SPRUCE LEDGE NO 1 1934, IS A
 LX5430'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 LX5430'BEDROCK WHICH PROJECTS ABOUT 5 FEET ON THE WEST SIDE.  IT
 LX5430'IS 34.5 FEET SOUTHEAST OF A 12-INCH OAK TREE, 17.5 FEET
 LX5430'SOUTHWEST OF THE LARGEST OAK TREE IN A CLUMP OF 5 TREES AND
 LX5430'6 FEET EAST OF THE WEST EDGE OF A ROCK LEDGE.
 LX5430'
 LX5430'REFERENCE MARK 2, STAMPED SPRUCE LEDGE NO 2 1934, IS A
 LX5430'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 LX5430'PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.  IT IS 31
 LX5430'FEET SOUTHWEST OF A TRIPLE TRUNKED HICKORY TREE, 16 FEET
 LX5430'NORTHWEST OF CENTER OF A TRACK ROAD AND 10 FEET SOUTHEAST OF
 LX5430'A TWIN TRUNKED TREE.
 LX5430'
 LX5430'AZIMUTH MARK, STAMPED SPRUCE LEDGE 1934 AZ 1975, IS A STANDARD
 LX5430'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 LX5430'BEDROCK WHICH IS ABOUT 4 FEET HIGHER THAN THE ROAD SURFACE.  IT
 LX5430'IS 116 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 LX5430'BUILDING, 82 FEET NORTHWEST OF POWER POLE NUMBERED 1172 AND 14
 LX5430'FEET SOUTHWEST OF CENTER OF A PAVED ROAD.
 LX5430'
 LX5430'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE
 LX5430'LINE BEING BLOCKED BY THE SUMMIT OF A HILL AND TREES AND
 LX5430'BRUSH ON LINE.
 LX5430'
 LX5430'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 LX5430'
 LX5430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5430'1-1/2 MILES NORTHWEST OF NIANTIC.
 LX5430
 LX5430                          STATION RECOVERY (1984)
 LX5430
 LX5430'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5430'SPRUCE LEDGE RECOVERED GOOD.
 LX5430'
 LX5430'STATION SPRUCE LEDGE 1934 RECOVERED GOOD.
 LX5430'
 LX5430'RM NO 1 1934 DIRECTION ARROW ABOUT 4 DEGREES TO MUCH.
 LX5430'
 LX5430'RM NO 2 1934 RECOVERED GOOD.
 LX5430
 LX5430                          STATION RECOVERY (2001)
 LX5430
 LX5430'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX5430'RECOVERED IN GOOD CONDITION.
 LX5430
 LX5430                          STATION RECOVERY (2003)
 LX5430
 LX5430'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX5430'RM 2 AND AZIMUTH NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5448 ***********************************************************************
 LX5448  DESIGNATION -  SPUR
 LX5448  PID         -  LX5448
 LX5448  STATE/COUNTY-  CT/NEW LONDON
 LX5448  USGS QUAD   -  NIANTIC (1983)
 LX5448
 LX5448                         *CURRENT SURVEY CONTROL
 LX5448  ___________________________________________________________________
 LX5448* NAD 83(1996)-  41 21 47.11592(N)    072 11 34.27115(W)     ADJUSTED  
 LX5448* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5448  ___________________________________________________________________
 LX5448  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LX5448  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5448
 LX5448  HORZ ORDER  -  SECOND
 LX5448
 LX5448.The horizontal coordinates were established by classical geodetic methods
 LX5448.and adjusted by the National Geodetic Survey in August 1998..
 LX5448
 LX5448.The orthometric height was scaled from a topographic map.
 LX5448
 LX5448.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5448
 LX5448.The geoid height was determined by GEOID03.
 LX5448
 LX5448;                    North         East     Units Scale Factor Converg.
 LX5448;SPC CT       -   211,383.798   351,417.182   MT  0.99998755   +0 22 09.9
 LX5448;SPC CT       -   693,515.01  1,152,941.20   sFT  0.99998755   +0 22 09.9
 LX5448;UTM  18      - 4,582,867.117   734,797.102   MT  1.00027852   +1 51 21.2
 LX5448
 LX5448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5448!SPC CT       -   1.00000436  x   0.99998755  =   0.99999191
 LX5448!UTM  18      -   1.00000436  x   1.00027852  =   1.00028288
 LX5448
 LX5448:                Primary Azimuth Mark                     Grid Az
 LX5448:SPC CT       -  KEENEYS CHIMNEY                          010 27 39.6
 LX5448:UTM  18      -  KEENEYS CHIMNEY                          008 58 28.3
 LX5448
 LX5448|---------------------------------------------------------------------|
 LX5448| PID    Reference Object                     Distance      Geod. Az  |
 LX5448|                                                           dddmmss.s |
 LX5448| LX5451 KEENEYS CHIMNEY                     490.906 METERS 0104949.5 |
 LX5448| LX5492 AVERY                               221.569 METERS 06813     |
 LX5448| LX5457 YARDARM FLAGPOLE                    APPROX. 0.9 KM 1475955.5 |
 LX5448| LX7640 CALKINS RESET                       APPROX. 0.5 KM 1613534.8 |
 LX5448| CZ7962 SPUR RM 1                             9.900 METERS 16156     |
 LX5448| CZ7963 SPUR RM 2                            13.750 METERS 33236     |
 LX5448| LX5446 LAMARCHE CHIMNEY                    APPROX. 0.6 KM 3501030.1 |
 LX5448| LX5447 FLANDERS                            APPROX. 0.6 KM 3560850.1 |
 LX5448|---------------------------------------------------------------------|
 LX5448
 LX5448                          SUPERSEDED SURVEY CONTROL
 LX5448
 LX5448  NAD 83(1992)-  41 21 47.11486(N)    072 11 34.27046(W) AD(       ) 2
 LX5448  NAD 83(1986)-  41 21 47.11617(N)    072 11 34.27469(W) AD(       ) 2
 LX5448  NAD 27      -  41 21 46.78200(N)    072 11 36.00100(W) AD(       ) 2
 LX5448
 LX5448.Superseded values are not recommended for survey control.
 LX5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5448.See file dsdata.txt to determine how the superseded data were derived.
 LX5448
 LX5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3479782867(NAD 83)
 LX5448_MARKER: DS = TRIANGULATION STATION DISK
 LX5448_SETTING: 66 = SET IN ROCK OUTCROP
 LX5448_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5448+STABILITY: POSITION/ELEVATION WELL
 LX5448
 LX5448  HISTORY     - Date     Condition        Report By
 LX5448  HISTORY     - 1934     MONUMENTED       CGS
 LX5448  HISTORY     - 1968     GOOD             CGS
 LX5448  HISTORY     - 1984     GOOD             USPSQD
 LX5448
 LX5448                          STATION DESCRIPTION
 LX5448
 LX5448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5448'THE STATION IS LOCATED ON THE W BANK OF THE NIANTIC RIVER ABOUT
 LX5448'1/2 MILE S OF THE BOSTON POST ROAD AND OPPOSITE AVERY POINT.  IT
 LX5448'IS MARKED BY A STANDARD DISC SET IN LEDGE ABOUT ONE METER ABOVE
 LX5448'HIGH WATER LEVEL AND ON THE PROPERTY OF A.C. CALKINS.  THE SHORE
 LX5448'LINE IS VERY ROCKY AND THE AREA BACK OF THE STATION IS COVERED
 LX5448'WITH LARGE TREES.
 LX5448'
 LX5448'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5448'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5448'NOS. 1 AND 2, STANDARD BRONZE DISCS SET IN OUTCROPPING BEDROCK.
 LX5448'
 LX5448'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN LEDGE
 LX5448'SOUTHERLY AND NORTHERLY OF THE STATION RESPECTIVELY.
 LX5448
 LX5448                          STATION RECOVERY (1968)
 LX5448
 LX5448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5448'RECOVERED AS DESCRIBED.  THE STATION AND REFERENCE MARKS WERE
 LX5448'RECOVERED IN GOOD CONDITION.
 LX5448
 LX5448                          STATION RECOVERY (1984)
 LX5448
 LX5448'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5448'SPUR 1934 FOUND GOOD.
 LX5448'SPUR RM 1 1934 FOUND GOOD.
 LX5448'SPUR RM 2 1934 COULD NOT LOCATE--SUSPECT BEACH EROSION HAS COVERED
 LX5448'IT UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3805 ***********************************************************************
 LX3805  DESIGNATION -  SQUARE
 LX3805  PID         -  LX3805
 LX3805  STATE/COUNTY-  CT/FAIRFIELD
 LX3805  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3805
 LX3805                         *CURRENT SURVEY CONTROL
 LX3805  ___________________________________________________________________
 LX3805* NAD 83(1996)-  41 03 03.78363(N)    073 28 42.04291(W)     ADJUSTED  
 LX3805* NAVD 88     -                                                        
 LX3805  ___________________________________________________________________
 LX3805  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LX3805  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX3805
 LX3805  HORZ ORDER  -  THIRD
 LX3805
 LX3805.The horizontal coordinates were established by classical geodetic methods
 LX3805.and adjusted by the National Geodetic Survey in August 1998..
 LX3805
 LX3805
 LX3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3805
 LX3805.The geoid height was determined by GEOID03.
 LX3805
 LX3805;                    North         East     Units Scale Factor Converg.
 LX3805;SPC CT       -   176,837.407   243,568.052   MT  1.00001839   -0 28 58.6
 LX3805;SPC CT       -   580,174.06    799,106.18   sFT  1.00001839   -0 28 58.6
 LX3805;SPC NY L     -    98,339.577   343,855.423   MT  1.00000103   +0 20 28.3
 LX3805;SPC NY L     -   322,635.76  1,128,132.33   sFT  1.00000103   +0 20 28.3
 LX3805;UTM  18      - 4,545,539.549   627,876.798   MT  0.99980126   +0 59 58.0
 LX3805
 LX3805                          SUPERSEDED SURVEY CONTROL
 LX3805
 LX3805  NAD 83(1992)-  41 03 03.78322(N)    073 28 42.04099(W) AD(       ) 4
 LX3805  NAD 83(1986)-  41 03 03.78341(N)    073 28 42.04281(W) AD(       ) 4
 LX3805  NAD 27      -  41 03 03.45000(N)    073 28 43.67000(W) AD(       ) 3
 LX3805
 LX3805.Superseded values are not recommended for survey control.
 LX3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3805.See file dsdata.txt to determine how the superseded data were derived.
 LX3805
 LX3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2787745540(NAD 83)
 LX3805
 LX3805  HISTORY     - Date     Condition        Report By
 LX3805  HISTORY     - 1931     MONUMENTED       CGS
 LX3805  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3805  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX3805
 LX3805                          STATION DESCRIPTION
 LX3805
 LX3805'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3805'A ROUND, BLACK, STEEL WATER TANK SURMOUNTING A SQUARE WOODEN
 LX3805'TOWER.  THE TANK IS PAINTED RED ON TOP, AND HAS A FINIAL OR
 LX3805'SPIKE WHICH WAS THE POINT SIGHTED UPON.  THE TOWER IS 26 FEET
 LX3805'SQUARE AT THE BASE AND THE TOTAL HEIGHTH IS 102 FEET.  THE
 LX3805'STATION IS ON THE PROPERTY OF THE GREAT ISLAND CORPORATION
 LX3805'OWNED BY WILLIAM ZIEGLER, JR.
 LX3805
 LX3805                          STATION RECOVERY (1958)
 LX3805
 LX3805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3805'RECOVERED ESSENTIALLY AS DESCRIBED, BUT ROUND, GRAY, WOODEN TANK,
 LX3805'SECURELY BOUND BY HORIZONTAL, CIRCULAR STEEL RODS AND TURNBUCKLES,
 LX3805'NOW SURMOUNTS THE SQUARE WOODEN TOWER WHICH IS PAINTED WHITE.  TANK
 LX3805'IS PAINTED RED ON TOP AND HAS FINIAL OR SPIKE IN CENTER OF TOP
 LX3805'OF TANK, AS DESCRIBED BY H.E.F. IN 1931.  CLOSE INSPECTION
 LX3805'INDICATES THAT CENTER OF WOODEN TANK IS OVER CENTER OF OLD SQUARE
 LX3805'TOWER WHICH HAS REMAINED UNCHANGED SINCE 1931.
 LX3805
 LX3805                          STATION RECOVERY (1964)
 LX3805
 LX3805'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHO)
 LX3805'THE TOWER AND TANK HAS BEEN DISMANTLED, LEAVING ONLY ITS 22-FOOT
 LX3805'SQUARE CONCRETE SLAB FOUNDATION AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3683 ***********************************************************************
 LW3683  DESIGNATION -  SQUAW
 LW3683  PID         -  LW3683
 LW3683  STATE/COUNTY-  CT/WINDHAM
 LW3683  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3683
 LW3683                         *CURRENT SURVEY CONTROL
 LW3683  ___________________________________________________________________
 LW3683* NAD 83(1996)-  41 46 11.85262(N)    071 52 21.87188(W)     ADJUSTED  
 LW3683* NAVD 88     -       118.3    (meters)     388.     (feet)  VERTCON   
 LW3683  ___________________________________________________________________
 LW3683  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LW3683  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LW3683
 LW3683  HORZ ORDER  -  SECOND
 LW3683
 LW3683.The horizontal coordinates were established by classical geodetic methods
 LW3683.and adjusted by the National Geodetic Survey in August 1998..
 LW3683
 LW3683.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3683
 LW3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3683
 LW3683.The geoid height was determined by GEOID03.
 LW3683
 LW3683;                    North         East     Units Scale Factor Converg.
 LW3683;SPC CT       -   256,792.220   377,741.410   MT  0.99999163   +0 34 54.0
 LW3683;SPC CT       -   842,492.48  1,239,306.61   sFT  0.99999163   +0 34 54.0
 LW3683;SPC RI       -    76,324.820    69,007.218   MT  1.00000557   -0 14 53.9
 LW3683;SPC RI       -   250,409.01    226,401.18   sFT  1.00000557   -0 14 53.9
 LW3683;UTM  19      - 4,628,224.907   261,219.934   MT  1.00030167   -1 54 52.4
 LW3683
 LW3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3683!SPC CT       -   0.99998613  x   0.99999163  =   0.99997776
 LW3683!SPC RI       -   0.99998613  x   1.00000557  =   0.99999170
 LW3683!UTM  19      -   0.99998613  x   1.00030167  =   1.00028780
 LW3683
 LW3683|---------------------------------------------------------------------|
 LW3683| PID    Reference Object                     Distance      Geod. Az  |
 LW3683|                                                           dddmmss.s |
 LW3683| LW3682 SQUAW RM 1                           13.336 METERS 14439     |
 LW3683| LW3684 B 1859                               12.325 METERS 19301     |
 LW3683| CB8559 SQUAW RM 2 AZIMUTH                                 2634029.0 |
 LW3683|---------------------------------------------------------------------|
 LW3683
 LW3683                          SUPERSEDED SURVEY CONTROL
 LW3683
 LW3683  NAD 83(1996)-  41 46 11.85210(N)    071 52 21.87161(W) AD(       ) 2
 LW3683  NAD 83(1992)-  41 46 11.85177(N)    071 52 21.87138(W) AD(       ) 2
 LW3683  NAD 83(1992)-  41 46 11.85175(N)    071 52 21.87188(W) AD(       ) 2
 LW3683  NAD 83(1986)-  41 46 11.85226(N)    071 52 21.87147(W) AD(       ) 2
 LW3683  NAD 27      -  41 46 11.49661(N)    071 52 23.61532(W) AD(       ) 2
 LW3683  NGVD 29 (07/19/86)  118.6    (m)          389.     (f) VERT ANG       
 LW3683
 LW3683.Superseded values are not recommended for survey control.
 LW3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3683.See file dsdata.txt to determine how the superseded data were derived.
 LW3683
 LW3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6122028225(NAD 83)
 LW3683_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3683+STABILITY: SURFACE MOTION
 LW3683
 LW3683  HISTORY     - Date     Condition        Report By
 LW3683  HISTORY     - 1974     MONUMENTED       NGS
 LW3683
 LW3683                          STATION DESCRIPTION
 LW3683
 LW3683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3683'STATION IS ABOUT 2-1/2 MILES SOUTH OF DANIELSON, ALONG THE
 LW3683'WEST SIDE OF STATE HIGHWAY 52, AT THE NORTHWEST CORNER OF THE
 LW3683'SQUAW ROCK ROAD OVERPASS AND ON THE RIGHT-OF-WAY OF SQUAW ROCK
 LW3683'ROAD.
 LW3683'
 LW3683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LW3683'STATE HIGHWAY 52 ON THE SOUTHEAST EDGE OF DANIELSON, GO SOUTH
 LW3683'ON HIGHWAY 52 FOR 1.7 MILES TO THE SQUAW ROCK ROAD OVERPASS
 LW3683'AND THE STATION ON THE RIGHT AS DESCRIBED.
 LW3683'
 LW3683'THE STATION MARKS ARE STANDARD DISKS STAMPED SQUAW 1974.  THE
 LW3683'SURFACE MARK IS SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LW3683'GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LW3683'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LW3683'ARE 20 FEET NORTH OF CENTER OF SQUAW ROCK ROAD, 6.5 FEET
 LW3683'EAST-NORTHEAST OF A METAL WITNESS POST, 5.5 FEET NORTHWEST OF
 LW3683'THE NORTHWEST CORNER OF THE OVERPASS AND 2.2 FEET NORTH OF A
 LW3683'GUARD RAIL.
 LW3683'
 LW3683'REFERENCE MARK 1, STAMPED SQUAW NO 1 1974, IS A STANDARD DISK
 LW3683'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE OVERPASS
 LW3683'AND IS FLUSH WITH THE BRIDGE SURFACE.  IT IS 20 FEET EAST OF THE
 LW3683'SOUTHWEST CORNER OF THE OVERPASS, 15 FEET SOUTH OF CENTER OF THE
 LW3683'ROAD AND 3 FEET NORTH OF THE SOUTH ABUTMENT OF THE OVERPASS.
 LW3683'
 LW3683'B 1859 (CHD), STAMPED B 1859, IS A CONNECTICUT HIGHWAY DIVISION
 LW3683'BASE LINE DISK SET IN A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS
 LW3683'ABOUT 1-INCH ABOVE THE GROUND SURFACE.  IT IS 37.4 FEET SOUTH
 LW3683'OF THE METAL WITNESS POST AT THE STATION, 18 FEET SOUTH OF
 LW3683'CENTER OF THE ROAD AND 15.5 FEET WEST OF THE SOUTHWEST CORNER OF
 LW3683'THE OVERPASS.
 LW3683'
 LW3683'REFERENCE MARK 2, STAMPED SQUAW NO 2 1974, IS A STANDARD DISK
 LW3683'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.  IT
 LW3683'IS 21 FEET SOUTH OF CENTER OF SQUAW ROCK ROAD (UNDER CONSTRUCTION
 LW3683'AT THIS TIME), 4 FEET SOUTHWEST OF A POWER POLE NUMBERED 2764 AND
 LW3683'2.7 FEET NORTH OF A METAL WITNESS POST.
 LW3683'
 LW3683'TO REACH REFERENCE MARK 2 (AZ MK) FROM THE STATION, GO WEST ON
 LW3683'SQUAW ROCK ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LW3683'
 LW3683'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6536 ***********************************************************************
 LX6536  DESIGNATION -  ST FRANCIS CHURCH SPIRE
 LX6536  PID         -  LX6536
 LX6536  STATE/COUNTY-  CT/NEW HAVEN
 LX6536  USGS QUAD   -  NEW HAVEN (1984)
 LX6536
 LX6536                         *CURRENT SURVEY CONTROL
 LX6536  ___________________________________________________________________
 LX6536* NAD 83(1996)-  41 18 39.74138(N)    072 53 44.50663(W)     ADJUSTED  
 LX6536* NAVD 88     -                                                        
 LX6536  ___________________________________________________________________
 LX6536  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX6536  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6536
 LX6536  HORZ ORDER  -  THIRD
 LX6536
 LX6536.The horizontal coordinates were established by classical geodetic methods
 LX6536.and adjusted by the National Geodetic Survey in August 1998..
 LX6536
 LX6536
 LX6536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6536
 LX6536.The geoid height was determined by GEOID03.
 LX6536
 LX6536;                    North         East     Units Scale Factor Converg.
 LX6536;SPC CT       -   205,463.336   292,600.353   MT  0.99999065   -0 05 47.8
 LX6536;SPC CT       -   674,090.96    959,972.99   sFT  0.99999065   -0 05 47.8
 LX6536;SPC NY L     -   127,665.866   392,472.716   MT  1.00002722   +0 43 20.3
 LX6536;SPC NY L     -   418,850.43  1,287,637.57   sFT  1.00002722   +0 43 20.3
 LX6536;UTM  18      - 4,575,422.167   676,145.748   MT  0.99998186   +1 23 22.2
 LX6536
 LX6536                          SUPERSEDED SURVEY CONTROL
 LX6536
 LX6536  NAD 83(1992)-  41 18 39.74047(N)    072 53 44.50648(W) AD(       ) 4
 LX6536  NAD 83(1986)-  41 18 39.74276(N)    072 53 44.50991(W) AD(       ) 4
 LX6536  NAD 27      -  41 18 39.39917(N)    072 53 46.14777(W) AD(       ) 3
 LX6536
 LX6536.Superseded values are not recommended for survey control.
 LX6536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6536.See file dsdata.txt to determine how the superseded data were derived.
 LX6536
 LX6536_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7614675422(NAD 83)
 LX6536
 LX6536  HISTORY     - Date     Condition        Report By
 LX6536  HISTORY     - 1933     MONUMENTED       CGS
 LX6536  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6536  HISTORY     - 1984     GOOD             USPSQD
 LX6536  HISTORY     - 1989     GOOD             USPSQD
 LX6536
 LX6536                          STATION DESCRIPTION
 LX6536
 LX6536'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6536'THIS CHURCH IS ON FERRY STREET, DIRECTLY OPPOSITE THE INTERSECTION
 LX6536'OF CLAY STREET.  MAIN BUILDING OF CHURCH IS BUILT OF RED-BRICK
 LX6536'WITH SLATE ROOF.
 LX6536'
 LX6536'THE SPIRE IS SQUARE IN ITS LOWER PART, THE SLIM UPPER PORTION
 LX6536'IS COVERED WITH DARK SLATES.
 LX6536'
 LX6536'THE DISTINCTIVE FEATURE IS THE TRIANGULAR GLAZED OPENINGS IN
 LX6536'THE SIDES OF THE SPIRE.  THERE ARE FOUR LARGER ONES BELOW AND
 LX6536'FOUR SMALLER OPENINGS NEAR THE TOP.  THE SPIRE HAS SMALL GREEN
 LX6536'COPPER BALL WITH GOLD CROSS ABOVE.
 LX6536'
 LX6536'CENTER IS CENTER LINE OF UPRIGHT PART OF CROSS.
 LX6536'
 LX6536'CENTER IS 22 METERS E OF THE CENTER LINE OF FERRY STREET.
 LX6536
 LX6536                          STATION RECOVERY (1976)
 LX6536
 LX6536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6536'THE STATION IS THE APEX OF THE SPIRE ATOP THE FAIR HAVEN ST
 LX6536'FRANCIS CATHOLIC CHURCH.  IT IS GREY IN COLOR WITH A GOLD
 LX6536'CROSS MOUNTED ON TOP AND IS ABOUT 90 FEET HIGH.  THIS STATION
 LX6536'WAS DESCRIBED IN 1933 AS ST FRANCIS CHURCH SPIRE (BOOK 274,
 LX6536'PAGE 11).
 LX6536'
 LX6536'THE STATION IS LOCATED AT THE INTERSECTION OF FERRY AND CLAY
 LX6536'STREETS IN FAIR HAVEN.
 LX6536'
 LX6536'DESCRIBED BY V.D. NOVAK.
 LX6536
 LX6536                          STATION RECOVERY (1984)
 LX6536
 LX6536'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6536'CHURCH AND TOWER ARE KEPT IN GOOD CONDITION DESCRIPTION IS
 LX6536'ADEQUATE.
 LX6536
 LX6536                          STATION RECOVERY (1989)
 LX6536
 LX6536'RECOVERY NOTE BY US POWER SQUADRON 1989 (CC)
 LX6536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5242 ***********************************************************************
 LX5242  DESIGNATION -  ST JAMES CHURCH SPIRE
 LX5242  PID         -  LX5242
 LX5242  STATE/COUNTY-  CT/NEW LONDON
 LX5242  USGS QUAD   -  NEW LONDON (1984)
 LX5242
 LX5242                         *CURRENT SURVEY CONTROL
 LX5242  ___________________________________________________________________
 LX5242* NAD 83(1996)-  41 21 25.89249(N)    072 05 57.19055(W)     ADJUSTED  
 LX5242* NAVD 88     -                                                        
 LX5242  ___________________________________________________________________
 LX5242  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 LX5242  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5242
 LX5242  HORZ ORDER  -  THIRD
 LX5242
 LX5242.The horizontal coordinates were established by classical geodetic methods
 LX5242.and adjusted by the National Geodetic Survey in August 1998..
 LX5242
 LX5242
 LX5242.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5242
 LX5242.The geoid height was determined by GEOID03.
 LX5242
 LX5242;                    North         East     Units Scale Factor Converg.
 LX5242;SPC CT       -   210,783.834   359,256.305   MT  0.99998786   +0 25 53.4
 LX5242;SPC CT       -   691,546.63  1,178,660.06   sFT  0.99998786   +0 25 53.4
 LX5242;UTM  18      - 4,582,470.560   742,651.614   MT  1.00032468   +1 55 03.5
 LX5242
 LX5242                          SUPERSEDED SURVEY CONTROL
 LX5242
 LX5242  NAD 83(1992)-  41 21 25.89135(N)    072 05 57.18974(W) AD(       ) 4
 LX5242  NAD 83(1986)-  41 21 25.89227(N)    072 05 57.19441(W) AD(       ) 4
 LX5242  NAD 27      -  41 21 25.54600(N)    072 05 58.92100(W) AD(       ) 3
 LX5242
 LX5242.Superseded values are not recommended for survey control.
 LX5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5242.See file dsdata.txt to determine how the superseded data were derived.
 LX5242
 LX5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4265282471(NAD 83)
 LX5242_MARKER: 90 = CHURCH SPIRE
 LX5242
 LX5242  HISTORY     - Date     Condition        Report By
 LX5242  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5242  HISTORY     - 1960     GOOD             CGS
 LX5242  HISTORY     - 1984     GOOD             USPSQD
 LX5242  HISTORY     - 1989     GOOD             USPSQD
 LX5242
 LX5242                          STATION DESCRIPTION
 LX5242
 LX5242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5242'SAINT JAMES CHURCH IS ON THE SE CORNER OF HUNTINGTON AND FEDERAL
 LX5242'STREETS.  THE CHURCH AND SPIRE ARE MADE OF BROWN STONE AND WAS
 LX5242'ERECTED IN 1850.  THE SPIRE IS AT THE FRONT CENTER OF THE CHURCH
 LX5242'AND FACES HUNTINGTON STREET.  THE BELFRY PART OF THE SPIRE IS
 LX5242'SQUARE, THE REST IS OCTAGONAL WITH A GILDED CROSS AT THE APEX.
 LX5242'
 LX5242'THE STATION IS THE BASE OF THE CROSS.  HEIGHT ABOUT 150 FEET
 LX5242'ABOVE GROUND.
 LX5242
 LX5242                          STATION RECOVERY (1960)
 LX5242
 LX5242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5242'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 LX5242
 LX5242                          STATION RECOVERY (1984)
 LX5242
 LX5242'RECOVERY NOTE BY US POWER SQUADRON 1984 (HJW)
 LX5242'STATION RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION IS GOOD.
 LX5242
 LX5242                          STATION RECOVERY (1989)
 LX5242
 LX5242'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5884 ***********************************************************************
 LX5884  DESIGNATION -  ST JOHNS CHURCH SPIRE
 LX5884  PID         -  LX5884
 LX5884  STATE/COUNTY-  CT/MIDDLESEX
 LX5884  USGS QUAD   -  ESSEX (1977)
 LX5884
 LX5884                         *CURRENT SURVEY CONTROL
 LX5884  ___________________________________________________________________
 LX5884* NAD 83(1996)-  41 18 01.89158(N)    072 22 40.93102(W)     ADJUSTED  
 LX5884* NAVD 88     -                                                        
 LX5884  ___________________________________________________________________
 LX5884  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LX5884  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5884
 LX5884  HORZ ORDER  -  THIRD
 LX5884
 LX5884.The horizontal coordinates were established by classical geodetic methods
 LX5884.and adjusted by the National Geodetic Survey in August 1998..
 LX5884
 LX5884
 LX5884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5884
 LX5884.The geoid height was determined by GEOID03.
 LX5884
 LX5884;                    North         East     Units Scale Factor Converg.
 LX5884;SPC CT       -   204,352.446   335,952.893   MT  0.99999137   +0 14 47.9
 LX5884;SPC CT       -   670,446.32  1,102,205.45   sFT  0.99999137   +0 14 47.9
 LX5884;SPC NY L     -   127,172.916   435,838.226   MT  1.00002576   +1 03 39.2
 LX5884;SPC NY L     -   417,233.14  1,429,912.58   sFT  1.00002576   +1 03 39.2
 LX5884;UTM  18      - 4,575,435.406   719,516.533   MT  1.00019308   +1 43 52.3
 LX5884
 LX5884                          SUPERSEDED SURVEY CONTROL
 LX5884
 LX5884  NAD 83(1992)-  41 18 01.89063(N)    072 22 40.93070(W) AD(       ) 4
 LX5884  NAD 83(1986)-  41 18 01.89256(N)    072 22 40.93407(W) AD(       ) 4
 LX5884  NAD 27      -  41 18 01.54000(N)    072 22 42.63000(W) AD(       ) 3
 LX5884
 LX5884.Superseded values are not recommended for survey control.
 LX5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5884.See file dsdata.txt to determine how the superseded data were derived.
 LX5884
 LX5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1951775435(NAD 83)
 LX5884
 LX5884  HISTORY     - Date     Condition        Report By
 LX5884  HISTORY     - 1934     MONUMENTED       CGS
 LX5884  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5884  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5884
 LX5884                          STATION DESCRIPTION
 LX5884
 LX5884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5884'ST. JOHNS CHURCH IS JUST N OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LX5884'RAILROAD AND ABOUT 100 YARDS W OF AND ACROSS THE TRACKS FROM THE
 LX5884'SAYBROOK STATION.  IT IS ON THE E SIDE OF OLD ESSEX ROAD.  THE
 LX5884'CHURCH IS A WOODEN STRUCTURE WITH A SHINGLE ROOF.  THERE IS A
 LX5884'CEMETERY IN THE YARD N OF THE BUILDING.
 LX5884'
 LX5884'THE SPIRE IS A WOODEN STRUCTURE 3.2 METERS SQUARE AT THE BASE AND
 LX5884'HAS A WOODEN CROSS AT THE TOP.  IT IS IN THE CENTER OF THE CHURCH
 LX5884'AT THE W END.
 LX5884'
 LX5884'STATION IS THE CENTER LINE OF THE SPIRE.  HEIGHT ABOUT 60 FEET.
 LX5884'
 LX5884'N.B.  CHURCH WAS TORN DOWN IN THE LATTER PART OF 1934.
 LX5884
 LX5884                          STATION RECOVERY (1948)
 LX5884
 LX5884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5884'THE CHURCH HAS BEEN REMOVED FROM THIS LOCALITY.  IT IS RECOMMENDED
 LX5884'THAT THE STATION BE CONSIDERED DESTROYED.
 LX5884
 LX5884                          STATION RECOVERY (1997)
 LX5884
 LX5884'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5904 ***********************************************************************
 LX5904  DESIGNATION -  ST JOHNS MEMORIAL CH TOWER
 LX5904  PID         -  LX5904
 LX5904  STATE/COUNTY-  CT/MIDDLESEX
 LX5904  USGS QUAD   -  ESSEX (1977)
 LX5904
 LX5904                         *CURRENT SURVEY CONTROL
 LX5904  ___________________________________________________________________
 LX5904* NAD 83(1996)-  41 21 08.88608(N)    072 23 19.75450(W)     ADJUSTED  
 LX5904* NAVD 88     -                                                        
 LX5904  ___________________________________________________________________
 LX5904  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 LX5904  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX5904
 LX5904  HORZ ORDER  -  THIRD
 LX5904
 LX5904.The horizontal coordinates were established by classical geodetic methods
 LX5904.and adjusted by the National Geodetic Survey in August 1998..
 LX5904
 LX5904
 LX5904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5904
 LX5904.The geoid height was determined by GEOID03.
 LX5904
 LX5904;                    North         East     Units Scale Factor Converg.
 LX5904;SPC CT       -   210,117.296   335,025.592   MT  0.99998812   +0 14 22.1
 LX5904;SPC CT       -   689,359.83  1,099,163.13   sFT  0.99998812   +0 14 22.1
 LX5904;UTM  18      - 4,581,175.431   718,439.882   MT  1.00018727   +1 43 33.1
 LX5904
 LX5904                          SUPERSEDED SURVEY CONTROL
 LX5904
 LX5904  NAD 83(1992)-  41 21 08.88514(N)    072 23 19.75419(W) AD(       ) 4
 LX5904  NAD 83(1986)-  41 21 08.88698(N)    072 23 19.75745(W) AD(       ) 4
 LX5904  NAD 27      -  41 21 08.53300(N)    072 23 21.46100(W) AD(       ) 3
 LX5904
 LX5904.Superseded values are not recommended for survey control.
 LX5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5904.See file dsdata.txt to determine how the superseded data were derived.
 LX5904
 LX5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1844081175(NAD 83)
 LX5904
 LX5904  HISTORY     - Date     Condition        Report By
 LX5904  HISTORY     - 1934     MONUMENTED       CGS
 LX5904  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5904  HISTORY     - 1984     GOOD             USPSQD
 LX5904  HISTORY     - 1989     GOOD             USPSQD
 LX5904  HISTORY     - 1990     GOOD             USPSQD
 LX5904  HISTORY     - 19970220 GOOD             USPSQD
 LX5904
 LX5904                          STATION DESCRIPTION
 LX5904
 LX5904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5904'ST. JOHNS MEMORIAL CHURCH IS THE PRESENT EPISCOPAL CHURCH OF
 LX5904'ESSEX.  IT IS LOCATED AT THE NE CORNER OF CROSS AND MAIN
 LX5904'STREETS.  THE CHURCH IS BUILT OF GRAY STONE WITH RED SANDSTONE
 LX5904'TRIM.  THE ROOF IS COVERED WITH DARK SLATES.  THE MAIN AUDITORIUM
 LX5904'EXTENDS PARALLEL TO CROSS STREET WITH A LOWER WING AT THE
 LX5904'NORTHERLY END, PARALLEL TO MAIN STREET.
 LX5904'
 LX5904'THE TOWER IS AT THE SE CORNER OF THE MAIN BUILDING.  IT IS
 LX5904'SQUARE IN SECTION WITH TWIN SHUTTERED WINDOWS IN EACH SIDE.  THE
 LX5904'PYRAMIDAL ROOF IS COVERED WITH BRIGHT RED TILES.  AT THE APEX OF
 LX5904'THE ROOF IS A CROSS, WEATHERED GREEN.
 LX5904'
 LX5904'CENTER IS THE APEX OF THE TOWER ROOF.
 LX5904
 LX5904                          STATION RECOVERY (1961)
 LX5904
 LX5904'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5904'THE STATION WAS RECOVERED AS DESCRIBED BY G.C.M. IN 1934.  THE
 LX5904'STATION IS IN GOOD CONDITION.
 LX5904
 LX5904                          STATION RECOVERY (1984)
 LX5904
 LX5904'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5904'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX5904'ACCURATE.
 LX5904
 LX5904                          STATION RECOVERY (1989)
 LX5904
 LX5904'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5904'RECOVERED IN GOOD CONDITION.
 LX5904
 LX5904                          STATION RECOVERY (1990)
 LX5904
 LX5904'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX5904'RECOVERED IN GOOD CONDITION.
 LX5904
 LX5904                          STATION RECOVERY (1997)
 LX5904
 LX5904'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5972 ***********************************************************************
 LX5972  DESIGNATION -  ST JOHNS SCHOOL TOWER
 LX5972  PID         -  LX5972
 LX5972  STATE/COUNTY-  CT/MIDDLESEX
 LX5972  USGS QUAD   -  DEEP RIVER (1971)
 LX5972
 LX5972                         *CURRENT SURVEY CONTROL
 LX5972  ___________________________________________________________________
 LX5972* NAD 83(1996)-  41 23 50.96051(N)    072 25 55.98181(W)     ADJUSTED  
 LX5972* NAVD 88     -                                                        
 LX5972  ___________________________________________________________________
 LX5972  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LX5972  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX5972
 LX5972  HORZ ORDER  -  THIRD
 LX5972
 LX5972.The horizontal coordinates were established by classical geodetic methods
 LX5972.and adjusted by the National Geodetic Survey in August 1998..
 LX5972
 LX5972
 LX5972.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5972
 LX5972.The geoid height was determined by GEOID03.
 LX5972
 LX5972;                    North         East     Units Scale Factor Converg.
 LX5972;SPC CT       -   215,102.978   331,375.625   MT  0.99998595   +0 12 38.6
 LX5972;SPC CT       -   705,717.02  1,087,188.20   sFT  0.99998595   +0 12 38.6
 LX5972;UTM  18      - 4,586,065.635   714,661.032   MT  1.00016712   +1 41 55.2
 LX5972
 LX5972                          SUPERSEDED SURVEY CONTROL
 LX5972
 LX5972  NAD 83(1992)-  41 23 50.95964(N)    072 25 55.98152(W) AD(       ) 4
 LX5972  NAD 83(1986)-  41 23 50.96149(N)    072 25 55.98452(W) AD(       ) 4
 LX5972  NAD 27      -  41 23 50.60200(N)    072 25 57.68700(W) AD(       ) 3
 LX5972
 LX5972.Superseded values are not recommended for survey control.
 LX5972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5972.See file dsdata.txt to determine how the superseded data were derived.
 LX5972
 LX5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1466186066(NAD 83)
 LX5972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5972+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5972
 LX5972  HISTORY     - Date     Condition        Report By
 LX5972  HISTORY     - 1934     MONUMENTED       CGS
 LX5972  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5972  HISTORY     - 1984     GOOD             USPSQD
 LX5972  HISTORY     - 1989     GOOD             USPSQD
 LX5972  HISTORY     - 19970210 GOOD             USPSQD
 LX5972  HISTORY     - 20040101 GOOD             USPSQD
 LX5972
 LX5972                          STATION DESCRIPTION
 LX5972
 LX5972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5972'ST. JOHNS TRADE SCHOOL DOMINATES THE RIVER IN THE VICINITY
 LX5972'OF DEEP RIVER.  IT IS REACHED BY A PRIVATE ROAD TURNING OFF
 LX5972'KIRTLAND STREET NEAR THE DEEP RIVER RAILROAD STATION.
 LX5972'
 LX5972'THE BUILDING, WITH ITS MAIN RIDGEPOLE LYING N AND S, IS
 LX5972'H-SHAPED IN PLAN WITH TWO GABLES FACING E AND W.  THE 3 1/2-STORY
 LX5972'WALLS ARE BUILT OF NATIVE STONE MASONRY.  THE TOWER RISES IN THE
 LX5972'MIDDLE OF THE FRONT, ON THE EASTERLY FACE OF THE BUILDING.  THE
 LX5972'TOWER IS BUILT OF THE SAME MATERIAL AS THE REST OF THE
 LX5972'BUILDING.  THE BELL IS SUSPENDED A LITTLE ABOVE THE LEVEL OF THE
 LX5972'ROOF, IN A SECTION WITH EIGHT ARCHED OPENINGS.  THE TOWER ROOF
 LX5972'IS A RATHER POINTED DOME COVERED WITH WEATHERED COPPER.  THERE
 LX5972'IS A GILDED CROSS AT THE APEX OF THIS ROOF.
 LX5972'
 LX5972'CENTER IS THE CENTER LINE OF THE VERTICAL MEMBER OF THIS CROSS.
 LX5972'
 LX5972'THE SCHOOL BUILDING IS A VERY PROMINENT LANDMARK.
 LX5972
 LX5972                          STATION RECOVERY (1969)
 LX5972
 LX5972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5972'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 LX5972'STATION WAS NOT VISITED, BUT IT IS VERY PROMINENT FROM A BOAT.
 LX5972
 LX5972                          STATION RECOVERY (1984)
 LX5972
 LX5972'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5972'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5972'AND ACCURATE.
 LX5972
 LX5972                          STATION RECOVERY (1989)
 LX5972
 LX5972'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5972'RECOVERED IN GOOD CONDITION.
 LX5972
 LX5972                          STATION RECOVERY (1997)
 LX5972
 LX5972'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5972'RECOVERED IN GOOD CONDITION.
 LX5972
 LX5972                          STATION RECOVERY (2004)
 LX5972
 LX5972'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6962 ***********************************************************************
 LX6962  DESIGNATION -  ST MARYS CHURCH TOWER
 LX6962  PID         -  LX6962
 LX6962  STATE/COUNTY-  CT/MIDDLESEX
 LX6962  USGS QUAD   -  MIDDLETOWN (1992)
 LX6962
 LX6962                         *CURRENT SURVEY CONTROL
 LX6962  ___________________________________________________________________
 LX6962* NAD 83(1996)-  41 33 15.21015(N)    072 39 01.87326(W)     ADJUSTED  
 LX6962* NAVD 88     -                                                        
 LX6962  ___________________________________________________________________
 LX6962  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6962  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6962
 LX6962  HORZ ORDER  -  THIRD
 LX6962
 LX6962.The horizontal coordinates were established by classical geodetic methods
 LX6962.and adjusted by the National Geodetic Survey in August 1998..
 LX6962
 LX6962
 LX6962.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6962
 LX6962.The geoid height was determined by GEOID03.
 LX6962
 LX6962;                    North         East     Units Scale Factor Converg.
 LX6962;SPC CT       -   232,466.200   313,099.706   MT  0.99998320   +0 03 57.5
 LX6962;SPC CT       -   762,682.86  1,027,227.95   sFT  0.99998320   +0 03 57.5
 LX6962;UTM  18      - 4,602,949.866   695,937.111   MT  1.00007247   +1 33 32.3
 LX6962
 LX6962                          SUPERSEDED SURVEY CONTROL
 LX6962
 LX6962  NAD 83(1992)-  41 33 15.20944(N)    072 39 01.87325(W) AD(       ) 4
 LX6962  NAD 83(1986)-  41 33 15.21144(N)    072 39 01.87518(W) AD(       ) 4
 LX6962  NAD 27      -  41 33 14.85200(N)    072 39 03.54000(W) AD(       ) 3
 LX6962
 LX6962.Superseded values are not recommended for survey control.
 LX6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6962.See file dsdata.txt to determine how the superseded data were derived.
 LX6962
 LX6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9593702950(NAD 83)
 LX6962_MARKER: 55 = TOWER
 LX6962
 LX6962  HISTORY     - Date     Condition        Report By
 LX6962  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX6962  HISTORY     - 1948     GOOD             CGS
 LX6962  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LX6962  HISTORY     - 1985     GOOD             USPSQD
 LX6962
 LX6962                          STATION DESCRIPTION
 LX6962
 LX6962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6962'THE POLISH CATHOLIC CHURCH OF MIDDLETOWN IS ON THE S SIDE OF
 LX6962'HUBBARD STREET.  IT IS A BROWN-BRICK BUILDING WITH A VERY STEEP
 LX6962'SLATE ROOF, WITH GABLES AT THE N AND S ENDS.  THE FRONT OF THE
 LX6962'CHURCH IS TRIMMED WITH WHITE STONE.  THE SPIRE IS AT THE
 LX6962'NORTHEASTERLY CORNER OF THE BUILDING.  IT IS SQUARE AT THE BASE
 LX6962'AND HAS A SMALL SPIRE ON EACH OF THE FOUR CORNERS.  THE UPPER
 LX6962'PART OF THE SPIRE IS OCTAGONAL AND IS COVERED WITH WOODEN
 LX6962'SHINGLES.  THERE IS A GOLDEN CROSS AT THE APEX OF THE
 LX6962'SPIRE.
 LX6962'
 LX6962'THE STATION IS THE BASE OF THE CROSS.  HEIGHT ABOUT 150 FEET.
 LX6962
 LX6962                          STATION RECOVERY (1948)
 LX6962
 LX6962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6962'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX6962
 LX6962                          STATION RECOVERY (1957)
 LX6962
 LX6962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LX6962'STATION WAS RECOVERED AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS
 LX6962'ADEQUATE.
 LX6962'
 LX6962'OFFICE NOTE--COMPUTATIONS INDICATE THAT THE CHURCH TOWER IS NOT
 LX6962'THE ST. MARYS CHURCH TOWER LOCATED IN 1935.
 LX6962
 LX6962                          STATION RECOVERY (1985)
 LX6962
 LX6962'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX6962'ST MARYS CHURCH SPIRE WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 LX6962'BY GCM IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6525 ***********************************************************************
 LX6525  DESIGNATION -  ST PATRICKS CHURCH SPIRE
 LX6525  PID         -  LX6525
 LX6525  STATE/COUNTY-  CT/NEW HAVEN
 LX6525  USGS QUAD   -  NEW HAVEN (1984)
 LX6525
 LX6525                         *CURRENT SURVEY CONTROL
 LX6525  ___________________________________________________________________
 LX6525* NAD 83(1996)-  41 18 30.59167(N)    072 54 40.88375(W)     ADJUSTED  
 LX6525* NAVD 88     -                                                        
 LX6525  ___________________________________________________________________
 LX6525  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 LX6525  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX6525
 LX6525  HORZ ORDER  -  THIRD
 LX6525
 LX6525.The horizontal coordinates were established by classical geodetic methods
 LX6525.and adjusted by the National Geodetic Survey in August 1998..
 LX6525
 LX6525
 LX6525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6525
 LX6525.The geoid height was determined by GEOID03.
 LX6525
 LX6525;                    North         East     Units Scale Factor Converg.
 LX6525;SPC CT       -   205,183.401   291,288.470   MT  0.99999082   -0 06 25.2
 LX6525;SPC CT       -   673,172.54    955,668.92   sFT  0.99999082   -0 06 25.2
 LX6525;SPC NY L     -   127,367.197   391,164.921   MT  1.00002686   +0 42 43.4
 LX6525;SPC NY L     -   417,870.55  1,283,346.91   sFT  1.00002686   +0 42 43.4
 LX6525;UTM  18      - 4,575,108.307   674,841.582   MT  0.99997623   +1 22 44.7
 LX6525
 LX6525                          SUPERSEDED SURVEY CONTROL
 LX6525
 LX6525  NAD 83(1992)-  41 18 30.59074(N)    072 54 40.88359(W) AD(       ) 4
 LX6525  NAD 83(1986)-  41 18 30.59279(N)    072 54 40.88733(W) AD(       ) 4
 LX6525  NAD 27      -  41 18 30.25200(N)    072 54 42.52200(W) AD(       ) 3
 LX6525
 LX6525.Superseded values are not recommended for survey control.
 LX6525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6525.See file dsdata.txt to determine how the superseded data were derived.
 LX6525
 LX6525_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7484275108(NAD 83)
 LX6525_MARKER: 90 = CHURCH SPIRE
 LX6525
 LX6525  HISTORY     - Date     Condition        Report By
 LX6525  HISTORY     - UNK      FIRST OBSERVED
 LX6525  HISTORY     - 1910     GOOD             CGS
 LX6525  HISTORY     - 1933     GOOD             CGS
 LX6525  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6525
 LX6525                          STATION DESCRIPTION
 LX6525
 LX6525'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6525'THIS CHURCH WITH ITS STEEPLE WAS ERECTED IN 1851-53.  IT IS
 LX6525'LOCATED ON THE SW CORNER OF GRAND AVENUE, AND WALLACE STREET,
 LX6525'NEW HAVEN.
 LX6525
 LX6525                          STATION RECOVERY (1933)
 LX6525
 LX6525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6525'RECOVERED AS DESCRIBED.  THIS STATION IS ON THE SPIRE OF THE RED
 LX6525'SANDSTONE CHURCH AT THE CORNER OF WALLACE STREET AND GRAND
 LX6525'AVENUE.  THE SPIRE IS ON THE NE CORNER OF THE CHURCH.
 LX6525'
 LX6525'THE SPIRE IS COVERED WITH DARK SLATES AND ORNAMENTED AT THE
 LX6525'TOP WITH A GILT BALL AND CROSS.
 LX6525'
 LX6525'THE SPIRE IS 19 METERS S OF THE CENTER LINE OF GRAND AVENUE
 LX6525'AND 21.5 METERS W OF THE CENTER LINE OF WALLACE STREET.
 LX6525'
 LX6525'CENTER IS THE CENTER LINE OF THE UPRIGHT PART OF THE CROSS.
 LX6525
 LX6525                          STATION RECOVERY (1984)
 LX6525
 LX6525'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6525'CHURCH WAS REMOVED FOR CONSTRUCTION OF I-91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7657 ***********************************************************************
 LX7657  DESIGNATION -  STA 32022
 LX7657  PID         -  LX7657
 LX7657  STATE/COUNTY-  CT/NEW LONDON
 LX7657  USGS QUAD   -  NEW LONDON (1984)
 LX7657
 LX7657                         *CURRENT SURVEY CONTROL
 LX7657  ___________________________________________________________________
 LX7657* NAD 83(1996)-  41 19 00.17389(N)    072 03 50.25791(W)     ADJUSTED  
 LX7657* NAVD 88     -        20.     (meters)      66.     (feet)  GPS OBS   
 LX7657  ___________________________________________________________________
 LX7657  X           -   1,477,394.236 (meters)                     COMP
 LX7657  Y           -  -4,564,282.611 (meters)                     COMP
 LX7657  Z           -   4,188,897.697 (meters)                     COMP
 LX7657  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX7657  ELLIP HEIGHT-         -11.05  (meters)          (06/13/02) GPS OBS
 LX7657  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX7657
 LX7657  HORZ ORDER  -  THIRD
 LX7657  ELLP ORDER  -  FOURTH    CLASS II
 LX7657
 LX7657.The horizontal coordinates were established by GPS observations
 LX7657.and adjusted by the National Geodetic Survey in January 2002..
 LX7657
 LX7657.The orthometric height was determined by GPS observations and a
 LX7657.high-resolution geoid model.
 LX7657.No vertical observational check was made to the station.
 LX7657
 LX7657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX7657
 LX7657.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7657
 LX7657.The ellipsoidal height was determined by GPS observations
 LX7657.and is referenced to NAD 83.
 LX7657
 LX7657.The geoid height was determined by GEOID03.
 LX7657
 LX7657;                    North         East     Units Scale Factor Converg.
 LX7657;SPC CT       -   206,311.411   362,242.326   MT  0.99999027   +0 27 17.6
 LX7657;SPC CT       -   676,873.35  1,188,456.70   sFT  0.99999027   +0 27 17.6
 LX7657;SPC NY L     -   129,504.723   462,098.170   MT  1.00002802   +1 15 58.8
 LX7657;SPC NY L     -   424,883.41  1,516,067.08   sFT  1.00002802   +1 15 58.8
 LX7657;UTM  18      - 4,578,075.524   745,753.630   MT  1.00034334   +1 56 21.8
 LX7657;UTM  19      - 4,578,446.052   243,537.771   MT  1.00040954   -2 01 26.4
 LX7657
 LX7657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7657!SPC CT       -   1.00000173  x   0.99999027  =   0.99999200
 LX7657!SPC NY L     -   1.00000173  x   1.00002802  =   1.00002975
 LX7657!UTM  18      -   1.00000173  x   1.00034334  =   1.00034507
 LX7657!UTM  19      -   1.00000173  x   1.00040954  =   1.00041127
 LX7657
 LX7657|---------------------------------------------------------------------|
 LX7657| PID    Reference Object                     Distance      Geod. Az  |
 LX7657|                                                           dddmmss.s |
 LX7657| LX5210 PLANT                               198.776 METERS 24911     |
 LX7657|---------------------------------------------------------------------|
 LX7657
 LX7657                          SUPERSEDED SURVEY CONTROL
 LX7657
 LX7657  ELLIP H (01/09/02)  -11.05   (m)                       GP(       ) 5 1
 LX7657  NAD 83(1986)-  41 19 00.17346(N)    072 03 50.26350(W) AD(       ) 3
 LX7657  NAD 83(1992)-  41 19 00.17275(N)    072 03 50.25673(W) AD(       ) 3
 LX7657  ELLIP H (04/16/93)  -11.17   (m)                       GP(       ) 4 2
 LX7657
 LX7657.Superseded values are not recommended for survey control.
 LX7657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7657.See file dsdata.txt to determine how the superseded data were derived.
 LX7657
 LX7657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4575478076(NAD 83)
 LX7657_MARKER: DD = SURVEY DISK
 LX7657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7657_SP_SET: CONCRETE POST
 LX7657_STAMPING: DOPP STA 32022 1987 GSGS
 LX7657_MARK LOGO: DMA   
 LX7657_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX7657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7657+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1992
 LX7657
 LX7657  HISTORY     - Date     Condition        Report By
 LX7657  HISTORY     - 1987     MONUMENTED       DMA
 LX7657  HISTORY     - 19920428 GOOD             NGS
 LX7657
 LX7657                          STATION DESCRIPTION
 LX7657
 LX7657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LX7657'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTHEAST OF NEW LONDON, 4.8
 LX7657'KM (3.00 MI) SOUTH OF GROTON, 3.2 KM (2.00 MI) EAST-NORTHEAST OF
 LX7657'OCEAN BEACH, AT THE MOUTH AND ON THE EAST SIDE OF THE THAMES RIVER,
 LX7657'AT THE SITE OF THE UNIVERSITY OF CONNECTICUT SOUTHWESTERN BRANCH
 LX7657'MARINE SCIENCE INSTITUTE AND COAST GUARD RESEARCH AND DEVELOPMENT
 LX7657'CENTER, AT AVERY POINT.  IT IS ON THE ROOF OF THE U.S.C.G. RESEARCH
 LX7657'CENTER BUILDING 23.  OWNERSHIP--UNIVERSITY OF CONNECTICUT. CONTACT
 LX7657'WAS JAY SPALDING USCG, PHONE 203-441-2687. NOTE--NOTIFY OF WORK
 LX7657'SCHEDULE.
 LX7657'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 349 (RAINVILLE
 LX7657'AVE.) AND BENHAM ROAD, LOCATED ABOUT 2.3 KM (1.40 MI) SOUTH OF
 LX7657'INTERSTATE HIGHWAY 95 EXIT 86, AND ON THE SOUTH SIDE OF GROTON, GO
 LX7657'SOUTH ALONG BENHAM ROAD AND EASTERN POINT ROAD FOR 1.1 KM (0.70 MI)
 LX7657'TO THE PFIZER PLANT ON THE LEFT.  CONTINUE SOUTH ALONG EASTERN POINT
 LX7657'ROAD WHICH IS NOW ALSO STATE ROUTE 349 FOR 1.6 KM (1.00 MI) TO THE
 LX7657'END OF STATE ROUTE 349 AND THE ENTRANCE TO THE UNIVERSITY OF
 LX7657'CONNECTICUT AND U.S. COAST GUARD RESEARCH CENTER ON THE RIGHT.  GO
 LX7657'RIGHT THROUGH ENTRANCE SOUTHERLY ALONG THE MAIN TRAVELED ASPHALT ROAD
 LX7657'FOR 0.24 KM (0.15 MI) TO NORTH ROAD ON THE LEFT.  CONTINUE SOUTHERLY
 LX7657'ALONG MAIN TRAVELED ASPHALT ROAD FOR 0.2 KM (0.10 MI) TO JUNCTION OF
 LX7657'WEST CR. (WEST CIRCLE). BEAR RIGHT, SOUTHWESTERLY ALONG ONE-WAY WEST
 LX7657'CR. FOR 0.2 KM (0.10 MI) TO THE SOUTHERN MOST POINT, HIGHEST GROUND,
 LX7657'AND TRIANGULATIIN STATION PLANT ON THE RIGHT.  CONTINUE AROUND THE
 LX7657'ONE-WAY ASPHALT ROAD FOR ABOUT 0.05 MI (0.08 KM) TO THE NORTH CORNER
 LX7657'OF THE LIBRARY BUILDING AND A ROAD TO THE RIGHT.  TURN RIGHT AND GO
 LX7657'SOUTHEASTERLY ALONG ASPHALT ROAD FOR 0.1 MI (0.2 KM) TO SITE OF A
 LX7657'LARGE FLAGPOLE, A CASTLE SHAPED BUILDING ON THE RIGHT, U.S.C.G. THREE
 LX7657'STORY BUILDING 23 ON THE LEFT AND THE STATION ON THE ROOF OF THIS
 LX7657'BUILDING.
 LX7657'STATION IS SET IN THE TOP OF A 18-INCH SQUARE CONCRETE MONUMENT WHICH
 LX7657'IS BOLTED TO THE CONCRETE ROOF OF THE BUILDING AND PROJECTS ABOUT
 LX7657'4-INCHES ABOVE THE ROOF LEVEL. LOCATED ABOUT 12 FT (3.7 M) SOUTH OF
 LX7657'THE NORTH ROOF RAILING, 33 FT (10.1 M) NORTH OF THE SOUTH ROOF
 LX7657'RAILING AND 60 FT (18.3 M) EAST OF THE WEST ROOF RAILING.  A 4-INCH
 LX7657'ANGLE IRON TRIVET IS ATTACHED TO TOP OF MONUMENT FOR PLACEMENT OF
 LX7657'TRIPOD FEET.
 LX7657'NOTE-A PACK STATION.  MUST NOTIFY JAY SPALDING OF WORK SCHEDULE.  HE
 LX7657'WILL SHOW OPERATOR WHERE TO SET UP RECEIVER TO ATTACH TO EXISTING
 LX7657'ANTENNA CABLE TO ROOF.  CONTACT ROY ANDERSON (SPACE GEODECY NGS) FOR
 LX7657'SPECIFICS.  SIMULTANEOUS TRACKING WITH TRIANGULATION STATION PLANT
 LX7657'MAY BE REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3905 ***********************************************************************
 LX3905  DESIGNATION -  STACK B
 LX3905  PID         -  LX3905
 LX3905  STATE/COUNTY-  CT/FAIRFIELD
 LX3905  USGS QUAD   -  STAMFORD (1984)
 LX3905
 LX3905                         *CURRENT SURVEY CONTROL
 LX3905  ___________________________________________________________________
 LX3905* NAD 83(1996)-  41 02 15.86233(N)    073 33 10.79155(W)     ADJUSTED  
 LX3905* NAVD 88     -                                                        
 LX3905  ___________________________________________________________________
 LX3905  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LX3905  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX3905
 LX3905  HORZ ORDER  -  THIRD
 LX3905
 LX3905.The horizontal coordinates were established by classical geodetic methods
 LX3905.and adjusted by the National Geodetic Survey in August 1998..
 LX3905
 LX3905
 LX3905.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3905
 LX3905.The geoid height was determined by GEOID03.
 LX3905
 LX3905;                    North         East     Units Scale Factor Converg.
 LX3905;SPC CT       -   175,414.751   237,278.401   MT  1.00002036   -0 31 56.8
 LX3905;SPC CT       -   575,506.56    778,470.89   sFT  1.00002036   -0 31 56.8
 LX3905;SPC NY L     -    96,826.592   337,587.012   MT  1.00000025   +0 17 32.6
 LX3905;SPC NY L     -   317,671.91  1,107,566.72   sFT  1.00000025   +0 17 32.6
 LX3905;UTM  18      - 4,543,955.008   621,627.482   MT  0.99978207   +0 57 00.6
 LX3905
 LX3905                          SUPERSEDED SURVEY CONTROL
 LX3905
 LX3905  NAD 83(1992)-  41 02 15.86140(N)    073 33 10.79160(W) AD(       ) 4
 LX3905  NAD 83(1986)-  41 02 15.86071(N)    073 33 10.79228(W) AD(       ) 4
 LX3905  NAD 27      -  41 02 15.48800(N)    073 33 12.34700(W) AD(       ) 3
 LX3905
 LX3905.Superseded values are not recommended for survey control.
 LX3905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3905.See file dsdata.txt to determine how the superseded data were derived.
 LX3905
 LX3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2162743955(NAD 83)
 LX3905
 LX3905  HISTORY     - Date     Condition        Report By
 LX3905  HISTORY     - 1930     MONUMENTED       CGS
 LX3905  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3905  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3905
 LX3905                          STATION DESCRIPTION
 LX3905
 LX3905'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (BHR)
 LX3905'A TALL LIGHT COLORED BRICK STACK LOCATED W OF THE W BRANCH OF
 LX3905'STAMFORD HARBOR.
 LX3905
 LX3905                          STATION RECOVERY (1931)
 LX3905
 LX3905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3905'THE LIGHT COLORED BRICK STACK OF THE STAMFORD ROLLING MILLS, 125
 LX3905'FEET HIGH, LOCATED ON FAIRFIELD AVENUE, STAMFORD, CONNECTICUT
 LX3905'E OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD.  THE
 LX3905'STAMFORD ROLLING MILLS ARE TRYING TO SELL THIS PROPERTY AT
 LX3905'PRESENT, AND THE PLANT IS NOT BEING USED.
 LX3905
 LX3905                          STATION RECOVERY (1959)
 LX3905
 LX3905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3905'BRICK STACK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4957 ***********************************************************************
 LX4957  DESIGNATION -  STAFFORD
 LX4957  PID         -  LX4957
 LX4957  STATE/COUNTY-  CT/TOLLAND
 LX4957  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX4957
 LX4957                         *CURRENT SURVEY CONTROL
 LX4957  ___________________________________________________________________
 LX4957* NAD 83(1996)-  41 56 56.15787(N)    072 16 15.80949(W)     ADJUSTED  
 LX4957* NAVD 88     -       281.7    (meters)     924.     (feet)  VERTCON   
 LX4957  ___________________________________________________________________
 LX4957  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 LX4957  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX4957
 LX4957  HORZ ORDER  -  FIRST
 LX4957
 LX4957.The horizontal coordinates were established by classical geodetic methods
 LX4957.and adjusted by the National Geodetic Survey in August 1998..
 LX4957
 LX4957.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4957
 LX4957.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4957
 LX4957.The geoid height was determined by GEOID03.
 LX4957
 LX4957;                    North         East     Units Scale Factor Converg.
 LX4957;SPC CT       -   276,410.720   344,513.183   MT  1.00000937   +0 19 03.2
 LX4957;SPC CT       -   906,857.50  1,130,290.33   sFT  1.00000937   +0 19 03.2
 LX4957;UTM  18      - 4,647,708.596   726,194.320   MT  1.00022962   +1 49 29.9
 LX4957
 LX4957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4957!SPC CT       -   0.99996037  x   1.00000937  =   0.99996974
 LX4957!UTM  18      -   0.99996037  x   1.00022962  =   1.00018998
 LX4957
 LX4957|---------------------------------------------------------------------|
 LX4957| PID    Reference Object                     Distance      Geod. Az  |
 LX4957|                                                           dddmmss.s |
 LX4957| CZ7965 STAFFORD RM 2                        16.407 METERS 00031     |
 LX4957| LX4960 1931 RM 1                           340.781 METERS 01710     |
 LX4957| LX2087 1931                                326.340 METERS 02011     |
 LX4957| LX4701 UNION FIRE TOWER                    APPROX. 6.7 KM 0644605.8 |
 LX4957| CZ7964 STAFFORD RM 1                        15.363 METERS 22025     |
 LX4957|---------------------------------------------------------------------|
 LX4957
 LX4957                          SUPERSEDED SURVEY CONTROL
 LX4957
 LX4957  NAD 83(1996)-  41 56 56.15765(N)    072 16 15.80948(W) AD(       ) 1
 LX4957  NAD 83(1992)-  41 56 56.15800(N)    072 16 15.80966(W) AD(       ) 1
 LX4957  NAD 83(1992)-  41 56 56.15826(N)    072 16 15.80986(W) AD(       ) 1
 LX4957  NAD 83(1986)-  41 56 56.15936(N)    072 16 15.80965(W) AD(       ) 1
 LX4957  NAD 27      -  41 56 55.81000(N)    072 16 17.53199(W) AD(       ) 1
 LX4957  NGVD 29 (07/19/86)  281.9    (m)          925.     (f) VERT ANG       
 LX4957
 LX4957.Superseded values are not recommended for survey control.
 LX4957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4957.See file dsdata.txt to determine how the superseded data were derived.
 LX4957
 LX4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2619447709(NAD 83)
 LX4957_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4957_SETTING: 66 = SET IN ROCK OUTCROP
 LX4957_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4957_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX4957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4957+STABILITY: POSITION/ELEVATION WELL
 LX4957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4957+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 LX4957
 LX4957  HISTORY     - Date     Condition        Report By
 LX4957  HISTORY     - 1936     MONUMENTED       CTGS
 LX4957  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4957  HISTORY     - 1979     GOOD             NGS
 LX4957  HISTORY     - 20031014 GOOD             INDIV
 LX4957
 LX4957                          STATION DESCRIPTION
 LX4957
 LX4957'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4957'ON A HILL KNOWN AS ROCKWILL HILL, A BARE TOP ROCKY POINT, BY
 LX4957'AIRLINE ABOUT 1.7 MILES SOUTHEAST OF THE CENTER OF STAFFORD
 LX4957'SPRINGS, ON THE PROPERTY OF MRS. B. R. ARNOLD, 9 PACES NORTH OF
 LX4957'THE HIGHEST ROCK OUTCROP.  STATION IS STAMPED STAFFORD-1936, AND
 LX4957'IS PRACTICALLY FLUSH WITH THE GROUND.
 LX4957'
 LX4957'TO REACH FROM THE STAFFORD SPRINGS POST OFFICE, GO NORTHEAST
 LX4957'(TOWARDS WORCESTER) ON STATE HIGHWAY 15 FOR 1.9 MILES TO NARROW
 LX4957'DIRT T-ROAD ON RIGHT, JUST BEYOND ROCK CUT AT CREST OF THE
 LX4957'GRADE.  TURN RIGHT AND GO 0.1 MILE TO BARWAY IN STONE WALL ON
 LX4957'RIGHT.  TURN RIGHT THRU BARWAY AND FOLLOW FIELD 0.1 MILE TO
 LX4957'TOP OF HILL AND THE STATION.
 LX4957'
 LX4957'SURFACE MARK IS STANDARD BRONZE DISK WEDGED IN DRILL HOLE IN
 LX4957'OUTCROPPING ROCK, NOTE 2.  REFERENCE MARKS ARE STANDARD BRONZE
 LX4957'DISKS IN OUTCROPPING BEDROCK, NOTE 12A.
 LX4957'
 LX4957'REFERENCE MARK NO. 1 IS 49.41 FEET SOUTHWEST OF THE STATION,
 LX4957'AND IS STAMPED STAFFORD-1936.  REFERENCE MARK NO. 2 IS 53.84 FEET
 LX4957'NORTH OF THE STATION, AND IS STAMPED STAFFORD-1936.
 LX4957'
 LX4957'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 LX4957
 LX4957                          STATION RECOVERY (1977)
 LX4957
 LX4957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4957'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX4957'GOOD CONDITION.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2
 LX4957'CHECKED WITH PREVIOUS OBSERVATIONS.  THE DISTANCE TO REFERENCE
 LX4957'MARK 1 WAS FOUND TO BE SHORTER BY 0.03 FOOT OR 0.009 METER.
 LX4957'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY
 LX4957'0.02 FOOT OR 0.006 METER.
 LX4957'
 LX4957'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX4957'
 LX4957'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF
 LX4957'STAFFORD, 1-1/4 MILES EAST OF STAFFORD SPRINGS AND ON THE
 LX4957'PROPERTY OF MR. ELLSWORTH RYDER, ROUTE 190, STAFFORD SPRINGS,
 LX4957'CONNECTICUT 06076.
 LX4957'
 LX4957'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD SPRINGS,
 LX4957'GO EAST-NORTHEAST ON STATE HIGHWAY 190 FOR 1.85 MILES TO THE
 LX4957'AZIMUTH MARK (1931 CTGS) ON THE RIGHT AS DESCRIBED.  CONTINUE
 LX4957'EASTERLY ON HIGHWAY 190 FOR 0.05 MILE TO A SIDE ROAD RIGHT
 LX4957'AND MR RYDERS RESIDENCE ON THE RIGHT.
 LX4957'TURN RIGHT AND GO SOUTH ON ROCKWELL ROAD FOR 0.1 MILE TO
 LX4957'A METAL GATE ON THE RIGHT. TURN RIGHT, PASS THROUGH THE
 LX4957'GATE AND GO SOUTHERLY ACROSS THE OPEN PASTURE FOR 0.15 MILE
 LX4957'TO A FENCE CORNER ON THE RIGHT.  TURN RIGHT AND GO
 LX4957'WEST-SOUTHWEST
 LX4957'FOR 0.15 MILE TO A GATE IN THE FENCE.  PASS THROUGH
 LX4957'THE GATE AND TURN RIGHT, KEEPING CLOSE TO THE FENCE
 LX4957'AND GO NORTH ALONG THE WEST
 LX4957'SIDE OF THE FENCE FOR 0.05 MILE TO THE STATION ON THE
 LX4957'RIGHT AS DESCRIBED.
 LX4957'
 LX4957'STATION MARK, STAMPED---STAFFORD 1936---, A STANDARD DISK
 LX4957'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH GROUND.
 LX4957'IT IS 78.5 FEET SOUTH OF THE CENTER OF A WIRE GATE, 59.5 FEET
 LX4957'SOUTHEAST OF A WIRE FENCE, 35.5 FEET NORTHWEST OF AN 18-INCH
 LX4957'PINE TREE AND 33.5 FEET EAST OF A TWIN TRUNK PINE TREE.
 LX4957'
 LX4957'REFERENCE MARK 1, STAMPED---STAFFORD 1936 NO 1---, A
 LX4957'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 LX4957'ABOUT 1 FOOT.  IT IS 26.5 FEET EAST-SOUTHEAST OF THE WIRE FENCE
 LX4957'AND 6 FEET EAST OF A 3-INCH CEDAR TREE.
 LX4957'
 LX4957'REFERENCE MARK 2, STAMPED---STAFFORD 1936 NO 2---, A
 LX4957'STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK
 LX4957'THAT IS FLUSH WITH THE SURFACE OF THE
 LX4957'GROUND.  IT IS 20.5 FEET SOUTH OF THE TWIN TRUNK PINE TREE
 LX4957'AND 13.5 FEET EAST OF AN 8-INCH PINE TREE.
 LX4957'
 LX4957'1931 CTGS, STAMPED---1931---, A STANDARD U.S. COAST AND
 LX4957'GEODETIC SURVEY AND STATE BENCH MARK DISK CEMENTED IN A 6
 LX4957'BY 6-INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 LX4957'IT IS 34.5 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 190, 33.5
 LX4957'FEET EAST OF POWER POLE NO 1457 AND 18.5 FEET NORTHWEST OF THE
 LX4957'NORTHWEST CORNER OF A HOUSE.
 LX4957'
 LX4957'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES AND BRUSH.
 LX4957'
 LX4957'HEIGHT OF LIGHT SHOWN WAS 27.0 METERS.
 LX4957'
 LX4957'DESCRIBED BY L.K. ZURFLUH.
 LX4957
 LX4957                          STATION RECOVERY (1979)
 LX4957
 LX4957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX4957'THE STATION MARK, REFERENCE MARK 1 AND 2 AND 1931 CTGS BENCH
 LX4957'MARK WHICH WAS DESCRIBED AS THE AZIMUTH MARK IN THE 1977
 LX4957'DESCRIPTION WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE
 LX4957'AND DIRECTION TO REFERENCE MARKS 1 AND 2 CHECKED THE 1977
 LX4957'DATA.  THE DIRECTION TO 1931 CTGS WAS LESS BY 7.47 SECONDS.
 LX4957'A NEW DESCRIPTION FOLLOWS.
 LX4957'
 LX4957'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHEAST OF
 LX4957'STAFFORD, 1-1/2 MILES EAST-SOUTHEAST OF STAFFORD SPRINGS AND
 LX4957'ON THE PROPERTY OF MR. JOE PARIDISO AND HERBERT HARRISON.
 LX4957'
 LX4957'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD
 LX4957'SPRINGS, GO EAST-NORTHEAST ON STATE HIGHWAY 190 FOR 1.85
 LX4957'MILES TO 1931 CTGS MARK ON THE RIGHT.  CONTINUE EASTERLY
 LX4957'ON HIGHWAY 190 FOR 0.05 MILE TO A SIDE ROAD RIGHT.  TURN
 LX4957'RIGHT AND GO SOUTH ON ROCKWELL ROAD FOR 0.1 MILE TO A METAL GATE
 LX4957'ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE FOR
 LX4957'ABOUT
 LX4957'40 FEET THEN RIGHT GOING NORTHWESTERLY ON A TRACK ROAD FOR
 LX4957'O.1 MILE TO THE TOP OF A SMALL RISE AND BREAK IN FENCE LINE.
 LX4957'PASS THROUGH BREAK IN FENCE THEN TURN LEFT GOING SOUTHERLY
 LX4957'AND WESTERLY ALONG EDGE OF FENCE LINE FOR 0.1 MILE TO TOP OF
 LX4957'HILL AT SOME SMALL PINE TREES AND THE STATION AS DESCRIBED.
 LX4957'
 LX4957'THE STATION IS A STANDARD NGS DISK
 LX4957'STAMPED---STAFFORD 1936---,
 LX4957'CEMENTED IN A DRILL HOLE IN BEDROCK WITH A PARTIALLY EXPOSED
 LX4957'SURFACE OF 1.2 METERS, LARGEST DIMENSION, AND FLUSH WITH THE
 LX4957'GROUND.
 LX4957'IT IS LOCATED
 LX4957'78.5 FEET SOUTH FROM THE CENTER OF A WIRE GATE,
 LX4957'59.5 FEET SOUTHEAST FROM A WIRE FENCE,
 LX4957'35.5 FEET NORTH-NORTHWEST FROM AN 18-INCH PINE TREE,
 LX4957'33.5 FEET EAST FROM A TWIN TRUNK PINE TREE AND
 LX4957'4.2 FEET EAST-NORTHEAST FROM A METAL WITNESS POST.
 LX4957'
 LX4957'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX4957'STAMPED---STAFFORD 1936 NO 1---,
 LX4957'CEMENTED IN A DRILL HOLE IN BEDROCK WITH A PARTIALLY EXPOSED
 LX4957'SURFACE OF 1.7 METERS LARGEST DIMENSION, FLUSH WITH THE
 LX4957'GROUND.
 LX4957'IT IS LOCATED
 LX4957'20.5 FEET SOUTH-SOUTHWEST FROM THE TWIN TRUNK PINE TREE AND
 LX4957'13.5 FEET EAST FROM AN 8-INCH PINE TREE.
 LX4957'MARK IS BELOW STATION 2.0 METERS.
 LX4957'
 LX4957'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX4957'STAMPED---STAFFORD 1936 NO 2---,
 LX4957'CEMENTED IN A DRILL HOLE IN BEDROCK WITH A PARTIALLY EXPOSED
 LX4957'SURFACE OF 1.3 METERS LARGEST DIMENSION AND FLUSH WITH THE
 LX4957'GROUND ON THE SOUTH SIDE, PROJECTING ABOUT 1 FOOT ON THE
 LX4957'NORTH SIDE.
 LX4957'IT IS LOCATED
 LX4957'26.5 FEET SOUTH-SOUTHEAST FROM THE WIRE FENCE,
 LX4957'6.0 FEET EAST FROM A 3-INCH CEDAR TREE AND
 LX4957'8.8 FEET SOUTHEAST FROM A METAL WITNESS POST.
 LX4957'MARK IS BELOW STATION 0.5 METERS.
 LX4957'
 LX4957'BENCH MARK 1931 IS A STANDARD USCGS AND CTGS DISK
 LX4957'STAMPED---1931---,
 LX4957'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX4957'FLUSH WITH GROUND.  IT IS LOCATED
 LX4957'34.5 FEET SOUTH FROM THE CENTER OF STATE HIGHWAY 190,
 LX4957'33.5 FEET EAST FROM A POWER POLE NUMBER 1457 AND
 LX4957'18.5 FEET NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE.
 LX4957'
 LX4957'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES
 LX4957'ON LINE.
 LX4957'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27.1 METERS.
 LX4957'
 LX4957'DESCRIBED BY L. D. ACRES, CHECKED BY JOHN HAMILTON.
 LX4957
 LX4957                          STATION RECOVERY (2003)
 LX4957
 LX4957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX4957'FOUND STATION AND RM'S 1 AND 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4713 ***********************************************************************
 LX4713  DESIGNATION -  STAFFORD SPRINGS MICROWAVE
 LX4713  PID         -  LX4713
 LX4713  STATE/COUNTY-  CT/TOLLAND
 LX4713  USGS QUAD   -  WESTFORD (1983)
 LX4713
 LX4713                         *CURRENT SURVEY CONTROL
 LX4713  ___________________________________________________________________
 LX4713* NAD 83(1996)-  41 58 26.06133(N)    072 11 53.09406(W)     ADJUSTED  
 LX4713* NAVD 88     -                                                        
 LX4713  ___________________________________________________________________
 LX4713  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LX4713  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX4713
 LX4713  HORZ ORDER  -  THIRD
 LX4713
 LX4713.The horizontal coordinates were established by classical geodetic methods
 LX4713.and adjusted by the National Geodetic Survey in August 1998..
 LX4713
 LX4713
 LX4713.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4713
 LX4713.The geoid height was determined by GEOID03.
 LX4713
 LX4713;                    North         East     Units Scale Factor Converg.
 LX4713;SPC CT       -   279,220.622   350,546.406   MT  1.00001262   +0 21 57.4
 LX4713;SPC CT       -   916,076.32  1,150,084.33   sFT  1.00001262   +0 21 57.4
 LX4713;UTM  18      - 4,650,677.007   732,152.904   MT  1.00026323   +1 52 29.0
 LX4713
 LX4713                          SUPERSEDED SURVEY CONTROL
 LX4713
 LX4713  NAD 83(1996)-  41 58 26.06113(N)    072 11 53.09408(W) AD(       ) 4
 LX4713  NAD 83(1992)-  41 58 26.06132(N)    072 11 53.09404(W) AD(       ) 4
 LX4713  NAD 83(1992)-  41 58 26.06157(N)    072 11 53.09428(W) AD(       ) 4
 LX4713  NAD 83(1986)-  41 58 26.06275(N)    072 11 53.09386(W) AD(       ) 4
 LX4713  NAD 27      -  41 58 25.71139(N)    072 11 54.81491(W) AD(       ) 3
 LX4713
 LX4713.Superseded values are not recommended for survey control.
 LX4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4713.See file dsdata.txt to determine how the superseded data were derived.
 LX4713
 LX4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3215350677(NAD 83)
 LX4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4713+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 LX4713
 LX4713  HISTORY     - Date     Condition        Report By
 LX4713  HISTORY     - 1977     MONUMENTED       NGS
 LX4713  HISTORY     - 20030520 GOOD             INDIV
 LX4713
 LX4713                          STATION DESCRIPTION
 LX4713
 LX4713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (HDM)
 LX4713'THE STATION IS THE CENTER OF THE STAFFORD SPRINGS AT AND T
 LX4713'MICROWAVE BUILDING, LOCATED ABOUT 5-1/2 MILES EAST OF STAFFORD
 LX4713'SPRINGS, 4-3/4 MILES SOUTHEAST OF STAFFORD AND ON PROPERTY OF
 LX4713'THE AMERICAN TELEPHONE AND TELEGRAPH COMPANY.
 LX4713'
 LX4713'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89
 LX4713'AND 190 ABOUT 5 MILES EAST OF STAFFORD SPRINGS, GO NORTHEAST ON
 LX4713'HIGHWAY 190 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 LX4713'GO IN A NORTHERLY DIRECTION ON A PAVED ROAD FOR 0.45 MILE TO
 LX4713'THE STATION.
 LX4713'
 LX4713'DESCRIBED BY D.J. NOVAK.
 LX4713
 LX4713                          STATION RECOVERY (2003)
 LX4713
 LX4713'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX4713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4961 ***********************************************************************
 LX4961  DESIGNATION -  STAFFORD ST POL MAST
 LX4961  PID         -  LX4961
 LX4961  STATE/COUNTY-  CT/TOLLAND
 LX4961  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX4961
 LX4961                         *CURRENT SURVEY CONTROL
 LX4961  ___________________________________________________________________
 LX4961* NAD 83(1996)-  41 56 44.09608(N)    072 17 12.13011(W)     ADJUSTED  
 LX4961* NAVD 88     -                                                        
 LX4961  ___________________________________________________________________
 LX4961  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 LX4961  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX4961
 LX4961  HORZ ORDER  -  THIRD
 LX4961
 LX4961.The horizontal coordinates were established by classical geodetic methods
 LX4961.and adjusted by the National Geodetic Survey in August 1998..
 LX4961
 LX4961
 LX4961.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4961
 LX4961.The geoid height was determined by GEOID03.
 LX4961
 LX4961;                    North         East     Units Scale Factor Converg.
 LX4961;SPC CT       -   276,031.502   343,217.981   MT  1.00000895   +0 18 25.9
 LX4961;SPC CT       -   905,613.35  1,126,040.99   sFT  1.00000895   +0 18 25.9
 LX4961;UTM  18      - 4,647,295.350   724,909.263   MT  1.00022248   +1 48 51.8
 LX4961
 LX4961                          SUPERSEDED SURVEY CONTROL
 LX4961
 LX4961  NAD 83(1996)-  41 56 44.09585(N)    072 17 12.13026(W) AD(       ) 4
 LX4961  NAD 83(1992)-  41 56 44.09609(N)    072 17 12.13079(W) AD(       ) 4
 LX4961  NAD 83(1992)-  41 56 44.09642(N)    072 17 12.13073(W) AD(       ) 4
 LX4961  NAD 83(1986)-  41 56 44.09727(N)    072 17 12.13038(W) AD(       ) 4
 LX4961  NAD 27      -  41 56 43.74722(N)    072 17 13.85090(W) AD(       ) 3
 LX4961
 LX4961.Superseded values are not recommended for survey control.
 LX4961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4961.See file dsdata.txt to determine how the superseded data were derived.
 LX4961
 LX4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2490947295(NAD 83)
 LX4961
 LX4961  HISTORY     - Date     Condition        Report By
 LX4961  HISTORY     - 1977     MONUMENTED       NGS
 LX4961
 LX4961                          STATION DESCRIPTION
 LX4961
 LX4961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (HDM)
 LX4961'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE STAFFORD
 LX4961'STATE POLICE KCA 784 MAST.  THE MAST IS A STEEL STRUCTURE WITH
 LX4961'THREE SIDES, SUPPORTED BY GUY WIRES, RED AND WHITE IN COLOR
 LX4961'AND 190 FEET IN HEIGHT.  IT IS OWNED BY THE CONNECTICUT STATE
 LX4961'POLICE.
 LX4961'
 LX4961'TO REACH THE STATION FROM THE POST OFFICE IN STAFFORD SPRINGS,
 LX4961'GO EAST ON STATE HIGHWAY 190 FOR 1.0 MILE TO A CROSS ROAD.
 LX4961'TURN RIGHT AND GO IN A SOUTHERLY DIRECTION ON VILLAGE HILL ROAD
 LX4961'FOR 0.8 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION.
 LX4961'
 LX4961'DESCRIBED BY D.J. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7477 ***********************************************************************
 LX7477  DESIGNATION -  STAMFORD ATT MICROWAVE
 LX7477  PID         -  LX7477
 LX7477  STATE/COUNTY-  CT/FAIRFIELD
 LX7477  USGS QUAD   -  STAMFORD (1984)
 LX7477
 LX7477                         *CURRENT SURVEY CONTROL
 LX7477  ___________________________________________________________________
 LX7477* NAD 83(1996)-  41 03 10.20284(N)    073 33 46.94483(W)     ADJUSTED  
 LX7477* NAVD 88     -                                                        
 LX7477  ___________________________________________________________________
 LX7477  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 LX7477  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX7477
 LX7477  HORZ ORDER  -  THIRD
 LX7477
 LX7477.The horizontal coordinates were established by classical geodetic methods
 LX7477.and adjusted by the National Geodetic Survey in August 1998..
 LX7477
 LX7477
 LX7477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7477
 LX7477.The geoid height was determined by GEOID03.
 LX7477
 LX7477;                    North         East     Units Scale Factor Converg.
 LX7477;SPC CT       -   177,098.931   236,449.742   MT  1.00001813   -0 32 20.7
 LX7477;SPC CT       -   581,032.08    775,752.20   sFT  1.00001813   -0 32 20.7
 LX7477;UTM  18      - 4,545,616.785   620,755.728   MT  0.99977947   +0 56 37.8
 LX7477
 LX7477                          SUPERSEDED SURVEY CONTROL
 LX7477
 LX7477  NAD 83(1992)-  41 03 10.20184(N)    073 33 46.94463(W) AD(       ) 4
 LX7477  NAD 83(1986)-  41 03 10.20339(N)    073 33 46.94392(W) AD(       ) 4
 LX7477  NAD 83(1986)-  41 03 10.20186(N)    073 33 46.94267(W) AD(       ) 4
 LX7477
 LX7477.Superseded values are not recommended for survey control.
 LX7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7477.See file dsdata.txt to determine how the superseded data were derived.
 LX7477
 LX7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2075645617(NAD 83)
 LX7477_MARKER: 45 = MICROWAVE TOWER
 LX7477
 LX7477  HISTORY     - Date     Condition        Report By
 LX7477  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7477
 LX7477                          STATION DESCRIPTION
 LX7477
 LX7477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7477'THE STATION, STAMFORD AMERICAN TELEPHONE AND TELEGRAPH
 LX7477'MICROWAVE TOWER IS THE LIGHT AT THE APEX OF THE POLE,
 LX7477'NOT CENTERED, ATOP THE FOUR-LEGGED, STEEL, RED/WHITE
 LX7477'TOWER, ABOUT 120 METERS (394 FT) HIGH.  THERE ARE FOUR
 LX7477'RECTANGULAR ANTENNA FANS ON THE TOWER.
 LX7477'
 LX7477'THE STATION IS LOCATED 2 KM (1.25 MI) WEST OF CITY HALL, 0.3 KM
 LX7477'(0.2 MI) EAST OF HAVEMAYER LANE, 0.5 KM (0.4 MI) NORTH OF
 LX7477'U.S. HIGHWAY 1, AND 0.25 KM (0.15 MI) SOUTHWEST OF
 LX7477'WESTOVER SCHOOL.
 LX7477'
 LX7477'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7478 ***********************************************************************
 LX7478  DESIGNATION -  STAMFORD BLACHLEY RD STOR TANK
 LX7478  PID         -  LX7478
 LX7478  STATE/COUNTY-  CT/FAIRFIELD
 LX7478  USGS QUAD   -  STAMFORD (1984)
 LX7478
 LX7478                         *CURRENT SURVEY CONTROL
 LX7478  ___________________________________________________________________
 LX7478* NAD 83(1996)-  41 03 16.60972(N)    073 30 55.80824(W)     ADJUSTED  
 LX7478* NAVD 88     -                                                        
 LX7478  ___________________________________________________________________
 LX7478  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 LX7478  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX7478
 LX7478  HORZ ORDER  -  THIRD
 LX7478
 LX7478.The horizontal coordinates were established by classical geodetic methods
 LX7478.and adjusted by the National Geodetic Survey in August 1998..
 LX7478
 LX7478
 LX7478.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7478
 LX7478.The geoid height was determined by GEOID03.
 LX7478
 LX7478;                    North         East     Units Scale Factor Converg.
 LX7478;SPC CT       -   177,260.067   240,447.816   MT  1.00001787   -0 30 27.3
 LX7478;SPC CT       -   581,560.74    788,869.21   sFT  1.00001787   -0 30 27.3
 LX7478;UTM  18      - 4,545,881.264   624,747.365   MT  0.99979153   +0 58 30.4
 LX7478
 LX7478                          SUPERSEDED SURVEY CONTROL
 LX7478
 LX7478  NAD 83(1992)-  41 03 16.60834(N)    073 30 55.80738(W) AD(       ) 4
 LX7478  NAD 83(1986)-  41 03 16.61142(N)    073 30 55.80842(W) AD(       ) 4
 LX7478  NAD 83(1986)-  41 03 16.61048(N)    073 30 55.80801(W) AD(       ) 4
 LX7478
 LX7478.Superseded values are not recommended for survey control.
 LX7478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7478.See file dsdata.txt to determine how the superseded data were derived.
 LX7478
 LX7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2474745881(NAD 83)
 LX7478_MARKER: 51 = TANK
 LX7478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX7478+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 LX7478
 LX7478  HISTORY     - Date     Condition        Report By
 LX7478  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7478  HISTORY     - 20050322 GOOD             GEOCAC
 LX7478
 LX7478                          STATION DESCRIPTION
 LX7478
 LX7478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7478'THE STATION, THE STAMFORD BLACHLEY ROAD MUNICIPAL WATER STORAGE
 LX7478'TANK, IS THE VENT TOP CENTER OF THE GROUND TANK, WITH ITS
 LX7478'SUPPORTING RIBS VERTICALLY LOCATED ON THE OUTSIDE, PAINTED PALE
 LX7478'GREEN, ABOUT 26 METERS (85 FT) HIGH.
 LX7478'
 LX7478'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF DOWNTOWN
 LX7478'STAMFORD, 0.4 KM (0.25 MI) SOUTHWEST OF INTERCHANGE 9 OF INTERSTATE
 LX7478'95, ONE HALF BLOCK NORTH OF THE ENTRANCE TO THE CLAIROL
 LX7478'INDUSTRIES PLANT COMPLEX, 40 METERS (131 FT) WEST OF THE
 LX7478'CENTER OF BLACHLEY ROAD, IN A RESIDENTIAL AREA.
 LX7478'
 LX7478'DESCRIBED BY G.R. HEID.
 LX7478
 LX7478                          STATION RECOVERY (2005)
 LX7478
 LX7478'RECOVERY NOTE BY GEOCACHING 2005 (SH)
 LX7478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7479 ***********************************************************************
 LX7479  DESIGNATION -  STAMFORD CONDEC TANK
 LX7479  PID         -  LX7479
 LX7479  STATE/COUNTY-  CT/FAIRFIELD
 LX7479  USGS QUAD   -  STAMFORD (1984)
 LX7479
 LX7479                         *CURRENT SURVEY CONTROL
 LX7479  ___________________________________________________________________
 LX7479* NAD 83(1996)-  41 02 44.89411(N)    073 34 02.09449(W)     ADJUSTED  
 LX7479* NAVD 88     -                                                        
 LX7479  ___________________________________________________________________
 LX7479  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 LX7479  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX7479
 LX7479  HORZ ORDER  -  THIRD
 LX7479
 LX7479.The horizontal coordinates were established by classical geodetic methods
 LX7479.and adjusted by the National Geodetic Survey in August 1998..
 LX7479
 LX7479
 LX7479.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7479
 LX7479.The geoid height was determined by GEOID03.
 LX7479
 LX7479;                    North         East     Units Scale Factor Converg.
 LX7479;SPC CT       -   176,321.551   236,088.589   MT  1.00001916   -0 32 30.8
 LX7479;SPC CT       -   578,481.62    774,567.31   sFT  1.00001916   -0 32 30.8
 LX7479;UTM  18      - 4,544,830.508   620,414.895   MT  0.99977846   +0 56 27.4
 LX7479
 LX7479                          SUPERSEDED SURVEY CONTROL
 LX7479
 LX7479  NAD 83(1992)-  41 02 44.89293(N)    073 34 02.09427(W) AD(       ) 4
 LX7479  NAD 83(1986)-  41 02 44.89479(N)    073 34 02.09358(W) AD(       ) 4
 LX7479  NAD 83(1986)-  41 02 44.89351(N)    073 34 02.09173(W) AD(       ) 4
 LX7479
 LX7479.Superseded values are not recommended for survey control.
 LX7479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7479.See file dsdata.txt to determine how the superseded data were derived.
 LX7479
 LX7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2041544831(NAD 83)
 LX7479_MARKER: 53 = ELEVATED TANK
 LX7479
 LX7479  HISTORY     - Date     Condition        Report By
 LX7479  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7479
 LX7479                          STATION DESCRIPTION
 LX7479
 LX7479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7479'THE STATION, THE STAMFORD CONDEC WATER TANK (CONSOLIDATED
 LX7479'DIESEL), A DIVISION OF BOWATER, INCORPORATED, IS THE VENT
 LX7479'TOP CENTER ATOP THE ELLIPSOIDAL TANK, WITH FOUR TUBULAR LEGS,
 LX7479'PAINTED SILVER, ABOUT 36 METERS (118 FT) HIGH.  THE COMPANY LOGO
 LX7479'IS ON THE SIDE OF THE BOWL.
 LX7479'
 LX7479'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) WEST-SOUTHWEST
 LX7479'OF CITY HALL, 0.8 KM (0.5 MI) WEST-NORTHWEST OF INTERCHANGE
 LX7479'6 OF INTERSTATE HIGHWAY 95, 0.1 KM (0.05 MI) SOUTH OF U.S.
 LX7479'HIGHWAY 1 AND AT THE EAST END OF THE PLANT COMPLEX.
 LX7479'
 LX7479'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7480 ***********************************************************************
 LX7480  DESIGNATION -  STAMFORD FIRST PRESB CH TWR
 LX7480  PID         -  LX7480
 LX7480  STATE/COUNTY-  CT/FAIRFIELD
 LX7480  USGS QUAD   -  STAMFORD (1984)
 LX7480
 LX7480                         *CURRENT SURVEY CONTROL
 LX7480  ___________________________________________________________________
 LX7480* NAD 83(1996)-  41 03 45.72402(N)    073 32 19.13458(W)     ADJUSTED  
 LX7480* NAVD 88     -                                                        
 LX7480  ___________________________________________________________________
 LX7480  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 LX7480  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX7480
 LX7480  HORZ ORDER  -  THIRD
 LX7480
 LX7480.The horizontal coordinates were established by classical geodetic methods
 LX7480.and adjusted by the National Geodetic Survey in August 1998..
 LX7480
 LX7480
 LX7480.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7480
 LX7480.The geoid height was determined by GEOID03.
 LX7480
 LX7480;                    North         East     Units Scale Factor Converg.
 LX7480;SPC CT       -   178,175.680   238,510.255   MT  1.00001671   -0 31 22.5
 LX7480;SPC CT       -   584,564.71    782,512.39   sFT  1.00001671   -0 31 22.5
 LX7480;UTM  18      - 4,546,746.233   622,787.208   MT  0.99978556   +0 57 36.2
 LX7480
 LX7480                          SUPERSEDED SURVEY CONTROL
 LX7480
 LX7480  NAD 83(1992)-  41 03 45.72301(N)    073 32 19.13424(W) AD(       ) 4
 LX7480  NAD 83(1986)-  41 03 45.72480(N)    073 32 19.13400(W) AD(       ) 4
 LX7480  NAD 83(1986)-  41 03 45.72258(N)    073 32 19.13197(W) AD(       ) 4
 LX7480
 LX7480.Superseded values are not recommended for survey control.
 LX7480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7480.See file dsdata.txt to determine how the superseded data were derived.
 LX7480
 LX7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2278746746(NAD 83)
 LX7480_MARKER: 89 = SPIRE
 LX7480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX7480+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2000
 LX7480
 LX7480  HISTORY     - Date     Condition        Report By
 LX7480  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7480  HISTORY     - 20000930 GOOD             LOCENG
 LX7480
 LX7480                          STATION DESCRIPTION
 LX7480
 LX7480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7480'THE STATION, STAMFORD FIRST PRESBYTERIAN CHURCH BELL TOWER
 LX7480'IS THE BASE OF THE CROSS ATOP THE TALL, THIN SPIRE THAT IS
 LX7480'SUSPENDED BETWEEN FOUR CONCRETE UNPAINTED COLUMNS
 LX7480'THAT COMPRISE THE BELL TOWER.  IT IS 84 METERS
 LX7480'(276 FT) HIGH.
 LX7480'
 LX7480'THE STATION IS LOCATED 1.25 KM (0.75 MI) NORTH OF CITY
 LX7480'HALL, 1.25 KM (0.75 MI) SOUTHEAST OF THE JUNCTION OF STATE
 LX7480'HIGHWAYS 104 AND 137, ABOUT 50 METERS (160 FT) EAST OF
 LX7480'BEDFORD STREET.
 LX7480'
 LX7480'DESCRIBED BY G. R. HEID.
 LX7480
 LX7480                          STATION RECOVERY (2000)
 LX7480
 LX7480'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DH)
 LX7480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3902 ***********************************************************************
 LX3902  DESIGNATION -  STAMFORD HARBOR LIGHTHOUSE
 LX3902  PID         -  LX3902
 LX3902  STATE/COUNTY-  CT/FAIRFIELD
 LX3902  USGS QUAD   -  STAMFORD (1984)
 LX3902
 LX3902                         *CURRENT SURVEY CONTROL
 LX3902  ___________________________________________________________________
 LX3902* NAD 83(1996)-  41 00 49.14891(N)    073 32 33.27740(W)     ADJUSTED  
 LX3902* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX3902  ___________________________________________________________________
 LX3902  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LX3902  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3902
 LX3902  HORZ ORDER  -  SECOND
 LX3902
 LX3902.The horizontal coordinates were established by classical geodetic methods
 LX3902.and adjusted by the National Geodetic Survey in August 1998..
 LX3902
 LX3902.The orthometric height was scaled from a topographic map.
 LX3902
 LX3902.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3902
 LX3902.The geoid height was determined by GEOID03.
 LX3902
 LX3902;                    North         East     Units Scale Factor Converg.
 LX3902;SPC CT       -   172,731.740   238,130.085   MT  1.00002406   -0 31 31.9
 LX3902;SPC CT       -   566,704.05    781,265.12   sFT  1.00002406   -0 31 31.9
 LX3902;UTM  18      - 4,541,295.562   622,548.067   MT  0.99978484   +0 57 23.5
 LX3902
 LX3902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3902!SPC CT       -   1.00000483  x   1.00002406  =   1.00002889
 LX3902!UTM  18      -   1.00000483  x   0.99978484  =   0.99978967
 LX3902
 LX3902:                Primary Azimuth Mark                     Grid Az
 LX3902:SPC CT       -  STAMFORD HARBOR WEST CHAN BCN            007 15 10.1
 LX3902:UTM  18      -  STAMFORD HARBOR WEST CHAN BCN            005 46 14.7
 LX3902
 LX3902|---------------------------------------------------------------------|
 LX3902| PID    Reference Object                     Distance      Geod. Az  |
 LX3902|                                                           dddmmss.s |
 LX3902| LX3903 STAMFORD HARBOR WEST CHAN BCN       APPROX. 1.8 KM 0064338.2 |
 LX3902| LX3908 STAMFORD HARBOR REAR RANGE BCN      APPROX. 2.1 KM 0112939.8 |
 LX3902| LX3909 STAMFORD HARBOR FRONT RANGE BN      APPROX. 1.9 KM 0125823.9 |
 LX3902| LX3907 ELM                                 APPROX. 4.3 KM 0204049.1 |
 LX3902| LX3904 STAMFORD HBR YACHT CLUB FLAG        APPROX. 2.1 KM 0302609.3 |
 LX3902| LX3900 LOCK                                APPROX. 1.8 KM 0662225.8 |
 LX3902| KU2684 EATON NECK WEA BUR FLAGSTAFF        APPROX.13.9 KM 1181113.7 |
 LX3902| KU2685 BARGE                               APPROX.12.4 KM 1345542.6 |
 LX3902| KU2699 LONE                                APPROX. 9.3 KM 1522333.3 |
 LX3902| KU2705 BOAT                                APPROX.10.2 KM 1571320.9 |
 LX3902| KU2880 PIN                                 APPROX.11.8 KM 1694945.5 |
 LX3902| KU2906 LUD 2                               APPROX.10.9 KM 1720411.2 |
 LX3902| KU2873 END                                 APPROX.11.2 KM 1745348.6 |
 LX3902| KU2917 WHITE                               APPROX.11.5 KM 1861444.7 |
 LX3902| KU2883 GREAT CAPTAIN IS LH 1882            APPROX. 7.6 KM 2430740.3 |
 LX3902| KU3070 LARGE GAS TANK                      APPROX.13.2 KM 2530356.0 |
 LX3902| KU3100 YELLOW CHIMNEY INCINERATOR          APPROX.10.2 KM 2561417.4 |
 LX3902| KU3098 WATER TANK WHITE                    APPROX.14.3 KM 2585209.6 |
 LX3902| KU3099 WINDMILL NEAR                       APPROX.11.1 KM 2605726.9 |
 LX3902| KU3072 BILTMORE                            APPROX.13.2 KM 2622631.8 |
 LX3902| LX3912 LAST                                APPROX. 2.2 KM 2640233.2 |
 LX3902| LX3933 WINDMILL FAR                        APPROX.13.7 KM 2681224.9 |
 LX3902| LX3921 PORT CHESTER HS CLOCK TOWER         APPROX.11.5 KM 2690028.2 |
 LX3902| LX3923 WINDMILL                            APPROX.10.4 KM 2744026.5 |
 LX3902| LX3925 GOLD BALL TOWER                     APPROX. 7.4 KM 2795022.8 |
 LX3902| LX3915 CROSS                               APPROX. 1.8 KM 2795845.8 |
 LX3902| LX3910 GREENWICH CHURCH SPIRE              APPROX. 7.2 KM 2893451.5 |
 LX3902| LX3897 BLACK STACK                         APPROX. 4.9 KM 2911823.6 |
 LX3902| LX3899 FIRE                                APPROX. 1.4 KM 3113848.1 |
 LX3902| LX3905 STACK B                             APPROX. 2.8 KM 3415147.3 |
 LX3902| LX3906 GAS                                 APPROX. 3.0 KM 3594928.1 |
 LX3902|---------------------------------------------------------------------|
 LX3902
 LX3902                          SUPERSEDED SURVEY CONTROL
 LX3902
 LX3902  NAD 83(1992)-  41 00 49.14803(N)    073 32 33.27732(W) AD(       ) 2
 LX3902  NAD 83(1986)-  41 00 49.14787(N)    073 32 33.27840(W) AD(       ) 2
 LX3902  NAD 27      -  41 00 48.79800(N)    073 32 34.84000(W) AD(       ) 2
 LX3902
 LX3902.Superseded values are not recommended for survey control.
 LX3902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3902.See file dsdata.txt to determine how the superseded data were derived.
 LX3902
 LX3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2254841296(NAD 83)
 LX3902_MARKER: 13 = LIGHTHOUSE
 LX3902_SETTING: 0 = UNSPECIFIED SETTING
 LX3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3902+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1990
 LX3902
 LX3902  HISTORY     - Date     Condition        Report By
 LX3902  HISTORY     - 1882     FIRST OBSERVED   CGS
 LX3902  HISTORY     - 1909     SEE DESCRIPTION  CGS
 LX3902  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3902  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3902  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3902  HISTORY     - 1983     GOOD             NGS
 LX3902  HISTORY     - 1984     GOOD             USPSQD
 LX3902  HISTORY     - 1987     GOOD             USPSQD
 LX3902  HISTORY     - 1988     GOOD             USPSQD
 LX3902  HISTORY     - 1990     GOOD             USPSQD
 LX3902  HISTORY     - 19900415 GOOD             NOSAMC
 LX3902
 LX3902                          STATION DESCRIPTION
 LX3902
 LX3902'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (HPR)
 LX3902'BUILT IN 1882.  WHITE CONICAL TOWER ON RED CYLINDRICAL BASE.  LIGHT
 LX3902'57 FEET ABOVE HIGH WATER.
 LX3902
 LX3902                          STATION RECOVERY (1916)
 LX3902
 LX3902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3902'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT,
 LX3902'WITH FOLLOWING ADDITIONS--
 LX3902'
 LX3902'TOP OF LANTERN ABOVE BASE 65 FEET.
 LX3902'
 LX3902'LIGHT ABOVE HIGHWATER 57 FEET.
 LX3902
 LX3902                          STATION RECOVERY (1931)
 LX3902
 LX3902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3902'WHITE CONICAL TOWER, ON RED CYLINDRICAL PIER, ON THE SW END OF
 LX3902'HARBOR LEDGE.  POINT OBSERVED ON WAS THE SPIKE ON THE BALL ON
 LX3902'TOP OF THE LIGHTHOUSE.
 LX3902
 LX3902                          STATION RECOVERY (1958)
 LX3902
 LX3902'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3902'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3902
 LX3902                          STATION RECOVERY (1983)
 LX3902
 LX3902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3902'THE STAMFORD HARBOR LIGHTHOUSE APPEARS TO BE IN GOOD
 LX3902'CONDITION.  THE STATION WAS VIEWED THROUGH BINOCULARS.  IT
 LX3902'IS LOCATED ABOUT 1.1 KM (0.7 MI) SOUTHWEST OF SHIPPEN POINT,
 LX3902'0.5 KM (0.3 MI) WEST OF THE ENTRANCE TO STAMFORD HARBOR.
 LX3902'
 LX3902'THE STATION, IS THE FINIAL ATOP THE BALL AT THE APEX OF THE
 LX3902'80 FOOT HIGH STRUCTURE SET ON A CIRCULAR CONCRETE BASE.  THE
 LX3902'TOWER TAPERS TO A PLATFORM AT THE 60 FOOT LEVEL.  THE
 LX3902'REMAINING 20 FEET IS ONLY HALF AS WIDE AS THE LOWER PART.  PIER IS
 LX3902'PAINTED RED, TOWER IS WHITE AND THE BEACON SECTION IS PAINTED
 LX3902'A DARK COLOR.  IT APPEARS THAT THE TOWER IS CONCRETE
 LX3902'OR STONE.  THE STATION IS LISTED IN THE COAST GUARD LIGHT LIST
 LX3902'AS LONG ISLAND SOUND, STAMFORD HARBOR LEDGE OBSTRUCTION LIGHT,
 LX3902'NUMBER 1187 (PAGE 180).
 LX3902'
 LX3902'DESCRIBED BY G.R. HEID.
 LX3902
 LX3902                          STATION RECOVERY (1984)
 LX3902
 LX3902'RECOVERY NOTE BY US POWER SQUADRON 1984 (WHS)
 LX3902'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3902
 LX3902                          STATION RECOVERY (1987)
 LX3902
 LX3902'RECOVERY NOTE BY US POWER SQUADRON 1987 (ARL)
 LX3902'RECOVERED IN GOOD CONDITION.
 LX3902
 LX3902                          STATION RECOVERY (1988)
 LX3902
 LX3902'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHS)
 LX3902'RECOVERED IN GOOD CONDITION.
 LX3902
 LX3902                          STATION RECOVERY (1990)
 LX3902
 LX3902'RECOVERY NOTE BY US POWER SQUADRON 1990 (DWS)
 LX3902'RECOVERED IN GOOD CONDITION.
 LX3902
 LX3902                          STATION RECOVERY (1990)
 LX3902
 LX3902'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1990 (CSM)
 LX3902'THE STATION IS LOCATED IN CONNETICUT IN LONG ISLAND SOUND ABOUT 1
 LX3902'NAUTICAL MILE OFFSHORE AND SOUTH FROM THE CITY OF STAMFORD JUST SOUTH
 LX3902'OF THE WEST BREAKWATER ACROSS STAMFORD HARBOR AT THE SOUTHWEST EDGE OF
 LX3902'HARBOR LEDGE AND IS THE SPIKE ON THE BALL ATOP THE LIGHT HOUSING OF
 LX3902'THE LIGHT HOUSING.  THE LIGHTHOUSE IS NO LONGER MAINTAINED BY THE
 LX3902'COAST GUARD AND IS LISTED AS A PRIVATELY MAINTAINED AID.  THE
 LX3902'LIGHTHOUSE IS NOW THE PRIVATE PROPERTY OF MR. ERYK SPEKTOR WHO MAY BE
 LX3902'REACHED AT THE CHATHAM ROCK CORPORATION IN MANHATTEN, N.Y.  THE
 LX3902'LIGHTHOUSE IS BEING CONVERTED INTO A PRIVATE RESIDENCE BUT NO
 LX3902'SIGNIFICANT CHANGES HAVE BEEN MADE TO THE STRUCTURE.  THE LIGHTHOUSE
 LX3902'IS A WHITE CONICAL TOWER BUILT UPON A CYLINDRICAL PIER PAINTED RED
 LX3902'WHICH IS ANCHORED TO THE SOUTHWEST SIDE OF THE LEDGE.  THIS IS LIGHT
 LX3902'NUMBER 23560 IN THE 1989 EDITION OF VOLUME 1 OF THE U.S. COAST GUARD
 LX3902'LIGHT LIST.  IT IS NAMED STAMFORD HARBOR LEDGE OBSTRUCTION LIGHT AND
 LX3902'SPORTS A FLASHING WHITE LIGHT.  AT THE TIME OF RECOVERY THE STATION
 LX3902'WAS VISITED AND IT WAS DETERMINED THAT AN ECCENTRIC OCCUPATION WOULD
 LX3902'BE POSSIBLE ON THE UPPER WALKWAY AROUND THE LIGHT HOUSING.  THE
 LX3902'LIGHTHOUSE POSITION WAS VERIFIED BY AZIMUTH CUTS FROM VARIOUS
 LX3902'STATIONS.  RECOVERED BY C S MIDDLETON JR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3904 ***********************************************************************
 LX3904  DESIGNATION -  STAMFORD HBR YACHT CLUB FLAG
 LX3904  PID         -  LX3904
 LX3904  STATE/COUNTY-  CT/FAIRFIELD
 LX3904  USGS QUAD   -  STAMFORD (1984)
 LX3904
 LX3904                         *CURRENT SURVEY CONTROL
 LX3904  ___________________________________________________________________
 LX3904* NAD 83(1996)-  41 01 46.61609(N)    073 31 48.68843(W)     ADJUSTED  
 LX3904* NAVD 88     -                                                        
 LX3904  ___________________________________________________________________
 LX3904  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 LX3904  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX3904
 LX3904  HORZ ORDER  -  THIRD
 LX3904
 LX3904.The horizontal coordinates were established by classical geodetic methods
 LX3904.and adjusted by the National Geodetic Survey in August 1998..
 LX3904
 LX3904
 LX3904.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3904
 LX3904.The geoid height was determined by GEOID03.
 LX3904
 LX3904;                    North         East     Units Scale Factor Converg.
 LX3904;SPC CT       -   174,494.998   239,187.942   MT  1.00002158   -0 31 02.3
 LX3904;SPC CT       -   572,489.01    784,735.77   sFT  1.00002158   -0 31 02.3
 LX3904;SPC NY L     -    95,934.439   339,509.552   MT  0.99999980   +0 18 26.3
 LX3904;SPC NY L     -   314,744.91  1,113,874.26   sFT  0.99999980   +0 18 26.3
 LX3904;UTM  18      - 4,543,085.170   623,559.722   MT  0.99978790   +0 57 53.9
 LX3904
 LX3904                          SUPERSEDED SURVEY CONTROL
 LX3904
 LX3904  NAD 83(1992)-  41 01 46.61515(N)    073 31 48.68838(W) AD(       ) 4
 LX3904  NAD 83(1986)-  41 01 46.60949(N)    073 31 48.69370(W) AD(       ) 4
 LX3904  NAD 27      -  41 01 46.26000(N)    073 31 50.26000(W) AD(       ) 3
 LX3904
 LX3904.Superseded values are not recommended for survey control.
 LX3904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3904.See file dsdata.txt to determine how the superseded data were derived.
 LX3904
 LX3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2356043085(NAD 83)
 LX3904_MARKER: 62 = FLAGPOLE
 LX3904
 LX3904  HISTORY     - Date     Condition        Report By
 LX3904  HISTORY     - UNK      FIRST OBSERVED
 LX3904  HISTORY     - 1984     GOOD             USPSQD
 LX3904  HISTORY     - 1987     GOOD             USPSQD
 LX3904  HISTORY     - 1988     GOOD             USPSQD
 LX3904  HISTORY     - 1990     GOOD             USPSQD
 LX3904
 LX3904                          STATION DESCRIPTION
 LX3904
 LX3904'DESCRIBED BY US POWER SQUADRON 1984 (WHS)
 LX3904'NO ORIGINAL TEXT.
 LX3904'RECOVERED IN GOOD CONDITION.  IN STATION NAME CHANGE FLAG TO
 LX3904'FLAGSTAFF.
 LX3904'
 LX3904'SUGGESTED TEXT--FLAGSTAFF IS ON THE WEST LAWN OF THE STAMFORD YACHT
 LX3904'CLUB BETWEEN THE CLUB HOUSE AND THE SEA WALL.  THE FLAGPOLE FACES
 LX3904'WEST WITH THE YARD ARM RUNNING NORTH/SOUTH AND THE GAFF FACING EAST.
 LX3904'IT IS A PROMINENT MARK IN EXCELLENT CONDITION.
 LX3904
 LX3904                          STATION RECOVERY (1987)
 LX3904
 LX3904'RECOVERY NOTE BY US POWER SQUADRON 1987 (ARL)
 LX3904'RECOVERED IN GOOD CONDITION.
 LX3904
 LX3904                          STATION RECOVERY (1988)
 LX3904
 LX3904'RECOVERY NOTE BY US POWER SQUADRON 1988 (WHS)
 LX3904'RECOVERED IN GOOD CONDITION.
 LX3904
 LX3904                          STATION RECOVERY (1990)
 LX3904
 LX3904'RECOVERY NOTE BY US POWER SQUADRON 1990 (DWS)
 LX3904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7481 ***********************************************************************
 LX7481  DESIGNATION -  STAMFORD PHOTORAMA TANK
 LX7481  PID         -  LX7481
 LX7481  STATE/COUNTY-  CT/FAIRFIELD
 LX7481  USGS QUAD   -  STAMFORD (1984)
 LX7481
 LX7481                         *CURRENT SURVEY CONTROL
 LX7481  ___________________________________________________________________
 LX7481* NAD 83(1996)-  41 02 12.11373(N)    073 33 05.76626(W)     ADJUSTED  
 LX7481* NAVD 88     -                                                        
 LX7481  ___________________________________________________________________
 LX7481  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 LX7481  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX7481
 LX7481  HORZ ORDER  -  THIRD
 LX7481
 LX7481.The horizontal coordinates were established by classical geodetic methods
 LX7481.and adjusted by the National Geodetic Survey in August 1998..
 LX7481
 LX7481
 LX7481.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7481
 LX7481.The geoid height was determined by GEOID03.
 LX7481
 LX7481;                    North         East     Units Scale Factor Converg.
 LX7481;SPC CT       -   175,298.025   237,394.704   MT  1.00002051   -0 31 53.4
 LX7481;SPC CT       -   575,123.60    778,852.46   sFT  1.00002051   -0 31 53.4
 LX7481;UTM  18      - 4,543,841.357   621,746.738   MT  0.99978243   +0 57 03.8
 LX7481
 LX7481                          SUPERSEDED SURVEY CONTROL
 LX7481
 LX7481  NAD 83(1992)-  41 02 12.11274(N)    073 33 05.76600(W) AD(       ) 4
 LX7481  NAD 83(1986)-  41 02 12.11414(N)    073 33 05.76570(W) AD(       ) 4
 LX7481  NAD 83(1986)-  41 02 12.11238(N)    073 33 05.76388(W) AD(       ) 4
 LX7481
 LX7481.Superseded values are not recommended for survey control.
 LX7481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7481.See file dsdata.txt to determine how the superseded data were derived.
 LX7481
 LX7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2174743841(NAD 83)
 LX7481_MARKER: 53 = ELEVATED TANK
 LX7481
 LX7481  HISTORY     - Date     Condition        Report By
 LX7481  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7481
 LX7481                          STATION DESCRIPTION
 LX7481
 LX7481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7481'THE STATION, THE STAMFORD PHOTORAMA COMPANY WATER TANK, IS
 LX7481'THE VENT TOP CENTER ATOP THE CONICAL-ROOFED TANK, WITH FOUR
 LX7481'TRUSSWORK LEGS, PAINTED GRAY, ABOUT 35 METERS (115 FT) HIGH.
 LX7481'THE TANK HAS A PLATFORM AT THE APEX, SUCH AS THE TYPE THAT MAY
 LX7481'HAVE HELD AN AIRPORT BEACON.
 LX7481'
 LX7481'THE STATION IS LOCATED ABOUT 1.8 KM (1.1 MI) SOUTHWEST OF CITY
 LX7481'HALL, 1 KM (0.6 MI) SOUTHEAST OF INTERCHANGE 6 OF INTERSTATE
 LX7481'HIGHWAY 95, 1 KM (0.6 MI) EAST OF THE CITY LIMITS, 15 METERS
 LX7481'(49 FT) WEST OF FAIRFIELD AVENUE AND AT THE NORTHEAST CORNER
 LX7481'OF THE PLANT COMPLEX.
 LX7481'
 LX7481'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7482 ***********************************************************************
 LX7482  DESIGNATION -  STAMFORD RAD STA WSTC TOWER
 LX7482  PID         -  LX7482
 LX7482  STATE/COUNTY-  CT/FAIRFIELD
 LX7482  USGS QUAD   -  STAMFORD (1984)
 LX7482
 LX7482                         *CURRENT SURVEY CONTROL
 LX7482  ___________________________________________________________________
 LX7482* NAD 83(1996)-  41 04 17.67925(N)    073 32 08.20226(W)     ADJUSTED  
 LX7482* NAVD 88     -                                                        
 LX7482  ___________________________________________________________________
 LX7482  LAPLACE CORR-           3.60  (seconds)                    DEFLEC99
 LX7482  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX7482
 LX7482  HORZ ORDER  -  THIRD
 LX7482
 LX7482.The horizontal coordinates were established by classical geodetic methods
 LX7482.and adjusted by the National Geodetic Survey in August 1998..
 LX7482
 LX7482
 LX7482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7482
 LX7482.The geoid height was determined by GEOID03.
 LX7482
 LX7482;                    North         East     Units Scale Factor Converg.
 LX7482;SPC CT       -   179,159.106   238,774.467   MT  1.00001546   -0 31 15.3
 LX7482;SPC CT       -   587,791.17    783,379.23   sFT  1.00001546   -0 31 15.3
 LX7482;UTM  18      - 4,547,735.940   623,025.824   MT  0.99978628   +0 57 44.0
 LX7482
 LX7482                          SUPERSEDED SURVEY CONTROL
 LX7482
 LX7482  NAD 83(1992)-  41 04 17.67816(N)    073 32 08.20177(W) AD(       ) 4
 LX7482  NAD 83(1986)-  41 04 17.68005(N)    073 32 08.20200(W) AD(       ) 4
 LX7482  NAD 83(1986)-  41 04 17.67899(N)    073 32 08.20104(W) AD(       ) 4
 LX7482
 LX7482.Superseded values are not recommended for survey control.
 LX7482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7482.See file dsdata.txt to determine how the superseded data were derived.
 LX7482
 LX7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2302647736(NAD 83)
 LX7482_MARKER: 43 = RADIO/TV TOWER
 LX7482
 LX7482  HISTORY     - Date     Condition        Report By
 LX7482  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7482
 LX7482                          STATION DESCRIPTION
 LX7482
 LX7482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7482'THE STATION, STAMFORD RADIO STATION WSTC TOWER IS THE LIGHT TOP
 LX7482'CENTER ATOP THE RED/WHITE, FOUR-LEGGED STEEL TOWER, ABOUT 80
 LX7482'METERS (263 FT) HIGH.
 LX7482'
 LX7482'THE STATION IS LOCATED 2 KM (1.25 MI) NORTH-NORTHEAST
 LX7482'OF CITY HALL, 2.5 KM (1.55 MI) NORTHWEST OF THE JUNCTION
 LX7482'OF U.S. HIGHWAY 1 AND INTERSTATE HIGHWAY 95, 1.2 KM (0.75 MI)
 LX7482'EAST OF THE JUNCTION OF STATE HIGHWAYS 104 AND 137, 0.15 KM
 LX7482'(0.1 MI) WEST OF STRAWBERRY HILL ROAD, IN A LARGE GRASSY FIELD.
 LX7482'
 LX7482'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7483 ***********************************************************************
 LX7483  DESIGNATION -  STAMFORD SNETCO MICROWAVE
 LX7483  PID         -  LX7483
 LX7483  STATE/COUNTY-  CT/FAIRFIELD
 LX7483  USGS QUAD   -  STAMFORD (1984)
 LX7483
 LX7483                         *CURRENT SURVEY CONTROL
 LX7483  ___________________________________________________________________
 LX7483* NAD 83(1996)-  41 03 12.47619(N)    073 32 08.38010(W)     ADJUSTED  
 LX7483* NAVD 88     -                                                        
 LX7483  ___________________________________________________________________
 LX7483  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 LX7483  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX7483
 LX7483  HORZ ORDER  -  THIRD
 LX7483
 LX7483.The horizontal coordinates were established by classical geodetic methods
 LX7483.and adjusted by the National Geodetic Survey in August 1998..
 LX7483
 LX7483
 LX7483.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7483
 LX7483.The geoid height was determined by GEOID03.
 LX7483
 LX7483;                    North         East     Units Scale Factor Converg.
 LX7483;SPC CT       -   177,147.767   238,752.027   MT  1.00001804   -0 31 15.4
 LX7483;SPC CT       -   581,192.30    783,305.61   sFT  1.00001804   -0 31 15.4
 LX7483;UTM  18      - 4,545,725.158   623,055.437   MT  0.99978637   +0 57 42.6
 LX7483
 LX7483                          SUPERSEDED SURVEY CONTROL
 LX7483
 LX7483  NAD 83(1992)-  41 03 12.47519(N)    073 32 08.37981(W) AD(       ) 4
 LX7483  NAD 83(1986)-  41 03 12.47698(N)    073 32 08.37945(W) AD(       ) 4
 LX7483  NAD 83(1986)-  41 03 12.47474(N)    073 32 08.37766(W) AD(       ) 4
 LX7483
 LX7483.Superseded values are not recommended for survey control.
 LX7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7483.See file dsdata.txt to determine how the superseded data were derived.
 LX7483
 LX7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2305545725(NAD 83)
 LX7483_MARKER: 45 = MICROWAVE TOWER
 LX7483
 LX7483  HISTORY     - Date     Condition        Report By
 LX7483  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7483
 LX7483                          STATION DESCRIPTION
 LX7483
 LX7483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7483'THE STATION, THE STAMFORD SOUTHERN NEW ENGLAND TELEPHONE
 LX7483'COMPANY MICROWAVE TOWER, IS THE LIGHT ON THE POLE NOT CENTER
 LX7483'ATOP THE FOUR-LEGGED STEEL TOWER, PAINTED RED/WHITE, ABOUT
 LX7483'27.4 METERS (90 FT) HIGH.  THERE IS ONE RECTANGULAR FAN
 LX7483'MOUNTED ON THE UPPERMOST PLATFORM.
 LX7483'
 LX7483'THE STATION IS LOCATED ABOUT 0.2 KM (0.1 MI) NORTH OF
 LX7483'TRESSER BOULEVARD, IN THE DOWNTOWN SECTION ON THE EAST
 LX7483'SIDE OF CANAL STREET AND ON THE ROOF OF THE SIX STORY
 LX7483'COMPANY BUILDING.
 LX7483'
 LX7483'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7484 ***********************************************************************
 LX7484  DESIGNATION -  STAMFORD WRECKING CO TANK
 LX7484  PID         -  LX7484
 LX7484  STATE/COUNTY-  CT/FAIRFIELD
 LX7484  USGS QUAD   -  STAMFORD (1984)
 LX7484
 LX7484                         *CURRENT SURVEY CONTROL
 LX7484  ___________________________________________________________________
 LX7484* NAD 83(1996)-  41 02 09.07173(N)    073 33 19.52736(W)     ADJUSTED  
 LX7484* NAVD 88     -                                                        
 LX7484  ___________________________________________________________________
 LX7484  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LX7484  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX7484
 LX7484  HORZ ORDER  -  THIRD
 LX7484
 LX7484.The horizontal coordinates were established by classical geodetic methods
 LX7484.and adjusted by the National Geodetic Survey in August 1998..
 LX7484
 LX7484
 LX7484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7484
 LX7484.The geoid height was determined by GEOID03.
 LX7484
 LX7484;                    North         East     Units Scale Factor Converg.
 LX7484;SPC CT       -   175,207.175   237,072.406   MT  1.00002064   -0 32 02.6
 LX7484;SPC CT       -   574,825.54    777,795.05   sFT  1.00002064   -0 32 02.6
 LX7484;UTM  18      - 4,543,742.222   621,426.975   MT  0.99978147   +0 56 54.7
 LX7484
 LX7484                          SUPERSEDED SURVEY CONTROL
 LX7484
 LX7484  NAD 83(1992)-  41 02 09.07071(N)    073 33 19.52717(W) AD(       ) 4
 LX7484  NAD 83(1986)-  41 02 09.07215(N)    073 33 19.52646(W) AD(       ) 4
 LX7484  NAD 83(1986)-  41 02 09.07046(N)    073 33 19.52508(W) AD(       ) 4
 LX7484
 LX7484.Superseded values are not recommended for survey control.
 LX7484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7484.See file dsdata.txt to determine how the superseded data were derived.
 LX7484
 LX7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2142743742(NAD 83)
 LX7484_MARKER: 53 = ELEVATED TANK
 LX7484
 LX7484  HISTORY     - Date     Condition        Report By
 LX7484  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7484
 LX7484                          STATION DESCRIPTION
 LX7484
 LX7484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7484'THE STATION, THE STAMFORD WRECKING COMPANY WATER TANK, IS
 LX7484'THE VENT TOP CENTER ATOP THE FOUR TUBULAR-LEGGED
 LX7484'ELLIPSOIDAL TANK, PAINTED SILVER, ABOUT 38.1 METERS (125 FT) HIGH.
 LX7484'
 LX7484'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) SOUTHWEST OF CITY
 LX7484'HALL, 1.0 KM (0.6 MI) SOUTH OF INTERCHANGE 6 OF INTERSTATE
 LX7484'HIGHWAY 95, 0.5 KM (0.3 MI) EAST OF THE CITY LIMITS AND AT
 LX7484'THE REAR OF THE COMPANY PLANT.
 LX7484'
 LX7484'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6414 ***********************************************************************
 LX6414  DESIGNATION -  STANLEY
 LX6414  PID         -  LX6414
 LX6414  STATE/COUNTY-  CT/NEW HAVEN
 LX6414  USGS QUAD   -  BRANFORD (1984)
 LX6414
 LX6414                         *CURRENT SURVEY CONTROL
 LX6414  ___________________________________________________________________
 LX6414* NAD 83(1996)-  41 15 24.09884(N)    072 50 41.86246(W)     ADJUSTED  
 LX6414* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6414  ___________________________________________________________________
 LX6414  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX6414  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6414
 LX6414  HORZ ORDER  -  THIRD
 LX6414
 LX6414.The horizontal coordinates were established by classical geodetic methods
 LX6414.and adjusted by the National Geodetic Survey in August 1998..
 LX6414
 LX6414.The orthometric height was scaled from a topographic map.
 LX6414
 LX6414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6414
 LX6414.The geoid height was determined by GEOID03.
 LX6414
 LX6414;                    North         East     Units Scale Factor Converg.
 LX6414;SPC CT       -   199,421.929   296,842.102   MT  0.99999476   -0 03 46.7
 LX6414;SPC CT       -   654,270.11    973,889.46   sFT  0.99999476   -0 03 46.7
 LX6414;SPC NY L     -   121,685.498   396,800.487   MT  1.00002004   +0 45 19.8
 LX6414;SPC NY L     -   399,229.84  1,301,836.26   sFT  1.00002004   +0 45 19.8
 LX6414;UTM  18      - 4,569,492.744   680,542.662   MT  1.00000117   +1 25 17.4
 LX6414
 LX6414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6414!SPC CT       -   1.00000460  x   0.99999476  =   0.99999936
 LX6414!SPC NY L     -   1.00000460  x   1.00002004  =   1.00002464
 LX6414!UTM  18      -   1.00000460  x   1.00000117  =   1.00000577
 LX6414
 LX6414|---------------------------------------------------------------------|
 LX6414| PID    Reference Object                     Distance      Geod. Az  |
 LX6414|                                                           dddmmss.s |
 LX6414| LX6412 STANLEY POINT FLAGPOLE               24.550 METERS 02740     |
 LX6414| CZ7967 STANLEY RM 2                         14.280 METERS 03348     |
 LX6414| LX6356 JOHNSON                             APPROX. 1.1 KM 1413406.1 |
 LX6414| LX6418 LANDONS ISLAND CHIMNEY              APPROX. 0.8 KM 1471128.2 |
 LX6414| LX6416 DARROW ISLAND E FLAGPOLE            APPROX. 0.9 KM 2131026.0 |
 LX6414| LX6415 DARROW ISLAND WHITE CHIMNEY         APPROX. 0.8 KM 2145937.2 |
 LX6414| LX6363 DARROW ISLAND W FLAGPOLE            APPROX. 1.0 KM 2221813.1 |
 LX6414| CZ7966 STANLEY RM 1                         12.730 METERS 35423     |
 LX6414|---------------------------------------------------------------------|
 LX6414
 LX6414                          SUPERSEDED SURVEY CONTROL
 LX6414
 LX6414  NAD 83(1992)-  41 15 24.09795(N)    072 50 41.86227(W) AD(       ) 3
 LX6414  NAD 83(1986)-  41 15 24.09943(N)    072 50 41.86579(W) AD(       ) 3
 LX6414  NAD 27      -  41 15 23.74800(N)    072 50 43.51100(W) AD(       ) 3
 LX6414
 LX6414.Superseded values are not recommended for survey control.
 LX6414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6414.See file dsdata.txt to determine how the superseded data were derived.
 LX6414
 LX6414_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8054369493(NAD 83)
 LX6414_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6414_SETTING: 66 = SET IN ROCK OUTCROP
 LX6414_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6414+STABILITY: POSITION/ELEVATION WELL
 LX6414
 LX6414  HISTORY     - Date     Condition        Report By
 LX6414  HISTORY     - 1933     MONUMENTED       CGS
 LX6414  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6414
 LX6414                          STATION DESCRIPTION
 LX6414
 LX6414'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6414'THIS STATION IS LOCATED ON A POINT LOCALLY KNOWN AS STANLEY
 LX6414'POINT, WHICH CONSTITUTES THE W SIDE OF THE MOUTH OF PAGES COVE,
 LX6414'APPROXIMATELY 1/3 MILE NE OF HORTON POINT.
 LX6414'
 LX6414'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LX6414'IN A DRILL HOLE IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTES
 LX6414'2 AND 12A.
 LX6414'
 LX6414'IT IS NOT ON HIGHEST PART OF LEDGE THAT MARKS THE SHORE
 LX6414'AT THIS POINT.  IT IS APPROXIMATELY 24.6 METERS DISTANT AND
 LX6414'BEARS SW (MAGNETIC) FROM THE HIGH POINT.  STATION IS 4 METERS
 LX6414'S OF A RUSTIC SEAT BUILT OF CEDAR AROUND TWO CEDAR STUMPS.
 LX6414'
 LX6414'REFERENCE MARK NO.1 BEARS N 5 DEG E (MAGNETIC).
 LX6414'
 LX6414'REFERENCE MARK NO.2 BEARS NE (MAGNETIC).
 LX6414'
 LX6414'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 LX6414
 LX6414                          STATION RECOVERY (1961)
 LX6414
 LX6414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6414'STATION AND R.M.S. RECOVERED IN GOOD CONDITION.  THE STATION
 LX6414'IS STAMPED, STANLEY 1933 AND THE R.M.S. ARE STAMPED, STANLEY
 LX6414'NO 1 1933 AND STANLEY NO 2 1933.  THE ORIGINAL DESCRIPTION BY
 LX6414'G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6412 ***********************************************************************
 LX6412  DESIGNATION -  STANLEY POINT FLAGPOLE
 LX6412  PID         -  LX6412
 LX6412  STATE/COUNTY-  CT/NEW HAVEN
 LX6412  USGS QUAD   -  BRANFORD (1984)
 LX6412
 LX6412                         *CURRENT SURVEY CONTROL
 LX6412  ___________________________________________________________________
 LX6412* NAD 83(1996)-  41 15 24.80360(N)    072 50 41.37266(W)     ADJUSTED  
 LX6412* NAVD 88     -                                                        
 LX6412  ___________________________________________________________________
 LX6412  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX6412  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6412
 LX6412  HORZ ORDER  -  THIRD
 LX6412
 LX6412.The horizontal coordinates were established by classical geodetic methods
 LX6412.and adjusted by the National Geodetic Survey in August 1998..
 LX6412
 LX6412
 LX6412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6412
 LX6412.The geoid height was determined by GEOID03.
 LX6412
 LX6412;                    North         East     Units Scale Factor Converg.
 LX6412;SPC CT       -   199,443.658   296,853.528   MT  0.99999474   -0 03 46.4
 LX6412;SPC CT       -   654,341.40    973,926.95   sFT  0.99999474   -0 03 46.4
 LX6412;UTM  18      - 4,569,514.761   680,553.521   MT  1.00000122   +1 25 17.7
 LX6412
 LX6412                          SUPERSEDED SURVEY CONTROL
 LX6412
 LX6412  NAD 83(1992)-  41 15 24.80270(N)    072 50 41.37246(W) AD(       ) 4
 LX6412  NAD 83(1986)-  41 15 24.80417(N)    072 50 41.37599(W) AD(       ) 4
 LX6412  NAD 27      -  41 15 24.45000(N)    072 50 43.02000(W) AD(       ) 3
 LX6412
 LX6412.Superseded values are not recommended for survey control.
 LX6412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6412.See file dsdata.txt to determine how the superseded data were derived.
 LX6412
 LX6412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8055469515(NAD 83)
 LX6412
 LX6412  HISTORY     - Date     Condition        Report By
 LX6412  HISTORY     - 1933     MONUMENTED       CGS
 LX6412  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6412
 LX6412                          STATION DESCRIPTION
 LX6412
 LX6412'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6412'THIS FLAGPOLE IS ON THE HIGHEST PART OF ROCKY KNOB ON STANLEY
 LX6412'POINT.
 LX6412'
 LX6412'POLE IS ABOUT 30 FEET HIGH, PAINTED WHITE, SECURED WITH THREE
 LX6412'CABLE GUYS AND HAS A SMALL GILT BALL ON TOP.
 LX6412'
 LX6412'CENTER IS THE CENTER LINE OF THE POLE.
 LX6412'
 LX6412'STATION DETERMINED BY ANGLE AND DISTANCE FROM STATION STANLEY.
 LX6412
 LX6412                          STATION RECOVERY (1961)
 LX6412
 LX6412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6412'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX6412'G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5980 ***********************************************************************
 LX5980  DESIGNATION -  STASIA
 LX5980  PID         -  LX5980
 LX5980  STATE/COUNTY-  CT/NEW LONDON
 LX5980  USGS QUAD   -  DEEP RIVER (1971)
 LX5980
 LX5980                         *CURRENT SURVEY CONTROL
 LX5980  ___________________________________________________________________
 LX5980* NAD 83(1996)-  41 23 26.56571(N)    072 24 58.56719(W)     ADJUSTED  
 LX5980* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5980  ___________________________________________________________________
 LX5980  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX5980  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX5980
 LX5980  HORZ ORDER  -  THIRD
 LX5980
 LX5980.The horizontal coordinates were established by classical geodetic methods
 LX5980.and adjusted by the National Geodetic Survey in August 1998..
 LX5980
 LX5980.The orthometric height was scaled from a topographic map.
 LX5980
 LX5980.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5980
 LX5980.The geoid height was determined by GEOID03.
 LX5980
 LX5980;                    North         East     Units Scale Factor Converg.
 LX5980;SPC CT       -   214,355.432   332,712.240   MT  0.99998624   +0 13 16.6
 LX5980;SPC CT       -   703,264.45  1,091,573.41   sFT  0.99998624   +0 13 16.6
 LX5980;UTM  18      - 4,585,352.915   716,016.856   MT  1.00017430   +1 42 32.4
 LX5980
 LX5980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5980!SPC CT       -   1.00000462  x   0.99998624  =   0.99999086
 LX5980!UTM  18      -   1.00000462  x   1.00017430  =   1.00017893
 LX5980
 LX5980:                Primary Azimuth Mark                     Grid Az
 LX5980:SPC CT       -  NECK                                     013 13 36.9
 LX5980:UTM  18      -  NECK                                     011 44 21.1
 LX5980
 LX5980|---------------------------------------------------------------------|
 LX5980| PID    Reference Object                     Distance      Geod. Az  |
 LX5980|                                                           dddmmss.s |
 LX5980| LX5973 NECK                                496.597 METERS 0132653.5 |
 LX5980| CZ7969 STASIA RM 2                          30.500 METERS 03138     |
 LX5980| CZ7968 STASIA RM 1                          14.880 METERS 11153     |
 LX5980| LX5977 GRAHAMS CHIMNEY                     APPROX. 0.7 KM 1541722.6 |
 LX5980| LX5985 DEVILS WHARF LIGHT                  229.435 METERS 21136     |
 LX5980| LX5952 HOWARDS CHIMNEY                     APPROX. 1.0 KM 2490307.0 |
 LX5980| LX5953 POTTER AND SNELL CUPOLA             APPROX. 1.0 KM 2924209.2 |
 LX5980| LX5949 PARKER                              APPROX. 1.2 KM 2951608.0 |
 LX5980| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 1.5 KM 2992619.7 |
 LX5980|---------------------------------------------------------------------|
 LX5980
 LX5980                          SUPERSEDED SURVEY CONTROL
 LX5980
 LX5980  NAD 83(1992)-  41 23 26.56483(N)    072 24 58.56688(W) AD(       ) 3
 LX5980  NAD 83(1986)-  41 23 26.56667(N)    072 24 58.56994(W) AD(       ) 3
 LX5980  NAD 27      -  41 23 26.20800(N)    072 25 00.27600(W) AD(       ) 3
 LX5980
 LX5980.Superseded values are not recommended for survey control.
 LX5980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5980.See file dsdata.txt to determine how the superseded data were derived.
 LX5980
 LX5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1601785353(NAD 83)
 LX5980_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5980_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5980+STABILITY: SURFACE MOTION
 LX5980
 LX5980  HISTORY     - Date     Condition        Report By
 LX5980  HISTORY     - 1934     MONUMENTED       CGS
 LX5980  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5980  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5980  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5980
 LX5980                          STATION DESCRIPTION
 LX5980
 LX5980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5980'EUSTASIA ISLAND IS THE PROPERTY OF ST. JOHNS SCHOOL.
 LX5980'
 LX5980'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX5980'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX5980'
 LX5980'THE STATION IS ON THE SOUTHERLY TIP OF THE ISLAND, A LITTLE
 LX5980'TOWARDS THE WESTERLY SIDE.  IT IS ABOUT 22 METERS N OF HIGH WATER
 LX5980'LINE, 11 METERS E AND 37 METERS W OF THE SAME LINE.  THE ISLAND
 LX5980'IS QUITE FLAT AT THIS END AND ONLY SLIGHTLY ABOVE HIGH WATER LINE.
 LX5980'
 LX5980'REFERENCE MARK NO.1 IS SOUTHEASTERLY OF THE STATION AND 3 METERS
 LX5980'INSIDE HIGH WATER LINE.  REFERENCE MARK NO.2 IS NEAR THE EASTERLY
 LX5980'EDGE OF THE ISLAND ABOUT 4 METERS INSIDE HIGH WATER LINE.
 LX5980'
 LX5980'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5980
 LX5980                          STATION RECOVERY (1948)
 LX5980
 LX5980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5980'THE STATION IS PROBABLY AS DESCRIBED, BUT IS NOW COVERED WITH
 LX5980'SILT.  THEREFORE, THE DESCRIPTION IS INADEQUATE FOR PRESENT DAY
 LX5980'RECOVERY.
 LX5980
 LX5980                          STATION RECOVERY (1961)
 LX5980
 LX5980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5980'THE STATION AND REFERENCE MARKS COULD NOT BE FOUND.  IT IS
 LX5980'BELIEVED THAT THE MONUMENTS ARE STILL IN TACT, BUT THE AREA IS SO
 LX5980'THICKLY COVERED WITH DRIFT WOOD, BRUSH, AND SILT THAT RECOVERY
 LX5980'COULD ONLY BE MADE BY THE RE-OBSERVATION OF THE ORIGINAL ANGLES
 LX5980'TO DETERMINE THE NEAR EXACT LOCATION OF THE STATION.
 LX5980
 LX5980                          STATION RECOVERY (1969)
 LX5980
 LX5980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5980'LOST.  THE STATION IS BELIEVED TO BE INTACT, BUT A SEARCH THROUGH
 LX5980'THE DRIFTWOOD AND DEBRIS WAS IN VAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3667 ***********************************************************************
 LW3667  DESIGNATION -  STATE BOUNDARY C CTGS 1937
 LW3667  PID         -  LW3667
 LW3667  STATE/COUNTY-  CT/WINDHAM
 LW3667  USGS QUAD   -  EAST KILLINGLY (1974)
 LW3667
 LW3667                         *CURRENT SURVEY CONTROL
 LW3667  ___________________________________________________________________
 LW3667* NAD 83(1996)-  41 51 13.39048(N)    071 47 41.06678(W)     ADJUSTED  
 LW3667* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 LW3667  ___________________________________________________________________
 LW3667  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3667  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LW3667
 LW3667  HORZ ORDER  -  SECOND
 LW3667
 LW3667.The horizontal coordinates were established by classical geodetic methods
 LW3667.and adjusted by the National Geodetic Survey in August 1998..
 LW3667
 LW3667.The orthometric height was scaled from a topographic map.
 LW3667
 LW3667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3667
 LW3667.The geoid height was determined by GEOID03.
 LW3667
 LW3667;                    North         East     Units Scale Factor Converg.
 LW3667;SPC CT       -   266,163.624   384,123.848   MT  0.99999871   +0 38 00.2
 LW3667;SPC CT       -   873,238.49  1,260,246.32   sFT  0.99999871   +0 38 00.2
 LW3667;SPC RI       -    85,602.859    75,524.796   MT  1.00000112   -0 11 48.0
 LW3667;SPC RI       -   280,848.71    247,784.27   sFT  1.00000112   -0 11 48.0
 LW3667;UTM  19      - 4,637,311.882   268,006.640   MT  1.00026233   -1 51 56.0
 LW3667
 LW3667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3667!SPC CT       -   0.99997427  x   0.99999871  =   0.99997298
 LW3667!SPC RI       -   0.99997427  x   1.00000112  =   0.99997539
 LW3667!UTM  19      -   0.99997427  x   1.00026233  =   1.00023660
 LW3667
 LW3667                          SUPERSEDED SURVEY CONTROL
 LW3667
 LW3667  NAD 83(1996)-  41 51 13.39014(N)    071 47 41.06653(W) AD(       ) 2
 LW3667  NAD 83(1992)-  41 51 13.38965(N)    071 47 41.06602(W) AD(       ) 2
 LW3667  NAD 83(1992)-  41 51 13.38959(N)    071 47 41.06629(W) AD(       ) 2
 LW3667  NAD 83(1986)-  41 51 13.39014(N)    071 47 41.06531(W) AD(       ) 2
 LW3667  NAD 27      -  41 51 13.03304(N)    071 47 42.80636(W) AD(       ) 2
 LW3667
 LW3667.Superseded values are not recommended for survey control.
 LW3667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3667.See file dsdata.txt to determine how the superseded data were derived.
 LW3667
 LW3667_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6800737312(NAD 83)
 LW3667
 LW3667  HISTORY     - Date     Condition        Report By
 LW3667  HISTORY     - 1937     MONUMENTED       CTGS
 LW3667  HISTORY     - 20040905 GOOD             GEOCAC
 LW3667
 LW3667                          STATION DESCRIPTION
 LW3667
 LW3667'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3667'SEE STATION FOGLO
 LW3667
 LW3667                          STATION RECOVERY (2004)
 LW3667
 LW3667'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3639 ***********************************************************************
 LW3639  DESIGNATION -  STATE BOUNDARY F 1937
 LW3639  PID         -  LW3639
 LW3639  STATE/COUNTY-  CT/WINDHAM
 LW3639  USGS QUAD   -  THOMPSON (1974)
 LW3639
 LW3639                         *CURRENT SURVEY CONTROL
 LW3639  ___________________________________________________________________
 LW3639* NAD 83(1996)-  41 54 00.12296(N)    071 47 48.22564(W)     ADJUSTED  
 LW3639* NAVD 88     -       155.     (meters)     509.     (feet)  SCALED    
 LW3639  ___________________________________________________________________
 LW3639  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 LW3639  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LW3639
 LW3639  HORZ ORDER  -  SECOND
 LW3639
 LW3639.The horizontal coordinates were established by classical geodetic methods
 LW3639.and adjusted by the National Geodetic Survey in August 1998..
 LW3639
 LW3639.The orthometric height was scaled from a topographic map.
 LW3639
 LW3639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3639
 LW3639.The geoid height was determined by GEOID03.
 LW3639
 LW3639;                    North         East     Units Scale Factor Converg.
 LW3639;SPC CT       -   271,305.694   383,901.978   MT  1.00000355   +0 37 55.5
 LW3639;SPC CT       -   890,108.76  1,259,518.41   sFT  1.00000355   +0 37 55.5
 LW3639;SPC RI       -    90,747.605    75,377.449   MT  1.00000121   -0 11 53.4
 LW3639;SPC RI       -   297,727.77    247,300.85   sFT  1.00000121   -0 11 53.4
 LW3639;UTM  19      - 4,642,460.081   268,009.259   MT  1.00026231   -1 52 06.9
 LW3639
 LW3639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3639!SPC CT       -   0.99998037  x   1.00000355  =   0.99998392
 LW3639!SPC RI       -   0.99998037  x   1.00000121  =   0.99998158
 LW3639!UTM  19      -   0.99998037  x   1.00026231  =   1.00024268
 LW3639
 LW3639                          SUPERSEDED SURVEY CONTROL
 LW3639
 LW3639  NAD 83(1996)-  41 54 00.12266(N)    071 47 48.22548(W) AD(       ) 2
 LW3639  NAD 83(1992)-  41 54 00.12212(N)    071 47 48.22489(W) AD(       ) 2
 LW3639  NAD 83(1992)-  41 54 00.12209(N)    071 47 48.22506(W) AD(       ) 2
 LW3639  NAD 83(1986)-  41 54 00.12280(N)    071 47 48.22403(W) AD(       ) 2
 LW3639  NAD 27      -  41 53 59.76881(N)    071 47 49.96872(W) AD(       ) 2
 LW3639
 LW3639.Superseded values are not recommended for survey control.
 LW3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3639.See file dsdata.txt to determine how the superseded data were derived.
 LW3639
 LW3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6800942460(NAD 83)
 LW3639
 LW3639  HISTORY     - Date     Condition        Report By
 LW3639  HISTORY     - 1937     MONUMENTED       CTGS
 LW3639
 LW3639                          STATION DESCRIPTION
 LW3639
 LW3639'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3639'SEE STATION ROGERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3562 ***********************************************************************
 LW3562  DESIGNATION -  STATE BOUNDARY L 1937
 LW3562  PID         -  LW3562
 LW3562  STATE/COUNTY-  CT/NEW LONDON
 LW3562  USGS QUAD   -  VOLUNTOWN (1975)
 LW3562
 LW3562                         *CURRENT SURVEY CONTROL
 LW3562  ___________________________________________________________________
 LW3562* NAD 83(1996)-  41 33 40.64044(N)    071 47 26.87095(W)     ADJUSTED  
 LW3562* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 LW3562  ___________________________________________________________________
 LW3562  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 LW3562  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LW3562
 LW3562  HORZ ORDER  -  SECOND
 LW3562
 LW3562.The horizontal coordinates were established by classical geodetic methods
 LW3562.and adjusted by the National Geodetic Survey in August 1998..
 LW3562
 LW3562.The orthometric height was scaled from a topographic map.
 LW3562
 LW3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3562
 LW3562.The geoid height was determined by GEOID03.
 LW3562
 LW3562;                    North         East     Units Scale Factor Converg.
 LW3562;SPC CT       -   233,690.052   384,811.805   MT  0.99998326   +0 38 09.6
 LW3562;SPC CT       -   766,698.11  1,262,503.40   sFT  0.99998326   +0 38 09.6
 LW3562;SPC RI       -    53,122.333    75,742.569   MT  1.00000099   -0 11 34.5
 LW3562;SPC RI       -   174,285.52    248,498.75   sFT  1.00000099   -0 11 34.5
 LW3562;UTM  19      - 4,604,830.179   267,280.871   MT  1.00026653   -1 51 08.3
 LW3562
 LW3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3562!SPC CT       -   0.99998205  x   0.99998326  =   0.99996531
 LW3562!SPC RI       -   0.99998205  x   1.00000099  =   0.99998304
 LW3562!UTM  19      -   0.99998205  x   1.00026653  =   1.00024858
 LW3562
 LW3562                          SUPERSEDED SURVEY CONTROL
 LW3562
 LW3562  NAD 83(1992)-  41 33 40.63924(N)    071 47 26.87026(W) AD(       ) 2
 LW3562  NAD 83(1986)-  41 33 40.63878(N)    071 47 26.87075(W) AD(       ) 2
 LW3562  NAD 27      -  41 33 40.28267(N)    071 47 28.61779(W) AD(       ) 2
 LW3562
 LW3562.Superseded values are not recommended for survey control.
 LW3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3562.See file dsdata.txt to determine how the superseded data were derived.
 LW3562
 LW3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6728104830(NAD 83)
 LW3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3562+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2004
 LW3562
 LW3562  HISTORY     - Date     Condition        Report By
 LW3562  HISTORY     - 1938     MONUMENTED       CTGS
 LW3562  HISTORY     - 20040108 GOOD             INDIV
 LW3562
 LW3562                          STATION DESCRIPTION
 LW3562
 LW3562'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LW3562'THE BOUND IS A ROUGHLY QUARRIED PIECE OF GRANITE MEASURING 12X12
 LW3562'INCHES AT THE GROUND AND 9X10 INCHES AT THE TOP, AND STANDING 3-1/2
 LW3562'FEET HIGH.  IT IS LETTERED C AND R I ON THE WEST AND EAST SIDES
 LW3562'RESPECTIVELY.  IT ALSO HAS A DRILL HOLE IN ITS TOP AND IN NOV.
 LW3562'1939 IT WAS INCLOSED BY A WOODEN PLATFORM, THE FLOOR OF WHICH IS
 LW3562'NEAR THE TOP OF THE BOUND.
 LW3562'
 LW3562'TO REACH THE BOUND FROM BOUND K VIA BOUND M, PROCEED ON ROUTE 138,
 LW3562'CONTINUE NW FOR 2.95 MILES TO JUNCTION OF ROUTE NOS. 138 AND 420,
 LW3562'TURN RIGHT (E) AND GO TO THE STATE LINE WHICH ON THE CAUSEWAY OVER
 LW3562'BEACH POND.  BOUND M IS LOCATED NEAR THE R.I. HISTORICAL CONCRETE
 LW3562'MARKER, FROM BOUND M GO BACK (W) FOR 0.35 MILE TO A LEFT (S) DIRT
 LW3562'INTERSECTION, TURN LEFT UP A SHORT STEEP GRADE AND S FOR 0.5
 LW3562'MILE TO A Y-FORK, PASSING AN OLD CEMETERY ON LEFT, BEAR RIGHT
 LW3562'AND GO 0.35 MILE TO THE BOUND, WHICH IS ON THE LEFT, ABOUT 15
 LW3562'FEET E OF THE CENTER LINE OF THE ROAD.  (BEACH 1937 IS ABOUT 130
 LW3562'FEET S OF THE Y-FORK AND ABOUT 20 FEET E OF THE ROAD WHICH
 LW3562'LEADS TO THE BOUND.) THE BOUND IS 1662.43 FEET N OF BEACH 1937.
 LW3562
 LW3562                          STATION RECOVERY (2004)
 LW3562
 LW3562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DKA)
 LW3562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY3728 ***********************************************************************
 MY3728  DESIGNATION -  STATE BOUNDARY O CONN 1937
 MY3728  PID         -  MY3728
 MY3728  STATE/COUNTY-  CT/WINDHAM
 MY3728  USGS QUAD   -  OXFORD (1979)
 MY3728
 MY3728                         *CURRENT SURVEY CONTROL
 MY3728  ___________________________________________________________________
 MY3728* NAD 83(1996)-  42 00 28.99229(N)    071 47 57.05106(W)     ADJUSTED  
 MY3728* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 MY3728  ___________________________________________________________________
 MY3728  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MY3728  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MY3728
 MY3728  HORZ ORDER  -  SECOND
 MY3728
 MY3728.The horizontal coordinates were established by classical geodetic methods
 MY3728.and adjusted by the National Geodetic Survey in August 1998..
 MY3728
 MY3728.The orthometric height was scaled from a topographic map.
 MY3728
 MY3728.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3728
 MY3728.The geoid height was determined by GEOID03.
 MY3728
 MY3728;                    North         East     Units Scale Factor Converg.
 MY3728;SPC CT       -   283,300.806   383,566.546   MT  1.00001738   +0 37 49.6
 MY3728;SPC CT       -   929,462.73  1,258,417.91   sFT  1.00001738   +0 37 49.6
 MY3728;SPC RI       -   102,746.211    75,215.907   MT  1.00000131   -0 12 00.8
 MY3728;SPC RI       -   337,093.19    246,770.85   sFT  1.00000131   -0 12 00.8
 MY3728;SPC MA M     -   862,007.241   175,216.555   MT  0.99997017   -0 12 03.5
 MY3728;SPC MA M     - 2,828,102.09    574,856.31   sFT  0.99997017   -0 12 03.5
 MY3728;UTM  19      - 4,654,461.417   268,197.962   MT  1.00026122   -1 52 26.9
 MY3728
 MY3728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3728!SPC CT       -   0.99997453  x   1.00001738  =   0.99999191
 MY3728!SPC RI       -   0.99997453  x   1.00000131  =   0.99997584
 MY3728!SPC MA M     -   0.99997453  x   0.99997017  =   0.99994470
 MY3728!UTM  19      -   0.99997453  x   1.00026122  =   1.00023574
 MY3728
 MY3728                          SUPERSEDED SURVEY CONTROL
 MY3728
 MY3728  NAD 83(1996)-  42 00 28.99216(N)    071 47 57.05102(W) AD(       ) 2
 MY3728  NAD 83(1992)-  42 00 28.99169(N)    071 47 57.05011(W) AD(       ) 2
 MY3728  NAD 83(1992)-  42 00 28.99169(N)    071 47 57.05014(W) AD(       ) 2
 MY3728  NAD 83(1986)-  42 00 28.99253(N)    071 47 57.04883(W) AD(       ) 2
 MY3728  NAD 27      -  42 00 28.63853(N)    071 47 58.79293(W) AD(       ) 2
 MY3728
 MY3728.Superseded values are not recommended for survey control.
 MY3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3728.See file dsdata.txt to determine how the superseded data were derived.
 MY3728
 MY3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6819854461(NAD 83)
 MY3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY3728+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2005
 MY3728
 MY3728  HISTORY     - Date     Condition        Report By
 MY3728  HISTORY     - 1937     MONUMENTED       CTGS
 MY3728  HISTORY     - 20050717 GOOD             GEOCAC
 MY3728
 MY3728                          STATION DESCRIPTION
 MY3728
 MY3728'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 MY3728'SEE STATION TRI STATE
 MY3728
 MY3728                          STATION RECOVERY (2005)
 MY3728
 MY3728'RECOVERY NOTE BY GEOCACHING 2005 (RPM)
 MY3728'STATION OBSERVED IS THE GRANITE MONUMENT DATED 1883
 MY3728'SET IN THE INTERSECTION OF CT - MA - RI.  THE STATION
 MY3728'IS APROXIMATELY 9.7 METERS AZIMUTH 203 DEGREES FROM
 MY3728'MY3728 TRI STATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3543 ***********************************************************************
 LW3543  DESIGNATION -  STATE BOUNDARY T 1937
 LW3543  PID         -  LW3543
 LW3543  STATE/COUNTY-  CT/WINDHAM
 LW3543  USGS QUAD   -  ONECO (1970)
 LW3543
 LW3543                         *CURRENT SURVEY CONTROL
 LW3543  ___________________________________________________________________
 LW3543* NAD 83(1996)-  41 43 28.43850(N)    071 47 22.86033(W)     ADJUSTED  
 LW3543* NAVD 88     -       169.     (meters)     554.     (feet)  SCALED    
 LW3543  ___________________________________________________________________
 LW3543  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 LW3543  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LW3543
 LW3543  HORZ ORDER  -  SECOND
 LW3543
 LW3543.The horizontal coordinates were established by classical geodetic methods
 LW3543.and adjusted by the National Geodetic Survey in August 1998..
 LW3543
 LW3543.The orthometric height was scaled from a topographic map.
 LW3543
 LW3543.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3543
 LW3543.The geoid height was determined by GEOID03.
 LW3543
 LW3543;                    North         East     Units Scale Factor Converg.
 LW3543;SPC CT       -   251,824.305   384,703.201   MT  0.99998868   +0 38 12.3
 LW3543;SPC CT       -   826,193.57  1,262,147.09   sFT  0.99998868   +0 38 12.3
 LW3543;SPC RI       -    71,256.543    75,896.426   MT  1.00000090   -0 11 34.1
 LW3543;SPC RI       -   233,780.84    249,003.52   sFT  1.00000090   -0 11 34.1
 LW3543;UTM  19      - 4,622,957.074   267,960.807   MT  1.00026262   -1 51 27.0
 LW3543
 LW3543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3543!SPC CT       -   0.99997824  x   0.99998868  =   0.99996692
 LW3543!SPC RI       -   0.99997824  x   1.00000090  =   0.99997914
 LW3543!UTM  19      -   0.99997824  x   1.00026262  =   1.00024085
 LW3543
 LW3543                          SUPERSEDED SURVEY CONTROL
 LW3543
 LW3543  NAD 83(1996)-  41 43 28.43775(N)    071 47 22.85993(W) AD(       ) 2
 LW3543  NAD 83(1992)-  41 43 28.43744(N)    071 47 22.85968(W) AD(       ) 2
 LW3543  NAD 83(1992)-  41 43 28.43729(N)    071 47 22.86015(W) AD(       ) 2
 LW3543  NAD 83(1986)-  41 43 28.43728(N)    071 47 22.85972(W) AD(       ) 2
 LW3543  NAD 27      -  41 43 28.07863(N)    071 47 24.60330(W) AD(       ) 2
 LW3543
 LW3543.Superseded values are not recommended for survey control.
 LW3543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3543.See file dsdata.txt to determine how the superseded data were derived.
 LW3543
 LW3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6796122957(NAD 83)
 LW3543_MARKER: V = STONE MONUMENT
 LW3543_SETTING: 0 = UNSPECIFIED SETTING
 LW3543
 LW3543  HISTORY     - Date     Condition        Report By
 LW3543  HISTORY     - 1937     MONUMENTED       CGS
 LW3543  HISTORY     - 1968     POOR             CGS
 LW3543  HISTORY     - 19961125 POOR             USPSQD
 LW3543
 LW3543                          STATION DESCRIPTION
 LW3543
 LW3543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LW3543'STATE BOUND, IS A STONE BOUNDARY MONUMENT THAT IS LEANING SLIGHTLY
 LW3543'TO THE NORTHWEST AND IS NOT FIRMLY ANCHORED.  IT PROJECTS ABOUT 3
 LW3543'FEET, IS 37 FEET SOUTHWEST OF POWER LINE POLE 30 AND 16 FEET WEST
 LW3543'OF CENTER OF ROAD.
 LW3543
 LW3543                          STATION RECOVERY (1996)
 LW3543
 LW3543'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3543'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1299 ***********************************************************************
 LX1299  DESIGNATION -  STATE LINE POST
 LX1299  PID         -  LX1299
 LX1299  STATE/COUNTY-  CT/FAIRFIELD
 LX1299  USGS QUAD   -  BREWSTER (1984)
 LX1299
 LX1299                         *CURRENT SURVEY CONTROL
 LX1299  ___________________________________________________________________
 LX1299* NAD 83(1986)-  41 23 23.     (N)    073 32 28.     (W)     SCALED    
 LX1299* NAVD 88     -       146.455  (meters)     480.49   (feet)  ADJUSTED  
 LX1299  ___________________________________________________________________
 LX1299  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX1299  DYNAMIC HT  -         146.404 (meters)     480.33  (feet)  COMP
 LX1299  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX1299
 LX1299  VERT ORDER  -  SECOND    CLASS 0
 LX1299
 LX1299.The horizontal coordinates were scaled from a topographic map and have
 LX1299.an estimated accuracy of +/- 6 seconds.
 LX1299
 LX1299.The orthometric height was determined by differential leveling
 LX1299.and adjusted by the National Geodetic Survey in June 1991..
 LX1299
 LX1299.The geoid height was determined by GEOID03.
 LX1299
 LX1299.The dynamic height is computed by dividing the NAVD 88
 LX1299.geopotential number by the normal gravity value computed on the
 LX1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1299.degrees latitude (g = 980.6199 gals.).
 LX1299
 LX1299.The modeled gravity was interpolated from observed gravity values.
 LX1299
 LX1299;                    North         East    Units  Estimated Accuracy
 LX1299;SPC CT       -   214,490.      238,640.      MT  (+/- 180 meters Scaled)
 LX1299
 LX1299                          SUPERSEDED SURVEY CONTROL
 LX1299
 LX1299  NGVD 29 (??/??/92)  146.723  (m)          481.37   (f) ADJ UNCH    2 0
 LX1299
 LX1299.Superseded values are not recommended for survey control.
 LX1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1299.See file dsdata.txt to determine how the superseded data were derived.
 LX1299
 LX1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL219830(NAD 83)
 LX1299_MARKER: H = DRILL HOLE
 LX1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX1299_SP_SET: GRANITE
 LX1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1299+STABILITY: SURFACE MOTION
 LX1299
 LX1299  HISTORY     - Date     Condition        Report By
 LX1299  HISTORY     - UNK      MONUMENTED       CGS
 LX1299  HISTORY     - 1959     GOOD             NGS
 LX1299  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX1299
 LX1299                          STATION DESCRIPTION
 LX1299
 LX1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LX1299'3.6 MI E FROM BREWSTER.
 LX1299'IN FAIRFIELD, COUNTY, CONNECTICUT, ABOUT 3.6 MILES EAST ALONG
 LX1299'U.S. HIGHWAY 6 FROM BREWSTER, PUTNAM COUNTY, NEW YORK, AT THE
 LX1299'NEW YORK-CONNECTICUT STATE LINE, 51 FEET SOUTH OF THE CENTER
 LX1299'LINE OF THE HIGHWAY, IN THE TOP OF A 12-INCH SQUARE GRANITE
 LX1299'BOUNDARY POST, AND ABOUT 4-1/2 FEET HIGHER THAN THE ROADWAY.  A
 LX1299'DRILL HOLE.
 LX1299
 LX1299                          STATION RECOVERY (1983)
 LX1299
 LX1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4695 ***********************************************************************
 LX4695  DESIGNATION -  STEARNS
 LX4695  PID         -  LX4695
 LX4695  STATE/COUNTY-  CT/TOLLAND
 LX4695  USGS QUAD   -  SPRING HILL (1983)
 LX4695
 LX4695                         *CURRENT SURVEY CONTROL
 LX4695  ___________________________________________________________________
 LX4695* NAD 83(1996)-  41 45 10.48625(N)    072 14 02.67666(W)     ADJUSTED  
 LX4695* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 LX4695  ___________________________________________________________________
 LX4695  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX4695  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX4695
 LX4695  HORZ ORDER  -  FIRST
 LX4695
 LX4695.The horizontal coordinates were established by classical geodetic methods
 LX4695.and adjusted by the National Geodetic Survey in August 1998..
 LX4695
 LX4695.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4695
 LX4695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4695
 LX4695.The geoid height was determined by GEOID03.
 LX4695
 LX4695;                    North         East     Units Scale Factor Converg.
 LX4695;SPC CT       -   254,656.777   347,709.531   MT  0.99999045   +0 20 31.5
 LX4695;SPC CT       -   835,486.44  1,140,777.02   sFT  0.99999045   +0 20 31.5
 LX4695;UTM  18      - 4,626,040.817   729,961.456   MT  1.00025080   +1 50 33.7
 LX4695
 LX4695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4695!SPC CT       -   0.99997695  x   0.99999045  =   0.99996740
 LX4695!UTM  18      -   0.99997695  x   1.00025080  =   1.00022775
 LX4695
 LX4695:                Primary Azimuth Mark                     Grid Az
 LX4695:SPC CT       -  WILLIMANTIC RAD WILI MAST                137 46 40.6
 LX4695:UTM  18      -  WILLIMANTIC RAD WILI MAST                136 16 38.4
 LX4695
 LX4695|---------------------------------------------------------------------|
 LX4695| PID    Reference Object                     Distance      Geod. Az  |
 LX4695|                                                           dddmmss.s |
 LX4695| LX4826 WILLIMANTIC RAD WILI MAST           APPROX. 5.6 KM 1380712.1 |
 LX4695| LX4831 STEARNS AZ MK 1                     325.134 METERS 17656     |
 LX4695| LX4832 STEARNS AZ MK 2                     400.437 METERS 2071152.9 |
 LX4695| LX4981 STORRS UNIV WHUS RAD MAST           APPROX. 7.1 KM 3424531.8 |
 LX4695| LX4984 STORRS UNIV STANDPIPE               APPROX. 7.1 KM 3454445.0 |
 LX4695|---------------------------------------------------------------------|
 LX4695
 LX4695                          SUPERSEDED SURVEY CONTROL
 LX4695
 LX4695  NAD 83(1996)-  41 45 10.48572(N)    072 14 02.67648(W) AD(       ) 1
 LX4695  NAD 83(1992)-  41 45 10.48575(N)    072 14 02.67651(W) AD(       ) 1
 LX4695  NAD 83(1992)-  41 45 10.48654(N)    072 14 02.67742(W) AD(       ) 1
 LX4695  NAD 83(1986)-  41 45 10.48698(N)    072 14 02.67736(W) AD(       ) 1
 LX4695  NAD 27      -  41 45 10.13082(N)    072 14 04.39603(W) AD(       ) 1
 LX4695  NGVD 29 (07/19/86)  177.0    (m)          581.     (f) VERT ANG       
 LX4695
 LX4695.Superseded values are not recommended for survey control.
 LX4695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4695.See file dsdata.txt to determine how the superseded data were derived.
 LX4695
 LX4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2996126041(NAD 83)
 LX4695_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4695+STABILITY: SURFACE MOTION
 LX4695
 LX4695  HISTORY     - Date     Condition        Report By
 LX4695  HISTORY     - 1975     MONUMENTED       NGS
 LX4695
 LX4695                          STATION DESCRIPTION
 LX4695
 LX4695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4695'THE STATION IS ABOUT 3-1/4 MILES NORTHWEST OF WILLIMANTIC, 2
 LX4695'MILES SOUTHWEST OF MANSFIELD CENTER, 1-3/4 MILES NORTHEAST OF
 LX4695'PERKINS CORNER, ON CHESTNUT HILL AND ON THE PROPERTY OF MR. WILLARD
 LX4695'J. STEARNS.  40 STEARNS ROAD.  STORRS, CONNECTICUT.  PHONE
 LX4695'423-9289.
 LX4695'
 LX4695'TO REACH THE STATION FROM THE POST OFFICE IN MANSFIELD CENTER, GO
 LX4695'NORTH ON STATE HIGHWAY 195 FOR 0.1 MILE TO THE JUNCTION WITH STATE
 LX4695'HIGHWAY 89.  CONTINUE NORTH ON STATE HIGHWAY 195 FOR 0.05 MILE
 LX4695'TO BROWNS ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON BROWNS
 LX4695'ROAD FOR 0.85 MILE TO A FORK.  TAKE THE LEFT FORK AND GO WESTERLY
 LX4695'ON CRANE HILL ROAD FOR 1.1 MILES TO THE JUNCTION WITH MANSFIELD
 LX4695'CITY ROAD.  CONTINUE WEST ON MANSFIELD CITY ROAD FOR 0.1 MILE
 LX4695'TO WHERE MANSFIELD CITY ROAD TURNS RIGHT.  CONTINUE WEST ON
 LX4695'STEARNS ROAD FOR 0.35 MILE TO AZIMUTH MARK 1 AND A GATE ON THE
 LX4695'RIGHT, JUST PAST MR. WILLARD STEARNS HOME ON THE RIGHT.
 LX4695'(CONTINUE WEST ON STEARNS ROAD FOR 0.15 MILE TO AZIMUTH MARK
 LX4695'2 ON THE LEFT).  TURN RIGHT, PASSING THROUGH THE GATE AND GO
 LX4695'NORTH ACROSS A FIELD FOR 0.2 MILE TO THE TOP OF A HILL, A LONE
 LX4695'FIR TREE AND THE STATION AS DESCRIBED.
 LX4695'
 LX4695'THE STATION MARKS ARE STANDARD DISKS STAMPED STEARNS 1975.  THE
 LX4695'SURFACE MARK IS SET IN A ROUND CONCRETE POST ABOUT 18 INCHES BELOW
 LX4695'THE GROUND SURFACE AND THE UNDERGROUND MARK IS SET IN AN IRREGULAR
 LX4695'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.  THEY
 LX4695'ARE 23 FEET SOUTHWEST OF A SMALL FIR TREE WITH A FENCE AROUND IT
 LX4695'AND 20.7 FEET WEST OF A METAL WITNESS POST.
 LX4695'
 LX4695'AZIMUTH MARK 1, STAMPED STEARNS AZI 1 1975, IS A STANDARD
 LX4695'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 3 BY 7 FOOT
 LX4695'BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 87
 LX4695'FEET EAST OF THE EAST GATE POST OF A GATE IN A ROCK FENCE, 28 FEET
 LX4695'NORTH OF THE CENTER OF STEARNS ROAD, 4.4 FEET WEST OF A METAL
 LX4695'WITNESS POST AND 2.5 FEET SOUTH OF A ROCK FENCE.
 LX4695'
 LX4695'AZIMUTH MARK 2, STAMPED STEARNS AZI 2 1975, IS A STANDARD
 LX4695'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 12 BY 18 INCH
 LX4695'BOULDER THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET
 LX4695'SOUTHWEST OF POWER LINE POLE NUMBER 4404, 26 FEET SOUTH OF THE
 LX4695'CENTER OF STEARNS ROAD, 5 FEET NORTH OF A ROCK FENCE AND 2.5 FEET
 LX4695'NORTHWEST OF A METAL WITNESS POST.
 LX4695'
 LX4695'NOTE--NO REFERENCE MARKS WERE SET, DUE TO THE STATION BEING IN
 LX4695'A CULTIVATED FIELD.
 LX4695'
 LX4695'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4831 ***********************************************************************
 LX4831  DESIGNATION -  STEARNS AZ MK 1
 LX4831  PID         -  LX4831
 LX4831  STATE/COUNTY-  CT/TOLLAND
 LX4831  USGS QUAD   -  WILLIMANTIC (1984)
 LX4831
 LX4831                         *CURRENT SURVEY CONTROL
 LX4831  ___________________________________________________________________
 LX4831* NAD 83(1996)-  41 44 59.96291(N)    072 14 01.92494(W)     ADJUSTED  
 LX4831* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 LX4831  ___________________________________________________________________
 LX4831  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX4831  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX4831
 LX4831  HORZ ORDER  -  SECOND
 LX4831
 LX4831.The horizontal coordinates were established by classical geodetic methods
 LX4831.and adjusted by the National Geodetic Survey in August 1998..
 LX4831
 LX4831.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4831
 LX4831.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4831
 LX4831.The geoid height was determined by GEOID03.
 LX4831
 LX4831;                    North         East     Units Scale Factor Converg.
 LX4831;SPC CT       -   254,332.220   347,728.837   MT  0.99999025   +0 20 32.0
 LX4831;SPC CT       -   834,421.63  1,140,840.36   sFT  0.99999025   +0 20 32.0
 LX4831;UTM  18      - 4,625,716.792   729,989.261   MT  1.00025095   +1 50 33.8
 LX4831
 LX4831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4831!SPC CT       -   0.99997880  x   0.99999025  =   0.99996905
 LX4831!UTM  18      -   0.99997880  x   1.00025095  =   1.00022975
 LX4831
 LX4831|---------------------------------------------------------------------|
 LX4831| PID    Reference Object                     Distance      Geod. Az  |
 LX4831|                                                           dddmmss.s |
 LX4831| LX4832 STEARNS AZ MK 2                     202.854 METERS 26104     |
 LX4831| LX4695 STEARNS                             325.134 METERS 35656     |
 LX4831|---------------------------------------------------------------------|
 LX4831
 LX4831                          SUPERSEDED SURVEY CONTROL
 LX4831
 LX4831  NAD 83(1996)-  41 44 59.96238(N)    072 14 01.92475(W) AD(       ) 2
 LX4831  NAD 83(1992)-  41 44 59.96240(N)    072 14 01.92479(W) AD(       ) 2
 LX4831  NAD 83(1992)-  41 44 59.96320(N)    072 14 01.92570(W) AD(       ) 2
 LX4831  NAD 83(1986)-  41 44 59.96362(N)    072 14 01.92572(W) AD(       ) 2
 LX4831  NAD 27      -  41 44 59.60736(N)    072 14 03.64401(W) AD(       ) 2
 LX4831  NGVD 29 (07/19/86)  165.2    (m)          542.     (f) VERT ANG       
 LX4831
 LX4831.Superseded values are not recommended for survey control.
 LX4831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4831.See file dsdata.txt to determine how the superseded data were derived.
 LX4831
 LX4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2998925717(NAD 83)
 LX4831_MARKER: Z = SEE DESCRIPTION
 LX4831_SETTING: 0 = UNSPECIFIED SETTING
 LX4831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4831
 LX4831  HISTORY     - Date     Condition        Report By
 LX4831  HISTORY     - 1975     MONUMENTED       NGS
 LX4831
 LX4831                          STATION DESCRIPTION
 LX4831
 LX4831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4831'TO REACH THE STATION FROM THE POST OFFICE IN MANSFIELD CENTER,
 LX4831'GO NORTH ON STATE HIGHWAY 195 FOR 0.1 MILE TO THE JUNCTION WITH
 LX4831'STATE HIGHWAY 89.  CONTINUE NORTH ON STATE HIGHWAY 195 FOR 0.05
 LX4831'MILE TO BROWNS ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON
 LX4831'BROWNS ROAD FOR 0.85 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 LX4831'WESTERLY ON CRANE HILL ROAD FOR 1.1 MILES TO THE JUNCTION WITH
 LX4831'MANSFIELD CITY ROAD.  CONTINUE WEST ON MANSFIELD CITY ROAD FOR
 LX4831'0.1 MILE TO WHERE MANSFIELD CITY ROAD TURNS RIGHT.  CONTINUE
 LX4831'WEST ON STEARNS ROAD FOR 0.35 MILE TO AZIMUTH MARK 1 AND A GATE
 LX4831'ON THE RIGHT, JUST PAST MR. WILLARD STEARNS HOME ON THE
 LX4831'RIGHT.
 LX4831'
 LX4831'AZIMUTH MARK 1, STAMPED STEARNS AZI 1 1975, IS A STANDARD
 LX4831'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 3 BY 7 FOOT
 LX4831'BOULDER THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.  IT IS 87
 LX4831'FEET EAST OF THE EAST GATE POST OF A GATE IN A ROCK FENCE, 28
 LX4831'FEET NORTH OF THE CENTER OF STEARNS ROAD, 4.4 FEET WEST OF A
 LX4831'METAL WITNESS POST AND 2.5 FEET SOUTH OF A ROCK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4832 ***********************************************************************
 LX4832  DESIGNATION -  STEARNS AZ MK 2
 LX4832  PID         -  LX4832
 LX4832  STATE/COUNTY-  CT/TOLLAND
 LX4832  USGS QUAD   -  WILLIMANTIC (1984)
 LX4832
 LX4832                         *CURRENT SURVEY CONTROL
 LX4832  ___________________________________________________________________
 LX4832* NAD 83(1996)-  41 44 58.94212(N)    072 14 10.59849(W)     ADJUSTED  
 LX4832* NAVD 88     -       162.3    (meters)     532.     (feet)  VERTCON   
 LX4832  ___________________________________________________________________
 LX4832  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX4832  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX4832
 LX4832  HORZ ORDER  -  SECOND
 LX4832
 LX4832.The horizontal coordinates were established by classical geodetic methods
 LX4832.and adjusted by the National Geodetic Survey in August 1998..
 LX4832
 LX4832.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4832
 LX4832.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4832
 LX4832.The geoid height was determined by GEOID03.
 LX4832
 LX4832;                    North         East     Units Scale Factor Converg.
 LX4832;SPC CT       -   254,299.533   347,528.637   MT  0.99999023   +0 20 26.3
 LX4832;SPC CT       -   834,314.38  1,140,183.54   sFT  0.99999023   +0 20 26.3
 LX4832;UTM  18      - 4,625,678.864   729,789.934   MT  1.00024983   +1 50 28.0
 LX4832
 LX4832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4832!SPC CT       -   0.99997921  x   0.99999023  =   0.99996944
 LX4832!UTM  18      -   0.99997921  x   1.00024983  =   1.00022904
 LX4832
 LX4832:                Primary Azimuth Mark                     Grid Az
 LX4832:SPC CT       -  STEARNS                                  026 51 21.3
 LX4832:UTM  18      -  STEARNS                                  025 21 19.6
 LX4832
 LX4832|---------------------------------------------------------------------|
 LX4832| PID    Reference Object                     Distance      Geod. Az  |
 LX4832|                                                           dddmmss.s |
 LX4832| LX4695 STEARNS                             400.437 METERS 0271147.6 |
 LX4832| LX4831 STEARNS AZ MK 1                     202.854 METERS 08104     |
 LX4832|---------------------------------------------------------------------|
 LX4832
 LX4832                          SUPERSEDED SURVEY CONTROL
 LX4832
 LX4832  NAD 83(1996)-  41 44 58.94159(N)    072 14 10.59830(W) AD(       ) 2
 LX4832  NAD 83(1992)-  41 44 58.94162(N)    072 14 10.59834(W) AD(       ) 2
 LX4832  NAD 83(1992)-  41 44 58.94241(N)    072 14 10.59925(W) AD(       ) 2
 LX4832  NAD 83(1986)-  41 44 58.94286(N)    072 14 10.59912(W) AD(       ) 2
 LX4832  NAD 27      -  41 44 58.58641(N)    072 14 12.31722(W) AD(       ) 2
 LX4832  NGVD 29 (07/19/86)  162.6    (m)          533.     (f) VERT ANG       
 LX4832
 LX4832.Superseded values are not recommended for survey control.
 LX4832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4832.See file dsdata.txt to determine how the superseded data were derived.
 LX4832
 LX4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2979025679(NAD 83)
 LX4832_MARKER: Z = SEE DESCRIPTION
 LX4832_SETTING: 0 = UNSPECIFIED SETTING
 LX4832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4832
 LX4832  HISTORY     - Date     Condition        Report By
 LX4832  HISTORY     - 1975     MONUMENTED       NGS
 LX4832
 LX4832                          STATION DESCRIPTION
 LX4832
 LX4832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4832'TO REACH THE STATION FROM THE POST OFFICE IN MANSFIELD CENTER,
 LX4832'GO NORTH ON STATE HIGHWAY 195 FOR 0.1 MILE TO THE JUNCTION WITH
 LX4832'STATE HIGHWAY 89.  CONTINUE NORTH ON STATE HIGHWAY 195 FOR 0.05
 LX4832'MILE TO BROWNS ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON
 LX4832'BROWNS ROAD FOR 0.85 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 LX4832'WESTERLY ON CRANE HILL ROAD FOR 1.1 MILES TO THE JUNCTION WITH
 LX4832'MANSFIELD CITY ROAD.  CONTINUE WEST ON MANSFIELD CITY ROAD FOR
 LX4832'0.1 MILE TO WHERE MANSFIELD CITY ROAD TURNS RIGHT.  CONTINUE WEST
 LX4832'ON STEARNS ROAD FOR 0.35 MILE TO AZIMUTH MARK 1 AND A GATE ON
 LX4832'THE RIGHT, JUST PAST MR. WILLARD STEARNS HOME ON THE RIGHT.
 LX4832'(CONTINUE WEST ON STEARNS ROAD FOR 0.15 MILE TO AZIMUTH MARK 2 ON
 LX4832'THE LEFT.)
 LX4832'
 LX4832'AZIMUTH MARK 2, STAMPED STEARNS AZI 2 1975, IS A STANDARD
 LX4832'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A 12 BY 18 INCH
 LX4832'BOULDER THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 63 FEET
 LX4832'SOUTHWEST OF POWER LINE POLE NUMBER 4404, 26 FEET SOUTH OF THE
 LX4832'CENTER OF STEARNS ROAD, 5 FEET NORTH OF A ROCK FENCE AND 2.5
 LX4832'FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3541 ***********************************************************************
 LW3541  DESIGNATION -  STERLING
 LW3541  PID         -  LW3541
 LW3541  STATE/COUNTY-  CT/WINDHAM
 LW3541  USGS QUAD   -  ONECO (1970)
 LW3541
 LW3541                         *CURRENT SURVEY CONTROL
 LW3541  ___________________________________________________________________
 LW3541* NAD 83(1996)-  41 39 49.16956(N)    071 50 56.10883(W)     ADJUSTED  
 LW3541* NAVD 88     -       204.5    (meters)     671.     (feet)  VERTCON   
 LW3541  ___________________________________________________________________
 LW3541  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LW3541  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW3541
 LW3541  HORZ ORDER  -  FIRST
 LW3541
 LW3541.The horizontal coordinates were established by classical geodetic methods
 LW3541.and adjusted by the National Geodetic Survey in August 1998..
 LW3541
 LW3541.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3541
 LW3541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3541
 LW3541.The geoid height was determined by GEOID03.
 LW3541
 LW3541;                    North         East     Units Scale Factor Converg.
 LW3541;SPC CT       -   245,006.781   379,845.255   MT  0.99998571   +0 35 50.9
 LW3541;SPC CT       -   803,826.41  1,246,208.97   sFT  0.99998571   +0 35 50.9
 LW3541;SPC RI       -    64,509.958    70,940.216   MT  1.00000414   -0 13 55.0
 LW3541;SPC RI       -   211,646.42    232,743.03   sFT  1.00000414   -0 13 55.0
 LW3541;UTM  19      - 4,616,355.415   262,809.393   MT  1.00029238   -1 53 41.0
 LW3541
 LW3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3541!SPC CT       -   0.99997266  x   0.99998571  =   0.99995837
 LW3541!SPC RI       -   0.99997266  x   1.00000414  =   0.99997680
 LW3541!UTM  19      -   0.99997266  x   1.00029238  =   1.00026503
 LW3541
 LW3541:                Primary Azimuth Mark                     Grid Az
 LW3541:SPC CT       -  STERLING CONG CHURCH SPIRE               003 01 00.8
 LW3541:SPC RI       -  STERLING CONG CHURCH SPIRE               003 50 46.7
 LW3541:UTM  19      -  STERLING CONG CHURCH SPIRE               005 30 32.7
 LW3541
 LW3541|---------------------------------------------------------------------|
 LW3541| PID    Reference Object                     Distance      Geod. Az  |
 LW3541|                                                           dddmmss.s |
 LW3541| LW3539 STERLING CONG CHURCH SPIRE          APPROX. 3.0 KM 0033651.7 |
 LW3541| CB8564 STERLING AZ MK                                     0051610.3 |
 LW3541| CB8567 STERLING RM 3                        27.120 METERS 01636     |
 LW3541| CB8565 STERLING RM 1                        79.099 METERS 06028     |
 LW3541| CB8566 STERLING RM 2                        91.471 METERS 14018     |
 LW3541| LW3538 EKNOK CONG CHURCH SPIRE             APPROX. 2.3 KM 1751804.3 |
 LW3541| CB8568 STERLING RM 4                        22.333 METERS 30145     |
 LW3541| LW3540 STERLING FIRE LOOKOUT TOWER          12.718 METERS 33511     |
 LW3541|---------------------------------------------------------------------|
 LW3541
 LW3541                          SUPERSEDED SURVEY CONTROL
 LW3541
 LW3541  NAD 83(1996)-  41 39 49.16859(N)    071 50 56.10836(W) AD(       ) 1
 LW3541  NAD 83(1992)-  41 39 49.16851(N)    071 50 56.10819(W) AD(       ) 1
 LW3541  NAD 83(1992)-  41 39 49.16840(N)    071 50 56.10879(W) AD(       ) 1
 LW3541  NAD 83(1986)-  41 39 49.16847(N)    071 50 56.10854(W) AD(       ) 1
 LW3541  NAD 27      -  41 39 48.81134(N)    071 50 57.84833(W) AD(       ) 1
 LW3541  NGVD 29 (07/19/86)  204.7    (m)          672.     (f) VERT ANG       
 LW3541
 LW3541.Superseded values are not recommended for survey control.
 LW3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3541.See file dsdata.txt to determine how the superseded data were derived.
 LW3541
 LW3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6280916355(NAD 83)
 LW3541_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3541+STABILITY: SURFACE MOTION
 LW3541
 LW3541  HISTORY     - Date     Condition        Report By
 LW3541  HISTORY     - 1937     MONUMENTED       CTGS
 LW3541  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3541  HISTORY     - 1974     GOOD             NGS
 LW3541  HISTORY     - 19961125 POOR             USPSQD
 LW3541
 LW3541                          STATION DESCRIPTION
 LW3541
 LW3541'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3541'STATION IS A STANDARD DISK STAMPED STERLING-1937 SET IN A CONCRETE
 LW3541'MONUMENT.  ON A HIGH BARREN HILL, CALLED STERLING HILL, 41.67
 LW3541'FEET SOUTH OF THE STERLING HILL FIRE TOWER.  3-1/2 MILES SOUTHEAST
 LW3541'OF ONECO.  12 FEET NORTH OF EAST-WEST WIRE FENCE, 53 FEET EAST AND
 LW3541'46 FEET WEST OF A NORTH-SOUTH WIRE FENCE AND 1000 FENCE WEST OF
 LW3541'NORTH-SOUTH HIGHWAY 95.  STERLING FIRE TOWER IS A 60-FOOT STEEL
 LW3541'TOWER ABOUT 20 FEET SQUARE AT BOTTOM, 8 FEET AT TOP.  THE
 LW3541'CENTER OF TOWER AT TOP WAS POINT OBSERVED ON.
 LW3541'
 LW3541'TO REACH FROM ONECO POST OFFICE, TAKE ROUTE 211 WEST FOR 2.1
 LW3541'MILES TO PAVED T-ROAD.  TURN LEFT (SOUTH) ON ROUTE 95 AND GO
 LW3541'1.8 MILES TO DIRT ROAD AT SIGN STERLING FIRE TOWER.  TURN UP
 LW3541'DIRT ROAD 1000 FEET TO STERLING FIRE TOWER AND STATION.
 LW3541'
 LW3541'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED STERLING-NO. 1-1937
 LW3541'SET IN SMALL OUTCROP 1 FOOT IN DIAMETER, 259.52 FEET EAST OF
 LW3541'STATION.  IT IS 40 FEET SOUTH OF ROAD LEADING TO TOWER AND 50
 LW3541'FEET WEST OF NORTH-SOUTH STONE WALL.  REFERENCE MARK NO. 2 IS
 LW3541'A STANDARD DISK STAMPED STERLING-1937-NO. 2 SET IN OUTCROP
 LW3541'(2 FEET IN DIAMETER) 300.10 FEET SOUTH-SOUTHEAST OF STATION, IN
 LW3541'AN OPEN FIELD, (ABOUT 200 FEET NORTH OF EAST-WEST STONE WALL,
 LW3541'200 FEET WEST OF NORTH-SOUTH STONE WALL, 240 FEET EAST OF
 LW3541'NORTH-SOUTH STONE WALL).
 LW3541'
 LW3541'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LW3541'DISKS SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A
 LW3541'AND 12A.
 LW3541'
 LW3541'AZIMUTH MARK IS A STANDARD DISK STERLING-1937 SET IN LARGE
 LW3541'BOULDER (3 FEET IN DIAMETER, 2-1/2 FEET HIGH) ON WEST OF ROUTE
 LW3541'95 JUST SOUTH OF BARGATE, 35 FEET NORTH OF SNET POLE 503 AND ABOUT
 LW3541'100 FEET NORTH OF FRAME HOUSE.
 LW3541
 LW3541                          STATION RECOVERY (1973)
 LW3541
 LW3541'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3541'STERLING 1937 EXCELLENT
 LW3541'
 LW3541'STERLING AZIMUTH MARK GOOD
 LW3541'
 LW3541'AZIMUTH MARK IS ABOUT 0.15 MILE NORTH OF 2 STORY FRAME HOUSE
 LW3541'ON WEST SIDE OF ROAD.
 LW3541
 LW3541                          STATION RECOVERY (1974)
 LW3541
 LW3541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3541'THE STATION AND AZIMUTH MARK WERE RECOVERED.  REFERENCE MARKS
 LW3541'1 AND 2 WERE NOT RECOVERED.  THE DIRECTION TO THE AZIMUTH MARK
 LW3541'WAS FOUND GREATER BY 15.4 SECONDS.  A SECOND OBSERVATION WAS
 LW3541'MADE WITH THE RESULTS BEING THE SAME.  A REFERENCE MARK 3 AND
 LW3541'4 WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION
 LW3541'FOLLOWS.
 LW3541'
 LW3541'STATION IS ABOUT 6-1/2 MILES NORTH OF VOLUNTOWN, 3 MILES WEST OF
 LW3541'THE RHODE ISLAND STATE LINE, 3 MILES SOUTHWEST OF ONECO, 2 MILES
 LW3541'SOUTH OF STERLING HILL, ON A HILL KNOWN AS STERLING HILL, AT
 LW3541'THE SITE OF THE STERLING LOOKOUT TOWER AND ON PROPERTY OWNED
 LW3541'BY THE STATE.
 LW3541'
 LW3541'TO REACH THE STATION FROM THE POST OFFICE IN VOLUNTOWN, GO
 LW3541'EAST ON STATE HIGHWAY 138 FOR 0.4 MILE TO THE JUNCTION OF STATE
 LW3541'HIGHWAYS 49 AND 165.  CONTINUE EAST ON HIGHWAYS 49, 138 AND 165
 LW3541'FOR 0.4 MILE TO WHERE HIGHWAY 49 TURNS NORTH.  TURN LEFT AND GO
 LW3541'NORTH ON HIGHWAY 49 FOR 5.0 MILES TO THE WINDHAM-NEW LONDON
 LW3541'COUNTY LINE, EKONK CHURCH ON THE RIGHT AND EKONK GRANGE HALL ON
 LW3541'THE LEFT.  CONTINUE NORTH ON HIGHWAY 49 FOR 1.5 MILES TO A
 LW3541'TRACK ROAD ON THE LEFT ALONG THE SOUTH SIDE OF A ROCK FENCE AND
 LW3541'JUST NORTH OF MR. F.G. SULLIVANS HOME ON THE LEFT.  (TO REACH
 LW3541'THE AZIMUTH MARK FROM HERE, CONTINUE NORTH ON HIGHWAY 49
 LW3541'FOR 0.3 MILE TO A GAP IN A ROCK FENCE ON THE LEFT AND THE MARK
 LW3541'ON THE LEFT AS DESCRIBED).  TURN LEFT AND GO WEST ON THE TRACK
 LW3541'ROAD FOR 0.15 MILE TO THE STERLING LOOKOUT TOWER AND THE
 LW3541'STATION AS DESCRIBED.
 LW3541'
 LW3541'STATION MARK, STAMPED STERING 1937, IS A STANDARD DISK SET IN
 LW3541'A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 LW3541'GROUND SURFACE (THE 1937 DESCRIPTION DOES NOT MENTION AN
 LW3541'UNDERGROUND MARK).  IT IS 54 FEET EAST OF THE SOUTHWEST CORNER
 LW3541'OF A FENCE AROUND THE LOOKOUT TOWER, 47 FEET WEST OF THE
 LW3541'SOUTHEAST CORNER OF THE FENCE, 37 FEET SOUTHEAST OF THE
 LW3541'SOUTHWEST LEG OF THE LOOKOUT TOWER, 33.3 FEET SOUTH OF THE
 LW3541'SOUTHEAST LEG OF THE LOOKOUT TOWER, 10.5 FEET NORTH OF A FENCE
 LW3541'LINE AND 5 FEET NORTH OF A METAL WITNESS POST.
 LW3541'
 LW3541'REFERENCE MARK 3, STAMPED STERLING 1937 NO 3 1974, IS A
 LW3541'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 LW3541'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET NORTHEAST OF
 LW3541'THE NORTHEAST LEG OF THE LOOKOUT TOWER, 25 FEET SOUTH OF A ROCK
 LW3541'FENCE, 1.5 FEET WEST OF THE NORTHEAST FENCE CORNER AND 1.5 FEET
 LW3541'SOUTHWEST OF A METAL WITNESS POST.
 LW3541'
 LW3541'REFERENCE MARK 4, STAMPED STERLING 1937 NO 4 1974, IS A
 LW3541'STANDARD DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS
 LW3541'ABOUT 1-INCH ABOVE THE GROUND SURFACE.  IT IS 35.5 FEET WEST OF
 LW3541'THE NORTHWEST LEG OF THE LOOKOUT TOWER, 1.5 FEET EAST OF A
 LW3541'FENCE LINE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LW3541'
 LW3541'AZIMUTH MARK, STAMPED STERLING 1937, IS A STANDARD DISK
 LW3541'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 LW3541'2-1/2 FEET ABOVE THE GROUND SURFACE AND IS ABOUT 3 FEET IN
 LW3541'DIAMETER.  IT IS 48 FEET NORTHWEST OF POWER POLE NUMBER 504,
 LW3541'24 FEET WEST OF CENTER OF STATE HIGHWAY 49 AND 10 FEET SOUTH
 LW3541'OF CENTER OF THE GAP IN THE ROCK FENCE.
 LW3541'
 LW3541'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 LW3541'
 LW3541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3541'2 MILES SOUTH OF STERLING HILL.
 LW3541
 LW3541                          STATION RECOVERY (1996)
 LW3541
 LW3541'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3541'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3555 ***********************************************************************
 LW3555  DESIGNATION -  STERLING BAP CHURCH SPIRE
 LW3555  PID         -  LW3555
 LW3555  STATE/COUNTY-  CT/WINDHAM
 LW3555  USGS QUAD   -  ONECO (1970)
 LW3555
 LW3555                         *CURRENT SURVEY CONTROL
 LW3555  ___________________________________________________________________
 LW3555* NAD 83(1996)-  41 41 27.75214(N)    071 50 47.81343(W)     ADJUSTED  
 LW3555* NAVD 88     -                                                        
 LW3555  ___________________________________________________________________
 LW3555  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LW3555  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW3555
 LW3555  HORZ ORDER  -  THIRD
 LW3555
 LW3555.The horizontal coordinates were established by classical geodetic methods
 LW3555.and adjusted by the National Geodetic Survey in August 1998..
 LW3555
 LW3555
 LW3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3555
 LW3555.The geoid height was determined by GEOID03.
 LW3555
 LW3555;                    North         East     Units Scale Factor Converg.
 LW3555;SPC CT       -   248,050.042   380,005.359   MT  0.99998690   +0 35 56.4
 LW3555;SPC CT       -   813,810.85  1,246,734.25   sFT  0.99998690   +0 35 56.4
 LW3555;SPC RI       -    67,550.636    71,144.363   MT  1.00000399   -0 13 49.9
 LW3555;SPC RI       -   221,622.38    233,412.80   sFT  1.00000399   -0 13 49.9
 LW3555;UTM  19      - 4,619,389.759   263,101.792   MT  1.00029067   -1 53 39.1
 LW3555
 LW3555                          SUPERSEDED SURVEY CONTROL
 LW3555
 LW3555  NAD 83(1996)-  41 41 27.75123(N)    071 50 47.81301(W) AD(       ) 4
 LW3555  NAD 83(1992)-  41 41 27.75106(N)    071 50 47.81278(W) AD(       ) 4
 LW3555  NAD 83(1992)-  41 41 27.75092(N)    071 50 47.81333(W) AD(       ) 4
 LW3555  NAD 83(1986)-  41 41 27.75086(N)    071 50 47.81302(W) AD(       ) 4
 LW3555  NAD 27      -  41 41 27.39273(N)    071 50 49.55169(W) AD(       ) 3
 LW3555
 LW3555.Superseded values are not recommended for survey control.
 LW3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3555.See file dsdata.txt to determine how the superseded data were derived.
 LW3555
 LW3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6310219390(NAD 83)
 LW3555
 LW3555  HISTORY     - Date     Condition        Report By
 LW3555  HISTORY     - UNK      MONUMENTED
 LW3555  HISTORY     - 1975     GOOD             NGS
 LW3555  HISTORY     - 19961125 GOOD             USPSQD
 LW3555
 LW3555                          STATION DESCRIPTION
 LW3555
 LW3555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3555'THIS STATION WAS NAMED STERLING CONG CH SPIRE IN 1937.
 LW3555'
 LW3555'THE STATION IS THE APEX OF THE SPIRE ATOP THE FIRST BAPTIST
 LW3555'CHURCH IN STERLING HILL.  THE SPIRE IS PAINTED WHITE AND IS
 LW3555'ABOUT 50 FEET HIGH.
 LW3555'
 LW3555'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14A AND 49 IN
 LW3555'STERLING HILL, GO EAST ON HIGHWAY 14A FOR 0.2 MILE TO THE
 LW3555'JUNCTION OF GREEN LANE AND THE CHURCH IN THE NORTHEAST ANGLE
 LW3555'OF THE INTERSECTION.
 LW3555'
 LW3555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3555'IN STERLING HILL.
 LW3555
 LW3555                          STATION RECOVERY (1996)
 LW3555
 LW3555'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3539 ***********************************************************************
 LW3539  DESIGNATION -  STERLING CONG CHURCH SPIRE
 LW3539  PID         -  LW3539
 LW3539  STATE/COUNTY-  CT/WINDHAM
 LW3539  USGS QUAD   -  ONECO (1970)
 LW3539
 LW3539                         *CURRENT SURVEY CONTROL
 LW3539  ___________________________________________________________________
 LW3539* NAD 83(1996)-  41 41 27.74680(N)    071 50 47.80152(W)     ADJUSTED  
 LW3539* NAVD 88     -                                                        
 LW3539  ___________________________________________________________________
 LW3539  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 LW3539  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LW3539
 LW3539  HORZ ORDER  -  THIRD
 LW3539
 LW3539.The horizontal coordinates were established by classical geodetic methods
 LW3539.and adjusted by the National Geodetic Survey in August 1998..
 LW3539
 LW3539
 LW3539.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3539
 LW3539.The geoid height was determined by GEOID03.
 LW3539
 LW3539;                    North         East     Units Scale Factor Converg.
 LW3539;SPC CT       -   248,049.880   380,005.636   MT  0.99998690   +0 35 56.4
 LW3539;SPC CT       -   813,810.31  1,246,735.16   sFT  0.99998690   +0 35 56.4
 LW3539;SPC RI       -    67,550.470    71,144.638   MT  1.00000399   -0 13 49.9
 LW3539;SPC RI       -   221,621.83    233,413.70   sFT  1.00000399   -0 13 49.9
 LW3539;UTM  19      - 4,619,389.585   263,102.062   MT  1.00029066   -1 53 39.1
 LW3539
 LW3539                          SUPERSEDED SURVEY CONTROL
 LW3539
 LW3539  NAD 83(1996)-  41 41 27.74567(N)    071 50 47.80109(W) AD(       ) 4
 LW3539  NAD 83(1992)-  41 41 27.74574(N)    071 50 47.80086(W) AD(       ) 4
 LW3539  NAD 83(1992)-  41 41 27.74555(N)    071 50 47.80141(W) AD(       ) 4
 LW3539  NAD 83(1986)-  41 41 27.74559(N)    071 50 47.80107(W) AD(       ) 4
 LW3539  NAD 27      -  41 41 27.38084(N)    071 50 49.53363(W) AD(       ) 3
 LW3539
 LW3539.Superseded values are not recommended for survey control.
 LW3539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3539.See file dsdata.txt to determine how the superseded data were derived.
 LW3539
 LW3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6310219390(NAD 83)
 LW3539
 LW3539  HISTORY     - Date     Condition        Report By
 LW3539  HISTORY     - 1937     MONUMENTED       CTGS
 LW3539  HISTORY     - 1962     SEE DESCRIPTION  CTGS
 LW3539  HISTORY     - 1988     GOOD             USPSQD
 LW3539  HISTORY     - 19961125 GOOD             USPSQD
 LW3539
 LW3539                          STATION DESCRIPTION
 LW3539
 LW3539'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3539'A TALL WHITE, FRAME SPIRE ABOUT 60 FEET ABOVE THE GROUND ON TOP
 LW3539'OF A WHITE, FRAME CHURCH, SITUATED IN THE CENTER OF STERLING
 LW3539'ON THE NORTH SIDE OF ROUTE 211, 1/2 MILE EAST OF ROUTE 95.  IT
 LW3539'WAS OBSERVED FROM STATIONS, STERLING (V.G.), ORR, AND ESCOHEAG.
 LW3539
 LW3539                          STATION RECOVERY (1962)
 LW3539
 LW3539'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1962
 LW3539'AS PER CONNECTICUT GEODETIC STATE SURVEY, THE ABOVE STATION
 LW3539'WAS DESTROYED AND REBUILT IN 1938, AND THE SPIRE WAS NOT REBUILT
 LW3539'IN THE SAME POSITION.  PUBLISHED POSITION--41 41 27.383
 LW3539'
 LW3539'71 50 49.539
 LW3539'
 LW3539'THIS POSITION COULD NOT BE CHECKED BY CONN. S.G.S. PERSONNEL.
 LW3539
 LW3539                          STATION RECOVERY (1988)
 LW3539
 LW3539'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3539'RECOVERED IN GOOD CONDITION.
 LW3539
 LW3539                          STATION RECOVERY (1996)
 LW3539
 LW3539'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3540 ***********************************************************************
 LW3540  DESIGNATION -  STERLING FIRE LOOKOUT TOWER
 LW3540  PID         -  LW3540
 LW3540  STATE/COUNTY-  CT/WINDHAM
 LW3540  USGS QUAD   -  ONECO (1970)
 LW3540
 LW3540                         *CURRENT SURVEY CONTROL
 LW3540  ___________________________________________________________________
 LW3540* NAD 83(1996)-  41 39 49.54374(N)    071 50 56.33953(W)     ADJUSTED  
 LW3540* NAVD 88     -                                                        
 LW3540  ___________________________________________________________________
 LW3540  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 LW3540  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW3540
 LW3540  HORZ ORDER  -  THIRD
 LW3540
 LW3540.The horizontal coordinates were established by classical geodetic methods
 LW3540.and adjusted by the National Geodetic Survey in August 1998..
 LW3540
 LW3540
 LW3540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3540
 LW3540.The geoid height was determined by GEOID03.
 LW3540
 LW3540;                    North         East     Units Scale Factor Converg.
 LW3540;SPC CT       -   245,018.269   379,839.797   MT  0.99998571   +0 35 50.7
 LW3540;SPC CT       -   803,864.10  1,246,191.07   sFT  0.99998571   +0 35 50.7
 LW3540;SPC RI       -    64,521.523    70,934.926   MT  1.00000414   -0 13 55.2
 LW3540;SPC RI       -   211,684.36    232,725.67   sFT  1.00000414   -0 13 55.2
 LW3540;UTM  19      - 4,616,367.133   262,804.439   MT  1.00029241   -1 53 41.2
 LW3540
 LW3540                          SUPERSEDED SURVEY CONTROL
 LW3540
 LW3540  NAD 83(1996)-  41 39 49.54277(N)    071 50 56.33906(W) AD(       ) 4
 LW3540  NAD 83(1992)-  41 39 49.54269(N)    071 50 56.33888(W) AD(       ) 4
 LW3540  NAD 83(1992)-  41 39 49.54257(N)    071 50 56.33948(W) AD(       ) 4
 LW3540  NAD 83(1986)-  41 39 49.54282(N)    071 50 56.33874(W) AD(       ) 4
 LW3540  NAD 27      -  41 39 49.18606(N)    071 50 58.07915(W) AD(       ) 3
 LW3540
 LW3540.Superseded values are not recommended for survey control.
 LW3540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3540.See file dsdata.txt to determine how the superseded data were derived.
 LW3540
 LW3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6280416367(NAD 83)
 LW3540_MARKER: 57 = LOOKOUT TOWER
 LW3540
 LW3540  HISTORY     - Date     Condition        Report By
 LW3540  HISTORY     - 1937     FIRST OBSERVED   CTGS
 LW3540  HISTORY     - 1973     GOOD             CTGS
 LW3540  HISTORY     - 1975     GOOD             NGS
 LW3540  HISTORY     - 1988     POOR             USPSQD
 LW3540  HISTORY     - 19961125 GOOD             USPSQD
 LW3540
 LW3540                          STATION DESCRIPTION
 LW3540
 LW3540'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3540'A 60-FOOT STEEL LOOKOUT TOWER SITUATED ON A BARREN HILL ABOUT
 LW3540'1 MILE NORTH OF THE VOLUNTOWN-STERLING TOWN LINE, 600 FEET WEST
 LW3540'OF ROUTE 95.
 LW3540'
 LW3540'THE POINT OBSERVED ON WAS THE CENTER OF THE TOWER AT THE TOP.  IT
 LW3540'WAS OBSERVED FROM STATIONS BITGOOD, ORR, AND ESCOHEAG.
 LW3540
 LW3540                          STATION RECOVERY (1973)
 LW3540
 LW3540'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3540'EXCELLENT
 LW3540
 LW3540                          STATION RECOVERY (1975)
 LW3540
 LW3540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3540'THE STATION IS THE APEX OF THE ROOF OF THE STERLING LOOKOUT
 LW3540'TOWER.  THE TOWER IS A STANDARD FIRE LOOKOUT TOWER WITH A METAL
 LW3540'CABIN ON TOP SUPPORTED BY 4 LEGS.  IT IS OWNED BY THE STATE OF
 LW3540'CONNECTICUT.
 LW3540'
 LW3540'STATION IS 6-1/2 MILES NORTH OF VOLUNTOWN, 2 MILES SOUTH OF
 LW3540'STERLING HILL, JUST WEST OF STATE HIGHWAY 49 AND ON A HILL KNOWN
 LW3540'AS STERLING HILL.
 LW3540'
 LW3540'TO REACH THE STATION FROM THE NEW LONDON-WINDHAM COUNTY LINE
 LW3540'ON STATE HIGHWAY 49 ABOUT 5 MILES NORTH OF VOLUNTOWN, GO ON
 LW3540'HIGHWAY 49 FOR 1.5 MILES TO A TRACK ROAD ON THE LEFT ALONG THE
 LW3540'SOUTH SIDE OF A ROCK FENCE AND JUST NORTH OF MR. F.G. SULLIVANS
 LW3540'HOME ON THE LEFT.  TURN LEFT AND GO WEST ON THE TRACK ROAD
 LW3540'FOR 0.15 MILE TO THE TOWER.
 LW3540
 LW3540                          STATION RECOVERY (1988)
 LW3540
 LW3540'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3540'MARK RECOVERED IN POOR CONDITION.
 LW3540
 LW3540                          STATION RECOVERY (1996)
 LW3540
 LW3540'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6505 ***********************************************************************
 LX6505  DESIGNATION -  STERLING TOWER
 LX6505  PID         -  LX6505
 LX6505  STATE/COUNTY-  CT/NEW HAVEN
 LX6505  USGS QUAD   -  NEW HAVEN (1984)
 LX6505
 LX6505                         *CURRENT SURVEY CONTROL
 LX6505  ___________________________________________________________________
 LX6505* NAD 83(1996)-  41 18 42.73000(N)    072 55 31.00714(W)     ADJUSTED  
 LX6505* NAVD 88     -                                                        
 LX6505  ___________________________________________________________________
 LX6505  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 LX6505  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX6505
 LX6505  HORZ ORDER  -  THIRD
 LX6505
 LX6505.The horizontal coordinates were established by classical geodetic methods
 LX6505.and adjusted by the National Geodetic Survey in August 1998..
 LX6505
 LX6505
 LX6505.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6505
 LX6505.The geoid height was determined by GEOID03.
 LX6505
 LX6505;                    North         East     Units Scale Factor Converg.
 LX6505;SPC CT       -   205,560.135   290,123.294   MT  0.99999059   -0 06 58.4
 LX6505;SPC CT       -   674,408.54    951,846.17   sFT  0.99999059   -0 06 58.4
 LX6505;SPC NY L     -   127,727.249   389,994.436   MT  1.00002733   +0 42 10.6
 LX6505;SPC NY L     -   419,051.82  1,279,506.75   sFT  1.00002733   +0 42 10.6
 LX6505;UTM  18      - 4,575,454.689   673,667.046   MT  0.99997119   +1 22 11.9
 LX6505
 LX6505                          SUPERSEDED SURVEY CONTROL
 LX6505
 LX6505  NAD 83(1992)-  41 18 42.72906(N)    072 55 31.00698(W) AD(       ) 4
 LX6505  NAD 83(1986)-  41 18 42.73112(N)    072 55 31.01057(W) AD(       ) 4
 LX6505  NAD 27      -  41 18 42.39000(N)    072 55 32.64500(W) AD(       ) 3
 LX6505
 LX6505.Superseded values are not recommended for survey control.
 LX6505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6505.See file dsdata.txt to determine how the superseded data were derived.
 LX6505
 LX6505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7366775455(NAD 83)
 LX6505
 LX6505  HISTORY     - Date     Condition        Report By
 LX6505  HISTORY     - 1933     MONUMENTED       CGS
 LX6505  HISTORY     - 1984     GOOD             USPSQD
 LX6505
 LX6505                          STATION DESCRIPTION
 LX6505
 LX6505'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6505'THIS STATION IS ON THE STERLING TOWER WHICH IS THE BUILDING
 LX6505'JOINING STRATHCONA HALL AND SHEFFIELD HALL.  IT IS LOCATED AT THE
 LX6505'INTERSECTION OF PROSPECT AND GROVE STREETS, DIAGONALLY ACROSS THE
 LX6505'INTERSECTION FROM WOOLSEY HALL.  THE TOWER IS SQUARE AND BUILT OF
 LX6505'WHITE LIMESTONE.  AT TOP THERE IS A SMALL POINTED LIMESTONE
 LX6505'STRUCTURE ON EACH OF FOUR CORNER.
 LX6505'
 LX6505'CENTER IS THE CENTER LINE OF THE TOWER.  THE TOWER IS 200 FEET
 LX6505'HIGH.
 LX6505
 LX6505                          STATION RECOVERY (1984)
 LX6505
 LX6505'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6505'EVERYTHING APPEARS TO BE IN GOOD SHAPE - DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6193 ***********************************************************************
 LX6193  DESIGNATION -  STEVENS
 LX6193  PID         -  LX6193
 LX6193  STATE/COUNTY-  CT/MIDDLESEX
 LX6193  USGS QUAD   -  CLINTON (1984)
 LX6193
 LX6193                         *CURRENT SURVEY CONTROL
 LX6193  ___________________________________________________________________
 LX6193* NAD 83(1996)-  41 18 15.66691(N)    072 32 46.92571(W)     ADJUSTED  
 LX6193* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 LX6193  ___________________________________________________________________
 LX6193  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 LX6193  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX6193
 LX6193  HORZ ORDER  -  FIRST
 LX6193
 LX6193.The horizontal coordinates were established by classical geodetic methods
 LX6193.and adjusted by the National Geodetic Survey in August 1998..
 LX6193
 LX6193.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6193
 LX6193.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6193
 LX6193.The geoid height was determined by GEOID03.
 LX6193
 LX6193;                    North         East     Units Scale Factor Converg.
 LX6193;SPC CT       -   204,730.455   321,853.985   MT  0.99999111   +0 08 06.1
 LX6193;SPC CT       -   671,686.50  1,055,949.28   sFT  0.99999111   +0 08 06.1
 LX6193;SPC NY L     -   127,350.346   421,734.877   MT  1.00002628   +0 57 02.9
 LX6193;SPC NY L     -   417,815.26  1,383,641.84   sFT  1.00002628   +0 57 02.9
 LX6193;UTM  18      - 4,575,447.955   705,410.244   MT  1.00011930   +1 37 12.4
 LX6193
 LX6193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6193!SPC CT       -   0.99999624  x   0.99999111  =   0.99998735
 LX6193!SPC NY L     -   0.99999624  x   1.00002628  =   1.00002252
 LX6193!UTM  18      -   0.99999624  x   1.00011930  =   1.00011554
 LX6193
 LX6193:                Primary Azimuth Mark                     Grid Az
 LX6193:SPC CT       -  TOWER HILL                               021 09 51.0
 LX6193:SPC NY L     -  TOWER HILL                               020 20 54.2
 LX6193:UTM  18      -  TOWER HILL                               019 40 44.7
 LX6193
 LX6193|---------------------------------------------------------------------|
 LX6193| PID    Reference Object                     Distance      Geod. Az  |
 LX6193|                                                           dddmmss.s |
 LX6193| LX6192 TOWER HILL                          APPROX. 6.2 KM 0211757.1 |
 LX6193| CZ7976 STEVENS RM 1                         19.185 METERS 05808     |
 LX6193| LX5878 DALYS PINE                          APPROX. 4.6 KM 0883104.2 |
 LX6193| LX5873 DUCK ISLAND W BREAKWATER LT         APPROX. 7.4 KM 1360810.0 |
 LX6193| CZ7977 STEVENS RM 2                         29.951 METERS 13938     |
 LX6193| LX6180 CLINTON CONG CHURCH BELFRY          APPROX. 3.5 KM 1454629.1 |
 LX6193| LX6181 CLINTON METH CHURCH BELFRY          APPROX. 3.4 KM 1511451.6 |
 LX6193| LX6186 POND TANK                           APPROX. 3.0 KM 1535559.7 |
 LX6193| LX6330 KELSEY POINT BREAKWATER LT          APPROX. 7.5 KM 1543556.8 |
 LX6193| LX6210 STEVENS RM 3 AZIMUTH TPT            197.118 METERS 15841     |
 LX6193| LX6211 STEVENS RM 3 AZIMUTH                205.485 METERS 16125     |
 LX6193| LX6184 WALLERS WINDMILL                    APPROX. 3.6 KM 1623001.9 |
 LX6193| LX6194 MEIGS POINT CHIMNEY                 APPROX. 5.8 KM 1795757.0 |
 LX6193| LX6190 CLAMHOUSE STACK                     APPROX. 4.7 KM 1971204.6 |
 LX6193| LX6203 MADISON CONG CHURCH TOWER           APPROX. 5.5 KM 2401935.3 |
 LX6193| LX6236 NORTHAMS HOUSE                      APPROX. 8.1 KM 3024548.2 |
 LX6193| LX6216 KILLINGWORTH ST POLICE MAST         APPROX. 6.0 KM 3114052.3 |
 LX6193| LX6198 KILLINGWORTH CONG CH DOME           APPROX. 6.7 KM 3460349.9 |
 LX6193|---------------------------------------------------------------------|
 LX6193
 LX6193                          SUPERSEDED SURVEY CONTROL
 LX6193
 LX6193  NAD 83(1992)-  41 18 15.66602(N)    072 32 46.92548(W) AD(       ) 1
 LX6193  NAD 83(1986)-  41 18 15.66811(N)    072 32 46.92859(W) AD(       ) 1
 LX6193  NAD 27      -  41 18 15.31784(N)    072 32 48.60040(W) AD(       ) 1
 LX6193  NGVD 29 (07/19/86)   54.5    (m)          179.     (f) VERT ANG       
 LX6193
 LX6193.Superseded values are not recommended for survey control.
 LX6193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6193.See file dsdata.txt to determine how the superseded data were derived.
 LX6193
 LX6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0541075448(NAD 83)
 LX6193_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6193_SETTING: 80 = SET IN A BOULDER
 LX6193_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6193+STABILITY: SURFACE MOTION
 LX6193
 LX6193  HISTORY     - Date     Condition        Report By
 LX6193  HISTORY     - 1934     MONUMENTED       CGS
 LX6193  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6193  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX6193  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6193  HISTORY     - 19970403 GOOD             USPSQD
 LX6193
 LX6193                          STATION DESCRIPTION
 LX6193
 LX6193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6193'THIS STATION IS LOCATED ON THE PROPERTY OF THE STEVENS HOMESTEAD
 LX6193'IN THE COW HILL DISTRICT OF CLINTON.  THIS PLACE IS ONE OF THE
 LX6193'LANDMARKS OF THE TOWN, THE HOME BEING MORE THAN 200 YEARS OLD.  IT
 LX6193'IS FURTHER IDENTIFIED BY FOUR TALL PINES GROWING IN THE YARD.  TO
 LX6193'APPROACH FROM CLINTON--TURN OFF THE POST ROAD (ROUTE 1) ON HULL
 LX6193'STREET (ROUTE 81).  PASS IMMEDIATELY UNDER THE SHORE LINE
 LX6193'DIVISION TRACKS OF THE NEW HAVEN RAILROAD.  TURN SHARP RIGHT
 LX6193'AND THEN LEFT.  TURN LEFT OFF ROUTE 81 ON THE ROAD TO COW HILL.
 LX6193'THIS LASST TURN IS 1.2 MILES FROM THE POINT OF DEPARTURE IN
 LX6193'CLINTON.  FOLLOW THE COW HILL ROAD 1.1 MILES TO THE
 LX6193'STEVENS PLACE, JUST BEYOND THE COW HILL SCHOOLHOUSE.  THE
 LX6193'STATION IS IN THE FIRST FIELD S OF THE STEVENS HOUSE, ABOUT 61
 LX6193'METERS W OF THE CENTER LINE OF THE MAIN ROAD AND 3.5 METERS E
 LX6193'OF A STONE BOUNDARY FENCE.  THE FLAGPOLE OF THE COW HILL RED
 LX6193'SCHOOLHOUSE ASSOCIATION BEARS S 75 DEG E (MAGNETIC) AND IS 67.5
 LX6193'METERS DISTANT.  THE SW CORNER OF THE STEVENS HOUSE BEARS N 55
 LX6193'DEG E (MAGNETIC) AND IS 46.7 METERS DISTANT.
 LX6193'
 LX6193'STATION, AND REFERENCE MARKSARE STANDARD BRONZE DISKS SET IN
 LX6193'A BOULDER AS DESCRIBED IN NOTES 4, AND 12C.
 LX6193'
 LX6193'ALL REFERENCE MARKS ARE IN EMBEDDED BOULDERS THAT PROJECT BUT
 LX6193'A SHORT DISTANCE ABOVE GROUND.  REFERENCE MARK NO.1 AND
 LX6193'REFERENCE MARK NO.2 ARE IN THE SAME FIELD AS THE
 LX6193'STATION.  REFERENCE MARK NO.3 IS IN THE FIRST FIELD SOUTHERLY
 LX6193'OF THE ROAD TO MADISON, NEAR THE WOODS AT THE SOUTHERN END
 LX6193'OF THE FIELD.  REFERENCE MARK NO. 1 BEARS N 68 DEG E
 LX6193'(MAGNETIC).  REFERENCE MARK NO. 2 BEARS S 30 DEG
 LX6193'(MAGNETIC).  REFERENCE MARK NO. 3 BEARS S 8 DEG (MAGNETIC).
 LX6193'
 LX6193'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LX6193
 LX6193                          STATION RECOVERY (1960)
 LX6193
 LX6193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6193'STATION AND 3 RMS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX6193'
 LX6193'ADDITIONAL INFORMATION ON RM 3--
 LX6193'
 LX6193'LOCATED IN FIELD SOUTH ACROSS ROAD FROM STEVENS, EAST OF SMALL
 LX6193'POND, SOUTH OF TENNIS COURT, 2.3M NORTH OF E-W STONE WALL, AND
 LX6193'25.6M WEST OF N-S STONE WALL.
 LX6193
 LX6193                          STATION RECOVERY (1968)
 LX6193
 LX6193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LX6193'STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD
 LX6193'CONDITION.  REFERENCE MARK NO. 1 WAS NOT RECOVERED BUT IS
 LX6193'PROBABLY IN PLACE UNDER A TANGLE OF BRUSH AND POISON
 LX6193'IVY.  REFERENCE MARK NO. 3 WAS NOT SEARCHED FOR AT THIS TIME.  THE
 LX6193'OLD STEVENS HOMESTEAD HOUSE IS IN GOOD CONDITION AND PRESENTLY
 LX6193'OCCUPIED.  MR. THEODORE W. TERRAY, THE PRESENT OWNER OF THE
 LX6193'PROPERTY, IS GOING TO BUILD A HOUSE NEAR THE CENTER OF THE LOT
 LX6193'BUT IN NO WAY WILL DISTURB ANY OF THE MARKS AS HE IS
 LX6193'INTERESTED IN KEEPING THEM IN GOOD CONDITION.
 LX6193'
 LX6193'DUE TO LOCAL CHANGES OF THE ROADS A MORE CONVENIENT WAY TO REACH
 LX6193'THE STATION SITE IS AS FOLLOWS--FROM THE JUNCTION OF I-95 AND STATE
 LX6193'ROUTE 81 AT THE NORTH EDGE OF CLINTON, GO NORTHERLY ON S81 FOR
 LX6193'0.35 MILE TO OAK HILL ROAD ON THE LEFT.  TURN LEFT ON OAK HILL
 LX6193'ROAD AND GO WESTERLY FOR 0.45 MILE TO THE JUNCTION WITH COW HILL
 LX6193'ROAD.  THENCE NORTHERLY ON WINDING COW HILL ROAD FOR 0.6 MILE
 LX6193'TO AIRLINE ROAD ON THE LEFT AND THE COW HILL RED SCHOOLHOUSE IN
 LX6193'THE TRIANGLE FORMED BY THE JUNCTION.  FROM HERE CONTINUE
 LX6193'WESTERLY ON AIRLINE ROAD FOR ABOUT 100 YARDS TO THE ENTRANCE TO
 LX6193'MR. TERRAYS HOME AND THE STATION SITE IN THE NORTHWEST CORNER OF
 LX6193'THE LOT.
 LX6193
 LX6193                          STATION RECOVERY (1976)
 LX6193
 LX6193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6193'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 LX6193'AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO REFERENCE
 LX6193'MARKS 1 AND 2 CHECKED.  THE DIRECTION TO REFERENCE MARK 3
 LX6193'WAS FOUND SMALLER BY 29 SECONDS.  THE DISTANCE TO REFERENCE
 LX6193'MARK 1 WAS FOUND SHORTER BY 0.015 OF A METER.  THE DISTANCE TO
 LX6193'REFERENCE MARK 2 CHECKED.  THE DISTANCE FROM REFERENCE MARK 1
 LX6193'TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.042 OF A METER.
 LX6193'ALL DIRECTIONS AND MEASUREMENTS WERE COMPARED TO THE 1934
 LX6193'DATA.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX6193'
 LX6193'THE STATION IS ABOUT 3-1/2 MILES SOUTH OF KILLINGWORTH, 2-3/4
 LX6193'MILES NORTHEAST OF MADISON, 2 MILES NORTHWEST OF CLINTON, 1/2
 LX6193'MILE WEST OF STATE HIGHWAY 81 AND ON PROPERTY OWNED BY MR. AND
 LX6193'MRS. TED W. TERRAY, 289 AIRLINE ROAD, CLINTON, CONNECTICUT
 LX6193'06413, PHONE 669-2191.
 LX6193'
 LX6193'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 95
 LX6193'AND STATE HIGHWAY 81 (EXIT 63 OFF INTERSTATE HIGHWAY 95), ABOUT
 LX6193'3/4 MILE NORTH OF CLINTON, GO NORTH ON STATE HIGHWAY 81 FOR
 LX6193'0.5 MILE TO WALNUT HILL ROAD ON THE LEFT.  TURN LEFT AND GO
 LX6193'WESTERLY AND THEN NORTH ON WALNUT HILL ROAD FOR 0.95 MILE TO
 LX6193'AIRLINE ROAD ON THE LEFT AND THE OLD COW HILL SCHOOL HOUSE ON
 LX6193'THE LEFT.  TURN LEFT AND GO WEST ON AIRLINE ROAD FOR 0.05 MILE
 LX6193'TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE
 LX6193'DRIVEWAY FOR ABOUT 150 FEET TO MR. AND MRS. TED W. TERRAYS
 LX6193'HOME.  CONTINUE NORTH ACROSS A LAWN FOR ABOUT 100 FEET TO
 LX6193'THE NORTHWEST CORNER OF THE YARD AND THE STATION AS
 LX6193'DESCRIBED.
 LX6193'
 LX6193'STATION MARK, STAMPED---STEVENS 1934---, IS A STANDARD DISK
 LX6193'CEMENTED IN A DRILL HOLE IN A BOULDER WITH AN EXPOSED SURFACE
 LX6193'OF 2 FEET BY 3 FEET AND PROJECTS 5 INCHES ABOVE THE GROUND
 LX6193'SURFACE.  IT IS 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LX6193'MR. AND MRS. TERRAYS HOUSE, 70 FEET WEST OF THE NORTHWEST
 LX6193'CORNER OF A FENCE AROUND A SWIMMING POOL, 25 FEET SOUTH OF A
 LX6193'WOODEN FENCE AND 12.5 FEET EAST OF A ROCK FENCE.
 LX6193'
 LX6193'REFERENCE MARK 1, STAMPED---STEVENS NO 1 1934---, IS A
 LX6193'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WITH AN
 LX6193'EXPOSED SURFACE OF 2 FEET BY 4 FEET AND PROJECTS 6 INCHES
 LX6193'ABOVE THE GROUND SURFACE.  IT IS 74 FEET NORTH OF THE NORTHWEST
 LX6193'CORNER OF THE HOUSE, 73 FEET EAST OF A ROCK FENCE, 29.2 FEET
 LX6193'NORTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND THE POOL
 LX6193'AND 2.3 FEET SOUTH OF THE WOODEN FENCE.
 LX6193'
 LX6193'REFERENCE MARK 2, STAMPED---STEVENS NO 2 1934---, IS A
 LX6193'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT HAS
 LX6193'AN EXPOSED SURFACE OF 2 FEET IN DIAMETER AND PROJECTS 3 INCHES
 LX6193'ABOVE THE GROUND SURFACE.  IT IS 16 FEET SOUTHWEST OF THE
 LX6193'SOUTHWEST CORNER OF THE HOUSE, 20 FEET EAST OF THE CENTER OF
 LX6193'THE DRIVEWAY AND 2.5 FEET SOUTH OF AN 8-INCH DOGWOOD TREE.
 LX6193'
 LX6193'REFERENCE MARK 3, STAMPED---STEVENS NO 3 1934 AZIMUTH---, IS A
 LX6193'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER WITH AN
 LX6193'EXPOSED SURFACE OF 1 FOOT BY 3 FEET AND PROJECTS 1 FOOT ABOVE
 LX6193'THE GROUND SURFACE.  IT IS 80 FEET SOUTH OF THE SOUTH END OF
 LX6193'A TENNIS COURT, 13 FEET NORTHWEST OF A TWIN TRUNKED TREE, 7
 LX6193'FEET NORTH OF A ROCK FENCE AND 5.7 FEET NORTH OF A METAL
 LX6193'WITNESS POST.
 LX6193'
 LX6193'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 LX6193'
 LX6193'DESCRIBED BY A. G. THACKER
 LX6193
 LX6193                          STATION RECOVERY (1997)
 LX6193
 LX6193'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6254 ***********************************************************************
 LX6254  DESIGNATION -  STEVENS CHIMNEY
 LX6254  PID         -  LX6254
 LX6254  STATE/COUNTY-  CT/NEW HAVEN
 LX6254  USGS QUAD   -  GUILFORD (1984)
 LX6254
 LX6254                         *CURRENT SURVEY CONTROL
 LX6254  ___________________________________________________________________
 LX6254* NAD 83(1996)-  41 15 00.86098(N)    072 41 17.24373(W)     ADJUSTED  
 LX6254* NAVD 88     -                                                        
 LX6254  ___________________________________________________________________
 LX6254  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX6254  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX6254
 LX6254  HORZ ORDER  -  THIRD
 LX6254
 LX6254.The horizontal coordinates were established by classical geodetic methods
 LX6254.and adjusted by the National Geodetic Survey in August 1998..
 LX6254
 LX6254
 LX6254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6254
 LX6254.The geoid height was determined by GEOID03.
 LX6254
 LX6254;                    North         East     Units Scale Factor Converg.
 LX6254;SPC CT       -   198,702.536   309,986.857   MT  0.99999531   +0 02 27.7
 LX6254;SPC CT       -   651,909.90  1,017,015.21   sFT  0.99999531   +0 02 27.7
 LX6254;SPC NY L     -   121,153.766   409,954.494   MT  1.00001925   +0 51 29.1
 LX6254;SPC NY L     -   397,485.31  1,344,992.37   sFT  1.00001925   +0 51 29.1
 LX6254;UTM  18      - 4,569,114.025   693,702.114   MT  1.00006179   +1 31 29.3
 LX6254
 LX6254                          SUPERSEDED SURVEY CONTROL
 LX6254
 LX6254  NAD 83(1992)-  41 15 00.86008(N)    072 41 17.24358(W) AD(       ) 4
 LX6254  NAD 83(1986)-  41 15 00.86231(N)    072 41 17.24645(W) AD(       ) 4
 LX6254  NAD 27      -  41 15 00.51400(N)    072 41 18.90600(W) AD(       ) 3
 LX6254
 LX6254.Superseded values are not recommended for survey control.
 LX6254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6254.See file dsdata.txt to determine how the superseded data were derived.
 LX6254
 LX6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9370269114(NAD 83)
 LX6254
 LX6254  HISTORY     - Date     Condition        Report By
 LX6254  HISTORY     - 1933     MONUMENTED       CGS
 LX6254  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6254
 LX6254                          STATION DESCRIPTION
 LX6254
 LX6254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6254'THIS IS A PROMINENT, GRAY, SHINGLED HOUSE ON THE FIRST POINT W
 LX6254'OF MULBERRY POINT.  HOUSE HAS GRAY SLATE ROOF AND IS TWO STORIES
 LX6254'HIGH.
 LX6254'
 LX6254'ABOUT 60 METERS IN FRONT OF HOUSE THE LAND DROPS ABRUPTLY TO
 LX6254'A ROCKY SHORE.
 LX6254'
 LX6254'CENTER IS THE CENTER LINE OF THE CHIMNEY IN THE MIDDLE OF THE
 LX6254'HOUSE.  THIS IS ALSO THE ONLY CHIMNEY.
 LX6254'
 LX6254'THE HOUSE IS THE PROPERTY OF ROBERT STEVENS.
 LX6254
 LX6254                          STATION RECOVERY (1961)
 LX6254
 LX6254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6254'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 LX6254'DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE FOR
 LX6254'RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3462 ***********************************************************************
 LW3462  DESIGNATION -  STEWART
 LW3462  PID         -  LW3462
 LW3462  STATE/COUNTY-  CT/NEW LONDON
 LW3462  USGS QUAD   -  OLD MYSTIC (1983)
 LW3462
 LW3462                         *CURRENT SURVEY CONTROL
 LW3462  ___________________________________________________________________
 LW3462* NAD 83(1996)-  41 28 41.45482(N)    071 52 53.79782(W)     ADJUSTED  
 LW3462* NAVD 88     -       148.9    (meters)     489.     (feet)  VERTCON   
 LW3462  ___________________________________________________________________
 LW3462  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 LW3462  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LW3462
 LW3462  HORZ ORDER  -  FIRST
 LW3462
 LW3462.The horizontal coordinates were established by classical geodetic methods
 LW3462.and adjusted by the National Geodetic Survey in August 1998..
 LW3462
 LW3462.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3462
 LW3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3462
 LW3462.The geoid height was determined by GEOID03.
 LW3462
 LW3462;                    North         East     Units Scale Factor Converg.
 LW3462;SPC CT       -   224,380.360   377,329.726   MT  0.99998361   +0 34 32.9
 LW3462;SPC CT       -   736,154.56  1,237,955.94   sFT  0.99998361   +0 34 32.9
 LW3462;SPC RI       -    43,921.650    68,126.463   MT  1.00000625   -0 15 09.9
 LW3462;SPC RI       -   144,099.61    223,511.57   sFT  1.00000625   -0 15 09.9
 LW3462;UTM  19      - 4,595,851.151   259,399.482   MT  1.00031246   -1 54 34.2
 LW3462
 LW3462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3462!SPC CT       -   0.99998141  x   0.99998361  =   0.99996502
 LW3462!SPC RI       -   0.99998141  x   1.00000625  =   0.99998766
 LW3462!UTM  19      -   0.99998141  x   1.00031246  =   1.00029387
 LW3462
 LW3462:                Primary Azimuth Mark                     Grid Az
 LW3462:SPC CT       -  NORTH STONINGTON CONG CH SPIRE           048 17 48.9
 LW3462:SPC RI       -  NORTH STONINGTON CONG CH SPIRE           049 07 31.7
 LW3462:UTM  19      -  NORTH STONINGTON CONG CH SPIRE           050 46 56.0
 LW3462
 LW3462|---------------------------------------------------------------------|
 LW3462| PID    Reference Object                     Distance      Geod. Az  |
 LW3462|                                                           dddmmss.s |
 LW3462| LW3558 NORTH STONINGTON CONG CH SPIRE      APPROX. 4.6 KM 0485221.8 |
 LW3462| CB8569 STEWART AZ MK                                      0622912.8 |
 LW3462| CB8573 STEWART RM 4                         78.578 METERS 08002     |
 LW3462| LW3463 NORTH STONINGTON LOT                 82.431 METERS 08009     |
 LW3462| CB8572 STEWART RM 3                         21.802 METERS 10632     |
 LW3462| CB8570 STEWART RM 1                         32.217 METERS 13529     |
 LW3462| CB8571 STEWART RM 2                         25.485 METERS 22532     |
 LW3462| LW3470 NORTH STONINGTON TV TOWER           APPROX. 4.4 KM 2435937.1 |
 LW3462| LW3584 BAY                                 APPROX. 7.6 KM 3382743.0 |
 LW3462|---------------------------------------------------------------------|
 LW3462
 LW3462                          SUPERSEDED SURVEY CONTROL
 LW3462
 LW3462  NAD 83(1992)-  41 28 41.45366(N)    071 52 53.79707(W) AD(       ) 1
 LW3462  NAD 83(1986)-  41 28 41.45322(N)    071 52 53.79858(W) AD(       ) 1
 LW3462  NAD 27      -  41 28 41.09733(N)    071 52 55.54048(W) AD(       ) 1
 LW3462  NGVD 29 (07/19/86)  149.2    (m)          490.     (f) VERT ANG       
 LW3462
 LW3462.Superseded values are not recommended for survey control.
 LW3462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3462.See file dsdata.txt to determine how the superseded data were derived.
 LW3462
 LW3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5939995851(NAD 83)
 LW3462_MARKER: DS = TRIANGULATION STATION DISK
 LW3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3462+STABILITY: SURFACE MOTION
 LW3462
 LW3462  HISTORY     - Date     Condition        Report By
 LW3462  HISTORY     - 1937     MONUMENTED       CTGS
 LW3462  HISTORY     - 1937     GOOD             CTGS
 LW3462  HISTORY     - 1975     GOOD             NGS
 LW3462  HISTORY     - 1988     GOOD             USPSQD
 LW3462
 LW3462                          STATION DESCRIPTION
 LW3462
 LW3462'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3462'STATION IS SITUATED ON THE PROPERTY OF GEO. F. STEWART, ABOUT
 LW3462'2-1/2 MILES NORTH OF NORTH STONINGTON, ON THE HIGHEST PART OF
 LW3462'STEWART HILL.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE
 LW3462'POST STAMPED STEWART-1937, 202 FEET NW OF GATE IN STONE WALL,
 LW3462'208 FEET NW OF CENTER LINE OF N-S DIRT ROAD, 300 FEET SW OF
 LW3462'CENTER OF SMALL CEMETERY, 225 FEET SW OF STONE WALL, 250 FEET NE
 LW3462'OF STONE WALL, 33 FEET SE OF STONE WALL.
 LW3462'
 LW3462'TO REACH FROM NORTH STONINGTON P.O., LEAVE ROUTE 2 AND TAKE
 LW3462'OILED ROAD, LEADING NORTH, FOR 0.1 MILE, AND KEEP NORTH AT
 LW3462'RIGHT FORK, THENCE 0.65 MILE, AND KEEP MAN ROAD LEFT AT A RIGHT
 LW3462'FORK, THENCE 0.1 MILE AND KEEP STRAIGHT AT RIGHT FORK, THENCE 1.8
 LW3462'MILES TO OPENING IN STONE WALL ON LEFT (WEST) AND STATION 202
 LW3462'FEET SE OF HERE.  (THIS OPENING IS 1000 FEET NORTH OF END OF
 LW3462'OILED ROAD.)
 LW3462'
 LW3462'AZIMUTH MARK IS A STANDARD DISK STAMPED STEWART -1937 SET IN
 LW3462'OUTCROPPING ROCK 3 FEET BY 2 FEET, FLUSH WITH GROUND, 900 FEET
 LW3462'ENE OF STATION, 18 FEET NW OF CENTER LINE OF N-S DIRT ROAD, 80
 LW3462'FEET EAST OF EAST CORNER OF 2-STORY FRAME HOUSE, 6 FEET SOUTH
 LW3462'OF SW CORNER OF STONE WALL, AND 28 FEET NORTH OF S.N.E.T. POLE
 LW3462'1671.
 LW3462'
 LW3462'R.M. 1 IS A STANDARD DISK STAMPED STEWART-1937-NO. 1 SET IN A
 LW3462'BOULDER 5 FEET BY 3 FEET, AND 1-1/2 FEET HIGH, 105.71 FEET SE
 LW3462'OF STATION, 100 FEET WNW OF GATE IN STONE WALL, AND 105 FEET NW
 LW3462'OF CENTER LINE OF N-S DIRT ROAD.
 LW3462'
 LW3462'R.M. 2 IS A STANDARD DISK STAMPED STEWART-1937-NO. 2 SET IN
 LW3462'BOULDER 4 FEET BY 3 FEET AND 2 FEET HIGH, 83.63 FEET SSW OF
 LW3462'STATION, 15 FEET EAST OF ROCK PILE, 35 FEET SE OF STONE WALL,
 LW3462'AND 200 FEET NW OF CENTER LINE OF N-S DIRT ROAD.
 LW3462'
 LW3462'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 LW3462
 LW3462                          STATION RECOVERY (1937)
 LW3462
 LW3462'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1937
 LW3462'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 LW3462
 LW3462                          STATION RECOVERY (1975)
 LW3462
 LW3462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3462'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LW3462'CONDITION.  REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NOT
 LW3462'RECOVERED.  REFERENCE MARK 3 AND REFERENCE MARK 4 WERE
 LW3462'ESTABLISHED AT THIS TIME.  THE DIRECTION TO REFERENCE MARK 2
 LW3462'CHECKED THE 1937 AND THE 1940 OBSERVATIONS.  THE DISTANCE TO
 LW3462'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 5 MILLIMETERS.  A
 LW3462'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LW3462'
 LW3462'THE STATION IS LOCATED ABOUT 7 MILES EAST OF LEDYARD CENTER,
 LW3462'5 MILES WEST OF THE CONNECTICUT-RHODE ISLAND STATE LINE AND 2
 LW3462'MILES NORTH OF NORTH STONINGTON.  IT IS ON THE PROPERTY OF
 LW3462'THE AMBER ACRES FARM INCORPORATED.  NORTH STONINGTON,
 LW3462'CONNECTICUT.  TELEPHONE NUMBER 535-2812.
 LW3462'
 LW3462'TO REACH THE STATION FROM THE POST OFFICE IN NORTH STONINGTON,
 LW3462'GO NORTHERLY ON WYASSUP ROAD FOR 0.7 MILE TO A FORK, KEEP THE
 LW3462'LEFT FORK AND CONTINUE NORTHERLY ON WYASSUP ROAD FOR 1.75 MILES
 LW3462'TO A SIDE ROAD ON THE LEFT AND THE AMBER ACRES FARM ON THE
 LW3462'RIGHT.  TURN LEFT AND GO WESTERLY ON A TRACK ROAD, JUST SOUTH OF
 LW3462'A LOOKOUT TOWER, FOR 0.1 MILE TO THE STATION ON THE LEFT AS
 LW3462'DESCRIBED.
 LW3462'
 LW3462'THE STATION MARK, STAMPED STEWART 1937, IS A STANDARD DISK SET
 LW3462'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 LW3462'THE GROUND SURFACE.  IT IS 222 FEET NORTHWEST OF THE APPROXIMATE
 LW3462'CENTER OF WYASSUP ROAD, 160 FEET SOUTHWEST OF THE APPROXIMATE
 LW3462'CENTER OF THE TRACK ROAD, 41.5 FEET SOUTHEAST OF A 20-INCH TREE
 LW3462'WITH A WITNESS SIGN ATTACHED AND 32.8 FEET SOUTHEAST OF A ROCK
 LW3462'FENCE.  THE 1937 DESCRIPTION DOES NOT MENTION AN UNDERGROUND MARK.
 LW3462'
 LW3462'REFERENCE MARK 2, STAMPED STEWART NO. 2 1937, IS A STANDARD DISK
 LW3462'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 5 FOOT BOULDER
 LW3462'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS
 LW3462'229 FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD,
 LW3462'218 FEET NORTHWEST OF THE APPROXIMATE CENTER OF WYASSUP ROAD,
 LW3462'130 FEET NORTHEAST OF POWER LINE POLE NUMBER 1811 AND 97 FEET
 LW3462'SOUTHWEST OF THE 20-INCH TREE.
 LW3462'
 LW3462'REFERENCE MARK 3, STAMPED STEWART NO 3 1937 1975, IS A
 LW3462'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 LW3462'WITH AN EXPOSED SURFACE OF ABOUT 2-1/2 FEET IN DIAMETER AND WHICH
 LW3462'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 159
 LW3462'FEET NORTHWEST OF THE APPROXIMATE CENTER OF WYASSUP ROAD, 95
 LW3462'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD
 LW3462'AND 89 FEET SOUTHEAST OF THE ROCK FENCE.
 LW3462'
 LW3462'REFERENCE MARK 4, STAMPED STEWART NO 4 1937 1975, IS A STANDARD
 LW3462'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 FOOT SQUARE
 LW3462'CONCRETE FOUNDATION OF THE NORTHWEST LEG OF THE LOOKOUT
 LW3462'TOWER.  IT IS IN THE SOUTHWEST CORNER OF THE FOUNDATION AND
 LW3462'PROJECTS ABOUT 30 INCHES ABOVE THE GROUND SURFACE.  IT IS 98
 LW3462'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 80
 LW3462'FEET NORTHWEST OF THE APPROXIMATE CENTERLINE OF WYASSUP ROAD,
 LW3462'68 FEET NORTHEAST OF THE SOUTH END OF A FENCE AND 21 FEET EAST
 LW3462'OF A NORTH-SOUTH FENCE LINE.
 LW3462'
 LW3462'HEIGHT OF LIGHT ABOVE STATION MARK 86.4 FEET.
 LW3462'
 LW3462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3462'2 MILES NORTH OF NORTH STONINGTON.
 LW3462
 LW3462                          STATION RECOVERY (1988)
 LW3462
 LW3462'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6866 ***********************************************************************
 LX6866  DESIGNATION -  STEWART
 LX6866  PID         -  LX6866
 LX6866  STATE/COUNTY-  CT/MIDDLESEX
 LX6866  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6866
 LX6866                         *CURRENT SURVEY CONTROL
 LX6866  ___________________________________________________________________
 LX6866* NAD 83(1996)-  41 33 57.69527(N)    072 33 17.60543(W)     ADJUSTED  
 LX6866* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 LX6866  ___________________________________________________________________
 LX6866  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 LX6866  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6866
 LX6866  HORZ ORDER  -  THIRD
 LX6866
 LX6866.The horizontal coordinates were established by classical geodetic methods
 LX6866.and adjusted by the National Geodetic Survey in August 1998..
 LX6866
 LX6866.The orthometric height was scaled from a topographic map.
 LX6866
 LX6866.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6866
 LX6866.The geoid height was determined by GEOID03.
 LX6866
 LX6866;                    North         East     Units Scale Factor Converg.
 LX6866;SPC CT       -   233,790.496   321,074.671   MT  0.99998330   +0 07 45.7
 LX6866;SPC CT       -   767,027.65  1,053,392.48   sFT  0.99998330   +0 07 45.7
 LX6866;UTM  18      - 4,604,481.698   703,875.720   MT  1.00011154   +1 37 22.2
 LX6866
 LX6866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6866!SPC CT       -   0.99998792  x   0.99998330  =   0.99997122
 LX6866!UTM  18      -   0.99998792  x   1.00011154  =   1.00009946
 LX6866
 LX6866|---------------------------------------------------------------------|
 LX6866| PID    Reference Object                     Distance      Geod. Az  |
 LX6866|                                                           dddmmss.s |
 LX6866| CZ7979 STEWART RM 2                         27.370 METERS 03815     |
 LX6866| LX6894 EMMONS RESET                        APPROX. 3.8 KM 1541457.5 |
 LX6866| LX6882 MIDDLE HADDAM SCHOOL CUPOLA         APPROX. 1.6 KM 1581425.0 |
 LX6866| LX6873 MIDDLE HADDAM CONG CH SPIRE         APPROX. 1.1 KM 1662219.1 |
 LX6866| LX6845 HOUSKAS CUPOLA                      APPROX. 2.8 KM 1960021.5 |
 LX6866| LX6852 MULLERS GABLE                       APPROX. 2.1 KM 2025104.2 |
 LX6866| LX6840 JOHNSONS ROCK                       APPROX. 4.0 KM 2501917.4 |
 LX6866| CZ7978 STEWART RM 1                         11.030 METERS 30713     |
 LX6866|---------------------------------------------------------------------|
 LX6866
 LX6866                          SUPERSEDED SURVEY CONTROL
 LX6866
 LX6866  NAD 83(1992)-  41 33 57.69460(N)    072 33 17.60533(W) AD(       ) 3
 LX6866  NAD 83(1986)-  41 33 57.69642(N)    072 33 17.60745(W) AD(       ) 3
 LX6866  NAD 27      -  41 33 57.33400(N)    072 33 19.28200(W) AD(       ) 3
 LX6866
 LX6866.Superseded values are not recommended for survey control.
 LX6866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6866.See file dsdata.txt to determine how the superseded data were derived.
 LX6866
 LX6866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0387604482(NAD 83)
 LX6866_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6866_SETTING: 66 = SET IN ROCK OUTCROP
 LX6866_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6866_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6866+STABILITY: POSITION/ELEVATION WELL
 LX6866
 LX6866  HISTORY     - Date     Condition        Report By
 LX6866  HISTORY     - 1934     MONUMENTED       CGS
 LX6866  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6866  HISTORY     - 19971120 GOOD             USPSQD
 LX6866
 LX6866                          STATION DESCRIPTION
 LX6866
 LX6866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6866'THE STATION IS ON W BROW OF THE DEPOT HILL TO THE EASTWARD OF THE
 LX6866'MIDDLE HADDAM COBALT RAILROAD STATION, AND ABOUT 200 YARDS FROM
 LX6866'IT.  IT IS ABOUT 1 MILE S OF A VERY HIGH HILL THAT IS ALMOST
 LX6866'VERTICAL ON THE W END.  THE STATION IS E OF THE HOME OF H.C.
 LX6866'STEWART AND ON HIS PROPERTY.  THE FIELD IS USED FOR PASTURE LAND
 LX6866'AND HAS A THICK GROWTH OF WHITE BIRCH BRUSH NORTHEASTERLY OF THE
 LX6866'STATION.  THERE ARE A NUMBER OF DWARF FIR NEAR THE
 LX6866'STATION.
 LX6866'
 LX6866'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LX6866'OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISLED IN THE
 LX6866'ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARK NO. 1 IS ALSO A
 LX6866'STANDARD DISK SET IN BEDROCK N 40 DEG W OF THE STATION.  REFERENCE
 LX6866'MARK NO. 2 IS A STANDARD DISK SET IN A BOULDER N 50 DEG E OF THE
 LX6866'STATION.
 LX6866'
 LX6866'HEIGHT OF SIGNAL ABOVE STATION MARK - 13 METERS.
 LX6866
 LX6866                          STATION RECOVERY (1971)
 LX6866
 LX6866'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6866'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LX6866'STATION IS REACHED FROM THE INTERSECTION OF ROUTE 66 AND ROUTE 151
 LX6866'IN COBALT, GO NORTH ON PAVED ROAD FOR 0.15 MILE TO GREAT HILL ROAD
 LX6866'ON THE RIGHT, GO 0.1 MILE ACROSS THE OLD RAILROAD RIGHT-OF-WAY TO
 LX6866'A PRIVATE GRAVEL DRIVE ON THE RIGHT, GO EAST ON THIS DRIVE FOR
 LX6866'0.2 MILE TO A HOUSE AT THE END OF THE DRIVE.  THE STATION IS IN A
 LX6866'FIELD ON A HILL ABOUT 250 FEET NORTHWEST OF THE HOUSE.
 LX6866
 LX6866                          STATION RECOVERY (1997)
 LX6866
 LX6866'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6761 ***********************************************************************
 LX6761  DESIGNATION -  STOCKING
 LX6761  PID         -  LX6761
 LX6761  STATE/COUNTY-  CT/HARTFORD
 LX6761  USGS QUAD   -  GLASTONBURY (1992)
 LX6761
 LX6761                         *CURRENT SURVEY CONTROL
 LX6761  ___________________________________________________________________
 LX6761* NAD 83(1996)-  41 39 22.42483(N)    072 36 05.02678(W)     ADJUSTED  
 LX6761* NAVD 88     -                                                        
 LX6761  ___________________________________________________________________
 LX6761  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LX6761  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX6761
 LX6761  HORZ ORDER  -  THIRD
 LX6761
 LX6761.The horizontal coordinates were established by classical geodetic methods
 LX6761.and adjusted by the National Geodetic Survey in August 1998..
 LX6761
 LX6761
 LX6761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6761
 LX6761.The geoid height was determined by GEOID03.
 LX6761
 LX6761;                    North         East     Units Scale Factor Converg.
 LX6761;SPC CT       -   243,801.032   317,178.394   MT  0.99998542   +0 05 54.7
 LX6761;SPC CT       -   799,870.55  1,040,609.45   sFT  0.99998542   +0 05 54.7
 LX6761;UTM  18      - 4,614,388.342   699,719.134   MT  1.00009088   +1 35 41.2
 LX6761
 LX6761                          SUPERSEDED SURVEY CONTROL
 LX6761
 LX6761  NAD 83(1996)-  41 39 22.42422(N)    072 36 05.02694(W) AD(       ) 4
 LX6761  NAD 83(1992)-  41 39 22.42432(N)    072 36 05.02680(W) AD(       ) 4
 LX6761  NAD 83(1992)-  41 39 22.42599(N)    072 36 05.02873(W) AD(       ) 4
 LX6761  NAD 83(1986)-  41 39 22.42616(N)    072 36 05.02844(W) AD(       ) 4
 LX6761  NAD 27      -  41 39 22.06500(N)    072 36 06.70700(W) AD(       ) 3
 LX6761
 LX6761.Superseded values are not recommended for survey control.
 LX6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6761.See file dsdata.txt to determine how the superseded data were derived.
 LX6761
 LX6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9971914388(NAD 83)
 LX6761
 LX6761  HISTORY     - Date     Condition        Report By
 LX6761  HISTORY     - UNK      MONUMENTED
 LX6761  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6761
 LX6761                          STATION DESCRIPTION
 LX6761
 LX6761'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6761'SEARCH WAS MADE FOR THIS STATION AND IT COULD NOT BE FOUND.  FIELD
 LX6761'PARTY HAD NO DESCRIPTION AVAILABLE AT TIME OF ATTEMPTED RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5123 ***********************************************************************
 LX5123  DESIGNATION -  STODDARD
 LX5123  PID         -  LX5123
 LX5123  STATE/COUNTY-  CT/NEW LONDON
 LX5123  USGS QUAD   -  UNCASVILLE (1984)
 LX5123
 LX5123                         *CURRENT SURVEY CONTROL
 LX5123  ___________________________________________________________________
 LX5123* NAD 83(1996)-  41 27 44.88174(N)    072 04 01.07782(W)     ADJUSTED  
 LX5123* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX5123  ___________________________________________________________________
 LX5123  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 LX5123  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5123
 LX5123  HORZ ORDER  -  THIRD
 LX5123
 LX5123.The horizontal coordinates were established by classical geodetic methods
 LX5123.and adjusted by the National Geodetic Survey in August 1998..
 LX5123
 LX5123.The orthometric height was scaled from a topographic map.
 LX5123
 LX5123.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5123
 LX5123.The geoid height was determined by GEOID03.
 LX5123
 LX5123;                    North         East     Units Scale Factor Converg.
 LX5123;SPC CT       -   222,496.142   361,862.730   MT  0.99998391   +0 27 10.4
 LX5123;SPC CT       -   729,972.76  1,187,211.31   sFT  0.99998391   +0 27 10.4
 LX5123;UTM  18      - 4,594,250.679   744,953.792   MT  1.00033848   +1 56 34.8
 LX5123;UTM  19      - 4,594,638.869   243,859.499   MT  1.00040748   -2 01 54.6
 LX5123
 LX5123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5123!SPC CT       -   1.00000435  x   0.99998391  =   0.99998826
 LX5123!UTM  18      -   1.00000435  x   1.00033848  =   1.00034283
 LX5123!UTM  19      -   1.00000435  x   1.00040748  =   1.00041183
 LX5123
 LX5123|---------------------------------------------------------------------|
 LX5123| PID    Reference Object                     Distance      Geod. Az  |
 LX5123|                                                           dddmmss.s |
 LX5123| CZ7980 STODDARD RM 1                         8.860 METERS 02731     |
 LX5123| CZ7981 STODDARD RM 2                         9.880 METERS 15252     |
 LX5123| LX5121 STODDARDS OLD DOCK LIGHT 10         206.709 METERS 19242     |
 LX5123| LX5117 LONG REACH UPPER LIGHT 9            APPROX. 1.2 KM 2072738.5 |
 LX5123| LX5147 ALLYN POINT LIGHT 6                 APPROX. 2.5 KM 2143316.1 |
 LX5123| LX5104 LONG REACH LOWER LIGHT 8            APPROX. 2.0 KM 2191231.8 |
 LX5123| LX5118 MOHEGAN DIKE LIGHT 14               APPROX. 1.8 KM 3460704.9 |
 LX5123| LX5120 WALDENS ISLAND LIGHT 12             APPROX. 0.6 KM 3475748.5 |
 LX5123|---------------------------------------------------------------------|
 LX5123
 LX5123                          SUPERSEDED SURVEY CONTROL
 LX5123
 LX5123  NAD 83(1992)-  41 27 44.88069(N)    072 04 01.07713(W) AD(       ) 3
 LX5123  NAD 83(1986)-  41 27 44.88143(N)    072 04 01.08002(W) AD(       ) 3
 LX5123  NAD 27      -  41 27 44.53100(N)    072 04 02.79800(W) AD(       ) 3
 LX5123
 LX5123.Superseded values are not recommended for survey control.
 LX5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5123.See file dsdata.txt to determine how the superseded data were derived.
 LX5123
 LX5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4495494251(NAD 83)
 LX5123_MARKER: DS = TRIANGULATION STATION DISK
 LX5123_SETTING: 80 = SET IN A BOULDER
 LX5123_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX5123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5123+STABILITY: SURFACE MOTION
 LX5123
 LX5123  HISTORY     - Date     Condition        Report By
 LX5123  HISTORY     - 1934     MONUMENTED       CGS
 LX5123  HISTORY     - 1961     GOOD             CGS
 LX5123  HISTORY     - 19900325 GOOD             USPSQD
 LX5123
 LX5123                          STATION DESCRIPTION
 LX5123
 LX5123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5123'THE STATION IS LOCATED ON THE E BANK OF THE THAMES RIVER ON THE W
 LX5123'SIDE OF STODDARD HILL ABOUT 300 METERS S OF POQUETANUCK COVE.  THE
 LX5123'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE IN THE TOP
 LX5123'OF A LARGE BOULDER 15 METERS E OF THE NEW YORK, NEW HAVEN AND
 LX5123'HARTFORD RAILROAD AND ABOUT 9 METERS ABOVE HIGH WATER MARK.  THE
 LX5123'STATION IS BEST REACHED FROM THE SMALL CAMP 1/4 MILE S OF THE
 LX5123'STATION.  FOLLOW THE RAILROAD TO THE FIRST DEEP CUT ON THE E
 LX5123'SIDE OF THE TRACK.
 LX5123'
 LX5123'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN LARGE
 LX5123'BOULDERS NE AND SE OF THE STATION RESPECTIVELY.
 LX5123'
 LX5123'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5123
 LX5123                          STATION RECOVERY (1961)
 LX5123
 LX5123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5123'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5123'CONDITION AS DESCRIBED BY G.C.M. IN 1934.  THE STATION IS STAMPED
 LX5123'STODDARD 1934, AND THE REFERENCE MARKS ARE STAMPED STODDARD NO 1
 LX5123'1934 AND STODDARD NO 2 1934.  THE DISTANCES WERE CHECKED AND FOUND
 LX5123'CORRECT AS PUBLISHED.
 LX5123'
 LX5123'THE STATION IS 8 FEET E. OF THE CENTER OF THE TELEGRAPH LINE
 LX5123'RUNNING PARALLEL TO THE RAILROAD TRACKS.
 LX5123
 LX5123                          STATION RECOVERY (1990)
 LX5123
 LX5123'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5162 ***********************************************************************
 LX5162  DESIGNATION -  STODDARD 2
 LX5162  PID         -  LX5162
 LX5162  STATE/COUNTY-  CT/NEW LONDON
 LX5162  USGS QUAD   -  UNCASVILLE (1984)
 LX5162
 LX5162                         *CURRENT SURVEY CONTROL
 LX5162  ___________________________________________________________________
 LX5162* NAD 83(1996)-  41 27 44.88193(N)    072 04 01.07917(W)     ADJUSTED  
 LX5162* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 LX5162  ___________________________________________________________________
 LX5162  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 LX5162  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX5162
 LX5162  HORZ ORDER  -  SECOND
 LX5162
 LX5162.The horizontal coordinates were established by classical geodetic methods
 LX5162.and adjusted by the National Geodetic Survey in August 1998..
 LX5162
 LX5162.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5162
 LX5162.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5162
 LX5162.The geoid height was determined by GEOID03.
 LX5162
 LX5162;                    North         East     Units Scale Factor Converg.
 LX5162;SPC CT       -   222,496.147   361,862.699   MT  0.99998391   +0 27 10.4
 LX5162;SPC CT       -   729,972.78  1,187,211.20   sFT  0.99998391   +0 27 10.4
 LX5162;UTM  18      - 4,594,250.684   744,953.760   MT  1.00033848   +1 56 34.8
 LX5162;UTM  19      - 4,594,638.876   243,859.467   MT  1.00040748   -2 01 54.6
 LX5162
 LX5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5162!SPC CT       -   1.00000298  x   0.99998391  =   0.99998689
 LX5162!UTM  18      -   1.00000298  x   1.00033848  =   1.00034146
 LX5162!UTM  19      -   1.00000298  x   1.00040748  =   1.00041046
 LX5162
 LX5162|---------------------------------------------------------------------|
 LX5162| PID    Reference Object                     Distance      Geod. Az  |
 LX5162|                                                           dddmmss.s |
 LX5162| CZ7980 STODDARD RM 1                         8.849 METERS 02731     |
 LX5162| CZ7981 STODDARD RM 2                         9.883 METERS 15251     |
 LX5162| CZ7982 STODDARD 2 RM 3                       4.057 METERS 33438     |
 LX5162| CZ5044 3226                                               3401746.8 |
 LX5162|---------------------------------------------------------------------|
 LX5162
 LX5162                          SUPERSEDED SURVEY CONTROL
 LX5162
 LX5162  NAD 83(1992)-  41 27 44.88088(N)    072 04 01.07848(W) AD(       ) 2
 LX5162  NAD 83(1986)-  41 27 44.88154(N)    072 04 01.08147(W) AD(       ) 2
 LX5162  NAD 27      -  41 27 44.52910(N)    072 04 02.80584(W) AD(       ) 2
 LX5162  NGVD 29 (07/19/86)   11.7    (m)           38.     (f) VERT ANG       
 LX5162
 LX5162.Superseded values are not recommended for survey control.
 LX5162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5162.See file dsdata.txt to determine how the superseded data were derived.
 LX5162
 LX5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4495494251(NAD 83)
 LX5162_MARKER: DD = SURVEY DISK
 LX5162_SETTING: 80 = SET IN A BOULDER
 LX5162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5162+STABILITY: SURFACE MOTION
 LX5162
 LX5162  HISTORY     - Date     Condition        Report By
 LX5162  HISTORY     - 1975     MONUMENTED       CTGS
 LX5162  HISTORY     - 1984     GOOD             USPSQD
 LX5162
 LX5162                          STATION DESCRIPTION
 LX5162
 LX5162'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (DO)
 LX5162'THE STATION IS LOCATED ABOUT 2-3/4 MILES NORTHEAST OF THE
 LX5162'JUNCTION OF CONNECTICUT ROUTES 163 AND 32 IN UNCASVILLE, 2
 LX5162'MILES SOUTHEAST OF THE JUNCTION OF CONNECTICUT ROUTES 2A AND
 LX5162'32 AND 1/2 OF A MILE NORTH OF THE JUNCTION OF CONNECTICUT
 LX5162'ROUTES 12 AND 214.
 LX5162'
 LX5162'TO REACH THE STATION FROM THE JUNCTION WHERE CONNECTICUT
 LX5162'ROUTE 2A GOES WESTERLY FROM ITS JUNCTION WITH CONNECTICUT
 LX5162'ROUTE 12 (MILITARY HIGHWAY) GO SOUTHERLY ALONG CONNECTICUT
 LX5162'ROUTE 12 FOR 1.7 MILES TO THE ENTRANCE TO STODDARD HILL
 LX5162'STATE PARK.  TURN RIGHT AND GO WESTERLY FOR 0.1 MILE TO THE
 LX5162'END OF THE ROAD.  TURN RIGHT AND GO NORTHERLY THROUGH THE
 LX5162'PICNIC GROUNDS FOR ABOUT 570 FEET TO A POINT OPPOSITE THE
 LX5162'NORTHWEST CORNER OF AN OLD CEMETERY.  THEN PROCEED NORTHERLY
 LX5162'FROM THE NORTHWEST CORNER OF THE CEMETERY FOR ABOUT 520 FEET
 LX5162'ALONG THE PATH AT THE BASE OF A HUGE LEDGE
 LX5162'OUTCROP TO THE STATION ON THE LEFT SIDE OF THE PATH.
 LX5162'
 LX5162'THE STATION IS A CONNECTICUT GEODETIC SURVEY BRASS DISK,
 LX5162'STAMPED STODDARD 2, SET IN THE TOP OF A 3 FOOT BY 5 FOOT
 LX5162'BOULDER.  THE TOP IS 1.5 FEET ABOVE THE SURFACE OF THE
 LX5162'GROUND.  IT IS 520 FEET NORTH OF THE NORTHWEST CORNER OF
 LX5162'THE WALL SURROUNDING THE OLD CEMETERY IN THE PICNIC GROUNDS AT
 LX5162'STODDARD HILL STATE PARK, 50 FEET EAST OF THE EAST RAIL OF THE
 LX5162'RAILROAD TRACKS ON THE EAST SIDE OF THE THAMES RIVER AND WEST
 LX5162'OF THE FOOT PATH THAT RUNS NORTHERLY ALONG THE BASE OF THE
 LX5162'HUGE LEDGE OUTCROP.
 LX5162'
 LX5162'REFERENCE MARK 1 IS A PUNCH MARK IN A BRONZE DISK, STAMPED
 LX5162'STODDARD 1 1934, SET IN THE TOP OF A 4 FOOT BY 5 FOOT
 LX5162'BOULDER.  IT IS 550 FEET NORTH OF THE NORTHWEST CORNER OF
 LX5162'THE WALL SURROUNDING THE CEMETERY IN THE PICNIC GROUNDS AND
 LX5162'70 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS ON THE
 LX5162'EAST BANK OF THE THAMES RIVER.  IT PROJECTS 3 FEET ABOVE THE
 LX5162'SURFACE OF THE GROUND.
 LX5162'
 LX5162'REFERENCE MARK 2 IS A PUNCH MARK IN A BRONZE DISK, STAMPED
 LX5162'STODDARD 2 1934, SET IN THE TOP OF A 2 FOOT BY 3 FOOT
 LX5162'BOULDER.  IT IS 490 FEET NORTH OF THE NORTHWEST CORNER OF
 LX5162'THE WALL SURROUNDING THE CEMETERY IN THE PICNIC GROUNDS, 60
 LX5162'FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS ON THE EAST
 LX5162'BANK OF THE THAMES RIVER AND IN THE FOOT PATH THAT RUNS
 LX5162'NORTHERLY ALONG THE BASE OF A HUGE LEDGE OUTCROP.  IT PROJECTS
 LX5162'6 INCHES ABOVE THE SURFACE OF THE GROUND.
 LX5162'
 LX5162'REFERENCE MARK 3 IS A PUNCH MARK IN THE 1/2 INCH HEAD OF A
 LX5162'BRASS BOLT, THE SHAFT SET IN A 1/2 IN DRILL HOLE IN THE
 LX5162'WESTERLY SIDE OF THE TOP OF A 3 FOOT BY 4 FOOT BOULDER.  IT IS
 LX5162'530 FEET NORTH OF THE NORTHWEST CORNER OF THE WALL SURROUNDING
 LX5162'THE CEMETERY IN THE PICNIC GROUNDS AND 50 FEET EAST OF THE
 LX5162'EAST RAIL OF THE RAILROAD TRACKS ON THE EAST BANK OF THE
 LX5162'THAMES ROAD.  IT PROJECTS 1.5 FEET ABOVE THE SURFACE OF THE
 LX5162'GROUND.
 LX5162'
 LX5162'3226 (CGS) (AZIMUTH MARK) IS A U.S. COAST AND GEODETIC
 LX5162'SURVEY AND STATE SURVEY BRONZE DISK, STAMPED 3226, SET IN THE
 LX5162'TOP OF A 6 INCH BY 6 INCH BY 48 INCHES LONG REINFORCED
 LX5162'CONCRETE MONUMENT.  IT IS ABOUT 1.2 MILES NORTH OF THE
 LX5162'STATION, 400 FEET SOUTH OF WHERE THE CENTERLINE OF THE
 LX5162'MOHEGAN - PEQUOT BRIDGE PASSES OVER THE CENTERLINE OF THE
 LX5162'RAILROAD TRACKS ON THE WEST BANK OF THE THAMES RIVER, 33.2
 LX5162'FEET NORTHEAST OF POLE NUMBER 380, 6.4 FEET EAST OF THE EAST
 LX5162'RAIL OF THE RAILROAD TRACKS AND 5.5 FEET WEST OF THE TOP OF
 LX5162'THE BANK ALONG THE THAMES RIVER.
 LX5162'
 LX5162'U.S.E. 2 1934 IS A U.S. COAST AND GEODETIC TRIANGULATION
 LX5162'STATION BRONZE DISK, STAMPED U.S.E. 2 1934, SET IN THE TOP OF A
 LX5162'4 FT X 8 FT LEDGE OUTCROP THAT IS PART OF A HUGE LEDGE
 LX5162'PENINSULA THAT JUTS OUT FROM THE WEST BANK ON THE THAMES
 LX5162'RIVER AND IS DUE WEST OF THE DOW CHEMICAL CORPORATION ON THE
 LX5162'EAST BANK OF THE THAMES RIVER.  THE TOP IS FLUSH WITH THE
 LX5162'SURFACE OF THE LEDGE.  IT IS ABOUT 1.6 MILES SOUTHWEST OF
 LX5162'THE STATION, 330 FEET EAST OF CONNECTICUT POWER COMPANY POLE
 LX5162'4946 ON KITEMAUG ROAD IN MONTVILLE, 320 FEET EAST OF THE
 LX5162'CENTERLINE OF KITEMAUG ROAD IN MONTVILLE, 260 FEET EAST OF
 LX5162'THE CENTERLINE OF THE RAILROAD TRACKS RUNNING ALONG THE
 LX5162'WEST SIDE OF THE THAMES RIVER AND 30 FEET WEST OF THE EAST
 LX5162'EDGE OF THE LEDGE OUTCROP ON THE WEST SIDE OF THE THAMES
 LX5162'RIVER.
 LX5162'
 LX5162'HEIGHT OF LIGHT ABOVE STATION MARK 1.26 METERS.
 LX5162
 LX5162                          STATION RECOVERY (1984)
 LX5162
 LX5162'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5162'CONN. GEODETIC SURVEY STODDARD 2 RECOVERED FAIR.
 LX5162'
 LX5162'RM 1 STODDARD 1934 RECOVERED MUTILATED.
 LX5162'
 LX5162'RM 2 STODDARD 1934 RECOVERED GOOD.
 LX5162'
 LX5162'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5454 ***********************************************************************
 LX5454  DESIGNATION -  STONE DOCK
 LX5454  PID         -  LX5454
 LX5454  STATE/COUNTY-  CT/NEW LONDON
 LX5454  USGS QUAD   -  NIANTIC (1983)
 LX5454
 LX5454                         *CURRENT SURVEY CONTROL
 LX5454  ___________________________________________________________________
 LX5454* NAD 83(1996)-  41 20 55.96166(N)    072 11 22.47298(W)     ADJUSTED  
 LX5454* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5454  ___________________________________________________________________
 LX5454  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 LX5454  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5454
 LX5454  HORZ ORDER  -  SECOND
 LX5454
 LX5454.The horizontal coordinates were established by classical geodetic methods
 LX5454.and adjusted by the National Geodetic Survey in August 1998..
 LX5454
 LX5454.The orthometric height was scaled from a topographic map.
 LX5454
 LX5454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5454
 LX5454.The geoid height was determined by GEOID03.
 LX5454
 LX5454;                    North         East     Units Scale Factor Converg.
 LX5454;SPC CT       -   209,807.503   351,701.622   MT  0.99998831   +0 22 17.7
 LX5454;SPC CT       -   688,343.45  1,153,874.40   sFT  0.99998831   +0 22 17.7
 LX5454;SPC NY L     -   132,851.222   451,508.544   MT  1.00003275   +1 11 03.0
 LX5454;SPC NY L     -   435,862.72  1,481,324.28   sFT  1.00003275   +1 11 03.0
 LX5454;UTM  18      - 4,581,298.272   735,122.425   MT  1.00028040   +1 51 27.1
 LX5454
 LX5454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5454!SPC CT       -   1.00000468  x   0.99998831  =   0.99999299
 LX5454!SPC NY L     -   1.00000468  x   1.00003275  =   1.00003743
 LX5454!UTM  18      -   1.00000468  x   1.00028040  =   1.00028508
 LX5454
 LX5454|---------------------------------------------------------------------|
 LX5454| PID    Reference Object                     Distance      Geod. Az  |
 LX5454|                                                           dddmmss.s |
 LX5454| LX5458 PLANT                               373.924 METERS 03249     |
 LX5454| LX5490 BRANIERS CHIMNEY                    342.232 METERS 08111     |
 LX5454| LX5459 SANDY POINT                         302.419 METERS 12052     |
 LX5454| LX5488 BISHOPS BAY FLAGPOLE                APPROX. 0.6 KM 1784636.5 |
 LX5454| LX5453 JUDSON                              412.497 METERS 1822220.3 |
 LX5454| CZ7983 STONE DOCK RM 1                      22.330 METERS 19424     |
 LX5454| CZ7984 STONE DOCK RM 2                       6.900 METERS 34833     |
 LX5454|---------------------------------------------------------------------|
 LX5454
 LX5454                          SUPERSEDED SURVEY CONTROL
 LX5454
 LX5454  NAD 83(1992)-  41 20 55.96058(N)    072 11 22.47230(W) AD(       ) 2
 LX5454  NAD 83(1986)-  41 20 55.96198(N)    072 11 22.47665(W) AD(       ) 2
 LX5454  NAD 27      -  41 20 55.62500(N)    072 11 24.20300(W) AD(       ) 2
 LX5454
 LX5454.Superseded values are not recommended for survey control.
 LX5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5454.See file dsdata.txt to determine how the superseded data were derived.
 LX5454
 LX5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3512281298(NAD 83)
 LX5454_MARKER: DS = TRIANGULATION STATION DISK
 LX5454_SETTING: 0 = UNSPECIFIED SETTING
 LX5454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5454
 LX5454  HISTORY     - Date     Condition        Report By
 LX5454  HISTORY     - 1934     MONUMENTED       CGS
 LX5454  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5454  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5454  HISTORY     - 19991226 MARK NOT FOUND   USPSQD
 LX5454
 LX5454                          STATION DESCRIPTION
 LX5454
 LX5454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5454'THE STATION IS LOCATED ON THE W SIDE OF THE NIANTIC RIVER ABOUT
 LX5454'1/2 MILE N OF THE BEND AT SANDY POINT, AND IN THE RETAINING WALL
 LX5454'OF AN OLD STONE DOCK.  THE PROPERTY BELONGS TO MORTON TANK AND IS
 LX5454'KNOWN LOCALLY AS STONE DOCK.  THE WALL IS MADE OF LARGE FLAT
 LX5454'GRANITE STONES LAID IN PLACE.  THE STATION IS A STANDARD DISC SET
 LX5454'IN A DRILL HOLE IN THE CENTER OF THE STONE AND NEAR THE CENTER
 LX5454'OF THE WALL.
 LX5454'
 LX5454'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD DISCS SET IN THE SAME
 LX5454'WALL N AND SW OF THE STATION RESPECTIVELY.
 LX5454
 LX5454                          STATION RECOVERY (1954)
 LX5454
 LX5454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5454'LOST.  THE RETAINING WALL APPEARS TO HAVE A NEW LAYER OF ROCK
 LX5454'ON TOP.  THE STATION MIGHT STILL EXIST BUT IS NO LONGER VISIBLE.
 LX5454
 LX5454                          STATION RECOVERY (1984)
 LX5454
 LX5454'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5454'STONE DOCK 1934 RM 1 COULD NOT LOCATE--
 LX5454'STONE DOCK 1934 RM 2 COULD NOT LOCATE--
 LX5454'STONE DOCK 1934 STATION COULD NOT LOCATE--
 LX5454'
 LX5454'(THIS PROPERTY SEARCHED--THE PROPERTY WAS SOLD BY MORTON TANK TO TWO
 LX5454'OWNERS.  THE OWNER OF THE NORTHERN PART REPORTS THAT SHE HAS LIVED
 LX5454'THERE SINCE 1928, AND THAT ANOTHER LAYER OF STONE WAS PLACED OVER
 LX5454'THE EXISTING STONE.)
 LX5454
 LX5454                          STATION RECOVERY (1999)
 LX5454
 LX5454'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX5454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3376 ***********************************************************************
 LW3376  DESIGNATION -  STONINGTON
 LW3376  PID         -  LW3376
 LW3376  STATE/COUNTY-  CT/NEW LONDON
 LW3376  USGS QUAD   -  MYSTIC (1984)
 LW3376
 LW3376                         *CURRENT SURVEY CONTROL
 LW3376  ___________________________________________________________________
 LW3376* NAD 83(1996)-  41 19 39.83841(N)    071 54 19.17963(W)     ADJUSTED  
 LW3376* NAVD 88     -         1.31   (+/-2cm)       4.3    (feet)  VERTCON   
 LW3376  ___________________________________________________________________
 LW3376  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 LW3376  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3376
 LW3376  HORZ ORDER  -  SECOND
 LW3376  VERT ORDER  -  THIRD ? (See Below)
 LW3376
 LW3376.The horizontal coordinates were established by classical geodetic methods
 LW3376.and adjusted by the National Geodetic Survey in August 1998..
 LW3376
 LW3376.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3376.The vertical order pertains to the NGVD 29 superseded value.
 LW3376
 LW3376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3376
 LW3376.The geoid height was determined by GEOID03.
 LW3376
 LW3376;                    North         East     Units Scale Factor Converg.
 LW3376;SPC CT       -   207,652.634   375,512.226   MT  0.99998957   +0 33 36.2
 LW3376;SPC CT       -   681,273.68  1,231,993.03   sFT  0.99998957   +0 33 36.2
 LW3376;SPC RI       -    27,221.589    66,067.336   MT  1.00000791   -0 16 03.6
 LW3376;SPC RI       -    89,309.50    216,755.92   sFT  1.00000791   -0 16 03.6
 LW3376;SPC NY L     -   131,033.634   475,348.279   MT  1.00002960   +1 22 12.3
 LW3376;SPC NY L     -   429,899.51  1,559,538.48   sFT  1.00002960   +1 22 12.3
 LW3376;UTM  19      - 4,579,212.290   256,858.305   MT  1.00032762   -1 55 10.3
 LW3376
 LW3376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3376!SPC CT       -   1.00000460  x   0.99998957  =   0.99999417
 LW3376!SPC RI       -   1.00000460  x   1.00000791  =   1.00001251
 LW3376!SPC NY L     -   1.00000460  x   1.00002960  =   1.00003420
 LW3376!UTM  19      -   1.00000460  x   1.00032762  =   1.00033223
 LW3376
 LW3376:                Primary Azimuth Mark                     Grid Az
 LW3376:SPC CT       -  NORTH STONINGTON BAPT CH SPIRE           023 19 23.1
 LW3376:SPC RI       -  NORTH STONINGTON BAPT CH SPIRE           024 09 02.9
 LW3376:SPC NY L     -  NORTH STONINGTON BAPT CH SPIRE           022 30 47.0
 LW3376:UTM  19      -  NORTH STONINGTON BAPT CH SPIRE           025 48 09.6
 LW3376
 LW3376|---------------------------------------------------------------------|
 LW3376| PID    Reference Object                     Distance      Geod. Az  |
 LW3376|                                                           dddmmss.s |
 LW3376| LW3264 NORTH STONINGTON BAPT CH SPIRE      APPROX.12.2 KM 0235259.3 |
 LW3376| LW3365 FREEMAN HOUSE                       APPROX. 1.8 KM 0550056.3 |
 LW3376| LW0733 STONINGTON RM 1                      11.462 METERS 07745     |
 LW3376| LW3277 FORT HILL NEW TANK                  APPROX. 7.5 KM 0805006.6 |
 LW3376| LW3335 BARN ISLAND CHIMNEY                 APPROX. 3.1 KM 0862329.9 |
 LW3376| LW0734 STONINGTON RM 2                      10.969 METERS 11816     |
 LW3376| LW3407 LATIMER REEF LIGHTHOUSE             APPROX. 3.5 KM 2221603.8 |
 LW3376| LW3420 STONINGTON BREAKWATER LT            APPROX. 0.7 KM 2460207.7 |
 LW3376| CB8574 STONINGTON AZ MK                                   2722843.1 |
 LW3376|---------------------------------------------------------------------|
 LW3376
 LW3376                          SUPERSEDED SURVEY CONTROL
 LW3376
 LW3376  NAD 83(1992)-  41 19 39.83711(N)    071 54 19.17883(W) AD(       ) 2
 LW3376  NAD 83(1986)-  41 19 39.83681(N)    071 54 19.18137(W) AD(       ) 2
 LW3376  NAD 27      -  41 19 39.48129(N)    071 54 20.92735(W) AD(       ) 2
 LW3376  NGVD 29 (07/19/86)    1.60   (m)            5.2    (f) LEVELING    3  
 LW3376
 LW3376.Superseded values are not recommended for survey control.
 LW3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3376.See file dsdata.txt to determine how the superseded data were derived.
 LW3376
 LW3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5685879212(NAD 83)
 LW3376_MARKER: DS = TRIANGULATION STATION DISK
 LW3376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3376_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3376+STABILITY: SURFACE MOTION
 LW3376
 LW3376  HISTORY     - Date     Condition        Report By
 LW3376  HISTORY     - 1934     MONUMENTED       CGS
 LW3376  HISTORY     - 1948     MARK NOT FOUND   CGS
 LW3376  HISTORY     - 1954     MARK NOT FOUND   CGS
 LW3376  HISTORY     - 1965     MARK NOT FOUND   CGS
 LW3376  HISTORY     - 1966     MARK NOT FOUND   CGS
 LW3376  HISTORY     - 1975     GOOD             NGS
 LW3376  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LW3376  HISTORY     - 1988     GOOD             USPSQD
 LW3376  HISTORY     - 1990     POOR             USPSQD
 LW3376  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 LW3376
 LW3376                          STATION DESCRIPTION
 LW3376
 LW3376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3376'THE STATION IS LOCATED ON THE SOUTHERN END OF STONINGTON POINT AT
 LW3376'THE S END OF WATER STREET IN THE VILLAGE OF STONINGTON.  THE END
 LW3376'OF THE POINT HAS BEEN FILLED IN INSIDE OF A SEMI-CIRCULAR SEA
 LW3376'WALL.  THE STATION IS MARKED BY A STANDARD DISC SET IN THE TOP OF
 LW3376'A 12- BY 12- BY 30-INCH CONCRETE POST 38.1 METERS FROM THE SEA
 LW3376'WALL AT THE S END, AND 10.7 METERS W OF THE SEA WALL AT THE E SIDE
 LW3376'OF THE POINT.  THE SUB-SURFACE MARK IS A STANDARD DISC SET IN AN
 LW3376'IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE MARK.
 LW3376'
 LW3376'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISCS SET IN
 LW3376'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  REFERENCE MARK NO. 2 IS
 LW3376'A STANDARD BRONZE DISC SET IN A BOULDER AS DESCRIBED IN NOTE 12C.
 LW3376'
 LW3376'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN THE
 LW3376'CAP-STONE OF THE SEA WALL JUST S OF THE STONE WALL ACROSS THE
 LW3376'POINT.  REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN A DRILL HOLE
 LW3376'HOLE IN A BOULDER SE OF THE STATION.
 LW3376'
 LW3376'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3376
 LW3376                          STATION RECOVERY (1948)
 LW3376
 LW3376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3376'THE TWO REFERENCE MARKS FOR THIS STATION WERE FOUND AS
 LW3376'DESCRIBED.  THE DISTANCES GIVEN IN THE ORIGINAL DESCRIPTION WERE
 LW3376'MEASURED TO WHERE THE STATION SHOULD BE AND A HOLE WAS DUG
 LW3376'AT THIS POINT, APPROXIMATELY 2 FEET DEEP, BUT NOTHING COULD BE
 LW3376'FOUND.  THIS STATION MAY STILL BE IN AS DESCRIBED.  IF SO, IT IS
 LW3376'UNDER SEVERAL FEET OF SAND AND ROCK AT THE PRESENT TIME.
 LW3376
 LW3376                          STATION RECOVERY (1954)
 LW3376
 LW3376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3376'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.  POINT IS NOW
 LW3376'USED AS A PARKING AREA AND HAS UNDERGONE CONSIDERABLE
 LW3376'GRADING.  STATION AND REFERENCE MARK 2 ARE PROBABLY
 LW3376'DESTROYED.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LW3376'
 LW3376'REFERENCE MARK 1 IS LOCATED ON THE S END OF STONINGTON POINT,
 LW3376'AT THE S END OF WATER STREET, IN THE VILLAGE OF STONINGTON, ON
 LW3376'THE E SIDE OF THE POINT, TO THE E OF A PARKING AREA, ON TOP OF
 LW3376'A ROCK BULKHEAD, AND JUST S OF THE ROCK FENCE ON THE N SIDE
 LW3376'OF THE PARKING AREA.  A STANDARD DISK, STAMPED STONINGTON NO 1
 LW3376'1934 AND SET IN A DRILL HOLE IN A BOULDER IN THE BULKHEAD.
 LW3376
 LW3376                          STATION RECOVERY (1965)
 LW3376
 LW3376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LW3376'THE STATION WAS NOT RECOVERED.  REFERENCE MARKS NO. 1 AND NO. 2
 LW3376'WERE FOUND AND IN GOOD CONDITION.  THE STATION IS REPORTED TO BE
 LW3376'UNDER A 2 FOOT FILL AND WAS NOT DUG OUT FOR RECOVERY.
 LW3376'
 LW3376'THE TWO REFERENCE MARK MAY BE REACHED BY GOING 0.65 MILE SOUTH
 LW3376'ALONG WATER STREET FROM THE STONINGTON POST OFFICE.
 LW3376'
 LW3376'RM NO. 1 IS SET ON THE TOP OF SEA WALL AT THE EXTREME SOUTH
 LW3376'END OF WATER STREET, 120 FEET EAST OF THE EXTENDED CENTER LINE
 LW3376'OF WATER STREET, 151-1/2 FEET NORTHEAST OF A FLAGPOLE, 34 FEET
 LW3376'SOUTH OF THE NORTHEAST CORNER OF A PARKING AREA, 25.4 FEET
 LW3376'NORTH-NORTHEAST OF RM 2 AND ABOUT 0.8 FOOT ABOVE THE LEVEL OF
 LW3376'THE PARKING AREA.  IT IS STAMPED STONINGTON NO 1 1934.
 LW3376'
 LW3376'RM NO. 2 IS ABOUT 120 FEET EAST OF THE EXTENDED CENTER LINE OF
 LW3376'WATER STREET, 2.7 FEET WEST OF THE WEST SIDE OF STONE WALL, 126
 LW3376'FEET NORTHEAST OF FLAGPOLE, SET IN THE TOP OF A BOULDER WHICH IS
 LW3376'1 FOOT BELOW THE LEVEL OF THE BEACH AND 0.8 FOOT BELOW THE
 LW3376'LEVEL OF THE GROUND.  IT IS STAMPED STONINGTON NO 2 1934.
 LW3376
 LW3376                          STATION RECOVERY (1966)
 LW3376
 LW3376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3376'REFERENCE MARK 1 RECOVERED AS DESCRIBED.  STATION BARES 5 FT AT MHW.
 LW3376'
 LW3376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3376'AT STONNINGTON.
 LW3376
 LW3376                          STATION RECOVERY (1975)
 LW3376
 LW3376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3376'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 LW3376'IN GOOD CONDITION.  THE STATION MARK WAS COVERED WITH ABOUT
 LW3376'1 FOOT OF FILL DIRT AND REFERENCE MARK 2 WAS COVERED WITH ABOUT
 LW3376'8 INCHES OF FILL DIRT.  THE DIRECTION TO BOTH REFERENCE MARKS
 LW3376'CHECKED WITH THE 1934 OBSERVATIONS.  THE DISTANCE TO REFERENCE
 LW3376'MARK 1 WAS FOUND SHORTER BY 0.01 METER AND THE DISTANCE TO
 LW3376'REFERENCE MARK 2 WAS FOUND SHORTER BY 0.01 METER.  AN AZIMUTH
 LW3376'MARK WAS ESTABLISHED AT THIS TIME.  DUE TO CHANGES, A COMPLETE
 LW3376'NEW DESCRIPTION FOLLOWS.
 LW3376'
 LW3376'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF MYSTIC, 1/4
 LW3376'MILE SOUTH OF THE CENTER OF STONINGTON, ON THE SOUTHERN END OF
 LW3376'STONINGTON POINT AND AT THE SOUTH END OF WATER STREET.  IT IS ON
 LW3376'THE NORTHEAST CORNER OF A PARKING AREA, OWNED BY THE TOWN OF
 LW3376'STONINGTON.
 LW3376'
 LW3376'TO REACH THE STATION FROM THE POST OFFICE IN STONINGTON, GO
 LW3376'SOUTH ON WATER STREET FOR 0.65 MILE TO THE END OF THE STREET
 LW3376'AND A PARKING AREA AND THE STATION AS DESCRIBED.
 LW3376'
 LW3376'THE STATION MARKS ARE STANDARD DISKS STAMPED
 LW3376'STONINGTON 1934.  THE SURFACE MARK IS SET IN A 12-INCH SQUARE
 LW3376'CONCRETE POST THAT IS 1 FOOT BELOW THE GROUND SURFACE.  THE
 LW3376'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 LW3376'42 INCHES BELOW THE GROUND SURFACE.  THEY ARE 147 FEET NORTH
 LW3376'OF THE SOUTH EDGE OF A RETAINING WALL, 136 FEET SOUTH OF AN
 LW3376'EAST-WEST BOARD FENCE, 134.8 FEET NORTH-NORTHEAST OF A FLAG
 LW3376'POLE, 119.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN
 LW3376'LINK FENCE AND 38 FEET WEST OF THE EAST EDGE OF A RETAINING WALL.
 LW3376'
 LW3376'REFERENCE MARK 1, STAMPED STONINGTON NO 1 1934, IS A STANDARD
 LW3376'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A RETAINING WALL.  IT
 LW3376'IS 151.5 FEET NORTHEAST OF THE FLAG POLE, 150 FEET
 LW3376'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE,
 LW3376'134.5 FEET NORTH OF THE SOUTHEAST CORNER OF THE RETAINING WALL,
 LW3376'129 FEET SOUTH OF THE NORTH END OF THE RETAINING WALL AND 2.1
 LW3376'FEET WEST OF THE EAST EDGE OF THE RETAINING WALL.
 LW3376'
 LW3376'REFERENCE MARK 2, STAMPED STONINGTON NO 2 1934, IS A STANDARD
 LW3376'DISK CEMENTED IN A DRILL HOLE IN A BOULDER 8 INCHES BELOW THE
 LW3376'GROUND SURFACE.  IT IS 155 FEET SOUTHEAST OF THE SOUTHEAST
 LW3376'CORNER OF THE CHAIN LINK FENCE, 126 FEET NORTHEAST OF THE FLAG
 LW3376'POLE, 109 FEET NORTH OF THE SOUTHEAST CORNER OF THE RETAINING
 LW3376'WALL AND 4.7 FEET WEST OF THE EAST EDGE OF THE RETAINING WALL.
 LW3376'
 LW3376'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LW3376'STONINGTON 1934 AZ MK 1975.  IT IS CEMENTED IN A DRILL HOLE IN
 LW3376'A LARGE ROCK OUTCROP AND ABOUT 3 FEET ABOVE THE HIGH
 LW3376'WATER LINE.  IT IS 730 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 LW3376'OF MRS. F. V. DRAKES HOUSE, 322 FEET SOUTH-SOUTHWEST OF A
 LW3376'FLAG POLE, 100 FEET EAST OF THE HIGH WATER LINE, 81 FEET NORTH
 LW3376'OF THE HIGH WATER LINE AND 57 FEET WEST OF THE HIGH WATER LINE.
 LW3376'
 LW3376'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAYS 1
 LW3376'AND 1A, ABOUT 1 MILE NORTHWEST OF STONINGTON, GO WEST ON
 LW3376'U.S. HIGHWAY 1 FOR 0.5 MILE TO A CROSSROAD (COLLINS ROAD ON
 LW3376'THE RIGHT AND WAMPHASSUC ROAD ON THE LEFT).  TURN LEFT AND
 LW3376'GO SOUTH ON WAMPHASSUC ROAD FOR 100 FEET TO STONINGTON ROAD
 LW3376'ON THE RIGHT.  CONTINUE SOUTH ON WAMPHASSUC ROAD FOR 0.35
 LW3376'MILE TO A FORK, JUST AFTER CROSSING A RAILROAD TRACK.  BEAR
 LW3376'RIGHT AND GO SOUTHWEST AND SOUTH ON WAMPHASSUC ROAD FOR 0.6
 LW3376'MILE TO A GATE AND A SIGN (WAMPHASSUC POINT, PRIVATE,
 LW3376'RESIDENTS ONLY).  CONTINUE SOUTH, GOING THROUGH GATE, FOR
 LW3376'0.3 MILE TO A FORK AND A GATE AT THE RIGHT FORK AND
 LW3376'SIGN (DRAKE).  GO SOUTH THROUGH THE GATE FOR 0.05 MILE
 LW3376'TO MRS. F. V. DRAKES HOUSE AND THE AZIMUTH MARK BEHIND
 LW3376'THE HOUSE AS DESCRIBED.  THE MARK IS ON MRS. DRAKES
 LW3376'PROPERTY, ON THE MOST SOUTHERLY PART OF WAMPHASSUC
 LW3376'POINT.
 LW3376'
 LW3376'HEIGHT OF LIGHT ABOVE STATION MARK 5.4 FEET.
 LW3376'
 LW3376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3376'1/4 MILE SOUTH OF STONINGTON.
 LW3376
 LW3376                          STATION RECOVERY (1983)
 LW3376
 LW3376'RECOVERY NOTE BY US POWER SQUADRON 1983 (KL)
 LW3376'STONINGTON NO 2 1934 RECOVERED GOOD.
 LW3376'
 LW3376'NOW 1.2 FEET BELOW GROUND LEVEL.
 LW3376'
 LW3376'STONINGTON NO 1 1934 REC FAIR.
 LW3376
 LW3376                          STATION RECOVERY (1988)
 LW3376
 LW3376'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3376'RECOVERED IN GOOD CONDITION.
 LW3376
 LW3376                          STATION RECOVERY (1990)
 LW3376
 LW3376'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3376'MARK RECOVERED IN POOR CONDITION.
 LW3376
 LW3376                          STATION RECOVERY (2002)
 LW3376
 LW3376'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3376'STATION AND RM2 NOT FOUND. RM1 DESCRIPTION ADEQUATE, IN POOR
 LW3376'CONDITION, STAMPING ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0743 ***********************************************************************
 LW0743  DESIGNATION -  STONINGTON 34
 LW0743  PID         -  LW0743
 LW0743  STATE/COUNTY-  CT/NEW LONDON
 LW0743  USGS QUAD   -  ASHAWAY (1984)
 LW0743
 LW0743                         *CURRENT SURVEY CONTROL
 LW0743  ___________________________________________________________________
 LW0743* NAD 83(1986)-  41 22 39.     (N)    071 49 58.     (W)     SCALED    
 LW0743* NAVD 88     -         3.157  (meters)      10.36   (feet)  ADJUSTED  
 LW0743  ___________________________________________________________________
 LW0743  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LW0743  DYNAMIC HT  -           3.156 (meters)      10.35  (feet)  COMP
 LW0743  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LW0743
 LW0743  VERT ORDER  -  FIRST     CLASS I
 LW0743
 LW0743.The horizontal coordinates were scaled from a topographic map and have
 LW0743.an estimated accuracy of +/- 6 seconds.
 LW0743
 LW0743.The orthometric height was determined by differential leveling
 LW0743.and adjusted by the National Geodetic Survey in June 1991..
 LW0743
 LW0743.The geoid height was determined by GEOID03.
 LW0743
 LW0743.The dynamic height is computed by dividing the NAVD 88
 LW0743.geopotential number by the normal gravity value computed on the
 LW0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0743.degrees latitude (g = 980.6199 gals.).
 LW0743
 LW0743.The modeled gravity was interpolated from observed gravity values.
 LW0743
 LW0743;                    North         East    Units  Estimated Accuracy
 LW0743;SPC CT       -   213,240.      381,530.      MT  (+/- 180 meters Scaled)
 LW0743
 LW0743                          SUPERSEDED SURVEY CONTROL
 LW0743
 LW0743  NGVD 29 (??/??/92)    3.446  (m)           11.31   (f) ADJ UNCH    1 1
 LW0743
 LW0743.Superseded values are not recommended for survey control.
 LW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0743.See file dsdata.txt to determine how the superseded data were derived.
 LW0743
 LW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF631845(NAD 83)
 LW0743_MARKER: DD = SURVEY DISK
 LW0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0743_SP_SET: SIDEWALK
 LW0743_STAMPING: A
 LW0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0743
 LW0743  HISTORY     - Date     Condition        Report By
 LW0743  HISTORY     - UNK      MONUMENTED       CTGS
 LW0743  HISTORY     - 1965     GOOD             NGS
 LW0743  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0743
 LW0743                          STATION DESCRIPTION
 LW0743
 LW0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0743'AT PAWCATUCK.
 LW0743'AT PAWCATUCK, AT THE JUNCTION OF BROAD AND COGGSWELL STREET,
 LW0743'ABOUT 0.05 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 LW0743'HIGHWAY 2, NEAR THE CONNECTICUT-RHODE ISLAND STATE LINE, SET IN
 LW0743'THE TOP OF THE CONCRETE SIDEWALK, 11.5 FEET NORTHEAST OF THE
 LW0743'NORTHEAST CURB OF BROAD STREET, 1.4 FEET SOUTHEAST OF THE
 LW0743'SOUTHEAST CURB OF COGGSWELL STREET AND LEVEL WITH THE SIDEWALK.
 LW0743
 LW0743                          STATION RECOVERY (1984)
 LW0743
 LW0743'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0743'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3420 ***********************************************************************
 LW3420  DESIGNATION -  STONINGTON BREAKWATER LT
 LW3420  PID         -  LW3420
 LW3420  STATE/COUNTY-  CT/NEW LONDON
 LW3420  USGS QUAD   -  MYSTIC (1984)
 LW3420
 LW3420                         *CURRENT SURVEY CONTROL
 LW3420  ___________________________________________________________________
 LW3420* NAD 83(1996)-  41 19 30.41183(N)    071 54 47.31018(W)     ADJUSTED  
 LW3420* NAVD 88     -                                                        
 LW3420  ___________________________________________________________________
 LW3420  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 LW3420  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW3420
 LW3420  HORZ ORDER  -  THIRD
 LW3420
 LW3420.The horizontal coordinates were established by classical geodetic methods
 LW3420.and adjusted by the National Geodetic Survey in August 1998..
 LW3420
 LW3420
 LW3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3420
 LW3420.The geoid height was determined by GEOID03.
 LW3420
 LW3420;                    North         East     Units Scale Factor Converg.
 LW3420;SPC CT       -   207,355.475   374,860.911   MT  0.99998973   +0 33 17.6
 LW3420;SPC CT       -   680,298.75  1,229,856.17   sFT  0.99998973   +0 33 17.6
 LW3420;SPC RI       -    26,933.865    65,411.784   MT  1.00000847   -0 16 22.1
 LW3420;SPC RI       -    88,365.52    214,605.16   sFT  1.00000847   -0 16 22.1
 LW3420;SPC NY L     -   130,727.285   474,701.205   MT  1.00002922   +1 21 53.9
 LW3420;SPC NY L     -   428,894.43  1,557,415.54   sFT  1.00002922   +1 21 53.9
 LW3420;UTM  19      - 4,578,943.495   256,194.519   MT  1.00033160   -1 55 28.5
 LW3420
 LW3420                          SUPERSEDED SURVEY CONTROL
 LW3420
 LW3420  NAD 83(1992)-  41 19 30.41053(N)    071 54 47.30938(W) AD(       ) 4
 LW3420  NAD 83(1986)-  41 19 30.41016(N)    071 54 47.31260(W) AD(       ) 4
 LW3420  NAD 27      -  41 19 30.05700(N)    071 54 49.07000(W) AD(       ) 3
 LW3420
 LW3420.Superseded values are not recommended for survey control.
 LW3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3420.See file dsdata.txt to determine how the superseded data were derived.
 LW3420
 LW3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5619578943(NAD 83)
 LW3420_MARKER: 14 = NAVIGATION LIGHT
 LW3420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3420+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2002
 LW3420
 LW3420  HISTORY     - Date     Condition        Report By
 LW3420  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3420  HISTORY     - 1948     GOOD             CGS
 LW3420  HISTORY     - 1954     GOOD             CGS
 LW3420  HISTORY     - 1966     GOOD             CGS
 LW3420  HISTORY     - 1990     GOOD             USPSQD
 LW3420  HISTORY     - 20020206 GOOD             USPSQD
 LW3420
 LW3420                          STATION DESCRIPTION
 LW3420
 LW3420'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3420'THIS LIGHT IS ON THE E END OF THE STONINGTON BREAKWATER, WHICH
 LW3420'NOW KNOWN AS STONINGTON WEST BREAKWATER.  THE LIGHT CONSISTS OF
 LW3420'A SQUARE CONCRETE BASE PAINTED BLACK.  THIS BASE IS POURED ON
 LW3420'SQUARE ROCK BLOCKS.  THE LIGHT HAS A WHITE TANK HOUSE WITH A SUPER
 LW3420'STRUCTURE OF ANGLE IRON AND BRACES PAINTED BLACK WITH A
 LW3420'LIGHT ON TOP OF SUPERSTRUCTURE.
 LW3420
 LW3420                          STATION RECOVERY (1954)
 LW3420
 LW3420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3420'STATION RECOVERED IN GOOD CONDITION.  THE 1948 DESCRIPTION BY
 LW3420'R.J.S. IS ADEQUATE.  IT IS LISTED AS NO. 662 IN THE COMPLETE
 LW3420'LIST OF LIGHTS AND OTHER MARINE AIDS, ATLANTIC COAST OF THE
 LW3420'U.S. FOR 1954.
 LW3420
 LW3420                          STATION RECOVERY (1966)
 LW3420
 LW3420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3420'STATION RECOVERED AS DESCRIBED.
 LW3420'
 LW3420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3420'AT STONNINGTON.
 LW3420
 LW3420                          STATION RECOVERY (1990)
 LW3420
 LW3420'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3420'RECOVERED IN GOOD CONDITION.
 LW3420
 LW3420                          STATION RECOVERY (2002)
 LW3420
 LW3420'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3375 ***********************************************************************
 LW3375  DESIGNATION -  STONINGTON HARBOR LIGHTHOUSE
 LW3375  PID         -  LW3375
 LW3375  STATE/COUNTY-  CT/NEW LONDON
 LW3375  USGS QUAD   -  MYSTIC (1984)
 LW3375
 LW3375                         *CURRENT SURVEY CONTROL
 LW3375  ___________________________________________________________________
 LW3375* NAD 83(1996)-  41 19 42.54296(N)    071 54 19.95514(W)     ADJUSTED  
 LW3375* NAVD 88     -        -0.29   (+/-2cm)      -1.0    (feet)  VERTCON   
 LW3375  ___________________________________________________________________
 LW3375  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 LW3375  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3375
 LW3375  HORZ ORDER  -  THIRD
 LW3375  VERT ORDER  -  THIRD ? (See Below)
 LW3375
 LW3375.The horizontal coordinates were established by classical geodetic methods
 LW3375.and adjusted by the National Geodetic Survey in August 1998..
 LW3375
 LW3375.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3375.The vertical order pertains to the NGVD 29 superseded value.
 LW3375
 LW3375.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3375
 LW3375.The geoid height was determined by GEOID03.
 LW3375
 LW3375;                    North         East     Units Scale Factor Converg.
 LW3375;SPC CT       -   207,735.888   375,493.377   MT  0.99998952   +0 33 35.7
 LW3375;SPC CT       -   681,546.83  1,231,931.19   sFT  0.99998952   +0 33 35.7
 LW3375;SPC RI       -    27,305.109    66,049.692   MT  1.00000793   -0 16 04.1
 LW3375;SPC RI       -    89,583.51    216,698.03   sFT  1.00000793   -0 16 04.1
 LW3375;UTM  19      - 4,579,296.310   256,843.071   MT  1.00032771   -1 55 10.9
 LW3375
 LW3375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3375!SPC CT       -   1.00000485  x   0.99998952  =   0.99999437
 LW3375!SPC RI       -   1.00000485  x   1.00000793  =   1.00001278
 LW3375!UTM  19      -   1.00000485  x   1.00032771  =   1.00033257
 LW3375
 LW3375:                Primary Azimuth Mark                     Grid Az
 LW3375:SPC CT       -  RHODES FOLLY BEACON                      073 10 05.9
 LW3375:SPC RI       -  RHODES FOLLY BEACON                      073 59 45.7
 LW3375:UTM  19      -  RHODES FOLLY BEACON                      075 38 52.5
 LW3375
 LW3375|---------------------------------------------------------------------|
 LW3375| PID    Reference Object                     Distance      Geod. Az  |
 LW3375|                                                           dddmmss.s |
 LW3375| LW3360 RHODES FOLLY BEACON                 APPROX. 1.0 KM 0734341.6 |
 LW3375| LW3313 WATCH HILL CHURCH SPIRE             APPROX. 4.7 KM 1152356.0 |
 LW3375| LW3312 WATCH HILL HOTEL CUPOLA             APPROX. 4.7 KM 1170047.8 |
 LW3375| LW3310 LARKIN HOTEL NORTH TOWER            APPROX. 4.6 KM 1184752.8 |
 LW3375| LW3309 LARKIN HOTEL SOUTH TOWER            APPROX. 4.7 KM 1191146.1 |
 LW3375| LW3308 WATCH HILL LIGHTHOUSE               APPROX. 4.8 KM 1244510.4 |
 LW3375| LW3332 WATCH HILL REEF BEACON              APPROX. 5.1 KM 1365315.2 |
 LW3375| LW3356 FORT MANSFIELD FLAGSTAFF            APPROX. 3.2 KM 1372216.6 |
 LW3375| LW3353 SUGAR ROCK BEACON                   APPROX. 4.4 KM 1491109.9 |
 LW3375| LW3367 CATUMB ROCKS BEACON                 APPROX. 4.5 KM 1551104.0 |
 LW3375| LW3419 STONINGTON BREAKWATER LH            APPROX. 0.7 KM 2393205.0 |
 LW3375|---------------------------------------------------------------------|
 LW3375
 LW3375                          SUPERSEDED SURVEY CONTROL
 LW3375
 LW3375  NAD 83(1992)-  41 19 42.54160(N)    071 54 19.95425(W) AD(       ) 3
 LW3375  NAD 83(1986)-  41 19 42.54189(N)    071 54 19.95773(W) AD(       ) 3
 LW3375  NAD 27      -  41 19 42.17000(N)    071 54 21.71000(W) AD(       ) 3
 LW3375  NGVD 29 (07/19/86)    0.00   (m)            0.0    (f) LEVELING    3  
 LW3375
 LW3375.Superseded values are not recommended for survey control.
 LW3375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3375.See file dsdata.txt to determine how the superseded data were derived.
 LW3375
 LW3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5684379296(NAD 83)
 LW3375_MARKER: 13 = LIGHTHOUSE
 LW3375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3375+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 LW3375
 LW3375  HISTORY     - Date     Condition        Report By
 LW3375  HISTORY     - 1873     FIRST OBSERVED   CGS
 LW3375  HISTORY     - 1904     GOOD             CGS
 LW3375  HISTORY     - 1954     GOOD             CGS
 LW3375  HISTORY     - 1966     GOOD             CGS
 LW3375  HISTORY     - 1990     GOOD             USPSQD
 LW3375  HISTORY     - 1990     GOOD             USPSQD
 LW3375  HISTORY     - 20011002 GOOD             USPSQD
 LW3375  HISTORY     - 20040903 GOOD             USPSQD
 LW3375
 LW3375                          STATION DESCRIPTION
 LW3375
 LW3375'DESCRIBED BY COAST AND GEODETIC SURVEY 1904
 LW3375'STATION IS ON STONINGTON POINT, JUST S OF THE CITY OF STONINGTON,
 LW3375'AND ON THE E SIDE OF THE ROAD LEADING THEREFROM.  THIS IS THE OLD
 LW3375'TOWER, WHICH IS NO LONGER LIGHTED.
 LW3375
 LW3375                          STATION RECOVERY (1954)
 LW3375
 LW3375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3375'STATION RECOVERED IN GOOD CONDITION.  NO PREVIOUS DESCRIPTION.  A
 LW3375'COMPLETE NEW DESCRIPTION FOLLOWS--
 LW3375'
 LW3375'STATION IS THE CENTER OF A CIRCULAR STONE TOWER ON THE W SIDE
 LW3375'OF A STONE BUILDING.  BUILDING IS NEXT TO THE MOST S BUILDING ON
 LW3375'THE E SIDE OF WATER STREET, STONINGTON VILLAGE.
 LW3375
 LW3375                          STATION RECOVERY (1966)
 LW3375
 LW3375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3375'RECOVERED AS DESCRIBED.
 LW3375'
 LW3375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3375'AT STONNINGTON.
 LW3375
 LW3375                          STATION RECOVERY (1990)
 LW3375
 LW3375'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3375'RECOVERED IN GOOD CONDITION.
 LW3375
 LW3375                          STATION RECOVERY (1990)
 LW3375
 LW3375'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3375'RECOVERED IN GOOD CONDITION.
 LW3375
 LW3375                          STATION RECOVERY (2001)
 LW3375
 LW3375'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3375'RECOVERED IN GOOD CONDITION.
 LW3375
 LW3375                          STATION RECOVERY (2004)
 LW3375
 LW3375'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3371 ***********************************************************************
 LW3371  DESIGNATION -  STONINGTON INNER BREAKWATER LT
 LW3371  PID         -  LW3371
 LW3371  STATE/COUNTY-  CT/NEW LONDON
 LW3371  USGS QUAD   -  MYSTIC (1984)
 LW3371
 LW3371                         *CURRENT SURVEY CONTROL
 LW3371  ___________________________________________________________________
 LW3371* NAD 83(1996)-  41 19 50.06013(N)    071 54 34.02881(W)     ADJUSTED  
 LW3371* NAVD 88     -                                                        
 LW3371  ___________________________________________________________________
 LW3371  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 LW3371  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3371
 LW3371  HORZ ORDER  -  THIRD
 LW3371
 LW3371.The horizontal coordinates were established by classical geodetic methods
 LW3371.and adjusted by the National Geodetic Survey in August 1998..
 LW3371
 LW3371
 LW3371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3371
 LW3371.The geoid height was determined by GEOID03.
 LW3371
 LW3371;                    North         East     Units Scale Factor Converg.
 LW3371;SPC CT       -   207,964.590   375,163.865   MT  0.99998939   +0 33 26.4
 LW3371;SPC CT       -   682,297.16  1,230,850.11   sFT  0.99998939   +0 33 26.4
 LW3371;SPC RI       -    27,538.550    65,723.511   MT  1.00000820   -0 16 13.5
 LW3371;SPC RI       -    90,349.39    215,627.89   sFT  1.00000820   -0 16 13.5
 LW3371;SPC NY L     -   131,340.646   474,995.528   MT  1.00003002   +1 22 02.6
 LW3371;SPC NY L     -   430,906.77  1,558,381.16   sFT  1.00003002   +1 22 02.6
 LW3371;UTM  19      - 4,579,539.135   256,523.653   MT  1.00032962   -1 55 20.5
 LW3371
 LW3371                          SUPERSEDED SURVEY CONTROL
 LW3371
 LW3371  NAD 83(1992)-  41 19 50.05884(N)    071 54 34.02801(W) AD(       ) 4
 LW3371  NAD 83(1986)-  41 19 50.05881(N)    071 54 34.03143(W) AD(       ) 4
 LW3371  NAD 27      -  41 19 49.70500(N)    071 54 35.78900(W) AD(       ) 3
 LW3371
 LW3371.Superseded values are not recommended for survey control.
 LW3371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3371.See file dsdata.txt to determine how the superseded data were derived.
 LW3371
 LW3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5652479539(NAD 83)
 LW3371_MARKER: 14 = NAVIGATION LIGHT
 LW3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3371+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2004
 LW3371
 LW3371  HISTORY     - Date     Condition        Report By
 LW3371  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3371  HISTORY     - 1948     GOOD             CGS
 LW3371  HISTORY     - 1954     GOOD             CGS
 LW3371  HISTORY     - 1966     GOOD             CGS
 LW3371  HISTORY     - 1990     GOOD             USPSQD
 LW3371  HISTORY     - 20011002 GOOD             USPSQD
 LW3371  HISTORY     - 20040903 GOOD             USPSQD
 LW3371
 LW3371                          STATION DESCRIPTION
 LW3371
 LW3371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3371'THIS LIGHT IS LOCATED ON THE W END OF A BREAKWATER NOW KNOWN
 LW3371'AS ATWOOD BREAKWATER, WHICH IS LOCATED IN STONINGTON HARBOR AT
 LW3371'STONINGTON.  THE LIGHT CONSISTS OF A SQUARE CONCRETE BASE
 LW3371'PAINTED RED, A WHITE TANK HOUSE, A SUPERSTRUCTURE OF ANGLE IRON
 LW3371'AND BRACES PAINTED RED, WITH A LIGHT ON TOP OF SUPERSTRUCTURE.
 LW3371
 LW3371                          STATION RECOVERY (1954)
 LW3371
 LW3371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3371'STATION RECOVERED IN GOOD CONDITION.  THE 1948 DESCRIPTION BY
 LW3371'R.J.S. IS ADEQUATE.  IT IS NO. 663 IN THE COMPLETE LIST OF LIGHTS
 LW3371'AND OTHER MARINE AIDS, ATLANTIC COAST OF THE UNITED STATES FOR
 LW3371'1954.
 LW3371
 LW3371                          STATION RECOVERY (1966)
 LW3371
 LW3371'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3371'STATION RECOVERED AS DESCRIBED.
 LW3371'
 LW3371'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3371'AT STONNINGTON.
 LW3371
 LW3371                          STATION RECOVERY (1990)
 LW3371
 LW3371'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3371'RECOVERED IN GOOD CONDITION.
 LW3371
 LW3371                          STATION RECOVERY (2001)
 LW3371
 LW3371'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3371'RECOVERED IN GOOD CONDITION.
 LW3371
 LW3371                          STATION RECOVERY (2004)
 LW3371
 LW3371'RECOVERY NOTE BY US POWER SQUADRON 2004 (KJM)
 LW3371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3437 ***********************************************************************
 LW3437  DESIGNATION -  STONINGTON MUN TANK
 LW3437  PID         -  LW3437
 LW3437  STATE/COUNTY-  CT/NEW LONDON
 LW3437  USGS QUAD   -  MYSTIC (1984)
 LW3437
 LW3437                         *CURRENT SURVEY CONTROL
 LW3437  ___________________________________________________________________
 LW3437* NAD 83(1996)-  41 20 12.04187(N)    071 53 59.91245(W)     ADJUSTED  
 LW3437* NAVD 88     -                                                        
 LW3437  ___________________________________________________________________
 LW3437  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LW3437  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3437
 LW3437  HORZ ORDER  -  THIRD
 LW3437
 LW3437.The horizontal coordinates were established by classical geodetic methods
 LW3437.and adjusted by the National Geodetic Survey in August 1998..
 LW3437
 LW3437
 LW3437.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3437
 LW3437.The geoid height was determined by GEOID03.
 LW3437
 LW3437;                    North         East     Units Scale Factor Converg.
 LW3437;SPC CT       -   208,650.449   375,950.480   MT  0.99998902   +0 33 49.0
 LW3437;SPC CT       -   684,547.35  1,233,430.87   sFT  0.99998902   +0 33 49.0
 LW3437;SPC RI       -    28,212.986    66,519.968   MT  1.00000754   -0 15 51.0
 LW3437;SPC RI       -    92,562.10    218,240.93   sFT  1.00000754   -0 15 51.0
 LW3437;UTM  19      - 4,580,190.538   257,339.483   MT  1.00032474   -1 54 58.7
 LW3437
 LW3437                          SUPERSEDED SURVEY CONTROL
 LW3437
 LW3437  NAD 83(1992)-  41 20 12.04057(N)    071 53 59.91164(W) AD(       ) 4
 LW3437  NAD 83(1986)-  41 20 12.04027(N)    071 53 59.91436(W) AD(       ) 4
 LW3437  NAD 27      -  41 20 11.68459(N)    071 54 01.66019(W) AD(       ) 3
 LW3437
 LW3437.Superseded values are not recommended for survey control.
 LW3437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3437.See file dsdata.txt to determine how the superseded data were derived.
 LW3437
 LW3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5733980191(NAD 83)
 LW3437_MARKER: 53 = ELEVATED TANK
 LW3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3437+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 LW3437
 LW3437  HISTORY     - Date     Condition        Report By
 LW3437  HISTORY     - 1974     FIRST OBSERVED   NGS
 LW3437  HISTORY     - 19900726 GOOD             USPSQD
 LW3437  HISTORY     - 20011002 GOOD             USPSQD
 LW3437
 LW3437                          STATION DESCRIPTION
 LW3437
 LW3437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (EAB)
 LW3437'THE STATION IS THE FINIAL OF THE STONINGTON MUNICIPAL
 LW3437'WATER TANK.  IT IS LOCATED 0.15 MILE SOUTHEAST OF THE
 LW3437'INTERSECTION OF ELM STREET AND SUMMIT STREET IN THE SOUTHWEST
 LW3437'EDGE OF STONINGTON.  THE TANK IS SPHERICAL IN SHAPE, SUPPORTED
 LW3437'BY SIX TUBULAR LEGS, GREEN IN COLOR AND HAS AN OVER-ALL
 LW3437'HEIGHT OF 120 FEET.
 LW3437
 LW3437                          STATION RECOVERY (1990)
 LW3437
 LW3437'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3437'RECOVERED IN GOOD CONDITION.
 LW3437
 LW3437                          STATION RECOVERY (2001)
 LW3437
 LW3437'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0733 ***********************************************************************
 LW0733  DESIGNATION -  STONINGTON RM 1
 LW0733  PID         -  LW0733
 LW0733  STATE/COUNTY-  CT/NEW LONDON
 LW0733  USGS QUAD   -  MYSTIC (1984)
 LW0733
 LW0733                         *CURRENT SURVEY CONTROL
 LW0733  ___________________________________________________________________
 LW0733* NAD 83(1986)-  41 19 39.     (N)    071 54 18.     (W)     SCALED    
 LW0733* NAVD 88     -         1.914  (meters)       6.28   (feet)  ADJUSTED  
 LW0733  ___________________________________________________________________
 LW0733  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW0733  DYNAMIC HT  -           1.913 (meters)       6.28  (feet)  COMP
 LW0733  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LW0733
 LW0733  VERT ORDER  -  FIRST     CLASS I
 LW0733
 LW0733.The horizontal coordinates were scaled from a topographic map and have
 LW0733.an estimated accuracy of +/- 6 seconds.
 LW0733
 LW0733.The orthometric height was determined by differential leveling
 LW0733.and adjusted by the National Geodetic Survey in June 1991..
 LW0733
 LW0733.The geoid height was determined by GEOID03.
 LW0733
 LW0733.The dynamic height is computed by dividing the NAVD 88
 LW0733.geopotential number by the normal gravity value computed on the
 LW0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0733.degrees latitude (g = 980.6199 gals.).
 LW0733
 LW0733.The modeled gravity was interpolated from observed gravity values.
 LW0733
 LW0733;                    North         East    Units  Estimated Accuracy
 LW0733;SPC CT       -   207,630.      375,540.      MT  (+/- 180 meters Scaled)
 LW0733
 LW0733                          SUPERSEDED SURVEY CONTROL
 LW0733
 LW0733  NGVD 29 (??/??/92)    2.204  (m)            7.23   (f) ADJ UNCH    1 1
 LW0733
 LW0733.Superseded values are not recommended for survey control.
 LW0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0733.See file dsdata.txt to determine how the superseded data were derived.
 LW0733
 LW0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF568791(NAD 83)
 LW0733_MARKER: DR = REFERENCE MARK DISK
 LW0733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0733_SP_SET: SEA WALL
 LW0733_STAMPING: STONINGTON NO 1 1934
 LW0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0733+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW0733
 LW0733  HISTORY     - Date     Condition        Report By
 LW0733  HISTORY     - 1934     MONUMENTED       CGS
 LW0733  HISTORY     - 1965     GOOD             NGS
 LW0733  HISTORY     - 1975     GOOD             NGS
 LW0733  HISTORY     - 20050509 GOOD             GEOCAC
 LW0733
 LW0733                          STATION DESCRIPTION
 LW0733
 LW0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0733'AT STONINGTON.
 LW0733'AT STONINGTON, ABOUT 0.65 MILE SOUTH ALONG WATER STREET FROM THE
 LW0733'STONINGTON POST OFFICE, 120 FEET EAST OF THE EXTENDED CENTER
 LW0733'LINE OF WATER STREET, SET ON THE TOP OF A STONE MASONARY SEA
 LW0733'WALL AT THE EXTREME SOUTH END OF WATER STREET, 151 1/2 FEET
 LW0733'NORTHEAST OF A FLAG POLE WHICH IS AT THE SOUTHERN END OF A
 LW0733'PARKING AREA, 34 FEET SOUTH OF THE NORTHEAST CORNER OF PARKING
 LW0733'AREA, 25.4 FEET NORTH-NORTHEAST OF RM 2 AND ABOUT 0.8 FOOT ABOVE
 LW0733'THE LEVEL OF THE PARKING LOT.
 LW0733
 LW0733                          STATION RECOVERY (1975)
 LW0733
 LW0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LW0733'AT STONINGTON, ABOUT 0.65 MILE SOUTH ALONG WATER STREET FROM THE POST
 LW0733'OFFICE IN STONINGTON. IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LW0733'RETAINING WALL. IT IS 151.5 FEET NORTHEAST OF A FLAG POLE, 150 FEET
 LW0733'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, 134.5
 LW0733'FEET NORTH OF THE SOUTHEAST CORNER OF THE RETAINING WALL, 129 FEET
 LW0733'SOUTH F THE NORTH END OF THE RETAINING WALL, 37.61 FEET EAST OF
 LW0733'STATION STONINGTON, 25.59 FEET NORTH-NORTHEAST OF REFERENCE MARK 2
 LW0733'AND 2.1 FEET WEST OF THE EAST EDGE OF THE RETAINING WALL. THIS MARK
 LW0733'WAS NOT LEVELED OVER AT THIS TIME. STONINGTON RM 2 1934NGS 19752/USGS
 LW0733'GCTNEW LONDON 410713 AT STONINGTON, ABOUT 0.65 MILE SOUTH ALONG WATER
 LW0733'STREET FROM THE POST OFFICE IN STONINGTON. IT IS CEMENTED IN A DRILL
 LW0733'HOLE IN A BOULDER 8 INCHES BELOW THE GROUND SURFACE. IT IS 155 FEET
 LW0733'SOUTH OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE, 126 FEET
 LW0733'NORTHEAST OF A FLAG POLE, 109 FEET NORTH OF THE SOUTHEAST CORNER OF A
 LW0733'RETAINING WALL, 35.99 FEET SOUTHEAST OF STATION STONINGTON, 25.59
 LW0733'FEET SOUTH-SOUTHWEST OF REFERENCE MARK 1 AND 4.7 FEET WEST OF THE
 LW0733'EAST EDGE OF THE RETAINING WALL. THIS MARK WAS NOT LEVELED OVER AT
 LW0733'THIS TIME.
 LW0733
 LW0733                          STATION RECOVERY (2005)
 LW0733
 LW0733'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0733'HANDHELD COORDINATES ARE N41-19-40.02 W071-54-18.66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0734 ***********************************************************************
 LW0734  DESIGNATION -  STONINGTON RM 2
 LW0734  PID         -  LW0734
 LW0734  STATE/COUNTY-  CT/NEW LONDON
 LW0734  USGS QUAD   -  MYSTIC (1984)
 LW0734
 LW0734                         *CURRENT SURVEY CONTROL
 LW0734  ___________________________________________________________________
 LW0734* NAD 83(1986)-  41 19 39.     (N)    071 54 18.     (W)     SCALED    
 LW0734* NAVD 88     -         1.407  (meters)       4.62   (feet)  ADJUSTED  
 LW0734  ___________________________________________________________________
 LW0734  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW0734  DYNAMIC HT  -           1.406 (meters)       4.61  (feet)  COMP
 LW0734  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LW0734
 LW0734  VERT ORDER  -  FIRST     CLASS I
 LW0734
 LW0734.The horizontal coordinates were scaled from a topographic map and have
 LW0734.an estimated accuracy of +/- 6 seconds.
 LW0734
 LW0734.The orthometric height was determined by differential leveling
 LW0734.and adjusted by the National Geodetic Survey in June 1991..
 LW0734
 LW0734.The geoid height was determined by GEOID03.
 LW0734
 LW0734.The dynamic height is computed by dividing the NAVD 88
 LW0734.geopotential number by the normal gravity value computed on the
 LW0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0734.degrees latitude (g = 980.6199 gals.).
 LW0734
 LW0734.The modeled gravity was interpolated from observed gravity values.
 LW0734
 LW0734;                    North         East    Units  Estimated Accuracy
 LW0734;SPC CT       -   207,630.      375,540.      MT  (+/- 180 meters Scaled)
 LW0734
 LW0734                          SUPERSEDED SURVEY CONTROL
 LW0734
 LW0734  NGVD 29 (??/??/92)    1.696  (m)            5.56   (f) ADJ UNCH    1 1
 LW0734
 LW0734.Superseded values are not recommended for survey control.
 LW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0734.See file dsdata.txt to determine how the superseded data were derived.
 LW0734
 LW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF568791(NAD 83)
 LW0734_MARKER: DR = REFERENCE MARK DISK
 LW0734_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0734_SP_SET: ROCK MASONARY WALL
 LW0734_STAMPING: STONINGTON NO 2 1934
 LW0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0734
 LW0734  HISTORY     - Date     Condition        Report By
 LW0734  HISTORY     - 1934     MONUMENTED       CGS
 LW0734  HISTORY     - 1965     GOOD             NGS
 LW0734  HISTORY     - 20050509 MARK NOT FOUND   GEOCAC
 LW0734
 LW0734                          STATION DESCRIPTION
 LW0734
 LW0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0734'AT STONINGTON.
 LW0734'AT STONINGTON, ABOUT 0.65 MILE SOUTH ALONG WATER STREET FROM THE
 LW0734'POST OFFICE AT STONINGTON, 120 FEET EAST OF THE EXTENDED CENTER
 LW0734'LINE OF WATER STREET, SET IN THE TOP OF A BOULDER WHICH IS 1
 LW0734'FOOT BELOW THE LEVEL OF THE BEACH, 2.7 FEET WEST OF THE WEST SIDE
 LW0734'OF A ROCK MASONARY WALL ALONG THE EAST SIDE OF PARKING AREA, 126
 LW0734'FEET NORTHEAST OF A FLAG POLE AT THE SOUTHERN MOST POINT OF
 LW0734'PARKING AREA, 25.4 FEET SOUTH-SOUTHWEST OF RM 1, AND 0.8 FOOT
 LW0734'BELOW THE LEVEL OF THE GROUND.  NOTE-- THERE IS A 3-INCH ARROW
 LW0734'CHISELED ON SEA WALL WHICH POINTS TO THE MARK.
 LW0734
 LW0734                          STATION RECOVERY (2005)
 LW0734
 LW0734'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3362 ***********************************************************************
 LW3362  DESIGNATION -  STONINGTON SCHOOL CUPOLA
 LW3362  PID         -  LW3362
 LW3362  STATE/COUNTY-  CT/NEW LONDON
 LW3362  USGS QUAD   -  MYSTIC (1984)
 LW3362
 LW3362                         *CURRENT SURVEY CONTROL
 LW3362  ___________________________________________________________________
 LW3362* NAD 83(1996)-  41 20 04.22965(N)    071 54 10.35534(W)     ADJUSTED  
 LW3362* NAVD 88     -                                                        
 LW3362  ___________________________________________________________________
 LW3362  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LW3362  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW3362
 LW3362  HORZ ORDER  -  THIRD
 LW3362
 LW3362.The horizontal coordinates were established by classical geodetic methods
 LW3362.and adjusted by the National Geodetic Survey in August 1998..
 LW3362
 LW3362
 LW3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3362
 LW3362.The geoid height was determined by GEOID03.
 LW3362
 LW3362;                    North         East     Units Scale Factor Converg.
 LW3362;SPC CT       -   208,407.070   375,710.044   MT  0.99998915   +0 33 42.1
 LW3362;SPC CT       -   683,748.86  1,232,642.04   sFT  0.99998915   +0 33 42.1
 LW3362;SPC RI       -    27,973.103    66,276.036   MT  1.00000774   -0 15 57.9
 LW3362;SPC RI       -    91,775.09    217,440.63   sFT  1.00000774   -0 15 57.9
 LW3362;UTM  19      - 4,579,957.713   257,088.656   MT  1.00032624   -1 55 05.3
 LW3362
 LW3362                          SUPERSEDED SURVEY CONTROL
 LW3362
 LW3362  NAD 83(1992)-  41 20 04.22837(N)    071 54 10.35453(W) AD(       ) 4
 LW3362  NAD 83(1986)-  41 20 04.22828(N)    071 54 10.35795(W) AD(       ) 4
 LW3362  NAD 27      -  41 20 03.87000(N)    071 54 12.11000(W) AD(       ) 3
 LW3362
 LW3362.Superseded values are not recommended for survey control.
 LW3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3362.See file dsdata.txt to determine how the superseded data were derived.
 LW3362
 LW3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5708979958(NAD 83)
 LW3362_MARKER: 86 = CUPOLA
 LW3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3362+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW3362
 LW3362  HISTORY     - Date     Condition        Report By
 LW3362  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3362  HISTORY     - 1966     GOOD             CGS
 LW3362  HISTORY     - 1990     GOOD             USPSQD
 LW3362  HISTORY     - 20011002 GOOD             USPSQD
 LW3362  HISTORY     - 20050509 GOOD             GEOCAC
 LW3362
 LW3362                          STATION DESCRIPTION
 LW3362
 LW3362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3362'THE STONINGTON PUBLIC SCHOOL IS ON ORCHARD STREET BETWEEN GRAND
 LW3362'AND CHURCH STREETS.  IT IS A THREE-STORY BROWN BRICK BUILDING
 LW3362'WITH A STONE MASONRY BASE AND A SLATE ROOF.  THE BACK OF THE
 LW3362'SCHOOL IS ON THE WATER FRONT.  THE CUPOLA IS AT THE FRONT CENTER
 LW3362'OF THE SCHOOL.  IT IS A SQUARE FRUSTRUM OF A PYRAMID WITH AN
 LW3362'ARCHED WINDOW IN EACH SIDE.  THE SIDES OF THE CUPOLA ARE SLATE
 LW3362'SHINGLES.
 LW3362'
 LW3362'THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 60
 LW3362'FEET.
 LW3362
 LW3362                          STATION RECOVERY (1966)
 LW3362
 LW3362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3362'STATION RECOVERED AS DESCRIBED.
 LW3362'
 LW3362'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3362'AT STONNINGTON.
 LW3362
 LW3362                          STATION RECOVERY (1990)
 LW3362
 LW3362'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW3362'RECOVERED IN GOOD CONDITION.
 LW3362
 LW3362                          STATION RECOVERY (2001)
 LW3362
 LW3362'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LW3362'THIS SCHOOL HAS BEEN CONVERTED INTO APARTMENTS.  THE CUPOLA STANDS.
 LW3362
 LW3362                          STATION RECOVERY (2005)
 LW3362
 LW3362'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW3362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3714 ***********************************************************************
 LX3714  DESIGNATION -  STONY
 LX3714  PID         -  LX3714
 LX3714  STATE/COUNTY-  CT/NEW HAVEN
 LX3714  USGS QUAD   -  MILFORD (1984)
 LX3714
 LX3714                         *CURRENT SURVEY CONTROL
 LX3714  ___________________________________________________________________
 LX3714* NAD 83(1996)-  41 14 15.02359(N)    073 05 15.01174(W)     ADJUSTED  
 LX3714* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 LX3714  ___________________________________________________________________
 LX3714  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 LX3714  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3714
 LX3714  HORZ ORDER  -  FIRST
 LX3714
 LX3714.The horizontal coordinates were established by classical geodetic methods
 LX3714.and adjusted by the National Geodetic Survey in August 1998..
 LX3714
 LX3714.The orthometric height was scaled from a topographic map.
 LX3714
 LX3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3714
 LX3714.The geoid height was determined by GEOID03.
 LX3714
 LX3714;                    North         East     Units Scale Factor Converg.
 LX3714;SPC CT       -   197,341.873   276,507.060   MT  0.99999642   -0 13 25.6
 LX3714;SPC CT       -   647,445.80    907,173.58   sFT  0.99999642   -0 13 25.6
 LX3714;UTM  18      - 4,566,886.645   660,269.101   MT  0.99991613   +1 15 39.4
 LX3714
 LX3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3714!SPC CT       -   0.99999564  x   0.99999642  =   0.99999206
 LX3714!UTM  18      -   0.99999564  x   0.99991613  =   0.99991177
 LX3714
 LX3714|---------------------------------------------------------------------|
 LX3714| PID    Reference Object                     Distance      Geod. Az  |
 LX3714|                                                           dddmmss.s |
 LX3714| CB4912 STONY RM 1                            8.473 METERS 11951     |
 LX3714| CB4911 STONY AZ MK                                        1361520.8 |
 LX3714| CB4913 STONY RM 2                           12.845 METERS 20220     |
 LX3714| LX3695 SOUTH TRANSMISSION TOWER EAST BANK  APPROX. 2.0 KM 2420755.8 |
 LX3714| LX3686 SOUTH TRANSMISSION TWR W BANK       APPROX. 2.2 KM 2470121.9 |
 LX3714| LX3687 STRATFORD BOOTHE EST CLOCK TWR      APPROX. 2.0 KM 2642355.0 |
 LX3714| LX3678 HUNTINGTON TURNPIKE TANK            APPROX. 5.5 KM 2952019.3 |
 LX3714| LX3688 CLARKS HOUSE GABLE                  APPROX. 1.2 KM 2991828.1 |
 LX3714|---------------------------------------------------------------------|
 LX3714
 LX3714                          SUPERSEDED SURVEY CONTROL
 LX3714
 LX3714  NAD 83(1992)-  41 14 15.02235(N)    073 05 15.01139(W) AD(       ) 1
 LX3714  NAD 83(1986)-  41 14 15.02657(N)    073 05 15.01648(W) AD(       ) 1
 LX3714  NAD 83(1986)-  41 14 15.02690(N)    073 05 15.01655(W) AD(       ) 2
 LX3714  NAD 27      -  41 14 14.68000(N)    073 05 16.62600(W) AD(       ) 2
 LX3714
 LX3714.Superseded values are not recommended for survey control.
 LX3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3714.See file dsdata.txt to determine how the superseded data were derived.
 LX3714
 LX3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6026966887(NAD 83)
 LX3714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3714_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3714_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3714+STABILITY: SURFACE MOTION
 LX3714
 LX3714  HISTORY     - Date     Condition        Report By
 LX3714  HISTORY     - 1934     MONUMENTED       CGS
 LX3714  HISTORY     - 1982     GOOD             NGS
 LX3714
 LX3714                          STATION DESCRIPTION
 LX3714
 LX3714'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3714'LOCATED ON THE FARM OF THOMAS PETERSON KNOWN AS STONY
 LX3714'ACRES.  STATION IS A STANDARD DISK SET IN FRUSTRUM OF A PYRAMID
 LX3714'12 INCHES BY 14 INCHES BY 30 INCHES.  TOP IS 3 INCHES ABOVE THE
 LX3714'GROUND.  SUB-SURFACE MARK IS SET IN CONCRETE 6 INCHES BELOW BASE
 LX3714'OF SURFACE MARK.  STATION IS ON HIGHEST KNOLL N OF HOUSE IN
 LX3714'CLEARED FIELD ABOUT 100 METERS FROM THE ROAD.  A TALL LONG LEAF
 LX3714'PINE TREE (60 FEET) LIES JUST TO THE S OF THE STATION AND MAKES
 LX3714'A VERY PROMINENT LANDMARK.
 LX3714'
 LX3714'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD DISKS SET IN BOULDERS
 LX3714'NE AND SW FROM STATION.
 LX3714'
 LX3714'THE AZIMUTH MARK IS SET IN A BOULDER 30 METERS NE OF INTERSECTION
 LX3714'OF ROADS.
 LX3714'
 LX3714'GO N ON HIGH STREET IN MILFORD 0.3 MILE FROM BOSTON POST ROAD
 LX3714'TO ORONOQUE ROAD.  TAKE LEFT ROAD 1.0 MILE TO STONY ACRES.  SIGNAL
 LX3714'40 FEET.  R.M.NO.1 - R.M.NO.2 = 14.42 METERS.
 LX3714
 LX3714                          STATION RECOVERY (1982)
 LX3714
 LX3714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3714'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX3714'GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT
 LX3714'RECOVERED. THE DISTANCE TO REFERENCE MARK 1 WAS LONGER BY
 LX3714'0.073 METERS AND THE DISTANCE TO REFERENCE MARK 2 WAS LONGER BY
 LX3714'0.025 METER. THE ANGLE BETWEEN THE REFERENCE MARKS WAS SMALLER
 LX3714'BY 4 MINUTES. THE COMPARISON WAS MADE WITH THE 1934 DATA.
 LX3714'
 LX3714'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF
 LX3714'STRATFORD, AND 1.6 KM (1.0 MI) WEST-NORTHWEST OF MILFORD.
 LX3714'OWNERSHIP--MR PASQUALE A DITULLIO, 539 ORONOQUE ROAD,
 LX3714'MILFORD CT 06460, PHONE 203-878-6511.
 LX3714'
 LX3714'TO REACH THE STATION FROM THE TOWN HALL IN MILFORD  GO
 LX3714'SOUTHWESTERLY ON U.S. HIGHWAY 1 FOR 0.2 KM (0.1 MI) TO
 LX3714'A CROSS STREET. TURN RIGHT, GO WESTERLY ON FORD STREET
 LX3714'FOR 1.4 KM (0.85 MI) TO A T-ROAD. TURN RIGHT, GO
 LX3714'NORTHERLY ON WEST RUTLAND ROAD FOR 0.8 KM (0.5 MI) TO
 LX3714'A SIDE ROAD LEFT. TURN LEFT, GO SOUTHWESTERLY ON ORONOQUE
 LX3714'ROAD FOR 0.5 KM (0.3 MI) TO A WOODS ROAD RIGHT JUST
 LX3714'AFTER PASSING A WHITE HOUSE ON RIGHT AND . TURN RIGHT
 LX3714'AND FOLLOW WOODS ROAD FOR 0.2 KM (0.1 MI) TO STATION.
 LX3714'
 LX3714'THE STATION IS A STANDARD NGS DISK
 LX3714'STAMPED---STONY JAN. 1934---,
 LX3714'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 31 CM ON A SIDE
 LX3714'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3714'8.30 METERS (27.20 FT) NORTHEAST FROM A 30 CM OAK TREE,
 LX3714'6.48 METERS (21.25 FT) NORTHWEST FROM A 30 CM TWIN TRUNK OAK TREE
 LX3714'AND,
 LX3714'6.45 METERS (21.15 FT) SOUTH-SOUTHEAST FROM A 30 CM TWIN TRUNK
 LX3714'OAK TREE.
 LX3714'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3714'STAMPED---STONY JAN. 1934---,
 LX3714'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE.
 LX3714'
 LX3714'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3714'STAMPED---STONY NO 1 JAN. 1934---,
 LX3714'SET INTO A ROCK OUTCROP.
 LX3714'IT IS LOCATED
 LX3714'11.80 METERS (38.7 FT) SOUTH FROM A 30 CM TWIN TRUNK OAK TREE,
 LX3714'1.7 METERS (5.55 FT) EAST FROM A 30 CM OAK TREE.
 LX3714'MARK IS LEVEL WITH STATION.
 LX3714'
 LX3714'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3714'STAMPED---STONY NO 2 JAN. 1934---,
 LX3714'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3714'14.5 METERS (47.55 FT) WEST-SOUTHWEST FROM A 30 CM TWIN TRUNK OAK
 LX3714'TREE,
 LX3714'4.75 METERS (15.6 FT) SOUTH FROM A 30 CM OAK TREE.
 LX3714'MARK IS LEVEL WITH STATION.
 LX3714'
 LX3714'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.6 METERS.
 LX3714'
 LX3714'DESCRIBED BY D.L. MCFARLAND, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0422 ***********************************************************************
 LX0422  DESIGNATION -  STONY CREEK T OF SC
 LX0422  PID         -  LX0422
 LX0422  STATE/COUNTY-  CT/NEW HAVEN
 LX0422  USGS QUAD   -  GUILFORD (1984)
 LX0422
 LX0422                         *CURRENT SURVEY CONTROL
 LX0422  ___________________________________________________________________
 LX0422* NAD 83(1986)-  41 16 27.     (N)    072 44 51.     (W)     SCALED    
 LX0422* NAVD 88     -         9.028  (meters)      29.62   (feet)  ADJUSTED  
 LX0422  ___________________________________________________________________
 LX0422  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX0422  DYNAMIC HT  -           9.025 (meters)      29.61  (feet)  COMP
 LX0422  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 LX0422
 LX0422  VERT ORDER  -  FIRST     CLASS I
 LX0422
 LX0422.The horizontal coordinates were scaled from a topographic map and have
 LX0422.an estimated accuracy of +/- 6 seconds.
 LX0422
 LX0422.The orthometric height was determined by differential leveling
 LX0422.and adjusted by the National Geodetic Survey in June 1991..
 LX0422
 LX0422.The geoid height was determined by GEOID03.
 LX0422
 LX0422.The dynamic height is computed by dividing the NAVD 88
 LX0422.geopotential number by the normal gravity value computed on the
 LX0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0422.degrees latitude (g = 980.6199 gals.).
 LX0422
 LX0422.The modeled gravity was interpolated from observed gravity values.
 LX0422
 LX0422;                    North         East    Units  Estimated Accuracy
 LX0422;SPC CT       -   201,360.      305,010.      MT  (+/- 180 meters Scaled)
 LX0422
 LX0422                          SUPERSEDED SURVEY CONTROL
 LX0422
 LX0422  NGVD 29 (??/??/92)    9.34   (m)           30.6    (f) COMPUTED    1 1
 LX0422
 LX0422.Superseded values are not recommended for survey control.
 LX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0422.See file dsdata.txt to determine how the superseded data were derived.
 LX0422
 LX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL886716(NAD 83)
 LX0422_MARKER: DD = SURVEY DISK
 LX0422_SETTING: 66 = SET IN ROCK OUTCROP
 LX0422_SP_SET: ROCK LEDGE
 LX0422_STAMPING: STONY CREEK
 LX0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0422+STABILITY: POSITION/ELEVATION WELL
 LX0422
 LX0422  HISTORY     - Date     Condition        Report By
 LX0422  HISTORY     - UNK      MONUMENTED       LOCENG
 LX0422  HISTORY     - 1965     GOOD             NGS
 LX0422
 LX0422                          STATION DESCRIPTION
 LX0422
 LX0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0422'4.2 MI W FROM GUILFORD.
 LX0422'4.2 MILES WEST ALONG STATE HIGHWAY 146 FROM THE POST OFFICE AT
 LX0422'GUILFORD, ABOUT 0.5 MILE EAST OF THE JUNCTION OF THE HIGHWAY AND
 LX0422'THIMBLE ISLAND ROAD, AT THE EAST EDGE OF THE VILLAGE OF STONY
 LX0422'CREEK, SET ON TOP AND NEAR THE CENTER OF A ROCK LEDGE WHICH IS
 LX0422'ABOUT 80 YARDS LONG AND 30 FEET WIDE, NEAR THE JUNCTION OF A
 LX0422'DRIVEWAY LEADING NORTH OF A ONE STORY WHITE HOUSE, 35 FEET
 LX0422'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET WEST OF
 LX0422'THE CENTER LINE OF DRIVEWAY AND 3 FEET ABOVE THE LEVEL OF THE
 LX0422'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4976 ***********************************************************************
 LX4976  DESIGNATION -  STORRS
 LX4976  PID         -  LX4976
 LX4976  STATE/COUNTY-  CT/TOLLAND
 LX4976  USGS QUAD   -  COVENTRY (1983)
 LX4976
 LX4976                         *CURRENT SURVEY CONTROL
 LX4976  ___________________________________________________________________
 LX4976* NAD 83(1996)-  41 48 53.35690(N)    072 15 32.96838(W)     ADJUSTED  
 LX4976* NAVD 88     -       224.9    (meters)     738.     (feet)  VERTCON   
 LX4976  ___________________________________________________________________
 LX4976  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 LX4976  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX4976
 LX4976  HORZ ORDER  -  FIRST
 LX4976
 LX4976.The horizontal coordinates were established by classical geodetic methods
 LX4976.and adjusted by the National Geodetic Survey in August 1998..
 LX4976
 LX4976.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4976
 LX4976.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4976
 LX4976.The geoid height was determined by GEOID03.
 LX4976
 LX4976;                    North         East     Units Scale Factor Converg.
 LX4976;SPC CT       -   261,520.587   345,584.527   MT  0.99999516   +0 19 31.6
 LX4976;SPC CT       -   858,005.46  1,133,805.24   sFT  0.99999516   +0 19 31.6
 LX4976;UTM  18      - 4,632,848.294   727,656.729   MT  1.00023781   +1 49 41.4
 LX4976
 LX4976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4976!SPC CT       -   0.99996936  x   0.99999516  =   0.99996452
 LX4976!UTM  18      -   0.99996936  x   1.00023781  =   1.00020716
 LX4976
 LX4976:                Primary Azimuth Mark                     Grid Az
 LX4976:SPC CT       -  STORRS AZ MK 2                           030 40 22.4
 LX4976:UTM  18      -  STORRS AZ MK 2                           029 10 12.6
 LX4976
 LX4976|---------------------------------------------------------------------|
 LX4976| PID    Reference Object                     Distance      Geod. Az  |
 LX4976|                                                           dddmmss.s |
 LX4976| LX4985 STORRS AZ MK 2                      APPROX. 0.6 KM 0305954.0 |
 LX4976| LX4986 STORRS AZ MK                        189.936 METERS 03156     |
 LX4976| LX4984 STORRS UNIV STANDPIPE               330.019 METERS 08352     |
 LX4976| CZ7987 STORRS RM 3                          25.031 METERS 25456     |
 LX4976| CZ7986 STORRS RM 2                          20.586 METERS 31831     |
 LX4976| CZ7985 STORRS RM 1                          39.182 METERS 35635     |
 LX4976|---------------------------------------------------------------------|
 LX4976
 LX4976                          SUPERSEDED SURVEY CONTROL
 LX4976
 LX4976  NAD 83(1996)-  41 48 53.35652(N)    072 15 32.96831(W) AD(       ) 1
 LX4976  NAD 83(1992)-  41 48 53.35668(N)    072 15 32.96837(W) AD(       ) 1
 LX4976  NAD 83(1992)-  41 48 53.35722(N)    072 15 32.96902(W) AD(       ) 1
 LX4976  NAD 83(1986)-  41 48 53.35791(N)    072 15 32.96895(W) AD(       ) 1
 LX4976  NAD 27      -  41 48 53.00270(N)    072 15 34.69220(W) AD(       ) 1
 LX4976  NGVD 29 (07/19/86)  225.2    (m)          739.     (f) VERT ANG       
 LX4976
 LX4976.Superseded values are not recommended for survey control.
 LX4976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4976.See file dsdata.txt to determine how the superseded data were derived.
 LX4976
 LX4976_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2765732848(NAD 83)
 LX4976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4976+STABILITY: SURFACE MOTION
 LX4976
 LX4976  HISTORY     - Date     Condition        Report By
 LX4976  HISTORY     - 1936     MONUMENTED       CTGS
 LX4976  HISTORY     - 1975     GOOD             CTGS
 LX4976  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4976  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4976  HISTORY     - 1985     SEE DESCRIPTION  USPSQD
 LX4976
 LX4976                          STATION DESCRIPTION
 LX4976
 LX4976'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4976'IN THE TOWN OF MANSFIELD (CORRECTING T.J.M. 1935), ON A HILL NORTH
 LX4976'OF THE CONNECTICUT STATE COLLEGE, ON THE COLLEGE PROPERTY, 114.18
 LX4976'FEET NORTH OF A MONUMENT (OBELISK) ERECTED IN MEMORY OF ROYAL
 LX4976'OTIS STORRS, ROYAL STORRS, AGUSTUS STORRS, AND CHARLES STORRS, AND
 LX4976'17 FEET NORTH OF A STONE WALL, WHICH IS THE NORTH BOUNDARY OF A
 LX4976'CEMETERY JUST NORTH OF THE COLLEGE CAMPUS.  THE STATION IS FLUSH
 LX4976'WITH THE GROUND.
 LX4976'
 LX4976'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 44 AND STATE
 LX4976'HIGHWAY 195, GO SOUTH ON STATE HIGHWAY 195 FOR 1.3 MILES TO A STOP
 LX4976'LIGHT, WHICH IS ON THE NORTH END OF A SEMICIRCULAR DRIVE.  TURN
 LX4976'RIGHT AT THIS STOP LIGHT AND PROCEED 0.3 MILE TO CEMETERY GATE ON
 LX4976'RIGHT.  TURN RIGHT THRU GATE INTO CEMETERY, AND FOLLOW ROAD
 LX4976'STRAIGHT UP HILL 0.35 MILE TO THE SUMMIT OF THE HILL.
 LX4976'
 LX4976'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4976'CONCRETE AND IN OUTCROPPING BEDROCK, NOTES 1A AND 12A.
 LX4976'
 LX4976'REFERENCE MARK NO. 1 IS 128.52 FEET NORTH OF STATION, AND STAMPED
 LX4976'NO. 1 STORRS-1936.  REFERENCE MARK NO. 2 IS 67.55 FEET NORTHWEST
 LX4976'OF THE STATION, AND STAMPED NO. 2 STORRS-1936.
 LX4976'
 LX4976'THE AZIMUTH MARK USED IN A BALL ON TOP OF THE STORRS LOOKOUT TOWER,
 LX4976'WHICH IS 0.2 MILE EAST OF THE STATION, ON TOP OF A LARGE WATER TANK.
 LX4976'
 LX4976'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS
 LX4976
 LX4976                          STATION RECOVERY (1975)
 LX4976
 LX4976'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1975 (JLC)
 LX4976'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN
 LX4976'GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 LX4976'NOT RECOVERED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 LX4976'BE LONGER BY 0.018 OF A METER.  THE DIRECTION TO REFERENCE MARK
 LX4976'1 COULD NOT BE CHECKED AT THIS TIME DUE TO
 LX4976'INSUFFICIENT DATA.  REFERENCE MARK 3 AND A NEW AZIMUTH MARK
 LX4976'WERE ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 LX4976'DESCRIPTION FOLLOWS.
 LX4976'
 LX4976'THE STATION IS LOCATED IN THE TOWN OF MANSFIELD, JUST NORTH
 LX4976'OF A CEMETARY AND ON THE PROPERTY OF THE UNIVERSITY
 LX4976'OF CONNECTICUT.  MR. DEAN J. KERSTING.  COLLEGE OF
 LX4976'AGRICULTURE.  UNIVERSITY OF CONNECTICUT.  POST OFFICE BOX
 LX4976'U66.  STORRS, CONNECTICUT, GRANTED PERMISSION FOR THE USE OF THIS
 LX4976'STATION.  HIS TELEPHONE NUMBER IS 486-2918.
 LX4976'
 LX4976'TO REACH THE STATION FROM THE POST OFFICE IN STORRS, GO NORTH
 LX4976'ON STATE HIGHWAY 195 FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT,
 LX4976'TURN LEFT AND GO WESTERLY ON NORTH EAGLEVILLE ROAD FOR 0.4
 LX4976'MILE TO THE SOUTHWEST CORNER OF A CEMETARY AND A SIDE
 LX4976'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY, PASSING BETWEEN THE
 LX4976'CEMETARY AND A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY,
 LX4976'PASSING BETWEEN THE CEMETARY AND NEW HAVEN HALL, FOR 0.15 MILE
 LX4976'TO A SIDE ROAD RIGHT.  TURN RIGHT AND THEN LEFT AND GO
 LX4976'NORTHERLY, UPHILL, FOR 0.1 MILE TO A RADIO
 LX4976'ANTENNA INSTALLATION.  PASS TO THE LEFT ON THE INSTALLATION
 LX4976'AND THEN BEAR TO THE RIGHT AND GO EASTERLY ALONG THE NORTH
 LX4976'SIDE OF THE CEMETARY FOR 0.1 MILE TO THE STATION AS
 LX4976'DESCRIBED.
 LX4976'
 LX4976'THE STATION MARK IS A STANDARD DISK STAMPED STORRS 1936, SET
 LX4976'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 2
 LX4976'INCHES ABOVE THE GROUND SURFACE.  IT IS 114 FEET NORTH OF A
 LX4976'CEMETARY MONUMENT FOR OTIS, AGUSTUS AND CHARLES STORRS, 49
 LX4976'FEET WEST OF A TRIPLE TRUNKED TREE, 17.8 FEET EAST OF A METAL
 LX4976'WITNESS POST AND 17 FEET NORTH OF A ROCK FENCE WHICH IS THE
 LX4976'NORTHERN BOUNDARY OF THE CEMETARY.  NO INFORMATION WAS
 LX4976'AVAILABLE AS TO WHETHER THERE IS AN UNDERGROUND MARK FOR THIS
 LX4976'STATION.
 LX4976'
 LX4976'REFERENCE MARK 1, IS A STANDARD DISK STAMPED STORRS 1936 NO 1,
 LX4976'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 LX4976'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 147.5 FEET NORTH
 LX4976'OF THE ROCK FENCE, 146 FEET NORTH OF THE TRIPLE TRUNKED TREE
 LX4976'AND 143 FEET WEST OF A WIRE FENCE.
 LX4976'
 LX4976'REFERENCE MARK 3, STAMPED STORRS 1936 NO 3 1975, IS A
 LX4976'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 LX4976'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 10.5 FEET EAST
 LX4976'OF THE NORTHWEST CORNER OF THE ROCK FENCE, 3.6 FEET EAST OF A
 LX4976'METAL WITNESS POST AND 3 FEET NORTH OF THE ROCK FENCE.
 LX4976'
 LX4976'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 195
 LX4976'AND NORTH EAGLEVILLE ROAD, MENTIONED ABOVE, GO NORTH ON STATE
 LX4976'HIGHWAY 195 FOR 0.45 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT
 LX4976'AND GO WEST, BETWEEN TWO PARKING LOTS, FOR 0.25 MILE TO THE WEST
 LX4976'EDGE OF THE PARKING LOTS AND THE AZIMUTH MARK STRAIGHT AHEAD ATOP
 LX4976'OF A WATER RESERVOIR.
 LX4976'
 LX4976'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LX4976'STORRS AZ MK 1975, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 LX4976'CONCRETE CURB ON THE SOUTH SIDE OF A CONCRETE WATER RESERVOIR.  IT
 LX4976'IS 81 FEET EAST OF THE SOUTHWEST CORNER OF THE RESERVOIR, 3.6
 LX4976'FEET NORTH OF A METAL WITNESS POST AND 2 FEET WEST OF THE WEST
 LX4976'END OF A CHAIN LINK FENCE.
 LX4976'
 LX4976'HEIGHT OF LIGHT ABOVE STATION MARK 98.9 FEET.
 LX4976'
 LX4976'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4976'IN MANSFIELD.
 LX4976
 LX4976                          STATION RECOVERY (1977)
 LX4976
 LX4976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4976'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK
 LX4976'WERE RECOVERED IN GOOD CONDITION.  AN AZIMUTH MARK 2 WAS
 LX4976'ESTABLISHED AT THIS TIME.  THE DIRECTIONS TO REFERENCE MARKS
 LX4976'1, 3 AND AZIMUTH MARK CHECKED WITH PREVIOUS OBSERVATIONS.  THE
 LX4976'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.009
 LX4976'METER.  NO MEASUREMENT COULD BE MADE TO REFERENCE MARK 1 AT
 LX4976'THIS TIME DUE TO THE CROPS IN THE FIELD.
 LX4976'THE 1975 DISTANCE TO REFERENCE MARK 1 AND THE DISTANCE BETWEEN
 LX4976'REFERENCE MARK 1 AND REFERENCE MARK 3 ARE INCLUDED
 LX4976'IN THE BOX SCORE.
 LX4976'
 LX4976'DUE TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 LX4976'
 LX4976'THE STATION IS LOCATED 4-3/4 MILES NORTHWEST OF MANSFIELD
 LX4976'CENTER, 2 MILES NORTHEAST OF EAGLEVILLE AND ON THE PROPERTY
 LX4976'OF THE STATE OF CONNECTICUT AT THE UNIVERSITY OF CONNECTICUT.
 LX4976'
 LX4976'TO REACH THE FROM THE POST OFFICE IN STORRS, GO NORTH ON STATE
 LX4976'HIGHWAY 195 FOR 0.7 MILE TO A SIDE ROAD LEFT, N. EAGLEVILLE
 LX4976'ROAD.  (TO REACH THE AZIMUTH MARK 2 FROM THIS POINT CONTINUE
 LX4976'NORTH ON HIGHWAY 195 FOR 0.65 MILE TO A CROSSROAD.  CONTINUE
 LX4976'NORTH ON HIGHWAY 195 FOR 0.05 MILE TO THE MARK ON THE RIGHT
 LX4976'AS DESCRIBED.) TURN LEFT AND GO WESTERLY ON N. EAGLEVILLE
 LX4976'ROAD FOR 0.4 MILE TO A SIDE ROAD RIGHT AT NEW HAVEN HALL ON
 LX4976'THE RIGHT.  TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR
 LX4976'0.15 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 LX4976'ON A PAVED ROAD FOR 0.15 MILE TO 2 RADIO MASTS AT THE END OF
 LX4976'PAVED ROAD.  PASS THROUGH GATE GOING NORTH AND NORTHEAST
 LX4976'AROUND CHAIN LINK FENCE FOR 0.15 MILE TO THE NORTHWEST CORNER
 LX4976'OF A ROCK FENCE AROUND A CEMETERY AND THE STATION AS
 LX4976'DESCRIBED.
 LX4976'
 LX4976'STATION MARK, STAMPED---STORRS 1936---, A STANDARD DISK
 LX4976'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 LX4976'GROUND.  IT IS 110 FEET NORTH OF ROYAL OTIS STORRS MONUMENT, 93
 LX4976'FEET EAST OF A ROCK FENCE CORNER, 49.5 FEET
 LX4976'WEST OF A LARGE TRIPLE TRUNK TREE AND 18 FEET NORTH OF A
 LX4976'ROCK FENCE.
 LX4976'
 LX4976'REFERENCE MARK 1, STAMPED---STORRS 1936 NO 1---, A STANDARD
 LX4976'DISK CEMENTED IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT
 LX4976'4 INCHES ABOVE THE GROUND.  THERE WERE NO MEASUREMENTS TAKEN
 LX4976'ON THIS MARK AT THIS TIME DUE TO THE CROPS IN THE FIELD.
 LX4976'THE 1975 REFERENCE MEASUREMENTS ARE AS FOLLOWS. IT IS
 LX4976'147.5 FEET NORTH OF THE ROCK FENCE, 146 FEET NORTH OF
 LX4976'THE TRIPLE TRUNK TREE AND 143 FEET WEST OF A WIRE FENCE.
 LX4976'
 LX4976'REFERENCE MARK 3, STAMPED---STORRS 1936 NO 3 1975---, A
 LX4976'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 LX4976'IS 12-INCHES IN DIAMETER AND
 LX4976'FLUSH WITH THE GROUND.  IT IS 10.3 FEET EAST OF THE ROCK
 LX4976'FENCE CORNER, 3.2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 LX4976'NORTH OF THE ROCK FENCE.
 LX4976'
 LX4976'AZIMUTH MARK, STAMPED---STORRS 1936 AZ MK 1975---, A
 LX4976'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 LX4976'CONCRETE RETAINING WALL THAT IS FLUSH ON THE NORTH SIDE AND
 LX4976'PROJECTS ABOUT 1 FOOT ON THE SOUTH SIDE.  IT IS 3.2 FEET
 LX4976'NORTHEAST OF A 4 BY 4 INCH RIGHT-OF-WAY MARKER, 2.1 FEET WEST
 LX4976'OF THE NORTHWEST CORNER OF A CHAINLINK FENCE, 1.9 FEET NORTH
 LX4976'OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A SQUARE METAL
 LX4976'MAN HOLE COVER.
 LX4976'
 LX4976'AZIMUTH MARK 2, STAMPED---STORRS 1936 NO 2 1977---, A
 LX4976'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 5-FOOT
 LX4976'BOULDER THAT PROJECTS 2 FEET.  IT IS 53.5 FEET NORTHWEST OF
 LX4976'POWER POLE NUMBER 4624, 22 FEET NORTHEAST OF THE CENTER OF
 LX4976'STATE HIGHWAY 195, 11.8 FEET SOUTHWEST OF A FENCE, 3.5 FEET
 LX4976'NORTHWEST OF A METAL WITNESS POST AND 3.5 FEET SOUTH OF A
 LX4976'22-INCH MAPLE TREE.
 LX4976'
 LX4976'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY
 LX4976'195 AND N. EAGLEVILLE ROAD IN STORRS, GO NORTH ON HIGHWAY
 LX4976'195 FOR 0.55
 LX4976'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A PAVED
 LX4976'ROAD FOR 0.15 MILE TO THE WEST END OF PARKING AREA.  CONTINUE
 LX4976'WEST GOING ACROSS THE TOP OF A SEWAGE TREATMENT PLANT WHICH IS
 LX4976'COVERED BY ASPHALT, FOR 0.05 MILE TO THE MARK ON THE SOUTH
 LX4976'RETAINING WALL AS DESCRIBED.
 LX4976'
 LX4976'HEIGHT OF LIGHT SHOWN WAS 30.4 METERS.
 LX4976'
 LX4976'DESCRIBED BY L.K. ZURFLUH.
 LX4976
 LX4976                          STATION RECOVERY (1978)
 LX4976
 LX4976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4976'THE STATION MARK, REFERENCE MARKS 1, 3, AZIMUTH MARK AND
 LX4976'AZIMUTH MARK 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED
 LX4976'IN 1977.  THE HORIZONTAL DIRECTIONS TO ALL MARKS COMPARED
 LX4976'FAVORABLY WITH THE 1977 DATA.  A SLIGHT DIFFERENCE IN THE
 LX4976'DISTANCES WAS NOTED AS FOLLOWS.  REFERENCE MARK 1 WAS SHORTER
 LX4976'BY 0.009 METER, REFERENCE MARK 3 WAS LONGER BY 0.007 METER
 LX4976'AND THE DISTANCE BETWEEN REFERENCES MARK 1 AND 3 WAS SHORTER
 LX4976'BY 0.006 METER.  THE 1977 DESCRIPTION IS ENTIRELY ADEQUATE.
 LX4976'
 LX4976'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 30.4 METERS.
 LX4976'
 LX4976'DESCRIBED BY R.K. MOORE, TYPED BY J.A. TISDALL.
 LX4976
 LX4976                          STATION RECOVERY (1985)
 LX4976
 LX4976'RECOVERY NOTE BY US POWER SQUADRON 1985 (CH)
 LX4976'REF. MARK NO. 1 STORRS-1936 HAS BEEN LOCATED, BROKEN AWAY, WITH A
 LX4976'PORTION OF THE ROCK BOULDER FROM REF NO. 1 DESCRIBED LOCATION.
 LX4976'LOCATION OF BENCHMARKS AND REFERENCES IS IN A PLOWED CORNFIELD, AND
 LX4976'APPARANTLY DAMAGED BY PLOWING.  REF. MARK NO 2 WAS NOT RECOVERED
 LX4976'AT THIS TIME.  OVER A HALF HOUR WAS SPENT LOOKING IN THE
 LX4976'CORNFIELD, BUT IT LOOKS LIKE THE PLOWING HAS DAMAGED OR DISTURBED
 LX4976'IT.
 LX4976'
 LX4976'STATION STORRS HAS BEEN DAMAGED BY PLOWING.  THE BRONZE MARK OF THE
 LX4976'STATION HAS BEEN APPARENTLY BROKEN OF ON ROCK BOULDER LEAVING THE
 LX4976'PIECE OF THE SHANK OF THE MARK IN THE BOULDER.  REFERENCES ARE AS
 LX4976'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.56  (meters)                     GEOID03
 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 GEOID03.
 LX4986
 LX4986;                    North         East     Units Scale Factor Converg.
 LX4986;SPC CT       -   261,682.349   345,684.066   MT  0.99999528   +0 19 34.5
 LX4986;SPC CT       -   858,536.17  1,134,131.81   sFT  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!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4986!SPC CT       -   0.99997105  x   0.99999528  =   0.99996633
 LX4986!UTM  18      -   0.99997105  x   1.00023834  =   1.00020938
 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 = OCTOBER  8, 2006
 LX4985 ***********************************************************************
 LX4985  DESIGNATION -  STORRS AZ MK 2
 LX4985  PID         -  LX4985
 LX4985  STATE/COUNTY-  CT/TOLLAND
 LX4985  USGS QUAD   -  COVENTRY (1983)
 LX4985
 LX4985                         *CURRENT SURVEY CONTROL
 LX4985  ___________________________________________________________________
 LX4985* NAD 83(1996)-  41 49 08.73933(N)    072 15 20.61322(W)     ADJUSTED  
 LX4985* NAVD 88     -       221.5    (meters)     727.     (feet)  VERTCON   
 LX4985  ___________________________________________________________________
 LX4985  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX4985  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX4985
 LX4985  HORZ ORDER  -  SECOND
 LX4985
 LX4985.The horizontal coordinates were established by classical geodetic methods
 LX4985.and adjusted by the National Geodetic Survey in August 1998..
 LX4985
 LX4985.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4985
 LX4985.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4985
 LX4985.The geoid height was determined by GEOID03.
 LX4985
 LX4985;                    North         East     Units Scale Factor Converg.
 LX4985;SPC CT       -   261,996.792   345,866.972   MT  0.99999552   +0 19 39.8
 LX4985;SPC CT       -   859,567.81  1,134,731.89   sFT  0.99999552   +0 19 39.8
 LX4985;UTM  18      - 4,633,331.860   727,926.654   MT  1.00023932   +1 49 50.2
 LX4985
 LX4985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4985!SPC CT       -   0.99996989  x   0.99999552  =   0.99996541
 LX4985!UTM  18      -   0.99996989  x   1.00023932  =   1.00020920
 LX4985
 LX4985|---------------------------------------------------------------------|
 LX4985| PID    Reference Object                     Distance      Geod. Az  |
 LX4985|                                                           dddmmss.s |
 LX4985| LX4986 STORRS AZ MK                        363.772 METERS 21031     |
 LX4985| LX4976 STORRS                              APPROX. 0.6 KM 2110002.2 |
 LX4985|---------------------------------------------------------------------|
 LX4985
 LX4985                          SUPERSEDED SURVEY CONTROL
 LX4985
 LX4985  NAD 83(1996)-  41 49 08.73896(N)    072 15 20.61315(W) AD(       ) 2
 LX4985  NAD 83(1992)-  41 49 08.73912(N)    072 15 20.61322(W) AD(       ) 2
 LX4985  NAD 83(1992)-  41 49 08.73965(N)    072 15 20.61384(W) AD(       ) 2
 LX4985  NAD 83(1986)-  41 49 08.74027(N)    072 15 20.61383(W) AD(       ) 2
 LX4985  NAD 27      -  41 49 08.38495(N)    072 15 22.33793(W) AD(       ) 2
 LX4985  NGVD 29 (07/19/86)  221.8    (m)          728.     (f) VERT ANG       
 LX4985
 LX4985.Superseded values are not recommended for survey control.
 LX4985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4985.See file dsdata.txt to determine how the superseded data were derived.
 LX4985
 LX4985_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2792733332(NAD 83)
 LX4985_MARKER: Z = SEE DESCRIPTION
 LX4985_SETTING: 80 = SET IN A BOULDER
 LX4985_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX4985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4985
 LX4985  HISTORY     - Date     Condition        Report By
 LX4985  HISTORY     - 1977     MONUMENTED       NGS
 LX4985  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4985
 LX4985                          STATION DESCRIPTION
 LX4985
 LX4985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4985'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTHWEST OF MANSFIELD
 LX4985'CENTER, 2 MILES NORTHEAST OF EAGLEVILLE AND ON THE PROPERTY OF
 LX4985'THE STATE OF CONNECTICUT AT THE UNIVERSITY OF CONNECTICUT.
 LX4985'
 LX4985'TO REACH THE STATION FROM THE POST OFFICE IN STORRS, GO NORTH
 LX4985'ON STATE HIGHWAY 195 FOR 0.7 MILES TO A SIDE ROAD LEFT.
 LX4985'(MOULTON ROAD).  CONTINUE NORTH ON HIGHWAY 195 FOR 0.05 MILE
 LX4985'TO THE MARK ON THE RIGHT AS DESCRIBED.
 LX4985'
 LX4985'STATION MARK, STAMPED---STORRS 1936 NO 2 1977---, A STANDARD
 LX4985'AZIMUTH MARK DISK CEMENTED IN A BOULDER THAT IS 3 BY
 LX4985'5 FOOT AND PROJECTS ABOUT 2 FEET.  IT IS 53.5 FEET NORTHWEST OF
 LX4985'POWER POLE NUMBER 4624, 22 FEET NORTHEAST OF THE CENTER OF
 LX4985'STATE HIGHWAY 195, 11.8 FEET SOUTHWEST OF A FENCE, 3.5 FEET
 LX4985'NORTHWEST OF A METAL WITNESS POST AND 3.5 FEET SOUTH OF A
 LX4985'22-INCH MAPLE TREE.
 LX4985'
 LX4985'HEIGHT OF LIGHT SHOWN WAS 0.7 METER.
 LX4985'
 LX4985'DESCRIBED BY L.K. ZURFLUH.
 LX4985
 LX4985                          STATION RECOVERY (1978)
 LX4985
 LX4985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4985'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 LX4985'1977.  NO HORIZONTAL OBSERVATIONS WERE MADE AT THIS DATE.
 LX4985'THE 1977 DESCRIPTION IS ENTIRELY ADEQUATE.
 LX4985'
 LX4985'DESCRIBED BY R.K. MOORE, TYPED BY J.A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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-         -29.59  (meters)                     GEOID03
 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 GEOID03.
 LX4980
 LX4980;                    North         East     Units Scale Factor Converg.
 LX4980;SPC CT       -   260,909.432   346,216.416   MT  0.99999469   +0 19 49.7
 LX4980;SPC CT       -   856,000.36  1,135,878.36   sFT  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 = OCTOBER  8, 2006
 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-         -29.56  (meters)                     GEOID03
 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 GEOID03.
 LX4984
 LX4984;                    North         East     Units Scale Factor Converg.
 LX4984;SPC CT       -   261,557.728   345,912.448   MT  0.99999518   +0 19 41.1
 LX4984;SPC CT       -   858,127.31  1,134,881.09   sFT  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 = OCTOBER  8, 2006
 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-         -29.56  (meters)                     GEOID03
 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 GEOID03.
 LX4981
 LX4981;                    North         East     Units Scale Factor Converg.
 LX4981;SPC CT       -   261,427.085   345,564.037   MT  0.99999508   +0 19 31.0
 LX4981;SPC CT       -   857,698.69  1,133,738.01   sFT  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 = OCTOBER  8, 2006
 LX6021 ***********************************************************************
 LX6021  DESIGNATION -  STORY
 LX6021  PID         -  LX6021
 LX6021  STATE/COUNTY-  CT/MIDDLESEX
 LX6021  USGS QUAD   -  DEEP RIVER (1971)
 LX6021
 LX6021                         *CURRENT SURVEY CONTROL
 LX6021  ___________________________________________________________________
 LX6021* NAD 83(1996)-  41 24 32.94710(N)    072 26 55.09896(W)     ADJUSTED  
 LX6021* NAVD 88     -        74.     (meters)     243.     (feet)  SCALED    
 LX6021  ___________________________________________________________________
 LX6021  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LX6021  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6021
 LX6021  HORZ ORDER  -  FIRST
 LX6021
 LX6021.The horizontal coordinates were established by classical geodetic methods
 LX6021.and adjusted by the National Geodetic Survey in August 1998..
 LX6021
 LX6021.The orthometric height was scaled from a topographic map.
 LX6021
 LX6021.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6021
 LX6021.The geoid height was determined by GEOID03.
 LX6021
 LX6021;                    North         East     Units Scale Factor Converg.
 LX6021;SPC CT       -   216,393.338   329,997.849   MT  0.99998549   +0 11 59.4
 LX6021;SPC CT       -   709,950.48  1,082,667.94   sFT  0.99998549   +0 11 59.4
 LX6021;UTM  18      - 4,587,320.002   713,249.959   MT  1.00015968   +1 41 17.5
 LX6021
 LX6021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6021!SPC CT       -   0.99999316  x   0.99998549  =   0.99997865
 LX6021!UTM  18      -   0.99999316  x   1.00015968  =   1.00015284
 LX6021
 LX6021                          SUPERSEDED SURVEY CONTROL
 LX6021
 LX6021  NAD 83(1992)-  41 24 32.94625(N)    072 26 55.09870(W) AD(       ) 1
 LX6021  NAD 83(1986)-  41 24 32.94813(N)    072 26 55.10161(W) AD(       ) 1
 LX6021  NAD 27      -  41 24 32.58800(N)    072 26 56.80100(W) AD(       ) 1
 LX6021
 LX6021.Superseded values are not recommended for survey control.
 LX6021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6021.See file dsdata.txt to determine how the superseded data were derived.
 LX6021
 LX6021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1325087320(NAD 83)
 LX6021_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6021_SETTING: 66 = SET IN ROCK OUTCROP
 LX6021_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6021+STABILITY: POSITION/ELEVATION WELL
 LX6021
 LX6021  HISTORY     - Date     Condition        Report By
 LX6021  HISTORY     - 1934     MONUMENTED       CGS
 LX6021  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX6021  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX6021
 LX6021                          STATION DESCRIPTION
 LX6021
 LX6021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6021'THIS STATION IS ON THE PROPERTY OF MISS M.L. STORY OF
 LX6021'1501 UNDERCLIFF AVENUE, NEW YORK CITY.  THE HILL IS CALLED
 LX6021'STORYS HILL BUT WAS FORMERLY THE PROPERTY OF ADDISON CONE.
 LX6021'
 LX6021'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX6021'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX6021'
 LX6021'STATION IS REACHED--FROM CHESTER, LEAVE THE CENTER, OR COVE
 LX6021'BY NORTH MAIN STREET, GO 0.3 MILE.  BEAR RIGHT AND TURN RIGHT
 LX6021'ALONGSIDE CEMETERY.  GO 0.2 MILE TO PROPERTY OF MARTIN RIEGER.  THE
 LX6021'STATION IS ON THE LEDGE MARKING THE SOUTHEASTERLY SIDE OF THE
 LX6021'HILL ABOUT 1/8 MILE N OF THIS POINT.  THIS IS ALSO THE HIGHEST
 LX6021'PART OF THE HILL.  THE STATION IS ABOUT 7 METERS NW OF SE FACE
 LX6021'OF LEDGE AND ABOUT 8 METERS NE OF BREAK IN LEDGE TO
 LX6021'SOUTHWESTWARD.
 LX6021'
 LX6021'REFERENCE MARK NO.1 IS SET IN THE SAME LEDGE BUT IN A SHELF
 LX6021'ABOUT 2 METERS LOWER THAN THE STATION.  IT IS 1.5 METERS FROM
 LX6021'EDGE MARKING FURTHER DROP TO THE SOUTHWARD AND 4.5 METERS
 LX6021'FROM BREAK BETWEEN REFERENCE MARK AND STATION.  IT BEARS S
 LX6021'30 DEG W (MAGNETIC).  REFERENCE MARK NO.2 IS IN A SEPARATED
 LX6021'LEDGE MARKING THE EASTERLY EDGE OF THE HILL.  IT IS ABOUT 1
 LX6021'METER INSIDE EDGE OF ROCK TO NORTHEASTWARD AND SOUTHEASTWARD.
 LX6021'IT BEARS N 85 DEG E (MAGNETIC).
 LX6021'
 LX6021'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LX6021
 LX6021                          STATION RECOVERY (1942)
 LX6021
 LX6021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6021'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND THE
 LX6021'DESCRIPTION TO REACH THE STATION IS ADEQUATE AND CORRECT.  THE
 LX6021'DIRECTION FOR REFERENCE MARK NO.1 WAS NOT CHECKED WITH THE
 LX6021'1934 DIRECTION BECAUSE OF MARK BEING TOO CLOSE TO THE TOWER.  NO
 LX6021'OBJECTS ARE V.G. FROM THIS STATION.
 LX6021'
 LX6021'AN AZIMUTH MARK WAS ESTABLISHED AND A COMPLETE DESCRIPTION
 LX6021'FOLLOWS.  IT IS 0.6 MILE SE OF THE STATION, 80 FEET W OF THE
 LX6021'CENTERLINE OF CONN. STATE HIGHWAY 9, 29.5 FEET N OF THE
 LX6021'CENTERLINE OF CONN. STATE HIGHWAY 148 AND IS ACROSS THE ROAD, N,
 LX6021'FROM A GULF GAS STATION.  THE DISK IS SET IN A DRILLED HOLE IN
 LX6021'THE TOP OF A GRANITE POST THAT IS 8 INCHES BY 8 INCHES AND
 LX6021'PROJECTS 1 FOOT.  THE DISK IS STAMPED STORY 1942.
 LX6021
 LX6021                          STATION RECOVERY (1968)
 LX6021
 LX6021'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX6021'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 LX6021'DESCRIBED BY G.C.M. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6024 ***********************************************************************
 LX6024  DESIGNATION -  STORYS BARN CUPOLA
 LX6024  PID         -  LX6024
 LX6024  STATE/COUNTY-  CT/MIDDLESEX
 LX6024  USGS QUAD   -  DEEP RIVER (1971)
 LX6024
 LX6024                         *CURRENT SURVEY CONTROL
 LX6024  ___________________________________________________________________
 LX6024* NAD 83(1996)-  41 24 24.15949(N)    072 26 59.39971(W)     ADJUSTED  
 LX6024* NAVD 88     -                                                        
 LX6024  ___________________________________________________________________
 LX6024  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 LX6024  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6024
 LX6024  HORZ ORDER  -  THIRD
 LX6024
 LX6024.The horizontal coordinates were established by classical geodetic methods
 LX6024.and adjusted by the National Geodetic Survey in August 1998..
 LX6024
 LX6024
 LX6024.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6024
 LX6024.The geoid height was determined by GEOID03.
 LX6024
 LX6024;                    North         East     Units Scale Factor Converg.
 LX6024;SPC CT       -   216,121.894   329,898.904   MT  0.99998558   +0 11 56.5
 LX6024;SPC CT       -   709,059.91  1,082,343.32   sFT  0.99998558   +0 11 56.5
 LX6024;UTM  18      - 4,587,046.031   713,158.082   MT  1.00015920   +1 41 14.3
 LX6024
 LX6024                          SUPERSEDED SURVEY CONTROL
 LX6024
 LX6024  NAD 83(1992)-  41 24 24.15864(N)    072 26 59.39944(W) AD(       ) 4
 LX6024  NAD 83(1986)-  41 24 24.16052(N)    072 26 59.40236(W) AD(       ) 4
 LX6024  NAD 27      -  41 24 23.80200(N)    072 27 01.10800(W) AD(       ) 3
 LX6024
 LX6024.Superseded values are not recommended for survey control.
 LX6024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6024.See file dsdata.txt to determine how the superseded data were derived.
 LX6024
 LX6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1315887046(NAD 83)
 LX6024
 LX6024  HISTORY     - Date     Condition        Report By
 LX6024  HISTORY     - 1934     MONUMENTED       CGS
 LX6024  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6024  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6024
 LX6024                          STATION DESCRIPTION
 LX6024
 LX6024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6024'THIS BARN IS ON THE PROPERTY OF M.L. STORY ON THE SOUTHERLY
 LX6024'SLOPE OF STORYS HILL.  IT IS ABOUT 0.1 MILE EASTERLY OF THE MAIN
 LX6024'ROAD.  A DEAD END DIRT ROAD PASSES BETWEEN THE BARN AND STORYS
 LX6024'HOUSE.  THE BARN IS ABOUT 48 METERS SOUTHERLY OF THIS ROAD.
 LX6024'
 LX6024'IT IS A SMALL BUILDING WITH YELLOW SIDES AND A GREEN ROOF.  THE
 LX6024'BARN BASEMENT HAS EXPOSED WALLS ON ALL EXCEPT THE N SIDE.  THERE
 LX6024'IS A SMALL YELLOW CUPOLA IN THE MIDDLE OF THE BARN ROOF.  THE
 LX6024'CUPOLA ROOF IS SQUARE AND ALMOST FLAT, OVERHANGING THE SHUTTERED
 LX6024'OPENINGS IN THE SIDES.  A WOODEN FINIAL AT THE MIDDLE OF THE
 LX6024'ROOF OF THE CUPOLA SUPPORTS A WEATHER VANE.
 LX6024'
 LX6024'CENTER IS THE FINIAL.
 LX6024
 LX6024                          STATION RECOVERY (1948)
 LX6024
 LX6024'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6024'THIS STATION HAS BEEN DESTROYED.
 LX6024
 LX6024                          STATION RECOVERY (1997)
 LX6024
 LX6024'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3693 ***********************************************************************
 LX3693  DESIGNATION -  STRATFORD
 LX3693  PID         -  LX3693
 LX3693  STATE/COUNTY-  CT/FAIRFIELD
 LX3693  USGS QUAD   -  MILFORD (1984)
 LX3693
 LX3693                         *CURRENT SURVEY CONTROL
 LX3693  ___________________________________________________________________
 LX3693* NAD 83(1996)-  41 09 07.61354(N)    073 06 11.30094(W)     ADJUSTED  
 LX3693* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX3693  ___________________________________________________________________
 LX3693  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LX3693  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3693
 LX3693  HORZ ORDER  -  FIRST
 LX3693
 LX3693.The horizontal coordinates were established by classical geodetic methods
 LX3693.and adjusted by the National Geodetic Survey in August 1998..
 LX3693
 LX3693.The orthometric height was scaled from a topographic map.
 LX3693
 LX3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3693
 LX3693.The geoid height was determined by GEOID03.
 LX3693
 LX3693;                    North         East     Units Scale Factor Converg.
 LX3693;SPC CT       -   187,863.783   275,157.524   MT  1.00000518   -0 14 02.9
 LX3693;SPC CT       -   616,349.76    902,745.98   sFT  1.00000518   -0 14 02.9
 LX3693;UTM  18      - 4,557,377.614   659,165.525   MT  0.99991180   +1 14 54.6
 LX3693
 LX3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3693!SPC CT       -   1.00000407  x   1.00000518  =   1.00000925
 LX3693!UTM  18      -   1.00000407  x   0.99991180  =   0.99991587
 LX3693
 LX3693|---------------------------------------------------------------------|
 LX3693| PID    Reference Object                     Distance      Geod. Az  |
 LX3693|                                                           dddmmss.s |
 LX3693| LX7649 STRATFORD RM 1                       22.904 METERS 05130     |
 LX3693| LX6482 AVIATION BCN REV WHITE GREEN        APPROX.22.5 KM 0523534.2 |
 LX3693| LX3721 STRATFORD SHOAL LTHSE               APPROX.10.2 KM 1790722.1 |
 LX3693| CB4916 STRATFORD RM 2                       23.626 METERS 19742     |
 LX3693| LX3692 STRATFORD POINT LIGHTHOUSE           21.169 METERS 22657     |
 LX3693| CB4917 STRATFORD RM 3 AZIMUTH               23.628 METERS 28932     |
 LX3693|---------------------------------------------------------------------|
 LX3693
 LX3693                          SUPERSEDED SURVEY CONTROL
 LX3693
 LX3693  NAD 83(1992)-  41 09 07.61255(N)    073 06 11.30040(W) AD(       ) 1
 LX3693  NAD 83(1986)-  41 09 07.61679(N)    073 06 11.30514(W) AD(       ) 1
 LX3693  NAD 83(1986)-  41 09 07.61746(N)    073 06 11.30341(W) AD(       ) 1
 LX3693  NAD 27      -  41 09 07.26844(N)    073 06 12.91364(W) AD(       ) 1
 LX3693
 LX3693.Superseded values are not recommended for survey control.
 LX3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3693.See file dsdata.txt to determine how the superseded data were derived.
 LX3693
 LX3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5916657378(NAD 83)
 LX3693_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3693_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3693_STAMPING: STRATFORD 1932
 LX3693_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3693+STABILITY: SURFACE MOTION
 LX3693
 LX3693  HISTORY     - Date     Condition        Report By
 LX3693  HISTORY     - 1932     MONUMENTED       CGS
 LX3693  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3693  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3693  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3693  HISTORY     - 1982     GOOD             NGS
 LX3693  HISTORY     - 1988     GOOD             USPSQD
 LX3693  HISTORY     - 19910803 GOOD             USPSQD
 LX3693  HISTORY     - 19920101 GOOD             USE
 LX3693  HISTORY     - 19920101 GOOD             USE
 LX3693
 LX3693                          STATION DESCRIPTION
 LX3693
 LX3693'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX3693'STATION IS LOCATED ON STRATFORD POINT ABOUT 3.5 MILES S OF THE
 LX3693'VILLAGE OF STRATFORD, CONN., ON LAND BELONGING TO THE LIGHTHOUSE
 LX3693'SERVICE.
 LX3693'
 LX3693'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 LX3693'IN CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  REFERENCE MARKS
 LX3693'NOS. 1, 2 AND 3 ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK
 LX3693'AS DESCRIBED IN NOTE 12A.
 LX3693'
 LX3693'TO REACH POINT GO S ON MAIN STREET IN STRATFORD, BY AVIATION
 LX3693'FIELD AND THE SIKORSKY MANUFACTURING CORPORATION, 2.5 MILES TO A
 LX3693'POINT WHERE MAIN PAVED ROAD TURNS TO THE RIGHT, A DIRT ROAD GOES
 LX3693'STRAIGHT AHEAD, AND ANOTHER DIRT ROAD TURNS LEFT.  TURN LEFT ON
 LX3693'THE DIRT ROAD AND GO 0.9 MILE TO THE POINT AND STATION.  STATION
 LX3693'MARK IS IN A BLOCK OF CONCRETE FLUSH WITH THE GROUND, E OF
 LX3693'KEEPERS HOUSE AND NE OF THE LIGHTHOUSE.
 LX3693'
 LX3693'REFERENCE MARK NO. 1 IS IN ROCK ENE OF STATION.  REFERENCE MARK
 LX3693'NO. 2 IS IN ROCK SSW OF STATION, 9 METERS S OF OUTSIDE OF
 LX3693'LIGHTHOUSE.  REFERENCE MARK NO. 3 IS NW OF STATION SET IN ROCK, 11
 LX3693'METERS S OF E AND W ROAD TO LIGHTHOUSE.  12 METERS NE OF NE CORNER
 LX3693'OF OLD FOUNDATION.  IN S ANGLE OF TRIANGLE FORMED BY THE
 LX3693'INTERSECTION OF ROAD TO LIGHTHOUSE, AND ROAD COMING INTO IT FROM
 LX3693'THE SE.
 LX3693'
 LX3693'HEIGHT OF SIGNAL ABOVE STATION MARK - 26 METERS.
 LX3693
 LX3693                          STATION RECOVERY (1960)
 LX3693
 LX3693'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3693'RECOVERED STATION AND R.M. 1 AND R.M. 2 IN EXCELLENT
 LX3693'CONDITION.  R.M. 3 WAS NOT RECOVERED.
 LX3693'
 LX3693'TO REACH STATION GO S ON MAIN STREET IN STRATFORD BY AVIATION
 LX3693'FIELD AND THE LYCOMING DIVISION OF AVCO 2.5 MILES TO THE
 LX3693'INTERSECTION OF IVY STREET AND PROSPECT DRIVE.  TURN LEFT (E) ON
 LX3693'PROSPECT DRIVE AND GO 0.9 MILE TO STATION.
 LX3693
 LX3693                          STATION RECOVERY (1972)
 LX3693
 LX3693'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3693'STRATFORD 1932 EXCELLENT
 LX3693'
 LX3693'STRATFORD NO. 1 1932 EXCELLENT
 LX3693'
 LX3693'STRATFORD NO. 2 1932 EXCELLENT
 LX3693'
 LX3693'STRATFORD NO. 3 1932 NOT FOUND
 LX3693
 LX3693                          STATION RECOVERY (1977)
 LX3693
 LX3693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 LX3693'THE STATION AND RM 2 WERE RECOVERED AS DESCRIBED.  RM 1 HAS BEEN
 LX3693'SCAVENGERED BUT THE HOLE IN THE ROCK REMAINS.  RM 3 WAS NOT
 LX3693'RECOVERED.
 LX3693'
 LX3693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3693'3.5 MILES SOUTH OF STRATFORD.
 LX3693
 LX3693                          STATION RECOVERY (1982)
 LX3693
 LX3693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3693'THE STATION AND REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION,
 LX3693'REFERENCE MARK 1 DISK WAS GONE, BUT THE DRILL HOLE WAS RECOVERED
 LX3693'IN GOOD CONDITION.  REFERENCE MARK 3 WAS SEARCHED FOR BUT WAS
 LX3693'NOT RECOVERED, AS WAS NOTED IN PREVIOUS YEARS.  IT IS
 LX3693'BELIEVED DESTROYED DUE TO THE HOUSES IN THE AREA, ACCORDING TO
 LX3693'PROPERTY OWNERS, THE WHOLE AREA HAS BEEN RELANDSCAPED.  THE
 LX3693'ANGLE BETWEEN REFERENCE MARKS 1 AND 2 CHECKED THE 1932 DATA.
 LX3693'THE DISTANCE TO REFERENCE MARK 2 CHECKED THE 1932 DATA, ONLY
 LX3693'THE SLOPE DISTANCE WAS MEASURED TO REFERENCE MARK 1 IN 1932,
 LX3693'THE HORIZONAL DISTANCE MEASURED AT THIS TIME WAS LESS BY 0.12
 LX3693'FEET.
 LX3693'
 LX3693'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHEAST OF
 LX3693'STRATFORD AND ON STRATFORD POINT.
 LX3693'OWNERSHIP--COMMANDER, COAST GUARD GROUP LONG ISLAND SOUND,
 LX3693'120 WOODWARD AVE, NEW HAVEN CT 06512.
 LX3693'
 LX3693'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX3693'STATE HIGHWAY 113 IN STRATFORD, GO SOUTH ON HIGHWAY 113 FOR
 LX3693'0.6 KM (0.35 MI) TO INTERSTATE 95 OVERPASS, CONTINUE SOUTH
 LX3693'ON HIGHWAY 113 FOR 0.8 KM (0.5 MI) TO A CROSSROAD (STRATFORD AVE),
 LX3693'CONTINUE SOUTH ON HIGHWAY 113 (MAIN STREET) FOR
 LX3693'2.9 KM (1.8 MI) TO A FORK, BEAR RIGHT AND CONTINUE SOUTH ON
 LX3693'HIGHWAY 113 FOR 1.1 KM (0.7 MI) TO A FIVE-WAY INTERSECTION.
 LX3693'TURN LEFT AND GO EAST ON PROSPECT DRIVE FOR 1.3 KM (0.8 MI)
 LX3693'TO THE END OF PAVEMENT AND ENTRANCE TO THE LAWN OF A LIGHTHOUSE
 LX3693'AND LIGHTKEEPERS HOUSE.  BEAR TO THE LEFT OF THE HOUSE ACROSS
 LX3693'LAWN FOR 0.1 KM (0.05 MI) TO THE STATION AS DESCRIBED.
 LX3693'
 LX3693'THE STATION IS A STANDARD NGS DISK
 LX3693'STAMPED---STRATFORD 1932---,
 LX3693'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE
 LX3693'FLUSH WITH GROUND.  IT IS LOCATED
 LX3693'30.18 METERS (99.0 FT) SOUTHWEST FROM A WIRE FENCE,
 LX3693'28.53 METERS (93.6 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 LX3693'BRICK GENERATOR HOUSE,
 LX3693'12.80 METERS (42.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER
 LX3693'OF THE LIGHTKEEPERS HOUSE AND
 LX3693'7.19 METERS (23.6 FT) NORTHWEST FROM A WIRE FENCE.
 LX3693'THE UNDERGROUND MARK IS STATED TO EXIST IN THE 1932 DATA.
 LX3693'
 LX3693'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A ROCK OUTCROP.
 LX3693'IT IS LOCATED
 LX3693'34.1 METERS (112.0 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER
 LX3693'OF THE LIGHTKEEPERS HOUSE,
 LX3693'10.09 METERS (33.1 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER AND
 LX3693'3.35 METERS (11.0 FT) SOUTHEAST FROM A WIRE FENCE.
 LX3693'MARK IS BELOW STATION 1.2 METERS.
 LX3693'
 LX3693'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3693'STAMPED---STRATFORD NO 2 1932---,
 LX3693'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3693'22.86 METERS (75.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF
 LX3693'THE LIGHTKEEPERS HOUSE,
 LX3693'8.17 METERS (26.8 FT) WEST FROM THE NORTHEAST CORNER OF THE
 LX3693'BRICK GENERATOR HOUSE,
 LX3693'1.89 METERS (6.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 LX3693'OF A LARGE CONCRETE PAD AND
 LX3693'1.74 METERS (5.7 FT) NORTHWEST FROM A WIRE FENCE.
 LX3693'MARK IS LEVEL WITH STATION.
 LX3693'
 LX3693'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 LX3693'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX3693'
 LX3693'DESCRIBED BY L.D. ACRES, CHECKED BY D.R. VARNEY.
 LX3693
 LX3693                          STATION RECOVERY (1988)
 LX3693
 LX3693'RECOVERY NOTE BY US POWER SQUADRON 1988 (JW)
 LX3693'RECOVERED IN GOOD CONDITION.
 LX3693
 LX3693                          STATION RECOVERY (1991)
 LX3693
 LX3693'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX3693'RECOVERED IN GOOD CONDITION.
 LX3693
 LX3693                          STATION RECOVERY (1992)
 LX3693
 LX3693'RECOVERY NOTE BY US ENGINEERS 1992 (JC)
 LX3693'DESCRIPTION IS ADEQUATE, REFERENCE MARKS WERE NOT SEARCHED FOR.
 LX3693
 LX3693                          STATION RECOVERY (1992)
 LX3693
 LX3693'RECOVERY NOTE BY US ENGINEERS 1992 (JC)
 LX3693'DESCRIPTION IS ADEQUATE, REFERENCE MARKS WERE NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3687 ***********************************************************************
 LX3687  DESIGNATION -  STRATFORD BOOTHE EST CLOCK TWR
 LX3687  PID         -  LX3687
 LX3687  STATE/COUNTY-  CT/FAIRFIELD
 LX3687  USGS QUAD   -  MILFORD (1984)
 LX3687
 LX3687                         *CURRENT SURVEY CONTROL
 LX3687  ___________________________________________________________________
 LX3687* NAD 83(1996)-  41 14 08.83186(N)    073 06 38.53149(W)     ADJUSTED  
 LX3687* NAVD 88     -                                                        
 LX3687  ___________________________________________________________________
 LX3687  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 LX3687  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX3687
 LX3687  HORZ ORDER  -  THIRD
 LX3687
 LX3687.The horizontal coordinates were established by classical geodetic methods
 LX3687.and adjusted by the National Geodetic Survey in August 1998..
 LX3687
 LX3687
 LX3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3687
 LX3687.The geoid height was determined by GEOID03.
 LX3687
 LX3687;                    North         East     Units Scale Factor Converg.
 LX3687;SPC CT       -   197,158.720   274,561.378   MT  0.99999658   -0 14 21.0
 LX3687;SPC CT       -   646,844.90    900,790.12   sFT  0.99999658   -0 14 21.0
 LX3687;UTM  18      - 4,566,653.159   658,328.982   MT  0.99990852   +1 14 44.2
 LX3687
 LX3687                          SUPERSEDED SURVEY CONTROL
 LX3687
 LX3687  NAD 83(1992)-  41 14 08.83058(N)    073 06 38.53117(W) AD(       ) 4
 LX3687  NAD 83(1986)-  41 14 08.83522(N)    073 06 38.53539(W) AD(       ) 4
 LX3687  NAD 27      -  41 14 08.48800(N)    073 06 40.14300(W) AD(       ) 3
 LX3687
 LX3687.Superseded values are not recommended for survey control.
 LX3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3687.See file dsdata.txt to determine how the superseded data were derived.
 LX3687
 LX3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5832966653(NAD 83)
 LX3687
 LX3687  HISTORY     - Date     Condition        Report By
 LX3687  HISTORY     - 1934     MONUMENTED       CTGS
 LX3687  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3687  HISTORY     - 1988     GOOD             USPSQD
 LX3687
 LX3687                          STATION DESCRIPTION
 LX3687
 LX3687'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3687'A FRAMED STRUCTURE WITH SLATE ROOF.  TOWER IS SQUARE WITH CLOCK
 LX3687'FACE IN EACH SIDE.  BENEATH EACH CLOCK FACE IS A WINDOW, AND A
 LX3687'SQUARE BALCONY ABOVE AND BELOW THE CLOCK FACES.
 LX3687'
 LX3687'ABOVE THE UPPER BALCONY IS A GILDED DOME SUPPORTED ON EIGHT
 LX3687'SMALL COLUMNS, A WEATHER VANE WITH A GILDED EAGLE SURMOUNTS THE
 LX3687'DOME.  TOWER IS ON THE BOOTHE ESTATE ON THE SO-CALLED PUTNEY ROAD
 LX3687'IN THE N SECTION OF THE TOWN OF STRATFORD.  STATION IS APEX OF
 LX3687'WEATHER VANE.  HEIGHT ABOUT 50 FEET ABOVE THE GROUND.
 LX3687
 LX3687                          STATION RECOVERY (1961)
 LX3687
 LX3687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3687'RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION AND SKETCH
 LX3687'EXCELLENT.  BOTH GILDED DOME AND GILDED EAGLE ARE BADLY TARNISHED
 LX3687'AND NEED A NEW GILDING JOB.
 LX3687
 LX3687                          STATION RECOVERY (1988)
 LX3687
 LX3687'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3741 ***********************************************************************
 LX3741  DESIGNATION -  STRATFORD CONG CHURCH SPIRE
 LX3741  PID         -  LX3741
 LX3741  STATE/COUNTY-  CT/FAIRFIELD
 LX3741  USGS QUAD   -  BRIDGEPORT (1984)
 LX3741
 LX3741                         *CURRENT SURVEY CONTROL
 LX3741  ___________________________________________________________________
 LX3741* NAD 83(1996)-  41 11 33.10034(N)    073 07 50.31408(W)     ADJUSTED  
 LX3741* NAVD 88     -                                                        
 LX3741  ___________________________________________________________________
 LX3741  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 LX3741  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX3741
 LX3741  HORZ ORDER  -  THIRD
 LX3741
 LX3741.The horizontal coordinates were established by classical geodetic methods
 LX3741.and adjusted by the National Geodetic Survey in August 1998..
 LX3741
 LX3741
 LX3741.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3741
 LX3741.The geoid height was determined by GEOID03.
 LX3741
 LX3741;                    North         East     Units Scale Factor Converg.
 LX3741;SPC CT       -   192,361.711   272,868.607   MT  1.00000076   -0 15 08.6
 LX3741;SPC CT       -   631,106.71    895,236.42   sFT  1.00000076   -0 15 08.6
 LX3741;UTM  18      - 4,561,814.363   656,761.179   MT  0.99990244   +1 13 53.0
 LX3741
 LX3741                          SUPERSEDED SURVEY CONTROL
 LX3741
 LX3741  NAD 83(1992)-  41 11 33.09914(N)    073 07 50.31346(W) AD(       ) 4
 LX3741  NAD 83(1986)-  41 11 33.10616(N)    073 07 50.31875(W) AD(       ) 4
 LX3741  NAD 27      -  41 11 32.75500(N)    073 07 51.92600(W) AD(       ) 3
 LX3741
 LX3741.Superseded values are not recommended for survey control.
 LX3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3741.See file dsdata.txt to determine how the superseded data were derived.
 LX3741
 LX3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5676161814(NAD 83)
 LX3741_MARKER: 90 = CHURCH SPIRE
 LX3741_SETTING: 0 = UNSPECIFIED SETTING
 LX3741
 LX3741  HISTORY     - Date     Condition        Report By
 LX3741  HISTORY     - UNK      FIRST OBSERVED
 LX3741  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3741  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3741  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3741  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX3741  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3741  HISTORY     - 1981     GOOD             NGS
 LX3741  HISTORY     - 1982     GOOD             NGS
 LX3741  HISTORY     - 1987     GOOD             USPSQD
 LX3741  HISTORY     - 1988     GOOD             USPSQD
 LX3741  HISTORY     - 19910803 GOOD             USPSQD
 LX3741
 LX3741                          STATION DESCRIPTION
 LX3741
 LX3741'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3741'THE STRATFORD CONGREGATIONAL CHURCH IS SITUATED ON THE W SIDE
 LX3741'OF MAIN STREET IN THE TOWN OF STRATFORD.  IT IS A WOODEN
 LX3741'STRUCTURE WITH SLATE-COVERED ROOF.  THE SPIRE IS COVERED WITH
 LX3741'WOODEN SHINGLES.  THE BUILDING AND SPIRE WERE ERECTED ABOUT
 LX3741'1860.  RECOVERED AS DESCRIBED IN 1927.
 LX3741
 LX3741                          STATION RECOVERY (1933)
 LX3741
 LX3741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3741'RECOVERED IN GOOD CONDITION AS DESCRIBED.  AT THE SW CORNER OF
 LX3741'MAIN AND CHURCH STREETS IN THE TOWN OF STRATFORD.  A FRAMED
 LX3741'STRUCTURE WITH SLATE ROOF OF ALTERNATING STRIPES OF GREEN AND
 LX3741'BROWN SHINGLES.  THE SPIRE IS OCTAGONAL FROM THE TOP OF THE
 LX3741'SQUARE BELFRY WHICH IS OPEN AND IN WHICH MAY BE SEEN A LARGE
 LX3741'BELL HANGING.  THE TOP TWENTY FEET OF THE SPIRE IS COPPER
 LX3741'WHICH HAS TURNED A BRIGHT GREEN FROM WEATHERING, SURMOUNTED BY
 LX3741'A WEATHER VANE WHICH IS THE STATION.  ABOUT 150 FEET ABOVE
 LX3741'GROUND.
 LX3741
 LX3741                          STATION RECOVERY (1960)
 LX3741
 LX3741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3741'RECOVERED ESSENTIALLY AS DESCRIBED IN 1933.  TOP OF BELFY UNDER
 LX3741'SPIRE IS NOW OCTAGONAL.  LOUVRES NOW COVER OLD BELFRY
 LX3741'OPENING.  BUILDING IS NOW PAINTED WHITE.
 LX3741
 LX3741                          STATION RECOVERY (1971)
 LX3741
 LX3741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 LX3741'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3741'
 LX3741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3741'AT STRATFORD.
 LX3741
 LX3741                          STATION RECOVERY (1977)
 LX3741
 LX3741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 LX3741'STATION RECOVERED AS DESCRIBED.
 LX3741'
 LX3741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3741'IN STRATFORD.
 LX3741
 LX3741                          STATION RECOVERY (1981)
 LX3741
 LX3741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 LX3741'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX3741'
 LX3741'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN STRATFORD.
 LX3741
 LX3741                          STATION RECOVERY (1982)
 LX3741
 LX3741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3741'THE STATION, STRATFORD CONGREGATIONAL CHURCH SPIRE, WAS
 LX3741'RECOVERED IN GOOD CONDITION.  THE STATION WAS DESIGNATED
 LX3741'STRATFORD CONGREGATIONAL SPIRE IN 1884.  IT WAS REDESIGNATED
 LX3741'STRATFORD CONGREGATIONAL CHURCH SPIRE IN 1933.
 LX3741'
 LX3741'THE STATION, STRATFORD CONGREGATIONAL CHURCH SPIRE, IS THE BASE
 LX3741'OF THE VANE, ATOP THE OCTOGONAL, 46 METERS (150 FT) HIGH
 LX3741'SPIRE.
 LX3741'
 LX3741'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE
 LX3741'INTERSECTION OF MAIN STREET AND CHURCH STREET.  THIS
 LX3741'INTERSECTION IS OFFSET TO THE SOUTH OF THE INTERSECTION OF
 LX3741'MAIN STREET AND EAST BROADWAY IN DOWNTOWN STRATFORD.
 LX3741'OWNERSHIP--STRATFORD CONGREGATIONAL CHURCH, STRATFORD CT 06497.
 LX3741'
 LX3741'DESCRIBED BY G.R. HEID.
 LX3741
 LX3741                          STATION RECOVERY (1987)
 LX3741
 LX3741'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3741'RECOVERED IN GOOD CONDITION.
 LX3741
 LX3741                          STATION RECOVERY (1988)
 LX3741
 LX3741'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3741'RECOVERED IN GOOD CONDITION.
 LX3741
 LX3741                          STATION RECOVERY (1991)
 LX3741
 LX3741'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX3741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3739 ***********************************************************************
 LX3739  DESIGNATION -  STRATFORD EPIS CHURCH SPIRE
 LX3739  PID         -  LX3739
 LX3739  STATE/COUNTY-  CT/FAIRFIELD
 LX3739  USGS QUAD   -  BRIDGEPORT (1984)
 LX3739
 LX3739                         *CURRENT SURVEY CONTROL
 LX3739  ___________________________________________________________________
 LX3739* NAD 83(1996)-  41 11 18.58589(N)    073 07 48.55080(W)     ADJUSTED  
 LX3739* NAVD 88     -                                                        
 LX3739  ___________________________________________________________________
 LX3739  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 LX3739  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3739
 LX3739  HORZ ORDER  -  THIRD
 LX3739
 LX3739.The horizontal coordinates were established by classical geodetic methods
 LX3739.and adjusted by the National Geodetic Survey in August 1998..
 LX3739
 LX3739
 LX3739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3739
 LX3739.The geoid height was determined by GEOID03.
 LX3739
 LX3739;                    North         East     Units Scale Factor Converg.
 LX3739;SPC CT       -   191,913.773   272,907.726   MT  1.00000118   -0 15 07.4
 LX3739;SPC CT       -   629,637.10    895,364.76   sFT  1.00000118   -0 15 07.4
 LX3739;UTM  18      - 4,561,367.632   656,811.879   MT  0.99990264   +1 13 53.8
 LX3739
 LX3739                          SUPERSEDED SURVEY CONTROL
 LX3739
 LX3739  NAD 83(1992)-  41 11 18.58470(N)    073 07 48.55022(W) AD(       ) 4
 LX3739  NAD 83(1986)-  41 11 18.58892(N)    073 07 48.55179(W) AD(       ) 4
 LX3739  NAD 27      -  41 11 18.24000(N)    073 07 50.15500(W) AD(       ) 3
 LX3739
 LX3739.Superseded values are not recommended for survey control.
 LX3739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3739.See file dsdata.txt to determine how the superseded data were derived.
 LX3739
 LX3739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5681261368(NAD 83)
 LX3739_MARKER: 90 = CHURCH SPIRE
 LX3739_SETTING: 0 = UNSPECIFIED SETTING
 LX3739
 LX3739  HISTORY     - Date     Condition        Report By
 LX3739  HISTORY     - UNK      FIRST OBSERVED
 LX3739  HISTORY     - 1907     SEE DESCRIPTION  CGS
 LX3739  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3739  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3739  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX3739  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX3739  HISTORY     - 1971     SEE DESCRIPTION  NGS
 LX3739  HISTORY     - 1977     GOOD             NGS
 LX3739  HISTORY     - 1981     GOOD             NGS
 LX3739  HISTORY     - 1982     GOOD             NGS
 LX3739  HISTORY     - 1988     GOOD             USPSQD
 LX3739  HISTORY     - 19910803 GOOD             USPSQD
 LX3739
 LX3739                          STATION DESCRIPTION
 LX3739
 LX3739'DESCRIBED BY COAST AND GEODETIC SURVEY 1907 (HPR)
 LX3739'THE STRATFORD EPISCOPAL CHURCH (CHRIST EPISCOPAL CHURCH) IS
 LX3739'SITUATED ON THE E SIDE OF MAIN STREET, STRATFORD.  IT IS A
 LX3739'WOODEN STRUCTURE.  THE ROOF AND SPIRE ARE COVERED WITH WOODEN
 LX3739'SHINGLES.  THE WEATHER COCK SURMOUNTING THE SPIRE IS A GOLDEN
 LX3739'ROOSTER WITH A LARGE TAIL.  IN 1907 IT WAS REPORTED THAT THE
 LX3739'CHURCH AND SPIRE WERE APPARENTLY IN GOOD CONDITION.  THEY WERE
 LX3739'ERECTED ABOUT 1858.
 LX3739
 LX3739                          STATION RECOVERY (1933)
 LX3739
 LX3739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3739'RECOVERED AS DESCRIBED IN GOOD CONDITION.  WEATHER VANE IS THE
 LX3739'STATION.  IT IS A LARGE GILDED COCK WITH FLOWING TAIL.  SPIRE
 LX3739'OF CHURCH IS AN OCTAGONAL PYRAMID COVERED WITH DARK RED
 LX3739'SHINGLES.  CHURCH IS A WOODEN BUILDING PAINTED A DARK BROWN.  TOP
 LX3739'OF SPIRE IS ABOUT 150 FEET HIGH.  LOCATED ON THE E SIDE OF
 LX3739'MAIN STREET, STRATFORD, AT THE SE CORNER OF MAIN STREET AND
 LX3739'HARVEY PLACE.
 LX3739
 LX3739                          STATION RECOVERY (1960)
 LX3739
 LX3739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3739'RECOVERED ESSENTIALLY AS DESCRIBED IN 1933 EXCEPT THAT THE
 LX3739'10 FOOT ROD SUPPORTING THE GOLDEN ROOSTER LEANS SLIGHTLY TOWARD
 LX3739'HARVEY STREET.  THE SPIRE IS DARK ASBESTOS SHINGLES AND
 LX3739'BUILDING IS PAINTED WHITE.
 LX3739
 LX3739                          STATION RECOVERY (1962)
 LX3739
 LX3739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHO)
 LX3739'THE STEEPLE REPAIR WORK HAS BEEN COMPLETED.  THE ROD SUPPORTING
 LX3739'THE GOLDEN ROOSTER IS NOW VERTICAL.  AT THE BASE OF ROD IS A
 LX3739'GOLDEN BALL WHICH APPEARS TO BE NEW.  THE ROD, TO THE BEST OF
 LX3739'MY KNOWLEDGE, IS NOW VERTICALLY OVER 1884 STATION.
 LX3739
 LX3739                          STATION RECOVERY (1963)
 LX3739
 LX3739'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JMC)
 LX3739'STATION RECOVERED IN GOOD CONDITION.  ROOF HAS BEEN RE-SHINGLED
 LX3739'BUT FROM ALL INFORMATION THE WEATHER VANE IS IN SAME
 LX3739'POSITION.  PREVIOUS DESCRIPTION ADEQUATE.
 LX3739
 LX3739                          STATION RECOVERY (1971)
 LX3739
 LX3739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 LX3739'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3739
 LX3739                          STATION RECOVERY (1977)
 LX3739
 LX3739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RPD)
 LX3739'STATION RECOVERED AS DESCRIBED.
 LX3739'
 LX3739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN STRATFORD.
 LX3739
 LX3739                          STATION RECOVERY (1981)
 LX3739
 LX3739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 LX3739'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX3739'
 LX3739'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN STRATFORD.
 LX3739
 LX3739                          STATION RECOVERY (1982)
 LX3739
 LX3739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3739'THE STATION, STRATFORD EPISCOPAL CHURCH SPIRE, WAS RECOVERED
 LX3739'IN GOOD CONDITION.  THE STATION WAS DESIGNATED STRATFORD
 LX3739'EPISCOPAL SPIRE IN 1884.  IT WAS REDESIGNATED STRATFORD
 LX3739'EPISCOPAL CHURCH SPIRE IN 1933.
 LX3739'
 LX3739'THE STATION, STRATFORD EPISCOPAL CHURCH SPIRE, IS THE BASE OF
 LX3739'THE VANE, ATOP THE OCTOGONAL, PYRAMID SHAPED, 46 METERS
 LX3739'(150 FT) HIGH SPIRE.  THE VANE IS A GILDED COCK.
 LX3739'
 LX3739'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE
 LX3739'INTERSECTION OF MAIN STREET AND HARVEY PLACE IN STRATFORD.
 LX3739'OWNERSHIP--STRATFORD EPISCOPAL CHURCH, STRATFORD CT 06497.
 LX3739'
 LX3739'DESCRIBED BY G.R. HEID.
 LX3739
 LX3739                          STATION RECOVERY (1988)
 LX3739
 LX3739'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3739'RECOVERED IN GOOD CONDITION.
 LX3739
 LX3739                          STATION RECOVERY (1991)
 LX3739
 LX3739'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX3739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3692 ***********************************************************************
 LX3692  DESIGNATION -  STRATFORD POINT LIGHTHOUSE
 LX3692  PID         -  LX3692
 LX3692  STATE/COUNTY-  CT/FAIRFIELD
 LX3692  USGS QUAD   -  MILFORD (1984)
 LX3692
 LX3692                         *CURRENT SURVEY CONTROL
 LX3692  ___________________________________________________________________
 LX3692* NAD 83(1996)-  41 09 07.14504(N)    073 06 11.96432(W)     ADJUSTED  
 LX3692* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX3692  ___________________________________________________________________
 LX3692  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LX3692  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3692
 LX3692  HORZ ORDER  -  THIRD
 LX3692
 LX3692.The horizontal coordinates were established by classical geodetic methods
 LX3692.and adjusted by the National Geodetic Survey in August 1998..
 LX3692
 LX3692.The orthometric height was scaled from a topographic map.
 LX3692
 LX3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3692
 LX3692.The geoid height was determined by GEOID03.
 LX3692
 LX3692;                    North         East     Units Scale Factor Converg.
 LX3692;SPC CT       -   187,849.393   275,141.997   MT  1.00000520   -0 14 03.4
 LX3692;SPC CT       -   616,302.55    902,695.04   sFT  1.00000520   -0 14 03.4
 LX3692;UTM  18      - 4,557,362.829   659,150.376   MT  0.99991174   +1 14 54.2
 LX3692
 LX3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3692!SPC CT       -   1.00000397  x   1.00000520  =   1.00000917
 LX3692!UTM  18      -   1.00000397  x   0.99991174  =   0.99991571
 LX3692
 LX3692:                Primary Azimuth Mark                     Grid Az
 LX3692:SPC CT       -  HAYLAND FARM WATER TANK                  027 23 55.8
 LX3692:UTM  18      -  HAYLAND FARM WATER TANK                  025 54 58.2
 LX3692
 LX3692|---------------------------------------------------------------------|
 LX3692| PID    Reference Object                     Distance      Geod. Az  |
 LX3692|                                                           dddmmss.s |
 LX3692| LX3645 HAYLAND FARM WATER TANK             APPROX.13.1 KM 0270952.4 |
 LX3692| LX3748 BRIDGEPORT REMINGTON ARMS TANK      APPROX. 6.9 KM 3034822.8 |
 LX3692| LX3745 MCDONALD RESET                      APPROX. 8.5 KM 3305425.2 |
 LX3692| LX3739 STRATFORD EPIS CHURCH SPIRE         APPROX. 4.6 KM 3305801.9 |
 LX3692| LX3741 STRATFORD CONG CHURCH SPIRE         APPROX. 5.1 KM 3330133.0 |
 LX3692| LX3698 HOUSATONIC RIVER BEACON 3           APPROX. 1.9 KM 3451627.5 |
 LX3692| LX3682 STRATFORD RAYBESTOS WHITE STK       APPROX. 5.7 KM 3462318.6 |
 LX3692| LX3685 DEVON WEST RAILROAD TOWER           APPROX. 5.9 KM 3530909.9 |
 LX3692| LX3697 DEVON CENTER RAILROAD TOWER         APPROX. 5.9 KM 3544009.2 |
 LX3692| LX3700 DEVON CONN P AND L PLANT S STK      APPROX. 6.3 KM 3560659.6 |
 LX3692| LX3694 DEVON CONN P AND L PLANT N STK      APPROX. 6.4 KM 3560708.8 |
 LX3692| LX3696 DEVON EAST RAILROAD TOWER           APPROX. 6.0 KM 3565413.5 |
 LX3692| LX3691 HOUSATONIC RIVER BEACON 1           APPROX. 1.2 KM 3582758.3 |
 LX3692|---------------------------------------------------------------------|
 LX3692
 LX3692                          SUPERSEDED SURVEY CONTROL
 LX3692
 LX3692  NAD 83(1992)-  41 09 07.14405(N)    073 06 11.96379(W) AD(       ) 4
 LX3692  NAD 83(1986)-  41 09 07.14870(N)    073 06 11.96802(W) AD(       ) 4
 LX3692  NAD 83(1986)-  41 09 07.15074(N)    073 06 11.96389(W) AD(       ) 4
 LX3692  NAD 83(1986)-  41 09 07.14923(N)    073 06 11.96759(W) AD(       ) 2
 LX3692  NAD 27      -  41 09 06.79900(N)    073 06 13.57700(W) AD(       ) 2
 LX3692
 LX3692.Superseded values are not recommended for survey control.
 LX3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3692.See file dsdata.txt to determine how the superseded data were derived.
 LX3692
 LX3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5915057363(NAD 83)
 LX3692_MARKER: 13 = LIGHTHOUSE
 LX3692_SETTING: 0 = UNSPECIFIED SETTING
 LX3692
 LX3692  HISTORY     - Date     Condition        Report By
 LX3692  HISTORY     - UNK      FIRST OBSERVED
 LX3692  HISTORY     - 1885     SEE DESCRIPTION  CGS
 LX3692  HISTORY     - 1916     SEE DESCRIPTION  CGS
 LX3692  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3692  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3692  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3692  HISTORY     - 1982     GOOD             NGS
 LX3692  HISTORY     - 1987     GOOD             USPSQD
 LX3692  HISTORY     - 1988     GOOD             USPSQD
 LX3692  HISTORY     - 19910729 GOOD             USPSQD
 LX3692
 LX3692                          STATION DESCRIPTION
 LX3692
 LX3692'DESCRIBED BY COAST AND GEODETIC SURVEY 1885
 LX3692'THIS LIGHTHOUSE WAS BUILT IN 1881, AND DETERMINED IN THE SURVEY
 LX3692'OF 1881-5.  IT STANDS ON STRATFORD POINT, W SIDE OF ENTRANCE TO
 LX3692'HOUSATONIC RIVER.  STRUCTURE IS A WHITE CONICAL TOWER ATTACHED
 LX3692'TO DWELLING.  TOWER HAS BROWN BAND ABOUT MIDWAY OF ITS HEIGHT.
 LX3692'BELL STRUCTURE ALONGSIDE.
 LX3692
 LX3692                          STATION RECOVERY (1916)
 LX3692
 LX3692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1916 (HPR)
 LX3692'RECOVERY NOTES TOGETHER WITH ORIGINAL DESCRIPTION SUFFICIENT, WITH
 LX3692'FOLLOWING ADDITIONS--FROM LIGHT LIST 1916 - W SIDE OF ENTRANCE TO
 LX3692'HOUSATONIC RIVER.  LIGHT ABOVE HIGH WATER - 52 FEET.  TOP OF
 LX3692'LANTERN ABOVE BASE - 41 FEET.  CAN BE REACHED FROM BRIDGEPORT
 LX3692'BY TROLLEY.
 LX3692
 LX3692                          STATION RECOVERY (1931)
 LX3692
 LX3692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CHE)
 LX3692'RECOVERED AS DESCRIBED, IN EXCELLENT CONDITION.  IT HAS BEEN USED
 LX3692'FREQUENTLY MORE RECENTLY THAN 1881-85.
 LX3692
 LX3692                          STATION RECOVERY (1960)
 LX3692
 LX3692'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3692'RECOVERED IN EXCELLENT CONDITION AS DESCRIBED WITH THE FOLLOWING
 LX3692'EXCEPTION--
 LX3692'
 LX3692'THE WHITE CONICAL TOWER IS DETACHED FROM DWELLING AND THE TOWER
 LX3692'HAS A DARK BROWN BAND ABOUT MIDWAY OF HEIGHT.  THE BAND IS ALMOST
 LX3692'BLACK.
 LX3692
 LX3692                          STATION RECOVERY (1972)
 LX3692
 LX3692'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3692'RECOVERED IN EXCELLENT CONDITION.
 LX3692
 LX3692                          STATION RECOVERY (1982)
 LX3692
 LX3692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3692'THE STATION, STRATFORD POINT LIGHTHOUSE, WAS RECOVERED IN
 LX3692'GOOD CONDITION.  IT NOW HAS WHITE-BLACK-WHITE HOROZONTAL STRIPES.
 LX3692'
 LX3692'THE STATION, STRATFORD POINT LIGHTHOUSE, IS THE CENTER OF TWO
 LX3692'VERTICALLY MOUNTED, ROTATING, WHITE, BEACON, LIGHTS ATOP THE
 LX3692'OPEN STRUCTURE.  IT IS 11 METERS (35 FT) IN HEIGHT.
 LX3692'
 LX3692'THE STATION IS LOCATED ON STRATFORD POINT, ON THE WEST SIDE
 LX3692'OF THE ENTRANCE TO THE HOUSATONIC RIVER.
 LX3692'OWNERSHIP--CITY OF NEW HAVEN, NEW HAVEN CT 06510.
 LX3692'
 LX3692'DESCRIBED BY G.R. HEID.
 LX3692
 LX3692                          STATION RECOVERY (1987)
 LX3692
 LX3692'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3692'RECOVERED IN GOOD CONDITION.
 LX3692
 LX3692                          STATION RECOVERY (1988)
 LX3692
 LX3692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JW)
 LX3692'RECOVERED IN GOOD CONDITION.
 LX3692
 LX3692                          STATION RECOVERY (1991)
 LX3692
 LX3692'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX3692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3682 ***********************************************************************
 LX3682  DESIGNATION -  STRATFORD RAYBESTOS WHITE STK
 LX3682  PID         -  LX3682
 LX3682  STATE/COUNTY-  CT/FAIRFIELD
 LX3682  USGS QUAD   -  MILFORD (1984)
 LX3682
 LX3682                         *CURRENT SURVEY CONTROL
 LX3682  ___________________________________________________________________
 LX3682* NAD 83(1996)-  41 12 06.11536(N)    073 07 09.34317(W)     ADJUSTED  
 LX3682* NAVD 88     -                                                        
 LX3682  ___________________________________________________________________
 LX3682  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 LX3682  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3682
 LX3682  HORZ ORDER  -  THIRD
 LX3682
 LX3682.The horizontal coordinates were established by classical geodetic methods
 LX3682.and adjusted by the National Geodetic Survey in August 1998..
 LX3682
 LX3682
 LX3682.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3682
 LX3682.The geoid height was determined by GEOID03.
 LX3682
 LX3682;                    North         East     Units Scale Factor Converg.
 LX3682;SPC CT       -   193,376.052   273,827.686   MT  0.99999983   -0 14 41.4
 LX3682;SPC CT       -   634,434.60    898,383.00   sFT  0.99999983   -0 14 41.4
 LX3682;SPC NY L     -   115,310.877   373,874.468   MT  1.00001369   +0 34 33.9
 LX3682;SPC NY L     -   378,315.77  1,226,619.82   sFT  1.00001369   +0 34 33.9
 LX3682;UTM  18      - 4,562,853.100   657,693.580   MT  0.99990605   +1 14 20.8
 LX3682
 LX3682                          SUPERSEDED SURVEY CONTROL
 LX3682
 LX3682  NAD 83(1992)-  41 12 06.11412(N)    073 07 09.34262(W) AD(       ) 4
 LX3682  NAD 83(1986)-  41 12 06.11872(N)    073 07 09.34697(W) AD(       ) 4
 LX3682  NAD 27      -  41 12 05.76800(N)    073 07 10.95600(W) AD(       ) 3
 LX3682
 LX3682.Superseded values are not recommended for survey control.
 LX3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3682.See file dsdata.txt to determine how the superseded data were derived.
 LX3682
 LX3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5769462853(NAD 83)
 LX3682
 LX3682  HISTORY     - Date     Condition        Report By
 LX3682  HISTORY     - 1934     MONUMENTED       CGS
 LX3682  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3682  HISTORY     - 1987     GOOD             USPSQD
 LX3682  HISTORY     - 1988     GOOD             USPSQD
 LX3682  HISTORY     - 20040329 MARK NOT FOUND   GEOCAC
 LX3682
 LX3682                          STATION DESCRIPTION
 LX3682
 LX3682'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3682'A LIGHT YELLOW STACK ON THE PROPERTY OF THE RAYBESTOS COMPANY
 LX3682'LOCATED ON THE W SIDE OF E MAIN STREET IN THE TOWN OF
 LX3682'STRATFORD.  THE TOP OF THE STACK IS SMOKED UP AND APPEARS VERY
 LX3682'BLACK.
 LX3682'
 LX3682'STATION IS THE CENTER LINE OF STACK WHICH IS ABOUT 250 FEET
 LX3682'ABOVE THE GROUND.  STACK LOOKS WHITE FROM A DISTANCE.
 LX3682
 LX3682                          STATION RECOVERY (1961)
 LX3682
 LX3682'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3682'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX3682'
 LX3682'RAYBESTOS CO. IS NOW RAYBESTOS DIVISION OF RAYBESTOS - MANHATTAN,
 LX3682'INC.
 LX3682
 LX3682                          STATION RECOVERY (1987)
 LX3682
 LX3682'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEF)
 LX3682'RECOVERED IN GOOD CONDITION.
 LX3682
 LX3682                          STATION RECOVERY (1988)
 LX3682
 LX3682'RECOVERY NOTE BY US POWER SQUADRON 1988 (PJB)
 LX3682'RECOVERED IN GOOD CONDITION.
 LX3682
 LX3682                          STATION RECOVERY (2004)
 LX3682
 LX3682'RECOVERY NOTE BY GEOCACHING 2004 (WJH)
 LX3682'THE RAYBESTOS CO. FACTORY HAS BEEN CLOSED FOR APPROX. 10 YEARS.  AFTER
 LX3682'CLOSING, THE PROPERTY WAS LEVELED AND MAJOR ENVIRONMENTAL CLEANUP WORK
 LX3682'WAS DONE.  THE AREA IS NOW OCCUPIED BY A SHOPPING CENTER.  THE
 LX3682'PROPERTY THAT WAS SEARCHED FOR THE BENCHMARK IS BORDERED BY THE
 LX3682'METRO-NORTH RAILROAD, EAST MAIN STREET, AND BARNUM AVENUE CUTOFF.
 LX3682'THERE WAS NO SMOKESTACK FOUND IN THE AFFORMENTIONED AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7649 ***********************************************************************
 LX7649  DESIGNATION -  STRATFORD RM 1
 LX7649  PID         -  LX7649
 LX7649  STATE/COUNTY-  CT/FAIRFIELD
 LX7649  USGS QUAD   -  MILFORD (1984)
 LX7649
 LX7649                         *CURRENT SURVEY CONTROL
 LX7649  ___________________________________________________________________
 LX7649* NAD 83(1996)-  41 09 08.07575(N)    073 06 10.53222(W)     ADJUSTED  
 LX7649* NAVD 88     -         2.95   (+/-2cm)       9.7    (feet)  VERTCON   
 LX7649  ___________________________________________________________________
 LX7649  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 LX7649  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX7649
 LX7649  HORZ ORDER  -  SECOND
 LX7649  VERT ORDER  -  THIRD (See Below)
 LX7649
 LX7649.The horizontal coordinates were established by classical geodetic methods
 LX7649.and adjusted by the National Geodetic Survey in August 1998..
 LX7649
 LX7649.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7649.The vertical order pertains to the NGVD 29 superseded value.
 LX7649
 LX7649.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7649
 LX7649.The geoid height was determined by GEOID03.
 LX7649
 LX7649;                    North         East     Units Scale Factor Converg.
 LX7649;SPC CT       -   187,877.968   275,175.506   MT  1.00000517   -0 14 02.4
 LX7649;SPC CT       -   616,396.30    902,804.97   sFT  1.00000517   -0 14 02.4
 LX7649;UTM  18      - 4,557,392.259   659,183.132   MT  0.99991187   +1 14 55.2
 LX7649
 LX7649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7649!SPC CT       -   1.00000424  x   1.00000517  =   1.00000941
 LX7649!UTM  18      -   1.00000424  x   0.99991187  =   0.99991611
 LX7649
 LX7649                          SUPERSEDED SURVEY CONTROL
 LX7649
 LX7649  NAD 83(1992)-  41 09 08.07474(N)    073 06 10.53173(W) AD(       ) 2
 LX7649  NAD 83(1986)-  41 09 08.07917(N)    073 06 10.53615(W) AD(       ) 2
 LX7649  NAD 83(1986)-  41 09 08.07940(N)    073 06 10.53504(W) AD(       ) 2
 LX7649  NGVD 29 (01/16/90)    3.28   (m)           10.8    (f) LEVELING    3  
 LX7649
 LX7649.Superseded values are not recommended for survey control.
 LX7649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7649.See file dsdata.txt to determine how the superseded data were derived.
 LX7649
 LX7649_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5918357392(NAD 83)
 LX7649_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7649_SETTING: 0 = UNSPECIFIED SETTING
 LX7649_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7649
 LX7649  HISTORY     - Date     Condition        Report By
 LX7649  HISTORY     - 1982     MONUMENTED       NGS
 LX7649
 LX7649                          STATION DESCRIPTION
 LX7649
 LX7649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7649'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHEAST OF
 LX7649'STRATFORD AND ON STRATFORD POINT.
 LX7649'OWNERSHIP--COMMANDER, COAST GUARD GROUP LONG ISLAND
 LX7649'SOUND, 120 WOODWARD AVE, NEW HAVEN CT 06512.
 LX7649'
 LX7649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 LX7649'STATE HIGHWAY 113 IN STRATFORD, GO SOUTH ON HIGHWAY 113 FOR 0.6 KM
 LX7649'(0.35 MI) TO INTERSTATE 95 OVERPASS, CONTINUE SOUTH ON HIGHWAY
 LX7649'113 FOR 0.8 KM (0.5 MI) TO A CROSSROAD (STRATFORD AVE),
 LX7649'CONTINUE SOUTH ON HIGHWAY 113 (MAIN STREET) FOR 2.9 KM (1.8 MI)
 LX7649'TO A FORK, BEAR RIGHT AND CONTINUE SOUTH ON HIGHWAY 113 FOR
 LX7649'1.1 KM (0.7 MI) TO A FIVE-WAY INTERSECTION.  TURN LEFT AND GO
 LX7649'EAST ON PROSPECT DRIVE FOR 1.3 KM (0.8 MI) TO THE END OF
 LX7649'PAVEMENT AND ENTRANCE TO THE LAWN OF A LIGHT HOUSE AND
 LX7649'LIGHTKEEPERS HOUSE.  BEAR TO THE LEFT OF THE HOUSE ACROSS
 LX7649'LAWN FOR 0.1 KM (0.05 MI) TO THE STATION AS DESCRIBED.
 LX7649'
 LX7649'THE STATION IS A DRILL HOLE
 LX7649'IT IS LOCATED
 LX7649'34.1 METERS (112 FT) EAST-NORTHEAST FROM THE SOUTHEAST
 LX7649'CORNER OF THE KEEPERS HOUSE,
 LX7649'10.09 METERS (33.1 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER AND
 LX7649'3.35 METERS (11.0 FT) SOUTHEAST FROM A WIRE FENCE.
 LX7649'
 LX7649'STRATFORD 1932 IS A STANDARD NGS DISK
 LX7649'STAMPED---STRATFORD 1932---,
 LX7649'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE
 LX7649'FLUSH WITH THE GROUND.
 LX7649'IT IS LOCATED
 LX7649'30.18 METERS (99.0 FT) SOUTHWEST FROM A WIRE FENCE,
 LX7649'28.53 METERS (93.6 FT) NORTHEAST FROM THE NORTHEAST
 LX7649'CORNER OF A BRICK GENERATOR HOUSE,
 LX7649'12.80 METERS (42.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST
 LX7649'CORNER OF THE LIGHT KEEPERS HOUSE AND
 LX7649'7.19 METERS (23.6 FT) NORTHWEST FROM A WIRE FENCE.
 LX7649'
 LX7649'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.1 METERS.
 LX7649'THIS STATION WAS OCCUPIED AND POSITIONED BECAUSE OF STATIONS
 LX7649'THAT WERE BLOCKED TO STRATFORD 1932.
 LX7649'
 LX7649'DESCRIBED BY L.D. ACRES, CHECKED BY D.R. VARNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7620 ***********************************************************************
 LX7620  DESIGNATION -  STRATFORD SHAKESPEARE CUPOLA
 LX7620  PID         -  LX7620
 LX7620  STATE/COUNTY-  CT/FAIRFIELD
 LX7620  USGS QUAD   -  BRIDGEPORT (1984)
 LX7620
 LX7620                         *CURRENT SURVEY CONTROL
 LX7620  ___________________________________________________________________
 LX7620* NAD 83(1996)-  41 11 06.76193(N)    073 07 31.18641(W)     ADJUSTED  
 LX7620* NAVD 88     -                                                        
 LX7620  ___________________________________________________________________
 LX7620  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LX7620  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX7620
 LX7620  HORZ ORDER  -  THIRD
 LX7620
 LX7620.The horizontal coordinates were established by classical geodetic methods
 LX7620.and adjusted by the National Geodetic Survey in August 1998..
 LX7620
 LX7620
 LX7620.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7620
 LX7620.The geoid height was determined by GEOID03.
 LX7620
 LX7620;                    North         East     Units Scale Factor Converg.
 LX7620;SPC CT       -   191,547.246   273,310.801   MT  1.00000153   -0 14 55.9
 LX7620;SPC CT       -   628,434.59    896,687.19   sFT  1.00000153   -0 14 55.9
 LX7620;UTM  18      - 4,561,011.699   657,224.268   MT  0.99990423   +1 14 05.0
 LX7620
 LX7620                          SUPERSEDED SURVEY CONTROL
 LX7620
 LX7620  NAD 83(1992)-  41 11 06.76079(N)    073 07 31.18580(W) AD(       ) 4
 LX7620  NAD 83(1986)-  41 11 06.76535(N)    073 07 31.19049(W) AD(       ) 4
 LX7620  NAD 83(1986)-  41 11 06.76614(N)    073 07 31.18946(W) AD(       ) 4
 LX7620
 LX7620.Superseded values are not recommended for survey control.
 LX7620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7620.See file dsdata.txt to determine how the superseded data were derived.
 LX7620
 LX7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5722461012(NAD 83)
 LX7620_MARKER: 86 = CUPOLA
 LX7620
 LX7620  HISTORY     - Date     Condition        Report By
 LX7620  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7620  HISTORY     - 19910803 GOOD             USPSQD
 LX7620
 LX7620                          STATION DESCRIPTION
 LX7620
 LX7620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7620'THE STATION, STRATFORD SHAKESPEARE THEATRE CUPOLA,
 LX7620'IS THE BASE OF THE FLAG POLE ATOP THE CUPOLA.  THE
 LX7620'CUPOLA IS WHITE, WITH LOUVERED OPENINGS AND IS ATOP
 LX7620'THE LARGE GRAY, WINDOWLESS THEATRE BUILDING.
 LX7620'
 LX7620'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI)
 LX7620'SOUTH-SOUTHEAST OF DOWNTOWN STRATFORD, 0.1 KM
 LX7620'(0.05 MI) WEST OF THE WEST SHORE OF THE HOUSATONIC
 LX7620'RIVER.
 LX7620'OWNERSHIP--STRATFORD SHAKESPAERE THEATRE,
 LX7620'STRATFORD CT 06497.
 LX7620'
 LX7620'DESCRIBED BY G.R. HEID.
 LX7620
 LX7620                          STATION RECOVERY (1991)
 LX7620
 LX7620'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX7620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6832 ***********************************************************************
 LX6832  DESIGNATION -  STRICKLAND
 LX6832  PID         -  LX6832
 LX6832  STATE/COUNTY-  CT/MIDDLESEX
 LX6832  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6832
 LX6832                         *CURRENT SURVEY CONTROL
 LX6832  ___________________________________________________________________
 LX6832* NAD 83(1996)-  41 36 13.95157(N)    072 35 36.62575(W)     ADJUSTED  
 LX6832* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 LX6832  ___________________________________________________________________
 LX6832  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 LX6832  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6832
 LX6832  HORZ ORDER  -  THIRD
 LX6832
 LX6832.The horizontal coordinates were established by classical geodetic methods
 LX6832.and adjusted by the National Geodetic Survey in August 1998..
 LX6832
 LX6832.The orthometric height was scaled from a topographic map.
 LX6832
 LX6832.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6832
 LX6832.The geoid height was determined by GEOID03.
 LX6832
 LX6832;                    North         East     Units Scale Factor Converg.
 LX6832;SPC CT       -   237,987.572   317,846.044   MT  0.99998389   +0 06 13.6
 LX6832;SPC CT       -   780,797.56  1,042,799.90   sFT  0.99998389   +0 06 13.6
 LX6832;UTM  18      - 4,608,593.658   700,538.361   MT  1.00009492   +1 35 54.2
 LX6832
 LX6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6832!SPC CT       -   0.99998728  x   0.99998389  =   0.99997117
 LX6832!UTM  18      -   0.99998728  x   1.00009492  =   1.00008220
 LX6832
 LX6832|---------------------------------------------------------------------|
 LX6832| PID    Reference Object                     Distance      Geod. Az  |
 LX6832|                                                           dddmmss.s |
 LX6832| CZ7991 STRICKLAND RM 1                      32.210 METERS 23935     |
 LX6832| LX6897 CROMWELL AMERICAN TEL W TWR         APPROX. 2.7 KM 2965220.1 |
 LX6832| LX6821 PORTLAND AMERICAN TEL E TWR         APPROX. 2.5 KM 3042255.4 |
 LX6832| CZ7992 STRICKLAND RM 2                       9.330 METERS 34105     |
 LX6832| LX6844 PORTLAND BORDONAROS WIND TWR        APPROX. 2.1 KM 3463348.4 |
 LX6832|---------------------------------------------------------------------|
 LX6832
 LX6832                          SUPERSEDED SURVEY CONTROL
 LX6832
 LX6832  NAD 83(1992)-  41 36 13.95094(N)    072 35 36.62569(W) AD(       ) 3
 LX6832  NAD 83(1986)-  41 36 13.95281(N)    072 35 36.62761(W) AD(       ) 3
 LX6832  NAD 27      -  41 36 13.58841(N)    072 35 38.30715(W) AD(       ) 3
 LX6832
 LX6832.Superseded values are not recommended for survey control.
 LX6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6832.See file dsdata.txt to determine how the superseded data were derived.
 LX6832
 LX6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0053808594(NAD 83)
 LX6832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6832_SETTING: 66 = SET IN ROCK OUTCROP
 LX6832_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6832_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6832+STABILITY: POSITION/ELEVATION WELL
 LX6832
 LX6832  HISTORY     - Date     Condition        Report By
 LX6832  HISTORY     - 1935     MONUMENTED       CGS
 LX6832  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX6832
 LX6832                          STATION DESCRIPTION
 LX6832
 LX6832'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6832'GO NORTHERLY OUT OF PORTLAND ON ROUTE 15 TO ROUTE 15 ALTERNATE
 LX6832'(STRICKLAND STREET).  CONTINUE EASTERLY 0.35 MILE, HERE A ROAD
 LX6832'JOINS FROM THE N, GO SOUTHERLY ON THIS ROAD FOR 0.2 MILE, TURN
 LX6832'EASTERLY ON BALD HILL ROAD AND GO 0.35 MILE TO A FARM ROAD THAT
 LX6832'GOES UP THE SIDE OF THE HILL OVER WILLIAM STRICKLANDS
 LX6832'PROPERTY.  FOLLOW THIS ROAD 0.4 MILE TO THE TOP OF THE HILL.
 LX6832'THE HILL IS KNOWN AS CROMWELL HILL AND IS THE PROPERTY OF
 LX6832'STEWART STRICKLAND.  THE STATION IS MARKED BY A STANDARD
 LX6832'DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK NORTHERLY OF
 LX6832'THE WOOD ROAD.  THE TOP OF THE HILL IS COVERED WITH SMALL TREES
 LX6832'AND BRUSH.
 LX6832'
 LX6832'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6832'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX6832'THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARKS ARE STANDARD
 LX6832'BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6832'
 LX6832'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6832'BEDROCK IN THE NORTHERLY EDGE OF THE ROAD S 70 DEG W OF THE
 LX6832'STATION.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL
 LX6832'HOLE IN THE SAME LEDGE AS THE STATION N 10 DEG W OF THE STATION.
 LX6832'
 LX6832'HEIGHT OF SIGNAL ABOVE STATION MARK - 13 METERS.
 LX6832
 LX6832                          STATION RECOVERY (1971)
 LX6832
 LX6832'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX6832'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX6832'REACH THE STATION FROM PORTLAND AT THE INTERSECTION OF ROUTE 17
 LX6832'AND ROUTE 17A GO EAST ON CORNWALL STREET FOR 0.1 MILE TO A FORK,
 LX6832'BEAR LEFT, NORTH, AND GO 0.6 TO ROSE HILL ROAD, TURN RIGHT, SOUTH,
 LX6832'AND GO 0.15 MILE AND THE STATION IS ABOUT 1200 FEET WEST OF THE
 LX6832'ROAD OR 10 MINUTES WALKING TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5956 ***********************************************************************
 LX5956  DESIGNATION -  STRONGS BARN CUPOLA
 LX5956  PID         -  LX5956
 LX5956  STATE/COUNTY-  CT/MIDDLESEX
 LX5956  USGS QUAD   -  DEEP RIVER (1971)
 LX5956
 LX5956                         *CURRENT SURVEY CONTROL
 LX5956  ___________________________________________________________________
 LX5956* NAD 83(1996)-  41 27 23.00345(N)    072 26 06.94492(W)     ADJUSTED  
 LX5956* NAVD 88     -                                                        
 LX5956  ___________________________________________________________________
 LX5956  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 LX5956  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX5956
 LX5956  HORZ ORDER  -  THIRD
 LX5956
 LX5956.The horizontal coordinates were established by classical geodetic methods
 LX5956.and adjusted by the National Geodetic Survey in August 1998..
 LX5956
 LX5956
 LX5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5956
 LX5956.The geoid height was determined by GEOID03.
 LX5956
 LX5956;                    North         East     Units Scale Factor Converg.
 LX5956;SPC CT       -   221,643.557   331,097.131   MT  0.99998405   +0 12 31.3
 LX5956;SPC CT       -   727,175.57  1,086,274.50   sFT  0.99998405   +0 12 31.3
 LX5956;UTM  18      - 4,592,597.951   714,212.600   MT  1.00016474   +1 41 55.1
 LX5956
 LX5956                          SUPERSEDED SURVEY CONTROL
 LX5956
 LX5956  NAD 83(1992)-  41 27 23.00265(N)    072 26 06.94466(W) AD(       ) 4
 LX5956  NAD 83(1986)-  41 27 23.00433(N)    072 26 06.94731(W) AD(       ) 4
 LX5956  NAD 27      -  41 27 22.64400(N)    072 26 08.65300(W) AD(       ) 3
 LX5956
 LX5956.Superseded values are not recommended for survey control.
 LX5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5956.See file dsdata.txt to determine how the superseded data were derived.
 LX5956
 LX5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1421392598(NAD 83)
 LX5956
 LX5956  HISTORY     - Date     Condition        Report By
 LX5956  HISTORY     - UNK      MONUMENTED
 LX5956  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5956  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5956
 LX5956                          STATION DESCRIPTION
 LX5956
 LX5956'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5956'THE CUPOLA HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THIS
 LX5956'STATION BE CONSIDERED DESTROYED.
 LX5956
 LX5956                          STATION RECOVERY (1997)
 LX5956
 LX5956'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6881 ***********************************************************************
 LX6881  DESIGNATION -  STRONGS BARN CUPOLA
 LX6881  PID         -  LX6881
 LX6881  STATE/COUNTY-  CT/MIDDLESEX
 LX6881  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6881
 LX6881                         *CURRENT SURVEY CONTROL
 LX6881  ___________________________________________________________________
 LX6881* NAD 83(1996)-  41 32 55.16115(N)    072 32 53.82516(W)     ADJUSTED  
 LX6881* NAVD 88     -                                                        
 LX6881  ___________________________________________________________________
 LX6881  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX6881  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6881
 LX6881  HORZ ORDER  -  THIRD
 LX6881
 LX6881.The horizontal coordinates were established by classical geodetic methods
 LX6881.and adjusted by the National Geodetic Survey in August 1998..
 LX6881
 LX6881
 LX6881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6881
 LX6881.The geoid height was determined by GEOID03.
 LX6881
 LX6881;                    North         East     Units Scale Factor Converg.
 LX6881;SPC CT       -   231,862.540   321,630.148   MT  0.99998317   +0 08 01.5
 LX6881;SPC CT       -   760,702.35  1,055,214.91   sFT  0.99998317   +0 08 01.5
 LX6881;UTM  18      - 4,602,568.623   704,481.327   MT  1.00011458   +1 37 36.0
 LX6881
 LX6881                          SUPERSEDED SURVEY CONTROL
 LX6881
 LX6881  NAD 83(1992)-  41 32 55.16046(N)    072 32 53.82505(W) AD(       ) 4
 LX6881  NAD 83(1986)-  41 32 55.16225(N)    072 32 53.82727(W) AD(       ) 4
 LX6881  NAD 27      -  41 32 54.81000(N)    072 32 55.50100(W) AD(       ) 3
 LX6881
 LX6881.Superseded values are not recommended for survey control.
 LX6881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6881.See file dsdata.txt to determine how the superseded data were derived.
 LX6881
 LX6881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0448102569(NAD 83)
 LX6881
 LX6881  HISTORY     - Date     Condition        Report By
 LX6881  HISTORY     - 1934     MONUMENTED       CGS
 LX6881  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6881  HISTORY     - 19971120 GOOD             USPSQD
 LX6881
 LX6881                          STATION DESCRIPTION
 LX6881
 LX6881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6881'THE RESIDENCE OF MRS. FLORENCE C. STRONG IS ON THE W SIDE OF ROUTE
 LX6881'151, 1.1 MILES S OF COBALT FOUR CORNERS.  THE BARN IS AT THE NW
 LX6881'CORNER OF THE LOT, REACHED BY A DRIVEWAY ALONG THE N BOUNDARY
 LX6881'LINE.  IT IS A SMALL WOODEN BUILDING WITH GABLES FACING E AND
 LX6881'W.  SIDES ARE PAINTED A FADED GREEN WITH WHITE TRIM.  THERE IS A
 LX6881'SMALL CUPOLA WITH SHARP PYRAMIDAL ROOF IN THE MIDDLE OF THE
 LX6881'BARN.  THE CUPOLA HAS A SQUARE GLAZED WINDOW IN EACH SIDE.
 LX6881'
 LX6881'A WOODEN FINIAL WITH WEATHER VANE IS AT THE CUPOLA APEX.
 LX6881'
 LX6881'CENTER IS THE CUPOLA FINIAL.  IT IS ABOUT 50 METERS W OF THE
 LX6881'CENTER LINE OF ROUTE 151.
 LX6881
 LX6881                          STATION RECOVERY (1948)
 LX6881
 LX6881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6881'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE WITH THE
 LX6881'FOLLOWING EXCEPTION--
 LX6881'
 LX6881'THE BARN AND SURROUNDING PROPERTY NOW BELONG TO J.S. STEVENS.
 LX6881
 LX6881                          STATION RECOVERY (1997)
 LX6881
 LX6881'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7485 ***********************************************************************
 LX7485  DESIGNATION -  STURGES
 LX7485  PID         -  LX7485
 LX7485  STATE/COUNTY-  CT/FAIRFIELD
 LX7485  USGS QUAD   -  NORWALK NORTH (1975)
 LX7485
 LX7485                         *CURRENT SURVEY CONTROL
 LX7485  ___________________________________________________________________
 LX7485* NAD 83(1996)-  41 12 21.01677(N)    073 24 10.06262(W)     ADJUSTED  
 LX7485* NAVD 88     -       123.6    (meters)     406.     (feet)  VERTCON   
 LX7485  ___________________________________________________________________
 LX7485  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LX7485  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX7485
 LX7485  HORZ ORDER  -  FIRST
 LX7485
 LX7485.The horizontal coordinates were established by classical geodetic methods
 LX7485.and adjusted by the National Geodetic Survey in August 1998..
 LX7485
 LX7485.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7485
 LX7485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7485
 LX7485.The geoid height was determined by GEOID03.
 LX7485
 LX7485;                    North         East     Units Scale Factor Converg.
 LX7485;SPC CT       -   193,976.384   250,049.342   MT  0.99999942   -0 25 58.2
 LX7485;SPC CT       -   636,404.19    820,370.22   sFT  0.99999942   -0 25 58.2
 LX7485;UTM  18      - 4,562,837.188   633,910.933   MT  0.99982070   +1 03 08.4
 LX7485
 LX7485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7485!SPC CT       -   0.99998530  x   0.99999942  =   0.99998472
 LX7485!UTM  18      -   0.99998530  x   0.99982070  =   0.99980600
 LX7485
 LX7485|---------------------------------------------------------------------|
 LX7485| PID    Reference Object                     Distance      Geod. Az  |
 LX7485|                                                           dddmmss.s |
 LX7485| CR9146 STURGES RM 1                         28.311 METERS 23827     |
 LX7485| CR9147 STURGES RM 2                         25.720 METERS 34659     |
 LX7485|---------------------------------------------------------------------|
 LX7485
 LX7485                          SUPERSEDED SURVEY CONTROL
 LX7485
 LX7485  NAD 83(1992)-  41 12 21.01603(N)    073 24 10.06225(W) AD(       ) 1
 LX7485  NAD 83(1986)-  41 12 21.01844(N)    073 24 10.06366(W) AD(       ) 1
 LX7485  NAD 83(1986)-  41 12 21.01761(N)    073 24 10.06281(W) AD(       ) 1
 LX7485  NGVD 29 (10/23/89)  123.9    (m)          406.     (f) VERT ANG       
 LX7485
 LX7485.Superseded values are not recommended for survey control.
 LX7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7485.See file dsdata.txt to determine how the superseded data were derived.
 LX7485
 LX7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3391162837(NAD 83)
 LX7485_MARKER: DS = TRIANGULATION STATION DISK
 LX7485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7485+STABILITY: SURFACE MOTION
 LX7485
 LX7485  HISTORY     - Date     Condition        Report By
 LX7485  HISTORY     - 1983     MONUMENTED       NGS
 LX7485
 LX7485                          STATION DESCRIPTION
 LX7485
 LX7485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7485'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF SOUTH
 LX7485'WILTON, 3.2 KM (2.0 MI) NORTHEAST OF WILTON, 2.4 KM (1.5 MI)
 LX7485'WEST-NORTHWEST OF WESTON, AT THE SOUTH END OF STURGES RIDGE,
 LX7485'AT THE EDGE OF AN OVERGROWN ORCHARD.
 LX7485'OWNERSHIP--MR PAUL BARBERE, 368 BELDEN HILL ROAD, WILTON CT
 LX7485'06897, NO KNOWN PHONE NUMBER.
 LX7485'
 LX7485'TO REACH THE STATION FROM THE END OF EXIT 41 OF THE MERRITT
 LX7485'PARKWAY (STATE HIGHWAY 15) AND STATE HIGHWAY 33, GO
 LX7485'NORTHWEST ON HIGHWAY 33 FOR 1.8 KM (1.1 MI) TO ITS JUNCTION
 LX7485'WITH STATE HIGHWAY 53.  TURN RIGHT, NORTH, ON HIGHWAY 53 FOR
 LX7485'2.1 KM (1.3 MI) TO ITS JUNCTION WITH STATE HIGHWAY 106.
 LX7485'KEEP LEFT, NORTHWEST, ON HIGHWAY 106 FOR 1.0 KM (0.6 MI)
 LX7485'TO A ROAD LEFT.  CONTINUE AHEAD , LEAVING HIGHWAY 106, ON
 LX7485'HURLBUTT STREET FOR 0.5 KM (0.3 MI) TO AN OFFSET CROSSROAD.
 LX7485'TURN RIGHT, EAST, ON LIBERTY STREET FOR 0.5 KM (0.3 MI)TO
 LX7485'PINE RIDGE ROAD ON THE LEFT.  CONTINUE EAST FOR 0.2 KM (0.15
 LX7485'MI) TO STATION ON THE LEFT, JUST BEFORE REACHING HENRY
 LX7485'AUSTIN DRIVE ON THE RIGHT.
 LX7485'
 LX7485'THE STATION IS A STANDARD NGS DISK
 LX7485'STAMPED---STURGES 1983---,
 LX7485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7485'FLUSH WITH GROUND.  IT IS LOCATED
 LX7485'20.06 METERS (65.8 FT) NORTH-NORTHWEST FROM UTILITY POLE 33062,
 LX7485'14.0 METERS (46 FT) NORTH FROM CENTER OF LIBERTY STREET  AND
 LX7485'1.37 METERS (4.5 FT) SOUTHWEST FROM A WITNESS POST.
 LX7485'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7485'STAMPED---STURGES 1983---,
 LX7485'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7485'
 LX7485'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7485'STAMPED---STURGES NO 1 1983---,
 LX7485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7485'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7485'15.1 METERS (49.5 FT) NORTH-NORTHEAST FROM UTILITY POLE 33061,
 LX7485'7.3 METERS (24.0 FT) NORTH FROM CENTER OF LIBERTY STREET,
 LX7485'0.94 METER (3.1 FT) EAST-SOUTHEAST FROM A 10 CM DIAMETER TREE AND
 LX7485'0.55 METER (1.8 FT) EAST FROM A WITNESS POST.
 LX7485'MARK IS ABOVE STATION 0.5 METER.
 LX7485'
 LX7485'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7485'STAMPED---STURGES NO 2 1983---,
 LX7485'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7485'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7485'39.3 METERS (129.0 FT) NORTH FROM CENTER OF LIBERTY STREET,
 LX7485'24.65 METERS (80.85 FT) NORTH FROM A WITNESS POST,
 LX7485'1.7 METERS (5.5 FT) EAST FROM A TRAIL AND
 LX7485'0.3 METER (1.0 FT) SOUTH FROM A WITNESS POST.
 LX7485'MARK IS LEVEL WITH STATION.
 LX7485'
 LX7485'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 LX7485'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AZIMUTH MARK.
 LX7485'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7485'
 LX7485'DESCRIBED BY L.N. LEONHARDT, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5090 ***********************************************************************
 LX5090  DESIGNATION -  SUBMARINE BASE TOWER
 LX5090  PID         -  LX5090
 LX5090  STATE/COUNTY-  CT/NEW LONDON
 LX5090  USGS QUAD   -  UNCASVILLE (1984)
 LX5090
 LX5090                         *CURRENT SURVEY CONTROL
 LX5090  ___________________________________________________________________
 LX5090* NAD 83(1996)-  41 23 43.85815(N)    072 05 32.25907(W)     ADJUSTED  
 LX5090* NAVD 88     -                                                        
 LX5090  ___________________________________________________________________
 LX5090  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LX5090  GEOID HEIGHT-         -30.49  (meters)                     GEOID03
 LX5090
 LX5090  HORZ ORDER  -  THIRD
 LX5090
 LX5090.The horizontal coordinates were established by classical geodetic methods
 LX5090.and adjusted by the National Geodetic Survey in August 1998..
 LX5090
 LX5090
 LX5090.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5090
 LX5090.The geoid height was determined by GEOID03.
 LX5090
 LX5090;                    North         East     Units Scale Factor Converg.
 LX5090;SPC CT       -   215,044.328   359,803.400   MT  0.99998603   +0 26 10.0
 LX5090;SPC CT       -   705,524.60  1,180,454.99   sFT  0.99998603   +0 26 10.0
 LX5090;UTM  18      - 4,586,745.265   743,088.123   MT  1.00032728   +1 55 25.2
 LX5090
 LX5090                          SUPERSEDED SURVEY CONTROL
 LX5090
 LX5090  NAD 83(1992)-  41 23 43.85708(N)    072 05 32.25830(W) AD(       ) 4
 LX5090  NAD 83(1986)-  41 23 43.85787(N)    072 05 32.26224(W) AD(       ) 4
 LX5090  NAD 27      -  41 23 43.51000(N)    072 05 33.98300(W) AD(       ) 3
 LX5090
 LX5090.Superseded values are not recommended for survey control.
 LX5090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5090.See file dsdata.txt to determine how the superseded data were derived.
 LX5090
 LX5090_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4308886745(NAD 83)
 LX5090_MARKER: 55 = TOWER
 LX5090
 LX5090  HISTORY     - Date     Condition        Report By
 LX5090  HISTORY     - 1932     FIRST OBSERVED   CGS
 LX5090  HISTORY     - 1934     GOOD             CGS
 LX5090  HISTORY     - 1960     GOOD             CGS
 LX5090  HISTORY     - 1984     GOOD             USPSQD
 LX5090  HISTORY     - 20011002 MARK NOT FOUND   USPSQD
 LX5090
 LX5090                          STATION DESCRIPTION
 LX5090
 LX5090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5090'THE DIVING TOWER OF THE U.S. SUBMARINE BASE ON THE E SHORE OF
 LX5090'THE THAMES RIVER IS AT THE N END OF THE BASE AND NEAR THE
 LX5090'RIVERS EDGE.  IT IS A CYLINDRICAL STEEL STRUCTURE WITH RIVETED
 LX5090'ANGLE IRON REINFORCING BANDS.  THERE IS A CIRCULAR STAIRWAY
 LX5090'AROUND THE OUTSIDE OF THE TOWER.  A SQUARE TOWER LIES JUST W
 LX5090'OF THE CIRCULAR TOWER.  THE SUPERSTRUCTURE OF THE CYLINDRICAL
 LX5090'TOWER IS OCTAGONAL WITH 3 WINDOWS IN EACH FACE.  THE STATION
 LX5090'IS THE APEX OF THE SUPERSTRUCTURE.  HEIGHT ABOUT 150 FEET.
 LX5090
 LX5090                          STATION RECOVERY (1960)
 LX5090
 LX5090'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5090'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX5090
 LX5090                          STATION RECOVERY (1984)
 LX5090
 LX5090'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5090'TOWER SUB BASE 1932 RECOVERED AS DESCRIBED G.F.W. IN 1960
 LX5090'IT IS BEING REPLACED, AND WILL BE DEMOLISHED.
 LX5090
 LX5090                          STATION RECOVERY (2001)
 LX5090
 LX5090'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5090'THIS TOWER HAS BEEN DISMANTLED AND NO LONGER EXISTS.  U. S. NAVY IS
 LX5090'TALKING ABOUT A NEW TOWER FOR TRAINING PURPOSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5886 ***********************************************************************
 LX5886  DESIGNATION -  SUDAS SHOP CUPOLA
 LX5886  PID         -  LX5886
 LX5886  STATE/COUNTY-  CT/MIDDLESEX
 LX5886  USGS QUAD   -  ESSEX (1977)
 LX5886
 LX5886                         *CURRENT SURVEY CONTROL
 LX5886  ___________________________________________________________________
 LX5886* NAD 83(1996)-  41 22 26.50944(N)    072 23 17.40913(W)     ADJUSTED  
 LX5886* NAVD 88     -                                                        
 LX5886  ___________________________________________________________________
 LX5886  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX5886  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX5886
 LX5886  HORZ ORDER  -  THIRD
 LX5886
 LX5886.The horizontal coordinates were established by classical geodetic methods
 LX5886.and adjusted by the National Geodetic Survey in August 1998..
 LX5886
 LX5886
 LX5886.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5886
 LX5886.The geoid height was determined by GEOID03.
 LX5886
 LX5886;                    North         East     Units Scale Factor Converg.
 LX5886;SPC CT       -   212,512.174   335,070.084   MT  0.99998700   +0 14 23.7
 LX5886;SPC CT       -   697,217.02  1,099,309.10   sFT  0.99998700   +0 14 23.7
 LX5886;UTM  18      - 4,583,571.135   718,422.219   MT  1.00018717   +1 43 37.3
 LX5886
 LX5886                          SUPERSEDED SURVEY CONTROL
 LX5886
 LX5886  NAD 83(1992)-  41 22 26.50854(N)    072 23 17.40880(W) AD(       ) 4
 LX5886  NAD 83(1986)-  41 22 26.51032(N)    072 23 17.41197(W) AD(       ) 4
 LX5886  NAD 27      -  41 22 26.15500(N)    072 23 19.12100(W) AD(       ) 3
 LX5886
 LX5886.Superseded values are not recommended for survey control.
 LX5886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5886.See file dsdata.txt to determine how the superseded data were derived.
 LX5886
 LX5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1842283571(NAD 83)
 LX5886
 LX5886  HISTORY     - Date     Condition        Report By
 LX5886  HISTORY     - 1935     MONUMENTED       CGS
 LX5886  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5886  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 LX5886
 LX5886                          STATION DESCRIPTION
 LX5886
 LX5886'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5886'THE RESIDENCE OF WILLIAM SUDA IS ABOUT 2 MILES OUT OF ESSEX
 LX5886'CENTER ON THE E SIDE OF THE ROAD TO DEEP RIVER.  THE STATION IS
 LX5886'ON THE WORKSHOP JUST E OF THE SE CORNER OF SUDAS HOUSE.
 LX5886'
 LX5886'THE SHOP IS A WHITE PAINTED FRAME STRUCTURE ABOUT 30 FEET BY
 LX5886'16 FEET AND 1-STORY HIGH.  THE ROOF IS COVERED WITH GREEN
 LX5886'ROOFING PAPER.  THERE IS A SMALL CUPOLA IN THE MIDDLE OF THE
 LX5886'SHOP ROOF.  THE CUPOLA IS SQUARE AND HAS A SMALL GLAZED WINDOW
 LX5886'IN EACH SIDE.
 LX5886'
 LX5886'CENTER IS THE APEX OF THE PYRAMIDAL CUPOLA ROOF.
 LX5886'
 LX5886'THE BUILDING IS VERY PROMINENT FROM THE RIVER.
 LX5886
 LX5886                          STATION RECOVERY (1948)
 LX5886
 LX5886'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5886'STATION HAS BEEN DESTROYED.
 LX5886
 LX5886                          STATION RECOVERY (1997)
 LX5886
 LX5886'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5886'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3627 ***********************************************************************
 LX3627  DESIGNATION -  SUESS
 LX3627  PID         -  LX3627
 LX3627  STATE/COUNTY-  CT/LITCHFIELD
 LX3627  USGS QUAD   -  ELLSWORTH (1969)
 LX3627
 LX3627                         *CURRENT SURVEY CONTROL
 LX3627  ___________________________________________________________________
 LX3627* NAD 83(1996)-  41 50 10.08747(N)    073 26 51.40153(W)     ADJUSTED  
 LX3627* NAVD 88     -       424.     (meters)    1391.     (feet)  SCALED    
 LX3627  ___________________________________________________________________
 LX3627  LAPLACE CORR-          10.04  (seconds)                    DEFLEC99
 LX3627  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX3627
 LX3627  HORZ ORDER  -  FIRST
 LX3627
 LX3627.The horizontal coordinates were established by classical geodetic methods
 LX3627.and adjusted by the National Geodetic Survey in August 1998..
 LX3627
 LX3627.The orthometric height was scaled from a topographic map.
 LX3627
 LX3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3627
 LX3627.The geoid height was determined by GEOID03.
 LX3627
 LX3627;                    North         East     Units Scale Factor Converg.
 LX3627;SPC CT       -   264,005.994   246,855.716   MT  0.99999705   -0 27 45.2
 LX3627;SPC CT       -   866,159.67    809,892.46   sFT  0.99999705   -0 27 45.2
 LX3627;SPC NY E     -   333,936.600   237,406.334   MT  0.99999398   +0 42 07.2
 LX3627;SPC NY E     - 1,095,590.33    778,890.61   sFT  0.99999398   +0 42 07.2
 LX3627;UTM  18      - 4,632,747.642   628,896.205   MT  0.99980445   +1 02 08.1
 LX3627
 LX3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3627!SPC CT       -   0.99993826  x   0.99999705  =   0.99993531
 LX3627!SPC NY E     -   0.99993826  x   0.99999398  =   0.99993224
 LX3627!UTM  18      -   0.99993826  x   0.99980445  =   0.99974272
 LX3627
 LX3627|---------------------------------------------------------------------|
 LX3627| PID    Reference Object                     Distance      Geod. Az  |
 LX3627|                                                           dddmmss.s |
 LX3627| CB4924 SUESS RM 1                           19.787 METERS 14449     |
 LX3627| CB4923 SUESS AZ MK                                        1844111.9 |
 LX3627| CB4925 SUESS RM 2                           24.417 METERS 27528     |
 LX3627|---------------------------------------------------------------------|
 LX3627
 LX3627                          SUPERSEDED SURVEY CONTROL
 LX3627
 LX3627  NAD 83(1996)-  41 50 10.08745(N)    073 26 51.40187(W) AD(       ) 1
 LX3627  NAD 83(1992)-  41 50 10.08769(N)    073 26 51.40230(W) AD(       ) 1
 LX3627  NAD 83(1992)-  41 50 10.08880(N)    073 26 51.40299(W) AD(       ) 1
 LX3627  NAD 83(1986)-  41 50 10.08832(N)    073 26 51.40076(W) AD(       ) 1
 LX3627  NAD 27      -  41 50 09.74600(N)    073 26 52.96100(W) AD(       ) 1
 LX3627
 LX3627.Superseded values are not recommended for survey control.
 LX3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3627.See file dsdata.txt to determine how the superseded data were derived.
 LX3627
 LX3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM2889632748(NAD 83)
 LX3627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX3627_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3627+STABILITY: SURFACE MOTION
 LX3627
 LX3627  HISTORY     - Date     Condition        Report By
 LX3627  HISTORY     - 1938     MONUMENTED       CTGS
 LX3627  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3627  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3627  HISTORY     - 1984     GOOD             NGS
 LX3627
 LX3627                          STATION DESCRIPTION
 LX3627
 LX3627'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX3627'STATION IS A BRONZE DISK, STAMPED SUESS-1938, SET IN
 LX3627'CONCRETE POST.  IT IS ON A HILLTOP ABOUT 3-1/4 MILES SE OF
 LX3627'SHARON, CONN., ABOUT 4 MILES WNW OF THE CORNWALL BRIDGE ACROSS
 LX3627'THE HOUSATONIC RIVER, ON PROPERTY OWNED BY MRS. MINNIE SUESS
 LX3627'ON THE HIGH POINT OF THE HILL ABOUT 0.2 MILE ABOVE HER HOUSE, AT
 LX3627'A ROCK OUTCROP IN A SMALL CLEARING 20 PACES S OF A STONE FENCE
 LX3627'AND LINE OF WOODS.
 LX3627'
 LX3627'UNDERGROUND STATION MARK IS A BRONZE DISK, STAMPED
 LX3627'SUESS-1938, SET IN THREE INCHES OF CONCRETE 40 INCHES BELOW AND
 LX3627'EXACTLY UNDER THE STATION SURFACE MARK.  3 INCHES OF DIRT
 LX3627'SEPARATE UNDERGROUND MARK FROM THE SURFACE STATION MARK.
 LX3627'
 LX3627'REFERENCE MARK NO.1 IS A BRONZE DISK, STAMPED SUESS-1938-NO.1,
 LX3627'CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROPPING ROCK
 LX3627'SHOWING 90 FEET BY 20 FEET AND 3 FEET HIGH, 64.94 FEET E OF
 LX3627'STATION.
 LX3627'
 LX3627'REFERENCE MARK NO.2 IS A BRONZE DISK, STAMPED SUESS-1938-NO.2,
 LX3627'CEMENTED IN A DRILL HOLE IN THE TOP OF OUTCROPPING ROCK SHOWING
 LX3627'10 FEET BY 4 FEET FLUSH WITH SURROUNDING TERRAIN 80.22 FEET
 LX3627'SW OF STATION.
 LX3627'
 LX3627'AZIMUTH MARK IS A BRONZE DISK, STAMPED SUESS-1938, CEMENTED
 LX3627'IN A DRILL HOLE IN THE TOP OF A BOULDER MEASURING 9 FEET
 LX3627'BY 6 FEET BY 3 FEET HIGH, SE OF STATION 75 FEET W OF STONEWALL.
 LX3627'
 LX3627'TO REACH THE STATION FROM THE CORNWALL BRIDGE OVER THE HOUSATONIC
 LX3627'RIVER ON STATE ROUTE 4, GO WESTERLY ON ROUTE 4 FOR 4.4 MILES
 LX3627'AND TURN LEFT ON FARM ROAD AT TOP OF HILL IN CUT WHERE BRANCH
 LX3627'TELEPHONE LINE CROSSES THE ROAD, CONTINUE 0.85 MILE TO THE
 LX3627'SUESS FARM BUILDINGS AND TURN RIGHT THROUGH ARCH AND DRIVE
 LX3627'UPHILL FOR 0.2 MILE ALONG FARM ROAD THROUGH OPENINGS IN STONE
 LX3627'FENCES TO TOP OF HILL AND STATION.
 LX3627'
 LX3627'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX3627
 LX3627                          STATION RECOVERY (1942)
 LX3627
 LX3627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3627'THE STATION IS ON A HILL ABOVE THE SUESS FARM BUILDINGS.  IT
 LX3627'WAS RECOVERED AS DESCRIBED AND ALL THE MARKS ARE IN EXCELLENT
 LX3627'CONDITION.
 LX3627'
 LX3627'SOME VARIATIONS WERE FOUND FROM THE DESCRIPTION.  THE AZIMUTH
 LX3627'WAS FOUND TO BE ABOUT 1300 FEET SW OF THE STATION, 124 FEET
 LX3627'S OF AN E-W STONE FENCE LINE, AND 84 FEET W OF A N-S STONE
 LX3627'FENCE LINE.
 LX3627'
 LX3627'REFERENCE MARK NO.1 IS SW OF THE STATION, AND REFERENCE MARK
 LX3627'NO.2 IS NW OF THE STATION.  THE DISTANCES TO THE REFERENCE MARKS
 LX3627'WERE CHECKED AND ALL THE DIRECTIONS WERE CHECKED TO WITHIN THE
 LX3627'ALLOWED LIMIT.
 LX3627'
 LX3627'THE REMAINDER OF THE ORIGINAL DESCRIPTION IS ADEQUATE.
 LX3627
 LX3627                          STATION RECOVERY (1972)
 LX3627
 LX3627'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX3627'SUESS 1938 EXCELLENT
 LX3627'
 LX3627'SUESS 1938 NO. 1 EXCELLENT
 LX3627'
 LX3627'SUESS 1938 NO. 2 EXCELLENT
 LX3627'
 LX3627'AZM. MARK SUESS 1938 EXCELLENT
 LX3627'
 LX3627'STATION IS 32 FEET SOUTH OF AN EAST-WEST STONE WALL (ORIGINAL
 LX3627'DESCRIPTION HAD 20 PACES).  THE FARM ROAD IS NOW NAMED JORAY ROAD.
 LX3627
 LX3627                          STATION RECOVERY (1984)
 LX3627
 LX3627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 LX3627'THE STATION WAS RECOVERED AT THIS DATE.
 LX3627'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 LX3627'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED. THE DISTANCE
 LX3627'TO REFERENCE MARK 1 COMPARED WITH THE 1942 DATA AND REFERENCE MARK
 LX3627'2 WAS SHORTER BY 0.033 METER.  IT WAS FOUND THAT A DIFFERENCE IN
 LX3627'DIRECTION BETWEEN REFERENCE MARKS 1 AND 2 OF 98 DEGREES, 42 MINUTES
 LX3627'AS COMPARED WITH THE 1942 DATA AND ALSO FOUND THAT THE DIRECTIONS
 LX3627'CHECKED WITH THE 1938 DATA.  FOLLOWING IS A NEW DESCRIPTION.
 LX3627'
 LX3627'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI)
 LX3627'WEST-NORTHWEST OF CORNWALL BRIDGE, 5.6 KM (3.5 MI) WEST OF
 LX3627'THE HOUSATONIC RIVER, 5.6 KM (3.5 MI) SOUTH-SOUTHEAST OF SHARON AND
 LX3627'4.0 KM (2.5 MI) EAST OF THE NEW YORK AND CONNECTICUT STATE LINE.
 LX3627'OWNERSHIP--MRS CATHERIN LODS, POST OFFICE BOX 433, NAUGATUCK CT
 LX3627'06770.
 LX3627'
 LX3627'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 AND STATE
 LX3627'HIGHWAY 4 IN CORNWALL BRIDGE, GO WEST ON HIGHWAY 4 ACROSS
 LX3627'HOUSATONIC RIVER FOR 5.0 KM (3.15 MI) TO A CROSSROAD (TICHNOR ROAD)
 LX3627'IN THE VILLAGE OF ELLSWORTH. CONTINUE AHEAD ON HIGHWAY 4 FOR 1.9 KM
 LX3627'(1.2 MI) TO A ROAD LEFT (JORY ROAD) THRU A CUT BANK. TURN LEFT,
 LX3627'WEST ON THE DIRT ROAD FOR 0.8 KM (0.5 MI) TO A WOODS ROAD RIGHT.
 LX3627'KEEP RIGHT ON TRACK ROAD FOR ABOUT 0.2 KM (0.15 MI) TO A HOUSE ON
 LX3627'THE RIGHT. CONTINUE ON ROAD FOR ABOUT 0.1 KM (0.05 MI) PASSING
 LX3627'SOUTH OF HOUSE TO A FORK. KEEP LEFT PASSING THROUGH A GAP IN THE
 LX3627'ROCK WALL FOR 0.1 KM (0.05 MI) TO THE STATION ON LEFT.
 LX3627'
 LX3627'THE STATION IS A STANDARD USC+GS DISK
 LX3627'STAMPED---SUESS 1938---,
 LX3627'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX3627'30 CM IN DIAMETER RECESSED 30 CM BELOW GROUND.  LOCATED
 LX3627'14.9 METERS (49 FT) WEST-NORTHWEST FROM THE NORTH END OF A ROCK
 LX3627'WALL,
 LX3627'9.8 METERS (32 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER OF A
 LX3627'TRACK ROAD AND
 LX3627'4.72 METERS (15.5 FT) EAST FROM A WITNESS POST.
 LX3627'THE UNDERGROUND MARK IS A STANDARD USC-GS DISK
 LX3627'STAMPED---SUESS 1938---,
 LX3627'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3627'
 LX3627'REFERENCE MARK NO. 1 IS A STANDARD USC+GS DISK
 LX3627'STAMPED---SUESS NO 1 1938---,
 LX3627'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3627'19.5 METERS (64 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF A
 LX3627'TRACK ROAD,
 LX3627'13.4 METERS (44 FT) SOUTHWEST FROM A ROCK WALL AND
 LX3627'3.7 METERS (12 FT) NORTH FROM A FORKED OAK TREE 30 CM IN DIAMETER.
 LX3627'MARK IS 1.0 METER ABOVE THE STATION.
 LX3627'
 LX3627'REFERENCE MARK NO. 2 IS A STANDARD USC+GS DISK
 LX3627'STAMPED---SUESS NO 2 1938---,
 LX3627'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 LX3627'19.66 METERS (64.5 FT) WEST FROM A WITNESS POST AND
 LX3627'14.6 METERS (48 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 LX3627'TRACK ROAD.
 LX3627'MARK IS LEVEL WITH THE STATION.
 LX3627'
 LX3627'HEIGHT OF LIGHT SHOWN WAS 30.3 METERS ABOVE THE MARK.
 LX3627'
 LX3627'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3627'
 LX3627'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6315 ***********************************************************************
 LX6315  DESIGNATION -  SUGAR
 LX6315  PID         -  LX6315
 LX6315  STATE/COUNTY-  CT/NEW HAVEN
 LX6315  USGS QUAD   -  DURHAM (1984)
 LX6315
 LX6315                         *CURRENT SURVEY CONTROL
 LX6315  ___________________________________________________________________
 LX6315* NAD 83(1996)-  41 22 31.51404(N)    072 43 53.14926(W)     ADJUSTED  
 LX6315* NAVD 88     -       159.5    (meters)     523.     (feet)  VERTCON   
 LX6315  ___________________________________________________________________
 LX6315  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LX6315  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6315
 LX6315  HORZ ORDER  -  FIRST
 LX6315
 LX6315.The horizontal coordinates were established by classical geodetic methods
 LX6315.and adjusted by the National Geodetic Survey in August 1998..
 LX6315
 LX6315.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6315
 LX6315.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6315
 LX6315.The geoid height was determined by GEOID03.
 LX6315
 LX6315;                    North         East     Units Scale Factor Converg.
 LX6315;SPC CT       -   212,603.359   306,354.052   MT  0.99998693   +0 00 44.3
 LX6315;SPC CT       -   697,516.19  1,005,096.59   sFT  0.99998693   +0 00 44.3
 LX6315;UTM  18      - 4,582,916.835   689,709.867   MT  1.00004293   +1 29 59.8
 LX6315
 LX6315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6315!SPC CT       -   0.99997965  x   0.99998693  =   0.99996658
 LX6315!UTM  18      -   0.99997965  x   1.00004293  =   1.00002258
 LX6315
 LX6315:                Primary Azimuth Mark                     Grid Az
 LX6315:SPC CT       -  BLUFF HEAD                               028 16 56.0
 LX6315:UTM  18      -  BLUFF HEAD                               026 47 40.5
 LX6315
 LX6315|---------------------------------------------------------------------|
 LX6315| PID    Reference Object                     Distance      Geod. Az  |
 LX6315|                                                           dddmmss.s |
 LX6315| LX6300 BLUFF HEAD                          APPROX. 5.3 KM 0281740.3 |
 LX6315| CZ7993 SUGAR RM 1                           20.397 METERS 06801     |
 LX6315| LX6259 NORTH GUILFORD CHURCH TOWER         APPROX. 0.9 KM 1560010.2 |
 LX6315| CZ7994 SUGAR RM 2                           21.841 METERS 17943     |
 LX6315|---------------------------------------------------------------------|
 LX6315
 LX6315                          SUPERSEDED SURVEY CONTROL
 LX6315
 LX6315  NAD 83(1992)-  41 22 31.51319(N)    072 43 53.14915(W) AD(       ) 1
 LX6315  NAD 83(1986)-  41 22 31.51543(N)    072 43 53.15182(W) AD(       ) 1
 LX6315  NAD 27      -  41 22 31.16733(N)    072 43 54.80316(W) AD(       ) 1
 LX6315  NGVD 29 (07/19/86)  159.8    (m)          524.     (f) VERT ANG       
 LX6315
 LX6315.Superseded values are not recommended for survey control.
 LX6315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6315.See file dsdata.txt to determine how the superseded data were derived.
 LX6315
 LX6315_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8971082917(NAD 83)
 LX6315_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6315+STABILITY: SURFACE MOTION
 LX6315
 LX6315  HISTORY     - Date     Condition        Report By
 LX6315  HISTORY     - 1976     MONUMENTED       NGS
 LX6315
 LX6315                          STATION DESCRIPTION
 LX6315
 LX6315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6315'THE STATION IS ABOUT 5 MILES NORTHWEST OF NORTH MADISON, 4
 LX6315'MILES NORTHEAST OF NORTH BRANFORD, 1-3/4 MILES NORTHWEST OF
 LX6315'THE JUNCTION OF STATE HIGHWAYS 80 AND 77, 1/2 MILE WEST OF
 LX6315'NORTH GUILFORD AND ATOP A HILL WHICH IS LOCALLY KNOWN AS
 LX6315'EAST SUGARLOAF.  THE PROPERTY IS OWNED BY THE NEW HAVEN WATER
 LX6315'COMPANY.  PERMISSION WAS OBTAINED FROM MR. DONALD JACKSON,
 LX6315'VICE PRESIDENT OF OPERATIONS, 205 SKIFF STREET, HAMDEN,
 LX6315'CONNECTICUT, 06517, TELEPHONE NUMBER 281-3011.
 LX6315'
 LX6315'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 77
 LX6315'AND 80, WHICH IS ABOUT 1 MILE SOUTH OF NORTH GUILFORD, GO
 LX6315'WEST ON HIGHWAY 80 FOR 0.5 MILE TO A CROSS ROAD.  TURN RIGHT
 LX6315'AND GO NORTH ON LONG HILL ROAD FOR 1.05 MILES TO A SIDE ROAD
 LX6315'ON THE LEFT.  TURN LEFT AND GO WEST ON WILBURS LANE FOR
 LX6315'0.2 MILE TO
 LX6315'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 LX6315'SUGARLOAF ROAD FOR 0.2 MILE TO A POLE GATE.  PASS THROUGH THE
 LX6315'GATE AND CONTINUE NORTHERLY ON A TRACK ROAD FOR 0.05 MILE TO
 LX6315'A SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE
 LX6315'TRACK ROAD FOR 0.2 MILE TO A WOODS ROAD ON THE RIGHT.  TURN
 LX6315'RIGHT AND GO EAST AND NORTH ON THE WOODS ROAD, UPHILL, FOR
 LX6315'0.2 MILE TO THE TOP OF THE HILL AND THE STATION AS
 LX6315'DESCRIBED.
 LX6315'
 LX6315'THE STATION MARKS, STAMPED---SUGAR 1976---, ARE STANDARD DISKS.
 LX6315'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX6315'CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 LX6315'GROUND SURFACE.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 LX6315'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE
 LX6315'GROUND SURFACE.  THEY ARE 31.5 FEET WEST OF A 10-INCH
 LX6315'TRIANGULAR BLAZED TREE, 31 FEET EAST OF AN 8-INCH TRIANGULAR
 LX6315'BLAZED TREE AND 4.9 FEET SOUTHEAST OF A METAL WITNESS POST.
 LX6315'A 30-INCH STEEL ROD WAS SET IN THE MONUMENT.
 LX6315'
 LX6315'REFERENCE MARK 1, STAMPED---SUGAR NO 1 1976---, IS A STANDARD
 LX6315'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6315'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET NORTH
 LX6315'OF A 16-INCH TRIANGULAR BLAZED TREE, 13 FEET SOUTHEAST OF AN
 LX6315'8-INCH TRIANGULAR BLAZED TREE AND 2.0 FEET WEST OF A METAL
 LX6315'WITNESS POST.
 LX6315'
 LX6315'REFERENCE MARK 2, STAMPED---SUGAR NO 2 1976---, IS A STANDARD
 LX6315'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LX6315'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET WEST OF
 LX6315'THE CENTER OF THE WOODS ROAD, 13.5 FEET NORTHWEST OF A 10-INCH
 LX6315'TRIANGULAR BLAZED TREE AND 2.5 FEET NORTHWEST OF A METAL
 LX6315'WITNESS POST.
 LX6315'
 LX6315'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6315'NO MEASUREMENT BETWEEN THE REFERENCE MARKS, TREES ON LINE.
 LX6315'
 LX6315'THE HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX6315'
 LX6315'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7092 ***********************************************************************
 LX7092  DESIGNATION -  SULLIVAN
 LX7092  PID         -  LX7092
 LX7092  STATE/COUNTY-  CT/HARTFORD
 LX7092  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7092
 LX7092                         *CURRENT SURVEY CONTROL
 LX7092  ___________________________________________________________________
 LX7092* NAD 83(1996)-  41 42 24.40764(N)    072 42 36.22028(W)     ADJUSTED  
 LX7092* NAVD 88     -       123.5    (meters)     405.     (feet)  VERTCON   
 LX7092  ___________________________________________________________________
 LX7092  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LX7092  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX7092
 LX7092  HORZ ORDER  -  FIRST
 LX7092
 LX7092.The horizontal coordinates were established by classical geodetic methods
 LX7092.and adjusted by the National Geodetic Survey in August 1998..
 LX7092
 LX7092.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7092
 LX7092.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7092
 LX7092.The geoid height was determined by GEOID03.
 LX7092
 LX7092;                    North         East     Units Scale Factor Converg.
 LX7092;SPC CT       -   249,405.610   308,124.677   MT  0.99998769   +0 01 35.3
 LX7092;SPC CT       -   818,258.24  1,010,905.71   sFT  0.99998769   +0 01 35.3
 LX7092;UTM  18      - 4,619,754.940   690,521.344   MT  1.00004670   +1 31 26.4
 LX7092
 LX7092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7092!SPC CT       -   0.99998523  x   0.99998769  =   0.99997292
 LX7092!UTM  18      -   0.99998523  x   1.00004670  =   1.00003193
 LX7092
 LX7092:                Primary Azimuth Mark                     Grid Az
 LX7092:SPC CT       -  HARTFORD ST JOSEPH CH CROSS              012 17 44.7
 LX7092:UTM  18      -  HARTFORD ST JOSEPH CH CROSS              010 47 53.6
 LX7092
 LX7092|---------------------------------------------------------------------|
 LX7092| PID    Reference Object                     Distance      Geod. Az  |
 LX7092|                                                           dddmmss.s |
 LX7092| LX6691 HARTFORD ST JOSEPH CH CROSS         APPROX. 7.0 KM 0121920.0 |
 LX7092| LX6675 AETNA TOWER                         APPROX. 6.8 KM 0123234.7 |
 LX7092| LX6647 HARTFORD CAP HEAD OF VICTORY        APPROX. 6.8 KM 0195542.4 |
 LX7092| LX7094 NEWINGTON CT PWR AND LT CO          APPROX. 6.5 KM 1914705.7 |
 LX7092| LX7095 NEWINGTON RAD STA WRYM MAST         APPROX. 2.8 KM 2150753.2 |
 LX7092| LX6697 WEST HARTFORD TOWN HALL CUPOLA      APPROX. 6.5 KM 3360424.9 |
 LX7092|---------------------------------------------------------------------|
 LX7092
 LX7092                          SUPERSEDED SURVEY CONTROL
 LX7092
 LX7092  NAD 83(1996)-  41 42 24.40712(N)    072 42 36.22041(W) AD(       ) 1
 LX7092  NAD 83(1992)-  41 42 24.40727(N)    072 42 36.22055(W) AD(       ) 1
 LX7092  NAD 83(1992)-  41 42 24.40881(N)    072 42 36.22194(W) AD(       ) 1
 LX7092  NAD 83(1986)-  41 42 24.40902(N)    072 42 36.22198(W) AD(       ) 1
 LX7092  NAD 27      -  41 42 24.04471(N)    072 42 37.87932(W) AD(       ) 1
 LX7092  NGVD 29 (07/19/86)  123.8    (m)          406.     (f) VERT ANG       
 LX7092
 LX7092.Superseded values are not recommended for survey control.
 LX7092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7092.See file dsdata.txt to determine how the superseded data were derived.
 LX7092
 LX7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9052119755(NAD 83)
 LX7092_MARKER: Z = SEE DESCRIPTION
 LX7092_SETTING: 0 = UNSPECIFIED SETTING
 LX7092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7092
 LX7092  HISTORY     - Date     Condition        Report By
 LX7092  HISTORY     - 1978     MONUMENTED       NGS
 LX7092
 LX7092                          STATION DESCRIPTION
 LX7092
 LX7092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7092'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF U.S. HIGHWAY 5
 LX7092'AND STATE HIGHWAY 15, 1-1/2 MILES NORTHEAST OF NEWINGTON, 2-1/2
 LX7092'MILES WEST OF WETHERSFIELD, 4 MILES SOUTH-SOUTHWEST OF HARTFORD,
 LX7092'5 MILES NORTHWEST OF ROCKY HILL AND ON PROPERTY OWNED BY THE
 LX7092'STATE OF CONNECTICUT.  PERMISSION WAS GRANTED BY DR. WALLACE W.
 LX7092'TURNER (SUPERINTENDENT AND MEDICAL DIRECTOR, CEDARCREST
 LX7092'SANATORIUM, NEWINGTON CONNECTICUT 06111, PHONE NUMBER
 LX7092'666-4613).
 LX7092'
 LX7092'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 99 AND
 LX7092'175 IN WETHERSFIELD, GO WESTERLY ON HIGHWAY 175 (WELLS ROAD),
 LX7092'FOR 2.25 MILES TO THE JUNCTION OF STATE HIGHWAY 15 AND U.S.
 LX7092'HIGHWAY 5.  CONTINUE AHEAD WESTERLY ON HIGHWAY 175 FOR 0.05
 LX7092'MILE TO A SIDE ROAD RIGHT (RUSSELL ROAD).  TURN RIGHT ON
 LX7092'RUSSELL ROAD BEARING EAST-NORTHEASTERLY FOR 0.05 MILE TO
 LX7092'WHERE RUSSELL ROAD TURNS BACK TO THE LEFT.  BEAR LEFT AND GO
 LX7092'NORTH ON RUSSELL ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT LEADING
 LX7092'TO THE CEDARCREST SANATORIUM.  TURN LEFT AND GO WESTERLY
 LX7092'UPHILL FOR 0.15 MILE TO THE ADMINSTRATION BUILDING AND THE
 LX7092'STATION ATOP THE WEST-END ELEVATOR SHAFT.
 LX7092'
 LX7092'THE STATION MARK, A STANDARD DISK STAMPED---SULLIVAN 1978---,
 LX7092'IS EPOXIED IN THE ROOF, 3 INCHES BEOW THE ROOFS SURFACE AND IS
 LX7092'COVERED BY A COPPER LINCOLN HAT.  IT IS 7.3 FEET SOUTHEAST OF
 LX7092'THE NORTHWEST CORNER OF THE WALL AROUND THE ELEVATOR SHAFT AND
 LX7092'6 FEET NORTH OF THE SOUTHWEST CORNER OF THE WALL AROUND THE
 LX7092'ELEVATOR SHAFT.
 LX7092'
 LX7092'NO REFERENCE MARKS OR AN AZIMUTH MARK WAS SET AT THIS STATION.
 LX7092'
 LX7092'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 LX7092'
 LX7092'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6359 ***********************************************************************
 LX6359  DESIGNATION -  SUMAC ISLAND BOATHOUSE CHIM
 LX6359  PID         -  LX6359
 LX6359  STATE/COUNTY-  CT/NEW HAVEN
 LX6359  USGS QUAD   -  
 LX6359
 LX6359                         *CURRENT SURVEY CONTROL
 LX6359  ___________________________________________________________________
 LX6359* NAD 83(1996)-  41 14 45.59263(N)    072 48 35.62934(W)     ADJUSTED  
 LX6359* NAVD 88     -                                                        
 LX6359  ___________________________________________________________________
 LX6359  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX6359  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX6359
 LX6359  HORZ ORDER  -  THIRD
 LX6359
 LX6359.The horizontal coordinates were established by classical geodetic methods
 LX6359.and adjusted by the National Geodetic Survey in August 1998..
 LX6359
 LX6359
 LX6359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6359
 LX6359.The geoid height was determined by GEOID03.
 LX6359
 LX6359;                    North         East     Units Scale Factor Converg.
 LX6359;SPC CT       -   198,231.398   299,779.966   MT  0.99999567   -0 02 23.0
 LX6359;SPC CT       -   650,364.18    983,528.11   sFT  0.99999567   -0 02 23.0
 LX6359;SPC NY L     -   120,537.018   399,755.126   MT  1.00001873   +0 46 42.3
 LX6359;SPC NY L     -   395,461.87  1,311,529.94   sFT  1.00001873   +0 46 42.3
 LX6359;UTM  18      - 4,568,378.695   683,510.415   MT  1.00001447   +1 26 39.6
 LX6359
 LX6359                          SUPERSEDED SURVEY CONTROL
 LX6359
 LX6359  NAD 83(1992)-  41 14 45.59176(N)    072 48 35.62914(W) AD(       ) 4
 LX6359  NAD 83(1986)-  41 14 45.59341(N)    072 48 35.63250(W) AD(       ) 4
 LX6359  NAD 27      -  41 14 45.24300(N)    072 48 37.27800(W) AD(       ) 3
 LX6359
 LX6359.Superseded values are not recommended for survey control.
 LX6359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6359.See file dsdata.txt to determine how the superseded data were derived.
 LX6359
 LX6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8351068379(NAD 83)
 LX6359
 LX6359  HISTORY     - Date     Condition        Report By
 LX6359  HISTORY     - 1933     MONUMENTED       CGS
 LX6359  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6359  HISTORY     - 19910830 MARK NOT FOUND   USPSQD
 LX6359
 LX6359                          STATION DESCRIPTION
 LX6359
 LX6359'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6359'THIS STATION IS ON THE SQUARE WHITE BOATHOUSE OFF THE SOUTHERN
 LX6359'SHORE OF SUMAC ISLAND.  THE BOATHOUSE IS VERY PROMINENT FROM THE
 LX6359'EASTWARD AND WESTWARD.  IT IS JOINED TO THE MAINLAND BY A CONCRETE
 LX6359'BRIDGE.  THE BOATHOUSE ITSELF IS BUILT ON CONCRETE PILING.
 LX6359'
 LX6359'CENTER IS THE CENTER LINE OF THE CHIMNEY OF THIS BOATHOUSE.
 LX6359
 LX6359                          STATION RECOVERY (1961)
 LX6359
 LX6359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6359'STATION COULD NOT BE FOUND.  THERE IS ONLY ONE BUILDING ON SUMAC
 LX6359'ISLAND NOW.  THIS STATION SHOULD BE CLASSIFIED DESTROYED.
 LX6359
 LX6359                          STATION RECOVERY (1991)
 LX6359
 LX6359'RECOVERY NOTE BY US POWER SQUADRON 1991 (LB)
 LX6359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6358 ***********************************************************************
 LX6358  DESIGNATION -  SUMAC ISLAND CHIMNEY
 LX6358  PID         -  LX6358
 LX6358  STATE/COUNTY-  CT/NEW HAVEN
 LX6358  USGS QUAD   -  
 LX6358
 LX6358                         *CURRENT SURVEY CONTROL
 LX6358  ___________________________________________________________________
 LX6358* NAD 83(1996)-  41 14 47.41252(N)    072 48 36.60941(W)     ADJUSTED  
 LX6358* NAVD 88     -                                                        
 LX6358  ___________________________________________________________________
 LX6358  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX6358  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX6358
 LX6358  HORZ ORDER  -  THIRD
 LX6358
 LX6358.The horizontal coordinates were established by classical geodetic methods
 LX6358.and adjusted by the National Geodetic Survey in August 1998..
 LX6358
 LX6358
 LX6358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6358
 LX6358.The geoid height was determined by GEOID03.
 LX6358
 LX6358;                    North         East     Units Scale Factor Converg.
 LX6358;SPC CT       -   198,287.556   299,757.186   MT  0.99999563   -0 02 23.6
 LX6358;SPC CT       -   650,548.42    983,453.37   sFT  0.99999563   -0 02 23.6
 LX6358;SPC NY L     -   120,592.846   399,731.545   MT  1.00001879   +0 46 41.7
 LX6358;SPC NY L     -   395,645.03  1,311,452.58   sFT  1.00001879   +0 46 41.7
 LX6358;UTM  18      - 4,568,434.246   683,486.187   MT  1.00001436   +1 26 39.0
 LX6358
 LX6358                          SUPERSEDED SURVEY CONTROL
 LX6358
 LX6358  NAD 83(1992)-  41 14 47.41165(N)    072 48 36.60920(W) AD(       ) 4
 LX6358  NAD 83(1986)-  41 14 47.41336(N)    072 48 36.61252(W) AD(       ) 4
 LX6358  NAD 27      -  41 14 47.06200(N)    072 48 38.25900(W) AD(       ) 3
 LX6358
 LX6358.Superseded values are not recommended for survey control.
 LX6358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6358.See file dsdata.txt to determine how the superseded data were derived.
 LX6358
 LX6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8348668434(NAD 83)
 LX6358
 LX6358  HISTORY     - Date     Condition        Report By
 LX6358  HISTORY     - 1933     MONUMENTED       CGS
 LX6358  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6358
 LX6358                          STATION DESCRIPTION
 LX6358
 LX6358'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6358'SUMAC ISLAND HAS TWO LARGE HOUSES AND SEVERAL SMALLER
 LX6358'BUILDINGS.  THE GROUP PAINTED WHITE IS THE PROPERTY OF THE
 LX6358'DOMINICAN FATHERS.  STATION IS ON THE MORE WESTERLY OF THE TWO
 LX6358'LARGE HOUSES.  THIS HOUSE HAS THREE HIGH CHIMNEYS WITH PROJECTING
 LX6358'FLUE LININGS.  TWO OF THESE ARE OF EQUAL HEIGHT, BEING
 LX6358'CONSIDERABLY HIGHER THAN THE THIRD.  THE STATION IS ON THE
 LX6358'SOUTHWESTERLY OF THESE TWO HIGHER CHIMNEYS.  CENTER IS THE
 LX6358'CENTER LINE OF THE CHIMNEY.
 LX6358
 LX6358                          STATION RECOVERY (1961)
 LX6358
 LX6358'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6358'STATION COULD NOT BE FOUND.  THERE IS ONLY ONE BUILDING ON
 LX6358'SUMAC ISLAND NOW.  THIS STATION SHOULD BE CLASSIFIED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3648 ***********************************************************************
 LX3648  DESIGNATION -  SUMMER
 LX3648  PID         -  LX3648
 LX3648  STATE/COUNTY-  CT/NEW HAVEN
 LX3648  USGS QUAD   -  ANSONIA (1984)
 LX3648
 LX3648                         *CURRENT SURVEY CONTROL
 LX3648  ___________________________________________________________________
 LX3648* NAD 83(1996)-  41 20 12.32473(N)    073 03 54.02318(W)     ADJUSTED  
 LX3648* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 LX3648  ___________________________________________________________________
 LX3648  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 LX3648  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX3648
 LX3648  HORZ ORDER  -  SECOND
 LX3648
 LX3648.The horizontal coordinates were established by classical geodetic methods
 LX3648.and adjusted by the National Geodetic Survey in August 1998..
 LX3648
 LX3648.The orthometric height was scaled from a topographic map.
 LX3648
 LX3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3648
 LX3648.The geoid height was determined by GEOID03.
 LX3648
 LX3648;                    North         East     Units Scale Factor Converg.
 LX3648;SPC CT       -   208,357.283   278,433.185   MT  0.99998902   -0 12 31.9
 LX3648;SPC CT       -   683,585.52    913,492.87   sFT  0.99998902   -0 12 31.9
 LX3648;UTM  18      - 4,577,947.490   661,908.809   MT  0.99992262   +1 16 41.9
 LX3648
 LX3648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3648!SPC CT       -   0.99998460  x   0.99998902  =   0.99997362
 LX3648!UTM  18      -   0.99998460  x   0.99992262  =   0.99990722
 LX3648
 LX3648:                Primary Azimuth Mark                     Grid Az
 LX3648:SPC CT       -  SHELTON ST JOSEPHS CH SPIRE              232 10 19.6
 LX3648:UTM  18      -  SHELTON ST JOSEPHS CH SPIRE              230 41 05.8
 LX3648
 LX3648|---------------------------------------------------------------------|
 LX3648| PID    Reference Object                     Distance      Geod. Az  |
 LX3648|                                                           dddmmss.s |
 LX3648| LX3639 SHELTON ST JOSEPHS CH SPIRE         APPROX. 3.4 KM 2315747.7 |
 LX3648| CF2629 SUMMER RM 1                          37.300 METERS 23458     |
 LX3648| LX3650 ANSONIA S O AND C CO STACK          APPROX. 1.0 KM 2692529.4 |
 LX3648| LX3660 DERBY RUSSIAN ORTH CH SPIRE         APPROX. 1.6 KM 2850048.1 |
 LX3648| LX3669 ANSONIA AMERICAN BRASS STACK        APPROX. 1.2 KM 2953527.6 |
 LX3648| CF2630 SUMMER RM 2                          18.500 METERS 30417     |
 LX3648| LX3661 ANSONIA CHASE BRASS STACK 1         APPROX. 1.9 KM 3092026.9 |
 LX3648| LX3662 ANSONIA CHASE BRASS STACK 2         APPROX. 2.0 KM 3112226.6 |
 LX3648| LX3667 ANSONIA ASSUMPTION SCH DOME         APPROX. 1.9 KM 3183502.4 |
 LX3648|---------------------------------------------------------------------|
 LX3648
 LX3648                          SUPERSEDED SURVEY CONTROL
 LX3648
 LX3648  NAD 83(1992)-  41 20 12.32375(N)    073 03 54.02310(W) AD(       ) 2
 LX3648  NAD 83(1986)-  41 20 12.32328(N)    073 03 54.02913(W) AD(       ) 2
 LX3648  NAD 27      -  41 20 11.97400(N)    073 03 55.64200(W) AD(       ) 2
 LX3648
 LX3648.Superseded values are not recommended for survey control.
 LX3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3648.See file dsdata.txt to determine how the superseded data were derived.
 LX3648
 LX3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6190977947(NAD 83)
 LX3648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3648_SETTING: 80 = SET IN A BOULDER
 LX3648_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LX3648
 LX3648  HISTORY     - Date     Condition        Report By
 LX3648  HISTORY     - 1934     MONUMENTED       CTGS
 LX3648  HISTORY     - 1960     SEE DESCRIPTION  AMS
 LX3648  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX3648
 LX3648                          STATION DESCRIPTION
 LX3648
 LX3648'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3648'LOCATED AT THE CREST OF THE FIRST HIGH HILL E OF ANSONIA
 LX3648'ON LAND BELONGING TO AND ABOUT 700 FEET NE FROM THE FARMHOUSE
 LX3648'OF J.A. SEARS.  STATION IS STANDARD DISK SET IN A LARGE BOULDER
 LX3648'NEAR THE N END OF A FIELD STREWN WITH BOULDERS, ABOUT FOUR FEET
 LX3648'ABOVE THE GROUND ON A BOULDER ABOUT 6 FEET IN DIAMETER.  START
 LX3648'AT THE ELM STREET SCHOOL IN ANSONIA, FOLLOW PLATT STREET AROUND
 LX3648'THE SIDE OF THE HILL 0.8 MILE TO SEARS DRIVEWAY.  STATION MAY
 LX3648'BE REACHED BY AUTO IF GROUND IS DRY.  STATION IS ON THE SAME
 LX3648'RIDGE AS SUMMERVILLE, THE GEOGRAPHICAL POSITION FOR WHICH IS
 LX3648'GIVEN IN APPENDIX NO.8-REPORT FOR 1888, BUT LACKING A
 LX3648'DESCRIPTION NO SEARCH WAS MADE TO RECOVER IT.  THIS WAS A GROUND
 LX3648'STATION.
 LX3648'
 LX3648'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 LX3648'HOLE IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE MARKS ARE
 LX3648'STANDARD BRONZE DISKS IN A BOULDER AS DESCRIBED IN NOTE 12C.
 LX3648'
 LX3648'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX3648
 LX3648                          STATION RECOVERY (1960)
 LX3648
 LX3648'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 LX3648'STATION MARK WAS RECOVERED WITH THE DISK GONE BUT DRILL HOLE
 LX3648'FOR DISK STILL INTACT WITHIN ROCK.
 LX3648'
 LX3648'R.M. 1 WAS FOUND INTACT.  R.M. 2 WAS BUSTED FROM ITS
 LX3648'POSITION.  HOWEVER, PIECES OF METAL WERE FOUND IN THE DRILL
 LX3648'HOLE WHERE THE DISK BELONGED.
 LX3648
 LX3648                          STATION RECOVERY (1989)
 LX3648
 LX3648'RECOVERY NOTE BY US POWER SQUADRON 1989 (JAC)
 LX3648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3733 ***********************************************************************
 LW3733  DESIGNATION -  SUNSET
 LW3733  PID         -  LW3733
 LW3733  STATE/COUNTY-  CT/WINDHAM
 LW3733  USGS QUAD   -  PUTNAM (1970)
 LW3733
 LW3733                         *CURRENT SURVEY CONTROL
 LW3733  ___________________________________________________________________
 LW3733* NAD 83(1996)-  41 56 58.55898(N)    071 52 50.06756(W)     ADJUSTED  
 LW3733* NAVD 88     -       127.3    (meters)     418.     (feet)  VERTCON   
 LW3733  ___________________________________________________________________
 LW3733  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 LW3733  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LW3733
 LW3733  HORZ ORDER  -  SECOND
 LW3733
 LW3733.The horizontal coordinates were established by classical geodetic methods
 LW3733.and adjusted by the National Geodetic Survey in August 1998..
 LW3733
 LW3733.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3733
 LW3733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3733
 LW3733.The geoid height was determined by GEOID03.
 LW3733
 LW3733;                    North         East     Units Scale Factor Converg.
 LW3733;SPC CT       -   276,737.411   376,889.468   MT  1.00000945   +0 34 35.3
 LW3733;SPC CT       -   907,929.32  1,236,511.53   sFT  1.00000945   +0 34 35.3
 LW3733;UTM  19      - 4,648,194.302   261,238.667   MT  1.00030153   -1 55 35.4
 LW3733
 LW3733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3733!SPC CT       -   0.99998466  x   1.00000945  =   0.99999411
 LW3733!UTM  19      -   0.99998466  x   1.00030153  =   1.00028619
 LW3733
 LW3733|---------------------------------------------------------------------|
 LW3733| PID    Reference Object                     Distance      Geod. Az  |
 LW3733|                                                           dddmmss.s |
 LW3733| CB8577 SUNSET RM 1                           4.634 METERS 01515     |
 LW3733| LW3734 SUNSET RM 2                           9.544 METERS 19135     |
 LW3733| LW3736 5299                                281.159 METERS 20045     |
 LW3733| LW3742 PUTNAM SPIPE                        APPROX. 5.4 KM 2221240.5 |
 LW3733| LW3735 5294                                320.104 METERS 35112     |
 LW3733|---------------------------------------------------------------------|
 LW3733
 LW3733                          SUPERSEDED SURVEY CONTROL
 LW3733
 LW3733  NAD 83(1996)-  41 56 58.55870(N)    071 52 50.06741(W) AD(       ) 2
 LW3733  NAD 83(1992)-  41 56 58.55838(N)    071 52 50.06679(W) AD(       ) 2
 LW3733  NAD 83(1992)-  41 56 58.55840(N)    071 52 50.06696(W) AD(       ) 2
 LW3733  NAD 83(1986)-  41 56 58.55919(N)    071 52 50.06611(W) AD(       ) 2
 LW3733  NAD 27      -  41 56 58.20803(N)    071 52 51.80865(W) AD(       ) 2
 LW3733  NGVD 29 (07/19/86)  127.5    (m)          418.     (f) VERT ANG       
 LW3733
 LW3733.Superseded values are not recommended for survey control.
 LW3733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3733.See file dsdata.txt to determine how the superseded data were derived.
 LW3733
 LW3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6123948194(NAD 83)
 LW3733_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3733_SETTING: 66 = SET IN ROCK OUTCROP
 LW3733_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3733+STABILITY: POSITION/ELEVATION WELL
 LW3733
 LW3733  HISTORY     - Date     Condition        Report By
 LW3733  HISTORY     - 1977     MONUMENTED       NGS
 LW3733
 LW3733                          STATION DESCRIPTION
 LW3733
 LW3733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3733'THE STATION IS ABOUT 3 MILES NORTHEAST OF PUTNAM, 1-1/4 MILES
 LW3733'SOUTHEAST OF GROSVENOR DALE, 1 MILE SOUTHWEST OF THOMPSON,
 LW3733'ALONG STATE HIGHWAY 52, AT EXIT 98 AND ON STATE HIGHWAY
 LW3733'RIGHT-OF-WAY.
 LW3733'
 LW3733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44
 LW3733'AND STATE HIGHWAY 52, ABOUT 1 MILE EAST OF PUTNAM, GO NORTH
 LW3733'ON STATE HIGHWAY 52 FOR 1.65 MILES TO WHERE STATE HIGHWAY 193
 LW3733'CROSSES OVER HIGHWAY 52 AND 5299 CTGS AT THE WEST END OF THE
 LW3733'OVERPASS.  CONTINUE NORTH ON HIGHWAY 52 FOR 0.25 MILE TO
 LW3733'EXIT 98 ON THE LEFT AND THE STATION ON THE RIGHT.  CONTINUE
 LW3733'NORTH ON HIGHWAY 52 FOR 0.1 MILE TO 5294 CTGS ON THE LEFT,
 LW3733'ON THE WEST SIDE OF THE SOUTH BOUND LANE OF HIGHWAY 52.
 LW3733'
 LW3733'STATION MARK, STAMPED---SUNSET 1977---, IS A STANDARD DISK
 LW3733'CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP AND IS
 LW3733'ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 300 FEET
 LW3733'SOUTH-SOUTHEAST OF A SIGN (EXIT 98), AT THE EXIT RAMP, 99
 LW3733'FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 52,
 LW3733'51 FEET EAST OF THE EDGE OF A ROCK LEDGE, 20 FEET WEST OF A
 LW3733'DRAINAGE DITCH, ON THE HIGHEST PART OF A ROCKY LEDGE AND
 LW3733'ABOUT 50 FEET HIGHER THAN HIGHWAY 52.
 LW3733'
 LW3733'REFERENCE MARK 1, STAMPED---SUNSET NO 1 1977---, IS A STANDARD
 LW3733'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP AND IS ABOUT
 LW3733'FLUSH WITH THE GROUND SURFACE.  IT IS 51 FEET EAST OF THE
 LW3733'EDGE OF THE ROCK LEDGE AND 17 FEET WEST OF THE DRAINAGE DITCH.
 LW3733'
 LW3733'REFERENCE MARK 2, STAMPED---SUNSET NO 2 1977---, IS A STANDARD
 LW3733'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP
 LW3733'AND IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET
 LW3733'EAST OF THE EDGE OF THE ROCK LEDGE AND 22 FEET WEST OF THE
 LW3733'DRAINAGE DITCH.
 LW3733'
 LW3733'5294 CTGS, STAMPED---5294---, IS A CONNECTICUT GEODETIC
 LW3733'SURVEY DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK
 LW3733'OUTCROP AND IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS
 LW3733'45 FEET SOUTHEAST OF THE CENTER OF AN ENTRANCE RAMP TO HIGHWAY
 LW3733'52 SOUTH BOUND, 47 FEET NORTHWEST OF THE CENTER OF THE SOUTH
 LW3733'BOUND LANE OF HIGHWAY 52 AND 24 FEET SOUTH OF A 4-INCH TREE.
 LW3733'
 LW3733'5299 CTGS, STAMPED---5299---, IS A CONNECTICUT GEODETIC
 LW3733'SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 LW3733'THAT IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 57
 LW3733'FEET WEST OF THE NORTHWEST CORNER OF A BRIDGE OVER HIGHWAY
 LW3733'52, 26.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 193, 13
 LW3733'FEET NORTHWEST OF A CATCH BASIN AND 3 FEET NORTH OF A GUARD
 LW3733'CABLE.
 LW3733'
 LW3733'5294 CTGS AND 5299 CTGS MARKS WERE USED FOR AZIMUTH MARKS.
 LW3733'
 LW3733'HEIGHT OF LIGHT ABOVE MARK WAS 1.5 METERS.
 LW3733'
 LW3733'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6854 ***********************************************************************
 LX6854  DESIGNATION -  SWAN HILL 2
 LX6854  PID         -  LX6854
 LX6854  STATE/COUNTY-  CT/MIDDLESEX
 LX6854  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6854
 LX6854                         *CURRENT SURVEY CONTROL
 LX6854  ___________________________________________________________________
 LX6854* NAD 83(1996)-  41 30 10.37926(N)    072 33 37.04377(W)     ADJUSTED  
 LX6854* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 LX6854  ___________________________________________________________________
 LX6854  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LX6854  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX6854
 LX6854  HORZ ORDER  -  THIRD
 LX6854
 LX6854.The horizontal coordinates were established by classical geodetic methods
 LX6854.and adjusted by the National Geodetic Survey in August 1998..
 LX6854
 LX6854.The orthometric height was scaled from a topographic map.
 LX6854
 LX6854.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6854
 LX6854.The geoid height was determined by GEOID03.
 LX6854
 LX6854;                    North         East     Units Scale Factor Converg.
 LX6854;SPC CT       -   226,776.661   320,639.693   MT  0.99998328   +0 07 32.8
 LX6854;SPC CT       -   744,016.43  1,051,965.39   sFT  0.99998328   +0 07 32.8
 LX6854;UTM  18      - 4,597,458.016   703,623.537   MT  1.00011028   +1 37 02.1
 LX6854
 LX6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6854!SPC CT       -   0.99999076  x   0.99998328  =   0.99997404
 LX6854!UTM  18      -   0.99999076  x   1.00011028  =   1.00010104
 LX6854
 LX6854                          SUPERSEDED SURVEY CONTROL
 LX6854
 LX6854  NAD 83(1992)-  41 30 10.37852(N)    072 33 37.04366(W) AD(       ) 3
 LX6854  NAD 83(1986)-  41 30 10.38044(N)    072 33 37.04603(W) AD(       ) 3
 LX6854  NAD 27      -  41 30 10.01900(N)    072 33 38.72800(W) AD(       ) 3
 LX6854
 LX6854.Superseded values are not recommended for survey control.
 LX6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6854.See file dsdata.txt to determine how the superseded data were derived.
 LX6854
 LX6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0362497458(NAD 83)
 LX6854_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6854_SETTING: 66 = SET IN ROCK OUTCROP
 LX6854_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6854+STABILITY: POSITION/ELEVATION WELL
 LX6854
 LX6854  HISTORY     - Date     Condition        Report By
 LX6854  HISTORY     - 1934     MONUMENTED       CGS
 LX6854  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6854
 LX6854                          STATION DESCRIPTION
 LX6854
 LX6854'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6854'SWAN HILL IS THE PROMINENT WOODED KNOB LYING BETWEEN ROUTE 9,
 LX6854'AND THE RIVER ROAD FROM HIGGANUM TO MIDDLETOWN.  FROM HIGGANUM
 LX6854'VILLAGE THE STATION APPEARS TO BE IN A SMALL SADDLE OF THE
 LX6854'HILL.  ABOUT 0.5 MILE OUT ON THE RIVER ROAD A PATH LEADS UP THE
 LX6854'EASTERLY SLOPE OF THE HILL.  THIS PATH FOLLOWS ALONG THE EDGE
 LX6854'OF THE CLIFF AT THE TOP OF THE EASTERLY SMMIT, THEN ACROSS THE
 LX6854'SADDLE TO THE HIGHEST PART OF THE WESTERLY SUMMIT.  THIS HIGH
 LX6854'PART IS MARKED BY AN ABRUPT LEDGE FACING SOUTHERLY ABOUT 6
 LX6854'FEET HIGH.  THE STATION IS ON THE HIGHEST PART OF THIS LEDGE
 LX6854'ABOUT 0.3 METER N OF THE SOUTHERLY EDGE AND ABOUT 30 METERS
 LX6854'W OF THE EASTERLY END.  AT THIS END, THE STEEP LEDGE
 LX6854'CHANGES TO A GROUP OF DETACHED BOULDERS AND JOINS THE
 LX6854'GENERAL SLOPE OF THE HILL.  A LOOSE WHITE BOULDER,
 LX6854'MEASURING 6.5 FEET BY 6 FEET BY 4 FEET HIGH, BEARS N 70
 LX6854'DEG W (MAGNETIC) AND IS ABOUT 29 METERS DISTANT.  REFERENCE
 LX6854'MARK NO.1 IS IN A SMALL BLACK BOULDER THAT PROJECTS ABOUT
 LX6854'1 FOOT ABOVE GROUND.  IT BEARS, N 35 DEG W (MAGNETIC).
 LX6854'REFERENCE MARK NO.2 IS ALONG THE TOP OF SAME LEDGE FACE
 LX6854'AS THE STATION, 3 METERS NORTHERLY OF THE CLIFF.  IT BEARS
 LX6854'S 85 DEG E (MAGNETIC).
 LX6854'
 LX6854'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6854'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE
 LX6854'MARK NO.1 IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED
 LX6854'IN NOTE 12C.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK
 LX6854'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 12A.
 LX6854'
 LX6854'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 LX6854
 LX6854                          STATION RECOVERY (1948)
 LX6854
 LX6854'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6854'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5786 ***********************************************************************
 LX5786  DESIGNATION -  SWITCH TOWER CHIMNEY
 LX5786  PID         -  LX5786
 LX5786  STATE/COUNTY-  CT/NEW LONDON
 LX5786  USGS QUAD   -  OLD LYME (1976)
 LX5786
 LX5786                         *CURRENT SURVEY CONTROL
 LX5786  ___________________________________________________________________
 LX5786* NAD 83(1996)-  41 18 12.73987(N)    072 19 38.01150(W)     ADJUSTED  
 LX5786* NAVD 88     -                                                        
 LX5786  ___________________________________________________________________
 LX5786  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 LX5786  GEOID HEIGHT-         -30.47  (meters)                     GEOID03
 LX5786
 LX5786  HORZ ORDER  -  THIRD
 LX5786
 LX5786.The horizontal coordinates were established by classical geodetic methods
 LX5786.and adjusted by the National Geodetic Survey in August 1998..
 LX5786
 LX5786
 LX5786.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5786
 LX5786.The geoid height was determined by GEOID03.
 LX5786
 LX5786;                    North         East     Units Scale Factor Converg.
 LX5786;SPC CT       -   204,706.677   340,206.689   MT  0.99999116   +0 16 49.2
 LX5786;SPC CT       -   671,608.49  1,116,161.45   sFT  0.99999116   +0 16 49.2
 LX5786;UTM  18      - 4,575,899.823   723,760.629   MT  1.00021623   +1 45 53.6
 LX5786
 LX5786                          SUPERSEDED SURVEY CONTROL
 LX5786
 LX5786  NAD 83(1992)-  41 18 12.73887(N)    072 19 38.01117(W) AD(       ) 4
 LX5786  NAD 83(1986)-  41 18 12.74064(N)    072 19 38.01460(W) AD(       ) 4
 LX5786  NAD 27      -  41 18 12.38900(N)    072 19 39.72400(W) AD(       ) 3
 LX5786
 LX5786.Superseded values are not recommended for survey control.
 LX5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5786.See file dsdata.txt to determine how the superseded data were derived.
 LX5786
 LX5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2376175900(NAD 83)
 LX5786
 LX5786  HISTORY     - Date     Condition        Report By
 LX5786  HISTORY     - 1935     MONUMENTED       CGS
 LX5786  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5786
 LX5786                          STATION DESCRIPTION
 LX5786
 LX5786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5786'AN UNUSED SWITCH TOWER IS S OF THE MAIN LINE TRACKS OF THE NEW
 LX5786'HAVEN RAILROAD BETWEEN THE HIGHWAY UNDERPASS AND THE LYME AND
 LX5786'BLACK HALL DEPOT.  THE STRUCTURE IS SQUARE AND PAINTED
 LX5786'YELLOW.  THE PYRAMIDAL ROOF SHOWS A SHORT RIDGEPOLE RUNNING E AND
 LX5786'W.  AT PRESENT, THE ROW OF WINDOWS SURROUNDING THE SECOND FLOOR
 LX5786'IS BOARDED UP.  A SINGLE RED BRICK CHIMNEY PROJECTS THROUGH THE
 LX5786'S ROOF ABOUT MIDWAY OF THE SLOPE.
 LX5786'
 LX5786'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5786
 LX5786                          STATION RECOVERY (1954)
 LX5786
 LX5786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5786'STATION DESTROYED.  THE BUILDING HAS BEEN RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0778 ***********************************************************************
 LX0778  DESIGNATION -  T 1
 LX0778  PID         -  LX0778
 LX0778  STATE/COUNTY-  CT/FAIRFIELD
 LX0778  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0778
 LX0778                         *CURRENT SURVEY CONTROL
 LX0778  ___________________________________________________________________
 LX0778* NAD 83(1986)-  41 04 46.     (N)    073 26 03.     (W)     SCALED    
 LX0778* NAVD 88     -        19.790  (meters)      64.93   (feet)  POSTED    
 LX0778  ___________________________________________________________________
 LX0778  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX0778  DYNAMIC HT  -          19.780 (meters)      64.89  (feet)  COMP
 LX0778  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 LX0778
 LX0778  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0778
 LX0778.The horizontal coordinates were scaled from a topographic map and have
 LX0778.an estimated accuracy of +/- 6 seconds.
 LX0778
 LX0778.The orthometric height was determined by differential leveling
 LX0778.and adjusted by the National Geodetic Survey in 1992..
 LX0778.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0778.rate of 0.0 thru 1.0 mm/km.
 LX0778
 LX0778.The geoid height was determined by GEOID03.
 LX0778
 LX0778.The dynamic height is computed by dividing the NAVD 88
 LX0778.geopotential number by the normal gravity value computed on the
 LX0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0778.degrees latitude (g = 980.6199 gals.).
 LX0778
 LX0778.The modeled gravity was interpolated from observed gravity values.
 LX0778
 LX0778;                    North         East    Units  Estimated Accuracy
 LX0778;SPC CT       -   179,960.      247,310.      MT  (+/- 180 meters Scaled)
 LX0778
 LX0778                          SUPERSEDED SURVEY CONTROL
 LX0778
 LX0778.No superseded survey control is available for this station.
 LX0778
 LX0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL315487(NAD 83)
 LX0778_MARKER: Z = SEE DESCRIPTION
 LX0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0778_SP_SET: GRANITE POST
 LX0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0778+STABILITY: SURFACE MOTION
 LX0778
 LX0778  HISTORY     - Date     Condition        Report By
 LX0778  HISTORY     - UNK      MONUMENTED       NYNH+H
 LX0778  HISTORY     - 1958     GOOD             NGS
 LX0778  HISTORY     - 1965     MARK NOT FOUND   NGS
 LX0778  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0778  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0778  HISTORY     - 19980419 MARK NOT FOUND   USPSQD
 LX0778
 LX0778                          STATION DESCRIPTION
 LX0778
 LX0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LX0778'0.7 MI E FROM ROWAYTON.
 LX0778'0.7 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0778'FROM THE STATION AT ROWAYTON, FAIRFIELD COUNTY, 1.2 MILES WEST
 LX0778'OF THE STATION AT SOUTH NORWALK, 130 FEET WEST OF BRIDGE 27.78
 LX0778'AT THE HIGHLAND AVENUE CROSSING, 50 FEET NORTHEAST OF POWER-LINE
 LX0778'TOWER 497, IN A DEEP ROCK CUT, IN THE MIDDLE OF A FOUR-TRACK
 LX0778'ROADBED, MIDWAY BETWEEN THE TWO EAST-BOUND AND THE TWO WEST-BOUND
 LX0778'TRACKS, AND ON THE TOP OF A GRANITE POST 6 INCHES SQUARE
 LX0778'PROJECTING ONE FOOT ABOVE GROUND.  A CHISELED CROSS.
 LX0778
 LX0778                          STATION RECOVERY (1965)
 LX0778
 LX0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0778'MARK NOT FOUND.
 LX0778
 LX0778                          STATION RECOVERY (1983)
 LX0778
 LX0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0778'MARK NOT FOUND.
 LX0778
 LX0778                          STATION RECOVERY (1985)
 LX0778
 LX0778'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0778'MARK NOT FOUND.
 LX0778
 LX0778                          STATION RECOVERY (1998)
 LX0778
 LX0778'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7165 ***********************************************************************
 LX7165  DESIGNATION -  T 1
 LX7165  PID         -  LX7165
 LX7165  STATE/COUNTY-  CT/NEW HAVEN
 LX7165  USGS QUAD   -  MERIDEN (1992)
 LX7165
 LX7165                         *CURRENT SURVEY CONTROL
 LX7165  ___________________________________________________________________
 LX7165* NAD 83(1996)-  41 30 40.97462(N)    072 49 44.44792(W)     ADJUSTED  
 LX7165* NAVD 88     -        30.11   (+/-2cm)      98.8    (feet)  VERTCON   
 LX7165  ___________________________________________________________________
 LX7165  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LX7165  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7165
 LX7165  HORZ ORDER  -  SECOND
 LX7165  VERT ORDER  -  THIRD ? (See Below)
 LX7165
 LX7165.This mark is at Meriden Markham Mun Airport (MMK)
 LX7165
 LX7165.The horizontal coordinates were established by classical geodetic methods
 LX7165.and adjusted by the National Geodetic Survey in August 1998..
 LX7165
 LX7165.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7165.The vertical order pertains to the NGVD 29 superseded value.
 LX7165
 LX7165.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7165
 LX7165.The geoid height was determined by GEOID03.
 LX7165
 LX7165;                    North         East     Units Scale Factor Converg.
 LX7165;SPC CT       -   227,706.172   298,204.568   MT  0.99998322   -0 03 08.6
 LX7165;SPC CT       -   747,066.00    978,359.49   sFT  0.99998322   -0 03 08.6
 LX7165;UTM  18      - 4,597,803.260   681,170.183   MT  1.00000394   +1 26 21.3
 LX7165
 LX7165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7165!SPC CT       -   0.99999989  x   0.99998322  =   0.99998311
 LX7165!UTM  18      -   0.99999989  x   1.00000394  =   1.00000383
 LX7165
 LX7165                          SUPERSEDED SURVEY CONTROL
 LX7165
 LX7165  NAD 83(1992)-  41 30 40.97323(N)    072 49 44.44674(W) AD(       ) 2
 LX7165  NAD 83(1986)-  41 30 40.97472(N)    072 49 44.45202(W) AD(       ) 2
 LX7165  NAD 27      -  41 30 40.61676(N)    072 49 46.10185(W) AD(       ) 2
 LX7165  NGVD 29 (07/19/86)   30.40   (m)           99.7    (f) LEVELING    3  
 LX7165
 LX7165.Superseded values are not recommended for survey control.
 LX7165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7165.See file dsdata.txt to determine how the superseded data were derived.
 LX7165
 LX7165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8117097803(NAD 83)
 LX7165_MARKER: H = DRILL HOLE
 LX7165_SETTING: 0 = UNSPECIFIED SETTING
 LX7165_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7165
 LX7165  HISTORY     - Date     Condition        Report By
 LX7165  HISTORY     - 1973     MONUMENTED       NGS
 LX7165  HISTORY     - 1985     GOOD             NGS
 LX7165
 LX7165                          STATION DESCRIPTION
 LX7165
 LX7165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX7165'STATION MARK, A DRILL HOLE IN THE CENTER OF A CONCRETE MONUMENT, NO
 LX7165'STAMPING AND IS 4 INCHES BELOW THE GROUND SURFACE.  IT IS 1 FOOT
 LX7165'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HANGAR.
 LX7165
 LX7165                          STATION RECOVERY (1985)
 LX7165
 LX7165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX7165'THE STATION WAS RECOVERED AT THIS DATE.
 LX7165'THE DISTANCE TO MERIDEN 1973 COMPARED WITH THE 1973 DATA.
 LX7165'
 LX7165'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)
 LX7165'SOUTHWEST OF MERIDEN, 1.2 KM (0.75 MI) WEST OF THE JUNCTION OF
 LX7165'STATE HIGHWAYS 71 AND 70, 0.8 KM (0.5 MI) SOUTH OF THE CENTER OF
 LX7165'SOUTH MERIDEN AND ON THE MERIDEN-MARKHAM AIRPORT.
 LX7165'OWNERSHIP--STATE OF CONNECTICUT, MR HAL SCHNERR, MERIDEN MUNICIPAL
 LX7165'AIRPORT, MERIDEN CT 06450, PHONE 203-235-3383. CONTACT ABOVE
 LX7165'BEFORE ENTERING THE AIRPORT.
 LX7165'
 LX7165'TO REACH THE STATION FROM THE ADMINSTRATION BUILDING AT THE
 LX7165'MERIDEN-MARKHAM AIRPORT, GO SOUTHERLY ON EVANVILLE AVENUE FOR 0.2
 LX7165'KM (0.1 MI) TO THE SOUTH SIDE OF A GREEN HANGAR AND THE STATION.
 LX7165'
 LX7165'THE STATION IS A DRILL HOLE IN THE CENTER OF A
 LX7165'CONCRETE MONUMENT,
 LX7165'THAT IS ---UNSTAMPED---,
 LX7165'7 CM BELOW THE GROUND. LOCATED
 LX7165'11.1 METERS (36.5 FT) NORTH-NORTHEAST FROM A DRAIN CULVERT AND
 LX7165'0.3 METER (1.0 FT) EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 LX7165'AIRPORT HANGAR.
 LX7165'
 LX7165'DESCRIBED BY J. N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1646 ***********************************************************************
 LW1646  DESIGNATION -  T 10 RESET 1976
 LW1646  PID         -  LW1646
 LW1646  STATE/COUNTY-  CT/WINDHAM
 LW1646  USGS QUAD   -  PLAINFIELD (1983)
 LW1646
 LW1646                         *CURRENT SURVEY CONTROL
 LW1646  ___________________________________________________________________
 LW1646* NAD 83(1986)-  41 44 36.     (N)    071 53 45.     (W)     SCALED    
 LW1646* NAVD 88     -        67.012  (meters)     219.86   (feet)  ADJUSTED  
 LW1646  ___________________________________________________________________
 LW1646  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LW1646  DYNAMIC HT  -          66.989 (meters)     219.78  (feet)  COMP
 LW1646  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LW1646
 LW1646  VERT ORDER  -  FIRST     CLASS II
 LW1646
 LW1646.The horizontal coordinates were scaled from a topographic map and have
 LW1646.an estimated accuracy of +/- 6 seconds.
 LW1646
 LW1646.The orthometric height was determined by differential leveling
 LW1646.and adjusted by the National Geodetic Survey in June 1991..
 LW1646
 LW1646.The geoid height was determined by GEOID03.
 LW1646
 LW1646.The dynamic height is computed by dividing the NAVD 88
 LW1646.geopotential number by the normal gravity value computed on the
 LW1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1646.degrees latitude (g = 980.6199 gals.).
 LW1646
 LW1646.The modeled gravity was interpolated from observed gravity values.
 LW1646
 LW1646;                    North         East    Units  Estimated Accuracy
 LW1646;SPC CT       -   253,820.      375,850.      MT  (+/- 180 meters Scaled)
 LW1646
 LW1646                          SUPERSEDED SURVEY CONTROL
 LW1646
 LW1646.No superseded survey control is available for this station.
 LW1646
 LW1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG592253(NAD 83)
 LW1646_MARKER: DB = BENCH MARK DISK
 LW1646_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LW1646+WITH SETTING: PAVEMENT
 LW1646_STAMPING: T 10 RESET 1976
 LW1646_MARK LOGO: NGS   
 LW1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1646+STABILITY: SURFACE MOTION
 LW1646
 LW1646  HISTORY     - Date     Condition        Report By
 LW1646  HISTORY     - 1976     MONUMENTED       NGS
 LW1646  HISTORY     - 1984     GOOD             NGS
 LW1646  HISTORY     - 1988     GOOD             USPSQD
 LW1646  HISTORY     - 19961020 MARK NOT FOUND   USPSQD
 LW1646
 LW1646                          STATION DESCRIPTION
 LW1646
 LW1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 LW1646'IN WAUREGAN.
 LW1646'IN A ROCK AND CONCRETE STEP AT THE EAST ENTRANCE TO MR. BILL JOHNSONS
 LW1646'HOUSE, 100 FEET WEST OF THE RAILROAD TRACKS, 76 FEET NORTH OF CENTER
 LW1646'OF DEPOT STREET, 3.2 FEET EAST OF THE EAST EDGE OF HOUSE IN AND NEAR
 LW1646'THE SOUTH END OF THE LOWER STEP.  REACH FROM THE JUNCTION OF STATE
 LW1646'HIGHWAYS 12 AND 205 IN WAUREGAN, GO EASTERLY ON PAVED ROAD FOR 0.2
 LW1646'MILES TO FORKS, KEEP LEFT CONTINUE FOR 0.15 MILES TO FORKS,KEEP
 LW1646'RIGHT, GO EAST ON DEPOT STREET FOR 0.15 MILE TO THE MARK ON LEFT.
 LW1646
 LW1646                          STATION RECOVERY (1984)
 LW1646
 LW1646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1646'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 2.9 KM (1.85 MI)
 LW1646'NORTH ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF STATE HIGHWAY 14
 LW1646'EAST IN CENTRAL VILLAGE, THENCE 0.7 KM (0.45 MI) EAST ALONG ALL
 LW1646'HALLOWS ROAD, THENCE 0.2 KM (0.15 MI) SOUTHEAST ALONG DEPOT ROAD TO
 LW1646'THE MARK ON THE LEFT, ON THE SOUTHEAST SIDE OF A SINGLE STORY HOUSE,
 LW1646'IN TOP OF THE STONE STEP ENTRANCE TO THE HOUSE, 23.16 METERS (76.0 FT)
 LW1646'NORTHEAST OF THE CENTER OF DEPOT ROAD, 30.48 METERS (100.0 FT)
 LW1646'NORTHWEST OF THE NORTHWEST RAIL OF THE PENN CENTRAL RAILROAD TRACKS,
 LW1646'0.97 METER (3.2 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE HOUSE.
 LW1646'THE MARK IS 0.30 M ABOVE ROAD.
 LW1646
 LW1646                          STATION RECOVERY (1988)
 LW1646
 LW1646'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1646'RECOVERED IN GOOD CONDITION.
 LW1646
 LW1646                          STATION RECOVERY (1996)
 LW1646
 LW1646'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0965 ***********************************************************************
 LX0965  DESIGNATION -  T 11
 LX0965  PID         -  LX0965
 LX0965  STATE/COUNTY-  CT/NEW HAVEN
 LX0965  USGS QUAD   -  SOUTHBURY (1984)
 LX0965
 LX0965                         *CURRENT SURVEY CONTROL
 LX0965  ___________________________________________________________________
 LX0965* NAD 83(1986)-  41 28 16.     (N)    073 11 57.     (W)     SCALED    
 LX0965* NAVD 88     -       122.329  (meters)     401.34   (feet)  ADJUSTED  
 LX0965  ___________________________________________________________________
 LX0965  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX0965  DYNAMIC HT  -         122.288 (meters)     401.21  (feet)  COMP
 LX0965  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX0965
 LX0965  VERT ORDER  -  SECOND    CLASS 0
 LX0965
 LX0965.The horizontal coordinates were scaled from a topographic map and have
 LX0965.an estimated accuracy of +/- 6 seconds.
 LX0965
 LX0965.The orthometric height was determined by differential leveling
 LX0965.and adjusted by the National Geodetic Survey in June 1991..
 LX0965
 LX0965.The geoid height was determined by GEOID03.
 LX0965
 LX0965.The dynamic height is computed by dividing the NAVD 88
 LX0965.geopotential number by the normal gravity value computed on the
 LX0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0965.degrees latitude (g = 980.6199 gals.).
 LX0965
 LX0965.The modeled gravity was interpolated from observed gravity values.
 LX0965
 LX0965;                    North         East    Units  Estimated Accuracy
 LX0965;SPC CT       -   223,330.      267,280.      MT  (+/- 180 meters Scaled)
 LX0965
 LX0965                          SUPERSEDED SURVEY CONTROL
 LX0965
 LX0965  NGVD 29 (??/??/92)  122.613  (m)          402.27   (f) ADJ UNCH    2 0
 LX0965
 LX0965.Superseded values are not recommended for survey control.
 LX0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0965.See file dsdata.txt to determine how the superseded data were derived.
 LX0965
 LX0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL503926(NAD 83)
 LX0965_MARKER: DB = BENCH MARK DISK
 LX0965_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0965_SP_SET: ABUTMENT
 LX0965_STAMPING: T 11 1935
 LX0965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0965
 LX0965  HISTORY     - Date     Condition        Report By
 LX0965  HISTORY     - 1935     MONUMENTED       CGS
 LX0965  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0965
 LX0965                          STATION DESCRIPTION
 LX0965
 LX0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0965'0.9 MI NE FROM SOUTHBURY.
 LX0965'0.9 MILE NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0965'RAILROAD FROM THE STATION AT SOUTHBURY, NEW HAVEN COUNTY, AT
 LX0965'25-FOOT STEEL-GIRDER HIGHWAY UNDERPASS 76.21, IN THE TOP OF THE
 LX0965'EAST END OF THE SOUTH ABUTMENT, 3 FEET NORTH OF THE SOUTH FACE,
 LX0965'2.5 FEET EAST OF THE EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE
 LX0965'TRACK.  A STANDARD DISK, STAMPED T 11 1935.  ABOUT 0.9 MILE
 LX0965'SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0965'FROM THE STATION AT SOUTHFORD, TOP OF NORTH RAIL AT THE CROSSING
 LX0965'OF THE CENTER LINE OF U.S. HIGHWAY 6.
 LX0965
 LX0965                          STATION RECOVERY (1983)
 LX0965
 LX0965'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0965'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0740 ***********************************************************************
 LX0740  DESIGNATION -  T 13
 LX0740  PID         -  LX0740
 LX0740  STATE/COUNTY-  CT/NEW HAVEN
 LX0740  USGS QUAD   -  WATERBURY (1984)
 LX0740
 LX0740                         *CURRENT SURVEY CONTROL
 LX0740  ___________________________________________________________________
 LX0740* NAD 83(1986)-  41 35 17.     (N)    073 03 04.     (W)     SCALED    
 LX0740* NAVD 88     -        87.857  (meters)     288.24   (feet)  ADJUSTED  
 LX0740  ___________________________________________________________________
 LX0740  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0740  DYNAMIC HT  -          87.828 (meters)     288.15  (feet)  COMP
 LX0740  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 LX0740
 LX0740  VERT ORDER  -  FIRST     CLASS II
 LX0740
 LX0740.The horizontal coordinates were scaled from a topographic map and have
 LX0740.an estimated accuracy of +/- 6 seconds.
 LX0740
 LX0740.The orthometric height was determined by differential leveling
 LX0740.and adjusted by the National Geodetic Survey in June 1991..
 LX0740.WARNING-Repeat measurements at this control monument indicate possible
 LX0740.vertical movement.
 LX0740
 LX0740.The geoid height was determined by GEOID03.
 LX0740
 LX0740.The dynamic height is computed by dividing the NAVD 88
 LX0740.geopotential number by the normal gravity value computed on the
 LX0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0740.degrees latitude (g = 980.6199 gals.).
 LX0740
 LX0740.The modeled gravity was interpolated from observed gravity values.
 LX0740
 LX0740;                    North         East    Units  Estimated Accuracy
 LX0740;SPC CT       -   236,260.      279,690.      MT  (+/- 180 meters Scaled)
 LX0740
 LX0740                          SUPERSEDED SURVEY CONTROL
 LX0740
 LX0740  NGVD 29 (??/??/92)   88.13   (m)          289.1    (f) COMPUTED    1 2
 LX0740
 LX0740.Superseded values are not recommended for survey control.
 LX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0740.See file dsdata.txt to determine how the superseded data were derived.
 LX0740
 LX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM624058(NAD 83)
 LX0740_MARKER: DB = BENCH MARK DISK
 LX0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0740_SP_SET: PARAPET
 LX0740_STAMPING: T 13=1935
 LX0740_MARK LOGO: CGS   
 LX0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0740
 LX0740  HISTORY     - Date     Condition        Report By
 LX0740  HISTORY     - 1935     MONUMENTED       CGS
 LX0740  HISTORY     - 1985     GOOD             NGS
 LX0740  HISTORY     - 19971018 GOOD             USPSQD
 LX0740
 LX0740                          STATION DESCRIPTION
 LX0740
 LX0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0740'IN WATERVILLE.
 LX0740'AT WATERVILLE, NEW HAVEN COUNTY, ON STATE HIGHWAY 8, AT FIRE
 LX0740'DEPARTMENT ENGINE HOUSE 9, 2 FEET EAST OF A POINT 3 FEET SOUTH
 LX0740'OF THE NORTHEAST CORNER, IN THE TOP OF THE NORTH PARAPET OF THE
 LX0740'DRIVE TO THE ENGINE HOUSE, 16 FEET NORTH OF THE CENTERLINE OF THE
 LX0740'DRIVE, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 LX0740'3 FEET HIGHER THAN THE ROADWAY.
 LX0740
 LX0740                          STATION RECOVERY (1985)
 LX0740
 LX0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0740'RECOVERED IN GOOD CONDITION.
 LX0740
 LX0740                          STATION RECOVERY (1997)
 LX0740
 LX0740'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0059 ***********************************************************************
 LX0059  DESIGNATION -  T 14
 LX0059  PID         -  LX0059
 LX0059  STATE/COUNTY-  CT/MIDDLESEX
 LX0059  USGS QUAD   -  MOODUS (1984)
 LX0059
 LX0059                         *CURRENT SURVEY CONTROL
 LX0059  ___________________________________________________________________
 LX0059* NAD 83(1986)-  41 34 41.     (N)    072 29 32.     (W)     SCALED    
 LX0059* NAVD 88     -       136.027  (meters)     446.28   (feet)  ADJUSTED  
 LX0059  ___________________________________________________________________
 LX0059  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX0059  DYNAMIC HT  -         135.980 (meters)     446.13  (feet)  COMP
 LX0059  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LX0059
 LX0059  VERT ORDER  -  SECOND    CLASS 0
 LX0059
 LX0059.The horizontal coordinates were scaled from a topographic map and have
 LX0059.an estimated accuracy of +/- 6 seconds.
 LX0059
 LX0059.The orthometric height was determined by differential leveling
 LX0059.and adjusted by the National Geodetic Survey in June 1991..
 LX0059
 LX0059.The geoid height was determined by GEOID03.
 LX0059
 LX0059.The dynamic height is computed by dividing the NAVD 88
 LX0059.geopotential number by the normal gravity value computed on the
 LX0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0059.degrees latitude (g = 980.6199 gals.).
 LX0059
 LX0059.The modeled gravity was interpolated from observed gravity values.
 LX0059
 LX0059;                    North         East    Units  Estimated Accuracy
 LX0059;SPC CT       -   235,140.      326,300.      MT  (+/- 180 meters Scaled)
 LX0059
 LX0059                          SUPERSEDED SURVEY CONTROL
 LX0059
 LX0059  NGVD 29 (??/??/92)  136.31   (m)          447.2    (f) COMPUTED    2 0
 LX0059
 LX0059.Superseded values are not recommended for survey control.
 LX0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0059.See file dsdata.txt to determine how the superseded data were derived.
 LX0059
 LX0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM090059(NAD 83)
 LX0059_MARKER: DB = BENCH MARK DISK
 LX0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0059_STAMPING: T 14 1935
 LX0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0059+STABILITY: SURFACE MOTION
 LX0059
 LX0059  HISTORY     - Date     Condition        Report By
 LX0059  HISTORY     - 1935     MONUMENTED       CGS
 LX0059  HISTORY     - 1936     GOOD             LOCENG
 LX0059  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0059  HISTORY     - 19970603 GOOD             USPSQD
 LX0059
 LX0059                          STATION DESCRIPTION
 LX0059
 LX0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0059'0.7 MI E FROM EAST HAMPTON.
 LX0059'ABOUT 0.7 MILE EAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0059'RAILROAD FROM THE STATION AT EAST HAMPTON, MIDDLESEX COUNTY, AT
 LX0059'THE SOUTHWEST CORNER OF DIRT-ROAD CROSSING 33.68, 22 FEET WEST
 LX0059'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER
 LX0059'LINE OF THE TRACK, 10 FEET SOUTH OF A ROW OF POLES, 6 FEET EAST
 LX0059'OF A WIRE FENCE, AND ABOUT 5 FEET HIGHER THAN THE TRACK.  A
 LX0059'STANDARD DISK, STAMPED T 14 1935 AND SET IN THE TOP OF A CONCRETE
 LX0059'POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.  NOTE-- BM IS
 LX0059'0.70 MILE EAST OF EAST HAMPTON INSTEAD OF WEST.
 LX0059
 LX0059                          STATION RECOVERY (1936)
 LX0059
 LX0059'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1936
 LX0059'RECOVERED IN GOOD CONDITION.
 LX0059
 LX0059                          STATION RECOVERY (1972)
 LX0059
 LX0059'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0059'MARK NOT FOUND.
 LX0059
 LX0059                          STATION RECOVERY (1997)
 LX0059
 LX0059'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0672 ***********************************************************************
 LX0672  DESIGNATION -  T 15
 LX0672  PID         -  LX0672
 LX0672  STATE/COUNTY-  CT/LITCHFIELD
 LX0672  USGS QUAD   -  NEW MILFORD (1984)
 LX0672
 LX0672                         *CURRENT SURVEY CONTROL
 LX0672  ___________________________________________________________________
 LX0672* NAD 83(1986)-  41 33 51.     (N)    073 24 26.     (W)     SCALED    
 LX0672* NAVD 88     -        62.425  (meters)     204.81   (feet)  ADJUSTED  
 LX0672  ___________________________________________________________________
 LX0672  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX0672  DYNAMIC HT  -          62.405 (meters)     204.74  (feet)  COMP
 LX0672  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 LX0672
 LX0672  VERT ORDER  -  SECOND    CLASS 0
 LX0672
 LX0672.The horizontal coordinates were scaled from a topographic map and have
 LX0672.an estimated accuracy of +/- 6 seconds.
 LX0672
 LX0672.The orthometric height was determined by differential leveling
 LX0672.and adjusted by the National Geodetic Survey in June 1991..
 LX0672
 LX0672.The geoid height was determined by GEOID03.
 LX0672
 LX0672.The dynamic height is computed by dividing the NAVD 88
 LX0672.geopotential number by the normal gravity value computed on the
 LX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0672.degrees latitude (g = 980.6199 gals.).
 LX0672
 LX0672.The modeled gravity was interpolated from observed gravity values.
 LX0672
 LX0672;                    North         East    Units  Estimated Accuracy
 LX0672;SPC CT       -   233,770.      249,980.      MT  (+/- 180 meters Scaled)
 LX0672
 LX0672                          SUPERSEDED SURVEY CONTROL
 LX0672
 LX0672  NGVD 29 (??/??/92)   62.707  (m)          205.73   (f) ADJ UNCH    2 0
 LX0672
 LX0672.Superseded values are not recommended for survey control.
 LX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0672.See file dsdata.txt to determine how the superseded data were derived.
 LX0672
 LX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM328026(NAD 83)
 LX0672_MARKER: DB = BENCH MARK DISK
 LX0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0672_SP_SET: ABUTMENT
 LX0672_STAMPING: T 15 1935
 LX0672_MARK LOGO: CGS   
 LX0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0672
 LX0672  HISTORY     - Date     Condition        Report By
 LX0672  HISTORY     - 1935     MONUMENTED       CGS
 LX0672  HISTORY     - 1960     GOOD             NGS
 LX0672  HISTORY     - 1983     GOOD             NGS
 LX0672  HISTORY     - 1984     GOOD             NGS
 LX0672
 LX0672                          STATION DESCRIPTION
 LX0672
 LX0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LX0672'0.9 MI S FROM NEW MILFORD.
 LX0672'0.9 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0672'FROM THE STATION AT NEW MILFORD, LITCHFIELD COUNTY, AT THE
 LX0672'400-FOOT STEEL BRIDGE OVER HOUSATONIC RIVER, IN THE WEST SIDE
 LX0672'OF THE NORTH ABUTMENT, 9 FEET WEST OF THE WEST RAIL, AND 4 FEET
 LX0672'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED T 15 1935.
 LX0672
 LX0672                          STATION RECOVERY (1983)
 LX0672
 LX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0672'RECOVERED IN GOOD CONDITION.
 LX0672
 LX0672                          STATION RECOVERY (1984)
 LX0672
 LX0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0672'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0513 ***********************************************************************
 MZ0513  DESIGNATION -  T 17
 MZ0513  PID         -  MZ0513
 MZ0513  STATE/COUNTY-  CT/LITCHFIELD
 MZ0513  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0513
 MZ0513                         *CURRENT SURVEY CONTROL
 MZ0513  ___________________________________________________________________
 MZ0513* NAD 83(1986)-  42 02 50.     (N)    073 19 39.     (W)     SCALED    
 MZ0513* NAVD 88     -       208.540  (meters)     684.18   (feet)  ADJUSTED  
 MZ0513  ___________________________________________________________________
 MZ0513  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 MZ0513  DYNAMIC HT  -         208.469 (meters)     683.95  (feet)  COMP
 MZ0513  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 MZ0513
 MZ0513  VERT ORDER  -  SECOND    CLASS 0
 MZ0513
 MZ0513.The horizontal coordinates were scaled from a topographic map and have
 MZ0513.an estimated accuracy of +/- 6 seconds.
 MZ0513
 MZ0513.The orthometric height was determined by differential leveling
 MZ0513.and adjusted by the National Geodetic Survey in June 1991..
 MZ0513
 MZ0513.The geoid height was determined by GEOID03.
 MZ0513
 MZ0513.The dynamic height is computed by dividing the NAVD 88
 MZ0513.geopotential number by the normal gravity value computed on the
 MZ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0513.degrees latitude (g = 980.6199 gals.).
 MZ0513
 MZ0513.The modeled gravity was interpolated from observed gravity values.
 MZ0513
 MZ0513;                    North         East    Units  Estimated Accuracy
 MZ0513;SPC CT       -   287,380.      256,990.      MT  (+/- 180 meters Scaled)
 MZ0513
 MZ0513                          SUPERSEDED SURVEY CONTROL
 MZ0513
 MZ0513  NGVD 29 (??/??/92)  208.751  (m)          684.88   (f) ADJ UNCH    2 0
 MZ0513
 MZ0513.Superseded values are not recommended for survey control.
 MZ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0513.See file dsdata.txt to determine how the superseded data were derived.
 MZ0513
 MZ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM384563(NAD 83)
 MZ0513_MARKER: DB = BENCH MARK DISK
 MZ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0513_STAMPING: T 17 1935
 MZ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0513+STABILITY: SURFACE MOTION
 MZ0513
 MZ0513  HISTORY     - Date     Condition        Report By
 MZ0513  HISTORY     - 1935     MONUMENTED       CGS
 MZ0513  HISTORY     - 1958     MARK NOT FOUND   NGS
 MZ0513  HISTORY     - 1972     MARK NOT FOUND   CTGS
 MZ0513  HISTORY     - 1984     MARK NOT FOUND   NGS
 MZ0513
 MZ0513                          STATION DESCRIPTION
 MZ0513
 MZ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 MZ0513'1.5 MI N FROM CANAAN.
 MZ0513'1.5 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 MZ0513'FROM THE STATION AT CANAAN, LITCHFIELD COUNTY, 330 FEET SOUTH OF THE
 MZ0513'CONNECTICUT-MASSACHUSETTS STATE LINE, 40 FEET SOUTHWEST OF U.S.
 MZ0513'HIGHWAY 7 CROSSING 83.16, 16 FEET WEST OF THE WEST RAIL, 9 FEET
 MZ0513'SOUTHWEST OF A POLE, 3 FEET EAST OF A FENCE LINE, AND LEVEL WITH THE
 MZ0513'RAIL. A STANDARD DISK, STAMPED T 17 1935 AND SET IN THE TOP OF A
 MZ0513'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE--DEEP SNOW MADE
 MZ0513'A THOROUGH SEARCH DIFFICULT, THEREFORE THE MARK MAY STILL BE THERE.
 MZ0513
 MZ0513                          STATION RECOVERY (1972)
 MZ0513
 MZ0513'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 MZ0513'MARK NOT FOUND.
 MZ0513
 MZ0513                          STATION RECOVERY (1984)
 MZ0513
 MZ0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 MZ0513'NOT RECOVERED, A NEW HIGHWAY BRIDGE HAS BEEN CONSTRUCTED IN THIS
 MZ0513'LOCATION AND MARK IS BELIEVED TO HAVE BEEN DESTROYED, EVIDENCE OF
 MZ0513'DIGGING IN THIS AREA WAS NOTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0728 ***********************************************************************
 LX0728  DESIGNATION -  T 19
 LX0728  PID         -  LX0728
 LX0728  STATE/COUNTY-  CT/LITCHFIELD
 LX0728  USGS QUAD   -  WEST TORRINGTON (1984)
 LX0728
 LX0728                         *CURRENT SURVEY CONTROL
 LX0728  ___________________________________________________________________
 LX0728* NAD 83(1986)-  41 48 02.     (N)    073 07 32.     (W)     SCALED    
 LX0728* NAVD 88     -       177.686  (meters)     582.96   (feet)  ADJUSTED  
 LX0728  ___________________________________________________________________
 LX0728  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX0728  DYNAMIC HT  -         177.628 (meters)     582.77  (feet)  COMP
 LX0728  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 LX0728
 LX0728  VERT ORDER  -  SECOND    CLASS 0
 LX0728
 LX0728.The horizontal coordinates were scaled from a topographic map and have
 LX0728.an estimated accuracy of +/- 6 seconds.
 LX0728
 LX0728.The orthometric height was determined by differential leveling
 LX0728.and adjusted by the National Geodetic Survey in June 1991..
 LX0728
 LX0728.The geoid height was determined by GEOID03.
 LX0728
 LX0728.The dynamic height is computed by dividing the NAVD 88
 LX0728.geopotential number by the normal gravity value computed on the
 LX0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0728.degrees latitude (g = 980.6199 gals.).
 LX0728
 LX0728.The modeled gravity was interpolated from observed gravity values.
 LX0728
 LX0728;                    North         East    Units  Estimated Accuracy
 LX0728;SPC CT       -   259,890.      273,590.      MT  (+/- 180 meters Scaled)
 LX0728
 LX0728                          SUPERSEDED SURVEY CONTROL
 LX0728
 LX0728  NGVD 29 (??/??/92)  177.929  (m)          583.76   (f) ADJ UNCH    2 0
 LX0728
 LX0728.Superseded values are not recommended for survey control.
 LX0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0728.See file dsdata.txt to determine how the superseded data were derived.
 LX0728
 LX0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM557293(NAD 83)
 LX0728_MARKER: DB = BENCH MARK DISK
 LX0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0728_SP_SET: ABUTMENT
 LX0728_STAMPING: T 19 1935
 LX0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0728
 LX0728  HISTORY     - Date     Condition        Report By
 LX0728  HISTORY     - 1935     MONUMENTED       CGS
 LX0728
 LX0728                          STATION DESCRIPTION
 LX0728
 LX0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0728'AT TORRINGTON.
 LX0728'AT TORRINGTON, LITCHFIELD COUNTY, ABOUT 800 FEET SOUTH OF THE
 LX0728'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT THE
 LX0728'AMERICAN BRASS CO. BUILDING, AT BRIDGE 46.58, IN THE TOP OF THE
 LX0728'EAST SIDE OF THE SOUTH ABUTMENT, 7 FEET EAST OF THE EAST TRACK,
 LX0728'AND ABOUT 7 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LX0728'STAMPED T 19 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0384 ***********************************************************************
 LX0384  DESIGNATION -  T 3
 LX0384  PID         -  LX0384
 LX0384  STATE/COUNTY-  CT/NEW HAVEN
 LX0384  USGS QUAD   -  NEW HAVEN (1984)
 LX0384
 LX0384                         *CURRENT SURVEY CONTROL
 LX0384  ___________________________________________________________________
 LX0384* NAD 83(1986)-  41 18 24.     (N)    072 55 30.     (W)     SCALED    
 LX0384* NAVD 88     -         7.278  (meters)      23.88   (feet)  ADJUSTED  
 LX0384  ___________________________________________________________________
 LX0384  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX0384  DYNAMIC HT  -           7.276 (meters)      23.87  (feet)  COMP
 LX0384  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0384
 LX0384  VERT ORDER  -  FIRST     CLASS I
 LX0384
 LX0384.The horizontal coordinates were scaled from a topographic map and have
 LX0384.an estimated accuracy of +/- 6 seconds.
 LX0384
 LX0384.The orthometric height was determined by differential leveling
 LX0384.and adjusted by the National Geodetic Survey in June 1991..
 LX0384
 LX0384.The geoid height was determined by GEOID03.
 LX0384
 LX0384.The dynamic height is computed by dividing the NAVD 88
 LX0384.geopotential number by the normal gravity value computed on the
 LX0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0384.degrees latitude (g = 980.6199 gals.).
 LX0384
 LX0384.The modeled gravity was interpolated from observed gravity values.
 LX0384
 LX0384;                    North         East    Units  Estimated Accuracy
 LX0384;SPC CT       -   204,980.      290,150.      MT  (+/- 180 meters Scaled)
 LX0384
 LX0384                          SUPERSEDED SURVEY CONTROL
 LX0384
 LX0384.No superseded survey control is available for this station.
 LX0384
 LX0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL737748(NAD 83)
 LX0384_MARKER: DB = BENCH MARK DISK
 LX0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0384_SP_SET: GRANITE STONE
 LX0384_STAMPING: ELEV 24.954 FT T 3 1922
 LX0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0384+STABILITY: SURFACE MOTION
 LX0384
 LX0384  HISTORY     - Date     Condition        Report By
 LX0384  HISTORY     - 1922     MONUMENTED       CGS
 LX0384  HISTORY     - 1965     GOOD             NGS
 LX0384  HISTORY     - 1978     GOOD             NGS
 LX0384  HISTORY     - 1988     GOOD             USPSQD
 LX0384
 LX0384                          STATION DESCRIPTION
 LX0384
 LX0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0384'AT NEW HAVEN.
 LX0384'AT NEW HAVEN, AT THE JUNCTION OF CHURCH STREET AND COURT STREET,
 LX0384'SET ON THE TOP OF THE GRANITE STONE WHICH PROJECTS OUT FROM THE
 LX0384'NORTHWEST CORNER OF THE POST OFFICE BUILDING (STONE APPEARS
 LX0384'TO BE PART OF THE FOUNDATION OF THE BUILDING), 36 1/2 FEET EAST
 LX0384'OF THE EAST CURB OF CHURCH STREET, 12 1/2 FEET SOUTH OF THE
 LX0384'SOUTH CURB OF COURT STREET, 2.5 FEET NORTH OF THE NORTHWEST CORNER
 LX0384'OF THE BUILDING AND ABOUT 2 FEET ABOVE THE LEVEL OF THE STREETS.
 LX0384
 LX0384                          STATION RECOVERY (1978)
 LX0384
 LX0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0384'RECOVERED IN GOOD CONDITION.
 LX0384
 LX0384                          STATION RECOVERY (1988)
 LX0384
 LX0384'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1172 ***********************************************************************
 LX1172  DESIGNATION -  T 31
 LX1172  PID         -  LX1172
 LX1172  STATE/COUNTY-  CT/FAIRFIELD
 LX1172  USGS QUAD   -  STAMFORD (1984)
 LX1172
 LX1172                         *CURRENT SURVEY CONTROL
 LX1172  ___________________________________________________________________
 LX1172* NAD 83(1986)-  41 02 30.     (N)    073 34 36.     (W)     SCALED    
 LX1172* NAVD 88     -        31.276  (meters)     102.61   (feet)  ADJUSTED  
 LX1172  ___________________________________________________________________
 LX1172  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX1172  DYNAMIC HT  -          31.265 (meters)     102.58  (feet)  COMP
 LX1172  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 LX1172
 LX1172  VERT ORDER  -  FIRST     CLASS I
 LX1172
 LX1172.The horizontal coordinates were scaled from a topographic map and have
 LX1172.an estimated accuracy of +/- 6 seconds.
 LX1172
 LX1172.The orthometric height was determined by differential leveling
 LX1172.and adjusted by the National Geodetic Survey in June 1991..
 LX1172
 LX1172.The geoid height was determined by GEOID03.
 LX1172
 LX1172.The dynamic height is computed by dividing the NAVD 88
 LX1172.geopotential number by the normal gravity value computed on the
 LX1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1172.degrees latitude (g = 980.6199 gals.).
 LX1172
 LX1172.The modeled gravity was interpolated from observed gravity values.
 LX1172
 LX1172;                    North         East    Units  Estimated Accuracy
 LX1172;SPC CT       -   175,870.      235,290.      MT  (+/- 180 meters Scaled)
 LX1172
 LX1172                          SUPERSEDED SURVEY CONTROL
 LX1172
 LX1172  NGVD 29 (??/??/92)   31.612  (m)          103.71   (f) ADJ UNCH    1 1
 LX1172
 LX1172.Superseded values are not recommended for survey control.
 LX1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1172.See file dsdata.txt to determine how the superseded data were derived.
 LX1172
 LX1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL196443(NAD 83)
 LX1172_MARKER: DB = BENCH MARK DISK
 LX1172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1172_SP_SET: BANNISTER OF BRIDGE
 LX1172_STAMPING: T 31 1965
 LX1172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1172
 LX1172  HISTORY     - Date     Condition        Report By
 LX1172  HISTORY     - 1965     MONUMENTED       CGS
 LX1172  HISTORY     - 1983     GOOD             NGS
 LX1172  HISTORY     - 1984     GOOD             USPSQD
 LX1172  HISTORY     - 1989     GOOD             USPSQD
 LX1172
 LX1172                          STATION DESCRIPTION
 LX1172
 LX1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1172'AT RIVERSIDE.
 LX1172'AT RIVERSIDE, ABOUT 0.05 MILE SOUTH ALONG RIVERSIDE AVENUE
 LX1172'FROM THE POST OFFICE AT RIVERSIDE, THENCE 0.4 MILE EAST ALONG
 LX1172'U.S. HIGHWAY 1, SET ON THE TOP OF THE NORTH END OF THE EAST
 LX1172'CONCRETE BANNISTER OF A BRIDGE OVER THE CONNECTICUT TURNPIKE,
 LX1172'130 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANE OF THE
 LX1172'HIGHWAY, 2 FEET EAST OF THE EAST CURB OF THE NORTHBOUND LANE
 LX1172'OF BRIDGE AND 3 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 LX1172
 LX1172                          STATION RECOVERY (1983)
 LX1172
 LX1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1172'RECOVERED IN GOOD CONDITION.
 LX1172
 LX1172                          STATION RECOVERY (1984)
 LX1172
 LX1172'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1172'RECOVERED IN GOOD CONDITION.
 LX1172
 LX1172                          STATION RECOVERY (1989)
 LX1172
 LX1172'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0782 ***********************************************************************
 LX0782  DESIGNATION -  T 32
 LX0782  PID         -  LX0782
 LX0782  STATE/COUNTY-  CT/FAIRFIELD
 LX0782  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0782
 LX0782                         *CURRENT SURVEY CONTROL
 LX0782  ___________________________________________________________________
 LX0782* NAD 83(1986)-  41 06 16.     (N)    073 25 50.     (W)     SCALED    
 LX0782* NAVD 88     -        37.609  (meters)     123.39   (feet)  ADJUSTED  
 LX0782  ___________________________________________________________________
 LX0782  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX0782  DYNAMIC HT  -          37.597 (meters)     123.35  (feet)  COMP
 LX0782  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 LX0782
 LX0782  VERT ORDER  -  FIRST     CLASS I
 LX0782
 LX0782.The horizontal coordinates were scaled from a topographic map and have
 LX0782.an estimated accuracy of +/- 6 seconds.
 LX0782
 LX0782.The orthometric height was determined by differential leveling
 LX0782.and adjusted by the National Geodetic Survey in June 1991..
 LX0782
 LX0782.The geoid height was determined by GEOID03.
 LX0782
 LX0782.The dynamic height is computed by dividing the NAVD 88
 LX0782.geopotential number by the normal gravity value computed on the
 LX0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0782.degrees latitude (g = 980.6199 gals.).
 LX0782
 LX0782.The modeled gravity was interpolated from observed gravity values.
 LX0782
 LX0782;                    North         East    Units  Estimated Accuracy
 LX0782;SPC CT       -   182,730.      247,630.      MT  (+/- 180 meters Scaled)
 LX0782
 LX0782                          SUPERSEDED SURVEY CONTROL
 LX0782
 LX0782  NGVD 29 (??/??/92)   37.943  (m)          124.48   (f) ADJ UNCH    1 1
 LX0782
 LX0782.Superseded values are not recommended for survey control.
 LX0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0782.See file dsdata.txt to determine how the superseded data were derived.
 LX0782
 LX0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL317515(NAD 83)
 LX0782_MARKER: DB = BENCH MARK DISK
 LX0782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0782_SP_SET: ABUTMENT
 LX0782_STAMPING: T 32 1965
 LX0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0782
 LX0782  HISTORY     - Date     Condition        Report By
 LX0782  HISTORY     - 1965     MONUMENTED       CGS
 LX0782  HISTORY     - 1983     GOOD             NGS
 LX0782  HISTORY     - 1985     GOOD             USPSQD
 LX0782  HISTORY     - 1989     GOOD             USPSQD
 LX0782  HISTORY     - 1989     GOOD             USPSQD
 LX0782  HISTORY     - 19990209 GOOD             USPSQD
 LX0782
 LX0782                          STATION DESCRIPTION
 LX0782
 LX0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0782'0.8 MI SW FROM NORWALK.
 LX0782'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX0782'OF WEST AVENUE AT NORWALK, NEAR THE INTERSECTION OF THE HIGHWAY
 LX0782'AND NORTH TAYLOR AVENUE, SET ON THE TOP OF THE SOUTHWEST END OF
 LX0782'THE NORTHWEST CONCRETE ABUTMENT OF THE NORTH TAYLOR AVENUE
 LX0782'OVERPASS OVER THE CONNECTICUT TURNPIKE, 230 FEET SOUTHEAST OF
 LX0782'THE CENTER LINE OF THE HIGHWAY, 7.7 FEET SOUTHWEST OF THE
 LX0782'SOUTHWEST CURB OF THE AVENUE AND 1/2 FOOT ABOVE THE LEVEL OF
 LX0782'THE AVENUE.
 LX0782
 LX0782                          STATION RECOVERY (1983)
 LX0782
 LX0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0782'RECOVERED IN GOOD CONDITION.
 LX0782
 LX0782                          STATION RECOVERY (1985)
 LX0782
 LX0782'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0782'RECOVERED IN GOOD CONDITION.
 LX0782
 LX0782                          STATION RECOVERY (1989)
 LX0782
 LX0782'RECOVERY NOTE BY US POWER SQUADRON 1989 (AV)
 LX0782'RECOVERED IN GOOD CONDITION.
 LX0782
 LX0782                          STATION RECOVERY (1989)
 LX0782
 LX0782'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0782'RECOVERED IN GOOD CONDITION.
 LX0782
 LX0782                          STATION RECOVERY (1999)
 LX0782
 LX0782'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0843 ***********************************************************************
 LX0843  DESIGNATION -  T 33
 LX0843  PID         -  LX0843
 LX0843  STATE/COUNTY-  CT/FAIRFIELD
 LX0843  USGS QUAD   -  BRIDGEPORT (1984)
 LX0843
 LX0843                         *CURRENT SURVEY CONTROL
 LX0843  ___________________________________________________________________
 LX0843* NAD 83(1986)-  41 11 23.     (N)    073 12 09.     (W)     SCALED    
 LX0843* NAVD 88     -        17.018  (meters)      55.83   (feet)  ADJUSTED  
 LX0843  ___________________________________________________________________
 LX0843  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0843  DYNAMIC HT  -          17.013 (meters)      55.82  (feet)  COMP
 LX0843  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 LX0843
 LX0843  VERT ORDER  -  FIRST     CLASS I
 LX0843
 LX0843.The horizontal coordinates were scaled from a topographic map and have
 LX0843.an estimated accuracy of +/- 6 seconds.
 LX0843
 LX0843.The orthometric height was determined by differential leveling
 LX0843.and adjusted by the National Geodetic Survey in June 1991..
 LX0843
 LX0843.The geoid height was determined by GEOID03.
 LX0843
 LX0843.The dynamic height is computed by dividing the NAVD 88
 LX0843.geopotential number by the normal gravity value computed on the
 LX0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0843.degrees latitude (g = 980.6199 gals.).
 LX0843
 LX0843.The modeled gravity was interpolated from observed gravity values.
 LX0843
 LX0843;                    North         East    Units  Estimated Accuracy
 LX0843;SPC CT       -   192,080.      266,840.      MT  (+/- 180 meters Scaled)
 LX0843
 LX0843                          SUPERSEDED SURVEY CONTROL
 LX0843
 LX0843  NGVD 29 (??/??/92)   17.352  (m)           56.93   (f) ADJ UNCH    1 1
 LX0843
 LX0843.Superseded values are not recommended for survey control.
 LX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0843.See file dsdata.txt to determine how the superseded data were derived.
 LX0843
 LX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL507613(NAD 83)
 LX0843_MARKER: DB = BENCH MARK DISK
 LX0843_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0843_STAMPING: T 33 1965
 LX0843_MARK LOGO: CGS   
 LX0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0843+STABILITY: SURFACE MOTION
 LX0843
 LX0843  HISTORY     - Date     Condition        Report By
 LX0843  HISTORY     - 1965     MONUMENTED       CGS
 LX0843  HISTORY     - 1982     GOOD             NGS
 LX0843  HISTORY     - 1985     GOOD             NGS
 LX0843
 LX0843                          STATION DESCRIPTION
 LX0843
 LX0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0843'AT BRIDGEPORT.
 LX0843'AT BRIDGEPORT, ABOUT 0.15 MILE NORTHWEST ALONG MADISON AVENUE
 LX0843'FROM THE INTERSECTION OF NORTH AVENUE, SET VERTICALLY IN THE
 LX0843'NORTHWEST FACE OF THE NORTH CORNER OF THE CONCRETE FOUNDATION
 LX0843'TO THE BOYS CLUB (A LARGE ONE-STORY RED BRICK BUILDING) 64 FEET
 LX0843'SOUTHWEST OF THE SOUTHWEST CURB LINE OF MADISON AVENUE, 1.3 FEET
 LX0843'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, 1.4 FEET ABOVE THE
 LX0843'BLACK TOP DRIVE ALONG THE NORTHWEST SIDE OF THE BUILDING AND 3
 LX0843'FEET ABOVE THE LEVEL OF THE AVENUE.
 LX0843
 LX0843                          STATION RECOVERY (1982)
 LX0843
 LX0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0843'RECOVERED IN GOOD CONDITION.
 LX0843
 LX0843                          STATION RECOVERY (1985)
 LX0843
 LX0843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0843'RECOVERED IN GOOD CONDITION.  THIS BUILDING IS NOW ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0375 ***********************************************************************
 LX0375  DESIGNATION -  T 34
 LX0375  PID         -  LX0375
 LX0375  STATE/COUNTY-  CT/NEW HAVEN
 LX0375  USGS QUAD   -  NEW HAVEN (1984)
 LX0375
 LX0375                         *CURRENT SURVEY CONTROL
 LX0375  ___________________________________________________________________
 LX0375* NAD 83(1986)-  41 16 54.     (N)    072 56 17.     (W)     SCALED    
 LX0375* NAVD 88     -         4.230  (meters)      13.88   (feet)  ADJUSTED  
 LX0375  ___________________________________________________________________
 LX0375  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0375  DYNAMIC HT  -           4.228 (meters)      13.87  (feet)  COMP
 LX0375  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 LX0375
 LX0375  VERT ORDER  -  FIRST     CLASS I
 LX0375
 LX0375.The horizontal coordinates were scaled from a topographic map and have
 LX0375.an estimated accuracy of +/- 6 seconds.
 LX0375
 LX0375.The orthometric height was determined by differential leveling
 LX0375.and adjusted by the National Geodetic Survey in June 1991..
 LX0375
 LX0375.The geoid height was determined by GEOID03.
 LX0375
 LX0375.The dynamic height is computed by dividing the NAVD 88
 LX0375.geopotential number by the normal gravity value computed on the
 LX0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0375.degrees latitude (g = 980.6199 gals.).
 LX0375
 LX0375.The modeled gravity was interpolated from observed gravity values.
 LX0375
 LX0375;                    North         East    Units  Estimated Accuracy
 LX0375;SPC CT       -   202,210.      289,050.      MT  (+/- 180 meters Scaled)
 LX0375
 LX0375                          SUPERSEDED SURVEY CONTROL
 LX0375
 LX0375  NGVD 29 (??/??/92)    4.550  (m)           14.93   (f) ADJ UNCH    1 1
 LX0375
 LX0375.Superseded values are not recommended for survey control.
 LX0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0375.See file dsdata.txt to determine how the superseded data were derived.
 LX0375
 LX0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL726720(NAD 83)
 LX0375_MARKER: DB = BENCH MARK DISK
 LX0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0375_SP_SET: ABUTMENT
 LX0375_STAMPING: T 34 1965
 LX0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0375
 LX0375  HISTORY     - Date     Condition        Report By
 LX0375  HISTORY     - 1965     MONUMENTED       CGS
 LX0375  HISTORY     - 1988     GOOD             USPSQD
 LX0375
 LX0375                          STATION DESCRIPTION
 LX0375
 LX0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0375'AT NEW HAVEN.
 LX0375'AT NEW HAVEN, SET ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 LX0375'CONCRETE ABUTMENT OF THE KIMBERLY AVENUE BRIDGE OVER THE WEST
 LX0375'RIVER, 7 FEET NORTHWEST OF THE NORTHWEST BRIDGE CURB, 1 FOOT EAST
 LX0375'OF THE WEST CORNER OF THE ABUTMENT AND 3 FEET BELOW THE LEVEL
 LX0375'OF THE AVENUE.
 LX0375
 LX0375                          STATION RECOVERY (1988)
 LX0375
 LX0375'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0115 ***********************************************************************
 LX0115  DESIGNATION -  T 35
 LX0115  PID         -  LX0115
 LX0115  STATE/COUNTY-  CT/NEW LONDON
 LX0115  USGS QUAD   -  OLD LYME (1976)
 LX0115
 LX0115                         *CURRENT SURVEY CONTROL
 LX0115  ___________________________________________________________________
 LX0115* NAD 83(1986)-  41 17 14.     (N)    072 17 43.     (W)     SCALED    
 LX0115* NAVD 88     -         7.977  (meters)      26.17   (feet)  ADJUSTED  
 LX0115  ___________________________________________________________________
 LX0115  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0115  DYNAMIC HT  -           7.974 (meters)      26.16  (feet)  COMP
 LX0115  MODELED GRAV-     980,279.7   (mgal)                       NAVD 88
 LX0115
 LX0115  VERT ORDER  -  FIRST     CLASS I
 LX0115
 LX0115.The horizontal coordinates were scaled from a topographic map and have
 LX0115.an estimated accuracy of +/- 6 seconds.
 LX0115
 LX0115.The orthometric height was determined by differential leveling
 LX0115.and adjusted by the National Geodetic Survey in June 1991..
 LX0115
 LX0115.The geoid height was determined by GEOID03.
 LX0115
 LX0115.The dynamic height is computed by dividing the NAVD 88
 LX0115.geopotential number by the normal gravity value computed on the
 LX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0115.degrees latitude (g = 980.6199 gals.).
 LX0115
 LX0115.The modeled gravity was interpolated from observed gravity values.
 LX0115
 LX0115;                    North         East    Units  Estimated Accuracy
 LX0115;SPC CT       -   202,910.      342,890.      MT  (+/- 180 meters Scaled)
 LX0115
 LX0115                          SUPERSEDED SURVEY CONTROL
 LX0115
 LX0115  NGVD 29 (??/??/92)    8.285  (m)           27.18   (f) ADJ UNCH    1 1
 LX0115
 LX0115.Superseded values are not recommended for survey control.
 LX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0115.See file dsdata.txt to determine how the superseded data were derived.
 LX0115
 LX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL264741(NAD 83)
 LX0115_MARKER: DB = BENCH MARK DISK
 LX0115_SETTING: 80 = SET IN A BOULDER
 LX0115_SP_SET: BOULDER
 LX0115_STAMPING: T 35 1965
 LX0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0115+STABILITY: SURFACE MOTION
 LX0115
 LX0115  HISTORY     - Date     Condition        Report By
 LX0115  HISTORY     - 1965     MONUMENTED       CGS
 LX0115  HISTORY     - 1983     GOOD             USPSQD
 LX0115  HISTORY     - 1987     GOOD             USPSQD
 LX0115  HISTORY     - 1988     GOOD             USPSQD
 LX0115  HISTORY     - 1988     GOOD             USPSQD
 LX0115  HISTORY     - 1989     GOOD             USPSQD
 LX0115  HISTORY     - 19900414 GOOD             USPSQD
 LX0115  HISTORY     - 20011001 GOOD             USPSQD
 LX0115
 LX0115                          STATION DESCRIPTION
 LX0115
 LX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0115'1 MI W FROM SOUND VIEW.
 LX0115'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 156 FROM THE SOUTH END
 LX0115'FIRE STATION OF OLD LYME AT SOUND VIEW, ABOUT 0.05 MILE EAST
 LX0115'OF THE INTERSECTION OF OLD SHORE ROAD AND OLD HIGHWAY 156,
 LX0115'SET ON THE TOP OF THE HIGHEST PART OF A 7-BY-5-FOOT EXPOSED PART
 LX0115'OF A LARGE BURIED BOULDER WHICH IS 1/2 FOOT ABOVE THE LEVEL OF
 LX0115'THE GROUND, 36.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 72
 LX0115'FEET EAST OF THE CENTER LINE OF ROAD LEADING SOUTH TO THE WILD
 LX0115'CREEK CLUB, 2 FEET NORTH OF A ROCK FENCE AND ABOUT LEVEL WITH
 LX0115'THE HIGHWAY.
 LX0115
 LX0115                          STATION RECOVERY (1983)
 LX0115
 LX0115'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0115'NOTE: SOUTH END FIRE STATION ON STATE HIGHWAY 156 HAS BEEN MOVED.
 LX0115'THIS STRUCTURE IS NOW THE OLD LYME POLICE DEPARTMENT. ALSO THE NAME
 LX0115'WILD CREEK CLUB SHOULD BE CHANGED TO MILE CREEK CLUB.
 LX0115
 LX0115                          STATION RECOVERY (1987)
 LX0115
 LX0115'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0115'RECOVERED IN GOOD CONDITION.
 LX0115
 LX0115                          STATION RECOVERY (1988)
 LX0115
 LX0115'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0115'RECOVERED IN GOOD CONDITION.
 LX0115
 LX0115                          STATION RECOVERY (1988)
 LX0115
 LX0115'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0115'RECOVERED IN GOOD CONDITION.
 LX0115
 LX0115                          STATION RECOVERY (1989)
 LX0115
 LX0115'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0115'RECOVERED IN GOOD CONDITION.
 LX0115
 LX0115                          STATION RECOVERY (1990)
 LX0115
 LX0115'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0115'RECOVERED IN GOOD CONDITION.
 LX0115
 LX0115                          STATION RECOVERY (2001)
 LX0115
 LX0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0459 ***********************************************************************
 LX0459  DESIGNATION -  T 36
 LX0459  PID         -  LX0459
 LX0459  STATE/COUNTY-  CT/NEW HAVEN
 LX0459  USGS QUAD   -  CLINTON (1984)
 LX0459
 LX0459                         *CURRENT SURVEY CONTROL
 LX0459  ___________________________________________________________________
 LX0459* NAD 83(1986)-  41 16 24.     (N)    072 34 12.     (W)     SCALED    
 LX0459* NAVD 88     -        10.566  (meters)      34.67   (feet)  ADJUSTED  
 LX0459  ___________________________________________________________________
 LX0459  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LX0459  DYNAMIC HT  -          10.562 (meters)      34.65  (feet)  COMP
 LX0459  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 LX0459
 LX0459  VERT ORDER  -  FIRST     CLASS I
 LX0459
 LX0459.The horizontal coordinates were scaled from a topographic map and have
 LX0459.an estimated accuracy of +/- 6 seconds.
 LX0459
 LX0459.The orthometric height was determined by differential leveling
 LX0459.and adjusted by the National Geodetic Survey in June 1991..
 LX0459
 LX0459.The geoid height was determined by GEOID03.
 LX0459
 LX0459.The dynamic height is computed by dividing the NAVD 88
 LX0459.geopotential number by the normal gravity value computed on the
 LX0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0459.degrees latitude (g = 980.6199 gals.).
 LX0459
 LX0459.The modeled gravity was interpolated from observed gravity values.
 LX0459
 LX0459;                    North         East    Units  Estimated Accuracy
 LX0459;SPC CT       -   201,280.      319,880.      MT  (+/- 180 meters Scaled)
 LX0459
 LX0459                          SUPERSEDED SURVEY CONTROL
 LX0459
 LX0459  NGVD 29 (??/??/92)   10.873  (m)           35.67   (f) ADJ UNCH    1 1
 LX0459
 LX0459.Superseded values are not recommended for survey control.
 LX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0459.See file dsdata.txt to determine how the superseded data were derived.
 LX0459
 LX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL035719(NAD 83)
 LX0459_MARKER: DB = BENCH MARK DISK
 LX0459_SETTING: 66 = SET IN ROCK OUTCROP
 LX0459_SP_SET: ROCK CUT
 LX0459_STAMPING: T 36 1965
 LX0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0459+STABILITY: POSITION/ELEVATION WELL
 LX0459
 LX0459  HISTORY     - Date     Condition        Report By
 LX0459  HISTORY     - 1965     MONUMENTED       CGS
 LX0459  HISTORY     - 1974     GOOD             CTGS
 LX0459  HISTORY     - 1988     GOOD             USPSQD
 LX0459  HISTORY     - 19940625 GOOD             USPSQD
 LX0459
 LX0459                          STATION DESCRIPTION
 LX0459
 LX0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0459'1.4 MI E FROM MADISON.
 LX0459'1.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0459'MADISON, ABOUT 0.2 MILE EAST OF A BLACK TOP ROAD INTERSECTION,
 LX0459'AT THE INSIDE OF A LONG CURVE, SET ON THE TOP OF A V SHAPED
 LX0459'ROCK LEDGE WHICH IS AT THE BASE OF A ROCK CUT, 21 1/2 FEET NORTH
 LX0459'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF THE HIGHEST
 LX0459'PART OF THE CUT, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0459
 LX0459                          STATION RECOVERY (1974)
 LX0459
 LX0459'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0459'RECOVERED IN GOOD CONDITION.
 LX0459
 LX0459                          STATION RECOVERY (1988)
 LX0459
 LX0459'RECOVERY NOTE BY US POWER SQUADRON 1988 (ELT)
 LX0459'RECOVERED IN GOOD CONDITION.
 LX0459
 LX0459                          STATION RECOVERY (1994)
 LX0459
 LX0459'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0185 ***********************************************************************
 LX0185  DESIGNATION -  T 37
 LX0185  PID         -  LX0185
 LX0185  STATE/COUNTY-  CT/NEW LONDON
 LX0185  USGS QUAD   -  NEW LONDON (1984)
 LX0185
 LX0185                         *CURRENT SURVEY CONTROL
 LX0185  ___________________________________________________________________
 LX0185* NAD 83(1986)-  41 19 54.     (N)    072 00 12.     (W)     SCALED    
 LX0185* NAVD 88     -         1.509  (meters)       4.95   (feet)  ADJUSTED  
 LX0185  ___________________________________________________________________
 LX0185  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LX0185  DYNAMIC HT  -           1.508 (meters)       4.95  (feet)  COMP
 LX0185  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LX0185
 LX0185  VERT ORDER  -  FIRST     CLASS I
 LX0185
 LX0185.The horizontal coordinates were scaled from a topographic map and have
 LX0185.an estimated accuracy of +/- 6 seconds.
 LX0185
 LX0185.The orthometric height was determined by differential leveling
 LX0185.and adjusted by the National Geodetic Survey in June 1991..
 LX0185
 LX0185.The geoid height was determined by GEOID03.
 LX0185
 LX0185.The dynamic height is computed by dividing the NAVD 88
 LX0185.geopotential number by the normal gravity value computed on the
 LX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0185.degrees latitude (g = 980.6199 gals.).
 LX0185
 LX0185.The modeled gravity was interpolated from observed gravity values.
 LX0185
 LX0185;                    North         East    Units  Estimated Accuracy
 LX0185;SPC CT       -   208,010.      367,300.      MT  (+/- 180 meters Scaled)
 LX0185
 LX0185                          SUPERSEDED SURVEY CONTROL
 LX0185
 LX0185  NGVD 29 (??/??/92)    1.802  (m)            5.91   (f) ADJ UNCH    1 1
 LX0185
 LX0185.Superseded values are not recommended for survey control.
 LX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0185.See file dsdata.txt to determine how the superseded data were derived.
 LX0185
 LX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL507799(NAD 83)
 LX0185_MARKER: DB = BENCH MARK DISK
 LX0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0185_SP_SET: PUMPING STATION CONCRETE BASE
 LX0185_STAMPING: T 37 1965
 LX0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0185
 LX0185  HISTORY     - Date     Condition        Report By
 LX0185  HISTORY     - 1965     MONUMENTED       CGS
 LX0185  HISTORY     - 1983     GOOD             USPSQD
 LX0185  HISTORY     - 1988     GOOD             USPSQD
 LX0185  HISTORY     - 1989     GOOD             USPSQD
 LX0185  HISTORY     - 1990     GOOD             USPSQD
 LX0185  HISTORY     - 19900310 GOOD             USPSQD
 LX0185  HISTORY     - 19901227 GOOD             USPSQD
 LX0185  HISTORY     - 20000107 GOOD             USPSQD
 LX0185
 LX0185                          STATION DESCRIPTION
 LX0185
 LX0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0185'0.7 MI NW FROM NOANK.
 LX0185'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 215 FROM THE RAILROAD
 LX0185'OVERPASS AT NOANK, THENCE 0.3 MILE WEST ALONG OLD BROOK STREET,
 LX0185'AT THE JUNCTION OF A BLACK TOP ROAD LEADING WEST, SET ON THE
 LX0185'TOP OF A 8-BY-6- FOOT CONCRETE BASE FOR AN ABANDONED PUMPING
 LX0185'STATION, 19 FEET EAST OF THE CENTER LINE OF BROOK STREET, 20 FEET
 LX0185'NORTH OF THE NORTH END OF THE NORTHEAST ROCK MASONARY WING
 LX0185'WALL OF A DOUBLE 36-INCH PIPE CULVERT FOR ECCLESTON BROOK, AND
 LX0185'ABOUT LEVEL WITH BROOK STREET.
 LX0185
 LX0185                          STATION RECOVERY (1983)
 LX0185
 LX0185'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0185'RECOVERED IN GOOD CONDITION.
 LX0185
 LX0185                          STATION RECOVERY (1988)
 LX0185
 LX0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0185'RECOVERED IN GOOD CONDITION.
 LX0185
 LX0185                          STATION RECOVERY (1989)
 LX0185
 LX0185'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0185'RECOVERED IN GOOD CONDITION.
 LX0185
 LX0185                          STATION RECOVERY (1990)
 LX0185
 LX0185'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0185'RECOVERED IN GOOD CONDITION.
 LX0185
 LX0185                          STATION RECOVERY (1990)
 LX0185
 LX0185'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0185'RECOVERED IN GOOD CONDITION.
 LX0185
 LX0185                          STATION RECOVERY (1990)
 LX0185
 LX0185'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0185'RECOVERED IN GOOD CONDITION.
 LX0185
 LX0185                          STATION RECOVERY (2000)
 LX0185
 LX0185'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0165 ***********************************************************************
 LX0165  DESIGNATION -  T 38
 LX0165  PID         -  LX0165
 LX0165  STATE/COUNTY-  CT/NEW LONDON
 LX0165  USGS QUAD   -  NEW LONDON (1984)
 LX0165
 LX0165                         *CURRENT SURVEY CONTROL
 LX0165  ___________________________________________________________________
 LX0165* NAD 83(1986)-  41 21 51.     (N)    072 04 41.     (W)     SCALED    
 LX0165* NAVD 88     -        25.315  (meters)      83.05   (feet)  ADJUSTED  
 LX0165  ___________________________________________________________________
 LX0165  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0165  DYNAMIC HT  -          25.306 (meters)      83.02  (feet)  COMP
 LX0165  MODELED GRAV-     980,276.7   (mgal)                       NAVD 88
 LX0165
 LX0165  VERT ORDER  -  FIRST     CLASS I
 LX0165
 LX0165.The horizontal coordinates were scaled from a topographic map and have
 LX0165.an estimated accuracy of +/- 6 seconds.
 LX0165
 LX0165.The orthometric height was determined by differential leveling
 LX0165.and adjusted by the National Geodetic Survey in June 1991..
 LX0165
 LX0165.The geoid height was determined by GEOID03.
 LX0165
 LX0165.The dynamic height is computed by dividing the NAVD 88
 LX0165.geopotential number by the normal gravity value computed on the
 LX0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0165.degrees latitude (g = 980.6199 gals.).
 LX0165
 LX0165.The modeled gravity was interpolated from observed gravity values.
 LX0165
 LX0165;                    North         East    Units  Estimated Accuracy
 LX0165;SPC CT       -   211,570.      361,020.      MT  (+/- 180 meters Scaled)
 LX0165
 LX0165                          SUPERSEDED SURVEY CONTROL
 LX0165
 LX0165  NGVD 29 (??/??/92)   25.606  (m)           84.01   (f) ADJ UNCH    1 1
 LX0165
 LX0165.Superseded values are not recommended for survey control.
 LX0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0165.See file dsdata.txt to determine how the superseded data were derived.
 LX0165
 LX0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL443833(NAD 83)
 LX0165_MARKER: DB = BENCH MARK DISK
 LX0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0165_SP_SET: OVERPASS
 LX0165_STAMPING: T 38 1965
 LX0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0165+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0165
 LX0165  HISTORY     - Date     Condition        Report By
 LX0165  HISTORY     - 1965     MONUMENTED       CGS
 LX0165  HISTORY     - 1983     GOOD             USPSQD
 LX0165  HISTORY     - 1988     GOOD             USPSQD
 LX0165  HISTORY     - 1989     GOOD             USPSQD
 LX0165  HISTORY     - 1990     GOOD             USPSQD
 LX0165  HISTORY     - 20000104 GOOD             USPSQD
 LX0165  HISTORY     - 20010415 GOOD             USPSQD
 LX0165  HISTORY     - 20020125 MARK NOT FOUND   USPSQD
 LX0165
 LX0165                          STATION DESCRIPTION
 LX0165
 LX0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0165'AT GROTON.
 LX0165'AT GROTON, ABOUT 0.3 MILE EAST AND SOUTHWEST FROM THE EAST END
 LX0165'OF THE LARGE HIGHWAY BRIDGE OVER THE THAMES RIVER, SET ON THE
 LX0165'TOP OF THE CONCRETE BASE FOR BANISTER OF OVERPASS OVER THE
 LX0165'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, 200 FEET NORTHEAST
 LX0165'OF THE CENTER LINE OF BRIDGE STREET, 5.5 FEET NORTHWEST OF THE
 LX0165'NORTHWEST CURB OF ROAD LEADING TO HIGHWAY BRIDGE OVER THE THAMES
 LX0165'RIVER, AND ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX0165'NOTE-- MARK MAY BE REACHED BY GOING 0.3 MILE SOUTHEAST
 LX0165'ALONG BRIDGE STREET FROM THE INTERSECTION OF FAIRVIEW AVENUE
 LX0165'AT GROTON.
 LX0165
 LX0165                          STATION RECOVERY (1983)
 LX0165
 LX0165'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0165'RECOVERED IN GOOD CONDITION.
 LX0165
 LX0165                          STATION RECOVERY (1988)
 LX0165
 LX0165'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0165'RECOVERED IN GOOD CONDITION.
 LX0165
 LX0165                          STATION RECOVERY (1989)
 LX0165
 LX0165'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0165'RECOVERED IN GOOD CONDITION.
 LX0165
 LX0165                          STATION RECOVERY (1990)
 LX0165
 LX0165'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0165'RECOVERED IN GOOD CONDITION.
 LX0165
 LX0165                          STATION RECOVERY (2000)
 LX0165
 LX0165'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0165'RECOVERED IN GOOD CONDITION.
 LX0165
 LX0165                          STATION RECOVERY (2001)
 LX0165
 LX0165'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0165'RECOVERED IN GOOD CONDITION.
 LX0165
 LX0165                          STATION RECOVERY (2002)
 LX0165
 LX0165'RECOVERY NOTE BY US POWER SQUADRON 2002 (JR)
 LX0165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0468 ***********************************************************************
 LX0468  DESIGNATION -  T 4=110
 LX0468  PID         -  LX0468
 LX0468  STATE/COUNTY-  CT/MIDDLESEX
 LX0468  USGS QUAD   -  CLINTON (1984)
 LX0468
 LX0468                         *CURRENT SURVEY CONTROL
 LX0468  ___________________________________________________________________
 LX0468* NAD 83(1986)-  41 16 48.     (N)    072 32 01.     (W)     SCALED    
 LX0468* NAVD 88     -         6.897  (meters)      22.63   (feet)  ADJUSTED  
 LX0468  ___________________________________________________________________
 LX0468  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX0468  DYNAMIC HT  -           6.895 (meters)      22.62  (feet)  COMP
 LX0468  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX0468
 LX0468  VERT ORDER  -  FIRST     CLASS I
 LX0468
 LX0468.The horizontal coordinates were scaled from a topographic map and have
 LX0468.an estimated accuracy of +/- 6 seconds.
 LX0468
 LX0468.The orthometric height was determined by differential leveling
 LX0468.and adjusted by the National Geodetic Survey in June 1991..
 LX0468
 LX0468.The geoid height was determined by GEOID03.
 LX0468
 LX0468.The dynamic height is computed by dividing the NAVD 88
 LX0468.geopotential number by the normal gravity value computed on the
 LX0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0468.degrees latitude (g = 980.6199 gals.).
 LX0468
 LX0468.The modeled gravity was interpolated from observed gravity values.
 LX0468
 LX0468;                    North         East    Units  Estimated Accuracy
 LX0468;SPC CT       -   202,030.      322,930.      MT  (+/- 180 meters Scaled)
 LX0468
 LX0468                          SUPERSEDED SURVEY CONTROL
 LX0468
 LX0468  NGVD 29 (??/??/92)    7.22   (m)           23.7    (f) COMPUTED    1 1
 LX0468
 LX0468.Superseded values are not recommended for survey control.
 LX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0468.See file dsdata.txt to determine how the superseded data were derived.
 LX0468
 LX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL065727(NAD 83)
 LX0468_MARKER: Z = SEE DESCRIPTION
 LX0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0468_SP_SET: STONE
 LX0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0468+STABILITY: SURFACE MOTION
 LX0468
 LX0468  HISTORY     - Date     Condition        Report By
 LX0468  HISTORY     - UNK      MONUMENTED       DOD
 LX0468  HISTORY     - 1965     GOOD             NGS
 LX0468
 LX0468                          STATION DESCRIPTION
 LX0468
 LX0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0468'AT CLINTON.
 LX0468'AT CLINTON, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE
 LX0468'POST OFFICE, THENCE 0.1 MILE NORTH ALONG COLD SPRING ROAD, ALONG
 LX0468'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, SET ON THE TOP
 LX0468'OF THE NORTHEAST CORNER OF THE TOP STONE ON THE NORTH END OF THE
 LX0468'WEST ABUTMENT OF THE OVERPASS OVER COLD HILL ROAD, 6.1 FEET
 LX0468'NORTH OF THE NORTH RAIL AND 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3579 ***********************************************************************
 DH3579  DESIGNATION -  T 477
 DH3579  PID         -  DH3579
 DH3579  STATE/COUNTY-  CT/LITCHFIELD
 DH3579  USGS QUAD   -  SHARON (1969)
 DH3579
 DH3579                         *CURRENT SURVEY CONTROL
 DH3579  ___________________________________________________________________
 DH3579* NAD 83(1986)-  41 57 15.     (N)    073 28 30.     (W)     SCALED    
 DH3579* NAVD 88     -       253.631  (meters)     832.12   (feet)  ADJUSTED  
 DH3579  ___________________________________________________________________
 DH3579  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 DH3579  DYNAMIC HT  -         253.541 (meters)     831.83  (feet)  COMP
 DH3579  MODELED GRAV-     980,264.2   (mgal)                       NAVD 88
 DH3579
 DH3579  VERT ORDER  -  SECOND    CLASS II
 DH3579
 DH3579.The horizontal coordinates were scaled from a topographic map and have
 DH3579.an estimated accuracy of +/- 6 seconds.
 DH3579
 DH3579.The orthometric height was determined by differential leveling
 DH3579.and adjusted by the National Geodetic Survey in June 2005..
 DH3579
 DH3579.The geoid height was determined by GEOID03.
 DH3579
 DH3579.The dynamic height is computed by dividing the NAVD 88
 DH3579.geopotential number by the normal gravity value computed on the
 DH3579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3579.degrees latitude (g = 980.6199 gals.).
 DH3579
 DH3579.The modeled gravity was interpolated from observed gravity values.
 DH3579
 DH3579;                    North         East    Units  Estimated Accuracy
 DH3579;SPC CT       -   277,130.      244,690.      MT  (+/- 180 meters Scaled)
 DH3579
 DH3579                          SUPERSEDED SURVEY CONTROL
 DH3579
 DH3579.No superseded survey control is available for this station.
 DH3579
 DH3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM263458(NAD 83)
 DH3579_MARKER: DD = SURVEY DISK
 DH3579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH3579_SP_SET: HEADWALL
 DH3579_STAMPING: T 477 2004
 DH3579_MARK LOGO: NYDT  
 DH3579_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3579+STABILITY: SURFACE MOTION
 DH3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3579+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 DH3579
 DH3579  HISTORY     - Date     Condition        Report By
 DH3579  HISTORY     - 20040924 MONUMENTED       NYDT
 DH3579
 DH3579                          STATION DESCRIPTION
 DH3579
 DH3579'DESCRIBED BY NY DEPT OF TRANSP 2004 (DES)
 DH3579'DESCRIBED BY MJ ENGINEERING AND LAND SURVEYING PC (2004) THE STATION
 DH3579'IS LOCATED IN THE SOUTHEASTERLY END OF A CONCRETE HEADWALL. IT IS 16.1
 DH3579'METERS SOUTHERLY OF CENTERLINE OF US HIGHWAY 44 AND 9.3 METERS
 DH3579'EASTERLY OF UTP SNET CO 49.TO REACH THE STATION FROM THE JUNCTION OF
 DH3579'US HIGHWAY 44 AND STATE HIGHWAY 22 IN THE CENTER OF THE VILLAGE OF
 DH3579'MILLERTON,  PROCEED EASTERLY ALONG US HIGHWAY 44 APPROXIMATELY 2.05
 DH3579'MILES (3.3KM) TO STATION ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1662 ***********************************************************************
 LX1662  DESIGNATION -  T 50
 LX1662  PID         -  LX1662
 LX1662  STATE/COUNTY-  CT/HARTFORD
 LX1662  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1662
 LX1662                         *CURRENT SURVEY CONTROL
 LX1662  ___________________________________________________________________
 LX1662* NAD 83(1986)-  41 45 40.     (N)    072 42 07.     (W)     SCALED    
 LX1662* NAVD 88     -        14.468  (meters)      47.47   (feet)  ADJUSTED  
 LX1662  ___________________________________________________________________
 LX1662  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX1662  DYNAMIC HT  -          14.464 (meters)      47.45  (feet)  COMP
 LX1662  MODELED GRAV-     980,331.1   (mgal)                       NAVD 88
 LX1662
 LX1662  VERT ORDER  -  FIRST     CLASS II
 LX1662
 LX1662.The horizontal coordinates were scaled from a topographic map and have
 LX1662.an estimated accuracy of +/- 6 seconds.
 LX1662
 LX1662.The orthometric height was determined by differential leveling
 LX1662.and adjusted by the National Geodetic Survey in June 1991..
 LX1662
 LX1662.The geoid height was determined by GEOID03.
 LX1662
 LX1662.The dynamic height is computed by dividing the NAVD 88
 LX1662.geopotential number by the normal gravity value computed on the
 LX1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1662.degrees latitude (g = 980.6199 gals.).
 LX1662
 LX1662.The modeled gravity was interpolated from observed gravity values.
 LX1662
 LX1662;                    North         East    Units  Estimated Accuracy
 LX1662;SPC CT       -   255,440.      308,800.      MT  (+/- 180 meters Scaled)
 LX1662
 LX1662                          SUPERSEDED SURVEY CONTROL
 LX1662
 LX1662.No superseded survey control is available for this station.
 LX1662
 LX1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM910258(NAD 83)
 LX1662_MARKER: DB = BENCH MARK DISK
 LX1662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1662_SP_SET: FOUNDATION
 LX1662_STAMPING: T 50 1978
 LX1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX1662+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 LX1662
 LX1662  HISTORY     - Date     Condition        Report By
 LX1662  HISTORY     - 1978     MONUMENTED       NGS
 LX1662  HISTORY     - 20041007 GOOD             GEOCAC
 LX1662
 LX1662                          STATION DESCRIPTION
 LX1662
 LX1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1662'IN HARTFORD.
 LX1662'0.55 MILE SOUTH ALONG HIGH AND TRINITY STREETS FROM THE POST OFFICE,
 LX1662'FEDERAL BUILDING IN HARTFORD TO THE JUNCTION OF TRINITY STREET AND
 LX1662'CAPITOL AVENUE, THENCE 1.1 MILE WEST ALONG CAPITOL AVENUE TO THE
 LX1662'MARK ON THE RIGHT, SET AT THE MAIN ENTRANCE TO THE STATE EMPLOYEES
 LX1662'ALLOCIATION BUILDING, 760 CAPITOL AVENUE, 1.65 MILE NORTHEAST OF
 LX1662'ELMWOOD, 0.25 MILE EAST OF THE INTERSECTION OF CAPITOL AVENUE AND
 LX1662'SISSON STREET, 14.5 FEET WEST OF THE EAST CORNER OF THE BUILDING,
 LX1662'12.3 FEET NORTHWEST OF A FLAG POLE, 22 FEET NORTHEAST OF A U.S.
 LX1662'MAIL BOX, 5.5 FEET EAST OF THE CENTER OF THE ENTRANCE DOOR TO THE
 LX1662'BUILDING.
 LX1662
 LX1662                          STATION RECOVERY (2004)
 LX1662
 LX1662'RECOVERY NOTE BY GEOCACHING 2004 (LJL)
 LX1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1636 ***********************************************************************
 LX1636  DESIGNATION -  T 51
 LX1636  PID         -  LX1636
 LX1636  STATE/COUNTY-  CT/NEW HAVEN
 LX1636  USGS QUAD   -  BRANFORD (1984)
 LX1636
 LX1636                         *CURRENT SURVEY CONTROL
 LX1636  ___________________________________________________________________
 LX1636* NAD 83(1986)-  41 29 28.     (N)    072 48 34.     (W)     SCALED    
 LX1636* NAVD 88     -        27.616  (meters)      90.60   (feet)  ADJUSTED  
 LX1636  ___________________________________________________________________
 LX1636  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX1636  DYNAMIC HT  -          27.608 (meters)      90.58  (feet)  COMP
 LX1636  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 LX1636
 LX1636  VERT ORDER  -  FIRST     CLASS II
 LX1636
 LX1636.The horizontal coordinates were scaled from a topographic map and have
 LX1636.an estimated accuracy of +/- 6 seconds.
 LX1636
 LX1636.The orthometric height was determined by differential leveling
 LX1636.and adjusted by the National Geodetic Survey in June 1991..
 LX1636
 LX1636.The geoid height was determined by GEOID03.
 LX1636
 LX1636.The dynamic height is computed by dividing the NAVD 88
 LX1636.geopotential number by the normal gravity value computed on the
 LX1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1636.degrees latitude (g = 980.6199 gals.).
 LX1636
 LX1636.The modeled gravity was interpolated from observed gravity values.
 LX1636
 LX1636;                    North         East    Units  Estimated Accuracy
 LX1636;SPC CT       -   225,450.      299,840.      MT  (+/- 180 meters Scaled)
 LX1636
 LX1636                          SUPERSEDED SURVEY CONTROL
 LX1636
 LX1636.No superseded survey control is available for this station.
 LX1636
 LX1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL828955(NAD 83)
 LX1636_MARKER: DB = BENCH MARK DISK
 LX1636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1636_SP_SET: BRIDGE
 LX1636_STAMPING: T 51 1978
 LX1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1636
 LX1636  HISTORY     - Date     Condition        Report By
 LX1636  HISTORY     - 1978     MONUMENTED       NGS
 LX1636  HISTORY     - 19990227 MARK NOT FOUND   USPSQD
 LX1636
 LX1636                          STATION DESCRIPTION
 LX1636
 LX1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1636'2.45 MILE NE FROM WALLINGFORD.
 LX1636'2.45 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE JUNCTION OF
 LX1636'STATE HIGHWAYS 5 AND 150 IN WALLINGFORD, 3.15 MILE SOUTHWEST ALONG
 LX1636'STATE HIGHWAY 5, FROM THE COMMEMORATIVE WORLD WAR MONUMENT AT THE
 LX1636'INTERSECTION OF HIGHWAY 5 AND EAST AND WEST MAIN STREET IN MERIDEN,
 LX1636'SET AT THE BASE OF THE SOUTHEAST ABUTMENT OF THE WILBUR CROSS
 LX1636'PARKWAY OVERPASS BRIDGE OVER HIGHWAY 5, 2 FEET SOUTH OF THE STEEL
 LX1636'SUPPORT OF THE BRIDGE 31 FEET SOUTHEAST OF THE CENTER LINE OF
 LX1636'HIGHWAY 5, 45 FEET NORTHEAST OF POWER POLE NUMBER 1519.
 LX1636
 LX1636                          STATION RECOVERY (1999)
 LX1636
 LX1636'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1995 ***********************************************************************
 LX1995  DESIGNATION -  T 53
 LX1995  PID         -  LX1995
 LX1995  STATE/COUNTY-  CT/LITCHFIELD
 LX1995  USGS QUAD   -  NORFOLK (1969)
 LX1995
 LX1995                         *CURRENT SURVEY CONTROL
 LX1995  ___________________________________________________________________
 LX1995* NAD 83(1986)-  41 57 48.     (N)    073 07 59.     (W)     SCALED    
 LX1995* NAVD 88     -       370.218  (meters)    1214.62   (feet)  ADJUSTED  
 LX1995  ___________________________________________________________________
 LX1995  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX1995  DYNAMIC HT  -         370.091 (meters)    1214.21  (feet)  COMP
 LX1995  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LX1995
 LX1995  VERT ORDER  -  FIRST     CLASS II
 LX1995
 LX1995.The horizontal coordinates were scaled from a topographic map and have
 LX1995.an estimated accuracy of +/- 6 seconds.
 LX1995
 LX1995.The orthometric height was determined by differential leveling
 LX1995.and adjusted by the National Geodetic Survey in June 1991..
 LX1995
 LX1995.The geoid height was determined by GEOID03.
 LX1995
 LX1995.The dynamic height is computed by dividing the NAVD 88
 LX1995.geopotential number by the normal gravity value computed on the
 LX1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1995.degrees latitude (g = 980.6199 gals.).
 LX1995
 LX1995.The modeled gravity was interpolated from observed gravity values.
 LX1995
 LX1995;                    North         East    Units  Estimated Accuracy
 LX1995;SPC CT       -   277,970.      273,050.      MT  (+/- 180 meters Scaled)
 LX1995
 LX1995                          SUPERSEDED SURVEY CONTROL
 LX1995
 LX1995.No superseded survey control is available for this station.
 LX1995
 LX1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM547473(NAD 83)
 LX1995_MARKER: DB = BENCH MARK DISK
 LX1995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1995_SP_SET: HEADWALL
 LX1995_STAMPING: T 53 1984
 LX1995_MARK LOGO: NGS   
 LX1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1995+STABILITY: SURFACE MOTION
 LX1995
 LX1995  HISTORY     - Date     Condition        Report By
 LX1995  HISTORY     - 1984     MONUMENTED       NGS
 LX1995
 LX1995                          STATION DESCRIPTION
 LX1995
 LX1995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1995'7.2 KM (4.5 MI) ESE FROM NORFOLK.
 LX1995'7.2 KM (4.5 MI) EAST-SOUTHEAST ALONG U.S. HIGHWAY 44 FROM THE TOWN
 LX1995'HALL IN NORFOLK TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF
 LX1995'THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 13.10 METERS
 LX1995'(43.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 0.30 METER (1.0 FT)
 LX1995'EAST OF THE WEST END OF THE SOUTH HEADWALL.
 LX1995'THE MARK IS 7.37 METERS  S FROM A WITNESS POST.
 LX1995'THE MARK IS 0.91 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1877 ***********************************************************************
 LX1877  DESIGNATION -  T 54
 LX1877  PID         -  LX1877
 LX1877  STATE/COUNTY-  CT/FAIRFIELD
 LX1877  USGS QUAD   -  BETHEL (1984)
 LX1877
 LX1877                         *CURRENT SURVEY CONTROL
 LX1877  ___________________________________________________________________
 LX1877* NAD 83(1986)-  41 16 12.     (N)    073 26 32.     (W)     SCALED    
 LX1877* NAVD 88     -       107.574  (meters)     352.93   (feet)  ADJUSTED  
 LX1877  ___________________________________________________________________
 LX1877  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1877  DYNAMIC HT  -         107.538 (meters)     352.81  (feet)  COMP
 LX1877  MODELED GRAV-     980,284.2   (mgal)                       NAVD 88
 LX1877
 LX1877  VERT ORDER  -  FIRST     CLASS II
 LX1877
 LX1877.The horizontal coordinates were scaled from a topographic map and have
 LX1877.an estimated accuracy of +/- 6 seconds.
 LX1877
 LX1877.The orthometric height was determined by differential leveling
 LX1877.and adjusted by the National Geodetic Survey in June 1991..
 LX1877
 LX1877.The geoid height was determined by GEOID03.
 LX1877
 LX1877.The dynamic height is computed by dividing the NAVD 88
 LX1877.geopotential number by the normal gravity value computed on the
 LX1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1877.degrees latitude (g = 980.6199 gals.).
 LX1877
 LX1877.The modeled gravity was interpolated from observed gravity values.
 LX1877
 LX1877;                    North         East    Units  Estimated Accuracy
 LX1877;SPC CT       -   201,130.      246,800.      MT  (+/- 180 meters Scaled)
 LX1877
 LX1877                          SUPERSEDED SURVEY CONTROL
 LX1877
 LX1877.No superseded survey control is available for this station.
 LX1877
 LX1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL304699(NAD 83)
 LX1877_MARKER: DB = BENCH MARK DISK
 LX1877_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1877_SP_SET: RETAINING WALL
 LX1877_STAMPING: T 54 1984
 LX1877_MARK LOGO: NGS   
 LX1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1877+STABILITY: SURFACE MOTION
 LX1877
 LX1877  HISTORY     - Date     Condition        Report By
 LX1877  HISTORY     - 1984     MONUMENTED       NGS
 LX1877  HISTORY     - 19930415 GOOD             USPSQD
 LX1877
 LX1877                          STATION DESCRIPTION
 LX1877
 LX1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1877'6.7 KM (4.17 MI) SE FROM RIDGEFIELD.
 LX1877'6.7 KM (4.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1877'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE RIGHT, IN TOP OF A
 LX1877'RETAINING WALL OF A BRIDGE OVER THE NORWALK RIVER AND A ROAD LEADING
 LX1877'TO BRANDSTROM INSTRUMENTS COMPANY, 27.74 METERS (91.0 FT) SOUTHWEST OF
 LX1877'THE CENTERLINE OF THE HIGHWAY, 2.44 METERS (8.0 FT) NORTHWEST OF THE
 LX1877'CENTER OF THE ROAD, 0.21 METER (0.7 FT) SOUTHWEST OF THE NORTHEAST END
 LX1877'OF THE RETAINING WALL.
 LX1877'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX1877
 LX1877                          STATION RECOVERY (1993)
 LX1877
 LX1877'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2034 ***********************************************************************
 LX2034  DESIGNATION -  T 55
 LX2034  PID         -  LX2034
 LX2034  STATE/COUNTY-  CT/HARTFORD
 LX2034  USGS QUAD   -  TARIFFVILLE (1984)
 LX2034
 LX2034                         *CURRENT SURVEY CONTROL
 LX2034  ___________________________________________________________________
 LX2034* NAD 83(1986)-  41 57 09.     (N)    072 45 55.     (W)     SCALED    
 LX2034* NAVD 88     -        66.922  (meters)     219.56   (feet)  ADJUSTED  
 LX2034  ___________________________________________________________________
 LX2034  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX2034  DYNAMIC HT  -          66.903 (meters)     219.50  (feet)  COMP
 LX2034  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 LX2034
 LX2034  VERT ORDER  -  FIRST     CLASS II
 LX2034
 LX2034.The horizontal coordinates were scaled from a topographic map and have
 LX2034.an estimated accuracy of +/- 6 seconds.
 LX2034
 LX2034.The orthometric height was determined by differential leveling
 LX2034.and adjusted by the National Geodetic Survey in June 1991..
 LX2034
 LX2034.The geoid height was determined by GEOID03.
 LX2034
 LX2034.The dynamic height is computed by dividing the NAVD 88
 LX2034.geopotential number by the normal gravity value computed on the
 LX2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2034.degrees latitude (g = 980.6199 gals.).
 LX2034
 LX2034.The modeled gravity was interpolated from observed gravity values.
 LX2034
 LX2034;                    North         East    Units  Estimated Accuracy
 LX2034;SPC CT       -   276,700.      303,530.      MT  (+/- 180 meters Scaled)
 LX2034
 LX2034                          SUPERSEDED SURVEY CONTROL
 LX2034
 LX2034.No superseded survey control is available for this station.
 LX2034
 LX2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM852469(NAD 83)
 LX2034_MARKER: I = METAL ROD
 LX2034_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2034+WITH SETTING: INFORMATION.
 LX2034_SP_SET: SHALLOW SET METAL ROD
 LX2034_STAMPING: T 55 1984
 LX2034_MARK LOGO: NGS   
 LX2034_PROJECTION: FLUSH
 LX2034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2034_ROD/PIPE-DEPTH: 2.4  meters
 LX2034
 LX2034  HISTORY     - Date     Condition        Report By
 LX2034  HISTORY     - 1984     MONUMENTED       NGS
 LX2034
 LX2034                          STATION DESCRIPTION
 LX2034
 LX2034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2034'2.1 KM (1.3 MI) EAST FROM GRANBY.
 LX2034'2.1 KM (1.3 MI) EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF U.S.
 LX2034'HIGHWAY 202 IN GRANBY TO THE JUNCTION OF GRANGER CIRCLE AND THE MARK
 LX2034'ON THE RIGHT, ON THE NORTH SIDE OF POWER POLE 30K 33, ALSO 3.5 KM
 LX2034'(2.2 MI) WEST ALONG HIGHWAY 20 FROM THE JUNCTION OF STATE HIGHWAY 187
 LX2034'IN EAST GRANBY, 9.90 METERS (32.5 FT) SOUTH OF THE CENTERLINE OF
 LX2034'HIGHWAY 20, 10.05 METERS (33.0 FT) EAST OF THE CENTER OF GRANGER
 LX2034'CIRCLE, 0.70 METER (2.3 FT) NORTH OF THE POWER POLES.  NOTE--SEVERAL
 LX2034'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 LX2034'2.4 METERS.
 LX2034'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LX2034'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1687 ***********************************************************************
 LW1687  DESIGNATION -  T 56
 LW1687  PID         -  LW1687
 LW1687  STATE/COUNTY-  CT/WINDHAM
 LW1687  USGS QUAD   -  DANIELSON (1970)
 LW1687
 LW1687                         *CURRENT SURVEY CONTROL
 LW1687  ___________________________________________________________________
 LW1687* NAD 83(1986)-  41 51 50.     (N)    071 53 00.     (W)     SCALED    
 LW1687* NAVD 88     -        81.134  (meters)     266.19   (feet)  ADJUSTED  
 LW1687  ___________________________________________________________________
 LW1687  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LW1687  DYNAMIC HT  -          81.106 (meters)     266.10  (feet)  COMP
 LW1687  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LW1687
 LW1687  VERT ORDER  -  FIRST     CLASS II
 LW1687
 LW1687.The horizontal coordinates were scaled from a topographic map and have
 LW1687.an estimated accuracy of +/- 6 seconds.
 LW1687
 LW1687.The orthometric height was determined by differential leveling
 LW1687.and adjusted by the National Geodetic Survey in June 1991..
 LW1687
 LW1687.The geoid height was determined by GEOID03.
 LW1687
 LW1687.The dynamic height is computed by dividing the NAVD 88
 LW1687.geopotential number by the normal gravity value computed on the
 LW1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1687.degrees latitude (g = 980.6199 gals.).
 LW1687
 LW1687.The modeled gravity was interpolated from observed gravity values.
 LW1687
 LW1687;                    North         East    Units  Estimated Accuracy
 LW1687;SPC CT       -   267,220.      376,760.      MT  (+/- 180 meters Scaled)
 LW1687
 LW1687                          SUPERSEDED SURVEY CONTROL
 LW1687
 LW1687.No superseded survey control is available for this station.
 LW1687
 LW1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG606386(NAD 83)
 LW1687_MARKER: DB = BENCH MARK DISK
 LW1687_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1687_SP_SET: ABUTMENT
 LW1687_STAMPING: T 56 1984
 LW1687_MARK LOGO: NGS   
 LW1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1687
 LW1687  HISTORY     - Date     Condition        Report By
 LW1687  HISTORY     - 1984     MONUMENTED       NGS
 LW1687  HISTORY     - 19961207 GOOD             USPSQD
 LW1687
 LW1687                          STATION DESCRIPTION
 LW1687
 LW1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1687'7.4 KM (4.6 MI) SSE FROM PUTNAM.
 LW1687'7.4 KM (4.6 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 LW1687'JUNCTION OF U.S. HIGHWAY 44 IN PUTNAM TO THE MARK ON THE RIGHT, IN TOP
 LW1687'OF THE WEST SIDE OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER
 LW1687'FIVEMILE RIVER, 0.2 KM (0.15 MI) SOUTHWEST OF THE INTERSECTION OF
 LW1687'ATTAWAUGAN CROSSING ROAD, 5.80 METERS (19.0 FT) WEST OF THE CENTERLINE
 LW1687'OF THE HIGHWAY, 0.73 METER (2.4 FT) SOUTH OF THE NORTH END OF THE WEST
 LW1687'CONCRETE GUARD RAIL OF THE BRIDGE.
 LW1687'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1687
 LW1687                          STATION RECOVERY (1996)
 LW1687
 LW1687'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1919 ***********************************************************************
 LX1919  DESIGNATION -  T 57
 LX1919  PID         -  LX1919
 LX1919  STATE/COUNTY-  CT/LITCHFIELD
 LX1919  USGS QUAD   -  NEW MILFORD (1984)
 LX1919
 LX1919                         *CURRENT SURVEY CONTROL
 LX1919  ___________________________________________________________________
 LX1919* NAD 83(1986)-  41 34 12.     (N)    073 24 50.     (W)     SCALED    
 LX1919* NAVD 88     -        61.871  (meters)     202.99   (feet)  ADJUSTED  
 LX1919  ___________________________________________________________________
 LX1919  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX1919  DYNAMIC HT  -          61.850 (meters)     202.92  (feet)  COMP
 LX1919  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LX1919
 LX1919  VERT ORDER  -  FIRST     CLASS II
 LX1919
 LX1919.The horizontal coordinates were scaled from a topographic map and have
 LX1919.an estimated accuracy of +/- 6 seconds.
 LX1919
 LX1919.The orthometric height was determined by differential leveling
 LX1919.and adjusted by the National Geodetic Survey in June 1991..
 LX1919
 LX1919.The geoid height was determined by GEOID03.
 LX1919
 LX1919.The dynamic height is computed by dividing the NAVD 88
 LX1919.geopotential number by the normal gravity value computed on the
 LX1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1919.degrees latitude (g = 980.6199 gals.).
 LX1919
 LX1919.The modeled gravity was interpolated from observed gravity values.
 LX1919
 LX1919;                    North         East    Units  Estimated Accuracy
 LX1919;SPC CT       -   234,430.      249,430.      MT  (+/- 180 meters Scaled)
 LX1919
 LX1919                          SUPERSEDED SURVEY CONTROL
 LX1919
 LX1919.No superseded survey control is available for this station.
 LX1919
 LX1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM322032(NAD 83)
 LX1919_MARKER: DB = BENCH MARK DISK
 LX1919_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1919_SP_SET: ABUTMENT
 LX1919_STAMPING: T 57 1984
 LX1919_MARK LOGO: NGS   
 LX1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1919+STABILITY: SURFACE MOTION
 LX1919
 LX1919  HISTORY     - Date     Condition        Report By
 LX1919  HISTORY     - 1984     MONUMENTED       NGS
 LX1919
 LX1919                          STATION DESCRIPTION
 LX1919
 LX1919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1919'IN NEW MILFORD.
 LX1919'IN NEW MILFORD, AT THE NORTHEAST END OF THE CONCRETE BASE OF A STEEL
 LX1919'GUARD RAIL (ALSO ABUTMENT) OF THE HIGHWAY BRIDGE OVER LITTLE BROOK
 LX1919'ALONG U.S. HIGHWAYS 7 AND 202, 3.78 METERS (12.4 FT) EAST OF THE
 LX1919'CENTERLINE OF THE HIGHWAY, 13.68 METERS (44.9 FT) SOUTHWEST OF UTILITY
 LX1919'POLE 3652.
 LX1919'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1968 ***********************************************************************
 LX1968  DESIGNATION -  T 58
 LX1968  PID         -  LX1968
 LX1968  STATE/COUNTY-  CT/LITCHFIELD
 LX1968  USGS QUAD   -  CORNWALL (1984)
 LX1968
 LX1968                         *CURRENT SURVEY CONTROL
 LX1968  ___________________________________________________________________
 LX1968* NAD 83(1986)-  41 52 09.     (N)    073 21 54.     (W)     SCALED    
 LX1968* NAVD 88     -       156.745  (meters)     514.25   (feet)  ADJUSTED  
 LX1968  ___________________________________________________________________
 LX1968  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX1968  DYNAMIC HT  -         156.689 (meters)     514.07  (feet)  COMP
 LX1968  MODELED GRAV-     980,267.8   (mgal)                       NAVD 88
 LX1968
 LX1968  VERT ORDER  -  FIRST     CLASS II
 LX1968
 LX1968.The horizontal coordinates were scaled from a topographic map and have
 LX1968.an estimated accuracy of +/- 6 seconds.
 LX1968
 LX1968.The orthometric height was determined by differential leveling
 LX1968.and adjusted by the National Geodetic Survey in June 1991..
 LX1968
 LX1968.The geoid height was determined by GEOID03.
 LX1968
 LX1968.The dynamic height is computed by dividing the NAVD 88
 LX1968.geopotential number by the normal gravity value computed on the
 LX1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1968.degrees latitude (g = 980.6199 gals.).
 LX1968
 LX1968.The modeled gravity was interpolated from observed gravity values.
 LX1968
 LX1968;                    North         East    Units  Estimated Accuracy
 LX1968;SPC CT       -   267,620.      253,740.      MT  (+/- 180 meters Scaled)
 LX1968
 LX1968                          SUPERSEDED SURVEY CONTROL
 LX1968
 LX1968.No superseded survey control is available for this station.
 LX1968
 LX1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM356365(NAD 83)
 LX1968_MARKER: DB = BENCH MARK DISK
 LX1968_SETTING: 66 = SET IN ROCK OUTCROP
 LX1968_SP_SET: ROCK OUTCROP
 LX1968_STAMPING: T 58 1984
 LX1968_MARK LOGO: NGS   
 LX1968_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1968+STABILITY: POSITION/ELEVATION WELL
 LX1968
 LX1968  HISTORY     - Date     Condition        Report By
 LX1968  HISTORY     - 1984     MONUMENTED       NGS
 LX1968  HISTORY     - 1985     GOOD             NGS
 LX1968
 LX1968                          STATION DESCRIPTION
 LX1968
 LX1968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1968'6.8 KM (4.25 MI) NORTH FROM CORNWALL BRIDGE.
 LX1968'6.8 KM (4.25 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1968'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A LOWER LEDGE OF A
 LX1968'LARGE ROCK CUT, 4.72 METERS (15.5 FT) NORTHWEST OF THE CENTERLINE OF
 LX1968'THE HIGHWAY, 22.86 METERS (75.0 FT) SOUTHWEST OF THE HIGHEST POINT OF
 LX1968'THE ROCK CUT.
 LX1968'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 LX1968'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LX1968
 LX1968                          STATION RECOVERY (1985)
 LX1968
 LX1968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1944 ***********************************************************************
 LX1944  DESIGNATION -  T 59
 LX1944  PID         -  LX1944
 LX1944  STATE/COUNTY-  CT/LITCHFIELD
 LX1944  USGS QUAD   -  KENT (1971)
 LX1944
 LX1944                         *CURRENT SURVEY CONTROL
 LX1944  ___________________________________________________________________
 LX1944* NAD 83(1986)-  41 42 35.     (N)    073 29 16.     (W)     SCALED    
 LX1944* NAVD 88     -       109.736  (meters)     360.03   (feet)  ADJUSTED  
 LX1944  ___________________________________________________________________
 LX1944  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX1944  DYNAMIC HT  -         109.698 (meters)     359.90  (feet)  COMP
 LX1944  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LX1944
 LX1944  VERT ORDER  -  FIRST     CLASS II
 LX1944
 LX1944.The horizontal coordinates were scaled from a topographic map and have
 LX1944.an estimated accuracy of +/- 6 seconds.
 LX1944
 LX1944.The orthometric height was determined by differential leveling
 LX1944.and adjusted by the National Geodetic Survey in June 1991..
 LX1944
 LX1944.The geoid height was determined by GEOID03.
 LX1944
 LX1944.The dynamic height is computed by dividing the NAVD 88
 LX1944.geopotential number by the normal gravity value computed on the
 LX1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1944.degrees latitude (g = 980.6199 gals.).
 LX1944
 LX1944.The modeled gravity was interpolated from observed gravity values.
 LX1944
 LX1944;                    North         East    Units  Estimated Accuracy
 LX1944;SPC CT       -   249,990.      243,400.      MT  (+/- 180 meters Scaled)
 LX1944
 LX1944                          SUPERSEDED SURVEY CONTROL
 LX1944
 LX1944.No superseded survey control is available for this station.
 LX1944
 LX1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM258186(NAD 83)
 LX1944_MARKER: DB = BENCH MARK DISK
 LX1944_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1944_SP_SET: HEADWALL
 LX1944_STAMPING: T 59 1984
 LX1944_MARK LOGO: NGS   
 LX1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1944+STABILITY: SURFACE MOTION
 LX1944
 LX1944  HISTORY     - Date     Condition        Report By
 LX1944  HISTORY     - 1984     MONUMENTED       NGS
 LX1944
 LX1944                          STATION DESCRIPTION
 LX1944
 LX1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1944'1.8 KM (1.15 MI) SOUTH FROM KENT.
 LX1944'1.8 KM (1.15 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1944'HIGHWAY 341 IN KENT TO THE MARK ON THE LEFT, IN TOP OF THE NORTHEAST
 LX1944'END OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY,
 LX1944'4.27 METERS (14.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1944'0.27 METERS (0.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 LX1944'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 LX1944'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1707 ***********************************************************************
 LW1707  DESIGNATION -  T 62
 LW1707  PID         -  LW1707
 LW1707  STATE/COUNTY-  CT/WINDHAM
 LW1707  USGS QUAD   -  PLAINFIELD (1983)
 LW1707
 LW1707                         *CURRENT SURVEY CONTROL
 LW1707  ___________________________________________________________________
 LW1707* NAD 83(1986)-  41 39 51.     (N)    071 55 09.     (W)     SCALED    
 LW1707* NAVD 88     -        51.400  (meters)     168.63   (feet)  ADJUSTED  
 LW1707  ___________________________________________________________________
 LW1707  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW1707  DYNAMIC HT  -          51.381 (meters)     168.57  (feet)  COMP
 LW1707  MODELED GRAV-     980,268.6   (mgal)                       NAVD 88
 LW1707
 LW1707  VERT ORDER  -  FIRST     CLASS II
 LW1707
 LW1707.The horizontal coordinates were scaled from a topographic map and have
 LW1707.an estimated accuracy of +/- 6 seconds.
 LW1707
 LW1707.The orthometric height was determined by differential leveling
 LW1707.and adjusted by the National Geodetic Survey in June 1991..
 LW1707
 LW1707.The geoid height was determined by GEOID03.
 LW1707
 LW1707.The dynamic height is computed by dividing the NAVD 88
 LW1707.geopotential number by the normal gravity value computed on the
 LW1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1707.degrees latitude (g = 980.6199 gals.).
 LW1707
 LW1707.The modeled gravity was interpolated from observed gravity values.
 LW1707
 LW1707;                    North         East    Units  Estimated Accuracy
 LW1707;SPC CT       -   245,010.      373,990.      MT  (+/- 180 meters Scaled)
 LW1707
 LW1707                          SUPERSEDED SURVEY CONTROL
 LW1707
 LW1707.No superseded survey control is available for this station.
 LW1707
 LW1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG569166(NAD 83)
 LW1707_MARKER: DB = BENCH MARK DISK
 LW1707_SETTING: 80 = SET IN A BOULDER
 LW1707_SP_SET: BOULDER
 LW1707_STAMPING: T 62 1984
 LW1707_MARK LOGO: NGS   
 LW1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1707
 LW1707  HISTORY     - Date     Condition        Report By
 LW1707  HISTORY     - 1984     MONUMENTED       NGS
 LW1707  HISTORY     - 19961020 GOOD             USPSQD
 LW1707
 LW1707                          STATION DESCRIPTION
 LW1707
 LW1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1707'2.0 KM (1.25 MI) SSW FROM PLAINFIELD.
 LW1707'2.0 KM (1.25 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 LW1707'JUNCTION OF STATE HIGHWAY 14A WEST IN PLAINFIELD, THENCE 0.1 KM
 LW1707'(0.05 MI) EAST ALONG OLD NORWICH ROAD TO THE MARK ON THE LEFT, IN A
 LW1707'WOODED AREA IN TOP OF A 3.0 BY 3.0 METER (10 BY 10 FT) BOULDER
 LW1707'PROJECTING 1.2 METERS (4 FT) ABOVE THE GROUND, 14.78 METERS (48.5 FT)
 LW1707'NORTH OF THE CENTER OF OLD NORWICH ROAD, 45.72 METERS (150.0 FT) EAST
 LW1707'OF THE CENTERLINE OF HIGHWAY 12, 12.19 METERS (40.0 FT) NORTHWEST OF
 LW1707'POWER POLE 2802.
 LW1707'THE MARK IS 2.43 M ABOVE HIGHWAY.
 LW1707
 LW1707                          STATION RECOVERY (1996)
 LW1707
 LW1707'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2082 ***********************************************************************
 LX2082  DESIGNATION -  T 63
 LX2082  PID         -  LX2082
 LX2082  STATE/COUNTY-  CT/TOLLAND
 LX2082  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2082
 LX2082                         *CURRENT SURVEY CONTROL
 LX2082  ___________________________________________________________________
 LX2082* NAD 83(1986)-  41 58 11.     (N)    072 20 31.     (W)     SCALED    
 LX2082* NAVD 88     -       160.524  (meters)     526.65   (feet)  ADJUSTED  
 LX2082  ___________________________________________________________________
 LX2082  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX2082  DYNAMIC HT  -         160.473 (meters)     526.49  (feet)  COMP
 LX2082  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LX2082
 LX2082  VERT ORDER  -  FIRST     CLASS II
 LX2082
 LX2082.The horizontal coordinates were scaled from a topographic map and have
 LX2082.an estimated accuracy of +/- 6 seconds.
 LX2082
 LX2082.The orthometric height was determined by differential leveling
 LX2082.and adjusted by the National Geodetic Survey in June 1991..
 LX2082
 LX2082.The geoid height was determined by GEOID03.
 LX2082
 LX2082.The dynamic height is computed by dividing the NAVD 88
 LX2082.geopotential number by the normal gravity value computed on the
 LX2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2082.degrees latitude (g = 980.6199 gals.).
 LX2082
 LX2082.The modeled gravity was interpolated from observed gravity values.
 LX2082
 LX2082;                    North         East    Units  Estimated Accuracy
 LX2082;SPC CT       -   278,690.      338,630.      MT  (+/- 180 meters Scaled)
 LX2082
 LX2082                          SUPERSEDED SURVEY CONTROL
 LX2082
 LX2082.No superseded survey control is available for this station.
 LX2082
 LX2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM202498(NAD 83)
 LX2082_MARKER: DB = BENCH MARK DISK
 LX2082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2082_SP_SET: HEADWALL
 LX2082_STAMPING: T 63 1984
 LX2082_MARK LOGO: NGS   
 LX2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2082+STABILITY: SURFACE MOTION
 LX2082
 LX2082  HISTORY     - Date     Condition        Report By
 LX2082  HISTORY     - 1984     MONUMENTED       NGS
 LX2082
 LX2082                          STATION DESCRIPTION
 LX2082
 LX2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2082'4.6 KM (2.85 MI) WEST FROM STAFFORD SPRINGS.
 LX2082'4.6 KM (2.85 MI) WEST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2082'STAFFORD SPRINGS TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST
 LX2082'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.10 METERS (20.0 FT)
 LX2082'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.54 METERS (51.0 FT)
 LX2082'SOUTHWEST OF THE CENTER OF THE DRIVEWAY TO HOUSE 390, 0.58 METER
 LX2082'(1.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 LX2082'THE MARK IS 0.75 METERS  SSE FROM A WITNESS POST.
 LX2082'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2131 ***********************************************************************
 LX2131  DESIGNATION -  T 64
 LX2131  PID         -  LX2131
 LX2131  STATE/COUNTY-  CT/NEW LONDON
 LX2131  USGS QUAD   -  WILLIMANTIC (1984)
 LX2131
 LX2131                         *CURRENT SURVEY CONTROL
 LX2131  ___________________________________________________________________
 LX2131* NAD 83(1986)-  41 38 01.     (N)    072 07 48.     (W)     SCALED    
 LX2131* NAVD 88     -        46.196  (meters)     151.56   (feet)  ADJUSTED  
 LX2131  ___________________________________________________________________
 LX2131  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX2131  DYNAMIC HT  -          46.180 (meters)     151.51  (feet)  COMP
 LX2131  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LX2131
 LX2131  VERT ORDER  -  FIRST     CLASS II
 LX2131
 LX2131.The horizontal coordinates were scaled from a topographic map and have
 LX2131.an estimated accuracy of +/- 6 seconds.
 LX2131
 LX2131.The orthometric height was determined by differential leveling
 LX2131.and adjusted by the National Geodetic Survey in June 1991..
 LX2131
 LX2131.The geoid height was determined by GEOID03.
 LX2131
 LX2131.The dynamic height is computed by dividing the NAVD 88
 LX2131.geopotential number by the normal gravity value computed on the
 LX2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2131.degrees latitude (g = 980.6199 gals.).
 LX2131
 LX2131.The modeled gravity was interpolated from observed gravity values.
 LX2131
 LX2131;                    North         East    Units  Estimated Accuracy
 LX2131;SPC CT       -   241,460.      356,460.      MT  (+/- 180 meters Scaled)
 LX2131
 LX2131                          SUPERSEDED SURVEY CONTROL
 LX2131
 LX2131.No superseded survey control is available for this station.
 LX2131
 LX2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM390130(NAD 83)
 LX2131_MARKER: DB = BENCH MARK DISK
 LX2131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2131_SP_SET: HEADWALL
 LX2131_STAMPING: T 64 1984
 LX2131_MARK LOGO: NGS   
 LX2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2131+STABILITY: SURFACE MOTION
 LX2131
 LX2131  HISTORY     - Date     Condition        Report By
 LX2131  HISTORY     - 1984     MONUMENTED       NGS
 LX2131  HISTORY     - 19901008 MARK NOT FOUND   USPSQD
 LX2131
 LX2131                          STATION DESCRIPTION
 LX2131
 LX2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2131'3.0 KM (1.9 MI) ESE FROM NORTH FRANKLIN.
 LX2131'3.0 KM (1.9 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 207 FROM THE
 LX2131'JUNCTION OF STATE HIGHWAY 32 IN NORTH FRANKLIN TO THE MARK ON THE
 LX2131'LEFT, IN TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A
 LX2131'CONCRETE CULVERT UNDER THE HIGHWAY, 0.1 KM (0.05 MI) SOUTHEAST OF THE
 LX2131'JUNCTION OF AYER ROAD, 7.31 METERS (24.0 FT) NORTHEAST OF THE
 LX2131'CENTERLINE OF THE HIGHWAY, 0.24 METERS (0.8 FT) NORTHWEST OF THE
 LX2131'SOUTHEAST END OF THE HEADWALL.
 LX2131'THE MARK IS 0.18 M BELOW HIGHWAY.
 LX2131
 LX2131                          STATION RECOVERY (1990)
 LX2131
 LX2131'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2160 ***********************************************************************
 LX2160  DESIGNATION -  T 65
 LX2160  PID         -  LX2160
 LX2160  STATE/COUNTY-  CT/TOLLAND
 LX2160  USGS QUAD   -  ROCKVILLE (1984)
 LX2160
 LX2160                         *CURRENT SURVEY CONTROL
 LX2160  ___________________________________________________________________
 LX2160* NAD 83(1986)-  41 45 21.     (N)    072 24 01.     (W)     SCALED    
 LX2160* NAVD 88     -       106.029  (meters)     347.86   (feet)  ADJUSTED  
 LX2160  ___________________________________________________________________
 LX2160  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2160  DYNAMIC HT  -         105.992 (meters)     347.74  (feet)  COMP
 LX2160  MODELED GRAV-     980,279.6   (mgal)                       NAVD 88
 LX2160
 LX2160  VERT ORDER  -  FIRST     CLASS II
 LX2160
 LX2160.The horizontal coordinates were scaled from a topographic map and have
 LX2160.an estimated accuracy of +/- 6 seconds.
 LX2160
 LX2160.The orthometric height was determined by differential leveling
 LX2160.and adjusted by the National Geodetic Survey in June 1991..
 LX2160
 LX2160.The geoid height was determined by GEOID03.
 LX2160
 LX2160.The dynamic height is computed by dividing the NAVD 88
 LX2160.geopotential number by the normal gravity value computed on the
 LX2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2160.degrees latitude (g = 980.6199 gals.).
 LX2160
 LX2160.The modeled gravity was interpolated from observed gravity values.
 LX2160
 LX2160;                    North         East    Units  Estimated Accuracy
 LX2160;SPC CT       -   254,910.      333,890.      MT  (+/- 180 meters Scaled)
 LX2160
 LX2160                          SUPERSEDED SURVEY CONTROL
 LX2160
 LX2160.No superseded survey control is available for this station.
 LX2160
 LX2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM161259(NAD 83)
 LX2160_MARKER: DB = BENCH MARK DISK
 LX2160_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2160_SP_SET: HEADWALL
 LX2160_STAMPING: T 65 1984
 LX2160_MARK LOGO: NGS   
 LX2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2160+STABILITY: SURFACE MOTION
 LX2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2160+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 LX2160
 LX2160  HISTORY     - Date     Condition        Report By
 LX2160  HISTORY     - 1984     MONUMENTED       NGS
 LX2160  HISTORY     - 20020129 GOOD             USPSQD
 LX2160
 LX2160                          STATION DESCRIPTION
 LX2160
 LX2160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2160'2.7 KM (1.7 MI) NW FROM ANDOVER.
 LX2160'2.7 KM (1.7 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2160'ANDOVER TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHWEST END OF THE
 LX2160'NORTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 0.1 KM (0.05 MI)
 LX2160'SOUTHEAST OF THE JUNCTION OF HENDEE ROAD, 10.67 METERS (35.0 FT)
 LX2160'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.34 METERS (40.5 FT)
 LX2160'EAST-SOUTHEAST OF UTILITY POLE 866, 0.18 METERS (0.6 FT) SOUTHEAST OF
 LX2160'THE NORTHWEST END OF THE HEADWALL.
 LX2160'THE MARK IS 6.70 METERS  NE FROM A WITNESS POST.
 LX2160'THE MARK IS 3.05 M BELOW HIGHWAY.
 LX2160
 LX2160                          STATION RECOVERY (2002)
 LX2160
 LX2160'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2115 ***********************************************************************
 LX2115  DESIGNATION -  T 66
 LX2115  PID         -  LX2115
 LX2115  STATE/COUNTY-  CT/WINDHAM
 LX2115  USGS QUAD   -  EASTFORD (1983)
 LX2115
 LX2115                         *CURRENT SURVEY CONTROL
 LX2115  ___________________________________________________________________
 LX2115* NAD 83(1986)-  41 58 48.     (N)    072 01 55.     (W)     SCALED    
 LX2115* NAVD 88     -       241.796  (meters)     793.29   (feet)  ADJUSTED  
 LX2115  ___________________________________________________________________
 LX2115  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2115  DYNAMIC HT  -         241.716 (meters)     793.03  (feet)  COMP
 LX2115  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX2115
 LX2115  VERT ORDER  -  FIRST     CLASS II
 LX2115
 LX2115.The horizontal coordinates were scaled from a topographic map and have
 LX2115.an estimated accuracy of +/- 6 seconds.
 LX2115
 LX2115.The orthometric height was determined by differential leveling
 LX2115.and adjusted by the National Geodetic Survey in June 1991..
 LX2115
 LX2115.The geoid height was determined by GEOID03.
 LX2115
 LX2115.The dynamic height is computed by dividing the NAVD 88
 LX2115.geopotential number by the normal gravity value computed on the
 LX2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2115.degrees latitude (g = 980.6199 gals.).
 LX2115
 LX2115.The modeled gravity was interpolated from observed gravity values.
 LX2115
 LX2115;                    North         East    Units  Estimated Accuracy
 LX2115;SPC CT       -   280,000.      364,310.      MT  (+/- 180 meters Scaled)
 LX2115
 LX2115                          SUPERSEDED SURVEY CONTROL
 LX2115
 LX2115.No superseded survey control is available for this station.
 LX2115
 LX2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM458518(NAD 83)
 LX2115_MARKER: DB = BENCH MARK DISK
 LX2115_SETTING: 66 = SET IN ROCK OUTCROP
 LX2115_SP_SET: ROCK OUTCROP
 LX2115_STAMPING: T 66 1984
 LX2115_MARK LOGO: NGS   
 LX2115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2115+STABILITY: POSITION/ELEVATION WELL
 LX2115
 LX2115  HISTORY     - Date     Condition        Report By
 LX2115  HISTORY     - 1984     MONUMENTED       NGS
 LX2115  HISTORY     - 19961001 GOOD             USPSQD
 LX2115
 LX2115                          STATION DESCRIPTION
 LX2115
 LX2115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2115'3.7 KM (2.3 MI) WEST FROM NORTH WOODSTOCK.
 LX2115'3.7 KM (2.3 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2115'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE JUNCTION OF ANDREWS ROAD
 LX2115'AND THE MARK ON THE RIGHT, IN TOP OF A SMALL ROCK CUT, 24.99 METERS
 LX2115'(82.0 FT) WEST OF THE JUNCTION OF THE HIGHWAY, 42.06 METERS (138.0 FT)
 LX2115'NORTH OF THE CENTER OF THE ROAD, 0.76 METER (2.5 FT) EAST OF THE WEST
 LX2115'END OF THE CUT.
 LX2115'THE MARK IS 0.65 METERS  W FROM A WITNESS POST.
 LX2115'THE MARK IS 0.7 M ABOVE ROAD.
 LX2115
 LX2115                          STATION RECOVERY (1996)
 LX2115
 LX2115'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2227 ***********************************************************************
 LX2227  DESIGNATION -  T 67
 LX2227  PID         -  LX2227
 LX2227  STATE/COUNTY-  CT/MIDDLESEX
 LX2227  USGS QUAD   -  HADDAM (1971)
 LX2227
 LX2227                         *CURRENT SURVEY CONTROL
 LX2227  ___________________________________________________________________
 LX2227* NAD 83(1986)-  41 29 07.     (N)    072 31 06.     (W)     SCALED    
 LX2227* NAVD 88     -         4.440  (meters)      14.57   (feet)  ADJUSTED  
 LX2227  ___________________________________________________________________
 LX2227  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX2227  DYNAMIC HT  -           4.439 (meters)      14.56  (feet)  COMP
 LX2227  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 LX2227
 LX2227  VERT ORDER  -  FIRST     CLASS II
 LX2227
 LX2227.The horizontal coordinates were scaled from a topographic map and have
 LX2227.an estimated accuracy of +/- 6 seconds.
 LX2227
 LX2227.The orthometric height was determined by differential leveling
 LX2227.and adjusted by the National Geodetic Survey in June 1991..
 LX2227
 LX2227.The geoid height was determined by GEOID03.
 LX2227
 LX2227.The dynamic height is computed by dividing the NAVD 88
 LX2227.geopotential number by the normal gravity value computed on the
 LX2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2227.degrees latitude (g = 980.6199 gals.).
 LX2227
 LX2227.The modeled gravity was interpolated from observed gravity values.
 LX2227
 LX2227;                    North         East    Units  Estimated Accuracy
 LX2227;SPC CT       -   224,830.      324,150.      MT  (+/- 180 meters Scaled)
 LX2227
 LX2227                          SUPERSEDED SURVEY CONTROL
 LX2227
 LX2227.No superseded survey control is available for this station.
 LX2227
 LX2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL071956(NAD 83)
 LX2227_MARKER: DB = BENCH MARK DISK
 LX2227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2227_SP_SET: HEADWALL
 LX2227_STAMPING: T 67 1984
 LX2227_MARK LOGO: NGS   
 LX2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2227+STABILITY: SURFACE MOTION
 LX2227
 LX2227  HISTORY     - Date     Condition        Report By
 LX2227  HISTORY     - 1984     MONUMENTED       NGS
 LX2227
 LX2227                          STATION DESCRIPTION
 LX2227
 LX2227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2227'1.9 KM (1.2 MI) NORTH FROM HADDAM.
 LX2227'1.9 KM (1.2 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2227'HADDAM TO THE MARK ON THE RIGHT, AT THE ENTRANCE TO THE HADDAM MEADOWS
 LX2227'STATE PARK, 10.9 METERS (36.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 LX2227'HIGHWAY 9A, 4.7 METERS (15.5 FT) NORTHWEST OF THE CENTER OF THE
 LX2227'ENTRANCE ROAD TO THE PARK.
 LX2227'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LX2227'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2237 ***********************************************************************
 LX2237  DESIGNATION -  T 69
 LX2237  PID         -  LX2237
 LX2237  STATE/COUNTY-  CT/MIDDLESEX
 LX2237  USGS QUAD   -  DEEP RIVER (1971)
 LX2237
 LX2237                         *CURRENT SURVEY CONTROL
 LX2237  ___________________________________________________________________
 LX2237* NAD 83(1986)-  41 25 55.     (N)    072 27 22.     (W)     SCALED    
 LX2237* NAVD 88     -        22.460  (meters)      73.69   (feet)  ADJUSTED  
 LX2237  ___________________________________________________________________
 LX2237  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX2237  DYNAMIC HT  -          22.452 (meters)      73.66  (feet)  COMP
 LX2237  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX2237
 LX2237  VERT ORDER  -  FIRST     CLASS II
 LX2237
 LX2237.The horizontal coordinates were scaled from a topographic map and have
 LX2237.an estimated accuracy of +/- 6 seconds.
 LX2237
 LX2237.The orthometric height was determined by differential leveling
 LX2237.and adjusted by the National Geodetic Survey in June 1991..
 LX2237
 LX2237.The geoid height was determined by GEOID03.
 LX2237
 LX2237.The dynamic height is computed by dividing the NAVD 88
 LX2237.geopotential number by the normal gravity value computed on the
 LX2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2237.degrees latitude (g = 980.6199 gals.).
 LX2237
 LX2237.The modeled gravity was interpolated from observed gravity values.
 LX2237
 LX2237;                    North         East    Units  Estimated Accuracy
 LX2237;SPC CT       -   218,920.      329,360.      MT  (+/- 180 meters Scaled)
 LX2237
 LX2237                          SUPERSEDED SURVEY CONTROL
 LX2237
 LX2237.No superseded survey control is available for this station.
 LX2237
 LX2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL125898(NAD 83)
 LX2237_MARKER: DB = BENCH MARK DISK
 LX2237_SETTING: 66 = SET IN ROCK OUTCROP
 LX2237_SP_SET: ROCK OUTCROP
 LX2237_STAMPING: T 69 1984
 LX2237_MARK LOGO: NGS   
 LX2237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2237+STABILITY: POSITION/ELEVATION WELL
 LX2237
 LX2237  HISTORY     - Date     Condition        Report By
 LX2237  HISTORY     - 1984     MONUMENTED       NGS
 LX2237  HISTORY     - 1988     GOOD             USPSQD
 LX2237  HISTORY     - 19900317 GOOD             USPSQD
 LX2237
 LX2237                          STATION DESCRIPTION
 LX2237
 LX2237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2237'6.1 KM (3.85 MI) NORTH FROM DEEP RIVER.
 LX2237'6.1 KM (3.85 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2237'DEEP RIVER TO THE MARK ON THE LEFT, 7.3 METERS (24.0 FT) SOUTHWEST OF
 LX2237'THE CENTERLINE OF THE HIGHWAY.
 LX2237'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 LX2237'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2237
 LX2237                          STATION RECOVERY (1988)
 LX2237
 LX2237'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX2237'RECOVERED IN GOOD CONDITION.
 LX2237
 LX2237                          STATION RECOVERY (1990)
 LX2237
 LX2237'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0600 ***********************************************************************
 LX0600  DESIGNATION -  T 7
 LX0600  PID         -  LX0600
 LX0600  STATE/COUNTY-  CT/HARTFORD
 LX0600  USGS QUAD   -  BRISTOL (1984)
 LX0600
 LX0600                         *CURRENT SURVEY CONTROL
 LX0600  ___________________________________________________________________
 LX0600* NAD 83(1986)-  41 40 09.     (N)    072 59 14.     (W)     SCALED    
 LX0600* NAVD 88     -       167.380  (meters)     549.15   (feet)  POSTED    
 LX0600  ___________________________________________________________________
 LX0600  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX0600  DYNAMIC HT  -         167.330 (meters)     548.98  (feet)  COMP
 LX0600  MODELED GRAV-     980,301.7   (mgal)                       NAVD 88
 LX0600
 LX0600  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0600
 LX0600.The horizontal coordinates were scaled from a topographic map and have
 LX0600.an estimated accuracy of +/- 6 seconds.
 LX0600
 LX0600.The orthometric height was determined by differential leveling
 LX0600.and adjusted by the National Geodetic Survey in 1992..
 LX0600.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0600.rate of 0.0 thru 1.0 mm/km.
 LX0600
 LX0600.The geoid height was determined by GEOID03.
 LX0600
 LX0600.The dynamic height is computed by dividing the NAVD 88
 LX0600.geopotential number by the normal gravity value computed on the
 LX0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0600.degrees latitude (g = 980.6199 gals.).
 LX0600
 LX0600.The modeled gravity was interpolated from observed gravity values.
 LX0600
 LX0600;                    North         East    Units  Estimated Accuracy
 LX0600;SPC CT       -   245,250.      285,050.      MT  (+/- 180 meters Scaled)
 LX0600
 LX0600                          SUPERSEDED SURVEY CONTROL
 LX0600
 LX0600.No superseded survey control is available for this station.
 LX0600
 LX0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM675150(NAD 83)
 LX0600_MARKER: DB = BENCH MARK DISK
 LX0600_SETTING: 0 = UNSPECIFIED SETTING
 LX0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0600
 LX0600  HISTORY     - Date     Condition        Report By
 LX0600  HISTORY     - UNK      MONUMENTED       CGS
 LX0600  HISTORY     - 1923     GOOD             NGS
 LX0600  HISTORY     - 1934     GOOD             NGS
 LX0600
 LX0600                          STATION DESCRIPTION
 LX0600
 LX0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0600'0.1 MI E FROM PLYMOUTH.
 LX0600'AT BRISTOL, ON THE BRISTOL-THOMASTON HIGHWAY (U.S. ROUTE 6),
 LX0600'ABOUT 0.1 MILE E OF THE BRISTOL-PLYMOUTH TOWN LINE, ABOUT 0.2
 LX0600'MILE W OF BRIDGE 53.07 CARRYING THE RR OVER SAID HIGHWAY, ABOUT
 LX0600'17 YDS. N OF THE CENTER LINE OF THE CONCRETE PAVEMENT, ABOUT
 LX0600'7 YDS. W OF A HIGH ROCKY OUTCROP BY THE ROADSIDE, ABOUT 2 FT.
 LX0600'HIGHER THAN THE PAVEMENT AND ABOUT 1 FT. ABOVE THE GROUND IN
 LX0600'A SMALL OUTCROP.  NOTE-- 14 RAILS (33 FT.) E OF THE E END OF THE
 LX0600'TERRYVILLE STA. MEASURED PARALLEL TO THE TRACKS AND ABOUT 50
 LX0600'YDS N OF THE N RAIL.
 LX0600
 LX0600                          STATION RECOVERY (1934)
 LX0600
 LX0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LX0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2301 ***********************************************************************
 LX2301  DESIGNATION -  T 71
 LX2301  PID         -  LX2301
 LX2301  STATE/COUNTY-  CT/FAIRFIELD
 LX2301  USGS QUAD   -  BETHEL (1984)
 LX2301
 LX2301                         *CURRENT SURVEY CONTROL
 LX2301  ___________________________________________________________________
 LX2301* NAD 83(1986)-  41 15 24.     (N)    073 25 48.     (W)     SCALED    
 LX2301* NAVD 88     -       107.109  (meters)     351.41   (feet)  ADJUSTED  
 LX2301  ___________________________________________________________________
 LX2301  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX2301  DYNAMIC HT  -         107.073 (meters)     351.29  (feet)  COMP
 LX2301  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LX2301
 LX2301  VERT ORDER  -  FIRST     CLASS II
 LX2301
 LX2301.The horizontal coordinates were scaled from a topographic map and have
 LX2301.an estimated accuracy of +/- 6 seconds.
 LX2301
 LX2301.The orthometric height was determined by differential leveling
 LX2301.and adjusted by the National Geodetic Survey in June 1991..
 LX2301
 LX2301.The geoid height was determined by GEOID03.
 LX2301
 LX2301.The dynamic height is computed by dividing the NAVD 88
 LX2301.geopotential number by the normal gravity value computed on the
 LX2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2301.degrees latitude (g = 980.6199 gals.).
 LX2301
 LX2301.The modeled gravity was interpolated from observed gravity values.
 LX2301
 LX2301;                    North         East    Units  Estimated Accuracy
 LX2301;SPC CT       -   199,640.      247,810.      MT  (+/- 180 meters Scaled)
 LX2301
 LX2301                          SUPERSEDED SURVEY CONTROL
 LX2301
 LX2301.No superseded survey control is available for this station.
 LX2301
 LX2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL315684(NAD 83)
 LX2301_MARKER: DB = BENCH MARK DISK
 LX2301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2301_SP_SET: WINGWALL
 LX2301_STAMPING: T 71 1985
 LX2301_MARK LOGO: NGS   
 LX2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2301+STABILITY: SURFACE MOTION
 LX2301
 LX2301  HISTORY     - Date     Condition        Report By
 LX2301  HISTORY     - 1985     MONUMENTED       NGS
 LX2301  HISTORY     - 19930415 GOOD             USPSQD
 LX2301
 LX2301                          STATION DESCRIPTION
 LX2301
 LX2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2301'IN GEORGETOWN.
 LX2301'IN GEORGETOWN, 0.3 KM (0.25 MI) EAST ALONG STATE HIGHWAY 107 FROM THE
 LX2301'JUNCTION OF U.S. HIGHWAY 7 TO THE MARK ON THE RIGHT, IN THE SOUTHWEST
 LX2301'WINGWALL OF A BRIDGE OVER THE RAILROAD, 5.9 METERS (19.5 FT) SOUTH OF
 LX2301'THE CENTERLINE OF THE HIGHWAY.
 LX2301'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2301
 LX2301                          STATION RECOVERY (1993)
 LX2301
 LX2301'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX2301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2282 ***********************************************************************
 LX2282  DESIGNATION -  T 72
 LX2282  PID         -  LX2282
 LX2282  STATE/COUNTY-  CT/FAIRFIELD
 LX2282  USGS QUAD   -  POUND RIDGE (1971)
 LX2282
 LX2282                         *CURRENT SURVEY CONTROL
 LX2282  ___________________________________________________________________
 LX2282* NAD 83(1986)-  41 09 25.     (N)    073 33 31.     (W)     SCALED    
 LX2282* NAVD 88     -       100.652  (meters)     330.22   (feet)  ADJUSTED  
 LX2282  ___________________________________________________________________
 LX2282  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX2282  DYNAMIC HT  -         100.617 (meters)     330.11  (feet)  COMP
 LX2282  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LX2282
 LX2282  VERT ORDER  -  FIRST     CLASS II
 LX2282
 LX2282.The horizontal coordinates were scaled from a topographic map and have
 LX2282.an estimated accuracy of +/- 6 seconds.
 LX2282
 LX2282.The orthometric height was determined by differential leveling
 LX2282.and adjusted by the National Geodetic Survey in June 1991..
 LX2282
 LX2282.The geoid height was determined by GEOID03.
 LX2282
 LX2282.The dynamic height is computed by dividing the NAVD 88
 LX2282.geopotential number by the normal gravity value computed on the
 LX2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2282.degrees latitude (g = 980.6199 gals.).
 LX2282
 LX2282.The modeled gravity was interpolated from observed gravity values.
 LX2282
 LX2282;                    North         East    Units  Estimated Accuracy
 LX2282;SPC CT       -   188,660.      236,930.      MT  (+/- 180 meters Scaled)
 LX2282
 LX2282                          SUPERSEDED SURVEY CONTROL
 LX2282
 LX2282.No superseded survey control is available for this station.
 LX2282
 LX2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL209571(NAD 83)
 LX2282_MARKER: DB = BENCH MARK DISK
 LX2282_SETTING: 66 = SET IN ROCK OUTCROP
 LX2282_SP_SET: ROCK OUTCROP
 LX2282_STAMPING: T 72 1985
 LX2282_MARK LOGO: NGS   
 LX2282_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2282+STABILITY: POSITION/ELEVATION WELL
 LX2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2282+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 LX2282
 LX2282  HISTORY     - Date     Condition        Report By
 LX2282  HISTORY     - 1985     MONUMENTED       NGS
 LX2282  HISTORY     - 20040205 GOOD             MAP
 LX2282  HISTORY     - 20040601 GOOD             NYDT
 LX2282  HISTORY     - 20050724 GOOD             TVGA
 LX2282
 LX2282                          STATION DESCRIPTION
 LX2282
 LX2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2282'2.9 KM (1.8 MI) NW FROM NORTH STAMFORD.
 LX2282'2.9 KM (1.8 MI) NORTHWEST ALONG STATE HIGHWAY 137 FROM THE JUNCTION OF
 LX2282'NORTH STAMFORD ROAD IN NORTH STAMFORD TO THE MARK ON THE RIGHT, AT THE
 LX2282'INTERSECTION OF BRIAR BRAE ROAD, IN THE SOUTHEAST ANGLE OF THE
 LX2282'INTERSECTION, ALSO 0.1 KM (0.05 MI) NORTHWEST OF THE LONG RIDGE FIRE
 LX2282'COMPANY, HIGH RIDGE STATION, 8.93 METERS (29.3 FT) NORTHEAST OF THE
 LX2282'CENTERLINE OF THE HIGHWAY, 8.23 METERS (27.0 FT) SOUTH-SOUTHWEST OF
 LX2282'THE CENTER OF BRIAR BRAE ROAD.
 LX2282'THE MARK IS 0.47 METERS  W FROM  A WITNESS POST
 LX2282'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX2282
 LX2282                          STATION RECOVERY (2004)
 LX2282
 LX2282'RECOVERY NOTE BY MAPCO 2004 (MJP)
 LX2282'RECOVERED AS DESCRIBED
 LX2282
 LX2282                          STATION RECOVERY (2004)
 LX2282
 LX2282'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX2282'RECOVERED IN GOOD CONDITION.
 LX2282
 LX2282                          STATION RECOVERY (2005)
 LX2282
 LX2282'RECOVERY NOTE BY TVGA ENGINEERING SURVEYING PC 2005 (DD)
 LX2282'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2591 ***********************************************************************
 LX2591  DESIGNATION -  T 73
 LX2591  PID         -  LX2591
 LX2591  STATE/COUNTY-  CT/LITCHFIELD
 LX2591  USGS QUAD   -  NEW MILFORD (1984)
 LX2591
 LX2591                         *CURRENT SURVEY CONTROL
 LX2591  ___________________________________________________________________
 LX2591* NAD 83(1986)-  41 34 29.     (N)    073 24 54.     (W)     SCALED    
 LX2591* NAVD 88     -        65.499  (meters)     214.89   (feet)  ADJUSTED  
 LX2591  ___________________________________________________________________
 LX2591  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX2591  DYNAMIC HT  -          65.478 (meters)     214.82  (feet)  COMP
 LX2591  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 LX2591
 LX2591  VERT ORDER  -  FIRST     CLASS II
 LX2591
 LX2591.The horizontal coordinates were scaled from a topographic map and have
 LX2591.an estimated accuracy of +/- 6 seconds.
 LX2591
 LX2591.The orthometric height was determined by differential leveling
 LX2591.and adjusted by the National Geodetic Survey in June 1991..
 LX2591
 LX2591.The geoid height was determined by GEOID03.
 LX2591
 LX2591.The dynamic height is computed by dividing the NAVD 88
 LX2591.geopotential number by the normal gravity value computed on the
 LX2591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2591.degrees latitude (g = 980.6199 gals.).
 LX2591
 LX2591.The modeled gravity was interpolated from observed gravity values.
 LX2591
 LX2591;                    North         East    Units  Estimated Accuracy
 LX2591;SPC CT       -   234,950.      249,340.      MT  (+/- 180 meters Scaled)
 LX2591
 LX2591                          SUPERSEDED SURVEY CONTROL
 LX2591
 LX2591.No superseded survey control is available for this station.
 LX2591
 LX2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM321037(NAD 83)
 LX2591_MARKER: DB = BENCH MARK DISK
 LX2591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2591_SP_SET: BRIDGE ABUTMENT
 LX2591_STAMPING: T 73 1985
 LX2591_MARK LOGO: NGS   
 LX2591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2591
 LX2591  HISTORY     - Date     Condition        Report By
 LX2591  HISTORY     - 1985     MONUMENTED       NGS
 LX2591
 LX2591                          STATION DESCRIPTION
 LX2591
 LX2591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2591'IN NEW MILFORD.
 LX2591'IN NEW MILFORD, IN TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT
 LX2591'OF U.S. HIGHWAY 202 BRIDGE OVER THE HOUSATONIC RIVER, 7.6 METERS (25.0
 LX2591'FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 LX2591'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2363 ***********************************************************************
 LX2363  CBN         -  This is a Cooperative Base Network Control Station.
 LX2363  DESIGNATION -  T 74
 LX2363  PID         -  LX2363
 LX2363  STATE/COUNTY-  CT/FAIRFIELD
 LX2363  USGS QUAD   -  DANBURY (1984)
 LX2363
 LX2363                         *CURRENT SURVEY CONTROL
 LX2363  ___________________________________________________________________
 LX2363* NAD 83(1996)-  41 24 52.46341(N)    073 22 48.62454(W)     ADJUSTED  
 LX2363* NAVD 88     -       145.944  (meters)     478.82   (feet)  ADJUSTED  
 LX2363  ___________________________________________________________________
 LX2363  X           -   1,370,134.762 (meters)                     COMP
 LX2363  Y           -  -4,590,223.404 (meters)                     COMP
 LX2363  Z           -   4,197,138.438 (meters)                     COMP
 LX2363  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 LX2363  ELLIP HEIGHT-         116.04  (meters)          (06/22/01) GPS OBS
 LX2363  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX2363  DYNAMIC HT  -         145.895 (meters)     478.66  (feet)  COMP
 LX2363  MODELED GRAV-     980,288.0   (mgal)                       NAVD 88
 LX2363
 LX2363  HORZ ORDER  -  A
 LX2363  VERT ORDER  -  FIRST     CLASS II
 LX2363  ELLP ORDER  -  FOURTH    CLASS I
 LX2363
 LX2363.The horizontal coordinates were established by GPS observations
 LX2363.and adjusted by the National Geodetic Survey in June 2001..
 LX2363
 LX2363.The orthometric height was determined by differential leveling
 LX2363.and adjusted by the National Geodetic Survey in June 1991..
 LX2363.WARNING-GPS observations at this control monument resulted in a GPS
 LX2363.derived orthometric height which differed from the leveled height by
 LX2363.more than one decimeter (0.1 meter).
 LX2363
 LX2363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2363
 LX2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2363
 LX2363.The ellipsoidal height was determined by GPS observations
 LX2363.and is referenced to NAD 83.
 LX2363
 LX2363.The geoid height was determined by GEOID03.
 LX2363
 LX2363.The dynamic height is computed by dividing the NAVD 88
 LX2363.geopotential number by the normal gravity value computed on the
 LX2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2363.degrees latitude (g = 980.6199 gals.).
 LX2363
 LX2363.The modeled gravity was interpolated from observed gravity values.
 LX2363
 LX2363;                    North         East     Units Scale Factor Converg.
 LX2363;SPC CT       -   217,143.589   252,115.693   MT  0.99998529   -0 25 04.2
 LX2363;SPC CT       -   712,411.92    827,149.57   sFT  0.99998529   -0 25 04.2
 LX2363;UTM  18      - 4,586,046.319   635,375.010   MT  0.99982554   +1 04 18.1
 LX2363
 LX2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2363!SPC CT       -   0.99998180  x   0.99998529  =   0.99996709
 LX2363!UTM  18      -   0.99998180  x   0.99982554  =   0.99980734
 LX2363
 LX2363                          SUPERSEDED SURVEY CONTROL
 LX2363
 LX2363.No superseded survey control is available for this station.
 LX2363
 LX2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3537586046(NAD 83)
 LX2363_MARKER: DV = VERTICAL CONTROL DISK
 LX2363_SETTING: 66 = SET IN ROCK OUTCROP
 LX2363_SP_SET: ROCK OUTCROP
 LX2363_STAMPING: T 74 1985
 LX2363_MARK LOGO: NGS   
 LX2363_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2363+STABILITY: POSITION/ELEVATION WELL
 LX2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2363+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2001
 LX2363
 LX2363  HISTORY     - Date     Condition        Report By
 LX2363  HISTORY     - 1985     MONUMENTED       NGS
 LX2363  HISTORY     - 20001121 GOOD             CTGS
 LX2363  HISTORY     - 20010716 GOOD             CTGS
 LX2363
 LX2363                          STATION DESCRIPTION
 LX2363
 LX2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2363'IN DANBURY.
 LX2363'IN DANBURY, ALONG U.S. HIGHWAY 6, AT THE INTERSECTION OF OLD
 LX2363'HAWLEYVILLE ROAD, IN A SMALL ROCK OUTCROP IN THE NORTHEAST ANGLE OF
 LX2363'THE INTERSECTION, 21.21 METERS (69.6 FT) NORTH-NORTHEAST OF THE
 LX2363'CENTERLINE OF THE HIGHWAY, 10.91 METERS (35.8 FT) SOUTHEAST OF THE
 LX2363'NORTH-NORTHEAST OF UTILITY BRACE POLE 855 FOR TRAFFIC SIGNALS WITH ONE
 LX2363'GUY WIRE, 11.19 METERS (36.7 FT) NORTH-NORTHEAST OF A TRAFFIC SIGNAL
 LX2363'CONTROL BOX, 10.42 METERS (34.2 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 LX2363'1226 WITH TWO GUY WIRES.
 LX2363'THE MARK IS 0.46 M ABOVE HIGHWAY.
 LX2363
 LX2363                          STATION RECOVERY (2000)
 LX2363
 LX2363'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX2363'THE STATION MARK IS A NATIONAL GEODETIC SURVEY DISK, STAMPED T 74
 LX2363'1985, SET INTO A SMALL ROCK OUTCROP.
 LX2363'TO REACH THE STATION FROM THE WEST INTERSECTION OF CT
 LX2363'ROUTE 25 AND US ROUTE 6 (MOUNT PLEASANT ROAD) IN NEWTOWN,
 LX2363'PROCEED WEST ON US ROUTE 6 FOR ABOUT 1.5 MI. TO THE STATION ON THE
 LX2363'RIGHT (NORTHEAST).
 LX2363'THE STATION IS LOCATED 69.6 FT. NORTHEAST OF THE CENTERLINE
 LX2363'OF US ROUTE 6, 36.7 FT. NORTH OF A TRAFFIC CONTROL BOX, 46.8 FT.
 LX2363'SOUTHEAST OF POWER POLE NUMBER 885 FOR TRAFFIC SIGNALS WITH ONE
 LX2363'GUY WIRE, 34.2 FT. SOUTHEAST OF POWER POLE NUMBER 1226, AND 37.5 FT.
 LX2363'EAST OF THE CENTERLINE OF OLD HAWLEYVILLE ROAD.
 LX2363' 
 LX2363'
 LX2363
 LX2363                          STATION RECOVERY (2001)
 LX2363
 LX2363'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (RJB)
 LX2363'RECOVERED AS DESCRIBED.
 LX2363'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2660 ***********************************************************************
 LX2660  DESIGNATION -  T 75
 LX2660  PID         -  LX2660
 LX2660  STATE/COUNTY-  CT/LITCHFIELD
 LX2660  USGS QUAD   -  CORNWALL (1984)
 LX2660
 LX2660                         *CURRENT SURVEY CONTROL
 LX2660  ___________________________________________________________________
 LX2660* NAD 83(1986)-  41 49 29.     (N)    073 21 25.     (W)     SCALED    
 LX2660* NAVD 88     -       174.593  (meters)     572.81   (feet)  ADJUSTED  
 LX2660  ___________________________________________________________________
 LX2660  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX2660  DYNAMIC HT  -         174.532 (meters)     572.61  (feet)  COMP
 LX2660  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LX2660
 LX2660  VERT ORDER  -  FIRST     CLASS II
 LX2660
 LX2660.The horizontal coordinates were scaled from a topographic map and have
 LX2660.an estimated accuracy of +/- 6 seconds.
 LX2660
 LX2660.The orthometric height was determined by differential leveling
 LX2660.and adjusted by the National Geodetic Survey in June 1991..
 LX2660
 LX2660.The geoid height was determined by GEOID03.
 LX2660
 LX2660.The dynamic height is computed by dividing the NAVD 88
 LX2660.geopotential number by the normal gravity value computed on the
 LX2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2660.degrees latitude (g = 980.6199 gals.).
 LX2660
 LX2660.The modeled gravity was interpolated from observed gravity values.
 LX2660
 LX2660;                    North         East    Units  Estimated Accuracy
 LX2660;SPC CT       -   262,680.      254,380.      MT  (+/- 180 meters Scaled)
 LX2660
 LX2660                          SUPERSEDED SURVEY CONTROL
 LX2660
 LX2660.No superseded survey control is available for this station.
 LX2660
 LX2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM364316(NAD 83)
 LX2660_MARKER: DB = BENCH MARK DISK
 LX2660_SETTING: 66 = SET IN ROCK OUTCROP
 LX2660_SP_SET: ROCK OUTCROP
 LX2660_STAMPING: T 75 1985
 LX2660_MARK LOGO: NGS   
 LX2660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2660+STABILITY: POSITION/ELEVATION WELL
 LX2660
 LX2660  HISTORY     - Date     Condition        Report By
 LX2660  HISTORY     - 1985     MONUMENTED       NGS
 LX2660
 LX2660                          STATION DESCRIPTION
 LX2660
 LX2660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2660'1.4 KM (0.9 MI) NE FROM CORNWALL BRIDGE.
 LX2660'1.4 KM (0.9 MI) NORTHEAST ALONG STATE HIGHWAY 4 FROM THE SOUTHWEST
 LX2660'FORK OF THE JUNCTION OF U.S. HIGHWAY 7 IN CORNWALL BRIDGE TO THE MARK
 LX2660'ON THE RIGHT, IN A ROCK OUTCROP ALONG THE NORTHWEST BANK OF FURNACE
 LX2660'BROOK AND NEAR THE NORTHEAST END OF A SMALL REST AREA, 19.81 METERS
 LX2660'(65.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 13.47 METERS
 LX2660'(44.2 FT) EAST OF THE EAST CORNER OF A CONCRETE GRILL IN THE REST
 LX2660'AREA, 29.26 METERS (96.0 FT) SOUTH OF BRACE POLE NUMBER 3689S.
 LX2660'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2505 ***********************************************************************
 LX2505  DESIGNATION -  T 77
 LX2505  PID         -  LX2505
 LX2505  STATE/COUNTY-  CT/NEW HAVEN
 LX2505  USGS QUAD   -  NAUGATUCK (1984)
 LX2505
 LX2505                         *CURRENT SURVEY CONTROL
 LX2505  ___________________________________________________________________
 LX2505* NAD 83(1986)-  41 29 09.     (N)    073 03 04.     (W)     SCALED    
 LX2505* NAVD 88     -        61.211  (meters)     200.82   (feet)  ADJUSTED  
 LX2505  ___________________________________________________________________
 LX2505  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX2505  DYNAMIC HT  -          61.191 (meters)     200.76  (feet)  COMP
 LX2505  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 LX2505
 LX2505  VERT ORDER  -  FIRST     CLASS II
 LX2505
 LX2505.The horizontal coordinates were scaled from a topographic map and have
 LX2505.an estimated accuracy of +/- 6 seconds.
 LX2505
 LX2505.The orthometric height was determined by differential leveling
 LX2505.and adjusted by the National Geodetic Survey in June 1991..
 LX2505
 LX2505.The geoid height was determined by GEOID03.
 LX2505
 LX2505.The dynamic height is computed by dividing the NAVD 88
 LX2505.geopotential number by the normal gravity value computed on the
 LX2505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2505.degrees latitude (g = 980.6199 gals.).
 LX2505
 LX2505.The modeled gravity was interpolated from observed gravity values.
 LX2505
 LX2505;                    North         East    Units  Estimated Accuracy
 LX2505;SPC CT       -   224,910.      279,650.      MT  (+/- 180 meters Scaled)
 LX2505
 LX2505                          SUPERSEDED SURVEY CONTROL
 LX2505
 LX2505.No superseded survey control is available for this station.
 LX2505
 LX2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL626945(NAD 83)
 LX2505_MARKER: DB = BENCH MARK DISK
 LX2505_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2505_SP_SET: BRIDGE ABUTMENT
 LX2505_STAMPING: T 77 1985
 LX2505_MARK LOGO: NGS   
 LX2505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2505
 LX2505  HISTORY     - Date     Condition        Report By
 LX2505  HISTORY     - 1985     MONUMENTED       NGS
 LX2505  HISTORY     - 19910504 GOOD             USPSQD
 LX2505  HISTORY     - 19971018 GOOD             USPSQD
 LX2505
 LX2505                          STATION DESCRIPTION
 LX2505
 LX2505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2505'IN NAUGATUCK.
 LX2505'IN NAUGATUCK, ALONG STATE HIGHWAY 63, SET VERTICALLY IN THE NORTHEAST
 LX2505'FACE OF THE NORTHWEST ABUTMENT OF THE NORTH BOUND LANE BRIDGE OF STATE
 LX2505'HIGHWAY 8, 10.21 METERS (33.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2505'HIGHWAY, 0.43 METER (1.4 FT) NORTHWEST OF THE EAST CORNER OF THE
 LX2505'ABUTMENT.
 LX2505'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX2505
 LX2505                          STATION RECOVERY (1991)
 LX2505
 LX2505'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX2505'RECOVERED IN GOOD CONDITION.
 LX2505
 LX2505                          STATION RECOVERY (1997)
 LX2505
 LX2505'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2856 ***********************************************************************
 LX2856  DESIGNATION -  T 78
 LX2856  PID         -  LX2856
 LX2856  STATE/COUNTY-  CT/NEW HAVEN
 LX2856  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2856
 LX2856                         *CURRENT SURVEY CONTROL
 LX2856  ___________________________________________________________________
 LX2856* NAD 83(1986)-  41 24 49.     (N)    072 54 15.     (W)     SCALED    
 LX2856* NAVD 88     -        47.605  (meters)     156.18   (feet)  ADJUSTED  
 LX2856  ___________________________________________________________________
 LX2856  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX2856  DYNAMIC HT  -          47.590 (meters)     156.13  (feet)  COMP
 LX2856  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 LX2856
 LX2856  VERT ORDER  -  FIRST     CLASS II
 LX2856
 LX2856.The horizontal coordinates were scaled from a topographic map and have
 LX2856.an estimated accuracy of +/- 6 seconds.
 LX2856
 LX2856.The orthometric height was determined by differential leveling
 LX2856.and adjusted by the National Geodetic Survey in June 1991..
 LX2856
 LX2856.The geoid height was determined by GEOID03.
 LX2856
 LX2856.The dynamic height is computed by dividing the NAVD 88
 LX2856.geopotential number by the normal gravity value computed on the
 LX2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2856.degrees latitude (g = 980.6199 gals.).
 LX2856
 LX2856.The modeled gravity was interpolated from observed gravity values.
 LX2856
 LX2856;                    North         East    Units  Estimated Accuracy
 LX2856;SPC CT       -   216,860.      291,910.      MT  (+/- 180 meters Scaled)
 LX2856
 LX2856                          SUPERSEDED SURVEY CONTROL
 LX2856
 LX2856.No superseded survey control is available for this station.
 LX2856
 LX2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL751867(NAD 83)
 LX2856_MARKER: DB = BENCH MARK DISK
 LX2856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2856_SP_SET: BRIDGE ABUTMENT
 LX2856_STAMPING: T 78 1985
 LX2856_MARK LOGO: NGS   
 LX2856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2856
 LX2856  HISTORY     - Date     Condition        Report By
 LX2856  HISTORY     - 1985     MONUMENTED       NGS
 LX2856
 LX2856                          STATION DESCRIPTION
 LX2856
 LX2856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2856'1.5 KM (0.95 MI) NORTH FROM HAMDEN.
 LX2856'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2856'STATE HIGHWAY 22 IN HAMDEN, THENCE 0.2 KM (0.15 MI) WEST ALONG SHERMAN
 LX2856'AVENUE TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF THE EAST
 LX2856'ABUTMENT OF A BRIDGE OVER THE RAILROAD TRACKS, 7.92 METERS (26.0 FT)
 LX2856'SOUTH OF THE CENTER LINE OF THE AVENUE, 5.43 METERS (17.8 FT) WEST OF
 LX2856'THE EAST END OF THE CONCRETE RETAINING RAIL.
 LX2856'THE MARK IS 0.8 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2632 ***********************************************************************
 LX2632  DESIGNATION -  T 79
 LX2632  PID         -  LX2632
 LX2632  STATE/COUNTY-  CT/LITCHFIELD
 LX2632  USGS QUAD   -  WEST TORRINGTON (1984)
 LX2632
 LX2632                         *CURRENT SURVEY CONTROL
 LX2632  ___________________________________________________________________
 LX2632* NAD 83(1986)-  41 47 22.     (N)    073 07 43.     (W)     SCALED    
 LX2632* NAVD 88     -       198.487  (meters)     651.20   (feet)  ADJUSTED  
 LX2632  ___________________________________________________________________
 LX2632  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2632  DYNAMIC HT  -         198.422 (meters)     650.99  (feet)  COMP
 LX2632  MODELED GRAV-     980,289.4   (mgal)                       NAVD 88
 LX2632
 LX2632  VERT ORDER  -  FIRST     CLASS II
 LX2632
 LX2632.The horizontal coordinates were scaled from a topographic map and have
 LX2632.an estimated accuracy of +/- 6 seconds.
 LX2632
 LX2632.The orthometric height was determined by differential leveling
 LX2632.and adjusted by the National Geodetic Survey in June 1991..
 LX2632
 LX2632.The geoid height was determined by GEOID03.
 LX2632
 LX2632.The dynamic height is computed by dividing the NAVD 88
 LX2632.geopotential number by the normal gravity value computed on the
 LX2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2632.degrees latitude (g = 980.6199 gals.).
 LX2632
 LX2632.The modeled gravity was interpolated from observed gravity values.
 LX2632
 LX2632;                    North         East    Units  Estimated Accuracy
 LX2632;SPC CT       -   258,660.      273,330.      MT  (+/- 180 meters Scaled)
 LX2632
 LX2632                          SUPERSEDED SURVEY CONTROL
 LX2632
 LX2632.No superseded survey control is available for this station.
 LX2632
 LX2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM554280(NAD 83)
 LX2632_MARKER: DB = BENCH MARK DISK
 LX2632_SETTING: 66 = SET IN ROCK OUTCROP
 LX2632_SP_SET: ROCK OUTCROP
 LX2632_STAMPING: T 79 1985
 LX2632_MARK LOGO: NGS   
 LX2632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2632+STABILITY: POSITION/ELEVATION WELL
 LX2632
 LX2632  HISTORY     - Date     Condition        Report By
 LX2632  HISTORY     - 1985     MONUMENTED       NGS
 LX2632
 LX2632                          STATION DESCRIPTION
 LX2632
 LX2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2632'2.9 KM (1.8 MI) SW FROM TORRINGTON.
 LX2632'2.9 KM (1.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2632'MAIN STREET IN TORRINGTON TO THE MARK ON THE LEFT, 26.6 METERS (87.5
 LX2632'FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9.1 METERS (30.0 FT) WEST
 LX2632'OF THE CENTER OF WALNUT STREET.
 LX2632'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0493 ***********************************************************************
 LX0493  DESIGNATION -  T 8
 LX0493  PID         -  LX0493
 LX0493  STATE/COUNTY-  CT/HARTFORD
 LX0493  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0493
 LX0493                         *CURRENT SURVEY CONTROL
 LX0493  ___________________________________________________________________
 LX0493* NAD 83(1986)-  41 46 33.     (N)    072 38 21.     (W)     SCALED    
 LX0493* NAVD 88     -        13.485  (meters)      44.24   (feet)  ADJUSTED  
 LX0493  ___________________________________________________________________
 LX0493  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX0493  DYNAMIC HT  -          13.481 (meters)      44.23  (feet)  COMP
 LX0493  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 LX0493
 LX0493  VERT ORDER  -  FIRST     CLASS II
 LX0493
 LX0493.The horizontal coordinates were scaled from a topographic map and have
 LX0493.an estimated accuracy of +/- 6 seconds.
 LX0493
 LX0493.The orthometric height was determined by differential leveling
 LX0493.and adjusted by the National Geodetic Survey in June 1991..
 LX0493
 LX0493.The geoid height was determined by GEOID03.
 LX0493
 LX0493.The dynamic height is computed by dividing the NAVD 88
 LX0493.geopotential number by the normal gravity value computed on the
 LX0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0493.degrees latitude (g = 980.6199 gals.).
 LX0493
 LX0493.The modeled gravity was interpolated from observed gravity values.
 LX0493
 LX0493;                    North         East    Units  Estimated Accuracy
 LX0493;SPC CT       -   257,080.      314,020.      MT  (+/- 180 meters Scaled)
 LX0493
 LX0493                          SUPERSEDED SURVEY CONTROL
 LX0493
 LX0493  NGVD 29 (??/??/92)   13.748  (m)           45.10   (f) ADJ UNCH    1 2
 LX0493
 LX0493.Superseded values are not recommended for survey control.
 LX0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0493.See file dsdata.txt to determine how the superseded data were derived.
 LX0493
 LX0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM962275(NAD 83)
 LX0493_MARKER: DB = BENCH MARK DISK
 LX0493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0493_SP_SET: BRIDGE SEAT
 LX0493_STAMPING: 45.174 FT T 8 1923
 LX0493_MARK LOGO: CGS   
 LX0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0493
 LX0493  HISTORY     - Date     Condition        Report By
 LX0493  HISTORY     - 1923     MONUMENTED       CGS
 LX0493  HISTORY     - 1951     GOOD             NGS
 LX0493  HISTORY     - 1972     GOOD             CTGS
 LX0493  HISTORY     - 1984     GOOD             NGS
 LX0493  HISTORY     - 1986     GOOD             NGS
 LX0493
 LX0493                          STATION DESCRIPTION
 LX0493
 LX0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0493'AT EAST HARTFORD.
 LX0493'AT EAST HARTFORD, ON THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0493'RAILROAD, AT BRIDGE 28.87 OVER MAIN STREET (U.S. HIGHWAY 5), IN
 LX0493'THE TOP OF THE SOUTH END OF THE BRIDGE SEAT OF THE WEST ABUTMENT,
 LX0493'25.1 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2 FEET LOWER THAN
 LX0493'THE TRACK.  NOTE-- 1951 LEVELING INDICATES POSSIBLE SETTLEMENT.
 LX0493
 LX0493                          STATION RECOVERY (1972)
 LX0493
 LX0493'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0493'RECOVERED IN GOOD CONDITION.
 LX0493
 LX0493                          STATION RECOVERY (1984)
 LX0493
 LX0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0493'RECOVERED IN GOOD CONDITION, THE 1951 DESCRIPTION IS ADEQUATE EXCEPT
 LX0493'THE TRACKS HAVE BEEN REMOVED AND THE MARK IS IN THE EXTREME SOUTH END
 LX0493'OF THE ABUTMENT.
 LX0493
 LX0493                          STATION RECOVERY (1986)
 LX0493
 LX0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2546 ***********************************************************************
 LX2546  DESIGNATION -  T 80
 LX2546  PID         -  LX2546
 LX2546  STATE/COUNTY-  CT/LITCHFIELD
 LX2546  USGS QUAD   -  NEW PRESTON (1984)
 LX2546
 LX2546                         *CURRENT SURVEY CONTROL
 LX2546  ___________________________________________________________________
 LX2546* NAD 83(1986)-  41 44 03.     (N)    073 20 20.     (W)     SCALED    
 LX2546* NAVD 88     -       322.730  (meters)    1058.82   (feet)  ADJUSTED  
 LX2546  ___________________________________________________________________
 LX2546  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2546  DYNAMIC HT  -         322.611 (meters)    1058.43  (feet)  COMP
 LX2546  MODELED GRAV-     980,243.8   (mgal)                       NAVD 88
 LX2546
 LX2546  VERT ORDER  -  FIRST     CLASS II
 LX2546
 LX2546.The horizontal coordinates were scaled from a topographic map and have
 LX2546.an estimated accuracy of +/- 6 seconds.
 LX2546
 LX2546.The orthometric height was determined by differential leveling
 LX2546.and adjusted by the National Geodetic Survey in June 1991..
 LX2546
 LX2546.The geoid height was determined by GEOID03.
 LX2546
 LX2546.The dynamic height is computed by dividing the NAVD 88
 LX2546.geopotential number by the normal gravity value computed on the
 LX2546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2546.degrees latitude (g = 980.6199 gals.).
 LX2546
 LX2546.The modeled gravity was interpolated from observed gravity values.
 LX2546
 LX2546;                    North         East    Units  Estimated Accuracy
 LX2546;SPC CT       -   252,610.      255,810.      MT  (+/- 180 meters Scaled)
 LX2546
 LX2546                          SUPERSEDED SURVEY CONTROL
 LX2546
 LX2546.No superseded survey control is available for this station.
 LX2546
 LX2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM381215(NAD 83)
 LX2546_MARKER: DB = BENCH MARK DISK
 LX2546_SETTING: 66 = SET IN ROCK OUTCROP
 LX2546_SP_SET: ROCK OUTCROP
 LX2546_STAMPING: T 80 1985
 LX2546_MARK LOGO: NGS   
 LX2546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2546+STABILITY: POSITION/ELEVATION WELL
 LX2546
 LX2546  HISTORY     - Date     Condition        Report By
 LX2546  HISTORY     - 1985     MONUMENTED       NGS
 LX2546
 LX2546                          STATION DESCRIPTION
 LX2546
 LX2546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2546'1.6 KM (1.0 MI) SOUTH FROM WARREN.
 LX2546'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2546'WARREN TO THE MARK ON THE RIGHT, 8.5 METERS (28.0 FT) WEST-NORTHWEST
 LX2546'OF THE CENTERLINE OF THE HIGHWAY, 16.9 METERS (55.5 FT) NORTHWEST OF
 LX2546'POWER POLE 608.
 LX2546'THE MARK IS 0.67 METERS  S FROM  A WITNESS POST
 LX2546'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2419 ***********************************************************************
 LX2419  DESIGNATION -  T 81
 LX2419  PID         -  LX2419
 LX2419  STATE/COUNTY-  CT/NEW HAVEN
 LX2419  USGS QUAD   -  SOUTHINGTON (1992)
 LX2419
 LX2419                         *CURRENT SURVEY CONTROL
 LX2419  ___________________________________________________________________
 LX2419* NAD 83(1986)-  41 33 32.     (N)    072 56 48.     (W)     SCALED    
 LX2419* NAVD 88     -       221.925  (meters)     728.10   (feet)  ADJUSTED  
 LX2419  ___________________________________________________________________
 LX2419  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2419  DYNAMIC HT  -         221.854 (meters)     727.87  (feet)  COMP
 LX2419  MODELED GRAV-     980,295.4   (mgal)                       NAVD 88
 LX2419
 LX2419  VERT ORDER  -  FIRST     CLASS II
 LX2419
 LX2419.The horizontal coordinates were scaled from a topographic map and have
 LX2419.an estimated accuracy of +/- 6 seconds.
 LX2419
 LX2419.The orthometric height was determined by differential leveling
 LX2419.and adjusted by the National Geodetic Survey in June 1991..
 LX2419
 LX2419.The geoid height was determined by GEOID03.
 LX2419
 LX2419.The dynamic height is computed by dividing the NAVD 88
 LX2419.geopotential number by the normal gravity value computed on the
 LX2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2419.degrees latitude (g = 980.6199 gals.).
 LX2419
 LX2419.The modeled gravity was interpolated from observed gravity values.
 LX2419
 LX2419;                    North         East    Units  Estimated Accuracy
 LX2419;SPC CT       -   233,000.      288,400.      MT  (+/- 180 meters Scaled)
 LX2419
 LX2419                          SUPERSEDED SURVEY CONTROL
 LX2419
 LX2419.No superseded survey control is available for this station.
 LX2419
 LX2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM712028(NAD 83)
 LX2419_MARKER: DB = BENCH MARK DISK
 LX2419_SETTING: 66 = SET IN ROCK OUTCROP
 LX2419_SP_SET: ROCK CUT
 LX2419_STAMPING: T 81 1985
 LX2419_MARK LOGO: NGS   
 LX2419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2419+STABILITY: POSITION/ELEVATION WELL
 LX2419
 LX2419  HISTORY     - Date     Condition        Report By
 LX2419  HISTORY     - 1985     MONUMENTED       NGS
 LX2419
 LX2419                          STATION DESCRIPTION
 LX2419
 LX2419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2419'1.9 KM (1.15 MI) NW FROM MARION.
 LX2419'1.9 KM (1.15 MI) NORTHWEST ALONG STATE HIGHWAY 322 FROM THE
 LX2419'INTERSECTION OF MARION AVENUE IN MARION TO THE MARK ON THE LEFT, AT
 LX2419'THE JUNCTION OF STATE HIGHWAY 322 WEST, IN A MASSIVE ROCK CUT, 0.2 KM
 LX2419'(0.15 MI) SOUTHWEST OF THE HARTFORD COUNTY LINE, 10.97 METERS
 LX2419'(36.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.72
 LX2419'METERS (100.8 FT) NORTHEAST OF A HIGHWAY SIGN (322).
 LX2419'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2736 ***********************************************************************
 LX2736  DESIGNATION -  T 83
 LX2736  PID         -  LX2736
 LX2736  STATE/COUNTY-  CT/NEW HAVEN
 LX2736  USGS QUAD   -  SOUTHINGTON (1992)
 LX2736
 LX2736                         *CURRENT SURVEY CONTROL
 LX2736  ___________________________________________________________________
 LX2736* NAD 83(1986)-  41 33 20.     (N)    072 53 26.     (W)     SCALED    
 LX2736* NAVD 88     -        56.666  (meters)     185.91   (feet)  ADJUSTED  
 LX2736  ___________________________________________________________________
 LX2736  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 LX2736  DYNAMIC HT  -          56.649 (meters)     185.86  (feet)  COMP
 LX2736  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 LX2736
 LX2736  VERT ORDER  -  FIRST     CLASS II
 LX2736
 LX2736.The horizontal coordinates were scaled from a topographic map and have
 LX2736.an estimated accuracy of +/- 6 seconds.
 LX2736
 LX2736.The orthometric height was determined by differential leveling
 LX2736.and adjusted by the National Geodetic Survey in June 1991..
 LX2736
 LX2736.The geoid height was determined by GEOID03.
 LX2736
 LX2736.The dynamic height is computed by dividing the NAVD 88
 LX2736.geopotential number by the normal gravity value computed on the
 LX2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2736.degrees latitude (g = 980.6199 gals.).
 LX2736
 LX2736.The modeled gravity was interpolated from observed gravity values.
 LX2736
 LX2736;                    North         East    Units  Estimated Accuracy
 LX2736;SPC CT       -   232,620.      293,080.      MT  (+/- 180 meters Scaled)
 LX2736
 LX2736                          SUPERSEDED SURVEY CONTROL
 LX2736
 LX2736.No superseded survey control is available for this station.
 LX2736
 LX2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM759025(NAD 83)
 LX2736_MARKER: I = METAL ROD
 LX2736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2736_SP_SET: STAINLESS STEEL ROD
 LX2736_STAMPING: T 83 1985
 LX2736_MARK LOGO: NGS   
 LX2736_PROJECTION: FLUSH
 LX2736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2736_ROD/PIPE-DEPTH: 7.6  meters
 LX2736
 LX2736  HISTORY     - Date     Condition        Report By
 LX2736  HISTORY     - 1985     MONUMENTED       NGS
 LX2736
 LX2736                          STATION DESCRIPTION
 LX2736
 LX2736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2736'1.0 KM (0.6 MI) SOUTH FROM MILLDALE.
 LX2736'1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2736'STATE HIGHWAY 66 IN MILLDALE TO THE MARK ON THE RIGHT, AT A SIGN
 LX2736'(CHESHIRE EST. 1780), JUST NORTH OF A HIGH PRESSURE NATURAL GAS
 LX2736'TRANSMISSION PIPELINE CROSSING, 8.78 METERS (28.8 FT) NORTHWEST OF THE
 LX2736'CENTERLINE OF THE HIGHWAY, 25.82 METERS (84.7 FT) SOUTH-SOUTHWEST OF
 LX2736'UTILITY BRACE POLE 182S WITH ONE GUY WIRE, 10.42 METERS (34.2 FT)
 LX2736'NORTH-NORTHEAST OF AN END POST FOR A CHAIN LINK FENCE, 1.37 METERS
 LX2736'(4.5 FT) SOUTHEAST OF THE SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2736'THROUGH A 5-INCH LOGO CAP.
 LX2736'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2657 ***********************************************************************
 LX2657  DESIGNATION -  T 84
 LX2657  PID         -  LX2657
 LX2657  STATE/COUNTY-  CT/MIDDLESEX
 LX2657  USGS QUAD   -  CLINTON (1984)
 LX2657
 LX2657                         *CURRENT SURVEY CONTROL
 LX2657  ___________________________________________________________________
 LX2657* NAD 83(1986)-  41 21 26.     (N)    072 36 40.     (W)     SCALED    
 LX2657* NAVD 88     -        82.730  (meters)     271.42   (feet)  ADJUSTED  
 LX2657  ___________________________________________________________________
 LX2657  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX2657  DYNAMIC HT  -          82.702 (meters)     271.33  (feet)  COMP
 LX2657  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX2657
 LX2657  VERT ORDER  -  FIRST     CLASS II
 LX2657
 LX2657.The horizontal coordinates were scaled from a topographic map and have
 LX2657.an estimated accuracy of +/- 6 seconds.
 LX2657
 LX2657.The orthometric height was determined by differential leveling
 LX2657.and adjusted by the National Geodetic Survey in June 1991..
 LX2657
 LX2657.The geoid height was determined by GEOID03.
 LX2657
 LX2657.The dynamic height is computed by dividing the NAVD 88
 LX2657.geopotential number by the normal gravity value computed on the
 LX2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2657.degrees latitude (g = 980.6199 gals.).
 LX2657
 LX2657.The modeled gravity was interpolated from observed gravity values.
 LX2657
 LX2657;                    North         East    Units  Estimated Accuracy
 LX2657;SPC CT       -   210,590.      316,420.      MT  (+/- 180 meters Scaled)
 LX2657
 LX2657                          SUPERSEDED SURVEY CONTROL
 LX2657
 LX2657.No superseded survey control is available for this station.
 LX2657
 LX2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL998811(NAD 83)
 LX2657_MARKER: DB = BENCH MARK DISK
 LX2657_SETTING: 66 = SET IN ROCK OUTCROP
 LX2657_SP_SET: BEDROCK
 LX2657_STAMPING: T 84 1985
 LX2657_MARK LOGO: NGS   
 LX2657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2657+STABILITY: POSITION/ELEVATION WELL
 LX2657
 LX2657  HISTORY     - Date     Condition        Report By
 LX2657  HISTORY     - 1985     MONUMENTED       NGS
 LX2657  HISTORY     - 19940805 GOOD             USPSQD
 LX2657  HISTORY     - 19970204 GOOD             USPSQD
 LX2657  HISTORY     - 19991215 GOOD             USPSQD
 LX2657
 LX2657                          STATION DESCRIPTION
 LX2657
 LX2657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2657'4.3 KM (2.7 MI) WEST FROM KILLINGWORTH.
 LX2657'4.3 KM (2.7 MI) WEST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF STATE
 LX2657'HIGHWAY 81 IN KILLINGWORTH TO THE MARK ON THE RIGHT, AT A TRAIL ROAD
 LX2657'TO A PUBLIC WATER SUPPLY, 10.91 METERS (35.8 FT) NORTH OF THE
 LX2657'CENTERLINE OF THE HIGHWAY, 14.02 METERS (46.0 FT) WEST OF THE CENTER
 LX2657'OF THE TRAIL ROAD.
 LX2657'THE MARK IS 0.70 METERS  E FROM  A WITNESS POST
 LX2657'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX2657
 LX2657                          STATION RECOVERY (1994)
 LX2657
 LX2657'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX2657'RECOVERED IN GOOD CONDITION.
 LX2657
 LX2657                          STATION RECOVERY (1997)
 LX2657
 LX2657'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX2657'RECOVERED IN GOOD CONDITION.
 LX2657
 LX2657                          STATION RECOVERY (1999)
 LX2657
 LX2657'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX2657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2897 ***********************************************************************
 LX2897  DESIGNATION -  T 85
 LX2897  PID         -  LX2897
 LX2897  STATE/COUNTY-  CT/HARTFORD
 LX2897  USGS QUAD   -  MANCHESTER (1992)
 LX2897
 LX2897                         *CURRENT SURVEY CONTROL
 LX2897  ___________________________________________________________________
 LX2897* NAD 83(1986)-  41 50 05.     (N)    072 32 47.     (W)     SCALED    
 LX2897* NAVD 88     -        70.911  (meters)     232.65   (feet)  ADJUSTED  
 LX2897  ___________________________________________________________________
 LX2897  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2897  DYNAMIC HT  -          70.889 (meters)     232.57  (feet)  COMP
 LX2897  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 LX2897
 LX2897  VERT ORDER  -  FIRST     CLASS II
 LX2897
 LX2897.The horizontal coordinates were scaled from a topographic map and have
 LX2897.an estimated accuracy of +/- 6 seconds.
 LX2897
 LX2897.The orthometric height was determined by differential leveling
 LX2897.and adjusted by the National Geodetic Survey in June 1991..
 LX2897
 LX2897.The geoid height was determined by GEOID03.
 LX2897
 LX2897.The dynamic height is computed by dividing the NAVD 88
 LX2897.geopotential number by the normal gravity value computed on the
 LX2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2897.degrees latitude (g = 980.6199 gals.).
 LX2897
 LX2897.The modeled gravity was interpolated from observed gravity values.
 LX2897
 LX2897;                    North         East    Units  Estimated Accuracy
 LX2897;SPC CT       -   263,640.      321,710.      MT  (+/- 180 meters Scaled)
 LX2897
 LX2897                          SUPERSEDED SURVEY CONTROL
 LX2897
 LX2897.No superseded survey control is available for this station.
 LX2897
 LX2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM037343(NAD 83)
 LX2897_MARKER: I = METAL ROD
 LX2897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2897_SP_SET: STAINLESS STEEL ROD
 LX2897_STAMPING: T 85 1986
 LX2897_MARK LOGO: NGS   
 LX2897_PROJECTION: FLUSH
 LX2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2897_ROD/PIPE-DEPTH: 6.1  meters
 LX2897
 LX2897  HISTORY     - Date     Condition        Report By
 LX2897  HISTORY     - 1986     MONUMENTED       NGS
 LX2897
 LX2897                          STATION DESCRIPTION
 LX2897
 LX2897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2897'1.4 KM (0.85 MI) NE FROM SOUTH WINDSOR.
 LX2897'0.24 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 LX2897'IN SOUTH WINDSOR, THENCE 1.21 KM (0.75 MI) NORTHEASTERLY ALONG STATE
 LX2897'HIGHWAY 74 TO THE MARK ON THE LEFT.  IT IS 13.72 METERS (45.0 FT)
 LX2897'NORTH FROM THE CENTERLINE OF THE HIGHWAY, 6.86 METERS (22.5 FT)
 LX2897'WEST OF CENTERLINE OF SAND HILL ROAD AND 1.16 METERS (3.8 FT)
 LX2897'NORTH FROM UTILITY BRACE POLE NO. 278-S WITH TWO GUY WIRES GOING
 LX2897'TO ONE ANCHOR.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LX2897'LOGO CAP.
 LX2897'THE MARK IS 0.46 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3290 ***********************************************************************
 LX3290  DESIGNATION -  T 86
 LX3290  PID         -  LX3290
 LX3290  STATE/COUNTY-  CT/HARTFORD
 LX3290  USGS QUAD   -  HARTFORD NORTH (1992)
 LX3290
 LX3290                         *CURRENT SURVEY CONTROL
 LX3290  ___________________________________________________________________
 LX3290* NAD 83(1986)-  41 45 06.     (N)    072 38 25.     (W)     SCALED    
 LX3290* NAVD 88     -         7.883  (meters)      25.86   (feet)  ADJUSTED  
 LX3290  ___________________________________________________________________
 LX3290  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX3290  DYNAMIC HT  -           7.881 (meters)      25.86  (feet)  COMP
 LX3290  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 LX3290
 LX3290  VERT ORDER  -  FIRST     CLASS II
 LX3290
 LX3290.The horizontal coordinates were scaled from a topographic map and have
 LX3290.an estimated accuracy of +/- 6 seconds.
 LX3290
 LX3290.The orthometric height was determined by differential leveling
 LX3290.and adjusted by the National Geodetic Survey in June 1991..
 LX3290
 LX3290.The geoid height was determined by GEOID03.
 LX3290
 LX3290.The dynamic height is computed by dividing the NAVD 88
 LX3290.geopotential number by the normal gravity value computed on the
 LX3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3290.degrees latitude (g = 980.6199 gals.).
 LX3290
 LX3290.The modeled gravity was interpolated from observed gravity values.
 LX3290
 LX3290;                    North         East    Units  Estimated Accuracy
 LX3290;SPC CT       -   254,400.      313,930.      MT  (+/- 180 meters Scaled)
 LX3290
 LX3290                          SUPERSEDED SURVEY CONTROL
 LX3290
 LX3290.No superseded survey control is available for this station.
 LX3290
 LX3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM961248(NAD 83)
 LX3290_MARKER: DB = BENCH MARK DISK
 LX3290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3290_SP_SET: HEADWALL OF CULVERT
 LX3290_STAMPING: T 86 1986
 LX3290_MARK LOGO: NGS   
 LX3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3290+STABILITY: SURFACE MOTION
 LX3290
 LX3290  HISTORY     - Date     Condition        Report By
 LX3290  HISTORY     - 1986     MONUMENTED       NGS
 LX3290
 LX3290                          STATION DESCRIPTION
 LX3290
 LX3290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3290'2.0 KM (1.25 MI) SOUTH FROM EAST HARTFORD.
 LX3290'2.0 KM (1.25 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN EAST
 LX3290'HARTFORD TO THE MARK ON THE RIGHT.  IT IS 14.20 METERS (46.6 FT) WEST
 LX3290'OF THE CENTERLINE OF THE HIGHWAY, 15.24 METERS (50.0 FT) NORTHWEST OF
 LX3290'SNET POLE NO. 2479 WITH A TRANSFORMER AND STREET LIGHT AND 12.65
 LX3290'METERS (41.5 FT) NORTH OF THE NORTH CORNER OF A MASONARY BLOCK
 LX3290'BUILDING OWNED BY SPEEDY MUFFLER KING.
 LX3290'THE MARK IS 1.22 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2991 ***********************************************************************
 LX2991  DESIGNATION -  T 87
 LX2991  PID         -  LX2991
 LX2991  STATE/COUNTY-  CT/WINDHAM
 LX2991  USGS QUAD   -  EASTFORD (1983)
 LX2991
 LX2991                         *CURRENT SURVEY CONTROL
 LX2991  ___________________________________________________________________
 LX2991* NAD 83(1986)-  41 53 42.     (N)    072 03 19.     (W)     SCALED    
 LX2991* NAVD 88     -       213.139  (meters)     699.27   (feet)  ADJUSTED  
 LX2991  ___________________________________________________________________
 LX2991  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2991  DYNAMIC HT  -         213.066 (meters)     699.03  (feet)  COMP
 LX2991  MODELED GRAV-     980,272.2   (mgal)                       NAVD 88
 LX2991
 LX2991  VERT ORDER  -  FIRST     CLASS II
 LX2991
 LX2991.The horizontal coordinates were scaled from a topographic map and have
 LX2991.an estimated accuracy of +/- 6 seconds.
 LX2991
 LX2991.The orthometric height was determined by differential leveling
 LX2991.and adjusted by the National Geodetic Survey in June 1991..
 LX2991
 LX2991.The geoid height was determined by GEOID03.
 LX2991
 LX2991.The dynamic height is computed by dividing the NAVD 88
 LX2991.geopotential number by the normal gravity value computed on the
 LX2991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2991.degrees latitude (g = 980.6199 gals.).
 LX2991
 LX2991.The modeled gravity was interpolated from observed gravity values.
 LX2991
 LX2991;                    North         East    Units  Estimated Accuracy
 LX2991;SPC CT       -   270,540.      362,450.      MT  (+/- 180 meters Scaled)
 LX2991
 LX2991                          SUPERSEDED SURVEY CONTROL
 LX2991
 LX2991.No superseded survey control is available for this station.
 LX2991
 LX2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM442423(NAD 83)
 LX2991_MARKER: DB = BENCH MARK DISK
 LX2991_SETTING: 66 = SET IN ROCK OUTCROP
 LX2991_SP_SET: ROCK LEDGE
 LX2991_STAMPING: T 87 1986
 LX2991_MARK LOGO: NGS   
 LX2991_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2991+STABILITY: POSITION/ELEVATION WELL
 LX2991
 LX2991  HISTORY     - Date     Condition        Report By
 LX2991  HISTORY     - 1986     MONUMENTED       NGS
 LX2991
 LX2991                          STATION DESCRIPTION
 LX2991
 LX2991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2991'3.7 KM (2.3 MI) NORTH FROM PHOENIXVILLE.
 LX2991'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 198 FROM THE JUNCTION OF
 LX2991'U.S. HIGHWAY 44 IN PHOENIXVILLE, THENCE 2.4 KM (1.5 MI) EAST ALONG
 LX2991'BOSTON PIKE ROAD TO THE MARK ON THE RIGHT IN TOP OF A ROCK LEDGE.  IT
 LX2991'IS 4.27 METERS (14.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2991'7.56 METERS (24.8 FT) SOUTHWEST OF UTILITY POLE NO. 1467 AND 0.88
 LX2991'METERS (2.9 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE.
 LX2991'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 LX2991'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3020 ***********************************************************************
 LX3020  DESIGNATION -  T 88
 LX3020  PID         -  LX3020
 LX3020  STATE/COUNTY-  CT/TOLLAND
 LX3020  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3020
 LX3020                         *CURRENT SURVEY CONTROL
 LX3020  ___________________________________________________________________
 LX3020* NAD 83(1986)-  41 53 26.     (N)    072 17 28.     (W)     SCALED    
 LX3020* NAVD 88     -       128.853  (meters)     422.75   (feet)  ADJUSTED  
 LX3020  ___________________________________________________________________
 LX3020  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 LX3020  DYNAMIC HT  -         128.811 (meters)     422.61  (feet)  COMP
 LX3020  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 LX3020
 LX3020  VERT ORDER  -  FIRST     CLASS II
 LX3020
 LX3020.The horizontal coordinates were scaled from a topographic map and have
 LX3020.an estimated accuracy of +/- 6 seconds.
 LX3020
 LX3020.The orthometric height was determined by differential leveling
 LX3020.and adjusted by the National Geodetic Survey in June 1991..
 LX3020
 LX3020.The geoid height was determined by GEOID03.
 LX3020
 LX3020.The dynamic height is computed by dividing the NAVD 88
 LX3020.geopotential number by the normal gravity value computed on the
 LX3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3020.degrees latitude (g = 980.6199 gals.).
 LX3020
 LX3020.The modeled gravity was interpolated from observed gravity values.
 LX3020
 LX3020;                    North         East    Units  Estimated Accuracy
 LX3020;SPC CT       -   269,920.      342,890.      MT  (+/- 180 meters Scaled)
 LX3020
 LX3020                          SUPERSEDED SURVEY CONTROL
 LX3020
 LX3020.No superseded survey control is available for this station.
 LX3020
 LX3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM247411(NAD 83)
 LX3020_MARKER: DB = BENCH MARK DISK
 LX3020_SETTING: 66 = SET IN ROCK OUTCROP
 LX3020_SP_SET: ROCK CUT
 LX3020_STAMPING: T 88 1986
 LX3020_MARK LOGO: NGS   
 LX3020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3020+STABILITY: POSITION/ELEVATION WELL
 LX3020
 LX3020  HISTORY     - Date     Condition        Report By
 LX3020  HISTORY     - 1986     MONUMENTED       NGS
 LX3020
 LX3020                          STATION DESCRIPTION
 LX3020
 LX3020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3020'1.4 KM (0.85 MI) NORTH FROM WEST WILLINGTON.
 LX3020'1.4 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX3020'STATE HIGHWAY 74 IN WEST WILLINGTON TO THE MARK ON THE RIGHT, IN TOP
 LX3020'OF AND ABOUT CENTER OF A ROCK CUT. 8.99 METERS (29.5 FT) SOUTHEAST OF
 LX3020'THE CENTERLINE OF THE HIGHWAY, 18.14 METERS (59.5 FT) SOUTHEAST OF AND
 LX3020'ACROSS THE HIGHWAY FROM UTILITY POLE NUMBER 236, 11.89 METERS (39.0
 LX3020'FT) SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT.
 LX3020'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LX3020'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3302 ***********************************************************************
 LX3302  DESIGNATION -  T 89
 LX3302  PID         -  LX3302
 LX3302  STATE/COUNTY-  CT/NEW LONDON
 LX3302  USGS QUAD   -  COLCHESTER (1984)
 LX3302
 LX3302                         *CURRENT SURVEY CONTROL
 LX3302  ___________________________________________________________________
 LX3302* NAD 83(1986)-  41 37 17.     (N)    072 15 06.     (W)     SCALED    
 LX3302* NAVD 88     -       131.124  (meters)     430.20   (feet)  ADJUSTED  
 LX3302  ___________________________________________________________________
 LX3302  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3302  DYNAMIC HT  -         131.076 (meters)     430.04  (feet)  COMP
 LX3302  MODELED GRAV-     980,261.4   (mgal)                       NAVD 88
 LX3302
 LX3302  VERT ORDER  -  FIRST     CLASS II
 LX3302
 LX3302.The horizontal coordinates were scaled from a topographic map and have
 LX3302.an estimated accuracy of +/- 6 seconds.
 LX3302
 LX3302.The orthometric height was determined by differential leveling
 LX3302.and adjusted by the National Geodetic Survey in June 1991..
 LX3302
 LX3302.The geoid height was determined by GEOID03.
 LX3302
 LX3302.The dynamic height is computed by dividing the NAVD 88
 LX3302.geopotential number by the normal gravity value computed on the
 LX3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3302.degrees latitude (g = 980.6199 gals.).
 LX3302
 LX3302.The modeled gravity was interpolated from observed gravity values.
 LX3302
 LX3302;                    North         East    Units  Estimated Accuracy
 LX3302;SPC CT       -   240,040.      346,330.      MT  (+/- 180 meters Scaled)
 LX3302
 LX3302                          SUPERSEDED SURVEY CONTROL
 LX3302
 LX3302.No superseded survey control is available for this station.
 LX3302
 LX3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM289113(NAD 83)
 LX3302_MARKER: I = METAL ROD
 LX3302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3302_SP_SET: STAINLESS STEEL ROD
 LX3302_STAMPING: T 89 1986
 LX3302_MARK LOGO: NGS   
 LX3302_PROJECTION: FLUSH
 LX3302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3302_ROD/PIPE-DEPTH: 3.5  meters
 LX3302
 LX3302  HISTORY     - Date     Condition        Report By
 LX3302  HISTORY     - 1986     MONUMENTED       NGS
 LX3302  HISTORY     - 19901020 GOOD             USPSQD
 LX3302
 LX3302                          STATION DESCRIPTION
 LX3302
 LX3302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3302'3.7 KM (2.3 MI) SW FROM LEBANON.
 LX3302'3.7 KM (2.3 MI) SOUTHWEST ALONG STATE HIGHWAY 207 FROM ITS
 LX3302'INTERSECTION WITH STATE HIGHWAY 87 IN LEBANON TO THE MARK ON THE
 LX3302'RIGHT.  ALSO 0.55 KM (0.35 MI) EAST OF THE JUNCTION OF NORTH STREET.
 LX3302'IT IS 6.25 METERS (20.5 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 LX3302'HIGHWAY, 16.46 METERS (54.0 FT) SOUTH-SOUTHEAST OF A STONE WALL
 LX3302'WHICH PARALLELS THE HIGHWAY AND 1.22 METERS (4.0 FT) SOUTH-SOUTHWEST
 LX3302'OF UTILITY POLE NO. 101.
 LX3302'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3302'THE MARK IS 0.46 M ABOVE HIGHWAY.
 LX3302
 LX3302                          STATION RECOVERY (1990)
 LX3302
 LX3302'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0019 ***********************************************************************
 LX0019  DESIGNATION -  T 9
 LX0019  PID         -  LX0019
 LX0019  STATE/COUNTY-  CT/NEW LONDON
 LX0019  USGS QUAD   -  NORWICH (1983)
 LX0019
 LX0019                         *CURRENT SURVEY CONTROL
 LX0019  ___________________________________________________________________
 LX0019* NAD 83(1986)-  41 37 09.     (N)    072 04 52.     (W)     SCALED    
 LX0019* NAVD 88     -        42.440  (meters)     139.24   (feet)  ADJUSTED  
 LX0019  ___________________________________________________________________
 LX0019  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX0019  DYNAMIC HT  -          42.425 (meters)     139.19  (feet)  COMP
 LX0019  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LX0019
 LX0019  VERT ORDER  -  FIRST     CLASS II
 LX0019
 LX0019.The horizontal coordinates were scaled from a topographic map and have
 LX0019.an estimated accuracy of +/- 6 seconds.
 LX0019
 LX0019.The orthometric height was determined by differential leveling
 LX0019.and adjusted by the National Geodetic Survey in June 1991..
 LX0019
 LX0019.The geoid height was determined by GEOID03.
 LX0019
 LX0019.The dynamic height is computed by dividing the NAVD 88
 LX0019.geopotential number by the normal gravity value computed on the
 LX0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0019.degrees latitude (g = 980.6199 gals.).
 LX0019
 LX0019.The modeled gravity was interpolated from observed gravity values.
 LX0019
 LX0019;                    North         East    Units  Estimated Accuracy
 LX0019;SPC CT       -   239,890.      360,550.      MT  (+/- 180 meters Scaled)
 LX0019
 LX0019                          SUPERSEDED SURVEY CONTROL
 LX0019
 LX0019  NGVD 29 (??/??/92)   42.716  (m)          140.14   (f) ADJ UNCH    1 2
 LX0019
 LX0019.Superseded values are not recommended for survey control.
 LX0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0019.See file dsdata.txt to determine how the superseded data were derived.
 LX0019
 LX0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM431116(NAD 83)
 LX0019_MARKER: DB = BENCH MARK DISK
 LX0019_SETTING: 66 = SET IN ROCK OUTCROP
 LX0019_SP_SET: ROCK LEDGE
 LX0019_STAMPING: 140.144 FT T 9 1923
 LX0019_MARK LOGO: CGS   
 LX0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0019+STABILITY: POSITION/ELEVATION WELL
 LX0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0019+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LX0019
 LX0019  HISTORY     - Date     Condition        Report By
 LX0019  HISTORY     - 1923     MONUMENTED       CGS
 LX0019  HISTORY     - 1951     GOOD             NGS
 LX0019  HISTORY     - 1984     GOOD             NGS
 LX0019  HISTORY     - 20060523 GOOD             USPSQD
 LX0019
 LX0019                          STATION DESCRIPTION
 LX0019
 LX0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0019'AT BALTIC.
 LX0019'AT BALTIC, NEW LONDON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0019'HARTFORD RAILROAD, 24 RAILS SOUTHEAST OF THE STATION, 9 RAILS
 LX0019'NORTHWEST OF SECTIONHOUSE 476, 12 YARDS NORTHWEST OF THE RANGE
 LX0019'OF THE SOUTHEAST WALL OF A CONCRETE STOREHOUSE OF THE BALTIC
 LX0019'MILLS, 6.3 FEET NORTHEAST OF THE NORTHEAST RAIL, IN A PROJECTING
 LX0019'ROCK LEDGE, AND ABOUT 3 FEET ABOVE THE TRACK.  A STANDARD DISK,
 LX0019'STAMPED 140.144 FT T 9 1923.
 LX0019
 LX0019                          STATION RECOVERY (1984)
 LX0019
 LX0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0019'RECOVERED IN GOOD CONDITION, THE 1923 DESCRIPTION IS ADEQUATE EXCEPT
 LX0019'THE RAILROAD STATION IS NOW THE WESTERN GRAIN COMPANY, ADD--0.2 KM
 LX0019'(0.1 MI) SOUTHEAST OF THE PENN CENTRAL RAIL CROSSING STATE HIGHWAY 97.
 LX0019
 LX0019                          STATION RECOVERY (2006)
 LX0019
 LX0019'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0019'FOUND GOOD.  MARK IS 39.1 FT NW OF THE RANGE OF THE SE FACE OF THE
 LX0019'WESTERN GRAIN CO BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3376 ***********************************************************************
 LX3376  DESIGNATION -  T 90
 LX3376  PID         -  LX3376
 LX3376  STATE/COUNTY-  CT/NEW LONDON
 LX3376  USGS QUAD   -  NORWICH (1983)
 LX3376
 LX3376                         *CURRENT SURVEY CONTROL
 LX3376  ___________________________________________________________________
 LX3376* NAD 83(1986)-  41 30 42.     (N)    072 06 50.     (W)     SCALED    
 LX3376* NAVD 88     -        29.660  (meters)      97.31   (feet)  ADJUSTED  
 LX3376  ___________________________________________________________________
 LX3376  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3376  DYNAMIC HT  -          29.650 (meters)      97.28  (feet)  COMP
 LX3376  MODELED GRAV-     980,275.2   (mgal)                       NAVD 88
 LX3376
 LX3376  VERT ORDER  -  FIRST     CLASS II
 LX3376
 LX3376.The horizontal coordinates were scaled from a topographic map and have
 LX3376.an estimated accuracy of +/- 6 seconds.
 LX3376
 LX3376.The orthometric height was determined by differential leveling
 LX3376.and adjusted by the National Geodetic Survey in June 1991..
 LX3376
 LX3376.The geoid height was determined by GEOID03.
 LX3376
 LX3376.The dynamic height is computed by dividing the NAVD 88
 LX3376.geopotential number by the normal gravity value computed on the
 LX3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3376.degrees latitude (g = 980.6199 gals.).
 LX3376
 LX3376.The modeled gravity was interpolated from observed gravity values.
 LX3376
 LX3376;                    North         East    Units  Estimated Accuracy
 LX3376;SPC CT       -   227,930.      357,900.      MT  (+/- 180 meters Scaled)
 LX3376
 LX3376                          SUPERSEDED SURVEY CONTROL
 LX3376
 LX3376.No superseded survey control is available for this station.
 LX3376
 LX3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL408995(NAD 83)
 LX3376_MARKER: DB = BENCH MARK DISK
 LX3376_SETTING: 66 = SET IN ROCK OUTCROP
 LX3376_SP_SET: ROCK OUTCROP
 LX3376_STAMPING: T 90 1986
 LX3376_MARK LOGO: NGS   
 LX3376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3376+STABILITY: POSITION/ELEVATION WELL
 LX3376
 LX3376  HISTORY     - Date     Condition        Report By
 LX3376  HISTORY     - 1986     MONUMENTED       NGS
 LX3376  HISTORY     - 19901129 GOOD             USPSQD
 LX3376  HISTORY     - 20060420 GOOD             USPSQD
 LX3376
 LX3376                          STATION DESCRIPTION
 LX3376
 LX3376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3376'2.6 KM (1.6 MI) WEST FROM NORWICH.
 LX3376'2.6 KM (1.6 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF STATE
 LX3376'HIGHWAY 32 IN NORWICH TO THE JUNCTION OF WAWECUS HILL ROAD, THENCE
 LX3376'0.08 KM (0.05 MI) NORTHEAST TO THE MARK ON THE RIGHT IN EXPOSED ROCK
 LX3376'OUTCROP BY A GIANT OAK TREE, 6.10 METERS (20.0 FT) NORTHEAST OF
 LX3376'THE CENTER OF WAWECUS HILL ROAD, 4.94 METERS (16.2 FT)
 LX3376'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF THE GIANT OAK TREE.
 LX3376'THE MARK IS 0.53 METERS  SSW FROM  A WITNESS POST
 LX3376'THE MARK IS 0.76 M ABOVE ROAD.
 LX3376
 LX3376                          STATION RECOVERY (1990)
 LX3376
 LX3376'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3376'RECOVERED IN GOOD CONDITION.
 LX3376
 LX3376                          STATION RECOVERY (2006)
 LX3376
 LX3376'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3155 ***********************************************************************
 LX3155  DESIGNATION -  T 91
 LX3155  PID         -  LX3155
 LX3155  STATE/COUNTY-  CT/MIDDLESEX
 LX3155  USGS QUAD   -  MIDDLETOWN (1992)
 LX3155
 LX3155                         *CURRENT SURVEY CONTROL
 LX3155  ___________________________________________________________________
 LX3155* NAD 83(1986)-  41 36 31.     (N)    072 40 34.     (W)     SCALED    
 LX3155* NAVD 88     -        29.685  (meters)      97.39   (feet)  ADJUSTED  
 LX3155  ___________________________________________________________________
 LX3155  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX3155  DYNAMIC HT  -          29.676 (meters)      97.36  (feet)  COMP
 LX3155  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX3155
 LX3155  VERT ORDER  -  FIRST     CLASS II
 LX3155
 LX3155.The horizontal coordinates were scaled from a topographic map and have
 LX3155.an estimated accuracy of +/- 6 seconds.
 LX3155
 LX3155.The orthometric height was determined by differential leveling
 LX3155.and adjusted by the National Geodetic Survey in June 1991..
 LX3155
 LX3155.The geoid height was determined by GEOID03.
 LX3155
 LX3155.The dynamic height is computed by dividing the NAVD 88
 LX3155.geopotential number by the normal gravity value computed on the
 LX3155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3155.degrees latitude (g = 980.6199 gals.).
 LX3155
 LX3155.The modeled gravity was interpolated from observed gravity values.
 LX3155
 LX3155;                    North         East    Units  Estimated Accuracy
 LX3155;SPC CT       -   238,500.      310,960.      MT  (+/- 180 meters Scaled)
 LX3155
 LX3155                          SUPERSEDED SURVEY CONTROL
 LX3155
 LX3155.No superseded survey control is available for this station.
 LX3155
 LX3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM936089(NAD 83)
 LX3155_MARKER: DB = BENCH MARK DISK
 LX3155_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3155_SP_SET: BRIDGE ABUTMENT
 LX3155_STAMPING: T 91 1986
 LX3155_MARK LOGO: NGS   
 LX3155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3155
 LX3155  HISTORY     - Date     Condition        Report By
 LX3155  HISTORY     - 1986     MONUMENTED       NGS
 LX3155
 LX3155                          STATION DESCRIPTION
 LX3155
 LX3155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3155'8.9 KM (5.55 MI) SW FROM ROCKY HILL.
 LX3155'3.4 KM (2.15 MI) WEST ALONG STATE HIGHWAY 160 FROM THE JUNCTION OF
 LX3155'STATE HIGHWAY 99 IN ROCKY HILL TO THE JUNCTION OF STATE HIGHWAY 3,
 LX3155'THENCE 5.5 KM (3.4 MI) SOUTH ALONG STATE HIGHWAY 3 TO THE MARK ON THE
 LX3155'RIGHT IN THE NORTHWEST ABUTMENT.  IT IS 6.4 METERS (21.3 FT) WEST OF
 LX3155'THE CENTERLINE OF STATE HIGHWAY 3 AND 2.3 METERS (7.7 FT) SOUTH OF
 LX3155'THE NORTH END OF BRIDGE.
 LX3155'THE MARK IS 0.18 M ABOVE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3441 ***********************************************************************
 LX3441  DESIGNATION -  T 92
 LX3441  PID         -  LX3441
 LX3441  STATE/COUNTY-  CT/NEW LONDON
 LX3441  USGS QUAD   -  OLD LYME (1976)
 LX3441
 LX3441                         *CURRENT SURVEY CONTROL
 LX3441  ___________________________________________________________________
 LX3441* NAD 83(1986)-  41 20 03.     (N)    072 18 54.     (W)     SCALED    
 LX3441* NAVD 88     -        11.999  (meters)      39.37   (feet)  ADJUSTED  
 LX3441  ___________________________________________________________________
 LX3441  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX3441  DYNAMIC HT  -          11.995 (meters)      39.35  (feet)  COMP
 LX3441  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LX3441
 LX3441  VERT ORDER  -  FIRST     CLASS II
 LX3441
 LX3441.The horizontal coordinates were scaled from a topographic map and have
 LX3441.an estimated accuracy of +/- 6 seconds.
 LX3441
 LX3441.The orthometric height was determined by differential leveling
 LX3441.and adjusted by the National Geodetic Survey in June 1991..
 LX3441
 LX3441.The geoid height was determined by GEOID03.
 LX3441
 LX3441.The dynamic height is computed by dividing the NAVD 88
 LX3441.geopotential number by the normal gravity value computed on the
 LX3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3441.degrees latitude (g = 980.6199 gals.).
 LX3441
 LX3441.The modeled gravity was interpolated from observed gravity values.
 LX3441
 LX3441;                    North         East    Units  Estimated Accuracy
 LX3441;SPC CT       -   208,110.      341,210.      MT  (+/- 180 meters Scaled)
 LX3441
 LX3441                          SUPERSEDED SURVEY CONTROL
 LX3441
 LX3441.No superseded survey control is available for this station.
 LX3441
 LX3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL246793(NAD 83)
 LX3441_MARKER: DB = BENCH MARK DISK
 LX3441_SETTING: 66 = SET IN ROCK OUTCROP
 LX3441_SP_SET: ROCK OUTCROP
 LX3441_STAMPING: T 92 1986
 LX3441_MARK LOGO: NGS   
 LX3441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3441+STABILITY: POSITION/ELEVATION WELL
 LX3441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3441+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2001
 LX3441
 LX3441  HISTORY     - Date     Condition        Report By
 LX3441  HISTORY     - 1986     MONUMENTED       NGS
 LX3441  HISTORY     - 1989     GOOD             USPSQD
 LX3441  HISTORY     - 19901206 GOOD             USPSQD
 LX3441  HISTORY     - 20011015 GOOD             USPSQD
 LX3441
 LX3441                          STATION DESCRIPTION
 LX3441
 LX3441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3441'1.6 KM (1.0 MI) EAST FROM OLD LYME.
 LX3441'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3441'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE RIGHT.  IT IS 12.4 METERS
 LX3441'(41.0 FT) SOUTH OF THE CENTERLINE OF U.S HIGHWAY 1, 11.2 METERS (37.0
 LX3441'FT) NORTH OF THE CENTER OF A DRIVE LEADING TO HOME OF MR. KIERNAN, 2.8
 LX3441'METERS (9.5 FT) SOUTH OF A CHERRY TREE, 2.4 METERS (8.2 FT) WEST OF A
 LX3441'18-INCH WHITE OAK TREE AND 0.82 METER (2.7 FT) EAST OF A 12-INCH WHITE
 LX3441'OAK TREE.
 LX3441'THE MARK IS 0.91 M ABOVE U.S. HIGHWAY 1.
 LX3441
 LX3441                          STATION RECOVERY (1989)
 LX3441
 LX3441'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3441'RECOVERED IN GOOD CONDITION.
 LX3441
 LX3441                          STATION RECOVERY (1990)
 LX3441
 LX3441'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3441'RECOVERED IN GOOD CONDITION.
 LX3441
 LX3441                          STATION RECOVERY (2001)
 LX3441
 LX3441'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX3441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3200 ***********************************************************************
 LX3200  DESIGNATION -  T 93
 LX3200  PID         -  LX3200
 LX3200  STATE/COUNTY-  CT/WINDHAM
 LX3200  USGS QUAD   -  HAMPTON (1984)
 LX3200
 LX3200                         *CURRENT SURVEY CONTROL
 LX3200  ___________________________________________________________________
 LX3200* NAD 83(1986)-  41 49 50.     (N)    072 01 22.     (W)     SCALED    
 LX3200* NAVD 88     -       170.468  (meters)     559.28   (feet)  ADJUSTED  
 LX3200  ___________________________________________________________________
 LX3200  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3200  DYNAMIC HT  -         170.408 (meters)     559.08  (feet)  COMP
 LX3200  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 LX3200
 LX3200  VERT ORDER  -  FIRST     CLASS II
 LX3200
 LX3200.The horizontal coordinates were scaled from a topographic map and have
 LX3200.an estimated accuracy of +/- 6 seconds.
 LX3200
 LX3200.The orthometric height was determined by differential leveling
 LX3200.and adjusted by the National Geodetic Survey in June 1991..
 LX3200
 LX3200.The geoid height was determined by GEOID03.
 LX3200
 LX3200.The dynamic height is computed by dividing the NAVD 88
 LX3200.geopotential number by the normal gravity value computed on the
 LX3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3200.degrees latitude (g = 980.6199 gals.).
 LX3200
 LX3200.The modeled gravity was interpolated from observed gravity values.
 LX3200
 LX3200;                    North         East    Units  Estimated Accuracy
 LX3200;SPC CT       -   263,410.      365,210.      MT  (+/- 180 meters Scaled)
 LX3200
 LX3200                          SUPERSEDED SURVEY CONTROL
 LX3200
 LX3200.No superseded survey control is available for this station.
 LX3200
 LX3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM472352(NAD 83)
 LX3200_MARKER: DB = BENCH MARK DISK
 LX3200_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX3200_SP_SET: MASSIVE HEADWALL
 LX3200_STAMPING: T 93 1986
 LX3200_MARK LOGO: NGS   
 LX3200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3200+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 LX3200
 LX3200  HISTORY     - Date     Condition        Report By
 LX3200  HISTORY     - 1986     MONUMENTED       NGS
 LX3200  HISTORY     - 20050823 GOOD             GEOCAC
 LX3200
 LX3200                          STATION DESCRIPTION
 LX3200
 LX3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3200'3.7 KM (2.3 MI) SOUTH FROM ABINGTON.
 LX3200'3.7 KM (2.3 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 LX3200'HIGHWAY 44 IN ABINGTON TO THE MARK ON THE LEFT, IN TOP OF THE
 LX3200'SOUTHEAST HEADWALL OF A LARGE BOX CULVERT UNDER THE HIGHWAY, 6.10
 LX3200'METERS (20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.70
 LX3200'METER (2.3 FT) SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 LX3200'THE MARK IS 0.30 M BELOW HIGHWAY.
 LX3200
 LX3200                          STATION RECOVERY (2005)
 LX3200
 LX3200'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3242 ***********************************************************************
 LX3242  DESIGNATION -  T 96
 LX3242  PID         -  LX3242
 LX3242  STATE/COUNTY-  CT/NEW LONDON
 LX3242  USGS QUAD   -  COLCHESTER (1984)
 LX3242
 LX3242                         *CURRENT SURVEY CONTROL
 LX3242  ___________________________________________________________________
 LX3242* NAD 83(1986)-  41 34 31.     (N)    072 19 31.     (W)     SCALED    
 LX3242* NAVD 88     -       139.841  (meters)     458.80   (feet)  ADJUSTED  
 LX3242  ___________________________________________________________________
 LX3242  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX3242  DYNAMIC HT  -         139.792 (meters)     458.63  (feet)  COMP
 LX3242  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 LX3242
 LX3242  VERT ORDER  -  FIRST     CLASS II
 LX3242
 LX3242.The horizontal coordinates were scaled from a topographic map and have
 LX3242.an estimated accuracy of +/- 6 seconds.
 LX3242
 LX3242.The orthometric height was determined by differential leveling
 LX3242.and adjusted by the National Geodetic Survey in June 1991..
 LX3242
 LX3242.The geoid height was determined by GEOID03.
 LX3242
 LX3242.The dynamic height is computed by dividing the NAVD 88
 LX3242.geopotential number by the normal gravity value computed on the
 LX3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3242.degrees latitude (g = 980.6199 gals.).
 LX3242
 LX3242.The modeled gravity was interpolated from observed gravity values.
 LX3242
 LX3242;                    North         East    Units  Estimated Accuracy
 LX3242;SPC CT       -   234,890.      340,220.      MT  (+/- 180 meters Scaled)
 LX3242
 LX3242                          SUPERSEDED SURVEY CONTROL
 LX3242
 LX3242.No superseded survey control is available for this station.
 LX3242
 LX3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM229060(NAD 83)
 LX3242_MARKER: DB = BENCH MARK DISK
 LX3242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3242_SP_SET: ABUTMENT
 LX3242_STAMPING: T 96 1986
 LX3242_MARK LOGO: NGS   
 LX3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3242+STABILITY: SURFACE MOTION
 LX3242
 LX3242  HISTORY     - Date     Condition        Report By
 LX3242  HISTORY     - 1986     MONUMENTED       NGS
 LX3242  HISTORY     - 19901115 GOOD             USPSQD
 LX3242
 LX3242                          STATION DESCRIPTION
 LX3242
 LX3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3242'0.6 KM (0.35 MI) EAST FROM COLCHESTER.
 LX3242'0.6 KM (0.35 MI) EAST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE
 LX3242'IN COLCHESTER TO THE MARK ON THE LEFT IN THE NORTHWEST ABUTMENT OF
 LX3242'BRIDGE OVER JUDD BROOK.  IT IS 6.7 METERS (22.3 FT) NORTH OF THE
 LX3242'CENTERLINE OF OLD STATE HIGHWAY 2.
 LX3242'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3242
 LX3242                          STATION RECOVERY (1990)
 LX3242
 LX3242'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3412 ***********************************************************************
 LX3412  DESIGNATION -  T 97
 LX3412  PID         -  LX3412
 LX3412  STATE/COUNTY-  CT/NEW LONDON
 LX3412  USGS QUAD   -  UNCASVILLE (1984)
 LX3412
 LX3412                         *CURRENT SURVEY CONTROL
 LX3412  ___________________________________________________________________
 LX3412* NAD 83(1986)-  41 23 49.     (N)    072 06 33.     (W)     SCALED    
 LX3412* NAVD 88     -        30.359  (meters)      99.60   (feet)  ADJUSTED  
 LX3412  ___________________________________________________________________
 LX3412  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX3412  DYNAMIC HT  -          30.349 (meters)      99.57  (feet)  COMP
 LX3412  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 LX3412
 LX3412  VERT ORDER  -  FIRST     CLASS II
 LX3412
 LX3412.The horizontal coordinates were scaled from a topographic map and have
 LX3412.an estimated accuracy of +/- 6 seconds.
 LX3412
 LX3412.The orthometric height was determined by differential leveling
 LX3412.and adjusted by the National Geodetic Survey in June 1991..
 LX3412
 LX3412.The geoid height was determined by GEOID03.
 LX3412
 LX3412.The dynamic height is computed by dividing the NAVD 88
 LX3412.geopotential number by the normal gravity value computed on the
 LX3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3412.degrees latitude (g = 980.6199 gals.).
 LX3412
 LX3412.The modeled gravity was interpolated from observed gravity values.
 LX3412
 LX3412;                    North         East    Units  Estimated Accuracy
 LX3412;SPC CT       -   215,190.      358,390.      MT  (+/- 180 meters Scaled)
 LX3412
 LX3412                          SUPERSEDED SURVEY CONTROL
 LX3412
 LX3412.No superseded survey control is available for this station.
 LX3412
 LX3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL416868(NAD 83)
 LX3412_MARKER: DB = BENCH MARK DISK
 LX3412_SETTING: 66 = SET IN ROCK OUTCROP
 LX3412_SP_SET: ROCK OUTCROP
 LX3412_STAMPING: T 97 1986
 LX3412_MARK LOGO: NGS   
 LX3412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3412+STABILITY: POSITION/ELEVATION WELL
 LX3412
 LX3412  HISTORY     - Date     Condition        Report By
 LX3412  HISTORY     - 1986     MONUMENTED       NGS
 LX3412  HISTORY     - 1989     GOOD             USPSQD
 LX3412  HISTORY     - 20020328 MARK NOT FOUND   USPSQD
 LX3412
 LX3412                          STATION DESCRIPTION
 LX3412
 LX3412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3412'0.8 KM (0.5 MI) SW FROM QUAKER HILL.
 LX3412'0.8 KM (0.5 MI) SOUTHWEST ALONG OLD NORWICH ROAD FROM THE POST OFFICE
 LX3412'IN QUAKER HILL TO THE MARK ON THE LEFT BEFORE THE JUNCTION OF DUNBAR
 LX3412'AND BETWEEN UTILITY POLE NO. 3404 AND AN UNNUMBERED POLE ON THE
 LX3412'OPPOSITE SIDE OF THE ROAD IN TOP OF A PARTIALLY EXPOSED ROCK OUTCROP.
 LX3412'IT IS 6.10 METERS (20.0 FT) NORTHEAST OF THE CENTERLINE OF OLD NORWICH
 LX3412'ROAD.
 LX3412'THE MARK IS 0.15 METERS  NNW FROM  A WITNESS POST
 LX3412'THE MARK IS 0.61 M ABOVE OLD NORWICH ROAD.
 LX3412
 LX3412                          STATION RECOVERY (1989)
 LX3412
 LX3412'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3412'RECOVERED IN GOOD CONDITION.
 LX3412
 LX3412                          STATION RECOVERY (2002)
 LX3412
 LX3412'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LX3412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7277 ***********************************************************************
 LX7277  DESIGNATION -  TAINE MTN
 LX7277  PID         -  LX7277
 LX7277  STATE/COUNTY-  CT/HARTFORD
 LX7277  USGS QUAD   -  COLLINSVILLE (1984)
 LX7277
 LX7277                         *CURRENT SURVEY CONTROL
 LX7277  ___________________________________________________________________
 LX7277* NAD 83(1996)-  41 45 50.59036(N)    072 55 22.69659(W)     ADJUSTED  
 LX7277* NAVD 88     -       276.4    (meters)     907.     (feet)  VERTCON   
 LX7277  ___________________________________________________________________
 LX7277  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LX7277  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 LX7277
 LX7277  HORZ ORDER  -  FIRST
 LX7277
 LX7277.The horizontal coordinates were established by classical geodetic methods
 LX7277.and adjusted by the National Geodetic Survey in August 1998..
 LX7277
 LX7277.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7277
 LX7277.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7277
 LX7277.The geoid height was determined by GEOID03.
 LX7277
 LX7277;                    North         East     Units Scale Factor Converg.
 LX7277;SPC CT       -   255,780.374   290,417.126   MT  0.99999121   -0 06 52.9
 LX7277;SPC CT       -   839,172.78    952,810.19   sFT  0.99999121   -0 06 52.9
 LX7277;SPC MA M     -   835,849.904    81,677.501   MT  0.99999340   -0 57 21.1
 LX7277;SPC MA M     - 2,742,284.23    267,970.27   sFT  0.99999340   -0 57 21.1
 LX7277;UTM  18      - 4,625,664.707   672,652.895   MT  0.99996683   +1 23 01.6
 LX7277
 LX7277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7277!SPC CT       -   0.99996118  x   0.99999121  =   0.99995239
 LX7277!SPC MA M     -   0.99996118  x   0.99999340  =   0.99995458
 LX7277!UTM  18      -   0.99996118  x   0.99996683  =   0.99992801
 LX7277
 LX7277|---------------------------------------------------------------------|
 LX7277| PID    Reference Object                     Distance      Geod. Az  |
 LX7277|                                                           dddmmss.s |
 LX7277| CZ7998 TAINE MTN RM 2                       22.830 METERS 13202     |
 LX7277| CZ7997 TAINE MTN RM 1                       21.743 METERS 30327     |
 LX7277| LX7271 WATER                               APPROX. 3.9 KM 3173829.5 |
 LX7277|---------------------------------------------------------------------|
 LX7277
 LX7277                          SUPERSEDED SURVEY CONTROL
 LX7277
 LX7277  NAD 83(1996)-  41 45 50.59003(N)    072 55 22.69673(W) AD(       ) 1
 LX7277  NAD 83(1992)-  41 45 50.59039(N)    072 55 22.69701(W) AD(       ) 1
 LX7277  NAD 83(1992)-  41 45 50.59160(N)    072 55 22.69824(W) AD(       ) 1
 LX7277  NAD 83(1986)-  41 45 50.59171(N)    072 55 22.69857(W) AD(       ) 1
 LX7277  NAD 27      -  41 45 50.23434(N)    072 55 24.33170(W) AD(       ) 1
 LX7277  NGVD 29 (07/19/86)  276.7    (m)          908.     (f) VERT ANG       
 LX7277
 LX7277.Superseded values are not recommended for survey control.
 LX7277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7277.See file dsdata.txt to determine how the superseded data were derived.
 LX7277
 LX7277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7265325665(NAD 83)
 LX7277_MARKER: DS = TRIANGULATION STATION DISK
 LX7277_SETTING: 66 = SET IN ROCK OUTCROP
 LX7277_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7277+STABILITY: POSITION/ELEVATION WELL
 LX7277
 LX7277  HISTORY     - Date     Condition        Report By
 LX7277  HISTORY     - 1980     MONUMENTED       NGS
 LX7277  HISTORY     - 1981     GOOD             NGS
 LX7277
 LX7277                          STATION DESCRIPTION
 LX7277
 LX7277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7277'THE STATION IS LOCATED 5 KM (3-1/4 MI) SOUTH OF COLINSVILLE, 4 KM
 LX7277'(2 1/2 MI) EAST-SOUTHEAST OF BURLINGTON, 3 KM (2 MI)
 LX7277'WEST-NORTHWEST OF UNIONVILLE, ON TOP OF TAINE MOUNTAIN.
 LX7277'OWNERSHIP--THE NATURE CONSERVATORY, 1800 NORTH KENT
 LX7277'STREET, ARLINGTON, VA 22209.
 LX7277'
 LX7277'TO REACH THE STATION FROM THE WEST END OF THE BRIDGE OVER THE
 LX7277'FARMINGTON RIVER IN COLLINSVILLE, GO SOUTH ON STATE HIGHWAY 179
 LX7277'FOR 3.5 KM (2.2 MI) TO THE JUNCTION OF STATE HIGHWAY 4.  TURN
 LX7277'RIGHT, WEST, ON STATE HIGHWAY 4 FOR 0.7 KM (0.45 MI) TO A
 LX7277'CROSSROAD (PUNCH BROOK RD).  TURN LEFT, SOUTH, ON PUNCH
 LX7277'BROOK RD FOR 1.4 KM (0.85 MI) TO A DIRT SIDE ROAD LEFT, JUST
 LX7277'PAST A WHITE TWO-STORY HOUSE.  TURN LEFT, EAST, FOR 0.6 KM
 LX7277'(0.35 MI) TO A WOODS ROAD RIGHT.  TURN RIGHT AND FOLLOW WINDING
 LX7277'WOODS ROAD UPHILL FOR 0.5 KM (0.3 MI) TO THE STATION AT THE
 LX7277'END OF THE ROAD AND NEXT TO A FOOT TRAIL.
 LX7277'
 LX7277'THE STATION IS A STANDARD NGS DISK
 LX7277'STAMPED---TAINE MTN 1980---,
 LX7277'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7277'9.80 METERS (32.1 FT) NORTHWEST FROM A 1 METER DIAMETER BOULDER
 LX7277'AND
 LX7277'3.70 METERS (12.1 FT) EAST FROM A TRAIL.
 LX7277'
 LX7277'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7277'STAMPED---TAINE MTN NO 1 1980---,
 LX7277'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7277'12.23 METERS (40.1 FT) SOUTH-SOUTHEAST FROM A 1 METER DIAMETER
 LX7277'BOULDER, AND
 LX7277'7.65 METERS (25.0 FT) EAST FROM A TRAIL.
 LX7277'MARK IS BELOW STATION 0.5 METER.
 LX7277'
 LX7277'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7277'STAMPED---TAINE MTN NO 2 1980---,
 LX7277'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7277'11.95 METERS (39.2 FT) WEST FROM A TRAIL, AND
 LX7277'0.50 METERS (1.6 FT) EAST FROM THE DROP-OFF.
 LX7277'MARK IS BELOW STATION 0.5 METER.
 LX7277'
 LX7277'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 LX7277'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7277'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.8 METERS.
 LX7277'
 LX7277'DESCRIBED BY K.R. WALLACE.
 LX7277
 LX7277                          STATION RECOVERY (1981)
 LX7277
 LX7277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7277'THE STATION WAS RECOVERED AS DESCRIBED IN 1980, NO
 LX7277'DIRECTIONS OR MEASUREMENTS WERE TAKEN TO THE REFERENCE MARKS.
 LX7277'
 LX7277'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6730 ***********************************************************************
 LX6730  DESIGNATION -  TAINTOR
 LX6730  PID         -  LX6730
 LX6730  STATE/COUNTY-  CT/HARTFORD
 LX6730  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6730
 LX6730                         *CURRENT SURVEY CONTROL
 LX6730  ___________________________________________________________________
 LX6730* NAD 83(1996)-  41 57 48.02857(N)    072 41 35.73144(W)     ADJUSTED  
 LX6730* NAVD 88     -        55.9    (meters)     183.     (feet)  VERTCON   
 LX6730  ___________________________________________________________________
 LX6730  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX6730  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX6730
 LX6730  HORZ ORDER  -  FIRST
 LX6730
 LX6730.The horizontal coordinates were established by classical geodetic methods
 LX6730.and adjusted by the National Geodetic Survey in August 1998..
 LX6730
 LX6730.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6730
 LX6730.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6730
 LX6730.The geoid height was determined by GEOID03.
 LX6730
 LX6730;                    North         East     Units Scale Factor Converg.
 LX6730;SPC CT       -   277,902.616   309,504.416   MT  1.00001122   +0 02 15.4
 LX6730;SPC CT       -   911,752.17  1,015,432.40   sFT  1.00001122   +0 02 15.4
 LX6730;UTM  18      - 4,648,279.750   691,153.991   MT  1.00004964   +1 32 34.4
 LX6730
 LX6730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6730!SPC CT       -   0.99999579  x   1.00001122  =   1.00000701
 LX6730!UTM  18      -   0.99999579  x   1.00004964  =   1.00004543
 LX6730
 LX6730:                Primary Azimuth Mark                     Grid Az
 LX6730:SPC CT       -  TAINTOR AZ MK                            086 59 40.8
 LX6730:UTM  18      -  TAINTOR AZ MK                            085 29 21.8
 LX6730
 LX6730|---------------------------------------------------------------------|
 LX6730| PID    Reference Object                     Distance      Geod. Az  |
 LX6730|                                                           dddmmss.s |
 LX6730| LX6729 TAINTOR AZ MK                       APPROX. 0.7 KM 0870156.2 |
 LX6730| CZ7999 TAINTOR RM 1                         16.995 METERS 16132     |
 LX6730| CZ8000 TAINTOR RM 2                         22.132 METERS 29931     |
 LX6730|---------------------------------------------------------------------|
 LX6730
 LX6730                          SUPERSEDED SURVEY CONTROL
 LX6730
 LX6730  NAD 83(1996)-  41 57 48.02849(N)    072 41 35.73146(W) AD(       ) 1
 LX6730  NAD 83(1992)-  41 57 48.02907(N)    072 41 35.73213(W) AD(       ) 1
 LX6730  NAD 83(1992)-  41 57 48.02936(N)    072 41 35.73245(W) AD(       ) 1
 LX6730  NAD 83(1986)-  41 57 48.03030(N)    072 41 35.73316(W) AD(       ) 1
 LX6730  NAD 27      -  41 57 47.68030(N)    072 41 37.40291(W) AD(       ) 1
 LX6730  NGVD 29 (07/19/86)   56.1    (m)          184.     (f) VERT ANG       
 LX6730
 LX6730.Superseded values are not recommended for survey control.
 LX6730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6730.See file dsdata.txt to determine how the superseded data were derived.
 LX6730
 LX6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9115448280(NAD 83)
 LX6730_MARKER: DS = TRIANGULATION STATION DISK
 LX6730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6730+STABILITY: SURFACE MOTION
 LX6730
 LX6730  HISTORY     - Date     Condition        Report By
 LX6730  HISTORY     - 1979     MONUMENTED       NGS
 LX6730
 LX6730                          STATION DESCRIPTION
 LX6730
 LX6730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6730'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF SUFFIELD
 LX6730'2 MILES SOUTH-SOUTHEAST OF WEST SUFFIELD, 1-3/4 MILES
 LX6730'NORTH-NORTHWEST OF BRADLEY INTERNATIONAL AIRPORT AND ON
 LX6730'STATE PROPERTY THAT IS LEASED BY A MR. COULTER, WHO
 LX6730'LIVES AT THE DAIRY FARM ACROSS THE ROAD FROM THE STATION.
 LX6730'
 LX6730'TO REACH THE STATION FROM THE POST OFFICE IN SUFFIELD, GO
 LX6730'WEST ON STATE HIGHWAY 168 (MOUNTAIN ROAD) FOR 1.35 MILES
 LX6730'TO SHELDON STREET ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY
 LX6730'ON SHELDON STREET FOR 0.15 MILE TO TAINTOR STREET ON THE LEFT.
 LX6730'TURN LEFT AND GO SOUTHERLY ON TAINTOR STREET FOR
 LX6730'1.45 MILES TO HALE STREET ON THE LEFT.  CONTINUE SOUTH
 LX6730'ON TAINTOR STREET FOR APPROXIMATELY 85 FEET TO THE STATION
 LX6730'ON THE RIGHT AS DESCRIBED.
 LX6730'
 LX6730'THE STATION IS A STANDARD NGS DISK
 LX6730'STAMPED---TAINTOR 1979---,
 LX6730'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6730'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6730'59.5 FEET WEST-NORTHWEST FROM THE CENTER OF TAINTOR STREET,
 LX6730'37 FEET NORTH-NORTHWEST FROM A 17-INCH OAK TREE AND
 LX6730'14.5 FEET SOUTH FROM A 5 FOOT HIGH TREE STUMP.
 LX6730'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6730'STAMPED---TAINTOR 1979---,
 LX6730'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6730'
 LX6730'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6730'STAMPED---TAINTOR NO 1 1979---,
 LX6730'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6730'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6730'34.5 FEET WEST-NORTHWEST FROM THE CENTER OF TAINTOR STREET,
 LX6730'30.9 FEET SOUTH-SOUTHWEST FROM A 17-INCH OAK TREE AND
 LX6730'7 FEET EAST-SOUTHEAST FROM A 5 FOOT HIGH TREE STUMP.
 LX6730'MARK IS BELOW STATION 0.30 METERS.
 LX6730'
 LX6730'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6730'STAMPED---TAINTOR NO 2 1979---,
 LX6730'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6730'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 LX6730'63.5 FEET WEST-NORTHWEST FROM A 5 FOOT HIGH TREE STUMP,
 LX6730'18 FEET SOUTH-SOUTHWEST FROM THE CENTER OF A 2 FOOT HIGH CINDER
 LX6730'BLOCK WALL AND
 LX6730'5 FEET EAST FROM THE EDGE OF THE EMBANKMENT.
 LX6730'MARK IS BELOW STATION 0.90 METERS.
 LX6730'
 LX6730'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK STAMPED---TAINTOR
 LX6730'1979---,
 LX6730'SET INTO A ROUND CONCRETE MONMENT 30 CM IN DIAMENTER FLUSH
 LX6730'WITH GROUND.
 LX6730'IT IS LOCATED
 LX6730'13.8 FEET NORTH-NORTHEAST FROM THE CENTER OF HALE STREET,
 LX6730'5.9 FEET EAST FROM UTILITY POLE NUMBER 4990 AND
 LX6730'2 FEET WEST FROM A METAL WITNESS POST.
 LX6730'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON HALE
 LX6730'STREET FOR 0.4 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LX6730'
 LX6730'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX6730'
 LX6730'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6729 ***********************************************************************
 LX6729  DESIGNATION -  TAINTOR AZ MK
 LX6729  PID         -  LX6729
 LX6729  STATE/COUNTY-  CT/HARTFORD
 LX6729  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6729
 LX6729                         *CURRENT SURVEY CONTROL
 LX6729  ___________________________________________________________________
 LX6729* NAD 83(1996)-  41 57 49.18339(N)    072 41 05.85730(W)     ADJUSTED  
 LX6729* NAVD 88     -        39.9    (meters)     131.     (feet)  VERTCON   
 LX6729  ___________________________________________________________________
 LX6729  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LX6729  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX6729
 LX6729  HORZ ORDER  -  SECOND
 LX6729
 LX6729.The horizontal coordinates were established by classical geodetic methods
 LX6729.and adjusted by the National Geodetic Survey in August 1998..
 LX6729
 LX6729.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6729
 LX6729.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6729
 LX6729.The geoid height was determined by GEOID03.
 LX6729
 LX6729;                    North         East     Units Scale Factor Converg.
 LX6729;SPC CT       -   277,938.731   310,192.318   MT  1.00001127   +0 02 35.3
 LX6729;SPC CT       -   911,870.65  1,017,689.30   sFT  1.00001127   +0 02 35.3
 LX6729;UTM  18      - 4,648,333.926   691,840.734   MT  1.00005288   +1 32 54.4
 LX6729
 LX6729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6729!SPC CT       -   0.99999830  x   1.00001127  =   1.00000957
 LX6729!UTM  18      -   0.99999830  x   1.00005288  =   1.00005118
 LX6729
 LX6729                          SUPERSEDED SURVEY CONTROL
 LX6729
 LX6729  NAD 83(1996)-  41 57 49.18331(N)    072 41 05.85732(W) AD(       ) 2
 LX6729  NAD 83(1992)-  41 57 49.18388(N)    072 41 05.85798(W) AD(       ) 2
 LX6729  NAD 83(1992)-  41 57 49.18416(N)    072 41 05.85830(W) AD(       ) 2
 LX6729  NAD 83(1986)-  41 57 49.18511(N)    072 41 05.85901(W) AD(       ) 2
 LX6729  NAD 27      -  41 57 48.83501(N)    072 41 07.52975(W) AD(       ) 2
 LX6729  NGVD 29 (07/19/86)   40.1    (m)          132.     (f) VERT ANG       
 LX6729
 LX6729.Superseded values are not recommended for survey control.
 LX6729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6729.See file dsdata.txt to determine how the superseded data were derived.
 LX6729
 LX6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9184148334(NAD 83)
 LX6729_MARKER: DZ = AZIMUTH MARK DISK
 LX6729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6729+STABILITY: SURFACE MOTION
 LX6729
 LX6729  HISTORY     - Date     Condition        Report By
 LX6729  HISTORY     - 1979     MONUMENTED       NGS
 LX6729
 LX6729                          STATION DESCRIPTION
 LX6729
 LX6729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6729'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHWEST OF SUFFIELD,
 LX6729'2-1/4 MILES SOUTH-SOUTHEAST OF WEST SUFFIELD, 1-3/4 MILES
 LX6729'NORTH OF BRADLEY INTERNATIONAL AIRPORT AND ON ROAD RIGHT-OF-WAY
 LX6729'PROPERTY.
 LX6729'
 LX6729'TO REACH THE STATION FROM THE POST OFFICE IN SUFFIELD, GO
 LX6729'WEST ON STATE HIGHWAY 168 (MOUNTAIN ROAD) FOR 1.35 MILES
 LX6729'TO SHELDON STREET ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY
 LX6729'ON SHELDON STREET FOR 0.15 MILE TO TAINTOR STREET ON THE LEFT.
 LX6729'TURN LEFT AND GO SOUTHERLY ON TAINTOR STREET FOR 1.45 MILES
 LX6729'TO HALE STREET ON THE LEFT.  TURN LEFT AND GO EAST ON HALE
 LX6729'STREET FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LX6729'
 LX6729'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 LX6729'STAMPED---TAINTOR 1979---,
 LX6729'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6729'FLUSH WITH GROUND.  IT IS LOCATED
 LX6729'13.8 FEET NORTH-NORTHEAST FROM THE CENTER OF HALE STREET,
 LX6729'5.9 FEET EAST FROM UTILITY POLE NUMBER 4990 AND
 LX6729'2 FEET WEST FROM A METAL WITNESS POST.
 LX6729'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 LX6729'STAMPED---TAINTOR 1979---,
 LX6729'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6729'
 LX6729'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 LX6729'MARKS WERE ESTABLISHED FOR THIS STATION.
 LX6729'
 LX6729'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6729'
 LX6729'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX6729'TAINTOR, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX6729'
 LX6729'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7249 ***********************************************************************
 LX7249  DESIGNATION -  TALCOTT RESET
 LX7249  PID         -  LX7249
 LX7249  STATE/COUNTY-  CT/HARTFORD
 LX7249  USGS QUAD   -  AVON (1984)
 LX7249
 LX7249                         *CURRENT SURVEY CONTROL
 LX7249  ___________________________________________________________________
 LX7249* NAD 83(1996)-  41 48 41.53475(N)    072 47 55.56831(W)     ADJUSTED  
 LX7249* NAVD 88     -       285.7    (meters)     937.     (feet)  VERTCON   
 LX7249  ___________________________________________________________________
 LX7249  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LX7249  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX7249
 LX7249  HORZ ORDER  -  FIRST
 LX7249
 LX7249.The horizontal coordinates were established by classical geodetic methods
 LX7249.and adjusted by the National Geodetic Survey in August 1998..
 LX7249
 LX7249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7249
 LX7249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7249
 LX7249.The geoid height was determined by GEOID03.
 LX7249
 LX7249;                    North         East     Units Scale Factor Converg.
 LX7249;SPC CT       -   261,041.154   300,748.183   MT  0.99999488   -0 01 56.4
 LX7249;SPC CT       -   856,432.52    986,704.66   sFT  0.99999488   -0 01 56.4
 LX7249;UTM  18      - 4,631,193.983   682,842.722   MT  1.00001140   +1 28 04.5
 LX7249
 LX7249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7249!SPC CT       -   0.99995975  x   0.99999488  =   0.99995463
 LX7249!UTM  18      -   0.99995975  x   1.00001140  =   0.99997115
 LX7249
 LX7249:                Primary Azimuth Mark                     Grid Az
 LX7249:SPC CT       -  SIMSBURY HEUBLEINS TOWER                 000 53 59.3
 LX7249:UTM  18      -  SIMSBURY HEUBLEINS TOWER                 359 23 58.4
 LX7249
 LX7249|---------------------------------------------------------------------|
 LX7249| PID    Reference Object                     Distance      Geod. Az  |
 LX7249|                                                           dddmmss.s |
 LX7249| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX. 1.6 KM 0005202.9 |
 LX7249| LX7256 TALCOTT RM 3                         13.727 METERS 02055     |
 LX7249| LX7252 WTIC                                APPROX. 4.6 KM 1793126.1 |
 LX7249| LX7263 AVON WFSB TV TOWER                  APPROX. 4.1 KM 1872715.6 |
 LX7249| LX7133 FARMINGTON TV STA WVIT MAST         APPROX.12.6 KM 1924124.2 |
 LX7249| CZ8001 TALCOTT RM 1                          5.041 METERS 20408     |
 LX7249| CZ6962 AVON CHURCH SPIRE                                  2662708.8 |
 LX7249| CZ8002 TALCOTT RM 2                          6.931 METERS 28241     |
 LX7249|---------------------------------------------------------------------|
 LX7249
 LX7249                          SUPERSEDED SURVEY CONTROL
 LX7249
 LX7249  NAD 83(1996)-  41 48 41.53444(N)    072 47 55.56841(W) AD(       ) 1
 LX7249  NAD 83(1992)-  41 48 41.53480(N)    072 47 55.56878(W) AD(       ) 1
 LX7249  NAD 83(1992)-  41 48 41.53585(N)    072 47 55.56974(W) AD(       ) 1
 LX7249  NAD 83(1986)-  41 48 41.53626(N)    072 47 55.57011(W) AD(       ) 1
 LX7249  NAD 27      -  41 48 41.17436(N)    072 47 57.22129(W) AD(       ) 1
 LX7249  NGVD 29 (07/19/86)  285.9    (m)          938.     (f) VERT ANG       
 LX7249
 LX7249.Superseded values are not recommended for survey control.
 LX7249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7249.See file dsdata.txt to determine how the superseded data were derived.
 LX7249
 LX7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8284331194(NAD 83)
 LX7249_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7249
 LX7249  HISTORY     - Date     Condition        Report By
 LX7249  HISTORY     - 1938     MONUMENTED       CGS
 LX7249  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX7249  HISTORY     - 1938     SEE DESCRIPTION  CTGS
 LX7249  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX7249  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX7249  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX7249  HISTORY     - 1979     GOOD             NGS
 LX7249  HISTORY     - 1980     GOOD             NGS
 LX7249
 LX7249                          STATION DESCRIPTION
 LX7249
 LX7249'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX7249'ON TALCOTT MOUNTAIN, NEAR DIVIDING LINE BETWEEN AVON AND
 LX7249'BLOOMFIELD TOWNSHIPS, 1 MILE SOUTH OF WADSWORTHS TOWER, AND
 LX7249'ABOUT 1/3 MILE SOUTH OF MONTE VIDEC LAKE.  THE TOP OF THE
 LX7249'MOUNTAIN IS REACHED BY A ROAD RUNNING WEST FROM EAST AVON, A
 LX7249'VILLAGE ON THE NEW HAVEN AND NORTHAMPTON RAILROAD, 2
 LX7249'MILES.  BLOOMFIELD CENTRE IS 4 MILES DISTANT.
 LX7249'
 LX7249'DISTANCE FROM STATION TO TRIANGLE CUT ON LEDGE NEAR PRECIPICE
 LX7249'23 FEET.  FROM STATION TO TRIANGLE CUT IN LEDGE NORTHEAST
 LX7249'OF STATION, 8 FEET 6 INCHES.  STATION WAS MARKED IN LEDGE AT
 LX7249'SURFACE BY A DRILL HOLE FILLED WITH LEAD AND SURROUNDED BY A
 LX7249'TRIANGLE.  RECOVERED IN 1891 WITHOUT MUCH DIFFICULTY, THOUGH
 LX7249'IN A QUITE INACCESSIBLE PLACE.  THE SURFACE MARKS ON THE LEDGE
 LX7249'WERE IN GOOD CONDITION.  THE MOUNTAIN WAS COVERED WITH A DENSE
 LX7249'GROWTH OF YOUNG TIMBER, LARGELY OAK AND HICKORY.  THE LAND
 LX7249'BELONGS TO MR. R. HOE OF NEW YORK.
 LX7249
 LX7249                          STATION RECOVERY (1938)
 LX7249
 LX7249'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX7249'STATION, WHICH WAS LEAD IN HOLE TRIANGLE, WAS CHANGED TO A
 LX7249'STANDARD DISK STAMPED TALCOTT-1891-1938 AND IS CEMENTED IN LEDGE
 LX7249'ABOUT 30 FEET IN DIAMETER, MOST OF WHICH IS COVERED WITH TURF,
 LX7249'ABOUT 2 FEET DIAMETER IS NOT COVERED AT STATION MARK.  LEDGE
 LX7249'IS ON AVON MOUNTAIN AND IS SURROUNDED BY OAK TREES BUT IS CLEAR
 LX7249'TO THE WEST.
 LX7249'
 LX7249'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 44 AND 202
 LX7249'IN AVON, GO EAST ON U.S. HIGHWAY 44 FOR 1.8 MILES TO TOP OF
 LX7249'GRADE.  TURN LEFT (NORTH) THROUGH STONE GATES AND CONTINUE 1.0
 LX7249'MILE TO HOUSE AND BARN.  CONTINUE 200 YARDS TO Y-ROAD.  BEAR
 LX7249'RIGHT (EAST) AND GO 800 FEET TO WOODS ROAD RIGHT SOUTHEAST.  TAKE
 LX7249'THIS ROAD 200 YARDS TO BLAZED TREE ON RIGHT (END OF TRUCK
 LX7249'TRAVEL).  PACK THROUGH WOODS UP TO RIDGE-TOP (200 YARDS) IN
 LX7249'WEST-SOUTHWEST DIRECTION TO STATION.
 LX7249'
 LX7249'REFERENCE MARK NO. 1 IS 16.34 FEET SOUTH-SOUTHWEST OF STATION,
 LX7249'CEMENTED IN SAME LEDGE AS STATION, AND IS A STANDARD DISK
 LX7249'STAMPED TALCOTT-1891-1938-NO.1.  REFERENCE MARK NO. 2 IS
 LX7249'22.90 FEET WEST OF THE STATION, CEMENTED IN SAME LEDGE AS STATION,
 LX7249'AND IS A STANDARD DISK STAMPED TALCOTT-1891-1938-NO.2.
 LX7249'
 LX7249'THE AZIMUTH MARK, AVON CONGREGATIONAL CHURCH SPIRE (1819), IS
 LX7249'SITUATED IN AVON AT JUNCTION OF U.S. HIGHWAYS 44 AND 202 AND
 LX7249'STATE HIGHWAY 10, ON THE WEST SIDE OF STATE HIGHWAY 10 AND
 LX7249'U.S. HIGHWAY 202, FACING U.S. HIGHWAY 44, 150 FEET FROM RAILROAD
 LX7249'TRACKS WHICH RUN PARALLEL TO STATE HIGHWAY 10 AND U.S. HIGHWAY
 LX7249'202.
 LX7249'
 LX7249'AVON-BLOOMFIED TOWN MONUMENT IS 4- BY 6-INCH BROWN STONE
 LX7249'BOUND 1-1/2 FEET ABOVE THE GROUND WITH 3/4 INCH CUT MARKING
 LX7249'BOUND, 15.90 FEET WEST-NORTHWEST OF THE STATION.
 LX7249'
 LX7249'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 LX7249
 LX7249                          STATION RECOVERY (1961)
 LX7249
 LX7249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LX7249'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 LX7249'DESCRIBED BY C.J.T. 1938.  STATION AND REFERENCE MARKS ARE NOW
 LX7249'LOCATED INSIDE THE RESTRICTED AREA OF A NIKE SITE.
 LX7249'
 LX7249'THE PREVIOUS DESCRIPTION OF THE STATION MARK AND REFERENCE MARKS IS
 LX7249'ADEQUATE AND THE TO REACH SHOULD BE CHANGED TO READ AS FOLLOWS--TO
 LX7249'REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 44 AND 202 IN AVON GO
 LX7249'EAST ON U.S. HIGHWAY 44 FOR 2.1 MILES TO TOP OF GRADE AND SIDE
 LX7249'ROAD LEFT, MONTIVIDEO ROAD, TURN LEFT ON MONTIVIDEO ROAD AND GO
 LX7249'1.6 MILES TO ENTRANCE TO NIKE SITE.  PERSONNEL AT THE NIKE SITE
 LX7249'KNOW THE LOCATION OF THE MARKS AND ON REQUEST WILL ESCORT PARTIES
 LX7249'TO THE STATION SITE.
 LX7249
 LX7249                          STATION RECOVERY (1971)
 LX7249
 LX7249'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX7249'STATION TALCOTT 1875, AND THE TWO RMS WERE RECOVERED IN GOOD
 LX7249'CONDITION THE TALCOTT MOUNTAIN SCIENCE CENTER IS NOW LOCATED
 LX7249'AROUND THE STATION.  NO APPARENT DAMAGE TO THE STATION OR RMS
 LX7249'WAS DONE DUE TO ITS CONSTRUCTION.
 LX7249'
 LX7249'TO REACH FROM THE INTERSECTION OF RT. 10 (COLLEGE HIGHWAY),
 LX7249'NOD RD. AND RT 44 (EAST MAIN ST.), AT ALSOP CORNER IN THE TOWN OF
 LX7249'AVON, GO EAST ON RT 44 FOR 1.26 MILES AND TAKE LEFT ON
 LX7249'MONTEVIDEO RD.  PROCEED FOR 1.53 MILES NORTHERLY, THEN
 LX7249'SOUTHERLY TO A ROAD ON RIGHT.  FOLLOW ROAD WESTERLY UP HILL TO
 LX7249'TALCOTT MOUNTAIN SCIENCE CENTER, AND STATION.  DIRECTOR SHOULD
 LX7249'BE CONTACTED UPON ENTRY.
 LX7249
 LX7249                          STATION RECOVERY (1972)
 LX7249
 LX7249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX7249'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 LX7249'TALCOTT MTN. SCIENCE CENTER NOW OCCUPPIES THIS HILL AND THERE ARE
 LX7249'SEVERAL BUILDINGS, ONE OF WHICH BLOCKS THE VIEW FROM STATION TO
 LX7249'THE HARTFORD AREA.  FOR THIS REASON, A NEW RM, NO. 3, WAS
 LX7249'ESTABLISHED AT A MORE SUITABLE POINT, TO BE USED AS A
 LX7249'TRIANGULATION STATION.  A DIFFERENCE OF .19-FOOT WAS FOUND IN
 LX7249'DISTANCE TO RM 1.  RM 2 LIES OUTSIDE A WIRE-MESH FENCE AND
 LX7249'DISTANCE WAS NOT CHECKED.  A COMPLETE DESCRIPTION FOLLOWS--
 LX7249'
 LX7249'STATION IS LOCATED ON THE SUMMIT OF TALCOTT MTN., INSIDE THE
 LX7249'TALCOTT MTN. SCIENCE CENTER FENCED AREA, AND ON HIGHEST POINT.
 LX7249'
 LX7249'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 LX7249'U.S. HIGHWAY 44 IN AVON, GO EAST ON U.S. HIGHWAY 44 FOR 1.25 MILES
 LX7249'TO SIDE ROAD LEFT, AT TOP OF GRADE.  GO LEFT ON MONTEVIDEO
 LX7249'RD. FOR 1.5 MILES TO STEEP DRIVEWAY ON RIGHT.  GO UP DRIVEWAY
 LX7249'ABOUT 100 YARDS TO PARKING AREA AT THE SCIENCE CENTER.  WALK ABOUT
 LX7249'50 YARDS UP TO STATION.
 LX7249'
 LX7249'STATION MARK IS A STANDARD DISK STAMPED TALCOTT 1891 1939,
 LX7249'CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE.  4 FEET ABOVE SIDEWALK,
 LX7249'6.7 FEET EAST OF FENCE, 22.5 FEET WEST OF NORTHWEST CORNER OF
 LX7249'CONCRETE BLOCK BUILDING, AND 43.5 FEET SOUTH OF SOUTH EDGE OF THE
 LX7249'ASTRONOMICAL OBSERVATION DOME.
 LX7249'
 LX7249'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED TALCOTT
 LX7249'NO 1 1891 1938, CEMENTED IN A DRILL HOLE IN BEDROCK 3-1/2 FEET
 LX7249'EAST OF FENCE.
 LX7249'
 LX7249'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED TALCOTT
 LX7249'NO 2 1891 1938, CEMENTED IN A DRILL HOLE IN BEDROCK 15 FEET
 LX7249'WEST OF FENCE.
 LX7249'
 LX7249'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED TALCOTT
 LX7249'NO 3 1875 1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK,
 LX7249'7.4 FEET SOUTHEAST OF DOOR OF THE ASTRONOMICAL DOME, 9.77 FEET
 LX7249'SOUTHWEST OF NORTHEAST CORNER OF SIDEWALK, AND 5.38 FEET WEST
 LX7249'OF EAST EDGE OF SIDEWALK.
 LX7249'
 LX7249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7249'1-3/4 MILES EAST OF AVON.
 LX7249
 LX7249                          STATION RECOVERY (1979)
 LX7249
 LX7249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX7249'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 LX7249'AND FOUND IN GOOD CONDITION.  THE DIRECTION TO THE REFERENCE
 LX7249'MARKS COMPARED FAVORABLY WITH THE 1972 DATA.  THE DISTANCE TO
 LX7249'REFERENCE MARK 1 AND REFERENCE MARK 3 COMPARED FAVORABLY WITH
 LX7249'THE 1972 DATA.  NO DISTANCE DATA FOR REFERENCE MARK 2 WAS
 LX7249'AVAILABLE AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 LX7249'
 LX7249'THE STATION IS LOCATED ABOUT 7 MILES WEST-NORTHWEST FROM
 LX7249'DOWNTOWN HARTFORD, 1-1/2 MILES EAST-NORTHEAST OF AVON, AT THE
 LX7249'SUMMIT OF TALCOTT MOUNTAIN AND INSIDE THE FENCED AREA OF THE
 LX7249'TALCOTT MOUNTAIN SCIENCE CENTER.  PERMISSION WAS GRANTED BY
 LX7249'MR. DONALD LASALLE, CENTER DIRECTOR, TALCOTT MOUNTAIN,
 LX7249'AVON, CONNECTICUT.  PHONE NUMBER 677-8571,8572,8573.
 LX7249'
 LX7249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44
 LX7249'AND STATE HIGHWAY 10 (SOUTH) IN AVON, GO EAST ON U.S. HIGHWAY
 LX7249'44 FOR 1.25 MILES TO MONTEVIDEO ROAD ON THE LEFT, AT THE
 LX7249'TOP OF THE GRADE.  TURN LEFT AND GO NORTHEASTERLY ON THE
 LX7249'WINDING PAVED ROAD (MONTEVIDEO ROAD) FOR 1.45 MILES TO A
 LX7249'STOP SIGN AND A STEEP PAVED DRIVE ON THE RIGHT, LEADING TO
 LX7249'THE TALCOTT MOUNTAIN SCIENCE CENTER.  TURN RIGHT AND GO WEST
 LX7249'AND THEN NORTH ON THE NARROW PAVED DRIVE FOR 0.15 MILE TO
 LX7249'THE STATION AT THE TOP OF THE RIDGE AND ON THE WEST SIDE OF
 LX7249'THE BUILDINGS AS DESCRIBED.
 LX7249'
 LX7249'THE STATION IS A STANDARD NGS DISK
 LX7249'STAMPED---TALCOTT 1891 1938---,
 LX7249'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7249'76.4 FEET NORTH FROM AN OBSERVATORY DOME,
 LX7249'43.6 FEET SOUTH FROM AN OBSERVATORY DOME,
 LX7249'21.6 FEET WEST FROM THE NORTHEAST CORNER OF A CONCRETE BUILDING
 LX7249'AND
 LX7249'5.9 FEET EAST FROM THE WIRE MESH FENCE.
 LX7249'
 LX7249'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7249'STAMPED---TALCOTT 1938 NO 1 1891---,
 LX7249'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7249'62.7 FEET NORTH FROM AN OBSERVATORY DOME,
 LX7249'60.4 FEET SOUTH FROM AN OBSERVATORY DOME,
 LX7249'34.3 FEET WEST-SOUTHWEST FROM THE NORTHEAST CORNER OF A CONCRETE
 LX7249'BUILDING AND
 LX7249'4 FEET EAST FROM THE WIRE MESH FENCE.
 LX7249'MARK IS BELOW STATION 0.5 METERS.
 LX7249'
 LX7249'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7249'STAMPED---TALCOTT 1938 NO 2 1891---,
 LX7249'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7249'45.9 FEET SOUTH-SOUTHWEST FROM AN OBSERVATORY DOME,
 LX7249'44.3 FEET WEST FROM THE NORTHWEST CORNER OF A CONCRETE BUILDING
 LX7249'AND
 LX7249'17.4 FEET WEST FROM THE WIRE MESH FENCE.
 LX7249'MARK IS BELOW STATION 1.0 METERS.
 LX7249'
 LX7249'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7249'STAMPED---TALCOTT 1875 NO 3 1973---,
 LX7249'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB, 8.5 METERS LARGEST
 LX7249'DIMENSION.
 LX7249'IT IS LOCATED
 LX7249'39.2 FEET NORTH FROM THE NORTHWEST CORNER OF A CONCRETE BUILDING,
 LX7249'21.2 FEET EAST FROM THE WIRE MESH FENCE AND
 LX7249'7.4 FEET SOUTHEAST FROM AN OBSERVATORY DOME.
 LX7249'MARK IS BELOW STATION 1.0 METERS.
 LX7249'
 LX7249'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 4.9 METERS.
 LX7249'
 LX7249'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX7249'
 LX7249'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
 LX7249
 LX7249                          STATION RECOVERY (1980)
 LX7249
 LX7249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7249'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED IN
 LX7249'GOOD CONDITION, WITH THE EXCEPTION THAT THE ONLY DISTINGUISHABLE
 LX7249'LETTERS ON THE STATION MARK STAMPING ARE TAL 189 193.  THE
 LX7249'DIRECTIONS BETWEEN THE REFERENCE MARKS AGREED WITH THE PREVIUOS
 LX7249'DATA.  THE DISTANCE TO REFERENCE MARK 1 AGREED WITH THE 1972 DATA.
 LX7249'HOWEVER THE DISTANCE DISAGREED WITH THE 1938 DATA BY 0.20 FOOT
 LX7249'LONGER.  THE DISTANCE TO REFERENCE MARK 2 DISAGREED WITH THE 1938
 LX7249'DATA BY 0.16 FOOT SHORTER.  THE DISTANCE TO REFERENCE MARK 3
 LX7249'AGREED WITH THE PREVIOUS DATA.  A TRAVERSE TIE WAS MADE TO
 LX7249'REFERENCE MARK 3.
 LX7249'
 LX7249'THE STATION IS LOCATED 11.3 KM (7 MI) WEST-NORTHWEST FROM
 LX7249'DOWNTOWN HARTFORD, 2.4 KM
 LX7249'(1-1/2 MI) EAST-NORTHEAST OF AVON, AT THE SUMMIT OF TALCOTT
 LX7249'MOUNTAIN AND INSIDE THE FENCE SURROUNDING TALCOTT MOUNTAIN SCIENCE
 LX7249'CENTER.
 LX7249'OWNERSHIP--TALCOTT MOUNTAIN SCIENCE CENTER,  MR DONALD
 LX7249'LASALLE-CENTER DIRECTOR, AVON,
 LX7249'CT 06001, PHONE 203-677-8571.
 LX7249'
 LX7249'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX7249'STATE HIGHWAY 10 SOUTH IN AVON, GO EAST ON HIGHWAY 44 FOR 2.0 KM
 LX7249'(1.25 MI) TO THE TOP OF A GRADE AND A SIDE ROAD LEFT.  TURN LEFT
 LX7249'AND GO NORTHEASTERLY ON MONTEVIDEO ROAD FOR 2.1 KM (1.3 MI)
 LX7249'TO A STOP SIGN AND A CHAIN LINK GATE ON THE LEFT.  CONTINUE AHEAD
 LX7249'UPHILL FOR 0.3 KM (0.25 MI) TO A STOP SIGN AND A DRIVE RIGHT.
 LX7249'TURN RIGHT UPHILL ON THE DRIVE FOR 0.2 KM (0.1 MI) TO A
 LX7249'T-INTERSECTION AND THE STATION ON THE RIGHT, JUST WEST OF THE RADAR
 LX7249'BUILDING.
 LX7249'
 LX7249'THE STATION IS A STANDARD CGS DISK
 LX7249'STAMPED---TAL 189 193---,
 LX7249'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7249'23.29 METERS (76.4 FT) NORTH FROM THE NORTH SIDE OF AN
 LX7249'OBSERVATORY DOME,
 LX7249'13.29 METERS (43.6 FT) SOUTH FROM THE SOUTHSIDE OF AN OBSERVATORY
 LX7249'DOME,
 LX7249'6.86 METERS (22.5 FT) WEST FROM THE NORTHWEST CORNER OF
 LX7249'A CONCRETE BUILDING, AND
 LX7249'2.26 METERS (7.4 FT) EAST FROM THE CENTER OF A METAL GATE OF WIRE
 LX7249'MESH FENCE.
 LX7249'
 LX7249'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7249'STAMPED---TALCOTT 1938 NO 1 1891---,
 LX7249'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7249'19.11 METERS (62.7 FT) NORTH FROM THE NORTH SIDE OF AN OBSEVATORY
 LX7249'DOME,
 LX7249'18.17 METERS (59.6 FT) SOUTH-SOUTHWEST FROM THE SOUTH SIDE OF AN
 LX7249'OBSEVATORY DOME,
 LX7249'10.46 METERS (34.3 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER
 LX7249'OF THE CONCRETE RADAR BUILDING, AND
 LX7249'1.22 METERS (4 FT) EAST-SOUTHEAST FROM THE WIRE MESH FENCE.
 LX7249'MARK IS BELOW STATION 0.5 METERS.
 LX7249'
 LX7249'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7249'STAMPED---TALCOTT 1938 NO 2 1891---,
 LX7249'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7249'4.82 METERS (15.8 FT) WEST-NORTHWEST FROM THE CORNER OF A WIRE
 LX7249'2.99 METERS (9.8 FT) SOUTHWEST FROM A STONE WITNESS MARKER THAT
 LX7249'IS ALSO A TOWN LINE MARKER, AND
 LX7249'0.70 METERS (2.3 FT) EAST FROM THE WEST EDGE OF THE ROCK LEDGE.
 LX7249'MARK IS BELOW STATION 0.5 METERS.
 LX7249'
 LX7249'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7249'STAMPED---TALCOTT NO 3 1875 1973---,
 LX7249'SET INTO A CONCRETE SLAB.
 LX7249'IT IS LOCATED
 LX7249'11.95 METERS (39.2 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 LX7249'CONCRETE RADAR BUILDING,
 LX7249'6.46 METERS (21.1 FT) EAST FROM THE WIRE MESH FENCE, AND
 LX7249'2.44 METERS (8 FT) SOUTHEAST FROM AN OBSERVATORY DOME AT ABOUT
 LX7249'THE CENTER OF THE DOOR.
 LX7249'MARK IS ABOVE STATION 1 METER.
 LX7249'
 LX7249'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 3.6 METERS.
 LX7249'
 LX7249'DESCRIBED BY W.R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7256 ***********************************************************************
 LX7256  DESIGNATION -  TALCOTT RM 3
 LX7256  PID         -  LX7256
 LX7256  STATE/COUNTY-  CT/HARTFORD
 LX7256  USGS QUAD   -  AVON (1984)
 LX7256
 LX7256                         *CURRENT SURVEY CONTROL
 LX7256  ___________________________________________________________________
 LX7256* NAD 83(1996)-  41 48 41.95035(N)    072 47 55.35602(W)     ADJUSTED  
 LX7256* NAVD 88     -       284.9    (meters)     935.     (feet)  VERTCON   
 LX7256  ___________________________________________________________________
 LX7256  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LX7256  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX7256
 LX7256  HORZ ORDER  -  FIRST
 LX7256
 LX7256.The horizontal coordinates were established by classical geodetic methods
 LX7256.and adjusted by the National Geodetic Survey in August 1998..
 LX7256
 LX7256.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7256
 LX7256.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7256
 LX7256.The geoid height was determined by GEOID03.
 LX7256
 LX7256;                    North         East     Units Scale Factor Converg.
 LX7256;SPC CT       -   261,053.974   300,753.091   MT  0.99999489   -0 01 56.3
 LX7256;SPC CT       -   856,474.58    986,720.77   sFT  0.99999489   -0 01 56.3
 LX7256;UTM  18      - 4,631,206.927   682,847.292   MT  1.00001142   +1 28 04.7
 LX7256
 LX7256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7256!SPC CT       -   0.99995988  x   0.99999489  =   0.99995477
 LX7256!UTM  18      -   0.99995988  x   1.00001142  =   0.99997130
 LX7256
 LX7256:                Primary Azimuth Mark                     Grid Az
 LX7256:SPC CT       -  TRAVELERS TOWER                          116 34 52.6
 LX7256:UTM  18      -  TRAVELERS TOWER                          115 04 51.6
 LX7256
 LX7256|---------------------------------------------------------------------|
 LX7256| PID    Reference Object                     Distance      Geod. Az  |
 LX7256|                                                           dddmmss.s |
 LX7256| LX6660 TRAVELERS TOWER                     APPROX.11.7 KM 1163256.3 |
 LX7256| LX7263 AVON WFSB TV TOWER                  APPROX. 4.1 KM 1872956.3 |
 LX7256| LX7133 FARMINGTON TV STA WVIT MAST         APPROX.12.6 KM 1924156.4 |
 LX7256| LX7249 TALCOTT RESET                        13.727 METERS 20055     |
 LX7256| CZ8001 TALCOTT RM 1                         18.762 METERS 20146     |
 LX7256| CZ8002 TALCOTT RM 2                         16.232 METERS 22553     |
 LX7256|---------------------------------------------------------------------|
 LX7256
 LX7256                          SUPERSEDED SURVEY CONTROL
 LX7256
 LX7256  NAD 83(1996)-  41 48 41.95004(N)    072 47 55.35612(W) AD(       ) 1
 LX7256  NAD 83(1992)-  41 48 41.95040(N)    072 47 55.35649(W) AD(       ) 1
 LX7256  NAD 83(1992)-  41 48 41.95145(N)    072 47 55.35745(W) AD(       ) 1
 LX7256  NAD 83(1986)-  41 48 41.95183(N)    072 47 55.35783(W) AD(       ) 1
 LX7256  NAD 27      -  41 48 41.59059(N)    072 47 57.00874(W) AD(       ) 1
 LX7256  NGVD 29 (07/19/86)  285.1    (m)          935.     (f) VERT ANG       
 LX7256
 LX7256.Superseded values are not recommended for survey control.
 LX7256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7256.See file dsdata.txt to determine how the superseded data were derived.
 LX7256
 LX7256_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8284731207(NAD 83)
 LX7256_MARKER: DR = REFERENCE MARK DISK
 LX7256_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX7256+WITH SETTING: PAVEMENT
 LX7256_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7256
 LX7256  HISTORY     - Date     Condition        Report By
 LX7256  HISTORY     - 1972     MONUMENTED       NGS
 LX7256  HISTORY     - 1980     GOOD             NGS
 LX7256
 LX7256                          STATION DESCRIPTION
 LX7256
 LX7256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX7256'STATION IS LOCATED ON THE SUMMIT OF TALCOTT MTN., INSIDE
 LX7256'THE TALCOTT MTN. SCIENCE CENTER FENCED AREA, IN THE SIDEWALK,
 LX7256'ON THE HIGHEST POINT OF THE HILL.
 LX7256'
 LX7256'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 10 AND
 LX7256'U.S. HIGHWAY 44 IN AVON, GO EAST ON HIGHWAY 44 FOR 1.25 MILES TO
 LX7256'SIDE ROAD LEFT, AT TOP OF GRADE.  GO LEFT ON MONTEVIDEO RD.  FOR
 LX7256'1.5 MILES TO STEEP DRIVEWAY ON RIGHT.  GO UP DRIVEWAY ABOUT 100
 LX7256'YARDS TO PARKING AREA AT THE SCIENCE CENTER.  WALK ABOUT 50 YARDS
 LX7256'UP TO STATION.
 LX7256'
 LX7256'STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED TALCOTT
 LX7256'1875 NO 3 1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK,
 LX7256'7.4 FEET SOUTHEAST OF THE DOOR OF THE ASTRONOMICAL OBSERVATION
 LX7256'DOME, 9.77 FEET SOUTHWEST OF NORTHEAST CORNER OF SIDEWALK, AND
 LX7256'5.38 FEET WEST OF EAST EDGE OF SIDEWALK.
 LX7256'
 LX7256'TALCOTT 1875 IS A STANDARD DISK STAMPED TALCOTT 1891 1939,
 LX7256'CEMENTED IN A DRILL HOLE IN BEDROCK LEDGE.  4 FEET ABOVE SIDEWALK,
 LX7256'6.7 FEET EAST OF FENCE, 22.5 FEET WEST OF NORTHWEST CORNER OF
 LX7256'CONCRETE BLOCK BUILDING, AND 43.5 FEET SOUTH OF SOUTH EDGE OF
 LX7256'THE ASTRONOMICAL OBSERVATION DOME.
 LX7256
 LX7256                          STATION RECOVERY (1980)
 LX7256
 LX7256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7256'THE STATION WAS RECOVERED IN GOOD CONDITION.  A TRAVERSE TIE WAS
 LX7256'MADE THE STATION TALCOTT 1875.
 LX7256'
 LX7256'THE STATION IS LOCATED 11.3 KM (7 MI) WEST-NORTHWEST FROM
 LX7256'DOWNTOWN HARTFORD, 2.4 KM
 LX7256'(1-1/2 MI) EAST-NORTHEAST OF AVON, AT THE SUMMIT OF TALCOTT
 LX7256'MOUNTAIN AND INSIDE THE FENCED IN AREA OF TALCOTT MOUNTAIN SCIENCE
 LX7256'CENTER.
 LX7256'OWNERSHIP--TALCOTT MOUNTAIN SCIENCE CENTER, MR DONALD
 LX7256'LASALLE-CENTER DIRECTOR, AVON, CT 06001,
 LX7256'PHONE 203-677-8571.
 LX7256'
 LX7256'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX7256'STATE HIGHWAY 10 SOUTH IN AVON, GO EAST ON HIGHWAY 44 FOR 2.0 KM
 LX7256'(1.25 MI) TO THE TOP OF A GRADE AND A SIDE ROAD LEFT.  TURN LEFT
 LX7256'AND GO NORTHEASTERLY ON MONTEVIDEO ROAD FOR 2.1 KM (1.3 MI) TO A
 LX7256'STOP SIGN AND A CHAIN LINK GATE ON THE LEFT.  CONTINUE AHEAD
 LX7256'UPHILL FOR 0.3 KM (0.25 MI) TO A STOP SIGN AND A DRIVE RIGHT.
 LX7256'TURN RIGHT FOR 0.2 KM (0.1 MI) TO A T-INTERSECTION AND THE
 LX7256'STATION ON THE RIGHT, JUST WEST OF THE RADAR BUILDING.
 LX7256'
 LX7256'THE STATION IS A STANDARD NGS REFERENCE MARK DISK
 LX7256'STAMPED---TALCOTT NO 3 1875 1973---,
 LX7256'SET INTO A DRILL HOLE IN A CONCRETE SLAB.
 LX7256'IT IS LOCATED
 LX7256'11.95 METERS (39.2 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 LX7256'CONCRETE BUILDING,
 LX7256'6.46 METERS (21.1 FT) EAST FROM THE WIRE MESH FENCE, AND
 LX7256'2.44 METERS (8.0 FT) SOUTHEAST FROM AN OBSERVATORY DOME (CENTER
 LX7256'OF THE DOOR).
 LX7256'
 LX7256'TALCOTT 1875 IS A STANDARD CGS TRIANGULATION STATION DISK
 LX7256'STAMPED---TAL 189 193---,
 LX7256'SET INTO A ROCK LEDGE.
 LX7256'THE DISK IS BATTERED AND ONLY THE LETTERING MENTIONED ON THE
 LX7256'STAMPING IS LEGIBLE.
 LX7256'IT IS LOCATED
 LX7256'23.29 METERS (76.4 FT) NORTH FROM THE NORTH SIDE OF AN
 LX7256'OBSERVATORY DOME,
 LX7256'13.29 METERS (43.6 FT) SOUTH FROM THE SOUTH SIDE OF AN
 LX7256'OBSERVATORY DOME,
 LX7256'6.86 METERS (22.5 FT) WEST FROM THE NORTHWEST CORNER OF A
 LX7256'CONCRETE RADAR BUILDING, AND
 LX7256'2.26 METERS (7.4 FT) EAST FROM THE CENTER OF A METAL GATE OF A
 LX7256'CHAIN LINK FENCE.
 LX7256'MARK IS ABOVE STATION 0.5 METERS.
 LX7256'
 LX7256'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 LX7256'STAMPED---TALCOTT 1938 NO 1 1891---,
 LX7256'SET INTO A ROCK LEDGE.  IT IS LOCATED
 LX7256'19.11 METERS (62.7 FT) NORTH FROM THE NORTH SIDE OF AN
 LX7256'OBSERVATORY DOME,
 LX7256'18.17 METERS (59.6 FT) SOUTH-SOUTHWEST FROM THE SOUTH SIDE OF AN
 LX7256'OBSERVATORY DOME,
 LX7256'10.46 METERS (34.3 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER
 LX7256'OF THE CONCRETE RADAR BUILDING, AND
 LX7256'1.22 METERS (4 FT) EAST-SOUTHEAST FROM THE WIRE MESH FENCE.
 LX7256'MARK IS LEVEL WITH STATION.
 LX7256'
 LX7256'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 LX7256'STAMPED---TALCOTT 1938 NO 2---,
 LX7256'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7256'4.82 METERS (15.8 FT) WEST-NORTHWEST FROM THE CENTER OF A WIRE
 LX7256'GATE,
 LX7256'2.99 METERS (9 FT) SOUTHWEST FROM A STONE POST THAT IS A TOWNLINE
 LX7256'MARKER, AND
 LX7256'0.70 METERS (2.3 FT) EAST FROM THE WEST EDGE OF THE ROCK LEDGE
 LX7256'MARK IS LEVEL WITH STATION.
 LX7256'
 LX7256'DESCRIBED BY W. R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5017 ***********************************************************************
 LX5017  DESIGNATION -  TANKS
 LX5017  PID         -  LX5017
 LX5017  STATE/COUNTY-  CT/TOLLAND
 LX5017  USGS QUAD   -  ROCKVILLE (1984)
 LX5017
 LX5017                         *CURRENT SURVEY CONTROL
 LX5017  ___________________________________________________________________
 LX5017* NAD 83(1996)-  41 52 09.54815(N)    072 26 21.56486(W)     ADJUSTED  
 LX5017* NAVD 88     -       186.8    (meters)     613.     (feet)  VERTCON   
 LX5017  ___________________________________________________________________
 LX5017  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 LX5017  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX5017
 LX5017  HORZ ORDER  -  FIRST
 LX5017
 LX5017.The horizontal coordinates were established by classical geodetic methods
 LX5017.and adjusted by the National Geodetic Survey in August 1998..
 LX5017
 LX5017.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5017
 LX5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5017
 LX5017.The geoid height was determined by GEOID03.
 LX5017
 LX5017;                    North         East     Units Scale Factor Converg.
 LX5017;SPC CT       -   267,504.162   330,592.937   MT  1.00000027   +0 12 21.6
 LX5017;SPC CT       -   877,636.57  1,084,620.33   sFT  1.00000027   +0 12 21.6
 LX5017;UTM  18      - 4,638,437.639   712,510.320   MT  1.00015575   +1 42 35.0
 LX5017
 LX5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5017!SPC CT       -   0.99997530  x   1.00000027  =   0.99997557
 LX5017!UTM  18      -   0.99997530  x   1.00015575  =   1.00013105
 LX5017
 LX5017|---------------------------------------------------------------------|
 LX5017| PID    Reference Object                     Distance      Geod. Az  |
 LX5017|                                                           dddmmss.s |
 LX5017| CZ8003 TANKS RM 1                           35.751 METERS 17758     |
 LX5017| LX5018 ROCKVILLE VETERANS MEMORIAL         APPROX. 0.8 KM 2110257.7 |
 LX5017| LX6594 SOUTH WINDSOR STANDPIPE             APPROX. 6.7 KM 2573854.0 |
 LX5017| CZ8004 TANKS RM 2                           17.767 METERS 26832     |
 LX5017| LX5047 PINNACLE                            APPROX. 3.9 KM 3593142.9 |
 LX5017|---------------------------------------------------------------------|
 LX5017
 LX5017                          SUPERSEDED SURVEY CONTROL
 LX5017
 LX5017  NAD 83(1996)-  41 52 09.54785(N)    072 26 21.56491(W) AD(       ) 1
 LX5017  NAD 83(1992)-  41 52 09.54823(N)    072 26 21.56521(W) AD(       ) 1
 LX5017  NAD 83(1992)-  41 52 09.54882(N)    072 26 21.56580(W) AD(       ) 1
 LX5017  NAD 83(1986)-  41 52 09.54961(N)    072 26 21.56585(W) AD(       ) 1
 LX5017  NAD 27      -  41 52 09.19717(N)    072 26 23.26646(W) AD(       ) 1
 LX5017  NGVD 29 (07/19/86)  187.0    (m)          614.     (f) VERT ANG       
 LX5017
 LX5017.Superseded values are not recommended for survey control.
 LX5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5017.See file dsdata.txt to determine how the superseded data were derived.
 LX5017
 LX5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1251038438(NAD 83)
 LX5017_MARKER: DS = TRIANGULATION STATION DISK
 LX5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX5017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5017+STABILITY: SURFACE MOTION
 LX5017
 LX5017  HISTORY     - Date     Condition        Report By
 LX5017  HISTORY     - 1979     MONUMENTED       NGS
 LX5017
 LX5017                          STATION DESCRIPTION
 LX5017
 LX5017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX5017'THE STATION IS LOCATED IN THE TOWN OF ROCKVILLE ABOUT
 LX5017'1/2 MILE EAST OF THE CENTER, 3 MILES SOUTHEAST OF
 LX5017'ELLINGTON, 3-1/2 MILES WEST OF TOLLAND ON A HIGH
 LX5017'HILL ABOVE THE TOWN AND ON PROPERTY OWNED BY THE
 LX5017'ROCKVILLE WATER AND AQUEDUCT COMPANY, 10 SNIPSIC STREET,
 LX5017'ROCKVILLE, CONNECTICUT 06066.
 LX5017'
 LX5017'TO REACH THE STATION FROM THE UNION CONGREGATIONAL
 LX5017'CHURCH AT THE CORNER OF UNION STREET AND WEST MAIN
 LX5017'STREET IN ROCKVILLE, GO EAST FOLLOWING EAST MAIN STREET
 LX5017'(STATE HIGHWAY 74) FOR 0.4 MILE TO THE JUNCTION OF
 LX5017'STATE HIGHWAY 31, KEEP LEFT EASTERLY ON STATE HIGHWAY 74
 LX5017'FOR 0.1 MILE TO A SIDE STREET LEFT.  TURN LEFT AND GO
 LX5017'NORTHERLY ON ANN STREET FOR 0.1 MILE TO A T-ROAD.  TURN
 LX5017'RIGHT, ON PLEASANT STREET FOR ABOUT 75 FEET TO WHERE
 LX5017'ASPHALT ROAD MAKES A SHARP LEFT, TURN LEFT UPHILL FOR
 LX5017'0.05 MILE TO WHERE ROAD MAKES A SHARP TURN RIGHT.  TURN
 LX5017'RIGHT CONTINUING UPHILL ON WINDING TRACK ROAD FOR 0.15
 LX5017'MILE TO TOP OF HILL AT TWO LARGE STORAGE TANKS IN AN
 LX5017'ENCLOSED CHAIN LINK FENCE AND THE STATION AS DESCRIBED.
 LX5017'
 LX5017'THE STATION IS A STANDARD NGS DISK
 LX5017'STAMPED---TANKS 1979---,
 LX5017'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX5017'DIAMETER FLUSH WITH GROUND.  IT IS LOCATED
 LX5017'11.7 FEET SOUTH-SOUTHWEST FROM A METAL WITNESS POST,
 LX5017'17.4 FEET WEST-SOUTHWEST FROM THE NORTHEAST CORNER POST OF
 LX5017'THE CHAIN LINK FENCE,
 LX5017'88.0 FEET NORTH FROM CENTER OF A CHAIN LINK FENCE GATE AND
 LX5017'30.3 FEET NORTH-NORTHEAST FROM THE NORTHEAST SIDE OF EAST
 LX5017'ONE OF TWO LARGE STORAGE TANKS.
 LX5017'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED
 LX5017'---TANKS 1979---, SET INTO AN IRREGULAR MASS OF
 LX5017'CONCRETE 0.96 METERS BELOW THE SURFACE.
 LX5017'
 LX5017'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX5017'STAMPED---TANKS NO 1 1979---,
 LX5017'SET IN A DRILL HOLE IN TOP OF ROCK OUTCROP, 1.7 METERS
 LX5017'LARGEST DIMENSIONS.
 LX5017'IT IS LOCATED
 LX5017'8.3 FEET NORTHEAST FROM A METAL WITNESS POST,
 LX5017'8.5 FEET EAST FROM A TWIN-TRUNKED OAK TREE,
 LX5017'30.0 FEET SOUTH FROM CENTER OF A CHAIN LINK FENCE GATE AND
 LX5017'9.0 FEET WEST FROM CENTER OF A TRACK ROAD.
 LX5017'MARK IS ABOVE STATION 3 METERS.
 LX5017'
 LX5017'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX5017'STAMPED---TANKS NO 2 1979---,
 LX5017'SET IN A DRILL HOLE IN A ROCK OUTCROP 0.8 METERS
 LX5017'LARGEST DIMENSION.
 LX5017'IT IS LOCATED
 LX5017'33.0 FEET EAST-SOUTHEAST FROM THE NORTHWEST FENCE CORNER,
 LX5017'29.0 FEET EAST-NORTHEAST FROM THE CENTER OF A METAL GATE
 LX5017'AND
 LX5017'8.4 FEET NORTH-NORTHEAST FROM THE NORTHEAST SIDE OF THE
 LX5017'WEST ONE OF TWO LARGE TANKS.
 LX5017'MARK IS ABOVE STATION 0.30 METERS.
 LX5017'
 LX5017'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF
 LX5017'LARGE STORAGE TANKS ON LINE.
 LX5017'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 LX5017'
 LX5017'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX5017'
 LX5017'DESCRIBED BY L. D. ACRES, CHECKED BY F. L. BUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7188 ***********************************************************************
 LX7188  DESIGNATION -  TANKS
 LX7188  PID         -  LX7188
 LX7188  STATE/COUNTY-  CT/HARTFORD
 LX7188  USGS QUAD   -  SOUTHINGTON (1992)
 LX7188
 LX7188                         *CURRENT SURVEY CONTROL
 LX7188  ___________________________________________________________________
 LX7188* NAD 83(1996)-  41 36 16.96764(N)    072 53 37.33845(W)     ADJUSTED  
 LX7188* NAVD 88     -        96.5    (meters)     317.     (feet)  VERTCON   
 LX7188  ___________________________________________________________________
 LX7188  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LX7188  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX7188
 LX7188  HORZ ORDER  -  FIRST
 LX7188
 LX7188.The horizontal coordinates were established by classical geodetic methods
 LX7188.and adjusted by the National Geodetic Survey in August 1998..
 LX7188
 LX7188.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7188
 LX7188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7188
 LX7188.The geoid height was determined by GEOID03.
 LX7188
 LX7188;                    North         East     Units Scale Factor Converg.
 LX7188;SPC CT       -   238,078.769   292,821.329   MT  0.99998391   -0 05 43.0
 LX7188;SPC CT       -   781,096.76    960,697.98   sFT  0.99998391   -0 05 43.0
 LX7188;UTM  18      - 4,608,032.166   675,518.482   MT  0.99997912   +1 23 56.1
 LX7188
 LX7188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7188!SPC CT       -   0.99998944  x   0.99998391  =   0.99997335
 LX7188!UTM  18      -   0.99998944  x   0.99997912  =   0.99996856
 LX7188
 LX7188:                Primary Azimuth Mark                     Grid Az
 LX7188:SPC CT       -  PLAINVILLE REDSTONE HILL SPIPE           001 18 38.8
 LX7188:UTM  18      -  PLAINVILLE REDSTONE HILL SPIPE           359 48 59.7
 LX7188
 LX7188|---------------------------------------------------------------------|
 LX7188| PID    Reference Object                     Distance      Geod. Az  |
 LX7188|                                                           dddmmss.s |
 LX7188| LX7216 PLAINVILLE REDSTONE HILL SPIPE      APPROX. 4.1 KM 0011255.8 |
 LX7188| LX7184 SOUTHINGTON 1ST CONG CH SPIRE       APPROX. 1.4 KM 1061403.5 |
 LX7188| LX7162 WEST PEAK                           APPROX. 6.3 KM 1384348.1 |
 LX7188| CQ9121 TANKS RM 2                           25.117 METERS 21538     |
 LX7188| CQ9120 TANKS RM 1                           23.303 METERS 32825     |
 LX7188|---------------------------------------------------------------------|
 LX7188
 LX7188                          SUPERSEDED SURVEY CONTROL
 LX7188
 LX7188  NAD 83(1992)-  41 36 16.96707(N)    072 53 37.33864(W) AD(       ) 1
 LX7188  NAD 83(1986)-  41 36 16.96906(N)    072 53 37.34063(W) AD(       ) 1
 LX7188  NAD 27      -  41 36 16.61427(N)    072 53 38.97799(W) AD(       ) 1
 LX7188  NGVD 29 (07/19/86)   96.8    (m)          318.     (f) VERT ANG       
 LX7188
 LX7188.Superseded values are not recommended for survey control.
 LX7188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7188.See file dsdata.txt to determine how the superseded data were derived.
 LX7188
 LX7188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7551808032(NAD 83)
 LX7188_MARKER: DS = TRIANGULATION STATION DISK
 LX7188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7188+STABILITY: SURFACE MOTION
 LX7188
 LX7188  HISTORY     - Date     Condition        Report By
 LX7188  HISTORY     - 1981     MONUMENTED       NGS
 LX7188
 LX7188                          STATION DESCRIPTION
 LX7188
 LX7188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7188'THE STATION IS LOCATED ABOUT 7.6 KM (4.7 MI) SOUTH-SOUTHWEST
 LX7188'FROM PLAINVILLE, 6.8 KM (4.2 MI) EAST FROM WOLCOTT, 1.1 KM
 LX7188'(0.7 MI) NORTHWEST FROM SOUTHINGTON AND 0.8 KM (0.5 MI)
 LX7188'SOUTH-SOUTHEAST FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX7188'STATE HIGHWAY 229 IN A FENCED IN COMPOUND WITH TWO LARGE STANDPIPES.
 LX7188'OWNERSHIP--CITY OF SOUTHINGTON, PERMISSION BY
 LX7188'DANIEL C CHRISTY, SUPERINTENDENT AND ENGINEER,
 LX7188'SOUTHINGTON WATER WORKS DEPARTMENT,
 LX7188'65 HIGH STREET, SOUTHINGTON CT 06489,
 LX7188'PHONE 203-628-5593.
 LX7188'
 LX7188'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX7188'84 AND STATE HIGHWAY 229 ABOUT 2.9 KM (1.8 MI) NORTHWEST
 LX7188'FROM SOUTHINGTON.  GO SOUTH ON STATE HIGHWAY 229 (WEST STREET)
 LX7188'FOR 0.9 KM (0.55 MI) TO A SIDE STREET LEFT (MILL STREET)
 LX7188'TURN LEFT AND GO EAST ON MILL STREET FOR 0.4 KM (0.25 MI)
 LX7188'TO THE TOP OF THE GRADE, A CROSSWALK AND A NARROW PAVED DRIVE
 LX7188'ON THE LEFT BE TWEEN TWO SHORTER DRIVES.  TURN LEFT AND GO
 LX7188'NORTH FOR 0.08 KM (0.05 MI) TO A LOCKED GATE.  PASS THROUGH
 LX7188'THE GATE KEEPING TO THE RIGHT OF THE STANDPIPES FOR ABOUT 26.5
 LX7188'METERS (86.9 FEET) TO THE STATION.
 LX7188'
 LX7188'THE STATION IS A STANDARD NGS DISK
 LX7188'STAMPED---TANKS 1981---,
 LX7188'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7188'FLUSH WITH GROUND.  IT IS LOCATED
 LX7188'26.45 METERS (86.80 FT) NORTHEAST FROM THE SOUTHWEST GATE POST,
 LX7188'12.1 METERS (39.7  FT) WEST FROM A METAL WITNESS POST AND
 LX7188'5.45 METERS (17.90 FT) SOUTHEAST FROM A METAL CONDUIT ATTACHED TO
 LX7188'A LADDER ON THE EAST STANDPIPE
 LX7188'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7188'STAMPED---TANKS 1981---,
 LX7188'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7188'
 LX7188'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7188'STAMPED---TANKS NO 1 1981---,
 LX7188'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7188'FLUSH WITH GROUND.  IT IS LOCATED
 LX7188'15.54 METERS (51.00 FT) EAST FROM THE PROJECTED CENTER OF THE
 LX7188'LADDER ON THE WEST STANDPIPE,
 LX7188'16.46 METERS (54.0 FT) SOUTH FROM THE CHAIN LINK FENCE AND
 LX7188'7.4 METERS (24.3 FT) NORTH FROM THE EAST STANDPIPE.
 LX7188'MARK IS LEVEL WITH STATION.
 LX7188'
 LX7188'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7188'STAMPED---TANKS NO 2 1981---,
 LX7188'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7188'FLUSH WITH GROUND.  IT IS LOCATED
 LX7188'33.4 METERS (109.5 FT) SOUTHWEST FROM A METAL WITNESS POST,
 LX7188'16.25 METERS (53.30 FT) SOUTH FROM A 50 CM METAL PORT IN THE SIDE
 LX7188'OF THE STANDPIPE AND
 LX7188'6.1 METERS (20.00 FT) NORTHWEST FROM THE SOUTHWEST GATEPOST
 LX7188'MARK IS LEVEL WITH STATION.
 LX7188'
 LX7188'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF STAND PIPE
 LX7188'ON LINE.
 LX7188'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3815 ***********************************************************************
 LX3815  DESIGNATION -  TASHUA 2
 LX3815  PID         -  LX3815
 LX3815  STATE/COUNTY-  CT/FAIRFIELD
 LX3815  USGS QUAD   -  BOTSFORD (1984)
 LX3815
 LX3815                         *CURRENT SURVEY CONTROL
 LX3815  ___________________________________________________________________
 LX3815* NAD 83(1996)-  41 15 39.15132(N)    073 14 59.94940(W)     ADJUSTED  
 LX3815* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 LX3815  ___________________________________________________________________
 LX3815  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 LX3815  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3815
 LX3815  HORZ ORDER  -  SECOND
 LX3815
 LX3815.The horizontal coordinates were established by classical geodetic methods
 LX3815.and adjusted by the National Geodetic Survey in January 1999..
 LX3815.No horizontal observational check was made to the station.
 LX3815
 LX3815.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3815
 LX3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3815
 LX3815.The geoid height was determined by GEOID03.
 LX3815
 LX3815;                    North         East     Units Scale Factor Converg.
 LX3815;SPC CT       -   200,003.136   262,900.966   MT  0.99999441   -0 19 53.5
 LX3815;SPC CT       -   656,176.96    862,534.25   sFT  0.99999441   -0 19 53.5
 LX3815;UTM  18      - 4,569,194.095   646,600.040   MT  0.99986450   +1 09 15.5
 LX3815
 LX3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3815!SPC CT       -   0.99997591  x   0.99999441  =   0.99997032
 LX3815!UTM  18      -   0.99997591  x   0.99986450  =   0.99984042
 LX3815
 LX3815|---------------------------------------------------------------------|
 LX3815| PID    Reference Object                     Distance      Geod. Az  |
 LX3815|                                                           dddmmss.s |
 LX3815| CB4962 TASHUA 2 RM 6                        14.929 METERS 13853     |
 LX3815| LX3816 TASHUA RESET                         43.180 METERS 17636     |
 LX3815| LX3814 LONG HILL CHRIST CHURCH SPIRE       APPROX. 3.0 KM 3431511.9 |
 LX3815|---------------------------------------------------------------------|
 LX3815
 LX3815                          SUPERSEDED SURVEY CONTROL
 LX3815
 LX3815  NAD 83(1996)-  41 15 39.15313(N)    073 14 59.95031(W) AD(       ) 2
 LX3815  NAD 83(1992)-  41 15 39.15005(N)    073 14 59.94842(W) AD(       ) 2
 LX3815  NAD 83(1986)-  41 15 39.15242(N)    073 14 59.95251(W) AD(       ) 2
 LX3815  NAD 27      -  41 15 38.80633(N)    073 15 01.53645(W) AD(       ) 2
 LX3815  NGVD 29 (01/16/90)  183.5    (m)          602.     (f) VERT ANG       
 LX3815
 LX3815.Superseded values are not recommended for survey control.
 LX3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3815.See file dsdata.txt to determine how the superseded data were derived.
 LX3815
 LX3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4660069194(NAD 83)
 LX3815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3815+STABILITY: SURFACE MOTION
 LX3815
 LX3815  HISTORY     - Date     Condition        Report By
 LX3815  HISTORY     - 1966     MONUMENTED       CGS
 LX3815  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3815  HISTORY     - 1982     GOOD             NGS
 LX3815
 LX3815                          STATION DESCRIPTION
 LX3815
 LX3815'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (NCS)
 LX3815'STATION MARK IS A STANDARD DISK STAMPED TASHUA 2 1966, SET IN THE
 LX3815'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 INCH (TO BE
 LX3815'GRADED).  IT IS 113 FEET NORTH OF THE SOUTH POINT OF AN ISLAND
 LX3815'FORMED BY ROADS, 57 FEET WEST OF MERRIMAC DRIVE (WILL PROBABLY BE
 LX3815'RENAMED STATION DRIVE), AND 10 FEET EAST OF THE EAST EDGE OF
 LX3815'PAVEMENT OF UPPER ROAD.
 LX3815'
 LX3815'RM 6 IS A STANDARD DISK STAMPED TASHUA 2 1966 NO 6, SET IN A DRILL
 LX3815'HOLE IN A LARGE BOULDER THAT PROJECTS 6 INCHES (TO BE GRADED).
 LX3815'
 LX3815'TASHUA 1833 IS A STANDARD DISK STAMPED TASHUA 1833 1932, SET IN
 LX3815'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS AT THE
 LX3815'TOP OF A CUT BANK (TO BE GRADED), ON THE WEST SIDE OF THE
 LX3815'ROAD.  THERE ARE 4 GRANITE POSTS N,S,E, AND W OF THE MARK, ALL
 LX3815'FLUSH, ALL ABOUT 6 FEET DISTANT, ALL WITH A CROSS AND LETTERS
 LX3815'U S C S CUT IN THE TOP.
 LX3815'
 LX3815'WICC T V MAST AND RELAY TOWER ARE ON BOOTH HILL ROAD, THE CENTER
 LX3815'OF EACH WAS TAKEN.
 LX3815'
 LX3815'PINE STREET WATER TANK IS THE ELEVATED STEEL TANK, SUPPORTED ON
 LX3815'4 LEGS, WITH A ROUND BOTTOM AND CONICAL TOP, OFF THE WEST END OF
 LX3815'PINE STREET, ABOUT 0.3 MILE WEST OF MADISON AVE. IN TRUMBULL, AND
 LX3815'PAINTED DARK GREEN IN 1966.  BALL ON TOP WAS TAKEN.
 LX3815'
 LX3815'TASHUA HILL STANDPIPE IS THE LARGE STANDPIPE ON THE HILL ABOUT
 LX3815'450 FEET DISTANT.  CENTER OF THE VENT PIPE IN THE CENTER OF THE
 LX3815'TOP WAS THE POINT TAKEN.
 LX3815'
 LX3815'TO REACH THE STATION FROM THE TOWN HALL IN TRUMBULL, GO NORTH ON
 LX3815'STATE HIGHWAY 25 FOR 0.6 MILE TO LAKE STREET ON THE LEFT, TURN LEFT
 LX3815'AND FOLLOW LAKE FOR 1.25 MILES TO MADISON AVE., TURN LEFT ON
 LX3815'MADISON AND GO 0.1 MILE TO A ROAD ON THE RIGHT, TURN RIGHT AND GO
 LX3815'UPGRADE FOR 0.1 MILE TO MERRIMAC (STATION) DRIVE, TURN RIGHT AND
 LX3815'CONTINUE UPGRADE FOR 0.2 MILE TO THE TOP OF THE HILL, THE
 LX3815'ISLAND, AND THE STATION IN THE ISLAND.  (THIS ISLAND BETWEEN THE
 LX3815'ROADS WILL PROBABLY BECOME TOWN PROPERTY WHEN THE DEVELOPMENT IS
 LX3815'FINISHED.)
 LX3815
 LX3815                          STATION RECOVERY (1972)
 LX3815
 LX3815'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3815'TASHUA 2 1966 EXCELLENT
 LX3815'
 LX3815'TASHUA 2 NO. 6 1966 EXCELLENT
 LX3815'
 LX3815'TOP OF STATION IS FLUSH WITH GROUND AND 60.5 FEET SOUTHEAST OF
 LX3815'U1CO. POLE 3.
 LX3815
 LX3815                          STATION RECOVERY (1982)
 LX3815
 LX3815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3815'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 LX3815'DESCRIBED.  AN EDM TRAVERSE CONNECTION WAS MADE TO
 LX3815'STATION TASHUA 2 1966 RM 7.  SEE DESCRIPTION THEREOF.
 LX3815'
 LX3815'DESCRIBED BY D.L. MCFARLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7486 ***********************************************************************
 LX7486  DESIGNATION -  TASHUA 2 RM 7
 LX7486  PID         -  LX7486
 LX7486  STATE/COUNTY-  CT/FAIRFIELD
 LX7486  USGS QUAD   -  BOTSFORD (1984)
 LX7486
 LX7486                         *CURRENT SURVEY CONTROL
 LX7486  ___________________________________________________________________
 LX7486* NAD 83(1996)-  41 15 42.75620(N)    073 15 01.76363(W)     ADJUSTED  
 LX7486* NAVD 88     -       181.5    (meters)     595.     (feet)  VERTCON   
 LX7486  ___________________________________________________________________
 LX7486  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 LX7486  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX7486
 LX7486  HORZ ORDER  -  FIRST
 LX7486
 LX7486.The horizontal coordinates were established by classical geodetic methods
 LX7486.and adjusted by the National Geodetic Survey in August 1998..
 LX7486
 LX7486.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7486
 LX7486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7486
 LX7486.The geoid height was determined by GEOID03.
 LX7486
 LX7486;                    North         East     Units Scale Factor Converg.
 LX7486;SPC CT       -   200,114.588   262,859.379   MT  0.99999433   -0 19 54.7
 LX7486;SPC CT       -   656,542.61    862,397.81   sFT  0.99999433   -0 19 54.7
 LX7486;UTM  18      - 4,569,304.417   646,555.582   MT  0.99986434   +1 09 14.4
 LX7486
 LX7486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7486!SPC CT       -   0.99997618  x   0.99999433  =   0.99997051
 LX7486!UTM  18      -   0.99997618  x   0.99986434  =   0.99984052
 LX7486
 LX7486|---------------------------------------------------------------------|
 LX7486| PID    Reference Object                     Distance      Geod. Az  |
 LX7486|                                                           dddmmss.s |
 LX7486| CR9723 TASHUA 2 RM 8                        21.459 METERS 00134     |
 LX7486| CR9724 TASHUA 2 RM 9                        28.201 METERS 06409     |
 LX7486|---------------------------------------------------------------------|
 LX7486
 LX7486                          SUPERSEDED SURVEY CONTROL
 LX7486
 LX7486  NAD 83(1992)-  41 15 42.75616(N)    073 15 01.76327(W) AD(       ) 1
 LX7486  NAD 83(1986)-  41 15 42.75836(N)    073 15 01.76727(W) AD(       ) 1
 LX7486  NAD 83(1986)-  41 15 42.75157(N)    073 15 01.76368(W) AD(       ) 1
 LX7486  NGVD 29 (10/23/89)  181.8    (m)          596.     (f) VERT ANG       
 LX7486
 LX7486.Superseded values are not recommended for survey control.
 LX7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7486.See file dsdata.txt to determine how the superseded data were derived.
 LX7486
 LX7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4655669304(NAD 83)
 LX7486_MARKER: DR = REFERENCE MARK DISK
 LX7486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7486+STABILITY: SURFACE MOTION
 LX7486
 LX7486  HISTORY     - Date     Condition        Report By
 LX7486  HISTORY     - 1982     MONUMENTED       NGS
 LX7486  HISTORY     - 1983     GOOD             NGS
 LX7486
 LX7486                          STATION DESCRIPTION
 LX7486
 LX7486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7486'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) NORTHWEST OF
 LX7486'THE TRUMBULL TOWN HALL AND 2.4 KM (1.5 MI) WEST OF
 LX7486'LONG HILL.
 LX7486'OWNERSHIP--BRIDGEPORT HYDRAULIC COMPANY, MR R SMEDBURG,
 LX7486'240 BOSTWICK AVENUE, BRIDGEPORT CT 06605.
 LX7486'
 LX7486'TO REACH THE STATION FROM THE TRUMBULL TOWN HALL AT THE
 LX7486'JUNCTION OF HIGHWAYS 111 AND 127 IN TRUMBULL, GO NORTH ON
 LX7486'HIGHWAY 111 FOR 0.9 KM (0.6 MI) TO LAKE AVENUE ON THE
 LX7486'LEFT.  TURN LEFT AND GO WEST FOR 2.1 KM (1.3 MI) TO A
 LX7486'T-ROAD MADISON AVENUE.  TURN LEFT AND GO SOUTH FOR 0.2
 LX7486'KM (0.1 MI) TO STATION HILL ROAD.  TURN RIGHT AND GO
 LX7486'WEST FOR 0.2 KM (0.1 MI) TO A T-ROAD.  TURN RIGHT AND GO
 LX7486'NORTH FOR 0.4 KM (0.25 MI) TO A FIELD ENTRANCE AND THE
 LX7486'STATION ON THE LEFT.
 LX7486'
 LX7486'THE STATION IS A STANDARD NGS REFERENCE DISK
 LX7486'STAMPED---TASHUA 2 1966 NO 7 1982---,
 LX7486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7486'FLUSH WITH GROUND.  IT IS LOCATED
 LX7486'11.18 METERS (36.7 FT) SOUTH-SOUTHEAST FROM A WITNESS POST,
 LX7486'10.24 METERS (33.6 FT) EAST-SOUTHEAST FROM A 60 CM PINE TREE AND
 LX7486'6.4 METERS (21.0 FT) SOUTH FROM UTILITY POLE NUMBER 3132.
 LX7486'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7486'STAMPED---TASHUA 2 NO 7 1982---,
 LX7486'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7486'
 LX7486'REFERENCE MARK NUMBER 8 IS A STANDARD NGS DISK
 LX7486'STAMPED---TASHUA 2 1966 RM 7 NO 8 1982---,
 LX7486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7486'FLUSH WITH GROUND.  IT IS LOCATED
 LX7486'15.75 METERS (51.67 FT) EAST-NORTHEAST FROM UTILITY POLE NUMBER
 LX7486'3132,
 LX7486'1.0 METER (3.3 FT) WEST-SOUTHWEST FROM UTILITY POLE NUMBER 4256
 LX7486'AND
 LX7486'0.37 METER (1.2 FT) WEST FROM A WITNESS POST.
 LX7486'MARK IS BELOW STATION 0.1 METER.
 LX7486'
 LX7486'REFERENCE MARK NUMBER 9 IS A STANDARD NGS DISK
 LX7486'STAMPED---TASHUA 2 1966 RM 7 NO 9 1982---,
 LX7486'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7486'FLUSH WITH GROUND.  IT IS LOCATED
 LX7486'5.24 METERS (17.2 FT) WEST FROM A UTILITY POLE,
 LX7486'3.29 METERS (10.8 FT) SOUTH FROM THE CENTER OF A GRAVELED DRIVE
 LX7486'AND
 LX7486'0.20 METER (0.67 FT) NORTH FROM A WITNESS POST.
 LX7486'MARK IS BELOW STATION 2.2 METERS.
 LX7486'
 LX7486'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 29.6 METERS.
 LX7486'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX7486'
 LX7486'AN EDM TRAVERSE TIE WAS MADE TO STATION TASHUA 2 1966.
 LX7486'
 LX7486'DESCRIBED BY D.L. MCFARLAND, CHECKED BY J. ZABITCHUCK.
 LX7486
 LX7486                          STATION RECOVERY (1983)
 LX7486
 LX7486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7486'STATION WAS RECOVERED AS DESCRIBED IN 1982.
 LX7486'
 LX7486'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.6 METERS.
 LX7486'
 LX7486'DESCRIBED BY R.T. WOODRUFF, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3816 ***********************************************************************
 LX3816  DESIGNATION -  TASHUA RESET
 LX3816  PID         -  LX3816
 LX3816  STATE/COUNTY-  CT/FAIRFIELD
 LX3816  USGS QUAD   -  BOTSFORD (1984)
 LX3816
 LX3816                         *CURRENT SURVEY CONTROL
 LX3816  ___________________________________________________________________
 LX3816* NAD 83(1996)-  41 15 37.75410(N)    073 14 59.83947(W)     ADJUSTED  
 LX3816* NAVD 88     -       185.0    (meters)     607.     (feet)  VERTCON   
 LX3816  ___________________________________________________________________
 LX3816  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 LX3816  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX3816
 LX3816  HORZ ORDER  -  FIRST
 LX3816
 LX3816.The horizontal coordinates were established by classical geodetic methods
 LX3816.and adjusted by the National Geodetic Survey in January 1999..
 LX3816
 LX3816.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3816
 LX3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3816
 LX3816.The geoid height was determined by GEOID03.
 LX3816
 LX3816;                    North         East     Units Scale Factor Converg.
 LX3816;SPC CT       -   199,960.018   262,903.276   MT  0.99999444   -0 19 53.4
 LX3816;SPC CT       -   656,035.49    862,541.83   sFT  0.99999444   -0 19 53.4
 LX3816;UTM  18      - 4,569,151.058   646,603.466   MT  0.99986451   +1 09 15.6
 LX3816
 LX3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3816!SPC CT       -   0.99997564  x   0.99999444  =   0.99997008
 LX3816!UTM  18      -   0.99997564  x   0.99986451  =   0.99984015
 LX3816
 LX3816|---------------------------------------------------------------------|
 LX3816| PID    Reference Object                     Distance      Geod. Az  |
 LX3816|                                                           dddmmss.s |
 LX3816| CB4962 TASHUA 2 RM 6                        32.732 METERS 01249     |
 LX3816| CB4961 TASHUA RM 5                                        04533     |
 LX3816| CB4958 TASHUA RM 2                           1.838 METERS 09032     |
 LX3816| LX3752 E BRIDGEPORT AMERICAN CHAIN TK      APPROX.11.4 KM 1383014.1 |
 LX3816| LX3727 LARGE WATER TANK                    APPROX. 5.1 KM 1745218.6 |
 LX3816| CB4959 TASHUA RM 3                           1.826 METERS 18007     |
 LX3816| CB4960 TASHUA RM 4                           1.830 METERS 26902     |
 LX3816| LX3817 WOOSTER                             APPROX.22.3 KM 2965144.2 |
 LX3816| LX3814 LONG HILL CHRIST CHURCH SPIRE       APPROX. 3.0 KM 3432632.4 |
 LX3816| LX3815 TASHUA 2                             43.180 METERS 35636     |
 LX3816| CB4957 TASHUA RM 1                           1.820 METERS 35949     |
 LX3816|---------------------------------------------------------------------|
 LX3816
 LX3816                          SUPERSEDED SURVEY CONTROL
 LX3816
 LX3816  NAD 83(1996)-  41 15 37.75467(N)    073 14 59.84028(W) AD(       ) 1
 LX3816  NAD 83(1992)-  41 15 37.75284(N)    073 14 59.83850(W) AD(       ) 1
 LX3816  NAD 83(1986)-  41 15 37.75525(N)    073 14 59.84259(W) AD(       ) 1
 LX3816  NAD 27      -  41 15 37.40914(N)    073 15 01.42654(W) AD(       ) 1
 LX3816  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 LX3816
 LX3816.Superseded values are not recommended for survey control.
 LX3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3816.See file dsdata.txt to determine how the superseded data were derived.
 LX3816
 LX3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4660369151(NAD 83)
 LX3816_MARKER: B = BOLT
 LX3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3816
 LX3816  HISTORY     - Date     Condition        Report By
 LX3816  HISTORY     - 1932     MONUMENTED       CGS
 LX3816  HISTORY     - 1909     GOOD             CGS
 LX3816  HISTORY     - 1931     GOOD             CGS
 LX3816  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3816  HISTORY     - 1934     GOOD             CGS
 LX3816  HISTORY     - 1934     GOOD             CTGS
 LX3816  HISTORY     - 1940     GOOD             CGS
 LX3816  HISTORY     - 1942     GOOD             CGS
 LX3816  HISTORY     - 1957     GOOD             CGS
 LX3816  HISTORY     - 1958     GOOD             CGS
 LX3816  HISTORY     - 1966     GOOD             CGS
 LX3816  HISTORY     - 1972     GOOD             CTGS
 LX3816
 LX3816                          STATION DESCRIPTION
 LX3816
 LX3816'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (HPR)
 LX3816'LOCATED IN TRUMBULL TOWNSHIP.  STATION MARKED BY A COPPER BOLT
 LX3816'INSERTED IN TOP OF A GRANITE POST SUNK 2 FEET BELOW SURFACE OF
 LX3816'GROUND.  FOUR SIMILAR POSTS, 8 INCHES SQUARE AND 2-1/2 FEET
 LX3816'LONG, WERE ADJUSTED 6 FEET DISTANT TO N, E, S AND W OF CENTER.
 LX3816'THE TOPS OF THE POSTS WERE MARKED BY TWO LINES INTERSECTING AT
 LX3816'RIGHT ANGLES AND THE LETTERS U.S.G.S.  FOUR DIRECTIONS TO
 LX3816'SIGNALS VISIBLE FROM THE STATION WERE MARKED BY COPPER
 LX3816'TACKS IN HICKORY STUBS AS FOLLOWS--171 FEET 3 INCHES TOWARD
 LX3816'RULAND.  121 FEET 7 INCHES TOWARD WEST HILLS.  73 FEET 9
 LX3816'INCHES TOWARD WOOSTER.  AND 70 FEET 3 INCHES TOWARD TOWER IN
 LX3816'WARREN.  IN 1882 G. BRADFORD REPORTED THAT THE FOUR GRANITE POSTS
 LX3816'AROUND CENTER WERE STILL IN PLACE.
 LX3816'
 LX3816'THE STATION WAS VISITED IN 1909 AND FOUND IN GOOD CONDITION.  THE
 LX3816'FOUR GRANITE SURFACE MARKS WERE STILL IN PLACE.  DIGGING DOWN
 LX3816'1 FOOT 11 INCHES THE TOP OF THE CENTER STONE WAS REACHED.  THE
 LX3816'TOP SURFACE OF THIS STONE WAS SMOOTH, SQUARE, AND MARKED WITH
 LX3816'TWO LINES OR GROOVES AT RIGHT ANGLES TO EACH OTHER.  IN CENTER
 LX3816'OF STONE AT INTERSECTION OF LINES IS A COPPER BOLT OF ABOUT 5/8
 LX3816'INCH DIAMETER.  TOP OF BOLT IS MARKED BY TWO INTERSECTING
 LX3816'LINES.  ABOUT 43-1/2 METERS (PLACED) DISTANT, IN A SOUTHERLY
 LX3816'DIRECTION AND NEARLY IN LINE WITH THE WESTERN AND SOUTHERN
 LX3816'GRANITE SURFACE MARKS IS AN OLD WELL BOARDED OVER.  THE FIELD IN
 LX3816'WHICH THE STATION IS LOCATED IS BARE OF TREES WITH THE
 LX3816'EXCEPTION OF THREE ELMS AND AN OAK, ALL IN A STRAIGHT LINE
 LX3816'EXTENDING FROM THE STONE WALL ON THE SOUTHERN SIDE OF THE
 LX3816'FIELD.  THIS LINE PASSES BETWEEN THE NORTHERN AND EASTERN
 LX3816'SURFACE GRANITE POSTS.  THE OAK IS IN THE SOUTHERN WALL.  TWO OF
 LX3816'THE ELMS ARE RESPECTIVELY ABOUT 4-1/2 METERS (15 FEET) AND 14
 LX3816'1/2 METERS (48 FEET) S OF THE STATION.  THE OTHER IS ABOUT 20
 LX3816'METERS (66 FEET) N OF THE STATION AND CLOSE TO THE NORTHERN
 LX3816'WALL.  THERE IS ANOTHER ELM IN THE SAME STRAIGHT LINE AND ABOUT
 LX3816'6 METERS (20 FEET) N OF THE NORTHERN WALL.  CLOSE TO THE
 LX3816'NORTHERN SIDE OF THE NORTHERN WALL AND ABOUT 15 METERS (49
 LX3816'FEET) TO WESTWARD STANDS A HICKORY WHILE ABOUT 11 METERS (36
 LX3816'FEET) TO EASTWARD (OF THE TREE LINE) AND ON THE SAME SIDE OF
 LX3816'THE STONE WALL IN ANOTHER ELM.
 LX3816'
 LX3816'NOTE--THE MARKING DESCRIBED ABOVE WAS PROBABLY PLACED IN 1863
 LX3816'BY PARTY OF A.D. BACHE, WHO RECOVERED THE OLD EARTHENWARE CONE
 LX3816'STATION MARK, AND MADE THEIR STATION IDENTICAL THEREWITH.
 LX3816
 LX3816                          STATION RECOVERY (1931)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (FLG)
 LX3816'FOUND IN GOOD CONDITION.  PROPERTY NOW OWNED BY MR. CHARLES
 LX3816'A. EDWARDS WHO LIVES ON PROPERTY.  HIS BUSINESS ADDRESS IS 952
 LX3816'MAIN STREET, BRIDGEPORT, CONN.  SUB-SURFACE MARK AND REFERENE
 LX3816'MARKS FOUND AS DESCRIBED IN GOOD CONDITION.
 LX3816
 LX3816                          STATION RECOVERY (1932)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX3816'STATION IS ON SUMMIT OF TASHUA HILL ABOUT 7 MILES BY ROAD FROM
 LX3816'BRIDGEPORT ON PROPERTY OF (1909) P.B. GREGORY.  THE STATION WAS
 LX3816'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE FOUR GRANITE POST
 LX3816'ARE STILL IN POSITION AND SHOW NO SIGNS OF WEATHERING.  A SURFACE
 LX3816'MARK WAS ESTABLISHED EXACTLY OVER THE
 LX3816'OLD SUB-SURFACE MARK.  A NEW REFERENCE MARK
 LX3816'WAS ESTABLISHED AND STAMPED TASHUA-R.M.NO. 5 1932.
 LX3816'THE STATION MARK WAS STAMPED TASHUA 1833-1932.
 LX3816'
 LX3816'REFERENCE MARK NO. 5 IS NE OF STATION DRILLED IN TOP OF FLAT
 LX3816'ROCK WHICH IS ABOUT 14 INCHES ABOVE GROUND.  ABOUT 80 METERS NE OF
 LX3816'SMALL POND.  18 METERS W OF GATE IN N AND S STONE FENCE.  100
 LX3816'METERS E OF N AND S STONE FENCE THAT IS ON E SIDE OF GRAVEL ROAD.
 LX3816
 LX3816                          STATION RECOVERY (1934)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (ESO)
 LX3816'ON MADISON AVENUE ABOUT 4 MILES NORTHERLY FROM THE BRIDGEPORT
 LX3816'TRUMBULL TOWN LINE, ON PROPERTY OF CHARLES A. EDWARDS ABOUT 1/4
 LX3816'MILE W OF EDWARDS RESIDENCE AND ON TOP OF TASHUA HILL.  STATION
 LX3816'IS A U.S.C. AND G.S. BRONZE DISK SET IN CONCRETE, MARKED
 LX3816'TASHUA 1833-1932.  TOP ABOUT 4 INCHES ABOVE GROUND.  THE
 LX3816'REFERENCE MARKS WERE RECOVERED AND CHECK WITH THE DESCRIPTION FOR
 LX3816'DISTANCES AND DIRECTIONS.  THE OAK TREE REFERRED TO IN THE
 LX3816'DESCRIPTION AS BEING IN THE SOUTHERN WALL WAS FOUND TO BE A
 LX3816'BUTTON-BALL TREE AND THE HICKORY WAS FOUND TO BE A BASS-WOOD
 LX3816'TREE.
 LX3816'
 LX3816'THE FIELD IN WHICH THE STATION IS LOCATED HAS BEEN PLANTED WITH
 LX3816'SMALL PINE TREES.  THE STATION WAS EVIDENTLY RE-SET IN 1932.
 LX3816
 LX3816                          STATION RECOVERY (1934)
 LX3816
 LX3816'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1934
 LX3816'THE SURFACE-STATION MARK WAS RECOVERED AS DESCRIBED.  STATION IS ON
 LX3816'TOP OF TASHUA HILL, ON PROPERTY OF CHARLES A. EDWARDS, ABOUT 1/4
 LX3816'MILE W OF EDWARDS HOUSE AND ABOUT 4.7 MILES NW OF BRIDGEPORT VIA
 LX3816'MADISON AVENUE.
 LX3816
 LX3816                          STATION RECOVERY (1940)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JRH)
 LX3816'STATION TASHUA WAS RECOVERED IN 1940 BY THE BRIDGEPORT CITY
 LX3816'ENGINEERING DEPT., AND SIGHTED TO FROM STATION MC DONALD FOR THE
 LX3816'PURPOSE OF DETERMINING AZIMUTH FOR THE FIRST-ORDER TRIANGULATION
 LX3816'SURVEY OF THE CITY OF BRIDGEPORT.  THE STATION WAS FOUND IN GOOD
 LX3816'CONDITION AND THE INFORMATION SET FORTH IN THE ORIGINAL
 LX3816'DESCRIPTION CHECKED.
 LX3816
 LX3816                          STATION RECOVERY (1942)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3816'THE STATION WAS RECOVERED AS DESCRIBED IN 1932, AND ALL MARKS WERE
 LX3816'FOUND TO BE IN GOOD CONDITION.  THE 1932 DESCRIPTION TO REACH
 LX3816'THE STATION IS ADEQUATE AND CORRECT.
 LX3816
 LX3816                          STATION RECOVERY (1957)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
 LX3816'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK 5
 LX3816'WAS NOT SEARCHED FOR AS CONSIDERABLE CLEARING WOULD BE NECESSARY
 LX3816'TO SEE TO THE STATION.  THE STATION MARK, STAMPED TASHUA 1833 1932,
 LX3816'IS 198 FEET NORTH OF THE NORTH CORNER OF A FRAME HOUSE, 78 FEET
 LX3816'SOUTHEAST OF A 20 INCH, TRIANGULAR BLAZED ASH TREE AND 29 FEET
 LX3816'EAST OF THE CENTER OF AN OILED ROAD.
 LX3816'
 LX3816'THE OILED ROAD LEADING TO THE STATION LEAVES MADISON ROAD JUST
 LX3816'SOUTH OF MR. EDWARDS HOUSE AND ABOUT 100 FEET SOUTH OF THE
 LX3816'INTERSECTION OF LAKE ROAD.
 LX3816
 LX3816                          STATION RECOVERY (1958)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3816'RECOVERED AS DESCRIBED BY C.D.M. IN 1932.  STATION MARKED AS NAMED
 LX3816'ABOVE.  THE FOUR GRANITE POSTS ARE STILL IN POSITION AND SHOW NO
 LX3816'SIGNS OF WEATHERING.  THE 1833 DESCRIPTION WHICH I HAVE SAYS, TOPS
 LX3816'OF POSTS WERE MARKED BY . . . . . THE LETTERS U.S.G.S.  THE DEEPLY
 LX3816'CUT LINES AT RIGHT ANGLES WERE THERE, BUT THE LETTERS CERTAINLY
 LX3816'LOOKED LIKE U.S.C.S. TODAY.  I DID NOT ATTEMPT TO FIND R.M. NO.
 LX3816'5 1932 WHICH IS APPROX. 1/2 MILE NE OF STATION.
 LX3816'
 LX3816'COMMENTS--SMALL PINES NOTED IN C.W.A. SURVEYS 1934 REPORT COULD
 LX3816'NOT HAVE SURVIVED.  THERE IS ONE EVERGREEN ABOUT 18 FT. HIGH, ABOUT
 LX3816'15 FT. S OF THE STATION.  THERE IS A TV ANTENNA 15 FT. N OF
 LX3816'STATION.  AN EASTWEST STONE WALL IS ABOUT 60 FT. N OF
 LX3816'STATION.  MAGNIFICENT VIEW FROM TASHUA, TODAY.  S ACROSS LONG
 LX3816'I. SOUND, AND W TOWARD BALD HILL AND BEYOND.
 LX3816'THE DIRECTIONS TO REACH TASHUA, AS FOLLOWS--IN BRIDGEPORT, GO N
 LX3816'ON PARK AVE. (ONE OF THE MAIN N AND S STREETS) TO ECKART ST.
 LX3816'(WHICH IS 0.8 MILE S OF PARK AVE. JUNCTION WITH MERRITT PARKWAY).
 LX3816'TURN RIGHT (E) ON ECKART ST. AND GO E 0.4 MILE TO MADISON AVE.
 LX3816'TURN LEFT (N) ON MADISON AND GO N FOR 0.7 MILE WHERE MADISON GOES
 LX3816'UNDER MERRITT PARKWAY.  CONTINUE N ON MADISON FOR 2.6 MILES
 LX3816'N OF THE PARKWAY, TO LAKE AVE., WHICH COMES INTO MADISON AVE.
 LX3816'FROM THE EAST.  NW OF THIS INTERSECTION OF LAKE AND MADISON
 LX3816'IS THE HOME OF CHARLES A. EDWARDS WHICH FACES A N AND S
 LX3816'DRIVEWAY, PARALLEL TO AND OF THE W SIDE OF MADISON AVE.
 LX3816'
 LX3816'WITH PERMISSION FROM EDWARDS, OR HIS HOUSEKEEPER, YOU THEN
 LX3816'FOLLOW A PRIVATE ROAD, LEADING SOUTHERLY FROM HIS GARAGE AND
 LX3816'STABLE.  THIS PRIVATE ROAD GRADUALLY TURNS TO THE SW, W NW, AND N
 LX3816'TO THE SUMMIT OF TASHUA HILL.  CAR CAN BE PARKED WITHIN A FEW
 LX3816'FEET OF THE STATION.
 LX3816'
 LX3816'MADISON AVE. HAS NO DIRECT CONNECTION WITH THE MERRITT
 LX3816'PARKWAY.  PARK AVE. DOES CONNECT WITH THE PARKWAY.
 LX3816
 LX3816                          STATION RECOVERY (1966)
 LX3816
 LX3816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (NCS)
 LX3816'THE STATION MARK AND THE FOUR GRANITE MONUMENTS WERE RECOVERED
 LX3816'IN GOOD CONDITION.  TASHUA 2 1966 WAS ESTABLISHED, BUT THE OLD
 LX3816'STATION WAS LEFT INTACT AND WILL PROBABLY BE PRESERVED.  RM5 WAS
 LX3816'NOT RECOVERED, THE POND HAS BEEN DRAINED AND FILLED AND THE AREA
 LX3816'GRADED AND BUILT UP.
 LX3816'
 LX3816'STATION MARK IS A STANDARD DISK STAMPED TASHUA 1833 1932, SET
 LX3816'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH.  IT IS
 LX3816'ON THE HIGHEST PART OF THE HILL, ABOUT 600 FEET SOUTHEAST OF THE
 LX3816'STANDPIPE, AT THE TOP OF A PROPOSED CUT (TO BE GRADED).
 LX3816'
 LX3816'FOUR IDENTICAL RMS ARE CLOSE TO THE STATION MARK, ALL ARE GRANITE
 LX3816'POSTS, FLUSH, WITH THE LETTERS U S G S CUT INTO THE TOP IN THE
 LX3816'FOUR QUADRANTS FORMED BY A CHISELED CROSS.  POINT MEASURED IS THE
 LX3816'INTERSECTION OF THE CROSS.  THEY ARE NORTH, EAST, SOUTH AND WEST
 LX3816'OF THE STATION MARK.
 LX3816'
 LX3816'TASHUA 2 IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 LX3816'MONUMENT (SET FLUSH, TO BE GRADED).  THE UNDERGROUND MARK IS ABOUT
 LX3816'3 FEET BELOW THE SURFACE.  IT IS ABOUT 450 FEET
 LX3816'SOUTHWEST OF THE STANDPIPE, IN AN ISLAND FORMED BY ROADS, THAT IS
 LX3816'TO BECOME TOWN PROPERTY, 113 FEET NORTH OF THE SOUTH POINT OF THE
 LX3816'ISLAND, 57 FEET WEST OF THE CENTER OF MERRIMAC DRIVE (WILL
 LX3816'PROBABLY BE RENAMED STATION DRIVE), AND 10 FEET EAST OF THE
 LX3816'EAST EDGE OF THE PAVEMENT OF THE ROAD.
 LX3816'
 LX3816'RM 6 IS A STANDARD DISK STAMPED TASHUA 2 NO 6 1966, WITH THE
 LX3816'ARROW POINTING TO THAT STATION, SET IN THE TOP OF A LARGE BOULDER
 LX3816'THAT PROJECTS 6 INCHES (TO BE GRADED).  IT IS 65 FEET NORTH OF
 LX3816'THE SOUTH POINT OF THE ISLAND, 35 FEET WEST OF MERRIMAC DRIVE AND
 LX3816'24 FEET EAST OF THE EAST EDGE OF THE PAVEMENT OF THE UPPER ROAD.
 LX3816'
 LX3816'TASHUA HILL STANDPIPE IS THE LARGE (GREEN IN 1966) STANDPIPE
 LX3816'AT THE TOP OF TASHUA HILL, CENTER OF VENT IN CENTER OF TOP WAS
 LX3816'POINT USED.
 LX3816'
 LX3816'STE THERESAS CHURCH SPIRE IS THE TALL SLENDER DARK SPIRE ON
 LX3816'STE. THERESAS CATHOLIC CHURCH ON MAIN STREET IN TRUMBULL.
 LX3816'
 LX3816'WICC TV MAST AND THE COMMUNICATIONS BROADCAST INC. RELAY TOWER
 LX3816'ON BOOTH HILL ROAD WERE ALSO TAKEN, TO THE CENTER OF THE
 LX3816'STRUCTURE IN EACH CASE.
 LX3816'
 LX3816'TO REACH THE STATION FROM THE TOWN HALL IN TRUMBULL, GO NORTH
 LX3816'ON STATE HIGHWAY 25 FOR 0.6 MILE TO LAKE STREET ON THE LEFT, TURN
 LX3816'LEFT AND FOLLOW LAKE FOR 1.25 MILES TO MADISON AVE., TURN LEFT
 LX3816'ON MADISON AND GO 0.1 MILE TO A ROAD RIGHT, TURN RIGHT AND GO
 LX3816'UPGRADE FOR 0.1 MILE TO MERRIMAC (STATION) DRIVE, TURN RIGHT AND
 LX3816'CONTINUE UPGRADE FOR 0.2 MILE TO THE TOP OF THE HILL, ISLAND,
 LX3816'AND STATION.
 LX3816
 LX3816                          STATION RECOVERY (1972)
 LX3816
 LX3816'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3816'TASHUA 1883-1932 EXCELLENT
 LX3816'
 LX3816'TASHUA RM 5 1932 NOT FOUND - (DEVELOPMENT AREA)
 LX3816'
 LX3816'THE FOUR GRANITE RMS ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6775 ***********************************************************************
 LX6775  DESIGNATION -  TAYLOR
 LX6775  PID         -  LX6775
 LX6775  STATE/COUNTY-  CT/HARTFORD
 LX6775  USGS QUAD   -  GLASTONBURY (1992)
 LX6775
 LX6775                         *CURRENT SURVEY CONTROL
 LX6775  ___________________________________________________________________
 LX6775* NAD 83(1996)-  41 40 18.94089(N)    072 35 23.69863(W)     ADJUSTED  
 LX6775* NAVD 88     -       118.     (meters)     387.     (feet)  SCALED    
 LX6775  ___________________________________________________________________
 LX6775  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LX6775  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6775
 LX6775  HORZ ORDER  -  THIRD
 LX6775
 LX6775.The horizontal coordinates were established by classical geodetic methods
 LX6775.and adjusted by the National Geodetic Survey in August 1998..
 LX6775
 LX6775.The orthometric height was scaled from a topographic map.
 LX6775
 LX6775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6775
 LX6775.The geoid height was determined by GEOID03.
 LX6775
 LX6775;                    North         East     Units Scale Factor Converg.
 LX6775;SPC CT       -   245,546.339   318,131.381   MT  0.99998604   +0 06 22.1
 LX6775;SPC CT       -   805,596.61  1,043,736.04   sFT  0.99998604   +0 06 22.1
 LX6775;UTM  18      - 4,616,158.132   700,626.312   MT  1.00009535   +1 36 10.5
 LX6775
 LX6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6775!SPC CT       -   0.99998616  x   0.99998604  =   0.99997220
 LX6775!UTM  18      -   0.99998616  x   1.00009535  =   1.00008151
 LX6775
 LX6775|---------------------------------------------------------------------|
 LX6775| PID    Reference Object                     Distance      Geod. Az  |
 LX6775|                                                           dddmmss.s |
 LX6775| CZ8005 TAYLOR RM 1                                        04035     |
 LX6775| LX6776 GLASTONBURY OLDS GABLE              APPROX. 1.2 KM 0762939.1 |
 LX6775| CZ8006 TAYLOR RM 2                                        13537     |
 LX6775| LX6759 CAVANAUGH                           APPROX. 1.7 KM 2020247.9 |
 LX6775| LX7071 ROCKY HILL BELAMOSE SHORT TANK      APPROX. 4.2 KM 2292038.8 |
 LX6775| LX7068 ROCKY HILL BELAMOSE STACK           APPROX. 4.2 KM 2293718.7 |
 LX6775| LX7069 ROCKY HILL BELAMOSE TALL TANK       APPROX. 4.2 KM 2294459.4 |
 LX6775| LX7052 PRATT WHITNEY S RED PYLON           APPROX. 3.3 KM 2632737.6 |
 LX6775| LX7032 ROCKY HILL CHUWS SILO               APPROX. 8.4 KM 2645356.7 |
 LX6775| LX7039 WETHERSFIELD COUNTRY CLUB FLAG      APPROX. 7.4 KM 2850803.5 |
 LX6775| LX7022 WETHERSFIELD SPRING BROOK GAB       APPROX. 5.3 KM 2865205.6 |
 LX6775| LX7013 WETHERSFIELD SCHOOL CUPOLA          APPROX. 7.5 KM 3043047.0 |
 LX6775| LX7049 PRATT WHITNEY N YELLOW PYLON        APPROX. 6.4 KM 3205829.8 |
 LX6775| LX6765 MOSLEYS SILO                        APPROX. 2.9 KM 3312002.7 |
 LX6775| LX6779 GLASTONBURY PHELPS COAL A FRAM      APPROX. 5.2 KM 3320143.3 |
 LX6775| LX6772 GLASTONBURY CONSILID CIGAR CUP      APPROX. 3.4 KM 3363759.7 |
 LX6775| LX6784 GLASTONBURY ST MARKS CH TWR         APPROX. 5.9 KM 3423347.7 |
 LX6775| LX6763 GLASTONBURY WILLIAMS CO STACK       APPROX. 3.7 KM 3501131.2 |
 LX6775|---------------------------------------------------------------------|
 LX6775
 LX6775                          SUPERSEDED SURVEY CONTROL
 LX6775
 LX6775  NAD 83(1996)-  41 40 18.94030(N)    072 35 23.69865(W) AD(       ) 3
 LX6775  NAD 83(1992)-  41 40 18.94042(N)    072 35 23.69862(W) AD(       ) 3
 LX6775  NAD 83(1992)-  41 40 18.94201(N)    072 35 23.70044(W) AD(       ) 3
 LX6775  NAD 83(1986)-  41 40 18.94219(N)    072 35 23.70032(W) AD(       ) 3
 LX6775  NAD 27      -  41 40 18.57726(N)    072 35 25.38199(W) AD(       ) 3
 LX6775
 LX6775.Superseded values are not recommended for survey control.
 LX6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6775.See file dsdata.txt to determine how the superseded data were derived.
 LX6775
 LX6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0062616158(NAD 83)
 LX6775
 LX6775  HISTORY     - Date     Condition        Report By
 LX6775  HISTORY     - 1875     MONUMENTED       CGS
 LX6775  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX6775  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6775
 LX6775                          STATION DESCRIPTION
 LX6775
 LX6775'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX6775'STATION IS ON A BARE HILL KNOWN AS CHESTNUT HILL, IN S
 LX6775'GLASTONBURY.  IT COMMANDS A FINE VIEW OF THE RIVER AND ADJACENT
 LX6775'TERRITORY.  HILL MAY BE IDENTIFIED BY A SINGLE ROW OF APPLE TREES
 LX6775'ON ITS VERY TOP, RUNNING N AND S.  IT IS THE PROPERTY OF FRANK
 LX6775'TAYLOR WHOSE RESIDENCE IS ON THE TURNPIKE A SHORT DISTANCE ABOVE
 LX6775'S GLASTONBURY.  MARKED BY A DRILL HOLE IN A ROCK BURIED ABOUT 2
 LX6775'FEET BELOW SURFACE OF GROUND.  DISTANCE FROM STATION TO STUB
 LX6775'WITH COPPER TACK, NE 65 FEET 1 INCH.  TO ANOTHER STUB WITH
 LX6775'COPPER TACK, W 87 FEET 4 INCHES.  IN 1891 THE STATION WAS
 LX6775'RECOVERED ONLY AFTER A LONG SEARCH.  THE HILL AND THE APPROXIMATE
 LX6775'LOCATION OF THE STATION WERE EASILY IDENTIFIED, BUT THE REFERENCE
 LX6775'STUBS HAD DISAPPEARED, AND THE DIGGING WAS DIFFICULT.  TO
 LX6775'FACILITATE THE FUTURE RECOVERY OF THE STATION THE FOLLOWING
 LX6775'REFERENCES WERE MADE TO APPLE TREES IN A SINGLE ROW RUNNING N AND
 LX6775'S AND PASSING JUST E OF THE STATION.  TO NAIL IN TENTH APPLE TREE
 LX6775'FROM S END, 64.23 FEET.  TO NAIL IN NINTH APPLE TREE, 39.83 FEET.
 LX6775'TO NAIL IN EIGHTH APPLE TREE, 33.9 FEET.  TO NAIL IN
 LX6775'SEVENTH APPLE TREE, 55.0 FEET.  DISTANCE TO CHESTNUT TREE ON
 LX6775'W SLOPE OF HILL, 188.35 FEET, TO FENCE IN LINE TO CHESTNUT TREE,
 LX6775'89.0 FEET.  TO N END OF FIELD, 472.5 FEET.  TO S END OF FIELD,
 LX6775'294.3 FEET.  A MOUND OF EARTH WAS THROWN UP OVER THE CENTER
 LX6775'MARK.  THE LAND AT THE STATION BELONGED IN 1891 TO NOEL H.
 LX6775'MOSES OF SOUTH GLASTONBURY.
 LX6775
 LX6775                          STATION RECOVERY (1935)
 LX6775
 LX6775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6775'THE STATION WAS RECOVERED AS DESCRIBED.  ONLY NUMBER 7 AND NUMBER
 LX6775'10 OF THE APPLE TREES MENTIONED IN THE 1891 DESCRIPTION ARE
 LX6775'STANDING.  THE STATION WAS RE-MARKED AS FOLLOWS--A STANDARD DISK
 LX6775'WAS SET IN THE DRILL HOLE AND A SURFACE MARK WAS SET IN THE TOP
 LX6775'OF A 12- BY 12- BY 24-INCH CONCRETE BLOCK THAT SETS THREE INCHES
 LX6775'OUT OF THE GROUND.  THE PROPERTY NOW BELONGS TO THE J.H. HALE
 LX6775'COMPANY OF GLASTONBURY.  THE STATION IS REACHED FROM THE
 LX6775'INTERSECTION OF ROUTE 15 AND CHESTNUT HILL ROAD.  GO EASTERLY
 LX6775'ON CHESTNUT HILL ROAD 0.35 MILE TO JOHN BERRUTIS FARM ROAD.
 LX6775'FOLLOW THIS ROAD 0.2 MILE TO THE BERRUTI ORCHARD ON THE
 LX6775'NORTHERLY SLOPE OF CHESTNUT HILL, GO SOUTHERLY 0.25 MILE TO THE
 LX6775'PROPERTY FENCE LINE.  THE STATION IS ABOUT 135 METERS S OF
 LX6775'THIS FENCE.
 LX6775'
 LX6775'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LX6775'12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND N 52 DEG
 LX6775'E OF THE STATION.
 LX6775'
 LX6775'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 12-
 LX6775'BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND S 33 DEG E
 LX6775'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6850 ***********************************************************************
 LX6850  DESIGNATION -  TAYLORS TOWER
 LX6850  PID         -  LX6850
 LX6850  STATE/COUNTY-  CT/MIDDLESEX
 LX6850  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6850
 LX6850                         *CURRENT SURVEY CONTROL
 LX6850  ___________________________________________________________________
 LX6850* NAD 83(1996)-  41 33 29.34879(N)    072 33 56.21081(W)     ADJUSTED  
 LX6850* NAVD 88     -                                                        
 LX6850  ___________________________________________________________________
 LX6850  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 LX6850  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX6850
 LX6850  HORZ ORDER  -  THIRD
 LX6850
 LX6850.The horizontal coordinates were established by classical geodetic methods
 LX6850.and adjusted by the National Geodetic Survey in August 1998..
 LX6850
 LX6850
 LX6850.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6850
 LX6850.The geoid height was determined by GEOID03.
 LX6850
 LX6850;                    North         East     Units Scale Factor Converg.
 LX6850;SPC CT       -   232,914.022   320,182.075   MT  0.99998323   +0 07 20.1
 LX6850;SPC CT       -   764,152.09  1,050,464.02   sFT  0.99998323   +0 07 20.1
 LX6850;UTM  18      - 4,603,582.146   703,006.159   MT  1.00010718   +1 36 55.7
 LX6850
 LX6850                          SUPERSEDED SURVEY CONTROL
 LX6850
 LX6850  NAD 83(1992)-  41 33 29.34810(N)    072 33 56.21072(W) AD(       ) 4
 LX6850  NAD 83(1986)-  41 33 29.34993(N)    072 33 56.21287(W) AD(       ) 4
 LX6850  NAD 27      -  41 33 28.99500(N)    072 33 57.88600(W) AD(       ) 3
 LX6850
 LX6850.Superseded values are not recommended for survey control.
 LX6850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6850.See file dsdata.txt to determine how the superseded data were derived.
 LX6850
 LX6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0300603582(NAD 83)
 LX6850
 LX6850  HISTORY     - Date     Condition        Report By
 LX6850  HISTORY     - 1934     MONUMENTED       CGS
 LX6850  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6850  HISTORY     - 19970904 GOOD             USPSQD
 LX6850
 LX6850                          STATION DESCRIPTION
 LX6850
 LX6850'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6850'THIS TOWER IS THE DOMINANT FEATURE OF THE EXTENSIVE GROUP
 LX6850'OF BUILDINGS ON THE ESTATE OF MURRAY TAYLOR.  IT IS ON THE HIGH
 LX6850'WOODED BANK BETWEEN COBALT LANDING AND PAPER ROCK LIGHT.  ALL
 LX6850'THE BUILDINGS ARE OF NATIVE STONE MASONRY CONSTRUCTION WITH
 LX6850'RED SHINGLED ROOFS.
 LX6850'
 LX6850'THE TOWER IS THE SAME TYPE OF CONSTRUCTION.  IT IS SQUARE WITH
 LX6850'THREE PILLARED OPENINGS JUST BELOW THE EAVES, ON EACH
 LX6850'SIDE.  THE ROOF OF THE TOWER IS PYRAMIDAL AND ALSO COVERED
 LX6850'WITH RED SHINGLES.  WEATHERED COPPER COVERS THE APEX OF THE
 LX6850'ROOF.
 LX6850'
 LX6850'CENTER IS THE APEX.
 LX6850
 LX6850                          STATION RECOVERY (1948)
 LX6850
 LX6850'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6850'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX6850
 LX6850                          STATION RECOVERY (1997)
 LX6850
 LX6850'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6861 ***********************************************************************
 LX6861  DESIGNATION -  TERPS SILO
 LX6861  PID         -  LX6861
 LX6861  STATE/COUNTY-  CT/MIDDLESEX
 LX6861  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6861
 LX6861                         *CURRENT SURVEY CONTROL
 LX6861  ___________________________________________________________________
 LX6861* NAD 83(1996)-  41 33 05.15083(N)    072 31 21.91423(W)     ADJUSTED  
 LX6861* NAVD 88     -                                                        
 LX6861  ___________________________________________________________________
 LX6861  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LX6861  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6861
 LX6861  HORZ ORDER  -  THIRD
 LX6861
 LX6861.The horizontal coordinates were established by classical geodetic methods
 LX6861.and adjusted by the National Geodetic Survey in August 1998..
 LX6861
 LX6861
 LX6861.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6861
 LX6861.The geoid height was determined by GEOID03.
 LX6861
 LX6861;                    North         East     Units Scale Factor Converg.
 LX6861;SPC CT       -   232,176.015   323,759.424   MT  0.99998319   +0 09 02.4
 LX6861;SPC CT       -   761,730.81  1,062,200.71   sFT  0.99998319   +0 09 02.4
 LX6861;UTM  18      - 4,602,937.519   706,602.002   MT  1.00012531   +1 38 37.4
 LX6861
 LX6861                          SUPERSEDED SURVEY CONTROL
 LX6861
 LX6861  NAD 83(1992)-  41 33 05.15015(N)    072 31 21.91410(W) AD(       ) 4
 LX6861  NAD 83(1986)-  41 33 05.15186(N)    072 31 21.91621(W) AD(       ) 4
 LX6861  NAD 27      -  41 33 04.78900(N)    072 31 23.60300(W) AD(       ) 3
 LX6861
 LX6861.Superseded values are not recommended for survey control.
 LX6861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6861.See file dsdata.txt to determine how the superseded data were derived.
 LX6861
 LX6861_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0660202938(NAD 83)
 LX6861
 LX6861  HISTORY     - Date     Condition        Report By
 LX6861  HISTORY     - 1935     MONUMENTED       CGS
 LX6861
 LX6861                          STATION DESCRIPTION
 LX6861
 LX6861'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6861'THE FARM OF CARL TERP IS ON THE CHESTNUT HILL ROAD, 0.9 MILE S
 LX6861'OF THE OLD STATE ROAD, 0.6 MILE E OF BLACK BRIDGE.
 LX6861'
 LX6861'THE HOUSE IS ON THE E SIDE OF THE HIGHWAY AND THE RED BARNS
 LX6861'ON THE W SIDE.  THE SEVERAL BARNS ARE IN AN L-SHAPE WITH ONE END
 LX6861'COMING UP TO THE HIGHWAY LINE.
 LX6861'
 LX6861'THE SINGLE SILO IS N OF THE BARNS NEAR THE HIGHWAY END OF THE
 LX6861'N WING.  IT HAS A CONICAL VENTILATOR AT THE APEX.
 LX6861'
 LX6861'CENTER IS THE APEX OF THE VENTILATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3528 ***********************************************************************
 LX3528  DESIGNATION -  TERRY
 LX3528  PID         -  LX3528
 LX3528  STATE/COUNTY-  CT/LITCHFIELD
 LX3528  USGS QUAD   -  THOMASTON (1976)
 LX3528
 LX3528                         *CURRENT SURVEY CONTROL
 LX3528  ___________________________________________________________________
 LX3528* NAD 83(1996)-  41 40 00.52284(N)    073 01 18.33108(W)     ADJUSTED  
 LX3528* NAVD 88     -       274.5    (meters)     901.     (feet)  VERTCON   
 LX3528  ___________________________________________________________________
 LX3528  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 LX3528  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX3528
 LX3528  HORZ ORDER  -  FIRST
 LX3528
 LX3528.The horizontal coordinates were established by classical geodetic methods
 LX3528.and adjusted by the National Geodetic Survey in August 1998..
 LX3528
 LX3528.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3528
 LX3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3528
 LX3528.The geoid height was determined by GEOID03.
 LX3528
 LX3528;                    North         East     Units Scale Factor Converg.
 LX3528;SPC CT       -   245,001.355   282,168.486   MT  0.99998583   -0 10 48.7
 LX3528;SPC CT       -   803,808.61    925,747.77   sFT  0.99998583   -0 10 48.7
 LX3528;UTM  18      - 4,614,674.291   664,688.976   MT  0.99993377   +1 18 55.5
 LX3528
 LX3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3528!SPC CT       -   0.99996149  x   0.99998583  =   0.99994732
 LX3528!UTM  18      -   0.99996149  x   0.99993377  =   0.99989527
 LX3528
 LX3528|---------------------------------------------------------------------|
 LX3528| PID    Reference Object                     Distance      Geod. Az  |
 LX3528|                                                           dddmmss.s |
 LX3528| CB4981 TERRY RM 1                           41.651 METERS 05609     |
 LX3528| LX3527 TERRY RM 3                          147.444 METERS 07426     |
 LX3528| LX7199 WOLCOTT SPINDLE HILL MICROWAVE      APPROX. 6.8 KM 1385441.8 |
 LX3528| CB4982 TERRY RM 2                           28.860 METERS 31341     |
 LX3528| LX3529 TERRYVILLE WATER TANK               APPROX. 2.8 KM 3414732.6 |
 LX3528| LX3531 BRAUER                              APPROX. 5.2 KM 3430213.2 |
 LX3528|---------------------------------------------------------------------|
 LX3528
 LX3528                          SUPERSEDED SURVEY CONTROL
 LX3528
 LX3528  NAD 83(1996)-  41 40 00.52243(N)    073 01 18.33133(W) AD(       ) 1
 LX3528  NAD 83(1992)-  41 40 00.52256(N)    073 01 18.33146(W) AD(       ) 1
 LX3528  NAD 83(1992)-  41 40 00.52421(N)    073 01 18.33299(W) AD(       ) 1
 LX3528  NAD 83(1986)-  41 40 00.52426(N)    073 01 18.33312(W) AD(       ) 1
 LX3528  NAD 27      -  41 40 00.17188(N)    073 01 19.94957(W) AD(       ) 1
 LX3528  NGVD 29 (07/19/86)  274.8    (m)          902.     (f) VERT ANG       
 LX3528
 LX3528.Superseded values are not recommended for survey control.
 LX3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3528.See file dsdata.txt to determine how the superseded data were derived.
 LX3528
 LX3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6468914674(NAD 83)
 LX3528_MARKER: DS = TRIANGULATION STATION DISK
 LX3528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3528_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3528
 LX3528  HISTORY     - Date     Condition        Report By
 LX3528  HISTORY     - 1981     MONUMENTED       NGS
 LX3528
 LX3528                          STATION DESCRIPTION
 LX3528
 LX3528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3528'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF
 LX3528'TERRYVILLE, 1.3 KM (0.8 MI) SOUTH OF U.S. HIGHWAY 6 ON THE TERRYVILLE
 LX3528'FAIRGROUNDS, OPERATED BY THE LIONS INTERNATIONAL INCORPERATED.
 LX3528'OWNERSHIP--MR JERRY DOTY, 14 ADAMS DRIVE, TERRYVILLE
 LX3528'CONNECTICUT, 06786.
 LX3528'
 LX3528'TO REACH THE STATION FROM THE POST OFFICE IN TERRYVILLE.  GO WEST
 LX3528'ON U.S. HIGHWAY 6 FOR 1.9 KM (1.2 MI) TO A CROSS STREET
 LX3528'(TOWN HILL ROAD). TURN LEFT, SOUTH UPHILL ON TOWN HILL ROAD AND
 LX3528'GO FOR 1.3 KM (0.8 MI) TO THE FAIRGROUNDS ENTRANCE ON THE LEFT
 LX3528'TURN LEFT PASSING THROUGH LOCKED GATE ON A PAVED DRIVE FOR
 LX3528'0.1 KM (0.05 MI), THEN SOUTH ACROSS FIELD FOR 0.1 KM (0.05 MI)
 LX3528'TO STATION NEAR A FENCE.
 LX3528'TO REACH REFERENCE MARK 3 FROM THE LOCKED GATE, GO EAST ON PAVED
 LX3528'DRIVE FOR 0.2 KM (0.1 MI). TURN RIGHT, SOUTH ACROSS FIELD BETWEEN
 LX3528'METAL BUILDINGS FOR 0.1 KM (0.05 MI) TO MARK IN FENCE LINE.
 LX3528'
 LX3528'THE STATION IS A STANDARD NGS DISK
 LX3528'STAMPED---TERRY 1981---,
 LX3528'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3528'FLUSH WITH GROUND.  IT IS LOCATED
 LX3528'29.7 METERS (97.5 FT) SOUTHEAST FROM A POWER POLE,
 LX3528'24.1 METERS (79.0 FT) EAST-NORTHEAST FROM A POWER POLE AND
 LX3528'5.18 METERS (17.0 FT) NORTH FROM A WOVEN WIRE FENCE.
 LX3528'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3528'STAMPED---TERRY 1981---,
 LX3528'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER BELOW THE SURFACE.
 LX3528'
 LX3528'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3528'STAMPED---TERRY NO 1 1981---,
 LX3528'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3528'47.7 METERS (156.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE,
 LX3528'47.5 METERS (155.8 FT) SOUTH-SOUTHWEST FROM A POWER POLE BY A
 LX3528'BLOCK BUILDING AND
 LX3528'16.92 METERS (55.5 FT) NORTH FROM THE WOVEN WIRE FENCE.
 LX3528'MARK IS LEVEL WITH STATION.
 LX3528'
 LX3528'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3528'STAMPED---TERRY NO 2 1981---,
 LX3528'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3528'FLUSH WITH GROUND.  IT IS LOCATED
 LX3528'31.24 METERS (102.5 FT) NORTH FROM A WOVEN WIRE GATE, NEAR A GATE
 LX3528'AND
 LX3528'0.85 METER (2.8 FT) SOUTH-SOUTHEAST FROM A POWER POLE.
 LX3528'MARK IS LEVEL WITH STATION.
 LX3528'
 LX3528'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3528'STAMPED---TERRY NO 3 1981---,
 LX3528'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM IN DIAMETER
 LX3528'FLUSH WITH GROUND.  IT IS LOCATED
 LX3528'28.65 METERS (94.0 FT) SOUTH FROM SOUTHWEST CORNER OF A METAL
 LX3528'BUILDING,
 LX3528'12.5 METERS (41.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 LX3528'OF A METAL GATE AND
 LX3528'0.5 METER (1.64 FT) WEST-NORTHWEST FROM A WOVEN WIRE FENCE.
 LX3528'MARK IS LEVEL WITH STATION.
 LX3528'
 LX3528'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.3 METERS.
 LX3528'
 LX3528'AN ELECTRONIC DISTANCE TRAVERSE WAS MADE TO REFERENCE MARK 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6552 ***********************************************************************
 LX6552  DESIGNATION -  TERRY
 LX6552  PID         -  LX6552
 LX6552  STATE/COUNTY-  CT/HARTFORD
 LX6552  USGS QUAD   -  BROAD BROOK (1984)
 LX6552
 LX6552                         *CURRENT SURVEY CONTROL
 LX6552  ___________________________________________________________________
 LX6552* NAD 83(1996)-  41 59 56.20099(N)    072 30 38.60316(W)     ADJUSTED  
 LX6552* NAVD 88     -        84.0    (meters)     276.     (feet)  VERTCON   
 LX6552  ___________________________________________________________________
 LX6552  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 LX6552  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX6552
 LX6552  HORZ ORDER  -  FIRST
 LX6552
 LX6552.The horizontal coordinates were established by classical geodetic methods
 LX6552.and adjusted by the National Geodetic Survey in August 1998..
 LX6552
 LX6552.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6552
 LX6552.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6552
 LX6552.The geoid height was determined by GEOID03.
 LX6552
 LX6552;                    North         East     Units Scale Factor Converg.
 LX6552;SPC CT       -   281,883.152   324,625.504   MT  1.00001608   +0 09 31.2
 LX6552;SPC CT       -   924,811.64  1,065,042.17   sFT  1.00001608   +0 09 31.2
 LX6552;UTM  18      - 4,652,656.737   706,166.296   MT  1.00012304   +1 39 58.3
 LX6552
 LX6552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6552!SPC CT       -   0.99999139  x   1.00001608  =   1.00000747
 LX6552!UTM  18      -   0.99999139  x   1.00012304  =   1.00011443
 LX6552
 LX6552:                Primary Azimuth Mark                     Grid Az
 LX6552:SPC CT       -  BILTON                                   005 17 03.6
 LX6552:UTM  18      -  BILTON                                   003 46 36.5
 LX6552
 LX6552|---------------------------------------------------------------------|
 LX6552| PID    Reference Object                     Distance      Geod. Az  |
 LX6552|                                                           dddmmss.s |
 LX6552| MZ1758 BILTON                              APPROX. 4.0 KM 0052634.8 |
 LX6552| MZ1757 SOMERS SOMERS CORR TANK             APPROX. 2.2 KM 0231322.3 |
 LX6552| CZ8008 TERRY RM 2                           23.762 METERS 09804     |
 LX6552| LX6564 ENFIELD ENFIELD STREET TANK         APPROX. 6.8 KM 2602435.2 |
 LX6552| MZ1761 LONGMEADOW WEST MUN TANK            APPROX. 5.9 KM 3315536.6 |
 LX6552| CZ8007 TERRY RM 1                           28.809 METERS 34629     |
 LX6552|---------------------------------------------------------------------|
 LX6552
 LX6552                          SUPERSEDED SURVEY CONTROL
 LX6552
 LX6552  NAD 83(1996)-  41 59 56.20092(N)    072 30 38.60317(W) AD(       ) 1
 LX6552  NAD 83(1992)-  41 59 56.20155(N)    072 30 38.60388(W) AD(       ) 1
 LX6552  NAD 83(1992)-  41 59 56.20166(N)    072 30 38.60395(W) AD(       ) 1
 LX6552  NAD 83(1986)-  41 59 56.20305(N)    072 30 38.60419(W) AD(       ) 1
 LX6552  NAD 27      -  41 59 55.85575(N)    072 30 40.29666(W) AD(       ) 1
 LX6552  NGVD 29 (07/19/86)   84.2    (m)          276.     (f) VERT ANG       
 LX6552
 LX6552.Superseded values are not recommended for survey control.
 LX6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6552.See file dsdata.txt to determine how the superseded data were derived.
 LX6552
 LX6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0616652657(NAD 83)
 LX6552_MARKER: DS = TRIANGULATION STATION DISK
 LX6552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6552+STABILITY: SURFACE MOTION
 LX6552
 LX6552  HISTORY     - Date     Condition        Report By
 LX6552  HISTORY     - 1979     MONUMENTED       NGS
 LX6552
 LX6552                          STATION DESCRIPTION
 LX6552
 LX6552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6552'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE TOLLAND-HARTFORD
 LX6552'COUNTY LINE, 1 MILE NORTH OF SCITICO, 1-1/2 MILES NORTHWEST OF
 LX6552'SOMERSVILLE, 2 MILES EAST-NORTHEAST OF HAZARDVILLE AND ON
 LX6552'PROPERTY OWNED BY THE TOWN OF HAZARDVILLE.  PERMISSION WAS
 LX6552'GRANTED BY MR. BOB GOODBY, MANAGER, OF 23 OAK STREET, HAZARDVILLE,
 LX6552'CONNECTICUT, (PHONE NUMBER 749-0779).
 LX6552'
 LX6552'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 83
 LX6552'AND 190 IN SOMERS, GO WEST ON HIGHWAY 190 FOR 1.85 MILES TO
 LX6552'A CROSSROAD, (STATE HIGHWAY 186 ON THE RIGHT AND A PAVED ROAD
 LX6552'ON THE LEFT).  CONTINUE WEST ON HIGHWAY 190 FOR 2.6 MILES TO
 LX6552'A SIDE ROAD RIGHT, (TAYLOR ROAD).  TURN RIGHT AND GO NORTH ON
 LX6552'TAYLOR ROAD FOR 0.95 MILE TO A SIDE ROAD RIGHT, (SHERIDAN
 LX6552'ROAD).  TURN RIGHT AND GO EAST ON SHERIDAN ROAD FOR 0.05
 LX6552'MILE TO A SIDE ROAD LEFT, (MARION PLACE).  TURN LEFT AND GO
 LX6552'NORTH AND EAST FOLLOWING MARION PLACE FOR 0.1 MILE TO A SIDE
 LX6552'ROAD LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.15
 LX6552'MILE TO A LOCKED GATE AND THE STATION AS DESCRIBED INSIDE
 LX6552'THE FENCED IN AREA AROUND TWO WATER TANKS.
 LX6552'
 LX6552'THE STATION IS A STANDARD NGS DISK
 LX6552'STAMPED---TERRY 1979---,
 LX6552'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6552'FLUSH WITH GROUND.  IT IS LOCATED
 LX6552'32.5 FEET NORTH FROM A EAST-WEST FENCE LINE,
 LX6552'32.2 FEET SOUTHWEST FROM THE WEST SIDE WATER OUTLET ON THE SOUTH
 LX6552'WATER TANK,
 LX6552'16.5 FEET EAST FROM A NORTH-SOUTH FENCE LINE AND
 LX6552'4.5 FEET EAST FROM A METAL WITNESS POST.
 LX6552'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6552'STAMPED---TERRY 1979---,
 LX6552'SET INTO AN IRREGULAR MASS OF CONCRETE 0.045 METERS BELOW THE SURFACE.
 LX6552'
 LX6552'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6552'STAMPED---TERRY NO 1 1979---,
 LX6552'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6552'FLUSH WITH GROUND.  IT IS LOCATED
 LX6552'28 FEET NORTH FROM THE CENTER OF THE ENTRANCE TO FENCED IN AREA,
 LX6552'26.5 FEET SOUTH FROM A EAST-WEST FENCE LINE,
 LX6552'25.5 FEET WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE
 LX6552'BLOCK PUMP HOUSE BUILDING,
 LX6552'3.5 FEET EAST FROM A NORTH-SOUTH FENCE LINE AND
 LX6552'1.9 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 LX6552'MARK IS ABOVE STATION .03 METERS.
 LX6552'
 LX6552'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6552'STAMPED---TERRY NO 2 1979---,
 LX6552'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6552'FLUSH WITH GROUND.  IT IS LOCATED
 LX6552'31 FEET WEST FROM A NORTH-SOUTH FENCE LINE,
 LX6552'29 FEET SOUTH FROM THE EAST SIDE WATER OUTLET ON THE SOUTH WATER
 LX6552'TANK,
 LX6552'13.5 FEET NORTH FROM A EAST-WEST FENCE LINE AND
 LX6552'2.6 FEET EAST FROM A METAL WITNESS POST.
 LX6552'MARK IS BELOW STATION 0.03 METERS.
 LX6552'
 LX6552'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THERE IS A
 LX6552'WATER TANK ON LINE BETWEEN THE MARKS.
 LX6552'
 LX6552'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 LX6552'
 LX6552'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK OR DISTANT
 LX6552'REFERENCE MARK.
 LX6552'
 LX6552'DESCRIBED BY R.L. RAMSEY, CHECKED J.C. HAMILTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3527 ***********************************************************************
 LX3527  DESIGNATION -  TERRY RM 3
 LX3527  PID         -  LX3527
 LX3527  STATE/COUNTY-  CT/LITCHFIELD
 LX3527  USGS QUAD   -  THOMASTON (1976)
 LX3527
 LX3527                         *CURRENT SURVEY CONTROL
 LX3527  ___________________________________________________________________
 LX3527* NAD 83(1996)-  41 40 01.80585(N)    073 01 12.19150(W)     ADJUSTED  
 LX3527* NAVD 88     -       272.3    (meters)     893.     (feet)  VERTCON   
 LX3527  ___________________________________________________________________
 LX3527  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 LX3527  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX3527
 LX3527  HORZ ORDER  -  SECOND
 LX3527
 LX3527.The horizontal coordinates were established by classical geodetic methods
 LX3527.and adjusted by the National Geodetic Survey in August 1998..
 LX3527.No horizontal observational check was made to the station.
 LX3527
 LX3527.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3527
 LX3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3527
 LX3527.The geoid height was determined by GEOID03.
 LX3527
 LX3527;                    North         East     Units Scale Factor Converg.
 LX3527;SPC CT       -   245,040.493   282,310.639   MT  0.99998585   -0 10 44.6
 LX3527;SPC CT       -   803,937.02    926,214.15   sFT  0.99998585   -0 10 44.6
 LX3527;UTM  18      - 4,614,717.123   664,830.051   MT  0.99993435   +1 18 59.6
 LX3527
 LX3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3527!SPC CT       -   0.99996184  x   0.99998585  =   0.99994769
 LX3527!UTM  18      -   0.99996184  x   0.99993435  =   0.99989619
 LX3527
 LX3527                          SUPERSEDED SURVEY CONTROL
 LX3527
 LX3527  NAD 83(1996)-  41 40 01.80544(N)    073 01 12.19174(W) AD(       ) 2
 LX3527  NAD 83(1992)-  41 40 01.80557(N)    073 01 12.19187(W) AD(       ) 2
 LX3527  NAD 83(1992)-  41 40 01.80722(N)    073 01 12.19341(W) AD(       ) 2
 LX3527  NAD 83(1986)-  41 40 01.80727(N)    073 01 12.19353(W) AD(       ) 2
 LX3527  NAD 27      -  41 40 01.45486(N)    073 01 13.81018(W) AD(       ) 2
 LX3527  NGVD 29 (07/19/86)  272.6    (m)          894.     (f) VERT ANG       
 LX3527
 LX3527.Superseded values are not recommended for survey control.
 LX3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3527.See file dsdata.txt to determine how the superseded data were derived.
 LX3527
 LX3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6483014717(NAD 83)
 LX3527_MARKER: DR = REFERENCE MARK DISK
 LX3527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3527_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3527
 LX3527  HISTORY     - Date     Condition        Report By
 LX3527  HISTORY     - 1981     MONUMENTED       NGS
 LX3527
 LX3527                          STATION DESCRIPTION
 LX3527
 LX3527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3527'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHWEST OF
 LX3527'TERRYVILLE, 1.3 KM (0.8 MI) SOUTH OF U.S. HIGHWAY 6, ON THE
 LX3527'TERRYVILLE FAIRGROUNDS, OPERATED BY THE LIONS INTERNATIONAL
 LX3527'INCORPERATED.
 LX3527'OWNERSHIP--MR JERRY DOTY, 14 ADAMS DRIVE, TERRYVILLE
 LX3527'CONNECTICUT 06786.
 LX3527'
 LX3527'TO REACH THE STATION FROM THE TERRYVILLE POST OFFICE.  GO WEST ON
 LX3527'U.S. HIGHWAY 6 FOR 1.9 KM (1.2 MI) TO A CROSS STREET (TOWN HILL
 LX3527'ROAD). TURN LEFT, SOUTH UPHILL ON TOWN HILL ROAD AND GO FOR 1.3 KM
 LX3527'(0.8 MI) TO THE FAIRGROUNDS ENTRANCE ON THE LEFT. TURN LEFT
 LX3527'PASSING THROUGH LOCKED GATE ON PAVED DRIVE AND GO FOR 0.2 KM (0.1
 LX3527'MI). TURN RIGHT, PASSING BETWEEN METAL BUILDINGS FOR 0.1 KM
 LX3527'0.05 MI) TO THE MARK IN THE FENCE LINE.
 LX3527'
 LX3527'THE STATION IS A STANDARD NGS DISK
 LX3527'STAMPED---TERRY NO 3 1981---,
 LX3527'SET IN A ROCK OUTCROP
 LX3527'FLUSH WITH GROUND.  IT IS LOCATED
 LX3527'28.65 METERS (94.0 FT) SOUTH FROM A METAL BUILING, SOUTHWEST
 LX3527'CORNER,
 LX3527'12.5 METERS (41.0 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 LX3527'OF A METAL GATE AND
 LX3527'0.5 METER (1.64 FT) WEST-NORTHWEST FROM A WIRE FENCE AT
 LX3527'A METAL WITNESS POST.
 LX3527'
 LX3527'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5987 ***********************************************************************
 LX5987  DESIGNATION -  TERRYS BARN GABLE
 LX5987  PID         -  LX5987
 LX5987  STATE/COUNTY-  CT/MIDDLESEX
 LX5987  USGS QUAD   -  DEEP RIVER (1971)
 LX5987
 LX5987                         *CURRENT SURVEY CONTROL
 LX5987  ___________________________________________________________________
 LX5987* NAD 83(1996)-  41 26 06.06751(N)    072 24 55.86405(W)     ADJUSTED  
 LX5987* NAVD 88     -                                                        
 LX5987  ___________________________________________________________________
 LX5987  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 LX5987  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX5987
 LX5987  HORZ ORDER  -  THIRD
 LX5987
 LX5987.The horizontal coordinates were established by classical geodetic methods
 LX5987.and adjusted by the National Geodetic Survey in August 1998..
 LX5987
 LX5987
 LX5987.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5987
 LX5987.The geoid height was determined by GEOID03.
 LX5987
 LX5987;                    North         East     Units Scale Factor Converg.
 LX5987;SPC CT       -   219,276.281   332,755.992   MT  0.99998462   +0 13 18.4
 LX5987;SPC CT       -   719,408.93  1,091,716.95   sFT  0.99998462   +0 13 18.4
 LX5987;UTM  18      - 4,590,274.168   715,932.756   MT  1.00017385   +1 42 39.6
 LX5987
 LX5987                          SUPERSEDED SURVEY CONTROL
 LX5987
 LX5987  NAD 83(1992)-  41 26 06.06670(N)    072 24 55.86372(W) AD(       ) 4
 LX5987  NAD 83(1986)-  41 26 06.06833(N)    072 24 55.86667(W) AD(       ) 4
 LX5987  NAD 27      -  41 26 05.70800(N)    072 24 57.57800(W) AD(       ) 3
 LX5987
 LX5987.Superseded values are not recommended for survey control.
 LX5987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5987.See file dsdata.txt to determine how the superseded data were derived.
 LX5987
 LX5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1593390274(NAD 83)
 LX5987
 LX5987  HISTORY     - Date     Condition        Report By
 LX5987  HISTORY     - 1934     MONUMENTED       CGS
 LX5987  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5987  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5987
 LX5987                          STATION DESCRIPTION
 LX5987
 LX5987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5987'GO 0.65 MILE N OF HADLYME CHURCH ON ROUTE 82.  TURN LEFT AND GO
 LX5987'0.1 MILE TO THE RESIDENCE OF WILLIAM TERRY ON THE S SIDE OF THE
 LX5987'ROAD.  THE HOUSE IS CLOSE TO THE HIGHWAY AND THE OTHER FARM
 LX5987'BUILDINGS ARE IN A ROW TO THE SOUTHWARD.  THE BROAD UNPAINTED
 LX5987'BARN IS NEXT TO THE LAST IN THE ROW.  THE GABLES FACE E AND W
 LX5987'AND THERE IS A LOW, SMALL VENTILATOR IN THE MIDDLE OF THE ROOF.
 LX5987'
 LX5987'CENTER IS THE APEX OF THE W GABLE.  IT IS ABOUT 65 METERS S
 LX5987'OF THE CENTER LINE OF THE ROAD.
 LX5987
 LX5987                          STATION RECOVERY (1948)
 LX5987
 LX5987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5987'THE STATION WAS RECOVERED AS DESCRIBED.  HOWEVER, THIS STATION
 LX5987'SHOULD BE USED WITH CAUTION.  THE BARN HAS BEEN REPAIRED TO
 LX5987'SOME EXTENT, WHICH MAY HAVE ALTERED THE POSITION SLIGHTLY.  AT
 LX5987'THE TIME OF RECOVERY, THE GABLE APPEARS TO BE THE SAME AS USED
 LX5987'IN 1934.  THE DESCRIPTION IS ADEQUATE.
 LX5987
 LX5987                          STATION RECOVERY (1984)
 LX5987
 LX5987'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5987'A BUILDING RESEMBLING THE BARN DESCRIBED IS LOCATED S.E. OF
 LX5987'THE RESIDENCE, AND IS NOT IN A ROW OF BUILDINGS TO THE S. AS IN
 LX5987'THE DESCRIPTION.  THE BARN HAS APPARENTLY BEEN RELOCATED SINCE
 LX5987'ORIGINALLY ESTABLISHED AS A LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3529 ***********************************************************************
 LX3529  DESIGNATION -  TERRYVILLE WATER TANK
 LX3529  PID         -  LX3529
 LX3529  STATE/COUNTY-  CT/LITCHFIELD
 LX3529  USGS QUAD   -  THOMASTON (1976)
 LX3529
 LX3529                         *CURRENT SURVEY CONTROL
 LX3529  ___________________________________________________________________
 LX3529* NAD 83(1996)-  41 41 25.89606(N)    073 01 55.79645(W)     ADJUSTED  
 LX3529* NAVD 88     -                                                        
 LX3529  ___________________________________________________________________
 LX3529  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LX3529  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX3529
 LX3529  HORZ ORDER  -  THIRD
 LX3529
 LX3529.The horizontal coordinates were established by classical geodetic methods
 LX3529.and adjusted by the National Geodetic Survey in August 1998..
 LX3529
 LX3529
 LX3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3529
 LX3529.The geoid height was determined by GEOID03.
 LX3529
 LX3529;                    North         East     Units Scale Factor Converg.
 LX3529;SPC CT       -   247,638.014   281,310.389   MT  0.99998688   -0 11 13.5
 LX3529;SPC CT       -   812,459.05    922,932.50   sFT  0.99998688   -0 11 13.5
 LX3529;UTM  18      - 4,617,287.508   663,762.389   MT  0.99993003   +1 18 32.8
 LX3529
 LX3529                          SUPERSEDED SURVEY CONTROL
 LX3529
 LX3529  NAD 83(1996)-  41 41 25.89574(N)    073 01 55.79673(W) AD(       ) 4
 LX3529  NAD 83(1992)-  41 41 25.89592(N)    073 01 55.79691(W) AD(       ) 4
 LX3529  NAD 83(1992)-  41 41 25.89738(N)    073 01 55.79828(W) AD(       ) 4
 LX3529  NAD 83(1986)-  41 41 25.89731(N)    073 01 55.79855(W) AD(       ) 4
 LX3529  NAD 27      -  41 41 25.54618(N)    073 01 57.41483(W) AD(       ) 3
 LX3529
 LX3529.Superseded values are not recommended for survey control.
 LX3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3529.See file dsdata.txt to determine how the superseded data were derived.
 LX3529
 LX3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6376217288(NAD 83)
 LX3529_MARKER: 53 = ELEVATED TANK
 LX3529
 LX3529  HISTORY     - Date     Condition        Report By
 LX3529  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3529
 LX3529                          STATION DESCRIPTION
 LX3529
 LX3529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3529'THE STATION, IS THE APEX OF THE VENT OF THE PALE BLUE DOUBLE
 LX3529'ELLIPSOIDAL, 6 LEGGED TERRYVILLE WATER TANK THAT IS ABOUT
 LX3529'30.5 METERS (100 FT) HIGH.
 LX3529'OWNERSHIP--THE TERRYVILLE WATER COMPANY, TERRYVILLE CT.
 LX3529'
 LX3529'THE STATION IS LOCATED 2.8 KM (1.75 MI) NORTHEAST OF
 LX3529'PLYMOUTH, 2.8 KM (1.75 MI) WEST OF HARTFORD, 2.4 KM (1.5 MI)
 LX3529'NORTHWEST OF TERRYVILLE, 0.2 KM (0.1 MI) SOUTHEAST OF
 LX3529'TERRYVILLE RESERVOIR NUMBER 3 AND 50 METERS (164 FT) EAST
 LX3529'OF HARWINTON AVENUE.
 LX3529'OWNERSHIP--CITY OF TERRYVILLE, TERRYVILLE CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6830 ***********************************************************************
 LX6830  DESIGNATION -  THAYER RESET
 LX6830  PID         -  LX6830
 LX6830  STATE/COUNTY-  CT/MIDDLESEX
 LX6830  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6830
 LX6830                         *CURRENT SURVEY CONTROL
 LX6830  ___________________________________________________________________
 LX6830* NAD 83(1996)-  41 31 55.73793(N)    072 35 05.56940(W)     ADJUSTED  
 LX6830* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 LX6830  ___________________________________________________________________
 LX6830  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 LX6830  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6830
 LX6830  HORZ ORDER  -  THIRD
 LX6830
 LX6830.The horizontal coordinates were established by classical geodetic methods
 LX6830.and adjusted by the National Geodetic Survey in August 1998..
 LX6830
 LX6830.The orthometric height was scaled from a topographic map.
 LX6830
 LX6830.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6830
 LX6830.The geoid height was determined by GEOID03.
 LX6830
 LX6830;                    North         East     Units Scale Factor Converg.
 LX6830;SPC CT       -   230,022.815   318,580.403   MT  0.99998314   +0 06 34.1
 LX6830;SPC CT       -   754,666.52  1,045,209.21   sFT  0.99998314   +0 06 34.1
 LX6830;UTM  18      - 4,600,649.842   701,480.168   MT  1.00009959   +1 36 06.7
 LX6830
 LX6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6830!SPC CT       -   0.99997710  x   0.99998314  =   0.99996024
 LX6830!UTM  18      -   0.99997710  x   1.00009959  =   1.00007669
 LX6830
 LX6830:                Primary Azimuth Mark                     Grid Az
 LX6830:SPC CT       -  ROGANS GARAGE GABLE                      012 53 35.3
 LX6830:UTM  18      -  ROGANS GARAGE GABLE                      011 24 02.7
 LX6830
 LX6830|---------------------------------------------------------------------|
 LX6830| PID    Reference Object                     Distance      Geod. Az  |
 LX6830|                                                           dddmmss.s |
 LX6830| LX6847 ROGANS GARAGE GABLE                 APPROX. 4.9 KM 0130009.4 |
 LX6830| CZ8009 THAYER RM 1 AZIMUTH                                02354     |
 LX6830| CZ8010 THAYER RM 2                          27.640 METERS 03245     |
 LX6830| LX6868 SEBERTS HOUSE GABLE                 APPROX. 4.5 KM 0344312.4 |
 LX6830| LX6875 BROWNS GABLE                        APPROX. 4.2 KM 0425705.6 |
 LX6830| LX6873 MIDDLE HADDAM CONG CH SPIRE         APPROX. 3.8 KM 0461045.2 |
 LX6830| LX6882 MIDDLE HADDAM SCHOOL CUPOLA         APPROX. 3.8 KM 0532001.1 |
 LX6830| LX6886 HURDS GABLE                         APPROX. 4.0 KM 0551233.1 |
 LX6830| LX6881 STRONGS BARN CUPOLA                 APPROX. 3.6 KM 0590034.1 |
 LX6830| LX6887 RICHTERS BARN CUPOLA                APPROX. 3.5 KM 0692339.7 |
 LX6830| LX6894 EMMONS RESET                        APPROX. 4.2 KM 0853216.6 |
 LX6830| LX6895 HALLBERGS GABLE                     APPROX. 4.3 KM 0912257.6 |
 LX6830| CZ8011 THAYER RM 3                          27.890 METERS 12626     |
 LX6830|---------------------------------------------------------------------|
 LX6830
 LX6830                          SUPERSEDED SURVEY CONTROL
 LX6830
 LX6830  NAD 83(1992)-  41 31 55.73722(N)    072 35 05.56933(W) AD(       ) 3
 LX6830  NAD 83(1986)-  41 31 55.73916(N)    072 35 05.57151(W) AD(       ) 3
 LX6830  NAD 27      -  41 31 55.38500(N)    072 35 07.24600(W) AD(       ) 3
 LX6830
 LX6830.Superseded values are not recommended for survey control.
 LX6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6830.See file dsdata.txt to determine how the superseded data were derived.
 LX6830
 LX6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0148000650(NAD 83)
 LX6830
 LX6830  HISTORY     - Date     Condition        Report By
 LX6830  HISTORY     - 1862     MONUMENTED       CGS
 LX6830  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6830
 LX6830                          STATION DESCRIPTION
 LX6830
 LX6830'DESCRIBED BY COAST AND GEODETIC SURVEY 1862 (WSE)
 LX6830'ON A BARE HILL ABOUT 1-1/2 MILES W OF MAROMAS.  HILL OWNED
 LX6830'BY W. MERWIN, SETH THAYER, AND JOHNSON.  STATION MARKED
 LX6830'WITH AN IRON CONE AND CEMENT.
 LX6830
 LX6830                          STATION RECOVERY (1934)
 LX6830
 LX6830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6830'THE STATION WAS RECOVERED AS DESCRIBED.  THE ORIGINAL IRON
 LX6830'CONE WAS REMOVED AND NEW STANDARD DISKS ESTABLISHED.  THIS
 LX6830'STATION IS ON THE PROPERTY OF KARL DORNFRIED IN THE MAROMAS
 LX6830'DISTRICT.  IT IS APPROACHED FROM THE RIVER ROAD BETWEEN HIGGANUM
 LX6830'AND MAROMAS AS FOLLOWS--TURN WESTERLY ON BROOKS ROAD, GO 0.2
 LX6830'MILE.  TURN LEFT ON BEAR HILL ROAD.  GO 1.1 MILES TO DORNFRIED S
 LX6830'HOUSE.  THE STATION IS ON THE HIGHEST PART OF THE CEDAR COVERED
 LX6830'HILL BEARING N 35 DEG E (MAGNETIC) FROM THIS HOUSE.  A SINGLE
 LX6830'CLUMP OF PINE TREES ON THE WESTERLY SIDE OF THE HILL TOP
 LX6830'FURTHER IDENTIFIES IT.  THE THICKEST PART OF THIS CLUMP OF
 LX6830'PINES BEARS N 30 DEG W (MAGNETIC) AND IS ABOUT 55 METERS FROM
 LX6830'STATION.  THE REMAINS OF A STONE WALL WITH WIRE FENCE
 LX6830'ABOVE IT IS 10.3 METERS EASTERLY OF THE STATION.  THIS FENCE
 LX6830'LEADS STRAIGHT DOWN THE SOUTHERLY SLOPE OF THE HILL.
 LX6830'
 LX6830'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 LX6830'IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 7A.  REFERENCE MARKS
 LX6830'NOS. 1, 2, AND 3 ARE STANDARD BRONZE DISKS SET IN A BOULDER AS
 LX6830'DESCRIBED IN NOTE 12C.  ALL THREE REFERENCE MARKS ARE IN THE NEXT
 LX6830'FIELD TO THE EASTWARD OF THE STATION.  REFERENCE MARK NO. 1 IS ON
 LX6830'THE NORTHERLY SLOPE OF THE FIELD.  THE BOULDER MEASURES ABOUT 4
 LX6830'FEET BY 3 FEET AND IS 2 FEET HIGH AT THE WESTERLY END SLOPING
 LX6830'TO 1 FOOT AT THE EASTERLY END.  REFERENCE MARK NO. 1 IS IN THE
 LX6830'HIGHEST PART OF A BOULDER AND BEAR N 40 DEG E (MAGNETIC)
 LX6830'FROM STATION.  REFERENCE MARK NO. 2 IS IN A SMALL BOULDER
 LX6830'8.6 METERS EASTERLY OF WIRE FENCE, BEARING N 50 DEG E
 LX6830'(MAGNETIC).  REFERENCE MARK NO. 3 IS IN A SIMILAR BOULDER 8.5
 LX6830'METERS EASTERLY OF WIRE FENCE, BEARING S 40 DEG E (MAGNETIC).
 LX6830'
 LX6830'HEIGHT OF SIGNAL ABOVE STATION MARK - 13 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6831 ***********************************************************************
 LX6831  DESIGNATION -  THAYERS BARN CUPOLA
 LX6831  PID         -  LX6831
 LX6831  STATE/COUNTY-  CT/MIDDLESEX
 LX6831  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6831
 LX6831                         *CURRENT SURVEY CONTROL
 LX6831  ___________________________________________________________________
 LX6831* NAD 83(1996)-  41 30 08.04741(N)    072 34 37.83907(W)     ADJUSTED  
 LX6831* NAVD 88     -                                                        
 LX6831  ___________________________________________________________________
 LX6831  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 LX6831  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX6831
 LX6831  HORZ ORDER  -  THIRD
 LX6831
 LX6831.The horizontal coordinates were established by classical geodetic methods
 LX6831.and adjusted by the National Geodetic Survey in August 1998..
 LX6831
 LX6831
 LX6831.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6831
 LX6831.The geoid height was determined by GEOID03.
 LX6831
 LX6831;                    North         East     Units Scale Factor Converg.
 LX6831;SPC CT       -   226,701.764   319,229.878   MT  0.99998329   +0 06 52.5
 LX6831;SPC CT       -   743,770.70  1,047,340.02   sFT  0.99998329   +0 06 52.5
 LX6831;UTM  18      - 4,597,346.437   702,215.975   MT  1.00010325   +1 36 21.7
 LX6831
 LX6831                          SUPERSEDED SURVEY CONTROL
 LX6831
 LX6831  NAD 83(1992)-  41 30 08.04667(N)    072 34 37.83898(W) AD(       ) 4
 LX6831  NAD 83(1986)-  41 30 08.04860(N)    072 34 37.84125(W) AD(       ) 4
 LX6831  NAD 27      -  41 30 07.69000(N)    072 34 39.52000(W) AD(       ) 3
 LX6831
 LX6831.Superseded values are not recommended for survey control.
 LX6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6831.See file dsdata.txt to determine how the superseded data were derived.
 LX6831
 LX6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0221697346(NAD 83)
 LX6831
 LX6831  HISTORY     - Date     Condition        Report By
 LX6831  HISTORY     - 1935     MONUMENTED       CGS
 LX6831
 LX6831                          STATION DESCRIPTION
 LX6831
 LX6831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6831'THE THAYER PLACE IS SE OF ROUTE 9, ON A ROAD TURNING OFF AT THE
 LX6831'MIDDLETOWN-HADDAM TOWN LINE.  IT IS ON THE SW SIDE OF THE ROAD 1/2
 LX6831'MILE FROM THE MAIN ROAD.  THE HOUSE IS A TWO-STORY WOODEN STRUCTURE
 LX6831'WELL BACK FROM THE ROAD.  IT HAS A SINGLE WHITE CHIMNEY IN THE
 LX6831'MIDDLE OF THE ROOF.  THE BARN ABUTS DIRECTLY ON THE HIGHWAY
 LX6831'LINE.  THE MAIN BARN GABLES FACE NW AND SE ABOUT 27 METERS FROM
 LX6831'THE ROAD AND A LOWER WING EXTENDS NORTHEASTERLY OF THE
 LX6831'ROADSIDE.  THE NW SIDE OF WING LINES UP WITH NW END OF THE
 LX6831'BARN.
 LX6831'
 LX6831'THE MAIN BARN HAS A SMALL WOODEN CUPOLA IN THE MIDDLE OF THE
 LX6831'ROOF.  CUPOLA IS SQUARE WITH FOUR OPENINGS COVERED WITH WHITE
 LX6831'SHUTTERS.
 LX6831'
 LX6831'THERE IS A LONG WHITE WOODEN FINIAL AT APEX OF CUPOLA ROOF.
 LX6831'
 LX6831'CENTER IS THIS FINIAL.
 LX6831'
 LX6831'EXCEPT AS NOTED THE BARN AND CUPOLA ARE PAINTED RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3635 ***********************************************************************
 LW3635  DESIGNATION -  THOMPSON CONG CHURCH SPIRE
 LW3635  PID         -  LW3635
 LW3635  STATE/COUNTY-  CT/WINDHAM
 LW3635  USGS QUAD   -  THOMPSON (1974)
 LW3635
 LW3635                         *CURRENT SURVEY CONTROL
 LW3635  ___________________________________________________________________
 LW3635* NAD 83(1996)-  41 57 29.78884(N)    071 51 45.48538(W)     ADJUSTED  
 LW3635* NAVD 88     -                                                        
 LW3635  ___________________________________________________________________
 LW3635  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LW3635  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LW3635
 LW3635  HORZ ORDER  -  THIRD
 LW3635
 LW3635.The horizontal coordinates were established by classical geodetic methods
 LW3635.and adjusted by the National Geodetic Survey in August 1998..
 LW3635
 LW3635
 LW3635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3635
 LW3635.The geoid height was determined by GEOID03.
 LW3635
 LW3635;                    North         East     Units Scale Factor Converg.
 LW3635;SPC CT       -   277,716.039   378,366.983   MT  1.00001056   +0 35 18.2
 LW3635;SPC CT       -   911,140.04  1,241,359.01   sFT  1.00001056   +0 35 18.2
 LW3635;UTM  19      - 4,649,107.731   262,757.949   MT  1.00029263   -1 54 53.3
 LW3635
 LW3635                          SUPERSEDED SURVEY CONTROL
 LW3635
 LW3635  NAD 83(1996)-  41 57 29.78859(N)    071 51 45.48537(W) AD(       ) 4
 LW3635  NAD 83(1992)-  41 57 29.78822(N)    071 51 45.48465(W) AD(       ) 4
 LW3635  NAD 83(1992)-  41 57 29.78825(N)    071 51 45.48475(W) AD(       ) 4
 LW3635  NAD 83(1986)-  41 57 29.78916(N)    071 51 45.48368(W) AD(       ) 4
 LW3635  NAD 27      -  41 57 29.43392(N)    071 51 47.22451(W) AD(       ) 3
 LW3635
 LW3635.Superseded values are not recommended for survey control.
 LW3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3635.See file dsdata.txt to determine how the superseded data were derived.
 LW3635
 LW3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6275849108(NAD 83)
 LW3635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3635+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 LW3635
 LW3635  HISTORY     - Date     Condition        Report By
 LW3635  HISTORY     - 1937     MONUMENTED       CTGS
 LW3635  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LW3635  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3635  HISTORY     - 20040421 GOOD             GEOCAC
 LW3635
 LW3635                          STATION DESCRIPTION
 LW3635
 LW3635'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3635'A WHITE FRAME CHURCH WITH A SPIRE ABOUT 80 FEET ABOVE THE GROUND, IS
 LW3635'SITUATED ON THE SOUTHWEST CORNER OF THE INTERSECTION OF ROUTES 193
 LW3635'AND 200.  IT HAS A CLOCK ON IT AND IS JUST OPPOSITE THE TOWN GREEN
 LW3635'AND NEXT TO THE TOWN HALL.  THE POINT SIGHTED ON WAS THE TOP OF
 LW3635'THE SPIRE.  IT WAS OBSERVED FROM STATIONS, EASTER, COATNEY, BROWN,
 LW3635'AND ROGERS.
 LW3635
 LW3635                          STATION RECOVERY (1958)
 LW3635
 LW3635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFC)
 LW3635'ONLY CHRUCH IN VICINITY IS LOCATED ON THE SOUTHEAST CORNER OF
 LW3635'INTERSECTION OF STATE ROUTES 193 AND 200 NEXT TO TOWN HALL.  THIS
 LW3635'CHURCH IS OF WHITE FRAME BUT NO LONGER HAS A SPIRE.
 LW3635
 LW3635                          STATION RECOVERY (1977)
 LW3635
 LW3635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3635'THE STATION IS THE APEX OF THE SPIRE ATOP THE THOMPSON
 LW3635'CONGREGATIONAL CHURCH PAINTED WHITE AND ABOUT 100 FEET HIGH.
 LW3635'
 LW3635'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE
 LW3635'INTERSECTION OF STATE HIGHWAYS 193 AND 200 IN THOMPSON.
 LW3635'
 LW3635'THE STATION WAS RECOVERED AS DESCRIBED IN 1937.
 LW3635'
 LW3635'DESCRIBED BY V.D. NOVAK.
 LW3635
 LW3635                          STATION RECOVERY (2004)
 LW3635
 LW3635'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3635'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5970 ***********************************************************************
 LX5970  DESIGNATION -  THOMPSONS BARN CUPOLA
 LX5970  PID         -  LX5970
 LX5970  STATE/COUNTY-  CT/NEW LONDON
 LX5970  USGS QUAD   -  DEEP RIVER (1971)
 LX5970
 LX5970                         *CURRENT SURVEY CONTROL
 LX5970  ___________________________________________________________________
 LX5970* NAD 83(1996)-  41 24 58.55418(N)    072 24 39.29483(W)     ADJUSTED  
 LX5970* NAVD 88     -                                                        
 LX5970  ___________________________________________________________________
 LX5970  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX5970  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX5970
 LX5970  HORZ ORDER  -  THIRD
 LX5970
 LX5970.The horizontal coordinates were established by classical geodetic methods
 LX5970.and adjusted by the National Geodetic Survey in August 1998..
 LX5970
 LX5970
 LX5970.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5970
 LX5970.The geoid height was determined by GEOID03.
 LX5970
 LX5970;                    North         East     Units Scale Factor Converg.
 LX5970;SPC CT       -   217,195.001   333,148.836   MT  0.99998523   +0 13 29.4
 LX5970;SPC CT       -   712,580.60  1,093,005.81   sFT  0.99998523   +0 13 29.4
 LX5970;UTM  18      - 4,588,203.404   716,379.631   MT  1.00017623   +1 42 48.3
 LX5970
 LX5970                          SUPERSEDED SURVEY CONTROL
 LX5970
 LX5970  NAD 83(1992)-  41 24 58.55333(N)    072 24 39.29452(W) AD(       ) 4
 LX5970  NAD 83(1986)-  41 24 58.55508(N)    072 24 39.29746(W) AD(       ) 4
 LX5970  NAD 27      -  41 24 58.19600(N)    072 24 41.00600(W) AD(       ) 3
 LX5970
 LX5970.Superseded values are not recommended for survey control.
 LX5970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5970.See file dsdata.txt to determine how the superseded data were derived.
 LX5970
 LX5970_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1638088203(NAD 83)
 LX5970
 LX5970  HISTORY     - Date     Condition        Report By
 LX5970  HISTORY     - 1934     MONUMENTED       CGS
 LX5970  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5970  HISTORY     - 19900505 GOOD             USPSQD
 LX5970
 LX5970                          STATION DESCRIPTION
 LX5970
 LX5970'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5970'THE FARMHOUSE OF THE W.R. THOMPSON ESTATE IS ON THE W SIDE OF
 LX5970'THE HAMBURG ROAD 0.4 MILE FROM THE FOUR CORNERS NEAR THE HADLYME
 LX5970'POST OFFICE.  THE PLACE IS AT THE INTERSECTION OF THE MAIN ROAD
 LX5970'AND A ROAD LEADING ALONG THE N SIDE OF SELDEN COVE.
 LX5970'
 LX5970'THERE IS A MEDIUM SIZED WHITE BARN ABOUT 35 METERS NW OF THE
 LX5970'HOUSE.  A LOWER 3-CAR GARAGE IS ATTACHED TO THE E END OF THE BARN.
 LX5970'
 LX5970'THE BARN HAS A RECTANGULAR, WHITE, WOODEN VENTILATING CUPOLA
 LX5970'IN THE MIDDLE OF THE MAIN ROOF.  THE CUPOLA HAS GREEN SHUTTERED
 LX5970'OPENINGS IN EACH OF THE FOUR SIDES AND A WEATHER VANE IN THE
 LX5970'MIDDLE OF THE ROOF.
 LX5970'
 LX5970'CENTER IS THE AXIS OF THE VANE.
 LX5970
 LX5970                          STATION RECOVERY (1948)
 LX5970
 LX5970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5970'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE.
 LX5970
 LX5970                          STATION RECOVERY (1990)
 LX5970
 LX5970'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6107 ***********************************************************************
 LX6107  DESIGNATION -  THOMPSONS CLUB HOUSE CHIMNEY
 LX6107  PID         -  LX6107
 LX6107  STATE/COUNTY-  CT/MIDDLESEX
 LX6107  USGS QUAD   -  HADDAM (1971)
 LX6107
 LX6107                         *CURRENT SURVEY CONTROL
 LX6107  ___________________________________________________________________
 LX6107* NAD 83(1996)-  41 28 50.37323(N)    072 30 23.37074(W)     ADJUSTED  
 LX6107* NAVD 88     -                                                        
 LX6107  ___________________________________________________________________
 LX6107  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LX6107  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6107
 LX6107  HORZ ORDER  -  THIRD
 LX6107
 LX6107.The horizontal coordinates were established by classical geodetic methods
 LX6107.and adjusted by the National Geodetic Survey in August 1998..
 LX6107
 LX6107
 LX6107.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6107
 LX6107.The geoid height was determined by GEOID03.
 LX6107
 LX6107;                    North         East     Units Scale Factor Converg.
 LX6107;SPC CT       -   224,319.709   325,138.292   MT  0.99998357   +0 09 41.3
 LX6107;SPC CT       -   735,955.58  1,066,724.55   sFT  0.99998357   +0 09 41.3
 LX6107;UTM  18      - 4,595,118.633   708,185.178   MT  1.00013340   +1 39 08.0
 LX6107
 LX6107                          SUPERSEDED SURVEY CONTROL
 LX6107
 LX6107  NAD 83(1992)-  41 28 50.37247(N)    072 30 23.37059(W) AD(       ) 4
 LX6107  NAD 83(1986)-  41 28 50.37427(N)    072 30 23.37300(W) AD(       ) 4
 LX6107  NAD 27      -  41 28 50.01000(N)    072 30 25.07000(W) AD(       ) 3
 LX6107
 LX6107.Superseded values are not recommended for survey control.
 LX6107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6107.See file dsdata.txt to determine how the superseded data were derived.
 LX6107
 LX6107_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0818595119(NAD 83)
 LX6107
 LX6107  HISTORY     - Date     Condition        Report By
 LX6107  HISTORY     - 1935     MONUMENTED       CGS
 LX6107  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6107
 LX6107                          STATION DESCRIPTION
 LX6107
 LX6107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6107'THIS BUILDING IS ON THE OLD RED STORE LANDING PROPERTY OWNED
 LX6107'BY SHERIFF BERT THOMPSON.  THE PLACE IS USED AS A PICNIC AND
 LX6107'OUTING GROUNDS.
 LX6107'
 LX6107'THE ONE-STORY HOUSE IS BUILT ON A CONCRETE FOUNDATION RISING
 LX6107'ABOUT FIVE FEET.  THIS TERRITORY IS SUBJECT TO FLOODING IN
 LX6107'RIVER FRESHETS.
 LX6107'
 LX6107'THE HOUSE ITSELF IS SMALL BUT VERY WIDE PORCHES ON N, E AND
 LX6107'S SIDES MAKE IT CORNER CONSIDERABLE GROUND.  IT IS PAINTED
 LX6107'GREEN BUT THE PORCH SUPPORTS ARE UNPAINTED CEDAR POST.  GABLES
 LX6107'FACE E AND W.
 LX6107'
 LX6107'A SINGLE RED-BRICK CHIMNEY RISES AT THE JOINT OF THE EAVES OF
 LX6107'THE HOUSE AND THE TOP OF THE S PORCH.
 LX6107'
 LX6107'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6107
 LX6107                          STATION RECOVERY (1948)
 LX6107
 LX6107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6107'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4724 ***********************************************************************
 LX4724  DESIGNATION -  THURLOW
 LX4724  PID         -  LX4724
 LX4724  STATE/COUNTY-  CT/WINDHAM
 LX4724  USGS QUAD   -  SCOTLAND (1983)
 LX4724
 LX4724                         *CURRENT SURVEY CONTROL
 LX4724  ___________________________________________________________________
 LX4724* NAD 83(1996)-  41 42 37.20484(N)    072 01 22.62292(W)     ADJUSTED  
 LX4724* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 LX4724  ___________________________________________________________________
 LX4724  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LX4724  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX4724
 LX4724  HORZ ORDER  -  FIRST
 LX4724
 LX4724.The horizontal coordinates were established by classical geodetic methods
 LX4724.and adjusted by the National Geodetic Survey in August 1998..
 LX4724
 LX4724.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4724
 LX4724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4724
 LX4724.The geoid height was determined by GEOID03.
 LX4724
 LX4724;                    North         East     Units Scale Factor Converg.
 LX4724;SPC CT       -   250,054.209   365,308.152   MT  0.99998788   +0 28 55.5
 LX4724;SPC CT       -   820,386.18  1,198,515.16   sFT  0.99998788   +0 28 55.5
 LX4724;UTM  18      - 4,621,899.268   747,680.088   MT  1.00035497   +1 58 54.6
 LX4724;UTM  19      - 4,622,032.448   248,500.650   MT  1.00037843   -2 00 44.7
 LX4724
 LX4724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4724!SPC CT       -   0.99997691  x   0.99998788  =   0.99996479
 LX4724!UTM  18      -   0.99997691  x   1.00035497  =   1.00033187
 LX4724!UTM  19      -   0.99997691  x   1.00037843  =   1.00035533
 LX4724
 LX4724:                Primary Azimuth Mark                     Grid Az
 LX4724:SPC CT       -  PLAINFIELD CONG CHURCH SPIRE             106 44 22.5
 LX4724:UTM  18      -  PLAINFIELD CONG CHURCH SPIRE             105 14 23.4
 LX4724:UTM  19      -  PLAINFIELD CONG CHURCH SPIRE             109 14 02.7
 LX4724
 LX4724|---------------------------------------------------------------------|
 LX4724| PID    Reference Object                     Distance      Geod. Az  |
 LX4724|                                                           dddmmss.s |
 LX4724| LW3601 PLAINFIELD CONG CHURCH SPIRE        APPROX. 9.4 KM 1071318.0 |
 LX4724| LW3612 PLAINFIELD MUN TANK                 APPROX. 9.0 KM 1143754.0 |
 LX4724| LW3614 HOLT                                APPROX. 7.2 KM 1202016.2 |
 LX4724| CZ8012 THURLOW RM 1                         23.443 METERS 13801     |
 LX4724| CZ8013 THURLOW RM 2                         37.875 METERS 18133     |
 LX4724| CZ8014 THURLOW RM 3                         71.640 METERS 29308     |
 LX4724| LX4671 HAMPTON CATH CH SPIRE               APPROX. 8.8 KM 3400302.0 |
 LX4724| LX4669 HAMPTON CONG CH SPIRE               APPROX. 8.7 KM 3415911.3 |
 LX4724|---------------------------------------------------------------------|
 LX4724
 LX4724                          SUPERSEDED SURVEY CONTROL
 LX4724
 LX4724  NAD 83(1996)-  41 42 37.20407(N)    072 01 22.62254(W) AD(       ) 1
 LX4724  NAD 83(1992)-  41 42 37.20404(N)    072 01 22.62246(W) AD(       ) 1
 LX4724  NAD 83(1992)-  41 42 37.20439(N)    072 01 22.62318(W) AD(       ) 1
 LX4724  NAD 83(1986)-  41 42 37.20472(N)    072 01 22.62294(W) AD(       ) 1
 LX4724  NAD 27      -  41 42 36.85022(N)    072 01 24.35085(W) AD(       ) 1
 LX4724  NGVD 29 (07/19/86)  177.5    (m)          582.     (f) VERT ANG       
 LX4724
 LX4724.Superseded values are not recommended for survey control.
 LX4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4724.See file dsdata.txt to determine how the superseded data were derived.
 LX4724
 LX4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4768021899(NAD 83)
 LX4724_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4724+STABILITY: SURFACE MOTION
 LX4724
 LX4724  HISTORY     - Date     Condition        Report By
 LX4724  HISTORY     - 1974     MONUMENTED       NGS
 LX4724
 LX4724                          STATION DESCRIPTION
 LX4724
 LX4724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LX4724'STATION IS ABOUT 3 MILES EAST-NORTHEAST OF SCOTLAND, 3 MILES
 LX4724'WEST-NORTHWEST OF CANTERBURY, IN THE WEST EDGE OF
 LX4724'WESTMINSTER, JUST NORTH OF THE JUNCTION OF STATE HIGHWAY 14
 LX4724'AND COLBURN ROAD, IN A LANE FORMED BY TWO ROCK FENCES AND ON
 LX4724'PROPERTY OWNED BY MR. THURLOW WHO LIVES IN THE HOUSE AT THE
 LX4724'STATION SITE.
 LX4724'
 LX4724'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX4724'14 AND 169 IN CANTERBURY, GO WESTERLY ON HIGHWAY 14 FOR 2.95
 LX4724'MILES TO THE JUNCTION OF COLBURN ROAD IN WESTMINSTER.  TURN
 LX4724'RIGHT AND GO NORTHWEST ON COLBURN ROAD FOR 0.05 MILE TO A
 LX4724'ROCK FENCE CORNER ON THE RIGHT AND THE STATION ON THE RIGHT AS
 LX4724'DESCRIBED.
 LX4724'
 LX4724'THE STATION MARKS ARE STANDARD DISKS STAMPED THURLOW 1974.  THE
 LX4724'SURFACE MARK IS SET IN A ROUND CONCRETE POST WHICH IS ABOUT 3
 LX4724'INCHES BELOW THE GROUND SURFACE AND THE UNDERGROUND MARK IS
 LX4724'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 LX4724'THE GROUND SURFACE.  THEY ARE 174 FEET NORTH OF CENTER OF
 LX4724'COLBURN ROAD, 90 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LX4724'HOUSE, 15 FEET SOUTHEAST OF A METAL WITNESS POST, 11.5 FEET
 LX4724'WEST OF A ROCK FENCE AND 10.5 FEET EAST OF A ROCK FENCE.
 LX4724'
 LX4724'REFERENCE MARK 1, STAMPED THURLOW NO 1 1974, IS A STANDARD
 LX4724'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 LX4724'THE GROUND SURFACE.  IT IS 35.5 FEET EAST OF A ROCK FENCE, 20
 LX4724'FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE AND 5 FEET
 LX4724'NORTHEAST OF THE NORTHEAST EDGE OF A WATER WELL.
 LX4724'
 LX4724'REFERENCE MARK 2, STAMPED THURLOW NO 2 1974, IS A STANDARD
 LX4724'DISK CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH
 LX4724'THE GROUND SURFACE.  IT IS 50.5 FEET WEST OF THE SOUTHWEST
 LX4724'CORNER OF THE HOUSE, 50 FEET NORTH OF CENTER OF COLBURN ROAD,
 LX4724'7.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 7 FEET EAST OF A
 LX4724'ROCK FENCE.
 LX4724'
 LX4724'REFERENCE MARK 3, STAMPED THURLOW NO 3 1974, IS A STANDARD
 LX4724'DISK CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 LX4724'15 INCHES ABOVE THE GROUND SURFACE.  IT IS 190 FEET WEST OF A
 LX4724'ROCK FENCE, 151 FEET NORTH OF CENTER OF COLBURN ROAD, 128 FEET
 LX4724'NORTH OF A ROCK FENCE AND 54 FEET EAST OF A ROW OF 5 APPLE TREES.
 LX4724'
 LX4724'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1180 ***********************************************************************
 LX1180  DESIGNATION -  TIDAL 1 A STA 32
 LX1180  PID         -  LX1180
 LX1180  STATE/COUNTY-  CT/FAIRFIELD
 LX1180  USGS QUAD   -  STAMFORD (1984)
 LX1180
 LX1180                         *CURRENT SURVEY CONTROL
 LX1180  ___________________________________________________________________
 LX1180* NAD 83(1986)-  41 02 10.     (N)    073 32 41.     (W)     SCALED    
 LX1180* NAVD 88     -         1.525  (meters)       5.00   (feet)  ADJUSTED  
 LX1180  ___________________________________________________________________
 LX1180  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX1180  DYNAMIC HT  -           1.524 (meters)       5.00  (feet)  COMP
 LX1180  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 LX1180
 LX1180  VERT ORDER  -  FIRST     CLASS I
 LX1180
 LX1180.The horizontal coordinates were scaled from a topographic map and have
 LX1180.an estimated accuracy of +/- 6 seconds.
 LX1180
 LX1180.The orthometric height was determined by differential leveling
 LX1180.and adjusted by the National Geodetic Survey in June 1991..
 LX1180
 LX1180.The geoid height was determined by GEOID03.
 LX1180
 LX1180.The dynamic height is computed by dividing the NAVD 88
 LX1180.geopotential number by the normal gravity value computed on the
 LX1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1180.degrees latitude (g = 980.6199 gals.).
 LX1180
 LX1180.The modeled gravity was interpolated from observed gravity values.
 LX1180
 LX1180;                    North         East    Units  Estimated Accuracy
 LX1180;SPC CT       -   175,230.      237,970.      MT  (+/- 180 meters Scaled)
 LX1180
 LX1180                          SUPERSEDED SURVEY CONTROL
 LX1180
 LX1180  NGVD 29 (??/??/92)    1.86   (m)            6.1    (f) COMPUTED    1 1
 LX1180
 LX1180.Superseded values are not recommended for survey control.
 LX1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1180.See file dsdata.txt to determine how the superseded data were derived.
 LX1180
 LX1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL223437(NAD 83)
 LX1180_MARKER: DJ = TIDAL STATION DISK
 LX1180_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX1180_SP_SET: ROCK
 LX1180_STAMPING: 1 A
 LX1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1180
 LX1180  HISTORY     - Date     Condition        Report By
 LX1180  HISTORY     - UNK      MONUMENTED       CGS
 LX1180  HISTORY     - 1965     GOOD             NGS
 LX1180
 LX1180                          STATION DESCRIPTION
 LX1180
 LX1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1180'1.8 MI SW FROM STAMFORD.
 LX1180'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX1180'OF ATLANTIC STREET AT STAMFORD, THENCE 0.5 MILE SOUTH ALONG
 LX1180'FAIRFIELD AVENUE, THENCE 0.2 MILE EAST ALONG SELLER STREET,
 LX1180'THENCE 0.2 MILE SOUTH ALONG SOUTHFIELD AVENUE, NEAR THE MT.
 LX1180'VERNON DIE CASTING CORP, ABOUT 0.1 MILE EAST OF SOUTHFIELD
 LX1180'AVENUE, SET ON THE TOP OF THE SOUTH SIDE OF A LARGE WHITE
 LX1180'ROCK SURROUNDED BY WATER, ABOUT 90 FEET EAST OF THE WEST BANK
 LX1180'OF WEST BRANCH OF STAMFORD HARBOR, ABOUT 200 FEET SOUTHEAST OF
 LX1180'THE SOUTHEAST CORNER OF THE MT. VERNON DIE CASTING CORP,.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0715 ***********************************************************************
 LW0715  DESIGNATION -  TIDAL 1 STA 2
 LW0715  PID         -  LW0715
 LW0715  STATE/COUNTY-  CT/NEW LONDON
 LW0715  USGS QUAD   -  MYSTIC (1984)
 LW0715
 LW0715                         *CURRENT SURVEY CONTROL
 LW0715  ___________________________________________________________________
 LW0715* NAD 83(1986)-  41 20 46.     (N)    071 58 29.     (W)     SCALED    
 LW0715* NAVD 88     -         0.714  (meters)       2.34   (feet)  ADJUSTED  
 LW0715  ___________________________________________________________________
 LW0715  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW0715  DYNAMIC HT  -           0.713 (meters)       2.34  (feet)  COMP
 LW0715  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0715
 LW0715  VERT ORDER  -  FIRST     CLASS I
 LW0715
 LW0715.The horizontal coordinates were scaled from a topographic map and have
 LW0715.an estimated accuracy of +/- 6 seconds.
 LW0715
 LW0715.The orthometric height was determined by differential leveling
 LW0715.and adjusted by the National Geodetic Survey in June 1991..
 LW0715
 LW0715.The geoid height was determined by GEOID03.
 LW0715
 LW0715.The dynamic height is computed by dividing the NAVD 88
 LW0715.geopotential number by the normal gravity value computed on the
 LW0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0715.degrees latitude (g = 980.6199 gals.).
 LW0715
 LW0715.The modeled gravity was interpolated from observed gravity values.
 LW0715
 LW0715;                    North         East    Units  Estimated Accuracy
 LW0715;SPC CT       -   209,640.      369,690.      MT  (+/- 180 meters Scaled)
 LW0715
 LW0715                          SUPERSEDED SURVEY CONTROL
 LW0715
 LW0715  NGVD 29 (??/??/92)    1.01   (m)            3.3    (f) COMPUTED    1 1
 LW0715
 LW0715.Superseded values are not recommended for survey control.
 LW0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0715.See file dsdata.txt to determine how the superseded data were derived.
 LW0715
 LW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF511814(NAD 83)
 LW0715_MARKER: DJ = TIDAL STATION DISK
 LW0715_SETTING: 66 = SET IN ROCK OUTCROP
 LW0715_SP_SET: BEDROCK
 LW0715_STAMPING: NO 1 1917
 LW0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0715+STABILITY: POSITION/ELEVATION WELL
 LW0715
 LW0715  HISTORY     - Date     Condition        Report By
 LW0715  HISTORY     - 1917     MONUMENTED       CGS
 LW0715  HISTORY     - 1965     GOOD             NGS
 LW0715
 LW0715                          STATION DESCRIPTION
 LW0715
 LW0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0715'0.2 MI NE FROM WEST MYSTIC.
 LW0715'0.15 MILE NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0715'RAILROAD FROM THE POST OFFICE AT WEST MYSTIC, ALONG THE WEST
 LW0715'BANK OF THE MYSTIC RIVER, SET ON THE LOWER PART AND AT THE
 LW0715'SOUTHWEST END OF A MASS OF BEDROCK, 250 FEET SOUTHEAST OF THE
 LW0715'SOUTHEAST RAIL OF THE SOUTHEAST MAIN TRACK, 26 FEET SOUTH OF THE
 LW0715'SOUTH CORNER OF A SMALL FRAME HOUSE, 2 FEET NORTHWEST OF
 LW0715'SOUTHEAST EDGE OF BEDROCK AND 2 FEET BELOW THE LEVEL OF THE
 LW0715'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0705 ***********************************************************************
 LW0705  DESIGNATION -  TIDAL 1 STA 2 A
 LW0705  PID         -  LW0705
 LW0705  STATE/COUNTY-  CT/NEW LONDON
 LW0705  USGS QUAD   -  MYSTIC (1984)
 LW0705
 LW0705                         *CURRENT SURVEY CONTROL
 LW0705  ___________________________________________________________________
 LW0705* NAD 83(1986)-  41 19 32.     (N)    071 59 03.     (W)     SCALED    
 LW0705* NAVD 88     -         2.948  (meters)       9.67   (feet)  ADJUSTED  
 LW0705  ___________________________________________________________________
 LW0705  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW0705  DYNAMIC HT  -           2.947 (meters)       9.67  (feet)  COMP
 LW0705  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW0705
 LW0705  VERT ORDER  -  FIRST     CLASS I
 LW0705
 LW0705.The horizontal coordinates were scaled from a topographic map and have
 LW0705.an estimated accuracy of +/- 6 seconds.
 LW0705
 LW0705.The orthometric height was determined by differential leveling
 LW0705.and adjusted by the National Geodetic Survey in June 1991..
 LW0705
 LW0705.The geoid height was determined by GEOID03.
 LW0705
 LW0705.The dynamic height is computed by dividing the NAVD 88
 LW0705.geopotential number by the normal gravity value computed on the
 LW0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0705.degrees latitude (g = 980.6199 gals.).
 LW0705
 LW0705.The modeled gravity was interpolated from observed gravity values.
 LW0705
 LW0705;                    North         East    Units  Estimated Accuracy
 LW0705;SPC CT       -   207,350.      368,920.      MT  (+/- 180 meters Scaled)
 LW0705
 LW0705                          SUPERSEDED SURVEY CONTROL
 LW0705
 LW0705  NGVD 29 (??/??/92)    3.24   (m)           10.6    (f) COMPUTED    1 1
 LW0705
 LW0705.Superseded values are not recommended for survey control.
 LW0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0705.See file dsdata.txt to determine how the superseded data were derived.
 LW0705
 LW0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF502791(NAD 83)
 LW0705_MARKER: DJ = TIDAL STATION DISK
 LW0705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0705_SP_SET: SIDEWALK
 LW0705_STAMPING: NO 1 1962
 LW0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0705
 LW0705  HISTORY     - Date     Condition        Report By
 LW0705  HISTORY     - 1962     MONUMENTED       CGS
 LW0705  HISTORY     - 1965     GOOD             NGS
 LW0705  HISTORY     - 19900626 MARK NOT FOUND   USPSQD
 LW0705  HISTORY     - 19901227 MARK NOT FOUND   USPSQD
 LW0705
 LW0705                          STATION DESCRIPTION
 LW0705
 LW0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0705'AT NOANK.
 LW0705'AT NOANK, ALONG FRONT STREET, NEAR THE INTERSECTION OF FRONT
 LW0705'AND MAIN STREET, 235 FEET NORTH OF THE CENTER LINE OF MAIN
 LW0705'STREET, 1 FOOT EAST OF THE EAST CURB OF FRONT STREET, 4 FEET
 LW0705'NORTHWEST OF THE NORTH GATE POST AT ENTRANCE TO THE BURGEON
 LW0705'ESTATE, 180 FEET NORTH OF TIDAL 3 DESCRIBED, SET ON THE TOP OF
 LW0705'CONCRETE SIDEWALK.
 LW0705
 LW0705                          STATION RECOVERY (1990)
 LW0705
 LW0705'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0705'MARK NOT FOUND.
 LW0705
 LW0705                          STATION RECOVERY (1990)
 LW0705
 LW0705'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0881 ***********************************************************************
 LX0881  DESIGNATION -  TIDAL 1 STA 27
 LX0881  PID         -  LX0881
 LX0881  STATE/COUNTY-  CT/FAIRFIELD
 LX0881  USGS QUAD   -  MILFORD (1984)
 LX0881
 LX0881                         *CURRENT SURVEY CONTROL
 LX0881  ___________________________________________________________________
 LX0881* NAD 83(1986)-  41 11 23.     (N)    073 07 21.     (W)     SCALED    
 LX0881* NAVD 88     -         3.226  (meters)      10.58   (feet)  ADJUSTED  
 LX0881  ___________________________________________________________________
 LX0881  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0881  DYNAMIC HT  -           3.225 (meters)      10.58  (feet)  COMP
 LX0881  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 LX0881
 LX0881  VERT ORDER  -  FIRST     CLASS I
 LX0881
 LX0881.The horizontal coordinates were scaled from a topographic map and have
 LX0881.an estimated accuracy of +/- 6 seconds.
 LX0881
 LX0881.The orthometric height was determined by differential leveling
 LX0881.and adjusted by the National Geodetic Survey in June 1991..
 LX0881
 LX0881.The geoid height was determined by GEOID03.
 LX0881
 LX0881.The dynamic height is computed by dividing the NAVD 88
 LX0881.geopotential number by the normal gravity value computed on the
 LX0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0881.degrees latitude (g = 980.6199 gals.).
 LX0881
 LX0881.The modeled gravity was interpolated from observed gravity values.
 LX0881
 LX0881;                    North         East    Units  Estimated Accuracy
 LX0881;SPC CT       -   192,050.      273,550.      MT  (+/- 180 meters Scaled)
 LX0881
 LX0881                          SUPERSEDED SURVEY CONTROL
 LX0881
 LX0881  NGVD 29 (??/??/92)    3.56   (m)           11.7    (f) COMPUTED    1 1
 LX0881
 LX0881.Superseded values are not recommended for survey control.
 LX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0881.See file dsdata.txt to determine how the superseded data were derived.
 LX0881
 LX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL574615(NAD 83)
 LX0881_MARKER: DJ = TIDAL STATION DISK
 LX0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0881_SP_SET: CONCRETE BLOCKS
 LX0881_STAMPING: 1 1936
 LX0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0881
 LX0881  HISTORY     - Date     Condition        Report By
 LX0881  HISTORY     - 1936     MONUMENTED       CGS
 LX0881  HISTORY     - 1965     GOOD             NGS
 LX0881  HISTORY     - 1988     GOOD             USPSQD
 LX0881
 LX0881                          STATION DESCRIPTION
 LX0881
 LX0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0881'AT STRATFORD.
 LX0881'AT STRATFORD, AT THE EAST END OF BROAD STREET AND THE SOUTH
 LX0881'END OF HOUSATONIC AVENUE, IN THE YARD OCCUPIED BY THE FLADD
 LX0881'AND KAHLES MARINA INC, SET IN THE TOP OF THE NORTH END OF THE
 LX0881'NORTH ONE OF TWO CONCRETE BLOCKS THAT IS 8 FEET LONG- 2 FEET
 LX0881'WIDE AND 1 FOOT HIGH, 168 FEET SOUTH OF THE CENTER OF THE
 LX0881'JUNCTION OF THE AVENUE AND THE STREET, 60 1/2 FEET SOUTHWEST
 LX0881'OF THE SOUTHWEST CORNER OF THE MARINAS WORK SHOP, 17 FEET WEST
 LX0881'OF THE CENTER LINE OF A GRAVELED DRIVEWAY, AND 1 FOOT ABOVE
 LX0881'THE LEVEL OF THE DRIVEWAY.
 LX0881
 LX0881                          STATION RECOVERY (1988)
 LX0881
 LX0881'RECOVERY NOTE BY US POWER SQUADRON 1988 (WC)
 LX0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1171 ***********************************************************************
 LX1171  DESIGNATION -  TIDAL 1 STA 33
 LX1171  PID         -  LX1171
 LX1171  STATE/COUNTY-  CT/FAIRFIELD
 LX1171  USGS QUAD   -  STAMFORD (1984)
 LX1171
 LX1171                         *CURRENT SURVEY CONTROL
 LX1171  ___________________________________________________________________
 LX1171* NAD 83(1986)-  41 01 04.     (N)    073 35 33.     (W)     SCALED    
 LX1171* NAVD 88     -         1.853  (meters)       6.08   (feet)  ADJUSTED  
 LX1171  ___________________________________________________________________
 LX1171  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX1171  DYNAMIC HT  -           1.852 (meters)       6.08  (feet)  COMP
 LX1171  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LX1171
 LX1171  VERT ORDER  -  FIRST     CLASS I
 LX1171
 LX1171.The horizontal coordinates were scaled from a topographic map and have
 LX1171.an estimated accuracy of +/- 6 seconds.
 LX1171
 LX1171.The orthometric height was determined by differential leveling
 LX1171.and adjusted by the National Geodetic Survey in June 1991..
 LX1171
 LX1171.The geoid height was determined by GEOID03.
 LX1171
 LX1171.The dynamic height is computed by dividing the NAVD 88
 LX1171.geopotential number by the normal gravity value computed on the
 LX1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1171.degrees latitude (g = 980.6199 gals.).
 LX1171
 LX1171.The modeled gravity was interpolated from observed gravity values.
 LX1171
 LX1171;                    North         East    Units  Estimated Accuracy
 LX1171;SPC CT       -   173,230.      233,940.      MT  (+/- 180 meters Scaled)
 LX1171
 LX1171                          SUPERSEDED SURVEY CONTROL
 LX1171
 LX1171  NGVD 29 (??/??/92)    2.19   (m)            7.2    (f) COMPUTED    1 1
 LX1171
 LX1171.Superseded values are not recommended for survey control.
 LX1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1171.See file dsdata.txt to determine how the superseded data were derived.
 LX1171
 LX1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL183416(NAD 83)
 LX1171_MARKER: DJ = TIDAL STATION DISK
 LX1171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1171_SP_SET: MASONRY SEA WALL
 LX1171_STAMPING: NO 1 1933
 LX1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1171
 LX1171  HISTORY     - Date     Condition        Report By
 LX1171  HISTORY     - 1933     MONUMENTED       CGS
 LX1171  HISTORY     - 1965     GOOD             NGS
 LX1171
 LX1171                          STATION DESCRIPTION
 LX1171
 LX1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1171'2.3 MI SW FROM RIVERSIDE.
 LX1171'1.15 MILES SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE
 LX1171'AT RIVERSIDE, THENCE 1.15 MILES SOUTHWEST ALONG INDIAN HEAD
 LX1171'ROAD, ON THE MISSES LOWTHER ESTATE, ALONG THE EAST SHORE OF THE
 LX1171'ENTRANCE HARBOR TO COS COB HARBOR, SET ON THE TOP OF A MASONRY
 LX1171'SEA WALL, AT A STONE ENCLASED GRASSY DOCK, ON THE ESTATE LOCALLY
 LX1171'KNOWN AS INDIAN HEAD ROAD, 230 FEET NORTHWEST OF THE CENTER
 LX1171'LINE OF ROAD LEADING TO THE MISSES LOWTHER RESIDENCE, 3 FEET
 LX1171'SOUTH OF THE NORTH CORNER OF DOCK, 2 FEET SOUTHEAST OF THE
 LX1171'NORTHWEST END OF DOCK, 116.5 FEET NORTH OF AND ACROSS DOCK
 LX1171'FROM BM 3, 100 FEET NW OF BM 2 AND ABOUT LEVEL WITH THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0097 ***********************************************************************
 LX0097  DESIGNATION -  TIDAL 1 STA 8
 LX0097  PID         -  LX0097
 LX0097  STATE/COUNTY-  CT/MIDDLESEX
 LX0097  USGS QUAD   -  OLD LYME (1976)
 LX0097
 LX0097                         *CURRENT SURVEY CONTROL
 LX0097  ___________________________________________________________________
 LX0097* NAD 83(1986)-  41 15 48.     (N)    072 20 33.     (W)     SCALED    
 LX0097* NAVD 88     -         2.511  (meters)       8.24   (feet)  ADJUSTED  
 LX0097  ___________________________________________________________________
 LX0097  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0097  DYNAMIC HT  -           2.510 (meters)       8.23  (feet)  COMP
 LX0097  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 LX0097
 LX0097  VERT ORDER  -  FIRST     CLASS I
 LX0097
 LX0097.The horizontal coordinates were scaled from a topographic map and have
 LX0097.an estimated accuracy of +/- 6 seconds.
 LX0097
 LX0097.The orthometric height was determined by differential leveling
 LX0097.and adjusted by the National Geodetic Survey in June 1991..
 LX0097
 LX0097.The geoid height was determined by GEOID03.
 LX0097
 LX0097.The dynamic height is computed by dividing the NAVD 88
 LX0097.geopotential number by the normal gravity value computed on the
 LX0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0097.degrees latitude (g = 980.6199 gals.).
 LX0097
 LX0097.The modeled gravity was interpolated from observed gravity values.
 LX0097
 LX0097;                    North         East    Units  Estimated Accuracy
 LX0097;SPC CT       -   200,240.      338,950.      MT  (+/- 180 meters Scaled)
 LX0097
 LX0097                          SUPERSEDED SURVEY CONTROL
 LX0097
 LX0097  NGVD 29 (??/??/92)    2.82   (m)            9.3    (f) COMPUTED    1 1
 LX0097
 LX0097.Superseded values are not recommended for survey control.
 LX0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0097.See file dsdata.txt to determine how the superseded data were derived.
 LX0097
 LX0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL226713(NAD 83)
 LX0097_MARKER: DJ = TIDAL STATION DISK
 LX0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0097_SP_SET: BUILDING
 LX0097_STAMPING: 1 1938
 LX0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0097
 LX0097  HISTORY     - Date     Condition        Report By
 LX0097  HISTORY     - 1938     MONUMENTED       CGS
 LX0097  HISTORY     - 1965     GOOD             NGS
 LX0097  HISTORY     - 1989     GOOD             USPSQD
 LX0097  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX0097
 LX0097                          STATION DESCRIPTION
 LX0097
 LX0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0097'3.9 MI SE FROM OLD SAYBROOK.
 LX0097'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE
 LX0097'TOWN HALL AT OLD SAYBROOK, THENCE 1.0 MILE EAST AND SOUTH ALONG
 LX0097'NIBANG AVENUE AND GRAVELED ROAD WHICH FOLLOWS THE SHORE LINE,
 LX0097'THENCE ABOUT 0.4 MILE SOUTH ALONG BEACH AND STONE JETTY TO THE
 LX0097'SAYBROOK BREAKWATER LIGHTHOUSE, SET ON THE TOP OF CONCRETE
 LX0097'FLOOR UNDER A LOW ROOF OVER A CIRCLED PORCH WHICH GOES COMPLETELY
 LX0097'AROUND THE LIGHT-HOUSE, 3.2 FEET NORTH OF THE NORTH CORNER OF A
 LX0097'CONCRETE RAMP WHICH LEADS FROM THE JETTY TO THE LIGHTHOUSE, 0.9
 LX0097'FOOT SOUTHWEST OF THE NORTHEAST EDGE OF PORCH AND 1 FOOT ABOVE
 LX0097'THE LEVEL OF THE JETTY.  NOTE-- SAYBROOK JETTY, CONNECTICUT
 LX0097'RIVER ENTRANCE.
 LX0097
 LX0097                          STATION RECOVERY (1989)
 LX0097
 LX0097'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0097'RECOVERED IN GOOD CONDITION.
 LX0097
 LX0097                          STATION RECOVERY (1997)
 LX0097
 LX0097'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0102 ***********************************************************************
 LX0102  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0102  DESIGNATION -  TIDAL 1 STA 9
 LX0102  PID         -  LX0102
 LX0102  STATE/COUNTY-  CT/MIDDLESEX
 LX0102  USGS QUAD   -  OLD LYME (1976)
 LX0102
 LX0102                         *CURRENT SURVEY CONTROL
 LX0102  ___________________________________________________________________
 LX0102* NAD 83(1986)-  41 19 16.     (N)    072 21 02.     (W)     SCALED    
 LX0102* NAVD 88     -         0.655  (meters)       2.15   (feet)  ADJUSTED  
 LX0102  ___________________________________________________________________
 LX0102  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 LX0102  DYNAMIC HT  -           0.655 (meters)       2.15  (feet)  COMP
 LX0102  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX0102
 LX0102  VERT ORDER  -  FIRST     CLASS I
 LX0102
 LX0102.The horizontal coordinates were scaled from a topographic map and have
 LX0102.an estimated accuracy of +/- 6 seconds.
 LX0102
 LX0102.The orthometric height was determined by differential leveling
 LX0102.and adjusted by the National Geodetic Survey in June 1991..
 LX0102
 LX0102.This Tidal Bench Mark is designated as VM 2232
 LX0102.by the Center for Operational Oceanographic Products and Services.
 LX0102
 LX0102.The geoid height was determined by GEOID03.
 LX0102
 LX0102.The dynamic height is computed by dividing the NAVD 88
 LX0102.geopotential number by the normal gravity value computed on the
 LX0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0102.degrees latitude (g = 980.6199 gals.).
 LX0102
 LX0102.The modeled gravity was interpolated from observed gravity values.
 LX0102
 LX0102;                    North         East    Units  Estimated Accuracy
 LX0102;SPC CT       -   206,650.      338,240.      MT  (+/- 180 meters Scaled)
 LX0102
 LX0102                          SUPERSEDED SURVEY CONTROL
 LX0102
 LX0102  NGVD 29 (??/??/92)    0.96   (m)            3.1    (f) COMPUTED    1 1
 LX0102
 LX0102.Superseded values are not recommended for survey control.
 LX0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0102.See file dsdata.txt to determine how the superseded data were derived.
 LX0102
 LX0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL217777(NAD 83)
 LX0102_MARKER: DJ = TIDAL STATION DISK
 LX0102_SETTING: 80 = SET IN A BOULDER
 LX0102_SP_SET: BOULDER
 LX0102_STAMPING: NO 1 1938
 LX0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0102+STABILITY: SURFACE MOTION
 LX0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0102+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX0102
 LX0102  HISTORY     - Date     Condition        Report By
 LX0102  HISTORY     - 1938     MONUMENTED       CGS
 LX0102  HISTORY     - 1965     GOOD             NGS
 LX0102  HISTORY     - 1989     GOOD             USPSQD
 LX0102  HISTORY     - 19970118 GOOD             USPSQD
 LX0102  HISTORY     - 20040101 GOOD             USPSQD
 LX0102
 LX0102                          STATION DESCRIPTION
 LX0102
 LX0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0102'AT OLD SAYBROOK.
 LX0102'AT OLD SAYBROOK, ABOUT 0.15 MILE NORTH ALONG THE WEST BANK OF THE
 LX0102'CONNECTICUT RIVER FROM THE WEST END OF THE U.S. HIGHWAY 1 AND
 LX0102'CONNECTICUT TURNPIKE BRIDGE OVER THE CONNECTICUT RIVER, ABOUT
 LX0102'53 YARDS NORTH OF WOODEN PILING FOR BULKHEAD WHICH PROJECTS OUT
 LX0102'INTO THE RIVER, AT A SLIGHT ROUNDED POINT ALONG RIVERS EDGE,
 LX0102'SET ON THE TOP OF A BURIED BOULDER WHICH PROJECTS 3 1/2 FEET
 LX0102'ABOVE THE RIVER BED AND IS 6 FEET LONG AND 3 FEET WIDE, 15
 LX0102'FEET OUT INTO THE RIVER AT HIGH TIDE AND JUST AT THE EDGE OF
 LX0102'THE WATER AT LOW TIDE.  NOTE-- LYME HIGHWAY BRIDGE (WEST END)
 LX0102'CONNECTICUT RIVER.
 LX0102
 LX0102                          STATION RECOVERY (1989)
 LX0102
 LX0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0102'RECOVERED IN GOOD CONDITION.
 LX0102
 LX0102                          STATION RECOVERY (1997)
 LX0102
 LX0102'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0102'RECOVERED IN GOOD CONDITION.
 LX0102
 LX0102                          STATION RECOVERY (2004)
 LX0102
 LX0102'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0732 ***********************************************************************
 LW0732  DESIGNATION -  TIDAL 10 STA 1
 LW0732  PID         -  LW0732
 LW0732  STATE/COUNTY-  CT/NEW LONDON
 LW0732  USGS QUAD   -  MYSTIC (1984)
 LW0732
 LW0732                         *CURRENT SURVEY CONTROL
 LW0732  ___________________________________________________________________
 LW0732* NAD 83(1986)-  41 19 56.     (N)    071 54 16.     (W)     SCALED    
 LW0732* NAVD 88     -         1.089  (meters)       3.57   (feet)  ADJUSTED  
 LW0732  ___________________________________________________________________
 LW0732  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0732  DYNAMIC HT  -           1.088 (meters)       3.57  (feet)  COMP
 LW0732  MODELED GRAV-     980,274.0   (mgal)                       NAVD 88
 LW0732
 LW0732  VERT ORDER  -  FIRST     CLASS I
 LW0732
 LW0732.The horizontal coordinates were scaled from a topographic map and have
 LW0732.an estimated accuracy of +/- 6 seconds.
 LW0732
 LW0732.The orthometric height was determined by differential leveling
 LW0732.and adjusted by the National Geodetic Survey in June 1991..
 LW0732
 LW0732.The geoid height was determined by GEOID03.
 LW0732
 LW0732.The dynamic height is computed by dividing the NAVD 88
 LW0732.geopotential number by the normal gravity value computed on the
 LW0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0732.degrees latitude (g = 980.6199 gals.).
 LW0732
 LW0732.The modeled gravity was interpolated from observed gravity values.
 LW0732
 LW0732;                    North         East    Units  Estimated Accuracy
 LW0732;SPC CT       -   208,150.      375,580.      MT  (+/- 180 meters Scaled)
 LW0732
 LW0732                          SUPERSEDED SURVEY CONTROL
 LW0732
 LW0732  NGVD 29 (??/??/92)    1.38   (m)            4.5    (f) COMPUTED    1 1
 LW0732
 LW0732.Superseded values are not recommended for survey control.
 LW0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0732.See file dsdata.txt to determine how the superseded data were derived.
 LW0732
 LW0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF569797(NAD 83)
 LW0732_MARKER: DJ = TIDAL STATION DISK
 LW0732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0732_SP_SET: SEA WALL
 LW0732_STAMPING: BM 10 1918
 LW0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0732+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW0732
 LW0732  HISTORY     - Date     Condition        Report By
 LW0732  HISTORY     - 1918     MONUMENTED       CGS
 LW0732  HISTORY     - 1965     GOOD             NGS
 LW0732  HISTORY     - 20020219 GOOD             USPSQD
 LW0732  HISTORY     - 20050509 GOOD             GEOCAC
 LW0732
 LW0732                          STATION DESCRIPTION
 LW0732
 LW0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0732'AT STONINGTON.
 LW0732'AT STONINGTON, ABOUT 0.2 MILE SOUTH ALONG WATER STREET FROM THE
 LW0732'POST OFFICE, NEAR THE INTERSECTION OF UNION STREET AND WATER
 LW0732'STREET, 392 FEET WEST ALONG UNION STREET FROM WATER STREET, ALONG
 LW0732'THE NORTH SIDE OF A BOAT SLIP, SOUTHWEST OF THE STONINGTON BOAT
 LW0732'WORKS (ABANDONED), AT THE WEST END OF A GRASSY PIER, SET ON THE TOP
 LW0732'OF A ROCK MASONARY SEA WALL AT WEST END OF PIER, 15 FEET NORTH OF THE
 LW0732'SOUTHWEST CORNER OF PIER, 6.5 FEET SOUTH OF THE NORTHWEST CORNER OF
 LW0732'CONCRETE FLOOR FOR SHELTER SHED, 47 FEET SOUTHWEST OF A FLAGPOLE, AND
 LW0732'ABOUT IN LINE WITH THE EXTENDED NORTH CURB OF UNION STREET.
 LW0732
 LW0732                          STATION RECOVERY (2002)
 LW0732
 LW0732'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0732'UNION STREET NOW ENDS AT WATER STREET. THERE IS A PASS-THROUGH TO A
 LW0732'PARKING LOT. DESCRIPTION ADEQUATE BEGINNING 'AT THE WEST END OF A
 LW0732'GRASSY PIER....' TO THE END OF THAT SENTENCE.  THERE IS NO FLAGPOLE
 LW0732'AND NO UNION STREET.
 LW0732
 LW0732                          STATION RECOVERY (2005)
 LW0732
 LW0732'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0732'THE STATION IS MOUNTED ON THE TOP OF THE SEAWALL ALONG AND ABOUT ONE
 LW0732'FOOT BEYOND THE WESTERN BANNISTER OF A CONCRETE AND WOOD PAVILIOB ON
 LW0732'WEYLAND'S WHARF, A MUNICIPAL PARK OF STONINGTON, CT.  THE DISK IS
 LW0732'ABOUT TWO FEET LOWER THAN THE LEVEL OF THE PAVILION'S CONCRETE FLOOR.
 LW0732'TO REACH FROM THE INTERSECTION OF WATER AND BROAD STREETS, GO
 LW0732'SOUTH ON WATER FOR ABOUT 0.20 MILES TO CHURCH STREET.  TURN RIGHT AND
 LW0732'GO WEST ON CHURCH FOR ABOUT 30 YARDS AND TURN LEFT INTO A GRAVEL
 LW0732'PARKING AREA.  FROM THE PARKING AREA, WALK WEST FOR ABOUT 50 YARDS TO
 LW0732'THE PAVILION AND THE STATION.  HANDHELD COORDINATES ARE N41-20-00.24
 LW0732'W071-54-28.98.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1179 ***********************************************************************
 LX1179  DESIGNATION -  TIDAL 2 A STA 32
 LX1179  PID         -  LX1179
 LX1179  STATE/COUNTY-  CT/FAIRFIELD
 LX1179  USGS QUAD   -  STAMFORD (1984)
 LX1179
 LX1179                         *CURRENT SURVEY CONTROL
 LX1179  ___________________________________________________________________
 LX1179* NAD 83(1986)-  41 02 10.     (N)    073 32 45.     (W)     SCALED    
 LX1179* NAVD 88     -         2.729  (meters)       8.95   (feet)  ADJUSTED  
 LX1179  ___________________________________________________________________
 LX1179  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX1179  DYNAMIC HT  -           2.728 (meters)       8.95  (feet)  COMP
 LX1179  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX1179
 LX1179  VERT ORDER  -  FIRST     CLASS I
 LX1179
 LX1179.The horizontal coordinates were scaled from a topographic map and have
 LX1179.an estimated accuracy of +/- 6 seconds.
 LX1179
 LX1179.The orthometric height was determined by differential leveling
 LX1179.and adjusted by the National Geodetic Survey in June 1991..
 LX1179
 LX1179.The geoid height was determined by GEOID03.
 LX1179
 LX1179.The dynamic height is computed by dividing the NAVD 88
 LX1179.geopotential number by the normal gravity value computed on the
 LX1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1179.degrees latitude (g = 980.6199 gals.).
 LX1179
 LX1179.The modeled gravity was interpolated from observed gravity values.
 LX1179
 LX1179;                    North         East    Units  Estimated Accuracy
 LX1179;SPC CT       -   175,230.      237,880.      MT  (+/- 180 meters Scaled)
 LX1179
 LX1179                          SUPERSEDED SURVEY CONTROL
 LX1179
 LX1179  NGVD 29 (??/??/92)    3.06   (m)           10.0    (f) COMPUTED    1 1
 LX1179
 LX1179.Superseded values are not recommended for survey control.
 LX1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1179.See file dsdata.txt to determine how the superseded data were derived.
 LX1179
 LX1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL222437(NAD 83)
 LX1179_MARKER: DJ = TIDAL STATION DISK
 LX1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1179_SP_SET: PILLAR
 LX1179_STAMPING: 2 A
 LX1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1179
 LX1179  HISTORY     - Date     Condition        Report By
 LX1179  HISTORY     - UNK      MONUMENTED       CGS
 LX1179  HISTORY     - 1965     GOOD             NGS
 LX1179
 LX1179                          STATION DESCRIPTION
 LX1179
 LX1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1179'1.8 MI SW FROM STAMFORD.
 LX1179'0.75 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX1179'OF ATLANTIC STREET AT STAMFORD, THENCE 0.5 MILE SOUTH ALONG
 LX1179'FAIRFIELD AVENUE, THENCE 0.2 MILE EAST ALONG SELLER STREET, THENCE
 LX1179'0.2 MILE SOUTH ALONG SOUTHFIELD AVENUE TO THE SOUTH ENTRANCE
 LX1179'TO THE MT. VERNON DIE CASTING CORP, ABOUT 0.1 MILE EAST OF
 LX1179'SOUTHFIELD AVENUE, SET VERTICALLY IN THE EAST FACE OF CONCRETE
 LX1179'PILLAR AT THE SOUTHEAST CORNER OF THE OLD PART OF THE MT.
 LX1179'VERNON DIE CORP. BLDG., 50 FEET NORTH OF THE SOUTHEAST CORNER
 LX1179'OF THE NEW BUILDING, 91 FEET WEST OF THE WEST BANK OF THE WEST
 LX1179'BRANCH OF STAMFORD HARBOR AND 0.9 FOOT BELOW CONCRETE.
 LX1179'NOTE-- CONCRETE WAS POURED ON EAST SIDE OF BUILDING AT THIS
 LX1179'POINT AND ACCESS TO MARK IS HAD THROUGH A 0.9 FOOT BY 0.5 FOOT
 LX1179'DEPRESSION WHICH IS 0.9 FOOT DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0470 ***********************************************************************
 LX0470  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0470  DESIGNATION -  TIDAL 2 STA 18
 LX0470  PID         -  LX0470
 LX0470  STATE/COUNTY-  CT/MIDDLESEX
 LX0470  USGS QUAD   -  CLINTON (1984)
 LX0470
 LX0470                         *CURRENT SURVEY CONTROL
 LX0470  ___________________________________________________________________
 LX0470* NAD 83(1986)-  41 16 12.     (N)    072 31 40.     (W)     SCALED    
 LX0470* NAVD 88     -         1.450  (meters)       4.76   (feet)  ADJUSTED  
 LX0470  ___________________________________________________________________
 LX0470  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 LX0470  DYNAMIC HT  -           1.450 (meters)       4.76  (feet)  COMP
 LX0470  MODELED GRAV-     980,287.4   (mgal)                       NAVD 88
 LX0470
 LX0470  VERT ORDER  -  FIRST     CLASS I
 LX0470
 LX0470.The horizontal coordinates were scaled from a topographic map and have
 LX0470.an estimated accuracy of +/- 6 seconds.
 LX0470
 LX0470.The orthometric height was determined by differential leveling
 LX0470.and adjusted by the National Geodetic Survey in June 1991..
 LX0470
 LX0470.This Tidal Bench Mark is designated as VM 16731
 LX0470.by the Center for Operational Oceanographic Products and Services.
 LX0470
 LX0470.The geoid height was determined by GEOID03.
 LX0470
 LX0470.The dynamic height is computed by dividing the NAVD 88
 LX0470.geopotential number by the normal gravity value computed on the
 LX0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0470.degrees latitude (g = 980.6199 gals.).
 LX0470
 LX0470.The modeled gravity was interpolated from observed gravity values.
 LX0470
 LX0470;                    North         East    Units  Estimated Accuracy
 LX0470;SPC CT       -   200,920.      323,420.      MT  (+/- 180 meters Scaled)
 LX0470
 LX0470                          SUPERSEDED SURVEY CONTROL
 LX0470
 LX0470  NGVD 29 (??/??/92)    1.77   (m)            5.8    (f) COMPUTED    1 1
 LX0470
 LX0470.Superseded values are not recommended for survey control.
 LX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0470.See file dsdata.txt to determine how the superseded data were derived.
 LX0470
 LX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL070716(NAD 83)
 LX0470_MARKER: DJ = TIDAL STATION DISK
 LX0470_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0470_SP_SET: UNSPECIFIED ROCK
 LX0470_STAMPING: NO 2 1917
 LX0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0470+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 LX0470
 LX0470  HISTORY     - Date     Condition        Report By
 LX0470  HISTORY     - 1917     MONUMENTED       CGS
 LX0470  HISTORY     - 1965     GOOD             NGS
 LX0470  HISTORY     - 19940625 GOOD             USPSQD
 LX0470  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX0470  HISTORY     - 19991215 GOOD             USPSQD
 LX0470  HISTORY     - 20050321 GOOD             AME
 LX0470
 LX0470                          STATION DESCRIPTION
 LX0470
 LX0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0470'AT CLINTON.
 LX0470'AT CLINTON, ABOUT 0.6 MILE SOUTH ALONG COMMERCE STREET FROM THE
 LX0470'POST OFFICE, ABOUT 125 YARDS NORTH OF THE SOUTH END OF COMMERCE
 LX0470'STREET, IN THE FRONT (SOUTH) YARD OF A TWO-STORIED HOUSE WITH
 LX0470'BROWN SHINGLE SIDING, SET IN THE TOP OF A FLAT ROCK WHICH IS
 LX0470'2 1/2 FEET LONG AND 1 1/2 FEET WIDE, 101 FEET EAST OF THE CENTER
 LX0470'LINE OF COMMERCE STREET, 36 FEET SOUTHWEST OF THE SOUTHWEST
 LX0470'CORNER OF THE HOUSE, 38 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LX0470'OF A 5-CAR METAL GARAGE, 8 1/2 FEET NORTHEAST OF THE CENTER
 LX0470'LINE OF A DRIVEWAY AND ABOUT LEVEL WITH THE GROUND.
 LX0470
 LX0470                          STATION RECOVERY (1994)
 LX0470
 LX0470'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0470'RECOVERED IN GOOD CONDITION.
 LX0470
 LX0470                          STATION RECOVERY (1997)
 LX0470
 LX0470'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0470'MARK NOT FOUND.
 LX0470
 LX0470                          STATION RECOVERY (1999)
 LX0470
 LX0470'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0470'RECOVERED IN GOOD CONDITION.
 LX0470
 LX0470                          STATION RECOVERY (2005)
 LX0470
 LX0470'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2005 (NJ)
 LX0470'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0451 ***********************************************************************
 LX0451  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0451  DESIGNATION -  TIDAL 2 STA 19
 LX0451  PID         -  LX0451
 LX0451  STATE/COUNTY-  CT/NEW HAVEN
 LX0451  USGS QUAD   -  CLINTON (1984)
 LX0451
 LX0451                         *CURRENT SURVEY CONTROL
 LX0451  ___________________________________________________________________
 LX0451* NAD 83(1986)-  41 16 10.     (N)    072 36 03.     (W)     SCALED    
 LX0451* NAVD 88     -         2.202  (meters)       7.22   (feet)  ADJUSTED  
 LX0451  ___________________________________________________________________
 LX0451  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX0451  DYNAMIC HT  -           2.201 (meters)       7.22  (feet)  COMP
 LX0451  MODELED GRAV-     980,290.7   (mgal)                       NAVD 88
 LX0451
 LX0451  VERT ORDER  -  FIRST     CLASS I
 LX0451
 LX0451.The horizontal coordinates were scaled from a topographic map and have
 LX0451.an estimated accuracy of +/- 6 seconds.
 LX0451
 LX0451.The orthometric height was determined by differential leveling
 LX0451.and adjusted by the National Geodetic Survey in June 1991..
 LX0451
 LX0451.This Tidal Bench Mark is designated as VM 2252
 LX0451.by the Center for Operational Oceanographic Products and Services.
 LX0451
 LX0451.The geoid height was determined by GEOID03.
 LX0451
 LX0451.The dynamic height is computed by dividing the NAVD 88
 LX0451.geopotential number by the normal gravity value computed on the
 LX0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0451.degrees latitude (g = 980.6199 gals.).
 LX0451
 LX0451.The modeled gravity was interpolated from observed gravity values.
 LX0451
 LX0451;                    North         East    Units  Estimated Accuracy
 LX0451;SPC CT       -   200,840.      317,300.      MT  (+/- 180 meters Scaled)
 LX0451
 LX0451                          SUPERSEDED SURVEY CONTROL
 LX0451
 LX0451  NGVD 29 (??/??/92)    2.51   (m)            8.2    (f) COMPUTED    1 1
 LX0451
 LX0451.Superseded values are not recommended for survey control.
 LX0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0451.See file dsdata.txt to determine how the superseded data were derived.
 LX0451
 LX0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL009714(NAD 83)
 LX0451_MARKER: DJ = TIDAL STATION DISK
 LX0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0451_SP_SET: PIER
 LX0451_STAMPING: 2 1931
 LX0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0451
 LX0451  HISTORY     - Date     Condition        Report By
 LX0451  HISTORY     - 1931     MONUMENTED       CGS
 LX0451  HISTORY     - 1965     GOOD             NGS
 LX0451
 LX0451                          STATION DESCRIPTION
 LX0451
 LX0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0451'0.9 MI S FROM MADISON.
 LX0451'0.3 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0451'MADISON, THENCE 0.6 MILE SOUTH ALONG ISLAND AVENUE, SET ON THE
 LX0451'TOP AND ALONG THE EAST SIDE OF THE STONE PIER AT THE MADISON
 LX0451'BEACH CLUB AT MIDDLE BEACH, 69 FEET NORTH OF THE SOUTH END OF THE
 LX0451'STONE PORTION OF THE PIER, 2.2 FEET WEST OF THE EAST EDGE OF THE
 LX0451'PIER AND LEVEL WITH THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0716 ***********************************************************************
 LW0716  DESIGNATION -  TIDAL 2 STA 2
 LW0716  PID         -  LW0716
 LW0716  STATE/COUNTY-  CT/NEW LONDON
 LW0716  USGS QUAD   -  MYSTIC (1984)
 LW0716
 LW0716                         *CURRENT SURVEY CONTROL
 LW0716  ___________________________________________________________________
 LW0716* NAD 83(1986)-  41 20 48.     (N)    071 58 29.     (W)     SCALED    
 LW0716* NAVD 88     -         2.003  (meters)       6.57   (feet)  ADJUSTED  
 LW0716  ___________________________________________________________________
 LW0716  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW0716  DYNAMIC HT  -           2.002 (meters)       6.57  (feet)  COMP
 LW0716  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0716
 LW0716  VERT ORDER  -  FIRST     CLASS I
 LW0716
 LW0716.The horizontal coordinates were scaled from a topographic map and have
 LW0716.an estimated accuracy of +/- 6 seconds.
 LW0716
 LW0716.The orthometric height was determined by differential leveling
 LW0716.and adjusted by the National Geodetic Survey in June 1991..
 LW0716
 LW0716.The geoid height was determined by GEOID03.
 LW0716
 LW0716.The dynamic height is computed by dividing the NAVD 88
 LW0716.geopotential number by the normal gravity value computed on the
 LW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0716.degrees latitude (g = 980.6199 gals.).
 LW0716
 LW0716.The modeled gravity was interpolated from observed gravity values.
 LW0716
 LW0716;                    North         East    Units  Estimated Accuracy
 LW0716;SPC CT       -   209,700.      369,680.      MT  (+/- 180 meters Scaled)
 LW0716
 LW0716                          SUPERSEDED SURVEY CONTROL
 LW0716
 LW0716  NGVD 29 (??/??/92)    2.29   (m)            7.5    (f) COMPUTED    1 1
 LW0716
 LW0716.Superseded values are not recommended for survey control.
 LW0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0716.See file dsdata.txt to determine how the superseded data were derived.
 LW0716
 LW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF511815(NAD 83)
 LW0716_MARKER: DJ = TIDAL STATION DISK
 LW0716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0716_SP_SET: ABUTMENT
 LW0716_STAMPING: NO 2 1917
 LW0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0716
 LW0716  HISTORY     - Date     Condition        Report By
 LW0716  HISTORY     - 1917     MONUMENTED       CGS
 LW0716  HISTORY     - 1965     GOOD             NGS
 LW0716
 LW0716                          STATION DESCRIPTION
 LW0716
 LW0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0716'0.2 MI NE FROM WEST MYSTIC.
 LW0716'0.2 MILE NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0716'RAILROAD FROM THE POST OFFICE AT WEST MYSTIC, SET ON THE TOP
 LW0716'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 LW0716'BRIDGE NO. 8.86 OVER A SMALL COVE, 4.5 FEET NORTHWEST OF THE
 LW0716'NORTHWEST RAIL, AND 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0707 ***********************************************************************
 LW0707  DESIGNATION -  TIDAL 2 STA 2 A
 LW0707  PID         -  LW0707
 LW0707  STATE/COUNTY-  CT/NEW LONDON
 LW0707  USGS QUAD   -  MYSTIC (1984)
 LW0707
 LW0707                         *CURRENT SURVEY CONTROL
 LW0707  ___________________________________________________________________
 LW0707* NAD 83(1986)-  41 19 32.     (N)    071 59 04.     (W)     SCALED    
 LW0707* NAVD 88     -         2.199  (meters)       7.21   (feet)  ADJUSTED  
 LW0707  ___________________________________________________________________
 LW0707  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW0707  DYNAMIC HT  -           2.198 (meters)       7.21  (feet)  COMP
 LW0707  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW0707
 LW0707  VERT ORDER  -  FIRST     CLASS I
 LW0707
 LW0707.The horizontal coordinates were scaled from a topographic map and have
 LW0707.an estimated accuracy of +/- 6 seconds.
 LW0707
 LW0707.The orthometric height was determined by differential leveling
 LW0707.and adjusted by the National Geodetic Survey in June 1991..
 LW0707
 LW0707.The geoid height was determined by GEOID03.
 LW0707
 LW0707.The dynamic height is computed by dividing the NAVD 88
 LW0707.geopotential number by the normal gravity value computed on the
 LW0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0707.degrees latitude (g = 980.6199 gals.).
 LW0707
 LW0707.The modeled gravity was interpolated from observed gravity values.
 LW0707
 LW0707;                    North         East    Units  Estimated Accuracy
 LW0707;SPC CT       -   207,350.      368,890.      MT  (+/- 180 meters Scaled)
 LW0707
 LW0707                          SUPERSEDED SURVEY CONTROL
 LW0707
 LW0707  NGVD 29 (??/??/92)    2.49   (m)            8.2    (f) COMPUTED    1 1
 LW0707
 LW0707.Superseded values are not recommended for survey control.
 LW0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0707.See file dsdata.txt to determine how the superseded data were derived.
 LW0707
 LW0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF502791(NAD 83)
 LW0707_MARKER: DJ = TIDAL STATION DISK
 LW0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0707_SP_SET: CON PLATFORM
 LW0707_STAMPING: NO 2 1962
 LW0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0707
 LW0707  HISTORY     - Date     Condition        Report By
 LW0707  HISTORY     - 1962     MONUMENTED       CGS
 LW0707  HISTORY     - 1965     GOOD             NGS
 LW0707  HISTORY     - 1987     POOR             USPSQD
 LW0707  HISTORY     - 19900626 GOOD             USPSQD
 LW0707  HISTORY     - 19901227 GOOD             USPSQD
 LW0707
 LW0707                          STATION DESCRIPTION
 LW0707
 LW0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0707'AT NOANK.
 LW0707'AT NOANK, NEAR THE SOUTHEAST END OF FRONT STREET, ON THE
 LW0707'PROPERTY OF THE UNIVERSITY OF CONNECTICUT MARINE RESEARCH
 LW0707'LABORATORY, ABOUT 222 FEET SOUTHEAST OF THE CENTER OF THE
 LW0707'INTERSECTION OF MAIN AND FRONT STREET, SET ON THE TOP AND 3 1/2
 LW0707'FEET SOUTHWEST OF THE NORTHEAST CORNER OF A CONCRETE PLATFORM
 LW0707'IN THE REAR OF LABORATORY, 48 FEET EAST OF THE EAST SIDE OF MAIN
 LW0707'PART OF BUILDING AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0707
 LW0707                          STATION RECOVERY (1987)
 LW0707
 LW0707'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0707'MARK RECOVERED IN POOR CONDITION.
 LW0707
 LW0707                          STATION RECOVERY (1990)
 LW0707
 LW0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0707'RECOVERED IN GOOD CONDITION.
 LW0707
 LW0707                          STATION RECOVERY (1990)
 LW0707
 LW0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0391 ***********************************************************************
 LX0391  DESIGNATION -  TIDAL 2 STA 25
 LX0391  PID         -  LX0391
 LX0391  STATE/COUNTY-  CT/NEW HAVEN
 LX0391  USGS QUAD   -  NEW HAVEN (1984)
 LX0391
 LX0391                         *CURRENT SURVEY CONTROL
 LX0391  ___________________________________________________________________
 LX0391* NAD 83(1986)-  41 17 49.     (N)    072 54 50.     (W)     SCALED    
 LX0391* NAVD 88     -         1.731  (meters)       5.68   (feet)  ADJUSTED  
 LX0391  ___________________________________________________________________
 LX0391  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0391  DYNAMIC HT  -           1.730 (meters)       5.68  (feet)  COMP
 LX0391  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 LX0391
 LX0391  VERT ORDER  -  FIRST     CLASS I
 LX0391
 LX0391.The horizontal coordinates were scaled from a topographic map and have
 LX0391.an estimated accuracy of +/- 6 seconds.
 LX0391
 LX0391.The orthometric height was determined by differential leveling
 LX0391.and adjusted by the National Geodetic Survey in June 1991..
 LX0391
 LX0391.The geoid height was determined by GEOID03.
 LX0391
 LX0391.The dynamic height is computed by dividing the NAVD 88
 LX0391.geopotential number by the normal gravity value computed on the
 LX0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0391.degrees latitude (g = 980.6199 gals.).
 LX0391
 LX0391.The modeled gravity was interpolated from observed gravity values.
 LX0391
 LX0391;                    North         East    Units  Estimated Accuracy
 LX0391;SPC CT       -   203,900.      291,070.      MT  (+/- 180 meters Scaled)
 LX0391
 LX0391                          SUPERSEDED SURVEY CONTROL
 LX0391
 LX0391  NGVD 29 (??/??/92)    2.05   (m)            6.7    (f) COMPUTED    1 1
 LX0391
 LX0391.Superseded values are not recommended for survey control.
 LX0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0391.See file dsdata.txt to determine how the superseded data were derived.
 LX0391
 LX0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL746738(NAD 83)
 LX0391_MARKER: DJ = TIDAL STATION DISK
 LX0391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0391_SP_SET: SEAWALL
 LX0391_STAMPING: NO 2 1917
 LX0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0391
 LX0391  HISTORY     - Date     Condition        Report By
 LX0391  HISTORY     - 1917     MONUMENTED       CGS
 LX0391  HISTORY     - 1965     GOOD             NGS
 LX0391
 LX0391                          STATION DESCRIPTION
 LX0391
 LX0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0391'AT NEW HAVEN.
 LX0391'AT NEW HAVEN, AT THE NEW HAVEN HARBOR, AT THE OLD CITY DOCK,
 LX0391'ABOUT 95 YARDS SOUTHWEST ALONG THE SEAWALL FROM THE EXTREME
 LX0391'SOUTH END OF HAMILTON STREET, 109 FEET NORTHEAST OF A SHARP
 LX0391'TURN IN THE SEAWALL AND SET IN THE TOP OF A LARGE FLAT ROCK
 LX0391'WHICH IS PART OF THE SEAWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0902 ***********************************************************************
 LX0902  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0902  DESIGNATION -  TIDAL 2 STA 26
 LX0902  PID         -  LX0902
 LX0902  STATE/COUNTY-  CT/NEW HAVEN
 LX0902  USGS QUAD   -  MILFORD (1984)
 LX0902
 LX0902                         *CURRENT SURVEY CONTROL
 LX0902  ___________________________________________________________________
 LX0902* NAD 83(1986)-  41 12 37.     (N)    073 02 54.     (W)     SCALED    
 LX0902* NAVD 88     -         1.471  (meters)       4.83   (feet)  ADJUSTED  
 LX0902  ___________________________________________________________________
 LX0902  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0902  DYNAMIC HT  -           1.470 (meters)       4.82  (feet)  COMP
 LX0902  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX0902
 LX0902  VERT ORDER  -  FIRST     CLASS I
 LX0902
 LX0902.The horizontal coordinates were scaled from a topographic map and have
 LX0902.an estimated accuracy of +/- 6 seconds.
 LX0902
 LX0902.The orthometric height was determined by differential leveling
 LX0902.and adjusted by the National Geodetic Survey in June 1991..
 LX0902
 LX0902.This Tidal Bench Mark is designated as VM 2274
 LX0902.by the Center for Operational Oceanographic Products and Services.
 LX0902
 LX0902.The geoid height was determined by GEOID03.
 LX0902
 LX0902.The dynamic height is computed by dividing the NAVD 88
 LX0902.geopotential number by the normal gravity value computed on the
 LX0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0902.degrees latitude (g = 980.6199 gals.).
 LX0902
 LX0902.The modeled gravity was interpolated from observed gravity values.
 LX0902
 LX0902;                    North         East    Units  Estimated Accuracy
 LX0902;SPC CT       -   194,310.      279,780.      MT  (+/- 180 meters Scaled)
 LX0902
 LX0902                          SUPERSEDED SURVEY CONTROL
 LX0902
 LX0902  NGVD 29 (??/??/92)    1.80   (m)            5.9    (f) COMPUTED    1 1
 LX0902
 LX0902.Superseded values are not recommended for survey control.
 LX0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0902.See file dsdata.txt to determine how the superseded data were derived.
 LX0902
 LX0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL636639(NAD 83)
 LX0902_MARKER: DJ = TIDAL STATION DISK
 LX0902_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0902_SP_SET: UNSPECIFIED ROCK
 LX0902_STAMPING: NO 2 1917
 LX0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0902+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2004
 LX0902
 LX0902  HISTORY     - Date     Condition        Report By
 LX0902  HISTORY     - 1917     MONUMENTED       CGS
 LX0902  HISTORY     - 1965     GOOD             NGS
 LX0902  HISTORY     - 20040328 GOOD             USPSQD
 LX0902
 LX0902                          STATION DESCRIPTION
 LX0902
 LX0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0902'AT MILFORD.
 LX0902'AT MILFORD, ABOUT 0.8 MILE SOUTH ALONG GULF STREET FROM THE
 LX0902'INTERSECTION OF NEW HAVEN AVENUE AT MILFORD, ABOUT 150 YARDS
 LX0902'WEST OF THE SOUTHWEST CORNER OF THE NEW BRIDGE OVER GULF POND,
 LX0902'NEAR THE WEST END OF AN EAST-WEST JETTY, SET IN THE TOP OF THE
 LX0902'NORTHWEST CORNER OF A LARGE FLAT ROCK WHICH IS 10 FEET LONG AND
 LX0902'4 FEET WIDE, 12 FEET WEST OF THE WEST FACE OF THE CONCRETE BASE
 LX0902'FOR A HARBOR LIGHT AND ABOUT LEVEL WITH THE BEACH.  NOTE-- ROCK
 LX0902'IS LOOSE ON TOP OF OTHER ROCKS AND MAY NOT HOLD AN ELEVATION.
 LX0902'USE WITH CAUTION.
 LX0902
 LX0902                          STATION RECOVERY (2004)
 LX0902
 LX0902'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1169 ***********************************************************************
 LX1169  TIDAL BM    -  This is a Tidal Bench Mark.
 LX1169  DESIGNATION -  TIDAL 2 STA 33
 LX1169  PID         -  LX1169
 LX1169  STATE/COUNTY-  CT/FAIRFIELD
 LX1169  USGS QUAD   -  STAMFORD (1984)
 LX1169
 LX1169                         *CURRENT SURVEY CONTROL
 LX1169  ___________________________________________________________________
 LX1169* NAD 83(1986)-  41 01 04.     (N)    073 35 33.     (W)     SCALED    
 LX1169* NAVD 88     -         0.958  (meters)       3.14   (feet)  ADJUSTED  
 LX1169  ___________________________________________________________________
 LX1169  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX1169  DYNAMIC HT  -           0.957 (meters)       3.14  (feet)  COMP
 LX1169  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LX1169
 LX1169  VERT ORDER  -  FIRST     CLASS I
 LX1169
 LX1169.The horizontal coordinates were scaled from a topographic map and have
 LX1169.an estimated accuracy of +/- 6 seconds.
 LX1169
 LX1169.The orthometric height was determined by differential leveling
 LX1169.and adjusted by the National Geodetic Survey in June 1991..
 LX1169
 LX1169.This Tidal Bench Mark is designated as VM 7459
 LX1169.by the Center for Operational Oceanographic Products and Services.
 LX1169
 LX1169.The geoid height was determined by GEOID03.
 LX1169
 LX1169.The dynamic height is computed by dividing the NAVD 88
 LX1169.geopotential number by the normal gravity value computed on the
 LX1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1169.degrees latitude (g = 980.6199 gals.).
 LX1169
 LX1169.The modeled gravity was interpolated from observed gravity values.
 LX1169
 LX1169;                    North         East    Units  Estimated Accuracy
 LX1169;SPC CT       -   173,230.      233,940.      MT  (+/- 180 meters Scaled)
 LX1169
 LX1169                          SUPERSEDED SURVEY CONTROL
 LX1169
 LX1169  NGVD 29 (??/??/92)    1.29   (m)            4.2    (f) COMPUTED    1 1
 LX1169
 LX1169.Superseded values are not recommended for survey control.
 LX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1169.See file dsdata.txt to determine how the superseded data were derived.
 LX1169
 LX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL183416(NAD 83)
 LX1169_MARKER: DJ = TIDAL STATION DISK
 LX1169_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX1169_SP_SET: UNSPECIFIED ROCK
 LX1169_STAMPING: NO 2 1933
 LX1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1169
 LX1169  HISTORY     - Date     Condition        Report By
 LX1169  HISTORY     - 1933     MONUMENTED       CGS
 LX1169  HISTORY     - 1965     GOOD             NGS
 LX1169
 LX1169                          STATION DESCRIPTION
 LX1169
 LX1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1169'2.3 MI SW FROM RIVERSIDE.
 LX1169'1.15 MILES SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE
 LX1169'AT RIVERSIDE, THENCE 1.15 SOUTHWEST ALONG INDIAN HEAD ROAD,
 LX1169'ON THE MISSES LOWTHER ESTATE, ALONG THE EAST SHORE OF THE
 LX1169'ENTRANCE TO THE COS COB HARBOR, SET ON THE TOP AND ABOUT IN
 LX1169'THE CENTER OF ROCK WHICH IS ON THE NORTHEAST SIDE OF STONE
 LX1169'ENCLOSED GRASSY DOCK AT PLACE LOCALLY CALLED INDIAN HEAD,
 LX1169'102 FEET SOUTHEAST OF THE NORTH CORNER OF THE DOCK, 11.5 FEET
 LX1169'NORTHEAST OF THE NORTHEAST SIDE OF DOCK WHICH IS COVERED AT
 LX1169'HIGH TIDE, 100 FEET SOUTHEAST OF BM 1, 130 FEET NORTHWEST OF
 LX1169'THE CENTER LINE OF A BLACK TOP ROAD LEADING TO A HOUSE AND
 LX1169'ABOUT 5 FEET ABOVE THE LEVEL OF THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0093 ***********************************************************************
 LX0093  DESIGNATION -  TIDAL 2 STA 8
 LX0093  PID         -  LX0093
 LX0093  STATE/COUNTY-  CT/MIDDLESEX
 LX0093  USGS QUAD   -  OLD LYME (1976)
 LX0093
 LX0093                         *CURRENT SURVEY CONTROL
 LX0093  ___________________________________________________________________
 LX0093* NAD 83(1986)-  41 16 19.     (N)    072 20 40.     (W)     SCALED    
 LX0093* NAVD 88     -         2.336  (meters)       7.66   (feet)  ADJUSTED  
 LX0093  ___________________________________________________________________
 LX0093  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0093  DYNAMIC HT  -           2.335 (meters)       7.66  (feet)  COMP
 LX0093  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 LX0093
 LX0093  VERT ORDER  -  FIRST     CLASS I
 LX0093
 LX0093.The horizontal coordinates were scaled from a topographic map and have
 LX0093.an estimated accuracy of +/- 6 seconds.
 LX0093
 LX0093.The orthometric height was determined by differential leveling
 LX0093.and adjusted by the National Geodetic Survey in June 1991..
 LX0093
 LX0093.The geoid height was determined by GEOID03.
 LX0093
 LX0093.The dynamic height is computed by dividing the NAVD 88
 LX0093.geopotential number by the normal gravity value computed on the
 LX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0093.degrees latitude (g = 980.6199 gals.).
 LX0093
 LX0093.The modeled gravity was interpolated from observed gravity values.
 LX0093
 LX0093;                    North         East    Units  Estimated Accuracy
 LX0093;SPC CT       -   201,190.      338,780.      MT  (+/- 180 meters Scaled)
 LX0093
 LX0093                          SUPERSEDED SURVEY CONTROL
 LX0093
 LX0093  NGVD 29 (??/??/92)    2.65   (m)            8.7    (f) COMPUTED    1 1
 LX0093
 LX0093.Superseded values are not recommended for survey control.
 LX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0093.See file dsdata.txt to determine how the superseded data were derived.
 LX0093
 LX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL224723(NAD 83)
 LX0093_MARKER: DJ = TIDAL STATION DISK
 LX0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0093_SP_SET: SEA WALL
 LX0093_STAMPING: 2 1938
 LX0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0093
 LX0093  HISTORY     - Date     Condition        Report By
 LX0093  HISTORY     - 1938     MONUMENTED       CGS
 LX0093  HISTORY     - 1965     GOOD             NGS
 LX0093  HISTORY     - 1988     GOOD             USPSQD
 LX0093  HISTORY     - 19891216 GOOD             USPSQD
 LX0093  HISTORY     - 19970127 GOOD             USPSQD
 LX0093
 LX0093                          STATION DESCRIPTION
 LX0093
 LX0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0093'3.4 MI SE FROM OLD SAYBROOK.
 LX0093'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE
 LX0093'TOWN HALL AT OLD SAYBROOK, THENCE 0.9 MILE EAST AND SOUTH ALONG
 LX0093'NIBANG AVENUE AND A GRAVELED ROAD WHICH FOLLOWS THE SHORE LINE,
 LX0093'AT THE U.S. COAST GUARD STATION AT LYNDE POINT, SET ON THE TOP
 LX0093'OF THE SOUTHWEST CORNER OF A STONE SEA WALL, 78 FEET SOUTHWEST
 LX0093'OF THE SOUTHWEST CORNER OF THE LIGHTHOUSE, 33 FEET WEST OF THE
 LX0093'WEST END OF A CONCRETE CAP ON TOP OF SEA WALL, 32 1/2 FEET WEST
 LX0093'OF A FLAGPOLE AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 LX0093'NOTE-- SAYBROOK JETTY, CONNECTICUT RIVER ENTRANCE.
 LX0093
 LX0093                          STATION RECOVERY (1988)
 LX0093
 LX0093'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0093'RECOVERED IN GOOD CONDITION.
 LX0093
 LX0093                          STATION RECOVERY (1989)
 LX0093
 LX0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0093'RECOVERED IN GOOD CONDITION.
 LX0093
 LX0093                          STATION RECOVERY (1997)
 LX0093
 LX0093'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0717 ***********************************************************************
 LW0717  DESIGNATION -  TIDAL 3 STA 2
 LW0717  PID         -  LW0717
 LW0717  STATE/COUNTY-  CT/NEW LONDON
 LW0717  USGS QUAD   -  MYSTIC (1984)
 LW0717
 LW0717                         *CURRENT SURVEY CONTROL
 LW0717  ___________________________________________________________________
 LW0717* NAD 83(1986)-  41 20 50.     (N)    071 58 29.     (W)     SCALED    
 LW0717* NAVD 88     -         3.124  (meters)      10.25   (feet)  ADJUSTED  
 LW0717  ___________________________________________________________________
 LW0717  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW0717  DYNAMIC HT  -           3.123 (meters)      10.25  (feet)  COMP
 LW0717  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0717
 LW0717  VERT ORDER  -  FIRST     CLASS I
 LW0717
 LW0717.The horizontal coordinates were scaled from a topographic map and have
 LW0717.an estimated accuracy of +/- 6 seconds.
 LW0717
 LW0717.The orthometric height was determined by differential leveling
 LW0717.and adjusted by the National Geodetic Survey in June 1991..
 LW0717
 LW0717.The geoid height was determined by GEOID03.
 LW0717
 LW0717.The dynamic height is computed by dividing the NAVD 88
 LW0717.geopotential number by the normal gravity value computed on the
 LW0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0717.degrees latitude (g = 980.6199 gals.).
 LW0717
 LW0717.The modeled gravity was interpolated from observed gravity values.
 LW0717
 LW0717;                    North         East    Units  Estimated Accuracy
 LW0717;SPC CT       -   209,760.      369,680.      MT  (+/- 180 meters Scaled)
 LW0717
 LW0717                          SUPERSEDED SURVEY CONTROL
 LW0717
 LW0717  NGVD 29 (??/??/92)    3.42   (m)           11.2    (f) COMPUTED    1 1
 LW0717
 LW0717.Superseded values are not recommended for survey control.
 LW0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0717.See file dsdata.txt to determine how the superseded data were derived.
 LW0717
 LW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF511815(NAD 83)
 LW0717_MARKER: DJ = TIDAL STATION DISK
 LW0717_SETTING: 66 = SET IN ROCK OUTCROP
 LW0717_SP_SET: BEDROCK
 LW0717_STAMPING: NO 3 1917
 LW0717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0717+STABILITY: POSITION/ELEVATION WELL
 LW0717
 LW0717  HISTORY     - Date     Condition        Report By
 LW0717  HISTORY     - 1917     MONUMENTED       CGS
 LW0717  HISTORY     - 1965     GOOD             NGS
 LW0717  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW0717
 LW0717                          STATION DESCRIPTION
 LW0717
 LW0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0717'0.2 MI NE FROM WEST MYSTIC.
 LW0717'0.15 MILE NORTHEAST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW0717'RAILROAD FROM THE POST OFFICE AT WEST MYSTIC, ABOUT 291 FEET
 LW0717'NORTHEAST OF THE CENTER OF RAILROAD BRIDGE NO. 8.86, SET ON THE
 LW0717'TOP OF THE HIGHEST PART OF A LARGE MASS OF EXPOSED BEDROCK,
 LW0717'65.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF MAIN TRACK, 45 FEET
 LW0717'NORTHWEST OF WATER EDGE OF THE MYSTIC RIVER, 2 FEET SOUTH OF THE
 LW0717'NORTH END OF THE ROCK AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 LW0717'TRACK.
 LW0717
 LW0717                          STATION RECOVERY (1987)
 LW0717
 LW0717'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0706 ***********************************************************************
 LW0706  DESIGNATION -  TIDAL 3 STA 2 A
 LW0706  PID         -  LW0706
 LW0706  STATE/COUNTY-  CT/NEW LONDON
 LW0706  USGS QUAD   -  MYSTIC (1984)
 LW0706
 LW0706                         *CURRENT SURVEY CONTROL
 LW0706  ___________________________________________________________________
 LW0706* NAD 83(1986)-  41 19 31.     (N)    071 59 04.     (W)     SCALED    
 LW0706* NAVD 88     -         2.940  (meters)       9.65   (feet)  ADJUSTED  
 LW0706  ___________________________________________________________________
 LW0706  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LW0706  DYNAMIC HT  -           2.939 (meters)       9.64  (feet)  COMP
 LW0706  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW0706
 LW0706  VERT ORDER  -  FIRST     CLASS I
 LW0706
 LW0706.The horizontal coordinates were scaled from a topographic map and have
 LW0706.an estimated accuracy of +/- 6 seconds.
 LW0706
 LW0706.The orthometric height was determined by differential leveling
 LW0706.and adjusted by the National Geodetic Survey in June 1991..
 LW0706
 LW0706.The geoid height was determined by GEOID03.
 LW0706
 LW0706.The dynamic height is computed by dividing the NAVD 88
 LW0706.geopotential number by the normal gravity value computed on the
 LW0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0706.degrees latitude (g = 980.6199 gals.).
 LW0706
 LW0706.The modeled gravity was interpolated from observed gravity values.
 LW0706
 LW0706;                    North         East    Units  Estimated Accuracy
 LW0706;SPC CT       -   207,320.      368,890.      MT  (+/- 180 meters Scaled)
 LW0706
 LW0706                          SUPERSEDED SURVEY CONTROL
 LW0706
 LW0706  NGVD 29 (??/??/92)    3.23   (m)           10.6    (f) COMPUTED    1 1
 LW0706
 LW0706.Superseded values are not recommended for survey control.
 LW0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0706.See file dsdata.txt to determine how the superseded data were derived.
 LW0706
 LW0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF502791(NAD 83)
 LW0706_MARKER: DJ = TIDAL STATION DISK
 LW0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0706_SP_SET: SIDEWALK
 LW0706_STAMPING: NO 3 1962
 LW0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0706
 LW0706  HISTORY     - Date     Condition        Report By
 LW0706  HISTORY     - 1962     MONUMENTED       CGS
 LW0706  HISTORY     - 1965     GOOD             NGS
 LW0706  HISTORY     - 1987     GOOD             USPSQD
 LW0706  HISTORY     - 19900626 GOOD             USPSQD
 LW0706  HISTORY     - 19901227 GOOD             USPSQD
 LW0706  HISTORY     - 20000107 MARK NOT FOUND   USPSQD
 LW0706
 LW0706                          STATION DESCRIPTION
 LW0706
 LW0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0706'AT NOANK.
 LW0706'AT NOANK, AT THE INTERSECTION OF MAIN AND FRONT STREET, SET IN
 LW0706'THE TOP OF CONCRETE SIDEWALK ALONG EAST SIDE OF FRONT STREET,
 LW0706'55 FEET NORTH OF THE CENTER LINE OF MAIN STREET, 1.0 FOOT EAST
 LW0706'OF THE EAST CURB OF FRONT STREET AND LEVEL WITH THE SIDEWALK.
 LW0706
 LW0706                          STATION RECOVERY (1987)
 LW0706
 LW0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0706'RECOVERED IN GOOD CONDITION.
 LW0706
 LW0706                          STATION RECOVERY (1990)
 LW0706
 LW0706'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0706'RECOVERED IN GOOD CONDITION.
 LW0706
 LW0706                          STATION RECOVERY (1990)
 LW0706
 LW0706'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0706'RECOVERED IN GOOD CONDITION.
 LW0706
 LW0706                          STATION RECOVERY (2000)
 LW0706
 LW0706'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0900 ***********************************************************************
 LX0900  CBN         -  This is a Cooperative Base Network Control Station.
 LX0900  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0900  DESIGNATION -  TIDAL 3 STA 26
 LX0900  PID         -  LX0900
 LX0900  STATE/COUNTY-  CT/NEW HAVEN
 LX0900  USGS QUAD   -  MILFORD (1984)
 LX0900
 LX0900                         *CURRENT SURVEY CONTROL
 LX0900  ___________________________________________________________________
 LX0900* NAD 83(1996)-  41 12 38.38672(N)    073 02 48.16279(W)     ADJUSTED  
 LX0900* NAVD 88     -         2.213  (meters)       7.26   (feet)  ADJUSTED  
 LX0900  ___________________________________________________________________
 LX0900  X           -   1,401,154.465 (meters)                     COMP
 LX0900  Y           -  -4,596,368.982 (meters)                     COMP
 LX0900  Z           -   4,180,033.435 (meters)                     COMP
 LX0900  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LX0900  ELLIP HEIGHT-         -27.66  (meters)          (06/22/01) GPS OBS
 LX0900  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0900  DYNAMIC HT  -           2.212 (meters)       7.26  (feet)  COMP
 LX0900  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 LX0900
 LX0900  HORZ ORDER  -  A
 LX0900  VERT ORDER  -  FIRST     CLASS I
 LX0900  ELLP ORDER  -  FOURTH    CLASS I
 LX0900
 LX0900.The horizontal coordinates were established by GPS observations
 LX0900.and adjusted by the National Geodetic Survey in June 2001..
 LX0900
 LX0900.The orthometric height was determined by differential leveling
 LX0900.and adjusted by the National Geodetic Survey in June 1991..
 LX0900
 LX0900.This Tidal Bench Mark is designated as VM 2275
 LX0900.by the Center for Operational Oceanographic Products and Services.
 LX0900
 LX0900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX0900
 LX0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0900
 LX0900.The ellipsoidal height was determined by GPS observations
 LX0900.and is referenced to NAD 83.
 LX0900
 LX0900.The geoid height was determined by GEOID03.
 LX0900
 LX0900.The dynamic height is computed by dividing the NAVD 88
 LX0900.geopotential number by the normal gravity value computed on the
 LX0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0900.degrees latitude (g = 980.6199 gals.).
 LX0900
 LX0900.The modeled gravity was interpolated from observed gravity values.
 LX0900
 LX0900;                    North         East     Units Scale Factor Converg.
 LX0900;SPC CT       -   194,348.148   279,916.428   MT  0.99999894   -0 11 48.3
 LX0900;SPC CT       -   637,623.88    918,359.15   sFT  0.99999894   -0 11 48.3
 LX0900;UTM  18      - 4,563,982.456   663,754.613   MT  0.99993003   +1 17 13.8
 LX0900
 LX0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0900!SPC CT       -   1.00000434  x   0.99999894  =   1.00000328
 LX0900!UTM  18      -   1.00000434  x   0.99993003  =   0.99993437
 LX0900
 LX0900                          SUPERSEDED SURVEY CONTROL
 LX0900
 LX0900  NAVD 88 (06/22/01)    2.21   (m)            7.3    (f) LEVELING    3  
 LX0900  NGVD 29 (??/??/92)    2.54   (m)            8.3    (f) COMPUTED    1 1
 LX0900
 LX0900.Superseded values are not recommended for survey control.
 LX0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0900.See file dsdata.txt to determine how the superseded data were derived.
 LX0900
 LX0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6375563982(NAD 83)
 LX0900_MARKER: DJ = TIDAL STATION DISK
 LX0900_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0900_SP_SET: BRIDGE WINGWALL
 LX0900_STAMPING: NO 3 1917
 LX0900_MARK LOGO: CGS   
 LX0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0900+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX0900
 LX0900  HISTORY     - Date     Condition        Report By
 LX0900  HISTORY     - 1917     MONUMENTED       CGS
 LX0900  HISTORY     - 1965     GOOD             NGS
 LX0900  HISTORY     - 20001121 GOOD             CTGS
 LX0900  HISTORY     - 20010716 GOOD             CTGS
 LX0900  HISTORY     - 20040328 GOOD             USPSQD
 LX0900  HISTORY     - 20050410 GOOD             CTGS
 LX0900
 LX0900                          STATION DESCRIPTION
 LX0900
 LX0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0900'AT MILFORD.
 LX0900'AT MILFORD, ABOUT 0.8 MILE SOUTH ALONG GULF STREET FROM THE
 LX0900'INTERSECTION OF NEW HAVEN AVENUE, NEAR THE MOUTH OF MILFORD
 LX0900'HARBOR, 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW
 LX0900'CONCRETE BRIDGE OVER GULF POND, SET IN THE TOP OF THE SOUTHWEST
 LX0900'STONE WING WALL OF THE OLD STEEL BRIDGE OVER GULF POND, 52 1/2
 LX0900'FEET SOUTH OF THE SOUTHWEST CORNER OF THE OLD BRIDGE, 5.3 FEET
 LX0900'NORTH OF THE SOUTH END OF THE WING WALL AND 4 FEET BELOW THE
 LX0900'LEVEL OF THE STREET.
 LX0900
 LX0900                          STATION RECOVERY (2000)
 LX0900
 LX0900'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX0900'A CGS TIDAL MARK DISK, STAMPED NO 3 1917 , SET IN THE TOP OF THE
 LX0900'SOUTHWEST STONE WING WALL OF THE OLD STEEL BRIDGE OVER GULF
 LX0900'POND AT MILFORD, ABOUT 0.8 MILE SOUTH ALONG GULF STREET FROM
 LX0900'THE INTERSECTION OF NEW HAVEN AVENUE, NEAR THE MOUTH OF MILFORD
 LX0900'HARBOR, 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE NEW
 LX0900'CONCRETE BRIDGE OVER GULF POND, 52 1/2 FEET SOUTH OF THE
 LX0900'SOUTHWEST CORNER OF THE OLD BRIDGE, 5.3 FEET NORTH OF THE SOUTH
 LX0900'END OF THE WING WALL, 4 FEET BELOW THE LEVEL OF THE STREET.
 LX0900'TIDAL STATION 26, CONNECTICUT, MILFORD, MILFORD HARBOR
 LX0900'WIDE OPEN FOR GPS.  07/25/2000  BONGI
 LX0900'2 LEG SET-UP FOR GPS (FIXED TRIPOD). 7/19/00 CTGS/DMC
 LX0900'
 LX0900
 LX0900                          STATION RECOVERY (2001)
 LX0900
 LX0900'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2001 (DM)
 LX0900'RECOVERED AS DESCRIBED.
 LX0900'
 LX0900
 LX0900                          STATION RECOVERY (2004)
 LX0900
 LX0900'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDM)
 LX0900'RECOVERED IN GOOD CONDITION.
 LX0900
 LX0900                          STATION RECOVERY (2005)
 LX0900
 LX0900'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX0900'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1170 ***********************************************************************
 LX1170  TIDAL BM    -  This is a Tidal Bench Mark.
 LX1170  DESIGNATION -  TIDAL 3 STA 33
 LX1170  PID         -  LX1170
 LX1170  STATE/COUNTY-  CT/FAIRFIELD
 LX1170  USGS QUAD   -  STAMFORD (1984)
 LX1170
 LX1170                         *CURRENT SURVEY CONTROL
 LX1170  ___________________________________________________________________
 LX1170* NAD 83(1986)-  41 01 04.     (N)    073 35 33.     (W)     SCALED    
 LX1170* NAVD 88     -         1.842  (meters)       6.04   (feet)  ADJUSTED  
 LX1170  ___________________________________________________________________
 LX1170  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX1170  DYNAMIC HT  -           1.842 (meters)       6.04  (feet)  COMP
 LX1170  MODELED GRAV-     980,283.3   (mgal)                       NAVD 88
 LX1170
 LX1170  VERT ORDER  -  FIRST     CLASS I
 LX1170
 LX1170.The horizontal coordinates were scaled from a topographic map and have
 LX1170.an estimated accuracy of +/- 6 seconds.
 LX1170
 LX1170.The orthometric height was determined by differential leveling
 LX1170.and adjusted by the National Geodetic Survey in June 1991..
 LX1170
 LX1170.This Tidal Bench Mark is designated as VM 7460
 LX1170.by the Center for Operational Oceanographic Products and Services.
 LX1170
 LX1170.The geoid height was determined by GEOID03.
 LX1170
 LX1170.The dynamic height is computed by dividing the NAVD 88
 LX1170.geopotential number by the normal gravity value computed on the
 LX1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1170.degrees latitude (g = 980.6199 gals.).
 LX1170
 LX1170.The modeled gravity was interpolated from observed gravity values.
 LX1170
 LX1170;                    North         East    Units  Estimated Accuracy
 LX1170;SPC CT       -   173,230.      233,940.      MT  (+/- 180 meters Scaled)
 LX1170
 LX1170                          SUPERSEDED SURVEY CONTROL
 LX1170
 LX1170  NGVD 29 (??/??/92)    2.18   (m)            7.2    (f) COMPUTED    1 1
 LX1170
 LX1170.Superseded values are not recommended for survey control.
 LX1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1170.See file dsdata.txt to determine how the superseded data were derived.
 LX1170
 LX1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL183416(NAD 83)
 LX1170_MARKER: DJ = TIDAL STATION DISK
 LX1170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1170_SP_SET: MASONRY WALL
 LX1170_STAMPING: NO 3 1933
 LX1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1170
 LX1170  HISTORY     - Date     Condition        Report By
 LX1170  HISTORY     - 1933     MONUMENTED       CGS
 LX1170  HISTORY     - 1965     GOOD             NGS
 LX1170
 LX1170                          STATION DESCRIPTION
 LX1170
 LX1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1170'2.3 MI SW FROM RIVERSIDE.
 LX1170'1.15 MILES SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE
 LX1170'AT RIVERSIDE, THENCE 1.15 MILES SOUTHWEST ALONG INDIAN HEAD
 LX1170'ROAD, ON THE MISSES LOWTHER ESTATE, SET ON THE TOP OF A MASONRY
 LX1170'WALL ALONG THE SOUTHWEST SIDE OF AN INCLOSED GRASSY DOCK, ALONG
 LX1170'THE EAST SHORE AT THE ENTRANCE TO COS COB HARBOR, 75.5 FEET
 LX1170'SOUTHEAST OF THE WEST CORNER OF THE DOCK, 151 FEET
 LX1170'NORTH-NORTHWEST OF THE SOUTH CORNER OF THE DOCK, 93.6 FEET
 LX1170'SOUTHWEST OF AND ACROSS THE DOCK FROM BM 2, 1.2 FEET NORTHEAST
 LX1170'OF THE SOUTHWEST SIDE OF DOCK AND LEVEL WITH THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0096 ***********************************************************************
 LX0096  DESIGNATION -  TIDAL 3 STA 8
 LX0096  PID         -  LX0096
 LX0096  STATE/COUNTY-  CT/MIDDLESEX
 LX0096  USGS QUAD   -  OLD LYME (1976)
 LX0096
 LX0096                         *CURRENT SURVEY CONTROL
 LX0096  ___________________________________________________________________
 LX0096* NAD 83(1986)-  41 16 09.     (N)    072 20 36.     (W)     SCALED    
 LX0096* NAVD 88     -         1.667  (meters)       5.47   (feet)  ADJUSTED  
 LX0096  ___________________________________________________________________
 LX0096  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0096  DYNAMIC HT  -           1.666 (meters)       5.47  (feet)  COMP
 LX0096  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX0096
 LX0096  VERT ORDER  -  FIRST     CLASS I
 LX0096
 LX0096.The horizontal coordinates were scaled from a topographic map and have
 LX0096.an estimated accuracy of +/- 6 seconds.
 LX0096
 LX0096.The orthometric height was determined by differential leveling
 LX0096.and adjusted by the National Geodetic Survey in June 1991..
 LX0096
 LX0096.The geoid height was determined by GEOID03.
 LX0096
 LX0096.The dynamic height is computed by dividing the NAVD 88
 LX0096.geopotential number by the normal gravity value computed on the
 LX0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0096.degrees latitude (g = 980.6199 gals.).
 LX0096
 LX0096.The modeled gravity was interpolated from observed gravity values.
 LX0096
 LX0096;                    North         East    Units  Estimated Accuracy
 LX0096;SPC CT       -   200,880.      338,880.      MT  (+/- 180 meters Scaled)
 LX0096
 LX0096                          SUPERSEDED SURVEY CONTROL
 LX0096
 LX0096  NGVD 29 (??/??/92)    1.98   (m)            6.5    (f) COMPUTED    1 1
 LX0096
 LX0096.Superseded values are not recommended for survey control.
 LX0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0096.See file dsdata.txt to determine how the superseded data were derived.
 LX0096
 LX0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL225720(NAD 83)
 LX0096_MARKER: DJ = TIDAL STATION DISK
 LX0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0096_SP_SET: BUILDING
 LX0096_STAMPING: 3 1938
 LX0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0096
 LX0096  HISTORY     - Date     Condition        Report By
 LX0096  HISTORY     - 1938     MONUMENTED       CGS
 LX0096  HISTORY     - 1965     GOOD             NGS
 LX0096  HISTORY     - 1988     GOOD             USPSQD
 LX0096  HISTORY     - 19891216 GOOD             USPSQD
 LX0096  HISTORY     - 19970127 GOOD             USPSQD
 LX0096
 LX0096                          STATION DESCRIPTION
 LX0096
 LX0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0096'3.5 MI SE FROM OLD SAYBROOK.
 LX0096'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE
 LX0096'TOWN HALL AT OLD SAYBROOK, THENCE 1.0 MILE EAST AND SOUTH ALONG
 LX0096'NIBANG AVENUE AND A GRAVELED ROAD WHICH FOLLOWS THE SHORE LINE,
 LX0096'ABOUT 0.1 MILE SOUTH ALONG THE BEACH FROM THE LYNDE POINT COAST
 LX0096'GUARD STATION AND LIGHTHOUSE, SET ON THE TOP OF THE NORTHWEST END
 LX0096'OF THE CONCRETE PORTION OF THE JETTY WHICH LEADS TO THE SAYBROOK
 LX0096'BREAKWATER LIGHTHOUSE, 5 FEET SOUTHEAST OF THE NORTHWEST END OF
 LX0096'THE CONCRETE PART OF THE JETTY AND 2 FEET ABOVE THE LEVEL OF
 LX0096'THE GROUND.  NOTE-- SAYBROOK JETTY, CONNECTICUT RIVER ENTRANCE.
 LX0096
 LX0096                          STATION RECOVERY (1988)
 LX0096
 LX0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0096'RECOVERED IN GOOD CONDITION.
 LX0096
 LX0096                          STATION RECOVERY (1989)
 LX0096
 LX0096'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0096'RECOVERED IN GOOD CONDITION.
 LX0096
 LX0096                          STATION RECOVERY (1997)
 LX0096
 LX0096'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0794 ***********************************************************************
 LX0794  DESIGNATION -  TIDAL 4 STA 31
 LX0794  PID         -  LX0794
 LX0794  STATE/COUNTY-  CT/FAIRFIELD
 LX0794  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0794
 LX0794                         *CURRENT SURVEY CONTROL
 LX0794  ___________________________________________________________________
 LX0794* NAD 83(1986)-  41 05 13.     (N)    073 24 07.     (W)     SCALED    
 LX0794* NAVD 88     -         2.600  (meters)       8.53   (feet)  ADJUSTED  
 LX0794  ___________________________________________________________________
 LX0794  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0794  DYNAMIC HT  -           2.599 (meters)       8.53  (feet)  COMP
 LX0794  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 LX0794
 LX0794  VERT ORDER  -  FIRST     CLASS I
 LX0794
 LX0794.The horizontal coordinates were scaled from a topographic map and have
 LX0794.an estimated accuracy of +/- 6 seconds.
 LX0794
 LX0794.The orthometric height was determined by differential leveling
 LX0794.and adjusted by the National Geodetic Survey in June 1991..
 LX0794
 LX0794.The geoid height was determined by GEOID03.
 LX0794
 LX0794.The dynamic height is computed by dividing the NAVD 88
 LX0794.geopotential number by the normal gravity value computed on the
 LX0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0794.degrees latitude (g = 980.6199 gals.).
 LX0794
 LX0794.The modeled gravity was interpolated from observed gravity values.
 LX0794
 LX0794;                    North         East    Units  Estimated Accuracy
 LX0794;SPC CT       -   180,770.      250,020.      MT  (+/- 180 meters Scaled)
 LX0794
 LX0794                          SUPERSEDED SURVEY CONTROL
 LX0794
 LX0794  NGVD 29 (??/??/92)    2.93   (m)            9.6    (f) COMPUTED    1 1
 LX0794
 LX0794.Superseded values are not recommended for survey control.
 LX0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0794.See file dsdata.txt to determine how the superseded data were derived.
 LX0794
 LX0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL342496(NAD 83)
 LX0794_MARKER: DJ = TIDAL STATION DISK
 LX0794_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0794_SP_SET: BUILDING FOUNDATION
 LX0794_STAMPING: 4 1916
 LX0794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0794
 LX0794  HISTORY     - Date     Condition        Report By
 LX0794  HISTORY     - 1916     MONUMENTED       CGS
 LX0794  HISTORY     - 1965     GOOD             NGS
 LX0794
 LX0794                          STATION DESCRIPTION
 LX0794
 LX0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0794'1.2 MI S FROM EAST NORWALK.
 LX0794'1.2 MILES SOUTH ALONG GREGORY BLVD. FROM ITS INTERSECTION OF
 LX0794'STATE HIGHWAY 136 AT EAST NORWALK, NEAR THE ENTRANCE TO THE
 LX0794'SHORE AND COUNTRY CLUB, NEAR GREGORY POINT, SET VERTICALLY IN
 LX0794'THE WEST FACE OF THE ROCK AND MASONRY FOUNDATION OF THE SHORE
 LX0794'AND COUNTRY CLUB WOODEN BUILDING, 37.6 FEET EAST OF THE EAST
 LX0794'EDGE OF CONCRETE SEA WALL ALONG THE EAST SIDE OF THE NORWALK
 LX0794'HARBOR, 1.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST WING
 LX0794'OF THE BUILDING, 0.3 FOOT BELOW THE WOODEN SILL AND 1.3 FEET
 LX0794'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0481 ***********************************************************************
 LX0481  DESIGNATION -  TIDAL 5 STA 12
 LX0481  PID         -  LX0481
 LX0481  STATE/COUNTY-  CT/MIDDLESEX
 LX0481  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0481
 LX0481                         *CURRENT SURVEY CONTROL
 LX0481  ___________________________________________________________________
 LX0481* NAD 83(1986)-  41 30 13.     (N)    072 33 13.     (W)     SCALED    
 LX0481* NAVD 88     -         4.577  (meters)      15.02   (feet)  ADJUSTED  
 LX0481  ___________________________________________________________________
 LX0481  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX0481  DYNAMIC HT  -           4.576 (meters)      15.01  (feet)  COMP
 LX0481  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 LX0481
 LX0481  VERT ORDER  -  SECOND    CLASS 0
 LX0481
 LX0481.The horizontal coordinates were scaled from a topographic map and have
 LX0481.an estimated accuracy of +/- 6 seconds.
 LX0481
 LX0481.The orthometric height was determined by differential leveling
 LX0481.and adjusted by the National Geodetic Survey in June 1991..
 LX0481
 LX0481.The geoid height was determined by GEOID03.
 LX0481
 LX0481.The dynamic height is computed by dividing the NAVD 88
 LX0481.geopotential number by the normal gravity value computed on the
 LX0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0481.degrees latitude (g = 980.6199 gals.).
 LX0481
 LX0481.The modeled gravity was interpolated from observed gravity values.
 LX0481
 LX0481;                    North         East    Units  Estimated Accuracy
 LX0481;SPC CT       -   226,860.      321,200.      MT  (+/- 180 meters Scaled)
 LX0481
 LX0481                          SUPERSEDED SURVEY CONTROL
 LX0481
 LX0481  NGVD 29 (??/??/92)    4.88   (m)           16.0    (f) COMPUTED    2 0
 LX0481
 LX0481.Superseded values are not recommended for survey control.
 LX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0481.See file dsdata.txt to determine how the superseded data were derived.
 LX0481
 LX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL041975(NAD 83)
 LX0481_MARKER: DB = BENCH MARK DISK
 LX0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0481_SP_SET: BRIDGE SEAT
 LX0481_STAMPING: NO 5 1917
 LX0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0481
 LX0481  HISTORY     - Date     Condition        Report By
 LX0481  HISTORY     - 1917     MONUMENTED       CGS
 LX0481  HISTORY     - 1935     GOOD             NGS
 LX0481  HISTORY     - 1951     GOOD             NGS
 LX0481  HISTORY     - 1972     GOOD             CTGS
 LX0481  HISTORY     - 19980309 GOOD             USPSQD
 LX0481
 LX0481                          STATION DESCRIPTION
 LX0481
 LX0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0481'AT HIGGANUM.
 LX0481'AT HIGGANUM, MIDDLESEX COUNTY, 0.2 MILE NORTH OF THE NEW YORK,
 LX0481'NEW HAVEN AND HARTFORD RAILROAD STATION, AT BRIDGE 21.49, IN THE
 LX0481'TOP OF THE EAST SIDE OF THE NORTH BRIDGE SEAT, 9 FEET EAST OF
 LX0481'THE CENTERLINE OF THE TRACK, AND ABOUT 3 1/2 FEET LOWER THAN
 LX0481'THE TRACK.
 LX0481
 LX0481                          STATION RECOVERY (1951)
 LX0481
 LX0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LX0481'RECOVERED IN GOOD CONDITION.
 LX0481
 LX0481                          STATION RECOVERY (1972)
 LX0481
 LX0481'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0481'RECOVERED IN GOOD CONDITION.
 LX0481
 LX0481                          STATION RECOVERY (1998)
 LX0481
 LX0481'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0517 ***********************************************************************
 LX0517  DESIGNATION -  TIDAL 5 STA 17
 LX0517  PID         -  LX0517
 LX0517  STATE/COUNTY-  CT/HARTFORD
 LX0517  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0517
 LX0517                         *CURRENT SURVEY CONTROL
 LX0517  ___________________________________________________________________
 LX0517* NAD 83(1986)-  41 46 20.     (N)    072 40 40.     (W)     SCALED    
 LX0517* NAVD 88     -        15.645  (meters)      51.33   (feet)  POSTED    
 LX0517  ___________________________________________________________________
 LX0517  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX0517  DYNAMIC HT  -          15.640 (meters)      51.31  (feet)  COMP
 LX0517  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 LX0517
 LX0517  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0517
 LX0517.The horizontal coordinates were scaled from a topographic map and have
 LX0517.an estimated accuracy of +/- 6 seconds.
 LX0517
 LX0517.The orthometric height was determined by differential leveling
 LX0517.and adjusted by the National Geodetic Survey in 1992..
 LX0517.No vertical observational check was made to the station.
 LX0517.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0517.was located on a no-check spur therefore a value was not computed.
 LX0517
 LX0517.The geoid height was determined by GEOID03.
 LX0517
 LX0517.The dynamic height is computed by dividing the NAVD 88
 LX0517.geopotential number by the normal gravity value computed on the
 LX0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0517.degrees latitude (g = 980.6199 gals.).
 LX0517
 LX0517.The modeled gravity was interpolated from observed gravity values.
 LX0517
 LX0517;                    North         East    Units  Estimated Accuracy
 LX0517;SPC CT       -   256,680.      310,810.      MT  (+/- 180 meters Scaled)
 LX0517
 LX0517                          SUPERSEDED SURVEY CONTROL
 LX0517
 LX0517.No superseded survey control is available for this station.
 LX0517
 LX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM930270(NAD 83)
 LX0517_MARKER: Z = SEE DESCRIPTION
 LX0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0517_SP_SET: GRANITE STEP
 LX0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0517
 LX0517  HISTORY     - Date     Condition        Report By
 LX0517  HISTORY     - UNK      MONUMENTED       CGS
 LX0517  HISTORY     - 1923     GOOD             NGS
 LX0517
 LX0517                          STATION DESCRIPTION
 LX0517
 LX0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0517'IN HARTFORD.
 LX0517'IS SET IN HARTFORD POST OFFICE IN THIRD GRANITE STEP LEADING TO
 LX0517'BASEMENT ON N SIDE WHICH IS ON STATE ST.  THERE IS A CELLAR COALING
 LX0517'DOOR DIRECTLY AT HEAD OF THESE STEPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0094 ***********************************************************************
 LX0094  DESIGNATION -  TIDAL 5 STA 8
 LX0094  PID         -  LX0094
 LX0094  STATE/COUNTY-  CT/MIDDLESEX
 LX0094  USGS QUAD   -  OLD LYME (1976)
 LX0094
 LX0094                         *CURRENT SURVEY CONTROL
 LX0094  ___________________________________________________________________
 LX0094* NAD 83(1986)-  41 16 15.     (N)    072 20 34.     (W)     SCALED    
 LX0094* NAVD 88     -         1.424  (meters)       4.67   (feet)  ADJUSTED  
 LX0094  ___________________________________________________________________
 LX0094  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0094  DYNAMIC HT  -           1.423 (meters)       4.67  (feet)  COMP
 LX0094  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX0094
 LX0094  VERT ORDER  -  FIRST     CLASS I
 LX0094
 LX0094.The horizontal coordinates were scaled from a topographic map and have
 LX0094.an estimated accuracy of +/- 6 seconds.
 LX0094
 LX0094.The orthometric height was determined by differential leveling
 LX0094.and adjusted by the National Geodetic Survey in June 1991..
 LX0094
 LX0094.The geoid height was determined by GEOID03.
 LX0094
 LX0094.The dynamic height is computed by dividing the NAVD 88
 LX0094.geopotential number by the normal gravity value computed on the
 LX0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0094.degrees latitude (g = 980.6199 gals.).
 LX0094
 LX0094.The modeled gravity was interpolated from observed gravity values.
 LX0094
 LX0094;                    North         East    Units  Estimated Accuracy
 LX0094;SPC CT       -   201,070.      338,920.      MT  (+/- 180 meters Scaled)
 LX0094
 LX0094                          SUPERSEDED SURVEY CONTROL
 LX0094
 LX0094  NGVD 29 (??/??/92)    1.73   (m)            5.7    (f) COMPUTED    1 1
 LX0094
 LX0094.Superseded values are not recommended for survey control.
 LX0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0094.See file dsdata.txt to determine how the superseded data were derived.
 LX0094
 LX0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL225722(NAD 83)
 LX0094_MARKER: DJ = TIDAL STATION DISK
 LX0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0094_SP_SET: WALL
 LX0094_STAMPING: 5 1938
 LX0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0094
 LX0094  HISTORY     - Date     Condition        Report By
 LX0094  HISTORY     - 1938     MONUMENTED       CGS
 LX0094  HISTORY     - 1965     GOOD             NGS
 LX0094  HISTORY     - 1988     GOOD             USPSQD
 LX0094  HISTORY     - 19891216 GOOD             USPSQD
 LX0094  HISTORY     - 19900505 GOOD             USPSQD
 LX0094  HISTORY     - 19970127 GOOD             USPSQD
 LX0094
 LX0094                          STATION DESCRIPTION
 LX0094
 LX0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0094'3.5 MI SE FROM OLD SAYBROOK.
 LX0094'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE
 LX0094'TOWN HALL AT OLD SAYBROOK, THENCE 1.0 MILES EAST AND SOUTH ALONG
 LX0094'NIBANG AVENUE AND A GRAVELED ROAD WHICH FOLLOWS THE SHORE LINE,
 LX0094'ABOUT 0.1 MILE WEST OF THE LYNDE POINT COAST GUARD STATION
 LX0094'AND LIGHTHOUSE, SET ON THE TOP OF THE NORTHEAST CORNER OF THE
 LX0094'CONCRETE WALL OF A CISTERN (A DUG WELL), 62 FEET NORTH OF AND
 LX0094'ACROSS THE ROAD FROM THE NORTHWEST CORNER OF THE THIRD HOUSE
 LX0094'EAST OF THE WEST END OF THE ROAD, 21 FEET NORTH OF THE CENTER
 LX0094'LINE OF THE ROAD, 2.8 FEET WEST OF THE WEST WALL OF A TWO CAR
 LX0094'GARAGE, ABOUT LEVEL WITH THE ROAD AND 0.2 FOOT ABOVE THE LEVEL OF
 LX0094'THE GROUND.  NOTE-- SAYBROOK JETTY, CONNECTICUT RIVER ENTRANCE.
 LX0094
 LX0094                          STATION RECOVERY (1988)
 LX0094
 LX0094'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0094'RECOVERED IN GOOD CONDITION.
 LX0094
 LX0094                          STATION RECOVERY (1989)
 LX0094
 LX0094'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0094'RECOVERED IN GOOD CONDITION.
 LX0094
 LX0094                          STATION RECOVERY (1990)
 LX0094
 LX0094'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0094'RECOVERED IN GOOD CONDITION.
 LX0094
 LX0094                          STATION RECOVERY (1997)
 LX0094
 LX0094'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0482 ***********************************************************************
 LX0482  DESIGNATION -  TIDAL 6 STA 12
 LX0482  PID         -  LX0482
 LX0482  STATE/COUNTY-  CT/MIDDLESEX
 LX0482  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0482
 LX0482                         *CURRENT SURVEY CONTROL
 LX0482  ___________________________________________________________________
 LX0482* NAD 83(1986)-  41 30 05.     (N)    072 33 07.     (W)     SCALED    
 LX0482* NAVD 88     -         5.366  (meters)      17.61   (feet)  ADJUSTED  
 LX0482  ___________________________________________________________________
 LX0482  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0482  DYNAMIC HT  -           5.364 (meters)      17.60  (feet)  COMP
 LX0482  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LX0482
 LX0482  VERT ORDER  -  SECOND    CLASS 0
 LX0482
 LX0482.The horizontal coordinates were scaled from a topographic map and have
 LX0482.an estimated accuracy of +/- 6 seconds.
 LX0482
 LX0482.The orthometric height was determined by differential leveling
 LX0482.and adjusted by the National Geodetic Survey in June 1991..
 LX0482
 LX0482.The geoid height was determined by GEOID03.
 LX0482
 LX0482.The dynamic height is computed by dividing the NAVD 88
 LX0482.geopotential number by the normal gravity value computed on the
 LX0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0482.degrees latitude (g = 980.6199 gals.).
 LX0482
 LX0482.The modeled gravity was interpolated from observed gravity values.
 LX0482
 LX0482;                    North         East    Units  Estimated Accuracy
 LX0482;SPC CT       -   226,610.      321,340.      MT  (+/- 180 meters Scaled)
 LX0482
 LX0482                          SUPERSEDED SURVEY CONTROL
 LX0482
 LX0482.No superseded survey control is available for this station.
 LX0482
 LX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL043973(NAD 83)
 LX0482_MARKER: DB = BENCH MARK DISK
 LX0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0482_SP_SET: RETAINING WALL
 LX0482_STAMPING: NO 6 1917
 LX0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0482
 LX0482  HISTORY     - Date     Condition        Report By
 LX0482  HISTORY     - 1917     MONUMENTED       CGS
 LX0482  HISTORY     - 1935     GOOD             NGS
 LX0482  HISTORY     - 1952     GOOD             USGS
 LX0482  HISTORY     - 1972     GOOD             CTGS
 LX0482  HISTORY     - 19980309 GOOD             USPSQD
 LX0482
 LX0482                          STATION DESCRIPTION
 LX0482
 LX0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0482'AT HIGGANUM.
 LX0482'AT HIGGANUM, MIDDLESEX COUNTY, 300 FEET NORTH OF THE NEW YORK,
 LX0482'NEW HAVEN AND HARTFORD RAILROAD STATION, IN THE TOP OF THE CENTER
 LX0482'OF A MASONRY RETAINING WALL, AND 21 FEET EAST OF THE EAST RAIL.
 LX0482
 LX0482                          STATION RECOVERY (1952)
 LX0482
 LX0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LX0482'RECOVERED IN GOOD CONDITION.
 LX0482
 LX0482                          STATION RECOVERY (1972)
 LX0482
 LX0482'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0482'RECOVERED IN GOOD CONDITION.
 LX0482
 LX0482                          STATION RECOVERY (1998)
 LX0482
 LX0482'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1156 ***********************************************************************
 LX1156  DESIGNATION -  TIDAL 6 STA 34
 LX1156  PID         -  LX1156
 LX1156  STATE/COUNTY-  CT/FAIRFIELD
 LX1156  USGS QUAD   -  STAMFORD (1984)
 LX1156
 LX1156                         *CURRENT SURVEY CONTROL
 LX1156  ___________________________________________________________________
 LX1156* NAD 83(1986)-  41 00 40.     (N)    073 37 20.     (W)     SCALED    
 LX1156* NAVD 88     -         3.900  (meters)      12.80   (feet)  ADJUSTED  
 LX1156  ___________________________________________________________________
 LX1156  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 LX1156  DYNAMIC HT  -           3.898 (meters)      12.79  (feet)  COMP
 LX1156  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LX1156
 LX1156  VERT ORDER  -  FIRST     CLASS I
 LX1156
 LX1156.The horizontal coordinates were scaled from a topographic map and have
 LX1156.an estimated accuracy of +/- 6 seconds.
 LX1156
 LX1156.The orthometric height was determined by differential leveling
 LX1156.and adjusted by the National Geodetic Survey in June 1991..
 LX1156
 LX1156.The geoid height was determined by GEOID03.
 LX1156
 LX1156.The dynamic height is computed by dividing the NAVD 88
 LX1156.geopotential number by the normal gravity value computed on the
 LX1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1156.degrees latitude (g = 980.6199 gals.).
 LX1156
 LX1156.The modeled gravity was interpolated from observed gravity values.
 LX1156
 LX1156;                    North         East    Units  Estimated Accuracy
 LX1156;SPC CT       -   172,510.      231,430.      MT  (+/- 180 meters Scaled)
 LX1156
 LX1156                          SUPERSEDED SURVEY CONTROL
 LX1156
 LX1156  NGVD 29 (??/??/92)    4.24   (m)           13.9    (f) COMPUTED    1 1
 LX1156
 LX1156.Superseded values are not recommended for survey control.
 LX1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1156.See file dsdata.txt to determine how the superseded data were derived.
 LX1156
 LX1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL158409(NAD 83)
 LX1156_MARKER: DJ = TIDAL STATION DISK
 LX1156_SETTING: 66 = SET IN ROCK OUTCROP
 LX1156_SP_SET: ROCK LEDGE
 LX1156_STAMPING: TIDAL 6 ELEV 13.888 FT
 LX1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1156+STABILITY: POSITION/ELEVATION WELL
 LX1156
 LX1156  HISTORY     - Date     Condition        Report By
 LX1156  HISTORY     - UNK      MONUMENTED       CGS
 LX1156  HISTORY     - 1965     GOOD             NGS
 LX1156
 LX1156                          STATION DESCRIPTION
 LX1156
 LX1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX1156'0.8 MI S FROM GREENWICH.
 LX1156'0.85 MILE SOUTH ALONG GREENWICH AVENUE FROM THE POST OFFICE AT
 LX1156'GREENWICH, AT THE EXTREME SOUTH END OF GREENWICH AVENUE, EAST
 LX1156'AND ACROSS GREENWICH AVENUE FROM THE INDIAN HARBOR YATCH CLUB,
 LX1156'SET ON THE TOP AND ABOUT 3 1/2 FEET EAST OF THE HIGHEST PART OF
 LX1156'A ROCK LEDGE COVERED WITH VINES AND ON THE PROPERTY OF MR. LOUIS
 LX1156'N. BROCKWAY, 6 1/2 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 LX1156'ROCK, 13 FEET EAST OF THE CENTER OF A WOODEN GATE IN A WOODEN
 LX1156'FENCE, 2.1 FEET SOUTHEAST OF A PIPE RAILING ALONG SIDEWALK, 25.5
 LX1156'FEET EAST OF THE EAST CURB OF GREENWICH AVENUE, 2 FEET SOUTHWEST
 LX1156'OF THE SOUTHWEST SIDE OF A 24-INCH LOCUST TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0095 ***********************************************************************
 LX0095  DESIGNATION -  TIDAL 6 STA 8
 LX0095  PID         -  LX0095
 LX0095  STATE/COUNTY-  CT/MIDDLESEX
 LX0095  USGS QUAD   -  OLD LYME (1976)
 LX0095
 LX0095                         *CURRENT SURVEY CONTROL
 LX0095  ___________________________________________________________________
 LX0095* NAD 83(1986)-  41 16 13.     (N)    072 20 36.     (W)     SCALED    
 LX0095* NAVD 88     -         1.275  (meters)       4.18   (feet)  ADJUSTED  
 LX0095  ___________________________________________________________________
 LX0095  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX0095  DYNAMIC HT  -           1.275 (meters)       4.18  (feet)  COMP
 LX0095  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX0095
 LX0095  VERT ORDER  -  FIRST     CLASS I
 LX0095
 LX0095.The horizontal coordinates were scaled from a topographic map and have
 LX0095.an estimated accuracy of +/- 6 seconds.
 LX0095
 LX0095.The orthometric height was determined by differential leveling
 LX0095.and adjusted by the National Geodetic Survey in June 1991..
 LX0095
 LX0095.The geoid height was determined by GEOID03.
 LX0095
 LX0095.The dynamic height is computed by dividing the NAVD 88
 LX0095.geopotential number by the normal gravity value computed on the
 LX0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0095.degrees latitude (g = 980.6199 gals.).
 LX0095
 LX0095.The modeled gravity was interpolated from observed gravity values.
 LX0095
 LX0095;                    North         East    Units  Estimated Accuracy
 LX0095;SPC CT       -   201,010.      338,880.      MT  (+/- 180 meters Scaled)
 LX0095
 LX0095                          SUPERSEDED SURVEY CONTROL
 LX0095
 LX0095  NGVD 29 (??/??/92)    1.58   (m)            5.2    (f) COMPUTED    1 1
 LX0095
 LX0095.Superseded values are not recommended for survey control.
 LX0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0095.See file dsdata.txt to determine how the superseded data were derived.
 LX0095
 LX0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL225721(NAD 83)
 LX0095_MARKER: DJ = TIDAL STATION DISK
 LX0095_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0095_SP_SET: UNSPECIFIED ROCK
 LX0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0095
 LX0095  HISTORY     - Date     Condition        Report By
 LX0095  HISTORY     - UNK      MONUMENTED       CGS
 LX0095  HISTORY     - 1965     GOOD             NGS
 LX0095  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0095
 LX0095                          STATION DESCRIPTION
 LX0095
 LX0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0095'3.5 MI SE FROM OLD SAYBROOK.
 LX0095'ABOUT 2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 154 FROM THE
 LX0095'TOWN HALL AT OLD SAYBROOK, THENCE 1.0 MILE EAST AND SOUTH ALONG
 LX0095'NIBANG AVENUE AND A GRAVELED ROAD WHICH FOLLOWS THE SHORE
 LX0095'LINE, ABOUT 0.1 MILE WEST OF THE LYNDE POINT LIGHTHOUSE, SET
 LX0095'IN THE TOP OF A SLOPING ROCK, 115 FEET SOUTH OF THE CENTER LINE
 LX0095'OF THE ROAD, 72 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LX0095'A TWO-STORIED FRAME HOUSE WITH BLUE TRIM, 50 FEET SOUTHWEST
 LX0095'OF THE SOUTHWEST CORNER OF THE PORCH OF A 1 1/2 STORY HOUSE
 LX0095'WITH RED TRIM AND ABOUT LEVEL WITH THE ROAD AND GROUND.
 LX0095'NOTE-- SAYBROOK JETTY, CONNECTICUT RIVER ENTRANCE.
 LX0095
 LX0095                          STATION RECOVERY (1989)
 LX0095
 LX0095'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0101 ***********************************************************************
 LX0101  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0101  DESIGNATION -  TIDAL 6 STA 9
 LX0101  PID         -  LX0101
 LX0101  STATE/COUNTY-  CT/MIDDLESEX
 LX0101  USGS QUAD   -  OLD LYME (1976)
 LX0101
 LX0101                         *CURRENT SURVEY CONTROL
 LX0101  ___________________________________________________________________
 LX0101* NAD 83(1986)-  41 19 04.     (N)    072 20 59.     (W)     SCALED    
 LX0101* NAVD 88     -         5.782  (meters)      18.97   (feet)  ADJUSTED  
 LX0101  ___________________________________________________________________
 LX0101  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX0101  DYNAMIC HT  -           5.780 (meters)      18.96  (feet)  COMP
 LX0101  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LX0101
 LX0101  VERT ORDER  -  FIRST     CLASS I
 LX0101
 LX0101.The horizontal coordinates were scaled from a topographic map and have
 LX0101.an estimated accuracy of +/- 6 seconds.
 LX0101
 LX0101.The orthometric height was determined by differential leveling
 LX0101.and adjusted by the National Geodetic Survey in June 1991..
 LX0101
 LX0101.This Tidal Bench Mark is designated as VM 2233
 LX0101.by the Center for Operational Oceanographic Products and Services.
 LX0101
 LX0101.The geoid height was determined by GEOID03.
 LX0101
 LX0101.The dynamic height is computed by dividing the NAVD 88
 LX0101.geopotential number by the normal gravity value computed on the
 LX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0101.degrees latitude (g = 980.6199 gals.).
 LX0101
 LX0101.The modeled gravity was interpolated from observed gravity values.
 LX0101
 LX0101;                    North         East    Units  Estimated Accuracy
 LX0101;SPC CT       -   206,280.      338,320.      MT  (+/- 180 meters Scaled)
 LX0101
 LX0101                          SUPERSEDED SURVEY CONTROL
 LX0101
 LX0101  NGVD 29 (??/??/92)    6.09   (m)           20.0    (f) COMPUTED    1 1
 LX0101
 LX0101.Superseded values are not recommended for survey control.
 LX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0101.See file dsdata.txt to determine how the superseded data were derived.
 LX0101
 LX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL218774(NAD 83)
 LX0101_MARKER: DJ = TIDAL STATION DISK
 LX0101_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0101_SP_SET: PIER
 LX0101_STAMPING: NO 6 1958
 LX0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0101
 LX0101  HISTORY     - Date     Condition        Report By
 LX0101  HISTORY     - 1958     MONUMENTED       CGS
 LX0101  HISTORY     - 1965     GOOD             NGS
 LX0101  HISTORY     - 1989     GOOD             USPSQD
 LX0101  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 LX0101
 LX0101                          STATION DESCRIPTION
 LX0101
 LX0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0101'AT OLD SAYBROOK.
 LX0101'AT OLD SAYBROOK, ON THE WEST BANK OF THE CONNECTICUT RIVER,
 LX0101'SET ON THE TOP OF THE SOUTH END OF THE EAST CORNER OF THE
 LX0101'FIRST PIER EAST OF THE WEST END OF THE U.S. HIGHWAY 1 AND
 LX0101'CONNECTICUT TURNPIKE BRIDGE OVER THE CONNECTICUT RIVER, 1.1 FEET
 LX0101'NORTHWEST OF THE SOUTHEAST CORNER OF THE BASE AND 3 1/2 FEET
 LX0101'ABOVE THE LEVEL OF THE GROUND.  NOTE-- LYME HWY BRIDGE, (WEST END)
 LX0101'CONNECTICUT RIVER.
 LX0101
 LX0101                          STATION RECOVERY (1989)
 LX0101
 LX0101'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0101'RECOVERED IN GOOD CONDITION.
 LX0101
 LX0101                          STATION RECOVERY (1991)
 LX0101
 LX0101'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0728 ***********************************************************************
 LW0728  DESIGNATION -  TIDAL 7 STA 1
 LW0728  PID         -  LW0728
 LW0728  STATE/COUNTY-  CT/NEW LONDON
 LW0728  USGS QUAD   -  MYSTIC (1984)
 LW0728
 LW0728                         *CURRENT SURVEY CONTROL
 LW0728  ___________________________________________________________________
 LW0728* NAD 83(1986)-  41 20 02.     (N)    071 54 21.     (W)     SCALED    
 LW0728* NAVD 88     -         6.803  (meters)      22.32   (feet)  ADJUSTED  
 LW0728  ___________________________________________________________________
 LW0728  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0728  DYNAMIC HT  -           6.801 (meters)      22.31  (feet)  COMP
 LW0728  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LW0728
 LW0728  VERT ORDER  -  FIRST     CLASS I
 LW0728
 LW0728.The horizontal coordinates were scaled from a topographic map and have
 LW0728.an estimated accuracy of +/- 6 seconds.
 LW0728
 LW0728.The orthometric height was determined by differential leveling
 LW0728.and adjusted by the National Geodetic Survey in June 1991..
 LW0728
 LW0728.The geoid height was determined by GEOID03.
 LW0728
 LW0728.The dynamic height is computed by dividing the NAVD 88
 LW0728.geopotential number by the normal gravity value computed on the
 LW0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0728.degrees latitude (g = 980.6199 gals.).
 LW0728
 LW0728.The modeled gravity was interpolated from observed gravity values.
 LW0728
 LW0728;                    North         East    Units  Estimated Accuracy
 LW0728;SPC CT       -   208,340.      375,460.      MT  (+/- 180 meters Scaled)
 LW0728
 LW0728                          SUPERSEDED SURVEY CONTROL
 LW0728
 LW0728  NGVD 29 (??/??/92)    7.09   (m)           23.3    (f) COMPUTED    1 1
 LW0728
 LW0728.Superseded values are not recommended for survey control.
 LW0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0728.See file dsdata.txt to determine how the superseded data were derived.
 LW0728
 LW0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF568798(NAD 83)
 LW0728_MARKER: DJ = TIDAL STATION DISK
 LW0728_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0728_SP_SET: STEP
 LW0728_STAMPING: NO 7 1917
 LW0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0728+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 LW0728
 LW0728  HISTORY     - Date     Condition        Report By
 LW0728  HISTORY     - 1917     MONUMENTED       CGS
 LW0728  HISTORY     - 1965     GOOD             NGS
 LW0728  HISTORY     - 19900626 GOOD             USPSQD
 LW0728  HISTORY     - 20000110 GOOD             USPSQD
 LW0728  HISTORY     - 20050509 GOOD             GEOCAC
 LW0728
 LW0728                          STATION DESCRIPTION
 LW0728
 LW0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0728'AT STONINGTON.
 LW0728'AT STONINGTON, ABOUT 0.15 MILE NORTH ALONG MAIN STREET FROM THE
 LW0728'JUNCTION OF BROAD STREET, ACROSS BROAD STREET FROM THE POST
 LW0728'OFFICE, AT THE PUBLIC LIBRARY WHICH IS IN THE CENTER OF A PARK,
 LW0728'SET ON THE TOP OF THE THIRD STONE STEP FROM THE TOP OF THE STONE
 LW0728'STAIRWAY LEADING TO THE LIBRARY BASEMENT ON THE EAST SIDE OF THE
 LW0728'BUILDING, 123 FEET SOUTH OF THE CENTER LINE OF BROAD STREET,
 LW0728'136 FEET WEST OF THE CENTER LINE OF MAIN STREET AND LEVEL WITH
 LW0728'THE TOP OF STEP.
 LW0728
 LW0728                          STATION RECOVERY (1990)
 LW0728
 LW0728'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0728'RECOVERED IN GOOD CONDITION.
 LW0728
 LW0728                          STATION RECOVERY (2000)
 LW0728
 LW0728'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0728'RECOVERED IN GOOD CONDITION.
 LW0728
 LW0728                          STATION RECOVERY (2005)
 LW0728
 LW0728'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0728'HANDHELD COORDINATES ARE N41-20-11.28 W071-54-22.74.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0152 ***********************************************************************
 LX0152  DESIGNATION -  TIDAL 7 STA 4
 LX0152  PID         -  LX0152
 LX0152  STATE/COUNTY-  CT/NEW LONDON
 LX0152  USGS QUAD   -  NEW LONDON (1984)
 LX0152
 LX0152                         *CURRENT SURVEY CONTROL
 LX0152  ___________________________________________________________________
 LX0152* NAD 83(1986)-  41 21 08.     (N)    072 05 43.     (W)     SCALED    
 LX0152* NAVD 88     -         5.480  (meters)      17.98   (feet)  ADJUSTED  
 LX0152  ___________________________________________________________________
 LX0152  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0152  DYNAMIC HT  -           5.478 (meters)      17.97  (feet)  COMP
 LX0152  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LX0152
 LX0152  VERT ORDER  -  FIRST     CLASS I
 LX0152
 LX0152.The horizontal coordinates were scaled from a topographic map and have
 LX0152.an estimated accuracy of +/- 6 seconds.
 LX0152
 LX0152.The orthometric height was determined by differential leveling
 LX0152.and adjusted by the National Geodetic Survey in June 1991..
 LX0152.WARNING-Repeat measurements at this control monument indicate possible
 LX0152.vertical movement.
 LX0152
 LX0152.The geoid height was determined by GEOID03.
 LX0152
 LX0152.The dynamic height is computed by dividing the NAVD 88
 LX0152.geopotential number by the normal gravity value computed on the
 LX0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0152.degrees latitude (g = 980.6199 gals.).
 LX0152
 LX0152.The modeled gravity was interpolated from observed gravity values.
 LX0152
 LX0152;                    North         East    Units  Estimated Accuracy
 LX0152;SPC CT       -   210,230.      359,590.      MT  (+/- 180 meters Scaled)
 LX0152
 LX0152                          SUPERSEDED SURVEY CONTROL
 LX0152
 LX0152  NGVD 29 (??/??/92)    5.77   (m)           18.9    (f) COMPUTED    1 1
 LX0152
 LX0152.Superseded values are not recommended for survey control.
 LX0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0152.See file dsdata.txt to determine how the superseded data were derived.
 LX0152
 LX0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL430819(NAD 83)
 LX0152_MARKER: DB = BENCH MARK DISK
 LX0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0152_SP_SET: SIDEWALK
 LX0152_STAMPING: ELEV 18.970 FT NO 7 1917
 LX0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0152+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 LX0152
 LX0152  HISTORY     - Date     Condition        Report By
 LX0152  HISTORY     - 1917     MONUMENTED       CGS
 LX0152  HISTORY     - 1965     GOOD             NGS
 LX0152  HISTORY     - 1989     GOOD             USPSQD
 LX0152  HISTORY     - 19901219 GOOD             USPSQD
 LX0152  HISTORY     - 20000104 GOOD             USPSQD
 LX0152  HISTORY     - 20051220 GOOD             USPSQD
 LX0152
 LX0152                          STATION DESCRIPTION
 LX0152
 LX0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0152'AT NEW LONDON.
 LX0152'AT NEW LONDON, NEAR THE INTERSECTION OF PEARL AND BANK STREET,
 LX0152'AT THE CUSTOMHOUSE, SET ON THE TOP OF A GRANITE STONE WHICH IS
 LX0152'PART OF THE SIDEWALK AND IS IN LINE WITH THE EAST SIDE OF THE
 LX0152'BUILDING, 147 FEET EAST OF THE APPROXIMATE CENTER OF THE
 LX0152'INTERSECTION OF BANK AND PEARL STREET, 11 FEET SOUTH OF THE SOUTH
 LX0152'CURB OF BANK STREET, 0.9 FOOT NORTHWEST OF THE NORTHEAST
 LX0152'CORNER OF THE BUILDING, 22 FEET EAST OF THE CENTER OF THE
 LX0152'MAIN ENTRANCE ON THE NORTH SIDE OF THE BUILDING AND LEVEL WITH
 LX0152'THE SIDEWALK.
 LX0152
 LX0152                          STATION RECOVERY (1989)
 LX0152
 LX0152'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0152'RECOVERED IN GOOD CONDITION.
 LX0152
 LX0152                          STATION RECOVERY (1990)
 LX0152
 LX0152'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0152'RECOVERED IN GOOD CONDITION.
 LX0152
 LX0152                          STATION RECOVERY (2000)
 LX0152
 LX0152'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0152'RECOVERED IN GOOD CONDITION.
 LX0152
 LX0152                          STATION RECOVERY (2005)
 LX0152
 LX0152'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0100 ***********************************************************************
 LX0100  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0100  DESIGNATION -  TIDAL 7 STA 9
 LX0100  PID         -  LX0100
 LX0100  STATE/COUNTY-  CT/MIDDLESEX
 LX0100  USGS QUAD   -  OLD LYME (1976)
 LX0100
 LX0100                         *CURRENT SURVEY CONTROL
 LX0100  ___________________________________________________________________
 LX0100* NAD 83(1986)-  41 18 47.     (N)    072 21 12.     (W)     SCALED    
 LX0100* NAVD 88     -         6.112  (meters)      20.05   (feet)  ADJUSTED  
 LX0100  ___________________________________________________________________
 LX0100  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0100  DYNAMIC HT  -           6.110 (meters)      20.05  (feet)  COMP
 LX0100  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 LX0100
 LX0100  VERT ORDER  -  FIRST     CLASS I
 LX0100
 LX0100.The horizontal coordinates were scaled from a topographic map and have
 LX0100.an estimated accuracy of +/- 6 seconds.
 LX0100
 LX0100.The orthometric height was determined by differential leveling
 LX0100.and adjusted by the National Geodetic Survey in June 1991..
 LX0100
 LX0100.This Tidal Bench Mark is designated as VM 2234
 LX0100.by the Center for Operational Oceanographic Products and Services.
 LX0100
 LX0100.The geoid height was determined by GEOID03.
 LX0100
 LX0100.The dynamic height is computed by dividing the NAVD 88
 LX0100.geopotential number by the normal gravity value computed on the
 LX0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0100.degrees latitude (g = 980.6199 gals.).
 LX0100
 LX0100.The modeled gravity was interpolated from observed gravity values.
 LX0100
 LX0100;                    North         East    Units  Estimated Accuracy
 LX0100;SPC CT       -   205,750.      338,020.      MT  (+/- 180 meters Scaled)
 LX0100
 LX0100                          SUPERSEDED SURVEY CONTROL
 LX0100
 LX0100  NGVD 29 (??/??/92)    6.42   (m)           21.1    (f) COMPUTED    1 1
 LX0100
 LX0100.Superseded values are not recommended for survey control.
 LX0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0100.See file dsdata.txt to determine how the superseded data were derived.
 LX0100
 LX0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL215768(NAD 83)
 LX0100_MARKER: DJ = TIDAL STATION DISK
 LX0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0100_SP_SET: WALL
 LX0100_STAMPING: NO 7 1958
 LX0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0100+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2004
 LX0100
 LX0100  HISTORY     - Date     Condition        Report By
 LX0100  HISTORY     - 1958     MONUMENTED       CGS
 LX0100  HISTORY     - 1965     GOOD             NGS
 LX0100  HISTORY     - 1988     GOOD             USPSQD
 LX0100  HISTORY     - 1988     GOOD             USPSQD
 LX0100  HISTORY     - 1989     GOOD             USPSQD
 LX0100  HISTORY     - 1990     GOOD             USPSQD
 LX0100  HISTORY     - 1991     GOOD             USPSQD
 LX0100  HISTORY     - 19970118 GOOD             USPSQD
 LX0100  HISTORY     - 20041112 GOOD             USPSQD
 LX0100
 LX0100                          STATION DESCRIPTION
 LX0100
 LX0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0100'AT OLD SAYBROOK.
 LX0100'AT OLD SAYBROOK, ABOUT 0.4 MILE SOUTH ALONG FERRY ROAD FROM THE
 LX0100'WEST END OF THE U.S. HIGHWAY 1 AND CONNECTICUT TURNPIKE BRIDGE
 LX0100'OVER THE CONNECTICUT RIVER, ABOUT 75 YARDS SOUTHEAST OF THE
 LX0100'JUNCTION OF FERRY ROAD AND CLARK STREET, SET ON THE TOP OF A
 LX0100'CONCRETE WALL ALONG THE WEST SIDE OF THE SAYBROOK MARINE SERVICE,
 LX0100'18 FEET EAST OF THE CENTER LINE OF CLARK STREET, 4.9 FEET SOUTH
 LX0100'OF THE SOUTHWEST CORNER OF THE CONCRETE BUILDING OF THE MARINE
 LX0100'SERVICE AND 1/2 FOOT ABOVE THE LEVEL OF THE STREET.  NOTE-- LYME
 LX0100'HIGHWAY BRIDGE (WEST END) CONNECTICUT RIVER.
 LX0100
 LX0100                          STATION RECOVERY (1988)
 LX0100
 LX0100'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0100'RECOVERED IN GOOD CONDITION.
 LX0100
 LX0100                          STATION RECOVERY (1988)
 LX0100
 LX0100'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0100'RECOVERED IN GOOD CONDITION.
 LX0100
 LX0100                          STATION RECOVERY (1989)
 LX0100
 LX0100'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0100'RECOVERED IN GOOD CONDITION.
 LX0100
 LX0100                          STATION RECOVERY (1990)
 LX0100
 LX0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0100'RECOVERED IN GOOD CONDITION.
 LX0100
 LX0100                          STATION RECOVERY (1991)
 LX0100
 LX0100'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX0100'RECOVERED IN GOOD CONDITION.
 LX0100
 LX0100                          STATION RECOVERY (1997)
 LX0100
 LX0100'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0100'RECOVERED IN GOOD CONDITION.
 LX0100
 LX0100                          STATION RECOVERY (2004)
 LX0100
 LX0100'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0730 ***********************************************************************
 LW0730  DESIGNATION -  TIDAL 8 A STA 1
 LW0730  PID         -  LW0730
 LW0730  STATE/COUNTY-  CT/NEW LONDON
 LW0730  USGS QUAD   -  MYSTIC (1984)
 LW0730
 LW0730                         *CURRENT SURVEY CONTROL
 LW0730  ___________________________________________________________________
 LW0730* NAD 83(1986)-  41 20 04.     (N)    071 54 21.     (W)     SCALED    
 LW0730* NAVD 88     -         6.208  (meters)      20.37   (feet)  ADJUSTED  
 LW0730  ___________________________________________________________________
 LW0730  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0730  DYNAMIC HT  -           6.206 (meters)      20.36  (feet)  COMP
 LW0730  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LW0730
 LW0730  VERT ORDER  -  FIRST     CLASS I
 LW0730
 LW0730.The horizontal coordinates were scaled from a topographic map and have
 LW0730.an estimated accuracy of +/- 6 seconds.
 LW0730
 LW0730.The orthometric height was determined by differential leveling
 LW0730.and adjusted by the National Geodetic Survey in June 1991..
 LW0730
 LW0730.The geoid height was determined by GEOID03.
 LW0730
 LW0730.The dynamic height is computed by dividing the NAVD 88
 LW0730.geopotential number by the normal gravity value computed on the
 LW0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0730.degrees latitude (g = 980.6199 gals.).
 LW0730
 LW0730.The modeled gravity was interpolated from observed gravity values.
 LW0730
 LW0730;                    North         East    Units  Estimated Accuracy
 LW0730;SPC CT       -   208,400.      375,460.      MT  (+/- 180 meters Scaled)
 LW0730
 LW0730                          SUPERSEDED SURVEY CONTROL
 LW0730
 LW0730  NGVD 29 (??/??/92)    6.50   (m)           21.3    (f) COMPUTED    1 1
 LW0730
 LW0730.Superseded values are not recommended for survey control.
 LW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0730.See file dsdata.txt to determine how the superseded data were derived.
 LW0730
 LW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF568799(NAD 83)
 LW0730_MARKER: DJ = TIDAL STATION DISK
 LW0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0730_SP_SET: STONE POST
 LW0730_STAMPING: NO 8 1917
 LW0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0730+STABILITY: SURFACE MOTION
 LW0730
 LW0730  HISTORY     - Date     Condition        Report By
 LW0730  HISTORY     - 1917     MONUMENTED       CGS
 LW0730  HISTORY     - 1965     GOOD             NGS
 LW0730  HISTORY     - 19900626 MARK NOT FOUND   USPSQD
 LW0730
 LW0730                          STATION DESCRIPTION
 LW0730
 LW0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0730'AT STONINGTON.
 LW0730'AT STONINGTON, AT THE INTERSECTION OF BROAD AND WATER STREET,
 LW0730'103.7 FEET SOUTHWEST OF AND ACROSS BROAD STREET FROM THE
 LW0730'SOUTHWEST CORNER OF THE POST OFFICE, 1.0 FOOT SOUTH OF THE
 LW0730'SOUTH CURB OF BROAD STREET, 1.0 FOOT WEST OF THE WEST CURB OF
 LW0730'WATER STREET, 161 FEET EAST OF TIDAL MARK NO. 9 DESCRIBED, SET
 LW0730'IN THE TOP OF A STONE POST WHICH PROJECTS 2 1/2 FEET ABOVE THE
 LW0730'LEVEL OF THE GROUND.
 LW0730
 LW0730                          STATION RECOVERY (1990)
 LW0730
 LW0730'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0153 ***********************************************************************
 LX0153  DESIGNATION -  TIDAL 8 STA 4
 LX0153  PID         -  LX0153
 LX0153  STATE/COUNTY-  CT/NEW LONDON
 LX0153  USGS QUAD   -  NEW LONDON (1984)
 LX0153
 LX0153                         *CURRENT SURVEY CONTROL
 LX0153  ___________________________________________________________________
 LX0153* NAD 83(1986)-  41 21 14.     (N)    072 05 37.     (W)     SCALED    
 LX0153* NAVD 88     -         5.275  (meters)      17.31   (feet)  ADJUSTED  
 LX0153  ___________________________________________________________________
 LX0153  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0153  DYNAMIC HT  -           5.273 (meters)      17.30  (feet)  COMP
 LX0153  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LX0153
 LX0153  VERT ORDER  -  FIRST     CLASS I
 LX0153
 LX0153.The horizontal coordinates were scaled from a topographic map and have
 LX0153.an estimated accuracy of +/- 6 seconds.
 LX0153
 LX0153.The orthometric height was determined by differential leveling
 LX0153.and adjusted by the National Geodetic Survey in June 1991..
 LX0153
 LX0153.The geoid height was determined by GEOID03.
 LX0153
 LX0153.The dynamic height is computed by dividing the NAVD 88
 LX0153.geopotential number by the normal gravity value computed on the
 LX0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0153.degrees latitude (g = 980.6199 gals.).
 LX0153
 LX0153.The modeled gravity was interpolated from observed gravity values.
 LX0153
 LX0153;                    North         East    Units  Estimated Accuracy
 LX0153;SPC CT       -   210,420.      359,730.      MT  (+/- 180 meters Scaled)
 LX0153
 LX0153                          SUPERSEDED SURVEY CONTROL
 LX0153
 LX0153  NGVD 29 (??/??/92)    5.57   (m)           18.3    (f) COMPUTED    1 1
 LX0153
 LX0153.Superseded values are not recommended for survey control.
 LX0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0153.See file dsdata.txt to determine how the superseded data were derived.
 LX0153
 LX0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL431821(NAD 83)
 LX0153_MARKER: DB = BENCH MARK DISK
 LX0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0153_SP_SET: STEP
 LX0153_STAMPING: ELEV 18.264 FT 1917 NO 8
 LX0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0153
 LX0153  HISTORY     - Date     Condition        Report By
 LX0153  HISTORY     - 1917     MONUMENTED       CGS
 LX0153  HISTORY     - 1965     GOOD             NGS
 LX0153  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0153  HISTORY     - 19901219 MARK NOT FOUND   USPSQD
 LX0153
 LX0153                          STATION DESCRIPTION
 LX0153
 LX0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0153'AT NEW LONDON.
 LX0153'AT NEW LONDON, ABOUT 0.15 MILE NORTHEAST ALONG BANK STREET
 LX0153'FROM THE CUSTOMHOUSE, ON THE EAST SIDE OF THE SOLDIERS AND
 LX0153'SAILORS MONUMENT, AT THE INTERSECTION OF BANK AND STATE STREET,
 LX0153'ABOUT 105 FEET WEST OF THE WEST SIDE OF THE UNION STATION,
 LX0153'SET ON THE TOP OF THE STONE BANNISTER ON NORTH SIDE OF STEPS,
 LX0153'11.5 FEET SOUTH OF THE NORTHEAST CORNER OF STONE WALL WITH GUARD
 LX0153'RAIL AROUND MONUMENT, 25 FEET WEST OF THE EXTENDED CENTER LINE
 LX0153'OF BANK STREET AND IN THE CENTER OF STATE STREET AND ABOUT 3
 LX0153'FEET ABOVE THE LEVEL OF THE STREETS.
 LX0153
 LX0153                          STATION RECOVERY (1989)
 LX0153
 LX0153'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0153'MARK NOT FOUND.
 LX0153
 LX0153                          STATION RECOVERY (1990)
 LX0153
 LX0153'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0731 ***********************************************************************
 LW0731  DESIGNATION -  TIDAL 9 STA 1
 LW0731  PID         -  LW0731
 LW0731  STATE/COUNTY-  CT/NEW LONDON
 LW0731  USGS QUAD   -  MYSTIC (1984)
 LW0731
 LW0731                         *CURRENT SURVEY CONTROL
 LW0731  ___________________________________________________________________
 LW0731* NAD 83(1986)-  41 20 04.     (N)    071 54 21.     (W)     SCALED    
 LW0731* NAVD 88     -         6.115  (meters)      20.06   (feet)  ADJUSTED  
 LW0731  ___________________________________________________________________
 LW0731  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 LW0731  DYNAMIC HT  -           6.113 (meters)      20.06  (feet)  COMP
 LW0731  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LW0731
 LW0731  VERT ORDER  -  FIRST     CLASS I
 LW0731
 LW0731.The horizontal coordinates were scaled from a topographic map and have
 LW0731.an estimated accuracy of +/- 6 seconds.
 LW0731
 LW0731.The orthometric height was determined by differential leveling
 LW0731.and adjusted by the National Geodetic Survey in June 1991..
 LW0731
 LW0731.The geoid height was determined by GEOID03.
 LW0731
 LW0731.The dynamic height is computed by dividing the NAVD 88
 LW0731.geopotential number by the normal gravity value computed on the
 LW0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0731.degrees latitude (g = 980.6199 gals.).
 LW0731
 LW0731.The modeled gravity was interpolated from observed gravity values.
 LW0731
 LW0731;                    North         East    Units  Estimated Accuracy
 LW0731;SPC CT       -   208,400.      375,460.      MT  (+/- 180 meters Scaled)
 LW0731
 LW0731                          SUPERSEDED SURVEY CONTROL
 LW0731
 LW0731  NGVD 29 (??/??/92)    6.40   (m)           21.0    (f) COMPUTED    1 1
 LW0731
 LW0731.Superseded values are not recommended for survey control.
 LW0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0731.See file dsdata.txt to determine how the superseded data were derived.
 LW0731
 LW0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF568799(NAD 83)
 LW0731_MARKER: DJ = TIDAL STATION DISK
 LW0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW0731_SP_SET: STONE POST
 LW0731_STAMPING: NO 9 1917
 LW0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW0731+STABILITY: SURFACE MOTION
 LW0731
 LW0731  HISTORY     - Date     Condition        Report By
 LW0731  HISTORY     - 1917     MONUMENTED       CGS
 LW0731  HISTORY     - 1965     GOOD             NGS
 LW0731  HISTORY     - 19900626 GOOD             USPSQD
 LW0731  HISTORY     - 20020219 POOR             USPSQD
 LW0731  HISTORY     - 20050509 POOR             GEOCAC
 LW0731
 LW0731                          STATION DESCRIPTION
 LW0731
 LW0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LW0731'AT STONINGTON.
 LW0731'AT STONINGTON, 264 FEET EAST ALONG BROAD STREET FROM THE POST
 LW0731'OFFICE, AT THE INTERSECTION OF BROAD AND GOLD STREET, 23 FEET
 LW0731'SOUTH OF THE CENTER LINE OF BROAD STREET, 13 FEET EAST OF THE
 LW0731'CENTER LINE OF GOLD STREET, SET IN THE TOP OF A STONE POST WHICH
 LW0731'PROJECTS 2.8 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0731
 LW0731                          STATION RECOVERY (1990)
 LW0731
 LW0731'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0731'RECOVERED IN GOOD CONDITION.
 LW0731
 LW0731                          STATION RECOVERY (2002)
 LW0731
 LW0731'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0731'FOUND IN FAIR CONDITION. LEGIBLE BUT VANDALIZED.
 LW0731
 LW0731                          STATION RECOVERY (2005)
 LW0731
 LW0731'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 LW0731'THE DISK IS BADLY MARRED AND BARELY READABLE, AND THE STONE POST ON
 LW0731'WHICH THE DISK IS MONUMENTED LEANS ABOUT EIGHT DEGREES TO THE EAST.
 LW0731'HANDHELD COORDINATES ARE N41-20-12.06 W071-54-28.02.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5765 ***********************************************************************
 LX5765  DESIGNATION -  TIFFANY
 LX5765  PID         -  LX5765
 LX5765  STATE/COUNTY-  CT/NEW LONDON
 LX5765  USGS QUAD   -  HAMBURG (1984)
 LX5765
 LX5765                         *CURRENT SURVEY CONTROL
 LX5765  ___________________________________________________________________
 LX5765* NAD 83(1996)-  41 22 30.64962(N)    072 21 01.62364(W)     ADJUSTED  
 LX5765* NAVD 88     -        47.     (meters)     154.     (feet)  SCALED    
 LX5765  ___________________________________________________________________
 LX5765  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 LX5765  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX5765
 LX5765  HORZ ORDER  -  THIRD
 LX5765
 LX5765.The horizontal coordinates were established by classical geodetic methods
 LX5765.and adjusted by the National Geodetic Survey in August 1998..
 LX5765
 LX5765.The orthometric height was scaled from a topographic map.
 LX5765
 LX5765.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5765
 LX5765.The geoid height was determined by GEOID03.
 LX5765
 LX5765;                    North         East     Units Scale Factor Converg.
 LX5765;SPC CT       -   212,653.798   338,224.841   MT  0.99998695   +0 15 53.7
 LX5765;SPC CT       -   697,681.67  1,109,659.33   sFT  0.99998695   +0 15 53.7
 LX5765;UTM  18      - 4,583,794.630   721,572.896   MT  1.00020423   +1 45 07.3
 LX5765
 LX5765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5765!SPC CT       -   0.99999743  x   0.99998695  =   0.99998438
 LX5765!UTM  18      -   0.99999743  x   1.00020423  =   1.00020165
 LX5765
 LX5765|---------------------------------------------------------------------|
 LX5765| PID    Reference Object                     Distance      Geod. Az  |
 LX5765|                                                           dddmmss.s |
 LX5765| CZ8015 TIFFANY RM 1                         33.180 METERS 00055     |
 LX5765| LX5764 HAMBURG CHURCH BELFRY               APPROX. 1.3 KM 0025919.8 |
 LX5765| LX5759 LEES CHIMNEY                        APPROX. 0.8 KM 0481215.0 |
 LX5765| LX5760 HARDINGS CHIMNEY                    APPROX. 1.0 KM 0533830.7 |
 LX5765| LX5766 HARDINGS BARN CUPOLA                APPROX. 1.3 KM 0543819.9 |
 LX5765| CZ8016 TIFFANY RM 2                         22.250 METERS 11302     |
 LX5765| LX5785 HARDINGS WHITE SILO                 APPROX. 2.0 KM 1400942.9 |
 LX5765|---------------------------------------------------------------------|
 LX5765
 LX5765                          SUPERSEDED SURVEY CONTROL
 LX5765
 LX5765  NAD 83(1992)-  41 22 30.64871(N)    072 21 01.62327(W) AD(       ) 3
 LX5765  NAD 83(1986)-  41 22 30.65047(N)    072 21 01.62654(W) AD(       ) 3
 LX5765  NAD 27      -  41 22 30.29800(N)    072 21 03.34000(W) AD(       ) 3
 LX5765
 LX5765.Superseded values are not recommended for survey control.
 LX5765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5765.See file dsdata.txt to determine how the superseded data were derived.
 LX5765
 LX5765_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2157383795(NAD 83)
 LX5765
 LX5765  HISTORY     - Date     Condition        Report By
 LX5765  HISTORY     - 1934     MONUMENTED       CGS
 LX5765  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5765  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5765  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX5765  HISTORY     - 20040901 MARK NOT FOUND   USPSQD
 LX5765
 LX5765                          STATION DESCRIPTION
 LX5765
 LX5765'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5765'THIS STATION IS ON THE PROPERTY OF JOHN J. TIFFANY ON WHAT IS
 LX5765'LOCALLY KNOWN AS TIFFANY HILL.
 LX5765'
 LX5765'TO REACH STATION FROM SAYBROOK DRAWBRIDGE, GO 4.1 MILES ON
 LX5765'ROUTE 86.  THIS POINT IS AT THE FORK OF THE ROAD LEADING TO
 LX5765'STERLING CITY AND OPPOSITE THE RESIDENCE OF JAMES L. LORD.  THE
 LX5765'STATION IS AT THE TOP OF THE HILL SHOUTWESTERLY OF LORDS
 LX5765'HOUSE.  FOLLOW LORDS N LINE FENCE, PROLONGED, 0.3 MILE TO THE
 LX5765'THIRD FENCE CORNER FROM THE ROAD.  THE STATION IS 48 METERS S
 LX5765'20 DEG E (MAGNETIC) FROM THIS POINT.  THE FENCE RUNS ABOUT S 85
 LX5765'DEG W (MAGNETIC) FROM THE HIGHWAY.  THE CORNER OF A
 LX5765'TUMBLE-DOWN STONE FENCE BEARS S 05 DEG W (MAGNETIC) AND IS
 LX5765'11.2 METERS DISTANT.  STATION IS IN AN EMBEDDED FLAT
 LX5765'TOPPED BOULDER FLUSH WITH THE GROUND SURFACE.
 LX5765'
 LX5765'REFERENCE MARK NO. 1 IS IN THE LARGEST BOULDER IN THE
 LX5765'VICINITY.  THE ROCK MEASURES 2 BY 1.5 BY 0.5 METERS HIGH.  IT
 LX5765'IS 19 METERS S OF THE STONE WALL RUNNING FROM THE HIGHWAY.  IT
 LX5765'BEARS N 15 DEG E (MAGNETIC) FROM STATION.  REFERENCE MARK NO. 2
 LX5765'IS IN AN EMBEDDED BOULDER, BEARING S 55 DEG E (MAGNETIC).
 LX5765'
 LX5765'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 LX5765
 LX5765                          STATION RECOVERY (1948)
 LX5765
 LX5765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5765'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LX5765'CONDITION.  DESCRIPTION ADEQUATE WITH THE EXCEPTION--AND
 LX5765'OPPOSITE THE RESIDENCE OF GORDON L. HALL.
 LX5765
 LX5765                          STATION RECOVERY (1961)
 LX5765
 LX5765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5765'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE MARKS
 LX5765'ARE STAMPED--
 LX5765'
 LX5765'STATION - TIFFANY 1934
 LX5765'
 LX5765'R.M. 1 - TIFFANY NO 1 1934.
 LX5765'
 LX5765'R.M. 2 - TIFFANY NO 2 1934.
 LX5765'
 LX5765'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND
 LX5765'ADEQUATE WITH THE FOLLOWING ADDITION.  THE ENTIRE TOP OF THE
 LX5765'HILL IS OVERGROWN WITH THICK BRUSH AND VINES.
 LX5765
 LX5765                          STATION RECOVERY (1971)
 LX5765
 LX5765'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX5765'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD
 LX5765'CONDITION.  TO REACH THE STATION FROM THE LYME-OLD LYME TOWNLINE
 LX5765'GO NORTH ON ROUTE 156 (HAMBURG ROAD) FOR 1.75 MILE TO A PRIVATE
 LX5765'DRIVE ON THE LEFT, GO WEST ON BITUMINOUS DRIVE FOR 0.55 MILE
 LX5765'TO TOP OF HILL TO A 1 STORY FRAME HOUSE OWNED BY L. SILLIN,
 LX5765'FOLLOW THE STONEWALL SHOWN IN SKETCH FOR 690 FEET TO THE
 LX5765'STATION.
 LX5765'
 LX5765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5765'0.5 MILE SOUTH OF LYME (HAMBURG).
 LX5765
 LX5765                          STATION RECOVERY (2004)
 LX5765
 LX5765'RECOVERY NOTE BY US POWER SQUADRON 2004 (WW)
 LX5765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6040 ***********************************************************************
 LX6040  DESIGNATION -  TIP
 LX6040  PID         -  LX6040
 LX6040  STATE/COUNTY-  CT/MIDDLESEX
 LX6040  USGS QUAD   -  DEEP RIVER (1971)
 LX6040
 LX6040                         *CURRENT SURVEY CONTROL
 LX6040  ___________________________________________________________________
 LX6040* NAD 83(1996)-  41 28 06.36846(N)    072 28 18.80444(W)     ADJUSTED  
 LX6040* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6040  ___________________________________________________________________
 LX6040  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX6040  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX6040
 LX6040  HORZ ORDER  -  THIRD
 LX6040
 LX6040.The horizontal coordinates were established by classical geodetic methods
 LX6040.and adjusted by the National Geodetic Survey in August 1998..
 LX6040
 LX6040.The orthometric height was scaled from a topographic map.
 LX6040
 LX6040.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6040
 LX6040.The geoid height was determined by GEOID03.
 LX6040
 LX6040;                    North         East     Units Scale Factor Converg.
 LX6040;SPC CT       -   222,970.875   328,032.574   MT  0.99998379   +0 11 03.9
 LX6040;SPC CT       -   731,530.28  1,076,220.20   sFT  0.99998379   +0 11 03.9
 LX6040;UTM  18      - 4,593,845.342   711,114.027   MT  1.00014852   +1 40 29.1
 LX6040
 LX6040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6040!SPC CT       -   1.00000459  x   0.99998379  =   0.99998838
 LX6040!UTM  18      -   1.00000459  x   1.00014852  =   1.00015311
 LX6040
 LX6040                          SUPERSEDED SURVEY CONTROL
 LX6040
 LX6040  NAD 83(1992)-  41 28 06.36769(N)    072 28 18.80423(W) AD(       ) 3
 LX6040  NAD 83(1986)-  41 28 06.36947(N)    072 28 18.80683(W) AD(       ) 3
 LX6040  NAD 27      -  41 28 06.00800(N)    072 28 20.51100(W) AD(       ) 3
 LX6040
 LX6040.Superseded values are not recommended for survey control.
 LX6040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6040.See file dsdata.txt to determine how the superseded data were derived.
 LX6040
 LX6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1111493845(NAD 83)
 LX6040_MARKER: Z = SEE DESCRIPTION
 LX6040_SETTING: 0 = UNSPECIFIED SETTING
 LX6040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6040
 LX6040  HISTORY     - Date     Condition        Report By
 LX6040  HISTORY     - 1934     MONUMENTED       CGS
 LX6040  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6040  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6040
 LX6040                          STATION DESCRIPTION
 LX6040
 LX6040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6040'THIS STATION IS ON THE PROPERTY OF ADELBERT CLARK IN THE WOODED
 LX6040'AREA AT THE DOWNSTREAM END OF THE HADDAM NECK MEADOWS.  IT IS
 LX6040'ABOUT 2 MILES BELOW THE PHELPS HOUSE, AT THE HEAD OF THE
 LX6040'MEADOW.  THE BANK AT THIS POINT IS SUBJECT TO CONSTANT CUTTING
 LX6040'BY THE RIVER AND IS FOULED BY THE STUMPS OF UPROOTED TREES.  ONE
 LX6040'ESPECIALLY LARGE STUMP IS ABOUT 30 METERS DOWNSTREAM FROM THE
 LX6040'STATION.  THE STATION IS 4 METERS BACK FROM THE RIVER BANK.
 LX6040'THE BANK IS ABOUT 0.5 METER HIGH AT THIS POINT.
 LX6040'
 LX6040'CENTER IS MARKED BY A STANDARD HYDROGRAPHIC DISK SET IN A
 LX6040'CONCRETE MONUMENT.  NO REFERENCE MARKS WERE ESTABLISHED.
 LX6040'
 LX6040'DETERMINED AS A REGULAR THIRD ORDER TRIANGULATION STATION.
 LX6040'
 LX6040'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6040
 LX6040                          STATION RECOVERY (1948)
 LX6040
 LX6040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6040'STATION WAS FOUND WASHED OUT, LYING ON ITS SIDE IN THE RIVER.  IT
 LX6040'IS RECOMMENDED THAT THE STATION BE CONSIDERED DESTROYED.
 LX6040
 LX6040                          STATION RECOVERY (1997)
 LX6040
 LX6040'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3564 ***********************************************************************
 LW3564  DESIGNATION -  TIPPECAN
 LW3564  PID         -  LW3564
 LW3564  STATE/COUNTY-  CT/NEW LONDON
 LW3564  USGS QUAD   -  VOLUNTOWN (1975)
 LW3564
 LW3564                         *CURRENT SURVEY CONTROL
 LW3564  ___________________________________________________________________
 LW3564* NAD 83(1996)-  41 35 53.64756(N)    071 47 44.64386(W)     ADJUSTED  
 LW3564* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 LW3564  ___________________________________________________________________
 LW3564  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 LW3564  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 LW3564
 LW3564  HORZ ORDER  -  SECOND
 LW3564
 LW3564.The horizontal coordinates were established by classical geodetic methods
 LW3564.and adjusted by the National Geodetic Survey in August 1998..
 LW3564
 LW3564.The orthometric height was scaled from a topographic map.
 LW3564
 LW3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3564
 LW3564.The geoid height was determined by GEOID03.
 LW3564
 LW3564;                    North         East     Units Scale Factor Converg.
 LW3564;SPC CT       -   237,788.634   384,354.698   MT  0.99998377   +0 37 57.8
 LW3564;SPC CT       -   780,144.88  1,261,003.71   sFT  0.99998377   +0 37 57.8
 LW3564;SPC RI       -    57,227.172    75,344.803   MT  1.00000123   -0 11 46.8
 LW3564;SPC RI       -   187,752.81    247,193.74   sFT  1.00000123   -0 11 46.8
 LW3564;UTM  19      - 4,608,945.913   267,002.106   MT  1.00026812   -1 51 24.9
 LW3564
 LW3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3564!SPC CT       -   0.99998251  x   0.99998377  =   0.99996628
 LW3564!SPC RI       -   0.99998251  x   1.00000123  =   0.99998374
 LW3564!UTM  19      -   0.99998251  x   1.00026812  =   1.00025063
 LW3564
 LW3564:                Primary Azimuth Mark                     Grid Az
 LW3564:SPC CT       -  TIPPECAN AZ MK                           025 16 19.8
 LW3564:SPC RI       -  TIPPECAN AZ MK                           026 06 04.4
 LW3564:UTM  19      -  TIPPECAN AZ MK                           027 45 42.5
 LW3564
 LW3564|---------------------------------------------------------------------|
 LW3564| PID    Reference Object                     Distance      Geod. Az  |
 LW3564|                                                           dddmmss.s |
 LW3564| CB8595 TIPPECAN AZ MK                                     0255417.6 |
 LW3564| CB8596 TIPPECAN RM 1                        56.876 METERS 13930     |
 LW3564| CB8597 TIPPECAN RM 2                        56.373 METERS 24641     |
 LW3564| LW3542 ORR                                 APPROX. 7.6 KM 3453218.2 |
 LW3564|---------------------------------------------------------------------|
 LW3564
 LW3564                          SUPERSEDED SURVEY CONTROL
 LW3564
 LW3564  NAD 83(1992)-  41 35 53.64646(N)    071 47 44.64317(W) AD(       ) 2
 LW3564  NAD 83(1986)-  41 35 53.64622(N)    071 47 44.64357(W) AD(       ) 2
 LW3564  NAD 27      -  41 35 53.28669(N)    071 47 46.39102(W) AD(       ) 2
 LW3564
 LW3564.Superseded values are not recommended for survey control.
 LW3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3564.See file dsdata.txt to determine how the superseded data were derived.
 LW3564
 LW3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6700208946(NAD 83)
 LW3564_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3564_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3564+STABILITY: SURFACE MOTION
 LW3564
 LW3564  HISTORY     - Date     Condition        Report By
 LW3564  HISTORY     - 1937     MONUMENTED       CTGS
 LW3564  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3564
 LW3564                          STATION DESCRIPTION
 LW3564
 LW3564'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3564'ABOUT 1/2 MILE WEST OF CONN.-R.I. STATE LINE, ABOUT 4 MILES
 LW3564'EAST-NORTHEAST OF VOLUNTOWN, IN WOODED AREA.  IT IS A STANDARD
 LW3564'DISK STAMPED TIPPECAN-1937 SET IN SQUARE CONCRETE POST FLUSH WITH
 LW3564'THE GROUND, 16 FEET NORTH OF CENTER LINE OF DIRT ROAD, 51 FEET
 LW3564'EAST OF SOUTHEAST CORNER OF OLD FARM-HOUSE, 29 FEET
 LW3564'NORTH-NORTHEAST OF NORTHEAST CORNER OF SMALL BARN, 50 FEET WEST OF
 LW3564'SOUTH-END OF NORTH-SOUTH STONE-WALL, AND 275 FEET WEST OF T
 LW3564'ROAD.  UNDERGROUND STATION.
 LW3564'
 LW3564'TO REACH FROM JUNCTION OF ROUTES 95 AND 138,(ABOUT 1/2 MILE EAST
 LW3564'OF THE CENTER OF VOLUNTOWN).  TAKE DIRT ROAD LEADING NORTHEAST
 LW3564'BETWEEN THESE TWO HIGHWAYS, PAST CEMETERY ON RIGHT (SOUTH) FOR 2.2
 LW3564'MILES TO CROSS-ROADS (TWO-STORY HOUSE ON WEST CORNER).  CONTINUE
 LW3564'STRAIGHT (NORTHEAST) FOR 0.6 MILE TO RIGHT FORK.  TURN ON TO
 LW3564'FORK (EAST) AND GO 0.7 MILE, THEN BEAR SOUTH, (ON SAME ROAD)
 LW3564'0.1 MILE TO T ROAD LEFT (EAST) (JUST BEFORE OLD HOUSE ON RIGHT,
 LW3564'(WEST).  TURN LEFT (EAST) PAST OLD BARN ON RIGHT (SOUTH) AND
 LW3564'GO 0.4 MILE TO STATION AND OLD HOUSE ON LEFT (NORTH).
 LW3564'
 LW3564'SURFACE, REFERENCES, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3564'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A AND 12A.
 LW3564'
 LW3564'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED TIPPECAN-1937-NO.1
 LW3564'SET IN BOULDER, 4 FEET LONG, 3 FEET WIDE AND 1 FOOT HIGH,
 LW3564'30 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF OLD LARGE BARN.  IT
 LW3564'IS 186.60 FEET SOUTHEAST OF STATION.  REFERENCE MARK NO. 2 IS A
 LW3564'STANDARD DISK STAMPED TIPPECAN-1937-NO. 2 SET IN OUTCROPPING
 LW3564'ROCK, 2 FEET IN DIAMETER AND 18 INCHES HIGH.  50 FEET SOUTH OF
 LW3564'ROAD, 10 FEET SOUTH OF 15 INCH-MAPLE, AND 184.96 FEET WEST BY
 LW3564'SOUTHWEST OF STATION.
 LW3564'
 LW3564'AZIMUTH MARK IS STANDARD DISK STAMPED TIPPECAN-1937 SET IN
 LW3564'OUT-CROPPING ROCK, 7 FEET LONG, 3 FEET WIDE, AND 4 INCHES ABOVE
 LW3564'THE GROUND, ABOUT 750 FEET NORTHEAST OF STATION, 15 FEET EAST
 LW3564'OF CENTER LINE OF NORTH-SOUTH ROAD (ROAD MAKING T WITH ABOVE
 LW3564'EAST-WEST ROAD), 12 FEET NORTHWEST OF 8 INCH TWIN BLACK OAKS,
 LW3564'9 FEET WEST-SOUTHWEST OF 9 INCH OAK, AND ABOUT 475 FEET NORTH OF
 LW3564'THE ABOVE T.
 LW3564'
 LW3564'HEIGHT OF LIGHT ABOVE STATION MARK 28.5 METERS.
 LW3564
 LW3564                          STATION RECOVERY (1973)
 LW3564
 LW3564'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3564'TIPPECAN 1937 EXCELLENT
 LW3564'
 LW3564'TIPPECAN NO. 1 1937 EXCELLENT
 LW3564'
 LW3564'TIPPECAN NO. 2 1937 EXCELLENT
 LW3564'
 LW3564'TIPPECAN AZIMUTH MARK EXCELLENT
 LW3564'
 LW3564'TO REACH FROM THE INTERSECTION OF CONN. 49 (EKONK HILL ROAD),
 LW3564'SHETUCKET TURNPIKE AND CONN. 138 AND 165 (POND ROAD), (ABOUT
 LW3564'1/2 MILE EAST OF THE CENTER OF VOLUNTOWN), GO NORTHEAST ON
 LW3564'SHETUCKET TURNPIKE FOR 2.2 MILES, TO CROSSROAD (LYLE SCHOOL ROAD),
 LW3564'CONTINUE STRAIGHT (NORTHEAST) FOR 0.95 MILE TO ANOTHER
 LW3564'CROSSROAD AND TURN RIGHT.  GO SOUTHEASTERLY FOR 0.79 MILE TO A
 LW3564'Y IN ROAD.  BEAR LEFT (EAST) AND GO 0.38 MILE.  STATION
 LW3564'IS ON LEFT (NORTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3823 ***********************************************************************
 LX3823  DESIGNATION -  TITICUS
 LX3823  PID         -  LX3823
 LX3823  STATE/COUNTY-  CT/FAIRFIELD
 LX3823  USGS QUAD   -  BREWSTER (1984)
 LX3823
 LX3823                         *CURRENT SURVEY CONTROL
 LX3823  ___________________________________________________________________
 LX3823* NAD 83(1996)-  41 26 55.55896(N)    073 30 36.82068(W)     ADJUSTED  
 LX3823* NAVD 88     -       315.8    (meters)    1036.     (feet)  VERTCON   
 LX3823  ___________________________________________________________________
 LX3823  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 LX3823  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3823
 LX3823  HORZ ORDER  -  FIRST
 LX3823
 LX3823.The horizontal coordinates were established by classical geodetic methods
 LX3823.and adjusted by the National Geodetic Survey in August 1998..
 LX3823
 LX3823.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3823
 LX3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3823
 LX3823.The geoid height was determined by GEOID03.
 LX3823
 LX3823;                    North         East     Units Scale Factor Converg.
 LX3823;SPC CT       -   221,028.436   241,276.306   MT  0.99998423   -0 30 14.7
 LX3823;SPC CT       -   725,157.46    791,587.35   sFT  0.99998423   -0 30 14.7
 LX3823;SPC NY E     -   290,854.650   232,699.519   MT  0.99998414   +0 39 18.8
 LX3823;SPC NY E     -   954,245.63    763,448.34   sFT  0.99998414   +0 39 18.8
 LX3823;UTM  18      - 4,589,647.373   624,440.211   MT  0.99979057   +0 59 10.6
 LX3823
 LX3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3823!SPC CT       -   0.99995515  x   0.99998423  =   0.99993939
 LX3823!SPC NY E     -   0.99995515  x   0.99998414  =   0.99993930
 LX3823!UTM  18      -   0.99995515  x   0.99979057  =   0.99974573
 LX3823
 LX3823|---------------------------------------------------------------------|
 LX3823| PID    Reference Object                     Distance      Geod. Az  |
 LX3823|                                                           dddmmss.s |
 LX3823| CB5007 TITICUS RM 1                         43.967 METERS 05413     |
 LX3823| LX3818 DANBURY US BUR OF PRISONS TANK      APPROX. 3.9 KM 1115850.5 |
 LX3823| LX3821 DANBURY LEE HAT CO STACK            APPROX. 9.1 KM 1343601.3 |
 LX3823| LX3819 DANBURY FIRST CONG CH DOME          APPROX. 7.8 KM 1433600.6 |
 LX3823| CB5006 TITICUS AZ MK                                      3003022.4 |
 LX3823| CB5008 TITICUS RM 2                         23.683 METERS 31053     |
 LX3823| LX4432 POUGHQUAG ATT TOWER                 APPROX.19.8 KM 3135812.0 |
 LX3823|---------------------------------------------------------------------|
 LX3823
 LX3823                          SUPERSEDED SURVEY CONTROL
 LX3823
 LX3823  NAD 83(1992)-  41 26 55.55851(N)    073 30 36.82065(W) AD(       ) 1
 LX3823  NAD 83(1986)-  41 26 55.55973(N)    073 30 36.82209(W) AD(       ) 1
 LX3823  NAD 27      -  41 26 55.22160(N)    073 30 38.37517(W) AD(       ) 1
 LX3823  NGVD 29 (07/19/86)  316.1    (m)         1037.     (f) VERT ANG       
 LX3823
 LX3823.Superseded values are not recommended for survey control.
 LX3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3823.See file dsdata.txt to determine how the superseded data were derived.
 LX3823
 LX3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2444089647(NAD 83)
 LX3823
 LX3823  HISTORY     - Date     Condition        Report By
 LX3823  HISTORY     - 1942     MONUMENTED       CGS
 LX3823  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX3823  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX3823  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX3823  HISTORY     - 1983     GOOD             NGS
 LX3823
 LX3823                          STATION DESCRIPTION
 LX3823
 LX3823'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3823'THE STATION IS LOCATED ABOUT 4.5 MILES NW OF DANBURY, AND ABOUT
 LX3823'1.5 MILES E OF THE CONNECTICUT-NEW YORK STATE LINE, ON THE SUMMIT
 LX3823'OF A TIMBERED HILL WHICH IS LOCALLY KNOWN AS TITICUS MT.  THE
 LX3823'MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A LARGE FLAT
 LX3823'BEDROCK THAT IS FLUSH WITH THE GROUND, 13 FEET W OF A
 LX3823'TRIANGULAR-BLAZED 10-INCH MAPLE TREE.  THE DISK IS STAMPED
 LX3823'TITICUS 1942.
 LX3823'
 LX3823'REFERENCE MARK NO.1 IS 144.25 FEET NE OF THE STATION.  THE
 LX3823'BRONZE DISK IS SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 LX3823'IS ABOUT 2 FEET SQUARE AND IS STAMPED TITICUS NO.1 1942.  THE MARK
 LX3823'IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 LX3823'
 LX3823'REFERENCE MARK NO.2 IS 77.74 FEET NNW OF THE STATION.  THE
 LX3823'BRONZE DISK IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK
 LX3823'THAT PROJECTS 1 FOOT ON THE NORTHERN SIDE.  IT IS STAMPED TITICUS
 LX3823'NO. 2 1942.
 LX3823'
 LX3823'THE AZIMUTH MARK IS 0.25 MILE NW OF THE STATION, 63 FEET NW
 LX3823'OF A POLE GATE INTO PASTURE LAND, 33 FEET S OF AN E-W STONE WALL
 LX3823'FENCE.  THE BRONZE DISK IS SET IN A DRILLED HOLE IN AN OUTCROPPING
 LX3823'BEDROCK THAT IS 7 FEET LONG AND 3 FEET WIDE.  IT IS STAMPED
 LX3823'TITICUS 1942.
 LX3823'
 LX3823'TO REACH THE STATION FROM THE DANBURY POST OFFICE, GO N ON MAIN
 LX3823'STREET FOR 1 MILE TO THE JUNCTION OF ALTERNATE CONNECTICUT STATE
 LX3823'HIGHWAY 37 ON THE RIGHT, THENCE RIGHT ON ALTERNATE CONNECTICUT
 LX3823'STATE HIGHWAY 37 FOR 4.9 MILES TO THE JUNCTION OF CONNECTICUT
 LX3823'STATE HIGHWAY 39, CONTINUE N ON STATE HIGHWAYS 37 (ALTERNATE) AND
 LX3823'39 FOR 0.65 MILE TO A PAVED T ROAD RIGHT, TURN RIGHT AND GO
 LX3823'0.15 MILE TO A FORKS.  KEEP THE RIGHT FORK AND GO 0.15 MILE TO
 LX3823'A DIM FARM ROAD RIGHT WHICH IS JUST BEFORE REACHING A BROWN
 LX3823'SHINGLED HOUSE ON THE RIGHT, HERE TURN RIGHT AND GO 0.3 MILE
 LX3823'TO A POLE GATE ON THE RIGHT.  *CONTINUE STRAIGHT AHEAD FOR 0.25
 LX3823'MILE TO A POLE GATE ON THE LEFT, HERE TURN LEFT AND GO NE ON A
 LX3823'DIM ROAD FOR 0.05 MILE TO THE S EDGE OF A HAY MEADOW,
 LX3823'CONTINUE E ACROSS MEADOW FOR ABOUT 50 YARDS TO A ROCK FENCE
 LX3823'AND A TRIANGULAR-BLAZED TREE ON THE LEFT, CONTINUE E
 LX3823'THROUGH GAP IN STONE FENCE AND GO 0.2 MILE TO THE SUMMIT OF THE
 LX3823'HILL AND STATION.
 LX3823'
 LX3823'*TO REACH THE AZIMUTH MARK POLE GATE ON THE RIGHT, GO NW 63
 LX3823'FEET TO AN OUTCROPPING BEDROCK AND MARK.
 LX3823'
 LX3823'HEIGHT OF LIGHT ABOVE STATION MARK 25 METERS.
 LX3823
 LX3823                          STATION RECOVERY (1960)
 LX3823
 LX3823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CHO)
 LX3823'FOUND THE AZIMUTH MARK IN EXCELLENT CONDITION, AND STAMPED
 LX3823'TITICUS 1942.  IT IS 33 FEET S OF AN E-W STONE WALL FENCE
 LX3823'AND 63 FEET NW OF A STONE WALL OPENING.  TO FACILITATE AN
 LX3823'EASIER RECOVERY OF AZIMUTH MARK, SUGGEST THE FOLLOWING TO
 LX3823'REACH DIRECTIONS BEGINNING IN 7TH LINE OF 1942 DESCRIPTION--GO
 LX3823'0.15 MILE TO A ROAD RIGHT WHICH IS JUST BEFORE REACHING A GREEN
 LX3823'SHINGLED HOUSE ON RIGHT.  (HOUSE NOW OCCUPIED BY W.H. RAACKE,
 LX3823'AND HAS A BRIGHTLY PAINTED ROOSTER SIGN ON ITS NORTH
 LX3823'SIDE).  HERE TURN RIGHT (SOUTH) AND GO 0.3 MILE TO OPENING IN
 LX3823'STONE WALL ON RIGHT.  THIS ROAD HEADING SOUTH IS PASSABLE ON
 LX3823'DRY DAYS AS FAR AS LAST RIGHT HAND HOUSE WITH GARAGE, BOTH
 LX3823'PAINTED WHITE AND MARKED SOLMAN.  SOUTH OF THE HOUSE THE
 LX3823'ROAD BECOMES A DIM FARM ROAD.  THE STONE WALL ON WEST SIDE
 LX3823'OF THIS ROAD HAS 3 OPENINGS.  THE FIRST TWO HAVE POLE GATES
 LX3823'BUT THE SOUTHERNMOST HAS NO POLE GATE.  ENTER HERE AND GO
 LX3823'NW 63 FEET TO AZIMUTH MARK.
 LX3823'
 LX3823'DUE TO IMPASSIBLE ROADS LEADING TO STATION MARK, THE STATION
 LX3823'AND RMS WERE NOT RECOVERED.
 LX3823
 LX3823                          STATION RECOVERY (1965)
 LX3823
 LX3823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CHO)
 LX3823'RECOVERED STATION AND TWO R.M.S, AS DESCRIBED, IN VERY GOOD
 LX3823'CONDITION, WITH THE FOLLOWING COMMENTS--IMPORTANT.  STATION
 LX3823'IS ON THE HIGHEST ELEVATION WHICH IS NEAR THE SW PORTION OF THE
 LX3823'TIMBERED HILLTOP.  CENTRAL PART OF TOP OF THE NEARLY-LEVEL, SUMMIT
 LX3823'AREA IS ABOUT 4 FT. LOWER THAN THE STATION ELEVATION.
 LX3823'
 LX3823'SAW NO 10 IN MAPLE TREE, TRIANGULAR-BLAZED, 13 FT. E OF
 LX3823'STATION BRONZE DISK.  INSTEAD, AT 12.5 FT. E OF STATION, THERE
 LX3823'ARE TWO DEAD, VERTICAL TREES TOUCHING EACH OTHER AT GROUND
 LX3823'LEVEL.  THE LEFT HAND (NLY) TREE IS ABOUT 20 FT. HIGH, AND
 LX3823'HAS FOUR OLD DRILLED (OR WOODPECKER) 3/8 INCH DIAM. HOLES
 LX3823'FACING THE STATION.  THE RIGHT HAND (SLY) TREE, SAME DIAMETER,
 LX3823'IS ONLY A ROTTED STUMP, 3 FT. HIGH, AND HAS TWO SIMILAR HOLES,
 LX3823'FACING THE STATION.  NO OTHER TREES WITH DRILL HOLES SEEN IN
 LX3823'THIS VICINITY.  NOR WAS ANY BLAZED TREE SEEN IN THE STATION
 LX3823'AREA.
 LX3823'
 LX3823'CAREFUL EXAMINATION NEAR STATION DISCLOSED THREE APPROX. CIRCULAR
 LX3823'NESTS OF ROUGH, LOOSE ROCKS, ONE TO TWO FT. DIAMETER (OR
 LX3823'LENGTH).  ROCKS AS USED IN ROCK FENCES IN THIS VICINITY.  FROM
 LX3823'THE STATION, THESE CONCAVE NESTS, EACH ABOUT 5 FT. DIAM., ARE
 LX3823'APPROX. 120 DEG APART, IN ARC.  CENTER OF NEST TO NW IS ABOUT
 LX3823'12 FT. FROM STATION.  THE OTHER TWO ARE EACH ABOUT 10 FT. FROM
 LX3823'STATION--POSSIBLY REMAINS OF ANCHORING BASE FOR INSTRUMENT
 LX3823'TRIPOD TOWER.
 LX3823'
 LX3823'ALSO AT STATION, SAW 3 ROTTED PIECES OF LUMBER, 1 IN THICK, 4
 LX3823'IN WIDE, BY 2 FT. LONG.  ANOTHER PIECE, 1 IN X 1 FT. WIDE X 5
 LX3823'FT. LONG.  ALSO, ABOUT 45 FT. NE OF STATION, WHILE TAPING
 LX3823'DISTANCE TO R.M. 1, I TRIED TO BREAK A VINE, ONLY TO
 LX3823'DISCOVER IT WAS A LENGTH OF SIGNAL WIRE HANGING FROM A TREE,
 LX3823'AND EXTENDING ELY AN UNKNOWN DISTANCE, UNDER ROTTED GROUND-
 LX3823'LEAVES.  WIRE BLACK WITH AGE, BUT NOT RUSTED.
 LX3823'
 LX3823'R.M. 1 IS N 50 DEG MAG (NOT NE MAG) FROM STATION.  DISTANCE
 LX3823'AND STAMPING CKD.
 LX3823'
 LX3823'R.M. 2 IS NNW MAG FROM THE STATION.  DISTANCE AND STAMPING
 LX3823'ALSO CHECKED.
 LX3823'
 LX3823'SEARCHED ON HILLTOP, OVER 1-1/2 HOURS BEFORE FINDING ANY
 LX3823'MARKER.  FINALLY, BY PRODDING AND SCRAPING WITH SOFT PINE
 LX3823'ROD, I FOUND R.M.2.
 LX3823'
 LX3823'GROUND AND LEDGE AREA OF ENTIRE SUMMIT IS COVERED NOT ONLY WITH
 LX3823'LAST YEARS LEAVES, BUT A 1 IN. TO 3 IN. UNDERLAYER OF OLDER,
 LX3823'DECAYED, DAMP LEAVES.
 LX3823'
 LX3823'BY BEARING AND DISTANCE FROM R.M.2, FOUND STATION.  AND
 LX3823'THEN, R.M.1.
 LX3823'
 LX3823'STONE NESTS NOTED ABOVE, ARE COVERED WITH LEAF DEPOSITS, AND WERE
 LX3823'NOT PERCEIVED UNTIL R.M.2 AND STATION WERE FOUND.
 LX3823'
 LX3823'I LEFT ALL THREE SUMMIT DISKS UNCOVERED AND SWEPT CLEAN.  NO
 LX3823'SIGNS OF ANY PREVIOUS VANDALISM.  IM SURE NO PERSON HAS BEEN
 LX3823'HERE FOR YEARS.  NOR WAS THERE ANY TRACE OF DEER PATHS OR
 LX3823'ANIMAL TRAILS.
 LX3823'
 LX3823'ALTHOUGH AZ. MARK WAS NOT SPOT-CHECKED, 4/5/65, I STOPPED AT
 LX3823'POLE GATE ON RIGHT, 0.3 MILE S OF SHINGLED HOUSE, LOOKED 63 FT. NW
 LX3823'ACROSS CORNFIELD.  WHICH APPEARED EXACTLY THE SAME AS ON
 LX3823'12/6/60.  PUSHED ON TO DEVOTE ALL TIME TO TITICUS AND ITS
 LX3823'TWO R.M.S.
 LX3823'
 LX3823'K.B.J. 42 DIRECTIONS TO REACH THE STATION (5TH PARAGRAPH OF
 LX3823'DESCRIPTION.  P. 2, 809, WN CONN.), ARE GOOD TO THE 7TH LINE WHICH,
 LX3823'AFTER THE SEMICOLON, SHOULD READ, KEEP THE RIGHT FORK AND GO
 LX3823'0.15 MILE TO A BLACKTOP ROAD RIGHT (TITICUS MTN. ROAD) WHICH
 LX3823'IS JUST BEFORE REACHING A DARK GREEN SHINGLED HOUSE ON THE
 LX3823'RIGHT (WITH 1825 ABOVE ITS DOOR).  HERE, TURN RIGHT AND GO SLY
 LX3823'0.15 MILE TO END OF BLACK-TOP AND R.F.D. BOX ON RIGHT WITH
 LX3823'NAME, SOFMAN.  CONTINUE SLY ON ROUGH DIRT ROAD 0.15 MILE
 LX3823'TO POLE GATE ON THE RIGHT.  (HERE GO THROUGH GAP IN WALL AND
 LX3823'WALK 63 FT. NW TO OUTCROPPING BEDROCK AND AZ. MARK--WHICH
 LX3823'C.H.O. RECOVERED IN GOOD CONDITION 12/6/60.  RETURN TO THIS
 LX3823'POLE GATE, WHICH IS 0.30 MILE SLY FROM 1825 HOUSE).
 LX3823'
 LX3823'RESUME SLY COURSE FOR 0.05 MILE TO N EDGE OF 30 FT. LONG
 LX3823'MUD HOLE, WHERE CARS HAVE BEEN MIRED.  PARK CAR N OF MUD HOLE.
 LX3823'
 LX3823'TITICUS MTN. ROAD WITH STONE WALLS ON EACH SIDE, CONTINUES
 LX3823'SLY, BUT SLY FROM THE MUD HOLE IT IS IMPASSABLE FOR 200 YDS., EVEN
 LX3823'ON FOOT, BECAUSE IT IS COVERED BY 6 INCHES OF WATER, AND
 LX3823'AN IMPENETRABLE MAZE OF INTERLOCKING SAPLINGS, BRUSH, AND SMALL
 LX3823'TREES, WHICH BAR VISION AHEAD.  TO AVOID THIS IMPASSE, USE 90 DEG
 LX3823'OFFSET ROUTES--FROM MUD HOLE WALK W THROUGH GAP IN W STONE
 LX3823'WALL.  (IN 1960 A NO TRESPASSING SIGN WAS HERE.  TODAY, NO
 LX3823'SIGN).
 LX3823'
 LX3823'CONTINUE W FOR 100 YDS.  HERE, TURN LEFT (S) AND WALK 240
 LX3823'YDS. THROUGH AN OLD CORNFIELD TO AN E AND W STONE WALL.  HERE,
 LX3823'GO E ALONG N SIDE OF THIS BOUNDARY WALL TO ITS INTERSECTION
 LX3823'WITH W WALL OF TITICUS MTN. ROAD, WHICH AT THIS POINT IS DRY AND
 LX3823'PASSABLE.  CLIMB OVER WALL, AND WALK S ALONG TITICUS MTN. ROAD
 LX3823'FOR 110 YDS. TO A POLE GATE ON LEFT.  (THIS, I BELIEVE, IS THE
 LX3823'POLE GATE 0.25 MILE S OF AZ. MARK POLE GATE, K.B.J. 42).
 LX3823'
 LX3823'HERE, TURN LEFT, AND GO NE ON A DIM TRAIL FOR 0.05 MILE TO S
 LX3823'EDGE OF A HAY MEADOW.  CONTINUE E ACROSS MEADOW FOR ABOUT 50
 LX3823'YDS. TO A ROCK FENCE.  (SAW NO TRIANGULAR BLAZED TREE,
 LX3823'HERE).  CONTINUE E THROUGH GAP IN STONE FENCE AND GO 0.2 MILE
 LX3823'TO THE SUMMIT AND STATION.  GRADUALLY APPROACHING THE HIGHEST
 LX3823'POINT FROM THE SW SIDE OF THE TIMBERED HILL.
 LX3823
 LX3823                          STATION RECOVERY (1966)
 LX3823
 LX3823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3823'THE STATION MARK, REFERENCE MARKS NO.1 AND 2 AND THE AZIMUTH
 LX3823'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LX3823'MARK IS NOT VISIBLE FROM THE GROUND.  FOLLOWING IS A NEW
 LX3823'DESCRIPTION.
 LX3823'
 LX3823'THE STATION IS LOCATED ABOUT 4.5 MILES NORTHWEST OF DANBURY,
 LX3823'1.5 MILES EAST OF THE CONNECTICUT-NEW YORK STATE LINE, 1.3 MILES
 LX3823'SOUTHWEST OF NEW FAIRFIELD CONN. AND ON THE SUMMIT OF A TIMBERED
 LX3823'HILL LOCALLY KNOWN AS TITICUS MT.  THE STATION IS ON THE
 LX3823'PROPERTY OWNED BY MR. RUDOLPH G. SONNEBORN, 277 PARK AVENUE
 LX3823'SOUTH, NEW YORK CITY.
 LX3823'
 LX3823'TO REACH THE STATION FROM THE POST OFFICE IN NEW FAIRFIELD,
 LX3823'CONN., GO IN A WESTERLY DIRECTION FOR 0.25 MILE TO A FORK,
 LX3823'KEEP LEFT, SOUTH AND GO 0.05 MILE TO A CROSSROAD.  TURN RIGHT
 LX3823'AND GO IN A WESTERLY DIRECTION ON GILLOTTE ROAD FOR 1.55 MILES
 LX3823'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON TITICUS MT. ROAD
 LX3823'FOR 0.3 MILE TO A FIELD ROAD RIGHT AND THE AZIMUTH MARK ON THE
 LX3823'RIGHT.  CONTINUE SOUTH FOR 0.1 MILE TO WHERE MAIN ROAD TURNS
 LX3823'RIGHT, KEEP LEFT ON TRACK ROAD AND GO 0.2 MILE TO A DIM TRACK
 LX3823'ROAD LEFT.  TURN LEFT AND GO NORTH AND NORTHWEST FOR 0.1 MILE
 LX3823'TO SOUTH END OF AN OLD FIELD.  TURN RIGHT AND GO EAST FOR
 LX3823'ABOUT 50 YARDS TO A BREAK IN ROCK FENCE.  CONTINUE IN AN EASTERLY
 LX3823'DIRECTION UPHILL ALONG DIM TRACK ROAD FOR 0.2 MILE TO THE SUMMIT
 LX3823'AND STATION.
 LX3823'
 LX3823'THE STATION MARK IS A STANDARD DISK STAMPED TITICUS 1942,
 LX3823'CEMENTED IN A DRILLED HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 LX3823'GROUND.  IT IS 44 FEET WEST-NORTHWEST OF A DOUBLE TRUNKED TRIANGLE
 LX3823'BLAZED WHITE OAK TREE AND 31 FEET NORTH OF AN EAST-WEST ROCK
 LX3823'FENCE.  NOTE--2
 LX3823'
 LX3823'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED TITICUS NO 1
 LX3823'1942, CEMENTED IN A DRILLED HOLE IN BEDROCK WHICH IS FLUSH
 LX3823'WITH THE GROUND.  IT IS 7 FEET EAST-SOUTHEAST OF A 12-INCH
 LX3823'TRIANGLE BLAZED TREE AND ABOUT 3 FEET LOWER THAN THE STATION
 LX3823'MARK.  NOTE 12A
 LX3823'
 LX3823'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED TITICUS NO 2
 LX3823'1942, CEMENTED IN A DRILLED HOLE IN BEDROCK WHICH PROJECTS
 LX3823'ABOUT 1 FOOT ON THE NORTHERN SIDE.  IT IS 8.5 FEET NORTHEAST OF A
 LX3823'16-INCH TRIANGLE BLAZED OAK TREE.  NOTE--12A
 LX3823'
 LX3823'THE AZIMUTH MARK IS A STANDARD DISK STAMPED TITICUS 1942,
 LX3823'CEMENTED IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS
 LX3823'7 FEET LONG AND 3 FEET WIDE.  IT IS 63 FEET NORTHWEST FIELD
 LX3823'ROAD ENTRANCE, 33 FEET SOUTH OF AN EAST-WEST ROCK FENCE.  NOTE 17A
 LX3823'
 LX3823'HEIGHT OF LIGHT ABOVE STATION MARK 100.9 FEET.
 LX3823'
 LX3823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3823'1.3 MILES SW OF NEW FAIRFIELD.
 LX3823
 LX3823                          STATION RECOVERY (1983)
 LX3823
 LX3823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3823'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 LX3823'RECOVERED IN GOOD CONDITION.  THE DIRECTION BETWEEN THE
 LX3823'REFERENCE MARKS COMPARED WITH THE      DATA.  THE DISTANCE TO
 LX3823'REFERENCE MARK 2 COMPARED, DISTANCE TO REFERENCE MARK 1 WAS
 LX3823'SHORTER BY 0.05 FT.  THE AZIMUTH MARK
 LX3823'WAS NOT VISIBLE FROM THE GROUND OR TOP OF THE TOWER, DUE TO
 LX3823'DENSE TREES AND BRUSH.  A NEW DESCRIPTION FOLLOWS.
 LX3823'
 LX3823'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) NORTHWEST OF
 LX3823'DANBURY, 2.4 KM (1.5 MI) EAST OF THE CONNECTICUT-
 LX3823'NEW YORK STATE LINE, 2.1 KM (1.3 MI) SOUTHWEST OF NEW
 LX3823'FAIRFIELD CT. AND ON THE SUMMIT OF A TIMBERED HILL
 LX3823'LOCALLY KNOWN AS TITICUS MOUNTAIN.
 LX3823'OWNERSHIP--RUDY G SONNEBORN, ROUTE 39, BALL POND ROAD,
 LX3823'DANBURY CT 06810.
 LX3823'
 LX3823'TO REACH THE STATION FROM NEW FAIRFIELD POST OFFICE, GO
 LX3823'WEST ON STATE HIGHWAY 39 FOR 0.4 KM (0.25 MI) TO A
 LX3823'FORK AT THE ST EDWARD CHURCH ON THE LEFT.  KEEP LEFT,
 LX3823'SOUTHERLY FOR 0.1 KM (0.05 MI) TO A CROSSROAD.  TURN RIGHT
 LX3823'GOING WESTERLY ON GILLOTTI ROAD FOR 2.6 KM (1.6 MI) TO
 LX3823'ROAD LEFT, TITICUS MT ROAD.  TURN LEFT GOING SOUTH ON THE
 LX3823'PAVED ROAD FOR 0.5 KM (0.3 MI) TO THE AZIMUTH MARK ON RIGHT.
 LX3823'CONTINUE AHEAD FOR 0.2 KM (0.1 MI) TO A DIM WOODS ROAD LEFT
 LX3823'(NOTE-A BRIDGE WAS BUILT AT THIS TIME TO CROSS DITCH) AT A
 LX3823'CURVE RIGHT.  TURN LEFT PASSING OVER THE RAILROAD TIES THAT
 LX3823'FORM THE BRIDGE AND GO EASTERLY AND NORTHERLY ON THE WINDING
 LX3823'WOODS ROAD (WHICH WAS CLEARED OF TREES AND BRUSH AT THIS TIME)
 LX3823'FOR 0.4 KM (0.25 MI) TO THE TOP OF HILL, A ROCK WALL
 LX3823'AND A BREAK IN THE WALL AND STATION JUST BEYOND.
 LX3823'
 LX3823'THE STATION IS A STANDARD NGS DISK
 LX3823'STAMPED---TITICUS 1942---,
 LX3823'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3823'20.1 METERS (66 FT) SOUTHWEST FROM A TRIPLE TRUNKED OAK TREE,
 LX3823'9.1 METERS (30.0 FT) NORTH-NORTHEAST FROM ROCK FENCE AND
 LX3823'1.52 METERS (5.0 FT) SOUTHEAST FROM A WITNESS POST.
 LX3823'
 LX3823'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3823'STAMPED---TITICUS NO 1 1942---,
 LX3823'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3823'44.8 METERS (147 FT) EAST-NORTHEAST FROM A WITNESS POST AND
 LX3823'8.5 METERS (28 FT) EAST FROM A TWIN TRUNKED OAK TREE.
 LX3823'MARK IS BELOW STATION 0.5 METER.
 LX3823'
 LX3823'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3823'STAMPED---TITICUS NO 2 1942---,
 LX3823'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3823'24.1 METERS (79 FT) NORTH-NORTHEAST FROM A ROCK FENCE,
 LX3823'22.3 METERS (73 FT) NORTH-NORTHWEST FROM A WITNESS POST AND
 LX3823'2.4 METERS (8 FT) NORTHEAST FROM A 35 CM OAK TREE WITH TRIANGLE
 LX3823'BLAZE.
 LX3823'MARK IS BELOW STATION 0.3 METER.
 LX3823'
 LX3823'THE AZIMUTH MARK IS A STANDARD NGS DISK
 LX3823'STAMPED---TITICUS 1942---,
 LX3823'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3823'39.9 METERS (131 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 LX3823'A CONCRETE BUILDING,
 LX3823'23.5 METERS (77 FT) WEST FROM THE APPROXIMATE CENTER OF TITICUS
 LX3823'MT ROAD AND
 LX3823'11.6 METERS (38 FT) SOUTH FROM THE SOUTH EDGE OF A ROCK FENCE.
 LX3823'
 LX3823'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.9 METERS.
 LX3823'
 LX3823'DESCRIBED BY J.N. LEONHARDT, CHECKED BY C.E. GEOGHEGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7487 ***********************************************************************
 LX7487  DESIGNATION -  TITICUS MTN ATT MICROWAVE
 LX7487  PID         -  LX7487
 LX7487  STATE/COUNTY-  CT/FAIRFIELD
 LX7487  USGS QUAD   -  BREWSTER (1984)
 LX7487
 LX7487                         *CURRENT SURVEY CONTROL
 LX7487  ___________________________________________________________________
 LX7487* NAD 83(1996)-  41 27 02.40409(N)    073 30 57.54151(W)     ADJUSTED  
 LX7487* NAVD 88     -                                                        
 LX7487  ___________________________________________________________________
 LX7487  LAPLACE CORR-           5.67  (seconds)                    DEFLEC99
 LX7487  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX7487
 LX7487  HORZ ORDER  -  THIRD
 LX7487
 LX7487.The horizontal coordinates were established by classical geodetic methods
 LX7487.and adjusted by the National Geodetic Survey in August 1998..
 LX7487
 LX7487
 LX7487.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7487
 LX7487.The geoid height was determined by GEOID03.
 LX7487
 LX7487;                    North         East     Units Scale Factor Converg.
 LX7487;SPC CT       -   221,243.848   240,797.239   MT  0.99998418   -0 30 28.4
 LX7487;SPC CT       -   725,864.19    790,015.61   sFT  0.99998418   -0 30 28.4
 LX7487;SPC NY E     -   291,060.326   232,216.193   MT  0.99998316   +0 39 05.1
 LX7487;SPC NY E     -   954,920.42    761,862.63   sFT  0.99998316   +0 39 05.1
 LX7487;UTM  18      - 4,589,850.214   623,955.798   MT  0.99978909   +0 58 57.0
 LX7487
 LX7487                          SUPERSEDED SURVEY CONTROL
 LX7487
 LX7487  NAD 83(1992)-  41 27 02.40367(N)    073 30 57.54155(W) AD(       ) 4
 LX7487  NAD 83(1986)-  41 27 02.40467(N)    073 30 57.54204(W) AD(       ) 4
 LX7487  NAD 83(1986)-  41 27 02.40466(N)    073 30 57.54213(W) AD(       ) 4
 LX7487
 LX7487.Superseded values are not recommended for survey control.
 LX7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7487.See file dsdata.txt to determine how the superseded data were derived.
 LX7487
 LX7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2395689850(NAD 83)
 LX7487_MARKER: 45 = MICROWAVE TOWER
 LX7487
 LX7487  HISTORY     - Date     Condition        Report By
 LX7487  HISTORY     - 1983     FIRST OBSERVED   NGS
 LX7487
 LX7487                          STATION DESCRIPTION
 LX7487
 LX7487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7487'THE STATION, TITICUS MOUNTAIN AMERICAN TELEPHONE AND TELEGRAPH
 LX7487'COMPANY MICROWAVE TOWER, IS THE LIGHT ATOP A POLE NOT CENTERED
 LX7487'AT THE APEX OF THE FOUR-LEGGED, STEEL, RED/WHITE TOWER, ABOUT 50
 LX7487'METERS (164 FT) HIGH.  THERE ARE FOUR RECTANGULAR ANTENNA FANS
 LX7487'MOUNTED AT THE TOP OF THE TOWER.
 LX7487'
 LX7487'THE STATION IS LOCATED 3 KM (1.9 MI) WEST-SOUTHWEST OF NEW
 LX7487'FAIRFIELD, 1.6 KM (1.0 MI) EAST OF THE NEW YORK STATE LINE, 0.5
 LX7487'KM (0.3 MI) SOUTH OF GILLOTTI ROAD, ABOUT 60 METERS
 LX7487'(197 FT) WEST OF TITICUS MOUNTAIN ROAD.
 LX7487'
 LX7487'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5473 ***********************************************************************
 LX5473  DESIGNATION -  TITUS
 LX5473  PID         -  LX5473
 LX5473  STATE/COUNTY-  CT/NEW LONDON
 LX5473  USGS QUAD   -  NIANTIC (1983)
 LX5473
 LX5473                         *CURRENT SURVEY CONTROL
 LX5473  ___________________________________________________________________
 LX5473* NAD 83(1996)-  41 19 52.90020(N)    072 10 35.24121(W)     ADJUSTED  
 LX5473* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX5473  ___________________________________________________________________
 LX5473  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 LX5473  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5473
 LX5473  HORZ ORDER  -  SECOND
 LX5473
 LX5473.The horizontal coordinates were established by classical geodetic methods
 LX5473.and adjusted by the National Geodetic Survey in August 1998..
 LX5473
 LX5473.The orthometric height was scaled from a topographic map.
 LX5473
 LX5473.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5473
 LX5473.The geoid height was determined by GEOID03.
 LX5473
 LX5473;                    North         East     Units Scale Factor Converg.
 LX5473;SPC CT       -   207,869.317   352,812.506   MT  0.99998934   +0 22 49.1
 LX5473;SPC CT       -   681,984.58  1,157,519.03   sFT  0.99998934   +0 22 49.1
 LX5473;SPC NY L     -   130,928.902   452,646.848   MT  1.00003013   +1 11 33.9
 LX5473;SPC NY L     -   429,555.91  1,485,058.87   sFT  1.00003013   +1 11 33.9
 LX5473;UTM  18      - 4,579,388.976   736,283.526   MT  1.00028714   +1 51 56.0
 LX5473
 LX5473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5473!SPC CT       -   1.00000421  x   0.99998934  =   0.99999355
 LX5473!SPC NY L     -   1.00000421  x   1.00003013  =   1.00003434
 LX5473!UTM  18      -   1.00000421  x   1.00028714  =   1.00029135
 LX5473
 LX5473:                Primary Azimuth Mark                     Grid Az
 LX5473:SPC CT       -  RIVERSIDE BEACH FLAGPOLE                 026 28 48.4
 LX5473:SPC NY L     -  RIVERSIDE BEACH FLAGPOLE                 025 40 03.6
 LX5473:UTM  18      -  RIVERSIDE BEACH FLAGPOLE                 024 59 41.5
 LX5473
 LX5473|---------------------------------------------------------------------|
 LX5473| PID    Reference Object                     Distance      Geod. Az  |
 LX5473|                                                           dddmmss.s |
 LX5473| LX5478 RIVERSIDE BEACH FLAGPOLE            479.350 METERS 0265137.5 |
 LX5473| CZ8017 TITUS RM 1                            3.740 METERS 07639     |
 LX5473| LX5474 NIANTIC RIVER HWY BRIDGE DRAW       APPROX. 0.8 KM 1795526.1 |
 LX5473| CZ8018 TITUS RM 2                            8.080 METERS 20057     |
 LX5473| LX5460 HOWARDS CHIMNEY                     APPROX. 0.9 KM 2424919.0 |
 LX5473| LX5487 CAMP CROSS FLAGPOLE                 APPROX. 1.2 KM 2650331.8 |
 LX5473| LX5491 CAMP CROSS STACK                    APPROX. 1.0 KM 2832633.3 |
 LX5473| LX5462 PINE GROVE FLAGPOLE                 APPROX. 0.8 KM 3021020.3 |
 LX5473|---------------------------------------------------------------------|
 LX5473
 LX5473                          SUPERSEDED SURVEY CONTROL
 LX5473
 LX5473  NAD 83(1992)-  41 19 52.89907(N)    072 10 35.24053(W) AD(       ) 2
 LX5473  NAD 83(1986)-  41 19 52.90060(N)    072 10 35.24514(W) AD(       ) 2
 LX5473  NAD 27      -  41 19 52.55900(N)    072 10 36.96900(W) AD(       ) 2
 LX5473
 LX5473.Superseded values are not recommended for survey control.
 LX5473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5473.See file dsdata.txt to determine how the superseded data were derived.
 LX5473
 LX5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3628479389(NAD 83)
 LX5473_MARKER: DS = TRIANGULATION STATION DISK
 LX5473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5473+STABILITY: SURFACE MOTION
 LX5473
 LX5473  HISTORY     - Date     Condition        Report By
 LX5473  HISTORY     - 1934     MONUMENTED       CGS
 LX5473  HISTORY     - 1954     MARK NOT FOUND   CGS
 LX5473  HISTORY     - 1971     MARK NOT FOUND   CTGS
 LX5473  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX5473
 LX5473                          STATION DESCRIPTION
 LX5473
 LX5473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5473'THE STATION IS LOCATED ON THE E BANK OF THE NIANTIC RIVER 1/2
 LX5473'MILE N OF THE BRIDGE AND ON WHAT IS KNOWN AS MAGO POINT.  THE
 LX5473'STATION IS MAKED BY A STANDARD DISK SET IN THE TOP OF A 12- BY 12-
 LX5473'BY 30-INCH CONCRETE POST AND IS AT THE TOP OF THE RIVER BANK
 LX5473'AND W OF THE BOULEVARD.  THE SUB-SURFACE MARK IS A STANDARD DISK
 LX5473'SET IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE
 LX5473'SURFACE MARK.
 LX5473'
 LX5473'SURFACE, UNDERGROUND AND REFERENCE MARKS NO.1 AND NO.2 ARE
 LX5473'STANDARD BRONZE DISKS SET IN CONCRETE.
 LX5473'
 LX5473'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN THE TOPS
 LX5473'OF 12- BY 12- BY 30-INCH CONCRETE POSTS, NE AND SE OF THE STATION
 LX5473'AND NEAR THE ROAD.
 LX5473'
 LX5473'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5473
 LX5473                          STATION RECOVERY (1954)
 LX5473
 LX5473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5473'STATION MARK AND REFERENCE MARK 1 WERE NOT RECOVERED AFTER A
 LX5473'THOROUGH SEARCH.  REFERENCE MARK 2 WAS RECOVERED IN GOOD
 LX5473'CONDITION.  THE REFERENCE DISTANCES GIVEN IN THE PUBLISHED
 LX5473'DESCRIPTION ARE INADEQUATE TO RECOVER THE REFERENCE MARK.
 LX5473
 LX5473                          STATION RECOVERY (1971)
 LX5473
 LX5473'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5473'RM 2 FOUND IN GOOD CONDITION.  THE STATION WAS NOT FOUND AND
 LX5473'R.M. 1 HAS BEEN KNOCKED OUT.
 LX5473
 LX5473                          STATION RECOVERY (1989)
 LX5473
 LX5473'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6863 ***********************************************************************
 LX6863  DESIGNATION -  TJ SELDENS GABLE
 LX6863  PID         -  LX6863
 LX6863  STATE/COUNTY-  CT/MIDDLESEX
 LX6863  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6863
 LX6863                         *CURRENT SURVEY CONTROL
 LX6863  ___________________________________________________________________
 LX6863* NAD 83(1996)-  41 30 38.84455(N)    072 31 00.59511(W)     ADJUSTED  
 LX6863* NAVD 88     -                                                        
 LX6863  ___________________________________________________________________
 LX6863  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LX6863  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX6863
 LX6863  HORZ ORDER  -  THIRD
 LX6863
 LX6863.The horizontal coordinates were established by classical geodetic methods
 LX6863.and adjusted by the National Geodetic Survey in August 1998..
 LX6863
 LX6863
 LX6863.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6863
 LX6863.The geoid height was determined by GEOID03.
 LX6863
 LX6863;                    North         East     Units Scale Factor Converg.
 LX6863;SPC CT       -   227,663.704   324,265.664   MT  0.99998322   +0 09 16.6
 LX6863;SPC CT       -   746,926.67  1,063,861.60   sFT  0.99998322   +0 09 16.6
 LX6863;UTM  18      - 4,598,439.277   707,225.680   MT  1.00012849   +1 38 46.8
 LX6863
 LX6863                          SUPERSEDED SURVEY CONTROL
 LX6863
 LX6863  NAD 83(1992)-  41 30 38.84383(N)    072 31 00.59498(W) AD(       ) 4
 LX6863  NAD 83(1986)-  41 30 38.84561(N)    072 31 00.59724(W) AD(       ) 4
 LX6863  NAD 27      -  41 30 38.47800(N)    072 31 02.29300(W) AD(       ) 3
 LX6863
 LX6863.Superseded values are not recommended for survey control.
 LX6863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6863.See file dsdata.txt to determine how the superseded data were derived.
 LX6863
 LX6863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0722698439(NAD 83)
 LX6863
 LX6863  HISTORY     - Date     Condition        Report By
 LX6863  HISTORY     - 1934     MONUMENTED       CGS
 LX6863  HISTORY     - 19971120 GOOD             USPSQD
 LX6863
 LX6863                          STATION DESCRIPTION
 LX6863
 LX6863'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6863'THIS STATION IS ON THE HOUSE OF THOMAS J. SELDEN.  IT STANDS ON
 LX6863'THE S SIDE OF THE ROCK LANDING ROAD, ON ABOUT THE HIGHEST PART
 LX6863'OF HADDAM NECK.  IT IS THE FIRST HOUSE ON THE ROCK LANDING ROAD
 LX6863'W OF ITS INTERSECTION WITH HIGH STREET.  THE HOUSE WAS BUILT IN
 LX6863'1800 AND IS A PROMINENT LAND MARK.
 LX6863'
 LX6863'THE HOUSE IS PAINTED WHITE AND HAS A WELL KEPT STAND OF
 LX6863'BARNS TO THE SOUTHWARD.  GABLES OF THE HOUSE FACE E AND W.
 LX6863'
 LX6863'CENTER IS THE APEX OF THE WESTERLY GABLE.
 LX6863
 LX6863                          STATION RECOVERY (1997)
 LX6863
 LX6863'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4756 ***********************************************************************
 LX4756  DESIGNATION -  TM 31
 LX4756  PID         -  LX4756
 LX4756  STATE/COUNTY-  CT/NEW LONDON
 LX4756  USGS QUAD   -  NORWICH (1983)
 LX4756
 LX4756                         *CURRENT SURVEY CONTROL
 LX4756  ___________________________________________________________________
 LX4756* NAD 83(1996)-  41 34 59.53454(N)    072 06 12.08062(W)     ADJUSTED  
 LX4756* NAVD 88     -       134.     (meters)     440.     (feet)  SCALED    
 LX4756  ___________________________________________________________________
 LX4756  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 LX4756  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX4756
 LX4756  HORZ ORDER  -  SECOND
 LX4756
 LX4756.The horizontal coordinates were established by classical geodetic methods
 LX4756.and adjusted by the National Geodetic Survey in August 1998..
 LX4756
 LX4756.The orthometric height was scaled from a topographic map.
 LX4756
 LX4756.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4756
 LX4756.The geoid height was determined by GEOID03.
 LX4756
 LX4756;                    North         East     Units Scale Factor Converg.
 LX4756;SPC CT       -   235,881.678   358,722.372   MT  0.99998351   +0 25 43.5
 LX4756;SPC CT       -   773,888.47  1,176,908.32   sFT  0.99998351   +0 25 43.5
 LX4756;UTM  18      - 4,607,554.470   741,464.677   MT  1.00031757   +1 55 24.4
 LX4756
 LX4756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4756!SPC CT       -   0.99998376  x   0.99998351  =   0.99996727
 LX4756!UTM  18      -   0.99998376  x   1.00031757  =   1.00030132
 LX4756
 LX4756                          SUPERSEDED SURVEY CONTROL
 LX4756
 LX4756  NAD 83(1992)-  41 34 59.53370(N)    072 06 12.08010(W) AD(       ) 2
 LX4756  NAD 83(1986)-  41 34 59.53456(N)    072 06 12.08189(W) AD(       ) 2
 LX4756  NAD 27      -  41 34 59.18051(N)    072 06 13.80320(W) AD(       ) 2
 LX4756
 LX4756.Superseded values are not recommended for survey control.
 LX4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4756.See file dsdata.txt to determine how the superseded data were derived.
 LX4756
 LX4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4146507554(NAD 83)
 LX4756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX4756+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 LX4756
 LX4756  HISTORY     - Date     Condition        Report By
 LX4756  HISTORY     - 1942     MONUMENTED       CTGS
 LX4756  HISTORY     - 20060509 GOOD             USPSQD
 LX4756
 LX4756                          STATION DESCRIPTION
 LX4756
 LX4756'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX4756'STATION IS 12.567 METERS (41.23 FEET) IN AZIMUTH 357 DEG 48 MIN
 LX4756'47 SEC FROM STATION PLAIN HILL (CGS).
 LX4756
 LX4756                          STATION RECOVERY (2006)
 LX4756
 LX4756'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3387 ***********************************************************************
 LX3387  DESIGNATION -  TM 4
 LX3387  PID         -  LX3387
 LX3387  STATE/COUNTY-  CT/NEW LONDON
 LX3387  USGS QUAD   -  NORWICH (1983)
 LX3387
 LX3387                         *CURRENT SURVEY CONTROL
 LX3387  ___________________________________________________________________
 LX3387* NAD 83(1986)-  41 33 39.     (N)    072 02 52.     (W)     SCALED    
 LX3387* NAVD 88     -        16.133  (meters)      52.93   (feet)  ADJUSTED  
 LX3387  ___________________________________________________________________
 LX3387  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX3387  DYNAMIC HT  -          16.128 (meters)      52.91  (feet)  COMP
 LX3387  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX3387
 LX3387  VERT ORDER  -  FIRST     CLASS II
 LX3387
 LX3387.The horizontal coordinates were scaled from a topographic map and have
 LX3387.an estimated accuracy of +/- 6 seconds.
 LX3387
 LX3387.The orthometric height was determined by differential leveling
 LX3387.and adjusted by the National Geodetic Survey in June 1991..
 LX3387
 LX3387.The geoid height was determined by GEOID03.
 LX3387
 LX3387.The dynamic height is computed by dividing the NAVD 88
 LX3387.geopotential number by the normal gravity value computed on the
 LX3387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3387.degrees latitude (g = 980.6199 gals.).
 LX3387
 LX3387.The modeled gravity was interpolated from observed gravity values.
 LX3387
 LX3387;                    North         East    Units  Estimated Accuracy
 LX3387;SPC CT       -   233,430.      363,380.      MT  (+/- 180 meters Scaled)
 LX3387
 LX3387                          SUPERSEDED SURVEY CONTROL
 LX3387
 LX3387.No superseded survey control is available for this station.
 LX3387
 LX3387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM461052(NAD 83)
 LX3387_MARKER: DD = SURVEY DISK
 LX3387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3387_SP_SET: CONCRETE POST
 LX3387_STAMPING: NORWICH 4
 LX3387_MARK LOGO: CTGS  
 LX3387_PROJECTION: FLUSH
 LX3387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3387+STABILITY: SURFACE MOTION
 LX3387
 LX3387  HISTORY     - Date     Condition        Report By
 LX3387  HISTORY     - 1956     MONUMENTED       CTGS
 LX3387  HISTORY     - 1986     GOOD             NGS
 LX3387  HISTORY     - 19901129 GOOD             USPSQD
 LX3387  HISTORY     - 20060504 MARK NOT FOUND   USPSQD
 LX3387
 LX3387                          STATION DESCRIPTION
 LX3387
 LX3387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3387'4.0 KM (2.5 MI) SOUTH FROM OCCUM.
 LX3387'4.0 KM (2.5 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE NORTHEAST
 LX3387'JUNCTION OF THE CANTERBURY TURNPIKE IN OCCUM TO THE MARK ON THE RIGHT,
 LX3387'NEAR THE NORTHEAST CORNER OF A TWO-STORY FRAME HOUSE NO. 314 WITH
 LX3387'A DOUBLE GARAGE BELOW THE HOUSE, 8.23 METERS (27.0 FT) WEST OF THE
 LX3387'CENTERLINE OF THE HIGHWAY, 13.72 METERS (45.0 FT) NORTH OF THE
 LX3387'CENTER OF A BLACKTOP DRIVE, 13.53 METERS (44.4 FT) WEST OF AND
 LX3387'ACROSS THE HIGHWAY FROM UTILITY POLE NO. 2868, 3.57 METERS (11.7 FT)
 LX3387'SOUTH OF THE SOUTHEAST CORNER OF HOUSE NO. 316, 0.67 METER (2.2 FT)
 LX3387'EAST OF A STONE WALL BETWEEN THE TWO HOUSES.
 LX3387'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3387
 LX3387                          STATION RECOVERY (1990)
 LX3387
 LX3387'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3387'RECOVERED IN GOOD CONDITION.
 LX3387
 LX3387                          STATION RECOVERY (2006)
 LX3387
 LX3387'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3387'THERE ARE RELATIVELY NEW POURED CONCRETE STEPS IN THE LOCATION
 LX3387'SPECIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3388 ***********************************************************************
 LX3388  DESIGNATION -  TM 5
 LX3388  PID         -  LX3388
 LX3388  STATE/COUNTY-  CT/NEW LONDON
 LX3388  USGS QUAD   -  NORWICH (1983)
 LX3388
 LX3388                         *CURRENT SURVEY CONTROL
 LX3388  ___________________________________________________________________
 LX3388* NAD 83(1996)-  41 33 47.52831(N)    072 02 50.34977(W)     ADJUSTED  
 LX3388* NAVD 88     -        17.037  (meters)      55.90   (feet)  ADJUSTED  
 LX3388  ___________________________________________________________________
 LX3388  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 LX3388  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX3388  DYNAMIC HT  -          17.031 (meters)      55.88  (feet)  COMP
 LX3388  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX3388
 LX3388  HORZ ORDER  -  SECOND
 LX3388  VERT ORDER  -  FIRST     CLASS II
 LX3388
 LX3388.The horizontal coordinates were established by classical geodetic methods
 LX3388.and adjusted by the National Geodetic Survey in August 1998..
 LX3388
 LX3388.The orthometric height was determined by differential leveling
 LX3388.and adjusted by the National Geodetic Survey in June 1991..
 LX3388
 LX3388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3388
 LX3388.The geoid height was determined by GEOID03.
 LX3388
 LX3388.The dynamic height is computed by dividing the NAVD 88
 LX3388.geopotential number by the normal gravity value computed on the
 LX3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3388.degrees latitude (g = 980.6199 gals.).
 LX3388
 LX3388.The modeled gravity was interpolated from observed gravity values.
 LX3388
 LX3388;                    North         East     Units Scale Factor Converg.
 LX3388;SPC CT       -   233,696.778   363,413.044   MT  0.99998327   +0 27 57.3
 LX3388;SPC CT       -   766,720.18  1,192,297.63   sFT  0.99998327   +0 27 57.3
 LX3388;UTM  18      - 4,605,491.920   746,212.385   MT  1.00034607   +1 57 35.7
 LX3388;UTM  19      - 4,605,766.340   245,895.176   MT  1.00039468   -2 01 22.1
 LX3388
 LX3388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3388!SPC CT       -   1.00000207  x   0.99998327  =   0.99998534
 LX3388!UTM  18      -   1.00000207  x   1.00034607  =   1.00034814
 LX3388!UTM  19      -   1.00000207  x   1.00039468  =   1.00039675
 LX3388
 LX3388|---------------------------------------------------------------------|
 LX3388| PID    Reference Object                     Distance      Geod. Az  |
 LX3388|                                                           dddmmss.s |
 LX3388| LX4787 TM 5 RM 1                             8.316 METERS 02331     |
 LX3388| LX3389 TM 6                                               0240326.1 |
 LX3388| CZ6911 TM 5 RM 2                            15.722 METERS 07407     |
 LX3388| CZ6912 TM 5 RM 3                            22.074 METERS 16635     |
 LX3388| LX4751 WHEELER                             APPROX. 1.9 KM 1720559.1 |
 LX3388| LX3387 TM 4                                               1960208.7 |
 LX3388|---------------------------------------------------------------------|
 LX3388
 LX3388                          SUPERSEDED SURVEY CONTROL
 LX3388
 LX3388  NAD 83(1992)-  41 33 47.52734(N)    072 02 50.34912(W) AD(       ) 2
 LX3388  NAD 83(1986)-  41 33 47.52790(N)    072 02 50.35089(W) AD(       ) 2
 LX3388  NAD 27      -  41 33 47.17461(N)    072 02 52.07582(W) AD(       ) 2
 LX3388  NGVD 29 (07/19/86)   17.32   (m)           56.8    (f) LEVELING    3  
 LX3388
 LX3388.Superseded values are not recommended for survey control.
 LX3388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3388.See file dsdata.txt to determine how the superseded data were derived.
 LX3388
 LX3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4621205492(NAD 83)
 LX3388_MARKER: DD = SURVEY DISK
 LX3388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3388_SP_SET: CONCRETE POST
 LX3388_STAMPING: NORWICH 5
 LX3388_MARK LOGO: CTGS  
 LX3388_PROJECTION: FLUSH
 LX3388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3388+STABILITY: SURFACE MOTION
 LX3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3388+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LX3388
 LX3388  HISTORY     - Date     Condition        Report By
 LX3388  HISTORY     - 1975     MONUMENTED       CTGS
 LX3388  HISTORY     - 1986     GOOD             NGS
 LX3388  HISTORY     - 19901129 GOOD             USPSQD
 LX3388  HISTORY     - 20060523 GOOD             USPSQD
 LX3388
 LX3388                          STATION DESCRIPTION
 LX3388
 LX3388'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1975 (RJ)
 LX3388'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF
 LX3388'JEWETT CITY, 4-1/2 MILES NORTHWEST OF PRESTON CITY, AND
 LX3388'3 MILES EAST OF NORWICHTOWN.
 LX3388'
 LX3388'TO REACH THE STATION FROM THE INTERSECTION OF CONNECTICUT
 LX3388'ROUTE 97 (NORWICH AVENUE) AND CONNECTICUT ROUTE 12 (JEWETT
 LX3388'CITY ROAD) IN THE CITY OF NORWICH, GO NORTHERLY ON CONNECTICUT
 LX3388'ROUTE 97 FOR 0.45 MILE TO THE STATION ON THE LEFT, NORTHWEST
 LX3388'SIDE OF THE ROAD.
 LX3388'
 LX3388'THE STATION MARK IS A NORWICH TOWN MONUMENT BRONZE DISK,
 LX3388'STAMPED 5, SET IN THE TOP OF A REINFORCED CONCRETE POST, 4
 LX3388'INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE MONUMENT
 LX3388'IS SET FLUSH WITH THE SURFACE OF THE GROUND.  THE MONUMENT IS
 LX3388'105.6 FEET WEST OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2876,
 LX3388'49.5 FEET SOUTHWEST OF THE NORTHEAST BRICK FOUNDATION CORNER
 LX3388'OF A 2-1/2 STORY FRAME HOUSE NUMBERED 378 AND 380, 43.6
 LX3388'FEET NORTH OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2875, 23.7
 LX3388'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE SAME FOUNDATION
 LX3388'MENTIONED ABOVE, 19 FEET NORTHWEST OF THE CENTER LINE OF
 LX3388'CONNECTICUT ROUTE 97, 5.1 FEET SOUTHEAST OF A MASONARY
 LX3388'RETAINING WALL, AND 1.2 FEET NORTHWEST OF THE EDGE OF THE
 LX3388'CURB.
 LX3388'
 LX3388'REFERENCE MARK 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3388'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A
 LX3388'GRANITE CURB.  IT IS 79.6 FEET WEST OF SOUTHERN NEW ENGLAND
 LX3388'TELEPHONE POLE 2786, 62.9 FEET NORTH OF SOUTHERN NEW ENGLAND
 LX3388'TELEPHONE POLE 2785, 17 FEET NORTHWEST OF THE CENTER LINE OF
 LX3388'CONNECTICUT ROUTE 97, AND 9 FEET EAST OF THE CENTER LINE OF
 LX3388'THE STEPS LEADING TO HOUSE NUMBERED 378 AND 380.
 LX3388'
 LX3388'REFERENCE MARK 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3388'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A
 LX3388'STONE RETAINING WALL.  IT IS 68.1 FEET SOUTHWEST OF SOUTHERN
 LX3388'NEW ENGLAND TELEPHONE POLE 2876, 57.3 FEET NORTHEAST OF
 LX3388'SOUTHERN NEW ENGLAND TELEPHONE POLE 2875, AND 22 FEET SOUTHEAST
 LX3388'OF THE CENTER LINE OF CONNECTICUT ROUTE 97.
 LX3388'
 LX3388'REFERENCE MARK 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT, SET
 LX3388'IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE IN A
 LX3388'STONE RETAINING WALL.  IT IS 82.0 FEET NORTHEAST OF SOUTHERN
 LX3388'NEW ENGLAND TELEPHONE POLE 2874, 33.2 FEET SOUTHWEST OF
 LX3388'SOUTHERN NEW ENGLAND TELEPHONE POLE 2875, AND 23 FEET SOUTHEAST
 LX3388'OF THE CENTER LINE OF CONNECTICUT ROUTE 97.
 LX3388'
 LX3388'NORWICH TM 4 (CGS) (AZIMUTH MARK) IS A NORWICH TOWN MONUMENT
 LX3388'BRONZE DISK, STAMPED 4, SET IN THE TOP OF A REINFORCED CONCRETE
 LX3388'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP OF THE
 LX3388'MONUMENT IS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 LX3388'IS 0.1 MILE SOUTHERLY OF THE STATION ALONG CONNECTICUT
 LX3388'ROUTE 97.  IT IS 45 FEET NORTH OF THE CENTER LINE OF A
 LX3388'BITUMINOUS DRIVE TO HOUSE NUMBER 314, 44.4 FEET WEST OF
 LX3388'SOUTHERN NEW ENGLAND TELEPHONE POLE 2628, 27 FEET WEST OF THE
 LX3388'CENTER LINE OF CONNECTICUT ROUTE 97, 11.7 FEET SOUTH OF THE
 LX3388'SOUTHEAST CORNER OF A 2 STORY FRAME HOUSE, AND 2.2 FEET EAST
 LX3388'OF A STONE WALL BETWEEN THE TWO HOUSES.
 LX3388'
 LX3388'NORWICH TM 6 (CGS) (AZIMUTH MARK) IS A NORWICH TOWN MONUMENT
 LX3388'BRONZE DISK, STAMPED 6, SET IN THE TOP OF A REINFORCED
 LX3388'CONCRETE POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE
 LX3388'TOP OF THE MONUMENT IS SET FLUSH WITH THE SURFACE OF
 LX3388'THE GROUND.  THE MARK IS 0.18 MILE NORTHERLY OF THE STATION
 LX3388'ALONG CONNECTICUT ROUTE 97.  IT IS 71.1 FEET SOUTHWEST OF
 LX3388'SOUTHERN NEW ENGLAND TELEPHONE POLE 2885, 30.4 FEET NORTHEAST
 LX3388'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 2884, 16 FEET SOUTHEAST
 LX3388'OF THE CENTER LINE OF CONNECTICUT ROUTE 97, AND 6.3 FEET
 LX3388'NORTHWEST OF A STONE MASONARY WALL ON THE SOUTHEAST SIDE
 LX3388'OF THE ROAD.
 LX3388'
 LX3388'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 LX3388
 LX3388                          STATION RECOVERY (1986)
 LX3388
 LX3388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX3388'3.8 KM (2.35 MI) SOUTH FROM OCCUM.
 LX3388'3.8 KM (2.35 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE NORTHEAST
 LX3388'JUNCTION OF THE CANTERBURY TURNPIKE IN OCCUM TO THE MARK ON THE RIGHT,
 LX3388'IN FRONT A TWO-STORY FRAME DUPLEX NUMBERS 378 AND 380, 5.61 METERS
 LX3388'(18.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 15.09 METERS
 LX3388'(49.5 FT) SOUTHWEST OF THE NORTHEAST BRICK FOUNDATION OF THE
 LX3388'DUPLEX, 13.29 METERS (43.6 FT) NORTH OF AND ACROSS THE HIGHWAY
 LX3388'FROM UTILITY POLE 2875 WITH A STREET LAMP, 7.22 METERS (23.7 FT)
 LX3388'SOUTHEAST OF THE SOUTHEAST BRICK FOUNDATION OF THE DUPLEX, 1.55
 LX3388'METERS (5.1 FT) SOUTHEAST OF A STONE MASONARY RETAINING WALL, 0.36
 LX3388'METER (1.2 FT) NORTHWEST OF THE NORTHWEST CURB OF THE HIGHWAY.
 LX3388'THE MARK IS 0.06 M ABOVE HIGHWAY.
 LX3388
 LX3388                          STATION RECOVERY (1990)
 LX3388
 LX3388'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3388'RECOVERED IN GOOD CONDITION.
 LX3388
 LX3388                          STATION RECOVERY (2006)
 LX3388
 LX3388'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3388'MARK PARTIALLY COVERED BY CURB OF NEW CONCRETE SIDEWALK.  RM1 NF,
 LX3388'GRANITE CURB REPLACED.  RM2 NF.  NORWICH TM 4 NF, SEE LX3387.  AZIMUTH
 LX3388'NORWICH TM 6 NF, SEE LX3389.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7213 ***********************************************************************
 LX7213  DESIGNATION -  TM 58
 LX7213  PID         -  LX7213
 LX7213  STATE/COUNTY-  CT/HARTFORD
 LX7213  USGS QUAD   -  BRISTOL (1984)
 LX7213
 LX7213                         *CURRENT SURVEY CONTROL
 LX7213  ___________________________________________________________________
 LX7213* NAD 83(1996)-  41 42 35.39339(N)    072 52 48.80470(W)     ADJUSTED  
 LX7213* NAVD 88     -        91.81   (+/-2cm)     301.2    (feet)  VERTCON   
 LX7213  ___________________________________________________________________
 LX7213  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX7213  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX7213
 LX7213  HORZ ORDER  -  SECOND
 LX7213  VERT ORDER  -  THIRD ? (See Below)
 LX7213
 LX7213.The horizontal coordinates were established by classical geodetic methods
 LX7213.and adjusted by the National Geodetic Survey in August 1998..
 LX7213
 LX7213.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7213.The vertical order pertains to the NGVD 29 superseded value.
 LX7213
 LX7213.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7213
 LX7213.The geoid height was determined by GEOID03.
 LX7213
 LX7213;                    North         East     Units Scale Factor Converg.
 LX7213;SPC CT       -   249,751.938   293,962.750   MT  0.99998786   -0 05 10.8
 LX7213;SPC CT       -   819,394.48    964,442.79   sFT  0.99998786   -0 05 10.8
 LX7213;UTM  18      - 4,619,731.096   676,354.828   MT  0.99998273   +1 24 38.8
 LX7213
 LX7213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7213!SPC CT       -   0.99999016  x   0.99998786  =   0.99997802
 LX7213!UTM  18      -   0.99999016  x   0.99998273  =   0.99997289
 LX7213
 LX7213|---------------------------------------------------------------------|
 LX7213| PID    Reference Object                     Distance      Geod. Az  |
 LX7213|                                                           dddmmss.s |
 LX7213| CZ8021 TM 58 RM 2                           22.935 METERS 07017     |
 LX7213| CZ8022 TM 58 RM 3                           23.212 METERS 15457     |
 LX7213| LX7210 5515                                382.407 METERS 17320     |
 LX7213| LX7228 BRISTOL NW MUN STANDPIPE            APPROX. 7.6 KM 2741849.5 |
 LX7213| LX7217 BRISTOL NE SCH STANDPIPE            APPROX. 2.2 KM 2822730.8 |
 LX7213| CZ8020 TM 58 RM 1                           33.603 METERS 35816     |
 LX7213|---------------------------------------------------------------------|
 LX7213
 LX7213                          SUPERSEDED SURVEY CONTROL
 LX7213
 LX7213  NAD 83(1996)-  41 42 35.39295(N)    072 52 48.80483(W) AD(       ) 2
 LX7213  NAD 83(1992)-  41 42 35.39316(N)    072 52 48.80508(W) AD(       ) 2
 LX7213  NAD 83(1992)-  41 42 35.39465(N)    072 52 48.80644(W) AD(       ) 2
 LX7213  NAD 83(1986)-  41 42 35.39476(N)    072 52 48.80660(W) AD(       ) 2
 LX7213  NAD 27      -  41 42 35.03383(N)    072 52 50.44481(W) AD(       ) 2
 LX7213  NGVD 29 (07/19/86)   92.08   (m)          302.1    (f) LEVELING    3  
 LX7213
 LX7213.Superseded values are not recommended for survey control.
 LX7213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7213.See file dsdata.txt to determine how the superseded data were derived.
 LX7213
 LX7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7635519731(NAD 83)
 LX7213_MARKER: DD = SURVEY DISK
 LX7213_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LX7213_SP_SET: PREFABRICATED CONCRETE POST
 LX7213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7213+STABILITY: SURFACE MOTION
 LX7213
 LX7213  HISTORY     - Date     Condition        Report By
 LX7213  HISTORY     - 1981     MONUMENTED       CT0237
 LX7213
 LX7213                          STATION DESCRIPTION
 LX7213
 LX7213'DESCRIBED BY CITY OF FARMINGTON CONNECTICUT 1981 (AJK)
 LX7213'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTH OF
 LX7213'UNIONVILLE, 5.6 KM (3.5 MI) SOUTHEAST OF WHIGVILLE AND
 LX7213'4.0 KM (2.5 MI) WEST SOUTHWEST OF FARMINGTON.
 LX7213'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7213'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7213'24 WOLCOTT HILL ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7213'
 LX7213'TO REACH THE STATION FROM FARMINGTON AT THE INTERSECTION OF U.S.
 LX7213'ROUTE 6 (SCOTT SWAMP ROAD) AND CONNECTICUT ROUTE 177 (PLAINVILLE
 LX7213'AVENUE) PROCEED NORTHERLY ALONG PLAINVILLE AVENUE FOR 0.4 KM
 LX7213'(0.25 MI) TO THE STATION ON THE RIGHT.
 LX7213'
 LX7213'THE STATION IS A TOWN OF FARMINGTON TOWN MONUMENT DISK,
 LX7213'STAMPED---STA 58---,
 LX7213'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7213'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX7213'34.75 METERS (114.0 FT) SOUTH FROM POWER POLE 872,
 LX7213'27.22 METERS (89.3 FT) NORTH FROM POWER POLE 873,
 LX7213'25.91 METERS (85 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A ROAD
 LX7213'TO WESTWOOD GOLF COURSE,
 LX7213'5.49 METERS (18 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7213'177 AND
 LX7213'3.7 METERS (12 FT) NORTH FROM THE CENTERLINE OF A BITUMINOUS ROAD.
 LX7213'
 LX7213'REFERENCE MARK NUMBER 1 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7213'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CONNECTICUT DEPARTMENT
 LX7213'OF TRANSPORTATION BOUNDARY MONUMENT.
 LX7213'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7213'FLUSH WITH GROUND.  IT IS LOCATED
 LX7213'36.6 METERS (120 FT) NORTH FROM THE CENTERLINE OF A BITUMINOUS
 LX7213'ROAD,
 LX7213'12.2 METERS (40 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7213'177,
 LX7213'6.7 METERS (22 FT) NORTH FROM THE EXTENDED CENTERLINE OF A ROAD
 LX7213'TO WESTWOODS GOLF COURSE AND
 LX7213'5.79 METERS (19.0 FT) EAST-SOUTHEAST FROM POWER POLE 872.
 LX7213'MARK IS BELOW STATION 0.8 METERS.
 LX7213'
 LX7213'REFERENCE MARK NUMBER 2 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7213'(NO STAMPING) IN A 1/4 INCH DRILL HOLE IN A CHISELED TRIANGLE,
 LX7213'SET INTO THE TOP OF A BOULDER OF 2.4 METERS
 LX7213'LARGEST DIMENSION.  IT IS LOCATED
 LX7213'38.40 METERS (126.0 FT) NORTHEAST FROM POWER POLE 873,
 LX7213'28.0 METERS (92 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7213'177 AND
 LX7213'7.6 METERS (25 FT) NORTH FROM THE CENTERLINE OF A BITUMINOUS ROAD.
 LX7213'MARK IS ABOVE STATION 0.3 METERS.
 LX7213'
 LX7213'REFERENCE MARK NUMBER 3 IS A DRILL HOLE IN A HEX HEAD BRASS BOLT
 LX7213'(NO STAMPING) IN A CONNECTICUT DEPARTMENT OF TRANSPORTATION
 LX7213'BOUNDARY MONUMENT,
 LX7213'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7213'FLUSH WITH GROUND.  IT IS LOCATED
 LX7213'47.2 METERS (155 FT) SOUTH FROM THE EXTENDED CENTERLINE OF A ROAD
 LX7213'TO WESTWOODS GOLF COURSE,
 LX7213'18.6 METERS (61 FT) SOUTH FROM THE CENTERLINE OF A BITUMINOUS
 LX7213'ROAD,
 LX7213'11.6 METERS (38 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7213'177 AND
 LX7213'7.86 METERS (25.8 FT) EAST FROM POWER POLE 873.
 LX7213'MARK IS BELOW STATION 0.8 METERS.
 LX7213'
 LX7213'AZIMUTH MARK NUMBER 1 IS A STANDARD CTGS DISK
 LX7213'STAMPED---5515---,
 LX7213'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX7213'FLUSH WITH GROUND.  IT IS LOCATED
 LX7213'17.4 METERS (57 FT) EAST FROM THE CENTERLINE OF CONNECTICUT ROUTE
 LX7213'177,
 LX7213'14.45 METERS (47.4 FT) NORTH FROM POWER POLE 118,
 LX7213'11.70 METERS (38.4 FT) SOUTH FROM THE CENTERLINE OF CONNECTICUT
 LX7213'ROUTE 6 AND
 LX7213'9.75 METERS (32.0 FT) WEST FROM POWER POLE 889.
 LX7213'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHERLY ALONG
 LX7213'CONNECTICUT ROUTE 177 FOR 0.4 KM (0.25 MI) TO THE STATION ON
 LX7213'THE LEFT.
 LX7213'
 LX7213'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3389 ***********************************************************************
 LX3389  DESIGNATION -  TM 6
 LX3389  PID         -  LX3389
 LX3389  STATE/COUNTY-  CT/NEW LONDON
 LX3389  USGS QUAD   -  NORWICH (1983)
 LX3389
 LX3389                         *CURRENT SURVEY CONTROL
 LX3389  ___________________________________________________________________
 LX3389* NAD 83(1986)-  41 33 55.     (N)    072 02 45.     (W)     SCALED    
 LX3389* NAVD 88     -        18.751  (meters)      61.52   (feet)  ADJUSTED  
 LX3389  ___________________________________________________________________
 LX3389  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 LX3389  DYNAMIC HT  -          18.744 (meters)      61.50  (feet)  COMP
 LX3389  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX3389
 LX3389  VERT ORDER  -  FIRST     CLASS II
 LX3389
 LX3389.The horizontal coordinates were scaled from a topographic map and have
 LX3389.an estimated accuracy of +/- 6 seconds.
 LX3389
 LX3389.The orthometric height was determined by differential leveling
 LX3389.and adjusted by the National Geodetic Survey in June 1991..
 LX3389
 LX3389.The geoid height was determined by GEOID03.
 LX3389
 LX3389.The dynamic height is computed by dividing the NAVD 88
 LX3389.geopotential number by the normal gravity value computed on the
 LX3389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3389.degrees latitude (g = 980.6199 gals.).
 LX3389
 LX3389.The modeled gravity was interpolated from observed gravity values.
 LX3389
 LX3389;                    North         East    Units  Estimated Accuracy
 LX3389;SPC CT       -   233,930.      363,540.      MT  (+/- 180 meters Scaled)
 LX3389
 LX3389                          SUPERSEDED SURVEY CONTROL
 LX3389
 LX3389.No superseded survey control is available for this station.
 LX3389
 LX3389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM463057(NAD 83)
 LX3389_MARKER: DD = SURVEY DISK
 LX3389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3389_SP_SET: CONCRETE POST
 LX3389_STAMPING: NORWICH 6
 LX3389_MARK LOGO: CTGS  
 LX3389_PROJECTION: FLUSH
 LX3389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3389+STABILITY: SURFACE MOTION
 LX3389
 LX3389  HISTORY     - Date     Condition        Report By
 LX3389  HISTORY     - 1956     MONUMENTED       CTGS
 LX3389  HISTORY     - 1986     GOOD             NGS
 LX3389  HISTORY     - 19901129 GOOD             USPSQD
 LX3389  HISTORY     - 20060523 MARK NOT FOUND   USPSQD
 LX3389
 LX3389                          STATION DESCRIPTION
 LX3389
 LX3389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3389'3.5 KM (2.2 MI) SOUTH FROM OCCUM.
 LX3389'3.5 KM (2.15 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE NORTHEAST
 LX3389'JUNCTION OF THE CANTERBURY TURNPIKE IN OCCUM TO THE MARK ON THE LEFT,
 LX3389'JUST SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 169 NORTH, 4.88
 LX3389'METERS (16.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.67
 LX3389'METERS (71.1 FT) SOUTHWEST OF UTILITY POLE NO. 2885 WITH STREET
 LX3389'LAMP AND THREE GUY WIRES, 9.26 METERS (30.4 FT) NORTHEAST OF
 LX3389'UTILITY POLE NO. 2884, 1.92 METERS (6.3 FT) NORTHWEST OF A STONE
 LX3389'MASONARY WALL AND IRON FENCE, 0.33 METER (1.1 FT) SOUTHEAST OF THE
 LX3389'SOUTHEAST CURB THE HIGHWAY.
 LX3389'THE MARK IS 0.09 M ABOVE HIGHWAY.
 LX3389
 LX3389                          STATION RECOVERY (1990)
 LX3389
 LX3389'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3389'RECOVERED IN GOOD CONDITION.
 LX3389
 LX3389                          STATION RECOVERY (2006)
 LX3389
 LX3389'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3389'NOT FOUND.  AREA EXCAVATED TO HIGHWAY LEVEL WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7207 ***********************************************************************
 LX7207  DESIGNATION -  TM A 1 4
 LX7207  PID         -  LX7207
 LX7207  STATE/COUNTY-  CT/HARTFORD
 LX7207  USGS QUAD   -  BRISTOL (1984)
 LX7207
 LX7207                         *CURRENT SURVEY CONTROL
 LX7207  ___________________________________________________________________
 LX7207* NAD 83(1996)-  41 40 28.70714(N)    072 52 36.02846(W)     ADJUSTED  
 LX7207* NAVD 88     -        65.1    (meters)     214.     (feet)  VERTCON   
 LX7207  ___________________________________________________________________
 LX7207  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LX7207  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX7207
 LX7207  HORZ ORDER  -  SECOND
 LX7207
 LX7207.The horizontal coordinates were established by classical geodetic methods
 LX7207.and adjusted by the National Geodetic Survey in August 1998..
 LX7207
 LX7207.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7207
 LX7207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7207
 LX7207.The geoid height was determined by GEOID03.
 LX7207
 LX7207;                    North         East     Units Scale Factor Converg.
 LX7207;SPC CT       -   245,843.026   294,252.382   MT  0.99998616   -0 05 02.4
 LX7207;SPC CT       -   806,569.99    965,393.02   sFT  0.99998616   -0 05 02.4
 LX7207;UTM  18      - 4,615,831.095   676,746.454   MT  0.99998444   +1 24 43.8
 LX7207
 LX7207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7207!SPC CT       -   0.99999435  x   0.99998616  =   0.99998051
 LX7207!UTM  18      -   0.99999435  x   0.99998444  =   0.99997879
 LX7207
 LX7207:                Primary Azimuth Mark                     Grid Az
 LX7207:SPC CT       -  5522                                     113 49 49.6
 LX7207:UTM  18      -  5522                                     112 20 03.4
 LX7207
 LX7207|---------------------------------------------------------------------|
 LX7207| PID    Reference Object                     Distance      Geod. Az  |
 LX7207|                                                           dddmmss.s |
 LX7207| LX7144 5522                                APPROX. 3.5 KM 1134447.2 |
 LX7207| CZ8023 TM A 1 4 RM 1                        26.618 METERS 13755     |
 LX7207| CZ8024 TM A 1 4 RM 2                        16.553 METERS 18205     |
 LX7207| LX7208 TM A 1 4 RP 1                         7.015 METERS 29402     |
 LX7207| CZ8025 TM A 1 4 RM 3                        19.559 METERS 34738     |
 LX7207|---------------------------------------------------------------------|
 LX7207
 LX7207                          SUPERSEDED SURVEY CONTROL
 LX7207
 LX7207  NAD 83(1996)-  41 40 28.70666(N)    072 52 36.02857(W) AD(       ) 2
 LX7207  NAD 83(1992)-  41 40 28.70681(N)    072 52 36.02882(W) AD(       ) 2
 LX7207  NAD 83(1992)-  41 40 28.70842(N)    072 52 36.03022(W) AD(       ) 2
 LX7207  NAD 83(1986)-  41 40 28.70848(N)    072 52 36.03035(W) AD(       ) 2
 LX7207  NAD 27      -  41 40 28.34255(N)    072 52 37.66807(W) AD(       ) 2
 LX7207  NGVD 29 (07/19/86)   65.4    (m)          215.     (f) VERT ANG       
 LX7207
 LX7207.Superseded values are not recommended for survey control.
 LX7207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7207.See file dsdata.txt to determine how the superseded data were derived.
 LX7207
 LX7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7674615831(NAD 83)
 LX7207_MARKER: Z = SEE DESCRIPTION
 LX7207_SETTING: 0 = UNSPECIFIED SETTING
 LX7207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7207
 LX7207  HISTORY     - Date     Condition        Report By
 LX7207  HISTORY     - 1978     MONUMENTED       CTGS
 LX7207
 LX7207                          STATION DESCRIPTION
 LX7207
 LX7207'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (WDB)
 LX7207'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST OF NEW BRITAIN,
 LX7207'3-1/2 MILES EAST OF BRISTOL AND 3/4 MILE NORTHWEST OF
 LX7207'PLAINVILLE.
 LX7207'
 LX7207'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 72,
 LX7207'WEST MAIN STREET, AND STATE ROUTE 177, NORTH WASHINGTON STREET
 LX7207'IN PLAINVILLE, GO NORTH ON STATE ROUTE 177 FOR 0.34 MILES TO
 LX7207'THE STATION ON THE LEFT, WEST.
 LX7207'
 LX7207'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A
 LX7207'CONNECTICUT DEPARTMENT OF TRANSPORTATION BOUNDARY BRASS DISK
 LX7207'SET IN THE TOP OF A REINFORCED CONCRETE POST. THE TOP IS SET
 LX7207'4 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 82.2 FEET EAST
 LX7207'OF CONNECTICUT LIGHT AND POWER POLE 54132, 27.0 FEET EAST OF
 LX7207'THE CENTERLINE OF STATE ROUTE 177 AND 28.6 FEET SOUTH OF
 LX7207'CONNECTICUT LIGHT AND POWER POLE 46784.
 LX7207'
 LX7207'THE STATION MARK STAMPED---A 1 3---, IS A TOWN OF PLAINVILLE
 LX7207'TOWN MONUMENT IN A REINFORCED CONCRETE POST. THE TOP IS SET
 LX7207'2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 0.23 MILES
 LX7207'SOUTH OF THE STATION ALONG STATE ROUTE 177 TO THE STATION ON
 LX7207'THE RIGHT, WEST. IT IS 67.6 FEET NORTHWEST OF CONNECTICUT
 LX7207'LIGHT AND POWER POLE 46774, 77.5 FEET NORTHWEST OF A FIRE
 LX7207'HYDRANT, 83.0 FEET SOUTHWEST OF CONNECTICUT LIGHT AND POWER
 LX7207'POLE 46775 AND 17 FEET WEST OF THE CENTERLINE OF STATE ROUTE
 LX7207'177.
 LX7207'
 LX7207'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A
 LX7207'CONNECTICUT DEPARTMENT OF TRANSPORTATION BOUNDARY BRASS DISK
 LX7207'SET IN THE TOP OF A REINFORCED CONCRETE POST. THE TOP IS SET
 LX7207'FLUSH WITH THE SURFACE OF THE ROAD. IT IS IN THE CENTERLINE
 LX7207'OF AUSTIN PLACE, 57.1 FEET WEST OF CONNECTICUT LIGHT AND POWER
 LX7207'POLE 46784, 23.4 FEET EAST OF CONNECTICUT LIGHT AND POWER POLE
 LX7207'54132 AND 31.7 FEET WEST OF THE CENTERLINE OF STATE ROUTE 177
 LX7207'
 LX7207'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN AN IRON
 LX7207'PIN, 1 INCH SQUARE AND 48 INCHES LONG. THE TOP IS SET FLUSH
 LX7207'WITH THE SURFACE OF THE GROUND. IT IS 60 FEET NORTH OF THE
 LX7207'CENTERLINE OF AUSTIN PLACE, 86.3 FEET NORTHWEST OF CONNECTICUT
 LX7207'LIGHT AND POWER POLE 46784, 68.6 FEET WEST OF SOUTHERN NEW
 LX7207'ENGLAND TELEPHONE POLE 291 AND 42.0 FEET WEST OF THE CENTERLINE
 LX7207'OF STATE ROUTE 177.
 LX7207'
 LX7207'REFERENCE MARK 3---NO STAMPING---, IS A DRILL HOLE IN A
 LX7207'CONNECTICUT DEPARTMENT OF TRANSPORTATION BOUNDARY BRASS DISK
 LX7207'SET IN THE TOP OF A REINFORCED CONCRETE POST. THE TOP IS SET
 LX7207'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 67.8 FEET NORTHWEST
 LX7207'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 291, 83.3 FEET SOUTHWEST
 LX7207'OF SOUTHERN NEW ENGLAND TELEPHONE POLE 290 1/2, 36.5 FEET SOUTH
 LX7207'OF THE CENTERLINE OF THE CONRAIL TRACK AND 27.8 FEET WEST OF
 LX7207'CENTERLINE OF STATE ROUTE 177.
 LX7207'
 LX7207'THE STATION MARK STAMPED---A 1 6---, IS A TOWN OF PLAINVILLE
 LX7207'TOWN MONUMENT BRASS DISK IN A REINFORCED CONCRETE POST. THE TOP
 LX7207'IS SET 1 INCH BELOW THE SURFACE OF THE GROUND. IT IS 0.4 MILES
 LX7207'NORTH OF THE STATION ALONG STATE ROUTE 177 TO THE STATION ON
 LX7207'THE LEFT, WEST. IT IS 96.9 FEET NORTHWEST OF SOUTHERN NEW
 LX7207'ENGLAND TELEPHONE POLE 278, 66.7 FEET NORTH OF A LIGHT POLE,
 LX7207'39 FEET WEST OF THE CENTERLINE OF STATE ROUTE 177 AND 19 FEET
 LX7207'SOUTH OF THE CENTERLINE OF BRADLEY STREET.
 LX7207'
 LX7207'THE STATION MARK STAMPED---A 1 5---, IS A TOWN OF PLAINVILLE
 LX7207'TOWN MONUMENT BRASS DISK IN A REINFORCED CONCRETE POST. THE TOP
 LX7207'IS SET 2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 0.20
 LX7207'MILES NORTH OF THE STATION ALONG STATE ROUTE 177 TO THE STATION
 LX7207'ON THE RIGHT, EAST. IT IS 217 FEET SOUTH OF THE EXTENDED
 LX7207'CENTERLINE OF DAY STREET, 63.9 FEET SOUTH OF SOUTHERN NEW
 LX7207'ENGLAND TELEPHONE POLE 284, 38.8 FEET NORTH OF SOUTHERN NEW
 LX7207'ENGLAND TELEPHONE POLE 284-1/2, 32.3 FEET WEST OF A 14 INCH
 LX7207'HEMLOCK TREE, 22.0 FEET EAST OF THE CENTERLINE OF STATE ROUTE
 LX7207'177 AND 2.4 FEET EAST OF A BITUMINOUS CURB.
 LX7207'
 LX7207'HEIGHT OF THE LIGHT ABOVE THE MARK WAS 1.1 METERS.
 LX7207'
 LX7207'DESCRIBED BY R.C. JORDAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7149 ***********************************************************************
 LX7149  DESIGNATION -  TM D 1 5
 LX7149  PID         -  LX7149
 LX7149  STATE/COUNTY-  CT/HARTFORD
 LX7149  USGS QUAD   -  NEW BRITAIN (1992)
 LX7149
 LX7149                         *CURRENT SURVEY CONTROL
 LX7149  ___________________________________________________________________
 LX7149* NAD 83(1996)-  41 39 48.86156(N)    072 51 49.99403(W)     ADJUSTED  
 LX7149* NAVD 88     -        57.2    (meters)     188.     (feet)  VERTCON   
 LX7149  ___________________________________________________________________
 LX7149  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX7149  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX7149
 LX7149  HORZ ORDER  -  SECOND
 LX7149
 LX7149.The horizontal coordinates were established by classical geodetic methods
 LX7149.and adjusted by the National Geodetic Survey in August 1998..
 LX7149
 LX7149.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7149
 LX7149.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7149
 LX7149.The geoid height was determined by GEOID03.
 LX7149
 LX7149;                    North         East     Units Scale Factor Converg.
 LX7149;SPC CT       -   244,612.250   295,315.567   MT  0.99998570   -0 04 31.9
 LX7149;SPC CT       -   802,532.02    968,881.16   sFT  0.99998570   -0 04 31.9
 LX7149;UTM  18      - 4,614,628.495   677,841.409   MT  0.99998922   +1 25 13.3
 LX7149
 LX7149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7149!SPC CT       -   0.99999560  x   0.99998570  =   0.99998130
 LX7149!UTM  18      -   0.99999560  x   0.99998922  =   0.99998482
 LX7149
 LX7149|---------------------------------------------------------------------|
 LX7149| PID    Reference Object                     Distance      Geod. Az  |
 LX7149|                                                           dddmmss.s |
 LX7149| CZ8026 TM D 1 5 RM 1                        23.028 METERS 04158     |
 LX7149| LX7148 TM D 1 5 RP 1                         5.087 METERS 04319     |
 LX7149| CZ8027 TM D 1 5 RM 2                        14.118 METERS 09416     |
 LX7149| LX7144 5522                                APPROX. 2.1 KM 0943532.1 |
 LX7149| CZ8028 TM D 1 5 RM 3                         8.622 METERS 19901     |
 LX7149|---------------------------------------------------------------------|
 LX7149
 LX7149                          SUPERSEDED SURVEY CONTROL
 LX7149
 LX7149  NAD 83(1996)-  41 39 48.86108(N)    072 51 49.99414(W) AD(       ) 2
 LX7149  NAD 83(1992)-  41 39 48.86122(N)    072 51 49.99439(W) AD(       ) 2
 LX7149  NAD 83(1992)-  41 39 48.86283(N)    072 51 49.99583(W) AD(       ) 2
 LX7149  NAD 83(1986)-  41 39 48.86291(N)    072 51 49.99583(W) AD(       ) 2
 LX7149  NAD 27      -  41 39 48.49667(N)    072 51 51.63497(W) AD(       ) 2
 LX7149  NGVD 29 (07/19/86)   57.5    (m)          189.     (f) VERT ANG       
 LX7149
 LX7149.Superseded values are not recommended for survey control.
 LX7149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7149.See file dsdata.txt to determine how the superseded data were derived.
 LX7149
 LX7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7784114628(NAD 83)
 LX7149_MARKER: Z = SEE DESCRIPTION
 LX7149_SETTING: 0 = UNSPECIFIED SETTING
 LX7149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX7149
 LX7149  HISTORY     - Date     Condition        Report By
 LX7149  HISTORY     - 1978     MONUMENTED       CTGS
 LX7149
 LX7149                          STATION DESCRIPTION
 LX7149
 LX7149'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1978 (AJK)
 LX7149'THE STATION MARK IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF
 LX7149'BRISTOL, 4-1/2 MILES NORTH OF SOUTHINGTON AND 1.0 MILE
 LX7149'SOUTHWEST OF PLAINVILLE.
 LX7149'
 LX7149'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 10,
 LX7149'EAST STREET, AND STATE ROUTE 72, NEW BRITAIN AVENUE, IN
 LX7149'PLAINVILLE, GO SOUTH ON STATE ROUTE 10 FOR 0.8 MILES TO THE
 LX7149'STATION ON THE LEFT, EAST.
 LX7149'
 LX7149'THE STATION MARK STAMPED---D 1 5---, IS A BRASS DISK IN A
 LX7149'PLAINVILLE TOWN MONUMENT IN A 6 INCH BY 6 INCH AND 48 INCH LONG
 LX7149'REINFORCED CONCRETE POST.  THE TOP IS SET 2 INCHES BELOW THE
 LX7149'SURFACE OF THE GROUND.  IT IS 126 FEET NORTH OF THE CENTERLINE
 LX7149'OF STILLWELL DRIVE, 42.7 FEET EAST OF CONNECTICUT LIGHT AND
 LX7149'POWER POLE 56542, 22.0 FEET EAST OF THE CENTERLINE OF STATE
 LX7149'ROUTE 10, 10 FEET NORTH OF THE EXTENDED CENTERLINE OF RACE
 LX7149'AVENUE, 2 FEET EAST OF A BITUMINOUS CURB AND 1.7 FEET WEST OF
 LX7149'THE WEST EDGE OF A CONCRETE SIDEWALK.
 LX7149'
 LX7149'REFERENCE MARK 2---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX7149'HEAD BRASS BOLT,SET IN A 1/4 INCH DRILL HOLE IN A CHISELED
 LX7149'TRIANGLE IN THE SOUTHEAST PART OF A CONCRETE CATCH BASIN IN
 LX7149'THE SHOPPING AREA PARKING LOT.  IT IS 65.8 FEET EAST OF THE
 LX7149'CENTERLINE OF STATE ROUTE 10, 59.6 FEET NORTH OF A 12 INCH
 LX7149'BLUE SPRUCE, 13.8 FEET WEST OF CONNECTICUT LIGHT AND POWER
 LX7149'POLE 12502 AND 0.5 FEET NORTH OF THE EDGE OF A BITUMINOUS CURB.
 LX7149'
 LX7149'REFERENCE MARK 3---NO STAMPING---, IS AN 1/8 INCH DRILL HOLE
 LX7149'IN THE CHISELED TRIANGLE IN THE EAST SIDE OF THE MANHOLE RIM,
 LX7149'RIGHT AGAINST THE WEST OF THE CONCRETE WALK.  IT IS 96.2 FEET
 LX7149'NORTHWEST OF THE SOUTHWEST CORNER OF BRICK HOUSE NUMBER 5,
 LX7149'97.3 FEET NORTH OF THE CENTERLINE OF STILLWELL DRIVE AND 24.2
 LX7149'FEET EAST OF THE CENTERLINE OF STATE ROUTE 10.
 LX7149'
 LX7149'THE STATION MARK STAMPED---5521---, IS A CONNECTICUT GEODETIC
 LX7149'SURVEY BRASS DISK, SET IN THE TOP OF A REINFORCED CONCRETE
 LX7149'POST, 6 INCHES BY 6 INCHES AND 48 INCHES LONG.  THE TOP IS SET
 LX7149'1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 0.36 MILES
 LX7149'SOUTH OF THE STATION ALONG STATE ROUTE 10.  IT IS 56.4 FEET
 LX7149'WEST OF CONNECTICUT LIGHT AND POWER POLE 1387, 31.6 FEET WEST
 LX7149'OF THE CENTERLINE OF STATE ROUTE 10, 29.5 FEET NORTHEAST OF
 LX7149'THE CENTERLINE OF WHITING STREET, 9.6 FEET NORTH OF SOUTHERN
 LX7149'NEW ENGLAND TELEPHONE POLE 148 AND 5.7 FEET NORTH OF A
 LX7149'CONNECTICUT DEPARTMENT OF TRANSPORTATION BRASS DISK BOUNDARY
 LX7149'MARK, SET IN A CONCRETE WALK.
 LX7149'
 LX7149'THE STATION MARK STAMPED---D 1 4---, IS A BRASS DISK, SET IN
 LX7149'A TOWN OF PLAINVILLE MONUMENT, 6 INCHES BY 6 INCHES AND 48 INCHES
 LX7149'LONG REINFORCED CONCRETE POST.  IT IS SET 1 INCH BELOW THE
 LX7149'SURFACE OF THE GROUND.  IT IS 0.20 MILES NORTH OF THE STATION
 LX7149'ALONG STATE ROUTE 10.  IT IS 34.6 FEET WEST OF THE CENTERLINE
 LX7149'OF STATE ROUTE 10, 21.4 FEET NORTH OF THE CENTERLINE OF
 LX7149'THOMLINSON AVENUE, 35.3 FEET SOUTHEAST OF THE SOUTHEAST
 LX7149'CORNER OF A BRICK BUILDING, 11.9 FEET WEST OF CONNECTICUT
 LX7149'LIGHT AND POWER POLE 46638 AND 6.4 FEET NORTHEAST OF A FIRE
 LX7149'HYDRANT.
 LX7149'
 LX7149'REFERENCE MARK 1---NO STAMPING---, IS A DRILL HOLE IN A HEX
 LX7149'HEAD BRASS BOLT, SET IN A 1/4 INCH DRILL HOLE IN THE MOST
 LX7149'EASTERLY OF THE TWO SIGN SUPPORT POLES IN THE PARKING AREA
 LX7149'ISLAND.  IT IS SET 2.8 FEET ABOVE THE SURFACE OF THE GROUND.
 LX7149'IT IS 79.3 FEET SOUTHEAST OF CONNECTICUT LIGHT AND POWER
 LX7149'POLE 46651, 46.6 FEET EAST OF THE CENTERLINE OF STATE ROUTE 10
 LX7149'AND 68.4 FEET NORTH OF CONNECTICUT LIGHT AND POWER POLE 12502.
 LX7149'
 LX7149'REFERENCE POINT 1---NO STAMPING---, IS A DRILL HOLE IN A
 LX7149'STEEL PIN, 1 INCH SQUARE AND 48 INCHES LONG.  THE TOP IS SET
 LX7149'FLUSH WITH THE SURFACE OF THE CONCRETE SIDEWALK.  IT IS 51.5
 LX7149'FEET EAST OF CONNECTICUT LIGHT AND POWER POLE 56542, 27.7
 LX7149'FEET EAST OF THE CENTERLINE OF STATE ROUTE 10 AND 13.5 FEET
 LX7149'NORTH OF A 3 INCH OAK TREE.
 LX7149'
 LX7149'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 1.1 METERS.
 LX7149'
 LX7149'DESCRIBED BY A.J. KACZYNSKI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3675 ***********************************************************************
 LX3675  DESIGNATION -  TOMLINSONS BARN CUPOLA
 LX3675  PID         -  LX3675
 LX3675  STATE/COUNTY-  CT/FAIRFIELD
 LX3675  USGS QUAD   -  ANSONIA (1984)
 LX3675
 LX3675                         *CURRENT SURVEY CONTROL
 LX3675  ___________________________________________________________________
 LX3675* NAD 83(1996)-  41 15 03.68333(N)    073 05 59.70326(W)     ADJUSTED  
 LX3675* NAVD 88     -                                                        
 LX3675  ___________________________________________________________________
 LX3675  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 LX3675  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX3675
 LX3675  HORZ ORDER  -  THIRD
 LX3675
 LX3675.The horizontal coordinates were established by classical geodetic methods
 LX3675.and adjusted by the National Geodetic Survey in August 1998..
 LX3675
 LX3675
 LX3675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3675
 LX3675.The geoid height was determined by GEOID03.
 LX3675
 LX3675;                    North         East     Units Scale Factor Converg.
 LX3675;SPC CT       -   198,847.128   275,472.428   MT  0.99999524   -0 13 55.3
 LX3675;SPC CT       -   652,384.29    903,779.12   sFT  0.99999524   -0 13 55.3
 LX3675;UTM  18      - 4,568,364.463   659,195.898   MT  0.99991191   +1 15 11.2
 LX3675
 LX3675                          SUPERSEDED SURVEY CONTROL
 LX3675
 LX3675  NAD 83(1992)-  41 15 03.68199(N)    073 05 59.70307(W) AD(       ) 4
 LX3675  NAD 83(1986)-  41 15 03.68626(N)    073 05 59.70746(W) AD(       ) 4
 LX3675  NAD 27      -  41 15 03.32000(N)    073 06 01.32000(W) AD(       ) 3
 LX3675
 LX3675.Superseded values are not recommended for survey control.
 LX3675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3675.See file dsdata.txt to determine how the superseded data were derived.
 LX3675
 LX3675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5919668364(NAD 83)
 LX3675
 LX3675  HISTORY     - Date     Condition        Report By
 LX3675  HISTORY     - 1934     MONUMENTED       CTGS
 LX3675
 LX3675                          STATION DESCRIPTION
 LX3675
 LX3675'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX3675'THE BARN IS ON THE E SIDE OF THE DERBY-STRATFORD ROAD AND NE OF
 LX3675'RYDERS POINT.  IT IS A LOW ONE-STORY FRAMED BUILDING WITH A SILO
 LX3675'AT EACH END.  THE CUPOLA IS SQUARE WITH SHUTTERED OPENINGS IN
 LX3675'ALL FOUR SIDES, WITH A WHITE FINIAL ON THE TOP.  NE OF THE BARN
 LX3675'IS A TWO-STORY FRAME DWELLING WITH A SQUARE CUPOLA IN THE
 LX3675'CENTER.  W OF THE BARN IS THE DWELLING HOUSE OF E. MILLER
 LX3675'TOMLINSON.  THE CUPOLA IS IN THE CENTER OF THE RIDGE POLE OF
 LX3675'THE HOUSE.
 LX3675'
 LX3675'STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 20 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6387 ***********************************************************************
 LX6387  DESIGNATION -  TOMMYS
 LX6387  PID         -  LX6387
 LX6387  STATE/COUNTY-  CT/NEW HAVEN
 LX6387  USGS QUAD   -  BRANFORD (1984)
 LX6387
 LX6387                         *CURRENT SURVEY CONTROL
 LX6387  ___________________________________________________________________
 LX6387* NAD 83(1996)-  41 22 33.50919(N)    072 46 52.72244(W)     ADJUSTED  
 LX6387* NAVD 88     -       145.9    (meters)     479.     (feet)  VERTCON   
 LX6387  ___________________________________________________________________
 LX6387  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 LX6387  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX6387
 LX6387  HORZ ORDER  -  FIRST
 LX6387
 LX6387.The horizontal coordinates were established by classical geodetic methods
 LX6387.and adjusted by the National Geodetic Survey in August 1998..
 LX6387
 LX6387.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6387
 LX6387.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6387
 LX6387.The geoid height was determined by GEOID03.
 LX6387
 LX6387;                    North         East     Units Scale Factor Converg.
 LX6387;SPC CT       -   212,665.216   302,181.248   MT  0.99998691   -0 01 14.7
 LX6387;SPC CT       -   697,719.13    991,406.31   sFT  0.99998691   -0 01 14.7
 LX6387;UTM  18      - 4,582,870.335   685,536.670   MT  1.00002366   +1 28 01.1
 LX6387
 LX6387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6387!SPC CT       -   0.99998178  x   0.99998691  =   0.99996869
 LX6387!UTM  18      -   0.99998178  x   1.00002366  =   1.00000544
 LX6387
 LX6387:                Primary Azimuth Mark                     Grid Az
 LX6387:SPC CT       -  SHEILA                                   025 59 18.8
 LX6387:UTM  18      -  SHEILA                                   024 30 03.0
 LX6387
 LX6387|---------------------------------------------------------------------|
 LX6387| PID    Reference Object                     Distance      Geod. Az  |
 LX6387|                                                           dddmmss.s |
 LX6387| LX6382 SHEILA                              APPROX. 3.2 KM 0255804.1 |
 LX6387| LX6259 NORTH GUILFORD CHURCH TOWER         APPROX. 4.6 KM 1004219.0 |
 LX6387| CZ8029 TOMMYS RM 1                          22.480 METERS 11627     |
 LX6387| LX6460 NORTH BRANFORD TV MAST              APPROX. 2.6 KM 2500309.5 |
 LX6387| CZ8030 TOMMYS RM 2                          22.312 METERS 27902     |
 LX6387|---------------------------------------------------------------------|
 LX6387
 LX6387                          SUPERSEDED SURVEY CONTROL
 LX6387
 LX6387  NAD 83(1992)-  41 22 33.50832(N)    072 46 52.72235(W) AD(       ) 1
 LX6387  NAD 83(1986)-  41 22 33.51064(N)    072 46 52.72501(W) AD(       ) 1
 LX6387  NAD 27      -  41 22 33.16425(N)    072 46 54.36916(W) AD(       ) 1
 LX6387  NGVD 29 (07/19/86)  146.2    (m)          480.     (f) VERT ANG       
 LX6387
 LX6387.Superseded values are not recommended for survey control.
 LX6387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6387.See file dsdata.txt to determine how the superseded data were derived.
 LX6387
 LX6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8553782870(NAD 83)
 LX6387_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6387+STABILITY: SURFACE MOTION
 LX6387
 LX6387  HISTORY     - Date     Condition        Report By
 LX6387  HISTORY     - 1976     MONUMENTED       NGS
 LX6387
 LX6387                          STATION DESCRIPTION
 LX6387
 LX6387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6387'THE STATION IS ABOUT 4 MILES NORTH OF NORTH BRANFORD, 3-1/2
 LX6387'MILES WEST OF NORTH GUILFORD, 1 MILE SOUTHEAST OF NORTHFORD
 LX6387'AND ON THE PROPERTY OF THE NEW HAVEN WATER COMPANY.  MR.
 LX6387'DONALD JACKSON, VICE PRESIDENT OF OPERATIONS, 205 SKIFF STREET,
 LX6387'HAMDEN, CONNECTICUT WAS CONTACTED FOR PERMISSION TO USE THIS
 LX6387'STATION.
 LX6387'HIS TELEPHONE NUMBER IS 281-3011.
 LX6387'
 LX6387'TO REACH THE STATION FROM THE POST OFFICE IN NORTHFORD, GO
 LX6387'SOUTHERLY ON STATE HIGHWAY 17 FOR 0.15 MILE TO THE JUNCTION OF
 LX6387'STATE HIGHWAY 22.  CONTINUE SOUTHERLY ON STATE HIGHWAY 22 FOR
 LX6387'1.0 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY
 LX6387'ON TOMMYS PATH FOR 0.5 MILE TO THE END OF THE ROAD AT A GATE.
 LX6387'PASS THROUGH THE GATE AND CONTINUE EASTERLY ON A GRAVELED ROAD
 LX6387'FOR 0.1 MILE TO A FORK.  BEAR RIGHT AND FOLLOW THE
 LX6387'MAIN TRAVELED ROAD SOUTHEASTERLY FOR 0.5 MILE TO A GATE.  PASS
 LX6387'THROUGH THE GATE AND CONTINUE SOUTHERLY, UPHILL, FOR 0.4 MILE
 LX6387'TO A FORK.  BEAR LEFT AND GO EASTERLY FOR 0.5 MILE TO
 LX6387'A WOODS ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY FOR
 LX6387'0.1 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LX6387'
 LX6387'THE STATION MARKS, STAMPED---TOMMYS 1976---, ARE STANDARD
 LX6387'DISKS.  THE SURFACE MARK IS SET IN THE TOP OF A CYLINDRICAL
 LX6387'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  THE
 LX6387'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX6387'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX6387'A 30-INCH STEEL ROD IS EMBEDDED IN THE MONUMENT.
 LX6387'THEY ARE 48 FEET WEST OF A 24-INCH BLAZED DOUBLE TRUNK TREE,
 LX6387'38 FEET NORTHEAST OF A 16-INCH BLAZED TREE AND 5 FEET SOUTH OF
 LX6387'A METAL WITNESS POST.
 LX6387'
 LX6387'REFERENCE MARK 1, STAMPED---TOMMYS NO 1 1976---, IS A STANDARD
 LX6387'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX6387'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 31
 LX6387'FEET EAST OF THE 24-INCH BLAZED DOUBLE TRUNK TREE, 12 FEET
 LX6387'EAST OF THE CENTER OF THE WOODS ROAD AND 2.8 FEET WEST OF A
 LX6387'METAL WITNESS POST.
 LX6387'
 LX6387'REFERENCE MARK 2, STAMPED---TOMMYS NO 2 1976---, IS A STANDARD
 LX6387'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX6387'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 121
 LX6387'FEET WEST OF THE 24-INCH BLAZED DOUBLE TRUNK TREE, 55 FEET
 LX6387'METAL WITNESS POST.
 LX6387'
 LX6387'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6387'
 LX6387'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 30.3 METERS.
 LX6387'
 LX6387'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3510 ***********************************************************************
 LX3510  DESIGNATION -  TORRINGTON 2 RESET
 LX3510  PID         -  LX3510
 LX3510  STATE/COUNTY-  CT/LITCHFIELD
 LX3510  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3510
 LX3510                         *CURRENT SURVEY CONTROL
 LX3510  ___________________________________________________________________
 LX3510* NAD 83(1996)-  41 48 10.67930(N)    073 08 43.88299(W)     ADJUSTED  
 LX3510* NAVD 88     -       280.     (meters)     919.     (feet)  SCALED    
 LX3510  ___________________________________________________________________
 LX3510  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 LX3510  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX3510
 LX3510  HORZ ORDER  -  SECOND
 LX3510
 LX3510.The horizontal coordinates were established by classical geodetic methods
 LX3510.and adjusted by the National Geodetic Survey in August 1998..
 LX3510
 LX3510.The orthometric height was scaled from a topographic map.
 LX3510
 LX3510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3510
 LX3510.The geoid height was determined by GEOID03.
 LX3510
 LX3510;                    North         East     Units Scale Factor Converg.
 LX3510;SPC CT       -   260,163.270   271,930.635   MT  0.99999416   -0 15 44.1
 LX3510;SPC CT       -   853,552.33    892,159.09   sFT  0.99999416   -0 15 44.1
 LX3510;UTM  18      - 4,629,562.396   654,059.293   MT  0.99989207   +1 14 11.0
 LX3510
 LX3510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3510!SPC CT       -   0.99996069  x   0.99999416  =   0.99995485
 LX3510!UTM  18      -   0.99996069  x   0.99989207  =   0.99985277
 LX3510
 LX3510|---------------------------------------------------------------------|
 LX3510| PID    Reference Object                     Distance      Geod. Az  |
 LX3510|                                                           dddmmss.s |
 LX3510| CB5031 TORRINGTON RM 3                      20.581 METERS 01030     |
 LX3510| CB5028 TORRINGTON AZ MK                                   0442131.4 |
 LX3510| CB5029 TORRINGTON RM 1                      10.165 METERS 06629     |
 LX3510| LX3484 LEAD                                APPROX. 6.0 KM 0833702.2 |
 LX3510| LX3512 WILLIAMS BROS STACK                 APPROX. 1.8 KM 1004610.2 |
 LX3510| LX3511 TORRINGTON HOSPITAL STACK           APPROX. 1.7 KM 1344753.8 |
 LX3510| CB5030 TORRINGTON RM 2                       8.052 METERS 29917     |
 LX3510|---------------------------------------------------------------------|
 LX3510
 LX3510                          SUPERSEDED SURVEY CONTROL
 LX3510
 LX3510  NAD 83(1996)-  41 48 10.67912(N)    073 08 43.88326(W) AD(       ) 2
 LX3510  NAD 83(1992)-  41 48 10.67945(N)    073 08 43.88374(W) AD(       ) 2
 LX3510  NAD 83(1992)-  41 48 10.68074(N)    073 08 43.88455(W) AD(       ) 2
 LX3510  NAD 83(1986)-  41 48 10.68040(N)    073 08 43.88454(W) AD(       ) 2
 LX3510  NAD 27      -  41 48 10.33100(N)    073 08 45.47900(W) AD(       ) 2
 LX3510
 LX3510.Superseded values are not recommended for survey control.
 LX3510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3510.See file dsdata.txt to determine how the superseded data were derived.
 LX3510
 LX3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5405929562(NAD 83)
 LX3510_MARKER: DS = TRIANGULATION STATION DISK
 LX3510_SETTING: 66 = SET IN ROCK OUTCROP
 LX3510
 LX3510  HISTORY     - Date     Condition        Report By
 LX3510  HISTORY     - 1938     MONUMENTED       CTGS
 LX3510  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3510  HISTORY     - 1959     GOOD             CGS
 LX3510  HISTORY     - 1970     GOOD             CTGS
 LX3510
 LX3510                          STATION DESCRIPTION
 LX3510
 LX3510'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX3510'ON A HIGH HILL ABOUT 1-1/2 MILES WEST OF TORRINGTON, ON THE
 LX3510'NORTH SIDE OF A TAR ROAD (HIGHLAND AVE.), 22 FEET NORTH OF THE
 LX3510'CENTER LINE, 21.7 FEET WEST OF POLE NO. 562, AND 104.8 FEET
 LX3510'EAST OF POLE NO. 563.  MARK IS STAMPED TORRINGTON-1938.
 LX3510'
 LX3510'TO REACH FROM 5 STREET INTERSECTION IN CENTER OF TORRINGTON,
 LX3510'GO WEST ON WATER ST. 0.3 MILE TO SECOND TRAFFIC LIGHT.  TURN
 LX3510'LEFT (SOUTH) ON RIVERSIDE ST. AND 0.3 MILE TO Y-ROAD.  BEAR
 LX3510'LEFT ON HIGHLAND AVE. AND GO 0.7 MILE UPHILL TO STATION ON
 LX3510'RIGHT (NORTH).
 LX3510'
 LX3510'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LX3510'SET IN BOULDER AND IN ROCK LEDGE.
 LX3510'
 LX3510'REFERENCE MARK NO. 1 IS 33.36 FEET EAST OF STATION, AND IS
 LX3510'STAMPED TORRINGTON-1938-NO. 1.  REFERENCE MARK NO. 2 IS 26.62
 LX3510'FEET NORTHWEST OF STATION, AND STAMPED TORRINGTON-1938-NO.2.
 LX3510'
 LX3510'AZIMUTH MARK IS IN A PASTURE ABOUT 1,000 FEET NORTHEAST OF THE
 LX3510'STATION, AND IS STAMPED TORRINGTON-1938.
 LX3510'
 LX3510'HEIGHT OF LIGHT ABOVE STATION MARK 3.3 METERS.
 LX3510
 LX3510                          STATION RECOVERY (1959)
 LX3510
 LX3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GRF)
 LX3510'STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK
 LX3510'RECOVERED IN GOOD CONDITION.  DUE TO NEW HIGHWAY CONSTRUCTION
 LX3510'STATION MARK WAS REMOVED AND RESET.  THE RESET MARK WAS CALLED
 LX3510'TORRINGTON 2.  SEE NEW DESCRIPTION FOR STATION TORRINGTON 2.
 LX3510
 LX3510                          STATION RECOVERY (1959)
 LX3510
 LX3510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (GRF)
 LX3510'ON A HIGH HILL ABOUT 1.5 MILES WEST OF THE CENTER OF TORRINGTON
 LX3510'ON THE NORTH SIDE OF HIGHLAND AVE., 21.5 FT. NORTH OF THE
 LX3510'CENTER LINE OF HIGHLAND AVE.  21.7 FEET WEST OF POLE NO. 562
 LX3510'AND 104.8 FEET EAST OF POLE NO. 563.  A STANDARD DISK SET IN A
 LX3510'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND AND STAMPED
 LX3510'TORRINGTON 2.
 LX3510'
 LX3510'TO REACH THE STATION FROM THE 5-STREET INTERSECTION IN THE
 LX3510'CENTER OF TORRINGTON, GO WEST ON WATER STREET FOR 0.3 MILE TO
 LX3510'TRAFFIC LIGHT.  TURN LEFT ON RIVERSIDE ST. AND GO 0.3 MILE TO Y
 LX3510'INTERSECTION.  BEAR LEFT ON HIGHLAND AVE. AND GO UPHILL FOR 0.7
 LX3510'MILE TO STATION ON RIGHT (NORTH) SIDE OF ROAD.
 LX3510'
 LX3510'REFERENCE MARK NO. 1 IS EAST OF THE STATION SET IN A BOULDER
 LX3510'AND STAMPED TORRINGTON 1938 NO. 1.  THIS REFERENCE MARK MAY BE
 LX3510'REMOVED DUE TO NEW CONSTRUCTION IN THE NEAR FUTURE.
 LX3510'
 LX3510'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION SET IN
 LX3510'BEDROCK AND STAMPED TORRINGTON 1938 NO. 2.
 LX3510'
 LX3510'REFERENCE MARK NO. 3 IS NORTH OF THE STATION SET IN BEDROCK IN
 LX3510'AN OPEN FIELD.  IT IS 61 FEET NORTH OF POLE NO. 562.  A
 LX3510'STANDARD DISK SET FLUSH AND STAMPED TORRINGTON 3 1959.
 LX3510'
 LX3510'IN 1959 THE STATION MARK WAS REMOVED, THE GROUND AROUND THE
 LX3510'STATION LOWERED ABOUT FIVE FEET BY GRADING, AND THE MARK RESET
 LX3510'IN THE ORIGINAL HORIZONTAL POSITION.
 LX3510'
 LX3510'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX3510
 LX3510                          STATION RECOVERY (1970)
 LX3510
 LX3510'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1970 (AK)
 LX3510'TORRINGTON 2 RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3517 ***********************************************************************
 LX3517  DESIGNATION -  TORRINGTON WBD 386 018 MAST
 LX3517  PID         -  LX3517
 LX3517  STATE/COUNTY-  CT/LITCHFIELD
 LX3517  USGS QUAD   -  WEST TORRINGTON (1984)
 LX3517
 LX3517                         *CURRENT SURVEY CONTROL
 LX3517  ___________________________________________________________________
 LX3517* NAD 83(1996)-  41 48 05.55304(N)    073 10 26.49484(W)     ADJUSTED  
 LX3517* NAVD 88     -                                                        
 LX3517  ___________________________________________________________________
 LX3517  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 LX3517  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX3517
 LX3517  HORZ ORDER  -  THIRD
 LX3517
 LX3517.The horizontal coordinates were established by classical geodetic methods
 LX3517.and adjusted by the National Geodetic Survey in August 1998..
 LX3517
 LX3517
 LX3517.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3517
 LX3517.The geoid height was determined by GEOID03.
 LX3517
 LX3517;                    North         East     Units Scale Factor Converg.
 LX3517;SPC CT       -   260,016.347   269,561.109   MT  0.99999405   -0 16 52.2
 LX3517;SPC CT       -   853,070.30    884,385.07   sFT  0.99999405   -0 16 52.2
 LX3517;SPC MA M     -   840,391.985    60,886.037   MT  0.99998867   -1 07 28.2
 LX3517;SPC MA M     - 2,757,186.04    199,756.94   sFT  0.99998867   -1 07 28.2
 LX3517;UTM  18      - 4,629,353.579   651,694.672   MT  0.99988317   +1 13 02.4
 LX3517
 LX3517                          SUPERSEDED SURVEY CONTROL
 LX3517
 LX3517  NAD 83(1996)-  41 48 05.55291(N)    073 10 26.49513(W) AD(       ) 4
 LX3517  NAD 83(1992)-  41 48 05.55345(N)    073 10 26.49557(W) AD(       ) 4
 LX3517  NAD 83(1992)-  41 48 05.55436(N)    073 10 26.49638(W) AD(       ) 4
 LX3517  NAD 83(1986)-  41 48 05.55434(N)    073 10 26.49713(W) AD(       ) 4
 LX3517  NAD 27      -  41 48 05.20512(N)    073 10 28.09057(W) AD(       ) 3
 LX3517
 LX3517.Superseded values are not recommended for survey control.
 LX3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3517.See file dsdata.txt to determine how the superseded data were derived.
 LX3517
 LX3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5169529354(NAD 83)
 LX3517_MARKER: 44 = MICROWAVE MAST
 LX3517
 LX3517  HISTORY     - Date     Condition        Report By
 LX3517  HISTORY     - 1980     FIRST OBSERVED   NGS
 LX3517
 LX3517                          STATION DESCRIPTION
 LX3517
 LX3517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3517'THE STATION, TORRINGTON WBD 386 081 MAST, IS THE TOP CENTER OF
 LX3517'A GUYED MAST WITH BLUE DISHES, WITH AN OVERALL HEIGHT OF 42.7
 LX3517'METERS (140 FT).
 LX3517'
 LX3517'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTHEAST OF
 LX3517'GOSHEN, 5.2 KM (3-1/4 MI) NORTH-NORTHEAST OF LITCHFIELD
 LX3517'AND 3.2 KM (2 MI) WEST-SOUTHWEST FROM THE APPROXIMATE
 LX3517'CENTER OF TORRINGTON.
 LX3517'OWNERSHIP--CONNECTICUT BANK AND TRUST CO, LEASED BY HARTFORD
 LX3517'ELECTRIC LIGHT CO, MR D MARTIN-ENGINEER, 266 PEARL,
 LX3517'HARFORD, CT 06103, PHONE 203-666-6911.
 LX3517'
 LX3517'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6192 ***********************************************************************
 LX6192  DESIGNATION -  TOWER HILL
 LX6192  PID         -  LX6192
 LX6192  STATE/COUNTY-  CT/MIDDLESEX
 LX6192  USGS QUAD   -  CLINTON (1984)
 LX6192
 LX6192                         *CURRENT SURVEY CONTROL
 LX6192  ___________________________________________________________________
 LX6192* NAD 83(1996)-  41 21 22.65205(N)    072 31 10.16813(W)     ADJUSTED  
 LX6192* NAVD 88     -       130.7    (meters)     429.     (feet)  VERTCON   
 LX6192  ___________________________________________________________________
 LX6192  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LX6192  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX6192
 LX6192  HORZ ORDER  -  FIRST
 LX6192
 LX6192.The horizontal coordinates were established by classical geodetic methods
 LX6192.and adjusted by the National Geodetic Survey in August 1998..
 LX6192
 LX6192.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6192
 LX6192.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6192
 LX6192.The geoid height was determined by GEOID03.
 LX6192
 LX6192;                    North         East     Units Scale Factor Converg.
 LX6192;SPC CT       -   210,504.534   324,089.447   MT  0.99998791   +0 09 10.2
 LX6192;SPC CT       -   690,630.29  1,063,283.46   sFT  0.99998791   +0 09 10.2
 LX6192;UTM  18      - 4,581,278.849   707,495.508   MT  1.00012989   +1 38 22.4
 LX6192
 LX6192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6192!SPC CT       -   0.99998422  x   0.99998791  =   0.99997213
 LX6192!UTM  18      -   0.99998422  x   1.00012989  =   1.00011411
 LX6192
 LX6192:                Primary Azimuth Mark                     Grid Az
 LX6192:SPC CT       -  VINCENT                                  153 49 19.2
 LX6192:UTM  18      -  VINCENT                                  152 20 07.0
 LX6192
 LX6192|---------------------------------------------------------------------|
 LX6192| PID    Reference Object                     Distance      Geod. Az  |
 LX6192|                                                           dddmmss.s |
 LX6192| LX5937 VINCENT                             APPROX. 5.3 KM 1535829.4 |
 LX6192| CZ8032 TOWER HILL RM 1                      30.595 METERS 17638     |
 LX6192| LX6216 KILLINGWORTH ST POLICE MAST         APPROX. 7.0 KM 2551011.6 |
 LX6192| LX6198 KILLINGWORTH CONG CH DOME           APPROX. 3.9 KM 2805903.0 |
 LX6192| CZ8033 TOWER HILL RM 2                      48.307 METERS 32400     |
 LX6192| LX6208 TOWER HILL AZ MK 2 A PT             266.997 METERS 34100     |
 LX6192| LX6207 TOWER HILL AZ MK 2                  253.140 METERS 34358     |
 LX6192| LX6206 TOWER HILL AZ MK                    252.416 METERS 34638     |
 LX6192|---------------------------------------------------------------------|
 LX6192
 LX6192                          SUPERSEDED SURVEY CONTROL
 LX6192
 LX6192  NAD 83(1992)-  41 21 22.65118(N)    072 31 10.16790(W) AD(       ) 1
 LX6192  NAD 83(1986)-  41 21 22.65321(N)    072 31 10.17090(W) AD(       ) 1
 LX6192  NAD 27      -  41 21 22.29808(N)    072 31 11.84903(W) AD(       ) 1
 LX6192  NGVD 29 (07/19/86)  131.0    (m)          430.     (f) VERT ANG       
 LX6192
 LX6192.Superseded values are not recommended for survey control.
 LX6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6192.See file dsdata.txt to determine how the superseded data were derived.
 LX6192
 LX6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0749681279(NAD 83)
 LX6192
 LX6192  HISTORY     - Date     Condition        Report By
 LX6192  HISTORY     - 1942     MONUMENTED       CGS
 LX6192  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6192
 LX6192                          STATION DESCRIPTION
 LX6192
 LX6192'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6192'STATION IS LOCATED ABOUT 6 MILES N OF CLINTON AND 2-1/2 MILES E
 LX6192'OF KILLINGWORTH AND 0.15 MILE S OF STATE ROUTE 80, ON THE TOP
 LX6192'OF A HILL KNOWN AS TOWER HILL, 13.0 FEET E OF A N-S STONE FENCE,
 LX6192'23 FEET NW OF AN 18-INCH APPLE TREE.  THE LAND IS OWNED BY
 LX6192'DR. D.S. SWEITZER.  THE DISK IS STAMPED TOWER HILL 1942.
 LX6192'
 LX6192'REFERENCE MARK NO.1 IS 100.42 FEET S OF THE STATION, 4 FEET
 LX6192'E OF A N-S STONE FENCE.  THE DISK IS STAMPED TOWER HILL NO.1, 1942.
 LX6192'
 LX6192'REFERENCE MARK NO.2 IS 158.58 FEET NW OF THE STATION, 3.4 FEET
 LX6192'S OF AN E-W STONE FENCE.  THE DISK IS STAMPED TOWER HILL
 LX6192'NO.2, 1942.
 LX6192'
 LX6192'AZIMUTH MARK IS ABOUT 0.2 MILE N OF THE STATION ON A HIGH SAND
 LX6192'BANK 32.5 FEET N OF THE CENTERLINE OF THE PAVEMENT OF HIGHWAY 80,
 LX6192'86.3 FEET E OF POWER POLE NO. 3.  THE DISK IS STAMPED TOWER HILL
 LX6192'1942.
 LX6192'
 LX6192'U.S.C. AND G.S. AND S.S. NO. 164 IS ABOUT 0.25 MILE NW OF
 LX6192'STATION, 4.0 FEET N OF THE N EDGE OF THE PAVEMENT OF STATE
 LX6192'ROUTE NO. 80, 43.8 FEET SW OF THE SW CORNER OF M.O. GREGORYS
 LX6192'GARAGE, 94.5 FEET W OF POWER POLE NO. 5.  THE DISK IS A BRONZE
 LX6192'U.S.C. AND G.S. AND S.S. AND STAMPED 164.
 LX6192'
 LX6192'TO REACH STATION FROM THE TRAFFIC CIRCLE AT THE JUNCTIONS
 LX6192'OF STATE ROUTES 80 AND 81, GO E ON ROUTE 80 FOR 2.20 MILES TO
 LX6192'GRAVEL CROSSROADS AND SIGN TOWER HILL ON THE RIGHT,* TURN RIGHT
 LX6192'AND GO S 0.25 MILE TO A FARM ROAD LEFT, TURN LEFT AND GO 0.15
 LX6192'MILE TO TOWER HILL HOUSE ON THE LEFT, STATION IS LOCATED ABOUT
 LX6192'300 FEET N OF THE HOUSE IN A STONE FENCE LINE.
 LX6192'
 LX6192'*TO REACH AZIMUTH MARK FROM THIS POINT, GO E ON ROUTE 80 FOR
 LX6192'0.3 MILE TO AZIMUTH ON THE LEFT ON A HIGH SAND BANK.
 LX6192'
 LX6192'*TO REACH U.S.C. AND G.S. AND S.S. MARK NO. 164 FROM THIS POINT
 LX6192'GO E ON ROUTE 80 FOR 0.1 MILE TO MARK ON THE LEFT SIDE OF THE ROAD.
 LX6192'
 LX6192'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX6192
 LX6192                          STATION RECOVERY (1976)
 LX6192
 LX6192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6192'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 LX6192'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 LX6192'MARK WILL NO LONGER SEE DUE TO TREES WHICH COULD NOT BE
 LX6192'CLEARED.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LX6192'THE DIRECTIONS TO THE REFERENCE MARKS CHECKED THE 1942
 LX6192'OBSERVATIONS.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO
 LX6192'BE SHORTER BY 0.013 OF A METER AND THE DISTANCE TO REFERENCE
 LX6192'MARK 2 WAS FOUND TO BE SHORTER BY 0.028 OF A METER.  A NEW AND
 LX6192'COMPLETE DESCRIPTION FOLLOWS.
 LX6192'
 LX6192'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF THE JUNCTION OF
 LX6192'INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 145, 2 MILES WEST OF
 LX6192'WINTHROP, 2 MILES EAST OF KILLINGWORTH AND ON THE PROPERTY OF MRS.
 LX6192'HELEN E. SWEITZER, TOWER HILL ROAD, KILLINGWORTH, CONNECTICUT.
 LX6192'HER TELEPHONE NUMBER IS 526-2277.
 LX6192'
 LX6192'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6192'95 AND STATE HIGHWAY 145, WHICH IS ABOUT 2 MILES NORTHEAST
 LX6192'OF CLINTON, GO NORTH ON STATE HIGHWAY 145 FOR 2.3 MILES
 LX6192'TO THE JUNCTION OF
 LX6192'CROSS ROAD.  CONTINUE AHEAD NORTHERLY ON STATE HIGHWAY 145 FOR
 LX6192'2.1 MILES TO A T-ROAD, TURN LEFT AND GO WESTERLY ON STATE
 LX6192'HIGHWAY 80 FOR 1.15 MILES TO THE AZIMUTH MARK AND THE AZIMUTH
 LX6192'MARK 2 ON THE RIGHT.  CONTINUE WESTERLY ON STATE HIGHWAY 80
 LX6192'FOR 0.15 MILE TO A CROSSROAD, TURN LEFT AND GO SOUTH ON TOWER
 LX6192'HILL ROAD FOR 0.3 MILE TO WHERE TOWER HILL ROAD TURNS LEFT.
 LX6192'TURN LEFT AND GO EASTERLY ON TOWER HILL ROAD FOR 0.15 MILE
 LX6192'TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 LX6192'DRIVEWAY FOR ABOUT 300 FEET TO A HOUSE AND THE END OF THE
 LX6192'DRIVEWAY, CONTINUE NORTH ACROSS A FIELD FOR 0.05 MILE TO
 LX6192'THE TOP OF A SMALL HILL AND THE STATION AS DESCRIBED.
 LX6192'
 LX6192'THE STATION MARK STAMPED---TOWER HILL 1942---, IS A STANDARD
 LX6192'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LX6192'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET WEST OF
 LX6192'A TWIN TRUNKED CEDAR TREE, 23 FEET NORTH OF A TWIN TRUNKED
 LX6192'DOGWOOD TREE, 15 FEET EAST OF A METAL WITNESS POST AND 12 FEET
 LX6192'EAST OF A ROCK FENCE.
 LX6192'
 LX6192'REFERENCE MARK 1, STAMPED---TOWER HILL NO 1 1942---, IS A
 LX6192'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX6192'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LX6192'SURFACE.  IT IS 7 FEET SOUTHEAST OF A 20-INCH HICKORY TREE, 3
 LX6192'FEET EAST OF A ROCK FENCE AND 2.8 FEET NORTHWEST OF A METAL
 LX6192'WITNESS POST.
 LX6192'
 LX6192'REFERENCE MARK 2, STAMPED---TOWER HILL NO 2 1942---, IS A
 LX6192'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX6192'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LX6192'SURFACE.  IT IS 62 FEET WEST OF A T-JUNCTION OF TWO ROCK
 LX6192'FENCES, 17 FEET EAST OF A 10-INCH OAK TREE AND 5 FEET SOUTH
 LX6192'OF A ROCK FENCE.
 LX6192'
 LX6192'THE AZIMUTH MARK, STAMPED---TOWER HILL 1942---, IS A STANDARD
 LX6192'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LX6192'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 52
 LX6192'FEET WEST OF POWER LINE POLE NUMBER 3, 35 FEET NORTH OF THE
 LX6192'CENTER LINE OF STATE HIGHWAY 80, 34 FEET EAST OF A METAL
 LX6192'WITNESS POST AND 30 FEET SOUTH OF THE JUNCTION OF TWO
 LX6192'DRIVEWAYS.
 LX6192'
 LX6192'THE AZIMUTH MARK 2, STAMPED---TOWER HILL 1942 AZ 2 1976---, IS
 LX6192'A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 LX6192'TOP OF A 3 BY 5 FOOT BOULDER WHICH IS FLUSH WITH THE GROUND
 LX6192'SURFACE ON THE NORTH SIDE AND PROJECTS ABOUT 3 FEET ON THE
 LX6192'SOUTH SIDE.  IT IS 48 FEET EAST OF POWER LINE POLE NUMBER 3,
 LX6192'33 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 80, 18 FEET
 LX6192'SOUTH OF THE CENTER LINE OF A DRIVEWAY, 11 FEET SOUTHEAST OF A
 LX6192'14-INCH WHITEWOOD TREE AND 4.2 FEET WEST OF A METAL WITNESS
 LX6192'POST.
 LX6192'
 LX6192'NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 LX6192'AND BRUSH ON LINE.
 LX6192'
 LX6192'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.4 METERS.
 LX6192'
 LX6192'DESCRIBED BY NOLAN B. JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6207 ***********************************************************************
 LX6207  DESIGNATION -  TOWER HILL AZ MK 2
 LX6207  PID         -  LX6207
 LX6207  STATE/COUNTY-  CT/MIDDLESEX
 LX6207  USGS QUAD   -  CLINTON (1984)
 LX6207
 LX6207                         *CURRENT SURVEY CONTROL
 LX6207  ___________________________________________________________________
 LX6207* NAD 83(1996)-  41 21 30.53858(N)    072 31 13.17477(W)     ADJUSTED  
 LX6207* NAVD 88     -       118.6    (meters)     389.     (feet)  VERTCON   
 LX6207  ___________________________________________________________________
 LX6207  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LX6207  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX6207
 LX6207  HORZ ORDER  -  SECOND
 LX6207
 LX6207.The horizontal coordinates were established by classical geodetic methods
 LX6207.and adjusted by the National Geodetic Survey in August 1998..
 LX6207
 LX6207.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6207
 LX6207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6207
 LX6207.The geoid height was determined by GEOID03.
 LX6207
 LX6207;                    North         East     Units Scale Factor Converg.
 LX6207;SPC CT       -   210,747.646   324,018.913   MT  0.99998779   +0 09 08.2
 LX6207;SPC CT       -   691,427.90  1,063,052.05   sFT  0.99998779   +0 09 08.2
 LX6207;UTM  18      - 4,581,520.082   707,418.680   MT  1.00012950   +1 38 20.7
 LX6207
 LX6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6207!SPC CT       -   0.99998612  x   0.99998779  =   0.99997391
 LX6207!UTM  18      -   0.99998612  x   1.00012950  =   1.00011562
 LX6207
 LX6207|---------------------------------------------------------------------|
 LX6207| PID    Reference Object                     Distance      Geod. Az  |
 LX6207|                                                           dddmmss.s |
 LX6207| LX6206 TOWER HILL AZ MK                     11.721 METERS 07850     |
 LX6207| LX6192 TOWER HILL                          253.140 METERS 16358     |
 LX6207| LX6208 TOWER HILL AZ MK 2 A PT              19.348 METERS 29812     |
 LX6207|---------------------------------------------------------------------|
 LX6207
 LX6207                          SUPERSEDED SURVEY CONTROL
 LX6207
 LX6207  NAD 83(1992)-  41 21 30.53771(N)    072 31 13.17455(W) AD(       ) 2
 LX6207  NAD 83(1986)-  41 21 30.53971(N)    072 31 13.17751(W) AD(       ) 2
 LX6207  NAD 27      -  41 21 30.17757(N)    072 31 14.85268(W) AD(       ) 2
 LX6207  NGVD 29 (07/19/86)  118.9    (m)          390.     (f) VERT ANG       
 LX6207
 LX6207.Superseded values are not recommended for survey control.
 LX6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6207.See file dsdata.txt to determine how the superseded data were derived.
 LX6207
 LX6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0741981520(NAD 83)
 LX6207_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6207_SETTING: 80 = SET IN A BOULDER
 LX6207_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX6207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6207+STABILITY: SURFACE MOTION
 LX6207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX6207+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 LX6207
 LX6207  HISTORY     - Date     Condition        Report By
 LX6207  HISTORY     - 1976     MONUMENTED       NGS
 LX6207  HISTORY     - 19970204 GOOD             USPSQD
 LX6207  HISTORY     - 20030606 GOOD             USPSQD
 LX6207
 LX6207                          STATION DESCRIPTION
 LX6207
 LX6207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6207'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF THE JUNCTION OF
 LX6207'INTERSTATE HIGHWAY 95 AND STATE HIGHWAY 145, 2 MILES WEST OF
 LX6207'WINTHROP, 2 MILES EAST OF KILLINGWORTH AND ON THE ROAD
 LX6207'RIGHT-OF-WAY OF STATE HIGHWAY 80.
 LX6207'
 LX6207'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6207'95 AND STATE HIGHWAY 145, WHICH IS ABOUT 2 MILES NORTHEAST
 LX6207'OF CLINTON, GO NORTH ON STATE HIGHWAY 145 FOR 2.3 MILES
 LX6207'TO THE JUNCTION OF CROSS ROAD.  CONTINUE AHEAD NORTHERLY ON
 LX6207'STATE HIGHWAY 145 FOR 2.1 MILES TO A T-ROAD.  TURN LEFT AND GO
 LX6207'WESTERLY ON STATE HIGHWAY 80 FOR 1.15 MILES TO THE STATION ON
 LX6207'THE RIGHT AS DESCRIBED.
 LX6207'
 LX6207'THE STATION MARK, STAMPED---TOWER HILL 1942 AZ 2 1976---, IS A
 LX6207'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 LX6207'TOP OF A 3 BY 5 FOOT BOULDER WHICH IS FLUSH WITH THE GROUND
 LX6207'SURFACE ON THE NORTH SIDE AND PROJECTS ABOUT 3 FEET ON THE
 LX6207'SOUTH SIDE.  IT IS 48 FEET EAST OF POWER LINE POLE NUMBER 3,
 LX6207'33 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 80, 18 FEET
 LX6207'SOUTH OF THE CENTER LINE OF A DRIVEWAY, 11 FEET SOUTHEAST OF A
 LX6207'14-INCH WHITEWOOD TREE AND 4.2 FEET WEST OF A METAL WITNESS
 LX6207'POST.
 LX6207'
 LX6207'REFERENCE MARK, STAMPED---TOWER HILL 1942---, IS A STANDARD
 LX6207'AZIMUTH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LX6207'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND
 LX6207'SURFACE.  IT IS 52 FEET WEST OF POWER LINE POLE NUMBER 3, 35
 LX6207'FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 80, 34 FEET EAST
 LX6207'OF A METAL WITNESS POST AND 30 FEET SOUTH OF THE JUNCTION OF
 LX6207'TWO DRIVEWAYS.  THIS IS THE OLD AZIMUTH MARK FOR TRIANGULATION
 LX6207'STATION TOWER HILL 1942 WHICH IS NO LONGER VISIBLE.
 LX6207'
 LX6207'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.7 METER.
 LX6207'
 LX6207'DESCRIBED BY NOLAN B. JOHNSON.
 LX6207
 LX6207                          STATION RECOVERY (1997)
 LX6207
 LX6207'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6207'RECOVERED IN GOOD CONDITION.
 LX6207
 LX6207                          STATION RECOVERY (2003)
 LX6207
 LX6207'RECOVERY NOTE BY US POWER SQUADRON 2003 (RMS)
 LX6207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6984 ***********************************************************************
 LX6984  DESIGNATION -  TOWN DOCK
 LX6984  PID         -  LX6984
 LX6984  STATE/COUNTY-  CT/MIDDLESEX
 LX6984  USGS QUAD   -  MIDDLETOWN (1992)
 LX6984
 LX6984                         *CURRENT SURVEY CONTROL
 LX6984  ___________________________________________________________________
 LX6984* NAD 83(1996)-  41 35 39.03210(N)    072 38 25.49703(W)     ADJUSTED  
 LX6984* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX6984  ___________________________________________________________________
 LX6984  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX6984  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6984
 LX6984  HORZ ORDER  -  THIRD
 LX6984
 LX6984.The horizontal coordinates were established by classical geodetic methods
 LX6984.and adjusted by the National Geodetic Survey in August 1998..
 LX6984
 LX6984.The orthometric height was scaled from a topographic map.
 LX6984
 LX6984.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6984
 LX6984.The geoid height was determined by GEOID03.
 LX6984
 LX6984;                    North         East     Units Scale Factor Converg.
 LX6984;SPC CT       -   236,904.251   313,937.048   MT  0.99998370   +0 04 21.6
 LX6984;SPC CT       -   777,243.36  1,029,975.13   sFT  0.99998370   +0 04 21.6
 LX6984;UTM  18      - 4,607,408.639   696,658.553   MT  1.00007595   +1 34 00.9
 LX6984
 LX6984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6984!SPC CT       -   1.00000421  x   0.99998370  =   0.99998791
 LX6984!UTM  18      -   1.00000421  x   1.00007595  =   1.00008016
 LX6984
 LX6984|---------------------------------------------------------------------|
 LX6984| PID    Reference Object                     Distance      Geod. Az  |
 LX6984|                                                           dddmmss.s |
 LX6984| CZ8034 TOWN DOCK RM 1                        7.410 METERS 03954     |
 LX6984| LX6985 105                                   1.860 METERS 14219     |
 LX6984| LX6954 PORTLAND EPIS CHURCH SPIRE          APPROX. 1.7 KM 1645906.9 |
 LX6984| CZ8035 TOWN DOCK RM 2                        5.000 METERS 17104     |
 LX6984|---------------------------------------------------------------------|
 LX6984
 LX6984                          SUPERSEDED SURVEY CONTROL
 LX6984
 LX6984  NAD 83(1992)-  41 35 39.03145(N)    072 38 25.49701(W) AD(       ) 3
 LX6984  NAD 83(1986)-  41 35 39.03339(N)    072 38 25.49895(W) AD(       ) 3
 LX6984  NAD 27      -  41 35 38.67000(N)    072 38 27.16700(W) AD(       ) 3
 LX6984
 LX6984.Superseded values are not recommended for survey control.
 LX6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6984.See file dsdata.txt to determine how the superseded data were derived.
 LX6984
 LX6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9665907409(NAD 83)
 LX6984
 LX6984  HISTORY     - Date     Condition        Report By
 LX6984  HISTORY     - 1935     MONUMENTED       CGS
 LX6984  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6984
 LX6984                          STATION DESCRIPTION
 LX6984
 LX6984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6984'THE STATION IS ON THE W BANK OF THE CONNECTICUT RIVER AT THE OLD
 LX6984'TOWN DOCK OF CROMWELL.  ALL THAT IS LEFT OF THE DOCKS ARE THE
 LX6984'SANDSTONE FOUNDATIONS AND THE PILINGS.  THE DOCK IS NOW USED BY
 LX6984'THE FRANKLIN OIL COMPANY.  THERE ARE THREE 6-INCH PIPE LINES JUST
 LX6984'N OF THE STATION.  THE STATION IS MARKED BY A STANDARD DISK SET
 LX6984'IN A DRILL HOLE IN THE MOST SOUTHERLY FOUNDATION AND IS IN THE
 LX6984'SECOND STONE FROM THE RIVER END OF THE FOUNDATION.  U.S.E. 105
 LX6984'(A BRASS PLUG) IS SET IN THE STONE 1.86 METERS EASTERLY OF THE
 LX6984'STATION.
 LX6984'
 LX6984'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX6984'THE RIVER END OF THE SECOND FOUNDATION PIER FROM THE NORTHERLY
 LX6984'END OF THE DOCK AND IS N 45 DEG E OF THE STATION.  REFERENCE MARK
 LX6984'NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE FLAT
 LX6984'STONE THAT IS A PART OF THE RETAINING WALL.  IT IS S OF THE
 LX6984'STATION.
 LX6984'
 LX6984'HEIGHT OF SIGNAL ABOVE STATION MARK - 2 METERS.
 LX6984
 LX6984                          STATION RECOVERY (1969)
 LX6984
 LX6984'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6984'STATION MARK AND R.M. NO. 2 RECOVERED IN GOOD CONDITION.  R.M. NO. 1
 LX6984'WAS SEARCHED FOR BUT NOT FOUND.  THE ORIGINAL DESCRIPTION IS
 LX6984'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5097 ***********************************************************************
 LX5097  DESIGNATION -  TRANSMISSION TOWER
 LX5097  PID         -  LX5097
 LX5097  STATE/COUNTY-  CT/NEW LONDON
 LX5097  USGS QUAD   -  UNCASVILLE (1984)
 LX5097
 LX5097                         *CURRENT SURVEY CONTROL
 LX5097  ___________________________________________________________________
 LX5097* NAD 83(1996)-  41 26 11.98553(N)    072 05 16.54688(W)     ADJUSTED  
 LX5097* NAVD 88     -                                                        
 LX5097  ___________________________________________________________________
 LX5097  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 LX5097  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5097
 LX5097  HORZ ORDER  -  THIRD
 LX5097
 LX5097.The horizontal coordinates were established by classical geodetic methods
 LX5097.and adjusted by the National Geodetic Survey in August 1998..
 LX5097
 LX5097
 LX5097.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5097
 LX5097.The geoid height was determined by GEOID03.
 LX5097
 LX5097;                    North         East     Units Scale Factor Converg.
 LX5097;SPC CT       -   219,616.725   360,133.376   MT  0.99998457   +0 26 20.4
 LX5097;SPC CT       -   720,525.87  1,181,537.58   sFT  0.99998457   +0 26 20.4
 LX5097;UTM  18      - 4,591,326.258   743,299.298   MT  1.00032854   +1 55 41.3
 LX5097
 LX5097                          SUPERSEDED SURVEY CONTROL
 LX5097
 LX5097  NAD 83(1992)-  41 26 11.98450(N)    072 05 16.54615(W) AD(       ) 4
 LX5097  NAD 83(1986)-  41 26 11.98519(N)    072 05 16.54948(W) AD(       ) 4
 LX5097  NAD 27      -  41 26 11.63200(N)    072 05 18.27300(W) AD(       ) 3
 LX5097
 LX5097.Superseded values are not recommended for survey control.
 LX5097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5097.See file dsdata.txt to determine how the superseded data were derived.
 LX5097
 LX5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4329991326(NAD 83)
 LX5097_MARKER: 56 = SKELETON TOWER
 LX5097
 LX5097  HISTORY     - Date     Condition        Report By
 LX5097  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5097  HISTORY     - 1961     GOOD             CGS
 LX5097  HISTORY     - 1984     GOOD             USPSQD
 LX5097  HISTORY     - 1984     GOOD             USPSQD
 LX5097  HISTORY     - 1989     GOOD             USPSQD
 LX5097
 LX5097                          STATION DESCRIPTION
 LX5097
 LX5097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5097'THE TRANSMISSION TOWER OF THE CONNECTICUT LIGHT AND POWER COMPANY
 LX5097'IS ON THE SIDE OF A VERY STEEP HILL ON THE E BANK OF THE THAMES
 LX5097'RIVER.  IT IS BUILT OF STRUCTURAL STEEL ANGLE IRONS WITH GIRDERS
 LX5097'EVERY 10 FEET AND DIAGONAL BRACING BETWEEN.  THE TOWER CARRIES
 LX5097'4 CROSS ARMS NEAR THE TOP AND IS 130 FEET HIGH.
 LX5097'
 LX5097'THE STATION IS THE CENTER LINE OF THE TOWER.
 LX5097
 LX5097                          STATION RECOVERY (1961)
 LX5097
 LX5097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5097'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX5097
 LX5097                          STATION RECOVERY (1984)
 LX5097
 LX5097'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5097'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5097'AND ACCURATE.
 LX5097
 LX5097                          STATION RECOVERY (1984)
 LX5097
 LX5097'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5097'TRANSMISSION TOWER 1934 RECOVERED AS DESCRIBED.
 LX5097'
 LX5097'THERE IS ANOTHER TOWER AT A LOWER LEVEL TO THE NORTHEAST
 LX5097'CARRYING 3 CROSS ARMS.
 LX5097
 LX5097                          STATION RECOVERY (1989)
 LX5097
 LX5097'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7041 ***********************************************************************
 LX7041  DESIGNATION -  TRAP ROCK
 LX7041  PID         -  LX7041
 LX7041  STATE/COUNTY-  CT/HARTFORD
 LX7041  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7041
 LX7041                         *CURRENT SURVEY CONTROL
 LX7041  ___________________________________________________________________
 LX7041* NAD 83(1996)-  41 40 12.02444(N)    072 38 10.34654(W)     ADJUSTED  
 LX7041* NAVD 88     -        61.11   (+/-2cm)     200.5    (feet)  VERTCON   
 LX7041  ___________________________________________________________________
 LX7041  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX7041  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LX7041
 LX7041  HORZ ORDER  -  FIRST
 LX7041  VERT ORDER  -  THIRD ? (See Below)
 LX7041
 LX7041.The horizontal coordinates were established by classical geodetic methods
 LX7041.and adjusted by the National Geodetic Survey in August 1998..
 LX7041
 LX7041.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7041.The vertical order pertains to the NGVD 29 superseded value.
 LX7041
 LX7041.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7041
 LX7041.The geoid height was determined by GEOID03.
 LX7041
 LX7041;                    North         East     Units Scale Factor Converg.
 LX7041;SPC CT       -   245,326.848   314,276.832   MT  0.99998596   +0 04 31.6
 LX7041;SPC CT       -   804,876.50  1,031,089.91   sFT  0.99998596   +0 04 31.6
 LX7041;UTM  18      - 4,615,838.006   696,778.427   MT  1.00007653   +1 34 19.4
 LX7041
 LX7041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7041!SPC CT       -   0.99999504  x   0.99998596  =   0.99998100
 LX7041!UTM  18      -   0.99999504  x   1.00007653  =   1.00007157
 LX7041
 LX7041:                Primary Azimuth Mark                     Grid Az
 LX7041:SPC CT       -  PRATT WHITNEY N RED PYLON                002 51 31.7
 LX7041:UTM  18      -  PRATT WHITNEY N RED PYLON                001 21 43.9
 LX7041
 LX7041|---------------------------------------------------------------------|
 LX7041| PID    Reference Object                     Distance      Geod. Az  |
 LX7041|                                                           dddmmss.s |
 LX7041| LX7057 PRATT WHITNEY N RED PYLON           APPROX. 2.9 KM 0025603.3 |
 LX7041| LX7055 PRATT WHITNEY S YELLOW PYLON        APPROX. 2.1 KM 0071435.0 |
 LX7041| LX6800 GLASTONBURY ST PAULS CATH CH        APPROX. 5.4 KM 0232012.1 |
 LX7041| LX6811 GLASTONBURY CH OF CHRIST SPIRE      APPROX. 4.9 KM 0280938.5 |
 LX7041| CZ8037 TRAP ROCK RM 2                        9.384 METERS 03217     |
 LX7041| LX6771 S GLASTONBURY FRONT RANGE LT        APPROX. 2.5 KM 0754327.8 |
 LX7041| LX6764 S GLASTONBURY REAR RANGE LT         APPROX. 2.5 KM 0772006.2 |
 LX7041| LX6770 TWO PIERS CHANNEL R RNG LT          APPROX. 2.4 KM 0800437.0 |
 LX7041| LX6769 TWO PIERS CHANNEL F RNG LT          APPROX. 2.4 KM 0802024.2 |
 LX7041| LX6762 GLASTONBURY GILBERTS TOWER          APPROX. 2.9 KM 0862901.2 |
 LX7041| LX6774 S GLASTONBURY CONG CH TOWER         APPROX. 2.8 KM 0950822.0 |
 LX7041| LX7052 PRATT WHITNEY S RED PYLON           APPROX. 0.6 KM 1061224.0 |
 LX7041| LX6782 S GLASTONBURY HORTONS BARN CUP      APPROX. 1.8 KM 1092607.1 |
 LX7041| LX6773 GLASTONBURY TOWNFARM GABLE          APPROX. 3.0 KM 1170934.0 |
 LX7041| LX7064 ROCKY HILL STANDPIPE                APPROX. 2.1 KM 1971025.4 |
 LX7041| LX7083 ROCKY HILL VET HOSPITAL E TK        APPROX. 1.9 KM 2245927.2 |
 LX7041| LX7016 ROCKY HILL VETERANS TANK            APPROX. 1.9 KM 2255849.0 |
 LX7041| CZ8036 TRAP ROCK RM 1                        9.594 METERS 30430     |
 LX7041| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 4.9 KM 3442357.8 |
 LX7041| LX7045 CYS HOLLOW BAR FRONT RANGE LT       APPROX. 4.7 KM 3571211.0 |
 LX7041| LX7104 PRESS BARN BAR REAR RANGE LT        APPROX. 3.2 KM 3571638.6 |
 LX7041| LX7048 CYS HOLLOW BAR REAR RANGE LT        APPROX. 4.7 KM 3574752.2 |
 LX7041| LX7049 PRATT WHITNEY N YELLOW PYLON        APPROX. 5.2 KM 3581756.5 |
 LX7041| LX7103 PRESS BARN BAR FRONT RANGE LT       APPROX. 3.2 KM 3582659.2 |
 LX7041|---------------------------------------------------------------------|
 LX7041
 LX7041                          SUPERSEDED SURVEY CONTROL
 LX7041
 LX7041  NAD 83(1996)-  41 40 12.02382(N)    072 38 10.34665(W) AD(       ) 1
 LX7041  NAD 83(1992)-  41 40 12.02395(N)    072 38 10.34663(W) AD(       ) 1
 LX7041  NAD 83(1992)-  41 40 12.02559(N)    072 38 10.34834(W) AD(       ) 1
 LX7041  NAD 83(1986)-  41 40 12.02580(N)    072 38 10.34829(W) AD(       ) 1
 LX7041  NAD 27      -  41 40 11.66013(N)    072 38 12.02040(W) AD(       ) 1
 LX7041  NGVD 29 (07/19/86)   61.39   (m)          201.4    (f) LEVELING    3  
 LX7041
 LX7041.Superseded values are not recommended for survey control.
 LX7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7041.See file dsdata.txt to determine how the superseded data were derived.
 LX7041
 LX7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9677815838(NAD 83)
 LX7041_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7041_SETTING: 66 = SET IN ROCK OUTCROP
 LX7041_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7041+STABILITY: POSITION/ELEVATION WELL
 LX7041
 LX7041  HISTORY     - Date     Condition        Report By
 LX7041  HISTORY     - 1935     MONUMENTED       CGS
 LX7041  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7041  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7041  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX7041
 LX7041                          STATION DESCRIPTION
 LX7041
 LX7041'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7041'THE STATION IS REACHED FROM THE CENTER OF ROCKY HILL, TURN
 LX7041'EASTERLY OFF ROUTE 9 ON TO ROUTE 160 (GLASTONBURY AVENUE) THE
 LX7041'MOST SOUTHERLY OF THREE ROADS.  GO 0.45 MILE AND TURN LEFT ALONG
 LX7041'THE W SIDE OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AND
 LX7041'GO 0.3 MILE, TURN RIGHT AND GO 0.2 MILE TO A THREE-WAY FORK OF
 LX7041'QUARRY DRIVEWAYS, TAKE THE UPPER DRIVEWAY, THIS LEADS TO THE
 LX7041'QUARRY PIT.  THE STATION IS MARKED BY A STANDARD DISK SET IN A
 LX7041'DRILL HOLE IN OUTCROPPING TRAP ROCK LEDGE, BACK OF THE UPPER
 LX7041'EDGE OF THE FACE OF THE CUT AND IN THE CENTER OF A HOG BACK
 LX7041'FORMATION THAT RUNS DOWN THE SIDE OF THE HILL.  THE HILL BREAKS
 LX7041'SHARPLY AWAY TO THE SOUTHWARD.
 LX7041'
 LX7041'STATION, AND REFERENCE MARKS ARE STANDARD BRONZE DISK SET IN
 LX7041'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 12A, AND 2A.
 LX7041'
 LX7041'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX7041'THE SAME HOG BACK FORMATION AS THE STATION, BUT AT A HIGHER
 LX7041'ELEVATION AND IS N 40 DEG W OF THE STATION.
 LX7041'
 LX7041'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LX7041'BEDROCK N 45 DEG E OF THE STATION AND AT A LOWER ELEVATION THAN
 LX7041'THE STATION.
 LX7041'
 LX7041'HEIGHT OF SIGNAL ABOVE STATION MARK - 5 METERS.
 LX7041
 LX7041                          STATION RECOVERY (1948)
 LX7041
 LX7041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7041'THIS STATION RECOVERED AS DESCRIBED EXCEPT THAT STATION DISK HAS
 LX7041'BEEN DESTROYED.  THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 LX7041'CONDITION.
 LX7041
 LX7041                          STATION RECOVERY (1971)
 LX7041
 LX7041'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX7041'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX7041'REACH THE STATION FROM ROCKY HILL AT INTERSECTION OF ROUTE 160
 LX7041'(ELM STREET), ROUTE 99 (MAIN STREET) AND OLD MAIN STREET, GO
 LX7041'NORTHEAST ON OLD MAIN STREET FOR 0.2 MILE TO RIVERVIEW ROAD, GO
 LX7041'ABOUT 300 FEET ON RIVERVIEW ROAD TO A DR. ON THE LEFT (WEST)
 LX7041'WHICH LEADS TO A 1-1/2 STY. STONE HOUSE 5, 0.15 MILE NORTHWEST
 LX7041'OF RIVERVIEW ROAD.  THE STATION IS ABOUT 400 FEET NORTHWEST OF
 LX7041'THE BIT.  DRIVEWAY ON THE HIGH PART OF THE HILL.
 LX7041
 LX7041                          STATION RECOVERY (1978)
 LX7041
 LX7041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7041'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX7041'GOOD CONDITION AS DESCRIBED IN 1935.  THE DISTANCE AND THE
 LX7041'DIRECTION TO THE REFERENCE MARKS CHECKED FAVORABLY WITH THE
 LX7041'1935 DATA.  THE DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE
 LX7041'2 WAS FOUND TO BE LESS BY 0.321 METER.  A NEW AND COMPLETE
 LX7041'DESCRIPTION FOLLOWS.
 LX7041'
 LX7041'THE STATION IS LOCATED IN THE NORTH EDGE OF ROCKY HILL AND ON
 LX7041'PROPERTY OWNED BY MR. NEWTON GRISWOLD OF 100 RANDY LANE,
 LX7041'WETHERSFIELD, CONNECTICUT (PHONE NUMBER 529-5030).
 LX7041'
 LX7041'TO REACH THE STATION FROM THE TOWN HALL IN ROCKY HILL, GO
 LX7041'SOUTHEAST ON OLD MAINE STREET FOR ABOUT 200 FEET TO THE
 LX7041'JUNCTION OF RIVERVIEW ROAD.  TURN LEFT GOING NORTHEASTERLY ON
 LX7041'RIVERVIEW ROAD FOR ABOUT 200 FEET TO A PAVED ROAD LEFT (AND A
 LX7041'SIGN MONTONO).  TURN LEFT ON PAVED ROAD PASSING BETWEEN TWO
 LX7041'HOUSES AND GO WEST AND NORTH UPHILL FOR 0.1 MILE TO AN OPEN
 LX7041'FIELD AND A SMALL APPLE ORCHARD ON THE LEFT.  BEAR LEFT ACROSS
 LX7041'FIELD GOING UPHILL FOR 0.1 MILE TO THE SOUTH EDGE OF A HILL
 LX7041'AND THE STATION AS DESCRIBED.
 LX7041'
 LX7041'THE STATION MARK, A STANDARD DISK STAMPED---TRAP ROCK 1935---,
 LX7041'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH
 LX7041'THE GROUND SURFACE.  IT IS 40.5 FEET SOUTHEAST OF A 8-INCH
 LX7041'WILD CHERRY TREE AND 18 FEET SOUTH-SOUTHWEST OF A 7-INCH ELM
 LX7041'TREE.
 LX7041'
 LX7041'REFERENCE MARK 1, A STANDARD DISK STAMPED---TRAP ROCK NO 1
 LX7041'1935---, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 LX7041'FLUSH WITH THE GROUND SURFACE.  IT IS 28.5 FEET WEST OF THE
 LX7041'7 INCH ELM TREE AND 12.5 FEET EAST OF A 8-INCH WILD CHERRY
 LX7041'TREE.
 LX7041'
 LX7041'REFERENCE MARK 2, A STANDARD DISK STAMPED---TRAP ROCK NO 2
 LX7041'1935---, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 LX7041'FLUSH WITH THE GROUND SURFACE.  IT IS 20 FEET SOUTH-SOUTHWEST
 LX7041'OF THE EDGE OF A ROCK LEDGE, 16.7 FEET EAST-NORTHEAST OF THE
 LX7041'7-INCH ELM TREE AND 16 FEET SOUTH OF A TWIN-TRUNKED 4-INCH
 LX7041'HICHORY TREE.
 LX7041'
 LX7041'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK OR
 LX7041'A DISTANT REFERENCE MARK.
 LX7041'
 LX7041'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 23.3 METERS.
 LX7041'
 LX7041'DESCRIBED BY RONALD L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6660 ***********************************************************************
 LX6660  DESIGNATION -  TRAVELERS TOWER
 LX6660  PID         -  LX6660
 LX6660  STATE/COUNTY-  CT/HARTFORD
 LX6660  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6660
 LX6660                         *CURRENT SURVEY CONTROL
 LX6660  ___________________________________________________________________
 LX6660* NAD 83(1996)-  41 45 52.05024(N)    072 40 21.83823(W)     ADJUSTED  
 LX6660* NAVD 88     -                                                        
 LX6660  ___________________________________________________________________
 LX6660  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LX6660  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX6660
 LX6660  HORZ ORDER  -  THIRD
 LX6660
 LX6660.The horizontal coordinates were established by classical geodetic methods
 LX6660.and adjusted by the National Geodetic Survey in August 1998..
 LX6660
 LX6660
 LX6660.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6660
 LX6660.The geoid height was determined by GEOID03.
 LX6660
 LX6660;                    North         East     Units Scale Factor Converg.
 LX6660;SPC CT       -   255,813.891   311,225.749   MT  0.99999124   +0 03 04.4
 LX6660;SPC CT       -   839,282.74  1,021,079.81   sFT  0.99999124   +0 03 04.4
 LX6660;UTM  18      - 4,626,242.538   693,453.969   MT  1.00006055   +1 33 02.2
 LX6660
 LX6660                          SUPERSEDED SURVEY CONTROL
 LX6660
 LX6660  NAD 83(1996)-  41 45 52.04983(N)    072 40 21.83836(W) AD(       ) 4
 LX6660  NAD 83(1992)-  41 45 52.05007(N)    072 40 21.83854(W) AD(       ) 4
 LX6660  NAD 83(1992)-  41 45 52.05127(N)    072 40 21.83975(W) AD(       ) 4
 LX6660  NAD 83(1986)-  41 45 52.05159(N)    072 40 21.83988(W) AD(       ) 4
 LX6660  NAD 27      -  41 45 51.68800(N)    072 40 23.50200(W) AD(       ) 3
 LX6660
 LX6660.Superseded values are not recommended for survey control.
 LX6660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6660.See file dsdata.txt to determine how the superseded data were derived.
 LX6660
 LX6660_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9345426243(NAD 83)
 LX6660_MARKER: 55 = TOWER
 LX6660
 LX6660  HISTORY     - Date     Condition        Report By
 LX6660  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX6660  HISTORY     - 1969     GOOD             CGS
 LX6660  HISTORY     - 1978     GOOD             NGS
 LX6660  HISTORY     - 1979     GOOD             NGS
 LX6660  HISTORY     - 1984     GOOD             USPSQD
 LX6660
 LX6660                          STATION DESCRIPTION
 LX6660
 LX6660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6660'THE TRAVLERS INSURANCE COMPANY BUILDING IS ON THE E SIDE OF
 LX6660'MAIN STREET BETWEEN GROVE STREET AND ANTHOMIUM SQUARE.  THE TOWER
 LX6660'IS 527 FEET HIGH AND IS THE HIGHEST BUILDING IN HARTFORD.  THE
 LX6660'STATION IS THE APEX OF THE TOWER.
 LX6660
 LX6660                          STATION RECOVERY (1969)
 LX6660
 LX6660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6660'STATION RECOVERED IN GOOD CONDITION.  STATION PREVIOUSLY LISTED
 LX6660'AS TRAVLERS.  ORIGINAL DESCRIPTION IS ADEQUATE.
 LX6660
 LX6660                          STATION RECOVERY (1978)
 LX6660
 LX6660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6660'THE STATION IS THE APEX OF THE TOWER ATOP THE TRAVLERS
 LX6660'INSURANCE COMPANY BUILDING.  IT IS A GRAY STONE BUILDING WITH
 LX6660'A GOLD COLORED BALL SHAPED ORNAMNET
 LX6660'ATTACHED TO THE TOP OF THE TOWER AND
 LX6660'IS APPROXIMATELY 527 FEET IN HEIGHT.
 LX6660'
 LX6660'THE STATION IS ON PROPERTY OWNED BY THE TRAVLERS INSURANCE
 LX6660'COMPANY AND IS LOCATED ON THE EAST SIDE OF MAIN STREET
 LX6660'BETWEEN ANTHOMIUM SQUARE AND CENTRAL ROW IN THE CENTER
 LX6660'OF HARTFORD.  THE 1935 DESCRIPTION DESCRIBED IT AS BEING
 LX6660'THE TALLEST BUILDING IN HARTFORD.
 LX6660
 LX6660                          STATION RECOVERY (1979)
 LX6660
 LX6660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6660'THE STATION WAS RECOVERED AS DESCRIBED IN 1978, EXCEPT
 LX6660'IT WAS NOTED THAT THE NAME OF THE STATION WAS MISSPELLED
 LX6660'AND WAS CARRIED AS TRAVERLERS TOWER, BUT THE
 LX6660'CORRECT SPELLING IS TRAVLERS TOWER.
 LX6660'
 LX6660'DESCRIBED BY R.L. RAMSEY.
 LX6660
 LX6660                          STATION RECOVERY (1984)
 LX6660
 LX6660'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX6660'STATION RECOVERED IN GOOD CONDITION AS PREVIOUSLY LISTED.  ORIGINAL
 LX6660'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5822 ***********************************************************************
 LX5822  DESIGNATION -  TREWODDYS CHIMNEY
 LX5822  PID         -  LX5822
 LX5822  STATE/COUNTY-  CT/NEW LONDON
 LX5822  USGS QUAD   -  OLD LYME (1976)
 LX5822
 LX5822                         *CURRENT SURVEY CONTROL
 LX5822  ___________________________________________________________________
 LX5822* NAD 83(1996)-  41 17 20.66078(N)    072 19 25.66871(W)     ADJUSTED  
 LX5822* NAVD 88     -                                                        
 LX5822  ___________________________________________________________________
 LX5822  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LX5822  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX5822
 LX5822  HORZ ORDER  -  THIRD
 LX5822
 LX5822.The horizontal coordinates were established by classical geodetic methods
 LX5822.and adjusted by the National Geodetic Survey in August 1998..
 LX5822
 LX5822
 LX5822.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5822
 LX5822.The geoid height was determined by GEOID03.
 LX5822
 LX5822;                    North         East     Units Scale Factor Converg.
 LX5822;SPC CT       -   203,101.485   340,501.741   MT  0.99999220   +0 16 57.4
 LX5822;SPC CT       -   666,342.12  1,117,129.46   sFT  0.99999220   +0 16 57.4
 LX5822;UTM  18      - 4,574,302.453   724,097.238   MT  1.00021809   +1 45 59.9
 LX5822
 LX5822                          SUPERSEDED SURVEY CONTROL
 LX5822
 LX5822  NAD 83(1992)-  41 17 20.65978(N)    072 19 25.66839(W) AD(       ) 4
 LX5822  NAD 83(1986)-  41 17 20.66154(N)    072 19 25.67174(W) AD(       ) 4
 LX5822  NAD 27      -  41 17 20.31000(N)    072 19 27.38000(W) AD(       ) 3
 LX5822
 LX5822.Superseded values are not recommended for survey control.
 LX5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5822.See file dsdata.txt to determine how the superseded data were derived.
 LX5822
 LX5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2409774302(NAD 83)
 LX5822
 LX5822  HISTORY     - Date     Condition        Report By
 LX5822  HISTORY     - 1934     MONUMENTED       CGS
 LX5822  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX5822
 LX5822                          STATION DESCRIPTION
 LX5822
 LX5822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5822'THE SUMMER COTTAGE OF MRS. GLADYS TREWODDY IS A ONE-STORY SHINGLED
 LX5822'STRUCTURE ON THE HIGH GROUND BACK OF THE E SHORE OF BACK
 LX5822'RIVER.  IT IS DISTINGUISHED BY A WIDE PORCH ALONG THE ENTIRE
 LX5822'W SIDE.  THE PORCH ROOF IS SUPPORTED BY SIX SQUARE WHITE POSTS.  A
 LX5822'SHORT, SQUARE COBBLESTONE CHIMNEY PROJECTS ABOVE THE MIDDLE OF
 LX5822'THE HOUSE ROOF.
 LX5822'
 LX5822'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX5822
 LX5822                          STATION RECOVERY (1968)
 LX5822
 LX5822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5822'RECOVERED AS DESCRIBED BY G.C.M. IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY3729 ***********************************************************************
 MY3729  DESIGNATION -  TRI STATE
 MY3729  PID         -  MY3729
 MY3729  STATE/COUNTY-  CT/WINDHAM
 MY3729  USGS QUAD   -  OXFORD (1979)
 MY3729
 MY3729                         *CURRENT SURVEY CONTROL
 MY3729  ___________________________________________________________________
 MY3729* NAD 83(1996)-  42 00 28.70269(N)    071 47 57.21468(W)     ADJUSTED  
 MY3729* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 MY3729  ___________________________________________________________________
 MY3729  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 MY3729  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 MY3729
 MY3729  HORZ ORDER  -  SECOND
 MY3729
 MY3729.The horizontal coordinates were established by classical geodetic methods
 MY3729.and adjusted by the National Geodetic Survey in August 1998..
 MY3729
 MY3729.The orthometric height was scaled from a topographic map.
 MY3729
 MY3729.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3729
 MY3729.The geoid height was determined by GEOID03.
 MY3729
 MY3729;                    North         East     Units Scale Factor Converg.
 MY3729;SPC CT       -   283,291.830   383,562.879   MT  1.00001737   +0 37 49.5
 MY3729;SPC CT       -   929,433.28  1,258,405.88   sFT  1.00001737   +0 37 49.5
 MY3729;SPC MA M     -   861,998.319   175,212.758   MT  0.99997018   -0 12 03.6
 MY3729;SPC MA M     - 2,828,072.82    574,843.86   sFT  0.99997018   -0 12 03.6
 MY3729;SPC RI       -   102,737.289    75,212.111   MT  1.00000131   -0 12 00.9
 MY3729;SPC RI       -   337,063.92    246,758.40   sFT  1.00000131   -0 12 00.9
 MY3729;UTM  19      - 4,654,452.608   268,193.905   MT  1.00026124   -1 52 27.0
 MY3729
 MY3729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3729!SPC CT       -   0.99997453  x   1.00001737  =   0.99999190
 MY3729!SPC MA M     -   0.99997453  x   0.99997018  =   0.99994471
 MY3729!SPC RI       -   0.99997453  x   1.00000131  =   0.99997584
 MY3729!UTM  19      -   0.99997453  x   1.00026124  =   1.00023576
 MY3729
 MY3729|---------------------------------------------------------------------|
 MY3729| PID    Reference Object                     Distance      Geod. Az  |
 MY3729|                                                           dddmmss.s |
 MY3729| DA4332 TRI STATE RM 1                       11.171 METERS 01944     |
 MY3729| MY3728 STATE BOUNDARY O CONN 1937            9.696 METERS 02251     |
 MY3729| DA4333 TRI STATE RM 2                       10.903 METERS 18052     |
 MY3729| DA4331 TRI STATE AZ MK                                    2662334.8 |
 MY3729| MY3726 WEBSTER POLSKO KOSCIOL CHURCH       APPROX. 7.6 KM 3061819.0 |
 MY3729| MY3724 WEBSTER ST JOSEPHS CH S SPIRE       APPROX. 7.8 KM 3070523.3 |
 MY3729| MY3727 WEBSTER CYLINDRICAL TANK            APPROX. 7.3 KM 3094554.3 |
 MY3729|---------------------------------------------------------------------|
 MY3729
 MY3729                          SUPERSEDED SURVEY CONTROL
 MY3729
 MY3729  NAD 83(1996)-  42 00 28.70256(N)    071 47 57.21464(W) AD(       ) 2
 MY3729  NAD 83(1992)-  42 00 28.70210(N)    071 47 57.21374(W) AD(       ) 2
 MY3729  NAD 83(1992)-  42 00 28.70209(N)    071 47 57.21377(W) AD(       ) 2
 MY3729  NAD 83(1986)-  42 00 28.70294(N)    071 47 57.21246(W) AD(       ) 2
 MY3729  NAD 27      -  42 00 28.34894(N)    071 47 58.95654(W) AD(       ) 2
 MY3729
 MY3729.Superseded values are not recommended for survey control.
 MY3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3729.See file dsdata.txt to determine how the superseded data were derived.
 MY3729
 MY3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6819454453(NAD 83)
 MY3729_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MY3729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY3729_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MY3729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY3729+STABILITY: SURFACE MOTION
 MY3729
 MY3729  HISTORY     - Date     Condition        Report By
 MY3729  HISTORY     - 1937     MONUMENTED       CTGS
 MY3729  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 MY3729  HISTORY     - 20050717 POOR             GEOCAC
 MY3729
 MY3729                          STATION DESCRIPTION
 MY3729
 MY3729'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 MY3729'STATION IS ON THE SIDE OF A WOODED ROCKY HILL ABOUT 25 FEET
 MY3729'SOUTHWEST OF MONUMENT (GRANITE) MARKING BOUNDARY OF
 MY3729'CONN.-R.I.-MASS.  STATION MARK IS A STANDARD DISK SET IN A SQUARE
 MY3729'CONCRETE POST STAMPED TRI-STATE 1937.  UNDERGROUND STATION IS A
 MY3729'STANDARD DISK STAMPED TRI-STATE-1937 SET IN 3 INCHES OF CONCRETE,
 MY3729'40 INCHES BELOW AND EXACTLY UNDER THE SURFACE STATION MARK.  6
 MY3729'INCHES OF DIRT SEPARATE UNDERGROUND MARK FROM THE SURFACE STATION
 MY3729'MARK.
 MY3729'
 MY3729'TO REACH FROM INTERSECTION OF ROUTES 193 AND 200 IN THE CENTER
 MY3729'OF THOMPSON, OPPOSITE CHRIST CHURCH, GO 3.5 MILES NORTH ON
 MY3729'ROUTE 193 TO T-ROAD AT ARROW EAST THOMPSON TURN RIGHT (EAST)
 MY3729'AND GO 1.3 MILES AND BEAR RIGHT UNDER BRIDGE.  PROCEED 0.2 MILE TO
 MY3729'Y, BEAR LEFT DOWN HILL 0.9 MILE (ABOUT 100 YARDS BEYOND
 MY3729'A.M. BENSONS HOUSE ON RIGHT) AND TURN RIGHT THRU GATE AND
 MY3729'PROCEED OVER R.R. BRIDGE.  PROCEED 0.1 MILE OVER BRIDGE (VERY
 MY3729'WEAK) AND CONTINUE 200 FEET TO OPENING IN FENCE AND A
 MY3729'CLEARING.  MONUMENT CAN BE SEEN FROM THIS POINT IN CLEARING ON
 MY3729'WOODED HILLSIDE (EAST).  CONTINUE ACROSS CLEARING TO
 MY3729'WOODS ROAD AND MONUMENT ABOUT 1/2 MILE EAST.
 MY3729'
 MY3729'REFERENCE MARK NO. 1 IS A STANDARD DISK TRI-STATE-NO. 1-1937 IN
 MY3729'GRANITE OUTCROP, 6 INCHES HIGH, NORTH OF STATION.  REFERENCE
 MY3729'MARK NO. 2 IS A STANDARD DISK TRI-STATE-NO. 2-1937 IN OUTCROP
 MY3729'LEVEL WITH GROUND, SOUTH OF STATION.
 MY3729'
 MY3729'AZIMUTH MARK IS STANDARD DISK TRI-STATE-1937 APPROXIMATELY
 MY3729'0.6 MILE WEST OF STATION, 2 FEET NORTH OF RAIL FENCE, 2 FEET EAST
 MY3729'OF GATEWAY, AND 100 FEET NORTHEAST OF BRIDGE.  IT IS SET IN A
 MY3729'CONCRETE POST.
 MY3729'
 MY3729'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 MY3729'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, 12A, AND 11A.
 MY3729'
 MY3729'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 MY3729
 MY3729                          STATION RECOVERY (1972)
 MY3729
 MY3729'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 MY3729'TRI-STATE 1937 EXCELLENT
 MY3729'
 MY3729'TRI-STATE NO. 1 - 1937 EXCELLENT
 MY3729'
 MY3729'TRI-STATE NO. 2 - 1937 EXCELLENT
 MY3729'
 MY3729'TO REACH FROM INTERSECTION OF CONN. 193 (THOMPSON ROAD) AND
 MY3729'CONN. 200 (QUADDICK ROAD) IN THE CENTER OF THOMPSON, OPPOSITE
 MY3729'CHRIST CHURCH, GO 3.5 MILES NORTH ON CONN. 193 TO PORTER PLAIN
 MY3729'ROAD ON RIGHT.  TURN RIGHT (EAST) AND GO 1.3 MILES TO SAND DAM
 MY3729'ROAD.  TURN RIGHT (SOUTHEAST) AND GO 0.2 MILE TO EAST THOMPSON
 MY3729'ROAD.  TURN LEFT (NORTHEAST) AND PROCEED FOR 0.6 MILE TO ROAD
 MY3729'RIGHT.  TURN RIGHT AND PROCEED SOUTHEAST ON NEW ROAD FOR 0.7
 MY3729'MILE TO STARR ROAD ON LEFT.  TURN LEFT AND PROCEED NORTHEAST FOR
 MY3729'0.6 MILE PASSING OLD FARM YARD AND STOPPING AT STATE LINE.
 MY3729'PROCEED NORTH ON FOOT ALONG CLEARED STATE LINE FOR ABOUT 1500
 MY3729'FEET TO STATION.
 MY3729
 MY3729                          STATION RECOVERY (2005)
 MY3729
 MY3729'RECOVERY NOTE BY GEOCACHING 2005 (RPM)
 MY3729'STATION DISC DIFFICULT TO READ STAMPING DUE TO HEAVY TRAFFIC.
 MY3729'RM1 DISC MISSING ONLY THE STEM REMAINS.  RM2 NOT SEARCHED FOR.
 MY3729'DID NOT SEARCH FOR AZIMUTH MARK.  TO REACH FROM INTERSECTION
 MY3729'OF ROUTES 193 AND 200 IN THOMPSON, TRAVEL 5.6KM (3.5MI) NORTH
 MY3729'ON ROUTE 193.  TURN RIGHT ON PORTER PLAIN RD HEADING EAST FOR
 MY3729'2.1KM (1.3MI).  TURN RIGHT ON SAND DAM RD FOR 125 METERS.
 MY3729'TURN LEFT ON E THOMPSON RD HEADING NORTHEAST FOR 1.45KM (0.9MI)
 MY3729'AND END OF TRUCK TRAVEL.  CONTINUE ON WOODS ROAD ON RIGHT
 MY3729'FOR 125M TO ABANDONED RAILROAD BED.  TURN LEFT FOLLOWING
 MY3729'RAILROAD BED EASTERLY 300 METERS TO PATH ON THE RIGHT.
 MY3729'FOLLOW PATH SOUTHERLY FOR APPROXIMATELY 400 METERS.
 MY3729'PATH TURNS TO THE LEFT HEADING EASTERLY APPROXIMATELY 140M
 MY3729'TO TOP OF HILL AND STATION ON YOUR RIGHT.  PHOTOS POSTED
 MY3729'ON GEOCACHING WEB SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6433 ***********************************************************************
 LX6433  DESIGNATION -  TRINITY EPIS CHURCH SPIRE
 LX6433  PID         -  LX6433
 LX6433  STATE/COUNTY-  CT/NEW HAVEN
 LX6433  USGS QUAD   -  BRANFORD (1984)
 LX6433
 LX6433                         *CURRENT SURVEY CONTROL
 LX6433  ___________________________________________________________________
 LX6433* NAD 83(1996)-  41 16 54.80237(N)    072 48 36.39236(W)     ADJUSTED  
 LX6433* NAVD 88     -                                                        
 LX6433  ___________________________________________________________________
 LX6433  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX6433  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX6433
 LX6433  HORZ ORDER  -  THIRD
 LX6433
 LX6433.The horizontal coordinates were established by classical geodetic methods
 LX6433.and adjusted by the National Geodetic Survey in August 1998..
 LX6433
 LX6433
 LX6433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6433
 LX6433.The geoid height was determined by GEOID03.
 LX6433
 LX6433;                    North         East     Units Scale Factor Converg.
 LX6433;SPC CT       -   202,217.471   299,764.973   MT  0.99999274   -0 02 23.5
 LX6433;SPC CT       -   663,441.82    983,478.92   sFT  0.99999274   -0 02 23.5
 LX6433;SPC NY L     -   124,522.577   399,683.216   MT  1.00002325   +0 46 41.8
 LX6433;SPC NY L     -   408,537.82  1,311,294.02   sFT  1.00002325   +0 46 41.8
 LX6433;UTM  18      - 4,572,363.122   683,392.155   MT  1.00001393   +1 26 42.8
 LX6433
 LX6433                          SUPERSEDED SURVEY CONTROL
 LX6433
 LX6433  NAD 83(1992)-  41 16 54.80149(N)    072 48 36.39220(W) AD(       ) 4
 LX6433  NAD 83(1986)-  41 16 54.80342(N)    072 48 36.39520(W) AD(       ) 4
 LX6433  NAD 27      -  41 16 54.45561(N)    072 48 38.04270(W) AD(       ) 3
 LX6433
 LX6433.Superseded values are not recommended for survey control.
 LX6433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6433.See file dsdata.txt to determine how the superseded data were derived.
 LX6433
 LX6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8339272363(NAD 83)
 LX6433
 LX6433  HISTORY     - Date     Condition        Report By
 LX6433  HISTORY     - 1933     MONUMENTED       CGS
 LX6433  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6433  HISTORY     - 1989     GOOD             USPSQD
 LX6433  HISTORY     - 19910601 GOOD             USPSQD
 LX6433  HISTORY     - 19950728 GOOD             USPSQD
 LX6433
 LX6433                          STATION DESCRIPTION
 LX6433
 LX6433'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6433'THIS CHURCH IS LOCATED AT THE N END OF BRANFORD GREEN AND NEAR
 LX6433'THE INTERSECTION OF MAIN AND MONTOWESE STREETS.
 LX6433'
 LX6433'THE CHURCH AND LOWER SPIRE ARE STUCCO COVERED.  THE UPPER SPIRE
 LX6433'IS COVERED WITH GRAY SHINGLES AND IS CONSIDERABLY LOWER THAN
 LX6433'THAT ON THE CONGREGATIONAL CHURCH.
 LX6433'
 LX6433'DISTINCTIVE FEATURE OF THE SPIRE IS THE FOUR-POINTED
 LX6433'ORNAMENTS AT THE CORNERS DIRECTLY ABOVE THE BELFRY.
 LX6433'
 LX6433'A CROSS SURMOUNTS THE SPIRE.
 LX6433'
 LX6433'CENTER IS THE CENTER LINE OF THE VERTICAL PART OF THE CROSS.
 LX6433
 LX6433                          STATION RECOVERY (1961)
 LX6433
 LX6433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6433'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6433'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
 LX6433
 LX6433                          STATION RECOVERY (1989)
 LX6433
 LX6433'RECOVERY NOTE BY US POWER SQUADRON 1989 (AKM)
 LX6433'RECOVERED IN GOOD CONDITION.
 LX6433
 LX6433                          STATION RECOVERY (1991)
 LX6433
 LX6433'RECOVERY NOTE BY US POWER SQUADRON 1991 (SEW)
 LX6433'RECOVERED IN GOOD CONDITION.
 LX6433
 LX6433                          STATION RECOVERY (1995)
 LX6433
 LX6433'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX6433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5171 ***********************************************************************
 LX5171  DESIGNATION -  TRUMBULL AIRPORT BCN ECC
 LX5171  PID         -  LX5171
 LX5171  STATE/COUNTY-  CT/NEW LONDON
 LX5171  USGS QUAD   -  NEW LONDON (1984)
 LX5171
 LX5171                         *CURRENT SURVEY CONTROL
 LX5171  ___________________________________________________________________
 LX5171* NAD 83(1996)-  41 19 51.71960(N)    072 02 44.44072(W)     ADJUSTED  
 LX5171* NAVD 88     -         6.     (meters)      20.     (feet)  SCALED    
 LX5171  ___________________________________________________________________
 LX5171  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 LX5171  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX5171
 LX5171  HORZ ORDER  -  THIRD
 LX5171
 LX5171.This mark is at Groton-New London Airport (GON)
 LX5171
 LX5171.The horizontal coordinates were established by classical geodetic methods
 LX5171.and adjusted by the National Geodetic Survey in August 1998..
 LX5171
 LX5171.The orthometric height was scaled from a topographic map.
 LX5171
 LX5171.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5171
 LX5171.The geoid height was determined by GEOID03.
 LX5171
 LX5171;                    North         East     Units Scale Factor Converg.
 LX5171;SPC CT       -   207,913.844   363,760.120   MT  0.99998936   +0 28 01.2
 LX5171;SPC CT       -   682,130.67  1,193,436.33   sFT  0.99998936   +0 28 01.2
 LX5171;UTM  18      - 4,579,717.336   747,229.921   MT  1.00035229   +1 57 07.4
 LX5171;UTM  19      - 4,579,981.968   245,124.118   MT  1.00039955   -2 00 44.9
 LX5171
 LX5171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5171!SPC CT       -   1.00000391  x   0.99998936  =   0.99999327
 LX5171!UTM  18      -   1.00000391  x   1.00035229  =   1.00035620
 LX5171!UTM  19      -   1.00000391  x   1.00039955  =   1.00040346
 LX5171
 LX5171|---------------------------------------------------------------------|
 LX5171| PID    Reference Object                     Distance      Geod. Az  |
 LX5171|                                                           dddmmss.s |
 LX5171| LX5172 TRUMBULL AIRPORT BCN                  1.930 METERS 03549     |
 LX5171| LX5256 PRENTIS WHITE CHIMNEY               APPROX. 1.5 KM 1280512.8 |
 LX5171| LX5276 NORTH DUMPLING LIGHTHOUSE           APPROX. 5.3 KM 1551337.8 |
 LX5171| LX5209 GROTON CG TRNG STA TANK             APPROX. 2.0 KM 2314513.5 |
 LX5171| LX5217 GROTON MONUMENT                     APPROX. 3.9 KM 3131634.7 |
 LX5171|---------------------------------------------------------------------|
 LX5171
 LX5171                          SUPERSEDED SURVEY CONTROL
 LX5171
 LX5171  NAD 83(1992)-  41 19 51.71838(N)    072 02 44.43986(W) AD(       ) 3
 LX5171  NAD 83(1986)-  41 19 51.71928(N)    072 02 44.44474(W) AD(       ) 3
 LX5171  NAD 27      -  41 19 51.36500(N)    072 02 46.17900(W) AD(       ) 3
 LX5171
 LX5171.Superseded values are not recommended for survey control.
 LX5171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5171.See file dsdata.txt to determine how the superseded data were derived.
 LX5171
 LX5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4723079717(NAD 83)
 LX5171
 LX5171  HISTORY     - Date     Condition        Report By
 LX5171  HISTORY     - 1954     MONUMENTED       CGS
 LX5171
 LX5171                          STATION DESCRIPTION
 LX5171
 LX5171'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LX5171'THE STATION IS LOCATED ABOUT 2-1/2 MI. SE OF THE TOWN OF
 LX5171'GROTON, AT TRUMBULL AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5344 ***********************************************************************
 LX5344  DESIGNATION -  TRUMBULL AIRPORT BCN
 LX5344  PID         -  LX5344
 LX5344  STATE/COUNTY-  CT/NEW LONDON
 LX5344  USGS QUAD   -  NEW LONDON (1984)
 LX5344
 LX5344                         *CURRENT SURVEY CONTROL
 LX5344  ___________________________________________________________________
 LX5344* NAD 83(1996)-  41 20 03.26790(N)    072 03 01.86329(W)     ADJUSTED  
 LX5344* NAVD 88     -                                                        
 LX5344  ___________________________________________________________________
 LX5344  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX5344  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX5344
 LX5344  HORZ ORDER  -  THIRD
 LX5344
 LX5344.The horizontal coordinates were established by classical geodetic methods
 LX5344.and adjusted by the National Geodetic Survey in August 1998..
 LX5344
 LX5344
 LX5344.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5344
 LX5344.The geoid height was determined by GEOID03.
 LX5344
 LX5344;                    North         East     Units Scale Factor Converg.
 LX5344;SPC CT       -   208,266.804   363,352.117   MT  0.99998917   +0 27 49.7
 LX5344;SPC CT       -   683,288.67  1,192,097.74   sFT  0.99998917   +0 27 49.7
 LX5344;UTM  18      - 4,580,059.726   746,812.757   MT  1.00034976   +1 56 56.3
 LX5344;UTM  19      - 4,580,352.401   244,731.605   MT  1.00040201   -2 00 56.9
 LX5344
 LX5344                          SUPERSEDED SURVEY CONTROL
 LX5344
 LX5344  NAD 83(1992)-  41 20 03.26670(N)    072 03 01.86231(W) AD(       ) 4
 LX5344  NAD 83(1986)-  41 20 03.26740(N)    072 03 01.86762(W) AD(       ) 4
 LX5344  NAD 27      -  41 20 02.91792(N)    072 03 03.59471(W) AD(       ) 3
 LX5344
 LX5344.Superseded values are not recommended for survey control.
 LX5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5344.See file dsdata.txt to determine how the superseded data were derived.
 LX5344
 LX5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4681380060(NAD 83)
 LX5344_MARKER: 21 = AIRPORT BEACON
 LX5344
 LX5344  HISTORY     - Date     Condition        Report By
 LX5344  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5344  HISTORY     - 1989     GOOD             USPSQD
 LX5344  HISTORY     - 19910402 GOOD             USPSQD
 LX5344
 LX5344                          STATION DESCRIPTION
 LX5344
 LX5344'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7621 ***********************************************************************
 LX7621  DESIGNATION -  TRUMBULL ATT MICROWAVE
 LX7621  PID         -  LX7621
 LX7621  STATE/COUNTY-  CT/FAIRFIELD
 LX7621  USGS QUAD   -  LONG HILL (1984)
 LX7621
 LX7621                         *CURRENT SURVEY CONTROL
 LX7621  ___________________________________________________________________
 LX7621* NAD 83(1996)-  41 16 48.57866(N)    073 11 07.71619(W)     ADJUSTED  
 LX7621* NAVD 88     -                                                        
 LX7621  ___________________________________________________________________
 LX7621  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 LX7621  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX7621
 LX7621  HORZ ORDER  -  THIRD
 LX7621
 LX7621.The horizontal coordinates were established by classical geodetic methods
 LX7621.and adjusted by the National Geodetic Survey in August 1998..
 LX7621
 LX7621
 LX7621.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7621
 LX7621.The geoid height was determined by GEOID03.
 LX7621
 LX7621;                    North         East     Units Scale Factor Converg.
 LX7621;SPC CT       -   202,115.650   268,317.690   MT  0.99999288   -0 17 19.5
 LX7621;SPC CT       -   663,107.76    880,305.62   sFT  0.99999288   -0 17 19.5
 LX7621;UTM  18      - 4,571,446.097   651,959.520   MT  0.99988419   +1 11 50.4
 LX7621
 LX7621                          SUPERSEDED SURVEY CONTROL
 LX7621
 LX7621  NAD 83(1992)-  41 16 48.57790(N)    073 11 07.71630(W) AD(       ) 4
 LX7621  NAD 83(1986)-  41 16 48.58010(N)    073 11 07.72131(W) AD(       ) 4
 LX7621  NAD 83(1986)-  41 16 48.57753(N)    073 11 07.71572(W) AD(       ) 4
 LX7621
 LX7621.Superseded values are not recommended for survey control.
 LX7621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7621.See file dsdata.txt to determine how the superseded data were derived.
 LX7621
 LX7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5196071446(NAD 83)
 LX7621_MARKER: 45 = MICROWAVE TOWER
 LX7621
 LX7621  HISTORY     - Date     Condition        Report By
 LX7621  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7621
 LX7621                          STATION DESCRIPTION
 LX7621
 LX7621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7621'THE STATION, TRUMBULL BOOTH HILL AMERICAN TELEPHONE
 LX7621'AND TELEGRAPH MICROWAVE TOWER RADIO STATION 44, IS
 LX7621'THE LIGHT ON THE POLE NOT CENTERED AT THE APEX OF
 LX7621'THE 4 LEGGED, RED AND WHITE STEEL TOWER WHICH HAS
 LX7621'FOUR DISHES MOUNTED ON A PLATFORM NEAR THE TOP.  IT
 LX7621'IS ABOUT 69 METERS (225 FT) IN HEIGHT.
 LX7621'
 LX7621'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH OF
 LX7621'TRUMBULL, 4 KM (2.5 MI) SOUTHWEST OF HUNTINGTON,
 LX7621'0.2 KM (0.15 MI) WEST OF BOOTH HILL ROAD IN A
 LX7621'FENCED IN COMPOUND AT THE END OF A PAVED ROAD.
 LX7621'OWNERSHIP--AMERICAN TELEPHONE AND TELEGRAPH,
 LX7621'TRUMBULL CT 06611.
 LX7621'
 LX7621'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7622 ***********************************************************************
 LX7622  DESIGNATION -  TRUMBULL CHESTNUT HILL TANK
 LX7622  PID         -  LX7622
 LX7622  STATE/COUNTY-  CT/FAIRFIELD
 LX7622  USGS QUAD   -  BRIDGEPORT (1984)
 LX7622
 LX7622                         *CURRENT SURVEY CONTROL
 LX7622  ___________________________________________________________________
 LX7622* NAD 83(1996)-  41 14 08.01770(N)    073 14 14.45333(W)     ADJUSTED  
 LX7622* NAVD 88     -                                                        
 LX7622  ___________________________________________________________________
 LX7622  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 LX7622  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX7622
 LX7622  HORZ ORDER  -  THIRD
 LX7622
 LX7622.The horizontal coordinates were established by classical geodetic methods
 LX7622.and adjusted by the National Geodetic Survey in August 1998..
 LX7622
 LX7622
 LX7622.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7622
 LX7622.The geoid height was determined by GEOID03.
 LX7622
 LX7622;                    North         East     Units Scale Factor Converg.
 LX7622;SPC CT       -   197,185.703   263,944.167   MT  0.99999660   -0 19 23.3
 LX7622;SPC CT       -   646,933.43    865,956.82   sFT  0.99999660   -0 19 23.3
 LX7622;UTM  18      - 4,566,405.014   647,715.787   MT  0.99986854   +1 09 43.5
 LX7622
 LX7622                          SUPERSEDED SURVEY CONTROL
 LX7622
 LX7622  NAD 83(1992)-  41 14 08.01640(N)    073 14 14.45297(W) AD(       ) 4
 LX7622  NAD 83(1986)-  41 14 08.01935(N)    073 14 14.45655(W) AD(       ) 4
 LX7622  NAD 83(1986)-  41 14 08.01774(N)    073 14 14.45983(W) AD(       ) 4
 LX7622
 LX7622.Superseded values are not recommended for survey control.
 LX7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7622.See file dsdata.txt to determine how the superseded data were derived.
 LX7622
 LX7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4771666405(NAD 83)
 LX7622_MARKER: 53 = ELEVATED TANK
 LX7622
 LX7622  HISTORY     - Date     Condition        Report By
 LX7622  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7622
 LX7622                          STATION DESCRIPTION
 LX7622
 LX7622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7622'THE STATION, TRUMBULL CHESTNUT HILL WATER TANK, IS
 LX7622'THE BALL TOP CENTER OF THE CONICAL SHAPED ROOF,
 LX7622'6 LEGGED, GRAY TANK.  IT IS ABOUT 21 METERS
 LX7622'(70 FT) IN HEIGHT.
 LX7622'
 LX7622'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHWEST OF
 LX7622'TRUMBULL TOWN HALL, 1.6 KM (1 MI) NORTH-NORTHEAST OF
 LX7622'SACRED HEART UNIVERSITY, SOUTHWEST
 LX7622'OF THE JUNCTION OF STATE HIGHWAYS 15 AND 25,
 LX7622'30 METERS (100 FT) EAST OF MT. PLEASANT DRIVE.
 LX7622'OWNERSHIP--BRIDGEPORT HYDRAULIC COMPANY,
 LX7622'BRIDGEPORT CT 06601.
 LX7622'
 LX7622'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7623 ***********************************************************************
 LX7623  DESIGNATION -  TRUMBULL WEDW MAST
 LX7623  PID         -  LX7623
 LX7623  STATE/COUNTY-  CT/FAIRFIELD
 LX7623  USGS QUAD   -  LONG HILL (1984)
 LX7623
 LX7623                         *CURRENT SURVEY CONTROL
 LX7623  ___________________________________________________________________
 LX7623* NAD 83(1996)-  41 16 44.26033(N)    073 11 06.40396(W)     ADJUSTED  
 LX7623* NAVD 88     -                                                        
 LX7623  ___________________________________________________________________
 LX7623  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 LX7623  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7623
 LX7623  HORZ ORDER  -  THIRD
 LX7623
 LX7623.The horizontal coordinates were established by classical geodetic methods
 LX7623.and adjusted by the National Geodetic Survey in August 1998..
 LX7623
 LX7623
 LX7623.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7623
 LX7623.The geoid height was determined by GEOID03.
 LX7623
 LX7623;                    North         East     Units Scale Factor Converg.
 LX7623;SPC CT       -   201,982.279   268,347.556   MT  0.99999297   -0 17 18.6
 LX7623;SPC CT       -   662,670.19    880,403.61   sFT  0.99999297   -0 17 18.6
 LX7623;UTM  18      - 4,571,313.560   651,992.832   MT  0.99988432   +1 11 51.2
 LX7623
 LX7623                          SUPERSEDED SURVEY CONTROL
 LX7623
 LX7623  NAD 83(1992)-  41 16 44.25958(N)    073 11 06.40406(W) AD(       ) 4
 LX7623  NAD 83(1986)-  41 16 44.26178(N)    073 11 06.40909(W) AD(       ) 4
 LX7623  NAD 83(1986)-  41 16 44.25918(N)    073 11 06.40351(W) AD(       ) 4
 LX7623
 LX7623.Superseded values are not recommended for survey control.
 LX7623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7623.See file dsdata.txt to determine how the superseded data were derived.
 LX7623
 LX7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5199371314(NAD 83)
 LX7623_MARKER: 42 = RADIO/TV MAST
 LX7623
 LX7623  HISTORY     - Date     Condition        Report By
 LX7623  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7623
 LX7623                          STATION DESCRIPTION
 LX7623
 LX7623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7623'THE STATION, TRUMBULL TELEVISION STATION WEDW MAST,
 LX7623'IS THE LIGHT TOP CENTER OF THE RED AND WHITE, GUYED MAST.
 LX7623'THE MAST IS ABOUT 168 METERS (550 FT)
 LX7623'HIGH.
 LX7623'
 LX7623'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI)
 LX7623'NORTH OF TRUMBULL, 4 KM (2.5 MI) SOUTHWEST OF
 LX7623'HUNTINGTON, 0.2 KM (0.15 MI) WEST OF BOOTH HILL
 LX7623'ROAD.
 LX7623'OWNERSHIP--DADDARIO ENTERPRISES, TRUMBULL CT 06611.
 LX7623'
 LX7623'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3732 ***********************************************************************
 LX3732  DESIGNATION -  TRUST
 LX3732  PID         -  LX3732
 LX3732  STATE/COUNTY-  CT/FAIRFIELD
 LX3732  USGS QUAD   -  BRIDGEPORT (1984)
 LX3732
 LX3732                         *CURRENT SURVEY CONTROL
 LX3732  ___________________________________________________________________
 LX3732* NAD 83(1996)-  41 10 39.12482(N)    073 11 21.22783(W)     ADJUSTED  
 LX3732* NAVD 88     -         5.     (meters)      16.     (feet)  SCALED    
 LX3732  ___________________________________________________________________
 LX3732  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 LX3732  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX3732
 LX3732  HORZ ORDER  -  SECOND
 LX3732
 LX3732.The horizontal coordinates were established by classical geodetic methods
 LX3732.and adjusted by the National Geodetic Survey in August 1998..
 LX3732
 LX3732.The orthometric height was scaled from a topographic map.
 LX3732
 LX3732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3732
 LX3732.The geoid height was determined by GEOID03.
 LX3732
 LX3732;                    North         East     Units Scale Factor Converg.
 LX3732;SPC CT       -   190,719.939   267,945.325   MT  1.00000234   -0 17 28.4
 LX3732;SPC CT       -   625,720.33    879,083.95   sFT  1.00000234   -0 17 28.4
 LX3732;SPC NY L     -   112,570.695   368,030.714   MT  1.00001120   +0 31 49.1
 LX3732;SPC NY L     -   369,325.69  1,207,447.43   sFT  1.00001120   +0 31 49.1
 LX3732;UTM  18      - 4,560,045.855   651,882.587   MT  0.99988391   +1 11 32.7
 LX3732
 LX3732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3732!SPC CT       -   1.00000395  x   1.00000234  =   1.00000629
 LX3732!SPC NY L     -   1.00000395  x   1.00001120  =   1.00001515
 LX3732!UTM  18      -   1.00000395  x   0.99988391  =   0.99988786
 LX3732
 LX3732:                Primary Azimuth Mark                     Grid Az
 LX3732:SPC CT       -  BRIDGEPORT REMINGTON ARMS TANK           056 58 59.7
 LX3732:SPC NY L     -  BRIDGEPORT REMINGTON ARMS TANK           056 09 42.2
 LX3732:UTM  18      -  BRIDGEPORT REMINGTON ARMS TANK           055 29 58.6
 LX3732
 LX3732|---------------------------------------------------------------------|
 LX3732| PID    Reference Object                     Distance      Geod. Az  |
 LX3732|                                                           dddmmss.s |
 LX3732| LX3748 BRIDGEPORT REMINGTON ARMS TANK      APPROX. 1.8 KM 0564131.3 |
 LX3732| LX3694 DEVON CONN P AND L PLANT N STK      APPROX. 7.6 KM 0623730.8 |
 LX3732| LX3700 DEVON CONN P AND L PLANT S STK      APPROX. 7.6 KM 0624744.8 |
 LX3732| LX3752 E BRIDGEPORT AMERICAN CHAIN TK      APPROX. 2.5 KM 0740552.0 |
 LX3732| LX3753 E BRIDGEPORT AMER FABRIC STK        APPROX. 2.7 KM 0741609.2 |
 LX3732| LX3744 E BRIDGEPORT WHITE CONC STACK       APPROX. 1.2 KM 1083501.7 |
 LX3732| LX3750 WICC NORTH RADIO TOWER              APPROX. 2.8 KM 1314059.2 |
 LX3732| LX3751 WICC SOUTH RADIO TOWER              APPROX. 2.9 KM 1335104.0 |
 LX3732| LX3742 BRIDGEPORT BREAKWATER LH BUG        APPROX. 1.6 KM 1410159.7 |
 LX3732| LX3737 BRIDGEPORT RED TANK                 APPROX. 1.3 KM 1503821.0 |
 LX3732| LX3743 BRIDGEPORT E BREAKWATER LH          APPROX. 2.7 KM 1573106.5 |
 LX3732| LX3738 BRIDGEPORT HARBOR LIGHTHOUSE        APPROX. 2.4 KM 1612605.1 |
 LX3732| LX3722 BLACK ROCK BEACON                   APPROX. 6.7 KM 2002752.7 |
 LX3732| LX3729 BLACK ROCK HARBOR BCN 1             APPROX. 5.1 KM 2073755.0 |
 LX3732| LX3724 BLACK ROCK HARBOR BCN 3             APPROX. 4.8 KM 2160515.5 |
 LX3732| LX3734 BRIDGEPORT CRANE CO TANK            APPROX. 2.0 KM 2185713.3 |
 LX3732| LX3733 BRIDGEPORT CRANE CO STACK           APPROX. 2.0 KM 2191505.4 |
 LX3732| LX3731 BRIDGEPORT BLACK ROCK HBR GAS       APPROX. 2.0 KM 2283519.2 |
 LX3732| LX3759 FAIRFIELD EPIS CHURCH SPIRE         APPROX. 6.4 KM 2324456.6 |
 LX3732| LX3763 FAIRFIELD ALCO STACK                APPROX. 7.9 KM 2390710.9 |
 LX3732| LX3766 SOUTHPORT EPIS CHURCH SPIRE         APPROX. 9.6 KM 2391945.7 |
 LX3732| LX3735 BRIDGEPORT UNITED CONG CH           APPROX. 0.9 KM 2400355.7 |
 LX3732| LX3773 WINDMILL TANK                       APPROX.12.7 KM 2422026.0 |
 LX3732| LX3728 FAIRFIELD BULLARD TANK              APPROX. 3.9 KM 2440350.3 |
 LX3732| LX3764 FAIRFIELD WARNER ESTATE TANK        APPROX. 8.2 KM 2503006.9 |
 LX3732| LX3765 GREENFIELD CHURCH SPIRE             APPROX. 8.7 KM 2693257.5 |
 LX3732| LX3736 BRIDGEPORT ST AUGUST CATH CH        APPROX. 0.6 KM 2992209.5 |
 LX3732|---------------------------------------------------------------------|
 LX3732
 LX3732                          SUPERSEDED SURVEY CONTROL
 LX3732
 LX3732  NAD 83(1992)-  41 10 39.12395(N)    073 11 21.22707(W) AD(       ) 2
 LX3732  NAD 83(1986)-  41 10 39.12703(N)    073 11 21.23099(W) AD(       ) 2
 LX3732  NAD 27      -  41 10 38.78000(N)    073 11 22.82900(W) AD(       ) 2
 LX3732
 LX3732.Superseded values are not recommended for survey control.
 LX3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3732.See file dsdata.txt to determine how the superseded data were derived.
 LX3732
 LX3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5188360046(NAD 83)
 LX3732
 LX3732  HISTORY     - Date     Condition        Report By
 LX3732  HISTORY     - 1932     MONUMENTED       CGS
 LX3732  HISTORY     - 1940     SEE DESCRIPTION  CT0080
 LX3732  HISTORY     - 1942     SEE DESCRIPTION  CT0080
 LX3732
 LX3732                          STATION DESCRIPTION
 LX3732
 LX3732'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (MHR)
 LX3732'STATION TRUST IS LOCATED ON TOP OF THE BRIDGEPORT CITY TRUST
 LX3732'COMPANY BUILDING, ON THE SQUARE SUPPORT OF THE AIR-WAY BEACON ON
 LX3732'TOP OF THE BUILDING.  STATION IS MARKED BY 3/4-INCH DRILL HOLE IN
 LX3732'ANGLE IRON.  IN THIS DRILL HOLE A STANDARD DISK STAMPED TRUST WAS
 LX3732'FASTENED.  THE FOLLOWING MEASUREMENTS WERE TAKEN FROM THE
 LX3732'STATION--CORNER OF SQUARE TO NW IS 1.520 METERS.  SIDE TO N IS
 LX3732'1.296 METERS.  CORNER OF SQUARE TO SE IS 1.012 METERS.  SIDE TO
 LX3732'S IS .20 METERS.  CORNER OF SQUARE TO SW IS .818 METERS.
 LX3732'MEASUREMENTS WERE TAKEN TO OUTSIDE CORNERS.
 LX3732
 LX3732                          STATION RECOVERY (1940)
 LX3732
 LX3732'RECOVERY NOTE BY CITY OF BRIDGEPORT CONNECTICUT 1940 (JHB)
 LX3732'A U.S.C. AND G.S. BRONZE DISK SET IN THE CHANNEL IRON UNDERNEATH
 LX3732'THE GRILLWORK FLOOR OF THE AEROPLANE BEACON ON THE BRIDGEPORT CITY
 LX3732'TRUST COMPANY BUILDING ON THE SW CORNER OF MAIN AND JOHN STREETS
 LX3732'IN BRIDGEPORT.  THIS STATION WAS INCORPORATED INTO THE FIRST-ORDER
 LX3732'TRIANGULATION CONTROL SURVEY OF THE BRIDGEPORT CITY ENGINEERING
 LX3732'DEPARTMENT IN 1940.  STATION MARK IS LOCATED 1.53 METERS FROM
 LX3732'THE NW CORNER OF THE SQUARE, 1.30 METERS FROM THE N SIDE OF THE
 LX3732'SQUARE, 1.02 METERS FROM THE SE CORNER OF THE SQUARE, 0.20 METER
 LX3732'FROM THE S SIDE OF THE SQUARE, AND 0.823 METER FROM THE SW
 LX3732'CORNER OF THE SQUARE.  ALL MEASUREMENTS WERE TAKEN TO OUTSIDE
 LX3732'CORNERS.
 LX3732
 LX3732                          STATION RECOVERY (1942)
 LX3732
 LX3732'RECOVERY NOTE BY CITY OF BRIDGEPORT CONNECTICUT 1942 (JMD)
 LX3732'LETTER OF MR. JOSEPH M. DEARBORN, DIRECTOR, BRIDGEPORT GEODETIC
 LX3732'SURVEY, 164 STATE STREET, ROOM 11, BRIDGEPORT, CONN., DATED
 LX3732'6/19/42--
 LX3732'
 LX3732'RECONSTRUCTION ON THE ROOF OF THE BRIDGEPORT CITY TRUST COMPANY
 LX3732'HAS NECESSITATED CONSIDERABLE CONSTRUCTION AND REMOVAL OF A STEEL
 LX3732'STRUCTURE USED AS A SUPPORT OF A NOW OBSOLETE AEROPLANE BEACON.
 LX3732'
 LX3732'WE HAVE TAKEN PRECAUTIONS TO INSURE AT LEAST A TEMPORARY
 LX3732'RE-ESTABLISHMENT OF THIS POSITION.
 LX3732'
 LX3732'THE MARK WAS BROUGHT DOWN VERTICALLY TO A SLOPING METAL ROOF OF
 LX3732'AN ELEVATOR PENTHOUSE DIRECTLY BELOW THE ORIGINAL STATION AND HAS
 LX3732'BEEN TEMPORARILY MARKED WITH A SURVEY TACK DRIVEN INTO THE METAL
 LX3732'ROOF.  AS STATION TRUST IS ALSO A KEY POSITION IN OUR LOCAL
 LX3732'FIRST-ORDER CONTROL SCHEME, ITS POSITION WAS TRANSFERRED TO A
 LX3732'PAIR OF GROUND MONUMENTS BY US IN 1940.  THE DISK HAS BEEN
 LX3732'REMOVED FROM THE NOW DISMANTLED STEELWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2013 ***********************************************************************
 LX2013  DESIGNATION -  TT 13 WO
 LX2013  PID         -  LX2013
 LX2013  STATE/COUNTY-  CT/LITCHFIELD
 LX2013  USGS QUAD   -  NEW HARTFORD (1984)
 LX2013
 LX2013                         *CURRENT SURVEY CONTROL
 LX2013  ___________________________________________________________________
 LX2013* NAD 83(1986)-  41 54 45.     (N)    072 59 17.     (W)     SCALED    
 LX2013* NAVD 88     -       130.190  (meters)     427.13   (feet)  ADJUSTED  
 LX2013  ___________________________________________________________________
 LX2013  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 LX2013  DYNAMIC HT  -         130.151 (meters)     427.00  (feet)  COMP
 LX2013  MODELED GRAV-     980,325.1   (mgal)                       NAVD 88
 LX2013
 LX2013  VERT ORDER  -  FIRST     CLASS II
 LX2013
 LX2013.The horizontal coordinates were scaled from a topographic map and have
 LX2013.an estimated accuracy of +/- 6 seconds.
 LX2013
 LX2013.The orthometric height was determined by differential leveling
 LX2013.and adjusted by the National Geodetic Survey in June 1991..
 LX2013
 LX2013.The geoid height was determined by GEOID03.
 LX2013
 LX2013.The dynamic height is computed by dividing the NAVD 88
 LX2013.geopotential number by the normal gravity value computed on the
 LX2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2013.degrees latitude (g = 980.6199 gals.).
 LX2013
 LX2013.The modeled gravity was interpolated from observed gravity values.
 LX2013
 LX2013;                    North         East    Units  Estimated Accuracy
 LX2013;SPC CT       -   272,280.      285,050.      MT  (+/- 180 meters Scaled)
 LX2013
 LX2013                          SUPERSEDED SURVEY CONTROL
 LX2013
 LX2013.No superseded survey control is available for this station.
 LX2013
 LX2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM668420(NAD 83)
 LX2013_MARKER: DD = SURVEY DISK
 LX2013_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2013_SP_SET: ABUTMENT
 LX2013_STAMPING: TT 13 WO 1942 428
 LX2013_MARK LOGO: USGS  
 LX2013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2013
 LX2013  HISTORY     - Date     Condition        Report By
 LX2013  HISTORY     - 1942     MONUMENTED       USGS
 LX2013  HISTORY     - 1984     GOOD             NGS
 LX2013  HISTORY     - 1985     GOOD             NGS
 LX2013
 LX2013                          STATION DESCRIPTION
 LX2013
 LX2013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2013'IN PLEASANT VALLEY.
 LX2013'IN PLEASANT VALLEY, AT THE JUNCTION OF STATE HIGHWAY 318 AND STATE
 LX2013'HIGHWAY 181 SOUTH, IN TOP OF THE NORTHWEST SIDE OF THE SOUTHWEST
 LX2013'ABUTMENT OF THE HIGHWAY 318 BRIDGE OVER THE FARMINGTON RIVER, 5.02
 LX2013'METERS (16.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.61
 LX2013'METER (2.0 FT) WEST OF THE SOUTHWEST END OF THE NORTHWEST METAL GUARD
 LX2013'RAIL OF THE BRIDGE.
 LX2013'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2013
 LX2013                          STATION RECOVERY (1985)
 LX2013
 LX2013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5452 ***********************************************************************
 LX5452  DESIGNATION -  TURKEY
 LX5452  PID         -  LX5452
 LX5452  STATE/COUNTY-  CT/NEW LONDON
 LX5452  USGS QUAD   -  NIANTIC (1983)
 LX5452
 LX5452                         *CURRENT SURVEY CONTROL
 LX5452  ___________________________________________________________________
 LX5452* NAD 83(1996)-  41 21 22.02605(N)    072 11 25.80407(W)     ADJUSTED  
 LX5452* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5452  ___________________________________________________________________
 LX5452  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LX5452  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX5452
 LX5452  HORZ ORDER  -  SECOND
 LX5452
 LX5452.The horizontal coordinates were established by classical geodetic methods
 LX5452.and adjusted by the National Geodetic Survey in August 1998..
 LX5452
 LX5452.The orthometric height was scaled from a topographic map.
 LX5452
 LX5452.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5452
 LX5452.The geoid height was determined by GEOID03.
 LX5452
 LX5452;                    North         East     Units Scale Factor Converg.
 LX5452;SPC CT       -   210,611.066   351,618.980   MT  0.99998792   +0 22 15.5
 LX5452;SPC CT       -   690,979.81  1,153,603.27   sFT  0.99998792   +0 22 15.5
 LX5452;UTM  18      - 4,582,099.656   735,018.941   MT  1.00027980   +1 51 25.9
 LX5452
 LX5452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5452!SPC CT       -   1.00000483  x   0.99998792  =   0.99999275
 LX5452!UTM  18      -   1.00000483  x   1.00027980  =   1.00028463
 LX5452
 LX5452|---------------------------------------------------------------------|
 LX5452| PID    Reference Object                     Distance      Geod. Az  |
 LX5452|                                                           dddmmss.s |
 LX5452| CZ8039 TURKEY RM 2                           6.050 METERS 00512     |
 LX5452| LX5456 PARK                                327.012 METERS 03636     |
 LX5452| LX5455 MACHOL                              162.167 METERS 11534     |
 LX5452| LX5458 PLANT                               APPROX. 0.6 KM 1501422.2 |
 LX5452| CZ8038 TURKEY RM 1                          21.640 METERS 22051     |
 LX5452| LX7640 CALKINS RESET                       259.089 METERS 35427     |
 LX5452|---------------------------------------------------------------------|
 LX5452
 LX5452                          SUPERSEDED SURVEY CONTROL
 LX5452
 LX5452  NAD 83(1992)-  41 21 22.02497(N)    072 11 25.80338(W) AD(       ) 2
 LX5452  NAD 83(1986)-  41 21 22.02636(N)    072 11 25.80768(W) AD(       ) 2
 LX5452  NAD 27      -  41 21 21.69100(N)    072 11 27.53400(W) AD(       ) 2
 LX5452
 LX5452.Superseded values are not recommended for survey control.
 LX5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5452.See file dsdata.txt to determine how the superseded data were derived.
 LX5452
 LX5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3501982100(NAD 83)
 LX5452_MARKER: DS = TRIANGULATION STATION DISK
 LX5452_SETTING: 66 = SET IN ROCK OUTCROP
 LX5452_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5452+STABILITY: POSITION/ELEVATION WELL
 LX5452
 LX5452  HISTORY     - Date     Condition        Report By
 LX5452  HISTORY     - 1934     MONUMENTED       CGS
 LX5452  HISTORY     - 1968     GOOD             CGS
 LX5452  HISTORY     - 1984     GOOD             USPSQD
 LX5452
 LX5452                          STATION DESCRIPTION
 LX5452
 LX5452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5452'THE STATION IS LOCATED ON TURKEY POINT, ON THE W SIDE OF THE
 LX5452'NIANTIC RIVER.  THE POINT IS A SMALL PROMONTORY ON THE LAND OF
 LX5452'A.C. CALKINS AND ABOUT 300 FEET N OF A PROMINENT BLUFF.  THE
 LX5452'STATION IS MARKED BY A STANDARD DISC SET IN LEDGE JUST BACK OF
 LX5452'A SMALL SAND BEACH AND 6 METERS FROM HIGH WATER LINE AND ABOUT
 LX5452'2 FEET ABOVE HIGH WATER.
 LX5452'
 LX5452'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX5452'IN OUTCROPPING BEDROCK.  REFERENCE MARK
 LX5452'NO. 1 IS A STANDARD BRONZE DISC SET IN A BOULDER.
 LX5452'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISC SET IN
 LX5452'OUTCROPPING BEDROCK.
 LX5452'
 LX5452'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN THE TOP OF
 LX5452'A BOULDER ON THE BEACH S OF THE STATION.  REFERENCE MARK NO. 2
 LX5452'IS A STANDARD DISC SET IN LEDGE BACK OF THE BEACH, N OF THE
 LX5452'STATION.
 LX5452'
 LX5452'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5452
 LX5452                          STATION RECOVERY (1968)
 LX5452
 LX5452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5452'RECOVERED AS DESCRIBED.  THE STATION AND REFERENCE MARKS WERE
 LX5452'FOUND IN GOOD CONDITION.
 LX5452
 LX5452                          STATION RECOVERY (1984)
 LX5452
 LX5452'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5452'TURKEY 1934 FOUND FAIR-- THE FACE HAS BEEN MUTIALATED.
 LX5452'TURKEY RM 1 1934 FOUND GOOD CONDITION.
 LX5452'TURKEY RM 2 1934 FOUND MUTIALATED--UNREADABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7175 ***********************************************************************
 LX7175  DESIGNATION -  TURKEY HILL
 LX7175  PID         -  LX7175
 LX7175  STATE/COUNTY-  CT/HARTFORD
 LX7175  USGS QUAD   -  MERIDEN (1992)
 LX7175
 LX7175                         *CURRENT SURVEY CONTROL
 LX7175  ___________________________________________________________________
 LX7175* NAD 83(1996)-  41 36 56.41646(N)    072 47 04.95189(W)     ADJUSTED  
 LX7175* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 LX7175  ___________________________________________________________________
 LX7175  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 LX7175  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX7175
 LX7175  HORZ ORDER  -  FIRST
 LX7175
 LX7175.The horizontal coordinates were established by classical geodetic methods
 LX7175.and adjusted by the National Geodetic Survey in August 1998..
 LX7175
 LX7175.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7175
 LX7175.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7175
 LX7175.The geoid height was determined by GEOID03.
 LX7175
 LX7175;                    North         East     Units Scale Factor Converg.
 LX7175;SPC CT       -   239,286.428   301,907.762   MT  0.99998416   -0 01 22.9
 LX7175;SPC CT       -   785,058.89    990,509.05   sFT  0.99998416   -0 01 22.9
 LX7175;UTM  18      - 4,609,476.408   684,570.464   MT  1.00001924   +1 28 18.0
 LX7175
 LX7175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7175!SPC CT       -   0.99998654  x   0.99998416  =   0.99997070
 LX7175!UTM  18      -   0.99998654  x   1.00001924  =   1.00000578
 LX7175
 LX7175|---------------------------------------------------------------------|
 LX7175| PID    Reference Object                     Distance      Geod. Az  |
 LX7175|                                                           dddmmss.s |
 LX7175| CZ8040 TURKEY HILL RM 1                     24.845 METERS 01456     |
 LX7175| LX6988 BERLIN CONG CH SPIRE                APPROX. 3.2 KM 0823059.8 |
 LX7175| CZ8041 TURKEY HILL RM 2                     29.114 METERS 30406     |
 LX7175| LX7156 ANGE                                APPROX. 5.3 KM 3105844.8 |
 LX7175|---------------------------------------------------------------------|
 LX7175
 LX7175                          SUPERSEDED SURVEY CONTROL
 LX7175
 LX7175  NAD 83(1992)-  41 36 56.41585(N)    072 47 04.95201(W) AD(       ) 1
 LX7175  NAD 83(1986)-  41 36 56.41782(N)    072 47 04.95392(W) AD(       ) 1
 LX7175  NAD 27      -  41 36 56.05685(N)    072 47 06.60250(W) AD(       ) 1
 LX7175  NGVD 29 (07/19/86)  115.4    (m)          379.     (f) VERT ANG       
 LX7175
 LX7175.Superseded values are not recommended for survey control.
 LX7175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7175.See file dsdata.txt to determine how the superseded data were derived.
 LX7175
 LX7175_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8457009476(NAD 83)
 LX7175_MARKER: DS = TRIANGULATION STATION DISK
 LX7175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7175+STABILITY: SURFACE MOTION
 LX7175
 LX7175  HISTORY     - Date     Condition        Report By
 LX7175  HISTORY     - 1981     MONUMENTED       NGS
 LX7175  HISTORY     - 1991     GOOD             USPSQD
 LX7175
 LX7175                          STATION DESCRIPTION
 LX7175
 LX7175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7175'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF BERLIN,
 LX7175'3.2 KM (2.0 MI) NORTH-NORTHWEST FROM THE NORTH END OF SILVER LAKE
 LX7175'AND 2.4 KM (1.5 MI) SOUTH-SOUTHWEST OF KENSINGTON.
 LX7175'OWNERSHIP--THE KENSINGTON FIRE DISTRICT,
 LX7175'PO BOX 2, KENSINGTON CT 06037, PHONE 203-828-3200.
 LX7175'
 LX7175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 71 AND 72
 LX7175'AT THE NORTH EDGE OF KENSINGTON.  GO SOUTH ON HIGHWAY 71 FOR 1.4
 LX7175'KM (0.9 MI) TO A CROSS STREET (MAIN STREET).  TURN RIGHT,
 LX7175'SOUTHWEST ON MAIN STREET AND GO FOR 1 KM (0.65 MI) TO A T-ROAD,
 LX7175'TURN LEFT, SOUTH AND GO FOR 0.8 KM (0.5 MI) TO A CROSS STREET
 LX7175'(ROBBINS ROAD), CONTINUE SOUTH FOR 0.6 KM (0.4 MI) TO A ROAD
 LX7175'LEFT.  TURN LEFT, SOUTHEAST ON ELMWOOD ROAD AND GO FOR 0.3 KM
 LX7175'(0.2 MI) TO A SHARP LEFT TURN IN THE ROAD AND A CABLE ACROSS ROAD
 LX7175'ON THE RIGHT, PASS THROUGH CABLE GATE, SOUTHEAST FOR ABOUT
 LX7175'36 METERS (118 FT) TO THE STATION ON HIGH ELEVATION.
 LX7175'
 LX7175'THE STATION IS A STANDARD NGS DISK
 LX7175'STAMPED---TURKEY HILL 1981---,
 LX7175'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7175'FLUSH WITH GROUND.  IT IS LOCATED
 LX7175'30.14 METERS (98.90 FT) SOUTH FROM THE APPROXIMATE CENTER OF A
 LX7175'PAVED ROAD,
 LX7175'24.38 METERS (80.0 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST,
 LX7175'6.5 METERS (21.35 FT) SOUTHEAST FROM A TWIN TRUNKED CHERRY TREE
 LX7175'AND
 LX7175'1.3 METERS (4.27 FT) WEST FROM A METAL WITNESS POST.
 LX7175'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7175'STAMPED---TURKEY HILL 1981---,
 LX7175'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 LX7175'
 LX7175'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7175'STAMPED---TURKEY HILL NO 1 1981---,
 LX7175'SET IN TO A DRILLHOLE IN A CONCRETE SLAB PROJECTING 0.5 METER.
 LX7175'IT IS LOCATED
 LX7175'7.35 METERS (24.13 FT) EAST FROM THE EAST END OF A LARGE TANK AND
 LX7175'0.54 METER (1.77 FT) NORTH FROM A METAL WITNESS POST.
 LX7175'6.85 METERS (22.47 FT) SOUTH FROM THE APPROXIMATE CENTER OF A
 LX7175'PAVED ROAD
 LX7175'MARK IS LEVEL WITH STATION.
 LX7175'
 LX7175'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7175'STAMPED---TURKEY HILL NO 2 1981---,
 LX7175'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7175'FLUSH WITH GROUND.  IT IS LOCATED
 LX7175'11.90 METERS (39.05 FT) SOUTH FROM THE CENTER OF A PAVED ROAD AT
 LX7175'CURVE,
 LX7175'6.95 METERS (22.8 FT) SOUTHWEST FROM A POWER POLE NO 73-69 WITH
 LX7175'TRANSFORMER AND
 LX7175'0.90 METER (2.95 FT) NORTH FROM A METAL WITNESS POST.
 LX7175'MARK IS BELOW STATION 0.5 METER.
 LX7175'
 LX7175'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.1 METERS.
 LX7175'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7175
 LX7175                          STATION RECOVERY (1991)
 LX7175
 LX7175'RECOVERY NOTE BY US POWER SQUADRON 1991 (RB)
 LX7175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6471 ***********************************************************************
 LX6471  DESIGNATION -  TURNPIKE
 LX6471  PID         -  LX6471
 LX6471  STATE/COUNTY-  CT/NEW HAVEN
 LX6471  USGS QUAD   -  BRANFORD (1984)
 LX6471
 LX6471                         *CURRENT SURVEY CONTROL
 LX6471  ___________________________________________________________________
 LX6471* NAD 83(1996)-  41 17 41.24323(N)    072 47 10.14008(W)     ADJUSTED  
 LX6471* NAVD 88     -        30.3    (meters)      99.     (feet)  VERTCON   
 LX6471  ___________________________________________________________________
 LX6471  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 LX6471  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX6471
 LX6471  HORZ ORDER  -  SECOND
 LX6471
 LX6471.The horizontal coordinates were established by classical geodetic methods
 LX6471.and adjusted by the National Geodetic Survey in August 1998..
 LX6471
 LX6471.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6471
 LX6471.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6471
 LX6471.The geoid height was determined by GEOID03.
 LX6471
 LX6471;                    North         East     Units Scale Factor Converg.
 LX6471;SPC CT       -   203,649.036   301,772.737   MT  0.99999178   -0 01 26.3
 LX6471;SPC CT       -   668,138.55    990,066.05   sFT  0.99999178   -0 01 26.3
 LX6471;UTM  18      - 4,573,846.284   685,362.191   MT  1.00002287   +1 27 41.1
 LX6471
 LX6471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6471!SPC CT       -   0.99999994  x   0.99999178  =   0.99999172
 LX6471!UTM  18      -   0.99999994  x   1.00002287  =   1.00002281
 LX6471
 LX6471:                Primary Azimuth Mark                     Grid Az
 LX6471:SPC CT       -  5208                                     259 25 11.1
 LX6471:UTM  18      -  5208                                     257 56 03.7
 LX6471
 LX6471|---------------------------------------------------------------------|
 LX6471| PID    Reference Object                     Distance      Geod. Az  |
 LX6471|                                                           dddmmss.s |
 LX6471| LX6459 5208                                APPROX. 1.9 KM 2592344.8 |
 LX6471| CZ8042 TURNPIKE RM 1                        11.348 METERS 27557     |
 LX6471| LX6472 TURNPIKE A PT                         7.769 METERS 32112     |
 LX6471| CZ8043 TURNPIKE RM 2                        19.628 METERS 32621     |
 LX6471|---------------------------------------------------------------------|
 LX6471
 LX6471                          SUPERSEDED SURVEY CONTROL
 LX6471
 LX6471  NAD 83(1992)-  41 17 41.24235(N)    072 47 10.13995(W) AD(       ) 2
 LX6471  NAD 83(1986)-  41 17 41.24460(N)    072 47 10.14278(W) AD(       ) 2
 LX6471  NAD 27      -  41 17 40.89705(N)    072 47 11.78848(W) AD(       ) 2
 LX6471  NGVD 29 (07/19/86)   30.6    (m)          100.     (f) VERT ANG       
 LX6471
 LX6471.Superseded values are not recommended for survey control.
 LX6471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6471.See file dsdata.txt to determine how the superseded data were derived.
 LX6471
 LX6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8536273846(NAD 83)
 LX6471_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6471_SETTING: 66 = SET IN ROCK OUTCROP
 LX6471_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6471+STABILITY: POSITION/ELEVATION WELL
 LX6471
 LX6471  HISTORY     - Date     Condition        Report By
 LX6471  HISTORY     - 1976     MONUMENTED       NGS
 LX6471
 LX6471                          STATION DESCRIPTION
 LX6471
 LX6471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6471'THE STATION IS LOCATED ABOUT 5-1/2 MILES NORTHWEST OF GUILFORD,
 LX6471'4-3/4 MILES NORTHEAST OF EAST HAVEN AND 1-3/4 MILES NORTHEAST
 LX6471'OF BRANFORD.  IT IS ON A CUT BANK THAT IS ABOUT 20 FEET HIGH
 LX6471'AND JUST OFF THE SOUTH BOUND LANE OF INTERSTATE 95.  IT IS ON
 LX6471'PROPERTY OWNED BY THE STATE OF CONNECTICUT AND PERMISSION WAS
 LX6471'OBTAINED FROM MR. LYLE WHITTLESEY, 24 WOLCOTT HILL ROAD,
 LX6471'WETHERSFIELD, CONNECTICUT, PHONE NUMBER 566-4638.
 LX6471'
 LX6471'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 95 AND U.S
 LX6471'HIGHWAY 1 AT EXIT 55, WHICH IS ABOUT 1-3/4 MILES NORTHEAST OF
 LX6471'BRANFORD, GO WEST ON INTERSTATE 95 FOR 0.05 MILE TO THE
 LX6471'ROCK LEDGE AND THE STATION ON THE RIGHT AS DESCRIBED.
 LX6471'
 LX6471'STATION MARK, STAMPED---TURNPIKE 1976---, IS A STANDARD DISK
 LX6471'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  IT IS 23
 LX6471'FEET SOUTHEAST OF A LONE 4-INCH CEDAR TREE, 20 FEET NORTH OF A
 LX6471'STEEP DROPOFF AND 13 FEET SOUTHWEST OF A 14-INCH TREE.
 LX6471'
 LX6471'REFERENCE MARK 1, STAMPED---TURNPIKE NO 1 1976---, IS A
 LX6471'STANDARD
 LX6471'DISK CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  IT IS
 LX6471'26 FEET NORTH OF THE DROPOFF, 23 FEET EAST OF A TWIN TRUNK
 LX6471'TREE AND 15 FEET WEST OF THE LONE CEDAR TREE.
 LX6471'
 LX6471'REFERENCE MARK 2, STAMPED---TURNPIKE NO 2 1976---, IS A
 LX6471'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2 FEET BY 5 FEET
 LX6471'EXPOSED SURFACE OF ROCK OUTCROP.  IT IS 75 FEET NORTH OF THE
 LX6471'DROPOFF, 60 FEET NORTHEAST OF THE TWIN TRUNK TREE AND 47
 LX6471'FEET NORTHWEST OF THE LONE CEDAR TREE.
 LX6471'
 LX6471'STATE MARK 5208 CGS WAS USED AS AN AZIMUTH MARK.
 LX6471'
 LX6471'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.4 METERS.
 LX6471'
 LX6471'DESCRIBED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6199 ***********************************************************************
 LX6199  DESIGNATION -  TUXIS ISLAND 2
 LX6199  PID         -  LX6199
 LX6199  STATE/COUNTY-  CT/NEW HAVEN
 LX6199  USGS QUAD   -  CLINTON (1984)
 LX6199
 LX6199                         *CURRENT SURVEY CONTROL
 LX6199  ___________________________________________________________________
 LX6199* NAD 83(1996)-  41 15 56.97217(N)    072 36 04.82180(W)     ADJUSTED  
 LX6199* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LX6199  ___________________________________________________________________
 LX6199  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX6199  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX6199
 LX6199  HORZ ORDER  -  SECOND
 LX6199
 LX6199.The horizontal coordinates were established by classical geodetic methods
 LX6199.and adjusted by the National Geodetic Survey in August 1998..
 LX6199
 LX6199.The orthometric height was scaled from a topographic map.
 LX6199
 LX6199.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6199
 LX6199.The geoid height was determined by GEOID03.
 LX6199
 LX6199;                    North         East     Units Scale Factor Converg.
 LX6199;SPC CT       -   200,442.398   317,257.731   MT  0.99999401   +0 05 54.9
 LX6199;SPC CT       -   657,618.10  1,040,869.74   sFT  0.99999401   +0 05 54.9
 LX6199;UTM  18      - 4,571,041.753   700,926.105   MT  1.00009687   +1 34 57.3
 LX6199
 LX6199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6199!SPC CT       -   1.00000369  x   0.99999401  =   0.99999770
 LX6199!UTM  18      -   1.00000369  x   1.00009687  =   1.00010056
 LX6199
 LX6199                          SUPERSEDED SURVEY CONTROL
 LX6199
 LX6199  NAD 83(1992)-  41 15 56.97126(N)    072 36 04.82161(W) AD(       ) 2
 LX6199  NAD 83(1986)-  41 15 56.97346(N)    072 36 04.82471(W) AD(       ) 2
 LX6199  NAD 27      -  41 15 56.62300(N)    072 36 06.48900(W) AD(       ) 2
 LX6199
 LX6199.Superseded values are not recommended for survey control.
 LX6199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6199.See file dsdata.txt to determine how the superseded data were derived.
 LX6199
 LX6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0092671042(NAD 83)
 LX6199
 LX6199  HISTORY     - Date     Condition        Report By
 LX6199  HISTORY     - 1882     MONUMENTED       CGS
 LX6199  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6199  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6199
 LX6199                          STATION DESCRIPTION
 LX6199
 LX6199'DESCRIBED BY COAST AND GEODETIC SURVEY 1882 (JPB)
 LX6199'BUILT ON THE ROCKS AT THE SOUTHEASTERN END OF TUXIS
 LX6199'ISLAND.  MARKED BY A COPPER BOLT 1 INCH IN DIAMETER AND 8-1/2
 LX6199'INCHES LONG SET FLUSH IN ROCK WITH SULPHUR.  THREE HOLES WERE
 LX6199'DRILLED IN THE ROCK FOR REFERENCES--ONE, 4 INCHES DEEP AND 1-1/4
 LX6199'INCHES DIAMETER, IS 10.00 FEET FROM THE STATION, DIRECTION ABOUT
 LX6199'N.  TWO, 2-1/2 INCHES DEEP AND 1-1/4 INCHES DIAMETER, 7.94 FEET
 LX6199'FROM STATION, A LITTLE S OF E.  THREE, 2-1/2 INCHES DEEP AND
 LX6199'1-1/4 INCHES DIAMETER, 10.02 FEET FROM STATION, A LITTLE S OF
 LX6199'W.  FROM ONE TO TWO IS 15.70 FEET.  FROM TWO TO THREE, 15.89
 LX6199'FEET.  FROM THREE TO ONE, 16.92 FEET.
 LX6199
 LX6199                          STATION RECOVERY (1934)
 LX6199
 LX6199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6199'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IT WAS
 LX6199'CONNECTED BY ANGLE AND DISTANCE TO THE NEW STATION
 LX6199'Y.M.C.A.  TUXIS ISLAND 2 WAS NOT HIGH ENOUGH TO BE USED IN THE
 LX6199'NEW SCHEME.
 LX6199
 LX6199                          STATION RECOVERY (1961)
 LX6199
 LX6199'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6199'STATION WAS FOUND IN GOOD CONDITION.  DESCRIPTION BY G.C.M. IN
 LX6199'1934 IS COMPLETE AND ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2663 ***********************************************************************
 MZ2663  DESIGNATION -  TWIN LAKES
 MZ2663  PID         -  MZ2663
 MZ2663  STATE/COUNTY-  CT/LITCHFIELD
 MZ2663  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2663
 MZ2663                         *CURRENT SURVEY CONTROL
 MZ2663  ___________________________________________________________________
 MZ2663* NAD 83(1996)-  42 01 01.01028(N)    073 24 27.56996(W)     ADJUSTED  
 MZ2663* NAVD 88     -       251.1    (meters)     824.     (feet)  VERTCON   
 MZ2663  ___________________________________________________________________
 MZ2663  LAPLACE CORR-           7.69  (seconds)                    DEFLEC99
 MZ2663  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 MZ2663
 MZ2663  HORZ ORDER  -  SECOND
 MZ2663
 MZ2663.The horizontal coordinates were established by classical geodetic methods
 MZ2663.and adjusted by the National Geodetic Survey in August 1998..
 MZ2663
 MZ2663.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2663
 MZ2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2663
 MZ2663.The geoid height was determined by GEOID03.
 MZ2663
 MZ2663;                    North         East     Units Scale Factor Converg.
 MZ2663;SPC CT       -   284,062.642   250,327.085   MT  1.00001868   -0 26 09.8
 MZ2663;SPC CT       -   931,962.18    821,281.44   sFT  1.00001868   -0 26 09.8
 MZ2663;SPC NY E     -   354,059.533   240,468.855   MT  1.00000068   +0 43 52.4
 MZ2663;SPC NY E     - 1,161,610.32    788,938.24   sFT  1.00000068   +0 43 52.4
 MZ2663;SPC MA M     -   864,718.442    42,008.965   MT  0.99996966   -1 16 53.1
 MZ2663;SPC MA M     - 2,836,997.09    137,824.41   sFT  0.99996966   -1 16 53.1
 MZ2663;UTM  18      - 4,652,884.306   631,840.750   MT  0.99981388   +1 03 57.6
 MZ2663
 MZ2663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2663!SPC CT       -   0.99996534  x   1.00001868  =   0.99998402
 MZ2663!SPC NY E     -   0.99996534  x   1.00000068  =   0.99996602
 MZ2663!SPC MA M     -   0.99996534  x   0.99996966  =   0.99993500
 MZ2663!UTM  18      -   0.99996534  x   0.99981388  =   0.99977923
 MZ2663
 MZ2663|---------------------------------------------------------------------|
 MZ2663| PID    Reference Object                     Distance      Geod. Az  |
 MZ2663|                                                           dddmmss.s |
 MZ2663| CR8745 TWIN LAKES RM 1                      10.971 METERS 07052     |
 MZ2663| CR8746 TWIN LAKES RM 2                      13.185 METERS 17524     |
 MZ2663| MZ2661 MT EVERETT LOT                      APPROX. 9.7 KM 3473847.9 |
 MZ2663| MZ2664 TWIN LAKES RM 3                     291.825 METERS 35152     |
 MZ2663|---------------------------------------------------------------------|
 MZ2663
 MZ2663                          SUPERSEDED SURVEY CONTROL
 MZ2663
 MZ2663  NAD 83(1996)-  42 01 01.01031(N)    073 24 27.57003(W) AD(       ) 2
 MZ2663  NAD 83(1992)-  42 01 01.01076(N)    073 24 27.57021(W) AD(       ) 2
 MZ2663  NAD 83(1992)-  42 01 01.01132(N)    073 24 27.57033(W) AD(       ) 2
 MZ2663  NAD 83(1986)-  42 01 01.01027(N)    073 24 27.56684(W) AD(       ) 2
 MZ2663  NAD 83(1986)-  42 01 01.01150(N)    073 24 27.57359(W) AD(       ) 2
 MZ2663  NGVD 29 (07/14/89)  251.3    (m)          824.     (f) VERT ANG       
 MZ2663
 MZ2663.Superseded values are not recommended for survey control.
 MZ2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2663.See file dsdata.txt to determine how the superseded data were derived.
 MZ2663
 MZ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3184152884(NAD 83)
 MZ2663_MARKER: DS = TRIANGULATION STATION DISK
 MZ2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ2663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ2663_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ2663+STABILITY: SURFACE MOTION
 MZ2663
 MZ2663  HISTORY     - Date     Condition        Report By
 MZ2663  HISTORY     - 1984     MONUMENTED       NGS
 MZ2663
 MZ2663                          STATION DESCRIPTION
 MZ2663
 MZ2663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 MZ2663'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 MZ2663'EAST OF THE NEW YORK STATE LINE, 4 KM (2.5 MI) NORTH-NORTHEAST OF
 MZ2663'SALISBURY, 3.3 KM (2.1 MI) SOUTH OF THE MASSACHUSETTS STATE LINE,
 MZ2663'2.4 KM (1.5 MI) WEST OF THE SOUTH TIP OF NORTH TWIN LAKES AND ON
 MZ2663'ROAD RIGHT-OF-WAY OF TWIN LAKES ROAD.
 MZ2663'OWNERSHIP--MR CHARLOTT H REID, FIRST SELECTMAN TOWN HALL, MAIN
 MZ2663'STREET, SALISBURY CT 06068, PHONE 203-435-9512.
 MZ2663'
 MZ2663'TO REACH THE STATION FROM THE MASSACHUSETTS STATE LINE ON STATE
 MZ2663'HIGHWAY 41, GO SOUTH ON HIGHWAY 41 FOR 0.6 KM (0.35 MI) TO A SIDE
 MZ2663'ROAD LEFT (HAMMERTOWN ROAD). TURN LEFT AND GO EAST ON HAMMERTOWN
 MZ2663'ROAD FOR 1.4 KM (0.9 MI) TO A T-ROAD. TURN RIGHT AND GO SOUTH ON
 MZ2663'PAVED ROAD FOR 1.2 KM (0.75 MI) TO A SIDE ROAD RIGHT. CONTINUE
 MZ2663'SOUTH FOR 1.3 KM (0.8 MI) TO REFERENCE MARK 3 ON LEFT. CONTINUE
 MZ2663'SOUTH ON PAVED ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON RIGHT.
 MZ2663'
 MZ2663'THE STATION IS A STANDARD NGS DISK
 MZ2663'STAMPED---TWIN LAKES 1984---,
 MZ2663'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MZ2663'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 MZ2663'11.3 METERS (37.0 FT) WEST-SOUTHWEST FROM AN UTILITY POLE WITH
 MZ2663'NUMBER 1148,
 MZ2663'12.8 METERS (42.0 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT,
 MZ2663'6.6 METERS (21.5 FT) WEST FROM THE CENTER LINE OF TWIN LAKES ROAD,
 MZ2663'4.3 METERS (14.0 FT) SOUTHEAST FROM THE CORNER OF A RAIL FENCE AND
 MZ2663'2.6 METERS (8.5 FT) EAST FROM AN ORANGE WITNESS POST.
 MZ2663'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 MZ2663'STAMPED---TWIN LAKES 1984---,
 MZ2663'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 MZ2663'
 MZ2663'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 MZ2663'STAMPED---TWIN LAKES NO 1 1984---,
 MZ2663'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 MZ2663'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 MZ2663'14.5 METERS (47.5 FT) SOUTHEAST FROM A FIRE HYDRANT,
 MZ2663'8.5 METERS (28.0 FT) SOUTH FROM THE APPROXIMATE CENTER OF A PAVED
 MZ2663'DRIVEWAY,
 MZ2663'4.3 METERS (14.0 FT) EAST FROM THE CENTER LINE OF TWIN LAKES ROAD
 MZ2663'AND
 MZ2663'2.2 METERS (7.3 FT) SOUTH FROM AN UTILITY POLE WITH NUMBER 1148.
 MZ2663'MARK IS LEVEL WITH THE STATION.
 MZ2663'
 MZ2663'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 MZ2663'STAMPED---TWIN LAKES NO 2 1984---,
 MZ2663'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 MZ2663'13.1 METERS (43.0 FT) SOUTH FROM AN ORANGE WITNESS POST,
 MZ2663'7.3 METERS (24.0 FT) WEST FROM THE CENTER LINE OF TWIN LAKES ROAD,
 MZ2663'2.4 METERS (8.0 FT) EAST FROM A RAIL FENCE AND
 MZ2663'1.2 METERS (4.0 FT) NORTHEAST FROM A 75 CM IN DIAMETER TREE.
 MZ2663'MARK IS 0.5 METER ABOVE THE STATION.
 MZ2663'
 MZ2663'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK
 MZ2663'STAMPED---TWIN LAKES NO 3 1984---,
 MZ2663'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 MZ2663'22.9 METERS (75.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 MZ2663'OF A GRAVEL DRIVE,
 MZ2663'7.6 METERS (25.0 FT) NORTH FROM AN UTILITY POLE WITH NUMBER 1155,
 MZ2663'4.9 METERS (16.0 FT) EAST FROM THE CENTER LINE OF TWIN LAKES ROAD
 MZ2663'AND
 MZ2663'1.2 METERS (4.0 FT) WEST FROM AN ORANGE WITNESS POST.
 MZ2663'MARK IS 13.6 METERS BELOW THE STATION.
 MZ2663'
 MZ2663'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 MZ2663'
 MZ2663'AN EDM TIE WAS MADE TO REFERENCE MARK 3.
 MZ2663'
 MZ2663'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ2664 ***********************************************************************
 MZ2664  DESIGNATION -  TWIN LAKES RM 3
 MZ2664  PID         -  MZ2664
 MZ2664  STATE/COUNTY-  CT/LITCHFIELD
 MZ2664  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ2664
 MZ2664                         *CURRENT SURVEY CONTROL
 MZ2664  ___________________________________________________________________
 MZ2664* NAD 83(1996)-  42 01 10.37349(N)    073 24 29.36427(W)     ADJUSTED  
 MZ2664* NAVD 88     -       237.     (meters)     778.     (feet)  VERTCON   
 MZ2664  ___________________________________________________________________
 MZ2664  LAPLACE CORR-           7.59  (seconds)                    DEFLEC99
 MZ2664  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 MZ2664
 MZ2664  HORZ ORDER  -  SECOND
 MZ2664
 MZ2664.The horizontal coordinates were established by classical geodetic methods
 MZ2664.and adjusted by the National Geodetic Survey in August 1998..
 MZ2664
 MZ2664.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ2664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ2664
 MZ2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ2664
 MZ2664.The geoid height was determined by GEOID03.
 MZ2664
 MZ2664;                    North         East     Units Scale Factor Converg.
 MZ2664;SPC CT       -   284,351.844   250,288.003   MT  1.00001906   -0 26 11.0
 MZ2664;SPC CT       -   932,911.01    821,153.22   sFT  1.00001906   -0 26 11.0
 MZ2664;SPC MA M     -   865,008.175    41,974.155   MT  0.99996952   -1 16 54.3
 MZ2664;SPC MA M     - 2,837,947.65    137,710.21   sFT  0.99996952   -1 16 54.3
 MZ2664;SPC NY E     -   354,347.874   240,423.890   MT  1.00000058   +0 43 51.3
 MZ2664;SPC NY E     - 1,162,556.32    788,790.71   sFT  1.00000058   +0 43 51.3
 MZ2664;UTM  18      - 4,653,172.325   631,794.109   MT  0.99981373   +1 03 56.5
 MZ2664
 MZ2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ2664!SPC CT       -   0.99996748  x   1.00001906  =   0.99998654
 MZ2664!SPC MA M     -   0.99996748  x   0.99996952  =   0.99993700
 MZ2664!SPC NY E     -   0.99996748  x   1.00000058  =   0.99996806
 MZ2664!UTM  18      -   0.99996748  x   0.99981373  =   0.99978122
 MZ2664
 MZ2664                          SUPERSEDED SURVEY CONTROL
 MZ2664
 MZ2664  NAD 83(1996)-  42 01 10.37352(N)    073 24 29.36434(W) AD(       ) 2
 MZ2664  NAD 83(1992)-  42 01 10.37390(N)    073 24 29.36452(W) AD(       ) 2
 MZ2664  NAD 83(1992)-  42 01 10.37445(N)    073 24 29.36464(W) AD(       ) 2
 MZ2664  NAD 83(1986)-  42 01 10.37392(N)    073 24 29.36138(W) AD(       ) 2
 MZ2664  NAD 83(1986)-  42 01 10.37464(N)    073 24 29.36784(W) AD(       ) 2
 MZ2664  NGVD 29 (07/14/89)  238.     (m)          781.     (f) VERT ANG       
 MZ2664
 MZ2664.Superseded values are not recommended for survey control.
 MZ2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ2664.See file dsdata.txt to determine how the superseded data were derived.
 MZ2664
 MZ2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM3179453172(NAD 83)
 MZ2664_MARKER: DR = REFERENCE MARK DISK
 MZ2664_SETTING: 66 = SET IN ROCK OUTCROP
 MZ2664_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 MZ2664_MAGNETIC: N = NO MAGNETIC MATERIAL
 MZ2664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ2664+STABILITY: POSITION/ELEVATION WELL
 MZ2664
 MZ2664  HISTORY     - Date     Condition        Report By
 MZ2664  HISTORY     - 1984     MONUMENTED       NGS
 MZ2664
 MZ2664                          STATION DESCRIPTION
 MZ2664
 MZ2664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (VDN)
 MZ2664'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI)
 MZ2664'EAST OF THE NEW YORK STATE LINE, 4 KM (2.5 MI) NORTH-NORTHEAST OF
 MZ2664'SALISBURY, 3.3 KM (2.1 MI) SOUTH OF THE MASSACHUSETTS STATE LINE,
 MZ2664'2.4 KM (1.5 MI) WEST OF THE SOUTH TIP OF NORTH TWIN LAKES AND ON
 MZ2664'ROAD RIGHT-OF-WAY OF TWIN LAKES ROAD.
 MZ2664'OWNERSHIP--MR CHARLOTT H REID, FIRST SELECTMAN TOWN HALL, MAIN
 MZ2664'STREET, SALISBURY CT 06068, PHONE 203-435-9512.
 MZ2664'
 MZ2664'TO REACH THE STATION FROM THE MASSACHESETTS STATE LINE ON STATE
 MZ2664'HIGHWAY 41, GO SOUTH ON HIGHWAY 41 FOR 0.6 KM (0.35 MI) TO A SIDE
 MZ2664'ROAD LEFT (HAMMERTOWN ROAD). TURN LEFT AND GO EAST ON HAMMERTOWN
 MZ2664'ROAD FOR 1.4 KM (0.9 MI) TO A T-ROAD. TURN RIGHT AND GO SOUTH ON
 MZ2664'PAVED ROAD FOR 1.2 KM (0.75 MI) TO A SIDE ROAD RIGHT. CONTINUE
 MZ2664'SOUTH FOR 1.3 KM (0.8 MI) TO THE STATION ON THE LEFT.
 MZ2664'
 MZ2664'THE STATION IS A STANDARD NGS REFERENCE DISK
 MZ2664'STAMPED---TWIN LAKES NO 3 1984---,
 MZ2664'SET INTO A DRILL HOLE IN ROCK OUTCROP.  LOCATED
 MZ2664'22.9 METERS (75.0 FT) NORTH-NORTHEAST FROM THE APPROXIMATE CENTER
 MZ2664'OF A GRAVEL DRIVE,
 MZ2664'7.6 METERS (25.0 FT) NORTH FROM AN UTILITY POLE WITH NUMBER 1155,
 MZ2664'4.9 METERS (16.0 FT) EAST FROM THE CENTER LINE OF TWIN LAKES ROAD
 MZ2664'AND
 MZ2664'1.2 METERS (4.0 FT) WEST FROM AN ORANGE WITNESS POST.
 MZ2664'
 MZ2664'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS ABOVE THE MARK.
 MZ2664'
 MZ2664'AN EDM TIE WAS MADE TO STATION TWIN LAKES.
 MZ2664'
 MZ2664'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6769 ***********************************************************************
 LX6769  DESIGNATION -  TWO PIERS CHANNEL F RNG LT
 LX6769  PID         -  LX6769
 LX6769  STATE/COUNTY-  CT/HARTFORD
 LX6769  USGS QUAD   -  GLASTONBURY (1992)
 LX6769
 LX6769                         *CURRENT SURVEY CONTROL
 LX6769  ___________________________________________________________________
 LX6769* NAD 83(1996)-  41 40 24.82840(N)    072 36 29.92102(W)     ADJUSTED  
 LX6769* NAVD 88     -                                                        
 LX6769  ___________________________________________________________________
 LX6769  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LX6769  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6769
 LX6769  HORZ ORDER  -  THIRD
 LX6769
 LX6769.The horizontal coordinates were established by classical geodetic methods
 LX6769.and adjusted by the National Geodetic Survey in August 1998..
 LX6769
 LX6769
 LX6769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6769
 LX6769.The geoid height was determined by GEOID03.
 LX6769
 LX6769;                    North         East     Units Scale Factor Converg.
 LX6769;SPC CT       -   245,725.303   316,599.255   MT  0.99998611   +0 05 38.2
 LX6769;SPC CT       -   806,183.76  1,038,709.39   sFT  0.99998611   +0 05 38.2
 LX6769;UTM  18      - 4,616,297.029   699,089.873   MT  1.00008779   +1 35 26.6
 LX6769
 LX6769                          SUPERSEDED SURVEY CONTROL
 LX6769
 LX6769  NAD 83(1996)-  41 40 24.82779(N)    072 36 29.92105(W) AD(       ) 4
 LX6769  NAD 83(1992)-  41 40 24.82792(N)    072 36 29.92107(W) AD(       ) 4
 LX6769  NAD 83(1992)-  41 40 24.82952(N)    072 36 29.92278(W) AD(       ) 4
 LX6769  NAD 83(1986)-  41 40 24.82972(N)    072 36 29.92269(W) AD(       ) 4
 LX6769  NAD 27      -  41 40 24.46000(N)    072 36 31.60000(W) AD(       ) 3
 LX6769
 LX6769.Superseded values are not recommended for survey control.
 LX6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6769.See file dsdata.txt to determine how the superseded data were derived.
 LX6769
 LX6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9909016297(NAD 83)
 LX6769
 LX6769  HISTORY     - Date     Condition        Report By
 LX6769  HISTORY     - UNK      MONUMENTED
 LX6769  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6769  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6769
 LX6769                          STATION DESCRIPTION
 LX6769
 LX6769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6769'THIS STATION IS LOCATED ON THE E SHORE OF THE CONNECTICUT RIVER,
 LX6769'NEAR THE S END OF GLASTONBURY BAR.  IT IS APPROXIMATELY 30 FEET
 LX6769'INSHORE FROM THE MEAN HIGH-WATER LINE.
 LX6769'
 LX6769'THE STATION IS A RED SKELETON STEEL STRUCTURE WITH A WHITE
 LX6769'TANK ENCLOSED WITHIN LEGS ABOUT MIDWAY TO THE TOP.  THE TOWER IS
 LX6769'ABOUT 48 FEET TALL AND THE LIGHT RESTS ABOUT 53 FEET ABOVE THE
 LX6769'MEAN HIGH-WATER MARK.
 LX6769
 LX6769                          STATION RECOVERY (1969)
 LX6769
 LX6769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6769'STATION RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY NOTE,
 LX6769'BY R.J.S., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6770 ***********************************************************************
 LX6770  DESIGNATION -  TWO PIERS CHANNEL R RNG LT
 LX6770  PID         -  LX6770
 LX6770  STATE/COUNTY-  CT/HARTFORD
 LX6770  USGS QUAD   -  GLASTONBURY (1992)
 LX6770
 LX6770                         *CURRENT SURVEY CONTROL
 LX6770  ___________________________________________________________________
 LX6770* NAD 83(1996)-  41 40 25.52669(N)    072 36 27.30661(W)     ADJUSTED  
 LX6770* NAVD 88     -                                                        
 LX6770  ___________________________________________________________________
 LX6770  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LX6770  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6770
 LX6770  HORZ ORDER  -  THIRD
 LX6770
 LX6770.The horizontal coordinates were established by classical geodetic methods
 LX6770.and adjusted by the National Geodetic Survey in August 1998..
 LX6770
 LX6770
 LX6770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6770
 LX6770.The geoid height was determined by GEOID03.
 LX6770
 LX6770;                    North         East     Units Scale Factor Converg.
 LX6770;SPC CT       -   245,746.945   316,659.693   MT  0.99998612   +0 05 39.9
 LX6770;SPC CT       -   806,254.77  1,038,907.68   sFT  0.99998612   +0 05 39.9
 LX6770;UTM  18      - 4,616,320.245   699,149.731   MT  1.00008808   +1 35 28.4
 LX6770
 LX6770                          SUPERSEDED SURVEY CONTROL
 LX6770
 LX6770  NAD 83(1996)-  41 40 25.52604(N)    072 36 27.30672(W) AD(       ) 4
 LX6770  NAD 83(1992)-  41 40 25.52620(N)    072 36 27.30667(W) AD(       ) 4
 LX6770  NAD 83(1992)-  41 40 25.52779(N)    072 36 27.30843(W) AD(       ) 4
 LX6770  NAD 83(1986)-  41 40 25.52800(N)    072 36 27.30830(W) AD(       ) 4
 LX6770  NAD 27      -  41 40 25.16000(N)    072 36 28.99100(W) AD(       ) 3
 LX6770
 LX6770.Superseded values are not recommended for survey control.
 LX6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6770.See file dsdata.txt to determine how the superseded data were derived.
 LX6770
 LX6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9915016320(NAD 83)
 LX6770
 LX6770  HISTORY     - Date     Condition        Report By
 LX6770  HISTORY     - UNK      MONUMENTED
 LX6770  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6770  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6770
 LX6770                          STATION DESCRIPTION
 LX6770
 LX6770'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6770'THIS STATION IS ON THE TOP OF THE HIGH BANK ON THE E SHORE OF
 LX6770'THE CONNECTICUT RIVER, AT THE S END OF GLASTONBURY BAR.  IT IS
 LX6770'A RED SKELETON STEEL STRUCTURE WHICH IS 26 FEET HIGH.  THE WHITE
 LX6770'TANK ENCLOSED WITHIN THE LEGS RESTS 2 FEET ABOVE GROUND.  THE
 LX6770'UPPERMOST POINT OF THE STRUCTURE IS APPROXIMATELY 125 FEET ABOVE
 LX6770'MEAN HIGH WATER.
 LX6770'
 LX6770'THIS STATION SHOULD BE USED WITH CAUTION IN ANY HIGH-ORDER
 LX6770'TRIANGULATION.  COAST GUARD INFORMATION REVEALS THAT IT WAS
 LX6770'REBUILT IN ITS EXACT LOCATION IN 1936.
 LX6770
 LX6770                          STATION RECOVERY (1969)
 LX6770
 LX6770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6770'STATION RECOVERED IN GOOD CONDITION.  THE 1948 RECOVERY NOTE,
 LX6770'BY R.J.S., IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6362 ***********************************************************************
 LX6362  DESIGNATION -  TWO TREE
 LX6362  PID         -  LX6362
 LX6362  STATE/COUNTY-  CT/NEW HAVEN
 LX6362  USGS QUAD   -  
 LX6362
 LX6362                         *CURRENT SURVEY CONTROL
 LX6362  ___________________________________________________________________
 LX6362* NAD 83(1996)-  41 14 32.99452(N)    072 45 38.95795(W)     ADJUSTED  
 LX6362* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX6362  ___________________________________________________________________
 LX6362  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6362  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX6362
 LX6362  HORZ ORDER  -  SECOND
 LX6362
 LX6362.The horizontal coordinates were established by classical geodetic methods
 LX6362.and adjusted by the National Geodetic Survey in August 1998..
 LX6362
 LX6362.The orthometric height was scaled from a topographic map.
 LX6362
 LX6362.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6362
 LX6362.The geoid height was determined by GEOID03.
 LX6362
 LX6362;                    North         East     Units Scale Factor Converg.
 LX6362;SPC CT       -   197,841.069   303,893.477   MT  0.99999598   -0 00 25.8
 LX6362;SPC CT       -   649,083.57    997,023.85   sFT  0.99999598   -0 00 25.8
 LX6362;SPC NY L     -   120,205.441   403,873.882   MT  1.00001831   +0 48 37.9
 LX6362;SPC NY L     -   394,374.02  1,325,042.89   sFT  1.00001831   +0 48 37.9
 LX6362;UTM  18      - 4,568,095.014   687,632.769   MT  1.00003330   +1 28 35.8
 LX6362
 LX6362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6362!SPC CT       -   1.00000415  x   0.99999598  =   1.00000013
 LX6362!SPC NY L     -   1.00000415  x   1.00001831  =   1.00002246
 LX6362!UTM  18      -   1.00000415  x   1.00003330  =   1.00003745
 LX6362
 LX6362:                Primary Azimuth Mark                     Grid Az
 LX6362:SPC CT       -  PRATT GABLE                              032 40 27.5
 LX6362:SPC NY L     -  PRATT GABLE                              031 51 23.8
 LX6362:UTM  18      -  PRATT GABLE                              031 11 25.9
 LX6362
 LX6362|---------------------------------------------------------------------|
 LX6362| PID    Reference Object                     Distance      Geod. Az  |
 LX6362|                                                           dddmmss.s |
 LX6362| LX6247 PRATT GABLE                         APPROX. 2.4 KM 0324001.7 |
 LX6362| LX6357 PRUDDENS ISLAND CHIMNEY             APPROX. 1.1 KM 0602959.3 |
 LX6362| LX6251 BROWNS ISLAND CHIMNEY               APPROX. 4.3 KM 0693026.0 |
 LX6362| LX6347 UNCAS POINT ELEV TANK               APPROX. 4.4 KM 0801824.3 |
 LX6362| LX6346 SACHEM HEAD YACHT CLUB              APPROX. 4.3 KM 0861321.1 |
 LX6362| CZ8044 TWO TREE RM 1                        30.100 METERS 11823     |
 LX6362| CZ8045 TWO TREE RM 2                        25.160 METERS 20044     |
 LX6362| LX6360 BRANFORD REEF LIGHTHOUSE            APPROX. 4.4 KM 2374531.9 |
 LX6362| LX6359 SUMAC ISLAND BOATHOUSE CHIM         APPROX. 4.1 KM 2752447.8 |
 LX6362| LX6358 SUMAC ISLAND CHIMNEY                APPROX. 4.2 KM 2760913.0 |
 LX6362| LX6432 MONTOWESE HOTEL GABLE               APPROX. 4.1 KM 2933404.1 |
 LX6362| LX6433 TRINITY EPIS CHURCH SPIRE           APPROX. 6.0 KM 3163944.3 |
 LX6362| LX6420 GOSS TURRET                         APPROX. 3.0 KM 3300601.9 |
 LX6362|---------------------------------------------------------------------|
 LX6362
 LX6362                          SUPERSEDED SURVEY CONTROL
 LX6362
 LX6362  NAD 83(1992)-  41 14 32.99365(N)    072 45 38.95778(W) AD(       ) 2
 LX6362  NAD 83(1986)-  41 14 32.99553(N)    072 45 38.96064(W) AD(       ) 2
 LX6362  NAD 27      -  41 14 32.64800(N)    072 45 40.61100(W) AD(       ) 2
 LX6362
 LX6362.Superseded values are not recommended for survey control.
 LX6362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6362.See file dsdata.txt to determine how the superseded data were derived.
 LX6362
 LX6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8763368095(NAD 83)
 LX6362_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6362_SETTING: 66 = SET IN ROCK OUTCROP
 LX6362_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6362+STABILITY: POSITION/ELEVATION WELL
 LX6362
 LX6362  HISTORY     - Date     Condition        Report By
 LX6362  HISTORY     - 1933     MONUMENTED       CGS
 LX6362  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6362
 LX6362                          STATION DESCRIPTION
 LX6362
 LX6362'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6362'THE STATION IS LOCATED ON TWO TREE ISLAND WHICH IS THE MOST
 LX6362'SOUTHERLY ISLAND OF THE THIMBLE GROUP.  TWO TREE ISLAND IS ALSO
 LX6362'KNOWN AS OUTER ISLAND.
 LX6362'
 LX6362'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6362'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, AND 12A.
 LX6362'
 LX6362'STATION IS ON THE NW SIDE OF THE ISLAND, ABOUT 15 METERS FROM
 LX6362'THE WATERS EDGE.
 LX6362'
 LX6362'REFERENCE MARK NO.1 AND REFERENCE MARK NO.2 ARE LOCATED E AND S
 LX6362'OF THE STATION, RESPECTIVELY.
 LX6362'
 LX6362'HEIGHT OF LIGHT ABOVE STATION MARK 4.9 METERS.
 LX6362
 LX6362                          STATION RECOVERY (1961)
 LX6362
 LX6362'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6362'STATION RECOVERED IN GOOD CONDITION.  THE DISTANCES WERE CHECKED
 LX6362'AND FOUND TO BE CORRECT.  THE MARKS ARE STAMPED--
 LX6362'
 LX6362'STATION - TWO TREE 1933
 LX6362'
 LX6362'R.M. 1 - TWO TREE NO 1 1933
 LX6362'
 LX6362'R.M. 2 - TWO TREE NO 2 1933
 LX6362'
 LX6362'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND
 LX6362'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6353 ***********************************************************************
 LX6353  DESIGNATION -  TWO TREE ISLAND CHIMNEY
 LX6353  PID         -  LX6353
 LX6353  STATE/COUNTY-  CT/NEW HAVEN
 LX6353  USGS QUAD   -  
 LX6353
 LX6353                         *CURRENT SURVEY CONTROL
 LX6353  ___________________________________________________________________
 LX6353* NAD 83(1996)-  41 14 29.75421(N)    072 45 36.09708(W)     ADJUSTED  
 LX6353* NAVD 88     -                                                        
 LX6353  ___________________________________________________________________
 LX6353  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LX6353  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX6353
 LX6353  HORZ ORDER  -  THIRD
 LX6353
 LX6353.The horizontal coordinates were established by classical geodetic methods
 LX6353.and adjusted by the National Geodetic Survey in August 1998..
 LX6353
 LX6353
 LX6353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6353
 LX6353.The geoid height was determined by GEOID03.
 LX6353
 LX6353;                    North         East     Units Scale Factor Converg.
 LX6353;SPC CT       -   197,741.099   303,960.080   MT  0.99999606   -0 00 23.9
 LX6353;SPC CT       -   648,755.59    997,242.36   sFT  0.99999606   -0 00 23.9
 LX6353;SPC NY L     -   120,106.430   403,941.907   MT  1.00001820   +0 48 39.8
 LX6353;SPC NY L     -   394,049.18  1,325,266.07   sFT  1.00001820   +0 48 39.8
 LX6353;UTM  18      - 4,567,996.798   687,701.942   MT  1.00003362   +1 28 37.6
 LX6353
 LX6353                          SUPERSEDED SURVEY CONTROL
 LX6353
 LX6353  NAD 83(1992)-  41 14 29.75334(N)    072 45 36.09691(W) AD(       ) 4
 LX6353  NAD 83(1986)-  41 14 29.75525(N)    072 45 36.09977(W) AD(       ) 4
 LX6353  NAD 27      -  41 14 29.40700(N)    072 45 37.75000(W) AD(       ) 3
 LX6353
 LX6353.Superseded values are not recommended for survey control.
 LX6353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6353.See file dsdata.txt to determine how the superseded data were derived.
 LX6353
 LX6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8770267997(NAD 83)
 LX6353
 LX6353  HISTORY     - Date     Condition        Report By
 LX6353  HISTORY     - 1933     MONUMENTED       CGS
 LX6353  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6353
 LX6353                          STATION DESCRIPTION
 LX6353
 LX6353'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6353'THIS STATION IS ON THE ONLY HOUSE ON TWO TREE, OR OUTER,
 LX6353'ISLAND.  THE CHIMNEY ON THIS HOUSE IS LARGE AND PROJECTS ONLY A
 LX6353'SHORT DISTANCE ABOVE THE ROOF.
 LX6353'
 LX6353'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6353
 LX6353                          STATION RECOVERY (1961)
 LX6353
 LX6353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6353'STATION COULD NOT BE FOUND.  THERE ARE SEVERAL HOUSES ON THE
 LX6353'ISLAND NOW, BUT NONE FIT THE DESCRIPTION.  IT IS SUGGESTED THIS
 LX6353'STATION BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5077 ***********************************************************************
 LX5077  DESIGNATION -  TYDOL
 LX5077  PID         -  LX5077
 LX5077  STATE/COUNTY-  CT/NEW LONDON
 LX5077  USGS QUAD   -  UNCASVILLE (1984)
 LX5077
 LX5077                         *CURRENT SURVEY CONTROL
 LX5077  ___________________________________________________________________
 LX5077* NAD 83(1996)-  41 24 04.14508(N)    072 05 54.16532(W)     ADJUSTED  
 LX5077* NAVD 88     -         2.     (meters)       7.     (feet)  VERTCON   
 LX5077  ___________________________________________________________________
 LX5077  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 LX5077  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX5077
 LX5077  HORZ ORDER  -  SECOND
 LX5077
 LX5077.The horizontal coordinates were established by classical geodetic methods
 LX5077.and adjusted by the National Geodetic Survey in August 1998..
 LX5077
 LX5077.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5077
 LX5077.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5077
 LX5077.The geoid height was determined by GEOID03.
 LX5077
 LX5077;                    North         East     Units Scale Factor Converg.
 LX5077;SPC CT       -   215,666.307   359,289.807   MT  0.99998580   +0 25 55.4
 LX5077;SPC CT       -   707,565.21  1,178,769.98   sFT  0.99998580   +0 25 55.4
 LX5077;UTM  18      - 4,587,353.907   742,558.375   MT  1.00032412   +1 55 11.5
 LX5077
 LX5077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5077!SPC CT       -   1.00000451  x   0.99998580  =   0.99999031
 LX5077!UTM  18      -   1.00000451  x   1.00032412  =   1.00032863
 LX5077
 LX5077:                Primary Azimuth Mark                     Grid Az
 LX5077:SPC CT       -  GILSON                                   000 49 43.0
 LX5077:UTM  18      -  GILSON                                   359 20 26.9
 LX5077
 LX5077|---------------------------------------------------------------------|
 LX5077| PID    Reference Object                     Distance      Geod. Az  |
 LX5077|                                                           dddmmss.s |
 LX5077| LX5079 GILSON                              APPROX. 0.7 KM 0011538.4 |
 LX5077| LX5081 SCOTCH CAP LIGHT 1                  APPROX. 0.5 KM 0092131.4 |
 LX5077| CZ8047 TYDOL RM 2                           10.580 METERS 00935     |
 LX5077| LX5088 COW POINT LIGHT 4                   APPROX. 1.1 KM 0240432.3 |
 LX5077| LX5089 LONG                                APPROX. 1.0 KM 0292734.1 |
 LX5077| LX5080 SCOTCH CAP LIGHT 1                   71.121 METERS 13310     |
 LX5077| LX5140 BAILEY POINT LIGHT 2                APPROX. 2.7 KM 1610939.1 |
 LX5077| CZ8046 TYDOL RM 1                           17.620 METERS 28713     |
 LX5077|---------------------------------------------------------------------|
 LX5077
 LX5077                          SUPERSEDED SURVEY CONTROL
 LX5077
 LX5077  NAD 83(1992)-  41 24 04.14402(N)    072 05 54.16457(W) AD(       ) 2
 LX5077  NAD 83(1986)-  41 24 04.14486(N)    072 05 54.16842(W) AD(       ) 2
 LX5077  NAD 27      -  41 24 03.79500(N)    072 05 55.89100(W) AD(       ) 2
 LX5077  NGVD 29 (07/19/86)    2.     (m)            7.     (f) VERT ANG       
 LX5077
 LX5077.Superseded values are not recommended for survey control.
 LX5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5077.See file dsdata.txt to determine how the superseded data were derived.
 LX5077
 LX5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4255887354(NAD 83)
 LX5077_MARKER: DS = TRIANGULATION STATION DISK
 LX5077_SETTING: 66 = SET IN ROCK OUTCROP
 LX5077_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 LX5077_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5077+STABILITY: POSITION/ELEVATION WELL
 LX5077
 LX5077  HISTORY     - Date     Condition        Report By
 LX5077  HISTORY     - 1934     MONUMENTED       USE
 LX5077  HISTORY     - 1960     GOOD             CGS
 LX5077  HISTORY     - 1976     GOOD             CTGS
 LX5077  HISTORY     - 1984     GOOD             USPSQD
 LX5077  HISTORY     - 1989     GOOD             USPSQD
 LX5077
 LX5077                          STATION DESCRIPTION
 LX5077
 LX5077'DESCRIBED BY US ENGINEERS 1934 (GCM)
 LX5077'THE STATION IS LOCATED ON THE W SIDE OF THE THAMES RIVER 1/8
 LX5077'MILE N OF SMITH COVE ON A PROMINENT LEDGE POINT.  IT IS MARKED
 LX5077'BY A STANDARD DISK SET IN A DRILL HOLE IN THE LEDGE 10.5 METERS
 LX5077'W OF HIGH WATER MARK AND 1 METER ABOVE HIGH WATER LEVEL.  THE
 LX5077'POINT IS USED FOR AN UNLOADING DOCK BY THE TYDE WATER OIL
 LX5077'COMPANY.
 LX5077'
 LX5077'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISKS SET IN DRILL
 LX5077'HOLES IN LEDGES W AND S OF THE STATION RESPECTIVELY.
 LX5077'
 LX5077'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5077
 LX5077                          STATION RECOVERY (1960)
 LX5077
 LX5077'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5077'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LX5077'CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 LX5077
 LX5077                          STATION RECOVERY (1976)
 LX5077
 LX5077'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1976
 LX5077'TO REACH THE STATION FROM MONTVILLE AT THE INTERSECTION OF
 LX5077'CONN. ROUTE 163 (OAKDALE ROAD) AND CONN. ROUTE 32 (NEW LONDON
 LX5077'TURNPIKE), GO SOUTHERLY ON CONN. ROUTE 32 FOR 2.4 MILES TO
 LX5077'SCOTCHCAP ROAD ON THE LEFT.  PROCEED EASTERLY ON SCOTCHCAP
 LX5077'ROAD FOR 0.36 MILE TO THE END OF THE ROAD AND THE ENTRANCE TO
 LX5077'THE DOCKS.
 LX5077'
 LX5077'THE STATION IS 135 FEET EAST OF A WOODEN BOARDWALK LEADING TO
 LX5077'THE DOCKS, 30.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN
 LX5077'ABANDONED 1 STORY BRICK PUMP HOUSE, AND 9.0 FEET NORTH OF THE
 LX5077'NORTH EDGE OF A WOODEN BOARDWALK.
 LX5077'
 LX5077'RM 1--NORTHWEST OF STATION--A U.S. COAST AND GEOD. SURVEY
 LX5077'DISK, STAMPED USE TYDOL NO.1 1934, SET IN THE TOP OF A 8 FOOT
 LX5077'BY 4 FOOT PIECE OF LEDGE OUTCROP ON THE NORTHERN SIDE OF A
 LX5077'WOODEN BOARDWALK.  IT IS 77.0 FEET EAST OF THE WESTERN END OF A
 LX5077'WOODEN BOARDWALK LEADING TO THE DOCKS, 19.6 FEET SOUTHEAST OF
 LX5077'THE SOUTHEAST CORNER OF AN ABANDONED 1 STORY ALUMINUM BUILDING,
 LX5077'AND 7.0 FEET NORTH OF THE NORTHERN EDGE OF THE WOODEN
 LX5077'BOARDWALK.
 LX5077'
 LX5077'RM 2--NORTH OF STATION--A U.S. COAST AND GEOD. SURVEY DISK,
 LX5077'STAMPED USE TYDOL NO.2 1934, SET IN THE TOP OF A LEDGE
 LX5077'OUTCROP.  IT IS 43 FT. NORTH OF THE NORTHERN EDGE OF A WOODEN
 LX5077'BOARDWALK, 38.2 FEET SOUTHEAST OF THE NORTHEAST CORNER OF AN
 LX5077'ABANDONED 1 STORY ALUMINUM BUILDING, AND 36.9 FEET WEST OF THE
 LX5077'NORTHWEST CORNER OF A 1 STORY BRICK PUMP HOUSE.
 LX5077
 LX5077                          STATION RECOVERY (1984)
 LX5077
 LX5077'RECOVERY NOTE BY US POWER SQUADRON 1984 (FLB)
 LX5077'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED AND IN GOOD
 LX5077'CONDITION.
 LX5077
 LX5077                          STATION RECOVERY (1989)
 LX5077
 LX5077'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6034 ***********************************************************************
 LX6034  DESIGNATION -  TYLERS CUPOLA
 LX6034  PID         -  LX6034
 LX6034  STATE/COUNTY-  CT/MIDDLESEX
 LX6034  USGS QUAD   -  DEEP RIVER (1971)
 LX6034
 LX6034                         *CURRENT SURVEY CONTROL
 LX6034  ___________________________________________________________________
 LX6034* NAD 83(1996)-  41 26 59.64626(N)    072 28 35.32413(W)     ADJUSTED  
 LX6034* NAVD 88     -                                                        
 LX6034  ___________________________________________________________________
 LX6034  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LX6034  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX6034
 LX6034  HORZ ORDER  -  THIRD
 LX6034
 LX6034.The horizontal coordinates were established by classical geodetic methods
 LX6034.and adjusted by the National Geodetic Survey in August 1998..
 LX6034
 LX6034
 LX6034.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6034
 LX6034.The geoid height was determined by GEOID03.
 LX6034
 LX6034;                    North         East     Units Scale Factor Converg.
 LX6034;SPC CT       -   220,911.263   327,655.764   MT  0.99998420   +0 10 52.9
 LX6034;SPC CT       -   724,773.04  1,074,983.95   sFT  0.99998420   +0 10 52.9
 LX6034;UTM  18      - 4,591,776.290   710,790.848   MT  1.00014684   +1 40 15.9
 LX6034
 LX6034                          SUPERSEDED SURVEY CONTROL
 LX6034
 LX6034  NAD 83(1992)-  41 26 59.64546(N)    072 28 35.32392(W) AD(       ) 4
 LX6034  NAD 83(1986)-  41 26 59.64729(N)    072 28 35.32649(W) AD(       ) 4
 LX6034  NAD 27      -  41 26 59.28600(N)    072 28 37.02800(W) AD(       ) 3
 LX6034
 LX6034.Superseded values are not recommended for survey control.
 LX6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6034.See file dsdata.txt to determine how the superseded data were derived.
 LX6034
 LX6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1079191776(NAD 83)
 LX6034
 LX6034  HISTORY     - Date     Condition        Report By
 LX6034  HISTORY     - 1934     MONUMENTED       CGS
 LX6034  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6034  HISTORY     - 1984     GOOD             USPSQD
 LX6034  HISTORY     - 19900505 GOOD             USPSQD
 LX6034
 LX6034                          STATION DESCRIPTION
 LX6034
 LX6034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6034'THE RESIDENCE OF JUDGE R.V. TYLER IS ON THE E SIDE OF ROUTE 9
 LX6034'ABOUT .15 MILE ABOVE THE JUNCTION WITH ROUTE 80.  THE HOUSE IS A
 LX6034'SQUARE TWO-STORY FRAME BUILDING WITH TWO SUCCESSIVELY LOWER
 LX6034'AND NARROWER WINGS ATTACHED TO THE EASTERLY SIDE.  THERE IS A
 LX6034'BROAD VERANDA ON THE THREE SIDES OF THE MAIN HOUSE.  THE ENTIRE
 LX6034'HOUSE IS PAINTED WHITE.
 LX6034'
 LX6034'THE ROOF IS ALMOST FLAT WITH AN ORNAMENTAL CUPOLA IN THE
 LX6034'MIDDLE.  THERE ARE THREE GLAZED WINDOWS IN EACH SIDE OF THE CUPOLA,
 LX6034'AND A LOW WOODEN RAILING AROUND THE TOP.  ONE WHITE CHIMNEY IS S
 LX6034'OF THE CUPOLA AND ONE E.
 LX6034'
 LX6034'CENTER IS THE CENTER LINE OF THE CUPOLA.
 LX6034'
 LX6034'IT IS ABOUT 58 METERS E OF THE CENTER LINE OF THE HIGHWAY.
 LX6034
 LX6034                          STATION RECOVERY (1948)
 LX6034
 LX6034'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6034'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6034
 LX6034                          STATION RECOVERY (1984)
 LX6034
 LX6034'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6034'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE EXCEPT
 LX6034'THE HOUSE IS .15 MILES N. OF THE JUNCTION OF RTES 9A AND 82.
 LX6034
 LX6034                          STATION RECOVERY (1990)
 LX6034
 LX6034'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6045 ***********************************************************************
 LX6045  DESIGNATION -  TYLERS GABLE
 LX6045  PID         -  LX6045
 LX6045  STATE/COUNTY-  CT/MIDDLESEX
 LX6045  USGS QUAD   -  DEEP RIVER (1971)
 LX6045
 LX6045                         *CURRENT SURVEY CONTROL
 LX6045  ___________________________________________________________________
 LX6045* NAD 83(1996)-  41 27 04.57846(N)    072 28 07.75645(W)     ADJUSTED  
 LX6045* NAVD 88     -                                                        
 LX6045  ___________________________________________________________________
 LX6045  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LX6045  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6045
 LX6045  HORZ ORDER  -  THIRD
 LX6045
 LX6045.The horizontal coordinates were established by classical geodetic methods
 LX6045.and adjusted by the National Geodetic Survey in August 1998..
 LX6045
 LX6045
 LX6045.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6045
 LX6045.The geoid height was determined by GEOID03.
 LX6045
 LX6045;                    North         East     Units Scale Factor Converg.
 LX6045;SPC CT       -   221,065.476   328,295.136   MT  0.99998417   +0 11 11.2
 LX6045;SPC CT       -   725,278.98  1,077,081.63   sFT  0.99998417   +0 11 11.2
 LX6045;UTM  18      - 4,591,947.101   711,426.099   MT  1.00015014   +1 40 34.4
 LX6045
 LX6045                          SUPERSEDED SURVEY CONTROL
 LX6045
 LX6045  NAD 83(1992)-  41 27 04.57767(N)    072 28 07.75622(W) AD(       ) 4
 LX6045  NAD 83(1986)-  41 27 04.57947(N)    072 28 07.75883(W) AD(       ) 4
 LX6045  NAD 27      -  41 27 04.22000(N)    072 28 09.46000(W) AD(       ) 3
 LX6045
 LX6045.Superseded values are not recommended for survey control.
 LX6045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6045.See file dsdata.txt to determine how the superseded data were derived.
 LX6045
 LX6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1142691947(NAD 83)
 LX6045
 LX6045  HISTORY     - Date     Condition        Report By
 LX6045  HISTORY     - 1934     MONUMENTED       CGS
 LX6045  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6045
 LX6045                          STATION DESCRIPTION
 LX6045
 LX6045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6045'THIS HOUSE STANDS ON THE FIRST HILLOCK NW OF THE EAST HADDAM
 LX6045'RAILROAD STATION.  IT IS THE PROPERTY OF JENNIE TYLER.  IT IS
 LX6045'TWO-STORIES HIGH, PAINTED WHITE WITH GREEN SHUTTERS.
 LX6045'
 LX6045'THE HOUSE HAS FOUR GABLES.  ONE PAIR FACE N AND S.  ONE PAIR
 LX6045'E AND W.  TWO WHITE CHIMNEYS SHOW--ONE AT THE INTERSECTION OF
 LX6045'THE RIDGEPOLES AND ONE NEAR THE N GABLE.  A BROAD PORCH SURROUNDS
 LX6045'THE S WING ON THREE SIDES.
 LX6045'
 LX6045'CENTER IS THE APEX OF THE E GABLE.
 LX6045
 LX6045                          STATION RECOVERY (1948)
 LX6045
 LX6045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6045'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0783 ***********************************************************************
 LX0783  DESIGNATION -  U 1
 LX0783  PID         -  LX0783
 LX0783  STATE/COUNTY-  CT/FAIRFIELD
 LX0783  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0783
 LX0783                         *CURRENT SURVEY CONTROL
 LX0783  ___________________________________________________________________
 LX0783* NAD 83(1986)-  41 05 34.     (N)    073 25 27.     (W)     SCALED    
 LX0783* NAVD 88     -        11.321  (meters)      37.14   (feet)  ADJUSTED  
 LX0783  ___________________________________________________________________
 LX0783  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0783  DYNAMIC HT  -          11.317 (meters)      37.13  (feet)  COMP
 LX0783  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 LX0783
 LX0783  VERT ORDER  -  FIRST     CLASS II
 LX0783
 LX0783.The horizontal coordinates were scaled from a topographic map and have
 LX0783.an estimated accuracy of +/- 6 seconds.
 LX0783
 LX0783.The orthometric height was determined by differential leveling
 LX0783.and adjusted by the National Geodetic Survey in June 1991..
 LX0783
 LX0783.The geoid height was determined by GEOID03.
 LX0783
 LX0783.The dynamic height is computed by dividing the NAVD 88
 LX0783.geopotential number by the normal gravity value computed on the
 LX0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0783.degrees latitude (g = 980.6199 gals.).
 LX0783
 LX0783.The modeled gravity was interpolated from observed gravity values.
 LX0783
 LX0783;                    North         East    Units  Estimated Accuracy
 LX0783;SPC CT       -   181,430.      248,160.      MT  (+/- 180 meters Scaled)
 LX0783
 LX0783                          SUPERSEDED SURVEY CONTROL
 LX0783
 LX0783  NGVD 29 (??/??/92)   11.656  (m)           38.24   (f) ADJ UNCH    1 2
 LX0783
 LX0783.Superseded values are not recommended for survey control.
 LX0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0783.See file dsdata.txt to determine how the superseded data were derived.
 LX0783
 LX0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL323502(NAD 83)
 LX0783_MARKER: DB = BENCH MARK DISK
 LX0783_SETTING: 66 = SET IN ROCK OUTCROP
 LX0783_SP_SET: ROCK LEDGE
 LX0783_STAMPING: U 1 ELEV 38.241 FT 1922
 LX0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0783+STABILITY: POSITION/ELEVATION WELL
 LX0783
 LX0783  HISTORY     - Date     Condition        Report By
 LX0783  HISTORY     - 1922     MONUMENTED       CGS
 LX0783  HISTORY     - 1965     GOOD             NGS
 LX0783  HISTORY     - 1983     GOOD             NGS
 LX0783  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0783
 LX0783                          STATION DESCRIPTION
 LX0783
 LX0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0783'AT SOUTH NORWALK.
 LX0783'AT SOUTH NORWALK, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0783'AND HARTFORD RAILROAD, ABOUT 1/4 MILE WEST OF THE STATION, ABOUT
 LX0783'100 FEET EAST OF BRIDGE 28.84 AT LOWE STREET, 59 FEET WEST OF
 LX0783'POWER-LINE TOWER 516, 7.5 FEET SOUTH OF THE SOUTH RAIL, IN A ROCK
 LX0783'LEDGE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED ELEV
 LX0783'38.241 FT U 1.
 LX0783
 LX0783                          STATION RECOVERY (1983)
 LX0783
 LX0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0783'RECOVERED IN GOOD CONDITION.
 LX0783
 LX0783                          STATION RECOVERY (1985)
 LX0783
 LX0783'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0783'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1081 ***********************************************************************
 LW1081  DESIGNATION -  U 10
 LW1081  PID         -  LW1081
 LW1081  STATE/COUNTY-  CT/WINDHAM
 LW1081  USGS QUAD   -  PLAINFIELD (1983)
 LW1081
 LW1081                         *CURRENT SURVEY CONTROL
 LW1081  ___________________________________________________________________
 LW1081* NAD 83(1986)-  41 43 17.     (N)    071 54 28.     (W)     SCALED    
 LW1081* NAVD 88     -        55.962  (meters)     183.60   (feet)  ADJUSTED  
 LW1081  ___________________________________________________________________
 LW1081  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LW1081  DYNAMIC HT  -          55.943 (meters)     183.54  (feet)  COMP
 LW1081  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 LW1081
 LW1081  VERT ORDER  -  SECOND    CLASS 0
 LW1081
 LW1081.The horizontal coordinates were scaled from a topographic map and have
 LW1081.an estimated accuracy of +/- 6 seconds.
 LW1081
 LW1081.The orthometric height was determined by differential leveling
 LW1081.and adjusted by the National Geodetic Survey in June 1991..
 LW1081
 LW1081.The geoid height was determined by GEOID03.
 LW1081
 LW1081.The dynamic height is computed by dividing the NAVD 88
 LW1081.geopotential number by the normal gravity value computed on the
 LW1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1081.degrees latitude (g = 980.6199 gals.).
 LW1081
 LW1081.The modeled gravity was interpolated from observed gravity values.
 LW1081
 LW1081;                    North         East    Units  Estimated Accuracy
 LW1081;SPC CT       -   251,370.      374,880.      MT  (+/- 180 meters Scaled)
 LW1081
 LW1081                          SUPERSEDED SURVEY CONTROL
 LW1081
 LW1081  NGVD 29 (??/??/92)   56.224  (m)          184.46   (f) ADJ UNCH    2 0
 LW1081
 LW1081.Superseded values are not recommended for survey control.
 LW1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1081.See file dsdata.txt to determine how the superseded data were derived.
 LW1081
 LW1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG581229(NAD 83)
 LW1081_MARKER: DB = BENCH MARK DISK
 LW1081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW1081_SP_SET: BRIDGE WALL
 LW1081_STAMPING: U 10 1935
 LW1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1081
 LW1081  HISTORY     - Date     Condition        Report By
 LW1081  HISTORY     - 1935     MONUMENTED       CGS
 LW1081  HISTORY     - 1936     GOOD             NGS
 LW1081  HISTORY     - 1984     MARK NOT FOUND   NGS
 LW1081  HISTORY     - 1988     GOOD             USPSQD
 LW1081  HISTORY     - 19900503 GOOD             USPSQD
 LW1081
 LW1081                          STATION DESCRIPTION
 LW1081
 LW1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1081'AT CENTRAL VILLAGE.
 LW1081'AT CENTRAL VILLAGE, WINDHAM COUNTY, 800 FEET SOUTH OF THE NEW
 LW1081'YORK NEW HAVEN AND HARTFORD RAILROAD STATION, 220 FEET SOUTH OF
 LW1081'MILEPOST W 40-G 31, AT 90-FOOT GIRDER BRIDGE 31.01, IN THE TOP
 LW1081'OF THE EAST END OF THE NORTH BACK WALL, 8 FEET EAST OF THE
 LW1081'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LW1081
 LW1081                          STATION RECOVERY (1936)
 LW1081
 LW1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1081'RECOVERED IN GOOD CONDITION.
 LW1081
 LW1081                          STATION RECOVERY (1984)
 LW1081
 LW1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1081'NOT RECOVERED, CONSIDER DESTROYED, THE LOCATION WAS FOUND ONLY A DRILL
 LW1081'HOLE REMAINED.
 LW1081
 LW1081                          STATION RECOVERY (1988)
 LW1081
 LW1081'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1081'RECOVERED IN GOOD CONDITION.
 LW1081
 LW1081                          STATION RECOVERY (1990)
 LW1081
 LW1081'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0963 ***********************************************************************
 LX0963  DESIGNATION -  U 11
 LX0963  PID         -  LX0963
 LX0963  STATE/COUNTY-  CT/NEW HAVEN
 LX0963  USGS QUAD   -  SOUTHBURY (1984)
 LX0963
 LX0963                         *CURRENT SURVEY CONTROL
 LX0963  ___________________________________________________________________
 LX0963* NAD 83(1986)-  41 27 29.     (N)    073 14 04.     (W)     SCALED    
 LX0963* NAVD 88     -        77.124  (meters)     253.03   (feet)  ADJUSTED  
 LX0963  ___________________________________________________________________
 LX0963  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX0963  DYNAMIC HT  -          77.099 (meters)     252.95  (feet)  COMP
 LX0963  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 LX0963
 LX0963  VERT ORDER  -  SECOND    CLASS 0
 LX0963
 LX0963.The horizontal coordinates were scaled from a topographic map and have
 LX0963.an estimated accuracy of +/- 6 seconds.
 LX0963
 LX0963.The orthometric height was determined by differential leveling
 LX0963.and adjusted by the National Geodetic Survey in June 1991..
 LX0963
 LX0963.The geoid height was determined by GEOID03.
 LX0963
 LX0963.The dynamic height is computed by dividing the NAVD 88
 LX0963.geopotential number by the normal gravity value computed on the
 LX0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0963.degrees latitude (g = 980.6199 gals.).
 LX0963
 LX0963.The modeled gravity was interpolated from observed gravity values.
 LX0963
 LX0963;                    North         East    Units  Estimated Accuracy
 LX0963;SPC CT       -   221,890.      264,330.      MT  (+/- 180 meters Scaled)
 LX0963
 LX0963                          SUPERSEDED SURVEY CONTROL
 LX0963
 LX0963  NGVD 29 (??/??/92)   77.409  (m)          253.97   (f) ADJ UNCH    2 0
 LX0963
 LX0963.Superseded values are not recommended for survey control.
 LX0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0963.See file dsdata.txt to determine how the superseded data were derived.
 LX0963
 LX0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL474911(NAD 83)
 LX0963_MARKER: DB = BENCH MARK DISK
 LX0963_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0963_SP_SET: WALL
 LX0963_STAMPING: U 11 1935
 LX0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0963
 LX0963  HISTORY     - Date     Condition        Report By
 LX0963  HISTORY     - 1935     MONUMENTED       CGS
 LX0963  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0963
 LX0963                          STATION DESCRIPTION
 LX0963
 LX0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0963'2.3 MI SW FROM SOUTHBURY.
 LX0963'2.3 MILES SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0963'RAILROAD FROM THE STATION AT SOUTHBURY, NEW HAVEN COUNTY, AT
 LX0963'25-FOOT GIRDER HIGHWAY UNDERPASS 78.90, IN THE TOP OF THE SOUTH
 LX0963'END OF THE EAST BACK WALL, 3 FEET SOUTH OF THE SOUTH RAIL, AND
 LX0963'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0963'U 11 1935.
 LX0963
 LX0963                          STATION RECOVERY (1983)
 LX0963
 LX0963'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0963'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0046 ***********************************************************************
 LX0046  DESIGNATION -  U 12
 LX0046  PID         -  LX0046
 LX0046  STATE/COUNTY-  CT/TOLLAND
 LX0046  USGS QUAD   -  COVENTRY (1983)
 LX0046
 LX0046                         *CURRENT SURVEY CONTROL
 LX0046  ___________________________________________________________________
 LX0046* NAD 83(1986)-  41 45 49.     (N)    072 16 13.     (W)     SCALED    
 LX0046* NAVD 88     -        78.388  (meters)     257.18   (feet)  ADJUSTED  
 LX0046  ___________________________________________________________________
 LX0046  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX0046  DYNAMIC HT  -          78.361 (meters)     257.09  (feet)  COMP
 LX0046  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LX0046
 LX0046  VERT ORDER  -  SECOND    CLASS 0
 LX0046
 LX0046.The horizontal coordinates were scaled from a topographic map and have
 LX0046.an estimated accuracy of +/- 6 seconds.
 LX0046
 LX0046.The orthometric height was determined by differential leveling
 LX0046.and adjusted by the National Geodetic Survey in June 1991..
 LX0046
 LX0046.The geoid height was determined by GEOID03.
 LX0046
 LX0046.The dynamic height is computed by dividing the NAVD 88
 LX0046.geopotential number by the normal gravity value computed on the
 LX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0046.degrees latitude (g = 980.6199 gals.).
 LX0046
 LX0046.The modeled gravity was interpolated from observed gravity values.
 LX0046
 LX0046;                    North         East    Units  Estimated Accuracy
 LX0046;SPC CT       -   255,830.      344,690.      MT  (+/- 180 meters Scaled)
 LX0046
 LX0046                          SUPERSEDED SURVEY CONTROL
 LX0046
 LX0046  NGVD 29 (??/??/92)   78.647  (m)          258.03   (f) ADJ UNCH    2 0
 LX0046
 LX0046.Superseded values are not recommended for survey control.
 LX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0046.See file dsdata.txt to determine how the superseded data were derived.
 LX0046
 LX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM269271(NAD 83)
 LX0046_MARKER: DB = BENCH MARK DISK
 LX0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0046_SP_SET: BRIDGE SEAT
 LX0046_STAMPING: U 12 1935
 LX0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0046
 LX0046  HISTORY     - Date     Condition        Report By
 LX0046  HISTORY     - 1935     MONUMENTED       CGS
 LX0046
 LX0046                          STATION DESCRIPTION
 LX0046
 LX0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0046'AT SOUTH COVENTRY.
 LX0046'AT SOUTH COVENTRY, TOLLAND COUNTY, ABOUT 400 FEET NORTH OF THE
 LX0046'CENTRAL VERMONT RAILWAY STATION, ABOUT 810 FEET SOUTH OF MILEPOST
 LX0046'35, AT 70-FOOT GIRDER BRIDGE 37 OVER A STREAM, IN THE NORTH
 LX0046'BRIDGE SEAT, 10 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 LX0046'ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LX0046'STAMPED U 12 1935.  NOTE-- THE BRIDGE SEAT WAS RENEWED IN THE
 LX0046'PAST BY RAILROAD FORCES.  THE BRASS PLATE WAS REMOVED AND THEN
 LX0046'REPLACED ON TOP OF NEW CONCRETE.  THE ACCURATE ELEVATION IS NOW
 LX0046'UNKNOWN.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0742 ***********************************************************************
 LX0742  DESIGNATION -  U 13
 LX0742  PID         -  LX0742
 LX0742  STATE/COUNTY-  CT/NEW HAVEN
 LX0742  USGS QUAD   -  WATERBURY (1984)
 LX0742
 LX0742                         *CURRENT SURVEY CONTROL
 LX0742  ___________________________________________________________________
 LX0742* NAD 83(1986)-  41 35 39.     (N)    073 03 25.     (W)     SCALED    
 LX0742* NAVD 88     -        88.163  (meters)     289.25   (feet)  ADJUSTED  
 LX0742  ___________________________________________________________________
 LX0742  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0742  DYNAMIC HT  -          88.135 (meters)     289.16  (feet)  COMP
 LX0742  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 LX0742
 LX0742  VERT ORDER  -  SECOND    CLASS 0
 LX0742
 LX0742.The horizontal coordinates were scaled from a topographic map and have
 LX0742.an estimated accuracy of +/- 6 seconds.
 LX0742
 LX0742.The orthometric height was determined by differential leveling
 LX0742.and adjusted by the National Geodetic Survey in June 1991..
 LX0742
 LX0742.The geoid height was determined by GEOID03.
 LX0742
 LX0742.The dynamic height is computed by dividing the NAVD 88
 LX0742.geopotential number by the normal gravity value computed on the
 LX0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0742.degrees latitude (g = 980.6199 gals.).
 LX0742
 LX0742.The modeled gravity was interpolated from observed gravity values.
 LX0742
 LX0742;                    North         East    Units  Estimated Accuracy
 LX0742;SPC CT       -   236,940.      279,210.      MT  (+/- 180 meters Scaled)
 LX0742
 LX0742                          SUPERSEDED SURVEY CONTROL
 LX0742
 LX0742  NGVD 29 (??/??/92)   88.45   (m)          290.2    (f) COMPUTED    2 0
 LX0742
 LX0742.Superseded values are not recommended for survey control.
 LX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0742.See file dsdata.txt to determine how the superseded data were derived.
 LX0742
 LX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM619065(NAD 83)
 LX0742_MARKER: DB = BENCH MARK DISK
 LX0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0742_SP_SET: SIGNAL TOWER BASE
 LX0742_STAMPING: U 13 1935
 LX0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0742
 LX0742  HISTORY     - Date     Condition        Report By
 LX0742  HISTORY     - 1935     MONUMENTED       CGS
 LX0742  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0742
 LX0742                          STATION DESCRIPTION
 LX0742
 LX0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0742'AT WATERVILLE.
 LX0742'AT WATERVILLE, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0742'AND HARTFORD RAILROAD, 35 FEET SOUTH OF THE CENTER OF THE EAST
 LX0742'ENTRANCE TO THE CHASE METAL WORKS, IN THE TOP OF THE SOUTHEAST
 LX0742'CORNER OF THE BASE OF A SIGNAL TOWER, 30 FEET NORTH OF POLE
 LX0742'29-35, 4.5 FEET EAST OF THE WEST RAIL, AND ABOUT 1/2 FOOT LOWER
 LX0742'THAN THE TRACK.
 LX0742
 LX0742                          STATION RECOVERY (1985)
 LX0742
 LX0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0742'NOT RECOVERED, DESCRIPTION INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0589 ***********************************************************************
 LX0589  DESIGNATION -  U 14
 LX0589  PID         -  LX0589
 LX0589  STATE/COUNTY-  CT/MIDDLESEX
 LX0589  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0589
 LX0589                         *CURRENT SURVEY CONTROL
 LX0589  ___________________________________________________________________
 LX0589* NAD 83(1986)-  41 34 29.     (N)    072 30 09.     (W)     SCALED    
 LX0589* NAVD 88     -       125.593  (meters)     412.05   (feet)  ADJUSTED  
 LX0589  ___________________________________________________________________
 LX0589  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX0589  DYNAMIC HT  -         125.549 (meters)     411.91  (feet)  COMP
 LX0589  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LX0589
 LX0589  VERT ORDER  -  SECOND    CLASS 0
 LX0589
 LX0589.The horizontal coordinates were scaled from a topographic map and have
 LX0589.an estimated accuracy of +/- 6 seconds.
 LX0589
 LX0589.The orthometric height was determined by differential leveling
 LX0589.and adjusted by the National Geodetic Survey in June 1991..
 LX0589
 LX0589.The geoid height was determined by GEOID03.
 LX0589
 LX0589.The dynamic height is computed by dividing the NAVD 88
 LX0589.geopotential number by the normal gravity value computed on the
 LX0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0589.degrees latitude (g = 980.6199 gals.).
 LX0589
 LX0589.The modeled gravity was interpolated from observed gravity values.
 LX0589
 LX0589;                    North         East    Units  Estimated Accuracy
 LX0589;SPC CT       -   234,770.      325,440.      MT  (+/- 180 meters Scaled)
 LX0589
 LX0589                          SUPERSEDED SURVEY CONTROL
 LX0589
 LX0589  NGVD 29 (??/??/92)  125.877  (m)          412.98   (f) ADJ UNCH    2 0
 LX0589
 LX0589.Superseded values are not recommended for survey control.
 LX0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0589.See file dsdata.txt to determine how the superseded data were derived.
 LX0589
 LX0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM082055(NAD 83)
 LX0589_MARKER: DB = BENCH MARK DISK
 LX0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0589_SP_SET: BRIDGE BACK WALL
 LX0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0589
 LX0589  HISTORY     - Date     Condition        Report By
 LX0589  HISTORY     - UNK      MONUMENTED       CGS
 LX0589  HISTORY     - 1935     GOOD             NGS
 LX0589  HISTORY     - 1952     GOOD             NGS
 LX0589  HISTORY     - 1972     GOOD             CTGS
 LX0589  HISTORY     - 1986     MARK NOT FOUND   NGS
 LX0589
 LX0589                          STATION DESCRIPTION
 LX0589
 LX0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0589'AT EAST HAMPTON.
 LX0589'AT EAST HAMPTON, MIDDLESEX COUNTY, ABOUT 400 FEET EAST OF THE
 LX0589'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, 20 FEET
 LX0589'NORTH OF POLE 10635, AT BRIDGE 33.09 OVER MAIN STREET, IN THE
 LX0589'TOP OF THE NORTH END OF THE WEST BACK WALL, 8 FEET NORTH OF THE
 LX0589'CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TOP
 LX0589'OF RAIL.
 LX0589
 LX0589                          STATION RECOVERY (1952)
 LX0589
 LX0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LX0589'RECOVERED IN GOOD CONDITION.
 LX0589
 LX0589                          STATION RECOVERY (1972)
 LX0589
 LX0589'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0589'RECOVERED IN GOOD CONDITION.
 LX0589
 LX0589                          STATION RECOVERY (1986)
 LX0589
 LX0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0589'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 LX0589'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0674 ***********************************************************************
 LX0674  DESIGNATION -  U 15
 LX0674  PID         -  LX0674
 LX0674  STATE/COUNTY-  CT/LITCHFIELD
 LX0674  USGS QUAD   -  NEW MILFORD (1984)
 LX0674
 LX0674                         *CURRENT SURVEY CONTROL
 LX0674  ___________________________________________________________________
 LX0674* NAD 83(1986)-  41 35 36.     (N)    073 26 57.     (W)     SCALED    
 LX0674* NAVD 88     -        68.117  (meters)     223.48   (feet)  ADJUSTED  
 LX0674  ___________________________________________________________________
 LX0674  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX0674  DYNAMIC HT  -          68.094 (meters)     223.41  (feet)  COMP
 LX0674  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LX0674
 LX0674  VERT ORDER  -  FIRST     CLASS II
 LX0674
 LX0674.The horizontal coordinates were scaled from a topographic map and have
 LX0674.an estimated accuracy of +/- 6 seconds.
 LX0674
 LX0674.The orthometric height was determined by differential leveling
 LX0674.and adjusted by the National Geodetic Survey in June 1991..
 LX0674
 LX0674.The geoid height was determined by GEOID03.
 LX0674
 LX0674.The dynamic height is computed by dividing the NAVD 88
 LX0674.geopotential number by the normal gravity value computed on the
 LX0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0674.degrees latitude (g = 980.6199 gals.).
 LX0674
 LX0674.The modeled gravity was interpolated from observed gravity values.
 LX0674
 LX0674;                    North         East    Units  Estimated Accuracy
 LX0674;SPC CT       -   237,040.      246,510.      MT  (+/- 180 meters Scaled)
 LX0674
 LX0674                          SUPERSEDED SURVEY CONTROL
 LX0674
 LX0674  NGVD 29 (??/??/92)   68.391  (m)          224.38   (f) ADJ UNCH    1 2
 LX0674
 LX0674.Superseded values are not recommended for survey control.
 LX0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0674.See file dsdata.txt to determine how the superseded data were derived.
 LX0674
 LX0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM292057(NAD 83)
 LX0674_MARKER: DB = BENCH MARK DISK
 LX0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0674_SP_SET: BRIDGE
 LX0674_STAMPING: U 15 1935
 LX0674_MARK LOGO: CGS   
 LX0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0674
 LX0674  HISTORY     - Date     Condition        Report By
 LX0674  HISTORY     - 1935     MONUMENTED       CGS
 LX0674  HISTORY     - 1983     GOOD             NGS
 LX0674  HISTORY     - 1984     GOOD             NGS
 LX0674
 LX0674                          STATION DESCRIPTION
 LX0674
 LX0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0674'2.5 MI NW FROM NEW MILFORD.
 LX0674'2.5 MILES NORTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0674'RAILROAD FROM THE STATION AT NEW MILFORD, LITCHFIELD COUNTY, AT
 LX0674'BOARDMANS BRIDGE, AT 100-FOOT STEEL HIGHWAY BRIDGE NO. 46.56
 LX0674'OVER HOUSATONIC RIVER, IN THE NORTHEAST END OF THE NORTHEAST
 LX0674'WINGWALL, 27 FEET WEST OF THE WEST RAIL, AND 2-1/2 FEET LOWER
 LX0674'THAN THE RAIL.  A STANDARD DISK, STAMPED U 15 1935.
 LX0674
 LX0674                          STATION RECOVERY (1983)
 LX0674
 LX0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0674'RECOVERED IN GOOD CONDITION.
 LX0674
 LX0674                          STATION RECOVERY (1984)
 LX0674
 LX0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0674'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 LX0674'RAILROAD TRACKS ARE NOW ABANDONED AND A NEW BRIDGE IS PRESENTLY BEING
 LX0674'CONSTRUCTED SOUTHEAST OF THE PRESENT BRIDGE, A VISIT TO THE
 LX0674'CONNECTICUT DEPARTMENT OF TRANSPORTATION OFFICE STATED THAT THE OLD
 LX0674'BRIDGE WOULD NOT BE RAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0209 ***********************************************************************
 LX0209  DESIGNATION -  U 16
 LX0209  PID         -  LX0209
 LX0209  STATE/COUNTY-  CT/MIDDLESEX
 LX0209  USGS QUAD   -  ESSEX (1977)
 LX0209
 LX0209                         *CURRENT SURVEY CONTROL
 LX0209  ___________________________________________________________________
 LX0209* NAD 83(1986)-  41 18 09.     (N)    072 22 49.     (W)     SCALED    
 LX0209* NAVD 88     -         8.673  (meters)      28.45   (feet)  ADJUSTED  
 LX0209  ___________________________________________________________________
 LX0209  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX0209  DYNAMIC HT  -           8.670 (meters)      28.44  (feet)  COMP
 LX0209  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX0209
 LX0209  VERT ORDER  -  FIRST     CLASS II
 LX0209
 LX0209.The horizontal coordinates were scaled from a topographic map and have
 LX0209.an estimated accuracy of +/- 6 seconds.
 LX0209
 LX0209.The orthometric height was determined by differential leveling
 LX0209.and adjusted by the National Geodetic Survey in June 1991..
 LX0209
 LX0209.The geoid height was determined by GEOID03.
 LX0209
 LX0209.The dynamic height is computed by dividing the NAVD 88
 LX0209.geopotential number by the normal gravity value computed on the
 LX0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0209.degrees latitude (g = 980.6199 gals.).
 LX0209
 LX0209.The modeled gravity was interpolated from observed gravity values.
 LX0209
 LX0209;                    North         East    Units  Estimated Accuracy
 LX0209;SPC CT       -   204,570.      335,760.      MT  (+/- 180 meters Scaled)
 LX0209
 LX0209                          SUPERSEDED SURVEY CONTROL
 LX0209
 LX0209  NGVD 29 (??/??/92)    8.994  (m)           29.51   (f) ADJ UNCH    1 2
 LX0209
 LX0209.Superseded values are not recommended for survey control.
 LX0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0209.See file dsdata.txt to determine how the superseded data were derived.
 LX0209
 LX0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL193756(NAD 83)
 LX0209_MARKER: DB = BENCH MARK DISK
 LX0209_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX0209_STAMPING: U 16 1935
 LX0209_MARK LOGO: CGS   
 LX0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0209+STABILITY: POSITION/ELEVATION WELL
 LX0209
 LX0209  HISTORY     - Date     Condition        Report By
 LX0209  HISTORY     - 1935     MONUMENTED       CGS
 LX0209  HISTORY     - 1984     GOOD             NGS
 LX0209  HISTORY     - 1988     GOOD             USPSQD
 LX0209  HISTORY     - 1989     GOOD             USPSQD
 LX0209  HISTORY     - 19900317 GOOD             USPSQD
 LX0209  HISTORY     - 19970118 GOOD             USPSQD
 LX0209  HISTORY     - 19980221 GOOD             USPSQD
 LX0209
 LX0209                          STATION DESCRIPTION
 LX0209
 LX0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0209'AT SAYBROOK.
 LX0209'AT SAYBROOK, MIDDLESEX COUNTY, 0.2 MILE NORTH OF THE NEW YORK,
 LX0209'NEW HAVEN AND HARTFORD RAILROAD STATION, 300 FEET NORTH OF
 LX0209'MACADAM-GRADE CROSSING 3.01, 40 FEET WEST OF THE PROPERTY LINE
 LX0209'OF THE J.A. BEARD PROPERTY, LUMBER AND COAL DEALER, IN THE TOP
 LX0209'OF THE NORTHWEST CORNER OF THE BASE OF A SIGNAL TOWER, 9 FEET
 LX0209'EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT LEVEL WITH THE
 LX0209'TRACK.
 LX0209
 LX0209                          STATION RECOVERY (1984)
 LX0209
 LX0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0209'RECOVERED IN GOOD CONDITION, THE 1935 DESCRIPTION IS ADEQUATE EXCEPT
 LX0209'THE MARK IS NOW ON THE VALLEY RAILROAD PROPERTY.
 LX0209
 LX0209                          STATION RECOVERY (1988)
 LX0209
 LX0209'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0209'RECOVERED IN GOOD CONDITION.
 LX0209
 LX0209                          STATION RECOVERY (1989)
 LX0209
 LX0209'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0209'RECOVERED IN GOOD CONDITION.
 LX0209
 LX0209                          STATION RECOVERY (1990)
 LX0209
 LX0209'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0209'RECOVERED IN GOOD CONDITION.
 LX0209
 LX0209                          STATION RECOVERY (1997)
 LX0209
 LX0209'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0209'RECOVERED IN GOOD CONDITION.
 LX0209
 LX0209                          STATION RECOVERY (1998)
 LX0209
 LX0209'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0667 ***********************************************************************
 LX0667  DESIGNATION -  U 17
 LX0667  PID         -  LX0667
 LX0667  STATE/COUNTY-  CT/LITCHFIELD
 LX0667  USGS QUAD   -  SHARON (1969)
 LX0667
 LX0667                         *CURRENT SURVEY CONTROL
 LX0667  ___________________________________________________________________
 LX0667* NAD 83(1986)-  41 57 24.     (N)    073 29 31.     (W)     SCALED    
 LX0667* NAVD 88     -       227.843  (meters)     747.51   (feet)  ADJUSTED  
 LX0667  ___________________________________________________________________
 LX0667  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 LX0667  DYNAMIC HT  -         227.762 (meters)     747.25  (feet)  COMP
 LX0667  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 LX0667
 LX0667  VERT ORDER  -  SECOND    CLASS II
 LX0667
 LX0667.The horizontal coordinates were scaled from a topographic map and have
 LX0667.an estimated accuracy of +/- 6 seconds.
 LX0667
 LX0667.The orthometric height was determined by differential leveling
 LX0667.and adjusted by the National Geodetic Survey in June 1991..
 LX0667
 LX0667.The geoid height was determined by GEOID03.
 LX0667
 LX0667.The dynamic height is computed by dividing the NAVD 88
 LX0667.geopotential number by the normal gravity value computed on the
 LX0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0667.degrees latitude (g = 980.6199 gals.).
 LX0667
 LX0667.The modeled gravity was interpolated from observed gravity values.
 LX0667
 LX0667;                    North         East    Units  Estimated Accuracy
 LX0667;SPC CT       -   277,420.      243,290.      MT  (+/- 180 meters Scaled)
 LX0667
 LX0667                          SUPERSEDED SURVEY CONTROL
 LX0667
 LX0667  NGVD 29 (??/??/92)  228.070  (m)          748.26   (f) ADJ UNCH    2 0
 LX0667
 LX0667.Superseded values are not recommended for survey control.
 LX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0667.See file dsdata.txt to determine how the superseded data were derived.
 LX0667
 LX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM249460(NAD 83)
 LX0667_MARKER: DB = BENCH MARK DISK
 LX0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0667_SP_SET: STONE
 LX0667_STAMPING: U 17 1935
 LX0667_MARK LOGO: CGS   
 LX0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0667+STABILITY: SURFACE MOTION
 LX0667
 LX0667  HISTORY     - Date     Condition        Report By
 LX0667  HISTORY     - 1935     MONUMENTED       CGS
 LX0667  HISTORY     - 1972     GOOD             CTGS
 LX0667  HISTORY     - 20040601 GOOD             NYDT
 LX0667  HISTORY     - 20040922 GOOD             CTGS
 LX0667
 LX0667                          STATION DESCRIPTION
 LX0667
 LX0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0667'3.1 MI W FROM LAKEVILLE.
 LX0667'ABOUT 3.1 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0667'RAILROAD FROM LAKEVILLE, LITCHFIELD COUNTY, AT THE SWITCH OF THE
 LX0667'SPUR TRACK TO MILLERTON, ABOUT 300 FEET EAST OF THE NEW
 LX0667'YORK-CONNECTICUT STATE LINE, AT 6-FOOT STONE-ARCH CULVERT 67.29,
 LX0667'IN THE TOP STONE OF THE NORTHEAST WING WALL, ABOUT 25 FEET NORTH
 LX0667'OF THE NORTH RAIL, AND ABOUT 21 FEET LOWER THAN THE RAIL.  A
 LX0667'STANDARD DISK, STAMPED U 17 1935.
 LX0667
 LX0667                          STATION RECOVERY (1972)
 LX0667
 LX0667'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0667'RECOVERED IN GOOD CONDITION.
 LX0667
 LX0667                          STATION RECOVERY (2004)
 LX0667
 LX0667'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX0667'RECOVERED IN GOOD CONDITION.
 LX0667
 LX0667                          STATION RECOVERY (2004)
 LX0667
 LX0667'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2004 (DES)
 LX0667'RECOVERED IN GOOD CONDITION, WITH THE EXCEPTION THAT THE RAILROAD HAS
 LX0667'SINCE BEEN  ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0730 ***********************************************************************
 LX0730  DESIGNATION -  U 19
 LX0730  PID         -  LX0730
 LX0730  STATE/COUNTY-  CT/LITCHFIELD
 LX0730  USGS QUAD   -  TORRINGTON (1984)
 LX0730
 LX0730                         *CURRENT SURVEY CONTROL
 LX0730  ___________________________________________________________________
 LX0730* NAD 83(1986)-  41 50 30.     (N)    073 05 57.     (W)     SCALED    
 LX0730* NAVD 88     -       222.136  (meters)     728.79   (feet)  ADJUSTED  
 LX0730  ___________________________________________________________________
 LX0730  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX0730  DYNAMIC HT  -         222.062 (meters)     728.55  (feet)  COMP
 LX0730  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 LX0730
 LX0730  VERT ORDER  -  SECOND    CLASS 0
 LX0730
 LX0730.The horizontal coordinates were scaled from a topographic map and have
 LX0730.an estimated accuracy of +/- 6 seconds.
 LX0730
 LX0730.The orthometric height was determined by differential leveling
 LX0730.and adjusted by the National Geodetic Survey in June 1991..
 LX0730
 LX0730.The geoid height was determined by GEOID03.
 LX0730
 LX0730.The dynamic height is computed by dividing the NAVD 88
 LX0730.geopotential number by the normal gravity value computed on the
 LX0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0730.degrees latitude (g = 980.6199 gals.).
 LX0730
 LX0730.The modeled gravity was interpolated from observed gravity values.
 LX0730
 LX0730;                    North         East    Units  Estimated Accuracy
 LX0730;SPC CT       -   264,450.      275,800.      MT  (+/- 180 meters Scaled)
 LX0730
 LX0730                          SUPERSEDED SURVEY CONTROL
 LX0730
 LX0730  NGVD 29 (??/??/92)  222.359  (m)          729.52   (f) ADJ UNCH    2 0
 LX0730
 LX0730.Superseded values are not recommended for survey control.
 LX0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0730.See file dsdata.txt to determine how the superseded data were derived.
 LX0730
 LX0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM578339(NAD 83)
 LX0730_MARKER: DB = BENCH MARK DISK
 LX0730_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0730_SP_SET: ABUTMENT
 LX0730_STAMPING: U 19 1935
 LX0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0730
 LX0730  HISTORY     - Date     Condition        Report By
 LX0730  HISTORY     - 1935     MONUMENTED       CGS
 LX0730  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0730
 LX0730                          STATION DESCRIPTION
 LX0730
 LX0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0730'3.2 MI N FROM TORRINGTON.
 LX0730'ABOUT 3.2 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0730'RAILROAD FROM THE STATION AT TORRINGTON, LITCHFIELD COUNTY, AT
 LX0730'THE JUNCTION OF STATE HIGHWAY 8 AND A DIRT ROAD, ABOUT 60 FEET
 LX0730'SOUTH OF THE CROSSING OF A PRIVATE ROAD, AT A 7-FOOT CONCRETE BOX
 LX0730'CULVERT, IN THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT, 10
 LX0730'FEET WEST OF THE WEST TRACK, AND ABOUT 2 FEET LOWER THAN THE
 LX0730'TRACK.  A STANDARD DISK, STAMPED U 19 1935.
 LX0730
 LX0730                          STATION RECOVERY (1985)
 LX0730
 LX0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0730'NOT RECOVERED, THE RAILROAD IS NOW ABANDON AND TRACKS REMOVED, NO
 LX0730'EVIDENCE OF THE MARK FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0385 ***********************************************************************
 LX0385  DESIGNATION -  U 3
 LX0385  PID         -  LX0385
 LX0385  STATE/COUNTY-  CT/NEW HAVEN
 LX0385  USGS QUAD   -  NEW HAVEN (1984)
 LX0385
 LX0385                         *CURRENT SURVEY CONTROL
 LX0385  ___________________________________________________________________
 LX0385* NAD 83(1986)-  41 18 26.     (N)    072 55 29.     (W)     SCALED    
 LX0385* NAVD 88     -         8.245  (meters)      27.05   (feet)  ADJUSTED  
 LX0385  ___________________________________________________________________
 LX0385  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX0385  DYNAMIC HT  -           8.242 (meters)      27.04  (feet)  COMP
 LX0385  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 LX0385  OBS GRAVITY -     980,302.7   (mgal)                       GRAV_OBS
 LX0385
 LX0385  VERT ORDER  -  FIRST     CLASS I
 LX0385
 LX0385.The horizontal coordinates were scaled from a topographic map and have
 LX0385.an estimated accuracy of +/- 6 seconds.
 LX0385
 LX0385.The orthometric height was determined by differential leveling
 LX0385.and adjusted by the National Geodetic Survey in June 1991..
 LX0385
 LX0385.The geoid height was determined by GEOID03.
 LX0385
 LX0385.The dynamic height is computed by dividing the NAVD 88
 LX0385.geopotential number by the normal gravity value computed on the
 LX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0385.degrees latitude (g = 980.6199 gals.).
 LX0385
 LX0385.The modeled gravity was interpolated from observed gravity values.
 LX0385.The observed gravity was obtained from relative gravimeter ties
 LX0385.to the IGSN71 gravity network.
 LX0385
 LX0385;                    North         East    Units  Estimated Accuracy
 LX0385;SPC CT       -   205,040.      290,170.      MT  (+/- 180 meters Scaled)
 LX0385
 LX0385                          SUPERSEDED SURVEY CONTROL
 LX0385
 LX0385.No superseded survey control is available for this station.
 LX0385
 LX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL737749(NAD 83)
 LX0385_MARKER: DB = BENCH MARK DISK
 LX0385_SETTING: 66 = SET IN ROCK OUTCROP
 LX0385_SP_SET: ROCK LEDGE
 LX0385_STAMPING: ELEV 28.110 FT U 3 1922
 LX0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0385+STABILITY: POSITION/ELEVATION WELL
 LX0385
 LX0385  HISTORY     - Date     Condition        Report By
 LX0385  HISTORY     - 1922     MONUMENTED       CGS
 LX0385  HISTORY     - 1965     GOOD             NGS
 LX0385  HISTORY     - 1978     GOOD             NGS
 LX0385  HISTORY     - 1988     GOOD             USPSQD
 LX0385  HISTORY     - 20020319 MARK NOT FOUND   INDIV
 LX0385
 LX0385                          STATION DESCRIPTION
 LX0385
 LX0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0385'AT NEW HAVEN.
 LX0385'AT NEW HAVEN, ALONG CHURCH STREET, ABOUT 120 YARDS SOUTH OF THE
 LX0385'INTERSECTION OF CHURCH AND ELM STREET, SET IN THE TOP OF A 4-INCH
 LX0385'WIDE LEDGE WHICH PROJECTS OUT FROM THE GRANITE FOUNDATION OF THE
 LX0385'CITY HALL, 32 FEET EAST OF THE EAST CURB OF CHURCH STREET, 1.4
 LX0385'FEET NORTH OF AN OFFSET IN THE WALL, AND 2 1/2 FEET ABOVE THE
 LX0385'LEVEL OF THE SIDEWALK.
 LX0385
 LX0385                          STATION RECOVERY (1978)
 LX0385
 LX0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0385'THIS BENCH MARK HAS BEEN DESIGNATED A BASIC NET A LEVEL LINE
 LX0385'JUNCTION MARK.
 LX0385
 LX0385                          STATION RECOVERY (1988)
 LX0385
 LX0385'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0385'RECOVERED IN GOOD CONDITION.
 LX0385
 LX0385                          STATION RECOVERY (2002)
 LX0385
 LX0385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSK)
 LX0385'NEW HAVEN CITY HALL RENOVATION INCLUDED THE CONSTRUCTION OF A
 LX0385'WHEELCHAIR
 LX0385'RAMP WHICH MAY HAVE COVERED OR DESTROYED THE MARK AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1168 ***********************************************************************
 LX1168  DESIGNATION -  U 31
 LX1168  PID         -  LX1168
 LX1168  STATE/COUNTY-  CT/FAIRFIELD
 LX1168  USGS QUAD   -  STAMFORD (1984)
 LX1168
 LX1168                         *CURRENT SURVEY CONTROL
 LX1168  ___________________________________________________________________
 LX1168* NAD 83(1986)-  41 01 03.     (N)    073 35 28.     (W)     SCALED    
 LX1168* NAVD 88     -         2.645  (meters)       8.68   (feet)  ADJUSTED  
 LX1168  ___________________________________________________________________
 LX1168  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX1168  DYNAMIC HT  -           2.644 (meters)       8.67  (feet)  COMP
 LX1168  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LX1168
 LX1168  VERT ORDER  -  FIRST     CLASS I
 LX1168
 LX1168.The horizontal coordinates were scaled from a topographic map and have
 LX1168.an estimated accuracy of +/- 6 seconds.
 LX1168
 LX1168.The orthometric height was determined by differential leveling
 LX1168.and adjusted by the National Geodetic Survey in June 1991..
 LX1168
 LX1168.The geoid height was determined by GEOID03.
 LX1168
 LX1168.The dynamic height is computed by dividing the NAVD 88
 LX1168.geopotential number by the normal gravity value computed on the
 LX1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1168.degrees latitude (g = 980.6199 gals.).
 LX1168
 LX1168.The modeled gravity was interpolated from observed gravity values.
 LX1168
 LX1168;                    North         East    Units  Estimated Accuracy
 LX1168;SPC CT       -   173,200.      234,050.      MT  (+/- 180 meters Scaled)
 LX1168
 LX1168                          SUPERSEDED SURVEY CONTROL
 LX1168
 LX1168  NGVD 29 (??/??/92)    2.982  (m)            9.78   (f) ADJ UNCH    1 1
 LX1168
 LX1168.Superseded values are not recommended for survey control.
 LX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1168.See file dsdata.txt to determine how the superseded data were derived.
 LX1168
 LX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL184416(NAD 83)
 LX1168_MARKER: DB = BENCH MARK DISK
 LX1168_SETTING: 66 = SET IN ROCK OUTCROP
 LX1168_SP_SET: BEDROCK
 LX1168_STAMPING: U 31 1965
 LX1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1168+STABILITY: POSITION/ELEVATION WELL
 LX1168
 LX1168  HISTORY     - Date     Condition        Report By
 LX1168  HISTORY     - 1965     MONUMENTED       CGS
 LX1168  HISTORY     - 1983     GOOD             NGS
 LX1168  HISTORY     - 1985     GOOD             USE
 LX1168
 LX1168                          STATION DESCRIPTION
 LX1168
 LX1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1168'2.2 MI S FROM RIVERSIDE.
 LX1168'1.15 MILES SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE
 LX1168'AT RIVERSIDE, THENCE 1.1 MILES SOUTHWEST ALONG INDIAN HEAD
 LX1168'ROAD, NEAR THE JUNCTION OF ROAD LEADING UPHILL TO HOUSES, SET
 LX1168'ON THE TOP AND AT ABOUT THE HIGHEST PART OF A 15-BY-12 FOOT
 LX1168'EXPOSED BEDROCK WHICH PROJECTS 2 FEET ABOVE THE LEVEL OF THE
 LX1168'GROUND, 304 FEET EAST OF THE EAST CORNER OF A STONE ENCLOSED
 LX1168'GRASSY DOCK, 22 FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST
 LX1168'BLACK TOPPED ROAD, 29 FEET EAST OF THE CENTER LINE OF NORTH-SOUTH
 LX1168'ROAD, ABOUT 227 FEET WEST OF THE GATE AT ENTRANCE TO MISSES
 LX1168'LOWTHER ESTATE AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROADS.
 LX1168
 LX1168                          STATION RECOVERY (1983)
 LX1168
 LX1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1168'RECOVERED IN GOOD CONDITION.
 LX1168
 LX1168                          STATION RECOVERY (1985)
 LX1168
 LX1168'RECOVERY NOTE BY US ENGINEERS 1985
 LX1168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0784 ***********************************************************************
 LX0784  DESIGNATION -  U 32
 LX0784  PID         -  LX0784
 LX0784  STATE/COUNTY-  CT/FAIRFIELD
 LX0784  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0784
 LX0784                         *CURRENT SURVEY CONTROL
 LX0784  ___________________________________________________________________
 LX0784* NAD 83(1986)-  41 06 25.     (N)    073 25 27.     (W)     SCALED    
 LX0784* NAVD 88     -        31.180  (meters)     102.30   (feet)  ADJUSTED  
 LX0784  ___________________________________________________________________
 LX0784  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX0784  DYNAMIC HT  -          31.171 (meters)     102.27  (feet)  COMP
 LX0784  MODELED GRAV-     980,305.0   (mgal)                       NAVD 88
 LX0784
 LX0784  VERT ORDER  -  FIRST     CLASS I
 LX0784
 LX0784.The horizontal coordinates were scaled from a topographic map and have
 LX0784.an estimated accuracy of +/- 6 seconds.
 LX0784
 LX0784.The orthometric height was determined by differential leveling
 LX0784.and adjusted by the National Geodetic Survey in June 1991..
 LX0784
 LX0784.The geoid height was determined by GEOID03.
 LX0784
 LX0784.The dynamic height is computed by dividing the NAVD 88
 LX0784.geopotential number by the normal gravity value computed on the
 LX0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0784.degrees latitude (g = 980.6199 gals.).
 LX0784
 LX0784.The modeled gravity was interpolated from observed gravity values.
 LX0784
 LX0784;                    North         East    Units  Estimated Accuracy
 LX0784;SPC CT       -   183,010.      248,170.      MT  (+/- 180 meters Scaled)
 LX0784
 LX0784                          SUPERSEDED SURVEY CONTROL
 LX0784
 LX0784  NGVD 29 (??/??/92)   31.514  (m)          103.39   (f) ADJ UNCH    1 1
 LX0784
 LX0784.Superseded values are not recommended for survey control.
 LX0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0784.See file dsdata.txt to determine how the superseded data were derived.
 LX0784
 LX0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL323518(NAD 83)
 LX0784_MARKER: DB = BENCH MARK DISK
 LX0784_SETTING: 66 = SET IN ROCK OUTCROP
 LX0784_SP_SET: ROCK CUT
 LX0784_STAMPING: U 32 1965
 LX0784_MARK LOGO: CGS   
 LX0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0784+STABILITY: POSITION/ELEVATION WELL
 LX0784
 LX0784  HISTORY     - Date     Condition        Report By
 LX0784  HISTORY     - 1965     MONUMENTED       CGS
 LX0784  HISTORY     - 1983     GOOD             NGS
 LX0784  HISTORY     - 1984     GOOD             NGS
 LX0784  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 LX0784
 LX0784                          STATION DESCRIPTION
 LX0784
 LX0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0784'0.4 MI SW FROM NORWALK.
 LX0784'0.4 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION
 LX0784'OF WEST AVENUE AT NORWALK, NEAR THE INTERSECTION OF THE HIGHWAY
 LX0784'AND STUART AVENUE, AT A 25 FOOT ROCK CUT, AT THE CONNECTICUT
 LX0784'TURNPIKE, ON TOP OF ROCK CUT, AT THE FAIRFIELD AND CLINTON
 LX0784'AVENUE EXITS, 16 FEET NORTH OF THE EDGE OF THE ROCK CUT, 105
 LX0784'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 173 FEET WEST OF
 LX0784'THE WEST CURB OF STUART AVENUE, ON THE TURNPIKE RIGHT-OF-WAY
 LX0784'AND ABOUT LEVEL WITH THE U.S. HIGHWAY.
 LX0784
 LX0784                          STATION RECOVERY (1983)
 LX0784
 LX0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0784'RECOVERED IN GOOD CONDITION.
 LX0784
 LX0784                          STATION RECOVERY (1984)
 LX0784
 LX0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0784'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE WITH THE
 LX0784'FOLLOWING CORRECTION,
 LX0784'THE MARK IS 1.28 METERS  S FROM A WITNESS POST.
 LX0784
 LX0784                          STATION RECOVERY (1985)
 LX0784
 LX0784'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0784'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0840 ***********************************************************************
 LX0840  DESIGNATION -  U 33
 LX0840  PID         -  LX0840
 LX0840  STATE/COUNTY-  CT/FAIRFIELD
 LX0840  USGS QUAD   -  BRIDGEPORT (1984)
 LX0840
 LX0840                         *CURRENT SURVEY CONTROL
 LX0840  ___________________________________________________________________
 LX0840* NAD 83(1986)-  41 10 59.     (N)    073 12 21.     (W)     SCALED    
 LX0840* NAVD 88     -        15.007  (meters)      49.24   (feet)  ADJUSTED  
 LX0840  ___________________________________________________________________
 LX0840  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0840  DYNAMIC HT  -          15.002 (meters)      49.22  (feet)  COMP
 LX0840  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 LX0840
 LX0840  VERT ORDER  -  FIRST     CLASS I
 LX0840
 LX0840.The horizontal coordinates were scaled from a topographic map and have
 LX0840.an estimated accuracy of +/- 6 seconds.
 LX0840
 LX0840.The orthometric height was determined by differential leveling
 LX0840.and adjusted by the National Geodetic Survey in June 1991..
 LX0840
 LX0840.The geoid height was determined by GEOID03.
 LX0840
 LX0840.The dynamic height is computed by dividing the NAVD 88
 LX0840.geopotential number by the normal gravity value computed on the
 LX0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0840.degrees latitude (g = 980.6199 gals.).
 LX0840
 LX0840.The modeled gravity was interpolated from observed gravity values.
 LX0840
 LX0840;                    North         East    Units  Estimated Accuracy
 LX0840;SPC CT       -   191,340.      266,560.      MT  (+/- 180 meters Scaled)
 LX0840
 LX0840                          SUPERSEDED SURVEY CONTROL
 LX0840
 LX0840  NGVD 29 (??/??/92)   15.341  (m)           50.33   (f) ADJ UNCH    1 1
 LX0840
 LX0840.Superseded values are not recommended for survey control.
 LX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0840.See file dsdata.txt to determine how the superseded data were derived.
 LX0840
 LX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL504606(NAD 83)
 LX0840_MARKER: DB = BENCH MARK DISK
 LX0840_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0840_STAMPING: U 33 1965
 LX0840_MARK LOGO: CGS   
 LX0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0840+STABILITY: SURFACE MOTION
 LX0840
 LX0840  HISTORY     - Date     Condition        Report By
 LX0840  HISTORY     - 1965     MONUMENTED       CGS
 LX0840  HISTORY     - 1985     GOOD             NGS
 LX0840
 LX0840                          STATION DESCRIPTION
 LX0840
 LX0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0840'AT BRIDGEPORT.
 LX0840'AT BRIDGEPORT, ABOUT 70 YARDS EAST OF THE CENTER OF THE
 LX0840'INTERSECTION OF NORTH AVENUE AND PARK AVENUE, AT THE NORTH
 LX0840'CORNER OF THE PARK BRANCH OF THE PEOPLES SAVINGS BANK, SET IN
 LX0840'THE TOP OF THE CONCRETE FOUNDATION WHERE IT PROJECTS OUT OF THE
 LX0840'NORTHWEST WALL OF THE BUILDING, 31 FEET SOUTHEAST OF THE SOUTHEAST
 LX0840'CURB OF NORTH AVENUE, 1 FOOT WEST OF THE NORTH CORNER OF THE
 LX0840'BUILDING AND 2 FEET ABOVE THE LEVEL OF THE AVENUE.
 LX0840
 LX0840                          STATION RECOVERY (1985)
 LX0840
 LX0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0840'RECOVERED IN GOOD CONDITION.  NOTE--NOT LEVELED TO IN 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0382 ***********************************************************************
 LX0382  DESIGNATION -  U 34
 LX0382  PID         -  LX0382
 LX0382  STATE/COUNTY-  CT/NEW HAVEN
 LX0382  USGS QUAD   -  NEW HAVEN (1984)
 LX0382
 LX0382                         *CURRENT SURVEY CONTROL
 LX0382  ___________________________________________________________________
 LX0382* NAD 83(1986)-  41 18 03.     (N)    072 55 27.     (W)     SCALED    
 LX0382* NAVD 88     -         4.643  (meters)      15.23   (feet)  ADJUSTED  
 LX0382  ___________________________________________________________________
 LX0382  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX0382  DYNAMIC HT  -           4.642 (meters)      15.23  (feet)  COMP
 LX0382  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 LX0382
 LX0382  VERT ORDER  -  FIRST     CLASS I
 LX0382
 LX0382.The horizontal coordinates were scaled from a topographic map and have
 LX0382.an estimated accuracy of +/- 6 seconds.
 LX0382
 LX0382.The orthometric height was determined by differential leveling
 LX0382.and adjusted by the National Geodetic Survey in June 1991..
 LX0382
 LX0382.The geoid height was determined by GEOID03.
 LX0382
 LX0382.The dynamic height is computed by dividing the NAVD 88
 LX0382.geopotential number by the normal gravity value computed on the
 LX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0382.degrees latitude (g = 980.6199 gals.).
 LX0382
 LX0382.The modeled gravity was interpolated from observed gravity values.
 LX0382
 LX0382;                    North         East    Units  Estimated Accuracy
 LX0382;SPC CT       -   204,330.      290,210.      MT  (+/- 180 meters Scaled)
 LX0382
 LX0382                          SUPERSEDED SURVEY CONTROL
 LX0382
 LX0382  NGVD 29 (??/??/92)    4.961  (m)           16.28   (f) ADJ UNCH    1 1
 LX0382
 LX0382.Superseded values are not recommended for survey control.
 LX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0382.See file dsdata.txt to determine how the superseded data were derived.
 LX0382
 LX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL737742(NAD 83)
 LX0382_MARKER: DB = BENCH MARK DISK
 LX0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0382_SP_SET: PIER
 LX0382_STAMPING: U 34 1965
 LX0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0382
 LX0382  HISTORY     - Date     Condition        Report By
 LX0382  HISTORY     - 1965     MONUMENTED       CGS
 LX0382  HISTORY     - 1978     GOOD             NGS
 LX0382  HISTORY     - 1985     GOOD             USPSQD
 LX0382  HISTORY     - 1988     GOOD             USPSQD
 LX0382
 LX0382                          STATION DESCRIPTION
 LX0382
 LX0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0382'AT NEW HAVEN.
 LX0382'AT NEW HAVEN, NEAR THE JUNCTION OF WATER STREET, STATE STREET
 LX0382'AND COLUMBUS PLAZA, SET ON THE TOP OF THE SOUTHEAST CORNER OF THE
 LX0382'CONCRETE BASE OF THE SOUTH LEG OF THE ONLY PIER BETWEEN WATER
 LX0382'STREET AND THE NY, NH AND H RAILROAD, UNDER THE ENTRANCE RAMP
 LX0382'TO THE CONNECTICUT TURNPIKE OVER THE STREET AND TRACKS, 46 1/2
 LX0382'FEET EAST OF THE EAST CURB OF WATER STREET, 1.2 FEET NORTHWEST
 LX0382'OF THE SOUTHEAST CORNER OF THE BASE AND ABOUT LEVEL WITH WATER
 LX0382'STREET.
 LX0382
 LX0382                          STATION RECOVERY (1978)
 LX0382
 LX0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0382'RECOVERED IN GOOD CONDITION.
 LX0382
 LX0382                          STATION RECOVERY (1985)
 LX0382
 LX0382'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0382'RECOVERED IN GOOD CONDITION.
 LX0382
 LX0382                          STATION RECOVERY (1988)
 LX0382
 LX0382'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0116 ***********************************************************************
 LX0116  DESIGNATION -  U 35
 LX0116  PID         -  LX0116
 LX0116  STATE/COUNTY-  CT/NEW LONDON
 LX0116  USGS QUAD   -  OLD LYME (1976)
 LX0116
 LX0116                         *CURRENT SURVEY CONTROL
 LX0116  ___________________________________________________________________
 LX0116* NAD 83(1986)-  41 17 24.     (N)    072 17 04.     (W)     SCALED    
 LX0116* NAVD 88     -         5.949  (meters)      19.52   (feet)  ADJUSTED  
 LX0116  ___________________________________________________________________
 LX0116  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX0116  DYNAMIC HT  -           5.947 (meters)      19.51  (feet)  COMP
 LX0116  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LX0116
 LX0116  VERT ORDER  -  FIRST     CLASS I
 LX0116
 LX0116.The horizontal coordinates were scaled from a topographic map and have
 LX0116.an estimated accuracy of +/- 6 seconds.
 LX0116
 LX0116.The orthometric height was determined by differential leveling
 LX0116.and adjusted by the National Geodetic Survey in June 1991..
 LX0116
 LX0116.The geoid height was determined by GEOID03.
 LX0116
 LX0116.The dynamic height is computed by dividing the NAVD 88
 LX0116.geopotential number by the normal gravity value computed on the
 LX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0116.degrees latitude (g = 980.6199 gals.).
 LX0116
 LX0116.The modeled gravity was interpolated from observed gravity values.
 LX0116
 LX0116;                    North         East    Units  Estimated Accuracy
 LX0116;SPC CT       -   203,220.      343,800.      MT  (+/- 180 meters Scaled)
 LX0116
 LX0116                          SUPERSEDED SURVEY CONTROL
 LX0116
 LX0116  NGVD 29 (??/??/92)    6.257  (m)           20.53   (f) ADJ UNCH    1 1
 LX0116
 LX0116.Superseded values are not recommended for survey control.
 LX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0116.See file dsdata.txt to determine how the superseded data were derived.
 LX0116
 LX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL273745(NAD 83)
 LX0116_MARKER: DB = BENCH MARK DISK
 LX0116_SETTING: 66 = SET IN ROCK OUTCROP
 LX0116_SP_SET: BEDROCK
 LX0116_STAMPING: U 35 1965
 LX0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0116+STABILITY: POSITION/ELEVATION WELL
 LX0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0116+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 LX0116
 LX0116  HISTORY     - Date     Condition        Report By
 LX0116  HISTORY     - 1965     MONUMENTED       CGS
 LX0116  HISTORY     - 1983     POOR             USPSQD
 LX0116  HISTORY     - 1987     POOR             USPSQD
 LX0116  HISTORY     - 1988     POOR             USPSQD
 LX0116  HISTORY     - 1989     POOR             USPSQD
 LX0116  HISTORY     - 19900414 POOR             USPSQD
 LX0116  HISTORY     - 19901206 POOR             USPSQD
 LX0116  HISTORY     - 20011015 POOR             USPSQD
 LX0116  HISTORY     - 20030507 GOOD             USPSQD
 LX0116
 LX0116                          STATION DESCRIPTION
 LX0116
 LX0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0116'AT SOUND VIEW.
 LX0116'AT SOUND VIEW, ABOUT 0.45 MILE WEST ALONG STATE HIGHWAY 156 FROM
 LX0116'THE SOUTH END FIRE STATION, NEAR THE INTERSECTION OF THE HIGHWAY
 LX0116'AND WASHINGTON AVENUE, ON THE PROPERTY OF NUNZIO CORSINO, SET
 LX0116'ON THE TOP OF AND 13 FEET SOUTH OF THE NORTH END OF A 29-BY-9
 LX0116'FOOT EXPOSED BEDROCK WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF
 LX0116'THE GROUND, 165 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LX0116'45 FEET EAST OF THE CENTER LINE OF WASHINGTON AVENUE, 25 FEET
 LX0116'EAST OF POWER LINE POLE 5070, AND ABOUT LEVEL WITH THE HIGHWAY.
 LX0116
 LX0116                          STATION RECOVERY (1983)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0116'NOTE: SOUTH END FIRE STATION ON STATE HIGHWAY 156 HAS BEEN MOVED.
 LX0116'THIS STRUCTURE IS NOW THE OLD LYME POLICE DEPARTMENT. ALSO A SINGER
 LX0116'STORY HOUSE HAS BEEN BUILT ABOUT 60' NORTH OF THE MARK - DIRECTION
 LX0116'OTHERWISE ACCURATE. CONDITION: STAMPING AND CASTING LETTERS AND
 LX0116'NUMBERS ALMOST COMPLETELY OBLITERATED BY WEATHER - SHOULD BE
 LX0116'REPLACED.
 LX0116
 LX0116                          STATION RECOVERY (1987)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0116'MARK RECOVERED IN POOR CONDITION.
 LX0116
 LX0116                          STATION RECOVERY (1988)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0116'MARK RECOVERED IN POOR CONDITION.
 LX0116
 LX0116                          STATION RECOVERY (1989)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0116'MARK RECOVERED IN POOR CONDITION.
 LX0116
 LX0116                          STATION RECOVERY (1990)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0116'MARK RECOVERED IN POOR CONDITION.
 LX0116
 LX0116                          STATION RECOVERY (1990)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0116'MARK RECOVERED IN POOR CONDITION.
 LX0116
 LX0116                          STATION RECOVERY (2001)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0116'MARK RECOVERED IN POOR CONDITION.
 LX0116
 LX0116                          STATION RECOVERY (2003)
 LX0116
 LX0116'RECOVERY NOTE BY US POWER SQUADRON 2003 (JJG)
 LX0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0465 ***********************************************************************
 LX0465  DESIGNATION -  U 36
 LX0465  PID         -  LX0465
 LX0465  STATE/COUNTY-  CT/NEW HAVEN
 LX0465  USGS QUAD   -  CLINTON (1984)
 LX0465
 LX0465                         *CURRENT SURVEY CONTROL
 LX0465  ___________________________________________________________________
 LX0465* NAD 83(1986)-  41 16 24.     (N)    072 32 58.     (W)     SCALED    
 LX0465* NAVD 88     -         5.676  (meters)      18.62   (feet)  ADJUSTED  
 LX0465  ___________________________________________________________________
 LX0465  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX0465  DYNAMIC HT  -           5.674 (meters)      18.62  (feet)  COMP
 LX0465  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LX0465
 LX0465  VERT ORDER  -  FIRST     CLASS I
 LX0465
 LX0465.The horizontal coordinates were scaled from a topographic map and have
 LX0465.an estimated accuracy of +/- 6 seconds.
 LX0465
 LX0465.The orthometric height was determined by differential leveling
 LX0465.and adjusted by the National Geodetic Survey in June 1991..
 LX0465
 LX0465.The geoid height was determined by GEOID03.
 LX0465
 LX0465.The dynamic height is computed by dividing the NAVD 88
 LX0465.geopotential number by the normal gravity value computed on the
 LX0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0465.degrees latitude (g = 980.6199 gals.).
 LX0465
 LX0465.The modeled gravity was interpolated from observed gravity values.
 LX0465
 LX0465;                    North         East    Units  Estimated Accuracy
 LX0465;SPC CT       -   201,290.      321,600.      MT  (+/- 180 meters Scaled)
 LX0465
 LX0465                          SUPERSEDED SURVEY CONTROL
 LX0465
 LX0465  NGVD 29 (??/??/92)    6.000  (m)           19.68   (f) ADJ UNCH    1 1
 LX0465
 LX0465.Superseded values are not recommended for survey control.
 LX0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0465.See file dsdata.txt to determine how the superseded data were derived.
 LX0465
 LX0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL052719(NAD 83)
 LX0465_MARKER: DB = BENCH MARK DISK
 LX0465_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0465_SP_SET: UNSPECIFIED ROCK
 LX0465_STAMPING: U 36 1965
 LX0465_MARK LOGO: CGS   
 LX0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0465
 LX0465  HISTORY     - Date     Condition        Report By
 LX0465  HISTORY     - 1965     MONUMENTED       CGS
 LX0465  HISTORY     - 1974     GOOD             CTGS
 LX0465  HISTORY     - 1985     GOOD             NGS
 LX0465
 LX0465                          STATION DESCRIPTION
 LX0465
 LX0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0465'2.5 MI E FROM MADISON.
 LX0465'2.4 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0465'MADISON, THENCE 0.1 MILE SOUTHEAST ALONG A DRIVE TO THE GRISWOLD
 LX0465'AIRPORT, ABOUT 90 YARDS NORTHWEST OF THE WEST CORNER OF A LARGE
 LX0465'HANGAR, ON STATE OWNED PROPERTY, ALMOST IN THE CENTER LINE OF
 LX0465'THE EXTENDED CENTER LINE OF THE SOUTHWEST-NORTHEAST RUNWAY, ON
 LX0465'THE TOP OF A SMALL KNOLL, SET IN THE TOP OF A ROCK WHICH IS 36
 LX0465'FEET LONG AND 2 FEET WIDE AND IS FLUSH WITH THE GROUND (THE
 LX0465'SOUTH ONE OF TWO ROCKS), 141 FEET NORTHEAST OF THE CENTER LINE
 LX0465'OF A DRIVEWAY, 6 FEET EAST OF THE WEST END OF THE ROCK.
 LX0465
 LX0465                          STATION RECOVERY (1974)
 LX0465
 LX0465'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0465'RECOVERED IN GOOD CONDITION.
 LX0465
 LX0465                          STATION RECOVERY (1985)
 LX0465
 LX0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0710 ***********************************************************************
 LW0710  DESIGNATION -  U 37
 LW0710  PID         -  LW0710
 LW0710  STATE/COUNTY-  CT/NEW LONDON
 LW0710  USGS QUAD   -  MYSTIC (1984)
 LW0710
 LW0710                         *CURRENT SURVEY CONTROL
 LW0710  ___________________________________________________________________
 LW0710* NAD 83(1986)-  41 20 11.     (N)    071 59 32.     (W)     SCALED    
 LW0710* NAVD 88     -         4.500  (meters)      14.76   (feet)  ADJUSTED  
 LW0710  ___________________________________________________________________
 LW0710  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0710  DYNAMIC HT  -           4.498 (meters)      14.76  (feet)  COMP
 LW0710  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 LW0710
 LW0710  VERT ORDER  -  FIRST     CLASS I
 LW0710
 LW0710.The horizontal coordinates were scaled from a topographic map and have
 LW0710.an estimated accuracy of +/- 6 seconds.
 LW0710
 LW0710.The orthometric height was determined by differential leveling
 LW0710.and adjusted by the National Geodetic Survey in June 1991..
 LW0710
 LW0710.The geoid height was determined by GEOID03.
 LW0710
 LW0710.The dynamic height is computed by dividing the NAVD 88
 LW0710.geopotential number by the normal gravity value computed on the
 LW0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0710.degrees latitude (g = 980.6199 gals.).
 LW0710
 LW0710.The modeled gravity was interpolated from observed gravity values.
 LW0710
 LW0710;                    North         East    Units  Estimated Accuracy
 LW0710;SPC CT       -   208,550.      368,230.      MT  (+/- 180 meters Scaled)
 LW0710
 LW0710                          SUPERSEDED SURVEY CONTROL
 LW0710
 LW0710  NGVD 29 (??/??/92)    4.792  (m)           15.72   (f) ADJ UNCH    1 1
 LW0710
 LW0710.Superseded values are not recommended for survey control.
 LW0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0710.See file dsdata.txt to determine how the superseded data were derived.
 LW0710
 LW0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF496804(NAD 83)
 LW0710_MARKER: DB = BENCH MARK DISK
 LW0710_SETTING: 66 = SET IN ROCK OUTCROP
 LW0710_SP_SET: ROCKCUT
 LW0710_STAMPING: U 37 1965
 LW0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0710+STABILITY: POSITION/ELEVATION WELL
 LW0710
 LW0710  HISTORY     - Date     Condition        Report By
 LW0710  HISTORY     - 1965     MONUMENTED       CGS
 LW0710  HISTORY     - 1984     GOOD             USPSQD
 LW0710  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LW0710  HISTORY     - 19901227 GOOD             USPSQD
 LW0710  HISTORY     - 20000107 GOOD             USPSQD
 LW0710
 LW0710                          STATION DESCRIPTION
 LW0710
 LW0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0710'1.2 MI NE FROM NOANK.
 LW0710'1.2 MILES NORTHEAST ALONG STATE HIGHWAY 215 FROM THE OVERPASS
 LW0710'OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT NOANK,
 LW0710'190 FEET SOUTHWEST OF THE CENTER LINE OF FISHTOWN ROAD, SET ON THE
 LW0710'TOP OF THE NORTHEAST END OF A 50-FOOT LONG ROCK CUT, AT THE
 LW0710'OUTSIDE OF A CURVE, 21.5 FEET NORTHWEST OF THE CENTER LINE OF
 LW0710'THE HIGHWAY, 6 1/2 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 LW0710'CUT AND 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0710
 LW0710                          STATION RECOVERY (1984)
 LW0710
 LW0710'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0710'RECOVERED IN GOOD CONDITION.
 LW0710
 LW0710                          STATION RECOVERY (1987)
 LW0710
 LW0710'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0710'MARK NOT FOUND.
 LW0710
 LW0710                          STATION RECOVERY (1990)
 LW0710
 LW0710'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0710'RECOVERED IN GOOD CONDITION.
 LW0710
 LW0710                          STATION RECOVERY (2000)
 LW0710
 LW0710'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0168 ***********************************************************************
 LX0168  DESIGNATION -  U 38
 LX0168  PID         -  LX0168
 LX0168  STATE/COUNTY-  CT/NEW LONDON
 LX0168  USGS QUAD   -  NEW LONDON (1984)
 LX0168
 LX0168                         *CURRENT SURVEY CONTROL
 LX0168  ___________________________________________________________________
 LX0168* NAD 83(1986)-  41 21 39.     (N)    072 03 54.     (W)     SCALED    
 LX0168* NAVD 88     -        34.063  (meters)     111.75   (feet)  ADJUSTED  
 LX0168  ___________________________________________________________________
 LX0168  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0168  DYNAMIC HT  -          34.051 (meters)     111.72  (feet)  COMP
 LX0168  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 LX0168
 LX0168  VERT ORDER  -  FIRST     CLASS I
 LX0168
 LX0168.The horizontal coordinates were scaled from a topographic map and have
 LX0168.an estimated accuracy of +/- 6 seconds.
 LX0168
 LX0168.The orthometric height was determined by differential leveling
 LX0168.and adjusted by the National Geodetic Survey in June 1991..
 LX0168
 LX0168.The geoid height was determined by GEOID03.
 LX0168
 LX0168.The dynamic height is computed by dividing the NAVD 88
 LX0168.geopotential number by the normal gravity value computed on the
 LX0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0168.degrees latitude (g = 980.6199 gals.).
 LX0168
 LX0168.The modeled gravity was interpolated from observed gravity values.
 LX0168
 LX0168;                    North         East    Units  Estimated Accuracy
 LX0168;SPC CT       -   211,210.      362,120.      MT  (+/- 180 meters Scaled)
 LX0168
 LX0168                          SUPERSEDED SURVEY CONTROL
 LX0168
 LX0168  NGVD 29 (??/??/92)   34.354  (m)          112.71   (f) ADJ UNCH    1 1
 LX0168
 LX0168.Superseded values are not recommended for survey control.
 LX0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0168.See file dsdata.txt to determine how the superseded data were derived.
 LX0168
 LX0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL455829(NAD 83)
 LX0168_MARKER: DB = BENCH MARK DISK
 LX0168_SETTING: 66 = SET IN ROCK OUTCROP
 LX0168_SP_SET: BEDROCK
 LX0168_STAMPING: U 38 1965
 LX0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0168+STABILITY: POSITION/ELEVATION WELL
 LX0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0168+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0168
 LX0168  HISTORY     - Date     Condition        Report By
 LX0168  HISTORY     - 1965     MONUMENTED       CGS
 LX0168  HISTORY     - 1983     GOOD             USPSQD
 LX0168  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0168  HISTORY     - 1989     GOOD             USPSQD
 LX0168  HISTORY     - 20000104 GOOD             USPSQD
 LX0168  HISTORY     - 20010415 GOOD             USPSQD
 LX0168
 LX0168                          STATION DESCRIPTION
 LX0168
 LX0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0168'1.4 MI NW FROM GROTON.
 LX0168'ABOUT 1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 LX0168'OFFICE AT GROTON, NEAR THE INTERSECTION OF THE HIGHWAY AND
 LX0168'WINTHROP DRIVE, 200 FEET SOUTH OF THE JUNCTION OF BOARD STREET
 LX0168'AND THE HIGHWAY, SET ON THE TOP OF THE HIGHEST PART OF A 20-BY-6
 LX0168'FOOT EXPOSED BEDROCK, 59 FEET NORTH OF THE CENTER LINE OF
 LX0168'WINTHROP DRIVE, 12 FEET EAST OF THE EAST CURB OF THE HIGHWAY,
 LX0168'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK
 LX0168'MAY BE REACHED BY GOING 1.0 MILE SOUTHEAST AND EAST ALONG BRIDGE
 LX0168'STREET AND BROAD STREET FROM THE INTERSECTION OF FAIRVIEW
 LX0168'AVENUE AT GROTON.
 LX0168
 LX0168                          STATION RECOVERY (1983)
 LX0168
 LX0168'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0168'RECOVERED IN GOOD CONDITION.
 LX0168
 LX0168                          STATION RECOVERY (1988)
 LX0168
 LX0168'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0168'MARK NOT FOUND.
 LX0168
 LX0168                          STATION RECOVERY (1989)
 LX0168
 LX0168'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0168'RECOVERED IN GOOD CONDITION.
 LX0168
 LX0168                          STATION RECOVERY (2000)
 LX0168
 LX0168'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0168'RECOVERED IN GOOD CONDITION.
 LX0168
 LX0168                          STATION RECOVERY (2001)
 LX0168
 LX0168'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0471 ***********************************************************************
 LX0471  DESIGNATION -  U 4
 LX0471  PID         -  LX0471
 LX0471  STATE/COUNTY-  CT/MIDDLESEX
 LX0471  USGS QUAD   -  CLINTON (1984)
 LX0471
 LX0471                         *CURRENT SURVEY CONTROL
 LX0471  ___________________________________________________________________
 LX0471* NAD 83(1986)-  41 16 46.     (N)    072 31 41.     (W)     SCALED    
 LX0471* NAVD 88     -         7.446  (meters)      24.43   (feet)  ADJUSTED  
 LX0471  ___________________________________________________________________
 LX0471  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX0471  DYNAMIC HT  -           7.444 (meters)      24.42  (feet)  COMP
 LX0471  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX0471
 LX0471  VERT ORDER  -  FIRST     CLASS I
 LX0471
 LX0471.The horizontal coordinates were scaled from a topographic map and have
 LX0471.an estimated accuracy of +/- 6 seconds.
 LX0471
 LX0471.The orthometric height was determined by differential leveling
 LX0471.and adjusted by the National Geodetic Survey in June 1991..
 LX0471
 LX0471.The geoid height was determined by GEOID03.
 LX0471
 LX0471.The dynamic height is computed by dividing the NAVD 88
 LX0471.geopotential number by the normal gravity value computed on the
 LX0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0471.degrees latitude (g = 980.6199 gals.).
 LX0471
 LX0471.The modeled gravity was interpolated from observed gravity values.
 LX0471
 LX0471;                    North         East    Units  Estimated Accuracy
 LX0471;SPC CT       -   201,970.      323,400.      MT  (+/- 180 meters Scaled)
 LX0471
 LX0471                          SUPERSEDED SURVEY CONTROL
 LX0471
 LX0471  NGVD 29 (??/??/92)    7.768  (m)           25.49   (f) ADJ UNCH    1 1
 LX0471
 LX0471.Superseded values are not recommended for survey control.
 LX0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0471.See file dsdata.txt to determine how the superseded data were derived.
 LX0471
 LX0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL070727(NAD 83)
 LX0471_MARKER: DB = BENCH MARK DISK
 LX0471_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0471_SP_SET: ABUTMENT
 LX0471_STAMPING: ELEV 25.486 FT U 4 1922
 LX0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0471
 LX0471  HISTORY     - Date     Condition        Report By
 LX0471  HISTORY     - 1922     MONUMENTED       CGS
 LX0471  HISTORY     - 1965     GOOD             NGS
 LX0471  HISTORY     - 1974     GOOD             CTGS
 LX0471  HISTORY     - 19970403 MARK NOT FOUND   USPSQD
 LX0471  HISTORY     - 19981106 GOOD             USPSQD
 LX0471
 LX0471                          STATION DESCRIPTION
 LX0471
 LX0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0471'AT CLINTON.
 LX0471'AT CLINTON, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0471'ABOUT 0.1 MILE NORTHWEST ALONG MAIN AND HILL STREET FROM THE
 LX0471'POST OFFICE AT CLINTON, SET ON THE TOP OF THE SOUTH END OF THE
 LX0471'WEST CONCRETE ABUTMENT OF THE OVERPASS OVER HILL STREET, 14 FEET
 LX0471'SOUTH OF THE SOUTH RAIL, AND 1/2 FOOT ABOVE THE LEVEL OF THE
 LX0471'TRACK.
 LX0471
 LX0471                          STATION RECOVERY (1974)
 LX0471
 LX0471'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0471'RECOVERED IN GOOD CONDITION.
 LX0471
 LX0471                          STATION RECOVERY (1997)
 LX0471
 LX0471'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0471'MARK NOT FOUND.
 LX0471
 LX0471                          STATION RECOVERY (1998)
 LX0471
 LX0471'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3578 ***********************************************************************
 DH3578  DESIGNATION -  U 477
 DH3578  PID         -  DH3578
 DH3578  STATE/COUNTY-  CT/LITCHFIELD
 DH3578  USGS QUAD   -  SHARON (1969)
 DH3578
 DH3578                         *CURRENT SURVEY CONTROL
 DH3578  ___________________________________________________________________
 DH3578* NAD 83(1986)-  41 57 25.     (N)    073 27 30.     (W)     SCALED    
 DH3578* NAVD 88     -       249.727  (meters)     819.31   (feet)  ADJUSTED  
 DH3578  ___________________________________________________________________
 DH3578  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 DH3578  DYNAMIC HT  -         249.639 (meters)     819.02  (feet)  COMP
 DH3578  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 DH3578
 DH3578  VERT ORDER  -  SECOND    CLASS II
 DH3578
 DH3578.The horizontal coordinates were scaled from a topographic map and have
 DH3578.an estimated accuracy of +/- 6 seconds.
 DH3578
 DH3578.The orthometric height was determined by differential leveling
 DH3578.and adjusted by the National Geodetic Survey in June 2005..
 DH3578
 DH3578.The geoid height was determined by GEOID03.
 DH3578
 DH3578.The dynamic height is computed by dividing the NAVD 88
 DH3578.geopotential number by the normal gravity value computed on the
 DH3578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3578.degrees latitude (g = 980.6199 gals.).
 DH3578
 DH3578.The modeled gravity was interpolated from observed gravity values.
 DH3578
 DH3578;                    North         East    Units  Estimated Accuracy
 DH3578;SPC CT       -   277,430.      246,080.      MT  (+/- 180 meters Scaled)
 DH3578
 DH3578                          SUPERSEDED SURVEY CONTROL
 DH3578
 DH3578.No superseded survey control is available for this station.
 DH3578
 DH3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM277461(NAD 83)
 DH3578_MARKER: DD = SURVEY DISK
 DH3578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH3578_SP_SET: HEADWALL
 DH3578_STAMPING: U 477 2004
 DH3578_MARK LOGO: NYDT  
 DH3578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3578+STABILITY: SURFACE MOTION
 DH3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3578+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 DH3578
 DH3578  HISTORY     - Date     Condition        Report By
 DH3578  HISTORY     - 20040924 MONUMENTED       NYDT
 DH3578
 DH3578                          STATION DESCRIPTION
 DH3578
 DH3578'DESCRIBED BY NY DEPT OF TRANSP 2004 (DES)
 DH3578'DESCRIBED BY MJ ENGINEERING AND LAND SURVEYING PC (2004) THE STATION
 DH3578'IS LOCATED IN THE EASTERLY END OF A CONCRETE HEADWALL. IT IS 8.3
 DH3578'METERS WESTERLY OF CENTERLINE INDIAN MOUNTAIN ROAD AND 62.0 METERS
 DH3578'SOUTHERLY OF CENTERLINE US HIGHWAY 44. TO REACH THE STATION FROM THE
 DH3578'JUNCTION OF US HIGHWAY 44 AND STATE HIGHWAY 22 IN THE CENTER OF THE
 DH3578'VILLAGE OF MILLERTON, PROCEED EASTERLY ALONG US HIGHWAY 44
 DH3578'APPROXIMATELY 2.95 MILES (4.7KM) TO INTERSECTION WITH INDIAN MOUNTAIN
 DH3578'ROAD TURN RIGHT ON INDIAN MOUNTAIN ROAD 0.04 MILES (0.06KM) TO STATION
 DH3578'ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0141 ***********************************************************************
 LX0141  DESIGNATION -  U 5
 LX0141  PID         -  LX0141
 LX0141  STATE/COUNTY-  CT/NEW LONDON
 LX0141  USGS QUAD   -  NIANTIC (1983)
 LX0141
 LX0141                         *CURRENT SURVEY CONTROL
 LX0141  ___________________________________________________________________
 LX0141* NAD 83(1986)-  41 20 05.     (N)    072 08 17.     (W)     SCALED    
 LX0141* NAVD 88     -        13.509  (meters)      44.32   (feet)  ADJUSTED  
 LX0141  ___________________________________________________________________
 LX0141  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX0141  DYNAMIC HT  -          13.504 (meters)      44.30  (feet)  COMP
 LX0141  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LX0141
 LX0141  VERT ORDER  -  FIRST     CLASS I
 LX0141
 LX0141.The horizontal coordinates were scaled from a topographic map and have
 LX0141.an estimated accuracy of +/- 6 seconds.
 LX0141
 LX0141.The orthometric height was determined by differential leveling
 LX0141.and adjusted by the National Geodetic Survey in June 1991..
 LX0141
 LX0141.The geoid height was determined by GEOID03.
 LX0141
 LX0141.The dynamic height is computed by dividing the NAVD 88
 LX0141.geopotential number by the normal gravity value computed on the
 LX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0141.degrees latitude (g = 980.6199 gals.).
 LX0141
 LX0141.The modeled gravity was interpolated from observed gravity values.
 LX0141
 LX0141;                    North         East    Units  Estimated Accuracy
 LX0141;SPC CT       -   208,270.      356,020.      MT  (+/- 180 meters Scaled)
 LX0141
 LX0141                          SUPERSEDED SURVEY CONTROL
 LX0141
 LX0141  NGVD 29 (??/??/92)   13.812  (m)           45.31   (f) ADJ UNCH    1 1
 LX0141
 LX0141.Superseded values are not recommended for survey control.
 LX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0141.See file dsdata.txt to determine how the superseded data were derived.
 LX0141
 LX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL394798(NAD 83)
 LX0141_MARKER: DB = BENCH MARK DISK
 LX0141_SETTING: 80 = SET IN A BOULDER
 LX0141_SP_SET: BOULDER
 LX0141_STAMPING: U 5 ELV 45.315 FT 1922
 LX0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0141+STABILITY: SURFACE MOTION
 LX0141
 LX0141  HISTORY     - Date     Condition        Report By
 LX0141  HISTORY     - 1922     MONUMENTED       CGS
 LX0141  HISTORY     - 1965     GOOD             NGS
 LX0141  HISTORY     - 1988     GOOD             USPSQD
 LX0141  HISTORY     - 1989     GOOD             USPSQD
 LX0141  HISTORY     - 19901206 GOOD             USPSQD
 LX0141
 LX0141                          STATION DESCRIPTION
 LX0141
 LX0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0141'AT WATERFORD.
 LX0141'AT WATERFORD, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0141'RAILROAD, NEAR THE STATE HIGHWAY 213 OVERPASS, SET ON THE TOP
 LX0141'OF A 5-BY-4-FOOT BOULDER WHICH PROJECTS 3 1/2 FEET ABOVE THE
 LX0141'LEVEL OF THE GROUND, 199 YARDS WEST OF THE HIGHWAY OVERPASS,
 LX0141'11.6 FEET NORTH OF THE NORTH RAIL, 6 FEET NORTHWEST OF THE
 LX0141'SOUTHWEST CORNER OF A RETAINING WALL AND 2 1/2 FEET ABOVE THE
 LX0141'LEVEL OF THE TRACK.
 LX0141
 LX0141                          STATION RECOVERY (1988)
 LX0141
 LX0141'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0141'RECOVERED IN GOOD CONDITION.
 LX0141
 LX0141                          STATION RECOVERY (1989)
 LX0141
 LX0141'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0141'RECOVERED IN GOOD CONDITION.
 LX0141
 LX0141                          STATION RECOVERY (1990)
 LX0141
 LX0141'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1663 ***********************************************************************
 LX1663  DESIGNATION -  U 50
 LX1663  PID         -  LX1663
 LX1663  STATE/COUNTY-  CT/HARTFORD
 LX1663  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1663
 LX1663                         *CURRENT SURVEY CONTROL
 LX1663  ___________________________________________________________________
 LX1663* NAD 83(1986)-  41 45 47.     (N)    072 41 08.     (W)     SCALED    
 LX1663* NAVD 88     -        16.374  (meters)      53.72   (feet)  ADJUSTED  
 LX1663  ___________________________________________________________________
 LX1663  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX1663  DYNAMIC HT  -          16.369 (meters)      53.70  (feet)  COMP
 LX1663  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 LX1663  OBS GRAVITY -     980,326.7   (mgal)                       GRAV_OBS
 LX1663
 LX1663  VERT ORDER  -  FIRST     CLASS II
 LX1663
 LX1663.The horizontal coordinates were scaled from a topographic map and have
 LX1663.an estimated accuracy of +/- 6 seconds.
 LX1663
 LX1663.The orthometric height was determined by differential leveling
 LX1663.and adjusted by the National Geodetic Survey in June 1991..
 LX1663.WARNING-Repeat measurements at this control monument indicate possible
 LX1663.vertical movement.
 LX1663
 LX1663.The geoid height was determined by GEOID03.
 LX1663
 LX1663.The dynamic height is computed by dividing the NAVD 88
 LX1663.geopotential number by the normal gravity value computed on the
 LX1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1663.degrees latitude (g = 980.6199 gals.).
 LX1663
 LX1663.The modeled gravity was interpolated from observed gravity values.
 LX1663.The observed gravity was obtained from relative gravimeter ties
 LX1663.to the IGSN71 gravity network.
 LX1663
 LX1663;                    North         East    Units  Estimated Accuracy
 LX1663;SPC CT       -   255,660.      310,160.      MT  (+/- 180 meters Scaled)
 LX1663
 LX1663                          SUPERSEDED SURVEY CONTROL
 LX1663
 LX1663.No superseded survey control is available for this station.
 LX1663
 LX1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM923260(NAD 83)
 LX1663_MARKER: DB = BENCH MARK DISK
 LX1663_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX1663_SP_SET: FOUNDATION
 LX1663_STAMPING: U 50 1978
 LX1663_MARK LOGO: NGS   
 LX1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1663+STABILITY: POSITION/ELEVATION WELL
 LX1663
 LX1663  HISTORY     - Date     Condition        Report By
 LX1663  HISTORY     - 1978     MONUMENTED       NGS
 LX1663  HISTORY     - 1982     GOOD             NGS
 LX1663  HISTORY     - 1984     GOOD             NGS
 LX1663  HISTORY     - 1986     GOOD             NGS
 LX1663
 LX1663                          STATION DESCRIPTION
 LX1663
 LX1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1663'IN HARTFORD.
 LX1663'0.55 MILE SOUTH ALONG HIGH AND TRINITY STREET FROM THE POST OFFICE,
 LX1663'FEDERAL BUILDING IN HARTFORD TO THE JUNCTION OF TRINITY STREET AND
 LX1663'CAPITOL AVENUE, THENCE 0.2 MILE WEST ALONG CAPITOL AVENUE TO THE
 LX1663'MARK ON THE LEFT SET IN THE FOUNDATION AT THE NORTHWEST ENTRANCE
 LX1663'TO THE LUTHERAN CHURCH, DIRECTLY ACROSS AVENUE FROM THE STATE ARMORY
 LX1663'BUILDING, 30 FEET SOUTH OF THE SOUTH CURB OF CAPITOL AVENUE, 10.5
 LX1663'FEET NORTHWEST OF THE CENTER HAND RAIL AND ENTRANCE TO THE CHURCH,
 LX1663'1 FOOT NORTH OF THE NORTHWEST FACE OF THE CHURCH.
 LX1663
 LX1663                          STATION RECOVERY (1982)
 LX1663
 LX1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX1663'RECOVERED IN GOOD CONDITION.
 LX1663
 LX1663                          STATION RECOVERY (1984)
 LX1663
 LX1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1663'RECOVERED IN GOOD CONDITION.
 LX1663
 LX1663                          STATION RECOVERY (1986)
 LX1663
 LX1663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX1663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1637 ***********************************************************************
 LX1637  DESIGNATION -  U 51
 LX1637  PID         -  LX1637
 LX1637  STATE/COUNTY-  CT/NEW HAVEN
 LX1637  USGS QUAD   -  MERIDEN (1992)
 LX1637
 LX1637                         *CURRENT SURVEY CONTROL
 LX1637  ___________________________________________________________________
 LX1637* NAD 83(1986)-  41 30 20.     (N)    072 48 38.     (W)     SCALED    
 LX1637* NAVD 88     -        67.808  (meters)     222.47   (feet)  ADJUSTED  
 LX1637  ___________________________________________________________________
 LX1637  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX1637  DYNAMIC HT  -          67.787 (meters)     222.40  (feet)  COMP
 LX1637  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 LX1637
 LX1637  VERT ORDER  -  FIRST     CLASS II
 LX1637
 LX1637.The horizontal coordinates were scaled from a topographic map and have
 LX1637.an estimated accuracy of +/- 6 seconds.
 LX1637
 LX1637.The orthometric height was determined by differential leveling
 LX1637.and adjusted by the National Geodetic Survey in June 1991..
 LX1637
 LX1637.The geoid height was determined by GEOID03.
 LX1637
 LX1637.The dynamic height is computed by dividing the NAVD 88
 LX1637.geopotential number by the normal gravity value computed on the
 LX1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1637.degrees latitude (g = 980.6199 gals.).
 LX1637
 LX1637.The modeled gravity was interpolated from observed gravity values.
 LX1637
 LX1637;                    North         East    Units  Estimated Accuracy
 LX1637;SPC CT       -   227,060.      299,750.      MT  (+/- 180 meters Scaled)
 LX1637
 LX1637                          SUPERSEDED SURVEY CONTROL
 LX1637
 LX1637.No superseded survey control is available for this station.
 LX1637
 LX1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL827971(NAD 83)
 LX1637_MARKER: DB = BENCH MARK DISK
 LX1637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LX1637_STAMPING: U 51 1978
 LX1637_MARK LOGO: NGS   
 LX1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1637
 LX1637  HISTORY     - Date     Condition        Report By
 LX1637  HISTORY     - 1978     MONUMENTED       NGS
 LX1637  HISTORY     - 1985     GOOD             NGS
 LX1637
 LX1637                          STATION DESCRIPTION
 LX1637
 LX1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1637'2.15 MILE SW FROM MERIDEN.
 LX1637'2.15 MILES SOUTHWEST ALONG STATE HIGHWAY 5, FROM THE COMMEMORATIVE
 LX1637'WORLD WAR MONUMENT AT THE JUNCTION OF HIGHWAY 5 AND EAST AND WEST
 LX1637'MAIN STREET IN MERIDEN, TO THE MARK ON THE RIGHT, SET DIRECTLY
 LX1637'ACROSS THE HIGHWAY FROM THE STATE NATIONAL BANK OF CONNECTICUT,
 LX1637'3 FEET NORTHWEST OF POWER POLE NUMBER 6283 WITH STREET LIGHT AND
 LX1637'2 GUY WIRES, 4 FEET SOUTHEAST OF GUY WIRE, 20 FEET SOUTHWEST OF
 LX1637'GUY WIRE, 44 FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 5, ROD
 LX1637'DRIVEN TO REFUSAL.
 LX1637
 LX1637                          STATION RECOVERY (1985)
 LX1637
 LX1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1997 ***********************************************************************
 LX1997  DESIGNATION -  U 53
 LX1997  PID         -  LX1997
 LX1997  STATE/COUNTY-  CT/LITCHFIELD
 LX1997  USGS QUAD   -  WINSTED (1984)
 LX1997
 LX1997                         *CURRENT SURVEY CONTROL
 LX1997  ___________________________________________________________________
 LX1997* NAD 83(1986)-  41 57 29.     (N)    073 07 06.     (W)     SCALED    
 LX1997* NAVD 88     -       332.686  (meters)    1091.49   (feet)  ADJUSTED  
 LX1997  ___________________________________________________________________
 LX1997  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 LX1997  DYNAMIC HT  -         332.572 (meters)    1091.11  (feet)  COMP
 LX1997  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 LX1997
 LX1997  VERT ORDER  -  FIRST     CLASS II
 LX1997
 LX1997.The horizontal coordinates were scaled from a topographic map and have
 LX1997.an estimated accuracy of +/- 6 seconds.
 LX1997
 LX1997.The orthometric height was determined by differential leveling
 LX1997.and adjusted by the National Geodetic Survey in June 1991..
 LX1997
 LX1997.The geoid height was determined by GEOID03.
 LX1997
 LX1997.The dynamic height is computed by dividing the NAVD 88
 LX1997.geopotential number by the normal gravity value computed on the
 LX1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1997.degrees latitude (g = 980.6199 gals.).
 LX1997
 LX1997.The modeled gravity was interpolated from observed gravity values.
 LX1997
 LX1997;                    North         East    Units  Estimated Accuracy
 LX1997;SPC CT       -   277,380.      274,260.      MT  (+/- 180 meters Scaled)
 LX1997
 LX1997                          SUPERSEDED SURVEY CONTROL
 LX1997
 LX1997.No superseded survey control is available for this station.
 LX1997
 LX1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM559468(NAD 83)
 LX1997_MARKER: DB = BENCH MARK DISK
 LX1997_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1997_SP_SET: HEADWALL
 LX1997_STAMPING: U 53 1984
 LX1997_MARK LOGO: NGS   
 LX1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1997+STABILITY: SURFACE MOTION
 LX1997
 LX1997  HISTORY     - Date     Condition        Report By
 LX1997  HISTORY     - 1984     MONUMENTED       NGS
 LX1997
 LX1997                          STATION DESCRIPTION
 LX1997
 LX1997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1997'6.7 KM (4.15 MI) WNW FROM WINSTED.
 LX1997'6.7 KM (4.15 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX1997'OFFICE IN WINSTED TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF
 LX1997'THE EAST HEADWALL OF A BOX CULVERT, 19.65 METERS (64.5 FT) WEST OF THE
 LX1997'CENTERLINE OF THE HIGHWAY, 28.34 METERS (93.0 FT) WEST-NORTHWEST AND
 LX1997'ACROSS THE HIGHWAY FROM POWER POLE 4669, 10.36 METERS (34.0 FT)
 LX1997'NORTHWEST OF A 36-CM (14-INCH) MAPLE TREE.
 LX1997'THE MARK IS 1.21 METERS  W FROM A WITNESS POST.
 LX1997'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1878 ***********************************************************************
 LX1878  DESIGNATION -  U 54
 LX1878  PID         -  LX1878
 LX1878  STATE/COUNTY-  CT/FAIRFIELD
 LX1878  USGS QUAD   -  BETHEL (1984)
 LX1878
 LX1878                         *CURRENT SURVEY CONTROL
 LX1878  ___________________________________________________________________
 LX1878* NAD 83(1986)-  41 16 49.     (N)    073 26 41.     (W)     SCALED    
 LX1878* NAVD 88     -       114.917  (meters)     377.02   (feet)  ADJUSTED  
 LX1878  ___________________________________________________________________
 LX1878  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1878  DYNAMIC HT  -         114.878 (meters)     376.90  (feet)  COMP
 LX1878  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 LX1878
 LX1878  VERT ORDER  -  FIRST     CLASS II
 LX1878
 LX1878.The horizontal coordinates were scaled from a topographic map and have
 LX1878.an estimated accuracy of +/- 6 seconds.
 LX1878
 LX1878.The orthometric height was determined by differential leveling
 LX1878.and adjusted by the National Geodetic Survey in June 1991..
 LX1878
 LX1878.The geoid height was determined by GEOID03.
 LX1878
 LX1878.The dynamic height is computed by dividing the NAVD 88
 LX1878.geopotential number by the normal gravity value computed on the
 LX1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1878.degrees latitude (g = 980.6199 gals.).
 LX1878
 LX1878.The modeled gravity was interpolated from observed gravity values.
 LX1878
 LX1878;                    North         East    Units  Estimated Accuracy
 LX1878;SPC CT       -   202,270.      246,600.      MT  (+/- 180 meters Scaled)
 LX1878
 LX1878                          SUPERSEDED SURVEY CONTROL
 LX1878
 LX1878.No superseded survey control is available for this station.
 LX1878
 LX1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL302710(NAD 83)
 LX1878_MARKER: DB = BENCH MARK DISK
 LX1878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1878_SP_SET: HEADWALL OF CULVERT
 LX1878_STAMPING: U 54 1984
 LX1878_MARK LOGO: NGS   
 LX1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1878+STABILITY: SURFACE MOTION
 LX1878
 LX1878  HISTORY     - Date     Condition        Report By
 LX1878  HISTORY     - 1984     MONUMENTED       NGS
 LX1878
 LX1878                          STATION DESCRIPTION
 LX1878
 LX1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1878'5.6 KM (3.45 MI) SE FROM RIDGEFIELD.
 LX1878'5.6 KM (3.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1878'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE LEFT, AND ACROSS THE
 LX1878'HIGHWAY FROM REDDING VETERINARY HOSPITAL AND ALL SEASONS POWER
 LX1878'EQUIPMENT COMPANY, IN TOP OF THE SOUTHEAST END OF A CONCRETE HEADWALL
 LX1878'FOR A CULVERT UNDER THE HIGHWAY, 4.88 METERS (16.0 FT) EAST OF THE
 LX1878'CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FT) NORTH OF THE SOUTH END
 LX1878'OF THE HEADWALL.
 LX1878'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 LX1878'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2035 ***********************************************************************
 LX2035  DESIGNATION -  U 55
 LX2035  PID         -  LX2035
 LX2035  STATE/COUNTY-  CT/HARTFORD
 LX2035  USGS QUAD   -  TARIFFVILLE (1984)
 LX2035
 LX2035                         *CURRENT SURVEY CONTROL
 LX2035  ___________________________________________________________________
 LX2035* NAD 83(1986)-  41 56 58.     (N)    072 45 05.     (W)     SCALED    
 LX2035* NAVD 88     -        79.817  (meters)     261.87   (feet)  ADJUSTED  
 LX2035  ___________________________________________________________________
 LX2035  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX2035  DYNAMIC HT  -          79.794 (meters)     261.79  (feet)  COMP
 LX2035  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 LX2035
 LX2035  VERT ORDER  -  FIRST     CLASS II
 LX2035
 LX2035.The horizontal coordinates were scaled from a topographic map and have
 LX2035.an estimated accuracy of +/- 6 seconds.
 LX2035
 LX2035.The orthometric height was determined by differential leveling
 LX2035.and adjusted by the National Geodetic Survey in June 1991..
 LX2035
 LX2035.The geoid height was determined by GEOID03.
 LX2035
 LX2035.The dynamic height is computed by dividing the NAVD 88
 LX2035.geopotential number by the normal gravity value computed on the
 LX2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2035.degrees latitude (g = 980.6199 gals.).
 LX2035
 LX2035.The modeled gravity was interpolated from observed gravity values.
 LX2035
 LX2035;                    North         East    Units  Estimated Accuracy
 LX2035;SPC CT       -   276,360.      304,690.      MT  (+/- 180 meters Scaled)
 LX2035
 LX2035                          SUPERSEDED SURVEY CONTROL
 LX2035
 LX2035.No superseded survey control is available for this station.
 LX2035
 LX2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM863466(NAD 83)
 LX2035_MARKER: I = METAL ROD
 LX2035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2035_SP_SET: STAINLESS STEEL ROD
 LX2035_STAMPING: U 55 1984
 LX2035_MARK LOGO: NGS   
 LX2035_PROJECTION: FLUSH
 LX2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2035_ROD/PIPE-DEPTH: 12.8 meters
 LX2035
 LX2035  HISTORY     - Date     Condition        Report By
 LX2035  HISTORY     - 1984     MONUMENTED       NGS
 LX2035
 LX2035                          STATION DESCRIPTION
 LX2035
 LX2035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2035'2.3 KM (1.45 MI) WEST FROM EAST GRANBY.
 LX2035'2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 LX2035'STATE HIGHWAY 187 IN EAST GRANBY TO THE MARK ON THE RIGHT, AT THE
 LX2035'JUNCTION OF HORSESHOE DRIVE ON THE NORTH SIDE OF POWER POLE 80K 35,
 LX2035'7.62 METERS (25.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.10
 LX2035'METERS (43.0 FT) WEST OF THE CENTER OF HORSESHOE DRIVE, 1.37 METERS
 LX2035'(4.5 FT) NORTH OF POWER POLE 80K 35.
 LX2035'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX2035'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1688 ***********************************************************************
 LW1688  DESIGNATION -  U 56
 LW1688  PID         -  LW1688
 LW1688  STATE/COUNTY-  CT/WINDHAM
 LW1688  USGS QUAD   -  DANIELSON (1970)
 LW1688
 LW1688                         *CURRENT SURVEY CONTROL
 LW1688  ___________________________________________________________________
 LW1688* NAD 83(1986)-  41 51 16.     (N)    071 52 56.     (W)     SCALED    
 LW1688* NAVD 88     -        90.410  (meters)     296.62   (feet)  ADJUSTED  
 LW1688  ___________________________________________________________________
 LW1688  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LW1688  DYNAMIC HT  -          90.379 (meters)     296.52  (feet)  COMP
 LW1688  MODELED GRAV-     980,281.2   (mgal)                       NAVD 88
 LW1688
 LW1688  VERT ORDER  -  FIRST     CLASS II
 LW1688
 LW1688.The horizontal coordinates were scaled from a topographic map and have
 LW1688.an estimated accuracy of +/- 6 seconds.
 LW1688
 LW1688.The orthometric height was determined by differential leveling
 LW1688.and adjusted by the National Geodetic Survey in June 1991..
 LW1688
 LW1688.The geoid height was determined by GEOID03.
 LW1688
 LW1688.The dynamic height is computed by dividing the NAVD 88
 LW1688.geopotential number by the normal gravity value computed on the
 LW1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1688.degrees latitude (g = 980.6199 gals.).
 LW1688
 LW1688.The modeled gravity was interpolated from observed gravity values.
 LW1688
 LW1688;                    North         East    Units  Estimated Accuracy
 LW1688;SPC CT       -   266,170.      376,860.      MT  (+/- 180 meters Scaled)
 LW1688
 LW1688                          SUPERSEDED SURVEY CONTROL
 LW1688
 LW1688.No superseded survey control is available for this station.
 LW1688
 LW1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG607376(NAD 83)
 LW1688_MARKER: DB = BENCH MARK DISK
 LW1688_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LW1688_SP_SET: RETAINING WALL
 LW1688_STAMPING: U 56 1984
 LW1688_MARK LOGO: NGS   
 LW1688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW1688+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW1688
 LW1688  HISTORY     - Date     Condition        Report By
 LW1688  HISTORY     - 1984     MONUMENTED       NGS
 LW1688  HISTORY     - 19961207 GOOD             USPSQD
 LW1688  HISTORY     - 20051105 GOOD             GEOCAC
 LW1688
 LW1688                          STATION DESCRIPTION
 LW1688
 LW1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1688'1.1 KM (0.7 MI) NE FROM DAYVILLE.
 LW1688'1.1 KM (0.7 MI) NORTHWEST ALONG SOAP STREET FROM THE JUNCTION OF THE
 LW1688'PENN CENTRAL RAILROAD CROSSING IN DAYVILLE TO THE MARK ON THE RIGHT,
 LW1688'IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARD RAIL OF
 LW1688'THE BRIDGE OVER INTERSTATE 395, 7.46 METERS (24.5 FT) SOUTHEAST OF THE
 LW1688'CENTERLINE OF THE STREET, 12.50 METERS (41.0 FT) NORTHWEST OF POWER
 LW1688'POLE 813, 0.15 METER (0.5 FT) NORTHWEST OF THE SOUTHWEST END OF THE
 LW1688'CONCRETE GUARD RAIL OF THE BRIDGE.
 LW1688'THE MARK IS 0.91 M ABOVE STREET.
 LW1688
 LW1688                          STATION RECOVERY (1996)
 LW1688
 LW1688'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1688'RECOVERED IN GOOD CONDITION.
 LW1688
 LW1688                          STATION RECOVERY (2005)
 LW1688
 LW1688'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1920 ***********************************************************************
 LX1920  DESIGNATION -  U 57
 LX1920  PID         -  LX1920
 LX1920  STATE/COUNTY-  CT/LITCHFIELD
 LX1920  USGS QUAD   -  NEW MILFORD (1984)
 LX1920
 LX1920                         *CURRENT SURVEY CONTROL
 LX1920  ___________________________________________________________________
 LX1920* NAD 83(1986)-  41 34 28.     (N)    073 24 56.     (W)     SCALED    
 LX1920* NAVD 88     -        65.475  (meters)     214.81   (feet)  ADJUSTED  
 LX1920  ___________________________________________________________________
 LX1920  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX1920  DYNAMIC HT  -          65.453 (meters)     214.74  (feet)  COMP
 LX1920  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 LX1920
 LX1920  VERT ORDER  -  FIRST     CLASS II
 LX1920
 LX1920.The horizontal coordinates were scaled from a topographic map and have
 LX1920.an estimated accuracy of +/- 6 seconds.
 LX1920
 LX1920.The orthometric height was determined by differential leveling
 LX1920.and adjusted by the National Geodetic Survey in June 1991..
 LX1920
 LX1920.The geoid height was determined by GEOID03.
 LX1920
 LX1920.The dynamic height is computed by dividing the NAVD 88
 LX1920.geopotential number by the normal gravity value computed on the
 LX1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1920.degrees latitude (g = 980.6199 gals.).
 LX1920
 LX1920.The modeled gravity was interpolated from observed gravity values.
 LX1920
 LX1920;                    North         East    Units  Estimated Accuracy
 LX1920;SPC CT       -   234,920.      249,290.      MT  (+/- 180 meters Scaled)
 LX1920
 LX1920                          SUPERSEDED SURVEY CONTROL
 LX1920
 LX1920.No superseded survey control is available for this station.
 LX1920
 LX1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM320037(NAD 83)
 LX1920_MARKER: DB = BENCH MARK DISK
 LX1920_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1920_SP_SET: ABUTMENT
 LX1920_STAMPING: U 57 1984
 LX1920_MARK LOGO: NGS   
 LX1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1920
 LX1920  HISTORY     - Date     Condition        Report By
 LX1920  HISTORY     - 1984     MONUMENTED       NGS
 LX1920  HISTORY     - 1985     GOOD             NGS
 LX1920
 LX1920                          STATION DESCRIPTION
 LX1920
 LX1920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1920'IN NEW MILFORD.
 LX1920'IN NEW MILFORD, IN TOP OF THE SOUTHWEST ABUTMENT OF THE U.S. HIGHWAY
 LX1920'202 STATE HIGHWAY 67 BRIDGE OVER THE HOUSATONIC RIVER, 8.99 METERS
 LX1920'(29.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.31
 LX1920'(20.1 FT) NORTHEAST OF TELEPHONE POLE 5559S WITH STREET LAMP.
 LX1920'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX1920
 LX1920                          STATION RECOVERY (1985)
 LX1920
 LX1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1967 ***********************************************************************
 LX1967  DESIGNATION -  U 58
 LX1967  PID         -  LX1967
 LX1967  STATE/COUNTY-  CT/LITCHFIELD
 LX1967  USGS QUAD   -  CORNWALL (1984)
 LX1967
 LX1967                         *CURRENT SURVEY CONTROL
 LX1967  ___________________________________________________________________
 LX1967* NAD 83(1986)-  41 51 57.     (N)    073 22 11.     (W)     SCALED    
 LX1967* NAVD 88     -       158.536  (meters)     520.13   (feet)  ADJUSTED  
 LX1967  ___________________________________________________________________
 LX1967  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX1967  DYNAMIC HT  -         158.480 (meters)     519.95  (feet)  COMP
 LX1967  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 LX1967
 LX1967  VERT ORDER  -  FIRST     CLASS II
 LX1967
 LX1967.The horizontal coordinates were scaled from a topographic map and have
 LX1967.an estimated accuracy of +/- 6 seconds.
 LX1967
 LX1967.The orthometric height was determined by differential leveling
 LX1967.and adjusted by the National Geodetic Survey in June 1991..
 LX1967
 LX1967.The geoid height was determined by GEOID03.
 LX1967
 LX1967.The dynamic height is computed by dividing the NAVD 88
 LX1967.geopotential number by the normal gravity value computed on the
 LX1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1967.degrees latitude (g = 980.6199 gals.).
 LX1967
 LX1967.The modeled gravity was interpolated from observed gravity values.
 LX1967
 LX1967;                    North         East    Units  Estimated Accuracy
 LX1967;SPC CT       -   267,260.      253,350.      MT  (+/- 180 meters Scaled)
 LX1967
 LX1967                          SUPERSEDED SURVEY CONTROL
 LX1967
 LX1967.No superseded survey control is available for this station.
 LX1967
 LX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM353361(NAD 83)
 LX1967_MARKER: DB = BENCH MARK DISK
 LX1967_SETTING: 66 = SET IN ROCK OUTCROP
 LX1967_SP_SET: ROCK OUTCROP
 LX1967_STAMPING: U 58 1984
 LX1967_MARK LOGO: NGS   
 LX1967_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1967+STABILITY: POSITION/ELEVATION WELL
 LX1967
 LX1967  HISTORY     - Date     Condition        Report By
 LX1967  HISTORY     - 1984     MONUMENTED       NGS
 LX1967  HISTORY     - 1985     GOOD             NGS
 LX1967
 LX1967                          STATION DESCRIPTION
 LX1967
 LX1967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1967'6.3 KM (3.9 MI) NORTH FROM CORNWALL BRIDGE.
 LX1967'6.3 KM (3.9 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1967'CORNWALL BRIDGE TO THE MARK ON THE LEFT, NEAR THE BASE OF THE WATER
 LX1967'FALLS OF PINE SWAMP BROOK, 12.80 METERS (42.0 FT) WEST OF THE
 LX1967'CENTERLINE OF THE HIGHWAY, 2.74 METERS (9.0 FT) SOUTH OF THE CENTER OF
 LX1967'THE STREAM, 0.21 METER (0.7 FT) WEST OF THE EAST EDGE OF THE FIRST
 LX1967'FLAT AREA OF ROCK.
 LX1967'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 LX1967'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX1967
 LX1967                          STATION RECOVERY (1985)
 LX1967
 LX1967'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1943 ***********************************************************************
 LX1943  DESIGNATION -  U 59
 LX1943  PID         -  LX1943
 LX1943  STATE/COUNTY-  CT/LITCHFIELD
 LX1943  USGS QUAD   -  KENT (1971)
 LX1943
 LX1943                         *CURRENT SURVEY CONTROL
 LX1943  ___________________________________________________________________
 LX1943* NAD 83(1986)-  41 42 07.     (N)    073 29 30.     (W)     SCALED    
 LX1943* NAVD 88     -       111.624  (meters)     366.22   (feet)  ADJUSTED  
 LX1943  ___________________________________________________________________
 LX1943  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX1943  DYNAMIC HT  -         111.585 (meters)     366.09  (feet)  COMP
 LX1943  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LX1943
 LX1943  VERT ORDER  -  FIRST     CLASS II
 LX1943
 LX1943.The horizontal coordinates were scaled from a topographic map and have
 LX1943.an estimated accuracy of +/- 6 seconds.
 LX1943
 LX1943.The orthometric height was determined by differential leveling
 LX1943.and adjusted by the National Geodetic Survey in June 1991..
 LX1943
 LX1943.The geoid height was determined by GEOID03.
 LX1943
 LX1943.The dynamic height is computed by dividing the NAVD 88
 LX1943.geopotential number by the normal gravity value computed on the
 LX1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1943.degrees latitude (g = 980.6199 gals.).
 LX1943
 LX1943.The modeled gravity was interpolated from observed gravity values.
 LX1943
 LX1943;                    North         East    Units  Estimated Accuracy
 LX1943;SPC CT       -   249,130.      243,070.      MT  (+/- 180 meters Scaled)
 LX1943
 LX1943                          SUPERSEDED SURVEY CONTROL
 LX1943
 LX1943.No superseded survey control is available for this station.
 LX1943
 LX1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM255177(NAD 83)
 LX1943_MARKER: DB = BENCH MARK DISK
 LX1943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1943_SP_SET: HEADWALL
 LX1943_STAMPING: U 59 1984
 LX1943_MARK LOGO: NGS   
 LX1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1943+STABILITY: SURFACE MOTION
 LX1943
 LX1943  HISTORY     - Date     Condition        Report By
 LX1943  HISTORY     - 1984     MONUMENTED       NGS
 LX1943
 LX1943                          STATION DESCRIPTION
 LX1943
 LX1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1943'2.8 KM (1.75 MI) SOUTH FROM KENT.
 LX1943'2.8 KM (1.75 MI) SOUTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF STATE
 LX1943'HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, IN TOP OF AND CENTERED
 LX1943'OF THE NORTHWEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 4.27 METERS
 LX1943'(14.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.58 METER
 LX1943'(1.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 LX1943'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 LX1943'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0476 ***********************************************************************
 LX0476  DESIGNATION -  U 6
 LX0476  PID         -  LX0476
 LX0476  STATE/COUNTY-  CT/NEW HAVEN
 LX0476  USGS QUAD   -  BRANFORD (1984)
 LX0476
 LX0476                         *CURRENT SURVEY CONTROL
 LX0476  ___________________________________________________________________
 LX0476* NAD 83(1986)-  41 26 44.     (N)    072 49 47.     (W)     SCALED    
 LX0476* NAVD 88     -        23.954  (meters)      78.59   (feet)  POSTED    
 LX0476  ___________________________________________________________________
 LX0476  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX0476  DYNAMIC HT  -          23.950 (meters)      78.58  (feet)  COMP
 LX0476  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 LX0476
 LX0476  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0476
 LX0476.The horizontal coordinates were scaled from a topographic map and have
 LX0476.an estimated accuracy of +/- 6 seconds.
 LX0476
 LX0476.The orthometric height was determined by differential leveling
 LX0476.and adjusted by the National Geodetic Survey in 1992..
 LX0476.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0476.rate of 0.0 thru 1.0 mm/km.
 LX0476
 LX0476.The geoid height was determined by GEOID03.
 LX0476
 LX0476.The dynamic height is computed by dividing the NAVD 88
 LX0476.geopotential number by the normal gravity value computed on the
 LX0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0476.degrees latitude (g = 980.6199 gals.).
 LX0476
 LX0476.The modeled gravity was interpolated from observed gravity values.
 LX0476
 LX0476;                    North         East    Units  Estimated Accuracy
 LX0476;SPC CT       -   220,400.      298,140.      MT  (+/- 180 meters Scaled)
 LX0476
 LX0476                          SUPERSEDED SURVEY CONTROL
 LX0476
 LX0476  NGVD 29 (??/??/92)   24.259  (m)           79.59   (f) ADJ UNCH    1 2
 LX0476
 LX0476.Superseded values are not recommended for survey control.
 LX0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0476.See file dsdata.txt to determine how the superseded data were derived.
 LX0476
 LX0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL812904(NAD 83)
 LX0476_MARKER: DB = BENCH MARK DISK
 LX0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0476_STAMPING: 79.590 U 6 1923
 LX0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0476+STABILITY: SURFACE MOTION
 LX0476
 LX0476  HISTORY     - Date     Condition        Report By
 LX0476  HISTORY     - 1923     MONUMENTED       CGS
 LX0476  HISTORY     - 1934     GOOD             NGS
 LX0476  HISTORY     - 1972     GOOD             CTGS
 LX0476  HISTORY     - 1978     MARK NOT FOUND   NGS
 LX0476
 LX0476                          STATION DESCRIPTION
 LX0476
 LX0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0476'0.8 MI S FROM WALLINGFORD.
 LX0476'0.8 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0476'FROM WALLINGFORD, NEW HAVEN COUNTY, ABOUT 365 FEET SOUTH OF
 LX0476'BRIDGE 11.79 (AN OVERHEAD CROSSING), 22 FEET WEST OF THE WEST
 LX0476'RAIL, 26 FEET NORTH OF A FENCE CORNER, 8 FEET SOUTH OF THE FOURTH
 LX0476'POLE SOUTH OF THE BRIDGE, IN LINE WITH A ROW OF POLES, AND
 LX0476'ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0476'79.590 U 6 1923 AND SET IN THE TOP OF A CONCRETE POST.
 LX0476
 LX0476                          STATION RECOVERY (1972)
 LX0476
 LX0476'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0476'RECOVERED IN GOOD CONDITION.
 LX0476
 LX0476                          STATION RECOVERY (1978)
 LX0476
 LX0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0476'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1709 ***********************************************************************
 LW1709  DESIGNATION -  U 62
 LW1709  PID         -  LW1709
 LW1709  STATE/COUNTY-  CT/WINDHAM
 LW1709  USGS QUAD   -  PLAINFIELD (1983)
 LW1709
 LW1709                         *CURRENT SURVEY CONTROL
 LW1709  ___________________________________________________________________
 LW1709* NAD 83(1986)-  41 39 06.     (N)    071 55 51.     (W)     SCALED    
 LW1709* NAVD 88     -        48.832  (meters)     160.21   (feet)  ADJUSTED  
 LW1709  ___________________________________________________________________
 LW1709  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LW1709  DYNAMIC HT  -          48.815 (meters)     160.15  (feet)  COMP
 LW1709  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LW1709
 LW1709  VERT ORDER  -  FIRST     CLASS II
 LW1709
 LW1709.The horizontal coordinates were scaled from a topographic map and have
 LW1709.an estimated accuracy of +/- 6 seconds.
 LW1709
 LW1709.The orthometric height was determined by differential leveling
 LW1709.and adjusted by the National Geodetic Survey in June 1991..
 LW1709
 LW1709.The geoid height was determined by GEOID03.
 LW1709
 LW1709.The dynamic height is computed by dividing the NAVD 88
 LW1709.geopotential number by the normal gravity value computed on the
 LW1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1709.degrees latitude (g = 980.6199 gals.).
 LW1709
 LW1709.The modeled gravity was interpolated from observed gravity values.
 LW1709
 LW1709;                    North         East    Units  Estimated Accuracy
 LW1709;SPC CT       -   243,610.      373,040.      MT  (+/- 180 meters Scaled)
 LW1709
 LW1709                          SUPERSEDED SURVEY CONTROL
 LW1709
 LW1709.No superseded survey control is available for this station.
 LW1709
 LW1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG559152(NAD 83)
 LW1709_MARKER: DB = BENCH MARK DISK
 LW1709_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1709_SP_SET: HEADWALL
 LW1709_STAMPING: U 62 1984
 LW1709_MARK LOGO: NGS   
 LW1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1709+STABILITY: SURFACE MOTION
 LW1709
 LW1709  HISTORY     - Date     Condition        Report By
 LW1709  HISTORY     - 1984     MONUMENTED       NGS
 LW1709  HISTORY     - 19961020 GOOD             USPSQD
 LW1709
 LW1709                          STATION DESCRIPTION
 LW1709
 LW1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1709'3.8 KM (2.35 MI) SSW FROM PLAINFIELD.
 LW1709'3.8 KM (2.35 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 LW1709'JUNCTION OF STATE HIGHWAY 14A WEST IN PLAINFIELD TO THE MARK ON THE
 LW1709'LEFT, IN TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRTE
 LW1709'CULVERT UNDER THE HIGHWAY, 8.53 METERS (28.0 FT) EAST OF THE
 LW1709'CENTERLINE OF THE HIGHWAY, 23.46 METERS (77.0 FT) SOUTH OF A POWER
 LW1709'POLE WITH A SECURITY LIGHT AND TRANSFORMER, 20.11 METERS (66.0 FT)
 LW1709'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SINGLE STORY FRAME HOUSE
 LW1709'WITH RED ALUMINUM SIDING.
 LW1709'THE MARK IS 0.67 METERS  E FROM A WITNESS POST.
 LW1709'THE MARK IS 0.30 M BELOW HIGHWAY.
 LW1709
 LW1709                          STATION RECOVERY (1996)
 LW1709
 LW1709'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2083 ***********************************************************************
 LX2083  DESIGNATION -  U 63
 LX2083  PID         -  LX2083
 LX2083  STATE/COUNTY-  CT/TOLLAND
 LX2083  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2083
 LX2083                         *CURRENT SURVEY CONTROL
 LX2083  ___________________________________________________________________
 LX2083* NAD 83(1986)-  41 58 14.     (N)    072 19 57.     (W)     SCALED    
 LX2083* NAVD 88     -       156.099  (meters)     512.13   (feet)  ADJUSTED  
 LX2083  ___________________________________________________________________
 LX2083  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2083  DYNAMIC HT  -         156.050 (meters)     511.97  (feet)  COMP
 LX2083  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 LX2083
 LX2083  VERT ORDER  -  FIRST     CLASS II
 LX2083
 LX2083.The horizontal coordinates were scaled from a topographic map and have
 LX2083.an estimated accuracy of +/- 6 seconds.
 LX2083
 LX2083.The orthometric height was determined by differential leveling
 LX2083.and adjusted by the National Geodetic Survey in June 1991..
 LX2083
 LX2083.The geoid height was determined by GEOID03.
 LX2083
 LX2083.The dynamic height is computed by dividing the NAVD 88
 LX2083.geopotential number by the normal gravity value computed on the
 LX2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2083.degrees latitude (g = 980.6199 gals.).
 LX2083
 LX2083.The modeled gravity was interpolated from observed gravity values.
 LX2083
 LX2083;                    North         East    Units  Estimated Accuracy
 LX2083;SPC CT       -   278,790.      339,410.      MT  (+/- 180 meters Scaled)
 LX2083
 LX2083                          SUPERSEDED SURVEY CONTROL
 LX2083
 LX2083.No superseded survey control is available for this station.
 LX2083
 LX2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM210499(NAD 83)
 LX2083_MARKER: DB = BENCH MARK DISK
 LX2083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2083_SP_SET: HEADWALL
 LX2083_STAMPING: U 63 1984
 LX2083_MARK LOGO: NGS   
 LX2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2083+STABILITY: SURFACE MOTION
 LX2083
 LX2083  HISTORY     - Date     Condition        Report By
 LX2083  HISTORY     - 1984     MONUMENTED       NGS
 LX2083
 LX2083                          STATION DESCRIPTION
 LX2083
 LX2083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2083'3.7 KM (2.3 MI) WEST FROM STAFFORD SPRINGS.
 LX2083'3.7 KM (2.3 MI) WEST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2083'STAFFORD SPRINGS TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST
 LX2083'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 8.53 METERS (28.0 FT)
 LX2083'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.29 METERS (60.0 FT)
 LX2083'NORTHWEST OF THE CENTER OF THE DRIVEWAY TO HOUSE 343, 15.39 METERS
 LX2083'(50.5 FT) SOUTHEAST OF UTILITY POLE 723, 0.49 METER (1.6 FT) SOUTHEAST
 LX2083'OF THE NORTHWEST END OF THE HEADWALL.
 LX2083'THE MARK IS 1.9 METERS  NE FROM A WITNESS POST.
 LX2083'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2132 ***********************************************************************
 LX2132  DESIGNATION -  U 64
 LX2132  PID         -  LX2132
 LX2132  STATE/COUNTY-  CT/NEW LONDON
 LX2132  USGS QUAD   -  WILLIMANTIC (1984)
 LX2132
 LX2132                         *CURRENT SURVEY CONTROL
 LX2132  ___________________________________________________________________
 LX2132* NAD 83(1986)-  41 38 00.     (N)    072 08 17.     (W)     SCALED    
 LX2132* NAVD 88     -        51.397  (meters)     168.62   (feet)  ADJUSTED  
 LX2132  ___________________________________________________________________
 LX2132  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX2132  DYNAMIC HT  -          51.379 (meters)     168.57  (feet)  COMP
 LX2132  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LX2132
 LX2132  VERT ORDER  -  FIRST     CLASS II
 LX2132
 LX2132.The horizontal coordinates were scaled from a topographic map and have
 LX2132.an estimated accuracy of +/- 6 seconds.
 LX2132
 LX2132.The orthometric height was determined by differential leveling
 LX2132.and adjusted by the National Geodetic Survey in June 1991..
 LX2132
 LX2132.The geoid height was determined by GEOID03.
 LX2132
 LX2132.The dynamic height is computed by dividing the NAVD 88
 LX2132.geopotential number by the normal gravity value computed on the
 LX2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2132.degrees latitude (g = 980.6199 gals.).
 LX2132
 LX2132.The modeled gravity was interpolated from observed gravity values.
 LX2132
 LX2132;                    North         East    Units  Estimated Accuracy
 LX2132;SPC CT       -   241,430.      355,790.      MT  (+/- 180 meters Scaled)
 LX2132
 LX2132                          SUPERSEDED SURVEY CONTROL
 LX2132
 LX2132.No superseded survey control is available for this station.
 LX2132
 LX2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM383130(NAD 83)
 LX2132_MARKER: DB = BENCH MARK DISK
 LX2132_SETTING: 66 = SET IN ROCK OUTCROP
 LX2132_SP_SET: ROCK OUTCROP
 LX2132_STAMPING: U 64 1984
 LX2132_MARK LOGO: NGS   
 LX2132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2132+STABILITY: POSITION/ELEVATION WELL
 LX2132
 LX2132  HISTORY     - Date     Condition        Report By
 LX2132  HISTORY     - 1984     MONUMENTED       NGS
 LX2132  HISTORY     - 19901008 MARK NOT FOUND   USPSQD
 LX2132
 LX2132                          STATION DESCRIPTION
 LX2132
 LX2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2132'2.4 KM (1.5 MI) ESE FROM NORTH FRANKLIN.
 LX2132'2.4 KM (1.5 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 207 FROM THE
 LX2132'JUNCTION OF STATE HIGHWAY 32 IN NORTH FRANKLIN TO THE MARK ON THE
 LX2132'LEFT, IN TOP OF A 3.7 BY 6.1 METER (12 BY 20 FT) ROCK OUTCROP, 0.1 KM
 LX2132'(0.05 MI) EAST OF THE JUNCTION OF UNDER MNT. ROAD, 9.90 METERS
 LX2132'(32.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.50 METERS
 LX2132'(64.0 FT) EAST OF A MEMORIAL PLAQUE ON THE EAST END OF A ROCK LEDGE
 LX2132'INSCRIBED JOHN AYERS, 28.04 METERS (94.0 FT) WEST OF THE WEST END OF A
 LX2132'METAL POST CABLE GUARD RAIL.
 LX2132'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 LX2132'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LX2132
 LX2132                          STATION RECOVERY (1990)
 LX2132
 LX2132'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2162 ***********************************************************************
 LX2162  DESIGNATION -  U 65
 LX2162  PID         -  LX2162
 LX2162  STATE/COUNTY-  CT/TOLLAND
 LX2162  USGS QUAD   -  ROCKVILLE (1984)
 LX2162
 LX2162                         *CURRENT SURVEY CONTROL
 LX2162  ___________________________________________________________________
 LX2162* NAD 83(1986)-  41 46 18.     (N)    072 24 39.     (W)     SCALED    
 LX2162* NAVD 88     -       116.256  (meters)     381.42   (feet)  ADJUSTED  
 LX2162  ___________________________________________________________________
 LX2162  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 LX2162  DYNAMIC HT  -         116.216 (meters)     381.29  (feet)  COMP
 LX2162  MODELED GRAV-     980,280.1   (mgal)                       NAVD 88
 LX2162
 LX2162  VERT ORDER  -  FIRST     CLASS II
 LX2162
 LX2162.The horizontal coordinates were scaled from a topographic map and have
 LX2162.an estimated accuracy of +/- 6 seconds.
 LX2162
 LX2162.The orthometric height was determined by differential leveling
 LX2162.and adjusted by the National Geodetic Survey in June 1991..
 LX2162
 LX2162.The geoid height was determined by GEOID03.
 LX2162
 LX2162.The dynamic height is computed by dividing the NAVD 88
 LX2162.geopotential number by the normal gravity value computed on the
 LX2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2162.degrees latitude (g = 980.6199 gals.).
 LX2162
 LX2162.The modeled gravity was interpolated from observed gravity values.
 LX2162
 LX2162;                    North         East    Units  Estimated Accuracy
 LX2162;SPC CT       -   256,670.      333,000.      MT  (+/- 180 meters Scaled)
 LX2162
 LX2162                          SUPERSEDED SURVEY CONTROL
 LX2162
 LX2162.No superseded survey control is available for this station.
 LX2162
 LX2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM152276(NAD 83)
 LX2162_MARKER: DB = BENCH MARK DISK
 LX2162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2162_SP_SET: HEADWALL
 LX2162_STAMPING: U 65 1984
 LX2162_MARK LOGO: NGS   
 LX2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2162+STABILITY: SURFACE MOTION
 LX2162
 LX2162  HISTORY     - Date     Condition        Report By
 LX2162  HISTORY     - 1984     MONUMENTED       NGS
 LX2162
 LX2162                          STATION DESCRIPTION
 LX2162
 LX2162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2162'3.8 KM (2.35 MI) NW FROM ANDOVER.
 LX2162'3.8 KM (2.35 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LX2162'IN ANDOVER TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHEAST END OF
 LX2162'THE NORTHWEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.01 METERS
 LX2162'(23.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.94 METERS
 LX2162'(19.5 FT) EAST OF THE NORTHWEST END OF A STEEL CABLE GUARD RAIL.
 LX2162'THE MARK IS 2.59 METERS  WNW FROM A WITNESS POST.
 LX2162'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2116 ***********************************************************************
 LX2116  DESIGNATION -  U 66
 LX2116  PID         -  LX2116
 LX2116  STATE/COUNTY-  CT/WINDHAM
 LX2116  USGS QUAD   -  EASTFORD (1983)
 LX2116
 LX2116                         *CURRENT SURVEY CONTROL
 LX2116  ___________________________________________________________________
 LX2116* NAD 83(1986)-  41 59 08.     (N)    072 01 07.     (W)     SCALED    
 LX2116* NAVD 88     -       205.182  (meters)     673.17   (feet)  ADJUSTED  
 LX2116  ___________________________________________________________________
 LX2116  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX2116  DYNAMIC HT  -         205.115 (meters)     672.95  (feet)  COMP
 LX2116  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 LX2116
 LX2116  VERT ORDER  -  FIRST     CLASS II
 LX2116
 LX2116.The horizontal coordinates were scaled from a topographic map and have
 LX2116.an estimated accuracy of +/- 6 seconds.
 LX2116
 LX2116.The orthometric height was determined by differential leveling
 LX2116.and adjusted by the National Geodetic Survey in June 1991..
 LX2116
 LX2116.The geoid height was determined by GEOID03.
 LX2116
 LX2116.The dynamic height is computed by dividing the NAVD 88
 LX2116.geopotential number by the normal gravity value computed on the
 LX2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2116.degrees latitude (g = 980.6199 gals.).
 LX2116
 LX2116.The modeled gravity was interpolated from observed gravity values.
 LX2116
 LX2116;                    North         East    Units  Estimated Accuracy
 LX2116;SPC CT       -   280,630.      365,410.      MT  (+/- 180 meters Scaled)
 LX2116
 LX2116                          SUPERSEDED SURVEY CONTROL
 LX2116
 LX2116.No superseded survey control is available for this station.
 LX2116
 LX2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM469524(NAD 83)
 LX2116_MARKER: DB = BENCH MARK DISK
 LX2116_SETTING: 66 = SET IN ROCK OUTCROP
 LX2116_SP_SET: ROCK OUTCROP
 LX2116_STAMPING: U 66 1984
 LX2116_MARK LOGO: NGS   
 LX2116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2116+STABILITY: POSITION/ELEVATION WELL
 LX2116
 LX2116  HISTORY     - Date     Condition        Report By
 LX2116  HISTORY     - 1984     MONUMENTED       NGS
 LX2116  HISTORY     - 19961020 GOOD             USPSQD
 LX2116
 LX2116                          STATION DESCRIPTION
 LX2116
 LX2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2116'2.3 KM (1.45 MI) WEST FROM NORTH WOODSTOCK.
 LX2116'2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2116'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE MARK ON THE RIGHT, IN THE
 LX2116'NORTH ANGLE OF THE JUNCTION OF LYONS HILL ROAD, IN TOP OF A SMALL ROCK
 LX2116'CUT, 7.92 METERS (26.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2116'8.53 METERS (28.0 FT) EAST OF THE CENTER OF THE ROAD, 0.70 METER
 LX2116'(2.3 FT) NORTH OF THE SOUTH EDGE OF THE CUT.
 LX2116'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 LX2116'THE MARK IS 0.4 M ABOVE HIGHWAY.
 LX2116
 LX2116                          STATION RECOVERY (1996)
 LX2116
 LX2116'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2226 ***********************************************************************
 LX2226  DESIGNATION -  U 67
 LX2226  PID         -  LX2226
 LX2226  STATE/COUNTY-  CT/MIDDLESEX
 LX2226  USGS QUAD   -  HADDAM (1971)
 LX2226
 LX2226                         *CURRENT SURVEY CONTROL
 LX2226  ___________________________________________________________________
 LX2226* NAD 83(1986)-  41 29 28.     (N)    072 31 26.     (W)     SCALED    
 LX2226* NAVD 88     -         5.361  (meters)      17.59   (feet)  ADJUSTED  
 LX2226  ___________________________________________________________________
 LX2226  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX2226  DYNAMIC HT  -           5.359 (meters)      17.58  (feet)  COMP
 LX2226  MODELED GRAV-     980,290.5   (mgal)                       NAVD 88
 LX2226
 LX2226  VERT ORDER  -  FIRST     CLASS II
 LX2226
 LX2226.The horizontal coordinates were scaled from a topographic map and have
 LX2226.an estimated accuracy of +/- 6 seconds.
 LX2226
 LX2226.The orthometric height was determined by differential leveling
 LX2226.and adjusted by the National Geodetic Survey in June 1991..
 LX2226
 LX2226.The geoid height was determined by GEOID03.
 LX2226
 LX2226.The dynamic height is computed by dividing the NAVD 88
 LX2226.geopotential number by the normal gravity value computed on the
 LX2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2226.degrees latitude (g = 980.6199 gals.).
 LX2226
 LX2226.The modeled gravity was interpolated from observed gravity values.
 LX2226
 LX2226;                    North         East    Units  Estimated Accuracy
 LX2226;SPC CT       -   225,480.      323,680.      MT  (+/- 180 meters Scaled)
 LX2226
 LX2226                          SUPERSEDED SURVEY CONTROL
 LX2226
 LX2226.No superseded survey control is available for this station.
 LX2226
 LX2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL066962(NAD 83)
 LX2226_MARKER: DB = BENCH MARK DISK
 LX2226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2226_SP_SET: HEADWALL
 LX2226_STAMPING: U 67 1984
 LX2226_MARK LOGO: NGS   
 LX2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2226+STABILITY: SURFACE MOTION
 LX2226
 LX2226  HISTORY     - Date     Condition        Report By
 LX2226  HISTORY     - 1984     MONUMENTED       NGS
 LX2226
 LX2226                          STATION DESCRIPTION
 LX2226
 LX2226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2226'2.7 KM (1.7 MI) NORTH FROM HADDAM.
 LX2226'2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2226'HADDAM TO THE MARK ON THE RIGHT, 9.2 METERS (30.5 FT) NORTHEAST OF THE
 LX2226'CENTERLINE OF THE HIGHWAY.
 LX2226'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 LX2226'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2236 ***********************************************************************
 LX2236  DESIGNATION -  U 69
 LX2236  PID         -  LX2236
 LX2236  STATE/COUNTY-  CT/MIDDLESEX
 LX2236  USGS QUAD   -  DEEP RIVER (1971)
 LX2236
 LX2236                         *CURRENT SURVEY CONTROL
 LX2236  ___________________________________________________________________
 LX2236* NAD 83(1986)-  41 26 09.     (N)    072 27 34.     (W)     SCALED    
 LX2236* NAVD 88     -        18.678  (meters)      61.28   (feet)  ADJUSTED  
 LX2236  ___________________________________________________________________
 LX2236  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX2236  DYNAMIC HT  -          18.672 (meters)      61.26  (feet)  COMP
 LX2236  MODELED GRAV-     980,282.2   (mgal)                       NAVD 88
 LX2236
 LX2236  VERT ORDER  -  FIRST     CLASS II
 LX2236
 LX2236.The horizontal coordinates were scaled from a topographic map and have
 LX2236.an estimated accuracy of +/- 6 seconds.
 LX2236
 LX2236.The orthometric height was determined by differential leveling
 LX2236.and adjusted by the National Geodetic Survey in June 1991..
 LX2236
 LX2236.The geoid height was determined by GEOID03.
 LX2236
 LX2236.The dynamic height is computed by dividing the NAVD 88
 LX2236.geopotential number by the normal gravity value computed on the
 LX2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2236.degrees latitude (g = 980.6199 gals.).
 LX2236
 LX2236.The modeled gravity was interpolated from observed gravity values.
 LX2236
 LX2236;                    North         East    Units  Estimated Accuracy
 LX2236;SPC CT       -   219,350.      329,080.      MT  (+/- 180 meters Scaled)
 LX2236
 LX2236                          SUPERSEDED SURVEY CONTROL
 LX2236
 LX2236.No superseded survey control is available for this station.
 LX2236
 LX2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL122902(NAD 83)
 LX2236_MARKER: DB = BENCH MARK DISK
 LX2236_SETTING: 66 = SET IN ROCK OUTCROP
 LX2236_SP_SET: ROCK OUTCROP
 LX2236_STAMPING: U 69 1984
 LX2236_MARK LOGO: NGS   
 LX2236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2236+STABILITY: POSITION/ELEVATION WELL
 LX2236
 LX2236  HISTORY     - Date     Condition        Report By
 LX2236  HISTORY     - 1984     MONUMENTED       NGS
 LX2236  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX2236  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX2236
 LX2236                          STATION DESCRIPTION
 LX2236
 LX2236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2236'6.8 KM (4.25 MI) NORTH FROM DEEP RIVER.
 LX2236'6.8 KM (4.25 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2236'DEEP RIVER TO THE MARK ON THE LEFT, IN A ROCK LEDGE, ALSO 6.3 KM
 LX2236'(3.9 MI) SOUTH ALONG HIGHWAY 9A FROM THE POST OFFICE IN HADDAM,
 LX2236'6.0 METERS (20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LX2236'3.3 METERS (11.0 FT) NORTH OF THE CENTER OF A CATCH BASIN.
 LX2236'THE MARK IS 0.76 METERS  SE FROM A WITNESS POST.
 LX2236'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX2236
 LX2236                          STATION RECOVERY (1988)
 LX2236
 LX2236'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX2236'MARK NOT FOUND.
 LX2236
 LX2236                          STATION RECOVERY (1990)
 LX2236
 LX2236'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0601 ***********************************************************************
 LX0601  DESIGNATION -  U 7
 LX0601  PID         -  LX0601
 LX0601  STATE/COUNTY-  CT/LITCHFIELD
 LX0601  USGS QUAD   -  THOMASTON (1976)
 LX0601
 LX0601                         *CURRENT SURVEY CONTROL
 LX0601  ___________________________________________________________________
 LX0601* NAD 83(1986)-  41 40 37.     (N)    073 01 56.     (W)     SCALED    
 LX0601* NAVD 88     -       230.685  (meters)     756.84   (feet)  ADJUSTED  
 LX0601  ___________________________________________________________________
 LX0601  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX0601  DYNAMIC HT  -         230.612 (meters)     756.60  (feet)  COMP
 LX0601  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 LX0601
 LX0601  VERT ORDER  -  FIRST     CLASS II
 LX0601
 LX0601.The horizontal coordinates were scaled from a topographic map and have
 LX0601.an estimated accuracy of +/- 6 seconds.
 LX0601
 LX0601.The orthometric height was determined by differential leveling
 LX0601.and adjusted by the National Geodetic Survey in June 1991..
 LX0601
 LX0601.The geoid height was determined by GEOID03.
 LX0601
 LX0601.The dynamic height is computed by dividing the NAVD 88
 LX0601.geopotential number by the normal gravity value computed on the
 LX0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0601.degrees latitude (g = 980.6199 gals.).
 LX0601
 LX0601.The modeled gravity was interpolated from observed gravity values.
 LX0601
 LX0601;                    North         East    Units  Estimated Accuracy
 LX0601;SPC CT       -   246,130.      281,300.      MT  (+/- 180 meters Scaled)
 LX0601
 LX0601                          SUPERSEDED SURVEY CONTROL
 LX0601
 LX0601  NGVD 29 (??/??/92)  230.960  (m)          757.74   (f) ADJ UNCH    1 2
 LX0601
 LX0601.Superseded values are not recommended for survey control.
 LX0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0601.See file dsdata.txt to determine how the superseded data were derived.
 LX0601
 LX0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM637157(NAD 83)
 LX0601_MARKER: DB = BENCH MARK DISK
 LX0601_SETTING: 66 = SET IN ROCK OUTCROP
 LX0601_SP_SET: ROCK LEDGE
 LX0601_MARK LOGO: CGS   
 LX0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0601+STABILITY: POSITION/ELEVATION WELL
 LX0601
 LX0601  HISTORY     - Date     Condition        Report By
 LX0601  HISTORY     - UNK      MONUMENTED       CGS
 LX0601  HISTORY     - 1923     GOOD             NGS
 LX0601  HISTORY     - 1985     GOOD             NGS
 LX0601
 LX0601                          STATION DESCRIPTION
 LX0601
 LX0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0601'1.2 MI E FROM PLYMOUTH.
 LX0601'ABOUT 1.2 MILES EAST OF PLYMOUTH, LINCHFIELD COUNTY, AT THE
 LX0601'INTERSECTION OF THE TERRYVILLE-PLYMOUTH HIGHWAY AND A CROSSROAD,
 LX0601'50 FT. NORTH OF THE HIGHWAY AND 30 FT. WEST OF THE CROSSROAD,
 LX0601'ACROSS THE INTERSECTION FROM A HOUSE BELONGING TO DICK FOTTE,
 LX0601'IN A ROCK LEDGE.  A STANDARD DISK.
 LX0601
 LX0601                          STATION RECOVERY (1985)
 LX0601
 LX0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0601'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. 1.9 KM (1.2 MI)
 LX0601'EAST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION OF STATE HIGHWAY 262
 LX0601'(SOUTH STREET) IN PLYMOUTH TO THE MARK ON THE LEFT, AT THE
 LX0601'INTERSECTION OF SEYMOUR ROAD AND SCOTT HILL ROAD, IN THE TOP OF ROCK
 LX0601'OUTCROP MEASURING APPROXIMATELY 3 BY 9 FOOT AND UNDER AN APPLE TREE,
 LX0601'16.92 METERS (55.5 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 22.25
 LX0601'METERS (73.0 FT) WEST OF THE CENTER OF SEYMOUR ROAD, 12.28 METERS
 LX0601'(40.3 FT) NORTHWEST OF UTILITY POLE WITH TWO GUY WIRES AND A STREET
 LX0601'LAMP, 1.83 METERS (6.0 FT) NORTHWEST OF A TWIN TRUNKED APPLE TREE.
 LX0601'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2302 ***********************************************************************
 LX2302  DESIGNATION -  U 71
 LX2302  PID         -  LX2302
 LX2302  STATE/COUNTY-  CT/FAIRFIELD
 LX2302  USGS QUAD   -  BETHEL (1984)
 LX2302
 LX2302                         *CURRENT SURVEY CONTROL
 LX2302  ___________________________________________________________________
 LX2302* NAD 83(1986)-  41 15 54.     (N)    073 25 30.     (W)     SCALED    
 LX2302* NAVD 88     -       111.211  (meters)     364.86   (feet)  ADJUSTED  
 LX2302  ___________________________________________________________________
 LX2302  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX2302  DYNAMIC HT  -         111.174 (meters)     364.74  (feet)  COMP
 LX2302  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 LX2302
 LX2302  VERT ORDER  -  FIRST     CLASS II
 LX2302
 LX2302.The horizontal coordinates were scaled from a topographic map and have
 LX2302.an estimated accuracy of +/- 6 seconds.
 LX2302
 LX2302.The orthometric height was determined by differential leveling
 LX2302.and adjusted by the National Geodetic Survey in June 1991..
 LX2302
 LX2302.The geoid height was determined by GEOID03.
 LX2302
 LX2302.The dynamic height is computed by dividing the NAVD 88
 LX2302.geopotential number by the normal gravity value computed on the
 LX2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2302.degrees latitude (g = 980.6199 gals.).
 LX2302
 LX2302.The modeled gravity was interpolated from observed gravity values.
 LX2302
 LX2302;                    North         East    Units  Estimated Accuracy
 LX2302;SPC CT       -   200,560.      248,240.      MT  (+/- 180 meters Scaled)
 LX2302
 LX2302                          SUPERSEDED SURVEY CONTROL
 LX2302
 LX2302.No superseded survey control is available for this station.
 LX2302
 LX2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL319693(NAD 83)
 LX2302_MARKER: DB = BENCH MARK DISK
 LX2302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2302_SP_SET: HEADWALL OF CULVERT
 LX2302_STAMPING: U 71 1985
 LX2302_MARK LOGO: NGS   
 LX2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2302+STABILITY: SURFACE MOTION
 LX2302
 LX2302  HISTORY     - Date     Condition        Report By
 LX2302  HISTORY     - 1985     MONUMENTED       NGS
 LX2302
 LX2302                          STATION DESCRIPTION
 LX2302
 LX2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2302'1.4 KM (0.9 MI) NORTH FROM GEORGETOWN.
 LX2302'1.4 KM (0.9 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2302'U.S. HIGHWAY 7 IN GEORGETOWN TO THE MARK ON THE RIGHT, IN THE HEADWALL
 LX2302'OF A CULVERT, 5.7 METERS (19.0 FT) EAST OF THE CENTERLINE OF THE
 LX2302'HIGHWAY, 2.1 METERS (7.0 FT) SOUTH OF A LARGE OAK TREE.
 LX2302'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2342 ***********************************************************************
 LX2342  DESIGNATION -  U 72
 LX2342  PID         -  LX2342
 LX2342  STATE/COUNTY-  CT/FAIRFIELD
 LX2342  USGS QUAD   -  BRIDGEPORT (1984)
 LX2342
 LX2342                         *CURRENT SURVEY CONTROL
 LX2342  ___________________________________________________________________
 LX2342* NAD 83(1986)-  41 12 31.     (N)    073 12 31.     (W)     SCALED    
 LX2342* NAVD 88     -        50.457  (meters)     165.54   (feet)  ADJUSTED  
 LX2342  ___________________________________________________________________
 LX2342  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX2342  DYNAMIC HT  -          50.441 (meters)     165.49  (feet)  COMP
 LX2342  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 LX2342
 LX2342  VERT ORDER  -  FIRST     CLASS II
 LX2342
 LX2342.The horizontal coordinates were scaled from a topographic map and have
 LX2342.an estimated accuracy of +/- 6 seconds.
 LX2342
 LX2342.The orthometric height was determined by differential leveling
 LX2342.and adjusted by the National Geodetic Survey in June 1991..
 LX2342
 LX2342.The geoid height was determined by GEOID03.
 LX2342
 LX2342.The dynamic height is computed by dividing the NAVD 88
 LX2342.geopotential number by the normal gravity value computed on the
 LX2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2342.degrees latitude (g = 980.6199 gals.).
 LX2342
 LX2342.The modeled gravity was interpolated from observed gravity values.
 LX2342
 LX2342;                    North         East    Units  Estimated Accuracy
 LX2342;SPC CT       -   194,180.      266,340.      MT  (+/- 180 meters Scaled)
 LX2342
 LX2342                          SUPERSEDED SURVEY CONTROL
 LX2342
 LX2342.No superseded survey control is available for this station.
 LX2342
 LX2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL501634(NAD 83)
 LX2342_MARKER: DB = BENCH MARK DISK
 LX2342_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX2342_SP_SET: BUILDING FOUNDATION
 LX2342_STAMPING: U 72 1985
 LX2342_MARK LOGO: NGS   
 LX2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2342+STABILITY: SURFACE MOTION
 LX2342
 LX2342  HISTORY     - Date     Condition        Report By
 LX2342  HISTORY     - 1985     MONUMENTED       NGS
 LX2342
 LX2342                          STATION DESCRIPTION
 LX2342
 LX2342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2342'IN BRIDGEPORT.
 LX2342'IN BRIDGEPORT, 0.1 KM (0.05 MI) NORTHEAST ALONG THORME STREET FROM THE
 LX2342'INTERSECTION OF STATE HIGHWAY 111 (MAIN STREET) TO THE MARK ON THE
 LX2342'LEFT, AT THE BRIDGEPORT K9 CORPS AND FIRE STATION, AT THE SOUTHWEST
 LX2342'CORNER OF THE BUILDING, 13.04 METERS (42.8 FT) NORTH-NORTHWEST OF THE
 LX2342'NORTHWEST CURB OF THORME STREET, 5.18 METERS (17.0 FT) SOUTHWEST OF
 LX2342'THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING, 0.82 METER (2.7 FT)
 LX2342'SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 LX2342'THE MARK IS 0.18 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2595 ***********************************************************************
 LX2595  DESIGNATION -  U 73
 LX2595  PID         -  LX2595
 LX2595  STATE/COUNTY-  CT/LITCHFIELD
 LX2595  USGS QUAD   -  NEW MILFORD (1984)
 LX2595
 LX2595                         *CURRENT SURVEY CONTROL
 LX2595  ___________________________________________________________________
 LX2595* NAD 83(1986)-  41 34 55.     (N)    073 24 32.     (W)     SCALED    
 LX2595* NAVD 88     -        94.455  (meters)     309.89   (feet)  ADJUSTED  
 LX2595  ___________________________________________________________________
 LX2595  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX2595  DYNAMIC HT  -          94.424 (meters)     309.79  (feet)  COMP
 LX2595  MODELED GRAV-     980,292.0   (mgal)                       NAVD 88
 LX2595
 LX2595  VERT ORDER  -  FIRST     CLASS II
 LX2595
 LX2595.The horizontal coordinates were scaled from a topographic map and have
 LX2595.an estimated accuracy of +/- 6 seconds.
 LX2595
 LX2595.The orthometric height was determined by differential leveling
 LX2595.and adjusted by the National Geodetic Survey in June 1991..
 LX2595
 LX2595.The geoid height was determined by GEOID03.
 LX2595
 LX2595.The dynamic height is computed by dividing the NAVD 88
 LX2595.geopotential number by the normal gravity value computed on the
 LX2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2595.degrees latitude (g = 980.6199 gals.).
 LX2595
 LX2595.The modeled gravity was interpolated from observed gravity values.
 LX2595
 LX2595;                    North         East    Units  Estimated Accuracy
 LX2595;SPC CT       -   235,750.      249,860.      MT  (+/- 180 meters Scaled)
 LX2595
 LX2595                          SUPERSEDED SURVEY CONTROL
 LX2595
 LX2595.No superseded survey control is available for this station.
 LX2595
 LX2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM326045(NAD 83)
 LX2595_MARKER: DB = BENCH MARK DISK
 LX2595_SETTING: 66 = SET IN ROCK OUTCROP
 LX2595_SP_SET: ROCK OUTCROP
 LX2595_STAMPING: U 73 1985
 LX2595_MARK LOGO: NGS   
 LX2595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2595+STABILITY: POSITION/ELEVATION WELL
 LX2595
 LX2595  HISTORY     - Date     Condition        Report By
 LX2595  HISTORY     - 1985     MONUMENTED       NGS
 LX2595
 LX2595                          STATION DESCRIPTION
 LX2595
 LX2595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2595'0.6 KM (0.35 MI) NORTH FROM NEW MILFORD.
 LX2595'0.6 KM (0.35 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2595'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE LEFT, 7.4 METERS
 LX2595'(24.5 FT) WEST OF THE CENTER LINE OF THE HIGHWAY.
 LX2595'THE MARK IS 0.42 METERS  S FROM  A WITNESS POST
 LX2595'THE MARK IS 0.67 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2365 ***********************************************************************
 LX2365  DESIGNATION -  U 74
 LX2365  PID         -  LX2365
 LX2365  STATE/COUNTY-  CT/FAIRFIELD
 LX2365  USGS QUAD   -  NEWTOWN (1984)
 LX2365
 LX2365                         *CURRENT SURVEY CONTROL
 LX2365  ___________________________________________________________________
 LX2365* NAD 83(1986)-  41 25 14.     (N)    073 21 15.     (W)     SCALED    
 LX2365* NAVD 88     -       119.178  (meters)     391.00   (feet)  ADJUSTED  
 LX2365  ___________________________________________________________________
 LX2365  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX2365  DYNAMIC HT  -         119.139 (meters)     390.88  (feet)  COMP
 LX2365  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX2365
 LX2365  VERT ORDER  -  FIRST     CLASS II
 LX2365
 LX2365.The horizontal coordinates were scaled from a topographic map and have
 LX2365.an estimated accuracy of +/- 6 seconds.
 LX2365
 LX2365.The orthometric height was determined by differential leveling
 LX2365.and adjusted by the National Geodetic Survey in June 1991..
 LX2365
 LX2365.The geoid height was determined by GEOID03.
 LX2365
 LX2365.The dynamic height is computed by dividing the NAVD 88
 LX2365.geopotential number by the normal gravity value computed on the
 LX2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2365.degrees latitude (g = 980.6199 gals.).
 LX2365
 LX2365.The modeled gravity was interpolated from observed gravity values.
 LX2365
 LX2365;                    North         East    Units  Estimated Accuracy
 LX2365;SPC CT       -   217,790.      254,300.      MT  (+/- 180 meters Scaled)
 LX2365
 LX2365                          SUPERSEDED SURVEY CONTROL
 LX2365
 LX2365.No superseded survey control is available for this station.
 LX2365
 LX2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL375867(NAD 83)
 LX2365_MARKER: DB = BENCH MARK DISK
 LX2365_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2365_SP_SET: HEADWALL
 LX2365_STAMPING: U 74 1985
 LX2365_MARK LOGO: NGS   
 LX2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2365+STABILITY: SURFACE MOTION
 LX2365
 LX2365  HISTORY     - Date     Condition        Report By
 LX2365  HISTORY     - 1985     MONUMENTED       NGS
 LX2365
 LX2365                          STATION DESCRIPTION
 LX2365
 LX2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2365'2.6 KM (1.6 MI) SE FROM DANBURY.
 LX2365'2.3 KM (1.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LX2365'OF OLD HAWLEYVILLE ROAD IN DANBURY, THENCE 0.3 KM (0.15 MI) NORTH ON
 LX2365'STATE HIGHWAY 25 TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTH END OF
 LX2365'THE EAST HEADWALL FOR A DOUBLE BOX CULVERT OVER POND BROOK, 20.57
 LX2365'METERS (67.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.50 METERS
 LX2365'(47.6 FT) NORTHEAST OF UTILITY POLE 3607, 14.23 METERS (46.7 FT) EAST
 LX2365'OF A STEEL CABLE GUARD RAIL, 0.24 METER (0.8 FT) NORTH OF THE SOUTH
 LX2365'END OF THE HEADWALL.
 LX2365'THE MARK IS 3.05 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2661 ***********************************************************************
 LX2661  DESIGNATION -  U 75
 LX2661  PID         -  LX2661
 LX2661  STATE/COUNTY-  CT/LITCHFIELD
 LX2661  USGS QUAD   -  CORNWALL (1984)
 LX2661
 LX2661                         *CURRENT SURVEY CONTROL
 LX2661  ___________________________________________________________________
 LX2661* NAD 83(1986)-  41 50 10.     (N)    073 20 52.     (W)     SCALED    
 LX2661* NAVD 88     -       205.525  (meters)     674.29   (feet)  ADJUSTED  
 LX2661  ___________________________________________________________________
 LX2661  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX2661  DYNAMIC HT  -         205.453 (meters)     674.06  (feet)  COMP
 LX2661  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 LX2661
 LX2661  VERT ORDER  -  FIRST     CLASS II
 LX2661
 LX2661.The horizontal coordinates were scaled from a topographic map and have
 LX2661.an estimated accuracy of +/- 6 seconds.
 LX2661
 LX2661.The orthometric height was determined by differential leveling
 LX2661.and adjusted by the National Geodetic Survey in June 1991..
 LX2661
 LX2661.The geoid height was determined by GEOID03.
 LX2661
 LX2661.The dynamic height is computed by dividing the NAVD 88
 LX2661.geopotential number by the normal gravity value computed on the
 LX2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2661.degrees latitude (g = 980.6199 gals.).
 LX2661
 LX2661.The modeled gravity was interpolated from observed gravity values.
 LX2661
 LX2661;                    North         East    Units  Estimated Accuracy
 LX2661;SPC CT       -   263,940.      255,150.      MT  (+/- 180 meters Scaled)
 LX2661
 LX2661                          SUPERSEDED SURVEY CONTROL
 LX2661
 LX2661.No superseded survey control is available for this station.
 LX2661
 LX2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM371329(NAD 83)
 LX2661_MARKER: I = METAL ROD
 LX2661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2661_SP_SET: STAINLESS STEEL ROD
 LX2661_STAMPING: U 75 1985
 LX2661_MARK LOGO: NGS   
 LX2661_PROJECTION: FLUSH
 LX2661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2661_ROD/PIPE-DEPTH: 7.9  meters
 LX2661
 LX2661  HISTORY     - Date     Condition        Report By
 LX2661  HISTORY     - 1985     MONUMENTED       NGS
 LX2661
 LX2661                          STATION DESCRIPTION
 LX2661
 LX2661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2661'2.4 KM (1.5 MI) WSW FROM CORNWALL.
 LX2661'2.4 KM (1.5 MI) WEST-SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 LX2661'OF STATE HIGHWAY 125 IN CORNWALL TO THE MARK ON THE LEFT, NEAR THE
 LX2661'NORTH END OF A CULVERT UNDER STATE HIGHWAY 4, ALSO 3.0 KM (1.9 MI)
 LX2661'NORTHEAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF U.S. HIGHWAY 7 IN
 LX2661'CORNWALL BRIDGE, 6.55 METERS (21.5 FT) EAST OF THE CENTER LINE OF THE
 LX2661'HIGHWAY, 1.70 METERS (5.6 FT) NORTH OF THE NORTH END OF THE HEADWALL
 LX2661'OF THE CULVERT, 14.93 METERS (49.0 FT) EAST-SOUTHEAST AND ACROSS THE
 LX2661'HIGHWAY FROM POWER POLE NUMBER A 3718.
 LX2661'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2498 ***********************************************************************
 LX2498  DESIGNATION -  U 77
 LX2498  PID         -  LX2498
 LX2498  STATE/COUNTY-  CT/NEW HAVEN
 LX2498  USGS QUAD   -  WATERBURY (1984)
 LX2498
 LX2498                         *CURRENT SURVEY CONTROL
 LX2498  ___________________________________________________________________
 LX2498* NAD 83(1986)-  41 30 48.     (N)    073 02 54.     (W)     SCALED    
 LX2498* NAVD 88     -        86.332  (meters)     283.24   (feet)  ADJUSTED  
 LX2498  ___________________________________________________________________
 LX2498  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2498  DYNAMIC HT  -          86.304 (meters)     283.15  (feet)  COMP
 LX2498  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 LX2498
 LX2498  VERT ORDER  -  FIRST     CLASS II
 LX2498
 LX2498.The horizontal coordinates were scaled from a topographic map and have
 LX2498.an estimated accuracy of +/- 6 seconds.
 LX2498
 LX2498.The orthometric height was determined by differential leveling
 LX2498.and adjusted by the National Geodetic Survey in June 1991..
 LX2498
 LX2498.The geoid height was determined by GEOID03.
 LX2498
 LX2498.The dynamic height is computed by dividing the NAVD 88
 LX2498.geopotential number by the normal gravity value computed on the
 LX2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2498.degrees latitude (g = 980.6199 gals.).
 LX2498
 LX2498.The modeled gravity was interpolated from observed gravity values.
 LX2498
 LX2498;                    North         East    Units  Estimated Accuracy
 LX2498;SPC CT       -   227,960.      279,900.      MT  (+/- 180 meters Scaled)
 LX2498
 LX2498                          SUPERSEDED SURVEY CONTROL
 LX2498
 LX2498.No superseded survey control is available for this station.
 LX2498
 LX2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL628975(NAD 83)
 LX2498_MARKER: DB = BENCH MARK DISK
 LX2498_SETTING: 66 = SET IN ROCK OUTCROP
 LX2498_SP_SET: ROCK OUTCROP
 LX2498_STAMPING: U 77 1985
 LX2498_MARK LOGO: NGS   
 LX2498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2498+STABILITY: POSITION/ELEVATION WELL
 LX2498
 LX2498  HISTORY     - Date     Condition        Report By
 LX2498  HISTORY     - 1985     MONUMENTED       NGS
 LX2498
 LX2498                          STATION DESCRIPTION
 LX2498
 LX2498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2498'IN WATERBURY.
 LX2498'IN WATERBURY, ALONG STATE HIGHWAY 8, AT THE EXIT 29 OVERPASS BRIDGE OF
 LX2498'SOUTH MAIN STREET, IN TOP OF THE WESTERLY EDGE OF A ROCK OUTCROP,
 LX2498'11.89 METERS (39.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 LX2498'LANE OF THE HIGHWAY, 4.51 METERS (14.8 FT) EAST-SOUTHEAST OF THE EAST
 LX2498'CORNER OF THE BRIDGE.
 LX2498'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2858 ***********************************************************************
 LX2858  DESIGNATION -  U 78
 LX2858  PID         -  LX2858
 LX2858  STATE/COUNTY-  CT/NEW HAVEN
 LX2858  USGS QUAD   -  MOUNT CARMEL (1984)
 LX2858
 LX2858                         *CURRENT SURVEY CONTROL
 LX2858  ___________________________________________________________________
 LX2858* NAD 83(1986)-  41 23 58.     (N)    072 53 33.     (W)     SCALED    
 LX2858* NAVD 88     -        20.094  (meters)      65.93   (feet)  ADJUSTED  
 LX2858  ___________________________________________________________________
 LX2858  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX2858  DYNAMIC HT  -          20.088 (meters)      65.91  (feet)  COMP
 LX2858  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX2858
 LX2858  VERT ORDER  -  FIRST     CLASS II
 LX2858
 LX2858.The horizontal coordinates were scaled from a topographic map and have
 LX2858.an estimated accuracy of +/- 6 seconds.
 LX2858
 LX2858.The orthometric height was determined by differential leveling
 LX2858.and adjusted by the National Geodetic Survey in June 1991..
 LX2858
 LX2858.The geoid height was determined by GEOID03.
 LX2858
 LX2858.The dynamic height is computed by dividing the NAVD 88
 LX2858.geopotential number by the normal gravity value computed on the
 LX2858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2858.degrees latitude (g = 980.6199 gals.).
 LX2858
 LX2858.The modeled gravity was interpolated from observed gravity values.
 LX2858
 LX2858;                    North         East    Units  Estimated Accuracy
 LX2858;SPC CT       -   215,280.      292,880.      MT  (+/- 180 meters Scaled)
 LX2858
 LX2858                          SUPERSEDED SURVEY CONTROL
 LX2858
 LX2858.No superseded survey control is available for this station.
 LX2858
 LX2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL761852(NAD 83)
 LX2858_MARKER: DB = BENCH MARK DISK
 LX2858_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2858_SP_SET: BRIDGE PIER
 LX2858_STAMPING: U 78 1985
 LX2858_MARK LOGO: NGS   
 LX2858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2858
 LX2858  HISTORY     - Date     Condition        Report By
 LX2858  HISTORY     - 1985     MONUMENTED       NGS
 LX2858
 LX2858                          STATION DESCRIPTION
 LX2858
 LX2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2858'0.9 KM (0.55 MI) EAST FROM HAMDEN.
 LX2858'0.9 KM (0.55 MI) EAST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF
 LX2858'STATE HIGHWAY 10 IN HAMDEN TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2858'CONCRETE BASE OF THE PIERS FOR THE WESTBOUND LANE OF THE STATE HIGHWAY
 LX2858'40 OVERPASS, 11.58 METERS (38.0 FT) WEST OF THE CENTER LINE OF THE
 LX2858'HIGHWAY, 4.21 METERS (13.8 FT) NORTH OF THE SOUTH END OF THE BASE OF
 LX2858'THE PIERS, 0.52 METER (1.7 FT) EAST OF THE WEST EDGE OF THE BASE OF
 LX2858'THE PIERS.
 LX2858'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2558 ***********************************************************************
 LX2558  DESIGNATION -  U 79
 LX2558  PID         -  LX2558
 LX2558  STATE/COUNTY-  CT/LITCHFIELD
 LX2558  USGS QUAD   -  NEW PRESTON (1984)
 LX2558
 LX2558                         *CURRENT SURVEY CONTROL
 LX2558  ___________________________________________________________________
 LX2558* NAD 83(1986)-  41 40 08.     (N)    073 19 23.     (W)     SCALED    
 LX2558* NAVD 88     -       191.236  (meters)     627.41   (feet)  ADJUSTED  
 LX2558  ___________________________________________________________________
 LX2558  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX2558  DYNAMIC HT  -         191.173 (meters)     627.21  (feet)  COMP
 LX2558  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX2558
 LX2558  VERT ORDER  -  FIRST     CLASS II
 LX2558
 LX2558.The horizontal coordinates were scaled from a topographic map and have
 LX2558.an estimated accuracy of +/- 6 seconds.
 LX2558
 LX2558.The orthometric height was determined by differential leveling
 LX2558.and adjusted by the National Geodetic Survey in June 1991..
 LX2558
 LX2558.The geoid height was determined by GEOID03.
 LX2558
 LX2558.The dynamic height is computed by dividing the NAVD 88
 LX2558.geopotential number by the normal gravity value computed on the
 LX2558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2558.degrees latitude (g = 980.6199 gals.).
 LX2558
 LX2558.The modeled gravity was interpolated from observed gravity values.
 LX2558
 LX2558;                    North         East    Units  Estimated Accuracy
 LX2558;SPC CT       -   245,360.      257,080.      MT  (+/- 180 meters Scaled)
 LX2558
 LX2558                          SUPERSEDED SURVEY CONTROL
 LX2558
 LX2558.No superseded survey control is available for this station.
 LX2558
 LX2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM396143(NAD 83)
 LX2558_MARKER: DB = BENCH MARK DISK
 LX2558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2558_SP_SET: BRIDGE ABUTMENT
 LX2558_STAMPING: U 79 1985
 LX2558_MARK LOGO: NGS   
 LX2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2558+STABILITY: SURFACE MOTION
 LX2558
 LX2558  HISTORY     - Date     Condition        Report By
 LX2558  HISTORY     - 1985     MONUMENTED       NGS
 LX2558
 LX2558                          STATION DESCRIPTION
 LX2558
 LX2558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2558'3.2 KM (2.0 MI) NORTH FROM WASHINGTON DEPOT.
 LX2558'3.2 KM (2.05 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2558'WASHINGTON DEPOT TO THE MARK ON THE LEFT, IN THE SOUTHWEST ABUTMENT OF
 LX2558'THE BRIDGE OVER BEE BROOK, 7.6 METERS (25.0 FT) WEST OF THE CENTERLINE
 LX2558'OF THE HIGHWAY.
 LX2558'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0494 ***********************************************************************
 LX0494  DESIGNATION -  U 8
 LX0494  PID         -  LX0494
 LX0494  STATE/COUNTY-  CT/HARTFORD
 LX0494  USGS QUAD   -  MANCHESTER (1992)
 LX0494
 LX0494                         *CURRENT SURVEY CONTROL
 LX0494  ___________________________________________________________________
 LX0494* NAD 83(1986)-  41 47 11.     (N)    072 35 43.     (W)     SCALED    
 LX0494* NAVD 88     -        29.919  (meters)      98.16   (feet)  ADJUSTED  
 LX0494  ___________________________________________________________________
 LX0494  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX0494  DYNAMIC HT  -          29.909 (meters)      98.13  (feet)  COMP
 LX0494  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 LX0494
 LX0494  VERT ORDER  -  FIRST     CLASS II
 LX0494
 LX0494.The horizontal coordinates were scaled from a topographic map and have
 LX0494.an estimated accuracy of +/- 6 seconds.
 LX0494
 LX0494.The orthometric height was determined by differential leveling
 LX0494.and adjusted by the National Geodetic Survey in June 1991..
 LX0494
 LX0494.The geoid height was determined by GEOID03.
 LX0494
 LX0494.The dynamic height is computed by dividing the NAVD 88
 LX0494.geopotential number by the normal gravity value computed on the
 LX0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0494.degrees latitude (g = 980.6199 gals.).
 LX0494
 LX0494.The modeled gravity was interpolated from observed gravity values.
 LX0494
 LX0494;                    North         East    Units  Estimated Accuracy
 LX0494;SPC CT       -   258,260.      317,660.      MT  (+/- 180 meters Scaled)
 LX0494
 LX0494                          SUPERSEDED SURVEY CONTROL
 LX0494
 LX0494  NGVD 29 (??/??/92)   30.170  (m)           98.98   (f) ADJ UNCH    1 2
 LX0494
 LX0494.Superseded values are not recommended for survey control.
 LX0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0494.See file dsdata.txt to determine how the superseded data were derived.
 LX0494
 LX0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM998288(NAD 83)
 LX0494_MARKER: DB = BENCH MARK DISK
 LX0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0494_STAMPING: ELEV 98.983 FT U 8 1923
 LX0494_MARK LOGO: CGS   
 LX0494_PROJECTION: PROJECTING 15 CENTIMETERS
 LX0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0494+STABILITY: SURFACE MOTION
 LX0494
 LX0494  HISTORY     - Date     Condition        Report By
 LX0494  HISTORY     - 1923     MONUMENTED       CGS
 LX0494  HISTORY     - 1951     GOOD             NGS
 LX0494  HISTORY     - 1972     GOOD             CTGS
 LX0494  HISTORY     - 1984     GOOD             USPSQD
 LX0494  HISTORY     - 1984     GOOD             NGS
 LX0494
 LX0494                          STATION DESCRIPTION
 LX0494
 LX0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0494'AT EAST HARTFORD.
 LX0494'AT EAST HARTFORD, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0494'HARTFORD RAILROAD, ABOUT 2 MILES EAST OF MAIN STREET, 57 YARDS WEST OF
 LX0494'BRIDGE 26.84 OVER THE TRACKS AT LONG HILL STREET, 45.9 FEET SOUTH
 LX0494'OF THE SOUTH RAIL, 42 FEET SOUTHEAST OF A TELL-TALE POST, 33
 LX0494'FEET SOUTHEAST OF WUT POLE 112-17, 22 FEET NORTH OF A WIRE FENCE,
 LX0494'AND ABOUT 4 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED ELEV
 LX0494'98.983 FT U 8 1923 AND SET IN THE TOP OF A CONCRETE POST.
 LX0494
 LX0494                          STATION RECOVERY (1972)
 LX0494
 LX0494'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0494'RECOVERED IN GOOD CONDITION.
 LX0494
 LX0494                          STATION RECOVERY (1984)
 LX0494
 LX0494'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0494'RECOVERED IN GOOD CONDITION.
 LX0494
 LX0494                          STATION RECOVERY (1984)
 LX0494
 LX0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0494'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN EAST
 LX0494'HARTFORD, ALONG TOLLAND STREET IN THE REAR LOT OF 900 TOLLAND STREET,
 LX0494'55.47 METERS (182.0 FT) NORTH OF THE CENTERLINE OF TOLLAND STREET,
 LX0494'28.81 METERS (94.5 FT) NORTHEAST OF THE NORTHWEST CORNER OF HOUSE 900,
 LX0494'19.60 METERS (64.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF A TWO CAR
 LX0494'GARAGE, 17.70 METERS (58.0 FT) SOUTH OF THE SOUTH RAIL OF THE CONRAIL
 LX0494'RAILROAD.
 LX0494'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LX0494'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2545 ***********************************************************************
 LX2545  DESIGNATION -  U 80
 LX2545  PID         -  LX2545
 LX2545  STATE/COUNTY-  CT/LITCHFIELD
 LX2545  USGS QUAD   -  NEW PRESTON (1984)
 LX2545
 LX2545                         *CURRENT SURVEY CONTROL
 LX2545  ___________________________________________________________________
 LX2545* NAD 83(1986)-  41 44 19.     (N)    073 20 26.     (W)     SCALED    
 LX2545* NAVD 88     -       332.312  (meters)    1090.26   (feet)  ADJUSTED  
 LX2545  ___________________________________________________________________
 LX2545  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX2545  DYNAMIC HT  -         332.189 (meters)    1089.86  (feet)  COMP
 LX2545  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 LX2545
 LX2545  VERT ORDER  -  FIRST     CLASS II
 LX2545
 LX2545.The horizontal coordinates were scaled from a topographic map and have
 LX2545.an estimated accuracy of +/- 6 seconds.
 LX2545
 LX2545.The orthometric height was determined by differential leveling
 LX2545.and adjusted by the National Geodetic Survey in June 1991..
 LX2545
 LX2545.The geoid height was determined by GEOID03.
 LX2545
 LX2545.The dynamic height is computed by dividing the NAVD 88
 LX2545.geopotential number by the normal gravity value computed on the
 LX2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2545.degrees latitude (g = 980.6199 gals.).
 LX2545
 LX2545.The modeled gravity was interpolated from observed gravity values.
 LX2545
 LX2545;                    North         East    Units  Estimated Accuracy
 LX2545;SPC CT       -   253,110.      255,670.      MT  (+/- 180 meters Scaled)
 LX2545
 LX2545                          SUPERSEDED SURVEY CONTROL
 LX2545
 LX2545.No superseded survey control is available for this station.
 LX2545
 LX2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM379220(NAD 83)
 LX2545_MARKER: DB = BENCH MARK DISK
 LX2545_SETTING: 66 = SET IN ROCK OUTCROP
 LX2545_SP_SET: ROCK OUTCROP
 LX2545_STAMPING: U 80 1985
 LX2545_MARK LOGO: NGS   
 LX2545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2545+STABILITY: POSITION/ELEVATION WELL
 LX2545
 LX2545  HISTORY     - Date     Condition        Report By
 LX2545  HISTORY     - 1985     MONUMENTED       NGS
 LX2545
 LX2545                          STATION DESCRIPTION
 LX2545
 LX2545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2545'1.0 KM (0.6 MI) SOUTH FROM WARREN.
 LX2545'1.0 KM (0.65 MI) SOUTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2545'WARREN TO THE MARK ON THE RIGHT, BETWEEN POWER POLES 623 AND 624,
 LX2545'7.3 METERS (24.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LX2545'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 LX2545'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2429 ***********************************************************************
 LX2429  DESIGNATION -  U 81
 LX2429  PID         -  LX2429
 LX2429  STATE/COUNTY-  CT/HARTFORD
 LX2429  USGS QUAD   -  MERIDEN (1992)
 LX2429
 LX2429                         *CURRENT SURVEY CONTROL
 LX2429  ___________________________________________________________________
 LX2429* NAD 83(1986)-  41 33 41.     (N)    072 52 09.     (W)     SCALED    
 LX2429* NAVD 88     -        54.755  (meters)     179.64   (feet)  ADJUSTED  
 LX2429  ___________________________________________________________________
 LX2429  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 LX2429  DYNAMIC HT  -          54.738 (meters)     179.59  (feet)  COMP
 LX2429  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 LX2429
 LX2429  VERT ORDER  -  FIRST     CLASS II
 LX2429
 LX2429.The horizontal coordinates were scaled from a topographic map and have
 LX2429.an estimated accuracy of +/- 6 seconds.
 LX2429
 LX2429.The orthometric height was determined by differential leveling
 LX2429.and adjusted by the National Geodetic Survey in June 1991..
 LX2429
 LX2429.The geoid height was determined by GEOID03.
 LX2429
 LX2429.The dynamic height is computed by dividing the NAVD 88
 LX2429.geopotential number by the normal gravity value computed on the
 LX2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2429.degrees latitude (g = 980.6199 gals.).
 LX2429
 LX2429.The modeled gravity was interpolated from observed gravity values.
 LX2429
 LX2429;                    North         East    Units  Estimated Accuracy
 LX2429;SPC CT       -   233,260.      294,860.      MT  (+/- 180 meters Scaled)
 LX2429
 LX2429                          SUPERSEDED SURVEY CONTROL
 LX2429
 LX2429.No superseded survey control is available for this station.
 LX2429
 LX2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM776032(NAD 83)
 LX2429_MARKER: I = METAL ROD
 LX2429_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2429_SP_SET: STAINLESS STEEL ROD
 LX2429_STAMPING: U 81 1985
 LX2429_MARK LOGO: NGS   
 LX2429_PROJECTION: FLUSH
 LX2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2429_ROD/PIPE-DEPTH: 4.9  meters
 LX2429
 LX2429  HISTORY     - Date     Condition        Report By
 LX2429  HISTORY     - 1985     MONUMENTED       NGS
 LX2429
 LX2429                          STATION DESCRIPTION
 LX2429
 LX2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2429'1.4 KM (0.85 MI) NW FROM PRATTS CORNER.
 LX2429'1.4 KM (0.85 MI) NORTHWEST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX2429'STATE HIGHWAY 120 IN PRATTS CORNER TO THE MARK ON THE LEFT, IN FRONT
 LX2429'OF THE NEW ADDITION OF THE CHURCH OF JESUS CHRIST OF LATTERDAY SAINTS
 LX2429'(SOUTHINGTON WARD), 7.80 METERS (25.6 FT) SOUTH-SOUTHWEST OF THE
 LX2429'CENTERLINE OF THE HIGHWAY, 16.09 METERS (52.8 FT) NORTHEAST OF THE
 LX2429'NORTHWEST CORNER OF THE CHURCH, 14.23 METERS (46.7 FT) NORTH-NORTHEAST
 LX2429'OF THE NORTHEAST CORNER OF THE CHURCH, 2.19 METERS (7.2 FT) SOUTHEAST
 LX2429'OF UTILITY POLE 86886 WITH STREET LAMP.  NOTE--ACCESS TO DATUM POINT
 LX2429'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2429'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2740 ***********************************************************************
 LX2740  DESIGNATION -  U 83
 LX2740  PID         -  LX2740
 LX2740  STATE/COUNTY-  CT/HARTFORD
 LX2740  USGS QUAD   -  SOUTHINGTON (1992)
 LX2740
 LX2740                         *CURRENT SURVEY CONTROL
 LX2740  ___________________________________________________________________
 LX2740* NAD 83(1986)-  41 35 06.     (N)    072 53 27.     (W)     SCALED    
 LX2740* NAVD 88     -        45.455  (meters)     149.13   (feet)  ADJUSTED  
 LX2740  ___________________________________________________________________
 LX2740  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX2740  DYNAMIC HT  -          45.441 (meters)     149.08  (feet)  COMP
 LX2740  MODELED GRAV-     980,322.0   (mgal)                       NAVD 88
 LX2740
 LX2740  VERT ORDER  -  FIRST     CLASS II
 LX2740
 LX2740.The horizontal coordinates were scaled from a topographic map and have
 LX2740.an estimated accuracy of +/- 6 seconds.
 LX2740
 LX2740.The orthometric height was determined by differential leveling
 LX2740.and adjusted by the National Geodetic Survey in June 1991..
 LX2740
 LX2740.The geoid height was determined by GEOID03.
 LX2740
 LX2740.The dynamic height is computed by dividing the NAVD 88
 LX2740.geopotential number by the normal gravity value computed on the
 LX2740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2740.degrees latitude (g = 980.6199 gals.).
 LX2740
 LX2740.The modeled gravity was interpolated from observed gravity values.
 LX2740
 LX2740;                    North         East    Units  Estimated Accuracy
 LX2740;SPC CT       -   235,890.      293,060.      MT  (+/- 180 meters Scaled)
 LX2740
 LX2740                          SUPERSEDED SURVEY CONTROL
 LX2740
 LX2740.No superseded survey control is available for this station.
 LX2740
 LX2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM758058(NAD 83)
 LX2740_MARKER: I = METAL ROD
 LX2740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2740_SP_SET: STAINLESS STEEL ROD
 LX2740_STAMPING: U 83 1985
 LX2740_MARK LOGO: NGS   
 LX2740_PROJECTION: FLUSH
 LX2740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2740_ROD/PIPE-DEPTH: 17.7 meters
 LX2740
 LX2740  HISTORY     - Date     Condition        Report By
 LX2740  HISTORY     - 1985     MONUMENTED       NGS
 LX2740
 LX2740                          STATION DESCRIPTION
 LX2740
 LX2740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2740'IN PLANTSVILLE.
 LX2740'IN PLANTSVILLE, 0.2 KM (0.15 MI) SOUTHWEST ALONG STATE HIGHWAY 10 FROM
 LX2740'THE JUNCTION OF WEST MAIN STREET TO THE MARK ON THE LEFT, AT THE POST
 LX2740'OFFICE, 23.29 METERS (76.4 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LX2740'HIGHWAY, 9.33 METERS (30.6 FT) EAST OF THE NORTHWEST CORNER OF THE
 LX2740'POST OFFICE, 5.49 METERS (18.0 FT) SOUTH OF A 91-CM (36-INCH) MAPLE
 LX2740'TREE, 0.43 METER (1.4 FT) NORTH OF THE NORTH FACE OF THE POST OFFICE.
 LX2740'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2740'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2658 ***********************************************************************
 LX2658  DESIGNATION -  U 84
 LX2658  PID         -  LX2658
 LX2658  STATE/COUNTY-  CT/NEW HAVEN
 LX2658  USGS QUAD   -  GUILFORD (1984)
 LX2658
 LX2658                         *CURRENT SURVEY CONTROL
 LX2658  ___________________________________________________________________
 LX2658* NAD 83(1986)-  41 21 35.     (N)    072 37 37.     (W)     SCALED    
 LX2658* NAVD 88     -        99.744  (meters)     327.24   (feet)  ADJUSTED  
 LX2658  ___________________________________________________________________
 LX2658  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX2658  DYNAMIC HT  -          99.710 (meters)     327.13  (feet)  COMP
 LX2658  MODELED GRAV-     980,281.9   (mgal)                       NAVD 88
 LX2658
 LX2658  VERT ORDER  -  FIRST     CLASS II
 LX2658
 LX2658.The horizontal coordinates were scaled from a topographic map and have
 LX2658.an estimated accuracy of +/- 6 seconds.
 LX2658
 LX2658.The orthometric height was determined by differential leveling
 LX2658.and adjusted by the National Geodetic Survey in June 1991..
 LX2658
 LX2658.The geoid height was determined by GEOID03.
 LX2658
 LX2658.The dynamic height is computed by dividing the NAVD 88
 LX2658.geopotential number by the normal gravity value computed on the
 LX2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2658.degrees latitude (g = 980.6199 gals.).
 LX2658
 LX2658.The modeled gravity was interpolated from observed gravity values.
 LX2658
 LX2658;                    North         East    Units  Estimated Accuracy
 LX2658;SPC CT       -   210,870.      315,100.      MT  (+/- 180 meters Scaled)
 LX2658
 LX2658                          SUPERSEDED SURVEY CONTROL
 LX2658
 LX2658.No superseded survey control is available for this station.
 LX2658
 LX2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL984814(NAD 83)
 LX2658_MARKER: DB = BENCH MARK DISK
 LX2658_SETTING: 66 = SET IN ROCK OUTCROP
 LX2658_SP_SET: ROCK OUTCROP
 LX2658_STAMPING: U 84 1985
 LX2658_MARK LOGO: NGS   
 LX2658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2658+STABILITY: POSITION/ELEVATION WELL
 LX2658
 LX2658  HISTORY     - Date     Condition        Report By
 LX2658  HISTORY     - 1985     MONUMENTED       NGS
 LX2658  HISTORY     - 19950728 GOOD             USPSQD
 LX2658
 LX2658                          STATION DESCRIPTION
 LX2658
 LX2658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2658'5.7 KM (3.55 MI) WEST FROM KILLINGWORTH.
 LX2658'5.7 KM (3.55 MI) WEST ALONG STATE HIGHWAY 80 FROM THE JUNCTION OF
 LX2658'STATE HIGHWAY 81 IN KILLINGWORTH TO THE MARK ON THE RIGHT, JUST
 LX2658'SOUTHEAST OF THE ENTRANCE TO THE SUMMER HILL CEMETERY, 6.25 METERS
 LX2658'(20.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LX2658'THE MARK IS 1.45 METERS  NNW FROM  A WITNESS POST
 LX2658'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2658
 LX2658                          STATION RECOVERY (1995)
 LX2658
 LX2658'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2898 ***********************************************************************
 LX2898  DESIGNATION -  U 85
 LX2898  PID         -  LX2898
 LX2898  STATE/COUNTY-  CT/HARTFORD
 LX2898  USGS QUAD   -  MANCHESTER (1992)
 LX2898
 LX2898                         *CURRENT SURVEY CONTROL
 LX2898  ___________________________________________________________________
 LX2898* NAD 83(1986)-  41 50 25.     (N)    072 32 06.     (W)     SCALED    
 LX2898* NAVD 88     -        80.510  (meters)     264.14   (feet)  ADJUSTED  
 LX2898  ___________________________________________________________________
 LX2898  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX2898  DYNAMIC HT  -          80.484 (meters)     264.05  (feet)  COMP
 LX2898  MODELED GRAV-     980,305.0   (mgal)                       NAVD 88
 LX2898
 LX2898  VERT ORDER  -  FIRST     CLASS II
 LX2898
 LX2898.The horizontal coordinates were scaled from a topographic map and have
 LX2898.an estimated accuracy of +/- 6 seconds.
 LX2898
 LX2898.The orthometric height was determined by differential leveling
 LX2898.and adjusted by the National Geodetic Survey in June 1991..
 LX2898
 LX2898.The geoid height was determined by GEOID03.
 LX2898
 LX2898.The dynamic height is computed by dividing the NAVD 88
 LX2898.geopotential number by the normal gravity value computed on the
 LX2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2898.degrees latitude (g = 980.6199 gals.).
 LX2898
 LX2898.The modeled gravity was interpolated from observed gravity values.
 LX2898
 LX2898;                    North         East    Units  Estimated Accuracy
 LX2898;SPC CT       -   264,250.      322,660.      MT  (+/- 180 meters Scaled)
 LX2898
 LX2898                          SUPERSEDED SURVEY CONTROL
 LX2898
 LX2898.No superseded survey control is available for this station.
 LX2898
 LX2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM046349(NAD 83)
 LX2898_MARKER: I = METAL ROD
 LX2898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2898_SP_SET: STAINLESS STEEL ROD
 LX2898_STAMPING: U 85 1986
 LX2898_MARK LOGO: NGS   
 LX2898_PROJECTION: FLUSH
 LX2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2898_ROD/PIPE-DEPTH: 3.7  meters
 LX2898
 LX2898  HISTORY     - Date     Condition        Report By
 LX2898  HISTORY     - 1986     MONUMENTED       NGS
 LX2898
 LX2898                          STATION DESCRIPTION
 LX2898
 LX2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2898'2.5 KM (1.55 MI) NE FROM SOUTH WINDSOR.
 LX2898'0.24 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 LX2898'IN SOUTH WINDSOR, THENCE 2.25 KM (1.4 MI) NORTHEASTERLY ALONG STATE
 LX2898'HIGHWAY 74 TO THE MARK ON THE LEFT.  IT IS 7.99 METERS (26.2 FT) NORTH
 LX2898'OF THE CENTERLINE OF THE HIGHWAY, 7.38 METERS (24.2 FT) SOUTHEAST OF
 LX2898'THE CENTERLINE OF FOSTER STREET AND 4.51 METERS 14.8 FT) EAST OF
 LX2898'UTILITY POLE NO. 992.
 LX2898'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2898'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2992 ***********************************************************************
 LX2992  DESIGNATION -  U 87
 LX2992  PID         -  LX2992
 LX2992  STATE/COUNTY-  CT/WINDHAM
 LX2992  USGS QUAD   -  EASTFORD (1983)
 LX2992
 LX2992                         *CURRENT SURVEY CONTROL
 LX2992  ___________________________________________________________________
 LX2992* NAD 83(1986)-  41 53 46.     (N)    072 02 12.     (W)     SCALED    
 LX2992* NAVD 88     -       244.319  (meters)     801.57   (feet)  ADJUSTED  
 LX2992  ___________________________________________________________________
 LX2992  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2992  DYNAMIC HT  -         244.233 (meters)     801.29  (feet)  COMP
 LX2992  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 LX2992
 LX2992  VERT ORDER  -  FIRST     CLASS II
 LX2992
 LX2992.The horizontal coordinates were scaled from a topographic map and have
 LX2992.an estimated accuracy of +/- 6 seconds.
 LX2992
 LX2992.The orthometric height was determined by differential leveling
 LX2992.and adjusted by the National Geodetic Survey in June 1991..
 LX2992
 LX2992.The geoid height was determined by GEOID03.
 LX2992
 LX2992.The dynamic height is computed by dividing the NAVD 88
 LX2992.geopotential number by the normal gravity value computed on the
 LX2992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2992.degrees latitude (g = 980.6199 gals.).
 LX2992
 LX2992.The modeled gravity was interpolated from observed gravity values.
 LX2992
 LX2992;                    North         East    Units  Estimated Accuracy
 LX2992;SPC CT       -   270,680.      364,000.      MT  (+/- 180 meters Scaled)
 LX2992
 LX2992                          SUPERSEDED SURVEY CONTROL
 LX2992
 LX2992.No superseded survey control is available for this station.
 LX2992
 LX2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM458424(NAD 83)
 LX2992_MARKER: DB = BENCH MARK DISK
 LX2992_SETTING: 66 = SET IN ROCK OUTCROP
 LX2992_SP_SET: ROCK OUTCROP
 LX2992_STAMPING: U 87 1986
 LX2992_MARK LOGO: NGS   
 LX2992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2992+STABILITY: POSITION/ELEVATION WELL
 LX2992
 LX2992  HISTORY     - Date     Condition        Report By
 LX2992  HISTORY     - 1986     MONUMENTED       NGS
 LX2992
 LX2992                          STATION DESCRIPTION
 LX2992
 LX2992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2992'5.3 KM (3.3 MI) NORTH FROM PHOENIXVILLE.
 LX2992'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 198 FROM THE JUNCTION OF
 LX2992'U.S. HIGHWAY 44 IN PHOENIXVILLE, THENCE 4.0 KM (2.5 MI) EAST ALONG
 LX2992'BOSTON PIKE ROAD TO THE MARK ON THE LEFT IN TOP OF A SMALL ROCK
 LX2992'OUTCROP.  IT IS 4.88 METERS (16.0 FT) NORTH OF THE CENTERLINE OF THE
 LX2992'ROAD AND 9.42 METERS (30.9 FT) NORTHEAST OF AND ACROSS THE ROAD FROM
 LX2992'UTILITY POLE NO. 1250.
 LX2992'THE MARK IS 0.35 METERS  E FROM  A WITNESS POST
 LX2992'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3024 ***********************************************************************
 LX3024  DESIGNATION -  U 88
 LX3024  PID         -  LX3024
 LX3024  STATE/COUNTY-  CT/TOLLAND
 LX3024  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX3024
 LX3024                         *CURRENT SURVEY CONTROL
 LX3024  ___________________________________________________________________
 LX3024* NAD 83(1986)-  41 52 45.     (N)    072 16 52.     (W)     SCALED    
 LX3024* NAVD 88     -       170.606  (meters)     559.73   (feet)  ADJUSTED  
 LX3024  ___________________________________________________________________
 LX3024  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX3024  DYNAMIC HT  -         170.549 (meters)     559.54  (feet)  COMP
 LX3024  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX3024
 LX3024  VERT ORDER  -  FIRST     CLASS II
 LX3024
 LX3024.The horizontal coordinates were scaled from a topographic map and have
 LX3024.an estimated accuracy of +/- 6 seconds.
 LX3024
 LX3024.The orthometric height was determined by differential leveling
 LX3024.and adjusted by the National Geodetic Survey in June 1991..
 LX3024
 LX3024.The geoid height was determined by GEOID03.
 LX3024
 LX3024.The dynamic height is computed by dividing the NAVD 88
 LX3024.geopotential number by the normal gravity value computed on the
 LX3024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3024.degrees latitude (g = 980.6199 gals.).
 LX3024
 LX3024.The modeled gravity was interpolated from observed gravity values.
 LX3024
 LX3024;                    North         East    Units  Estimated Accuracy
 LX3024;SPC CT       -   268,660.      343,720.      MT  (+/- 180 meters Scaled)
 LX3024
 LX3024                          SUPERSEDED SURVEY CONTROL
 LX3024
 LX3024.No superseded survey control is available for this station.
 LX3024
 LX3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM256399(NAD 83)
 LX3024_MARKER: DB = BENCH MARK DISK
 LX3024_SETTING: 66 = SET IN ROCK OUTCROP
 LX3024_SP_SET: ROCK OUTCROP
 LX3024_STAMPING: U 88 1986
 LX3024_MARK LOGO: NGS   
 LX3024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3024+STABILITY: POSITION/ELEVATION WELL
 LX3024
 LX3024  HISTORY     - Date     Condition        Report By
 LX3024  HISTORY     - 1986     MONUMENTED       NGS
 LX3024  HISTORY     - 20031007 GOOD             INDIV
 LX3024
 LX3024                          STATION DESCRIPTION
 LX3024
 LX3024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3024'1.8 KM (1.1 MI) EAST FROM WEST WULLINGTON.
 LX3024'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF STATE
 LX3024'HIGHWAY 32 IN WEST WILLINGTON TO THE MARK ON THE LEFT IN TOP OF A
 LX3024'SMALL ROCK OUTCROP, ALSO 1.4 KM (0.9 MI) WEST ALONG STATE HIGHWAY 74
 LX3024'FROM THE JUNCTION OF STATE HIGHWAY 320 SOUTH IN WILLINGTON HILL, 5.03
 LX3024'METERS (16.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.79
 LX3024'METER (2.6 FT) SOUTHWEST OF UTILITY POLE NO. 500.
 LX3024'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3024
 LX3024                          STATION RECOVERY (2003)
 LX3024
 LX3024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3024'2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3307 ***********************************************************************
 LX3307  DESIGNATION -  U 89
 LX3307  PID         -  LX3307
 LX3307  STATE/COUNTY-  CT/NEW LONDON
 LX3307  USGS QUAD   -  COLCHESTER (1984)
 LX3307
 LX3307                         *CURRENT SURVEY CONTROL
 LX3307  ___________________________________________________________________
 LX3307* NAD 83(1986)-  41 35 50.     (N)    072 17 30.     (W)     SCALED    
 LX3307* NAVD 88     -       142.184  (meters)     466.48   (feet)  ADJUSTED  
 LX3307  ___________________________________________________________________
 LX3307  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3307  DYNAMIC HT  -         142.134 (meters)     466.32  (feet)  COMP
 LX3307  MODELED GRAV-     980,267.2   (mgal)                       NAVD 88
 LX3307
 LX3307  VERT ORDER  -  FIRST     CLASS II
 LX3307
 LX3307.The horizontal coordinates were scaled from a topographic map and have
 LX3307.an estimated accuracy of +/- 6 seconds.
 LX3307
 LX3307.The orthometric height was determined by differential leveling
 LX3307.and adjusted by the National Geodetic Survey in June 1991..
 LX3307
 LX3307.The geoid height was determined by GEOID03.
 LX3307
 LX3307.The dynamic height is computed by dividing the NAVD 88
 LX3307.geopotential number by the normal gravity value computed on the
 LX3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3307.degrees latitude (g = 980.6199 gals.).
 LX3307
 LX3307.The modeled gravity was interpolated from observed gravity values.
 LX3307
 LX3307;                    North         East    Units  Estimated Accuracy
 LX3307;SPC CT       -   237,340.      343,010.      MT  (+/- 180 meters Scaled)
 LX3307
 LX3307                          SUPERSEDED SURVEY CONTROL
 LX3307
 LX3307.No superseded survey control is available for this station.
 LX3307
 LX3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM257086(NAD 83)
 LX3307_MARKER: I = METAL ROD
 LX3307_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3307+WITH SETTING: INFORMATION.
 LX3307_SP_SET: STAINLESS STEEL ROD
 LX3307_STAMPING: U 89 1986
 LX3307_MARK LOGO: NGS   
 LX3307_PROJECTION: FLUSH
 LX3307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3307_ROD/PIPE-DEPTH: 1.29 meters
 LX3307
 LX3307  HISTORY     - Date     Condition        Report By
 LX3307  HISTORY     - 1986     MONUMENTED       NGS
 LX3307  HISTORY     - 19901020 GOOD             USPSQD
 LX3307
 LX3307                          STATION DESCRIPTION
 LX3307
 LX3307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3307'3.4 KM (2.1 MI) SW FROM LEBANON.
 LX3307'3.4 KM (2.1 MI) SOUTHWEST ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 LX3307'STATE HIGHWAY 207 IN LEBANON TO THE MARK ON THE LEFT AT THE PRIVATE
 LX3307'ENTRANCE TO TANGLETREE FARM, O.2 KM (0.1 MI) SOUTHEAST OF THE JUNCTION
 LX3307'OF LEVITA ROAD.  ALSO 4.8 KM (3.0 MI) NORTHEAST ALONG STATE HIGHWAY
 LX3307'16 FROM THE JUNCTION OF STATE HIGHWAY 16 LEADING SOUTHWEST IN
 LX3307'COLCHESTER.  IT IS 8.02 METERS (26.3 FT) SOUTHWEST OF THE CENTERLINE
 LX3307'OF THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTHEAST OF THE CENTER OF THE
 LX3307'ENTRANCE, 3.11 METERS (10.2 FT) NORTHEAST OF A BRICK PILLAR AT
 LX3307'ENTRANCE AND 1.04 METERS (3.4 FT) SOUTHEAST OF UTILITY POLE NO. 3497.
 LX3307'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3307'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3307
 LX3307                          STATION RECOVERY (1990)
 LX3307
 LX3307'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0021 ***********************************************************************
 LX0021  DESIGNATION -  U 9
 LX0021  PID         -  LX0021
 LX0021  STATE/COUNTY-  CT/NEW LONDON
 LX0021  USGS QUAD   -  NORWICH (1983)
 LX0021
 LX0021                         *CURRENT SURVEY CONTROL
 LX0021  ___________________________________________________________________
 LX0021* NAD 83(1986)-  41 36 49.     (N)    072 01 54.     (W)     SCALED    
 LX0021* NAVD 88     -        47.628  (meters)     156.26   (feet)  ADJUSTED  
 LX0021  ___________________________________________________________________
 LX0021  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX0021  DYNAMIC HT  -          47.612 (meters)     156.21  (feet)  COMP
 LX0021  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX0021
 LX0021  VERT ORDER  -  FIRST     CLASS II
 LX0021
 LX0021.The horizontal coordinates were scaled from a topographic map and have
 LX0021.an estimated accuracy of +/- 6 seconds.
 LX0021
 LX0021.The orthometric height was determined by differential leveling
 LX0021.and adjusted by the National Geodetic Survey in June 1991..
 LX0021
 LX0021.The geoid height was determined by GEOID03.
 LX0021
 LX0021.The dynamic height is computed by dividing the NAVD 88
 LX0021.geopotential number by the normal gravity value computed on the
 LX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0021.degrees latitude (g = 980.6199 gals.).
 LX0021
 LX0021.The modeled gravity was interpolated from observed gravity values.
 LX0021
 LX0021;                    North         East    Units  Estimated Accuracy
 LX0021;SPC CT       -   239,310.      364,670.      MT  (+/- 180 meters Scaled)
 LX0021
 LX0021                          SUPERSEDED SURVEY CONTROL
 LX0021
 LX0021  NGVD 29 (??/??/92)   47.904  (m)          157.16   (f) ADJ UNCH    1 2
 LX0021
 LX0021.Superseded values are not recommended for survey control.
 LX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0021.See file dsdata.txt to determine how the superseded data were derived.
 LX0021
 LX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM473111(NAD 83)
 LX0021_MARKER: DB = BENCH MARK DISK
 LX0021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0021_STAMPING: 157.165 FT U 9 1923
 LX0021_MARK LOGO: CGS   
 LX0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0021+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LX0021
 LX0021  HISTORY     - Date     Condition        Report By
 LX0021  HISTORY     - 1923     MONUMENTED       CGS
 LX0021  HISTORY     - 1951     GOOD             NGS
 LX0021  HISTORY     - 1984     GOOD             USPSQD
 LX0021  HISTORY     - 1984     GOOD             NGS
 LX0021  HISTORY     - 1988     GOOD             USPSQD
 LX0021  HISTORY     - 20060523 GOOD             USPSQD
 LX0021
 LX0021                          STATION DESCRIPTION
 LX0021
 LX0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0021'AT VERSAILLES.
 LX0021'AT VERSAILLES, NEW LONDON COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0021'AND HARTFORD RAILROAD, ABOUT 1/8 MILE EAST OF THE STATION, 110
 LX0021'YARDS EAST OF MILEPOST P 45-W 13, AT THE BRIDGE OVER THE JEWETT
 LX0021'CITY-OCCUM ROAD, AT THE SOUTH END OF THE WEST ABUTMENT, 14.3
 LX0021'FEET SOUTH OF THE SOUTH RAIL ON THE INSIDE OF A CURVE, ON THE
 LX0021'SOUTHWEST WING WALL OF THE MASONRY ARCH BRIDGE, IN THE FOURTH
 LX0021'COURSE FROM THE TOP, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 LX0021'A STANDARD DISK, STAMPED 157.165 FT U 9 1923.
 LX0021
 LX0021                          STATION RECOVERY (1984)
 LX0021
 LX0021'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0021'RECOVERED IN GOOD CONDITION.
 LX0021
 LX0021                          STATION RECOVERY (1984)
 LX0021
 LX0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0021'RECOVERED IN GOOD CONDITION, THE 1923 DESCRIPTION IS ADEQUATE EXCEPT,
 LX0021'CHANGE TO REACH 4.6 KM (2.9 MI) EAST ALONG STATE HIGHWAY 138 FROM THE
 LX0021'JUNCTION OF STATE HIGHWAY 97 IN BALTIC, ALSO 4.8 KM (3.0 MI) WEST
 LX0021'ALONG STATE HIGHWAY 138 FROM THE JUNCTION OF STATE HIGHWAY 12 IN
 LX0021'JEWETT CITY.
 LX0021
 LX0021                          STATION RECOVERY (1988)
 LX0021
 LX0021'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0021'RECOVERED IN GOOD CONDITION.
 LX0021
 LX0021                          STATION RECOVERY (2006)
 LX0021
 LX0021'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3377 ***********************************************************************
 LX3377  DESIGNATION -  U 90
 LX3377  PID         -  LX3377
 LX3377  STATE/COUNTY-  CT/NEW LONDON
 LX3377  USGS QUAD   -  NORWICH (1983)
 LX3377
 LX3377                         *CURRENT SURVEY CONTROL
 LX3377  ___________________________________________________________________
 LX3377* NAD 83(1986)-  41 30 54.     (N)    072 06 15.     (W)     SCALED    
 LX3377* NAVD 88     -        28.308  (meters)      92.87   (feet)  ADJUSTED  
 LX3377  ___________________________________________________________________
 LX3377  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3377  DYNAMIC HT  -          28.299 (meters)      92.84  (feet)  COMP
 LX3377  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 LX3377
 LX3377  VERT ORDER  -  FIRST     CLASS II
 LX3377
 LX3377.The horizontal coordinates were scaled from a topographic map and have
 LX3377.an estimated accuracy of +/- 6 seconds.
 LX3377
 LX3377.The orthometric height was determined by differential leveling
 LX3377.and adjusted by the National Geodetic Survey in June 1991..
 LX3377
 LX3377.The geoid height was determined by GEOID03.
 LX3377
 LX3377.The dynamic height is computed by dividing the NAVD 88
 LX3377.geopotential number by the normal gravity value computed on the
 LX3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3377.degrees latitude (g = 980.6199 gals.).
 LX3377
 LX3377.The modeled gravity was interpolated from observed gravity values.
 LX3377
 LX3377;                    North         East    Units  Estimated Accuracy
 LX3377;SPC CT       -   228,310.      358,710.      MT  (+/- 180 meters Scaled)
 LX3377
 LX3377                          SUPERSEDED SURVEY CONTROL
 LX3377
 LX3377.No superseded survey control is available for this station.
 LX3377
 LX3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL416999(NAD 83)
 LX3377_MARKER: I = METAL ROD
 LX3377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3377_SP_SET: STAINLESS STEEL ROD
 LX3377_STAMPING: U 90 1986
 LX3377_MARK LOGO: NGS   
 LX3377_PROJECTION: FLUSH
 LX3377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3377+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 LX3377_ROD/PIPE-DEPTH: 3.5  meters
 LX3377
 LX3377  HISTORY     - Date     Condition        Report By
 LX3377  HISTORY     - 1986     MONUMENTED       NGS
 LX3377  HISTORY     - 19901129 GOOD             USPSQD
 LX3377  HISTORY     - 20060420 GOOD             USPSQD
 LX3377
 LX3377                          STATION DESCRIPTION
 LX3377
 LX3377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3377'1.7 KM (1.05 MI) WEST FROM NORWICH.
 LX3377'1.7 KM (1.05 MI) WEST ALONG STATE HIGHWAY 82 FROM THE JUNCTION OF
 LX3377'STATE HIGHWAY 32 IN NORWICH TO THE MARK ON THE RIGHT, AT THE
 LX3377'INTERSECTION OF NEW LONDON TURNPIKE, AT THE SOUTHWEST CORNER OF
 LX3377'THE EAST GREAT PLAIN VOLUNTEER FIRE COMPANY , AT THE FLAG POLE,
 LX3377'38.4 METERS (126.0 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY (WEST
 LX3377'MAIN STREET), 3.38 METER (11.1 FT) NORTHWEST OF THE SOUTHWEST
 LX3377'CORNER OF THE BUILDING, 1.13 METERS (3.7 FT) SOUTHEAST OF A
 LX3377'GRANITE MEMORIAL, 1.37 METERS (4.5 FT) SOUTH OF THE FLAG POLE.
 LX3377'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3377'THE MARK IS 0.18 M ABOVE NEW LONDON TURNPIKE.
 LX3377
 LX3377                          STATION RECOVERY (1990)
 LX3377
 LX3377'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3377'RECOVERED IN GOOD CONDITION.
 LX3377
 LX3377                          STATION RECOVERY (2006)
 LX3377
 LX3377'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3158 ***********************************************************************
 LX3158  DESIGNATION -  U 91
 LX3158  PID         -  LX3158
 LX3158  STATE/COUNTY-  CT/HARTFORD
 LX3158  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3158
 LX3158                         *CURRENT SURVEY CONTROL
 LX3158  ___________________________________________________________________
 LX3158* NAD 83(1986)-  41 38 00.     (N)    072 44 12.     (W)     SCALED    
 LX3158* NAVD 88     -        22.287  (meters)      73.12   (feet)  ADJUSTED  
 LX3158  ___________________________________________________________________
 LX3158  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX3158  DYNAMIC HT  -          22.280 (meters)      73.10  (feet)  COMP
 LX3158  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 LX3158
 LX3158  VERT ORDER  -  FIRST     CLASS II
 LX3158
 LX3158.The horizontal coordinates were scaled from a topographic map and have
 LX3158.an estimated accuracy of +/- 6 seconds.
 LX3158
 LX3158.The orthometric height was determined by differential leveling
 LX3158.and adjusted by the National Geodetic Survey in June 1991..
 LX3158
 LX3158.The geoid height was determined by GEOID03.
 LX3158
 LX3158.The dynamic height is computed by dividing the NAVD 88
 LX3158.geopotential number by the normal gravity value computed on the
 LX3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3158.degrees latitude (g = 980.6199 gals.).
 LX3158
 LX3158.The modeled gravity was interpolated from observed gravity values.
 LX3158
 LX3158;                    North         East    Units  Estimated Accuracy
 LX3158;SPC CT       -   241,250.      305,910.      MT  (+/- 180 meters Scaled)
 LX3158
 LX3158                          SUPERSEDED SURVEY CONTROL
 LX3158
 LX3158.No superseded survey control is available for this station.
 LX3158
 LX3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM885115(NAD 83)
 LX3158_MARKER: I = METAL ROD
 LX3158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3158_SP_SET: STAINLESS STEEL ROD
 LX3158_STAMPING: U 91 1986
 LX3158_MARK LOGO: NGS   
 LX3158_PROJECTION: FLUSH
 LX3158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3158_ROD/PIPE-DEPTH: 8.5  meters
 LX3158
 LX3158  HISTORY     - Date     Condition        Report By
 LX3158  HISTORY     - 1986     MONUMENTED       NGS
 LX3158
 LX3158                          STATION DESCRIPTION
 LX3158
 LX3158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3158'1.0 KM (0.6 MI) NORTH FROM BERLIN.
 LX3158'1.0 KM (0.6 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3158'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE RIGHT AT
 LX3158'A POWERLINE CROSSING.  IT IS 7.1 METERS (23.6 FT) SOUTHEAST OF THE
 LX3158'CENTERLINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY 5 AND STATE HIGHWAY
 LX3158'15, 14.5 METERS (47.8 FT) NORTHWEST OF THE CENTER OF A BELL TELEPHONE
 LX3158'MANHOLE COVER IN CENTER OF WORTHINGTON ROAD AND 0.24 METERS (0.8 FT)
 LX3158'EAST OF A GUYED POLE NO. 5007-S.
 LX3158'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3158'THE MARK IS 0.30 M ABOVE HIGHWAYS 5 AND 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3448 ***********************************************************************
 LX3448  DESIGNATION -  U 92
 LX3448  PID         -  LX3448
 LX3448  STATE/COUNTY-  CT/NEW LONDON
 LX3448  USGS QUAD   -  OLD LYME (1976)
 LX3448
 LX3448                         *CURRENT SURVEY CONTROL
 LX3448  ___________________________________________________________________
 LX3448* NAD 83(1986)-  41 20 57.     (N)    072 16 22.     (W)     SCALED    
 LX3448* NAVD 88     -        52.753  (meters)     173.07   (feet)  ADJUSTED  
 LX3448  ___________________________________________________________________
 LX3448  GEOID HEIGHT-         -30.41  (meters)                     GEOID03
 LX3448  DYNAMIC HT  -          52.734 (meters)     173.01  (feet)  COMP
 LX3448  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 LX3448
 LX3448  VERT ORDER  -  FIRST     CLASS II
 LX3448
 LX3448.The horizontal coordinates were scaled from a topographic map and have
 LX3448.an estimated accuracy of +/- 6 seconds.
 LX3448
 LX3448.The orthometric height was determined by differential leveling
 LX3448.and adjusted by the National Geodetic Survey in June 1991..
 LX3448
 LX3448.The geoid height was determined by GEOID03.
 LX3448
 LX3448.The dynamic height is computed by dividing the NAVD 88
 LX3448.geopotential number by the normal gravity value computed on the
 LX3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3448.degrees latitude (g = 980.6199 gals.).
 LX3448
 LX3448.The modeled gravity was interpolated from observed gravity values.
 LX3448
 LX3448;                    North         East    Units  Estimated Accuracy
 LX3448;SPC CT       -   209,800.      344,740.      MT  (+/- 180 meters Scaled)
 LX3448
 LX3448                          SUPERSEDED SURVEY CONTROL
 LX3448
 LX3448.No superseded survey control is available for this station.
 LX3448
 LX3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL281811(NAD 83)
 LX3448_MARKER: DB = BENCH MARK DISK
 LX3448_SETTING: 66 = SET IN ROCK OUTCROP
 LX3448_SP_SET: ROCK LEDGE
 LX3448_STAMPING: U 92 1986
 LX3448_MARK LOGO: NGS   
 LX3448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3448+STABILITY: POSITION/ELEVATION WELL
 LX3448
 LX3448  HISTORY     - Date     Condition        Report By
 LX3448  HISTORY     - 1986     MONUMENTED       NGS
 LX3448  HISTORY     - 1989     GOOD             USPSQD
 LX3448  HISTORY     - 19900414 GOOD             USPSQD
 LX3448  HISTORY     - 19901206 GOOD             USPSQD
 LX3448
 LX3448                          STATION DESCRIPTION
 LX3448
 LX3448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3448'5.9 KM (3.65 MI) EAST FROM OLD LYME.
 LX3448'5.9 KM (3.65 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 LX3448'INTERSTATE 95 IN OLD LYME TO THE MARK ON THE LEFT AT THE EAST END
 LX3448'OF A ROCK LEDGE,  7.4 METERS (24.5 FT) NORTH OF THE CENTERLINE OF
 LX3448'U.S. HIGHWAY 1.
 LX3448'THE MARK IS 0.91 METERS  W FROM  A WITNESS POST
 LX3448'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX3448
 LX3448                          STATION RECOVERY (1989)
 LX3448
 LX3448'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3448'RECOVERED IN GOOD CONDITION.
 LX3448
 LX3448                          STATION RECOVERY (1990)
 LX3448
 LX3448'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3448'RECOVERED IN GOOD CONDITION.
 LX3448
 LX3448                          STATION RECOVERY (1990)
 LX3448
 LX3448'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3204 ***********************************************************************
 LX3204  DESIGNATION -  U 93
 LX3204  PID         -  LX3204
 LX3204  STATE/COUNTY-  CT/WINDHAM
 LX3204  USGS QUAD   -  HAMPTON (1984)
 LX3204
 LX3204                         *CURRENT SURVEY CONTROL
 LX3204  ___________________________________________________________________
 LX3204* NAD 83(1986)-  41 48 29.     (N)    072 02 49.     (W)     SCALED    
 LX3204* NAVD 88     -       172.226  (meters)     565.04   (feet)  ADJUSTED  
 LX3204  ___________________________________________________________________
 LX3204  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3204  DYNAMIC HT  -         172.166 (meters)     564.85  (feet)  COMP
 LX3204  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LX3204
 LX3204  VERT ORDER  -  FIRST     CLASS II
 LX3204
 LX3204.The horizontal coordinates were scaled from a topographic map and have
 LX3204.an estimated accuracy of +/- 6 seconds.
 LX3204
 LX3204.The orthometric height was determined by differential leveling
 LX3204.and adjusted by the National Geodetic Survey in June 1991..
 LX3204
 LX3204.The geoid height was determined by GEOID03.
 LX3204
 LX3204.The dynamic height is computed by dividing the NAVD 88
 LX3204.geopotential number by the normal gravity value computed on the
 LX3204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3204.degrees latitude (g = 980.6199 gals.).
 LX3204
 LX3204.The modeled gravity was interpolated from observed gravity values.
 LX3204
 LX3204;                    North         East    Units  Estimated Accuracy
 LX3204;SPC CT       -   260,890.      363,220.      MT  (+/- 180 meters Scaled)
 LX3204
 LX3204                          SUPERSEDED SURVEY CONTROL
 LX3204
 LX3204.No superseded survey control is available for this station.
 LX3204
 LX3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM453326(NAD 83)
 LX3204_MARKER: DB = BENCH MARK DISK
 LX3204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3204_SP_SET: HEADWALL
 LX3204_STAMPING: U 93 1986
 LX3204_MARK LOGO: NGS   
 LX3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3204+STABILITY: SURFACE MOTION
 LX3204
 LX3204  HISTORY     - Date     Condition        Report By
 LX3204  HISTORY     - 1986     MONUMENTED       NGS
 LX3204
 LX3204                          STATION DESCRIPTION
 LX3204
 LX3204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3204'4.0 KM (2.5 MI) NORTH FROM HAMPTON.
 LX3204'4.0 KM (2.5 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3204'HAMPTON TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 LX3204'NORTHWEST HEADWALL OF A LARGE CULVERT WITH A CATCH BASIN ADDED TO THE
 LX3204'OUTSIDE OF THE HEADWALL FOR THE DITCH DRAINAGE, 6.10 METERS (20.0 FT)
 LX3204'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.24 METER (0.8 FT)
 LX3204'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 LX3204'THE MARK IS 0.10 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3417 ***********************************************************************
 LX3417  DESIGNATION -  U 97
 LX3417  PID         -  LX3417
 LX3417  STATE/COUNTY-  CT/NEW LONDON
 LX3417  USGS QUAD   -  NEW LONDON (1984)
 LX3417
 LX3417                         *CURRENT SURVEY CONTROL
 LX3417  ___________________________________________________________________
 LX3417* NAD 83(1986)-  41 22 16.     (N)    072 06 16.     (W)     SCALED    
 LX3417* NAVD 88     -        40.407  (meters)     132.57   (feet)  ADJUSTED  
 LX3417  ___________________________________________________________________
 LX3417  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX3417  DYNAMIC HT  -          40.393 (meters)     132.52  (feet)  COMP
 LX3417  MODELED GRAV-     980,272.4   (mgal)                       NAVD 88
 LX3417
 LX3417  VERT ORDER  -  FIRST     CLASS II
 LX3417
 LX3417.The horizontal coordinates were scaled from a topographic map and have
 LX3417.an estimated accuracy of +/- 6 seconds.
 LX3417
 LX3417.The orthometric height was determined by differential leveling
 LX3417.and adjusted by the National Geodetic Survey in June 1991..
 LX3417
 LX3417.The geoid height was determined by GEOID03.
 LX3417
 LX3417.The dynamic height is computed by dividing the NAVD 88
 LX3417.geopotential number by the normal gravity value computed on the
 LX3417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3417.degrees latitude (g = 980.6199 gals.).
 LX3417
 LX3417.The modeled gravity was interpolated from observed gravity values.
 LX3417
 LX3417;                    North         East    Units  Estimated Accuracy
 LX3417;SPC CT       -   212,330.      358,810.      MT  (+/- 180 meters Scaled)
 LX3417
 LX3417                          SUPERSEDED SURVEY CONTROL
 LX3417
 LX3417.No superseded survey control is available for this station.
 LX3417
 LX3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL421840(NAD 83)
 LX3417_MARKER: DB = BENCH MARK DISK
 LX3417_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3417_SP_SET: BRIDGE ABUTMENT
 LX3417_STAMPING: U 97 1986
 LX3417_MARK LOGO: NGS   
 LX3417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3417
 LX3417  HISTORY     - Date     Condition        Report By
 LX3417  HISTORY     - 1986     MONUMENTED       NGS
 LX3417  HISTORY     - 1989     GOOD             USPSQD
 LX3417
 LX3417                          STATION DESCRIPTION
 LX3417
 LX3417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3417'IN NEW LONDON.
 LX3417'IN NEW LONDON AT THE JUNCTION OF WILLIAMS STREET AND BRIGGS STREET IN
 LX3417'TOP OF THE NORTH END OF THE EAST ABUTMENT OF BRIDGE OVER STATE HIGHWAY
 LX3417'32 AND CONNECTOR ROADS TO INTERSTATE 95 AND BY A MASSIVE ROCK LEDGE.
 LX3417'IT IS 12.53 METERS (41.1 FT) SOUTHWEST OF THE CENTERLINE OF WILLIAMS
 LX3417'STREET, 28.22 METERS (92.6 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CURB
 LX3417'OF BRIGGS STREET, 1.43 METERS (4.7 FT) SOUTHWEST OF HIGHWAY SIGNS
 LX3417'(COAST GUARD ACAD. NORWICH NEXT LEFT), 0.36 METER (1.2 FT)
 LX3417'NORTH-NORTHWEST OF A STEEL FENCE ON TOP OF ABUTMENT AND 0.27 METER
 LX3417'(0.9 FT) NORTHEAST OF FACE OF ROCK LEDGE.
 LX3417'THE MARK IS 0.91 M ABOVE WILLIAMS STREET.
 LX3417
 LX3417                          STATION RECOVERY (1989)
 LX3417
 LX3417'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE6429 ***********************************************************************
 DE6429  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6429  DESIGNATION -  U OF CT COOP CORS ARP
 DE6429  CORS_ID     -  NRME
 DE6429  PID         -  DE6429
 DE6429  STATE/COUNTY-  CT/TOLLAND
 DE6429  USGS QUAD   -  SPRING HILL (1983)
 DE6429
 DE6429                         *CURRENT SURVEY CONTROL
 DE6429  ___________________________________________________________________
 DE6429* NAD 83(CORS)-  41 48 42.84296(N)    072 14 52.73454(W)     ADJUSTED  
 DE6429* NAVD 88     -                                                        
 DE6429  ___________________________________________________________________
 DE6429  EPOCH DATE  -        2002.00
 DE6429  X           -   1,451,641.424 (meters)                     COMP
 DE6429  Y           -  -4,534,376.426 (meters)                     COMP
 DE6429  Z           -   4,230,163.457 (meters)                     COMP
 DE6429  ELLIP HEIGHT-         162.98  (meters)          (02/??/02) GPS OBS
 DE6429  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DE6429
 DE6429  HORZ ORDER  -  SPECIAL (CORS)
 DE6429  ELLP ORDER  -  SPECIAL (CORS)
 DE6429
 DE6429.ITRF positions are available for this station.
 DE6429.The coordinates were established by GPS observations
 DE6429.and adjusted by the National Geodetic Survey in February 2002..
 DE6429.The coordinates are valid at the epoch date displayed above.
 DE6429.The epoch date for horizontal control is a decimal equivalence
 DE6429.of Year/Month/Day.
 DE6429
 DE6429
 DE6429.The PID for the CORS L1 Phase Center is DI0401.
 DE6429
 DE6429.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6429
 DE6429.The ellipsoidal height was determined by GPS observations
 DE6429.and is referenced to NAD 83.
 DE6429
 DE6429.The geoid height was determined by GEOID03.
 DE6429
 DE6429;                    North         East     Units Scale Factor Converg.
 DE6429;SPC CT       -   261,201.545   346,515.017   MT  0.99999491   +0 19 58.3
 DE6429;SPC CT       -   856,958.74  1,136,858.02   sFT  0.99999491   +0 19 58.3
 DE6429
 DE6429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6429!SPC CT       -   0.99997444  x   0.99999491  =   0.99996935
 DE6429
 DE6429                          SUPERSEDED SURVEY CONTROL
 DE6429
 DE6429.No superseded survey control is available for this station.
 DE6429
 DE6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2859532554(NAD 83)
 DE6429_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6429
 DE6429                          STATION DESCRIPTION
 DE6429
 DE6429'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6429'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6429'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6429'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6429'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6429'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0401 ***********************************************************************
 DI0401  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0401  DESIGNATION -  U OF CT COOP CORS L1 PHASE CENTER
 DI0401  CORS_ID     -  NRME
 DI0401  PID         -  DI0401
 DI0401  STATE/COUNTY-  CT/TOLLAND
 DI0401  USGS QUAD   -  SPRING HILL (1983)
 DI0401
 DI0401                         *CURRENT SURVEY CONTROL
 DI0401  ___________________________________________________________________
 DI0401* NAD 83(CORS)-  41 48 42.84301(N)    072 14 52.73456(W)     ADJUSTED  
 DI0401* NAVD 88     -                                                        
 DI0401  ___________________________________________________________________
 DI0401  EPOCH DATE  -        2002.00
 DI0401  X           -   1,451,641.439 (meters)                     COMP
 DI0401  Y           -  -4,534,376.475 (meters)                     COMP
 DI0401  Z           -   4,230,163.505 (meters)                     COMP
 DI0401  ELLIP HEIGHT-         163.05  (meters)          (02/??/02) GPS OBS
 DI0401  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 DI0401
 DI0401  HORZ ORDER  -  SPECIAL (CORS)
 DI0401  ELLP ORDER  -  SPECIAL (CORS)
 DI0401
 DI0401.ITRF positions are available for this station.
 DI0401.The coordinates were established by GPS observations
 DI0401.and adjusted by the National Geodetic Survey in February 2002..
 DI0401.The coordinates are valid at the epoch date displayed above.
 DI0401.The epoch date for horizontal control is a decimal equivalence
 DI0401.of Year/Month/Day.
 DI0401
 DI0401
 DI0401.The PID for the CORS ARP is DE6429.
 DI0401
 DI0401.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0401
 DI0401.The ellipsoidal height was determined by GPS observations
 DI0401.and is referenced to NAD 83.
 DI0401
 DI0401.The geoid height was determined by GEOID03.
 DI0401
 DI0401;                    North         East     Units Scale Factor Converg.
 DI0401;SPC CT       -   261,201.547   346,515.016   MT  0.99999491   +0 19 58.3
 DI0401;SPC CT       -   856,958.74  1,136,858.01   sFT  0.99999491   +0 19 58.3
 DI0401
 DI0401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0401!SPC CT       -   0.99997443  x   0.99999491  =   0.99996934
 DI0401
 DI0401                          SUPERSEDED SURVEY CONTROL
 DI0401
 DI0401.No superseded survey control is available for this station.
 DI0401
 DI0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2859532554(NAD 83)
 DI0401_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0401
 DI0401                          STATION DESCRIPTION
 DI0401
 DI0401'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0401'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI0401'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI0401'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI0401'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI0401'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4755 ***********************************************************************
 LX4755  DESIGNATION -  UNCAS ON THAMES ELEV TANK
 LX4755  PID         -  LX4755
 LX4755  STATE/COUNTY-  CT/NEW LONDON
 LX4755  USGS QUAD   -  NORWICH (1983)
 LX4755
 LX4755                         *CURRENT SURVEY CONTROL
 LX4755  ___________________________________________________________________
 LX4755* NAD 83(1996)-  41 30 20.50784(N)    072 05 43.84660(W)     ADJUSTED  
 LX4755* NAVD 88     -                                                        
 LX4755  ___________________________________________________________________
 LX4755  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 LX4755  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX4755
 LX4755  HORZ ORDER  -  THIRD
 LX4755
 LX4755.The horizontal coordinates were established by classical geodetic methods
 LX4755.and adjusted by the National Geodetic Survey in August 1998..
 LX4755
 LX4755
 LX4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4755
 LX4755.The geoid height was determined by GEOID03.
 LX4755
 LX4755;                    North         East     Units Scale Factor Converg.
 LX4755;SPC CT       -   227,278.674   359,441.545   MT  0.99998326   +0 26 02.3
 LX4755;SPC CT       -   745,663.45  1,179,267.80   sFT  0.99998326   +0 26 02.3
 LX4755;UTM  18      - 4,598,970.235   742,408.106   MT  1.00032320   +1 55 32.6
 LX4755
 LX4755                          SUPERSEDED SURVEY CONTROL
 LX4755
 LX4755  NAD 83(1992)-  41 30 20.50685(N)    072 05 43.84597(W) AD(       ) 4
 LX4755  NAD 83(1986)-  41 30 20.50763(N)    072 05 43.84836(W) AD(       ) 4
 LX4755  NAD 27      -  41 30 20.15400(N)    072 05 45.56000(W) AD(       ) 3
 LX4755
 LX4755.Superseded values are not recommended for survey control.
 LX4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4755.See file dsdata.txt to determine how the superseded data were derived.
 LX4755
 LX4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4240898970(NAD 83)
 LX4755
 LX4755  HISTORY     - Date     Condition        Report By
 LX4755  HISTORY     - 1934     MONUMENTED       CGS
 LX4755  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4755
 LX4755                          STATION DESCRIPTION
 LX4755
 LX4755'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4755'THE TANK OF THE UNCAS ON THAMES SANITORIUM IS ON THE S SIDE OF
 LX4755'THE HILL N OF THE DOCTORS OFFICES.  IT IS A CYLINDRICAL WOODEN
 LX4755'STRUCTURE WITH A CONICAL ROOF AND IS SUPPORTED ON FOUR BUILT-UP
 LX4755'STEEL COLUMNS.  THERE IS A SMALL BALCONY AROUND THE BASE OF THE
 LX4755'TANK.
 LX4755'
 LX4755'THE STATION IS THE APEX OF THE TANK.  HEIGHT ABOUT 125 FEET
 LX4755'ABOVE GROUND.
 LX4755
 LX4755                          STATION RECOVERY (1961)
 LX4755
 LX4755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4755'STATION WAS DESTROYED BY HURRICANE IN 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6347 ***********************************************************************
 LX6347  DESIGNATION -  UNCAS POINT ELEV TANK
 LX6347  PID         -  LX6347
 LX6347  STATE/COUNTY-  CT/NEW HAVEN
 LX6347  USGS QUAD   -  
 LX6347
 LX6347                         *CURRENT SURVEY CONTROL
 LX6347  ___________________________________________________________________
 LX6347* NAD 83(1996)-  41 14 56.79913(N)    072 42 33.98330(W)     ADJUSTED  
 LX6347* NAVD 88     -                                                        
 LX6347  ___________________________________________________________________
 LX6347  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6347  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX6347
 LX6347  HORZ ORDER  -  THIRD
 LX6347
 LX6347.The horizontal coordinates were established by classical geodetic methods
 LX6347.and adjusted by the National Geodetic Survey in August 1998..
 LX6347
 LX6347
 LX6347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6347
 LX6347.The geoid height was determined by GEOID03.
 LX6347
 LX6347;                    North         East     Units Scale Factor Converg.
 LX6347;SPC CT       -   198,576.171   308,200.253   MT  0.99999540   +0 01 36.8
 LX6347;SPC CT       -   651,495.32  1,011,153.66   sFT  0.99999540   +0 01 36.8
 LX6347;SPC NY L     -   121,001.931   408,169.831   MT  1.00001911   +0 50 38.9
 LX6347;SPC NY L     -   396,987.17  1,339,137.19   sFT  1.00001911   +0 50 38.9
 LX6347;UTM  18      - 4,568,941.429   691,919.270   MT  1.00005333   +1 30 38.5
 LX6347
 LX6347                          SUPERSEDED SURVEY CONTROL
 LX6347
 LX6347  NAD 83(1992)-  41 14 56.79825(N)    072 42 33.98316(W) AD(       ) 4
 LX6347  NAD 83(1986)-  41 14 56.80042(N)    072 42 33.98601(W) AD(       ) 4
 LX6347  NAD 27      -  41 14 56.45300(N)    072 42 35.64300(W) AD(       ) 3
 LX6347
 LX6347.Superseded values are not recommended for survey control.
 LX6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6347.See file dsdata.txt to determine how the superseded data were derived.
 LX6347
 LX6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9191968941(NAD 83)
 LX6347
 LX6347  HISTORY     - Date     Condition        Report By
 LX6347  HISTORY     - 1933     MONUMENTED       CGS
 LX6347  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6347
 LX6347                          STATION DESCRIPTION
 LX6347
 LX6347'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6347'THIS TOWER IS ON THE PROPERTY OF O.G. POUCH, ON THE UNCAS POINT
 LX6347'ROAD.  UNCAS POINT IS THE LOCAL NAME FOR JOSHUA POINT.
 LX6347'
 LX6347'THE TANK IS WOOD ON A STEEL STRUCTURE.  BOTH TANK AND STRUCTURE
 LX6347'ARE PAINTED WITH ALUMINUM PAINT.
 LX6347'
 LX6347'TOWER IS 10 METERS S OF THE CENTER LINE OF UNCAS POINT ROAD.
 LX6347'
 LX6347'CENTER IS THE CENTER LINE OF THE FINIAL ON THE TANK ROOF.
 LX6347'
 LX6347'TOWER IS 50 FEET TO BOTTOM OF TANK.
 LX6347
 LX6347                          STATION RECOVERY (1961)
 LX6347
 LX6347'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6347'THE STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5158 ***********************************************************************
 LX5158  DESIGNATION -  UNCASVILLE C L P STACK
 LX5158  PID         -  LX5158
 LX5158  STATE/COUNTY-  CT/NEW LONDON
 LX5158  USGS QUAD   -  UNCASVILLE (1984)
 LX5158
 LX5158                         *CURRENT SURVEY CONTROL
 LX5158  ___________________________________________________________________
 LX5158* NAD 83(1996)-  41 25 41.54652(N)    072 06 01.21683(W)     ADJUSTED  
 LX5158* NAVD 88     -                                                        
 LX5158  ___________________________________________________________________
 LX5158  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LX5158  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5158
 LX5158  HORZ ORDER  -  THIRD
 LX5158
 LX5158.The horizontal coordinates were established by classical geodetic methods
 LX5158.and adjusted by the National Geodetic Survey in August 1998..
 LX5158
 LX5158
 LX5158.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5158
 LX5158.The geoid height was determined by GEOID03.
 LX5158
 LX5158;                    North         East     Units Scale Factor Converg.
 LX5158;SPC CT       -   218,669.832   359,103.426   MT  0.99998483   +0 25 50.8
 LX5158;SPC CT       -   717,419.27  1,178,158.49   sFT  0.99998483   +0 25 50.8
 LX5158;UTM  18      - 4,590,352.590   742,293.958   MT  1.00032253   +1 55 10.5
 LX5158
 LX5158                          SUPERSEDED SURVEY CONTROL
 LX5158
 LX5158  NAD 83(1992)-  41 25 41.54544(N)    072 06 01.21615(W) AD(       ) 4
 LX5158  NAD 83(1986)-  41 25 41.54604(N)    072 06 01.21955(W) AD(       ) 4
 LX5158  NAD 27      -  41 25 41.19862(N)    072 06 02.94224(W) AD(       ) 3
 LX5158
 LX5158.Superseded values are not recommended for survey control.
 LX5158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5158.See file dsdata.txt to determine how the superseded data were derived.
 LX5158
 LX5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4229490353(NAD 83)
 LX5158_MARKER: 63 = STACK
 LX5158
 LX5158  HISTORY     - Date     Condition        Report By
 LX5158  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5158
 LX5158                          STATION DESCRIPTION
 LX5158
 LX5158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5158'THE STATION IS THE TOP CENTER OF THE UNCASVILLE CONNECTICUT
 LX5158'LIGHT AND POWER STACK.  THE STACK IS ABOUT 390 FT. TALL AND
 LX5158'LOCATED AT THE MONTVILLE GENERATING STATION WHICH IS ON THE
 LX5158'WEST BANK OF THE THAMES RIVER ABOUT 1 MILE SOUTH EAST OF THE
 LX5158'SMALL TOWN OF UNCASVILLE.
 LX5158'
 LX5158'THE STACK IS ON PROPERTY OWNED BY THE CONNECTICUT LIGHT AND
 LX5158'POWER CO.  THE ADDRESS FOR THE MONTVILLE STATION IS BOX 345,
 LX5158'UNCASVILLE, CT, 06382.  FOR FURTHER INFORMATION, CONTACT MR. IRWIN
 LX5158'LLOYD, THE PLANT SUPERINTENDENT.  PHONE--848-9248.
 LX5158'
 LX5158'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 163
 LX5158'AND 32 IN UNCASVILLE, GO SOUTH ON HIGHWAY 31 FOR 0.05 MILE TO A
 LX5158'TRAFFIC LIGHT AND THE INTERSECTION WITH MAPLE AVENUE
 LX5158'EXTENSION.  TURN LEFT AND GO EAST FOLLOWING MAPLE AVENUE EXTENSION
 LX5158'FOR 0.3 MILE TO A STOP SIGN AND THE INTERSECTION WITH LATHROP
 LX5158'RD.  TURN RIGHT FOLLOWING LATHROP RD. FOR 0.35 MILE TO THE
 LX5158'ENTRANCE OF THE MONTVILLE GENERATING STATION ON THE LEFT.  TURN
 LX5158'LEFT AND FOLLOW THE ENTRANCE ROAD FOR 0.2 MILE TO A FENCE AND
 LX5158'A GATE LEADING TO THE PLANT.  TO GAIN ADMITTANCE BEYOND THIS POINT
 LX5158'USE THE TELEPHONE AT THE GATE TO CONTACT THE GUARD.  THE
 LX5158'PLANT SUPERINTENDENT SHOULD BE CONTACTED BEFORE
 LX5158'ENTERING THE PREMISES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6506 ***********************************************************************
 LX6506  DESIGNATION -  UNION NEW HAVEN TRUST CO TOWER
 LX6506  PID         -  LX6506
 LX6506  STATE/COUNTY-  CT/NEW HAVEN
 LX6506  USGS QUAD   -  NEW HAVEN (1984)
 LX6506
 LX6506                         *CURRENT SURVEY CONTROL
 LX6506  ___________________________________________________________________
 LX6506* NAD 83(1996)-  41 18 29.89160(N)    072 55 25.84791(W)     ADJUSTED  
 LX6506* NAVD 88     -                                                        
 LX6506  ___________________________________________________________________
 LX6506  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 LX6506  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6506
 LX6506  HORZ ORDER  -  THIRD
 LX6506
 LX6506.The horizontal coordinates were established by classical geodetic methods
 LX6506.and adjusted by the National Geodetic Survey in August 1998..
 LX6506
 LX6506
 LX6506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6506
 LX6506.The geoid height was determined by GEOID03.
 LX6506
 LX6506;                    North         East     Units Scale Factor Converg.
 LX6506;SPC CT       -   205,163.832   290,242.501   MT  0.99999083   -0 06 55.0
 LX6506;SPC CT       -   673,108.34    952,237.27   sFT  0.99999083   -0 06 55.0
 LX6506;SPC NY L     -   127,332.677   390,119.301   MT  1.00002683   +0 42 14.0
 LX6506;SPC NY L     -   417,757.29  1,279,916.41   sFT  1.00002683   +0 42 14.0
 LX6506;UTM  18      - 4,575,061.620   673,796.489   MT  0.99997174   +1 22 15.0
 LX6506
 LX6506                          SUPERSEDED SURVEY CONTROL
 LX6506
 LX6506  NAD 83(1992)-  41 18 29.89067(N)    072 55 25.84775(W) AD(       ) 4
 LX6506  NAD 83(1986)-  41 18 29.89247(N)    072 55 25.85172(W) AD(       ) 4
 LX6506  NAD 27      -  41 18 29.55400(N)    072 55 27.48500(W) AD(       ) 3
 LX6506
 LX6506.Superseded values are not recommended for survey control.
 LX6506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6506.See file dsdata.txt to determine how the superseded data were derived.
 LX6506
 LX6506_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7379675062(NAD 83)
 LX6506_MARKER: 55 = TOWER
 LX6506
 LX6506  HISTORY     - Date     Condition        Report By
 LX6506  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX6506  HISTORY     - 1984     GOOD             USPSQD
 LX6506  HISTORY     - 1989     GOOD             USPSQD
 LX6506
 LX6506                          STATION DESCRIPTION
 LX6506
 LX6506'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6506'THIS TOWER IS ON THE ELEVEN-STORY UNION-NEW HAVEN TRUST COMPANY
 LX6506'BUILDING AT THE CORNER OF CHURCH AND ELM STREETS.  THE BUILDING
 LX6506'IS OF PLAIN RED-BRICK EXCEPT FOR MARBLE WINDOW SILLS.  THE TOWER
 LX6506'IS WHITE WITH SIX WINDOWED OPENINGS JUST BELOW THE ROOF.  THESE
 LX6506'WINDOWS ARE LIGHTED AT NIGHT, UNTIL TWELVE MIDNIGHT.
 LX6506'
 LX6506'THE ROOF IS DOME-SHAPED AND GILDED, WITH GILDED WEATHER VANE.
 LX6506'
 LX6506'CENTER IS THE AXIS OF THIS WEATHER VANE.  THE TOWER IS 232 FEET
 LX6506'TO THE TOP OF THE DOME.
 LX6506
 LX6506                          STATION RECOVERY (1984)
 LX6506
 LX6506'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6506'TOWER AND WEATHER VANE IN GOOD SHAPE.  TALL BUILDINGS IN
 LX6506'NEIGHBORHOOD LIMIT USEFULNESS.
 LX6506
 LX6506                          STATION RECOVERY (1989)
 LX6506
 LX6506'RECOVERY NOTE BY US POWER SQUADRON 1989 (RHM)
 LX6506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4702 ***********************************************************************
 LX4702  DESIGNATION -  UNION YALE FIRE TOWER
 LX4702  PID         -  LX4702
 LX4702  STATE/COUNTY-  CT/TOLLAND
 LX4702  USGS QUAD   -  WESTFORD (1983)
 LX4702
 LX4702                         *CURRENT SURVEY CONTROL
 LX4702  ___________________________________________________________________
 LX4702* NAD 83(1996)-  41 58 09.03031(N)    072 08 14.24443(W)     ADJUSTED  
 LX4702* NAVD 88     -                                                        
 LX4702  ___________________________________________________________________
 LX4702  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 LX4702  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX4702
 LX4702  HORZ ORDER  -  THIRD
 LX4702
 LX4702.The horizontal coordinates were established by classical geodetic methods
 LX4702.and adjusted by the National Geodetic Survey in August 1998..
 LX4702
 LX4702
 LX4702.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4702
 LX4702.The geoid height was determined by GEOID03.
 LX4702
 LX4702;                    North         East     Units Scale Factor Converg.
 LX4702;SPC CT       -   278,729.117   355,588.765   MT  1.00001199   +0 24 22.5
 LX4702;SPC CT       -   914,463.78  1,166,627.47   sFT  1.00001199   +0 24 22.5
 LX4702;SPC MA M     -   857,842.901   147,176.489   MT  0.99997267   -0 25 41.1
 LX4702;SPC MA M     - 2,814,439.58    482,861.53   sFT  0.99997267   -0 25 41.1
 LX4702;UTM  18      - 4,650,318.353   737,207.799   MT  1.00029243   +1 54 55.0
 LX4702
 LX4702                          SUPERSEDED SURVEY CONTROL
 LX4702
 LX4702  NAD 83(1996)-  41 58 09.03011(N)    072 08 14.24445(W) AD(       ) 4
 LX4702  NAD 83(1992)-  41 58 09.03027(N)    072 08 14.24427(W) AD(       ) 4
 LX4702  NAD 83(1992)-  41 58 09.03045(N)    072 08 14.24446(W) AD(       ) 4
 LX4702  NAD 83(1986)-  41 58 09.03109(N)    072 08 14.24369(W) AD(       ) 4
 LX4702  NAD 27      -  41 58 08.67770(N)    072 08 15.95961(W) AD(       ) 3
 LX4702
 LX4702.Superseded values are not recommended for survey control.
 LX4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4702.See file dsdata.txt to determine how the superseded data were derived.
 LX4702
 LX4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3720850318(NAD 83)
 LX4702
 LX4702  HISTORY     - Date     Condition        Report By
 LX4702  HISTORY     - 1936     MONUMENTED       CTGS
 LX4702  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX4702
 LX4702                          STATION DESCRIPTION
 LX4702
 LX4702'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4702'THE WHITE TOWER IS ABOUT 40 FEET HIGH AND IT IS SITUATED ON A
 LX4702'HIGH HILL ABOUT 1-1/2 MILES SOUTH OF THE TOWNSHIP OF UNION.  IT
 LX4702'IS A GLASSED-IN LOOKOUT TOWER APPEARING ABOUT 10 FEET SQUARE.  THE
 LX4702'POINT OBSERVED ON WAS THE SMALL BALL ON THE TOP.
 LX4702'
 LX4702'OBSERVED FROM BALD HILL, YALE FOREST AND BUNTE.
 LX4702
 LX4702                          STATION RECOVERY (1962)
 LX4702
 LX4702'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX4702'STATION IS DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7273 ***********************************************************************
 LX7273  DESIGNATION -  UNIONVILLE FARMING WOODS SPIPE
 LX7273  PID         -  LX7273
 LX7273  STATE/COUNTY-  CT/HARTFORD
 LX7273  USGS QUAD   -  COLLINSVILLE (1984)
 LX7273
 LX7273                         *CURRENT SURVEY CONTROL
 LX7273  ___________________________________________________________________
 LX7273* NAD 83(1996)-  41 46 19.48014(N)    072 52 48.31770(W)     ADJUSTED  
 LX7273* NAVD 88     -                                                        
 LX7273  ___________________________________________________________________
 LX7273  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 LX7273  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX7273
 LX7273  HORZ ORDER  -  THIRD
 LX7273
 LX7273.The horizontal coordinates were established by classical geodetic methods
 LX7273.and adjusted by the National Geodetic Survey in August 1998..
 LX7273
 LX7273
 LX7273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7273
 LX7273.The geoid height was determined by GEOID03.
 LX7273
 LX7273;                    North         East     Units Scale Factor Converg.
 LX7273;SPC CT       -   256,665.432   293,984.417   MT  0.99999178   -0 05 10.5
 LX7273;SPC CT       -   842,076.50    964,513.87   sFT  0.99999178   -0 05 10.5
 LX7273;SPC MA M     -   836,682.510    85,257.403   MT  0.99999236   -0 55 37.4
 LX7273;SPC MA M     - 2,745,015.87    279,715.33   sFT  0.99999236   -0 55 37.4
 LX7273;UTM  18      - 4,626,642.743   676,195.757   MT  0.99998204   +1 24 45.3
 LX7273
 LX7273                          SUPERSEDED SURVEY CONTROL
 LX7273
 LX7273  NAD 83(1996)-  41 46 19.47981(N)    072 52 48.31782(W) AD(       ) 4
 LX7273  NAD 83(1992)-  41 46 19.48016(N)    072 52 48.31816(W) AD(       ) 4
 LX7273  NAD 83(1992)-  41 46 19.48131(N)    072 52 48.31926(W) AD(       ) 4
 LX7273  NAD 83(1986)-  41 46 19.48141(N)    072 52 48.31940(W) AD(       ) 4
 LX7273  NAD 27      -  41 46 19.12308(N)    072 52 49.95880(W) AD(       ) 3
 LX7273
 LX7273.Superseded values are not recommended for survey control.
 LX7273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7273.See file dsdata.txt to determine how the superseded data were derived.
 LX7273
 LX7273_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7619626643(NAD 83)
 LX7273_MARKER: 52 = STANDPIPE TANK
 LX7273
 LX7273  HISTORY     - Date     Condition        Report By
 LX7273  HISTORY     - 1980     FIRST OBSERVED   NGS
 LX7273
 LX7273                          STATION DESCRIPTION
 LX7273
 LX7273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7273'THE STATION, UNIONVILLE FARMING WOODS STANDPIPE,
 LX7273'IS THE APEX OF VENT
 LX7273'ATOP WATER TANK, PAINTED LIGHT GREEN AND AN OVERALL HEIGHT
 LX7273'OF 19.8 METERS (65 FT).
 LX7273'
 LX7273'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTH OF U.S.
 LX7273'HIGHWAY 44, 3.2 KM (2 MI) SOUTHWEST OF AVON, 1.6 KM (1 MI) EAST
 LX7273'OF THE FARMINGTON RIVER, AND 1.2 KM (3/4 MI) NORTH-NORTHEAST OF
 LX7273'UNIONVILLE.
 LX7273'OWNERSHIP--FARMING WOODS WATER CO, MR BILL MITCHEL-ENGINEER,
 LX7273'W AVON ROAD, AVON, CT 06001, PHONE 203-673-6461.
 LX7273'
 LX7273'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0962 ***********************************************************************
 LX0962  DESIGNATION -  V 11
 LX0962  PID         -  LX0962
 LX0962  STATE/COUNTY-  CT/NEW HAVEN
 LX0962  USGS QUAD   -  NEWTOWN (1984)
 LX0962
 LX0962                         *CURRENT SURVEY CONTROL
 LX0962  ___________________________________________________________________
 LX0962* NAD 83(1986)-  41 26 23.     (N)    073 15 09.     (W)     SCALED    
 LX0962* NAVD 88     -        47.620  (meters)     156.23   (feet)  ADJUSTED  
 LX0962  ___________________________________________________________________
 LX0962  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX0962  DYNAMIC HT  -          47.605 (meters)     156.18  (feet)  COMP
 LX0962  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX0962
 LX0962  VERT ORDER  -  SECOND    CLASS 0
 LX0962
 LX0962.The horizontal coordinates were scaled from a topographic map and have
 LX0962.an estimated accuracy of +/- 6 seconds.
 LX0962
 LX0962.The orthometric height was determined by differential leveling
 LX0962.and adjusted by the National Geodetic Survey in June 1991..
 LX0962
 LX0962.The geoid height was determined by GEOID03.
 LX0962
 LX0962.The dynamic height is computed by dividing the NAVD 88
 LX0962.geopotential number by the normal gravity value computed on the
 LX0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0962.degrees latitude (g = 980.6199 gals.).
 LX0962
 LX0962.The modeled gravity was interpolated from observed gravity values.
 LX0962
 LX0962;                    North         East    Units  Estimated Accuracy
 LX0962;SPC CT       -   219,870.      262,810.      MT  (+/- 180 meters Scaled)
 LX0962
 LX0962                          SUPERSEDED SURVEY CONTROL
 LX0962
 LX0962  NGVD 29 (??/??/92)   47.907  (m)          157.17   (f) ADJ UNCH    2 0
 LX0962
 LX0962.Superseded values are not recommended for survey control.
 LX0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0962.See file dsdata.txt to determine how the superseded data were derived.
 LX0962
 LX0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL459890(NAD 83)
 LX0962_MARKER: DB = BENCH MARK DISK
 LX0962_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0962_SP_SET: ABUTMENT
 LX0962_STAMPING: V 11 1935
 LX0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0962
 LX0962  HISTORY     - Date     Condition        Report By
 LX0962  HISTORY     - 1935     MONUMENTED       CGS
 LX0962  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0962
 LX0962                          STATION DESCRIPTION
 LX0962
 LX0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0962'4 MI SW FROM SOUTHBURY.
 LX0962'4.0 MILES SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0962'RAILROAD FROM THE STATION AT SOUTHBURY, NEW HAVEN COUNTY, AT
 LX0962'150-FOOT STEEL-TRUSS BRIDGE 80.59, IN THE TOP OF THE SOUTH
 LX0962'END OF THE WEST ABUTMENT, 3.5 FEET SOUTH OF THE SOUTH RAIL, AND
 LX0962'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0962'V 11 1935.
 LX0962
 LX0962                          STATION RECOVERY (1983)
 LX0962
 LX0962'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0962'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0790 ***********************************************************************
 LX0790  DESIGNATION -  V 1=162
 LX0790  PID         -  LX0790
 LX0790  STATE/COUNTY-  CT/FAIRFIELD
 LX0790  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0790
 LX0790                         *CURRENT SURVEY CONTROL
 LX0790  ___________________________________________________________________
 LX0790* NAD 83(1986)-  41 05 37.     (N)    073 25 23.     (W)     SCALED    
 LX0790* NAVD 88     -        10.494  (meters)      34.43   (feet)  ADJUSTED  
 LX0790  ___________________________________________________________________
 LX0790  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX0790  DYNAMIC HT  -          10.490 (meters)      34.42  (feet)  COMP
 LX0790  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 LX0790
 LX0790  VERT ORDER  -  FIRST     CLASS I
 LX0790
 LX0790.The horizontal coordinates were scaled from a topographic map and have
 LX0790.an estimated accuracy of +/- 6 seconds.
 LX0790
 LX0790.The orthometric height was determined by differential leveling
 LX0790.and adjusted by the National Geodetic Survey in June 1991..
 LX0790
 LX0790.The geoid height was determined by GEOID03.
 LX0790
 LX0790.The dynamic height is computed by dividing the NAVD 88
 LX0790.geopotential number by the normal gravity value computed on the
 LX0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0790.degrees latitude (g = 980.6199 gals.).
 LX0790
 LX0790.The modeled gravity was interpolated from observed gravity values.
 LX0790
 LX0790;                    North         East    Units  Estimated Accuracy
 LX0790;SPC CT       -   181,530.      248,250.      MT  (+/- 180 meters Scaled)
 LX0790
 LX0790                          SUPERSEDED SURVEY CONTROL
 LX0790
 LX0790.No superseded survey control is available for this station.
 LX0790
 LX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL324503(NAD 83)
 LX0790_MARKER: Z = SEE DESCRIPTION
 LX0790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0790_MARK LOGO: NONE  
 LX0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0790+STABILITY: SURFACE MOTION
 LX0790
 LX0790  HISTORY     - Date     Condition        Report By
 LX0790  HISTORY     - UNK      MONUMENTED       DOD
 LX0790  HISTORY     - 1965     GOOD             NGS
 LX0790  HISTORY     - 1984     GOOD             NGS
 LX0790
 LX0790                          STATION DESCRIPTION
 LX0790
 LX0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0790'AT SOUTH NORWALK.
 LX0790'AT SOUTH NORWALK, FAIRFIELD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0790'AND HARTFORD RAILROAD, 19 RAILS WEST OF THE WEST END OF THE
 LX0790'SOUTH STATION, 18 FEET EAST OF POWER-LINE TOWER 517, AT BRIDGE
 LX0790'28.99 OVER SPRING STREET, AT THE NORTHEAST CORNER OF THE TOP
 LX0790'STONE OF THE SOUTHWEST WING WALL, 7 FEET SOUTHEAST OF THE
 LX0790'SOUTHEAST RAIL, AND 2.5 FEET SOUTH OF THE SOUTH BRIDGE GIRDER.
 LX0790'A KNOB CUT IN THE STONE.
 LX0790
 LX0790                          STATION RECOVERY (1984)
 LX0790
 LX0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0790'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0790'THE RAILROAD IS NOW AMTRAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0047 ***********************************************************************
 LX0047  DESIGNATION -  V 12
 LX0047  PID         -  LX0047
 LX0047  STATE/COUNTY-  CT/TOLLAND
 LX0047  USGS QUAD   -  COVENTRY (1983)
 LX0047
 LX0047                         *CURRENT SURVEY CONTROL
 LX0047  ___________________________________________________________________
 LX0047* NAD 83(1986)-  41 47 04.     (N)    072 16 48.     (W)     SCALED    
 LX0047* NAVD 88     -        85.499  (meters)     280.51   (feet)  ADJUSTED  
 LX0047  ___________________________________________________________________
 LX0047  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX0047  DYNAMIC HT  -          85.470 (meters)     280.41  (feet)  COMP
 LX0047  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 LX0047
 LX0047  VERT ORDER  -  SECOND    CLASS 0
 LX0047
 LX0047.The horizontal coordinates were scaled from a topographic map and have
 LX0047.an estimated accuracy of +/- 6 seconds.
 LX0047
 LX0047.The orthometric height was determined by differential leveling
 LX0047.and adjusted by the National Geodetic Survey in June 1991..
 LX0047
 LX0047.The geoid height was determined by GEOID03.
 LX0047
 LX0047.The dynamic height is computed by dividing the NAVD 88
 LX0047.geopotential number by the normal gravity value computed on the
 LX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0047.degrees latitude (g = 980.6199 gals.).
 LX0047
 LX0047.The modeled gravity was interpolated from observed gravity values.
 LX0047
 LX0047;                    North         East    Units  Estimated Accuracy
 LX0047;SPC CT       -   258,140.      343,870.      MT  (+/- 180 meters Scaled)
 LX0047
 LX0047                          SUPERSEDED SURVEY CONTROL
 LX0047
 LX0047  NGVD 29 (??/??/92)   85.758  (m)          281.36   (f) ADJ UNCH    2 0
 LX0047
 LX0047.Superseded values are not recommended for survey control.
 LX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0047.See file dsdata.txt to determine how the superseded data were derived.
 LX0047
 LX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM260294(NAD 83)
 LX0047_MARKER: DB = BENCH MARK DISK
 LX0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0047_STAMPING: V 12 1935
 LX0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0047+STABILITY: SURFACE MOTION
 LX0047
 LX0047  HISTORY     - Date     Condition        Report By
 LX0047  HISTORY     - 1935     MONUMENTED       CGS
 LX0047  HISTORY     - 1943     GOOD             CTDT
 LX0047  HISTORY     - 1943     GOOD             USGS
 LX0047
 LX0047                          STATION DESCRIPTION
 LX0047
 LX0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0047'AT EAGLEVILLE.
 LX0047'AT EAGLEVILLE, TOLLAND COUNTY, ABOUT 100 FEET NORTH OF THE
 LX0047'CENTRAL VERMONT RAILWAY STATION, ABOUT 160 FEET SOUTH OF THE
 LX0047'EAGLEVILLE CO. PAPER MILL, AT A 20-FOOT SPAN STEEL BRIDGE OVER
 LX0047'A DIRT ROAD, IN THE WEST CORNER OF THE BRIDGE SEAT, 10 FEET WEST
 LX0047'OF THE CENTER LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 LX0047'TOP OF THE RAIL.  A STANDARD DISK, STAMPED V 12 1935.  NOTE-- AT
 LX0047'EAGLEVILLE, TOLLAND COUNTY, ABOUT 160 FEET SOUTHEAST OF THE
 LX0047'EAGLEVILLE PAPER CO. MILL, AT A 20-FOOT SPAN CONCRETE AND STEEL
 LX0047'BRIDGE 36.34 OVER AN OILED ROAD, IN THE WEST CORNER OF THE NORTH
 LX0047'BRIDGE SEAT, ETC.  THE R.R. STATION AS NOTED IN ORIGINAL
 LX0047'DESCRIPTION NO LONGER EXISTS.
 LX0047
 LX0047                          STATION RECOVERY (1943)
 LX0047
 LX0047'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0047'RECOVERED IN GOOD CONDITION.
 LX0047
 LX0047                          STATION RECOVERY (1943)
 LX0047
 LX0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1943
 LX0047'AT EAGLEVILLE, TOLLAND COUNTY, 160 FEET SOUTHEAST OF THE EAGLE- VILLE
 LX0047'PAPER CO. MILL, AT 20-FOOT SPAN CONCRETE AND STEEL BRIDGE NO. 10 FEET
 LX0047'WEST OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE
 LX0047'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0743 ***********************************************************************
 LX0743  DESIGNATION -  V 13
 LX0743  PID         -  LX0743
 LX0743  STATE/COUNTY-  CT/NEW HAVEN
 LX0743  USGS QUAD   -  WATERBURY (1984)
 LX0743
 LX0743                         *CURRENT SURVEY CONTROL
 LX0743  ___________________________________________________________________
 LX0743* NAD 83(1986)-  41 36 56.     (N)    073 03 29.     (W)     SCALED    
 LX0743* NAVD 88     -        94.047  (meters)     308.55   (feet)  ADJUSTED  
 LX0743  ___________________________________________________________________
 LX0743  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX0743  DYNAMIC HT  -          94.017 (meters)     308.45  (feet)  COMP
 LX0743  MODELED GRAV-     980,297.1   (mgal)                       NAVD 88
 LX0743
 LX0743  VERT ORDER  -  SECOND    CLASS 0
 LX0743
 LX0743.The horizontal coordinates were scaled from a topographic map and have
 LX0743.an estimated accuracy of +/- 6 seconds.
 LX0743
 LX0743.The orthometric height was determined by differential leveling
 LX0743.and adjusted by the National Geodetic Survey in June 1991..
 LX0743
 LX0743.The geoid height was determined by GEOID03.
 LX0743
 LX0743.The dynamic height is computed by dividing the NAVD 88
 LX0743.geopotential number by the normal gravity value computed on the
 LX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0743.degrees latitude (g = 980.6199 gals.).
 LX0743
 LX0743.The modeled gravity was interpolated from observed gravity values.
 LX0743
 LX0743;                    North         East    Units  Estimated Accuracy
 LX0743;SPC CT       -   239,320.      279,130.      MT  (+/- 180 meters Scaled)
 LX0743
 LX0743                          SUPERSEDED SURVEY CONTROL
 LX0743
 LX0743  NGVD 29 (??/??/92)   94.30   (m)          309.4    (f) COMPUTED    2 0
 LX0743
 LX0743.Superseded values are not recommended for survey control.
 LX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0743.See file dsdata.txt to determine how the superseded data were derived.
 LX0743
 LX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM617089(NAD 83)
 LX0743_MARKER: DB = BENCH MARK DISK
 LX0743_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0743_SP_SET: BRIDGE
 LX0743_STAMPING: V 13 1935
 LX0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0743
 LX0743  HISTORY     - Date     Condition        Report By
 LX0743  HISTORY     - 1935     MONUMENTED       CGS
 LX0743  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0743
 LX0743                          STATION DESCRIPTION
 LX0743
 LX0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0743'4.7 MI S FROM THOMASTON.
 LX0743'4.7 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0743'FROM THE STATION AT THOMASTON, LITCHFIELD COUNTY, 1.0 MILES
 LX0743'SOUTH OF THE JERICO SIDING, AT A 70-FOOT SPAN STEEL HIGHWAY BRIDGE
 LX0743'OVER NAUGATUCK RIVER, IN THE TOP OF THE NORTHEAST WINGWALL, 2
 LX0743'FEET EAST OF THE WEST END, 700 FEET EAST OF THE TRACK.  130 FEET
 LX0743'WEST OF THE CENTERLINE OF STATE HIGHWAY 8, AND ABOUT LEVEL WITH
 LX0743'THE BRIDGE FLOOR.
 LX0743
 LX0743                          STATION RECOVERY (1985)
 LX0743
 LX0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0743'NOT RECOVERED, NO SIGN OF A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0588 ***********************************************************************
 LX0588  DESIGNATION -  V 14
 LX0588  PID         -  LX0588
 LX0588  STATE/COUNTY-  CT/MIDDLESEX
 LX0588  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0588
 LX0588                         *CURRENT SURVEY CONTROL
 LX0588  ___________________________________________________________________
 LX0588* NAD 83(1986)-  41 33 57.     (N)    072 33 26.     (W)     SCALED    
 LX0588* NAVD 88     -        84.838  (meters)     278.34   (feet)  ADJUSTED  
 LX0588  ___________________________________________________________________
 LX0588  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 LX0588  DYNAMIC HT  -          84.810 (meters)     278.25  (feet)  COMP
 LX0588  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 LX0588
 LX0588  VERT ORDER  -  SECOND    CLASS 0
 LX0588
 LX0588.The horizontal coordinates were scaled from a topographic map and have
 LX0588.an estimated accuracy of +/- 6 seconds.
 LX0588
 LX0588.The orthometric height was determined by differential leveling
 LX0588.and adjusted by the National Geodetic Survey in June 1991..
 LX0588
 LX0588.The geoid height was determined by GEOID03.
 LX0588
 LX0588.The dynamic height is computed by dividing the NAVD 88
 LX0588.geopotential number by the normal gravity value computed on the
 LX0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0588.degrees latitude (g = 980.6199 gals.).
 LX0588
 LX0588.The modeled gravity was interpolated from observed gravity values.
 LX0588
 LX0588;                    North         East    Units  Estimated Accuracy
 LX0588;SPC CT       -   233,770.      320,880.      MT  (+/- 180 meters Scaled)
 LX0588
 LX0588                          SUPERSEDED SURVEY CONTROL
 LX0588
 LX0588  NGVD 29 (??/??/92)   85.128  (m)          279.29   (f) ADJ UNCH    2 0
 LX0588
 LX0588.Superseded values are not recommended for survey control.
 LX0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0588.See file dsdata.txt to determine how the superseded data were derived.
 LX0588
 LX0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM036044(NAD 83)
 LX0588_MARKER: DB = BENCH MARK DISK
 LX0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0588_STAMPING: V 14 1935
 LX0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0588+STABILITY: SURFACE MOTION
 LX0588
 LX0588  HISTORY     - Date     Condition        Report By
 LX0588  HISTORY     - 1935     MONUMENTED       CGS
 LX0588  HISTORY     - 1961     MARK NOT FOUND   NGS
 LX0588  HISTORY     - 1972     MARK NOT FOUND   CTGS
 LX0588  HISTORY     - 1986     MARK NOT FOUND   NGS
 LX0588  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 LX0588
 LX0588                          STATION DESCRIPTION
 LX0588
 LX0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0588'AT COBALT.
 LX0588'AT COBALT, MIDDLESEX COUNTY, 20 FEET SOUTHWEST OF A MACADAM-ROAD
 LX0588'CROSSING, 15 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK
 LX0588'OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, 30 FEET NORTH
 LX0588'OF POLE WUT 10947, AND ABOUT LEVEL WITH THE RAIL.  A STANDARD
 LX0588'DISK, STAMPED V 14 1935 AND SET IN THE TOP OF A CONCRETE POST
 LX0588'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 LX0588
 LX0588                          STATION RECOVERY (1961)
 LX0588
 LX0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LX0588'MARK NOT FOUND.
 LX0588
 LX0588                          STATION RECOVERY (1972)
 LX0588
 LX0588'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0588'MARK NOT FOUND.
 LX0588
 LX0588                          STATION RECOVERY (1986)
 LX0588
 LX0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0588'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 LX0588'FOUND.
 LX0588
 LX0588                          STATION RECOVERY (1997)
 LX0588
 LX0588'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0675 ***********************************************************************
 LX0675  DESIGNATION -  V 15
 LX0675  PID         -  LX0675
 LX0675  STATE/COUNTY-  CT/LITCHFIELD
 LX0675  USGS QUAD   -  NEW MILFORD (1984)
 LX0675
 LX0675                         *CURRENT SURVEY CONTROL
 LX0675  ___________________________________________________________________
 LX0675* NAD 83(1986)-  41 36 41.     (N)    073 26 49.     (W)     SCALED    
 LX0675* NAVD 88     -        80.516  (meters)     264.16   (feet)  ADJUSTED  
 LX0675  ___________________________________________________________________
 LX0675  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX0675  DYNAMIC HT  -          80.489 (meters)     264.07  (feet)  COMP
 LX0675  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX0675
 LX0675  VERT ORDER  -  SECOND    CLASS 0
 LX0675
 LX0675.The horizontal coordinates were scaled from a topographic map and have
 LX0675.an estimated accuracy of +/- 6 seconds.
 LX0675
 LX0675.The orthometric height was determined by differential leveling
 LX0675.and adjusted by the National Geodetic Survey in June 1991..
 LX0675
 LX0675.The geoid height was determined by GEOID03.
 LX0675
 LX0675.The dynamic height is computed by dividing the NAVD 88
 LX0675.geopotential number by the normal gravity value computed on the
 LX0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0675.degrees latitude (g = 980.6199 gals.).
 LX0675
 LX0675.The modeled gravity was interpolated from observed gravity values.
 LX0675
 LX0675;                    North         East    Units  Estimated Accuracy
 LX0675;SPC CT       -   239,040.      246,710.      MT  (+/- 180 meters Scaled)
 LX0675
 LX0675                          SUPERSEDED SURVEY CONTROL
 LX0675
 LX0675  NGVD 29 (??/??/92)   80.789  (m)          265.06   (f) ADJ UNCH    2 0
 LX0675
 LX0675.Superseded values are not recommended for survey control.
 LX0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0675.See file dsdata.txt to determine how the superseded data were derived.
 LX0675
 LX0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM294077(NAD 83)
 LX0675_MARKER: DB = BENCH MARK DISK
 LX0675_SETTING: 66 = SET IN ROCK OUTCROP
 LX0675_SP_SET: ROCK LEDGE
 LX0675_STAMPING: V 15 1935
 LX0675_MARK LOGO: CGS   
 LX0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0675+STABILITY: POSITION/ELEVATION WELL
 LX0675
 LX0675  HISTORY     - Date     Condition        Report By
 LX0675  HISTORY     - 1935     MONUMENTED       CGS
 LX0675  HISTORY     - 1983     GOOD             NGS
 LX0675  HISTORY     - 1984     GOOD             NGS
 LX0675
 LX0675                          STATION DESCRIPTION
 LX0675
 LX0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0675'3.3 MI S FROM GAYLORDSVILLE.
 LX0675'0.8 MILE NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0675'FROM BOARDMANS BRIDGE, LITCHFIELD COUNTY, 3.3 MILES SOUTH OF
 LX0675'GAYLORDSVILLE, 200 FEET NORTH OF CROSSING 48.24, 120 FEET EAST
 LX0675'OF THE EAST RAIL, 33 FEET NORTH OF A STREAM, 7 FEET NORTH OF A
 LX0675'16-INCH HICKORY TREE, IN THE SOUTH END OF A 7-BY 20-FOOT ROCK
 LX0675'LEDGE, AND 8 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 LX0675'V 15 1935.
 LX0675
 LX0675                          STATION RECOVERY (1983)
 LX0675
 LX0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0675'RECOVERED IN GOOD CONDITION.
 LX0675
 LX0675                          STATION RECOVERY (1984)
 LX0675
 LX0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0675'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0210 ***********************************************************************
 LX0210  DESIGNATION -  V 16
 LX0210  PID         -  LX0210
 LX0210  STATE/COUNTY-  CT/MIDDLESEX
 LX0210  USGS QUAD   -  OLD LYME (1976)
 LX0210
 LX0210                         *CURRENT SURVEY CONTROL
 LX0210  ___________________________________________________________________
 LX0210* NAD 83(1986)-  41 18 09.     (N)    072 22 21.     (W)     SCALED    
 LX0210* NAVD 88     -         6.220  (meters)      20.41   (feet)  POSTED    
 LX0210  ___________________________________________________________________
 LX0210  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0210  DYNAMIC HT  -           6.220 (meters)      20.41  (feet)  COMP
 LX0210  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 LX0210
 LX0210  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 LX0210
 LX0210.The horizontal coordinates were scaled from a topographic map and have
 LX0210.an estimated accuracy of +/- 6 seconds.
 LX0210
 LX0210.The orthometric height was determined by differential leveling
 LX0210.and adjusted by the National Geodetic Survey in 1992..
 LX0210.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 LX0210.rate greater than 8.0 mm/km.
 LX0210
 LX0210.The geoid height was determined by GEOID03.
 LX0210
 LX0210.The dynamic height is computed by dividing the NAVD 88
 LX0210.geopotential number by the normal gravity value computed on the
 LX0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0210.degrees latitude (g = 980.6199 gals.).
 LX0210
 LX0210.The modeled gravity was interpolated from observed gravity values.
 LX0210
 LX0210;                    North         East    Units  Estimated Accuracy
 LX0210;SPC CT       -   204,570.      336,420.      MT  (+/- 180 meters Scaled)
 LX0210
 LX0210                          SUPERSEDED SURVEY CONTROL
 LX0210
 LX0210  NGVD 29 (??/??/92)    6.53   (m)           21.4    (f) COMPUTED    2 0
 LX0210
 LX0210.Superseded values are not recommended for survey control.
 LX0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0210.See file dsdata.txt to determine how the superseded data were derived.
 LX0210
 LX0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL199756(NAD 83)
 LX0210_MARKER: DB = BENCH MARK DISK
 LX0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0210_SP_SET: WATER COLUMN BASE
 LX0210_STAMPING: V 16 1935
 LX0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0210
 LX0210  HISTORY     - Date     Condition        Report By
 LX0210  HISTORY     - 1935     MONUMENTED       CGS
 LX0210  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0210  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX0210
 LX0210                          STATION DESCRIPTION
 LX0210
 LX0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0210'AT SAYBROOK.
 LX0210'AT SAYBROOK, MIDDLESEX COUNTY, 0.3 MILE EAST OF THE NEW YORK,
 LX0210'NEW HAVEN AND HARTFORD RAILROAD STATION, 1,500 FEET WEST OF AN
 LX0210'ABANDONED TROLLY BRIDGE, 120 FEET EAST OF A SIGNAL TOWER, IN THE
 LX0210'TOP OF A NORTHWEST CORNER OF THE BASE OF A WATER COLUMN, 10 FEET
 LX0210'NORTH OF THE CENTERLINE OF THE WESTBOUND TRACK, AND ABOUT 8
 LX0210'INCHES LOWER THAN THE TRACK.
 LX0210
 LX0210                          STATION RECOVERY (1989)
 LX0210
 LX0210'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0210'MARK NOT FOUND.
 LX0210
 LX0210                          STATION RECOVERY (1990)
 LX0210
 LX0210'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0211 ***********************************************************************
 LX0211  DESIGNATION -  V 16 RESET
 LX0211  PID         -  LX0211
 LX0211  STATE/COUNTY-  CT/MIDDLESEX
 LX0211  USGS QUAD   -  ESSEX (1977)
 LX0211
 LX0211                         *CURRENT SURVEY CONTROL
 LX0211  ___________________________________________________________________
 LX0211* NAD 83(1986)-  41 18 07.     (N)    072 22 29.     (W)     SCALED    
 LX0211* NAVD 88     -         6.308  (meters)      20.70   (feet)  ADJUSTED  
 LX0211  ___________________________________________________________________
 LX0211  GEOID HEIGHT-         -30.42  (meters)                     GEOID03
 LX0211  DYNAMIC HT  -           6.306 (meters)      20.69  (feet)  COMP
 LX0211  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 LX0211
 LX0211  VERT ORDER  -  FIRST     CLASS I
 LX0211
 LX0211.The horizontal coordinates were scaled from a topographic map and have
 LX0211.an estimated accuracy of +/- 6 seconds.
 LX0211
 LX0211.The orthometric height was determined by differential leveling
 LX0211.and adjusted by the National Geodetic Survey in June 1991..
 LX0211.WARNING-Repeat measurements at this control monument indicate possible
 LX0211.vertical movement.
 LX0211
 LX0211.The geoid height was determined by GEOID03.
 LX0211
 LX0211.The dynamic height is computed by dividing the NAVD 88
 LX0211.geopotential number by the normal gravity value computed on the
 LX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0211.degrees latitude (g = 980.6199 gals.).
 LX0211
 LX0211.The modeled gravity was interpolated from observed gravity values.
 LX0211
 LX0211;                    North         East    Units  Estimated Accuracy
 LX0211;SPC CT       -   204,510.      336,230.      MT  (+/- 180 meters Scaled)
 LX0211
 LX0211                          SUPERSEDED SURVEY CONTROL
 LX0211
 LX0211.No superseded survey control is available for this station.
 LX0211
 LX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL197756(NAD 83)
 LX0211_MARKER: DB = BENCH MARK DISK
 LX0211_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0211+WITH SETTING: PAVEMENT
 LX0211_STAMPING: V 16 RESET 1953
 LX0211_MARK LOGO: CGS   
 LX0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0211+STABILITY: SURFACE MOTION
 LX0211
 LX0211  HISTORY     - Date     Condition        Report By
 LX0211  HISTORY     - 1953     MONUMENTED       CGS
 LX0211  HISTORY     - 1965     GOOD             NGS
 LX0211  HISTORY     - 1984     GOOD             NGS
 LX0211  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0211  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0211  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX0211
 LX0211                          STATION DESCRIPTION
 LX0211
 LX0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0211'AT OLD SAYBROOK.
 LX0211'AT OLD SAYBROOK, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0211'RAILROAD, UNDER THE EAST EDGE OF THE U.S. HIGHWAY 1 OVERPASS
 LX0211'OVER THE TRACKS, ABOUT 0.1 MILE EAST OF THE STATION, SET IN THE
 LX0211'TOP OF AN ABANDONED SIGNAL BASE, 22 FEET NORTH OF THE NORTH
 LX0211'RAIL, 3 FEET NORTHWEST OF THE WEST CORNER OF A CONCRETE PIER FOR
 LX0211'OVERPASS, AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 LX0211
 LX0211                          STATION RECOVERY (1984)
 LX0211
 LX0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0211'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0211'THE MARK IS 25.7 METERS (84.5 FT) EAST OF THE NORTHEAST ABUTMENT.
 LX0211
 LX0211                          STATION RECOVERY (1988)
 LX0211
 LX0211'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX0211'MARK NOT FOUND.
 LX0211
 LX0211                          STATION RECOVERY (1989)
 LX0211
 LX0211'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0211'MARK NOT FOUND.
 LX0211
 LX0211                          STATION RECOVERY (1990)
 LX0211
 LX0211'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0732 ***********************************************************************
 LX0732  DESIGNATION -  V 19
 LX0732  PID         -  LX0732
 LX0732  STATE/COUNTY-  CT/LITCHFIELD
 LX0732  USGS QUAD   -  TORRINGTON (1984)
 LX0732
 LX0732                         *CURRENT SURVEY CONTROL
 LX0732  ___________________________________________________________________
 LX0732* NAD 83(1986)-  41 51 55.     (N)    073 05 08.     (W)     SCALED    
 LX0732* NAVD 88     -       220.579  (meters)     723.68   (feet)  ADJUSTED  
 LX0732  ___________________________________________________________________
 LX0732  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX0732  DYNAMIC HT  -         220.507 (meters)     723.45  (feet)  COMP
 LX0732  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 LX0732
 LX0732  VERT ORDER  -  FIRST     CLASS II
 LX0732
 LX0732.The horizontal coordinates were scaled from a topographic map and have
 LX0732.an estimated accuracy of +/- 6 seconds.
 LX0732
 LX0732.The orthometric height was determined by differential leveling
 LX0732.and adjusted by the National Geodetic Survey in June 1991..
 LX0732
 LX0732.The geoid height was determined by GEOID03.
 LX0732
 LX0732.The dynamic height is computed by dividing the NAVD 88
 LX0732.geopotential number by the normal gravity value computed on the
 LX0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0732.degrees latitude (g = 980.6199 gals.).
 LX0732
 LX0732.The modeled gravity was interpolated from observed gravity values.
 LX0732
 LX0732;                    North         East    Units  Estimated Accuracy
 LX0732;SPC CT       -   267,060.      276,940.      MT  (+/- 180 meters Scaled)
 LX0732
 LX0732                          SUPERSEDED SURVEY CONTROL
 LX0732
 LX0732  NGVD 29 (??/??/92)  220.797  (m)          724.40   (f) ADJ UNCH    1 2
 LX0732
 LX0732.Superseded values are not recommended for survey control.
 LX0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0732.See file dsdata.txt to determine how the superseded data were derived.
 LX0732
 LX0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM588365(NAD 83)
 LX0732_MARKER: DB = BENCH MARK DISK
 LX0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0732_STAMPING: V 19 1935
 LX0732_MARK LOGO: CGS   
 LX0732_PROJECTION: PROJECTING 8 CENTIMETERS
 LX0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0732+STABILITY: SURFACE MOTION
 LX0732
 LX0732  HISTORY     - Date     Condition        Report By
 LX0732  HISTORY     - 1935     MONUMENTED       CGS
 LX0732  HISTORY     - 1985     GOOD             NGS
 LX0732
 LX0732                          STATION DESCRIPTION
 LX0732
 LX0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0732'AT BURRVILLE.
 LX0732'AT BURRVILLE, LITCHFIELD COUNTY, ABOUT 560 FEET SOUTH OF THE
 LX0732'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, 50 FEET
 LX0732'WEST OF THE WEST TRACK, 38 FEET EAST OF THE CENTER LINE OF
 LX0732'STATE HIGHWAY 8, 25 FEET NORTHWEST OF POLE 5134, AND ABOUT 3
 LX0732'FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED V 19 1935
 LX0732'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 11 INCHES
 LX0732'ABOVE GROUND.
 LX0732
 LX0732                          STATION RECOVERY (1985)
 LX0732
 LX0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0732'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 6.7 KM (4.15 MI)
 LX0732'SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCTION OF U.S. HIGHWAY 44 IN
 LX0732'WINSTED TO THE MARK ON THE LEFT, 0.2 KM (0.15 MI) SOUTH OF THE
 LX0732'JUNCTION OF GREENWOOD ROAD, ALSO 7.0 KM (4.4 MI) NORTH ALONG COUNTY
 LX0732'ROAD 800 FROM THE JUNCTION OF STATE HIGHWAY 4 WEST IN TORRINGTON, 11.9
 LX0732'METERS (39.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 19.56 METERS
 LX0732'(64.2 FT) SOUTHWEST AND ACROSS THE ABANDON RAILROAD BED FROM A POWER
 LX0732'POLE WITH 2 GUY WIRES.
 LX0732'THE MARK IS 0.45 METERS  S FROM  A WITNESS POST
 LX0732'THE MARK IS 0.45 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0387 ***********************************************************************
 LX0387  DESIGNATION -  V 3
 LX0387  PID         -  LX0387
 LX0387  STATE/COUNTY-  CT/NEW HAVEN
 LX0387  USGS QUAD   -  NEW HAVEN (1984)
 LX0387
 LX0387                         *CURRENT SURVEY CONTROL
 LX0387  ___________________________________________________________________
 LX0387* NAD 83(1986)-  41 18 53.     (N)    072 54 14.     (W)     SCALED    
 LX0387* NAVD 88     -         8.167  (meters)      26.79   (feet)  POSTED    
 LX0387  ___________________________________________________________________
 LX0387  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX0387  DYNAMIC HT  -           8.160 (meters)      26.77  (feet)  COMP
 LX0387  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 LX0387
 LX0387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0387
 LX0387.The horizontal coordinates were scaled from a topographic map and have
 LX0387.an estimated accuracy of +/- 6 seconds.
 LX0387
 LX0387.The orthometric height was determined by differential leveling
 LX0387.and adjusted by the National Geodetic Survey in 1992..
 LX0387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0387.rate of 0.0 thru 1.0 mm/km.
 LX0387
 LX0387.The geoid height was determined by GEOID03.
 LX0387
 LX0387.The dynamic height is computed by dividing the NAVD 88
 LX0387.geopotential number by the normal gravity value computed on the
 LX0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0387.degrees latitude (g = 980.6199 gals.).
 LX0387
 LX0387.The modeled gravity was interpolated from observed gravity values.
 LX0387
 LX0387;                    North         East    Units  Estimated Accuracy
 LX0387;SPC CT       -   205,870.      291,920.      MT  (+/- 180 meters Scaled)
 LX0387
 LX0387                          SUPERSEDED SURVEY CONTROL
 LX0387
 LX0387.No superseded survey control is available for this station.
 LX0387
 LX0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL754758(NAD 83)
 LX0387_MARKER: DB = BENCH MARK DISK
 LX0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0387_STAMPING: V3-1922-27.95
 LX0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0387+STABILITY: SURFACE MOTION
 LX0387
 LX0387  HISTORY     - Date     Condition        Report By
 LX0387  HISTORY     - 1922     MONUMENTED       CGS
 LX0387  HISTORY     - 1934     GOOD             NGS
 LX0387
 LX0387                          STATION DESCRIPTION
 LX0387
 LX0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0387'AT NEW HAVEN.
 LX0387'AT NEW HAVEN, ON THE NY NH AND H RR, ABOUT 65 YDS. NE OF THE N
 LX0387'CORNER OF THE BUILDING FORMERLY USED AS THE CEDAR HILL PASSENGER
 LX0387'STA, MIDWAY BETWEEN POWER TRANSMISSION LINE TOWERS 1108 AND 1109,
 LX0387'NW OF BRIDGE 1.73 OVER JAMES ST. AND ABOUT 30 YDS W OF THE
 LX0387'CENTERLINE OF JAMES ST., 70.7 FT. NW OF THE NW RAIL.  A STANDARD
 LX0387'DISK SET IN THE TOP OF A CONCRETE POST ABOUT 6 IN ABOVE GROUND
 LX0387'AND ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1167 ***********************************************************************
 LX1167  DESIGNATION -  V 31
 LX1167  PID         -  LX1167
 LX1167  STATE/COUNTY-  CT/FAIRFIELD
 LX1167  USGS QUAD   -  STAMFORD (1984)
 LX1167
 LX1167                         *CURRENT SURVEY CONTROL
 LX1167  ___________________________________________________________________
 LX1167* NAD 83(1986)-  41 01 13.     (N)    073 35 20.     (W)     SCALED    
 LX1167* NAVD 88     -         4.122  (meters)      13.52   (feet)  ADJUSTED  
 LX1167  ___________________________________________________________________
 LX1167  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 LX1167  DYNAMIC HT  -           4.120 (meters)      13.52  (feet)  COMP
 LX1167  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 LX1167
 LX1167  VERT ORDER  -  FIRST     CLASS I
 LX1167
 LX1167.The horizontal coordinates were scaled from a topographic map and have
 LX1167.an estimated accuracy of +/- 6 seconds.
 LX1167
 LX1167.The orthometric height was determined by differential leveling
 LX1167.and adjusted by the National Geodetic Survey in June 1991..
 LX1167
 LX1167.The geoid height was determined by GEOID03.
 LX1167
 LX1167.The dynamic height is computed by dividing the NAVD 88
 LX1167.geopotential number by the normal gravity value computed on the
 LX1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1167.degrees latitude (g = 980.6199 gals.).
 LX1167
 LX1167.The modeled gravity was interpolated from observed gravity values.
 LX1167
 LX1167;                    North         East    Units  Estimated Accuracy
 LX1167;SPC CT       -   173,500.      234,240.      MT  (+/- 180 meters Scaled)
 LX1167
 LX1167                          SUPERSEDED SURVEY CONTROL
 LX1167
 LX1167  NGVD 29 (??/??/92)    4.459  (m)           14.63   (f) ADJ UNCH    1 1
 LX1167
 LX1167.Superseded values are not recommended for survey control.
 LX1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1167.See file dsdata.txt to determine how the superseded data were derived.
 LX1167
 LX1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL186419(NAD 83)
 LX1167_MARKER: DB = BENCH MARK DISK
 LX1167_SETTING: 66 = SET IN ROCK OUTCROP
 LX1167_SP_SET: ROCK LEDGE
 LX1167_STAMPING: V 31 1965
 LX1167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1167+STABILITY: POSITION/ELEVATION WELL
 LX1167
 LX1167  HISTORY     - Date     Condition        Report By
 LX1167  HISTORY     - 1965     MONUMENTED       CGS
 LX1167  HISTORY     - 1983     GOOD             NGS
 LX1167  HISTORY     - 1984     GOOD             USPSQD
 LX1167  HISTORY     - 1985     GOOD             USPSQD
 LX1167
 LX1167                          STATION DESCRIPTION
 LX1167
 LX1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1167'2 MI S FROM RIVERSIDE.
 LX1167'1.15 MILES SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE
 LX1167'AT RIVERSIDE, THENCE 0.85 MILE SOUTHWEST ALONG INDIAN HEAD
 LX1167'ROAD, ABOUT 0.85 MILE SOUTHWEST OF THE ST. PAULS EPISCOPAL CHURCH,
 LX1167'SET ON THE TOP OF AN EXPOSED LEDGE OF ROCK WHICH IS 14 FEET LONG
 LX1167'AND 9 FEET WIDE, ON THE PROPERTY OF A MR. GUNLACH, 24 1/2
 LX1167'FEET NORTHWEST OF THE CENTER LINE OF INDIAN HEAD ROAD, 56 FEET
 LX1167'SOUTH OF THE EAST CORNER OF MR. GUNLACH RESIDENCE, 105 FEET
 LX1167'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY TO RESIDENT AND
 LX1167'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
 LX1167
 LX1167                          STATION RECOVERY (1983)
 LX1167
 LX1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1167'RECOVERED IN GOOD CONDITION.
 LX1167
 LX1167                          STATION RECOVERY (1984)
 LX1167
 LX1167'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1167'RECOVERED IN GOOD CONDITION.
 LX1167
 LX1167                          STATION RECOVERY (1985)
 LX1167
 LX1167'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX1167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0785 ***********************************************************************
 LX0785  DESIGNATION -  V 32
 LX0785  PID         -  LX0785
 LX0785  STATE/COUNTY-  CT/FAIRFIELD
 LX0785  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0785
 LX0785                         *CURRENT SURVEY CONTROL
 LX0785  ___________________________________________________________________
 LX0785* NAD 83(1986)-  41 06 23.     (N)    073 25 09.     (W)     SCALED    
 LX0785* NAVD 88     -         8.883  (meters)      29.14   (feet)  ADJUSTED  
 LX0785  ___________________________________________________________________
 LX0785  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX0785  DYNAMIC HT  -           8.880 (meters)      29.13  (feet)  COMP
 LX0785  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 LX0785
 LX0785  VERT ORDER  -  FIRST     CLASS I
 LX0785
 LX0785.The horizontal coordinates were scaled from a topographic map and have
 LX0785.an estimated accuracy of +/- 6 seconds.
 LX0785
 LX0785.The orthometric height was determined by differential leveling
 LX0785.and adjusted by the National Geodetic Survey in June 1991..
 LX0785
 LX0785.The geoid height was determined by GEOID03.
 LX0785
 LX0785.The dynamic height is computed by dividing the NAVD 88
 LX0785.geopotential number by the normal gravity value computed on the
 LX0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0785.degrees latitude (g = 980.6199 gals.).
 LX0785
 LX0785.The modeled gravity was interpolated from observed gravity values.
 LX0785
 LX0785;                    North         East    Units  Estimated Accuracy
 LX0785;SPC CT       -   182,940.      248,590.      MT  (+/- 180 meters Scaled)
 LX0785
 LX0785                          SUPERSEDED SURVEY CONTROL
 LX0785
 LX0785  NGVD 29 (??/??/92)    9.217  (m)           30.24   (f) ADJ UNCH    1 1
 LX0785
 LX0785.Superseded values are not recommended for survey control.
 LX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0785.See file dsdata.txt to determine how the superseded data were derived.
 LX0785
 LX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327517(NAD 83)
 LX0785_MARKER: DB = BENCH MARK DISK
 LX0785_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0785_SP_SET: ABUTMENT
 LX0785_STAMPING: V 32 1965
 LX0785_MARK LOGO: CGS   
 LX0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0785
 LX0785  HISTORY     - Date     Condition        Report By
 LX0785  HISTORY     - 1965     MONUMENTED       CGS
 LX0785  HISTORY     - 1983     GOOD             NGS
 LX0785  HISTORY     - 1984     GOOD             NGS
 LX0785  HISTORY     - 1985     GOOD             USPSQD
 LX0785  HISTORY     - 1988     GOOD             USPSQD
 LX0785  HISTORY     - 1989     GOOD             USPSQD
 LX0785
 LX0785                          STATION DESCRIPTION
 LX0785
 LX0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0785'0.2 MI S FROM NORWALK.
 LX0785'0.25 MILE SOUTH ALONG WEST AVENUE FROM THE INTERSECTION OF U.S.
 LX0785'HIGHWAY 1 AT NORWALK, NEAR THE JUNCTION OF CRESCENT STREET, SET
 LX0785'VERTICALLY IN THE WEST FACE AND NEAR THE SOUTH END OF THE EAST
 LX0785'CONCRETE ABUTMENT OF THE CONNECTICUT TURNPIKE OVERPASS OVER
 LX0785'WEST AVENUE, 148.0 FEET NORTH OF THE CENTER LINE OF CRESCENT
 LX0785'STREET, 14.8 FEET EAST OF THE EAST CURB OF WEST AVENUE, 1.3 FEET
 LX0785'NORTH OF THE SOUTH END OF THE ABUTMENT AND 2.6 FEET ABOVE THE
 LX0785'LEVEL OF THE GROUND.
 LX0785
 LX0785                          STATION RECOVERY (1983)
 LX0785
 LX0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0785'RECOVERED IN GOOD CONDITION.
 LX0785
 LX0785                          STATION RECOVERY (1984)
 LX0785
 LX0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0785'RECOVERED IN GOOD CONDITION.
 LX0785
 LX0785                          STATION RECOVERY (1985)
 LX0785
 LX0785'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0785'RECOVERED IN GOOD CONDITION.
 LX0785
 LX0785                          STATION RECOVERY (1988)
 LX0785
 LX0785'RECOVERY NOTE BY US POWER SQUADRON 1988 (KLB)
 LX0785'RECOVERED IN GOOD CONDITION.
 LX0785
 LX0785                          STATION RECOVERY (1989)
 LX0785
 LX0785'RECOVERY NOTE BY US POWER SQUADRON 1989 (KB)
 LX0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0872 ***********************************************************************
 LX0872  DESIGNATION -  V 33
 LX0872  PID         -  LX0872
 LX0872  STATE/COUNTY-  CT/FAIRFIELD
 LX0872  USGS QUAD   -  BRIDGEPORT (1984)
 LX0872
 LX0872                         *CURRENT SURVEY CONTROL
 LX0872  ___________________________________________________________________
 LX0872* NAD 83(1986)-  41 11 01.     (N)    073 09 15.     (W)     SCALED    
 LX0872* NAVD 88     -         3.057  (meters)      10.03   (feet)  ADJUSTED  
 LX0872  ___________________________________________________________________
 LX0872  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0872  DYNAMIC HT  -           3.056 (meters)      10.03  (feet)  COMP
 LX0872  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 LX0872
 LX0872  VERT ORDER  -  FIRST     CLASS I
 LX0872
 LX0872.The horizontal coordinates were scaled from a topographic map and have
 LX0872.an estimated accuracy of +/- 6 seconds.
 LX0872
 LX0872.The orthometric height was determined by differential leveling
 LX0872.and adjusted by the National Geodetic Survey in June 1991..
 LX0872
 LX0872.The geoid height was determined by GEOID03.
 LX0872
 LX0872.The dynamic height is computed by dividing the NAVD 88
 LX0872.geopotential number by the normal gravity value computed on the
 LX0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0872.degrees latitude (g = 980.6199 gals.).
 LX0872
 LX0872.The modeled gravity was interpolated from observed gravity values.
 LX0872
 LX0872;                    North         East    Units  Estimated Accuracy
 LX0872;SPC CT       -   191,380.      270,890.      MT  (+/- 180 meters Scaled)
 LX0872
 LX0872                          SUPERSEDED SURVEY CONTROL
 LX0872
 LX0872  NGVD 29 (??/??/92)    3.387  (m)           11.11   (f) ADJ UNCH    1 1
 LX0872
 LX0872.Superseded values are not recommended for survey control.
 LX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0872.See file dsdata.txt to determine how the superseded data were derived.
 LX0872
 LX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL548607(NAD 83)
 LX0872_MARKER: DB = BENCH MARK DISK
 LX0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0872_SP_SET: CULVERT
 LX0872_STAMPING: V 33 1965
 LX0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0872
 LX0872  HISTORY     - Date     Condition        Report By
 LX0872  HISTORY     - 1965     MONUMENTED       CGS
 LX0872  HISTORY     - 1982     GOOD             NGS
 LX0872
 LX0872                          STATION DESCRIPTION
 LX0872
 LX0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0872'AT STRATFORD.
 LX0872'AT STRATFORD, AT THE STRATFORD-BRIDGEPORT CITY LIMIT, AT THE
 LX0872'JUNCTION OF STRATFORD AVENUE AND CONNECTICUT AVENUE, NEAR THE
 LX0872'WEST CORNER OF THE SAINT MICHAEL CEMETERY, SET ON THE TOP OF
 LX0872'THE WING WALL AT THE EAST CORNER OF A 12- FOOT ARCHED CULVERT
 LX0872'OVER BRUCE CREEK, 11.6 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 LX0872'STRATFORD AVENUE, 1.8 FEET NORTHEAST OF THE NORTHEAST END OF THE
 LX0872'SOUTHEAST HEAD WALL OF THE CULVERT AND 1 FOOT ABOVE THE LEVEL
 LX0872'OF THE AVENUE.
 LX0872
 LX0872                          STATION RECOVERY (1982)
 LX0872
 LX0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0389 ***********************************************************************
 LX0389  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0389  DESIGNATION -  V 34
 LX0389  PID         -  LX0389
 LX0389  STATE/COUNTY-  CT/NEW HAVEN
 LX0389  USGS QUAD   -  NEW HAVEN (1984)
 LX0389
 LX0389                         *CURRENT SURVEY CONTROL
 LX0389  ___________________________________________________________________
 LX0389* NAD 83(1986)-  41 18 03.     (N)    072 54 47.     (W)     SCALED    
 LX0389* NAVD 88     -         3.494  (meters)      11.46   (feet)  ADJUSTED  
 LX0389  ___________________________________________________________________
 LX0389  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX0389  DYNAMIC HT  -           3.493 (meters)      11.46  (feet)  COMP
 LX0389  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 LX0389
 LX0389  VERT ORDER  -  FIRST     CLASS I
 LX0389
 LX0389.The horizontal coordinates were scaled from a topographic map and have
 LX0389.an estimated accuracy of +/- 6 seconds.
 LX0389
 LX0389.The orthometric height was determined by differential leveling
 LX0389.and adjusted by the National Geodetic Survey in June 1991..
 LX0389
 LX0389.This Tidal Bench Mark is designated as VM 2268
 LX0389.by the Center for Operational Oceanographic Products and Services.
 LX0389
 LX0389.The geoid height was determined by GEOID03.
 LX0389
 LX0389.The dynamic height is computed by dividing the NAVD 88
 LX0389.geopotential number by the normal gravity value computed on the
 LX0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0389.degrees latitude (g = 980.6199 gals.).
 LX0389
 LX0389.The modeled gravity was interpolated from observed gravity values.
 LX0389
 LX0389;                    North         East    Units  Estimated Accuracy
 LX0389;SPC CT       -   204,330.      291,150.      MT  (+/- 180 meters Scaled)
 LX0389
 LX0389                          SUPERSEDED SURVEY CONTROL
 LX0389
 LX0389  NGVD 29 (??/??/92)    3.812  (m)           12.51   (f) ADJ UNCH    1 1
 LX0389
 LX0389.Superseded values are not recommended for survey control.
 LX0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0389.See file dsdata.txt to determine how the superseded data were derived.
 LX0389
 LX0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL747742(NAD 83)
 LX0389_MARKER: DB = BENCH MARK DISK
 LX0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0389_SP_SET: PIER
 LX0389_STAMPING: V 34 1965
 LX0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0389
 LX0389  HISTORY     - Date     Condition        Report By
 LX0389  HISTORY     - 1965     MONUMENTED       CGS
 LX0389  HISTORY     - 1988     GOOD             USPSQD
 LX0389  HISTORY     - 20020320 GOOD             INDIV
 LX0389
 LX0389                          STATION DESCRIPTION
 LX0389
 LX0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0389'AT NEW HAVEN.
 LX0389'AT NEW HAVEN, AT THE JUNCTION OF WATER STREET AND HAMILTON STREET,
 LX0389'SET VERTICALLY IN THE NORTH FACE OF THE EAST LEG OF SOUTH PIER
 LX0389'UNDER THE EASTBOUND LANE OF THE CONNECTICUT TURNPIKE OVERPASS OVER
 LX0389'WATER STREET, 70 FEET WEST OF THE WEST CURB OF HAMILTON STREET,
 LX0389'36 FEET SOUTH OF THE CENTER LINE OF WATER STREET (U.S. HIGHWAY
 LX0389'1) AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0389
 LX0389                          STATION RECOVERY (1988)
 LX0389
 LX0389'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0389'RECOVERED IN GOOD CONDITION.
 LX0389
 LX0389                          STATION RECOVERY (2002)
 LX0389
 LX0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RSK)
 LX0389'WHITE PAINT APPLIED TO DISK AND CONCRETE SETTING
 LX0389'BUT STAMPING AND CROSS HATCH VISIBLE
 LX0389'WIRE FENCE SURROUNDS PIER ABOUT ONE FOOT NORTH
 LX0389'OF DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0118 ***********************************************************************
 LX0118  DESIGNATION -  V 35
 LX0118  PID         -  LX0118
 LX0118  STATE/COUNTY-  CT/NEW LONDON
 LX0118  USGS QUAD   -  OLD LYME (1976)
 LX0118
 LX0118                         *CURRENT SURVEY CONTROL
 LX0118  ___________________________________________________________________
 LX0118* NAD 83(1986)-  41 17 28.     (N)    072 16 08.     (W)     SCALED    
 LX0118* NAVD 88     -        15.532  (meters)      50.96   (feet)  ADJUSTED  
 LX0118  ___________________________________________________________________
 LX0118  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0118  DYNAMIC HT  -          15.526 (meters)      50.94  (feet)  COMP
 LX0118  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX0118
 LX0118  VERT ORDER  -  FIRST     CLASS I
 LX0118
 LX0118.The horizontal coordinates were scaled from a topographic map and have
 LX0118.an estimated accuracy of +/- 6 seconds.
 LX0118
 LX0118.The orthometric height was determined by differential leveling
 LX0118.and adjusted by the National Geodetic Survey in June 1991..
 LX0118
 LX0118.The geoid height was determined by GEOID03.
 LX0118
 LX0118.The dynamic height is computed by dividing the NAVD 88
 LX0118.geopotential number by the normal gravity value computed on the
 LX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0118.degrees latitude (g = 980.6199 gals.).
 LX0118
 LX0118.The modeled gravity was interpolated from observed gravity values.
 LX0118
 LX0118;                    North         East    Units  Estimated Accuracy
 LX0118;SPC CT       -   203,350.      345,100.      MT  (+/- 180 meters Scaled)
 LX0118
 LX0118                          SUPERSEDED SURVEY CONTROL
 LX0118
 LX0118  NGVD 29 (??/??/92)   15.839  (m)           51.97   (f) ADJ UNCH    1 1
 LX0118
 LX0118.Superseded values are not recommended for survey control.
 LX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0118.See file dsdata.txt to determine how the superseded data were derived.
 LX0118
 LX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL286746(NAD 83)
 LX0118_MARKER: DB = BENCH MARK DISK
 LX0118_SETTING: 66 = SET IN ROCK OUTCROP
 LX0118_SP_SET: BEDROCK
 LX0118_STAMPING: V 35 1965
 LX0118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0118+STABILITY: POSITION/ELEVATION WELL
 LX0118
 LX0118  HISTORY     - Date     Condition        Report By
 LX0118  HISTORY     - 1965     MONUMENTED       CGS
 LX0118  HISTORY     - 1983     GOOD             USPSQD
 LX0118  HISTORY     - 1987     GOOD             USPSQD
 LX0118  HISTORY     - 1988     GOOD             USPSQD
 LX0118  HISTORY     - 1989     GOOD             USPSQD
 LX0118  HISTORY     - 19900414 GOOD             USPSQD
 LX0118  HISTORY     - 19901206 GOOD             USPSQD
 LX0118  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 LX0118
 LX0118                          STATION DESCRIPTION
 LX0118
 LX0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0118'0.4 MI NE FROM SOUND VIEW.
 LX0118'ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 156 FROM THE SOUTH
 LX0118'END FIRE STATION OF OLD LYME AT SOUND VIEW, ABOUT 0.3 MILE
 LX0118'SOUTHWEST OF THE HIGHWAY OVERPASS OVER THE NEW YORK, NEW HAVEN
 LX0118'AND HARTFORD RAILROAD, AT THE JUNCTION OF A WOODS ROAD LEADING
 LX0118'NORTH, SET ON THE TOP AND AT THE EAST END OF AN 8-BY-5-FOOT
 LX0118'EXPOSED PART OF BEDROCK, 23 FEET NORTH OF THE CENTER LINE OF THE
 LX0118'HIGHWAY, 47 1/2 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM
 LX0118'POWER LINE POLE NO. 1728, 9 FEET EAST OF THE CENTER LINE OF WOODS
 LX0118'ROAD, ABOUT FLUSH WITH THE GROUND AND LEVEL WITH THE HIGHWAY.
 LX0118
 LX0118                          STATION RECOVERY (1983)
 LX0118
 LX0118'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0118'NOTE: SOUTH END FIRE STATION ON STATE HIGHWAY 156 HAS BEEN MOVED.
 LX0118'THIS STRUCTURE IS NOW THE OLD LYME POLICE DEPARTMENT.
 LX0118
 LX0118                          STATION RECOVERY (1987)
 LX0118
 LX0118'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0118'RECOVERED IN GOOD CONDITION.
 LX0118
 LX0118                          STATION RECOVERY (1988)
 LX0118
 LX0118'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0118'RECOVERED IN GOOD CONDITION.
 LX0118
 LX0118                          STATION RECOVERY (1989)
 LX0118
 LX0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0118'RECOVERED IN GOOD CONDITION.
 LX0118
 LX0118                          STATION RECOVERY (1990)
 LX0118
 LX0118'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0118'RECOVERED IN GOOD CONDITION.
 LX0118
 LX0118                          STATION RECOVERY (1990)
 LX0118
 LX0118'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0118'RECOVERED IN GOOD CONDITION.
 LX0118
 LX0118                          STATION RECOVERY (2001)
 LX0118
 LX0118'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0466 ***********************************************************************
 LX0466  DESIGNATION -  V 36
 LX0466  PID         -  LX0466
 LX0466  STATE/COUNTY-  CT/MIDDLESEX
 LX0466  USGS QUAD   -  CLINTON (1984)
 LX0466
 LX0466                         *CURRENT SURVEY CONTROL
 LX0466  ___________________________________________________________________
 LX0466* NAD 83(1996)-  41 16 33.77665(N)    072 32 45.32701(W)     ADJUSTED  
 LX0466* NAVD 88     -         4.800  (meters)      15.75   (feet)  ADJUSTED  
 LX0466  ___________________________________________________________________
 LX0466  X           -   1,439,839.096 (meters)                     COMP
 LX0466  Y           -  -4,579,381.614 (meters)                     COMP
 LX0466  Z           -   4,185,495.044 (meters)                     COMP
 LX0466  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX0466  ELLIP HEIGHT-         -25.46  (meters)          (06/04/02) GPS OBS
 LX0466  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 LX0466  DYNAMIC HT  -           4.798 (meters)      15.74  (feet)  COMP
 LX0466  MODELED GRAV-     980,288.6   (mgal)                       NAVD 88
 LX0466
 LX0466  HORZ ORDER  -  FIRST
 LX0466  VERT ORDER  -  FIRST     CLASS I
 LX0466  ELLP ORDER  -  FOURTH    CLASS I
 LX0466
 LX0466.The horizontal coordinates were established by GPS observations
 LX0466.and adjusted by the National Geodetic Survey in May 2000..
 LX0466
 LX0466.The orthometric height was determined by differential leveling
 LX0466.and adjusted by the National Geodetic Survey in June 1991..
 LX0466
 LX0466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX0466
 LX0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0466
 LX0466.The ellipsoidal height was determined by GPS observations
 LX0466.and is referenced to NAD 83.
 LX0466
 LX0466.The geoid height was determined by GEOID03.
 LX0466
 LX0466.The dynamic height is computed by dividing the NAVD 88
 LX0466.geopotential number by the normal gravity value computed on the
 LX0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0466.degrees latitude (g = 980.6199 gals.).
 LX0466
 LX0466.The modeled gravity was interpolated from observed gravity values.
 LX0466
 LX0466;                    North         East     Units Scale Factor Converg.
 LX0466;SPC CT       -   201,587.275   321,898.599   MT  0.99999319   +0 08 07.1
 LX0466;SPC CT       -   661,374.25  1,056,095.65   sFT  0.99999319   +0 08 07.1
 LX0466;UTM  18      - 4,572,306.586   705,536.294   MT  1.00011994   +1 37 10.2
 LX0466
 LX0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0466!SPC CT       -   1.00000399  x   0.99999319  =   0.99999718
 LX0466!UTM  18      -   1.00000399  x   1.00011994  =   1.00012393
 LX0466
 LX0466                          SUPERSEDED SURVEY CONTROL
 LX0466
 LX0466  NAVD 88 (05/22/00)    4.80   (m)           15.7    (f) LEVELING    3  
 LX0466  NGVD 29 (??/??/92)    5.124  (m)           16.81   (f) ADJ UNCH    1 1
 LX0466
 LX0466.Superseded values are not recommended for survey control.
 LX0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0466.See file dsdata.txt to determine how the superseded data were derived.
 LX0466
 LX0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0553672307(NAD 83)
 LX0466_MARKER: DB = BENCH MARK DISK
 LX0466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0466_SP_SET: BRIDGE
 LX0466_STAMPING: V 36 1965
 LX0466_MARK LOGO: CGS   
 LX0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0466+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1999
 LX0466
 LX0466  HISTORY     - Date     Condition        Report By
 LX0466  HISTORY     - 1965     MONUMENTED       CGS
 LX0466  HISTORY     - 1974     GOOD             CTGS
 LX0466  HISTORY     - 1985     GOOD             NGS
 LX0466  HISTORY     - 1989     GOOD             USPSQD
 LX0466  HISTORY     - 19940625 GOOD             USPSQD
 LX0466  HISTORY     - 19970204 GOOD             USPSQD
 LX0466  HISTORY     - 19991206 GOOD             WOOLPT
 LX0466  HISTORY     - 19991215 GOOD             USPSQD
 LX0466
 LX0466                          STATION DESCRIPTION
 LX0466
 LX0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0466'1 MI W FROM CLINTON.
 LX0466'1.0 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0466'CLINTON, ABOUT 2.6 MILES EAST OF THE POST OFFICE AT MADISON,
 LX0466'ABOUT 0.2 MILE EAST OF THE JUNCTION OF A DRIVE LEADING TO
 LX0466'GRISWOLD AIRPORT, SET ON THE TOP OF THE EAST END OF THE SOUTH
 LX0466'CONCRETE GUARD RAIL BASE FOR A 165 FOOT LONG BRIDGE OVER THE
 LX0466'HAMMONASSET RIVER, 21 FEET SOUTH OF THE CENTER LINE OF THE
 LX0466'HIGHWAY, DIRECTLY OVER THE SOUTH END OF THE EAST ABUTMENT OF THE
 LX0466'BRIDGE AND 1 FOOT ABOVE THE LEVEL OF THE ROADWAY.
 LX0466
 LX0466                          STATION RECOVERY (1974)
 LX0466
 LX0466'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0466'RECOVERED IN GOOD CONDITION.
 LX0466
 LX0466                          STATION RECOVERY (1985)
 LX0466
 LX0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0466'RECOVERED IN GOOD CONDITION.
 LX0466
 LX0466                          STATION RECOVERY (1989)
 LX0466
 LX0466'RECOVERY NOTE BY US POWER SQUADRON 1989 (MW)
 LX0466'RECOVERED IN GOOD CONDITION.
 LX0466
 LX0466                          STATION RECOVERY (1994)
 LX0466
 LX0466'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0466'RECOVERED IN GOOD CONDITION.
 LX0466
 LX0466                          STATION RECOVERY (1997)
 LX0466
 LX0466'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0466'RECOVERED IN GOOD CONDITION.
 LX0466
 LX0466                          STATION RECOVERY (1999)
 LX0466
 LX0466'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX0466'RECOVERED AS DESCRIBED.  NOTE-- THIS STATION IS ON THE RIVER SIDE OF
 LX0466'THE BRIDGE EXPANSION JOINT.  THE VERTICAL POSITION OF THIS STATION
 LX0466'SHOULD BE RELIABLE, BUT THE HORIZONTAL POSITION COULD BE SUBJECT TO
 LX0466'MOTION.
 LX0466
 LX0466                          STATION RECOVERY (1999)
 LX0466
 LX0466'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0711 ***********************************************************************
 LW0711  DESIGNATION -  V 37
 LW0711  PID         -  LW0711
 LW0711  STATE/COUNTY-  CT/NEW LONDON
 LW0711  USGS QUAD   -  MYSTIC (1984)
 LW0711
 LW0711                         *CURRENT SURVEY CONTROL
 LW0711  ___________________________________________________________________
 LW0711* NAD 83(1986)-  41 20 30.     (N)    071 58 56.     (W)     SCALED    
 LW0711* NAVD 88     -         8.788  (meters)      28.83   (feet)  ADJUSTED  
 LW0711  ___________________________________________________________________
 LW0711  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0711  DYNAMIC HT  -           8.785 (meters)      28.82  (feet)  COMP
 LW0711  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW0711
 LW0711  VERT ORDER  -  FIRST     CLASS I
 LW0711
 LW0711.The horizontal coordinates were scaled from a topographic map and have
 LW0711.an estimated accuracy of +/- 6 seconds.
 LW0711
 LW0711.The orthometric height was determined by differential leveling
 LW0711.and adjusted by the National Geodetic Survey in June 1991..
 LW0711
 LW0711.The geoid height was determined by GEOID03.
 LW0711
 LW0711.The dynamic height is computed by dividing the NAVD 88
 LW0711.geopotential number by the normal gravity value computed on the
 LW0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0711.degrees latitude (g = 980.6199 gals.).
 LW0711
 LW0711.The modeled gravity was interpolated from observed gravity values.
 LW0711
 LW0711;                    North         East    Units  Estimated Accuracy
 LW0711;SPC CT       -   209,140.      369,060.      MT  (+/- 180 meters Scaled)
 LW0711
 LW0711                          SUPERSEDED SURVEY CONTROL
 LW0711
 LW0711  NGVD 29 (??/??/92)    9.080  (m)           29.79   (f) ADJ UNCH    1 1
 LW0711
 LW0711.Superseded values are not recommended for survey control.
 LW0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0711.See file dsdata.txt to determine how the superseded data were derived.
 LW0711
 LW0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF504809(NAD 83)
 LW0711_MARKER: DB = BENCH MARK DISK
 LW0711_SETTING: 66 = SET IN ROCK OUTCROP
 LW0711_SP_SET: BEDROCK
 LW0711_STAMPING: V 37 1965
 LW0711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0711+STABILITY: POSITION/ELEVATION WELL
 LW0711
 LW0711  HISTORY     - Date     Condition        Report By
 LW0711  HISTORY     - 1965     MONUMENTED       CGS
 LW0711  HISTORY     - 1984     GOOD             USPSQD
 LW0711  HISTORY     - 1987     GOOD             USPSQD
 LW0711  HISTORY     - 1988     GOOD             USPSQD
 LW0711  HISTORY     - 19901227 GOOD             USPSQD
 LW0711  HISTORY     - 20000107 GOOD             USPSQD
 LW0711
 LW0711                          STATION DESCRIPTION
 LW0711
 LW0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0711'1.8 MI NE FROM NOANK.
 LW0711'1.85 MILES NORTHEAST ALONG STATE HIGHWAY 215 FROM THE OVERPASS
 LW0711'OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT NOANK,
 LW0711'NEAR THE INTERSECTION OF THE HIGHWAY AND CEDAR ROAD, SET ON THE
 LW0711'TOP OF A LARGE MASS OF EXPOSED BEDROCK, 96 FEET NORTH OF THE
 LW0711'CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF A
 LW0711'GRAVELED DRIVEWAY, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 LW0711'HIGHWAY.
 LW0711
 LW0711                          STATION RECOVERY (1984)
 LW0711
 LW0711'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0711'RECOVERED IN GOOD CONDITION.
 LW0711
 LW0711                          STATION RECOVERY (1987)
 LW0711
 LW0711'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0711'RECOVERED IN GOOD CONDITION.
 LW0711
 LW0711                          STATION RECOVERY (1988)
 LW0711
 LW0711'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0711'RECOVERED IN GOOD CONDITION.
 LW0711
 LW0711                          STATION RECOVERY (1990)
 LW0711
 LW0711'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW0711'RECOVERED IN GOOD CONDITION.
 LW0711
 LW0711                          STATION RECOVERY (2000)
 LW0711
 LW0711'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0173 ***********************************************************************
 LX0173  DESIGNATION -  V 38
 LX0173  PID         -  LX0173
 LX0173  STATE/COUNTY-  CT/NEW LONDON
 LX0173  USGS QUAD   -  NEW LONDON (1984)
 LX0173
 LX0173                         *CURRENT SURVEY CONTROL
 LX0173  ___________________________________________________________________
 LX0173* NAD 83(1986)-  41 21 06.     (N)    072 03 29.     (W)     SCALED    
 LX0173* NAVD 88     -        25.346  (meters)      83.16   (feet)  ADJUSTED  
 LX0173  ___________________________________________________________________
 LX0173  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX0173  DYNAMIC HT  -          25.337 (meters)      83.13  (feet)  COMP
 LX0173  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LX0173
 LX0173  VERT ORDER  -  FIRST     CLASS I
 LX0173
 LX0173.The horizontal coordinates were scaled from a topographic map and have
 LX0173.an estimated accuracy of +/- 6 seconds.
 LX0173
 LX0173.The orthometric height was determined by differential leveling
 LX0173.and adjusted by the National Geodetic Survey in June 1991..
 LX0173
 LX0173.The geoid height was determined by GEOID03.
 LX0173
 LX0173.The dynamic height is computed by dividing the NAVD 88
 LX0173.geopotential number by the normal gravity value computed on the
 LX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0173.degrees latitude (g = 980.6199 gals.).
 LX0173
 LX0173.The modeled gravity was interpolated from observed gravity values.
 LX0173
 LX0173;                    North         East    Units  Estimated Accuracy
 LX0173;SPC CT       -   210,200.      362,710.      MT  (+/- 180 meters Scaled)
 LX0173
 LX0173                          SUPERSEDED SURVEY CONTROL
 LX0173
 LX0173  NGVD 29 (??/??/92)   25.637  (m)           84.11   (f) ADJ UNCH    1 1
 LX0173
 LX0173.Superseded values are not recommended for survey control.
 LX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0173.See file dsdata.txt to determine how the superseded data were derived.
 LX0173
 LX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL461819(NAD 83)
 LX0173_MARKER: DB = BENCH MARK DISK
 LX0173_SETTING: 66 = SET IN ROCK OUTCROP
 LX0173_SP_SET: BEDROCK
 LX0173_STAMPING: V 38 1965
 LX0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0173+STABILITY: POSITION/ELEVATION WELL
 LX0173
 LX0173  HISTORY     - Date     Condition        Report By
 LX0173  HISTORY     - 1965     MONUMENTED       CGS
 LX0173  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0173  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0173
 LX0173                          STATION DESCRIPTION
 LX0173
 LX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0173'0.7 MI NW FROM GROTON.
 LX0173'ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 LX0173'OFFICE AT GROTON, ABOUT 0.15 MILE NORTHWEST OF THE INTERSECTION OF
 LX0173'THE HIGHWAY AND MERIDIAN ROAD, SET ON THE TOP OF A 64-BY-16 FOOT
 LX0173'EXPOSED PART OF BEDROCK WHICH PROJECTS ABOUT 6 FEET ABOVE THE
 LX0173'LEVEL OF THE GROUND, 19.5 FEET SOUTHWEST OF THE SOUTHWEST CURB
 LX0173'OF THE HIGHWAY AND ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0173
 LX0173                          STATION RECOVERY (1983)
 LX0173
 LX0173'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0173'MARK NOT FOUND.
 LX0173
 LX0173                          STATION RECOVERY (1988)
 LX0173
 LX0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0172 ***********************************************************************
 LX0172  DESIGNATION -  V 38 RESET
 LX0172  PID         -  LX0172
 LX0172  STATE/COUNTY-  CT/NEW LONDON
 LX0172  USGS QUAD   -  NEW LONDON (1984)
 LX0172
 LX0172                         *CURRENT SURVEY CONTROL
 LX0172  ___________________________________________________________________
 LX0172* NAD 83(1986)-  41 21 06.     (N)    072 03 29.     (W)     SCALED    
 LX0172* NAVD 88     -        22.77   (meters)      74.7    (feet)  RESET     
 LX0172  ___________________________________________________________________
 LX0172  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX0172
 LX0172  VERT ORDER  -  THIRD
 LX0172
 LX0172.The horizontal coordinates were scaled from a topographic map and have
 LX0172.an estimated accuracy of +/- 6 seconds.
 LX0172
 LX0172.The orthometric height was computed from unverified reset data.
 LX0172.No vertical observational check was made to the station.
 LX0172
 LX0172.The geoid height was determined by GEOID03.
 LX0172
 LX0172;                    North         East    Units  Estimated Accuracy
 LX0172;SPC CT       -   210,200.      362,710.      MT  (+/- 180 meters Scaled)
 LX0172
 LX0172                          SUPERSEDED SURVEY CONTROL
 LX0172
 LX0172.No superseded survey control is available for this station.
 LX0172
 LX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL461819(NAD 83)
 LX0172_MARKER: DD = SURVEY DISK
 LX0172_SETTING: 66 = SET IN ROCK OUTCROP
 LX0172_SP_SET: BEDROCK
 LX0172_STAMPING: V 38 RESET 1970
 LX0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0172+STABILITY: POSITION/ELEVATION WELL
 LX0172
 LX0172  HISTORY     - Date     Condition        Report By
 LX0172  HISTORY     - 1970     MONUMENTED       CTDT
 LX0172  HISTORY     - 1972     GOOD             CTGS
 LX0172  HISTORY     - 1989     GOOD             USPSQD
 LX0172
 LX0172                          STATION DESCRIPTION
 LX0172
 LX0172'DESCRIBED BY CT DEPT OF TRANSP 1970
 LX0172'0.7 MI NW FROM GROTON.
 LX0172'ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0172'AT GROTON, ABOUT 0.15 MILE NORTHWEST OF THE INTERSECTION OF THE
 LX0172'HIGHWAY AND MERIDIAN STREET, SET IN THE TOP OF A 2 BY 2 FOOT
 LX0172'EXPOSED BEDROCK FLUSH WITH THE GROUND, 41 FEET NORTHEAST OF THE
 LX0172'CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT BELOW THE LEVEL
 LX0172'OF THE HIGHWAY.
 LX0172
 LX0172                          STATION RECOVERY (1972)
 LX0172
 LX0172'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0172'RECOVERED IN GOOD CONDITION.
 LX0172
 LX0172                          STATION RECOVERY (1989)
 LX0172
 LX0172'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH3577 ***********************************************************************
 DH3577  DESIGNATION -  V 477
 DH3577  PID         -  DH3577
 DH3577  STATE/COUNTY-  CT/LITCHFIELD
 DH3577  USGS QUAD   -  SHARON (1969)
 DH3577
 DH3577                         *CURRENT SURVEY CONTROL
 DH3577  ___________________________________________________________________
 DH3577* NAD 83(1986)-  41 58 05.     (N)    073 26 20.     (W)     SCALED    
 DH3577* NAVD 88     -       218.097  (meters)     715.54   (feet)  ADJUSTED  
 DH3577  ___________________________________________________________________
 DH3577  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DH3577  DYNAMIC HT  -         218.018 (meters)     715.28  (feet)  COMP
 DH3577  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 DH3577
 DH3577  VERT ORDER  -  SECOND    CLASS II
 DH3577
 DH3577.The horizontal coordinates were scaled from a topographic map and have
 DH3577.an estimated accuracy of +/- 6 seconds.
 DH3577
 DH3577.The orthometric height was determined by differential leveling
 DH3577.and adjusted by the National Geodetic Survey in June 2005..
 DH3577
 DH3577.The geoid height was determined by GEOID03.
 DH3577
 DH3577.The dynamic height is computed by dividing the NAVD 88
 DH3577.geopotential number by the normal gravity value computed on the
 DH3577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3577.degrees latitude (g = 980.6199 gals.).
 DH3577
 DH3577.The modeled gravity was interpolated from observed gravity values.
 DH3577
 DH3577;                    North         East    Units  Estimated Accuracy
 DH3577;SPC CT       -   278,650.      247,700.      MT  (+/- 180 meters Scaled)
 DH3577
 DH3577                          SUPERSEDED SURVEY CONTROL
 DH3577
 DH3577.No superseded survey control is available for this station.
 DH3577
 DH3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM293474(NAD 83)
 DH3577_MARKER: DD = SURVEY DISK
 DH3577_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH3577_SP_SET: PEDESTRIAN BRIDGE ABUTMENT
 DH3577_STAMPING: V 477 2004
 DH3577_MARK LOGO: NYDT  
 DH3577_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3577+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 DH3577
 DH3577  HISTORY     - Date     Condition        Report By
 DH3577  HISTORY     - 20040924 MONUMENTED       NYDT
 DH3577
 DH3577                          STATION DESCRIPTION
 DH3577
 DH3577'DESCRIBED BY NY DEPT OF TRANSP 2004 (DES)
 DH3577'THE STATION IS LOCATED IN THE SOUTHWESTERLY ABUTMENT OF A PEDESTRIAN
 DH3577'BRIDGE. IT IS 10.5 METERS WESTERLY OF CENTERLINE ROUTE 44 AND 22.0
 DH3577'METERS OF CENTERLINE BOSTWICK STREET. TO REACH THE STATION FROM THE
 DH3577'JUNCTION OF US HIGHWAY 44 AND STATE HIGHWAY 22 IN THE CENTER OF THE
 DH3577'VILLAGE OF MILLERTON, PROCEED EASTERLY ALONG US HIGHWAY 44
 DH3577'APPROXIMATELY 4 MILES (6.4KM) TO INTERSECTION WITH ROUTE 41, CONTINUE
 DH3577'ALONG US HIGHWAY 44 0.25 MILES (0.4KM) TO STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0147 ***********************************************************************
 LX0147  DESIGNATION -  V 5 C OF NL
 LX0147  PID         -  LX0147
 LX0147  STATE/COUNTY-  CT/NEW LONDON
 LX0147  USGS QUAD   -  NEW LONDON (1984)
 LX0147
 LX0147                         *CURRENT SURVEY CONTROL
 LX0147  ___________________________________________________________________
 LX0147* NAD 83(1986)-  41 20 25.     (N)    072 05 55.     (W)     SCALED    
 LX0147* NAVD 88     -         7.423  (meters)      24.35   (feet)  ADJUSTED  
 LX0147  ___________________________________________________________________
 LX0147  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX0147  DYNAMIC HT  -           7.421 (meters)      24.35  (feet)  COMP
 LX0147  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 LX0147
 LX0147  VERT ORDER  -  FIRST     CLASS I
 LX0147
 LX0147.The horizontal coordinates were scaled from a topographic map and have
 LX0147.an estimated accuracy of +/- 6 seconds.
 LX0147
 LX0147.The orthometric height was determined by differential leveling
 LX0147.and adjusted by the National Geodetic Survey in June 1991..
 LX0147
 LX0147.The geoid height was determined by GEOID03.
 LX0147
 LX0147.The dynamic height is computed by dividing the NAVD 88
 LX0147.geopotential number by the normal gravity value computed on the
 LX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0147.degrees latitude (g = 980.6199 gals.).
 LX0147
 LX0147.The modeled gravity was interpolated from observed gravity values.
 LX0147
 LX0147;                    North         East    Units  Estimated Accuracy
 LX0147;SPC CT       -   208,910.      359,320.      MT  (+/- 180 meters Scaled)
 LX0147
 LX0147                          SUPERSEDED SURVEY CONTROL
 LX0147
 LX0147  NGVD 29 (??/??/92)    7.72   (m)           25.3    (f) COMPUTED    1 1
 LX0147
 LX0147.Superseded values are not recommended for survey control.
 LX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0147.See file dsdata.txt to determine how the superseded data were derived.
 LX0147
 LX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL427805(NAD 83)
 LX0147_MARKER: Z = SEE DESCRIPTION
 LX0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0147_SP_SET: MANHOLE COVER
 LX0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0147
 LX0147  HISTORY     - Date     Condition        Report By
 LX0147  HISTORY     - UNK      MONUMENTED       LOCENG
 LX0147  HISTORY     - 1965     GOOD             NGS
 LX0147  HISTORY     - 1984     GOOD             USPSQD
 LX0147  HISTORY     - 1988     POOR             USPSQD
 LX0147  HISTORY     - 1989     GOOD             USPSQD
 LX0147  HISTORY     - 19901219 GOOD             USPSQD
 LX0147  HISTORY     - 20030421 MARK NOT FOUND   USPSQD
 LX0147
 LX0147                          STATION DESCRIPTION
 LX0147
 LX0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0147'AT NEW LONDON.
 LX0147'AT NEW LONDON, 154 FEET WEST ALONG MAPLE AVENUE FROM THE
 LX0147'INTERSECTION OF MAPLE AVENUE AND PEQUOT STREET, AT A SEWER
 LX0147'MANHOLE COVER, THE TOP OF THE LIP ON THE SOUTH SIDE OF IRON
 LX0147'RING AROUND MANHOLE COVER, 14 FEET SOUTH OF THE NORTH CURB OF
 LX0147'MAPLE AVENUE, 50 FEET EAST OF THE EAST FENCE ALONG THE TRACKS
 LX0147'OF THE NY, NH AND H RAILROAD AND ABOUT LEVEL WITH MAPLE AVENUE.
 LX0147
 LX0147                          STATION RECOVERY (1984)
 LX0147
 LX0147'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0147'RECOVERED IN GOOD CONDITION.
 LX0147
 LX0147                          STATION RECOVERY (1988)
 LX0147
 LX0147'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0147'MARK RECOVERED IN POOR CONDITION.
 LX0147
 LX0147                          STATION RECOVERY (1989)
 LX0147
 LX0147'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0147'RECOVERED IN GOOD CONDITION.
 LX0147
 LX0147                          STATION RECOVERY (1990)
 LX0147
 LX0147'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0147'RECOVERED IN GOOD CONDITION.
 LX0147
 LX0147                          STATION RECOVERY (2003)
 LX0147
 LX0147'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1664 ***********************************************************************
 LX1664  DESIGNATION -  V 50
 LX1664  PID         -  LX1664
 LX1664  STATE/COUNTY-  CT/HARTFORD
 LX1664  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1664
 LX1664                         *CURRENT SURVEY CONTROL
 LX1664  ___________________________________________________________________
 LX1664* NAD 83(1986)-  41 46 56.     (N)    072 40 32.     (W)     SCALED    
 LX1664* NAVD 88     -        26.890  (meters)      88.22   (feet)  ADJUSTED  
 LX1664  ___________________________________________________________________
 LX1664  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX1664  DYNAMIC HT  -          26.882 (meters)      88.20  (feet)  COMP
 LX1664  MODELED GRAV-     980,331.2   (mgal)                       NAVD 88
 LX1664
 LX1664  VERT ORDER  -  FIRST     CLASS II
 LX1664
 LX1664.The horizontal coordinates were scaled from a topographic map and have
 LX1664.an estimated accuracy of +/- 6 seconds.
 LX1664
 LX1664.The orthometric height was determined by differential leveling
 LX1664.and adjusted by the National Geodetic Survey in June 1991..
 LX1664
 LX1664.The geoid height was determined by GEOID03.
 LX1664
 LX1664.The dynamic height is computed by dividing the NAVD 88
 LX1664.geopotential number by the normal gravity value computed on the
 LX1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1664.degrees latitude (g = 980.6199 gals.).
 LX1664
 LX1664.The modeled gravity was interpolated from observed gravity values.
 LX1664
 LX1664;                    North         East    Units  Estimated Accuracy
 LX1664;SPC CT       -   257,790.      310,990.      MT  (+/- 180 meters Scaled)
 LX1664
 LX1664                          SUPERSEDED SURVEY CONTROL
 LX1664
 LX1664.No superseded survey control is available for this station.
 LX1664
 LX1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM931282(NAD 83)
 LX1664_MARKER: DB = BENCH MARK DISK
 LX1664_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX1664_STAMPING: V 50 1978
 LX1664_MARK LOGO: NGS   
 LX1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1664+STABILITY: POSITION/ELEVATION WELL
 LX1664
 LX1664  HISTORY     - Date     Condition        Report By
 LX1664  HISTORY     - 1978     MONUMENTED       NGS
 LX1664  HISTORY     - 1984     GOOD             NGS
 LX1664
 LX1664                          STATION DESCRIPTION
 LX1664
 LX1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1664'IN HARTFORD.
 LX1664'0.25 NORTHEAST ALONG HIGH STREET FROM THE POST OFFICE, FEDERAL
 LX1664'BUILDING IN HARTFORD TO THE JUNCTION OF HIGH, ANN, MAIN, STREETS
 LX1664'AND ALBANY AVENUE, THENCE 0.65 MILE NORTHEAST ALONG MAIN STREET
 LX1664'TO THE MARK ON THE RIGHT, SET IN THE FOUNDATION AT THE NORTHEAST
 LX1664'SIDE OF THE MAIN ENTRANCE TO THE CONGREGATIONAL CHURCH, 48 FEET
 LX1664'SOUTHEAST OF THE SOUTHEAST CURB OF MAIN STREET, 36 FEET SOUTHWEST
 LX1664'OF THE NORTHWEST CORNER OF THE CHURCH, DIRECTLY ACROSS THE STREET
 LX1664'FROM THE ENTRANCE TO SPRING GROVE CEMETERY, 5 FEET NORTHEAST OF A
 LX1664'HAND RAIL CENTER OF THE ENTRANCE DOORS.
 LX1664
 LX1664                          STATION RECOVERY (1984)
 LX1664
 LX1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1638 ***********************************************************************
 LX1638  DESIGNATION -  V 51
 LX1638  PID         -  LX1638
 LX1638  STATE/COUNTY-  CT/NEW HAVEN
 LX1638  USGS QUAD   -  MERIDEN (1992)
 LX1638
 LX1638                         *CURRENT SURVEY CONTROL
 LX1638  ___________________________________________________________________
 LX1638* NAD 83(1986)-  41 31 01.     (N)    072 48 13.     (W)     SCALED    
 LX1638* NAVD 88     -        83.688  (meters)     274.57   (feet)  ADJUSTED  
 LX1638  ___________________________________________________________________
 LX1638  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX1638  DYNAMIC HT  -          83.662 (meters)     274.48  (feet)  COMP
 LX1638  MODELED GRAV-     980,309.8   (mgal)                       NAVD 88
 LX1638
 LX1638  VERT ORDER  -  FIRST     CLASS II
 LX1638
 LX1638.The horizontal coordinates were scaled from a topographic map and have
 LX1638.an estimated accuracy of +/- 6 seconds.
 LX1638
 LX1638.The orthometric height was determined by differential leveling
 LX1638.and adjusted by the National Geodetic Survey in June 1991..
 LX1638
 LX1638.The geoid height was determined by GEOID03.
 LX1638
 LX1638.The dynamic height is computed by dividing the NAVD 88
 LX1638.geopotential number by the normal gravity value computed on the
 LX1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1638.degrees latitude (g = 980.6199 gals.).
 LX1638
 LX1638.The modeled gravity was interpolated from observed gravity values.
 LX1638
 LX1638;                    North         East    Units  Estimated Accuracy
 LX1638;SPC CT       -   228,320.      300,330.      MT  (+/- 180 meters Scaled)
 LX1638
 LX1638                          SUPERSEDED SURVEY CONTROL
 LX1638
 LX1638.No superseded survey control is available for this station.
 LX1638
 LX1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL832984(NAD 83)
 LX1638_MARKER: DB = BENCH MARK DISK
 LX1638_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX1638+WITH SETTING: PAVEMENT
 LX1638_STAMPING: V 51 1978
 LX1638_MARK LOGO: NGS   
 LX1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1638+STABILITY: SURFACE MOTION
 LX1638
 LX1638  HISTORY     - Date     Condition        Report By
 LX1638  HISTORY     - 1978     MONUMENTED       NGS
 LX1638  HISTORY     - 1985     GOOD             NGS
 LX1638
 LX1638                          STATION DESCRIPTION
 LX1638
 LX1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1638'1.25 MILE SW FROM MERIDEN.
 LX1638'1.25 MILES SOUTHWEST ALONG STATE HIGHWAY 5, FROM THE COMMEMORATIVE
 LX1638'WORLD WAR MONUMENT AT THE JUNCTION OF HIGHWAY 5 AND EAST AND WEST
 LX1638'MAIN STREET IN MERIDEN, TO THE MARK ON THE LEFT, SET AT THE SERVICE
 LX1638'ENTRANCE OF BRITISH LEYLAND AUSTIN MG SALES AND SERVICE BUILDING,
 LX1638'1 FOOT NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING 5.5 FEET
 LX1638'SOUTHWEST OF THE CENTER OF THE SERVICE ENTRANCE, 37 FEET NORTHEAST
 LX1638'OF THE CENTER OF THE ENTRANCE DOORS TO THE SHOW ROOM, 63 FEET
 LX1638'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 5.
 LX1638
 LX1638                          STATION RECOVERY (1985)
 LX1638
 LX1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1638'RECOVERED IN GOOD CONDITION, THE 1978 DESCRIPTION IS ADEQUATE WITH THE
 LX1638'FOLLOWING CHANGES, BUILDING IS NOW ABANDONED, MARK IS LEVEL WITH
 LX1638'HIGHWAY INSTEAD OF 1 FT ABOVE, MARK IS IN CONCRETE PLATFORM LEADING
 LX1638'INTO BUILDING INSTEAD OF FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1998 ***********************************************************************
 LX1998  DESIGNATION -  V 53
 LX1998  PID         -  LX1998
 LX1998  STATE/COUNTY-  CT/LITCHFIELD
 LX1998  USGS QUAD   -  WINSTED (1984)
 LX1998
 LX1998                         *CURRENT SURVEY CONTROL
 LX1998  ___________________________________________________________________
 LX1998* NAD 83(1986)-  41 57 09.     (N)    073 06 55.     (W)     SCALED    
 LX1998* NAVD 88     -       329.265  (meters)    1080.26   (feet)  ADJUSTED  
 LX1998  ___________________________________________________________________
 LX1998  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 LX1998  DYNAMIC HT  -         329.153 (meters)    1079.90  (feet)  COMP
 LX1998  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX1998
 LX1998  VERT ORDER  -  FIRST     CLASS II
 LX1998
 LX1998.The horizontal coordinates were scaled from a topographic map and have
 LX1998.an estimated accuracy of +/- 6 seconds.
 LX1998
 LX1998.The orthometric height was determined by differential leveling
 LX1998.and adjusted by the National Geodetic Survey in June 1991..
 LX1998
 LX1998.The geoid height was determined by GEOID03.
 LX1998
 LX1998.The dynamic height is computed by dividing the NAVD 88
 LX1998.geopotential number by the normal gravity value computed on the
 LX1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1998.degrees latitude (g = 980.6199 gals.).
 LX1998
 LX1998.The modeled gravity was interpolated from observed gravity values.
 LX1998
 LX1998;                    North         East    Units  Estimated Accuracy
 LX1998;SPC CT       -   276,760.      274,510.      MT  (+/- 180 meters Scaled)
 LX1998
 LX1998                          SUPERSEDED SURVEY CONTROL
 LX1998
 LX1998.No superseded survey control is available for this station.
 LX1998
 LX1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM562462(NAD 83)
 LX1998_MARKER: DB = BENCH MARK DISK
 LX1998_SETTING: 66 = SET IN ROCK OUTCROP
 LX1998_SP_SET: ROCK OUTCROP
 LX1998_STAMPING: V 53 1984
 LX1998_MARK LOGO: NGS   
 LX1998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1998+STABILITY: POSITION/ELEVATION WELL
 LX1998
 LX1998  HISTORY     - Date     Condition        Report By
 LX1998  HISTORY     - 1984     MONUMENTED       NGS
 LX1998
 LX1998                          STATION DESCRIPTION
 LX1998
 LX1998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1998'6.0 KM (3.75 MI) WNW FROM WINSTED.
 LX1998'6.0 KM (3.75 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX1998'OFFICE IN WINSTED TO THE MARK ON THE LEFT, IN TOP OF EXPOSED BEDROCK,
 LX1998'50.60 METERS (166.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LX1998'28.34 METERS (93.0 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM POWER
 LX1998'POLE 4659, 7.01 METERS (23.0 FT) NORTH OF THE NORTH END OF THE EAST
 LX1998'HEADWALL OF A BOX CULVERT.
 LX1998'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 LX1998'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1879 ***********************************************************************
 LX1879  DESIGNATION -  V 54
 LX1879  PID         -  LX1879
 LX1879  STATE/COUNTY-  CT/FAIRFIELD
 LX1879  USGS QUAD   -  BETHEL (1984)
 LX1879
 LX1879                         *CURRENT SURVEY CONTROL
 LX1879  ___________________________________________________________________
 LX1879* NAD 83(1986)-  41 17 34.     (N)    073 27 02.     (W)     SCALED    
 LX1879* NAVD 88     -       124.073  (meters)     407.06   (feet)  ADJUSTED  
 LX1879  ___________________________________________________________________
 LX1879  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1879  DYNAMIC HT  -         124.030 (meters)     406.92  (feet)  COMP
 LX1879  MODELED GRAV-     980,275.1   (mgal)                       NAVD 88
 LX1879
 LX1879  VERT ORDER  -  FIRST     CLASS II
 LX1879
 LX1879.The horizontal coordinates were scaled from a topographic map and have
 LX1879.an estimated accuracy of +/- 6 seconds.
 LX1879
 LX1879.The orthometric height was determined by differential leveling
 LX1879.and adjusted by the National Geodetic Survey in June 1991..
 LX1879
 LX1879.The geoid height was determined by GEOID03.
 LX1879
 LX1879.The dynamic height is computed by dividing the NAVD 88
 LX1879.geopotential number by the normal gravity value computed on the
 LX1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1879.degrees latitude (g = 980.6199 gals.).
 LX1879
 LX1879.The modeled gravity was interpolated from observed gravity values.
 LX1879
 LX1879;                    North         East    Units  Estimated Accuracy
 LX1879;SPC CT       -   203,660.      246,120.      MT  (+/- 180 meters Scaled)
 LX1879
 LX1879                          SUPERSEDED SURVEY CONTROL
 LX1879
 LX1879.No superseded survey control is available for this station.
 LX1879
 LX1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL297724(NAD 83)
 LX1879_MARKER: DB = BENCH MARK DISK
 LX1879_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1879_SP_SET: ABUTMENT
 LX1879_STAMPING: V 54 1984
 LX1879_MARK LOGO: NGS   
 LX1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1879
 LX1879  HISTORY     - Date     Condition        Report By
 LX1879  HISTORY     - 1984     MONUMENTED       NGS
 LX1879  HISTORY     - 19930415 GOOD             USPSQD
 LX1879
 LX1879                          STATION DESCRIPTION
 LX1879
 LX1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1879'3.9 KM (2.45 MI) SE FROM RIDGEFIELD.
 LX1879'3.9 KM (2.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1879'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE LEFT, IN TOP OF THE
 LX1879'SOUTHEAST ABUTMENT OF HIGHWAY BRIDGE 536 OVER THE NORWALK RIVER,
 LX1879'8.23 METERS (27.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1879'0.58 METER (1.9 FT) SOUTHEAST OF A STEEL BRIDGE RAILING.
 LX1879'THE MARK IS 0.76 METERS  NE FROM A WITNESS POST.
 LX1879'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX1879
 LX1879                          STATION RECOVERY (1993)
 LX1879
 LX1879'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2036 ***********************************************************************
 LX2036  DESIGNATION -  V 55
 LX2036  PID         -  LX2036
 LX2036  STATE/COUNTY-  CT/HARTFORD
 LX2036  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2036
 LX2036                         *CURRENT SURVEY CONTROL
 LX2036  ___________________________________________________________________
 LX2036* NAD 83(1986)-  41 56 47.     (N)    072 44 24.     (W)     SCALED    
 LX2036* NAVD 88     -        89.686  (meters)     294.24   (feet)  ADJUSTED  
 LX2036  ___________________________________________________________________
 LX2036  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2036  DYNAMIC HT  -          89.660 (meters)     294.16  (feet)  COMP
 LX2036  MODELED GRAV-     980,336.7   (mgal)                       NAVD 88
 LX2036
 LX2036  VERT ORDER  -  FIRST     CLASS II
 LX2036
 LX2036.The horizontal coordinates were scaled from a topographic map and have
 LX2036.an estimated accuracy of +/- 6 seconds.
 LX2036
 LX2036.The orthometric height was determined by differential leveling
 LX2036.and adjusted by the National Geodetic Survey in June 1991..
 LX2036
 LX2036.The geoid height was determined by GEOID03.
 LX2036
 LX2036.The dynamic height is computed by dividing the NAVD 88
 LX2036.geopotential number by the normal gravity value computed on the
 LX2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2036.degrees latitude (g = 980.6199 gals.).
 LX2036
 LX2036.The modeled gravity was interpolated from observed gravity values.
 LX2036
 LX2036;                    North         East    Units  Estimated Accuracy
 LX2036;SPC CT       -   276,020.      305,630.      MT  (+/- 180 meters Scaled)
 LX2036
 LX2036                          SUPERSEDED SURVEY CONTROL
 LX2036
 LX2036.No superseded survey control is available for this station.
 LX2036
 LX2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM873462(NAD 83)
 LX2036_MARKER: I = METAL ROD
 LX2036_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2036_SP_SET: STAINLESS STEEL ROD
 LX2036_STAMPING: V 55 1984
 LX2036_MARK LOGO: NGS   
 LX2036_PROJECTION: FLUSH
 LX2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2036_ROD/PIPE-DEPTH: 3.1  meters
 LX2036
 LX2036  HISTORY     - Date     Condition        Report By
 LX2036  HISTORY     - 1984     MONUMENTED       NGS
 LX2036
 LX2036                          STATION DESCRIPTION
 LX2036
 LX2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2036'1.3 KM (0.8 MI) WEST FROM EAST GRANBY.
 LX2036'1.3 KM (0.8 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE
 LX2036'HIGHWAY 187 IN EAST GRANBY TO THE JUNCTION OF HOLCOMB STREET AND THE
 LX2036'MARK ON THE LEFT, ON THE SOUTH SIDE OF THE CONCRETE BASE OF A TRAFFIC
 LX2036'CONTROL SIGNAL BOX, 23.80 METERS (78.0 FT) SOUTH OF THE CENTERLINE OF
 LX2036'THE HIGHWAY, 5.9 METERS (19.5 FT) WEST OF THE CENTER OF HOLCOMB
 LX2036'STREET, 3.04 METERS (10.0 FT) SOUTHWEST OF POWER POLE 555, 0.40 METER
 LX2036'(1.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE
 LX2036'TRAFFIC CONTROL BOX.
 LX2036'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LX2036'THE MARK IS 0.30 M BELOW STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1690 ***********************************************************************
 LW1690  DESIGNATION -  V 56
 LW1690  PID         -  LW1690
 LW1690  STATE/COUNTY-  CT/WINDHAM
 LW1690  USGS QUAD   -  DANIELSON (1970)
 LW1690
 LW1690                         *CURRENT SURVEY CONTROL
 LW1690  ___________________________________________________________________
 LW1690* NAD 83(1986)-  41 50 15.     (N)    071 52 36.     (W)     SCALED    
 LW1690* NAVD 88     -        81.505  (meters)     267.40   (feet)  ADJUSTED  
 LW1690  ___________________________________________________________________
 LW1690  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LW1690  DYNAMIC HT  -          81.477 (meters)     267.31  (feet)  COMP
 LW1690  MODELED GRAV-     980,280.4   (mgal)                       NAVD 88
 LW1690
 LW1690  VERT ORDER  -  FIRST     CLASS II
 LW1690
 LW1690.The horizontal coordinates were scaled from a topographic map and have
 LW1690.an estimated accuracy of +/- 6 seconds.
 LW1690
 LW1690.The orthometric height was determined by differential leveling
 LW1690.and adjusted by the National Geodetic Survey in June 1991..
 LW1690
 LW1690.The geoid height was determined by GEOID03.
 LW1690
 LW1690.The dynamic height is computed by dividing the NAVD 88
 LW1690.geopotential number by the normal gravity value computed on the
 LW1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1690.degrees latitude (g = 980.6199 gals.).
 LW1690
 LW1690.The modeled gravity was interpolated from observed gravity values.
 LW1690
 LW1690;                    North         East    Units  Estimated Accuracy
 LW1690;SPC CT       -   264,290.      377,340.      MT  (+/- 180 meters Scaled)
 LW1690
 LW1690                          SUPERSEDED SURVEY CONTROL
 LW1690
 LW1690.No superseded survey control is available for this station.
 LW1690
 LW1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG611357(NAD 83)
 LW1690_MARKER: DB = BENCH MARK DISK
 LW1690_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1690_SP_SET: PIER
 LW1690_STAMPING: V 56 1984
 LW1690_MARK LOGO: NGS   
 LW1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1690+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 LW1690
 LW1690  HISTORY     - Date     Condition        Report By
 LW1690  HISTORY     - 1984     MONUMENTED       NGS
 LW1690  HISTORY     - 19961125 GOOD             USPSQD
 LW1690  HISTORY     - 20051105 GOOD             GEOCAC
 LW1690
 LW1690                          STATION DESCRIPTION
 LW1690
 LW1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1690'IN DAYVILLE.
 LW1690'IN DAYVILLE, 0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE
 LW1690'JUNCTION OF STATE HIGHWAY 101 TO THE MARK ON THE RIGHT, SET VERTICALLY
 LW1690'IN THE EAST FACE OF THE SOUTH ONE OF FOUR PIERS OF THE SOUTH BOUND
 LW1690'LANE OF THE INTERSTATE 395 BRIDGE OVER HIGHWAY 12, 9.0 METERS
 LW1690'(29.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 12.64 METERS
 LW1690'(41.5 FT) NORTHEAST OF POWER POLE 4130, 0.54 METER (1.8 FT) NORTH OF
 LW1690'THE SOUTHEAST CORNER OF THE BRIDGE PIER.
 LW1690'THE MARK IS 1.3 M ABOVE HIGHWAY.
 LW1690
 LW1690                          STATION RECOVERY (1996)
 LW1690
 LW1690'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1690'RECOVERED IN GOOD CONDITION.
 LW1690
 LW1690                          STATION RECOVERY (2005)
 LW1690
 LW1690'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LW1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1922 ***********************************************************************
 LX1922  DESIGNATION -  V 57
 LX1922  PID         -  LX1922
 LX1922  STATE/COUNTY-  CT/LITCHFIELD
 LX1922  USGS QUAD   -  NEW MILFORD (1984)
 LX1922
 LX1922                         *CURRENT SURVEY CONTROL
 LX1922  ___________________________________________________________________
 LX1922* NAD 83(1986)-  41 34 52.     (N)    073 25 39.     (W)     SCALED    
 LX1922* NAVD 88     -        68.485  (meters)     224.69   (feet)  ADJUSTED  
 LX1922  ___________________________________________________________________
 LX1922  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX1922  DYNAMIC HT  -          68.463 (meters)     224.62  (feet)  COMP
 LX1922  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 LX1922
 LX1922  VERT ORDER  -  FIRST     CLASS II
 LX1922
 LX1922.The horizontal coordinates were scaled from a topographic map and have
 LX1922.an estimated accuracy of +/- 6 seconds.
 LX1922
 LX1922.The orthometric height was determined by differential leveling
 LX1922.and adjusted by the National Geodetic Survey in June 1991..
 LX1922
 LX1922.The geoid height was determined by GEOID03.
 LX1922
 LX1922.The dynamic height is computed by dividing the NAVD 88
 LX1922.geopotential number by the normal gravity value computed on the
 LX1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1922.degrees latitude (g = 980.6199 gals.).
 LX1922
 LX1922.The modeled gravity was interpolated from observed gravity values.
 LX1922
 LX1922;                    North         East    Units  Estimated Accuracy
 LX1922;SPC CT       -   235,670.      248,300.      MT  (+/- 180 meters Scaled)
 LX1922
 LX1922                          SUPERSEDED SURVEY CONTROL
 LX1922
 LX1922.No superseded survey control is available for this station.
 LX1922
 LX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM310044(NAD 83)
 LX1922_MARKER: I = METAL ROD
 LX1922_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX1922+WITH SETTING: INFORMATION.
 LX1922_SP_SET: SHALLOW SET METAL ROD
 LX1922_STAMPING: V 57 1984
 LX1922_MARK LOGO: NGS   
 LX1922_PROJECTION: FLUSH
 LX1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1922_ROD/PIPE-DEPTH: 1.9  meters
 LX1922
 LX1922  HISTORY     - Date     Condition        Report By
 LX1922  HISTORY     - 1984     MONUMENTED       NGS
 LX1922  HISTORY     - 1985     GOOD             NGS
 LX1922
 LX1922                          STATION DESCRIPTION
 LX1922
 LX1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1922'1.2 KM (0.75 MI) NORTH FROM NEW MILFORD.
 LX1922'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF U.S.
 LX1922'HIGHWAY 202 AND STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE
 LX1922'RIGHT, AND ON PROPERTY OF TEMPLE SHOLOM, 14.08 METERS (46.2 FT)
 LX1922'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.62 METERS (25.0 FT)
 LX1922'SOUTHEAST OF A PAVED DRIVE LEADING TO THE TEMPLE, 6.95 METERS (22.8
 LX1922'FT) NORTH-NORTHEAST OF UTILITY POLE A2201, 1.13 METERS (3.7 FT)
 LX1922'NORTH-NORTHEAST OF A WOODEN POST FOR A SIGN (TEMPLE SHOLOM).
 LX1922'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 LX1922'AND ANCHORED AT 1.9 METERS.
 LX1922'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX1922
 LX1922                          STATION RECOVERY (1985)
 LX1922
 LX1922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1922'RECOVERED IN GOOD CONDITION.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX1922'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1966 ***********************************************************************
 LX1966  DESIGNATION -  V 58
 LX1966  PID         -  LX1966
 LX1966  STATE/COUNTY-  CT/LITCHFIELD
 LX1966  USGS QUAD   -  ELLSWORTH (1969)
 LX1966
 LX1966                         *CURRENT SURVEY CONTROL
 LX1966  ___________________________________________________________________
 LX1966* NAD 83(1986)-  41 51 25.     (N)    073 22 33.     (W)     SCALED    
 LX1966* NAVD 88     -       150.292  (meters)     493.08   (feet)  ADJUSTED  
 LX1966  ___________________________________________________________________
 LX1966  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX1966  DYNAMIC HT  -         150.238 (meters)     492.91  (feet)  COMP
 LX1966  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 LX1966
 LX1966  VERT ORDER  -  FIRST     CLASS II
 LX1966
 LX1966.The horizontal coordinates were scaled from a topographic map and have
 LX1966.an estimated accuracy of +/- 6 seconds.
 LX1966
 LX1966.The orthometric height was determined by differential leveling
 LX1966.and adjusted by the National Geodetic Survey in June 1991..
 LX1966
 LX1966.The geoid height was determined by GEOID03.
 LX1966
 LX1966.The dynamic height is computed by dividing the NAVD 88
 LX1966.geopotential number by the normal gravity value computed on the
 LX1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1966.degrees latitude (g = 980.6199 gals.).
 LX1966
 LX1966.The modeled gravity was interpolated from observed gravity values.
 LX1966
 LX1966;                    North         East    Units  Estimated Accuracy
 LX1966;SPC CT       -   266,270.      252,830.      MT  (+/- 180 meters Scaled)
 LX1966
 LX1966                          SUPERSEDED SURVEY CONTROL
 LX1966
 LX1966.No superseded survey control is available for this station.
 LX1966
 LX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM348351(NAD 83)
 LX1966_MARKER: DB = BENCH MARK DISK
 LX1966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1966_SP_SET: HEADWALL
 LX1966_STAMPING: V 58 1984
 LX1966_MARK LOGO: NGS   
 LX1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1966+STABILITY: SURFACE MOTION
 LX1966
 LX1966  HISTORY     - Date     Condition        Report By
 LX1966  HISTORY     - 1984     MONUMENTED       NGS
 LX1966  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX1966
 LX1966                          STATION DESCRIPTION
 LX1966
 LX1966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1966'5.1 KM (3.2 MI) NORTH FROM CORNWALL BRIDGE.
 LX1966'5.1 KM (3.2 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1966'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF
 LX1966'THE WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.03 METERS
 LX1966'(16.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.43 METER (1.4 FT)
 LX1966'NORTH OF THE SOUTH END OF THE HEADWALL.
 LX1966'THE MARK IS 0.85 METERS  NW FROM A WITNESS POST.
 LX1966'THE MARK IS 0.1 M ABOVE HIGHWAY.
 LX1966
 LX1966                          STATION RECOVERY (1985)
 LX1966
 LX1966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1966'NOT RECOVERED, BELIEVED DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2059 ***********************************************************************
 LX2059  DESIGNATION -  V 59
 LX2059  PID         -  LX2059
 LX2059  STATE/COUNTY-  CT/HARTFORD
 LX2059  USGS QUAD   -  BROAD BROOK (1984)
 LX2059
 LX2059                         *CURRENT SURVEY CONTROL
 LX2059  ___________________________________________________________________
 LX2059* NAD 83(1986)-  41 59 24.     (N)    072 35 17.     (W)     SCALED    
 LX2059* NAVD 88     -        42.606  (meters)     139.78   (feet)  ADJUSTED  
 LX2059  ___________________________________________________________________
 LX2059  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX2059  DYNAMIC HT  -          42.594 (meters)     139.74  (feet)  COMP
 LX2059  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 LX2059
 LX2059  VERT ORDER  -  FIRST     CLASS II
 LX2059
 LX2059.The horizontal coordinates were scaled from a topographic map and have
 LX2059.an estimated accuracy of +/- 6 seconds.
 LX2059
 LX2059.The orthometric height was determined by differential leveling
 LX2059.and adjusted by the National Geodetic Survey in June 1991..
 LX2059
 LX2059.The geoid height was determined by GEOID03.
 LX2059
 LX2059.The dynamic height is computed by dividing the NAVD 88
 LX2059.geopotential number by the normal gravity value computed on the
 LX2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2059.degrees latitude (g = 980.6199 gals.).
 LX2059
 LX2059.The modeled gravity was interpolated from observed gravity values.
 LX2059
 LX2059;                    North         East    Units  Estimated Accuracy
 LX2059;SPC CT       -   280,880.      318,220.      MT  (+/- 180 meters Scaled)
 LX2059
 LX2059                          SUPERSEDED SURVEY CONTROL
 LX2059
 LX2059.No superseded survey control is available for this station.
 LX2059
 LX2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM997514(NAD 83)
 LX2059_MARKER: DB = BENCH MARK DISK
 LX2059_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX2059_SP_SET: RETAINING WALL
 LX2059_STAMPING: V 59 1984
 LX2059_MARK LOGO: NGS   
 LX2059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2059
 LX2059  HISTORY     - Date     Condition        Report By
 LX2059  HISTORY     - 1984     MONUMENTED       NGS
 LX2059
 LX2059                          STATION DESCRIPTION
 LX2059
 LX2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2059'1.0 KM (0.65 MI) EAST FROM THOMPSONVILLE.
 LX2059'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 190 FROM THE EAST END OF THE
 LX2059'BRIDGE OVER THE CONNECTICUT RIVER IN THOMPSONVILLE TO THE MARK ON THE
 LX2059'RIGHT, IN TOP OF THE WEST END OF THE SOUTH RETAINING WALL OF THE
 LX2059'BRIDGE OVER INTERSTATE 91, 11.58 METERS (38.0 FT) SOUTH OF THE
 LX2059'CENTERLINE OF THE EAST BOUND LANE OF THE HIGHWAY, 0.15 METER (0.5 FT)
 LX2059'EAST OF THE WEST END OF THE RETAINING WALL.
 LX2059'THE MARK IS 0.95 METERS  E FROM A WITNESS POST.
 LX2059'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0477 ***********************************************************************
 LX0477  DESIGNATION -  V 6
 LX0477  PID         -  LX0477
 LX0477  STATE/COUNTY-  CT/NEW HAVEN
 LX0477  USGS QUAD   -  BRANFORD (1984)
 LX0477
 LX0477                         *CURRENT SURVEY CONTROL
 LX0477  ___________________________________________________________________
 LX0477* NAD 83(1986)-  41 27 22.     (N)    072 49 38.     (W)     SCALED    
 LX0477* NAVD 88     -        21.079  (meters)      69.16   (feet)  POSTED    
 LX0477  ___________________________________________________________________
 LX0477  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX0477  DYNAMIC HT  -          21.070 (meters)      69.13  (feet)  COMP
 LX0477  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 LX0477
 LX0477  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0477
 LX0477.The horizontal coordinates were scaled from a topographic map and have
 LX0477.an estimated accuracy of +/- 6 seconds.
 LX0477
 LX0477.The orthometric height was determined by differential leveling
 LX0477.and adjusted by the National Geodetic Survey in 1992..
 LX0477.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0477.rate of 0.0 thru 1.0 mm/km.
 LX0477
 LX0477.The geoid height was determined by GEOID03.
 LX0477
 LX0477.The dynamic height is computed by dividing the NAVD 88
 LX0477.geopotential number by the normal gravity value computed on the
 LX0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0477.degrees latitude (g = 980.6199 gals.).
 LX0477
 LX0477.The modeled gravity was interpolated from observed gravity values.
 LX0477
 LX0477;                    North         East    Units  Estimated Accuracy
 LX0477;SPC CT       -   221,570.      298,350.      MT  (+/- 180 meters Scaled)
 LX0477
 LX0477                          SUPERSEDED SURVEY CONTROL
 LX0477
 LX0477  NGVD 29 (??/??/92)   21.383  (m)           70.15   (f) ADJ UNCH    1 2
 LX0477
 LX0477.Superseded values are not recommended for survey control.
 LX0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0477.See file dsdata.txt to determine how the superseded data were derived.
 LX0477
 LX0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL814916(NAD 83)
 LX0477_MARKER: DD = SURVEY DISK
 LX0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0477_SP_SET: GRANITE SILL
 LX0477_STAMPING: 70.154 V 6 1923
 LX0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0477
 LX0477  HISTORY     - Date     Condition        Report By
 LX0477  HISTORY     - 1923     MONUMENTED       USGS
 LX0477  HISTORY     - 1934     GOOD             NGS
 LX0477  HISTORY     - 1978     GOOD             NGS
 LX0477  HISTORY     - 1988     GOOD             USPSQD
 LX0477  HISTORY     - 1988     GOOD             USPSQD
 LX0477  HISTORY     - 19990227 GOOD             USPSQD
 LX0477
 LX0477                          STATION DESCRIPTION
 LX0477
 LX0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0477'AT WALLINGFORD.
 LX0477'AT WALLINGFORD, NEW HAVEN COUNTY, ONE BLOCK WEST OF THE NEW
 LX0477'YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT THE SOUTHWEST
 LX0477'CORNER OF THE INTERSECTION OF CHERRY AND QUINNIPIAC STREETS, AT
 LX0477'THE WALLACE FIRE STATION, IN THE SOUTH END OF THE GRANITE SILL
 LX0477'UNDER THE NORTH DOOR, AND BETWEEN THE GRANITE WHEEL GUARD AND
 LX0477'THE DOOR.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LX0477'STAMPED 70.154 V 6 1923.
 LX0477
 LX0477                          STATION RECOVERY (1978)
 LX0477
 LX0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0477'RECOVERED IN GOOD CONDITION.
 LX0477
 LX0477                          STATION RECOVERY (1988)
 LX0477
 LX0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (BH)
 LX0477'RECOVERED IN GOOD CONDITION.
 LX0477
 LX0477                          STATION RECOVERY (1988)
 LX0477
 LX0477'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0477'RECOVERED IN GOOD CONDITION.
 LX0477
 LX0477                          STATION RECOVERY (1999)
 LX0477
 LX0477'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1711 ***********************************************************************
 LW1711  DESIGNATION -  V 62
 LW1711  PID         -  LW1711
 LW1711  STATE/COUNTY-  CT/WINDHAM
 LW1711  USGS QUAD   -  PLAINFIELD (1983)
 LW1711
 LW1711                         *CURRENT SURVEY CONTROL
 LW1711  ___________________________________________________________________
 LW1711* NAD 83(1986)-  41 38 10.     (N)    071 57 19.     (W)     SCALED    
 LW1711* NAVD 88     -        46.215  (meters)     151.62   (feet)  ADJUSTED  
 LW1711  ___________________________________________________________________
 LW1711  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LW1711  DYNAMIC HT  -          46.198 (meters)     151.57  (feet)  COMP
 LW1711  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LW1711
 LW1711  VERT ORDER  -  FIRST     CLASS II
 LW1711
 LW1711.The horizontal coordinates were scaled from a topographic map and have
 LW1711.an estimated accuracy of +/- 6 seconds.
 LW1711
 LW1711.The orthometric height was determined by differential leveling
 LW1711.and adjusted by the National Geodetic Survey in June 1991..
 LW1711
 LW1711.The geoid height was determined by GEOID03.
 LW1711
 LW1711.The dynamic height is computed by dividing the NAVD 88
 LW1711.geopotential number by the normal gravity value computed on the
 LW1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1711.degrees latitude (g = 980.6199 gals.).
 LW1711
 LW1711.The modeled gravity was interpolated from observed gravity values.
 LW1711
 LW1711;                    North         East    Units  Estimated Accuracy
 LW1711;SPC CT       -   241,860.      371,020.      MT  (+/- 180 meters Scaled)
 LW1711
 LW1711                          SUPERSEDED SURVEY CONTROL
 LW1711
 LW1711.No superseded survey control is available for this station.
 LW1711
 LW1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG538135(NAD 83)
 LW1711_MARKER: DB = BENCH MARK DISK
 LW1711_SETTING: 66 = SET IN ROCK OUTCROP
 LW1711_SP_SET: ROCK OUTCROP
 LW1711_STAMPING: V 62 1984
 LW1711_MARK LOGO: NGS   
 LW1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1711+STABILITY: POSITION/ELEVATION WELL
 LW1711
 LW1711  HISTORY     - Date     Condition        Report By
 LW1711  HISTORY     - 1984     MONUMENTED       NGS
 LW1711  HISTORY     - 19961020 GOOD             USPSQD
 LW1711
 LW1711                          STATION DESCRIPTION
 LW1711
 LW1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1711'4.6 KM (2.85 MI) NE FROM JEWETT CITY.
 LW1711'4.6 KM (2.85 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1711'STATE HIGHWAY 138 IN JEWETT CITY TO THE MARK ON THE LEFT, AT THE
 LW1711'JUNCTION OF BUTTS BRIDGE ROAD, IN TOP OF THE EAST END OF A 1.8 BY 2.4
 LW1711'METER (6 BY 8 FT) EXPOSED ROCK OUTCROP, NEAR THE NORTHEAST END OF THE
 LW1711'PROPERTY OF MICHAELS POOLS AND SPAS SALES COMPANY, 39.62 METERS
 LW1711'(130.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.81 METERS
 LW1711'(65.0 FT) SOUTHWEST OF THE CENTERLINE OF BUTTS BRIDGE ROAD, 20.42
 LW1711'METERS (67.0 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF A CHAIN LINK
 LW1711'FENCE AROUND TWO SWIMMING POOLS, 7.62 METERS (25.0 FT) SOUTHEAST OF A
 LW1711'61-CM (24-IN) PINE TREE, THE SOUTHWEST ONE OF TWO.
 LW1711'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 LW1711'THE MARK IS ABOVE LEVEL WITH ROAD.
 LW1711
 LW1711                          STATION RECOVERY (1996)
 LW1711
 LW1711'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2084 ***********************************************************************
 LX2084  DESIGNATION -  V 63
 LX2084  PID         -  LX2084
 LX2084  STATE/COUNTY-  CT/TOLLAND
 LX2084  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2084
 LX2084                         *CURRENT SURVEY CONTROL
 LX2084  ___________________________________________________________________
 LX2084* NAD 83(1986)-  41 57 36.     (N)    072 18 51.     (W)     SCALED    
 LX2084* NAVD 88     -       163.673  (meters)     536.98   (feet)  ADJUSTED  
 LX2084  ___________________________________________________________________
 LX2084  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX2084  DYNAMIC HT  -         163.621 (meters)     536.81  (feet)  COMP
 LX2084  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 LX2084
 LX2084  VERT ORDER  -  FIRST     CLASS II
 LX2084
 LX2084.The horizontal coordinates were scaled from a topographic map and have
 LX2084.an estimated accuracy of +/- 6 seconds.
 LX2084
 LX2084.The orthometric height was determined by differential leveling
 LX2084.and adjusted by the National Geodetic Survey in June 1991..
 LX2084
 LX2084.The geoid height was determined by GEOID03.
 LX2084
 LX2084.The dynamic height is computed by dividing the NAVD 88
 LX2084.geopotential number by the normal gravity value computed on the
 LX2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2084.degrees latitude (g = 980.6199 gals.).
 LX2084
 LX2084.The modeled gravity was interpolated from observed gravity values.
 LX2084
 LX2084;                    North         East    Units  Estimated Accuracy
 LX2084;SPC CT       -   277,620.      340,930.      MT  (+/- 180 meters Scaled)
 LX2084
 LX2084                          SUPERSEDED SURVEY CONTROL
 LX2084
 LX2084.No superseded survey control is available for this station.
 LX2084
 LX2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM225488(NAD 83)
 LX2084_MARKER: I = METAL ROD
 LX2084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2084_SP_SET: STAINLESS STEEL ROD
 LX2084_STAMPING: V 63 1984
 LX2084_MARK LOGO: NGS   
 LX2084_PROJECTION: FLUSH
 LX2084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2084+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 LX2084_ROD/PIPE-DEPTH: 15.5 meters
 LX2084
 LX2084  HISTORY     - Date     Condition        Report By
 LX2084  HISTORY     - 1984     MONUMENTED       NGS
 LX2084  HISTORY     - 20060302 GOOD             INDIV
 LX2084
 LX2084                          STATION DESCRIPTION
 LX2084
 LX2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2084'1.5 KM (0.95 MI) WEST FROM STAFFORD SPRINGS.
 LX2084'1.5 KM (0.95 MI) WEST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2084'STAFFORD SPRINGS TO THE MARK ON THE LEFT, IN A GRASSEY TRIANGLE FORMED
 LX2084'BY THE JUNCTION OF WEST STREET, 12.19 METERS (40.0 FT) SOUTHWEST OF
 LX2084'THE CENTERLINE OF THE HIGHWAY, 17.07 METERS (56.0 FT) NORTHWEST OF THE
 LX2084'SOUTHEAST JUNCTION OF THE STREET, 8.69 METERS (28.5 FT) WEST OF A FIRE
 LX2084'HYDRANT, 0.79 METER (2.6 FT) NORTHWEST OF THE BASE OF A GUY WIRE FOR
 LX2084'UTILITY POLE 278.
 LX2084'THE MARK IS 0.5 M BELOW HIGHWAY.
 LX2084
 LX2084                          STATION RECOVERY (2006)
 LX2084
 LX2084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (FLR)
 LX2084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2133 ***********************************************************************
 LX2133  DESIGNATION -  V 64
 LX2133  PID         -  LX2133
 LX2133  STATE/COUNTY-  CT/NEW LONDON
 LX2133  USGS QUAD   -  WILLIMANTIC (1984)
 LX2133
 LX2133                         *CURRENT SURVEY CONTROL
 LX2133  ___________________________________________________________________
 LX2133* NAD 83(1986)-  41 37 59.     (N)    072 08 48.     (W)     SCALED    
 LX2133* NAVD 88     -        63.790  (meters)     209.28   (feet)  ADJUSTED  
 LX2133  ___________________________________________________________________
 LX2133  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX2133  DYNAMIC HT  -          63.768 (meters)     209.21  (feet)  COMP
 LX2133  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LX2133
 LX2133  VERT ORDER  -  FIRST     CLASS II
 LX2133
 LX2133.The horizontal coordinates were scaled from a topographic map and have
 LX2133.an estimated accuracy of +/- 6 seconds.
 LX2133
 LX2133.The orthometric height was determined by differential leveling
 LX2133.and adjusted by the National Geodetic Survey in June 1991..
 LX2133
 LX2133.The geoid height was determined by GEOID03.
 LX2133
 LX2133.The dynamic height is computed by dividing the NAVD 88
 LX2133.geopotential number by the normal gravity value computed on the
 LX2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2133.degrees latitude (g = 980.6199 gals.).
 LX2133
 LX2133.The modeled gravity was interpolated from observed gravity values.
 LX2133
 LX2133;                    North         East    Units  Estimated Accuracy
 LX2133;SPC CT       -   241,390.      355,070.      MT  (+/- 180 meters Scaled)
 LX2133
 LX2133                          SUPERSEDED SURVEY CONTROL
 LX2133
 LX2133.No superseded survey control is available for this station.
 LX2133
 LX2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM376129(NAD 83)
 LX2133_MARKER: DB = BENCH MARK DISK
 LX2133_SETTING: 66 = SET IN ROCK OUTCROP
 LX2133_SP_SET: ROCK OUTCROP
 LX2133_STAMPING: V 64 1984
 LX2133_MARK LOGO: NGS   
 LX2133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2133+STABILITY: POSITION/ELEVATION WELL
 LX2133
 LX2133  HISTORY     - Date     Condition        Report By
 LX2133  HISTORY     - 1984     MONUMENTED       NGS
 LX2133  HISTORY     - 1986     GOOD             NGS
 LX2133  HISTORY     - 19901008 GOOD             USPSQD
 LX2133
 LX2133                          STATION DESCRIPTION
 LX2133
 LX2133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2133'1.6 KM (1.0 MI) ESE FROM NORTH FRANKLIN.
 LX2133'1.6 KM (1.0 MI) EAST-SOUTHEAST ALONG STATE HIGHWAY 207 FROM THE
 LX2133'JUNCTION OF STATE HIGHWAY 32 IN NORTH FRANKLIN TO THE MARK ON THE
 LX2133'RIGHT IN TOP OF A 1.5 BY 2.1 METER (5 BY 7 FT) ROCK OUTCROP, 0.1 KM
 LX2133'(0.05 MI) WEST OF THE JUNCTION OF GAGER ROAD, 7.31 METERS (24.0 FT)
 LX2133'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.22 METERS (56.5 FT)
 LX2133'SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL CATCH BASIN, 21.94 METERS
 LX2133'(72.0 FT) WEST OF THE WEST END OF A METAL POST CABLE GUARD RAIL.
 LX2133'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 LX2133'THE MARK IS 1.21 M ABOVE HIGHWAY.
 LX2133
 LX2133                          STATION RECOVERY (1986)
 LX2133
 LX2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2133'RECOVERED IN GOOD CONDITION.
 LX2133
 LX2133                          STATION RECOVERY (1990)
 LX2133
 LX2133'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2163 ***********************************************************************
 LX2163  DESIGNATION -  V 65
 LX2163  PID         -  LX2163
 LX2163  STATE/COUNTY-  CT/TOLLAND
 LX2163  USGS QUAD   -  ROCKVILLE (1984)
 LX2163
 LX2163                         *CURRENT SURVEY CONTROL
 LX2163  ___________________________________________________________________
 LX2163* NAD 83(1986)-  41 46 42.     (N)    072 25 04.     (W)     SCALED    
 LX2163* NAVD 88     -       121.164  (meters)     397.52   (feet)  ADJUSTED  
 LX2163  ___________________________________________________________________
 LX2163  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2163  DYNAMIC HT  -         121.123 (meters)     397.38  (feet)  COMP
 LX2163  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX2163
 LX2163  VERT ORDER  -  FIRST     CLASS II
 LX2163
 LX2163.The horizontal coordinates were scaled from a topographic map and have
 LX2163.an estimated accuracy of +/- 6 seconds.
 LX2163
 LX2163.The orthometric height was determined by differential leveling
 LX2163.and adjusted by the National Geodetic Survey in June 1991..
 LX2163
 LX2163.The geoid height was determined by GEOID03.
 LX2163
 LX2163.The dynamic height is computed by dividing the NAVD 88
 LX2163.geopotential number by the normal gravity value computed on the
 LX2163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2163.degrees latitude (g = 980.6199 gals.).
 LX2163
 LX2163.The modeled gravity was interpolated from observed gravity values.
 LX2163
 LX2163;                    North         East    Units  Estimated Accuracy
 LX2163;SPC CT       -   257,410.      332,420.      MT  (+/- 180 meters Scaled)
 LX2163
 LX2163                          SUPERSEDED SURVEY CONTROL
 LX2163
 LX2163.No superseded survey control is available for this station.
 LX2163
 LX2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM146283(NAD 83)
 LX2163_MARKER: DB = BENCH MARK DISK
 LX2163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2163_SP_SET: ABUTMENT
 LX2163_STAMPING: V 65 1984
 LX2163_MARK LOGO: NGS   
 LX2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2163+STABILITY: SURFACE MOTION
 LX2163
 LX2163  HISTORY     - Date     Condition        Report By
 LX2163  HISTORY     - 1984     MONUMENTED       NGS
 LX2163
 LX2163                          STATION DESCRIPTION
 LX2163
 LX2163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2163'4.8 KM (3.0 MI) NW FROM ANDOVER.
 LX2163'4.8 KM (3.0 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2163'ANDOVER TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE
 LX2163'NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE OVER HOP RIVER, 7.77 METERS
 LX2163'(25.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.79 METERS
 LX2163'(71.5 FT) SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE.
 LX2163'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2117 ***********************************************************************
 LX2117  DESIGNATION -  V 66
 LX2117  PID         -  LX2117
 LX2117  STATE/COUNTY-  CT/WINDHAM
 LX2117  USGS QUAD   -  EASTFORD (1983)
 LX2117
 LX2117                         *CURRENT SURVEY CONTROL
 LX2117  ___________________________________________________________________
 LX2117* NAD 83(1986)-  41 59 34.     (N)    072 00 41.     (W)     SCALED    
 LX2117* NAVD 88     -       175.283  (meters)     575.07   (feet)  ADJUSTED  
 LX2117  ___________________________________________________________________
 LX2117  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2117  DYNAMIC HT  -         175.226 (meters)     574.89  (feet)  COMP
 LX2117  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX2117
 LX2117  VERT ORDER  -  FIRST     CLASS II
 LX2117
 LX2117.The horizontal coordinates were scaled from a topographic map and have
 LX2117.an estimated accuracy of +/- 6 seconds.
 LX2117
 LX2117.The orthometric height was determined by differential leveling
 LX2117.and adjusted by the National Geodetic Survey in June 1991..
 LX2117
 LX2117.The geoid height was determined by GEOID03.
 LX2117
 LX2117.The dynamic height is computed by dividing the NAVD 88
 LX2117.geopotential number by the normal gravity value computed on the
 LX2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2117.degrees latitude (g = 980.6199 gals.).
 LX2117
 LX2117.The modeled gravity was interpolated from observed gravity values.
 LX2117
 LX2117;                    North         East    Units  Estimated Accuracy
 LX2117;SPC CT       -   281,430.      366,000.      MT  (+/- 180 meters Scaled)
 LX2117
 LX2117                          SUPERSEDED SURVEY CONTROL
 LX2117
 LX2117.No superseded survey control is available for this station.
 LX2117
 LX2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM475532(NAD 83)
 LX2117_MARKER: DB = BENCH MARK DISK
 LX2117_SETTING: 80 = SET IN A BOULDER
 LX2117_SP_SET: BOULDER
 LX2117_STAMPING: V 66 1984
 LX2117_MARK LOGO: NGS   
 LX2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2117+STABILITY: SURFACE MOTION
 LX2117
 LX2117  HISTORY     - Date     Condition        Report By
 LX2117  HISTORY     - 1984     MONUMENTED       NGS
 LX2117  HISTORY     - 19961020 GOOD             USPSQD
 LX2117
 LX2117                          STATION DESCRIPTION
 LX2117
 LX2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2117'1.2 KM (0.75 MI) WEST FROM NORTH WOODSTOCK.
 LX2117'1.2 KM (0.75 MI) WEST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LX2117'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT, IN TOP
 LX2117'OF A 1.37 METER (4.5 FT) BY 2.13 METER (7.0 FT) EMBEDED BOULDER
 LX2117'PROJECTING 0.91 METER (3.0 FT) ABOVE THE GROUND, 9.45 METERS (31.0 FT)
 LX2117'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 26.46 METER (86.8 FT)
 LX2117'SOUTHWEST AND ACROSS THE HIGHWAY FROM UTILITY POLE 2083, 0.43 METER
 LX2117'(1.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE ROCK.
 LX2117'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 LX2117'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX2117
 LX2117                          STATION RECOVERY (1996)
 LX2117
 LX2117'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX2117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2225 ***********************************************************************
 LX2225  DESIGNATION -  V 67
 LX2225  PID         -  LX2225
 LX2225  STATE/COUNTY-  CT/MIDDLESEX
 LX2225  USGS QUAD   -  HADDAM (1971)
 LX2225
 LX2225                         *CURRENT SURVEY CONTROL
 LX2225  ___________________________________________________________________
 LX2225* NAD 83(1986)-  41 29 41.     (N)    072 31 55.     (W)     SCALED    
 LX2225* NAVD 88     -         9.441  (meters)      30.97   (feet)  ADJUSTED  
 LX2225  ___________________________________________________________________
 LX2225  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX2225  DYNAMIC HT  -           9.438 (meters)      30.96  (feet)  COMP
 LX2225  MODELED GRAV-     980,288.8   (mgal)                       NAVD 88
 LX2225
 LX2225  VERT ORDER  -  FIRST     CLASS II
 LX2225
 LX2225.The horizontal coordinates were scaled from a topographic map and have
 LX2225.an estimated accuracy of +/- 6 seconds.
 LX2225
 LX2225.The orthometric height was determined by differential leveling
 LX2225.and adjusted by the National Geodetic Survey in June 1991..
 LX2225
 LX2225.The geoid height was determined by GEOID03.
 LX2225
 LX2225.The dynamic height is computed by dividing the NAVD 88
 LX2225.geopotential number by the normal gravity value computed on the
 LX2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2225.degrees latitude (g = 980.6199 gals.).
 LX2225
 LX2225.The modeled gravity was interpolated from observed gravity values.
 LX2225
 LX2225;                    North         East    Units  Estimated Accuracy
 LX2225;SPC CT       -   225,880.      323,010.      MT  (+/- 180 meters Scaled)
 LX2225
 LX2225                          SUPERSEDED SURVEY CONTROL
 LX2225
 LX2225.No superseded survey control is available for this station.
 LX2225
 LX2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL060966(NAD 83)
 LX2225_MARKER: DB = BENCH MARK DISK
 LX2225_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2225_SP_SET: HEADWALL
 LX2225_STAMPING: V 67 1984
 LX2225_MARK LOGO: NGS   
 LX2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2225+STABILITY: SURFACE MOTION
 LX2225
 LX2225  HISTORY     - Date     Condition        Report By
 LX2225  HISTORY     - 1984     MONUMENTED       NGS
 LX2225
 LX2225                          STATION DESCRIPTION
 LX2225
 LX2225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2225'3.4 KM (2.15 MI) NORTH FROM HADDAM.
 LX2225'3.4 KM (2.15 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2225'HADDAM TO THE MARK ON THE LEFT, 10.3 METERS (34.0 FT) SOUTH OF THE
 LX2225'CENTERLINE OF THE HIGHWAY.
 LX2225'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX2225'THE MARK IS 1.8 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2235 ***********************************************************************
 LX2235  DESIGNATION -  V 69
 LX2235  PID         -  LX2235
 LX2235  STATE/COUNTY-  CT/MIDDLESEX
 LX2235  USGS QUAD   -  DEEP RIVER (1971)
 LX2235
 LX2235                         *CURRENT SURVEY CONTROL
 LX2235  ___________________________________________________________________
 LX2235* NAD 83(1986)-  41 26 37.     (N)    072 28 16.     (W)     SCALED    
 LX2235* NAVD 88     -         8.273  (meters)      27.14   (feet)  ADJUSTED  
 LX2235  ___________________________________________________________________
 LX2235  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX2235  DYNAMIC HT  -           8.270 (meters)      27.13  (feet)  COMP
 LX2235  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LX2235
 LX2235  VERT ORDER  -  FIRST     CLASS II
 LX2235
 LX2235.The horizontal coordinates were scaled from a topographic map and have
 LX2235.an estimated accuracy of +/- 6 seconds.
 LX2235
 LX2235.The orthometric height was determined by differential leveling
 LX2235.and adjusted by the National Geodetic Survey in June 1991..
 LX2235
 LX2235.The geoid height was determined by GEOID03.
 LX2235
 LX2235.The dynamic height is computed by dividing the NAVD 88
 LX2235.geopotential number by the normal gravity value computed on the
 LX2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2235.degrees latitude (g = 980.6199 gals.).
 LX2235
 LX2235.The modeled gravity was interpolated from observed gravity values.
 LX2235
 LX2235;                    North         East    Units  Estimated Accuracy
 LX2235;SPC CT       -   220,210.      328,110.      MT  (+/- 180 meters Scaled)
 LX2235
 LX2235                          SUPERSEDED SURVEY CONTROL
 LX2235
 LX2235.No superseded survey control is available for this station.
 LX2235
 LX2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL112910(NAD 83)
 LX2235_MARKER: DB = BENCH MARK DISK
 LX2235_SETTING: 66 = SET IN ROCK OUTCROP
 LX2235_SP_SET: ROCK OUTCROP
 LX2235_STAMPING: V 69 1984
 LX2235_MARK LOGO: NGS   
 LX2235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2235+STABILITY: POSITION/ELEVATION WELL
 LX2235
 LX2235  HISTORY     - Date     Condition        Report By
 LX2235  HISTORY     - 1984     MONUMENTED       NGS
 LX2235  HISTORY     - 1989     GOOD             USPSQD
 LX2235  HISTORY     - 19900317 GOOD             USPSQD
 LX2235
 LX2235                          STATION DESCRIPTION
 LX2235
 LX2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2235'5.0 KM (3.1 MI) SOUTH FROM HADDAM.
 LX2235'5.0 KM (3.1 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2235'HADDAM TO THE JUNCTION OF STATE HIGHWAY 82 WEST AND THE MARK ON THE
 LX2235'RIGHT, 53.6 METERS (176.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY
 LX2235'9A, 10.9 METERS (36.0 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 82.
 LX2235'THE MARK IS 4.5 METERS  E FROM A WITNESS POST.
 LX2235'THE MARK IS 0.60 M ABOVE HIGHWAY 82.
 LX2235
 LX2235                          STATION RECOVERY (1989)
 LX2235
 LX2235'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2235'RECOVERED IN GOOD CONDITION.
 LX2235
 LX2235                          STATION RECOVERY (1990)
 LX2235
 LX2235'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0602 ***********************************************************************
 LX0602  DESIGNATION -  V 7
 LX0602  PID         -  LX0602
 LX0602  STATE/COUNTY-  CT/LITCHFIELD
 LX0602  USGS QUAD   -  THOMASTON (1976)
 LX0602
 LX0602                         *CURRENT SURVEY CONTROL
 LX0602  ___________________________________________________________________
 LX0602* NAD 83(1986)-  41 40 19.     (N)    073 03 28.     (W)     SCALED    
 LX0602* NAVD 88     -       190.610  (meters)     625.36   (feet)  ADJUSTED  
 LX0602  ___________________________________________________________________
 LX0602  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX0602  DYNAMIC HT  -         190.550 (meters)     625.16  (feet)  COMP
 LX0602  MODELED GRAV-     980,303.5   (mgal)                       NAVD 88
 LX0602
 LX0602  VERT ORDER  -  FIRST     CLASS II
 LX0602
 LX0602.The horizontal coordinates were scaled from a topographic map and have
 LX0602.an estimated accuracy of +/- 6 seconds.
 LX0602
 LX0602.The orthometric height was determined by differential leveling
 LX0602.and adjusted by the National Geodetic Survey in June 1991..
 LX0602
 LX0602.The geoid height was determined by GEOID03.
 LX0602
 LX0602.The dynamic height is computed by dividing the NAVD 88
 LX0602.geopotential number by the normal gravity value computed on the
 LX0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0602.degrees latitude (g = 980.6199 gals.).
 LX0602
 LX0602.The modeled gravity was interpolated from observed gravity values.
 LX0602
 LX0602;                    North         East    Units  Estimated Accuracy
 LX0602;SPC CT       -   245,580.      279,170.      MT  (+/- 180 meters Scaled)
 LX0602
 LX0602                          SUPERSEDED SURVEY CONTROL
 LX0602
 LX0602  NGVD 29 (??/??/92)  190.875  (m)          626.23   (f) ADJ UNCH    1 2
 LX0602
 LX0602.Superseded values are not recommended for survey control.
 LX0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0602.See file dsdata.txt to determine how the superseded data were derived.
 LX0602
 LX0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM616151(NAD 83)
 LX0602_MARKER: DB = BENCH MARK DISK
 LX0602_SETTING: 66 = SET IN ROCK OUTCROP
 LX0602_SP_SET: GRANITE LEDGE
 LX0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0602+STABILITY: POSITION/ELEVATION WELL
 LX0602
 LX0602  HISTORY     - Date     Condition        Report By
 LX0602  HISTORY     - UNK      MONUMENTED       CGS
 LX0602  HISTORY     - 1923     GOOD             NGS
 LX0602
 LX0602                          STATION DESCRIPTION
 LX0602
 LX0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0602'AT PLYMOUTH.
 LX0602'AT PLYMOUTH, LINCHFIELD COUNTY, ABOUT 0.2 MILE EAST OF THE
 LX0602'PLYMOUTH-THOMASTON TOWNSHIP SIGN ON THE PLYMOUTH-THOMASTON
 LX0602'HIGHWAY OPPOSITE THE FIRST ROAD LEADING FROM THE HIGHWAY TO THE
 LX0602'EASTWARD OF THE TOWNSHIP SIGN, 15 FT. NORTH OF THE HIGHWAY, IN A
 LX0602'GRANITE LEDGE.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0603 ***********************************************************************
 LX0603  DESIGNATION -  V 7 RESET
 LX0603  PID         -  LX0603
 LX0603  STATE/COUNTY-  CT/LITCHFIELD
 LX0603  USGS QUAD   -  THOMASTON (1976)
 LX0603
 LX0603                         *CURRENT SURVEY CONTROL
 LX0603  ___________________________________________________________________
 LX0603* NAD 83(1986)-  41 40 19.     (N)    073 03 28.     (W)     SCALED    
 LX0603* NAVD 88     -       189.97   (meters)     623.3    (feet)  RESET     
 LX0603  ___________________________________________________________________
 LX0603  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX0603
 LX0603  VERT ORDER  -  THIRD
 LX0603
 LX0603.The horizontal coordinates were scaled from a topographic map and have
 LX0603.an estimated accuracy of +/- 6 seconds.
 LX0603
 LX0603.The orthometric height was computed from unverified reset data.
 LX0603.No vertical observational check was made to the station.
 LX0603
 LX0603.The geoid height was determined by GEOID03.
 LX0603
 LX0603;                    North         East    Units  Estimated Accuracy
 LX0603;SPC CT       -   245,580.      279,170.      MT  (+/- 180 meters Scaled)
 LX0603
 LX0603                          SUPERSEDED SURVEY CONTROL
 LX0603
 LX0603.No superseded survey control is available for this station.
 LX0603
 LX0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM616151(NAD 83)
 LX0603_MARKER: DD = SURVEY DISK
 LX0603_SETTING: 66 = SET IN ROCK OUTCROP
 LX0603_SP_SET: GRANITE OUTCROP
 LX0603_STAMPING: V 7 RESET 1950
 LX0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0603+STABILITY: POSITION/ELEVATION WELL
 LX0603
 LX0603  HISTORY     - Date     Condition        Report By
 LX0603  HISTORY     - 1950     MONUMENTED       CTDT
 LX0603
 LX0603                          STATION DESCRIPTION
 LX0603
 LX0603'DESCRIBED BY CT DEPT OF TRANSP 1950
 LX0603'AT PLYMOUTH.
 LX0603'AT PLYMOUTH, LITCHFIELD COUNTY, ON U.S. HIGHWAY 6, 800 FEET
 LX0603'EAST OF THE THOMASTON-PLYMOUTH TOWN LINE, 100 FEET SOUTHEAST
 LX0603'OF THE INTERSECTION OF THE FIRST ROAD LEADING SOUTH (EAST OF THE
 LX0603'TOWN LINE), 135 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LX0603'AND IN A LOW GRANITE OUTCROP IN LAWN.  A STANDARD DISK, STAMPED V
 LX0603'7 RESET 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2303 ***********************************************************************
 LX2303  DESIGNATION -  V 71
 LX2303  PID         -  LX2303
 LX2303  STATE/COUNTY-  CT/FAIRFIELD
 LX2303  USGS QUAD   -  BETHEL (1984)
 LX2303
 LX2303                         *CURRENT SURVEY CONTROL
 LX2303  ___________________________________________________________________
 LX2303* NAD 83(1986)-  41 16 09.     (N)    073 25 25.     (W)     SCALED    
 LX2303* NAVD 88     -       132.923  (meters)     436.10   (feet)  ADJUSTED  
 LX2303  ___________________________________________________________________
 LX2303  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 LX2303  DYNAMIC HT  -         132.879 (meters)     435.95  (feet)  COMP
 LX2303  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX2303
 LX2303  VERT ORDER  -  FIRST     CLASS II
 LX2303
 LX2303.The horizontal coordinates were scaled from a topographic map and have
 LX2303.an estimated accuracy of +/- 6 seconds.
 LX2303
 LX2303.The orthometric height was determined by differential leveling
 LX2303.and adjusted by the National Geodetic Survey in June 1991..
 LX2303
 LX2303.The geoid height was determined by GEOID03.
 LX2303
 LX2303.The dynamic height is computed by dividing the NAVD 88
 LX2303.geopotential number by the normal gravity value computed on the
 LX2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2303.degrees latitude (g = 980.6199 gals.).
 LX2303
 LX2303.The modeled gravity was interpolated from observed gravity values.
 LX2303
 LX2303;                    North         East    Units  Estimated Accuracy
 LX2303;SPC CT       -   201,020.      248,360.      MT  (+/- 180 meters Scaled)
 LX2303
 LX2303                          SUPERSEDED SURVEY CONTROL
 LX2303
 LX2303.No superseded survey control is available for this station.
 LX2303
 LX2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL320698(NAD 83)
 LX2303_MARKER: DB = BENCH MARK DISK
 LX2303_SETTING: 66 = SET IN ROCK OUTCROP
 LX2303_SP_SET: ROCK OUTCROP
 LX2303_STAMPING: V 71 1985
 LX2303_MARK LOGO: NGS   
 LX2303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2303+STABILITY: POSITION/ELEVATION WELL
 LX2303
 LX2303  HISTORY     - Date     Condition        Report By
 LX2303  HISTORY     - 1985     MONUMENTED       NGS
 LX2303
 LX2303                          STATION DESCRIPTION
 LX2303
 LX2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2303'2.0 KM (1.25 MI) NORTH FROM GEORGETOWN.
 LX2303'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2303'U.S. HIGHWAY 7 IN GEORGETOWN TO THE MARK ON THE RIGHT, 4.7 METERS
 LX2303'(15.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.1 METERS (13.5 FT)
 LX2303'SOUTH OF THE CENTER OF A DRIVEWAY, 0.60 METER (2.0 FT) NORTH OF
 LX2303'MAILBOX 158.
 LX2303'THE MARK IS 0.60 METERS  S FROM  A WITNESS POST
 LX2303'THE MARK IS 0.45 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2341 ***********************************************************************
 LX2341  DESIGNATION -  V 72
 LX2341  PID         -  LX2341
 LX2341  STATE/COUNTY-  CT/FAIRFIELD
 LX2341  USGS QUAD   -  BRIDGEPORT (1984)
 LX2341
 LX2341                         *CURRENT SURVEY CONTROL
 LX2341  ___________________________________________________________________
 LX2341* NAD 83(1986)-  41 12 51.     (N)    073 12 31.     (W)     SCALED    
 LX2341* NAVD 88     -        53.584  (meters)     175.80   (feet)  ADJUSTED  
 LX2341  ___________________________________________________________________
 LX2341  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX2341  DYNAMIC HT  -          53.566 (meters)     175.74  (feet)  COMP
 LX2341  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 LX2341
 LX2341  VERT ORDER  -  FIRST     CLASS II
 LX2341
 LX2341.The horizontal coordinates were scaled from a topographic map and have
 LX2341.an estimated accuracy of +/- 6 seconds.
 LX2341
 LX2341.The orthometric height was determined by differential leveling
 LX2341.and adjusted by the National Geodetic Survey in June 1991..
 LX2341
 LX2341.The geoid height was determined by GEOID03.
 LX2341
 LX2341.The dynamic height is computed by dividing the NAVD 88
 LX2341.geopotential number by the normal gravity value computed on the
 LX2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2341.degrees latitude (g = 980.6199 gals.).
 LX2341
 LX2341.The modeled gravity was interpolated from observed gravity values.
 LX2341
 LX2341;                    North         East    Units  Estimated Accuracy
 LX2341;SPC CT       -   194,800.      266,340.      MT  (+/- 180 meters Scaled)
 LX2341
 LX2341                          SUPERSEDED SURVEY CONTROL
 LX2341
 LX2341.No superseded survey control is available for this station.
 LX2341
 LX2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL501640(NAD 83)
 LX2341_MARKER: I = METAL ROD
 LX2341_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2341+WITH SETTING: INFORMATION.
 LX2341_SP_SET: SHALLOW-SET METAL ROD
 LX2341_STAMPING: V 72 1985
 LX2341_MARK LOGO: NGS   
 LX2341_PROJECTION: FLUSH
 LX2341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2341_ROD/PIPE-DEPTH: 2.0  meters
 LX2341
 LX2341  HISTORY     - Date     Condition        Report By
 LX2341  HISTORY     - 1985     MONUMENTED       NGS
 LX2341
 LX2341                          STATION DESCRIPTION
 LX2341
 LX2341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2341'IN BRIDGEPORT.
 LX2341'IN BRIDGEPORT, 0.2 KM (0.15 MI) NORTHEAST ALONG TESINY AVENUE FROM THE
 LX2341'JUNCTION OF STATE HIGHWAY 111 (MAIN STREET) TO THE MARK ON THE LEFT,
 LX2341'ON PROPERTY NOW OCCUPIED BY THE BRIDGEPORT POLICE TRAINING ACADEMY
 LX2341'(FORMERLY SCHERIDAN SCHOOL), NEAR THE SOUTHEAST CORNER, 7.44 METERS
 LX2341'(24.4 FT) NORTH OF THE NORTH CURB OF TESINY AVENUE, 7.44 METERS (24.4
 LX2341'FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.91
 LX2341'METER (3.0 FT) EAST OF A FLAG POLE.  NOTE--SEVERAL ATTEMPTS WERE MADE
 LX2341'TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.0 METERS.
 LX2341'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2341'THE MARK IS ABOVE LEVEL WITH TESINY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2596 ***********************************************************************
 LX2596  DESIGNATION -  V 73
 LX2596  PID         -  LX2596
 LX2596  STATE/COUNTY-  CT/LITCHFIELD
 LX2596  USGS QUAD   -  NEW MILFORD (1984)
 LX2596
 LX2596                         *CURRENT SURVEY CONTROL
 LX2596  ___________________________________________________________________
 LX2596* NAD 83(1986)-  41 35 18.     (N)    073 24 24.     (W)     SCALED    
 LX2596* NAVD 88     -       126.598  (meters)     415.35   (feet)  ADJUSTED  
 LX2596  ___________________________________________________________________
 LX2596  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX2596  DYNAMIC HT  -         126.557 (meters)     415.21  (feet)  COMP
 LX2596  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 LX2596
 LX2596  VERT ORDER  -  FIRST     CLASS II
 LX2596
 LX2596.The horizontal coordinates were scaled from a topographic map and have
 LX2596.an estimated accuracy of +/- 6 seconds.
 LX2596
 LX2596.The orthometric height was determined by differential leveling
 LX2596.and adjusted by the National Geodetic Survey in June 1991..
 LX2596
 LX2596.The geoid height was determined by GEOID03.
 LX2596
 LX2596.The dynamic height is computed by dividing the NAVD 88
 LX2596.geopotential number by the normal gravity value computed on the
 LX2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2596.degrees latitude (g = 980.6199 gals.).
 LX2596
 LX2596.The modeled gravity was interpolated from observed gravity values.
 LX2596
 LX2596;                    North         East    Units  Estimated Accuracy
 LX2596;SPC CT       -   236,460.      250,050.      MT  (+/- 180 meters Scaled)
 LX2596
 LX2596                          SUPERSEDED SURVEY CONTROL
 LX2596
 LX2596.No superseded survey control is available for this station.
 LX2596
 LX2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM328052(NAD 83)
 LX2596_MARKER: I = METAL ROD
 LX2596_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2596+WITH SETTING: INFORMATION.
 LX2596_SP_SET: STAINLESS STEEL ROD
 LX2596_STAMPING: V 73 1985
 LX2596_MARK LOGO: NGS   
 LX2596_PROJECTION: FLUSH
 LX2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2596_ROD/PIPE-DEPTH: 1.3  meters
 LX2596
 LX2596  HISTORY     - Date     Condition        Report By
 LX2596  HISTORY     - 1985     MONUMENTED       NGS
 LX2596  HISTORY     - 19910831 GOOD             USPSQD
 LX2596
 LX2596                          STATION DESCRIPTION
 LX2596
 LX2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2596'1.4 KM (0.85 MI) NORTH FROM NEW MILFORD.
 LX2596'1.4 KM (0.85 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2596'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE RIGHT, 6.7 METERS
 LX2596'(22.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 6.4 METERS (21.0 FT)
 LX2596'NORTH OF THE CENTER OF A DRIVEWAY, 5.3 METERS (17.5 FT) WEST OF THE
 LX2596'NORTH GATE POST, 0.30 METER (1.0 FT) EAST OF POWER POLE NUMBER 37.
 LX2596'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 LX2596'REFUSAL AND ANCHORED AT 1.3 METERS.  NOTE--ACCESS TO DATUM POINT IS
 LX2596'HAD THROUGH A 5-INCH LOGO CAP.
 LX2596'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2596
 LX2596                          STATION RECOVERY (1991)
 LX2596
 LX2596'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2366 ***********************************************************************
 LX2366  DESIGNATION -  V 74
 LX2366  PID         -  LX2366
 LX2366  STATE/COUNTY-  CT/FAIRFIELD
 LX2366  USGS QUAD   -  NEWTOWN (1984)
 LX2366
 LX2366                         *CURRENT SURVEY CONTROL
 LX2366  ___________________________________________________________________
 LX2366* NAD 83(1986)-  41 25 32.     (N)    073 21 00.     (W)     SCALED    
 LX2366* NAVD 88     -       125.020  (meters)     410.17   (feet)  ADJUSTED  
 LX2366  ___________________________________________________________________
 LX2366  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2366  DYNAMIC HT  -         124.979 (meters)     410.04  (feet)  COMP
 LX2366  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LX2366
 LX2366  VERT ORDER  -  FIRST     CLASS II
 LX2366
 LX2366.The horizontal coordinates were scaled from a topographic map and have
 LX2366.an estimated accuracy of +/- 6 seconds.
 LX2366
 LX2366.The orthometric height was determined by differential leveling
 LX2366.and adjusted by the National Geodetic Survey in June 1991..
 LX2366
 LX2366.The geoid height was determined by GEOID03.
 LX2366
 LX2366.The dynamic height is computed by dividing the NAVD 88
 LX2366.geopotential number by the normal gravity value computed on the
 LX2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2366.degrees latitude (g = 980.6199 gals.).
 LX2366
 LX2366.The modeled gravity was interpolated from observed gravity values.
 LX2366
 LX2366;                    North         East    Units  Estimated Accuracy
 LX2366;SPC CT       -   218,350.      254,650.      MT  (+/- 180 meters Scaled)
 LX2366
 LX2366                          SUPERSEDED SURVEY CONTROL
 LX2366
 LX2366.No superseded survey control is available for this station.
 LX2366
 LX2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL378873(NAD 83)
 LX2366_MARKER: DB = BENCH MARK DISK
 LX2366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2366_SP_SET: HEADWALL
 LX2366_STAMPING: V 74 1985
 LX2366_MARK LOGO: NGS   
 LX2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2366+STABILITY: SURFACE MOTION
 LX2366
 LX2366  HISTORY     - Date     Condition        Report By
 LX2366  HISTORY     - 1985     MONUMENTED       NGS
 LX2366
 LX2366                          STATION DESCRIPTION
 LX2366
 LX2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2366'3.4 KM (2.1 MI) SE FROM DANBURY.
 LX2366'2.3 KM (1.45 MI) SOUTHEAST ALONG U.S. HIGHWAY 6 FROM THE INTERSECTION
 LX2366'OF OLD HAWLEYVILLE ROAD IN DANBURY, THENCE 0.6 KM (0.35 MI) NORTH
 LX2366'ALONG STATE HIGHWAY 25, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG AN
 LX2366'ENTRANCE RAMP FOR INTERSTATE 84 TO THE MARK ON THE RIGHT, IN THE TOP
 LX2366'OF THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 LX2366'HIGHWAY, ALSO 6.3 KM (3.9 MI) WEST ALONG INTERSTATE 84 FROM THE WEST
 LX2366'END OF THE HIGHWAY BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK,
 LX2366'5.94 METERS (19.5 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY,
 LX2366'5.21 METERS (17.1 FT) SOUTH OF A STEEL GUARD RAIL, 0.18 METER (0.6 FT)
 LX2366'WEST OF THE EAST END OF THE HEADWALL.
 LX2366'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LX2366'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2662 ***********************************************************************
 LX2662  DESIGNATION -  V 75
 LX2662  PID         -  LX2662
 LX2662  STATE/COUNTY-  CT/LITCHFIELD
 LX2662  USGS QUAD   -  CORNWALL (1984)
 LX2662
 LX2662                         *CURRENT SURVEY CONTROL
 LX2662  ___________________________________________________________________
 LX2662* NAD 83(1986)-  41 50 35.     (N)    073 20 35.     (W)     SCALED    
 LX2662* NAVD 88     -       202.863  (meters)     665.56   (feet)  ADJUSTED  
 LX2662  ___________________________________________________________________
 LX2662  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX2662  DYNAMIC HT  -         202.791 (meters)     665.32  (feet)  COMP
 LX2662  MODELED GRAV-     980,264.8   (mgal)                       NAVD 88
 LX2662
 LX2662  VERT ORDER  -  FIRST     CLASS II
 LX2662
 LX2662.The horizontal coordinates were scaled from a topographic map and have
 LX2662.an estimated accuracy of +/- 6 seconds.
 LX2662
 LX2662.The orthometric height was determined by differential leveling
 LX2662.and adjusted by the National Geodetic Survey in June 1991..
 LX2662
 LX2662.The geoid height was determined by GEOID03.
 LX2662
 LX2662.The dynamic height is computed by dividing the NAVD 88
 LX2662.geopotential number by the normal gravity value computed on the
 LX2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2662.degrees latitude (g = 980.6199 gals.).
 LX2662
 LX2662.The modeled gravity was interpolated from observed gravity values.
 LX2662
 LX2662;                    North         East    Units  Estimated Accuracy
 LX2662;SPC CT       -   264,710.      255,550.      MT  (+/- 180 meters Scaled)
 LX2662
 LX2662                          SUPERSEDED SURVEY CONTROL
 LX2662
 LX2662.No superseded survey control is available for this station.
 LX2662
 LX2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM375336(NAD 83)
 LX2662_MARKER: DB = BENCH MARK DISK
 LX2662_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2662_SP_SET: HEADWALL OF CULVERT
 LX2662_STAMPING: V 75 1985
 LX2662_MARK LOGO: NGS   
 LX2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2662+STABILITY: SURFACE MOTION
 LX2662
 LX2662  HISTORY     - Date     Condition        Report By
 LX2662  HISTORY     - 1985     MONUMENTED       NGS
 LX2662
 LX2662                          STATION DESCRIPTION
 LX2662
 LX2662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2662'1.3 KM (0.8 MI) WSW FROM CORNWALL.
 LX2662'1.3 KM (0.8 MI) WEST-SOUTHWEST ALONG STATE HIGHWAY 4 FROM THE JUNCTION
 LX2662'OF STATE HIGHWAY 125 IN CORNWALL TO THE MARK ON THE LEFT, IN TOP OF
 LX2662'THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A CULVERT UNDER THE
 LX2662'HIGHWAY, 0.24 KM (0.15 MI) SOUTHWEST OF THE JUNCTION OF CHAMBERLIN
 LX2662'ROAD, 4.41 METERS (14.5 FT) SOUTHEAST OF THE CENTER LINE OF THE
 LX2662'HIGHWAY, 31.69 METERS (104.0 FT) EAST AND ACROSS THE HIGHWAY FROM
 LX2662'POWER POLE NUMBER 3737 WITH A GUY WIRE AND LINES CROSSING THE HIGHWAY.
 LX2662'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2494 ***********************************************************************
 LX2494  DESIGNATION -  V 77
 LX2494  PID         -  LX2494
 LX2494  STATE/COUNTY-  CT/NEW HAVEN
 LX2494  USGS QUAD   -  WATERBURY (1984)
 LX2494
 LX2494                         *CURRENT SURVEY CONTROL
 LX2494  ___________________________________________________________________
 LX2494* NAD 83(1986)-  41 32 39.     (N)    073 02 17.     (W)     SCALED    
 LX2494* NAVD 88     -        78.725  (meters)     258.28   (feet)  ADJUSTED  
 LX2494  ___________________________________________________________________
 LX2494  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX2494  DYNAMIC HT  -          78.701 (meters)     258.20  (feet)  COMP
 LX2494  MODELED GRAV-     980,307.9   (mgal)                       NAVD 88
 LX2494
 LX2494  VERT ORDER  -  FIRST     CLASS II
 LX2494
 LX2494.The horizontal coordinates were scaled from a topographic map and have
 LX2494.an estimated accuracy of +/- 6 seconds.
 LX2494
 LX2494.The orthometric height was determined by differential leveling
 LX2494.and adjusted by the National Geodetic Survey in June 1991..
 LX2494
 LX2494.The geoid height was determined by GEOID03.
 LX2494
 LX2494.The dynamic height is computed by dividing the NAVD 88
 LX2494.geopotential number by the normal gravity value computed on the
 LX2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2494.degrees latitude (g = 980.6199 gals.).
 LX2494
 LX2494.The modeled gravity was interpolated from observed gravity values.
 LX2494
 LX2494;                    North         East    Units  Estimated Accuracy
 LX2494;SPC CT       -   231,380.      280,770.      MT  (+/- 180 meters Scaled)
 LX2494
 LX2494                          SUPERSEDED SURVEY CONTROL
 LX2494
 LX2494.No superseded survey control is available for this station.
 LX2494
 LX2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM636010(NAD 83)
 LX2494_MARKER: DB = BENCH MARK DISK
 LX2494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2494_SP_SET: BRIDGE ABUTMENT
 LX2494_STAMPING: V 77 1985
 LX2494_MARK LOGO: NGS   
 LX2494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2494
 LX2494  HISTORY     - Date     Condition        Report By
 LX2494  HISTORY     - 1985     MONUMENTED       NGS
 LX2494  HISTORY     - 19910428 GOOD             USPSQD
 LX2494
 LX2494                          STATION DESCRIPTION
 LX2494
 LX2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2494'IN WATERBURY.
 LX2494'IN WATERBURY, ALONG WASHINGTON AVENUE, 0.1 KM (0.05 MI) WEST OF THE
 LX2494'JUNCTION OF SOUTH MAIN STREET, IN TOP OF THE NORTH END OF THE WEST
 LX2494'ABUTMENT OF THE BRIDGE OVER THE MUD RIVER, 4.57 METERS (15.0 FT) NORTH
 LX2494'OF THE CENTERLINE OF THE AVENUE, 2.68 METERS (8.8 FT) SOUTH OF THE
 LX2494'NORTH END OF THE ABUTMENT.
 LX2494'THE MARK IS ABOVE LEVEL WITH AVENUE.
 LX2494
 LX2494                          STATION RECOVERY (1991)
 LX2494
 LX2494'RECOVERY NOTE BY US POWER SQUADRON 1991 (CZ)
 LX2494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2863 ***********************************************************************
 LX2863  DESIGNATION -  V 78
 LX2863  PID         -  LX2863
 LX2863  STATE/COUNTY-  CT/NEW HAVEN
 LX2863  USGS QUAD   -  BRANFORD (1984)
 LX2863
 LX2863                         *CURRENT SURVEY CONTROL
 LX2863  ___________________________________________________________________
 LX2863* NAD 83(1986)-  41 23 21.     (N)    072 51 10.     (W)     SCALED    
 LX2863* NAVD 88     -        13.162  (meters)      43.18   (feet)  ADJUSTED  
 LX2863  ___________________________________________________________________
 LX2863  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 LX2863  DYNAMIC HT  -          13.158 (meters)      43.17  (feet)  COMP
 LX2863  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 LX2863
 LX2863  VERT ORDER  -  FIRST     CLASS II
 LX2863
 LX2863.The horizontal coordinates were scaled from a topographic map and have
 LX2863.an estimated accuracy of +/- 6 seconds.
 LX2863
 LX2863.The orthometric height was determined by differential leveling
 LX2863.and adjusted by the National Geodetic Survey in June 1991..
 LX2863
 LX2863.The geoid height was determined by GEOID03.
 LX2863
 LX2863.The dynamic height is computed by dividing the NAVD 88
 LX2863.geopotential number by the normal gravity value computed on the
 LX2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2863.degrees latitude (g = 980.6199 gals.).
 LX2863
 LX2863.The modeled gravity was interpolated from observed gravity values.
 LX2863
 LX2863;                    North         East    Units  Estimated Accuracy
 LX2863;SPC CT       -   214,140.      296,210.      MT  (+/- 180 meters Scaled)
 LX2863
 LX2863                          SUPERSEDED SURVEY CONTROL
 LX2863
 LX2863.No superseded survey control is available for this station.
 LX2863
 LX2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL795841(NAD 83)
 LX2863_MARKER: I = METAL ROD
 LX2863_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2863_SP_SET: STAINLESS STEEL ROD
 LX2863_STAMPING: V 78 1985
 LX2863_MARK LOGO: NGS   
 LX2863_PROJECTION: FLUSH
 LX2863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2863_ROD/PIPE-DEPTH: 12.2 meters
 LX2863
 LX2863  HISTORY     - Date     Condition        Report By
 LX2863  HISTORY     - 1985     MONUMENTED       NGS
 LX2863
 LX2863                          STATION DESCRIPTION
 LX2863
 LX2863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2863'0.9 KM (0.55 MI) EAST FROM NORTH HAVEN.
 LX2863'0.2 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 5 FROM THE POST OFFICE IN
 LX2863'NORTH HAVEN, THENCE 0.6 KM (0.4 MI) EAST ALONG STATE HIGHWAY 22 TO THE
 LX2863'MARK ON THE LEFT, IN FRONT OF THE SIGN FOR THE FAITH UNITED METHODIST
 LX2863'CHURCH, 5.49 METERS (18.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LX2863'2.77 METERS (9.1 FT) SOUTH OF THE SOUTH EDGE OF THE CHURCH SIGN, 0.40
 LX2863'METER (1.3 FT) WEST OF A SIDE ROAD SIGN.  NOTE--ACCESS TO DATUM POINT
 LX2863'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2863'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2560 ***********************************************************************
 LX2560  DESIGNATION -  V 79
 LX2560  PID         -  LX2560
 LX2560  STATE/COUNTY-  CT/LITCHFIELD
 LX2560  USGS QUAD   -  NEW PRESTON (1984)
 LX2560
 LX2560                         *CURRENT SURVEY CONTROL
 LX2560  ___________________________________________________________________
 LX2560* NAD 83(1986)-  41 38 39.     (N)    073 18 58.     (W)     SCALED    
 LX2560* NAVD 88     -       151.111  (meters)     495.77   (feet)  ADJUSTED  
 LX2560  ___________________________________________________________________
 LX2560  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2560  DYNAMIC HT  -         151.059 (meters)     495.60  (feet)  COMP
 LX2560  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX2560
 LX2560  VERT ORDER  -  FIRST     CLASS II
 LX2560
 LX2560.The horizontal coordinates were scaled from a topographic map and have
 LX2560.an estimated accuracy of +/- 6 seconds.
 LX2560
 LX2560.The orthometric height was determined by differential leveling
 LX2560.and adjusted by the National Geodetic Survey in June 1991..
 LX2560
 LX2560.The geoid height was determined by GEOID03.
 LX2560
 LX2560.The dynamic height is computed by dividing the NAVD 88
 LX2560.geopotential number by the normal gravity value computed on the
 LX2560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2560.degrees latitude (g = 980.6199 gals.).
 LX2560
 LX2560.The modeled gravity was interpolated from observed gravity values.
 LX2560
 LX2560;                    North         East    Units  Estimated Accuracy
 LX2560;SPC CT       -   242,610.      257,640.      MT  (+/- 180 meters Scaled)
 LX2560
 LX2560                          SUPERSEDED SURVEY CONTROL
 LX2560
 LX2560.No superseded survey control is available for this station.
 LX2560
 LX2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM402116(NAD 83)
 LX2560_MARKER: I = METAL ROD
 LX2560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2560+WITH SETTING: INFORMATION.
 LX2560_SP_SET: SHALLOW-SET METAL ROD
 LX2560_STAMPING: V 79 1985
 LX2560_MARK LOGO: NGS   
 LX2560_PROJECTION: FLUSH
 LX2560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2560_ROD/PIPE-DEPTH: 2.0  meters
 LX2560
 LX2560  HISTORY     - Date     Condition        Report By
 LX2560  HISTORY     - 1985     MONUMENTED       NGS
 LX2560
 LX2560                          STATION DESCRIPTION
 LX2560
 LX2560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2560'0.4 KM (0.25 MI) NORTH FROM WASHINGTON DEPOT.
 LX2560'0.3 KM (0.25 MI) NORTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2560'WASHINGTON DEPOT TO THE MARK ON THE RIGHT, AT THE JUNCTION OF STATE
 LX2560'HIGHWAY 109 EAST, 15.2 METERS (50.0 FT) EAST OF THE CENTERLINE OF
 LX2560'HIGHWAY 47, 7.9 METERS (26.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY
 LX2560'109, 0.91 METER (3.0 FT) NORTH OF POWER POLE 3022.  NOTE--SEVERAL
 LX2560'ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT
 LX2560'2.0 METERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2560'CAP.
 LX2560'THE MARK IS 0.30 M ABOVE HIGHWAY 47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0513 ***********************************************************************
 LX0513  DESIGNATION -  V 8
 LX0513  PID         -  LX0513
 LX0513  STATE/COUNTY-  CT/HARTFORD
 LX0513  USGS QUAD   -  HARTFORD NORTH (1992)
 LX0513
 LX0513                         *CURRENT SURVEY CONTROL
 LX0513  ___________________________________________________________________
 LX0513* NAD 83(1986)-  41 47 14.     (N)    072 44 50.     (W)     SCALED    
 LX0513* NAVD 88     -        49.715  (meters)     163.11   (feet)  POSTED    
 LX0513  ___________________________________________________________________
 LX0513  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX0513  DYNAMIC HT  -          49.700 (meters)     163.06  (feet)  COMP
 LX0513  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 LX0513
 LX0513  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LX0513
 LX0513.The horizontal coordinates were scaled from a topographic map and have
 LX0513.an estimated accuracy of +/- 6 seconds.
 LX0513
 LX0513.The orthometric height was determined by differential leveling
 LX0513.and adjusted by the National Geodetic Survey in 1992..
 LX0513.No vertical observational check was made to the station.
 LX0513.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LX0513.was located on a no-check spur therefore a value was not computed.
 LX0513
 LX0513.The geoid height was determined by GEOID03.
 LX0513
 LX0513.The dynamic height is computed by dividing the NAVD 88
 LX0513.geopotential number by the normal gravity value computed on the
 LX0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0513.degrees latitude (g = 980.6199 gals.).
 LX0513
 LX0513.The modeled gravity was interpolated from observed gravity values.
 LX0513
 LX0513;                    North         East    Units  Estimated Accuracy
 LX0513;SPC CT       -   258,340.      305,030.      MT  (+/- 180 meters Scaled)
 LX0513
 LX0513                          SUPERSEDED SURVEY CONTROL
 LX0513
 LX0513.No superseded survey control is available for this station.
 LX0513
 LX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM871286(NAD 83)
 LX0513_MARKER: DD = SURVEY DISK
 LX0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0513_SP_SET: GRANITE POST
 LX0513_STAMPING: 164.022 V 8 1923
 LX0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0513+STABILITY: SURFACE MOTION
 LX0513
 LX0513  HISTORY     - Date     Condition        Report By
 LX0513  HISTORY     - 1923     MONUMENTED       USGS
 LX0513  HISTORY     - 1967     GOOD             NGS
 LX0513  HISTORY     - 19950809 GOOD             USPSQD
 LX0513
 LX0513                          STATION DESCRIPTION
 LX0513
 LX0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LX0513'AT WEST HARTFORD.
 LX0513'AT WEST HARTFORD, HARTFORD COUNTY, ON NORTH MAIN STREET, 1.8
 LX0513'MILES NORTH OF THE TOWN HALL, 0.2 MILE NORTH OF ALBANY AVENUE,
 LX0513'ABOUT 100 YARDS NORTH OF A CULVERT, ABOUT 84 YARDS SOUTH OF
 LX0513'ANOTHER CULVERT, ABOUT 43 YARDS NORTH OF THE ENTRANCE TO A SMALL
 LX0513'WOODEN BUILDING ONCE USED AS A SCHOOL AND COMMONLY REFERRED TO
 LX0513'AS NORTH SCHOOL, 35 FEET WEST OF THE CENTERLINE OF THE MACADAM
 LX0513'ROAD, 20 FEET WEST OF THE EDGE OF THE ROAD, AND SLIGHTLY HIGHER
 LX0513'THAN THE PAVEMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LX0513'DISK, STAMPED 164.022 V 8 1923 AND SET IN THE TOP OF A GRANITE
 LX0513'POST PROJECTING 6 INCHES ABOVE GROUND.
 LX0513
 LX0513                          STATION RECOVERY (1995)
 LX0513
 LX0513'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2542 ***********************************************************************
 LX2542  DESIGNATION -  V 80
 LX2542  PID         -  LX2542
 LX2542  STATE/COUNTY-  CT/LITCHFIELD
 LX2542  USGS QUAD   -  CORNWALL (1984)
 LX2542
 LX2542                         *CURRENT SURVEY CONTROL
 LX2542  ___________________________________________________________________
 LX2542* NAD 83(1986)-  41 45 24.     (N)    073 21 12.     (W)     SCALED    
 LX2542* NAVD 88     -       395.054  (meters)    1296.11   (feet)  ADJUSTED  
 LX2542  ___________________________________________________________________
 LX2542  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2542  DYNAMIC HT  -         394.909 (meters)    1295.63  (feet)  COMP
 LX2542  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 LX2542
 LX2542  VERT ORDER  -  FIRST     CLASS II
 LX2542
 LX2542.The horizontal coordinates were scaled from a topographic map and have
 LX2542.an estimated accuracy of +/- 6 seconds.
 LX2542
 LX2542.The orthometric height was determined by differential leveling
 LX2542.and adjusted by the National Geodetic Survey in June 1991..
 LX2542
 LX2542.The geoid height was determined by GEOID03.
 LX2542
 LX2542.The dynamic height is computed by dividing the NAVD 88
 LX2542.geopotential number by the normal gravity value computed on the
 LX2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2542.degrees latitude (g = 980.6199 gals.).
 LX2542
 LX2542.The modeled gravity was interpolated from observed gravity values.
 LX2542
 LX2542;                    North         East    Units  Estimated Accuracy
 LX2542;SPC CT       -   255,120.      254,630.      MT  (+/- 180 meters Scaled)
 LX2542
 LX2542                          SUPERSEDED SURVEY CONTROL
 LX2542
 LX2542.No superseded survey control is available for this station.
 LX2542
 LX2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM368240(NAD 83)
 LX2542_MARKER: DB = BENCH MARK DISK
 LX2542_SETTING: 66 = SET IN ROCK OUTCROP
 LX2542_SP_SET: ROCK OUTCROP
 LX2542_STAMPING: V 80 1985
 LX2542_MARK LOGO: NGS   
 LX2542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2542+STABILITY: POSITION/ELEVATION WELL
 LX2542
 LX2542  HISTORY     - Date     Condition        Report By
 LX2542  HISTORY     - 1985     MONUMENTED       NGS
 LX2542
 LX2542                          STATION DESCRIPTION
 LX2542
 LX2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2542'1.3 KM (0.8 MI) NORTH FROM WARREN.
 LX2542'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2542'WARREN TO THE MARK ON THE LEFT, 13.7 METERS (45.0 FT) NORTHWEST OF THE
 LX2542'CENTERLINE OF THE HIGHWAY, 25.2 METERS (82.7 FT) NORTH OF POWER POLE
 LX2542'187, 6.2 METERS (20.5 FT) NORTH OF A HICKORY TREE, 2.6 METERS (8.5 FT)
 LX2542'NORTHEAST OF A FENCE CORNER.
 LX2542'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2432 ***********************************************************************
 LX2432  DESIGNATION -  V 81
 LX2432  PID         -  LX2432
 LX2432  STATE/COUNTY-  CT/HARTFORD
 LX2432  USGS QUAD   -  MERIDEN (1992)
 LX2432
 LX2432                         *CURRENT SURVEY CONTROL
 LX2432  ___________________________________________________________________
 LX2432* NAD 83(1986)-  41 33 15.     (N)    072 50 51.     (W)     SCALED    
 LX2432* NAVD 88     -       130.546  (meters)     428.30   (feet)  ADJUSTED  
 LX2432  ___________________________________________________________________
 LX2432  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2432  DYNAMIC HT  -         130.501 (meters)     428.15  (feet)  COMP
 LX2432  MODELED GRAV-     980,278.2   (mgal)                       NAVD 88
 LX2432
 LX2432  VERT ORDER  -  FIRST     CLASS II
 LX2432
 LX2432.The horizontal coordinates were scaled from a topographic map and have
 LX2432.an estimated accuracy of +/- 6 seconds.
 LX2432
 LX2432.The orthometric height was determined by differential leveling
 LX2432.and adjusted by the National Geodetic Survey in June 1991..
 LX2432
 LX2432.The geoid height was determined by GEOID03.
 LX2432
 LX2432.The dynamic height is computed by dividing the NAVD 88
 LX2432.geopotential number by the normal gravity value computed on the
 LX2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2432.degrees latitude (g = 980.6199 gals.).
 LX2432
 LX2432.The modeled gravity was interpolated from observed gravity values.
 LX2432
 LX2432;                    North         East    Units  Estimated Accuracy
 LX2432;SPC CT       -   232,460.      296,670.      MT  (+/- 180 meters Scaled)
 LX2432
 LX2432                          SUPERSEDED SURVEY CONTROL
 LX2432
 LX2432.No superseded survey control is available for this station.
 LX2432
 LX2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM795025(NAD 83)
 LX2432_MARKER: DB = BENCH MARK DISK
 LX2432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2432_SP_SET: BRIDGE GUARD RAIL
 LX2432_STAMPING: V 81 1985
 LX2432_MARK LOGO: NGS   
 LX2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2432+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 LX2432
 LX2432  HISTORY     - Date     Condition        Report By
 LX2432  HISTORY     - 1985     MONUMENTED       NGS
 LX2432  HISTORY     - 20050107 GOOD             INDIV
 LX2432
 LX2432                          STATION DESCRIPTION
 LX2432
 LX2432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2432'0.6 KM (0.4 MI) SE FROM PRATTS CORNER.
 LX2432'0.6 KM (0.4 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF
 LX2432'STATE HIGHWAY 120 IN PRATTS CORNER TO THE MARK ON THE RIGHT, IN TOP OF
 LX2432'THE SOUTHEAST END OF THE BRIDGE GUARD RAIL OVER HIGHWAY 66 EAST, 8.35
 LX2432'METERS (27.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LX2432'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LX2432
 LX2432                          STATION RECOVERY (2005)
 LX2432
 LX2432'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD)
 LX2432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2746 ***********************************************************************
 LX2746  DESIGNATION -  V 83
 LX2746  PID         -  LX2746
 LX2746  STATE/COUNTY-  CT/HARTFORD
 LX2746  USGS QUAD   -  MERIDEN (1992)
 LX2746
 LX2746                         *CURRENT SURVEY CONTROL
 LX2746  ___________________________________________________________________
 LX2746* NAD 83(1986)-  41 37 00.     (N)    072 52 22.     (W)     SCALED    
 LX2746* NAVD 88     -        53.261  (meters)     174.74   (feet)  ADJUSTED  
 LX2746  ___________________________________________________________________
 LX2746  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2746  DYNAMIC HT  -          53.245 (meters)     174.69  (feet)  COMP
 LX2746  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 LX2746
 LX2746  VERT ORDER  -  FIRST     CLASS II
 LX2746
 LX2746.The horizontal coordinates were scaled from a topographic map and have
 LX2746.an estimated accuracy of +/- 6 seconds.
 LX2746
 LX2746.The orthometric height was determined by differential leveling
 LX2746.and adjusted by the National Geodetic Survey in June 1991..
 LX2746
 LX2746.The geoid height was determined by GEOID03.
 LX2746
 LX2746.The dynamic height is computed by dividing the NAVD 88
 LX2746.geopotential number by the normal gravity value computed on the
 LX2746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2746.degrees latitude (g = 980.6199 gals.).
 LX2746
 LX2746.The modeled gravity was interpolated from observed gravity values.
 LX2746
 LX2746;                    North         East    Units  Estimated Accuracy
 LX2746;SPC CT       -   239,400.      294,570.      MT  (+/- 180 meters Scaled)
 LX2746
 LX2746                          SUPERSEDED SURVEY CONTROL
 LX2746
 LX2746.No superseded survey control is available for this station.
 LX2746
 LX2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM772094(NAD 83)
 LX2746_MARKER: I = METAL ROD
 LX2746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2746_SP_SET: STAINLESS STEEL ROD
 LX2746_STAMPING: V 83 1985
 LX2746_MARK LOGO: NGS   
 LX2746_PROJECTION: FLUSH
 LX2746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2746+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 LX2746_ROD/PIPE-DEPTH: 25.9 meters
 LX2746
 LX2746  HISTORY     - Date     Condition        Report By
 LX2746  HISTORY     - 1985     MONUMENTED       NGS
 LX2746  HISTORY     - 20050107 GOOD             INDIV
 LX2746
 LX2746                          STATION DESCRIPTION
 LX2746
 LX2746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2746'2.1 KM (1.3 MI) NORTH FROM SOUTHINGTON.
 LX2746'2.1 KM (1.3 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE POST OFFICE IN
 LX2746'SOUTHINGTON TO THE MARK ON THE RIGHT, AT THE JUNCTION OF FLANDERS
 LX2746'STREET AND THE ENTRANCE TO THE OAK HILL CEMETERY, 13.87 METERS (45.5
 LX2746'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 18.90 METERS (62.0 FT)
 LX2746'NORTH-NORTHEAST OF THE MEDIAN OF FLANDERS STREET, 5.94 METERS (19.5
 LX2746'FT) NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE TO THE CEMETERY,
 LX2746'1.28 METERS (4.2 FT) SOUTH-SOUTHWEST OF A SIGN (OAK HILL 1733 - 1907).
 LX2746'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2746'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2746
 LX2746                          STATION RECOVERY (2005)
 LX2746
 LX2746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JAD)
 LX2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2899 ***********************************************************************
 LX2899  DESIGNATION -  V 85
 LX2899  PID         -  LX2899
 LX2899  STATE/COUNTY-  CT/HARTFORD
 LX2899  USGS QUAD   -  MANCHESTER (1992)
 LX2899
 LX2899                         *CURRENT SURVEY CONTROL
 LX2899  ___________________________________________________________________
 LX2899* NAD 83(1986)-  41 50 50.     (N)    072 31 32.     (W)     SCALED    
 LX2899* NAVD 88     -        93.706  (meters)     307.43   (feet)  ADJUSTED  
 LX2899  ___________________________________________________________________
 LX2899  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX2899  DYNAMIC HT  -          93.677 (meters)     307.34  (feet)  COMP
 LX2899  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LX2899
 LX2899  VERT ORDER  -  FIRST     CLASS II
 LX2899
 LX2899.The horizontal coordinates were scaled from a topographic map and have
 LX2899.an estimated accuracy of +/- 6 seconds.
 LX2899
 LX2899.The orthometric height was determined by differential leveling
 LX2899.and adjusted by the National Geodetic Survey in June 1991..
 LX2899
 LX2899.The geoid height was determined by GEOID03.
 LX2899
 LX2899.The dynamic height is computed by dividing the NAVD 88
 LX2899.geopotential number by the normal gravity value computed on the
 LX2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2899.degrees latitude (g = 980.6199 gals.).
 LX2899
 LX2899.The modeled gravity was interpolated from observed gravity values.
 LX2899
 LX2899;                    North         East    Units  Estimated Accuracy
 LX2899;SPC CT       -   265,030.      323,440.      MT  (+/- 180 meters Scaled)
 LX2899
 LX2899                          SUPERSEDED SURVEY CONTROL
 LX2899
 LX2899.No superseded survey control is available for this station.
 LX2899
 LX2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM054357(NAD 83)
 LX2899_MARKER: I = METAL ROD
 LX2899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2899_SP_SET: STAINLESS STEEL ROD
 LX2899_STAMPING: V 85 1986
 LX2899_MARK LOGO: NGS   
 LX2899_PROJECTION: FLUSH
 LX2899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2899_ROD/PIPE-DEPTH: 9.2  meters
 LX2899
 LX2899  HISTORY     - Date     Condition        Report By
 LX2899  HISTORY     - 1986     MONUMENTED       NGS
 LX2899
 LX2899                          STATION DESCRIPTION
 LX2899
 LX2899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2899'3.6 KM (2.25 MI) NE FROM SOUTH WINDSOR.
 LX2899'0.24 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 LX2899'IN SOUTH WINDSOR, THENCE 3.38 KM (2.1 MI) NORTHEASTERLY ALONG STATE
 LX2899'HIGHWAY 74 TO THE MARK ON THE LEFT.  IT IS 8.32 METERS (27.3 FT)
 LX2899'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.55 METERS (54.3 FT)
 LX2899'NORTH OF UTILITY POLE NO. 2936 WITH A STREET LIGHT AND TWO GUY WIRES
 LX2899'GOING TO ONE ANCHOR AND 10.18 METERS (33.4 FT) NORTHEAST OF THE
 LX2899'CENTERLINE OF MILLER ROAD.
 LX2899'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2899'THE MARK IS 1.74 METERS  S FROM  A WITNESS POST
 LX2899'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3289 ***********************************************************************
 LX3289  DESIGNATION -  V 86
 LX3289  PID         -  LX3289
 LX3289  STATE/COUNTY-  CT/HARTFORD
 LX3289  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3289
 LX3289                         *CURRENT SURVEY CONTROL
 LX3289  ___________________________________________________________________
 LX3289* NAD 83(1986)-  41 44 12.     (N)    072 37 46.     (W)     SCALED    
 LX3289* NAVD 88     -         8.574  (meters)      28.13   (feet)  ADJUSTED  
 LX3289  ___________________________________________________________________
 LX3289  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX3289  DYNAMIC HT  -           8.571 (meters)      28.12  (feet)  COMP
 LX3289  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 LX3289
 LX3289  VERT ORDER  -  FIRST     CLASS II
 LX3289
 LX3289.The horizontal coordinates were scaled from a topographic map and have
 LX3289.an estimated accuracy of +/- 6 seconds.
 LX3289
 LX3289.The orthometric height was determined by differential leveling
 LX3289.and adjusted by the National Geodetic Survey in June 1991..
 LX3289
 LX3289.The geoid height was determined by GEOID03.
 LX3289
 LX3289.The dynamic height is computed by dividing the NAVD 88
 LX3289.geopotential number by the normal gravity value computed on the
 LX3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3289.degrees latitude (g = 980.6199 gals.).
 LX3289
 LX3289.The modeled gravity was interpolated from observed gravity values.
 LX3289
 LX3289;                    North         East    Units  Estimated Accuracy
 LX3289;SPC CT       -   252,730.      314,830.      MT  (+/- 180 meters Scaled)
 LX3289
 LX3289                          SUPERSEDED SURVEY CONTROL
 LX3289
 LX3289.No superseded survey control is available for this station.
 LX3289
 LX3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM971232(NAD 83)
 LX3289_MARKER: DB = BENCH MARK DISK
 LX3289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3289_SP_SET: WINGWALL
 LX3289_STAMPING: V 86 1986
 LX3289_MARK LOGO: NGS   
 LX3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3289+STABILITY: SURFACE MOTION
 LX3289
 LX3289  HISTORY     - Date     Condition        Report By
 LX3289  HISTORY     - 1986     MONUMENTED       NGS
 LX3289
 LX3289                          STATION DESCRIPTION
 LX3289
 LX3289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3289'4.2 KM (2.6 MI) SOUTH FROM EAST HARTFORD.
 LX3289'4.2 KM (2.6 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN EAST
 LX3289'HARTFORD TO THE MARK ON THE RIGHT IN THE NORTH WINGWALL OF THE WEST
 LX3289'SIDE OF A BOX CULVERT.  IT IS 8.56 METERS (28.1 FT) WEST OF THE
 LX3289'CENTERLINE OF THE HIGHWAY, 11.76 METERS (38.6 FT) NORTHWEST OF THE
 LX3289'NORTHWEST CORNER OF A CATCH BASIN AND 6.31 METERS (20.7 FT) SOUTH OF
 LX3289'THE SOUTHWEST CORNER OF A CATCH BASIN.
 LX3289'THE MARK IS 0.55 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2993 ***********************************************************************
 LX2993  DESIGNATION -  V 87
 LX2993  PID         -  LX2993
 LX2993  STATE/COUNTY-  CT/WINDHAM
 LX2993  USGS QUAD   -  EASTFORD (1983)
 LX2993
 LX2993                         *CURRENT SURVEY CONTROL
 LX2993  ___________________________________________________________________
 LX2993* NAD 83(1986)-  41 53 55.     (N)    072 01 05.     (W)     SCALED    
 LX2993* NAVD 88     -       192.577  (meters)     631.81   (feet)  ADJUSTED  
 LX2993  ___________________________________________________________________
 LX2993  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 LX2993  DYNAMIC HT  -         192.510 (meters)     631.59  (feet)  COMP
 LX2993  MODELED GRAV-     980,267.2   (mgal)                       NAVD 88
 LX2993
 LX2993  VERT ORDER  -  FIRST     CLASS II
 LX2993
 LX2993.The horizontal coordinates were scaled from a topographic map and have
 LX2993.an estimated accuracy of +/- 6 seconds.
 LX2993
 LX2993.The orthometric height was determined by differential leveling
 LX2993.and adjusted by the National Geodetic Survey in June 1991..
 LX2993
 LX2993.The geoid height was determined by GEOID03.
 LX2993
 LX2993.The dynamic height is computed by dividing the NAVD 88
 LX2993.geopotential number by the normal gravity value computed on the
 LX2993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2993.degrees latitude (g = 980.6199 gals.).
 LX2993
 LX2993.The modeled gravity was interpolated from observed gravity values.
 LX2993
 LX2993;                    North         East    Units  Estimated Accuracy
 LX2993;SPC CT       -   270,970.      365,540.      MT  (+/- 180 meters Scaled)
 LX2993
 LX2993                          SUPERSEDED SURVEY CONTROL
 LX2993
 LX2993.No superseded survey control is available for this station.
 LX2993
 LX2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM473428(NAD 83)
 LX2993_MARKER: DB = BENCH MARK DISK
 LX2993_SETTING: 66 = SET IN ROCK OUTCROP
 LX2993_SP_SET: ROCK OUTCROP
 LX2993_STAMPING: V 87 1986
 LX2993_MARK LOGO: NGS   
 LX2993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2993+STABILITY: POSITION/ELEVATION WELL
 LX2993
 LX2993  HISTORY     - Date     Condition        Report By
 LX2993  HISTORY     - 1986     MONUMENTED       NGS
 LX2993
 LX2993                          STATION DESCRIPTION
 LX2993
 LX2993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2993'6.9 KM (4.3 MI) NORTH FROM PHOENIXVILLE.
 LX2993'1.3 KM (0.8 MI) NORTH ALONG STATE HIGHWAY 198 FROM THE JUNCTION OF
 LX2993'U.S. HIGHWAY 44 IN PHOENIXVILLE, THENCE 5.6 KM (3.5 MI) EAST ALONG
 LX2993'BOSTON PIKE ROAD TO THE MARK ON THE LEFT.  ALSO 5.1 KM (3.15 MI)
 LX2993'WEST ALONG BRAYMAN HOLLOW ROAD FROM THE JUNCTION OF U.S. HIGHWAY
 LX2993'44 IN POMFRET.  IT IS 11.73 METERS (38.5 FT) NORTH OF THE
 LX2993'CENTERLINE OF THE HIGHWAY AND 22.01 METERS (72.2 FT) NORTHEAST AND
 LX2993'ACROSS THE ROAD FROM UTILITY POLE NO. 2625.
 LX2993'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3026 ***********************************************************************
 LX3026  DESIGNATION -  V 88
 LX3026  PID         -  LX3026
 LX3026  STATE/COUNTY-  CT/TOLLAND
 LX3026  USGS QUAD   -  COVENTRY (1983)
 LX3026
 LX3026                         *CURRENT SURVEY CONTROL
 LX3026  ___________________________________________________________________
 LX3026* NAD 83(1986)-  41 51 50.     (N)    072 16 03.     (W)     SCALED    
 LX3026* NAVD 88     -       177.992  (meters)     583.96   (feet)  ADJUSTED  
 LX3026  ___________________________________________________________________
 LX3026  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3026  DYNAMIC HT  -         177.932 (meters)     583.77  (feet)  COMP
 LX3026  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX3026
 LX3026  VERT ORDER  -  FIRST     CLASS II
 LX3026
 LX3026.The horizontal coordinates were scaled from a topographic map and have
 LX3026.an estimated accuracy of +/- 6 seconds.
 LX3026
 LX3026.The orthometric height was determined by differential leveling
 LX3026.and adjusted by the National Geodetic Survey in June 1991..
 LX3026
 LX3026.The geoid height was determined by GEOID03.
 LX3026
 LX3026.The dynamic height is computed by dividing the NAVD 88
 LX3026.geopotential number by the normal gravity value computed on the
 LX3026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3026.degrees latitude (g = 980.6199 gals.).
 LX3026
 LX3026.The modeled gravity was interpolated from observed gravity values.
 LX3026
 LX3026;                    North         East    Units  Estimated Accuracy
 LX3026;SPC CT       -   266,970.      344,860.      MT  (+/- 180 meters Scaled)
 LX3026
 LX3026                          SUPERSEDED SURVEY CONTROL
 LX3026
 LX3026.No superseded survey control is available for this station.
 LX3026
 LX3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM267382(NAD 83)
 LX3026_MARKER: DB = BENCH MARK DISK
 LX3026_SETTING: 66 = SET IN ROCK OUTCROP
 LX3026_SP_SET: ROCK OUTCROP
 LX3026_STAMPING: V 88 1986
 LX3026_MARK LOGO: NGS   
 LX3026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3026+STABILITY: POSITION/ELEVATION WELL
 LX3026
 LX3026  HISTORY     - Date     Condition        Report By
 LX3026  HISTORY     - 1986     MONUMENTED       NGS
 LX3026  HISTORY     - 20031007 GOOD             INDIV
 LX3026
 LX3026                          STATION DESCRIPTION
 LX3026
 LX3026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3026'1.4 KM (0.85 MI) SOUTH FROM WILLINGTON HILL.
 LX3026'1.4 KM (0.85 MI) SOUTH ALONG STATE HIGHWAY 320 FROM THE JUNCTION OF
 LX3026'STATE HIGHWAY 74 IN WILLINGTON HILL TO THE MARK ON THE LEFT IN TOP OF
 LX3026'ROCK OUTCROP IN THE FRONT LAWN OF A RED BRICK HOUSE, 8.53 METERS (28.0
 LX3026'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.86 METERS (38.9 FT)
 LX3026'SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 3.99 METERS (13.1 FT)
 LX3026'NORTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK LEADING TO THE HOUSE.
 LX3026'THE MARK IS 0.1 M ABOVE HIGHWAY.
 LX3026
 LX3026                          STATION RECOVERY (2003)
 LX3026
 LX3026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3308 ***********************************************************************
 LX3308  DESIGNATION -  V 89
 LX3308  PID         -  LX3308
 LX3308  STATE/COUNTY-  CT/NEW LONDON
 LX3308  USGS QUAD   -  COLCHESTER (1984)
 LX3308
 LX3308                         *CURRENT SURVEY CONTROL
 LX3308  ___________________________________________________________________
 LX3308* NAD 83(1986)-  41 35 25.     (N)    072 18 14.     (W)     SCALED    
 LX3308* NAVD 88     -       161.194  (meters)     528.85   (feet)  ADJUSTED  
 LX3308  ___________________________________________________________________
 LX3308  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX3308  DYNAMIC HT  -         161.137 (meters)     528.66  (feet)  COMP
 LX3308  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 LX3308
 LX3308  VERT ORDER  -  FIRST     CLASS II
 LX3308
 LX3308.The horizontal coordinates were scaled from a topographic map and have
 LX3308.an estimated accuracy of +/- 6 seconds.
 LX3308
 LX3308.The orthometric height was determined by differential leveling
 LX3308.and adjusted by the National Geodetic Survey in June 1991..
 LX3308
 LX3308.The geoid height was determined by GEOID03.
 LX3308
 LX3308.The dynamic height is computed by dividing the NAVD 88
 LX3308.geopotential number by the normal gravity value computed on the
 LX3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3308.degrees latitude (g = 980.6199 gals.).
 LX3308
 LX3308.The modeled gravity was interpolated from observed gravity values.
 LX3308
 LX3308;                    North         East    Units  Estimated Accuracy
 LX3308;SPC CT       -   236,560.      342,000.      MT  (+/- 180 meters Scaled)
 LX3308
 LX3308                          SUPERSEDED SURVEY CONTROL
 LX3308
 LX3308.No superseded survey control is available for this station.
 LX3308
 LX3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM247077(NAD 83)
 LX3308_MARKER: DB = BENCH MARK DISK
 LX3308_SETTING: 66 = SET IN ROCK OUTCROP
 LX3308_SP_SET: ROCK OUTCROP
 LX3308_STAMPING: V 89 1986
 LX3308_MARK LOGO: NGS   
 LX3308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3308+STABILITY: POSITION/ELEVATION WELL
 LX3308
 LX3308  HISTORY     - Date     Condition        Report By
 LX3308  HISTORY     - 1986     MONUMENTED       NGS
 LX3308  HISTORY     - 19901020 GOOD             USPSQD
 LX3308
 LX3308                          STATION DESCRIPTION
 LX3308
 LX3308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3308'3.3 KM (2.05 MI) NE FROM COLCHESTER.
 LX3308'3.3 KM (2.05 MI) NORTHEAST ALONG STATE HIGHWAYS 16 AND 85 FROM THE
 LX3308'JUNCTION OF STATE HIGHWAY 16 LEADING SOUTHWEST IN COLCHESTER TO THE
 LX3308'MARK ON THE RIGHT IN TOP OF EXPOSED ROCK OUTCROP ALONG A TRAIL ROAD
 LX3308'AND MEASURING 9 X 15 FEET AND 0.4 KM (0.25 MI) SOUTHWEST OF THE
 LX3308'JUNCTION OF JURACH ROAD.  IT IS 16.61 METERS (54.5 FT) SOUTHEAST OF
 LX3308'THE CENTERLINE OF THE HIGHWAY (SLOPE MEASUREMENT) AND 5.94 METERS
 LX3308'(19.5 FT) WEST OF UTILITY POLE NO. 50.
 LX3308'THE MARK IS 0.89 METERS  S FROM  A WITNESS POST
 LX3308'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX3308
 LX3308                          STATION RECOVERY (1990)
 LX3308
 LX3308'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0022 ***********************************************************************
 LX0022  DESIGNATION -  V 9
 LX0022  PID         -  LX0022
 LX0022  STATE/COUNTY-  CT/NEW LONDON
 LX0022  USGS QUAD   -  NORWICH (1983)
 LX0022
 LX0022                         *CURRENT SURVEY CONTROL
 LX0022  ___________________________________________________________________
 LX0022* NAD 83(1986)-  41 36 23.     (N)    072 00 10.     (W)     SCALED    
 LX0022* NAVD 88     -        62.315  (meters)     204.45   (feet)  ADJUSTED  
 LX0022  ___________________________________________________________________
 LX0022  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LX0022  DYNAMIC HT  -          62.294 (meters)     204.38  (feet)  COMP
 LX0022  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 LX0022
 LX0022  VERT ORDER  -  FIRST     CLASS II
 LX0022
 LX0022.The horizontal coordinates were scaled from a topographic map and have
 LX0022.an estimated accuracy of +/- 6 seconds.
 LX0022
 LX0022.The orthometric height was determined by differential leveling
 LX0022.and adjusted by the National Geodetic Survey in June 1991..
 LX0022
 LX0022.The geoid height was determined by GEOID03.
 LX0022
 LX0022.The dynamic height is computed by dividing the NAVD 88
 LX0022.geopotential number by the normal gravity value computed on the
 LX0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0022.degrees latitude (g = 980.6199 gals.).
 LX0022
 LX0022.The modeled gravity was interpolated from observed gravity values.
 LX0022
 LX0022;                    North         East    Units  Estimated Accuracy
 LX0022;SPC CT       -   238,520.      367,090.      MT  (+/- 180 meters Scaled)
 LX0022
 LX0022                          SUPERSEDED SURVEY CONTROL
 LX0022
 LX0022  NGVD 29 (??/??/92)   62.574  (m)          205.29   (f) ADJ UNCH    1 2
 LX0022
 LX0022.Superseded values are not recommended for survey control.
 LX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0022.See file dsdata.txt to determine how the superseded data were derived.
 LX0022
 LX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM497104(NAD 83)
 LX0022_MARKER: DB = BENCH MARK DISK
 LX0022_SETTING: 66 = SET IN ROCK OUTCROP
 LX0022_SP_SET: ROCK LEDGE
 LX0022_STAMPING: 205.295 FT V 9 1923
 LX0022_MARK LOGO: CGS   
 LX0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0022+STABILITY: POSITION/ELEVATION WELL
 LX0022
 LX0022  HISTORY     - Date     Condition        Report By
 LX0022  HISTORY     - 1923     MONUMENTED       CGS
 LX0022  HISTORY     - 1951     GOOD             NGS
 LX0022  HISTORY     - 1954     MARK NOT FOUND   NGS
 LX0022  HISTORY     - 1984     GOOD             NGS
 LX0022  HISTORY     - 20060523 MARK NOT FOUND   USPSQD
 LX0022
 LX0022                          STATION DESCRIPTION
 LX0022
 LX0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0022'AT LISBON.
 LX0022'AT LISBON, NEW LONDON COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0022'HARTFORD RAILROAD, ABOUT 1/2 MILE EAST OF THE VILLAGE OF NEWENT,
 LX0022'8-1/2 RAILS NORTHEAST OF BRIDGE 42.37, 54 FEET SOUTHWEST OF
 LX0022'WUT POLE 42-17, 16.3 FEET NORTHWEST OF THE NORTHWEST RAIL ON
 LX0022'THE INSIDE OF A CURVE, IN A ROCK LEDGE, AND ABOUT 2 FEET ABOVE
 LX0022'THE TRACK.  A STANDARD DISK, STAMPED 205.295 FT V 9 1923.
 LX0022'NOTE-- THE LEDGE IS COVERED WITH MOSS AND TALUS.
 LX0022
 LX0022                          STATION RECOVERY (1954)
 LX0022
 LX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LX0022'MARK NOT FOUND.
 LX0022
 LX0022                          STATION RECOVERY (1984)
 LX0022
 LX0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0022'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 1.5 KM (0.95 MI)
 LX0022'WEST ALONG STATE HIGHWAY 138 WEST FROM THE JUNCTION OF STATE HIGHWAY
 LX0022'12 IN JEWETT CITY, THENCE 0.1 KM (0.05 MI) NORTH ALONG A TRAIL ROAD
 LX0022'LEADING UPHILL TO THE PENN CENTRAL RAILROAD BRIDGE 42.37, IN TOP OF
 LX0022'BEDROCK NORTHEAST OF THE NORTHEAST END OF THE BRIDGE, 81.70 METERS
 LX0022'(268.0 FT) NORTHEAST OF THE NORTHEAST END OF THE RAILROAD BRIDGE,
 LX0022'16.50 METERS (54.0 FT) SOUTHWEST OF AN ABANDON TELEGRAPH POLE,
 LX0022'5.0 METERS (16.3 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS.
 LX0022'THE MARK IS 1.2 METERS  NW FROM A WITNESS POST.
 LX0022'THE MARK IS 0.18 M ABOVE TRACKS.
 LX0022
 LX0022                          STATION RECOVERY (2006)
 LX0022
 LX0022'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0022'NOT FOUND.  LEDGE DESCRIBED IS HEAVILY OVERGROWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3379 ***********************************************************************
 LX3379  DESIGNATION -  V 90
 LX3379  PID         -  LX3379
 LX3379  STATE/COUNTY-  CT/NEW LONDON
 LX3379  USGS QUAD   -  NORWICH (1983)
 LX3379
 LX3379                         *CURRENT SURVEY CONTROL
 LX3379  ___________________________________________________________________
 LX3379* NAD 83(1986)-  41 31 22.     (N)    072 05 13.     (W)     SCALED    
 LX3379* NAVD 88     -        28.330  (meters)      92.95   (feet)  ADJUSTED  
 LX3379  ___________________________________________________________________
 LX3379  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX3379  DYNAMIC HT  -          28.320 (meters)      92.91  (feet)  COMP
 LX3379  MODELED GRAV-     980,281.5   (mgal)                       NAVD 88
 LX3379
 LX3379  VERT ORDER  -  FIRST     CLASS II
 LX3379
 LX3379.The horizontal coordinates were scaled from a topographic map and have
 LX3379.an estimated accuracy of +/- 6 seconds.
 LX3379
 LX3379.The orthometric height was determined by differential leveling
 LX3379.and adjusted by the National Geodetic Survey in June 1991..
 LX3379
 LX3379.The geoid height was determined by GEOID03.
 LX3379
 LX3379.The dynamic height is computed by dividing the NAVD 88
 LX3379.geopotential number by the normal gravity value computed on the
 LX3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3379.degrees latitude (g = 980.6199 gals.).
 LX3379
 LX3379.The modeled gravity was interpolated from observed gravity values.
 LX3379
 LX3379;                    North         East    Units  Estimated Accuracy
 LX3379;SPC CT       -   229,180.      360,140.      MT  (+/- 180 meters Scaled)
 LX3379
 LX3379                          SUPERSEDED SURVEY CONTROL
 LX3379
 LX3379.No superseded survey control is available for this station.
 LX3379
 LX3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM430008(NAD 83)
 LX3379_MARKER: I = METAL ROD
 LX3379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3379_SP_SET: STAINLESS STEEL ROD
 LX3379_STAMPING: V 90 1986
 LX3379_MARK LOGO: NGS   
 LX3379_PROJECTION: FLUSH
 LX3379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3379+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 LX3379_ROD/PIPE-DEPTH: 4.7  meters
 LX3379
 LX3379  HISTORY     - Date     Condition        Report By
 LX3379  HISTORY     - 1986     MONUMENTED       NGS
 LX3379  HISTORY     - 19901129 GOOD             USPSQD
 LX3379  HISTORY     - 20060412 GOOD             USPSQD
 LX3379
 LX3379                          STATION DESCRIPTION
 LX3379
 LX3379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3379'0.4 KM (0.25 MI) WEST FROM NORWICH.
 LX3379'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 82 (WEST MAIN STREET) FROM
 LX3379'THE JUNCTION OF STATE HIGHWAY 32 IN NORWICH, TO THE MARK ON THE LEFT
 LX3379'ON A HILL AT THE NORTHEAST END OF A SMALL SHOPPING PLAZA AND JUST
 LX3379'WEST OF THE JUNCTION OF FAIRMONT STREET, 23.65 METERS (77.6 FT) SOUTH
 LX3379'OF THE CENTERLINE OF THE HIGHWAY, 15.57 METERS (51.1 FT) SOUTHEAST
 LX3379'OF UTILITY POLE NO. W 377 WITH TRANSFORMER, STREET LAMP AND THREE
 LX3379'GUY WIRES LEADING TO ONE ANCHOR, 6.19 METERS (20.3 FT) SOUTHEAST
 LX3379'OF THE NORTHEAST CORNER OF A PARKING LOT, 2.53 METERS (8.3 FT)
 LX3379'NORTH OF A 6 BY 6-FOOT WOODEN POST WITH SECURITY LIGHT, 0.61 METER
 LX3379'(2.0 FT) EAST A PARKING CURB. NOTE--ACCESS TO DATUM POINT IS HAD
 LX3379'THROUGH A 5-INCH LOGO CAP.
 LX3379'THE MARK IS 0.77 METERS  W FROM  A WITNESS POST
 LX3379'THE MARK IS 1.52 M ABOVE HIGHWAY.
 LX3379
 LX3379                          STATION RECOVERY (1990)
 LX3379
 LX3379'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3379'RECOVERED IN GOOD CONDITION.
 LX3379
 LX3379                          STATION RECOVERY (2006)
 LX3379
 LX3379'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3161 ***********************************************************************
 LX3161  DESIGNATION -  V 91
 LX3161  PID         -  LX3161
 LX3161  STATE/COUNTY-  CT/HARTFORD
 LX3161  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3161
 LX3161                         *CURRENT SURVEY CONTROL
 LX3161  ___________________________________________________________________
 LX3161* NAD 83(1986)-  41 39 51.     (N)    072 43 14.     (W)     SCALED    
 LX3161* NAVD 88     -        46.134  (meters)     151.36   (feet)  ADJUSTED  
 LX3161  ___________________________________________________________________
 LX3161  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3161  DYNAMIC HT  -          46.119 (meters)     151.31  (feet)  COMP
 LX3161  MODELED GRAV-     980,313.0   (mgal)                       NAVD 88
 LX3161
 LX3161  VERT ORDER  -  FIRST     CLASS II
 LX3161
 LX3161.The horizontal coordinates were scaled from a topographic map and have
 LX3161.an estimated accuracy of +/- 6 seconds.
 LX3161
 LX3161.The orthometric height was determined by differential leveling
 LX3161.and adjusted by the National Geodetic Survey in June 1991..
 LX3161
 LX3161.The geoid height was determined by GEOID03.
 LX3161
 LX3161.The dynamic height is computed by dividing the NAVD 88
 LX3161.geopotential number by the normal gravity value computed on the
 LX3161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3161.degrees latitude (g = 980.6199 gals.).
 LX3161
 LX3161.The modeled gravity was interpolated from observed gravity values.
 LX3161
 LX3161;                    North         East    Units  Estimated Accuracy
 LX3161;SPC CT       -   244,670.      307,250.      MT  (+/- 180 meters Scaled)
 LX3161
 LX3161                          SUPERSEDED SURVEY CONTROL
 LX3161
 LX3161.No superseded survey control is available for this station.
 LX3161
 LX3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM897150(NAD 83)
 LX3161_MARKER: I = METAL ROD
 LX3161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3161_SP_SET: STAINLESS STEEL ROD
 LX3161_STAMPING: V 91 1986
 LX3161_MARK LOGO: NGS   
 LX3161_PROJECTION: FLUSH
 LX3161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3161_ROD/PIPE-DEPTH: 24.3 meters
 LX3161
 LX3161  HISTORY     - Date     Condition        Report By
 LX3161  HISTORY     - 1986     MONUMENTED       NGS
 LX3161
 LX3161                          STATION DESCRIPTION
 LX3161
 LX3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3161'4.7 KM (2.9 MI) NORTH FROM BERLIN.
 LX3161'4.7 KM (2.9 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3161'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE LEFT IN
 LX3161'THE MEDIAN AND IN FRONT OF A BRADLEE STORE.  IT IS 7.8 METERS (25.9
 LX3161'FT) NORTHWEST OF THE CENTERLINE OF THE NORTH BOUND LANE OF U.S.
 LX3161'HIGHWAY 5 AND STATE HIGHWAY 15, 17.9 METERS (59.0 FT) SOUTHWEST OF THE
 LX3161'EXTENDED CENTER OF A DRIVE LEADING TO THE GRANTMOOR MOTOR LODGE, 7.7
 LX3161'METERS (25.5 FT) SOUTHEAST OF THE CENTERLINE OF THE SOUTH BOUND LANE
 LX3161'OF U.S. HIGHWAY 5 AND STATE HIGHWAY 15 AND 0.91 METERS (3.0 FT) EAST
 LX3161'OF A GUARD RAIL.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LX3161'LOGO CAP.
 LX3161'THE MARK IS 0.18 M ABOVE HIGHWAY 5 AND 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3458 ***********************************************************************
 LX3458  DESIGNATION -  V 92
 LX3458  PID         -  LX3458
 LX3458  STATE/COUNTY-  CT/NEW LONDON
 LX3458  USGS QUAD   -  NIANTIC (1983)
 LX3458
 LX3458                         *CURRENT SURVEY CONTROL
 LX3458  ___________________________________________________________________
 LX3458* NAD 83(1986)-  41 22 00.     (N)    072 12 22.     (W)     SCALED    
 LX3458* NAVD 88     -        14.805  (meters)      48.57   (feet)  ADJUSTED  
 LX3458  ___________________________________________________________________
 LX3458  GEOID HEIGHT-         -30.45  (meters)                     GEOID03
 LX3458  DYNAMIC HT  -          14.800 (meters)      48.56  (feet)  COMP
 LX3458  MODELED GRAV-     980,284.0   (mgal)                       NAVD 88
 LX3458
 LX3458  VERT ORDER  -  FIRST     CLASS II
 LX3458
 LX3458.The horizontal coordinates were scaled from a topographic map and have
 LX3458.an estimated accuracy of +/- 6 seconds.
 LX3458
 LX3458.The orthometric height was determined by differential leveling
 LX3458.and adjusted by the National Geodetic Survey in June 1991..
 LX3458
 LX3458.The geoid height was determined by GEOID03.
 LX3458
 LX3458.The dynamic height is computed by dividing the NAVD 88
 LX3458.geopotential number by the normal gravity value computed on the
 LX3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3458.degrees latitude (g = 980.6199 gals.).
 LX3458
 LX3458.The modeled gravity was interpolated from observed gravity values.
 LX3458
 LX3458;                    North         East    Units  Estimated Accuracy
 LX3458;SPC CT       -   211,770.      350,310.      MT  (+/- 180 meters Scaled)
 LX3458
 LX3458                          SUPERSEDED SURVEY CONTROL
 LX3458
 LX3458.No superseded survey control is available for this station.
 LX3458
 LX3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL336832(NAD 83)
 LX3458_MARKER: DB = BENCH MARK DISK
 LX3458_SETTING: 66 = SET IN ROCK OUTCROP
 LX3458_SP_SET: ROCK LEDGE
 LX3458_STAMPING: V 92 1986
 LX3458_MARK LOGO: NGS   
 LX3458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3458+STABILITY: POSITION/ELEVATION WELL
 LX3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3458+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 LX3458
 LX3458  HISTORY     - Date     Condition        Report By
 LX3458  HISTORY     - 1986     MONUMENTED       NGS
 LX3458  HISTORY     - 1989     GOOD             USPSQD
 LX3458  HISTORY     - 19900414 GOOD             USPSQD
 LX3458  HISTORY     - 20030430 GOOD             USPSQD
 LX3458  HISTORY     - 20051213 GOOD             USPSQD
 LX3458
 LX3458                          STATION DESCRIPTION
 LX3458
 LX3458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3458'0.3 KM (0.2 MI) EAST FROM FLANDERS.
 LX3458'0.3 KM (0.2 MI) EAST ALONG U.S. HIGHWAY FROM THE JUNCTION OF STATE
 LX3458'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT.  IT IS 21.2 METERS
 LX3458'(69.7 FT) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 17.8 METERS
 LX3458'(58.5 FT) NORTHWEST OF STREET LIGHT POLE NO 26-14.
 LX3458'THE MARK IS 0.48 METERS  W FROM  A WITNESS POST
 LX3458'THE MARK IS 1.37 M ABOVE U.S. HIGHWAY 1.
 LX3458
 LX3458                          STATION RECOVERY (1989)
 LX3458
 LX3458'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3458'RECOVERED IN GOOD CONDITION.
 LX3458
 LX3458                          STATION RECOVERY (1990)
 LX3458
 LX3458'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3458'RECOVERED IN GOOD CONDITION.
 LX3458
 LX3458                          STATION RECOVERY (2003)
 LX3458
 LX3458'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX3458'RECOVERED IN GOOD CONDITION.
 LX3458
 LX3458                          STATION RECOVERY (2005)
 LX3458
 LX3458'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX3458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3205 ***********************************************************************
 LX3205  DESIGNATION -  V 93
 LX3205  PID         -  LX3205
 LX3205  STATE/COUNTY-  CT/WINDHAM
 LX3205  USGS QUAD   -  HAMPTON (1984)
 LX3205
 LX3205                         *CURRENT SURVEY CONTROL
 LX3205  ___________________________________________________________________
 LX3205* NAD 83(1986)-  41 48 21.     (N)    072 03 22.     (W)     SCALED    
 LX3205* NAVD 88     -       134.218  (meters)     440.35   (feet)  ADJUSTED  
 LX3205  ___________________________________________________________________
 LX3205  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX3205  DYNAMIC HT  -         134.171 (meters)     440.19  (feet)  COMP
 LX3205  MODELED GRAV-     980,269.5   (mgal)                       NAVD 88
 LX3205
 LX3205  VERT ORDER  -  FIRST     CLASS II
 LX3205
 LX3205.The horizontal coordinates were scaled from a topographic map and have
 LX3205.an estimated accuracy of +/- 6 seconds.
 LX3205
 LX3205.The orthometric height was determined by differential leveling
 LX3205.and adjusted by the National Geodetic Survey in June 1991..
 LX3205
 LX3205.The geoid height was determined by GEOID03.
 LX3205
 LX3205.The dynamic height is computed by dividing the NAVD 88
 LX3205.geopotential number by the normal gravity value computed on the
 LX3205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3205.degrees latitude (g = 980.6199 gals.).
 LX3205
 LX3205.The modeled gravity was interpolated from observed gravity values.
 LX3205
 LX3205;                    North         East    Units  Estimated Accuracy
 LX3205;SPC CT       -   260,640.      362,460.      MT  (+/- 180 meters Scaled)
 LX3205
 LX3205                          SUPERSEDED SURVEY CONTROL
 LX3205
 LX3205.No superseded survey control is available for this station.
 LX3205
 LX3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM445324(NAD 83)
 LX3205_MARKER: DB = BENCH MARK DISK
 LX3205_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LX3205_SP_SET: MASSIVE WINGWALL
 LX3205_STAMPING: V 93 1986
 LX3205_MARK LOGO: NGS   
 LX3205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3205
 LX3205  HISTORY     - Date     Condition        Report By
 LX3205  HISTORY     - 1986     MONUMENTED       NGS
 LX3205
 LX3205                          STATION DESCRIPTION
 LX3205
 LX3205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3205'3.2 KM (2.0 MI) NORTH FROM HAMPTON.
 LX3205'3.2 KM (2.0 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3205'HAMPTON TO THE MARK ON THE RIGHT, IN TOP OF THE SOUTHWEST WINGWALL OF
 LX3205'A LARGE BOX CULVERT UNDER THE HIGHWAY FOR LITTLE RIVER, 8.84 METERS
 LX3205'(9.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 25.91 METERS (85.0
 LX3205'FT) WEST OF THE CENTER OF HEMLOCK GLEN ROAD, 0.18 METER (0.6 FT) SOUTH
 LX3205'OF THE SOUTH EDGE OF THE SOUTH HEADWALL.
 LX3205'THE MARK IS 3.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6550 ***********************************************************************
 LX6550  DESIGNATION -  VAIL
 LX6550  PID         -  LX6550
 LX6550  STATE/COUNTY-  CT/HARTFORD
 LX6550  USGS QUAD   -  BROAD BROOK (1984)
 LX6550
 LX6550                         *CURRENT SURVEY CONTROL
 LX6550  ___________________________________________________________________
 LX6550* NAD 83(1996)-  41 59 08.71847(N)    072 35 35.70674(W)     ADJUSTED  
 LX6550* NAVD 88     -        57.35   (+/-2cm)     188.2    (feet)  VERTCON   
 LX6550  ___________________________________________________________________
 LX6550  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LX6550  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 LX6550
 LX6550  HORZ ORDER  -  FIRST
 LX6550  VERT ORDER  -  THIRD ? (See Below)
 LX6550
 LX6550.The horizontal coordinates were established by classical geodetic methods
 LX6550.and adjusted by the National Geodetic Survey in August 1998..
 LX6550
 LX6550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6550.The vertical order pertains to the NGVD 29 superseded value.
 LX6550
 LX6550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6550
 LX6550.The geoid height was determined by GEOID03.
 LX6550
 LX6550;                    North         East     Units Scale Factor Converg.
 LX6550;SPC CT       -   280,402.455   317,790.385   MT  1.00001423   +0 06 14.2
 LX6550;SPC CT       -   919,953.72  1,042,617.29   sFT  1.00001423   +0 06 14.2
 LX6550;UTM  18      - 4,650,996.636   699,371.867   MT  1.00008913   +1 36 37.8
 LX6550
 LX6550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6550!SPC CT       -   0.99999557  x   1.00001423  =   1.00000980
 LX6550!UTM  18      -   0.99999557  x   1.00008913  =   1.00008470
 LX6550
 LX6550|---------------------------------------------------------------------|
 LX6550| PID    Reference Object                     Distance      Geod. Az  |
 LX6550|                                                           dddmmss.s |
 LX6550| CZ8051 VAIL RM 3                            10.873 METERS 15041     |
 LX6550| CZ8048 VAIL RM 1                            10.906 METERS 16634     |
 LX6550| CZ8049 VAIL RM 1 RESET                      10.965 METERS 16648     |
 LX6550| LX6579 VAIL AZ MK TPT                        8.552 METERS 17113     |
 LX6550| LX6565 VAIL AZ MK                          474.342 METERS 1711556.0 |
 LX6550| CZ8050 VAIL RM 2                             7.633 METERS 26536     |
 LX6550|---------------------------------------------------------------------|
 LX6550
 LX6550                          SUPERSEDED SURVEY CONTROL
 LX6550
 LX6550  NAD 83(1996)-  41 59 08.71841(N)    072 35 35.70677(W) AD(       ) 1
 LX6550  NAD 83(1992)-  41 59 08.71897(N)    072 35 35.70747(W) AD(       ) 1
 LX6550  NAD 83(1992)-  41 59 08.71911(N)    072 35 35.70771(W) AD(       ) 1
 LX6550  NAD 83(1986)-  41 59 08.72046(N)    072 35 35.70833(W) AD(       ) 1
 LX6550  NAD 27      -  41 59 08.37226(N)    072 35 37.38912(W) AD(       ) 1
 LX6550  NGVD 29 (07/19/86)   57.58   (m)          188.9    (f) LEVELING    3  
 LX6550
 LX6550.Superseded values are not recommended for survey control.
 LX6550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6550.See file dsdata.txt to determine how the superseded data were derived.
 LX6550
 LX6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9937250997(NAD 83)
 LX6550_MARKER: Z = SEE DESCRIPTION
 LX6550_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 LX6550_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 LX6550_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6550
 LX6550  HISTORY     - Date     Condition        Report By
 LX6550  HISTORY     - 1939     MONUMENTED       MAGS
 LX6550  HISTORY     - 1950     SEE DESCRIPTION  CGS
 LX6550  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6550  HISTORY     - 1979     GOOD             NGS
 LX6550
 LX6550                          STATION DESCRIPTION
 LX6550
 LX6550'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1939
 LX6550'STATION IS ON THE W SIDE OF U.S. HIGHWAY 5, ABOUT 0.30 MILE S
 LX6550'OF ITS INTERSECTION WITH CONN. 20 IN THOMPSONVILLE, ABOUT 42.01
 LX6550'FEET NW OF HYDRANT, ABOUT 53.03 FEET N OF S.N.E.T. POLE 1942,
 LX6550'ABOUT 44.75 FEET W OF HIGHWAY CENTER LINE, AND DIRECTLY OPPOSITE
 LX6550'THE DR. VAIL SANITARIUM.
 LX6550'
 LX6550'STATION IS MARKED BY A U.S.C. AND G.S. AND STATE SURVEY BRONZE
 LX6550'DISK STAMPED VAIL 1939, ALSO THE STAMP OF MASS. DEPT. OF PUBLIC
 LX6550'WORKS SET IN 12-INCH TILE PIPE FILLED WITH CONCRETE.
 LX6550'
 LX6550'R.M. 1 IS A BRONZE DISK, STAMPED VAIL NO 1 1939, SET IN TILE
 LX6550'PIPE FILLED WITH CONCRETE, ABOUT 35.78 FEET SSE OF STATION,
 LX6550'AND ABOUT 7.9 FEET NW OF HYDRANT.
 LX6550'
 LX6550'R.M. 2 IS A BRONZE DISK, STAMPED VAIL NO 2 1939, SET IN TILE
 LX6550'PIPE FILLED WITH CONCRETE, ABOUT 25.04 FEET W OF STATION, AND
 LX6550'0.9 FOOT E OF E EDGE OF THE N-S CONCRETE WALK.
 LX6550
 LX6550                          STATION RECOVERY (1950)
 LX6550
 LX6550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (FGJ)
 LX6550'STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION.  R.M. 1
 LX6550'WAS RECOVERED BUT IT HAD BEEN STRUCK BY A BULLDOZER AND
 LX6550'MOVED.  R.M. 1 WAS SET AND RELOCATED.  A NEW DESCRIPTION FOLLOWS--
 LX6550'
 LX6550'STATION IS ON THE HIGHEST GROUND IN THE IMMEDIATE VICINITY,
 LX6550'ABOUT 1 MILE S OF THOMPSONVILLE, ON THE W SIDE OF U.S. HIGHWAY 5,
 LX6550'ON HIGHWAY RIGHT-OF-WAY PROPERTY, AND IN AN OPEN AREA BETWEEN
 LX6550'RIVERDALE ROAD AND HATHAWAY AVENUE.
 LX6550'
 LX6550'TO REACH STATION FROM THE POST OFFICE IN THOMPSONVILLE, GO E
 LX6550'ON HIGH STREET FOR 0.2 MILE TO JUNCTION WITH U.S. HIGHWAY 5.  TURN
 LX6550'RIGHT ON HIGHWAY 5 AND GO 0.9 MILE TO STATION ON RIGHT (W) SIDE
 LX6550'OF ROAD.  STATION IS 125 FEET N OF RIVERDALE ROAD, 45 FEET W OF
 LX6550'CENTER LINE OF U.S. HIGHWAY 5, 41 FEET NW OF WATER HYDRANT, AND
 LX6550'26 FEET E OF E EDGE OF SIDEWALK.
 LX6550'
 LX6550'STATION MARK IS A MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS
 LX6550'TRIANGULATION STATION DISK STAMPED VAIL 1939.  IT IS SET IN A
 LX6550'12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND.
 LX6550'
 LX6550'R.M. 1 IS S OF THE STATION, SET IN A 12- BY 12- BY 30-INCH
 LX6550'CONCRETE POST FLUSH WITH THE GROUND, 6 FEET WNW OF A HYDRANT.  IT
 LX6550'IS A BRONZE DISK STAMPED VAIL NO 1 1939 CGS.
 LX6550'
 LX6550'R.M. 2 IS W OF THE STATION, SET IN A 12- BY 12- BY 30-INCH
 LX6550'CONCRETE POST FLUSH WITH THE GROUND.  IT IS A BRONZE DISK STAMPED
 LX6550'VAIL NO 2 1939 CGS.
 LX6550'
 LX6550'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 LX6550'
 LX6550'THE UNDERGROUND STATION MARK IS A BRONZE DISK SET IN CONCRETE.
 LX6550
 LX6550                          STATION RECOVERY (1961)
 LX6550
 LX6550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LX6550'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED BY
 LX6550'F.G.J. 1950.  DESCRIPTION BY F.G.J. 1950 IS ADEQUATE.
 LX6550
 LX6550                          STATION RECOVERY (1979)
 LX6550
 LX6550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6550'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE FIRE HYDRANT
 LX6550'(WHICH SERVES AS REFERENCE MARK 3) WERE RECOVERED AND FOUND IN
 LX6550'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 LX6550'MARKS COMPARED FAVORABLY WITH THE 1939 DATA.  AN AZIMUTH MARK
 LX6550'WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 LX6550'
 LX6550'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE CONNECTICUT
 LX6550'RIVER, 1/4 MILE WEST OF INTERSTATE HIGHWAY 91, IN THE SOUTH
 LX6550'PORTION OF THE TOWN OF ENFIELD AND ON STATE PROPERTY.  PERMISSION
 LX6550'WAS GRANTED BY MR. WALTER WHITMAN, DEPARTMENT OF TRANSPORTATION,
 LX6550'DISTRICT MAINTANCE ADMINISTRATOR, DISTRICT 1, P.O. BOX DRAWER A,
 LX6550'WETHERSFIELD, CONNECTICUT, 06109.
 LX6550'
 LX6550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5 AND
 LX6550'STATE HIGHWAY 190, JUST WEST OF THE ENFIELD MALL AT ENFIELD, GO
 LX6550'SOUTH ON U.S. HIGHWAY 5 FOR 0.3 MILE TO THE STATION ON THE RIGHT
 LX6550'AS DESCRIBED.
 LX6550'
 LX6550'THE STATION IS A COAST AND GEODETIC SURVEY AND STATE SURVEY
 LX6550'DISK, THE STAMPING IS NOT LEGIBLE, SET INTO THE TOP
 LX6550'OF A SQUARE CONCRETE MONUMENT 15 CM ON SIDE, RECESSED 2 CM
 LX6550'BELOW THE GROUND.
 LX6550'IT IS LOCATED
 LX6550'135 FEET NORTH FROM THE CENTER OF RIVERDALE ROAD,
 LX6550'53 FEET SOUTH FROM UTILITY POLE SNET 1942,
 LX6550'44 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 5 AND
 LX6550'28 FEET EAST FROM THE CENTER OF THE CONCRETE SIDEWALK.
 LX6550'
 LX6550'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6550'STAMPED---VAIL 1939 NO. 1 C.G.S.---,
 LX6550'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX6550'RECESSED 12 CM BELOW THE GROUND.  IT IS LOCATED
 LX6550'99 FEET NORTH FROM THE CENTER OF RIVERDALE ROAD,
 LX6550'40 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 5 AND
 LX6550'34 FEET EAST FROM THE CENTER OF THE CONCRETE SIDEWALK.
 LX6550'MARK IS BELOW STATION 0.12 METERS.
 LX6550'
 LX6550'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX6550'STAMPED---VAIL 1939 NO. 2 C.G.S.---,
 LX6550'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM ON A SIDE
 LX6550'FLUSH WITH GROUND.  IT IS LOCATED
 LX6550'70 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 5,
 LX6550'59 FEET SOUTHWEST FROM UTILITY POLE SNET 1942 AND
 LX6550'2.5 FEET EAST FROM THE CENTER OF THE CONCRETE SIDEWALK.
 LX6550'MARK IS LEVEL WITH STATION.
 LX6550'
 LX6550'REFERENCE MARK NUMBER 3 IS THE TOP NUT OF A FIRE HYDRANT.
 LX6550'IT IS LOCATED
 LX6550'100 FEET NORTH FROM THE CENTER OF RIVERDALE ROAD,
 LX6550'44 FEET EAST FROM THE CENTER OF THE CONCRETE SIDEWALK AND
 LX6550'31 FEET WEST FROM THE CENTER OF U.S. HIGHWAY 5.
 LX6550'MARK IS ABOVE STATION 0.60 METERS.
 LX6550'
 LX6550'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 LX6550'STAMPED---VAIL 1979---,
 LX6550'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6550'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX6550'55 FEET SOUTH FROM THE CENTER OF A PAVED DRIVEWAY,
 LX6550'34 FEET NORTH FROM UTILITY POLE SNET 171,
 LX6550'30 FEET EAST FROM THE CENTER OF U.S. HIGHWAY 5 AND
 LX6550'2.5 FEET WEST FROM A METAL WITNESS POST.
 LX6550'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTH ON
 LX6550'U.S. HIGHWAY 5 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LX6550'
 LX6550'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 LX6550'
 LX6550'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6565 ***********************************************************************
 LX6565  DESIGNATION -  VAIL AZ MK
 LX6565  PID         -  LX6565
 LX6565  STATE/COUNTY-  CT/HARTFORD
 LX6565  USGS QUAD   -  BROAD BROOK (1984)
 LX6565
 LX6565                         *CURRENT SURVEY CONTROL
 LX6565  ___________________________________________________________________
 LX6565* NAD 83(1996)-  41 58 53.52278(N)    072 35 32.57777(W)     ADJUSTED  
 LX6565* NAVD 88     -        56.3    (meters)     185.     (feet)  VERTCON   
 LX6565  ___________________________________________________________________
 LX6565  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LX6565  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX6565
 LX6565  HORZ ORDER  -  SECOND
 LX6565
 LX6565.The horizontal coordinates were established by classical geodetic methods
 LX6565.and adjusted by the National Geodetic Survey in August 1998..
 LX6565
 LX6565.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6565
 LX6565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6565
 LX6565.The geoid height was determined by GEOID03.
 LX6565
 LX6565;                    North         East     Units Scale Factor Converg.
 LX6565;SPC CT       -   279,933.738   317,863.268   MT  1.00001365   +0 06 16.2
 LX6565;SPC CT       -   918,415.94  1,042,856.41   sFT  1.00001365   +0 06 16.2
 LX6565;UTM  18      - 4,650,529.962   699,457.053   MT  1.00008955   +1 36 39.5
 LX6565
 LX6565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6565!SPC CT       -   0.99999574  x   1.00001365  =   1.00000939
 LX6565!UTM  18      -   0.99999574  x   1.00008955  =   1.00008529
 LX6565
 LX6565                          SUPERSEDED SURVEY CONTROL
 LX6565
 LX6565  NAD 83(1996)-  41 58 53.52272(N)    072 35 32.57780(W) AD(       ) 2
 LX6565  NAD 83(1992)-  41 58 53.52328(N)    072 35 32.57850(W) AD(       ) 2
 LX6565  NAD 83(1992)-  41 58 53.52343(N)    072 35 32.57874(W) AD(       ) 2
 LX6565  NAD 83(1986)-  41 58 53.52478(N)    072 35 32.57935(W) AD(       ) 2
 LX6565  NAD 27      -  41 58 53.17641(N)    072 35 34.26036(W) AD(       ) 2
 LX6565  NGVD 29 (07/19/86)   56.5    (m)          185.     (f) VERT ANG       
 LX6565
 LX6565.Superseded values are not recommended for survey control.
 LX6565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6565.See file dsdata.txt to determine how the superseded data were derived.
 LX6565
 LX6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9945750530(NAD 83)
 LX6565_MARKER: DZ = AZIMUTH MARK DISK
 LX6565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX6565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6565+STABILITY: SURFACE MOTION
 LX6565
 LX6565  HISTORY     - Date     Condition        Report By
 LX6565  HISTORY     - 1979     MONUMENTED       NGS
 LX6565
 LX6565                          STATION DESCRIPTION
 LX6565
 LX6565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6565'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE CONNECTICUT
 LX6565'RIVER, 1/4 MILE WEST OF INTERSTATE HIGHWAY 91, IN THE
 LX6565'SOUTH PORTION OF THE TOWN OF ENFIELD AND ON ROAD RIGHT-OF-WAY
 LX6565'PROPERTY.
 LX6565'
 LX6565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 5
 LX6565'AND STATE HIGHWAY 190, JUST WEST OF THE ENFIELD MALL AT
 LX6565'ENFIELD, GO SOUTH ON U.S. HIGHWAY 5 FOR 0.3 MILE TO
 LX6565'TRIANGULATION STATION VAIL 1936 ON THE RIGHT.  CONTINUE
 LX6565'SOUTH ON U.S. HIGHWAY 5 FOR 0.3 MILE TO THE STATION ON
 LX6565'THE LEFT AS DESCRIBED.
 LX6565'
 LX6565'THE STATION IS A STANDARD NGS DISK
 LX6565'STAMPED---VAIL 1979---,
 LX6565'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6565'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX6565'55 FEET SOUTH FROM THE CENTER OF A PAVED DRIVEWAY,
 LX6565'34 FEET NORTH FROM UTILITY POLE SNET 171,
 LX6565'30 FEET EAST FROM THE CENTER OF U.S. HIGHWAY 5 AND
 LX6565'2.5 FEET WEST FROM A METAL WITNESS POST.
 LX6565'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX6565'STAMPED---VAIL 1979---,
 LX6565'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 LX6565'
 LX6565'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NO REFERENCE
 LX6565'MARKS WERE ESTABLISHED AT THIS STATION.
 LX6565'
 LX6565'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX6565'
 LX6565'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VAIL
 LX6565'1936 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 LX6565'
 LX6565'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3555 ***********************************************************************
 LX3555  DESIGNATION -  VAN
 LX3555  PID         -  LX3555
 LX3555  STATE/COUNTY-  CT/NEW HAVEN
 LX3555  USGS QUAD   -  WATERBURY (1984)
 LX3555
 LX3555                         *CURRENT SURVEY CONTROL
 LX3555  ___________________________________________________________________
 LX3555* NAD 83(1996)-  41 36 43.94368(N)    073 01 13.85058(W)     ADJUSTED  
 LX3555* NAVD 88     -       279.4    (meters)     917.     (feet)  VERTCON   
 LX3555  ___________________________________________________________________
 LX3555  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 LX3555  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX3555
 LX3555  HORZ ORDER  -  FIRST
 LX3555
 LX3555.The horizontal coordinates were established by classical geodetic methods
 LX3555.and adjusted by the National Geodetic Survey in August 1998..
 LX3555
 LX3555.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3555
 LX3555.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3555
 LX3555.The geoid height was determined by GEOID03.
 LX3555
 LX3555;                    North         East     Units Scale Factor Converg.
 LX3555;SPC CT       -   238,936.341   282,253.149   MT  0.99998408   -0 10 45.7
 LX3555;SPC CT       -   783,910.31    926,025.54   sFT  0.99998408   -0 10 45.7
 LX3555;UTM  18      - 4,608,613.857   664,931.823   MT  0.99993476   +1 18 53.4
 LX3555
 LX3555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3555!SPC CT       -   0.99996073  x   0.99998408  =   0.99994481
 LX3555!UTM  18      -   0.99996073  x   0.99993476  =   0.99989550
 LX3555
 LX3555|---------------------------------------------------------------------|
 LX3555| PID    Reference Object                     Distance      Geod. Az  |
 LX3555|                                                           dddmmss.s |
 LX3555| CB5070 VAN RM 1                             21.245 METERS 08037     |
 LX3555| CB5071 VAN RM 2                             20.535 METERS 19142     |
 LX3555| LX3563 WATERBURY CLOUGH ST TANK            APPROX. 7.5 KM 2250958.6 |
 LX3555| LX3567 WATERTOWN SE MUN STANDPIPE          APPROX. 7.8 KM 2330504.4 |
 LX3555| LX3566 WATERTOWN NE MUN TANK               APPROX. 6.1 KM 2715057.8 |
 LX3555| LX3526 HOWE                                APPROX. 6.7 KM 2854347.1 |
 LX3555|---------------------------------------------------------------------|
 LX3555
 LX3555                          SUPERSEDED SURVEY CONTROL
 LX3555
 LX3555  NAD 83(1992)-  41 36 43.94330(N)    073 01 13.85091(W) AD(       ) 1
 LX3555  NAD 83(1986)-  41 36 43.94512(N)    073 01 13.85269(W) AD(       ) 1
 LX3555  NAD 27      -  41 36 43.59521(N)    073 01 15.46863(W) AD(       ) 1
 LX3555  NGVD 29 (07/19/86)  279.7    (m)          918.     (f) VERT ANG       
 LX3555
 LX3555.Superseded values are not recommended for survey control.
 LX3555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3555.See file dsdata.txt to determine how the superseded data were derived.
 LX3555
 LX3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6493208614(NAD 83)
 LX3555_MARKER: DS = TRIANGULATION STATION DISK
 LX3555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX3555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX3555
 LX3555  HISTORY     - Date     Condition        Report By
 LX3555  HISTORY     - 1981     MONUMENTED       NGS
 LX3555
 LX3555                          STATION DESCRIPTION
 LX3555
 LX3555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3555'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTH-NORTHEAST FROM
 LX3555'DOWNTOWN WATERBURY, 2.4 KM (1.5 MI) WEST FROM WOLCOTT AND ABOUT
 LX3555'1.1 KM (0.7 MI) NORTH-NORTHEAST FROM BUCKS HILL SCHOOL, ON
 LX3555'BUCKSHILL, NEAR A STANDPIPE.
 LX3555'OWNERSHIP--MR VAN DICORPO, 76 HURDS HILL ROAD,
 LX3555'WOODBURY CT 06798.
 LX3555'
 LX3555'TO REACH THE STATION FROM EXIT 36 ON ROUTE 8, NORTH OF WATERBURY,
 LX3555'GO EAST ON HOMER STREET WHICH BECOMES CHASE AVENUE FOR 2.4 KM
 LX3555'(1.5 MI) TO A REVERSE Y-STREET LEFT AND A B P SERVICE
 LX3555'STATION ON THE LEFT.  TURN LEFT AND GO NORTH ON NORTH MAIN
 LX3555'STREET FOR 1.4 KM (0.9 MI) TO A FORK, CONTINUE STRAIGHT AHEAD
 LX3555'ON NORTH MAIN STREET FOR 1.3 KM (0.8 MI) TO A SIDE ROAD LEFT
 LX3555'TURN LEFT ON GRASSY HILL ROAD, FOR 0.8 KM (0.5 MI)
 LX3555'TO THE TOP OF HILL, THEN RIGHT, EAST ON PAVED STREET THAT
 LX3555'BECOMES DIRT FOR 0.4 KM (0.25 MI) TO A WOODS ROAD ON THE LEFT.
 LX3555'TURN LEFT, NORTH ON WOODS ROAD FOR 30 METERS (98.4 FT)
 LX3555'TO THE STATION ON THE RIGHT.
 LX3555'
 LX3555'THE STATION IS A STANDARD NGS DISK
 LX3555'STAMPED---VAN 1981---,
 LX3555'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX3555'FLUSH WITH GROUND.  IT IS LOCATED
 LX3555'20.7 METERS (67.91 FT) SOUTH-SOUTHWEST FROM A CHAINLINK FENCE
 LX3555'AROUND A STANDPIPE,
 LX3555'4.9 METERS (16.1 FT) NORTH-NORTHEAST FROM THE CENTER OF THE WOODS
 LX3555'ROAD AND
 LX3555'1.4 METERS (4.6 FT) SOUTH FROM A METAL WITNESS POST.
 LX3555'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX3555'STAMPED---VAN 1981---,
 LX3555'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX3555'
 LX3555'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3555'STAMPED---VAN NO 1 1981---,
 LX3555'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3555'12.3 METERS (40.3 FT) SOUTHWEST FROM A CHAINLINK FENCE CORNER,
 LX3555'17.1 METERS (56.1 FT) WEST FROM A UTILITY POLE WITH TRANSFORMER
 LX3555'AND
 LX3555'1.2 METERS (3.9  FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 LX3555'MARK IS BELOW STATION 0.3 METER.
 LX3555'
 LX3555'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3555'STAMPED---VAN NO 2 1981---,
 LX3555'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3555'41.23 METERS (135.3 FT) SOUTH-SOUTHWEST FROM THE FENCE AND
 LX3555'0.85 METER (2.8 FT) NORTH FROM A METAL WITNESS POST.
 LX3555'MARK IS BELOW STATION 1 METER.
 LX3555'
 LX3555'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.3 METERS.
 LX3555'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6435 ***********************************************************************
 LX6435  DESIGNATION -  VEDDER
 LX6435  PID         -  LX6435
 LX6435  STATE/COUNTY-  CT/NEW HAVEN
 LX6435  USGS QUAD   -  BRANFORD (1984)
 LX6435
 LX6435                         *CURRENT SURVEY CONTROL
 LX6435  ___________________________________________________________________
 LX6435* NAD 83(1996)-  41 15 57.57805(N)    072 45 37.93491(W)     ADJUSTED  
 LX6435* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6435  ___________________________________________________________________
 LX6435  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 LX6435  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX6435
 LX6435  HORZ ORDER  -  THIRD
 LX6435
 LX6435.The horizontal coordinates were established by classical geodetic methods
 LX6435.and adjusted by the National Geodetic Survey in August 1998..
 LX6435
 LX6435.The orthometric height was scaled from a topographic map.
 LX6435
 LX6435.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6435
 LX6435.The geoid height was determined by GEOID03.
 LX6435
 LX6435;                    North         East     Units Scale Factor Converg.
 LX6435;SPC CT       -   200,450.428   303,917.616   MT  0.99999399   -0 00 25.2
 LX6435;SPC CT       -   657,644.45    997,103.05   sFT  0.99999399   -0 00 25.2
 LX6435;SPC NY L     -   122,814.943   403,860.781   MT  1.00002120   +0 48 38.6
 LX6435;SPC NY L     -   402,935.36  1,324,999.91   sFT  1.00002120   +0 48 38.6
 LX6435;UTM  18      - 4,570,704.222   687,589.317   MT  1.00003310   +1 28 38.9
 LX6435
 LX6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6435!SPC CT       -   1.00000461  x   0.99999399  =   0.99999860
 LX6435!SPC NY L     -   1.00000461  x   1.00002120  =   1.00002581
 LX6435!UTM  18      -   1.00000461  x   1.00003310  =   1.00003771
 LX6435
 LX6435|---------------------------------------------------------------------|
 LX6435| PID    Reference Object                     Distance      Geod. Az  |
 LX6435|                                                           dddmmss.s |
 LX6435| CZ8053 VEDDER RM 2                           7.300 METERS 11000     |
 LX6435| LX6445 MONONOTTO ISLAND CUPOLA             APPROX. 1.0 KM 1353131.7 |
 LX6435| LX6430 ROGERS ISLAND CHIMNEY               APPROX. 0.7 KM 1971234.9 |
 LX6435| LX6421 LEWIS ISLAND CHIMNEY                323.802 METERS 22949     |
 LX6435| LX6422 BROWN POINT CHIMNEY                 APPROX. 1.1 KM 2571857.2 |
 LX6435| CZ8052 VEDDER RM 1                          14.080 METERS 33707     |
 LX6435|---------------------------------------------------------------------|
 LX6435
 LX6435                          SUPERSEDED SURVEY CONTROL
 LX6435
 LX6435  NAD 83(1992)-  41 15 57.57716(N)    072 45 37.93474(W) AD(       ) 3
 LX6435  NAD 83(1986)-  41 15 57.57924(N)    072 45 37.93780(W) AD(       ) 3
 LX6435  NAD 27      -  41 15 57.23100(N)    072 45 39.58900(W) AD(       ) 3
 LX6435
 LX6435.Superseded values are not recommended for survey control.
 LX6435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6435.See file dsdata.txt to determine how the superseded data were derived.
 LX6435
 LX6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8758970704(NAD 83)
 LX6435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6435_SETTING: 66 = SET IN ROCK OUTCROP
 LX6435_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6435+STABILITY: POSITION/ELEVATION WELL
 LX6435
 LX6435  HISTORY     - Date     Condition        Report By
 LX6435  HISTORY     - 1933     MONUMENTED       CGS
 LX6435  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6435  HISTORY     - 19910106 GOOD             USPSQD
 LX6435
 LX6435                          STATION DESCRIPTION
 LX6435
 LX6435'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6435'THIS STATION IS LOCATED ON THE SW EXTREMITY OF WHAT THE CHART
 LX6435'CALLS PLEASANT POINT BUT WHICH IS KNOWN LOCALLY AS VEDDERS
 LX6435'POINT.  DIRECTLY TO W, ACROSS A SMALL BIGHT, IS THE LOADING
 LX6435'DOCK OF THE NEW HAVEN TRAP ROCK COUNTY.  THE LOCATION IS
 LX6435'PRACTICALLY AN ISLET, CUT OFF TO THE N AND NE BY A TIDAL MARSH.
 LX6435'
 LX6435'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX6435'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, AND 12A.
 LX6435'
 LX6435'THE STATION IS ON THE LEDGE MARKING THE SHORE, ABOUT 3 METERS
 LX6435'OUTSIDE THE VEGETATION LINE AND ABOUT 5 METERS FROM HIGH
 LX6435'WATER LINE.
 LX6435'
 LX6435'REFERENCE MARK NO.1 BEARS N 10 DEG W (MAGNETIC).
 LX6435'
 LX6435'REFERENCE MARK NO.2 BEARS S 55 DEG E (MAGNETIC).
 LX6435'
 LX6435'BOTH REFERENCE MARKS ARE IN THE SAME LEDGE AS THE STATION.
 LX6435'
 LX6435'THE ISLET IS THE PROPERTY OF THE NEW HAVEN TRAP ROCK COUNTY.
 LX6435'
 LX6435'HEIGHT OF LIGHT ABOVE STATION MARK 2.4 METERS.
 LX6435
 LX6435                          STATION RECOVERY (1961)
 LX6435
 LX6435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6435'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX6435'CONDITION.  THE STATION IS STAMPED, VEDDER 1933 AND THE R.M.S
 LX6435'ARE STAMPED, VEDDER NO.1 1933 AND VEDDER NO.2 1933.  THE
 LX6435'DISTANCE AND MAGNETIC BEARING TO THE R.M.S WERE CHECKED AND
 LX6435'FOUND CORRECT AS PUBLISHED.
 LX6435'
 LX6435'THE ORIGINAL DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND
 LX6435'ADEQUATE FOR RECOVERY.
 LX6435
 LX6435                          STATION RECOVERY (1991)
 LX6435
 LX6435'RECOVERY NOTE BY US POWER SQUADRON 1991 (SEW)
 LX6435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5000 ***********************************************************************
 LX5000  DESIGNATION -  VERNON CONG CHURCH SPIRE
 LX5000  PID         -  LX5000
 LX5000  STATE/COUNTY-  CT/TOLLAND
 LX5000  USGS QUAD   -  ROCKVILLE (1984)
 LX5000
 LX5000                         *CURRENT SURVEY CONTROL
 LX5000  ___________________________________________________________________
 LX5000* NAD 83(1996)-  41 50 17.54596(N)    072 28 00.50934(W)     ADJUSTED  
 LX5000* NAVD 88     -                                                        
 LX5000  ___________________________________________________________________
 LX5000  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 LX5000  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX5000
 LX5000  HORZ ORDER  -  THIRD
 LX5000
 LX5000.The horizontal coordinates were established by classical geodetic methods
 LX5000.and adjusted by the National Geodetic Survey in August 1998..
 LX5000
 LX5000
 LX5000.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5000
 LX5000.The geoid height was determined by GEOID03.
 LX5000
 LX5000;                    North         East     Units Scale Factor Converg.
 LX5000;SPC CT       -   264,040.752   328,322.503   MT  0.99999724   +0 11 16.0
 LX5000;SPC CT       -   866,273.70  1,077,171.41   sFT  0.99999724   +0 11 16.0
 LX5000;UTM  18      - 4,634,915.330   710,331.189   MT  1.00014441   +1 41 25.2
 LX5000
 LX5000                          SUPERSEDED SURVEY CONTROL
 LX5000
 LX5000  NAD 83(1996)-  41 50 17.54559(N)    072 28 00.50940(W) AD(       ) 4
 LX5000  NAD 83(1992)-  41 50 17.54589(N)    072 28 00.50963(W) AD(       ) 4
 LX5000  NAD 83(1992)-  41 50 17.54679(N)    072 28 00.51037(W) AD(       ) 4
 LX5000  NAD 83(1986)-  41 50 17.54742(N)    072 28 00.51039(W) AD(       ) 4
 LX5000  NAD 27      -  41 50 17.19000(N)    072 28 02.21000(W) AD(       ) 3
 LX5000
 LX5000.Superseded values are not recommended for survey control.
 LX5000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5000.See file dsdata.txt to determine how the superseded data were derived.
 LX5000
 LX5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1033134915(NAD 83)
 LX5000
 LX5000  HISTORY     - Date     Condition        Report By
 LX5000  HISTORY     - 1936     MONUMENTED       CGS
 LX5000  HISTORY     - 1962     SEE DESCRIPTION  AMS
 LX5000
 LX5000                          STATION DESCRIPTION
 LX5000
 LX5000'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CJT)
 LX5000'THE WHITE CONGREGATIONAL CHURCH IS IN THE CENTER OF VERNON ON
 LX5000'THE WEST SIDE OF STATE HIGHWAY 15, ABOUT 2-1/2 MILES SOUTH OF
 LX5000'ROCKVILLE.  THE POINT OBSERVED ON WAS THE TOP OF THE SPIRE.
 LX5000'
 LX5000'OBSERVED FROM BOX HILL AND WICKHAM.
 LX5000
 LX5000                          STATION RECOVERY (1962)
 LX5000
 LX5000'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1962
 LX5000'STATION WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6817 ***********************************************************************
 LX6817  DESIGNATION -  VICCHITTOS BARN VENT
 LX6817  PID         -  LX6817
 LX6817  STATE/COUNTY-  CT/MIDDLESEX
 LX6817  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6817
 LX6817                         *CURRENT SURVEY CONTROL
 LX6817  ___________________________________________________________________
 LX6817* NAD 83(1996)-  41 32 22.96614(N)    072 36 43.79612(W)     ADJUSTED  
 LX6817* NAVD 88     -                                                        
 LX6817  ___________________________________________________________________
 LX6817  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 LX6817  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX6817
 LX6817  HORZ ORDER  -  THIRD
 LX6817
 LX6817.The horizontal coordinates were established by classical geodetic methods
 LX6817.and adjusted by the National Geodetic Survey in August 1998..
 LX6817
 LX6817
 LX6817.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6817
 LX6817.The geoid height was determined by GEOID03.
 LX6817
 LX6817;                    North         East     Units Scale Factor Converg.
 LX6817;SPC CT       -   230,858.830   316,302.023   MT  0.99998315   +0 05 29.0
 LX6817;SPC CT       -   757,409.34  1,037,734.22   sFT  0.99998315   +0 05 29.0
 LX6817;UTM  18      - 4,601,426.318   699,180.531   MT  1.00008825   +1 35 02.3
 LX6817
 LX6817                          SUPERSEDED SURVEY CONTROL
 LX6817
 LX6817  NAD 83(1992)-  41 32 22.96541(N)    072 36 43.79605(W) AD(       ) 4
 LX6817  NAD 83(1986)-  41 32 22.96740(N)    072 36 43.79817(W) AD(       ) 4
 LX6817  NAD 27      -  41 32 22.61000(N)    072 36 45.47400(W) AD(       ) 3
 LX6817
 LX6817.Superseded values are not recommended for survey control.
 LX6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6817.See file dsdata.txt to determine how the superseded data were derived.
 LX6817
 LX6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9918101426(NAD 83)
 LX6817
 LX6817  HISTORY     - Date     Condition        Report By
 LX6817  HISTORY     - 1935     MONUMENTED       CGS
 LX6817
 LX6817                          STATION DESCRIPTION
 LX6817
 LX6817'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6817'THE PROPERTY OF MR. DOMINIE VICHITTO IS REACHED FROM SOUTH
 LX6817'TOWN LINE OF MIDDLETOWN BY TURNING LEFT ON RESERVOIR ROAD, AND
 LX6817'GOING TO THE TOP OF THE HILL.  AT THE TOP OF THE HILL THE ROAD
 LX6817'TURNS SOUTHERLY.  THE HOUSE IS SITUATED A LITTLE S OF THE
 LX6817'BEND IN THE ROAD AND IS A TWO-STORY FRAME BUILDING WITH A
 LX6817'DIAGONALLY STRIPED ROOF OF GREEN, RED AND PURPLE COMPOSITION
 LX6817'SHINGLES.
 LX6817'
 LX6817'THE BARN IS SOUTHEASTERLY OF THE HOUSE.  IT IS A FRAME
 LX6817'BUILDING WITH AN OVERHANGING ROOF ON THE S END.  THE METAL
 LX6817'VENTILATOR IS IN THE CENTER OF THE BARN ROOF.  THERE ARE
 LX6817'LIGHTNING RODS ON THE RIDGE POLE.  THERE ARE TWO SILOS ON THE E
 LX6817'SIDE OF THE BARN.
 LX6817'
 LX6817'THE CENTER IS THE CENTER LINE OF THE METAL VENTILATOR.
 LX6817'
 LX6817'IT IS ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3624 ***********************************************************************
 LW3624  DESIGNATION -  VIEW
 LW3624  PID         -  LW3624
 LW3624  STATE/COUNTY-  CT/WINDHAM
 LW3624  USGS QUAD   -  PLAINFIELD (1983)
 LW3624
 LW3624                         *CURRENT SURVEY CONTROL
 LW3624  ___________________________________________________________________
 LW3624* NAD 83(1996)-  41 40 49.09379(N)    071 53 19.11638(W)     ADJUSTED  
 LW3624* NAVD 88     -       134.2    (meters)     440.     (feet)  VERTCON   
 LW3624  ___________________________________________________________________
 LW3624  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 LW3624  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW3624
 LW3624  HORZ ORDER  -  SECOND
 LW3624
 LW3624.The horizontal coordinates were established by classical geodetic methods
 LW3624.and adjusted by the National Geodetic Survey in August 1998..
 LW3624
 LW3624.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3624
 LW3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3624
 LW3624.The geoid height was determined by GEOID03.
 LW3624
 LW3624;                    North         East     Units Scale Factor Converg.
 LW3624;SPC CT       -   246,821.703   376,518.581   MT  0.99998641   +0 34 16.1
 LW3624;SPC CT       -   809,780.87  1,235,294.71   sFT  0.99998641   +0 34 16.1
 LW3624;SPC RI       -    66,372.885    67,640.102   MT  1.00000663   -0 15 30.4
 LW3624;SPC RI       -   217,758.37    221,915.90   sFT  1.00000663   -0 15 30.4
 LW3624;UTM  19      - 4,618,313.913   259,563.772   MT  1.00031145   -1 55 18.4
 LW3624
 LW3624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3624!SPC CT       -   0.99998368  x   0.99998641  =   0.99997009
 LW3624!SPC RI       -   0.99998368  x   1.00000663  =   0.99999031
 LW3624!UTM  19      -   0.99998368  x   1.00031145  =   1.00029513
 LW3624
 LW3624|---------------------------------------------------------------------|
 LW3624| PID    Reference Object                     Distance      Geod. Az  |
 LW3624|                                                           dddmmss.s |
 LW3624| CB8616 VIEW RM 1                             8.937 METERS 15028     |
 LW3624| LW3623 VIEW 1974 A PT                       10.214 METERS 15104     |
 LW3624| LW3612 PLAINFIELD MUN TANK                 APPROX. 3.0 KM 2615621.5 |
 LW3624| LW3614 HOLT                                APPROX. 5.0 KM 2663532.1 |
 LW3624| CB8617 VIEW RM 2                             5.733 METERS 27916     |
 LW3624| LW3601 PLAINFIELD CONG CHURCH SPIRE        APPROX. 2.2 KM 2835300.8 |
 LW3624| CB8618 VIEW RM 3                                          29212     |
 LW3624|---------------------------------------------------------------------|
 LW3624
 LW3624                          SUPERSEDED SURVEY CONTROL
 LW3624
 LW3624  NAD 83(1996)-  41 40 49.09304(N)    071 53 19.11594(W) AD(       ) 2
 LW3624  NAD 83(1992)-  41 40 49.09289(N)    071 53 19.11581(W) AD(       ) 2
 LW3624  NAD 83(1992)-  41 40 49.09294(N)    071 53 19.11655(W) AD(       ) 2
 LW3624  NAD 83(1986)-  41 40 49.09309(N)    071 53 19.11636(W) AD(       ) 2
 LW3624  NAD 27      -  41 40 48.73743(N)    071 53 20.85596(W) AD(       ) 2
 LW3624  NGVD 29 (07/19/86)  134.4    (m)          441.     (f) VERT ANG       
 LW3624
 LW3624.Superseded values are not recommended for survey control.
 LW3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3624.See file dsdata.txt to determine how the superseded data were derived.
 LW3624
 LW3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5956418314(NAD 83)
 LW3624_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3624_SETTING: 80 = SET IN A BOULDER
 LW3624_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3624+STABILITY: SURFACE MOTION
 LW3624
 LW3624  HISTORY     - Date     Condition        Report By
 LW3624  HISTORY     - 1974     MONUMENTED       NGS
 LW3624
 LW3624                          STATION DESCRIPTION
 LW3624
 LW3624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3624'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF MOOSUP, 1-1/2
 LW3624'MILES EAST OF PLAINFIELD, 1 MILE EAST OF STATE HIGHWAY 52
 LW3624'(CONNECTICUT TURNPIKE) AND ON THE NORTH SIDE OF STATE HIGHWAY
 LW3624'14A.  IT IS ON THE ROAD RIGHT-OF-WAY.
 LW3624'
 LW3624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52 AND
 LW3624'STATE HIGHWAY 14A, JUST EAST OF THE TOWN OF PLAINFIELD, GO EAST
 LW3624'ON STATE HIGHWAY 14A FOR 1.1 MILES TO FRANK SMITH ROAD ON THE
 LW3624'LEFT.  CONTINUE EAST ON STATE HIGHWAY 14A FOR 0.35 MILE TO AN
 LW3624'OPENING IN THE ROCK FENCE AND REFERENCE MARK 3 ON THE LEFT,
 LW3624'CONTINUE EAST ON STATE HIGHWAY 14A FOR 0.15 MILE TO THE STATION
 LW3624'ON THE LEFT.
 LW3624'
 LW3624'THE STATION MARK, STAMPED VIEW 1974, IS A STANDARD DISK CEMENTED
 LW3624'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER WHICH IS ABOUT 7
 LW3624'FEET ACROSS AND PROJECTS ABOUT 3 FEET ABOVE THE GROUND
 LW3624'SURFACE.  IT IS 32 FEET NORTHEAST OF THE CENTERLINE OF STATE
 LW3624'HIGHWAY 14A, 15 FEET SOUTHWEST OF A ROCK FENCE AND 12.0 FEET
 LW3624'EAST OF POWERLINE POLE NUMBER 369.
 LW3624'
 LW3624'REFERENCE MARK 1, STAMPED VIEW NO 1 1974, IS A STANDARD DISK SET
 LW3624'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LW3624'GROUND SURFACE.  IT IS 34.6 FEET SOUTHEAST OF THE POWERLINE POLE,
 LW3624'24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 22 FEET
 LW3624'SOUTHWEST OF THE ROCK FENCE.
 LW3624'
 LW3624'REFERENCE MARK 2, STAMPED VIEW NO 2 1974, IS A STANDARD DISK
 LW3624'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH PROJECTS
 LW3624'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 22 FEET NORTHEAST
 LW3624'OF THE CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHWEST OF THE ROCK
 LW3624'FENCE AND 8.4 FEET NORTHWEST OF THE POWERLINE POLE.
 LW3624'
 LW3624'REFERENCE MARK 3, STAMPED VIEW NO 3 1974, IS A STANDARD DISK
 LW3624'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK WHICH
 LW3624'IS ABOUT 12 INCHES ACROSS AND FLUSH WITH THE GROUND SURFACE.  IT
 LW3624'IS 62 FEET EAST OF POWERLINE POLE NUMBER 384, 23 FEET NORTH OF
 LW3624'THE CENTERLINE OF STATE HIGHWAY 14A, 11.7 FEET EAST OF THE WEST
 LW3624'GATE POST, 8.5 FEET WEST OF THE EAST GATE POST AND IN THE CENTER
 LW3624'OF AN OPENING IN THE ROCK FENCE AND A GATE LEADING INTO AN
 LW3624'APPLE ORCHARD.
 LW3624'
 LW3624'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2 DUE TO A
 LW3624'POWERLINE POLE ON LINE.
 LW3624'
 LW3624'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4829 ***********************************************************************
 LX4829  DESIGNATION -  VILLAGE
 LX4829  PID         -  LX4829
 LX4829  STATE/COUNTY-  CT/NEW LONDON
 LX4829  USGS QUAD   -  WILLIMANTIC (1984)
 LX4829
 LX4829                         *CURRENT SURVEY CONTROL
 LX4829  ___________________________________________________________________
 LX4829* NAD 83(1996)-  41 41 01.20641(N)    072 12 56.08833(W)     ADJUSTED  
 LX4829* NAVD 88     -       197.6    (meters)     648.     (feet)  VERTCON   
 LX4829  ___________________________________________________________________
 LX4829  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LX4829  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX4829
 LX4829  HORZ ORDER  -  FIRST
 LX4829
 LX4829.The horizontal coordinates were established by classical geodetic methods
 LX4829.and adjusted by the National Geodetic Survey in August 1998..
 LX4829
 LX4829.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4829
 LX4829.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4829
 LX4829.The geoid height was determined by GEOID03.
 LX4829
 LX4829;                    North         East     Units Scale Factor Converg.
 LX4829;SPC CT       -   246,975.539   349,295.437   MT  0.99998656   +0 21 15.7
 LX4829;SPC CT       -   810,285.58  1,145,980.11   sFT  0.99998656   +0 21 15.7
 LX4829;UTM  18      - 4,618,401.663   731,748.285   MT  1.00026096   +1 51 09.0
 LX4829
 LX4829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4829!SPC CT       -   0.99997370  x   0.99998656  =   0.99996026
 LX4829!UTM  18      -   0.99997370  x   1.00026096  =   1.00023465
 LX4829
 LX4829|---------------------------------------------------------------------|
 LX4829| PID    Reference Object                     Distance      Geod. Az  |
 LX4829|                                                           dddmmss.s |
 LX4829| CZ8054 VILLAGE RM 1                         20.389 METERS 02353     |
 LX4829| LX4823 AIRPORT BCN WINDHAM APT             APPROX. 7.0 KM 0251933.1 |
 LX4829| LX4826 WILLIMANTIC RAD WILI MAST           APPROX. 4.2 KM 0314711.9 |
 LX4829| LX4822 BALLY                               APPROX. 5.8 KM 0521842.6 |
 LX4829| CZ8056 VILLAGE RM 3                                       12856     |
 LX4829| CZ8055 VILLAGE RM 2                         19.127 METERS 18544     |
 LX4829| LX4830 WILLIMANTIC KCE 84 MICROWAVE         87.007 METERS 20454     |
 LX4829|---------------------------------------------------------------------|
 LX4829
 LX4829                          SUPERSEDED SURVEY CONTROL
 LX4829
 LX4829  NAD 83(1996)-  41 41 01.20585(N)    072 12 56.08797(W) AD(       ) 1
 LX4829  NAD 83(1992)-  41 41 01.20580(N)    072 12 56.08798(W) AD(       ) 1
 LX4829  NAD 83(1992)-  41 41 01.20670(N)    072 12 56.08926(W) AD(       ) 1
 LX4829  NAD 83(1986)-  41 41 01.20689(N)    072 12 56.08922(W) AD(       ) 1
 LX4829  NAD 27      -  41 41 00.85007(N)    072 12 57.80441(W) AD(       ) 3
 LX4829  NGVD 29 (07/19/86)  197.9    (m)          649.     (f) VERT ANG       
 LX4829
 LX4829.Superseded values are not recommended for survey control.
 LX4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4829.See file dsdata.txt to determine how the superseded data were derived.
 LX4829
 LX4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3174818402(NAD 83)
 LX4829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4829
 LX4829  HISTORY     - Date     Condition        Report By
 LX4829  HISTORY     - 1975     MONUMENTED       NGS
 LX4829
 LX4829                          STATION DESCRIPTION
 LX4829
 LX4829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4829'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF LEBANON, 3
 LX4829'MILES SOUTHWEST OF WINDHAM, 2 MILES SOUTH OF WILLIMANTIC AND ON
 LX4829'THE PROPERTY OF MR. MICHAEL RICE, WILI RADIO STATION, POST OFFICE
 LX4829'BOX 496, WILLIMANTIC, CONNECTICUT.  06226.  HIS RESIDENCE
 LX4829'TELEPHONE NUMBER IS 423-1767 AND HIS BUSINESS TELEPHONE NUMBER IS
 LX4829'423-1621.
 LX4829'
 LX4829'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON, GO
 LX4829'SOUTHWEST ON STATE HIGHWAY 207 FOR 0.1 MILE TO THE JUNCTION OF
 LX4829'STATE HIGHWAY 87.  TURN RIGHT AND GO NORTHWEST ON STATE HIGHWAY
 LX4829'87 FOR 0.9 MILE TO WHERE STATE HIGHWAY 87 BEARS TO THE LEFT AND
 LX4829'STATE HIGHWAY 289 CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT
 LX4829'AHEAD FOLLOWING STATE HIGHWAY 289 FOR 1.8 MILES TO A SIDE ROAD
 LX4829'RIGHT, TURN RIGHT AND GO NORTHEAST ON BENDER ROAD FOR 0.8 MILE
 LX4829'TO THE END OF BENDER ROAD AND GATES ROAD ON THE LEFT, TURN
 LX4829'LEFT AND GO NORTHWEST ON GATES ROAD FOR 0.35 MILE TO WHERE
 LX4829'GATES ROAD TURNS RIGHT, TURN RIGHT AND CONTINUE FOLLOWING
 LX4829'GATES ROAD EAST FOR 0.2 MILE TO A GATE ON THE RIGHT AND THE
 LX4829'STATION AS DESCRIBED.
 LX4829'
 LX4829'THE STATION MARKS ARE STANDARD DISKS STAMPED VILLAGE 1975.  THE
 LX4829'SURFACE MARK IS SET IN THE TOP OF 12-INCH ROUND CONCRETE POST
 LX4829'WHICH IS FLUSH WITH THE GROUND SURFACE.  THE UNDERGROUND MARK IS
 LX4829'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT
 LX4829'48 INCHES BELOW THE GROUND SURFACE.  THEY ARE 51 FEET SOUTH OF
 LX4829'THE APPROXIMATE CENTER OF GATES ROAD, 46 FEET NORTHEAST OF A ROCK
 LX4829'WALL, 34 FEET SOUTH-SOUTHEAST OF A ROCK WALL AND 34.5 FEET
 LX4829'SOUTH OF THE CENTER OF A WOODEN GATE.
 LX4829'
 LX4829'REFERENCE MARK 1, STAMPED VILLAGE NO 1 1975, IS A STANDARD
 LX4829'DISK SET IN THE TOP OF 12-INCH ROUND CONCRETE POST WHICH IS
 LX4829'FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET EAST-NORTHEAST OF
 LX4829'THE CENTER OF THE WOODEN GATE, 19 FEET SOUTHEAST OF THE CENTER OF
 LX4829'GATES ROAD, 6.8 FEET NORTHEAST OF A METAL WITNESS POST AND 2
 LX4829'FEET SOUTH-SOUTHEAST OF A ROCK WALL.
 LX4829'
 LX4829'REFERENCE MARK 2, STAMPED VILLAGE NO 2 1975, IS A STANDARD DISK
 LX4829'SET IN THE TOP OF A 12-INCH CONCRETE POST WHICH IS FLUSH
 LX4829'WITH THE GROUND SURFACE.  IT IS 3.5 FEET NORTHEAST OF THE CORNER
 LX4829'OF A ROCK WALL, 2.5 FEET SOUTH OF A METAL WITNESS POST AND 2.3
 LX4829'FEET NORTH OF A 16-INCH PINE TREE.
 LX4829'
 LX4829'REFERENCE MARK 3, STAMPED VILLAGE NO 3 1975, IS A STANDARD
 LX4829'DISK CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK WHICH
 LX4829'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 10 FEET
 LX4829'EAST OF A 4-INCH BIRCH TREE, 5.8 FEET EAST-NORTHEAST OF A METAL
 LX4829'WITNESS POST AND 2.4 FEET SOUTH OF A 4-INCH CEDAR TREE.
 LX4829'
 LX4829'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5937 ***********************************************************************
 LX5937  DESIGNATION -  VINCENT
 LX5937  PID         -  LX5937
 LX5937  STATE/COUNTY-  CT/MIDDLESEX
 LX5937  USGS QUAD   -  ESSEX (1977)
 LX5937
 LX5937                         *CURRENT SURVEY CONTROL
 LX5937  ___________________________________________________________________
 LX5937* NAD 83(1996)-  41 18 47.83805(N)    072 29 29.91655(W)     ADJUSTED  
 LX5937* NAVD 88     -        63.8    (meters)     209.     (feet)  VERTCON   
 LX5937  ___________________________________________________________________
 LX5937  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX5937  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX5937
 LX5937  HORZ ORDER  -  FIRST
 LX5937
 LX5937.The horizontal coordinates were established by classical geodetic methods
 LX5937.and adjusted by the National Geodetic Survey in August 1998..
 LX5937
 LX5937.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5937
 LX5937.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5937
 LX5937.The geoid height was determined by GEOID03.
 LX5937
 LX5937;                    North         East     Units Scale Factor Converg.
 LX5937;SPC CT       -   205,735.171   326,433.995   MT  0.99999050   +0 10 16.7
 LX5937;SPC CT       -   674,982.81  1,070,975.53   sFT  0.99999050   +0 10 16.7
 LX5937;UTM  18      - 4,576,571.197   709,963.312   MT  1.00014257   +1 39 23.6
 LX5937
 LX5937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5937!SPC CT       -   0.99999474  x   0.99999050  =   0.99998524
 LX5937!UTM  18      -   0.99999474  x   1.00014257  =   1.00013731
 LX5937
 LX5937|---------------------------------------------------------------------|
 LX5937| PID    Reference Object                     Distance      Geod. Az  |
 LX5937|                                                           dddmmss.s |
 LX5937| CZ8057 VINCENT RM 1                         25.580 METERS 02036     |
 LX5937| LX5872 WINTHROP                            APPROX. 4.5 KM 0220225.0 |
 LX5937| CZ8058 VINCENT RM 2                         23.778 METERS 09609     |
 LX5937| LX6212 HAMMONASSETT BEACH ST PK TANK       APPROX. 7.7 KM 2230800.9 |
 LX5937|---------------------------------------------------------------------|
 LX5937
 LX5937                          SUPERSEDED SURVEY CONTROL
 LX5937
 LX5937  NAD 83(1992)-  41 18 47.83715(N)    072 29 29.91629(W) AD(       ) 1
 LX5937  NAD 83(1986)-  41 18 47.83921(N)    072 29 29.91955(W) AD(       ) 1
 LX5937  NAD 27      -  41 18 47.48446(N)    072 29 31.60196(W) AD(       ) 1
 LX5937  NGVD 29 (07/19/86)   64.1    (m)          210.     (f) VERT ANG       
 LX5937
 LX5937.Superseded values are not recommended for survey control.
 LX5937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5937.See file dsdata.txt to determine how the superseded data were derived.
 LX5937
 LX5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0996376571(NAD 83)
 LX5937_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX5937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5937+STABILITY: SURFACE MOTION
 LX5937
 LX5937  HISTORY     - Date     Condition        Report By
 LX5937  HISTORY     - 1976     MONUMENTED       NGS
 LX5937  HISTORY     - 19981125 GOOD             USPSQD
 LX5937
 LX5937                          STATION DESCRIPTION
 LX5937
 LX5937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5937'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF THE CENTER OF
 LX5937'THE RAYMOND E. BALDWIN BRIDGE OVER THE CONNECTICUT RIVER, ON
 LX5937'INTERSTATE HIGHWAY 95, 3 MILES NORTHWEST OF WESTBROOK, 3 MILES
 LX5937'NORTHEAST OF CLINTON AND ON THE PROPERTY OF MR. CHARLES J.
 LX5937'VINCENT, HORSE HILL ROAD, WESTBROOK, CONNECTICUT.  06498
 LX5937'
 LX5937'TO REACH THE STATION FROM THE CENTER OF THE RAYMOND E. BALDWIN
 LX5937'BRIDGE OVER THE CONNECTICUT RIVER, ON INTERSTATE HIGHWAY 95, GO
 LX5937'WEST ON INTERSTATE HIGHWAY 95 FOR 7.7 MILES TO EXIT 64 AND
 LX5937'STATE HIGHWAY 145, WHICH IS ALSO HORSE HILL ROAD, ON THE RIGHT.
 LX5937'TURN RIGHT AND GO NORTH ON HIGHWAY 145 FOR 1.25 MILE TO MR.
 LX5937'VINCENTS DRIVEWAY AND HOME ON THE RIGHT.  TURN RIGHT AND GO
 LX5937'EAST, UP THE DRIVEWAY, FOR 0.1 MILE TO THE STATION ON THE RIGHT
 LX5937'AS DESCRIBED.
 LX5937'
 LX5937'THE STATION MARKS ARE STANDARD DISKS STAMPED---VINCENT 1975---.
 LX5937'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX5937'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 LX5937'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX5937'CONCRETE WHICH IS ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 LX5937'THEY ARE 67 FEET SOUTHEAST OF A DRIVEWAY LEADING TO A FRAME
 LX5937'HOUSE, 64 FEET EAST-NORTHEAST OF A ROCK FENCE, 32 FEET SOUTH
 LX5937'OF THE EDGE OF A LARGE LAWN AND 19 FEET SOUTHWEST OF A SMALL
 LX5937'CEDAR TREE.
 LX5937'
 LX5937'REFERENCE MARK 1, STAMPED---VINCENT NO 1 1975---, IS A STANDARD
 LX5937'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH
 LX5937'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 51
 LX5937'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN CHICKEN
 LX5937'HOUSE, 43 FEET NORTH OF A 12-INCH TREE AND 22.5 FEET WEST OF A
 LX5937'10-INCH CEDAR TREE.
 LX5937'
 LX5937'REFERENCE MARK 2, STAMPED---VINCENT NO 2 1975---, IS A STANDARD
 LX5937'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER
 LX5937'WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX5937'118 FEET SOUTH OF THE CHICKEN HOUSE, 75 FEET WEST OF A LARGE
 LX5937'TWIN TRUNKED TREE AND 5.5 FEET WEST-NORTHWEST OF A SMALL CEDAR
 LX5937'TREE.
 LX5937'
 LX5937'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX5937'
 LX5937'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS
 LX5937'
 LX5937'DESCRIBED BY NOLAN B. JOHNSON.
 LX5937
 LX5937                          STATION RECOVERY (1998)
 LX5937
 LX5937'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5131 ***********************************************************************
 LX5131  DESIGNATION -  VINEGAR HILL RESET
 LX5131  PID         -  LX5131
 LX5131  STATE/COUNTY-  CT/NEW LONDON
 LX5131  USGS QUAD   -  UNCASVILLE (1984)
 LX5131
 LX5131                         *CURRENT SURVEY CONTROL
 LX5131  ___________________________________________________________________
 LX5131* NAD 83(1996)-  41 25 27.21324(N)    072 03 19.95083(W)     ADJUSTED  
 LX5131* NAVD 88     -       109.     (meters)     358.     (feet)  SCALED    
 LX5131  ___________________________________________________________________
 LX5131  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LX5131  GEOID HEIGHT-         -30.46  (meters)                     GEOID03
 LX5131
 LX5131  HORZ ORDER  -  SECOND
 LX5131
 LX5131.The horizontal coordinates were established by classical geodetic methods
 LX5131.and adjusted by the National Geodetic Survey in August 1998..
 LX5131
 LX5131.The orthometric height was scaled from a topographic map.
 LX5131
 LX5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5131
 LX5131.The geoid height was determined by GEOID03.
 LX5131
 LX5131;                    North         East     Units Scale Factor Converg.
 LX5131;SPC CT       -   218,256.784   362,851.241   MT  0.99998496   +0 27 37.7
 LX5131;SPC CT       -   716,064.13  1,190,454.45   sFT  0.99998496   +0 27 37.7
 LX5131;UTM  18      - 4,590,036.942   746,052.550   MT  1.00034513   +1 56 56.8
 LX5131;UTM  19      - 4,590,358.853   244,663.686   MT  1.00040242   -2 01 21.8
 LX5131
 LX5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5131!SPC CT       -   0.99998773  x   0.99998496  =   0.99997269
 LX5131!UTM  18      -   0.99998773  x   1.00034513  =   1.00033285
 LX5131!UTM  19      -   0.99998773  x   1.00040242  =   1.00039014
 LX5131
 LX5131|---------------------------------------------------------------------|
 LX5131| PID    Reference Object                     Distance      Geod. Az  |
 LX5131|                                                           dddmmss.s |
 LX5131| CZ8059 VINEGAR HILL RM 1                     8.850 METERS 10854     |
 LX5131| LX5138 ADAMS                               APPROX. 2.3 KM 1803218.5 |
 LX5131| LX5130 GRAVES CHIMNEY                      134.021 METERS 21040     |
 LX5131| CZ8060 VINEGAR HILL RM 2                    15.590 METERS 26221     |
 LX5131| LX5072 CONNECTICUT LT AND PWR STK          APPROX. 3.9 KM 2760545.8 |
 LX5131| LX5071 CONNECTICUT LT AND PWR TANK         APPROX. 4.0 KM 2762033.3 |
 LX5131| LX5084 GAIR CO STACK                       APPROX. 3.6 KM 2882120.5 |
 LX5131| LX5108 SMITHS SILO                         APPROX. 4.5 KM 3353239.4 |
 LX5131| LX5109 SMITHS CHIMNEY                      APPROX. 4.4 KM 3355020.4 |
 LX5131|---------------------------------------------------------------------|
 LX5131
 LX5131                          SUPERSEDED SURVEY CONTROL
 LX5131
 LX5131  NAD 83(1992)-  41 25 27.21222(N)    072 03 19.95008(W) AD(       ) 2
 LX5131  NAD 83(1986)-  41 25 27.21276(N)    072 03 19.95350(W) AD(       ) 2
 LX5131  NAD 27      -  41 25 26.86500(N)    072 03 21.67700(W) AD(       ) 2
 LX5131
 LX5131.Superseded values are not recommended for survey control.
 LX5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5131.See file dsdata.txt to determine how the superseded data were derived.
 LX5131
 LX5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4605390037(NAD 83)
 LX5131_MARKER: G = GLASS BOTTLE
 LX5131_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LX5131_SP_SET: OBJECT IMBEDDED IN GROUND
 LX5131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX5131
 LX5131  HISTORY     - Date     Condition        Report By
 LX5131  HISTORY     - 1838     MONUMENTED       CGS
 LX5131  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX5131  HISTORY     - 1961     GOOD             CGS
 LX5131  HISTORY     - 1971     GOOD             CTDT
 LX5131  HISTORY     - 1984     GOOD             USPSQD
 LX5131
 LX5131                          STATION DESCRIPTION
 LX5131
 LX5131'DESCRIBED BY COAST AND GEODETIC SURVEY 1838 (EB)
 LX5131'ON THE E SIDE OF ROAD FROM POQUETANUCK TO GROTON.  IN 1874,
 LX5131'OGDEN RECOVERED WHAT HE SUPPOSED WAS STATION VINEGAR HILL OF
 LX5131'1839-40.  ON TOP OF HILL A PLACE WAS FOUND WHERE EVIDENTLY A
 LX5131'HOLE HAD BEEN DUG AND FILLED WITH STONES.  ON EMPTYING HOLE ABOUT
 LX5131'1 FOOT DOWN WERE FOUND SMALL PIECES OF WOOD THAT SHOWED SIGNS OF
 LX5131'HAVING BEEN CUT, AND ABOUT 2 FEET DOWN WAS A WELL DEFINED
 LX5131'CIRCULAR MARK IN CLAY, SUPPOSED TO BE THE ROTTEN WOOD REMAINS OF
 LX5131'THE FOOT OF THE POLE.  THIS MARK WAS SEVERAL INCHES IN DEPTH.
 LX5131'STATION IS NOW MARKED BY AN OLIVE BOTTLE BURIED ABOUT 2-1/2 FEET
 LX5131'UNDERGROUND.  FROM STATION TO EDGE OF ROCK NEAREST STATION, 24 FEET
 LX5131'10 INCHES, AND TO TOP OF SAME ROCK, 29 FEET.  TO NEAR CORNER OF
 LX5131'CROSSROADS 123-1/2 METERS.  TO ROCK IN DIRECTION OF STATION
 LX5131'BROWNING, 50 FEET.  TO OAK STUMP IN SAME DIRECTION AS ROCK, 100
 LX5131'FEET.  TO TOP OF ROCK IN OPPOSITE DIRECTION FROM CROSSROADS,
 LX5131'31 FEET.
 LX5131
 LX5131                          STATION RECOVERY (1934)
 LX5131
 LX5131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5131'THE STATION WAS RECOVERED AND RE-MARKED BY THE
 LX5131'C.W.A. ENGINEERS.  THE MARKING IS NOW AN ELEVATION DISK SET IN THE
 LX5131'TOP OF A 6-INCH SQUARE CONCRETE BLOCK.  TWO REFERENCE MARKS WERE
 LX5131'ESTABLISHED.  REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A
 LX5131'LARGE BOULDER 8.85 METERS SE (MAGNETIC) OF THE STATION.
 LX5131'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A LARGE BOULDER
 LX5131'15.59 METERS SW (MAGNETIC) OF THE STATION.  DISTANCE FROM
 LX5131'REFERENCE MARK NO. 1 TO REFERENCE MARK NO. 2 IS 23.60 METERS.
 LX5131'
 LX5131'THE STATION CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 LX5131'NO. 1 AND STATE HIGHWAY NO. 12.  GO N ON STATE HIGHWAY NO. 12 FOR
 LX5131'3.8 MILES, TURN RIGHT AND GO 2.5 MILES ON LONG COVE ROAD TO
 LX5131'PROPERTY OF JOHN W. GRAVES.  TURN LEFT AND GO 0.1 MILE ON DIRT
 LX5131'ROAD.  STATION IS APPROXIMATELY 300 FEET UP A STEEP ROCKY HILL
 LX5131'THAT IS HEAVILY WOODED.  THE STATION IS ON THE PROPERTY OF
 LX5131'DR. C. B. GRAVES.
 LX5131'
 LX5131'A 60-FOOT SIGNAL WAS USED.
 LX5131
 LX5131                          STATION RECOVERY (1961)
 LX5131
 LX5131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5131'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX5131'CONDITION.  THE STATION IS STAMPED, VINEGAR HILL 2 AND THE
 LX5131'REFERENCE MARKS ARE STAMPED, VINEGAR HILL NO 1 1934 AND VINEGAR
 LX5131'HILL NO 2 1934.  THE DISTANCES TO THE R.M.S WERE CHECKED AND
 LX5131'FOUND TO BE CORRECT AS PUBLISHED.
 LX5131'
 LX5131'THE DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE WITH THE FOLLOWING
 LX5131'ADDITION.
 LX5131'
 LX5131'REFERENCE MARK 2 IS ABOUT 20 YARDS WEST OF A STONE WALL RUNNING
 LX5131'NORTH AND SOUTH.
 LX5131
 LX5131                          STATION RECOVERY (1971)
 LX5131
 LX5131'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5131'THE STATION, VINEGAR HILL 2, AND REFERENCE MARK 1 1934, REFERENCE
 LX5131'MARK 2 1934 WERE FOUND IN GOOD CONDITION.
 LX5131'
 LX5131'TO REACH FROM GROTON AT ROUTE 12 AND ROUTE 95 OVERPASS, GO
 LX5131'NORTH ON ROUTE 12 FOR 3.3 MILES TO LONG COVE ROAD, GO RIGHT
 LX5131'(NORTHEAST) FOR 1.4 MILES TO THE INTERSECTION OF VINEGAR HILL
 LX5131'ROAD, BEAR LEFT (NORTH) AND GO 0.1 MILE TO THE STATION, 160 FEET
 LX5131'EAST OF THE CENTERLINE OF VINEGAR HILL ROAD.
 LX5131
 LX5131                          STATION RECOVERY (1984)
 LX5131
 LX5131'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5131'VINEGAR HILL 1838 RECOVERED, ELEVATION DISK SET IN THE TOP OF
 LX5131'A 6-INCH SQUARE CONCRETE BLOCK, CONDITION GOOD.
 LX5131'
 LX5131'VINEGAR HILL RM NO 1 1934 RECOVERED GOOD.
 LX5131'
 LX5131'VINEGAR HILL RM NO 2 1934 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6253 ***********************************************************************
 LX6253  DESIGNATION -  VINEYARD POINT ROAD FLAGPOLE
 LX6253  PID         -  LX6253
 LX6253  STATE/COUNTY-  CT/NEW HAVEN
 LX6253  USGS QUAD   -  GUILFORD (1984)
 LX6253
 LX6253                         *CURRENT SURVEY CONTROL
 LX6253  ___________________________________________________________________
 LX6253* NAD 83(1996)-  41 15 20.70153(N)    072 41 36.01016(W)     ADJUSTED  
 LX6253* NAVD 88     -                                                        
 LX6253  ___________________________________________________________________
 LX6253  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LX6253  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX6253
 LX6253  HORZ ORDER  -  THIRD
 LX6253
 LX6253.The horizontal coordinates were established by classical geodetic methods
 LX6253.and adjusted by the National Geodetic Survey in August 1998..
 LX6253
 LX6253
 LX6253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6253
 LX6253.The geoid height was determined by GEOID03.
 LX6253
 LX6253;                    North         East     Units Scale Factor Converg.
 LX6253;SPC CT       -   199,314.307   309,549.532   MT  0.99999484   +0 02 15.3
 LX6253;SPC CT       -   653,917.02  1,015,580.42   sFT  0.99999484   +0 02 15.3
 LX6253;SPC NY L     -   121,759.254   409,508.479   MT  1.00001992   +0 51 16.8
 LX6253;SPC NY L     -   399,471.82  1,343,529.07   sFT  1.00001992   +0 51 16.8
 LX6253;UTM  18      - 4,569,714.306   693,249.064   MT  1.00005963   +1 31 17.5
 LX6253
 LX6253                          SUPERSEDED SURVEY CONTROL
 LX6253
 LX6253  NAD 83(1992)-  41 15 20.70064(N)    072 41 36.01001(W) AD(       ) 4
 LX6253  NAD 83(1986)-  41 15 20.70285(N)    072 41 36.01285(W) AD(       ) 4
 LX6253  NAD 27      -  41 15 20.36000(N)    072 41 37.67000(W) AD(       ) 3
 LX6253
 LX6253.Superseded values are not recommended for survey control.
 LX6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6253.See file dsdata.txt to determine how the superseded data were derived.
 LX6253
 LX6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9324969714(NAD 83)
 LX6253
 LX6253  HISTORY     - Date     Condition        Report By
 LX6253  HISTORY     - 1934     MONUMENTED       CGS
 LX6253  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6253
 LX6253                          STATION DESCRIPTION
 LX6253
 LX6253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6253'THIS POLE IS ON THE PROPERTY OF D.T. WALDEN ON THE VINEYARD POINT
 LX6253'ROAD.  IT IS A SHORT DISTANCE N OF THE HIGHWAY BRIDGE ACROSS THE
 LX6253'ABANDONED RIGHT-OF-WAY OF THE SHORE LINE ELECTRIC RAILWAY COMPANY.
 LX6253'
 LX6253'LOCATION IS FURTHER MARKED BY WHITE HOUSE ON W SIDE OF ROAD
 LX6253'AND WHITE BARN ON THE E SIDE.
 LX6253'
 LX6253'POLE IS 21 METERS N OF THE NW CORNER OF THE BARN AND 10 METERS E
 LX6253'OF THE CENTER LINE OF THE ROAD.
 LX6253'
 LX6253'CENTER IS THE CENTER LINE OF THE POLE.
 LX6253
 LX6253                          STATION RECOVERY (1961)
 LX6253
 LX6253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6253'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 LX6253'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3607 ***********************************************************************
 LW3607  DESIGNATION -  VOLUNT
 LW3607  PID         -  LW3607
 LW3607  STATE/COUNTY-  CT/NEW LONDON
 LW3607  USGS QUAD   -  PLAINFIELD (1983)
 LW3607
 LW3607                         *CURRENT SURVEY CONTROL
 LW3607  ___________________________________________________________________
 LW3607* NAD 83(1996)-  41 38 26.09202(N)    071 52 59.70938(W)     ADJUSTED  
 LW3607* NAVD 88     -       176.9    (meters)     580.     (feet)  VERTCON   
 LW3607  ___________________________________________________________________
 LW3607  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 LW3607  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LW3607
 LW3607  HORZ ORDER  -  FIRST
 LW3607
 LW3607.The horizontal coordinates were established by classical geodetic methods
 LW3607.and adjusted by the National Geodetic Survey in August 1998..
 LW3607
 LW3607.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3607
 LW3607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3607
 LW3607.The geoid height was determined by GEOID03.
 LW3607
 LW3607;                    North         East     Units Scale Factor Converg.
 LW3607;SPC CT       -   242,414.606   377,011.668   MT  0.99998488   +0 34 28.9
 LW3607;SPC CT       -   795,321.92  1,236,912.45   sFT  0.99998488   +0 34 28.9
 LW3607;SPC RI       -    61,959.020    68,069.347   MT  1.00000629   -0 15 16.8
 LW3607;SPC RI       -   203,277.22    223,324.18   sFT  1.00000629   -0 15 16.8
 LW3607;UTM  19      - 4,613,888.106   259,864.857   MT  1.00030968   -1 55 00.1
 LW3607
 LW3607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3607!SPC CT       -   0.99997700  x   0.99998488  =   0.99996188
 LW3607!SPC RI       -   0.99997700  x   1.00000629  =   0.99998329
 LW3607!UTM  19      -   0.99997700  x   1.00030968  =   1.00028667
 LW3607
 LW3607:                Primary Azimuth Mark                     Grid Az
 LW3607:SPC CT       -  DANIELSON WESTFIELD CONG CH              359 52 58.9
 LW3607:SPC RI       -  DANIELSON WESTFIELD CONG CH              000 42 44.6
 LW3607:UTM  19      -  DANIELSON WESTFIELD CONG CH              002 22 27.9
 LW3607
 LW3607|---------------------------------------------------------------------|
 LW3607| PID    Reference Object                     Distance      Geod. Az  |
 LW3607|                                                           dddmmss.s |
 LW3607| LW3696 DANIELSON WESTFIELD CONG CH         APPROX.18.5 KM 0002727.8 |
 LW3607| LW3555 STERLING BAP CHURCH SPIRE           APPROX. 6.4 KM 0283311.1 |
 LW3607| LW3538 EKNOK CONG CHURCH SPIRE             APPROX. 3.1 KM 0841157.4 |
 LW3607| CB8623 VOLUNT RM 2                          14.591 METERS 12352     |
 LW3607| CB8624 VOLUNT RM 3                          55.148 METERS 25029     |
 LW3607| LW3614 HOLT                                APPROX. 6.8 KM 3071013.4 |
 LW3607| LW3612 PLAINFIELD MUN TANK                 APPROX. 5.3 KM 3191208.5 |
 LW3607| LW3601 PLAINFIELD CONG CHURCH SPIRE        APPROX. 5.6 KM 3320846.7 |
 LW3607| CB8622 VOLUNT RM 1                          22.990 METERS 35145     |
 LW3607|---------------------------------------------------------------------|
 LW3607
 LW3607                          SUPERSEDED SURVEY CONTROL
 LW3607
 LW3607  NAD 83(1996)-  41 38 26.09117(N)    071 52 59.70865(W) AD(       ) 1
 LW3607  NAD 83(1992)-  41 38 26.09101(N)    071 52 59.70871(W) AD(       ) 1
 LW3607  NAD 83(1992)-  41 38 26.09105(N)    071 52 59.70929(W) AD(       ) 1
 LW3607  NAD 83(1986)-  41 38 26.09105(N)    071 52 59.70926(W) AD(       ) 1
 LW3607  NAD 27      -  41 38 25.73369(N)    071 53 01.44645(W) AD(       ) 1
 LW3607  NGVD 29 (07/19/86)  177.1    (m)          581.     (f) VERT ANG       
 LW3607
 LW3607.Superseded values are not recommended for survey control.
 LW3607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3607.See file dsdata.txt to determine how the superseded data were derived.
 LW3607
 LW3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5986513888(NAD 83)
 LW3607_MARKER: DS = TRIANGULATION STATION DISK
 LW3607_SETTING: 66 = SET IN ROCK OUTCROP
 LW3607_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LW3607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3607+STABILITY: POSITION/ELEVATION WELL
 LW3607
 LW3607  HISTORY     - Date     Condition        Report By
 LW3607  HISTORY     - 1975     MONUMENTED       NGS
 LW3607
 LW3607                          STATION DESCRIPTION
 LW3607
 LW3607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LW3607'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF PLAINFIELD, 3
 LW3607'1/2 MILES NORTHEAST OF HOPEVILLE AND 0.1 MILE SOUTH OF THE
 LW3607'WINDHAM-NEW LONDON COUNTY LINE AND ON PACHAUG STATE FOREST LAND.
 LW3607'
 LW3607'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 52
 LW3607'AND 201 (EXIT 86 OFF STATE HIGHWAY 52) ABOUT 1.5 MILES WEST OF
 LW3607'HOPEVILLE.  GO EAST ON HIGHWAY 201 FOR 0.6 MILE TO WHERE
 LW3607'HIGHWAY 201 TURNS RIGHT AND HOPEVILLE ROAD GOES STRAIGHT AHEAD.
 LW3607'GO STRAIGHT AHEAD, NORTHEAST, ON HOPEVILLE ROAD FOR 1.05 MILES TO
 LW3607'A CROSSROAD (ROODE ROAD). CONTINUE NORTHEAST ON HOPEVILLE ROAD
 LW3607'FOR 1.9 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON
 LW3607'TATRO ROAD FOR 0.35 MILE TO THE END OF THE PAVED ROAD.
 LW3607'CONTINUE STRAIGHT AHEAD, GOING NORTH ON A WOODS ROAD FOR
 LW3607'0.6 MILE TO A DIM WOODS ROAD ON THE RIGHT AND A ROCK FENCE.
 LW3607'TURN SHARP RIGHT AND GO EAST ON THE DIM WOODS ROAD FOR 0.05
 LW3607'MILE TO THE STATION.
 LW3607'
 LW3607'THE STATION MARK IS A STANDARD DISK STAMPED VOLUNT 1974.  IT
 LW3607'IS CEMENTED IN A DRILL HOLE IN BEDROCK 14 INCHES BELOW THE
 LW3607'GROUND SURFACE.  IT IS 77 FEET SOUTH OF A METAL WITNESS POST,
 LW3607'26 FEET WEST OF AN 8-INCH OAK TREE WITH A TRIANGLE BLAZE AND A
 LW3607'WITNESS SIGN ATTACHED, 25.5 FEET EAST OF AN 8-INCH OAK TREE AND
 LW3607'15 FEET NORTH OF A 7-INCH OAK TREE WITH A WITNESS SIGN
 LW3607'ATTACHED.  NO UNDERGROUND MARK WAS SET.
 LW3607'
 LW3607'REFERENCE MARK 1, STAMPED VOLUNT NO 1 1974, IS A STANDARD DISK
 LW3607'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 LW3607'GROUND SURFACE.  IT IS 12 FEET NORTH OF A 12-INCH OAK TREE, 5
 LW3607'FEET EAST OF A TRIPLE TRUNKED OAK TREE, EACH TRUNK 8-INCHES IN
 LW3607'DIAMETER, AND 2.2 FEET SOUTHEAST OF A METAL WITNESS POST.
 LW3607'
 LW3607'REFERENCE MARK 2, STAMPED VOLUNT NO 2 1974, IS A STANDARD DISK
 LW3607'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 8 INCHES ABOVE
 LW3607'THE GROUND SURFACE.  IT IS 12 FEET EAST OF A 6-INCH OAK TREE,
 LW3607'9 FEET NORTHEAST OF A METAL WITNESS POST AND 8 FEET SOUTHWEST
 LW3607'OF AN 8-INCH OAK TREE.
 LW3607'
 LW3607'REFERENCE MARK 3, STAMPED VOLUNT NO 3 1974 AZ, IS A STANDARD
 LW3607'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 LW3607'THE GROUND SURFACE.  IT IS 18.5 FEET SOUTHWEST OF A 6-INCH
 LW3607'OAK TREE, 18 FEET NORTH OF A 6-INCH OAK TREE AND 2.4 FEET
 LW3607'SOUTHEAST OF A METAL WITNESS POST.
 LW3607'
 LW3607'A 4-WHEEL DRIVE VEHICLE WILL BE NEEDED TO REACH THE STATION IN
 LW3607'WET WEATHER.
 LW3607'
 LW3607'HEIGHT OF LIGHT ABOVE STATION MARK 31.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6793 ***********************************************************************
 LX6793  DESIGNATION -  VORTAC HARTFORD HFD
 LX6793  PID         -  LX6793
 LX6793  STATE/COUNTY-  CT/MIDDLESEX
 LX6793  USGS QUAD   -  GLASTONBURY (1992)
 LX6793
 LX6793                         *CURRENT SURVEY CONTROL
 LX6793  ___________________________________________________________________
 LX6793* NAD 83(1996)-  41 38 27.96441(N)    072 32 50.70001(W)     ADJUSTED  
 LX6793* NAVD 88     -                                                        
 LX6793  ___________________________________________________________________
 LX6793  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LX6793  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX6793
 LX6793  HORZ ORDER  -  THIRD
 LX6793
 LX6793.The horizontal coordinates were established by classical geodetic methods
 LX6793.and adjusted by the National Geodetic Survey in August 1998..
 LX6793
 LX6793
 LX6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6793
 LX6793.The geoid height was determined by GEOID03.
 LX6793
 LX6793;                    North         East     Units Scale Factor Converg.
 LX6793;SPC CT       -   242,129.997   321,678.504   MT  0.99998489   +0 08 03.6
 LX6793;SPC CT       -   794,388.17  1,055,373.56   sFT  0.99998489   +0 08 03.6
 LX6793;UTM  18      - 4,612,835.185   704,261.869   MT  1.00011347   +1 37 48.8
 LX6793
 LX6793                          SUPERSEDED SURVEY CONTROL
 LX6793
 LX6793  NAD 83(1996)-  41 38 27.96379(N)    072 32 50.70006(W) AD(       ) 4
 LX6793  NAD 83(1992)-  41 38 27.96391(N)    072 32 50.70003(W) AD(       ) 4
 LX6793  NAD 83(1992)-  41 38 27.96545(N)    072 32 50.70168(W) AD(       ) 4
 LX6793  NAD 83(1986)-  41 38 27.96549(N)    072 32 50.70157(W) AD(       ) 4
 LX6793  NAD 27      -  41 38 27.60435(N)    072 32 52.38619(W) AD(       ) 3
 LX6793
 LX6793.Superseded values are not recommended for survey control.
 LX6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6793.See file dsdata.txt to determine how the superseded data were derived.
 LX6793
 LX6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0426212835(NAD 83)
 LX6793_MARKER: Z = SEE DESCRIPTION
 LX6793_SETTING: 0 = UNSPECIFIED SETTING
 LX6793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6793
 LX6793  HISTORY     - Date     Condition        Report By
 LX6793  HISTORY     - 1978     MONUMENTED       NGS
 LX6793
 LX6793                          STATION DESCRIPTION
 LX6793
 LX6793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6793'THE STATION IS THE TOP CENTER OF THE HARTFORD VORTAC.  IT IS
 LX6793'LOCATED IN THE SOUTHERN PART OF SOUTH GLASTONBURY.  FOR FURTHER
 LX6793'INFORMATION CONTACT THE FAA AT BRADLEY AIRPORT IN HARTFORD,
 LX6793'TELEPHONE NUMBER 244-2335.
 LX6793'
 LX6793'TO REACH THE STATION FROM THE POST OFFICE IN SOUTH GLASTONBURY,
 LX6793'GO SOUTH ON STATE HIGHWAY 17 FOR 0.6 MILE TO FOOTE ROAD ON THE
 LX6793'LEFT.  TURN LEFT, EASTERLY, ON FOOTE ROAD FOR 1.25 MILES TO A
 LX6793'T-ROAD.  TURN RIGHT, EASTERLY, ON MATSON HILL ROAD FOR 0.55
 LX6793'MILE TO A FORK.  TAKE THE LEFT FORK, EAST, ON MATSON HILL ROAD
 LX6793'FOR 0.65 MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTH,
 LX6793'ON CLARK HILL ROAD FOR 0.7 MILE TO AN ASPHALT ROAD ON THE
 LX6793'RIGHT, CONTINUE SOUTH ON CLARK HILL ROAD FOR 0.05 MILE TO A
 LX6793'POWER LINE CROSSING, CONTINUE SOUTH ON CLARK HILL ROAD FOR
 LX6793'0.05 MILE TO A PAVED ROAD AND LOCKED GATE ON THE LEFT.  TURN
 LX6793'LEFT, EASTERLY, (PASSING THROUGH THE LOCKED GATE), AND GO
 LX6793'UPHILL FOR 0.6 MILE TO THE END OF THE ROAD AND THE
 LX6793'STATION.
 LX6793'
 LX6793'THE STATION IS A STANDARD VORTAC, PAINTED WHITE AND ABOUT
 LX6793'18 FEET IN HEIGHT.  THE ELEVATION AT THE BASE OF THE VORTAC
 LX6793'IS 854 FEET.  (THIS ELEVATION WAS NOT ESTABLISHED BY THE
 LX6793'NATIONAL GEODETIC SURVEY.
 LX6793'
 LX6793'DESCRIBED BY J.A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6293 ***********************************************************************
 LX6293  DESIGNATION -  VORTAC MADISON MAD
 LX6293  PID         -  LX6293
 LX6293  STATE/COUNTY-  CT/NEW HAVEN
 LX6293  USGS QUAD   -  GUILFORD (1984)
 LX6293
 LX6293                         *CURRENT SURVEY CONTROL
 LX6293  ___________________________________________________________________
 LX6293* NAD 83(1996)-  41 18 49.82358(N)    072 41 31.90074(W)     ADJUSTED  
 LX6293* NAVD 88     -                                                        
 LX6293  ___________________________________________________________________
 LX6293  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LX6293  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX6293
 LX6293  HORZ ORDER  -  THIRD
 LX6293
 LX6293.The horizontal coordinates were established by classical geodetic methods
 LX6293.and adjusted by the National Geodetic Survey in August 1998..
 LX6293
 LX6293
 LX6293.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6293
 LX6293.The geoid height was determined by GEOID03.
 LX6293
 LX6293;                    North         East     Units Scale Factor Converg.
 LX6293;SPC CT       -   205,765.702   309,640.885   MT  0.99999046   +0 02 18.0
 LX6293;SPC CT       -   675,082.97  1,015,880.14   sFT  0.99999046   +0 02 18.0
 LX6293;UTM  18      - 4,576,166.334   693,173.209   MT  1.00005926   +1 31 26.6
 LX6293
 LX6293                          SUPERSEDED SURVEY CONTROL
 LX6293
 LX6293  NAD 83(1992)-  41 18 49.82271(N)    072 41 31.90060(W) AD(       ) 4
 LX6293  NAD 83(1986)-  41 18 49.82485(N)    072 41 31.90342(W) AD(       ) 4
 LX6293  NAD 27      -  41 18 49.47575(N)    072 41 33.55876(W) AD(       ) 3
 LX6293
 LX6293.Superseded values are not recommended for survey control.
 LX6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6293.See file dsdata.txt to determine how the superseded data were derived.
 LX6293
 LX6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9317376166(NAD 83)
 LX6293
 LX6293  HISTORY     - Date     Condition        Report By
 LX6293  HISTORY     - 1976     MONUMENTED       NGS
 LX6293
 LX6293                          STATION DESCRIPTION
 LX6293
 LX6293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6293'THE STATION IS THE TOP CENTER OF VORTAC MADISON MAD,
 LX6293'LOCATED ABOUT 4 MILES EAST OF NORTH
 LX6293'BRANFORD, 2-1/4 MILES NORTH OF GUILFORD, 1/4 MILE EAST OF STATE
 LX6293'HIGHWAY 77 AND OWNED BY THE U.S. GOVERNMENT.  THE VORTAC
 LX6293'IS A STEEL CONE SHAPED STRUCTURE PAINTED WHITE AND HAS
 LX6293'AN OVER-ALL HEIGHT OF 15 FEET.
 LX6293'
 LX6293'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 95 AND STATE
 LX6293'HIGHWAY 77 IN THE NORTH EDGE OF GUILFORD, GO NORTH ON STATE
 LX6293'HIGHWAY 77 FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, GO
 LX6293'EAST ON PROSPECT HILL ROAD FOR 0.3 MILE TO A T-ROAD.  TURN
 LX6293'LEFT, GO NORTH ON LITTLE MEADOW ROAD FOR 0.4 MILE TO A
 LX6293'SIDE ROAD LEFT.  TURN LEFT, GO UPHILL FOR 0.25 MILLE TO THE
 LX6293'VORTAC ON THE HIGHEST POINT OF THE HILL.
 LX6293'
 LX6293'DESCRIBED BY D.J. NOVAK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3648 ***********************************************************************
 LW3648  DESIGNATION -  VORTAC PUTNAM PUT
 LW3648  PID         -  LW3648
 LW3648  STATE/COUNTY-  CT/WINDHAM
 LW3648  USGS QUAD   -  THOMPSON (1974)
 LW3648
 LW3648                         *CURRENT SURVEY CONTROL
 LW3648  ___________________________________________________________________
 LW3648* NAD 83(1996)-  41 57 19.65040(N)    071 50 38.74963(W)     ADJUSTED  
 LW3648* NAVD 88     -                                                        
 LW3648  ___________________________________________________________________
 LW3648  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 LW3648  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 LW3648
 LW3648  HORZ ORDER  -  THIRD
 LW3648
 LW3648.The horizontal coordinates were established by classical geodetic methods
 LW3648.and adjusted by the National Geodetic Survey in August 1998..
 LW3648
 LW3648
 LW3648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3648
 LW3648.The geoid height was determined by GEOID03.
 LW3648
 LW3648;                    North         East     Units Scale Factor Converg.
 LW3648;SPC CT       -   277,419.194   379,907.062   MT  1.00001020   +0 36 02.4
 LW3648;SPC CT       -   910,166.14  1,246,411.75   sFT  1.00001020   +0 36 02.4
 LW3648;UTM  19      - 4,648,743.808   264,284.018   MT  1.00028375   -1 54 08.3
 LW3648
 LW3648                          SUPERSEDED SURVEY CONTROL
 LW3648
 LW3648  NAD 83(1996)-  41 57 19.65012(N)    071 50 38.74957(W) AD(       ) 4
 LW3648  NAD 83(1992)-  41 57 19.64971(N)    071 50 38.74886(W) AD(       ) 4
 LW3648  NAD 83(1992)-  41 57 19.64973(N)    071 50 38.74897(W) AD(       ) 4
 LW3648  NAD 83(1986)-  41 57 19.65052(N)    071 50 38.74775(W) AD(       ) 4
 LW3648  NAD 27      -  41 57 19.29734(N)    071 50 40.48899(W) AD(       ) 3
 LW3648
 LW3648.Superseded values are not recommended for survey control.
 LW3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3648.See file dsdata.txt to determine how the superseded data were derived.
 LW3648
 LW3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6428448744(NAD 83)
 LW3648_MARKER: Z = SEE DESCRIPTION
 LW3648_SETTING: 0 = UNSPECIFIED SETTING
 LW3648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW3648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3648+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 LW3648
 LW3648  HISTORY     - Date     Condition        Report By
 LW3648  HISTORY     - 1977     MONUMENTED       NGS
 LW3648  HISTORY     - 20040421 GOOD             GEOCAC
 LW3648
 LW3648                          STATION DESCRIPTION
 LW3648
 LW3648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3648'THE STATION IS THE TOP CENTER OF THE PUTNAM VORTAC.  IT IS A
 LW3648'STANDARD VORTAC INSTALLATION PAINTED WHITE, ABOUT 30 FEET HIGH
 LW3648'AND IS OWNED BY THE U.S. GOVERNMENT.
 LW3648'
 LW3648'THE STATION IS ABOUT 1 MILE SOUTHEAST OF THOMPSON AND ON A
 LW3648'HILL KNOWN AS FORT HILL.
 LW3648'
 LW3648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 193
 LW3648'AND 200 IN THOMPSON, GO SOUTHEAST ON HIGHWAY 193 FOR 1.15
 LW3648'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A TRACK
 LW3648'ROAD FOR 0.45 MILE TO THE STATION.
 LW3648'
 LW3648'DESCRIBED BY V.D. NOVAK.
 LW3648
 LW3648                          STATION RECOVERY (2004)
 LW3648
 LW3648'RECOVERY NOTE BY GEOCACHING 2004 (DKA)
 LW3648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0787 ***********************************************************************
 LX0787  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0787  DESIGNATION -  W 1
 LX0787  PID         -  LX0787
 LX0787  STATE/COUNTY-  CT/FAIRFIELD
 LX0787  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0787
 LX0787                         *CURRENT SURVEY CONTROL
 LX0787  ___________________________________________________________________
 LX0787* NAD 83(1986)-  41 06 00.     (N)    073 25 07.     (W)     SCALED    
 LX0787* NAVD 88     -         6.390  (meters)      20.96   (feet)  ADJUSTED  
 LX0787  ___________________________________________________________________
 LX0787  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 LX0787  DYNAMIC HT  -           6.388 (meters)      20.96  (feet)  COMP
 LX0787  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 LX0787
 LX0787  VERT ORDER  -  FIRST     CLASS I
 LX0787
 LX0787.The horizontal coordinates were scaled from a topographic map and have
 LX0787.an estimated accuracy of +/- 6 seconds.
 LX0787
 LX0787.The orthometric height was determined by differential leveling
 LX0787.and adjusted by the National Geodetic Survey in June 1991..
 LX0787
 LX0787.This Tidal Bench Mark is designated as VM 16742
 LX0787.by the Center for Operational Oceanographic Products and Services.
 LX0787
 LX0787.The geoid height was determined by GEOID03.
 LX0787
 LX0787.The dynamic height is computed by dividing the NAVD 88
 LX0787.geopotential number by the normal gravity value computed on the
 LX0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0787.degrees latitude (g = 980.6199 gals.).
 LX0787
 LX0787.The modeled gravity was interpolated from observed gravity values.
 LX0787
 LX0787;                    North         East    Units  Estimated Accuracy
 LX0787;SPC CT       -   182,230.      248,630.      MT  (+/- 180 meters Scaled)
 LX0787
 LX0787                          SUPERSEDED SURVEY CONTROL
 LX0787
 LX0787.No superseded survey control is available for this station.
 LX0787
 LX0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL327510(NAD 83)
 LX0787_MARKER: DB = BENCH MARK DISK
 LX0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0787_SP_SET: BUILDING
 LX0787_STAMPING: W 1 ELEV 22.057 FT 1922
 LX0787_MARK LOGO: CGS   
 LX0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0787+STABILITY: POSITION/ELEVATION WELL
 LX0787
 LX0787  HISTORY     - Date     Condition        Report By
 LX0787  HISTORY     - 1922     MONUMENTED       CGS
 LX0787  HISTORY     - 1965     GOOD             NGS
 LX0787  HISTORY     - 1984     GOOD             NGS
 LX0787  HISTORY     - 1989     GOOD             USPSQD
 LX0787  HISTORY     - 19990214 GOOD             USPSQD
 LX0787
 LX0787                          STATION DESCRIPTION
 LX0787
 LX0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0787'AT SOUTH NORWALK.
 LX0787'AT SOUTH NORWALK, AT THE CITY HALL, NEAR THE INTERSECTION OF
 LX0787'MARSHALL AND NORTH MAIN STREET, SET VERTICALLY IN THE WEST FACE
 LX0787'OF THE CITY HALL, 88 FEET SOUTH OF THE SOUTH CURB OF MARSHALL
 LX0787'STREET, 37.5 FEET EAST OF THE EAST CURB OF NORTH MAIN STREET,
 LX0787'0.4 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND 0.7
 LX0787'FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 LX0787
 LX0787                          STATION RECOVERY (1984)
 LX0787
 LX0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0787'RECOVERED IN GOOD CONDITION.
 LX0787
 LX0787                          STATION RECOVERY (1989)
 LX0787
 LX0787'RECOVERY NOTE BY US POWER SQUADRON 1989 (AV)
 LX0787'RECOVERED IN GOOD CONDITION.
 LX0787
 LX0787                          STATION RECOVERY (1999)
 LX0787
 LX0787'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1083 ***********************************************************************
 LW1083  DESIGNATION -  W 10
 LW1083  PID         -  LW1083
 LW1083  STATE/COUNTY-  CT/WINDHAM
 LW1083  USGS QUAD   -  PLAINFIELD (1983)
 LW1083
 LW1083                         *CURRENT SURVEY CONTROL
 LW1083  ___________________________________________________________________
 LW1083* NAD 83(1986)-  41 40 52.     (N)    071 55 14.     (W)     SCALED    
 LW1083* NAVD 88     -        49.386  (meters)     162.03   (feet)  ADJUSTED  
 LW1083  ___________________________________________________________________
 LW1083  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1083  DYNAMIC HT  -          49.369 (meters)     161.97  (feet)  COMP
 LW1083  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LW1083
 LW1083  VERT ORDER  -  SECOND    CLASS 0
 LW1083
 LW1083.The horizontal coordinates were scaled from a topographic map and have
 LW1083.an estimated accuracy of +/- 6 seconds.
 LW1083
 LW1083.The orthometric height was determined by differential leveling
 LW1083.and adjusted by the National Geodetic Survey in June 1991..
 LW1083
 LW1083.The geoid height was determined by GEOID03.
 LW1083
 LW1083.The dynamic height is computed by dividing the NAVD 88
 LW1083.geopotential number by the normal gravity value computed on the
 LW1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1083.degrees latitude (g = 980.6199 gals.).
 LW1083
 LW1083.The modeled gravity was interpolated from observed gravity values.
 LW1083
 LW1083;                    North         East    Units  Estimated Accuracy
 LW1083;SPC CT       -   246,890.      373,860.      MT  (+/- 180 meters Scaled)
 LW1083
 LW1083                          SUPERSEDED SURVEY CONTROL
 LW1083
 LW1083  NGVD 29 (??/??/92)   49.65   (m)          162.9    (f) COMPUTED    2 0
 LW1083
 LW1083.Superseded values are not recommended for survey control.
 LW1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1083.See file dsdata.txt to determine how the superseded data were derived.
 LW1083
 LW1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG569184(NAD 83)
 LW1083_MARKER: DB = BENCH MARK DISK
 LW1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1083_SP_SET: WATER COLUMN BASE
 LW1083_STAMPING: W 10 1935
 LW1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1083
 LW1083  HISTORY     - Date     Condition        Report By
 LW1083  HISTORY     - 1935     MONUMENTED       CGS
 LW1083  HISTORY     - 1936     GOOD             NGS
 LW1083  HISTORY     - 19900503 MARK NOT FOUND   USPSQD
 LW1083
 LW1083                          STATION DESCRIPTION
 LW1083
 LW1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1083'AT PLAINFIELD.
 LW1083'AT PLAINFIELD, WINDHAM COUNTY, 25 FEET NORTHEAST OF THE NORTHEAST
 LW1083'END OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION,
 LW1083'50 FEET SOUTH OF A RAILROAD CROSSING, AT A WATER COLUMN, IN THE
 LW1083'TOP OF THE NORTHEAST CORNER OF THE BASE, 6 FEET WEST OF THE
 LW1083'CENTERLINE OF THE TRACK OF THE WORCESTER-NEWLONDON BRANCH,
 LW1083'AND ABOUT 3 INCHES HIGHER THAN THE TACK.
 LW1083
 LW1083                          STATION RECOVERY (1936)
 LW1083
 LW1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 LW1083'RECOVERED IN GOOD CONDITION.
 LW1083
 LW1083                          STATION RECOVERY (1990)
 LW1083
 LW1083'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0961 ***********************************************************************
 LX0961  DESIGNATION -  W 11
 LX0961  PID         -  LX0961
 LX0961  STATE/COUNTY-  CT/FAIRFIELD
 LX0961  USGS QUAD   -  NEWTOWN (1984)
 LX0961
 LX0961                         *CURRENT SURVEY CONTROL
 LX0961  ___________________________________________________________________
 LX0961* NAD 83(1986)-  41 26 42.     (N)    073 16 44.     (W)     SCALED    
 LX0961* NAVD 88     -        60.852  (meters)     199.65   (feet)  ADJUSTED  
 LX0961  ___________________________________________________________________
 LX0961  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX0961  DYNAMIC HT  -          60.832 (meters)     199.58  (feet)  COMP
 LX0961  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX0961
 LX0961  VERT ORDER  -  SECOND    CLASS 0
 LX0961
 LX0961.The horizontal coordinates were scaled from a topographic map and have
 LX0961.an estimated accuracy of +/- 6 seconds.
 LX0961
 LX0961.The orthometric height was determined by differential leveling
 LX0961.and adjusted by the National Geodetic Survey in June 1991..
 LX0961
 LX0961.The geoid height was determined by GEOID03.
 LX0961
 LX0961.The dynamic height is computed by dividing the NAVD 88
 LX0961.geopotential number by the normal gravity value computed on the
 LX0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0961.degrees latitude (g = 980.6199 gals.).
 LX0961
 LX0961.The modeled gravity was interpolated from observed gravity values.
 LX0961
 LX0961;                    North         East    Units  Estimated Accuracy
 LX0961;SPC CT       -   220,470.      260,600.      MT  (+/- 180 meters Scaled)
 LX0961
 LX0961                          SUPERSEDED SURVEY CONTROL
 LX0961
 LX0961  NGVD 29 (??/??/92)   61.137  (m)          200.58   (f) ADJ UNCH    2 0
 LX0961
 LX0961.Superseded values are not recommended for survey control.
 LX0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0961.See file dsdata.txt to determine how the superseded data were derived.
 LX0961
 LX0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL437895(NAD 83)
 LX0961_MARKER: DB = BENCH MARK DISK
 LX0961_SETTING: 66 = SET IN ROCK OUTCROP
 LX0961_SP_SET: ROCK OUTCROP
 LX0961_STAMPING: W 11 1935
 LX0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0961+STABILITY: POSITION/ELEVATION WELL
 LX0961
 LX0961  HISTORY     - Date     Condition        Report By
 LX0961  HISTORY     - 1935     MONUMENTED       CGS
 LX0961  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0961
 LX0961                          STATION DESCRIPTION
 LX0961
 LX0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0961'0.9 MI W FROM SANDY HOOK.
 LX0961'0.9 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0961'FROM THE STATION AT SANDY HOOK, FAIRFIELD COUNTY, AT A 100-FOOT
 LX0961'ROCK CUT, ABOUT 280 FEET EAST OF ROAD CROSSING 82.63, ABOUT 80
 LX0961'FEET WEST OF A POLE, 25 FEET NORTH OF THE NORTH RAIL OF THE
 LX0961'MAIN TRACK, IN THE TOP OF A 3- BY 4-FOOT ROCK OUTCROP, AND ABOUT
 LX0961'3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED W 11
 LX0961'1935.
 LX0961
 LX0961                          STATION RECOVERY (1983)
 LX0961
 LX0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0961'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0048 ***********************************************************************
 LX0048  DESIGNATION -  W 12
 LX0048  PID         -  LX0048
 LX0048  STATE/COUNTY-  CT/TOLLAND
 LX0048  USGS QUAD   -  COVENTRY (1983)
 LX0048
 LX0048                         *CURRENT SURVEY CONTROL
 LX0048  ___________________________________________________________________
 LX0048* NAD 83(1986)-  41 48 09.     (N)    072 18 33.     (W)     SCALED    
 LX0048* NAVD 88     -        98.171  (meters)     322.08   (feet)  ADJUSTED  
 LX0048  ___________________________________________________________________
 LX0048  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX0048  DYNAMIC HT  -          98.137 (meters)     321.97  (feet)  COMP
 LX0048  MODELED GRAV-     980,276.3   (mgal)                       NAVD 88
 LX0048
 LX0048  VERT ORDER  -  FIRST     CLASS II
 LX0048
 LX0048.The horizontal coordinates were scaled from a topographic map and have
 LX0048.an estimated accuracy of +/- 6 seconds.
 LX0048
 LX0048.The orthometric height was determined by differential leveling
 LX0048.and adjusted by the National Geodetic Survey in June 1991..
 LX0048
 LX0048.The geoid height was determined by GEOID03.
 LX0048
 LX0048.The dynamic height is computed by dividing the NAVD 88
 LX0048.geopotential number by the normal gravity value computed on the
 LX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0048.degrees latitude (g = 980.6199 gals.).
 LX0048
 LX0048.The modeled gravity was interpolated from observed gravity values.
 LX0048
 LX0048;                    North         East    Units  Estimated Accuracy
 LX0048;SPC CT       -   260,130.      341,440.      MT  (+/- 180 meters Scaled)
 LX0048
 LX0048                          SUPERSEDED SURVEY CONTROL
 LX0048
 LX0048  NGVD 29 (??/??/92)   98.428  (m)          322.93   (f) ADJ UNCH    1 2
 LX0048
 LX0048.Superseded values are not recommended for survey control.
 LX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0048.See file dsdata.txt to determine how the superseded data were derived.
 LX0048
 LX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM235313(NAD 83)
 LX0048_MARKER: DB = BENCH MARK DISK
 LX0048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0048_SP_SET: PIER
 LX0048_STAMPING: W 12 1935
 LX0048_MARK LOGO: CGS   
 LX0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0048
 LX0048  HISTORY     - Date     Condition        Report By
 LX0048  HISTORY     - 1935     MONUMENTED       CGS
 LX0048  HISTORY     - 1943     GOOD             CTDT
 LX0048  HISTORY     - 1977     MARK NOT FOUND   USGS
 LX0048  HISTORY     - 1986     GOOD             NGS
 LX0048
 LX0048                          STATION DESCRIPTION
 LX0048
 LX0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0048'AT MANSFIELD.
 LX0048'AT MANSFIELD, TOLLAND COUNTY, ABOUT 660 FEET NORTH OF THE
 LX0048'CENTRAL VERMONT RAILWAY STATION, ABOUT 450 FEET NORTH OF A
 LX0048'20-FOOT TIMBER WATER TOWER, AT THE SOUTH END OF A COAL STORAGE
 LX0048'BIN, IN THE EAST SIDE OF THE SOUTH CONCRETE PIER, ABOUT 25 FEET
 LX0048'WEST OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT LEVEL WITH
 LX0048'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED W 12 1935.
 LX0048'NOTE-- SOUTH CONCRETE PIER, ABOUT 50 FEET WEST OF THE CENTERLINE
 LX0048'OF THE MAIN TRACK, AND ABOUT 3 FEET LOWER THAN THE TOP OF MAIN
 LX0048'TRACK RAIL, AND APPROX. 4 INCHES, LOWER THAN TOP OF SPUR TRACK
 LX0048'RAIL TO COAL STORAGE BIN, ETC.
 LX0048
 LX0048                          STATION RECOVERY (1943)
 LX0048
 LX0048'RECOVERY NOTE BY CT DEPT OF TRANSP 1943
 LX0048'RECOVERED IN GOOD CONDITION.
 LX0048
 LX0048                          STATION RECOVERY (1977)
 LX0048
 LX0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 LX0048'MARK NOT FOUND.
 LX0048
 LX0048                          STATION RECOVERY (1986)
 LX0048
 LX0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0048'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MANSFIELD
 LX0048'DEPOT, 0.2 KM (0.1 MI) NORTHWEST ALONG THE CENTRAL VERMONT RAILROAD
 LX0048'FROM THE OLD STATION, WHICH IS NOW A RESTAURANT, ALONG AN ABANDONED
 LX0048'SIDE TRACK AND COAL BIN, IN TOP OF THE FIRST PIER NORTHWEST OF THE
 LX0048'SOUTHEAST ABUTMENT OF THE COAL BIN.  IT IS 12.31 (40.4 FT) SOUTHWEST
 LX0048'OF THE SOUTHWEST RAIL OF THE MAIN TRACKS, 0.91 METERS (3.0 FT)
 LX0048'SOUTHWEST OF THE NORTHEAST END OF THE PIER AND 0.46 METERS (1.5 FT)
 LX0048'NORTHWEST OF THE NORTHWEST EDGE OF THE SOUTHEAST ABUTMENT.
 LX0048'THE MARK IS ABOVE LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0744 ***********************************************************************
 LX0744  DESIGNATION -  W 13
 LX0744  PID         -  LX0744
 LX0744  STATE/COUNTY-  CT/NEW HAVEN
 LX0744  USGS QUAD   -  THOMASTON (1976)
 LX0744
 LX0744                         *CURRENT SURVEY CONTROL
 LX0744  ___________________________________________________________________
 LX0744* NAD 83(1986)-  41 39 11.     (N)    073 04 36.     (W)     SCALED    
 LX0744* NAVD 88     -       102.900  (meters)     337.60   (feet)  ADJUSTED  
 LX0744  ___________________________________________________________________
 LX0744  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX0744  DYNAMIC HT  -         102.867 (meters)     337.49  (feet)  COMP
 LX0744  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 LX0744
 LX0744  VERT ORDER  -  SECOND    CLASS 0
 LX0744
 LX0744.The horizontal coordinates were scaled from a topographic map and have
 LX0744.an estimated accuracy of +/- 6 seconds.
 LX0744
 LX0744.The orthometric height was determined by differential leveling
 LX0744.and adjusted by the National Geodetic Survey in June 1991..
 LX0744
 LX0744.The geoid height was determined by GEOID03.
 LX0744
 LX0744.The dynamic height is computed by dividing the NAVD 88
 LX0744.geopotential number by the normal gravity value computed on the
 LX0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0744.degrees latitude (g = 980.6199 gals.).
 LX0744
 LX0744.The modeled gravity was interpolated from observed gravity values.
 LX0744
 LX0744;                    North         East    Units  Estimated Accuracy
 LX0744;SPC CT       -   243,490.      277,590.      MT  (+/- 180 meters Scaled)
 LX0744
 LX0744                          SUPERSEDED SURVEY CONTROL
 LX0744
 LX0744  NGVD 29 (??/??/92)  103.16   (m)          338.5    (f) COMPUTED    2 0
 LX0744
 LX0744.Superseded values are not recommended for survey control.
 LX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0744.See file dsdata.txt to determine how the superseded data were derived.
 LX0744
 LX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM601130(NAD 83)
 LX0744_MARKER: DB = BENCH MARK DISK
 LX0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0744_SP_SET: BRIDGE
 LX0744_STAMPING: W 13 1935
 LX0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0744
 LX0744  HISTORY     - Date     Condition        Report By
 LX0744  HISTORY     - 1935     MONUMENTED       CGS
 LX0744  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0744
 LX0744                          STATION DESCRIPTION
 LX0744
 LX0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0744'1.6 MI S FROM THOMASTON.
 LX0744'1.6 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0744'RAILROAD FROM THE STATION AT THOMASTON, LITCHFIELD COUNTY AT
 LX0744'A 400-FOOT TRIPLE-SPAN CONCRETE ARCH BRIDGE OVER NAUGATUCK RIVER,
 LX0744'IN THE TOP OF THE NORTH END OF THE EAST PIER OF THE CENTER ARCH,
 LX0744'16 FEET WEST OF THE WEST RAIL, AND ABOUT 4 1/2 FEET LOWER THAN
 LX0744'THE TRACK.
 LX0744
 LX0744                          STATION RECOVERY (1985)
 LX0744
 LX0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0744'NOT RECOVERED, CONSIDER DESTROYED AS NEW BRIDGE HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0587 ***********************************************************************
 LX0587  DESIGNATION -  W 14
 LX0587  PID         -  LX0587
 LX0587  STATE/COUNTY-  CT/MIDDLESEX
 LX0587  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX0587
 LX0587                         *CURRENT SURVEY CONTROL
 LX0587  ___________________________________________________________________
 LX0587* NAD 83(1986)-  41 33 59.     (N)    072 34 44.     (W)     SCALED    
 LX0587* NAVD 88     -        58.664  (meters)     192.47   (feet)  ADJUSTED  
 LX0587  ___________________________________________________________________
 LX0587  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX0587  DYNAMIC HT  -          58.645 (meters)     192.40  (feet)  COMP
 LX0587  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 LX0587
 LX0587  VERT ORDER  -  FIRST     CLASS II
 LX0587
 LX0587.The horizontal coordinates were scaled from a topographic map and have
 LX0587.an estimated accuracy of +/- 6 seconds.
 LX0587
 LX0587.The orthometric height was determined by differential leveling
 LX0587.and adjusted by the National Geodetic Survey in June 1991..
 LX0587
 LX0587.The geoid height was determined by GEOID03.
 LX0587
 LX0587.The dynamic height is computed by dividing the NAVD 88
 LX0587.geopotential number by the normal gravity value computed on the
 LX0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0587.degrees latitude (g = 980.6199 gals.).
 LX0587
 LX0587.The modeled gravity was interpolated from observed gravity values.
 LX0587
 LX0587;                    North         East    Units  Estimated Accuracy
 LX0587;SPC CT       -   233,830.      319,070.      MT  (+/- 180 meters Scaled)
 LX0587
 LX0587                          SUPERSEDED SURVEY CONTROL
 LX0587
 LX0587  NGVD 29 (??/??/92)   58.955  (m)          193.42   (f) ADJ UNCH    1 2
 LX0587
 LX0587.Superseded values are not recommended for survey control.
 LX0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0587.See file dsdata.txt to determine how the superseded data were derived.
 LX0587
 LX0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM018044(NAD 83)
 LX0587_MARKER: DB = BENCH MARK DISK
 LX0587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0587_SP_SET: BRIDGE ABUTMENT
 LX0587_STAMPING: W 14 1935
 LX0587_MARK LOGO: CGS   
 LX0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0587
 LX0587  HISTORY     - Date     Condition        Report By
 LX0587  HISTORY     - 1935     MONUMENTED       CGS
 LX0587  HISTORY     - 1952     GOOD             NGS
 LX0587  HISTORY     - 1972     GOOD             CTGS
 LX0587  HISTORY     - 1986     GOOD             NGS
 LX0587  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 LX0587
 LX0587                          STATION DESCRIPTION
 LX0587
 LX0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0587'1.4 MI W FROM COBALT.
 LX0587'ABOUT 1.4 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0587'RAILROAD FROM COBALT, MIDDLESEX COUNTY, AT BRIDGE 28.47 OVER A
 LX0587'DIRT ROAD, IN THE TOP OF THE WEST BACK WALL, 6 FEET NORTH OF
 LX0587'THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE
 LX0587'RAIL.  A STANDARD DISK, STAMPED W 14 1935.
 LX0587
 LX0587                          STATION RECOVERY (1952)
 LX0587
 LX0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LX0587'RECOVERED IN GOOD CONDITION.
 LX0587
 LX0587                          STATION RECOVERY (1972)
 LX0587
 LX0587'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0587'RECOVERED IN GOOD CONDITION.
 LX0587
 LX0587                          STATION RECOVERY (1986)
 LX0587
 LX0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0587'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  5.1 KM (3.2 MI)
 LX0587'SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE JUNCTION OF STATE HIGHWAY
 LX0587'17A IN PORTLAND, THENCE 1.6 KM (1.0 MI) EAST ALONG MIDDLE HADDAM ROAD
 LX0587'TO THE JUNCTION OF BREEZY CORNERS ROAD, THENCE 0.10 KM (0.05 MI)
 LX0587'NORTHEAST ALONG BREEZY CORNERS ROAD TO THE MARK ON THE LEFT, 5.1
 LX0587'METERS (17.0 FT) NORTHWEST OF THE CENTER OF THE ROAD, 4.8 METERS (15.8
 LX0587'FT) NORTHEAST OF THE SOUTH END OF THE ABUTMENT, 4.4 METERS (14.6 FT)
 LX0587'SOUTHWEST OF THE NORTH END OF THE ABUTMENT, 0.06 METER (0.2 FT)
 LX0587'NORTHWEST OF A CHAIN LINK FENCE.
 LX0587'THE MARK IS 4.8 M ABOVE BREEZY CORNERS ROAD.
 LX0587
 LX0587                          STATION RECOVERY (1997)
 LX0587
 LX0587'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0676 ***********************************************************************
 LX0676  DESIGNATION -  W 15
 LX0676  PID         -  LX0676
 LX0676  STATE/COUNTY-  CT/LITCHFIELD
 LX0676  USGS QUAD   -  KENT (1971)
 LX0676
 LX0676                         *CURRENT SURVEY CONTROL
 LX0676  ___________________________________________________________________
 LX0676* NAD 83(1986)-  41 37 51.     (N)    073 28 01.     (W)     SCALED    
 LX0676* NAVD 88     -        75.279  (meters)     246.98   (feet)  ADJUSTED  
 LX0676  ___________________________________________________________________
 LX0676  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX0676  DYNAMIC HT  -          75.254 (meters)     246.90  (feet)  COMP
 LX0676  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 LX0676
 LX0676  VERT ORDER  -  SECOND    CLASS 0
 LX0676
 LX0676.The horizontal coordinates were scaled from a topographic map and have
 LX0676.an estimated accuracy of +/- 6 seconds.
 LX0676
 LX0676.The orthometric height was determined by differential leveling
 LX0676.and adjusted by the National Geodetic Survey in June 1991..
 LX0676
 LX0676.The geoid height was determined by GEOID03.
 LX0676
 LX0676.The dynamic height is computed by dividing the NAVD 88
 LX0676.geopotential number by the normal gravity value computed on the
 LX0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0676.degrees latitude (g = 980.6199 gals.).
 LX0676
 LX0676.The modeled gravity was interpolated from observed gravity values.
 LX0676
 LX0676;                    North         East    Units  Estimated Accuracy
 LX0676;SPC CT       -   241,220.      245,060.      MT  (+/- 180 meters Scaled)
 LX0676
 LX0676                          SUPERSEDED SURVEY CONTROL
 LX0676
 LX0676  NGVD 29 (??/??/92)   75.555  (m)          247.88   (f) ADJ UNCH    2 0
 LX0676
 LX0676.Superseded values are not recommended for survey control.
 LX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0676.See file dsdata.txt to determine how the superseded data were derived.
 LX0676
 LX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM276099(NAD 83)
 LX0676_MARKER: DB = BENCH MARK DISK
 LX0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0676_SP_SET: CULVERT
 LX0676_STAMPING: W 15 1935
 LX0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0676
 LX0676  HISTORY     - Date     Condition        Report By
 LX0676  HISTORY     - 1935     MONUMENTED       CGS
 LX0676  HISTORY     - 1983     GOOD             NGS
 LX0676  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0676
 LX0676                          STATION DESCRIPTION
 LX0676
 LX0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0676'1.4 MI S FROM GAYLORDSVILLE.
 LX0676'1.4 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0676'RAILROAD FROM THE STATION AT GAYLORDSVILLE, LITCHFIELD COUNTY,
 LX0676'50 FEET EAST OF THE CENTERLINE OF A ROAD, 40 FEET WEST OF THE
 LX0676'WEST RAIL, AT A 30-INCH PIPE CULVERT, IN THE TOP OF THE WEST
 LX0676'HEADWALL, 4 FEET NORTH OF THE SOUTH END OF THE HEADWALL, AND 25
 LX0676'FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED W 15 1935.
 LX0676
 LX0676                          STATION RECOVERY (1983)
 LX0676
 LX0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0676'RECOVERED IN GOOD CONDITION.
 LX0676
 LX0676                          STATION RECOVERY (1984)
 LX0676
 LX0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0676'NOT RECOVERED, INACCESSIBLE TO THE LINE ROUTE, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0554 ***********************************************************************
 LX0554  DESIGNATION -  W 16
 LX0554  PID         -  LX0554
 LX0554  STATE/COUNTY-  CT/HARTFORD
 LX0554  USGS QUAD   -  COLLINSVILLE (1984)
 LX0554
 LX0554                         *CURRENT SURVEY CONTROL
 LX0554  ___________________________________________________________________
 LX0554* NAD 83(1986)-  41 49 21.     (N)    072 53 47.     (W)     SCALED    
 LX0554* NAVD 88     -       104.559  (meters)     343.04   (feet)  ADJUSTED  
 LX0554  ___________________________________________________________________
 LX0554  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LX0554  DYNAMIC HT  -         104.528 (meters)     342.94  (feet)  COMP
 LX0554  MODELED GRAV-     980,330.6   (mgal)                       NAVD 88
 LX0554
 LX0554  VERT ORDER  -  SECOND    CLASS 0
 LX0554
 LX0554.The horizontal coordinates were scaled from a topographic map and have
 LX0554.an estimated accuracy of +/- 6 seconds.
 LX0554
 LX0554.The orthometric height was determined by differential leveling
 LX0554.and adjusted by the National Geodetic Survey in June 1991..
 LX0554
 LX0554.The geoid height was determined by GEOID03.
 LX0554
 LX0554.The dynamic height is computed by dividing the NAVD 88
 LX0554.geopotential number by the normal gravity value computed on the
 LX0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0554.degrees latitude (g = 980.6199 gals.).
 LX0554
 LX0554.The modeled gravity was interpolated from observed gravity values.
 LX0554
 LX0554;                    North         East    Units  Estimated Accuracy
 LX0554;SPC CT       -   262,270.      292,640.      MT  (+/- 180 meters Scaled)
 LX0554
 LX0554                          SUPERSEDED SURVEY CONTROL
 LX0554
 LX0554  NGVD 29 (??/??/92)  104.800  (m)          343.83   (f) ADJ UNCH    2 0
 LX0554
 LX0554.Superseded values are not recommended for survey control.
 LX0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0554.See file dsdata.txt to determine how the superseded data were derived.
 LX0554
 LX0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM747322(NAD 83)
 LX0554_MARKER: DB = BENCH MARK DISK
 LX0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0554_STAMPING: W 16 1935
 LX0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0554+STABILITY: SURFACE MOTION
 LX0554
 LX0554  HISTORY     - Date     Condition        Report By
 LX0554  HISTORY     - 1935     MONUMENTED       CGS
 LX0554  HISTORY     - 1935     GOOD             NGS
 LX0554
 LX0554                          STATION DESCRIPTION
 LX0554
 LX0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0554'AT CANTON.
 LX0554'AT CANTON, HARTFORD COUNTY, AT THE OLD NEW YORK, NEW HAVEN AND
 LX0554'HARTFORD RAILROAD STATION, 40 FEET SOUTHEAST OF THE SOUTHEAST
 LX0554'CORNER, ABOUT 100 FEET SOUTH OF POLE 2474, 13 FEET SOUTH OF THE
 LX0554'CENTERLINE OF THE OLD ROADBED, AND ABOUT 1 FOOT HIGHER THAN THE
 LX0554'ROADBED.  A STANDARD DISK, STAMPED W 16 1935 AND SET IN THE
 LX0554'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LX0554'NOTE-- IT WAS REPORTED IN AUGUST 1942 THAT THE RAILROAD NO
 LX0554'LONGER USES THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0733 ***********************************************************************
 LX0733  DESIGNATION -  W 19
 LX0733  PID         -  LX0733
 LX0733  STATE/COUNTY-  CT/LITCHFIELD
 LX0733  USGS QUAD   -  WINSTED (1984)
 LX0733
 LX0733                         *CURRENT SURVEY CONTROL
 LX0733  ___________________________________________________________________
 LX0733* NAD 83(1986)-  41 52 58.     (N)    073 04 28.     (W)     SCALED    
 LX0733* NAVD 88     -       214.715  (meters)     704.44   (feet)  ADJUSTED  
 LX0733  ___________________________________________________________________
 LX0733  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX0733  DYNAMIC HT  -         214.647 (meters)     704.22  (feet)  COMP
 LX0733  MODELED GRAV-     980,300.6   (mgal)                       NAVD 88
 LX0733
 LX0733  VERT ORDER  -  FIRST     CLASS II
 LX0733
 LX0733.The horizontal coordinates were scaled from a topographic map and have
 LX0733.an estimated accuracy of +/- 6 seconds.
 LX0733
 LX0733.The orthometric height was determined by differential leveling
 LX0733.and adjusted by the National Geodetic Survey in June 1991..
 LX0733
 LX0733.The geoid height was determined by GEOID03.
 LX0733
 LX0733.The dynamic height is computed by dividing the NAVD 88
 LX0733.geopotential number by the normal gravity value computed on the
 LX0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0733.degrees latitude (g = 980.6199 gals.).
 LX0733
 LX0733.The modeled gravity was interpolated from observed gravity values.
 LX0733
 LX0733;                    North         East    Units  Estimated Accuracy
 LX0733;SPC CT       -   269,000.      277,870.      MT  (+/- 180 meters Scaled)
 LX0733
 LX0733                          SUPERSEDED SURVEY CONTROL
 LX0733
 LX0733  NGVD 29 (??/??/92)  214.950  (m)          705.22   (f) ADJ UNCH    1 2
 LX0733
 LX0733.Superseded values are not recommended for survey control.
 LX0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0733.See file dsdata.txt to determine how the superseded data were derived.
 LX0733
 LX0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM597385(NAD 83)
 LX0733_MARKER: DB = BENCH MARK DISK
 LX0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0733_SP_SET: ABUTMENT
 LX0733_STAMPING: W 19 1935
 LX0733_MARK LOGO: CGS   
 LX0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0733
 LX0733  HISTORY     - Date     Condition        Report By
 LX0733  HISTORY     - 1935     MONUMENTED       CGS
 LX0733  HISTORY     - 1985     GOOD             NGS
 LX0733
 LX0733                          STATION DESCRIPTION
 LX0733
 LX0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0733'1.4 MI N FROM BURRVILLE.
 LX0733'ABOUT 1.4 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0733'RAILROAD FROM THE STATION AT BURRVILLE, LITCHFIELD COUNTY,
 LX0733'ABOUT 200 FEET SOUTH OF THE TORRINGTON-WINCHESTER TOWN LINE,
 LX0733'AT BRIDGE 53.19, IN THE TOP OF THE WEST SIDE OF THE SOUTH ABUTMENT,
 LX0733'5 FEET WEST OF THE WEST TRACK, AND ABOUT 4 FEET LOWER THAN THE
 LX0733'TRACK.  A STANDARD DISK, STAMPED W 19 1935.
 LX0733
 LX0733                          STATION RECOVERY (1985)
 LX0733
 LX0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0733'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, 4.5 KM (2.8 MI)
 LX0733'SOUTH ALONG COUNTY ROAD 800 FROM THE JUNCTION OF U.S. HIGHWAY 44 IN
 LX0733'WINSTED TO THE MARK ON THE LEFT, IN TOP OF THE WEST SIDE OF THE SOUTH
 LX0733'ABUTMENT SEAT OF THE ABANDON NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0733'BRIDGE OVER A BROOK, ABOUT 60.1 METERS (200 FT) SOUTH OF THE
 LX0733'TORRINGTON-WINCHESTER TOWN LINE, 1.21 METERS (4.0 FT) WEST OF THE WEST
 LX0733'FACE OF THE WEST I-BEAM FRAME OF THE ABANDON BRIDGE, 0.61 METER (2.0
 LX0733'FT) NORTH OF THE NORTH FACE OF THE SOUTH ABUTMENT OF THE ABANDON
 LX0733'BRIDGE.
 LX0733'THE MARK IS 1.21 M BELOW ABANDON RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0874 ***********************************************************************
 LX0874  DESIGNATION -  W 2
 LX0874  PID         -  LX0874
 LX0874  STATE/COUNTY-  CT/FAIRFIELD
 LX0874  USGS QUAD   -  BRIDGEPORT (1984)
 LX0874
 LX0874                         *CURRENT SURVEY CONTROL
 LX0874  ___________________________________________________________________
 LX0874* NAD 83(1986)-  41 11 08.     (N)    073 08 40.     (W)     SCALED    
 LX0874* NAVD 88     -         6.465  (meters)      21.21   (feet)  ADJUSTED  
 LX0874  ___________________________________________________________________
 LX0874  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0874  DYNAMIC HT  -           6.463 (meters)      21.20  (feet)  COMP
 LX0874  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 LX0874
 LX0874  VERT ORDER  -  FIRST     CLASS I
 LX0874
 LX0874.The horizontal coordinates were scaled from a topographic map and have
 LX0874.an estimated accuracy of +/- 6 seconds.
 LX0874
 LX0874.The orthometric height was determined by differential leveling
 LX0874.and adjusted by the National Geodetic Survey in June 1991..
 LX0874
 LX0874.The geoid height was determined by GEOID03.
 LX0874
 LX0874.The dynamic height is computed by dividing the NAVD 88
 LX0874.geopotential number by the normal gravity value computed on the
 LX0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0874.degrees latitude (g = 980.6199 gals.).
 LX0874
 LX0874.The modeled gravity was interpolated from observed gravity values.
 LX0874
 LX0874;                    North         East    Units  Estimated Accuracy
 LX0874;SPC CT       -   191,590.      271,710.      MT  (+/- 180 meters Scaled)
 LX0874
 LX0874                          SUPERSEDED SURVEY CONTROL
 LX0874
 LX0874  NGVD 29 (??/??/92)    6.80   (m)           22.3    (f) COMPUTED    1 1
 LX0874
 LX0874.Superseded values are not recommended for survey control.
 LX0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0874.See file dsdata.txt to determine how the superseded data were derived.
 LX0874
 LX0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL556610(NAD 83)
 LX0874_MARKER: DB = BENCH MARK DISK
 LX0874_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0874_SP_SET: UNSPECIFIED ROCK
 LX0874_STAMPING: ELEV 22.297 W 2 1923 FT
 LX0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0874
 LX0874  HISTORY     - Date     Condition        Report By
 LX0874  HISTORY     - 1923     MONUMENTED       CGS
 LX0874  HISTORY     - 1965     GOOD             NGS
 LX0874  HISTORY     - 1982     GOOD             NGS
 LX0874
 LX0874                          STATION DESCRIPTION
 LX0874
 LX0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0874'AT STRATFORD.
 LX0874'AT STRATFORD, ABOUT 0.1 MILE WEST ALONG THE NY, NH AND H
 LX0874'RAILROAD FROM THE U.S. BAIRD CORP PLANT WHICH IS LOCATED AT THE
 LX0874'JUNCTION OF STRATFORD AVENUE AND HONEYSPOT ROAD, SET ON THE TOP
 LX0874'OF A ROCK WHICH IS ABOUT 12 FEET LONG- 4 FEET HIGH AND IS PART
 LX0874'OF A VERY HIGH BANK NORTH OF THE TRACK, DIRECTLY ACROSS THE
 LX0874'TRACK FROM A LARGE POWER SUB-STATION, 23 1/2 FEET EAST OF ELECTRIC
 LX0874'CABLE TOWER NO. 824, 6.8 FEET NORTH OF THE NORTH RAIL OF THE
 LX0874'NORTH TRACK OF FOUR TRACKS, 4 FEET EAST OF THE WEST END OF THE
 LX0874'ROCK AND ABOUT LEVEL WITH THE TRACK.
 LX0874
 LX0874                          STATION RECOVERY (1982)
 LX0874
 LX0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1166 ***********************************************************************
 LX1166  DESIGNATION -  W 31
 LX1166  PID         -  LX1166
 LX1166  STATE/COUNTY-  CT/FAIRFIELD
 LX1166  USGS QUAD   -  STAMFORD (1984)
 LX1166
 LX1166                         *CURRENT SURVEY CONTROL
 LX1166  ___________________________________________________________________
 LX1166* NAD 83(1986)-  41 01 37.     (N)    073 35 02.     (W)     SCALED    
 LX1166* NAVD 88     -        20.033  (meters)      65.72   (feet)  ADJUSTED  
 LX1166  ___________________________________________________________________
 LX1166  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX1166  DYNAMIC HT  -          20.027 (meters)      65.71  (feet)  COMP
 LX1166  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX1166
 LX1166  VERT ORDER  -  FIRST     CLASS I
 LX1166
 LX1166.The horizontal coordinates were scaled from a topographic map and have
 LX1166.an estimated accuracy of +/- 6 seconds.
 LX1166
 LX1166.The orthometric height was determined by differential leveling
 LX1166.and adjusted by the National Geodetic Survey in June 1991..
 LX1166
 LX1166.The geoid height was determined by GEOID03.
 LX1166
 LX1166.The dynamic height is computed by dividing the NAVD 88
 LX1166.geopotential number by the normal gravity value computed on the
 LX1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1166.degrees latitude (g = 980.6199 gals.).
 LX1166
 LX1166.The modeled gravity was interpolated from observed gravity values.
 LX1166
 LX1166;                    North         East    Units  Estimated Accuracy
 LX1166;SPC CT       -   174,240.      234,670.      MT  (+/- 180 meters Scaled)
 LX1166
 LX1166                          SUPERSEDED SURVEY CONTROL
 LX1166
 LX1166  NGVD 29 (??/??/92)   20.370  (m)           66.83   (f) ADJ UNCH    1 1
 LX1166
 LX1166.Superseded values are not recommended for survey control.
 LX1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1166.See file dsdata.txt to determine how the superseded data were derived.
 LX1166
 LX1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL190427(NAD 83)
 LX1166_MARKER: DB = BENCH MARK DISK
 LX1166_SETTING: 80 = SET IN A BOULDER
 LX1166_SP_SET: BOULDER
 LX1166_STAMPING: W 31 1965
 LX1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1166+STABILITY: SURFACE MOTION
 LX1166
 LX1166  HISTORY     - Date     Condition        Report By
 LX1166  HISTORY     - 1965     MONUMENTED       CGS
 LX1166  HISTORY     - 1983     GOOD             NGS
 LX1166  HISTORY     - 1984     GOOD             USPSQD
 LX1166  HISTORY     - 1988     GOOD             USPSQD
 LX1166  HISTORY     - 1989     GOOD             USPSQD
 LX1166
 LX1166                          STATION DESCRIPTION
 LX1166
 LX1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1166'1.2 MI S FROM RIVERSIDE.
 LX1166'1.15 MILES SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE
 LX1166'AT RIVERSIDE, ABOUT 103 YARDS SOUTH ALONG INDIAN HEAD ROAD
 LX1166'FROM THE INTERSECTION OF THE ROAD AND THE AVENUE, ON THE LAWN
 LX1166'OF THE ST PAULS EPISCOPAL CHURCH, SET ON THE TOP OF THE
 LX1166'EXPOSED PART OF AN 8-BY-6- FOOT BURIED BOULDER PROJECTING 1/2
 LX1166'FOOT ABOVE THE LEVEL OF THE GROUND, 91 FEET SOUTH-SOUTHWEST OF
 LX1166'THE SOUTHEAST CORNER OF THE CHURCH, 77 FEET WEST OF THE CENTER
 LX1166'LINE OF INDIAN HEAD ROAD, 89 FEET SOUTH OF THE SOUTH SIDE OF THE
 LX1166'CHURCH AND ABOUT LEVEL WITH THE ROAD.
 LX1166
 LX1166                          STATION RECOVERY (1983)
 LX1166
 LX1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1166'RECOVERED IN GOOD CONDITION.
 LX1166
 LX1166                          STATION RECOVERY (1984)
 LX1166
 LX1166'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1166'RECOVERED IN GOOD CONDITION.
 LX1166
 LX1166                          STATION RECOVERY (1988)
 LX1166
 LX1166'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1166'RECOVERED IN GOOD CONDITION.
 LX1166
 LX1166                          STATION RECOVERY (1989)
 LX1166
 LX1166'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0792 ***********************************************************************
 LX0792  DESIGNATION -  W 32
 LX0792  PID         -  LX0792
 LX0792  STATE/COUNTY-  CT/FAIRFIELD
 LX0792  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0792
 LX0792                         *CURRENT SURVEY CONTROL
 LX0792  ___________________________________________________________________
 LX0792* NAD 83(1986)-  41 06 03.     (N)    073 24 31.     (W)     SCALED    
 LX0792* NAVD 88     -         8.145  (meters)      26.72   (feet)  ADJUSTED  
 LX0792  ___________________________________________________________________
 LX0792  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX0792  DYNAMIC HT  -           8.142 (meters)      26.71  (feet)  COMP
 LX0792  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX0792
 LX0792  VERT ORDER  -  FIRST     CLASS I
 LX0792
 LX0792.The horizontal coordinates were scaled from a topographic map and have
 LX0792.an estimated accuracy of +/- 6 seconds.
 LX0792
 LX0792.The orthometric height was determined by differential leveling
 LX0792.and adjusted by the National Geodetic Survey in June 1991..
 LX0792
 LX0792.The geoid height was determined by GEOID03.
 LX0792
 LX0792.The dynamic height is computed by dividing the NAVD 88
 LX0792.geopotential number by the normal gravity value computed on the
 LX0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0792.degrees latitude (g = 980.6199 gals.).
 LX0792
 LX0792.The modeled gravity was interpolated from observed gravity values.
 LX0792
 LX0792;                    North         East    Units  Estimated Accuracy
 LX0792;SPC CT       -   182,320.      249,470.      MT  (+/- 180 meters Scaled)
 LX0792
 LX0792                          SUPERSEDED SURVEY CONTROL
 LX0792
 LX0792  NGVD 29 (??/??/92)    8.478  (m)           27.81   (f) ADJ UNCH    1 1
 LX0792
 LX0792.Superseded values are not recommended for survey control.
 LX0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0792.See file dsdata.txt to determine how the superseded data were derived.
 LX0792
 LX0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL336511(NAD 83)
 LX0792_MARKER: DB = BENCH MARK DISK
 LX0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0792_SP_SET: BUILDING
 LX0792_STAMPING: W 32 1965
 LX0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0792
 LX0792  HISTORY     - Date     Condition        Report By
 LX0792  HISTORY     - 1965     MONUMENTED       CGS
 LX0792  HISTORY     - 1983     GOOD             NGS
 LX0792
 LX0792                          STATION DESCRIPTION
 LX0792
 LX0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0792'AT EAST NORWALK.
 LX0792'AT EAST NORWALK, ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 136
 LX0792'FROM THE INTERSECTION OF EAST AVENUE, ABOUT 0.35 MILE EAST OF
 LX0792'THE BRIDGE OVER THE NORWALK RIVER, NEAR THE JUNCTION OF HARVEY
 LX0792'STREET, SET VERTICALLY IN THE SOUTH FACE OF CONCRETE COLUMN NEAR
 LX0792'THE SOUTHWEST CORNER OF THE HAT CORPORATION BUILDING, (A LARGE
 LX0792'THREE-STORIED BUILDING), 31 FEET EAST OF THE EXTENDED CENTER
 LX0792'LINE OF HARVEY STREET, 14 FEET NORTH OF THE NORTH CURB OF THE
 LX0792'HIGHWAY, 0.9 FOOT EAST OF THE SOUTHWEST CORNER OF COLUMN AND 2
 LX0792'FEET ABOVE THE LEVEL OF THE GROUND.
 LX0792
 LX0792                          STATION RECOVERY (1983)
 LX0792
 LX0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0875 ***********************************************************************
 LX0875  DESIGNATION -  W 33
 LX0875  PID         -  LX0875
 LX0875  STATE/COUNTY-  CT/FAIRFIELD
 LX0875  USGS QUAD   -  BRIDGEPORT (1984)
 LX0875
 LX0875                         *CURRENT SURVEY CONTROL
 LX0875  ___________________________________________________________________
 LX0875* NAD 83(1986)-  41 11 12.     (N)    073 08 13.     (W)     SCALED    
 LX0875* NAVD 88     -         7.015  (meters)      23.02   (feet)  ADJUSTED  
 LX0875  ___________________________________________________________________
 LX0875  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0875  DYNAMIC HT  -           7.013 (meters)      23.01  (feet)  COMP
 LX0875  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 LX0875
 LX0875  VERT ORDER  -  FIRST     CLASS I
 LX0875
 LX0875.The horizontal coordinates were scaled from a topographic map and have
 LX0875.an estimated accuracy of +/- 6 seconds.
 LX0875
 LX0875.The orthometric height was determined by differential leveling
 LX0875.and adjusted by the National Geodetic Survey in June 1991..
 LX0875
 LX0875.The geoid height was determined by GEOID03.
 LX0875
 LX0875.The dynamic height is computed by dividing the NAVD 88
 LX0875.geopotential number by the normal gravity value computed on the
 LX0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0875.degrees latitude (g = 980.6199 gals.).
 LX0875
 LX0875.The modeled gravity was interpolated from observed gravity values.
 LX0875
 LX0875;                    North         East    Units  Estimated Accuracy
 LX0875;SPC CT       -   191,710.      272,340.      MT  (+/- 180 meters Scaled)
 LX0875
 LX0875                          SUPERSEDED SURVEY CONTROL
 LX0875
 LX0875  NGVD 29 (??/??/92)    7.346  (m)           24.10   (f) ADJ UNCH    1 1
 LX0875
 LX0875.Superseded values are not recommended for survey control.
 LX0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0875.See file dsdata.txt to determine how the superseded data were derived.
 LX0875
 LX0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL562611(NAD 83)
 LX0875_MARKER: DB = BENCH MARK DISK
 LX0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0875_SP_SET: ABUTMENT
 LX0875_STAMPING: W 33 1965
 LX0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0875
 LX0875  HISTORY     - Date     Condition        Report By
 LX0875  HISTORY     - 1965     MONUMENTED       CGS
 LX0875  HISTORY     - 1982     GOOD             NGS
 LX0875  HISTORY     - 1988     GOOD             USPSQD
 LX0875
 LX0875                          STATION DESCRIPTION
 LX0875
 LX0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0875'AT STRATFORD.
 LX0875'AT STRATFORD, AT THE JUNCTION OF STRATFORD AVENUE AND LEWIS
 LX0875'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE WEST END OF
 LX0875'THE NORTH CONCRETE ABUTMENT OF THE CONNECTICUT TURNPIKE OVERPASS
 LX0875'OVER STRATFORD AVENUE, 15.5 FEET NORTH OF THE NORTH CURB OF THE
 LX0875'AVENUE, 2.2 FEET EAST OF THE WEST END OF THE ABUTMENT, 2 FEET
 LX0875'ABOVE THE LEVEL OF THE GROUND AND 2 1/2 FEET ABOVE THE LEVEL
 LX0875'OF THE AVENUE.
 LX0875
 LX0875                          STATION RECOVERY (1982)
 LX0875
 LX0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0875'RECOVERED IN GOOD CONDITION.
 LX0875
 LX0875                          STATION RECOVERY (1988)
 LX0875
 LX0875'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0393 ***********************************************************************
 LX0393  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0393  DESIGNATION -  W 34
 LX0393  PID         -  LX0393
 LX0393  STATE/COUNTY-  CT/NEW HAVEN
 LX0393  USGS QUAD   -  NEW HAVEN (1984)
 LX0393
 LX0393                         *CURRENT SURVEY CONTROL
 LX0393  ___________________________________________________________________
 LX0393* NAD 83(1986)-  41 17 46.     (N)    072 54 07.     (W)     SCALED    
 LX0393* NAVD 88     -         2.578  (meters)       8.46   (feet)  ADJUSTED  
 LX0393  ___________________________________________________________________
 LX0393  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX0393  DYNAMIC HT  -           2.577 (meters)       8.45  (feet)  COMP
 LX0393  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 LX0393
 LX0393  VERT ORDER  -  FIRST     CLASS I
 LX0393
 LX0393.The horizontal coordinates were scaled from a topographic map and have
 LX0393.an estimated accuracy of +/- 6 seconds.
 LX0393
 LX0393.The orthometric height was determined by differential leveling
 LX0393.and adjusted by the National Geodetic Survey in June 1991..
 LX0393
 LX0393.This Tidal Bench Mark is designated as VM 2269
 LX0393.by the Center for Operational Oceanographic Products and Services.
 LX0393
 LX0393.The geoid height was determined by GEOID03.
 LX0393
 LX0393.The dynamic height is computed by dividing the NAVD 88
 LX0393.geopotential number by the normal gravity value computed on the
 LX0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0393.degrees latitude (g = 980.6199 gals.).
 LX0393
 LX0393.The modeled gravity was interpolated from observed gravity values.
 LX0393
 LX0393;                    North         East    Units  Estimated Accuracy
 LX0393;SPC CT       -   203,810.      292,070.      MT  (+/- 180 meters Scaled)
 LX0393
 LX0393                          SUPERSEDED SURVEY CONTROL
 LX0393
 LX0393  NGVD 29 (??/??/92)    2.895  (m)            9.50   (f) ADJ UNCH    1 1
 LX0393
 LX0393.Superseded values are not recommended for survey control.
 LX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0393.See file dsdata.txt to determine how the superseded data were derived.
 LX0393
 LX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL756737(NAD 83)
 LX0393_MARKER: DB = BENCH MARK DISK
 LX0393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0393_SP_SET: PIER
 LX0393_STAMPING: W 34 1965
 LX0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0393
 LX0393  HISTORY     - Date     Condition        Report By
 LX0393  HISTORY     - 1965     MONUMENTED       CGS
 LX0393  HISTORY     - 1988     GOOD             USPSQD
 LX0393
 LX0393                          STATION DESCRIPTION
 LX0393
 LX0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0393'AT NEW HAVEN.
 LX0393'AT NEW HAVEN, ABOUT 60 YARDS SOUTHEAST OF THE JUNCTION OF FORBES
 LX0393'AVENUE (U.S. HIGHWAY 1) AND WATERFRONT STREET, SET VERTICALLY IN
 LX0393'THE SOUTH CONCRETE FACE OF A PIER SUPPORTING THE CONNECTICUT
 LX0393'TURNPIKE OVER THE HIGHWAY, 15 FEET NORTHEAST OF THE NORTHEAST
 LX0393'CURB OF THE HIGHWAY AND 1.8 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0393
 LX0393                          STATION RECOVERY (1988)
 LX0393
 LX0393'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0119 ***********************************************************************
 LX0119  DESIGNATION -  W 35
 LX0119  PID         -  LX0119
 LX0119  STATE/COUNTY-  CT/NEW LONDON
 LX0119  USGS QUAD   -  OLD LYME (1976)
 LX0119
 LX0119                         *CURRENT SURVEY CONTROL
 LX0119  ___________________________________________________________________
 LX0119* NAD 83(1986)-  41 17 38.     (N)    072 15 56.     (W)     SCALED    
 LX0119* NAVD 88     -        20.051  (meters)      65.78   (feet)  ADJUSTED  
 LX0119  ___________________________________________________________________
 LX0119  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0119  DYNAMIC HT  -          20.044 (meters)      65.76  (feet)  COMP
 LX0119  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX0119  OBS GRAVITY -     980,278.4   (mgal)                       GRAV_OBS
 LX0119
 LX0119  VERT ORDER  -  FIRST     CLASS I
 LX0119
 LX0119.The horizontal coordinates were scaled from a topographic map and have
 LX0119.an estimated accuracy of +/- 6 seconds.
 LX0119
 LX0119.The orthometric height was determined by differential leveling
 LX0119.and adjusted by the National Geodetic Survey in June 1991..
 LX0119
 LX0119.The geoid height was determined by GEOID03.
 LX0119
 LX0119.The dynamic height is computed by dividing the NAVD 88
 LX0119.geopotential number by the normal gravity value computed on the
 LX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0119.degrees latitude (g = 980.6199 gals.).
 LX0119
 LX0119.The modeled gravity was interpolated from observed gravity values.
 LX0119.The observed gravity was obtained from relative gravimeter ties
 LX0119.to the IGSN71 gravity network.
 LX0119
 LX0119;                    North         East    Units  Estimated Accuracy
 LX0119;SPC CT       -   203,660.      345,380.      MT  (+/- 180 meters Scaled)
 LX0119
 LX0119                          SUPERSEDED SURVEY CONTROL
 LX0119
 LX0119  NGVD 29 (??/??/92)   20.358  (m)           66.79   (f) ADJ UNCH    1 1
 LX0119
 LX0119.Superseded values are not recommended for survey control.
 LX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0119.See file dsdata.txt to determine how the superseded data were derived.
 LX0119
 LX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL289749(NAD 83)
 LX0119_MARKER: DB = BENCH MARK DISK
 LX0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0119_SP_SET: ABUTMENT
 LX0119_STAMPING: W 35 1965
 LX0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0119
 LX0119  HISTORY     - Date     Condition        Report By
 LX0119  HISTORY     - 1965     MONUMENTED       CGS
 LX0119  HISTORY     - 1983     GOOD             USPSQD
 LX0119  HISTORY     - 1987     GOOD             USPSQD
 LX0119  HISTORY     - 1988     GOOD             USPSQD
 LX0119  HISTORY     - 1989     POOR             USPSQD
 LX0119  HISTORY     - 19900414 GOOD             USPSQD
 LX0119  HISTORY     - 19901206 GOOD             USPSQD
 LX0119  HISTORY     - 20011001 GOOD             USPSQD
 LX0119
 LX0119                          STATION DESCRIPTION
 LX0119
 LX0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0119'0.4 MI SW FROM SOUTH LYME.
 LX0119'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 156 FROM THE POST
 LX0119'OFFICE AT SOUTH LYME, (FORMERLY THE RR STATION), ABOUT 0.7
 LX0119'MILE NORTHEAST OF THE FIRE STATION AT SOUND VIEW, SET ON THE TOP
 LX0119'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 LX0119'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0119'23.5 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1/2
 LX0119'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 LX0119
 LX0119                          STATION RECOVERY (1983)
 LX0119
 LX0119'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0119'NOTE: SOUTH AND FIRE STATION ON STATE HIGHWAY 156 HAS BEEN MOVED.
 LX0119'THIS STRUCTURE NOW THE OLD LYME POLICE DEPARTMENT. NEW YORK, NEW
 LX0119'HAVEN AND HARTFORD RAILROAD NOW AMTRACK. CONDITION, STAMPING SOMEWHAT
 LX0119'DAMAGED BY VANDALS BUT STILL READABLE.
 LX0119
 LX0119                          STATION RECOVERY (1987)
 LX0119
 LX0119'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0119'RECOVERED IN GOOD CONDITION.
 LX0119
 LX0119                          STATION RECOVERY (1988)
 LX0119
 LX0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0119'RECOVERED IN GOOD CONDITION.
 LX0119
 LX0119                          STATION RECOVERY (1989)
 LX0119
 LX0119'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0119'MARK RECOVERED IN POOR CONDITION.
 LX0119
 LX0119                          STATION RECOVERY (1990)
 LX0119
 LX0119'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0119'RECOVERED IN GOOD CONDITION.
 LX0119
 LX0119                          STATION RECOVERY (1990)
 LX0119
 LX0119'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0119'RECOVERED IN GOOD CONDITION.
 LX0119
 LX0119                          STATION RECOVERY (2001)
 LX0119
 LX0119'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0467 ***********************************************************************
 LX0467  DESIGNATION -  W 36
 LX0467  PID         -  LX0467
 LX0467  STATE/COUNTY-  CT/MIDDLESEX
 LX0467  USGS QUAD   -  CLINTON (1984)
 LX0467
 LX0467                         *CURRENT SURVEY CONTROL
 LX0467  ___________________________________________________________________
 LX0467* NAD 83(1986)-  41 16 43.     (N)    072 32 08.     (W)     SCALED    
 LX0467* NAVD 88     -         8.252  (meters)      27.07   (feet)  ADJUSTED  
 LX0467  ___________________________________________________________________
 LX0467  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 LX0467  DYNAMIC HT  -           8.250 (meters)      27.07  (feet)  COMP
 LX0467  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LX0467
 LX0467  VERT ORDER  -  FIRST     CLASS I
 LX0467
 LX0467.The horizontal coordinates were scaled from a topographic map and have
 LX0467.an estimated accuracy of +/- 6 seconds.
 LX0467
 LX0467.The orthometric height was determined by differential leveling
 LX0467.and adjusted by the National Geodetic Survey in June 1991..
 LX0467
 LX0467.The geoid height was determined by GEOID03.
 LX0467
 LX0467.The dynamic height is computed by dividing the NAVD 88
 LX0467.geopotential number by the normal gravity value computed on the
 LX0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0467.degrees latitude (g = 980.6199 gals.).
 LX0467
 LX0467.The modeled gravity was interpolated from observed gravity values.
 LX0467
 LX0467;                    North         East    Units  Estimated Accuracy
 LX0467;SPC CT       -   201,870.      322,770.      MT  (+/- 180 meters Scaled)
 LX0467
 LX0467                          SUPERSEDED SURVEY CONTROL
 LX0467
 LX0467  NGVD 29 (??/??/92)    8.577  (m)           28.14   (f) ADJ UNCH    1 1
 LX0467
 LX0467.Superseded values are not recommended for survey control.
 LX0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0467.See file dsdata.txt to determine how the superseded data were derived.
 LX0467
 LX0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL063726(NAD 83)
 LX0467_MARKER: DB = BENCH MARK DISK
 LX0467_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0467_SP_SET: UNSPECIFIED ROCK
 LX0467_STAMPING: W 36 1965
 LX0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0467
 LX0467  HISTORY     - Date     Condition        Report By
 LX0467  HISTORY     - 1965     MONUMENTED       CGS
 LX0467  HISTORY     - 1974     GOOD             CTGS
 LX0467  HISTORY     - 19940625 GOOD             USPSQD
 LX0467  HISTORY     - 1997     GOOD             USPSQD
 LX0467  HISTORY     - 19990227 GOOD             USPSQD
 LX0467
 LX0467                          STATION DESCRIPTION
 LX0467
 LX0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0467'AT CLINTON.
 LX0467'AT CLINTON, ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAY 1 FROM THE
 LX0467'POST OFFICE, ABOUT 75 YARDS EAST OF THE JUNCTION OF THE HIGHWAY
 LX0467'AND MAPLE AVENUE, ON THE EAST SIDE OF THE AMERICAN LEGION POST
 LX0467'NO. 66, ON LAND OWNED BY THE AMERICAN LEGIONAIRES, SET IN THE TOP
 LX0467'AND AT ABOUT THE HIGHEST POINT ON A SLOPING ROCK WHICH IS LARGE
 LX0467'AND LONG, 81 1/2 FEET EAST OF THE SOUTHEAST CORNER OF THE EAST
 LX0467'WING OF THE LEGION BLDG, 46 FEET SOUTH OF THE CENTER LINE OF
 LX0467'THE HIGHWAY AND ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0467
 LX0467                          STATION RECOVERY (1974)
 LX0467
 LX0467'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0467'RECOVERED IN GOOD CONDITION.
 LX0467
 LX0467                          STATION RECOVERY (1994)
 LX0467
 LX0467'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0467'RECOVERED IN GOOD CONDITION.
 LX0467
 LX0467                          STATION RECOVERY (1997)
 LX0467
 LX0467'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0467'RECOVERED IN GOOD CONDITION.
 LX0467
 LX0467                          STATION RECOVERY (1999)
 LX0467
 LX0467'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0718 ***********************************************************************
 LW0718  DESIGNATION -  W 37
 LW0718  PID         -  LW0718
 LW0718  STATE/COUNTY-  CT/NEW LONDON
 LW0718  USGS QUAD   -  MYSTIC (1984)
 LW0718
 LW0718                         *CURRENT SURVEY CONTROL
 LW0718  ___________________________________________________________________
 LW0718* NAD 83(1986)-  41 21 10.     (N)    071 58 20.     (W)     SCALED    
 LW0718* NAVD 88     -         5.881  (meters)      19.29   (feet)  ADJUSTED  
 LW0718  ___________________________________________________________________
 LW0718  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW0718  DYNAMIC HT  -           5.879 (meters)      19.29  (feet)  COMP
 LW0718  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0718
 LW0718  VERT ORDER  -  FIRST     CLASS I
 LW0718
 LW0718.The horizontal coordinates were scaled from a topographic map and have
 LW0718.an estimated accuracy of +/- 6 seconds.
 LW0718
 LW0718.The orthometric height was determined by differential leveling
 LW0718.and adjusted by the National Geodetic Survey in June 1991..
 LW0718
 LW0718.The geoid height was determined by GEOID03.
 LW0718
 LW0718.The dynamic height is computed by dividing the NAVD 88
 LW0718.geopotential number by the normal gravity value computed on the
 LW0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0718.degrees latitude (g = 980.6199 gals.).
 LW0718
 LW0718.The modeled gravity was interpolated from observed gravity values.
 LW0718
 LW0718;                    North         East    Units  Estimated Accuracy
 LW0718;SPC CT       -   210,380.      369,890.      MT  (+/- 180 meters Scaled)
 LW0718
 LW0718                          SUPERSEDED SURVEY CONTROL
 LW0718
 LW0718  NGVD 29 (??/??/92)    6.172  (m)           20.25   (f) ADJ UNCH    1 1
 LW0718
 LW0718.Superseded values are not recommended for survey control.
 LW0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0718.See file dsdata.txt to determine how the superseded data were derived.
 LW0718
 LW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF513821(NAD 83)
 LW0718_MARKER: DB = BENCH MARK DISK
 LW0718_SETTING: 66 = SET IN ROCK OUTCROP
 LW0718_SP_SET: BEDROCK
 LW0718_STAMPING: W 37 1965
 LW0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0718+STABILITY: POSITION/ELEVATION WELL
 LW0718
 LW0718  HISTORY     - Date     Condition        Report By
 LW0718  HISTORY     - 1965     MONUMENTED       CGS
 LW0718  HISTORY     - 1984     GOOD             USPSQD
 LW0718  HISTORY     - 1987     GOOD             USPSQD
 LW0718  HISTORY     - 1988     GOOD             USPSQD
 LW0718  HISTORY     - 20000110 GOOD             USPSQD
 LW0718
 LW0718                          STATION DESCRIPTION
 LW0718
 LW0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0718'0.1 MI SW FROM WEST MYSTIC.
 LW0718'0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 215 FROM THE INTERSECTION
 LW0718'OF U.S. HIGHWAY 1 AT WEST MYSTIC, 167 FEET EAST OF THE CENTER
 LW0718'OF THE INTERSECTION OF THE HIGHWAY AND NEW LONDON ROAD, IN TOP
 LW0718'OF BEDROCK WHICH IS AT THE BASE OF A 10-FOOT HIGH ROCK CUT, 25
 LW0718'FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 121 FEET
 LW0718'SOUTHWEST OF THE NORTHEAST END OF THE ROCK CUT, 30 1/2 FEET
 LW0718'SOUTH OF POWER LINE POLE NO. 399 100, AND ABOUT 3 FEET ABOVE THE
 LW0718'LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 0.05
 LW0718'MILE NORTHWEST ALONG SCHOOL STREET FROM THE POST OFFICE AT WEST
 LW0718'MYSTIC, THENCE 0.6 MILE NORTHEAST ALONG STATE HIGHWAY 215.
 LW0718
 LW0718                          STATION RECOVERY (1984)
 LW0718
 LW0718'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0718'RECOVERED IN GOOD CONDITION.
 LW0718
 LW0718                          STATION RECOVERY (1987)
 LW0718
 LW0718'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0718'RECOVERED IN GOOD CONDITION.
 LW0718
 LW0718                          STATION RECOVERY (1988)
 LW0718
 LW0718'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0718'RECOVERED IN GOOD CONDITION.
 LW0718
 LW0718                          STATION RECOVERY (2000)
 LW0718
 LW0718'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0176 ***********************************************************************
 LX0176  DESIGNATION -  W 38
 LX0176  PID         -  LX0176
 LX0176  STATE/COUNTY-  CT/NEW LONDON
 LX0176  USGS QUAD   -  NEW LONDON (1984)
 LX0176
 LX0176                         *CURRENT SURVEY CONTROL
 LX0176  ___________________________________________________________________
 LX0176* NAD 83(1986)-  41 20 47.     (N)    072 02 46.     (W)     SCALED    
 LX0176* NAVD 88     -         7.767  (meters)      25.48   (feet)  ADJUSTED  
 LX0176  ___________________________________________________________________
 LX0176  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LX0176  DYNAMIC HT  -           7.765 (meters)      25.48  (feet)  COMP
 LX0176  MODELED GRAV-     980,276.9   (mgal)                       NAVD 88
 LX0176
 LX0176  VERT ORDER  -  FIRST     CLASS I
 LX0176
 LX0176.The horizontal coordinates were scaled from a topographic map and have
 LX0176.an estimated accuracy of +/- 6 seconds.
 LX0176
 LX0176.The orthometric height was determined by differential leveling
 LX0176.and adjusted by the National Geodetic Survey in June 1991..
 LX0176
 LX0176.The geoid height was determined by GEOID03.
 LX0176
 LX0176.The dynamic height is computed by dividing the NAVD 88
 LX0176.geopotential number by the normal gravity value computed on the
 LX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0176.degrees latitude (g = 980.6199 gals.).
 LX0176
 LX0176.The modeled gravity was interpolated from observed gravity values.
 LX0176
 LX0176;                    North         East    Units  Estimated Accuracy
 LX0176;SPC CT       -   209,620.      363,710.      MT  (+/- 180 meters Scaled)
 LX0176
 LX0176                          SUPERSEDED SURVEY CONTROL
 LX0176
 LX0176  NGVD 29 (??/??/92)    8.057  (m)           26.43   (f) ADJ UNCH    1 1
 LX0176
 LX0176.Superseded values are not recommended for survey control.
 LX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0176.See file dsdata.txt to determine how the superseded data were derived.
 LX0176
 LX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL471814(NAD 83)
 LX0176_MARKER: DB = BENCH MARK DISK
 LX0176_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LX0176_SP_SET: BRICK FACE OF BUILDING
 LX0176_STAMPING: W 38 1965
 LX0176_MARK LOGO: CGS   
 LX0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0176+STABILITY: SURFACE MOTION
 LX0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0176+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 LX0176
 LX0176  HISTORY     - Date     Condition        Report By
 LX0176  HISTORY     - 1965     MONUMENTED       CGS
 LX0176  HISTORY     - 1983     GOOD             USPSQD
 LX0176  HISTORY     - 1986     GOOD             NGS
 LX0176  HISTORY     - 1988     GOOD             USPSQD
 LX0176  HISTORY     - 1989     GOOD             USPSQD
 LX0176  HISTORY     - 1990     GOOD             USPSQD
 LX0176  HISTORY     - 20000104 GOOD             USPSQD
 LX0176  HISTORY     - 20010415 GOOD             USPSQD
 LX0176  HISTORY     - 20050418 GOOD             GEOCAC
 LX0176
 LX0176                          STATION DESCRIPTION
 LX0176
 LX0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0176'AT GROTON.
 LX0176'AT GROTON, NEAR THE INTERSECTION OF U.S. HIGHWAY 1 AND LAUREL WOOD
 LX0176'ROAD, SET VERTICALLY IN THE WEST BRICK FACE OF THE POST OFFICE
 LX0176'BUILDING, 142.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LX0176'1.0 FOOT SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND 2.3
 LX0176'FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX0176
 LX0176                          STATION RECOVERY (1983)
 LX0176
 LX0176'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0176'THE OLD POST OFFICE IS LOCATED AT 1024 POQUONNOCK RD., GROTON CT.
 LX0176
 LX0176                          STATION RECOVERY (1986)
 LX0176
 LX0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0176'RECOVERED IN GOOD CONDITION, THE 1965 DESCRIPTION IS ADEQUATE EXCEPT
 LX0176'THE BUILDING IS NO LONGER THE POST OFFICE, IT IS NOW OFFICE BUILDING
 LX0176'NUMBER 1028.
 LX0176
 LX0176                          STATION RECOVERY (1988)
 LX0176
 LX0176'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0176'RECOVERED IN GOOD CONDITION.
 LX0176
 LX0176                          STATION RECOVERY (1989)
 LX0176
 LX0176'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0176'RECOVERED IN GOOD CONDITION.
 LX0176
 LX0176                          STATION RECOVERY (1990)
 LX0176
 LX0176'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0176'RECOVERED IN GOOD CONDITION.
 LX0176
 LX0176                          STATION RECOVERY (2000)
 LX0176
 LX0176'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0176'RECOVERED IN GOOD CONDITION.
 LX0176
 LX0176                          STATION RECOVERY (2001)
 LX0176
 LX0176'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0176'RECOVERED IN GOOD CONDITION.
 LX0176
 LX0176                          STATION RECOVERY (2005)
 LX0176
 LX0176'RECOVERY NOTE BY GEOCACHING 2005 (RTR)
 LX0176'MARK SIGHTED IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0953 ***********************************************************************
 LX0953  DESIGNATION -  W 398
 LX0953  PID         -  LX0953
 LX0953  STATE/COUNTY-  CT/FAIRFIELD
 LX0953  USGS QUAD   -  DANBURY (1984)
 LX0953
 LX0953                         *CURRENT SURVEY CONTROL
 LX0953  ___________________________________________________________________
 LX0953* NAD 83(1986)-  41 23 36.     (N)    073 27 05.     (W)     SCALED    
 LX0953* NAVD 88     -       120.958  (meters)     396.84   (feet)  ADJUSTED  
 LX0953  ___________________________________________________________________
 LX0953  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 LX0953  DYNAMIC HT  -         120.917 (meters)     396.71  (feet)  COMP
 LX0953  MODELED GRAV-     980,284.8   (mgal)                       NAVD 88
 LX0953
 LX0953  VERT ORDER  -  SECOND    CLASS 0
 LX0953
 LX0953.The horizontal coordinates were scaled from a topographic map and have
 LX0953.an estimated accuracy of +/- 6 seconds.
 LX0953
 LX0953.The orthometric height was determined by differential leveling
 LX0953.and adjusted by the National Geodetic Survey in June 1991..
 LX0953
 LX0953.The geoid height was determined by GEOID03.
 LX0953
 LX0953.The dynamic height is computed by dividing the NAVD 88
 LX0953.geopotential number by the normal gravity value computed on the
 LX0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0953.degrees latitude (g = 980.6199 gals.).
 LX0953
 LX0953.The modeled gravity was interpolated from observed gravity values.
 LX0953
 LX0953;                    North         East    Units  Estimated Accuracy
 LX0953;SPC CT       -   214,830.      246,140.      MT  (+/- 180 meters Scaled)
 LX0953
 LX0953                          SUPERSEDED SURVEY CONTROL
 LX0953
 LX0953  NGVD 29 (??/??/92)  121.22   (m)          397.7    (f) COMPUTED    2 0
 LX0953
 LX0953.Superseded values are not recommended for survey control.
 LX0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0953.See file dsdata.txt to determine how the superseded data were derived.
 LX0953
 LX0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL294835(NAD 83)
 LX0953_MARKER: DD = SURVEY DISK
 LX0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0953_SP_SET: BUILDING
 LX0953_STAMPING: W 398 1922
 LX0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0953
 LX0953  HISTORY     - Date     Condition        Report By
 LX0953  HISTORY     - 1922     MONUMENTED       USGS
 LX0953  HISTORY     - 1935     GOOD             NGS
 LX0953  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0953  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0953
 LX0953                          STATION DESCRIPTION
 LX0953
 LX0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LX0953'IN DANBURY.
 LX0953'AT DANBURY, FAIRFIELD COUNTY, ABOUT 95 FEET WEST OF THE CENTER
 LX0953'LINE OF MAIN STREET, ABOUT 120 FEET SOUTH OF THE CENTER LINE OF
 LX0953'WEST STREET, AT THE CITY HALL, 18 FEET SOUTH OF THE MAIN ENTRANCE,
 LX0953'14 FEET NORTH OF THE SOUTHEAST CORNER, IN THE TOP OF THE SOUTH
 LX0953'PARAPET OF THE BASEMENT ENTRANCE TO THE POLICE STATION, 4 FEET
 LX0953'EAST OF THE EAST FACE OF THE BUILDING, AND ABOUT 1 INCH
 LX0953'ABOVE A SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LX0953'DISK, STAMPED W 398 1922.
 LX0953
 LX0953                          STATION RECOVERY (1983)
 LX0953
 LX0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0953'MARK NOT FOUND.
 LX0953
 LX0953                          STATION RECOVERY (1984)
 LX0953
 LX0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0953'NOT RECOVERED, CITY HALL HAS BEEN RAZED AND A PUBLIC LIBRARY NOW
 LX0953'OCCUPIES THIS LOCATION, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0069 ***********************************************************************
 LX0069  DESIGNATION -  W 4
 LX0069  PID         -  LX0069
 LX0069  STATE/COUNTY-  CT/MIDDLESEX
 LX0069  USGS QUAD   -  ESSEX (1977)
 LX0069
 LX0069                         *CURRENT SURVEY CONTROL
 LX0069  ___________________________________________________________________
 LX0069* NAD 83(1986)-  41 16 32.     (N)    072 29 35.     (W)     SCALED    
 LX0069* NAVD 88     -         3.271  (meters)      10.73   (feet)  ADJUSTED  
 LX0069  ___________________________________________________________________
 LX0069  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 LX0069  DYNAMIC HT  -           3.270 (meters)      10.73  (feet)  COMP
 LX0069  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX0069
 LX0069  VERT ORDER  -  FIRST     CLASS I
 LX0069
 LX0069.The horizontal coordinates were scaled from a topographic map and have
 LX0069.an estimated accuracy of +/- 6 seconds.
 LX0069
 LX0069.The orthometric height was determined by differential leveling
 LX0069.and adjusted by the National Geodetic Survey in June 1991..
 LX0069
 LX0069.The geoid height was determined by GEOID03.
 LX0069
 LX0069.The dynamic height is computed by dividing the NAVD 88
 LX0069.geopotential number by the normal gravity value computed on the
 LX0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0069.degrees latitude (g = 980.6199 gals.).
 LX0069
 LX0069.The modeled gravity was interpolated from observed gravity values.
 LX0069
 LX0069;                    North         East    Units  Estimated Accuracy
 LX0069;SPC CT       -   201,540.      326,330.      MT  (+/- 180 meters Scaled)
 LX0069
 LX0069                          SUPERSEDED SURVEY CONTROL
 LX0069
 LX0069  NGVD 29 (??/??/92)    3.588  (m)           11.77   (f) ADJ UNCH    1 1
 LX0069
 LX0069.Superseded values are not recommended for survey control.
 LX0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0069.See file dsdata.txt to determine how the superseded data were derived.
 LX0069
 LX0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL099723(NAD 83)
 LX0069_MARKER: DB = BENCH MARK DISK
 LX0069_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0069_SP_SET: UNSPECIFIED ROCK
 LX0069_STAMPING: ELEV 11.772 FT W 4 1922
 LX0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0069
 LX0069  HISTORY     - Date     Condition        Report By
 LX0069  HISTORY     - 1922     MONUMENTED       CGS
 LX0069  HISTORY     - 1965     GOOD             NGS
 LX0069  HISTORY     - 1984     GOOD             USPSQD
 LX0069  HISTORY     - 1988     GOOD             USPSQD
 LX0069  HISTORY     - 1989     GOOD             USPSQD
 LX0069  HISTORY     - 1990     GOOD             USPSQD
 LX0069  HISTORY     - 19970403 GOOD             USPSQD
 LX0069
 LX0069                          STATION DESCRIPTION
 LX0069
 LX0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0069'2.1 MI E FROM CLINTON.
 LX0069'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0069'AT CLINTON, THENCE 0.2 MILE NORTH ALONG BLUFF AVENUE, ALONG THE
 LX0069'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, ABOUT 2 RAILS WEST
 LX0069'OF THE EXTENDED CENTER LINE OF BLUFF AVENUE, ABOUT 2 RAILS EAST
 LX0069'OF A 4 FOOT STONE CULVERT UNDER THE TRACK, SET IN THE TOP OF A
 LX0069'ROCK WHICH IS ABOUT 5 FEET LONG AND 2 1/2 FEET HIGH, 26.6 FEET
 LX0069'NORTH OF THE NORTH RAIL AND ABOUT LEVEL WITH THE TRACK.
 LX0069
 LX0069                          STATION RECOVERY (1984)
 LX0069
 LX0069'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0069'CHANGE DESC: ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0069'ABOUT 98 FEET WEST OF THE EXTENDED CENTERLINE OF BLUFF AVENUE, ABOUT
 LX0069'59 FEET EAST OF A CULVERT GOING UNDER THE TRACK, SET IN THE TOP OF A
 LX0069'ROCK ECT.
 LX0069
 LX0069                          STATION RECOVERY (1988)
 LX0069
 LX0069'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0069'RECOVERED IN GOOD CONDITION.
 LX0069
 LX0069                          STATION RECOVERY (1989)
 LX0069
 LX0069'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0069'RECOVERED IN GOOD CONDITION.
 LX0069
 LX0069                          STATION RECOVERY (1990)
 LX0069
 LX0069'RECOVERY NOTE BY US POWER SQUADRON 1990 (JGE)
 LX0069'RECOVERED IN GOOD CONDITION.
 LX0069
 LX0069                          STATION RECOVERY (1997)
 LX0069
 LX0069'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0149 ***********************************************************************
 LX0149  DESIGNATION -  W 5
 LX0149  PID         -  LX0149
 LX0149  STATE/COUNTY-  CT/NEW LONDON
 LX0149  USGS QUAD   -  NEW LONDON (1984)
 LX0149
 LX0149                         *CURRENT SURVEY CONTROL
 LX0149  ___________________________________________________________________
 LX0149* NAD 83(1986)-  41 20 31.     (N)    072 05 59.     (W)     SCALED    
 LX0149* NAVD 88     -         7.661  (meters)      25.13   (feet)  POSTED    
 LX0149  ___________________________________________________________________
 LX0149  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 LX0149  DYNAMIC HT  -           7.660 (meters)      25.13  (feet)  COMP
 LX0149  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 LX0149
 LX0149  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LX0149
 LX0149.The horizontal coordinates were scaled from a topographic map and have
 LX0149.an estimated accuracy of +/- 6 seconds.
 LX0149
 LX0149.The orthometric height was determined by differential leveling
 LX0149.and adjusted by the National Geodetic Survey in 1992..
 LX0149.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LX0149.rate of 1.1 thru 2.0 mm/km.
 LX0149
 LX0149.The geoid height was determined by GEOID03.
 LX0149
 LX0149.The dynamic height is computed by dividing the NAVD 88
 LX0149.geopotential number by the normal gravity value computed on the
 LX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0149.degrees latitude (g = 980.6199 gals.).
 LX0149
 LX0149.The modeled gravity was interpolated from observed gravity values.
 LX0149
 LX0149;                    North         East    Units  Estimated Accuracy
 LX0149;SPC CT       -   209,090.      359,230.      MT  (+/- 180 meters Scaled)
 LX0149
 LX0149                          SUPERSEDED SURVEY CONTROL
 LX0149
 LX0149.No superseded survey control is available for this station.
 LX0149
 LX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL426807(NAD 83)
 LX0149_MARKER: DB = BENCH MARK DISK
 LX0149_SETTING: 66 = SET IN ROCK OUTCROP
 LX0149_SP_SET: ROCK LEDGE
 LX0149_STAMPING: W 5 ELEV 26.102 FT 1922
 LX0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0149+STABILITY: POSITION/ELEVATION WELL
 LX0149
 LX0149  HISTORY     - Date     Condition        Report By
 LX0149  HISTORY     - 1922     MONUMENTED       CGS
 LX0149  HISTORY     - 1965     GOOD             NGS
 LX0149  HISTORY     - 1984     GOOD             USPSQD
 LX0149  HISTORY     - 1988     GOOD             USPSQD
 LX0149  HISTORY     - 1988     GOOD             USPSQD
 LX0149  HISTORY     - 1989     GOOD             USPSQD
 LX0149  HISTORY     - 19901219 GOOD             USPSQD
 LX0149
 LX0149                          STATION DESCRIPTION
 LX0149
 LX0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0149'1 MI S FROM NEW LONDON.
 LX0149'ABOUT 0.95 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0149'RAILROAD FROM THE UNION STATION AT NEW LONDON, ABOUT 5 RAILS
 LX0149'SOUTH OF THE OVERPASS OVER PEQUOT AVENUE, SET IN THE TOP OF A
 LX0149'ROCK LEDGE AT THE BASE OF A 12-FOOT HIGH ROCK CUT, 9.4 FEET
 LX0149'WEST OF THE WEST RAIL, 45 FEET NORTH OF THE SOUTH END OF CUT,
 LX0149'52.3 FEET WEST OF AND ACROSS THE TRACK FROM THE NORTHWEST
 LX0149'CORNER OF THE CONNECTICUT BROACH AND MACHINE COMPANY, AND 1 1/2,
 LX0149'FEET ABOVE THE LEVEL OF THE TRACK.
 LX0149
 LX0149                          STATION RECOVERY (1984)
 LX0149
 LX0149'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0149'RECOVERED IN GOOD CONDITION.
 LX0149
 LX0149                          STATION RECOVERY (1988)
 LX0149
 LX0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (MH)
 LX0149'RECOVERED IN GOOD CONDITION.
 LX0149
 LX0149                          STATION RECOVERY (1988)
 LX0149
 LX0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0149'RECOVERED IN GOOD CONDITION.
 LX0149
 LX0149                          STATION RECOVERY (1989)
 LX0149
 LX0149'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0149'RECOVERED IN GOOD CONDITION.
 LX0149
 LX0149                          STATION RECOVERY (1990)
 LX0149
 LX0149'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1665 ***********************************************************************
 LX1665  DESIGNATION -  W 50
 LX1665  PID         -  LX1665
 LX1665  STATE/COUNTY-  CT/HARTFORD
 LX1665  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1665
 LX1665                         *CURRENT SURVEY CONTROL
 LX1665  ___________________________________________________________________
 LX1665* NAD 83(1986)-  41 47 32.     (N)    072 40 04.     (W)     SCALED    
 LX1665* NAVD 88     -         9.386  (meters)      30.79   (feet)  ADJUSTED  
 LX1665  ___________________________________________________________________
 LX1665  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX1665  DYNAMIC HT  -           9.383 (meters)      30.78  (feet)  COMP
 LX1665  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 LX1665
 LX1665  VERT ORDER  -  FIRST     CLASS II
 LX1665
 LX1665.The horizontal coordinates were scaled from a topographic map and have
 LX1665.an estimated accuracy of +/- 6 seconds.
 LX1665
 LX1665.The orthometric height was determined by differential leveling
 LX1665.and adjusted by the National Geodetic Survey in June 1991..
 LX1665
 LX1665.The geoid height was determined by GEOID03.
 LX1665
 LX1665.The dynamic height is computed by dividing the NAVD 88
 LX1665.geopotential number by the normal gravity value computed on the
 LX1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1665.degrees latitude (g = 980.6199 gals.).
 LX1665
 LX1665.The modeled gravity was interpolated from observed gravity values.
 LX1665
 LX1665;                    North         East    Units  Estimated Accuracy
 LX1665;SPC CT       -   258,900.      311,640.      MT  (+/- 180 meters Scaled)
 LX1665
 LX1665                          SUPERSEDED SURVEY CONTROL
 LX1665
 LX1665.No superseded survey control is available for this station.
 LX1665
 LX1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM937293(NAD 83)
 LX1665_MARKER: DB = BENCH MARK DISK
 LX1665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1665_SP_SET: FOUNDATION
 LX1665_STAMPING: W 50 1978
 LX1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1665
 LX1665  HISTORY     - Date     Condition        Report By
 LX1665  HISTORY     - 1978     MONUMENTED       NGS
 LX1665
 LX1665                          STATION DESCRIPTION
 LX1665
 LX1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1665'1.65 MILE NE FROM HARTFORD.
 LX1665'0.25 MILE NORTHEAST ALONG HIGH STREET FROM THE POST OFFICE, FEDERAL
 LX1665'BUILDING IN HARTFORD TO THE JUNCTION OF HIGH, ANN, MAIN STREETS
 LX1665'AND ALBANY AVENUE, THENCE 1.4 MILE NORTHEAST ALONG MAIN STREET TO
 LX1665'THE MARK ON THE RIGHT, SET AT NORTHEAST SIDE OF THE ENTRANCE DOOR
 LX1665'TO THE HARTFORD STEAM BOILER INSPECTION AND INSURANCE COMPANYY
 LX1665'2882 MAIN STREET, 0.05 MILE NORTHEAST OF THE JUNCTION OF MAIN STREET
 LX1665'AND WINDSOR STREET, 59 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 LX1665'THE BUILDING, 80 FEET SOUTHEAST OF THE SOUTHEAST CURB OF MAIN STREET,
 LX1665'8.2 FEET NORTHEAST OF THE CENTER OF THE ENTRANCE DOOR, 1 FOOT
 LX1665'NORTHWEST OF THE NORTHWEST FACE OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1640 ***********************************************************************
 LX1640  DESIGNATION -  W 51
 LX1640  PID         -  LX1640
 LX1640  STATE/COUNTY-  CT/NEW HAVEN
 LX1640  USGS QUAD   -  MERIDEN (1992)
 LX1640
 LX1640                         *CURRENT SURVEY CONTROL
 LX1640  ___________________________________________________________________
 LX1640* NAD 83(1986)-  41 32 44.     (N)    072 48 57.     (W)     SCALED    
 LX1640* NAVD 88     -        47.693  (meters)     156.47   (feet)  ADJUSTED  
 LX1640  ___________________________________________________________________
 LX1640  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX1640  DYNAMIC HT  -          47.678 (meters)     156.42  (feet)  COMP
 LX1640  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 LX1640  OBS GRAVITY -     980,313.3   (mgal)                       GRAV_OBS
 LX1640
 LX1640  VERT ORDER  -  FIRST     CLASS II
 LX1640
 LX1640.The horizontal coordinates were scaled from a topographic map and have
 LX1640.an estimated accuracy of +/- 6 seconds.
 LX1640
 LX1640.The orthometric height was determined by differential leveling
 LX1640.and adjusted by the National Geodetic Survey in June 1991..
 LX1640
 LX1640.The geoid height was determined by GEOID03.
 LX1640
 LX1640.The dynamic height is computed by dividing the NAVD 88
 LX1640.geopotential number by the normal gravity value computed on the
 LX1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1640.degrees latitude (g = 980.6199 gals.).
 LX1640
 LX1640.The modeled gravity was interpolated from observed gravity values.
 LX1640.The observed gravity was obtained from relative gravimeter ties
 LX1640.to the IGSN71 gravity network.
 LX1640
 LX1640;                    North         East    Units  Estimated Accuracy
 LX1640;SPC CT       -   231,500.      299,310.      MT  (+/- 180 meters Scaled)
 LX1640
 LX1640                          SUPERSEDED SURVEY CONTROL
 LX1640
 LX1640.No superseded survey control is available for this station.
 LX1640
 LX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM821016(NAD 83)
 LX1640_MARKER: DB = BENCH MARK DISK
 LX1640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LX1640_STAMPING: W 51 1978
 LX1640_MARK LOGO: NGS   
 LX1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1640
 LX1640  HISTORY     - Date     Condition        Report By
 LX1640  HISTORY     - 1978     MONUMENTED       NGS
 LX1640  HISTORY     - 1982     GOOD             NGS
 LX1640  HISTORY     - 1985     GOOD             NGS
 LX1640
 LX1640                          STATION DESCRIPTION
 LX1640
 LX1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1640'1.8 MI NW FROM MERIDEN.
 LX1640'1.4 MILES WEST ALONG WEST MAIN STREET, FROM THE COMMEMORATIVE WORLD
 LX1640'WAR MONUMENT AT THE JUNCTION OF STATE HIGHWAY 5 AND EAST AND WEST
 LX1640'MAIN STREET IN MERIDEN, THENCE 0.4 MILE NORTH ALONG STATE HIGHWAY
 LX1640'71 TO THE MARK ON THE RIGHT, SET ON THE PROPERTY OF MR. DENNIS
 LX1640'FARRONE BOX 229 HIGHWAY 71, 1 FOOT NORTHEAST OF A STONE CORNER
 LX1640'POST AT THE ENTRANCE TO MR. FARRONES DRIVEWAY, 1 FOOT NORTH OF
 LX1640'A STONE RETAINING WALL, 10 FEET NORTH OF THE CENTER OF PAVED DRIVE
 LX1640'WAY, 32 FEET EAST OF THE CENTER LINE OF HIGHWAY 71, 3 ATTEMPTS
 LX1640'MADE TO DRIVE ROD, ROD DRIVEN TO REFUSAL.
 LX1640
 LX1640                          STATION RECOVERY (1982)
 LX1640
 LX1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX1640'RECOVERED IN GOOD CONDITION.
 LX1640
 LX1640                          STATION RECOVERY (1985)
 LX1640
 LX1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1999 ***********************************************************************
 LX1999  DESIGNATION -  W 53
 LX1999  PID         -  LX1999
 LX1999  STATE/COUNTY-  CT/LITCHFIELD
 LX1999  USGS QUAD   -  WINSTED (1984)
 LX1999
 LX1999                         *CURRENT SURVEY CONTROL
 LX1999  ___________________________________________________________________
 LX1999* NAD 83(1986)-  41 56 20.     (N)    073 06 12.     (W)     SCALED    
 LX1999* NAVD 88     -       309.684  (meters)    1016.02   (feet)  ADJUSTED  
 LX1999  ___________________________________________________________________
 LX1999  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX1999  DYNAMIC HT  -         309.580 (meters)    1015.68  (feet)  COMP
 LX1999  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LX1999
 LX1999  VERT ORDER  -  FIRST     CLASS II
 LX1999
 LX1999.The horizontal coordinates were scaled from a topographic map and have
 LX1999.an estimated accuracy of +/- 6 seconds.
 LX1999
 LX1999.The orthometric height was determined by differential leveling
 LX1999.and adjusted by the National Geodetic Survey in June 1991..
 LX1999
 LX1999.The geoid height was determined by GEOID03.
 LX1999
 LX1999.The dynamic height is computed by dividing the NAVD 88
 LX1999.geopotential number by the normal gravity value computed on the
 LX1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1999.degrees latitude (g = 980.6199 gals.).
 LX1999
 LX1999.The modeled gravity was interpolated from observed gravity values.
 LX1999
 LX1999;                    North         East    Units  Estimated Accuracy
 LX1999;SPC CT       -   275,250.      275,500.      MT  (+/- 180 meters Scaled)
 LX1999
 LX1999                          SUPERSEDED SURVEY CONTROL
 LX1999
 LX1999.No superseded survey control is available for this station.
 LX1999
 LX1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM572447(NAD 83)
 LX1999_MARKER: DB = BENCH MARK DISK
 LX1999_SETTING: 66 = SET IN ROCK OUTCROP
 LX1999_SP_SET: ROCK OUTCROP
 LX1999_STAMPING: W 53 1984
 LX1999_MARK LOGO: NGS   
 LX1999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1999+STABILITY: POSITION/ELEVATION WELL
 LX1999
 LX1999  HISTORY     - Date     Condition        Report By
 LX1999  HISTORY     - 1984     MONUMENTED       NGS
 LX1999  HISTORY     - 1985     GOOD             NGS
 LX1999
 LX1999                          STATION DESCRIPTION
 LX1999
 LX1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1999'4.2 KM (2.6 MI) WNW FROM WINSTED.
 LX1999'4.2 KM (2.6 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX1999'OFFICE IN WINSTED TO THE MARK ON THE LEFT, IN TOP OF THE BASE OF A
 LX1999'MASSIVE ROCK CUT, 13,72 (45.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX1999'HIGHWAY, 62.18 METERS (204.0 FT) SOUTH-SOUTHWEST OF THE WEST END OF A
 LX1999'WOODEN POST AND CABLE GUARD RAIL, 82.30 METERS (270.0 FT) WEST OF THE
 LX1999'EAST END OF THE ROCK CUT.
 LX1999'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 LX1999'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX1999
 LX1999                          STATION RECOVERY (1985)
 LX1999
 LX1999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1880 ***********************************************************************
 LX1880  DESIGNATION -  W 54
 LX1880  PID         -  LX1880
 LX1880  STATE/COUNTY-  CT/FAIRFIELD
 LX1880  USGS QUAD   -  BETHEL (1984)
 LX1880
 LX1880                         *CURRENT SURVEY CONTROL
 LX1880  ___________________________________________________________________
 LX1880* NAD 83(1986)-  41 18 03.     (N)    073 27 31.     (W)     SCALED    
 LX1880* NAVD 88     -       130.815  (meters)     429.18   (feet)  ADJUSTED  
 LX1880  ___________________________________________________________________
 LX1880  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1880  DYNAMIC HT  -         130.769 (meters)     429.03  (feet)  COMP
 LX1880  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 LX1880
 LX1880  VERT ORDER  -  FIRST     CLASS II
 LX1880
 LX1880.The horizontal coordinates were scaled from a topographic map and have
 LX1880.an estimated accuracy of +/- 6 seconds.
 LX1880
 LX1880.The orthometric height was determined by differential leveling
 LX1880.and adjusted by the National Geodetic Survey in June 1991..
 LX1880
 LX1880.The geoid height was determined by GEOID03.
 LX1880
 LX1880.The dynamic height is computed by dividing the NAVD 88
 LX1880.geopotential number by the normal gravity value computed on the
 LX1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1880.degrees latitude (g = 980.6199 gals.).
 LX1880
 LX1880.The modeled gravity was interpolated from observed gravity values.
 LX1880
 LX1880;                    North         East    Units  Estimated Accuracy
 LX1880;SPC CT       -   204,560.      245,460.      MT  (+/- 180 meters Scaled)
 LX1880
 LX1880                          SUPERSEDED SURVEY CONTROL
 LX1880
 LX1880.No superseded survey control is available for this station.
 LX1880
 LX1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL290732(NAD 83)
 LX1880_MARKER: DB = BENCH MARK DISK
 LX1880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX1880_SP_SET: ABUTMENT
 LX1880_STAMPING: W 54 1984
 LX1880_MARK LOGO: NGS   
 LX1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1880
 LX1880  HISTORY     - Date     Condition        Report By
 LX1880  HISTORY     - 1984     MONUMENTED       NGS
 LX1880  HISTORY     - 19930415 GOOD             USPSQD
 LX1880
 LX1880                          STATION DESCRIPTION
 LX1880
 LX1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1880'2.8 KM (1.75 MI) SE FROM RIDGEFIELD.
 LX1880'2.8 KM (1.75 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1880'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE LEFT, IN TOP OF THE
 LX1880'NORTHEAST ABUTMENT OF HIGHWAY BRIDGE 537 OVER THE NORWALK RIVER,
 LX1880'7.31 METERS (24.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1880'0.40 METER (1.3 FT) NORTHEAST OF THE NORTHEAST STEEL BRIDGE RAILING.
 LX1880'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 LX1880'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX1880
 LX1880                          STATION RECOVERY (1993)
 LX1880
 LX1880'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2041 ***********************************************************************
 LX2041  DESIGNATION -  W 55
 LX2041  PID         -  LX2041
 LX2041  STATE/COUNTY-  CT/HARTFORD
 LX2041  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2041
 LX2041                         *CURRENT SURVEY CONTROL
 LX2041  ___________________________________________________________________
 LX2041* NAD 83(1986)-  41 58 03.     (N)    072 43 10.     (W)     SCALED    
 LX2041* NAVD 88     -        57.846  (meters)     189.78   (feet)  ADJUSTED  
 LX2041  ___________________________________________________________________
 LX2041  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX2041  DYNAMIC HT  -          57.829 (meters)     189.73  (feet)  COMP
 LX2041  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 LX2041
 LX2041  VERT ORDER  -  FIRST     CLASS II
 LX2041
 LX2041.The horizontal coordinates were scaled from a topographic map and have
 LX2041.an estimated accuracy of +/- 6 seconds.
 LX2041
 LX2041.The orthometric height was determined by differential leveling
 LX2041.and adjusted by the National Geodetic Survey in June 1991..
 LX2041
 LX2041.The geoid height was determined by GEOID03.
 LX2041
 LX2041.The dynamic height is computed by dividing the NAVD 88
 LX2041.geopotential number by the normal gravity value computed on the
 LX2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2041.degrees latitude (g = 980.6199 gals.).
 LX2041
 LX2041.The modeled gravity was interpolated from observed gravity values.
 LX2041
 LX2041;                    North         East    Units  Estimated Accuracy
 LX2041;SPC CT       -   278,360.      307,330.      MT  (+/- 180 meters Scaled)
 LX2041
 LX2041                          SUPERSEDED SURVEY CONTROL
 LX2041
 LX2041.No superseded survey control is available for this station.
 LX2041
 LX2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM889486(NAD 83)
 LX2041_MARKER: DB = BENCH MARK DISK
 LX2041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2041_SP_SET: HEADWALL
 LX2041_STAMPING: W 55 1984
 LX2041_MARK LOGO: NGS   
 LX2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2041+STABILITY: SURFACE MOTION
 LX2041
 LX2041  HISTORY     - Date     Condition        Report By
 LX2041  HISTORY     - 1984     MONUMENTED       NGS
 LX2041
 LX2041                          STATION DESCRIPTION
 LX2041
 LX2041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2041'2.8 KM (1.75 MI) NORTH FROM EAST GRANBY.
 LX2041'2.8 KM (1.75 MI) NORTH ALONG STATE HIGHWAY 187 FROM THE JUNCTION OF
 LX2041'STATE HIGHWAY 20 IN EAST GRANBY TO THE MARK ON THE RIGHT, IN TOP OF
 LX2041'THE NORTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 LX2041'HIGHWAY, 6.70 METERS (22.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2041'13.41 METERS (44.0 FT) EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM
 LX2041'POWER POLE 236, 0.30 METERS (1.0 FT) SOUTH OF THE NORTH END OF THE
 LX2041'HEADWALL.
 LX2041'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 LX2041'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1696 ***********************************************************************
 LW1696  DESIGNATION -  W 56
 LW1696  PID         -  LW1696
 LW1696  STATE/COUNTY-  CT/WINDHAM
 LW1696  USGS QUAD   -  DANIELSON (1970)
 LW1696
 LW1696                         *CURRENT SURVEY CONTROL
 LW1696  ___________________________________________________________________
 LW1696* NAD 83(1986)-  41 47 48.     (N)    071 53 04.     (W)     SCALED    
 LW1696* NAVD 88     -        61.372  (meters)     201.35   (feet)  ADJUSTED  
 LW1696  ___________________________________________________________________
 LW1696  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LW1696  DYNAMIC HT  -          61.351 (meters)     201.28  (feet)  COMP
 LW1696  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LW1696
 LW1696  VERT ORDER  -  FIRST     CLASS II
 LW1696
 LW1696.The horizontal coordinates were scaled from a topographic map and have
 LW1696.an estimated accuracy of +/- 6 seconds.
 LW1696
 LW1696.The orthometric height was determined by differential leveling
 LW1696.and adjusted by the National Geodetic Survey in June 1991..
 LW1696
 LW1696.The geoid height was determined by GEOID03.
 LW1696
 LW1696.The dynamic height is computed by dividing the NAVD 88
 LW1696.geopotential number by the normal gravity value computed on the
 LW1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1696.degrees latitude (g = 980.6199 gals.).
 LW1696
 LW1696.The modeled gravity was interpolated from observed gravity values.
 LW1696
 LW1696;                    North         East    Units  Estimated Accuracy
 LW1696;SPC CT       -   259,750.      376,740.      MT  (+/- 180 meters Scaled)
 LW1696
 LW1696                          SUPERSEDED SURVEY CONTROL
 LW1696
 LW1696.No superseded survey control is available for this station.
 LW1696
 LW1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG603312(NAD 83)
 LW1696_MARKER: DB = BENCH MARK DISK
 LW1696_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1696_SP_SET: ABUTMENT
 LW1696_STAMPING: W 56 1984
 LW1696_MARK LOGO: NGS   
 LW1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1696
 LW1696  HISTORY     - Date     Condition        Report By
 LW1696  HISTORY     - 1984     MONUMENTED       NGS
 LW1696  HISTORY     - 19961125 GOOD             USPSQD
 LW1696
 LW1696                          STATION DESCRIPTION
 LW1696
 LW1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1696'IN DANIELSON.
 LW1696'IN DANIELSON, IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF THE U.S.
 LW1696'HIGHWAY 6 BRIDGE OVER STATE HIGHWAY 12 SOUTH, 0.7 KM (0.45 MI)
 LW1696'SOUTHEAST OF THE POST OFFICE, 8.22 METERS (27.0 FT) SOUTH OF THE
 LW1696'CENTERLINE OF HIGHWAY 6, 2.28 EETERS (7.5 FT) SOUTHEAST OF THE WEST
 LW1696'END OF THE SOUTH CONCRETE GUARD RAIL OF THE BRIDGE.
 LW1696'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1696
 LW1696                          STATION RECOVERY (1996)
 LW1696
 LW1696'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1923 ***********************************************************************
 LX1923  DESIGNATION -  W 57
 LX1923  PID         -  LX1923
 LX1923  STATE/COUNTY-  CT/LITCHFIELD
 LX1923  USGS QUAD   -  NEW MILFORD (1984)
 LX1923
 LX1923                         *CURRENT SURVEY CONTROL
 LX1923  ___________________________________________________________________
 LX1923* NAD 83(1986)-  41 34 56.     (N)    073 26 06.     (W)     SCALED    
 LX1923* NAVD 88     -        68.626  (meters)     225.15   (feet)  ADJUSTED  
 LX1923  ___________________________________________________________________
 LX1923  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX1923  DYNAMIC HT  -          68.603 (meters)     225.07  (feet)  COMP
 LX1923  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 LX1923
 LX1923  VERT ORDER  -  FIRST     CLASS II
 LX1923
 LX1923.The horizontal coordinates were scaled from a topographic map and have
 LX1923.an estimated accuracy of +/- 6 seconds.
 LX1923
 LX1923.The orthometric height was determined by differential leveling
 LX1923.and adjusted by the National Geodetic Survey in June 1991..
 LX1923
 LX1923.The geoid height was determined by GEOID03.
 LX1923
 LX1923.The dynamic height is computed by dividing the NAVD 88
 LX1923.geopotential number by the normal gravity value computed on the
 LX1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1923.degrees latitude (g = 980.6199 gals.).
 LX1923
 LX1923.The modeled gravity was interpolated from observed gravity values.
 LX1923
 LX1923;                    North         East    Units  Estimated Accuracy
 LX1923;SPC CT       -   235,800.      247,680.      MT  (+/- 180 meters Scaled)
 LX1923
 LX1923                          SUPERSEDED SURVEY CONTROL
 LX1923
 LX1923.No superseded survey control is available for this station.
 LX1923
 LX1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM304045(NAD 83)
 LX1923_MARKER: DB = BENCH MARK DISK
 LX1923_SETTING: 66 = SET IN ROCK OUTCROP
 LX1923_SP_SET: ROCK OUTCROP
 LX1923_STAMPING: W 57 1984
 LX1923_MARK LOGO: NGS   
 LX1923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1923+STABILITY: POSITION/ELEVATION WELL
 LX1923
 LX1923  HISTORY     - Date     Condition        Report By
 LX1923  HISTORY     - 1984     MONUMENTED       NGS
 LX1923  HISTORY     - 1985     GOOD             NGS
 LX1923
 LX1923                          STATION DESCRIPTION
 LX1923
 LX1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1923'1.8 KM (1.15 MI) NORTH FROM NEW MILFORD.
 LX1923'1.8 KM (1.15 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF U.S.
 LX1923'HIGHWAY 202 AND STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE
 LX1923'LEFT, JUST WEST OF THE CONNECTICUT LIGHT AND POWER COMPANY BUILDING,
 LX1923'ON THE NORTH SIDE OF THE HIGHWAY, IN TOP OF EXPOSED BEDROCK,
 LX1923'14.54 METERS (47.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 LX1923'HIGHWAY, 53.34 METERS (175.0 FT) NORTHWEST OF A LARGE AQUEDUCT LEADING
 LX1923'SOUTHWEST AND COMING OUT OF THE GROUND AT THIS POINT, 10.67 METERS
 LX1923'(35.0 FT) SOUTHWEST OF UTILITY POLE A3000, 9.45 METERS (31.0 FT)
 LX1923'SOUTHEAST OF A 60-CM (2.0 FT) MAPLE TREE.
 LX1923'THE MARK IS 0.62 METERS  SSW FROM A WITNESS POST.
 LX1923'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX1923
 LX1923                          STATION RECOVERY (1985)
 LX1923
 LX1923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1965 ***********************************************************************
 LX1965  DESIGNATION -  W 58
 LX1965  PID         -  LX1965
 LX1965  STATE/COUNTY-  CT/LITCHFIELD
 LX1965  USGS QUAD   -  ELLSWORTH (1969)
 LX1965
 LX1965                         *CURRENT SURVEY CONTROL
 LX1965  ___________________________________________________________________
 LX1965* NAD 83(1986)-  41 50 52.     (N)    073 22 29.     (W)     SCALED    
 LX1965* NAVD 88     -       147.652  (meters)     484.42   (feet)  ADJUSTED  
 LX1965  ___________________________________________________________________
 LX1965  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX1965  DYNAMIC HT  -         147.600 (meters)     484.25  (feet)  COMP
 LX1965  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LX1965
 LX1965  VERT ORDER  -  FIRST     CLASS II
 LX1965
 LX1965.The horizontal coordinates were scaled from a topographic map and have
 LX1965.an estimated accuracy of +/- 6 seconds.
 LX1965
 LX1965.The orthometric height was determined by differential leveling
 LX1965.and adjusted by the National Geodetic Survey in June 1991..
 LX1965
 LX1965.The geoid height was determined by GEOID03.
 LX1965
 LX1965.The dynamic height is computed by dividing the NAVD 88
 LX1965.geopotential number by the normal gravity value computed on the
 LX1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1965.degrees latitude (g = 980.6199 gals.).
 LX1965
 LX1965.The modeled gravity was interpolated from observed gravity values.
 LX1965
 LX1965;                    North         East    Units  Estimated Accuracy
 LX1965;SPC CT       -   265,250.      252,920.      MT  (+/- 180 meters Scaled)
 LX1965
 LX1965                          SUPERSEDED SURVEY CONTROL
 LX1965
 LX1965.No superseded survey control is available for this station.
 LX1965
 LX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM349341(NAD 83)
 LX1965_MARKER: DB = BENCH MARK DISK
 LX1965_SETTING: 66 = SET IN ROCK OUTCROP
 LX1965_SP_SET: ROCK OUTCROP
 LX1965_STAMPING: W 58 1984
 LX1965_MARK LOGO: NGS   
 LX1965_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1965+STABILITY: POSITION/ELEVATION WELL
 LX1965
 LX1965  HISTORY     - Date     Condition        Report By
 LX1965  HISTORY     - 1984     MONUMENTED       NGS
 LX1965  HISTORY     - 1985     GOOD             NGS
 LX1965
 LX1965                          STATION DESCRIPTION
 LX1965
 LX1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1965'4.1 KM (2.55 MI) NORTH FROM CORNWALL BRIDGE.
 LX1965'4.1 KM (2.55 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1965'CORNWALL BRIDGE TO THE MARK ON THE RIGHT, IN TOP OF BED ROCK NEAR THE
 LX1965'NORTH END OF A ROCK CUT, 10.67 METERS (35.0 FT) EAST OF THE CENTERLINE
 LX1965'OF THE HIGHWAY, 7.16 METERS (23.5 FT) EAST-SOUTHEAST OF THE SOUTH END
 LX1965'OF A WIRE CABLE GUARD RAIL.
 LX1965'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LX1965'THE MARK IS 0.3 M ABOVE HIGHWAY.
 LX1965
 LX1965                          STATION RECOVERY (1985)
 LX1965
 LX1965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1942 ***********************************************************************
 LX1942  DESIGNATION -  W 59
 LX1942  PID         -  LX1942
 LX1942  STATE/COUNTY-  CT/LITCHFIELD
 LX1942  USGS QUAD   -  KENT (1971)
 LX1942
 LX1942                         *CURRENT SURVEY CONTROL
 LX1942  ___________________________________________________________________
 LX1942* NAD 83(1986)-  41 41 41.     (N)    073 29 49.     (W)     SCALED    
 LX1942* NAVD 88     -       111.313  (meters)     365.20   (feet)  ADJUSTED  
 LX1942  ___________________________________________________________________
 LX1942  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 LX1942  DYNAMIC HT  -         111.275 (meters)     365.07  (feet)  COMP
 LX1942  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 LX1942
 LX1942  VERT ORDER  -  FIRST     CLASS II
 LX1942
 LX1942.The horizontal coordinates were scaled from a topographic map and have
 LX1942.an estimated accuracy of +/- 6 seconds.
 LX1942
 LX1942.The orthometric height was determined by differential leveling
 LX1942.and adjusted by the National Geodetic Survey in June 1991..
 LX1942
 LX1942.The geoid height was determined by GEOID03.
 LX1942
 LX1942.The dynamic height is computed by dividing the NAVD 88
 LX1942.geopotential number by the normal gravity value computed on the
 LX1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1942.degrees latitude (g = 980.6199 gals.).
 LX1942
 LX1942.The modeled gravity was interpolated from observed gravity values.
 LX1942
 LX1942;                    North         East    Units  Estimated Accuracy
 LX1942;SPC CT       -   248,330.      242,620.      MT  (+/- 180 meters Scaled)
 LX1942
 LX1942                          SUPERSEDED SURVEY CONTROL
 LX1942
 LX1942.No superseded survey control is available for this station.
 LX1942
 LX1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM250169(NAD 83)
 LX1942_MARKER: DB = BENCH MARK DISK
 LX1942_SETTING: 66 = SET IN ROCK OUTCROP
 LX1942_SP_SET: ROCK OUTCROP
 LX1942_STAMPING: W 59 1984
 LX1942_MARK LOGO: NGS   
 LX1942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1942+STABILITY: POSITION/ELEVATION WELL
 LX1942
 LX1942  HISTORY     - Date     Condition        Report By
 LX1942  HISTORY     - 1984     MONUMENTED       NGS
 LX1942
 LX1942                          STATION DESCRIPTION
 LX1942
 LX1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1942'3.8 KM (2.35 MI) SW FROM KENT.
 LX1942'3.8 KM (2.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1942'STATE HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, ON PROPERTY OF
 LX1942'BULLS BRIDGE GLASS WORKS, IN EXPOSED ROCK OUTCROP ON THE SOUTHWEST
 LX1942'SIDE OF THE ENTRANCE DRIVE, 11.40 METERS (37.4 FT) NORTHWEST OF THE
 LX1942'CENTERLINE OF THE HIGHWAY, 17.92 METERS (58.8 FT) SOUTH-SOUTHWEST OF
 LX1942'THE SOUTHEAST CORNER OF GLASS WORKS BUILDING, 14.48 METERS (47.5 FT)
 LX1942'SOUTHWEST OF UTILITY POLE A 6195.
 LX1942'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1713 ***********************************************************************
 LW1713  DESIGNATION -  W 62
 LW1713  PID         -  LW1713
 LW1713  STATE/COUNTY-  CT/NEW LONDON
 LW1713  USGS QUAD   -  JEWETT CITY (1984)
 LW1713
 LW1713                         *CURRENT SURVEY CONTROL
 LW1713  ___________________________________________________________________
 LW1713* NAD 83(1986)-  41 37 12.     (N)    071 58 33.     (W)     SCALED    
 LW1713* NAVD 88     -        39.577  (meters)     129.85   (feet)  ADJUSTED  
 LW1713  ___________________________________________________________________
 LW1713  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 LW1713  DYNAMIC HT  -          39.563 (meters)     129.80  (feet)  COMP
 LW1713  MODELED GRAV-     980,280.2   (mgal)                       NAVD 88
 LW1713
 LW1713  VERT ORDER  -  FIRST     CLASS II
 LW1713
 LW1713.The horizontal coordinates were scaled from a topographic map and have
 LW1713.an estimated accuracy of +/- 6 seconds.
 LW1713
 LW1713.The orthometric height was determined by differential leveling
 LW1713.and adjusted by the National Geodetic Survey in June 1991..
 LW1713
 LW1713.The geoid height was determined by GEOID03.
 LW1713
 LW1713.The dynamic height is computed by dividing the NAVD 88
 LW1713.geopotential number by the normal gravity value computed on the
 LW1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1713.degrees latitude (g = 980.6199 gals.).
 LW1713
 LW1713.The modeled gravity was interpolated from observed gravity values.
 LW1713
 LW1713;                    North         East    Units  Estimated Accuracy
 LW1713;SPC CT       -   240,060.      369,320.      MT  (+/- 180 meters Scaled)
 LW1713
 LW1713                          SUPERSEDED SURVEY CONTROL
 LW1713
 LW1713.No superseded survey control is available for this station.
 LW1713
 LW1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG520118(NAD 83)
 LW1713_MARKER: DB = BENCH MARK DISK
 LW1713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1713_SP_SET: ABUTMENT
 LW1713_STAMPING: W 62 1984
 LW1713_MARK LOGO: NGS   
 LW1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1713
 LW1713  HISTORY     - Date     Condition        Report By
 LW1713  HISTORY     - 1984     MONUMENTED       NGS
 LW1713  HISTORY     - 19901006 MARK NOT FOUND   USPSQD
 LW1713
 LW1713                          STATION DESCRIPTION
 LW1713
 LW1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1713'2.0 KM (1.25 MI) NE FROM JEWETT CITY.
 LW1713'2.0 KM (1.25 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE JUNCTION OF
 LW1713'STATE HIGHWAY 138 IN JEWETT CITY TO THE MARK ON THE LEFT, IN TOP OF
 LW1713'THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER
 LW1713'THE PENN CENTRAL RAILROAD, 6.01 METERS (20.0 FT) NORTHWEST OF THE
 LW1713'CENTERLINE OF THE HIGHWAY, 0.18 METER (0.6 FT) SOUTHEAST OF THE
 LW1713'NORTHWEST END OF THE SOUTHWEST ABUTMENT.
 LW1713'THE MARK IS 1.2 M BELOW HIGHWAY.
 LW1713
 LW1713                          STATION RECOVERY (1990)
 LW1713
 LW1713'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2085 ***********************************************************************
 LX2085  DESIGNATION -  W 63
 LX2085  PID         -  LX2085
 LX2085  STATE/COUNTY-  CT/TOLLAND
 LX2085  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2085
 LX2085                         *CURRENT SURVEY CONTROL
 LX2085  ___________________________________________________________________
 LX2085* NAD 83(1986)-  41 57 22.     (N)    072 17 43.     (W)     SCALED    
 LX2085* NAVD 88     -       172.303  (meters)     565.30   (feet)  ADJUSTED  
 LX2085  ___________________________________________________________________
 LX2085  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 LX2085  DYNAMIC HT  -         172.249 (meters)     565.12  (feet)  COMP
 LX2085  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX2085
 LX2085  VERT ORDER  -  FIRST     CLASS II
 LX2085
 LX2085.The horizontal coordinates were scaled from a topographic map and have
 LX2085.an estimated accuracy of +/- 6 seconds.
 LX2085
 LX2085.The orthometric height was determined by differential leveling
 LX2085.and adjusted by the National Geodetic Survey in June 1991..
 LX2085
 LX2085.The geoid height was determined by GEOID03.
 LX2085
 LX2085.The dynamic height is computed by dividing the NAVD 88
 LX2085.geopotential number by the normal gravity value computed on the
 LX2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2085.degrees latitude (g = 980.6199 gals.).
 LX2085
 LX2085.The modeled gravity was interpolated from observed gravity values.
 LX2085
 LX2085;                    North         East    Units  Estimated Accuracy
 LX2085;SPC CT       -   277,200.      342,500.      MT  (+/- 180 meters Scaled)
 LX2085
 LX2085                          SUPERSEDED SURVEY CONTROL
 LX2085
 LX2085.No superseded survey control is available for this station.
 LX2085
 LX2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM241484(NAD 83)
 LX2085_MARKER: DB = BENCH MARK DISK
 LX2085_SETTING: 66 = SET IN ROCK OUTCROP
 LX2085_SP_SET: ROCK OUTCROP
 LX2085_STAMPING: W 63 1984
 LX2085_MARK LOGO: NGS   
 LX2085_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2085+STABILITY: POSITION/ELEVATION WELL
 LX2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX2085+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 LX2085
 LX2085  HISTORY     - Date     Condition        Report By
 LX2085  HISTORY     - 1984     MONUMENTED       NGS
 LX2085  HISTORY     - 1986     GOOD             NGS
 LX2085  HISTORY     - 20050517 GOOD             GEOCAC
 LX2085
 LX2085                          STATION DESCRIPTION
 LX2085
 LX2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2085'0.7 KM (0.45 MI) EAST FROM STAFFORD SPRINGS.
 LX2085'0.7 KM (0.45 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2085'STAFFORD SPRINGS TO HOUSE NUMBER 152 AND THE MARK ON THE LEFT, BEHIND
 LX2085'THE HOUSE, IN TOP OF A ROCK OUTCROP, 32.92 METERS (108.0 FT) NORTHWEST
 LX2085'OF THE CENTERLINE OF THE HIGHWAY, 9.57 METERS (31.4 FT) NORTHWEST OF
 LX2085'THE NORTH CORNER OF THE HOUSE, 7.41 METERS (24.3 FT) SOUTHWEST OF A
 LX2085'DIM DRIVEWAY NORTHEAST OF THE HOUSE, 0.30 METER (1.0 FT) NORTHEAST OF
 LX2085'THE SOUTHWEST EDGE OF THE ROCK.
 LX2085'THE MARK IS 2.0 M ABOVE HIGHWAY.
 LX2085
 LX2085                          STATION RECOVERY (1986)
 LX2085
 LX2085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2085'RECOVERED IN GOOD CONDITION.
 LX2085
 LX2085                          STATION RECOVERY (2005)
 LX2085
 LX2085'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX2085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2134 ***********************************************************************
 LX2134  DESIGNATION -  W 64
 LX2134  PID         -  LX2134
 LX2134  STATE/COUNTY-  CT/NEW LONDON
 LX2134  USGS QUAD   -  WILLIMANTIC (1984)
 LX2134
 LX2134                         *CURRENT SURVEY CONTROL
 LX2134  ___________________________________________________________________
 LX2134* NAD 83(1986)-  41 38 01.     (N)    072 09 34.     (W)     SCALED    
 LX2134* NAVD 88     -        87.706  (meters)     287.75   (feet)  ADJUSTED  
 LX2134  ___________________________________________________________________
 LX2134  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX2134  DYNAMIC HT  -          87.675 (meters)     287.65  (feet)  COMP
 LX2134  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LX2134
 LX2134  VERT ORDER  -  FIRST     CLASS II
 LX2134
 LX2134.The horizontal coordinates were scaled from a topographic map and have
 LX2134.an estimated accuracy of +/- 6 seconds.
 LX2134
 LX2134.The orthometric height was determined by differential leveling
 LX2134.and adjusted by the National Geodetic Survey in June 1991..
 LX2134
 LX2134.The geoid height was determined by GEOID03.
 LX2134
 LX2134.The dynamic height is computed by dividing the NAVD 88
 LX2134.geopotential number by the normal gravity value computed on the
 LX2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2134.degrees latitude (g = 980.6199 gals.).
 LX2134
 LX2134.The modeled gravity was interpolated from observed gravity values.
 LX2134
 LX2134;                    North         East    Units  Estimated Accuracy
 LX2134;SPC CT       -   241,450.      354,010.      MT  (+/- 180 meters Scaled)
 LX2134
 LX2134                          SUPERSEDED SURVEY CONTROL
 LX2134
 LX2134.No superseded survey control is available for this station.
 LX2134
 LX2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM366129(NAD 83)
 LX2134_MARKER: DB = BENCH MARK DISK
 LX2134_SETTING: 66 = SET IN ROCK OUTCROP
 LX2134_SP_SET: ROCK OUTCROP
 LX2134_STAMPING: W 64 1984
 LX2134_MARK LOGO: NGS   
 LX2134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2134+STABILITY: POSITION/ELEVATION WELL
 LX2134
 LX2134  HISTORY     - Date     Condition        Report By
 LX2134  HISTORY     - 1984     MONUMENTED       NGS
 LX2134  HISTORY     - 1986     GOOD             NGS
 LX2134  HISTORY     - 19901008 GOOD             USPSQD
 LX2134
 LX2134                          STATION DESCRIPTION
 LX2134
 LX2134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2134'IN NORTH FRANKLIN.
 LX2134'IN NORTH FRANKLIN, 0.3 KM (0.2 MI) EAST ALONG STATE HIGHWAY 207 FROM
 LX2134'THE JUNCTION OF STATE HIGHWAY 32, IN TOP OF A 1.2 BY 4.9 METER (4 BY
 LX2134'16 FT) ROCK OUTCROP BETWEEN POWER POLES 31 AND 32, 9.0 METERS
 LX2134'(29.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 18.90 METERS
 LX2134'(62.0 FT) WEST OF POWER POLE 32, 20.72 METERS (68.0 FT) EAST OF POWER
 LX2134'POLE 31.
 LX2134'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 LX2134'THE MARK IS 1.06 M ABOVE HIGHWAY.
 LX2134
 LX2134                          STATION RECOVERY (1986)
 LX2134
 LX2134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2134'RECOVERED IN GOOD CONDITION.
 LX2134
 LX2134                          STATION RECOVERY (1990)
 LX2134
 LX2134'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2164 ***********************************************************************
 LX2164  DESIGNATION -  W 65
 LX2164  PID         -  LX2164
 LX2164  STATE/COUNTY-  CT/TOLLAND
 LX2164  USGS QUAD   -  ROCKVILLE (1984)
 LX2164
 LX2164                         *CURRENT SURVEY CONTROL
 LX2164  ___________________________________________________________________
 LX2164* NAD 83(1986)-  41 47 01.     (N)    072 25 55.     (W)     SCALED    
 LX2164* NAVD 88     -       142.857  (meters)     468.69   (feet)  ADJUSTED  
 LX2164  ___________________________________________________________________
 LX2164  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX2164  DYNAMIC HT  -         142.808 (meters)     468.53  (feet)  COMP
 LX2164  MODELED GRAV-     980,280.6   (mgal)                       NAVD 88
 LX2164
 LX2164  VERT ORDER  -  FIRST     CLASS II
 LX2164
 LX2164.The horizontal coordinates were scaled from a topographic map and have
 LX2164.an estimated accuracy of +/- 6 seconds.
 LX2164
 LX2164.The orthometric height was determined by differential leveling
 LX2164.and adjusted by the National Geodetic Survey in June 1991..
 LX2164
 LX2164.The geoid height was determined by GEOID03.
 LX2164
 LX2164.The dynamic height is computed by dividing the NAVD 88
 LX2164.geopotential number by the normal gravity value computed on the
 LX2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2164.degrees latitude (g = 980.6199 gals.).
 LX2164
 LX2164.The modeled gravity was interpolated from observed gravity values.
 LX2164
 LX2164;                    North         East    Units  Estimated Accuracy
 LX2164;SPC CT       -   257,990.      331,240.      MT  (+/- 180 meters Scaled)
 LX2164
 LX2164                          SUPERSEDED SURVEY CONTROL
 LX2164
 LX2164.No superseded survey control is available for this station.
 LX2164
 LX2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM134289(NAD 83)
 LX2164_MARKER: DB = BENCH MARK DISK
 LX2164_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2164_SP_SET: BRIDGE ABUTMENT
 LX2164_STAMPING: W 65 1984
 LX2164_MARK LOGO: NGS   
 LX2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2164+STABILITY: SURFACE MOTION
 LX2164
 LX2164  HISTORY     - Date     Condition        Report By
 LX2164  HISTORY     - 1984     MONUMENTED       NGS
 LX2164  HISTORY     - 1986     GOOD             NGS
 LX2164
 LX2164                          STATION DESCRIPTION
 LX2164
 LX2164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2164'6.1 KM (3.8 MI) NW FROM ANDOVER.
 LX2164'6.1 KM (3.8 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE IN
 LX2164'ANDOVER TO THE MARK ON THE RIGHT, IN TOP OF THE NORTH END OF THE WEST
 LX2164'ABUTMENT OF A HIGHWAY BRIDGE OVER HOP RIVER, AT THE JUNCTION OF STONY
 LX2164'ROAD, 6.55 METERS (21.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 LX2164'18.29 METERS (60.0 FT) WEST OF THE CENTERLINE OF STONY ROAD.
 LX2164'THE MARK IS 0.30 M BELOW HIGHWAY.
 LX2164
 LX2164                          STATION RECOVERY (1986)
 LX2164
 LX2164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1658 ***********************************************************************
 LW1658  DESIGNATION -  W 66
 LW1658  PID         -  LW1658
 LW1658  STATE/COUNTY-  CT/WINDHAM
 LW1658  USGS QUAD   -  PUTNAM (1970)
 LW1658
 LW1658                         *CURRENT SURVEY CONTROL
 LW1658  ___________________________________________________________________
 LW1658* NAD 83(1986)-  41 59 31.     (N)    071 59 54.     (W)     SCALED    
 LW1658* NAVD 88     -       120.271  (meters)     394.59   (feet)  ADJUSTED  
 LW1658  ___________________________________________________________________
 LW1658  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LW1658  DYNAMIC HT  -         120.231 (meters)     394.46  (feet)  COMP
 LW1658  MODELED GRAV-     980,291.9   (mgal)                       NAVD 88
 LW1658
 LW1658  VERT ORDER  -  FIRST     CLASS II
 LW1658
 LW1658.The horizontal coordinates were scaled from a topographic map and have
 LW1658.an estimated accuracy of +/- 6 seconds.
 LW1658
 LW1658.The orthometric height was determined by differential leveling
 LW1658.and adjusted by the National Geodetic Survey in June 1991..
 LW1658
 LW1658.The geoid height was determined by GEOID03.
 LW1658
 LW1658.The dynamic height is computed by dividing the NAVD 88
 LW1658.geopotential number by the normal gravity value computed on the
 LW1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1658.degrees latitude (g = 980.6199 gals.).
 LW1658
 LW1658.The modeled gravity was interpolated from observed gravity values.
 LW1658
 LW1658;                    North         East    Units  Estimated Accuracy
 LW1658;SPC CT       -   281,350.      367,090.      MT  (+/- 180 meters Scaled)
 LW1658
 LW1658                          SUPERSEDED SURVEY CONTROL
 LW1658
 LW1658.No superseded survey control is available for this station.
 LW1658
 LW1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG516532(NAD 83)
 LW1658_MARKER: DB = BENCH MARK DISK
 LW1658_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1658_SP_SET: RETAINING WALL
 LW1658_STAMPING: W 66 1984
 LW1658_MARK LOGO: NGS   
 LW1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1658+STABILITY: SURFACE MOTION
 LW1658
 LW1658  HISTORY     - Date     Condition        Report By
 LW1658  HISTORY     - 1984     MONUMENTED       NGS
 LW1658  HISTORY     - 19961020 GOOD             USPSQD
 LW1658
 LW1658                          STATION DESCRIPTION
 LW1658
 LW1658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1658'IN NORTH WOODSTOCK.
 LW1658'IN NORTH WOODSTOCK, 0.1 KM (0.05 MI) WEST ALONG STATE HIGHWAY 197 FROM
 LW1658'THE JUNCTION OF STATE HIGHWAY 169, IN TOP OF THE WEST END OF THE SOUTH
 LW1658'RETAINING WALL OF A SMALL BRIDGE OVER ENGLISH NEIGHBORHOOD BROOK,
 LW1658'5.18 METERS (17.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LW1658'1.07 METERS (3.5 FT) EAST OF THE WEST END OF THE WALL.
 LW1658'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LW1658
 LW1658                          STATION RECOVERY (1996)
 LW1658
 LW1658'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2224 ***********************************************************************
 LX2224  DESIGNATION -  W 67
 LX2224  PID         -  LX2224
 LX2224  STATE/COUNTY-  CT/MIDDLESEX
 LX2224  USGS QUAD   -  HADDAM (1971)
 LX2224
 LX2224                         *CURRENT SURVEY CONTROL
 LX2224  ___________________________________________________________________
 LX2224* NAD 83(1986)-  41 29 48.     (N)    072 32 35.     (W)     SCALED    
 LX2224* NAVD 88     -        34.403  (meters)     112.87   (feet)  ADJUSTED  
 LX2224  ___________________________________________________________________
 LX2224  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX2224  DYNAMIC HT  -          34.391 (meters)     112.83  (feet)  COMP
 LX2224  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 LX2224
 LX2224  VERT ORDER  -  FIRST     CLASS II
 LX2224
 LX2224.The horizontal coordinates were scaled from a topographic map and have
 LX2224.an estimated accuracy of +/- 6 seconds.
 LX2224
 LX2224.The orthometric height was determined by differential leveling
 LX2224.and adjusted by the National Geodetic Survey in June 1991..
 LX2224
 LX2224.The geoid height was determined by GEOID03.
 LX2224
 LX2224.The dynamic height is computed by dividing the NAVD 88
 LX2224.geopotential number by the normal gravity value computed on the
 LX2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2224.degrees latitude (g = 980.6199 gals.).
 LX2224
 LX2224.The modeled gravity was interpolated from observed gravity values.
 LX2224
 LX2224;                    North         East    Units  Estimated Accuracy
 LX2224;SPC CT       -   226,090.      322,080.      MT  (+/- 180 meters Scaled)
 LX2224
 LX2224                          SUPERSEDED SURVEY CONTROL
 LX2224
 LX2224.No superseded survey control is available for this station.
 LX2224
 LX2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL050968(NAD 83)
 LX2224_MARKER: DB = BENCH MARK DISK
 LX2224_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2224_SP_SET: HEADWALL
 LX2224_STAMPING: W 67 1984
 LX2224_MARK LOGO: NGS   
 LX2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2224+STABILITY: SURFACE MOTION
 LX2224
 LX2224  HISTORY     - Date     Condition        Report By
 LX2224  HISTORY     - 1984     MONUMENTED       NGS
 LX2224
 LX2224                          STATION DESCRIPTION
 LX2224
 LX2224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2224'4.7 KM (2.9 MI) NORTH FROM HADDAM.
 LX2224'4.7 KM (2.9 MI) NORTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2224'HADDAM TO THE MARK ON THE LEFT, 6.4 METERS (21.0 FT) SOUTH OF THE
 LX2224'CENTERLINE OF THE HIGHWAY.
 LX2224'THE MARK IS 1.2 METERS  W FROM A WITNESS POST.
 LX2224'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2234 ***********************************************************************
 LX2234  DESIGNATION -  W 69
 LX2234  PID         -  LX2234
 LX2234  STATE/COUNTY-  CT/MIDDLESEX
 LX2234  USGS QUAD   -  DEEP RIVER (1971)
 LX2234
 LX2234                         *CURRENT SURVEY CONTROL
 LX2234  ___________________________________________________________________
 LX2234* NAD 83(1986)-  41 27 33.     (N)    072 28 48.     (W)     SCALED    
 LX2234* NAVD 88     -        26.155  (meters)      85.81   (feet)  ADJUSTED  
 LX2234  ___________________________________________________________________
 LX2234  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX2234  DYNAMIC HT  -          26.146 (meters)      85.78  (feet)  COMP
 LX2234  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX2234
 LX2234  VERT ORDER  -  FIRST     CLASS II
 LX2234
 LX2234.The horizontal coordinates were scaled from a topographic map and have
 LX2234.an estimated accuracy of +/- 6 seconds.
 LX2234
 LX2234.The orthometric height was determined by differential leveling
 LX2234.and adjusted by the National Geodetic Survey in June 1991..
 LX2234
 LX2234.The geoid height was determined by GEOID03.
 LX2234
 LX2234.The dynamic height is computed by dividing the NAVD 88
 LX2234.geopotential number by the normal gravity value computed on the
 LX2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2234.degrees latitude (g = 980.6199 gals.).
 LX2234
 LX2234.The modeled gravity was interpolated from observed gravity values.
 LX2234
 LX2234;                    North         East    Units  Estimated Accuracy
 LX2234;SPC CT       -   221,940.      327,360.      MT  (+/- 180 meters Scaled)
 LX2234
 LX2234                          SUPERSEDED SURVEY CONTROL
 LX2234
 LX2234.No superseded survey control is available for this station.
 LX2234
 LX2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL104927(NAD 83)
 LX2234_MARKER: DB = BENCH MARK DISK
 LX2234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2234_SP_SET: HEADWALL
 LX2234_STAMPING: W 69 1984
 LX2234_MARK LOGO: NGS   
 LX2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2234+STABILITY: SURFACE MOTION
 LX2234
 LX2234  HISTORY     - Date     Condition        Report By
 LX2234  HISTORY     - 1984     MONUMENTED       NGS
 LX2234  HISTORY     - 1989     GOOD             USPSQD
 LX2234  HISTORY     - 19900317 GOOD             USPSQD
 LX2234
 LX2234                          STATION DESCRIPTION
 LX2234
 LX2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2234'2.7 KM (1.7 MI) SOUTH FROM HADDAM.
 LX2234'2.7 KM (1.7 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2234'HADDAM TO THE MARK ON THE RIGHT, 8.9 METERS (29.5 FT) WEST OF THE
 LX2234'CENTERLINE OF THE HIGHWAY, 7.1 METERS (23.5 FT) SOUTH OF THE CENTER OF
 LX2234'A DRIVEWAY, 7.7 METERS (25.5 FT) NORTH OF POWER POLE 536.
 LX2234'THE MARK IS 0.91 METERS  NW FROM A WITNESS POST.
 LX2234'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2234
 LX2234                          STATION RECOVERY (1989)
 LX2234
 LX2234'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2234'RECOVERED IN GOOD CONDITION.
 LX2234
 LX2234                          STATION RECOVERY (1990)
 LX2234
 LX2234'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0604 ***********************************************************************
 LX0604  DESIGNATION -  W 7
 LX0604  PID         -  LX0604
 LX0604  STATE/COUNTY-  CT/LITCHFIELD
 LX0604  USGS QUAD   -  THOMASTON (1976)
 LX0604
 LX0604                         *CURRENT SURVEY CONTROL
 LX0604  ___________________________________________________________________
 LX0604* NAD 83(1986)-  41 40 22.     (N)    073 04 29.     (W)     SCALED    
 LX0604* NAVD 88     -       119.375  (meters)     391.65   (feet)  ADJUSTED  
 LX0604  ___________________________________________________________________
 LX0604  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX0604  DYNAMIC HT  -         119.338 (meters)     391.53  (feet)  COMP
 LX0604  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 LX0604
 LX0604  VERT ORDER  -  FIRST     CLASS II
 LX0604
 LX0604.The horizontal coordinates were scaled from a topographic map and have
 LX0604.an estimated accuracy of +/- 6 seconds.
 LX0604
 LX0604.The orthometric height was determined by differential leveling
 LX0604.and adjusted by the National Geodetic Survey in June 1991..
 LX0604
 LX0604.The geoid height was determined by GEOID03.
 LX0604
 LX0604.The dynamic height is computed by dividing the NAVD 88
 LX0604.geopotential number by the normal gravity value computed on the
 LX0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0604.degrees latitude (g = 980.6199 gals.).
 LX0604
 LX0604.The modeled gravity was interpolated from observed gravity values.
 LX0604
 LX0604;                    North         East    Units  Estimated Accuracy
 LX0604;SPC CT       -   245,680.      277,760.      MT  (+/- 180 meters Scaled)
 LX0604
 LX0604                          SUPERSEDED SURVEY CONTROL
 LX0604
 LX0604  NGVD 29 (??/??/92)  119.632  (m)          392.49   (f) ADJ UNCH    1 2
 LX0604
 LX0604.Superseded values are not recommended for survey control.
 LX0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0604.See file dsdata.txt to determine how the superseded data were derived.
 LX0604
 LX0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM602152(NAD 83)
 LX0604_MARKER: DB = BENCH MARK DISK
 LX0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0604_SP_SET: BUILDING
 LX0604_STAMPING: W 7 1923
 LX0604_MARK LOGO: CGS   
 LX0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0604
 LX0604  HISTORY     - Date     Condition        Report By
 LX0604  HISTORY     - 1923     MONUMENTED       CGS
 LX0604  HISTORY     - 1935     GOOD             NGS
 LX0604  HISTORY     - 1985     GOOD             NGS
 LX0604
 LX0604                          STATION DESCRIPTION
 LX0604
 LX0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1923
 LX0604'AT THOMASTON.
 LX0604'AT THOMASTON, LITCHFIELD COUNTY, AT THE CORNER OF MAIN AND CLAY
 LX0604'STREETS, IN THE FRONT OF THE CLAY STREET FACE OF THE POST OFFICE,
 LX0604'20 FT TOWARD MAIN STREET FROM THE ENTRANCE, AND 2 FT. ABOVE
 LX0604'THE SIDEWALK.  A STANDARD DISK, STAMPED W 7 1923 AND SET
 LX0604'VERTICALLY.
 LX0604
 LX0604                          STATION RECOVERY (1935)
 LX0604
 LX0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 LX0604'RECOVERED IN GOOD CONDITION.
 LX0604
 LX0604                          STATION RECOVERY (1985)
 LX0604
 LX0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0604'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN THOMASTON, AT
 LX0604'THE JUNCTION OF CLAY AND MAIN STREETS, SET VERTICALLY IN THE NORTHEAST
 LX0604'FACE AND NEAR THE EAST CORNER OF THE CITY HALL BUILDING, 3.59 METERS
 LX0604'(11.8 FT) SOUTHWEST OF THE SOUTHWEST CURB OF CLAY STREET, 14.87 METERS
 LX0604'(48.8 FT) NORTHWEST OF THE NORTHWEST CURB OF MAIN STREET, 0.24 METER
 LX0604'(0.8 FT) NORTHWEST OF THE EAST CORNER OF THE BUILDING.
 LX0604'THE MARK IS 0.91 M ABOVE CLAY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2304 ***********************************************************************
 LX2304  DESIGNATION -  W 71
 LX2304  PID         -  LX2304
 LX2304  STATE/COUNTY-  CT/FAIRFIELD
 LX2304  USGS QUAD   -  BETHEL (1984)
 LX2304
 LX2304                         *CURRENT SURVEY CONTROL
 LX2304  ___________________________________________________________________
 LX2304* NAD 83(1986)-  41 16 34.     (N)    073 25 02.     (W)     SCALED    
 LX2304* NAVD 88     -       149.692  (meters)     491.11   (feet)  ADJUSTED  
 LX2304  ___________________________________________________________________
 LX2304  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX2304  DYNAMIC HT  -         149.642 (meters)     490.95  (feet)  COMP
 LX2304  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX2304
 LX2304  VERT ORDER  -  FIRST     CLASS II
 LX2304
 LX2304.The horizontal coordinates were scaled from a topographic map and have
 LX2304.an estimated accuracy of +/- 6 seconds.
 LX2304
 LX2304.The orthometric height was determined by differential leveling
 LX2304.and adjusted by the National Geodetic Survey in June 1991..
 LX2304
 LX2304.The geoid height was determined by GEOID03.
 LX2304
 LX2304.The dynamic height is computed by dividing the NAVD 88
 LX2304.geopotential number by the normal gravity value computed on the
 LX2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2304.degrees latitude (g = 980.6199 gals.).
 LX2304
 LX2304.The modeled gravity was interpolated from observed gravity values.
 LX2304
 LX2304;                    North         East    Units  Estimated Accuracy
 LX2304;SPC CT       -   201,790.      248,900.      MT  (+/- 180 meters Scaled)
 LX2304
 LX2304                          SUPERSEDED SURVEY CONTROL
 LX2304
 LX2304.No superseded survey control is available for this station.
 LX2304
 LX2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL325706(NAD 83)
 LX2304_MARKER: DB = BENCH MARK DISK
 LX2304_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2304_SP_SET: HEADWALL OF CULVERT
 LX2304_STAMPING: W 71 1985
 LX2304_MARK LOGO: NGS   
 LX2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2304+STABILITY: SURFACE MOTION
 LX2304
 LX2304  HISTORY     - Date     Condition        Report By
 LX2304  HISTORY     - 1985     MONUMENTED       NGS
 LX2304
 LX2304                          STATION DESCRIPTION
 LX2304
 LX2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2304'3.0 KM (1.85 MI) NORTH FROM GEORGETOWN.
 LX2304'3.0 KM (1.85 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2304'U.S. HIGHWAY 7 IN GEORGETOWN TO THE MARK ON THE LEFT, IN THE NORTHEAST
 LX2304'END OF A HEADWALL OF A CULVERT FOR GILBERTS BENNETT BROOK, 5.6 METERS
 LX2304'(18.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.2 METERS
 LX2304'(40.0 FT) NORTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY.
 LX2304'THE MARK IS 0.91 METERS  SW FROM  A WITNESS POST
 LX2304'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2340 ***********************************************************************
 LX2340  DESIGNATION -  W 72
 LX2340  PID         -  LX2340
 LX2340  STATE/COUNTY-  CT/FAIRFIELD
 LX2340  USGS QUAD   -  BRIDGEPORT (1984)
 LX2340
 LX2340                         *CURRENT SURVEY CONTROL
 LX2340  ___________________________________________________________________
 LX2340* NAD 83(1986)-  41 13 14.     (N)    073 13 02.     (W)     SCALED    
 LX2340* NAVD 88     -        58.913  (meters)     193.28   (feet)  ADJUSTED  
 LX2340  ___________________________________________________________________
 LX2340  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX2340  DYNAMIC HT  -          58.894 (meters)     193.22  (feet)  COMP
 LX2340  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LX2340
 LX2340  VERT ORDER  -  FIRST     CLASS II
 LX2340
 LX2340.The horizontal coordinates were scaled from a topographic map and have
 LX2340.an estimated accuracy of +/- 6 seconds.
 LX2340
 LX2340.The orthometric height was determined by differential leveling
 LX2340.and adjusted by the National Geodetic Survey in June 1991..
 LX2340
 LX2340.The geoid height was determined by GEOID03.
 LX2340
 LX2340.The dynamic height is computed by dividing the NAVD 88
 LX2340.geopotential number by the normal gravity value computed on the
 LX2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2340.degrees latitude (g = 980.6199 gals.).
 LX2340
 LX2340.The modeled gravity was interpolated from observed gravity values.
 LX2340
 LX2340;                    North         East    Units  Estimated Accuracy
 LX2340;SPC CT       -   195,510.      265,620.      MT  (+/- 180 meters Scaled)
 LX2340
 LX2340                          SUPERSEDED SURVEY CONTROL
 LX2340
 LX2340.No superseded survey control is available for this station.
 LX2340
 LX2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL494647(NAD 83)
 LX2340_MARKER: I = METAL ROD
 LX2340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2340_SP_SET: STAINLESS STEEL ROD
 LX2340_STAMPING: W 72 1985
 LX2340_MARK LOGO: NGS   
 LX2340_PROJECTION: FLUSH
 LX2340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2340_ROD/PIPE-DEPTH: 3.5  meters
 LX2340
 LX2340  HISTORY     - Date     Condition        Report By
 LX2340  HISTORY     - 1985     MONUMENTED       NGS
 LX2340
 LX2340                          STATION DESCRIPTION
 LX2340
 LX2340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2340'IN BRIDGEPORT.
 LX2340'IN BRIDGEPORT, ALONG STATE HIGHWAY 111 (MAIN STREET), AT THE JUNCTION
 LX2340'OF KAECHELE PLACE, AT THE SOUTHEAST CORNER OF BROOKSIDE SHOPPING
 LX2340'CENTER, IN A 3.66 METER (12 FT) SQUARE AREA USED FOR A GUY WIRE FOR
 LX2340'UTILITY POLE 92, 4.91 METERS (16.1 FT) SOUTHWEST OF THE SOUTHWEST CURB
 LX2340'OF THE HIGHWAY, 21.33 METERS (70.0 FT) SOUTH OF A FIRE HYDRANT,
 LX2340'4.57 METERS (15.0 FT) SOUTHWEST OF UTILITY POLE 92.  NOTE--ACCESS TO
 LX2340'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2340'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2597 ***********************************************************************
 LX2597  DESIGNATION -  W 73
 LX2597  PID         -  LX2597
 LX2597  STATE/COUNTY-  CT/LITCHFIELD
 LX2597  USGS QUAD   -  NEW MILFORD (1984)
 LX2597
 LX2597                         *CURRENT SURVEY CONTROL
 LX2597  ___________________________________________________________________
 LX2597* NAD 83(1986)-  41 35 49.     (N)    073 24 25.     (W)     SCALED    
 LX2597* NAVD 88     -       127.094  (meters)     416.97   (feet)  ADJUSTED  
 LX2597  ___________________________________________________________________
 LX2597  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX2597  DYNAMIC HT  -         127.052 (meters)     416.84  (feet)  COMP
 LX2597  MODELED GRAV-     980,291.7   (mgal)                       NAVD 88
 LX2597
 LX2597  VERT ORDER  -  FIRST     CLASS II
 LX2597
 LX2597.The horizontal coordinates were scaled from a topographic map and have
 LX2597.an estimated accuracy of +/- 6 seconds.
 LX2597
 LX2597.The orthometric height was determined by differential leveling
 LX2597.and adjusted by the National Geodetic Survey in June 1991..
 LX2597
 LX2597.The geoid height was determined by GEOID03.
 LX2597
 LX2597.The dynamic height is computed by dividing the NAVD 88
 LX2597.geopotential number by the normal gravity value computed on the
 LX2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2597.degrees latitude (g = 980.6199 gals.).
 LX2597
 LX2597.The modeled gravity was interpolated from observed gravity values.
 LX2597
 LX2597;                    North         East    Units  Estimated Accuracy
 LX2597;SPC CT       -   237,410.      250,030.      MT  (+/- 180 meters Scaled)
 LX2597
 LX2597                          SUPERSEDED SURVEY CONTROL
 LX2597
 LX2597.No superseded survey control is available for this station.
 LX2597
 LX2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM327062(NAD 83)
 LX2597_MARKER: I = METAL ROD
 LX2597_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2597_SP_SET: STAINLESS STEEL ROD
 LX2597_STAMPING: W 73 1985
 LX2597_MARK LOGO: NGS   
 LX2597_PROJECTION: FLUSH
 LX2597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2597_ROD/PIPE-DEPTH: 3.9  meters
 LX2597
 LX2597  HISTORY     - Date     Condition        Report By
 LX2597  HISTORY     - 1985     MONUMENTED       NGS
 LX2597
 LX2597                          STATION DESCRIPTION
 LX2597
 LX2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2597'2.3 KM (1.4 MI) NORTH FROM NEW MILFORD.
 LX2597'2.3 KM (1.4 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2597'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE LEFT, 7.1 METERS
 LX2597'(23.5 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, 17.3 METERS (57.0
 LX2597'FT) NORTH OF THE CENTER OF A DRIVEWAY, 3.5 METERS (11.7 FT) EAST OF A
 LX2597'ROCK WALL, 0.51 METER (1.7 FT) WEST OF A GUY POLE NUMBER 11261.
 LX2597'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2597'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2367 ***********************************************************************
 LX2367  DESIGNATION -  W 74
 LX2367  PID         -  LX2367
 LX2367  STATE/COUNTY-  CT/FAIRFIELD
 LX2367  USGS QUAD   -  NEWTOWN (1984)
 LX2367
 LX2367                         *CURRENT SURVEY CONTROL
 LX2367  ___________________________________________________________________
 LX2367* NAD 83(1986)-  41 25 34.     (N)    073 19 52.     (W)     SCALED    
 LX2367* NAVD 88     -       163.951  (meters)     537.90   (feet)  ADJUSTED  
 LX2367  ___________________________________________________________________
 LX2367  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX2367  DYNAMIC HT  -         163.896 (meters)     537.72  (feet)  COMP
 LX2367  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 LX2367
 LX2367  VERT ORDER  -  FIRST     CLASS II
 LX2367
 LX2367.The horizontal coordinates were scaled from a topographic map and have
 LX2367.an estimated accuracy of +/- 6 seconds.
 LX2367
 LX2367.The orthometric height was determined by differential leveling
 LX2367.and adjusted by the National Geodetic Survey in June 1991..
 LX2367
 LX2367.The geoid height was determined by GEOID03.
 LX2367
 LX2367.The dynamic height is computed by dividing the NAVD 88
 LX2367.geopotential number by the normal gravity value computed on the
 LX2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2367.degrees latitude (g = 980.6199 gals.).
 LX2367
 LX2367.The modeled gravity was interpolated from observed gravity values.
 LX2367
 LX2367;                    North         East    Units  Estimated Accuracy
 LX2367;SPC CT       -   218,400.      256,230.      MT  (+/- 180 meters Scaled)
 LX2367
 LX2367                          SUPERSEDED SURVEY CONTROL
 LX2367
 LX2367.No superseded survey control is available for this station.
 LX2367
 LX2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL394874(NAD 83)
 LX2367_MARKER: DB = BENCH MARK DISK
 LX2367_SETTING: 66 = SET IN ROCK OUTCROP
 LX2367_SP_SET: ROCK OUTCROP
 LX2367_STAMPING: W 74 1985
 LX2367_MARK LOGO: NGS   
 LX2367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2367+STABILITY: POSITION/ELEVATION WELL
 LX2367
 LX2367  HISTORY     - Date     Condition        Report By
 LX2367  HISTORY     - 1985     MONUMENTED       NGS
 LX2367
 LX2367                          STATION DESCRIPTION
 LX2367
 LX2367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2367'4.6 KM (2.85 MI) WEST FROM SANDY HOOK.
 LX2367'4.6 KM (2.85 MI) WEST ALONG INTERSTATE 84 FROM THE WEST END OF THE
 LX2367'BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON THE LEFT,
 LX2367'ALSO 0.7 KM (0.45 MI) EAST ALONG INTERSTATE 84 FROM THE TUNNEL ROAD
 LX2367'OVERPASS OVER THE INTERSTATE, 3.96 METERS (13.0 FT) SOUTH OF THE SOUTH
 LX2367'CURB OF THE HIGHWAY, 3.78 METERS (12.4 FT) SOUTH OF A STEEL GUARD
 LX2367'RAIL.
 LX2367'THE MARK IS 0.50 METERS  SE FROM  A WITNESS POST
 LX2367'THE MARK IS 1.22 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2664 ***********************************************************************
 LX2664  DESIGNATION -  W 75
 LX2664  PID         -  LX2664
 LX2664  STATE/COUNTY-  CT/LITCHFIELD
 LX2664  USGS QUAD   -  CORNWALL (1984)
 LX2664
 LX2664                         *CURRENT SURVEY CONTROL
 LX2664  ___________________________________________________________________
 LX2664* NAD 83(1986)-  41 50 45.     (N)    073 19 17.     (W)     SCALED    
 LX2664* NAVD 88     -       262.507  (meters)     861.24   (feet)  ADJUSTED  
 LX2664  ___________________________________________________________________
 LX2664  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2664  DYNAMIC HT  -         262.413 (meters)     860.93  (feet)  COMP
 LX2664  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 LX2664
 LX2664  VERT ORDER  -  FIRST     CLASS II
 LX2664
 LX2664.The horizontal coordinates were scaled from a topographic map and have
 LX2664.an estimated accuracy of +/- 6 seconds.
 LX2664
 LX2664.The orthometric height was determined by differential leveling
 LX2664.and adjusted by the National Geodetic Survey in June 1991..
 LX2664
 LX2664.The geoid height was determined by GEOID03.
 LX2664
 LX2664.The dynamic height is computed by dividing the NAVD 88
 LX2664.geopotential number by the normal gravity value computed on the
 LX2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2664.degrees latitude (g = 980.6199 gals.).
 LX2664
 LX2664.The modeled gravity was interpolated from observed gravity values.
 LX2664
 LX2664;                    North         East    Units  Estimated Accuracy
 LX2664;SPC CT       -   265,010.      257,350.      MT  (+/- 180 meters Scaled)
 LX2664
 LX2664                          SUPERSEDED SURVEY CONTROL
 LX2664
 LX2664.No superseded survey control is available for this station.
 LX2664
 LX2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM393340(NAD 83)
 LX2664_MARKER: DB = BENCH MARK DISK
 LX2664_SETTING: 66 = SET IN ROCK OUTCROP
 LX2664_SP_SET: ROCK OUTCROP
 LX2664_STAMPING: W 75 1985
 LX2664_MARK LOGO: NGS   
 LX2664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2664+STABILITY: POSITION/ELEVATION WELL
 LX2664
 LX2664  HISTORY     - Date     Condition        Report By
 LX2664  HISTORY     - 1985     MONUMENTED       NGS
 LX2664
 LX2664                          STATION DESCRIPTION
 LX2664
 LX2664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2664'0.6 KM (0.4 MI) EAST FROM CORNWALL.
 LX2664'0.6 KM (0.4 MI) EAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF STATE
 LX2664'HIGHWAY 125 IN CORNWALL TO THE MARK ON THE LEFT, IN TOP OF ROCK
 LX2664'OUTCROP, ALSO 0.9 KM (0.6 MI) WEST ALONG STATE HIGHWAY 4 FROM THE
 LX2664'JUNCTION OF STATE HIGHWAY 43 IN NORTH CORNERS, 6.7 METERS (22.0 FT)
 LX2664'NORTH OF THE CENTER LINE OF THE HIGHWAY, 21.03 METERS (69.0 FT)
 LX2664'NORTHEAST AND ACROSS THE HIGHWAY FROM POWER POLE NUMBER 456, 32.0
 LX2664'METERS (105.0 FT) NORTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE
 LX2664'NUMBER 455.
 LX2664'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2664'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2493 ***********************************************************************
 LX2493  DESIGNATION -  W 77
 LX2493  PID         -  LX2493
 LX2493  STATE/COUNTY-  CT/NEW HAVEN
 LX2493  USGS QUAD   -  WATERBURY (1984)
 LX2493
 LX2493                         *CURRENT SURVEY CONTROL
 LX2493  ___________________________________________________________________
 LX2493* NAD 83(1986)-  41 33 05.     (N)    073 02 20.     (W)     SCALED    
 LX2493* NAVD 88     -        83.713  (meters)     274.65   (feet)  ADJUSTED  
 LX2493  ___________________________________________________________________
 LX2493  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2493  DYNAMIC HT  -          83.687 (meters)     274.56  (feet)  COMP
 LX2493  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 LX2493
 LX2493  VERT ORDER  -  FIRST     CLASS II
 LX2493
 LX2493.The horizontal coordinates were scaled from a topographic map and have
 LX2493.an estimated accuracy of +/- 6 seconds.
 LX2493
 LX2493.The orthometric height was determined by differential leveling
 LX2493.and adjusted by the National Geodetic Survey in June 1991..
 LX2493
 LX2493.The geoid height was determined by GEOID03.
 LX2493
 LX2493.The dynamic height is computed by dividing the NAVD 88
 LX2493.geopotential number by the normal gravity value computed on the
 LX2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2493.degrees latitude (g = 980.6199 gals.).
 LX2493
 LX2493.The modeled gravity was interpolated from observed gravity values.
 LX2493
 LX2493;                    North         East    Units  Estimated Accuracy
 LX2493;SPC CT       -   232,190.      280,700.      MT  (+/- 180 meters Scaled)
 LX2493
 LX2493                          SUPERSEDED SURVEY CONTROL
 LX2493
 LX2493.No superseded survey control is available for this station.
 LX2493
 LX2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM635018(NAD 83)
 LX2493_MARKER: DB = BENCH MARK DISK
 LX2493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2493_SP_SET: BRIDGE ABUTMENT
 LX2493_STAMPING: W 77 1985
 LX2493_MARK LOGO: NGS   
 LX2493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2493
 LX2493  HISTORY     - Date     Condition        Report By
 LX2493  HISTORY     - 1985     MONUMENTED       NGS
 LX2493  HISTORY     - 19910428 GOOD             USPSQD
 LX2493
 LX2493                          STATION DESCRIPTION
 LX2493
 LX2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2493'IN WATERBURY.
 LX2493'IN WATERBURY, ALONG SOUTH MAIN STREET, SET VERTICALLY IN THE WEST FACE
 LX2493'OF THE EAST ABUTMENT OF THE INTERSTATE 84 OVERPASS, 7.47 METERS (24.5
 LX2493'FT) EAST OF THE CENTERLINE OF THE STREET, 1.34 METERS (4.4 FT) SOUTH
 LX2493'OF THE NORTH END OF THE ABUTMENT.
 LX2493'THE MARK IS 1.17 M ABOVE STREET.
 LX2493
 LX2493                          STATION RECOVERY (1991)
 LX2493
 LX2493'RECOVERY NOTE BY US POWER SQUADRON 1991 (CZ)
 LX2493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2864 ***********************************************************************
 LX2864  DESIGNATION -  W 78
 LX2864  PID         -  LX2864
 LX2864  STATE/COUNTY-  CT/NEW HAVEN
 LX2864  USGS QUAD   -  BRANFORD (1984)
 LX2864
 LX2864                         *CURRENT SURVEY CONTROL
 LX2864  ___________________________________________________________________
 LX2864* NAD 83(1986)-  41 23 30.     (N)    072 50 16.     (W)     SCALED    
 LX2864* NAVD 88     -        23.512  (meters)      77.14   (feet)  ADJUSTED  
 LX2864  ___________________________________________________________________
 LX2864  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX2864  DYNAMIC HT  -          23.505 (meters)      77.12  (feet)  COMP
 LX2864  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 LX2864
 LX2864  VERT ORDER  -  FIRST     CLASS II
 LX2864
 LX2864.The horizontal coordinates were scaled from a topographic map and have
 LX2864.an estimated accuracy of +/- 6 seconds.
 LX2864
 LX2864.The orthometric height was determined by differential leveling
 LX2864.and adjusted by the National Geodetic Survey in June 1991..
 LX2864
 LX2864.The geoid height was determined by GEOID03.
 LX2864
 LX2864.The dynamic height is computed by dividing the NAVD 88
 LX2864.geopotential number by the normal gravity value computed on the
 LX2864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2864.degrees latitude (g = 980.6199 gals.).
 LX2864
 LX2864.The modeled gravity was interpolated from observed gravity values.
 LX2864
 LX2864;                    North         East    Units  Estimated Accuracy
 LX2864;SPC CT       -   214,410.      297,460.      MT  (+/- 180 meters Scaled)
 LX2864
 LX2864                          SUPERSEDED SURVEY CONTROL
 LX2864
 LX2864.No superseded survey control is available for this station.
 LX2864
 LX2864_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL807844(NAD 83)
 LX2864_MARKER: I = METAL ROD
 LX2864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2864_SP_SET: STAINLESS STEEL ROD
 LX2864_STAMPING: W 78 1985
 LX2864_MARK LOGO: NGS   
 LX2864_PROJECTION: FLUSH
 LX2864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2864_ROD/PIPE-DEPTH: 3.7  meters
 LX2864
 LX2864  HISTORY     - Date     Condition        Report By
 LX2864  HISTORY     - 1985     MONUMENTED       NGS
 LX2864
 LX2864                          STATION DESCRIPTION
 LX2864
 LX2864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2864'2.3 KM (1.4 MI) EAST FROM NORTH HAVEN.
 LX2864'0.2 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 5 FROM THE POST OFFICE IN
 LX2864'NORTH HAVEN, THENCE 2.0 KM (1.25 MI) EAST ALONG STATE HIGHWAY 22 TO
 LX2864'THE MARK ON THE RIGHT, 7.92 METERS (26.0 FT) SOUTH OF THE CENTER LINE
 LX2864'OF THE HIGHWAY, 30.78 METERS (101.0 FT) EAST OF THE CENTER LINE OF
 LX2864'MILL ROAD, 9.88 METERS (32.4 FT) WEST OF UTILITY POLE NUMBER 195, 0.52
 LX2864'METER (1.7 FT) EAST OF THE SOUTH SUPPORT LEG OF THE CLINTONVILLE TOWN
 LX2864'LINE SIGN. NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD
 LX2864'DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2864'THROUGH A 5-INCH LOGO CAP.
 LX2864'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2563 ***********************************************************************
 LX2563  DESIGNATION -  W 79
 LX2563  PID         -  LX2563
 LX2563  STATE/COUNTY-  CT/LITCHFIELD
 LX2563  USGS QUAD   -  NEW PRESTON (1984)
 LX2563
 LX2563                         *CURRENT SURVEY CONTROL
 LX2563  ___________________________________________________________________
 LX2563* NAD 83(1986)-  41 38 11.     (N)    073 18 56.     (W)     SCALED    
 LX2563* NAVD 88     -       179.112  (meters)     587.64   (feet)  ADJUSTED  
 LX2563  ___________________________________________________________________
 LX2563  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2563  DYNAMIC HT  -         179.051 (meters)     587.44  (feet)  COMP
 LX2563  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 LX2563
 LX2563  VERT ORDER  -  FIRST     CLASS II
 LX2563
 LX2563.The horizontal coordinates were scaled from a topographic map and have
 LX2563.an estimated accuracy of +/- 6 seconds.
 LX2563
 LX2563.The orthometric height was determined by differential leveling
 LX2563.and adjusted by the National Geodetic Survey in June 1991..
 LX2563
 LX2563.The geoid height was determined by GEOID03.
 LX2563
 LX2563.The dynamic height is computed by dividing the NAVD 88
 LX2563.geopotential number by the normal gravity value computed on the
 LX2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2563.degrees latitude (g = 980.6199 gals.).
 LX2563
 LX2563.The modeled gravity was interpolated from observed gravity values.
 LX2563
 LX2563;                    North         East    Units  Estimated Accuracy
 LX2563;SPC CT       -   241,740.      257,680.      MT  (+/- 180 meters Scaled)
 LX2563
 LX2563                          SUPERSEDED SURVEY CONTROL
 LX2563
 LX2563.No superseded survey control is available for this station.
 LX2563
 LX2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM402107(NAD 83)
 LX2563_MARKER: I = METAL ROD
 LX2563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2563+WITH SETTING: INFORMATION.
 LX2563_SP_SET: SHALLOW-SET METAL ROD
 LX2563_STAMPING: W 79 1985
 LX2563_MARK LOGO: NGS   
 LX2563_PROJECTION: FLUSH
 LX2563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2563_ROD/PIPE-DEPTH: 2.4  meters
 LX2563
 LX2563  HISTORY     - Date     Condition        Report By
 LX2563  HISTORY     - 1985     MONUMENTED       NGS
 LX2563
 LX2563                          STATION DESCRIPTION
 LX2563
 LX2563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2563'0.6 KM (0.35 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2563'0.6 KM (0.35 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2563'WASHINGTON DEPOT TO THE MARK ON THE LEFT, IN THE NORTHWEST CORNER OF
 LX2563'THE CHURCH YARD OF OUR LADY OF PERPETUAL HELP, 11.3 METERS (37.2 FT)
 LX2563'EAST OF THE CENTERLINE OF THE HIGHWAY, 4.6 METERS (15.4 FT) SOUTH OF
 LX2563'THE CENTER OF AN ENTRANCE DRIVE, 3.3 METERS (10.9 FT) SOUTHWEST OF THE
 LX2563'END OF A ROCK WALL, 0.82 METER (2.7 FT) EAST OF THE ROCKWALL.
 LX2563'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 LX2563'AND ANCHORED AT 2.4 METERS.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2563'THROUGH A 5-INCH LOGO CAP.
 LX2563'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2541 ***********************************************************************
 LX2541  DESIGNATION -  W 80
 LX2541  PID         -  LX2541
 LX2541  STATE/COUNTY-  CT/LITCHFIELD
 LX2541  USGS QUAD   -  CORNWALL (1984)
 LX2541
 LX2541                         *CURRENT SURVEY CONTROL
 LX2541  ___________________________________________________________________
 LX2541* NAD 83(1986)-  41 46 07.     (N)    073 21 14.     (W)     SCALED    
 LX2541* NAVD 88     -       405.389  (meters)    1330.01   (feet)  ADJUSTED  
 LX2541  ___________________________________________________________________
 LX2541  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX2541  DYNAMIC HT  -         405.242 (meters)    1329.53  (feet)  COMP
 LX2541  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 LX2541
 LX2541  VERT ORDER  -  FIRST     CLASS II
 LX2541
 LX2541.The horizontal coordinates were scaled from a topographic map and have
 LX2541.an estimated accuracy of +/- 6 seconds.
 LX2541
 LX2541.The orthometric height was determined by differential leveling
 LX2541.and adjusted by the National Geodetic Survey in June 1991..
 LX2541
 LX2541.The geoid height was determined by GEOID03.
 LX2541
 LX2541.The dynamic height is computed by dividing the NAVD 88
 LX2541.geopotential number by the normal gravity value computed on the
 LX2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2541.degrees latitude (g = 980.6199 gals.).
 LX2541
 LX2541.The modeled gravity was interpolated from observed gravity values.
 LX2541
 LX2541;                    North         East    Units  Estimated Accuracy
 LX2541;SPC CT       -   256,450.      254,590.      MT  (+/- 180 meters Scaled)
 LX2541
 LX2541                          SUPERSEDED SURVEY CONTROL
 LX2541
 LX2541.No superseded survey control is available for this station.
 LX2541
 LX2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM368253(NAD 83)
 LX2541_MARKER: DB = BENCH MARK DISK
 LX2541_SETTING: 66 = SET IN ROCK OUTCROP
 LX2541_SP_SET: ROCK OUTCROP
 LX2541_STAMPING: W 80 1985
 LX2541_MARK LOGO: NGS   
 LX2541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2541+STABILITY: POSITION/ELEVATION WELL
 LX2541
 LX2541  HISTORY     - Date     Condition        Report By
 LX2541  HISTORY     - 1985     MONUMENTED       NGS
 LX2541
 LX2541                          STATION DESCRIPTION
 LX2541
 LX2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2541'2.7 KM (1.7 MI) NORTH FROM WARREN.
 LX2541'2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2541'WARREN TO THE MARK ON THE LEFT, AT THE JUNCTION OF BRICK SCHOOL ROAD,
 LX2541'12.3 METERS (40.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 22.4
 LX2541'METERS (73.5 FT) NORTH OF THE CENTER OF BRICK SCHOOL ROAD, 8.5 METERS
 LX2541'(28.0 FT) NORTHWEST OF POWER POLE 986,
 LX2541'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2434 ***********************************************************************
 LX2434  DESIGNATION -  W 81
 LX2434  PID         -  LX2434
 LX2434  STATE/COUNTY-  CT/NEW HAVEN
 LX2434  USGS QUAD   -  MERIDEN (1992)
 LX2434
 LX2434                         *CURRENT SURVEY CONTROL
 LX2434  ___________________________________________________________________
 LX2434* NAD 83(1986)-  41 32 57.     (N)    072 49 45.     (W)     SCALED    
 LX2434* NAVD 88     -       101.694  (meters)     333.64   (feet)  ADJUSTED  
 LX2434  ___________________________________________________________________
 LX2434  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX2434  DYNAMIC HT  -         101.661 (meters)     333.53  (feet)  COMP
 LX2434  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 LX2434
 LX2434  VERT ORDER  -  FIRST     CLASS II
 LX2434
 LX2434.The horizontal coordinates were scaled from a topographic map and have
 LX2434.an estimated accuracy of +/- 6 seconds.
 LX2434
 LX2434.The orthometric height was determined by differential leveling
 LX2434.and adjusted by the National Geodetic Survey in June 1991..
 LX2434
 LX2434.The geoid height was determined by GEOID03.
 LX2434
 LX2434.The dynamic height is computed by dividing the NAVD 88
 LX2434.geopotential number by the normal gravity value computed on the
 LX2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2434.degrees latitude (g = 980.6199 gals.).
 LX2434
 LX2434.The modeled gravity was interpolated from observed gravity values.
 LX2434
 LX2434;                    North         East    Units  Estimated Accuracy
 LX2434;SPC CT       -   231,900.      298,200.      MT  (+/- 180 meters Scaled)
 LX2434
 LX2434                          SUPERSEDED SURVEY CONTROL
 LX2434
 LX2434.No superseded survey control is available for this station.
 LX2434
 LX2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM810019(NAD 83)
 LX2434_MARKER: DB = BENCH MARK DISK
 LX2434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2434_SP_SET: BRIDGE GUARD RAIL
 LX2434_STAMPING: W 81 1985
 LX2434_MARK LOGO: NGS   
 LX2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2434
 LX2434  HISTORY     - Date     Condition        Report By
 LX2434  HISTORY     - 1985     MONUMENTED       NGS
 LX2434
 LX2434                          STATION DESCRIPTION
 LX2434
 LX2434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2434'IN MERIDEN.
 LX2434'IN MERIDEN, 1.7 KM (1.05 MI) SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE
 LX2434'OVERPASS ON WEST MAIN STREET TO THE MARK ON THE RIGHT, IN TOP OF THE
 LX2434'SOUTHEAST END OF THE OVERPASS GUARD RAIL OVER HUBBARD PARK DRIVE, 7.62
 LX2434'METERS (25.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 LX2434'BOUND LANES OF THE HIGHWAY.
 LX2434'THE MARK IS 0.97 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2748 ***********************************************************************
 LX2748  DESIGNATION -  W 83
 LX2748  PID         -  LX2748
 LX2748  STATE/COUNTY-  CT/HARTFORD
 LX2748  USGS QUAD   -  NEW BRITAIN (1992)
 LX2748
 LX2748                         *CURRENT SURVEY CONTROL
 LX2748  ___________________________________________________________________
 LX2748* NAD 83(1986)-  41 38 12.     (N)    072 52 25.     (W)     SCALED    
 LX2748* NAVD 88     -        52.972  (meters)     173.79   (feet)  ADJUSTED  
 LX2748  ___________________________________________________________________
 LX2748  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX2748  DYNAMIC HT  -          52.956 (meters)     173.74  (feet)  COMP
 LX2748  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 LX2748
 LX2748  VERT ORDER  -  FIRST     CLASS II
 LX2748
 LX2748.The horizontal coordinates were scaled from a topographic map and have
 LX2748.an estimated accuracy of +/- 6 seconds.
 LX2748
 LX2748.The orthometric height was determined by differential leveling
 LX2748.and adjusted by the National Geodetic Survey in June 1991..
 LX2748
 LX2748.The geoid height was determined by GEOID03.
 LX2748
 LX2748.The dynamic height is computed by dividing the NAVD 88
 LX2748.geopotential number by the normal gravity value computed on the
 LX2748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2748.degrees latitude (g = 980.6199 gals.).
 LX2748
 LX2748.The modeled gravity was interpolated from observed gravity values.
 LX2748
 LX2748;                    North         East    Units  Estimated Accuracy
 LX2748;SPC CT       -   241,630.      294,500.      MT  (+/- 180 meters Scaled)
 LX2748
 LX2748                          SUPERSEDED SURVEY CONTROL
 LX2748
 LX2748.No superseded survey control is available for this station.
 LX2748
 LX2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM771116(NAD 83)
 LX2748_MARKER: I = METAL ROD
 LX2748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2748_SP_SET: STAINLESS STEEL ROD
 LX2748_STAMPING: W 83 1985
 LX2748_MARK LOGO: NGS   
 LX2748_PROJECTION: FLUSH
 LX2748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2748+STABILITY: POSITION/ELEVATION WELL
 LX2748_ROD/PIPE-DEPTH: 33.8 meters
 LX2748
 LX2748  HISTORY     - Date     Condition        Report By
 LX2748  HISTORY     - 1985     MONUMENTED       NGS
 LX2748
 LX2748                          STATION DESCRIPTION
 LX2748
 LX2748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2748'1.0 KM (0.65 MI) NORTH FROM SOUTHINGTON.
 LX2748'1.0 KM (0.65 MI) NORTH ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF
 LX2748'LOPER STREET IN SOUTHINGTON TO THE MARK ON THE LEFT, OPPOSITE THE
 LX2748'JUNCTION OF CHAFFEE LANE, IN A GRASSY MEDIAN IN FRONT OF THE EDWARDS
 LX2748'SOUTHINGTON PLAZA, 9.42 METERS (30.9 FT) NORTHWEST OF THE CENTERLINE
 LX2748'OF THE HIGHWAY, 42.24 METERS (138.6 FT) NORTH-NORTHEAST OF A FIRE
 LX2748'HYDRANT, 3.02 METERS (9.9 FT) SOUTH-SOUTHWEST OF UTILITY POLE 96 WITH
 LX2748'STREET LAMP AND TWO GUY WIRES, 1.55 METERS (5.1 FT) SOUTHEAST OF A
 LX2748'PARKING LOT CURB.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LX2748'LOGO CAP.
 LX2748'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2903 ***********************************************************************
 LX2903  DESIGNATION -  W 85
 LX2903  PID         -  LX2903
 LX2903  STATE/COUNTY-  CT/TOLLAND
 LX2903  USGS QUAD   -  ROCKVILLE (1984)
 LX2903
 LX2903                         *CURRENT SURVEY CONTROL
 LX2903  ___________________________________________________________________
 LX2903* NAD 83(1986)-  41 52 00.     (N)    072 29 40.     (W)     SCALED    
 LX2903* NAVD 88     -        73.879  (meters)     242.38   (feet)  ADJUSTED  
 LX2903  ___________________________________________________________________
 LX2903  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX2903  DYNAMIC HT  -          73.856 (meters)     242.31  (feet)  COMP
 LX2903  MODELED GRAV-     980,306.8   (mgal)                       NAVD 88
 LX2903
 LX2903  VERT ORDER  -  FIRST     CLASS II
 LX2903
 LX2903.The horizontal coordinates were scaled from a topographic map and have
 LX2903.an estimated accuracy of +/- 6 seconds.
 LX2903
 LX2903.The orthometric height was determined by differential leveling
 LX2903.and adjusted by the National Geodetic Survey in June 1991..
 LX2903
 LX2903.The geoid height was determined by GEOID03.
 LX2903
 LX2903.The dynamic height is computed by dividing the NAVD 88
 LX2903.geopotential number by the normal gravity value computed on the
 LX2903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2903.degrees latitude (g = 980.6199 gals.).
 LX2903
 LX2903.The modeled gravity was interpolated from observed gravity values.
 LX2903
 LX2903;                    North         East    Units  Estimated Accuracy
 LX2903;SPC CT       -   267,200.      326,020.      MT  (+/- 180 meters Scaled)
 LX2903
 LX2903                          SUPERSEDED SURVEY CONTROL
 LX2903
 LX2903.No superseded survey control is available for this station.
 LX2903
 LX2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM079380(NAD 83)
 LX2903_MARKER: I = METAL ROD
 LX2903_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2903+WITH SETTING: INFORMATION.
 LX2903_SP_SET: STAINLESS STEEL ROD
 LX2903_STAMPING: W 85 1986
 LX2903_MARK LOGO: NGS   
 LX2903_PROJECTION: FLUSH
 LX2903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2903_ROD/PIPE-DEPTH: 1.77 meters
 LX2903
 LX2903  HISTORY     - Date     Condition        Report By
 LX2903  HISTORY     - 1986     MONUMENTED       NGS
 LX2903
 LX2903                          STATION DESCRIPTION
 LX2903
 LX2903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2903'7.2 KM (4.45 MI) NE FROM SOUTH WINDSOR.
 LX2903'0.24 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 194 FROM THE POST OFFICE
 LX2903'IN SOUTH WINDSOR, THENCE 6.92 KM (4.3 MI) NORTHEAST ALONG STATE
 LX2903'HIGHWAY 74 TO THE MARK ON THE LEFT.  IT IS 7.77 METERS (25.5 FT) NORTH
 LX2903'OF THE CENTERLINE OF THE HIGHWAY, 27.52 METERS (90.3 FT) WEST OF THE
 LX2903'CENTER OF WINDSORVILLE ROAD AND 1.74 METERS (5.7 FT) NORTH FROM
 LX2903'UTILITY POLE NO. 2155 WITH TWO GUY WIRES GOING TO ONE ANCHOR.
 LX2903'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2903'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3288 ***********************************************************************
 LX3288  DESIGNATION -  W 86
 LX3288  PID         -  LX3288
 LX3288  STATE/COUNTY-  CT/HARTFORD
 LX3288  USGS QUAD   -  GLASTONBURY (1992)
 LX3288
 LX3288                         *CURRENT SURVEY CONTROL
 LX3288  ___________________________________________________________________
 LX3288* NAD 83(1986)-  41 43 49.     (N)    072 37 12.     (W)     SCALED    
 LX3288* NAVD 88     -         7.841  (meters)      25.73   (feet)  ADJUSTED  
 LX3288  ___________________________________________________________________
 LX3288  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX3288  DYNAMIC HT  -           7.838 (meters)      25.72  (feet)  COMP
 LX3288  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 LX3288
 LX3288  VERT ORDER  -  FIRST     CLASS II
 LX3288
 LX3288.The horizontal coordinates were scaled from a topographic map and have
 LX3288.an estimated accuracy of +/- 6 seconds.
 LX3288
 LX3288.The orthometric height was determined by differential leveling
 LX3288.and adjusted by the National Geodetic Survey in June 1991..
 LX3288
 LX3288.The geoid height was determined by GEOID03.
 LX3288
 LX3288.The dynamic height is computed by dividing the NAVD 88
 LX3288.geopotential number by the normal gravity value computed on the
 LX3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3288.degrees latitude (g = 980.6199 gals.).
 LX3288
 LX3288.The modeled gravity was interpolated from observed gravity values.
 LX3288
 LX3288;                    North         East    Units  Estimated Accuracy
 LX3288;SPC CT       -   252,020.      315,620.      MT  (+/- 180 meters Scaled)
 LX3288
 LX3288                          SUPERSEDED SURVEY CONTROL
 LX3288
 LX3288.No superseded survey control is available for this station.
 LX3288
 LX3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM979225(NAD 83)
 LX3288_MARKER: DB = BENCH MARK DISK
 LX3288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX3288_SP_SET: HEADWALL
 LX3288_STAMPING: W 86 1986
 LX3288_MARK LOGO: NGS   
 LX3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3288+STABILITY: SURFACE MOTION
 LX3288
 LX3288  HISTORY     - Date     Condition        Report By
 LX3288  HISTORY     - 1986     MONUMENTED       NGS
 LX3288
 LX3288                          STATION DESCRIPTION
 LX3288
 LX3288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3288'5.3 KM (3.3 MI) SOUTH FROM EAST HARTFORD.
 LX3288'5.3 KM (3.3 MI) SOUTH ALONG MAIN STREET FROM THE POST OFFICE IN EAST
 LX3288'HARTFORD TO THE MARK ON THE RIGHT IN THE WEST HEADWALL OF A BOX
 LX3288'CULVERT.  IT IS 10.18 METERS (33.4 FT) WEST OF THE CENTERLINE OF THE
 LX3288'HIGHWAY, 14.14 METERS (46.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 LX3288'CATCH BASIN, 6.83 METERS (22.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 LX3288'OF A CATCH BASIN AND 0.30 METER (1.0 FT) SOUTH OF THE NORTH END OF THE
 LX3288'WEST HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1775 ***********************************************************************
 LW1775  DESIGNATION -  W 87
 LW1775  PID         -  LW1775
 LW1775  STATE/COUNTY-  CT/WINDHAM
 LW1775  USGS QUAD   -  PUTNAM (1970)
 LW1775
 LW1775                         *CURRENT SURVEY CONTROL
 LW1775  ___________________________________________________________________
 LW1775* NAD 83(1986)-  41 53 42.     (N)    071 59 16.     (W)     SCALED    
 LW1775* NAVD 88     -       192.626  (meters)     631.97   (feet)  ADJUSTED  
 LW1775  ___________________________________________________________________
 LW1775  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LW1775  DYNAMIC HT  -         192.561 (meters)     631.76  (feet)  COMP
 LW1775  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 LW1775
 LW1775  VERT ORDER  -  FIRST     CLASS II
 LW1775
 LW1775.The horizontal coordinates were scaled from a topographic map and have
 LW1775.an estimated accuracy of +/- 6 seconds.
 LW1775
 LW1775.The orthometric height was determined by differential leveling
 LW1775.and adjusted by the National Geodetic Survey in June 1991..
 LW1775
 LW1775.The geoid height was determined by GEOID03.
 LW1775
 LW1775.The dynamic height is computed by dividing the NAVD 88
 LW1775.geopotential number by the normal gravity value computed on the
 LW1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1775.degrees latitude (g = 980.6199 gals.).
 LW1775
 LW1775.The modeled gravity was interpolated from observed gravity values.
 LW1775
 LW1775;                    North         East    Units  Estimated Accuracy
 LW1775;SPC CT       -   270,590.      368,050.      MT  (+/- 180 meters Scaled)
 LW1775
 LW1775                          SUPERSEDED SURVEY CONTROL
 LW1775
 LW1775.No superseded survey control is available for this station.
 LW1775
 LW1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG521424(NAD 83)
 LW1775_MARKER: I = METAL ROD
 LW1775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LW1775+WITH SETTING: INFORMATION.
 LW1775_SP_SET: STAINLESS STEEL ROD
 LW1775_STAMPING: W 87 1986
 LW1775_MARK LOGO: NGS   
 LW1775_PROJECTION: FLUSH
 LW1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1775_ROD/PIPE-DEPTH: 2.2  meters
 LW1775
 LW1775  HISTORY     - Date     Condition        Report By
 LW1775  HISTORY     - 1986     MONUMENTED       NGS
 LW1775  HISTORY     - 19961020 GOOD             USPSQD
 LW1775
 LW1775                          STATION DESCRIPTION
 LW1775
 LW1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1775'2.3 KM (1.4 MI) WEST FROM POMFRET.
 LW1775'2.3 KM (1.4 MI) WEST ALONG BRAYMAN HOLLOW ROAD FROM THE JUNCTION OF
 LW1775'U.S. HIGHWAY 44 IN POMFRET TO THE MARK ON THE RIGHT.  IT IS 4.42
 LW1775'METERS (14.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 39.17 METERS
 LW1775'(128.5 FT) EAST OF THE JUNCTION OF JACKSON ROAD AND 0.91 METERS (3.0
 LW1775'FT) EAST OF UTILITY POLE NO. 2562.
 LW1775'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1775'THE MARK IS 0.92 METERS  E FROM  A WITNESS POST
 LW1775'THE MARK IS ABOVE LEVEL WITH ROAD.
 LW1775
 LW1775                          STATION RECOVERY (1996)
 LW1775
 LW1775'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3027 ***********************************************************************
 LX3027  DESIGNATION -  W 88
 LX3027  PID         -  LX3027
 LX3027  STATE/COUNTY-  CT/TOLLAND
 LX3027  USGS QUAD   -  COVENTRY (1983)
 LX3027
 LX3027                         *CURRENT SURVEY CONTROL
 LX3027  ___________________________________________________________________
 LX3027* NAD 83(1986)-  41 51 01.     (N)    072 16 23.     (W)     SCALED    
 LX3027* NAVD 88     -       182.290  (meters)     598.06   (feet)  ADJUSTED  
 LX3027  ___________________________________________________________________
 LX3027  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX3027  DYNAMIC HT  -         182.229 (meters)     597.86  (feet)  COMP
 LX3027  MODELED GRAV-     980,286.3   (mgal)                       NAVD 88
 LX3027
 LX3027  VERT ORDER  -  FIRST     CLASS II
 LX3027
 LX3027.The horizontal coordinates were scaled from a topographic map and have
 LX3027.an estimated accuracy of +/- 6 seconds.
 LX3027
 LX3027.The orthometric height was determined by differential leveling
 LX3027.and adjusted by the National Geodetic Survey in June 1991..
 LX3027
 LX3027.The geoid height was determined by GEOID03.
 LX3027
 LX3027.The dynamic height is computed by dividing the NAVD 88
 LX3027.geopotential number by the normal gravity value computed on the
 LX3027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3027.degrees latitude (g = 980.6199 gals.).
 LX3027
 LX3027.The modeled gravity was interpolated from observed gravity values.
 LX3027
 LX3027;                    North         East    Units  Estimated Accuracy
 LX3027;SPC CT       -   265,450.      344,410.      MT  (+/- 180 meters Scaled)
 LX3027
 LX3027                          SUPERSEDED SURVEY CONTROL
 LX3027
 LX3027.No superseded survey control is available for this station.
 LX3027
 LX3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM263367(NAD 83)
 LX3027_MARKER: DB = BENCH MARK DISK
 LX3027_SETTING: 66 = SET IN ROCK OUTCROP
 LX3027_SP_SET: ROCK OUTCROP
 LX3027_STAMPING: W 88 1986
 LX3027_MARK LOGO: NGS   
 LX3027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3027+STABILITY: POSITION/ELEVATION WELL
 LX3027
 LX3027  HISTORY     - Date     Condition        Report By
 LX3027  HISTORY     - 1986     MONUMENTED       NGS
 LX3027  HISTORY     - 20031007 GOOD             INDIV
 LX3027
 LX3027                          STATION DESCRIPTION
 LX3027
 LX3027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3027'3.1 KM (1.9 MI) SOUTH FROM WILLINGTON HILL.
 LX3027'3.1 KM (1.9 MI) SOUTH ALONG STATE HIGHWAY 320 FROM THE JUNCTION OF
 LX3027'STATE HIGHWAY 74 IN WILLINGTON HILL TO THE MARK ON THE LEFT IN TOP OF
 LX3027'A LARGE ROCK OUTCROP, ALSO 2.5 KM (1.55 MI) NORTH ALONG STATE HIGHWAY
 LX3027'320 FROM THE JUNCTION OF STATE HIGHWAY 195 IN MANSFIELD, 4.57 METERS
 LX3027'(15.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 8.75 METERS (28.7 FT)
 LX3027'NORTH OF UTILITY POLE NO. 87 1/2.
 LX3027'THE MARK IS 0.6 M ABOVE HIGHWAY.
 LX3027
 LX3027                          STATION RECOVERY (2003)
 LX3027
 LX3027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX3027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3309 ***********************************************************************
 LX3309  DESIGNATION -  W 89
 LX3309  PID         -  LX3309
 LX3309  STATE/COUNTY-  CT/NEW LONDON
 LX3309  USGS QUAD   -  COLCHESTER (1984)
 LX3309
 LX3309                         *CURRENT SURVEY CONTROL
 LX3309  ___________________________________________________________________
 LX3309* NAD 83(1986)-  41 34 52.     (N)    072 18 51.     (W)     SCALED    
 LX3309* NAVD 88     -       149.797  (meters)     491.46   (feet)  ADJUSTED  
 LX3309  ___________________________________________________________________
 LX3309  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX3309  DYNAMIC HT  -         149.744 (meters)     491.29  (feet)  COMP
 LX3309  MODELED GRAV-     980,269.2   (mgal)                       NAVD 88
 LX3309
 LX3309  VERT ORDER  -  FIRST     CLASS II
 LX3309
 LX3309.The horizontal coordinates were scaled from a topographic map and have
 LX3309.an estimated accuracy of +/- 6 seconds.
 LX3309
 LX3309.The orthometric height was determined by differential leveling
 LX3309.and adjusted by the National Geodetic Survey in June 1991..
 LX3309
 LX3309.The geoid height was determined by GEOID03.
 LX3309
 LX3309.The dynamic height is computed by dividing the NAVD 88
 LX3309.geopotential number by the normal gravity value computed on the
 LX3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3309.degrees latitude (g = 980.6199 gals.).
 LX3309
 LX3309.The modeled gravity was interpolated from observed gravity values.
 LX3309
 LX3309;                    North         East    Units  Estimated Accuracy
 LX3309;SPC CT       -   235,540.      341,150.      MT  (+/- 180 meters Scaled)
 LX3309
 LX3309                          SUPERSEDED SURVEY CONTROL
 LX3309
 LX3309.No superseded survey control is available for this station.
 LX3309
 LX3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM238067(NAD 83)
 LX3309_MARKER: DB = BENCH MARK DISK
 LX3309_SETTING: 66 = SET IN ROCK OUTCROP
 LX3309_SP_SET: ROCK OUTCROP
 LX3309_STAMPING: W 89 1986
 LX3309_MARK LOGO: NGS   
 LX3309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3309+STABILITY: POSITION/ELEVATION WELL
 LX3309
 LX3309  HISTORY     - Date     Condition        Report By
 LX3309  HISTORY     - 1986     MONUMENTED       NGS
 LX3309  HISTORY     - 19901020 GOOD             USPSQD
 LX3309
 LX3309                          STATION DESCRIPTION
 LX3309
 LX3309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3309'1.9 KM (1.15 MI) NE FROM COLCHESTER.
 LX3309'1.9 KM (1.15 MI) NORTHEAST ALONG STATE HIGHWAYS 16 AND 85 FROM THE
 LX3309'JUNCTION OF STATE HIGHWAY 16 LEADING SOUTHWEST IN COLCHESTER TO THE
 LX3309'MARK ON THE LEFT IN EXPOSED ROCK OUTCROP AND IN FRONT OF AN ABANDONED
 LX3309'TWO STORY CHICKEN BARN AND ACROSS HIGHWAY FROM UTILITY POLE NO. 23 1/2
 LX3309'WITH TWO GUY WIRES.  IT IS 10.33 METERS (33.9 FT) NORTHEAST OF THE
 LX3309'CENTERLINE OF THE HIGHWAY AND 22.55 METERS (74.0 FT) SOUTHEAST OF THE
 LX3309'CENTER OF ENTRANCE DRIVE TO BARN.
 LX3309'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX3309
 LX3309                          STATION RECOVERY (1990)
 LX3309
 LX3309'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0020 ***********************************************************************
 LX0020  DESIGNATION -  W 9
 LX0020  PID         -  LX0020
 LX0020  STATE/COUNTY-  CT/NEW LONDON
 LX0020  USGS QUAD   -  NORWICH (1983)
 LX0020
 LX0020                         *CURRENT SURVEY CONTROL
 LX0020  ___________________________________________________________________
 LX0020* NAD 83(1986)-  41 37 10.     (N)    072 05 04.     (W)     SCALED    
 LX0020* NAVD 88     -        32.786  (meters)     107.57   (feet)  ADJUSTED  
 LX0020  ___________________________________________________________________
 LX0020  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX0020  DYNAMIC HT  -          32.775 (meters)     107.53  (feet)  COMP
 LX0020  MODELED GRAV-     980,281.8   (mgal)                       NAVD 88
 LX0020
 LX0020  VERT ORDER  -  FIRST     CLASS II
 LX0020
 LX0020.The horizontal coordinates were scaled from a topographic map and have
 LX0020.an estimated accuracy of +/- 6 seconds.
 LX0020
 LX0020.The orthometric height was determined by differential leveling
 LX0020.and adjusted by the National Geodetic Survey in June 1991..
 LX0020
 LX0020.The geoid height was determined by GEOID03.
 LX0020
 LX0020.The dynamic height is computed by dividing the NAVD 88
 LX0020.geopotential number by the normal gravity value computed on the
 LX0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0020.degrees latitude (g = 980.6199 gals.).
 LX0020
 LX0020.The modeled gravity was interpolated from observed gravity values.
 LX0020
 LX0020;                    North         East    Units  Estimated Accuracy
 LX0020;SPC CT       -   239,920.      360,270.      MT  (+/- 180 meters Scaled)
 LX0020
 LX0020                          SUPERSEDED SURVEY CONTROL
 LX0020
 LX0020  NGVD 29 (??/??/92)   33.062  (m)          108.47   (f) ADJ UNCH    1 2
 LX0020
 LX0020.Superseded values are not recommended for survey control.
 LX0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0020.See file dsdata.txt to determine how the superseded data were derived.
 LX0020
 LX0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM429116(NAD 83)
 LX0020_MARKER: DB = BENCH MARK DISK
 LX0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0020_SP_SET: COPING
 LX0020_STAMPING: 108.471 FT W 9 1923
 LX0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0020+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LX0020
 LX0020  HISTORY     - Date     Condition        Report By
 LX0020  HISTORY     - 1923     MONUMENTED       CGS
 LX0020  HISTORY     - 1951     GOOD             NGS
 LX0020  HISTORY     - 1984     GOOD             USPSQD
 LX0020  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0020  HISTORY     - 1988     GOOD             USPSQD
 LX0020  HISTORY     - 20031113 GOOD             NGS
 LX0020  HISTORY     - 20060523 GOOD             USPSQD
 LX0020
 LX0020                          STATION DESCRIPTION
 LX0020
 LX0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0020'AT BALTIC.
 LX0020'AT BALTIC, NEW LONDON COUNTY, ABOUT 300 YARDS SOUTHWEST OF THE
 LX0020'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, AT THE HEADGATES TO
 LX0020'THE MILL FLUME CONTROLLING THE BALTIC MILLS WATER SUPPLY, AT
 LX0020'THE NORTHEAST END OF THE GRANITE COPING, AND IN THE TOP OF THE
 LX0020'COPING.  A STANDARD DISK, STAMPED 108.471 FT W 9 1923.
 LX0020
 LX0020                          STATION RECOVERY (1984)
 LX0020
 LX0020'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0020'RECOVERED IN GOOD CONDITION.
 LX0020
 LX0020                          STATION RECOVERY (1984)
 LX0020
 LX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0020'NOT RECOVERED, CONSIDER DESTROYED AS THE FLOOD OF 1956 DESTROYED THE
 LX0020'DAM AND FLOOD GATES.
 LX0020
 LX0020                          STATION RECOVERY (1988)
 LX0020
 LX0020'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0020'RECOVERED IN GOOD CONDITION.
 LX0020
 LX0020                          STATION RECOVERY (2003)
 LX0020
 LX0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 LX0020'RECOVERED IN GOOD CONDITION.
 LX0020
 LX0020                          STATION RECOVERY (2006)
 LX0020
 LX0020'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX0020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3226 ***********************************************************************
 LX3226  CBN         -  This is a Cooperative Base Network Control Station.
 LX3226  TIDAL BM    -  This is a Tidal Bench Mark.
 LX3226  DESIGNATION -  W 90
 LX3226  PID         -  LX3226
 LX3226  STATE/COUNTY-  CT/NEW LONDON
 LX3226  USGS QUAD   -  NORWICH (1983)
 LX3226
 LX3226                         *CURRENT SURVEY CONTROL
 LX3226  ___________________________________________________________________
 LX3226* NAD 83(1996)-  41 31 26.35004(N)    072 04 46.02340(W)     ADJUSTED  
 LX3226* NAVD 88     -         4.679  (meters)      15.35   (feet)  ADJUSTED  
 LX3226  ___________________________________________________________________
 LX3226  X           -   1,471,470.749 (meters)                     COMP
 LX3226  Y           -  -4,550,180.873 (meters)                     COMP
 LX3226  Z           -   4,206,150.095 (meters)                     COMP
 LX3226  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 LX3226  ELLIP HEIGHT-         -25.65  (meters)          (06/22/01) GPS OBS
 LX3226  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX3226  DYNAMIC HT  -           4.677 (meters)      15.34  (feet)  COMP
 LX3226  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX3226
 LX3226  HORZ ORDER  -  A
 LX3226  VERT ORDER  -  FIRST     CLASS II
 LX3226  ELLP ORDER  -  FOURTH    CLASS I
 LX3226
 LX3226.The horizontal coordinates were established by GPS observations
 LX3226.and adjusted by the National Geodetic Survey in June 2001..
 LX3226
 LX3226.The orthometric height was determined by differential leveling
 LX3226.and adjusted by the National Geodetic Survey in June 1991..
 LX3226
 LX3226.This Tidal Bench Mark is designated as VM 2227
 LX3226.by the Center for Operational Oceanographic Products and Services.
 LX3226
 LX3226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3226
 LX3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3226
 LX3226.The ellipsoidal height was determined by GPS observations
 LX3226.and is referenced to NAD 83.
 LX3226
 LX3226.The geoid height was determined by GEOID03.
 LX3226
 LX3226.The dynamic height is computed by dividing the NAVD 88
 LX3226.geopotential number by the normal gravity value computed on the
 LX3226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3226.degrees latitude (g = 980.6199 gals.).
 LX3226
 LX3226.The modeled gravity was interpolated from observed gravity values.
 LX3226
 LX3226;                    North         East     Units Scale Factor Converg.
 LX3226;SPC CT       -   229,320.163   360,766.718   MT  0.99998315   +0 26 40.6
 LX3226;SPC CT       -   752,361.23  1,183,615.47   sFT  0.99998315   +0 26 40.6
 LX3226;UTM  18      - 4,601,046.252   743,680.109   MT  1.00033081   +1 56 13.5
 LX3226;UTM  19      - 4,601,506.936   243,060.167   MT  1.00041252   -2 02 33.3
 LX3226
 LX3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3226!SPC CT       -   1.00000402  x   0.99998315  =   0.99998717
 LX3226!UTM  18      -   1.00000402  x   1.00033081  =   1.00033483
 LX3226!UTM  19      -   1.00000402  x   1.00041252  =   1.00041654
 LX3226
 LX3226                          SUPERSEDED SURVEY CONTROL
 LX3226
 LX3226  NAVD 88 (06/22/01)    4.68   (m)           15.4    (f) LEVELING    3  
 LX3226
 LX3226.Superseded values are not recommended for survey control.
 LX3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3226.See file dsdata.txt to determine how the superseded data were derived.
 LX3226
 LX3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4368001046(NAD 83)
 LX3226_MARKER: F = FLANGE-ENCASED ROD
 LX3226_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3226+WITH SETTING: INFORMATION.
 LX3226_SP_SET: STAINLESS STEEL ROD
 LX3226_STAMPING: W 90 1986
 LX3226_MARK LOGO: NGS   
 LX3226_PROJECTION: FLUSH
 LX3226_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3226+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 LX3226_ROD/PIPE-DEPTH: 2.23 meters
 LX3226
 LX3226  HISTORY     - Date     Condition        Report By
 LX3226  HISTORY     - 1986     MONUMENTED       NGS
 LX3226  HISTORY     - 19910103 GOOD             USPSQD
 LX3226  HISTORY     - 20001121 GOOD             CTGS
 LX3226  HISTORY     - 20060504 MARK NOT FOUND   USPSQD
 LX3226
 LX3226                          STATION DESCRIPTION
 LX3226
 LX3226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3226'IN NORWICH.
 LX3226'IN NORWICH, AT THE NORTH END OF THE MUNICIPAL PARKING LOT BETWEEN
 LX3226'SHETUCKET AND WATER STREET IN A AREA WHICH IS PLANTED WITH FLOWERS AND
 LX3226'SMALL TREES, 13.14 METERS (43.1 FT) NORTHEAST OF THE EAST CURB OF
 LX3226'SHETUCKET STREET, 8.23 METERS (27.0 FT) SOUTHEAST OF A SIGN FOR SLATER
 LX3226'MEMORIAL MUSEUM, 8.11 METERS (26.6 FT) SOUTHEAST OF SIGN (DO NOT
 LX3226'ENTER), 6.61 METERS (21.7 FT) SOUTHWEST OF UTILITY POLE NO. W 222,
 LX3226'6.13 METERS (20.1 FT) SOUTHWEST OF THE WEST CURB OF WATER STREET, 0.46
 LX3226'METER (1.5 FT) NORTHEAST OF A CURCULAR PARKING CURB AT THE NORTH END
 LX3226'OF THE LOT.
 LX3226'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3226'THE MARK IS 0.18 M ABOVE WATER STREET.
 LX3226
 LX3226                          STATION RECOVERY (1991)
 LX3226
 LX3226'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3226'RECOVERED IN GOOD CONDITION.
 LX3226
 LX3226                          STATION RECOVERY (2000)
 LX3226
 LX3226'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX3226'THE STATION MARK IS A NATIONAL GEODETIC SURVEY FLANGE ENCASED
 LX3226'STAINLESS STEEL ROD, STAMPED W 90 1986. THE ENCASED ROD WAS SET
 LX3226'TO A DEPTH OF 7 FT. WITH THE TOP FLUSH WITH THE SURFACE OF THE
 LX3226'GROUND.
 LX3226'TO REACH THE STATION PROCEED TO THE INTERSECTION OF CT
 LX3226'ROUTE 2 AND 32 AND CT ROUTE 82 AND 32 (EASTBOUND).
 LX3226'THE STATION IS LOCATED AT THE NORTH END OF THE MUNICIPAL
 LX3226'PARKING LOT BETWEEN SHETUCKET AND WATER STREETS, 43.1 FT.
 LX3226'NORTHEAST OF THE EAST CURB OF SHETUCKET STREET, 27.0 FT.
 LX3226'SOUTHEAST OF A SIGN FOR SLATER MEMORIAL MUSEUM, 26.6 FT.
 LX3226'SOUTHEAST OF A SIGN --DO NOT ENTER--, 21.7 FT. SOUTHWEST OF
 LX3226'UTILITY POLE NUMBER W222, 20.1 FT. SOUTHWEST OF THE WEST CURB OF
 LX3226'WATER STREET, AND 3.0 FT. NORTHEAST OF A CIRCULAR PARKING CURB AT
 LX3226'THE NORTH END OF THE LOT.
 LX3226' 
 LX3226'
 LX3226
 LX3226                          STATION RECOVERY (2006)
 LX3226
 LX3226'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3226'PARKING LOT AND UTILITY POLE ALSO NF.  A PARKING GARAGE IS CURRENTLY
 LX3226'ON THE LOCATION.  GARAGE WAS BUILT IN 2003 PER KATHY WATERMAN,
 LX3226'PROPERTY MANAGER FOR KONOVER REALTY (860-282-0252)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3162 ***********************************************************************
 LX3162  CBN         -  This is a Cooperative Base Network Control Station.
 LX3162  DESIGNATION -  W 91
 LX3162  PID         -  LX3162
 LX3162  STATE/COUNTY-  CT/HARTFORD
 LX3162  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3162
 LX3162                         *CURRENT SURVEY CONTROL
 LX3162  ___________________________________________________________________
 LX3162* NAD 83(1996)-  41 40 34.60400(N)    072 42 49.72687(W)     ADJUSTED  
 LX3162* NAVD 88     -        37.844  (meters)     124.16   (feet)  ADJUSTED  
 LX3162  ___________________________________________________________________
 LX3162  X           -   1,417,673.979 (meters)                     COMP
 LX3162  Y           -  -4,555,494.974 (meters)                     COMP
 LX3162  Z           -   4,218,821.321 (meters)                     COMP
 LX3162  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LX3162  ELLIP HEIGHT-           8.48  (meters)          (06/22/01) GPS OBS
 LX3162  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3162  DYNAMIC HT  -          37.832 (meters)     124.12  (feet)  COMP
 LX3162  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 LX3162
 LX3162  HORZ ORDER  -  A
 LX3162  VERT ORDER  -  FIRST     CLASS II
 LX3162  ELLP ORDER  -  FOURTH    CLASS I
 LX3162
 LX3162.The horizontal coordinates were established by GPS observations
 LX3162.and adjusted by the National Geodetic Survey in June 2001..
 LX3162
 LX3162.The orthometric height was determined by differential leveling
 LX3162.and adjusted by the National Geodetic Survey in June 1991..
 LX3162
 LX3162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3162
 LX3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3162
 LX3162.The ellipsoidal height was determined by GPS observations
 LX3162.and is referenced to NAD 83.
 LX3162
 LX3162.The geoid height was determined by GEOID03.
 LX3162
 LX3162.The dynamic height is computed by dividing the NAVD 88
 LX3162.geopotential number by the normal gravity value computed on the
 LX3162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3162.degrees latitude (g = 980.6199 gals.).
 LX3162
 LX3162.The modeled gravity was interpolated from observed gravity values.
 LX3162
 LX3162;                    North         East     Units Scale Factor Converg.
 LX3162;SPC CT       -   246,017.852   307,813.834   MT  0.99998623   +0 01 26.4
 LX3162;SPC CT       -   807,143.57  1,009,885.89   sFT  0.99998623   +0 01 26.4
 LX3162;UTM  18      - 4,616,360.017   690,299.102   MT  1.00004566   +1 31 14.1
 LX3162
 LX3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3162!SPC CT       -   0.99999867  x   0.99998623  =   0.99998490
 LX3162!UTM  18      -   0.99999867  x   1.00004566  =   1.00004433
 LX3162
 LX3162|---------------------------------------------------------------------|
 LX3162| PID    Reference Object                     Distance      Geod. Az  |
 LX3162|                                                           dddmmss.s |
 LX3162| AD9919 PAQUETTE                            310.546 METERS 19051     |
 LX3162|---------------------------------------------------------------------|
 LX3162
 LX3162                          SUPERSEDED SURVEY CONTROL
 LX3162
 LX3162  NAVD 88 (06/22/01)   37.84   (m)          124.1    (f) LEVELING    3  
 LX3162
 LX3162.Superseded values are not recommended for survey control.
 LX3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3162.See file dsdata.txt to determine how the superseded data were derived.
 LX3162
 LX3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9029916360(NAD 83)
 LX3162_MARKER: F = FLANGE-ENCASED ROD
 LX3162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3162_SP_SET: STAINLESS STEEL ROD
 LX3162_STAMPING: W 91 1986
 LX3162_MARK LOGO: NGS   
 LX3162_PROJECTION: FLUSH
 LX3162_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3162+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX3162_ROD/PIPE-DEPTH: 9.0  meters
 LX3162
 LX3162  HISTORY     - Date     Condition        Report By
 LX3162  HISTORY     - 1986     MONUMENTED       NGS
 LX3162  HISTORY     - 19940821 GOOD             USPSQD
 LX3162  HISTORY     - 20001121 GOOD             CTGS
 LX3162  HISTORY     - 20050410 GOOD             CTGS
 LX3162
 LX3162                          STATION DESCRIPTION
 LX3162
 LX3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3162'6.1 KM (3.8 MI) NORTH FROM BERLIN.
 LX3162'6.1 KM (3.8 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3162'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE RIGHT AT
 LX3162'THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION TRAINING CENTER.
 LX3162'IT IS 21.4 METERS (70.5 FT) NORTHEAST OF THE NORTH BOUND LANE OF
 LX3162'U.S. HIGHWAY 5 AND STATE HIGHWAY 15, 5.1 METERS (17.0 FT) NORTHWEST OF
 LX3162'THE CENTER OF A DRIVEWAY LEADING BETWEEN BUILDINGS NO. 2710 AND 2760
 LX3162'AND 4.2 METERS (14.0 FT) EAST OF THE CENTER OF A DRIVE LEADING TO
 LX3162'BUILDING NO. 2710.
 LX3162'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3162'THE MARK IS 0.18 M ABOVE DRIVEWAY.
 LX3162
 LX3162                          STATION RECOVERY (1994)
 LX3162
 LX3162'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3162'RECOVERED IN GOOD CONDITION.
 LX3162
 LX3162                          STATION RECOVERY (2000)
 LX3162
 LX3162'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX3162'THE STATION MARK IS A NATIONAL GEODETIC SURVEY FLANGE ENCASED
 LX3162'STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 29.5 FEET. ACCESS TO THE
 LX3162'DATUM POINT IS HAD THROUGH A 5 INCH LOGO CAP STAMPED W 91 1986
 LX3162'THAT IS FLUSH WITH THE GROUND.
 LX3162'TO REACH THE STATION FROM BERLIN AT THE INTERSECTION OF
 LX3162'U.S. ROUTE 5 AND 15 (WILBUR CROSS HIGHWAY) AND CONNECTICUT ROUTE
 LX3162'72 (MILL STREET), PROCEED NORTHERLY ALONG U.S. ROUTE 5 AND 15 FOR
 LX3162'3.8 MILES TO THE STATION ON THE RIGHT, AT THE DEPARTMENT OF
 LX3162'TRANSPORTATION TRAINING CENTER.
 LX3162'THE STATION IS LOCATED 70.5 NORTHEAST OF THE CENTER LINE OF
 LX3162'U.S. ROUTE 5 AND 15 NORTHBOUND, 17.0 FEET NORTHWEST OF THE CENTER
 LX3162'LINE OF A DRIVE LEADING BETWEEN BUILDINGS NUMBER 2710 AND 2780,
 LX3162'14.0 FOOT EAST OF THE CENTER LINE OF A DRIVE LEADING TO BUILDING
 LX3162'NUMBER 2710, 94.5 FT. SOUTHEAST OF CLP NUMBER 6307 AND 51.3 FT. WEST
 LX3162'OF AN 18 IN. TREE.
 LX3162' 
 LX3162' 
 LX3162'
 LX3162
 LX3162                          STATION RECOVERY (2005)
 LX3162
 LX3162'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX3162'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3464 ***********************************************************************
 LX3464  DESIGNATION -  W 92
 LX3464  PID         -  LX3464
 LX3464  STATE/COUNTY-  CT/NEW LONDON
 LX3464  USGS QUAD   -  NIANTIC (1983)
 LX3464
 LX3464                         *CURRENT SURVEY CONTROL
 LX3464  ___________________________________________________________________
 LX3464* NAD 83(1986)-  41 21 09.     (N)    072 09 45.     (W)     SCALED    
 LX3464* NAVD 88     -        34.831  (meters)     114.27   (feet)  ADJUSTED  
 LX3464  ___________________________________________________________________
 LX3464  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 LX3464  DYNAMIC HT  -          34.819 (meters)     114.24  (feet)  COMP
 LX3464  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 LX3464
 LX3464  VERT ORDER  -  FIRST     CLASS II
 LX3464
 LX3464.The horizontal coordinates were scaled from a topographic map and have
 LX3464.an estimated accuracy of +/- 6 seconds.
 LX3464
 LX3464.The orthometric height was determined by differential leveling
 LX3464.and adjusted by the National Geodetic Survey in June 1991..
 LX3464
 LX3464.The geoid height was determined by GEOID03.
 LX3464
 LX3464.The dynamic height is computed by dividing the NAVD 88
 LX3464.geopotential number by the normal gravity value computed on the
 LX3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3464.degrees latitude (g = 980.6199 gals.).
 LX3464
 LX3464.The modeled gravity was interpolated from observed gravity values.
 LX3464
 LX3464;                    North         East    Units  Estimated Accuracy
 LX3464;SPC CT       -   210,230.      353,970.      MT  (+/- 180 meters Scaled)
 LX3464
 LX3464                          SUPERSEDED SURVEY CONTROL
 LX3464
 LX3464.No superseded survey control is available for this station.
 LX3464
 LX3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL373817(NAD 83)
 LX3464_MARKER: DB = BENCH MARK DISK
 LX3464_SETTING: 66 = SET IN ROCK OUTCROP
 LX3464_SP_SET: ROCK OUTCROP
 LX3464_STAMPING: W 92 1986
 LX3464_MARK LOGO: NGS   
 LX3464_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3464+STABILITY: POSITION/ELEVATION WELL
 LX3464
 LX3464  HISTORY     - Date     Condition        Report By
 LX3464  HISTORY     - 1986     MONUMENTED       NGS
 LX3464  HISTORY     - 1989     GOOD             USPSQD
 LX3464  HISTORY     - 19900310 GOOD             USPSQD
 LX3464
 LX3464                          STATION DESCRIPTION
 LX3464
 LX3464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3464'4.8 KM (3.0 MI) EAST FROM FLANDERS.
 LX3464'4.8 KM (3.0 MI) EAST ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF STATE
 LX3464'HIGHWAY 161 IN FLANDERS TO THE MARK ON THE LEFT ACROSS HIGHWAY FROM
 LX3464'POWER POLE NO. 2746.  ALSO 3.0 KM (1.9 MI) WEST ALONG U.S. HIGHWAY 1
 LX3464'FROM THE JUNCTION OF STATE HIGHWAY 156 IN WATERFORD TO THE MARK ON THE
 LX3464'RIGHT.  IT IS 8.0 METERS (26.5 FT) NORTHEAST OF THE CENTERLINE OF U.S.
 LX3464'HIGHWAY 1, 8.5 METERS (28.2 FT) NORTH OF THE CENTER OF A MANHOLE
 LX3464'COVER, 1.6 METERS (5.3 FT) WEST OF A 8-INCH OAK TREE AND 1.0 METER
 LX3464'(3.6 FT) EAST OF A 6-INCH OAK TREE.
 LX3464'THE MARK IS 0.70 METERS  E FROM  A WITNESS POST
 LX3464'THE MARK IS 1.5 M ABOVE U.S. HIGHWAY 1.
 LX3464
 LX3464                          STATION RECOVERY (1989)
 LX3464
 LX3464'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3464'RECOVERED IN GOOD CONDITION.
 LX3464
 LX3464                          STATION RECOVERY (1990)
 LX3464
 LX3464'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3206 ***********************************************************************
 LX3206  DESIGNATION -  W 93
 LX3206  PID         -  LX3206
 LX3206  STATE/COUNTY-  CT/WINDHAM
 LX3206  USGS QUAD   -  HAMPTON (1984)
 LX3206
 LX3206                         *CURRENT SURVEY CONTROL
 LX3206  ___________________________________________________________________
 LX3206* NAD 83(1986)-  41 47 43.     (N)    072 03 43.     (W)     SCALED    
 LX3206* NAVD 88     -       165.737  (meters)     543.76   (feet)  ADJUSTED  
 LX3206  ___________________________________________________________________
 LX3206  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3206  DYNAMIC HT  -         165.678 (meters)     543.56  (feet)  COMP
 LX3206  MODELED GRAV-     980,265.9   (mgal)                       NAVD 88
 LX3206
 LX3206  VERT ORDER  -  FIRST     CLASS II
 LX3206
 LX3206.The horizontal coordinates were scaled from a topographic map and have
 LX3206.an estimated accuracy of +/- 6 seconds.
 LX3206
 LX3206.The orthometric height was determined by differential leveling
 LX3206.and adjusted by the National Geodetic Survey in June 1991..
 LX3206
 LX3206.The geoid height was determined by GEOID03.
 LX3206
 LX3206.The dynamic height is computed by dividing the NAVD 88
 LX3206.geopotential number by the normal gravity value computed on the
 LX3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3206.degrees latitude (g = 980.6199 gals.).
 LX3206
 LX3206.The modeled gravity was interpolated from observed gravity values.
 LX3206
 LX3206;                    North         East    Units  Estimated Accuracy
 LX3206;SPC CT       -   259,460.      361,990.      MT  (+/- 180 meters Scaled)
 LX3206
 LX3206                          SUPERSEDED SURVEY CONTROL
 LX3206
 LX3206.No superseded survey control is available for this station.
 LX3206
 LX3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM441312(NAD 83)
 LX3206_MARKER: DB = BENCH MARK DISK
 LX3206_SETTING: 66 = SET IN ROCK OUTCROP
 LX3206_SP_SET: ROCK OUTCROP
 LX3206_STAMPING: W 93 1986
 LX3206_MARK LOGO: NGS   
 LX3206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3206+STABILITY: POSITION/ELEVATION WELL
 LX3206
 LX3206  HISTORY     - Date     Condition        Report By
 LX3206  HISTORY     - 1986     MONUMENTED       NGS
 LX3206
 LX3206                          STATION DESCRIPTION
 LX3206
 LX3206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3206'1.8 KM (1.1 MI) NORTH FROM HAMPTON.
 LX3206'1.8 KM (1.1 MI) NORTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3206'HAMPTON TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF A 1 1/2-STORY
 LX3206'FRAME HOUSE IN TOP OF A ROCK OUTCROP, 9.45 METERS (31.0 FT) WEST OF
 LX3206'THE CENTERLINE OF THE HIGHWAY, 19.81 METERS (65.0 FT) NORTH OF THE
 LX3206'CENTER OF THE SOUTH DRIVEWAY TO THE HOUSE.
 LX3206'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6632 ***********************************************************************
 LX6632  DESIGNATION -  W HARTFORD STONE SPIRE
 LX6632  PID         -  LX6632
 LX6632  STATE/COUNTY-  CT/HARTFORD
 LX6632  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6632
 LX6632                         *CURRENT SURVEY CONTROL
 LX6632  ___________________________________________________________________
 LX6632* NAD 83(1996)-  41 45 42.66184(N)    072 44 29.80875(W)     ADJUSTED  
 LX6632* NAVD 88     -                                                        
 LX6632  ___________________________________________________________________
 LX6632  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 LX6632  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX6632
 LX6632  HORZ ORDER  -  THIRD
 LX6632
 LX6632.The horizontal coordinates were established by classical geodetic methods
 LX6632.and adjusted by the National Geodetic Survey in August 1998..
 LX6632
 LX6632
 LX6632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6632
 LX6632.The geoid height was determined by GEOID03.
 LX6632
 LX6632;                    North         East     Units Scale Factor Converg.
 LX6632;SPC CT       -   255,521.400   305,498.013   MT  0.99999105   +0 00 20.0
 LX6632;SPC CT       -   838,323.13  1,002,288.06   sFT  0.99999105   +0 00 20.0
 LX6632;UTM  18      - 4,625,800.267   687,735.526   MT  1.00003372   +1 30 16.6
 LX6632
 LX6632                          SUPERSEDED SURVEY CONTROL
 LX6632
 LX6632  NAD 83(1996)-  41 45 42.66141(N)    072 44 29.80909(W) AD(       ) 4
 LX6632  NAD 83(1992)-  41 45 42.66162(N)    072 44 29.80930(W) AD(       ) 4
 LX6632  NAD 83(1992)-  41 45 42.66299(N)    072 44 29.81020(W) AD(       ) 4
 LX6632  NAD 83(1986)-  41 45 42.66330(N)    072 44 29.81019(W) AD(       ) 4
 LX6632  NAD 27      -  41 45 42.30000(N)    072 44 31.47000(W) AD(       ) 3
 LX6632
 LX6632.Superseded values are not recommended for survey control.
 LX6632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6632.See file dsdata.txt to determine how the superseded data were derived.
 LX6632
 LX6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8773625800(NAD 83)
 LX6632_MARKER: 90 = CHURCH SPIRE
 LX6632
 LX6632  HISTORY     - Date     Condition        Report By
 LX6632  HISTORY     - UNK      FIRST OBSERVED
 LX6632  HISTORY     - 1935     GOOD             CGS
 LX6632  HISTORY     - 1984     GOOD             USPSQD
 LX6632
 LX6632                          STATION DESCRIPTION
 LX6632
 LX6632'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6632'THIS SPIRE WAS ON THE FIRST CONGREGATIONAL CHURCH.  THE GRAY STONE
 LX6632'BUILDING STILL STANDS AT THE SE CORNER OF MAIN STREET AND
 LX6632'FARMINGTON AVENUE.  THE BOTTOM OF THE SPIRE REMAINS AT THE NW
 LX6632'CORNER OF THE BUILDING.  THE SPIRE, PROPER, HAS BEEN REMOVED TO
 LX6632'THE TOP OF THE OPEN ARCHED BELFRY.
 LX6632
 LX6632                          STATION RECOVERY (1984)
 LX6632
 LX6632'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX6632'PUBLISHED DESCRIPTION INCONSISTENT WITH LOCATION.  ON THE SE CORNER
 LX6632'OF MAIN STREET AND FARMINGTON AVENUE IN WEST HARTFORD, IS A BRICK
 LX6632'CHAPEL (FIRST CHURCH OF CHRIST CONGREGATIONAL), WHICH IN TURN IS
 LX6632'ASSOCIATED WITH THE MAIN CHURCH WHOSE DESCRIPTION IS CLOSELY AKIN
 LX6632'TO THAT OF THE FIRST BAPTIST CHURCH STATION 1280.  THE MAIN PART
 LX6632'OF THE CHURCH IS A BRICK STRUCTURE, BOTH CHAPEL AND CHURCH HAVING
 LX6632'VARIGATED SLATE ROOFS.  THE SPIRE AND BELFRY FROM DESCRIPTION
 LX6632'OF STATION 1280 IS THAT OF THE AFOREMENTIONED CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6631 ***********************************************************************
 LX6631  DESIGNATION -  W HARTFORD WHITE SPIRE
 LX6631  PID         -  LX6631
 LX6631  STATE/COUNTY-  CT/HARTFORD
 LX6631  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6631
 LX6631                         *CURRENT SURVEY CONTROL
 LX6631  ___________________________________________________________________
 LX6631* NAD 83(1996)-  41 45 42.92335(N)    072 44 33.85339(W)     ADJUSTED  
 LX6631* NAVD 88     -                                                        
 LX6631  ___________________________________________________________________
 LX6631  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 LX6631  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX6631
 LX6631  HORZ ORDER  -  THIRD
 LX6631
 LX6631.The horizontal coordinates were established by classical geodetic methods
 LX6631.and adjusted by the National Geodetic Survey in August 1998..
 LX6631
 LX6631
 LX6631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6631
 LX6631.The geoid height was determined by GEOID03.
 LX6631
 LX6631;                    North         East     Units Scale Factor Converg.
 LX6631;SPC CT       -   255,529.460   305,404.583   MT  0.99999106   +0 00 17.3
 LX6631;SPC CT       -   838,349.57  1,001,981.54   sFT  0.99999106   +0 00 17.3
 LX6631;UTM  18      - 4,625,805.880   687,641.914   MT  1.00003329   +1 30 13.9
 LX6631
 LX6631                          SUPERSEDED SURVEY CONTROL
 LX6631
 LX6631  NAD 83(1996)-  41 45 42.92292(N)    072 44 33.85373(W) AD(       ) 4
 LX6631  NAD 83(1992)-  41 45 42.92313(N)    072 44 33.85394(W) AD(       ) 4
 LX6631  NAD 83(1992)-  41 45 42.92450(N)    072 44 33.85483(W) AD(       ) 4
 LX6631  NAD 83(1986)-  41 45 42.92482(N)    072 44 33.85482(W) AD(       ) 4
 LX6631  NAD 27      -  41 45 42.56000(N)    072 44 35.52000(W) AD(       ) 3
 LX6631
 LX6631.Superseded values are not recommended for survey control.
 LX6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6631.See file dsdata.txt to determine how the superseded data were derived.
 LX6631
 LX6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8764225806(NAD 83)
 LX6631_MARKER: 90 = CHURCH SPIRE
 LX6631
 LX6631  HISTORY     - Date     Condition        Report By
 LX6631  HISTORY     - UNK      FIRST OBSERVED
 LX6631  HISTORY     - 1935     GOOD             CGS
 LX6631  HISTORY     - 1984     GOOD             USPSQD
 LX6631
 LX6631                          STATION DESCRIPTION
 LX6631
 LX6631'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6631'NO PREVIOUS DESCRIPTION.  THIS SPIRE IS ON THE FIRST BAPTIST
 LX6631'CHURCH.  IT IS LOCATED AT THE NW CORNER OF THE INTERSECTION OF
 LX6631'FARMINGTON AVENUE AND N MAIN STREET.  THE TOWN HALL IS ACTUALLY
 LX6631'ON THE CORNER.
 LX6631'
 LX6631'THE CHURCH IS A WOODEN BUILDING WITH VARIEGATED SLATE ROOF.  TWO
 LX6631'IONIC COLUMNS SUPPORT THE PEDIMENT ABOVE THE ENTRANCE.  THE SQUARE
 LX6631'BASE OF THE SPIRE RESTS ON THE RIDGE POLE OF THE ROOF JUST INSIDE
 LX6631'THE S WALL.  ABOVE THIS IS THE SQUARE BELFRY WITH A RECTANGULAR
 LX6631'LOUVRED OPENING IN EACH SIDE.
 LX6631'
 LX6631'THE SLIM SPIRE IS TOPPED BY A SIMPLE WEATHER VANE.  THE ENTIRE
 LX6631'STRUCTURE IS PAINTED WHITE.
 LX6631'
 LX6631'IT WAS NOT RE-DETERMINED IN 1935.
 LX6631'
 LX6631'IT WAS USED, UNDER THE SAME NAME, AS A STATION OF THE
 LX6631'METROPOLITAN DISTRICT SURVEY OF HARTFORD COUNTY.
 LX6631
 LX6631                          STATION RECOVERY (1984)
 LX6631
 LX6631'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLS)
 LX6631'ON THE NW CORNER OF FARMINGTON AND N MAIN STREET EXISTS AN OPEN
 LX6631'PARCEL OF LAND THAT IS USED AS A PARK.  THE CHURCH IS A BRICK
 LX6631'STRUCTURE WITH VARIGATED SLATE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7200 ***********************************************************************
 LX7200  DESIGNATION -  WADMAN
 LX7200  PID         -  LX7200
 LX7200  STATE/COUNTY-  CT/NEW HAVEN
 LX7200  USGS QUAD   -  SOUTHINGTON (1992)
 LX7200
 LX7200                         *CURRENT SURVEY CONTROL
 LX7200  ___________________________________________________________________
 LX7200* NAD 83(1996)-  41 37 06.16015(N)    072 58 15.42375(W)     ADJUSTED  
 LX7200* NAVD 88     -       319.2    (meters)    1047.     (feet)  VERTCON   
 LX7200  ___________________________________________________________________
 LX7200  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 LX7200  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX7200
 LX7200  HORZ ORDER  -  FIRST
 LX7200
 LX7200.The horizontal coordinates were established by classical geodetic methods
 LX7200.and adjusted by the National Geodetic Survey in August 1998..
 LX7200
 LX7200.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7200
 LX7200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7200
 LX7200.The geoid height was determined by GEOID03.
 LX7200
 LX7200;                    North         East     Units Scale Factor Converg.
 LX7200;SPC CT       -   239,609.994   286,385.990   MT  0.99998423   -0 08 47.4
 LX7200;SPC CT       -   786,120.46    939,584.70   sFT  0.99998423   -0 08 47.4
 LX7200;UTM  18      - 4,609,395.025   669,045.522   MT  0.99995167   +1 20 52.6
 LX7200
 LX7200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7200!SPC CT       -   0.99995449  x   0.99998423  =   0.99993872
 LX7200!UTM  18      -   0.99995449  x   0.99995167  =   0.99990616
 LX7200
 LX7200|---------------------------------------------------------------------|
 LX7200| PID    Reference Object                     Distance      Geod. Az  |
 LX7200|                                                           dddmmss.s |
 LX7200| LX7199 WOLCOTT SPINDLE HILL MICROWAVE      345.293 METERS 04230     |
 LX7200| LX7195 WOLCOTT TELESYSTEMS INC MAST        APPROX. 4.8 KM 1651015.3 |
 LX7200| CZ8062 WADMAN RM 1                          27.695 METERS 17156     |
 LX7200| CZ8063 WADMAN RM 2                          17.420 METERS 29532     |
 LX7200|---------------------------------------------------------------------|
 LX7200
 LX7200                          SUPERSEDED SURVEY CONTROL
 LX7200
 LX7200  NAD 83(1992)-  41 37 06.15978(N)    072 58 15.42401(W) AD(       ) 1
 LX7200  NAD 83(1986)-  41 37 06.16156(N)    072 58 15.42585(W) AD(       ) 1
 LX7200  NAD 27      -  41 37 05.81011(N)    072 58 17.05250(W) AD(       ) 1
 LX7200  NGVD 29 (07/19/86)  319.5    (m)         1048.     (f) VERT ANG       
 LX7200
 LX7200.Superseded values are not recommended for survey control.
 LX7200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7200.See file dsdata.txt to determine how the superseded data were derived.
 LX7200
 LX7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6904609395(NAD 83)
 LX7200_MARKER: DS = TRIANGULATION STATION DISK
 LX7200_SETTING: 66 = SET IN ROCK OUTCROP
 LX7200_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7200+STABILITY: POSITION/ELEVATION WELL
 LX7200
 LX7200  HISTORY     - Date     Condition        Report By
 LX7200  HISTORY     - 1981     MONUMENTED       NGS
 LX7200
 LX7200                          STATION DESCRIPTION
 LX7200
 LX7200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7200'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) SOUTH-SOUTHWEST OF
 LX7200'BRISTOL, 2.9 KM (1.8 MI) WEST OF THE NORTH TIP OF NEW BRITAIN
 LX7200'RESERVOIR, 2.4 KM (1.5 MI) NORTH-NORTHEAST OF WOLCOTT,
 LX7200'0.2 KM (0.1 MI) SOUTHEAST OF STATE HIGHWAY 69 AND ON THE
 LX7200'RIGHT-OF-WAY OF CONNECTICUT LIGHT AND POWER COMPANY
 LX7200'TRANSMISSION LINE.
 LX7200'OWNERSHIP--CONNECTICUT LIGHT AND POWER COMPANY, MR WALTER
 LX7200'WADMAN, 9 BARBER STREET, BRISTOL CT 06010,
 LX7200'PHONE 203-583-1876.
 LX7200'
 LX7200'TO REACH THE STATION FROM THE POST OFFICE IN WOLCOTT AT THE
 LX7200'JUNCTION OF STATE HIGHWAYS 69 AND 322.  GO NORTHEAST
 LX7200'ON STATE HIGHWAY 69 FOR 2.1 KM (1.3 MI) TO A DIRT SIDE ROAD RIGHT
 LX7200'BEFORE REACHING A TRANSMISSION LINE CROSSING.  TURN RIGHT AND
 LX7200'GO EASTERLY ON THE DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE
 LX7200'STATION ON RIGHT.
 LX7200'
 LX7200'THE STATION IS A STANDARD NGS DISK
 LX7200'STAMPED---WADMAN 1981---,
 LX7200'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7200'38.3 METERS (125.6 FT) WEST FROM THE WESTERNMOST POLE OF A DOUBLE
 LX7200'HIGH TENSION POWER LINE AND
 LX7200'6.3 METERS (20.65 FT) WSW FROM THE APPROXIMATE
 LX7200'CENTER OF A DIRT ROAD.
 LX7200'
 LX7200'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7200'STAMPED---WADMAN NO 1 1981---,
 LX7200'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7200'44.4 METERS (145.7 FT) SOUTHWEST FROM THE WESTERNMOST POLE OF A
 LX7200'DOUBLE HIGH TENSION POWER LINE,
 LX7200'20.18 METERS (66.2 FT) SOUTHWEST FROM THE APPROXIMATE
 LX7200'CENTER OF A DIRT ROAD.
 LX7200'MARK IS LEVEL WITH STATION.
 LX7200'
 LX7200'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7200'STAMPED---WADMAN NO 2 1981---,
 LX7200'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7200'16.49 METERS (54.1 FT) WEST-SOUTHWEST FROM APPROXIMATE CENTER OF
 LX7200'A DIRT ROAD.
 LX7200'MARK IS BELOW STATION 0.5 METER.
 LX7200'
 LX7200'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.4 METERS.
 LX7200'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6249 ***********************************************************************
 LX6249  DESIGNATION -  WALDENS FLAGPOLE
 LX6249  PID         -  LX6249
 LX6249  STATE/COUNTY-  CT/NEW HAVEN
 LX6249  USGS QUAD   -  GUILFORD (1984)
 LX6249
 LX6249                         *CURRENT SURVEY CONTROL
 LX6249  ___________________________________________________________________
 LX6249* NAD 83(1996)-  41 15 22.39009(N)    072 43 08.65451(W)     ADJUSTED  
 LX6249* NAVD 88     -                                                        
 LX6249  ___________________________________________________________________
 LX6249  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LX6249  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 LX6249
 LX6249  HORZ ORDER  -  THIRD
 LX6249
 LX6249.The horizontal coordinates were established by classical geodetic methods
 LX6249.and adjusted by the National Geodetic Survey in August 1998..
 LX6249
 LX6249
 LX6249.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6249
 LX6249.The geoid height was determined by GEOID03.
 LX6249
 LX6249;                    North         East     Units Scale Factor Converg.
 LX6249;SPC CT       -   199,365.305   307,392.735   MT  0.99999480   +0 01 13.8
 LX6249;SPC CT       -   654,084.34  1,008,504.33   sFT  0.99999480   +0 01 13.8
 LX6249;SPC NY L     -   121,779.486   407,351.120   MT  1.00001998   +0 50 16.2
 LX6249;SPC NY L     -   399,538.20  1,336,451.13   sFT  1.00001998   +0 50 16.2
 LX6249;UTM  18      - 4,569,709.431   691,091.541   MT  1.00004942   +1 30 16.4
 LX6249
 LX6249                          SUPERSEDED SURVEY CONTROL
 LX6249
 LX6249  NAD 83(1992)-  41 15 22.38920(N)    072 43 08.65438(W) AD(       ) 4
 LX6249  NAD 83(1986)-  41 15 22.39134(N)    072 43 08.65720(W) AD(       ) 4
 LX6249  NAD 27      -  41 15 22.04000(N)    072 43 10.32000(W) AD(       ) 3
 LX6249
 LX6249.Superseded values are not recommended for survey control.
 LX6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6249.See file dsdata.txt to determine how the superseded data were derived.
 LX6249
 LX6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9109269709(NAD 83)
 LX6249
 LX6249  HISTORY     - Date     Condition        Report By
 LX6249  HISTORY     - 1933     MONUMENTED       CGS
 LX6249  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6249
 LX6249                          STATION DESCRIPTION
 LX6249
 LX6249'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6249'THIS FLAGPOLE STANDS ON THE GROUNDS OF PROFESSOR WALDENS HOUSE
 LX6249'ON WHAT IS LOCALLY KNOWN AS WALDENS POINT.  IT IS AT THE SW
 LX6249'CORNER OF THE LAWN, ABOUT 7 METERS INSIDE THE ROCKS THAT MARK
 LX6249'EXTREME HIGH WATER LINE.
 LX6249'
 LX6249'THE SW CORNER OF THE HOUSE BEARS N 73 DEG E (MAGNETIC) AND IS
 LX6249'DISTANT 36.8 METERS.
 LX6249'
 LX6249'CENTER IS THE CENTER LINE OF THE POLE.
 LX6249'
 LX6249'STATION JOSHUA BEARS S 73 DEG W (MAGNETIC) AND IS 46.5 METERS
 LX6249'DISTANT.
 LX6249
 LX6249                          STATION RECOVERY (1961)
 LX6249
 LX6249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6249'A FLAGPOLE STANDS IN ABOUT THE SAME POSITION AS THE DESCRIBED
 LX6249'POLE, BUT THE CONCRETE BASE OF THE POLE HAS 1956 INSCRIBED ON
 LX6249'IT.  NO LOCAL RESIDENTS WERE AVAILABLE FOR ADDITIONAL
 LX6249'INFORMATION.  THE STATION SHOULD BE CLASSIFIED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5227 ***********************************************************************
 LX5227  DESIGNATION -  WALL RESET
 LX5227  PID         -  LX5227
 LX5227  STATE/COUNTY-  CT/NEW LONDON
 LX5227  USGS QUAD   -  NEW LONDON (1984)
 LX5227
 LX5227                         *CURRENT SURVEY CONTROL
 LX5227  ___________________________________________________________________
 LX5227* NAD 83(1996)-  41 19 23.45500(N)    072 05 18.08223(W)     ADJUSTED  
 LX5227* NAVD 88     -         2.0    (meters)       7.     (feet)  VERTCON   
 LX5227  ___________________________________________________________________
 LX5227  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 LX5227  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX5227
 LX5227  HORZ ORDER  -  SECOND
 LX5227
 LX5227.The horizontal coordinates were established by classical geodetic methods
 LX5227.and adjusted by the National Geodetic Survey in August 1998..
 LX5227
 LX5227.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5227
 LX5227.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5227
 LX5227.The geoid height was determined by GEOID03.
 LX5227
 LX5227;                    North         East     Units Scale Factor Converg.
 LX5227;SPC CT       -   207,013.677   360,194.233   MT  0.99998985   +0 26 19.4
 LX5227;SPC CT       -   679,177.37  1,181,737.25   sFT  0.99998985   +0 26 19.4
 LX5227;SPC NY L     -   130,177.936   460,040.256   MT  1.00002894   +1 15 01.3
 LX5227;SPC NY L     -   427,092.11  1,509,315.41   sFT  1.00002894   +1 15 01.3
 LX5227;UTM  18      - 4,578,724.715   743,687.313   MT  1.00033089   +1 55 24.7
 LX5227
 LX5227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5227!SPC CT       -   1.00000449  x   0.99998985  =   0.99999434
 LX5227!SPC NY L     -   1.00000449  x   1.00002894  =   1.00003343
 LX5227!UTM  18      -   1.00000449  x   1.00033089  =   1.00033538
 LX5227
 LX5227:                Primary Azimuth Mark                     Grid Az
 LX5227:SPC CT       -  ODD FELLOWS FLAGPOLE                     003 18 02.7
 LX5227:SPC NY L     -  ODD FELLOWS FLAGPOLE                     002 29 20.8
 LX5227:UTM  18      -  ODD FELLOWS FLAGPOLE                     001 48 57.4
 LX5227
 LX5227|---------------------------------------------------------------------|
 LX5227| PID    Reference Object                     Distance      Geod. Az  |
 LX5227|                                                           dddmmss.s |
 LX5227| LX5222 ODD FELLOWS FLAGPOLE                APPROX. 5.7 KM 0034422.1 |
 LX5227| LX5352 4848                                APPROX. 4.4 KM 0040213.9 |
 LX5227| LX5224 NEW LONDON SHIP CO STACK            APPROX. 2.6 KM 0151458.1 |
 LX5227| LX5353 WALL A PT                            19.389 METERS 05809     |
 LX5227| LX5214 GRISWOLD HOTEL FLAGSTAFF            APPROX. 1.1 KM 0790228.2 |
 LX5227| LX5212 PHELPS FLAGPOLE                     APPROX. 1.2 KM 1022614.4 |
 LX5227| LX5208 PLANTS FLAGPOLE                     APPROX. 2.1 KM 1123608.9 |
 LX5227| CZ8064 WALL RM 1                            26.747 METERS 14238     |
 LX5227| CZ8065 WALL RM 2                            48.044 METERS 17203     |
 LX5227| LX5228 CLARKE FLAGPOLE                     264.074 METERS 17912     |
 LX5227| CZ8066 WALL RM 3                            14.863 METERS 32705     |
 LX5227| LX5229 JOHNSTONS FLAGPOLE                  225.260 METERS 33650     |
 LX5227| LX5240 WHITE CO STACK                      APPROX. 2.6 KM 3402953.8 |
 LX5227| LX5235 FORT TRUMBULL FLAGPOLE              APPROX. 2.3 KM 3485214.6 |
 LX5227| LX5233 CONN LIGHT AND POWER CO TANK        APPROX. 3.7 KM 3530859.7 |
 LX5227|---------------------------------------------------------------------|
 LX5227
 LX5227                          SUPERSEDED SURVEY CONTROL
 LX5227
 LX5227  NAD 83(1992)-  41 19 23.45389(N)    072 05 18.08133(W) AD(       ) 2
 LX5227  NAD 83(1986)-  41 19 23.45457(N)    072 05 18.08661(W) AD(       ) 2
 LX5227  NAD 27      -  41 19 23.10500(N)    072 05 19.81400(W) AD(       ) 2
 LX5227  NGVD 29 (07/19/86)    2.3    (m)            8.     (f) VERT ANG       
 LX5227
 LX5227.Superseded values are not recommended for survey control.
 LX5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5227.See file dsdata.txt to determine how the superseded data were derived.
 LX5227
 LX5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4368778725(NAD 83)
 LX5227
 LX5227  HISTORY     - Date     Condition        Report By
 LX5227  HISTORY     - 1934     MONUMENTED       USE
 LX5227  HISTORY     - 1934     GOOD             CGS
 LX5227  HISTORY     - 1960     GOOD             CGS
 LX5227  HISTORY     - 1971     GOOD             CTDT
 LX5227  HISTORY     - 1975     GOOD             NGS
 LX5227  HISTORY     - 1983     GOOD             USPSQD
 LX5227
 LX5227                          STATION DESCRIPTION
 LX5227
 LX5227'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5227'THE STATION IS LOCATED ON THE W SIDE OF THE THAMES RIVER, NEAR
 LX5227'ITS MOUTH, 29.0 METERS E OF THE CENTER LINE OF PEQUOT AVENUE AND
 LX5227'55 METERS SE OF CHAPEL STREET.  THE STATION IS A STANDARD DISC SET
 LX5227'IN THE RETAINING WALL AT THE CORNER IN FRONT OF THE HOUSE OF,
 LX5227'AND ON THE PROPERTY OF T. BOUDONWEIN.  IT IS 4 METERS W OF HIGH
 LX5227'WATER LINE.
 LX5227'
 LX5227'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD BRONZE DISCS SET
 LX5227'IN OUTCROPPING BEDROCK.
 LX5227'
 LX5227'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD DISCS SET IN
 LX5227'OUTCROPPING LEDGE SE AND S OF THE STATION RESPECTIVELY.
 LX5227'
 LX5227'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5227
 LX5227                          STATION RECOVERY (1960)
 LX5227
 LX5227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5227'STATION RECOVERED AS DESCRIBED BY G.C.M. IN 1934.  HORIZONTAL
 LX5227'DISTANCES MEASURED BY THE PARTY--
 LX5227
 LX5227                          STATION RECOVERY (1971)
 LX5227
 LX5227'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5227'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LX5227'STATION IS ON THE WEST SIDE OF THE THAMES RIVER, AND IS 95 FEET
 LX5227'EAST OF THE CENTER LINE OF PEQUOT AVENUE.  IT IS BETWEEN CHAPEL
 LX5227'DR. AND GLENWOOD AVENUE AND ABOUT 0.2 MILE NORTH OF THE MOUTH OF
 LX5227'THAMES RIVER.
 LX5227
 LX5227                          STATION RECOVERY (1975)
 LX5227
 LX5227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (TB)
 LX5227'THE STATION IS ABOUT 2-3/4 MILES SOUTH OF THE GOLD STAR MEMORIAL
 LX5227'BRIDGE OVER THE THAMES RIVER, 1-1/2 MILES NORTHWEST OF AVERY POINT
 LX5227'AND 1/2 MILE NORTH OF THE NEW LONDON HARBOR LIGHT HOUSE.
 LX5227'
 LX5227'TO REACH THE STATION FROM THE JUNCTION OF MONTAUK AVENUE AND
 LX5227'ROUTE U.S. 1A (BANK STREET) IN NEW LONDON, GO SOUTHERLY ON
 LX5227'MONTAUK AVENUE FOR 2.0 MILES TO CHAPEL DRIVE.  TURN LEFT AND GO
 LX5227'EASTERLY ON CHAPEL DRIVE FOR 0.2 MILE TO PEQUOT AVENUE.  THE
 LX5227'STATION IS ABOUT 180 FEET SOUTHEAST OF THE INTERSECTION OF
 LX5227'PEQUOT AVENUE AND CHAPEL DRIVE.
 LX5227'
 LX5227'THE STATION MARK IS A U.S. COAST AND GEODETIC SURVEY BRONZE DISK,
 LX5227'STAMPED WALL 1934, SET IN THE CORNER (TOP) OF A STONE RETAINING
 LX5227'WALL.
 LX5227'
 LX5227'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WALL RM 1, SET IN A
 LX5227'LEDGE OUTCROP SOUTHEAST OF THE STATION.  IT IS 28.3 FEET EAST OF A
 LX5227'WALL CORNER AND 18.2 FEET WEST OF THE HIGH WATER MARK.
 LX5227'
 LX5227'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WALL RM 2, SET IN A
 LX5227'LEDGE OUTCROP SOUTH OF THE STATION.  IT IS 91 FEET SOUTH OF A WALL
 LX5227'CORNER AND 18.8 FEET WEST OF THE HIGH WATER MARK.
 LX5227'
 LX5227'REFERENCE MARK 3 IS A DRILL HOLE IN A BRASS BOLT, SET IN A 1/4
 LX5227'INCH DRILL HOLE IN THE TOP OF A STONE RETAINING WALL NORTH
 LX5227'NORTHWEST OF THE STATION.  IT IS 85.0 FEET EAST OF THE CENTER LINE
 LX5227'OF PEQUOT AVENUE AND 4.5 FEET WEST OF THE HIGH WATER MARK.
 LX5227'
 LX5227'4848 (CGS) (AZIMUTH MARK) IS A CONNECTICUT GEODETIC SURVEY BRASS
 LX5227'DISK, STAMPED 4848, SET FLUSH IN THE TOP OF AN OLD ABANDONED
 LX5227'CONCRETE BRIDGE DECK, IN THE NORTHWEST CORNER.
 LX5227'
 LX5227'TO REACH THE MARK FROM THE CENTER OF THE GOLD STAR MEMORIAL
 LX5227'BRIDGE, INTERSTATE 95 (NORTHBOUND), GO EASTERLY FOR 0.5 MILE TO
 LX5227'THE FIRST EXIT ON THE RIGHT, BRIDGE STREET, CONTINUE FOR 0.55
 LX5227'MILE TO THE INTERSECTION OF BRIDGE STREET AND FAIRVIEW
 LX5227'AVENUE.  THE MARK IS 1 MILE SOUTHEAST OF THE STATION ACROSS THE
 LX5227'THAMES RIVER, ABOUT 300 FEET ALONG AN ABANDONED ROAD TO THE
 LX5227'REMAINS OF AN OLD ABANDONED BRIDGE, 148 FEET WEST OF A WOODEN
 LX5227'BARRICADE FENCE, 9 FEET NORTHWEST OF THE CENTER LINE OF THE
 LX5227'OLD BRIDGE DECK, AND 5 FEET EAST OF THE WEST END OF THE
 LX5227'CONCRETE DECK OF THE BRIDGE.
 LX5227
 LX5227                          STATION RECOVERY (1983)
 LX5227
 LX5227'RECOVERY NOTE BY US POWER SQUADRON 1983 (HJW)
 LX5227'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED EXCEPT
 LX5227'AS FOLLOWS.
 LX5227'
 LX5227'RM 2 IS NOW LOCATED UNDER DR. PAUL MALIS HOUSE.  IT IS UNDER THAT
 LX5227'PORTION OF THE HOUSE BUILT UP ON STILTS AND IS ACCESSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3894 ***********************************************************************
 LX3894  DESIGNATION -  WALLACK
 LX3894  PID         -  LX3894
 LX3894  STATE/COUNTY-  CT/FAIRFIELD
 LX3894  USGS QUAD   -  STAMFORD (1984)
 LX3894
 LX3894                         *CURRENT SURVEY CONTROL
 LX3894  ___________________________________________________________________
 LX3894* NAD 83(1996)-  41 02 11.42989(N)    073 30 21.33635(W)     ADJUSTED  
 LX3894* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3894  ___________________________________________________________________
 LX3894  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 LX3894  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX3894
 LX3894  HORZ ORDER  -  THIRD
 LX3894
 LX3894.The horizontal coordinates were established by classical geodetic methods
 LX3894.and adjusted by the National Geodetic Survey in August 1998..
 LX3894
 LX3894.The orthometric height was scaled from a topographic map.
 LX3894
 LX3894.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3894
 LX3894.The geoid height was determined by GEOID03.
 LX3894
 LX3894;                    North         East     Units Scale Factor Converg.
 LX3894;SPC CT       -   175,242.316   241,235.183   MT  1.00002054   -0 30 04.4
 LX3894;SPC CT       -   574,940.83    791,452.43   sFT  1.00002054   -0 30 04.4
 LX3894;UTM  18      - 4,543,885.010   625,586.480   MT  0.99979412   +0 58 51.8
 LX3894
 LX3894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3894!SPC CT       -   1.00000435  x   1.00002054  =   1.00002489
 LX3894!UTM  18      -   1.00000435  x   0.99979412  =   0.99979847
 LX3894
 LX3894:                Primary Azimuth Mark                     Grid Az
 LX3894:SPC CT       -  LONG NECK 2                              091 18 14.3
 LX3894:UTM  18      -  LONG NECK 2                              089 49 18.1
 LX3894
 LX3894|---------------------------------------------------------------------|
 LX3894| PID    Reference Object                     Distance      Geod. Az  |
 LX3894|                                                           dddmmss.s |
 LX3894| LX3783 LONG NECK 2                         APPROX. 2.4 KM 0904809.9 |
 LX3894|---------------------------------------------------------------------|
 LX3894
 LX3894                          SUPERSEDED SURVEY CONTROL
 LX3894
 LX3894  NAD 83(1992)-  41 02 11.42934(N)    073 30 21.33662(W) AD(       ) 3
 LX3894  NAD 83(1986)-  41 02 11.43030(N)    073 30 21.33845(W) AD(       ) 3
 LX3894  NAD 27      -  41 02 11.07900(N)    073 30 22.90600(W) AD(       ) 3
 LX3894
 LX3894.Superseded values are not recommended for survey control.
 LX3894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3894.See file dsdata.txt to determine how the superseded data were derived.
 LX3894
 LX3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2558643885(NAD 83)
 LX3894
 LX3894  HISTORY     - Date     Condition        Report By
 LX3894  HISTORY     - 1882     MONUMENTED       CGS
 LX3894  HISTORY     - 1915     SEE DESCRIPTION  CGS
 LX3894  HISTORY     - 1931     SEE DESCRIPTION  CGS
 LX3894  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3894  HISTORY     - 1987     GOOD             USPSQD
 LX3894
 LX3894                          STATION DESCRIPTION
 LX3894
 LX3894'DESCRIBED BY COAST AND GEODETIC SURVEY 1915 (PCW)
 LX3894'ON A SMALL ISLAND IN FRONT OF LESTER WALLACKS PREMISES, THE LAST
 LX3894'ON SHIPPAN POINT, IN THE BAY.  IT IS IN THE TOWN OF
 LX3894'STAMFORD.  POINT MARKED BY A 1-INCH HOLE DRILLED IN ROCK, TO DEPTH
 LX3894'OF 2 INCHES.  A 5-INCH TRIANGLE WAS CUT IN ROCK AROUND DRILL
 LX3894'HOLE.  THE ROCK IS A LARGE ROCK ON S SIDE OF ISLAND.  FROM
 LX3894'STATION WESTWARD TO OAK TREE IS 56.5 FEET.  TO END OF ISLAND TO
 LX3894'E, ABOUT 130 FEET.  TO BUSH TO SE, 10.7 FEET.  TO LOW BANK TO
 LX3894'S, 12.9 FEET.  IN 1910 STATION WAS RECOVERED, THE PREMISES
 LX3894'THEN BEING OWNED BY A.P. STOKES, WHO OCCUPIED A VILLA ABOUT
 LX3894'100 FEET NORTHERLY FROM THE STATION.  A FLAGPOLE SIGNAL
 LX3894'OF THE CONNECTICUT SHELL FISH COMMISSION WAS STANDING A LITTLE W
 LX3894'OF THE STATION.  THE ANGLE TAKEN WITH SEXTANT BETWEEN THE
 LX3894'CONNECTICUT SHELL FISH COMMISSION FLAGPOLE AND STATION
 LX3894'VAN, THE FLAGPOLE ON THE CUPOLA OF THE SHIPPAN POINT HOTEL BEING
 LX3894'32 DEG 04 MIN, AND THE DISTANCE FROM STATION TO FLAGPOLE 24
 LX3894'FEET 3-1/2 INCHES.  THE OAK TREE 56.5 FEET W OF STATION WAS
 LX3894'STANDING.  IN 1915 THE STATION WAS RECOVERED, ALSO THE
 LX3894'FLAGPOLE.  A BRONZE STATION MARK WAS CEMENTED IN THE DRILL HOLE.
 LX3894
 LX3894                          STATION RECOVERY (1931)
 LX3894
 LX3894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3894'THE STATION IS NOW ON A STONE SIDEWALK THAT HAS BEEN BUILT
 LX3894'FROM THE HOUSE TO THE BEACH.  IT IS ABOUT 2 FEET N OF A MARBLE
 LX3894'STATUE WHICH IS IN THE CENTER OF THIS WALK.  THIS PROPERTY IS NOW
 LX3894'OWNED BY J. PERCY BARTRAM WHO PURCHASED THE ESTATE FROM A.P.
 LX3894'STOKES ABOUT 12 YEARS AGO.  RAY IS THE WESTERLY CHIMNEY OF THE
 LX3894'LARGE GREY HOUSE ABOUT 100 FEET NORTHERLY FROM THE STATION.
 LX3894
 LX3894                          STATION RECOVERY (1958)
 LX3894
 LX3894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3894'THE BRONZE STATION MARK WAS RECOVERED IN EXCELLENT CONDITION
 LX3894'ON LEDGE ROCK, OUTCROPPING FROM LAWN OF A WELL KEPT ESTATE NOW
 LX3894'BELONGING TO MR. BENJ. D. GILBERT.  MARBLE STATUE HAS BEEN
 LX3894'REMOVED.  SIDEWALK HAS BEEN DIVERTED TO THE E OF STATION AND ALONG
 LX3894'EASTERLY EDGE OF LAWN TO PREVENT PEDESTRIANS FROM WALKING OVER
 LX3894'THE BRONZE DISK.  OLD OAK TREE AND FLAGPOLE ARE GONE.  A NEW
 LX3894'TALL WHITE FLAGPOLE SURMOUNTED BY A GOLDEN WEATHERVANE ABOUT 100
 LX3894'FEET W OF THE STATION.
 LX3894'
 LX3894'STATION IS ON CARITAS ISLAND LOCALLY KNOWN AS GREENAWAY ISLAND,
 LX3894'SE OF WALLACKS POINT WHICH IS E OF WESTCOTT COVE AND W OF
 LX3894'COVE HARBOR.  TO REACH STATION BY CAR FROM STAMFORD RR STATION,
 LX3894'GO E ON NEW CONN TURNPIKE ABOUT 0.6 MILE TO ELM ST. EXIT, THEN
 LX3894'SE ON ELM TO COVE ROAD AT TRAFFIC LIGHT NEAR ELM ST. CATHOLIC
 LX3894'CHURCH, THEN E ON COVE ROAD ABOUT 0.5 MILE TO WILLOWBROOK AVE.,
 LX3894'TURN S ON WILLOWBROOK AVE. TO SOUNDVIEW AVE, THEN E ON
 LX3894'SOUNDVIEW AVE. TO DEAD END AT STONE GATE WITH SIGN WALLACKS
 LX3894'PARK ASSN., PASS THRU GATE AND TURN SHARP RIGHT S ON
 LX3894'WALLACKS DRIVE, TO END OF WALLACKS PT., THEN CONTINUE SE
 LX3894'ACROSS PRIVATE AUTO ROAD BRIDGE, BUILT ON STEEL GIRDERS,
 LX3894'TO CARITAS ISLAND.
 LX3894
 LX3894                          STATION RECOVERY (1987)
 LX3894
 LX3894'RECOVERY NOTE BY US POWER SQUADRON 1987 (GRH)
 LX3894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6184 ***********************************************************************
 LX6184  DESIGNATION -  WALLERS WINDMILL
 LX6184  PID         -  LX6184
 LX6184  STATE/COUNTY-  CT/MIDDLESEX
 LX6184  USGS QUAD   -  CLINTON (1984)
 LX6184
 LX6184                         *CURRENT SURVEY CONTROL
 LX6184  ___________________________________________________________________
 LX6184* NAD 83(1996)-  41 16 23.21760(N)    072 31 59.93257(W)     ADJUSTED  
 LX6184* NAVD 88     -                                                        
 LX6184  ___________________________________________________________________
 LX6184  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6184  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX6184
 LX6184  HORZ ORDER  -  THIRD
 LX6184
 LX6184.The horizontal coordinates were established by classical geodetic methods
 LX6184.and adjusted by the National Geodetic Survey in August 1998..
 LX6184
 LX6184
 LX6184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6184
 LX6184.The geoid height was determined by GEOID03.
 LX6184
 LX6184;                    North         East     Units Scale Factor Converg.
 LX6184;SPC CT       -   201,264.106   322,955.875   MT  0.99999342   +0 08 37.2
 LX6184;SPC CT       -   660,313.99  1,059,564.40   sFT  0.99999342   +0 08 37.2
 LX6184;SPC NY L     -   123,899.925   422,886.040   MT  1.00002211   +0 57 33.6
 LX6184;SPC NY L     -   406,495.00  1,387,418.62   sFT  1.00002211   +0 57 33.6
 LX6184;UTM  18      - 4,572,010.870   706,601.724   MT  1.00012534   +1 37 39.8
 LX6184
 LX6184                          SUPERSEDED SURVEY CONTROL
 LX6184
 LX6184  NAD 83(1992)-  41 16 23.21669(N)    072 31 59.93235(W) AD(       ) 4
 LX6184  NAD 83(1986)-  41 16 23.21891(N)    072 31 59.93558(W) AD(       ) 4
 LX6184  NAD 27      -  41 16 22.86400(N)    072 32 01.60600(W) AD(       ) 3
 LX6184
 LX6184.Superseded values are not recommended for survey control.
 LX6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6184.See file dsdata.txt to determine how the superseded data were derived.
 LX6184
 LX6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0660272011(NAD 83)
 LX6184
 LX6184  HISTORY     - Date     Condition        Report By
 LX6184  HISTORY     - 1934     MONUMENTED       CGS
 LX6184  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6184  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6184
 LX6184                          STATION DESCRIPTION
 LX6184
 LX6184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6184'THIS WINDMILL IS ON THE PROPERTY OF JOHN WALLER, S OF
 LX6184'PRATT AVENUE AND E OF HARBOR PARKWAY.
 LX6184'
 LX6184'THE SHEATHED-IN BASE OF THE STRUCTURE IS ABOUT 30 FEET HIGH
 LX6184'AND HAS THE UPPER HALF OF THE SIDES COVERED WITH RED
 LX6184'SHINGLES.  ABOVE THIS IS A RAILED-IN OBSERVATION PLATFORM.  THE
 LX6184'TANK IS SMALL AND HAS THE WINDMILL RIG AT THE APEX OF ITS
 LX6184'ROOF.  THE OLD SPOKES OF THE ROTOR WITHOUT A VANE ARE ALL THAT
 LX6184'REMAIN OF THE WINDMILL.
 LX6184'
 LX6184'CENTER IS THE APEX OF THE SUPPORTING FRAME.
 LX6184
 LX6184                          STATION RECOVERY (1960)
 LX6184
 LX6184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6184'WINDMILL COULD NOT BE FOUND, AND IS PRESUMED DESTROYED.
 LX6184
 LX6184                          STATION RECOVERY (1997)
 LX6184
 LX6184'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6392 ***********************************************************************
 LX6392  DESIGNATION -  WALLINGFORD BAP CH SPIRE
 LX6392  PID         -  LX6392
 LX6392  STATE/COUNTY-  CT/NEW HAVEN
 LX6392  USGS QUAD   -  BRANFORD (1984)
 LX6392
 LX6392                         *CURRENT SURVEY CONTROL
 LX6392  ___________________________________________________________________
 LX6392* NAD 83(1996)-  41 27 15.71210(N)    072 49 07.26989(W)     ADJUSTED  
 LX6392* NAVD 88     -                                                        
 LX6392  ___________________________________________________________________
 LX6392  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LX6392  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6392
 LX6392  HORZ ORDER  -  THIRD
 LX6392
 LX6392.The horizontal coordinates were established by classical geodetic methods
 LX6392.and adjusted by the National Geodetic Survey in August 1998..
 LX6392.No horizontal observational check was made to the station.
 LX6392
 LX6392
 LX6392.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6392
 LX6392.The geoid height was determined by GEOID03.
 LX6392
 LX6392;                    North         East     Units Scale Factor Converg.
 LX6392;SPC CT       -   221,373.007   299,061.653   MT  0.99998409   -0 02 44.0
 LX6392;SPC CT       -   726,287.94    981,171.44   sFT  0.99998409   -0 02 44.0
 LX6392;UTM  18      - 4,591,494.395   682,191.771   MT  1.00000851   +1 26 40.1
 LX6392
 LX6392                          SUPERSEDED SURVEY CONTROL
 LX6392
 LX6392  NAD 83(1992)-  41 27 15.71127(N)    072 49 07.26987(W) AD(       ) 4
 LX6392  NAD 83(1986)-  41 27 15.71353(N)    072 49 07.27239(W) AD(       ) 4
 LX6392  NAD 27      -  41 27 15.36475(N)    072 49 08.90617(W) AD(       ) 3
 LX6392
 LX6392.Superseded values are not recommended for survey control.
 LX6392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6392.See file dsdata.txt to determine how the superseded data were derived.
 LX6392
 LX6392_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8219291494(NAD 83)
 LX6392_MARKER: Z = SEE DESCRIPTION
 LX6392_SETTING: 0 = UNSPECIFIED SETTING
 LX6392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6392
 LX6392  HISTORY     - Date     Condition        Report By
 LX6392  HISTORY     - 1976     MONUMENTED       NGS
 LX6392
 LX6392                          STATION DESCRIPTION
 LX6392
 LX6392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6392'THE STATION IS THE APEX OF THE SPIRE ATOP THE WALLINGFORD
 LX6392'FIRST BAPTIST CHURCH.  IT IS GREY IN COLOR AND ABOUT 80 FEET
 LX6392'HIGH AND IS LOCATED AT THE CORNER OF MAIN AND CHURCH STREETS
 LX6392'IN WALLINGFORD.
 LX6392'
 LX6392'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6393 ***********************************************************************
 LX6393  DESIGNATION -  WALLINGFORD CATH CH SPIRE
 LX6393  PID         -  LX6393
 LX6393  STATE/COUNTY-  CT/NEW HAVEN
 LX6393  USGS QUAD   -  BRANFORD (1984)
 LX6393
 LX6393                         *CURRENT SURVEY CONTROL
 LX6393  ___________________________________________________________________
 LX6393* NAD 83(1996)-  41 27 29.40982(N)    072 49 24.83813(W)     ADJUSTED  
 LX6393* NAVD 88     -                                                        
 LX6393  ___________________________________________________________________
 LX6393  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LX6393  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6393
 LX6393  HORZ ORDER  -  THIRD
 LX6393
 LX6393.The horizontal coordinates were established by classical geodetic methods
 LX6393.and adjusted by the National Geodetic Survey in August 1998..
 LX6393
 LX6393
 LX6393.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6393
 LX6393.The geoid height was determined by GEOID03.
 LX6393
 LX6393;                    North         East     Units Scale Factor Converg.
 LX6393;SPC CT       -   221,795.921   298,654.266   MT  0.99998400   -0 02 55.6
 LX6393;SPC CT       -   727,675.45    979,834.87   sFT  0.99998400   -0 02 55.6
 LX6393;UTM  18      - 4,591,906.582   681,773.515   MT  1.00000664   +1 26 28.9
 LX6393
 LX6393                          SUPERSEDED SURVEY CONTROL
 LX6393
 LX6393  NAD 83(1992)-  41 27 29.40899(N)    072 49 24.83811(W) AD(       ) 4
 LX6393  NAD 83(1986)-  41 27 29.41129(N)    072 49 24.84056(W) AD(       ) 4
 LX6393  NAD 27      -  41 27 29.06260(N)    072 49 26.47245(W) AD(       ) 3
 LX6393
 LX6393.Superseded values are not recommended for survey control.
 LX6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6393.See file dsdata.txt to determine how the superseded data were derived.
 LX6393
 LX6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8177491907(NAD 83)
 LX6393_MARKER: Z = SEE DESCRIPTION
 LX6393_SETTING: 0 = UNSPECIFIED SETTING
 LX6393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6393
 LX6393  HISTORY     - Date     Condition        Report By
 LX6393  HISTORY     - 1976     MONUMENTED       NGS
 LX6393
 LX6393                          STATION DESCRIPTION
 LX6393
 LX6393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6393'THE STATION IS THE APEX OF THE SPIRE ATOP THE WALLINGFORD
 LX6393'HOLY TRINITY CATHOLIC CHURCH. IT IS GREY IN COLOR WITH A GOLD
 LX6393'CROSS MOUNTED ON TOP AND IS ABOUT 100 FEET HIGH.  IT IS
 LX6393'LOCATED NEAR THE CORNER OF CHURCH AND COLONY STREETS IN
 LX6393'WALLINGFORD.
 LX6393'
 LX6393'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6391 ***********************************************************************
 LX6391  DESIGNATION -  WALLINGFORD CONG CH SPIRE
 LX6391  PID         -  LX6391
 LX6391  STATE/COUNTY-  CT/NEW HAVEN
 LX6391  USGS QUAD   -  BRANFORD (1984)
 LX6391
 LX6391                         *CURRENT SURVEY CONTROL
 LX6391  ___________________________________________________________________
 LX6391* NAD 83(1996)-  41 27 21.57683(N)    072 49 03.01315(W)     ADJUSTED  
 LX6391* NAVD 88     -                                                        
 LX6391  ___________________________________________________________________
 LX6391  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6391  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX6391
 LX6391  HORZ ORDER  -  THIRD
 LX6391
 LX6391.The horizontal coordinates were established by classical geodetic methods
 LX6391.and adjusted by the National Geodetic Survey in August 1998..
 LX6391
 LX6391
 LX6391.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6391
 LX6391.The geoid height was determined by GEOID03.
 LX6391
 LX6391;                    North         East     Units Scale Factor Converg.
 LX6391;SPC CT       -   221,553.858   299,160.590   MT  0.99998405   -0 02 41.1
 LX6391;SPC CT       -   726,881.28    981,496.04   sFT  0.99998405   -0 02 41.1
 LX6391;UTM  18      - 4,591,677.761   682,285.975   MT  1.00000894   +1 26 43.1
 LX6391
 LX6391                          SUPERSEDED SURVEY CONTROL
 LX6391
 LX6391  NAD 83(1992)-  41 27 21.57600(N)    072 49 03.01313(W) AD(       ) 4
 LX6391  NAD 83(1986)-  41 27 21.57829(N)    072 49 03.01560(W) AD(       ) 4
 LX6391  NAD 27      -  41 27 21.22945(N)    072 49 04.64979(W) AD(       ) 3
 LX6391
 LX6391.Superseded values are not recommended for survey control.
 LX6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6391.See file dsdata.txt to determine how the superseded data were derived.
 LX6391
 LX6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8228691678(NAD 83)
 LX6391_MARKER: Z = SEE DESCRIPTION
 LX6391_SETTING: 0 = UNSPECIFIED SETTING
 LX6391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6391
 LX6391  HISTORY     - Date     Condition        Report By
 LX6391  HISTORY     - 1976     MONUMENTED       NGS
 LX6391
 LX6391                          STATION DESCRIPTION
 LX6391
 LX6391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6391'THE STATION IS THE APEX OF THE SPIRE ATOP THE WALLINGFORD
 LX6391'FIRST CONGREGATIONAL CHURCH.  IT IS GREY IN COLOR AND ABOUT 70
 LX6391'FEET HIGH.  IT IS LOCATED AT THE CORNER OF MAIN STREET AND
 LX6391'CENTER STREET IN WALLINGFORD.
 LX6391'
 LX6391'DESCRIBED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6378 ***********************************************************************
 LX6378  DESIGNATION -  WALLINGFORD SANITARIUM TANK
 LX6378  PID         -  LX6378
 LX6378  STATE/COUNTY-  CT/NEW HAVEN
 LX6378  USGS QUAD   -  BRANFORD (1984)
 LX6378
 LX6378                         *CURRENT SURVEY CONTROL
 LX6378  ___________________________________________________________________
 LX6378* NAD 83(1996)-  41 28 22.07827(N)    072 51 34.01662(W)     ADJUSTED  
 LX6378* NAVD 88     -                                                        
 LX6378  ___________________________________________________________________
 LX6378  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 LX6378  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX6378
 LX6378  HORZ ORDER  -  THIRD
 LX6378
 LX6378.The horizontal coordinates were established by classical geodetic methods
 LX6378.and adjusted by the National Geodetic Survey in August 1998..
 LX6378
 LX6378
 LX6378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6378
 LX6378.The geoid height was determined by GEOID03.
 LX6378
 LX6378;                    North         East     Units Scale Factor Converg.
 LX6378;SPC CT       -   223,423.933   295,658.361   MT  0.99998370   -0 04 21.3
 LX6378;SPC CT       -   733,016.69    970,005.81   sFT  0.99998370   -0 04 21.3
 LX6378;UTM  18      - 4,593,456.148   678,736.233   MT  0.99999316   +1 25 04.7
 LX6378
 LX6378                          SUPERSEDED SURVEY CONTROL
 LX6378
 LX6378  NAD 83(1992)-  41 28 22.07745(N)    072 51 34.01666(W) AD(       ) 4
 LX6378  NAD 83(1986)-  41 28 22.07941(N)    072 51 34.01892(W) AD(       ) 4
 LX6378  NAD 27      -  41 28 21.73079(N)    072 51 35.63987(W) AD(       ) 3
 LX6378
 LX6378.Superseded values are not recommended for survey control.
 LX6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6378.See file dsdata.txt to determine how the superseded data were derived.
 LX6378
 LX6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7873693456(NAD 83)
 LX6378_MARKER: 53 = ELEVATED TANK
 LX6378
 LX6378  HISTORY     - Date     Condition        Report By
 LX6378  HISTORY     - 1942     FIRST OBSERVED   CGS
 LX6378  HISTORY     - 1976     GOOD             NGS
 LX6378  HISTORY     - 1981     GOOD             NGS
 LX6378  HISTORY     - 1982     GOOD             NGS
 LX6378  HISTORY     - 1989     GOOD             USPSQD
 LX6378
 LX6378                          STATION DESCRIPTION
 LX6378
 LX6378'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6378'LOCATED ON THE GROUNDS OF THE GAYLORD SANITARIUM, ABOUT 2 MILES S
 LX6378'AND W OF WALLINGFORD.  TANK IS A TALL FOUR-LEGGED STRUCTURE, 140
 LX6378'FEET HIGH, SILVER COLORED, WITH A 3-FT. PIPE RUNNING THROUGH THE
 LX6378'CENTER.  TANK IS 24 FEET IN DIAMETER AT THE TOP, LEGS ARE SET AT
 LX6378'A DISTANCE OF 36 FEET APART.  IT IS LOCATED ABOUT 72 FEET S AND W
 LX6378'OF THE CARPENTER SHOP AND ABOUT 300 FEET N AND W OF THE STAFF
 LX6378'HOUSE.
 LX6378'
 LX6378'TO REACH FROM THE ENTRANCE OF THE GAYLORD SANITARIUM, PROCEED
 LX6378'WESTERLY THROUGH GROUNDS, TO THE W SIDE OF THE PROPERTY FOR 0.25
 LX6378'MILE TO TANK.
 LX6378
 LX6378                          STATION RECOVERY (1976)
 LX6378
 LX6378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6378'THE STATION IS THE BALL ATOP THE WALLINGFORD GAYLORD
 LX6378'SANITARIUM TANK WHICH IS OWNED BY GAYLORD SANITARIUM.  THE
 LX6378'TANK IS SUPPORTED BY FOUR RED LEGS, IS PAINTED BLUE WITH A
 LX6378'SILVER CONICAL TOP AND IS ABOUT 140 FEET HIGH.  IT IS ABOUT
 LX6378'2-1/4 MILES NORTHWEST OF WALLINGFORD, 2-1/4 MILES SOUTHWEST
 LX6378'OF YALESVILLE AND 2-3/4 MILES SOUTHEAST OF CHESHIRE.
 LX6378'
 LX6378'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX6378'10 AND 68 IN CHESHIRE, GO SOUTH ON HIGHWAY 10 FOR 0.1 MILE TO
 LX6378'THE JUNCTION OF WALLINGFORD ROAD ON THE LEFT.  TURN LEFT AND
 LX6378'GO SOUTHEASTERLY ON WALLINGFORD ROAD FOR 2.95 MILES TO THE
 LX6378'GAYLORD SANITARIUM ON THE RIGHT AND THE STATION ON THE RIGHT
 LX6378'ABOUT 300 FEET SOUTH OF THE ROAD.
 LX6378'
 LX6378'DESCRIBED BY W.R. ODUM.
 LX6378
 LX6378                          STATION RECOVERY (1981)
 LX6378
 LX6378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6378'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TANK IS NOW
 LX6378'THE TALLEST ONE OF TWO TANKS.  THE NAME OF THE WALLINGFORD
 LX6378'SANITARIUM HAS BEEN CHANGED TO GAYLORD HOSPITAL.
 LX6378'
 LX6378'THE STATION, IS THE BALL ATOP THE CONICAL SHAPED ROOF,
 LX6378'4 LEGGED, FADED SILVER, GAYLORD HOSPITAL TANK,
 LX6378'THAT IS ABOUT 30.5 METERS (100 FT) HIGH,
 LX6378'WITH THE LETTER (G) ON THE NORTH AND SOUTH SIDES.
 LX6378'
 LX6378'THE STATION IS LOCATED ON THE HOSPITAL GROUNDS.
 LX6378'OWNERSHIP--GAYLORD HOSPITAL, WALLINGFORD CT.
 LX6378
 LX6378                          STATION RECOVERY (1982)
 LX6378
 LX6378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6378'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 LX6378'DESCRIBED IN 1981.
 LX6378'
 LX6378'DESCRIBED BY G.R. HEID.
 LX6378
 LX6378                          STATION RECOVERY (1989)
 LX6378
 LX6378'RECOVERY NOTE BY US POWER SQUADRON 1989 (RC)
 LX6378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3504 ***********************************************************************
 LX3504  DESIGNATION -  WALNUT MTN
 LX3504  PID         -  LX3504
 LX3504  STATE/COUNTY-  CT/LITCHFIELD
 LX3504  USGS QUAD   -  TORRINGTON (1984)
 LX3504
 LX3504                         *CURRENT SURVEY CONTROL
 LX3504  ___________________________________________________________________
 LX3504* NAD 83(1996)-  41 51 17.09167(N)    073 06 52.61797(W)     ADJUSTED  
 LX3504* NAVD 88     -       404.1    (meters)    1326.     (feet)  VERTCON   
 LX3504  ___________________________________________________________________
 LX3504  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 LX3504  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX3504
 LX3504  HORZ ORDER  -  FIRST
 LX3504
 LX3504.The horizontal coordinates were established by classical geodetic methods
 LX3504.and adjusted by the National Geodetic Survey in August 1998..
 LX3504
 LX3504.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3504
 LX3504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3504
 LX3504.The geoid height was determined by GEOID03.
 LX3504
 LX3504;                    North         East     Units Scale Factor Converg.
 LX3504;SPC CT       -   265,903.238   274,523.411   MT  0.99999881   -0 14 30.3
 LX3504;SPC CT       -   872,384.21    900,665.56   sFT  0.99999881   -0 14 30.3
 LX3504;SPC MA M     -   846,205.161    65,934.367   MT  0.99998267   -1 05 04.5
 LX3504;SPC MA M     - 2,776,258.10    216,319.67   sFT  0.99998267   -1 05 04.5
 LX3504;UTM  18      - 4,635,367.661   656,500.751   MT  0.99990139   +1 15 29.8
 LX3504
 LX3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3504!SPC CT       -   0.99994118  x   0.99999881  =   0.99993999
 LX3504!SPC MA M     -   0.99994118  x   0.99998267  =   0.99992385
 LX3504!UTM  18      -   0.99994118  x   0.99990139  =   0.99984258
 LX3504
 LX3504:                Primary Azimuth Mark                     Grid Az
 LX3504:SPC CT       -  PLACE                                    073 40 25.6
 LX3504:SPC MA M     -  PLACE                                    074 30 59.8
 LX3504:UTM  18      -  PLACE                                    072 10 25.5
 LX3504
 LX3504|---------------------------------------------------------------------|
 LX3504| PID    Reference Object                     Distance      Geod. Az  |
 LX3504|                                                           dddmmss.s |
 LX3504| LX3472 PLACE                               APPROX. 8.5 KM 0732555.3 |
 LX3504| CB5103 WALNUT MTN RM 1                      16.353 METERS 11139     |
 LX3504| LX3503 WALNUT MTN TP                        30.478 METERS 15005     |
 LX3504| CB5104 WALNUT MTN RM 2                      17.316 METERS 20705     |
 LX3504|---------------------------------------------------------------------|
 LX3504
 LX3504                          SUPERSEDED SURVEY CONTROL
 LX3504
 LX3504  NAD 83(1996)-  41 51 17.09153(N)    073 06 52.61819(W) AD(       ) 1
 LX3504  NAD 83(1992)-  41 51 17.09209(N)    073 06 52.61875(W) AD(       ) 1
 LX3504  NAD 83(1992)-  41 51 17.09301(N)    073 06 52.61937(W) AD(       ) 1
 LX3504  NAD 83(1986)-  41 51 17.09285(N)    073 06 52.61988(W) AD(       ) 1
 LX3504  NAD 27      -  41 51 16.74328(N)    073 06 54.22073(W) AD(       ) 1
 LX3504  NGVD 29 (07/19/86)  404.3    (m)         1326.     (f) VERT ANG       
 LX3504
 LX3504.Superseded values are not recommended for survey control.
 LX3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3504.See file dsdata.txt to determine how the superseded data were derived.
 LX3504
 LX3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5650135368(NAD 83)
 LX3504_MARKER: DS = TRIANGULATION STATION DISK
 LX3504_SETTING: 66 = SET IN ROCK OUTCROP
 LX3504_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3504
 LX3504  HISTORY     - Date     Condition        Report By
 LX3504  HISTORY     - 1980     MONUMENTED       NGS
 LX3504
 LX3504                          STATION DESCRIPTION
 LX3504
 LX3504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3504'THE STATION IS LOCATED 9.0 KM (5-1/2 MI) SOUTH-SOUTHEAST OF
 LX3504'WINSTED, 5.6 KM (3-1/2 MI) NORTH OF TORRINGTON,
 LX3504'1.5 KM (1.0 MI) WEST OF STATE HIGHWAY 8, IN PAUGNUT STATE
 LX3504'PARK, ON WALNUT MOUNTAIN, IN A WOODED AREA AND AT THE END OF A
 LX3504'TRACK ROAD.
 LX3504'OWNERSHIP--STATE OF CONNECTICUT-REGION 1, DEPARTMENT OF
 LX3504'ENVIRONMENTAL PROTECTION, MR. ANTHONY CANTELE, PO
 LX3504'BOX 161, PLEASANT VALLEY, CT 06063,  PHONE 212-379-0771.
 LX3504'
 LX3504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 202
 LX3504'AND STATE HIGHWAYS 8 AND 4, IN TORRINGTON.  GO WEST ON STATE
 LX3504'HIGHWAY 4 (EAST ELM STREET) FOR 0.3 KM (0.2 MI) TO THE POST OFFICE
 LX3504'ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 4 FOR 0.5 KM (0.3 MI)
 LX3504'TO A 5-WAY INTERSECTION AT A TEMPORARY TRAFFIC CIRCLE.  BEAR RIGHT
 LX3504'NORTHERLY ON NORTH MAIN STREET FOR 0.7 KM (0.5 MI) TO A FORK.
 LX3504'BEAR LEFT NORTHWEST, ON NEWFIELD ROAD FOR 1.3 KM (0.8 MI)
 LX3504'TO A PAVED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 LX3504'GUERDAT ROAD FOR 1.8 KM (1.1 MI) TO A FORK INTERSECTION WITH MEYER
 LX3504'ROAD.  KEEP RIGHT, STRAIGHT AHEAD FOR 0.2 KM (0.15 MI) TO THE END
 LX3504'OF THE PAVEMENT.  CONTINUE AHEAD ON THE DIRT ROAD FOR 0.6 KM
 LX3504'(0.4 MI) TO A FORK.  BEAR RIGHT FOR 0.5 KM (0.3 MI) TO A NARROW
 LX3504'TRACK ROAD LEFT.  TURN LEFT ON THE WINDING ROAD FOR 0.6 KM (0.35
 LX3504'MI) TO THE END OF THE ROAD AT THE HIGHEST PART OF THE HILL, A
 LX3504'TURN-AROUND AND THE STATION.
 LX3504'
 LX3504'THE STATION IS A STANDARD NGS DISK
 LX3504'STAMPED---WALNUT MTN 1980---,
 LX3504'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3504'13.6 METERS (43.63 FT) NORTHWEST FROM A 60 CM OAK TREE IN THE
 LX3504'CENTER OF THE TURN-AROUND AND AT THE NORTHWEST EDGE OF THE SMALL
 LX3504'TURN-AROUND,
 LX3504'2.05 METERS (6.58 FT) WEST-SOUTHWEST FROM A FOOTING PAD 40 CM
 LX3504'SQUARE THAT PROJECTS 12 CM,
 LX3504'1.75 METERS (5.61 FT) NORTHWEST FROM A FOOTING PAD 40 CM SQUARE
 LX3504'THAT PROJECTS 10 CM,
 LX3504'1.15 METERS (2.69 FT) NORTH-NORTHEAST FROM A FOOTING PAD 40 CM
 LX3504'SQUARE THAT PROJECTS 4 CM, AND
 LX3504'0.7 METERS (2.25 FT) SOUTH-SOUTHEAST FROM A FOOTING PAD
 LX3504'40 CM SQUARE THAT PROJECTS 10 CM.
 LX3504'
 LX3504'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 LX3504'STAMPED---WALNUT MTN NO 1 1980---,
 LX3504'SET INTO THE TOP OF A BOULDER OF 2 METERS
 LX3504'LARGEST DIMENSION.  IT IS LOCATED
 LX3504'14.5 METERS (46.52 FT) EAST-SOUTHEAST FROM A 40 CM SQUARE PAD, THE
 LX3504'SOUTHEAST ONE OF 4, AND
 LX3504'11.2 METERS (35.93 FT) EAST-NORTHEAST FROM A 60 CM OAK TREE THAT
 LX3504'IS IN THE CENTER OF A SMALL TURN-AROUND.
 LX3504'MARK IS BELOW STATION 0.5 METERS.
 LX3504'
 LX3504'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3504'STAMPED---WALNUT MTN NO 2 1980---,
 LX3504'SET INTO THE TOP OF A BOULDER OF 2 METERS
 LX3504'LARGEST DIMENSION.  IT IS LOCATED
 LX3504'17.1 METERS (54.86 FT) SOUTHWEST FROM SOUTHEAST ONE OF FOUR 40 CM
 LX3504'SQUARE PADS, AND
 LX3504'5.4 METERS (17.32 FT) WEST FROM THE SOUTH END OF A SMALL RIDGE OF
 LX3504'ROCK OUTCROP.
 LX3504'MARK IS BELOW STATION 1 METERS.
 LX3504'
 LX3504'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 27 METERS.
 LX3504'
 LX3504'DESCRIBED BY W. R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3679 ***********************************************************************
 LX3679  DESIGNATION -  WALNUT=WALNUT 2
 LX3679  PID         -  LX3679
 LX3679  STATE/COUNTY-  CT/NEW HAVEN
 LX3679  USGS QUAD   -  SOUTHBURY (1984)
 LX3679
 LX3679                         *CURRENT SURVEY CONTROL
 LX3679  ___________________________________________________________________
 LX3679* NAD 83(1996)-  41 28 47.56697(N)    073 10 26.92308(W)     ADJUSTED  
 LX3679* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 LX3679  ___________________________________________________________________
 LX3679  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 LX3679  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3679
 LX3679  HORZ ORDER  -  FIRST
 LX3679
 LX3679.The horizontal coordinates were established by classical geodetic methods
 LX3679.and adjusted by the National Geodetic Survey in August 1998..
 LX3679
 LX3679.The orthometric height was scaled from a topographic map.
 LX3679
 LX3679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3679
 LX3679.The geoid height was determined by GEOID03.
 LX3679
 LX3679;                    North         East     Units Scale Factor Converg.
 LX3679;SPC CT       -   224,291.419   269,375.867   MT  0.99998358   -0 16 52.4
 LX3679;SPC CT       -   735,862.76    883,777.32   sFT  0.99998358   -0 16 52.4
 LX3679;UTM  18      - 4,593,639.603   652,441.263   MT  0.99988598   +1 12 34.6
 LX3679
 LX3679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3679!SPC CT       -   0.99996669  x   0.99998358  =   0.99995027
 LX3679!UTM  18      -   0.99996669  x   0.99988598  =   0.99985268
 LX3679
 LX3679|---------------------------------------------------------------------|
 LX3679| PID    Reference Object                     Distance      Geod. Az  |
 LX3679|                                                           dddmmss.s |
 LX3679| CB5102 WALNUT RM 2                          44.187 METERS 06131     |
 LX3679| CB5100 WALNUT AZ MK                                       1814513.4 |
 LX3679| LX3596 SOUTHBURY ST TRAINING SCH TANK      APPROX. 9.6 KM 2875427.4 |
 LX3679| CB5101 WALNUT RM 1                         150.465 METERS 34808     |
 LX3679|---------------------------------------------------------------------|
 LX3679
 LX3679                          SUPERSEDED SURVEY CONTROL
 LX3679
 LX3679  NAD 83(1992)-  41 28 47.56651(N)    073 10 26.92332(W) AD(       ) 1
 LX3679  NAD 83(1986)-  41 28 47.56900(N)    073 10 26.92520(W) AD(       ) 1
 LX3679  NAD 27      -  41 28 47.22300(N)    073 10 28.52500(W) AD(       ) 1
 LX3679
 LX3679.Superseded values are not recommended for survey control.
 LX3679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3679.See file dsdata.txt to determine how the superseded data were derived.
 LX3679
 LX3679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5244193640(NAD 83)
 LX3679_MARKER: Z = SEE DESCRIPTION
 LX3679_SETTING: 0 = UNSPECIFIED SETTING
 LX3679
 LX3679  HISTORY     - Date     Condition        Report By
 LX3679  HISTORY     - 1938     MONUMENTED       CTGS
 LX3679  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3679  HISTORY     - 1951     SEE DESCRIPTION  USGS
 LX3679  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3679  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LX3679
 LX3679                          STATION DESCRIPTION
 LX3679
 LX3679'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX3679'STATION IS ON A BARREN HILL ABOUT 1 MILE NNW OF SOUTHFORD CENTER
 LX3679'IN TOWN OF SOUTHBURY.
 LX3679'
 LX3679'IT IS A BRONZE DISK, STAMPED WALNUT-1938, SET IN SQUARE CONCRETE
 LX3679'POST ABOUT 175 YARDS W OF N-S FENCE LINE AND 500 FEET S OF E-W
 LX3679'FENCE LINE ON HIGH POINT OF GRASSY HILL.  ED MOLANE OWNER.
 LX3679'
 LX3679'REFERENCE MARK NO. 1 IS A BRONZE DISK, STAMPED WALNUT-NO. 1-1938,
 LX3679'SET IN SQUARE CONCRETE POST 493.7 FEET NNW OF STATION, 4 FEET S
 LX3679'OF E-W FENCE LINE AND 80 FEET E OF N-S FENCE LINE.
 LX3679'
 LX3679'REFERENCE MARK NO. 2 IS A BRONZE DISK, STAMPED WALNUT-NO. 2-1938,
 LX3679'SET IN OUTCROP 4 FEET BY 3 FEET BY 1 FOOT AND 145.04 FEET ENE OF
 LX3679'STATION.
 LX3679'
 LX3679'AZIMUTH MARK IS A BRONZE DISK, STAMPED WALNUT-1938, SET IN
 LX3679'OUTCROP 1 BY 1 FEET BY 2 INCHES, ABOUT 650 FEET S OF STATION,
 LX3679'200 FEET S OF OLD E-W FENCE LINE AND 150 FEET E OF N-S FENCE LINE.
 LX3679'
 LX3679'TO REACH FROM INTERSECTION OF ROUTES 188 AND 67 GO N ON ROUTE
 LX3679'188 (OVER RAILROAD TRACKS) 0.45 MILE TO TAR ROAD LEFT (W).  GO
 LX3679'W ON THIS ROAD 0.1 MILE AND TURN RIGHT (N) ON SAME TAR ROAD AND GO
 LX3679'0.65 MILE TO DRIVE LEFT (W).  TURN IN DRIVE PAST BARN ON N AND GO
 LX3679'UPHILL 1000 FEET TO TOP OF HILL AND STATION (0.2 MILE).
 LX3679
 LX3679                          STATION RECOVERY (1942)
 LX3679
 LX3679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3679'STATION WAS RECOVERED AS DESCRIBED IN 1938.  ALL MARKS ARE IN GOOD
 LX3679'CONDITION AND THE DISTANCES WERE CHECKED AND FOUND CORRECT.  THE
 LX3679'ORIGINAL DESCRIPTION IS ADEQUATE.
 LX3679
 LX3679                          STATION RECOVERY (1951)
 LX3679
 LX3679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LX3679'STATION WAS FOUND LEANING AT 45-INCH ANGLE AT EDGE OF NEW
 LX3679'FOUNDATION FOR HOUSE.
 LX3679'
 LX3679'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 LX3679
 LX3679                          STATION RECOVERY (1972)
 LX3679
 LX3679'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX3679'WALNUT NO. 1 1938 EXCELLENT
 LX3679'
 LX3679'WALNUT NO. 1 1938 EXCELLENT
 LX3679'
 LX3679'WALNUT NO. 2 1938 EXCELLENT
 LX3679'
 LX3679'AZIMUTH MARK - WALNUT 1938 FAIR
 LX3679'
 LX3679'STATION IS 17.4 FEET NORTH OF THE NORTHWEST CORNER OF GARAGE
 LX3679'ATTACHED TO HOUSE AND 34 FEET NORTHWEST OF NORTHEAST CORNER OF
 LX3679'SAME GARAGE.  RM 1 IS 92 FEET EAST OF THE NORTH-SOUTH FENCE LINE.
 LX3679'
 LX3679'TO REACH FROM THE INTERSECTION OF CONN. 67 (SEYMOUR ROAD) AND
 LX3679'CONN. 188 (STRONGTOWN ROAD) IN THE TOWN OF SOUTHBURY, GO NORTH
 LX3679'0.44 MILE ON CONN. 67 TO BUCKS HILL ROAD ON LEFT.  FOLLOW BUCKS
 LX3679'HILL ROAD NORTHWESTERLY FOR 0.74 MILE TO A BITUMINOUS DRIVE
 LX3679'LEFT.  PROCEED WESTERLY UP DRIVE FOR 0.17 MILE TO HOUSE AND
 LX3679'STATION.
 LX3679
 LX3679                          STATION RECOVERY (1973)
 LX3679
 LX3679'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LX3679'WALNUT 2, 1938-1973 EXCELLENT
 LX3679'
 LX3679'WALNUT NO. 1 1938 EXCELLENT
 LX3679'
 LX3679'WALNUT NO. 2 1938 EXCELLENT
 LX3679'
 LX3679'AZIMUTH MARK-WALNUT 1938 FAIR
 LX3679'
 LX3679'ON APRIL 17, 1973, SURFACE MARK WAS DUG OUT AND THE SUB-SURFACE
 LX3679'MARK (WALNUT 1938) WAS FOUND IN EXCELLENT CONDITION.  THE SURFACE
 LX3679'MARK WAS FOUND TO HAVE MOVED ABOUT 0.15 FEET SOUTH-15 DEG-WEST.
 LX3679'
 LX3679'FOUR INCHES OF SAND WAS PLACED OVER THE SUB-SURFACE MARK.  ABOUT
 LX3679'EIGHT INCHES WAS CUT OFF THE BOTTOM OF THE SURFACE MARK BEFORE
 LX3679'PLACING IT IN A BASE OF CONCRETE AT THE BOTTOM OF THE HOLE.  THIS
 LX3679'WAS DONE BECAUSE THE TOP OF THE SURFACE MARK WAS ABOUT SIX INCHES
 LX3679'ABOVE THE LAWN SURFACE.
 LX3679'
 LX3679'THE SURFACE MARK WAS RESTAMPED WALNUT 2, 1973 AND REPLACED IN THE
 LX3679'EXACT HORIZONTAL POSITION AS THE SUB-SURFACE MARK.
 LX3679'
 LX3679'THE TOP OF THE STATION IS FLUSH WITH THE LAWN SURFACE.  IT
 LX3679'APPEARS TO BE LEANING SOUTH SLIGHTLY.  THIS WAS DUE TO MOVING IT
 LX3679'INTO POSITION.
 LX3679'
 LX3679'PROPERTY OWNER THEODORE D. PALLMAN SHOULD BE CONTACTED FOR
 LX3679'PERMISSION BEFORE USING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3412 ***********************************************************************
 LW3412  DESIGNATION -  WAMPHASSUC
 LW3412  PID         -  LW3412
 LW3412  STATE/COUNTY-  CT/NEW LONDON
 LW3412  USGS QUAD   -  MYSTIC (1984)
 LW3412
 LW3412                         *CURRENT SURVEY CONTROL
 LW3412  ___________________________________________________________________
 LW3412* NAD 83(1996)-  41 19 52.45687(N)    071 55 09.44389(W)     ADJUSTED  
 LW3412* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 LW3412  ___________________________________________________________________
 LW3412  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 LW3412  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LW3412
 LW3412  HORZ ORDER  -  SECOND
 LW3412
 LW3412.The horizontal coordinates were established by classical geodetic methods
 LW3412.and adjusted by the National Geodetic Survey in August 1998..
 LW3412
 LW3412.The orthometric height was scaled from a topographic map.
 LW3412
 LW3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3412
 LW3412.The geoid height was determined by GEOID03.
 LW3412
 LW3412;                    North         East     Units Scale Factor Converg.
 LW3412;SPC CT       -   208,030.561   374,339.668   MT  0.99998935   +0 33 02.9
 LW3412;SPC CT       -   682,513.60  1,228,146.06   sFT  0.99998935   +0 33 02.9
 LW3412;SPC RI       -    27,616.423    64,900.338   MT  1.00000891   -0 16 36.9
 LW3412;SPC RI       -    90,604.88    212,927.19   sFT  1.00000891   -0 16 36.9
 LW3412;SPC NY L     -   131,394.960   474,170.448   MT  1.00003011   +1 21 39.4
 LW3412;SPC NY L     -   431,084.96  1,555,674.21   sFT  1.00003011   +1 21 39.4
 LW3412;UTM  19      - 4,579,640.739   255,702.802   MT  1.00033455   -1 55 44.0
 LW3412;UTM  18      - 4,580,108.328   757,807.075   MT  1.00041805   +2 02 08.4
 LW3412
 LW3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3412!SPC CT       -   1.00000344  x   0.99998935  =   0.99999279
 LW3412!SPC RI       -   1.00000344  x   1.00000891  =   1.00001235
 LW3412!SPC NY L     -   1.00000344  x   1.00003011  =   1.00003355
 LW3412!UTM  19      -   1.00000344  x   1.00033455  =   1.00033799
 LW3412!UTM  18      -   1.00000344  x   1.00041805  =   1.00042149
 LW3412
 LW3412:                Primary Azimuth Mark                     Grid Az
 LW3412:SPC CT       -  SPALDING BARN CUPOLA                     021 23 48.7
 LW3412:SPC RI       -  SPALDING BARN CUPOLA                     022 13 28.5
 LW3412:SPC NY L     -  SPALDING BARN CUPOLA                     020 35 12.2
 LW3412:UTM  19      -  SPALDING BARN CUPOLA                     023 52 35.6
 LW3412:UTM  18      -  SPALDING BARN CUPOLA                     019 54 43.2
 LW3412
 LW3412|---------------------------------------------------------------------|
 LW3412| PID    Reference Object                     Distance      Geod. Az  |
 LW3412|                                                           dddmmss.s |
 LW3412| LW3372 SPALDING BARN CUPOLA                APPROX. 1.7 KM 0215651.6 |
 LW3412| LW3363 MARCUS BARN GABLE                   APPROX. 3.8 KM 0215707.1 |
 LW3412| LW3369 STONINGTON FLAGPOLE                 APPROX. 1.4 KM 0482005.1 |
 LW3412| LW3361 STONINGTON TOWN HALL TOWER          APPROX. 1.8 KM 0575748.0 |
 LW3412| LW3359 AMERICAN VELVET CO STACK            APPROX. 1.9 KM 0660358.9 |
 LW3412| LW3371 STONINGTON INNER BREAKWATER LT      APPROX. 0.8 KM 0950738.0 |
 LW3412| LW3374 ATWOOD MACHINE CO CUPOLA            APPROX. 1.0 KM 0954508.5 |
 LW3412| LW3370 ATWOOD MACHINE CO STACK             APPROX. 1.0 KM 0960037.4 |
 LW3412| LW3420 STONINGTON BREAKWATER LT            APPROX. 0.9 KM 1425243.0 |
 LW3412| LW3418 STONINGTON OUTER BREAKWATER LT      APPROX. 1.9 KM 1501140.9 |
 LW3412| CB8633 WAMPHASSUC RM 1                      26.430 METERS 20922     |
 LW3412| LW3414 WILCOX LOOKOUT TOWER                APPROX. 2.2 KM 2943237.2 |
 LW3412| LW3395 MYSTIC FIRST BAP CHURCH SPIRE       APPROX. 5.2 KM 2992401.8 |
 LW3412| CB8634 WAMPHASSUC RM 2                      29.510 METERS 32522     |
 LW3412| LW3403 FINDLAYS CHIMNEY                    APPROX. 2.1 KM 3435002.2 |
 LW3412| LW3406 PALMERS FLAGPOLE                    APPROX. 3.4 KM 3464850.5 |
 LW3412| LW3411 WAMPHASSUC BARN CUPOLA              APPROX. 1.0 KM 3523312.9 |
 LW3412|---------------------------------------------------------------------|
 LW3412
 LW3412                          SUPERSEDED SURVEY CONTROL
 LW3412
 LW3412  NAD 83(1992)-  41 19 52.45558(N)    071 55 09.44308(W) AD(       ) 2
 LW3412  NAD 83(1986)-  41 19 52.45563(N)    071 55 09.44654(W) AD(       ) 2
 LW3412  NAD 27      -  41 19 52.10220(N)    071 55 11.20211(W) AD(       ) 2
 LW3412
 LW3412.Superseded values are not recommended for survey control.
 LW3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3412.See file dsdata.txt to determine how the superseded data were derived.
 LW3412
 LW3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5570379641(NAD 83)
 LW3412_MARKER: DS = TRIANGULATION STATION DISK
 LW3412_SETTING: 80 = SET IN A BOULDER
 LW3412_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LW3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3412+STABILITY: SURFACE MOTION
 LW3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW3412+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW3412
 LW3412  HISTORY     - Date     Condition        Report By
 LW3412  HISTORY     - 1934     MONUMENTED       CGS
 LW3412  HISTORY     - 1948     GOOD             CGS
 LW3412  HISTORY     - 1954     GOOD             CGS
 LW3412  HISTORY     - 1989     GOOD             USPSQD
 LW3412  HISTORY     - 20020219 GOOD             USPSQD
 LW3412
 LW3412                          STATION DESCRIPTION
 LW3412
 LW3412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3412'THE STATION IS LOCATED ON WAMPHASSUC POINT, W OF STONINGTON
 LW3412'HARBOR.  IT IS ABOUT 150 METERS NORTHERLY OF THE SHORE LINE,
 LW3412'120 METERS E OF A DIRT ROAD KNOWN AS COVE ROAD AND WHICH LEADS
 LW3412'N TO U.S. HIGHWAY 1, AND 30 METERS N OF E AND W DIRT ROAD.  THE
 LW3412'STATION IS MARKED BY A STANDARD DISK SET IN A DRILL HOLE
 LW3412'IN THE TOP OF A LARGE BOULDER ONE METER ABOVE GROUND, IN A
 LW3412'VACANT LOT HEAVILY COVERED WITH BRUSH AND BELONGING TO MARION
 LW3412'ANDERSON.
 LW3412'
 LW3412'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LW3412'IN A BOULDER AS DESCRIBED IN NOTE 4.
 LW3412'
 LW3412'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER AS
 LW3412'DESCRIBED IN NOTE 12C.
 LW3412'
 LW3412'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 LW3412'THE TOP OF A BOULDER NEAR THE ROAD, SW OF THE STATION.
 LW3412'
 LW3412'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN THE TOP OF A
 LW3412'FLAT BOULDER ON THE PROPERTY LINE NW OF THE STATION.
 LW3412'
 LW3412'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3412
 LW3412                          STATION RECOVERY (1948)
 LW3412
 LW3412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3412'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD
 LW3412'CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND, PROBABLY
 LW3412'DUE TO HEAVY UNDERGROWTH.  DESCRIPTION IS ADEQUATE.
 LW3412
 LW3412                          STATION RECOVERY (1954)
 LW3412
 LW3412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3412'STATION AND REFERENCE MARK 2 RECOVERED IN GOOD
 LW3412'CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND.  THE BOULDER
 LW3412'IN WHICH IT WAS SET, HAS PROBABLY BEEN REMOVED.  ORIGINAL
 LW3412'DESCRIPTION IS OTHERWISE ADEQUATE AND COMPLETE.
 LW3412
 LW3412                          STATION RECOVERY (1989)
 LW3412
 LW3412'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3412'RECOVERED IN GOOD CONDITION.
 LW3412
 LW3412                          STATION RECOVERY (2002)
 LW3412
 LW3412'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3412'STATION NOT FOUND. RM1 30 FEET N OF E/W ROAD, RM2 43 FT ESE OF
 LW3412'GARAGE/GREENHOUSE. STATION LOCATION IMPENETRABLE WITH BRAMBLES AND
 LW3412'BRIARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3411 ***********************************************************************
 LW3411  DESIGNATION -  WAMPHASSUC BARN CUPOLA
 LW3411  PID         -  LW3411
 LW3411  STATE/COUNTY-  CT/NEW LONDON
 LW3411  USGS QUAD   -  MYSTIC (1984)
 LW3411
 LW3411                         *CURRENT SURVEY CONTROL
 LW3411  ___________________________________________________________________
 LW3411* NAD 83(1996)-  41 20 25.20205(N)    071 55 15.12268(W)     ADJUSTED  
 LW3411* NAVD 88     -                                                        
 LW3411  ___________________________________________________________________
 LW3411  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 LW3411  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3411
 LW3411  HORZ ORDER  -  THIRD
 LW3411
 LW3411.The horizontal coordinates were established by classical geodetic methods
 LW3411.and adjusted by the National Geodetic Survey in August 1998..
 LW3411
 LW3411
 LW3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3411
 LW3411.The geoid height was determined by GEOID03.
 LW3411
 LW3411;                    North         East     Units Scale Factor Converg.
 LW3411;SPC CT       -   209,039.428   374,197.932   MT  0.99998880   +0 32 59.2
 LW3411;SPC CT       -   685,823.52  1,227,681.05   sFT  0.99998880   +0 32 59.2
 LW3411;SPC RI       -    28,627.252    64,773.188   MT  1.00000902   -0 16 40.8
 LW3411;SPC RI       -    93,921.24    212,510.03   sFT  1.00000902   -0 16 40.8
 LW3411;UTM  19      - 4,580,655.145   255,604.815   MT  1.00033514   -1 55 49.0
 LW3411;UTM  18      - 4,581,113.614   757,639.168   MT  1.00041698   +2 02 05.9
 LW3411
 LW3411                          SUPERSEDED SURVEY CONTROL
 LW3411
 LW3411  NAD 83(1992)-  41 20 25.20076(N)    071 55 15.12188(W) AD(       ) 4
 LW3411  NAD 83(1986)-  41 20 25.20091(N)    071 55 15.12523(W) AD(       ) 4
 LW3411  NAD 27      -  41 20 24.84800(N)    071 55 16.88100(W) AD(       ) 3
 LW3411
 LW3411.Superseded values are not recommended for survey control.
 LW3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3411.See file dsdata.txt to determine how the superseded data were derived.
 LW3411
 LW3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5560580655(NAD 83)
 LW3411_MARKER: 86 = CUPOLA
 LW3411
 LW3411  HISTORY     - Date     Condition        Report By
 LW3411  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3411  HISTORY     - 1966     GOOD             CGS
 LW3411  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LW3411  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 LW3411
 LW3411                          STATION DESCRIPTION
 LW3411
 LW3411'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3411'THE BARN IS ON THE W SLOPE OF THE HILL 300 YARDS S OF THE NEW
 LW3411'YORK, NEW HAVEN AND HARTFORD RAILROAD ON WAMPHASSUC POINT.  IT IS
 LW3411'JUST S OF THE POWER LINE AND AT THE E SIDE OF A VERY OLD APPLE
 LW3411'ORCHARD.  THERE IS NO HOUSE NEAR THE BARN.  IT IS A LARGE WOODEN
 LW3411'STRUCTURE WITH A WOOD-SHINGLE ROOF.  THE CUPOLA IS SQUARE AND IN
 LW3411'THE CENTER OF THE BARN.  THE STATION IS THE CENTER LINE OF THE
 LW3411'CUPOLA.
 LW3411
 LW3411                          STATION RECOVERY (1966)
 LW3411
 LW3411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3411'STATION RECOVERED AS DESCRIBED.
 LW3411'
 LW3411'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3411'1 MILE WEST OF STONNINGTON.
 LW3411
 LW3411                          STATION RECOVERY (1989)
 LW3411
 LW3411'RECOVERY NOTE BY US POWER SQUADRON 1989 (FW)
 LW3411'MARK NOT FOUND.
 LW3411
 LW3411                          STATION RECOVERY (2002)
 LW3411
 LW3411'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW3411'PRESUMED DESTROYED BY NEW RESIDENTIAL CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6843 ***********************************************************************
 LX6843  DESIGNATION -  WANNERSTROMS SILO
 LX6843  PID         -  LX6843
 LX6843  STATE/COUNTY-  CT/MIDDLESEX
 LX6843  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6843
 LX6843                         *CURRENT SURVEY CONTROL
 LX6843  ___________________________________________________________________
 LX6843* NAD 83(1996)-  41 37 27.78743(N)    072 36 06.99332(W)     ADJUSTED  
 LX6843* NAVD 88     -                                                        
 LX6843  ___________________________________________________________________
 LX6843  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 LX6843  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX6843
 LX6843  HORZ ORDER  -  THIRD
 LX6843
 LX6843.The horizontal coordinates were established by classical geodetic methods
 LX6843.and adjusted by the National Geodetic Survey in August 1998..
 LX6843
 LX6843
 LX6843.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6843
 LX6843.The geoid height was determined by GEOID03.
 LX6843
 LX6843;                    North         East     Units Scale Factor Converg.
 LX6843;SPC CT       -   240,264.248   317,138.954   MT  0.99998439   +0 05 53.4
 LX6843;SPC CT       -   788,266.95  1,040,480.05   sFT  0.99998439   +0 05 53.4
 LX6843;UTM  18      - 4,610,851.359   699,772.033   MT  1.00009114   +1 35 36.3
 LX6843
 LX6843                          SUPERSEDED SURVEY CONTROL
 LX6843
 LX6843  NAD 83(1992)-  41 37 27.78682(N)    072 36 06.99328(W) AD(       ) 4
 LX6843  NAD 83(1986)-  41 37 27.78864(N)    072 36 06.99511(W) AD(       ) 4
 LX6843  NAD 27      -  41 37 27.42500(N)    072 36 08.67200(W) AD(       ) 3
 LX6843
 LX6843.Superseded values are not recommended for survey control.
 LX6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6843.See file dsdata.txt to determine how the superseded data were derived.
 LX6843
 LX6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9977210851(NAD 83)
 LX6843
 LX6843  HISTORY     - Date     Condition        Report By
 LX6843  HISTORY     - 1935     MONUMENTED       CGS
 LX6843  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6843  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6843
 LX6843                          STATION DESCRIPTION
 LX6843
 LX6843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6843'THE FARM OF ELMER WANNERSTROM IS 0.8 MILE S OF THE PORTLAND-
 LX6843'GLASTONBURY TOWN LINE ON THE WESTERLY SIDE OF ROUTE 15.  THERE
 LX6843'IS A GROUP OF OLD WEATHER BEATEN BARNS IN VERY BAD REPAIR ON THE
 LX6843'W SIDE OF THE ROAD.  THE SILO IS AT THE S END OF THE ONE THAT HAS
 LX6843'A COMPOSITION ROOF.  THE SILO IS WOOD AND AT ONE TIME WAS PAINTED
 LX6843'RED.  IT IS ALSO IN VERY BAD REPAIR AND LEANS TO THE
 LX6843'SOUTHWARD.  THE STATION IS THE CENTER LINE OF THE SILO AT THE
 LX6843'APEX.  HEIGHT ABOUT 30 FEET.
 LX6843
 LX6843                          STATION RECOVERY (1948)
 LX6843
 LX6843'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6843'THE SILO HAS BEEN REMOVED.  IT IS RECOMMENDED THAT THE STATION
 LX6843'BE CONSIDERED DESTROYED.
 LX6843
 LX6843                          STATION RECOVERY (1997)
 LX6843
 LX6843'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3755 ***********************************************************************
 LW3755  DESIGNATION -  WAPPA
 LW3755  PID         -  LW3755
 LW3755  STATE/COUNTY-  CT/WINDHAM
 LW3755  USGS QUAD   -  PUTNAM (1970)
 LW3755
 LW3755                         *CURRENT SURVEY CONTROL
 LW3755  ___________________________________________________________________
 LW3755* NAD 83(1996)-  41 55 51.09525(N)    071 59 17.01507(W)     ADJUSTED  
 LW3755* NAVD 88     -       215.5    (meters)     707.     (feet)  VERTCON   
 LW3755  ___________________________________________________________________
 LW3755  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 LW3755  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LW3755
 LW3755  HORZ ORDER  -  FIRST
 LW3755
 LW3755.The horizontal coordinates were established by classical geodetic methods
 LW3755.and adjusted by the National Geodetic Survey in August 1998..
 LW3755
 LW3755.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3755
 LW3755.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3755
 LW3755.The geoid height was determined by GEOID03.
 LW3755
 LW3755;                    North         East     Units Scale Factor Converg.
 LW3755;SPC CT       -   274,571.865   367,995.862   MT  1.00000713   +0 30 18.8
 LW3755;SPC CT       -   900,824.53  1,207,333.09   sFT  1.00000713   +0 30 18.8
 LW3755;UTM  19      - 4,646,418.648   252,256.101   MT  1.00035532   -1 59 51.8
 LW3755;UTM  18      - 4,646,487.994   749,724.060   MT  1.00036744   +2 00 49.4
 LW3755
 LW3755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3755!SPC CT       -   0.99997082  x   1.00000713  =   0.99997795
 LW3755!UTM  19      -   0.99997082  x   1.00035532  =   1.00032613
 LW3755!UTM  18      -   0.99997082  x   1.00036744  =   1.00033825
 LW3755
 LW3755:                Primary Azimuth Mark                     Grid Az
 LW3755:SPC CT       -  WOODSTOCK CONG CHURCH SPIRE              030 22 03.3
 LW3755:UTM  19      -  WOODSTOCK CONG CHURCH SPIRE              032 52 13.9
 LW3755:UTM  18      -  WOODSTOCK CONG CHURCH SPIRE              028 51 32.7
 LW3755
 LW3755|---------------------------------------------------------------------|
 LW3755| PID    Reference Object                     Distance      Geod. Az  |
 LW3755|                                                           dddmmss.s |
 LW3755| LW3732 WOODSTOCK CONG CHURCH SPIRE         APPROX. 2.3 KM 0305222.1 |
 LW3755| LW3743 CHANDLER                            APPROX. 6.3 KM 0315135.3 |
 LW3755| CB8635 WAPPA RM 1                           25.039 METERS 10105     |
 LW3755| LW3748 POMFRET SCH CUPOLA                  APPROX. 5.5 KM 1580516.2 |
 LW3755| CB8637 WAPPA RM 3                          158.399 METERS 16957     |
 LW3755| CB8636 WAPPA RM 2                           17.922 METERS 23709     |
 LW3755|---------------------------------------------------------------------|
 LW3755
 LW3755                          SUPERSEDED SURVEY CONTROL
 LW3755
 LW3755  NAD 83(1996)-  41 55 51.09500(N)    071 59 17.01496(W) AD(       ) 1
 LW3755  NAD 83(1992)-  41 55 51.09488(N)    071 59 17.01447(W) AD(       ) 1
 LW3755  NAD 83(1992)-  41 55 51.09498(N)    071 59 17.01470(W) AD(       ) 1
 LW3755  NAD 83(1986)-  41 55 51.09596(N)    071 59 17.01404(W) AD(       ) 1
 LW3755  NAD 27      -  41 55 50.74481(N)    071 59 18.74783(W) AD(       ) 1
 LW3755  NGVD 29 (07/19/86)  215.7    (m)          708.     (f) VERT ANG       
 LW3755
 LW3755.Superseded values are not recommended for survey control.
 LW3755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3755.See file dsdata.txt to determine how the superseded data were derived.
 LW3755
 LW3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5225646419(NAD 83)
 LW3755_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LW3755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3755+STABILITY: SURFACE MOTION
 LW3755
 LW3755  HISTORY     - Date     Condition        Report By
 LW3755  HISTORY     - 1977     MONUMENTED       NGS
 LW3755  HISTORY     - 20030527 GOOD             INDIV
 LW3755
 LW3755                          STATION DESCRIPTION
 LW3755
 LW3755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3755'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF POMFRET,
 LW3755'1-1/2 MILES WEST OF SOUTH WOODSTOCK AND ON PROPERTY OWNED BY
 LW3755'MR. HAROLD BISHOP, BOX 113, WOODSTOCK, CONNECTICUT.
 LW3755'PHONE NO. 928-2225.
 LW3755'
 LW3755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44,
 LW3755'STATE HIGHWAY 169 AND STATE HIGHWAY 97 IN POMFRET, GO WEST ON
 LW3755'HIGHWAY 97 FOR 0.75 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 LW3755'GO NORTH ON QUASSETT ROAD FOR 2.7 MILES TO A REVERSE Y-FORK.
 LW3755'TURN SHARP LEFT AND GO SOUTHWEST ON WEST QUASSETT ROAD FOR
 LW3755'0.3 MILES TO A PAVED DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO
 LW3755'NORTH ON PAVED DRIVEWAY FOR 0.1 MILE TO A HOUSE ON THE RIGHT
 LW3755'AND A LANE LEFT.  TURN LEFT AND GO WEST ON THE LANE FOR
 LW3755'0.1 MILE TO THE STATION AS DESCRIBED.
 LW3755'
 LW3755'STATION MARKS, STAMPED---WAPPA 1977---, ARE STANDARD DISKS.
 LW3755'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE
 LW3755'MONUMENT THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND
 LW3755'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT
 LW3755'40 INCHES BELOW THE GROUND SURFACE.  THEY ARE 29 FEET SOUTHEAST
 LW3755'OF A 48-INCH TREE, 26 FEET WEST OF THE CENTER OF A TRACK ROAD,
 LW3755'20.7 FEET NORTH OF AN OLD ROCK FENCE AND 17.5 FEET SOUTHEAST OF
 LW3755'A METAL WITNESS POST.
 LW3755'A 30-INCH LONG STEEL ROD WAS EMBEDDED IN THE STATION
 LW3755'MONUMENT.
 LW3755'
 LW3755'REFERENCE MARK 1, STAMPED---WAPPA NO 1 1977---, IS A STANDARD
 LW3755'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 LW3755'THE GROUND.  IT IS 17 FEET SOUTH OF THE CENTER OF THE LANE,
 LW3755'16 FEET NORTH OF AN APPLE TREE, 13.5 FEET EAST OF THE CENTER
 LW3755'OF AN ORCHARD ROAD AND AT THE WEST END OF A ROCK FENCE.
 LW3755'
 LW3755'REFERENCE MARK 2, STAMPED---WAPPA NO 2 1977---, IS A STANDARD
 LW3755'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 LW3755'FLUSH WITH THE GROUND.  IT IS 59.5 FEET SOUTHWEST OF THE
 LW3755'48-INCH TREE, 17.5 FEET NORTH OF AN APPLE TREE AND 2.5 FEET
 LW3755'SOUTH OF THE OLD ROCK FENCE.
 LW3755'
 LW3755'REFERENCE MARK 3, STAMPED---WAPPA NO 3 1977---, IS A STANDARD
 LW3755'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 LW3755'THE GROUND.  IT IS 24 FEET NORTHWEST OF AN APPLE TREE, 23 FEET
 LW3755'NORTHEAST OF AN APPLE TREE, 11 FEET SOUTH OF THE CENTER OF AN
 LW3755'ORCHARD ROAD AND 10.5 FEET WEST OF A METAL WITNESS POST.
 LW3755'
 LW3755'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.6 METERS.
 LW3755'
 LW3755'DESCRIBED BY L.K. ZURFLUH.
 LW3755
 LW3755                          STATION RECOVERY (2003)
 LW3755
 LW3755'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LW3755'FOUND STATION AND RM1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0884 ***********************************************************************
 LX0884  DESIGNATION -  WASH
 LX0884  PID         -  LX0884
 LX0884  STATE/COUNTY-  CT/FAIRFIELD
 LX0884  USGS QUAD   -  MILFORD (1984)
 LX0884
 LX0884                         *CURRENT SURVEY CONTROL
 LX0884  ___________________________________________________________________
 LX0884* NAD 83(1996)-  41 12 01.81841(N)    073 06 43.47658(W)     ADJUSTED  
 LX0884* NAVD 88     -         9.731  (meters)      31.93   (feet)  ADJUSTED  
 LX0884  ___________________________________________________________________
 LX0884  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 LX0884  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0884  DYNAMIC HT  -           9.728 (meters)      31.92  (feet)  COMP
 LX0884  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LX0884
 LX0884  HORZ ORDER  -  SECOND
 LX0884  VERT ORDER  -  FIRST     CLASS I
 LX0884
 LX0884.The horizontal coordinates were established by classical geodetic methods
 LX0884.and adjusted by the National Geodetic Survey in August 1998..
 LX0884
 LX0884.The orthometric height was determined by differential leveling
 LX0884.and adjusted by the National Geodetic Survey in June 1991..
 LX0884
 LX0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0884
 LX0884.The geoid height was determined by GEOID03.
 LX0884
 LX0884.The dynamic height is computed by dividing the NAVD 88
 LX0884.geopotential number by the normal gravity value computed on the
 LX0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0884.degrees latitude (g = 980.6199 gals.).
 LX0884
 LX0884.The modeled gravity was interpolated from observed gravity values.
 LX0884
 LX0884;                    North         East     Units Scale Factor Converg.
 LX0884;SPC CT       -   193,240.944   274,429.803   MT  0.99999995   -0 14 24.3
 LX0884;SPC CT       -   633,991.33    900,358.45   sFT  0.99999995   -0 14 24.3
 LX0884;UTM  18      - 4,562,733.642   658,298.938   MT  0.99990841   +1 14 37.8
 LX0884
 LX0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0884!SPC CT       -   1.00000315  x   0.99999995  =   1.00000310
 LX0884!UTM  18      -   1.00000315  x   0.99990841  =   0.99991156
 LX0884
 LX0884|---------------------------------------------------------------------|
 LX0884| PID    Reference Object                     Distance      Geod. Az  |
 LX0884|                                                           dddmmss.s |
 LX0884| CB5113 WASH RM 1                            17.620 METERS 03635     |
 LX0884| CB5114 WASH RM 2                             4.980 METERS 10615     |
 LX0884| LX3692 STRATFORD POINT LIGHTHOUSE          APPROX. 5.4 KM 1721406.2 |
 LX0884|---------------------------------------------------------------------|
 LX0884
 LX0884                          SUPERSEDED SURVEY CONTROL
 LX0884
 LX0884  NAD 83(1992)-  41 12 01.81722(N)    073 06 43.47618(W) AD(       ) 2
 LX0884  NAD 83(1986)-  41 12 01.82125(N)    073 06 43.47991(W) AD(       ) 2
 LX0884  NAD 27      -  41 12 01.47200(N)    073 06 45.08900(W) AD(       ) 2
 LX0884  NGVD 29 (??/??/92)   10.062  (m)           33.01   (f) ADJ UNCH    1 1
 LX0884
 LX0884.Superseded values are not recommended for survey control.
 LX0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0884.See file dsdata.txt to determine how the superseded data were derived.
 LX0884
 LX0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5829962734(NAD 83)
 LX0884_MARKER: DS = TRIANGULATION STATION DISK
 LX0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0884_SP_SET: SIDEWALK
 LX0884_STAMPING: WASH 1934
 LX0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0884
 LX0884  HISTORY     - Date     Condition        Report By
 LX0884  HISTORY     - 1934     MONUMENTED       CGS
 LX0884  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX0884  HISTORY     - 1963     SEE DESCRIPTION  CGS
 LX0884  HISTORY     - 1965     SEE DESCRIPTION  CGS
 LX0884  HISTORY     - 1965     GOOD             NGS
 LX0884  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX0884  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0884  HISTORY     - 19910803 MARK NOT FOUND   USPSQD
 LX0884
 LX0884                          STATION DESCRIPTION
 LX0884
 LX0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX0884'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE SW
 LX0884'RETAINING WALL OF THE W ABUTMENT OF THE WASHINGTON HIGHWAY
 LX0884'BRIDGE OVER THE HOUSATONIC RIVER BETWEEN THE W END OF THE S
 LX0884'BRIDGE RAIL AND THE TOP OF A PAIR OF CONCRETE STEPS LEADING
 LX0884'DOWN THE S EMBANKMENT TO THE OLD ROADBED.
 LX0884'
 LX0884'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE SIDEWALK ON
 LX0884'THE N SIDE OF THE BRIDGE AT ITS W END.  REFERENCE MARK NO. 2 IS
 LX0884'SET IN THE SW END OF THE RETAINING WALL OF THE S ABUTMENT.  USED
 LX0884'AS A GROUND STATION.  SIGNAL 8 FEET.
 LX0884'
 LX0884'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX0884
 LX0884                          STATION RECOVERY (1961)
 LX0884
 LX0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX0884'PARTIAL RECOVERY ONLY.  STATION AND R.M. 2 NOT FOUND.
 LX0884'
 LX0884'R.M. 1 IS RECOVERED AS DESCRIBED, IN GOOD CONDITION, ALTHOUGH
 LX0884'TOP OF DISK IS SLIGHTLY SCUFFED, AS IF FROM CONTACT WITH A
 LX0884'SNOW PLOW BLADE.  ARROW POINTS TO WHERE THE STATION SHOULD BE,
 LX0884'BUT STATION AREA IS NOW COVERED BY STONE AND GRAVEL AND BLACK
 LX0884'TOP.  THERE IS A NEW STREET LIGHT AT SW END OF BRIDGE.  I STILL
 LX0884'BELIEVE THAT STATION AND R.M. 2 ARE IN POSITION, UNDER THE
 LX0884'ABOVE-NOTED MATERIAL.  AS THE POST ROAD CARRIES HEAVY TRAFFIC,
 LX0884'THE BEST PLACE TO PARK IS NEAR THE BASE OF THE OLD CONCRETE
 LX0884'STEPS WHICH LEAD FROM THE OLD ROADBED UP TO THE SIDEWALK ON THE
 LX0884'S SIDE OF THE BRIDGE.  PARKING SPOT IS ABOUT 200 YDS. E OF
 LX0884'FAGANS RESTAURANT, THE LAST BUILDING S OF THE POST ROAD, AND W
 LX0884'OF THE W BANK OF THE RIVER.
 LX0884'
 LX0884'ON 4/28, I OBTAINED LOCAL TIE-INS FROM CHASS BUYNOVSKI, ASST. TOWN
 LX0884'ENGINEER, STRATFORD--WASH IS 19.2 FT. WLY OF END OF S
 LX0884'CONCRETE RAIL OF POST ROAD BRIDGE.  2.0 FT. SWLY FROM LIGHT
 LX0884'POLE.  9.9 FT. S OF EDGE OF PAVEMENT.  TO DATE (6/1/61) IVE NOT
 LX0884'HAD A CHANCE TO CHECK THESE LOCAL TIE-INS.
 LX0884
 LX0884                          STATION RECOVERY (1963)
 LX0884
 LX0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JMC)
 LX0884'STATION MARK AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION,
 LX0884'RM 2 SEARCHED FOR BUT NOT RECOVERED.  PREVIOUS DESCRIPTION
 LX0884'ADEQUATE.
 LX0884
 LX0884                          STATION RECOVERY (1965)
 LX0884
 LX0884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0884'THE STATION AND REFERENCE MARK NO. 1 WERE FOUND AND IN GOOD
 LX0884'CONDITION.
 LX0884'
 LX0884'THE STATION IS AT STRATFORD, ALONG U.S. HIGHWAY 1, 19.6 FEET
 LX0884'WEST OF THE WEST END OF THE SOUTH GUARD RAIL OF THE WASHINGTON
 LX0884'BRIDGE OVER THE HOUSATONIC RIVER, SET ON THE TOP OF A CONCRETE
 LX0884'SLAB WHICH MAY POSSIBLY HAVE BEEN A SIDEWALK ONCE BUT IS NOW
 LX0884'1 FOOT UNDERGROUND, 7.4 FEET EAST OF THE EAST EDGE OF A CONCRETE
 LX0884'STEP LEADING SOUTH DOWN A FILL, 2.3 FEET SOUTH OF THE SOUTH
 LX0884'EDGE OF SIDEWALK WHICH IS NOW IN USE AND 1-1/2 FEET BELOW THE
 LX0884'LEVEL OF THE HIGHWAY.
 LX0884'
 LX0884'R.M. NO. 1 IS AT THE WEST END OF THE WASHINGTON BRIDGE OVER
 LX0884'THE HOUSATONIC RIVER, SET ON THE TOP OF THE SOUTHWEST CORNER
 LX0884'OF THE PEDESTRAIN WALK ALONG THE NORTH SIDE OF BRIDGE, 8 FEET
 LX0884'SOUTH OF THE WEST END OF THE NORTH BRIDGE GUARD RAILING, 1 FOOT
 LX0884'NORTH OF THE NORTH CURB OF THE HIGHWAY AND 1/2 FOOT ABOVE THE
 LX0884'LEVEL OF THE HIGHWAY.  THE DISK IS STAMPED WASH NO 1.
 LX0884'
 LX0884'THE DISTANCE WAS NOT MEASURED FROM THE STATION TO RM 1 DUE TO
 LX0884'THE HEAVY TRAFFIC.
 LX0884
 LX0884                          STATION RECOVERY (1965)
 LX0884
 LX0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0884'AT STRATFORD.
 LX0884'AT STRATFORD, ALONG U.S. HIGHWAY 1, 19.6 FEET WEST OF THE WEST
 LX0884'END OF THE SOUTH GUARD RAIL OF THE WASHINGTON BRIDGE OVER THE
 LX0884'HOUSATONIC RIVER, SET ON THE TOP OF A CONCRETE SLAB WHICH MAY
 LX0884'POSSIBLY HAVE BEEN A SIDEWALK BUT IS NOW 1 FOOT UNDERGROUND,
 LX0884'10 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 7.4 FEET EAST
 LX0884'OF THE EAST EDGE OF THE CONCRETE STEP LEADING SOUTH DOWN THE
 LX0884'SIDE OF A FILL, 2.3 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK
 LX0884'WHICH IS NOW IN USE AND 1 1/2 FEET BELOW THE LEVEL OF THE
 LX0884'HIGHWAY.
 LX0884
 LX0884                          STATION RECOVERY (1972)
 LX0884
 LX0884'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX0884'WASH 1934 EXCELLENT
 LX0884'
 LX0884'WASH NO. 1 1934 EXCELLENT
 LX0884'
 LX0884'WASH NO. 2 1934 NOT FOUND
 LX0884
 LX0884                          STATION RECOVERY (1985)
 LX0884
 LX0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0884'NOT RECOVERED, MARK BELIEVED COVERED BY EXCESSIVE AMOUNT OF ASPHALT.
 LX0884
 LX0884                          STATION RECOVERY (1991)
 LX0884
 LX0884'RECOVERY NOTE BY US POWER SQUADRON 1991 (VF)
 LX0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0886 ***********************************************************************
 LX0886  DESIGNATION -  WASH RM 1
 LX0886  PID         -  LX0886
 LX0886  STATE/COUNTY-  CT/FAIRFIELD
 LX0886  USGS QUAD   -  MILFORD (1984)
 LX0886
 LX0886                         *CURRENT SURVEY CONTROL
 LX0886  ___________________________________________________________________
 LX0886* NAD 83(1986)-  41 12 01.     (N)    073 06 43.     (W)     SCALED    
 LX0886* NAVD 88     -        10.264  (meters)      33.67   (feet)  ADJUSTED  
 LX0886  ___________________________________________________________________
 LX0886  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0886  DYNAMIC HT  -          10.261 (meters)      33.66  (feet)  COMP
 LX0886  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LX0886
 LX0886  VERT ORDER  -  FIRST     CLASS I
 LX0886
 LX0886.The horizontal coordinates were scaled from a topographic map and have
 LX0886.an estimated accuracy of +/- 6 seconds.
 LX0886
 LX0886.The orthometric height was determined by differential leveling
 LX0886.and adjusted by the National Geodetic Survey in June 1991..
 LX0886
 LX0886.The geoid height was determined by GEOID03.
 LX0886
 LX0886.The dynamic height is computed by dividing the NAVD 88
 LX0886.geopotential number by the normal gravity value computed on the
 LX0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0886.degrees latitude (g = 980.6199 gals.).
 LX0886
 LX0886.The modeled gravity was interpolated from observed gravity values.
 LX0886
 LX0886;                    North         East    Units  Estimated Accuracy
 LX0886;SPC CT       -   193,220.      274,440.      MT  (+/- 180 meters Scaled)
 LX0886
 LX0886                          SUPERSEDED SURVEY CONTROL
 LX0886
 LX0886  NGVD 29 (??/??/92)   10.595  (m)           34.76   (f) ADJ UNCH    1 1
 LX0886
 LX0886.Superseded values are not recommended for survey control.
 LX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0886.See file dsdata.txt to determine how the superseded data were derived.
 LX0886
 LX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL583627(NAD 83)
 LX0886_MARKER: DR = REFERENCE MARK DISK
 LX0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0886_SP_SET: BRIDGE
 LX0886_STAMPING: WASH NO 1
 LX0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0886
 LX0886  HISTORY     - Date     Condition        Report By
 LX0886  HISTORY     - UNK      MONUMENTED       CGS
 LX0886  HISTORY     - 1965     GOOD             NGS
 LX0886  HISTORY     - 1982     GOOD             NGS
 LX0886  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0886
 LX0886                          STATION DESCRIPTION
 LX0886
 LX0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0886'AT STRATFORD.
 LX0886'AT STRATFORD, AT THE WEST END OF THE WASHINGTON BRIDGE OVER THE
 LX0886'HOUSATONIC RIVER AND UNDER U.S. HIGHWAY 1, SET ON THE TOP
 LX0886'OF THE SOUTHWEST CORNER OF THE PEDESTRAIN WALK ALONG THE NORTH
 LX0886'SIDE OF THE BRIDGE, 8 FEET SOUTH OF THE WEST END OF THE NORTH
 LX0886'GUARD RAIL, 1 FOOT NORTH OF THE NORTH CURB OF THE ROADWAY, 0.8
 LX0886'FOOT EAST OF THE WEST END OF THE WALK AND 1/2 FOOT ABOVE THE
 LX0886'LEVEL OF THE ROADWAY.  NOTE-- THE DISK HAS BEEN SCRAPED BY
 LX0886'SOME HEAVY OBJECT AND SOME OF THE LETTERING AND STAMPING IS
 LX0886'SCRAPED OFF.
 LX0886
 LX0886                          STATION RECOVERY (1982)
 LX0886
 LX0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0886'RECOVERED IN GOOD CONDITION.
 LX0886
 LX0886                          STATION RECOVERY (1985)
 LX0886
 LX0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0886'NOT RECOVERED, THE DISK HAS BEEN PRIED OUT OF THE DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7271 ***********************************************************************
 LX7271  DESIGNATION -  WATER
 LX7271  PID         -  LX7271
 LX7271  STATE/COUNTY-  CT/HARTFORD
 LX7271  USGS QUAD   -  COLLINSVILLE (1984)
 LX7271
 LX7271                         *CURRENT SURVEY CONTROL
 LX7271  ___________________________________________________________________
 LX7271* NAD 83(1996)-  41 47 23.65872(N)    072 57 16.10508(W)     ADJUSTED  
 LX7271* NAVD 88     -       284.1    (meters)     932.     (feet)  VERTCON   
 LX7271  ___________________________________________________________________
 LX7271  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 LX7271  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 LX7271
 LX7271  HORZ ORDER  -  FIRST
 LX7271
 LX7271.The horizontal coordinates were established by classical geodetic methods
 LX7271.and adjusted by the National Geodetic Survey in August 1998..
 LX7271
 LX7271.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7271
 LX7271.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7271
 LX7271.The geoid height was determined by GEOID03.
 LX7271
 LX7271;                    North         East     Units Scale Factor Converg.
 LX7271;SPC CT       -   258,657.455   287,804.336   MT  0.99999312   -0 08 08.1
 LX7271;SPC CT       -   848,612.00    944,238.06   sFT  0.99999312   -0 08 08.1
 LX7271;SPC MA M     -   838,765.037    79,107.237   MT  0.99999009   -0 58 37.2
 LX7271;SPC MA M     - 2,751,848.29    259,537.66   sFT  0.99999009   -0 58 37.2
 LX7271;UTM  18      - 4,628,472.379   669,965.831   MT  0.99995550   +1 21 48.5
 LX7271
 LX7271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7271!SPC CT       -   0.99995998  x   0.99999312  =   0.99995310
 LX7271!SPC MA M     -   0.99995998  x   0.99999009  =   0.99995007
 LX7271!UTM  18      -   0.99995998  x   0.99995550  =   0.99991549
 LX7271
 LX7271|---------------------------------------------------------------------|
 LX7271| PID    Reference Object                     Distance      Geod. Az  |
 LX7271|                                                           dddmmss.s |
 LX7271| CZ8068 WATER RM 2                           13.413 METERS 07152     |
 LX7271| LX7273 UNIONVILLE FARMING WOODS SPIPE      APPROX. 6.5 KM 1074347.9 |
 LX7271| CZ8069 WATER RM 3                           17.238 METERS 20111     |
 LX7271| LX3482 WINSTED AM TEL KCD 67 MICRO         APPROX.18.0 KM 3115718.9 |
 LX7271| LX7270 SATAN                               APPROX. 7.9 KM 3490026.3 |
 LX7271| CZ8067 WATER RM 1                            4.664 METERS 35156     |
 LX7271|---------------------------------------------------------------------|
 LX7271
 LX7271                          SUPERSEDED SURVEY CONTROL
 LX7271
 LX7271  NAD 83(1996)-  41 47 23.65844(N)    072 57 16.10523(W) AD(       ) 1
 LX7271  NAD 83(1992)-  41 47 23.65885(N)    072 57 16.10556(W) AD(       ) 1
 LX7271  NAD 83(1992)-  41 47 23.65996(N)    072 57 16.10666(W) AD(       ) 1
 LX7271  NAD 83(1986)-  41 47 23.66002(N)    072 57 16.10703(W) AD(       ) 1
 LX7271  NAD 27      -  41 47 23.30400(N)    072 57 17.73300(W) AD(       ) 1
 LX7271  NGVD 29 (07/19/86)  284.3    (m)          933.     (f) VERT ANG       
 LX7271
 LX7271.Superseded values are not recommended for survey control.
 LX7271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7271.See file dsdata.txt to determine how the superseded data were derived.
 LX7271
 LX7271_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6996628472(NAD 83)
 LX7271_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7271_SETTING: 66 = SET IN ROCK OUTCROP
 LX7271_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7271+STABILITY: POSITION/ELEVATION WELL
 LX7271
 LX7271  HISTORY     - Date     Condition        Report By
 LX7271  HISTORY     - 1936     MONUMENTED       CTGS
 LX7271  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX7271  HISTORY     - 1980     GOOD             NGS
 LX7271
 LX7271                          STATION DESCRIPTION
 LX7271
 LX7271'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX7271'ON THE NORTH END OF A WOODED RIDGE 2-1/2 MILES SOUTHWEST OF
 LX7271'COLLINSVILLE (AIRLINE) AND 1-1/2 MILES NORTHEAST OF BURLINGTON
 LX7271'(AIRLINE), ON THE PROPERTY OF THE METROPOLITAN WATER COMMISSION,
 LX7271'HARTFORD, ON ROCK OUTCROP 25 FEET LONG AND 15 FEET WIDE, 27
 LX7271'FEET NORTH OF AN 8-INCH OAK, AND 27 FEET SOUTH OF A 4-INCH
 LX7271'HICKORY.
 LX7271'
 LX7271'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 4 AND 116
 LX7271'AT BURLINGTON INN, PROCEED ALONG STATE HIGHWAY 116 FOR 0.7 MILE
 LX7271'TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THIS ROAD, AND PROCEED
 LX7271'1.1 MILES TO A FARM HOUSE ON THE RIGHT, OWNED BY JOHN YUSKI.  TURN
 LX7271'RIGHT INTO THE YARD AND GO THE LEFT OF THE BARN THRU A GATE, UP
 LX7271'AND ACROSS A PASTURE FOR 100 YARDS TOWARDS A LONE CEDAR TREE, IN
 LX7271'A NORTHEASTERLY DIRECTION.  FOLLOW WOODS ROAD, ON EASTERLY SIDE
 LX7271'OF WOODS, FOR ABOUT 300 YARDS, IN A NORTHERLY DIRECTION.  PARK
 LX7271'TRUCK HERE AND FOLLOW BLAZED TRAIL FOR ABOUT 300 YARDS,
 LX7271'UPGRADE AND IN A NORTHERLY DIRECTION TO THE STATION.
 LX7271'
 LX7271'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX7271'OUTCROPPING BEDROCK, NOTES 2 AND 12A.
 LX7271'
 LX7271'REFERENCE MARK NO. 1 IS 15.32 FEET NORTH-NORTHWEST OF THE
 LX7271'STATION, ON THE SAME BEDROCK THAT THE STATION IS ON, AND IS STAMPED
 LX7271'WATER-R.M.NO.1 1936.  REFERENCE MARK NO. 2 IS 44.23 FEET NORTHEAST
 LX7271'OF THE STATION, AND STAMPED WATER-R.M.NO.2-1936.  REFERENCE
 LX7271'MARK NO. 3 IS 56.63 FEET SOUTHWEST OF THE STATION, AND STAMPED
 LX7271'WATER R.M.NO.3-1936.
 LX7271'
 LX7271'HEIGHT OF LIGHT ABOVE STATION MARK 13.5 METERS.
 LX7271
 LX7271                          STATION RECOVERY (1971)
 LX7271
 LX7271'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AK)
 LX7271'WATER 1936 THE STATION AND THE THREE RMS WERE FOUND IN EXCELLENT
 LX7271'CONDITION.  THE WOODEN TOWER IS LAYING ON ITS SIDE AND THE AREA
 LX7271'IS OVERGROWN WITH HARDWOODS.
 LX7271'
 LX7271'TO REACH FROM THE INTERSECTION OF ROUTE 4 (BURLINGTON ROAD) AND
 LX7271'ROUTE 179 (CANTON ROAD) IN BURLINGTON, GO WEST ON ROUTE 4 FOR
 LX7271'0.74 MILE AND TAKE RIGHT ON VINEYARD ROAD.  PROCEED NORTHERLY
 LX7271'FOR 1.13 MILES TO A 1-1/2 STORY FRAME HOUSE ON RIGHT OWNED BY
 LX7271'PETER PALLERBERG.  PARK TRUCK HERE AND PROCEED NORTHERLY FOR
 LX7271'20 MINUTES WALK, TO HIGHEST POINT OF HILL AND STATION.
 LX7271
 LX7271                          STATION RECOVERY (1980)
 LX7271
 LX7271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7271'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 LX7271'IN GOOD CONDITION.  A SHORTER DISTANCE OF 0.08 FEET TO REFERENCE
 LX7271'MARK 3 WAS NOTED, A SHORTER DISTANCE OF 0.23 FEET TO REFERENCE
 LX7271'MARK 2 WAS NOTED, REFERENCE MARK 1 COMPARED.  IN THE DIRECTION
 LX7271'A LARGER ANGLE OF 22 MINUTES AND 40 SECNDS WAS NOTED TO
 LX7271'REFERENCE MARK 1.
 LX7271'THE DIRECTION TO REFERENCE MARKS 2 AND 3 COMPARED.
 LX7271'
 LX7271'THE STATION IS LOCATED ABOUT 3.6 KM (2-1/4 MI) SOUTHWEST OF
 LX7271'COLLINSVILLE, 2.4 KM (1-1/2 MI) NORTH-NORTHEAST OF BURLINGTON,
 LX7271'2.4 KM (1-1/2 MI) WEST OF THE FARMINGTON RIVER, 0.8 KM (1/2 MI)
 LX7271'SOUTH-SOUTHWEST OF THE SOUTHWEST TIP OF NEPAUG RESERVOIR,
 LX7271'AND IN THICK WOODS.
 LX7271'OWNERSHIP--HARTFORD METROLITAN DISTRICT COMMISSION,  MR. ED
 LX7271'CRANDALL, BARNES HILL ROAD, RFD NO 1, BURLINGTON, CT
 LX7271'06013, PHONE 203-693-2191.
 LX7271'
 LX7271'TO REACH THE STATION FROM COLLINSVILLE POST OFFICE, GO WEST AND
 LX7271'SOUTH ON STATE HIGHWAY 179 FOR 0.3 KM (0.2 MI) TO THE WEST END
 LX7271'OF THE BRIDGE OVER THE FARMINGTON RIVER.  TURN LEFT, GOING SOUTH
 LX7271'ON 179 FOR 1.0 KM (0.6 MI) TO SAND BANK ROAD ON THE RIGHT.  TURN
 LX7271'RIGHT, GOING UPHILL FOR 0.2 KM (0.1 MI) TO A REVERSE FORK.
 LX7271'KEEP LEFT AND CONTINUE AHEAD FOR 0.4 KM (0.25 MI) TO A SIDE ROAD
 LX7271'RIGHT AND A DAM ON THE RIGHT.  TURN RIGHT FOR 0.3 KM (0.2 MI) TO
 LX7271'CLEARBROOK ROAD ON RIGHT.  (TO GET KEY, CONTINUE AHEAD FOR 0.1 KM
 LX7271'(0.05 MI) TO DRIVEWAY ON RIGHT LEADING TO DISTRICT OFFICE WHICH
 LX7271'IS AT REAR OF WHITE HOUSE).  TURN RIGHT ON CLEARBROOK ROAD FOR
 LX7271'0.6 KM (0.35 MI) TO A WOODS ROAD WITH LOCKED CABLE GATE ON THE
 LX7271'LEFT.  KEEP LEFT FOR 2 KM (1.25 MI) TO A CUT-OVER AREA ON THE
 LX7271'LEFT AT HIGH GROUND.  TURN LEFT AND GO SOUTHEASTERLY UPHILL
 LX7271'THROUGH THE WOODS FOR 0.3 KM (0.2 MI) TO THE STATION.
 LX7271'
 LX7271'THE STATION IS A STANDARD CGS DISK
 LX7271'STAMPED---WATER 1936---,
 LX7271'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7271'19.20 METERS (63.0 FT) NORTH FROM A 90 CM HIGH BY 120 CM LONG BY
 LX7271'60 CM WIDE SURFACE BOULDER,
 LX7271'5.2 METERS (17.1 FT) NORTHWEST FROM A 25 CM TREE WITH WITNESS
 LX7271'SIGN ATTACHED TO SOUTH SIDE, AND ON TOP OF AND AT THE NORTH END OF A
 LX7271'RIDGE.
 LX7271'
 LX7271'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7271'STAMPED---WATER NO 1 1936---,
 LX7271'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7271'23.5 METERS (77.1 FT) NORTH FROM A 90 CM HIGH BY 60 CM BY
 LX7271'120 CM SURFACE BOULDER AND
 LX7271'9.7 METERS (31.8 FT) NORTHWEST FROM A 25 CM TREE WITH WITNESS
 LX7271'SIGN ATTACHED TO SOUTH SIDE.
 LX7271'MARK IS LEVEL WITH STATION.
 LX7271'
 LX7271'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7271'STAMPED---WATER NO 2 1936---,
 LX7271'SET INTO THE TOP OF A BOULDER OF 1 METERS
 LX7271'LARGEST DIMENSION.  IT IS LOCATED
 LX7271'15.0 METERS (49.2 FT) NORTHEAST FROM A 25 CM TREE WITH WITNESS
 LX7271'SIGN ATTACHED AND
 LX7271'3.50 METERS (11.5 FT) SOUTHWEST FROM A 30 CM TREE.
 LX7271'MARK IS BELOW STATION 2 METERS.
 LX7271'
 LX7271'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX7271'STAMPED---WATER NO 3 1939---,
 LX7271'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7271'21.7 METERS (71.1 FT) SOUTH FROM A 25 CM TREE WITH A WITNESS SIGN
 LX7271'ATTACHED ON THE SOUTH SIDE AND
 LX7271'2.10 METERS (6.8 FT) NORTH FROM A 90 CM HIGH BY 60 CM BY 120 CM
 LX7271'SURFACE BOULDER.
 LX7271'MARK IS BELOW STATION 0.5 METERS.
 LX7271'
 LX7271'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON
 LX7271'LINE.
 LX7271'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.0 METERS.
 LX7271'
 LX7271'DESCRIBED BY W. R. ODUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3549 ***********************************************************************
 LX3549  DESIGNATION -  WATERBURY
 LX3549  PID         -  LX3549
 LX3549  STATE/COUNTY-  CT/NEW HAVEN
 LX3549  USGS QUAD   -  WATERBURY (1984)
 LX3549
 LX3549                         *CURRENT SURVEY CONTROL
 LX3549  ___________________________________________________________________
 LX3549* NAD 83(1996)-  41 34 14.70643(N)    073 00 59.03741(W)     ADJUSTED  
 LX3549* NAVD 88     -       253.6    (meters)     832.     (feet)  VERTCON   
 LX3549  ___________________________________________________________________
 LX3549  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LX3549  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX3549
 LX3549  HORZ ORDER  -  FIRST
 LX3549
 LX3549.The horizontal coordinates were established by classical geodetic methods
 LX3549.and adjusted by the National Geodetic Survey in August 1998..
 LX3549
 LX3549.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3549
 LX3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3549
 LX3549.The geoid height was determined by GEOID03.
 LX3549
 LX3549;                    North         East     Units Scale Factor Converg.
 LX3549;SPC CT       -   234,331.181   282,581.922   MT  0.99998335   -0 10 35.9
 LX3549;SPC CT       -   768,801.55    927,104.19   sFT  0.99998335   -0 10 35.9
 LX3549;UTM  18      - 4,604,019.052   665,380.503   MT  0.99993659   +1 18 59.4
 LX3549
 LX3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3549!SPC CT       -   0.99996479  x   0.99998335  =   0.99994814
 LX3549!UTM  18      -   0.99996479  x   0.99993659  =   0.99990138
 LX3549
 LX3549:                Primary Azimuth Mark                     Grid Az
 LX3549:SPC CT       -  WATERBURY AZ MK                          039 56 38.7
 LX3549:UTM  18      -  WATERBURY AZ MK                          038 27 03.4
 LX3549
 LX3549|---------------------------------------------------------------------|
 LX3549| PID    Reference Object                     Distance      Geod. Az  |
 LX3549|                                                           dddmmss.s |
 LX3549| CB5116 WATERBURY AZ MK                                    0394602.8 |
 LX3549| CB5119 WATERBURY RM 3                       14.619 METERS 19914     |
 LX3549| CB5117 WATERBURY RM 1                       26.837 METERS 24805     |
 LX3549| CB5118 WATERBURY RM 2                       27.008 METERS 29437     |
 LX3549| LX3526 HOWE                                APPROX. 9.4 KM 3131823.7 |
 LX3549|---------------------------------------------------------------------|
 LX3549
 LX3549                          SUPERSEDED SURVEY CONTROL
 LX3549
 LX3549  NAD 83(1992)-  41 34 14.70593(N)    073 00 59.03772(W) AD(       ) 1
 LX3549  NAD 83(1986)-  41 34 14.70791(N)    073 00 59.03961(W) AD(       ) 1
 LX3549  NAD 27      -  41 34 14.36000(N)    073 01 00.65630(W) AD(       ) 1
 LX3549  NGVD 29 (07/19/86)  253.9    (m)          833.     (f) VERT ANG       
 LX3549
 LX3549.Superseded values are not recommended for survey control.
 LX3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3549.See file dsdata.txt to determine how the superseded data were derived.
 LX3549
 LX3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6538104019(NAD 83)
 LX3549_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3549
 LX3549  HISTORY     - Date     Condition        Report By
 LX3549  HISTORY     - 1942     MONUMENTED       CGS
 LX3549  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX3549  HISTORY     - 1970     SEE DESCRIPTION  CTGS
 LX3549  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX3549  HISTORY     - 1981     GOOD             NGS
 LX3549
 LX3549                          STATION DESCRIPTION
 LX3549
 LX3549'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3549'THE STATION IS ABOUT 1-1/2 MILES NE OF THE CENTER OF WATERBURY,
 LX3549'23.953 FEET N BY W OF THE CENTER LINE OF WATERBURY MUNICIPAL TANK
 LX3549'AND 20.4 FEET SE OF THE NW CORNER OF THE WIRE FENCE ENCLOSING THE
 LX3549'TANK.  THE STATION MARK IS STAMPED WATERBURY 1942.
 LX3549'
 LX3549'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE,
 LX3549'AS DESCRIBED IN NOTES 1A AND 7A.
 LX3549'
 LX3549'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN DRILL HOLES
 LX3549'IN BOULDERS.
 LX3549'
 LX3549'REFERENCE MARK NO. 1 IS 88.05 FEET W OF THE STATION.  THE DISK
 LX3549'IS STAMPED WATERBURY NO. 1, 1942.
 LX3549'
 LX3549'REFERENCE MARK NO. 2 IS 88.55 FEET NW OF THE STATION, AND IS
 LX3549'STAMPED WATERBURY NO. 2, 1942.
 LX3549'
 LX3549'THE AZIMUTH MARK IS ABOUT 1.8 MILES NE OF THE STATION, 36.5 FEET
 LX3549'W OF THE CENTER LINE OF A N-S TAR-TOPPED ROAD, 45.5 FEET SW OF
 LX3549'LIGHT POLE NO. 6514 AND ABOUT 350 FEET S OF JOHN W. COFFNEY
 LX3549'SCHOOL.  THE DISK IS STAMPED WATERBURY 1942.
 LX3549'
 LX3549'TO REACH FROM THE E END OF GREEN PARK IN CENTER OF WATERBURY
 LX3549'GO E ON U.S. ALT. 6 (E MAIN ST.) FOR 0.75 MILE TO WHERE STATE
 LX3549'HIGHWAY 69 FORKS LEFT OFF NO. 6, TAKE LEFT FORK ON NO. 69 FOR
 LX3549'1.55 MILES TO A TAR SIDE ROAD, GO LEFT ON TAR ROAD FOR 0.55 MILE
 LX3549'TO WARNER ST., TURN RIGHT FOLLOWING WARNER ST. FOR 0.15 MILE,
 LX3549'THEN TURN RIGHT ON GARDEN CIRCLE ST. AND CONTINUE STRAIGHT AHEAD
 LX3549'FOR 0.45 MILE TO STATION.
 LX3549'
 LX3549'TO REACH AZIMUTH FROM THIS POINT CONTINUE ON NO. 69 FOR 0.35
 LX3549'MILE TO A BLACK TAR SIDE ROAD, TURN LEFT ON TAR ROAD AND GO 0.5
 LX3549'MILE TO MARK ON LEFT.
 LX3549
 LX3549                          STATION RECOVERY (1948)
 LX3549
 LX3549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAH)
 LX3549'LETTERS OF MR. C.G. CIPRIANO, 111 WEST MAIN ST., WATERBURY,
 LX3549'CONN. DATED MAY 1, 1948 AND R.A. HORN, U.S. COAST AND GEODETIC
 LX3549'SURVEY, MIDDLETOWN, CONN., DATED JUNE 21, 1948--
 LX3549'
 LX3549'THE AZIMUTH MARK IS SET ON THE PROPERTY OWNED BY MR. ARCHIE
 LX3549'GIZZE WHO DESIRES TO BUILD A HOUSE AND GRADE THE GROUND.
 LX3549'
 LX3549'FIELD CONDITIONS INDICATED THAT IT IS ECONOMICALLY INADVISABLE
 LX3549'TO RESET THE AZIMUTH MARK AND IT APPEARS DOUBTFUL THAT THE MARK
 LX3549'WILL BE DISTURBED IN ANY WAY OTHER THAT BEING COVERED IN THE
 LX3549'PROCESS OF GRADING.
 LX3549
 LX3549                          STATION RECOVERY (1970)
 LX3549
 LX3549'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1970
 LX3549'STATION WAS RECOVERED AS DESCRIBED.
 LX3549
 LX3549                          STATION RECOVERY (1977)
 LX3549
 LX3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LX3549'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 LX3549'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND IS BELIEVED DESTROYED
 LX3549'BY GRADING IN AREA WHEN THE TELEPHONE TOWERS WERE INSTALLED,
 LX3549'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  THE AZIMUTH MARK
 LX3549'WAS NOT RECOVERED, IT MAY BE COVERED UP BY FILL DIRT OR DESTROYED
 LX3549'WHEN BUILDING WAS ERECTED.
 LX3549'
 LX3549'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF WATERBURY,
 LX3549'ABOUT 4 MILES SOUTHWEST OF WOLCOTT, ABOUT 100 FEET NORTH OF A NEW
 LX3549'WATERBURY MUNICIPAL WATER TANK WHICH IS SURROUNDED BY A CHAIN
 LX3549'LENGTH FENCE AND THE OLD WATER TANK HAS BEEN TORN DOWN.
 LX3549'
 LX3549'TO REACH THE STATION FROM THE CENTER OF WATERBURY, AT THE
 LX3549'INTERSECTION OF EAST MAIN, NORTH MAIN, SOUTH MAIN AND WEST MAIN
 LX3549'STREETS AT A SMALL PARK.  GO EASTERLY ON EAST MAIN STREET FOR
 LX3549'0.75 MILE TO FORKS, KEEP LEFT ON WOLCOTT STREET, GO EASTERLY
 LX3549'AND NORTHEAST FOR 1.6 MILES TO A SIDE STREET LEFT, JUST BEFORE
 LX3549'REACHING A LARGE SHOPPING CENTER ON BOTH SIDES OF ROAD, TURN
 LX3549'LEFT, GO WESTERLY ON LONG HILL ROAD FOR 0.55 MILE TO SIDE
 LX3549'STREET RIGHT, TURN RIGHT, GO NORTH ON WARNER STREET FOR 0.2
 LX3549'MILE TO SIDE STREET RIGHT, TURN RIGHT ON GARDEN CIRCLE STREET,
 LX3549'GO EAST, THEN NORTHERLY FOR 0.5 MILE TO TOP OF HILL AND
 LX3549'THE STATION ABOUT 100 FEET NORTH OF THE NEW WATER TANK.
 LX3549'
 LX3549'STATION MARK IS A STANDARD DISK SET TOP OF A 12 INCH SQUARE
 LX3549'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES ABOVE GROUND AND IS
 LX3549'STAMPED WATERBURY 1942.  IT IS 48 FEET SOUTH OF CHAIN LENGTH
 LX3549'FENCE AROUND NEW WATER TANK, 28.5 FEET NORTHEAST OF CENTER OF
 LX3549'GATE, 20.2 FEET SOUTHEAST OF FENCE CORNER 17.3 FEET EAST OF
 LX3549'CHAIN LENGTH FENCE, 11 FEET SOUTH OF CHAIN LENGTH FENCE AND 2.3
 LX3549'FEET SOUTH OF WITNESS POST.
 LX3549'
 LX3549'REFERENCE MARK 2 IS A STANDARD DISK SET IN A DRILL HOLE IN A
 LX3549'5 X 3 BOULDER PROJECTING ABOUT 3 FEET ABOVE GROUND AND IS STAMPED
 LX3549'WATERBURY NO 2 1942.  IT IS 70 FEET WEST-NORTHWEST OF NORTHWEST
 LX3549'CORNER OF CHAIN LENGTH FENCE.
 LX3549'
 LX3549'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 LX3549'CONCRETE FOUNDATION OF THE CHAIN LENGTH FENCE AND IS STAMPED
 LX3549'WATERBURY NO 3 1942 1977.  IT IS 50.4 FEET SOUTH OF WITNESS POST,
 LX3549'20 FEET SOUTH OF CENTER OF A MANHOLE COVER, 5.8 FEET EAST OF
 LX3549'FENCE CORNER AND 0.6 FOOT NORTH OF CHAIN LENGTH FENCE.
 LX3549'
 LX3549'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3549'1-1/2 MILES NORTHEAST OF WATERBURY.
 LX3549
 LX3549                          STATION RECOVERY (1981)
 LX3549
 LX3549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3549'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED
 LX3549'IN  GOOD CONDITION, DIRECTIONS BETWEEN THE REFERENCE MARKS
 LX3549'COMPARED WITH THE 1977 DATA, THE DISTANCE TO REFERENCE MARK 2
 LX3549'WAS LONGER BY 0.017 METER, REFERENCE MARK 3 COMPARED FAVORIBLY.
 LX3549'A NEW TO REACH FOLLOWS.
 LX3549'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF
 LX3549'WOLCOTT, 5.6 KM (3.5 MI) EAST-SOUTHEAST OF OAKVILLE, 3.2 KM
 LX3549'(2 MI) NORTH OF INTERSTATE HIGHWAY 84, 3.2 KM (2 MI) EAST OF
 LX3549'STATE HIGHWAY 8 AND INSIDE A CHAIN LENGTH FENCE WHERE AN
 LX3549'OLD WATER TANK WAS TORN DOWN.
 LX3549'OWNERSHIP--CITY OF WATERBURY, MR RALPH T PHELAN ASSISTANT
 LX3549'CITY CLERK, BOARD OF PUBLIC WORKS CHASE MUNICIPAL
 LX3549'BUILDING, 235 GRAND STREET WATERBURY CT, PHONE
 LX3549'203-574-6741.
 LX3549'
 LX3549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 69
 LX3549'AND 322 AT THE WOLCOTTE POST OFFICE, ABOUT 9.6 KM (6 MI)
 LX3549'NORTH OF DOWNTOWN WATERBURY.  GO SOUTH ON STATE HIGHWAY 69 FOR
 LX3549'4.6 KM (2.85 MI) TO A CROSSROAD AND STOP LIGHT.  CONTINUE
 LX3549'SOUTH FOR 0.6 KM (0.4 MI) TO A SIDE ROAD RIGHT JUST PAST A
 LX3549'SHOPPING CENTER ON RIGHT.  TURN RIGHT AND GO WESTERLY ON LONG
 LX3549'HILL ROAD FOR 0.9 KM (0.55 MI) TO A SIDE STREET RIGHT.  TURN
 LX3549'RIGHT AND GO NORTH ON WARNER STREET FOR 0.3 KM (0.2 MI) TO A
 LX3549'SIDE STREET RIGHT.  TURN RIGHT ON GARDEN CIRCLE STREET GOING
 LX3549'EAST, THEN NORTHERLY FOR 0.8 KM (0.5 MI) TO THE END OF
 LX3549'PAVEMENT.  CONTINUE NORTHERLY ON THE GRAVEL ROAD FOR
 LX3549'0.1 KM (0.05 MI) TO THE STATION ON RIGHT.
 LX3549'
 LX3549'THE STATION IS A STANDARD NGS DISK
 LX3549'STAMPED---WATERBURY 1942---,
 LX3549'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX3549'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 LX3549'9.9 METERS (32.5 FT) SOUTHWEST FROM THE NORTHEAST CORNER OF A
 LX3549'FENCE,
 LX3549'8.5 METERS (27.9 FT) NORTHEAST FROM A GATE,
 LX3549'6.2 METERS (20.3 FT) SOUTHEAST FROM THE NORTHWEST CORNER OF THE
 LX3549'FENCE AND
 LX3549'1.1 METERS (3.6 FT) SOUTH FROM A WITNESS POST.
 LX3549'
 LX3549'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3549'STAMPED---WATERBURY 1942---,
 LX3549'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METER
 LX3549'LARGEST DIMENSION.  IT IS LOCATED
 LX3549'21.1 METERS (69.2 FT) WEST-NORTHWEST FROM THE NORTHWEST FENCE
 LX3549'CORNER,
 LX3549'30.8 METERS (101 FT) NORTH FROM THE NORTHWEST CORNER OF A FENCE
 LX3549'AROUND A MICROWAVE TOWER,
 LX3549'9.4 METERS (30.8 FT) NORTH-NORTHWEST FROM A 30 CM IN DIAMETER OAK
 LX3549'TREE.
 LX3549'MARK IS LEVEL WITH STATION.
 LX3549'
 LX3549'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3549'STAMPED---WATERBURY 1942 NO 3 1977---,
 LX3549'SET IN A DRILL HOLE IN A CONCRETE SLAB 0.8 BY 14.6 METERS LONG.
 LX3549'IT IS LOCATED
 LX3549'12.85 METERS (42.15 FT) WEST FROM THE SOUTHEAST CORNER OF A FENCE,
 LX3549'7.4 METERS (24.3 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A GATE AND
 LX3549'1.8 METERS (5.9 FT) EAST FROM THE SOUTHWEST CORNER OF THE FENCE.
 LX3549'MARK IS LEVEL WITH STATION.
 LX3549'
 LX3549'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE THEY
 LX3549'ARE BLOCKED BY BRUSH AND THE FENCE.
 LX3549'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX3549'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0736 ***********************************************************************
 LX0736  DESIGNATION -  WATERBURY 1
 LX0736  PID         -  LX0736
 LX0736  STATE/COUNTY-  CT/NEW HAVEN
 LX0736  USGS QUAD   -  WATERBURY (1984)
 LX0736
 LX0736                         *CURRENT SURVEY CONTROL
 LX0736  ___________________________________________________________________
 LX0736* NAD 83(1986)-  41 31 07.     (N)    073 03 12.     (W)     SCALED    
 LX0736* NAVD 88     -        68.722  (meters)     225.47   (feet)  ADJUSTED  
 LX0736  ___________________________________________________________________
 LX0736  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX0736  DYNAMIC HT  -          68.699 (meters)     225.39  (feet)  COMP
 LX0736  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 LX0736
 LX0736  VERT ORDER  -  SECOND    CLASS 0
 LX0736
 LX0736.The horizontal coordinates were scaled from a topographic map and have
 LX0736.an estimated accuracy of +/- 6 seconds.
 LX0736
 LX0736.The orthometric height was determined by differential leveling
 LX0736.and adjusted by the National Geodetic Survey in June 1991..
 LX0736
 LX0736.The geoid height was determined by GEOID03.
 LX0736
 LX0736.The dynamic height is computed by dividing the NAVD 88
 LX0736.geopotential number by the normal gravity value computed on the
 LX0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0736.degrees latitude (g = 980.6199 gals.).
 LX0736
 LX0736.The modeled gravity was interpolated from observed gravity values.
 LX0736
 LX0736;                    North         East    Units  Estimated Accuracy
 LX0736;SPC CT       -   228,550.      279,480.      MT  (+/- 180 meters Scaled)
 LX0736
 LX0736                          SUPERSEDED SURVEY CONTROL
 LX0736
 LX0736  NGVD 29 (??/??/92)   69.004  (m)          226.39   (f) ADJ UNCH    2 0
 LX0736
 LX0736.Superseded values are not recommended for survey control.
 LX0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0736.See file dsdata.txt to determine how the superseded data were derived.
 LX0736
 LX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL624981(NAD 83)
 LX0736_MARKER: DB = BENCH MARK DISK
 LX0736_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0736_SP_SET: ABUTMENT
 LX0736_STAMPING: WATERBURY NO 1 1935
 LX0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0736
 LX0736  HISTORY     - Date     Condition        Report By
 LX0736  HISTORY     - 1935     MONUMENTED       CGS
 LX0736
 LX0736                          STATION DESCRIPTION
 LX0736
 LX0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0736'IN WATERBURY.
 LX0736'AT WATERBURY, NEW HAVEN COUNTY, ON BRISTOL STREET, AT THE PLATT
 LX0736'MILSS, AT A 100-FOOT STEEL BRIDGE OVER NAUGATUCK RIVER, IN THE
 LX0736'TOP OF THE NORTH SIDE OF THE WEST ABUTMENT, 21 FEET NORTH OF THE
 LX0736'CENTERLINE OF THE STREET AND ABOUT 1 FOOT HIGHER THAN THE
 LX0736'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0737 ***********************************************************************
 LX0737  DESIGNATION -  WATERBURY 1 RESET
 LX0737  PID         -  LX0737
 LX0737  STATE/COUNTY-  CT/NEW HAVEN
 LX0737  USGS QUAD   -  WATERBURY (1984)
 LX0737
 LX0737                         *CURRENT SURVEY CONTROL
 LX0737  ___________________________________________________________________
 LX0737* NAD 83(1986)-  41 31 07.     (N)    073 03 11.     (W)     SCALED    
 LX0737* NAVD 88     -        68.844  (meters)     225.87   (feet)  ADJUSTED  
 LX0737  ___________________________________________________________________
 LX0737  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX0737  DYNAMIC HT  -          68.822 (meters)     225.79  (feet)  COMP
 LX0737  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 LX0737
 LX0737  VERT ORDER  -  FIRST     CLASS II
 LX0737
 LX0737.The horizontal coordinates were scaled from a topographic map and have
 LX0737.an estimated accuracy of +/- 6 seconds.
 LX0737
 LX0737.The orthometric height was determined by differential leveling
 LX0737.and adjusted by the National Geodetic Survey in June 1991..
 LX0737
 LX0737.The geoid height was determined by GEOID03.
 LX0737
 LX0737.The dynamic height is computed by dividing the NAVD 88
 LX0737.geopotential number by the normal gravity value computed on the
 LX0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0737.degrees latitude (g = 980.6199 gals.).
 LX0737
 LX0737.The modeled gravity was interpolated from observed gravity values.
 LX0737
 LX0737;                    North         East    Units  Estimated Accuracy
 LX0737;SPC CT       -   228,550.      279,500.      MT  (+/- 180 meters Scaled)
 LX0737
 LX0737                          SUPERSEDED SURVEY CONTROL
 LX0737
 LX0737.No superseded survey control is available for this station.
 LX0737
 LX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL624981(NAD 83)
 LX0737_MARKER: DD = SURVEY DISK
 LX0737_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0737_SP_SET: ABUTMENT
 LX0737_STAMPING: WATERBURY NO 1 RESET 1957
 LX0737_MARK LOGO: CGS   
 LX0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0737
 LX0737  HISTORY     - Date     Condition        Report By
 LX0737  HISTORY     - 1957     MONUMENTED       USGS
 LX0737  HISTORY     - 1960     GOOD             NGS
 LX0737  HISTORY     - 1985     GOOD             NGS
 LX0737
 LX0737                          STATION DESCRIPTION
 LX0737
 LX0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LX0737'AT WATERBURY.
 LX0737'AT WATERBURY, ON BRISTOL STREET AT THE PLATT MILLS, AT A CONCRETE
 LX0737'BRIDGE OVER NAUGATUCK RIVER, IN THE TOP OF THE NORTH SIDE OF THE
 LX0737'WEST ABUTMENT, 21 FEET NORTH OF THE CENTERLINE OF THE STREET,
 LX0737'AND ABOUT 1 FOOT HIGHER THAN THE ROADWAY.
 LX0737
 LX0737                          STATION RECOVERY (1985)
 LX0737
 LX0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0737'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN WATERBURY, IN
 LX0737'THE SMALL COMMUNITY OF PLATTS MILLS, IN TOP OF THE NORTHEAST END OF
 LX0737'THE NORTHWEST ABUTMENT OF THE PLATTS MILLS BRIDGE OVER THE NAUGATUCK
 LX0737'RIVER, 6.40 METERS (21.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD.
 LX0737'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0738 ***********************************************************************
 LX0738  DESIGNATION -  WATERBURY 3
 LX0738  PID         -  LX0738
 LX0738  STATE/COUNTY-  CT/NEW HAVEN
 LX0738  USGS QUAD   -  WATERBURY (1984)
 LX0738
 LX0738                         *CURRENT SURVEY CONTROL
 LX0738  ___________________________________________________________________
 LX0738* NAD 83(1986)-  41 35 04.     (N)    073 03 10.     (W)     SCALED    
 LX0738* NAVD 88     -        90.468  (meters)     296.81   (feet)  ADJUSTED  
 LX0738  ___________________________________________________________________
 LX0738  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX0738  DYNAMIC HT  -          90.439 (meters)     296.72  (feet)  COMP
 LX0738  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LX0738
 LX0738  VERT ORDER  -  SECOND    CLASS 0
 LX0738
 LX0738.The horizontal coordinates were scaled from a topographic map and have
 LX0738.an estimated accuracy of +/- 6 seconds.
 LX0738
 LX0738.The orthometric height was determined by differential leveling
 LX0738.and adjusted by the National Geodetic Survey in June 1991..
 LX0738
 LX0738.The geoid height was determined by GEOID03.
 LX0738
 LX0738.The dynamic height is computed by dividing the NAVD 88
 LX0738.geopotential number by the normal gravity value computed on the
 LX0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0738.degrees latitude (g = 980.6199 gals.).
 LX0738
 LX0738.The modeled gravity was interpolated from observed gravity values.
 LX0738
 LX0738;                    North         East    Units  Estimated Accuracy
 LX0738;SPC CT       -   235,860.      279,550.      MT  (+/- 180 meters Scaled)
 LX0738
 LX0738                          SUPERSEDED SURVEY CONTROL
 LX0738
 LX0738  NGVD 29 (??/??/92)   90.76   (m)          297.8    (f) COMPUTED    2 0
 LX0738
 LX0738.Superseded values are not recommended for survey control.
 LX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0738.See file dsdata.txt to determine how the superseded data were derived.
 LX0738
 LX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM623054(NAD 83)
 LX0738_MARKER: DB = BENCH MARK DISK
 LX0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0738_SP_SET: ABUTMENT
 LX0738_STAMPING: WATERBURY NO 3 1935
 LX0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0738
 LX0738  HISTORY     - Date     Condition        Report By
 LX0738  HISTORY     - 1935     MONUMENTED       CGS
 LX0738
 LX0738                          STATION DESCRIPTION
 LX0738
 LX0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0738'IN WATERVILLE.
 LX0738'AT WATERVILLE, NEW HAVEN COUNTY, AT THE HUNTINGTON AVENUE BRIDGE
 LX0738'OVER NAUGATUCK RIVER, IN THE TOP OF THE SOUTH SIDE OF THE EAST
 LX0738'ABUTMENT, 20 FEET SOUTH OF THE CENTERLINE OF THE STREET, AND
 LX0738'ABOUT LEVEL WITH THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0739 ***********************************************************************
 LX0739  DESIGNATION -  WATERBURY 3 RESET
 LX0739  PID         -  LX0739
 LX0739  STATE/COUNTY-  CT/NEW HAVEN
 LX0739  USGS QUAD   -  WATERBURY (1984)
 LX0739
 LX0739                         *CURRENT SURVEY CONTROL
 LX0739  ___________________________________________________________________
 LX0739* NAD 83(1986)-  41 35 04.     (N)    073 03 10.     (W)     SCALED    
 LX0739* NAVD 88     -        91.375  (meters)     299.79   (feet)  ADJUSTED  
 LX0739  ___________________________________________________________________
 LX0739  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX0739  DYNAMIC HT  -          91.346 (meters)     299.69  (feet)  COMP
 LX0739  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 LX0739
 LX0739  VERT ORDER  -  FIRST     CLASS II
 LX0739
 LX0739.The horizontal coordinates were scaled from a topographic map and have
 LX0739.an estimated accuracy of +/- 6 seconds.
 LX0739
 LX0739.The orthometric height was determined by differential leveling
 LX0739.and adjusted by the National Geodetic Survey in June 1991..
 LX0739
 LX0739.The geoid height was determined by GEOID03.
 LX0739
 LX0739.The dynamic height is computed by dividing the NAVD 88
 LX0739.geopotential number by the normal gravity value computed on the
 LX0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0739.degrees latitude (g = 980.6199 gals.).
 LX0739
 LX0739.The modeled gravity was interpolated from observed gravity values.
 LX0739
 LX0739;                    North         East    Units  Estimated Accuracy
 LX0739;SPC CT       -   235,860.      279,550.      MT  (+/- 180 meters Scaled)
 LX0739
 LX0739                          SUPERSEDED SURVEY CONTROL
 LX0739
 LX0739.No superseded survey control is available for this station.
 LX0739
 LX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM623054(NAD 83)
 LX0739_MARKER: DD = SURVEY DISK
 LX0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0739_SP_SET: ABUTMENT
 LX0739_STAMPING: WATERBURY 3 RESET 1971
 LX0739_MARK LOGO: CGS   
 LX0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0739
 LX0739  HISTORY     - Date     Condition        Report By
 LX0739  HISTORY     - 1971     MONUMENTED       CT0810
 LX0739  HISTORY     - 1971     GOOD             NGS
 LX0739  HISTORY     - 1985     GOOD             NGS
 LX0739
 LX0739                          STATION DESCRIPTION
 LX0739
 LX0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LX0739'AT WATERVILLE.
 LX0739'AT WATERVILLE, AT THE EAST END OF THE HUNTINGTON AVE. BRIDGE OVER
 LX0739'NAUGATUCK RIVER, 100 YARDS EAST OF STATE HIGHWAY 8, 19.8 FEET
 LX0739'WEST OF POWER POLE 23347, 40 FEET WEST OF EDGE OF THE WEST ENTRANCE
 LX0739'TO A SUNOCO STATION, 6 FEET SOUTH OF THE EAST END OF THE CONCRETE
 LX0739'BRIDGE RAIL, AND CEMENTED IN A DRILL HOLE IN THE SOUTH END OF THE
 LX0739'EAST CONCRETE BRIDGE ABUTMENT, 10 INCHES NORTH OF WHERE IT BEGINS
 LX0739'SLOPE DOWN TO SOUTH.
 LX0739
 LX0739                          STATION RECOVERY (1985)
 LX0739
 LX0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0739'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN WATERVILLE,
 LX0739'AT THE HOMER STREET BRIDGE OVER THE NAUGATUCK RIVER, IN TOP OF THE
 LX0739'SOUTH END OF THE EAST ABUTMENT, 10.06 METERS (33.0 FT) SOUTH OF THE
 LX0739'CENTERLINE OF THE AVENUE, 3.35 METERS (11.0 FT) NORTH OF THE SOUTH END
 LX0739'OF THE ABUTMENT.
 LX0739'THE MARK IS 0.1 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7201 ***********************************************************************
 LX7201  DESIGNATION -  WATERBURY AUSTIN DR TANK
 LX7201  PID         -  LX7201
 LX7201  STATE/COUNTY-  CT/NEW HAVEN
 LX7201  USGS QUAD   -  SOUTHINGTON (1992)
 LX7201
 LX7201                         *CURRENT SURVEY CONTROL
 LX7201  ___________________________________________________________________
 LX7201* NAD 83(1996)-  41 32 00.76357(N)    072 58 37.96100(W)     ADJUSTED  
 LX7201* NAVD 88     -                                                        
 LX7201  ___________________________________________________________________
 LX7201  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 LX7201  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX7201
 LX7201  HORZ ORDER  -  THIRD
 LX7201
 LX7201.The horizontal coordinates were established by classical geodetic methods
 LX7201.and adjusted by the National Geodetic Survey in August 1998..
 LX7201
 LX7201
 LX7201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7201
 LX7201.The geoid height was determined by GEOID03.
 LX7201
 LX7201;                    North         East     Units Scale Factor Converg.
 LX7201;SPC CT       -   230,189.622   285,839.464   MT  0.99998314   -0 09 02.4
 LX7201;SPC CT       -   755,213.78    937,791.64   sFT  0.99998314   -0 09 02.4
 LX7201;UTM  18      - 4,599,963.915   668,744.690   MT  0.99995043   +1 20 29.6
 LX7201
 LX7201                          SUPERSEDED SURVEY CONTROL
 LX7201
 LX7201  NAD 83(1992)-  41 32 00.76303(N)    072 58 37.96132(W) AD(       ) 4
 LX7201  NAD 83(1986)-  41 32 00.76495(N)    072 58 37.96342(W) AD(       ) 4
 LX7201  NAD 27      -  41 32 00.41652(N)    072 58 39.58636(W) AD(       ) 3
 LX7201
 LX7201.Superseded values are not recommended for survey control.
 LX7201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7201.See file dsdata.txt to determine how the superseded data were derived.
 LX7201
 LX7201_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6874599964(NAD 83)
 LX7201_MARKER: 53 = ELEVATED TANK
 LX7201
 LX7201  HISTORY     - Date     Condition        Report By
 LX7201  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7201
 LX7201                          STATION DESCRIPTION
 LX7201
 LX7201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7201'THE STATION, IS THE TOP CENTER (VENT IS NOT CENTERED) OF THE
 LX7201'PALE BLUE, PEDESTAL SPHEROID, WATERBURY AUSTIN DRIVE
 LX7201'TANK, THAT IS ABOUT 33.5 METERS (110 FT) HIGH.
 LX7201'
 LX7201'THE STATION IS LOCATED 5.6 KM (3.5 MI) SOUTHEAST OF DOWNTOWN,
 LX7201'0.8 KM (0.5 MI) SOUTH OF INTERSTATE HIGHWAY 84, 0.3 KM
 LX7201'(0.2 MI) SOUTH-SOUTHWEST OF THE NEVILLE INDUSTRIAL PARK, AT
 LX7201'THE SOUTH END OF AUSTIN DRIVE.
 LX7201'OWNERSHIP--CITY OF WATERBURY, WATERBURY CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7197 ***********************************************************************
 LX7197  DESIGNATION -  WATERBURY BYAM RD STANDPIPE
 LX7197  PID         -  LX7197
 LX7197  STATE/COUNTY-  CT/NEW HAVEN
 LX7197  USGS QUAD   -  SOUTHINGTON (1992)
 LX7197
 LX7197                         *CURRENT SURVEY CONTROL
 LX7197  ___________________________________________________________________
 LX7197* NAD 83(1996)-  41 32 58.28957(N)    072 57 42.64864(W)     ADJUSTED  
 LX7197* NAVD 88     -                                                        
 LX7197  ___________________________________________________________________
 LX7197  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 LX7197  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX7197
 LX7197  HORZ ORDER  -  THIRD
 LX7197
 LX7197.The horizontal coordinates were established by classical geodetic methods
 LX7197.and adjusted by the National Geodetic Survey in August 1998..
 LX7197
 LX7197
 LX7197.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7197
 LX7197.The geoid height was determined by GEOID03.
 LX7197
 LX7197;                    North         East     Units Scale Factor Converg.
 LX7197;SPC CT       -   231,961.076   287,126.007   MT  0.99998318   -0 08 25.7
 LX7197;SPC CT       -   761,025.63    942,012.57   sFT  0.99998318   -0 08 25.7
 LX7197;UTM  18      - 4,601,768.222   669,984.623   MT  0.99995559   +1 21 07.8
 LX7197
 LX7197                          SUPERSEDED SURVEY CONTROL
 LX7197
 LX7197  NAD 83(1992)-  41 32 58.28905(N)    072 57 42.64890(W) AD(       ) 4
 LX7197  NAD 83(1986)-  41 32 58.29090(N)    072 57 42.65082(W) AD(       ) 4
 LX7197  NAD 27      -  41 32 57.94234(N)    072 57 44.27725(W) AD(       ) 3
 LX7197
 LX7197.Superseded values are not recommended for survey control.
 LX7197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7197.See file dsdata.txt to determine how the superseded data were derived.
 LX7197
 LX7197_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6998501768(NAD 83)
 LX7197_MARKER: 52 = STANDPIPE TANK
 LX7197
 LX7197  HISTORY     - Date     Condition        Report By
 LX7197  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7197
 LX7197                          STATION DESCRIPTION
 LX7197
 LX7197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7197'THE STATION, IS THE VENT ATOP THE DULL WHITE,
 LX7197'WATERBURY BYAM ROAD STANDPIPE,
 LX7197'WHICH IS ABOUT 38.1 METERS (125 FT) HIGH.
 LX7197'
 LX7197'THE STATION IS LOCATED 6.4 KM (4 MI) EAST OF DOWNTOWN, 1.2 KM
 LX7197'(0.75 MI) NORTH OF INTERSTATE HIGHWAY 84, 1.2 KM (0.75 MI)
 LX7197'SOUTHWEST OF THE SOUTH END OF HITCHCOCK LAKE, 0.2 KM (0.15 MI)
 LX7197'WEST OF BYAM ROAD, INSIDE A FENCED ENCLOSURE IN AN OPEN
 LX7197'FIELD.
 LX7197'OWNERSHIP-- CITY OF WATERBURY, WATERBURY CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3563 ***********************************************************************
 LX3563  DESIGNATION -  WATERBURY CLOUGH ST TANK
 LX3563  PID         -  LX3563
 LX3563  STATE/COUNTY-  CT/NEW HAVEN
 LX3563  USGS QUAD   -  WATERBURY (1984)
 LX3563
 LX3563                         *CURRENT SURVEY CONTROL
 LX3563  ___________________________________________________________________
 LX3563* NAD 83(1996)-  41 33 52.30774(N)    073 05 03.62993(W)     ADJUSTED  
 LX3563* NAVD 88     -                                                        
 LX3563  ___________________________________________________________________
 LX3563  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 LX3563  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX3563
 LX3563  HORZ ORDER  -  THIRD
 LX3563
 LX3563.The horizontal coordinates were established by classical geodetic methods
 LX3563.and adjusted by the National Geodetic Survey in August 1998..
 LX3563
 LX3563
 LX3563.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3563
 LX3563.The geoid height was determined by GEOID03.
 LX3563
 LX3563;                    North         East     Units Scale Factor Converg.
 LX3563;SPC CT       -   233,659.866   276,912.628   MT  0.99998329   -0 13 18.1
 LX3563;SPC CT       -   766,599.08    908,504.18   sFT  0.99998329   -0 13 18.1
 LX3563;UTM  18      - 4,603,200.296   659,730.954   MT  0.99991399   +1 16 16.5
 LX3563
 LX3563                          SUPERSEDED SURVEY CONTROL
 LX3563
 LX3563  NAD 83(1992)-  41 33 52.30724(N)    073 05 03.63029(W) AD(       ) 4
 LX3563  NAD 83(1986)-  41 33 52.30917(N)    073 05 03.63218(W) AD(       ) 4
 LX3563  NAD 27      -  41 33 51.96256(N)    073 05 05.23825(W) AD(       ) 3
 LX3563
 LX3563.Superseded values are not recommended for survey control.
 LX3563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3563.See file dsdata.txt to determine how the superseded data were derived.
 LX3563
 LX3563_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5973103200(NAD 83)
 LX3563_MARKER: 53 = ELEVATED TANK
 LX3563
 LX3563  HISTORY     - Date     Condition        Report By
 LX3563  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3563
 LX3563                          STATION DESCRIPTION
 LX3563
 LX3563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3563'THE STATION, IS THE VENT ATOP THE DOME SHAPED TOP, 4
 LX3563'LEGGED 30.5 METERS (100 FT) HIGH WATERBURY CLOUGH STREET
 LX3563'TANK.  THE TANK IS BEING SANDED AT THIS TIME.
 LX3563'
 LX3563'THE STATION IS LOCATED 3.6 KM (2.25 MI) WEST-NORTHWEST OF
 LX3563'DOWNTOWN WATERBURY, 2.2 KM (1.4 MI) WEST-SOUTHWEST OF THE
 LX3563'JUNCTION OF STATE HIGHWAYS 8 AND 73, 1 KM (0.6 MI) EAST OF
 LX3563'STATE HIGHWAY 63, 38 METERS (125 FT) WEST OF CLOUGH STREET.
 LX3563'OWNERSHIP--CITY OF WATERBURY, WATERBURY CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3547 ***********************************************************************
 LX3547  DESIGNATION -  WATERBURY GREEN MUN TANK
 LX3547  PID         -  LX3547
 LX3547  STATE/COUNTY-  CT/NEW HAVEN
 LX3547  USGS QUAD   -  WATERBURY (1984)
 LX3547
 LX3547                         *CURRENT SURVEY CONTROL
 LX3547  ___________________________________________________________________
 LX3547* NAD 83(1996)-  41 34 23.98705(N)    073 02 06.32875(W)     ADJUSTED  
 LX3547* NAVD 88     -                                                        
 LX3547  ___________________________________________________________________
 LX3547  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 LX3547  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX3547
 LX3547  HORZ ORDER  -  THIRD
 LX3547
 LX3547.The horizontal coordinates were established by classical geodetic methods
 LX3547.and adjusted by the National Geodetic Survey in August 1998..
 LX3547
 LX3547
 LX3547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3547
 LX3547.The geoid height was determined by GEOID03.
 LX3547
 LX3547;                    North         East     Units Scale Factor Converg.
 LX3547;SPC CT       -   234,622.470   281,023.887   MT  0.99998338   -0 11 20.5
 LX3547;SPC CT       -   769,757.22    921,992.54   sFT  0.99998338   -0 11 20.5
 LX3547;UTM  18      - 4,604,269.630   663,815.485   MT  0.99993025   +1 18 15.0
 LX3547
 LX3547                          SUPERSEDED SURVEY CONTROL
 LX3547
 LX3547  NAD 83(1992)-  41 34 23.98649(N)    073 02 06.32879(W) AD(       ) 4
 LX3547  NAD 83(1986)-  41 34 23.98845(N)    073 02 06.33106(W) AD(       ) 4
 LX3547  NAD 27      -  41 34 23.64000(N)    073 02 07.95000(W) AD(       ) 3
 LX3547
 LX3547.Superseded values are not recommended for survey control.
 LX3547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3547.See file dsdata.txt to determine how the superseded data were derived.
 LX3547
 LX3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6381504270(NAD 83)
 LX3547_MARKER: 51 = TANK
 LX3547
 LX3547  HISTORY     - Date     Condition        Report By
 LX3547  HISTORY     - 1942     FIRST OBSERVED   CGS
 LX3547  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX3547
 LX3547                          STATION DESCRIPTION
 LX3547
 LX3547'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3547'THIS INTERSECTION STATION IS LOCATED IN THE NE PART OF THE
 LX3547'CITY OF WATERBURY AT THE INTERSECTION OF HILL AND CITIZEN
 LX3547'STREETS.  IT IS COMMONLY REFERRED TO AS THE HILL STREET WATER
 LX3547'TANK.  THE TANK IS 125 FEET HIGH, GREEN IN COLOR AND HAS A
 LX3547'CAPACITY OF APPROXIMATELY 10,000 GALLONS.
 LX3547'
 LX3547'THE STATION WAS LOCATED BY TRIANGULATION INTERSECTION FROM
 LX3547'STATIONS HOWE 1938 AND WATERBURY.
 LX3547'
 LX3547'THE POINT SIGHTED UPON WAS THE BALL FINIAL AT THE TOP OF THE
 LX3547'TANK.
 LX3547
 LX3547                          STATION RECOVERY (1984)
 LX3547
 LX3547'RECOVERY NOTE BY US POWER SQUADRON 1984 (JWF)
 LX3547'NOT RECOVERED.
 LX3547'
 LX3547'TANK REMOVED ABOUT 13 YRS AGO.
 LX3547'
 LX3547'NO MARKERS LEFT.
 LX3547'
 LX3547'5 HOUSES BUILT ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7206 ***********************************************************************
 LX7206  DESIGNATION -  WATERBURY KENT ST TANK
 LX7206  PID         -  LX7206
 LX7206  STATE/COUNTY-  CT/NEW HAVEN
 LX7206  USGS QUAD   -  SOUTHINGTON (1992)
 LX7206
 LX7206                         *CURRENT SURVEY CONTROL
 LX7206  ___________________________________________________________________
 LX7206* NAD 83(1996)-  41 33 21.44072(N)    072 59 22.71906(W)     ADJUSTED  
 LX7206* NAVD 88     -                                                        
 LX7206  ___________________________________________________________________
 LX7206  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LX7206  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 LX7206
 LX7206  HORZ ORDER  -  THIRD
 LX7206
 LX7206.The horizontal coordinates were established by classical geodetic methods
 LX7206.and adjusted by the National Geodetic Survey in August 1998..
 LX7206
 LX7206
 LX7206.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7206
 LX7206.The geoid height was determined by GEOID03.
 LX7206
 LX7206;                    North         East     Units Scale Factor Converg.
 LX7206;SPC CT       -   232,681.363   284,808.833   MT  0.99998322   -0 09 32.0
 LX7206;SPC CT       -   763,388.77    934,410.31   sFT  0.99998322   -0 09 32.0
 LX7206;UTM  18      - 4,602,427.881   667,649.547   MT  0.99994589   +1 20 02.0
 LX7206
 LX7206                          SUPERSEDED SURVEY CONTROL
 LX7206
 LX7206  NAD 83(1992)-  41 33 21.44018(N)    072 59 22.71934(W) AD(       ) 4
 LX7206  NAD 83(1986)-  41 33 21.44206(N)    072 59 22.72129(W) AD(       ) 4
 LX7206  NAD 27      -  41 33 21.09410(N)    072 59 24.34259(W) AD(       ) 3
 LX7206
 LX7206.Superseded values are not recommended for survey control.
 LX7206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7206.See file dsdata.txt to determine how the superseded data were derived.
 LX7206
 LX7206_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6765002428(NAD 83)
 LX7206_MARKER: 53 = ELEVATED TANK
 LX7206
 LX7206  HISTORY     - Date     Condition        Report By
 LX7206  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7206
 LX7206                          STATION DESCRIPTION
 LX7206
 LX7206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7206'THE STATION, IS THE VENT ATOP THE DOME SHAPED TOP, 4 LEGGED,
 LX7206'SILVER, WATERBURY KENT STREET TANK,
 LX7206'THAT IS 33.5 METERS (110 FT) HIGH.  THE TANK IS
 LX7206'BEING SANDED AT THIS TIME FOR PAINTING.
 LX7206'
 LX7206'THE STATION IS LOCATED 4 KM (2.5 MI) EAST OF DOWNTOWN WATERBURY,
 LX7206'1.6 KM (1 MI) NORTH OF INTERSTATE HIGHWAY 84, ABOUT
 LX7206'35 METERS (115 FT) NORTH OF KENT STREET, IN THE CENTER OF
 LX7206'A SMALL SQUARE FORMED BY HOUSES FACING FOUR DIFFERENT STREETS.
 LX7206'OWNERSHIP--CITY OF WATERBURY, WATERBURY CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3554 ***********************************************************************
 LX3554  DESIGNATION -  WATERBURY LONG HILL MUN TANK
 LX3554  PID         -  LX3554
 LX3554  STATE/COUNTY-  CT/NEW HAVEN
 LX3554  USGS QUAD   -  WATERBURY (1984)
 LX3554
 LX3554                         *CURRENT SURVEY CONTROL
 LX3554  ___________________________________________________________________
 LX3554* NAD 83(1996)-  41 34 13.73515(N)    073 00 59.07588(W)     ADJUSTED  
 LX3554* NAVD 88     -                                                        
 LX3554  ___________________________________________________________________
 LX3554  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LX3554  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX3554
 LX3554  HORZ ORDER  -  THIRD
 LX3554
 LX3554.The horizontal coordinates were established by classical geodetic methods
 LX3554.and adjusted by the National Geodetic Survey in August 1998..
 LX3554
 LX3554
 LX3554.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3554
 LX3554.The geoid height was determined by GEOID03.
 LX3554
 LX3554;                    North         East     Units Scale Factor Converg.
 LX3554;SPC CT       -   234,301.219   282,580.938   MT  0.99998335   -0 10 35.9
 LX3554;SPC CT       -   768,703.25    927,100.96   sFT  0.99998335   -0 10 35.9
 LX3554;UTM  18      - 4,603,989.076   665,380.301   MT  0.99993659   +1 18 59.4
 LX3554
 LX3554                          SUPERSEDED SURVEY CONTROL
 LX3554
 LX3554  NAD 83(1992)-  41 34 13.73464(N)    073 00 59.07619(W) AD(       ) 4
 LX3554  NAD 83(1986)-  41 34 13.73685(N)    073 00 59.07930(W) AD(       ) 4
 LX3554  NAD 27      -  41 34 13.38900(N)    073 01 00.69581(W) AD(       ) 3
 LX3554
 LX3554.Superseded values are not recommended for survey control.
 LX3554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3554.See file dsdata.txt to determine how the superseded data were derived.
 LX3554
 LX3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6538003989(NAD 83)
 LX3554_MARKER: 53 = ELEVATED TANK
 LX3554
 LX3554  HISTORY     - Date     Condition        Report By
 LX3554  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3554
 LX3554                          STATION DESCRIPTION
 LX3554
 LX3554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3554'THE STATION, IS THE VENT ATOP THE PALE WHITE, DOME SHAPED TOP,
 LX3554'4 LEGGED, WATERBURY LONG HILL MUNICIPAL  TANK
 LX3554'THAT IS 26.8 METERS (88 FT) HIGH.
 LX3554'
 LX3554'THE STATION IS LOCATED 2.4 KM (1.5 MI) NORTHEAST OF DOWNTOWN
 LX3554'WATERBURY, 0.4 KM (0.25 MI) EAST OF THE SOUTH END OF GREAT
 LX3554'BROOK RESERVOIR, ABOUT 25 METERS (82 FT) SOUTH OF
 LX3554'TRIANGULATION STATION WATERBURY 1938.
 LX3554'OWNERSHIP--CITY OF WATERBURY, WATERBURY CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3548 ***********************************************************************
 LX3548  DESIGNATION -  WATERBURY MUNICIPAL STANDPIPE
 LX3548  PID         -  LX3548
 LX3548  STATE/COUNTY-  CT/NEW HAVEN
 LX3548  USGS QUAD   -  WATERBURY (1984)
 LX3548
 LX3548                         *CURRENT SURVEY CONTROL
 LX3548  ___________________________________________________________________
 LX3548* NAD 83(1996)-  41 36 36.24790(N)    073 01 17.47280(W)     ADJUSTED  
 LX3548* NAVD 88     -                                                        
 LX3548  ___________________________________________________________________
 LX3548  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 LX3548  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX3548
 LX3548  HORZ ORDER  -  THIRD
 LX3548
 LX3548.The horizontal coordinates were established by classical geodetic methods
 LX3548.and adjusted by the National Geodetic Survey in August 1998..
 LX3548
 LX3548
 LX3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3548
 LX3548.The geoid height was determined by GEOID03.
 LX3548
 LX3548;                    North         East     Units Scale Factor Converg.
 LX3548;SPC CT       -   238,699.182   282,168.539   MT  0.99998403   -0 10 48.1
 LX3548;SPC CT       -   783,132.23    925,747.95   sFT  0.99998403   -0 10 48.1
 LX3548;UTM  18      - 4,608,374.584   664,853.429   MT  0.99993444   +1 18 50.8
 LX3548
 LX3548                          SUPERSEDED SURVEY CONTROL
 LX3548
 LX3548  NAD 83(1992)-  41 36 36.24759(N)    073 01 17.47314(W) AD(       ) 4
 LX3548  NAD 83(1986)-  41 36 36.24925(N)    073 01 17.47503(W) AD(       ) 4
 LX3548  NAD 27      -  41 36 35.90000(N)    073 01 19.10000(W) AD(       ) 3
 LX3548
 LX3548.Superseded values are not recommended for survey control.
 LX3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3548.See file dsdata.txt to determine how the superseded data were derived.
 LX3548
 LX3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6485308375(NAD 83)
 LX3548
 LX3548  HISTORY     - Date     Condition        Report By
 LX3548  HISTORY     - 1942     MONUMENTED       CGS
 LX3548  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX3548
 LX3548                          STATION DESCRIPTION
 LX3548
 LX3548'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3548'THIS INTERSECTION STATION IS LOCATED ABOUT 3.0 MILES NE OF
 LX3548'THE CITY OF WATERBURY.  IT IS ABOUT 0.1 MILE N OF THE
 LX3548'INTERSECTION OF GRASSY HILL STREET AND DORIS AVENUE.  THE
 LX3548'STANDPIPE IS USED AS AN EMERGENCY SOURCE OF WATER SUPPLY FOR
 LX3548'THE CITY OF WATERBURY, WHICH SUPPLIES WATER TO THE TWO WATER
 LX3548'TANKS WITHIN THE CITY LIMITS.  THE STANDPIPE IS ABOUT 40 FEET
 LX3548'HIGH, BLACK IN COLOR WITH A CAPACITY OF 100,000 GALLONS.
 LX3548'
 LX3548'THE STATION WAS LOCATED BY TRIANGULATION INTERSECTION FROM
 LX3548'STATIONS HOWE 1938 AND WATERBURY.
 LX3548'
 LX3548'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE TOP.
 LX3548'
 LX3548'TO REACH THE STATION FROM THE INTERSECTION OF COOK STREET AND
 LX3548'CHASE AVENUE IN NE WATERBURY, GO E ON COOK STREET UP A GRADE
 LX3548'FOR 0.2 MILE TO ITS JUNCTION WITH BOYDEN STREET.  TURN RIGHT
 LX3548'AND FOLLOW BOYDEN STREET EASTERLY FOR ABOUT 1.5 MILES TO A
 LX3548'T-INTERSECTION, TURN LEFT ON A MACADAM ROAD FOR 1.0 MILE TO A
 LX3548'T-ROAD RIGHT, TURN RIGHT FOR 0.4 MILE TO A DIRT ROAD LEADING
 LX3548'LEFT TO A LARGE HOUSE AND STATION.
 LX3548
 LX3548                          STATION RECOVERY (1983)
 LX3548
 LX3548'RECOVERY NOTE BY US POWER SQUADRON 1983 (JWF)
 LX3548'VAN 1981 NO. 1 RECOVERED GOOD.
 LX3548'
 LX3548'THIS IS MARKED BY A WITNESS POST.
 LX3548'
 LX3548'MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 LX3548'PROJECTING ABOUT 1 FT ABOVE GROUND 103 FT SOUTH OF TANK 40 FT
 LX3548'SW OF CORNER OF CHAIN LINK FENCE.
 LX3548'
 LX3548'WATER TANK IS NOW GREEN IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3560 ***********************************************************************
 LX3560  DESIGNATION -  WATERBURY MURRY PARK TANK
 LX3560  PID         -  LX3560
 LX3560  STATE/COUNTY-  CT/NEW HAVEN
 LX3560  USGS QUAD   -  WATERBURY (1984)
 LX3560
 LX3560                         *CURRENT SURVEY CONTROL
 LX3560  ___________________________________________________________________
 LX3560* NAD 83(1996)-  41 31 33.75668(N)    073 03 47.16200(W)     ADJUSTED  
 LX3560* NAVD 88     -                                                        
 LX3560  ___________________________________________________________________
 LX3560  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 LX3560  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 LX3560
 LX3560  HORZ ORDER  -  THIRD
 LX3560
 LX3560.The horizontal coordinates were established by classical geodetic methods
 LX3560.and adjusted by the National Geodetic Survey in August 1998..
 LX3560
 LX3560
 LX3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3560
 LX3560.The geoid height was determined by GEOID03.
 LX3560
 LX3560;                    North         East     Units Scale Factor Converg.
 LX3560;SPC CT       -   229,378.856   278,668.887   MT  0.99998315   -0 12 27.4
 LX3560;SPC CT       -   752,553.80    914,266.17   sFT  0.99998315   -0 12 27.4
 LX3560;UTM  18      - 4,598,966.758   661,597.994   MT  0.99992137   +1 17 03.7
 LX3560
 LX3560                          SUPERSEDED SURVEY CONTROL
 LX3560
 LX3560  NAD 83(1992)-  41 31 33.75605(N)    073 03 47.16252(W) AD(       ) 4
 LX3560  NAD 83(1986)-  41 31 33.75778(N)    073 03 47.16604(W) AD(       ) 4
 LX3560  NAD 27      -  41 31 33.41057(N)    073 03 48.77236(W) AD(       ) 3
 LX3560
 LX3560.Superseded values are not recommended for survey control.
 LX3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3560.See file dsdata.txt to determine how the superseded data were derived.
 LX3560
 LX3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6159898967(NAD 83)
 LX3560_MARKER: 53 = ELEVATED TANK
 LX3560
 LX3560  HISTORY     - Date     Condition        Report By
 LX3560  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3560  HISTORY     - 1982     GOOD             NGS
 LX3560
 LX3560                          STATION DESCRIPTION
 LX3560
 LX3560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3560'THE STATION, IS VENT ATOP THE 4 LEGGED, DOME SHAPED TOP,
 LX3560'GRAY, WTAERBURY MURRAY PARK WATER TANK, THAT IS 45.7 METERS
 LX3560'(150 FT) HIGH.
 LX3560'OWNERSHIP--CITY OF WATERBURY, WATERBURY CT.
 LX3560'
 LX3560'THE STATION IS LOCATED 4 KM (2.5 MI) NORTH OF NAUGATUCK,
 LX3560'3.6 KM (2.25 MI) SOUTHWEST OF DOWNTOWN WATERBURY
 LX3560'1.6 KM (1 MI) WEST OF STATE HIGHWAY 8, ON THE
 LX3560'WEST SIDE OF MURRAY COMMUNITY PARK.
 LX3560'OWNERSHIP--CITY OF WATERBURY, WATERBURY CT.
 LX3560
 LX3560                          STATION RECOVERY (1982)
 LX3560
 LX3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3560'THE STAION WAS RECOVERED IN GOOD CONDITION AND AS
 LX3560'DESCRIBED IN 1981.
 LX3560'
 LX3560'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3544 ***********************************************************************
 LX3544  DESIGNATION -  WATERBURY RAD STA WBRY W MAST
 LX3544  PID         -  LX3544
 LX3544  STATE/COUNTY-  CT/NEW HAVEN
 LX3544  USGS QUAD   -  WATERBURY (1984)
 LX3544
 LX3544                         *CURRENT SURVEY CONTROL
 LX3544  ___________________________________________________________________
 LX3544* NAD 83(1996)-  41 35 29.61643(N)    073 02 30.77269(W)     ADJUSTED  
 LX3544* NAVD 88     -                                                        
 LX3544  ___________________________________________________________________
 LX3544  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 LX3544  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX3544
 LX3544  HORZ ORDER  -  THIRD
 LX3544
 LX3544.The horizontal coordinates were established by classical geodetic methods
 LX3544.and adjusted by the National Geodetic Survey in August 1998..
 LX3544
 LX3544
 LX3544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3544
 LX3544.The geoid height was determined by GEOID03.
 LX3544
 LX3544;                    North         East     Units Scale Factor Converg.
 LX3544;SPC CT       -   236,649.076   280,464.441   MT  0.99998365   -0 11 36.7
 LX3544;SPC CT       -   776,406.18    920,157.09   sFT  0.99998365   -0 11 36.7
 LX3544;UTM  18      - 4,606,280.859   663,203.445   MT  0.99992778   +1 18 00.4
 LX3544
 LX3544                          SUPERSEDED SURVEY CONTROL
 LX3544
 LX3544  NAD 83(1992)-  41 35 29.61603(N)    073 02 30.77308(W) AD(       ) 4
 LX3544  NAD 83(1986)-  41 35 29.61777(N)    073 02 30.77488(W) AD(       ) 4
 LX3544  NAD 27      -  41 35 29.27000(N)    073 02 32.39300(W) AD(       ) 3
 LX3544
 LX3544.Superseded values are not recommended for survey control.
 LX3544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3544.See file dsdata.txt to determine how the superseded data were derived.
 LX3544
 LX3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6320306281(NAD 83)
 LX3544
 LX3544  HISTORY     - Date     Condition        Report By
 LX3544  HISTORY     - 1942     MONUMENTED       CGS
 LX3544  HISTORY     - 1984     GOOD             USPSQD
 LX3544
 LX3544                          STATION DESCRIPTION
 LX3544
 LX3544'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3544'THIS INTERSECTION STATION IS LOCATED ABOUT 1.5 MILES NE OF
 LX3544'THE CENTER OF THE CITY OF WATERBURY.  THE MASTS ARE THE
 LX3544'TWIN STEEL STRUCTURES, 196 FEET IN HEIGHT WITH A RED LIGHT AT
 LX3544'THE TOP OF THE WBRY RADIO STATION.  THEY WERE ERECTED IN
 LX3544'THEIR PRESENT LOCATION SEPTEMBER 8, 1942.
 LX3544'
 LX3544'BOTH MASTS WERE LOCATED BY TRIANGULATION INTERSECTION FROM
 LX3544'STATIONS SPINDLE, HOWE 1938, AND WATERBURY.
 LX3544'
 LX3544'THE POINT OBSERVED UPON WAS THE RED LIGHT AT THE TOP OF
 LX3544'EACH MAST.
 LX3544'
 LX3544'TO REACH THE STATION FROM THE INTERSECTION OF COOK STREET
 LX3544'AND CHASE AVENUE IN NE WATERBURY, GO E ON COOK STREET UP A
 LX3544'GRADE FOR 0.2 MILE TO ITS JUNCTION WITH BOYDEN STREET.  TURN
 LX3544'RIGHT UP A STEEP HILL FOR 0.6 MILE TO THE RADIO MASTS ON THE LEFT.
 LX3544
 LX3544                          STATION RECOVERY (1984)
 LX3544
 LX3544'RECOVERY NOTE BY US POWER SQUADRON 1984 (JWF)
 LX3544'STATION RECOVERED GOOD.
 LX3544'
 LX3544'RADIO STATION IS NOW WQQW.
 LX3544'
 LX3544'MASTS ARE STILL IN SAME LOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3545 ***********************************************************************
 LX3545  DESIGNATION -  WATERBURY RAD STA WBRY E MAST
 LX3545  PID         -  LX3545
 LX3545  STATE/COUNTY-  CT/NEW HAVEN
 LX3545  USGS QUAD   -  WATERBURY (1984)
 LX3545
 LX3545                         *CURRENT SURVEY CONTROL
 LX3545  ___________________________________________________________________
 LX3545* NAD 83(1996)-  41 35 30.70769(N)    073 02 26.79617(W)     ADJUSTED  
 LX3545* NAVD 88     -                                                        
 LX3545  ___________________________________________________________________
 LX3545  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 LX3545  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX3545
 LX3545  HORZ ORDER  -  THIRD
 LX3545
 LX3545.The horizontal coordinates were established by classical geodetic methods
 LX3545.and adjusted by the National Geodetic Survey in August 1998..
 LX3545
 LX3545
 LX3545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3545
 LX3545.The geoid height was determined by GEOID03.
 LX3545
 LX3545;                    North         East     Units Scale Factor Converg.
 LX3545;SPC CT       -   236,682.432   280,556.651   MT  0.99998366   -0 11 34.1
 LX3545;SPC CT       -   776,515.61    920,459.61   sFT  0.99998366   -0 11 34.1
 LX3545;UTM  18      - 4,606,316.605   663,294.749   MT  0.99992815   +1 18 03.1
 LX3545
 LX3545                          SUPERSEDED SURVEY CONTROL
 LX3545
 LX3545  NAD 83(1992)-  41 35 30.70729(N)    073 02 26.79657(W) AD(       ) 4
 LX3545  NAD 83(1986)-  41 35 30.70903(N)    073 02 26.79835(W) AD(       ) 4
 LX3545  NAD 27      -  41 35 30.36100(N)    073 02 28.41600(W) AD(       ) 3
 LX3545
 LX3545.Superseded values are not recommended for survey control.
 LX3545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3545.See file dsdata.txt to determine how the superseded data were derived.
 LX3545
 LX3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6329506317(NAD 83)
 LX3545
 LX3545  HISTORY     - Date     Condition        Report By
 LX3545  HISTORY     - 1942     MONUMENTED       CGS
 LX3545  HISTORY     - 1984     GOOD             USPSQD
 LX3545
 LX3545                          STATION DESCRIPTION
 LX3545
 LX3545'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3545'THIS INTERSECTION STATION IS LOCATED ABOUT 1.5 MILES NE OF THE
 LX3545'CENTER OF THE CITY OF WATERBURY.  THE MASTS ARE THE TWIN
 LX3545'STEEL STRUCTURES, 196 FEET IN HEIGHT WITH A RED LIGHT AT
 LX3545'THE TOP OF THE WBRY RADIO STATION.  THEY WERE ERECTED IN
 LX3545'THEIR PRESENT LOCATION SEPTEMBER 8, 1942.
 LX3545'
 LX3545'BOTH MASTS WERE LOCATED BY TRIANGULATION INTERSECTION FROM
 LX3545'STATIONS SPINDLE, HOWE 1938, AND WATERBURY.
 LX3545'
 LX3545'THE POINT OBSERVED UPON WAS THE RED LIGHT AT THE TOP OF
 LX3545'EACH MAST.
 LX3545'
 LX3545'TO REACH THE STATION FROM THE INTERSECTION OF COOK STREET AND
 LX3545'CHASE AVENUE IN NE WATERBURY, GO E ON COOK STREET UP A GRADE
 LX3545'FOR 0.2 MILE TO ITS JUNCTION WITH BOYDEN STREET.  TURN RIGHT
 LX3545'UP A STEEP HILL FOR 0.6 MILE TO THE RADIO MASTS ON THE LEFT.
 LX3545
 LX3545                          STATION RECOVERY (1984)
 LX3545
 LX3545'RECOVERY NOTE BY US POWER SQUADRON 1984 (JWF)
 LX3545'STATION RECOVERED GOOD.
 LX3545'
 LX3545'RADIO STATION IS NOW WQQW.
 LX3545'
 LX3545'MASTS ARE STILL IN SAME LOC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3546 ***********************************************************************
 LX3546  DESIGNATION -  WATERBURY RR STA CLOCKTOWER
 LX3546  PID         -  LX3546
 LX3546  STATE/COUNTY-  CT/NEW HAVEN
 LX3546  USGS QUAD   -  WATERBURY (1984)
 LX3546
 LX3546                         *CURRENT SURVEY CONTROL
 LX3546  ___________________________________________________________________
 LX3546* NAD 83(1996)-  41 33 18.28500(N)    073 02 49.11213(W)     ADJUSTED  
 LX3546* NAVD 88     -                                                        
 LX3546  ___________________________________________________________________
 LX3546  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 LX3546  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX3546
 LX3546  HORZ ORDER  -  THIRD
 LX3546
 LX3546.The horizontal coordinates were established by classical geodetic methods
 LX3546.and adjusted by the National Geodetic Survey in August 1998..
 LX3546
 LX3546
 LX3546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3546
 LX3546.The geoid height was determined by GEOID03.
 LX3546
 LX3546;                    North         East     Units Scale Factor Converg.
 LX3546;SPC CT       -   232,598.858   280,025.772   MT  0.99998321   -0 11 48.9
 LX3546;SPC CT       -   763,118.09    918,717.89   sFT  0.99998321   -0 11 48.9
 LX3546;UTM  18      - 4,602,220.813   662,870.484   MT  0.99992645   +1 17 44.9
 LX3546
 LX3546                          SUPERSEDED SURVEY CONTROL
 LX3546
 LX3546  NAD 83(1992)-  41 33 18.28447(N)    073 02 49.11245(W) AD(       ) 4
 LX3546  NAD 83(1986)-  41 33 18.28642(N)    073 02 49.11439(W) AD(       ) 4
 LX3546  NAD 27      -  41 33 17.94000(N)    073 02 50.73000(W) AD(       ) 3
 LX3546
 LX3546.Superseded values are not recommended for survey control.
 LX3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3546.See file dsdata.txt to determine how the superseded data were derived.
 LX3546
 LX3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6287002221(NAD 83)
 LX3546_MARKER: 55 = TOWER
 LX3546
 LX3546  HISTORY     - Date     Condition        Report By
 LX3546  HISTORY     - 1942     FIRST OBSERVED   CGS
 LX3546  HISTORY     - 1981     GOOD             NGS
 LX3546  HISTORY     - 1984     GOOD             USPSQD
 LX3546
 LX3546                          STATION DESCRIPTION
 LX3546
 LX3546'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3546'THE WATERBURY RAILROAD STATION IS LOCATED IN THE WEST-SOUTHWESTERN
 LX3546'SECTION OF WATERBURY, ABOUT 300 FEET W OF CONNECTICUT STATE
 LX3546'HIGHWAY 6.  IT IS A LARGE BRICK BUILDING THAT WAS ERECTED IN
 LX3546'1909.  NEAR THE SE SECTION OF THE MAIN OFFICE BUILDING IS A CLOCK
 LX3546'TOWER THAT IS 235 FEET HIGH.  THE CLOCK IS 100 FEET FROM THE
 LX3546'EXTREME TOP OF THE TOWER.  THE APEX OF THE CLOCK TOWER ROOF WAS
 LX3546'THE POINT OBSERVED.
 LX3546'
 LX3546'THIS IS AN INTERSECTION STATION.
 LX3546
 LX3546                          STATION RECOVERY (1981)
 LX3546
 LX3546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3546'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED,
 LX3546'EXCEPT THAT THE BUILDING NOW HOUSES THE WATERBURY
 LX3546'REPUBLICAN AND AMERICAN NEWSPAPER COMPANY.
 LX3546
 LX3546                          STATION RECOVERY (1984)
 LX3546
 LX3546'RECOVERY NOTE BY US POWER SQUADRON 1984 (JWF)
 LX3546'NO CHANGE IN CLOCK TOWER RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3550 ***********************************************************************
 LX3550  DESIGNATION -  WATERBURY SQUAT MUN TANK
 LX3550  PID         -  LX3550
 LX3550  STATE/COUNTY-  CT/NEW HAVEN
 LX3550  USGS QUAD   -  WATERBURY (1984)
 LX3550
 LX3550                         *CURRENT SURVEY CONTROL
 LX3550  ___________________________________________________________________
 LX3550* NAD 83(1996)-  41 34 14.47386(N)    073 00 58.98048(W)     ADJUSTED  
 LX3550* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 LX3550  ___________________________________________________________________
 LX3550  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 LX3550  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX3550
 LX3550  HORZ ORDER  -  THIRD
 LX3550
 LX3550.The horizontal coordinates were established by classical geodetic methods
 LX3550.and adjusted by the National Geodetic Survey in August 1998..
 LX3550
 LX3550.The orthometric height was scaled from a topographic map.
 LX3550
 LX3550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3550
 LX3550.The geoid height was determined by GEOID03.
 LX3550
 LX3550;                    North         East     Units Scale Factor Converg.
 LX3550;SPC CT       -   234,324.002   282,583.219   MT  0.99998335   -0 10 35.9
 LX3550;SPC CT       -   768,778.00    927,108.44   sFT  0.99998335   -0 10 35.9
 LX3550;UTM  18      - 4,604,011.910   665,381.987   MT  0.99993660   +1 18 59.4
 LX3550
 LX3550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3550!SPC CT       -   0.99996477  x   0.99998335  =   0.99994813
 LX3550!UTM  18      -   0.99996477  x   0.99993660  =   0.99990138
 LX3550
 LX3550                          SUPERSEDED SURVEY CONTROL
 LX3550
 LX3550  NAD 83(1992)-  41 34 14.47336(N)    073 00 58.98079(W) AD(       ) 4
 LX3550  NAD 83(1986)-  41 34 14.47542(N)    073 00 58.98215(W) AD(       ) 4
 LX3550  NAD 27      -  41 34 14.12700(N)    073 01 00.60600(W) AD(       ) 3
 LX3550
 LX3550.Superseded values are not recommended for survey control.
 LX3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3550.See file dsdata.txt to determine how the superseded data were derived.
 LX3550
 LX3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6538204012(NAD 83)
 LX3550_MARKER: 51 = TANK
 LX3550
 LX3550  HISTORY     - Date     Condition        Report By
 LX3550  HISTORY     - 1942     FIRST OBSERVED   CGS
 LX3550  HISTORY     - 1984     GOOD             USPSQD
 LX3550
 LX3550                          STATION DESCRIPTION
 LX3550
 LX3550'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3550'THIS IS A TRAVERSE STATION.
 LX3550'
 LX3550'THE TANK, A LARGE GREEN ONE, IS LOCATED ABOUT 1-1/2 MILES NE
 LX3550'OF THE CENTER OF WATERBURY.  IT HAS FOUR LEGS AND IS CONSTRUCTED OF
 LX3550'RIVETED STEEL.  IT IS ABOUT 85 FEET IN HEIGHT.  THE TANK IS
 LX3550'ENCLOSED BY A WOVEN WIRE FENCE ABOUT 10 FEET IN HEIGHT.  THE TANK
 LX3550'IS OWNED BY THE CITY OF WATERBURY AND IS KNOWN AS THE WATERBURY
 LX3550'MUNICIPAL WATER TANK.
 LX3550'
 LX3550'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 LX3550'WATERBURY TO THE CENTER AT THE BASE OF THE TANK, DISTANCE 7.301
 LX3550'METERS, 23.95 FEET.
 LX3550'
 LX3550'THE POINT OBSERVED UPON WAS A RIVET AT THE CENTER OF THE TANK.
 LX3550'
 LX3550'TO REACH FROM THE E END OF GREEN PARK IN CENTER OF WATERBURY
 LX3550'GO E ON U.S. ALT. 6 (E MAIN ST.) FOR 0.75 MILE TO WHERE STATE
 LX3550'HIGHWAY 69 FORKS LEFT OFF NO.6, TAKE LEFT FORK ON NO.69 FOR 1.55
 LX3550'MILES TO A TAR SIDE ROAD, GO LEFT ON TAR ROAD FOR 0.55 MILE TO
 LX3550'WARNER ST., TURN RIGHT FOLLOWING WARNER ST. FOR 0.15 MILE, THEN
 LX3550'TURN RIGHT ON GARDEN CIRCLE ST. AND CONTINUE STRAIGHT AHEAD FOR
 LX3550'0.45 MILE TO TANK ON RIGHT.
 LX3550
 LX3550                          STATION RECOVERY (1984)
 LX3550
 LX3550'RECOVERY NOTE BY US POWER SQUADRON 1984 (JWF)
 LX3550'TANK IS NOW WHITE NOT GREEN CONDITION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7203 ***********************************************************************
 LX7203  DESIGNATION -  WATERBURY VIVIAN DR TANK
 LX7203  PID         -  LX7203
 LX7203  STATE/COUNTY-  CT/NEW HAVEN
 LX7203  USGS QUAD   -  SOUTHINGTON (1992)
 LX7203
 LX7203                         *CURRENT SURVEY CONTROL
 LX7203  ___________________________________________________________________
 LX7203* NAD 83(1996)-  41 32 07.85773(N)    072 58 52.82745(W)     ADJUSTED  
 LX7203* NAVD 88     -                                                        
 LX7203  ___________________________________________________________________
 LX7203  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 LX7203  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 LX7203
 LX7203  HORZ ORDER  -  THIRD
 LX7203
 LX7203.The horizontal coordinates were established by classical geodetic methods
 LX7203.and adjusted by the National Geodetic Survey in August 1998..
 LX7203
 LX7203
 LX7203.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7203
 LX7203.The geoid height was determined by GEOID03.
 LX7203
 LX7203;                    North         East     Units Scale Factor Converg.
 LX7203;SPC CT       -   230,409.395   285,495.432   MT  0.99998314   -0 09 12.2
 LX7203;SPC CT       -   755,934.82    936,662.93   sFT  0.99998314   -0 09 12.2
 LX7203;UTM  18      - 4,600,174.648   668,395.063   MT  0.99994898   +1 20 19.9
 LX7203
 LX7203                          SUPERSEDED SURVEY CONTROL
 LX7203
 LX7203  NAD 83(1992)-  41 32 07.85720(N)    072 58 52.82777(W) AD(       ) 4
 LX7203  NAD 83(1986)-  41 32 07.85911(N)    072 58 52.82976(W) AD(       ) 4
 LX7203  NAD 27      -  41 32 07.51098(N)    072 58 54.45311(W) AD(       ) 3
 LX7203
 LX7203.Superseded values are not recommended for survey control.
 LX7203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7203.See file dsdata.txt to determine how the superseded data were derived.
 LX7203
 LX7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6839500175(NAD 83)
 LX7203_MARKER: 53 = ELEVATED TANK
 LX7203
 LX7203  HISTORY     - Date     Condition        Report By
 LX7203  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7203
 LX7203                          STATION DESCRIPTION
 LX7203
 LX7203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7203'THE STATION, IS THE VENT ATOP THE DOME SHAPED ROOF, 4 LEGGED,
 LX7203'PALE BLUE, WATERBURY VIVIAN DRIVE
 LX7203'TANK THAT IS 33.5 METERS (110 FT) HIGH.
 LX7203'
 LX7203'THE STATION IS LOCATED 5.2 KM (3.25 MI) SOUTHEAST OF
 LX7203'DOWNTOWN WATERBURY, 0.8 KM (0.5 MI) SOUTH OF INTERSTATE HIGHWAY 84,
 LX7203'0.2 KM (0.1 MI) NORTH OF SCOTT ROAD, 0.2 KM (0.1 MI)
 LX7203'EAST OF THE INTERSECTION OF VIVIAN AND HARTLEY DRIVES, AT THE
 LX7203'EAST END OF VIVIAN DRIVE.
 LX7203'OWNERSHIP--CITY OF WATERBURY, WATERBURY CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5531 ***********************************************************************
 LX5531  DESIGNATION -  WATERFORD SPHEROID TANK
 LX5531  PID         -  LX5531
 LX5531  STATE/COUNTY-  CT/NEW LONDON
 LX5531  USGS QUAD   -  MONTVILLE (1983)
 LX5531
 LX5531                         *CURRENT SURVEY CONTROL
 LX5531  ___________________________________________________________________
 LX5531* NAD 83(1996)-  41 23 55.20075(N)    072 08 56.65527(W)     ADJUSTED  
 LX5531* NAVD 88     -                                                        
 LX5531  ___________________________________________________________________
 LX5531  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 LX5531  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5531
 LX5531  HORZ ORDER  -  THIRD
 LX5531
 LX5531.The horizontal coordinates were established by classical geodetic methods
 LX5531.and adjusted by the National Geodetic Survey in August 1998..
 LX5531
 LX5531
 LX5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5531
 LX5531.The geoid height was determined by GEOID03.
 LX5531
 LX5531;                    North         East     Units Scale Factor Converg.
 LX5531;SPC CT       -   215,359.659   355,052.909   MT  0.99998590   +0 23 54.4
 LX5531;SPC CT       -   706,559.15  1,164,869.42   sFT  0.99998590   +0 23 54.4
 LX5531;UTM  18      - 4,586,937.222   738,329.490   MT  1.00029909   +1 53 10.3
 LX5531
 LX5531                          SUPERSEDED SURVEY CONTROL
 LX5531
 LX5531  NAD 83(1992)-  41 23 55.19967(N)    072 08 56.65456(W) AD(       ) 4
 LX5531  NAD 83(1986)-  41 23 55.20088(N)    072 08 56.65837(W) AD(       ) 4
 LX5531  NAD 27      -  41 23 54.85239(N)    072 08 58.37297(W) AD(       ) 3
 LX5531
 LX5531.Superseded values are not recommended for survey control.
 LX5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5531.See file dsdata.txt to determine how the superseded data were derived.
 LX5531
 LX5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3832986937(NAD 83)
 LX5531_MARKER: 51 = TANK
 LX5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5531+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2001
 LX5531
 LX5531  HISTORY     - Date     Condition        Report By
 LX5531  HISTORY     - 1975     FIRST OBSERVED   NGS
 LX5531  HISTORY     - 19910406 GOOD             USPSQD
 LX5531  HISTORY     - 20011002 GOOD             USPSQD
 LX5531
 LX5531                          STATION DESCRIPTION
 LX5531
 LX5531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5531'THE STATION IS A LIGHT AT THE TOP OF THE WATERFORD SPHEROID
 LX5531'TANK WHICH IS A 300,000 GAL. CAPACITY GREEN WATERSPHEROID, 72.5
 LX5531'FT. TALL.  IT IS LOCATED ABOUT 3 MILES NORTH OF INTERSTATE 95 IN
 LX5531'NEW LONDON, CT., ABOUT 2 MILES WEST OF THE THAMES RIVER AND ABOUT
 LX5531'0.5 MILE SOUTH OF STATE HIGHWAY 52.
 LX5531'
 LX5531'THE TANK IS ON PROPERTY OWNED BY THE TOWN OF WATERFORD,
 LX5531'CT.  FOR FURTHER INFORMATION, CONTACT THE WATER AND SEWER
 LX5531'COMMISSION, 200 BOSTON POST ROAD, WATERFORD, CT. 06385.  SPECIFIC
 LX5531'INFORMATION CAN BE GOTTEN FROM MR. RICHARD MILLER, RESIDENT
 LX5531'ENGINEER.  PHONE--443-8971.
 LX5531'
 LX5531'TO REACH THE TANK FROM THE INTERSECTION OF STATE HIGHWAYS 52
 LX5531'AND 85, GO SOUTH ON HIGHWAY 85 FOR 0.15 MILE TO DOUGLAS LANE
 LX5531'ON THE LEFT.  TURN LEFT AND FOLLOW DOUGLAS LANE FOR 1 MILE TO
 LX5531'THE INTERSECTION WITH VAUXHALL STREET EXTENSION.  TURN LEFT AND
 LX5531'GO NORTH FOLLOWING VAUXHALL STREET EXTENSION FOR 0.35 MILE TO
 LX5531'A WIDE PAVED ASPHALT DRIVEWAY ON THE RIGHT.  THIS DRIVEWAY IS
 LX5531'ACROSS THE STREET FROM THE HOME OF S.D. MORGAN, 860 VAUXHALL
 LX5531'STREET EXTENSION, QUAKER HILL, CT. WHOSE MAILBOX IS ON THE
 LX5531'LEFT SIDE OF THE ROAD.  TURN RIGHT FOLLOWING THE PAVED
 LX5531'DRIVEWAY FOR 0.05 MILE.  THE TANK IS ON THE LEFT.
 LX5531
 LX5531                          STATION RECOVERY (1991)
 LX5531
 LX5531'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX5531'RECOVERED IN GOOD CONDITION.
 LX5531
 LX5531                          STATION RECOVERY (2001)
 LX5531
 LX5531'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3566 ***********************************************************************
 LX3566  DESIGNATION -  WATERTOWN NE MUN TANK
 LX3566  PID         -  LX3566
 LX3566  STATE/COUNTY-  CT/LITCHFIELD
 LX3566  USGS QUAD   -  WATERBURY (1984)
 LX3566
 LX3566                         *CURRENT SURVEY CONTROL
 LX3566  ___________________________________________________________________
 LX3566* NAD 83(1996)-  41 36 50.29155(N)    073 05 39.33135(W)     ADJUSTED  
 LX3566* NAVD 88     -                                                        
 LX3566  ___________________________________________________________________
 LX3566  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 LX3566  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX3566
 LX3566  HORZ ORDER  -  THIRD
 LX3566
 LX3566.The horizontal coordinates were established by classical geodetic methods
 LX3566.and adjusted by the National Geodetic Survey in August 1998..
 LX3566
 LX3566
 LX3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3566
 LX3566.The geoid height was determined by GEOID03.
 LX3566
 LX3566;                    North         East     Units Scale Factor Converg.
 LX3566;SPC CT       -   239,154.044   276,107.310   MT  0.99998412   -0 13 41.8
 LX3566;SPC CT       -   784,624.56    905,862.07   sFT  0.99998412   -0 13 41.8
 LX3566;UTM  18      - 4,608,671.226   658,782.776   MT  0.99991027   +1 15 57.2
 LX3566
 LX3566                          SUPERSEDED SURVEY CONTROL
 LX3566
 LX3566  NAD 83(1992)-  41 36 50.29119(N)    073 05 39.33168(W) AD(       ) 4
 LX3566  NAD 83(1986)-  41 36 50.29291(N)    073 05 39.33352(W) AD(       ) 4
 LX3566  NAD 27      -  41 36 49.94584(N)    073 05 40.94287(W) AD(       ) 3
 LX3566
 LX3566.Superseded values are not recommended for survey control.
 LX3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3566.See file dsdata.txt to determine how the superseded data were derived.
 LX3566
 LX3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5878308671(NAD 83)
 LX3566_MARKER: 53 = ELEVATED TANK
 LX3566
 LX3566  HISTORY     - Date     Condition        Report By
 LX3566  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3566
 LX3566                          STATION DESCRIPTION
 LX3566
 LX3566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3566'THE STATION, IS THE VENT ATOP THE PALE GREEN, DOME SHAPED TOP,
 LX3566'8 LEGGED, WATERTOWN NORTHEAST MUNICIPAL WATER TANK,
 LX3566'THAT IS ABOUT 36.6 METERS (120 FT) HIGH, WITH 6
 LX3566'ANTENNAS AROUND THE TOP OF THE TANK.
 LX3566'
 LX3566'THE STATION IS LOCATED 2.4 KM (1.5 MI) NORTHEAST OF DOWNTOWN,
 LX3566'2.4 KM (1.5 MI) NORTH-NORTHWEST OF OAKVILLE, 0.2 KM (0.1 MI)
 LX3566'SOUTHEAST OF THE SCOVILLE PLANT COMPLEX, 110 METERS (360 FT)
 LX3566'NORTHEAST OF BUCKINGHAM STREET, ABOUT 40 METERS (131 FT)
 LX3566'NORTHEAST OF TRIANGULATION STATION ZANIS 1938.
 LX3566'OWNERSHIP--CITY OF WATERTOWN, WATERTOWN CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3567 ***********************************************************************
 LX3567  DESIGNATION -  WATERTOWN SE MUN STANDPIPE
 LX3567  PID         -  LX3567
 LX3567  STATE/COUNTY-  CT/LITCHFIELD
 LX3567  USGS QUAD   -  WATERBURY (1984)
 LX3567
 LX3567                         *CURRENT SURVEY CONTROL
 LX3567  ___________________________________________________________________
 LX3567* NAD 83(1996)-  41 34 11.94744(N)    073 05 43.11706(W)     ADJUSTED  
 LX3567* NAVD 88     -                                                        
 LX3567  ___________________________________________________________________
 LX3567  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 LX3567  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX3567
 LX3567  HORZ ORDER  -  THIRD
 LX3567
 LX3567.The horizontal coordinates were established by classical geodetic methods
 LX3567.and adjusted by the National Geodetic Survey in August 1998..
 LX3567
 LX3567
 LX3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3567
 LX3567.The geoid height was determined by GEOID03.
 LX3567
 LX3567;                    North         East     Units Scale Factor Converg.
 LX3567;SPC CT       -   234,269.360   276,000.142   MT  0.99998334   -0 13 44.3
 LX3567;SPC CT       -   768,598.73    905,510.47   sFT  0.99998334   -0 13 44.3
 LX3567;UTM  18      - 4,603,785.768   658,802.963   MT  0.99991035   +1 15 50.7
 LX3567
 LX3567                          SUPERSEDED SURVEY CONTROL
 LX3567
 LX3567  NAD 83(1992)-  41 34 11.94700(N)    073 05 43.11744(W) AD(       ) 4
 LX3567  NAD 83(1986)-  41 34 11.94887(N)    073 05 43.11926(W) AD(       ) 4
 LX3567  NAD 27      -  41 34 11.60263(N)    073 05 44.72695(W) AD(       ) 3
 LX3567
 LX3567.Superseded values are not recommended for survey control.
 LX3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3567.See file dsdata.txt to determine how the superseded data were derived.
 LX3567
 LX3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5880303786(NAD 83)
 LX3567_MARKER: 52 = STANDPIPE TANK
 LX3567
 LX3567  HISTORY     - Date     Condition        Report By
 LX3567  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX3567
 LX3567                          STATION DESCRIPTION
 LX3567
 LX3567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3567'THE STATION, IS THE VENT ATOP THE PALE GREEN, WATERTOWN
 LX3567'SOUTHEAST MUNICIPAL STANDPIPE, WHICH IS 31 METERS (102 FT) HIGH.
 LX3567'
 LX3567'THE STATION IS LOCATED 4.8 KM (3 MI) SOUTHEAST OF DOWNTOWN
 LX3567'WATERTOWN, 4.8 KM (3 MI) WEST-NORTHWEST OF DOWNTOWN
 LX3567'WATERBURY, 0.2 KM (0.1 MI) EAST OF STATE HIGHWAY 63, IN A CED
 LX3567'FENCED IN AREA IN A WOODS, ON THE LITCHFIELD-NEW HAVEN COUNTY
 LX3567'LINE.
 LX3567'OWNERSHIP--CITY OF WATERTOWN, WATERTOWN CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3396 ***********************************************************************
 LW3396  DESIGNATION -  WATROUS
 LW3396  PID         -  LW3396
 LW3396  STATE/COUNTY-  CT/NEW LONDON
 LW3396  USGS QUAD   -  MYSTIC (1984)
 LW3396
 LW3396                         *CURRENT SURVEY CONTROL
 LW3396  ___________________________________________________________________
 LW3396* NAD 83(1996)-  41 21 00.35234(N)    071 58 20.79921(W)     ADJUSTED  
 LW3396* NAVD 88     -        14.     (meters)      46.     (feet)  SCALED    
 LW3396  ___________________________________________________________________
 LW3396  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 LW3396  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW3396
 LW3396  HORZ ORDER  -  THIRD
 LW3396
 LW3396.The horizontal coordinates were established by classical geodetic methods
 LW3396.and adjusted by the National Geodetic Survey in August 1998..
 LW3396
 LW3396.The orthometric height was scaled from a topographic map.
 LW3396
 LW3396.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3396
 LW3396.The geoid height was determined by GEOID03.
 LW3396
 LW3396;                    North         East     Units Scale Factor Converg.
 LW3396;SPC CT       -   210,083.630   369,871.382   MT  0.99998825   +0 30 56.0
 LW3396;SPC CT       -   689,249.38  1,213,486.36   sFT  0.99998825   +0 30 56.0
 LW3396;SPC RI       -    29,733.872    60,462.078   MT  1.00001298   -0 18 43.7
 LW3396;SPC RI       -    97,551.88    198,366.00   sFT  1.00001298   -0 18 43.7
 LW3396;UTM  19      - 4,581,886.038   251,325.968   MT  1.00036111   -1 57 53.2
 LW3396;UTM  18      - 4,582,045.694   753,285.199   MT  1.00038960   +2 00 04.5
 LW3396
 LW3396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3396!SPC CT       -   1.00000265  x   0.99998825  =   0.99999090
 LW3396!SPC RI       -   1.00000265  x   1.00001298  =   1.00001563
 LW3396!UTM  19      -   1.00000265  x   1.00036111  =   1.00036376
 LW3396!UTM  18      -   1.00000265  x   1.00038960  =   1.00039225
 LW3396
 LW3396:                Primary Azimuth Mark                     Grid Az
 LW3396:SPC CT       -  ROSSIE VELVET CO SHORT STACK             026 35 29.7
 LW3396:SPC RI       -  ROSSIE VELVET CO SHORT STACK             027 25 09.4
 LW3396:UTM  19      -  ROSSIE VELVET CO SHORT STACK             029 04 18.9
 LW3396:UTM  18      -  ROSSIE VELVET CO SHORT STACK             025 06 21.2
 LW3396
 LW3396|---------------------------------------------------------------------|
 LW3396| PID    Reference Object                     Distance      Geod. Az  |
 LW3396|                                                           dddmmss.s |
 LW3396| LW3429 ROSSIE VELVET CO SHORT STACK        APPROX. 1.8 KM 0270625.7 |
 LW3396| LW3433 ROSSIE VELVET CO TALL STACK         APPROX. 1.8 KM 0274443.1 |
 LW3396| LW3399 MYSTIC FLAGPOLE                     APPROX. 0.6 KM 0382047.2 |
 LW3396| LW3435 MYSTIC METH CHURCH SPIRE            APPROX. 0.8 KM 0490421.1 |
 LW3396| LW3430 MYSTIC CONG CHURCH SPIRE            APPROX. 0.8 KM 0632210.9 |
 LW3396| LW3436 PACKERS TAR SOAP STACK              APPROX. 0.9 KM 0851622.0 |
 LW3396| LW3401 SADONIA TOWER                       APPROX. 1.3 KM 1071739.3 |
 LW3396| LW3414 WILCOX LOOKOUT TOWER                APPROX. 2.8 KM 1154356.4 |
 LW3396| LW3422 WILCOX FLAGPOLE                     APPROX. 2.8 KM 1155210.3 |
 LW3396| LW3424 BURROW COAL CO STACK                APPROX. 2.5 KM 1390437.9 |
 LW3396| CB8648 WATROUS RM 1                                       14652     |
 LW3396| LW3431 ALLENS CHIMNEY                      APPROX. 1.6 KM 1553834.8 |
 LW3396| CB8649 WATROUS RM 2                          7.880 METERS 28318     |
 LW3396| LW3395 MYSTIC FIRST BAP CHURCH SPIRE       446.841 METERS 3523322.8 |
 LW3396|---------------------------------------------------------------------|
 LW3396
 LW3396                          SUPERSEDED SURVEY CONTROL
 LW3396
 LW3396  NAD 83(1992)-  41 21 00.35108(N)    071 58 20.79828(W) AD(       ) 3
 LW3396  NAD 83(1986)-  41 21 00.35159(N)    071 58 20.80238(W) AD(       ) 3
 LW3396  NAD 27      -  41 21 00.00000(N)    071 58 22.53900(W) AD(       ) 3
 LW3396
 LW3396.Superseded values are not recommended for survey control.
 LW3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3396.See file dsdata.txt to determine how the superseded data were derived.
 LW3396
 LW3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5132681886(NAD 83)
 LW3396_MARKER: DS = TRIANGULATION STATION DISK
 LW3396_SETTING: 66 = SET IN ROCK OUTCROP
 LW3396_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LW3396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW3396+STABILITY: POSITION/ELEVATION WELL
 LW3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW3396+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2002
 LW3396
 LW3396  HISTORY     - Date     Condition        Report By
 LW3396  HISTORY     - 1934     MONUMENTED       CGS
 LW3396  HISTORY     - 1954     GOOD             CGS
 LW3396  HISTORY     - 1973     GOOD             NGS
 LW3396  HISTORY     - 1990     GOOD             USPSQD
 LW3396  HISTORY     - 20020213 GOOD             USPSQD
 LW3396
 LW3396                          STATION DESCRIPTION
 LW3396
 LW3396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3396'THE STATION IS LOCATED ON THE W SIDE OF THE MYSTIC RIVER ABOUT
 LW3396'180 METERS NORTHWESTERLY OF THE NEW YORK, NEW HAVEN AND HARTFORD
 LW3396'BRIDGE.  IT IS ON THE NORTHERLY OF TWO HIGH ROCK KNOLLS N OF THE
 LW3396'RAILROAD.  THE STATION IS MARKED BY A STANDARD DISC SET IN A
 LW3396'DRILL HOLE IN THE HIGHEST PART OF THE KNOLL AND IS JUST E OF A
 LW3396'LOW, CIRCULAR SMALL PAVILION.
 LW3396'
 LW3396'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LW3396'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE MARKS
 LW3396'NO.1 AND NO.2 ARE STANDARD BRONZE DISCS IN OUTCROPPING BEDROCK
 LW3396'AS DESCRIBED IN NOTE 12A.
 LW3396'
 LW3396'REFERENCE MARKS NO.1 AND NO.2 ARE STANDARD DISCS SET IN DRILL
 LW3396'HOLES IN THE TOP OF THE SAME LEDGE SOUTHWESTERLY AND
 LW3396'NORTHWESTERLY OF THE STATION RESPECTIVELY.
 LW3396'
 LW3396'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LW3396
 LW3396                          STATION RECOVERY (1954)
 LW3396
 LW3396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3396'STATION RECOVERED IN GOOD CONDITION.  SMALL CIRCULAR PAVILION
 LW3396'HAS DISAPPEARED.  ORIGINAL DESCRIPTION IS OTHERWISE ADEQUATE AND
 LW3396'COMPLETE.
 LW3396
 LW3396                          STATION RECOVERY (1973)
 LW3396
 LW3396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 LW3396'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 LW3396'CONDITION.  ORIGINAL DESCRIPTION IS ADEQUATE.
 LW3396'
 LW3396'TO REACH STATION FROM THE POST OFFICE IN MYSTIC, GO WEST ON
 LW3396'MAIN STREET, ACROSS BRIDGE, FOR 0.25 MILE.  TAKE LEFT FORK, NOANK
 LW3396'STREET, AND GO SOUTHWEST 0.2 MILE.  TAKE LEFT FORK, WATER STREET,
 LW3396'AND GO 0.15 MILE TO HIGH, ROCK BLUFF ON RIGHT, AT ELLIOTT AND
 LW3396'WATROUS MARINE CONTRACTORS DOCK.  CLIMB UP TO TOP OF BLUFF AND
 LW3396'STATION.
 LW3396'
 LW3396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3396'IN MYSTIC.
 LW3396
 LW3396                          STATION RECOVERY (1990)
 LW3396
 LW3396'RECOVERY NOTE BY US POWER SQUADRON 1990 (CGS)
 LW3396'RECOVERED IN GOOD CONDITION.
 LW3396
 LW3396                          STATION RECOVERY (2002)
 LW3396
 LW3396'RECOVERY NOTE BY US POWER SQUADRON 2002 (JK)
 LW3396'STA, RM1, RM2. WATROUS AND ELLIOTT ARE NO LONGER IN BUSINESS. LOCARED
 LW3396'ADJACENT TO FORT RACHEL MARINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6112 ***********************************************************************
 LX6112  DESIGNATION -  WATROUS BARN GABLE
 LX6112  PID         -  LX6112
 LX6112  STATE/COUNTY-  CT/MIDDLESEX
 LX6112  USGS QUAD   -  HADDAM (1971)
 LX6112
 LX6112                         *CURRENT SURVEY CONTROL
 LX6112  ___________________________________________________________________
 LX6112* NAD 83(1996)-  41 29 46.07773(N)    072 34 27.39651(W)     ADJUSTED  
 LX6112* NAVD 88     -                                                        
 LX6112  ___________________________________________________________________
 LX6112  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 LX6112  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX6112
 LX6112  HORZ ORDER  -  THIRD
 LX6112
 LX6112.The horizontal coordinates were established by classical geodetic methods
 LX6112.and adjusted by the National Geodetic Survey in August 1998..
 LX6112
 LX6112
 LX6112.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6112
 LX6112.The geoid height was determined by GEOID03.
 LX6112
 LX6112;                    North         East     Units Scale Factor Converg.
 LX6112;SPC CT       -   226,024.479   319,473.441   MT  0.99998335   +0 06 59.5
 LX6112;SPC CT       -   741,548.64  1,048,139.11   sFT  0.99998335   +0 06 59.5
 LX6112;UTM  18      - 4,596,675.639   702,477.114   MT  1.00010455   +1 36 27.9
 LX6112
 LX6112                          SUPERSEDED SURVEY CONTROL
 LX6112
 LX6112  NAD 83(1992)-  41 29 46.07699(N)    072 34 27.39642(W) AD(       ) 4
 LX6112  NAD 83(1986)-  41 29 46.07889(N)    072 34 27.39861(W) AD(       ) 4
 LX6112  NAD 27      -  41 29 45.71900(N)    072 34 29.08300(W) AD(       ) 3
 LX6112
 LX6112.Superseded values are not recommended for survey control.
 LX6112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6112.See file dsdata.txt to determine how the superseded data were derived.
 LX6112
 LX6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0247796676(NAD 83)
 LX6112
 LX6112  HISTORY     - Date     Condition        Report By
 LX6112  HISTORY     - 1935     MONUMENTED       CGS
 LX6112  HISTORY     - 19970531 MARK NOT FOUND   USPSQD
 LX6112
 LX6112                          STATION DESCRIPTION
 LX6112
 LX6112'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6112'THE UNPAINTED BARN ON MYRON B. WATROUS PLACE IS 125 METERS NW OF
 LX6112'THE CHRISTIAN HILL ROAD, 0.6 MILE FROM HIGGANUM METHODIST
 LX6112'CHURCH.  THE HOUSE ON THE PLACE IS NOTEWORTHY BECAUSE OF ITS
 LX6112'PECULIAR ARCHITECTURE.  TWO CUPOLAS, ONE WITH FLAGSTAFF ARE
 LX6112'FEATURES, ALSO A RED DOME-SHAPED ROOF ON THE NORTHEASTERLY
 LX6112'PORTION.
 LX6112'
 LX6112'THE BARN SHOWS A HIGH SIDE TO THE SE BUT THE NW ROOF IS WIDER
 LX6112'AND COMES MUCH CLOSER TO THE GROUND.  THE BARN GABLES FACE NE AND
 LX6112'SW.
 LX6112'
 LX6112'CENTER IS THE APEX OF THE NE GABLE.
 LX6112
 LX6112                          STATION RECOVERY (1997)
 LX6112
 LX6112'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3629 ***********************************************************************
 LW3629  DESIGNATION -  WAUREGAN QUINEBAUG STANDPIPE
 LW3629  PID         -  LW3629
 LW3629  STATE/COUNTY-  CT/WINDHAM
 LW3629  USGS QUAD   -  PLAINFIELD (1983)
 LW3629
 LW3629                         *CURRENT SURVEY CONTROL
 LW3629  ___________________________________________________________________
 LW3629* NAD 83(1996)-  41 44 52.55585(N)    071 54 06.15273(W)     ADJUSTED  
 LW3629* NAVD 88     -                                                        
 LW3629  ___________________________________________________________________
 LW3629  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 LW3629  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LW3629
 LW3629  HORZ ORDER  -  THIRD
 LW3629
 LW3629.The horizontal coordinates were established by classical geodetic methods
 LW3629.and adjusted by the National Geodetic Survey in August 1998..
 LW3629
 LW3629
 LW3629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3629
 LW3629.The geoid height was determined by GEOID03.
 LW3629
 LW3629;                    North         East     Units Scale Factor Converg.
 LW3629;SPC CT       -   254,321.818   375,357.013   MT  0.99999012   +0 33 44.9
 LW3629;SPC CT       -   834,387.50  1,231,483.80   sFT  0.99999012   +0 33 44.9
 LW3629;SPC RI       -    73,889.177    66,587.248   MT  1.00000748   -0 16 02.9
 LW3629;SPC RI       -   242,418.07    218,461.66   sFT  1.00000748   -0 16 02.9
 LW3629;UTM  19      - 4,625,859.930   258,729.426   MT  1.00031639   -1 55 59.0
 LW3629
 LW3629                          SUPERSEDED SURVEY CONTROL
 LW3629
 LW3629  NAD 83(1996)-  41 44 52.55515(N)    071 54 06.15242(W) AD(       ) 4
 LW3629  NAD 83(1992)-  41 44 52.55497(N)    071 54 06.15218(W) AD(       ) 4
 LW3629  NAD 83(1992)-  41 44 52.55499(N)    071 54 06.15275(W) AD(       ) 4
 LW3629  NAD 83(1986)-  41 44 52.55517(N)    071 54 06.15230(W) AD(       ) 4
 LW3629  NAD 27      -  41 44 52.20326(N)    071 54 07.88933(W) AD(       ) 3
 LW3629
 LW3629.Superseded values are not recommended for survey control.
 LW3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3629.See file dsdata.txt to determine how the superseded data were derived.
 LW3629
 LW3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5872925860(NAD 83)
 LW3629
 LW3629  HISTORY     - Date     Condition        Report By
 LW3629  HISTORY     - UNK      MONUMENTED
 LW3629  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LW3629  HISTORY     - 1988     GOOD             USPSQD
 LW3629  HISTORY     - 19961001 MARK NOT FOUND   USPSQD
 LW3629
 LW3629                          STATION DESCRIPTION
 LW3629
 LW3629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3629'THE STATION WAS NOT VISITED AT THIS TIME.  IT WAS OBSERVED UPON
 LW3629'AND A NEW POSITION WAS ESTABLISHED AT THIS TIME.
 LW3629
 LW3629                          STATION RECOVERY (1988)
 LW3629
 LW3629'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3629'RECOVERED IN GOOD CONDITION.
 LW3629
 LW3629                          STATION RECOVERY (1996)
 LW3629
 LW3629'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW3629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4797 ***********************************************************************
 LX4797  DESIGNATION -  WAWECUS HILL
 LX4797  PID         -  LX4797
 LX4797  STATE/COUNTY-  CT/NEW LONDON
 LX4797  USGS QUAD   -  FITCHVILLE (1983)
 LX4797
 LX4797                         *CURRENT SURVEY CONTROL
 LX4797  ___________________________________________________________________
 LX4797* NAD 83(1996)-  41 32 14.92091(N)    072 08 18.32048(W)     ADJUSTED  
 LX4797* NAVD 88     -       146.6    (meters)     481.     (feet)  VERTCON   
 LX4797  ___________________________________________________________________
 LX4797  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LX4797  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 LX4797
 LX4797  HORZ ORDER  -  FIRST
 LX4797
 LX4797.The horizontal coordinates were established by classical geodetic methods
 LX4797.and adjusted by the National Geodetic Survey in August 1998..
 LX4797
 LX4797.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4797
 LX4797.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4797
 LX4797.The geoid height was determined by GEOID03.
 LX4797
 LX4797;                    North         East     Units Scale Factor Converg.
 LX4797;SPC CT       -   230,782.053   355,834.262   MT  0.99998314   +0 24 19.8
 LX4797;SPC CT       -   757,157.45  1,167,432.91   sFT  0.99998314   +0 24 19.8
 LX4797;UTM  18      - 4,602,379.601   738,709.591   MT  1.00030129   +1 53 54.4
 LX4797
 LX4797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4797!SPC CT       -   0.99998175  x   0.99998314  =   0.99996489
 LX4797!UTM  18      -   0.99998175  x   1.00030129  =   1.00028303
 LX4797
 LX4797|---------------------------------------------------------------------|
 LX4797| PID    Reference Object                     Distance      Geod. Az  |
 LX4797|                                                           dddmmss.s |
 LX4797| CZ8072 WAWECUS HILL RM 1                    20.487 METERS 01814     |
 LX4797| LX4778 NORWICH RAD KCG 289 MAST            APPROX. 6.9 KM 0252422.3 |
 LX4797| LX4757 NORWICHTOWN FIRE TOWER              APPROX. 7.0 KM 0252953.6 |
 LX4797| LX4780 NORWICH STANDPIPE                   APPROX. 5.5 KM 0300135.3 |
 LX4797| LX4776 NORWICH WICH MAST                   APPROX. 5.5 KM 0720233.3 |
 LX4797| CZ8073 WAWECUS HILL RM 2                    14.240 METERS 09206     |
 LX4797| LX4749 NORWICH ST PATRICKS CH SPIRE        APPROX. 5.1 KM 0975755.8 |
 LX4797| LX5153 NORWICH HOSP STANDPIPE              APPROX. 7.1 KM 1302805.8 |
 LX4797| LX5159 NORWICH RAD WICH MAST               APPROX. 7.6 KM 1570218.5 |
 LX4797| CZ8071 WAWECUS HILL AZ MK                                 2162237.2 |
 LX4797| LX4805 NORWICH TV WEDN MAST                APPROX. 3.0 KM 2313931.3 |
 LX4797|---------------------------------------------------------------------|
 LX4797
 LX4797                          SUPERSEDED SURVEY CONTROL
 LX4797
 LX4797  NAD 83(1992)-  41 32 14.92001(N)    072 08 18.31997(W) AD(       ) 1
 LX4797  NAD 83(1986)-  41 32 14.92099(N)    072 08 18.32217(W) AD(       ) 1
 LX4797  NAD 27      -  41 32 14.56871(N)    072 08 20.04127(W) AD(       ) 1
 LX4797  NGVD 29 (07/19/86)  146.9    (m)          482.     (f) VERT ANG       
 LX4797
 LX4797.Superseded values are not recommended for survey control.
 LX4797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4797.See file dsdata.txt to determine how the superseded data were derived.
 LX4797
 LX4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3871002380(NAD 83)
 LX4797_MARKER: DE = TRAVERSE STATION DISK
 LX4797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4797
 LX4797  HISTORY     - Date     Condition        Report By
 LX4797  HISTORY     - 1942     MONUMENTED       CTGS
 LX4797  HISTORY     - 1942     GOOD             CGS
 LX4797  HISTORY     - 1975     GOOD             NGS
 LX4797
 LX4797                          STATION DESCRIPTION
 LX4797
 LX4797'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX4797'STATION IS ON WAWECUS HILL, ABOUT 3 MILES WNW OF NORWICH, ON
 LX4797'PROPERTY OF J. NORTHRUP.  STATION MARK IS A 4-FOOT PRECAST
 LX4797'MONUMENT SET FLUSH WITH THE GROUND WITH A BRONZE STATE TRAVERSE
 LX4797'DISK STAMPED WAWECUS HILL 1942.
 LX4797'
 LX4797'TO REACH FROM THE YANTIC POST OFFICE AT THE INTERSECTION OF ROUTES
 LX4797'32 AND 2, GO W ON ROUTE 2 0.15 MILE TO A SIDE ROAD LEFT, S,
 LX4797'FOLLOW THIS ROAD FOR 1.05 MILE TO AN INTERSECTION, BEAR RIGHT
 LX4797'FOR 1.1 MILES TO THE DRIVEWAY OF J. NORTHRUP ON LEFT, FOLLOW
 LX4797'DRIVEWAY TO THE HOUSE.  STATION IS ABOUT 400 FEET N OF HOUSE IN
 LX4797'SW CORNER OF A PASTURE, 15 FEET N OF A WIRE FENCE AND 14 FEET E
 LX4797'OF A STONE WALL.
 LX4797'
 LX4797'R.M. NO. 1 IS A BRONZE STATE TRAVERSE DISK* IN A BOULDER 6 FEET
 LX4797'BY 3-1/2 FEET BY 18 INCHES HIGH, STAMPED R.M. 1 WAWECUS HILL 1942,
 LX4797'67.20 FEET N OF STATION.
 LX4797'
 LX4797'R.M. NO. 2 IS A BRONZE STATE TRAVERSE DISK* IN A TRIANGULAR
 LX4797'SHAPED BOULDER, 4 FEET BY 3 FEET BY 1 FOOT HIGH STAMPED R.M. 2
 LX4797'WAWECUS HILL 1942, 46.75 FEET E OF STATION.
 LX4797'
 LX4797'AZIMUTH MARK - CROSS ON ST. PATRICKS CHURCH SPIRE IN NORWICH.
 LX4797'
 LX4797'*U.S. COAST AND GEODETIC AND STATE SURVEY DISK.
 LX4797'
 LX4797'HEIGHT OF LIGHT ABOVE STATION MARK 19 METERS.
 LX4797
 LX4797                          STATION RECOVERY (1942)
 LX4797
 LX4797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX4797'THE STATION WAS RECOVERED AS DESCRIBED BY THE CONN. GEOD. S. IN
 LX4797'1942.  ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 LX4797'CONDITION.  AN AZIMUTH MARK WAS NOT ESTABLISHED.  THE CROSS ON
 LX4797'THE ST. PATRICKS CHURCH COULD NOT BE OBSERVED BECAUSE OF HAZY
 LX4797'WEATHER, THEREFORE, THE 1942 DIRECTION COULD NOT BE CHECKED.  A
 LX4797'VARIATION WAS FOUND IN THE DIRECTION TO REFERENCE MARK NO. 1 AND
 LX4797'REFERENCE MARK NO. 2.
 LX4797
 LX4797                          STATION RECOVERY (1975)
 LX4797
 LX4797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4797'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 LX4797'RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 1
 LX4797'WAS FOUND TO BE LONGER BY 0.004 METER AND THE DISTANCE TO
 LX4797'REFERENCE MARK 2 WAS FOUND TO BE SHORTER BY 0.009 METER.  THE
 LX4797'DIRECTIONS TO THE REFERENCE MARKS CHECKED THE 1942
 LX4797'OBSERVATIONS.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  A
 LX4797'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX4797'
 LX4797'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF NORWICH,
 LX4797'2 MILES SOUTHWEST OF YANTIC, 2 MILES SOUTH OF FITCHVILLE AND ON
 LX4797'THE PROPERTY OF MR. JULUIS D. NORTHUP.  RFD 2.  NORWICH,
 LX4797'CONNECTICUT.  06360.  HIS TELEPHONE NUMBER IS 887-2744.
 LX4797'
 LX4797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 2,
 LX4797'32 AND 52 IN NORWICH, GO WESTERLY ON HIGHWAYS 2 AND 32 FOR 1.3
 LX4797'MILES TO EXIT 26 AND YANTIC LANE ON THE LEFT.  TURN LEFT AND GO
 LX4797'WEST AND SOUTH ON YANTIC LANE FOR 1.0 MILE TO A T-ROAD, TURN
 LX4797'RIGHT AND GO SOUTHWEST ON BROWNING ROAD FOR 0.9 MILE TO THE
 LX4797'AZIMUTH MARK ON THE RIGHT AND A DRIVEWAY ON THE LEFT.  TURN
 LX4797'LEFT AND GO EASTERLY UP THE DRIVEWAY FOR 0.1 MILE TO THE END
 LX4797'OF THE DRIVEWAY AND A HOUSE ON THE LEFT.  CONTINUE EASTERLY,
 LX4797'PASSING BETWEEN TWO SHEDS, THEN BEAR LEFT AND BACK TO THE
 LX4797'RIGHT, PASSING ALONG THE NORTH SIDE OF A THIRD SHED FOR ABOUT
 LX4797'50 YARDS TO A GATE.  CONTINUE EASTERLY, PASSING THROUGH THE
 LX4797'GATE, FOR ABOUT 50 YARDS TO A GATE ON THE LEFT.  TURN LEFT,
 LX4797'PASSING THROUGH THE GATE, AND GO NORTHERLY FOR ABOUT 300 FEET TO
 LX4797'THE STATION ON THE LEFT AS DESCRIBED.
 LX4797'
 LX4797'THE STATION MARK, STAMPED WAWECUS HILL 1942, IS A U.S. COAST
 LX4797'AND GEODETIC AND STATE SURVEY DISK SET IN THE TOP OF A 6-INCH
 LX4797'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE.  IT
 LX4797'IS 33.6 FEET EAST OF A FENCE CORNER, 25.4 FEET NORTHEAST OF
 LX4797'A FENCE LINE, 18.8 FEET SOUTHEAST OF A FENCE LINE AND 16.3
 LX4797'FEET SOUTHEAST OF A METAL WITNESS POST.  NO MENTION WAS MADE
 LX4797'OF AN UNDERGROUND MARK IN THE 1942 DESCRIPTION.
 LX4797'
 LX4797'REFERENCE MARK 1, STAMPED RM 1 WAWECUS HILL 1942, IS A U.S.
 LX4797'COAST AND GEODETIC SURVEY AND STATE SURVEY DISK CEMENTED IN
 LX4797'A DRILL HOLE IN THE TOP OF A 4 BY 6 FOOT BOULDER WHICH
 LX4797'PROJECTS ABOUT 2 FEET ABOVE THE GROUND SURFACE.  IT IS 56.4
 LX4797'FEET NORTHEAST OF A METAL WITNESS POST, 24.2 FEET SOUTHEAST
 LX4797'OF A ROCK FENCE AND 16.2 FEET NORTHEAST OF A ROCK
 LX4797'FENCE.
 LX4797'
 LX4797'REFERENCE MARK 2, STAMPED RM 2 WAWECUS HILL 1942, IS A U.S.
 LX4797'COAST AND GEODETIC AND STATE SURVEY DISK CEMENTED IN A
 LX4797'DRILL HOLE IN THE TOP OF A 3 BY 4 FOOT BOULDER WHICH PROJECTS
 LX4797'ABOUT 18 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET EAST
 LX4797'OF THE FENCE CORNER, 57.6 FEET EAST OF A METAL WITNESS POST,
 LX4797'56 FEET NORTHEAST OF A FENCE LINE AND 49.2 FEET SOUTHEAST OF
 LX4797'A FENCE LINE.
 LX4797'
 LX4797'THE AZIMUTH MARK, STAMPED WAWECUS HILL 1942 AZ 1975, IS A
 LX4797'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE
 LX4797'TOP OF A 2 FOOT BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE
 LX4797'THE GROUND SURFACE.  IT IS 23.9 FEET NORTH OF POWER LINE
 LX4797'POLE NUMBER 7095, 21 FEET WEST OF THE APPROXIMATE CENTER OF
 LX4797'BROWNING ROAD, 6 FEET EAST OF A ROCK FENCE AND 3.4 FEET
 LX4797'NORTHEAST OF A METAL WITNESS POST.
 LX4797'
 LX4797'HEIGHT OF LIGHT ABOVE STATION MARK 86.7 FEET.
 LX4797'
 LX4797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4797'2 MILES SOUTHWEST OF YANTIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6246 ***********************************************************************
 LX6246  DESIGNATION -  WAYLAND ISLAND FLAGPOLE
 LX6246  PID         -  LX6246
 LX6246  STATE/COUNTY-  CT/NEW HAVEN
 LX6246  USGS QUAD   -  GUILFORD (1984)
 LX6246
 LX6246                         *CURRENT SURVEY CONTROL
 LX6246  ___________________________________________________________________
 LX6246* NAD 83(1996)-  41 15 00.60665(N)    072 44 43.80740(W)     ADJUSTED  
 LX6246* NAVD 88     -                                                        
 LX6246  ___________________________________________________________________
 LX6246  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6246  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX6246
 LX6246  HORZ ORDER  -  THIRD
 LX6246
 LX6246.The horizontal coordinates were established by classical geodetic methods
 LX6246.and adjusted by the National Geodetic Survey in August 1998..
 LX6246
 LX6246
 LX6246.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6246
 LX6246.The geoid height was determined by GEOID03.
 LX6246
 LX6246;                    North         East     Units Scale Factor Converg.
 LX6246;SPC CT       -   198,692.843   305,177.609   MT  0.99999531   +0 00 10.7
 LX6246;SPC CT       -   651,878.10  1,001,236.87   sFT  0.99999531   +0 00 10.7
 LX6246;SPC NY L     -   121,075.472   405,145.758   MT  1.00001924   +0 49 14.0
 LX6246;SPC NY L     -   397,228.44  1,329,215.71   sFT  1.00001924   +0 49 14.0
 LX6246;UTM  18      - 4,568,979.791   688,894.465   MT  1.00003915   +1 29 13.0
 LX6246
 LX6246                          SUPERSEDED SURVEY CONTROL
 LX6246
 LX6246  NAD 83(1992)-  41 15 00.60576(N)    072 44 43.80726(W) AD(       ) 4
 LX6246  NAD 83(1986)-  41 15 00.60783(N)    072 44 43.81004(W) AD(       ) 4
 LX6246  NAD 27      -  41 15 00.26100(N)    072 44 45.46400(W) AD(       ) 3
 LX6246
 LX6246.Superseded values are not recommended for survey control.
 LX6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6246.See file dsdata.txt to determine how the superseded data were derived.
 LX6246
 LX6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8889468980(NAD 83)
 LX6246
 LX6246  HISTORY     - Date     Condition        Report By
 LX6246  HISTORY     - 1933     MONUMENTED       CGS
 LX6246  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6246
 LX6246                          STATION DESCRIPTION
 LX6246
 LX6246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6246'THIS FLAGPOLE IS ON THE BARE LEDGE THAT MARKS THE EASTERN SHORE
 LX6246'OF WAYLAND ISLAND.  THE POLE IS IN TWO PARTS WITH A TELESCOPING
 LX6246'TOPMAST.  BOTH PARTS OF THE POLE ARE PAINTED WHITE.
 LX6246'
 LX6246'CENTER IS THE CENTER LINE OF THE BASE OF THE POLE.
 LX6246
 LX6246                          STATION RECOVERY (1961)
 LX6246
 LX6246'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6246'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX6246'BY G.C.M. IN 1933 IS COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6059 ***********************************************************************
 LX6059  DESIGNATION -  WAYS CHIMNEY
 LX6059  PID         -  LX6059
 LX6059  STATE/COUNTY-  CT/MIDDLESEX
 LX6059  USGS QUAD   -  DEEP RIVER (1971)
 LX6059
 LX6059                         *CURRENT SURVEY CONTROL
 LX6059  ___________________________________________________________________
 LX6059* NAD 83(1996)-  41 26 32.82198(N)    072 27 13.17682(W)     ADJUSTED  
 LX6059* NAVD 88     -                                                        
 LX6059  ___________________________________________________________________
 LX6059  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 LX6059  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX6059
 LX6059  HORZ ORDER  -  THIRD
 LX6059
 LX6059.The horizontal coordinates were established by classical geodetic methods
 LX6059.and adjusted by the National Geodetic Survey in August 1998..
 LX6059
 LX6059
 LX6059.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6059
 LX6059.The geoid height was determined by GEOID03.
 LX6059
 LX6059;                    North         East     Units Scale Factor Converg.
 LX6059;SPC CT       -   220,090.020   329,565.303   MT  0.99998440   +0 11 47.4
 LX6059;SPC CT       -   722,078.67  1,081,248.83   sFT  0.99998440   +0 11 47.4
 LX6059;UTM  18      - 4,591,004.835   712,721.414   MT  1.00015691   +1 41 09.5
 LX6059
 LX6059                          SUPERSEDED SURVEY CONTROL
 LX6059
 LX6059  NAD 83(1992)-  41 26 32.82117(N)    072 27 13.17657(W) AD(       ) 4
 LX6059  NAD 83(1986)-  41 26 32.82298(N)    072 27 13.17931(W) AD(       ) 4
 LX6059  NAD 27      -  41 26 32.46300(N)    072 27 14.88200(W) AD(       ) 3
 LX6059
 LX6059.Superseded values are not recommended for survey control.
 LX6059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6059.See file dsdata.txt to determine how the superseded data were derived.
 LX6059
 LX6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1272191005(NAD 83)
 LX6059
 LX6059  HISTORY     - Date     Condition        Report By
 LX6059  HISTORY     - 1934     MONUMENTED       CGS
 LX6059  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6059  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX6059
 LX6059                          STATION DESCRIPTION
 LX6059
 LX6059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6059'THE HOUSE IS ON THE MEADOW S OF THE VILLAGE OF EAST
 LX6059'HADDAM.  PROPERTY IS OWNED BY W.O. PECK AND OCCUPIED BY
 LX6059'CLARENCE WAY.
 LX6059'
 LX6059'THE HOUSE STANDS ON THE W SIDE OF THE MEADOW ROAD AND IS THE
 LX6059'NEXT SOUTHERLY FROM THE CREEK THAT CROSSES THE MEADOW.
 LX6059'
 LX6059'IT IS 1-1/2 STORIES HIGH WITH WOOD SHINGLED SIDES AND ROOF.  THERE
 LX6059'IS A SINGLE RED BRICK CHIMNEY IN THE MIDDLE OF THE ROOF.
 LX6059'
 LX6059'CENTER IS THE CENTER LINE OF THIS CHIMNEY.
 LX6059
 LX6059                          STATION RECOVERY (1948)
 LX6059
 LX6059'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6059'THE CHIMNEY IS GONE AND THE HOUSE IN RUINS.  IT IS RECOMMENDED
 LX6059'THAT THE STATION BE CONSIDERED DESTROYED.
 LX6059
 LX6059                          STATION RECOVERY (1997)
 LX6059
 LX6059'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX6059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7194 ***********************************************************************
 LX7194  DESIGNATION -  WAZER
 LX7194  PID         -  LX7194
 LX7194  STATE/COUNTY-  CT/NEW HAVEN
 LX7194  USGS QUAD   -  SOUTHINGTON (1992)
 LX7194
 LX7194                         *CURRENT SURVEY CONTROL
 LX7194  ___________________________________________________________________
 LX7194* NAD 83(1996)-  41 34 39.45721(N)    072 57 14.32617(W)     ADJUSTED  
 LX7194* NAVD 88     -       258.6    (meters)     848.     (feet)  VERTCON   
 LX7194  ___________________________________________________________________
 LX7194  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LX7194  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX7194
 LX7194  HORZ ORDER  -  FIRST
 LX7194
 LX7194.The horizontal coordinates were established by classical geodetic methods
 LX7194.and adjusted by the National Geodetic Survey in August 1998..
 LX7194
 LX7194.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7194
 LX7194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7194
 LX7194.The geoid height was determined by GEOID03.
 LX7194
 LX7194;                    North         East     Units Scale Factor Converg.
 LX7194;SPC CT       -   235,080.593   287,789.755   MT  0.99998343   -0 08 06.9
 LX7194;SPC CT       -   771,260.25    944,190.22   sFT  0.99998343   -0 08 06.9
 LX7194;UTM  18      - 4,604,903.891   670,566.851   MT  0.99995803   +1 21 29.3
 LX7194
 LX7194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7194!SPC CT       -   0.99996400  x   0.99998343  =   0.99994743
 LX7194!UTM  18      -   0.99996400  x   0.99995803  =   0.99992204
 LX7194
 LX7194:                Primary Azimuth Mark                     Grid Az
 LX7194:SPC CT       -  SOUTH MTN                                004 21 40.8
 LX7194:UTM  18      -  SOUTH MTN                                002 52 04.6
 LX7194
 LX7194|---------------------------------------------------------------------|
 LX7194| PID    Reference Object                     Distance      Geod. Az  |
 LX7194|                                                           dddmmss.s |
 LX7194| LX7223 SOUTH MTN                           APPROX. 7.9 KM 0041333.9 |
 LX7194| CZ8074 WAZER RM 1                           33.166 METERS 12143     |
 LX7194| CZ8075 WAZER RM 2                           17.920 METERS 21309     |
 LX7194|---------------------------------------------------------------------|
 LX7194
 LX7194                          SUPERSEDED SURVEY CONTROL
 LX7194
 LX7194  NAD 83(1992)-  41 34 39.45662(N)    072 57 14.32638(W) AD(       ) 1
 LX7194  NAD 83(1986)-  41 34 39.45867(N)    072 57 14.32834(W) AD(       ) 1
 LX7194  NAD 27      -  41 34 39.10808(N)    072 57 15.95580(W) AD(       ) 1
 LX7194  NGVD 29 (07/19/86)  258.9    (m)          849.     (f) VERT ANG       
 LX7194
 LX7194.Superseded values are not recommended for survey control.
 LX7194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7194.See file dsdata.txt to determine how the superseded data were derived.
 LX7194
 LX7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7056704904(NAD 83)
 LX7194_MARKER: DS = TRIANGULATION STATION DISK
 LX7194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7194+STABILITY: SURFACE MOTION
 LX7194
 LX7194  HISTORY     - Date     Condition        Report By
 LX7194  HISTORY     - 1981     MONUMENTED       NGS
 LX7194
 LX7194                          STATION DESCRIPTION
 LX7194
 LX7194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7194'THE STATION IS LOCATED ABOUT 6.44 KM (4.0 MI) WEST-SOUTHWEST
 LX7194'OF SOUTHINGTON, 4.02 KM (2.5 MI) SOUTHEAST OF WOLCOTT AND
 LX7194'2.4 KM (1.5 MI) NORTH OF THE NEW HAVEN COUNTY LINE.
 LX7194'OWNERSHIP--SOUTHINGTON WATER WORKS DEPARTMENT,
 LX7194'PERMISSION BY MR DANIEL C CHRISTY, SUPERINTENDENT AND ENGINEER,
 LX7194'65 HIGH STREET, SOUTHINGTON CT 06489,
 LX7194'PHONE--203-628-5593
 LX7194'
 LX7194'TO REACH THE STATION FROM THE WOLCOTT POST OFFICE AT THE JUNCTION
 LX7194'OF STATE HIGHWAYS 69 AND 322.
 LX7194'GO EAST AND THEN SOUTH ON HIGHWAY 322 FOR 1.21 KM (0.75 MI)
 LX7194'TO THE WOLCOTT TOWN HALL ON THE RIGHT.  CONTINUE SOUTH ON
 LX7194'HIGHWAY 322 FOR 1.5 KM (0.95 MI) TO A CROSSROAD, CONTINUE
 LX7194'ON HIGHWAY 322 FOR 2.2 KM (1.35 MI) TO A NARROW PAVED ROAD
 LX7194'ON THE RIGHT.  TURN RIGHT AND GO UP HILL FOR 0.2 KM (0.15 MI)
 LX7194'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 LX7194'
 LX7194'THE STATION IS A STANDARD NGS DISK
 LX7194'STAMPED---WAZER 1981---,
 LX7194'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7194'FLUSH WITH GROUND.  IT IS LOCATED
 LX7194'19.08 METERS (62.6 FT) NORTH FROM THE CENTER OF THE ROAD,
 LX7194'10.15 METERS (33.3 FT) SOUTH-SOUTHEAST FROM A 20 CM OAK TREE AND
 LX7194'1.61 METERS (5.3 FT) SOUTH FROM A METAL WITNESS POST
 LX7194'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7194'STAMPED---WAZER 1981---,
 LX7194'SET INTO AN IRREGULAR MASS OF CONCRETE 1.9 METERS BELOW THE SURFACE.
 LX7194'
 LX7194'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7194'STAMPED---WAZER NO 1 1981---,
 LX7194'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7194'9.75 METERS (32.00 FT) NORTHEAST FROM UTILITY POLE NO 4523 AND
 LX7194'5.33 METERS (17.50 FT) NORTH FROM THE CENTER OF THE ROAD.
 LX7194'MARK IS ABOVE STATION 0.30 METERS.
 LX7194'
 LX7194'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7194'STAMPED---WAZER NO 2 1981---,
 LX7194'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7194'31.33 METERS (102.8 FT) WEST FROM UTILITY POLE NO 4523,
 LX7194'10.27 METERS (33.70 FT) SOUTHEAST FROM A 30 CM OAK TREE AND
 LX7194'1.37 METERS (4.50 FT) SOUTH FROM THE CENTER OF THE ROAD
 LX7194'MARK IS LEVEL WITH STATION.
 LX7194'
 LX7194'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5795 ***********************************************************************
 LX5795  DESIGNATION -  WEATHER BUREAU FLAGTOWER
 LX5795  PID         -  LX5795
 LX5795  STATE/COUNTY-  CT/MIDDLESEX
 LX5795  USGS QUAD   -  OLD LYME (1976)
 LX5795
 LX5795                         *CURRENT SURVEY CONTROL
 LX5795  ___________________________________________________________________
 LX5795* NAD 83(1996)-  41 17 02.30887(N)    072 21 00.53961(W)     ADJUSTED  
 LX5795* NAVD 88     -                                                        
 LX5795  ___________________________________________________________________
 LX5795  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 LX5795  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX5795
 LX5795  HORZ ORDER  -  THIRD
 LX5795
 LX5795.The horizontal coordinates were established by classical geodetic methods
 LX5795.and adjusted by the National Geodetic Survey in August 1998..
 LX5795
 LX5795
 LX5795.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5795
 LX5795.The geoid height was determined by GEOID03.
 LX5795
 LX5795;                    North         East     Units Scale Factor Converg.
 LX5795;SPC CT       -   202,524.791   338,296.902   MT  0.99999258   +0 15 54.4
 LX5795;SPC CT       -   664,450.09  1,109,895.75   sFT  0.99999258   +0 15 54.4
 LX5795;UTM  18      - 4,573,668.713   721,907.592   MT  1.00020607   +1 44 56.6
 LX5795
 LX5795                          SUPERSEDED SURVEY CONTROL
 LX5795
 LX5795  NAD 83(1992)-  41 17 02.30789(N)    072 21 00.53931(W) AD(       ) 4
 LX5795  NAD 83(1986)-  41 17 02.30964(N)    072 21 00.54272(W) AD(       ) 4
 LX5795  NAD 27      -  41 17 01.96000(N)    072 21 02.24100(W) AD(       ) 3
 LX5795
 LX5795.Superseded values are not recommended for survey control.
 LX5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5795.See file dsdata.txt to determine how the superseded data were derived.
 LX5795
 LX5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2190873669(NAD 83)
 LX5795
 LX5795  HISTORY     - Date     Condition        Report By
 LX5795  HISTORY     - 1934     MONUMENTED       CGS
 LX5795  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LX5795  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5795  HISTORY     - 20040101 MARK NOT FOUND   USPSQD
 LX5795
 LX5795                          STATION DESCRIPTION
 LX5795
 LX5795'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5795'THIS STATION IS ON THE STEEL TOWER OF THE ABANDONED STATION OF
 LX5795'THE WEATHER BUREAU AT SAYBROOK.  IT IS LOCATED JUST S OF THE DOCK
 LX5795'APPROACH AND ABOUT 50 METERS W OF THE BLUE LINE DOCK.
 LX5795'
 LX5795'AT THE APEX OF THE SKELETON STRUCTURE IS A STEEL, PIPE
 LX5795'FLAGSTAFF.  THE STAFF HAS A WEATHER VANE AND BLOCKS FOR SIGNAL
 LX5795'HALYARDS AT THE TOP.
 LX5795'
 LX5795'CENTER IS THE CENTER LINE OF THE FLAGSTAFF.
 LX5795
 LX5795                          STATION RECOVERY (1954)
 LX5795
 LX5795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5795'STATION DESTROYED.  THE FLAG TOWER HAS BEEN RAZED.
 LX5795
 LX5795                          STATION RECOVERY (1997)
 LX5795
 LX5795'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5795'MARK NOT FOUND.
 LX5795
 LX5795                          STATION RECOVERY (2004)
 LX5795
 LX5795'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3683 ***********************************************************************
 LX3683  DESIGNATION -  WEBBS HOUSE GABLE
 LX3683  PID         -  LX3683
 LX3683  STATE/COUNTY-  CT/FAIRFIELD
 LX3683  USGS QUAD   -  MILFORD (1984)
 LX3683
 LX3683                         *CURRENT SURVEY CONTROL
 LX3683  ___________________________________________________________________
 LX3683* NAD 83(1996)-  41 13 22.64617(N)    073 06 52.77625(W)     ADJUSTED  
 LX3683* NAVD 88     -                                                        
 LX3683  ___________________________________________________________________
 LX3683  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 LX3683  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 LX3683
 LX3683  HORZ ORDER  -  THIRD
 LX3683
 LX3683.The horizontal coordinates were established by classical geodetic methods
 LX3683.and adjusted by the National Geodetic Survey in August 1998..
 LX3683
 LX3683
 LX3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3683
 LX3683.The geoid height was determined by GEOID03.
 LX3683
 LX3683;                    North         East     Units Scale Factor Converg.
 LX3683;SPC CT       -   195,735.322   274,223.646   MT  0.99999776   -0 14 30.4
 LX3683;SPC CT       -   642,174.97    899,682.08   sFT  0.99999776   -0 14 30.4
 LX3683;UTM  18      - 4,565,221.616   658,028.268   MT  0.99990735   +1 14 33.6
 LX3683
 LX3683                          SUPERSEDED SURVEY CONTROL
 LX3683
 LX3683  NAD 83(1992)-  41 13 22.64467(N)    073 06 52.77620(W) AD(       ) 4
 LX3683  NAD 83(1986)-  41 13 22.65169(N)    073 06 52.77877(W) AD(       ) 4
 LX3683  NAD 27      -  41 13 22.31200(N)    073 06 54.39000(W) AD(       ) 3
 LX3683
 LX3683.Superseded values are not recommended for survey control.
 LX3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3683.See file dsdata.txt to determine how the superseded data were derived.
 LX3683
 LX3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5802865222(NAD 83)
 LX3683
 LX3683  HISTORY     - Date     Condition        Report By
 LX3683  HISTORY     - 1934     MONUMENTED       CGS
 LX3683  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX3683  HISTORY     - 1987     GOOD             USPSQD
 LX3683  HISTORY     - 1987     GOOD             USPSQD
 LX3683
 LX3683                          STATION DESCRIPTION
 LX3683
 LX3683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3683'THE TWO-STORY RED-BRICK HOUSE OF GEORGE WEBB IS E OF THE
 LX3683'DERBY-STRATFORD ROAD AND ON A BLUFF OVERLOOKING THE HOUSATONIC
 LX3683'RIVER.  THERE IS A THREE-CAR GARAGE IN THE BASEMENT WHICH MAKES THE
 LX3683'HOUSE APPEAR TO BE THREE STORIES HIGH.  THERE ARE LONG DORMERS ON
 LX3683'THE N AND S SIDES OF THE HOUSE.  THERE IS A RED-BRICK CHIMNEY
 LX3683'NEAR EACH GABLE OF THE HOUSE.
 LX3683'
 LX3683'STATION IS THE GABLE AT THE E END OF THE HOUSE.  HEIGHT ABOUT
 LX3683'35 FEET.
 LX3683
 LX3683                          STATION RECOVERY (1961)
 LX3683
 LX3683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CHO)
 LX3683'RECOVERED AS DESCRIBED IN EXCELLENT CONDITION.  THE RED-BRICK
 LX3683'HOUSE IS PARTIALLY HIDDEN BY TREES FROM MAIN ST, GOING N TOWARD
 LX3683'RIVER ROAD, WHICH IS A NORTHEASTERLY EXTENSION OF MAIN ST.  HOUSE
 LX3683'MAIL BOX IS PLAINLY MARKED CAPT. ANDREW H. KRIVI, 4980 MAIN ST.
 LX3683
 LX3683                          STATION RECOVERY (1987)
 LX3683
 LX3683'RECOVERY NOTE BY US POWER SQUADRON 1987 (GEF)
 LX3683'RECOVERED IN GOOD CONDITION.
 LX3683
 LX3683                          STATION RECOVERY (1987)
 LX3683
 LX3683'RECOVERY NOTE BY US POWER SQUADRON 1987 (JAC)
 LX3683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7625 ***********************************************************************
 LX7625  DESIGNATION -  WEDW
 LX7625  PID         -  LX7625
 LX7625  STATE/COUNTY-  CT/FAIRFIELD
 LX7625  USGS QUAD   -  LONG HILL (1984)
 LX7625
 LX7625                         *CURRENT SURVEY CONTROL
 LX7625  ___________________________________________________________________
 LX7625* NAD 83(1996)-  41 16 43.08528(N)    073 11 04.97636(W)     ADJUSTED  
 LX7625* NAVD 88     -       156.9    (meters)     515.     (feet)  VERTCON   
 LX7625  ___________________________________________________________________
 LX7625  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 LX7625  GEOID HEIGHT-         -29.63  (meters)                     GEOID03
 LX7625
 LX7625  HORZ ORDER  -  FIRST
 LX7625
 LX7625.The horizontal coordinates were established by classical geodetic methods
 LX7625.and adjusted by the National Geodetic Survey in August 1998..
 LX7625
 LX7625.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7625
 LX7625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7625
 LX7625.The geoid height was determined by GEOID03.
 LX7625
 LX7625;                    North         East     Units Scale Factor Converg.
 LX7625;SPC CT       -   201,945.863   268,380.597   MT  0.99999299   -0 17 17.7
 LX7625;SPC CT       -   662,550.72    880,512.01   sFT  0.99999299   -0 17 17.7
 LX7625;UTM  18      - 4,571,278.016   652,026.802   MT  0.99988445   +1 11 52.1
 LX7625
 LX7625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7625!SPC CT       -   0.99998003  x   0.99999299  =   0.99997303
 LX7625!UTM  18      -   0.99998003  x   0.99988445  =   0.99986449
 LX7625
 LX7625|---------------------------------------------------------------------|
 LX7625| PID    Reference Object                     Distance      Geod. Az  |
 LX7625|                                                           dddmmss.s |
 LX7625| CR9726 WEDW RM 1                            23.037 METERS 00740     |
 LX7625| CR9727 WEDW RM 2                            23.008 METERS 27219     |
 LX7625|---------------------------------------------------------------------|
 LX7625
 LX7625                          SUPERSEDED SURVEY CONTROL
 LX7625
 LX7625  NAD 83(1992)-  41 16 43.08467(N)    073 11 04.97629(W) AD(       ) 1
 LX7625  NAD 83(1986)-  41 16 43.08682(N)    073 11 04.98131(W) AD(       ) 1
 LX7625  NAD 83(1986)-  41 16 43.08406(N)    073 11 04.97650(W) AD(       ) 1
 LX7625  NGVD 29 (01/16/90)  157.2    (m)          516.     (f) VERT ANG       
 LX7625
 LX7625.Superseded values are not recommended for survey control.
 LX7625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7625.See file dsdata.txt to determine how the superseded data were derived.
 LX7625
 LX7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5202771278(NAD 83)
 LX7625_MARKER: DS = TRIANGULATION STATION DISK
 LX7625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7625+STABILITY: SURFACE MOTION
 LX7625
 LX7625  HISTORY     - Date     Condition        Report By
 LX7625  HISTORY     - 1982     MONUMENTED       NGS
 LX7625
 LX7625                          STATION DESCRIPTION
 LX7625
 LX7625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7625'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHWEST FROM
 LX7625'THE JUNCTION OF STATE HIGHWAYS 15 AND 108 IN NICHOLS,
 LX7625'4.0 KM (2.5 MI) SOUTHWEST OF HUNTINGTON, 4.0 KM (2.5 MI)
 LX7625'NORTHEAST OF LONG HILL, ON BOOTH HILL AND ON GROUNDS WITH
 LX7625'TV STATION WEDW MAST.
 LX7625'OWNERSHIP--MR D ADDARIO ENTERPRISES, 513 BOSTON AVENUE,
 LX7625'BRIDGEPORT CT 06610, PHONE 203-333-9488.
 LX7625'
 LX7625'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 108
 LX7625'AND CHURCH STREET, AT THE ST PAULA CHURCH IN HUNTINGTON.
 LX7625'GO WEST ON HIGHWAY 108 FOR 3.9 KM (2.45 MI) TO A SIDE ROAD
 LX7625'RIGHT, TURN RIGHT AND GO WESTERLY ON MACDONALD ROAD FOR
 LX7625'0.4 KM (0.25 MI) TO A T-ROAD, TURN RIGHT AND GO NORTHERLY
 LX7625'ON BOOTH HILL ROAD FOR 0.6 KM (0.35 MI) TO A CROSSROAD,
 LX7625'ROULEAU LANE ON THE RIGHT, TURN LEFT AND GO WEST ON THE
 LX7625'PAVED ROAD FOR 0.3 KM (0.2 MI) TO A LARGE PAVED PARKING AREA
 LX7625'FOR THE WEDW TV STATION MAST AND THE STATION AS DESCRIBED.
 LX7625'
 LX7625'THE STATION IS A STANDARD NGS DISK
 LX7625'STAMPED---WEDW 1982---,
 LX7625'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7625'FLUSH WITH GROUND.  IT IS LOCATED
 LX7625'23.47 METERS (77.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST
 LX7625'CORNER OF A CINDER BLOCK BUILDING,
 LX7625'9.45 METERS (31.0 FT) WEST FROM A 25 CM OAK TREE AND
 LX7625'4.79 METERS (15.7 FT) NORTH FROM A WITNESS POST.
 LX7625'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7625'STAMPED---WEDW 1982---,
 LX7625'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7625'
 LX7625'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7625'STAMPED---WEDW NO 1 1982---,
 LX7625'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7625'FLUSH WITH GROUND.  IT IS LOCATED
 LX7625'10.82 METERS (35.5 FT) WEST FROM THE WEST EDGE OF
 LX7625'PARKING LOT,
 LX7625'5.91 METERS (19.4 FT) SOUTH FROM THE CENTER OF THE
 LX7625'DOUBLE DOORS TO THE TV STATION BUILDING AND
 LX7625'0.58 METER (1.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST
 LX7625'CORNER OF THE BUILDING.
 LX7625'MARK IS LEVEL WITH STATION.
 LX7625'
 LX7625'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7625'STAMPED---WEDW NO 2 1982---,
 LX7625'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7625'17.89 METERS (58.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST
 LX7625'CORNER OF THE CINDER BLOCK TV STATION BUILDING,
 LX7625'4.82 METERS (15.8 FT) SOUTH FROM A 10 CM IN DIAMETER CEDAR TREE AND
 LX7625'0.70 METER (2.3 FT) EAST FROM A WITNESS POST
 LX7625'MARK IS LEVEL WITH STATION.
 LX7625'
 LX7625'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.1 METERS.
 LX7625'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7625'
 LX7625'DESCRIBED BY L.D. ACRES, CHECKED BY V.D. NOVAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7643 ***********************************************************************
 LX7643  DESIGNATION -  WEISER 2
 LX7643  PID         -  LX7643
 LX7643  STATE/COUNTY-  CT/TOLLAND
 LX7643  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX7643
 LX7643                         *CURRENT SURVEY CONTROL
 LX7643  ___________________________________________________________________
 LX7643* NAD 83(1996)-  41 56 40.62098(N)    072 21 34.61059(W)     ADJUSTED  
 LX7643* NAVD 88     -       271.     (meters)     889.     (feet)  VERTCON   
 LX7643  ___________________________________________________________________
 LX7643  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 LX7643  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 LX7643
 LX7643  HORZ ORDER  -  THIRD
 LX7643
 LX7643.The horizontal coordinates were established by classical geodetic methods
 LX7643.and adjusted by the National Geodetic Survey in August 1998..
 LX7643.No horizontal observational check was made to the station.
 LX7643
 LX7643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7643
 LX7643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7643
 LX7643.The geoid height was determined by GEOID03.
 LX7643
 LX7643;                    North         East     Units Scale Factor Converg.
 LX7643;SPC CT       -   275,894.419   337,172.589   MT  1.00000883   +0 15 31.9
 LX7643;SPC CT       -   905,163.61  1,106,207.07   sFT  1.00000883   +0 15 31.9
 LX7643;UTM  18      - 4,646,999.272   718,868.377   MT  1.00018949   +1 45 56.0
 LX7643
 LX7643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7643!SPC CT       -   0.99996209  x   1.00000883  =   0.99997092
 LX7643!UTM  18      -   0.99996209  x   1.00018949  =   1.00015157
 LX7643
 LX7643|---------------------------------------------------------------------|
 LX7643| PID    Reference Object                     Distance      Geod. Az  |
 LX7643|                                                           dddmmss.s |
 LX7643| LX4973 WEISER                               81.314 METERS 03138     |
 LX7643| CS5356 WEISER 2 RM 3                        13.645 METERS 06710     |
 LX7643| CS5357 WEISER 2 RM 4                        14.764 METERS 34705     |
 LX7643|---------------------------------------------------------------------|
 LX7643
 LX7643                          SUPERSEDED SURVEY CONTROL
 LX7643
 LX7643  NAD 83(1996)-  41 56 40.62080(N)    072 21 34.61058(W) AD(       ) 3
 LX7643  NAD 83(1992)-  41 56 40.62123(N)    072 21 34.61094(W) AD(       ) 3
 LX7643  NAD 83(1992)-  41 56 40.62151(N)    072 21 34.61124(W) AD(       ) 3
 LX7643  NAD 83(1986)-  41 56 40.62265(N)    072 21 34.61109(W) AD(       ) 3
 LX7643  NGVD 29 (06/05/90)  271.     (m)          889.     (f) VERT ANG       
 LX7643
 LX7643.Superseded values are not recommended for survey control.
 LX7643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7643.See file dsdata.txt to determine how the superseded data were derived.
 LX7643
 LX7643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1886846999(NAD 83)
 LX7643_MARKER: DS = TRIANGULATION STATION DISK
 LX7643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7643+STABILITY: SURFACE MOTION
 LX7643
 LX7643  HISTORY     - Date     Condition        Report By
 LX7643  HISTORY     - 1981     MONUMENTED       NGS
 LX7643
 LX7643                          STATION DESCRIPTION
 LX7643
 LX7643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LX7643'THIS STATION WAS ESTABLISHED DUE TO WEISER 1979 BEING IN THE WAY OF A
 LX7643'ROCK QUARRY.
 LX7643'
 LX7643'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) WEST-SOUTHWEST OF STAFFORD
 LX7643'SPRINGS, 2.8 KM (1.75 MI) SOUTH OF WEST STAFFORD, 1.6 KM (1 MI)
 LX7643'NORTHEAST OF CRYSTAL LAKE AND ON THE NORTH END OF MURRY HILL.
 LX7643'OWNERSHIP--WAYNE C. WILLIAMS, GENERAL CONTRUCTION, INC, 174 KOZLEY
 LX7643'ROAD, TOLLAND, CT, 06084, TELEPHONE (203) 871-0844.
 LX7643'
 LX7643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 190 AND 30,
 LX7643'IN WEST STAFFORD, GO SOUTH ON HIGHWAY 30 FOR ABOUT 100 FT TO A SIDE
 LX7643'ROAD LEFT.  TURN LEFT AND THEN RIGHT AND GO SOUTH ON A PAVED ROAD FOR
 LX7643'2.6 KM (1.6 MI) TO A SIDE ROAD LEFT AND SIGN SKYLINE QUARRY.  TURN
 LX7643'LEFT AND GO EAST ON A DIRT ROAD FOR 0.1 KM (0.05 MI) TO A LOCKED GATE.
 LX7643'PASS THROUGH GATE
 LX7643'AND CONTINUE EAST, UP HILL ON A DIRT ROAD FOR 0.6 KM (0.4 MI) TO THE
 LX7643'QUARRY OFFICE ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST, UP HILL FOR
 LX7643'0.2 KM (0.1 MI) TO THE TOP OF THE HILL AND THE STATION.  THE
 LX7643'TO-REACH WILL CHANGE AS THE QUARRY OPERATION CONTINUES.
 LX7643'
 LX7643'THE STATION IS A STANDARD NGS DISK STAMPED--WEISER 2 1981--SET INTO
 LX7643'THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE MONUMENT FLUSH WITH THE
 LX7643'SURFACE OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7643'STAMPED--WEISER 2 1981--IMBEDDED IN AN IRREGULAR MASS OF CONCRETE
 LX7643'0.9 METER (3 FT) BELOW THE SURFACE.
 LX7643'
 LX7643'REFERENCE MARK 3 IS A STANARD NGS DISK STAMPED--WEISER 2 NO3
 LX7643'1981--SET INTO ROCK OUTCROP 0.6 METER (2 FT) AND 0.3 METER (1 FT)
 LX7643'HIGHER THAN THE STATION.
 LX7643'
 LX7643'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED--WEISER 2 NO 4
 LX7643'1981--SET INTO ROCK OUTCROP 0.3 METER (1 FT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7488 ***********************************************************************
 LX7488  DESIGNATION -  WELLS
 LX7488  PID         -  LX7488
 LX7488  STATE/COUNTY-  CT/FAIRFIELD
 LX7488  USGS QUAD   -  WESTPORT (1975)
 LX7488
 LX7488                         *CURRENT SURVEY CONTROL
 LX7488  ___________________________________________________________________
 LX7488* NAD 83(1996)-  41 14 09.54060(N)    073 20 01.40471(W)     ADJUSTED  
 LX7488* NAVD 88     -       147.4    (meters)     484.     (feet)  VERTCON   
 LX7488  ___________________________________________________________________
 LX7488  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 LX7488  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX7488
 LX7488  HORZ ORDER  -  FIRST
 LX7488
 LX7488.The horizontal coordinates were established by classical geodetic methods
 LX7488.and adjusted by the National Geodetic Survey in August 1998..
 LX7488
 LX7488.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7488
 LX7488.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7488
 LX7488.The geoid height was determined by GEOID03.
 LX7488
 LX7488;                    North         East     Units Scale Factor Converg.
 LX7488;SPC CT       -   197,282.756   255,865.044   MT  0.99999656   -0 23 13.4
 LX7488;SPC CT       -   647,251.84    839,450.57   sFT  0.99999656   -0 23 13.4
 LX7488;UTM  18      - 4,566,292.623   639,638.013   MT  0.99983998   +1 05 54.7
 LX7488
 LX7488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7488!SPC CT       -   0.99998154  x   0.99999656  =   0.99997810
 LX7488!UTM  18      -   0.99998154  x   0.99983998  =   0.99982152
 LX7488
 LX7488|---------------------------------------------------------------------|
 LX7488| PID    Reference Object                     Distance      Geod. Az  |
 LX7488|                                                           dddmmss.s |
 LX7488| CR9150 WELLS RM 1                           29.108 METERS 14958     |
 LX7488| CR9151 WELLS RM 2                           21.367 METERS 25542     |
 LX7488|---------------------------------------------------------------------|
 LX7488
 LX7488                          SUPERSEDED SURVEY CONTROL
 LX7488
 LX7488  NAD 83(1992)-  41 14 09.54005(N)    073 20 01.40443(W) AD(       ) 1
 LX7488  NAD 83(1986)-  41 14 09.54240(N)    073 20 01.40649(W) AD(       ) 1
 LX7488  NAD 83(1986)-  41 14 09.54014(N)    073 20 01.40494(W) AD(       ) 1
 LX7488  NGVD 29 (10/23/89)  147.8    (m)          485.     (f) VERT ANG       
 LX7488
 LX7488.Superseded values are not recommended for survey control.
 LX7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7488.See file dsdata.txt to determine how the superseded data were derived.
 LX7488
 LX7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3963866293(NAD 83)
 LX7488_MARKER: DS = TRIANGULATION STATION DISK
 LX7488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7488+STABILITY: SURFACE MOTION
 LX7488
 LX7488  HISTORY     - Date     Condition        Report By
 LX7488  HISTORY     - 1983     MONUMENTED       NGS
 LX7488
 LX7488                          STATION DESCRIPTION
 LX7488
 LX7488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7488'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHEAST OF
 LX7488'WESTON, 3.2 KM (2.0 MI) WEST-SOUTHWEST OF EASTON, 1.6
 LX7488'KM (1.0 MI) NORTHWEST OF THE NORTH END OF HEMLOCK RESERVOIR,
 LX7488'1.2 KM (0.75 MI) WEST OF THE ASPETUCK RESERVOIR AND
 LX7488'ALONG THE WEST EDGE OF A CULTIVATED FIELD.
 LX7488'OWNERSHIP--MR J SHERWOOD EDWARDS, 100 SUNNY RIDGE ROAD,
 LX7488'EASTON CT 06245, PHONE 203-268-9008.
 LX7488'
 LX7488'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 LX7488'(MERRITT PARKWAY) AND STATE HIGHWAY 58, GO NORTH ON HIGHWAY
 LX7488'58 FOR 5.3 KM (3.3 MI) TO ITS JUNCTION WITH STATE HIGHWAY
 LX7488'136.  TURN LEFT, SOUTHWEST, ON HIGHWAY 136 FOR 1.0 KM (0.6 MI)
 LX7488'TO A SLANTED CROSSROAD.  TURN RIGHT, NORTH, ON REDDING
 LX7488'ROAD FOR 0.8 KM (0.5 MI) TO A PAVED ROAD LEFT.  TURN
 LX7488'LEFT, WEST, ON WELLS HILL ROAD FOR 1.0 KM (0.6 MI) TO A
 LX7488'FORK.  KEEP RIGHT, UPGRADE, NORTHWEST, FOR 0.3 KM (0.2 MI)
 LX7488'TO HIGH GROUND AND A FIELD ENTRANCE ON THE RIGHT, AND THE
 LX7488'STATION ON THE RIGHT, ABOUT 18 METERS (59 FEET) NORTH
 LX7488'OF THE FIELD ENTRANCE.
 LX7488'
 LX7488'THE STATION IS A STANDARD NGS DISK
 LX7488'STAMPED---WELLS 1983---,
 LX7488'TO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7488'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 LX7488'18.4 METERS (60.5 FT) EAST FROM CENTER OF THE PAVED ROAD,
 LX7488'17.7 METERS (58 FT) NORTH FROM THE FIELD ENTRANCE,
 LX7488'5.52 METERS (18.1 FT) EAST FROM A ROCK WALL AND
 LX7488'4.4 METERS (14.4 FT) EAST-NORTHEAST FROM A WITNESS POST.
 LX7488'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7488'STAMPED---WELLS 1983---,
 LX7488'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7488'
 LX7488'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7488'STAMPED---WELLS NO 1 1983---,
 LX7488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7488'FLUSH WITH GROUND.  IT IS LOCATED
 LX7488'11.7 METERS (38.5 FT) SOUTHEAST FROM CENTER OF FIELD ENTRANCE,
 LX7488'6.7 METERS (22 FT) EAST-NORTHEAST FROM A MULTI-TRUNKED TREE AND
 LX7488'1.61 METERS (5.3 FT) EAST-NORTHEAST FROM A WITNESS POST
 LX7488'MARK IS ABOVE STATION 0.5 METERS.
 LX7488'
 LX7488'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7488'STAMPED---WELLS NO 2 1983---,
 LX7488'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7488'FLUSH WITH GROUND.  IT IS LOCATED
 LX7488'5.8 METERS (19 FT) NORTH FROM CENTER OF PAVED DRIVEWAY,
 LX7488'5.67 METERS (18.6 FT) SOUTH FROM UTILITY POLE 14513,
 LX7488'3.2 METERS (10.5 FT) WEST FROM THE PAVED ROAD CENTER AND
 LX7488'0.24 METERS (0.8 FT) EAST FROM A WITNESS POST.
 LX7488'MARK IS BELOW STATION 1.2 METERS.
 LX7488'
 LX7488'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO TREES ON LINE.
 LX7488'NO SUITABLE LOCATION FOR AN AZIMUTH OR LONG REFERENCE MARK.
 LX7488'
 LX7488'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 LX7488'
 LX7488'DESCRIBED BY J.N. LEONHARDT, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6834 ***********************************************************************
 LX6834  DESIGNATION -  WELWYN
 LX6834  PID         -  LX6834
 LX6834  STATE/COUNTY-  CT/MIDDLESEX
 LX6834  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6834
 LX6834                         *CURRENT SURVEY CONTROL
 LX6834  ___________________________________________________________________
 LX6834* NAD 83(1996)-  41 33 33.64925(N)    072 35 29.33477(W)     ADJUSTED  
 LX6834* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX6834  ___________________________________________________________________
 LX6834  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LX6834  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX6834
 LX6834  HORZ ORDER  -  THIRD
 LX6834
 LX6834.The horizontal coordinates were established by classical geodetic methods
 LX6834.and adjusted by the National Geodetic Survey in August 1998..
 LX6834
 LX6834.The orthometric height was scaled from a topographic map.
 LX6834
 LX6834.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6834
 LX6834.The geoid height was determined by GEOID03.
 LX6834
 LX6834;                    North         East     Units Scale Factor Converg.
 LX6834;SPC CT       -   233,042.413   318,023.946   MT  0.99998324   +0 06 18.4
 LX6834;SPC CT       -   764,573.32  1,043,383.56   sFT  0.99998324   +0 06 18.4
 LX6834;UTM  18      - 4,603,654.264   700,845.161   MT  1.00009644   +1 35 54.0
 LX6834
 LX6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6834!SPC CT       -   1.00000454  x   0.99998324  =   0.99998778
 LX6834!UTM  18      -   1.00000454  x   1.00009644  =   1.00010098
 LX6834
 LX6834|---------------------------------------------------------------------|
 LX6834| PID    Reference Object                     Distance      Geod. Az  |
 LX6834|                                                           dddmmss.s |
 LX6834| CZ8079 WELWYN RM 2                          17.400 METERS 06042     |
 LX6834| LX6824 148                                 APPROX. 1.2 KM 0915044.8 |
 LX6834| LX6827 MILLER                              394.935 METERS 16929     |
 LX6834| CZ8078 WELWYN RM 1                          17.430 METERS 31658     |
 LX6834|---------------------------------------------------------------------|
 LX6834
 LX6834                          SUPERSEDED SURVEY CONTROL
 LX6834
 LX6834  NAD 83(1992)-  41 33 33.64857(N)    072 35 29.33469(W) AD(       ) 3
 LX6834  NAD 83(1986)-  41 33 33.65045(N)    072 35 29.33682(W) AD(       ) 3
 LX6834  NAD 27      -  41 33 33.29200(N)    072 35 30.99900(W) AD(       ) 3
 LX6834
 LX6834.Superseded values are not recommended for survey control.
 LX6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6834.See file dsdata.txt to determine how the superseded data were derived.
 LX6834
 LX6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0084503654(NAD 83)
 LX6834_MARKER: Z = SEE DESCRIPTION
 LX6834_SETTING: 0 = UNSPECIFIED SETTING
 LX6834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6834
 LX6834  HISTORY     - Date     Condition        Report By
 LX6834  HISTORY     - 1935     MONUMENTED       CGS
 LX6834  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6834
 LX6834                          STATION DESCRIPTION
 LX6834
 LX6834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6834'THE STATION IS REACHED FROM THE INTERSECTIONS OF ROUTES 15 AND
 LX6834'14 IN PORTLAND, GO EASTERLY ON ROUTE 14, 3.2 MILES, TURN RIGHT
 LX6834'ON A PRIVATE ROAD AND GO 0.6 MILE TO THE CAMP OF DR. HALLOCK,
 LX6834'THE STATION IS ON THE BANK OF THE RIVER AT THE FOOT OF THE
 LX6834'STEEP BANK.  IT IS ON A SMALL POINT ABOUT 1/4 MILE DOWNSTREAM
 LX6834'FROM BODKIN ROCK LIGHT, AND ABOUT A 1/2 MILE UPSTREAM FROM
 LX6834'PAPER ROCK LIGHT.  IT IS MARKED BY A STANDARD DISK SET IN THE
 LX6834'TOP OF A 12- BY 12- BY 30-INCH CONCRETE BLOCK FLUSH WITH THE
 LX6834'GROUND.  THE SUB-SURFACE MARK IS A STANDARD DISK SET IN AN
 LX6834'IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE
 LX6834'MARK.
 LX6834'
 LX6834'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF A 12-
 LX6834'BY 12- BY 30-INCH CONCRETE POST N 30 DEG W AND EASTERLY OF A
 LX6834'30-INCH BLAZED MAPLE TREE.  REFERENCE MARK NO.2 IS A STANDARD
 LX6834'DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST
 LX6834'N 70 DEG E AND BY AN 18-INCH BLAZED MAPLE TREE.  WITNESS MARKS
 LX6834'ARE AS FOLLOWS--A BLAZED 10-INCH ELM N 67 DEG W, 16.83 METERS A
 LX6834'BLAZED 30-INCH MAPLE N 46 DEG W, 16.17 METERS AND A BLAZED
 LX6834'18-INCH MAPLE N 78 DEG E, 19.44 METERS.
 LX6834'
 LX6834'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6834
 LX6834                          STATION RECOVERY (1948)
 LX6834
 LX6834'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6834'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  DESCRIPTION
 LX6834'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4706 ***********************************************************************
 LX4706  DESIGNATION -  WENBERG
 LX4706  PID         -  LX4706
 LX4706  STATE/COUNTY-  CT/TOLLAND
 LX4706  USGS QUAD   -  WESTFORD (1983)
 LX4706
 LX4706                         *CURRENT SURVEY CONTROL
 LX4706  ___________________________________________________________________
 LX4706* NAD 83(1996)-  41 52 58.12849(N)    072 13 10.53235(W)     ADJUSTED  
 LX4706* NAVD 88     -       238.1    (meters)     781.     (feet)  VERTCON   
 LX4706  ___________________________________________________________________
 LX4706  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LX4706  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX4706
 LX4706  HORZ ORDER  -  FIRST
 LX4706
 LX4706.The horizontal coordinates were established by classical geodetic methods
 LX4706.and adjusted by the National Geodetic Survey in August 1998..
 LX4706
 LX4706.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4706
 LX4706.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4706
 LX4706.The geoid height was determined by GEOID03.
 LX4706
 LX4706;                    North         East     Units Scale Factor Converg.
 LX4706;SPC CT       -   269,091.765   348,825.623   MT  1.00000168   +0 21 06.1
 LX4706;SPC CT       -   882,845.23  1,144,438.73   sFT  1.00000168   +0 21 06.1
 LX4706;UTM  18      - 4,640,503.832   730,698.740   MT  1.00025496   +1 51 25.4
 LX4706
 LX4706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4706!SPC CT       -   0.99996726  x   1.00000168  =   0.99996894
 LX4706!UTM  18      -   0.99996726  x   1.00025496  =   1.00022221
 LX4706
 LX4706|---------------------------------------------------------------------|
 LX4706| PID    Reference Object                     Distance      Geod. Az  |
 LX4706|                                                           dddmmss.s |
 LX4706| CZ8080 WENBERG RM 1                         20.320 METERS 00231     |
 LX4706| LX4677 BUNTE 2                             APPROX. 8.9 KM 1172244.0 |
 LX4706| CZ8082 WENBERG RM 3                         49.747 METERS 17603     |
 LX4706| LX4979 MANSFIELD STORRS COLL CHAPEL        APPROX. 8.3 KM 1980018.1 |
 LX4706| LX4980 STORRS UNIV LIB CUPOLA              APPROX. 8.6 KM 1980218.1 |
 LX4706| LX4981 STORRS UNIV WHUS RAD MAST           APPROX. 8.3 KM 2032411.5 |
 LX4706| CZ8081 WENBERG RM 2                         24.137 METERS 25432     |
 LX4706|---------------------------------------------------------------------|
 LX4706
 LX4706                          SUPERSEDED SURVEY CONTROL
 LX4706
 LX4706  NAD 83(1996)-  41 52 58.12813(N)    072 13 10.53232(W) AD(       ) 1
 LX4706  NAD 83(1992)-  41 52 58.12831(N)    072 13 10.53232(W) AD(       ) 1
 LX4706  NAD 83(1992)-  41 52 58.12872(N)    072 13 10.53271(W) AD(       ) 1
 LX4706  NAD 83(1986)-  41 52 58.12952(N)    072 13 10.53257(W) AD(       ) 1
 LX4706  NAD 27      -  41 52 57.77949(N)    072 13 12.26299(W) AD(       ) 1
 LX4706  NGVD 29 (07/19/86)  238.3    (m)          782.     (f) VERT ANG       
 LX4706
 LX4706.Superseded values are not recommended for survey control.
 LX4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4706.See file dsdata.txt to determine how the superseded data were derived.
 LX4706
 LX4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3069940504(NAD 83)
 LX4706_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4706_SETTING: 66 = SET IN ROCK OUTCROP
 LX4706_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX4706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX4706+STABILITY: POSITION/ELEVATION WELL
 LX4706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX4706+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 LX4706
 LX4706  HISTORY     - Date     Condition        Report By
 LX4706  HISTORY     - 1975     MONUMENTED       NGS
 LX4706  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4706  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX4706  HISTORY     - 20050405 GOOD             GEOCAC
 LX4706
 LX4706                          STATION DESCRIPTION
 LX4706
 LX4706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4706'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF WESTFORD, 2-3/4 MILES
 LX4706'NORTHWEST OF WEST ASHFORD, 1 MILE NORTHEAST OF EAST WILLINGTON, ON
 LX4706'WENBERG HILL AND ON THE PROPERTY OF MR. RUDOLPH KALBAC.  MOOSE
 LX4706'MEADOW ROAD.  EAST WILLINGTON, CONNECTICUT.  PHONE 429-2425.
 LX4706'
 LX4706'TO REACH THE STATION FROM THE POST OFFICE IN WEST WILLINGTON,
 LX4706'GO EAST ON U.S. HIGHWAY 44 FOR 0.1 MILE TO THE JUNCTION
 LX4706'WITH STATE HIGHWAY 32.  CONTINUE EAST ON U.S. HIGHWAY 44 FOR
 LX4706'1.85 MILES TO THE JUNCTION WITH STATE HIGHWAY 320 ON
 LX4706'THE LEFT.  CONTINUE EAST ON U.S. HIGHWAY 44 AND STATE HIGHWAY
 LX4706'320 FOR 0.2 MILE TO WHERE STATE HIGHWAY 320 TURNS TO
 LX4706'THE RIGHT.  CONTINUE EAST ON U.S. HIGHWAY 44 FOR 1.4 MILES
 LX4706'TO MOOSE MEADOW ROAD ON THE LEFT.  CONTINUE EAST ON U.S.
 LX4706'HIGHWAY 44 FOR 0.6 MILE TO SECKAR ROAD ON THE LEFT.  TURN
 LX4706'LEFT AND GO NORTHEAST ON SECKAR ROAD FOR 0.5 MILE TO A WOODS
 LX4706'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE WOODS
 LX4706'ROAD FOR 0.15 MILE TO THE TOP OF THE HILL AND THE STATION
 LX4706'AS DESCRIBED.
 LX4706'
 LX4706'STATION MARK, STAMPED WENBERG 1975, IS A STANDARD DISK
 LX4706'CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 1 FOOT BELOW THE
 LX4706'GROUND SURFACE.  IT IS 38 FEET EAST OF A 10-INCH OAK TREE, 22
 LX4706'FEET NORTH OF A 22-INCH OAK TREE WITH A TRIANGLE BLAZE AND
 LX4706'21.5 FEET WEST OF AN 8-INCH OAK TREE.
 LX4706'
 LX4706'REFERENCE MARK 1, STAMPED WENBERG NO 1 1975, IS A STANDARD
 LX4706'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 LX4706'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 29.8 FEET
 LX4706'SOUTH OF A 16-INCH OAK TREE, 18.9 FEET NORTH OF A 5-INCH
 LX4706'HICKORY TREE AND 11.5 FEET EAST OF A 6-INCH HICKORY TREE
 LX4706'WITH A WITNESS SIGN NAILED TO IT.
 LX4706'
 LX4706'REFERENCE MARK 2, STAMPED WENBERG NO 2 1975, IS A STANDARD
 LX4706'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS
 LX4706'1 FOOT ON THE EAST SIDE AND 2 FEET ON THE WEST SIDE.  IT IS
 LX4706'40.5 FEET WEST OF A 10-INCH OAK TREE, 21.5 FEET NORTH OF A
 LX4706'12-INCH OAK TREE AND 11.5 FEET SOUTHWEST OF A METAL
 LX4706'WITNESS POST.
 LX4706'
 LX4706'REFERENCE MARK 3, STAMPED WENBERG NO 3 1975, IS A STANDARD
 LX4706'DISK CEMENTED IN A DRILL HOLE IN A 1-FOOT BOULDER THAT
 LX4706'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 140.5 FEET
 LX4706'SOUTH OF THE 22-INCH OAK TREE WITH A TRIANGLE BLAZE, 14.5
 LX4706'FEET NORTH OF A 10-INCH OAK TREE, 2.3 FEET EAST OF A METAL
 LX4706'WITNESS POST AND 2 FEET SOUTH OF A 4-INCH OAK TREE.
 LX4706'
 LX4706'A 4-WHEEL DRIVE TRUCK WAS USED TO REACH THE STATION.
 LX4706'
 LX4706'NO MEASUREMENT FROM RM 1 TO RM 2, TREES ON LINE.
 LX4706'
 LX4706'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
 LX4706
 LX4706                          STATION RECOVERY (1977)
 LX4706
 LX4706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4706'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 LX4706'AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO THE
 LX4706'REFERENCE MARKS CHECKED WITH THE 1975 OBSERVATIONS.  THE
 LX4706'DISTANCE TO REFERENCE MARKS 1 AND 2 CHECKED.  THE DISTANCE TO
 LX4706'REFERENCE MARK 3 WAS FOUND SHORTER BY 0.04 FOOT.
 LX4706'
 LX4706'A NEW DESCRIPTION FOLLOWS.
 LX4706'
 LX4706'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF WESTFORD, 2-3/4
 LX4706'MILES NORTHWEST OF WEST ASHFORD, 1 MILE NORTHEAST OF EAST
 LX4706'WILLINGTON, ON WENBERG HILL AND ON THE PROPERTY OF MR.
 LX4706'RUDOLPH KALBAC, MOOSE MEADOW ROAD, EAST WILLINGTON,
 LX4706'CONNECTICUT, PHONE NUMBER 429-2425.
 LX4706'
 LX4706'TO REACH THE STATION FROM THE POST OFFICE IN WEST WILLINGTON,
 LX4706'GO EAST ON U.S. HIGHWAY 44 FOR 0.1 MILE TO THE JUNCTION OF
 LX4706'STATE HIGHWAY 32.  CONTINUE EAST ON HIGHWAY 44 FOR 1.85 MILES
 LX4706'TO THE JUNCTION OF STATE HIGHWAY 320 ON THE LEFT.  CONTINUE
 LX4706'EAST ON STATE HIGHWAY 320 AND U.S. HIGHWAY 44 FOR 0.2 MILE TO
 LX4706'WHERE HIGHWAY 320 TURNS TO THE RIGHT.  CONTINUE EAST ON HIGHWAY
 LX4706'44 FOR 1.4 MILES TO A CROSS ROAD (MOOSE MEADOW ROAD ON THE
 LX4706'LEFT AND PARKER ROAD ON THE RIGHT).  CONTINUE EAST ON HIGHWAY
 LX4706'44 FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 LX4706'NORTHEAST ON SECKAR ROAD FOR 0.55 MILE TO A WOODS ROAD ON
 LX4706'THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE WOODS ROAD FOR
 LX4706'0.05 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LX4706'NORTHEAST ON A WOODS ROAD FOR 0.05 MILE TO THE END OF THE
 LX4706'WOODS ROAD, AT THE TOP OF THE HILL AND THE STATION.
 LX4706'
 LX4706'STATION MARK, STAMPED---WENBERG 1975---, IS A STANDARD DISK
 LX4706'CEMENTED IN A DRILL HOLE IN BEDROCK, ABOUT 1 FOOT BELOW THE
 LX4706'GROUND SURFACE.  IT IS 38 FEET EAST OF A 12-INCH OAK TREE,
 LX4706'23 FEET NORTH OF A 22-INCH TRIANGLE BLAZED OAK TREE AND 21.5
 LX4706'FEET WEST OF A 10-INCH OAK TREE.
 LX4706'
 LX4706'REFERENCE MARK 1, STAMPED---WENBERG NO 1 1975---, IS A
 LX4706'STANDARD DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 LX4706'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 29.8
 LX4706'FEET SOUTH OF A 16-INCH OAK TREE, 18.5 FEET NORTHWEST OF
 LX4706'A 5-INCH HICKORY TREE AND 11.5 FEET EAST OF A 6-INCH HICKORY
 LX4706'TREE WITH A WITNESS SIGN ATTACHED.
 LX4706'
 LX4706'REFERENCE MARK 2, STAMPED---WENBERG NO 2 1975---, IS A STANDARD
 LX4706'DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 LX4706'PROJECTS 1 FOOT ABOVE THE GROUND SURFACE ON THE EAST SIDE AND
 LX4706'2 FEET ON THE WEST SIDE.  IT IS 53 FEET EAST OF THE CENTER
 LX4706'OF A WOODS ROAD, 40.5 FEET WEST OF A 12-INCH OAK TREE, 21.5
 LX4706'FEET NORTH OF A 12-INCH OAK TREE AND 11.5 FEET SOUTHWEST OF A
 LX4706'METAL WITNESS POST.
 LX4706'
 LX4706'REFERENCE MARK 3, STAMPED---WENBERG NO 3 1975---, IS A STANDARD
 LX4706'DISK CEMENTED IN A DRILL HOLE IN A 1-FOOT BOULDER THAT
 LX4706'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 140.5 FEET
 LX4706'SOUTH OF THE TRIANGLE BLAZED OAK TREE, 14.5 FEET NORTHEAST OF
 LX4706'A 10-INCH OAK TREE, 11 FEET WEST OF THE CENTER OF A WOODS
 LX4706'ROAD, 2.3 FEET EAST OF A METAL WITNESS POST AND 2 FEET SOUTH
 LX4706'OF A 4-INCH OAK TREE.
 LX4706'
 LX4706'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS, DUE TO
 LX4706'TREES ON LINE.
 LX4706'
 LX4706'THERE WAS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 LX4706'
 LX4706'HEIGHT OF LIGHT ABOVE MARK WAS 30.7 METERS.
 LX4706'
 LX4706'DESCRIBED BY A.G. THACKER.
 LX4706
 LX4706                          STATION RECOVERY (1978)
 LX4706
 LX4706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4706'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 LX4706'AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1977.  A VISUAL
 LX4706'RECOVERY OF THE STATION WAS MADE AS THE STATION WAS USED AS
 LX4706'A CHECK ANGLE STATION AND NO OBSERVATIONS WERE MADE AT THIS
 LX4706'TIME.  THE 1977 DESCRIPTION IS ENTIRELY ADEQUATE
 LX4706'
 LX4706'HEIGHT OF THE LIGHT SHOWN TO TRIANGULATION STATION
 LX4706'STORRS 1936 WAS 30.0 METERS.
 LX4706'
 LX4706'DESCRIBED BY J.A. TISDALL.
 LX4706
 LX4706                          STATION RECOVERY (2005)
 LX4706
 LX4706'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX4706'RECOVERED THE STATION AND RM'S 1 2 AND 3 IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6972 ***********************************************************************
 LX6972  DESIGNATION -  WESLEYAN STACK
 LX6972  PID         -  LX6972
 LX6972  STATE/COUNTY-  CT/MIDDLESEX
 LX6972  USGS QUAD   -  MIDDLETOWN (1992)
 LX6972
 LX6972                         *CURRENT SURVEY CONTROL
 LX6972  ___________________________________________________________________
 LX6972* NAD 83(1996)-  41 33 23.57758(N)    072 39 23.80207(W)     ADJUSTED  
 LX6972* NAVD 88     -                                                        
 LX6972  ___________________________________________________________________
 LX6972  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LX6972  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX6972
 LX6972  HORZ ORDER  -  THIRD
 LX6972
 LX6972.The horizontal coordinates were established by classical geodetic methods
 LX6972.and adjusted by the National Geodetic Survey in August 1998..
 LX6972
 LX6972
 LX6972.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6972
 LX6972.The geoid height was determined by GEOID03.
 LX6972
 LX6972;                    North         East     Units Scale Factor Converg.
 LX6972;SPC CT       -   232,723.775   312,591.257   MT  0.99998322   +0 03 42.9
 LX6972;SPC CT       -   763,527.92  1,025,559.82   sFT  0.99998322   +0 03 42.9
 LX6972;UTM  18      - 4,603,194.126   695,422.078   MT  1.00006999   +1 33 18.0
 LX6972
 LX6972                          SUPERSEDED SURVEY CONTROL
 LX6972
 LX6972  NAD 83(1992)-  41 33 23.57688(N)    072 39 23.80207(W) AD(       ) 4
 LX6972  NAD 83(1986)-  41 33 23.57887(N)    072 39 23.80403(W) AD(       ) 4
 LX6972  NAD 27      -  41 33 23.21900(N)    072 39 25.46800(W) AD(       ) 3
 LX6972
 LX6972.Superseded values are not recommended for survey control.
 LX6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6972.See file dsdata.txt to determine how the superseded data were derived.
 LX6972
 LX6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9542203194(NAD 83)
 LX6972
 LX6972  HISTORY     - Date     Condition        Report By
 LX6972  HISTORY     - 1935     MONUMENTED       CGS
 LX6972  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6972  HISTORY     - 20040101 MARK NOT FOUND   USPSQD
 LX6972
 LX6972                          STATION DESCRIPTION
 LX6972
 LX6972'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6972'THE WESLEYAN COLLEGE IS IN THE WESTERN PART OF MIDDLETOWN.  THE
 LX6972'STACK IS AT THE SW CORNER OF THE ATHLETIC BUILDING, AND ON THE
 LX6972'W SIDE OF THE HEATING PLANT.  THESE ARE ALL AT THE NORTHEASTERLY
 LX6972'CORNER OF THE ATHLETIC FIELD.  THE GYMNASIUM AND THE ATHLETIC
 LX6972'BUILDINGS AS WELL AS THE STACK ARE MADE OF BROWN-BRICK.
 LX6972'
 LX6972'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 200
 LX6972'FEET.
 LX6972
 LX6972                          STATION RECOVERY (1948)
 LX6972
 LX6972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6972'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6972
 LX6972                          STATION RECOVERY (2004)
 LX6972
 LX6972'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX6972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6697 ***********************************************************************
 LX6697  DESIGNATION -  WEST HARTFORD TOWN HALL CUPOLA
 LX6697  PID         -  LX6697
 LX6697  STATE/COUNTY-  CT/HARTFORD
 LX6697  USGS QUAD   -  HARTFORD NORTH (1992)
 LX6697
 LX6697                         *CURRENT SURVEY CONTROL
 LX6697  ___________________________________________________________________
 LX6697* NAD 83(1996)-  41 45 36.32895(N)    072 44 29.95867(W)     ADJUSTED  
 LX6697* NAVD 88     -                                                        
 LX6697  ___________________________________________________________________
 LX6697  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 LX6697  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 LX6697
 LX6697  HORZ ORDER  -  THIRD
 LX6697
 LX6697.The horizontal coordinates were established by classical geodetic methods
 LX6697.and adjusted by the National Geodetic Survey in August 1998..
 LX6697
 LX6697
 LX6697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6697
 LX6697.The geoid height was determined by GEOID03.
 LX6697
 LX6697;                    North         East     Units Scale Factor Converg.
 LX6697;SPC CT       -   255,326.017   305,494.568   MT  0.99999093   +0 00 19.9
 LX6697;SPC CT       -   837,682.11  1,002,276.76   sFT  0.99999093   +0 00 19.9
 LX6697;UTM  18      - 4,625,604.852   687,737.195   MT  1.00003373   +1 30 16.3
 LX6697
 LX6697                          SUPERSEDED SURVEY CONTROL
 LX6697
 LX6697  NAD 83(1996)-  41 45 36.32856(N)    072 44 29.95892(W) AD(       ) 4
 LX6697  NAD 83(1992)-  41 45 36.32884(N)    072 44 29.95920(W) AD(       ) 4
 LX6697  NAD 83(1992)-  41 45 36.33003(N)    072 44 29.96010(W) AD(       ) 4
 LX6697  NAD 83(1986)-  41 45 36.33027(N)    072 44 29.96020(W) AD(       ) 4
 LX6697  NAD 27      -  41 45 35.96695(N)    072 44 31.61311(W) AD(       ) 3
 LX6697
 LX6697.Superseded values are not recommended for survey control.
 LX6697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6697.See file dsdata.txt to determine how the superseded data were derived.
 LX6697
 LX6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8773725605(NAD 83)
 LX6697_MARKER: Z = SEE DESCRIPTION
 LX6697_SETTING: 0 = UNSPECIFIED SETTING
 LX6697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX6697
 LX6697  HISTORY     - Date     Condition        Report By
 LX6697  HISTORY     - 1978     MONUMENTED       NGS
 LX6697
 LX6697                          STATION DESCRIPTION
 LX6697
 LX6697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6697'THE STATION IS THE TOP CENTER OF THE WEST HARTFORD TOWN HALL
 LX6697'DOME.  IT IS GOLD IN COLOR AND IS APPROXIMATELY 70 FEET IN
 LX6697'HEIGHT.  IT HAS A WEATHER VANE ON ITS TOP AND A CLOCK FACE IN
 LX6697'A WHITE CUPOLA THAT IS ATTACHED TO A RED BRICK BUILDING.
 LX6697'
 LX6697'IT IS ON PROPERTY OWNED BY THE TOWN OF WEST HARTFORD AND IS
 LX6697'LOCATED IN THE CENTER OF WEST HARTFORD ON THE EAST SIDE OF
 LX6697'MAIN STREET.
 LX6697'
 LX6697'DESCRIBED BY V.D. NOVAK, TYPED BY J.A. TISDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6491 ***********************************************************************
 LX6491  DESIGNATION -  WEST HAVEN CONG CHURCH SPIRE
 LX6491  PID         -  LX6491
 LX6491  STATE/COUNTY-  CT/NEW HAVEN
 LX6491  USGS QUAD   -  NEW HAVEN (1984)
 LX6491
 LX6491                         *CURRENT SURVEY CONTROL
 LX6491  ___________________________________________________________________
 LX6491* NAD 83(1996)-  41 16 17.43317(N)    072 57 00.41888(W)     ADJUSTED  
 LX6491* NAVD 88     -                                                        
 LX6491  ___________________________________________________________________
 LX6491  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 LX6491  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX6491
 LX6491  HORZ ORDER  -  THIRD
 LX6491
 LX6491.The horizontal coordinates were established by classical geodetic methods
 LX6491.and adjusted by the National Geodetic Survey in August 1998..
 LX6491
 LX6491
 LX6491.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6491
 LX6491.The geoid height was determined by GEOID03.
 LX6491
 LX6491;                    North         East     Units Scale Factor Converg.
 LX6491;SPC CT       -   201,082.311   288,033.187   MT  0.99999355   -0 07 57.7
 LX6491;SPC CT       -   659,717.55    944,988.88   sFT  0.99999355   -0 07 57.7
 LX6491;UTM  18      - 4,570,924.293   671,693.789   MT  0.99996281   +1 21 09.0
 LX6491
 LX6491                          SUPERSEDED SURVEY CONTROL
 LX6491
 LX6491  NAD 83(1992)-  41 16 17.43221(N)    072 57 00.41856(W) AD(       ) 4
 LX6491  NAD 83(1986)-  41 16 17.43396(N)    072 57 00.42386(W) AD(       ) 4
 LX6491  NAD 83(1986)-  41 16 17.43373(N)    072 57 00.42515(W) AD(       ) 4
 LX6491  NAD 83(1986)-  41 16 17.36027(N)    072 57 00.36312(W) AD(       ) 4
 LX6491  NAD 27      -  41 16 17.01400(N)    072 57 01.99000(W) AD(       ) 3
 LX6491
 LX6491.Superseded values are not recommended for survey control.
 LX6491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6491.See file dsdata.txt to determine how the superseded data were derived.
 LX6491
 LX6491_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7169470924(NAD 83)
 LX6491_MARKER: 90 = CHURCH SPIRE
 LX6491_SETTING: 0 = UNSPECIFIED SETTING
 LX6491
 LX6491  HISTORY     - Date     Condition        Report By
 LX6491  HISTORY     - UNK      FIRST OBSERVED
 LX6491  HISTORY     - 1910     SEE DESCRIPTION  CGS
 LX6491  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6491  HISTORY     - 1982     GOOD             NGS
 LX6491
 LX6491                          STATION DESCRIPTION
 LX6491
 LX6491'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (HPR)
 LX6491'THIS IS THE FIRST CONGREGATIONAL CHURCH.  THE PART OF THE CHURCH
 LX6491'WHICH CARRIES THE SPIRE WAS FINISHED AND DEDICATED IN 1860.  IT
 LX6491'REPLACED THE STRUCTURE BUILT IN 1852 WHICH WAS BURNED DOWN IN
 LX6491'1859.  THE 1852 EDIFICE WAS PRECEDED BY THE FIRST MEETING HOUSE
 LX6491'OF THE CONGREGATION, BUILT IN 1719 AND TORN DOWN IN 1852.  ITS
 LX6491'SPIRE WAS LOCATED BY THE COAST SURVEY IN 1833.
 LX6491
 LX6491                          STATION RECOVERY (1933)
 LX6491
 LX6491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6491'THIS IS THE FIRST CONGREGATIONAL CHURCH OF WEST HAVEN.  IT IS
 LX6491'LOCATED ON THE GREEN IN THE CENTER OF THE BUSINESS DISTRICT OF
 LX6491'THE TOWN OF WEST HAVEN.  THE SPIRE AND FRONT OF THE CHURCH ARE
 LX6491'OF WOOD, PAINTED WHITE.  THE AUDITORIUM AT THE REAR IS OF
 LX6491'BRICK.  THE AXIS OF THE WEATHER VANE ON SPIRE IS THE CENTER OF
 LX6491'OBSERVATIONS.  THE SPIRE IS ABOUT 69.0 METERS S OF THE CENTER
 LX6491'LINE OF MAIN STREET AND 50.0 METERS W OF THE CENTER LINE OF
 LX6491'CAMPBELL AVENUE.  CENTER IS ABOUT 0.5 METER S OF N WALL OF
 LX6491'CHURCH.
 LX6491'
 LX6491'THE SPIRE IS ABOUT 130 FEET TALL.
 LX6491
 LX6491                          STATION RECOVERY (1982)
 LX6491
 LX6491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX6491'THE STATION, WEST HAVEN FIRST CONGREGATIONAL
 LX6491'CHURCH SPIRE WAS RECOVERED IN GOOD CONDITION.
 LX6491'
 LX6491'STATION WAS DESIGNATED WEST HAVEN CONGREGATIONAL
 LX6491'CHURCH IN 1876.  IT WAS REDESIGNATED WEST HAVEN
 LX6491'CONGREGATIONAL CHURCH SPIRE IN 1933.
 LX6491'THE STATION, WEST HAVEN FIRST CONGREGATIONAL
 LX6491'CHURCH SPIRE, IS THE AXIS OF THE WEATHER VANE ATOP
 LX6491'THE WHITE SPIRE.  IT IS 40 METERS (130 FT) IN HEIGHT.
 LX6491'
 LX6491'THE STATION IS LOCATED ABOUT 0.2 KM (0.1 MI) NORTH
 LX6491'OF CHURCH STREET, 0.2 KM (0.1 MI) EAST OF SAVIN
 LX6491'AVENUE, 69 METERS (226 FT) SOUTH OF MAIN STREET, 50
 LX6491'METERS (164 FT) WEST OF CAMPBELL AVENUE IN
 LX6491'DOWNTOWN WEST HAVEN.
 LX6491'OWNERSHIP--WEST HAVEN FIRST CONGREGATIONAL CHURCH,
 LX6491'WEST HAVEN CT 06516.
 LX6491'
 LX6491'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7626 ***********************************************************************
 LX7626  DESIGNATION -  WEST HAVEN SHINGLE HILL SPIPE
 LX7626  PID         -  LX7626
 LX7626  STATE/COUNTY-  CT/NEW HAVEN
 LX7626  USGS QUAD   -  NEW HAVEN (1984)
 LX7626
 LX7626                         *CURRENT SURVEY CONTROL
 LX7626  ___________________________________________________________________
 LX7626* NAD 83(1996)-  41 15 33.05544(N)    072 58 17.61911(W)     ADJUSTED  
 LX7626* NAVD 88     -                                                        
 LX7626  ___________________________________________________________________
 LX7626  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LX7626  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX7626
 LX7626  HORZ ORDER  -  THIRD
 LX7626
 LX7626.The horizontal coordinates were established by classical geodetic methods
 LX7626.and adjusted by the National Geodetic Survey in August 1998..
 LX7626
 LX7626
 LX7626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7626
 LX7626.The geoid height was determined by GEOID03.
 LX7626
 LX7626;                    North         East     Units Scale Factor Converg.
 LX7626;SPC CT       -   199,717.667   286,232.880   MT  0.99999455   -0 08 48.9
 LX7626;SPC CT       -   655,240.38    939,082.37   sFT  0.99999455   -0 08 48.9
 LX7626;UTM  18      - 4,569,513.500   669,929.515   MT  0.99995539   +1 20 16.8
 LX7626
 LX7626                          SUPERSEDED SURVEY CONTROL
 LX7626
 LX7626  NAD 83(1992)-  41 15 33.05445(N)    072 58 17.61879(W) AD(       ) 4
 LX7626  NAD 83(1986)-  41 15 33.05633(N)    072 58 17.62399(W) AD(       ) 4
 LX7626  NAD 83(1986)-  41 15 33.05589(N)    072 58 17.62508(W) AD(       ) 4
 LX7626
 LX7626.Superseded values are not recommended for survey control.
 LX7626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7626.See file dsdata.txt to determine how the superseded data were derived.
 LX7626
 LX7626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6993069513(NAD 83)
 LX7626_MARKER: 52 = STANDPIPE TANK
 LX7626
 LX7626  HISTORY     - Date     Condition        Report By
 LX7626  HISTORY     - 1982     FIRST OBSERVED   NGS
 LX7626
 LX7626                          STATION DESCRIPTION
 LX7626
 LX7626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7626'THE STATION, WEST HAVEN SHINGLE HILL STANDPIPE, IS
 LX7626'THE VENT ATOP THE DOME SHAPED ROOF OF THE DARK GREEN,
 LX7626'GREEN, 26 METERS (85 FT) HIGH STANDPIPE.
 LX7626'
 LX7626'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 LX7626'SOUTHWEST OF WEST HAVEN, 1.2 KM (0.75 MI) SOUTH
 LX7626'OF THE INTERSTATE 95 EXIT 42, 0.2 KM (0.1 MI)
 LX7626'SOUTHEAST OF SHINGLE HILL ROAD.  IT IS THE TALLEST
 LX7626'ONE OF TWO AT THE SITE.
 LX7626'OWNERSHIP--NEW HAVEN WATER COMPANY, NEW HAVEN CT 06516.
 LX7626'
 LX7626'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3781 ***********************************************************************
 LX3781  DESIGNATION -  WEST MARSH
 LX3781  PID         -  LX3781
 LX3781  STATE/COUNTY-  CT/FAIRFIELD
 LX3781  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3781
 LX3781                         *CURRENT SURVEY CONTROL
 LX3781  ___________________________________________________________________
 LX3781* NAD 83(1996)-  41 04 46.49242(N)    073 24 34.77263(W)     ADJUSTED  
 LX3781* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX3781  ___________________________________________________________________
 LX3781  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 LX3781  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX3781
 LX3781  HORZ ORDER  -  THIRD
 LX3781
 LX3781.The horizontal coordinates were established by classical geodetic methods
 LX3781.and adjusted by the National Geodetic Survey in August 1998..
 LX3781
 LX3781.The orthometric height was scaled from a topographic map.
 LX3781
 LX3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3781
 LX3781.The geoid height was determined by GEOID03.
 LX3781
 LX3781;                    North         East     Units Scale Factor Converg.
 LX3781;SPC CT       -   179,959.418   249,366.624   MT  1.00001435   -0 26 14.6
 LX3781;SPC CT       -   590,416.86    818,130.33   sFT  1.00001435   -0 26 14.6
 LX3781;UTM  18      - 4,548,809.857   633,591.481   MT  0.99981965   +1 02 42.6
 LX3781
 LX3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3781!SPC CT       -   1.00000447  x   1.00001435  =   1.00001882
 LX3781!UTM  18      -   1.00000447  x   0.99981965  =   0.99982412
 LX3781
 LX3781:                Primary Azimuth Mark                     Grid Az
 LX3781:SPC CT       -  CUMPO 2                                  053 47 31.0
 LX3781:UTM  18      -  CUMPO 2                                  052 18 33.8
 LX3781
 LX3781|---------------------------------------------------------------------|
 LX3781| PID    Reference Object                     Distance      Geod. Az  |
 LX3781|                                                           dddmmss.s |
 LX3781| LX3770 CUMPO 2                             APPROX. 6.3 KM 0532116.4 |
 LX3781| LX3785 GRASSY HAMMOCK BEACON               APPROX. 2.2 KM 0982511.8 |
 LX3781| LX3792 CHIMONS IS TWR AND WINDMILL         APPROX. 2.1 KM 1334538.9 |
 LX3781| LX3790 LONG BEACH BEACON                   APPROX. 0.8 KM 1545555.8 |
 LX3781|---------------------------------------------------------------------|
 LX3781
 LX3781                          SUPERSEDED SURVEY CONTROL
 LX3781
 LX3781  NAD 83(1992)-  41 04 46.49197(N)    073 24 34.77083(W) AD(       ) 3
 LX3781  NAD 83(1986)-  41 04 46.49325(N)    073 24 34.77369(W) AD(       ) 3
 LX3781  NAD 27      -  41 04 46.15000(N)    073 24 36.34000(W) AD(       ) 3
 LX3781
 LX3781.Superseded values are not recommended for survey control.
 LX3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3781.See file dsdata.txt to determine how the superseded data were derived.
 LX3781
 LX3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3359148810(NAD 83)
 LX3781
 LX3781  HISTORY     - Date     Condition        Report By
 LX3781  HISTORY     - 1882     MONUMENTED       CGS
 LX3781  HISTORY     - 1908     SEE DESCRIPTION  CGS
 LX3781  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX3781
 LX3781                          STATION DESCRIPTION
 LX3781
 LX3781'DESCRIBED BY COAST AND GEODETIC SURVEY 1908 (PMT)
 LX3781'ON THE SOUTHWESTERN SIDE OF NORWALK RIVER NEAR ITS MOUTH, ON
 LX3781'PROPERTY OF MR. KEYSER, ON A SAND RIDGE ABOUT 10 YARDS WIDE
 LX3781'EXTENDING N AND S, AND 3 FEET ABOVE SURROUNDING MARSH.  THE
 LX3781'UNDERGROUND MARK IS A PIECE OF GLAZED STONEWARE DRAIN PIPE, 2
 LX3781'FEET 2 INCHES LONG, IRREGULARLY BROKEN AT BOTTOM, FLANGE UP 3
 LX3781'FEET BELOW SURFACE OF GROUND.  PIPE IS 4 INCHES, FLANGE 5-1/2
 LX3781'INCHES INSIDE DIAMETERS.  PIPE WAS FILLED WITH CEMENT INTO
 LX3781'WHICH WAS THRUST A SMALL PINE STICK WITH TACK IN END TO MARK
 LX3781'CENTER.  ABOVE THIS WAS PLACED A PINE STAKE 4 BY 4
 LX3781'INCHES IN SIZE AND 3 FEET, 2 INCHES IN LENGTH.  IT RESTS ON THE
 LX3781'UNDERGROUND MARK, AND PROJECTS 1 INCH ABOVE THE SURFACE.  COPPER
 LX3781'TACK IN HEAD OF STAKE MARKS STATION.  REFERENCE MARKS ARE CROSSES
 LX3781'CUT ON ROCKS AS FOLLOWS--S 10 DEG E FROM THE STATION IS A
 LX3781'LARGE DARK COLORED ROCK TAPERING TOWARD THE TOP, STANDING
 LX3781'IN EDGE OF MARSH AND ABOUT 1-1/2 FEET ABOVE IT.  IN TOP OF THIS
 LX3781'ROCK WAS CUT A CROSS ABOUT 4 INCHES ACROSS WITH SMALL HOLE
 LX3781'DRILLED AT ITS CENTER.  HOLE IN CROSS IS 92.7 FEET FROM
 LX3781'STATION.  E 41 DEG S FROM THE STATION IN A WHITE STONE STANDING
 LX3781'ABOUT 1-1/2 FEET ABOVE SURFACE IN EDGE OF MARSH.  STONE TAPERS
 LX3781'TOWARD TOP AND IS LONG AND NARROW.  CROSS WAS CUT IN END OF
 LX3781'STONE NEARER STATION AND SMALL HOLE DRILLED IN CENTER THEREOF.
 LX3781'HOLE IS DISTANT FROM STATION 55.2 FEET.  TO NORTHWARD OF
 LX3781'STATION ABOUT 60 YARDS IS A STONE FENCE.  IN THIS FENCE IS A
 LX3781'LARGE DARK STONE WITH CROSS CUT IN IT SIMILAR TO THOSE
 LX3781'DESCRIBED ABOVE.  CROSS IS 187.2 FEET FROM STATION ON
 LX3781'COMPASS BEARING N 19 DEG E.  IT IS ABOUT 3 FEET TO WESTWARD
 LX3781'OF A RIGHT ANGLE LINE FROM SIGNAL TO STONE FENCE.  N, E, S, AND
 LX3781'W FROM STATION WERE BURIED 4 LAGER BEER BOTTLES, MOUTH OF EACH
 LX3781'BOTTLE 6 FEET THEREFROM.  LINE CONNECTING ALTERNATE BOTTLES
 LX3781'INTERSECT AT THE STATION.  MARKS BLOWN IN THE BOTTLES ARE AS
 LX3781'FOLLOWS--N BOTTLE, THIS BOTTLE NOT TO BE SOLD.  E BOTTLE, THIS
 LX3781'BOTTLE NOT TO BE SOLD, ALSO JOHN POLAND, BRIDGEPORT, CONN..  S
 LX3781'BOTTLE, JOHN POLAND, BRIDGEPORT, CONN., AND ON BOTTOM MADE BY
 LX3781'DEAN FOSTER AND CO., BOSTON.  W BOTTLE, THIS BOTTLE MUST BE
 LX3781'RETURNED AND JOHN POLAND, BRIDGEPORT, CONN., AND ON BOTTOM
 LX3781'CARL HUTTER, NEW YORK.  FOUR PINE STAKES WERE DRIVEN INTO THE
 LX3781'MARSH UNTIL THEIR HEADS WERE 4 INCHES ABOVE THE SURFACE, IN HEAD OF
 LX3781'EACH STAKE IS A COPPER TACK, 6 FEET FROM STATION.  STAKES ARE NE,
 LX3781'SE, SW, AND NW FROM STATION.  LINES CONNECTING ALTERNATE STAKES
 LX3781'INTERSECT AT STATION.  IN 1904 THE GLAZED STONEWARE PIPE WITH
 LX3781'CEMENT AND TACK WAS FOUND IN GOOD CONDITION, ALSO THE REFERENCE
 LX3781'ROCKS WITH CROSSES.  STATION EASILY FOUND FROM THE
 LX3781'REFERENCE CROSSES--92.7 FEET FROM STATION, IN AZIMUTH, AND 55.2
 LX3781'FEET FROM STATION, IN AZIMUTH.
 LX3781'
 LX3781'IN 1908 THE STATION WAS RECOVERED AND DESCRIBED BY P.M. TRUEBLOOD.
 LX3781'
 LX3781'(P.M. TRUEBLOODS DESCRIPTION NOT YET LOCATED.)
 LX3781
 LX3781                          STATION RECOVERY (1934)
 LX3781
 LX3781'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3781'THIS LOCALITY HAS BEEN FILLED IN CONSIDERABLY, AND THE SHORELINE
 LX3781'CHANGED.  THE 2 WITNESS MARKS AT THE EDGE OF THE MARSH HAVE BEEN
 LX3781'COVERED UP.  THE THIRD WITNESS MARK IN THE STONE WALL HAS BEEN
 LX3781'REMOVED, AND THE WALL REBUILT.  AN INVERSE COMPUTATION WAS MADE
 LX3781'FROM MARSH, 1932, AND A HOLE DUG DOWN TO WATER, ABOUT 4-1/2 FEET
 LX3781'DEEP.  THIS HOLE WAS ENLARGED ABOUT 3 FEET IN ALL DIRECTIONS,
 LX3781'BUT NO MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7162 ***********************************************************************
 LX7162  DESIGNATION -  WEST PEAK
 LX7162  PID         -  LX7162
 LX7162  STATE/COUNTY-  CT/NEW HAVEN
 LX7162  USGS QUAD   -  MERIDEN (1992)
 LX7162
 LX7162                         *CURRENT SURVEY CONTROL
 LX7162  ___________________________________________________________________
 LX7162* NAD 83(1996)-  41 33 44.07607(N)    072 50 38.73278(W)     ADJUSTED  
 LX7162* NAVD 88     -       311.0    (meters)    1020.     (feet)  VERTCON   
 LX7162  ___________________________________________________________________
 LX7162  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX7162  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 LX7162
 LX7162  HORZ ORDER  -  FIRST
 LX7162
 LX7162.The horizontal coordinates were established by classical geodetic methods
 LX7162.and adjusted by the National Geodetic Survey in August 1998..
 LX7162
 LX7162.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7162
 LX7162.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7162
 LX7162.The geoid height was determined by GEOID03.
 LX7162
 LX7162;                    North         East     Units Scale Factor Converg.
 LX7162;SPC CT       -   233,356.233   296,951.911   MT  0.99998326   -0 03 44.6
 LX7162;SPC CT       -   765,602.91    974,249.73   sFT  0.99998326   -0 03 44.6
 LX7162;UTM  18      - 4,603,418.880   679,770.779   MT  0.99999772   +1 25 50.5
 LX7162
 LX7162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7162!SPC CT       -   0.99995582  x   0.99998326  =   0.99993908
 LX7162!UTM  18      -   0.99995582  x   0.99999772  =   0.99995354
 LX7162
 LX7162|---------------------------------------------------------------------|
 LX7162| PID    Reference Object                     Distance      Geod. Az  |
 LX7162|                                                           dddmmss.s |
 LX7162| CZ8084 WEST PEAK RM 1 RESET                 15.812 METERS 04608     |
 LX7162| LX7037 SCHOOLHOUSE HILL RESET              APPROX.17.3 KM 0514339.2 |
 LX7162| LX6988 BERLIN CONG CH SPIRE                APPROX.10.3 KM 0515833.7 |
 LX7162| CZ8083 WEST PEAK RM 1                       19.843 METERS 06905     |
 LX7162| CZ5005 2123                                               1620615.7 |
 LX7162| LX6378 WALLINGFORD SANITARIUM TANK         APPROX.10.0 KM 1872128.3 |
 LX7162| CZ8085 WEST PEAK RM 2                       20.015 METERS 20902     |
 LX7162| CZ8086 WEST PEAK RM 3                       27.057 METERS 33703     |
 LX7162|---------------------------------------------------------------------|
 LX7162
 LX7162                          SUPERSEDED SURVEY CONTROL
 LX7162
 LX7162  NAD 83(1992)-  41 33 44.07522(N)    072 50 38.73274(W) AD(       ) 1
 LX7162  NAD 83(1986)-  41 33 44.07752(N)    072 50 38.73496(W) AD(       ) 1
 LX7162  NAD 27      -  41 33 43.72200(N)    072 50 40.37800(W) AD(       ) 1
 LX7162  NGVD 29 (07/19/86)  311.3    (m)         1021.     (f) VERT ANG       
 LX7162
 LX7162.Superseded values are not recommended for survey control.
 LX7162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7162.See file dsdata.txt to determine how the superseded data were derived.
 LX7162
 LX7162_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7977103419(NAD 83)
 LX7162_MARKER: DD = SURVEY DISK
 LX7162_SETTING: 66 = SET IN ROCK OUTCROP
 LX7162
 LX7162  HISTORY     - Date     Condition        Report By
 LX7162  HISTORY     - 1938     MONUMENTED       CTGS
 LX7162  HISTORY     - 1943     GOOD             CGS
 LX7162  HISTORY     - 1973     GOOD             NGS
 LX7162  HISTORY     - 1981     GOOD             NGS
 LX7162
 LX7162                          STATION DESCRIPTION
 LX7162
 LX7162'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX7162'STATION IS A BRONZE DISK, STAMPED WEST PEAK-1938, SET IN A DRILL
 LX7162'HOLE IN OUTCROPPING BEDROCK OR LEDGE WHICH COVERS LARGE PORTION
 LX7162'OF THE SUMMIT OF WEST PEAK, THE HIGHEST AND MOST WESTERLY OF
 LX7162'THE HANGING HILLS OF MERIDEN.  AT THE STATION POINT 6 INCHES
 LX7162'OF TURF COVERS THE LEDGE AND STATION MARK.  THIS POINT IS
 LX7162'IN A SMALL CLEARING BEHIND THE OLD DANAHER HOMESTEAD.  THE
 LX7162'STATION IS 58 FEET SW OF THE SW CORNER OF SAID HOUSE, 180 FEET
 LX7162'W OF THE ROADWAY, 170 FEET SE OF RADIO HOUSE, AND 27 FEET
 LX7162'SE OF SMALL SHED.  A STONE OBSERVATION TOWER, THE CENTER OF
 LX7162'WHICH IS DIRECTLY OVER THE STATION, HAS BEEN BUILT.
 LX7162'
 LX7162'REFERENCE MARK NO.1 IS A BRONZE DISK, STAMPED WEST PEAK-NO.1
 LX7162'1938, SET IN A DRILL HOLE OF A CORNER STONE (1 FOOT SQUARE)
 LX7162'OF SMALL WALL JUST S OF THE DANAHER HOUSE, 20 FEET SE OF THE
 LX7162'SW CORNER OF THE SAID HOUSE, AND 65.10 FEET ENE OF STATION.
 LX7162'
 LX7162'REFERENCE MARK NO.2 IS A BRONZE DISK, STAMPED WEST PEAK
 LX7162'NO.2-1938, SET IN DRILL HOLE ON SW EDGE OF SAME LEDGE THAT
 LX7162'STATION MARK IS ON.  110 FEET SW OF HOUSE AND 65.38 FEET
 LX7162'SSW OF STATION.
 LX7162'
 LX7162'REFERENCE MARK NO.3 IS A BRONZE DISK, STAMPED WEST PEAK-NO.3
 LX7162'1938, SET IN A SMALL OUTCROP 55 FEET WNW OF NW CORNER OF THE
 LX7162'DANAHER HOUSE AND 88.73 FEET SSW OF STATION.
 LX7162'
 LX7162'TO REACH FROM MERIDEN, TAKE ROUTE 14 W FOR 2 MILES TO HUBBARD
 LX7162'PARK AND FOLLOW SIGNS THROUGH PARK TO THE SUMMIT OF WEST PEAK.
 LX7162'
 LX7162'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX7162
 LX7162                          STATION RECOVERY (1943)
 LX7162
 LX7162'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 LX7162'THIS STATION IS ONE ESTABLISHED BY THE CONNECTICUT GEODETIC
 LX7162'SURVEY.  THE STATION AND REFERENCE MARKS 2 AND 3 WERE FOUND
 LX7162'IN GOOD CONDITION.  REFERENCE MARK 1 HAD BEEN DESTROYED AND
 LX7162'WAS RESET BY THIS PARTY.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 LX7162'
 LX7162'STATION IS SET IN BEDROCK WHICH IS COVERED BY 6 INCHES OF
 LX7162'TURF ON THE SUMMIT OF WEST PEAK (THE HIGHEST AND MOST W OF THE
 LX7162'HANGING HILLS OF MERIDEN) IN HUBBARD PARK.  IT IS IN A SMALL
 LX7162'CLEARING BEHIND THE OLD DANAHER HOMESTEAD, 58 FEET SE OF
 LX7162'THE SE CORNER OF THE HOUSE, AND 180 FEET W OF THE PARK
 LX7162'ROAD.  IT IS STAMPED WEST PEAK 1938.
 LX7162'
 LX7162'A LOOKOUT TOWER, A 4-LEGGED STEEL STRUCTURE WITH A GLASS
 LX7162'ENCLOSED CAB AND ABOUT 50 FEET HIGH, HAS BEEN BUILT DIRECTLY
 LX7162'OVER THE STATION.
 LX7162'
 LX7162'REFERENCE MARK 1 IS 51.86 FEET N OF THE STATION, SET FLUSH
 LX7162'IN OUTCROPPING BEDROCK 7 FEET S OF THE SE CORNER OF THE HOUSE.  IT
 LX7162'IS STAMPED WEST PEAK NO 1 1943.
 LX7162'
 LX7162'REFERENCE MARK 2 IS 65.38 FEET SSW OF THE STATION, SET
 LX7162'FLUSH IN OUTCROPPING BEDROCK, AND IS STAMPED WEST PEAK
 LX7162'NO. 2 1938.
 LX7162'
 LX7162'REFERENCE MARK 3 IS 88.73 FEET WSW OF THE STATION, SET FLUSH
 LX7162'IN BEDROCK, AND STAMPED WEST PEAK NO 3 1938.  IT IS 70 FEET
 LX7162'SW OF THE SW CORNER OF THE HOUSE.
 LX7162'
 LX7162'TO REACH THE STATION FROM MERIDEN, GO W ON U.S. HIGHWAY
 LX7162'6A FOR 2.0 MILES TO THE ENTRANCE TO HUBBARD PARK ON THE
 LX7162'RIGHT.  TURN RIGHT INTO PARK AND FOLLOW MARKED MACADAM ROAD
 LX7162'2.0 MILES TO TOP OF WEST PEAK, THE LOOKOUT TOWER ON THE RIGHT,
 LX7162'AND THE STATION.
 LX7162'
 LX7162'OBSERVATIONS WERE MADE FROM AN ECCENTRIC SET-UP.
 LX7162'
 LX7162'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT HOFMAN 1935.
 LX7162'
 LX7162'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT HIGBY (CONN.GEOD.S.).
 LX7162'
 LX7162'A 37-FOOT TOWER WILL SEE A 50-FOOT LIGHT AT MCAULIFFE 1934.
 LX7162'
 LX7162'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT 15 XL (CONN.GEOD.S.).
 LX7162
 LX7162                          STATION RECOVERY (1973)
 LX7162
 LX7162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LAL)
 LX7162'NO MEASUREMENT BETWEEN THE RMS DUE TO BRUSH AND TREES ON LINE.
 LX7162'
 LX7162'NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 LX7162'
 LX7162'THE STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED
 LX7162'AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1, WHICH WAS
 LX7162'ESTABLISHED IN 1943 WAS RECOVERED AND FOUND IN GOOD
 LX7162'CONDITION.  THE DISTANCE TO REFERENCE MARKS 1, 2 AND 3
 LX7162'WERE FOUND IN ERROR BY 0.073, 0.087 AND 0.070 METERS
 LX7162'LONGER RESPECTIVELY.  THE HORIZONTAL DIRECTIONS DID NOT CHECK
 LX7162'THE 1938 DATA.  NO HORIZONTAL DIRECTIONS WERE TAKEN IN 1943
 LX7162'BY G.W.L..  DUE TO THE ABOVE DISCREPANCIES, A NEW AND
 LX7162'COMPLETE DESCRIPTION FOLLOWS.
 LX7162'
 LX7162'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF HARTFORD,
 LX7162'11 MILES EAST OF WATERBURY, ON THE SUMMIT OF WEST PEAK AND ON
 LX7162'LAND OWNED BY THE CITY OF MERIDEN.  PERMISSION WAS GRANTED BY
 LX7162'MR. BRUCE MARKS, DIRECTOR OF PUBLIC WORKS, ROOM 19, CITY
 LX7162'HALL, MERIDEN, CONNECTICUT, TELEPHONE NUMBER 238-2611.
 LX7162'
 LX7162'TO REACH THE STATION FROM THE JUNCTION OF WEST MAIN STREET
 LX7162'(STATE HIGHWAY 71) AND COOK AVENUE IN MERIDEN, GO WESTERLY
 LX7162'ON WEST MAIN STREET FOR 0.55 MILE TO WHERE STATE HIGHWAY 71
 LX7162'TURNS RIGHT, CONTINUE WESTERLY ON WEST MAIN STREET FOR 1.2
 LX7162'MILES TO A TRAFFIC LIGHT, CONTINUE AHEAD FOR 0.1 MILE TO THE
 LX7162'ENTRANCE TO HUBBARD PARK.  TURN RIGHT AND GO NORTHERLY ON A
 LX7162'PAVED ROAD FOR 0.15 MILE, IN HUBBARD PARK, TO A Y-INTERSECTION,
 LX7162'KEEP TO THE RIGHT ON THE PAVED ROAD AND GO 0.15 MILE TO A
 LX7162'CROSSROAD INTERSECTION, CONTINUE AHEAD PASSING A SWIMMING
 LX7162'POOL AND GO 0.1 MILE TO A T-ROAD JUNCTION.  TURN LEFT AND GO
 LX7162'NORTHERLY ON THE PAVED ROAD, PASSING UNDER STATE HIGHWAY 66
 LX7162'FOR 1.5 MILES TO A Y-INTERSECTION.  TAKE THE LEFT FORK AND
 LX7162'GO NORTHERLY ON THE PAVED ROAD FOR 1.4 MILES TO A
 LX7162'Y-INTERSECTION.  TAKE THE RIGHT FORK AND CONTINUE UPHILL
 LX7162'FOR 0.4 MILE TO A ROCKY ROAD ON THE RIGHT.  TURN RIGHT AND
 LX7162'GO NORTH-EASTERLY ON THE ROCKY ROAD FOR 0.05 MILE TO THE
 LX7162'STATION ON THE LEFT.
 LX7162'
 LX7162'STATION MARK, A STANDARD DISK STAMPED WEST PEAK 1938,
 LX7162'IS CEMENTED IN A DRILL HOLE IN BEDROCK AND IS 3 INCHES
 LX7162'BELOW THE GROUND SURFACE.  IT IS 4 FEET NORTHWEST OF AN OLD
 LX7162'CONCRETE STEP, AND 8 FEET SOUTHEAST OF AN OLD CONCRETE
 LX7162'FOUNDATION FOR A LOOKOUT TOWER (WHICH IS DOWN).
 LX7162'
 LX7162'REFERENCE MARK 1, A STANDARD DISK STAMPED WEST PEAK NO 1
 LX7162'1943, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 LX7162'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 LX7162'SOUTHWEST OF AN OLD ROCK CHIMNEY AND 21 FEET SOUTH OF A
 LX7162'16-INCH TWIN TRUNK TREE.
 LX7162'
 LX7162'REFERENCE MARK 2, A STANDARD DISK STAMPED WEST PEAK NO 2
 LX7162'1938, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LX7162'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 9 FEET
 LX7162'NORTHEAST OF AN 8-INCH OAK TREE AND 6 FEET SOUTH OF A 6-INCH OAK
 LX7162'TREE.
 LX7162'
 LX7162'REFERENCE MARK 3, A STANDARD DISK STAMPED WEST PEAK NO 3
 LX7162'1938, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LX7162'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25 FEET EAST OF
 LX7162'THE TRACK ROAD AND 13 FEET NORTH-NORTHEAST OF A 10-INCH
 LX7162'OAK TREE.
 LX7162'
 LX7162'HEIGHT OF LIGHT ABOVE STATION MARK 64.3 FEET.
 LX7162'
 LX7162'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX7162'NORTHWEST PART OF MERIDEN.
 LX7162
 LX7162                          STATION RECOVERY (1981)
 LX7162
 LX7162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7162'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 LX7162'CONDITION.  REFERENCE MARK 2 APPARENTLY HAS BEEN DESTROYED BY
 LX7162'CONSTRUCTION, REFERENCE MARK 3 IS A STANDARD NGS AZIMUTH MARK
 LX7162'DISK.  A LONGER DISTANCE OF 0.025 METER WAS RECORDED TO REFERENCE
 LX7162'MARK 3 AND 0.011 METER LONGER DISTANCE TO REFERENCE MARK 1.
 LX7162'THESE CONPARISONS FROM THE 1938 DATA. AN ADEQUATE ANGLE CHECK WAS
 LX7162'MADE BETWEEN THE REFERENCE MARKS.
 LX7162'THE STATION IS LOCATED ABOUT 19.2 KM (12 MI) EAST-NORTHEAST OF
 LX7162'WATERBURY, 6.4 KM (4 MI) SOUTHEAST OF SOUTHINGTON AND 2.4 KM (1.5
 LX7162'MI) WEST-NORTHWEST OF MERIDEN.
 LX7162'OWNERSHIP--MR VAN DECORPO, 76 HURDS HILL ROAD, WOODBURY CT 06798.
 LX7162'
 LX7162'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84
 LX7162'AND STATE HIGHWAY 66 (EXIT 27), ABOUT 11.2 KM (7 MI) EAST OF
 LX7162'WATERBURY.  PROCEED EAST ON HIGHWAY 66 FOR 5.4 KM (3.4 MI) TO AN
 LX7162'OVERPASS AND THE JUNCTION OF HIGHWAY 66 BYPASS OF MERIDEN AND
 LX7162'OLD HIGHWAY 66.  CONTINUE STRAIGHT AHEAD ON OLD HIGHWAY 66 FOR
 LX7162'1.1 KM (0.7 MI) TO HUBBARD PARK ENTRANCE ON THE LEFT.  TURN LEFT,
 LX7162'PROCEED FOR 0.24 KM (0.15 MI) TO A Y-INTERSECTION, KEEP RIGHT,
 LX7162'PROCEED ON PAVED ROAD FOR 0.2 KM (0.15 MI) TO A CROSS STREET,
 LX7162'PROCEED AHEAD FOR 0.16 KM (0.1 MI) TO A T-JUNCTION.  TURN LEFT
 LX7162'PASSING UNDER HIGHWAY 66 ON PAVED ROAD FOR 2.4 KM (1.5 MI) TO A
 LX7162'Y-JUNCTION, PROCEED LEFT, CROSSING NARROW BRIDGE FOR 2.24 KM (1.4
 LX7162'MI) TO A Y-JUNCTION, PROCEED RIGHT UPHILL FOR 0.64 KM (0.4 MI) TO
 LX7162'ROCKY ROAD RIGHT.  TURN RIGHT, PROCEED NORTH AND WEST FOR 0.08 KM
 LX7162'(0.05 MI) TO STATION, NEAR LOOK OUT TOWER FOUNDATION.
 LX7162'
 LX7162'THE STATION IS A STANDARD NGS DISK
 LX7162'STAMPED---WEST PEAK 1938---,
 LX7162'SET IN A ROCK OUTCROP ABOUT ONE METER BELOW THE GROUND.
 LX7162'IT IS LOCATED
 LX7162'18.05 METERS (59.22 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER
 LX7162'OF A BLOCK BUILDING AND
 LX7162'1.22 METERS (4.0 FT) NORTHWEST FROM CONCRETE STEPS OF AN OLD LOOK
 LX7162'OUT TOWER FOUNDATION.
 LX7162'
 LX7162'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7162'STAMPED---WEST PEAK NO 1 1943---,
 LX7162'SET IN A ROCK OUTCROP
 LX7162'FLUSH WITH GROUND.  IT IS LOCATED
 LX7162'15.1 METERS (49.54 FT) EAST-NORTHEAST FROM THE CONCRETE STEPS AND
 LX7162'6.03 METERS (19.8 FT) SOUTH FROM A TWIN TRUNK OAK TREE.
 LX7162'MARK IS LEVEL WITH STATION.
 LX7162'
 LX7162'REFERENCE MARK NUMBER 3 IS A STANDARD NGS AZIMUTH MARK DISK
 LX7162'STAMPED---WEST PEAK NO 3 1938---,
 LX7162'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7162'11.34 METERS (37.2 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 LX7162'BLOCK BUILDING.
 LX7162'7.0 METERS (22.97 FT) SOUTHEAST FROM A TRACK ROAD AND
 LX7162'MARK IS LEVEL WITH STATION.
 LX7162'
 LX7162'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES ON LINE.
 LX7162'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 19.6 METERS.
 LX7162'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7163 ***********************************************************************
 LX7163  DESIGNATION -  WEST PEAK THE TOWER
 LX7163  PID         -  LX7163
 LX7163  STATE/COUNTY-  CT/NEW HAVEN
 LX7163  USGS QUAD   -  MERIDEN (1992)
 LX7163
 LX7163                         *CURRENT SURVEY CONTROL
 LX7163  ___________________________________________________________________
 LX7163* NAD 83(1996)-  41 33 23.81790(N)    072 50 07.85563(W)     ADJUSTED  
 LX7163* NAVD 88     -                                                        
 LX7163  ___________________________________________________________________
 LX7163  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 LX7163  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX7163
 LX7163  HORZ ORDER  -  THIRD
 LX7163
 LX7163.The horizontal coordinates were established by classical geodetic methods
 LX7163.and adjusted by the National Geodetic Survey in August 1998..
 LX7163
 LX7163
 LX7163.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7163
 LX7163.The geoid height was determined by GEOID03.
 LX7163
 LX7163;                    North         East     Units Scale Factor Converg.
 LX7163;SPC CT       -   232,730.509   297,666.740   MT  0.99998322   -0 03 24.1
 LX7163;SPC CT       -   763,550.01    976,594.96   sFT  0.99998322   -0 03 24.1
 LX7163;UTM  18      - 4,602,811.983   680,501.680   MT  1.00000096   +1 26 10.4
 LX7163
 LX7163                          SUPERSEDED SURVEY CONTROL
 LX7163
 LX7163  NAD 83(1992)-  41 33 23.81714(N)    072 50 07.85595(W) AD(       ) 4
 LX7163  NAD 83(1986)-  41 33 23.81956(N)    072 50 07.85725(W) AD(       ) 4
 LX7163  NAD 27      -  41 33 23.46000(N)    072 50 09.49000(W) AD(       ) 3
 LX7163
 LX7163.Superseded values are not recommended for survey control.
 LX7163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7163.See file dsdata.txt to determine how the superseded data were derived.
 LX7163
 LX7163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8050202812(NAD 83)
 LX7163
 LX7163  HISTORY     - Date     Condition        Report By
 LX7163  HISTORY     - 1935     MONUMENTED       CGS
 LX7163
 LX7163                          STATION DESCRIPTION
 LX7163
 LX7163'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7163'THE TOWER ON WEST PEAK, KNOWN LOCALLY AS THE HANGING HILLS OF
 LX7163'MERIDEN, IS A STONE CIRCULAR STRUCTURE WITH EIGHT SQUARE POINTS
 LX7163'AT THE TOP THAT ARE CONNECTED BY STEEL FENCE RAILINGS.  THE TOPS
 LX7163'OF THE POINTS ARE ABOUT THREE FEET SQUARE AND ARE COVERED WITH
 LX7163'SHARP SMALL STONES.  THERE IS A METAL STAIRWAY THAT LEADS TO THE
 LX7163'TOP OF THE TOWER WHICH HAS A STEEL GRATE FLOOR.  THE TOWER WAS
 LX7163'BUILT ABOUT 1900.
 LX7163'
 LX7163'THE TOP OF THE MOUNTAIN IS ABOUT 1000 FEET ABOVE SEA LEVEL.  THE
 LX7163'TOWER IS ON THE S FACE OF THE CLIFF.
 LX7163'
 LX7163'THE STATION IS THE CENTER LINE OF THE TOWER.  HEIGHT ABOVE GROUND
 LX7163'ABOUT 50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6183 ***********************************************************************
 LX6183  DESIGNATION -  WEST ROCK
 LX6183  PID         -  LX6183
 LX6183  STATE/COUNTY-  CT/MIDDLESEX
 LX6183  USGS QUAD   -  CLINTON (1984)
 LX6183
 LX6183                         *CURRENT SURVEY CONTROL
 LX6183  ___________________________________________________________________
 LX6183* NAD 83(1996)-  41 15 12.62628(N)    072 32 00.16714(W)     ADJUSTED  
 LX6183* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6183  ___________________________________________________________________
 LX6183  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 LX6183  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX6183
 LX6183  HORZ ORDER  -  SECOND
 LX6183
 LX6183.The horizontal coordinates were established by classical geodetic methods
 LX6183.and adjusted by the National Geodetic Survey in August 1998..
 LX6183
 LX6183.The orthometric height was scaled from a topographic map.
 LX6183
 LX6183.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6183
 LX6183.The geoid height was determined by GEOID03.
 LX6183
 LX6183;                    North         East     Units Scale Factor Converg.
 LX6183;SPC CT       -   199,086.389   322,955.875   MT  0.99999503   +0 08 37.1
 LX6183;SPC CT       -   653,169.26  1,059,564.40   sFT  0.99999503   +0 08 37.1
 LX6183;SPC NY L     -   121,722.371   422,917.042   MT  1.00001964   +0 57 33.4
 LX6183;SPC NY L     -   399,350.81  1,387,520.33   sFT  1.00001964   +0 57 33.4
 LX6183;UTM  18      - 4,569,833.598   706,658.119   MT  1.00012563   +1 37 37.4
 LX6183
 LX6183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6183!SPC CT       -   1.00000481  x   0.99999503  =   0.99999984
 LX6183!SPC NY L     -   1.00000481  x   1.00001964  =   1.00002445
 LX6183!UTM  18      -   1.00000481  x   1.00012563  =   1.00013044
 LX6183
 LX6183:                Primary Azimuth Mark                     Grid Az
 LX6183:SPC CT       -  WALLERS WINDMILL                         000 00 00.0
 LX6183:SPC NY L     -  WALLERS WINDMILL                         359 11 03.7
 LX6183:UTM  18      -  WALLERS WINDMILL                         358 30 59.7
 LX6183
 LX6183|---------------------------------------------------------------------|
 LX6183| PID    Reference Object                     Distance      Geod. Az  |
 LX6183|                                                           dddmmss.s |
 LX6183| LX6184 WALLERS WINDMILL                    APPROX. 2.2 KM 0000837.1 |
 LX6183| LX6185 PONDS STACK                         APPROX. 3.0 KM 0040034.4 |
 LX6183| LX6186 POND TANK                           APPROX. 3.0 KM 0041534.5 |
 LX6183| LX6182 COUNTRY CLUB FLAGPOLE               APPROX. 2.0 KM 0195327.7 |
 LX6183| LX6189 MATTHEWSONS FLAGSTAFF               APPROX. 1.4 KM 0685753.7 |
 LX6183| LX6333 HAMMONASSET 3                       APPROX. 1.0 KM 2401931.2 |
 LX6183| LX6188 MEIGS SILO                          APPROX. 2.8 KM 3273215.3 |
 LX6183|---------------------------------------------------------------------|
 LX6183
 LX6183                          SUPERSEDED SURVEY CONTROL
 LX6183
 LX6183  NAD 83(1992)-  41 15 12.62536(N)    072 32 00.16692(W) AD(       ) 2
 LX6183  NAD 83(1986)-  41 15 12.62756(N)    072 32 00.17015(W) AD(       ) 2
 LX6183  NAD 27      -  41 15 12.27200(N)    072 32 01.84400(W) AD(       ) 2
 LX6183
 LX6183.Superseded values are not recommended for survey control.
 LX6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6183.See file dsdata.txt to determine how the superseded data were derived.
 LX6183
 LX6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0665869834(NAD 83)
 LX6183
 LX6183  HISTORY     - Date     Condition        Report By
 LX6183  HISTORY     - 1882     MONUMENTED       CGS
 LX6183  HISTORY     - 1913     SEE DESCRIPTION  CGS
 LX6183  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX6183  HISTORY     - 1960     SEE DESCRIPTION  CGS
 LX6183
 LX6183                          STATION DESCRIPTION
 LX6183
 LX6183'DESCRIBED BY COAST AND GEODETIC SURVEY 1913 (NHH)
 LX6183'A LARGE ROCK IN CLINTON HARBOR, SOMETIMES CALLED KILLINGTON
 LX6183'HARBOR.  THIS ROCK IS THE INITIAL POINT OF THE MERIDIANAL PART
 LX6183'OF THE TOWN BOUNDARY BETWEEN MADISON AND CLINTON.  THE ROCK
 LX6183'IS NEAR HAMMONASSET POINT.  A LITTLE N AND W OF THE CENTER OF
 LX6183'THE ROCK IS AN ELONGATED BOWL-SHAPED DEPRESSION CAPABLE OF
 LX6183'HOLDING ABOUT A QUART.  A HOLE WAS DRILLED IN THE BOTTOM OF THAT
 LX6183'CAVITY.  IN 1911 AND AGAIN IN 1913 THE STATION WAS RECOVERED
 LX6183'IN GOOD CONDITION.
 LX6183
 LX6183                          STATION RECOVERY (1934)
 LX6183
 LX6183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6183'STATION WAS RECOVERED AS DESCRIBED AND RE-MARKED WITH A
 LX6183'STANDARD DISK SET IN THE OLD DRILL HOLE AT THE BOTTOM OF THE
 LX6183'DEPRESSION.
 LX6183
 LX6183                          STATION RECOVERY (1960)
 LX6183
 LX6183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX6183'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  PREVIOUS
 LX6183'DESCRIPTIONS BY N.H.H. IN 1913 AND G.C.M. IN 1934 ARE
 LX6183'COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6484 ***********************************************************************
 LX6484  DESIGNATION -  WEST ROCK 3
 LX6484  PID         -  LX6484
 LX6484  STATE/COUNTY-  CT/NEW HAVEN
 LX6484  USGS QUAD   -  NEW HAVEN (1984)
 LX6484
 LX6484                         *CURRENT SURVEY CONTROL
 LX6484  ___________________________________________________________________
 LX6484* NAD 83(1996)-  41 19 56.09708(N)    072 57 40.19037(W)     ADJUSTED  
 LX6484* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 LX6484  ___________________________________________________________________
 LX6484  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 LX6484  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LX6484
 LX6484  HORZ ORDER  -  SECOND
 LX6484
 LX6484.The horizontal coordinates were established by classical geodetic methods
 LX6484.and adjusted by the National Geodetic Survey in August 1998..
 LX6484
 LX6484.The orthometric height was scaled from a topographic map.
 LX6484
 LX6484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6484
 LX6484.The geoid height was determined by GEOID03.
 LX6484
 LX6484;                    North         East     Units Scale Factor Converg.
 LX6484;SPC CT       -   207,830.201   287,124.010   MT  0.99998929   -0 08 24.1
 LX6484;SPC CT       -   681,856.25    942,006.02   sFT  0.99998929   -0 08 24.1
 LX6484;SPC NY L     -   129,954.281   386,962.879   MT  1.00003026   +0 40 46.1
 LX6484;SPC NY L     -   426,358.34  1,269,560.71   sFT  1.00003026   +0 40 46.1
 LX6484;UTM  18      - 4,577,646.130   670,609.959   MT  0.99995823   +1 20 48.6
 LX6484
 LX6484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6484!SPC CT       -   0.99998556  x   0.99998929  =   0.99997485
 LX6484!SPC NY L     -   0.99998556  x   1.00003026  =   1.00001582
 LX6484!UTM  18      -   0.99998556  x   0.99995823  =   0.99994379
 LX6484
 LX6484:                Primary Azimuth Mark                     Grid Az
 LX6484:SPC CT       -  NY NH H RR CULVER RD TANK                072 18 16.6
 LX6484:SPC NY L     -  NY NH H RR CULVER RD TANK                071 29 06.4
 LX6484:UTM  18      -  NY NH H RR CULVER RD TANK                070 49 03.9
 LX6484
 LX6484|---------------------------------------------------------------------|
 LX6484| PID    Reference Object                     Distance      Geod. Az  |
 LX6484|                                                           dddmmss.s |
 LX6484| LX6447 NY NH H RR CULVER RD TANK           APPROX. 8.6 KM 0720952.5 |
 LX6484| LX6446 MONTOWESE BAP CHURCH SPIRE          APPROX. 8.5 KM 0773034.3 |
 LX6484| LX6511 NEW HAVEN DAIRY TANK                APPROX. 2.3 KM 0955349.5 |
 LX6484| LX6508 YALE DIVINITY SCHOOL TOWER          APPROX. 3.5 KM 1062821.6 |
 LX6484| CZ8088 WEST ROCK 3 RM                        7.760 METERS 10944     |
 LX6484| LX6478 PILGRIM CHURCH SPIRE                APPROX. 6.9 KM 1131230.0 |
 LX6484| LX6536 ST FRANCIS CHURCH SPIRE             APPROX. 6.0 KM 1131402.4 |
 LX6484| LX6532 NEW HAVEN FIRST CONG CH SPIRE       APPROX. 6.2 KM 1135545.9 |
 LX6484| LX6499 NATIONAL FOLDING BOX CO TANK        APPROX. 5.2 KM 1142831.7 |
 LX6484| LX6534 EAST PEARL ST METH CH SPIRE         APPROX. 6.4 KM 1145458.0 |
 LX6484| LX6525 ST PATRICKS CHURCH SPIRE            APPROX. 4.9 KM 1221755.7 |
 LX6484| LX6530 AMERICAN STEEL WIRE CO STACK        APPROX. 6.6 KM 1230133.0 |
 LX6484| LX6448 SALTONSTALL STANDPIPE               APPROX.10.1 KM 1250507.4 |
 LX6484| LX6527 L CANDEE CO ELEVATED TANK           APPROX. 5.2 KM 1262534.2 |
 LX6484| LX6505 STERLING TOWER                      APPROX. 3.8 KM 1265851.6 |
 LX6484| LX6451 EAST HAVEN SPIRE                    APPROX. 9.6 KM 1283916.7 |
 LX6484| LX6526 SARGENT CO ELEVATED TANK            APPROX. 5.4 KM 1292056.6 |
 LX6484| LX6518 YALE GRADUATE SCHOOL TOWER          APPROX. 3.5 KM 1300824.9 |
 LX6484| LX6506 UNION NEW HAVEN TRUST CO TOWER      APPROX. 4.1 KM 1302328.0 |
 LX6484| LX6500 YALE LIBRARY TOWER                  APPROX. 3.6 KM 1304626.6 |
 LX6484| LX6498 CENTER CHURCH SPIRE                 APPROX. 4.0 KM 1330105.7 |
 LX6484| LX6535 KOPPERS TALL STACK                  APPROX. 7.1 KM 1365139.7 |
 LX6484| LX6488 KOPPERS SHORT STACK                 APPROX. 7.2 KM 1374052.0 |
 LX6484| LX6503 NY NH H RR PLANT E STACK            APPROX. 5.0 KM 1433455.1 |
 LX6484| LX6502 NY NH H RR PLANT W STACK            APPROX. 5.0 KM 1434455.4 |
 LX6484| LX6512 YALE MEDICAL SCHOOL CUPOLA          APPROX. 4.0 KM 1444151.5 |
 LX6484| LX6515 NEW HAVEN HOSPITAL CUPOLA           APPROX. 3.9 KM 1461538.5 |
 LX6484| LX6520 SEAMLESS RUBBER CO ELEV TANK        APPROX. 5.5 KM 1504811.1 |
 LX6484| LX6491 WEST HAVEN CONG CHURCH SPIRE        APPROX. 6.8 KM 1721111.3 |
 LX6484| LX6485 WINCHESTER HOSPITAL STACK           APPROX. 5.4 KM 1801531.6 |
 LX6484| LX6486 YALE BASEBALL CAGE GABLE            APPROX. 2.3 KM 1802441.3 |
 LX6484| LX6497 WINCHESTER HOSPITAL ELEV TANK       APPROX. 5.5 KM 1811238.7 |
 LX6484| LX6496 SHINGLE HILL TANK                   APPROX. 8.1 KM 1861012.4 |
 LX6484| LX6493 BURWELL HILL TANK                   APPROX. 4.2 KM 1932007.5 |
 LX6484|---------------------------------------------------------------------|
 LX6484
 LX6484                          SUPERSEDED SURVEY CONTROL
 LX6484
 LX6484  NAD 83(1992)-  41 19 56.09611(N)    072 57 40.19024(W) AD(       ) 2
 LX6484  NAD 83(1986)-  41 19 56.09878(N)    072 57 40.19494(W) AD(       ) 2
 LX6484  NAD 27      -  41 19 55.75800(N)    072 57 41.82100(W) AD(       ) 2
 LX6484
 LX6484.Superseded values are not recommended for survey control.
 LX6484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6484.See file dsdata.txt to determine how the superseded data were derived.
 LX6484
 LX6484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7061077646(NAD 83)
 LX6484
 LX6484  HISTORY     - Date     Condition        Report By
 LX6484  HISTORY     - 1921     MONUMENTED       CGS
 LX6484  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX6484  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LX6484  HISTORY     - 1984     GOOD             USPSQD
 LX6484
 LX6484                          STATION DESCRIPTION
 LX6484
 LX6484'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (IW)
 LX6484'THIS STATION WAS ESTABLISHED IN MAY, 1921, TO TAKE THE PLACE OF
 LX6484'WEST ROCK 2, WHICH THE PARK IMPROVEMENT WILL DESTROY.  IT IS
 LX6484'SITUATED IN WEST ROCK PARK, NEW HAVEN, CLOSE TO THE ALMOST
 LX6484'PERPENDICULAR FACE OF WEST ROCK, JUST OUTSIDE THE WALL AROUND
 LX6484'THE PLAZA AT THE TOP OF THE ROCK OUTSIDE THE DRIVEWAY.  IT IS
 LX6484'ON A BARE LEDGE OF TRAP ROCK AND IS MARKED BY A STANDARD
 LX6484'TRIANGULATION MARK WEDGED IN AN INCH HOLE DRILLED IN THE ROCK.
 LX6484'A STANDARD REFERENCE MARK WAS WEDGED IN AN INCH HOLE IN ANOTHER
 LX6484'BARE LEDGE ABOUT 3 FEET LOWER AND 25 FEET DISTANT FROM THE
 LX6484'STATION.  THE STATION CAN BE REACHED BY FOLLOWING THE
 LX6484'DRIVEWAY TO WEST ROCK PARK AND THENCE THROUGH THE PARK TO THE
 LX6484'TOP OF WEST ROCK.
 LX6484
 LX6484                          STATION RECOVERY (1933)
 LX6484
 LX6484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6484'THIS STATION IS LOCATED ON THE SOUTHEASTERLY EXTREMITY OF WEST
 LX6484'ROCK, A PART OF THE PARK SYSTEM OF THE CITY OF NEW HAVEN.
 LX6484'
 LX6484'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISK SET IN
 LX6484'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2, AND 12A.
 LX6484'
 LX6484'TO APPROACH FROM NEW HAVEN--GO W ON WHALLEY AVENUE TO BLAKE
 LX6484'STREET.  TURN RIGHT AND GO 0.7 MILE TO SPRINGSIDE AVENUE, TURN
 LX6484'RIGHT AND GO 1.4 MILES TO A POINT JUST BEYOND THE CITY
 LX6484'ALMSHOUSE.  THIS POINT MARKS THE BEGINNING OF THE AUTOMOBILE
 LX6484'ROAD TO THE SUMMIT.  TURN LEFT AND GO 1.5 MILES TO THE PARKING
 LX6484'PLACE OF THE S SUMMIT.
 LX6484'
 LX6484'THE STATION IS ON THE OUTCROPPING LEDGE A LITTLE BELOW THE
 LX6484'WALL SURROUNDING THE PARKING PLACE AND 5.3 METERS FROM THIS
 LX6484'WALL.  IT IS ABOUT 10 METERS BACK FROM THE VERTICAL FACE OF THE
 LX6484'CLIFF.  STATION IS 25.6 METERS FROM THE EASTERLY STEPS THROUGH
 LX6484'THE WALL, THE LOWER END OF THE STEPS BEARING N 55 DEG E
 LX6484'(MAGNETIC).
 LX6484'
 LX6484'REFERENCE MARK IS IN A CONTINUATION OF THE LEDGE BEARING THE
 LX6484'STATION.  IT BEARS S 50 DEG E (MAGNETIC) AND IS 7.76 METERS
 LX6484'DISTANT.
 LX6484'
 LX6484'BOTH CENTER AND REFERENCE MARKS REMAIN AS ESTABLISHED IN 1921.
 LX6484
 LX6484                          STATION RECOVERY (1967)
 LX6484
 LX6484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CHO)
 LX6484'RECOVERED STATION, R. M., AND LOWER END OF STEPS, AS DESCRIBED
 LX6484'BY G.C.M. 33.  ALL IN GOOD CONDITION.  TOP OF STATION DISK
 LX6484'HAS A FEW SLIGHT SURFACE DENTS, BUT IS ENTIRELY IN USEFUL
 LX6484'CONDITION.  SURROUNDING, AND TOUCHING, THIS DISK, IS A ONE INCH,
 LX6484'CIRCULAR BAND OF WHITE PAINT, ON THE LEDGE.  EXTENDING OUTWARD
 LX6484'FROM THE WHITE CIRCLE, ARE FOUR WHITE-PAINT LINES, 2 FT. LONG
 LX6484'AND 2 INCHES WIDE, 90 DEGREES APART.  SEEN FROM ABOVE, THIS IS
 LX6484'A PROMINENT WHITE CROSS.
 LX6484'
 LX6484'BECAUSE OF CHANGES IN STREET NAMES, SOME RENUMBERING, AND
 LX6484'EXTENSION OF OLDER STREETS, G.C.M.S 1933 TO APPROACH IS NO
 LX6484'LONGER CORRECT.  CHANGE HIS THIRD PARAGRAPH TO READ--TO APPROACH
 LX6484'FROM NEW HAVEN, GO WNW ON WHALLEY AVENUE TO BLAKE STREET.  TURN
 LX6484'RIGHT (E) AND GO 0.3 MILE TO SPRINGSIDE AVENUE (4TH STREET E
 LX6484'FROM WHALLEY) (AT 37 BLAKE).  TURN LEFT AND GO NLY ON SPRINGSIDE
 LX6484'FOR 1.10 MILE TO LARGE, NEW, BRICK BUILDING, WITH TWO TALL
 LX6484'FLAGPOLES, AND A SIGN, NEW HAVEN REGIONAL CENTER, STATE
 LX6484'DEPARTMENT OF HEALTH, AT CORNER OF SPRINGSIDE AND WINTERGREEN
 LX6484'AVENUES.  CONTINUE NLY 0.15 MILE TO BRUCE RITTER MAIL
 LX6484'BOX AND BROWN COTTAGE AT 1138 SPRINGSIDE AVENUE.
 LX6484'
 LX6484'DISTANCE FROM BLAKE ST. TO RITTERS IS 1.25 MILE
 LX6484'
 LX6484'OPPOSITE RITTERS IS THE BEGINNING OF AUTOMOBILE ROAD TO THE
 LX6484'SUMMIT.
 LX6484'
 LX6484'TAKE LEFT FORK AT RITTERS AND GO NW FOR 0.1 MILE.  HERE, TAKE
 LX6484'HAIRPIN LEFT TURN, WHICH SHORTLY CURVES TO THE RIGHT, AND WINDS
 LX6484'ITS WAY SLY TO THE SUMMIT.  DISTANCE FROM RITTERS TO SUMMIT
 LX6484'IS 1.45 MILE.  SUMMIT ROAD NEEDS SOME BLACK-TOP PATCHING, BUT
 LX6484'IS FAIRLY GOOD.
 LX6484'
 LX6484'REMAINING PARAGRAPHS OF G.C.M. 1933 REPORT WERE CAREFULLY
 LX6484'CHECKED.  SKETCH IS VERY GOOD.
 LX6484'
 LX6484'NOTE--G.C.M.S ALMSHOUSE NOT SEEN 5/5/67.  VISITED NEW HAVEN
 LX6484'CITY ENGINEERS OFFICES, 5/11/67.  ASSISTANT ENGINEER CY BAYUK
 LX6484'SHOWED ME LARGE MAP OF PRESENT STREETS IN WEST ROCK AREA.  LATER, I
 LX6484'RECHECKED TO APPROACH DISTANCES, GIVEN ABOVE.  AND ALSO FOUND
 LX6484'THE ALMSHOUSE, ON ITS ORIGINAL FOUNDATION.
 LX6484'
 LX6484'IT IS NOW PARTLY HIDDEN BY TREES, AND IS ON NE SIDE OF
 LX6484'WINTERGREEN AVENUE, 0.1 MILE SE OF CORNER OF SPRINGSIDE AND
 LX6484'WINTERGREEN.
 LX6484'
 LX6484'G.C.M.S TO A POINT JUST BEYOND THE CITY ALMSHOUSE WAS CORRECT
 LX6484'AND HELPFUL, BEFORE STREET CHANGES, AND TREE CAMOUFLAGE.  NOW THE
 LX6484'FLAG-FLYING HEALTH CENTER (NOTED ABOVE) IS A BETTER CHECK-POINT.
 LX6484'
 LX6484'5/5/67, AFTER RECOVERING STATION, I RETURNED TO RITTERS, 1138
 LX6484'SPRINGSIDE AVENUE.  THEN, AGAIN TOOK SUMMIT ROAD 0.1 MILE TO
 LX6484'START OF HAIRPIN LEFT TURN.  BUT, THIS TIME, I TURNED RIGHT ON
 LX6484'A GOOD, WIDE BLACK-TOP ROAD (NO NAME-SIGN) WHICH LEADS N OVER
 LX6484'THE WILBUR CROSS PARKWAY TUNNEL AND CONTINUES NLY ALONG THE
 LX6484'WOODED RIDGE -- AWAY FROM THE STATION.  I HOPED TO SEE A
 LX6484'FOOTPATH SIGN, TO JUDGES CAVE (A HIDEOUT IN COLONIAL DAYS), BUT
 LX6484'SAW NO SIGN -- ONLY GOOD SCENERY.  CONTINUED NLY FOR FOUR
 LX6484'MILES ALONG WOODED RIDGE.  THEN, TURNED BACK TO RITTERS, AND
 LX6484'TO NEW HAVEN AND DARIEN.
 LX6484'
 LX6484'PERSONAL NOTE (NOT FOR INCLUSION IN THIS 1967 RECOVERY
 LX6484'REPORT).  NATURAL, OR MAN-MADE, CHANGES NECESSITATE CHANGES IN TO
 LX6484'APPROACH DIRECTIONS IN OLDER REPORTS.  NOTHING IN THIS REPORT
 LX6484'SHOULD BE CONSIDERED AS ADVERSE CRITICISM OF GEORGE C. MATTISON
 LX6484'(GCM).  WE FIRST MET IN THE PHILIPPINES, ABOUT 1915.  LATER, AFTER
 LX6484'WORLD WAR I, HE RELIEVED ME OF MY ONE-YEAR COMMAND OF THE
 LX6484'OLD HYDROGRAPHER IN KEY WEST.  WE VE BEEN FRIENDS OVER
 LX6484'THE YEARS -- VISITED HIM IN MOBILE AFTER HIS RETIREMENT.
 LX6484'
 LX6484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6484'2.5 MILES, NW OF CITY HALL, NEW HAVEN.
 LX6484
 LX6484                          STATION RECOVERY (1984)
 LX6484
 LX6484'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6484'THE SURVEY MARK WAS RECOVERED IN GOOD CONDITION WITH A FEW SURFACE
 LX6484'DENTS, BUT USEABLE.  THE DESCRIPTION IS ADEQUATE, BUT THE PARK IS
 LX6484'NO LONGER PART OF THE NEW HAVEN PARK SYSTEM.  IT IS CONTROLLED BY
 LX6484'THE STATE OF CONN. AND THE ENTRANCE IS CLOSED OFF DUE TO VANDALISM.
 LX6484'THE KEY FOR THE GATE MAY BE OBTAINED FROM THE PARK RANGER WHO IS
 LX6484'LOCATED AT THE NATURE CENTER ON WINTERGREEN AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5881 ***********************************************************************
 LX5881  DESIGNATION -  WESTBROOK CONG CHURCH SPIRE
 LX5881  PID         -  LX5881
 LX5881  STATE/COUNTY-  CT/MIDDLESEX
 LX5881  USGS QUAD   -  ESSEX (1977)
 LX5881
 LX5881                         *CURRENT SURVEY CONTROL
 LX5881  ___________________________________________________________________
 LX5881* NAD 83(1996)-  41 17 10.41724(N)    072 26 58.92594(W)     ADJUSTED  
 LX5881* NAVD 88     -                                                        
 LX5881  ___________________________________________________________________
 LX5881  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX5881  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 LX5881
 LX5881  HORZ ORDER  -  THIRD
 LX5881
 LX5881.The horizontal coordinates were established by classical geodetic methods
 LX5881.and adjusted by the National Geodetic Survey in August 1998..
 LX5881
 LX5881
 LX5881.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5881
 LX5881.The geoid height was determined by GEOID03.
 LX5881
 LX5881;                    North         East     Units Scale Factor Converg.
 LX5881;SPC CT       -   202,741.143   329,956.410   MT  0.99999242   +0 11 56.8
 LX5881;SPC CT       -   665,159.90  1,082,531.99   sFT  0.99999242   +0 11 56.8
 LX5881;SPC NY L     -   125,476.471   429,865.059   MT  1.00002383   +1 00 50.5
 LX5881;SPC NY L     -   411,667.39  1,410,315.61   sFT  1.00002383   +1 00 50.5
 LX5881;UTM  18      - 4,573,668.978   713,562.700   MT  1.00016134   +1 41 00.2
 LX5881
 LX5881                          SUPERSEDED SURVEY CONTROL
 LX5881
 LX5881  NAD 83(1992)-  41 17 10.41632(N)    072 26 58.92566(W) AD(       ) 4
 LX5881  NAD 83(1986)-  41 17 10.41834(N)    072 26 58.92910(W) AD(       ) 4
 LX5881  NAD 27      -  41 17 10.06000(N)    072 27 00.61000(W) AD(       ) 3
 LX5881
 LX5881.Superseded values are not recommended for survey control.
 LX5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5881.See file dsdata.txt to determine how the superseded data were derived.
 LX5881
 LX5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1356373669(NAD 83)
 LX5881_MARKER: 90 = CHURCH SPIRE
 LX5881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5881+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5881
 LX5881  HISTORY     - Date     Condition        Report By
 LX5881  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5881  HISTORY     - 1960     GOOD             CGS
 LX5881  HISTORY     - 1983     GOOD             USPSQD
 LX5881  HISTORY     - 1988     GOOD             USPSQD
 LX5881  HISTORY     - 19970130 GOOD             USPSQD
 LX5881  HISTORY     - 19980310 GOOD             USPSQD
 LX5881  HISTORY     - 19981101 GOOD             USPSQD
 LX5881  HISTORY     - 20040101 GOOD             USPSQD
 LX5881
 LX5881                          STATION DESCRIPTION
 LX5881
 LX5881'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5881'THE CHURCH IS LOCATED AT THE INTERSECTION OF THE NORTH
 LX5881'WESTBROOK-ESSEX ROAD, THE OLD CLINTON ROAD AND THE BOSTON POST
 LX5881'ROAD NEAR THE CENTER OF THE TOWN OF WESTBROOK.  IT IS A SHINGLE
 LX5881'STRUCTURE WITH A STONE BASE.  THE GROUNDS ARE ABOUT 10 FEET
 LX5881'ABOVE THE STREET LEVEL.  THE SPIRE IS ON THE SW CORNER OF THE
 LX5881'CHURCH.  THE BASE OF THE SPIRE IS SQUARE WHILE THE UPPER PART
 LX5881'IS OCTAGONAL WITH SHINGLE SIDES.  JUST BELOW THE SHINGLES ARE
 LX5881'FOUR CLOCK FACES ON ALTERNATING SIDES OF THE OCTAGON.
 LX5881'
 LX5881'STATION IS CENTER LINE OF THE SPIRE.  HEIGHT ABOUT 100 FEET.
 LX5881
 LX5881                          STATION RECOVERY (1960)
 LX5881
 LX5881'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5881'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX5881
 LX5881                          STATION RECOVERY (1983)
 LX5881
 LX5881'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5881'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX5881
 LX5881                          STATION RECOVERY (1988)
 LX5881
 LX5881'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5881'RECOVERED IN GOOD CONDITION.
 LX5881
 LX5881                          STATION RECOVERY (1997)
 LX5881
 LX5881'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5881'RECOVERED IN GOOD CONDITION.
 LX5881
 LX5881                          STATION RECOVERY (1998)
 LX5881
 LX5881'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5881'RECOVERED IN GOOD CONDITION.
 LX5881
 LX5881                          STATION RECOVERY (1998)
 LX5881
 LX5881'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5881'RECOVERED IN GOOD CONDITION.
 LX5881
 LX5881                          STATION RECOVERY (2004)
 LX5881
 LX5881'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5910 ***********************************************************************
 LX5910  DESIGNATION -  WESTBROOK TANK
 LX5910  PID         -  LX5910
 LX5910  STATE/COUNTY-  CT/MIDDLESEX
 LX5910  USGS QUAD   -  ESSEX (1977)
 LX5910
 LX5910                         *CURRENT SURVEY CONTROL
 LX5910  ___________________________________________________________________
 LX5910* NAD 83(1996)-  41 16 54.97541(N)    072 26 14.80006(W)     ADJUSTED  
 LX5910* NAVD 88     -                                                        
 LX5910  ___________________________________________________________________
 LX5910  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LX5910  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX5910
 LX5910  HORZ ORDER  -  THIRD
 LX5910
 LX5910.The horizontal coordinates were established by classical geodetic methods
 LX5910.and adjusted by the National Geodetic Survey in August 1998..
 LX5910
 LX5910
 LX5910.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5910
 LX5910.The geoid height was determined by GEOID03.
 LX5910
 LX5910;                    North         East     Units Scale Factor Converg.
 LX5910;SPC CT       -   202,268.413   330,984.905   MT  0.99999274   +0 12 26.1
 LX5910;SPC CT       -   663,608.95  1,085,906.31   sFT  0.99999274   +0 12 26.1
 LX5910;SPC NY L     -   125,018.401   430,900.206   MT  1.00002326   +1 01 19.3
 LX5910;SPC NY L     -   410,164.54  1,413,711.76   sFT  1.00002326   +1 01 19.3
 LX5910;UTM  18      - 4,573,222.969   714,603.273   MT  1.00016683   +1 41 28.8
 LX5910
 LX5910                          SUPERSEDED SURVEY CONTROL
 LX5910
 LX5910  NAD 83(1992)-  41 16 54.97448(N)    072 26 14.79977(W) AD(       ) 4
 LX5910  NAD 83(1986)-  41 16 54.97657(N)    072 26 14.80324(W) AD(       ) 4
 LX5910  NAD 27      -  41 16 54.61500(N)    072 26 16.48100(W) AD(       ) 3
 LX5910
 LX5910.Superseded values are not recommended for survey control.
 LX5910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5910.See file dsdata.txt to determine how the superseded data were derived.
 LX5910
 LX5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1460373223(NAD 83)
 LX5910_MARKER: 51 = TANK
 LX5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5910+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5910
 LX5910  HISTORY     - Date     Condition        Report By
 LX5910  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5910  HISTORY     - 1960     GOOD             CGS
 LX5910  HISTORY     - 1983     GOOD             USPSQD
 LX5910  HISTORY     - 1988     GOOD             USPSQD
 LX5910  HISTORY     - 19970130 GOOD             USPSQD
 LX5910  HISTORY     - 20040101 GOOD             USPSQD
 LX5910
 LX5910                          STATION DESCRIPTION
 LX5910
 LX5910'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5910'THE TANK IS LOCATED ON TOP OF THE FIRST HILL SE OF WESTBROOK
 LX5910'CENTER AND ON THE NE SIDE OF THE BOSTON POST ROAD.  IT IS THE
 LX5910'PROPERTY OF THE GUILFORD CHESTER WATER COMPANY.  IT IS A STEEL
 LX5910'PLATE STRUCTURE WITH A VERY FLAT TOP AND A HEMISPHERICAL BOTTOM.
 LX5910'IT IS SUPPORTED ON 10 STEEL H-SECTION COLUMNS.  THE ENTIRE
 LX5910'STRUCTURE IS PAINTED BLACK.  THE STATION IS THE CENTER LINE OF
 LX5910'THE BALL IN THE CENTER OF THE TANK.  HEIGHT ABOVE GROUND 130
 LX5910'FEET.
 LX5910
 LX5910                          STATION RECOVERY (1960)
 LX5910
 LX5910'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5910'STATION RECOVERED AS DESCRIBED, IN GOOD CONDITION.  THE ORIGINAL
 LX5910'DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND ADEQUATE.
 LX5910
 LX5910                          STATION RECOVERY (1983)
 LX5910
 LX5910'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5910'STATION RECOVERED IN GOOD CONDITION.  THE STRUCTURE IS PAINTED
 LX5910'GRAY WITH CONNECTICUT WATER CO IN BLACK LETTERS.
 LX5910
 LX5910                          STATION RECOVERY (1988)
 LX5910
 LX5910'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5910'RECOVERED IN GOOD CONDITION.
 LX5910
 LX5910                          STATION RECOVERY (1997)
 LX5910
 LX5910'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5910'RECOVERED IN GOOD CONDITION.
 LX5910
 LX5910                          STATION RECOVERY (2004)
 LX5910
 LX5910'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5910'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0194 ***********************************************************************
 LX0194  DESIGNATION -  WESTERN
 LX0194  PID         -  LX0194
 LX0194  STATE/COUNTY-  CT/NEW LONDON
 LX0194  USGS QUAD   -  NEW LONDON (1984)
 LX0194
 LX0194                         *CURRENT SURVEY CONTROL
 LX0194  ___________________________________________________________________
 LX0194* NAD 83(1996)-  41 18 25.44157(N)    072 00 40.22046(W)     ADJUSTED  
 LX0194* NAVD 88     -         2.707  (meters)       8.88   (feet)  ADJUSTED  
 LX0194  ___________________________________________________________________
 LX0194  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 LX0194  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX0194  DYNAMIC HT  -           2.706 (meters)       8.88  (feet)  COMP
 LX0194  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX0194
 LX0194  HORZ ORDER  -  THIRD
 LX0194  VERT ORDER  -  FIRST     CLASS I
 LX0194
 LX0194.The horizontal coordinates were established by classical geodetic methods
 LX0194.and adjusted by the National Geodetic Survey in August 1998..
 LX0194
 LX0194.The orthometric height was determined by differential leveling
 LX0194.and adjusted by the National Geodetic Survey in June 1991..
 LX0194
 LX0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0194
 LX0194.The geoid height was determined by GEOID03.
 LX0194
 LX0194.The dynamic height is computed by dividing the NAVD 88
 LX0194.geopotential number by the normal gravity value computed on the
 LX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0194.degrees latitude (g = 980.6199 gals.).
 LX0194
 LX0194.The modeled gravity was interpolated from observed gravity values.
 LX0194
 LX0194;                    North         East     Units Scale Factor Converg.
 LX0194;SPC CT       -   205,276.409   366,671.309   MT  0.99999092   +0 29 23.6
 LX0194;SPC CT       -   673,477.69  1,202,987.45   sFT  0.99999092   +0 29 23.6
 LX0194;SPC NY L     -   128,532.494   466,541.526   MT  1.00002666   +1 18 03.1
 LX0194;SPC NY L     -   421,693.69  1,530,644.99   sFT  1.00002666   +1 18 03.1
 LX0194;UTM  18      - 4,577,155.256   750,209.568   MT  1.00037054   +1 58 26.1
 LX0194;UTM  19      - 4,577,219.975   247,919.623   MT  1.00038211   -1 59 19.3
 LX0194
 LX0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0194!SPC CT       -   1.00000439  x   0.99999092  =   0.99999531
 LX0194!SPC NY L     -   1.00000439  x   1.00002666  =   1.00003105
 LX0194!UTM  18      -   1.00000439  x   1.00037054  =   1.00037493
 LX0194!UTM  19      -   1.00000439  x   1.00038211  =   1.00038650
 LX0194
 LX0194|---------------------------------------------------------------------|
 LX0194| PID    Reference Object                     Distance      Geod. Az  |
 LX0194|                                                           dddmmss.s |
 LX0194| LX0193 WESTERN RM 1                         23.540 METERS 08656     |
 LX0194| LX5282 WESTERNS FLAGPOLE                    31.331 METERS 13817     |
 LX0194| LX0195 WESTERN RM 2                          7.500 METERS 16540     |
 LX0194| LX5193 SEAFLOWER REEF LIGHT                APPROX. 2.2 KM 2362354.4 |
 LX0194| LX5215 NEW LONDON LEDGE LIGHTHOUSE         APPROX. 5.6 KM 2683912.2 |
 LX0194| LX5256 PRENTIS WHITE CHIMNEY               APPROX. 2.4 KM 3153429.8 |
 LX0194| LX5279 DODDS CHIMNEY                       APPROX. 0.8 KM 3402217.7 |
 LX0194|---------------------------------------------------------------------|
 LX0194
 LX0194                          SUPERSEDED SURVEY CONTROL
 LX0194
 LX0194  NAD 83(1992)-  41 18 25.44036(N)    072 00 40.21953(W) AD(       ) 3
 LX0194  NAD 83(1986)-  41 18 25.44098(N)    072 00 40.22484(W) AD(       ) 3
 LX0194  NAD 27      -  41 18 25.08900(N)    072 00 41.96300(W) AD(       ) 3
 LX0194  NGVD 29 (??/??/92)    2.999  (m)            9.84   (f) ADJ UNCH    1 1
 LX0194
 LX0194.Superseded values are not recommended for survey control.
 LX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0194.See file dsdata.txt to determine how the superseded data were derived.
 LX0194
 LX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL5021077155(NAD 83)
 LX0194_MARKER: DS = TRIANGULATION STATION DISK
 LX0194_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0194_SP_SET: UNSPECIFIED
 LX0194_STAMPING: WESTERN 1934
 LX0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0194
 LX0194  HISTORY     - Date     Condition        Report By
 LX0194  HISTORY     - 1934     MONUMENTED       CGS
 LX0194  HISTORY     - 1948     GOOD             CGS
 LX0194  HISTORY     - 1953     GOOD             NGS
 LX0194  HISTORY     - 1954     GOOD             CGS
 LX0194  HISTORY     - 1965     GOOD             CGS
 LX0194  HISTORY     - 1965     GOOD             NGS
 LX0194  HISTORY     - 1971     GOOD             CTDT
 LX0194  HISTORY     - 1976     GOOD             USCG
 LX0194  HISTORY     - 1983     GOOD             USPSQD
 LX0194  HISTORY     - 1983     GOOD             USPSQD
 LX0194  HISTORY     - 1988     GOOD             USPSQD
 LX0194  HISTORY     - 1989     GOOD             USPSQD
 LX0194  HISTORY     - 1990     GOOD             USPSQD
 LX0194  HISTORY     - 19900310 GOOD             USPSQD
 LX0194  HISTORY     - 19901227 GOOD             USPSQD
 LX0194  HISTORY     - 20020206 GOOD             USPSQD
 LX0194
 LX0194                          STATION DESCRIPTION
 LX0194
 LX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX0194'THE STATION IS LOCATED ON THE WESTERLY OF THE TWO POINTS ON THE
 LX0194'SOUTHERN END OF GROTON LONG POINT.  IT IS MARKED BY A STANDARD DISC
 LX0194'SET IN A DRILL HOLE IN THE TOP OF A BOULDER N OF C.S. WESTERNS
 LX0194'BEACH COTTAGE AND 10 METERS EASTERLY OF AND TWO METERS ABOVE
 LX0194'HIGH WATER LEVEL.
 LX0194'
 LX0194'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE
 LX0194'IN A BOULDER.  REFERENCE MARKS NO. 1 AND
 LX0194'NO. 2 ARE STANDARD BRONZE DISCS SET IN A BOULDER.
 LX0194'
 LX0194'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE IN
 LX0194'THE TOP OF A BOULDER E OF THE STATION.  REFERENCE MARK NO. 2 IS
 LX0194'ALSO A STANDARD DISC SET IN A BOULDER SOUTHERLY OF THE STATION
 LX0194'AND NEAR THE HOUSE.  ALL MARKS ARE ON THE PROPERTY OF
 LX0194'MR. C.S. WESTERN.
 LX0194'
 LX0194'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX0194
 LX0194                          STATION RECOVERY (1948)
 LX0194
 LX0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX0194'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, WITH THE
 LX0194'FOLLOWING EXCEPTIONS--
 LX0194'
 LX0194'PROPERTY IS NOW OWNED BY E.S. TAYLOR.
 LX0194'
 LX0194'STATION IS AT N END, AND BOULDER IS PART OF, THE N AND S
 LX0194'RETAINING WALL OF THE PROPERTY.
 LX0194
 LX0194                          STATION RECOVERY (1953)
 LX0194
 LX0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 LX0194'AT GROTON LONG POINT.
 LX0194'AT GROTON LONG POINT, ON THE POINT AT THE SOUTH END OF WEST
 LX0194'SHORE DRIVE, ON THE LAWN OF A WHITE HOUSE TRIMED IN BLUE, 37 1/2
 LX0194'FEET WEST OF NORTHWEST CORNER OF NORTHWEST WING OF HOUSE, 77.3
 LX0194'FEET WEST OF RM NO. 1, 24.6 FEET NORTH OF RM NO. 2, 102 1/2 FEET
 LX0194'NORTHWEST OF A FLAG POLE, SET IN THE TOP OF A ROCK THAT IS PART
 LX0194'OF SEA WALL AND ABOUT 1 1/2 FEET ABOVE LEVEL OF LAWN.
 LX0194
 LX0194                          STATION RECOVERY (1954)
 LX0194
 LX0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX0194'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION.  A
 LX0194'COMPLETE NEW DESCRIPTION FOLLOWS--
 LX0194'
 LX0194'THE STATION IS ON THE W SIDE OF THE MORE W OF TWO POINTS ON
 LX0194'THE S END OF GROTON LONG POINT.
 LX0194'
 LX0194'IT IS A STANDARD DISK, STAMPED WESTERN 1934 AND SET IN A DRILL
 LX0194'HOLE IN A LARGE BOULDER IN A SEAWALL ALONG THE LAWN OF A BEACH
 LX0194'COTTAGE NOW OWNED BY H.C. RAY.
 LX0194'
 LX0194'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WESTERN NO 1 1934
 LX0194'AND SET IN A DRILL HOLE IN A BOULDER E OF THE STATION IN THE
 LX0194'LAWN.
 LX0194'
 LX0194'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WESTERN NO 2 1934 AND
 LX0194'SET IN A DRILL HOLE IN A LARGE BOULDER IN THE LAWN S OF THE
 LX0194'STATION.
 LX0194
 LX0194                          STATION RECOVERY (1965)
 LX0194
 LX0194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (RRG)
 LX0194'THE STATION IS LOCATED AT GROTON LONG POINT, ON THE POINT AT
 LX0194'THE SOUTH END OF WEST SHORE DRIVE, ON THE LAWN OF A WHITE HOUSE,
 LX0194'SET IN THE TOP OF A ROCK WHICH IS PART OF THE SEA WALL, 37-1/2
 LX0194'FEET WEST OF THE NORTHWEST CORNER OF THE NORTHWEST WING OF THE
 LX0194'HOUSE, 102-1/2 FEET NORTHWEST OF A FLAGPOLE AND 1-1/2 FEET ABOVE
 LX0194'THE LAWN.  IT IS STAMPED WESTERN 1934.
 LX0194'
 LX0194'R. M. NO. 1 IS 77.3 FEET EAST OF THE STATION, 9-1/2 FEET
 LX0194'NORTHWEST OF THE NORTHWEST CORNER OF NORTHEAST WING OF HOUSE,
 LX0194'4 FEET SOUTH OF THE SOUTH FACE OF WALL ALONG NORTH SIDE OF HOUSE,
 LX0194'SET IN THE TOP OF A LARGE BOULDER.  IT IS STAMPED WESTERN NO 1
 LX0194'1934.
 LX0194'
 LX0194'RM NO. 2 IS 24.6 FEET SOUTH OF THE STATION, 32-1/2 FEET WEST OF
 LX0194'THE SOUTHWEST CORNER OF THE HOUSE, 81-1/2 FEET NORTHWEST OF A
 LX0194'FLAGPOLE AND SET IN THE TOP OF A ROCK WHICH IS PART OF THE SEA
 LX0194'WALL.  IT IS STAMPED WESTERN NO 2 1934.
 LX0194
 LX0194                          STATION RECOVERY (1965)
 LX0194
 LX0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0194'RECOVERED IN GOOD CONDITION.
 LX0194
 LX0194                          STATION RECOVERY (1971)
 LX0194
 LX0194'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX0194'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 LX0194'
 LX0194'STATION IS LOCATED AT GROTON LONG POINT, AT THE SOUTH END OF
 LX0194'WEST SHORE DRIVE, ON THE LAWN OF A WHITE HOUSE, 37.5 FEET W OF THE
 LX0194'NW CORNER OF NW WING OF THE HOUSE, 102.5 FEET NW OF A FLAGPOLE
 LX0194'AND 1.5 FEET ABOVE THE LAWN.  STATION MARK IS USC AND GS STANDARD
 LX0194'BRONZE DISK STAMPED WESTERN 1934 SET IN THE TOP OF A ROCK WHICH
 LX0194'IS PART OF THE SEA WALL.
 LX0194'
 LX0194'R.M. 1 IS 9.5 FEET NW OF THE NW CORNER OF THE NE WING OF THE
 LX0194'HOUSE, 4 FEET S OF SOUTH FACE OF A WALL ALONG THE N SIDE OF THE
 LX0194'HOUSE.  THE MARK IS A STANDARD BRONZE DISK STAMPED WESTERN NO 1
 LX0194'1934 SET IN THE TOP OF A LARGE BOULDER.
 LX0194'
 LX0194'R.M. 2 IS 32.5 FEET W OF THE SW CORNER OF THE HOUSE, 81.5 FEET
 LX0194'NW OF A FLAGPOLE.  THE MARK IS A STANDARD BRONZE DISK STAMPED
 LX0194'WESTERN NO 2 1934 SET IN THE TOP OF A ROCK WHICH IS A PART OF THE
 LX0194'SEA WALL.
 LX0194
 LX0194                          STATION RECOVERY (1976)
 LX0194
 LX0194'RECOVERY NOTE BY US COAST GUARD 1976 (RM)
 LX0194'WESTERN 1934 GOOD
 LX0194
 LX0194                          STATION RECOVERY (1983)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 1983 (BWR)
 LX0194'WESTERN NO 1 1934 RECOVERED GOOD.
 LX0194'
 LX0194'STATION ON PROPERTY OF MARILYN CRUTHERS.
 LX0194'
 LX0194'WESTERN 1934 RECOVERED GOOD.
 LX0194'
 LX0194'WESTERN NO 2 1934 RECOVERED GOOD.
 LX0194'
 LX0194'STATION ON PROPERTY OF MARILYN CRUTHERS.
 LX0194'
 LX0194'STATION RECOVERED AS DESCRIBED.
 LX0194
 LX0194                          STATION RECOVERY (1983)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0194'RECOVERED IN GOOD CONDITION.
 LX0194
 LX0194                          STATION RECOVERY (1988)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0194'RECOVERED IN GOOD CONDITION.
 LX0194
 LX0194                          STATION RECOVERY (1989)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0194'RECOVERED IN GOOD CONDITION.
 LX0194
 LX0194                          STATION RECOVERY (1990)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0194'RECOVERED IN GOOD CONDITION.
 LX0194
 LX0194                          STATION RECOVERY (1990)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0194'RECOVERED IN GOOD CONDITION.
 LX0194
 LX0194                          STATION RECOVERY (1990)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0194'RECOVERED IN GOOD CONDITION.
 LX0194
 LX0194                          STATION RECOVERY (2002)
 LX0194
 LX0194'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX0194'STATION MARK IS RECESSED AND PROBABLY NOT RECOVERABLE BY SATELLITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0193 ***********************************************************************
 LX0193  DESIGNATION -  WESTERN RM 1
 LX0193  PID         -  LX0193
 LX0193  STATE/COUNTY-  CT/NEW LONDON
 LX0193  USGS QUAD   -  NEW LONDON (1984)
 LX0193
 LX0193                         *CURRENT SURVEY CONTROL
 LX0193  ___________________________________________________________________
 LX0193* NAD 83(1986)-  41 18 25.     (N)    072 00 39.     (W)     SCALED    
 LX0193* NAVD 88     -         3.718  (meters)      12.20   (feet)  ADJUSTED  
 LX0193  ___________________________________________________________________
 LX0193  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX0193  DYNAMIC HT  -           3.716 (meters)      12.19  (feet)  COMP
 LX0193  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX0193
 LX0193  VERT ORDER  -  FIRST     CLASS I
 LX0193
 LX0193.The horizontal coordinates were scaled from a topographic map and have
 LX0193.an estimated accuracy of +/- 6 seconds.
 LX0193
 LX0193.The orthometric height was determined by differential leveling
 LX0193.and adjusted by the National Geodetic Survey in June 1991..
 LX0193
 LX0193.The geoid height was determined by GEOID03.
 LX0193
 LX0193.The dynamic height is computed by dividing the NAVD 88
 LX0193.geopotential number by the normal gravity value computed on the
 LX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0193.degrees latitude (g = 980.6199 gals.).
 LX0193
 LX0193.The modeled gravity was interpolated from observed gravity values.
 LX0193
 LX0193;                    North         East    Units  Estimated Accuracy
 LX0193;SPC CT       -   205,260.      366,700.      MT  (+/- 180 meters Scaled)
 LX0193
 LX0193                          SUPERSEDED SURVEY CONTROL
 LX0193
 LX0193  NGVD 29 (??/??/92)    4.010  (m)           13.16   (f) ADJ UNCH    1 1
 LX0193
 LX0193.Superseded values are not recommended for survey control.
 LX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0193.See file dsdata.txt to determine how the superseded data were derived.
 LX0193
 LX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL502771(NAD 83)
 LX0193_MARKER: DR = REFERENCE MARK DISK
 LX0193_SETTING: 80 = SET IN A BOULDER
 LX0193_SP_SET: BOULDER
 LX0193_STAMPING: WESTERN NO 1 1934
 LX0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0193+STABILITY: SURFACE MOTION
 LX0193
 LX0193  HISTORY     - Date     Condition        Report By
 LX0193  HISTORY     - 1934     MONUMENTED       CGS
 LX0193  HISTORY     - 1953     GOOD             NGS
 LX0193  HISTORY     - 1965     GOOD             NGS
 LX0193  HISTORY     - 1988     GOOD             USPSQD
 LX0193  HISTORY     - 1989     GOOD             USPSQD
 LX0193  HISTORY     - 1990     GOOD             USPSQD
 LX0193  HISTORY     - 19900310 GOOD             USPSQD
 LX0193  HISTORY     - 19901227 GOOD             USPSQD
 LX0193  HISTORY     - 20020206 GOOD             USPSQD
 LX0193
 LX0193                          STATION DESCRIPTION
 LX0193
 LX0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LX0193'AT GROTON LONG POINT.
 LX0193'AT GROTON LONG POINT, ON THE SOUTH END OF WEST SHORE DRIVE, ON THE
 LX0193'LAWN OF A HOUSE TRIMED IN BLUE, 77.3 FEET EAST OF STATION MARK,
 LX0193'9 1/2 FEET NORTHWEST OF NORTHWEST CORNER OF NORTHEAST WING OF
 LX0193'HOUSE, 4 FEET SOUTH OF SOUTH FACE OF A WALL ALONG NORTH SIDE OF LAWN,
 LX0193'24 FEET NORTH OF NORTH FACE OF CHIMNEY TO HOUSE, SET IN THE TOP
 LX0193'OF A LARGE ROUNDED BOULDER AND ABOUT 1 1/2 FEET ABOVE LEVEL OF
 LX0193'LAWN.
 LX0193
 LX0193                          STATION RECOVERY (1965)
 LX0193
 LX0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0193'RECOVERED IN GOOD CONDITION.
 LX0193
 LX0193                          STATION RECOVERY (1988)
 LX0193
 LX0193'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0193'RECOVERED IN GOOD CONDITION.
 LX0193
 LX0193                          STATION RECOVERY (1989)
 LX0193
 LX0193'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0193'RECOVERED IN GOOD CONDITION.
 LX0193
 LX0193                          STATION RECOVERY (1990)
 LX0193
 LX0193'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0193'RECOVERED IN GOOD CONDITION.
 LX0193
 LX0193                          STATION RECOVERY (1990)
 LX0193
 LX0193'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0193'RECOVERED IN GOOD CONDITION.
 LX0193
 LX0193                          STATION RECOVERY (1990)
 LX0193
 LX0193'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0193'RECOVERED IN GOOD CONDITION.
 LX0193
 LX0193                          STATION RECOVERY (2002)
 LX0193
 LX0193'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0195 ***********************************************************************
 LX0195  DESIGNATION -  WESTERN RM 2
 LX0195  PID         -  LX0195
 LX0195  STATE/COUNTY-  CT/NEW LONDON
 LX0195  USGS QUAD   -  NEW LONDON (1984)
 LX0195
 LX0195                         *CURRENT SURVEY CONTROL
 LX0195  ___________________________________________________________________
 LX0195* NAD 83(1986)-  41 18 25.     (N)    072 00 39.     (W)     SCALED    
 LX0195* NAVD 88     -         2.598  (meters)       8.52   (feet)  ADJUSTED  
 LX0195  ___________________________________________________________________
 LX0195  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 LX0195  DYNAMIC HT  -           2.597 (meters)       8.52  (feet)  COMP
 LX0195  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 LX0195
 LX0195  VERT ORDER  -  FIRST     CLASS I
 LX0195
 LX0195.The horizontal coordinates were scaled from a topographic map and have
 LX0195.an estimated accuracy of +/- 6 seconds.
 LX0195
 LX0195.The orthometric height was determined by differential leveling
 LX0195.and adjusted by the National Geodetic Survey in June 1991..
 LX0195
 LX0195.The geoid height was determined by GEOID03.
 LX0195
 LX0195.The dynamic height is computed by dividing the NAVD 88
 LX0195.geopotential number by the normal gravity value computed on the
 LX0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0195.degrees latitude (g = 980.6199 gals.).
 LX0195
 LX0195.The modeled gravity was interpolated from observed gravity values.
 LX0195
 LX0195;                    North         East    Units  Estimated Accuracy
 LX0195;SPC CT       -   205,260.      366,700.      MT  (+/- 180 meters Scaled)
 LX0195
 LX0195                          SUPERSEDED SURVEY CONTROL
 LX0195
 LX0195  NGVD 29 (??/??/92)    2.891  (m)            9.48   (f) ADJ UNCH    1 1
 LX0195
 LX0195.Superseded values are not recommended for survey control.
 LX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0195.See file dsdata.txt to determine how the superseded data were derived.
 LX0195
 LX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL502771(NAD 83)
 LX0195_MARKER: DR = REFERENCE MARK DISK
 LX0195_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0195_SP_SET: UNSPECIFIED
 LX0195_STAMPING: WESTERN NO 2 1934
 LX0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0195
 LX0195  HISTORY     - Date     Condition        Report By
 LX0195  HISTORY     - 1934     MONUMENTED       CGS
 LX0195  HISTORY     - 1953     GOOD             NGS
 LX0195  HISTORY     - 1965     GOOD             NGS
 LX0195  HISTORY     - 1983     GOOD             USPSQD
 LX0195  HISTORY     - 1988     GOOD             USPSQD
 LX0195  HISTORY     - 1989     GOOD             USPSQD
 LX0195  HISTORY     - 1990     GOOD             USPSQD
 LX0195  HISTORY     - 19900310 GOOD             USPSQD
 LX0195  HISTORY     - 19901228 GOOD             USPSQD
 LX0195  HISTORY     - 20020206 GOOD             USPSQD
 LX0195
 LX0195                          STATION DESCRIPTION
 LX0195
 LX0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LX0195'AT GROTON LONG POINT.
 LX0195'AT GROTON LONG POINT, ON THE POINT AT THE SOUTH END OF WEST
 LX0195'SHORE DRIVE, AT A WHITE HOUSE WITH BLUE TRIM, IN THE TOP OF A ROCK
 LX0195'THAT IS PART OF THE SEA WALL, 32 1/2 FEET WEST OF SOUTHWEST
 LX0195'CORNER OF NORTHWEST WING OF HOUSE, 24.6 FEET SOUTH OF STATION
 LX0195'MARK, 76 FEET NORTH OF SOUTHWEST CORNER OF SEA WALL, 81 1/2
 LX0195'FEET NORTHWEST OF FLAG POLE, 1 FOOT WEST OF WEST FACE OF SEA
 LX0195'WALL AND SET IN A DRILL HOLE.
 LX0195
 LX0195                          STATION RECOVERY (1965)
 LX0195
 LX0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 LX0195'RECOVERED IN GOOD CONDITION.
 LX0195
 LX0195                          STATION RECOVERY (1983)
 LX0195
 LX0195'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0195'RECOVERED IN GOOD CONDITION.
 LX0195
 LX0195                          STATION RECOVERY (1988)
 LX0195
 LX0195'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0195'RECOVERED IN GOOD CONDITION.
 LX0195
 LX0195                          STATION RECOVERY (1989)
 LX0195
 LX0195'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0195'RECOVERED IN GOOD CONDITION.
 LX0195
 LX0195                          STATION RECOVERY (1990)
 LX0195
 LX0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0195'RECOVERED IN GOOD CONDITION.
 LX0195
 LX0195                          STATION RECOVERY (1990)
 LX0195
 LX0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0195'RECOVERED IN GOOD CONDITION.
 LX0195
 LX0195                          STATION RECOVERY (1990)
 LX0195
 LX0195'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0195'RECOVERED IN GOOD CONDITION.
 LX0195
 LX0195                          STATION RECOVERY (2002)
 LX0195
 LX0195'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LX0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6960 ***********************************************************************
 LX6960  DESIGNATION -  WESTFIELD RESET
 LX6960  PID         -  LX6960
 LX6960  STATE/COUNTY-  CT/MIDDLESEX
 LX6960  USGS QUAD   -  MIDDLETOWN (1992)
 LX6960
 LX6960                         *CURRENT SURVEY CONTROL
 LX6960  ___________________________________________________________________
 LX6960* NAD 83(1996)-  41 33 31.06571(N)    072 42 32.57419(W)     ADJUSTED  
 LX6960* NAVD 88     -       153.6    (meters)     504.     (feet)  VERTCON   
 LX6960  ___________________________________________________________________
 LX6960  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 LX6960  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX6960
 LX6960  HORZ ORDER  -  FIRST
 LX6960
 LX6960.The horizontal coordinates were established by classical geodetic methods
 LX6960.and adjusted by the National Geodetic Survey in August 1998..
 LX6960
 LX6960.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6960
 LX6960.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6960
 LX6960.The geoid height was determined by GEOID03.
 LX6960
 LX6960;                    North         East     Units Scale Factor Converg.
 LX6960;SPC CT       -   232,951.389   308,216.769   MT  0.99998324   +0 01 37.8
 LX6960;SPC CT       -   764,274.68  1,011,207.85   sFT  0.99998324   +0 01 37.8
 LX6960;UTM  18      - 4,603,307.689   691,042.811   MT  1.00004916   +1 31 12.9
 LX6960
 LX6960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6960!SPC CT       -   0.99998053  x   0.99998324  =   0.99996377
 LX6960!UTM  18      -   0.99998053  x   1.00004916  =   1.00002969
 LX6960
 LX6960|---------------------------------------------------------------------|
 LX6960| PID    Reference Object                     Distance      Geod. Az  |
 LX6960|                                                           dddmmss.s |
 LX6960| CZ8090 WESTFIELD RM 2                       24.540 METERS 00352     |
 LX6960| CZ8091 WESTFIELD RM 3                       20.469 METERS 00640     |
 LX6960| LX6959 MIDDLETOWN RUSSELLS ELEV TANK       APPROX. 2.6 KM 0203046.2 |
 LX6960| LX6992 MIDDLETOWN TUTTLE BRICK CO STK      APPROX. 4.5 KM 0310527.4 |
 LX6960| LX6979 CROMWELL SWEDISH ORPHAN SILO        APPROX. 6.0 KM 0411006.3 |
 LX6960| LX6965 CROMWELL ELEVATED TANK              APPROX. 7.6 KM 0420205.5 |
 LX6960| LX6971 CROMWELL PIERSONS SHORT STACK       APPROX. 6.3 KM 0432154.1 |
 LX6960| LX6946 EAST CROMWELL PIERSONS STACK        APPROX. 7.6 KM 0440551.5 |
 LX6960| LX6969 CROMWELL ROMAN CATH CHURCH          APPROX. 6.4 KM 0442428.3 |
 LX6960| LX6964 CROMWELL PIERSONS STACK             APPROX. 7.1 KM 0443807.1 |
 LX6960| LX6900 PORTLAND CONG CHURCH                APPROX. 7.9 KM 0624830.3 |
 LX6960| LX6949 PORTLAND METH EPIS CH SPIRE         APPROX. 6.8 KM 0680436.2 |
 LX6960| LX6954 PORTLAND EPIS CHURCH SPIRE          APPROX. 6.6 KM 0691413.7 |
 LX6960| LX6820 MCAULIFFE                           APPROX. 7.9 KM 0712730.4 |
 LX6960| LX6973 MIDDLETOWN REMINGTON STACK          APPROX. 4.6 KM 0713344.8 |
 LX6960| LX6953 PORTLAND CATHOLIC CH SPIRE          APPROX. 6.3 KM 0753516.4 |
 LX6960| LX6952 CHATHAMS ELEVATED TANK              APPROX. 5.9 KM 0771833.4 |
 LX6960| LX6970 MIDDLETOWN CATH CHURCH SPIRE        APPROX. 4.8 KM 0793415.8 |
 LX6960| LX6961 MIDDLETOWN NORTH CONG CH SPIRE      APPROX. 4.8 KM 0880003.2 |
 LX6960| LX6966 MIDDLETOWN SOUTH CONG CH SPIRE      APPROX. 5.2 KM 0924140.5 |
 LX6960| LX6972 WESLEYAN STACK                      APPROX. 4.4 KM 0930020.5 |
 LX6960| LX6974 MIDDLETOWN WESLEYAN CHAPEL          APPROX. 4.4 KM 0940852.1 |
 LX6960| LX6962 ST MARYS CHURCH TOWER               APPROX. 4.9 KM 0954206.0 |
 LX6960| LX6944 MIDDLETOWN STATE HOSPITAL STK       APPROX. 6.7 KM 0955616.5 |
 LX6960| LX6943 MIDDLETOWN STATE HOSP TOWER         APPROX. 6.7 KM 0974012.6 |
 LX6960| LX6980 LONG LANE STATE FARM CHAPEL         APPROX. 3.9 KM 1090032.2 |
 LX6960| LX6981 LONG LANE STATE FARM TOWER          APPROX. 4.0 KM 1102614.9 |
 LX6960| CZ8092 WESTFIELD RM 4                       20.970 METERS 17120     |
 LX6960| LX6298 READS GAP AIRWAY BEACON             APPROX.10.6 KM 1921244.4 |
 LX6960| CZ8089 WESTFIELD RM 1                       20.660 METERS 26312     |
 LX6960|---------------------------------------------------------------------|
 LX6960
 LX6960                          SUPERSEDED SURVEY CONTROL
 LX6960
 LX6960  NAD 83(1992)-  41 33 31.06499(N)    072 42 32.57424(W) AD(       ) 1
 LX6960  NAD 83(1986)-  41 33 31.06710(N)    072 42 32.57619(W) AD(       ) 1
 LX6960  NAD 27      -  41 33 30.71200(N)    072 42 34.23100(W) AD(       ) 1
 LX6960  NGVD 29 (07/19/86)  153.9    (m)          505.     (f) VERT ANG       
 LX6960
 LX6960.Superseded values are not recommended for survey control.
 LX6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6960.See file dsdata.txt to determine how the superseded data were derived.
 LX6960
 LX6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9104303308(NAD 83)
 LX6960
 LX6960  HISTORY     - Date     Condition        Report By
 LX6960  HISTORY     - 1976     MONUMENTED       NGS
 LX6960  HISTORY     - 1891     SEE DESCRIPTION  CGS
 LX6960  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX6960  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX6960  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6960  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6960  HISTORY     - 1981     GOOD             NGS
 LX6960
 LX6960                          STATION DESCRIPTION
 LX6960
 LX6960'DESCRIBED BY COAST AND GEODETIC SURVEY 1891 (WCH)
 LX6960'STATION IS ON BARE HILL COMMANDING A FINE VIEW OF THE COUNTRY TO
 LX6960'EASTWARD IN NW PART OF MIDDLETOWN TOWNSHIP, 3 MILES W OF
 LX6960'MIDDLETOWN CITY, AND 1-1/2 MILES S OF THE TOWN OF WESTFIELD.  HILL
 LX6960'AND ADJOINING LANDS OWNED BY EBENEZER BACON, WHOSE HOUSE STANDS
 LX6960'AT THE BOTTOM OF THE HILL, ENW FROM THE STATION, ON THE ROAD BY
 LX6960'WHICH THE STATION IS REACHED.  HILL SLOPES EVENLY IN ALL
 LX6960'DIRECTIONS.  A STUB WITH NAIL IN TOP IS DRIVEN INTO THE GROUND
 LX6960'BY THE FENCE AT A DISTANCE OF 14 FEET 8 INCHES FROM THE
 LX6960'STATION.  STATION WAS MARKED BY A ROCK SOMEWHAT OVAL IN FORM
 LX6960'BURIED 2 FEET BELOW SURFACE OF GROUND.  THE ROCK IS ABOUT 18
 LX6960'INCHES BY 12 INCHES WITH GENTLY ROUNDED SURFACE.  CENTER
 LX6960'MARKED BY DRILL HOLE 1 INCH DEEP.  THE DRILL HOLE WAS
 LX6960'SURROUNDED BY A TRIANGLE.  AT SURFACE STATION IS MARKED BY STUB
 LX6960'AND COPPER TACK.
 LX6960'
 LX6960'IN 1891 SOME DIFFICULTY WAS EXPERIENCED IN RECOVERING THIS STATION,
 LX6960'ALL SURFACE MARKS HAVING DISAPPEARED.  TO AID IN ITS FUTURE
 LX6960'RECOVERY DISTANCES WERE MEASURED TO A NUMBER OF TREES.  FROM
 LX6960'STATION, WHICH IS 13.25 FEET W OF A N-S FENCE, TO AN OLD APPLE
 LX6960'TREE WHICH IS 103.5 FEET W FROM THIS FENCE (AT POINT N OF
 LX6960'STATION), 381.6 FEET.  TO A HICKORY TREE, SE OF APPLE TREE, 283.7
 LX6960'FEET.  TO HICKORY TREE S OF W, 153.75 FEET.  TO ANOTHER HICKORY
 LX6960'TREE S OF OF FIRST, 156.0 FEET.  TO ANOTHER STILL FARTHER S,
 LX6960'166.75 FEET.  TO AN APPLE TREE, SW 178.4 FEET.  TO
 LX6960'ANOTHER APPLE TREE NE OF PROCEDING ONE 141.0 FEET. TO ANOTHER
 LX6960'APPLE TREE JUST E OF THE PRECEDING ONE, 132.25 FEET, TO ANOTHER
 LX6960'APPLE TREE JUST E OF THE PRECEDING ONE, 13.75 FEET W OF FENCE,
 LX6960'128.5 FEET.  THIS LAST TREE IS 33 FEET N OF A FENCE RUNNING E
 LX6960'FROM A N-S FENCE, WHICH IS 191 FEET N OF A FENCE RUNNING W FROM
 LX6960'THE N-S FENCE.
 LX6960
 LX6960                          STATION RECOVERY (1935)
 LX6960
 LX6960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6960'THE STATION WAS RECOVERED AS DESCRIBED AND REMARKED AS FOLLOWS--A
 LX6960'STANDARD DISK WAS SET IN THE DRILL HOLE IN THE BOULDER AND LOWERED
 LX6960'18 INCHES FOR THE SUB-SURFACE MARK.  A STANDARD MARK WAS SET IN A
 LX6960'12- BY 12- BY 18-INCH BLOCK OF CONCRETE FLUSH WITH THE
 LX6960'GROUND.  REFERENCE MARK NO.1 IS A STANDARD DISK SET IN THE TOP OF
 LX6960'A 12- BY 12- BY 30-INCH CONCRETE POST FLUSH WITH THE GROUND N
 LX6960'85 DEG W OF THE STATION.  REFERENCE MARK NO.2 IS A STANDARD
 LX6960'DISK SET IN THE TOP OF A 12- BY 12- BY 30-INCH CONCRETE POST
 LX6960'FLUSH WITH THE GROUND NEAR THE FENCE N 10 DEG E OF THE
 LX6960'STATION.  ALL MARKS ARE ON THE PROPERTY OF C.M. BACON, WHO
 LX6960'LIVES IN THE OLD BACON HOMESTEAD.  THE HOMESTEAD HAS BEEN IN
 LX6960'THE BACON FAMILY FOR EIGHT GENERATIONS.  THE STATION IS REACHED
 LX6960'FROM MAIN STREET IN MIDDLETOWN, GO WESTERLY ON WASHINGTON
 LX6960'STREET ROUTE 14, 0.4 MILE, TURN RIGHT ON ROUTE 72 (BERLIN
 LX6960'ROAD), GO 0.75 MILE TO WESTFIELD STREET, GO WESTERLY ON
 LX6960'WESTFIELD STREET, 2.0 MILES.  THE STATION IS ON THE BARE HILL
 LX6960'1/4 MILE S OF THIS POINT.
 LX6960
 LX6960                          STATION RECOVERY (1972)
 LX6960
 LX6960'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX6960'WESTFIELD (1875-1935) EXCELLENT
 LX6960'
 LX6960'WESTFIELD RM 1 EXCELLENT
 LX6960'
 LX6960'WESTFIELD RM 2 POOR (TIPPED)
 LX6960'
 LX6960'STATION IS 118 FEET NORTHEAST OF C.P. CO. POLE 6130-C., AND
 LX6960'14 FEET E OF WIRE FENCE REMAINS.
 LX6960
 LX6960                          STATION RECOVERY (1976)
 LX6960
 LX6960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6960'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT HAD TO BE
 LX6960'LOWERED, DUE TO BEING IN A CULTIVATED FIELD.  REFERENCE MARKS 1
 LX6960'AND 2 WERE RECOVERED, BUT WERE FOUND LOOSE IN THE GROUND AND
 LX6960'LEANING AND WERE DESTROYED.  REFERENCE MARKS 3 AND 4
 LX6960'WERE SET AT
 LX6960'THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 LX6960'
 LX6960'THE STATION IS ABOUT 5 MILES SOUTHEAST OF BERLIN, 4 MILES
 LX6960'NORTHEAST OF EAST MERIDEN, 3-1/2 MILES WEST OF MIDDLETOWN, IN
 LX6960'THE EAST EDGE OF A CULTIVATED FIELD AND APPROXIMATELY 100 FEET
 LX6960'EAST OF A POWER LINE.  IT IS ON PROPERTY OWNED BY
 LX6960'MR. C. MARSDEN
 LX6960'BACON, 461 HIGBY ROAD, MIDDLETOWN, CONNECTICUT, PHONE NUMBER
 LX6960'346-5315.
 LX6960'
 LX6960'TO REACH THE STATION FROM THE JUNCTION OF STATE ROADS 9 AND 66
 LX6960'ON THE WEST EDGE OF THE CONNECTICUT RIVER IN MIDDLETOWN, GO
 LX6960'WEST ON STATE ROAD 66 FOR 0.75 MILE TO THE JUNCTION OF STATE
 LX6960'ROAD 72 ON THE RIGHT.  CONTINUE WEST ON HIGHWAY 66 FOR 2.2
 LX6960'MILES TO THE JUNCTION OF STATE ROAD 217 ON THE RIGHT.  CONTINUE
 LX6960'WEST ON HIGHWAY 66 FOR 0.55 MILE TO A SIDE ROAD ON THE RIGHT.
 LX6960'TURN RIGHT AND GO NORTH ON HIGBY ROAD FOR 1.1 MILES TO THE
 LX6960'FARM HOME OF MR. C. M. BACON ON THE LEFT.  CONTINUE NORTH ON
 LX6960'HIGBY ROAD FOR 0.1 MILE TO A CROSS ROAD AND VAN BUREN MOODY
 LX6960'SCHOOL STRAIGHT AHEAD.  TURN RIGHT AND GO EAST ON COUNTRY
 LX6960'CLUB ROAD FOR 0.1 MILE TO AN OPENING IN A FENCE ON THE RIGHT.
 LX6960'TURN RIGHT INTO A FIELD, THEN LEFT GOING EASTERLY UNDER A
 LX6960'POWER LINE FOR 0.05 MILE TO THE NORTHEAST CORNER OF THE FIELD.
 LX6960'TURN RIGHT GOING SOUTHERLY UPHILL IN THE EAST EDGE OF
 LX6960'THE CULTIVATED FIELD AND ALONG THE WEST EDGE OF A LINE OF
 LX6960'TREES THAT SEPERATES TWO FIELDS, FOR 0.25 MILE TO THE TOP OF
 LX6960'THE HILL AND THE STATION.
 LX6960'
 LX6960'THE STATION MARKS ARE STANDARD DISKS STAMPED---WESTFIELD 1875
 LX6960'1976---.  THE SURFACE DISK IS SET IN TOP OF AN IRREGULAR MASS
 LX6960'OF CONCRETE THAT IS 24 INCHES IN DIAMETER AND ABOUT 12 INCHES
 LX6960'UNDERGROUND.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 LX6960'IRREGULAR MASS OF CONCRETE THAT IS ABOUT 30 INCHES BELOW THE
 LX6960'GROUND SURFACE.  THEY ARE 69 FEET SOUTH-SOUTHWEST OF A METAL
 LX6960'WITNESS POST THAT IS AT REFERENCE MARK 3, 32 FEET
 LX6960'NORTH-NORTHEAST OF A 14-INCH TREE, 18 FEET WEST-NORTHWEST OF A
 LX6960'10-INCH TREE AND 12 FEET WEST OF THE EDGE OF A LINE OF TREES.
 LX6960'
 LX6960'REFERENCE MARK 3, STAMPED---WESTFIELD 1875 NO 3 1976---, IS A
 LX6960'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LX6960'FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET SOUTH OF THE
 LX6960'APPROXIMATE CENTER OF A CUT IN THE LINE OF TREES, 6 FEET
 LX6960'WEST-SOUTHWEST OF A 14-INCH TREE AND 1.8 FEET SOUTHWEST OF A
 LX6960'METAL WITNESS POST.
 LX6960'
 LX6960'REFERENCE MARK 4, STAMPED---WESTFIELD 1875 NO 4 1976---, IS A
 LX6960'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT IS
 LX6960'FLUSH WITH THE GROUND SURFACE.  IT IS 12 FEET WEST-NORTHWEST
 LX6960'OF A TWIN TRUNK TREE, 10 FEET WEST-SOUTHWEST OF AN 8-INCH TREE
 LX6960'AND 1.9 FEET NORTHWEST OF METAL WITNESS POST.
 LX6960'
 LX6960'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 LX6960'
 LX6960'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 26.6 METERS.
 LX6960'
 LX6960'DESCRIBED BY L.D. ACRES.
 LX6960
 LX6960                          STATION RECOVERY (1978)
 LX6960
 LX6960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6960'THE STATION MARK AND REFERENCE MARKS 3 AND 4 WERE RECOVERED
 LX6960'AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 LX6960'TO THE REFERENCE MARKS AGREED FAVORABLY WITH THE 1976 DATA.
 LX6960'A NEW WATER TANK HAS BEEN BUILT NEAR THE STATION SITE, THUS
 LX6960'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX6960'
 LX6960'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BERLIN, 4
 LX6960'MILES NORTHEAST OF EAST MERIDEN, 3-1/2 MILES WEST OF
 LX6960'MIDDLETOWN, IN THE EAST EDGE OF A CULTIVATED FIELD AND ABOUT
 LX6960'100 FEET EAST OF A POWER LINE.  IT IS ON PROPERTY OWNED BY
 LX6960'MR. C. MARSDEN BACON, PHONE NUMBER 346-5315.
 LX6960'
 LX6960'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 LX6960'9 AND 66 ON THE WEST EDGE OF THE CONNECTICUT RIVER IN
 LX6960'MIDDLETOWN, GO WEST ON STATE HIGHWAY 66 FOR 0.75 MILE TO THE
 LX6960'JUNCTION OF STATE HIGHWAY 72 ON THE RIGHT.  CONTINUE WEST
 LX6960'ON STATE HIGHWAY 66 FOR 2.2 MILES TO THE JUNCTION OF STATE
 LX6960'HIGHWAY 217 ON THE RIGHT.  CONTINUE WEST ON STATE HIGHWAY 66
 LX6960'FOR 0.55 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 LX6960'GO NORTH ON HIGBY ROAD FOR 1.1 MILES TO THE FARM HOME OF
 LX6960'MR. C. M. BACON ON THE LEFT.  CONTINUE NORTH ON HIGBY ROAD
 LX6960'FOR 0.1 MILE TO A CROSS ROAD AND VAN BUREN MOODY SCHOOL
 LX6960'STRAIGHT AHEAD.  TURN RIGHT AND GO EAST ON COUNTRY CLUB
 LX6960'ROAD FOR 0.1 MILE TO AN OPENING IN A FENCE ON THE RIGHT.
 LX6960'TURN RIGHT INTO A FIELD, THEN LEFT GOING EASTERLY UNDER
 LX6960'A POWER LINE FOR 0.05 MILE TO THE NORTHEAST CORNER OF THE
 LX6960'FIELD.  TURN RIGHT GOING SOUTHERLY UPHILL IN THE EAST EDGE OF
 LX6960'THE CULTIVATED FIELD AND ALONG THE WEST EDGE OF A LINE OF
 LX6960'TREES THAT SEPERATES TWO FIELDS, FOR 0.25 MILE TO
 LX6960'THE TOP OF THE HILL AND THE STATION.
 LX6960'
 LX6960'THE STATION MARKS, STAMPED---WESTFIELD 1875 1976---, ARE
 LX6960'STANDARD DISKS.  THE SURFACE DISK IS SET IN TOP OF AN
 LX6960'IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 24 INCHES IN
 LX6960'DIAMETER, ABOUT 12 INCHES BELOW THE GROUND SURFACE
 LX6960'AND HAS A METAL ROD DRIVEN IN THE GROUND BESIDE THE
 LX6960'MONUMENT.
 LX6960'IT IS 69 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST THAT
 LX6960'IS BY REFERENCE MARK 3, 26.5 FEET NORTHWEST OF THE SOUTHWEST
 LX6960'CORNER OF A WIRE FENCE THAT SURROUNDS A LARGE WATER TANK AND
 LX6960'13 FEET WEST-NORTHWEST OF THE WEST SIDE OF THE WIRE FENCE.
 LX6960'THE UNDERGROUND DISK IS SET IN TOP OF AN IRREGULAR MASS
 LX6960'OF CONCRETE WHICH IS ABOUT 30 INCHES BELOW THE GROUND
 LX6960'SURFACE.
 LX6960'
 LX6960'REFERENCE MARK 3, STAMPED---WESTFIELD 1875 NO 3 1976---, IS
 LX6960'A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX6960'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 LX6960'IT IS 31 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 LX6960'WIRE FENCE, 3.3 FEET WEST-NORTHWEST OF THE WEST SIDE OF THE
 LX6960'FENCE AND 1.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 LX6960'
 LX6960'REFERENCE MARK 4, STAMPED---WESTFIELD 1875 NO 4 1976---, IS
 LX6960'A STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 LX6960'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.
 LX6960'IT IS 45.5 FEET SOUTH OF THE SOUTHWEST CORNER OF THE FENCE,
 LX6960'10 FEET WEST-SOUTHWEST OF AND 8-INCH TREE, 12 FEET
 LX6960'WEST-NORTHWEST OF A TWIN-TRUNKED TREE AND 1.9 FEET NORTHWEST
 LX6960'OF A METAL WITNESS POST.
 LX6960'
 LX6960'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6960'
 LX6960'HEIGHT OF THE LIGHT ABOVE THE STATION MARK WAS 26.6 METERS.
 LX6960'
 LX6960'DESCRIBED BY PRESTON C. OSLEY JR.
 LX6960'
 LX6960'CHECKED BY LLOYD D. ACRES.
 LX6960
 LX6960                          STATION RECOVERY (1981)
 LX6960
 LX6960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX6960'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED IN GOOD
 LX6960'CONDITION.  AN ADEQUATE ANGLE CHECK AND MEASUREMENTS WERE MADE
 LX6960'BETWEEN THE REFERENCE MARKS.
 LX6960'THE STATION IS LOCATED 8.0 KM (5.0 MI) SOUTHEAST OF BERLIN,
 LX6960'6.4 KM (4.0 MI) NORTHEAST OF EAST MERIDEN AND 5.6 KM (3.5 MI)
 LX6960'WEST OF MIDDLETOWN, NEAR EAST EDGE OF A FIELD.
 LX6960'OWNERSHIP--C MARSDEN BACON, 461 HIGBY ROAD,
 LX6960'MIDDLETOWN CT. PHONE 346-5315.
 LX6960'
 LX6960'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 66
 LX6960'IN MIDDLETOWN.  GO WEST ON HIGHWAY 66 FOR 1.2 KM (0.75 MI) TO THE
 LX6960'JUNCTION OF STATE HIGHWAY 72 ON THE RIGHT.  CONTINUE WEST ON
 LX6960'HIGHWAY 66 FOR 3.5 KM (2.2 MI) TO THE JUNCTION OF STATE HIGHWAY
 LX6960'217 ON THE RIGHT, CONTINUE WEST ON HIGHWAY 66 FOR 0.9 KM (0.55 MI)
 LX6960'TO A SIDE ROAD RIGHT (HIGBY ROAD).  TURN RIGHT, NORTH ON
 LX6960'HIGBY ROAD AND GO FOR 1.8 KM (1.1 MI) TO MR. BACONS HOME ON THE
 LX6960'RIGHT, CONTINUE NORTH FOR 0.2 KM (0.1 MI) TO AN INTERSECTION
 LX6960'(COUNTRY CLUB ROAD).  TURN RIGHT, EAST ON COUNTRY CLUB ROAD AND GO
 LX6960'FOR 0.2 KM (0.1 MI) TO AN OPENING IN THE FENCE ON THE RIGHT.  TURN
 LX6960'RIGHT SOUTH, INTO FIELD AND THEN EASTERLY AND GO FOR 0.1 KM
 LX6960'(0.05 MI) TO NORTHEAST CORNER OF FIELD.  TURN RIGHT, SOUTH UPHILL
 LX6960'AND GO ALONG EAST EDGE OF FIELD FOR 0.4 KM (0.25 MI) TO THE
 LX6960'STATION WEST FROM A WATER TANK.
 LX6960'
 LX6960'THE STATION IS A STANDARD NGS DISK
 LX6960'STAMPED---WESTFIELD 1875---,
 LX6960'SET INTO AN IRREGULAR MASS OF CONCRETE 0.30 METER BELOW THE
 LX6960'GROUND SURFACE.
 LX6960'IT IS LOCATED
 LX6960'21.0 METERS (69.0 FT) SOUTH-SOUTHWEST FROM A METAL WITNESS POST,
 LX6960'8.1 METERS (26.6 FT) NORTHWEST FROM THE SOUTHWEST CORNER OF A
 LX6960'CHAINLINK FENCE AROUND THE WATER TANK AND
 LX6960'4.0 METERS (13.1 FT) WEST-NORTHWEST FROM  A CHAINLINK FENCE.
 LX6960'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 LX6960'OF CONCRETE 0.8 METER BELOW THE GROUND.
 LX6960'
 LX6960'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX6960'STAMPED---WESTFIELD 1875 NO 3 1976---,
 LX6960'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6960'FLUSH WITH GROUND.  IT IS LOCATED
 LX6960'9.45 METERS (31.0 FT) SOUTH-SOUTHWEST FROM THE NORTHWEST CORNER
 LX6960'OF THE CHAINLINK FENCE,
 LX6960'1.01 METERS (3.3 FT) WEST-NORTHWEST FROM THE CHAINLINK FENCE AND
 LX6960'0.55 METERS (1.8 FT) SOUTHWEST FROM A METAL WITNESS POST.
 LX6960'MARK IS LEVEL WITH STATION.
 LX6960'
 LX6960'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX6960'STAMPED---WESTFIELD 1875 NO 4 1976---,
 LX6960'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6960'FLUSH WITH GROUND.  IT IS LOCATED
 LX6960'13.87 METERS (45.5 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE
 LX6960'FENCE,
 LX6960'3.66 METERS (12.0 FT) WEST-NORTHWEST FROM A TWIN-TRUNKED TREE,
 LX6960'3.05 METERS (10.0 FT) WEST-SOUTHWEST FROM A 20 CENTIMETER AND
 LX6960'0.58 METER (1.9 FT) NORTHWEST FROM A METAL WITNESS POST.
 LX6960'MARK IS LEVEL WITH STATION.
 LX6960'
 LX6960'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 18.4 METERS.
 LX6960'NO SUITABE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7489 ***********************************************************************
 LX7489  DESIGNATION -  WESTPORT
 LX7489  PID         -  LX7489
 LX7489  STATE/COUNTY-  CT/FAIRFIELD
 LX7489  USGS QUAD   -  WESTPORT (1975)
 LX7489
 LX7489                         *CURRENT SURVEY CONTROL
 LX7489  ___________________________________________________________________
 LX7489* NAD 83(1996)-  41 09 29.76395(N)    073 19 51.36254(W)     ADJUSTED  
 LX7489* NAVD 88     -        70.5    (meters)     231.     (feet)  VERTCON   
 LX7489  ___________________________________________________________________
 LX7489  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LX7489  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX7489
 LX7489  HORZ ORDER  -  FIRST
 LX7489
 LX7489.The horizontal coordinates were established by classical geodetic methods
 LX7489.and adjusted by the National Geodetic Survey in August 1998..
 LX7489
 LX7489.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7489
 LX7489.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7489
 LX7489.The geoid height was determined by GEOID03.
 LX7489
 LX7489;                    North         East     Units Scale Factor Converg.
 LX7489;SPC CT       -   188,650.440   256,040.869   MT  1.00000448   -0 23 06.7
 LX7489;SPC CT       -   618,930.65    840,027.42   sFT  1.00000448   -0 23 06.7
 LX7489;UTM  18      - 4,557,669.137   640,037.380   MT  0.99984135   +1 05 55.2
 LX7489
 LX7489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7489!SPC CT       -   0.99999362  x   1.00000448  =   0.99999810
 LX7489!UTM  18      -   0.99999362  x   0.99984135  =   0.99983497
 LX7489
 LX7489|---------------------------------------------------------------------|
 LX7489| PID    Reference Object                     Distance      Geod. Az  |
 LX7489|                                                           dddmmss.s |
 LX7489| CR9153 WESTPORT RM 2                        29.199 METERS 08404     |
 LX7489| CR9152 WESTPORT RM 1                        22.749 METERS 34039     |
 LX7489|---------------------------------------------------------------------|
 LX7489
 LX7489                          SUPERSEDED SURVEY CONTROL
 LX7489
 LX7489  NAD 83(1992)-  41 09 29.76313(N)    073 19 51.36183(W) AD(       ) 1
 LX7489  NAD 83(1986)-  41 09 29.76622(N)    073 19 51.36248(W) AD(       ) 1
 LX7489  NAD 83(1986)-  41 09 29.76679(N)    073 19 51.36200(W) AD(       ) 1
 LX7489  NGVD 29 (10/23/89)   70.9    (m)          233.     (f) VERT ANG       
 LX7489
 LX7489.Superseded values are not recommended for survey control.
 LX7489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7489.See file dsdata.txt to determine how the superseded data were derived.
 LX7489
 LX7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4003757669(NAD 83)
 LX7489_MARKER: DS = TRIANGULATION STATION DISK
 LX7489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7489+STABILITY: SURFACE MOTION
 LX7489
 LX7489  HISTORY     - Date     Condition        Report By
 LX7489  HISTORY     - 1983     MONUMENTED       NGS
 LX7489
 LX7489                          STATION DESCRIPTION
 LX7489
 LX7489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7489'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHEAST OF
 LX7489'WESTPORT, 2.4 KM (1.5 MI) EAST OF THE JUNCTION OF STATE
 LX7489'HIGHWAYS 15 (MERRITT PARKWAY) AND 57, 1.2 KM (0.75 MI)
 LX7489'SOUTHEAST OF THE MERRITT PARKWAY, 0.6 KM (0.4 MI) NORTH OF
 LX7489'STAPLES HIGH SCHOOL, ON AN ABANDONED MILITARY RESERVATION
 LX7489'NOW OWNED BY THE TOWN OF WESTPORT.
 LX7489'OWNERSHIP--COMPTROLLER, TOWN OF WESTPORT, 110 MYRTLE AVENUE,
 LX7489'WESTPORT CT 06880, PHONE 203-226-8511.
 LX7489'
 LX7489'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 15 AND 57
 LX7489'(EXIT 42), GO SOUTHEAST ON HIGHWAY 57 FOR 0.2 KM (0.1 MI)
 LX7489'TO A FORK.  KEEP LEFT FOR 0.5 KM (0.35 MI) TO A T-ROAD.
 LX7489'TURN LEFT, NORTHEAST, FOR 1.5 KM (0.95 MI)
 LX7489'TO A CROSSROAD (NORTH AVENUE).  TURN RIGHT, SOUTHEAST, FOR
 LX7489'0.6 KM (0.4 MI) TO A ROAD RIGHT (REIMER ROAD) AND A PAVED
 LX7489'ROAD LEFT WITH A CYCLONE FENCE AND GATE.  TURN LEFT, UPGRADE,
 LX7489'FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 LX7489'
 LX7489'THE STATION IS A STANDARD NGS DISK
 LX7489'STAMPED---WESTPORT 1983---,
 LX7489'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7489'FLUSH WITH GROUND.  IT IS LOCATED
 LX7489'32.5 METERS (106.6 FT) EAST-SOUTHEAST FROM UTILITY POLE 25443,
 LX7489'22.95 METERS (75.3 FT) SOUTH FROM A FENCE CORNER,
 LX7489'14.6 METERS (47.9 FT) WEST FROM A FENCE CORNER AND
 LX7489'1.5 METERS (5.4 FT) NORTHEAST FROM A WITNESS POST.
 LX7489'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7489'STAMPED---WESTPORT 1983---,
 LX7489'TO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7489'
 LX7489'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7489'STAMPED---WESTPORT NO 1 1983---,
 LX7489'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7489'FLUSH WITH GROUND.  IT IS LOCATED
 LX7489'5.16 METERS (16.9 FT) NORTHWEST FROM CENTER OF A GATE AND
 LX7489'0.33 METER (1.1 FT) EAST-NORTHEAST FROM A FENCE CORNER.
 LX7489'MARK IS BELOW STATION 0.5 METER.
 LX7489'
 LX7489'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7489'STAMPED---WESTPORT NO 2 1983---,
 LX7489'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7489'FLUSH WITH GROUND.  IT IS LOCATED
 LX7489'14.9 METERS (48.9 FT) EAST-SOUTHEAST FROM A FENCE CORNER,
 LX7489'0.35 METER (1.2 FT) SOUTH FROM A FENCE,
 LX7489'0.45 METER (1.5 FT) SOUTHWEST FROM A WITNESS POST.
 LX7489'MARK IS LEVEL WITH STATION.
 LX7489'
 LX7489'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BLOCKED BY FENCE.
 LX7489'NO SUITABLE LOCATION FOR A LONG REFERENCE OR AZIMUTH MARK.
 LX7489'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX7489'
 LX7489'DESCRIBED BY R.T. WOODRUFF, TYPED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7039 ***********************************************************************
 LX7039  DESIGNATION -  WETHERSFIELD COUNTRY CLUB FLAG
 LX7039  PID         -  LX7039
 LX7039  STATE/COUNTY-  CT/HARTFORD
 LX7039  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7039
 LX7039                         *CURRENT SURVEY CONTROL
 LX7039  ___________________________________________________________________
 LX7039* NAD 83(1996)-  41 41 21.36774(N)    072 40 32.19482(W)     ADJUSTED  
 LX7039* NAVD 88     -                                                        
 LX7039  ___________________________________________________________________
 LX7039  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 LX7039  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7039
 LX7039  HORZ ORDER  -  THIRD
 LX7039
 LX7039.The horizontal coordinates were established by classical geodetic methods
 LX7039.and adjusted by the National Geodetic Survey in August 1998..
 LX7039
 LX7039
 LX7039.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7039
 LX7039.The geoid height was determined by GEOID03.
 LX7039
 LX7039;                    North         East     Units Scale Factor Converg.
 LX7039;SPC CT       -   247,462.622   310,993.716   MT  0.99998682   +0 02 57.6
 LX7039;SPC CT       -   811,883.62  1,020,318.55   sFT  0.99998682   +0 02 57.6
 LX7039;UTM  18      - 4,617,887.459   693,440.367   MT  1.00006049   +1 32 47.1
 LX7039
 LX7039                          SUPERSEDED SURVEY CONTROL
 LX7039
 LX7039  NAD 83(1996)-  41 41 21.36717(N)    072 40 32.19512(W) AD(       ) 4
 LX7039  NAD 83(1992)-  41 41 21.36727(N)    072 40 32.19505(W) AD(       ) 4
 LX7039  NAD 83(1992)-  41 41 21.36893(N)    072 40 32.19663(W) AD(       ) 4
 LX7039  NAD 83(1986)-  41 41 21.36913(N)    072 40 32.19656(W) AD(       ) 4
 LX7039  NAD 27      -  41 41 21.00500(N)    072 40 33.86200(W) AD(       ) 3
 LX7039
 LX7039.Superseded values are not recommended for survey control.
 LX7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7039.See file dsdata.txt to determine how the superseded data were derived.
 LX7039
 LX7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9344017887(NAD 83)
 LX7039
 LX7039  HISTORY     - Date     Condition        Report By
 LX7039  HISTORY     - 1935     MONUMENTED       CGS
 LX7039  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX7039
 LX7039                          STATION DESCRIPTION
 LX7039
 LX7039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7039'THE WETHERSFIELD COUNTRY CLUB IS ON TOP OF A HILL IN THE
 LX7039'SOUTHWESTERLY PART OF THE TOWN AND IS W OF GRISWOLD ROAD.  THE
 LX7039'CLUBHOUSE IS A 1 1/2-STORY FRAME BUILDING WITH A STONE CHIMNEY IN
 LX7039'THE RIDGE POLE NEAR THE N END OF THE BUILDING.  THE FLAGPOLE IS
 LX7039'IN THE CENTER OF A SMALL PLOT SURROUNDED BY A HEDGE NORTHEASTERLY
 LX7039'OF THE CLUBHOUSE AND ACROSS THE DRIVE FROM IT.  THE DRIVE
 LX7039'CIRCLES THE HEDGE.  THE STATION IS THE CENTER LINE OF THE POLE.
 LX7039'HEIGHT ABOUT 75 FEET.
 LX7039
 LX7039                          STATION RECOVERY (1942)
 LX7039
 LX7039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (HJB)
 LX7039'RECOVERED, IN GOOD CONDITION, AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7018 ***********************************************************************
 LX7018  DESIGNATION -  WETHERSFIELD FIRST CONG CH
 LX7018  PID         -  LX7018
 LX7018  STATE/COUNTY-  CT/HARTFORD
 LX7018  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7018
 LX7018                         *CURRENT SURVEY CONTROL
 LX7018  ___________________________________________________________________
 LX7018* NAD 83(1996)-  41 42 46.52764(N)    072 39 07.92204(W)     ADJUSTED  
 LX7018* NAVD 88     -                                                        
 LX7018  ___________________________________________________________________
 LX7018  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 LX7018  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX7018
 LX7018  HORZ ORDER  -  THIRD
 LX7018
 LX7018.The horizontal coordinates were established by classical geodetic methods
 LX7018.and adjusted by the National Geodetic Survey in August 1998..
 LX7018
 LX7018
 LX7018.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7018
 LX7018.The geoid height was determined by GEOID03.
 LX7018
 LX7018;                    North         East     Units Scale Factor Converg.
 LX7018;SPC CT       -   250,091.889   312,939.585   MT  0.99998802   +0 03 53.4
 LX7018;SPC CT       -   820,509.81  1,026,702.62   sFT  0.99998802   +0 03 53.4
 LX7018;UTM  18      - 4,620,566.887   695,317.007   MT  1.00006947   +1 33 45.8
 LX7018
 LX7018                          SUPERSEDED SURVEY CONTROL
 LX7018
 LX7018  NAD 83(1996)-  41 42 46.52711(N)    072 39 07.92220(W) AD(       ) 4
 LX7018  NAD 83(1992)-  41 42 46.52726(N)    072 39 07.92223(W) AD(       ) 4
 LX7018  NAD 83(1992)-  41 42 46.52877(N)    072 39 07.92375(W) AD(       ) 4
 LX7018  NAD 83(1986)-  41 42 46.52899(N)    072 39 07.92364(W) AD(       ) 4
 LX7018  NAD 27      -  41 42 46.16700(N)    072 39 09.59700(W) AD(       ) 3
 LX7018
 LX7018.Superseded values are not recommended for survey control.
 LX7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7018.See file dsdata.txt to determine how the superseded data were derived.
 LX7018
 LX7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9531720567(NAD 83)
 LX7018
 LX7018  HISTORY     - Date     Condition        Report By
 LX7018  HISTORY     - 1875     MONUMENTED       CGS
 LX7018  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7018  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX7018  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX7018  HISTORY     - 1984     GOOD             USPSQD
 LX7018
 LX7018                          STATION DESCRIPTION
 LX7018
 LX7018'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7018'THE FIRST CHRIST CONGREGATIONAL CHURCH IS ON THE E SIDE OF MAIN
 LX7018'STREET.  THE CHURCH IS A BRICK STRUCTURE WITH A BROWN SANDSTONE
 LX7018'BASE AND WAS ERECTED IN 1761.  THE ROOF IS VERY STEEP AND MADE
 LX7018'OF SLATE.  THE SPIRE IS SQUARE AT THE BASE AND MADE OF BRICK.  IT
 LX7018'IS IN THE FRONT CENTER OF THE CHURCH.  THE UPPER PART OF THE
 LX7018'SPIRE IS OCTAGONAL WITH THE LOWER TWO SECTIONS SQUARE AND MADE
 LX7018'OF WOOD.  THERE ARE CLOCK FACES IN THE BRICK PART OF THE SPIRE.
 LX7018'THE OCTAGONAL SECTION IS ALSO WOOD.  THE STATION IS THE APEX OF
 LX7018'THE SPIRE BELOW THE GOLDEN WEATHER VANE.  HEIGHT ABOUT 150
 LX7018'FEET.
 LX7018
 LX7018                          STATION RECOVERY (1969)
 LX7018
 LX7018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX7018'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY G.C.M. IN
 LX7018'1935.  THE CHURCH IS ON THE EAST SIDE OF MAIN STREET.
 LX7018
 LX7018                          STATION RECOVERY (1978)
 LX7018
 LX7018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7018'THE STATION IS THE TOP CENTER OF THE WETHERSFIELD FIRST
 LX7018'CONGREGATIONAL CHURCH SPIRE.  IT IS WHITE IN COLOR WITH A
 LX7018'GOLD WETHER VAND AND BALL ATTACHED TO IT TOP.  THE BRICK PART
 LX7018'OF THE SPIRE HAS CLOCK FACES MOUNTED IN ITS SIDES, THE
 LX7018'BUILDING IS RED BRICK AND IS APPROXIMATELY 150 FEET IN
 LX7018'HEIGHT.  IT IS LOCATED ON THE EAST SIDE OF MAIN STREET
 LX7018'IN THE CENTER OF WETHERSFIELD.
 LX7018'
 LX7018'THE STATION WAS PREVIOUSLY LISTED AS WETHERSFIELD FIRST CONG
 LX7018'CHURCH SPIRE.
 LX7018'
 LX7018'IT IS ON PROPERTY OWNED BY THE FIRST CONGREGATIONAL CHURCH OF
 LX7018'WETHERSFIELD.
 LX7018
 LX7018                          STATION RECOVERY (1984)
 LX7018
 LX7018'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7018'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED BY GCM IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7017 ***********************************************************************
 LX7017  DESIGNATION -  WETHERSFIELD FLAGSTAFF
 LX7017  PID         -  LX7017
 LX7017  STATE/COUNTY-  CT/HARTFORD
 LX7017  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7017
 LX7017                         *CURRENT SURVEY CONTROL
 LX7017  ___________________________________________________________________
 LX7017* NAD 83(1996)-  41 42 45.83472(N)    072 39 09.33850(W)     ADJUSTED  
 LX7017* NAVD 88     -                                                        
 LX7017  ___________________________________________________________________
 LX7017  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 LX7017  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX7017
 LX7017  HORZ ORDER  -  THIRD
 LX7017
 LX7017.The horizontal coordinates were established by classical geodetic methods
 LX7017.and adjusted by the National Geodetic Survey in August 1998..
 LX7017
 LX7017
 LX7017.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7017
 LX7017.The geoid height was determined by GEOID03.
 LX7017
 LX7017;                    North         East     Units Scale Factor Converg.
 LX7017;SPC CT       -   250,070.474   312,906.865   MT  0.99998801   +0 03 52.5
 LX7017;SPC CT       -   820,439.55  1,026,595.27   sFT  0.99998801   +0 03 52.5
 LX7017;UTM  18      - 4,620,544.622   695,284.855   MT  1.00006931   +1 33 44.8
 LX7017
 LX7017                          SUPERSEDED SURVEY CONTROL
 LX7017
 LX7017  NAD 83(1996)-  41 42 45.83409(N)    072 39 09.33876(W) AD(       ) 4
 LX7017  NAD 83(1992)-  41 42 45.83430(N)    072 39 09.33866(W) AD(       ) 4
 LX7017  NAD 83(1992)-  41 42 45.83583(N)    072 39 09.34032(W) AD(       ) 4
 LX7017  NAD 83(1986)-  41 42 45.83620(N)    072 39 09.34011(W) AD(       ) 4
 LX7017  NAD 27      -  41 42 45.45800(N)    072 39 11.00000(W) AD(       ) 3
 LX7017
 LX7017.Superseded values are not recommended for survey control.
 LX7017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7017.See file dsdata.txt to determine how the superseded data were derived.
 LX7017
 LX7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9528520545(NAD 83)
 LX7017
 LX7017  HISTORY     - Date     Condition        Report By
 LX7017  HISTORY     - UNK      MONUMENTED
 LX7017  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7017  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7017
 LX7017                          STATION DESCRIPTION
 LX7017
 LX7017'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7017'THE ORIGINAL POLE HAS BEEN REMOVED AND A NEW ONE ESTABLISHED IN
 LX7017'APPROXIMATELY THE SAME LOCATION.
 LX7017'
 LX7017'IT WAS NOT RE-DETERMINED IN 1935.
 LX7017
 LX7017                          STATION RECOVERY (1948)
 LX7017
 LX7017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7017'UPON VIEWING A PICTURE TAKEN OF THE OLD FLAGSTAFF AND BUILDINGS
 LX7017'NEARBY, IT CAN BE SEEN THAT THIS FLAGSTAFF HAS BEEN MOVED AT LEAST
 LX7017'25 FEET.  THEREFORE, IT IS RECOMMENDED THAT THIS STATION BE SHOWN
 LX7017'AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7012 ***********************************************************************
 LX7012  DESIGNATION -  WETHERSFIELD GRISWOLDS SEEDHSE
 LX7012  PID         -  LX7012
 LX7012  STATE/COUNTY-  CT/HARTFORD
 LX7012  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7012
 LX7012                         *CURRENT SURVEY CONTROL
 LX7012  ___________________________________________________________________
 LX7012* NAD 83(1996)-  41 41 00.06141(N)    072 39 51.80314(W)     ADJUSTED  
 LX7012* NAVD 88     -                                                        
 LX7012  ___________________________________________________________________
 LX7012  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LX7012  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX7012
 LX7012  HORZ ORDER  -  THIRD
 LX7012
 LX7012.The horizontal coordinates were established by classical geodetic methods
 LX7012.and adjusted by the National Geodetic Survey in August 1998..
 LX7012
 LX7012
 LX7012.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7012
 LX7012.The geoid height was determined by GEOID03.
 LX7012
 LX7012;                    North         East     Units Scale Factor Converg.
 LX7012;SPC CT       -   246,806.153   311,928.441   MT  0.99998654   +0 03 24.4
 LX7012;SPC CT       -   809,729.85  1,023,385.23   sFT  0.99998654   +0 03 24.4
 LX7012;UTM  18      - 4,617,255.585   694,391.996   MT  1.00006504   +1 33 13.3
 LX7012
 LX7012                          SUPERSEDED SURVEY CONTROL
 LX7012
 LX7012  NAD 83(1996)-  41 41 00.06082(N)    072 39 51.80326(W) AD(       ) 4
 LX7012  NAD 83(1992)-  41 41 00.06094(N)    072 39 51.80328(W) AD(       ) 4
 LX7012  NAD 83(1992)-  41 41 00.06259(N)    072 39 51.80490(W) AD(       ) 4
 LX7012  NAD 83(1986)-  41 41 00.06277(N)    072 39 51.80484(W) AD(       ) 4
 LX7012  NAD 27      -  41 40 59.69700(N)    072 39 53.47000(W) AD(       ) 3
 LX7012
 LX7012.Superseded values are not recommended for survey control.
 LX7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7012.See file dsdata.txt to determine how the superseded data were derived.
 LX7012
 LX7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9439217256(NAD 83)
 LX7012
 LX7012  HISTORY     - Date     Condition        Report By
 LX7012  HISTORY     - UNK      FIRST OBSERVED
 LX7012  HISTORY     - 1935     GOOD             CGS
 LX7012  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX7012
 LX7012                          STATION DESCRIPTION
 LX7012
 LX7012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7012'THERE IS NO PREVIOUS DESCRIPTION OF THIS POINT.  IT WAS NOT
 LX7012'RE-DETERMINED IN 1935.
 LX7012'
 LX7012'THE BUILDING IS NOW THE PROPERTY OF F.I. GRISWOLD.  IT IS
 LX7012'LOCATED ON THE E SIDE OF MAPLE STREET 0.2 MILE N OF THE
 LX7012'WETHERSFIELD-ROCKY HILL TOWN LINE.
 LX7012'
 LX7012'BUILDING IS A TWO-STORY FRAME STRUCTURE WITH RED METAL ROOF.  ITS
 LX7012'W FACE IS 13 METERS E OF THE CENTER LINE OF MAPLE STREET.  THE
 LX7012'GABLES FACE E AND W.  THERE IS A SQUARE WOODEN CUPOLA IN THE
 LX7012'MIDDLE OF THE ROOF.  CUPOLA HAS DOUBLE SHUTTERED WINDOWS IN EACH
 LX7012'SIDE.  CUPOLA ROOF ENDS IN A WOODEN FINIAL WITH LIGHTNING ROD.
 LX7012'
 LX7012'THE VANE ON THE FINIAL HAS DISAPPEARED.
 LX7012
 LX7012                          STATION RECOVERY (1984)
 LX7012
 LX7012'RECOVERY NOTE BY US POWER SQUADRON 1984 (WW)
 LX7012'SEED HOUSE NO LONGER IN EXISTANCE - MAPLE HILL CONVELECENT HOSPITAL
 LX7012'NOW ON OLD LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7014 ***********************************************************************
 LX7014  DESIGNATION -  WETHERSFIELD MEGGATS SEEDHOUSE
 LX7014  PID         -  LX7014
 LX7014  STATE/COUNTY-  CT/HARTFORD
 LX7014  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7014
 LX7014                         *CURRENT SURVEY CONTROL
 LX7014  ___________________________________________________________________
 LX7014* NAD 83(1996)-  41 42 55.52238(N)    072 39 19.80765(W)     ADJUSTED  
 LX7014* NAVD 88     -                                                        
 LX7014  ___________________________________________________________________
 LX7014  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LX7014  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7014
 LX7014  HORZ ORDER  -  THIRD
 LX7014
 LX7014.The horizontal coordinates were established by classical geodetic methods
 LX7014.and adjusted by the National Geodetic Survey in August 1998..
 LX7014
 LX7014
 LX7014.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7014
 LX7014.The geoid height was determined by GEOID03.
 LX7014
 LX7014;                    North         East     Units Scale Factor Converg.
 LX7014;SPC CT       -   250,369.086   312,664.522   MT  0.99998816   +0 03 45.6
 LX7014;SPC CT       -   821,419.24  1,025,800.19   sFT  0.99998816   +0 03 45.6
 LX7014;UTM  18      - 4,620,836.821   695,034.769   MT  1.00006811   +1 33 38.1
 LX7014
 LX7014                          SUPERSEDED SURVEY CONTROL
 LX7014
 LX7014  NAD 83(1996)-  41 42 55.52187(N)    072 39 19.80778(W) AD(       ) 4
 LX7014  NAD 83(1992)-  41 42 55.52202(N)    072 39 19.80781(W) AD(       ) 4
 LX7014  NAD 83(1992)-  41 42 55.52351(N)    072 39 19.80934(W) AD(       ) 4
 LX7014  NAD 83(1986)-  41 42 55.52375(N)    072 39 19.80927(W) AD(       ) 4
 LX7014  NAD 27      -  41 42 55.15800(N)    072 39 21.47800(W) AD(       ) 3
 LX7014
 LX7014.Superseded values are not recommended for survey control.
 LX7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7014.See file dsdata.txt to determine how the superseded data were derived.
 LX7014
 LX7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9503520837(NAD 83)
 LX7014
 LX7014  HISTORY     - Date     Condition        Report By
 LX7014  HISTORY     - UNK      MONUMENTED
 LX7014  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7014  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7014
 LX7014                          STATION DESCRIPTION
 LX7014
 LX7014'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7014'NOW USED AS THE WETHERSFIELD CATHOLIC CHURCH.
 LX7014'
 LX7014'IT IS LOCATED ON THE NORTHEASTERLY SIDE OF HARTFORD AVENUE
 LX7014'ALMOST DIRECTLY ACROSS FROM THE END OF WILLARD STREET.
 LX7014'
 LX7014'THE BUILDING IS A 2-1/2 STORY FRAME STRUCTURE PAINTED YELLOW
 LX7014'WITH WHITE TRIM.
 LX7014'
 LX7014'THERE IS A SQUARE WOODEN CUPOLA IN THE MIDDLE OF THE ROOF.  CUPOLA
 LX7014'HAS DOUBLE, ARCHED WINDOWS IN EACH SIDE.  CUPOLA ROOF CURVES UP
 LX7014'TO A SUBSTANTIAL WOODEN FINIAL AT THE APEX.
 LX7014'
 LX7014'CENTER IS THIS FINIAL.
 LX7014'
 LX7014'IT WAS NOT RE-DETERMINED IN 1935.
 LX7014
 LX7014                          STATION RECOVERY (1948)
 LX7014
 LX7014'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7014'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7040 ***********************************************************************
 LX7040  DESIGNATION -  WETHERSFIELD RIDGE RD SCH CUP
 LX7040  PID         -  LX7040
 LX7040  STATE/COUNTY-  CT/HARTFORD
 LX7040  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7040
 LX7040                         *CURRENT SURVEY CONTROL
 LX7040  ___________________________________________________________________
 LX7040* NAD 83(1996)-  41 42 20.55937(N)    072 41 20.13834(W)     ADJUSTED  
 LX7040* NAVD 88     -                                                        
 LX7040  ___________________________________________________________________
 LX7040  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 LX7040  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX7040
 LX7040  HORZ ORDER  -  THIRD
 LX7040
 LX7040.The horizontal coordinates were established by classical geodetic methods
 LX7040.and adjusted by the National Geodetic Survey in August 1998..
 LX7040
 LX7040
 LX7040.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7040
 LX7040.The geoid height was determined by GEOID03.
 LX7040
 LX7040;                    North         East     Units Scale Factor Converg.
 LX7040;SPC CT       -   249,287.913   309,883.712   MT  0.99998764   +0 02 25.8
 LX7040;SPC CT       -   817,872.09  1,016,676.81   sFT  0.99998764   +0 02 25.8
 LX7040;UTM  18      - 4,619,683.249   692,282.965   MT  1.00005500   +1 32 16.9
 LX7040
 LX7040                          SUPERSEDED SURVEY CONTROL
 LX7040
 LX7040  NAD 83(1996)-  41 42 20.55874(N)    072 41 20.13847(W) AD(       ) 4
 LX7040  NAD 83(1992)-  41 42 20.55891(N)    072 41 20.13855(W) AD(       ) 4
 LX7040  NAD 83(1992)-  41 42 20.56051(N)    072 41 20.14001(W) AD(       ) 4
 LX7040  NAD 83(1986)-  41 42 20.56077(N)    072 41 20.13998(W) AD(       ) 4
 LX7040  NAD 27      -  41 42 20.19800(N)    072 41 21.80000(W) AD(       ) 3
 LX7040
 LX7040.Superseded values are not recommended for survey control.
 LX7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7040.See file dsdata.txt to determine how the superseded data were derived.
 LX7040
 LX7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9228319683(NAD 83)
 LX7040_MARKER: 86 = CUPOLA
 LX7040
 LX7040  HISTORY     - Date     Condition        Report By
 LX7040  HISTORY     - 1935     FIRST OBSERVED   CGS
 LX7040  HISTORY     - 1984     GOOD             USPSQD
 LX7040
 LX7040                          STATION DESCRIPTION
 LX7040
 LX7040'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7040'THE SCHOOL IS ON THE RIDGE ROAD ABOUT 1-1/2 MILES W OF ROUTE 9
 LX7040'IN WETHERSFIELD.  IT IS ON THE W SIDE OF THE STREET THAT RUNS
 LX7040'ALONG THE CREST OF THE HILL AND KNOWN AS RIDGE ROAD.
 LX7040'
 LX7040'THE SCHOOL IS A TWO-STORY BROWN BRICK STRUCTURE WITH A BASEMENT
 LX7040'AND A SLATE COVERED HIP ROOF.  THERE IS A BRICK CHIMNEY ON THE
 LX7040'N SLOPE OF THE ROOF.
 LX7040'
 LX7040'THE CUPOLA IS OCTAGONAL WITH LOUVRES AND IS SURMOUNTED BY A
 LX7040'FINIAL.  IT IS IN THE CENTER OF THE BUILDING.
 LX7040'
 LX7040'THE STATION IS THE CENTER LINE OF THE CUPOLA.  HEIGHT ABOUT 75
 LX7040'FEET.
 LX7040
 LX7040                          STATION RECOVERY (1984)
 LX7040
 LX7040'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7040'STATION RECOVERED IN FAIR CONDITION.  IT IS LOCATED ON THE CORNER OF
 LX7040'RIDGE ROAD AND CREST STREET.  ON WEST SIDE OF RIDGE ROAD.  IT IS NOW
 LX7040'CALLED THE COL. JOHN CHESTER SCHOOL.
 LX7040'
 LX7040'PROPERTY HAS BEEN SOLD BY THE TOWN AND SCHOOL IS SCHEDULED TO BE
 LX7040'TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7013 ***********************************************************************
 LX7013  DESIGNATION -  WETHERSFIELD SCHOOL CUPOLA
 LX7013  PID         -  LX7013
 LX7013  STATE/COUNTY-  CT/HARTFORD
 LX7013  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7013
 LX7013                         *CURRENT SURVEY CONTROL
 LX7013  ___________________________________________________________________
 LX7013* NAD 83(1996)-  41 42 36.88295(N)    072 39 51.58623(W)     ADJUSTED  
 LX7013* NAVD 88     -                                                        
 LX7013  ___________________________________________________________________
 LX7013  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 LX7013  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7013
 LX7013  HORZ ORDER  -  THIRD
 LX7013
 LX7013.The horizontal coordinates were established by classical geodetic methods
 LX7013.and adjusted by the National Geodetic Survey in August 1998..
 LX7013
 LX7013
 LX7013.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7013
 LX7013.The geoid height was determined by GEOID03.
 LX7013
 LX7013;                    North         East     Units Scale Factor Converg.
 LX7013;SPC CT       -   249,793.261   311,930.496   MT  0.99998788   +0 03 24.5
 LX7013;SPC CT       -   819,530.06  1,023,391.97   sFT  0.99998788   +0 03 24.5
 LX7013;UTM  18      - 4,620,241.960   694,315.990   MT  1.00006467   +1 33 16.4
 LX7013
 LX7013                          SUPERSEDED SURVEY CONTROL
 LX7013
 LX7013  NAD 83(1996)-  41 42 36.88242(N)    072 39 51.58650(W) AD(       ) 4
 LX7013  NAD 83(1992)-  41 42 36.88255(N)    072 39 51.58647(W) AD(       ) 4
 LX7013  NAD 83(1992)-  41 42 36.88409(N)    072 39 51.58797(W) AD(       ) 4
 LX7013  NAD 83(1986)-  41 42 36.88430(N)    072 39 51.58793(W) AD(       ) 4
 LX7013  NAD 27      -  41 42 36.51800(N)    072 39 53.25600(W) AD(       ) 3
 LX7013
 LX7013.Superseded values are not recommended for survey control.
 LX7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7013.See file dsdata.txt to determine how the superseded data were derived.
 LX7013
 LX7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9431620242(NAD 83)
 LX7013
 LX7013  HISTORY     - Date     Condition        Report By
 LX7013  HISTORY     - 1935     MONUMENTED       CGS
 LX7013  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7013  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX7013
 LX7013                          STATION DESCRIPTION
 LX7013
 LX7013'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7013'THE HIGH SCHOOL IS ON THE W SIDE OF ROUTE 9 JUST S OF
 LX7013'CHURCH STREET.  IT IS A TWO-STORY BROWN BRICK BUILDING WITH A
 LX7013'STEEP SLATE ROOF AND IS TRIMMED IN WHITE.  THE WINGS AT THE N
 LX7013'AND S ENDS OF THE BUILDING HAVE FLAT ROOFS.  THE OCTAGONAL
 LX7013'CUPOLA IS IN THE CENTER OF THE BUILDING.  IT IS WHITE WITH A
 LX7013'SMALL RAILED BALCONY AROUND THE BASE OF THE TOP SECTION AND HAS
 LX7013'A DOME-SHAPED ROOF.
 LX7013'
 LX7013'THE STATION IS THE APEX OF THE DOME.  HEIGHT ABOUT 60 FEET.
 LX7013
 LX7013                          STATION RECOVERY (1948)
 LX7013
 LX7013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7013'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 LX7013
 LX7013                          STATION RECOVERY (1984)
 LX7013
 LX7013'RECOVERY NOTE BY US POWER SQUADRON 1984 (WCW)
 LX7013'ORIGINAL BUILDING TORN DOWN APPROX. 1953.
 LX7013'WETHERSFIELD MIDDLE SCHOOL NOW BUILT ON THAT PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7022 ***********************************************************************
 LX7022  DESIGNATION -  WETHERSFIELD SPRING BROOK GAB
 LX7022  PID         -  LX7022
 LX7022  STATE/COUNTY-  CT/HARTFORD
 LX7022  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7022
 LX7022                         *CURRENT SURVEY CONTROL
 LX7022  ___________________________________________________________________
 LX7022* NAD 83(1996)-  41 41 08.56032(N)    072 39 02.25626(W)     ADJUSTED  
 LX7022* NAVD 88     -                                                        
 LX7022  ___________________________________________________________________
 LX7022  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LX7022  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX7022
 LX7022  HORZ ORDER  -  THIRD
 LX7022
 LX7022.The horizontal coordinates were established by classical geodetic methods
 LX7022.and adjusted by the National Geodetic Survey in August 1998..
 LX7022
 LX7022
 LX7022.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7022
 LX7022.The geoid height was determined by GEOID03.
 LX7022
 LX7022;                    North         East     Units Scale Factor Converg.
 LX7022;SPC CT       -   247,069.584   313,074.036   MT  0.99998665   +0 03 57.2
 LX7022;SPC CT       -   810,594.13  1,027,143.73   sFT  0.99998665   +0 03 57.2
 LX7022;UTM  18      - 4,617,548.878   695,530.410   MT  1.00007050   +1 33 46.6
 LX7022
 LX7022                          SUPERSEDED SURVEY CONTROL
 LX7022
 LX7022  NAD 83(1996)-  41 41 08.55973(N)    072 39 02.25649(W) AD(       ) 4
 LX7022  NAD 83(1992)-  41 41 08.55984(N)    072 39 02.25638(W) AD(       ) 4
 LX7022  NAD 83(1992)-  41 41 08.56149(N)    072 39 02.25812(W) AD(       ) 4
 LX7022  NAD 83(1986)-  41 41 08.56168(N)    072 39 02.25796(W) AD(       ) 4
 LX7022  NAD 27      -  41 41 08.19700(N)    072 39 03.94100(W) AD(       ) 3
 LX7022
 LX7022.Superseded values are not recommended for survey control.
 LX7022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7022.See file dsdata.txt to determine how the superseded data were derived.
 LX7022
 LX7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9553017549(NAD 83)
 LX7022
 LX7022  HISTORY     - Date     Condition        Report By
 LX7022  HISTORY     - 1935     MONUMENTED       CGS
 LX7022  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX7022
 LX7022                          STATION DESCRIPTION
 LX7022
 LX7022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7022'THE SPRING BROOK ICE COMPANY STOREHOUSE IS JUST N OF THE ROCKY
 LX7022'HILL - WETHERSFIELD TOWN LINE AND IS BETWEEN THE ROCKY HILL -
 LX7022'WETHERSFIELD ROAD AND ROUTE 9 JUST W OF THE NEW YORK, NEW HAVEN
 LX7022'AND HARTFORD RAILROAD.  THE BUILDING IS A LONG FRAME STRUCTURE
 LX7022'WITH A VERY FLAT GABLE ROOF THAT HAS FIVE METAL VENTILATORS ALONG
 LX7022'THE RIDGE POLE.  THE BUILDING IS VERY OLD AND IS FALLING APART
 LX7022'IN PLACES.  THE STATION IS THE CENTER LINE OF THE S GABLE.
 LX7022'HEIGHT ABOUT 40 FEET.
 LX7022
 LX7022                          STATION RECOVERY (1948)
 LX7022
 LX7022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX7022'THIS STATION HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7015 ***********************************************************************
 LX7015  DESIGNATION -  WETHERSFIELD STATE PRISON STK
 LX7015  PID         -  LX7015
 LX7015  STATE/COUNTY-  CT/HARTFORD
 LX7015  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX7015
 LX7015                         *CURRENT SURVEY CONTROL
 LX7015  ___________________________________________________________________
 LX7015* NAD 83(1996)-  41 43 11.63613(N)    072 39 24.41006(W)     ADJUSTED  
 LX7015* NAVD 88     -                                                        
 LX7015  ___________________________________________________________________
 LX7015  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LX7015  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LX7015
 LX7015  HORZ ORDER  -  THIRD
 LX7015
 LX7015.The horizontal coordinates were established by classical geodetic methods
 LX7015.and adjusted by the National Geodetic Survey in August 1998..
 LX7015
 LX7015
 LX7015.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7015
 LX7015.The geoid height was determined by GEOID03.
 LX7015
 LX7015;                    North         East     Units Scale Factor Converg.
 LX7015;SPC CT       -   250,866.109   312,557.596   MT  0.99998841   +0 03 42.5
 LX7015;SPC CT       -   823,049.89  1,025,449.38   sFT  0.99998841   +0 03 42.5
 LX7015;UTM  18      - 4,621,330.918   694,914.877   MT  1.00006754   +1 33 35.6
 LX7015
 LX7015                          SUPERSEDED SURVEY CONTROL
 LX7015
 LX7015  NAD 83(1996)-  41 43 11.63565(N)    072 39 24.41014(W) AD(       ) 4
 LX7015  NAD 83(1992)-  41 43 11.63576(N)    072 39 24.41024(W) AD(       ) 4
 LX7015  NAD 83(1992)-  41 43 11.63726(N)    072 39 24.41172(W) AD(       ) 4
 LX7015  NAD 83(1986)-  41 43 11.63749(N)    072 39 24.41168(W) AD(       ) 4
 LX7015  NAD 27      -  41 43 11.24300(N)    072 39 26.09400(W) AD(       ) 3
 LX7015
 LX7015.Superseded values are not recommended for survey control.
 LX7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7015.See file dsdata.txt to determine how the superseded data were derived.
 LX7015
 LX7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9491521331(NAD 83)
 LX7015
 LX7015  HISTORY     - Date     Condition        Report By
 LX7015  HISTORY     - 1891     MONUMENTED       CGS
 LX7015  HISTORY     - 1935     SEE DESCRIPTION  CGS
 LX7015  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX7015
 LX7015                          STATION DESCRIPTION
 LX7015
 LX7015'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX7015'THE STATE PENITENTIARY IS IN THE NORTHERLY SECTION OF THE TOWN
 LX7015'OF WETHERSFIELD.  THE STACK IS NEAR THE CENTER OF THE PRISON.  IT
 LX7015'IS SQUARE, BUILT OF BRICK AND IS VERY DARK FROM SOOT.
 LX7015'
 LX7015'THE STATION IS THE CENTER LINE OF THE STACK.  HEIGHT ABOUT 160
 LX7015'FEET.
 LX7015
 LX7015                          STATION RECOVERY (1969)
 LX7015
 LX7015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX7015'STATION DESTROYED.  THE STACK HAS BEEN RAZED.  THE AREA IS NOW
 LX7015'OCCUPIED BY THE CONNECTICUT DEPARTMENT OF MOTOR VEHICLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3391 ***********************************************************************
 LW3391  DESIGNATION -  WHALE ROCK DAYBEACON
 LW3391  PID         -  LW3391
 LW3391  STATE/COUNTY-  CT/NEW LONDON
 LW3391  USGS QUAD   -  MYSTIC (1984)
 LW3391
 LW3391                         *CURRENT SURVEY CONTROL
 LW3391  ___________________________________________________________________
 LW3391* NAD 83(1996)-  41 18 50.07627(N)    071 59 20.99187(W)     ADJUSTED  
 LW3391* NAVD 88     -                                                        
 LW3391  ___________________________________________________________________
 LW3391  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 LW3391  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 LW3391
 LW3391  HORZ ORDER  -  THIRD
 LW3391
 LW3391.The horizontal coordinates were established by classical geodetic methods
 LW3391.and adjusted by the National Geodetic Survey in August 1998..
 LW3391
 LW3391
 LW3391.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3391
 LW3391.The geoid height was determined by GEOID03.
 LW3391
 LW3391;                    North         East     Units Scale Factor Converg.
 LW3391;SPC CT       -   206,052.345   368,507.554   MT  0.99999046   +0 30 16.1
 LW3391;SPC CT       -   676,023.40  1,209,011.87   sFT  0.99999046   +0 30 16.1
 LW3391;UTM  19      - 4,577,916.038   249,788.428   MT  1.00037055   -1 58 27.9
 LW3391;UTM  18      - 4,577,978.808   752,025.800   MT  1.00038177   +1 59 19.5
 LW3391
 LW3391                          SUPERSEDED SURVEY CONTROL
 LW3391
 LW3391  NAD 83(1992)-  41 18 50.07498(N)    071 59 20.99096(W) AD(       ) 4
 LW3391  NAD 83(1986)-  41 18 50.07561(N)    071 59 20.99549(W) AD(       ) 4
 LW3391  NAD 27      -  41 18 49.72600(N)    071 59 22.73000(W) AD(       ) 3
 LW3391
 LW3391.Superseded values are not recommended for survey control.
 LW3391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3391.See file dsdata.txt to determine how the superseded data were derived.
 LW3391
 LW3391_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF4978877916(NAD 83)
 LW3391_MARKER: 16 = DAYBEACON
 LW3391
 LW3391  HISTORY     - Date     Condition        Report By
 LW3391  HISTORY     - 1954     FIRST OBSERVED   CGS
 LW3391  HISTORY     - 1966     GOOD             CGS
 LW3391  HISTORY     - 1990     GOOD             USPSQD
 LW3391
 LW3391                          STATION DESCRIPTION
 LW3391
 LW3391'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LW3391'THE STATION IS IN FISHERS ISLAND SOUND, ON THE SE SIDE OF THE
 LW3391'W APPROACH TO MYSTIC HARBOR, AND ABOUT 300 YD. S OF MORGAN
 LW3391'POINT.  THE BEACON IS A SQUARE RED CAGE ON AN IRON SPINDLE.  THE
 LW3391'POINT SIGHTED ON IS THE TOP OF THE SPINDLE.
 LW3391'
 LW3391'THIS IS AN INTERSECTION STATION.
 LW3391
 LW3391                          STATION RECOVERY (1966)
 LW3391
 LW3391'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3391'STATION RECOVERED AS DESCRIBED.
 LW3391'
 LW3391'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3391'AT NOANK.
 LW3391
 LW3391                          STATION RECOVERY (1990)
 LW3391
 LW3391'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LW3391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5799 ***********************************************************************
 LX5799  DESIGNATION -  WHALEBACK
 LX5799  PID         -  LX5799
 LX5799  STATE/COUNTY-  CT/NEW LONDON
 LX5799  USGS QUAD   -  OLD LYME (1976)
 LX5799
 LX5799                         *CURRENT SURVEY CONTROL
 LX5799  ___________________________________________________________________
 LX5799* NAD 83(1996)-  41 20 38.78005(N)    072 21 05.28576(W)     ADJUSTED  
 LX5799* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 LX5799  ___________________________________________________________________
 LX5799  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 LX5799  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 LX5799
 LX5799  HORZ ORDER  -  THIRD
 LX5799
 LX5799.The horizontal coordinates were established by classical geodetic methods
 LX5799.and adjusted by the National Geodetic Survey in August 1998..
 LX5799
 LX5799.The orthometric height was scaled from a topographic map.
 LX5799
 LX5799.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5799
 LX5799.The geoid height was determined by GEOID03.
 LX5799
 LX5799;                    North         East     Units Scale Factor Converg.
 LX5799;SPC CT       -   209,202.281   338,155.660   MT  0.99998858   +0 15 51.3
 LX5799;SPC CT       -   686,357.82  1,109,432.36   sFT  0.99998858   +0 15 51.3
 LX5799;SPC NY L     -   132,053.751   437,971.942   MT  1.00003202   +1 04 41.8
 LX5799;SPC NY L     -   433,246.35  1,436,912.95   sFT  1.00003202   +1 04 41.8
 LX5799;UTM  18      - 4,580,341.733   721,593.284   MT  1.00020435   +1 45 01.0
 LX5799
 LX5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5799!SPC CT       -   1.00000465  x   0.99998858  =   0.99999323
 LX5799!SPC NY L     -   1.00000465  x   1.00003202  =   1.00003667
 LX5799!UTM  18      -   1.00000465  x   1.00020435  =   1.00020900
 LX5799
 LX5799                          SUPERSEDED SURVEY CONTROL
 LX5799
 LX5799  NAD 83(1992)-  41 20 38.77909(N)    072 21 05.28541(W) AD(       ) 3
 LX5799  NAD 83(1986)-  41 20 38.78093(N)    072 21 05.28877(W) AD(       ) 3
 LX5799  NAD 27      -  41 20 38.42900(N)    072 21 06.99800(W) AD(       ) 3
 LX5799
 LX5799.Superseded values are not recommended for survey control.
 LX5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5799.See file dsdata.txt to determine how the superseded data were derived.
 LX5799
 LX5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2159380342(NAD 83)
 LX5799
 LX5799  HISTORY     - Date     Condition        Report By
 LX5799  HISTORY     - 1934     MONUMENTED       CGS
 LX5799  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5799
 LX5799                          STATION DESCRIPTION
 LX5799
 LX5799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5799'THE STATION IS LOCATED ON WHAT IS LOCALLY CALLED WHALEBACK
 LX5799'POINT.  IT IS THE FIRST POINT NORTHERLY OF TANTAMAHEAG AND PINE
 LX5799'ISLAND.  THE GENERAL APPEARANCE OF THE POINT IS A ROCKY HOG-BACK
 LX5799'EXTENDING IN A NNE-SSW DIRECTION.  THERE ARE TWO HUMPS THAT APPEAR
 LX5799'FAIRLY CLOSE TO THE INSHORE END.
 LX5799'
 LX5799'THE STATION IS QUITE CLOSE TO THE SOUTHWESTERLY TIP OF THE
 LX5799'POINT AT A PLACE WHERE THE LEDGE IS ONLY ABOUT 1 METER ABOVE
 LX5799'ORDINARY HIGH WATER LINE.  TO THE NW HIGH WATER LINE IS ABOUT 4
 LX5799'METERS.  TO THE SE 1.5 METERS AND TO THE SW (THE TIP OF THE
 LX5799'POINT) 9 METERS DISTANT.  STATION IS MARKED BY A STANDARD
 LX5799'HYDROGRAPHIC DISK SET FLUSH WITH THE SURFACE OF THE ROCK.
 LX5799'
 LX5799'NO REFERENCE MARKS WERE ESTABLISHED.
 LX5799'
 LX5799'DETERMINED AS REGULAR THIRD ORDER TRIANGULATION STATION.
 LX5799'
 LX5799'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX5799
 LX5799                          STATION RECOVERY (1969)
 LX5799
 LX5799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5799'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5944 ***********************************************************************
 LX5944  DESIGNATION -  WHALEBONE CREEK FRONT RANGE LT
 LX5944  PID         -  LX5944
 LX5944  STATE/COUNTY-  CT/NEW LONDON
 LX5944  USGS QUAD   -  DEEP RIVER (1971)
 LX5944
 LX5944                         *CURRENT SURVEY CONTROL
 LX5944  ___________________________________________________________________
 LX5944* NAD 83(1996)-  41 25 01.82157(N)    072 25 34.95901(W)     ADJUSTED  
 LX5944* NAVD 88     -                                                        
 LX5944  ___________________________________________________________________
 LX5944  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX5944  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX5944
 LX5944  HORZ ORDER  -  THIRD
 LX5944
 LX5944.The horizontal coordinates were established by classical geodetic methods
 LX5944.and adjusted by the National Geodetic Survey in August 1998..
 LX5944
 LX5944
 LX5944.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5944
 LX5944.The geoid height was determined by GEOID03.
 LX5944
 LX5944;                    North         East     Units Scale Factor Converg.
 LX5944;SPC CT       -   217,290.843   331,855.785   MT  0.99998520   +0 12 52.5
 LX5944;SPC CT       -   712,895.04  1,088,763.52   sFT  0.99998520   +0 12 52.5
 LX5944;UTM  18      - 4,588,265.635   715,084.283   MT  1.00016935   +1 42 11.5
 LX5944
 LX5944                          SUPERSEDED SURVEY CONTROL
 LX5944
 LX5944  NAD 83(1992)-  41 25 01.82073(N)    072 25 34.95871(W) AD(       ) 4
 LX5944  NAD 83(1986)-  41 25 01.82250(N)    072 25 34.96165(W) AD(       ) 4
 LX5944  NAD 27      -  41 25 01.46100(N)    072 25 36.67300(W) AD(       ) 3
 LX5944
 LX5944.Superseded values are not recommended for survey control.
 LX5944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5944.See file dsdata.txt to determine how the superseded data were derived.
 LX5944
 LX5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1508488266(NAD 83)
 LX5944
 LX5944  HISTORY     - Date     Condition        Report By
 LX5944  HISTORY     - UNK      MONUMENTED
 LX5944  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5944  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5944
 LX5944                          STATION DESCRIPTION
 LX5944
 LX5944'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5944'THIS IS A SKELETON STEEL TOWER STRUCTURE PAINTED RED AND IS
 LX5944'APPROXIMATELY 30 FT. HIGH.  THERE IS A WHITE TANK ENCLOSED
 LX5944'IN THE TOWER ABOUT 6 FT. ABOVE THE GROUND.  THIS IS PAINTED
 LX5944'WHITE WITH THE NUMBER 38 PAINTED THEREON IN BLACK.  THE
 LX5944'TARGET IS A BLACK DIAMOND SHAPE PAINTED ON A WHITE DIAMOND
 LX5944'SHAPE BACKGROUND.  THERE IS A LIGHT UPPERMOST ON THE STRUCTURE.
 LX5944
 LX5944                          STATION RECOVERY (1969)
 LX5944
 LX5944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5944'THE STATION APPARENTLY RECOVERED IN GOOD CONDITION.  THE
 LX5944'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5954 ***********************************************************************
 LX5954  DESIGNATION -  WHALEBONE CREEK REAR RANGE LT
 LX5954  PID         -  LX5954
 LX5954  STATE/COUNTY-  CT/NEW LONDON
 LX5954  USGS QUAD   -  DEEP RIVER (1971)
 LX5954
 LX5954                         *CURRENT SURVEY CONTROL
 LX5954  ___________________________________________________________________
 LX5954* NAD 83(1996)-  41 25 04.49458(N)    072 25 36.03307(W)     ADJUSTED  
 LX5954* NAVD 88     -                                                        
 LX5954  ___________________________________________________________________
 LX5954  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LX5954  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 LX5954
 LX5954  HORZ ORDER  -  THIRD
 LX5954
 LX5954.The horizontal coordinates were established by classical geodetic methods
 LX5954.and adjusted by the National Geodetic Survey in August 1998..
 LX5954
 LX5954
 LX5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5954
 LX5954.The geoid height was determined by GEOID03.
 LX5954
 LX5954;                    North         East     Units Scale Factor Converg.
 LX5954;SPC CT       -   217,373.211   331,830.534   MT  0.99998517   +0 12 51.8
 LX5954;SPC CT       -   713,165.28  1,088,680.68   sFT  0.99998517   +0 12 51.8
 LX5954;UTM  18      - 4,588,347.334   715,056.896   MT  1.00016921   +1 42 10.9
 LX5954
 LX5954                          SUPERSEDED SURVEY CONTROL
 LX5954
 LX5954  NAD 83(1992)-  41 25 04.49373(N)    072 25 36.03277(W) AD(       ) 4
 LX5954  NAD 83(1986)-  41 25 04.49551(N)    072 25 36.03569(W) AD(       ) 4
 LX5954  NAD 27      -  41 25 04.13400(N)    072 25 37.74700(W) AD(       ) 3
 LX5954
 LX5954.Superseded values are not recommended for survey control.
 LX5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5954.See file dsdata.txt to determine how the superseded data were derived.
 LX5954
 LX5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1505788347(NAD 83)
 LX5954
 LX5954  HISTORY     - Date     Condition        Report By
 LX5954  HISTORY     - UNK      MONUMENTED
 LX5954  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5954  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX5954
 LX5954                          STATION DESCRIPTION
 LX5954
 LX5954'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5954'THIS STATION IS A SKELETON STEEL TOWER PAINTED RED, WHICH STANDS
 LX5954'APPROXIMATELY 45 FT. ABOVE WATER.  THERE IS A WHITE TANK
 LX5954'ENCLOSED WITHIN THE LEGS OF THE TOWER, ABOUT 4 FT. ABOVE
 LX5954'GROUND, PAINTED WHITE WITH THE NUMBER 38 PAINTED THEREON IN
 LX5954'BLACK.  THE TARGET IS A BLACK SQUARE PAINTED ON A LARGER WHITE
 LX5954'SQUARE BACKGROUND.  A LIGHT IS UPPERMOST ON THE ENTIRE
 LX5954'STRUCTURE.
 LX5954
 LX5954                          STATION RECOVERY (1969)
 LX5954
 LX5954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX5954'THE STATION APPARENTLY RECOVERED IN GOOD CONDITION.  THE
 LX5954'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4751 ***********************************************************************
 LX4751  DESIGNATION -  WHEELER
 LX4751  PID         -  LX4751
 LX4751  STATE/COUNTY-  CT/NEW LONDON
 LX4751  USGS QUAD   -  NORWICH (1983)
 LX4751
 LX4751                         *CURRENT SURVEY CONTROL
 LX4751  ___________________________________________________________________
 LX4751* NAD 83(1996)-  41 32 46.22101(N)    072 02 39.02546(W)     ADJUSTED  
 LX4751* NAVD 88     -        83.2    (meters)     273.     (feet)  VERTCON   
 LX4751  ___________________________________________________________________
 LX4751  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 LX4751  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LX4751
 LX4751  HORZ ORDER  -  FIRST
 LX4751
 LX4751.The horizontal coordinates were established by classical geodetic methods
 LX4751.and adjusted by the National Geodetic Survey in August 1998..
 LX4751
 LX4751.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4751
 LX4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4751
 LX4751.The geoid height was determined by GEOID03.
 LX4751
 LX4751;                    North         East     Units Scale Factor Converg.
 LX4751;SPC CT       -   231,807.602   363,690.873   MT  0.99998316   +0 28 04.8
 LX4751;SPC CT       -   760,522.11  1,193,209.14   sFT  0.99998316   +0 28 04.8
 LX4751;UTM  18      - 4,603,609.943   746,539.483   MT  1.00034806   +1 57 40.9
 LX4751;UTM  19      - 4,603,866.102   246,090.801   MT  1.00039346   -2 01 12.2
 LX4751
 LX4751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4751!SPC CT       -   0.99999169  x   0.99998316  =   0.99997485
 LX4751!UTM  18      -   0.99999169  x   1.00034806  =   1.00033975
 LX4751!UTM  19      -   0.99999169  x   1.00039346  =   1.00038515
 LX4751
 LX4751|---------------------------------------------------------------------|
 LX4751| PID    Reference Object                     Distance      Geod. Az  |
 LX4751|                                                           dddmmss.s |
 LX4751| CZ8094 WHEELER RM 2                         24.994 METERS 00255     |
 LX4751| LW3590 VORTAC NORWICH ORW                  APPROX. 3.9 KM 0730431.0 |
 LX4751| CZ8095 WHEELER RM 3 AZIMUTH                               1662308.8 |
 LX4751| LX5064 HALL BROTHERS ELEV TANK             APPROX. 5.8 KM 1700647.3 |
 LX4751| LX5065 POQUETANUCK ELEV TANK               APPROX. 6.9 KM 1701102.9 |
 LX4751| LX5135 HALL BROTHERS STACK                 APPROX. 5.9 KM 1701652.7 |
 LX4751| LX5127 HALPINS OAK                         APPROX. 5.7 KM 1942801.5 |
 LX4751| LX4752 NORWICH ST MARYS CH TOWER           APPROX. 2.2 KM 2153518.9 |
 LX4751| CZ8093 WHEELER RM 1                         12.191 METERS 21724     |
 LX4751| LX4753 NORWICH GAS CO STACK                APPROX. 2.7 KM 2181611.2 |
 LX4751| LX4755 UNCAS ON THAMES ELEV TANK           APPROX. 6.2 KM 2233837.2 |
 LX4751| LX4746 NORWICH ST JOSEPH CH SPIRE          APPROX. 3.0 KM 2250022.4 |
 LX4751| LX4768 MOUNT PLEASANT SCHOOL CUPOLA        APPROX. 4.7 KM 2322126.9 |
 LX4751| LX4749 NORWICH ST PATRICKS CH SPIRE        APPROX. 3.2 KM 2384817.0 |
 LX4751| LX4776 NORWICH WICH MAST                   APPROX. 2.7 KM 2851458.7 |
 LX4751| LX4778 NORWICH RAD KCG 289 MAST            APPROX. 7.2 KM 3172132.7 |
 LX4751|---------------------------------------------------------------------|
 LX4751
 LX4751                          SUPERSEDED SURVEY CONTROL
 LX4751
 LX4751  NAD 83(1992)-  41 32 46.22004(N)    072 02 39.02480(W) AD(       ) 1
 LX4751  NAD 83(1986)-  41 32 46.22062(N)    072 02 39.02673(W) AD(       ) 1
 LX4751  NAD 27      -  41 32 45.86665(N)    072 02 40.75245(W) AD(       ) 1
 LX4751  NGVD 29 (07/19/86)   83.5    (m)          274.     (f) VERT ANG       
 LX4751
 LX4751.Superseded values are not recommended for survey control.
 LX4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4751.See file dsdata.txt to determine how the superseded data were derived.
 LX4751
 LX4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4653903610(NAD 83)
 LX4751
 LX4751  HISTORY     - Date     Condition        Report By
 LX4751  HISTORY     - 1934     MONUMENTED       CGS
 LX4751  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4751  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX4751  HISTORY     - 1985     POOR             USPSQD
 LX4751
 LX4751                          STATION DESCRIPTION
 LX4751
 LX4751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4751'THE STATION IS ON THE HIGHEST PART OF THE HILL W OF THE JUNCTION
 LX4751'OF ROOSEVELT AVENUE AND THE DRIVE TO WHEELERS HOUSE.  THE STATION
 LX4751'IS A STANDARD DISK SET IN AN OUTCROPPING LEDGE ON THE SOUTHERN
 LX4751'EXTREMITY OF THE HIGHEST PART OF THE HILL AND ABOUT 150 METERS
 LX4751'WESTERLY OF GEORGE WHEELERS HOUSE.  THERE ARE NO TREES OR BRUSH
 LX4751'ON THE TOP OF THE HILL.
 LX4751'
 LX4751'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN LEDGE 12.20
 LX4751'METERS SW OF THE STATION.  REFERENCE MARK NO. 2 IS A STANDARD
 LX4751'DISK SET IN LEDGE 24.98 METERS NORTHERLY OF THE STATION.  REFERENCE
 LX4751'MARK NO. 1 TO REFERENCE MARK NO. 2 IS 35.84 METERS.
 LX4751'
 LX4751'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 LX4751
 LX4751                          STATION RECOVERY (1961)
 LX4751
 LX4751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4751'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 LX4751'CONDITION.  STATION IS STAMPED WHEELER 1934 AND THE REFERENCE
 LX4751'MARKS ARE STAMPED WHEELER NO 1 1934 AND WHEELER NO 2
 LX4751'1934.  DISTANCES WERE CHECKED AND FOUND CORRECT AS PREVIOUSLY
 LX4751'PUBLISHED.  THE DESCRIPTION BY G.C.M. IN 1934 IS COMPLETE AND
 LX4751'ADEQUATE.
 LX4751
 LX4751                          STATION RECOVERY (1975)
 LX4751
 LX4751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX4751'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LX4751'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER
 LX4751'BY 0.01 METER AND THE ANGLE WAS FOUND TO BE GREATER BY 01 MINUTE
 LX4751'AND 45.5 SECONDS.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE
 LX4751'LONGER BY 0.01 METER (THIS MEASUREMENT WAS MADE AROUND TREES
 LX4751'AND THRU BRUSH) AND THE ANGLE WAS FOUND TO BE LESS BY 01 MINUTE
 LX4751'AND 13.5 SECONDS.  A REFERENCE MARK 3 (AZIMUTH MARK) WAS
 LX4751'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX4751'
 LX4751'STATION IS ABOUT 2 MILES NORTHEAST OF NORWICH, 2 MILES SOUTH OF
 LX4751'TAFTVILLE, 3/4 MILES EAST OF STATE HIGHWAY 12, 1/4 MILE NORTH OF
 LX4751'WHERE ROOSEVELT AVENUE TURNS A SHARP RIGHT AND ON PROPERTY OWNED BY
 LX4751'MR. RAYMOND WHEELER, RFD 3, NORWICH, CONNECTICUT.  PHONE NUMBER
 LX4751'887-5737.
 LX4751'
 LX4751'TO REACH THE STATION FROM THE POST OFFICE IN NORWICH, GO SOUTH ON
 LX4751'MAIN STREET FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY 12.  TURN
 LX4751'LEFT AND GO NORTHEAST ON HIGHWAY 12 (NORTH MAIN STREET) FOR 1.2
 LX4751'MILES TO THE JUNCTION OF EIGHT STREET.  TURN RIGHT AND GO
 LX4751'SOUTH-SOUTHEAST ON EIGHT STREET FOR 0.15 MILE TO THE JUNCTION OF
 LX4751'SMITH AVENUE TO THE RIGHT AND ROOSEVELT AVENUE TO THE LEFT.
 LX4751'TURN LEFT AND GO NORTHEAST ON ROOSEVELT AVENUE FOR 0.4 MILE TO A
 LX4751'FORK (HYDE PLACE TO THE LEFT).  TAKE RIGHT FORK AND CONTINUE
 LX4751'NORTHEAST ON ROOSEVELT AVENUE FOR 0.35 MILE TO WHERE ROOSEVELT
 LX4751'AVENUE TURNS A SHARP RIGHT, A LANE LEADING STRAIGHT AHEAD TO MR.
 LX4751'WHEELERS HOME AND REFERENCE MARK 3 (AZIMUTH MARK) ON THE
 LX4751'RIGHT, SOUTH SIDE OF ROOSEVELT AVENUE AS DESCRIBED.  BEAR LEFT
 LX4751'AND GO NORTHEAST ON THE GRAVELED DRIVE FOR 0.15 MILE TO MR.
 LX4751'WHEELERS HOME.  FROM HERE PASS BETWEEN THE BARN AND A SHED AND GO
 LX4751'UPHILL FOR 0.15 MILE PASSING THROUGH A GATE TO THE SUMMIT AND
 LX4751'THE STATION AS DESCRIBED.
 LX4751'
 LX4751'STATION MARK, STAMPED WHEELER 1934, IS A STANDARD DISK CEMENTED IN
 LX4751'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT ON
 LX4751'THE SOUTH SIDE.  IT IS ON THE SOUTHERN EDGE OF THE HIGHEST POINT OF
 LX4751'THE HILL WHICH IS SCATTERED WITH CEDAR TREES, 225 FEET NORTHEAST
 LX4751'OF A WIRE FENCE, 138 FEET NORTHWEST OF A CLUMP OF HARDWOOD TREES
 LX4751'WHICH IS SURROUNDED BY DIRT MOUNDS AND ROCK PILES AND 80 FEET
 LX4751'SOUTH OF A 12-INCH HARDWOOD TREE.  (NOTE 2)
 LX4751'
 LX4751'NOTE--NO MEASUREMENT BETWEEN REFERENCE MARKS, DUE TO TREES ON
 LX4751'LINE.
 LX4751'
 LX4751'REFERENCE MARK 1, STAMPED WHEELER NO 1 1934, IS A STANDARD DISK
 LX4751'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 LX4751'ABOUT 5 FEET ON THE SOUTH SIDE AND 1 FOOT ON THE NORTH SIDE.  IT
 LX4751'IS 193 FEET NORTHEAST OF THE WIRE FENCE AND 154 FEET
 LX4751'WEST-NORTHWEST OF THE CLUMP OF HARDWOOD TREES, DIRT MOUNDS AND
 LX4751'ROCK PILES.  (NOTE 12A)
 LX4751'
 LX4751'REFERENCE MARK 2, STAMPED WHEELER NO 2 1934, IS A STANDARD
 LX4751'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LX4751'PROJECTS ABOUT 5 FEET ON THE SOUTH AND WEST SIDE AND 3 FEET
 LX4751'ON THE NORTH AND EAST SIDE.  IT IS 183 FEET NORTHWEST OF THE
 LX4751'CLUMP OF HARDWOOD TREES, DIRT MOUNDS AND ROCK PILES AND 26
 LX4751'FEET EAST OF A 12-INCH HARDWOOD TREE.  (NOTE 12A)
 LX4751'
 LX4751'REFERENCE MARK 3, STAMPED WHEELER NO 3 1934 1975 AZ, IS A
 LX4751'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LX4751'BEDROCK WHICH PROJECTS ABOUT 3 FEET ON THE NORTH SIDE AND
 LX4751'FLUSH WITH THE GROUND SURFACE ON THE SOUTH SIDE.  IT IS 85
 LX4751'FEET EAST OF POWER POLE NUMBER 593, 64 FEET WEST OF POWER POLE
 LX4751'NUMBER 594, 59 FEET SOUTHEAST OF THE ENTRANCE TO MR. WHEELERS
 LX4751'FARM, 17 FEET SOUTH OF CENTER OF ROOSEVELT AVENUE, 10 FEET
 LX4751'NORTH OF A ROCK FENCE AND 5.5 FEET NORTHEAST OF A METAL
 LX4751'WITNESS POST.  (NOTE 12A)
 LX4751'
 LX4751'HEIGHT OF LIGHT ABOVE STATION MARK 75.8 FEET.
 LX4751'
 LX4751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX4751'2 MILES NORTHEAST OF NORWICH.
 LX4751
 LX4751                          STATION RECOVERY (1985)
 LX4751
 LX4751'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX4751'WHEELER FOUND POOR - STATION NAME AND DATE NO LONGER LEGIBLE.
 LX4751'
 LX4751'WHEELER R.M. NO. 1 FOUND GOOD.
 LX4751'
 LX4751'WHEELER R.M. NO. 2 FOUND GOOD.
 LX4751'
 LX4751'NOTE.  ORIGINAL DESCRIPTION OF GCM 1934 IS ADEQUATE EXCEPT HOUSE
 LX4751'NOW BELONGS TO RAYMOND WHEELER.
 LX4751'
 LX4751'WHEELER R.M. NO. 3 AZ FOUND GOOD.
 LX4751'
 LX4751'NOTE--THIS REFERENCE MARK WAS NOT INCLUDED ON STATION 1091 OF QUAD
 LX4751'N 410721 DESCRIPTION.  IT IS LOCATED APPROX. 1/2 MI FROM THE WHEELER
 LX4751'STATION ACROSS ROOSEVELT AVE AND SLIGHTLY TO THE LEFT OF THE
 LX4751'ENTRANCE DRIVE TO THE WHEELER FARM.  R.M. NO 3 AZ IS A STANDARD DISK
 LX4751'SET IN A LARGE PROMINENT BOULDER IN THE SHOULDER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7490 ***********************************************************************
 LX7490  DESIGNATION -  WHEELER
 LX7490  PID         -  LX7490
 LX7490  STATE/COUNTY-  CT/FAIRFIELD
 LX7490  USGS QUAD   -  BRIDGEPORT (1984)
 LX7490
 LX7490                         *CURRENT SURVEY CONTROL
 LX7490  ___________________________________________________________________
 LX7490* NAD 83(1996)-  41 12 53.42857(N)    073 14 40.74225(W)     ADJUSTED  
 LX7490* NAVD 88     -        90.     (meters)     295.     (feet)  VERTCON   
 LX7490  ___________________________________________________________________
 LX7490  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 LX7490  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX7490
 LX7490  HORZ ORDER  -  FIRST
 LX7490
 LX7490.The horizontal coordinates were established by classical geodetic methods
 LX7490.and adjusted by the National Geodetic Survey in August 1998..
 LX7490
 LX7490.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7490
 LX7490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7490
 LX7490.The geoid height was determined by GEOID03.
 LX7490
 LX7490;                    North         East     Units Scale Factor Converg.
 LX7490;SPC CT       -   194,888.187   263,318.805   MT  0.99999853   -0 19 40.7
 LX7490;SPC CT       -   639,395.66    863,905.11   sFT  0.99999853   -0 19 40.7
 LX7490;UTM  18      - 4,564,092.363   647,150.248   MT  0.99986649   +1 09 24.4
 LX7490
 LX7490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7490!SPC CT       -   0.99999051  x   0.99999853  =   0.99998904
 LX7490!UTM  18      -   0.99999051  x   0.99986649  =   0.99985700
 LX7490
 LX7490|---------------------------------------------------------------------|
 LX7490| PID    Reference Object                     Distance      Geod. Az  |
 LX7490|                                                           dddmmss.s |
 LX7490| CR9728 WHEELER RM 1                         16.868 METERS 01414     |
 LX7490| CR9729 WHEELER RM 2                         17.032 METERS 12338     |
 LX7490| LX7627 WHEELER AZ MK                       410.288 METERS 3575012.5 |
 LX7490|---------------------------------------------------------------------|
 LX7490
 LX7490                          SUPERSEDED SURVEY CONTROL
 LX7490
 LX7490  NAD 83(1992)-  41 12 53.42755(N)    073 14 40.74174(W) AD(       ) 1
 LX7490  NAD 83(1986)-  41 12 53.42992(N)    073 14 40.74547(W) AD(       ) 1
 LX7490  NAD 83(1986)-  41 12 53.42636(N)    073 14 40.75109(W) AD(       ) 1
 LX7490  NGVD 29 (10/23/89)   91.     (m)          299.     (f) VERT ANG       
 LX7490
 LX7490.Superseded values are not recommended for survey control.
 LX7490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7490.See file dsdata.txt to determine how the superseded data were derived.
 LX7490
 LX7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4715064092(NAD 83)
 LX7490_MARKER: DS = TRIANGULATION STATION DISK
 LX7490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7490+STABILITY: SURFACE MOTION
 LX7490
 LX7490  HISTORY     - Date     Condition        Report By
 LX7490  HISTORY     - 1982     MONUMENTED       NGS
 LX7490  HISTORY     - 1983     GOOD             NGS
 LX7490
 LX7490                          STATION DESCRIPTION
 LX7490
 LX7490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7490'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST
 LX7490'OF BRIDGEPORT, 1.6 KM (1.0 MI) SOUTH OF THE JUNCTION
 LX7490'OF STATE HIGHWAY 15 AND PARK AVENUE AND ON THE FAIRCHILD
 LX7490'WHEELER GOLF COURSE.
 LX7490'OWNERSHIP--MR FRANCIS E FAGAN, DIRECTOR OF PARKS AND
 LX7490'RECREATION, CITY OF BRIDGEPORT, 263 GOLDEN HILL STREET,
 LX7490'
 LX7490'TO REACH THE STATION FROM EXIT 47 OF THE MERRITT PARKWAY (STATE
 LX7490'HIGHWAY 15), GO SOUTHEAST ON PARK AVENUE FOR
 LX7490'1.0 KM (0.65 MI) TO THE GOLF COURSE ENTRANCE ON THE RIGHT.
 LX7490'TURN RIGHT AND FOLLOW A PAVED ROAD SOUTHWESTERLY FOR
 LX7490'0.9 KM (0.55 MI) TO A GOLF CART ROAD ON THE RIGHT.  TURN
 LX7490'RIGHT FOR 0.1 KM (0.05 MI) TO THE STATION ON THE
 LX7490'LEFT.
 LX7490'
 LX7490'THE STATION IS A STANDARD NGS DISK
 LX7490'STAMPED---WHEELER 1982---,
 LX7490'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7490'FLUSH WITH GROUND.  IT IS LOCATED
 LX7490'21.3 METERS (69.9 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A
 LX7490'FENCE WHICH IS SURROUNDING A WATER TANK,
 LX7490'16.29 METERS (53.45 FT) EAST-NORTHEAST FROM THE MOST EASTERLY
 LX7490'LIGHT POLE AROUND A LAWN BOWLING COURT,
 LX7490'13.9 METERS (45.6 FT) SOUTH FROM A 60 CM DIAMETER RED OAK TREE AND
 LX7490'4.35 METERS (14.27 FT) SOUTHWEST FROM A WITNESS POST.
 LX7490'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7490'STAMPED---WHEELER 1982---,
 LX7490'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7490'
 LX7490'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7490'STAMPED---WHEELER NO 1 1982---,
 LX7490'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7490'13.2 METERS (43.3 FT) SOUTH-SOUTHWEST FROM A WITNESS POST,
 LX7490'3.8 METERS (12.4 FT) NORTHEAST FROM A SAND TRAP,
 LX7490'3.6 METERS (11.8 FT) SOUTHEAST FROM A DOUBLE TRUNKED HICKORY TREE
 LX7490'AND
 LX7490'2.4 METERS (7.8 FT) SOUTHWEST FROM THE CENTER OF A GOLF CART ROAD.
 LX7490'MARK IS LEVEL WITH STATION.
 LX7490'
 LX7490'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7490'STAMPED---WHEELER NO 2 1982---,
 LX7490'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7490'26.20 METERS (85.95 FT) EAST-SOUTHEAST FROM THE MOST EASTERLY
 LX7490'LIGHT POLE AT A LAWN BOWLING COURT,
 LX7490'16.9 METERS (55.45 FT) SOUTH-SOUTHEAST FROM A WITNESS POST AND
 LX7490'6.7 METERS (22.0 FT) EAST FROM A SHAGGY BARK WHITE OAK TREE
 LX7490'50 CM IN DIAMETER.
 LX7490'MARK IS LEVEL WITH STATION.
 LX7490'
 LX7490'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.6 METERS.
 LX7490'AN EDM TRAVERSE TIE WAS MADE TO THE AZIMUTH MARK, SEE
 LX7490'DESCRIPTION THEREOF.
 LX7490'
 LX7490'DESCRIBED BY D.L. MCFARLAND AND CHECKED BY J. ZABITCHUCK.
 LX7490
 LX7490                          STATION RECOVERY (1983)
 LX7490
 LX7490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX7490'THE STATION WAS RECOVERED AS DESCRIBED IN 1982.
 LX7490'
 LX7490'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 25.7 METERS.
 LX7490'
 LX7490'DESCRIBED BY E.D. WEGNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7627 ***********************************************************************
 LX7627  DESIGNATION -  WHEELER AZ MK
 LX7627  PID         -  LX7627
 LX7627  STATE/COUNTY-  CT/FAIRFIELD
 LX7627  USGS QUAD   -  BRIDGEPORT (1984)
 LX7627
 LX7627                         *CURRENT SURVEY CONTROL
 LX7627  ___________________________________________________________________
 LX7627* NAD 83(1996)-  41 13 06.71877(N)    073 14 41.40710(W)     ADJUSTED  
 LX7627* NAVD 88     -        89.0    (meters)     292.     (feet)  VERTCON   
 LX7627  ___________________________________________________________________
 LX7627  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 LX7627  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX7627
 LX7627  HORZ ORDER  -  SECOND
 LX7627
 LX7627.The horizontal coordinates were established by classical geodetic methods
 LX7627.and adjusted by the National Geodetic Survey in August 1998..
 LX7627
 LX7627.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7627
 LX7627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7627
 LX7627.The geoid height was determined by GEOID03.
 LX7627
 LX7627;                    North         East     Units Scale Factor Converg.
 LX7627;SPC CT       -   195,298.264   263,305.665   MT  0.99999818   -0 19 41.2
 LX7627;SPC CT       -   640,741.05    863,862.00   sFT  0.99999818   -0 19 41.2
 LX7627;UTM  18      - 4,564,501.908   647,126.490   MT  0.99986641   +1 09 24.3
 LX7627
 LX7627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7627!SPC CT       -   0.99999070  x   0.99999818  =   0.99998888
 LX7627!UTM  18      -   0.99999070  x   0.99986641  =   0.99985712
 LX7627
 LX7627                          SUPERSEDED SURVEY CONTROL
 LX7627
 LX7627  NAD 83(1992)-  41 13 06.71775(N)    073 14 41.40657(W) AD(       ) 2
 LX7627  NAD 83(1986)-  41 13 06.72007(N)    073 14 41.41036(W) AD(       ) 2
 LX7627  NAD 83(1986)-  41 13 06.71657(N)    073 14 41.41593(W) AD(       ) 2
 LX7627  NGVD 29 (01/16/90)   89.3    (m)          293.     (f) VERT ANG       
 LX7627
 LX7627.Superseded values are not recommended for survey control.
 LX7627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7627.See file dsdata.txt to determine how the superseded data were derived.
 LX7627
 LX7627_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4712664502(NAD 83)
 LX7627_MARKER: DZ = AZIMUTH MARK DISK
 LX7627_SETTING: 66 = SET IN ROCK OUTCROP
 LX7627_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX7627_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX7627+STABILITY: POSITION/ELEVATION WELL
 LX7627
 LX7627  HISTORY     - Date     Condition        Report By
 LX7627  HISTORY     - 1982     MONUMENTED       NGS
 LX7627
 LX7627                          STATION DESCRIPTION
 LX7627
 LX7627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7627'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF
 LX7627'BRIDGEPORT, 1.6 KM (1.0 MI) SOUTH OF THE JUNCTION OF
 LX7627'STATE HIGHWAY 15 AND PARK AVENUE AND ON THE FAIRCHILD
 LX7627'WHEELER GOLF COURSE.
 LX7627'OWNERSHIP--MR FRANCIS E FAGAN, DIRECTOR OF PARKS AND
 LX7627'RECREATION, CITY OF BRIDGEPORT, 263 GOLDEN HILL STREET,
 LX7627'BRIDGEPORT CT 06604, PHONE 203-576-7147.
 LX7627'
 LX7627'TO REACH THE STATION FROM EXIT 47 OF THE MERRITT PARKWAY
 LX7627'(STATE HIGHWAY 15), GO SOUTHEAST ON PARK AVENUE FOR
 LX7627'1.0 KM (0.65 MI) TO THE GOLF COURSE ENTRANCE ON THE RIGHT.
 LX7627'TURN RIGHT AND FOLLOW PAVED ROAD SOUTHWESTERLY FOR 0.9 KM
 LX7627'(0.55 MI) TO A GOLF CART ROAD ON THE RIGHT.  TURN RIGHT
 LX7627'FOR 0.1 KM (0.05 MI) TO STATION WHEELER ON THE LEFT.  CONTINUE
 LX7627'ALONG THE GOLF CART ROAD FOR 0.2 KM (0.10 MI) TO A SHARP
 LX7627'RIGHT CURVE, CONTINUE AHEAD AND FOLLOW THE EDGE OF
 LX7627'THE ROUGH FOR 0.2 KM (0.15 MI) TO THE STATION.
 LX7627'
 LX7627'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7627'STAMPED---WHEELER 1982---,
 LX7627'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7627'36.7 METERS (120.4 FT) SOUTH-SOUTHWEST FROM A 35 CM IN DIAMETER
 LX7627'PINE TREE AND
 LX7627'13.9 METERS (45.5 FT) SOUTHEAST FROM THE EDGE OF THE MOWED
 LX7627'FAIRWAY.
 LX7627'
 LX7627'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 LX7627'AN EDM TRAVERSE TIE WAS MADE TO STATION WHEELER.
 LX7627'
 LX7627'DESCRIBED BY D.L. MCFARLAND AND CHECKED BY J. ZABITCHUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4995 ***********************************************************************
 LX4995  DESIGNATION -  WHEELING
 LX4995  PID         -  LX4995
 LX4995  STATE/COUNTY-  CT/TOLLAND
 LX4995  USGS QUAD   -  COVENTRY (1983)
 LX4995
 LX4995                         *CURRENT SURVEY CONTROL
 LX4995  ___________________________________________________________________
 LX4995* NAD 83(1996)-  41 45 37.22113(N)    072 21 42.28314(W)     ADJUSTED  
 LX4995* NAVD 88     -       191.3    (meters)     628.     (feet)  VERTCON   
 LX4995  ___________________________________________________________________
 LX4995  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LX4995  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX4995
 LX4995  HORZ ORDER  -  FIRST
 LX4995
 LX4995.The horizontal coordinates were established by classical geodetic methods
 LX4995.and adjusted by the National Geodetic Survey in August 1998..
 LX4995
 LX4995.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4995
 LX4995.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4995
 LX4995.The geoid height was determined by GEOID03.
 LX4995
 LX4995;                    North         East     Units Scale Factor Converg.
 LX4995;SPC CT       -   255,426.044   337,087.823   MT  0.99999095   +0 15 26.8
 LX4995;SPC CT       -   838,010.28  1,105,928.97   sFT  0.99999095   +0 15 26.8
 LX4995;UTM  18      - 4,626,531.797   719,320.794   MT  1.00019196   +1 45 28.2
 LX4995
 LX4995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4995!SPC CT       -   0.99997465  x   0.99999095  =   0.99996560
 LX4995!UTM  18      -   0.99997465  x   1.00019196  =   1.00016660
 LX4995
 LX4995|---------------------------------------------------------------------|
 LX4995| PID    Reference Object                     Distance      Geod. Az  |
 LX4995|                                                           dddmmss.s |
 LX4995| CZ8096 WHEELING RM 1                        20.328 METERS 03147     |
 LX4995| CZ8097 WHEELING RM 2                        28.622 METERS 18646     |
 LX4995| LX5016 BOLTON                              APPROX. 5.9 KM 2735449.2 |
 LX4995|---------------------------------------------------------------------|
 LX4995
 LX4995                          SUPERSEDED SURVEY CONTROL
 LX4995
 LX4995  NAD 83(1996)-  41 45 37.22074(N)    072 21 42.28309(W) AD(       ) 1
 LX4995  NAD 83(1992)-  41 45 37.22093(N)    072 21 42.28317(W) AD(       ) 1
 LX4995  NAD 83(1992)-  41 45 37.22175(N)    072 21 42.28433(W) AD(       ) 1
 LX4995  NAD 83(1986)-  41 45 37.22229(N)    072 21 42.28420(W) AD(       ) 1
 LX4995  NAD 27      -  41 45 36.86729(N)    072 21 43.99148(W) AD(       ) 1
 LX4995  NGVD 29 (07/19/86)  191.5    (m)          628.     (f) VERT ANG       
 LX4995
 LX4995.Superseded values are not recommended for survey control.
 LX4995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4995.See file dsdata.txt to determine how the superseded data were derived.
 LX4995
 LX4995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM1932126532(NAD 83)
 LX4995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX4995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4995+STABILITY: SURFACE MOTION
 LX4995
 LX4995  HISTORY     - Date     Condition        Report By
 LX4995  HISTORY     - 1978     MONUMENTED       NGS
 LX4995
 LX4995                          STATION DESCRIPTION
 LX4995
 LX4995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX4995'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF
 LX4995'SOUTH COVENTRY, 2.7 MILES SOUTH OF NORTH COVENTRY AND
 LX4995'ON LAND OWNED BY THE STATE OF CONNECTICUT, DEPARTMENT
 LX4995'OF ENVIRONMENTAL PROTECTION, (MR. EDWARD MILKE, AREA
 LX4995'MANAGER, ROUTE 66, MARLBOROUGH, CONNECTICUT, TELEPHONE
 LX4995'NUMBER 295-9523.)
 LX4995'
 LX4995'TO REACH THE STATION FROM THE POST OFFICE IN ANDOVER, GO
 LX4995'SOUTHEAST ON U.S. HIGHWAY 6 FOR 0.15 MILE TO LONG HILL
 LX4995'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON LONG HILL
 LX4995'ROAD FOR 0.45 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 LX4995'AND GO EAST ON AN ASPHALT ROAD FOR 0.5 MILE TO A FORK.
 LX4995'TAKE THE LEFT FORK AND GO NORTH ON WHEELING ROAD FOR
 LX4995'0.95 MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT AND
 LX4995'A DIM TRACK ROAD, THIS ROAD WAS CLEARED BY THE NATIONAL
 LX4995'GEODETIC SURVEY AT THIS TIME.  TURN RIGHT AND GO UPHILL
 LX4995'ON DIM TRACK ROAD
 LX4995'FOR 0.1 MILE TO THE TOP OF RIDGE AND THE STATION SITE
 LX4995'AS DESCRIBED.
 LX4995'
 LX4995'THE STATION MARKS ARE, STANDARD DISKS STAMPED---WHEELING
 LX4995'1978---.  THE SURFACE DISK IS SET IN THE TOP OF A 12
 LX4995'INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 LX4995'INCHES ABOVE THE GROUND SURFACE.  IT IS 12.5 FEET NORTH
 LX4995'OF A 14-INCH OAK TREE, 11.4 FEET SOUTHWEST OF AN 8-INCH
 LX4995'TRIANGULAR BLAZED TREE AND 5.7 FEET NORTH-NORTHWEST OF
 LX4995'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 LX4995'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 40
 LX4995'INCHES BELOW THE GROUND SURFACE.
 LX4995'
 LX4995'REFERENCE MARK 1, A STANDARD DISK STAMPED---WHEELING NO 1
 LX4995'1978---, IS CEMENTED IN A DRILL HOLE IN AN OUTCROPPING
 LX4995'ROCK, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.
 LX4995'IT IS 4 FEET NORTHWEST OF A METAL WITNESS POST.
 LX4995'
 LX4995'REFERENCE MARK 2, A STANDARD DISK STAMPED---WHEELING NO 2
 LX4995'1978---, IS CEMENTED IN A DRILL HOLE IN A BOULDER
 LX4995'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.4
 LX4995'FEET NORTHEAST OF A METAL WITNESS POST.
 LX4995'
 LX4995'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK
 LX4995'OR A LONG REFERENCE MARK FOR THIS STATION.
 LX4995'
 LX4995'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 30.5 METERS.
 LX4995'
 LX4995'DESCRIBED BY R.K. MOORE, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6869 ***********************************************************************
 LX6869  DESIGNATION -  WHIT
 LX6869  PID         -  LX6869
 LX6869  STATE/COUNTY-  CT/MIDDLESEX
 LX6869  USGS QUAD   -  MIDDLE HADDAM (1984)
 LX6869
 LX6869                         *CURRENT SURVEY CONTROL
 LX6869  ___________________________________________________________________
 LX6869* NAD 83(1996)-  41 32 03.16517(N)    072 33 14.67755(W)     ADJUSTED  
 LX6869* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX6869  ___________________________________________________________________
 LX6869  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 LX6869  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6869
 LX6869  HORZ ORDER  -  THIRD
 LX6869
 LX6869.The horizontal coordinates were established by classical geodetic methods
 LX6869.and adjusted by the National Geodetic Survey in August 1998..
 LX6869
 LX6869.The orthometric height was scaled from a topographic map.
 LX6869
 LX6869.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6869
 LX6869.The geoid height was determined by GEOID03.
 LX6869
 LX6869;                    North         East     Units Scale Factor Converg.
 LX6869;SPC CT       -   230,257.320   321,150.519   MT  0.99998314   +0 07 47.7
 LX6869;SPC CT       -   755,435.89  1,053,641.33   sFT  0.99998314   +0 07 47.7
 LX6869;UTM  18      - 4,600,951.242   704,043.619   MT  1.00011238   +1 37 20.5
 LX6869
 LX6869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6869!SPC CT       -   1.00000471  x   0.99998314  =   0.99998785
 LX6869!UTM  18      -   1.00000471  x   1.00011238  =   1.00011709
 LX6869
 LX6869|---------------------------------------------------------------------|
 LX6869| PID    Reference Object                     Distance      Geod. Az  |
 LX6869|                                                           dddmmss.s |
 LX6869| CZ8099 WHIT RM 2                            15.960 METERS 01604     |
 LX6869| LX6878 PALMER                              373.689 METERS 08655     |
 LX6869| LX6856 SEARS SHOAL FRONT RANGE LT          APPROX. 2.3 KM 1902650.5 |
 LX6869| LX6855 SEARS SHOAL REAR RANGE LT           APPROX. 2.3 KM 1904118.2 |
 LX6869| CZ8098 WHIT RM 1                            15.160 METERS 24101     |
 LX6869| LX6867 MAROMAS                             APPROX. 0.5 KM 3544942.1 |
 LX6869|---------------------------------------------------------------------|
 LX6869
 LX6869                          SUPERSEDED SURVEY CONTROL
 LX6869
 LX6869  NAD 83(1992)-  41 32 03.16446(N)    072 33 14.67745(W) AD(       ) 3
 LX6869  NAD 83(1986)-  41 32 03.16633(N)    072 33 14.67976(W) AD(       ) 3
 LX6869  NAD 27      -  41 32 02.80500(N)    072 33 16.35800(W) AD(       ) 3
 LX6869
 LX6869.Superseded values are not recommended for survey control.
 LX6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6869.See file dsdata.txt to determine how the superseded data were derived.
 LX6869
 LX6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0404400951(NAD 83)
 LX6869_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6869+STABILITY: SURFACE MOTION
 LX6869
 LX6869  HISTORY     - Date     Condition        Report By
 LX6869  HISTORY     - 1934     MONUMENTED       CGS
 LX6869  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6869
 LX6869                          STATION DESCRIPTION
 LX6869
 LX6869'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6869'THIS STATION IS LOCATED NEAR THE SE CORNER OF THE OLD
 LX6869'WHITMORES DOCK.  A ROAD TURNS OFF THE MAIN HIGHWAY JUST
 LX6869'NORTHERLY OF THE MAROMAS SCHOOL AND LEADS TO THE IMMEDIATE
 LX6869'VICINITY OF THE STATION.  IT IS ABOUT 1 METER E OF THE GENERAL
 LX6869'TREND OF THE SHORE LINE TO THE SOUTHWARD.  EASTERLY OF THE
 LX6869'STATION, A RIPRAP SLOPE MARKS THE RIVER BANK.  THE BANK
 LX6869'IS 7 METERS DISTANT IN THIS DIRECTION.  THE SE CORNER OF
 LX6869'THE DOCK IS MARKED BY A SMALL ELM TREE 8 INCHES IN
 LX6869'DIAMETER.  THE ELM TREE BEARS S (MAGNETIC) AND IS 8.8 METERS
 LX6869'DISTANT.
 LX6869'
 LX6869'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6869'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 LX6869'11A.  REFERENCE MARK NO.1 IS 3 METERS NORTHERLY OF THE RIPRAP
 LX6869'BANK ON THE S SIDE OF THE DOCK.  IT BEARS S 70 DEG W
 LX6869'(MAGNETIC).  REFERENCE MARK NO.2 IS 6 METERS WESTERLY OF TWIN
 LX6869'COTTONWOODS STANDING AT HIGH WATER MARK AT THE TOE OF THE
 LX6869'RIPRAP SLOPE.  IT BEARS N 25 DEG E (MAGNETIC).
 LX6869'
 LX6869'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 LX6869
 LX6869                          STATION RECOVERY (1948)
 LX6869
 LX6869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6869'THIS STATION IS LOCATED ON THE W SHORE OF THE CONNECTICUT RIVER,
 LX6869'IN FRONT OF THE MIDDLETOWN YACHT CLUB BUILDING.  THE STATION
 LX6869'MAY BE REACHED FROM MIDDLETOWN BY THE RIVER ROAD AND TURNING
 LX6869'E ON A SMALL ROAD TO THE YACHT CLUB.  THE STATION IS
 LX6869'APPROXIMATELY 15 INCHES UNDERNEATH THE SAND FILL IN FRONT OF
 LX6869'THE YACHT CLUB BUILDING.  IT IS N 15 DEG E (MAGNETIC), 15.30
 LX6869'METERS TO THE NE CORNER OF THE BUILDING, S 80 DEG W (MAGNETIC),
 LX6869'5.0 METERS TO THE SE CORNER OF THE BUILDING.  IT IS 3.60
 LX6869'METERS TO THE FRONT OF THE BUILDING AND 5.80 METERS TO A
 LX6869'FLAGPOLE.
 LX6869'
 LX6869'STATION AND UNDERGROUND MARKS ARE BRONZE STATIONS DISKS SET
 LX6869'IN CONCRETE.
 LX6869'
 LX6869'REFERENCE MARK 1 HAS BEEN DESTROYED.
 LX6869'
 LX6869'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE.  IT
 LX6869'IS 6 METERS W OF TWIN COTTONWOOD STUMPS THAT ARE STANDING NEAR
 LX6869'THE MEAN HIGH-WATER LINE.  REFERENCE MARK 2 IS N 25 DEG E
 LX6869'(MAGNETIC) FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5412 ***********************************************************************
 LX5412  DESIGNATION -  WHITE
 LX5412  PID         -  LX5412
 LX5412  STATE/COUNTY-  CT/NEW LONDON
 LX5412  USGS QUAD   -  NIANTIC (1983)
 LX5412
 LX5412                         *CURRENT SURVEY CONTROL
 LX5412  ___________________________________________________________________
 LX5412* NAD 83(1996)-  41 18 10.28264(N)    072 08 37.74968(W)     ADJUSTED  
 LX5412* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 LX5412  ___________________________________________________________________
 LX5412  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX5412  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX5412
 LX5412  HORZ ORDER  -  THIRD
 LX5412
 LX5412.The horizontal coordinates were established by classical geodetic methods
 LX5412.and adjusted by the National Geodetic Survey in August 1998..
 LX5412
 LX5412.The orthometric height was scaled from a topographic map.
 LX5412
 LX5412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5412
 LX5412.The geoid height was determined by GEOID03.
 LX5412
 LX5412;                    North         East     Units Scale Factor Converg.
 LX5412;SPC CT       -   204,722.323   355,566.703   MT  0.99999121   +0 24 07.0
 LX5412;SPC CT       -   671,659.82  1,166,555.09   sFT  0.99999121   +0 24 07.0
 LX5412;SPC NY L     -   127,821.152   455,445.490   MT  1.00002608   +1 12 50.7
 LX5412;SPC NY L     -   419,359.90  1,494,240.75   sFT  1.00002608   +1 12 50.7
 LX5412;UTM  18      - 4,576,313.461   739,119.204   MT  1.00030374   +1 53 09.9
 LX5412
 LX5412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5412!SPC CT       -   1.00000485  x   0.99999121  =   0.99999606
 LX5412!SPC NY L     -   1.00000485  x   1.00002608  =   1.00003093
 LX5412!UTM  18      -   1.00000485  x   1.00030374  =   1.00030860
 LX5412
 LX5412|---------------------------------------------------------------------|
 LX5412| PID    Reference Object                     Distance      Geod. Az  |
 LX5412|                                                           dddmmss.s |
 LX5412| LX5413 WHITES CHIMNEY                       40.831 METERS 01442     |
 LX5412| CZ8101 WHITE RM 2                            8.540 METERS 05453     |
 LX5412| LX5482 GARDNER BARN CUPOLA                 APPROX. 2.1 KM 2962647.5 |
 LX5412| LX5503 BARN CUPOLA                         APPROX. 3.3 KM 3213931.4 |
 LX5412| CZ8100 WHITE RM 1                            6.800 METERS 32442     |
 LX5412|---------------------------------------------------------------------|
 LX5412
 LX5412                          SUPERSEDED SURVEY CONTROL
 LX5412
 LX5412  NAD 83(1992)-  41 18 10.28143(N)    072 08 37.74895(W) AD(       ) 3
 LX5412  NAD 83(1986)-  41 18 10.28306(N)    072 08 37.75385(W) AD(       ) 3
 LX5412  NAD 27      -  41 18 09.93700(N)    072 08 39.47600(W) AD(       ) 3
 LX5412
 LX5412.Superseded values are not recommended for survey control.
 LX5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5412.See file dsdata.txt to determine how the superseded data were derived.
 LX5412
 LX5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3911976313(NAD 83)
 LX5412_MARKER: DS = TRIANGULATION STATION DISK
 LX5412_SETTING: 66 = SET IN ROCK OUTCROP
 LX5412_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5412+STABILITY: POSITION/ELEVATION WELL
 LX5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5412+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5412
 LX5412  HISTORY     - Date     Condition        Report By
 LX5412  HISTORY     - 1934     MONUMENTED       CGS
 LX5412  HISTORY     - 1954     GOOD             CGS
 LX5412  HISTORY     - 1984     GOOD             USPSQD
 LX5412  HISTORY     - 1989     GOOD             USPSQD
 LX5412  HISTORY     - 20010408 GOOD             USPSQD
 LX5412
 LX5412                          STATION DESCRIPTION
 LX5412
 LX5412'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5412'WHITE POINT IS THE FIRST POINT S OF PLEASANT BEACH AND IS OWNED BY
 LX5412'NELSON C. WHITE.  THE POINT IS ABOUT 1 MILE NE OF TWO TREE
 LX5412'ISLAND.  THE STATION IS ON THE TIP OF THE POINT AND IN FRONT OF A
 LX5412'LARGE STONE HOUSE.  IT IS MARKED BY A STANDARD DISC SET IN A LEDGE
 LX5412'4 METERS FROM HIGH WATER LINE.
 LX5412'
 LX5412'STATION MARK IS A STANDARD BRONZE DISC WEDGED IN A DRILL HOLE IN
 LX5412'OUTCROPPING BEDROCK.  REFERENCE MARKS
 LX5412'NO. 1 AND NO. 2 ARE STANDARD BRONZE DISCS SET IN OUTCROPPING
 LX5412'BEDROCK.
 LX5412'
 LX5412'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN LEDGE NW OF THE
 LX5412'STATION.  REFERENCE MARK NO. 2 IS ALSO A STANDARD DISC SET IN
 LX5412'LEDGE NE OF THE STATION.
 LX5412
 LX5412                          STATION RECOVERY (1954)
 LX5412
 LX5412'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5412'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE
 LX5412'DISTANCES TO THE REFERENCE MARKS WERE MEASURED AND FOUND TO BE
 LX5412'CORRECT.  THE PUBLISHED DESCRIPTION IS ADEQUATE.
 LX5412'
 LX5412'STATION MARK IS STAMPED WHITE 1934.
 LX5412'
 LX5412'REFERENCE MARK 1 IS STAMPED WHITE NO 1 1934.
 LX5412'
 LX5412'REFERENCE MARK 2 IS STAMPED WHITE NO 2 1934.
 LX5412
 LX5412                          STATION RECOVERY (1984)
 LX5412
 LX5412'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5412'WHITE 1934 CONDITION IS GOOD.
 LX5412'
 LX5412'RM NO. 1 IS STAMPED WHITE NO 1 1934 RECOVERED GOOD.
 LX5412'
 LX5412'RM NO. 2 IS STAMPED WHITE NO 2 1934 RECOVERED GOOD.
 LX5412
 LX5412                          STATION RECOVERY (1989)
 LX5412
 LX5412'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5412'RECOVERED IN GOOD CONDITION.
 LX5412
 LX5412                          STATION RECOVERY (2001)
 LX5412
 LX5412'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5962 ***********************************************************************
 LX5962  DESIGNATION -  WHITE
 LX5962  PID         -  LX5962
 LX5962  STATE/COUNTY-  CT/MIDDLESEX
 LX5962  USGS QUAD   -  DEEP RIVER (1971)
 LX5962
 LX5962                         *CURRENT SURVEY CONTROL
 LX5962  ___________________________________________________________________
 LX5962* NAD 83(1996)-  41 22 40.51296(N)    072 23 52.39183(W)     ADJUSTED  
 LX5962* NAVD 88     -       103.     (meters)     338.     (feet)  SCALED    
 LX5962  ___________________________________________________________________
 LX5962  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 LX5962  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX5962
 LX5962  HORZ ORDER  -  THIRD
 LX5962
 LX5962.The horizontal coordinates were established by classical geodetic methods
 LX5962.and adjusted by the National Geodetic Survey in August 1998..
 LX5962
 LX5962.The orthometric height was scaled from a topographic map.
 LX5962
 LX5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5962
 LX5962.The geoid height was determined by GEOID03.
 LX5962
 LX5962;                    North         East     Units Scale Factor Converg.
 LX5962;SPC CT       -   212,940.820   334,255.404   MT  0.99998682   +0 14 00.5
 LX5962;SPC CT       -   698,623.34  1,096,636.27   sFT  0.99998682   +0 14 00.5
 LX5962;UTM  18      - 4,583,978.573   717,596.525   MT  1.00018274   +1 43 14.6
 LX5962
 LX5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5962!SPC CT       -   0.99998863  x   0.99998682  =   0.99997545
 LX5962!UTM  18      -   0.99998863  x   1.00018274  =   1.00017137
 LX5962
 LX5962                          SUPERSEDED SURVEY CONTROL
 LX5962
 LX5962  NAD 83(1992)-  41 22 40.51207(N)    072 23 52.39152(W) AD(       ) 3
 LX5962  NAD 83(1986)-  41 22 40.51392(N)    072 23 52.39465(W) AD(       ) 3
 LX5962  NAD 27      -  41 22 40.15700(N)    072 23 54.10200(W) AD(       ) 3
 LX5962
 LX5962.Superseded values are not recommended for survey control.
 LX5962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5962.See file dsdata.txt to determine how the superseded data were derived.
 LX5962
 LX5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1759783979(NAD 83)
 LX5962_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5962_SETTING: 66 = SET IN ROCK OUTCROP
 LX5962_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX5962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX5962+STABILITY: POSITION/ELEVATION WELL
 LX5962
 LX5962  HISTORY     - Date     Condition        Report By
 LX5962  HISTORY     - 1934     MONUMENTED       CGS
 LX5962  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5962
 LX5962                          STATION DESCRIPTION
 LX5962
 LX5962'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5962'THIS STATION IS ON THE HIGHEST PART OF THE BISHOP WHITE PROPERTY
 LX5962'ON THE W SIDE OF THE RIVER ROAD BETWEEN ESSEX AND DEEP
 LX5962'RIVER.  R. DIMELOW IS THE PRESENT LESSEE OF THE PROPERTY.
 LX5962'
 LX5962'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LX5962'OUTCROPPING BEDROCK AS DESCRIBED IN NOTES 2 AND 12A.
 LX5962'
 LX5962'TO REACH STATION--LEAVE ESSEX SQUARE ON NORTH MAIN STREET AND
 LX5962'GO 2.6 MILES.  TURN LEFT ON WOOD ROAD AND GO 0.6 MILE TO THE TOP
 LX5962'OF THE HILL.  THE STATION IS IN AN OPEN SPACE OF CONSIDERABLE
 LX5962'SIZE.  MOST OF THE AREA IS BARE FLAT LEDGE.  SEVERAL LARGE, LOOSE
 LX5962'BOULDERS ARE SCATTERED ABOUT ON THE LEDGE.  THE LARGEST OF THESE
 LX5962'IS KNOWN LOCALLY AS BALANCED ROCK.  IT MEASURES ABOUT 2.7 BY 2.6
 LX5962'BY 1.45 METERS HIGH.  IT BEARS N 40 DEG E (MAGNETIC) AND THE
 LX5962'NEAREST POINT ON IT IS 3.8 METERS FROM THE STATION.  THE
 LX5962'LARGEST CEDAR IN THE OPEN AREA BEARS S 75 DEG W (MAGNETIC) AND
 LX5962'IS 10.4 METERS DISTANT.  THE FURTHEST POINT OF THE BARE LEDGE
 LX5962'TO THE NORTHWARD IS 26 METERS FROM THE STATION AND TO THE
 LX5962'EASTWARD 22 METERS.  REFERENCE MARK NO.1 IS TOWARD THE SW
 LX5962'SIDE OF THE LEDGE 9 METERS S OF THE CEDAR TREE.  IT BEARS S 40
 LX5962'DEG W (MAGNETIC).  REFERENCE MARK NO.2 IS IN THE
 LX5962'EASTERLY SIDE OF THE SAME LEDGE AS THE STATION, JUST ABOUT AT
 LX5962'THE TREE LINE.  IT BEARS S 70 DEG E (MAGNETIC).
 LX5962'
 LX5962'HEIGHT OF LIGHT ABOVE STATION MARK 16 METERS.
 LX5962
 LX5962                          STATION RECOVERY (1961)
 LX5962
 LX5962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5962'STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  THE
 LX5962'DISTANCES WERE CHECKED AND FOUND CORRECT.  THE STATION WAS
 LX5962'STAMPED, WHITE 1934 AND THE R.M.S WERE STAMPED, WHITE NO 1 1934 AND
 LX5962'WHITE NO 2 1934.  THE ORIGINAL DESCRIPTION BY G.C.M. IN 1934 IS
 LX5962'COMPLETE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3798 ***********************************************************************
 LX3798  DESIGNATION -  WHITE ROCK BEACON
 LX3798  PID         -  LX3798
 LX3798  STATE/COUNTY-  CT/FAIRFIELD
 LX3798  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3798
 LX3798                         *CURRENT SURVEY CONTROL
 LX3798  ___________________________________________________________________
 LX3798* NAD 83(1996)-  41 04 08.97630(N)    073 24 27.50474(W)     ADJUSTED  
 LX3798* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 LX3798  ___________________________________________________________________
 LX3798  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 LX3798  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX3798
 LX3798  HORZ ORDER  -  THIRD
 LX3798
 LX3798.The horizontal coordinates were established by classical geodetic methods
 LX3798.and adjusted by the National Geodetic Survey in August 1998..
 LX3798
 LX3798.The orthometric height was scaled from a topographic map.
 LX3798
 LX3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3798
 LX3798.The geoid height was determined by GEOID03.
 LX3798
 LX3798;                    North         East     Units Scale Factor Converg.
 LX3798;SPC CT       -   178,800.817   249,527.466   MT  1.00001580   -0 26 09.8
 LX3798;SPC CT       -   586,615.68    818,658.03   sFT  1.00001580   -0 26 09.8
 LX3798;SPC NY L     -   100,388.436   349,785.899   MT  1.00000219   +0 23 14.8
 LX3798;SPC NY L     -   329,357.73  1,147,589.24   sFT  1.00000219   +0 23 14.8
 LX3798;UTM  18      - 4,547,656.030   633,782.206   MT  0.99982028   +1 02 46.6
 LX3798
 LX3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3798!SPC CT       -   1.00000431  x   1.00001580  =   1.00002011
 LX3798!SPC NY L     -   1.00000431  x   1.00000219  =   1.00000650
 LX3798!UTM  18      -   1.00000431  x   0.99982028  =   0.99982459
 LX3798
 LX3798:                Primary Azimuth Mark                     Grid Az
 LX3798:SPC CT       -  GREENS LEDGE LIGHTHOUSE                  225 20 40.1
 LX3798:SPC NY L     -  GREENS LEDGE LIGHTHOUSE                  224 31 15.5
 LX3798:UTM  18      -  GREENS LEDGE LIGHTHOUSE                  223 51 43.7
 LX3798
 LX3798|---------------------------------------------------------------------|
 LX3798| PID    Reference Object                     Distance      Geod. Az  |
 LX3798|                                                           dddmmss.s |
 LX3798| LX3780 GREENS LEDGE LIGHTHOUSE             APPROX. 4.3 KM 2245430.3 |
 LX3798|---------------------------------------------------------------------|
 LX3798
 LX3798                          SUPERSEDED SURVEY CONTROL
 LX3798
 LX3798  NAD 83(1992)-  41 04 08.97590(N)    073 24 27.50295(W) AD(       ) 3
 LX3798  NAD 83(1986)-  41 04 08.97700(N)    073 24 27.50556(W) AD(       ) 3
 LX3798  NAD 27      -  41 04 08.63000(N)    073 24 29.07800(W) AD(       ) 3
 LX3798
 LX3798.Superseded values are not recommended for survey control.
 LX3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3798.See file dsdata.txt to determine how the superseded data were derived.
 LX3798
 LX3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL3378247656(NAD 83)
 LX3798
 LX3798  HISTORY     - Date     Condition        Report By
 LX3798  HISTORY     - 1932     MONUMENTED       CGS
 LX3798  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3798
 LX3798                          STATION DESCRIPTION
 LX3798
 LX3798'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3798'LOCATED ON THE E SIDE OF THE CHANNEL BETWEEN MANRESA ISLAND AND
 LX3798'WHITE ROCK AT THE ENTRANCE TO THE NORWALK RIVER.  THE STATION IS
 LX3798'A BEACON ABOUT 15 FEET IN HEIGHT BUILT ON A ROCK POLE FORMATION
 LX3798'FOR FOUNDATION.  THE BODY OF THE BEACON IS A WHITE FRUSTRUM OF A
 LX3798'SQUARE PYRAMID SURMOUNTED BY A RED STEEL LATTICE WORK WHICH
 LX3798'SUPPORTS THE LIGHT.  THE CENTER OF THE LANTERN MARKS THE
 LX3798'STATION.
 LX3798
 LX3798                          STATION RECOVERY (1958)
 LX3798
 LX3798'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3798'RECOVERED AS DESCRIBED, EXCEPT THAT BODY OF THE BEACON IS A RED
 LX3798'FRUSTUM OF A SQUARE PYRAMID, SURMOUNTED BY STEEL LATTICE WORK
 LX3798'WHICH SUPPORTS THE LIGHT.  LOWER PART OF LATTICE WORK IS WHITE.
 LX3798'TOP PART RED.  COLOR SCHEME FROM BASE OF BEACON, UPWARD, IS RED,
 LX3798'WHITE, RED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5835 ***********************************************************************
 LX5835  DESIGNATION -  WHITE SANDS BEACH WINDMILL
 LX5835  PID         -  LX5835
 LX5835  STATE/COUNTY-  CT/NEW LONDON
 LX5835  USGS QUAD   -  OLD LYME (1976)
 LX5835
 LX5835                         *CURRENT SURVEY CONTROL
 LX5835  ___________________________________________________________________
 LX5835* NAD 83(1996)-  41 17 03.84280(N)    072 18 09.11139(W)     ADJUSTED  
 LX5835* NAVD 88     -                                                        
 LX5835  ___________________________________________________________________
 LX5835  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 LX5835  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 LX5835
 LX5835  HORZ ORDER  -  THIRD
 LX5835
 LX5835.The horizontal coordinates were established by classical geodetic methods
 LX5835.and adjusted by the National Geodetic Survey in August 1998..
 LX5835
 LX5835
 LX5835.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5835
 LX5835.The geoid height was determined by GEOID03.
 LX5835
 LX5835;                    North         East     Units Scale Factor Converg.
 LX5835;SPC CT       -   202,591.669   342,285.764   MT  0.99999255   +0 17 48.1
 LX5835;SPC CT       -   664,669.50  1,122,982.54   sFT  0.99999255   +0 17 48.1
 LX5835;SPC NY L     -   125,502.223   442,195.677   MT  1.00002358   +1 06 37.0
 LX5835;SPC NY L     -   411,751.88  1,450,770.32   sFT  1.00002358   +1 06 37.0
 LX5835;UTM  18      - 4,573,838.902   725,894.279   MT  1.00022805   +1 46 49.9
 LX5835
 LX5835                          SUPERSEDED SURVEY CONTROL
 LX5835
 LX5835  NAD 83(1992)-  41 17 03.84178(N)    072 18 09.11108(W) AD(       ) 4
 LX5835  NAD 83(1986)-  41 17 03.84353(N)    072 18 09.11451(W) AD(       ) 4
 LX5835  NAD 27      -  41 17 03.49700(N)    072 18 10.82400(W) AD(       ) 3
 LX5835
 LX5835.Superseded values are not recommended for survey control.
 LX5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5835.See file dsdata.txt to determine how the superseded data were derived.
 LX5835
 LX5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2589473839(NAD 83)
 LX5835
 LX5835  HISTORY     - Date     Condition        Report By
 LX5835  HISTORY     - 1934     MONUMENTED       CGS
 LX5835  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5835  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX5835
 LX5835                          STATION DESCRIPTION
 LX5835
 LX5835'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5835'THE WINDMILL IS ON THE S SIDE OF THE SHORE ROAD JUST E OF THE
 LX5835'ENTRANCE TO WHITE SANDS BEACH AND NW OF STATION KRUPP.  THE
 LX5835'WINDMILL IS CENTERED OVER A CYLINDRICAL WOODEN TANK THAT IS
 LX5835'SUPPORTED ON A SQUARE STEEL TOWER.  THERE IS A NARROW OCTAGONAL
 LX5835'RAIL BALCONY AROUND THE BASE OF THE TANK.  TWO SMALL STORES ARE
 LX5835'JUST E OF THE WINDMILL.  THE STATION IS THE CENTER LINE OF THE
 LX5835'TANK.  HEIGHT ABOUT 50 FEET ABOVE GROUND.
 LX5835
 LX5835                          STATION RECOVERY (1948)
 LX5835
 LX5835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5835'THE WINDMILL HAS BEEN REMOVED FROM THE TANK AND RECONSTRUCTED
 LX5835'10 M. NW OF THE TANK.  BOTH STRUCTURES ARE IN GOOD
 LX5835'REPAIR.  HOWEVER, IT IS RECOMMENDED THAT THE STATION BE
 LX5835'CONSIDERED DESTROYED SINCE THE WINDMILL HAS BEEN MOVED FROM ITS
 LX5835'ORIGINAL LOCATION.
 LX5835
 LX5835                          STATION RECOVERY (1988)
 LX5835
 LX5835'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ1782 ***********************************************************************
 MZ1782  DESIGNATION -  WHITES
 MZ1782  PID         -  MZ1782
 MZ1782  STATE/COUNTY-  CT/HARTFORD
 MZ1782  USGS QUAD   -  
 MZ1782
 MZ1782                         *CURRENT SURVEY CONTROL
 MZ1782  ___________________________________________________________________
 MZ1782* NAD 83(1996)-  42 00 18.03530(N)    072 43 43.08123(W)     ADJUSTED  
 MZ1782* NAVD 88     -       173.4    (meters)     569.     (feet)  VERTCON   
 MZ1782  ___________________________________________________________________
 MZ1782  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 MZ1782  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 MZ1782
 MZ1782  HORZ ORDER  -  FIRST
 MZ1782
 MZ1782.The horizontal coordinates were established by classical geodetic methods
 MZ1782.and adjusted by the National Geodetic Survey in August 1998..
 MZ1782
 MZ1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 MZ1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MZ1782
 MZ1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 MZ1782
 MZ1782.The geoid height was determined by GEOID03.
 MZ1782
 MZ1782;                    North         East     Units Scale Factor Converg.
 MZ1782;SPC CT       -   282,529.603   306,570.717   MT  1.00001694   +0 00 51.0
 MZ1782;SPC CT       -   926,932.54  1,005,807.43   sFT  1.00001694   +0 00 51.0
 MZ1782;UTM  18      - 4,652,828.179   688,099.632   MT  1.00003538   +1 31 13.6
 MZ1782
 MZ1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MZ1782!SPC CT       -   0.99997735  x   1.00001694  =   0.99999429
 MZ1782!UTM  18      -   0.99997735  x   1.00003538  =   1.00001273
 MZ1782
 MZ1782:                Primary Azimuth Mark                     Grid Az
 MZ1782:SPC CT       -  PROVEN MOUNT                             012 48 21.6
 MZ1782:UTM  18      -  PROVEN MOUNT                             011 17 59.0
 MZ1782
 MZ1782|---------------------------------------------------------------------|
 MZ1782| PID    Reference Object                     Distance      Geod. Az  |
 MZ1782|                                                           dddmmss.s |
 MZ1782| MZ1774 PROVEN MOUNT                        APPROX. 9.1 KM 0124912.6 |
 MZ1782| DA3476 WHITES RM 1                          29.260 METERS 02048     |
 MZ1782| DA3477 WHITES RM 2                          24.785 METERS 23327     |
 MZ1782|---------------------------------------------------------------------|
 MZ1782
 MZ1782                          SUPERSEDED SURVEY CONTROL
 MZ1782
 MZ1782  NAD 83(1996)-  42 00 18.03528(N)    072 43 43.08125(W) AD(       ) 1
 MZ1782  NAD 83(1992)-  42 00 18.03597(N)    072 43 43.08199(W) AD(       ) 1
 MZ1782  NAD 83(1992)-  42 00 18.03607(N)    072 43 43.08208(W) AD(       ) 1
 MZ1782  NAD 83(1986)-  42 00 18.03704(N)    072 43 43.08297(W) AD(       ) 1
 MZ1782  NAD 27      -  42 00 17.69240(N)    072 43 44.74813(W) AD(       ) 1
 MZ1782  NGVD 29 (07/19/86)  173.6    (m)          570.     (f) VERT ANG       
 MZ1782
 MZ1782.Superseded values are not recommended for survey control.
 MZ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ1782.See file dsdata.txt to determine how the superseded data were derived.
 MZ1782
 MZ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8810052828(NAD 83)
 MZ1782_MARKER: DS = TRIANGULATION STATION DISK
 MZ1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ1782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 MZ1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ1782+STABILITY: SURFACE MOTION
 MZ1782
 MZ1782  HISTORY     - Date     Condition        Report By
 MZ1782  HISTORY     - 1979     MONUMENTED       NGS
 MZ1782  HISTORY     - 1980     GOOD             NGS
 MZ1782  HISTORY     - 20030424 GOOD             INDIV
 MZ1782
 MZ1782                          STATION DESCRIPTION
 MZ1782
 MZ1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 MZ1782'THE STATION IS LOCATED 5-1/2 MILES EAST OF NORTH GRANBY, 5 MILES
 MZ1782'NORTHEAST OF GRANBY, 2 MILES NORTHWEST OF WEST SUFFIELD AND
 MZ1782'NEAR THE NORTH END OF WEST SUFFIELD MOUNTAIN.  THE PROPERTY IS
 MZ1782'OWNED BY THE SAMUEL SPENCER ESTATE.  PERMISSION WAS GRANTED
 MZ1782'BY MR. RICHARD BENNETT, HARTFORD NATIONAL BANK, HARTFORD,
 MZ1782'CONNECTICUT, (PHONE NUMBER 728-200).
 MZ1782'
 MZ1782'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 MZ1782'168 AND 187 IN WEST SUFFIELD, GO WEST AND NORTH ON STATE
 MZ1782'HIGHWAY 168 (MOUNTAIN ROAD) FOR 1.9 MILES TO PHELPS ROAD
 MZ1782'ON THE LEFT.  TURN LEFT AND GO WESTERLY ON PHELPS ROAD
 MZ1782'FOR 0.4 MILE TO A POWER LINE CROSSING AND A TRACK ROAD
 MZ1782'ON THE LEFT.  TURN LEFT, PASSING UNDER THE POWER LINES,
 MZ1782'AND FOLLOW THE WINDING TRACK ROAD FOR 0.35 MILE TO A PINE
 MZ1782'TREE (WITH TRIANGLE BLAZE) ON THE LEFT.  CONTINUE AHEAD
 MZ1782'ON THE WINDING TRACK ROAD FOR 0.15 MILE TO A PINE
 MZ1782'TREE (WITH TRIANGLE BLAZE) ON THE LEFT AND THE STATION ON
 MZ1782'THE RIGHT AS DESCRIBED.
 MZ1782'
 MZ1782'THE STATION IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES 1979---,
 MZ1782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1782'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1782'27.0 FEET SOUTHEAST FROM A 36-INCH PINE TREE WITH TRIANGLE
 MZ1782'BLAZE,
 MZ1782'22.0 FEET WEST FROM A DOUBLE TRUNK OAK TREE AND
 MZ1782'12.5 FEET NORTH FROM A 10-INCH OAK TREE.
 MZ1782'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES 1979---,
 MZ1782'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METERS BELOW THE SURFACE.
 MZ1782'
 MZ1782'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES NO 1 1979---,
 MZ1782'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 MZ1782'45.0 FEET SOUTH FROM A DOUBLE TRUNK PINE TREE,
 MZ1782'17.5 FEET WEST FROM THE EAST EDGE OF THE ROCK OUTCROP AND
 MZ1782'5.0 FEET EAST FROM THE WEST EDGE OF THE ROCK OUTCROP.
 MZ1782'MARK IS ABOVE STATION 1.5 METERS.
 MZ1782'
 MZ1782'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES NO 2 1979---,
 MZ1782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1782'PROJECTING 4 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1782'40.0 FEET EAST FROM THE CENTER OF THE TRACK ROAD,
 MZ1782'33.5 FEET NORTH FROM A 14-INCH OAK TREE AND
 MZ1782'1.8 FEET WEST FROM A METAL WITNESS POST.
 MZ1782'MARK IS BELOW STATION 0.30 METERS.
 MZ1782'
 MZ1782'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE BLOCKED
 MZ1782'BY TREES.
 MZ1782'
 MZ1782'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 MZ1782'
 MZ1782'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH
 MZ1782'MARK OR A DISTANT REFERENCE MARK.
 MZ1782'
 MZ1782'DESCRIBED BY G.M. RIVERS, CHECKED BY T.C. HALL.
 MZ1782
 MZ1782                          STATION RECOVERY (1980)
 MZ1782
 MZ1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 MZ1782'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MZ1782'CONDITION.  AN ADEQUATE CHECK IN MEASUREMENT WAS MADE TO REFERENCE
 MZ1782'MARK 2.  A SHORTER DISTANCE OF 0.012 METER WAS RECORDED TO
 MZ1782'REFERENCE MARK 1.  DIRECTIONS TO REFERENCE MARKS 1 AND 2 AGREED
 MZ1782'WITH THE 1979 DATA.  THE 1979 DESCRIPTION STATES THERE IS AN
 MZ1782'UNDERGROUND MARK, HOWEVER IT WAS NOT INSPECTED AT THIS TIME.
 MZ1782'A COMPLETE NEW DESCRIPTION FOLLOWS.
 MZ1782'
 MZ1782'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) WEST-NORTHWEST OF
 MZ1782'SUFFIELD, 3.5 KM (2.2 MI) SOUTH OF THE CONNECTICUT-MASSACHUSETTS
 MZ1782'STATE LINE AND NEAR THE NORTH END OF WEST SUFFIELD MOUNTAIN.
 MZ1782'OWNERSHIP--SAMUEL SPENCER ESTATE, MR. RICHARD BENNETT, HARTFORD
 MZ1782'NATIONAL BANK, HARTFORD, CT, PHONE 728-2000.
 MZ1782'
 MZ1782'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 168 AND
 MZ1782'187 IN WEST SUFFIELD, GO WEST AND NORTH FOLLOWING STATE HIGHWAY
 MZ1782'168 FOR 4.0 KM (2.5 MI) TO A SIDE ROAD LEFT (PHELPS ROAD).
 MZ1782'TURN LEFT AND GO WEST AND SOUTHWEST ON PHELPS ROAD FOR 0.6 KM
 MZ1782'(0.4 MI) TO A TRACK ROAD LEFT WHERE ROAD PASSES UNDER A
 MZ1782'POWERLINE.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.1 KM (0.05 MI)
 MZ1782'TO A FORK.  TAKE LEFT FORK AND FOLLOW TRACK ROAD FOR 0.4 KM
 MZ1782'(0.3 MI) TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 MZ1782'FOR 0.3 KM (0.2 MI) TO A TRIANGLULAR BLAZED TREE AND STATION
 MZ1782'ON HIGHEST POINT.
 MZ1782'
 MZ1782'THE STATION IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES 1979---,
 MZ1782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1782'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1782'8.2 METERS (26.9 FT) EAST-SOUTHEAST FROM A 76 CM TRIANGLE BLAZED
 MZ1782'PINE TREE,
 MZ1782'6.7 METERS (22.0 FT) WEST FROM A TRIANGLE BLAZED TWIN TRUNKED
 MZ1782'HICKORY TREE, AND
 MZ1782'6.0 METERS (19.7 FT) EAST FROM THE CENTER OF A TRAIL.
 MZ1782'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES 1979---,
 MZ1782'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 MZ1782'
 MZ1782'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES NO 1 1979---,
 MZ1782'SET INTO THE TOP OF A BOULDER OF 3 METERS
 MZ1782'LARGEST DIMENSION.  IT IS LOCATED
 MZ1782'7.3 METERS (24.0 FT) EAST FROM THE CENTER OF THE TRAIL AND
 MZ1782'3.2 METERS (10.5 FT) SOUTH FROM A 30 CM HICKORY TREE WITH
 MZ1782'TRIANGLE BLAZE.
 MZ1782'MARK IS ABOVE STATION 1.0 METER.
 MZ1782'
 MZ1782'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 MZ1782'STAMPED---WHITES NO 2 1979---,
 MZ1782'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 MZ1782'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 MZ1782'21.9 METERS (71.9 FT) SOUTH-SOUTHWEST FROM A 76 CM TRIANGLE
 MZ1782'BLAZED PINE TREE,
 MZ1782'12.3 METERS (40.4 FT) WEST FROM THE CENTER OF THE TRAIL, AND
 MZ1782'0.5 METER (1.6 FT) EAST FROM A METAL WITNESS POST.
 MZ1782'MARK IS LEVEL WITH STATION.
 MZ1782'
 MZ1782'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OBSTRUCTED BY A
 MZ1782'TREE.
 MZ1782'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 MZ1782'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 MZ1782'
 MZ1782'DESCRIBED BY K.R. WALLACE.
 MZ1782
 MZ1782                          STATION RECOVERY (2003)
 MZ1782
 MZ1782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 MZ1782'FOUND STATION AND RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5413 ***********************************************************************
 LX5413  DESIGNATION -  WHITES CHIMNEY
 LX5413  PID         -  LX5413
 LX5413  STATE/COUNTY-  CT/NEW LONDON
 LX5413  USGS QUAD   -  NIANTIC (1983)
 LX5413
 LX5413                         *CURRENT SURVEY CONTROL
 LX5413  ___________________________________________________________________
 LX5413* NAD 83(1996)-  41 18 11.56285(N)    072 08 37.30436(W)     ADJUSTED  
 LX5413* NAVD 88     -                                                        
 LX5413  ___________________________________________________________________
 LX5413  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX5413  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX5413
 LX5413  HORZ ORDER  -  THIRD
 LX5413
 LX5413.The horizontal coordinates were established by classical geodetic methods
 LX5413.and adjusted by the National Geodetic Survey in August 1998..
 LX5413
 LX5413
 LX5413.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5413
 LX5413.The geoid height was determined by GEOID03.
 LX5413
 LX5413;                    North         East     Units Scale Factor Converg.
 LX5413;SPC CT       -   204,761.888   355,576.786   MT  0.99999119   +0 24 07.3
 LX5413;SPC CT       -   671,789.63  1,166,588.17   sFT  0.99999119   +0 24 07.3
 LX5413;SPC NY L     -   127,860.858   455,455.011   MT  1.00002613   +1 12 51.0
 LX5413;SPC NY L     -   419,490.16  1,494,271.98   sFT  1.00002613   +1 12 51.0
 LX5413;UTM  18      - 4,576,353.287   739,128.261   MT  1.00030380   +1 53 10.2
 LX5413
 LX5413                          SUPERSEDED SURVEY CONTROL
 LX5413
 LX5413  NAD 83(1992)-  41 18 11.56164(N)    072 08 37.30363(W) AD(       ) 4
 LX5413  NAD 83(1986)-  41 18 11.56306(N)    072 08 37.31027(W) AD(       ) 4
 LX5413  NAD 27      -  41 18 11.22000(N)    072 08 39.04000(W) AD(       ) 3
 LX5413
 LX5413.Superseded values are not recommended for survey control.
 LX5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5413.See file dsdata.txt to determine how the superseded data were derived.
 LX5413
 LX5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3912876353(NAD 83)
 LX5413_MARKER: 85 = CHIMNEY
 LX5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5413+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5413
 LX5413  HISTORY     - Date     Condition        Report By
 LX5413  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5413  HISTORY     - 1968     GOOD             CGS
 LX5413  HISTORY     - 1984     GOOD             USPSQD
 LX5413  HISTORY     - 1989     GOOD             USPSQD
 LX5413  HISTORY     - 20010408 GOOD             USPSQD
 LX5413
 LX5413                          STATION DESCRIPTION
 LX5413
 LX5413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5413'THE THREE-STORY STONE MASONRY HOUSE IS ON THE EXTREME TIP OF WHITES
 LX5413'POINT.  THERE ARE THREE STONE CHIMNEYS, ONE THE E END OF THE
 LX5413'HOUSE, ONE IN THE CENTER OF THE HOUSE AND ONE ABOUT 15 FEET FROM
 LX5413'THE W END OF THE HOUSE AND IN THE E-W CENTER LINE.
 LX5413'
 LX5413'THE STATION IS THE CENTER LINE OF THE W CHIMNEY.  HEIGHT ABOUT
 LX5413'40 FEET ABOVE GROUND.
 LX5413
 LX5413                          STATION RECOVERY (1968)
 LX5413
 LX5413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5413'RECOVERED AS DESCRIBED.
 LX5413
 LX5413                          STATION RECOVERY (1984)
 LX5413
 LX5413'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5413'WHITES CHIMNEY 1934 RECOVERED GOOD - RECOVERED AS DESCRIBED.
 LX5413
 LX5413                          STATION RECOVERY (1989)
 LX5413
 LX5413'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5413'RECOVERED IN GOOD CONDITION.
 LX5413
 LX5413                          STATION RECOVERY (2001)
 LX5413
 LX5413'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX5413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MY3719 ***********************************************************************
 MY3719  DESIGNATION -  WHITNEY
 MY3719  PID         -  MY3719
 MY3719  STATE/COUNTY-  CT/WINDHAM
 MY3719  USGS QUAD   -  OXFORD (1979)
 MY3719
 MY3719                         *CURRENT SURVEY CONTROL
 MY3719  ___________________________________________________________________
 MY3719* NAD 83(1996)-  42 00 43.68291(N)    071 50 55.88468(W)     ADJUSTED  
 MY3719* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 MY3719  ___________________________________________________________________
 MY3719  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 MY3719  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 MY3719
 MY3719  HORZ ORDER  -  SECOND
 MY3719
 MY3719.The horizontal coordinates were established by classical geodetic methods
 MY3719.and adjusted by the National Geodetic Survey in August 1998..
 MY3719
 MY3719.The orthometric height was scaled from a topographic map.
 MY3719
 MY3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 MY3719
 MY3719.The geoid height was determined by GEOID03.
 MY3719
 MY3719;                    North         East     Units Scale Factor Converg.
 MY3719;SPC CT       -   283,709.952   379,446.808   MT  1.00001797   +0 35 51.0
 MY3719;SPC CT       -   930,805.07  1,244,901.74   sFT  1.00001797   +0 35 51.0
 MY3719;SPC MA M     -   862,476.116   171,103.385   MT  0.99996994   -0 14 03.6
 MY3719;SPC MA M     - 2,829,640.39    561,361.69   sFT  0.99996994   -0 14 03.6
 MY3719;SPC RI       -   103,215.045    71,102.597   MT  1.00000402   -0 14 00.6
 MY3719;SPC RI       -   338,631.36    233,275.77   sFT  1.00000402   -0 14 00.6
 MY3719;UTM  19      - 4,655,050.371   264,098.995   MT  1.00028481   -1 54 27.3
 MY3719
 MY3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MY3719!SPC CT       -   0.99997593  x   1.00001797  =   0.99999390
 MY3719!SPC MA M     -   0.99997593  x   0.99996994  =   0.99994587
 MY3719!SPC RI       -   0.99997593  x   1.00000402  =   0.99997995
 MY3719!UTM  19      -   0.99997593  x   1.00028481  =   1.00026074
 MY3719
 MY3719|---------------------------------------------------------------------|
 MY3719| PID    Reference Object                     Distance      Geod. Az  |
 MY3719|                                                           dddmmss.s |
 MY3719| DA4381 WHITNEY RM 1                         11.308 METERS 04401     |
 MY3719| DA4382 WHITNEY RM 2                         10.677 METERS 20821     |
 MY3719| DA4380 WHITNEY AZ MK                                      3242734.6 |
 MY3719| MY3726 WEBSTER POLSKO KOSCIOL CHURCH       APPROX. 4.5 KM 3332405.2 |
 MY3719| MY3724 WEBSTER ST JOSEPHS CH S SPIRE       APPROX. 4.7 KM 3333011.3 |
 MY3719| MY3725 WEBSTER ST JOSEPHS CH N SPIRE       APPROX. 4.7 KM 3333636.8 |
 MY3719| MY3727 WEBSTER CYLINDRICAL TANK            APPROX. 4.5 KM 3401052.5 |
 MY3719|---------------------------------------------------------------------|
 MY3719
 MY3719                          SUPERSEDED SURVEY CONTROL
 MY3719
 MY3719  NAD 83(1996)-  42 00 43.68278(N)    071 50 55.88466(W) AD(       ) 2
 MY3719  NAD 83(1992)-  42 00 43.68240(N)    071 50 55.88378(W) AD(       ) 2
 MY3719  NAD 83(1992)-  42 00 43.68243(N)    071 50 55.88383(W) AD(       ) 2
 MY3719  NAD 83(1986)-  42 00 43.68341(N)    071 50 55.88221(W) AD(       ) 2
 MY3719  NAD 27      -  42 00 43.32914(N)    071 50 57.62195(W) AD(       ) 2
 MY3719
 MY3719.Superseded values are not recommended for survey control.
 MY3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MY3719.See file dsdata.txt to determine how the superseded data were derived.
 MY3719
 MY3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6409955050(NAD 83)
 MY3719_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MY3719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MY3719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MY3719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MY3719+STABILITY: SURFACE MOTION
 MY3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MY3719+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 MY3719
 MY3719  HISTORY     - Date     Condition        Report By
 MY3719  HISTORY     - 1937     MONUMENTED       CTGS
 MY3719  HISTORY     - 20050521 GOOD             GEOCAC
 MY3719
 MY3719                          STATION DESCRIPTION
 MY3719
 MY3719'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 MY3719'STATION IS ON A HIGH WOODED HILL IN A SMALL CLEARING, WHICH IS
 MY3719'ABOUT 3/4 MILE SOUTH OF THE MASS. STATE LINE, AND ABOUT 2 MILES
 MY3719'NORTHWEST OF EAST THOMPSON (AIRLINE).  IT IS A CONCRETE MONUMENT
 MY3719'WITH A STANDARD DISK STAMPED WHITNEY-1937, SET AMONGST LARGE
 MY3719'BOULDERS, ON THE HIGH HILL MENTIONED ABOVE.
 MY3719'
 MY3719'TO REACH FROM THE MAIN CROSS ROADS AT THOMPSON (ROUTES 193 AND
 MY3719'200), TAKE ROUTE 193 NORTH FOR 3.8 MILES, AND TURN LEFT (WEST) AT
 MY3719'SINCLAR GAS STATION, FOLLOWING ARROW WILSONVILLE-3 MI.  FOR 2 MILE
 MY3719'AND TURN RIGHT (NORTH) INTO DIRT ROAD LEADING UPHILL.  THENCE 0.2
 MY3719'MILE TO A POINT JUST PAST THE TOP OF THE GRADE, AT DIM WOODS
 MY3719'ROAD LEADING RIGHT (EAST) (SMALL OAK WITH TRIANGULAR BLAZE
 MY3719'HERE).  THIS IS THE END OF TRUCK TRAVEL.  FOLLOW THIS WOODS
 MY3719'ROAD, 400 FEET TO CLEARANCE, THEN TURN RIGHT (EAST) AND GO ALONG
 MY3719'SOUTH SIDE OF CLEARANCE FOR ABOUT 1000 FEET TO STATION
 MY3719'AMONGST LARGE BOULDERS.
 MY3719'
 MY3719'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WHITNEY-1937-NO.1
 MY3719'SET IN OUTCROPPING LEDGE (12 FEET DROP ON EAST OF REFERENCE).  IT
 MY3719'IS 37.10 FEET NORTHEAST OF STATION.  REFERENCE MARK NO. 2 IS A
 MY3719'STANDARD DISK STAMPED WHITNEY-1937-NO.2 SET IN A BOULDER ABOUT 3
 MY3719'FEET LONG, 2 FEET WIDE, AND 6 INCHES HIGH, SITUATED 35.03 FEET
 MY3719'SOUTHWEST OF STATION AT EDGE OF WOODS.
 MY3719'
 MY3719'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 MY3719'DISKS SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A, AND
 MY3719'12A.  UNDERGROUND STATION MARK UNKNOWN.
 MY3719'
 MY3719'THE AZIMUTH MARK IS A STANDARD DISK WHITNEY-1937 SET IN A BOULDER
 MY3719'ABOUT 5 FEET LONG, 3 FEET WIDE, AND 3 FEET ABOVE THE GROUND.  IT
 MY3719'IS SITUATED ABOUT 1/4 MILE NORTHWEST OF THE STATION, 60 FEET WEST
 MY3719'OF OLD WOODS ROAD, AND 10 FEET ABOVE THE LEVEL OF THE WOODS ROAD.
 MY3719'
 MY3719'HEIGHT OF LIGHT ABOVE STATION MARK 14.2 METERS.
 MY3719
 MY3719                          STATION RECOVERY (2005)
 MY3719
 MY3719'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 MY3719'FOUND THE STATION AND RM1 IN GOOD CONDITION. THE DISK FROM RM2 HAS
 MY3719'BEEN REMOVED. THERE IS A DRILLHOLE 35.3 FEET IN A SW DIRECTION THAT
 MY3719'COULD BE WHERE THE RM SHOULD BE WITHOUT THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3572 ***********************************************************************
 LX3572  DESIGNATION -  WHITTEMORE
 LX3572  PID         -  LX3572
 LX3572  STATE/COUNTY-  CT/NEW HAVEN
 LX3572  USGS QUAD   -  WOODBURY (1984)
 LX3572
 LX3572                         *CURRENT SURVEY CONTROL
 LX3572  ___________________________________________________________________
 LX3572* NAD 83(1996)-  41 32 01.05253(N)    073 08 09.10294(W)     ADJUSTED  
 LX3572* NAVD 88     -       295.3    (meters)     969.     (feet)  VERTCON   
 LX3572  ___________________________________________________________________
 LX3572  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 LX3572  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX3572
 LX3572  HORZ ORDER  -  FIRST
 LX3572
 LX3572.The horizontal coordinates were established by classical geodetic methods
 LX3572.and adjusted by the National Geodetic Survey in August 1998..
 LX3572
 LX3572.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3572
 LX3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3572
 LX3572.The geoid height was determined by GEOID03.
 LX3572
 LX3572;                    North         East     Units Scale Factor Converg.
 LX3572;SPC CT       -   230,245.503   272,599.938   MT  0.99998314   -0 15 21.1
 LX3572;SPC CT       -   755,397.12    894,354.96   sFT  0.99998314   -0 15 21.1
 LX3572;UTM  18      - 4,599,675.034   655,508.986   MT  0.99989761   +1 14 10.6
 LX3572
 LX3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3572!SPC CT       -   0.99995827  x   0.99998314  =   0.99994141
 LX3572!UTM  18      -   0.99995827  x   0.99989761  =   0.99985589
 LX3572
 LX3572:                Primary Azimuth Mark                     Grid Az
 LX3572:SPC CT       -  WATERBURY CLOUGH ST TANK                 051 37 52.7
 LX3572:UTM  18      -  WATERBURY CLOUGH ST TANK                 050 08 21.0
 LX3572
 LX3572|---------------------------------------------------------------------|
 LX3572| PID    Reference Object                     Distance      Geod. Az  |
 LX3572|                                                           dddmmss.s |
 LX3572| LX3563 WATERBURY CLOUGH ST TANK            APPROX. 5.5 KM 0512231.6 |
 LX3572| LX3546 WATERBURY RR STA CLOCKTOWER         APPROX. 7.8 KM 0720935.9 |
 LX3572| LX3560 WATERBURY MURRY PARK TANK           APPROX. 6.1 KM 0975215.8 |
 LX3572| LX3558 NAUGATUCK IND PARK TANK             APPROX. 8.3 KM 1062311.6 |
 LX3572| CB5168 WHITTEMORE RM 1                      21.727 METERS 17341     |
 LX3572| CB5169 WHITTEMORE RM 2                      28.091 METERS 26702     |
 LX3572| LX3599 ROXBURY                             APPROX.10.4 KM 2803034.6 |
 LX3572|---------------------------------------------------------------------|
 LX3572
 LX3572                          SUPERSEDED SURVEY CONTROL
 LX3572
 LX3572  NAD 83(1992)-  41 32 01.05210(N)    073 08 09.10331(W) AD(       ) 1
 LX3572  NAD 83(1986)-  41 32 01.05405(N)    073 08 09.10504(W) AD(       ) 1
 LX3572  NAD 27      -  41 32 00.70703(N)    073 08 10.70738(W) AD(       ) 1
 LX3572  NGVD 29 (07/19/86)  295.6    (m)          970.     (f) VERT ANG       
 LX3572
 LX3572.Superseded values are not recommended for survey control.
 LX3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3572.See file dsdata.txt to determine how the superseded data were derived.
 LX3572
 LX3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5550999675(NAD 83)
 LX3572_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX3572_SETTING: 80 = SET IN A BOULDER
 LX3572_SP_SET: PARTIALLY EXPOSED BOULDER
 LX3572_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3572+STABILITY: SURFACE MOTION
 LX3572
 LX3572  HISTORY     - Date     Condition        Report By
 LX3572  HISTORY     - 1981     MONUMENTED       NGS
 LX3572  HISTORY     - 1982     GOOD             NGS
 LX3572
 LX3572                          STATION DESCRIPTION
 LX3572
 LX3572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3572'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) WEST FROM THE JUNCTION
 LX3572'OF INTERSTATE HIGHWAY 84 AND STATE HIGHWAY 8, 1.3 KM (0.8 MI)
 LX3572'NORTHWEST OF MIDDLEBURY, 0.8 KM (0.5 MI) EAST FROM THE EAST SHORE
 LX3572'OF LAKE QUASSAPAUG, ON GREAT HILL, NEAR AN OLD LOOKOUT TOWER SITE.
 LX3572'OWNERSHIP--MR ROBERT WHITTEMORE, PRESIDENT OF J H WHITTEMORE CO.,
 LX3572'327 CHURCH STREET, NAUGATUCK CT 06770, PHONE 203-729-222.
 LX3572'
 LX3572'TO REACH THE STATION FROM THE MIDDLEBURY POST OFFICE, NORTH OF
 LX3572'TOWN ON STATE HIGHWAY 64.  GO SOUTHWEST ON HIGHWAY 64 FOR 1.4 KM
 LX3572'(0.9 MI) TO THE JUNCTION WITH STATE HIGHWAY 188 ON THE LEFT.
 LX3572'PROCEED AHEAD ON HIGHWAY 64 FOR 0.4 KM (0.25 MI) TO THE FIRST OF
 LX3572'TWO ROADS ON THE RIGHT (WHITTEMORE ROAD).  TURN RIGHT, PROCEED
 LX3572'NORTHWEST FOR 0.6 KM (0.4 MI) TO A FORK, BEAR RIGHT, NORTH ON MAIN
 LX3572'ROAD, PROCEED FOR 1 KM (0.6 MI) TO A REVERSE FORK ON THE LEFT.
 LX3572'CONTINUE AHEAD FOR 50 METERS (165 FT) TO A PRIVATE PAVED DRIVE ON
 LX3572'THE RIGHT.  TURN RIGHT, EAST, PROCEED ON PAVED DRIVE FOR 0.3 KM
 LX3572'(0.2 MI) TO A FORK, BEAR RIGHT,SOUTHEAST, UPGRADE PROCEED FOR
 LX3572'0.3 KM (0.2 MI) TO A WOODS ROAD RIGHT OPPOSITE A MANSION ON THE
 LX3572'RIGHT.  BEAR LEFT UP EMBANKMENT ON WOODS ROAD FOR ABOUT 50
 LX3572'METERS (165 FT) TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT, SOUTH
 LX3572'ON TRACK ROAD, PROCEED FOR 0.2 KM (0.15 MI) TO STATION ON THE LEFT
 LX3572'NEAR OLD LOOKOUT TOWER SITE.
 LX3572'
 LX3572'THE STATION IS A STANDARD NGS DISK
 LX3572'STAMPED---WHITTEMORE 1981---,
 LX3572'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METER
 LX3572'LARGEST DIMENSION.  IT IS LOCATED
 LX3572'19.2 METERS (63 FT) EAST FROM A WOODS ROAD,
 LX3572'5.1 METERS (16.73 FT) SOUTHWEST FROM A 1 CM BY 61 CM FLAT
 LX3572'IRON POST CEMENTED INTO A BOULDER,
 LX3572'3.8 METERS (12.46 FT) SOUTHEAST FROM A 0.6 METER HIGH FLAT IRON POST
 LX3572'CEMENTED INTO A BOULDER AND
 LX3572'3.5 METERS (11.48 FT) NORTHEAST FROM A 0.6 METER HIGH FLAT IRON POST
 LX3572'THAT IS CEMENTED INTO A BOULDER.
 LX3572'
 LX3572'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3572'STAMPED---WHITTEMORE NO 1 1981---,
 LX3572'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1 METER
 LX3572'LARGEST DIMENSION.  IT IS LOCATED
 LX3572'12.3 METERS (40.35 FT) EAST FROM THE WOODS ROAD AND
 LX3572'2.33 METERS (7.65 FT) WEST FROM A DOUBLE TRUNKED PINE TREE.
 LX3572'MARK IS BELOW STATION 0.5 METERS.
 LX3572'
 LX3572'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3572'STAMPED---WHITTEMORE NO 2 1981---,
 LX3572'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 3 METERS
 LX3572'LARGEST DIMENSION.  IT IS LOCATED
 LX3572'7.59 METERS (24.9 FT) WEST FROM THE WOODS ROAD AND
 LX3572'5.7 METERS (18.7 FT) EAST FROM A DOUBLE TRUNKED PINE TREE.
 LX3572'MARK IS LEVEL WITH STATION.
 LX3572'
 LX3572'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREES ON LINE.
 LX3572'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.7 METERS.
 LX3572'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX3572
 LX3572                          STATION RECOVERY (1982)
 LX3572
 LX3572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3572'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX3572'IN GOOD CONDITION AS DESCRIBED IN 1981.
 LX3572'
 LX3572'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6028 ***********************************************************************
 LX6028  DESIGNATION -  WHITTEMORES GABLE
 LX6028  PID         -  LX6028
 LX6028  STATE/COUNTY-  CT/MIDDLESEX
 LX6028  USGS QUAD   -  DEEP RIVER (1971)
 LX6028
 LX6028                         *CURRENT SURVEY CONTROL
 LX6028  ___________________________________________________________________
 LX6028* NAD 83(1996)-  41 28 15.73113(N)    072 29 12.36884(W)     ADJUSTED  
 LX6028* NAVD 88     -                                                        
 LX6028  ___________________________________________________________________
 LX6028  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LX6028  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX6028
 LX6028  HORZ ORDER  -  THIRD
 LX6028
 LX6028.The horizontal coordinates were established by classical geodetic methods
 LX6028.and adjusted by the National Geodetic Survey in August 1998..
 LX6028
 LX6028
 LX6028.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6028
 LX6028.The geoid height was determined by GEOID03.
 LX6028
 LX6028;                    North         East     Units Scale Factor Converg.
 LX6028;SPC CT       -   223,255.822   326,788.778   MT  0.99998373   +0 10 28.3
 LX6028;SPC CT       -   732,465.14  1,072,139.52   sFT  0.99998373   +0 10 28.3
 LX6028;UTM  18      - 4,594,097.883   709,863.038   MT  1.00014204   +1 39 53.9
 LX6028
 LX6028                          SUPERSEDED SURVEY CONTROL
 LX6028
 LX6028  NAD 83(1992)-  41 28 15.73036(N)    072 29 12.36865(W) AD(       ) 4
 LX6028  NAD 83(1986)-  41 28 15.73215(N)    072 29 12.37120(W) AD(       ) 4
 LX6028  NAD 27      -  41 28 15.37200(N)    072 29 14.07200(W) AD(       ) 3
 LX6028
 LX6028.Superseded values are not recommended for survey control.
 LX6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6028.See file dsdata.txt to determine how the superseded data were derived.
 LX6028
 LX6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0986394098(NAD 83)
 LX6028
 LX6028  HISTORY     - Date     Condition        Report By
 LX6028  HISTORY     - 1934     MONUMENTED       CGS
 LX6028  HISTORY     - 1969     SEE DESCRIPTION  CGS
 LX6028
 LX6028                          STATION DESCRIPTION
 LX6028
 LX6028'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6028'THE SUMMER RESIDENCE OF HAROLD B. WHITTEMORE IS AT THE END OF A
 LX6028'PRIVATE ROAD THAT TURNS OFF ROUTE 9 ABOUT 1-3/4 MILES S OF THE
 LX6028'MIDDLESEX COUNTY JAIL.  THE PRIVATE ROAD IS 0.15 OF A MILE LONG.
 LX6028'
 LX6028'THE HOUSE IS A TWO-STORY RECTANGULAR BUILDING PAINTED WHITE WITH
 LX6028'SOLID BLUE SHUTTERS.  THE GABLES FACE VERY NEARLY E AND W.  THERE
 LX6028'IS A SINGLE LARGE SQUARE RED BRICK CHIMNEY IN THE MIDDLE OF THE
 LX6028'ROOF.  THE HOUSE STANDS AT THE TOP OF A 15-FOOT BANK AT THE
 LX6028'RIVERS EDGE.  THE BANK IS HELD BACK BY THREE SUCCESSIVE RETAINING
 LX6028'WALLS.
 LX6028'
 LX6028'CENTER IS THE APEX OF THE EASTERLY GABLE.
 LX6028
 LX6028                          STATION RECOVERY (1969)
 LX6028
 LX6028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JKW)
 LX6028'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE STATION WAS
 LX6028'RECOVERED BY BOAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3750 ***********************************************************************
 LX3750  DESIGNATION -  WICC NORTH RADIO TOWER
 LX3750  PID         -  LX3750
 LX3750  STATE/COUNTY-  CT/FAIRFIELD
 LX3750  USGS QUAD   -  BRIDGEPORT (1984)
 LX3750
 LX3750                         *CURRENT SURVEY CONTROL
 LX3750  ___________________________________________________________________
 LX3750* NAD 83(1996)-  41 09 39.57729(N)    073 09 52.75300(W)     ADJUSTED  
 LX3750* NAVD 88     -                                                        
 LX3750  ___________________________________________________________________
 LX3750  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 LX3750  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3750
 LX3750  HORZ ORDER  -  THIRD
 LX3750
 LX3750.The horizontal coordinates were established by classical geodetic methods
 LX3750.and adjusted by the National Geodetic Survey in August 1998..
 LX3750
 LX3750
 LX3750.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3750
 LX3750.The geoid height was determined by GEOID03.
 LX3750
 LX3750;                    North         East     Units Scale Factor Converg.
 LX3750;SPC CT       -   188,872.771   269,998.666   MT  1.00000417   -0 16 29.8
 LX3750;SPC CT       -   619,660.08    885,820.62   sFT  1.00000417   -0 16 29.8
 LX3750;SPC NY L     -   110,753.141   370,110.341   MT  1.00000959   +0 32 47.0
 LX3750;SPC NY L     -   363,362.60  1,214,270.34   sFT  1.00000959   +0 32 47.0
 LX3750;UTM  18      - 4,558,252.669   653,982.817   MT  0.99989182   +1 12 29.6
 LX3750
 LX3750                          SUPERSEDED SURVEY CONTROL
 LX3750
 LX3750  NAD 83(1992)-  41 09 39.57638(N)    073 09 52.75236(W) AD(       ) 4
 LX3750  NAD 83(1986)-  41 09 39.57998(N)    073 09 52.75621(W) AD(       ) 4
 LX3750  NAD 27      -  41 09 39.23000(N)    073 09 54.35400(W) AD(       ) 3
 LX3750
 LX3750.Superseded values are not recommended for survey control.
 LX3750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3750.See file dsdata.txt to determine how the superseded data were derived.
 LX3750
 LX3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5398358253(NAD 83)
 LX3750_MARKER: 43 = RADIO/TV TOWER
 LX3750
 LX3750  HISTORY     - Date     Condition        Report By
 LX3750  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX3750  HISTORY     - 1963     GOOD             CGS
 LX3750  HISTORY     - 1971     GOOD             NGS
 LX3750  HISTORY     - 1981     GOOD             NGS
 LX3750  HISTORY     - 19950721 GOOD             USPSQD
 LX3750
 LX3750                          STATION DESCRIPTION
 LX3750
 LX3750'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3750'TOWER IS A STEEL ANGLE IRON LATTICE STRUCTURE PYRAMIDAL IN
 LX3750'SHAPE, BASE IS ABOUT 50 FEET SQUARE.  IT IS BUILT IN 12
 LX3750'TWENTY-FIVE-FOOT SECTIONS, EACH SECTION BEING PAINTED ALTERNATELY
 LX3750'BLACK, WHITE AND YELLOW EXCEPT THE TOP SECTION WHICH IS PAINTED
 LX3750'ONE-THIRD EACH OF THESE SAME COLORS.  IT IS SURMOUNTED BY A
 LX3750'FLASHING RED BEACON.  THIS IS ONE OF TWIN TOWERS CONNECTED BY
 LX3750'A RADIO WIRE, AND OPERATED BY RADIO STATION WICC, OF
 LX3750'BRIDGEPORT, CONN.  LOCATED ON A POINT OF LAND KNOWN AS PLEASURE
 LX3750'BEACH JUST E OF BRIDGEPORT HARBOR.  STATION IS THE CENTER
 LX3750'LINE OF BEACON AT APEX OF TOWER, 300 FEET ABOVE GROUND, AND
 LX3750'DISTANT NORTHERLY ABOUT 700 FEET FROM SOUTH RADIO TOWER.
 LX3750'BUILT IN MAY 1933.
 LX3750
 LX3750                          STATION RECOVERY (1963)
 LX3750
 LX3750'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JMC)
 LX3750'TOWERS RECOVERED AS DESCRIBED.  TOWERS NOW PAINTED RED AND WHITE.
 LX3750
 LX3750                          STATION RECOVERY (1971)
 LX3750
 LX3750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 LX3750'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3750'
 LX3750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3750'BRIDGEPORT.
 LX3750
 LX3750                          STATION RECOVERY (1981)
 LX3750
 LX3750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 LX3750'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX3750'
 LX3750'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BRIDGEPORT.
 LX3750
 LX3750                          STATION RECOVERY (1995)
 LX3750
 LX3750'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3751 ***********************************************************************
 LX3751  DESIGNATION -  WICC SOUTH RADIO TOWER
 LX3751  PID         -  LX3751
 LX3751  STATE/COUNTY-  CT/FAIRFIELD
 LX3751  USGS QUAD   -  BRIDGEPORT (1984)
 LX3751
 LX3751                         *CURRENT SURVEY CONTROL
 LX3751  ___________________________________________________________________
 LX3751* NAD 83(1996)-  41 09 33.14712(N)    073 09 50.36841(W)     ADJUSTED  
 LX3751* NAVD 88     -                                                        
 LX3751  ___________________________________________________________________
 LX3751  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 LX3751  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3751
 LX3751  HORZ ORDER  -  THIRD
 LX3751
 LX3751.The horizontal coordinates were established by classical geodetic methods
 LX3751.and adjusted by the National Geodetic Survey in August 1998..
 LX3751
 LX3751
 LX3751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3751
 LX3751.The geoid height was determined by GEOID03.
 LX3751
 LX3751;                    North         East     Units Scale Factor Converg.
 LX3751;SPC CT       -   188,674.140   270,053.310   MT  1.00000437   -0 16 28.2
 LX3751;SPC CT       -   619,008.41    885,999.90   sFT  1.00000437   -0 16 28.2
 LX3751;UTM  18      - 4,558,055.541   654,042.576   MT  0.99989205   +1 12 31.0
 LX3751
 LX3751                          SUPERSEDED SURVEY CONTROL
 LX3751
 LX3751  NAD 83(1992)-  41 09 33.14620(N)    073 09 50.36769(W) AD(       ) 4
 LX3751  NAD 83(1986)-  41 09 33.14657(N)    073 09 50.37084(W) AD(       ) 4
 LX3751  NAD 27      -  41 09 32.80300(N)    073 09 51.98100(W) AD(       ) 3
 LX3751
 LX3751.Superseded values are not recommended for survey control.
 LX3751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3751.See file dsdata.txt to determine how the superseded data were derived.
 LX3751
 LX3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL5404358056(NAD 83)
 LX3751_MARKER: 43 = RADIO/TV TOWER
 LX3751
 LX3751  HISTORY     - Date     Condition        Report By
 LX3751  HISTORY     - 1933     FIRST OBSERVED   CGS
 LX3751  HISTORY     - 1963     GOOD             CGS
 LX3751  HISTORY     - 1971     GOOD             NGS
 LX3751  HISTORY     - 1981     GOOD             NGS
 LX3751  HISTORY     - 1982     GOOD             NGS
 LX3751  HISTORY     - 1987     GOOD             USPSQD
 LX3751  HISTORY     - 19950721 GOOD             USPSQD
 LX3751
 LX3751                          STATION DESCRIPTION
 LX3751
 LX3751'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3751'TOWER IS A STEEL ANGLE IRON LATTICE STRUCTURE PYRAMIDAL IN
 LX3751'SHAPE, BASE IS ABOUT 50 FEET SQUARE.  IT IS BUILT IN 12
 LX3751'TWENTY-FIVE-FOOT SECTIONS, EACH SECTION BEING PAINTED ALTERNATELY
 LX3751'BLACK, WHITE AND YELLOW EXCEPT THE TOP SECTION WHICH IS PAINTED
 LX3751'ONE-THIRD EACH OF THESE SAME COLORS.  IT IS SURMOUNTED BY A
 LX3751'FLASHING RED BEACON.  THIS IS ONE OF TWIN TOWERS CONNECTED BY A
 LX3751'RADIO WIRE AND OPERATED BY RADIO STATION WICC, OF BRIDGEPORT,
 LX3751'CONN.  LOCATED ON A POINT OF LAND KNOWN AS PLEASURE BEACH JUST E
 LX3751'OF BRIDGEPORT HARBOR.  STATION IS THE CENTER LINE OF BEACON AT
 LX3751'APEX OF TOWER, 300 FEET ABOVE GROUND, AND SOUTHERLY ABOUT 700
 LX3751'FEET FROM NORTH RADIO TOWER.  BUILT IN MAY 1933.
 LX3751
 LX3751                          STATION RECOVERY (1963)
 LX3751
 LX3751'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JMC)
 LX3751'TOWERS RECOVERED AS DESCRIBED.  TOWERS NOW PAINTED RED AND WHITE.
 LX3751
 LX3751                          STATION RECOVERY (1971)
 LX3751
 LX3751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 LX3751'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 LX3751'
 LX3751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX3751'AT BRIDGEPORT.
 LX3751
 LX3751                          STATION RECOVERY (1981)
 LX3751
 LX3751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DRM)
 LX3751'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 LX3751'
 LX3751'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BRIDGEPORT.
 LX3751
 LX3751                          STATION RECOVERY (1982)
 LX3751
 LX3751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX3751'THE STATION, WICC SOUTH RADIO TOWER WAS RECOVERED
 LX3751'IN GOOD CONDITION.  THE WIRE CONNECTING THE SOUTH
 LX3751'TOWER TO THE NORTH TOWER HAS BEEN REMOVED.  IT IS
 LX3751'NOW RED AND WHITE.
 LX3751'THE STATION WAS DESIGNATED NORTH RADIO TOWER IN 1933.
 LX3751'
 LX3751'THE STATION, WICC NORTH RADIO TOWER, IS THE RED
 LX3751'LIGHT TOP CENTER OF THE RED AND WHITE 91 METERS
 LX3751'(300 FT) HIGH TOWER.
 LX3751'
 LX3751'THE STATION IS LOCATED ON A POINT OF LAND KNOWN AS
 LX3751'PLEASURE BEACH AND JUST EAST OF BRODGEPORT HARBOR.
 LX3751'OWNERSHIP--WICC RADIO STATION, BRIDGEPORT CT 06601.
 LX3751'
 LX3751'DESCRIBED BY G.R. HEID.
 LX3751
 LX3751                          STATION RECOVERY (1987)
 LX3751
 LX3751'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX3751'RECOVERED IN GOOD CONDITION.
 LX3751
 LX3751                          STATION RECOVERY (1995)
 LX3751
 LX3751'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX3751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3561 ***********************************************************************
 LW3561  DESIGNATION -  WICK
 LW3561  PID         -  LW3561
 LW3561  STATE/COUNTY-  CT/NEW LONDON
 LW3561  USGS QUAD   -  VOLUNTOWN (1975)
 LW3561
 LW3561                         *CURRENT SURVEY CONTROL
 LW3561  ___________________________________________________________________
 LW3561* NAD 83(1996)-  41 37 15.09772(N)    071 47 18.31094(W)     ADJUSTED  
 LW3561* NAVD 88     -       131.     (meters)     430.     (feet)  SCALED    
 LW3561  ___________________________________________________________________
 LW3561  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 LW3561  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LW3561
 LW3561  HORZ ORDER  -  SECOND
 LW3561
 LW3561.The horizontal coordinates were established by classical geodetic methods
 LW3561.and adjusted by the National Geodetic Survey in August 1998..
 LW3561
 LW3561.The orthometric height was scaled from a topographic map.
 LW3561
 LW3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3561
 LW3561.The geoid height was determined by GEOID03.
 LW3561
 LW3561;                    North         East     Units Scale Factor Converg.
 LW3561;SPC CT       -   240,308.065   384,936.514   MT  0.99998430   +0 38 15.3
 LW3561;SPC CT       -   788,410.71  1,262,912.55   sFT  0.99998430   +0 38 15.3
 LW3561;SPC RI       -    59,737.963    75,963.025   MT  1.00000086   -0 11 29.6
 LW3561;SPC RI       -   195,990.30    249,222.02   sFT  1.00000086   -0 11 29.6
 LW3561;UTM  19      - 4,611,438.390   267,693.028   MT  1.00026416   -1 51 10.4
 LW3561
 LW3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3561!SPC CT       -   0.99998423  x   0.99998430  =   0.99996853
 LW3561!SPC RI       -   0.99998423  x   1.00000086  =   0.99998509
 LW3561!UTM  19      -   0.99998423  x   1.00026416  =   1.00024839
 LW3561
 LW3561|---------------------------------------------------------------------|
 LW3561| PID    Reference Object                     Distance      Geod. Az  |
 LW3561|                                                           dddmmss.s |
 LW3561| LW3568 BOUNDARY STATE BOUND 0 CT RI         17.112 METERS 04833     |
 LW3561| CB8659 WICK RM 1                            25.091 METERS 08306     |
 LW3561| LW3560 ESCOHEAG                            APPROX. 1.6 KM 1522511.7 |
 LW3561| CB8660 WICK RM 2                            46.817 METERS 21709     |
 LW3561| CB8661 WICK RM 3                            34.516 METERS 29530     |
 LW3561|---------------------------------------------------------------------|
 LW3561
 LW3561                          SUPERSEDED SURVEY CONTROL
 LW3561
 LW3561  NAD 83(1992)-  41 37 15.09664(N)    071 47 18.31025(W) AD(       ) 2
 LW3561  NAD 83(1986)-  41 37 15.09641(N)    071 47 18.31058(W) AD(       ) 2
 LW3561  NAD 27      -  41 37 14.73585(N)    071 47 20.05738(W) AD(       ) 2
 LW3561
 LW3561.Superseded values are not recommended for survey control.
 LW3561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3561.See file dsdata.txt to determine how the superseded data were derived.
 LW3561
 LW3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6769311438(NAD 83)
 LW3561_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3561_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3561+STABILITY: SURFACE MOTION
 LW3561
 LW3561  HISTORY     - Date     Condition        Report By
 LW3561  HISTORY     - 1937     MONUMENTED       CTGS
 LW3561  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LW3561
 LW3561                          STATION DESCRIPTION
 LW3561
 LW3561'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937
 LW3561'STANDARD DISK STAMPED WICK-1937 SET 14 INCHES BELOW SURFACE OF
 LW3561'GROUND IN LARGE LEDGE, 5 MILES NORTHEAST OF VOLUNTOWN, 17 FEET
 LW3561'SOUTHEAST OF CENTER LINE OF EAST-WEST DIRT ROAD, 16 FEET NORTH-WEST
 LW3561'OF STONE WALL, AND 16 FEET EAST OF THREE 10-INCH SUGAR MAPLES.
 LW3561'
 LW3561'CONN.-R.I. STATE BOUND 0 IS FIELD GRANITE 3 FEET HIGH,
 LW3561'16-BY 10-INCHES RAGGED TOP, WITH SMALL DRILL HOLE ON FLAT
 LW3561'SURFACE ON WEST EDGE OF STONE, 48.17 FEET EAST-NORTHEAST OF
 LW3561'STATION, 18 FEET SOUTHEAST OF CENTER LINE OF DIRT ROAD,
 LW3561'AND 8 FEET NORTHEAST OF 10 INCHES SUGAR MAPLE.
 LW3561'
 LW3561'TO REACH FROM THE EASTERLY INTERSECTION OF ROUTES 95 AND 138 IN
 LW3561'VOLUNTOWN, TAKE DIRT ROAD LEADING NORTHEAST BETWEEN THESE TWO
 LW3561'HIGHWAYS, PAST CEMETERY ON RIGHT (SOUTH), FOR 2.2 MILES TO CROSS
 LW3561'ROADS (2-STORY HOSE ON WEST CORNER).  CONTINUE STRAIGHT
 LW3561'(NORTHEAST) 0.6 MILES TO RIGHT FORK (EAST).  0.3 MILES TO CROSS
 LW3561'ROADS (HOUSE ON NORTH CORNER).  (NORTHEAST) 1.5 MILES TO
 LW3561'STATION ON RIGHT (SOUTHEAST OF ROAD AMONGST HIGH TREES.)
 LW3561'
 LW3561'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LW3561'SET IN CONCRETE, AND IN OUTCROPPING BEDROCK, NOTES 1A AND 12A.
 LW3561'
 LW3561'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WICK-1937-NO. 1
 LW3561'SET IN ROCK OUTCROP 4- BY 2- BY 1-FEET HIGH, 82.32 FEET EAST
 LW3561'OF STATION, AND 70 FEET SOUTHEAST OF CENTER LINE OF DIRT
 LW3561'ROAD.  REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED
 LW3561'WICK-1937-NO. 2 SET IN ROCK OUTCROP 4 FEET BY 3 FEET AND 16
 LW3561'INCHES HIGH, 153.60 FEET SOUTHWEST OF STATION, 20 FEET SOUTHEAST
 LW3561'OF WALL, AND 50 FEET SOUTHEAST OF CENTER LINE OF DIRT ROAD.
 LW3561'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WICK-1937-NO. 3
 LW3561'SET IN ROCK OUTCROP 4 FEET BY 2 FEET AND 18 INCHES HIGH,
 LW3561'(EAST END), 113.24 FEET NORTHWEST OF STATION, AND 90 FEET
 LW3561'NORTH OF CENTER LINE OF DIRT ROAD.
 LW3561'
 LW3561'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 LW3561
 LW3561                          STATION RECOVERY (1973)
 LW3561
 LW3561'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LW3561'WICK 1937 EXCELLENT
 LW3561'
 LW3561'WICK NO. 1 1937 EXCELLENT
 LW3561'
 LW3561'WICK NO. 2 1937 EXCELLENT
 LW3561'
 LW3561'WICK NO. 3 1937 EXCELLENT
 LW3561'
 LW3561'STATION IS 56.14 FEET EAST-NORTHEAST OF STATE BOUND 0.  DESCRIPTION
 LW3561'MENTIONS THIS DISTANCE AS 48.17 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2186 ***********************************************************************
 LX2186  DESIGNATION -  WICKHAM
 LX2186  PID         -  LX2186
 LX2186  STATE/COUNTY-  CT/HARTFORD
 LX2186  USGS QUAD   -  MANCHESTER (1992)
 LX2186
 LX2186                         *CURRENT SURVEY CONTROL
 LX2186  ___________________________________________________________________
 LX2186* NAD 83(1986)-  41 46 36.     (N)    072 35 07.     (W)     SCALED    
 LX2186* NAVD 88     -        83.178  (meters)     272.89   (feet)  ADJUSTED  
 LX2186  ___________________________________________________________________
 LX2186  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX2186  DYNAMIC HT  -          83.152 (meters)     272.81  (feet)  COMP
 LX2186  MODELED GRAV-     980,315.2   (mgal)                       NAVD 88
 LX2186
 LX2186  VERT ORDER  -  FIRST     CLASS II
 LX2186
 LX2186.The horizontal coordinates were scaled from a topographic map and have
 LX2186.an estimated accuracy of +/- 6 seconds.
 LX2186
 LX2186.The orthometric height was determined by differential leveling
 LX2186.and adjusted by the National Geodetic Survey in June 1991..
 LX2186
 LX2186.The geoid height was determined by GEOID03.
 LX2186
 LX2186.The dynamic height is computed by dividing the NAVD 88
 LX2186.geopotential number by the normal gravity value computed on the
 LX2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2186.degrees latitude (g = 980.6199 gals.).
 LX2186
 LX2186.The modeled gravity was interpolated from observed gravity values.
 LX2186
 LX2186;                    North         East    Units  Estimated Accuracy
 LX2186;SPC CT       -   257,180.      318,500.      MT  (+/- 180 meters Scaled)
 LX2186
 LX2186                          SUPERSEDED SURVEY CONTROL
 LX2186
 LX2186.No superseded survey control is available for this station.
 LX2186
 LX2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM006277(NAD 83)
 LX2186_MARKER: DS = TRIANGULATION STATION DISK
 LX2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2186_SP_SET: CONCRETE POST
 LX2186_STAMPING: WICKHAM 1935
 LX2186_MARK LOGO: CGS   
 LX2186_PROJECTION: PROJECTING 10 CENTIMETERS
 LX2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2186+STABILITY: SURFACE MOTION
 LX2186
 LX2186  HISTORY     - Date     Condition        Report By
 LX2186  HISTORY     - 1935     MONUMENTED       CGS
 LX2186  HISTORY     - 1984     GOOD             NGS
 LX2186
 LX2186                          STATION DESCRIPTION
 LX2186
 LX2186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2186'IN EAST HARTFORD.
 LX2186'IN EAST HARTFORD, 0.8 KM (0.5 MI) SOUTH-SOUTHEAST ALONG WALNUT STREET
 LX2186'FROM THE JUNCTION OF U.S. HIGHWAY 44 TO THE JUNCTION OF HIGHVIEW
 LX2186'STREET, THENCE 0.2 KM (0.1 MI) SOUTHWEST AND UPHILL ALONG A PAVED ROAD
 LX2186'TO THE STATION ON THE HIGHEST POINT OF THE HILL, 30.48 METERS
 LX2186'(100.0 FT) NORTH OF THE NORTH EDGE OF A WOODED AREA, 28.04 METERS
 LX2186'(92.0 FT) SOUTH OF THE CENTER OF A PAVED ROAD, 21.48 (70.5 FT) EAST OF
 LX2186'A CHAIN LINK FENCE.  NOTE--ACCESS TO PAVED ROAD LEADING UPHILL IS MADE
 LX2186'THROUGH A LOCKED GATE.
 LX2186'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LX2186'THE MARK IS 0.91 M ABOVE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6585 ***********************************************************************
 LX6585  DESIGNATION -  WICKHAM
 LX6585  PID         -  LX6585
 LX6585  STATE/COUNTY-  CT/HARTFORD
 LX6585  USGS QUAD   -  MANCHESTER (1992)
 LX6585
 LX6585                         *CURRENT SURVEY CONTROL
 LX6585  ___________________________________________________________________
 LX6585* NAD 83(1996)-  41 46 36.45670(N)    072 35 07.69064(W)     ADJUSTED  
 LX6585* NAVD 88     -        83.22   (+/-2cm)     273.0    (feet)  VERTCON   
 LX6585  ___________________________________________________________________
 LX6585  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LX6585  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX6585
 LX6585  HORZ ORDER  -  FIRST
 LX6585  VERT ORDER  -  THIRD ? (See Below)
 LX6585
 LX6585.The horizontal coordinates were established by classical geodetic methods
 LX6585.and adjusted by the National Geodetic Survey in August 1998..
 LX6585
 LX6585.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6585.The vertical order pertains to the NGVD 29 superseded value.
 LX6585
 LX6585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6585
 LX6585.The geoid height was determined by GEOID03.
 LX6585
 LX6585;                    North         East     Units Scale Factor Converg.
 LX6585;SPC CT       -   257,194.078   318,479.494   MT  0.99999212   +0 06 32.7
 LX6585;SPC CT       -   843,810.90  1,044,878.14   sFT  0.99999212   +0 06 32.7
 LX6585;UTM  18      - 4,627,812.233   700,669.730   MT  1.00009555   +1 36 33.0
 LX6585
 LX6585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6585!SPC CT       -   0.99999156  x   0.99999212  =   0.99998368
 LX6585!UTM  18      -   0.99999156  x   1.00009555  =   1.00008711
 LX6585
 LX6585|---------------------------------------------------------------------|
 LX6585| PID    Reference Object                     Distance      Geod. Az  |
 LX6585|                                                           dddmmss.s |
 LX6585| LX6619 WICKHAM RM 5 TPT                    105.272 METERS 02357     |
 LX6585| LX6618 WICKHAM RM 5 AZIMUTH                109.700 METERS 02358     |
 LX6585| LX6597 MANCHESTER ST BRIDGET CH SPIRE      APPROX. 5.3 KM 0714934.8 |
 LX6585| LX4999 BOX HILL RESET                      APPROX.11.1 KM 0763527.5 |
 LX6585| LX6595 MANCHESTER EMANUEL LUTH CH          APPROX. 5.1 KM 0950519.1 |
 LX6585| LX6768 GLASTONBURY FIRST CONG CH           APPROX. 7.8 KM 1941129.8 |
 LX6585| LX6811 GLASTONBURY CH OF CHRIST SPIRE      APPROX. 7.8 KM 1941345.1 |
 LX6585| LX6800 GLASTONBURY ST PAULS CATH CH        APPROX. 7.2 KM 1964930.8 |
 LX6585| LX7018 WETHERSFIELD FIRST CONG CH          APPROX. 9.0 KM 2180352.0 |
 LX6585| CZ8107 WICKHAM RM 4                         26.478 METERS 22051     |
 LX6585| LX7013 WETHERSFIELD SCHOOL CUPOLA          APPROX. 9.9 KM 2213653.6 |
 LX6585| LX7015 WETHERSFIELD STATE PRISON STK       APPROX. 8.7 KM 2231238.1 |
 LX6585| LX7075 EAST HARTFORD P AND W SW TK         APPROX. 6.0 KM 2262916.6 |
 LX6585| CZ8104 WICKHAM RM 1                         55.800 METERS 22651     |
 LX6585| LX7053 E HARTFORD HOCKANUM CONG CH         APPROX. 5.4 KM 2280210.7 |
 LX6585| CZ8106 WICKHAM RM 3                         57.353 METERS 22841     |
 LX6585| LX7042 EAST HARTFORD BOURQUE TOWER         APPROX. 5.4 KM 2304110.6 |
 LX6585| LX7029 CEDAR CREST SANITARIUM TANK         APPROX.12.9 KM 2331930.0 |
 LX6585| LX7046 E HARTFORD PRATT WHITNEY STACK      APPROX. 5.3 KM 2340009.0 |
 LX6585| LX7050 HARTFORD PRATT WHITNEY TANK         APPROX. 5.3 KM 2344026.9 |
 LX6585| LX6679 EAST HARTFORD P AND W TK            APPROX. 4.9 KM 2362606.7 |
 LX6585| LX6591 EAST HARTFORD SILVER LANE TANK      APPROX. 3.5 KM 2405621.7 |
 LX6585| LX6672 HARTFORD LIGHT CO STACK             APPROX. 6.3 KM 2420645.5 |
 LX6585| LX6670 HARTFORD LIGHT CO WEST TOWER        APPROX. 6.6 KM 2454908.4 |
 LX6585| LX6671 HARTFORD LIGHT CO EAST TOWER        APPROX. 6.1 KM 2470812.5 |
 LX6585| LX6668 HARTFORD COLTS EAST ELEV TANK       APPROX. 6.8 KM 2492435.3 |
 LX6585| LX6666 HARTFORD COLTS WEST ELEV TANK       APPROX. 6.9 KM 2501645.7 |
 LX6585| LX6641 HARTFORD TRINITY COLL SOC BLDG      APPROX. 9.3 KM 2524516.6 |
 LX6585| LX6662 HARTFORD CH OF GOOD SHEPHERD        APPROX. 7.3 KM 2525132.7 |
 LX6585| LX6653 HARTFORD SOUTH CONG CH SPIRE        APPROX. 7.7 KM 2554513.8 |
 LX6585| LX6637 HARTFORD GAS HOLDER                 APPROX.10.9 KM 2554604.6 |
 LX6585| LX6660 TRAVELERS TOWER                     APPROX. 7.4 KM 2592010.3 |
 LX6585| LX6675 AETNA TOWER                         APPROX. 8.9 KM 2625620.4 |
 LX6585| LX6649 HARTFORD ST PATRICKS CH SPIRE       APPROX. 7.7 KM 2634141.0 |
 LX6585| LX6627 EAST HARTFORD ROMAN CATH CH         APPROX. 4.3 KM 2712252.8 |
 LX6585| LX6644 HARTFORD FOURTH CONG CH SPIRE       APPROX. 8.6 KM 2720532.2 |
 LX6585| LX6630 EAST HARTFORD NY NH H RR TANK       APPROX. 3.8 KM 2732325.2 |
 LX6585| LX6650 HARTFORD NORTH METH CHURCH          APPROX. 7.6 KM 2745554.4 |
 LX6585| LX6629 EAST HARTFORD FIRST NATL TANK       APPROX. 3.8 KM 2771738.6 |
 LX6585| LX6639 HARTFORD ST JUSTINS TOWER           APPROX. 9.4 KM 2794104.8 |
 LX6585| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX.18.5 KM 2871044.5 |
 LX6585| CZ8105 WICKHAM RM 2                         38.028 METERS 33652     |
 LX6585|---------------------------------------------------------------------|
 LX6585
 LX6585                          SUPERSEDED SURVEY CONTROL
 LX6585
 LX6585  NAD 83(1996)-  41 46 36.45630(N)    072 35 07.69072(W) AD(       ) 1
 LX6585  NAD 83(1992)-  41 46 36.45655(N)    072 35 07.69095(W) AD(       ) 1
 LX6585  NAD 83(1992)-  41 46 36.45762(N)    072 35 07.69201(W) AD(       ) 1
 LX6585  NAD 83(1986)-  41 46 36.45806(N)    072 35 07.69207(W) AD(       ) 1
 LX6585  NAD 27      -  41 46 36.10000(N)    072 35 09.36800(W) AD(       ) 1
 LX6585  NGVD 29 (07/19/86)   83.48   (m)          273.9    (f) LEVELING    3  
 LX6585
 LX6585.Superseded values are not recommended for survey control.
 LX6585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6585.See file dsdata.txt to determine how the superseded data were derived.
 LX6585
 LX6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0067027812(NAD 83)
 LX6585_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6585+STABILITY: SURFACE MOTION
 LX6585
 LX6585  HISTORY     - Date     Condition        Report By
 LX6585  HISTORY     - 1935     MONUMENTED       CGS
 LX6585  HISTORY     - 1936     SEE DESCRIPTION  CTGS
 LX6585  HISTORY     - 1950     SEE DESCRIPTION  CT0280
 LX6585  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6585  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX6585
 LX6585                          STATION DESCRIPTION
 LX6585
 LX6585'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6585'THE STATION IS REACHED FROM THE E END OF CONNECTICUT BOULEVARD
 LX6585'AS FOLLOWS--GO NORTHERLY ON MAIN STREET 0.4 MILE TO BURNSIDE
 LX6585'AVENUE, TURN EASTERLY ON BURNSIDE AVENUE AND GO 2.6 MILES TO
 LX6585'WALNUT STREET, TURN SOUTHERLY ON WALNUT STREET AND GO 0.1 MILE TO
 LX6585'A RIGHT ANGLE, TURN THEN GO 0.45 MILE TO THE END OF THE STREET.
 LX6585'THE STATION IS IN THE OPEN FIELD ON THE HIGHEST PART OF THE HILL.
 LX6585'THE STATION IS MARKED BY A STANDARD DISK SET IN THE TOP OF A 12-
 LX6585'BY 12- BY 30-INCH CONCRETE BLOCK SET FLUSH WITH THE GROUND ABOUT
 LX6585'30 METERS NORTHERLY OF THE EDGE OF THE WOODED AREA AND ABOUT 100
 LX6585'METERS SOUTHERLY, OF A ONE-STORY FRAME HOUSE THAT HAS A RED
 LX6585'METAL ROOF.  THE SUB-SURFACE MARK IS A STANDARD DISK SET
 LX6585'IN AN IRREGULAR MASS OF CONCRETE BELOW THE BASE OF THE SURFACE
 LX6585'MARK.
 LX6585'
 LX6585'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6585'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6585'
 LX6585'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN AN 8- BY 8- BY
 LX6585'30-INCH CONCRETE POST AT THE NORTHERLY EDGE OF THE WOODED AREA S
 LX6585'60 DEG W OF THE STATION.
 LX6585'
 LX6585'REFERENCE MARK NO.2 IS A STANDARD DISK SET IN AN 8- BY 8- BY
 LX6585'30-INCH CONCRETE POST AT THE INTERSECTION OF TWO WIRE FENCES
 LX6585'WHICH ARE ON THE PROPERTY LINES.  ALL MARKS ARE ON THE PROPERTY
 LX6585'OF C.H. WICKHAM.
 LX6585'
 LX6585'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
 LX6585
 LX6585                          STATION RECOVERY (1936)
 LX6585
 LX6585'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1936
 LX6585'THE STATION WAS RECOVERED BY T.J.M. 1935.  THE STATION IS A
 LX6585'STANDARD DISK STAMPED WICKHAM-1935, SET IN A SQUARE CONCRETE POST,
 LX6585'THE TOP SET FLUSH WITH THE GROUND.
 LX6585'
 LX6585'TO REACH FROM THE INTERSECTION OF ROUTES 15, 101, 2, 5, AND 6,
 LX6585'ON MAIN STREET IN EAST HARTFORD.  GO E ON ROUTE 6, 3.1 MILES TO
 LX6585'INTERSECTION OF WALNUT STREET (LAUREL PARK HEIGHTS) AT A TROLLEY
 LX6585'WAITING STATION.  TURN RIGHT ON WALNUT STREET AND GO 0.1 MILE
 LX6585'TO CROSS STREET.  GO STRAIGHT ON WALNUT STREET (TAKING A LEFT
 LX6585'CURVE) 0.2 MILE UP STEEP HILL TO OPEN FIELD.  DRIVE THROUGH GATE
 LX6585'HERE AND TURN RIGHT.  STATION IS ABOUT 300 FEET S OF THIS POINT
 LX6585'ON HIGHEST POINT OF THE FIELD.
 LX6585'
 LX6585'REFERENCE MARK NO.1- STAMPED WICKHAM-NO.1-1935 183.08 FEET SW
 LX6585'OF STATION.  IS STANDARD DISK SET IN SQUARE CONCRETE POST, THE TOP
 LX6585'BEING FLUSH WITH THE GROUND.
 LX6585'
 LX6585'REFERENCE MARK NO.2- STAMPED WICKHAM-NO.2-1935 125.17 FEET
 LX6585'NNW OF STATION.  IS STANDARD DISK SET IN SQUARE CONCRETE POST,
 LX6585'THE TOP BEING FLUSH WITH THE GROUND.
 LX6585'
 LX6585'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 LX6585
 LX6585                          STATION RECOVERY (1950)
 LX6585
 LX6585'RECOVERY NOTE BY CITY OF HARTFORD CONNECTICUT 1950 (WAG)
 LX6585'LETTERS OF MR. WARREN A. GENTNER, DEPUTY MGR. AND CHIEF ENGR., THE
 LX6585'WATER BUREAU, 2 AMERICAN ROW, HARTFORD, CONN., DATED JULY 16, 1948
 LX6585'AND AUGUST 23, 1950--
 LX6585'
 LX6585'STATION MONUMENT APPEARED TO BE IN GOOD CONDITION.
 LX6585'
 LX6585'R.M. 1 WAS DESTROYED DUE TO THE CONSTRUCTION OF THE WICKHAM HILL
 LX6585'STORAGE RESERVOIRS.  A NEW R.M. 3, STAMPED WICKHAM NO 3 1948, WAS
 LX6585'SET IN A CONCRETE POST ON THE ROOF OF THE UPPER RESERVOIR.  THE
 LX6585'DISTANCE FROM THE STATION MARK TO R.M. 3 IS 188.149 FEET.  THE
 LX6585'AZIMUTH OF THE LINE FROM STATION MARK TO R.M. 3 IS 48 DEG 40 MIN
 LX6585'27 SEC, BASED ON THE ANGLE BETWEEN R.M. 2 AND R.M. 3 (SET UP AT
 LX6585'STATION MARK) MEASURED AS 251 DEG 47 MIN 55 SEC IN A CLOCKWISE
 LX6585'DIRECTION.
 LX6585'
 LX6585'NOTE--R.M. DISK STAMPED WICKHAM NO 1 1935 RECEIVED 9/6/50.
 LX6585
 LX6585                          STATION RECOVERY (1971)
 LX6585
 LX6585'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX6585'WICKHAM 1935 THE STATION, RM 2, 1935 AND RM 3 1948 WERE FOUND
 LX6585'IN GOOD CONDITION.
 LX6585'
 LX6585'STATION MARK IS U.S.C. AND G.S. STATE SURVEY BRONZE DISK
 LX6585'STAMPED--WICKHAM 1935, SET IN A SQUARE CONCRETE POST, THE TOP
 LX6585'SET FLUSH WITH THE GROUND.  TO REACH THE STATION FROM THE
 LX6585'INTERSECTION OF ROUTES 5 AND 44 ON MAIN STREET EAST HARTFORD, GO
 LX6585'EAST ON ROUTE 44 (BURNSIDE AVE.) 3.1 MILES TO THE INTERSECTION
 LX6585'OF WALNUT STREET (LAURAL PARK HEIGHTS).  TURN RIGHT ON WALNUT
 LX6585'ST. AND GO 0.1 MILES TO A CROSS STREET.  GO STRAIGHT ON WALNUT
 LX6585'ST. (TAKING S LEFT CURVE) 0.2 MILES UP A STEEP HILL TO AN OPEN
 LX6585'FIELD.  DRIVE THROUGH THE GATE AND TURN RIGHT.  STATION IS
 LX6585'SOUTHERLY 358 MIN ALONG THE ROAD, 92 MIN SOUTH OF THE SOUTH EDGE OF
 LX6585'THE ROAD.  STATION IS 90 MIN NORTH OF THE WOODED AREA ON THE
 LX6585'SOUTH EDGE OF THE FIELD, 110 MIN EAST OF THE BOTTOM OF THE
 LX6585'SLOPE OF THE UNDER GROUND RESERVOIR.  IT IS 37 MIN WEST OF
 LX6585'THE WEST RANGE OF A ONE STORY FRAME HOUSE NORTH OF STATION.
 LX6585'
 LX6585'R.M. 2--STAMPED WICKHAM NO. 2 1935 125.17 MIN NORTH NORTHWEST
 LX6585'OF STATION.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST,
 LX6585'THE TOP BEING FLUSH WITH THE GROUND.
 LX6585'
 LX6585'R.M. 3--STAMPED WICKHAM NO. 3 1948, 188.11 WEST SOUTHWEST OF
 LX6585'STATION.  IT IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, 0.1
 LX6585'MIN ABOVE THE GROUND.  IT IS IN THE SOUTHEAST CORNER, ON TOP OF THE
 LX6585'UNDERGROUND RESERVOIR.
 LX6585
 LX6585                          STATION RECOVERY (1978)
 LX6585
 LX6585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6585'THE STATION MARK AND REFERENCE MARKS 2 AND 3 WERE RECOVERED
 LX6585'IN GOOD CONDITION.  A SHORTER DISTANCE OF 0.405 FOOT WAS
 LX6585'NOTED AND VERIFIED.  NO OTHER DATA WAS AVAILABLE FOR THIS
 LX6585'STATION AT THIS TIME.  A NEW REFERENCE MARK 4 AND REFERENCE
 LX6585'MARK 5 WAS ESTABLISHED AT THIS TIME.  A COMPLETE AND NEW
 LX6585'DESCRIPTION FOLLOWS.
 LX6585'
 LX6585'THE STATION IS LOCATED ABOUT 7 MILES EAST OF HARTFORD, 3 MILES
 LX6585'WEST OF MANCHESTER, AND ON PROPERTY OWNED BY THE METROPOLITAN
 LX6585'DISTRICT COMMISSION.  PERMISSION WAS OBTAINED FROM MR. JOHN
 LX6585'LIZZI, DEPUTY MANAGER, PHONE NUMBER 278-7850, EXTENSION 371.
 LX6585'
 LX6585'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6585'86 AND U.S. HIGHWAY 6 AND 44, ABOUT 3 MILES WEST OF
 LX6585'MANCHESTER,
 LX6585'GO WEST ON U.S. HIGHWAY 44 FOR 1.20 MILES TO WALNUT STREET ON
 LX6585'THE LEFT.  TURN LEFT AND GO SOUTHERLY ON WALNUT STREET FOR 0.5
 LX6585'MILE TO A CROSSROAD AND A METAL GATE LEADING INTO AN OPEN
 LX6585'FIELD.
 LX6585'(REFERENCE MARK 5 IS 69 FEET SOUTH-SOUTHEAST OF THE METAL
 LX6585'GATE),
 LX6585'PASS THROUGH THE GATE AND GO SOUTHWESTERLY, UPHILL, ON THE
 LX6585'PAVED ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT IN AN
 LX6585'OPEN AREA AS DESCRIBED.
 LX6585'
 LX6585'THE STATION MARKS, STAMPED---WICKHAM 1935---, ARE STANDARD
 LX6585'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE
 LX6585'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 LX6585'SURFACE AND HAS A METAL ROD DRIVEN NEXT TO THE MONUMENT.
 LX6585'IT IS 114.3 FEET SOUTHEAST OF THE CENTER OF A METAL
 LX6585'GATE, 91 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, AND 71
 LX6585'FEET EAST OF A WIRE FENCE.  THE OLD DATA STATES THAT THERE IS
 LX6585'AN UNDERGROUND DISK.
 LX6585'
 LX6585'REFERENCE MARK 2, STAMPED---WICKHAM NO 2 1935---, IS A
 LX6585'STANDARD
 LX6585'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LX6585'THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 53 FEET
 LX6585'NORTHEAST OF THE CENTER OF THE METAL GATE, 31 FEET NORTH OF
 LX6585'THE CENTER OF THE PAVED ROAD, AND 5 FEET NORTH-NORTHEAST OF
 LX6585'A METAL WITNESS POST.
 LX6585'
 LX6585'REFERENCE MARK 3, STAMPED---WICKHAM NO 3 1948---, IS A
 LX6585'STANDARD
 LX6585'DISK SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 LX6585'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  THE MARK IS
 LX6585'LOCATED IN THE SOUTHEAST CORNER OF AN UNDERGROUND WATER SUPPLY
 LX6585'MOUND THAT IS APPROXIMATELY 10 FEET HIGHER THAN THE
 LX6585'SURROUNDING
 LX6585'GROUND SURFACE.  IT IS 124 FEET EAST-SOUTHEAST OF A METAL VENT
 LX6585'PIPE, 44 FEET WEST OF A METAL MAN-HOLE COVER, AND 4 FEET
 LX6585'NORTHWEST OF THE SOUTHEAST EDGE OF THE MOUND.
 LX6585'
 LX6585'REFERENCE MARK 4, STAMPED---WICKHAM 1935 NO 4 1978---, IS A
 LX6585'STANDARD DISK SET IN THE TOP OF A 12-INCH CYCLINDRICAL
 LX6585'CONCRETE
 LX6585'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 144.5
 LX6585'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE METAL GATE AND PAVED
 LX6585'ROAD, 42 FEET NORTH-NORTHEAST OF THE EDGE OF THE WOODS, AND
 LX6585'2.3 FEET EAST OF A METAL WITNESS POST AND WIRE FENCE.
 LX6585'
 LX6585'REFERENCE MARK 5, STAMPED---WICKHAM 1935 NO 5 1978---, IS A
 LX6585'STANDARD DISK SET IN THE TOP OF A 12-INCH CYCLINDRICAL
 LX6585'CONCRETE
 LX6585'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL
 LX6585'ROD DRIVEN NEXT TO THE MONUMENT.  IT IS 69 FEET SOUTH-SOUTHEAST
 LX6585'OF THE CENTER OF THE METAL GATE, 36 FEET EAST OF THE CENTER
 LX6585'OF THE PAVED ROAD, AND 4 FEET WEST OF A METAL WITNESS POST.
 LX6585'THE UNDERGROUND DISK, STAMPED---WICKHAM 1935 NO 5 1978---, IS
 LX6585'A STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 LX6585'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 LX6585'
 LX6585'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.2 METERS.
 LX6585'
 LX6585'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6618 ***********************************************************************
 LX6618  DESIGNATION -  WICKHAM RM 5 AZIMUTH
 LX6618  PID         -  LX6618
 LX6618  STATE/COUNTY-  CT/HARTFORD
 LX6618  USGS QUAD   -  MANCHESTER (1992)
 LX6618
 LX6618                         *CURRENT SURVEY CONTROL
 LX6618  ___________________________________________________________________
 LX6618* NAD 83(1996)-  41 46 39.70571(N)    072 35 05.76094(W)     ADJUSTED  
 LX6618* NAVD 88     -        77.2    (meters)     253.     (feet)  VERTCON   
 LX6618  ___________________________________________________________________
 LX6618  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 LX6618  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 LX6618
 LX6618  HORZ ORDER  -  SECOND
 LX6618
 LX6618.The horizontal coordinates were established by classical geodetic methods
 LX6618.and adjusted by the National Geodetic Survey in August 1998..
 LX6618
 LX6618.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6618
 LX6618.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6618
 LX6618.The geoid height was determined by GEOID03.
 LX6618
 LX6618;                    North         East     Units Scale Factor Converg.
 LX6618;SPC CT       -   257,294.402   318,523.868   MT  0.99999219   +0 06 34.0
 LX6618;SPC CT       -   844,140.05  1,045,023.72   sFT  0.99999219   +0 06 34.0
 LX6618;UTM  18      - 4,627,913.695   700,711.466   MT  1.00009575   +1 36 34.4
 LX6618
 LX6618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6618!SPC CT       -   0.99999250  x   0.99999219  =   0.99998469
 LX6618!UTM  18      -   0.99999250  x   1.00009575  =   1.00008825
 LX6618
 LX6618                          SUPERSEDED SURVEY CONTROL
 LX6618
 LX6618  NAD 83(1996)-  41 46 39.70531(N)    072 35 05.76103(W) AD(       ) 2
 LX6618  NAD 83(1992)-  41 46 39.70564(N)    072 35 05.76120(W) AD(       ) 2
 LX6618  NAD 83(1992)-  41 46 39.70671(N)    072 35 05.76226(W) AD(       ) 2
 LX6618  NAD 83(1986)-  41 46 39.70716(N)    072 35 05.76232(W) AD(       ) 2
 LX6618  NAD 27      -  41 46 39.34846(N)    072 35 07.43874(W) AD(       ) 2
 LX6618  NGVD 29 (07/19/86)   77.5    (m)          254.     (f) VERT ANG       
 LX6618
 LX6618.Superseded values are not recommended for survey control.
 LX6618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6618.See file dsdata.txt to determine how the superseded data were derived.
 LX6618
 LX6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM0071127914(NAD 83)
 LX6618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX6618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6618+STABILITY: SURFACE MOTION
 LX6618
 LX6618  HISTORY     - Date     Condition        Report By
 LX6618  HISTORY     - 1978     MONUMENTED       NGS
 LX6618
 LX6618                          STATION DESCRIPTION
 LX6618
 LX6618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX6618'THE STATION IS LOCATED ABOUT 7 MILES EAST OF HARTFORD, 3 MILES
 LX6618'WEST OF MANCHESTER, AND ON PROPERTY OWNED BY THE METROPOLITAN
 LX6618'DISTRICT COMMISSION.  PERMISSION WAS OBTAINED FROM MR. JOHN
 LX6618'LIZZI, DEPUTY MANAGER, PHONE NUMBER 278-7850, EXTENSION 371.
 LX6618'
 LX6618'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 LX6618'WICKHAM.1935 USING ELECTRONIC DISTANCE EQUIPMENT.
 LX6618'
 LX6618'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 LX6618'86 AND U.S. HIGHWAY 6 AND 44, ABOUT 3 MILES WEST OF
 LX6618'MANCHESTER,
 LX6618'GO WEST ON U.S. HIGHWAY 44 FOR 1.20 MILES TO WALNUT STREET ON
 LX6618'THE LEFT.  TURN LEFT AND GO SOUTHERLY ON WALNUT STREET FOR 0.5
 LX6618'MILE TO A CROSSROAD, A METAL GATE ON THE RIGHT AND THE
 LX6618'STATION ON THE RIGHT.
 LX6618'
 LX6618'THE STATION MARKS ARE STANDARD REFERENCE MARK DISKS
 LX6618'STAMPED---WICKHAM 1935 NO 5 1978---.  THE SURFACE DISK IS
 LX6618'SET IN THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT
 LX6618'THAT IS FLUSH WITH THE GROUND SURFACE AND HAS A METAL ROD
 LX6618'DRIVEN NEXT TO THE MONUMENT.  IT IS 69 FEET SOUTH-SOUTHEAST
 LX6618'OF THE CENTER OF THE METAL GATE, 36 FEET EAST OF THE CENTER
 LX6618'OF THE PAVED ROAD, AND 4 FEET WEST OF A METAL WITNESS POST.
 LX6618'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 LX6618'CONCRETE, ABOUT 42 INCHES BELOW THE GROUND SURFACE.
 LX6618'
 LX6618'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.2 METERS.
 LX6618'
 LX6618'DESCRIBED BY G.M. RIVERS III.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6029 ***********************************************************************
 LX6029  DESIGNATION -  WIG HILL
 LX6029  PID         -  LX6029
 LX6029  STATE/COUNTY-  CT/MIDDLESEX
 LX6029  USGS QUAD   -  DEEP RIVER (1971)
 LX6029
 LX6029                         *CURRENT SURVEY CONTROL
 LX6029  ___________________________________________________________________
 LX6029* NAD 83(1996)-  41 24 24.67204(N)    072 29 09.91458(W)     ADJUSTED  
 LX6029* NAVD 88     -       128.     (meters)     420.     (feet)  SCALED    
 LX6029  ___________________________________________________________________
 LX6029  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 LX6029  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6029
 LX6029  HORZ ORDER  -  FIRST
 LX6029
 LX6029.The horizontal coordinates were established by classical geodetic methods
 LX6029.and adjusted by the National Geodetic Survey in August 1998..
 LX6029
 LX6029.The orthometric height was scaled from a topographic map.
 LX6029
 LX6029.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6029
 LX6029.The geoid height was determined by GEOID03.
 LX6029
 LX6029;                    North         East     Units Scale Factor Converg.
 LX6029;SPC CT       -   216,127.812   326,867.495   MT  0.99998558   +0 10 30.0
 LX6029;SPC CT       -   709,079.33  1,072,397.77   sFT  0.99998558   +0 10 30.0
 LX6029;UTM  18      - 4,586,973.201   710,127.039   MT  1.00014341   +1 39 47.9
 LX6029
 LX6029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6029!SPC CT       -   0.99998468  x   0.99998558  =   0.99997026
 LX6029!UTM  18      -   0.99998468  x   1.00014341  =   1.00012809
 LX6029
 LX6029:                Primary Azimuth Mark                     Grid Az
 LX6029:SPC CT       -  WIG HILL AZ MK                           099 04 11.5
 LX6029:UTM  18      -  WIG HILL AZ MK                           097 34 53.6
 LX6029
 LX6029|---------------------------------------------------------------------|
 LX6029| PID    Reference Object                     Distance      Geod. Az  |
 LX6029|                                                           dddmmss.s |
 LX6029| CZ8108 WIG HILL AZ MK                                     0991441.5 |
 LX6029| CZ8110 WIG HILL RM 1                        33.378 METERS 14643     |
 LX6029| CZ8111 WIG HILL RM 2                        40.157 METERS 21102     |
 LX6029|---------------------------------------------------------------------|
 LX6029
 LX6029                          SUPERSEDED SURVEY CONTROL
 LX6029
 LX6029  NAD 83(1992)-  41 24 24.67119(N)    072 29 09.91432(W) AD(       ) 1
 LX6029  NAD 83(1986)-  41 24 24.67315(N)    072 29 09.91724(W) AD(       ) 1
 LX6029  NAD 27      -  41 24 24.31600(N)    072 29 11.60600(W) AD(       ) 1
 LX6029
 LX6029.Superseded values are not recommended for survey control.
 LX6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6029.See file dsdata.txt to determine how the superseded data were derived.
 LX6029
 LX6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1012786973(NAD 83)
 LX6029
 LX6029  HISTORY     - Date     Condition        Report By
 LX6029  HISTORY     - 1942     MONUMENTED       CGS
 LX6029  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX6029  HISTORY     - 1984     GOOD             USPSQD
 LX6029
 LX6029                          STATION DESCRIPTION
 LX6029
 LX6029'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6029'STATION IS LOCATED ABOUT 2 MILES W OF CHESTER AND 3/4 MILE
 LX6029'NE OF CEDAR LAKE ON THE HIGHEST POINT OF WIG HILL, 14.5 FEET
 LX6029'S OF AN E-W STONE FENCE, 53.5 FEET E OF A WIRE FENCE, 71.3 FEET
 LX6029'E OF THE CENTERLINE OF THE ROAD AND ON LAND OWNED BY GEORGE
 LX6029'H. MARKHAM.  THE DISK IS STAMPED WIG HILL 1942.
 LX6029'
 LX6029'REFERENCE MARK NO. 1 IS 109.62 FEET SE OF THE STATION, 102 FEET
 LX6029'N OF AN E-W STONE FENCE, 118 FEET W OF A N-S WIRE FENCE.  THE
 LX6029'DISK IS STAMPED WIG HILL NO.1, 1942.
 LX6029'
 LX6029'REFERENCE MARK NO.2 IS 131.75 FEET SW OF THE STATION, 7.0
 LX6029'FEET E OF A N-S STONE FENCE, 20 FEET E OF THE CENTER OF THE
 LX6029'ROAD.  THE DISK IS STAMPED WIG HILL NO.2, 1942.
 LX6029'
 LX6029'AZIMUTH MARK IS ABOUT 0.4 MILE SE OF THE STATION, 2.8 FEET E
 LX6029'OF A BRONZE REFERENCE POST, 19.5 FEET S OF THE CENTER OF THE ROAD,
 LX6029'3 FEET N OF A STONE FENCE, 100 FEET S OF THE SE CORNER OF AN
 LX6029'OLD BARN.  THE DISK IS STAMPED WIG HILL 1942.
 LX6029'
 LX6029'TO REACH THE STATION FROM THE TRAFFIC CIRCLE AND THE POST
 LX6029'OFFICE IN CHESTER, GO W ON STATE ROUTE 148 1.35 MILES TO A TAR
 LX6029'T-ROAD RIGHT AND SMALL SHELTER ON THE RIGHT, TURN RIGHT AND
 LX6029'GO 0.55 MILE TO CROSSROADS,* TURN LEFT AND GO 0.3 MILE TO TAR
 LX6029'ROAD RIGHT, TURN RIGHT AND GO 0.15 MILE TO STATION ON THE RIGHT.
 LX6029'
 LX6029'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO 0.1
 LX6029'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LX6029'
 LX6029'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LX6029
 LX6029                          STATION RECOVERY (1968)
 LX6029
 LX6029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LMC)
 LX6029'STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED
 LX6029'AND FOUND IN GOOD CONDITION.  ORIGINAL AZIMUTH MARK IS NOW
 LX6029'OBSTRUCTED BY A HOUSE.  A NEW AZIMUTH MARK WAS ESTABLISHED BY
 LX6029'THE CONNECTICUT BOUNDARY AND GEODETIC SURVEY SYSTEM.  A THIRD
 LX6029'ORDER LA PLACE AZIMUTH WAS OBSERVED TO THE AZIMUTH MARK BY
 LX6029'REQUEST OF MR. EDWARD J. SULLIVAN, CHIEF, BOUNDARY AND
 LX6029'GEODETIC SYSTEM, WATERFIELD, CONNECTICUT.  NO DATA WAS
 LX6029'AVAILABLE AT THIS TIME FOR COMPLETE RECOVERY OF ALL MARKS.  DUE
 LX6029'TO CHANGES, THE FOLLOWING RECOVERY NOTE.
 LX6029'
 LX6029'STATION IS LOCATED 21-1/2 MILES WEST-NORTHWEST OF NEW LONDON,
 LX6029'10 MILES NORTHWEST OF OLD SAYBROOK, 3 MILES WEST OF CHESTER, 1
 LX6029'MILE NORTHWEST OF THE JUNCTION OF STATE HIGHWAYS 9 AND 148 AND
 LX6029'ON PROPERTY OF VICTORIA MARKHAM.
 LX6029'
 LX6029'TO REACH THE STATION THE JUNCTION OF STATE HIGHWAYS 9 AND 148
 LX6029'(ABOUT 1-1/2 MILES WEST OF CHESTER), GO WEST ON STATE HIGHWAY 148
 LX6029'FOR 0.1 MILE TO SOUTH WIG HILL ROAD, TURN RIGHT AND GO
 LX6029'NORTHWESTERLY ON SOUTH WIG HILL ROAD FOR 0.55 MILE TO A T JUNCTION
 LX6029'(WEST MAIN STREET).  (FROM HERE, TO REACH THE ORIGINAL AZ MK,
 LX6029'TURN RIGHT AND GO EAST ON WEST MAIN STREET FOR 0.1 MILE TO TOP OF
 LX6029'GRADE AND MARK ON RIGHT AS DESCRIBED).  TURN LEFT AND GO
 LX6029'WESTERLY ON WEST MAIN STREET FOR 0.3 MILE TO A SIDE ROAD RIGHT
 LX6029'(TURKEY HILL ROAD) AND THE NEW AZ MK IN THE NORTHWEST ANGLE OF
 LX6029'INTERSECTION AS DESCRIBED.  TURN RIGHT AND GO NORTH ON TURKEY HILL
 LX6029'ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT JUST BEFORE REACHING A
 LX6029'ROCK FENCE ON RIGHT.  FROM HERE PACK EAST ALONG SOUTH SIDE OF
 LX6029'FENCE FOR 50 FEET TO STATION AS DESCRIBED.
 LX6029'
 LX6029'STATION MARK, STAMPED WIG HILL 1942, PROJECTS ABOUT 4 INCHES.  IT
 LX6029'IS 149 FEET NORTHEAST OF ROAD INTERSECTION, 53.5 FEET EAST OF
 LX6029'CENTER OF TURKEY HILL ROAD 14.5 FEET SOUTH OF ROCK FENCE.  (NOTE 2)
 LX6029'
 LX6029'RM 1, STAMPED WIG HILL NO 1 1942, PROJECTS ABOUT 3 INCHES.  IT IS
 LX6029'103 FEET NORTH OF A ROCK FENCE AND 32 FEET EAST OF CENTER OF A
 LX6029'NORTH-SOUTH RIDGE.  (NOTE 12A)
 LX6029'
 LX6029'AZ MK, A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK
 LX6029'STAMPED 3436.  THE MARK IS IN A 6 BY 6 INCH CONCRETE POST SET
 LX6029'FLUSH.  IT IS ON PROPERTY OF MR. ZEMIENIESKI, IS 63.5 FEET WEST OF
 LX6029'CENTER OF TURKEY HILL ROAD, 41 FEET WEST-NORTHWEST OF POWER POLE
 LX6029'617 AND 26 FEET NORTH OF CENTER OF WEST MAIN STREET.
 LX6029'
 LX6029'AZ MK, STAMPED WIG HILL 1942, IS SET FLUSH.  IT IS 39 FEET SOUTH
 LX6029'OF POWER POLE 288, 18.5 FEET SOUTH OF CENTER OF WEST MAIN STREET, 17
 LX6029'FEET WEST OF FIELD ENTRANCE AND 5 FEET NORTH OF ROCK FENCE.  (NOTE
 LX6029'16A)
 LX6029'
 LX6029'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LX6029
 LX6029                          STATION RECOVERY (1984)
 LX6029
 LX6029'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX6029'WIG HILL 1942 RECOVERED GOOD.
 LX6029'
 LX6029'RM NO 1 WIG HILL 1942 RECOVERED GOOD.
 LX6029'
 LX6029'AZ MK USC AND GS AND STATE SURVEY DISK STAMPED 3436 CONDITION
 LX6029'GOOD.
 LX6029'
 LX6029'UNABLE TO LOCATE RM NO 2.  STATION, RM, AND AZIMUTH LOCATED AS PER
 LX6029'DESCRIPTION.
 LX6029'
 LX6029'POWER POLES NOW HAVE DIFFERENT NO,S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5445 ***********************************************************************
 LX5445  DESIGNATION -  WIGWAM ROCK
 LX5445  PID         -  LX5445
 LX5445  STATE/COUNTY-  CT/NEW LONDON
 LX5445  USGS QUAD   -  NIANTIC (1983)
 LX5445
 LX5445                         *CURRENT SURVEY CONTROL
 LX5445  ___________________________________________________________________
 LX5445* NAD 83(1996)-  41 19 01.22859(N)    072 11 43.95025(W)     ADJUSTED  
 LX5445* NAVD 88     -                                                        
 LX5445  ___________________________________________________________________
 LX5445  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LX5445  GEOID HEIGHT-         -30.57  (meters)                     GEOID03
 LX5445
 LX5445  HORZ ORDER  -  THIRD
 LX5445
 LX5445.The horizontal coordinates were established by classical geodetic methods
 LX5445.and adjusted by the National Geodetic Survey in August 1998..
 LX5445
 LX5445
 LX5445.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5445
 LX5445.The geoid height was determined by GEOID03.
 LX5445
 LX5445;                    North         East     Units Scale Factor Converg.
 LX5445;SPC CT       -   206,264.867   351,225.063   MT  0.99999025   +0 22 03.5
 LX5445;SPC CT       -   676,720.65  1,152,310.89   sFT  0.99999025   +0 22 03.5
 LX5445;SPC NY L     -   129,302.037   451,082.256   MT  1.00002806   +1 10 48.9
 LX5445;SPC NY L     -   424,218.43  1,479,925.70   sFT  1.00002806   +1 10 48.9
 LX5445;UTM  18      - 4,577,743.442   734,737.744   MT  1.00027818   +1 51 08.7
 LX5445
 LX5445                          SUPERSEDED SURVEY CONTROL
 LX5445
 LX5445  NAD 83(1992)-  41 19 01.22744(N)    072 11 43.94962(W) AD(       ) 4
 LX5445  NAD 83(1986)-  41 19 01.22917(N)    072 11 43.95418(W) AD(       ) 4
 LX5445  NAD 27      -  41 19 00.88400(N)    072 11 45.68000(W) AD(       ) 3
 LX5445
 LX5445.Superseded values are not recommended for survey control.
 LX5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5445.See file dsdata.txt to determine how the superseded data were derived.
 LX5445
 LX5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL3473877743(NAD 83)
 LX5445_MARKER: 02 = CONSPICUOUS ROCK
 LX5445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5445+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2001
 LX5445
 LX5445  HISTORY     - Date     Condition        Report By
 LX5445  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5445  HISTORY     - 1954     GOOD             CGS
 LX5445  HISTORY     - 1968     GOOD             CGS
 LX5445  HISTORY     - 1984     GOOD             USPSQD
 LX5445  HISTORY     - 1989     GOOD             USPSQD
 LX5445  HISTORY     - 20010408 GOOD             USPSQD
 LX5445
 LX5445                          STATION DESCRIPTION
 LX5445
 LX5445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5445'WIGWAM ROCK IS A LARGE ROCK THAT LIES SOUTHEASTERLY OF MC COOK
 LX5445'POINT IN NIANTIC BAY.  IT HAS A POINTED TOP AND SHOWS SEVERAL
 LX5445'FEET ABOVE THE WATER.  THE ROCK IS ABOUT 100 METERS FROM THE
 LX5445'SHORE AND IS THE LARGEST ROCK IN THE W PART OF THE BAY.  THE
 LX5445'STATION IS THE HIGHEST PART OF THE ROCK.
 LX5445
 LX5445                          STATION RECOVERY (1954)
 LX5445
 LX5445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LFW)
 LX5445'THE ROCK IS STILL IN EXISTENCE.  NO EFFORT WAS MADE BY THIS
 LX5445'PARTY TO DETERMINE THE HIGHEST PART OF THE ROCK.
 LX5445
 LX5445                          STATION RECOVERY (1968)
 LX5445
 LX5445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX5445'RECOVERED AS DESCRIBED BY L.F.W. IN 1954.
 LX5445
 LX5445                          STATION RECOVERY (1984)
 LX5445
 LX5445'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5445'WIGWAM ROCK RECOVERED GOOD.
 LX5445'
 LX5445'RECOVERED AS DESCRIBED BY R.F.A. IN 1968.
 LX5445
 LX5445                          STATION RECOVERY (1989)
 LX5445
 LX5445'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5445'RECOVERED IN GOOD CONDITION.
 LX5445
 LX5445                          STATION RECOVERY (2001)
 LX5445
 LX5445'RECOVERY NOTE BY US POWER SQUADRON 2001
 LX5445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3414 ***********************************************************************
 LW3414  DESIGNATION -  WILCOX LOOKOUT TOWER
 LW3414  PID         -  LW3414
 LW3414  STATE/COUNTY-  CT/NEW LONDON
 LW3414  USGS QUAD   -  MYSTIC (1984)
 LW3414
 LW3414                         *CURRENT SURVEY CONTROL
 LW3414  ___________________________________________________________________
 LW3414* NAD 83(1996)-  41 20 21.61557(N)    071 56 34.19378(W)     ADJUSTED  
 LW3414* NAVD 88     -                                                        
 LW3414  ___________________________________________________________________
 LW3414  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 LW3414  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW3414
 LW3414  HORZ ORDER  -  THIRD
 LW3414
 LW3414.The horizontal coordinates were established by classical geodetic methods
 LW3414.and adjusted by the National Geodetic Survey in August 1998..
 LW3414
 LW3414
 LW3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3414
 LW3414.The geoid height was determined by GEOID03.
 LW3414
 LW3414;                    North         East     Units Scale Factor Converg.
 LW3414;SPC CT       -   208,911.385   372,360.645   MT  0.99998886   +0 32 06.7
 LW3414;SPC CT       -   685,403.44  1,221,653.22   sFT  0.99998886   +0 32 06.7
 LW3414;UTM  19      - 4,580,606.705   253,763.061   MT  1.00034626   -1 56 41.2
 LW3414;UTM  18      - 4,580,937.919   755,805.043   MT  1.00040539   +2 01 13.5
 LW3414
 LW3414                          SUPERSEDED SURVEY CONTROL
 LW3414
 LW3414  NAD 83(1992)-  41 20 21.61429(N)    071 56 34.19297(W) AD(       ) 4
 LW3414  NAD 83(1986)-  41 20 21.61460(N)    071 56 34.19646(W) AD(       ) 4
 LW3414  NAD 27      -  41 20 21.26000(N)    071 56 35.94800(W) AD(       ) 3
 LW3414
 LW3414.Superseded values are not recommended for survey control.
 LW3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3414.See file dsdata.txt to determine how the superseded data were derived.
 LW3414
 LW3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF5376380607(NAD 83)
 LW3414_MARKER: 57 = LOOKOUT TOWER
 LW3414
 LW3414  HISTORY     - Date     Condition        Report By
 LW3414  HISTORY     - 1934     FIRST OBSERVED   CGS
 LW3414  HISTORY     - 1948     GOOD             CGS
 LW3414  HISTORY     - 1966     GOOD             CGS
 LW3414  HISTORY     - 1988     GOOD             USPSQD
 LW3414  HISTORY     - 20020206 POOR             USPSQD
 LW3414
 LW3414                          STATION DESCRIPTION
 LW3414
 LW3414'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LW3414'THE TOWER IS ON TOP OF THE HILL W OF QUAMBAUG COVE JUST N OF
 LW3414'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AND ABOUT 200 FEET S
 LW3414'OF THE BOSTON POST ROAD.
 LW3414'
 LW3414'THE TOWER IS SQUARE FOR ABOUT 15 FEET.  FROM THERE UP IT IS
 LW3414'CIRCULAR WITH A GREEN CONICAL ROOF.  IT WAS USED FOR A LOOKOUT
 LW3414'BY MR. WILCOX.
 LW3414'
 LW3414'THE STATION IS THE APEX OF THE ROOF.  HEIGHT ABOUT 30 FEET.
 LW3414
 LW3414                          STATION RECOVERY (1948)
 LW3414
 LW3414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LW3414'THE UPPER PART OF THIS TOWER HAS BEEN DESTROYED.  THE BASE STILL
 LW3414'REMAINS IN ITS ORIGINAL POSITION.
 LW3414
 LW3414                          STATION RECOVERY (1966)
 LW3414
 LW3414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DLD)
 LW3414'STATION RECOVERED AS DESCRIBED.
 LW3414'
 LW3414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LW3414'3 MILES WEST OF STONNINGTON.
 LW3414
 LW3414                          STATION RECOVERY (1988)
 LW3414
 LW3414'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LW3414'RECOVERED IN GOOD CONDITION.
 LW3414
 LW3414                          STATION RECOVERY (2002)
 LW3414
 LW3414'RECOVERY NOTE BY US POWER SQUADRON 2002 (TB)
 LW3414'THE 1948 ASSESSMENT IS TRUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5948 ***********************************************************************
 LX5948  DESIGNATION -  WILLEYS GABLE
 LX5948  PID         -  LX5948
 LX5948  STATE/COUNTY-  CT/MIDDLESEX
 LX5948  USGS QUAD   -  DEEP RIVER (1971)
 LX5948
 LX5948                         *CURRENT SURVEY CONTROL
 LX5948  ___________________________________________________________________
 LX5948* NAD 83(1996)-  41 25 51.72000(N)    072 25 44.87540(W)     ADJUSTED  
 LX5948* NAVD 88     -                                                        
 LX5948  ___________________________________________________________________
 LX5948  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 LX5948  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX5948
 LX5948  HORZ ORDER  -  THIRD
 LX5948
 LX5948.The horizontal coordinates were established by classical geodetic methods
 LX5948.and adjusted by the National Geodetic Survey in August 1998..
 LX5948
 LX5948
 LX5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5948
 LX5948.The geoid height was determined by GEOID03.
 LX5948
 LX5948;                    North         East     Units Scale Factor Converg.
 LX5948;SPC CT       -   218,829.346   331,619.787   MT  0.99998474   +0 12 45.9
 LX5948;SPC CT       -   717,942.61  1,087,989.25   sFT  0.99998474   +0 12 45.9
 LX5948;UTM  18      - 4,589,797.768   714,808.340   MT  1.00016789   +1 42 06.6
 LX5948
 LX5948                          SUPERSEDED SURVEY CONTROL
 LX5948
 LX5948  NAD 83(1992)-  41 25 51.71918(N)    072 25 44.87511(W) AD(       ) 4
 LX5948  NAD 83(1986)-  41 25 51.72092(N)    072 25 44.87794(W) AD(       ) 4
 LX5948  NAD 27      -  41 25 51.36300(N)    072 25 46.58500(W) AD(       ) 3
 LX5948
 LX5948.Superseded values are not recommended for survey control.
 LX5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5948.See file dsdata.txt to determine how the superseded data were derived.
 LX5948
 LX5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1480889798(NAD 83)
 LX5948
 LX5948  HISTORY     - Date     Condition        Report By
 LX5948  HISTORY     - 1935     MONUMENTED       CGS
 LX5948  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5948  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX5948
 LX5948                          STATION DESCRIPTION
 LX5948
 LX5948'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5948'THE RESIDENCE OF MRS. THOMAS M. WILLEY IS ON THE W SIDE OF THE
 LX5948'RIVER ROAD, 1.0 MILE N OF THE HADLYME FERRY.
 LX5948'
 LX5948'THE MAIN HOUSE IS A LARGE, WHITE, TWO-STORY DWELLING WITH
 LX5948'GABLE ENDS FACING E AND W.  THERE IS A 1 1/2-STORY WING ATTACHED
 LX5948'TO THE NE CORNER.  THE WING RIDGEPOLE RUNS N AND S.  CHIMNEYS
 LX5948'ARE PLENTIFUL, THERE BEING FIVE ON THE TWO PARTS OF THE HOUSE.
 LX5948'THE TWO ON THE MAIN HOUSE ARE HIGHEST AND LARGEST.
 LX5948'
 LX5948'THE W GABLE SHOWS FIVE WINDOWS TO THE WESTWARD.  THE WINDOW
 LX5948'NEAR THE APEX IS ROUNDED AT THE TOP.  THE LOWER ONE, AT THE S
 LX5948'SIDE, IS A BAY WINDOW.
 LX5948'
 LX5948'CENTER IS THE APEX OF THE W GABLE.
 LX5948
 LX5948                          STATION RECOVERY (1948)
 LX5948
 LX5948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5948'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE
 LX5948'WITH THE FOLLOWING EXCEPTION--
 LX5948'
 LX5948'THE PROPERTY IS NOW OWNED BY MR. W.L. HALE.
 LX5948
 LX5948                          STATION RECOVERY (1998)
 LX5948
 LX5948'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7628 ***********************************************************************
 LX7628  DESIGNATION -  WILLIAMS
 LX7628  PID         -  LX7628
 LX7628  STATE/COUNTY-  CT/NEW HAVEN
 LX7628  USGS QUAD   -  MILFORD (1984)
 LX7628
 LX7628                         *CURRENT SURVEY CONTROL
 LX7628  ___________________________________________________________________
 LX7628* NAD 83(1996)-  41 13 04.75824(N)    073 01 46.97464(W)     ADJUSTED  
 LX7628* NAVD 88     -        38.9    (meters)     128.     (feet)  VERTCON   
 LX7628  ___________________________________________________________________
 LX7628  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LX7628  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX7628
 LX7628  HORZ ORDER  -  FIRST
 LX7628
 LX7628.The horizontal coordinates were established by classical geodetic methods
 LX7628.and adjusted by the National Geodetic Survey in August 1998..
 LX7628
 LX7628.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7628
 LX7628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7628
 LX7628.The geoid height was determined by GEOID03.
 LX7628
 LX7628;                    North         East     Units Scale Factor Converg.
 LX7628;SPC CT       -   195,156.935   281,344.511   MT  0.99999823   -0 11 07.7
 LX7628;SPC CT       -   640,277.38    923,044.45   sFT  0.99999823   -0 11 07.7
 LX7628;UTM  18      - 4,564,827.900   665,161.179   MT  0.99993573   +1 17 54.8
 LX7628
 LX7628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7628!SPC CT       -   0.99999858  x   0.99999823  =   0.99999681
 LX7628!UTM  18      -   0.99999858  x   0.99993573  =   0.99993431
 LX7628
 LX7628|---------------------------------------------------------------------|
 LX7628| PID    Reference Object                     Distance      Geod. Az  |
 LX7628|                                                           dddmmss.s |
 LX7628| CR9730 WILLIAMS RM 1                        21.578 METERS 01247     |
 LX7628| CR9731 WILLIAMS RM 2                        19.168 METERS 26800     |
 LX7628|---------------------------------------------------------------------|
 LX7628
 LX7628                          SUPERSEDED SURVEY CONTROL
 LX7628
 LX7628  NAD 83(1992)-  41 13 04.75714(N)    073 01 46.97430(W) AD(       ) 1
 LX7628  NAD 83(1986)-  41 13 04.76021(N)    073 01 46.98024(W) AD(       ) 1
 LX7628  NAD 83(1986)-  41 13 04.76032(N)    073 01 46.98103(W) AD(       ) 1
 LX7628  NGVD 29 (01/16/90)   39.2    (m)          129.     (f) VERT ANG       
 LX7628
 LX7628.Superseded values are not recommended for survey control.
 LX7628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7628.See file dsdata.txt to determine how the superseded data were derived.
 LX7628
 LX7628_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6516164828(NAD 83)
 LX7628_MARKER: DS = TRIANGULATION STATION DISK
 LX7628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7628+STABILITY: SURFACE MOTION
 LX7628
 LX7628  HISTORY     - Date     Condition        Report By
 LX7628  HISTORY     - 1982     MONUMENTED       NGS
 LX7628  HISTORY     - 1991     GOOD             USPSQD
 LX7628
 LX7628                          STATION DESCRIPTION
 LX7628
 LX7628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7628'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST-SOUTHEAST
 LX7628'OF MILFORD, 1.9 KM (1.2 MI) NORTHEAST OF WELCHES POINT AND
 LX7628'1.8 KM (1.1 MI) NORTHWEST OF POIND POINT.
 LX7628'OWNERSHIP--MR HAROLD LYMANT, 75 BRYAN HILL ROAD, MILFORD CT
 LX7628'PHONE 203-874-4481.
 LX7628'
 LX7628'TO REACH THE STATION FROM THE JUNCTION OF WOODMONT
 LX7628'ROAD AND OLD GATE LANE ON THE SOUTH SIDE OF THE
 LX7628'CONNECTICUT TURNPIKE AT INTERCHANGE 40 GOING SOUTH, WHICH
 LX7628'IS ABOUT 4.0 KM (2.5 MI) NORTHEAST OF MILFORD.  GO WEST ON
 LX7628'OLD GATE LANE PASSING THE MAYFLOWER TRUCK STOP ON THE LEFT
 LX7628'FOR 1.8 KM (1.15 MI) TO A T-ROAD.  TURN LEFT AND GO EAST
 LX7628'ON NEW HAVEN AVENUE FOR 0.2 KM (0.1 MI) TO A SIDE ROAD
 LX7628'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON POND POINT ROAD
 LX7628'FOR 0.7 KM (0.45 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 LX7628'AND GO SOUTHWEST ON BRYAN HILL ROAD FOR 0.2 KM (0.15 MI) TO
 LX7628'A DRIVEWAY ON THE RIGHT LEADING TO MR. LYMANTS HOUSE AND
 LX7628'THE STATION JUST NORTH OF THE HOUSE IN WOODED AREA AS
 LX7628'DESCRIBED.
 LX7628'
 LX7628'THE STATION IS A STANDARD NGS DISK
 LX7628'STAMPED---WILLIAMS 1982---,
 LX7628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7628'FLUSH WITH GROUND.  IT IS LOCATED
 LX7628'93.0 METERS (305.0 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 LX7628'PAVED ROAD,
 LX7628'7.50 METERS (24.6 FT) WEST FROM A 44 CM TREE,
 LX7628'5.91 METERS (19.4 FT) WEST-SOUTHWEST FROM A TRIPLE TRUNKED TREE AND
 LX7628'1.22 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST.
 LX7628'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7628'STAMPED---WILLIAMS 1982---,
 LX7628'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7628'
 LX7628'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7628'STAMPED---WILLIAMS NO 1 1982---,
 LX7628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7628'FLUSH WITH GROUND.  IT IS LOCATED
 LX7628'6.13 METERS (20.1 FT) NORTHEAST FROM A 30 CM TREE,
 LX7628'4.36 METERS (14.3 FT) NORTH FROM A TWIN TRUNKED TREE AND
 LX7628'0.49 METER (1.6 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
 LX7628'MARK IS LEVEL WITH STATION.
 LX7628'
 LX7628'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7628'STAMPED---WILLIAMS NO 2 1982---,
 LX7628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 LX7628'FLUSH WITH GROUND.  IT IS LOCATED
 LX7628'6.83 METERS (22.4 FT) NORTHWEST FROM A TWIN TRUNKED TREE,
 LX7628'3.32 METERS (10.9 FT) NORTH FROM A DOUBLE TRUNK TREE AND
 LX7628'1.07 METERS (3.5 FT) EAST FROM A WITNESS POST.
 LX7628'MARK IS BELOW STATION 0.4 METER.
 LX7628'
 LX7628'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.4 METERS.
 LX7628'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7628'
 LX7628'DESCRIBED BY J.N. LEONHARDT, CHECKED BY L.D. ACRES.
 LX7628
 LX7628                          STATION RECOVERY (1991)
 LX7628
 LX7628'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4830 ***********************************************************************
 LX4830  DESIGNATION -  WILLIMANTIC KCE 84 MICROWAVE
 LX4830  PID         -  LX4830
 LX4830  STATE/COUNTY-  CT/NEW LONDON
 LX4830  USGS QUAD   -  WILLIMANTIC (1984)
 LX4830
 LX4830                         *CURRENT SURVEY CONTROL
 LX4830  ___________________________________________________________________
 LX4830* NAD 83(1996)-  41 40 58.64849(N)    072 12 57.67246(W)     ADJUSTED  
 LX4830* NAVD 88     -                                                        
 LX4830  ___________________________________________________________________
 LX4830  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 LX4830  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX4830
 LX4830  HORZ ORDER  -  THIRD
 LX4830
 LX4830.The horizontal coordinates were established by classical geodetic methods
 LX4830.and adjusted by the National Geodetic Survey in August 1998..
 LX4830
 LX4830
 LX4830.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4830
 LX4830.The geoid height was determined by GEOID03.
 LX4830
 LX4830;                    North         East     Units Scale Factor Converg.
 LX4830;SPC CT       -   246,896.398   349,259.288   MT  0.99998653   +0 21 14.6
 LX4830;SPC CT       -   810,025.93  1,145,861.51   sFT  0.99998653   +0 21 14.6
 LX4830;UTM  18      - 4,618,321.582   731,714.209   MT  1.00026077   +1 51 07.9
 LX4830
 LX4830                          SUPERSEDED SURVEY CONTROL
 LX4830
 LX4830  NAD 83(1996)-  41 40 58.64792(N)    072 12 57.67211(W) AD(       ) 4
 LX4830  NAD 83(1992)-  41 40 58.64786(N)    072 12 57.67215(W) AD(       ) 4
 LX4830  NAD 83(1992)-  41 40 58.64886(N)    072 12 57.67336(W) AD(       ) 4
 LX4830  NAD 83(1986)-  41 40 58.64900(N)    072 12 57.67342(W) AD(       ) 4
 LX4830  NAD 27      -  41 40 58.29299(N)    072 12 59.38713(W) AD(       ) 3
 LX4830
 LX4830.Superseded values are not recommended for survey control.
 LX4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4830.See file dsdata.txt to determine how the superseded data were derived.
 LX4830
 LX4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3171418322(NAD 83)
 LX4830
 LX4830  HISTORY     - Date     Condition        Report By
 LX4830  HISTORY     - 1975     MONUMENTED       NGS
 LX4830
 LX4830                          STATION DESCRIPTION
 LX4830
 LX4830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4830'THE STATION IS THE LIGHT ATOP THE WILLIMANTIC SOUTHERN
 LX4830'NEW ENGLAND TELEPHONE MICROWAVE TOWER.  THE TOWER IS A 4
 LX4830'LEGGED STEEL STRUCTURE ABOUT 120 FEET HIGH AND PAINTED RED
 LX4830'AND WHITE.
 LX4830'
 LX4830'STATION IS ABOUT 2 MILES SOUTH OF WILLIMANTIC, 2 MILES WEST
 LX4830'OF SOUTH WINDHAM, 1 MILE NORTHEAST OF STATE HIGHWAY 289 AND
 LX4830'ALONG THE SOUTH SIDE OF GATES ROAD.
 LX4830'
 LX4830'TO REACH THE STATION FROM THE POST OFFICE IN LEBANON, GO
 LX4830'SOUTHWEST ON STATE HIGHWAY 207 FOR 0.1 MILE TO THE JUNCTION
 LX4830'OF STATE HIGHWAY 87.  TURN RIGHT AND GO NORTHWEST ON HIGHWAY
 LX4830'87 FOR 0.9 MILE TO THE JUNCTION OF STATE HIGHWAY 289.  TURN
 LX4830'RIGHT AND GO NORTH ON HIGHWAY 289 FOR 1.8 MILES TO THE JUNCTION
 LX4830'OF BENDER ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST
 LX4830'ON BENDER ROAD FOR 0.8 MILES TO THE JUNCTION OF GATES ROAD
 LX4830'ON THE LEFT.  TURN LEFT AND GO NORTHWEST AND EAST ON GATES
 LX4830'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4826 ***********************************************************************
 LX4826  DESIGNATION -  WILLIMANTIC RAD WILI MAST
 LX4826  PID         -  LX4826
 LX4826  STATE/COUNTY-  CT/WINDHAM
 LX4826  USGS QUAD   -  WILLIMANTIC (1984)
 LX4826
 LX4826                         *CURRENT SURVEY CONTROL
 LX4826  ___________________________________________________________________
 LX4826* NAD 83(1996)-  41 42 55.68234(N)    072 11 21.39825(W)     ADJUSTED  
 LX4826* NAVD 88     -                                                        
 LX4826  ___________________________________________________________________
 LX4826  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 LX4826  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX4826
 LX4826  HORZ ORDER  -  THIRD
 LX4826
 LX4826.The horizontal coordinates were established by classical geodetic methods
 LX4826.and adjusted by the National Geodetic Survey in August 1998..
 LX4826
 LX4826
 LX4826.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4826
 LX4826.The geoid height was determined by GEOID03.
 LX4826
 LX4826;                    North         East     Units Scale Factor Converg.
 LX4826;SPC CT       -   250,521.116   351,462.413   MT  0.99998816   +0 22 18.5
 LX4826;SPC CT       -   821,918.03  1,153,089.60   sFT  0.99998816   +0 22 18.5
 LX4826;UTM  18      - 4,622,003.713   733,822.362   MT  1.00027284   +1 52 16.3
 LX4826
 LX4826                          SUPERSEDED SURVEY CONTROL
 LX4826
 LX4826  NAD 83(1996)-  41 42 55.68174(N)    072 11 21.39789(W) AD(       ) 4
 LX4826  NAD 83(1992)-  41 42 55.68173(N)    072 11 21.39790(W) AD(       ) 4
 LX4826  NAD 83(1992)-  41 42 55.68251(N)    072 11 21.39889(W) AD(       ) 4
 LX4826  NAD 83(1986)-  41 42 55.68270(N)    072 11 21.39881(W) AD(       ) 4
 LX4826  NAD 27      -  41 42 55.32609(N)    072 11 23.11588(W) AD(       ) 3
 LX4826
 LX4826.Superseded values are not recommended for survey control.
 LX4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4826.See file dsdata.txt to determine how the superseded data were derived.
 LX4826
 LX4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3382222004(NAD 83)
 LX4826
 LX4826  HISTORY     - Date     Condition        Report By
 LX4826  HISTORY     - 1975     MONUMENTED       NGS
 LX4826  HISTORY     - 19961117 GOOD             USPSQD
 LX4826
 LX4826                          STATION DESCRIPTION
 LX4826
 LX4826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX4826'THE STATION IS THE LIGHT ATOP THE WILLIMANTIC WILI
 LX4826'RADIO MAST.  THE MAST IS GUYED, PAINTED RED AND WHITE AND IS
 LX4826'APPROXIMATELY 220 FEET HIGH.
 LX4826'
 LX4826'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF WILLIMANTIC,
 LX4826'JUST NORTH OF STATE HIGHWAY 14 AND ALONG THE NORTH BANK OF
 LX4826'THE NATCHAUG RIVER.
 LX4826'
 LX4826'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 LX4826'AND STATE HIGHWAYS 14 AND 195 IN THE NORTHEAST EDGE OF
 LX4826'WILLIMANTIC, GO EAST ON HIGHWAY 14 FOR 0.25 MILE TO A CROSS
 LX4826'STREET JUST BEFORE REACHING A BRIDGE OVER THE
 LX4826'NATCHAUG RIVER.  TURN LEFT AND GO NORTH AND NORTHEAST ON A
 LX4826'PAVED STREET (TURNS INTO GRAVEL) FOR 0.15 MILE TO
 LX4826'A FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON A GRAVELED
 LX4826'ROAD FOR 0.3 MILE TO THE STATION.
 LX4826
 LX4826                          STATION RECOVERY (1996)
 LX4826
 LX4826'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX4826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5789 ***********************************************************************
 LX5789  DESIGNATION -  WILSONS GABLE
 LX5789  PID         -  LX5789
 LX5789  STATE/COUNTY-  CT/NEW LONDON
 LX5789  USGS QUAD   -  OLD LYME (1976)
 LX5789
 LX5789                         *CURRENT SURVEY CONTROL
 LX5789  ___________________________________________________________________
 LX5789* NAD 83(1996)-  41 21 59.61634(N)    072 19 58.14341(W)     ADJUSTED  
 LX5789* NAVD 88     -                                                        
 LX5789  ___________________________________________________________________
 LX5789  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LX5789  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX5789
 LX5789  HORZ ORDER  -  THIRD
 LX5789
 LX5789.The horizontal coordinates were established by classical geodetic methods
 LX5789.and adjusted by the National Geodetic Survey in August 1998..
 LX5789
 LX5789
 LX5789.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5789
 LX5789.The geoid height was determined by GEOID03.
 LX5789
 LX5789;                    North         East     Units Scale Factor Converg.
 LX5789;SPC CT       -   211,703.407   339,704.572   MT  0.99998737   +0 16 35.8
 LX5789;SPC CT       -   694,563.59  1,114,514.08   sFT  0.99998737   +0 16 35.8
 LX5789;UTM  18      - 4,582,882.755   723,077.123   MT  1.00021247   +1 45 48.2
 LX5789
 LX5789                          SUPERSEDED SURVEY CONTROL
 LX5789
 LX5789  NAD 83(1992)-  41 21 59.61542(N)    072 19 58.14306(W) AD(       ) 4
 LX5789  NAD 83(1986)-  41 21 59.61716(N)    072 19 58.14635(W) AD(       ) 4
 LX5789  NAD 27      -  41 21 59.26400(N)    072 19 59.86300(W) AD(       ) 3
 LX5789
 LX5789.Superseded values are not recommended for survey control.
 LX5789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5789.See file dsdata.txt to determine how the superseded data were derived.
 LX5789
 LX5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2307782883(NAD 83)
 LX5789
 LX5789  HISTORY     - Date     Condition        Report By
 LX5789  HISTORY     - 1935     MONUMENTED       CGS
 LX5789  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX5789
 LX5789                          STATION DESCRIPTION
 LX5789
 LX5789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX5789'THE RESIDENCE OF F. V. WILSON IS LOCATED ON THE N SIDE OF BLOOD
 LX5789'STREET, SO CALLED, ABOUT 0.8 MILE FROM THE OLD LORDS HILL
 LX5789'SCHOOLHOUSE ON ROUTE 86.
 LX5789'
 LX5789'THE HOUSE IS 1 1/2-STORIES HIGH WITH WALLS OF WHITE PAINTED
 LX5789'FIELD STONE.  THE GABLE ENDS EXTEND N AND S.  THE SHINGLED ROOF
 LX5789'IS EXCEPTIONALLY BROAD.  THREE SINGLE DORMERS THROUGH THE W
 LX5789'ROOF ARE FEATURES.  THERE IS A CONTINUOUS DORMER ALONG THE
 LX5789'EASTERLY ROOF.
 LX5789'
 LX5789'TWO WHITE CHIMNEYS, WITH PROJECTING FLUE LININGS, SHOW.  ONE
 LX5789'IS E OF THE RIDGEPOLE NEAR THE S END AND THE OTHER IS AGAINST
 LX5789'THE N WALL W OF THE APEX OF THE GABLE.
 LX5789'
 LX5789'CENTER IS THE APEX OF THE N GABLE.
 LX5789
 LX5789                          STATION RECOVERY (1961)
 LX5789
 LX5789'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5789'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 LX5789'IS COMPLETE AND ADEQUATE WITH THE FOLLOWING ADDITION.  THE
 LX5789'HOUSE IS NOW THE PROPERTY OF THE HIGHFIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH4470 ***********************************************************************
 DH4470  DESIGNATION -  WINCHESTER
 DH4470  PID         -  DH4470
 DH4470  STATE/COUNTY-  CT/LITCHFIELD
 DH4470  USGS QUAD   -  WINSTED (1984)
 DH4470
 DH4470                         *CURRENT SURVEY CONTROL
 DH4470  ___________________________________________________________________
 DH4470* NAD 83(1996)-  41 53 51.90794(N)    073 04 10.96944(W)     ADJUSTED  
 DH4470* NAVD 88     -       221.0    (meters)     725.     (feet)  GPS OBS   
 DH4470  ___________________________________________________________________
 DH4470  X           -   1,384,616.103 (meters)                     COMP
 DH4470  Y           -  -4,548,662.504 (meters)                     COMP
 DH4470  Z           -   4,237,285.532 (meters)                     COMP
 DH4470  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DH4470  ELLIP HEIGHT-         192.11  (meters)          (05/31/05) GPS OBS
 DH4470  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH4470
 DH4470  HORZ ORDER  -  A
 DH4470  ELLP ORDER  -  THIRD     CLASS I
 DH4470
 DH4470.The horizontal coordinates were established by GPS observations
 DH4470.and adjusted by the CT DEPT OF TRANSP in May 2005..
 DH4470
 DH4470.The orthometric height was determined by GPS observations and a
 DH4470.high-resolution geoid model.
 DH4470
 DH4470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4470
 DH4470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4470
 DH4470.The ellipsoidal height was determined by GPS observations
 DH4470.and is referenced to NAD 83.
 DH4470
 DH4470.The geoid height was determined by GEOID03.
 DH4470
 DH4470;                    North         East     Units Scale Factor Converg.
 DH4470;SPC CT       -   270,664.996   278,269.694   MT  1.00000330   -0 12 43.2
 DH4470;SPC CT       -   888,006.74    912,956.49   sFT  1.00000330   -0 12 43.2
 DH4470;UTM  18      - 4,640,225.446   660,120.710   MT  0.99991550   +1 17 21.6
 DH4470
 DH4470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4470!SPC CT       -   0.99996987  x   1.00000330  =   0.99997317
 DH4470!UTM  18      -   0.99996987  x   0.99991550  =   0.99988537
 DH4470
 DH4470                          SUPERSEDED SURVEY CONTROL
 DH4470
 DH4470.No superseded survey control is available for this station.
 DH4470
 DH4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6012140225(NAD 83)
 DH4470_MARKER: Z = SEE DESCRIPTION
 DH4470_SETTING: 0 = UNSPECIFIED SETTING
 DH4470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4470+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 DH4470
 DH4470  HISTORY     - Date     Condition        Report By
 DH4470  HISTORY     - 20050401 MONUMENTED       CTDTGS
 DH4470
 DH4470                          STATION DESCRIPTION
 DH4470
 DH4470'DESCRIBED BY CT DOT GEODETIC SURV 2005 (DS)
 DH4470'BASE STATION WINCHESTER IS A TRIMBLE NAVIGATION COMPANY COMPACT  DOME
 DH4470'GPS ANTENNA PERMANENTLY INSTALLED ON A STEEL POLE WHICH IS  BOLTED TO
 DH4470'THE EXTERIOR OF THE NORTH WALL OF THE CONNDOT  MAINTENANCE GARAGE
 DH4470'(81-613) IN WINCHESTER. TO REACH THE STATION FROM THE CT ROUTE 8 (EXIT
 DH4470'46) OVERPASS ABOVE  PINEWOODS ROAD IN TORRINGTON, PROCEED NORTHWEST ON
 DH4470'PINEWOODS  ROAD FOR 0.35 MI. TO CT ROUTE 800 (WINSTED ROAD/TORRINGTON
 DH4470'ROAD).  TURN RIGHT ONTO CT ROUTE 800 AND PROCEED NORTH FOR 1.32 MI.
 DH4470'(ENTERING WINCHESTER) TO THE ENTRANCE ROAD TO THE CONNDOT  MAINTENANCE
 DH4470'GARAGE. PROCEED SOUTHEAST FOR 0.13 MI. TO THE  STATION ON THE RIGHT
 DH4470'(SOUTHWEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5839 ***********************************************************************
 DH5839  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5839  DESIGNATION -  WINCHESTER CORS ARP
 DH5839  CORS_ID     -  CTWI
 DH5839  PID         -  DH5839
 DH5839  STATE/COUNTY-  CT/LITCHFIELD
 DH5839  USGS QUAD   -  WINSTED (1984)
 DH5839
 DH5839                         *CURRENT SURVEY CONTROL
 DH5839  ___________________________________________________________________
 DH5839* NAD 83(CORS)-  41 53 51.90780(N)    073 04 10.96857(W)     ADJUSTED  
 DH5839* NAVD 88     -                                                        
 DH5839  ___________________________________________________________________
 DH5839  EPOCH DATE  -        2002.00
 DH5839  X           -   1,384,616.117 (meters)                     COMP
 DH5839  Y           -  -4,548,662.479 (meters)                     COMP
 DH5839  Z           -   4,237,285.509 (meters)                     COMP
 DH5839  ELLIP HEIGHT-         192.08  (meters)          (09/??/05) GPS OBS
 DH5839  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH5839
 DH5839  HORZ ORDER  -  SPECIAL (CORS)
 DH5839  ELLP ORDER  -  SPECIAL (CORS)
 DH5839
 DH5839.ITRF positions are available for this station.
 DH5839.The coordinates were established by GPS observations
 DH5839.and adjusted by the National Geodetic Survey in September 2005..
 DH5839.The coordinates are valid at the epoch date displayed above.
 DH5839.The epoch date for horizontal control is a decimal equivalence
 DH5839.of Year/Month/Day.
 DH5839
 DH5839
 DH5839.The PID for the CORS L1 Phase Center is DH5840.
 DH5839
 DH5839.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5839
 DH5839.The ellipsoidal height was determined by GPS observations
 DH5839.and is referenced to NAD 83.
 DH5839
 DH5839.The geoid height was determined by GEOID03.
 DH5839
 DH5839;                    North         East     Units Scale Factor Converg.
 DH5839;SPC CT       -   270,664.992   278,269.714   MT  1.00000330   -0 12 43.2
 DH5839;SPC CT       -   888,006.73    912,956.55   sFT  1.00000330   -0 12 43.2
 DH5839
 DH5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5839!SPC CT       -   0.99996987  x   1.00000330  =   0.99997317
 DH5839
 DH5839                          SUPERSEDED SURVEY CONTROL
 DH5839
 DH5839.No superseded survey control is available for this station.
 DH5839
 DH5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6012140225(NAD 83)
 DH5839_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5839
 DH5839                          STATION DESCRIPTION
 DH5839
 DH5839'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5839'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5839'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5839'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5839'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5839'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5840 ***********************************************************************
 DH5840  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5840  DESIGNATION -  WINCHESTER CORS L1 PHASE CENTER
 DH5840  CORS_ID     -  CTWI
 DH5840  PID         -  DH5840
 DH5840  STATE/COUNTY-  CT/LITCHFIELD
 DH5840  USGS QUAD   -  WINSTED (1984)
 DH5840
 DH5840                         *CURRENT SURVEY CONTROL
 DH5840  ___________________________________________________________________
 DH5840* NAD 83(CORS)-  41 53 51.90784(N)    073 04 10.96855(W)     ADJUSTED  
 DH5840* NAVD 88     -                                                        
 DH5840  ___________________________________________________________________
 DH5840  EPOCH DATE  -        2002.00
 DH5840  X           -   1,384,616.141 (meters)                     COMP
 DH5840  Y           -  -4,548,662.557 (meters)                     COMP
 DH5840  Z           -   4,237,285.584 (meters)                     COMP
 DH5840  ELLIP HEIGHT-         192.19  (meters)          (09/??/05) GPS OBS
 DH5840  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH5840
 DH5840  HORZ ORDER  -  SPECIAL (CORS)
 DH5840  ELLP ORDER  -  SPECIAL (CORS)
 DH5840
 DH5840.ITRF positions are available for this station.
 DH5840.The coordinates were established by GPS observations
 DH5840.and adjusted by the National Geodetic Survey in September 2005..
 DH5840.The coordinates are valid at the epoch date displayed above.
 DH5840.The epoch date for horizontal control is a decimal equivalence
 DH5840.of Year/Month/Day.
 DH5840
 DH5840
 DH5840.The PID for the CORS ARP is DH5839.
 DH5840
 DH5840.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5840
 DH5840.The ellipsoidal height was determined by GPS observations
 DH5840.and is referenced to NAD 83.
 DH5840
 DH5840.The geoid height was determined by GEOID03.
 DH5840
 DH5840;                    North         East     Units Scale Factor Converg.
 DH5840;SPC CT       -   270,664.993   278,269.715   MT  1.00000330   -0 12 43.2
 DH5840;SPC CT       -   888,006.73    912,956.56   sFT  1.00000330   -0 12 43.2
 DH5840
 DH5840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5840!SPC CT       -   0.99996986  x   1.00000330  =   0.99997316
 DH5840
 DH5840                          SUPERSEDED SURVEY CONTROL
 DH5840
 DH5840.No superseded survey control is available for this station.
 DH5840
 DH5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6012140225(NAD 83)
 DH5840_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5840
 DH5840                          STATION DESCRIPTION
 DH5840
 DH5840'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5840'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5840'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5840'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5840'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5840'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6485 ***********************************************************************
 LX6485  DESIGNATION -  WINCHESTER HOSPITAL STACK
 LX6485  PID         -  LX6485
 LX6485  STATE/COUNTY-  CT/NEW HAVEN
 LX6485  USGS QUAD   -  NEW HAVEN (1984)
 LX6485
 LX6485                         *CURRENT SURVEY CONTROL
 LX6485  ___________________________________________________________________
 LX6485* NAD 83(1996)-  41 17 01.40810(N)    072 57 41.23632(W)     ADJUSTED  
 LX6485* NAVD 88     -                                                        
 LX6485  ___________________________________________________________________
 LX6485  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 LX6485  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX6485
 LX6485  HORZ ORDER  -  THIRD
 LX6485
 LX6485.The horizontal coordinates were established by classical geodetic methods
 LX6485.and adjusted by the National Geodetic Survey in August 1998..
 LX6485
 LX6485
 LX6485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6485
 LX6485.The geoid height was determined by GEOID03.
 LX6485
 LX6485;                    North         East     Units Scale Factor Converg.
 LX6485;SPC CT       -   202,441.178   287,086.501   MT  0.99999260   -0 08 24.7
 LX6485;SPC CT       -   664,175.76    941,882.96   sFT  0.99999260   -0 08 24.7
 LX6485;SPC NY L     -   124,565.079   387,002.452   MT  1.00002349   +0 40 45.5
 LX6485;SPC NY L     -   408,677.26  1,269,690.54   sFT  1.00002349   +0 40 45.5
 LX6485;UTM  18      - 4,572,258.121   670,712.229   MT  0.99995867   +1 20 43.2
 LX6485
 LX6485                          SUPERSEDED SURVEY CONTROL
 LX6485
 LX6485  NAD 83(1992)-  41 17 01.40714(N)    072 57 41.23612(W) AD(       ) 4
 LX6485  NAD 83(1986)-  41 17 01.40939(N)    072 57 41.24080(W) AD(       ) 4
 LX6485  NAD 27      -  41 17 01.06800(N)    072 57 42.87200(W) AD(       ) 3
 LX6485
 LX6485.Superseded values are not recommended for survey control.
 LX6485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6485.See file dsdata.txt to determine how the superseded data were derived.
 LX6485
 LX6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7071272258(NAD 83)
 LX6485
 LX6485  HISTORY     - Date     Condition        Report By
 LX6485  HISTORY     - 1933     MONUMENTED       CGS
 LX6485  HISTORY     - 1989     POOR             USPSQD
 LX6485
 LX6485                          STATION DESCRIPTION
 LX6485
 LX6485'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6485'THIS IS THE STACK OF THE POWER PLANT OF THE WILLIAM WIRT
 LX6485'WINCHESTER MEMORIAL HOSPITAL, LOCATED W OF CAMPBELL AVENUE, WEST
 LX6485'HAVEN.
 LX6485'
 LX6485'STACK IS ABOUT 6.0 METERS N OF THE N WALL OF THE BOILER HOUSE
 LX6485'AND ABOUT 25 METERS S OF THE CENTER LINE OF THE TRACKS
 LX6485'(ABANDONED) OF THE NEW HAVEN RAILROAD.  THE TRACKS ARE IN A DEEP
 LX6485'CUT AT THIS POINT.
 LX6485'
 LX6485'THE STACK IS CIRCULAR IN SECTION AND BUILT OF YELLOW BRICK.
 LX6485'
 LX6485'CENTER IS THE CENTER LINE OF THE STACK.  THE STACK IS ABOUT 120
 LX6485'FEET TALL.
 LX6485'
 LX6485'DISTANCE BETWEEN WINCHESTER HOSPITAL STACK AND WINCHESTER
 LX6485'HOSPITAL TANK IS 131.66 METERS.
 LX6485
 LX6485                          STATION RECOVERY (1989)
 LX6485
 LX6485'RECOVERY NOTE BY US POWER SQUADRON 1989 (MW)
 LX6485'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6497 ***********************************************************************
 LX6497  DESIGNATION -  WINCHESTER HOSPITAL ELEV TANK
 LX6497  PID         -  LX6497
 LX6497  STATE/COUNTY-  CT/NEW HAVEN
 LX6497  USGS QUAD   -  NEW HAVEN (1984)
 LX6497
 LX6497                         *CURRENT SURVEY CONTROL
 LX6497  ___________________________________________________________________
 LX6497* NAD 83(1996)-  41 16 58.34630(N)    072 57 45.17069(W)     ADJUSTED  
 LX6497* NAVD 88     -                                                        
 LX6497  ___________________________________________________________________
 LX6497  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 LX6497  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 LX6497
 LX6497  HORZ ORDER  -  THIRD
 LX6497
 LX6497.The horizontal coordinates were established by classical geodetic methods
 LX6497.and adjusted by the National Geodetic Survey in August 1998..
 LX6497
 LX6497
 LX6497.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6497
 LX6497.The geoid height was determined by GEOID03.
 LX6497
 LX6497;                    North         East     Units Scale Factor Converg.
 LX6497;SPC CT       -   202,346.947   286,994.715   MT  0.99999267   -0 08 27.4
 LX6497;SPC CT       -   663,866.61    941,581.83   sFT  0.99999267   -0 08 27.4
 LX6497;SPC NY L     -   124,469.542   386,912.021   MT  1.00002338   +0 40 42.9
 LX6497;SPC NY L     -   408,363.82  1,269,393.86   sFT  1.00002338   +0 40 42.9
 LX6497;UTM  18      - 4,572,161.546   670,622.920   MT  0.99995829   +1 20 40.5
 LX6497
 LX6497                          SUPERSEDED SURVEY CONTROL
 LX6497
 LX6497  NAD 83(1992)-  41 16 58.34534(N)    072 57 45.17049(W) AD(       ) 4
 LX6497  NAD 83(1986)-  41 16 58.34751(N)    072 57 45.17496(W) AD(       ) 4
 LX6497  NAD 27      -  41 16 58.00300(N)    072 57 46.80300(W) AD(       ) 3
 LX6497
 LX6497.Superseded values are not recommended for survey control.
 LX6497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6497.See file dsdata.txt to determine how the superseded data were derived.
 LX6497
 LX6497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7062372162(NAD 83)
 LX6497
 LX6497  HISTORY     - Date     Condition        Report By
 LX6497  HISTORY     - 1933     MONUMENTED       CGS
 LX6497  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX6497
 LX6497                          STATION DESCRIPTION
 LX6497
 LX6497'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6497'THIS WATER TANK IS ON THE GROUNDS OF THE WILLIAM WIRT WINCHESTER
 LX6497'MEMORIAL HOSPITAL, WHICH ARE ON THE W SIDE OF CAMPBELL AVENUE
 LX6497'IN THE TOWN OF WEST HAVEN.
 LX6497'
 LX6497'TANK STRUCTURE IS ABOUT 118 METERS W OF THE BOILER HOUSE ON
 LX6497'THE PROPERTY AND ABOUT 65 METERS S OF THE UNUSED TRACKS OF THE
 LX6497'NEW HAVEN RAILROAD.  TRACKS ARE IN A CUT AT THIS POINT.
 LX6497'
 LX6497'TANK AND STRUCTURE ARE OF STEEL AND PAINTED BLACK.
 LX6497'
 LX6497'CENTER IS THE CENTER LINE OF FINIAL ON ROOF OF TANK.
 LX6497'
 LX6497'THE TANK IS ABOUT 100 FEET HIGH.
 LX6497'
 LX6497'DISTANCE BETWEEN WINCHESTER HOSPITAL TANK AND WINCHESTER
 LX6497'HOSPITAL STACK IS 131.66 METERS.
 LX6497
 LX6497                          STATION RECOVERY (1989)
 LX6497
 LX6497'RECOVERY NOTE BY US POWER SQUADRON 1989 (MW)
 LX6497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7300 ***********************************************************************
 LX7300  DESIGNATION -  WINDHAM
 LX7300  PID         -  LX7300
 LX7300  STATE/COUNTY-  CT/WINDHAM
 LX7300  USGS QUAD   -  WILLIMANTIC (1984)
 LX7300
 LX7300                         *CURRENT SURVEY CONTROL
 LX7300  ___________________________________________________________________
 LX7300* NAD 83(1996)-  41 40 42.48061(N)    072 11 01.53950(W)     ADJUSTED  
 LX7300* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 LX7300  ___________________________________________________________________
 LX7300  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LX7300  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX7300
 LX7300  HORZ ORDER  -  SECOND
 LX7300
 LX7300.The horizontal coordinates were established by classical geodetic methods
 LX7300.and adjusted by the National Geodetic Survey in August 1998..
 LX7300
 LX7300.The orthometric height was scaled from a topographic map.
 LX7300
 LX7300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7300
 LX7300.The geoid height was determined by GEOID03.
 LX7300
 LX7300;                    North         East     Units Scale Factor Converg.
 LX7300;SPC CT       -   246,414.703   351,948.388   MT  0.99998633   +0 22 31.6
 LX7300;SPC CT       -   808,445.57  1,154,684.00   sFT  0.99998633   +0 22 31.6
 LX7300;UTM  18      - 4,617,910.239   734,415.744   MT  1.00027627   +1 52 24.6
 LX7300
 LX7300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7300!SPC CT       -   0.99997432  x   0.99998633  =   0.99996065
 LX7300!UTM  18      -   0.99997432  x   1.00027627  =   1.00025058
 LX7300
 LX7300|---------------------------------------------------------------------|
 LX7300| PID    Reference Object                     Distance      Geod. Az  |
 LX7300|                                                           dddmmss.s |
 LX7300| CZ8112 WINDHAM RM 1                         12.732 METERS 10252     |
 LX7300| LX4757 NORWICHTOWN FIRE TOWER              APPROX.11.6 KM 1435949.5 |
 LX7300| LX4796 CROOKS                              APPROX. 9.0 KM 1583922.9 |
 LX7300| CZ8113 WINDHAM RM 2                         20.126 METERS 33630     |
 LX7300|---------------------------------------------------------------------|
 LX7300
 LX7300                          SUPERSEDED SURVEY CONTROL
 LX7300
 LX7300  NAD 83(1996)-  41 40 42.48003(N)    072 11 01.53854(W) AD(       ) 2
 LX7300  NAD 83(1992)-  41 40 42.47999(N)    072 11 01.53896(W) AD(       ) 2
 LX7300  NAD 83(1992)-  41 40 42.48105(N)    072 11 01.53978(W) AD(       ) 2
 LX7300  NAD 83(1986)-  41 40 42.48107(N)    072 11 01.54032(W) AD(       ) 2
 LX7300  NAD 27      -  41 40 42.13298(N)    072 11 03.24793(W) AD(       ) 2
 LX7300
 LX7300.Superseded values are not recommended for survey control.
 LX7300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7300.See file dsdata.txt to determine how the superseded data were derived.
 LX7300
 LX7300_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3441617910(NAD 83)
 LX7300
 LX7300  HISTORY     - Date     Condition        Report By
 LX7300  HISTORY     - 1942     MONUMENTED       CTGS
 LX7300
 LX7300                          STATION DESCRIPTION
 LX7300
 LX7300'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1942
 LX7300'THE STATION IS ON TOP OF OBWEBETUCK HILL ABOUT 3/4 MILE W OF SOUTH
 LX7300'WINDHAM CENTER.  IT IS A STATE TRAVERSE DISK MARKED U.S. COAST AND
 LX7300'GEODETIC SURVEY AND STATE SURVEY AND STAMPED WINDHAM 1942.  THE
 LX7300'DISK IS SET IN LEDGE 6 INCHES BELOW TOP SOIL.  THE TOP OF HILL IS
 LX7300'COVERED WITH TREES ABOUT 30 FEET HIGH.
 LX7300'
 LX7300'REFERENCE MARK NO.1 IS A BRONZE TRAVERSE DISK, STAMPED WINDHAM
 LX7300'1942, IN ROCK OUTCROP ABOUT 2 FEET BY 2 FEET BY 6 INCHES HIGH.  ON
 LX7300'S EDGE OF HILL SE OF STATION.
 LX7300'
 LX7300'REFERENCE MARK NO.2 IS A BRONZE TRAVERSE DISK IN OUTCROPPING
 LX7300'LEDGE ABOUT 3 FEET BY 5 FEET BY 1 FOOT HIGH, STAMPED WINDHAM
 LX7300'1942.  N OF STATION.
 LX7300'
 LX7300'TO REACH--FROM THE INTERSECTION OF ROUTES 207 AND 87 IN LEBANON,
 LX7300'GO E ON ROUTE 207, 1 MILE TO ROAD LEFT, GO LEFT 0.3 MILE TO
 LX7300'INTERSECTING ROAD, CONTINUE STRAIGHT 2.35 MILES TO 1 1/2-STORY
 LX7300'WHITE HOUSE ON LEFT.  FROM SOUTH WINDHAM POST OFFICE TAKE THE ROAD
 LX7300'LEADING W 0.65 MILE TO THE SAME HOUSE.  STATION IS ON TOP OF
 LX7300'HILL DIRECTLY BACK OF THIS HOUSE.  A VERY STEEP PATH HAS BEEN
 LX7300'CUT FROM IN BACK OF HOUSE.  A VERY STEEP PATH HAS BEEN CUT FROM
 LX7300'IN BACK OF HOUSE TO STATION.
 LX7300'
 LX7300'HEIGHT OF LIGHT ABOVE STATION MARK 12 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2885 ***********************************************************************
 LX2885  SACS        -  This is a Secondary Airport Control Station.
 LX2885  DESIGNATION -  WINDHAM ARP
 LX2885  PID         -  LX2885
 LX2885  STATE/COUNTY-  CT/WINDHAM
 LX2885  USGS QUAD   -  WILLIMANTIC (1984)
 LX2885
 LX2885                         *CURRENT SURVEY CONTROL
 LX2885  ___________________________________________________________________
 LX2885* NAD 83(1996)-  41 44 31.02859(N)    072 10 52.44996(W)     ADJUSTED  
 LX2885* NAVD 88     -        73.143  (meters)     239.97   (feet)  ADJUSTED  
 LX2885  ___________________________________________________________________
 LX2885  X           -   1,458,479.288 (meters)                     COMP
 LX2885  Y           -  -4,537,525.101 (meters)                     COMP
 LX2885  Z           -   4,224,289.847 (meters)                     COMP
 LX2885  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LX2885  ELLIP HEIGHT-          43.27  (meters)          (06/04/02) GPS OBS
 LX2885  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX2885  DYNAMIC HT  -          73.118 (meters)     239.89  (feet)  COMP
 LX2885  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2885
 LX2885  HORZ ORDER  -  FIRST
 LX2885  VERT ORDER  -  SECOND    CLASS II
 LX2885  ELLP ORDER  -  FOURTH    CLASS I
 LX2885
 LX2885.This mark is at Windham Airport (IJD)
 LX2885
 LX2885.The horizontal coordinates were established by GPS observations
 LX2885.and adjusted by the National Geodetic Survey in May 2000..
 LX2885
 LX2885.The orthometric height was determined by differential leveling
 LX2885.and adjusted by the National Geodetic Survey in June 1991..
 LX2885
 LX2885.Photographs are available for this station.
 LX2885
 LX2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2885
 LX2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2885
 LX2885.The ellipsoidal height was determined by GPS observations
 LX2885.and is referenced to NAD 83.
 LX2885
 LX2885.The geoid height was determined by GEOID03.
 LX2885
 LX2885.The dynamic height is computed by dividing the NAVD 88
 LX2885.geopotential number by the normal gravity value computed on the
 LX2885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2885.degrees latitude (g = 980.6199 gals.).
 LX2885
 LX2885.The modeled gravity was interpolated from observed gravity values.
 LX2885
 LX2885;                    North         East     Units Scale Factor Converg.
 LX2885;SPC CT       -   253,467.038   352,112.207   MT  0.99998973   +0 22 37.6
 LX2885;SPC CT       -   831,583.11  1,155,221.47   sFT  0.99998973   +0 22 37.6
 LX2885;UTM  18      - 4,624,966.479   734,394.988   MT  1.00027614   +1 52 39.1
 LX2885
 LX2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2885!SPC CT       -   0.99999321  x   0.99998973  =   0.99998294
 LX2885!UTM  18      -   0.99999321  x   1.00027614  =   1.00026935
 LX2885
 LX2885:                Primary Azimuth Mark                     Grid Az
 LX2885:SPC CT       -  4963                                     019 02 45.2
 LX2885:UTM  18      -  4963                                     017 32 43.7
 LX2885
 LX2885|---------------------------------------------------------------------|
 LX2885| PID    Reference Object                     Distance      Geod. Az  |
 LX2885|                                                           dddmmss.s |
 LX2885| LX2888 4963                                430.952 METERS 0192522.8 |
 LX2885| LX2887 WINDHAM ARP AZ MK                   151.531 METERS 05212     |
 LX2885| LX2886 WINDHAM ARP RM 2                     27.169 METERS 13543     |
 LX2885| LX4830 WILLIMANTIC KCE 84 MICROWAVE        APPROX. 7.2 KM 2035050.2 |
 LX2885| LX2884 WINDHAM ARP RM 1                      7.526 METERS 24447     |
 LX2885| AC7662 5B0 A                               409.588 METERS 3022845.6 |
 LX2885|---------------------------------------------------------------------|
 LX2885
 LX2885                          SUPERSEDED SURVEY CONTROL
 LX2885
 LX2885  NAD 83(1996)-  41 44 31.03079(N)    072 10 52.45033(W) AD(       ) 2
 LX2885  NAD 83(1996)-  41 44 31.03022(N)    072 10 52.44993(W) AD(       ) 2
 LX2885  NAD 83(1992)-  41 44 31.03017(N)    072 10 52.44995(W) AD(       ) 2
 LX2885  NAD 83(1992)-  41 44 31.03095(N)    072 10 52.45092(W) AD(       ) 2
 LX2885  NAD 83(1986)-  41 44 31.03098(N)    072 10 52.45098(W) AD(       ) 2
 LX2885  NAD 27      -  41 44 30.67649(N)    072 10 54.17086(W) AD(       ) 2
 LX2885  NAVD 88 (05/22/00)   73.14   (m)          240.0    (f) LEVELING    3  
 LX2885  NGVD 29 (02/23/89)   73.40   (m)          240.8    (f) LEVELING    3  
 LX2885
 LX2885.Superseded values are not recommended for survey control.
 LX2885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2885.See file dsdata.txt to determine how the superseded data were derived.
 LX2885
 LX2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3439524966(NAD 83)
 LX2885_MARKER: DH = HORIZONTAL CONTROL DISK
 LX2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2885_SP_SET: CONCRETE POST
 LX2885_STAMPING: WINDHAM ARP 1975
 LX2885_MARK LOGO: NGS   
 LX2885_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2885+STABILITY: SURFACE MOTION
 LX2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2885+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1999
 LX2885
 LX2885  HISTORY     - Date     Condition        Report By
 LX2885  HISTORY     - 1975     MONUMENTED       NGS
 LX2885  HISTORY     - 1985     GOOD             NGS
 LX2885  HISTORY     - 19920501 GOOD             NGS
 LX2885  HISTORY     - 19991219 GOOD             WOOLPT
 LX2885
 LX2885                          STATION DESCRIPTION
 LX2885
 LX2885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX2885'THE STATION IS ABOUT 2-3/4 MILES NORTHEAST OF WILLIMANTIC, 1-3/4
 LX2885'MILES SOUTHEAST OF MANSFIELD CENTER, 1-1/2 MILES WEST OF NORTH
 LX2885'WINDHAM AND ON THE WINDHAM AIRPORT.
 LX2885'
 LX2885'TO REACH THE STATION FROM THE JUNCTIONS OF INTERSTATE
 LX2885'HIGHWAY 84 AND U.S. HIGHWAY 6 IN THE NORTHEAST EDGE OF
 LX2885'WILLIMANTIC, GO NORTHERLY ON HIGHWAY 6 FOR 0.2 MILE TO THE
 LX2885'ENTRANCE TO THE WINDHAM AIRPORT ON THE LEFT.  TURN LEFT AND
 LX2885'GO NORTHWEST ON AIRPORT ROAD FOR 0.1 MILE TO THE AIRPORT
 LX2885'AND THE STATION JUST SOUTHEAST OF RUNWAY 6-24 AND
 LX2885'SOUTH-SOUTHWEST OF THE INTERSECTIONS OF RUNWAYS 6-24 AND
 LX2885'9-27.
 LX2885'
 LX2885'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON
 LX2885'A TRACK ROAD FOR 0.1 MILE TO THE MARK ON THE RIGHT ON A
 LX2885'ROCK LEDGE AS DESCRIBED.
 LX2885'
 LX2885'THE STATION MARKS ARE STANDARD DISKS STAMPED WINDHAM
 LX2885'ARP 1975.  THE SURFACE MARK IS SET IN A ROUND CONCRETE POST
 LX2885'FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND MARK IS
 LX2885'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 LX2885'THE GROUND SURFACE.  THEY ARE 136 FEET SOUTHEAST OF THE
 LX2885'SOUTHEAST EDGE OF RUNWAY 6-24, 112 FEET NORTHWEST OF A WIRE
 LX2885'FENCE, 42 FEET NORTHWEST OF A METAL WITNESS POST AND 18 FEET
 LX2885'NORTHWEST OF THE CENTER OF A TRACK ROAD.
 LX2885'
 LX2885'REFERENCE MARK 1, STAMPED WINDHAM ARP NO 1 1975, IS A
 LX2885'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LX2885'GROUND SURFACE.  IT IS 127 FEET SOUTHEAST OF THE SOUTHEAST
 LX2885'EDGE OF RUNWAY 6-24, 118 FEET NORTHWEST OF THE WIRE FENCE,
 LX2885'69.5 FEET WEST OF A METAL WITNESS POST AND 27 FEET NORTHWEST
 LX2885'OF THE CENTER OF THE TRACK ROAD.
 LX2885'
 LX2885'REFERENCE MARK 2, A CONNECTICUT DEPARTMENT OF TRANSPORTATION
 LX2885'DISK SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 LX2885'INCHES ABOVE THE GROUND SURFACE.  THERE IS NO STAMPING ON THE
 LX2885'DISK.  IT IS 72 FEET SOUTHEAST OF THE CENTER OF THE TRACK
 LX2885'ROAD, 22 FEET NORTHWEST OF THE WIRE FENCE AND 3.5 FEET NORTHWEST
 LX2885'OF A METAL WITNESS POST.
 LX2885'
 LX2885'AZIMUTH MARK, A CONNECTICUT DEPARTMENT OF TRANSPORTATION
 LX2885'DISK SET IN A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 LX2885'INCHES ABOVE THE GROUND SURFACE.  THERE IS NO STAMPING ON THE
 LX2885'DISK.  IT IS 37 FEET SOUTHEAST OF A ROCK LEDGE AND 15 FEET
 LX2885'NORTH OF A METAL WITNESS POST.
 LX2885'
 LX2885'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LX2885
 LX2885                          STATION RECOVERY (1985)
 LX2885
 LX2885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2885'2.4 KM (1.5 MI) WEST FROM NORTH WINDHAM.
 LX2885'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTHEAST OF
 LX2885'WILLIMANTIC, 2.8 KM (1.75 MI) SOUTHEAST OF MANSFIELD CENTER, 2.4 KM
 LX2885'(1.5 MI) WEST OF NORTH WINDHAM AND ON THE WINDHAM AIRPORT.
 LX2885'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM AIRPORT,
 LX2885'NORTH WINDHAM CT 06256, PHONE 203-423-9348. NOTE--CONTACT ABOVE BEFORE
 LX2885'ENTERING AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF
 LX2885'INTERSTATE HIGHWAY 84 AND U.S. HIGHWAY 6 IN THE NORTHEAST EDGE OF
 LX2885'WILLIMANTIC, GO NORTHERLY ON HIGHWAY 6 FOR 0.3 KM (0.2 MI) TO THE
 LX2885'ENTRANCE TO THE WINDHAM AIRPORT ON THE LEFT. TURN LEFT AND GO
 LX2885'NORTHWEST ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO THE AIRPORT OFFICE ON
 LX2885'LEFT. CONTINUE 0.2 KM (0.1 MI) AROUND THE OFFICE ON EAST SIDE TO A
 LX2885'HANGAR AND GATE JUST BEYOND. PASS THROUGH GATE AND GO NORTHERLY FOR
 LX2885'0.1 KM (0.05 MI) TO THE STATION ON LEFT, ON THE SOUTH SIDE OF RUNWAYS
 LX2885'24 AND 27.  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX2885'DIAMETER PROJECTING 3 CM ABOVE GROUND.  LOCATED 41.15 METERS (135 FT)
 LX2885'SOUTH-SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY, 12.7 METERS
 LX2885'(41.8 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND 5.5 METERS
 LX2885'(18 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A TRACK ROAD.
 LX2885
 LX2885                          STATION RECOVERY (1992)
 LX2885
 LX2885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (GFS)
 LX2885'THE STATION IS LOCATED AT THE WINDHAM AIRPORT NORTHEAST OF THE AIRPORT
 LX2885'OFFICE.  IT IS 74.4 FT (22.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LX2885'HANGAR, 65.5 FT (20.0 M) NORTHWEST OF THE CENTER OF A ROUND STEEL
 LX2885'DRAIN, 45.5 FT (13.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A BLACKTOP
 LX2885'ROAD, 6.5 FT (2.0 M) NORTHWEST OF THE NORTHWEST EDGE OF A PARKING LOT,
 LX2885'6.0 FT (1.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A TAXIWAY AND
 LX2885'ABOUT ON LINE WITH THE NORTHEAST EDGE OF THE TAXIWAY.  THE STATION IS
 LX2885'A STANDARD NGS TRIANGULATION DISK STAMPED WINDHAM ARP 1975 SET IN THE
 LX2885'TOP OF A CONCRETE POST WHICH IS 0.4-FOOT BELOW THE SURFACE.
 LX2885
 LX2885                          STATION RECOVERY (1999)
 LX2885
 LX2885'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX2885'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 LX2885'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2887 ***********************************************************************
 LX2887  DESIGNATION -  WINDHAM ARP AZ MK
 LX2887  PID         -  LX2887
 LX2887  STATE/COUNTY-  CT/WINDHAM
 LX2887  USGS QUAD   -  WILLIMANTIC (1984)
 LX2887
 LX2887                         *CURRENT SURVEY CONTROL
 LX2887  ___________________________________________________________________
 LX2887* NAD 83(1996)-  41 44 34.03840(N)    072 10 47.26772(W)     ADJUSTED  
 LX2887* NAVD 88     -        77.931  (meters)     255.68   (feet)  ADJUSTED  
 LX2887  ___________________________________________________________________
 LX2887  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 LX2887  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX2887  DYNAMIC HT  -          77.904 (meters)     255.59  (feet)  COMP
 LX2887  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2887
 LX2887  HORZ ORDER  -  SECOND
 LX2887  VERT ORDER  -  SECOND    CLASS II
 LX2887
 LX2887.This mark is at Windham Airport (IJD)
 LX2887
 LX2887.The horizontal coordinates were established by classical geodetic methods
 LX2887.and adjusted by the National Geodetic Survey in August 1998..
 LX2887.No horizontal observational check was made to the station.
 LX2887
 LX2887.The orthometric height was determined by differential leveling
 LX2887.and adjusted by the National Geodetic Survey in June 1991..
 LX2887
 LX2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2887
 LX2887.The geoid height was determined by GEOID03.
 LX2887
 LX2887.The dynamic height is computed by dividing the NAVD 88
 LX2887.geopotential number by the normal gravity value computed on the
 LX2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2887.degrees latitude (g = 980.6199 gals.).
 LX2887
 LX2887.The modeled gravity was interpolated from observed gravity values.
 LX2887
 LX2887;                    North         East     Units Scale Factor Converg.
 LX2887;SPC CT       -   253,560.683   352,231.336   MT  0.99998979   +0 22 41.1
 LX2887;SPC CT       -   831,890.34  1,155,612.31   sFT  0.99998979   +0 22 41.1
 LX2887;UTM  18      - 4,625,063.239   734,511.657   MT  1.00027681   +1 52 42.6
 LX2887
 LX2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2887!SPC CT       -   0.99999246  x   0.99998979  =   0.99998225
 LX2887!UTM  18      -   0.99999246  x   1.00027681  =   1.00026927
 LX2887
 LX2887                          SUPERSEDED SURVEY CONTROL
 LX2887
 LX2887  NAD 83(1996)-  41 44 34.03783(N)    072 10 47.26732(W) AD(       ) 2
 LX2887  NAD 83(1992)-  41 44 34.03779(N)    072 10 47.26733(W) AD(       ) 2
 LX2887  NAD 83(1992)-  41 44 34.03856(N)    072 10 47.26829(W) AD(       ) 2
 LX2887  NAD 83(1986)-  41 44 34.03863(N)    072 10 47.26840(W) AD(       ) 2
 LX2887  NAD 27      -  41 44 33.68418(N)    072 10 48.98846(W) AD(       ) 2
 LX2887  NGVD 29 (02/23/89)   78.18   (m)          256.5    (f) LEVELING    3  
 LX2887
 LX2887.Superseded values are not recommended for survey control.
 LX2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2887.See file dsdata.txt to determine how the superseded data were derived.
 LX2887
 LX2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3451225063(NAD 83)
 LX2887_MARKER: DD = SURVEY DISK
 LX2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2887_SP_SET: CONCRETE POST
 LX2887_MARK LOGO: CTDT  
 LX2887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LX2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2887+STABILITY: SURFACE MOTION
 LX2887
 LX2887  HISTORY     - Date     Condition        Report By
 LX2887  HISTORY     - 1975     MONUMENTED       CTDT
 LX2887  HISTORY     - 1985     GOOD             NGS
 LX2887  HISTORY     - 19920501 GOOD             NGS
 LX2887
 LX2887                          STATION DESCRIPTION
 LX2887
 LX2887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX2887'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI)
 LX2887'NORTHEAST OF WILLIMANTIC, 2.8 KM (1.75 MI) SOUTHEAST OF MANSFIELD
 LX2887'CENTER, 2.4 KM (1.5 MI) WEST OF NORTH WINDHAM AND ON THE WINDHAM
 LX2887'AIRPORT.
 LX2887'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LX2887'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348.  CONTACT
 LX2887'ABOVE BEFORE ENTERING AIRPORT.
 LX2887'
 LX2887'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX2887'U.S. HIGHWAY 6 IN THE NORTHEAST EDGE OF WILLIMANTIC, GO NORTHERLY
 LX2887'ON HIGHWAY 6 FOR 0.3 KM (0.2 MI) TO THE ENTRANCE TO THE WINDHAM
 LX2887'AIRPORT ON THE LEFT. TURN LEFT AND GO NORTHWEST ON AIRPORT ROAD FOR
 LX2887'0.2 KM (0.1 MI) TO THE AIRPORT OFFICE ON LEFT. CONTINUE 0.2 KM (0.1
 LX2887'MI) AROUND THE OFFICE ON EAST SIDE TO A HANGAR AND GATE JUST
 LX2887'BEYOND. PASS THROUGH GATE AND GO NORTHERLY FOR 0.1 KM (0.05 MI) TO
 LX2887'STATION WINDHAM ARP 1975 ON THE LEFT, GO NORTHEAST ON THE TRACK
 LX2887'ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON RIGHT ON A ROCK LEDGE
 LX2887'ABOVE THE TRACK ROAD.
 LX2887'
 LX2887'THE STATION IS A STANDARD CTDT DISK
 LX2887'THAT IS ---UNSTAMPED---,
 LX2887'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 LX2887'12 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 LX2887'13.7 METERS (45 FT) WEST FROM THE HIGH POINT OF A BOULDER AND
 LX2887'4.3 METERS (14 FT) EAST FROM A LARGE BOULDER.
 LX2887'
 LX2887'AN EDM TIE WAS MADE TO STATION WINDHAM ARP 1975.
 LX2887'
 LX2887'DESCRIBED BY J. N. LEONHARDT.
 LX2887
 LX2887                          STATION RECOVERY (1992)
 LX2887
 LX2887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (GFS)
 LX2887'THE STATION IS LOCATED AT THE WINDHAM AIRPORT NORTHEAST OF THE AIRPORT
 LX2887'OFFICE.  IT IS ABOUT 600 FT (182.9 M) SOUTHWEST OF AN ANGLE IN A FENCE
 LX2887'LINE, 0.9 FT (27.4 CM) SOUTHEAST OF THE 6-FOOT CHAIN LINK FENCE AND
 LX2887'ATOP A SMALL KNOLL.  THE STATION IS A CONNECTICUT DEPARTMENT OF
 LX2887'TRANSPORTATION DISK THAT IS UNSTAMPED AND SET IN THE TOP OF A 6-INCH
 LX2887'SQUARE CONCRETE POST WHICH IS 0.2 FT (6.1 CM) ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2884 ***********************************************************************
 LX2884  DESIGNATION -  WINDHAM ARP RM 1
 LX2884  PID         -  LX2884
 LX2884  STATE/COUNTY-  CT/WINDHAM
 LX2884  USGS QUAD   -  WILLIMANTIC (1984)
 LX2884
 LX2884                         *CURRENT SURVEY CONTROL
 LX2884  ___________________________________________________________________
 LX2884* NAD 83(1996)-  41 44 30.92468(N)    072 10 52.74466(W)     ADJUSTED  
 LX2884* NAVD 88     -        73.194  (meters)     240.14   (feet)  ADJUSTED  
 LX2884  ___________________________________________________________________
 LX2884  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 LX2884  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX2884  DYNAMIC HT  -          73.169 (meters)     240.06  (feet)  COMP
 LX2884  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2884
 LX2884  HORZ ORDER  -  SECOND
 LX2884  VERT ORDER  -  SECOND    CLASS II
 LX2884
 LX2884.This mark is at Windham Airport (IJD)
 LX2884
 LX2884.The horizontal coordinates were established by classical geodetic methods
 LX2884.and adjusted by the National Geodetic Survey in August 1998..
 LX2884
 LX2884.The orthometric height was determined by differential leveling
 LX2884.and adjusted by the National Geodetic Survey in June 1991..
 LX2884
 LX2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2884
 LX2884.The geoid height was determined by GEOID03.
 LX2884
 LX2884.The dynamic height is computed by dividing the NAVD 88
 LX2884.geopotential number by the normal gravity value computed on the
 LX2884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2884.degrees latitude (g = 980.6199 gals.).
 LX2884
 LX2884.The modeled gravity was interpolated from observed gravity values.
 LX2884
 LX2884;                    North         East     Units Scale Factor Converg.
 LX2884;SPC CT       -   253,463.787   352,105.419   MT  0.99998973   +0 22 37.5
 LX2884;SPC CT       -   831,572.44  1,155,199.20   sFT  0.99998973   +0 22 37.5
 LX2884;UTM  18      - 4,624,963.051   734,388.285   MT  1.00027610   +1 52 38.9
 LX2884
 LX2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2884!SPC CT       -   0.99999321  x   0.99998973  =   0.99998294
 LX2884!UTM  18      -   0.99999321  x   1.00027610  =   1.00026930
 LX2884
 LX2884|---------------------------------------------------------------------|
 LX2884| PID    Reference Object                     Distance      Geod. Az  |
 LX2884|                                                           dddmmss.s |
 LX2884| LX2885 WINDHAM ARP                           7.526 METERS 06447     |
 LX2884| LX4829 VILLAGE                             APPROX. 7.1 KM 2034738.3 |
 LX2884|---------------------------------------------------------------------|
 LX2884
 LX2884                          SUPERSEDED SURVEY CONTROL
 LX2884
 LX2884  NAD 83(1996)-  41 44 30.92411(N)    072 10 52.74426(W) AD(       ) 2
 LX2884  NAD 83(1992)-  41 44 30.92407(N)    072 10 52.74427(W) AD(       ) 2
 LX2884  NAD 83(1992)-  41 44 30.92484(N)    072 10 52.74525(W) AD(       ) 2
 LX2884  NAD 83(1986)-  41 44 30.92487(N)    072 10 52.74535(W) AD(       ) 2
 LX2884  NAD 27      -  41 44 30.57038(N)    072 10 54.46521(W) AD(       ) 2
 LX2884  NGVD 29 (02/23/89)   73.45   (m)          241.0    (f) LEVELING    3  
 LX2884
 LX2884.Superseded values are not recommended for survey control.
 LX2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2884.See file dsdata.txt to determine how the superseded data were derived.
 LX2884
 LX2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3438824963(NAD 83)
 LX2884_MARKER: DR = REFERENCE MARK DISK
 LX2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2884_SP_SET: CONCRETE POST
 LX2884_STAMPING: WINDHAM ARP NO 1 1975
 LX2884_MARK LOGO: NGS   
 LX2884_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2884+STABILITY: SURFACE MOTION
 LX2884
 LX2884  HISTORY     - Date     Condition        Report By
 LX2884  HISTORY     - 1975     MONUMENTED       NGS
 LX2884  HISTORY     - 1985     GOOD             NGS
 LX2884  HISTORY     - 1985     GOOD             NGS
 LX2884
 LX2884                          STATION DESCRIPTION
 LX2884
 LX2884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 LX2884'THE STATION IS ABOUT 2-3/4 MILES NORTHEAST OF WILLIMANTIC, 1-3/4
 LX2884'MILES SOUTHEAST OF MANSFIELD CENTER, 1-1/2 MILES WEST OF NORTH
 LX2884'WINDHAM AND ON THE WINDHAM AIRPORT.
 LX2884'
 LX2884'TO REACH THE STATION FROM THE JUNCTIONS OF INTERSTATE HIGHWAY
 LX2884'84 AND U.S. HIGHWAY 6 IN THE NORTHEAST EDGE OF WILLIMANTIC,
 LX2884'GO NORTHERLY ON HIGHWAY 6 FOR 0.2 MILE TO THE ENTRANCE TO THE
 LX2884'WINDHAM AIRPORT ON THE LEFT.  TURN LEFT AND GO NORTHWEST ON
 LX2884'AIRPORT ROAD FOR 0.1 MILE TO THE AIRPORT AND THE STATION
 LX2884'JUST SOUTHEAST OF RUNWAY 6-24 AND SOUTH-SOUTHWEST OF THE
 LX2884'INTERSECTIONS OF RUNWAYS 6-24 AND 9-27.
 LX2884'
 LX2884'REFERENCE MARK 1, STAMPED WINDHAM ARP NO 1 1975, IS A
 LX2884'STANDARD DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 LX2884'GROUND SURFACE.  IT IS 127 FEET SOUTHEAST OF THE SOUTHEAST
 LX2884'EDGE OF RUNWAY 6-24, 118 FEET NORTHWEST OF THE WIRE FENCE,
 LX2884'69.5 FEET WEST OF A METAL WITNESS POST AND 27 FEET NORTHWEST
 LX2884'OF THE CENTER OF THE TRACK ROAD.
 LX2884
 LX2884                          STATION RECOVERY (1985)
 LX2884
 LX2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (VDN)
 LX2884'THE STATION WAS RECOVERED AT THIS DATE.
 LX2884'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LX2884'
 LX2884'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI)
 LX2884'NORTHEAST OF OF WILLIMANTIC, 2.8 KM (1.75 MI) SOUTHEAST OF MANSFIELD
 LX2884'CENTER, 2.4 KM (1.5 MI) WEST OF NORTH WINDHAM AND ON THE WINDHAM
 LX2884'AIRPORT.
 LX2884'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM
 LX2884'AIRPORT, NORTH WINDHAM CT 06256, PHONE 203-423-9348. CONTACT
 LX2884'ABOVE BEFORE ENTERING AIRPORT.
 LX2884'
 LX2884'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 84 AND
 LX2884'U.S. HIGHWAY 6 IN THE NORTHEAST EDGE OF WILLIMANTIC, GO NORTHERLY
 LX2884'ON HIGHWAY 6 FOR 0.3 KM (0.2 MI) TO THE ENTRANCE TO THE WINDHAM
 LX2884'AIRPORT ON THE LEFT. TURN LEFT AND GO NORTHWEST ON AIRPORT ROAD FOR
 LX2884'0.2 KM (0.1 MI) TO THE AIRPORT OFFICE ON LEFT. CONTINUE 0.2 KM (0.1
 LX2884'MI) AROUND THE OFFICE ON EAST SIDE TO A HANGAR AND GATE JUST BEYOND.
 LX2884'PASS THROUGH GATE AND GO NORTHERLY FOR 0.1 KM (0.05 MI) TO THE
 LX2884'STATION ON LEFT, ON THE SOUTH SIDE OF RUNWAYS 24 AND 27.
 LX2884'
 LX2884'THE STATION IS A STANDARD NGS DISK
 LX2884'STAMPED---WINDHAM ARP NO 1 1975---,
 LX2884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LX2884'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LX2884'38.4 METERS (126 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST EDGE OF
 LX2884'RUNWAY,
 LX2884'18.2 METERS (59.6 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND
 LX2884'8.5 METERS (28 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A TRACK
 LX2884'ROAD.
 LX2884'
 LX2884'NO LIGHT SHOWN FROM THIS STATION.
 LX2884'
 LX2884'DESCRIBED BY J. N. LEONHARDT.
 LX2884
 LX2884                          STATION RECOVERY (1985)
 LX2884
 LX2884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2884'2.4 KM (1.5 MI) WEST FROM NORTH WINDHAM.
 LX2884'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTHEAST OF OF
 LX2884'WILLIMANTIC, 2.8 KM (1.75 MI) SOUTHEAST OF MANSFIELD CENTER, 2.4 KM
 LX2884'(1.5 MI) WEST OF NORTH WINDHAM AND ON THE WINDHAM AIRPORT.
 LX2884'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM AIRPORT,
 LX2884'NORTH WINDHAM CT 06256, PHONE 203-423-9348. NOTE--CONTACT ABOVE BEFORE
 LX2884'ENTERING AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF
 LX2884'INTERSTATE HIGHWAY 84 AND U.S. HIGHWAY 6 IN THE NORTHEAST EDGE OF
 LX2884'WILLIMANTIC, GO NORTHERLY ON HIGHWAY 6 FOR 0.3 KM (0.2 MI) TO THE
 LX2884'ENTRANCE TO THE WINDHAM AIRPORT ON THE LEFT. TURN LEFT AND GO
 LX2884'NORTHWEST ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO THE AIRPORT OFFICE ON
 LX2884'LEFT. CONTINUE 0.2 KM (0.1 MI) AROUND THE OFFICE ON EAST SIDE TO A
 LX2884'HANGAR AND GATE JUST BEYOND.  PASS THROUGH GATE AND GO NORTHERLY FOR
 LX2884'0.1 KM (0.05 MI) TO THE STATION ON LEFT, ON THE SOUTH SIDE OF RUNWAYS
 LX2884'24 AND 27.  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN
 LX2884'DIAMETER FLUSH WITH GROUND.  LOCATED 38.4 METERS (126 FT)
 LX2884'SOUTH-SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY, 18.2 METERS
 LX2884'(59.6 FT) WEST-NORTHWEST FROM A METAL WITNESS POST AND 8.5 METERS
 LX2884'(28 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2886 ***********************************************************************
 LX2886  DESIGNATION -  WINDHAM ARP RM 2
 LX2886  PID         -  LX2886
 LX2886  STATE/COUNTY-  CT/WINDHAM
 LX2886  USGS QUAD   -  WILLIMANTIC (1984)
 LX2886
 LX2886                         *CURRENT SURVEY CONTROL
 LX2886  ___________________________________________________________________
 LX2886* NAD 83(1986)-  41 44 31.     (N)    072 10 52.     (W)     SCALED    
 LX2886* NAVD 88     -        75.679  (meters)     248.29   (feet)  ADJUSTED  
 LX2886  ___________________________________________________________________
 LX2886  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX2886  DYNAMIC HT  -          75.653 (meters)     248.20  (feet)  COMP
 LX2886  MODELED GRAV-     980,279.5   (mgal)                       NAVD 88
 LX2886
 LX2886  VERT ORDER  -  SECOND    CLASS II
 LX2886
 LX2886.This mark is at Windham Airport (IJD)
 LX2886
 LX2886.The horizontal coordinates were scaled from a topographic map and have
 LX2886.an estimated accuracy of +/- 6 seconds.
 LX2886
 LX2886.The orthometric height was determined by differential leveling
 LX2886.and adjusted by the National Geodetic Survey in June 1991..
 LX2886
 LX2886.The geoid height was determined by GEOID03.
 LX2886
 LX2886.The dynamic height is computed by dividing the NAVD 88
 LX2886.geopotential number by the normal gravity value computed on the
 LX2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2886.degrees latitude (g = 980.6199 gals.).
 LX2886
 LX2886.The modeled gravity was interpolated from observed gravity values.
 LX2886
 LX2886;                    North         East    Units  Estimated Accuracy
 LX2886;SPC CT       -   253,470.      352,120.      MT  (+/- 180 meters Scaled)
 LX2886
 LX2886                          SUPERSEDED SURVEY CONTROL
 LX2886
 LX2886.No superseded survey control is available for this station.
 LX2886
 LX2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM344249(NAD 83)
 LX2886_MARKER: DD = SURVEY DISK
 LX2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2886_SP_SET: CONCRETE POST
 LX2886_MARK LOGO: CTDT  
 LX2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2886+STABILITY: SURFACE MOTION
 LX2886
 LX2886  HISTORY     - Date     Condition        Report By
 LX2886  HISTORY     - UNK      MONUMENTED       CTDT
 LX2886  HISTORY     - 1985     GOOD             NGS
 LX2886
 LX2886                          STATION DESCRIPTION
 LX2886
 LX2886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2886'2.4 KM (1.5 MI) WEST FROM NORTH WINDHAM.
 LX2886'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) NORTHEAST OF
 LX2886'WILLIMANTIC, 2.8 KM (1.75 MI) SOUTHEAST OF MANSFIELD CENTER, 2.4 KM
 LX2886'(1.5 MI) WEST OF NORTH WINDHAM AND ON THE WINDHAM AIRPORT.
 LX2886'OWNERSHIP--STATE OF CONNECTICUT, MR GEORGE DESMARAIS, WINDHAM AIRPORT,
 LX2886'NORTH WINDHAM CT 06256, PHONE 203-423-9348. NOTE--CONTACT ABOVE BEFORE
 LX2886'ENTERING AIRPORT.  TO REACH THE STATION FROM THE JUNCTION OF
 LX2886'INTERSTATE HIGHWAY 84 AND U.S. HIGHWAY 6 IN THE NORTHEAST EDGE OF
 LX2886'WILLIMANTIC, GO NORTHERLY ON HIGHWAY 6 FOR 0.3 KM (0.2 MI) TO THE
 LX2886'ENTRANCE TO THE WINDHAM AIRPORT ON THE LEFT. TURN LEFT AND GO
 LX2886'NORTHWEST ON AIRPORT ROAD FOR 0.2 KM (0.1 MI) TO THE AIRPORT OFFICE ON
 LX2886'LEFT. CONTINUE 0.2 KM (0.1 MI) AROUND THE OFFICE ON EAST SIDE TO A
 LX2886'HANGAR AND GATE JUST BEYOND. PASS THROUGH GATE AND GO NORTHERLY FOR
 LX2886'0.1 KM (0.05 MI) TO THE STATION, ON THE SOUTH SIDE OF RUNWAYS 24 AND
 LX2886'27.  SET INTO THE TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 LX2886'INCHES ABOVE THE GROUND SURFACE.  THERE IS NO STAMPING ON THE DISK.
 LX2886'IT IS 72 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 22 FEET
 LX2886'NORTHWEST OF THE WIRE FENCE, AND 3.5 FEET NORTHWEST OF A METAL WITNESS
 LX2886'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3767 ***********************************************************************
 LX3767  DESIGNATION -  WINDMILL
 LX3767  PID         -  LX3767
 LX3767  STATE/COUNTY-  CT/FAIRFIELD
 LX3767  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3767
 LX3767                         *CURRENT SURVEY CONTROL
 LX3767  ___________________________________________________________________
 LX3767* NAD 83(1996)-  41 07 08.47367(N)    073 18 38.81205(W)     ADJUSTED  
 LX3767* NAVD 88     -                                                        
 LX3767  ___________________________________________________________________
 LX3767  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 LX3767  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3767
 LX3767  HORZ ORDER  -  THIRD
 LX3767
 LX3767.The horizontal coordinates were established by classical geodetic methods
 LX3767.and adjusted by the National Geodetic Survey in August 1998..
 LX3767
 LX3767
 LX3767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3767
 LX3767.The geoid height was determined by GEOID03.
 LX3767
 LX3767;                    North         East     Units Scale Factor Converg.
 LX3767;SPC CT       -   184,280.656   257,704.060   MT  1.00000917   -0 22 18.6
 LX3767;SPC CT       -   604,594.12    845,484.07   sFT  1.00000917   -0 22 18.6
 LX3767;SPC NY L     -   105,985.118   357,882.864   MT  1.00000589   +0 27 02.9
 LX3767;SPC NY L     -   347,719.51  1,174,154.03   sFT  1.00000589   +0 27 02.9
 LX3767;UTM  18      - 4,553,344.575   641,812.846   MT  0.99984752   +1 06 39.8
 LX3767
 LX3767                          SUPERSEDED SURVEY CONTROL
 LX3767
 LX3767  NAD 83(1992)-  41 07 08.47314(N)    073 18 38.81103(W) AD(       ) 4
 LX3767  NAD 83(1986)-  41 07 08.47603(N)    073 18 38.81335(W) AD(       ) 4
 LX3767  NAD 27      -  41 07 08.12000(N)    073 18 40.39000(W) AD(       ) 3
 LX3767
 LX3767.Superseded values are not recommended for survey control.
 LX3767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3767.See file dsdata.txt to determine how the superseded data were derived.
 LX3767
 LX3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4181353345(NAD 83)
 LX3767
 LX3767  HISTORY     - Date     Condition        Report By
 LX3767  HISTORY     - 1933     MONUMENTED       CGS
 LX3767  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3767
 LX3767                          STATION DESCRIPTION
 LX3767
 LX3767'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3767'AN OCTAGONAL WINDMILL ON THE PROPERTY KNOWN AS THE BEDFORD
 LX3767'GARDENS ESTATE IN THE GREENS FARMS SECTION OF WESTPORT.
 LX3767'
 LX3767'IT IS BUILT OF CONCRETE STUCCO WITH WHITE TRIM.  THE TOWER
 LX3767'IN THE UPPER HALF IS MUCH LARGER IN CIRCUMFERENCE THAN THE
 LX3767'BASE.  THE WHEEL IS 15 FEET IN DIAMETER AND THE ROOF IS RED
 LX3767'TILE.  THERE ARE 4 WINDOWS ON OPPOSITE SIDES OF THE
 LX3767'OCTAGON.  STATION IS THE VERTICAL SHAFT OF THE WINDMILL ABOUT
 LX3767'75 FEET ABOVE THE GROUND.
 LX3767
 LX3767                          STATION RECOVERY (1959)
 LX3767
 LX3767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3767'RECOVERED AS DESCRIBED.  IN EXCELLENT CONDITION.  EVIDENTLY VERY
 LX3767'WELL MAINTAINED, AND WELL KEPT UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3773 ***********************************************************************
 LX3773  DESIGNATION -  WINDMILL TANK
 LX3773  PID         -  LX3773
 LX3773  STATE/COUNTY-  CT/FAIRFIELD
 LX3773  USGS QUAD   -  SHERWOOD POINT (1971)
 LX3773
 LX3773                         *CURRENT SURVEY CONTROL
 LX3773  ___________________________________________________________________
 LX3773* NAD 83(1996)-  41 07 27.87267(N)    073 19 23.10270(W)     ADJUSTED  
 LX3773* NAVD 88     -                                                        
 LX3773  ___________________________________________________________________
 LX3773  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 LX3773  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX3773
 LX3773  HORZ ORDER  -  THIRD
 LX3773
 LX3773.The horizontal coordinates were established by classical geodetic methods
 LX3773.and adjusted by the National Geodetic Survey in August 1998..
 LX3773
 LX3773
 LX3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3773
 LX3773.The geoid height was determined by GEOID03.
 LX3773
 LX3773;                    North         East     Units Scale Factor Converg.
 LX3773;SPC CT       -   184,885.866   256,674.794   MT  1.00000850   -0 22 48.0
 LX3773;SPC CT       -   606,579.71    842,107.22   sFT  1.00000850   -0 22 48.0
 LX3773;UTM  18      - 4,553,922.851   640,768.432   MT  0.99984388   +1 06 11.1
 LX3773
 LX3773                          SUPERSEDED SURVEY CONTROL
 LX3773
 LX3773  NAD 83(1992)-  41 07 27.87219(N)    073 19 23.10146(W) AD(       ) 4
 LX3773  NAD 83(1986)-  41 07 27.87398(N)    073 19 23.10624(W) AD(       ) 4
 LX3773  NAD 27      -  41 07 27.53300(N)    073 19 24.67700(W) AD(       ) 3
 LX3773
 LX3773.Superseded values are not recommended for survey control.
 LX3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3773.See file dsdata.txt to determine how the superseded data were derived.
 LX3773
 LX3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL4076853923(NAD 83)
 LX3773
 LX3773  HISTORY     - Date     Condition        Report By
 LX3773  HISTORY     - 1932     MONUMENTED       CGS
 LX3773  HISTORY     - 1934     SEE DESCRIPTION  CGS
 LX3773  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LX3773
 LX3773                          STATION DESCRIPTION
 LX3773
 LX3773'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (SBG)
 LX3773'LOCATED ABOUT MIDWAY BETWEEN SAUGATUCK AND SOUTHPORT AND ABOUT 1
 LX3773'MILE INLAND FROM THE COAST ON A PROMINENT HILL.  THE WINDMILL IS
 LX3773'ON THE GROUNDS OF D.S. STARRING.  IT IS AN OCTAGONAL TRUNCATED
 LX3773'TOWER ABOUT 50 FEET HIGH WITH A WINDMILL ON TOP.  THE TOWER IS
 LX3773'BROWN AND IS ENTIRELY COVERED WITH SHINGLES.  THE STEEL RODS
 LX3773'WHICH SUPPORT THE WINDMILL WHEEL MARK THE STATION.
 LX3773
 LX3773                          STATION RECOVERY (1934)
 LX3773
 LX3773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX3773'RECOVERED AS DESCRIBED, EXCEPT THAT THE WINDMILL WHEEL HAS BEEN
 LX3773'REMOVED.  THIS TYPE OF STRUCTURE IS CALLED WATER TOWER, ACCORDING
 LX3773'TO INSTRUCTIONS FOR LANDMARKS.
 LX3773
 LX3773                          STATION RECOVERY (1959)
 LX3773
 LX3773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (CHO)
 LX3773'RECOVERED AS DESCRIBED.  MATTISON REPORTED NO WHEEL IN 1934.  THERE
 LX3773'IS STILL NO WHEEL.  TOWER IS BROWN AND COVERED WITH SHINGLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6720 ***********************************************************************
 LX6720  DESIGNATION -  WINDSOR LOCKS ELM ST TK
 LX6720  PID         -  LX6720
 LX6720  STATE/COUNTY-  CT/HARTFORD
 LX6720  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6720
 LX6720                         *CURRENT SURVEY CONTROL
 LX6720  ___________________________________________________________________
 LX6720* NAD 83(1996)-  41 55 36.45284(N)    072 38 52.95200(W)     ADJUSTED  
 LX6720* NAVD 88     -                                                        
 LX6720  ___________________________________________________________________
 LX6720  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LX6720  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX6720
 LX6720  HORZ ORDER  -  THIRD
 LX6720
 LX6720.The horizontal coordinates were established by classical geodetic methods
 LX6720.and adjusted by the National Geodetic Survey in August 1998..
 LX6720
 LX6720
 LX6720.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6720
 LX6720.The geoid height was determined by GEOID03.
 LX6720
 LX6720;                    North         East     Units Scale Factor Converg.
 LX6720;SPC CT       -   273,846.467   313,257.619   MT  1.00000664   +0 04 03.4
 LX6720;SPC CT       -   898,444.62  1,027,746.04   sFT  1.00000664   +0 04 03.4
 LX6720;UTM  18      - 4,644,323.367   695,012.612   MT  1.00006798   +1 34 19.3
 LX6720
 LX6720                          SUPERSEDED SURVEY CONTROL
 LX6720
 LX6720  NAD 83(1996)-  41 55 36.45269(N)    072 38 52.95202(W) AD(       ) 4
 LX6720  NAD 83(1992)-  41 55 36.45316(N)    072 38 52.95254(W) AD(       ) 4
 LX6720  NAD 83(1992)-  41 55 36.45361(N)    072 38 52.95308(W) AD(       ) 4
 LX6720  NAD 83(1986)-  41 55 36.45445(N)    072 38 52.95349(W) AD(       ) 4
 LX6720  NAD 27      -  41 55 36.10135(N)    072 38 54.63119(W) AD(       ) 3
 LX6720
 LX6720.Superseded values are not recommended for survey control.
 LX6720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6720.See file dsdata.txt to determine how the superseded data were derived.
 LX6720
 LX6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9501344323(NAD 83)
 LX6720_MARKER: 53 = ELEVATED TANK
 LX6720_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6720
 LX6720  HISTORY     - Date     Condition        Report By
 LX6720  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6720
 LX6720                          STATION DESCRIPTION
 LX6720
 LX6720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6720'THE STATION, IS THE APEX OF THE VENT OF THE WINDSOR LOCKS ELM
 LX6720'STREET.  IT IS AN ELEVATED TANK WITH A DOME SHAPED TOP AND A
 LX6720'HEMISPHERICAL BOTTOM.  IT IS SUPPORTED BY EIGHT TUBULAR STEEL
 LX6720'LEGS, PAINTED LIGHT BLUE AND IS APPROXIMATELY 115 FEET IN HEIGHT.
 LX6720'
 LX6720'THE STATION IS LOCATED AT THE JUNCTION OF ELM STREET, STATE
 LX6720'*HIGHWAY 140), AND SOUTH ELM STREET IN WINDSOR LOCKS AND ON
 LX6720'PROPERTY OWNED BY THE CONNECTICUT WATER COMPANY.
 LX6720'
 LX6720'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6717 ***********************************************************************
 LX6717  DESIGNATION -  WINDSOR LOCKS MILDRED ST TK
 LX6717  PID         -  LX6717
 LX6717  STATE/COUNTY-  CT/HARTFORD
 LX6717  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6717
 LX6717                         *CURRENT SURVEY CONTROL
 LX6717  ___________________________________________________________________
 LX6717* NAD 83(1996)-  41 56 38.09741(N)    072 38 08.29721(W)     ADJUSTED  
 LX6717* NAVD 88     -                                                        
 LX6717  ___________________________________________________________________
 LX6717  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX6717  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 LX6717
 LX6717  HORZ ORDER  -  THIRD
 LX6717
 LX6717.The horizontal coordinates were established by classical geodetic methods
 LX6717.and adjusted by the National Geodetic Survey in August 1998..
 LX6717
 LX6717
 LX6717.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6717
 LX6717.The geoid height was determined by GEOID03.
 LX6717
 LX6717;                    North         East     Units Scale Factor Converg.
 LX6717;SPC CT       -   275,749.708   314,283.974   MT  1.00000874   +0 04 33.0
 LX6717;SPC CT       -   904,688.83  1,031,113.34   sFT  1.00000874   +0 04 33.0
 LX6717;UTM  18      - 4,646,253.025   695,988.697   MT  1.00007268   +1 34 51.1
 LX6717
 LX6717                          SUPERSEDED SURVEY CONTROL
 LX6717
 LX6717  NAD 83(1996)-  41 56 38.09726(N)    072 38 08.29725(W) AD(       ) 4
 LX6717  NAD 83(1992)-  41 56 38.09775(N)    072 38 08.29786(W) AD(       ) 4
 LX6717  NAD 83(1992)-  41 56 38.09819(N)    072 38 08.29824(W) AD(       ) 4
 LX6717  NAD 83(1986)-  41 56 38.09913(N)    072 38 08.29872(W) AD(       ) 4
 LX6717  NAD 27      -  41 56 37.74679(N)    072 38 09.97607(W) AD(       ) 3
 LX6717
 LX6717.Superseded values are not recommended for survey control.
 LX6717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6717.See file dsdata.txt to determine how the superseded data were derived.
 LX6717
 LX6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9598946253(NAD 83)
 LX6717_MARKER: 53 = ELEVATED TANK
 LX6717_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6717
 LX6717  HISTORY     - Date     Condition        Report By
 LX6717  HISTORY     - 1979     FIRST OBSERVED   NGS
 LX6717
 LX6717                          STATION DESCRIPTION
 LX6717
 LX6717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6717'THE STATION, IS THE APEX OF VENT AT THE TOP OF THE WINDSOR LOCKS
 LX6717'MILDRED STREET TANK.  IT IS AN ELEVATED TANK, WITH A DOME SHAPED
 LX6717'TOP AND A HEMISPHERICAL BOTTOM, SUPPORTED BY EIGHT TUBULAR STEEL
 LX6717'LEGS, PAINTED LIGHT GRAY IN COLOR AND IS APPROXIMATELY 145 FEET IN
 LX6717'HEIGHT.
 LX6717'
 LX6717'THE STATION IS LOCATED IN THE NORTH EDGE OF WINDSOR LOCKS ON
 LX6717'PROPERTY OWNED BY THE CONNECTICUT WATER COMPANY.
 LX6717'
 LX6717'TO REACH THE STATION FROM THE INTERSECTION OF NORTH STREET AND
 LX6717'SUFFIELD STREET IN WINDSOR LOCKS, GO NORTH ON SUFFIELD STREET FOR
 LX6717'0.5 MILE TO EDITH STREET ON THE RIGHT.  TURN RIGHT AND EASTERLY ON
 LX6717'PAVED STREET FOR 0.05 MILES TO A CHAIN LINK FENCE, GATE AND THE
 LX6717'STATION INSIDE THE FENCED IN AREA.
 LX6717'
 LX6717'DESCRIBED BY D.L. MCFARLAND, TYPED BY R.L. RAMSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6716 ***********************************************************************
 LX6716  DESIGNATION -  WINDSOR RESET
 LX6716  PID         -  LX6716
 LX6716  STATE/COUNTY-  CT/HARTFORD
 LX6716  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX6716
 LX6716                         *CURRENT SURVEY CONTROL
 LX6716  ___________________________________________________________________
 LX6716* NAD 83(1996)-  41 53 13.31008(N)    072 38 41.34976(W)     ADJUSTED  
 LX6716* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 LX6716  ___________________________________________________________________
 LX6716  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 LX6716  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 LX6716
 LX6716  HORZ ORDER  -  SECOND
 LX6716
 LX6716.The horizontal coordinates were established by classical geodetic methods
 LX6716.and adjusted by the National Geodetic Survey in August 1998..
 LX6716
 LX6716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6716
 LX6716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6716
 LX6716.The geoid height was determined by GEOID03.
 LX6716
 LX6716;                    North         East     Units Scale Factor Converg.
 LX6716;SPC CT       -   269,430.361   313,530.317   MT  1.00000213   +0 04 11.1
 LX6716;SPC CT       -   883,956.11  1,028,640.72   sFT  1.00000213   +0 04 11.1
 LX6716;SPC MA M     -   849,159.460   104,988.071   MT  0.99997945   -0 46 08.4
 LX6716;SPC MA M     - 2,785,950.66    344,448.36   sFT  0.99997945   -0 46 08.4
 LX6716;UTM  18      - 4,639,915.654   695,401.136   MT  1.00006985   +1 34 22.7
 LX6716
 LX6716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6716!SPC CT       -   0.99999823  x   1.00000213  =   1.00000036
 LX6716!SPC MA M     -   0.99999823  x   0.99997945  =   0.99997768
 LX6716!UTM  18      -   0.99999823  x   1.00006985  =   1.00006808
 LX6716
 LX6716|---------------------------------------------------------------------|
 LX6716| PID    Reference Object                     Distance      Geod. Az  |
 LX6716|                                                           dddmmss.s |
 LX6716| LX6719 HAYDEN                              374.898 METERS 07108     |
 LX6716| LX6718 HAYDEN TPT                          382.285 METERS 07109     |
 LX6716| CZ8114 WINDSOR AZ MK                                      0811350.6 |
 LX6716| CZ8115 WINDSOR RM 1                         13.899 METERS 19756     |
 LX6716| CZ8117 WINDSOR RM 3                         41.886 METERS 20744     |
 LX6716| CZ8119 WINDSOR RM 5                         46.821 METERS 21207     |
 LX6716| CZ8118 WINDSOR RM 4                         65.026 METERS 29807     |
 LX6716| CZ8116 WINDSOR RM 2                         64.938 METERS 29810     |
 LX6716|---------------------------------------------------------------------|
 LX6716
 LX6716                          SUPERSEDED SURVEY CONTROL
 LX6716
 LX6716  NAD 83(1996)-  41 53 13.30987(N)    072 38 41.34979(W) AD(       ) 2
 LX6716  NAD 83(1992)-  41 53 13.31030(N)    072 38 41.35019(W) AD(       ) 2
 LX6716  NAD 83(1992)-  41 53 13.31092(N)    072 38 41.35096(W) AD(       ) 2
 LX6716  NAD 83(1986)-  41 53 13.31160(N)    072 38 41.35126(W) AD(       ) 2
 LX6716  NAD 27      -  41 53 12.95400(N)    072 38 43.02800(W) AD(       ) 2
 LX6716  NGVD 29 (07/19/86)   40.7    (m)          134.     (f) VERT ANG       
 LX6716
 LX6716.Superseded values are not recommended for survey control.
 LX6716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6716.See file dsdata.txt to determine how the superseded data were derived.
 LX6716
 LX6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM9540139916(NAD 83)
 LX6716_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6716_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6716_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX6716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6716+STABILITY: SURFACE MOTION
 LX6716
 LX6716  HISTORY     - Date     Condition        Report By
 LX6716  HISTORY     - 1936     MONUMENTED       CTGS
 LX6716  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6716  HISTORY     - 1968     SEE DESCRIPTION  CGS
 LX6716  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX6716  HISTORY     - 1972     SEE DESCRIPTION  NGS
 LX6716  HISTORY     - 1979     GOOD             NGS
 LX6716
 LX6716                          STATION DESCRIPTION
 LX6716
 LX6716'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX6716'IN THE TOWNSHIP OF WINDSOR, BY AIRLINE ABOUT 2-1/2 MILES NORTH
 LX6716'OF THE CENTER OF TOWN AND ABOUT 1-1/3 MILES WEST OF THE CENTER
 LX6716'OF THE CONNECTICUT RIVER, AND ABOUT 8-1/2 MILES NORTHEAST OF
 LX6716'HARTFORD, ON THE PROPERTY OF OLIVER THRALL, CLOSE TO THE
 LX6716'BOUNDARY LINE BETWEEN THE THRALL AND EASTON PROPERTIES, 47 FEET
 LX6716'NORTHEAST OF TOBACCO BARN, 98 FEET EAST OF CENTER OF DIRT ROAD
 LX6716'RUNNING NORTH AND SOUTH, AND 23 FEET SOUTH OF DIRT ROAD RUNNING
 LX6716'EAST-WEST.  STATION MARK IS STAMPED WINDSOR 1936, AND IS SET
 LX6716'FLUSH WITH THE GROUND.
 LX6716'
 LX6716'TO REACH FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE
 LX6716'FARMINGTON RIVER ON U.S. HIGHWAY 5A IN WINDSOR, GO NORTH ON U.S.
 LX6716'HIGHWAY 5A FOR 2.35 MILES TO A MACADAM Y ROAD LEFT (PINK ST.)
 LX6716'AT A SMALL SIGN ON THE RIGHT HAYDEN CASINO.  BEAR LEFT, LEAVING
 LX6716'U.S. HIGHWAY 5A AND GO 1.5 MILES FOLLOWING THE MAIN MACADAM ROAD
 LX6716'TO A DIRT CROSS ROAD AT TOBACCO BARNS AND A LONE TREE ON THE
 LX6716'LEFT IN A TRIANGULAR PLOT.  TURN LEFT AT THE CROSS ROAD AND GO
 LX6716'0.75 MILE TO ANOTHER CROSS ROAD, LONE PINE TREE, AND STATION
 LX6716'ON LEFT.
 LX6716'
 LX6716'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LX6716'SET IN CONCRETE, NOTES 1A AND 11A.
 LX6716'
 LX6716'REFERENCE MARK NO. 1 IS 45.60 FEET SOUTHWEST OF STATION NEAR
 LX6716'CORNER OF TOBACCO BARN, AND IS STAMPED WINDSOR 1936 NO.
 LX6716'1.  REFERENCE MARK NO. 2 IS 213.05 FEET NORTHWEST OF STATION, IN
 LX6716'TRIANGULAR PLOT OF ROAD TO WEST, AND IS STAMPED WINDSOR 1936 NO.
 LX6716'2.
 LX6716'
 LX6716'AZIMUTH MARK IS ABOUT 1/4 MILE EAST OF THE STATION, AND IS
 LX6716'STAMPED WINDSOR-1936.
 LX6716'
 LX6716'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LX6716
 LX6716                          STATION RECOVERY (1961)
 LX6716
 LX6716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RCY)
 LX6716'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN APPARENT GOOD
 LX6716'CONDITION.  THE STATION AND AZIMUTH MARK COULD NOT BE FOUND.  A
 LX6716'CONCRETE MONUMENT WITH DISK REMOVED WAS FOUND AT THE STATION
 LX6716'SITE.  NO ATTEMPT WAS MADE TO DIG FOR AN UNDERGROUND MARK AS ONE
 LX6716'WAS NOT MENTIONED IN THE NOTES FOR THE ORIGINAL DESCRIPTION.  DUE
 LX6716'TO ROAD CHANGES A NEW TO REACH FOLLOWS.  TO REACH FROM THE
 LX6716'U.S. POSTOFFICE IN WINDSOR LOCKS, CONNECTICUT GO SOUTH ON
 LX6716'ALTERNATE U.S. HIGHWAY 5 FOR 1.4 MILES TO THE INTERSTATE
 LX6716'HIGHWAY 95.  GO WESTERLY ON 95 FOR 2.6 MILES TO KENNEDY ROAD,
 LX6716'GO SOUTHEAST ON KENNEDY ROAD FOR 0.6 MILE TO SIDE ROAD RIGHT
 LX6716'AND R.M. NO. 2, CONTINUE AHEAD FOR 200 FEET TO SIDE ROAD
 LX6716'LEFT AND R.M. NO. 1.
 LX6716
 LX6716                          STATION RECOVERY (1968)
 LX6716
 LX6716'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RFA)
 LX6716'STATION AND RM NO. 1 WERE NOT RECOVERED.  RM NO. 2 WAS RECOVERED
 LX6716'IN APPARENTLY GOOD CONDITION.
 LX6716'
 LX6716'THE RECOVERY NOTE BY R.C.Y. IN 1961 IS ADEQUATE WITH THE
 LX6716'FOLLOWING CHANGE.  RM NO. 2 IS AT THE SW CORNER OF THE INTERSECTION
 LX6716'OF THRALL AND KENNEDY ROAD, 1 FT. W OF THE STREET SIGN POST, AND
 LX6716'PROJECTS ABOUT 2 FT.  IN THE TO REACH CHANGE INTERSTATE 95 TO 91.
 LX6716
 LX6716                          STATION RECOVERY (1971)
 LX6716
 LX6716'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (AJK)
 LX6716'N EXCELLENT
 LX6716'
 LX6716'WINDSONR NO. 1 1936 NOT FOUND
 LX6716'
 LX6716'WINDSOR NO. 2 1936 FAIR (TOP IS ABOUT 2 FEET ABOVE GROUND).
 LX6716'
 LX6716'ORIGINAL SURFACE MARK DESTROYED.  IN FEB. 1952, A STANDARD STATE
 LX6716'SURVEY BRONZE DISK STAMPED N, SET IN THE TOP OF A REINFORCED
 LX6716'CONCRETE POST WAS PLACED IN THE SAME RELATIVE POSITION AS THE
 LX6716'ORIGINAL MARK.  THIS WAS ACCOMPLISHED BY USING ONLY RM 1 AND
 LX6716'RM 2.  NO ATTEMPT WAS MADE TO UTILIZE THE SUBSURFACE MARK
 LX6716'BECAUSE AT THE TIME, IT WAS NOT REALIZED THAT ONE EXISTED.
 LX6716'
 LX6716'PRESENT MARK IS 15 IN BELOW SURFACE.  16.8 FEET SOUTHEAST OF
 LX6716'BASSWOOD ROAD CENTER LINE.  94.4 FEET NORTHEAST OF KENNEDY ROAD
 LX6716'CENTER LINE.  34.1 FEET NORTHEAST OF RAILROAD SPIKE IN 40 IN
 LX6716'PINE.  61.0 FEET NORTHWEST OF NORTHWEST CORNER OF RAISED RANCH
 LX6716'HOUSE 840 AND 93.8 FEET NORTHWEST OF SOUTHWEST CORNER
 LX6716'OF SAME HOUSE.
 LX6716'
 LX6716'TO REACH FROM THE U.S. POST OFFICE LOCATED ON 10 MAIN STREET
 LX6716'IN WINDSOR LOCKS, GO SOUTH ON ROUTE 159 (MAIN STREET) FOR 1.4
 LX6716'MILES TO THE INTERSECTION OF ROUTE 91.  TAKE RIGHT AND GO
 LX6716'SOUTHWESTERLY ON ROUTE 91 FOR 2.6 MILES TO KENNEDY ROAD.  GO
 LX6716'SOUTHEAST ON KENNEDY ROAD FOR 0.6 MILES TO THRALL ROAD RIGHT
 LX6716'AND RM 2, CONTINUE AHEAD FOR 200 FEET TO BASSWOOD ROAD LEFT
 LX6716'AND STATION.
 LX6716
 LX6716                          STATION RECOVERY (1972)
 LX6716
 LX6716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 LX6716'RECOVERED A CONNECTICUT GEODETIC SURVEY DISK, STAMPED N, SET IN
 LX6716'THE TOP OF A 6-INCH-SQUARE CONCRETE POST, 16 INCHES BELOW
 LX6716'GROUND AT APPARENT STATION POINT.  RM NO. 1 HAS BEEN DESTROYED. RM
 LX6716'NO. 2 WAS FOUND PROJECTING 2 FEET, AND LEANING BADLY.  THE 4-FOOT
 LX6716'LONG CONCRETE STATION POST WAS REMOVED AND THE ORIGINAL
 LX6716'UNDERGROUND STATION MARK RECOVERED 5.6 FEET BELOW GROUND, AND
 LX6716'THE SURFACE MARK WAS FOUND TO HAVE BEEN OUT OF PLUMB ONLY 7
 LX6716'MILLIMETERS TO SOUTHWEST.  THE CONCRETE POST WAS THEN
 LX6716'RE-PLUMBED OVER THE UNDERGROUND MARK AND RE-ENFORCED WITH
 LX6716'CONCRETE, AND THE DISK STAMPED WITH CORRECT NAME.  TWO NEW
 LX6716'REFERENCE MARKS WERE ESTABLISHED.
 LX6716'
 LX6716'THE AZIMUTH MARK WAS SEARCHED FOR BY AZIMUTH AND DISTANCE
 LX6716'(DISTANCE OF 1151.57 FEET WAS SUPPLIED BY THE CONN. GEODETIC
 LX6716'SURVEY), BUT WAS NOT FOUND.  THE POINT FALLS ON MACADAM
 LX6716'DRIVEWAY OF THE HAYDEN FIRE STATION.  A COMPLETE DESCRIPTION
 LX6716'FOLLOWS--
 LX6716'
 LX6716'STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 LX6716'OF KENNEDY AND BASSWOOD ROADS, AT NORTH EDGE OF LAWN AT S.J.
 LX6716'KARASEKS HOME.
 LX6716'
 LX6716'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 91 AND 84 WEST
 LX6716'IN HARTFORD, GO NORTH ON U.S. HIGHWAY 91 FOR 8.9 MILES.  LEAVE
 LX6716'HIGHWAY 91 AT THE KENNEDY RD.  EXIT AND GO SOUTHERLY ON KENNEDY
 LX6716'RD. 0.3 MILE TO STATION.
 LX6716'
 LX6716'STATION MARK IS A CONN. GEODETIC SURVEY DISK STAMPED WINSOR 1936
 LX6716'1972, SET IN THE TOP OF A 6-INCH-SQUARE CONCRETE POST FLUSH
 LX6716'WITH GROUND.  IT IS 15 FEET SOUTH OF CENTER LINE OF BASSWOOD RD.,
 LX6716'92.0 FEET EAST OF CENTER LINE OF KENNEDY RD., 34.3 FEET EAST OF
 LX6716'A RAILROAD SPIKE IN EAST SIDE OF LARGE LONE PINE, 61 FEET
 LX6716'NORTH-NORTHWEST OF NORTHWEST CORNER OF HOUSE AND 40.5 FEET
 LX6716'NORTH OF FLAGPOLE.
 LX6716'
 LX6716'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED WINDSOR
 LX6716'1936 NO 3 1972, SET IN THE TOP OF A 10-INCH-DIAMETER, CONCRETE
 LX6716'MONUMENT FLUSH WITH GROUND.  16.6 FEET WEST OF CENTER LINE OF
 LX6716'KENNEDY RD., 1.5 FEET NORTH OF POWER POLE 3473, 35.5 FEET
 LX6716'WEST-NORTHWEST OF END OF MR. KARASEKS DRIVEWAY, AND 1.3
 LX6716'FEET SOUTH OF A METAL WITNESS POST.
 LX6716'
 LX6716'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK STAMPED WINDSOR
 LX6716'1936 NO 4 1972, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE
 LX6716'MONUMENT PROJECTING 4 INCHES FROM GROUND.  38 FEET WEST OF
 LX6716'CENTER LINE OF KENNEDY RD., 20 FEET SOUTH OF CENTER LINE OF
 LX6716'THRALL RD., 14.7 FEET NOTH OF A FENCE CORNER, 70 FEET SOUTH OF
 LX6716'POWER POLE 1768, AND 1-1/2 FEET WEST OF A STREET SIGNPOST.
 LX6716'
 LX6716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX6716'3 MILES SSW OF WINDSOR LOCKS.
 LX6716
 LX6716                          STATION RECOVERY (1979)
 LX6716
 LX6716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GEL)
 LX6716'THE STATION MARK AND REFERENCE MARK 4 WERE RECOVERED IN GOOD
 LX6716'CONDITION.  REFERENCE MARK 3 WAS FOUND DESTROYED AND A NEW
 LX6716'REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.  THE AZIMUTH
 LX6716'MARK WAS SEARCHED FOR BUT NOT RECOVERED.  THE DISTANCE TO
 LX6716'REFERENCE MARK 4 WAS FOUND TO BE GREATER BY 0.135 OF A FOOT.  THE
 LX6716'DIRECTION TO REFERENCE MARK 4 COULD NOT BE CHECKED BECAUSE OF THE
 LX6716'LACK OF DATA ON THIS STATION AT THIS TIME.
 LX6716'
 LX6716'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF INTERSTATE HIGHWAY
 LX6716'91, 1 MILE WEST OF THE CONNECTICUT RIVER, 2-1/2 MILES NORTH OF
 LX6716'WINDSOR, 3-1/4 MILES SOUTH OF WINDSOR LOCKS AND ON STATE HIGHWAY
 LX6716'RIGHT-OF-WAY.  IT IS ALSO IN THE LAWN OF MR. KARASEK, WHO LIVES
 LX6716'AT THE STATION SITE, ON THE CORNER OF KENNEDY ROAD AND BASSWOOD
 LX6716'ROAD, HOUSE NUMBER 840.
 LX6716'
 LX6716'TO REACH THE STATION FROM THE JUNCTIONS OF INTERSTATE HIGHWAY 91
 LX6716'(EXIT 39) AND KENNEDY ROAD, WHICH IS ABOUT 9 MILES NORTH OF
 LX6716'HARTFORD, GO SOUTHEAST ON KENNEDY ROAD FOR 0.3 MILE TO A SIDE ROAD
 LX6716'LEFT, BASSWOOD ROAD.  TURN LEFT ON BASSWOOD ROAD AND GO EASTERLY
 LX6716'FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 LX6716'
 LX6716'THE STATION IS A USC AND GS AND CTGS DISK
 LX6716'STAMPED---WINDSOR 1936 1972---,
 LX6716'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE
 LX6716'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX6716'101 FEET EAST FROM THE CENTER OF KENNEDY ROAD,
 LX6716'59.7 FEET NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF MR.
 LX6716'KARASEKS LIME GREEN HOUSE AND
 LX6716'16 FEET SOUTH FROM THE CENTER OF BASSWOOD ROAD.
 LX6716'THE UNDERGROUND MARK IS ACCORDING TO THE 1972 DATA SET INTO THE
 LX6716'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 1 METER BELOW THE GROUND.
 LX6716'
 LX6716'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 LX6716'STAMPED---WINDSOR 1936 NO 4 1972---,
 LX6716'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX6716'PROJECTING 5 CM BELOW THE GROUND.  IT IS LOCATED
 LX6716'29.9 FEET WEST-SOUTHWEST FROM THE CENTER OF KENNEDY ROAD,
 LX6716'22 FEET SOUTHEAST FROM THE CENTER OF THRALL ROAD AND
 LX6716'20.4 FEET NORTHWEST FROM A WOODEN FENCE CORNER.
 LX6716'MARK IS LEVEL WITH STATION.
 LX6716'
 LX6716'REFERENCE MARK NUMBER 5 IS A STANDARD NGS DISK
 LX6716'STAMPED---WINDSOR 1936 NO 5 1979---,
 LX6716'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX6716'FLUSH WITH GROUND.  IT IS LOCATED
 LX6716'92.7 FEET SOUTH FROM A FIRE HYDRON,
 LX6716'30 FEET WEST FROM THE CENTER OF KENNEDY ROAD,
 LX6716'13.7 FEET WEST FROM A UTILITY POLE NUMBER 3473 SNET CO. AND
 LX6716'5.1 FEET EAST FROM A METAL WITNESS POST SET IN THE FENCE LINE.
 LX6716'MARK IS BELOW STATION 0.5 METERS.
 LX6716'
 LX6716'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 LX6716'
 LX6716'NO NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LX6716'
 LX6716'DESCRIBED BY R.L. RAMSEY, CHECKED BY T.C. HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6257 ***********************************************************************
 LX6257  DESIGNATION -  WINER
 LX6257  PID         -  LX6257
 LX6257  STATE/COUNTY-  CT/NEW HAVEN
 LX6257  USGS QUAD   -  GUILFORD (1984)
 LX6257
 LX6257                         *CURRENT SURVEY CONTROL
 LX6257  ___________________________________________________________________
 LX6257* NAD 83(1996)-  41 16 56.19236(N)    072 43 28.85931(W)     ADJUSTED  
 LX6257* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 LX6257  ___________________________________________________________________
 LX6257  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LX6257  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX6257
 LX6257  HORZ ORDER  -  FIRST
 LX6257
 LX6257.The horizontal coordinates were established by classical geodetic methods
 LX6257.and adjusted by the National Geodetic Survey in August 1998..
 LX6257
 LX6257.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX6257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX6257
 LX6257.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6257
 LX6257.The geoid height was determined by GEOID03.
 LX6257
 LX6257;                    North         East     Units Scale Factor Converg.
 LX6257;SPC CT       -   202,258.911   306,921.519   MT  0.99999271   +0 01 00.4
 LX6257;SPC CT       -   663,577.78  1,006,958.35   sFT  0.99999271   +0 01 00.4
 LX6257;SPC NY L     -   124,666.156   406,838.661   MT  1.00002330   +0 50 03.0
 LX6257;SPC NY L     -   409,008.88  1,334,769.84   sFT  1.00002330   +0 50 03.0
 LX6257;UTM  18      - 4,572,590.015   690,545.493   MT  1.00004685   +1 30 05.9
 LX6257
 LX6257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6257!SPC CT       -   0.99999447  x   0.99999271  =   0.99998718
 LX6257!SPC NY L     -   0.99999447  x   1.00002330  =   1.00001777
 LX6257!UTM  18      -   0.99999447  x   1.00004685  =   1.00004132
 LX6257
 LX6257:                Primary Azimuth Mark                     Grid Az
 LX6257:SPC CT       -  HURLBURTS PINE                           028 39 53.8
 LX6257:SPC NY L     -  HURLBURTS PINE                           027 50 51.2
 LX6257:UTM  18      -  HURLBURTS PINE                           027 10 48.3
 LX6257
 LX6257|---------------------------------------------------------------------|
 LX6257| PID    Reference Object                     Distance      Geod. Az  |
 LX6257|                                                           dddmmss.s |
 LX6257| LX6268 HURLBURTS PINE                      APPROX.10.1 KM 0284054.2 |
 LX6257| LX6236 NORTHAMS HOUSE                      APPROX.10.6 KM 0494824.0 |
 LX6257| LX6255 PROSPECT HILL TREE                  APPROX. 4.1 KM 0515440.2 |
 LX6257| LX6248 BULLARD FLAGSTAFF                   APPROX. 3.9 KM 0665439.7 |
 LX6257| LX6245 GREENHOUSE STACK                    APPROX. 4.0 KM 0765239.3 |
 LX6257| LX6267 DUDLEYS CUPOLA                      APPROX. 5.5 KM 0781439.5 |
 LX6257| LX6269 CLAPBOARD                           APPROX. 5.5 KM 0792026.7 |
 LX6257| CZ8120 WINER RM 1                           44.203 METERS 08047     |
 LX6257| LX6265 GUILFORD STANDPIPE                  APPROX. 5.6 KM 0825547.9 |
 LX6257| LX6252 SPENCERS TANK                       APPROX. 3.3 KM 0845249.2 |
 LX6257| LX6263 GUILFORD CONG CHURCH SPIRE          APPROX. 3.6 KM 0861455.3 |
 LX6257| LX6276 GUILFORD WEST STANDPIPE             APPROX. 3.2 KM 1284723.2 |
 LX6257| CZ8121 WINER RM 2 AZIMUTH                                 13718     |
 LX6257| LX6253 VINEYARD POINT ROAD FLAGPOLE        APPROX. 3.9 KM 1381606.3 |
 LX6257| LX6254 STEVENS CHIMNEY                     APPROX. 4.7 KM 1391528.4 |
 LX6257| LX6351 FALKNER IS LIGHTHOUSE               APPROX. 9.8 KM 1423755.6 |
 LX6257| LX6347 UNCAS POINT ELEV TANK               APPROX. 3.9 KM 1605207.0 |
 LX6257| LX6260 BEATTIE QUARRY FLAGPOLE             APPROX. 2.6 KM 1904236.8 |
 LX6257| LX6262 NARROWS ISLAND CHIMNEY              APPROX. 3.0 KM 1911825.7 |
 LX6257| LX6246 WAYLAND ISLAND FLAGPOLE             APPROX. 4.0 KM 2060436.2 |
 LX6257| LX6357 PRUDDENS ISLAND CHIMNEY             APPROX. 4.4 KM 2082738.5 |
 LX6257| LX6247 PRATT GABLE                         APPROX. 3.0 KM 2155007.6 |
 LX6257| LX6482 AVIATION BCN REV WHITE GREEN        APPROX.13.9 KM 2663953.7 |
 LX6257| CZ8122 WINER RM 3                           23.690 METERS 30354     |
 LX6257| LX6259 NORTH GUILFORD CHURCH TOWER         APPROX. 9.6 KM 3584419.2 |
 LX6257|---------------------------------------------------------------------|
 LX6257
 LX6257                          SUPERSEDED SURVEY CONTROL
 LX6257
 LX6257  NAD 83(1992)-  41 16 56.19147(N)    072 43 28.85917(W) AD(       ) 1
 LX6257  NAD 83(1986)-  41 16 56.19364(N)    072 43 28.86202(W) AD(       ) 1
 LX6257  NAD 27      -  41 16 55.84676(N)    072 43 30.51446(W) AD(       ) 1
 LX6257  NGVD 29 (07/19/86)   65.6    (m)          215.     (f) VERT ANG       
 LX6257
 LX6257.Superseded values are not recommended for survey control.
 LX6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6257.See file dsdata.txt to determine how the superseded data were derived.
 LX6257
 LX6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL9054572590(NAD 83)
 LX6257_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6257_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6257+STABILITY: SURFACE MOTION
 LX6257
 LX6257  HISTORY     - Date     Condition        Report By
 LX6257  HISTORY     - 1932     MONUMENTED       CGS
 LX6257  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX6257  HISTORY     - 1962     SEE DESCRIPTION  CGS
 LX6257  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX6257
 LX6257                          STATION DESCRIPTION
 LX6257
 LX6257'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX6257'STATION IS ABOUT 2 MILES W OF GUILFORD AND 1-1/2 MILES N OF
 LX6257'LEETES ISLAND RAILROAD STATION ON PROPERTY OF JAKE WINER.  FROM
 LX6257'GUILFORD CENTER GO S ON SACHEMS HEAD ROAD (ROUTE 146) 1.4
 LX6257'MILES AND JUST BEYOND RAILROAD UNDERPASS TURN RIGHT ON STONEY
 LX6257'CREEK ROAD AND GO 1.4 MILES TO PARTIAL DIRT AND MACADAM ROAD WHICH
 LX6257'IS THE FIRST ROAD RIGHT, AFTER PASSING LARGE WHITE HOUSE ON
 LX6257'LEFT SIDE OF MAIN HIGHWAY.  TURN RIGHT ONTO THIS ROAD AND
 LX6257'GO 1.2 MILES TO TOP OF HILL.  THIS ROAD CROSSES BRIDGE
 LX6257'(WOOD) OVER RAILROAD TRACKS JUST AFTER TURNING OFF MAIN
 LX6257'HIGHWAY.  ENTRANCE TO STATION IS A RAIL GATE IN STONE FENCE
 LX6257'JUST SE OF LARGE ROCK.  STATION IS ON HIGHEST POINT IN
 LX6257'FIELD ON LEFT OF ROAD, 22.9 METERS E OF ROCK FENCE.  64
 LX6257'METERS S OF ROCK FENCE.  19.5 METERS NW OF PEAR TREE.  62
 LX6257'METERS W OF LARGE SPLIT BOULDER.
 LX6257'
 LX6257'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD
 LX6257'BRONZE DISKS SET IN CONCRETE AND IN OUTCROPPING BEDROCK AS
 LX6257'DESCRIBED IN NOTES 1A, 7A, AND 12A.
 LX6257'
 LX6257'REFERENCE MARK NO.1 IS NE OF STATION IN LARGE FLAT ROCK, 19.2
 LX6257'METERS W OF LARGE SPLIT BOULDER.
 LX6257'
 LX6257'REFERENCE MARK NO.2 IS SE OF STATION SET IN ROCK OUTCROPPING,
 LX6257'18.3 METERS SW OF CENTER LINE OF ROAD.  APPROXIMATELY 61
 LX6257'METERS N OF E AND W ROCK FENCE.
 LX6257'
 LX6257'REFERENCE MARK NO.3 IS NW OF STATION SET IN ROCK.  6.4 METERS
 LX6257'E AND 46 METERS S OF ROCK FENCES.
 LX6257'
 LX6257'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 LX6257
 LX6257                          STATION RECOVERY (1942)
 LX6257
 LX6257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX6257'STATION WAS RECOVERED EXACTLY AS DESCRIBED BY C.D.M., 1932.  THE
 LX6257'SURFACE AND UNDERGROUND MARKS WERE FOUND IN GOOD CONDITION AS
 LX6257'DESCRIBED IN NOTES 1A AND 7A.
 LX6257'
 LX6257'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED
 LX6257'IN NOTE 12A.
 LX6257'
 LX6257'DISTANCES TO ALL MARKS WERE CHECKED AND FOUND CORRECT.  THE
 LX6257'ORIGINAL DESCRIPTION IS COMPLETE AND CONSIDERED ADEQUATE.
 LX6257
 LX6257                          STATION RECOVERY (1962)
 LX6257
 LX6257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (JPP)
 LX6257'THE STATION WAS RECOVERED AS DESCRIBED.
 LX6257'
 LX6257'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 LX6257'DESCRIPTION IS ADEQUATE.
 LX6257
 LX6257                          STATION RECOVERY (1976)
 LX6257
 LX6257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX6257'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 LX6257'GOOD CONDITION.  REFERENCE MARK 2 WAS APPROXIMATELY 0.1 MILE
 LX6257'FROM THE STATION AND DUE TO TREES ON LINE COULD NOT BE MEASURED
 LX6257'BUT A DIRECTION WAS MADE TO IT AT THIS TIME.  THE ANGLE BETWEEN
 LX6257'REFERENCE MARKS 1, 2 AND 3 CHECKED THE 1932 DATA.  THE DISTANCE
 LX6257'TO REFERENCE MARK 1 WAS MORE BY 0.022 OF A FOOT.  THE DISTANCE
 LX6257'TO REFERENCE MARK 3 WAS LESS BY 0.015 OF A METER.  A
 LX6257'MEASUREMENT WAS ALSO MADE BETWEEN REFERENCE MARKS 1 AND 3 AT
 LX6257'THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 LX6257'
 LX6257'THE STATION IS LOCATED ABOUT 7-1/2 MILES EAST OF EAST HAVEN,
 LX6257'2-1/4 MILES WEST OF GUILFORD AND 1-1/4 MILES NORTH OF LEETES
 LX6257'ISLAND.  IT IS ON PROPERTY OWNED BY LOUIS AND SAM WINER, 49
 LX6257'LEETES ISLAND ROAD, STONY CREEK, CONNECTICUT, 06405, PHONE
 LX6257'NUMBER 488-3935.
 LX6257'
 LX6257'TO REACH THE STATION FROM THE POST OFFICE IN GUILFORD, GO
 LX6257'SOUTHWESTERLY ON STATE HIGHWAY 146 FOR 0.9 MILE TO A SIDE ROAD
 LX6257'LEFT, MULBERRY POINT ROAD.  CONTINUE WESTERLY ON HIGHWAY 146
 LX6257'FOR 0.3 MILE TO WERE HIGHWAY 146 TURNS RIGHT AND A PAVED ROAD
 LX6257'CONTINUES STRAIGHT AHEAD, THIS IS JUST AFTER PASSING UNDER A
 LX6257'RAILROAD BRIDGE.  TURN RIGHT AND CONTINUE WEST ON HIGHWAY 146
 LX6257'WHICH IS ALSO LEETES ISLAND ROAD FOR 1.25 MILES TO A CROSS
 LX6257'ROAD.  TURN RIGHT AND GO NORTH ON MOOSE HILL ROAD FOR 1.25
 LX6257'MILES TO A METAL GATE ON THE LEFT.  TURN LEFT, THROUGH GATE
 LX6257'AND CONTINUE WESTERLY UPHILL FOR 0.05 MILE TO THE TOP OF THE
 LX6257'HILL AND THE STATION.
 LX6257'
 LX6257'STATION MARK, STAMPED---WINER 1932---, IS A STANDARD DISK
 LX6257'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 LX6257'ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 211 FEET SOUTH
 LX6257'OF THE CENTER OF A GATE, 70 FEET EAST OF A TREE LINE AND 59
 LX6257'FEET NORTH OF A TREE LINE.  THE UNDERGROUND DISK IS AS STATED
 LX6257'IN THE 1932 DATA.
 LX6257'
 LX6257'REFERENCE MARK 1, STAMPED---WINER NO 1 1932---, IS A STANDARD
 LX6257'DISK CEMENTED IN A DRILL HOLE IN A SUBMERGED BOULDER AND IS
 LX6257'FLUSH WITH THE GROUND SURFACE.  IT IS 65 FEET NORTHWEST OF A
 LX6257'10 FOOT HIGH BOULDER, 62 FEET WEST OF A ROW OF TREES AND 48
 LX6257'FEET NORTH OF A TREE LINE.
 LX6257'
 LX6257'REFERENCE MARK 2, STAMPED---WINER NO 2 1932---, IS A STANDARD
 LX6257'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER THAT
 LX6257'PROJECTS 2 FEET ON THE SOUTHEAST SIDE AND 6 INCHES ON THE
 LX6257'NORTHWEST SIDE.  IT IS 65 FEET WEST OF OF THE CENTER OF MOOSE
 LX6257'HILL ROAD, 46 FEET WEST OF A ROCK FENCE AND 11 FEET NORTHEAST
 LX6257'OF AN 8-INCH CEDAR TREE.
 LX6257'
 LX6257'REFERENCE MARK 3, STAMPED---WINER NO 3 1932---, IS A STANDARD
 LX6257'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT
 LX6257'3 FEET ABOVE THE GROUND SURFACE.  IT IS 168 FEET SOUTHWEST OF
 LX6257'A GATE, 115 FEET NORTH OF A TREE LINE AND 20 FEET EAST OF A
 LX6257'TREE LINE.
 LX6257'
 LX6257'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX6257'
 LX6257'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 26.2 METERS.
 LX6257'
 LX6257'DESCRIBED BY L. D. ACBES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3482 ***********************************************************************
 LX3482  DESIGNATION -  WINSTED AM TEL KCD 67 MICRO
 LX3482  PID         -  LX3482
 LX3482  STATE/COUNTY-  CT/LITCHFIELD
 LX3482  USGS QUAD   -  WINSTED (1984)
 LX3482
 LX3482                         *CURRENT SURVEY CONTROL
 LX3482  ___________________________________________________________________
 LX3482* NAD 83(1996)-  41 53 53.82454(N)    073 06 57.61762(W)     ADJUSTED  
 LX3482* NAVD 88     -                                                        
 LX3482  ___________________________________________________________________
 LX3482  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 LX3482  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX3482
 LX3482  HORZ ORDER  -  THIRD
 LX3482
 LX3482.The horizontal coordinates were established by classical geodetic methods
 LX3482.and adjusted by the National Geodetic Survey in August 1998..
 LX3482
 LX3482
 LX3482.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3482
 LX3482.The geoid height was determined by GEOID03.
 LX3482
 LX3482;                    North         East     Units Scale Factor Converg.
 LX3482;SPC CT       -   270,739.371   274,428.571   MT  1.00000336   -0 14 33.7
 LX3482;SPC CT       -   888,250.75    900,354.40   sFT  1.00000336   -0 14 33.7
 LX3482;SPC MA M     -   851,042.065    65,910.675   MT  0.99997840   -1 05 07.9
 LX3482;SPC MA M     - 2,792,127.17    216,241.94   sFT  0.99997840   -1 05 07.9
 LX3482;UTM  18      - 4,640,199.168   656,279.323   MT  0.99990054   +1 15 30.3
 LX3482
 LX3482                          SUPERSEDED SURVEY CONTROL
 LX3482
 LX3482  NAD 83(1996)-  41 53 53.82443(N)    073 06 57.61780(W) AD(       ) 4
 LX3482  NAD 83(1992)-  41 53 53.82515(N)    073 06 57.61844(W) AD(       ) 4
 LX3482  NAD 83(1992)-  41 53 53.82584(N)    073 06 57.61894(W) AD(       ) 4
 LX3482  NAD 83(1986)-  41 53 53.82552(N)    073 06 57.61972(W) AD(       ) 4
 LX3482  NAD 27      -  41 53 53.47673(N)    073 06 59.22153(W) AD(       ) 3
 LX3482
 LX3482.Superseded values are not recommended for survey control.
 LX3482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3482.See file dsdata.txt to determine how the superseded data were derived.
 LX3482
 LX3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5627940199(NAD 83)
 LX3482_MARKER: 45 = MICROWAVE TOWER
 LX3482
 LX3482  HISTORY     - Date     Condition        Report By
 LX3482  HISTORY     - 1980     FIRST OBSERVED   NGS
 LX3482
 LX3482                          STATION DESCRIPTION
 LX3482
 LX3482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX3482'THE STATION, WINSTED AMERICAN TELEPHONE AND TELEGRAPH
 LX3482'COMPANY KCD 67 MICROWAVE, IS A POLE ANTENNA ATOP
 LX3482'A 4-LEGGED SKELETON STEEL MICROWAVE TOWER, PAINTED RED AND
 LX3482'WHITE, AND AN OVERALL HEIGHT OF 78.9 METERS (259 FT).
 LX3482'
 LX3482'THE STATION IS LOCATED ABOUT 5.6 KM (3-1/2 MI) SOUTHWEST OF
 LX3482'WINSTED, 2.8 KM (1-3/4 MI) SOUTHEAST OF THE SOUTH END OF LAKE
 LX3482'WINCHESTER, 2.0 KM (1-1/4 MI) WEST FROM THE WEST EDGE OF HIGHLAND
 LX3482'LAKE, AND 2.8 KM (3/4 MI) EAST-SOUTHEAST FROM THE SMALL VILLAGE
 LX3482'OF WINCHESTER.
 LX3482'OWNERSHIP--THE AMERICAN TELEPHONE AND TELEGRAPH CO, MR BILL
 LX3482'NELSON-ENGINEER, 440 HAMILTON, RM 700 C, WHITE PLAINS, NY 10601,
 LX3482'PHONE 914-320-2105.
 LX3482'
 LX3482'DESCRIBED BY J.N. LEONHARDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5872 ***********************************************************************
 LX5872  DESIGNATION -  WINTHROP
 LX5872  PID         -  LX5872
 LX5872  STATE/COUNTY-  CT/MIDDLESEX
 LX5872  USGS QUAD   -  ESSEX (1977)
 LX5872
 LX5872                         *CURRENT SURVEY CONTROL
 LX5872  ___________________________________________________________________
 LX5872* NAD 83(1996)-  41 21 03.93069(N)    072 28 16.79533(W)     ADJUSTED  
 LX5872* NAVD 88     -       106.2    (meters)     348.     (feet)  VERTCON   
 LX5872  ___________________________________________________________________
 LX5872  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LX5872  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 LX5872
 LX5872  HORZ ORDER  -  FIRST
 LX5872
 LX5872.The horizontal coordinates were established by classical geodetic methods
 LX5872.and adjusted by the National Geodetic Survey in August 1998..
 LX5872
 LX5872.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5872
 LX5872.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5872
 LX5872.The geoid height was determined by GEOID03.
 LX5872
 LX5872;                    North         East     Units Scale Factor Converg.
 LX5872;SPC CT       -   209,938.860   328,121.221   MT  0.99998819   +0 11 05.2
 LX5872;SPC CT       -   688,774.41  1,076,511.04   sFT  0.99998819   +0 11 05.2
 LX5872;UTM  18      - 4,580,817.890   711,541.217   MT  1.00015076   +1 40 16.5
 LX5872
 LX5872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5872!SPC CT       -   0.99998808  x   0.99998819  =   0.99997627
 LX5872!UTM  18      -   0.99998808  x   1.00015076  =   1.00013883
 LX5872
 LX5872:                Primary Azimuth Mark                     Grid Az
 LX5872:SPC CT       -  BOOK HILL RESET                          068 20 37.5
 LX5872:UTM  18      -  BOOK HILL RESET                          066 51 26.2
 LX5872
 LX5872|---------------------------------------------------------------------|
 LX5872| PID    Reference Object                     Distance      Geod. Az  |
 LX5872|                                                           dddmmss.s |
 LX5872| LX5913 BOOK HILL RESET                     APPROX. 5.3 KM 0683142.7 |
 LX5872| CZ8125 WINTHROP RM 2                        26.258 METERS 07410     |
 LX5872| CZ8123 WINTHROP AZ MK                                     3084755.9 |
 LX5872| CZ8124 WINTHROP RM 1                        39.941 METERS 33305     |
 LX5872|---------------------------------------------------------------------|
 LX5872
 LX5872                          SUPERSEDED SURVEY CONTROL
 LX5872
 LX5872  NAD 83(1992)-  41 21 03.92981(N)    072 28 16.79506(W) AD(       ) 1
 LX5872  NAD 83(1986)-  41 21 03.93180(N)    072 28 16.79819(W) AD(       ) 1
 LX5872  NAD 27      -  41 21 03.57609(N)    072 28 18.48326(W) AD(       ) 1
 LX5872  NGVD 29 (07/19/86)  106.5    (m)          349.     (f) VERT ANG       
 LX5872
 LX5872.Superseded values are not recommended for survey control.
 LX5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5872.See file dsdata.txt to determine how the superseded data were derived.
 LX5872
 LX5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1154180818(NAD 83)
 LX5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5872+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5872
 LX5872  HISTORY     - Date     Condition        Report By
 LX5872  HISTORY     - 1942     MONUMENTED       CGS
 LX5872  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5872  HISTORY     - 1984     GOOD             USPSQD
 LX5872  HISTORY     - 19970524 GOOD             USPSQD
 LX5872  HISTORY     - 20040101 GOOD             USPSQD
 LX5872
 LX5872                          STATION DESCRIPTION
 LX5872
 LX5872'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX5872'THE STATION IS LOCATED ABOUT 1.25 MILES SE OF WINTHROP, ON LAND
 LX5872'OWNED BY THE INCARNATION CAMP.  IT IS IN AN OPEN FIELD AND IS
 LX5872'ABOUT 275 FEET NE OF THE NE CORNER OF THE LEWIS W. HASER FARM
 LX5872'HOUSE AND 250 FEET E OF CONN. STATE HIGHWAY 144, 93 FEET W OF
 LX5872'AN OLD N-S STONE FENCE, 63 FEET N OF AN OLD E-W STONE FENCE.  THE
 LX5872'DISK IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS
 LX5872'FLUSH WITH THE GROUND AND IT IS STAMPED WINTHROP 1942.
 LX5872'
 LX5872'REFERENCE MARK NO.1 IS 131.02 FEET N OF THE STATION.  THE DISK
 LX5872'IS SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK THAT IS 5 FEET
 LX5872'WIDE BY 6 FEET LONG AND PROJECTS 18 INCHES ON THE WESTERN
 LX5872'SIDE.  IT IS STAMPED WINTHROP NO.1, 1942.
 LX5872'
 LX5872'REFERENCE MARK NO.2 IS 86.16 FEET E OF THE STATION, 7 FEET
 LX5872'W OF AN OLD N-S STONE FENCE.  THE DISK IS SET IN A DRILLED HOLE
 LX5872'IN A FLAT BOULDER THAT IS 4 FEET LONG BY 3 FEET WIDE AND PROJECTS
 LX5872'8 INCHES.  IT IS STAMPED WINTHROP NO. 2, 1942.
 LX5872'
 LX5872'THE AZIMUTH MARK IS 0.5 MILE NW OF THE STATION, ON LAND
 LX5872'OWNED BY CHARLES LEWIS, 66 FEET SW OF THE SW CORNER OF THE
 LX5872'LEWIS FARM HOUSE, 17.3 FEET S OF THE S END OF THE FARM
 LX5872'GARAGE.  THE DISK IS SET IN A DRILLED HOLE IN A BOULDER THAT IS
 LX5872'4 FEET LONG BY 3 FEET WIDE AND IS STAMPED WINTHROP 1942.
 LX5872'
 LX5872'A 64-FT. TOWER IS NEEDED AT THE STATION TO SEE THE AZIMUTH MARK.
 LX5872'
 LX5872'TO REACH THE STATION FROM THE JUNCTIONS OF CONN. STATE HIGHWAY
 LX5872'80, 144 AND 145 IN WINTHROP, GO S ON CONN. STATE HIGHWAY 144
 LX5872'AND 145 FOR 0.6 MILE, THENCE LEFT ON CONN. STATE HIGHWAY 144
 LX5872'FOR 0.7 MILE OR ABOUT 100 YARDS BEFORE REACHING A WHITE HOUSE ON
 LX5872'THE LEFT, HERE TURN SHARP LEFT AND GO ABOUT 150 FEET, THENCE
 LX5872'RIGHT THROUGH GAP IN OLD FENCE AND CONTINUE S ACROSS FIELD FOR
 LX5872'ABOUT 80 YARDS TO THE STATION AS DESCRIBED.
 LX5872'
 LX5872'*TO REACH THE AZIMUTH FROM THE STATION, GO NNW ON CONN. STATE
 LX5872'HIGHWAY 144 FOR 0.5 MILE TO THE CHARLES LEWIS FARM HOUSE ON
 LX5872'THE LEFT AND AZIMUTH AS DESCRIBED.
 LX5872'
 LX5872'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LX5872
 LX5872                          STATION RECOVERY (1976)
 LX5872
 LX5872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5872'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2 AND THE
 LX5872'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE ANGLES TO
 LX5872'THE REFERENCE MARKS CHECKED THE 1942 OBSERVATIONS AND THE
 LX5872'DISTANCES TO THE REFERENCE MARKS CHECKED THE 1942 MEASUREMENTS.
 LX5872'THE AZIMUTH MARK WILL NO LONGER SEE THE STATION DUE TO TREES ON
 LX5872'LINE THAT COULD NOT BE CLEARED.  A NEW AND COMPLETE DESCRIPTION
 LX5872'FOLLOWS.
 LX5872'
 LX5872'THE STATION IS ABOUT 1 MILE EAST OF WINTHROP, 2-3/4 MILES
 LX5872'NORTHWEST OF IVORYTON, 2-3/4 MILES SOUTHWEST OF DEEP RUN AND ON THE
 LX5872'PROPERTY OF MR. JOHN GALLUCCI, BUSHY HILL ROAD, DEEP RIVER,
 LX5872'CONNECTICUT.  06417.  HIS TELEPHONE NUMBER IS 526-3028.
 LX5872'
 LX5872'TO REACH THE STATION FROM THE POST OFFICE IN IVORYTON, GO WEST
 LX5872'ON MAIN STREET FOR 0.05 MILE TO A FORK.  KEEP THE LEFT FORK AND
 LX5872'CONTINUE WEST ON MAIN STREET FOR 0.5 MILE TO WALNUT STREET ON
 LX5872'THE LEFT.  CONTINUE WEST ON MAIN STREET FOR 0.5 MILE TO BUSHY
 LX5872'HILL ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON BUSHY
 LX5872'HILL ROAD FOR 1.3 MILES TO THE STATION ON THE RIGHT AS
 LX5872'DESCRIBED.  CONTINUE NORTHWEST ON BUSHY HILL ROAD FOR 0.5 MILE
 LX5872'TO A DRIVEWAY ON THE LEFT, TURN LEFT AND GO SOUTHWEST UP THE
 LX5872'DRIVEWAY FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 LX5872'DESCRIBED.
 LX5872'
 LX5872'THE STATION MARK, STAMPED---WINTHROP 1942---, IS A STANDARD
 LX5872'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LX5872'BEDROCK WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 179 FEET
 LX5872'EAST OF THE CENTER OF BUSHY HILL ROAD, 92 FEET WEST OF A ROCK
 LX5872'FENCE, 63 FEET NORTH OF A ROCK FENCE, AND 71 FEET
 LX5872'WEST OF A METAL WITNESS POST.
 LX5872'
 LX5872'REFERENCE MARK 1, STAMPED---WINTHROP NO 1 1942---, IS A
 LX5872'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP
 LX5872'OF BEDROCK WHICH IS ABOUT 6 FEET ACROSS AND PROJECTS ABOUT 2
 LX5872'FEET ABOVE THE GROUND SURFACE.  IT IS 82 FEET WEST OF A ROCK
 LX5872'FENCE, 6.5 FEET SOUTHWEST OF A TWIN TRUNKED TREE AND 1 FOOT
 LX5872'NORTHEAST OF THE SOUTHWEST CORNER OF THE ROCK OUTCROP.
 LX5872'
 LX5872'REFERENCE MARK 2, STAMPED---WINTHROP NO 2 1942---, IS A STANDARD
 LX5872'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 FOOT BOULDER
 LX5872'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 29
 LX5872'FEET NORTHWEST OF A ROCK FENCE CORNER, 15 FEET EAST OF A METAL
 LX5872'WITNESS POST AND 6 FEET WEST OF A ROCK FENCE.
 LX5872'
 LX5872'THE AZIMUTH MARK, STAMPED---WINTHROP 1942---, IS A STANDARD DISK
 LX5872'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 BY 4 FOOT BOULDER
 LX5872'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 57
 LX5872'FEET WEST OF A 30-INCH OAK TREE, 55 FEET NORTH OF THE NORTHEAST
 LX5872'CORNER OF A HOUSE, 28 FEET EAST OF THE CENTER OF THE DRIVEWAY
 LX5872'AND 17.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A SHED.
 LX5872'
 LX5872'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.3 METERS.
 LX5872'
 LX5872'DESCRIBED BY NOLAN B. JOHNSON.
 LX5872
 LX5872                          STATION RECOVERY (1984)
 LX5872
 LX5872'RECOVERY NOTE BY US POWER SQUADRON 1984 (JRR)
 LX5872'STATION, REFERENCE MARKS AND AZIMUTH WERE ALL FOUND IN GOOD
 LX5872'CONDITION.
 LX5872'
 LX5872'NOTE--THE STATION IS NOT ON THE INCARNATION CAMP PROPERTY.  IT IS
 LX5872'ON THE LAND OF HERB AND ROGER HAZER.  STATE HIGHWAY 144 IS NOW
 LX5872'KNOWN AS BUSHY HILL RD., GO .7 MILE DOWN BUSHY HILL RD. TO
 LX5872'CL AND P POLES 266 AND 267 AND THE STATION IS LOCATED IN THE
 LX5872'ADJACENT FIELD AS DESCRIBED BY K.B.J. IN 1942.
 LX5872
 LX5872                          STATION RECOVERY (1997)
 LX5872
 LX5872'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5872'RECOVERED IN GOOD CONDITION.
 LX5872
 LX5872                          STATION RECOVERY (2004)
 LX5872
 LX5872'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5872'RM1, RM2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3606 ***********************************************************************
 LW3606  DESIGNATION -  WITNEY
 LW3606  PID         -  LW3606
 LW3606  STATE/COUNTY-  CT/WINDHAM
 LW3606  USGS QUAD   -  PLAINFIELD (1983)
 LW3606
 LW3606                         *CURRENT SURVEY CONTROL
 LW3606  ___________________________________________________________________
 LW3606* NAD 83(1996)-  41 42 48.87192(N)    071 52 29.17939(W)     ADJUSTED  
 LW3606* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 LW3606  ___________________________________________________________________
 LW3606  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 LW3606  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LW3606
 LW3606  HORZ ORDER  -  FIRST
 LW3606
 LW3606.The horizontal coordinates were established by classical geodetic methods
 LW3606.and adjusted by the National Geodetic Survey in August 1998..
 LW3606
 LW3606.The NAVD 88 height was computed by applying the VERTCON shift value to
 LW3606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LW3606
 LW3606.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3606
 LW3606.The geoid height was determined by GEOID03.
 LW3606
 LW3606;                    North         East     Units Scale Factor Converg.
 LW3606;SPC CT       -   250,528.473   377,636.068   MT  0.99998806   +0 34 49.2
 LW3606;SPC CT       -   821,942.17  1,238,961.00   sFT  0.99998806   +0 34 49.2
 LW3606;SPC RI       -    70,063.156    68,811.166   MT  1.00000572   -0 14 57.8
 LW3606;SPC RI       -   229,865.54    225,757.97   sFT  1.00000572   -0 14 57.8
 LW3606;UTM  19      - 4,621,969.727   260,841.879   MT  1.00030390   -1 54 49.7
 LW3606
 LW3606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LW3606!SPC CT       -   0.99998443  x   0.99998806  =   0.99997249
 LW3606!SPC RI       -   0.99998443  x   1.00000572  =   0.99999015
 LW3606!UTM  19      -   0.99998443  x   1.00030390  =   1.00028832
 LW3606
 LW3606|---------------------------------------------------------------------|
 LW3606| PID    Reference Object                     Distance      Geod. Az  |
 LW3606|                                                           dddmmss.s |
 LW3606| CB8672 WITNEY RM 2                          20.069 METERS 15057     |
 LW3606| LW3707 BORMON                              APPROX. 9.7 KM 3305600.7 |
 LW3606| CB8671 WITNEY RM 1                          23.306 METERS 35506     |
 LW3606|---------------------------------------------------------------------|
 LW3606
 LW3606                          SUPERSEDED SURVEY CONTROL
 LW3606
 LW3606  NAD 83(1996)-  41 42 48.87120(N)    071 52 29.17909(W) AD(       ) 1
 LW3606  NAD 83(1992)-  41 42 48.87099(N)    071 52 29.17881(W) AD(       ) 1
 LW3606  NAD 83(1992)-  41 42 48.87097(N)    071 52 29.17940(W) AD(       ) 1
 LW3606  NAD 83(1986)-  41 42 48.87121(N)    071 52 29.17905(W) AD(       ) 1
 LW3606  NAD 27      -  41 42 48.51538(N)    071 52 30.91634(W) AD(       ) 1
 LW3606  NGVD 29 (07/19/86)  129.6    (m)          425.     (f) VERT ANG       
 LW3606
 LW3606.Superseded values are not recommended for survey control.
 LW3606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3606.See file dsdata.txt to determine how the superseded data were derived.
 LW3606
 LW3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG6084221970(NAD 83)
 LW3606_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LW3606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LW3606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LW3606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW3606+STABILITY: SURFACE MOTION
 LW3606
 LW3606  HISTORY     - Date     Condition        Report By
 LW3606  HISTORY     - 1974     MONUMENTED       NGS
 LW3606
 LW3606                          STATION DESCRIPTION
 LW3606
 LW3606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (HRR)
 LW3606'THE STATION IS LOCATED ABOUT 1 MILE EAST OF STATE HIGHWAY
 LW3606'52, IN THE EASTERN PART OF THE TOWN OF MOOSUP, JUST EAST
 LW3606'OF THE MOOSUP RIVER, AND ON A HILL WHICH IS LOCALLY KNOWN
 LW3606'AS WHITNEY HILL.  IT IS ON THE PROPERTY OF THE STATE OF
 LW3606'CONNECTICUT.
 LW3606'
 LW3606'TO REACH THE STATION FROM THE POST OFFICE IN MOOSUP, GO
 LW3606'NORTH ON MAIN STREET FOR 0.2 MILE TO A SIDE ROAD ON THE
 LW3606'RIGHT.  TURN RIGHT AND GO EAST, CROSSING AN IRON BRIDGE, FOR
 LW3606'0.05 MILE TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON RIVER
 LW3606'STREET FOR 0.05 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT AND
 LW3606'GO NORTHEAST ON WHITNEY STREET FOR 0.25 MILE TO A T-ROAD.  TURN
 LW3606'LEFT AND GO EASTERLY FOR ABOUT 100 FEET TO A BOARD GATE AND A
 LW3606'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE
 LW3606'TRACK ROAD, PASSING THROUGH THE BOARD GATE, FOR 0.15 MILE TO
 LW3606'THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 LW3606'
 LW3606'THE STATION MARK, STAMPED WITNEY 1974, IS A STANDARD DISK SET
 LW3606'IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 LW3606'GROUND SURFACE.  IT IS 42 FEET NORTH OF A ROCK FENCE, 17 FEET
 LW3606'EAST OF A 12-INCH BLAZED TREE AND 7.1 FEET WEST OF A METAL
 LW3606'WITNESS POST.  NO UNDERGROUND MARK WAS SET FOR THIS STATION.
 LW3606'
 LW3606'REFERENCE MARK 1, STAMPED WITNEY NO 1 1974, IS A STANDARD DISK
 LW3606'CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF BEDROCK
 LW3606'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LW3606'78 FEET NORTH OF A METAL WITNESS POST, 20 FEET NORTHWEST OF
 LW3606'THE APPROXIMATE CENTER OF THE TRACK ROAD AND 14 FEET WEST OF
 LW3606'AN 8-INCH BLAZED TREE.
 LW3606'
 LW3606'REFERENCE MARK 2, STAMPED WITNEY NO 2 1974, IS A STANDARD
 LW3606'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF AN OUTCROP OF
 LW3606'BEDROCK WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND
 LW3606'SURFACE.  IT IS 45 FEET NORTHWEST OF A ROCK FENCE, 8 FEET SOUTH
 LW3606'OF A ROCK FENCE AND 2.1 FEET NORTH OF A METAL WITNESS POST.
 LW3606'
 LW3606'NO SUITABLE LOCATION COULD BE FOUND FOR A DISTANT REFERENCE
 LW3606'MARK.
 LW3606'
 LW3606'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5995 ***********************************************************************
 LX5995  DESIGNATION -  WOCL
 LX5995  PID         -  LX5995
 LX5995  STATE/COUNTY-  CT/MIDDLESEX
 LX5995  USGS QUAD   -  DEEP RIVER (1971)
 LX5995
 LX5995                         *CURRENT SURVEY CONTROL
 LX5995  ___________________________________________________________________
 LX5995* NAD 83(1996)-  41 26 18.64709(N)    072 23 45.02059(W)     ADJUSTED  
 LX5995* NAVD 88     -       102.1    (meters)     335.     (feet)  VERTCON   
 LX5995  ___________________________________________________________________
 LX5995  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LX5995  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX5995
 LX5995  HORZ ORDER  -  FIRST
 LX5995
 LX5995.The horizontal coordinates were established by classical geodetic methods
 LX5995.and adjusted by the National Geodetic Survey in August 1998..
 LX5995
 LX5995.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5995
 LX5995.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5995
 LX5995.The geoid height was determined by GEOID03.
 LX5995
 LX5995;                    North         East     Units Scale Factor Converg.
 LX5995;SPC CT       -   219,670.914   334,399.104   MT  0.99998451   +0 14 05.4
 LX5995;SPC CT       -   720,703.66  1,097,107.73   sFT  0.99998451   +0 14 05.4
 LX5995;UTM  18      - 4,590,711.456   717,565.372   MT  1.00018256   +1 43 26.9
 LX5995
 LX5995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5995!SPC CT       -   0.99998871  x   0.99998451  =   0.99997322
 LX5995!UTM  18      -   0.99998871  x   1.00018256  =   1.00017126
 LX5995
 LX5995|---------------------------------------------------------------------|
 LX5995| PID    Reference Object                     Distance      Geod. Az  |
 LX5995|                                                           dddmmss.s |
 LX5995| CZ8126 WOCL RM 1                            20.445 METERS 03729     |
 LX5995| CZ8127 WOCL RM 2                            49.633 METERS 12032     |
 LX5995| LX5989 WOCLS BARN GABLE                    301.701 METERS 12635     |
 LX5995| LX6083 WOCL RM 3                           330.198 METERS 12752     |
 LX5995| LX6084 WOCL RM 3 A PT                      323.817 METERS 12839     |
 LX5995| LX5762 WOOD                                APPROX. 5.5 KM 1454424.6 |
 LX5995| LX5967 DEEP RIVER SCHOOL CUPOLA            APPROX. 6.6 KM 2082420.2 |
 LX5995|---------------------------------------------------------------------|
 LX5995
 LX5995                          SUPERSEDED SURVEY CONTROL
 LX5995
 LX5995  NAD 83(1992)-  41 26 18.64625(N)    072 23 45.02028(W) AD(       ) 1
 LX5995  NAD 83(1986)-  41 26 18.64797(N)    072 23 45.02314(W) AD(       ) 1
 LX5995  NAD 27      -  41 26 18.29202(N)    072 23 46.71880(W) AD(       ) 1
 LX5995  NGVD 29 (07/19/86)  102.4    (m)          336.     (f) VERT ANG       
 LX5995
 LX5995.Superseded values are not recommended for survey control.
 LX5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5995.See file dsdata.txt to determine how the superseded data were derived.
 LX5995
 LX5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1756590711(NAD 83)
 LX5995_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5995+STABILITY: SURFACE MOTION
 LX5995
 LX5995  HISTORY     - Date     Condition        Report By
 LX5995  HISTORY     - 1934     MONUMENTED       CGS
 LX5995  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX5995  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5995  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5995  HISTORY     - 1976     SEE DESCRIPTION  NGS
 LX5995  HISTORY     - 19980309 MARK NOT FOUND   USPSQD
 LX5995
 LX5995                          STATION DESCRIPTION
 LX5995
 LX5995'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5995'THIS STATION IS ON WOCLS HILL ON THE PROPERTY OF RUDOLPH
 LX5995'WOCL.  TURN OFF ROUTE 82 AT THE HADLYME CHURCH.  GO EASTERLY 3/4
 LX5995'MILE TO WOCLS FARM, ON THE N SIDE OF THE HIGHWAY.  THE STATION
 LX5995'IS ON THE SMALL HILLOCK BEARING N 25 DEG W (MAGNETIC) FROM
 LX5995'THIS POINT.  IT IS IN THE SW CORNER OF THE THIRD FIELD, NOT
 LX5995'COUNTING THE DOORYARD, FROM THE HIGHWAY.  THE NEXT FIELD TO THE
 LX5995'WESTWARD IS THICKLY GROWN WITH CEDARS.  THE STATION IS NOT ON
 LX5995'ON THE HIGHEST PART OF THE HILL BUT IS ABOUT 16 METERS SE.
 LX5995'THE HIGH PART MARKS THE END OF THE STONE WASS AT WOCLS WESTERN
 LX5995'BOUNDARY.  A STONE FENCE IS 9.5 METERS W AND ANOTHER WALL
 LX5995'IS 7.5 METERS S OF THE STATION.  THE FENCE CORNERS BEARS S 40 W
 LX5995'(MAGETIC) AND IS 10.75 METERS DISTANT.
 LX5995'
 LX5995'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 LX5995'IN CONCRETE AS DESCRIBED IN NOTES 1A, AND 7A.  REFERENCE
 LX5995'MARK NO.2 AND REFERENCE MARK NO.3 ARE STANDARD BRONZE DISKS
 LX5995'SET IN A BOULDER AS DESCRIBED IN NOTES 12C.  REFERENCE MARK NO.1
 LX5995'IS A STANDARD BRONZE DISK SET IN OUTCROPPING BEDROCK AS DESCRIBED
 LX5995'IN NOTE 12A.
 LX5995'REFERENCE MARK NO.1 IS IN A SHELVING LEDGE, FLUSH WITH THE
 LX5995'GROUND, ON THE EASTERLY SLOPE OF THE HILL.  IT IS 20.7 METERS
 LX5995'N OF THE S FENCE.  IT BEARS N 40 DEG E (MAGNETIC).  REFERENCE
 LX5995'MARK NO.2 IS IN AN EMBEDDED BOULDER, FLUSH WITH THE GROUND
 LX5995'IN THE NEXT FIELD SOUTHERLY.  IT IS 28.4 METERS S OF THE
 LX5995'DIVISION FENCE AND 35.1 METERS E FO THE W BOUNDARY.  IT BEARS
 LX5995'SE (MAGNETIC).
 LX5995'
 LX5995'REFERENCE MARK NO.3 IS IN A ROUND TOPPED BOULDER ABOUT 28
 LX5995'METERS N OF THE HIGHWAY FENCE.  THE SW CORNER OF WOCLS BARN IS
 LX5995'26 METERS DISTANT AND THE SE CORNER 23 METERS DISTANT.  IT
 LX5995'BEARS S 40 DEG E (MAGNETIC).
 LX5995'
 LX5995'HEIGHT OF LIGHT ABOVE STATION MARK 13 METERS.
 LX5995
 LX5995                          STATION RECOVERY (1942)
 LX5995
 LX5995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX5995'STATION WAS RECOVERED AS DESCRIBED IN 1934, ALL MARKS WERE
 LX5995'FOUND IN GOOD CONDITION AND DISTANCES TO REFERENCE MARKS NO.1
 LX5995'AND 2 WERE FOUND TO BE CORRECTED.  REFERENCE MARK NO.3 WAS NOT
 LX5995'MEASURED TO BY THIS PARTY BUT IT IS APPROXIMATELY 0.2 MILE
 LX5995'SSE OF THE STATION.  THE 1934 DESCRIPTION TO REACH THE STATION
 LX5995'IS ADEQUATE AND CORRECT.
 LX5995
 LX5995                          STATION RECOVERY (1948)
 LX5995
 LX5995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5995'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED WITH ONE
 LX5995'EXCEPTION--
 LX5995'
 LX5995'THE BARN USED IN DESCRIBING THE LOCATION OF R.M. 3 HAS BEEN
 LX5995'REMOVED.  HOWEVER, THE FOUNDATION IS THERE AND CAN BE USED FOR
 LX5995'REFERENCE MEASUREMENTS.
 LX5995'
 LX5995'THE DESCRIPTION IS ADEQUATE.
 LX5995
 LX5995                          STATION RECOVERY (1971)
 LX5995
 LX5995'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5995'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 LX5995'ORIGINAL DESCRIPTION IS ADEQUATE EXCEPT THE STATION IS ON THE
 LX5995'NORTH SIDE OF CLARK HILL ROAD.  THE THIRD FIELD IS NOW COVERED
 LX5995'WITH SMALL TREES.
 LX5995
 LX5995                          STATION RECOVERY (1976)
 LX5995
 LX5995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 LX5995'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 LX5995'AND FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 LX5995'MARK 1 WAS FOUND GREATER BY 01 MINUTE 33 SECONDS AND THE
 LX5995'DIRECTION TO REFERENCE MARKS 2 AND 3 CHECKED.  THE DISTANCE
 LX5995'TO REFERENCE MARK 1 WAS FOUND SHORTER BY 0.005 OF A METER AND
 LX5995'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND SHORTER BY 0.468 OF
 LX5995'A METER.  THE 1942 DESCRIPTION STATES THAT THE MEASUREMENT
 LX5995'MADE TO REFERENCE MARK 2 AT THAT TIME WAS A SLOPE MEASUREMENT.
 LX5995'ALL DIRECTIONS AND MEASUREMENTS WERE COMPARED TO THE 1942
 LX5995'DATA.  DUE TO CHANGES, A COMPLETE NEW DESCRIPTION FOLLOWS.
 LX5995'
 LX5995'THE STATION IS ABOUT 3-1/2 MILES WEST OF NORTH PLAIN, 3-1/2
 LX5995'MILES SOUTHEAST OF EAST HADDAM, 2-1/2 MILES NORTHEAST OF
 LX5995'HADLYME, 1 MILE NORTH OF STATE HIGHWAY 82 AND ON PROPERTY
 LX5995'OWNED BY MRS. RUDOLPH WOCL.  PERSONS USING THIS STATION ARE
 LX5995'TO CONTACT MR. JOE JAHELKA, WHO LIVES ACROSS THE ROAD FROM
 LX5995'MRS. WOCL.  HIS ADDRESS IS ROUTE 2, OLD LYME, CONNECTICUT.
 LX5995'PHONE NUMBER 526-2148.
 LX5995'
 LX5995'TO REACH THE STATION FROM THE POST OFFICE IN HADLYME, AT THE
 LX5995'JUNCTION OF STATE HIGHWAYS 82 AND 148, GO NORTHWEST ON STATE
 LX5995'HIGHWAY 82 FOR 0.8 MILE TO CLARK HILL ROAD ON THE RIGHT.  TURN
 LX5995'RIGHT AND GO NORTHEAST ON CLARK HILL ROAD FOR 0.65 MILE TO
 LX5995'MRS. RUDOLPH WOCLS HOME ON THE LEFT.  TURN LEFT AND GO NORTH
 LX5995'ON A DRIVEWAY, PASSING TO THE EAST OF A BARN, TO A WOODEN GATE.
 LX5995'TO REACH REFERENCE MARK 3 FROM HERE, GO THROUGH THE GATE AND
 LX5995'GO NORTHEAST ACROSS A FIELD FOR ABOUT 200 FEET TO THE MARK AS
 LX5995'DESCRIBED).  GO THROUGH THE GATE AND CONTINUE NORTH ACROSS
 LX5995'THE FIELD FOR 0.15 MILE TO A GAP IN A ROCK FENCE.  GO THROUGH
 LX5995'THE GAP AND GO NORTHWEST THROUGH ANOTHER FIELD FOR 0.1 MILE
 LX5995'TO THE NORTHWEST CORNER OF THE FIELD AND THE STATION AS
 LX5995'DESCRIBED.
 LX5995'
 LX5995'STATION MARK, STAMPED---WOCL 1934---, IS A STANDARD DISK SET
 LX5995'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 LX5995'INCHES ABOVE THE GROUND SURFACE. IT IS 35 FEET NORTHEAST OF THE
 LX5995'T JUNCTION OF TWO ROCK FENCES, 29.2 FEET SOUTHEAST OF A 3-FOOT
 LX5995'OAK TREE WITH A WITNESS SIGN ATTACHED, 29 FEET EAST OF A ROCK
 LX5995'FENCE AND 23 FEET NORTH OF A ROCK FENCE.  THE 1934 DESCRIPTION
 LX5995'DOES NOT MENTION AN UNDERGROUND MARK.
 LX5995'
 LX5995'REFERENCE MARK 1, STAMPED---WOCL NO 1 1934---, IS A STANDARD
 LX5995'DISK CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH
 LX5995'THE GROUND SURFACE.  IT IS 65 FEET NORTH OF A ROCK FENCE, 8
 LX5995'FEET SOUTH-SOUTHWEST OF A SMALL TRIPLE TRUNKED TREE AND 2 FEET
 LX5995'NORTH-NORTHWEST OF A METAL WITNESS POST.
 LX5995'
 LX5995'REFERENCE MARK 2, STAMPED---WOCL NO 2 1934---, IS A STANDARD
 LX5995'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 LX5995'THE GROUND SURFACE.  IT IS 167 FEET SOUTHEAST OF THE T JUNCTION
 LX5995'OF THE TWO ROCK FENCES, 115 FEET EAST OF A ROCK FENCE AND 96
 LX5995'FEET SOUTH OF A ROCK FENCE.
 LX5995'
 LX5995'REFERENCE MARK 3, STAMPED---WOCL NO 3 1934---, IS A STANDARD
 LX5995'DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 1 FOOT
 LX5995'ABOVE THE GROUND SURFACE.  IT IS 122 FEET NORTH-NORTHWEST OF
 LX5995'THE CENTER OF CLARK HILL ROAD, 92.5 FEET NORTH-NORTHWEST OF A
 LX5995'WOODEN GATE, 30.3 FEET SOUTH-SOUTHEAST OF A PEACH TREE AND 28.5
 LX5995'FEET EAST-SOUTHEAST OF A METAL WITNESS POST.
 LX5995'
 LX5995'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 30.5 METERS.
 LX5995'
 LX5995'DESCRIBED BY A. G. THACKER
 LX5995
 LX5995                          STATION RECOVERY (1998)
 LX5995
 LX5995'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5995'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5989 ***********************************************************************
 LX5989  DESIGNATION -  WOCLS BARN GABLE
 LX5989  PID         -  LX5989
 LX5989  STATE/COUNTY-  CT/MIDDLESEX
 LX5989  USGS QUAD   -  DEEP RIVER (1971)
 LX5989
 LX5989                         *CURRENT SURVEY CONTROL
 LX5989  ___________________________________________________________________
 LX5989* NAD 83(1996)-  41 26 12.81904(N)    072 23 34.58482(W)     ADJUSTED  
 LX5989* NAVD 88     -                                                        
 LX5989  ___________________________________________________________________
 LX5989  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 LX5989  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX5989
 LX5989  HORZ ORDER  -  THIRD
 LX5989
 LX5989.The horizontal coordinates were established by classical geodetic methods
 LX5989.and adjusted by the National Geodetic Survey in August 1998..
 LX5989
 LX5989
 LX5989.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5989
 LX5989.The geoid height was determined by GEOID03.
 LX5989
 LX5989;                    North         East     Units Scale Factor Converg.
 LX5989;SPC CT       -   219,492.116   334,642.110   MT  0.99998456   +0 14 12.3
 LX5989;SPC CT       -   720,117.05  1,097,904.99   sFT  0.99998456   +0 14 12.3
 LX5989;UTM  18      - 4,590,539.000   717,812.993   MT  1.00018389   +1 43 33.7
 LX5989
 LX5989                          SUPERSEDED SURVEY CONTROL
 LX5989
 LX5989  NAD 83(1992)-  41 26 12.81821(N)    072 23 34.58451(W) AD(       ) 4
 LX5989  NAD 83(1986)-  41 26 12.81994(N)    072 23 34.58742(W) AD(       ) 4
 LX5989  NAD 27      -  41 26 12.46000(N)    072 23 36.30000(W) AD(       ) 3
 LX5989
 LX5989.Superseded values are not recommended for survey control.
 LX5989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5989.See file dsdata.txt to determine how the superseded data were derived.
 LX5989
 LX5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1781390539(NAD 83)
 LX5989
 LX5989  HISTORY     - Date     Condition        Report By
 LX5989  HISTORY     - 1934     MONUMENTED       CGS
 LX5989  HISTORY     - 1971     SEE DESCRIPTION  CTGS
 LX5989  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 LX5989
 LX5989                          STATION DESCRIPTION
 LX5989
 LX5989'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5989'THE UNUSED TOBACCO BARN ON THE FARM OF RUDOLPH WOCL IS THE MOST
 LX5989'NORTHEASTERLY OF THE GROUP OF BUILDINGS ON THE PLACE.  THE BARN
 LX5989'IS ABOUT 70 FEET BY 24 FEET AND IS UNPAINTED.  THE GABLES FACE
 LX5989'E AND W.
 LX5989'
 LX5989'CENTER IS THE APEX OF THE W GABLE.  IT IS ABOUT 60 METERS N OF
 LX5989'THE CENTER LINE OF THE HIGHWAY.
 LX5989'
 LX5989'DETERMINED BY ANGLE AND DISTANCE FROM TRIANGULATION STATION WOCL.
 LX5989
 LX5989                          STATION RECOVERY (1971)
 LX5989
 LX5989'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971 (BGW)
 LX5989'DESTROYED
 LX5989
 LX5989                          STATION RECOVERY (1997)
 LX5989
 LX5989'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7183 ***********************************************************************
 LX7183  DESIGNATION -  WOLCOTT
 LX7183  PID         -  LX7183
 LX7183  STATE/COUNTY-  CT/NEW HAVEN
 LX7183  USGS QUAD   -  SOUTHINGTON (1992)
 LX7183
 LX7183                         *CURRENT SURVEY CONTROL
 LX7183  ___________________________________________________________________
 LX7183* NAD 83(1996)-  41 36 05.53141(N)    072 58 03.63691(W)     ADJUSTED  
 LX7183* NAVD 88     -       264.0    (meters)     866.     (feet)  VERTCON   
 LX7183  ___________________________________________________________________
 LX7183  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 LX7183  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 LX7183
 LX7183  HORZ ORDER  -  FIRST
 LX7183
 LX7183.The horizontal coordinates were established by classical geodetic methods
 LX7183.and adjusted by the National Geodetic Survey in August 1998..
 LX7183
 LX7183.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7183
 LX7183.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7183
 LX7183.The geoid height was determined by GEOID03.
 LX7183
 LX7183;                    North         East     Units Scale Factor Converg.
 LX7183;SPC CT       -   237,738.844   286,654.151   MT  0.99998384   -0 08 39.6
 LX7183;SPC CT       -   779,981.52    940,464.49   sFT  0.99998384   -0 08 39.6
 LX7183;UTM  18      - 4,607,531.563   669,362.374   MT  0.99995299   +1 20 58.8
 LX7183
 LX7183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7183!SPC CT       -   0.99996315  x   0.99998384  =   0.99994699
 LX7183!UTM  18      -   0.99996315  x   0.99995299  =   0.99991614
 LX7183
 LX7183|---------------------------------------------------------------------|
 LX7183| PID    Reference Object                     Distance      Geod. Az  |
 LX7183|                                                           dddmmss.s |
 LX7183| CZ8130 WOLCOTT RM 2                         41.285 METERS 06625     |
 LX7183| CZ8131 WOLCOTT RM 3                         31.245 METERS 12239     |
 LX7183| CZ8128 WOLCOTT AZ MK                                      2743727.7 |
 LX7183| CZ8129 WOLCOTT RM 1                         36.556 METERS 30617     |
 LX7183|---------------------------------------------------------------------|
 LX7183
 LX7183                          SUPERSEDED SURVEY CONTROL
 LX7183
 LX7183  NAD 83(1992)-  41 36 05.53096(N)    072 58 03.63713(W) AD(       ) 1
 LX7183  NAD 83(1986)-  41 36 05.53284(N)    072 58 03.63908(W) AD(       ) 1
 LX7183  NAD 27      -  41 36 05.18400(N)    072 58 05.27000(W) AD(       ) 1
 LX7183  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 LX7183
 LX7183.Superseded values are not recommended for survey control.
 LX7183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7183.See file dsdata.txt to determine how the superseded data were derived.
 LX7183
 LX7183_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6936207532(NAD 83)
 LX7183
 LX7183  HISTORY     - Date     Condition        Report By
 LX7183  HISTORY     - 1938     MONUMENTED       CTGS
 LX7183  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX7183  HISTORY     - 1970     SEE DESCRIPTION  CTGS
 LX7183  HISTORY     - 1981     GOOD             NGS
 LX7183
 LX7183                          STATION DESCRIPTION
 LX7183
 LX7183'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938
 LX7183'STATION IS A BRONZE DISK, STAMPED WOLCOTT-1938, SET IN A DRILL
 LX7183'HOLE ON A LARGE LEDGE ABOUT 30 FEET BY 10 FEET.  THE STATION
 LX7183'IS ON THE S END OF THE LEDGE NOT QUITE ON THE HIGHEST PART
 LX7183'OF THE SAID LEDGE.  THE STATION IS ABOUT 3/4 MILE E OF THE
 LX7183'CENTER OF WOLCOTT, A SMALL TOWN ABOUT 5 MILES NNE OF WATERBURY.
 LX7183'
 LX7183'REFERENCE MARK NO. 1 IS A BRONZE DISK, STAMPED WOLCOTT-NO. 1-1938,
 LX7183'WEDGED IN A DRILL HOLE IN A LARGE BOULDER 5 FEET BY 3 FEET AND
 LX7183'1-1/2 FEET ABOVE THE GROUND, 119.96 FEET N OF THE STATION.
 LX7183'
 LX7183'REFERENCE MARK NO. 2 IS A BRONZE DISK, STAMPED WOLCOTT-NO. 1-1938,
 LX7183'SET IN A DRILL HOLE IN A BOULDER 2 FEET BY 1 FOOT AND 1 FOOT
 LX7183'ABOVE THE GROUND, 132.18 FEET E OF THE STATION.
 LX7183'
 LX7183'REFERENCE MARK NO. 3 IS A BRONZE DISK, STAMPED WOLCOTT-NO. 1-1938,
 LX7183'WEDGED IN A DRILL HOLE IN LEDGE ABOUT 2 FEET BY 1 FOOT AND
 LX7183'FLUSH WITH THE GROUND, 102.48 FEET S OF THE STATION.
 LX7183'
 LX7183'TO REACH FROM THE INTERSECTION OF ROUTES 69 AND 14 IN WATERBURY,
 LX7183'GO NE ON ROUTE 69 (UPHILL) 4.8 MILES TO SIGN WOLCOTT POINTING
 LX7183'RIGHT (E).  TURN RIGHT HERE AND GO 0.7 MILE TO THE CENTER OF
 LX7183'WOLCOTT (A CHURCH AND SCHOOL AROUND A SMALL GREEN).  TAKE ROAD
 LX7183'AT LEFT (NE) OF GREEN (BY SMALL CANNON) AND GO ENE 0.1 MILE TO
 LX7183'END OF IMPROVED ROAD.  CONTINUE STRAIGHT (ENE) 0.1 MILE TO
 LX7183'Y.  CONTINUE STRAIGHT (ENE) TO ANOTHER Y.  BEAR LEFT AND GO
 LX7183'0.05 MILE TO CREST OF HILL AND STATION ON HIGH POINT 100 FEET
 LX7183'S.
 LX7183'
 LX7183'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 LX7183
 LX7183                          STATION RECOVERY (1942)
 LX7183
 LX7183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX7183'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 LX7183'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED
 LX7183'AND FOUND TO BE CORRECT.  A NEW AZIMUTH MARK WAS SET BY THIS
 LX7183'PARTY AS DESCRIBED BELOW.
 LX7183'
 LX7183'AZIMUTH MARK IS ABOUT 0.3 MILE W OF THE STATION, 15.5 FEET SW
 LX7183'OF THE CENTER OF THE ROAD, 31.5 FEET E OF POWER POLE NO. 1445,
 LX7183'15 FEET W OF J.M. BRONSONS MAIL BOX AND SET IN LARGE BEDROCK (NOTE
 LX7183'12A).  THE DISK IS STAMPED WOLCOTT 1942.
 LX7183'
 LX7183'TO REACH AZIMUTH MARK FROM THE STATION, GO WESTERLY ON
 LX7183'UPSON ROAD 0.15 MILE TO BLACK-TOP ROAD, TURN RIGHT ON BLACK-TOP
 LX7183'ROAD AND GO 0.1 MILE TO AZIMUTH ON THE LEFT SIDE OF THE ROAD
 LX7183'AND ABOUT 75 FEET N OF MR. BRONSONS HOUSE.
 LX7183
 LX7183                          STATION RECOVERY (1970)
 LX7183
 LX7183'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1970 (AK)
 LX7183'WOLCOTT 1938 THE STATION WAS RECOVERED IN GOOD CONDITION.
 LX7183'
 LX7183'STATION IS A STANDARD DISK STAMPED WOLCOTT 1938 SET IN A DRILL
 LX7183'HOLE ON A LARGE LEDGE.  THE STATION IS ABOUT 0.2 MILE EAST OF
 LX7183'THE CENTER OF WOLCOTT, A SMALL TOWN ABOUT 5 MILES NNE OF WATERBURY.
 LX7183'
 LX7183'TO REACH FROM THE INTERSECTION OF ROUTE 322 (CENTER STREET) AND
 LX7183'ROUTE 69 (WOLCOTT ROAD) GO EASTERLY ON ROUTE 322 FOR 0.9 MILE
 LX7183'TO THE INTERSECTION OF UPSON ROAD, A GRAVEL ROAD WHICH IS 0.2
 LX7183'MILE EAST OF WOLCOTT CENTER AND ABOUT 400 FT EAST OF CATERING
 LX7183'ROAD.  GO LEFT (EASTERLY) ON UPSON ROAD 0.1 MILE TO TOP OF
 LX7183'HILL.  STATION IS ABOUT 150 FT RIGHT (S.E.) OF UPSON ROAD.  THE
 LX7183'TOP OF THE HILL IS OVERGROWN WITH HARDWOODS.
 LX7183
 LX7183                          STATION RECOVERY (1981)
 LX7183
 LX7183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7183'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 LX7183'IN GOOD CONDITION.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 LX7183'CONDITION BUT IS BLOCKED BY TIMBER.
 LX7183'A DIFFERENCE OF 4 MINUTES LARGER ANGLE BETWEEN REFERENCE MARKS
 LX7183'1 AND 2 AND 2.76 FEET (0.841 M) LONGER IN MEASUREMENT TO REFERENCE
 LX7183'MARK 2.  AN ADEQUATE MEASUREMENT WAS MADE TO REFERENCE MARK 1.
 LX7183'A SMALLER ANGLE OF 3 MINUTES, 38 SECONDS BETWEEN REFERENCE MARKS
 LX7183'2 AND 3, AN ADEQUATE MEASUREMENT MADE TO REFERENCE MARK 3.
 LX7183'THE STATION IS LOCATED ABOUT 1.3 KM (0.8 MI) EAST OF THE TOWN OF
 LX7183'WOLCOTT ON WOODED HILL, NORTH SIDE OF STATE HIGHWAY 322.
 LX7183'OWNERSHIP--MR RICHARD ZERCIE, 321 CENTER ST,
 LX7183'WOLCOTT CT 06716, PHONE 879-4248.
 LX7183'
 LX7183'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 69 AND
 LX7183'322 IN WOLCOTT.  GO EAST ON HIGHWAY 322 FOR 1.1 KM (0.7 MI)
 LX7183'TO WOLCOTT TOWN HALL ON THE RIGHT, CONTINUE AHEAD ON HIGHWAY 322
 LX7183'FOR 0.2 KM (0.15 MI) TO THE AZMUTH MARK ON THE RIGHT, CONTINUE
 LX7183'AHEAD FOR 0.1 KM (0.05 MI) TO A GRAVEL ROAD ON THE LEFT
 LX7183'(UPSON ROAD).  TURN LEFT ON GRAVEL ROAD, PROCEED FOR 0.2 KM (0.1
 LX7183'MI) TO TOP OF RIDGE.  PACK SOUTHEAST FOR ABOUT 150 FEET (45 METERS)
 LX7183'TO STATION.
 LX7183'
 LX7183'THE STATION IS A STANDARD NGS DISK
 LX7183'STAMPED---WOLCOTT 1938---,
 LX7183'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7183'FLUSH WITH GROUND.  IT IS LOCATED
 LX7183'44.8 METERS (147 FT) EAST-SOUTHEAST FROM EDGE OF A WOODS ROAD
 LX7183'
 LX7183'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7183'STAMPED---WOLCOTT NO 1 1938---,
 LX7183'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7183'8.5 METERS (28 FT) SOUTH FROM EDGE OF THE WOODS ROAD.
 LX7183'MARK IS BELOW STATION 1.2 METERS.
 LX7183'
 LX7183'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7183'STAMPED---WOLCOTT NO 2 1938---,
 LX7183'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7183'3.5 METERS (11.5 FT) NORTH-NORTHWEST FROM A LARGE BOULDER.
 LX7183'MARK IS BELOW STATION 5 METERS.
 LX7183'
 LX7183'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX7183'STAMPED---WOLCOTT NO 3 1938---,
 LX7183'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7183'15.9 METERS (52.2 FT) NORTH FROM A 30 CM DIAMETER TREE AND
 LX7183'3.4 METERS (11.2 FT) WEST-SOUTHWEST FROM A 10 CM FORKED
 LX7183'TREE.
 LX7183'MARK IS BELOW STATION 1.5 METERS.
 LX7183'
 LX7183'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7199 ***********************************************************************
 LX7199  DESIGNATION -  WOLCOTT SPINDLE HILL MICROWAVE
 LX7199  PID         -  LX7199
 LX7199  STATE/COUNTY-  CT/NEW HAVEN
 LX7199  USGS QUAD   -  SOUTHINGTON (1992)
 LX7199
 LX7199                         *CURRENT SURVEY CONTROL
 LX7199  ___________________________________________________________________
 LX7199* NAD 83(1996)-  41 37 14.41188(N)    072 58 05.34743(W)     ADJUSTED  
 LX7199* NAVD 88     -                                                        
 LX7199  ___________________________________________________________________
 LX7199  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LX7199  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 LX7199
 LX7199  HORZ ORDER  -  THIRD
 LX7199
 LX7199.The horizontal coordinates were established by classical geodetic methods
 LX7199.and adjusted by the National Geodetic Survey in August 1998..
 LX7199
 LX7199
 LX7199.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7199
 LX7199.The geoid height was determined by GEOID03.
 LX7199
 LX7199;                    North         East     Units Scale Factor Converg.
 LX7199;SPC CT       -   239,863.976   286,619.906   MT  0.99998429   -0 08 40.7
 LX7199;SPC CT       -   786,953.73    940,352.14   sFT  0.99998429   -0 08 40.7
 LX7199;UTM  18      - 4,609,655.013   669,272.727   MT  0.99995262   +1 20 59.5
 LX7199
 LX7199                          SUPERSEDED SURVEY CONTROL
 LX7199
 LX7199  NAD 83(1992)-  41 37 14.41154(N)    072 58 05.34767(W) AD(       ) 4
 LX7199  NAD 83(1986)-  41 37 14.41317(N)    072 58 05.34937(W) AD(       ) 4
 LX7199  NAD 27      -  41 37 14.06365(N)    072 58 06.97426(W) AD(       ) 3
 LX7199
 LX7199.Superseded values are not recommended for survey control.
 LX7199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7199.See file dsdata.txt to determine how the superseded data were derived.
 LX7199
 LX7199_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6927309655(NAD 83)
 LX7199_MARKER: 44 = MICROWAVE MAST
 LX7199
 LX7199  HISTORY     - Date     Condition        Report By
 LX7199  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7199
 LX7199                          STATION DESCRIPTION
 LX7199
 LX7199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7199'THE STATION, IS THE TWIN LIGHTS ON A POLE (NOT CENTERED)
 LX7199'ATOP THE WOLCOTT SPINDLE HILL AMERICAN TELEPHONE AND
 LX7199'TELEGRAPH RADIO STATION 40 MICROWAVE TOWER, WHICH IS AN
 LX7199'UNPAINTED, 4 LEGGED, 27.4 METERS (90 FT) HIGH TOWER.
 LX7199'
 LX7199'THE STATION IS LOCATED 6.4 KM (4 MI) SOUTH-SOUTHWEST OF BRISTOL,
 LX7199'2.8 KM (1.75 MI) NORTH-NORTHEAST OF WOLCOTT, 0.1 KM (0.05 MI)
 LX7199'SOUTHEAST OF STATE HIGHWAY 69.
 LX7199'OWNERSHIP--AMERICAN TELEPHONE AND TELEGRAPH INCORPORATED,
 LX7199'WOLCOTT CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7195 ***********************************************************************
 LX7195  DESIGNATION -  WOLCOTT TELESYSTEMS INC MAST
 LX7195  PID         -  LX7195
 LX7195  STATE/COUNTY-  CT/NEW HAVEN
 LX7195  USGS QUAD   -  SOUTHINGTON (1992)
 LX7195
 LX7195                         *CURRENT SURVEY CONTROL
 LX7195  ___________________________________________________________________
 LX7195* NAD 83(1996)-  41 34 34.29846(N)    072 57 21.88060(W)     ADJUSTED  
 LX7195* NAVD 88     -                                                        
 LX7195  ___________________________________________________________________
 LX7195  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX7195  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX7195
 LX7195  HORZ ORDER  -  THIRD
 LX7195
 LX7195.The horizontal coordinates were established by classical geodetic methods
 LX7195.and adjusted by the National Geodetic Survey in August 1998..
 LX7195
 LX7195
 LX7195.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7195
 LX7195.The geoid height was determined by GEOID03.
 LX7195
 LX7195;                    North         East     Units Scale Factor Converg.
 LX7195;SPC CT       -   234,921.857   287,614.376   MT  0.99998342   -0 08 11.9
 LX7195;SPC CT       -   770,739.46    943,614.83   sFT  0.99998342   -0 08 11.9
 LX7195;UTM  18      - 4,604,740.642   670,395.672   MT  0.99995731   +1 21 24.1
 LX7195
 LX7195                          SUPERSEDED SURVEY CONTROL
 LX7195
 LX7195  NAD 83(1992)-  41 34 34.29788(N)    072 57 21.88083(W) AD(       ) 4
 LX7195  NAD 83(1986)-  41 34 34.29982(N)    072 57 21.88267(W) AD(       ) 4
 LX7195  NAD 27      -  41 34 33.94979(N)    072 57 23.50980(W) AD(       ) 3
 LX7195
 LX7195.Superseded values are not recommended for survey control.
 LX7195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7195.See file dsdata.txt to determine how the superseded data were derived.
 LX7195
 LX7195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM7039604741(NAD 83)
 LX7195_MARKER: 44 = MICROWAVE MAST
 LX7195
 LX7195  HISTORY     - Date     Condition        Report By
 LX7195  HISTORY     - 1981     FIRST OBSERVED   NGS
 LX7195
 LX7195                          STATION DESCRIPTION
 LX7195
 LX7195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7195'THE STATION, IS THE LIGHT ATOP THE WOLCOTT BRISTOL CABLE
 LX7195'TELEVISION MAST WHICH IS A RED AND WHITE, GUYED, 73.1 METERS
 LX7195'(240 FT) HIGH MAST, WITH 2 DISHES AT THE TOP FACING NORTHEAST AND
 LX7195'2 REFLECTORS AT THE 30.5 METERS (100 FT) LEVEL.
 LX7195'
 LX7195'THE STATION IS LOCATED 6.8 KM (4.25 MI) WEST-SOUTHWEST OF
 LX7195'SOUTHINGTON, 4 KM (2.5 MI) SOUTHEAST OF WOLCOTT, 0.4 KM
 LX7195'(0.25 MI) WEST OF STATE HIGHWAY 322, IN A WOODED VALLEY.
 LX7195'OWNERSHIP--WOLCOTT TELESYSTEMS INCORPORATED, WOLCOTT CT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5983 ***********************************************************************
 LX5983  DESIGNATION -  WOLF CASINO GABLE
 LX5983  PID         -  LX5983
 LX5983  STATE/COUNTY-  CT/MIDDLESEX
 LX5983  USGS QUAD   -  DEEP RIVER (1971)
 LX5983
 LX5983                         *CURRENT SURVEY CONTROL
 LX5983  ___________________________________________________________________
 LX5983* NAD 83(1996)-  41 27 00.42611(N)    072 25 49.61479(W)     ADJUSTED  
 LX5983* NAVD 88     -                                                        
 LX5983  ___________________________________________________________________
 LX5983  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LX5983  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 LX5983
 LX5983  HORZ ORDER  -  THIRD
 LX5983
 LX5983.The horizontal coordinates were established by classical geodetic methods
 LX5983.and adjusted by the National Geodetic Survey in August 1998..
 LX5983
 LX5983
 LX5983.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5983
 LX5983.The geoid height was determined by GEOID03.
 LX5983
 LX5983;                    North         East     Units Scale Factor Converg.
 LX5983;SPC CT       -   220,948.521   331,501.912   MT  0.99998420   +0 12 42.8
 LX5983;SPC CT       -   724,895.27  1,087,602.52   sFT  0.99998420   +0 12 42.8
 LX5983;UTM  18      - 4,591,913.550   714,635.391   MT  1.00016697   +1 42 05.8
 LX5983
 LX5983                          SUPERSEDED SURVEY CONTROL
 LX5983
 LX5983  NAD 83(1992)-  41 27 00.42531(N)    072 25 49.61453(W) AD(       ) 4
 LX5983  NAD 83(1986)-  41 27 00.42700(N)    072 25 49.61715(W) AD(       ) 4
 LX5983  NAD 27      -  41 27 00.07000(N)    072 25 51.32000(W) AD(       ) 3
 LX5983
 LX5983.Superseded values are not recommended for survey control.
 LX5983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5983.See file dsdata.txt to determine how the superseded data were derived.
 LX5983
 LX5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1463591914(NAD 83)
 LX5983
 LX5983  HISTORY     - Date     Condition        Report By
 LX5983  HISTORY     - 1934     MONUMENTED       CGS
 LX5983  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5983  HISTORY     - 1984     GOOD             USPSQD
 LX5983  HISTORY     - 19900407 GOOD             USPSQD
 LX5983  HISTORY     - 19970603 GOOD             USPSQD
 LX5983  HISTORY     - 19980308 GOOD             USPSQD
 LX5983
 LX5983                          STATION DESCRIPTION
 LX5983
 LX5983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5983'THE CASINO OF THE SUMMER CAMP BELONGING TO CHARLES WOLF IS ON
 LX5983'THE E SIDE OF ROUTE 82, 2.0 MILES N OF THE HADLYME CHURCH.
 LX5983'
 LX5983'THE BUILDING IS TWO-STORIES HIGH WITH A SMALL ONE-STORY WING
 LX5983'AT BOTH THE N AND S ENDS.  IT IS PAINTED WHITE WITH GREEN
 LX5983'TRIM.  THE ROOF IS VARIEGATED REDDISH SHINGLES.  GABLE ENDS OF
 LX5983'THE BUILDING FACE N AND S.
 LX5983'
 LX5983'THERE IS A CONCRETE TENNIS COURT BETWEEN THE CASINO AND THE
 LX5983'HIGHWAY.
 LX5983'
 LX5983'CENTER IS THE APEX OF THE N GABLE.  IT IS ABOUT 40 METERS E OF
 LX5983'THE CENTER LINE OF THE ROAD.
 LX5983
 LX5983                          STATION RECOVERY (1948)
 LX5983
 LX5983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5983'STATION RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.
 LX5983
 LX5983                          STATION RECOVERY (1984)
 LX5983
 LX5983'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX5983'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5983'AND ACCURATE.
 LX5983
 LX5983                          STATION RECOVERY (1990)
 LX5983
 LX5983'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX5983'RECOVERED IN GOOD CONDITION.
 LX5983
 LX5983                          STATION RECOVERY (1997)
 LX5983
 LX5983'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5983'RECOVERED IN GOOD CONDITION.
 LX5983
 LX5983                          STATION RECOVERY (1998)
 LX5983
 LX5983'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX5983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5762 ***********************************************************************
 LX5762  DESIGNATION -  WOOD
 LX5762  PID         -  LX5762
 LX5762  STATE/COUNTY-  CT/NEW LONDON
 LX5762  USGS QUAD   -  HAMBURG (1984)
 LX5762
 LX5762                         *CURRENT SURVEY CONTROL
 LX5762  ___________________________________________________________________
 LX5762* NAD 83(1996)-  41 23 51.81020(N)    072 21 32.21473(W)     ADJUSTED  
 LX5762* NAVD 88     -       130.7    (meters)     429.     (feet)  VERTCON   
 LX5762  ___________________________________________________________________
 LX5762  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 LX5762  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX5762
 LX5762  HORZ ORDER  -  FIRST
 LX5762
 LX5762.The horizontal coordinates were established by classical geodetic methods
 LX5762.and adjusted by the National Geodetic Survey in August 1998..
 LX5762
 LX5762.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX5762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX5762
 LX5762.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5762
 LX5762.The geoid height was determined by GEOID03.
 LX5762
 LX5762;                    North         East     Units Scale Factor Converg.
 LX5762;SPC CT       -   215,154.322   337,502.656   MT  0.99998594   +0 15 33.4
 LX5762;SPC CT       -   705,885.47  1,107,289.96   sFT  0.99998594   +0 15 33.4
 LX5762;UTM  18      - 4,586,276.099   720,785.873   MT  1.00019994   +1 44 49.9
 LX5762
 LX5762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX5762!SPC CT       -   0.99998424  x   0.99998594  =   0.99997018
 LX5762!UTM  18      -   0.99998424  x   1.00019994  =   1.00018418
 LX5762
 LX5762:                Primary Azimuth Mark                     Grid Az
 LX5762:SPC CT       -  LYME AT AND T MICROWAVE                  095 50 21.4
 LX5762:UTM  18      -  LYME AT AND T MICROWAVE                  094 21 04.9
 LX5762
 LX5762|---------------------------------------------------------------------|
 LX5762| PID    Reference Object                     Distance      Geod. Az  |
 LX5762|                                                           dddmmss.s |
 LX5762| LX5773 LYME AT AND T MICROWAVE             APPROX. 6.1 KM 0960554.8 |
 LX5762| CZ8133 WOOD RM 2                            23.322 METERS 13637     |
 LX5762| LX5789 WILSONS GABLE                       APPROX. 4.1 KM 1474307.3 |
 LX5762| LX5785 HARDINGS WHITE SILO                 APPROX. 4.5 KM 1534555.0 |
 LX5762| LX5813 LORDS BARN GABLE                    APPROX. 3.4 KM 1594919.4 |
 LX5762| LX5815 ELYS CHIMNEY                        APPROX. 4.6 KM 1641133.3 |
 LX5762| LX5800 227                                 APPROX. 7.2 KM 1802638.9 |
 LX5762| LX5837 MEADOW TREE                         APPROX. 6.2 KM 1823903.4 |
 LX5762| LX5905 ESSEX SCHOOL CUPOLA                 APPROX. 5.6 KM 2112718.4 |
 LX5762| LX5921 ESSEX CONN WATER STANDPIPE          APPROX. 5.8 KM 2171452.0 |
 LX5762| LX5907 MC CUTCHEONS CHIMNEY                APPROX. 4.6 KM 2205647.7 |
 LX5762| LX5886 SUDAS SHOP CUPOLA                   APPROX. 3.6 KM 2225339.9 |
 LX5762| LX6003 HALLS BARN GABLE                    APPROX. 3.2 KM 2324807.5 |
 LX5762| LX5996 FINKELDEYS CHIMNEY                  APPROX. 3.4 KM 2440041.3 |
 LX5762| CZ8132 WOOD RM 1                            16.678 METERS 25041     |
 LX5762| LX5967 DEEP RIVER SCHOOL CUPOLA            APPROX. 6.4 KM 2582601.2 |
 LX5762| LX5952 HOWARDS CHIMNEY                     APPROX. 5.9 KM 2584611.5 |
 LX5762| LX6072 BLACKS TURRET                       APPROX. 6.4 KM 2611618.3 |
 LX5762| LX5974 R L SELDENS GABLE                   APPROX. 6.2 KM 2622124.6 |
 LX5762| LX5981 SAINT JOHNS SCH BARN VENT           APPROX. 6.0 KM 2683027.0 |
 LX5762| LX5972 ST JOHNS SCHOOL TOWER               APPROX. 6.1 KM 2694644.8 |
 LX5762| LX5960 RIAN JAMES GABLE                    APPROX. 3.4 KM 2771057.4 |
 LX5762| LX6024 STORYS BARN CUPOLA                  APPROX. 7.7 KM 2773039.9 |
 LX5762| LX5950 GILLETTES TOWER                     APPROX. 6.4 KM 2945846.7 |
 LX5762| LX5763 MILLINGTON                          APPROX. 6.9 KM 3583711.1 |
 LX5762|---------------------------------------------------------------------|
 LX5762
 LX5762                          SUPERSEDED SURVEY CONTROL
 LX5762
 LX5762  NAD 83(1992)-  41 23 51.80930(N)    072 21 32.21439(W) AD(       ) 1
 LX5762  NAD 83(1986)-  41 23 51.81103(N)    072 21 32.21749(W) AD(       ) 1
 LX5762  NAD 27      -  41 23 51.45718(N)    072 21 33.91813(W) AD(       ) 1
 LX5762  NGVD 29 (07/19/86)  131.0    (m)          430.     (f) VERT ANG       
 LX5762
 LX5762.Superseded values are not recommended for survey control.
 LX5762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5762.See file dsdata.txt to determine how the superseded data were derived.
 LX5762
 LX5762_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL2078686276(NAD 83)
 LX5762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX5762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX5762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX5762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX5762+STABILITY: SURFACE MOTION
 LX5762
 LX5762  HISTORY     - Date     Condition        Report By
 LX5762  HISTORY     - 1934     MONUMENTED       CGS
 LX5762  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX5762  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX5762  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX5762  HISTORY     - 1975     SEE DESCRIPTION  NGS
 LX5762
 LX5762                          STATION DESCRIPTION
 LX5762
 LX5762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5762'THIS STATION IS ON THE WESTERLY SLOPE OF MT. ARCHER, IN THE
 LX5762'SECTION KNOWN LOCALLY AS HONEY HILL OR SMITH PLAIN.  THE
 LX5762'PROPERTY IS OWNED BY CHARLES B. WOOD, 5420 HYDE PARK BOULEVARD,
 LX5762'CHICAGO, ILLINOIS.
 LX5762'
 LX5762'SURFACE, UNDERGROUND, AND REFERENCE MARK NO. 1 ARE STANDARD
 LX5762'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A,
 LX5762'AND 11A.
 LX5762'
 LX5762'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN A BOULDER
 LX5762'AS DESCRIBED IN NOTE 12C.
 LX5762'
 LX5762'LEAVING THE BRIDGE AT THE HEAD OF HAMBURG COVE BY THE HAMBURG
 LX5762'HADLYME ROAD, GO 1.1 MILES.  TURN RIGHT INTO A WOOD ROAD.  THIS
 LX5762'ROAD IS FURTHER MARKED BY A PINE PLANTATION IN THE NEXT FIELD
 LX5762'TO THE WESTWARD.  GO 0.7 MILE TO ROBIN ORCHARD.  THE
 LX5762'REMAINS OF A HOUSE FOUNDATION AND AN OLD ORCHARD MARK THIS
 LX5762'SPOT.  BEAR RIGHT AND GO 0.3 MILE TO THE LOCATION OF THE
 LX5762'STATION.  THE STATION IS IN A FAIRLY OPEN FIELD WITH SPARSE
 LX5762'CEDAR GROWTH AND MANY WILD BERRY BUSHES.  LARGE TWIN OAKS, IN
 LX5762'THE FENCE LINE TO THE EASTWARD ARE GUIDES TO THE GENERAL
 LX5762'LOCATION OF THE STATION.  THE TWIN OAKS BEAR N 56 DEG E
 LX5762'(MAGNETIC) AND ARE 53.9 METERS DISTANT.  THE 30-INCH OAK
 LX5762'BEARS S 55 DEG E (MAGNETIC) AND IS 58.7 METERS DISTANT.
 LX5762'SURFACE MARK IS IN A CONCRETE SHAFT.
 LX5762'
 LX5762'REFERENCE MARK NO. 1 IS IN A BOULDER BEARING S 85 DEG W
 LX5762'(MAGNETIC).  REFERENCE MARK NO. 2 BEARS S 32 DEG E (MAGNETIC).
 LX5762'
 LX5762'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 LX5762
 LX5762                          STATION RECOVERY (1942)
 LX5762
 LX5762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX5762'STATION WAS RECOVERED AS DESCRIBED BY G.C.M., 1934.  THE
 LX5762'SURFACE, UNDERGROUND AND REFERENCE MARK NO. 1 ARE BRONZE DISKS
 LX5762'SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A,
 LX5762'RESPECTIVELY.  A BRONZE REFERENCE POST WAS PLACED 4.0 FEET N
 LX5762'OF THE STATION MARK BY THIS PARTY.  REFERENCE MARK NO. 2 IS A
 LX5762'BRONZE REFERENCE DISK SET IN A BOULDER AS DESCRIBED IN NOTE 12C.
 LX5762'
 LX5762'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 LX5762'
 LX5762'STATION MAY ALSO BE REACHED FROM THE POST OFFICE IN THE
 LX5762'VILLAGE OF HAMBURG BY GOING N ON STATE HIGHWAY 86 FOR 0.7 MILE
 LX5762'TO A MACADAM ROAD LEFT, TURN SHARP LEFT AND GO 1.25 MILES
 LX5762'TO A BAR GATE ON THE RIGHT OPPOSITE A YELLOW HOUSE, TURN
 LX5762'RIGHT AND PASS THROUGH THE GATE FOLLOWING A DIM ROAD UP GRADE FOR
 LX5762'0.1 MILE TO A SMALL CLEARING, THEN BEAR LEFT ON THE DIM ROAD
 LX5762'FOR 0.3 MILE TO A WIRE GATE AND OPENING IN A ROCK FENCE.  PASS
 LX5762'THROUGH THE OPENING AND FOLLOW THE DIM TRAIL ROAD FOR 0.2 MILE
 LX5762'TO AN OLD HOUSE FOUNDATION.  SWING RIGHT ON A VERY DIM ROAD
 LX5762'AND FOLLOW A WELL BLAZED TRAIL FOR 0.25 MILE TO THE STATION.
 LX5762
 LX5762                          STATION RECOVERY (1948)
 LX5762
 LX5762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5762'STATION AND REFERENCE MARKS RECOVERED IN GOOD
 LX5762'CONDITION.  DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS--
 LX5762'
 LX5762'1.  PROPERTY IS NOW OWNED BY WALTER WILDES.
 LX5762'
 LX5762'2.  FOLLOW WOOD ROAD 1/2 MILE TO POINT WHERE IT TAKES A SHARP
 LX5762'TURN TO LEFT THROUGH A STONE FENCE.  PROCEED ON FOOT UP AN
 LX5762'ABANDONED WOOD ROAD BRANCHING OFF TO RIGHT FROM THIS POINT.  CROSS
 LX5762'SMALL BROOK AND CONTINUE ON TO STATION.
 LX5762
 LX5762                          STATION RECOVERY (1971)
 LX5762
 LX5762'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX5762'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  TO
 LX5762'REACH THE STATION FROM EAST HADDAM AT THE INTERSECTION OF ROUTE
 LX5762'82 (NORWICH-SALEM ROAD) AND ROUTE 156 (HAMBURG ROAD), GO SOUTH
 LX5762'ON ROUTE 156 FOR 3.25 MILES TO JOSHUATOWN ROAD ON THE RIGHT,
 LX5762'GO WEST ON JOSHUATOWN ROAD FOR 0.25 MILE TO A PRIVATE DRIVE ON
 LX5762'THE RIGHT, 50 FEET PAST BRIDGE OVER HAMBURG COVE, GO NORTH
 LX5762'ON DRIVE FOR 0.9 TO TOP OF HILL AND END OF OILED GRAVEL TO A
 LX5762'NEW HOUSE BEING BUILT ON EDGE OF BLUFF.  FOLLOW STONEWALLS TO
 LX5762'STATION SHOWN IN SKETCH BY TIME WALKING DISTANCES IN
 LX5762'MINUTES.  THE PROPERTY IS NOW OWNED BY E. CZIKOWSKY.
 LX5762'
 LX5762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5762'1.0 MILE NORTHWEST OF LYME (HAMBURG).
 LX5762
 LX5762                          STATION RECOVERY (1975)
 LX5762
 LX5762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (HRR)
 LX5762'THE STATION MARKS, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 LX5762'FOUND IN GOOD CONDITION.  THE DIRECTION TO BOTH REFERENCE MARKS
 LX5762'1 AND 2 CHECKED WITH PREVIOUS OBSERVATIONS IN 1942.  THE DISTANCE
 LX5762'TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.025 METER AND
 LX5762'THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.010 METER.
 LX5762'
 LX5762'DUE TO VARIOUS CHANGES A NEW AND COMPLETE DESCRIPTION
 LX5762'FOLLOWS.
 LX5762'
 LX5762'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHEAST OF
 LX5762'HADLYME, 1 MILE NORTHWEST OF HAMBURG AND ON PROPERTY OWNED BY
 LX5762'MR LEON CZIKOWSKY.  RFD 2, JOSHUATOWN ROAD, LYME,
 LX5762'CONNECTICUT.  PHONE NUMBER 434-1735.
 LX5762'
 LX5762'TO REACH THE STATION FROM THE LYME FIRE STATION IN HAMBURG,
 LX5762'GO NORTH ON STATE HIGHWAY 156 FOR 0.7 MILE TO THE JUNCTION OF
 LX5762'JOSHUATOWN ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 LX5762'JOSHUATOWN ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT JUST AFTER
 LX5762'CROSSING A BRIDGE.  TURN RIGHT AND GO NORTH THEN WINDING AROUND
 LX5762'TO THE SOUTH ON A PAVED ROAD FOR 0.8 MILE TO THE END OF PAVED
 LX5762'ROAD.  TURN RIGHT AND GO WEST ON A TRACK ROAD FOR 0.35 MILE TO
 LX5762'THE STATION AS DESCRIBED.
 LX5762'
 LX5762'THE STATION MARKS ARE STANDARD DISKS STAMPED WOOD 1934.  THE
 LX5762'SURFACE MARK IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LX5762'THAT PROJECTS ABOUT 2-1/2 FEET.  THE UNDERGROUND MARK IS
 LX5762'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT 42 INCHES
 LX5762'BELOW THE SURFACE OF THE GROUND.  THEY ARE 41.5 FEET SOUTHWEST
 LX5762'OF A 30-INCH MAPLE TREE, 20 FEET NORTHEAST OF A TWIN TRUNKED
 LX5762'MAPLE TREE, 19 FEET WEST OF A 10-INCH MAPLE TREE WITH A METAL
 LX5762'WITNESS SIGN NAILED TO IT AND 5 FEET NORTH OF A METAL WITNESS
 LX5762'POST.  (NOTE--1A7A)
 LX5762'
 LX5762'REFERENCE MARK 1, STAMPED WOOD NO 1 1934 IS A STANDARD DISK
 LX5762'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS 1
 LX5762'FOOT ON THE SOUTH SIDE AND FLUSH ON THE NORTH SIDE.  IT IS 73 FEET
 LX5762'NORTH OF THE 10-INCH MAPLE TREE WITH THE WITNESS SIGN NAILED TO
 LX5762'IT, 10.5 FEET SOUTHEAST OF A 12-INCH MAPLE TREE AND 2.5 EAST OF A
 LX5762'METAL WITNESS POST.
 LX5762'
 LX5762'REFERENCE MARK 2, STAMPED WOOD NO 2 1934 IS A STANDARD DISK
 LX5762'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH
 LX5762'WITH THE GROUND.  IT IS 78 FEET SOUTH OF THE 30-INCH MAPLE TREE,
 LX5762'19.5 FEET NORTH OF A TWIN TRUNKED MAPLE TREE AND 2.5 FEET NORTH
 LX5762'OF A METAL WITNESS POST.  (NOTE--11A)
 LX5762'
 LX5762'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 2 DUE TO TREES
 LX5762'ON LINE.
 LX5762'
 LX5762'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK AT THIS TIME.
 LX5762'
 LX5762'HEIGHT OF LIGHT ABOVE STATION MARK 100 FEET.
 LX5762'
 LX5762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LX5762'1 MILE NORTHWEST OF HAMBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7629 ***********************************************************************
 LX7629  DESIGNATION -  WOODBRIDGE
 LX7629  PID         -  LX7629
 LX7629  STATE/COUNTY-  CT/NEW HAVEN
 LX7629  USGS QUAD   -  ANSONIA (1984)
 LX7629
 LX7629                         *CURRENT SURVEY CONTROL
 LX7629  ___________________________________________________________________
 LX7629* NAD 83(1996)-  41 19 42.61107(N)    073 01 03.22703(W)     ADJUSTED  
 LX7629* NAVD 88     -       106.4    (meters)     349.     (feet)  VERTCON   
 LX7629  ___________________________________________________________________
 LX7629  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LX7629  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 LX7629
 LX7629  HORZ ORDER  -  FIRST
 LX7629
 LX7629.The horizontal coordinates were established by classical geodetic methods
 LX7629.and adjusted by the National Geodetic Survey in August 1998..
 LX7629
 LX7629.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7629
 LX7629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7629
 LX7629.The geoid height was determined by GEOID03.
 LX7629
 LX7629;                    North         East     Units Scale Factor Converg.
 LX7629;SPC CT       -   207,427.241   282,401.552   MT  0.99998952   -0 10 38.7
 LX7629;SPC CT       -   680,534.21    926,512.43   sFT  0.99998952   -0 10 38.7
 LX7629;UTM  18      - 4,577,120.791   665,899.740   MT  0.99993873   +1 18 34.0
 LX7629
 LX7629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7629!SPC CT       -   0.99998794  x   0.99998952  =   0.99997746
 LX7629!UTM  18      -   0.99998794  x   0.99993873  =   0.99992667
 LX7629
 LX7629:                Primary Azimuth Mark                     Grid Az
 LX7629:SPC CT       -  NEW HAVEN WEST ROCK RADIO MAST           057 58 55.7
 LX7629:UTM  18      -  NEW HAVEN WEST ROCK RADIO MAST           056 29 43.0
 LX7629
 LX7629|---------------------------------------------------------------------|
 LX7629| PID    Reference Object                     Distance      Geod. Az  |
 LX7629|                                                           dddmmss.s |
 LX7629| LX7604 NEW HAVEN WEST ROCK RADIO MAST      APPROX. 4.4 KM 0574817.0 |
 LX7629| CR9732 WOODBRIDGE RM 1                      28.047 METERS 17401     |
 LX7629| CR9733 WOODBRIDGE RM 2                                    25639     |
 LX7629|---------------------------------------------------------------------|
 LX7629
 LX7629                          SUPERSEDED SURVEY CONTROL
 LX7629
 LX7629  NAD 83(1992)-  41 19 42.61016(N)    073 01 03.22687(W) AD(       ) 1
 LX7629  NAD 83(1986)-  41 19 42.61095(N)    073 01 03.23186(W) AD(       ) 1
 LX7629  NAD 83(1986)-  41 19 42.60955(N)    073 01 03.23227(W) AD(       ) 1
 LX7629  NGVD 29 (01/16/90)  106.8    (m)          350.     (f) VERT ANG       
 LX7629
 LX7629.Superseded values are not recommended for survey control.
 LX7629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7629.See file dsdata.txt to determine how the superseded data were derived.
 LX7629
 LX7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6590077121(NAD 83)
 LX7629_MARKER: DS = TRIANGULATION STATION DISK
 LX7629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 LX7629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7629+STABILITY: SURFACE MOTION
 LX7629
 LX7629  HISTORY     - Date     Condition        Report By
 LX7629  HISTORY     - 1982     MONUMENTED       NGS
 LX7629  HISTORY     - 19910305 GOOD             USPSQD
 LX7629
 LX7629                          STATION DESCRIPTION
 LX7629
 LX7629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7629'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF WESTVILLE,
 LX7629'3.2 KM (2.0 MI) SOUTH-SOUTHEAST OF ANSONIA AIRPORT,
 LX7629'2.8 KM (1.75 MI) NORTHEAST OF THE JUNCTION OF STATE HIGHWAYS
 LX7629'34 AND 15 AND 2.8 KM (1.75 MI) SOUTH OF STATE HIGHWAY 114.
 LX7629'OWNERSHIP--WOODBRIDGE CLUB INC, PO BOX 3022, WESTVILLE STATION,
 LX7629'NEW HAVEN CT 06515.
 LX7629'
 LX7629'TO REACH THE STATION FROM THE WOODBRIDGE FIRE DEPARTMENT AT
 LX7629'NEWTON ROAD AND STATE HIGHWAY 114, IN THE SOUTHEAST CORNER OF
 LX7629'WOODBRIDGE, GO WEST THEN SOUTH ON HIGHWAY 114 FOR 1.6 KM
 LX7629'(1.0 MI) TO THE JUNCTION OF STATE HIGHWAY 313.  CONTINUE SOUTH ON
 LX7629'HIGHWAY 114 FOR 2.2 KM (1.4 MI) TO THE JUNCTION OF STATE HIGHWAY
 LX7629'243 (ANSONIA ROAD).  TURN LEFT GOING EAST ON HIGHWAY 243 FOR
 LX7629'0.6 KM (0.4 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 LX7629'ON MILLHAVEN ROAD FOR ABOUT 25 METERS (82 FT) TO A TRACK ROAD
 LX7629'RIGHT THROUGH SOME TREES.  TURN RIGHT AND GO WEST ON THE TRACK
 LX7629'ROAD FOR ABOUT 28 METERS (92 FT) TO THE STATION.
 LX7629'
 LX7629'THE STATION IS A STANDARD NGS DISK
 LX7629'STAMPED---WOODRIDGE 1982---,
 LX7629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7629'FLUSH WITH GROUND.  IT IS LOCATED
 LX7629'30.18 METERS (99.0 FT) EAST FROM A WITNESS POST,
 LX7629'28.35 METERS (93.0 FT) WEST FROM THE APPROXIMATE CENTER OF A
 LX7629'PAVED ROAD AND
 LX7629'4.27 METERS (14.0 FT) NORTH-NORTHEAST FROM A WITNESS POST.
 LX7629'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7629'STAMPED---WOODBRIDGE 1982---,
 LX7629'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7629'
 LX7629'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7629'STAMPED---WOODBRIDGE NO 1 1982---,
 LX7629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7629'FLUSH WITH GROUND.  IT IS LOCATED
 LX7629'23.87 METERS (78.3 FT) SOUTH FROM THE NORTHEAST CORNER OF A
 LX7629'TENNIS COURT,
 LX7629'13.04 METERS (42.8 FT) NORTH-NORTHEAST FROM THE SOUTHEAST CORNER
 LX7629'OF A TENNIS COURT AND
 LX7629'0.30 METER (1.0 FT) WEST FROM A WITNESS POST.
 LX7629'MARK IS BELOW STATION 0.3 METERS.
 LX7629'
 LX7629'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7629'STAMPED---WOODBRIDGE NO 2 1982---,
 LX7629'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7629'29.26 METERS (96.0 FT) WEST-NORTHWEST FROM THE NORTHEAST CORNER
 LX7629'OF A TENNIS COURT,
 LX7629'3.96 METERS (13.0 FT) EAST FROM THE NORTHWEST CORNER OF A TENNIS
 LX7629'COURT AND
 LX7629'0.76 METER (2.5 FT) NORTH-NORTHWEST FROM A WITNESS POST.
 LX7629'MARK IS LEVEL WITH STATION.
 LX7629'
 LX7629'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 LX7629'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7629'
 LX7629'DESCRIBED BY J.N. LEONHARDT, CHECKED BY D.R. VARNEY.
 LX7629
 LX7629                          STATION RECOVERY (1991)
 LX7629
 LX7629'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX7629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7630 ***********************************************************************
 LX7630  DESIGNATION -  WOODBURY
 LX7630  PID         -  LX7630
 LX7630  STATE/COUNTY-  CT/LITCHFIELD
 LX7630  USGS QUAD   -  WOODBURY (1984)
 LX7630
 LX7630                         *CURRENT SURVEY CONTROL
 LX7630  ___________________________________________________________________
 LX7630* NAD 83(1996)-  41 33 28.54192(N)    073 11 25.41017(W)     ADJUSTED  
 LX7630* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 LX7630  ___________________________________________________________________
 LX7630  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 LX7630  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 LX7630
 LX7630  HORZ ORDER  -  SECOND
 LX7630
 LX7630.The horizontal coordinates were established by classical geodetic methods
 LX7630.and adjusted by the National Geodetic Survey in August 1998..
 LX7630
 LX7630.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7630
 LX7630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7630
 LX7630.The geoid height was determined by GEOID03.
 LX7630
 LX7630;                    North         East     Units Scale Factor Converg.
 LX7630;SPC CT       -   232,966.335   268,063.150   MT  0.99998323   -0 17 31.2
 LX7630;SPC CT       -   764,323.72    879,470.52   sFT  0.99998323   -0 17 31.2
 LX7630;UTM  18      - 4,602,276.539   650,903.309   MT  0.99988024   +1 12 02.4
 LX7630
 LX7630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7630!SPC CT       -   0.99998915  x   0.99998323  =   0.99997238
 LX7630!UTM  18      -   0.99998915  x   0.99988024  =   0.99986939
 LX7630
 LX7630|---------------------------------------------------------------------|
 LX7630| PID    Reference Object                     Distance      Geod. Az  |
 LX7630|                                                           dddmmss.s |
 LX7630| CR9735 WOODBURY RM 2                        15.086 METERS 26649     |
 LX7630| CR9734 WOODBURY RM 1                        15.414 METERS 35230     |
 LX7630|---------------------------------------------------------------------|
 LX7630
 LX7630                          SUPERSEDED SURVEY CONTROL
 LX7630
 LX7630  NAD 83(1992)-  41 33 28.54154(N)    073 11 25.41046(W) AD(       ) 2
 LX7630  NAD 83(1986)-  41 33 28.54311(N)    073 11 25.41168(W) AD(       ) 2
 LX7630  NAD 83(1986)-  41 33 28.54276(N)    073 11 25.41183(W) AD(       ) 2
 LX7630  NGVD 29 (01/16/90)   98.8    (m)          324.     (f) VERT ANG       
 LX7630
 LX7630.Superseded values are not recommended for survey control.
 LX7630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7630.See file dsdata.txt to determine how the superseded data were derived.
 LX7630
 LX7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5090302277(NAD 83)
 LX7630_MARKER: DS = TRIANGULATION STATION DISK
 LX7630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7630_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7630+STABILITY: SURFACE MOTION
 LX7630
 LX7630  HISTORY     - Date     Condition        Report By
 LX7630  HISTORY     - 1982     MONUMENTED       NGS
 LX7630
 LX7630                          STATION DESCRIPTION
 LX7630
 LX7630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7630'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI) NORTH-NORTHEAST
 LX7630'OF SOUTHBURY, 6.7 KM (4.2 MI) NORTHWEST OF MIDDLEBURY,
 LX7630'2.4 KM (1.5 MI) NORTHEAST OF WOODBURY, ON THE GROUNDS OF
 LX7630'THE NONNEWAUG HIGH SCHOOL.
 LX7630'OWNERSHIP--PERMISSION BY THE PRINCIPAL, MR RICHARD SEGALL,
 LX7630'WOODBURY CT, PHONE 203-263-2186.
 LX7630'
 LX7630'TO REACH THE STATION FROM THE JUNCTION OF
 LX7630'U.S. HIGHWAY 6 AND STATE HIGHWAY 47, GO EAST
 LX7630'ON U.S. HIGHWAY 6 FOR 1.3 KM (0.8 MI) TO THE
 LX7630'AZIMUTH MARK ON LEFT, CONTINUE EASTERLY
 LX7630'ON U.S. HIGHWAY 6 FOR 1.9 KM (1.2 MI) TO A
 LX7630'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 LX7630'MINORTOWN ROAD FOR 2.0 KM (1.25 MI) TO A PAVED
 LX7630'DRIVE RIGHT, LEADING INTO THE NONNEWAUG HIGH
 LX7630'SCHOOL.  TURN RIGHT AND GO WESTERLY ON THE
 LX7630'PAVED DRIVE FOR 0.2 KM (0.1 MI) TO WHERE DRIVEWAY
 LX7630'TURN AROUND (BUS AREA), CONTINUE WESTERLY ACROSS
 LX7630'GRASSY AREA, ABOUT 23 METERS (75 FT) TO THE STATION.
 LX7630'
 LX7630'THE STATION IS A STANDARD NGS DISK
 LX7630'STAMPED---WOODBURY 1982---,
 LX7630'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7630'FLUSH WITH GROUND.  IT IS LOCATED
 LX7630'53.46 METERS (175.4 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER
 LX7630'OF THE SCHOOL BUILDING,
 LX7630'44.14 METERS (144.8 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 LX7630'VOCATIONAL BUILDING,
 LX7630'18.78 METERS (61.6 FT) WEST FROM THE WEST EDGE OF A CONCRETE
 LX7630'SIDEWALK AND
 LX7630'16.09 METERS (52.8 FT) EAST FROM A WIRE FENCE
 LX7630'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LX7630'STAMPED---WOODBURY 1982---,
 LX7630'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7630'
 LX7630'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7630'STAMPED---WOODBURY NO 1 1982---,
 LX7630'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7630'FLUSH WITH GROUND.  IT IS LOCATED
 LX7630'33.28 METERS (109.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER
 LX7630'OF THE VOCATIONAL BUILDING,
 LX7630'19.14 METERS (62.8 FT) WEST FROM THE WEST EDGE OF THE CONCRETE
 LX7630'SIDEWALK AND
 LX7630'16.18 METERS (53.1 FT) EAST FROM THE WIRE FENCE
 LX7630'MARK IS LEVEL WITH STATION.
 LX7630'
 LX7630'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7630'STAMPED---WOODBURY NO 2 1982---,
 LX7630'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7630'FLUSH WITH GROUND.  IT IS LOCATED
 LX7630'55.17 METERS (181.0 FT) NORTH FROM THE NORTHWEST CORNER OF THE
 LX7630'SCHOOL BUILDING,
 LX7630'34.08 METERS (111.8 FT) WEST FROM THE WEST EDGE OF THE CONCRETE
 LX7630'SIDEWALK AND
 LX7630'0.91 METERS (3.0 FT) EAST FROM THE WIRE FENCE.
 LX7630'MARK IS LEVEL WITH STATION.
 LX7630'
 LX7630'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 LX7630'
 LX7630'DESCRIBED BY J. ZABITCHUCK, CHECKED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7631 ***********************************************************************
 LX7631  DESIGNATION -  WOODBURY AZ MK
 LX7631  PID         -  LX7631
 LX7631  STATE/COUNTY-  CT/LITCHFIELD
 LX7631  USGS QUAD   -  WOODBURY (1984)
 LX7631
 LX7631                         *CURRENT SURVEY CONTROL
 LX7631  ___________________________________________________________________
 LX7631* NAD 83(1996)-  41 33 35.56784(N)    073 11 47.41769(W)     ADJUSTED  
 LX7631* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 LX7631  ___________________________________________________________________
 LX7631  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 LX7631  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX7631
 LX7631  HORZ ORDER  -  SECOND
 LX7631
 LX7631.The horizontal coordinates were established by classical geodetic methods
 LX7631.and adjusted by the National Geodetic Survey in August 1998..
 LX7631
 LX7631.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7631
 LX7631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7631
 LX7631.The geoid height was determined by GEOID03.
 LX7631
 LX7631;                    North         East     Units Scale Factor Converg.
 LX7631;SPC CT       -   233,185.704   267,554.312   MT  0.99998325   -0 17 45.8
 LX7631;SPC CT       -   765,043.43    877,801.11   sFT  0.99998325   -0 17 45.8
 LX7631;UTM  18      - 4,602,482.558   650,388.982   MT  0.99987833   +1 11 48.0
 LX7631
 LX7631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7631!SPC CT       -   0.99999107  x   0.99998325  =   0.99997432
 LX7631!UTM  18      -   0.99999107  x   0.99987833  =   0.99986940
 LX7631
 LX7631                          SUPERSEDED SURVEY CONTROL
 LX7631
 LX7631  NAD 83(1992)-  41 33 35.56747(N)    073 11 47.41800(W) AD(       ) 2
 LX7631  NAD 83(1986)-  41 33 35.56903(N)    073 11 47.41912(W) AD(       ) 2
 LX7631  NAD 83(1986)-  41 33 35.56874(N)    073 11 47.41936(W) AD(       ) 2
 LX7631  NGVD 29 (01/16/90)   86.6    (m)          284.     (f) VERT ANG       
 LX7631
 LX7631.Superseded values are not recommended for survey control.
 LX7631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7631.See file dsdata.txt to determine how the superseded data were derived.
 LX7631
 LX7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5038902483(NAD 83)
 LX7631_MARKER: DZ = AZIMUTH MARK DISK
 LX7631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX7631_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7631+STABILITY: SURFACE MOTION
 LX7631
 LX7631  HISTORY     - Date     Condition        Report By
 LX7631  HISTORY     - 1982     MONUMENTED       NGS
 LX7631
 LX7631                          STATION DESCRIPTION
 LX7631
 LX7631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (VDN)
 LX7631'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 LX7631'NORTH-NORTHEAST OF SOUTHBURY, 7.2 KM (4.5 MI) NORTHWEST
 LX7631'OF MIDDLEBURY, 2.2 KM (1.4 MI) NORTHEAST OF WOODBURY AND
 LX7631'ON RIGHT-OF-WAY OF U.S. HIGHWAY 6.
 LX7631'OWNERSHIP--STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,
 LX7631'MR EDWARD J SULLIVAN, CHIEF OF BOUNDARY AND GEODETIC SURVEY,
 LX7631'24 WOLCOTTE ROAD, WETHERSFIELD CT 06109, PHONE 203-566-4638.
 LX7631'
 LX7631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX7631'STATE HIGHWAY 47, GO EAST ON U.S. HIGHWAY 6 FOR 1.3 KM (0.8 MI)
 LX7631'TO THE STATION ON THE LEFT.
 LX7631'
 LX7631'THE STATION IS A STANDARD NGS AZIMUTH DISK
 LX7631'STAMPED---WOODBURY 1982---,
 LX7631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 LX7631'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 LX7631'5.5 METERS (18.0 FT) NORTHWEST FROM THE CENTERLINE OF U.S.
 LX7631'HIGHWAY 6,
 LX7631'2.41 METERS (7.9 FT) NORTHEAST FROM A UTILITY POLE NUMBER 1829 AND,
 LX7631'0.79 METERS (2.6 FT) EAST FROM A WITNESS POST.
 LX7631'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH DISK
 LX7631'STAMPED---WOODBURY 1982---,
 LX7631'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX7631'
 LX7631'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 LX7631'
 LX7631'DESCRIBED BY J. ZABITCHUCK, CHECKED BY L.D. ACRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0679 ***********************************************************************
 LX0679  DESIGNATION -  WOODROW
 LX0679  PID         -  LX0679
 LX0679  STATE/COUNTY-  CT/LITCHFIELD
 LX0679  USGS QUAD   -  KENT (1971)
 LX0679
 LX0679                         *CURRENT SURVEY CONTROL
 LX0679  ___________________________________________________________________
 LX0679* NAD 83(1986)-  41 40 44.     (N)    073 28 18.     (W)     SCALED    
 LX0679* NAVD 88     -       119.234  (meters)     391.19   (feet)  ADJUSTED  
 LX0679  ___________________________________________________________________
 LX0679  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 LX0679  DYNAMIC HT  -         119.193 (meters)     391.05  (feet)  COMP
 LX0679  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LX0679
 LX0679  VERT ORDER  -  SECOND    CLASS 0
 LX0679
 LX0679.The horizontal coordinates were scaled from a topographic map and have
 LX0679.an estimated accuracy of +/- 6 seconds.
 LX0679
 LX0679.The orthometric height was determined by differential leveling
 LX0679.and adjusted by the National Geodetic Survey in June 1991..
 LX0679
 LX0679.The geoid height was determined by GEOID03.
 LX0679
 LX0679.The dynamic height is computed by dividing the NAVD 88
 LX0679.geopotential number by the normal gravity value computed on the
 LX0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0679.degrees latitude (g = 980.6199 gals.).
 LX0679
 LX0679.The modeled gravity was interpolated from observed gravity values.
 LX0679
 LX0679;                    North         East    Units  Estimated Accuracy
 LX0679;SPC CT       -   246,560.      244,710.      MT  (+/- 180 meters Scaled)
 LX0679
 LX0679                          SUPERSEDED SURVEY CONTROL
 LX0679
 LX0679  NGVD 29 (??/??/92)  119.504  (m)          392.07   (f) ADJ UNCH    2 0
 LX0679
 LX0679.Superseded values are not recommended for survey control.
 LX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0679.See file dsdata.txt to determine how the superseded data were derived.
 LX0679
 LX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM272152(NAD 83)
 LX0679_MARKER: DB = BENCH MARK DISK
 LX0679_SETTING: 80 = SET IN A BOULDER
 LX0679_SP_SET: BOULDER
 LX0679_STAMPING: 392.073 WOODROW 1935
 LX0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0679+STABILITY: SURFACE MOTION
 LX0679
 LX0679  HISTORY     - Date     Condition        Report By
 LX0679  HISTORY     - 1935     MONUMENTED       CGS
 LX0679  HISTORY     - 1942     GOOD             NGS
 LX0679  HISTORY     - 1942     GOOD             LOCSUR
 LX0679  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0679
 LX0679                          STATION DESCRIPTION
 LX0679
 LX0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LX0679'AT SOUTH KENT.
 LX0679'AT SOUTH KENT, LITCHFIELD COUNTY, 300 FEET NORTHEAST OF THE NEW
 LX0679'YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, 275 FEET SOUTHWEST
 LX0679'OF ROAD CROSSING 53.66, 40 FEET SOUTH OF A TWO-STORY FRAME
 LX0679'DWELLING 170 FEET WEST OF THE WEST RAIL, 15 FEET NORTH OF A RED
 LX0679'FRAME WORKSHOP, IN A 15-BY 21-FOOT GRANITE BOULDER, AND 3 FEET
 LX0679'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED 392.073 WOODROW
 LX0679'1935.
 LX0679
 LX0679                          STATION RECOVERY (1942)
 LX0679
 LX0679'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1942
 LX0679'RECOVERED IN GOOD CONDITION.
 LX0679
 LX0679                          STATION RECOVERY (1984)
 LX0679
 LX0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0679'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6008 ***********************************************************************
 LX6008  DESIGNATION -  WOODS GABLE
 LX6008  PID         -  LX6008
 LX6008  STATE/COUNTY-  CT/NEW LONDON
 LX6008  USGS QUAD   -  DEEP RIVER (1971)
 LX6008
 LX6008                         *CURRENT SURVEY CONTROL
 LX6008  ___________________________________________________________________
 LX6008* NAD 83(1996)-  41 23 18.70415(N)    072 23 03.50873(W)     ADJUSTED  
 LX6008* NAVD 88     -                                                        
 LX6008  ___________________________________________________________________
 LX6008  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LX6008  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX6008
 LX6008  HORZ ORDER  -  THIRD
 LX6008
 LX6008.The horizontal coordinates were established by classical geodetic methods
 LX6008.and adjusted by the National Geodetic Survey in August 1998..
 LX6008
 LX6008
 LX6008.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6008
 LX6008.The geoid height was determined by GEOID03.
 LX6008
 LX6008;                    North         East     Units Scale Factor Converg.
 LX6008;SPC CT       -   214,123.723   335,386.284   MT  0.99998633   +0 14 32.9
 LX6008;SPC CT       -   702,504.25  1,100,346.50   sFT  0.99998633   +0 14 32.9
 LX6008;UTM  18      - 4,585,190.675   718,696.537   MT  1.00018864   +1 43 48.3
 LX6008
 LX6008                          SUPERSEDED SURVEY CONTROL
 LX6008
 LX6008  NAD 83(1992)-  41 23 18.70327(N)    072 23 03.50840(W) AD(       ) 4
 LX6008  NAD 83(1986)-  41 23 18.70501(N)    072 23 03.51153(W) AD(       ) 4
 LX6008  NAD 27      -  41 23 18.35000(N)    072 23 05.22000(W) AD(       ) 3
 LX6008
 LX6008.Superseded values are not recommended for survey control.
 LX6008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6008.See file dsdata.txt to determine how the superseded data were derived.
 LX6008
 LX6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1869785191(NAD 83)
 LX6008
 LX6008  HISTORY     - Date     Condition        Report By
 LX6008  HISTORY     - 1935     MONUMENTED       CGS
 LX6008  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6008  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6008
 LX6008                          STATION DESCRIPTION
 LX6008
 LX6008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GCM)
 LX6008'THE SUMMER RESIDENCE OF JOHN WOOD IS THE MOST EASTERLY, BUT ONE,
 LX6008'OF THE GROUP OF BUILDINGS E OF BROCKWAYS LANDING.
 LX6008'
 LX6008'THE HOUSE IS 1 1/2-STORIES HIGH AND PAINTED WHITE.  THE GABLE
 LX6008'ENDS FACE E AND W.  A CONTINUOUS DORMER WITH FOUR WINDOWS PROJECTS
 LX6008'THROUGH THE S ROOF.  A BROAD 1-STORY PORCH ALONG THE S SIDE
 LX6008'BALANCES A SIMILAR WING TO THE NORTHWARD.
 LX6008'
 LX6008'CENTER IS THE APEX OF THE E GABLE.
 LX6008'
 LX6008'IT IS 19.5 METERS NORTHERLY OF A CONCRETE SEA WALL AT THE
 LX6008'RIVERS EDGE.
 LX6008
 LX6008                          STATION RECOVERY (1948)
 LX6008
 LX6008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6008'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS CORRECT
 LX6008'WITH THE FOLLOWING EXCEPTION--
 LX6008'
 LX6008'A NEW DWELLING HAS BEEN CONSTRUCTED 50 FEET E OF THE STATION.  IT
 LX6008'IS THE PROPERTY OF MR. K.C. JOHNSON.
 LX6008
 LX6008                          STATION RECOVERY (1961)
 LX6008
 LX6008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6008'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX6008'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH THE FOLLOWING
 LX6008'ADDITION.  THE HOUSE IS NOW THE SECONDMOST EASTERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW3732 ***********************************************************************
 LW3732  DESIGNATION -  WOODSTOCK CONG CHURCH SPIRE
 LW3732  PID         -  LW3732
 LW3732  STATE/COUNTY-  CT/WINDHAM
 LW3732  USGS QUAD   -  PUTNAM (1970)
 LW3732
 LW3732                         *CURRENT SURVEY CONTROL
 LW3732  ___________________________________________________________________
 LW3732* NAD 83(1996)-  41 56 54.85524(N)    071 58 25.95092(W)     ADJUSTED  
 LW3732* NAVD 88     -                                                        
 LW3732  ___________________________________________________________________
 LW3732  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 LW3732  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 LW3732
 LW3732  HORZ ORDER  -  THIRD
 LW3732
 LW3732.The horizontal coordinates were established by classical geodetic methods
 LW3732.and adjusted by the National Geodetic Survey in August 1998..
 LW3732
 LW3732
 LW3732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LW3732
 LW3732.The geoid height was determined by GEOID03.
 LW3732
 LW3732;                    North         East     Units Scale Factor Converg.
 LW3732;SPC CT       -   276,549.482   369,154.622   MT  1.00000932   +0 30 52.6
 LW3732;SPC CT       -   907,312.76  1,211,134.79   sFT  1.00000932   +0 30 52.6
 LW3732;UTM  19      - 4,648,344.429   253,500.557   MT  1.00034775   -1 59 20.1
 LW3732;UTM  18      - 4,648,496.167   750,830.744   MT  1.00037426   +2 01 26.1
 LW3732
 LW3732                          SUPERSEDED SURVEY CONTROL
 LW3732
 LW3732  NAD 83(1996)-  41 56 54.85503(N)    071 58 25.95083(W) AD(       ) 4
 LW3732  NAD 83(1992)-  41 56 54.85490(N)    071 58 25.95027(W) AD(       ) 4
 LW3732  NAD 83(1992)-  41 56 54.85497(N)    071 58 25.95045(W) AD(       ) 4
 LW3732  NAD 83(1986)-  41 56 54.85585(N)    071 58 25.94965(W) AD(       ) 4
 LW3732  NAD 27      -  41 56 54.50485(N)    071 58 27.68383(W) AD(       ) 3
 LW3732
 LW3732.Superseded values are not recommended for survey control.
 LW3732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW3732.See file dsdata.txt to determine how the superseded data were derived.
 LW3732
 LW3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG5350148344(NAD 83)
 LW3732
 LW3732  HISTORY     - Date     Condition        Report By
 LW3732  HISTORY     - 1937     MONUMENTED       CTGS
 LW3732  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LW3732  HISTORY     - 1988     GOOD             USPSQD
 LW3732  HISTORY     - 19951020 GOOD             USPSQD
 LW3732
 LW3732                          STATION DESCRIPTION
 LW3732
 LW3732'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1937 (CJT)
 LW3732'THE WOODSTOCK CONGREGATIONAL CHURCH IS SITUATED ABOUT 100 FEET EAST
 LW3732'OF STATE HIGHWAY 93 IN THE CENTER OF WOODSTOCK, ON THE SOUTH EDGE
 LW3732'OF THE WOODSTOCK GREEN, AND JUST SOUTHWEST OF THE WOODSTOCK
 LW3732'CEMETERY.  IT IS A WHITE FRAME CHURCH WITH A 20-FOOT STEEPLE, THE
 LW3732'TOP OF WHICH IS ABOUT 60 FEET ABOVE THE GROUND.  THE POINT
 LW3732'OBSERVED ON WAS THE TOP OF THE STEEPLE OR SPIRE.
 LW3732'
 LW3732'OBSERVED FROM COATNEY, PUTNAM AND BROWN.
 LW3732
 LW3732                          STATION RECOVERY (1977)
 LW3732
 LW3732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LW3732'THE STATION IS THE APEX OF THE WOODSTOCK FIRST CONGREATIONAL
 LW3732'UNITED CHURCH OF CHRIST SPIRE.  THE SPIRE IS ON TOP OF A
 LW3732'BELL TOWER, PAINTED WHITE, WITH A BALL AND WEATHER VANE ON
 LW3732'A ROD ON TOP OF THE SPIRE AND IS ABOUT 90 FEET TALL.  THE
 LW3732'STATION WAS NAMED (WOODSTOCK CONGREGATIONAL CHURCH SPIRE) IN
 LW3732'1937.
 LW3732'
 LW3732'THE STATION IS LOCATED IN WOODSTOCK.
 LW3732'
 LW3732'TO REACH THE STATION FROM THE POST OFFICE IN WOODSTOCK, GO
 LW3732'SOUTHEAST ON STATE HIGHWAY 169 FOR 0.3 MILE TO THE STATION ON
 LW3732'THE LEFT.
 LW3732'
 LW3732'DESCRIBED BY A.G. THACKER.
 LW3732
 LW3732                          STATION RECOVERY (1988)
 LW3732
 LW3732'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW3732'RECOVERED IN GOOD CONDITION.
 LW3732
 LW3732                          STATION RECOVERY (1995)
 LW3732
 LW3732'RECOVERY NOTE BY US POWER SQUADRON 1995
 LW3732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4761 ***********************************************************************
 LX4761  DESIGNATION -  WOOL
 LX4761  PID         -  LX4761
 LX4761  STATE/COUNTY-  CT/NEW LONDON
 LX4761  USGS QUAD   -  NORWICH (1983)
 LX4761
 LX4761                         *CURRENT SURVEY CONTROL
 LX4761  ___________________________________________________________________
 LX4761* NAD 83(1996)-  41 30 33.25743(N)    072 04 55.54220(W)     ADJUSTED  
 LX4761* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 LX4761  ___________________________________________________________________
 LX4761  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LX4761  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX4761
 LX4761  HORZ ORDER  -  THIRD
 LX4761
 LX4761.The horizontal coordinates were established by classical geodetic methods
 LX4761.and adjusted by the National Geodetic Survey in August 1998..
 LX4761
 LX4761.The orthometric height was scaled from a topographic map.
 LX4761
 LX4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4761
 LX4761.The geoid height was determined by GEOID03.
 LX4761
 LX4761;                    North         East     Units Scale Factor Converg.
 LX4761;SPC CT       -   227,680.566   360,558.697   MT  0.99998323   +0 26 34.3
 LX4761;SPC CT       -   746,981.99  1,182,932.99   sFT  0.99998323   +0 26 34.3
 LX4761;UTM  18      - 4,599,401.223   743,514.797   MT  1.00032982   +1 56 05.1
 LX4761;UTM  19      - 4,599,877.208   242,781.078   MT  1.00041429   -2 02 37.5
 LX4761
 LX4761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4761!SPC CT       -   1.00000449  x   0.99998323  =   0.99998772
 LX4761!UTM  18      -   1.00000449  x   1.00032982  =   1.00033431
 LX4761!UTM  19      -   1.00000449  x   1.00041429  =   1.00041878
 LX4761
 LX4761|---------------------------------------------------------------------|
 LX4761| PID    Reference Object                     Distance      Geod. Az  |
 LX4761|                                                           dddmmss.s |
 LX4761| LX4760 INTERNATIONAL SILVER CO STACK       117.854 METERS 01420     |
 LX4761| LX4748 LOWER COAL DOCK LIGHT 20            440.101 METERS 0535955.8 |
 LX4761| LX4766 LESTERS BARN CUPOLA                 APPROX. 0.6 KM 1444203.8 |
 LX4761| LX5141 BURNT HOUSE PIER LIGHT 18           APPROX. 1.6 KM 1741632.8 |
 LX4761| LX5106 PRIDE PIER LIGHT 16                 APPROX. 2.0 KM 1743909.9 |
 LX4761| LX5107 INDIAN HILL LIGHT 11                APPROX. 2.6 KM 1753738.4 |
 LX4761| LX5103 PERCHE ROCK LIGHT 13                APPROX. 1.3 KM 1813700.8 |
 LX4761| LX4769 SAND PIER LIGHT 15                  APPROX. 0.7 KM 1985437.7 |
 LX4761| LX4759 DAHL CO STACK                       300.249 METERS 21641     |
 LX4761|---------------------------------------------------------------------|
 LX4761
 LX4761                          SUPERSEDED SURVEY CONTROL
 LX4761
 LX4761  NAD 83(1992)-  41 30 33.25645(N)    072 04 55.54156(W) AD(       ) 3
 LX4761  NAD 83(1986)-  41 30 33.25704(N)    072 04 55.54392(W) AD(       ) 3
 LX4761  NAD 27      -  41 30 32.89900(N)    072 04 57.25900(W) AD(       ) 3
 LX4761
 LX4761.Superseded values are not recommended for survey control.
 LX4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4761.See file dsdata.txt to determine how the superseded data were derived.
 LX4761
 LX4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4351599401(NAD 83)
 LX4761_MARKER: Z = SEE DESCRIPTION
 LX4761_SETTING: 0 = UNSPECIFIED SETTING
 LX4761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX4761
 LX4761  HISTORY     - Date     Condition        Report By
 LX4761  HISTORY     - 1934     MONUMENTED       CGS
 LX4761  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX4761  HISTORY     - 1985     GOOD             USPSQD
 LX4761  HISTORY     - 20060420 MARK NOT FOUND   USPSQD
 LX4761
 LX4761                          STATION DESCRIPTION
 LX4761
 LX4761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX4761'THE STATION IS LOCATED ON TOP OF THE ELEVATOR SHAFT AT THE E END
 LX4761'OF THE 5-STORY CONCRETE BUILDING OF THE AMERICAN WOOLEN COMPANY
 LX4761'SAXONY MILLS ON THE W BANK OF THE THAMES RIVER IN THE VILLAGE OF
 LX4761'THAMESVILLE.  THERE IS ALSO AN ELEVATOR SHAFT AT THE W END OF THE
 LX4761'BUILDING.  THE ROOF IS FLAT WITH NO PROTECTION AT THE EDGES.  THE
 LX4761'STATION IS A STANDARD DISK SET IN A 12- BY 12- BY 4-INCH
 LX4761'CONCRETE BLOCK ANCHORED TO THE ROOF OF THE ELEVATOR SHAFT BY 4
 LX4761'DOWEL PINS.
 LX4761'
 LX4761'NO REFERENCE MARKS WERE PROVIDED.
 LX4761
 LX4761                          STATION RECOVERY (1961)
 LX4761
 LX4761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX4761'STATION RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION BY
 LX4761'G.C.M. IN 1934 IS COMPLETE AND ADEQUATE WITH THE FOLLOWING
 LX4761'ADDITION.
 LX4761'
 LX4761'THE BUILDING ORIGINALLY OCCUPIED BY THE AMERICAN WOOLEN CO., SAXONY
 LX4761'MILLS IS NOW LEASED BY THE U.S. GOVERNMENT AS A WAREHOUSE.
 LX4761
 LX4761                          STATION RECOVERY (1985)
 LX4761
 LX4761'RECOVERY NOTE BY US POWER SQUADRON 1985 (JBK)
 LX4761'WOOL FOUND GOOD.
 LX4761'
 LX4761'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 LX4761'THE BUILDING ORIGINALLY OCCUPIED BY THE AMERICAN WOOLEN CO. SAXONY
 LX4761'MILLS IS NOW LEASED BY SAWYER DISPLAYS INC.
 LX4761
 LX4761                          STATION RECOVERY (2006)
 LX4761
 LX4761'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX4761'MARK MAY STILL EXIST.  BUILD STILL STANDING, BUT UNOCCUPIED AND
 LX4761'DERELICT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3817 ***********************************************************************
 LX3817  DESIGNATION -  WOOSTER
 LX3817  PID         -  LX3817
 LX3817  STATE/COUNTY-  CT/FAIRFIELD
 LX3817  USGS QUAD   -  BETHEL (1984)
 LX3817
 LX3817                         *CURRENT SURVEY CONTROL
 LX3817  ___________________________________________________________________
 LX3817* NAD 83(1996)-  41 21 03.88978(N)    073 29 16.66564(W)     ADJUSTED  
 LX3817* NAVD 88     -       309.7    (meters)    1016.     (feet)  VERTCON   
 LX3817  ___________________________________________________________________
 LX3817  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 LX3817  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX3817
 LX3817  HORZ ORDER  -  FIRST
 LX3817
 LX3817.The horizontal coordinates were established by classical geodetic methods
 LX3817.and adjusted by the National Geodetic Survey in August 1998..
 LX3817
 LX3817.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3817
 LX3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3817
 LX3817.The geoid height was determined by GEOID03.
 LX3817
 LX3817;                    North         East     Units Scale Factor Converg.
 LX3817;SPC CT       -   210,163.700   243,044.087   MT  0.99998819   -0 29 21.5
 LX3817;SPC CT       -   689,512.07    797,387.14   sFT  0.99998819   -0 29 21.5
 LX3817;SPC NY E     -   280,027.879   234,686.632   MT  0.99998823   +0 40 07.2
 LX3817;SPC NY E     -   918,724.80    769,967.73   sFT  0.99998823   +0 40 07.2
 LX3817;UTM  18      - 4,578,834.335   626,489.394   MT  0.99979690   +0 59 56.7
 LX3817
 LX3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3817!SPC CT       -   0.99995610  x   0.99998819  =   0.99994429
 LX3817!SPC NY E     -   0.99995610  x   0.99998823  =   0.99994433
 LX3817!UTM  18      -   0.99995610  x   0.99979690  =   0.99975301
 LX3817
 LX3817|---------------------------------------------------------------------|
 LX3817| PID    Reference Object                     Distance      Geod. Az  |
 LX3817|                                                           dddmmss.s |
 LX3817| CB5597 WOOSTER RM 1                         41.483 METERS 01549     |
 LX3817| CB5598 WOOSTER RM 2                         40.332 METERS 08651     |
 LX3817| LX3807 BALD HILL RM 4                      APPROX.15.3 KM 1765109.8 |
 LX3817| LX3826 RIDGEFIELD WATER CO S SPIPE         APPROX. 8.1 KM 2020813.3 |
 LX3817| CB5599 WOOSTER RM 3                         43.665 METERS 28200     |
 LX3817|---------------------------------------------------------------------|
 LX3817
 LX3817                          SUPERSEDED SURVEY CONTROL
 LX3817
 LX3817  NAD 83(1992)-  41 21 03.88909(N)    073 29 16.66549(W) AD(       ) 1
 LX3817  NAD 83(1986)-  41 21 03.89155(N)    073 29 16.66701(W) AD(       ) 1
 LX3817  NAD 27      -  41 21 03.54994(N)    073 29 18.22200(W) AD(       ) 1
 LX3817  NGVD 29 (07/19/86)  310.0    (m)         1017.     (f) VERT ANG       
 LX3817
 LX3817.Superseded values are not recommended for survey control.
 LX3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3817.See file dsdata.txt to determine how the superseded data were derived.
 LX3817
 LX3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2648978834(NAD 83)
 LX3817
 LX3817  HISTORY     - Date     Condition        Report By
 LX3817  HISTORY     - 1864     MONUMENTED       CGS
 LX3817  HISTORY     - 1932     SEE DESCRIPTION  CGS
 LX3817  HISTORY     - 1942     SEE DESCRIPTION  CGS
 LX3817  HISTORY     - 1964     SEE DESCRIPTION  CGS
 LX3817  HISTORY     - 1966     SEE DESCRIPTION  CGS
 LX3817  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3817  HISTORY     - 1983     GOOD             NGS
 LX3817
 LX3817                          STATION DESCRIPTION
 LX3817
 LX3817'DESCRIBED BY COAST AND GEODETIC SURVEY 1864 (ADB)
 LX3817'ON THE SUMMIT OF WOOSTER MOUNTAIN, A WOODED SUMMIT LOCALLY KNOW AS
 LX3817'PINE HILL, LYING IN THE NORTHEASTERN PART OF THE TOWN OF RIDGEFIELD,
 LX3817'3-1/2 MILES SOUTHWESTERLY FROM DANBURY (CENTER), AND 2 MILES SE OF
 LX3817'RIDGEBURY VILLAGE.  IT MAY BE REACHED FROM A SCHOOLHOUSE IN A FORK
 LX3817'IN THE ROAD 1.2 MILES DUE N OF STATION, BY FOLLOWING THE DANBURY
 LX3817'ROAD SOUTHEASTERLY 400 FEET, THENCE SW AND SE PASSING F.
 LX3817'WEINDOOFS FARMHOUSE AND FOLLOWING A LANE ABOUT 100 FEET THEN
 LX3817'TURNING SOUTHERLY OUT OF THE LANE, FOLLOW A WOODS ROAD
 LX3817'ABOUT 1 MILE TO A POINT 150 FEET E OF THE STATION.  THERE IS A
 LX3817'FAIR VIEW TO THE W, BUT TREES OBSTRUCT IN OTHER DIRECTIONS.
 LX3817'STATION MARK IS A COPPER BOLT WITH CROSS CUT IN TOP SET FLUSH IN
 LX3817'A DRILL HOLE MADE IN A CREVICE IN THE LEDGE 11-1/2 FEET S 65
 LX3817'DEG E (MAGNETIC) FROM AND ABOUT 1-1/4 FEET BELOW THE HIGHEST
 LX3817'POINT OF A PROMINENT OUTCROP WHICH ITSELF FORMS THE EXACT
 LX3817'SUMMIT OF THE HILL.
 LX3817
 LX3817                          STATION RECOVERY (1932)
 LX3817
 LX3817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JRC)
 LX3817'FIRST PARAGRAPH STILL GOOD.
 LX3817'
 LX3817'IT MAY BE REACHED FROM THE STATE ARMORY IN DANBURY BY PROCEEDING
 LX3817'TOWARDS RIDGEBURY 3.5 MILES TO NORRIS CORNER AT THE DANBURY
 LX3817'RIDGEFIELD LINE.  TURN S AND FOLLOW AN UNIMPROVED ROAD 0.9 MILE TO
 LX3817'A STONE HOUSE FROM WHICH POINT THE STATION IS S 60 DEG E ABOUT
 LX3817'1000 YARDS AND REACHED BY FOLLOWING A WOODS ROAD LEADING TOWARDS
 LX3817'THE CONSPICUOUS PINE MOUNTAIN.
 LX3817'
 LX3817'DURING 1932 A 20-FOOT TOWER AND A BARREL AT A STILL FURTHER
 LX3817'HEIGHT OF 10 FEET WERE PLACED BY NATIONAL GUARD OFFICERS.
 LX3817
 LX3817                          STATION RECOVERY (1942)
 LX3817
 LX3817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (KBJ)
 LX3817'THE STATION MARK WAS RECOVERED AS DESCRIBED.  IT IS MARKED BY A
 LX3817'CROSS AT THE TOP OF A COPPER BOLT.  THE BOLT HAS BEEN GIVEN
 LX3817'PROTECTION BY CONCRETE WHICH SURROUNDS IT LEAVING A SPACE SO THAT
 LX3817'IT IS STILL VISIBLE.  THIS CONCRETE PROJECTS ABOUT 3 INCHES ABOVE
 LX3817'THE TOP OF THE BOLT.
 LX3817'
 LX3817'THREE REFERENCE MARKS WERE ESTABLISHED IN 1938, AS DESCRIBED
 LX3817'BELOW--
 LX3817'
 LX3817'REFERENCE MARK NO.1 IS 41.483 METERS, 136.10 FEET, NNE OF THE
 LX3817'STATION.  THE DISK IS SET IN A DRILL HOLE IN A BOULDER AND IS
 LX3817'STAMPED WOOSTER NO.1 1938.  NOTE 12C.
 LX3817'
 LX3817'REFERENCE MARK NO.2 IS 40.332 METERS, 132.32 FEET, E OF THE
 LX3817'STATION.  THE DISK IS SET IN A DRILL HOLE IN A BOULDER AND IS
 LX3817'STAMPED WOOSTER NO.2 1938.  NOTE 12C.
 LX3817'
 LX3817'REFERENCE MARK NO.3 IS 43.665 METERS, 143.26 FEET, WNW OF THE
 LX3817'STATION.  THE DISK IS SET IN A DRILL HOLE AT THE S END OF A LARGE
 LX3817'BOULDER ABOUT 10 FEET HIGH AND 30 FEET IN LENGTH.  THE DISK IS
 LX3817'STAMPED WOOSTER NO.3 1938.  NOTE 12C.
 LX3817'
 LX3817'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 LX3817'
 LX3817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX3817'U.S. HIGHWAY 7 AT THE W EDGE OF DANBURY, GO S FOR 0.1 MILE TO
 LX3817'PARK AVENUE, TURN RIGHT AND FOLLOW PARK AVENUE AND U.S. HIGHWAY 7
 LX3817'W FOR 1.95 MILES TO A CROSS ROAD JUST AFTER PASSING AN ESSO
 LX3817'SERVICE STATION, TURN RIGHT AND GO 0.25 MILE TO A FORKS, KEEP
 LX3817'THE RIGHT FORK AND THEN GO 1.0 MILE TO ANOTHER FORKS, THEN TAKE
 LX3817'THE LEFT FORK AND GO 0.55 MILE TO A SIDE ROAD LEFT JUST AFTER
 LX3817'CROSSING A BRIDGE OVER A SMALL STREAM, TURN LEFT, S, ON THE GRAVEL
 LX3817'AND GO 0.7 MILE TO A FORKS, TAKE THE LEFT FORK AND GO 0.15
 LX3817'MILE TO A STONE HOUSE, PASS AROUND THE HOUSE ON THE LEFT AND
 LX3817'GO UP A STEEP GRADE FOR ABOUT 0.1 MILE TO WHERE THE ROAD BENDS
 LX3817'RIGHT AT A SMALL STREAM.  IN WET WEATHER IT IS NOT ADVISABLE TO
 LX3817'CONTINUE BEYOND THIS POINT BY TRUCK.  FROM THE STREAM FOLLOW
 LX3817'THE WOODS ROAD KEEPING UPGRADE AT SEVERAL DIM FORKS FOR 0.5 MILE
 LX3817'TO THE TOP OF THE HILL AND STATION.
 LX3817
 LX3817                          STATION RECOVERY (1964)
 LX3817
 LX3817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CHO)
 LX3817'RECOVERED ESSENTIALLY AS DESCRIBED BY K.B.J., 1942.  CROSS AT TOP
 LX3817'OF THE COPPER BOLT AND THE BOLT ITSELF ARE NO LONGER
 LX3817'VISIBLE.  TODAY, THERE IS AN IRREGULAR CIRCLE OF CONCRETE ABOUT
 LX3817'FOUR FEET IN DIAMETER.  IN THE APPROX. CENTER OF THIS IS A PIECE
 LX3817'OF QUARTZ WHICH PROTRUDES ABOUT 1/4 INCH ABOVE THE CONCRETE
 LX3817'SURFACE.  I BELIEVE THAT, SINCE 1942, NEWER CONCRETE WAS PLACED
 LX3817'HERE, AND THAT, JUST BEFORE IT SET, THE QUARTZ WAS PLACED OVER
 LX3817'THE BOLT, AND SMOOTHED OVER FOR A FINAL SETTING, AS IT APPEARS
 LX3817'TODAY.  K.B.J.S VISIBILITY SPACE IS NO LONGER HERE.  I TRIED
 LX3817'WITH A SHARP KNIFE TO DISLODGE THE SMALL PIECE OF QUARTZ
 LX3817'(ABOUT 3/4 INCH ACROSS) BUT IT WAS HARDER THAN MY BLADE.  I
 LX3817'THINK A SHARP COLD CHISEL COULD REMOVE THE ADJOINING CONCRETE,
 LX3817'AND DISCLOSE THE BOLT UNDERNEATH THE QUARTZ.
 LX3817'
 LX3817'THIS IS NOT THEORY, BECAUSE DIRECTIONS AND SLOPE-DISTANCES TO
 LX3817'THE THREE R.M.S CHECKED VERY CLOSELY.  ALSO THE QUARTZ IS
 LX3817'APPROX. MIDWAY BETWEEN THREE SQUARE, CONCRETE FOUNDATIONS, EACH
 LX3817'ABOUT 2-1/2 FT. SQUARE, AND RANGING IN HEIGHT ABOVE ROCK BASE FROM
 LX3817'20 IN, 29 IN, AND 3 FT 7-1/2 IN.  EACH FOUNDATION HAS FOUR
 LX3817'THREADED BOLTS EXTENDING UPWARD, AND EACH BOLT CARRIES A RUSTY
 LX3817'NUT, EXCEPT THAT THE SW FOUNDATION HAS ONLY 3 NUTS.  DISTANCES
 LX3817'BETWEEN CENTERS OF FOUNDATIONS IS ABOUT 17 FEET.  IN THE TOP
 LX3817'OF THE SW FOUNDATION IS F. RAINER AND R S S WOOSTER AND THE
 LX3817'INITIALS JHD AND THE DATE 3-21-1938--ALL DONE WITH A SHARP
 LX3817'INSTRUMENT, BEFORE THE CONCRETE HARDENED.  NOTE--IN MY 6/16/64
 LX3817'LETTER TO THE DIRECTOR, THIRD PARAGRAPH, IS I FOUND FOUR CONCRETE
 LX3817'SUPPORTS. . . THE FOUR SHOULD HAVE BEEN THREE.  PRIOR TO MY
 LX3817'6/16/64 LETTER, I COULD FIND NO R.M.S, BUT TODAY I FOUND ALL
 LX3817'THREE, AS FOLLOWS--
 LX3817'
 LX3817'R.M. 1--RECOVERED AS DESCRIBED, IN VERY GOOD CONDITION, EXCEPT
 LX3817'THAT STAMPED DATE IS 1937.  TOP OF DISK IS TILTED SLIGHTLY
 LX3817'DOWNWARD TOWARD STATION, BUT IS SOLIDLY SECURE IN PLACE.
 LX3817'
 LX3817'R.M. 2--RECOVERED AS DESCRIBED, IN VERY GOOD CONDITION, BUT ITS
 LX3817'STAMPED DATE IS ALSO 1937.  ALSO, ITS BEARING FROM THE STATION IS
 LX3817'E X S--NOT E.
 LX3817'
 LX3817'R.M. 3--RECOVERED AS DESCRIBED, IN VERY GOOD CONDITION, BUT ITS
 LX3817'STAMPED DATE IS ALSO 1937.  UNDERSIDE OF DISK ON N TANGENT TO ITS
 LX3817'PERIPHERY HAS NO CEMENT, BUT FITS SNUGLY TO SURFACE OF
 LX3817'BOULDER.  DISK IS SOLIDLY SECURE.
 LX3817'
 LX3817'TOOK THREE COLOR SHOTS, AT THE STATION.  IF THEY ARE GOOD ILL
 LX3817'FORWARD THEM.  ALSO, ILL SEND A REVISED TO REACH
 LX3817'DIRECTIONS.  K.B.J.S WAS THE BEST AVAILABLE, BUT THERE ARE CHANGES
 LX3817'IN APPROACH.
 LX3817'
 LX3817'I NEEDED 2 RECONNAISANCE TRIPS PLUS 4 TRIPS CLIMBING WOOSTER
 LX3817'MTN. TO BE SURE ID FOUND THE STATION.  GREATEST HELPS WERE COMPASS,
 LX3817'USCGS POCKET ANEROID, AND TAPE, PLUS A COMPARATIVE LACK OF FOLIAGE
 LX3817'ON DECIDUOUS TREES TODAY.  CLOSELY SPACED TREES ARE 8 IN TO 12 IN
 LX3817'IN DIAMETER, AND TRAILS ARE WINDING AND EXCEPTIONALLY DIM.
 LX3817'REALLY NEEDED THE ANEROID TO BE SURE I REACHED THE TOP--RATHER
 LX3817'RUGGED GOING.
 LX3817'
 LX3817'FROM CENTER OF DANBURY, GO W ON WEST ST., THEN S ON PARK AVE.,
 LX3817'WHICH WINDS SWLY AND W TO THE E BOUNDARY OF THE DANBURY FAIR
 LX3817'GROUNDS.  HERE, TURN LEFT (S) ON ROUTE 7, AND CONTINUE S TO THE
 LX3817'OVERHEAD TRAFFIC LIGHT AT MIRY BROOK ROAD.  THIS JUNCTION ADJOINS
 LX3817'THE SELY BOUNDARY OF THE DANBURY AIRPORT.
 LX3817'
 LX3817'AGAIN, FROM NORWALK, OR THE MERRITT PARKWAY, TAKE ROUTE 7,
 LX3817'HEADING NLY, TO THE ABOVE SAME JUNCTION OF ROUTE 7 AND MIRY
 LX3817'BROOK ROAD.
 LX3817'
 LX3817'HERE, TURN WLY ON MIRY BROOK ROAD, WHICH SKIRTS THE SN BOUNDARY
 LX3817'OF THE AIRPORT, AND CONTINUES SW, W, AND AGAIN SW.  USING THE
 LX3817'ABOVE ROUTE 7 JUNCTION AS 0.0, PASS SUGAR HOLLOW RD. ON LEFT,
 LX3817'AT 0.3.  PASS SPRUCE MTN. RD. ON LEFT AT 0.6.  PASS BACKUS RD. ON
 LX3817'RIGHT, AT 1.3.  PASS WOOSTER SCHOOL ENTRANCE ON RIGHT, AT
 LX3817'1.4.  CROSS BRIDGE AND TURN LEFT ON PINE MTN. RD., AT 1.80---ALL
 LX3817'DISTANCES, STATUTE MILES, WLY FROM ROUTE 7.
 LX3817'
 LX3817'GO S ON PINE MTN. RD., 0.4 MILE TO RALPH MARSHS RED (FORMERLY
 LX3817'WHITE) HOUSE ON RIGHT.  ABOUT 8 YEARS AGO, HE CLIMBED PINE
 LX3817'MTN., AND SAW STATION WOOSTER.  HE GAVE ME ADVICE, BUT SOME OF
 LX3817'THE APPROACH DETAILS HAVE CHANGED SINCE HIS TRIP.  FROM MARSHS
 LX3817'HOUSE, CONTINUE S FOR 0.3 MILE TO FOUR MAIL BOXES ON THE
 LX3817'RIGHT.  HERE, PARK CAR ON E SIDE OF PINE MTN. RD., EXCEPT IN
 LX3817'VERY DRY WEATHER, AND WALK E, SLIGHTLY UPHILL, FOR 0.16 MILE TO
 LX3817'A STONE HOUSE, AT THE END OF POOR, NARROW, DIRT ROAD.
 LX3817'STONE HOUSE BURNED DOWN PRIOR TO 1960 WHEN I FIRST SEARCHED FOR
 LX3817'IT, BUT HAS BEEN REBUILT ON OLD FOUNDATION SINCE THAT YEAR---FIRST
 LX3817'STORY IS OF STONE.  2ND STORY, WOOD, PAINTED RED.  CHIMNEY,
 LX3817'N SIDE OF HOUSE, IS MADE OF CONCRETE BLOCKS.  NO SIGNS OF
 LX3817'OCCUPANTS, 4/2/64 NOR 10/22/64.
 LX3817'
 LX3817'155 FT. W OF CHIMNEY OF STONE HOUSE IS A PASSABLE BRIDGE (NO SIDE
 LX3817'RAILINGS) OVER A NARROW BROOK.  CROSS BRIDGE AND GO E, PASSING N
 LX3817'OF STONE HOUSE.  335 FT. E, UP A STEEP GRADE, FROM THE STONE
 LX3817'HOUSE CHIMNEY, IS A BREAK OR OPENING IN THE STONE WALL WHICH
 LX3817'LINES THE S SIDE OF THIS VERY NARROW, ROCKY, DIRT ROAD.  (THIS
 LX3817'ROAD HAS RECENTLY BEEN BULLDOZED ELY, BUT BECAUSE OF ROCKS AND
 LX3817'LEDGE IS IMPASSABLE FOR AN ORDINARY CAR).  AT THE ABOVE NOTED
 LX3817'STONEWALL OPENING, TURN SHARP RIGHT AND GO S ABOUT 40 FT., AND
 LX3817'CROSS A NARROW BROOK.  CONTINUE S ON A PASSABLE TRAIL WHICH
 LX3817'GRADUALLY TURNS SELY AND BECOMES NARROWER AND DIMMER,
 LX3817'WINDING CONSIDERABLY, WITH FREQUENT DIM SIDE TRAILS.  ALL IN
 LX3817'THICK FOREST FROM THE BROOK TO THE TOP.
 LX3817'
 LX3817'FROM THE STONE HOUSE TO THE STATION, THE COURSE IS N 120 DEG E,
 LX3817'MAGNETIC, AND I ESTIMATE THE DISTANCE TO BE 0.5 STATUTE MILE.  I
 LX3817'SIMPLY HAD TO USE DEAD RECKONING TO FOLLOW THE COURSE, ALLOWING FOR
 LX3817'TRAIL TACKS TO THE RIGHT AND LEFT.
 LX3817'
 LX3817'ABOUT 0.35 MILE FROM THE WALL OPENING IS AN IMPORTANT FORKS.  TAKE
 LX3817'THE RIGHT HAND ONE AND GO ANOTHER 0.15 MILE ON APPROX. N 120 E,
 LX3817'AT WHICH POINT ONE OF THE THREE CONCRETE FOUNDATIONS CAN BE SEEN
 LX3817'ELY ACROSS A RAVINE, AND THEN UP AN ALMOST SHEER ROCK CLIFF.  (I
 LX3817'CLIMBED THIS--ITS RUGGED--DONT DO IT).  FROM THE ABOVE NOTED
 LX3817'POINT* CONTINUE N 120 DEG E, AND ROUND THE S FACE OF THE ROCK
 LX3817'CLIFF, GRADUALLY GOING ELY AND NLY TO THE SE SIDE OF THE
 LX3817'ROCKY OUTCROP, WHERE THE CLIMB TO THE STATION IS MUCH EASIER.
 LX3817'ALL THIS DETAIL IS NEEDED FOR A STRANGER.  I COULD DO IT AGAIN
 LX3817'WITH NO DIRECTIONS.  BUT I FAILED ON 3 CLIMBS BEFORE
 LX3817'10/22/64.
 LX3817
 LX3817                          STATION RECOVERY (1966)
 LX3817
 LX3817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JLC)
 LX3817'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND NO. 3 WERE
 LX3817'RECOVERED IN GOOD CONDITION.  A DIFFERENCE OF THE MARK TO MARK
 LX3817'SLOPE MEASUREMENT TO REFERENCE MARKS NO. 1 AND NO. 3 WAS NOTED
 LX3817'AND CHECKED IN THE FIELD.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LX3817'
 LX3817'THE STATION IS LOCATED ON THE SUMMIT OF WOOSTER MOUNTAIN, ABOUT
 LX3817'3-1/2 MILES SOUTHWEST OF DANBURY, 2 MILES SOUTHEAST OF RIDGEBURY
 LX3817'VILLAGE, 1-1/2 MILES SOUTH OF THE DANBURY AIRPORT AND ON THE
 LX3817'PROPERTY OF MR. O.F. LIPPOLT.
 LX3817'
 LX3817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 7 WITH
 LX3817'STATE HIGHWAY 35 WHICH IS ABOUT 6 MILES SOUTH OF DANBURY, GO NORTH
 LX3817'ON U.S. HIGHWAY 7 FOR 3.5 MILES TO A CROSSROAD AND A TRAFFIC
 LX3817'LIGHT.  (CHEVRON SERVICE STATION IN THE NORTHWEST ANGLE OF THE
 LX3817'INTERSECTION) TURN LEFT AND GO IN A WESTERLY DIRECTION ON MIRY
 LX3817'BROOK ROAD FOR 0.25 MILE TO A FORK.  KEEP RIGHT AND CONTINUE
 LX3817'WEST ON MIRY BROOK ROAD FOR 0.9 MILE TO A CROSSROAD WITH A SMALL
 LX3817'TRAFFIC TRIANGLE.  KEEP LEFT AND GO SOUTHWEST ON BACKUS AVENUE FOR
 LX3817'0.55 MILE TO A SIDE ROAD LEFT.  (JUST AFTER CROSSING A SMALL
 LX3817'BRIDGE) TURN LEFT AND GO SOUTH ON PINE MOUNTAIN ROAD FOR 0.7
 LX3817'MILE TO A SIDE ROAD LEFT AND FOUR MAIL BOXES AND POWER LINE
 LX3817'POLE NO. 4196 ON THE RIGHT.  TURN LEFT AND GO EAST ALONG A
 LX3817'POWER LINE FOR 0.1 MILE TO A FORK BY A SUMMER HOME.  KEEP
 LX3817'LEFT, ACROSS A SMALL BRIDGE, AND FOLLOW ALONG THE POWER
 LX3817'LINE FOR 0.1 MILE TO A WOODS ROAD RIGHT, 35 PACES EAST OF
 LX3817'POWER LINE POLE NO. 7185.  TURN RIGHT AND FOLLOW THE WOODS
 LX3817'ROAD WHICH BECOMES ROCKY AND BOGGY, SOUTH AND SOUTHEASTERLY,
 LX3817'FOR 0.6 MILE TO THE STATION ON THE LEFT ON A PROMINENT ROCKY
 LX3817'POINT.  (4-WHEEL DRIVE)
 LX3817'
 LX3817'THE STATION MARK IS A COPPER BOLT WITH CROSS CUT IN THE TOP SET
 LX3817'IN A DRILLED HOLE ABOUT 2 FEET BELOW THE HIGHEST POINT OF A
 LX3817'PROMINENT OUTCROP WHICH ITSELF FORMS THE EXACT SUMMIT OF THE
 LX3817'HILL.  THE BOLT HAS BEEN GIVEN PROTECTION BY CONCRETE WHICH
 LX3817'SURROUNDS IT LEAVING A SPACE SO THAT IT IS STILL VISIBLE.  THIS
 LX3817'CONCRETE PROJECTS ABOUT 3 INCHES ABOVE THE TOP OF THE BOLT.  IT
 LX3817'IS 25 FEET SOUTH-SOUTHWEST OF A 24-INCH TRIANGULAR BLAZED TREE,
 LX3817'9.1 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A CONCRETE
 LX3817'FOOTING, 8.9 FEET WEST OF THE WEST EDGE OF A CONCRETE FOOTING
 LX3817'AND 8.8 FEET NORTH-NORTHEAST OF THE NORTH EDGE OF A CONCRETE
 LX3817'FOOTING.
 LX3817'
 LX3817'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED WOOSTER 1937 NO 1
 LX3817'SET IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS 2 FEET ABOVE THE
 LX3817'GROUND.  IT IS 112 FEET NORTHEAST OF THE 24-INCH TRIANGULAR
 LX3817'BLAZED TREE AND ABOUT 10 FEET LOWER THAN THE STATION MARK.  NOTE
 LX3817'12C
 LX3817'
 LX3817'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED WOOSTER 1937 NO
 LX3817'2 SET IN A DRILLED HOLE IN A BOULDER WHICH PROJECTS 2-1/2 FEET
 LX3817'ABOVE THE GROUND.  IT IS 59 FEET EAST OF THE CENTER OF TRACK ROAD
 LX3817'AND ABOUT 20 FEET LOWER THAN THE STATION MARK.  NOTE 12C
 LX3817'
 LX3817'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED WOOSTER 1937 NO
 LX3817'3 SET IN A DRILLED HOLE IN A LARGE OUTCROP OF BEDROCK.  IT IS
 LX3817'134.5 FEET WEST OF THE NORTH CONCRETE FOOTING AND ABOUT 8 FEET
 LX3817'LOWER THAN THE STATION MARK.  NOTE 12A
 LX3817'
 LX3817'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 LX3817'
 LX3817'HEIGHT OF LIGHT ABOVE STATION MARK 61.5 FEET.
 LX3817
 LX3817                          STATION RECOVERY (1972)
 LX3817
 LX3817'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AJK)
 LX3817'(COPPER BOLT WITH CROSS CUT) EXCELLENT
 LX3817'
 LX3817'WOOSTER NO. 1 EXCELLENT
 LX3817'
 LX3817'WOOSTER NO. 2 EXCELLENT
 LX3817'
 LX3817'WOOSTER NO. 3 EXCELLENT
 LX3817'
 LX3817'THE CONCRETE TOWER FOOTINGS ARE STILL IN PLACE.
 LX3817'
 LX3817'TO REACH FROM THE INTERSECTION U.S. 7 (SUGAR HOLLOW ROAD),
 LX3817'WOOSTER HEIGHTS ROAD AND MIRY BROOK ROAD, (JUST SOUTHEAST OF
 LX3817'DANBURY AIRPORT) GO WEST ON MIRY BROOK ROAD FOR 1.17 MILES TO T
 LX3817'ROAD AND TURN LEFT.  PROCEED SOUTHWEST ON MIRY BROOK ROAD FOR
 LX3817'0.57 MILE TO ROAD LEFT.  TURN LEFT AND GO 0.80 MILE TO A Y IN
 LX3817'ROAD.  BEAR LEFT AND GO EAST UPHILL FOR 0.22 MILE TO A TWO STORY
 LX3817'STONE HOUSE, PASS AROUND THE HOUSE TO THE LEFT AND GO UP A
 LX3817'STEEP GRADE FOR ABOUT 0.1 MILE TO WHERE THE ROAD BENDS RIGHT AT
 LX3817'A SMALL STREAM.  THE ROAD IS A LITTLE ROUGH FROM HERE.
 LX3817'FOLLOW THE WOODS ROAD ESE FOR ABOUT 15 MINUTES (A MANS WALK) TO
 LX3817'TOP OF HILL AND STATION.
 LX3817
 LX3817                          STATION RECOVERY (1983)
 LX3817
 LX3817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (VDN)
 LX3817'THE STATION MARK AND REFERENCE MARKS 1,2 AND 3 WERE
 LX3817'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS BETWEEN THE
 LX3817'REFERENCE MARKS DID COMPARE TO THE OLD DATA, HOWEVER THE
 LX3817'DISTANCES WERE NOT CHECKED DUE TO THE FACT THEY WERE
 LX3817'MEASURED SLOPE IN THE PAST.  A NEW AND COMPLETE
 LX3817'DESCRIPTION FOLLOWS.  THE PROPERTY OF NANCY PURDY, 125
 LX3817'ROWATON WOODS ROAD, NORWALK CT 06877, HAS TO BE CROSSED
 LX3817'
 LX3817'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST
 LX3817'OF DANBURY, 4.8 KM (3.0 MI) EAST OF THE NEW YORK STATE
 LX3817'LINE, 2.4 KM (1.5 MI) SOUTH-SOUTHWEST OF THE DANBURY
 LX3817'MUNICIPAL AIRPORT, 1.6 KM (1.0 MI) WEST OF U.S. HIGHWAY
 LX3817'7 AND ON PINE MOUNTAIN.
 LX3817'OWNERSHIP--TOWN OF RIDGEFIELD, TOWN HALL, 400 MAIN STREET,
 LX3817'RIDGEFIELD CT 06877.
 LX3817'
 LX3817'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 LX3817'HIGHWAY 84 AND U.S. HIGHWAY 7, GO SOUTH ON HIGHWAY 7 FOR
 LX3817'1.7 KM (1.05 MI) TO A PAVED CROSSROAD AT THE EAST END
 LX3817'OF THE DANBURY MUNICIPAL AIRPORT.  TURN RIGHT,
 LX3817'WESTERLY, ON MIRY BROOK ROAD FOR 0.5 KM (0.3 MI) TO A
 LX3817'FORK.  BEAR RIGHT, SOUTHWEST, ON MIRY BROOK ROAD
 LX3817'FOR 1.5 KM (0.9 MI) TO A ROAD RIGHT.  CONTINUE AHEAD FOR
 LX3817'0.9 KM (0.6 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 LX3817'SOUTH, ON PINE MOUNTAIN ROAD FOR 1.0 KM (0.65 MI) TO A
 LX3817'TRACK ROAD LEFT.  TURN LEFT SOUTHEAST, FOR 0.25 KM (0.15 MI)
 LX3817'TO A DIM WOODS ROAD LEFT AND A BRIDGE ON THE LEFT, JUST
 LX3817'BEFORE REACHING A DESERTED HOUSE.  TURN LEFT CROSSING
 LX3817'BRIDGE AND FOLLOW DIM WOODS ROAD FOR 0.15 KM (0.1 MI)
 LX3817'TO A FORK RIGHT.  TURN RIGHT, SOUTH, CROSSING A SMALL
 LX3817'CREEK AND FOLLOW DIM WOODS ROAD FOR 0.45 KM (0.25 MI) TO A
 LX3817'FORK.  KEEP LEFT, SOUTHEAST, ON DIM WOODS ROAD FOR 0.5 KM
 LX3817'(0.3 MI) TO ETT ON THE NORTHEAST SIDE OF A ROCKY KNOLL
 LX3817'AND THE STATION ON HIGH GROUND.  PACK UPHILL 50 PACES TO
 LX3817'THE STATION SITE.
 LX3817'
 LX3817'THE STATION IS A COPPER BOLT WITH A CROSS CUT IN TOP,
 LX3817'SET IN A DRILL HOLE IN A ROCK LEDGE AND SURROUNDED
 LX3817'BY CONCRETE.  IT IS RECESSED 7 CM BELOW THE CONCRETE.
 LX3817'IT IS LOCATED
 LX3817'7.77 METERS (25.5 FT) SOUTH-SOUTHWEST FROM 50 CM DIA OAK TREE,
 LX3817'7.16 METERS (23.5 FT) SOUTH-SOUTHEAST FROM A 45 CM DIA BENT OAK
 LX3817'TREE AND
 LX3817'3.50 METERS (11.5 FT) NORTHEAST FROM A WITNESS POST.
 LX3817'
 LX3817'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX3817'STAMPED---WOOSTER 1937 NO 1---,
 LX3817'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 2 METERS
 LX3817'LARGEST DIMENSION.  IT IS LOCATED
 LX3817'29 METERS (95 FT) NORTH-NORTHEAST FROM THE END OF THE WOODS ROAD,
 LX3817'8.53 METERS (28.0 FT) NORTHWEST FROM A 40 CM DIA PINE TREE AND
 LX3817'7.16 METERS (23.5 FT) NORTHEAST FROM A TWIN TRUNKED OAK TREE.
 LX3817'MARK IS BELOW STATION 5 METERS.
 LX3817'
 LX3817'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX3817'STAMPED---WOOSTER 1937 NO 2---,
 LX3817'SET INTO THE TOP OF A BOULDER OF 1.5 METERS
 LX3817'LARGEST DIMENSION.  IT IS LOCATED
 LX3817'18 METERS (59 FT) EAST FROM THE CENTER OF THE WOODS ROAD,
 LX3817'10.52 METERS (34.5 FT) SOUTH-SOUTHEAST FROM A 60 CM DIA OAK TREE
 LX3817'AND
 LX3817'0.88 METER (2.9 FT) EAST-NORTHEAST FROM A 20 CM HICKORY TREE.
 LX3817'MARK IS BELOW STATION 8 METERS.
 LX3817'
 LX3817'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 LX3817'STAMPED---WOOSTER 1937 NO 3---,
 LX3817'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3817'10.8 METERS (35.5 FT) WEST-NORTHWEST FROM THE EASTERLY POINT OF
 LX3817'THE ROCK OUTCROP,
 LX3817'3.35 METERS (11.0 FT) SOUTH-SOUTHWEST FROM A TWIN FORKED OAK TREE
 LX3817'AND
 LX3817'3.20 METERS (10.5 FT) NORTH FROM THE SOUTH EDGE OF THE ROCK
 LX3817'OUTCROP.
 LX3817'MARK IS BELOW STATION 8 METERS.
 LX3817'
 LX3817'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF
 LX3817'HEAVY WOODS.
 LX3817'
 LX3817'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.1 METERS.
 LX3817'
 LX3817'DESCRIBED BY R.T. WOODRUFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3891 ***********************************************************************
 LX3891  DESIGNATION -  WRECK
 LX3891  PID         -  LX3891
 LX3891  STATE/COUNTY-  CT/FAIRFIELD
 LX3891  USGS QUAD   -  STAMFORD (1984)
 LX3891
 LX3891                         *CURRENT SURVEY CONTROL
 LX3891  ___________________________________________________________________
 LX3891* NAD 83(1996)-  41 00 08.85171(N)    073 35 21.14920(W)     ADJUSTED  
 LX3891* NAVD 88     -                                                        
 LX3891  ___________________________________________________________________
 LX3891  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 LX3891  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX3891
 LX3891  HORZ ORDER  -  THIRD
 LX3891
 LX3891.The horizontal coordinates were established by classical geodetic methods
 LX3891.and adjusted by the National Geodetic Survey in August 1998..
 LX3891
 LX3891
 LX3891.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3891
 LX3891.The geoid height was determined by GEOID03.
 LX3891
 LX3891;                    North         East     Units Scale Factor Converg.
 LX3891;SPC CT       -   171,525.702   234,195.590   MT  1.00002583   -0 33 23.2
 LX3891;SPC CT       -   562,747.24    768,356.70   sFT  1.00002583   -0 33 23.2
 LX3891;SPC NY L     -    92,893.654   334,560.586   MT  0.99999843   +0 16 07.3
 LX3891;SPC NY L     -   304,768.60  1,097,637.52   sFT  0.99999843   +0 16 07.3
 LX3891;UTM  18      - 4,539,988.484   618,647.041   MT  0.99977326   +0 55 32.6
 LX3891
 LX3891                          SUPERSEDED SURVEY CONTROL
 LX3891
 LX3891  NAD 83(1992)-  41 00 08.85111(N)    073 35 21.14910(W) AD(       ) 4
 LX3891  NAD 83(1986)-  41 00 08.85106(N)    073 35 21.14931(W) AD(       ) 4
 LX3891  NAD 27      -  41 00 08.50000(N)    073 35 22.71000(W) AD(       ) 3
 LX3891
 LX3891.Superseded values are not recommended for survey control.
 LX3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3891.See file dsdata.txt to determine how the superseded data were derived.
 LX3891
 LX3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL1864739988(NAD 83)
 LX3891
 LX3891  HISTORY     - Date     Condition        Report By
 LX3891  HISTORY     - 1931     MONUMENTED       CGS
 LX3891  HISTORY     - 1933     SEE DESCRIPTION  CGS
 LX3891
 LX3891                          STATION DESCRIPTION
 LX3891
 LX3891'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HEF)
 LX3891'THE STACK ON A WRECK W OF FLAT HEAD POINT AND ABOUT 2 MILES NE
 LX3891'OF GREAT CAPTAIN LIGHTHOUSE.
 LX3891
 LX3891                          STATION RECOVERY (1933)
 LX3891
 LX3891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX3891'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7252 ***********************************************************************
 LX7252  DESIGNATION -  WTIC
 LX7252  PID         -  LX7252
 LX7252  STATE/COUNTY-  CT/HARTFORD
 LX7252  USGS QUAD   -  AVON (1984)
 LX7252
 LX7252                         *CURRENT SURVEY CONTROL
 LX7252  ___________________________________________________________________
 LX7252* NAD 83(1996)-  41 46 13.68036(N)    072 47 53.92713(W)     ADJUSTED  
 LX7252* NAVD 88     -       243.1    (meters)     798.     (feet)  VERTCON   
 LX7252  ___________________________________________________________________
 LX7252  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LX7252  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX7252
 LX7252  HORZ ORDER  -  FIRST
 LX7252
 LX7252.The horizontal coordinates were established by classical geodetic methods
 LX7252.and adjusted by the National Geodetic Survey in August 1998..
 LX7252
 LX7252.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7252
 LX7252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7252
 LX7252.The geoid height was determined by GEOID03.
 LX7252
 LX7252;                    North         East     Units Scale Factor Converg.
 LX7252;SPC CT       -   256,479.478   300,783.514   MT  0.99999166   -0 01 55.3
 LX7252;SPC CT       -   841,466.42    986,820.58   sFT  0.99999166   -0 01 55.3
 LX7252;UTM  18      - 4,626,634.709   682,997.428   MT  1.00001210   +1 28 01.4
 LX7252
 LX7252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7252!SPC CT       -   0.99996644  x   0.99999166  =   0.99995810
 LX7252!UTM  18      -   0.99996644  x   1.00001210  =   0.99997854
 LX7252
 LX7252|---------------------------------------------------------------------|
 LX7252| PID    Reference Object                     Distance      Geod. Az  |
 LX7252|                                                           dddmmss.s |
 LX7252| LX7262 WTIC TP                              30.479 METERS 09547     |
 LX7252| CZ8137 WTIC RM 1                            10.115 METERS 10650     |
 LX7252| LX7133 FARMINGTON TV STA WVIT MAST         APPROX. 8.2 KM 1995627.0 |
 LX7252| LX7277 TAINE MTN                           APPROX.10.4 KM 2660636.0 |
 LX7252| CZ8138 WTIC RM 2                            24.822 METERS 26715     |
 LX7252| LX7263 AVON WFSB TV TOWER                  APPROX. 0.8 KM 3113224.7 |
 LX7252| CZ8139 WTIC RM 3                            31.114 METERS 31431     |
 LX7252| LX7251 SIMSBURY HEUBLEINS TOWER            APPROX. 6.2 KM 3595217.2 |
 LX7252|---------------------------------------------------------------------|
 LX7252
 LX7252                          SUPERSEDED SURVEY CONTROL
 LX7252
 LX7252  NAD 83(1996)-  41 46 13.67996(N)    072 47 53.92723(W) AD(       ) 1
 LX7252  NAD 83(1992)-  41 46 13.68022(N)    072 47 53.92755(W) AD(       ) 1
 LX7252  NAD 83(1992)-  41 46 13.68153(N)    072 47 53.92866(W) AD(       ) 1
 LX7252  NAD 83(1986)-  41 46 13.68183(N)    072 47 53.92893(W) AD(       ) 1
 LX7252  NAD 27      -  41 46 13.31999(N)    072 47 55.57829(W) AD(       ) 1
 LX7252  NGVD 29 (07/19/86)  243.3    (m)          798.     (f) VERT ANG       
 LX7252
 LX7252.Superseded values are not recommended for survey control.
 LX7252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7252.See file dsdata.txt to determine how the superseded data were derived.
 LX7252
 LX7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8299726635(NAD 83)
 LX7252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX7252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX7252_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX7252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7252+STABILITY: SURFACE MOTION
 LX7252
 LX7252  HISTORY     - Date     Condition        Report By
 LX7252  HISTORY     - 1936     MONUMENTED       CTGS
 LX7252  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX7252  HISTORY     - 1978     SEE DESCRIPTION  NGS
 LX7252  HISTORY     - 1980     GOOD             NGS
 LX7252  HISTORY     - 1981     GOOD             NGS
 LX7252
 LX7252                          STATION DESCRIPTION
 LX7252
 LX7252'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX7252'ON THE SOUTHERLY EXTREMITY OF TALCOTT MOUNTAN, BY AIRLINE ABOUT
 LX7252'6 MILES WEST OF HARTFORD AND ABOUT 3-1/2 MILES SOUTH-SOUTHEAST
 LX7252'OF AVON, ON THE PROPERTY OF THE TRAVELERS INSURANCE CO., HARTFORD,
 LX7252'ON TOP OF A THICKLY WOODED RIDGE 5 PACES NORTH OF A 10-INCH
 LX7252'TRIANGULARLY BLAZED OAK, AND 7 PACES EAST OF ANOTHER 10-INCH
 LX7252'OAK.  THE MARK IS STAMPED W.T.I.C.-1936, AND IS SET FLUSH WITH
 LX7252'THE GROUND.
 LX7252'
 LX7252'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 6 AND 202 AND
 LX7252'STATE HIGHWAY 10, GO EAST ON U.S. HIGHWAY 6 (FARMINGTON AVE. 3.6
 LX7252'MILES TO THE ENTRANCE OF THE METROPOLITAN WATER CO. PROPERTY.  TURN
 LX7252'LEFT THRU THE STONE ENTRANCE POST, AND GO STRAIGHT OVER THE DAM
 LX7252'0.2 MILE TO A STONE BRIDGE.  GO OVER THIS BRIDGE 0.1 MILE TO A
 LX7252'Y.  BEAR LEFT AND GO 0.25 MILE TO ANOTHER Y.  BEAR RIGHT AND GO
 LX7252'0.2 MILE TO ANOTHER Y.  BEAR RIGHT THRU WHITE GATES, OVER GRAVEL
 LX7252'ROADS 0.1 MILE TO AN INVERTED Y.  BEAR LEFT AND GO 0.15 MILE TO A
 LX7252'SIDE ROAD ON THE RIGHT (ALBANY AVE.), GO RIGHT ON THIS ROAD 0.1
 LX7252'MILE TO ANOTHER Y.  BEAR LEFT AND GO 0.2 MILE TO ANOTHER Y, LEFT
 LX7252'FORK OF WHICH IS CLOSED.  BEAR RIGHT AT THIS Y AND GO 0.3 MILE
 LX7252'TO A ROUGH GRAVEL ROAD ON THE LEFT.  TURN LEFT ON THIS ROAD AND
 LX7252'GO 1.2 MILES TO THE END OF THE GOOD ROAD.  CONTINUE ON THE
 LX7252'WOODS ROAD 0.9 MILE TO A 10-INCH TREE ON THE RIGHT MARKED BY A
 LX7252'TRIANGULAR BLAZED AND SLASH.  TURN RIGHT ON DIM ROAD AND GO 200
 LX7252'YARDS TO THE STATION.
 LX7252'
 LX7252'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX7252'CONCRETE AND WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK, NOTES
 LX7252'1A AND 12A.
 LX7252'
 LX7252'REFERENCE MARK NO. 1 IS 33.22 FEET SOUTH-SOUTHWEST OF THE STATION,
 LX7252'AND IS STAMPED W.T.I.C. R.M. NO.1-1936.  REFERENCE MARK NO. 2
 LX7252'IS 81.48 FEET WEST-SOUTHWEST OF THE STATION, AND STAMPED W.T.I.C.
 LX7252'R.M. NO.2-1936.  REFERENCE MARK NO. 3 IS 102.17 FEET NORTHWEST OF
 LX7252'THE STATION, AND STAMPED W.T.I.C. R.M. NO.3-1936.
 LX7252'
 LX7252'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LX7252
 LX7252                          STATION RECOVERY (1971)
 LX7252
 LX7252'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX7252'STATION W.T.I.C. 1936, AND RM 3 WERE FOUND IN EXCELLENT
 LX7252'CONDITION.  RM 1 AND RM 2 WERE NOT FOUND.  IT APPEARS THE
 LX7252'ANGLES OR THE DISTANCES TO THESE TWO ARE IN ERROR.  THE STATION
 LX7252'IS ABOUT ONE INCH BELOW THE SURFACE.  ORANGE RIBBON AND MANY
 LX7252'TRIANGULAR BLAZES WERE PUT IN TREES AROUND STATION SITE.  THE
 LX7252'STATION IS 34 FT SOUTHWEST OF A BLAZED 15 IN BLACK OAK.  17 IN
 LX7252'NORTHEAST OF A BLAZED WHITE OAK, 29 FT SOUTHEAST OF A TRIPLE 12
 LX7252'IN BLACK OAK AND 75 FT SOUTHEAST OF A 3 FT X 3 FT ROCK PILE.
 LX7252'
 LX7252'TO REACH FROM THE INTERSECTION OF RT 10 (COLLEGE HIGHWAY), NOD
 LX7252'RD. AND RT 44 (EAST MAIN ST.) AT ALSOP CORNER IN THE TOWN OF AVON,
 LX7252'GO EASTERLY ON RT 44 FOR 1.94 MILES AND TAKE A RIGHT ON A M.D.C.
 LX7252'(METROPOLITAN DISTRICT COMMISSION) ROAD IMMEDIATELY PAST SNECTO
 LX7252'POLE 86.  PROCEED SOUTHERLY ON M.D.C. ROAD CROSSING HIGH PRESSURE
 LX7252'0.48 AND 0.86 MILE.  TAKE RIGHT AT INTERSECTION, WHICH IS
 LX7252'1.54 MILES SOUTH OF RT. 44 AND CONTINUE SOUTHERLY, CROSSING
 LX7252'HIGH PRESSURE GAS LINE AT 0.41 MILE.  PROCEED SOUTHERLY FOR ANOTHER
 LX7252'0.55 MILE TO A ROAD ON RIGHT WITH CHAIN ACROSS IT.  THIS IS
 LX7252'METACOMET TRAIL.  FOLLOW TRAIL NORTHWESTERLY FOR 1-1/2
 LX7252'MINUTES (A MANS WALK) TO WHERE ROAD CROSSED POWER LINES.
 LX7252'CONTINUE ON TRAIL NORTHEASTERLY FOR ANOTHER SEVEN MINUTES TO A
 LX7252'TRIANGULAR BLAZE IN A TWIN 12 IN CHESTNUT OAK ON RIGHT.  AT
 LX7252'THIS TREE THE TRAIL REACHES A HIGH POINT.  LEAVE TRAIL AND
 LX7252'PROCEED EASTERLY FOR THREE MINUTES UP TO THE TOP OF HILL AND
 LX7252'STATION SITE,
 LX7252
 LX7252                          STATION RECOVERY (1978)
 LX7252
 LX7252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7252'THE STATION MARK, REFERENCE MARKS 1,2 AND 3 WERE RECOVERED IN
 LX7252'GOOD CONDITION.  THE DISTANCE AND DIRECTION BETWEEN THE
 LX7252'REFERENCE MARKS COMPARED WITH THE 1936 DATA.  A NEW AND
 LX7252'COMPLETE DESCRIPTION FOLLOWS.
 LX7252'
 LX7252'THE STATION IS LOCATED 6-1/2 MILES WEST OF HARTFORD, 4-3/4
 LX7252'MILES EAST-NORTHEAST OF UNIONVILLE, 3-1/2 MILES SOUTH-SOUTHEAST
 LX7252'OF AVON AND ON PROPERTY OWNED BY THE METROPOLITAN DISTRICT
 LX7252'COMMISSION OF 1420 FARMINGTON AVENUE, WEST HARTFORD CONNECTICUT
 LX7252'06107 (PHONE NUMBER 278-7850).
 LX7252'
 LX7252'TO REACH THE STATION FROM THE JUNCTION OF SOUTH MAIN STREET AND
 LX7252'FARMINGTON AVENUE IN WEST HARTFORD, GO SOUTHWEST ON FARMINGTON
 LX7252'AVENUE FOR 2.2 MILES TO A SIDE ROAD RIGHT AND A GATE, (ENTRANCE
 LX7252'TO THE METROPOLITAN DISTRICT COMMISSION OFFICE).  TURN RIGHT
 LX7252'PASSING THROUGH GATE FOR 0.15 MILE TO A GRAVEL SIDE ROAD LEFT
 LX7252'AND A GATE.  TURN LEFT PASSING THROUGH GATE AND GO 0.25 MILE TO
 LX7252'WHERE GRAVEL ROAD TURNS INTO A PAVED ROAD.  CONTINUE ON PAVED
 LX7252'ROAD FOR 0.1 MILE TO A T-ROAD.  TURN LEFT ON A PAVED ROAD AND
 LX7252'GO 0.1 MILE TO A FORK AND THE MAIN ROAD GOES TO THE RIGHT.
 LX7252'BEAR RIGHT FOR 0.05 MILE TO A POLE GATE.  PASS THROUGH GATE
 LX7252'AND CONTINUE AHEAD ON PAVED ROAD FOR 0.65 MILE TO A SIDE ROAD
 LX7252'LEFT.  TURN LEFT ON PAVED ROAD AND GO 0.1 MILE TO A SIDE ROAD
 LX7252'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.7 MILE TO THE END OF
 LX7252'PAVEMENT.  CONTINUE AHEAD ON A GRAVEL ROAD FOR 0.35 MILE TO
 LX7252'A TRACK ROAD ON THE LEFT.  TURN LEFT FOLLOWING THE TRACK
 LX7252'ROAD NORTHERLY FOR 0.05 MILE TO A POWER LINE CROSSING.
 LX7252'CONTINUE AHEAD ON TRACK ROAD FOR 0.35 MILE PASSING UNDER
 LX7252'POWER LINE AND THEN INTO WOODS AGAIN TO A TWIN-TRUNKED OAK
 LX7252'TREE ON THE RIGHT WITH A TRIANGLE BLAZE.  CONTINUE AHEAD ON
 LX7252'TRACK ROAD FOR 0.1 MILE TO A WOODS ROAD RIGHT.  TURN RIGHT
 LX7252'ON WOODS ROAD AND GO 0.1 MILE TO TOP OF HILL AND THE STATION
 LX7252'AS DESCRIBED.
 LX7252'
 LX7252'THE STATION MARKS ARE STANDARD DISKS STAMPED---WTIC
 LX7252'1936---.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 LX7252'SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND SURFACE AND HAS
 LX7252'A METAL ROD DRIVEN IN THE GROUND BESIDE THE MONUMENT.  IT IS
 LX7252'34.6 FEET SOUTHWEST OF A 14-INCH OAK TREE WITH A TRIANGLE BLAZE,
 LX7252'17.6 FEET NORTH-NORTHEAST OF A 10-INCH OAK TREE WITH TRIANGLE
 LX7252'BLAZE, 24.7 FEET SOUTH-SOUTHEAST OF A TWIN-TRUNKED HEMLOCK TREE
 LX7252'AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST.  THE 1936 DATA
 LX7252'STATES THERE IS AN UNDERGROUND DISK.
 LX7252'
 LX7252'REFERENCE MARK 1, A STANDARD DISK STAMPED---WTIC 1936 NO 1---,
 LX7252'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH
 LX7252'THE GROUND SURFACE.  IT IS 34 FEET SOUTH OF THE 14-INCH OAK
 LX7252'TREE WITH THE TRIANGLE BLAZE, 34 FEET SOUTHEAST OF A METAL
 LX7252'WITNESS POST, 23 FEET NORTH-NORTHEAST OF A 10-INCH HICKORY TREE,
 LX7252'AND 20 FEET NORTHWEST OF A 10-INCH HEMLOCK TREE.
 LX7252'
 LX7252'REFERENCE MARK 2, A STANDARD DISK STAMPED---1936 WTIC NO 2---,
 LX7252'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LX7252'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 15.3 FEET
 LX7252'SOUTH OF A 16-INCH OAK TREE, 9.6 FEET EAST OF A METAL WITNESS
 LX7252'POST AND 9.6 FEET NORTH-NORTHEAST OF A TWIN-TRUNKED OAK TREE.
 LX7252'
 LX7252'REFERENCE MARK 3, A STANDARD DISK STAMPED---WTIC 1936 NO 3---,
 LX7252'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, FLUSH WITH
 LX7252'THE GROUND SURFACE.  IT IS 27 FEET SOUTHEAST OF A TRIPPLE
 LX7252'TRUNKED OAK TREE, 10.5 FEET WEST-NORTHWEST OF A 10-INCH OAK
 LX7252'TREE AND 9.5 FEET NORTHEAST OF A 8-INCH OAK TREE.
 LX7252'
 LX7252'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK OR
 LX7252'A DISTANT REFERENCE MARK.
 LX7252'
 LX7252'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2 OR
 LX7252'REFERENCE MARKS 2 AND 3 DUE TO TREES AND BRUSH ON LINE.
 LX7252'
 LX7252'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 31.0 METERS.
 LX7252'
 LX7252'DESCRIBED BY A.J. KACZYNSKI.
 LX7252
 LX7252                          STATION RECOVERY (1980)
 LX7252
 LX7252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7252'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 LX7252'CONDITION.  A SHORTER DISTANCE OF 0.005 METER TO REFERENCE MARK
 LX7252'1 WAS NOTED AND VERIFIED.
 LX7252'THE DISTANCE TO REFERENCE MARKS 2 AND 3 COMPARED WITH
 LX7252'THE 1978 DATA.  THE DIRECTION TO ALL MARKS COMPARED.
 LX7252'
 LX7252'THE STATION IS LOCATED 10.4 KM (6-1/2 MI) WEST OF HARTFORD, 10.8
 LX7252'KM (4-3/4 MI) EAST-NORTHEAST OF UNIONVILLE, AND 5.6 KM (3-1/2 MI)
 LX7252'SOUTH-SOUTHEAST OF AVON.
 LX7252'OWNERSHIP--METROPOLITAN DISTRICT COMMISSION, 1420 FARMINGTON
 LX7252'AVENUE, WEST HARTFORD, CT 06107, PHONE 278-7850.
 LX7252'
 LX7252'TO REACH THE STATION FROM JUNCTION OF SOUTH MAIN STREET AND
 LX7252'FARMINGTON AVENUE IN WEST HARTFORD, GO SOUTHWEST ON FARMINGTON
 LX7252'AVENUE FOR 3.5 KM (2.2 MI) TO A SIDE ROAD RIGHT AND GATE
 LX7252'(ENTRANCE TO THE METROPOLTAN DISTRICT COMMISSION OFFICE).  TURN
 LX7252'RIGHT PASSING THROUGH GATE FOR 0.3 KM (0.2 MI) TO A SIDE ROAD
 LX7252'LEFT.  TURN LEFT AND GO FOR 0.2 KM (1.0 MI) TO THE END OF
 LX7252'PARKING AREA.  TURN LEFT ON PAVED ROAD WITH (DO NOT ENTER ROAD)
 LX7252'SIGNS ON EACH SIDE AND GO FOR 0.1 KM (0.05 MI) TO A STOP
 LX7252'SIGN.  CONTINUE AHEAD ON THE PAVED ROAD FOR 0.4 KM (0.25 MI) TO A
 LX7252'T-ROAD.  TURN LEFT ON THE PAVED ROAD FOR 0.6 KM (0.35 MI) TO A
 LX7252'SIDE ROAD LEFT.  CONTINUE AHEAD ON PAVED ROAD FOR 0.2 KM (0.1 MI)
 LX7252'TO A FORK WHERE MAIN ROAD GOES RIGHT.  CONTINUE AHEAD RIGHT0.1 KM
 LX7252'(0.05 MI) TO A POLE GATE.  PASS THROUGH GATE AND CONTINUE AHEAD ON
 LX7252'THE PAVED ROAD FOR 1.0 KM (0.65 MI) TO A SIDE ROAD LEFT.
 LX7252'TURN LEFT ON PAVED ROAD AND GO 0.2 KM (0.1 MI) TO A SIDE ROAD
 LX7252'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 1.1 KM (0.7 MI) TO THE END OF
 LX7252'PAVEMENT.  CONTINUE
 LX7252'ON A GRAVEL ROAD FOR 0.6 KM (0.35 MI) TO A TRACK ROAD
 LX7252'ON THE LEFT.  TURN LEFT, GO NORTHERLY FOR 0.1 KM (0.05 MI) TO A
 LX7252'POWER LINE CROSSING.  CONTINUE ON THE TRACK ROAD FOR 0.6 KM (0.35
 LX7252'MI) PASSING UNDER THE POWER LINE TO A TWIN-TRUNKED
 LX7252'OAK TREE ON RIGHT WITH A TRIANGLE BLAZE.  CONTINUE AHEAD ON TRACK
 LX7252'ROAD FOR 0.2 KM (0.1 MI) TO A LOGGING ROAD RIGHT.  TURN RIGHT AND
 LX7252'GO FOR 0.2 KM (0.1 MI) TO THE TOP OF HILL AND STATION.
 LX7252'
 LX7252'THE STATION IS A STANDARD CGS DISK
 LX7252'STAMPED---WTIC 1936---,
 LX7252'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 LX7252'FLUSH WITH GROUND.  IT IS LOCATED
 LX7252'10.3 METERS (33.8 FT) SOUTHWEST FROM A 36 CM DIAMETER
 LX7252'OAK TREE,
 LX7252'7.3 METERS (24.0 FT) EAST-SOUTHEAST FROM A TWIN TRUNKED TREE, AND
 LX7252'5.3 METERS (17.4 FT) NORTH-NORTHEAST FROM A 25 CM DIAMETER OAK
 LX7252'TREE.
 LX7252'
 LX7252'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7252'STAMPED---WTIC NO 1 1936---,
 LX7252'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7252'11.6 METERS (38.0 FT) EAST FROM A 30 CM DIAMETER OAK TREE,
 LX7252'10.4 METERS (34.1 FT) SOUTH FROM A 36 CM DIAMETER OAK TREE,
 LX7252'AND
 LX7252'6.1 METERS (20.0 FT) WEST-NORTHWEST FROM A 30 CM DIAMETER
 LX7252'SPRUCE TREE.
 LX7252'MARK IS LEVEL WITH STATION.
 LX7252'
 LX7252'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7252'STAMPED---WTIC NO 2 1936---,
 LX7252'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7252'5.4 METERS (17.7 FT) SOUTH FROM A TWIN TRUNKED OAK TREE,
 LX7252'2.9 METERS (9.5 FT) EAST FROM A METAL WITNESS POST WITH SIGN, AND
 LX7252'2.8 METERS (9.2 FT) NORTH FROM A TWIN TRUNKED OAK TREE.
 LX7252'MARK IS LEVEL WITH STATION.
 LX7252'
 LX7252'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX7252'STAMPED---WTIC NO 3 1936---,
 LX7252'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7252'3.2 METERS (10.5 FT) WEST FROM A 25 CM DIAMETER OAK TREE, AND
 LX7252'2.8 METERS (9.2 FT) NORTHEAST FROM A 20 CM DIAMETER OAK TREE.
 LX7252'MARK IS LEVEL WITH STATION.
 LX7252'
 LX7252'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND BRUSH
 LX7252'ON LINE.
 LX7252'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.5 METERS.
 LX7252'NO SUITALBE LOCATION FOR AZIMUTH OR DISTANT REFERENCE MARK.
 LX7252'
 LX7252'DESCRIBED BY J. N. LEONHARDT.
 LX7252
 LX7252                          STATION RECOVERY (1981)
 LX7252
 LX7252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7252'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 LX7252'IN 1980.  THE 1980 TO REACH IS GOOD.  NO DISTANCES OR ANGLES WERE
 LX7252'MEASURED AT THIS TIME.  A POLE MAST WAS ERRECTED AT THIS TIME FOR
 LX7252'CHECK ANGLE PURPOSES.
 LX7252'
 LX7252'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7135 ***********************************************************************
 LX7135  DESIGNATION -  WVIT
 LX7135  PID         -  LX7135
 LX7135  STATE/COUNTY-  CT/HARTFORD
 LX7135  USGS QUAD   -  NEW BRITAIN (1992)
 LX7135
 LX7135                         *CURRENT SURVEY CONTROL
 LX7135  ___________________________________________________________________
 LX7135* NAD 83(1996)-  41 42 01.50997(N)    072 49 58.75010(W)     ADJUSTED  
 LX7135* NAVD 88     -       232.9    (meters)     764.     (feet)  VERTCON   
 LX7135  ___________________________________________________________________
 LX7135  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LX7135  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX7135
 LX7135  HORZ ORDER  -  FIRST
 LX7135
 LX7135.The horizontal coordinates were established by classical geodetic methods
 LX7135.and adjusted by the National Geodetic Survey in August 1998..
 LX7135
 LX7135.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7135
 LX7135.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7135
 LX7135.The geoid height was determined by GEOID03.
 LX7135
 LX7135;                    North         East     Units Scale Factor Converg.
 LX7135;SPC CT       -   248,701.727   297,893.079   MT  0.99998737   -0 03 18.1
 LX7135;SPC CT       -   815,948.92    977,337.54   sFT  0.99998737   -0 03 18.1
 LX7135;UTM  18      - 4,618,783.921   680,311.267   MT  1.00000010   +1 26 31.1
 LX7135
 LX7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7135!SPC CT       -   0.99996804  x   0.99998737  =   0.99995541
 LX7135!UTM  18      -   0.99996804  x   1.00000010  =   0.99996814
 LX7135
 LX7135|---------------------------------------------------------------------|
 LX7135| PID    Reference Object                     Distance      Geod. Az  |
 LX7135|                                                           dddmmss.s |
 LX7135| LX7132 FARMINGTON RAD STA WRCH MAST        238.659 METERS 02537     |
 LX7135| CZ8140 WVIT RM 1                            18.095 METERS 03752     |
 LX7135| LX7133 FARMINGTON TV STA WVIT MAST          87.833 METERS 06256     |
 LX7135| LX7096 LIONS                               APPROX.11.5 KM 1322913.9 |
 LX7135| CZ8141 WVIT RM 2                             9.812 METERS 18349     |
 LX7135|---------------------------------------------------------------------|
 LX7135
 LX7135                          SUPERSEDED SURVEY CONTROL
 LX7135
 LX7135  NAD 83(1996)-  41 42 01.50948(N)    072 49 58.75019(W) AD(       ) 1
 LX7135  NAD 83(1992)-  41 42 01.50967(N)    072 49 58.75041(W) AD(       ) 1
 LX7135  NAD 83(1992)-  41 42 01.51121(N)    072 49 58.75179(W) AD(       ) 1
 LX7135  NAD 83(1986)-  41 42 01.51142(N)    072 49 58.75197(W) AD(       ) 1
 LX7135  NAD 27      -  41 42 01.14706(N)    072 50 00.39526(W) AD(       ) 1
 LX7135  NGVD 29 (07/19/86)  233.2    (m)          765.     (f) VERT ANG       
 LX7135
 LX7135.Superseded values are not recommended for survey control.
 LX7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7135.See file dsdata.txt to determine how the superseded data were derived.
 LX7135
 LX7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM8031118784(NAD 83)
 LX7135_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7135_SETTING: 80 = SET IN A BOULDER
 LX7135_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX7135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7135+STABILITY: SURFACE MOTION
 LX7135
 LX7135  HISTORY     - Date     Condition        Report By
 LX7135  HISTORY     - 1978     MONUMENTED       NGS
 LX7135  HISTORY     - 1981     GOOD             NGS
 LX7135
 LX7135                          STATION DESCRIPTION
 LX7135
 LX7135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (GEL)
 LX7135'STATION IS LOCATED ON A HILL LOCALLY KNOWN AS RATTLESNAKE
 LX7135'MOUNTAIN AND NEAR THE METACOMET TRAIL. IT IS ABOUT 3-3/4
 LX7135'MILES NORTHWEST OF NEW BRITIAN, 2-3/4 MILES NORTHEAST OF
 LX7135'PLAINVILLE, 1-1/2 MILES SOUTH OF FARMINGTON AND IS ON
 LX7135'PROPERTY OWNED BY CONNECTICUT TELEVISION INCORPORATED,
 LX7135'1422 NEW BRITIAN AVENUE, WEST HARTFORD CONNECTICUT.
 LX7135'PERMISSION BY MR. RAY PETROFSKY, BUSINESS MANAGER, PHONE
 LX7135'NUMBER 521-3030.
 LX7135'
 LX7135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 LX7135'AND STATE HIGHWAY 10. WHICH IS JUST SOUTH OF FARMINGTON.
 LX7135'GO EASTERLY ON U.S. HIGHWAY 6 FOR 0.95 MILE TO A SIDE ROAD
 LX7135'RIGHT. TURN RIGHT AND GO SOUTH UPHILL ON A NARROW PAVED
 LX7135'ROAD FOR 0.55 MILE TO A TELEVISION TRANSMITTING STATION
 LX7135'AND TWO LARGE MASTS ON THE LEFT. CONTINUE SOUTHERLY ON A
 LX7135'TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT,
 LX7135'APPROXIMATELY 200 FEET SOUTHWEST OF THE TRACK ROAD ALONG
 LX7135'A WELL MARKED TRAIL, (METACOMET TRAIL), TO THE CENTER ONE OF
 LX7135'THREE MASSIVE BOULDERS AND THE STATION.
 LX7135'
 LX7135'THE STATION MARK, A STANDARD DISK STAMPED---WVIT 1978---,
 LX7135'IS CEMENTED IN A DRILL HOLE IN A MASSIVE BOULDER THAT
 LX7135'PROJECTS 30 FEET ON THE WEST SIDE AND ABOUT 5 FEET ON THE
 LX7135'EAST SIDE. IT IS 17 FEET EAST OF THE WEST EDGE OF THE
 LX7135'BOULDER, 16 FEET SOUTH OF THE NORTH EDGE OF THE BOULDER
 LX7135'AND 15.5 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 LX7135'BOULDER.
 LX7135'
 LX7135'REFERENCE MARK 1, A STANDARD DISK STAMPED---WVIT NO 1 1978---,
 LX7135'IS CEMENTED IN A DRILL HOLE IN A MASSIVE BOULDER THAT PROJECTS
 LX7135'ABOUT 4 FEET ON THE EAST AND WEST SIDES OF THE BOULDER.
 LX7135'IT IS 17 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 LX7135'BOULDER, 8 FEET SOUTHWEST OF THE NORTH EDGE AND 7
 LX7135'FEET SOUTHWEST OF THE NORTHEAST CORNER.
 LX7135'
 LX7135'REFERENCE MARK 2, A STANDARD DISK STAMPED---WVIT NO 2 1978---,
 LX7135'IS CEMENTED IN A DRILL HOLE IN A MASSIVE BOULDER THAT PROJECTS
 LX7135'ABOUT 40 FEET ON THE NORTH SIDE OF THE BOULDER AND ABOUT 5
 LX7135'FEET ON THE EAST SIDE. IT IS 38 FEET NORTHEAST OF THE WEST
 LX7135'EDGE OF THE BOULDER, 12.5 FEET SOUTHEAST OF THE NORTHEAST
 LX7135'EDGE AND 3 FEET WEST OF THE EAST EDGE OF THE BOULDER.
 LX7135'
 LX7135'NO SUITABLE LOCATION WAS FOUND TO ESTABLISH AN AZIMUTH MARK.
 LX7135'
 LX7135'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 14.9 METERS.
 LX7135'
 LX7135'NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS 1 AND 2
 LX7135'DUE TO TREES ON LINE.
 LX7135'
 LX7135'DESCRIBED BY L.D. ACRES.
 LX7135
 LX7135                          STATION RECOVERY (1981)
 LX7135
 LX7135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX7135'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LX7135'GOOD CONDITION.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 LX7135'AGREED WITH THE 1978 DATA.  THE DISTANCE TO REFERENCE MARK 1
 LX7135'DISAGREED WITH THE 1978 DATA BY 0.039 METER SHORTER.  THE
 LX7135'DISTANCE TO REFERENCE MARK 2 DISAGREED WITH THE 1978 DATA
 LX7135'BY 0.010 METER LONGER.
 LX7135'THE STATION IS LOCATED ABOUT, 6 KM (3.8 MI) NORTHWEST OF
 LX7135'NEW BRITAIN, 4.4 KM (2.8 MI) NORTHEAST OF PLAINVILLE, 2.4 KM
 LX7135'(1.5 MI) SOUTH OF FARMINGTON, ON A HILL KNOWN AS RATTLESNAKE
 LX7135'MOUNTAIN.
 LX7135'OWNERSHIP--CONNECTICUT TELEVISION INCORPORATED,
 LX7135'1422 NEW BRITAIN AVENUE, WEST HARTFORD CT, PHONE 203-521-3030.
 LX7135'
 LX7135'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LX7135'STATE HIGHWAY 10 WHICH IS JUST SOUTH OF FARMINGTON.  GO
 LX7135'EASTERLY ON U.S. HIGHWAY 6 FOR 0.8 KM (0.5 MI) TO A REVERSE
 LX7135'FORK.  CONTINUE EASTERLY ON U.S. HIGHWAY 6 FOR 1 KM (0.6 MI) TO
 LX7135'A BLINKING YELLOW LIGHT.  CONTINUE AHEAD ON HIGHWAY 6 FOR 0.3 KM
 LX7135'(0.2 MI) TO A NARROW SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 LX7135'UPHILL FOR 0.9 KM (0.55 MI) TO A TELEVISION TRANSMITTING STATION,
 LX7135'TWO LARGE MASTS ON THE LEFT AND THE END OF THE PAVEMENT.
 LX7135'CONTINUE SOUTHERLY NOW ON A TRACK ROAD FOR 0.1 KM (0.05 MI)
 LX7135'TO THE STATION ON THE LEFT, ABOUT 60 METERS (200 FT)
 LX7135'SOUTHWEST OF THE TRACK ROAD, ALONG THE WELL MARKED
 LX7135'METACOMET TRAIL IN THE CENTER ONE OF THREE MASSIVE BOULDERS.
 LX7135'
 LX7135'THE STATION IS A STANDARD NGS DISK
 LX7135'STAMPED---WVIT 1978---,
 LX7135'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF
 LX7135'25 METERS LARGEST DIMENSION.  IT IS LOCATED
 LX7135'5.18 METERS (17 FT) NORTHEAST FROM THE NORTHWEST
 LX7135'CORNER OF A BOULDER,
 LX7135'4.88 METERS (16 FT) SOUTH FROM THE NORTH
 LX7135'EDGE OF THE BOULDER AND
 LX7135'4.72 METERS (15.5 FT) SOUTHWEST FROM THE NORTHEAST EDGE OF
 LX7135'THE BOULDER.
 LX7135'
 LX7135'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 LX7135'STAMPED---WVIT NO 1 1978---,
 LX7135'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 32
 LX7135'METERS LARGEST DIMENSION.  IT IS LOCATED
 LX7135'5.18 METERS (17 FT) NORTHEAST FROM THE NORTHWEST
 LX7135'CORNER OF THE BOULDER,
 LX7135'2.43 METERS (8 FT) SOUTHWEST FROM THE NORTH EDGE
 LX7135'OF THE BOULDER AND
 LX7135'2.13 METERS (7 FT) SOUTHWEST FROM THE NORTHEAST EDGE OF THE
 LX7135'BOULDER.
 LX7135'MARK IS BELOW STATION 0.5 METERS.
 LX7135'
 LX7135'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 LX7135'STAMPED---WVIT NO 2 1978---,
 LX7135'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 25
 LX7135'METERS LARGEST DIMENSION. IT IS LOCATED
 LX7135'11.58 METERS (38 FT) NORTHEAST FROM THE WEST
 LX7135'EDGE OF A BOULDER,
 LX7135'3.81 METERS (12.5 FT) SOUTHEAST FROM THE NORTHEAST
 LX7135'EDGE OF THE BOULDER AND
 LX7135'0.91 METER (3 FT) WEST FROM THE EAST EDGE OF THE BOULDER.
 LX7135'MARK IS LEVEL WITH STATION.
 LX7135'
 LX7135'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TERRAIN.
 LX7135'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0735 ***********************************************************************
 LW0735  DESIGNATION -  WW 37
 LW0735  PID         -  LW0735
 LW0735  STATE/COUNTY-  CT/NEW LONDON
 LW0735  USGS QUAD   -  MYSTIC (1984)
 LW0735
 LW0735                         *CURRENT SURVEY CONTROL
 LW0735  ___________________________________________________________________
 LW0735* NAD 83(1986)-  41 20 48.     (N)    071 53 35.     (W)     SCALED    
 LW0735* NAVD 88     -         9.626  (meters)      31.58   (feet)  ADJUSTED  
 LW0735  ___________________________________________________________________
 LW0735  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW0735  DYNAMIC HT  -           9.623 (meters)      31.57  (feet)  COMP
 LW0735  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 LW0735
 LW0735  VERT ORDER  -  FIRST     CLASS I
 LW0735
 LW0735.The horizontal coordinates were scaled from a topographic map and have
 LW0735.an estimated accuracy of +/- 6 seconds.
 LW0735
 LW0735.The orthometric height was determined by differential leveling
 LW0735.and adjusted by the National Geodetic Survey in June 1991..
 LW0735
 LW0735.The geoid height was determined by GEOID03.
 LW0735
 LW0735.The dynamic height is computed by dividing the NAVD 88
 LW0735.geopotential number by the normal gravity value computed on the
 LW0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0735.degrees latitude (g = 980.6199 gals.).
 LW0735
 LW0735.The modeled gravity was interpolated from observed gravity values.
 LW0735
 LW0735;                    North         East    Units  Estimated Accuracy
 LW0735;SPC CT       -   209,770.      376,520.      MT  (+/- 180 meters Scaled)
 LW0735
 LW0735                          SUPERSEDED SURVEY CONTROL
 LW0735
 LW0735  NGVD 29 (??/??/92)    9.915  (m)           32.53   (f) ADJ UNCH    1 1
 LW0735
 LW0735.Superseded values are not recommended for survey control.
 LW0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0735.See file dsdata.txt to determine how the superseded data were derived.
 LW0735
 LW0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF579812(NAD 83)
 LW0735_MARKER: DB = BENCH MARK DISK
 LW0735_SETTING: 66 = SET IN ROCK OUTCROP
 LW0735_SP_SET: ROCK LEDGE
 LW0735_STAMPING: WW 37 1965
 LW0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0735+STABILITY: POSITION/ELEVATION WELL
 LW0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0735+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW0735
 LW0735  HISTORY     - Date     Condition        Report By
 LW0735  HISTORY     - 1965     MONUMENTED       CGS
 LW0735  HISTORY     - 1983     GOOD             USPSQD
 LW0735  HISTORY     - 1988     GOOD             USPSQD
 LW0735  HISTORY     - 20020219 GOOD             USPSQD
 LW0735
 LW0735                          STATION DESCRIPTION
 LW0735
 LW0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0735'0.8 MI NE FROM STONINGTON.
 LW0735'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 1 A FROM THE OVERPASS OVER
 LW0735'THE NY, NH AND H RAILROAD AT STONINGTON, 0.3 MILE SOUTHWEST OF
 LW0735'THE JUNCTION OF U.S. HIGHWAY 1 AND U.S. HIGHWAY 1 A, SET IN THE
 LW0735'TOP OF A ROCK LEDGE WHICH PROJECTS OUT OF A 6 FOOT HIGH ROCK CUT,
 LW0735'23 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET
 LW0735'NORTH OF THE CENTER OF A GRAVELED DRIVEWAY LEADING TO A HOUSE,
 LW0735'5 1/2 FEET NORTHWEST OF POWER LINE POLE NO. 3333, AND ABOUT 3
 LW0735'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0735
 LW0735                          STATION RECOVERY (1983)
 LW0735
 LW0735'RECOVERY NOTE BY US POWER SQUADRON 1983
 LW0735'POWER LINE POLE NO. 3333 NO LONGER EXISTS. BENCH MARK DISK IS APPROX.
 LW0735'84 FT. NORTH NORTHEAST OF POWERLINE POLE NO. 3332.
 LW0735
 LW0735                          STATION RECOVERY (1988)
 LW0735
 LW0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0735'RECOVERED IN GOOD CONDITION.
 LW0735
 LW0735                          STATION RECOVERY (2002)
 LW0735
 LW0735'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0925 ***********************************************************************
 LX0925  DESIGNATION -  WYE
 LX0925  PID         -  LX0925
 LX0925  STATE/COUNTY-  CT/NEW HAVEN
 LX0925  USGS QUAD   -  ANSONIA (1984)
 LX0925
 LX0925                         *CURRENT SURVEY CONTROL
 LX0925  ___________________________________________________________________
 LX0925* NAD 83(1996)-  41 19 02.35992(N)    073 05 06.19764(W)     ADJUSTED  
 LX0925* NAVD 88     -         5.673  (meters)      18.61   (feet)  ADJUSTED  
 LX0925  ___________________________________________________________________
 LX0925  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LX0925  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX0925  DYNAMIC HT  -           5.671 (meters)      18.61  (feet)  COMP
 LX0925  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 LX0925
 LX0925  HORZ ORDER  -  THIRD
 LX0925  VERT ORDER  -  SECOND    CLASS 0
 LX0925
 LX0925.The horizontal coordinates were established by classical geodetic methods
 LX0925.and adjusted by the National Geodetic Survey in August 1998..
 LX0925
 LX0925.The orthometric height was determined by differential leveling
 LX0925.and adjusted by the National Geodetic Survey in June 1991..
 LX0925
 LX0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX0925
 LX0925.The geoid height was determined by GEOID03.
 LX0925
 LX0925.The dynamic height is computed by dividing the NAVD 88
 LX0925.geopotential number by the normal gravity value computed on the
 LX0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0925.degrees latitude (g = 980.6199 gals.).
 LX0925
 LX0925.The modeled gravity was interpolated from observed gravity values.
 LX0925
 LX0925;                    North         East     Units Scale Factor Converg.
 LX0925;SPC CT       -   206,205.215   276,746.680   MT  0.99999023   -0 13 19.8
 LX0925;SPC CT       -   676,524.94    907,959.73   sFT  0.99999023   -0 13 19.8
 LX0925;UTM  18      - 4,575,752.537   660,278.831   MT  0.99991616   +1 15 52.5
 LX0925
 LX0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX0925!SPC CT       -   1.00000374  x   0.99999023  =   0.99999397
 LX0925!UTM  18      -   1.00000374  x   0.99991616  =   0.99991990
 LX0925
 LX0925|---------------------------------------------------------------------|
 LX0925| PID    Reference Object                     Distance      Geod. Az  |
 LX0925|                                                           dddmmss.s |
 LX0925| CB4398 SEMAPHORE POLE                        0.385 METERS 04709     |
 LX0925| LX3664 71                                  294.250 METERS 11251     |
 LX0925| LX3659 68                                  491.315 METERS 1645722.2 |
 LX0925| LX3642 HUNT                                APPROX. 0.9 KM 2055646.9 |
 LX0925|---------------------------------------------------------------------|
 LX0925
 LX0925                          SUPERSEDED SURVEY CONTROL
 LX0925
 LX0925  NAD 83(1992)-  41 19 02.35889(N)    073 05 06.19753(W) AD(       ) 3
 LX0925  NAD 83(1986)-  41 19 02.35948(N)    073 05 06.20257(W) AD(       ) 3
 LX0925  NAD 27      -  41 19 02.01100(N)    073 05 07.81200(W) AD(       ) 3
 LX0925  NGVD 29 (??/??/92)    5.980  (m)           19.62   (f) ADJ UNCH    2 0
 LX0925
 LX0925.Superseded values are not recommended for survey control.
 LX0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0925.See file dsdata.txt to determine how the superseded data were derived.
 LX0925
 LX0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL6027975753(NAD 83)
 LX0925_MARKER: DB = BENCH MARK DISK
 LX0925_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0925_SP_SET: SEMAPHORE
 LX0925_STAMPING: WYE 1934
 LX0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0925
 LX0925  HISTORY     - Date     Condition        Report By
 LX0925  HISTORY     - 1934     MONUMENTED       CTGS
 LX0925  HISTORY     - 1951     GOOD             NGS
 LX0925  HISTORY     - 1982     MARK NOT FOUND   NGS
 LX0925  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0925
 LX0925                          STATION DESCRIPTION
 LX0925
 LX0925'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1934 (GCM)
 LX0925'STATION IS A STANDARD HYD.  DISK SET IN A DRILL HOLE IN THE SW
 LX0925'CORNER OF THE CONCRETE BASE OF A RAILROAD SEMAPHORE ON WHAT IS
 LX0925'KNOWN AS HOG ISLAND IN THE TOWN OF DERBY.  IT LIES IN THE WESTERLY
 LX0925'ANGLE OF A WYE FRAMED BY TWO MAIN TRACKS ON THE S AND ONE
 LX0925'TRACK EACH ON THE E AND W, AND IS ABOUT MIDWAY BETWEEN THE
 LX0925'TWO STEEL RAILROAD BRIDGES.  SEMAPHORE IS PAINTED WHITE TRIMMED
 LX0925'WITH BLACK.  IT HAS TWO ARMS AT THE TOP AND ONE SMALL ARM AT
 LX0925'THE BOTTOM.  IT HAS A BLACK LADDER GOING UP THE W SIDE.
 LX0925'STATION WAS LOCATED AS PART OF SUPPLEMENTAL TRIANGULATION.  IT
 LX0925'IS 1.88 METERS N OF THE N RAIL OF THE WEST-BOUND MAIN TRACK,
 LX0925'0.08 METER FROM W EDGE, 0.09 METER FROM S EDGE OF
 LX0925'CONCRETE BASE.
 LX0925
 LX0925                          STATION RECOVERY (1951)
 LX0925
 LX0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LX0925'0.3 MI W FROM DERBY.
 LX0925'0.3 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0925'FROM THE STATION AT DERBY, NEW HAVEN COUNTY, AT THE JUNCTION
 LX0925'OF TWO BRIDGES OVER HOUSATONIC AND NAUGATUCK RIVERS, AT THE
 LX0925'SOUTHWEST CORNER OF A WYE, IN THE TOP OF THE BASE OF A
 LX0925'SEMAPHORE-AND-LIGHT TOWER, 5 FEET NORTH OF THE NORTH RAIL, AND
 LX0925'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD HYDROGRAPHIC-STATION
 LX0925'DISK, STAMPED WYE 1934.
 LX0925
 LX0925                          STATION RECOVERY (1982)
 LX0925
 LX0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0925'MARK NOT FOUND.
 LX0925
 LX0925                          STATION RECOVERY (1985)
 LX0925
 LX0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0925'NOT RECOVERED, THE DESCRIPTION IS NOW INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4646 ***********************************************************************
 LX4646  DESIGNATION -  WYMAN
 LX4646  PID         -  LX4646
 LX4646  STATE/COUNTY-  CT/WINDHAM
 LX4646  USGS QUAD   -  EASTFORD (1983)
 LX4646
 LX4646                         *CURRENT SURVEY CONTROL
 LX4646  ___________________________________________________________________
 LX4646* NAD 83(1996)-  41 55 24.15341(N)    072 05 25.46640(W)     ADJUSTED  
 LX4646* NAVD 88     -       231.3    (meters)     759.     (feet)  VERTCON   
 LX4646  ___________________________________________________________________
 LX4646  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LX4646  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX4646
 LX4646  HORZ ORDER  -  FIRST
 LX4646
 LX4646.The horizontal coordinates were established by classical geodetic methods
 LX4646.and adjusted by the National Geodetic Survey in August 1998..
 LX4646
 LX4646.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4646
 LX4646.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4646
 LX4646.The geoid height was determined by GEOID03.
 LX4646
 LX4646;                    North         East     Units Scale Factor Converg.
 LX4646;SPC CT       -   273,670.816   359,513.685   MT  1.00000624   +0 26 14.5
 LX4646;SPC CT       -   897,868.34  1,179,504.48   sFT  1.00000624   +0 26 14.5
 LX4646;UTM  18      - 4,645,363.653   741,265.701   MT  1.00031633   +1 56 41.8
 LX4646
 LX4646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4646!SPC CT       -   0.99996832  x   1.00000624  =   0.99997456
 LX4646!UTM  18      -   0.99996832  x   1.00031633  =   1.00028464
 LX4646
 LX4646:                Primary Azimuth Mark                     Grid Az
 LX4646:SPC CT       -  ABINGTON RELAY MAST                      140 08 31.2
 LX4646:UTM  18      -  ABINGTON RELAY MAST                      138 38 03.9
 LX4646
 LX4646|---------------------------------------------------------------------|
 LX4646| PID    Reference Object                     Distance      Geod. Az  |
 LX4646|                                                           dddmmss.s |
 LX4646| LX4654 ABINGTON RELAY MAST                 APPROX. 6.0 KM 1403445.7 |
 LX4646| CZ8144 WYMAN RM 3                           61.091 METERS 19219     |
 LX4646| CZ8142 WYMAN RM 1                           19.837 METERS 22621     |
 LX4646| CZ8143 WYMAN RM 2                           40.535 METERS 27127     |
 LX4646|---------------------------------------------------------------------|
 LX4646
 LX4646                          SUPERSEDED SURVEY CONTROL
 LX4646
 LX4646  NAD 83(1996)-  41 55 24.15311(N)    072 05 25.46634(W) AD(       ) 1
 LX4646  NAD 83(1992)-  41 55 24.15313(N)    072 05 25.46607(W) AD(       ) 1
 LX4646  NAD 83(1992)-  41 55 24.15334(N)    072 05 25.46637(W) AD(       ) 1
 LX4646  NAD 83(1986)-  41 55 24.15431(N)    072 05 25.46601(W) AD(       ) 1
 LX4646  NAD 27      -  41 55 23.80385(N)    072 05 27.19602(W) AD(       ) 1
 LX4646  NGVD 29 (07/19/86)  231.5    (m)          760.     (f) VERT ANG       
 LX4646
 LX4646.Superseded values are not recommended for survey control.
 LX4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4646.See file dsdata.txt to determine how the superseded data were derived.
 LX4646
 LX4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4126645364(NAD 83)
 LX4646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4646_SETTING: 80 = SET IN A BOULDER
 LX4646_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX4646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4646+STABILITY: SURFACE MOTION
 LX4646
 LX4646  HISTORY     - Date     Condition        Report By
 LX4646  HISTORY     - 1977     MONUMENTED       NGS
 LX4646
 LX4646                          STATION DESCRIPTION
 LX4646
 LX4646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4646'THE STATION IS ABOUT 4-1/2 MILES EAST OF WESTFORD,
 LX4646'1-1/2 MILES NORTH-NORTHWEST OF EASTFORD, 3/4 MILE SOUTHWEST
 LX4646'OF KENYONVILLE AND ON PROPERTY OWNED BY MR. EDGAR P. WYMAN,
 LX4646'NORTH SNADWICH, NEW HAMPSHIRE, PHONE NUMBER 603-284-6983,
 LX4646'AND MRS. GEORGE KIRK, 8 EAST WASHINGTON STREET, RUTLAND,
 LX4646'VERMONT, PHONE NUMBER 802-775-4045.
 LX4646'
 LX4646'TO REACH THE STATION FROM THE POST OFFICE IN EASTFORD, AT THE
 LX4646'JUNCTION OF STATE HIGHWAY 198, OLD COLONY ROAD AND WESTFORD
 LX4646'ROAD, GO WEST ON WESTFORD ROAD FOR 0.55 MILE TO A SIDE ROAD
 LX4646'RIGHT.  TURN RIGHT AND GO NORTH ON WEEKS ROAD FOR 0.85 MILE
 LX4646'TO THE END OF THE PAVED ROAD.  CONTINUE NORTHERLY ON WEEKS
 LX4646'ROAD FOR 0.55 MILE TO A SIDE ROAD LEFT AND A FIELD ROAD RIGHT.
 LX4646'TURN RIGHT, PASSING THROUGH A GAP IN A ROCK FENCE AND GO
 LX4646'EASTERLY ACROSS A FIELD FOR 0.05 MILE TO TOP OF HILL AND THE
 LX4646'STATION.
 LX4646'
 LX4646'STATION MARK, STAMPED---WYMAN 1977---, IS A STANDARD DISK
 LX4646'CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 6 FOOT BOULDER THAT
 LX4646'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET
 LX4646'SOUTH OF THE NORTH EDGE OF THE FIELD, 26.3 FEET WEST-NORTHWEST
 LX4646'OF A TRIANGLE BLAZED PINE TREE AND 22.7 FEET WEST OF A METAL
 LX4646'WITNESS POST.
 LX4646'
 LX4646'REFERENCE MARK 1, STAMPED---WYMAN NO 1 1977---, IS A STANDARD
 LX4646'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 LX4646'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 87 FEET
 LX4646'SOUTH OF THE NORTH EDGE OF THE FIELD, 85.6 FEET SOUTHWEST OF
 LX4646'A METAL WITNESS POST AND 84.5 FEET SOUTHWEST OF THE TRIANGLE
 LX4646'BLAZED PINE TREE.
 LX4646'
 LX4646'REFERENCE MARK 2, STAMPED---WYMAN NO 2 1977---, IS A STANDARD
 LX4646'DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT BOULDER THAT
 LX4646'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE AND IS ABOUT 3
 LX4646'FEET LOWER THAN THE STATION MARK.  IT IS 13 FEET SOUTHEAST OF
 LX4646'A SMALL TWIN TRUNKED OAK TREE AND 4.6 FEET SOUTH-SOUTHEAST OF
 LX4646'A METAL WITNESS POST THAT IS AT THE NORTH EDGE OF THE FIELD.
 LX4646'
 LX4646'REFERENCE MARK 3, STAMPED---WYMAN NO 3 1977---, IS A STANDARD
 LX4646'DISK CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT BOULDER THAT
 LX4646'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 115 FEET
 LX4646'NORTH OF THE NORTH SIDE OF A SMALL SHED, 78 FEET EAST-NORTHEAST
 LX4646'OF AN 18-INCH TREE AND 72 FEET EAST OF THE CENTER OF A ROW OF
 LX4646'TREES.
 LX4646'
 LX4646'THERE WAS NO SUITABLE LOCATION TO SET AN AZIMUTH MARK.
 LX4646'
 LX4646'HEIGHT OF LIGHT ABOVE STATION MARK WAS 26.4 METERS.
 LX4646'
 LX4646'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1084 ***********************************************************************
 LW1084  DESIGNATION -  X 10
 LW1084  PID         -  LW1084
 LW1084  STATE/COUNTY-  CT/WINDHAM
 LW1084  USGS QUAD   -  PLAINFIELD (1983)
 LW1084
 LW1084                         *CURRENT SURVEY CONTROL
 LW1084  ___________________________________________________________________
 LW1084* NAD 83(1986)-  41 40 48.     (N)    071 55 07.     (W)     SCALED    
 LW1084* NAVD 88     -        49.950  (meters)     163.88   (feet)  ADJUSTED  
 LW1084  ___________________________________________________________________
 LW1084  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1084  DYNAMIC HT  -          49.932 (meters)     163.82  (feet)  COMP
 LW1084  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 LW1084
 LW1084  VERT ORDER  -  FIRST     CLASS II
 LW1084
 LW1084.The horizontal coordinates were scaled from a topographic map and have
 LW1084.an estimated accuracy of +/- 6 seconds.
 LW1084
 LW1084.The orthometric height was determined by differential leveling
 LW1084.and adjusted by the National Geodetic Survey in June 1991..
 LW1084.WARNING-Repeat measurements at this control monument indicate possible
 LW1084.vertical movement.
 LW1084
 LW1084.The geoid height was determined by GEOID03.
 LW1084
 LW1084.The dynamic height is computed by dividing the NAVD 88
 LW1084.geopotential number by the normal gravity value computed on the
 LW1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1084.degrees latitude (g = 980.6199 gals.).
 LW1084
 LW1084.The modeled gravity was interpolated from observed gravity values.
 LW1084
 LW1084;                    North         East    Units  Estimated Accuracy
 LW1084;SPC CT       -   246,760.      374,020.      MT  (+/- 180 meters Scaled)
 LW1084
 LW1084                          SUPERSEDED SURVEY CONTROL
 LW1084
 LW1084  NGVD 29 (??/??/92)   50.208  (m)          164.72   (f) ADJ UNCH    1 2
 LW1084
 LW1084.Superseded values are not recommended for survey control.
 LW1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW1084.See file dsdata.txt to determine how the superseded data were derived.
 LW1084
 LW1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG570183(NAD 83)
 LW1084_MARKER: DB = BENCH MARK DISK
 LW1084_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1084_SP_SET: GRANITE PILASTER
 LW1084_STAMPING: X 10 1935
 LW1084_MARK LOGO: CGS   
 LW1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1084+STABILITY: POSITION/ELEVATION WELL
 LW1084
 LW1084  HISTORY     - Date     Condition        Report By
 LW1084  HISTORY     - 1935     MONUMENTED       CGS
 LW1084  HISTORY     - 1951     GOOD             NGS
 LW1084  HISTORY     - 1984     GOOD             NGS
 LW1084  HISTORY     - 1986     GOOD             NGS
 LW1084  HISTORY     - 1988     GOOD             USPSQD
 LW1084  HISTORY     - 19900503 GOOD             USPSQD
 LW1084
 LW1084                          STATION DESCRIPTION
 LW1084
 LW1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LW1084'IN PLAINFIELD.
 LW1084'AT PLAINFIELD, WINDHAM COUNTY, ON RAILROAD AVENUE, AT THE
 LW1084'COUNTY JUVENILE COURTHOUSE, BETWEEN THE TWO PILLARS AT THE
 LW1084'WEST SIDE OF THE ENTRANCE, 8 FEET WEST OF THE CENTERLINE OF THE
 LW1084'MAIN ENTRANCE, 40 FEET SOUTH OF THE CENTERLINE OF THE AVENUE,
 LW1084'AND ABOUT 5 FEET HIGHER THAN THE SIDEWALK.  NOTE-- BUILDING NO
 LW1084'LONGER OCCUPIED BY JUVENILE COURT.
 LW1084
 LW1084                          STATION RECOVERY (1951)
 LW1084
 LW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LW1084'RECOVERED IN GOOD CONDITION.
 LW1084
 LW1084                          STATION RECOVERY (1984)
 LW1084
 LW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1084'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN PLAINFIELD,
 LW1084'0.4 KM (0.25 MI) WEST ALONG STATE HIGHWAY 14A FROM THE JUNCTION OF
 LW1084'STATE HIGHWAY 12 TO THE MARK ON THE RIGHT, IN TOP OF THE FOUNDATION OF
 LW1084'BUILDING 22, BETTY ROSES BEAUTY BOX, FORMERLY THE JUVENILE COURT HOUSE
 LW1084'OF WINDHAM COUNTY, 9.44 METERS (31.0 FT) NORTH OF THE NORTH CURB OF
 LW1084'THE HIGHWAY, 2.31 METERS (7.6 FT) EAST OF THE CENTER OF THE ENTRANCE
 LW1084'DOOR OF THE BUILDING, 1.12 METERS (3.7 FT) SOUTHWEST OF THE SOUTHEAST
 LW1084'CORNER OF THE BUILDING.
 LW1084'THE MARK IS 1.4 M ABOVE HIGHWAY.
 LW1084
 LW1084                          STATION RECOVERY (1986)
 LW1084
 LW1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1084'RECOVERED IN GOOD CONDITION.
 LW1084
 LW1084                          STATION RECOVERY (1988)
 LW1084
 LW1084'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1084'RECOVERED IN GOOD CONDITION.
 LW1084
 LW1084                          STATION RECOVERY (1990)
 LW1084
 LW1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0960 ***********************************************************************
 LX0960  DESIGNATION -  X 11
 LX0960  PID         -  LX0960
 LX0960  STATE/COUNTY-  CT/FAIRFIELD
 LX0960  USGS QUAD   -  NEWTOWN (1984)
 LX0960
 LX0960                         *CURRENT SURVEY CONTROL
 LX0960  ___________________________________________________________________
 LX0960* NAD 83(1986)-  41 25 35.     (N)    073 21 38.     (W)     SCALED    
 LX0960* NAVD 88     -       107.665  (meters)     353.23   (feet)  ADJUSTED  
 LX0960  ___________________________________________________________________
 LX0960  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 LX0960  DYNAMIC HT  -         107.630 (meters)     353.12  (feet)  COMP
 LX0960  MODELED GRAV-     980,289.1   (mgal)                       NAVD 88
 LX0960
 LX0960  VERT ORDER  -  SECOND    CLASS 0
 LX0960
 LX0960.The horizontal coordinates were scaled from a topographic map and have
 LX0960.an estimated accuracy of +/- 6 seconds.
 LX0960
 LX0960.The orthometric height was determined by differential leveling
 LX0960.and adjusted by the National Geodetic Survey in June 1991..
 LX0960
 LX0960.The geoid height was determined by GEOID03.
 LX0960
 LX0960.The dynamic height is computed by dividing the NAVD 88
 LX0960.geopotential number by the normal gravity value computed on the
 LX0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0960.degrees latitude (g = 980.6199 gals.).
 LX0960
 LX0960.The modeled gravity was interpolated from observed gravity values.
 LX0960
 LX0960;                    North         East    Units  Estimated Accuracy
 LX0960;SPC CT       -   218,440.      253,770.      MT  (+/- 180 meters Scaled)
 LX0960
 LX0960                          SUPERSEDED SURVEY CONTROL
 LX0960
 LX0960  NGVD 29 (??/??/92)  107.946  (m)          354.15   (f) ADJ UNCH    2 0
 LX0960
 LX0960.Superseded values are not recommended for survey control.
 LX0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0960.See file dsdata.txt to determine how the superseded data were derived.
 LX0960
 LX0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL369873(NAD 83)
 LX0960_MARKER: DB = BENCH MARK DISK
 LX0960_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0960_SP_SET: ABUTMENT
 LX0960_STAMPING: X 11 1935
 LX0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0960
 LX0960  HISTORY     - Date     Condition        Report By
 LX0960  HISTORY     - 1935     MONUMENTED       CGS
 LX0960  HISTORY     - 1983     GOOD             NGS
 LX0960
 LX0960                          STATION DESCRIPTION
 LX0960
 LX0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0960'1 MI W FROM HAWLEYVILLE.
 LX0960'1.0 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0960'FROM THE STATION AT HAWLEYVILLE, FAIRFIELD COUNTY, AT HIGHWAY
 LX0960'OVERPASS 87.23, IN THE TOP OF THE NORTH ABUTMENT, 18 FEET WEST
 LX0960'OF THE EAST END, 6 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 LX0960'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED X 11 1935.
 LX0960
 LX0960                          STATION RECOVERY (1983)
 LX0960
 LX0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0745 ***********************************************************************
 LX0745  DESIGNATION -  X 13
 LX0745  PID         -  LX0745
 LX0745  STATE/COUNTY-  CT/LITCHFIELD
 LX0745  USGS QUAD   -  THOMASTON (1976)
 LX0745
 LX0745                         *CURRENT SURVEY CONTROL
 LX0745  ___________________________________________________________________
 LX0745* NAD 83(1986)-  41 40 22.     (N)    073 04 06.     (W)     SCALED    
 LX0745* NAVD 88     -       114.291  (meters)     374.97   (feet)  ADJUSTED  
 LX0745  ___________________________________________________________________
 LX0745  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX0745  DYNAMIC HT  -         114.255 (meters)     374.85  (feet)  COMP
 LX0745  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 LX0745
 LX0745  VERT ORDER  -  SECOND    CLASS 0
 LX0745
 LX0745.The horizontal coordinates were scaled from a topographic map and have
 LX0745.an estimated accuracy of +/- 6 seconds.
 LX0745
 LX0745.The orthometric height was determined by differential leveling
 LX0745.and adjusted by the National Geodetic Survey in June 1991..
 LX0745
 LX0745.The geoid height was determined by GEOID03.
 LX0745
 LX0745.The dynamic height is computed by dividing the NAVD 88
 LX0745.geopotential number by the normal gravity value computed on the
 LX0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0745.degrees latitude (g = 980.6199 gals.).
 LX0745
 LX0745.The modeled gravity was interpolated from observed gravity values.
 LX0745
 LX0745;                    North         East    Units  Estimated Accuracy
 LX0745;SPC CT       -   245,680.      278,290.      MT  (+/- 180 meters Scaled)
 LX0745
 LX0745                          SUPERSEDED SURVEY CONTROL
 LX0745
 LX0745  NGVD 29 (??/??/92)  114.55   (m)          375.8    (f) COMPUTED    2 0
 LX0745
 LX0745.Superseded values are not recommended for survey control.
 LX0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0745.See file dsdata.txt to determine how the superseded data were derived.
 LX0745
 LX0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM607152(NAD 83)
 LX0745_MARKER: DB = BENCH MARK DISK
 LX0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0745_SP_SET: WATER COLUMN BASE
 LX0745_STAMPING: X 13 1935
 LX0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0745
 LX0745  HISTORY     - Date     Condition        Report By
 LX0745  HISTORY     - 1935     MONUMENTED       CGS
 LX0745  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0745
 LX0745                          STATION DESCRIPTION
 LX0745
 LX0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0745'AT THOMASTON.
 LX0745'AT THOMASTON, LITCHFIELD COUNTY, 200 FEET SOUTH OF THE NEW YORK,
 LX0745'NEW HAVEN AND HARTFORD RAILROAD STATION, 50 FEET SOUTH OF A
 LX0745'WAITING PLATFORM, IN THE TOP OF THE SOUTHEAST CORNER OF THE BASE
 LX0745'OF A WATER COLUMN, 2.5 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL
 LX0745'WITH THE TRACK.
 LX0745
 LX0745                          STATION RECOVERY (1985)
 LX0745
 LX0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0745'NOT RECOVERED, CONSIDER DESTROYED, THE WATER COLUMN IS NOW BROKEN
 LX0745'APART.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0586 ***********************************************************************
 LX0586  DESIGNATION -  X 14
 LX0586  PID         -  LX0586
 LX0586  STATE/COUNTY-  CT/MIDDLESEX
 LX0586  USGS QUAD   -  MIDDLETOWN (1992)
 LX0586
 LX0586                         *CURRENT SURVEY CONTROL
 LX0586  ___________________________________________________________________
 LX0586* NAD 83(1986)-  41 34 09.     (N)    072 37 54.     (W)     SCALED    
 LX0586* NAVD 88     -        22.745  (meters)      74.62   (feet)  ADJUSTED  
 LX0586  ___________________________________________________________________
 LX0586  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 LX0586  DYNAMIC HT  -          22.738 (meters)      74.60  (feet)  COMP
 LX0586  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 LX0586
 LX0586  VERT ORDER  -  SECOND    CLASS 0
 LX0586
 LX0586.The horizontal coordinates were scaled from a topographic map and have
 LX0586.an estimated accuracy of +/- 6 seconds.
 LX0586
 LX0586.The orthometric height was determined by differential leveling
 LX0586.and adjusted by the National Geodetic Survey in June 1991..
 LX0586
 LX0586.The geoid height was determined by GEOID03.
 LX0586
 LX0586.The dynamic height is computed by dividing the NAVD 88
 LX0586.geopotential number by the normal gravity value computed on the
 LX0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0586.degrees latitude (g = 980.6199 gals.).
 LX0586
 LX0586.The modeled gravity was interpolated from observed gravity values.
 LX0586
 LX0586;                    North         East    Units  Estimated Accuracy
 LX0586;SPC CT       -   234,130.      314,670.      MT  (+/- 180 meters Scaled)
 LX0586
 LX0586                          SUPERSEDED SURVEY CONTROL
 LX0586
 LX0586  NGVD 29 (??/??/92)   23.048  (m)           75.62   (f) ADJ UNCH    2 0
 LX0586
 LX0586.Superseded values are not recommended for survey control.
 LX0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0586.See file dsdata.txt to determine how the superseded data were derived.
 LX0586
 LX0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM974046(NAD 83)
 LX0586_MARKER: DB = BENCH MARK DISK
 LX0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0586_STAMPING: X 14 1935
 LX0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0586+STABILITY: SURFACE MOTION
 LX0586
 LX0586  HISTORY     - Date     Condition        Report By
 LX0586  HISTORY     - 1935     MONUMENTED       CGS
 LX0586  HISTORY     - 1952     GOOD             NGS
 LX0586  HISTORY     - 1986     MARK NOT FOUND   NGS
 LX0586
 LX0586                          STATION DESCRIPTION
 LX0586
 LX0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0586'AT PORTLAND.
 LX0586'AT PORTLAND, MIDDLESEX COUNTY, 45 FEET SOUTH OF THE SOUTHEAST
 LX0586'CORNER OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION,
 LX0586'ABOUT 250 FEET WEST OF MACADAM-ROAD CROSSING 25.24, 5 FEET
 LX0586'NORTH OF THE NORTHEAST CORNER OF THE JOSEPH ROSWODA 2-STORY FRAME
 LX0586'AND CEMENT BLOCK HOUSE, 15 FEET SOUTH OF THE CENTER LINE OF THE
 LX0586'MAIN TRACK, IN LINE WITH A ROW OF POLES, 40 FEET WEST OF POLE
 LX0586'WUT 11425, AND ABOUT 1 FOOT HIGHER THAN THE RAIL.  A STANDARD
 LX0586'DISK, STAMPED X 14 1935 AND SET IN THE TOP OF A CONCRETE POST
 LX0586'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 LX0586
 LX0586                          STATION RECOVERY (1952)
 LX0586
 LX0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LX0586'RECOVERED IN GOOD CONDITION.
 LX0586
 LX0586                          STATION RECOVERY (1986)
 LX0586
 LX0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0586'NOT RECOVERED, A THOROUGH SEARCH WAS MADE WITH NO EVIDENCE OF THE MARK
 LX0586'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0678 ***********************************************************************
 LX0678  DESIGNATION -  X 15
 LX0678  PID         -  LX0678
 LX0678  STATE/COUNTY-  CT/LITCHFIELD
 LX0678  USGS QUAD   -  KENT (1971)
 LX0678
 LX0678                         *CURRENT SURVEY CONTROL
 LX0678  ___________________________________________________________________
 LX0678* NAD 83(1986)-  41 39 32.     (N)    073 28 18.     (W)     SCALED    
 LX0678* NAVD 88     -       103.163  (meters)     338.46   (feet)  ADJUSTED  
 LX0678  ___________________________________________________________________
 LX0678  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 LX0678  DYNAMIC HT  -         103.128 (meters)     338.35  (feet)  COMP
 LX0678  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 LX0678
 LX0678  VERT ORDER  -  SECOND    CLASS 0
 LX0678
 LX0678.The horizontal coordinates were scaled from a topographic map and have
 LX0678.an estimated accuracy of +/- 6 seconds.
 LX0678
 LX0678.The orthometric height was determined by differential leveling
 LX0678.and adjusted by the National Geodetic Survey in June 1991..
 LX0678
 LX0678.The geoid height was determined by GEOID03.
 LX0678
 LX0678.The dynamic height is computed by dividing the NAVD 88
 LX0678.geopotential number by the normal gravity value computed on the
 LX0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0678.degrees latitude (g = 980.6199 gals.).
 LX0678
 LX0678.The modeled gravity was interpolated from observed gravity values.
 LX0678
 LX0678;                    North         East    Units  Estimated Accuracy
 LX0678;SPC CT       -   244,340.      244,690.      MT  (+/- 180 meters Scaled)
 LX0678
 LX0678                          SUPERSEDED SURVEY CONTROL
 LX0678
 LX0678  NGVD 29 (??/??/92)  103.434  (m)          339.35   (f) ADJ UNCH    2 0
 LX0678
 LX0678.Superseded values are not recommended for survey control.
 LX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0678.See file dsdata.txt to determine how the superseded data were derived.
 LX0678
 LX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM272130(NAD 83)
 LX0678_MARKER: DB = BENCH MARK DISK
 LX0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0678_SP_SET: CULVERT
 LX0678_STAMPING: X 15 1935
 LX0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0678
 LX0678  HISTORY     - Date     Condition        Report By
 LX0678  HISTORY     - 1935     MONUMENTED       CGS
 LX0678  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0678
 LX0678                          STATION DESCRIPTION
 LX0678
 LX0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0678'1.5 MI S FROM SOUTH KENT.
 LX0678'1.5 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0678'RAILROAD FROM THE STATION AT SOUTH KENT, LITCHFIELD COUNTY, 80
 LX0678'FEET SOUTH OF ROAD CROSSING 52.19, ON THE TOP COURSE OF A 10-FOOT
 LX0678'STONE-ARCH CULVERT, IN THE SOUTH END OF THE EAST HEADWALL, 14
 LX0678'FEET EAST OF THE EAST RAIL, AND 3 FEET LOWER THAN THE RAIL.  A
 LX0678'STANDARD DISK, STAMPED X 15 1935.
 LX0678
 LX0678                          STATION RECOVERY (1984)
 LX0678
 LX0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0678'NOT RECOVERED, AREA GROWN UP DID NOT LOCATE STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0670 ***********************************************************************
 LX0670  DESIGNATION -  X 17
 LX0670  PID         -  LX0670
 LX0670  STATE/COUNTY-  CT/LITCHFIELD
 LX0670  USGS QUAD   -  SHARON (1969)
 LX0670
 LX0670                         *CURRENT SURVEY CONTROL
 LX0670  ___________________________________________________________________
 LX0670* NAD 83(1986)-  41 58 48.     (N)    073 25 18.     (W)     SCALED    
 LX0670* NAVD 88     -       209.487  (meters)     687.29   (feet)  ADJUSTED  
 LX0670  ___________________________________________________________________
 LX0670  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LX0670  DYNAMIC HT  -         209.414 (meters)     687.05  (feet)  COMP
 LX0670  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 LX0670
 LX0670  VERT ORDER  -  SECOND    CLASS II
 LX0670
 LX0670.The horizontal coordinates were scaled from a topographic map and have
 LX0670.an estimated accuracy of +/- 6 seconds.
 LX0670
 LX0670.The orthometric height was determined by differential leveling
 LX0670.and adjusted by the National Geodetic Survey in June 1991..
 LX0670
 LX0670.The geoid height was determined by GEOID03.
 LX0670
 LX0670.The dynamic height is computed by dividing the NAVD 88
 LX0670.geopotential number by the normal gravity value computed on the
 LX0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0670.degrees latitude (g = 980.6199 gals.).
 LX0670
 LX0670.The modeled gravity was interpolated from observed gravity values.
 LX0670
 LX0670;                    North         East    Units  Estimated Accuracy
 LX0670;SPC CT       -   279,970.      249,140.      MT  (+/- 180 meters Scaled)
 LX0670
 LX0670                          SUPERSEDED SURVEY CONTROL
 LX0670
 LX0670  NGVD 29 (??/??/92)  209.710  (m)          688.02   (f) ADJ UNCH    2 0
 LX0670
 LX0670.Superseded values are not recommended for survey control.
 LX0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0670.See file dsdata.txt to determine how the superseded data were derived.
 LX0670
 LX0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM307487(NAD 83)
 LX0670_MARKER: DB = BENCH MARK DISK
 LX0670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0670_SP_SET: CULVERT
 LX0670_STAMPING: X 17 1935
 LX0670_MARK LOGO: CGS   
 LX0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0670+STABILITY: SURFACE MOTION
 LX0670
 LX0670  HISTORY     - Date     Condition        Report By
 LX0670  HISTORY     - 1935     MONUMENTED       CGS
 LX0670  HISTORY     - 1972     GOOD             CTGS
 LX0670  HISTORY     - 20040601 GOOD             NYDT
 LX0670  HISTORY     - 20040922 GOOD             CTGS
 LX0670
 LX0670                          STATION DESCRIPTION
 LX0670
 LX0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0670'AT SALISBURY.
 LX0670'AT SALISBURY, LITCHFIELD COUNTY, ABOUT 280 FEET WEST OF THE NEW
 LX0670'YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT 45-FOOT SPAN
 LX0670'CONCRETE CULVERT 62.65, IN THE EAST END OF THE NORTH HEAD WALL,
 LX0670'7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE
 LX0670'TOP OF THE RAIL.  A STANDARD DISK, STAMPED X 17 1935.
 LX0670
 LX0670                          STATION RECOVERY (1972)
 LX0670
 LX0670'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0670'RECOVERED IN GOOD CONDITION.
 LX0670
 LX0670                          STATION RECOVERY (2004)
 LX0670
 LX0670'RECOVERY NOTE BY NY DEPT OF TRANSP 2004 (RC)
 LX0670'RECOVERED IN GOOD CONDITION.
 LX0670
 LX0670                          STATION RECOVERY (2004)
 LX0670
 LX0670'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2004 (DES)
 LX0670'RECOVERED IN GOOD CONDITION,  WITH THE EXCEPTION THAT THE RAILROAD HAS
 LX0670'SINCE BEEN  ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0734 ***********************************************************************
 LX0734  DESIGNATION -  X 19
 LX0734  PID         -  LX0734
 LX0734  STATE/COUNTY-  CT/LITCHFIELD
 LX0734  USGS QUAD   -  WINSTED (1984)
 LX0734
 LX0734                         *CURRENT SURVEY CONTROL
 LX0734  ___________________________________________________________________
 LX0734* NAD 83(1986)-  41 55 01.     (N)    073 03 47.     (W)     SCALED    
 LX0734* NAVD 88     -       221.666  (meters)     727.25   (feet)  ADJUSTED  
 LX0734  ___________________________________________________________________
 LX0734  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 LX0734  DYNAMIC HT  -         221.595 (meters)     727.02  (feet)  COMP
 LX0734  MODELED GRAV-     980,297.5   (mgal)                       NAVD 88
 LX0734
 LX0734  VERT ORDER  -  SECOND    CLASS 0
 LX0734
 LX0734.The horizontal coordinates were scaled from a topographic map and have
 LX0734.an estimated accuracy of +/- 6 seconds.
 LX0734
 LX0734.The orthometric height was determined by differential leveling
 LX0734.and adjusted by the National Geodetic Survey in June 1991..
 LX0734
 LX0734.The geoid height was determined by GEOID03.
 LX0734
 LX0734.The dynamic height is computed by dividing the NAVD 88
 LX0734.geopotential number by the normal gravity value computed on the
 LX0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0734.degrees latitude (g = 980.6199 gals.).
 LX0734
 LX0734.The modeled gravity was interpolated from observed gravity values.
 LX0734
 LX0734;                    North         East    Units  Estimated Accuracy
 LX0734;SPC CT       -   272,800.      278,830.      MT  (+/- 180 meters Scaled)
 LX0734
 LX0734                          SUPERSEDED SURVEY CONTROL
 LX0734
 LX0734  NGVD 29 (??/??/92)  221.89   (m)          728.0    (f) COMPUTED    2 0
 LX0734
 LX0734.Superseded values are not recommended for survey control.
 LX0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0734.See file dsdata.txt to determine how the superseded data were derived.
 LX0734
 LX0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM606423(NAD 83)
 LX0734_MARKER: DB = BENCH MARK DISK
 LX0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0734_SP_SET: UNDERPASS
 LX0734_STAMPING: X 19 1935
 LX0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0734
 LX0734  HISTORY     - Date     Condition        Report By
 LX0734  HISTORY     - 1935     MONUMENTED       CGS
 LX0734  HISTORY     - 1936     GOOD             USGS
 LX0734
 LX0734                          STATION DESCRIPTION
 LX0734
 LX0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0734'AT WINSTED.
 LX0734'AT WINSTED, LITCHFIELD COUNTY, ABOUT 1,500 FEET SOUTH OF THE
 LX0734'NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT A RAILROAD
 LX0734'CROSSING, AT THE STATE HIGHWAY 8 CONCRETE UNDERPASS, IN THE TOP
 LX0734'OF THE EAST END OF THE NORTH HEAD WALL, 40 FEET NORTH OF THE NORTH
 LX0734'TRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 LX0734'X 19 1935.
 LX0734
 LX0734                          STATION RECOVERY (1936)
 LX0734
 LX0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 LX0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0877 ***********************************************************************
 LX0877  DESIGNATION -  X 2=145
 LX0877  PID         -  LX0877
 LX0877  STATE/COUNTY-  CT/FAIRFIELD
 LX0877  USGS QUAD   -  BRIDGEPORT (1984)
 LX0877
 LX0877                         *CURRENT SURVEY CONTROL
 LX0877  ___________________________________________________________________
 LX0877* NAD 83(1986)-  41 11 29.     (N)    073 08 08.     (W)     SCALED    
 LX0877* NAVD 88     -         8.273  (meters)      27.14   (feet)  ADJUSTED  
 LX0877  ___________________________________________________________________
 LX0877  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0877  DYNAMIC HT  -           8.270 (meters)      27.13  (feet)  COMP
 LX0877  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 LX0877
 LX0877  VERT ORDER  -  FIRST     CLASS I
 LX0877
 LX0877.The horizontal coordinates were scaled from a topographic map and have
 LX0877.an estimated accuracy of +/- 6 seconds.
 LX0877
 LX0877.The orthometric height was determined by differential leveling
 LX0877.and adjusted by the National Geodetic Survey in June 1991..
 LX0877
 LX0877.The geoid height was determined by GEOID03.
 LX0877
 LX0877.The dynamic height is computed by dividing the NAVD 88
 LX0877.geopotential number by the normal gravity value computed on the
 LX0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0877.degrees latitude (g = 980.6199 gals.).
 LX0877
 LX0877.The modeled gravity was interpolated from observed gravity values.
 LX0877
 LX0877;                    North         East    Units  Estimated Accuracy
 LX0877;SPC CT       -   192,240.      272,460.      MT  (+/- 180 meters Scaled)
 LX0877
 LX0877                          SUPERSEDED SURVEY CONTROL
 LX0877
 LX0877  NGVD 29 (??/??/92)    8.61   (m)           28.2    (f) COMPUTED    1 1
 LX0877
 LX0877.Superseded values are not recommended for survey control.
 LX0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0877.See file dsdata.txt to determine how the superseded data were derived.
 LX0877
 LX0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL563616(NAD 83)
 LX0877_MARKER: Z = SEE DESCRIPTION
 LX0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0877_SP_SET: STONE
 LX0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0877+STABILITY: SURFACE MOTION
 LX0877
 LX0877  HISTORY     - Date     Condition        Report By
 LX0877  HISTORY     - UNK      MONUMENTED       DOD
 LX0877  HISTORY     - 1965     POOR             NGS
 LX0877  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 LX0877
 LX0877                          STATION DESCRIPTION
 LX0877
 LX0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0877'AT STRATFORD.
 LX0877'AT STRATFORD, 0.3 MILE SOUTHWEST ALONG THE NY, NH AND H RAILROAD
 LX0877'FROM THE STATION AT STRATFORD, A KNOB CUT ON THE TOP OF THE
 LX0877'WEST CORNER OF THE TOP STONE AT THE NORTHWEST END OF THE NORTHEAST
 LX0877'ABUTMENT OF THE WEST BROAD STREET OVERPASS, 6.8 FEET NORTHWEST
 LX0877'OF THE NORTHWEST RAIL, 4.3 FEET WEST OF THE NORTH CORNER OF THE
 LX0877'METAL RAILING OF THE OVERPASS, AND ABOUT 1 FOOT BELOW THE LEVEL
 LX0877'OF THE TRACK.  NOTE-- MARK MAY BE OK BUT ABOUT ALL THE MORTAR
 LX0877'IS GONE LEAVING THE ROCK SETTING ON TOP OF OTHER ROCKS OR STONES.
 LX0877
 LX0877                          STATION RECOVERY (1987)
 LX0877
 LX0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (JZG)
 LX0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0406 ***********************************************************************
 LX0406  DESIGNATION -  X 3
 LX0406  PID         -  LX0406
 LX0406  STATE/COUNTY-  CT/NEW HAVEN
 LX0406  USGS QUAD   -  BRANFORD (1984)
 LX0406
 LX0406                         *CURRENT SURVEY CONTROL
 LX0406  ___________________________________________________________________
 LX0406* NAD 83(1986)-  41 16 53.     (N)    072 51 48.     (W)     SCALED    
 LX0406* NAVD 88     -         9.548  (meters)      31.33   (feet)  ADJUSTED  
 LX0406  ___________________________________________________________________
 LX0406  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0406  DYNAMIC HT  -           9.544 (meters)      31.31  (feet)  COMP
 LX0406  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 LX0406
 LX0406  VERT ORDER  -  FIRST     CLASS I
 LX0406
 LX0406.The horizontal coordinates were scaled from a topographic map and have
 LX0406.an estimated accuracy of +/- 6 seconds.
 LX0406
 LX0406.The orthometric height was determined by differential leveling
 LX0406.and adjusted by the National Geodetic Survey in June 1991..
 LX0406
 LX0406.The geoid height was determined by GEOID03.
 LX0406
 LX0406.The dynamic height is computed by dividing the NAVD 88
 LX0406.geopotential number by the normal gravity value computed on the
 LX0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0406.degrees latitude (g = 980.6199 gals.).
 LX0406
 LX0406.The modeled gravity was interpolated from observed gravity values.
 LX0406
 LX0406;                    North         East    Units  Estimated Accuracy
 LX0406;SPC CT       -   202,170.      295,310.      MT  (+/- 180 meters Scaled)
 LX0406
 LX0406                          SUPERSEDED SURVEY CONTROL
 LX0406
 LX0406  NGVD 29 (??/??/92)    9.863  (m)           32.36   (f) ADJ UNCH    1 1
 LX0406
 LX0406.Superseded values are not recommended for survey control.
 LX0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0406.See file dsdata.txt to determine how the superseded data were derived.
 LX0406
 LX0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL789721(NAD 83)
 LX0406_MARKER: DB = BENCH MARK DISK
 LX0406_SETTING: 66 = SET IN ROCK OUTCROP
 LX0406_SP_SET: ROCK LEDGE
 LX0406_STAMPING: ELEV 32.359 FT X 3 1922
 LX0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0406+STABILITY: POSITION/ELEVATION WELL
 LX0406
 LX0406  HISTORY     - Date     Condition        Report By
 LX0406  HISTORY     - 1922     MONUMENTED       CGS
 LX0406  HISTORY     - 1965     GOOD             NGS
 LX0406  HISTORY     - 1968     GOOD             NGS
 LX0406
 LX0406                          STATION DESCRIPTION
 LX0406
 LX0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0406'AT EAST HAVEN.
 LX0406'AT EAST HAVEN, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0406'RAILROAD, ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE
 LX0406'OVERPASS OVER STATE HIGHWAY 100, THENCE 0.2 MILE NORTH ALONG
 LX0406'SALTONSTALL AVENUE, SET ON THE TOP OF A 2 1/2 FOOT HIGH ROCK
 LX0406'LEDGE WHICH IS AT THE BASE OF A ROCK CUT, 15 FEET WEST OF THE
 LX0406'WEST END OF THE NORTH ABUTMENT OF THE SALONSTALL AVENUE OVERPASS
 LX0406'OVER THE TRACKS, 9.1 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 LX0406'ONE OF TWO TRACKS AND 1 1/2 FEET ABOVE THE LEVEL OF THE
 LX0406'TRACKS.
 LX0406
 LX0406                          STATION RECOVERY (1968)
 LX0406
 LX0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LX0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1165 ***********************************************************************
 LX1165  DESIGNATION -  X 31
 LX1165  PID         -  LX1165
 LX1165  STATE/COUNTY-  CT/FAIRFIELD
 LX1165  USGS QUAD   -  STAMFORD (1984)
 LX1165
 LX1165                         *CURRENT SURVEY CONTROL
 LX1165  ___________________________________________________________________
 LX1165* NAD 83(1986)-  41 01 54.     (N)    073 35 18.     (W)     SCALED    
 LX1165* NAVD 88     -        17.967  (meters)      58.95   (feet)  ADJUSTED  
 LX1165  ___________________________________________________________________
 LX1165  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 LX1165  DYNAMIC HT  -          17.961 (meters)      58.93  (feet)  COMP
 LX1165  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX1165
 LX1165  VERT ORDER  -  FIRST     CLASS I
 LX1165
 LX1165.The horizontal coordinates were scaled from a topographic map and have
 LX1165.an estimated accuracy of +/- 6 seconds.
 LX1165
 LX1165.The orthometric height was determined by differential leveling
 LX1165.and adjusted by the National Geodetic Survey in June 1991..
 LX1165
 LX1165.The geoid height was determined by GEOID03.
 LX1165
 LX1165.The dynamic height is computed by dividing the NAVD 88
 LX1165.geopotential number by the normal gravity value computed on the
 LX1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1165.degrees latitude (g = 980.6199 gals.).
 LX1165
 LX1165.The modeled gravity was interpolated from observed gravity values.
 LX1165
 LX1165;                    North         East    Units  Estimated Accuracy
 LX1165;SPC CT       -   174,770.      234,300.      MT  (+/- 180 meters Scaled)
 LX1165
 LX1165                          SUPERSEDED SURVEY CONTROL
 LX1165
 LX1165  NGVD 29 (??/??/92)   18.303  (m)           60.05   (f) ADJ UNCH    1 1
 LX1165
 LX1165.Superseded values are not recommended for survey control.
 LX1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1165.See file dsdata.txt to determine how the superseded data were derived.
 LX1165
 LX1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL186432(NAD 83)
 LX1165_MARKER: DB = BENCH MARK DISK
 LX1165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1165_SP_SET: OVERPASS ABUTMENT
 LX1165_STAMPING: X 31 1965
 LX1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1165
 LX1165  HISTORY     - Date     Condition        Report By
 LX1165  HISTORY     - 1965     MONUMENTED       CGS
 LX1165  HISTORY     - 1984     GOOD             USPSQD
 LX1165
 LX1165                          STATION DESCRIPTION
 LX1165
 LX1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1165'0.6 MI S FROM RIVERSIDE.
 LX1165'0.65 MILE SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE AT
 LX1165'RIVERSIDE, NEAR THE NEW YORK, NEW HAVEN AND HARTFORD STATION
 LX1165'AT RIVERSIDE, SET ON THE TOP OF THE WEST END OF THE NORTH STONE
 LX1165'ABUTMENT OF THE RIVERSIDE AVENUE OVERPASS OVER THE NY, NH AND H
 LX1165'RAILROAD, 18 FEET WEST OF THE CENTER LINE OF THE AVENUE AND
 LX1165'ABOUT LEVEL WITH THE AVENUE.
 LX1165
 LX1165                          STATION RECOVERY (1984)
 LX1165
 LX1165'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1165'THE RAILROAD IS NOW KNOWN AS THE NEW HAVEN DIVISION OF AMTRAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0795 ***********************************************************************
 LX0795  DESIGNATION -  X 32
 LX0795  PID         -  LX0795
 LX0795  STATE/COUNTY-  CT/FAIRFIELD
 LX0795  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0795
 LX0795                         *CURRENT SURVEY CONTROL
 LX0795  ___________________________________________________________________
 LX0795* NAD 83(1986)-  41 06 17.     (N)    073 24 02.     (W)     SCALED    
 LX0795* NAVD 88     -         9.476  (meters)      31.09   (feet)  ADJUSTED  
 LX0795  ___________________________________________________________________
 LX0795  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX0795  DYNAMIC HT  -           9.473 (meters)      31.08  (feet)  COMP
 LX0795  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LX0795
 LX0795  VERT ORDER  -  FIRST     CLASS I
 LX0795
 LX0795.The horizontal coordinates were scaled from a topographic map and have
 LX0795.an estimated accuracy of +/- 6 seconds.
 LX0795
 LX0795.The orthometric height was determined by differential leveling
 LX0795.and adjusted by the National Geodetic Survey in June 1991..
 LX0795
 LX0795.The geoid height was determined by GEOID03.
 LX0795
 LX0795.The dynamic height is computed by dividing the NAVD 88
 LX0795.geopotential number by the normal gravity value computed on the
 LX0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0795.degrees latitude (g = 980.6199 gals.).
 LX0795
 LX0795.The modeled gravity was interpolated from observed gravity values.
 LX0795
 LX0795;                    North         East    Units  Estimated Accuracy
 LX0795;SPC CT       -   182,750.      250,150.      MT  (+/- 180 meters Scaled)
 LX0795
 LX0795                          SUPERSEDED SURVEY CONTROL
 LX0795
 LX0795  NGVD 29 (??/??/92)    9.810  (m)           32.19   (f) ADJ UNCH    1 1
 LX0795
 LX0795.Superseded values are not recommended for survey control.
 LX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0795.See file dsdata.txt to determine how the superseded data were derived.
 LX0795
 LX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL343516(NAD 83)
 LX0795_MARKER: DB = BENCH MARK DISK
 LX0795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0795_SP_SET: BUILDING
 LX0795_STAMPING: X 32 1965
 LX0795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0795
 LX0795  HISTORY     - Date     Condition        Report By
 LX0795  HISTORY     - 1965     MONUMENTED       CGS
 LX0795  HISTORY     - 1988     GOOD             USPSQD
 LX0795
 LX0795                          STATION DESCRIPTION
 LX0795
 LX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0795'0.2 MI NE FROM EAST NORWALK.
 LX0795'AT EAST NORWALK, ABOUT 0.2 MILE EAST ALONG STATE HIGHWAY 136 FROM
 LX0795'THE INTERSECTION OF EAST AVENUE IN EAST NORWALK, AT THE
 LX0795'INTERSECTION OF THE HIGHWAY AND STRAWBERRY HILL AVENUE, SET
 LX0795'VERTICALLY IN THE EAST FACE OF THE CONCRETE WALL AND AT THE
 LX0795'SOUTHEAST CORNER OF THE R.T. VANDERBILT COMPANY INC.
 LX0795'LABORATORIES, 35.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LX0795'83 FEET WEST OF THE CENTER LINE OF STRAWBERRY HILL AVENUE AND 3
 LX0795'FEET ABOVE THE LEVEL OF THE PAVEMENT.
 LX0795
 LX0795                          STATION RECOVERY (1988)
 LX0795
 LX0795'RECOVERY NOTE BY US POWER SQUADRON 1988 (MHM)
 LX0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0876 ***********************************************************************
 LX0876  DESIGNATION -  X 33
 LX0876  PID         -  LX0876
 LX0876  STATE/COUNTY-  CT/FAIRFIELD
 LX0876  USGS QUAD   -  BRIDGEPORT (1984)
 LX0876
 LX0876                         *CURRENT SURVEY CONTROL
 LX0876  ___________________________________________________________________
 LX0876* NAD 83(1986)-  41 11 26.     (N)    073 08 02.     (W)     SCALED    
 LX0876* NAVD 88     -         6.397  (meters)      20.99   (feet)  ADJUSTED  
 LX0876  ___________________________________________________________________
 LX0876  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0876  DYNAMIC HT  -           6.395 (meters)      20.98  (feet)  COMP
 LX0876  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 LX0876
 LX0876  VERT ORDER  -  FIRST     CLASS I
 LX0876
 LX0876.The horizontal coordinates were scaled from a topographic map and have
 LX0876.an estimated accuracy of +/- 6 seconds.
 LX0876
 LX0876.The orthometric height was determined by differential leveling
 LX0876.and adjusted by the National Geodetic Survey in June 1991..
 LX0876
 LX0876.The geoid height was determined by GEOID03.
 LX0876
 LX0876.The dynamic height is computed by dividing the NAVD 88
 LX0876.geopotential number by the normal gravity value computed on the
 LX0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0876.degrees latitude (g = 980.6199 gals.).
 LX0876
 LX0876.The modeled gravity was interpolated from observed gravity values.
 LX0876
 LX0876;                    North         East    Units  Estimated Accuracy
 LX0876;SPC CT       -   192,140.      272,600.      MT  (+/- 180 meters Scaled)
 LX0876
 LX0876                          SUPERSEDED SURVEY CONTROL
 LX0876
 LX0876  NGVD 29 (??/??/92)    6.729  (m)           22.08   (f) ADJ UNCH    1 1
 LX0876
 LX0876.Superseded values are not recommended for survey control.
 LX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0876.See file dsdata.txt to determine how the superseded data were derived.
 LX0876
 LX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL564615(NAD 83)
 LX0876_MARKER: DB = BENCH MARK DISK
 LX0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0876_SP_SET: ABUTMENT
 LX0876_STAMPING: X 33 1965
 LX0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0876
 LX0876  HISTORY     - Date     Condition        Report By
 LX0876  HISTORY     - 1965     MONUMENTED       CGS
 LX0876  HISTORY     - 1988     GOOD             USPSQD
 LX0876
 LX0876                          STATION DESCRIPTION
 LX0876
 LX0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0876'AT STRATFORD.
 LX0876'AT STRATFORD, AT THE JUNCTION OF WEST BROAD STREET AND LINDEN
 LX0876'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE NORTHWEST
 LX0876'END OF THE NORTHEAST CONCRETE ABUTMENT TO THE CONNECTICUT
 LX0876'TURNPIKE OVER WEST BROAD STREET, 21 FEET NORTHEAST OF THE
 LX0876'NORTHEAST CURB OF WEST BROAD STREET, 2.4 FEET SOUTHEAST OF THE
 LX0876'NORTHWEST END OF THE ABUTMENT, 2 FEET ABOVE THE LEVEL OF THE
 LX0876'GROUND AND STREET.
 LX0876
 LX0876                          STATION RECOVERY (1988)
 LX0876
 LX0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0394 ***********************************************************************
 LX0394  DESIGNATION -  X 34
 LX0394  PID         -  LX0394
 LX0394  STATE/COUNTY-  CT/NEW HAVEN
 LX0394  USGS QUAD   -  NEW HAVEN (1984)
 LX0394
 LX0394                         *CURRENT SURVEY CONTROL
 LX0394  ___________________________________________________________________
 LX0394* NAD 83(1986)-  41 17 27.     (N)    072 53 44.     (W)     SCALED    
 LX0394* NAVD 88     -        14.596  (meters)      47.89   (feet)  ADJUSTED  
 LX0394  ___________________________________________________________________
 LX0394  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX0394  DYNAMIC HT  -          14.591 (meters)      47.87  (feet)  COMP
 LX0394  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 LX0394
 LX0394  VERT ORDER  -  FIRST     CLASS I
 LX0394
 LX0394.The horizontal coordinates were scaled from a topographic map and have
 LX0394.an estimated accuracy of +/- 6 seconds.
 LX0394
 LX0394.The orthometric height was determined by differential leveling
 LX0394.and adjusted by the National Geodetic Survey in June 1991..
 LX0394
 LX0394.The geoid height was determined by GEOID03.
 LX0394
 LX0394.The dynamic height is computed by dividing the NAVD 88
 LX0394.geopotential number by the normal gravity value computed on the
 LX0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0394.degrees latitude (g = 980.6199 gals.).
 LX0394
 LX0394.The modeled gravity was interpolated from observed gravity values.
 LX0394
 LX0394;                    North         East    Units  Estimated Accuracy
 LX0394;SPC CT       -   203,220.      292,610.      MT  (+/- 180 meters Scaled)
 LX0394
 LX0394                          SUPERSEDED SURVEY CONTROL
 LX0394
 LX0394  NGVD 29 (??/??/92)   14.913  (m)           48.93   (f) ADJ UNCH    1 1
 LX0394
 LX0394.Superseded values are not recommended for survey control.
 LX0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0394.See file dsdata.txt to determine how the superseded data were derived.
 LX0394
 LX0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL762731(NAD 83)
 LX0394_MARKER: DB = BENCH MARK DISK
 LX0394_SETTING: 66 = SET IN ROCK OUTCROP
 LX0394_SP_SET: BEDROCK
 LX0394_STAMPING: X 34 1965
 LX0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0394+STABILITY: POSITION/ELEVATION WELL
 LX0394
 LX0394  HISTORY     - Date     Condition        Report By
 LX0394  HISTORY     - 1965     MONUMENTED       CGS
 LX0394  HISTORY     - 1988     GOOD             USPSQD
 LX0394
 LX0394                          STATION DESCRIPTION
 LX0394
 LX0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0394'AT NEW HAVEN.
 LX0394'AT NEW HAVEN, ABOUT 180 YARDS NORTHWEST ALONG FORBES AVENUE
 LX0394'(U.S. HIGHWAY 1) FROM THE INTERSECTION OF WOODWARD AVENUE, AT
 LX0394'THE INSIDE OF A SHARP CURVE, ON THE NORTHWEST SLOPE OF A HILL,
 LX0394'SET ON THE TOP OF A NARROW LEDGE OF BEDROCK WHICH IS ABOUT 35
 LX0394'FEET LONG AND 4 FEET HIGH AND SLOPES TO THE SOUTHEAST, 14.6 FEET
 LX0394'NORTHEAST OF THE NORTHEAST CURB OF THE HIGHWAY, 13 1/2 FEET
 LX0394'NORTHWEST OF THE SOUTHEAST END OF THE ROCK AND ABOUT 5 FEET ABOVE
 LX0394'THE LEVEL OF THE HIGHWAY.
 LX0394
 LX0394                          STATION RECOVERY (1988)
 LX0394
 LX0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0121 ***********************************************************************
 LX0121  DESIGNATION -  X 35
 LX0121  PID         -  LX0121
 LX0121  STATE/COUNTY-  CT/NEW LONDON
 LX0121  USGS QUAD   -  OLD LYME (1976)
 LX0121
 LX0121                         *CURRENT SURVEY CONTROL
 LX0121  ___________________________________________________________________
 LX0121* NAD 83(1986)-  41 17 50.     (N)    072 15 30.     (W)     SCALED    
 LX0121* NAVD 88     -         7.147  (meters)      23.45   (feet)  ADJUSTED  
 LX0121  ___________________________________________________________________
 LX0121  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0121  DYNAMIC HT  -           7.145 (meters)      23.44  (feet)  COMP
 LX0121  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 LX0121
 LX0121  VERT ORDER  -  FIRST     CLASS I
 LX0121
 LX0121.The horizontal coordinates were scaled from a topographic map and have
 LX0121.an estimated accuracy of +/- 6 seconds.
 LX0121
 LX0121.The orthometric height was determined by differential leveling
 LX0121.and adjusted by the National Geodetic Survey in June 1991..
 LX0121
 LX0121.The geoid height was determined by GEOID03.
 LX0121
 LX0121.The dynamic height is computed by dividing the NAVD 88
 LX0121.geopotential number by the normal gravity value computed on the
 LX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0121.degrees latitude (g = 980.6199 gals.).
 LX0121
 LX0121.The modeled gravity was interpolated from observed gravity values.
 LX0121
 LX0121;                    North         East    Units  Estimated Accuracy
 LX0121;SPC CT       -   204,040.      345,980.      MT  (+/- 180 meters Scaled)
 LX0121
 LX0121                          SUPERSEDED SURVEY CONTROL
 LX0121
 LX0121  NGVD 29 (??/??/92)    7.454  (m)           24.46   (f) ADJ UNCH    1 1
 LX0121
 LX0121.Superseded values are not recommended for survey control.
 LX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0121.See file dsdata.txt to determine how the superseded data were derived.
 LX0121
 LX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL295753(NAD 83)
 LX0121_MARKER: DB = BENCH MARK DISK
 LX0121_SETTING: 66 = SET IN ROCK OUTCROP
 LX0121_SP_SET: BEDROCK
 LX0121_STAMPING: X 35 1965
 LX0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0121+STABILITY: POSITION/ELEVATION WELL
 LX0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0121+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 LX0121
 LX0121  HISTORY     - Date     Condition        Report By
 LX0121  HISTORY     - 1965     MONUMENTED       CGS
 LX0121  HISTORY     - 1983     GOOD             USPSQD
 LX0121  HISTORY     - 1987     GOOD             USPSQD
 LX0121  HISTORY     - 1988     GOOD             USPSQD
 LX0121  HISTORY     - 1989     GOOD             USPSQD
 LX0121  HISTORY     - 19900414 GOOD             USPSQD
 LX0121  HISTORY     - 19901206 GOOD             USPSQD
 LX0121  HISTORY     - 20011001 GOOD             USPSQD
 LX0121  HISTORY     - 20041115 GOOD             USPSQD
 LX0121  HISTORY     - 20051206 GOOD             USPSQD
 LX0121
 LX0121                          STATION DESCRIPTION
 LX0121
 LX0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0121'AT SOUTH LYME.
 LX0121'AT SOUTH LYME, 122 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 LX0121'THE POST OFFICE (FORMERLY THE RAILROAD STATION), NEAR THE
 LX0121'INTERSECTION OF STATE HIGHWAY 156 AND BLACK TOP ROAD WHICH
 LX0121'LEADS UNDER THE TRACKS TO THE SOUTH, 85 FEET NORTH OF THE NORTH
 LX0121'RAIL OF THE NY, NH AND H RR, 56 FEET SOUTH OF THE CENTER LINE
 LX0121'OF THE HIGHWAY, 83 FEET WEST OF THE CENTER LINE OF THE BLACK
 LX0121'TOP ROAD, SET ON THE TOP OF A 6-BY-5 FOOT EXPOSED PART OF
 LX0121'BEDROCK WHICH IS FLUSH WITH THE GROUND, AND ABOUT 1 FOOT ABOVE
 LX0121'THE LEVEL OF THE HIGHWAY.
 LX0121
 LX0121                          STATION RECOVERY (1983)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0121'NOTE: ORIGINAL STRUCTURE DESTROYED BY FIRE SINCE 1965, RE BUILT AS A
 LX0121'GROUP OF CONVIENCE STORES. POST OFFICE RE-LOCATED AT WEST END OF
 LX0121'BUILDING. MARK IS NOW 90' NORTHEAST OF THE NORTHEAST CORNER OF THE
 LX0121'BUILDING. RAILROAD NOW AMTRACK AND SO MARKED.
 LX0121
 LX0121                          STATION RECOVERY (1987)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0121'RECOVERED IN GOOD CONDITION.
 LX0121
 LX0121                          STATION RECOVERY (1988)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0121'RECOVERED IN GOOD CONDITION.
 LX0121
 LX0121                          STATION RECOVERY (1989)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0121'RECOVERED IN GOOD CONDITION.
 LX0121
 LX0121                          STATION RECOVERY (1990)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0121'RECOVERED IN GOOD CONDITION.
 LX0121
 LX0121                          STATION RECOVERY (1990)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0121'RECOVERED IN GOOD CONDITION.
 LX0121
 LX0121                          STATION RECOVERY (2001)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0121'RECOVERED IN GOOD CONDITION.
 LX0121
 LX0121                          STATION RECOVERY (2004)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX0121'RECOVERED IN GOOD CONDITION.
 LX0121
 LX0121                          STATION RECOVERY (2005)
 LX0121
 LX0121'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0469 ***********************************************************************
 LX0469  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0469  DESIGNATION -  X 36
 LX0469  PID         -  LX0469
 LX0469  STATE/COUNTY-  CT/MIDDLESEX
 LX0469  USGS QUAD   -  CLINTON (1984)
 LX0469
 LX0469                         *CURRENT SURVEY CONTROL
 LX0469  ___________________________________________________________________
 LX0469* NAD 83(1986)-  41 16 43.     (N)    072 31 37.     (W)     SCALED    
 LX0469* NAVD 88     -         7.668  (meters)      25.16   (feet)  ADJUSTED  
 LX0469  ___________________________________________________________________
 LX0469  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX0469  DYNAMIC HT  -           7.665 (meters)      25.15  (feet)  COMP
 LX0469  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX0469
 LX0469  VERT ORDER  -  FIRST     CLASS I
 LX0469
 LX0469.The horizontal coordinates were scaled from a topographic map and have
 LX0469.an estimated accuracy of +/- 6 seconds.
 LX0469
 LX0469.The orthometric height was determined by differential leveling
 LX0469.and adjusted by the National Geodetic Survey in June 1991..
 LX0469
 LX0469.This Tidal Bench Mark is designated as VM 16732
 LX0469.by the Center for Operational Oceanographic Products and Services.
 LX0469
 LX0469.The geoid height was determined by GEOID03.
 LX0469
 LX0469.The dynamic height is computed by dividing the NAVD 88
 LX0469.geopotential number by the normal gravity value computed on the
 LX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0469.degrees latitude (g = 980.6199 gals.).
 LX0469
 LX0469.The modeled gravity was interpolated from observed gravity values.
 LX0469
 LX0469;                    North         East    Units  Estimated Accuracy
 LX0469;SPC CT       -   201,880.      323,490.      MT  (+/- 180 meters Scaled)
 LX0469
 LX0469                          SUPERSEDED SURVEY CONTROL
 LX0469
 LX0469  NGVD 29 (??/??/92)    7.990  (m)           26.21   (f) ADJ UNCH    1 1
 LX0469
 LX0469.Superseded values are not recommended for survey control.
 LX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0469.See file dsdata.txt to determine how the superseded data were derived.
 LX0469
 LX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL071726(NAD 83)
 LX0469_MARKER: DB = BENCH MARK DISK
 LX0469_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0469_SP_SET: BUILDING
 LX0469_STAMPING: X 36 1965
 LX0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0469
 LX0469  HISTORY     - Date     Condition        Report By
 LX0469  HISTORY     - 1965     MONUMENTED       CGS
 LX0469  HISTORY     - 1974     GOOD             CTGS
 LX0469  HISTORY     - 19940625 GOOD             USPSQD
 LX0469  HISTORY     - 19950809 GOOD             USPSQD
 LX0469  HISTORY     - 1997     GOOD             USPSQD
 LX0469  HISTORY     - 19991215 GOOD             USPSQD
 LX0469
 LX0469                          STATION DESCRIPTION
 LX0469
 LX0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0469'AT CLINTON.
 LX0469'AT CLINTON, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND COMMERCE
 LX0469'STREET, SET VERTICALLY IN THE NORTH FACE AND AT THE NORTHWEST
 LX0469'CORNER OF THE POST OFFICE BUILDING, 81 FEET WEST OF THE WEST
 LX0469'CURB OF COMMERCE STREET, 24 FEET SOUTH OF THE SOUTH CURB OF THE
 LX0469'HIGHWAY, 2.8 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
 LX0469'AND 1.2 FEET ABOVE THE LEVEL OF THE GROUND.
 LX0469
 LX0469                          STATION RECOVERY (1974)
 LX0469
 LX0469'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0469'RECOVERED IN GOOD CONDITION.
 LX0469
 LX0469                          STATION RECOVERY (1994)
 LX0469
 LX0469'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX0469'RECOVERED IN GOOD CONDITION.
 LX0469
 LX0469                          STATION RECOVERY (1995)
 LX0469
 LX0469'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX0469'RECOVERED IN GOOD CONDITION.
 LX0469
 LX0469                          STATION RECOVERY (1997)
 LX0469
 LX0469'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX0469'RECOVERED IN GOOD CONDITION.
 LX0469
 LX0469                          STATION RECOVERY (1999)
 LX0469
 LX0469'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0719 ***********************************************************************
 LW0719  DESIGNATION -  X 37
 LW0719  PID         -  LW0719
 LW0719  STATE/COUNTY-  CT/NEW LONDON
 LW0719  USGS QUAD   -  MYSTIC (1984)
 LW0719
 LW0719                         *CURRENT SURVEY CONTROL
 LW0719  ___________________________________________________________________
 LW0719* NAD 83(1986)-  41 21 15.     (N)    071 57 59.     (W)     SCALED    
 LW0719* NAVD 88     -         3.191  (meters)      10.47   (feet)  ADJUSTED  
 LW0719  ___________________________________________________________________
 LW0719  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 LW0719  DYNAMIC HT  -           3.190 (meters)      10.47  (feet)  COMP
 LW0719  MODELED GRAV-     980,273.2   (mgal)                       NAVD 88
 LW0719
 LW0719  VERT ORDER  -  FIRST     CLASS I
 LW0719
 LW0719.The horizontal coordinates were scaled from a topographic map and have
 LW0719.an estimated accuracy of +/- 6 seconds.
 LW0719
 LW0719.The orthometric height was determined by differential leveling
 LW0719.and adjusted by the National Geodetic Survey in June 1991..
 LW0719
 LW0719.The geoid height was determined by GEOID03.
 LW0719
 LW0719.The dynamic height is computed by dividing the NAVD 88
 LW0719.geopotential number by the normal gravity value computed on the
 LW0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0719.degrees latitude (g = 980.6199 gals.).
 LW0719
 LW0719.The modeled gravity was interpolated from observed gravity values.
 LW0719
 LW0719;                    North         East    Units  Estimated Accuracy
 LW0719;SPC CT       -   210,540.      370,370.      MT  (+/- 180 meters Scaled)
 LW0719
 LW0719                          SUPERSEDED SURVEY CONTROL
 LW0719
 LW0719  NGVD 29 (??/??/92)    3.482  (m)           11.42   (f) ADJ UNCH    1 1
 LW0719
 LW0719.Superseded values are not recommended for survey control.
 LW0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0719.See file dsdata.txt to determine how the superseded data were derived.
 LW0719
 LW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF518823(NAD 83)
 LW0719_MARKER: DB = BENCH MARK DISK
 LW0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW0719_SP_SET: WALL
 LW0719_STAMPING: X 37 1965
 LW0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW0719
 LW0719  HISTORY     - Date     Condition        Report By
 LW0719  HISTORY     - 1965     MONUMENTED       CGS
 LW0719  HISTORY     - 1969     GOOD             USPSQD
 LW0719  HISTORY     - 1984     GOOD             USPSQD
 LW0719  HISTORY     - 1987     GOOD             USPSQD
 LW0719  HISTORY     - 1988     GOOD             USPSQD
 LW0719  HISTORY     - 20000110 GOOD             USPSQD
 LW0719
 LW0719                          STATION DESCRIPTION
 LW0719
 LW0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0719'AT MYSTIC.
 LW0719'AT MYSTIC, AT THE INTERSECTION OF SOUTH MAIN AND WILLOW STREET,
 LW0719'SET VERTICALLY IN THE BRICK WALL OF THE MYSTIC POST OFFICE
 LW0719'BUILDING, 36 FEET NORTHEAST OF THE NORTHEAST CURB OF SOUTH MAIN
 LW0719'STREET, 18.2 FEET NORTHWEST OF THE NORTHWEST CURB OF WILLOW
 LW0719'STREET, 1.0 FOOT NORTHEAST OF THE SOUTH CORNER OF THE BUILDING
 LW0719'AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 LW0719
 LW0719                          STATION RECOVERY (1969)
 LW0719
 LW0719'RECOVERY NOTE BY US POWER SQUADRON 1969 (AFA)
 LW0719'RECOVERED IN GOOD CONDITION.
 LW0719
 LW0719                          STATION RECOVERY (1984)
 LW0719
 LW0719'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0719'RECOVERED IN GOOD CONDITION.
 LW0719
 LW0719                          STATION RECOVERY (1987)
 LW0719
 LW0719'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0719'RECOVERED IN GOOD CONDITION.
 LW0719
 LW0719                          STATION RECOVERY (1988)
 LW0719
 LW0719'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0719'RECOVERED IN GOOD CONDITION.
 LW0719
 LW0719                          STATION RECOVERY (2000)
 LW0719
 LW0719'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0177 ***********************************************************************
 LX0177  DESIGNATION -  X 38
 LX0177  PID         -  LX0177
 LX0177  STATE/COUNTY-  CT/NEW LONDON
 LX0177  USGS QUAD   -  NEW LONDON (1984)
 LX0177
 LX0177                         *CURRENT SURVEY CONTROL
 LX0177  ___________________________________________________________________
 LX0177* NAD 83(1986)-  41 20 11.     (N)    072 02 22.     (W)     SCALED    
 LX0177* NAVD 88     -         1.723  (meters)       5.65   (feet)  ADJUSTED  
 LX0177  ___________________________________________________________________
 LX0177  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX0177  DYNAMIC HT  -           1.722 (meters)       5.65  (feet)  COMP
 LX0177  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 LX0177
 LX0177  VERT ORDER  -  FIRST     CLASS I
 LX0177
 LX0177.This mark is at Groton-New London Airport (GON)
 LX0177
 LX0177.The horizontal coordinates were scaled from a topographic map and have
 LX0177.an estimated accuracy of +/- 6 seconds.
 LX0177
 LX0177.The orthometric height was determined by differential leveling
 LX0177.and adjusted by the National Geodetic Survey in June 1991..
 LX0177
 LX0177.The geoid height was determined by GEOID03.
 LX0177
 LX0177.The dynamic height is computed by dividing the NAVD 88
 LX0177.geopotential number by the normal gravity value computed on the
 LX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0177.degrees latitude (g = 980.6199 gals.).
 LX0177
 LX0177.The modeled gravity was interpolated from observed gravity values.
 LX0177
 LX0177;                    North         East    Units  Estimated Accuracy
 LX0177;SPC CT       -   208,510.      364,280.      MT  (+/- 180 meters Scaled)
 LX0177
 LX0177                          SUPERSEDED SURVEY CONTROL
 LX0177
 LX0177  NGVD 29 (??/??/92)    2.013  (m)            6.60   (f) ADJ UNCH    1 1
 LX0177
 LX0177.Superseded values are not recommended for survey control.
 LX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0177.See file dsdata.txt to determine how the superseded data were derived.
 LX0177
 LX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL477803(NAD 83)
 LX0177_MARKER: DB = BENCH MARK DISK
 LX0177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0177_SP_SET: RUNWAY LIGHT CONCRETE BASE
 LX0177_STAMPING: X 38 1965
 LX0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0177
 LX0177  HISTORY     - Date     Condition        Report By
 LX0177  HISTORY     - 1965     MONUMENTED       CGS
 LX0177  HISTORY     - 1973     MARK NOT FOUND   NGS
 LX0177  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0177  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0177  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX0177  HISTORY     - 20010415 MARK NOT FOUND   USPSQD
 LX0177
 LX0177                          STATION DESCRIPTION
 LX0177
 LX0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0177'1 MI SE FROM GROTON.
 LX0177'ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0177'AT GROTON, THENCE 0.65 MILE SOUTH ALONG SOUTH ROAD LEADING TO
 LX0177'THE TRUMBULL AIRPORT, ABOUT 0.5 MILE NORTHEAST OF THE TRUMBULL
 LX0177'AIRPORT ADMINISTRATION BUILDING, SET ON THE TOP AND AT THE
 LX0177'NORTH CORNER OF CONCRETE BASE FOR RUNWAY LIGHT NO. 33, AT THE
 LX0177'NORTH CORNER OF RUNWAY NO. 23 (NORTHEAST-SOUTHWEST RUNWAY) 240
 LX0177'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD TO AIRPORT AND
 LX0177'ABOUT LEVEL WITH THE RUNWAY.  NOTE-- THERES BEEN CONSTRUCTION
 LX0177'OF RUNWAY AND LIGHTS.
 LX0177
 LX0177                          STATION RECOVERY (1973)
 LX0177
 LX0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LX0177'MARK NOT FOUND.
 LX0177
 LX0177                          STATION RECOVERY (1983)
 LX0177
 LX0177'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0177'MARK NOT FOUND.
 LX0177
 LX0177                          STATION RECOVERY (1988)
 LX0177
 LX0177'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0177'MARK NOT FOUND.
 LX0177
 LX0177                          STATION RECOVERY (1989)
 LX0177
 LX0177'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0177'MARK NOT FOUND.
 LX0177
 LX0177                          STATION RECOVERY (2001)
 LX0177
 LX0177'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0148 ***********************************************************************
 LX0148  DESIGNATION -  X 5
 LX0148  PID         -  LX0148
 LX0148  STATE/COUNTY-  CT/NEW LONDON
 LX0148  USGS QUAD   -  NEW LONDON (1984)
 LX0148
 LX0148                         *CURRENT SURVEY CONTROL
 LX0148  ___________________________________________________________________
 LX0148* NAD 83(1986)-  41 20 37.     (N)    072 05 55.     (W)     SCALED    
 LX0148* NAVD 88     -         5.687  (meters)      18.66   (feet)  ADJUSTED  
 LX0148  ___________________________________________________________________
 LX0148  GEOID HEIGHT-         -30.58  (meters)                     GEOID03
 LX0148  DYNAMIC HT  -           5.685 (meters)      18.65  (feet)  COMP
 LX0148  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 LX0148
 LX0148  VERT ORDER  -  FIRST     CLASS I
 LX0148
 LX0148.The horizontal coordinates were scaled from a topographic map and have
 LX0148.an estimated accuracy of +/- 6 seconds.
 LX0148
 LX0148.The orthometric height was determined by differential leveling
 LX0148.and adjusted by the National Geodetic Survey in June 1991..
 LX0148
 LX0148.The geoid height was determined by GEOID03.
 LX0148
 LX0148.The dynamic height is computed by dividing the NAVD 88
 LX0148.geopotential number by the normal gravity value computed on the
 LX0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0148.degrees latitude (g = 980.6199 gals.).
 LX0148
 LX0148.The modeled gravity was interpolated from observed gravity values.
 LX0148
 LX0148;                    North         East    Units  Estimated Accuracy
 LX0148;SPC CT       -   209,280.      359,320.      MT  (+/- 180 meters Scaled)
 LX0148
 LX0148                          SUPERSEDED SURVEY CONTROL
 LX0148
 LX0148  NGVD 29 (??/??/92)    5.98   (m)           19.6    (f) COMPUTED    1 1
 LX0148
 LX0148.Superseded values are not recommended for survey control.
 LX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0148.See file dsdata.txt to determine how the superseded data were derived.
 LX0148
 LX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL427809(NAD 83)
 LX0148_MARKER: DB = BENCH MARK DISK
 LX0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0148_SP_SET: ABUTMENT
 LX0148_STAMPING: X 5 ELEV 19.626 FT 1922
 LX0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0148
 LX0148  HISTORY     - Date     Condition        Report By
 LX0148  HISTORY     - 1922     MONUMENTED       CGS
 LX0148  HISTORY     - 1965     GOOD             NGS
 LX0148  HISTORY     - 1984     GOOD             USPSQD
 LX0148  HISTORY     - 1988     GOOD             USPSQD
 LX0148  HISTORY     - 1988     GOOD             USPSQD
 LX0148  HISTORY     - 1989     GOOD             USPSQD
 LX0148  HISTORY     - 19901219 GOOD             USPSQD
 LX0148
 LX0148                          STATION DESCRIPTION
 LX0148
 LX0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0148'0.8 MI S FROM NEW LONDON.
 LX0148'ABOUT 0.85 MILE SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0148'RAILROAD FROM THE UNION STATION AT NEW LONDON, ABOUT 0.4 MILE
 LX0148'SOUTH OF THE SOUTH END OF A BRIDGE OVER SHAW COVE, SET ON THE
 LX0148'TOP STONE OF THE EAST WING WALL OF THE SOUTH ABUTMENT OF OVERPASS
 LX0148'FOR WALBACH STREET, 6.7 FEET EAST OF THE EAST RAIL AND ABOUT
 LX0148'LEVEL WITH THE TRACK.
 LX0148
 LX0148                          STATION RECOVERY (1984)
 LX0148
 LX0148'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0148'RECOVERED IN GOOD CONDITION.
 LX0148
 LX0148                          STATION RECOVERY (1988)
 LX0148
 LX0148'RECOVERY NOTE BY US POWER SQUADRON 1988 (MH)
 LX0148'RECOVERED IN GOOD CONDITION.
 LX0148
 LX0148                          STATION RECOVERY (1988)
 LX0148
 LX0148'RECOVERY NOTE BY US POWER SQUADRON 1988 (SBS)
 LX0148'RECOVERED IN GOOD CONDITION.
 LX0148
 LX0148                          STATION RECOVERY (1989)
 LX0148
 LX0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0148'RECOVERED IN GOOD CONDITION.
 LX0148
 LX0148                          STATION RECOVERY (1990)
 LX0148
 LX0148'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1666 ***********************************************************************
 LX1666  DESIGNATION -  X 50
 LX1666  PID         -  LX1666
 LX1666  STATE/COUNTY-  CT/HARTFORD
 LX1666  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1666
 LX1666                         *CURRENT SURVEY CONTROL
 LX1666  ___________________________________________________________________
 LX1666* NAD 83(1986)-  41 48 20.     (N)    072 39 29.     (W)     SCALED    
 LX1666* NAVD 88     -         9.740  (meters)      31.96   (feet)  ADJUSTED  
 LX1666  ___________________________________________________________________
 LX1666  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 LX1666  DYNAMIC HT  -           9.737 (meters)      31.95  (feet)  COMP
 LX1666  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 LX1666
 LX1666  VERT ORDER  -  FIRST     CLASS II
 LX1666
 LX1666.The horizontal coordinates were scaled from a topographic map and have
 LX1666.an estimated accuracy of +/- 6 seconds.
 LX1666
 LX1666.The orthometric height was determined by differential leveling
 LX1666.and adjusted by the National Geodetic Survey in June 1991..
 LX1666
 LX1666.The geoid height was determined by GEOID03.
 LX1666
 LX1666.The dynamic height is computed by dividing the NAVD 88
 LX1666.geopotential number by the normal gravity value computed on the
 LX1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1666.degrees latitude (g = 980.6199 gals.).
 LX1666
 LX1666.The modeled gravity was interpolated from observed gravity values.
 LX1666
 LX1666;                    North         East    Units  Estimated Accuracy
 LX1666;SPC CT       -   260,380.      312,440.      MT  (+/- 180 meters Scaled)
 LX1666
 LX1666                          SUPERSEDED SURVEY CONTROL
 LX1666
 LX1666.No superseded survey control is available for this station.
 LX1666
 LX1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM945308(NAD 83)
 LX1666_MARKER: DB = BENCH MARK DISK
 LX1666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1666_SP_SET: CURB
 LX1666_STAMPING: X 50 1978 CDH CONTROL LINE
 LX1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1666
 LX1666  HISTORY     - Date     Condition        Report By
 LX1666  HISTORY     - UNK      MONUMENTED       CTDT
 LX1666  HISTORY     - 1978     GOOD             NGS
 LX1666
 LX1666                          STATION DESCRIPTION
 LX1666
 LX1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1666'2.7 MILE NE FROM HARTFORD.
 LX1666'10 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1641 ***********************************************************************
 LX1641  DESIGNATION -  X 51
 LX1641  PID         -  LX1641
 LX1641  STATE/COUNTY-  CT/NEW HAVEN
 LX1641  USGS QUAD   -  MERIDEN (1992)
 LX1641
 LX1641                         *CURRENT SURVEY CONTROL
 LX1641  ___________________________________________________________________
 LX1641* NAD 83(1986)-  41 33 40.     (N)    072 48 37.     (W)     SCALED    
 LX1641* NAVD 88     -        85.519  (meters)     280.57   (feet)  ADJUSTED  
 LX1641  ___________________________________________________________________
 LX1641  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 LX1641  DYNAMIC HT  -          85.492 (meters)     280.49  (feet)  COMP
 LX1641  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LX1641
 LX1641  VERT ORDER  -  FIRST     CLASS II
 LX1641
 LX1641.The horizontal coordinates were scaled from a topographic map and have
 LX1641.an estimated accuracy of +/- 6 seconds.
 LX1641
 LX1641.The orthometric height was determined by differential leveling
 LX1641.and adjusted by the National Geodetic Survey in June 1991..
 LX1641
 LX1641.The geoid height was determined by GEOID03.
 LX1641
 LX1641.The dynamic height is computed by dividing the NAVD 88
 LX1641.geopotential number by the normal gravity value computed on the
 LX1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1641.degrees latitude (g = 980.6199 gals.).
 LX1641
 LX1641.The modeled gravity was interpolated from observed gravity values.
 LX1641
 LX1641;                    North         East    Units  Estimated Accuracy
 LX1641;SPC CT       -   233,230.      299,770.      MT  (+/- 180 meters Scaled)
 LX1641
 LX1641                          SUPERSEDED SURVEY CONTROL
 LX1641
 LX1641.No superseded survey control is available for this station.
 LX1641
 LX1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM825033(NAD 83)
 LX1641_MARKER: DB = BENCH MARK DISK
 LX1641_SETTING: 66 = SET IN ROCK OUTCROP
 LX1641_SP_SET: ROCK OUTCROP
 LX1641_STAMPING: X 51 1978
 LX1641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1641+STABILITY: POSITION/ELEVATION WELL
 LX1641
 LX1641  HISTORY     - Date     Condition        Report By
 LX1641  HISTORY     - 1978     MONUMENTED       NGS
 LX1641  HISTORY     - 1982     GOOD             NGS
 LX1641
 LX1641                          STATION DESCRIPTION
 LX1641
 LX1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1641'2.9 MILE NW FROM MERIDEN.
 LX1641'1.4 MILES WEST ALONG WEST MAIN STREET, FROM THE COMMEMORATIVE WORLD
 LX1641'WAR MONUMENT AT THE JUNCTION OF STATE HIGHWAY 5 AND EAST AND WEST
 LX1641'MAIN STREET IN MERIDEN THENCE 1.5 MILES NORTH ALONG STATE HIGHWAY
 LX1641'71 TO THE MARK ON THE RIGHT, 0.45 MILE NORTH OF KENSINGTON AVENUE
 LX1641'SET IN TOP OF BEDROCK, AT THE TOP OF A HILL ON HIGHWAY, 46 FEET
 LX1641'SOUTHEAST AND ACROSS HIGHWAY FROM POWER POLE NUMBER 3544, 19 FEET
 LX1641'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 71.
 LX1641
 LX1641                          STATION RECOVERY (1982)
 LX1641
 LX1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2002 ***********************************************************************
 LX2002  DESIGNATION -  X 53
 LX2002  PID         -  LX2002
 LX2002  STATE/COUNTY-  CT/LITCHFIELD
 LX2002  USGS QUAD   -  WINSTED (1984)
 LX2002
 LX2002                         *CURRENT SURVEY CONTROL
 LX2002  ___________________________________________________________________
 LX2002* NAD 83(1986)-  41 55 54.     (N)    073 05 10.     (W)     SCALED    
 LX2002* NAVD 88     -       248.382  (meters)     814.90   (feet)  ADJUSTED  
 LX2002  ___________________________________________________________________
 LX2002  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2002  DYNAMIC HT  -         248.300 (meters)     814.63  (feet)  COMP
 LX2002  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 LX2002
 LX2002  VERT ORDER  -  FIRST     CLASS II
 LX2002
 LX2002.The horizontal coordinates were scaled from a topographic map and have
 LX2002.an estimated accuracy of +/- 6 seconds.
 LX2002
 LX2002.The orthometric height was determined by differential leveling
 LX2002.and adjusted by the National Geodetic Survey in June 1991..
 LX2002
 LX2002.The geoid height was determined by GEOID03.
 LX2002
 LX2002.The dynamic height is computed by dividing the NAVD 88
 LX2002.geopotential number by the normal gravity value computed on the
 LX2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2002.degrees latitude (g = 980.6199 gals.).
 LX2002
 LX2002.The modeled gravity was interpolated from observed gravity values.
 LX2002
 LX2002;                    North         East    Units  Estimated Accuracy
 LX2002;SPC CT       -   274,440.      276,920.      MT  (+/- 180 meters Scaled)
 LX2002
 LX2002                          SUPERSEDED SURVEY CONTROL
 LX2002
 LX2002.No superseded survey control is available for this station.
 LX2002
 LX2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM586439(NAD 83)
 LX2002_MARKER: DB = BENCH MARK DISK
 LX2002_SETTING: 66 = SET IN ROCK OUTCROP
 LX2002_SP_SET: ROCK OUTCROP
 LX2002_STAMPING: X 53 1984
 LX2002_MARK LOGO: NGS   
 LX2002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2002+STABILITY: POSITION/ELEVATION WELL
 LX2002
 LX2002  HISTORY     - Date     Condition        Report By
 LX2002  HISTORY     - 1984     MONUMENTED       NGS
 LX2002  HISTORY     - 1985     GOOD             NGS
 LX2002
 LX2002                          STATION DESCRIPTION
 LX2002
 LX2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2002'2.1 KM (1.35 MI) WNW FROM WINSTED.
 LX2002'2.1 KM (1.35 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 44 FROM THE POST
 LX2002'OFFICE IN WINSTED TO THE MARK ON THE RIGHT, IN TOP OF THE BASE OF A
 LX2002'MASSIVE ROCK CUT, 10.82 METERS (35.5 FT) NORTH OF THE CENTERLINE OF
 LX2002'THE WEST BOUND LANE OF THE HIGHWAY, 30.80 METERS (101.0 FT) EAST OF
 LX2002'THE EAST END OF A CONCRETE BOX CULVERT, 37.49 METERS (123.0 FT) WEST
 LX2002'OF THE WEST END OF A CONCRETE BOX CULVERT.
 LX2002'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 LX2002'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2002
 LX2002                          STATION RECOVERY (1985)
 LX2002
 LX2002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1882 ***********************************************************************
 LX1882  DESIGNATION -  X 54
 LX1882  PID         -  LX1882
 LX1882  STATE/COUNTY-  CT/FAIRFIELD
 LX1882  USGS QUAD   -  BETHEL (1984)
 LX1882
 LX1882                         *CURRENT SURVEY CONTROL
 LX1882  ___________________________________________________________________
 LX1882* NAD 83(1986)-  41 18 42.     (N)    073 28 11.     (W)     SCALED    
 LX1882* NAVD 88     -       154.377  (meters)     506.49   (feet)  ADJUSTED  
 LX1882  ___________________________________________________________________
 LX1882  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX1882  DYNAMIC HT  -         154.323 (meters)     506.31  (feet)  COMP
 LX1882  MODELED GRAV-     980,271.0   (mgal)                       NAVD 88
 LX1882
 LX1882  VERT ORDER  -  FIRST     CLASS II
 LX1882
 LX1882.The horizontal coordinates were scaled from a topographic map and have
 LX1882.an estimated accuracy of +/- 6 seconds.
 LX1882
 LX1882.The orthometric height was determined by differential leveling
 LX1882.and adjusted by the National Geodetic Survey in June 1991..
 LX1882
 LX1882.The geoid height was determined by GEOID03.
 LX1882
 LX1882.The dynamic height is computed by dividing the NAVD 88
 LX1882.geopotential number by the normal gravity value computed on the
 LX1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1882.degrees latitude (g = 980.6199 gals.).
 LX1882
 LX1882.The modeled gravity was interpolated from observed gravity values.
 LX1882
 LX1882;                    North         East    Units  Estimated Accuracy
 LX1882;SPC CT       -   205,770.      244,530.      MT  (+/- 180 meters Scaled)
 LX1882
 LX1882                          SUPERSEDED SURVEY CONTROL
 LX1882
 LX1882.No superseded survey control is available for this station.
 LX1882
 LX1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL280744(NAD 83)
 LX1882_MARKER: DB = BENCH MARK DISK
 LX1882_SETTING: 66 = SET IN ROCK OUTCROP
 LX1882_SP_SET: ROCK OUTCROP
 LX1882_STAMPING: X 54 1984
 LX1882_MARK LOGO: NGS   
 LX1882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1882+STABILITY: POSITION/ELEVATION WELL
 LX1882
 LX1882  HISTORY     - Date     Condition        Report By
 LX1882  HISTORY     - 1984     MONUMENTED       NGS
 LX1882
 LX1882                          STATION DESCRIPTION
 LX1882
 LX1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1882'1.3 KM (0.8 MI) SE FROM RIDGEFIELD.
 LX1882'1.3 KM (0.8 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1882'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE LEFT, JUST SOUTHEAST
 LX1882'OF THE INTERSECTION OF PICKETTS RIDGE ROAD AND HAVILAND ROAD,
 LX1882'8.75 METERS (28.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX1882'10.21 METERS (33.4 FT) NORTH OF POWER LINE BRACE POLE 851, 1.68 METERS
 LX1882'(5.5 FT) NORTHWEST OF A 50-CM (20-IN) MAPLE TREE.
 LX1882'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 LX1882'THE MARK IS 1.00 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2045 ***********************************************************************
 LX2045  DESIGNATION -  X 55
 LX2045  PID         -  LX2045
 LX2045  STATE/COUNTY-  CT/HARTFORD
 LX2045  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2045
 LX2045                         *CURRENT SURVEY CONTROL
 LX2045  ___________________________________________________________________
 LX2045* NAD 83(1986)-  41 58 48.     (N)    072 41 19.     (W)     SCALED    
 LX2045* NAVD 88     -        52.606  (meters)     172.59   (feet)  ADJUSTED  
 LX2045  ___________________________________________________________________
 LX2045  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2045  DYNAMIC HT  -          52.591 (meters)     172.54  (feet)  COMP
 LX2045  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 LX2045
 LX2045  VERT ORDER  -  FIRST     CLASS II
 LX2045
 LX2045.The horizontal coordinates were scaled from a topographic map and have
 LX2045.an estimated accuracy of +/- 6 seconds.
 LX2045
 LX2045.The orthometric height was determined by differential leveling
 LX2045.and adjusted by the National Geodetic Survey in June 1991..
 LX2045
 LX2045.The geoid height was determined by GEOID03.
 LX2045
 LX2045.The dynamic height is computed by dividing the NAVD 88
 LX2045.geopotential number by the normal gravity value computed on the
 LX2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2045.degrees latitude (g = 980.6199 gals.).
 LX2045
 LX2045.The modeled gravity was interpolated from observed gravity values.
 LX2045
 LX2045;                    North         East    Units  Estimated Accuracy
 LX2045;SPC CT       -   279,750.      309,890.      MT  (+/- 180 meters Scaled)
 LX2045
 LX2045                          SUPERSEDED SURVEY CONTROL
 LX2045
 LX2045.No superseded survey control is available for this station.
 LX2045
 LX2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM914501(NAD 83)
 LX2045_MARKER: I = METAL ROD
 LX2045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2045_SP_SET: STAINLESS STEEL ROD
 LX2045_STAMPING: X 55 1984
 LX2045_MARK LOGO: NGS   
 LX2045_PROJECTION: FLUSH
 LX2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2045_ROD/PIPE-DEPTH: 16.0 meters
 LX2045
 LX2045  HISTORY     - Date     Condition        Report By
 LX2045  HISTORY     - 1984     MONUMENTED       NGS
 LX2045
 LX2045                          STATION DESCRIPTION
 LX2045
 LX2045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2045'3.6 KM (2.15 MI) WEST FROM SUFFIELD.
 LX2045'2.4 KM (1.5 MI) WEST ALONG STATE HIGHWAY 168 FROM THE JUNCTION OF
 LX2045'STATE HIGHWAY 75 IN SUFFIELD, THENCE 1.0 KM (0.65 MI) SOUTHWEST ALONG
 LX2045'COUNTY ROAD 526 (SHELDON ROAD) TO THE MARK ON THE RIGHT, AT THE
 LX2045'NORTHWEST CORNER OF THE V.F.W. POST 9544 BUILDING, 50.29 METERS
 LX2045'(165.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 11.73 METERS (38.5 FT)
 LX2045'SOUTHWEST OF A 102-CM (40-INCH) OAK TREE, 0.45 METER (1.5 FT)
 LX2045'NORTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 LX2045'THE MARK IS 0.45 METERS  NW FROM A WITNESS POST.
 LX2045'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1697 ***********************************************************************
 LW1697  DESIGNATION -  X 56
 LW1697  PID         -  LW1697
 LW1697  STATE/COUNTY-  CT/WINDHAM
 LW1697  USGS QUAD   -  DANIELSON (1970)
 LW1697
 LW1697                         *CURRENT SURVEY CONTROL
 LW1697  ___________________________________________________________________
 LW1697* NAD 83(1986)-  41 47 24.     (N)    071 53 05.     (W)     SCALED    
 LW1697* NAVD 88     -        58.481  (meters)     191.87   (feet)  ADJUSTED  
 LW1697  ___________________________________________________________________
 LW1697  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LW1697  DYNAMIC HT  -          58.461 (meters)     191.80  (feet)  COMP
 LW1697  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LW1697
 LW1697  VERT ORDER  -  FIRST     CLASS II
 LW1697
 LW1697.The horizontal coordinates were scaled from a topographic map and have
 LW1697.an estimated accuracy of +/- 6 seconds.
 LW1697
 LW1697.The orthometric height was determined by differential leveling
 LW1697.and adjusted by the National Geodetic Survey in June 1991..
 LW1697
 LW1697.The geoid height was determined by GEOID03.
 LW1697
 LW1697.The dynamic height is computed by dividing the NAVD 88
 LW1697.geopotential number by the normal gravity value computed on the
 LW1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1697.degrees latitude (g = 980.6199 gals.).
 LW1697
 LW1697.The modeled gravity was interpolated from observed gravity values.
 LW1697
 LW1697;                    North         East    Units  Estimated Accuracy
 LW1697;SPC CT       -   259,010.      376,720.      MT  (+/- 180 meters Scaled)
 LW1697
 LW1697                          SUPERSEDED SURVEY CONTROL
 LW1697
 LW1697.No superseded survey control is available for this station.
 LW1697
 LW1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG602304(NAD 83)
 LW1697_MARKER: DB = BENCH MARK DISK
 LW1697_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LW1697_SP_SET: ABUTMENT
 LW1697_STAMPING: X 56 1984
 LW1697_MARK LOGO: NGS   
 LW1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1697
 LW1697  HISTORY     - Date     Condition        Report By
 LW1697  HISTORY     - 1984     MONUMENTED       NGS
 LW1697  HISTORY     - 19961207 GOOD             USPSQD
 LW1697
 LW1697                          STATION DESCRIPTION
 LW1697
 LW1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1697'1.6 KM (1.0 MI) SOUTH FROM DANIELSON.
 LW1697'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 LW1697'DANIELSON TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF THE
 LW1697'NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER FALL BROOK, 7.16 METERS
 LW1697'(23.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 35.05 METERS
 LW1697'(115.0 FT) SOUTH OF THE CENTER OF CADY STREET.
 LW1697'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1697
 LW1697                          STATION RECOVERY (1996)
 LW1697
 LW1697'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1924 ***********************************************************************
 LX1924  DESIGNATION -  X 57
 LX1924  PID         -  LX1924
 LX1924  STATE/COUNTY-  CT/LITCHFIELD
 LX1924  USGS QUAD   -  NEW MILFORD (1984)
 LX1924
 LX1924                         *CURRENT SURVEY CONTROL
 LX1924  ___________________________________________________________________
 LX1924* NAD 83(1986)-  41 35 09.     (N)    073 26 40.     (W)     SCALED    
 LX1924* NAVD 88     -        68.827  (meters)     225.81   (feet)  ADJUSTED  
 LX1924  ___________________________________________________________________
 LX1924  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 LX1924  DYNAMIC HT  -          68.804 (meters)     225.73  (feet)  COMP
 LX1924  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 LX1924
 LX1924  VERT ORDER  -  FIRST     CLASS II
 LX1924
 LX1924.The horizontal coordinates were scaled from a topographic map and have
 LX1924.an estimated accuracy of +/- 6 seconds.
 LX1924
 LX1924.The orthometric height was determined by differential leveling
 LX1924.and adjusted by the National Geodetic Survey in June 1991..
 LX1924
 LX1924.The geoid height was determined by GEOID03.
 LX1924
 LX1924.The dynamic height is computed by dividing the NAVD 88
 LX1924.geopotential number by the normal gravity value computed on the
 LX1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1924.degrees latitude (g = 980.6199 gals.).
 LX1924
 LX1924.The modeled gravity was interpolated from observed gravity values.
 LX1924
 LX1924;                    North         East    Units  Estimated Accuracy
 LX1924;SPC CT       -   236,210.      246,900.      MT  (+/- 180 meters Scaled)
 LX1924
 LX1924                          SUPERSEDED SURVEY CONTROL
 LX1924
 LX1924.No superseded survey control is available for this station.
 LX1924
 LX1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM296049(NAD 83)
 LX1924_MARKER: I = METAL ROD
 LX1924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1924_SP_SET: STAINLESS STEEL ROD
 LX1924_STAMPING: X 57 1984
 LX1924_MARK LOGO: NGS   
 LX1924_PROJECTION: FLUSH
 LX1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1924_ROD/PIPE-DEPTH: 14.5 meters
 LX1924
 LX1924  HISTORY     - Date     Condition        Report By
 LX1924  HISTORY     - 1984     MONUMENTED       NGS
 LX1924
 LX1924                          STATION DESCRIPTION
 LX1924
 LX1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1924'2.8 KM (1.75 MI) NORTH FROM NEW MILFORD.
 LX1924'2.8 KM (1.75 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF U.S.
 LX1924'HIGHWAY 202 AND STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE
 LX1924'LEFT, IN FRONT OF A SIGN FOR BLUE COACH MOTEL, 7.25 METERS (23.8 FT)
 LX1924'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.10 METERS (20.0 FT)
 LX1924'SOUTH-SOUTHEAST OF THE CENTER OF THE ENTRANCE DRIVE LEADING TO CABINS,
 LX1924'5.79 METERS (19.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE DRIVE
 LX1924'LEADING TO A DOUBLE GARAGE ATTACHED TO THE MOTEL, 0.70 METER (2.3 FT)
 LX1924'NORTHEAST OF THE NORTHEAST STEEL LEG OF THE SIGN.
 LX1924'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1964 ***********************************************************************
 LX1964  DESIGNATION -  X 58
 LX1964  PID         -  LX1964
 LX1964  STATE/COUNTY-  CT/LITCHFIELD
 LX1964  USGS QUAD   -  ELLSWORTH (1969)
 LX1964
 LX1964                         *CURRENT SURVEY CONTROL
 LX1964  ___________________________________________________________________
 LX1964* NAD 83(1986)-  41 50 28.     (N)    073 22 45.     (W)     SCALED    
 LX1964* NAVD 88     -       153.584  (meters)     503.88   (feet)  ADJUSTED  
 LX1964  ___________________________________________________________________
 LX1964  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX1964  DYNAMIC HT  -         153.529 (meters)     503.70  (feet)  COMP
 LX1964  MODELED GRAV-     980,265.1   (mgal)                       NAVD 88
 LX1964
 LX1964  VERT ORDER  -  FIRST     CLASS II
 LX1964
 LX1964.The horizontal coordinates were scaled from a topographic map and have
 LX1964.an estimated accuracy of +/- 6 seconds.
 LX1964
 LX1964.The orthometric height was determined by differential leveling
 LX1964.and adjusted by the National Geodetic Survey in June 1991..
 LX1964
 LX1964.The geoid height was determined by GEOID03.
 LX1964
 LX1964.The dynamic height is computed by dividing the NAVD 88
 LX1964.geopotential number by the normal gravity value computed on the
 LX1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1964.degrees latitude (g = 980.6199 gals.).
 LX1964
 LX1964.The modeled gravity was interpolated from observed gravity values.
 LX1964
 LX1964;                    North         East    Units  Estimated Accuracy
 LX1964;SPC CT       -   264,520.      252,550.      MT  (+/- 180 meters Scaled)
 LX1964
 LX1964                          SUPERSEDED SURVEY CONTROL
 LX1964
 LX1964.No superseded survey control is available for this station.
 LX1964
 LX1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM345334(NAD 83)
 LX1964_MARKER: DB = BENCH MARK DISK
 LX1964_SETTING: 66 = SET IN ROCK OUTCROP
 LX1964_SP_SET: ROCK OUTCROP
 LX1964_STAMPING: X 58 1984
 LX1964_MARK LOGO: NGS   
 LX1964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1964+STABILITY: POSITION/ELEVATION WELL
 LX1964
 LX1964  HISTORY     - Date     Condition        Report By
 LX1964  HISTORY     - 1984     MONUMENTED       NGS
 LX1964  HISTORY     - 1985     GOOD             NGS
 LX1964
 LX1964                          STATION DESCRIPTION
 LX1964
 LX1964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1964'3.2 KM (2.0 MI) NORTH FROM CORNWALL BRIDGE.
 LX1964'3.2 KM (2.0 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1964'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF A LARGE ROCK
 LX1964'OUTCROP, OPPOSITE THE HIGHWAY FROM THE NORTH ENTRANCE TO A TRAVEL
 LX1964'TRAILER DUMPING STATION, 10.06 METERS (33.0 FT) WEST OF THE CENTERLINE
 LX1964'OF THE HIGHWAY, 3.66 METERS (12.0 FT) WEST OF A TRIPLE-TRUNKED MAPLE
 LX1964'TREE.
 LX1964'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 LX1964'THE MARK IS 0.6 M ABOVE HIGHWAY.
 LX1964
 LX1964                          STATION RECOVERY (1985)
 LX1964
 LX1964'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1941 ***********************************************************************
 LX1941  DESIGNATION -  X 59
 LX1941  PID         -  LX1941
 LX1941  STATE/COUNTY-  CT/LITCHFIELD
 LX1941  USGS QUAD   -  DOVER PLAINS (1984)
 LX1941
 LX1941                         *CURRENT SURVEY CONTROL
 LX1941  ___________________________________________________________________
 LX1941* NAD 83(1986)-  41 41 19.     (N)    073 30 16.     (W)     SCALED    
 LX1941* NAVD 88     -       109.598  (meters)     359.57   (feet)  ADJUSTED  
 LX1941  ___________________________________________________________________
 LX1941  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX1941  DYNAMIC HT  -         109.560 (meters)     359.45  (feet)  COMP
 LX1941  MODELED GRAV-     980,279.8   (mgal)                       NAVD 88
 LX1941
 LX1941  VERT ORDER  -  FIRST     CLASS II
 LX1941
 LX1941.The horizontal coordinates were scaled from a topographic map and have
 LX1941.an estimated accuracy of +/- 6 seconds.
 LX1941
 LX1941.The orthometric height was determined by differential leveling
 LX1941.and adjusted by the National Geodetic Survey in June 1991..
 LX1941
 LX1941.The geoid height was determined by GEOID03.
 LX1941
 LX1941.The dynamic height is computed by dividing the NAVD 88
 LX1941.geopotential number by the normal gravity value computed on the
 LX1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1941.degrees latitude (g = 980.6199 gals.).
 LX1941
 LX1941.The modeled gravity was interpolated from observed gravity values.
 LX1941
 LX1941;                    North         East    Units  Estimated Accuracy
 LX1941;SPC CT       -   247,660.      241,990.      MT  (+/- 180 meters Scaled)
 LX1941
 LX1941                          SUPERSEDED SURVEY CONTROL
 LX1941
 LX1941.No superseded survey control is available for this station.
 LX1941
 LX1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM244162(NAD 83)
 LX1941_MARKER: DB = BENCH MARK DISK
 LX1941_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1941_SP_SET: HEADWALL
 LX1941_STAMPING: X 59 1984
 LX1941_MARK LOGO: NGS   
 LX1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1941+STABILITY: SURFACE MOTION
 LX1941
 LX1941  HISTORY     - Date     Condition        Report By
 LX1941  HISTORY     - 1984     MONUMENTED       NGS
 LX1941
 LX1941                          STATION DESCRIPTION
 LX1941
 LX1941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1941'4.7 KM (2.95 MI) SW FROM KENT.
 LX1941'4.7 KM (2.95 MI) SOUTHWEST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1941'STATE HIGHWAY 341 IN KENT TO THE MARK ON THE RIGHT, IN TOP OF A
 LX1941'CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY, BETWEEN UTILITY
 LX1941'POLES 585 AND 586 ON THE OPPOSITE SIDE OF THE HIGHWAY, ALSO 1.4 KM
 LX1941'(0.9 MI) NORTH ALONG HIGHWAY 7 FROM THE INTERSECTION OF BULLS BRIDGE
 LX1941'ROAD IN BULLS BRIDGE, 5.79 METERS (19.0 FT) NORTHWEST OF THE
 LX1941'CENTERLINE OF THE HIGHWAY, 0.75 METER (2.5 FT) NORTHWEST OF A STEEL
 LX1941'CABLE GUARD RAIL.
 LX1941'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 LX1941'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0479 ***********************************************************************
 LX0479  DESIGNATION -  X 6
 LX0479  PID         -  LX0479
 LX0479  STATE/COUNTY-  CT/NEW HAVEN
 LX0479  USGS QUAD   -  BRANFORD (1984)
 LX0479
 LX0479                         *CURRENT SURVEY CONTROL
 LX0479  ___________________________________________________________________
 LX0479* NAD 83(1986)-  41 28 00.     (N)    072 48 41.     (W)     SCALED    
 LX0479* NAVD 88     -        62.942  (meters)     206.50   (feet)  ADJUSTED  
 LX0479  ___________________________________________________________________
 LX0479  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX0479  DYNAMIC HT  -          62.922 (meters)     206.44  (feet)  COMP
 LX0479  MODELED GRAV-     980,306.9   (mgal)                       NAVD 88
 LX0479
 LX0479  VERT ORDER  -  FIRST     CLASS II
 LX0479
 LX0479.The horizontal coordinates were scaled from a topographic map and have
 LX0479.an estimated accuracy of +/- 6 seconds.
 LX0479
 LX0479.The orthometric height was determined by differential leveling
 LX0479.and adjusted by the National Geodetic Survey in June 1991..
 LX0479
 LX0479.The geoid height was determined by GEOID03.
 LX0479
 LX0479.The dynamic height is computed by dividing the NAVD 88
 LX0479.geopotential number by the normal gravity value computed on the
 LX0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0479.degrees latitude (g = 980.6199 gals.).
 LX0479
 LX0479.The modeled gravity was interpolated from observed gravity values.
 LX0479
 LX0479;                    North         East    Units  Estimated Accuracy
 LX0479;SPC CT       -   222,740.      299,670.      MT  (+/- 180 meters Scaled)
 LX0479
 LX0479                          SUPERSEDED SURVEY CONTROL
 LX0479
 LX0479  NGVD 29 (??/??/92)   63.250  (m)          207.51   (f) ADJ UNCH    1 2
 LX0479
 LX0479.Superseded values are not recommended for survey control.
 LX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0479.See file dsdata.txt to determine how the superseded data were derived.
 LX0479
 LX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL827928(NAD 83)
 LX0479_MARKER: DD = SURVEY DISK
 LX0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0479_SP_SET: STONE BASE OF CANNON
 LX0479_STAMPING: 207.513 X 6 1923
 LX0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0479
 LX0479  HISTORY     - Date     Condition        Report By
 LX0479  HISTORY     - 1923     MONUMENTED       USGS
 LX0479  HISTORY     - 1934     GOOD             NGS
 LX0479  HISTORY     - 1972     GOOD             CTGS
 LX0479  HISTORY     - 1978     GOOD             NGS
 LX0479  HISTORY     - 1984     POOR             USPSQD
 LX0479  HISTORY     - 1988     GOOD             USPSQD
 LX0479  HISTORY     - 1988     POOR             USPSQD
 LX0479  HISTORY     - 1988     GOOD             USPSQD
 LX0479
 LX0479                          STATION DESCRIPTION
 LX0479
 LX0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0479'AT WALLINGFORD.
 LX0479'AT WALLINGFORD, NEW HAVEN COUNTY, ON NORTH MAIN STREET, ABOUT
 LX0479'1 MILE NORTHEAST OF THE POST OFFICE, IN A PARK SOUTH OF THE
 LX0479'CEMETERY, 35 FEET SOUTH OF THE G.A.R. MONUMENT, AND IN THE
 LX0479'STONE BASE OF A CANNON.  A UNITED STATES GEOLOGICAL SURVEY
 LX0479'STANDARD DISK, STAMPED 207.513 X 6 1923.
 LX0479
 LX0479                          STATION RECOVERY (1972)
 LX0479
 LX0479'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0479'RECOVERED IN GOOD CONDITION.
 LX0479
 LX0479                          STATION RECOVERY (1978)
 LX0479
 LX0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LX0479'RECOVERED IN GOOD CONDITION.
 LX0479
 LX0479                          STATION RECOVERY (1984)
 LX0479
 LX0479'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0479'MARK RECOVERED IN POOR CONDITION.
 LX0479
 LX0479                          STATION RECOVERY (1988)
 LX0479
 LX0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (MI)
 LX0479'RECOVERED IN GOOD CONDITION.
 LX0479
 LX0479                          STATION RECOVERY (1988)
 LX0479
 LX0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (RLC)
 LX0479'MARK RECOVERED IN POOR CONDITION.
 LX0479
 LX0479                          STATION RECOVERY (1988)
 LX0479
 LX0479'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1717 ***********************************************************************
 LW1717  DESIGNATION -  X 62
 LW1717  PID         -  LW1717
 LW1717  STATE/COUNTY-  CT/NEW LONDON
 LW1717  USGS QUAD   -  JEWETT CITY (1984)
 LW1717
 LW1717                         *CURRENT SURVEY CONTROL
 LW1717  ___________________________________________________________________
 LW1717* NAD 83(1986)-  41 34 35.     (N)    071 58 36.     (W)     SCALED    
 LW1717* NAVD 88     -        76.766  (meters)     251.86   (feet)  ADJUSTED  
 LW1717  ___________________________________________________________________
 LW1717  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LW1717  DYNAMIC HT  -          76.740 (meters)     251.77  (feet)  COMP
 LW1717  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 LW1717
 LW1717  VERT ORDER  -  FIRST     CLASS II
 LW1717
 LW1717.The horizontal coordinates were scaled from a topographic map and have
 LW1717.an estimated accuracy of +/- 6 seconds.
 LW1717
 LW1717.The orthometric height was determined by differential leveling
 LW1717.and adjusted by the National Geodetic Survey in June 1991..
 LW1717
 LW1717.The geoid height was determined by GEOID03.
 LW1717
 LW1717.The dynamic height is computed by dividing the NAVD 88
 LW1717.geopotential number by the normal gravity value computed on the
 LW1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1717.degrees latitude (g = 980.6199 gals.).
 LW1717
 LW1717.The modeled gravity was interpolated from observed gravity values.
 LW1717
 LW1717;                    North         East    Units  Estimated Accuracy
 LW1717;SPC CT       -   235,210.      369,290.      MT  (+/- 180 meters Scaled)
 LW1717
 LW1717                          SUPERSEDED SURVEY CONTROL
 LW1717
 LW1717.No superseded survey control is available for this station.
 LW1717
 LW1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG518070(NAD 83)
 LW1717_MARKER: DB = BENCH MARK DISK
 LW1717_SETTING: 66 = SET IN ROCK OUTCROP
 LW1717_SP_SET: ROCK OUTCROP
 LW1717_STAMPING: X 62 1984
 LW1717_MARK LOGO: NGS   
 LW1717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1717+STABILITY: POSITION/ELEVATION WELL
 LW1717
 LW1717  HISTORY     - Date     Condition        Report By
 LW1717  HISTORY     - 1984     MONUMENTED       NGS
 LW1717  HISTORY     - 19901006 GOOD             USPSQD
 LW1717
 LW1717                          STATION DESCRIPTION
 LW1717
 LW1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1717'3.3 KM (2.05 MI) SE FROM JEWETT CITY.
 LW1717'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 138 FROM THE JUNCTION
 LW1717'OF STATE HIGHWAY 12 IN JEWETT CITY, THENCE 2.1 KM (1.3 MI) SOUTH ALONG
 LW1717'STATE HIGHWAY 164 TO THE MARK ON THE LEFT, IN TOP OF THE NORTH END OF
 LW1717'A 1.2 BY 2.7 METER (4 BY 9 FT) EXPOSED OUTCROP, 0.1 KM (0.05 MI) NORTH
 LW1717'OF THE JUNCTION OF JEWETT CITY ROAD, 7.16 METERS (23.5 FT) EAST OF THE
 LW1717'CENTERLINE OF THE HIGHWAY, 18.59 METERS (61.0 FT) NORTHEAST AND ACROSS
 LW1717'THE HIGHWAY FROM POWER POLE 259, 3.50 METERS (11.5 FT) SOUTH OF A
 LW1717'61-CM (24-IN) MAPLE TREE.
 LW1717'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 LW1717'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1717
 LW1717                          STATION RECOVERY (1990)
 LW1717
 LW1717'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2086 ***********************************************************************
 LX2086  DESIGNATION -  X 63
 LX2086  PID         -  LX2086
 LX2086  STATE/COUNTY-  CT/TOLLAND
 LX2086  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2086
 LX2086                         *CURRENT SURVEY CONTROL
 LX2086  ___________________________________________________________________
 LX2086* NAD 83(1986)-  41 57 24.     (N)    072 16 58.     (W)     SCALED    
 LX2086* NAVD 88     -       227.049  (meters)     744.91   (feet)  ADJUSTED  
 LX2086  ___________________________________________________________________
 LX2086  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2086  DYNAMIC HT  -         226.977 (meters)     744.67  (feet)  COMP
 LX2086  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 LX2086
 LX2086  VERT ORDER  -  FIRST     CLASS II
 LX2086
 LX2086.The horizontal coordinates were scaled from a topographic map and have
 LX2086.an estimated accuracy of +/- 6 seconds.
 LX2086
 LX2086.The orthometric height was determined by differential leveling
 LX2086.and adjusted by the National Geodetic Survey in June 1991..
 LX2086
 LX2086.The geoid height was determined by GEOID03.
 LX2086
 LX2086.The dynamic height is computed by dividing the NAVD 88
 LX2086.geopotential number by the normal gravity value computed on the
 LX2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2086.degrees latitude (g = 980.6199 gals.).
 LX2086
 LX2086.The modeled gravity was interpolated from observed gravity values.
 LX2086
 LX2086;                    North         East    Units  Estimated Accuracy
 LX2086;SPC CT       -   277,260.      343,540.      MT  (+/- 180 meters Scaled)
 LX2086
 LX2086                          SUPERSEDED SURVEY CONTROL
 LX2086
 LX2086.No superseded survey control is available for this station.
 LX2086
 LX2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM251485(NAD 83)
 LX2086_MARKER: DB = BENCH MARK DISK
 LX2086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2086_SP_SET: HEADWALL
 LX2086_STAMPING: X 63 1984
 LX2086_MARK LOGO: NGS   
 LX2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2086+STABILITY: SURFACE MOTION
 LX2086
 LX2086  HISTORY     - Date     Condition        Report By
 LX2086  HISTORY     - 1984     MONUMENTED       NGS
 LX2086
 LX2086                          STATION DESCRIPTION
 LX2086
 LX2086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2086'2.0 KM (1.25 MI) EAST FROM STAFFORD SPRINGS.
 LX2086'2.0 KM (1.25 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2086'STAFFORD SPRINGS TO THE MARK ON THE LEFT, IN TOP OF THE NORTHEAST
 LX2086'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 6.10 METERS (20.0 FT)
 LX2086'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.55 METER (1.8 FT)
 LX2086'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 LX2086'THE MARK IS 1.44 METERS  NE FROM A WITNESS POST.
 LX2086'THE MARK IS 0.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2135 ***********************************************************************
 LX2135  DESIGNATION -  X 64
 LX2135  PID         -  LX2135
 LX2135  STATE/COUNTY-  CT/NEW LONDON
 LX2135  USGS QUAD   -  WILLIMANTIC (1984)
 LX2135
 LX2135                         *CURRENT SURVEY CONTROL
 LX2135  ___________________________________________________________________
 LX2135* NAD 83(1986)-  41 38 17.     (N)    072 09 42.     (W)     SCALED    
 LX2135* NAVD 88     -        94.236  (meters)     309.17   (feet)  ADJUSTED  
 LX2135  ___________________________________________________________________
 LX2135  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX2135  DYNAMIC HT  -          94.203 (meters)     309.06  (feet)  COMP
 LX2135  MODELED GRAV-     980,271.2   (mgal)                       NAVD 88
 LX2135
 LX2135  VERT ORDER  -  FIRST     CLASS II
 LX2135
 LX2135.The horizontal coordinates were scaled from a topographic map and have
 LX2135.an estimated accuracy of +/- 6 seconds.
 LX2135
 LX2135.The orthometric height was determined by differential leveling
 LX2135.and adjusted by the National Geodetic Survey in June 1991..
 LX2135
 LX2135.The geoid height was determined by GEOID03.
 LX2135
 LX2135.The dynamic height is computed by dividing the NAVD 88
 LX2135.geopotential number by the normal gravity value computed on the
 LX2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2135.degrees latitude (g = 980.6199 gals.).
 LX2135
 LX2135.The modeled gravity was interpolated from observed gravity values.
 LX2135
 LX2135;                    North         East    Units  Estimated Accuracy
 LX2135;SPC CT       -   241,940.      353,820.      MT  (+/- 180 meters Scaled)
 LX2135
 LX2135                          SUPERSEDED SURVEY CONTROL
 LX2135
 LX2135.No superseded survey control is available for this station.
 LX2135
 LX2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM364134(NAD 83)
 LX2135_MARKER: DB = BENCH MARK DISK
 LX2135_SETTING: 66 = SET IN ROCK OUTCROP
 LX2135_SP_SET: ROCK OUTCROP
 LX2135_STAMPING: X 64 1984
 LX2135_MARK LOGO: NGS   
 LX2135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2135+STABILITY: POSITION/ELEVATION WELL
 LX2135
 LX2135  HISTORY     - Date     Condition        Report By
 LX2135  HISTORY     - 1984     MONUMENTED       NGS
 LX2135  HISTORY     - 1986     GOOD             NGS
 LX2135  HISTORY     - 19901008 GOOD             USPSQD
 LX2135
 LX2135                          STATION DESCRIPTION
 LX2135
 LX2135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2135'IN NORTH FRANKLIN.
 LX2135'IN NORTH FRANKLIN, 0.5 KM (0.3 MI) NORTH ALONG STATE HIGHWAY 32 FROM
 LX2135'THE JUNCTION OF STATE HIGHWAY 207 TO THE MARK ON THE RIGHT, ON THE
 LX2135'EAST SIDE OF A GRAVEL ENTRANCE DRIVE OF A SINGLE STORY FRAME HOUSE, IN
 LX2135'TOP OF A 1.5 BY 1.5 METER (5 BY 5 FT) ROCK OUTCROP, 43.73 METERS
 LX2135'(143.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 27.73 METERS
 LX2135'(91.0 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE,
 LX2135'13.56 METERS (44.5 FT) NORTH OF POWER POLE 417.
 LX2135'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2135
 LX2135                          STATION RECOVERY (1986)
 LX2135
 LX2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2135'RECOVERED IN GOOD CONDITION.
 LX2135
 LX2135                          STATION RECOVERY (1990)
 LX2135
 LX2135'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2165 ***********************************************************************
 LX2165  DESIGNATION -  X 65
 LX2165  PID         -  LX2165
 LX2165  STATE/COUNTY-  CT/TOLLAND
 LX2165  USGS QUAD   -  ROCKVILLE (1984)
 LX2165
 LX2165                         *CURRENT SURVEY CONTROL
 LX2165  ___________________________________________________________________
 LX2165* NAD 83(1986)-  41 47 17.     (N)    072 26 28.     (W)     SCALED    
 LX2165* NAVD 88     -       187.646  (meters)     615.64   (feet)  ADJUSTED  
 LX2165  ___________________________________________________________________
 LX2165  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2165  DYNAMIC HT  -         187.583 (meters)     615.43  (feet)  COMP
 LX2165  MODELED GRAV-     980,280.8   (mgal)                       NAVD 88
 LX2165
 LX2165  VERT ORDER  -  FIRST     CLASS II
 LX2165
 LX2165.The horizontal coordinates were scaled from a topographic map and have
 LX2165.an estimated accuracy of +/- 6 seconds.
 LX2165
 LX2165.The orthometric height was determined by differential leveling
 LX2165.and adjusted by the National Geodetic Survey in June 1991..
 LX2165
 LX2165.The geoid height was determined by GEOID03.
 LX2165
 LX2165.The dynamic height is computed by dividing the NAVD 88
 LX2165.geopotential number by the normal gravity value computed on the
 LX2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2165.degrees latitude (g = 980.6199 gals.).
 LX2165
 LX2165.The modeled gravity was interpolated from observed gravity values.
 LX2165
 LX2165;                    North         East    Units  Estimated Accuracy
 LX2165;SPC CT       -   258,480.      330,480.      MT  (+/- 180 meters Scaled)
 LX2165
 LX2165                          SUPERSEDED SURVEY CONTROL
 LX2165
 LX2165.No superseded survey control is available for this station.
 LX2165
 LX2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM126294(NAD 83)
 LX2165_MARKER: DB = BENCH MARK DISK
 LX2165_SETTING: 66 = SET IN ROCK OUTCROP
 LX2165_SP_SET: ROCK OUTCROP
 LX2165_STAMPING: X 65 1984
 LX2165_MARK LOGO: NGS   
 LX2165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2165+STABILITY: POSITION/ELEVATION WELL
 LX2165
 LX2165  HISTORY     - Date     Condition        Report By
 LX2165  HISTORY     - 1984     MONUMENTED       NGS
 LX2165  HISTORY     - 1986     GOOD             NGS
 LX2165
 LX2165                          STATION DESCRIPTION
 LX2165
 LX2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2165'7.2 KM (4.45 MI) NW FROM ANDOVER.
 LX2165'7.2 KM (4.45 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LX2165'IN ANDOVER TO THE MARK ON THE RIGHT, IN THE BASE OF A ROCK CUT,
 LX2165'6.70 METERS (22.0 FT) NORTHEAST OF THE CENTER OF THE WEST BOUND LANE
 LX2165'OF THE HIGHWAY, 7.92 METERS (26.0 FT) SOUTHEAST OF THE NORTHWEST END
 LX2165'OF THE ROCK CUT.
 LX2165'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 LX2165'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2165
 LX2165                          STATION RECOVERY (1986)
 LX2165
 LX2165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1660 ***********************************************************************
 LW1660  DESIGNATION -  X 66
 LW1660  PID         -  LW1660
 LW1660  STATE/COUNTY-  CT/WINDHAM
 LW1660  USGS QUAD   -  PUTNAM (1970)
 LW1660
 LW1660                         *CURRENT SURVEY CONTROL
 LW1660  ___________________________________________________________________
 LW1660* NAD 83(1986)-  41 59 43.     (N)    071 59 30.     (W)     SCALED    
 LW1660* NAVD 88     -       114.544  (meters)     375.80   (feet)  ADJUSTED  
 LW1660  ___________________________________________________________________
 LW1660  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 LW1660  DYNAMIC HT  -         114.507 (meters)     375.68  (feet)  COMP
 LW1660  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 LW1660
 LW1660  VERT ORDER  -  FIRST     CLASS II
 LW1660
 LW1660.The horizontal coordinates were scaled from a topographic map and have
 LW1660.an estimated accuracy of +/- 6 seconds.
 LW1660
 LW1660.The orthometric height was determined by differential leveling
 LW1660.and adjusted by the National Geodetic Survey in June 1991..
 LW1660
 LW1660.The geoid height was determined by GEOID03.
 LW1660
 LW1660.The dynamic height is computed by dividing the NAVD 88
 LW1660.geopotential number by the normal gravity value computed on the
 LW1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1660.degrees latitude (g = 980.6199 gals.).
 LW1660
 LW1660.The modeled gravity was interpolated from observed gravity values.
 LW1660
 LW1660;                    North         East    Units  Estimated Accuracy
 LW1660;SPC CT       -   281,720.      367,630.      MT  (+/- 180 meters Scaled)
 LW1660
 LW1660                          SUPERSEDED SURVEY CONTROL
 LW1660
 LW1660.No superseded survey control is available for this station.
 LW1660
 LW1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG522535(NAD 83)
 LW1660_MARKER: DB = BENCH MARK DISK
 LW1660_SETTING: 66 = SET IN ROCK OUTCROP
 LW1660_SP_SET: ROCK OUTCROP
 LW1660_STAMPING: X 66 1984
 LW1660_MARK LOGO: NGS   
 LW1660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1660+STABILITY: POSITION/ELEVATION WELL
 LW1660
 LW1660  HISTORY     - Date     Condition        Report By
 LW1660  HISTORY     - 1984     MONUMENTED       NGS
 LW1660  HISTORY     - 1984     GOOD             NGS
 LW1660  HISTORY     - 1986     GOOD             NGS
 LW1660  HISTORY     - 19961020 GOOD             USPSQD
 LW1660
 LW1660                          STATION DESCRIPTION
 LW1660
 LW1660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1660'0.6 KM (0.4 MI) NE FROM NORTH WOODSTOCK.
 LW1660'0.6 KM (0.4 MI) NORTHEAST ALONG STATE HIGHWAY 197 FROM THE JUNCTION OF
 LW1660'STATE HIGHWAY 169 IN NORTH WOODSTOCK TO THE MARK ON THE LEFT, SET
 LW1660'VERTICALLY IN A LARGE ROCK CUT NEAR THE SOUTH CORNER OF THE NORTH
 LW1660'WOODSTOCK CEMETERY, 6.86 METERS (22.5 FT) NORTHWEST OF THE CENTERLINE
 LW1660'OF THE HIGHWAY, 10.97 METERS (36.0 FT) NORTHWEST AND ACROSS THE
 LW1660'HIGHWAY OF UTILITY POLE 417, 1.68 METERS (5.5 FT) SOUTHWEST OF THE
 LW1660'NORTHEAST END OF THE CUT.
 LW1660'THE MARK IS 2.0 M ABOVE HIGHWAY.
 LW1660
 LW1660                          STATION RECOVERY (1984)
 LW1660
 LW1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1660'RECOVERED IN GOOD CONDITION.
 LW1660
 LW1660                          STATION RECOVERY (1986)
 LW1660
 LW1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1660'RECOVERED IN GOOD CONDITION.
 LW1660
 LW1660                          STATION RECOVERY (1996)
 LW1660
 LW1660'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2193 ***********************************************************************
 LX2193  DESIGNATION -  X 67
 LX2193  PID         -  LX2193
 LX2193  STATE/COUNTY-  CT/HARTFORD
 LX2193  USGS QUAD   -  NEW BRITAIN (1992)
 LX2193
 LX2193                         *CURRENT SURVEY CONTROL
 LX2193  ___________________________________________________________________
 LX2193* NAD 83(1986)-  41 37 56.     (N)    072 46 07.     (W)     SCALED    
 LX2193* NAVD 88     -        16.142  (meters)      52.96   (feet)  ADJUSTED  
 LX2193  ___________________________________________________________________
 LX2193  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2193  DYNAMIC HT  -          16.137 (meters)      52.94  (feet)  COMP
 LX2193  MODELED GRAV-     980,312.7   (mgal)                       NAVD 88
 LX2193
 LX2193  VERT ORDER  -  FIRST     CLASS II
 LX2193
 LX2193.The horizontal coordinates were scaled from a topographic map and have
 LX2193.an estimated accuracy of +/- 6 seconds.
 LX2193
 LX2193.The orthometric height was determined by differential leveling
 LX2193.and adjusted by the National Geodetic Survey in June 1991..
 LX2193
 LX2193.The geoid height was determined by GEOID03.
 LX2193
 LX2193.The dynamic height is computed by dividing the NAVD 88
 LX2193.geopotential number by the normal gravity value computed on the
 LX2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2193.degrees latitude (g = 980.6199 gals.).
 LX2193
 LX2193.The modeled gravity was interpolated from observed gravity values.
 LX2193
 LX2193;                    North         East    Units  Estimated Accuracy
 LX2193;SPC CT       -   241,120.      303,250.      MT  (+/- 180 meters Scaled)
 LX2193
 LX2193                          SUPERSEDED SURVEY CONTROL
 LX2193
 LX2193.No superseded survey control is available for this station.
 LX2193
 LX2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM858113(NAD 83)
 LX2193_MARKER: I = METAL ROD
 LX2193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LX2193_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LX2193_STAMPING: X 67 1984
 LX2193_MARK LOGO: NGS   
 LX2193_PROJECTION: FLUSH
 LX2193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2193+STABILITY: POSITION/ELEVATION WELL
 LX2193_ROD/PIPE-DEPTH: 8.2  meters
 LX2193_SLEEVE-DEPTH  : 6.1 meters
 LX2193
 LX2193  HISTORY     - Date     Condition        Report By
 LX2193  HISTORY     - 1984     MONUMENTED       NGS
 LX2193
 LX2193                          STATION DESCRIPTION
 LX2193
 LX2193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2193'IN KENSINGTON.
 LX2193'IN KENSINGTON, ALONG KENSINGTON ROAD, ON THE PROPERTY OF THE POST
 LX2193'OFFICE, 16.46 METERS (54.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2193'ROAD, 17.43 METERS (57.2 FT) EAST OF THE SOUTH CORNER OF THE POST
 LX2193'OFFICE, 19.66 METERS (64.5 FT) SOUTH OF THE EAST CORNER OF THE POST
 LX2193'OFFICE, 2.77 METERS (9.1 FT) SOUTHWEST OF THE FLAGPOLE.
 LX2193'THE MARK IS 0.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2233 ***********************************************************************
 LX2233  DESIGNATION -  X 69
 LX2233  PID         -  LX2233
 LX2233  STATE/COUNTY-  CT/MIDDLESEX
 LX2233  USGS QUAD   -  DEEP RIVER (1971)
 LX2233
 LX2233                         *CURRENT SURVEY CONTROL
 LX2233  ___________________________________________________________________
 LX2233* NAD 83(1986)-  41 27 56.     (N)    072 28 50.     (W)     SCALED    
 LX2233* NAVD 88     -        29.136  (meters)      95.59   (feet)  ADJUSTED  
 LX2233  ___________________________________________________________________
 LX2233  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LX2233  DYNAMIC HT  -          29.126 (meters)      95.56  (feet)  COMP
 LX2233  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 LX2233
 LX2233  VERT ORDER  -  FIRST     CLASS II
 LX2233
 LX2233.The horizontal coordinates were scaled from a topographic map and have
 LX2233.an estimated accuracy of +/- 6 seconds.
 LX2233
 LX2233.The orthometric height was determined by differential leveling
 LX2233.and adjusted by the National Geodetic Survey in June 1991..
 LX2233
 LX2233.The geoid height was determined by GEOID03.
 LX2233
 LX2233.The dynamic height is computed by dividing the NAVD 88
 LX2233.geopotential number by the normal gravity value computed on the
 LX2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2233.degrees latitude (g = 980.6199 gals.).
 LX2233
 LX2233.The modeled gravity was interpolated from observed gravity values.
 LX2233
 LX2233;                    North         East    Units  Estimated Accuracy
 LX2233;SPC CT       -   222,650.      327,310.      MT  (+/- 180 meters Scaled)
 LX2233
 LX2233                          SUPERSEDED SURVEY CONTROL
 LX2233
 LX2233.No superseded survey control is available for this station.
 LX2233
 LX2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL104935(NAD 83)
 LX2233_MARKER: DB = BENCH MARK DISK
 LX2233_SETTING: 66 = SET IN ROCK OUTCROP
 LX2233_SP_SET: ROCK OUTCROP
 LX2233_STAMPING: X 69 1984
 LX2233_MARK LOGO: NGS   
 LX2233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2233+STABILITY: POSITION/ELEVATION WELL
 LX2233
 LX2233  HISTORY     - Date     Condition        Report By
 LX2233  HISTORY     - 1984     MONUMENTED       NGS
 LX2233  HISTORY     - 1989     GOOD             USPSQD
 LX2233  HISTORY     - 19900317 GOOD             USPSQD
 LX2233
 LX2233                          STATION DESCRIPTION
 LX2233
 LX2233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2233'1.9 KM (1.2 MI) SOUTH FROM HADDAM.
 LX2233'1.9 KM (1.2 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2233'HADDAM TO THE MARK ON THE RIGHT, 5.6 METERS (18.5 FT) SOUTHWEST OF THE
 LX2233'CENTERLINE OF THE HIGHWAY, 0.6 METER (2.0 FT) SOUTHWEST OF POWER POLE
 LX2233'516.
 LX2233'THE MARK IS 1.2 M ABOVE HIGHWAY.
 LX2233
 LX2233                          STATION RECOVERY (1989)
 LX2233
 LX2233'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2233'RECOVERED IN GOOD CONDITION.
 LX2233
 LX2233                          STATION RECOVERY (1990)
 LX2233
 LX2233'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2306 ***********************************************************************
 LX2306  DESIGNATION -  X 71
 LX2306  PID         -  LX2306
 LX2306  STATE/COUNTY-  CT/FAIRFIELD
 LX2306  USGS QUAD   -  BETHEL (1984)
 LX2306
 LX2306                         *CURRENT SURVEY CONTROL
 LX2306  ___________________________________________________________________
 LX2306* NAD 83(1986)-  41 16 42.     (N)    073 24 26.     (W)     SCALED    
 LX2306* NAVD 88     -       173.776  (meters)     570.13   (feet)  ADJUSTED  
 LX2306  ___________________________________________________________________
 LX2306  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 LX2306  DYNAMIC HT  -         173.718 (meters)     569.94  (feet)  COMP
 LX2306  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 LX2306
 LX2306  VERT ORDER  -  FIRST     CLASS II
 LX2306
 LX2306.The horizontal coordinates were scaled from a topographic map and have
 LX2306.an estimated accuracy of +/- 6 seconds.
 LX2306
 LX2306.The orthometric height was determined by differential leveling
 LX2306.and adjusted by the National Geodetic Survey in June 1991..
 LX2306
 LX2306.The geoid height was determined by GEOID03.
 LX2306
 LX2306.The dynamic height is computed by dividing the NAVD 88
 LX2306.geopotential number by the normal gravity value computed on the
 LX2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2306.degrees latitude (g = 980.6199 gals.).
 LX2306
 LX2306.The modeled gravity was interpolated from observed gravity values.
 LX2306
 LX2306;                    North         East    Units  Estimated Accuracy
 LX2306;SPC CT       -   202,030.      249,740.      MT  (+/- 180 meters Scaled)
 LX2306
 LX2306                          SUPERSEDED SURVEY CONTROL
 LX2306
 LX2306.No superseded survey control is available for this station.
 LX2306
 LX2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL333708(NAD 83)
 LX2306_MARKER: DB = BENCH MARK DISK
 LX2306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2306_SP_SET: HEADWALL OF CULVERT
 LX2306_STAMPING: X 71 1985
 LX2306_MARK LOGO: NGS   
 LX2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2306+STABILITY: SURFACE MOTION
 LX2306
 LX2306  HISTORY     - Date     Condition        Report By
 LX2306  HISTORY     - 1985     MONUMENTED       NGS
 LX2306
 LX2306                          STATION DESCRIPTION
 LX2306
 LX2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2306'3.9 KM (2.4 MI) NORTH FROM GEORGETOWN.
 LX2306'3.9 KM (2.4 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2306'U.S. HIGHWAY 7 IN GEORGETOWN TO THE MARK ON THE LEFT, 5.9 METERS (19.5
 LX2306'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.9 METERS (13.0 FT)
 LX2306'NORTHEAST OF THE CENTER OF WAYSIDE LANE.
 LX2306'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2336 ***********************************************************************
 LX2336  DESIGNATION -  X 72
 LX2336  PID         -  LX2336
 LX2336  STATE/COUNTY-  CT/FAIRFIELD
 LX2336  USGS QUAD   -  LONG HILL (1984)
 LX2336
 LX2336                         *CURRENT SURVEY CONTROL
 LX2336  ___________________________________________________________________
 LX2336* NAD 83(1986)-  41 15 04.     (N)    073 13 10.     (W)     SCALED    
 LX2336* NAVD 88     -       124.734  (meters)     409.23   (feet)  ADJUSTED  
 LX2336  ___________________________________________________________________
 LX2336  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX2336  DYNAMIC HT  -         124.691 (meters)     409.09  (feet)  COMP
 LX2336  MODELED GRAV-     980,283.1   (mgal)                       NAVD 88
 LX2336
 LX2336  VERT ORDER  -  FIRST     CLASS II
 LX2336
 LX2336.The horizontal coordinates were scaled from a topographic map and have
 LX2336.an estimated accuracy of +/- 6 seconds.
 LX2336
 LX2336.The orthometric height was determined by differential leveling
 LX2336.and adjusted by the National Geodetic Survey in June 1991..
 LX2336
 LX2336.The geoid height was determined by GEOID03.
 LX2336
 LX2336.The dynamic height is computed by dividing the NAVD 88
 LX2336.geopotential number by the normal gravity value computed on the
 LX2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2336.degrees latitude (g = 980.6199 gals.).
 LX2336
 LX2336.The modeled gravity was interpolated from observed gravity values.
 LX2336
 LX2336;                    North         East    Units  Estimated Accuracy
 LX2336;SPC CT       -   198,900.      265,450.      MT  (+/- 180 meters Scaled)
 LX2336
 LX2336                          SUPERSEDED SURVEY CONTROL
 LX2336
 LX2336.No superseded survey control is available for this station.
 LX2336
 LX2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL491681(NAD 83)
 LX2336_MARKER: I = METAL ROD
 LX2336_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2336+WITH SETTING: INFORMATION.
 LX2336_SP_SET: SHALLOW-SET METAL ROD
 LX2336_STAMPING: X 72 1985
 LX2336_MARK LOGO: NGS   
 LX2336_PROJECTION: FLUSH
 LX2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2336_ROD/PIPE-DEPTH: 1.6  meters
 LX2336
 LX2336  HISTORY     - Date     Condition        Report By
 LX2336  HISTORY     - 1985     MONUMENTED       NGS
 LX2336
 LX2336                          STATION DESCRIPTION
 LX2336
 LX2336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2336'IN TRUMBULL.
 LX2336'IN TRUMBULL, 0.6 KM (0.4 MI) SOUTH ALONG STATE HIGHWAY 111 FROM THE
 LX2336'JUNCTION OF STATE HIGHWAY 127 TO THE MARK ON THE LEFT, NEAR THE
 LX2336'NORTHWEST CORNER OF A PARKING LOT FOR THE CONGREGATION B NAI TORAH, AT
 LX2336'5700 ROUTE 111, 27.24 METERS (89.4 FT) SOUTHEAST OF THE CENTERLINE OF
 LX2336'THE HIGHWAY, 16.03 METERS (52.6 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 LX2336'3342, 6.70 METERS (22.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE
 LX2336'SYNAGOGUE.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN
 LX2336'TO REFUSAL AND ANCHORED AT 1.6 METERS.  NOTE--ACCESS TO DATUM POINT IS
 LX2336'HAD THROUGH A 5-INCH LOGO CAP.
 LX2336'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2598 ***********************************************************************
 LX2598  DESIGNATION -  X 73
 LX2598  PID         -  LX2598
 LX2598  STATE/COUNTY-  CT/LITCHFIELD
 LX2598  USGS QUAD   -  NEW MILFORD (1984)
 LX2598
 LX2598                         *CURRENT SURVEY CONTROL
 LX2598  ___________________________________________________________________
 LX2598* NAD 83(1986)-  41 36 27.     (N)    073 24 13.     (W)     SCALED    
 LX2598* NAVD 88     -       123.358  (meters)     404.72   (feet)  ADJUSTED  
 LX2598  ___________________________________________________________________
 LX2598  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX2598  DYNAMIC HT  -         123.317 (meters)     404.58  (feet)  COMP
 LX2598  MODELED GRAV-     980,287.9   (mgal)                       NAVD 88
 LX2598
 LX2598  VERT ORDER  -  FIRST     CLASS II
 LX2598
 LX2598.The horizontal coordinates were scaled from a topographic map and have
 LX2598.an estimated accuracy of +/- 6 seconds.
 LX2598
 LX2598.The orthometric height was determined by differential leveling
 LX2598.and adjusted by the National Geodetic Survey in June 1991..
 LX2598
 LX2598.The geoid height was determined by GEOID03.
 LX2598
 LX2598.The dynamic height is computed by dividing the NAVD 88
 LX2598.geopotential number by the normal gravity value computed on the
 LX2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2598.degrees latitude (g = 980.6199 gals.).
 LX2598
 LX2598.The modeled gravity was interpolated from observed gravity values.
 LX2598
 LX2598;                    North         East    Units  Estimated Accuracy
 LX2598;SPC CT       -   238,580.      250,320.      MT  (+/- 180 meters Scaled)
 LX2598
 LX2598                          SUPERSEDED SURVEY CONTROL
 LX2598
 LX2598.No superseded survey control is available for this station.
 LX2598
 LX2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM330074(NAD 83)
 LX2598_MARKER: DB = BENCH MARK DISK
 LX2598_SETTING: 66 = SET IN ROCK OUTCROP
 LX2598_SP_SET: ROCK OUTCROP
 LX2598_STAMPING: X 73 1985
 LX2598_MARK LOGO: NGS   
 LX2598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2598+STABILITY: POSITION/ELEVATION WELL
 LX2598
 LX2598  HISTORY     - Date     Condition        Report By
 LX2598  HISTORY     - 1985     MONUMENTED       NGS
 LX2598  HISTORY     - 19910831 GOOD             USPSQD
 LX2598
 LX2598                          STATION DESCRIPTION
 LX2598
 LX2598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2598'3.5 KM (2.15 MI) NORTH FROM NEW MILFORD.
 LX2598'3.5 KM (2.15 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2598'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE LEFT, IN A LARGE
 LX2598'ROCK OUTCROP IN THE LAWN OF HOUSE NUMBER 125, 34.4 METERS (113.0 FT)
 LX2598'WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 28.8 METERS (94.5
 LX2598'FT) SOUTHEAST OF THE NORTHEAST CORNER OF A BUILDING USED FOR A TRADING
 LX2598'POST, 22.7 METERS (74.5 FT) NORTHEAST OF THE NORTHWEST CORNER OF HOUSE
 LX2598'NUMBER 125.
 LX2598'THE MARK IS 0.60 M ABOVE GROUND.
 LX2598
 LX2598                          STATION RECOVERY (1991)
 LX2598
 LX2598'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2368 ***********************************************************************
 LX2368  DESIGNATION -  X 74
 LX2368  PID         -  LX2368
 LX2368  STATE/COUNTY-  CT/FAIRFIELD
 LX2368  USGS QUAD   -  NEWTOWN (1984)
 LX2368
 LX2368                         *CURRENT SURVEY CONTROL
 LX2368  ___________________________________________________________________
 LX2368* NAD 83(1986)-  41 25 43.     (N)    073 18 46.     (W)     SCALED    
 LX2368* NAVD 88     -       128.672  (meters)     422.15   (feet)  ADJUSTED  
 LX2368  ___________________________________________________________________
 LX2368  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX2368  DYNAMIC HT  -         128.629 (meters)     422.01  (feet)  COMP
 LX2368  MODELED GRAV-     980,286.8   (mgal)                       NAVD 88
 LX2368
 LX2368  VERT ORDER  -  FIRST     CLASS II
 LX2368
 LX2368.The horizontal coordinates were scaled from a topographic map and have
 LX2368.an estimated accuracy of +/- 6 seconds.
 LX2368
 LX2368.The orthometric height was determined by differential leveling
 LX2368.and adjusted by the National Geodetic Survey in June 1991..
 LX2368
 LX2368.The geoid height was determined by GEOID03.
 LX2368
 LX2368.The dynamic height is computed by dividing the NAVD 88
 LX2368.geopotential number by the normal gravity value computed on the
 LX2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2368.degrees latitude (g = 980.6199 gals.).
 LX2368
 LX2368.The modeled gravity was interpolated from observed gravity values.
 LX2368
 LX2368;                    North         East    Units  Estimated Accuracy
 LX2368;SPC CT       -   218,660.      257,760.      MT  (+/- 180 meters Scaled)
 LX2368
 LX2368                          SUPERSEDED SURVEY CONTROL
 LX2368
 LX2368.No superseded survey control is available for this station.
 LX2368
 LX2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL409877(NAD 83)
 LX2368_MARKER: DB = BENCH MARK DISK
 LX2368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2368_SP_SET: BRIDGE ABUTMENT
 LX2368_STAMPING: X 74 1985
 LX2368_MARK LOGO: NGS   
 LX2368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2368
 LX2368  HISTORY     - Date     Condition        Report By
 LX2368  HISTORY     - 1985     MONUMENTED       NGS
 LX2368
 LX2368                          STATION DESCRIPTION
 LX2368
 LX2368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2368'3.1 KM (1.9 MI) WEST FROM SANDY HOOK.
 LX2368'3.1 KM (1.9 MI) WEST ALONG INTERSTATE 84 FROM THE WEST END OF THE
 LX2368'BRIDGE OVER THE POOTATUCK RIVER IN SANDY HOOK TO THE MARK ON THE LEFT,
 LX2368'IN TOP OF THE SOUTHEAST END OF THE CONCRETE ABUTMENT OF THE BRIDGE
 LX2368'OVER HANOVER ROAD, 0.61 METER (2.0 FT) SOUTHWEST OF THE SOUTHWEST
 LX2368'BRIDGE CURB, 0.18 METER (0.6 FT) NORTH-NORTHWEST OF THE SOUTHEAST END
 LX2368'OF THE BRIDGE RAILING.
 LX2368'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2665 ***********************************************************************
 LX2665  DESIGNATION -  X 75
 LX2665  PID         -  LX2665
 LX2665  STATE/COUNTY-  CT/LITCHFIELD
 LX2665  USGS QUAD   -  CORNWALL (1984)
 LX2665
 LX2665                         *CURRENT SURVEY CONTROL
 LX2665  ___________________________________________________________________
 LX2665* NAD 83(1986)-  41 50 52.     (N)    073 18 40.     (W)     SCALED    
 LX2665* NAVD 88     -       305.175  (meters)    1001.23   (feet)  ADJUSTED  
 LX2665  ___________________________________________________________________
 LX2665  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX2665  DYNAMIC HT  -         305.067 (meters)    1000.87  (feet)  COMP
 LX2665  MODELED GRAV-     980,257.3   (mgal)                       NAVD 88
 LX2665
 LX2665  VERT ORDER  -  FIRST     CLASS II
 LX2665
 LX2665.The horizontal coordinates were scaled from a topographic map and have
 LX2665.an estimated accuracy of +/- 6 seconds.
 LX2665
 LX2665.The orthometric height was determined by differential leveling
 LX2665.and adjusted by the National Geodetic Survey in June 1991..
 LX2665
 LX2665.The geoid height was determined by GEOID03.
 LX2665
 LX2665.The dynamic height is computed by dividing the NAVD 88
 LX2665.geopotential number by the normal gravity value computed on the
 LX2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2665.degrees latitude (g = 980.6199 gals.).
 LX2665
 LX2665.The modeled gravity was interpolated from observed gravity values.
 LX2665
 LX2665;                    North         East    Units  Estimated Accuracy
 LX2665;SPC CT       -   265,220.      258,200.      MT  (+/- 180 meters Scaled)
 LX2665
 LX2665                          SUPERSEDED SURVEY CONTROL
 LX2665
 LX2665.No superseded survey control is available for this station.
 LX2665
 LX2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM402342(NAD 83)
 LX2665_MARKER: DB = BENCH MARK DISK
 LX2665_SETTING: 66 = SET IN ROCK OUTCROP
 LX2665_SP_SET: ROCK OUTCROP
 LX2665_STAMPING: X 75 1985
 LX2665_MARK LOGO: NGS   
 LX2665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2665+STABILITY: POSITION/ELEVATION WELL
 LX2665
 LX2665  HISTORY     - Date     Condition        Report By
 LX2665  HISTORY     - 1985     MONUMENTED       NGS
 LX2665
 LX2665                          STATION DESCRIPTION
 LX2665
 LX2665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2665'IN NORTH CORNERS.
 LX2665'IN NORTH CORNERS, AT THE JUNCTION OF STATE HIGHWAY 4 AND STATE HIGHWAY
 LX2665'43, 61.0 METERS (200.0 FT) SOUTH OF THE JUNCTION OF THE HIGHWAYS, IN A
 LX2665'5 X 8 FOOT ROCK OUTCROP FLUSH WITH THE GROUND WHICH IS BEHIND NOW
 LX2665'GENE,S TEXACO SERVICE STATION, 17.37 METERS (57.0 FT) SOUTHWEST OF THE
 LX2665'CENTER LINE OF STATE HIGHWAY 4, 8.35 METERS (27.4 FT) SOUTHWEST OF THE
 LX2665'SOUTHWEST FACE OF A ROCK WALL, 5.48 METERS (18.0 FT) NORTHEAST OF THE
 LX2665'EAST CORNER OF A CHAIN LINK FENCE DOG PEN.
 LX2665'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2485 ***********************************************************************
 LX2485  DESIGNATION -  X 77
 LX2485  PID         -  LX2485
 LX2485  STATE/COUNTY-  CT/NEW HAVEN
 LX2485  USGS QUAD   -  WATERBURY (1984)
 LX2485
 LX2485                         *CURRENT SURVEY CONTROL
 LX2485  ___________________________________________________________________
 LX2485* NAD 83(1986)-  41 34 00.     (N)    073 03 13.     (W)     SCALED    
 LX2485* NAVD 88     -        90.668  (meters)     297.47   (feet)  ADJUSTED  
 LX2485  ___________________________________________________________________
 LX2485  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX2485  DYNAMIC HT  -          90.640 (meters)     297.37  (feet)  COMP
 LX2485  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 LX2485
 LX2485  VERT ORDER  -  FIRST     CLASS II
 LX2485
 LX2485.The horizontal coordinates were scaled from a topographic map and have
 LX2485.an estimated accuracy of +/- 6 seconds.
 LX2485
 LX2485.The orthometric height was determined by differential leveling
 LX2485.and adjusted by the National Geodetic Survey in June 1991..
 LX2485
 LX2485.The geoid height was determined by GEOID03.
 LX2485
 LX2485.The dynamic height is computed by dividing the NAVD 88
 LX2485.geopotential number by the normal gravity value computed on the
 LX2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2485.degrees latitude (g = 980.6199 gals.).
 LX2485
 LX2485.The modeled gravity was interpolated from observed gravity values.
 LX2485
 LX2485;                    North         East    Units  Estimated Accuracy
 LX2485;SPC CT       -   233,890.      279,480.      MT  (+/- 180 meters Scaled)
 LX2485
 LX2485                          SUPERSEDED SURVEY CONTROL
 LX2485
 LX2485.No superseded survey control is available for this station.
 LX2485
 LX2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM622034(NAD 83)
 LX2485_MARKER: DB = BENCH MARK DISK
 LX2485_SETTING: 66 = SET IN ROCK OUTCROP
 LX2485_SP_SET: ROCK CUT
 LX2485_STAMPING: X 77 1985
 LX2485_MARK LOGO: NGS   
 LX2485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2485+STABILITY: POSITION/ELEVATION WELL
 LX2485
 LX2485  HISTORY     - Date     Condition        Report By
 LX2485  HISTORY     - 1985     MONUMENTED       NGS
 LX2485
 LX2485                          STATION DESCRIPTION
 LX2485
 LX2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2485'1.1 KM (0.7 MI) NORTH FROM WATERBURY.
 LX2485'1.1 KM (0.7 MI) NORTH ALONG THOMASTON AVENUE FROM THE JUNCTION OF WEST
 LX2485'MAIN STREET IN WATERBURY TO THE MARK ON THE RIGHT, ACROSS THE RAILROAD
 LX2485'TRACKS, IN TOP OF A ROCK CUT, 0.1 KM (0.05 MI) NORTHEAST OF THE
 LX2485'HIGHWAY BRIDGE OVER A SECOND SET OF RAILROAD TRACKS, 64.62 METERS
 LX2485'(212.0 FT) EAST OF THE CENTERLINE OF THE AVENUE, 10.58 METERS (34.7
 LX2485'FT) EAST OF THE EAST RAIL OF THE TRACKS, 6.10 METERS (20.0 FT) NORTH
 LX2485'OF THE SOUTH END OF THE TRACKS.
 LX2485'THE MARK IS 6.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2865 ***********************************************************************
 LX2865  DESIGNATION -  X 78
 LX2865  PID         -  LX2865
 LX2865  STATE/COUNTY-  CT/NEW HAVEN
 LX2865  USGS QUAD   -  BRANFORD (1984)
 LX2865
 LX2865                         *CURRENT SURVEY CONTROL
 LX2865  ___________________________________________________________________
 LX2865* NAD 83(1986)-  41 23 35.     (N)    072 49 14.     (W)     SCALED    
 LX2865* NAVD 88     -        20.584  (meters)      67.53   (feet)  ADJUSTED  
 LX2865  ___________________________________________________________________
 LX2865  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2865  DYNAMIC HT  -          20.577 (meters)      67.51  (feet)  COMP
 LX2865  MODELED GRAV-     980,300.7   (mgal)                       NAVD 88
 LX2865
 LX2865  VERT ORDER  -  FIRST     CLASS II
 LX2865
 LX2865.The horizontal coordinates were scaled from a topographic map and have
 LX2865.an estimated accuracy of +/- 6 seconds.
 LX2865
 LX2865.The orthometric height was determined by differential leveling
 LX2865.and adjusted by the National Geodetic Survey in June 1991..
 LX2865
 LX2865.The geoid height was determined by GEOID03.
 LX2865
 LX2865.The dynamic height is computed by dividing the NAVD 88
 LX2865.geopotential number by the normal gravity value computed on the
 LX2865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2865.degrees latitude (g = 980.6199 gals.).
 LX2865
 LX2865.The modeled gravity was interpolated from observed gravity values.
 LX2865
 LX2865;                    North         East    Units  Estimated Accuracy
 LX2865;SPC CT       -   214,560.      298,900.      MT  (+/- 180 meters Scaled)
 LX2865
 LX2865                          SUPERSEDED SURVEY CONTROL
 LX2865
 LX2865.No superseded survey control is available for this station.
 LX2865
 LX2865_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL822846(NAD 83)
 LX2865_MARKER: I = METAL ROD
 LX2865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2865_SP_SET: STAINLESS STEEL ROD
 LX2865_STAMPING: X 78 1985
 LX2865_MARK LOGO: NGS   
 LX2865_PROJECTION: FLUSH
 LX2865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2865_ROD/PIPE-DEPTH: 3.3  meters
 LX2865
 LX2865  HISTORY     - Date     Condition        Report By
 LX2865  HISTORY     - 1985     MONUMENTED       NGS
 LX2865
 LX2865                          STATION DESCRIPTION
 LX2865
 LX2865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2865'3.7 KM (2.3 MI) EAST FROM NORTH HAVEN.
 LX2865'0.2 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 5 FROM THE POST OFFICE IN
 LX2865'NORTH HAVEN, THENCE 3.5 KM (2.15 MI) EAST ALONG STATE HIGHWAY 22 TO
 LX2865'THE MARK ON THE RIGHT, ALSO 2.7 KM (1.65 MI) WEST ALONG STATE HIGHWAY
 LX2865'22 FROM THE JUNCTION OF STATE HIGHWAY 17 IN NORTHFORD, 14.32 METERS
 LX2865'(47.0 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.88 METERS (16.0
 LX2865'FT) SOUTHEAST OF THE CENTER LINE OF RIMMON ROAD, 15.21 METERS (49.9
 LX2865'FT) NORTHEAST OF UTILITY POLE NUMBER 85.  NOTE--ACCESS TO DATUM POINT
 LX2865'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2865'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2564 ***********************************************************************
 LX2564  DESIGNATION -  X 79
 LX2564  PID         -  LX2564
 LX2564  STATE/COUNTY-  CT/LITCHFIELD
 LX2564  USGS QUAD   -  NEW PRESTON (1984)
 LX2564
 LX2564                         *CURRENT SURVEY CONTROL
 LX2564  ___________________________________________________________________
 LX2564* NAD 83(1986)-  41 37 50.     (N)    073 18 40.     (W)     SCALED    
 LX2564* NAVD 88     -       227.101  (meters)     745.08   (feet)  ADJUSTED  
 LX2564  ___________________________________________________________________
 LX2564  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LX2564  DYNAMIC HT  -         227.024 (meters)     744.83  (feet)  COMP
 LX2564  MODELED GRAV-     980,276.1   (mgal)                       NAVD 88
 LX2564
 LX2564  VERT ORDER  -  FIRST     CLASS II
 LX2564
 LX2564.The horizontal coordinates were scaled from a topographic map and have
 LX2564.an estimated accuracy of +/- 6 seconds.
 LX2564
 LX2564.The orthometric height was determined by differential leveling
 LX2564.and adjusted by the National Geodetic Survey in June 1991..
 LX2564
 LX2564.The geoid height was determined by GEOID03.
 LX2564
 LX2564.The dynamic height is computed by dividing the NAVD 88
 LX2564.geopotential number by the normal gravity value computed on the
 LX2564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2564.degrees latitude (g = 980.6199 gals.).
 LX2564
 LX2564.The modeled gravity was interpolated from observed gravity values.
 LX2564
 LX2564;                    North         East    Units  Estimated Accuracy
 LX2564;SPC CT       -   241,090.      258,050.      MT  (+/- 180 meters Scaled)
 LX2564
 LX2564                          SUPERSEDED SURVEY CONTROL
 LX2564
 LX2564.No superseded survey control is available for this station.
 LX2564
 LX2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM406101(NAD 83)
 LX2564_MARKER: I = METAL ROD
 LX2564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2564+WITH SETTING: INFORMATION.
 LX2564_SP_SET: SHALLOW-SET METAL ROD
 LX2564_STAMPING: X 79 1985
 LX2564_MARK LOGO: NGS   
 LX2564_PROJECTION: FLUSH
 LX2564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2564_ROD/PIPE-DEPTH: 2.6  meters
 LX2564
 LX2564  HISTORY     - Date     Condition        Report By
 LX2564  HISTORY     - 1985     MONUMENTED       NGS
 LX2564
 LX2564                          STATION DESCRIPTION
 LX2564
 LX2564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2564'1.3 KM (0.8 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2564'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2564'WASHINGTON DEPOT TO THE MARK ON THE LEFT, IN FRONT OF THE GUNN
 LX2564'MEMORIAL LIBRARY, 13.9 METERS (45.8 FT) SOUTHEAST OF THE CENTER OF
 LX2564'WYKEHAM ROAD, 2.8 METERS (9.5 FT) SOUTHWEST OF THE NORTHWEST PILLAR AT
 LX2564'THE FRONT ENTRANCE TO THE LIBRARY, 1.7 METERS (5.8 FT) NORTHWEST OF
 LX2564'THE NORTHWEST CORNER OF THE BUILDING, AT THE 1908 ON THE WALL.
 LX2564'NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 LX2564'AND ANCHORED AT 2.6 METERS.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2564'THROUGH A 5-INCH LOGO CAP.
 LX2564'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0495 ***********************************************************************
 LX0495  DESIGNATION -  X 8
 LX0495  PID         -  LX0495
 LX0495  STATE/COUNTY-  CT/HARTFORD
 LX0495  USGS QUAD   -  MANCHESTER (1992)
 LX0495
 LX0495                         *CURRENT SURVEY CONTROL
 LX0495  ___________________________________________________________________
 LX0495* NAD 83(1986)-  41 47 40.     (N)    072 33 07.     (W)     SCALED    
 LX0495* NAVD 88     -        45.733  (meters)     150.04   (feet)  ADJUSTED  
 LX0495  ___________________________________________________________________
 LX0495  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX0495  DYNAMIC HT  -          45.719 (meters)     150.00  (feet)  COMP
 LX0495  MODELED GRAV-     980,308.1   (mgal)                       NAVD 88
 LX0495
 LX0495  VERT ORDER  -  FIRST     CLASS II
 LX0495
 LX0495.The horizontal coordinates were scaled from a topographic map and have
 LX0495.an estimated accuracy of +/- 6 seconds.
 LX0495
 LX0495.The orthometric height was determined by differential leveling
 LX0495.and adjusted by the National Geodetic Survey in June 1991..
 LX0495
 LX0495.The geoid height was determined by GEOID03.
 LX0495
 LX0495.The dynamic height is computed by dividing the NAVD 88
 LX0495.geopotential number by the normal gravity value computed on the
 LX0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0495.degrees latitude (g = 980.6199 gals.).
 LX0495
 LX0495.The modeled gravity was interpolated from observed gravity values.
 LX0495
 LX0495;                    North         East    Units  Estimated Accuracy
 LX0495;SPC CT       -   259,160.      321,260.      MT  (+/- 180 meters Scaled)
 LX0495
 LX0495                          SUPERSEDED SURVEY CONTROL
 LX0495
 LX0495  NGVD 29 (??/??/92)   45.982  (m)          150.86   (f) ADJ UNCH    1 2
 LX0495
 LX0495.Superseded values are not recommended for survey control.
 LX0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0495.See file dsdata.txt to determine how the superseded data were derived.
 LX0495
 LX0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM034298(NAD 83)
 LX0495_MARKER: DB = BENCH MARK DISK
 LX0495_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX0495_STAMPING: ELEV 150.859 FT X8 1923
 LX0495_MARK LOGO: CGS   
 LX0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0495+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2006
 LX0495
 LX0495  HISTORY     - Date     Condition        Report By
 LX0495  HISTORY     - 1923     MONUMENTED       CGS
 LX0495  HISTORY     - 1951     GOOD             NGS
 LX0495  HISTORY     - 1972     GOOD             CTGS
 LX0495  HISTORY     - 1984     GOOD             USPSQD
 LX0495  HISTORY     - 1984     GOOD             NGS
 LX0495  HISTORY     - 1988     GOOD             USPSQD
 LX0495  HISTORY     - 20060705 GOOD             GEOCAC
 LX0495
 LX0495                          STATION DESCRIPTION
 LX0495
 LX0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0495'AT BUCKLAND.
 LX0495'AT BUCKLAND, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LX0495'HARTFORD RAILROAD, 11-1/2 RAILS WEST OF THE WEST END OF THE
 LX0495'STATION, 8 RAILS EAST OF SIGNAL H 104.9, AT BRIDGE 24.11 OVER
 LX0495'ADAMS STREET, IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT,
 LX0495'10.1 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2-1/2 FEET LOWER
 LX0495'THAN THE TRACK.  A STANDARD DISK, STAMPED ELEV 150.859 FT X8
 LX0495'1923.
 LX0495
 LX0495                          STATION RECOVERY (1972)
 LX0495
 LX0495'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0495'RECOVERED IN GOOD CONDITION.
 LX0495
 LX0495                          STATION RECOVERY (1984)
 LX0495
 LX0495'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0495'RECOVERED IN GOOD CONDITION.
 LX0495
 LX0495                          STATION RECOVERY (1984)
 LX0495
 LX0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0495'RECOVERED IN GOOD CONDITION.
 LX0495
 LX0495                          STATION RECOVERY (1988)
 LX0495
 LX0495'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0495'RECOVERED IN GOOD CONDITION.
 LX0495
 LX0495                          STATION RECOVERY (2006)
 LX0495
 LX0495'RECOVERY NOTE BY GEOCACHING 2006 (KWD)
 LX0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2535 ***********************************************************************
 LX2535  DESIGNATION -  X 80
 LX2535  PID         -  LX2535
 LX2535  STATE/COUNTY-  CT/LITCHFIELD
 LX2535  USGS QUAD   -  CORNWALL (1984)
 LX2535
 LX2535                         *CURRENT SURVEY CONTROL
 LX2535  ___________________________________________________________________
 LX2535* NAD 83(1986)-  41 47 21.     (N)    073 21 44.     (W)     SCALED    
 LX2535* NAVD 88     -       342.958  (meters)    1125.19   (feet)  ADJUSTED  
 LX2535  ___________________________________________________________________
 LX2535  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX2535  DYNAMIC HT  -         342.838 (meters)    1124.79  (feet)  COMP
 LX2535  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 LX2535
 LX2535  VERT ORDER  -  FIRST     CLASS II
 LX2535
 LX2535.The horizontal coordinates were scaled from a topographic map and have
 LX2535.an estimated accuracy of +/- 6 seconds.
 LX2535
 LX2535.The orthometric height was determined by differential leveling
 LX2535.and adjusted by the National Geodetic Survey in June 1991..
 LX2535
 LX2535.The geoid height was determined by GEOID03.
 LX2535
 LX2535.The dynamic height is computed by dividing the NAVD 88
 LX2535.geopotential number by the normal gravity value computed on the
 LX2535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2535.degrees latitude (g = 980.6199 gals.).
 LX2535
 LX2535.The modeled gravity was interpolated from observed gravity values.
 LX2535
 LX2535;                    North         East    Units  Estimated Accuracy
 LX2535;SPC CT       -   258,740.      253,910.      MT  (+/- 180 meters Scaled)
 LX2535
 LX2535                          SUPERSEDED SURVEY CONTROL
 LX2535
 LX2535.No superseded survey control is available for this station.
 LX2535
 LX2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM360276(NAD 83)
 LX2535_MARKER: DB = BENCH MARK DISK
 LX2535_SETTING: 66 = SET IN ROCK OUTCROP
 LX2535_SP_SET: ROCK OUTCROP
 LX2535_STAMPING: X 80 1985
 LX2535_MARK LOGO: NGS   
 LX2535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2535+STABILITY: POSITION/ELEVATION WELL
 LX2535
 LX2535  HISTORY     - Date     Condition        Report By
 LX2535  HISTORY     - 1985     MONUMENTED       NGS
 LX2535
 LX2535                          STATION DESCRIPTION
 LX2535
 LX2535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2535'5.2 KM (3.25 MI) NORTH FROM WARREN.
 LX2535'5.2 KM (3.25 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2535'WARREN TO THE MARK ON THE RIGHT, 9.7 METERS (32.0 FT) NORTHEAST OF THE
 LX2535'CENTERLINE OF THE HIGHWAY, 3.3 METERS (10.7 FT) SOUTHEAST OF AN ELM
 LX2535'TREE, 3.0 METERS (9.7 FT) SOUTH OF A FENCE.
 LX2535'THE MARK IS 0.91 METERS  SE FROM  A WITNESS POST
 LX2535'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2438 ***********************************************************************
 LX2438  DESIGNATION -  X 81
 LX2438  PID         -  LX2438
 LX2438  STATE/COUNTY-  CT/NEW HAVEN
 LX2438  USGS QUAD   -  BRANFORD (1984)
 LX2438
 LX2438                         *CURRENT SURVEY CONTROL
 LX2438  ___________________________________________________________________
 LX2438* NAD 83(1986)-  41 29 59.     (N)    072 49 12.     (W)     SCALED    
 LX2438* NAVD 88     -        20.333  (meters)      66.71   (feet)  ADJUSTED  
 LX2438  ___________________________________________________________________
 LX2438  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 LX2438  DYNAMIC HT  -          20.327 (meters)      66.69  (feet)  COMP
 LX2438  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 LX2438
 LX2438  VERT ORDER  -  FIRST     CLASS II
 LX2438
 LX2438.The horizontal coordinates were scaled from a topographic map and have
 LX2438.an estimated accuracy of +/- 6 seconds.
 LX2438
 LX2438.The orthometric height was determined by differential leveling
 LX2438.and adjusted by the National Geodetic Survey in June 1991..
 LX2438
 LX2438.The geoid height was determined by GEOID03.
 LX2438
 LX2438.The dynamic height is computed by dividing the NAVD 88
 LX2438.geopotential number by the normal gravity value computed on the
 LX2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2438.degrees latitude (g = 980.6199 gals.).
 LX2438
 LX2438.The modeled gravity was interpolated from observed gravity values.
 LX2438
 LX2438;                    North         East    Units  Estimated Accuracy
 LX2438;SPC CT       -   226,410.      298,960.      MT  (+/- 180 meters Scaled)
 LX2438
 LX2438                          SUPERSEDED SURVEY CONTROL
 LX2438
 LX2438.No superseded survey control is available for this station.
 LX2438
 LX2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL819965(NAD 83)
 LX2438_MARKER: I = METAL ROD
 LX2438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2438_SP_SET: STAINLESS STEEL ROD
 LX2438_STAMPING: X 81 1985
 LX2438_MARK LOGO: NGS   
 LX2438_PROJECTION: FLUSH
 LX2438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2438_ROD/PIPE-DEPTH: 32.9 meters
 LX2438
 LX2438  HISTORY     - Date     Condition        Report By
 LX2438  HISTORY     - 1985     MONUMENTED       NGS
 LX2438
 LX2438                          STATION DESCRIPTION
 LX2438
 LX2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2438'1.3 KM (0.8 MI) NE FROM YALESVILLE.
 LX2438'0.9 KM (0.55 MI) NORTH ALONG HANOVER STREET FROM THE JUNCTION OF STATE
 LX2438'HIGHWAY 68 IN YALESVILLE, THENCE 0.4 KM (0.25 MI) EAST ALONG OAK
 LX2438'STREET TO THE MARK ON THE RIGHT, AT THE ENTRANCE TO PRAGEMANN PARK,
 LX2438'9.94 METERS (32.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF OAK STREET,
 LX2438'15.54 METERS (51.0 FT) NORTHWEST OF THE CENTER OF THE PARK ENTRANCE,
 LX2438'14.42 METERS (47.3 FT) SOUTHEAST OF A FLAG POLE, 6.55 METERS (21.5 FT)
 LX2438'SOUTHWEST OF UTILITY POLE 1831 WITH STREET LAMP AND TRANSFORMER 1359,
 LX2438'1.92 METERS (6.3 FT) NORTH-NORTHEAST OF A SIGN (PRAGEMANN PARK).
 LX2438'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2438'THE MARK IS ABOVE LEVEL WITH OAK STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2756 ***********************************************************************
 LX2756  DESIGNATION -  X 83
 LX2756  PID         -  LX2756
 LX2756  STATE/COUNTY-  CT/HARTFORD
 LX2756  USGS QUAD   -  BRISTOL (1984)
 LX2756
 LX2756                         *CURRENT SURVEY CONTROL
 LX2756  ___________________________________________________________________
 LX2756* NAD 83(1986)-  41 41 13.     (N)    072 52 30.     (W)     SCALED    
 LX2756* NAVD 88     -        67.188  (meters)     220.43   (feet)  ADJUSTED  
 LX2756  ___________________________________________________________________
 LX2756  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 LX2756  DYNAMIC HT  -          67.168 (meters)     220.37  (feet)  COMP
 LX2756  MODELED GRAV-     980,325.9   (mgal)                       NAVD 88
 LX2756
 LX2756  VERT ORDER  -  FIRST     CLASS II
 LX2756
 LX2756.The horizontal coordinates were scaled from a topographic map and have
 LX2756.an estimated accuracy of +/- 6 seconds.
 LX2756
 LX2756.The orthometric height was determined by differential leveling
 LX2756.and adjusted by the National Geodetic Survey in June 1991..
 LX2756
 LX2756.The geoid height was determined by GEOID03.
 LX2756
 LX2756.The dynamic height is computed by dividing the NAVD 88
 LX2756.geopotential number by the normal gravity value computed on the
 LX2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2756.degrees latitude (g = 980.6199 gals.).
 LX2756
 LX2756.The modeled gravity was interpolated from observed gravity values.
 LX2756
 LX2756;                    North         East    Units  Estimated Accuracy
 LX2756;SPC CT       -   247,210.      294,390.      MT  (+/- 180 meters Scaled)
 LX2756
 LX2756                          SUPERSEDED SURVEY CONTROL
 LX2756
 LX2756.No superseded survey control is available for this station.
 LX2756
 LX2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM768172(NAD 83)
 LX2756_MARKER: I = METAL ROD
 LX2756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2756_SP_SET: STAINLESS STEEL ROD
 LX2756_STAMPING: X 83 1985
 LX2756_MARK LOGO: NGS   
 LX2756_PROJECTION: FLUSH
 LX2756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2756_ROD/PIPE-DEPTH: 16.4 meters
 LX2756
 LX2756  HISTORY     - Date     Condition        Report By
 LX2756  HISTORY     - 1985     MONUMENTED       NGS
 LX2756
 LX2756                          STATION DESCRIPTION
 LX2756
 LX2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2756'2.0 KM (1.25 MI) NORTH FROM PLAINVILLE.
 LX2756'2.0 KM (1.25 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2756'STATE HIGHWAY 72 IN PLAINVILLE TO THE MARK ON THE RIGHT, IN THE
 LX2756'NORTHEAST ANGLE OF THE INTERSECTION OF JOHNSON AVENUE, IN FRONT OF A
 LX2756'HIGHWAY SIGN (ROBERTSON AIRPORT - INDUSTRIAL PARK), 8.53 METERS (28.0
 LX2756'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.18 METERS (53.1 FT) WEST
 LX2756'OF UTILITY POLE 261 WITH TWO GUY WIRES, 4.45 METERS (14.6 FT)
 LX2756'NORTHWEST OF A FIRE HYDRANT, 1.52 METERS (5.0 FT) SOUTHEAST OF UTILITY
 LX2756'POLE 46801 WITH STREET LAMP AND TWO GUY WIRES, 0.91 METER (3.0 FT)
 LX2756'SOUTH OF THE SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LX2756'5-INCH LOGO CAP.
 LX2756'THE MARK IS 0.24 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2906 ***********************************************************************
 LX2906  DESIGNATION -  X 85
 LX2906  PID         -  LX2906
 LX2906  STATE/COUNTY-  CT/TOLLAND
 LX2906  USGS QUAD   -  ROCKVILLE (1984)
 LX2906
 LX2906                         *CURRENT SURVEY CONTROL
 LX2906  ___________________________________________________________________
 LX2906* NAD 83(1986)-  41 52 04.     (N)    072 27 35.     (W)     SCALED    
 LX2906* NAVD 88     -        87.907  (meters)     288.41   (feet)  ADJUSTED  
 LX2906  ___________________________________________________________________
 LX2906  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2906  DYNAMIC HT  -          87.878 (meters)     288.31  (feet)  COMP
 LX2906  MODELED GRAV-     980,301.1   (mgal)                       NAVD 88
 LX2906
 LX2906  VERT ORDER  -  FIRST     CLASS II
 LX2906
 LX2906.The horizontal coordinates were scaled from a topographic map and have
 LX2906.an estimated accuracy of +/- 6 seconds.
 LX2906
 LX2906.The orthometric height was determined by differential leveling
 LX2906.and adjusted by the National Geodetic Survey in June 1991..
 LX2906
 LX2906.The geoid height was determined by GEOID03.
 LX2906
 LX2906.The dynamic height is computed by dividing the NAVD 88
 LX2906.geopotential number by the normal gravity value computed on the
 LX2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2906.degrees latitude (g = 980.6199 gals.).
 LX2906
 LX2906.The modeled gravity was interpolated from observed gravity values.
 LX2906
 LX2906;                    North         East    Units  Estimated Accuracy
 LX2906;SPC CT       -   267,330.      328,900.      MT  (+/- 180 meters Scaled)
 LX2906
 LX2906                          SUPERSEDED SURVEY CONTROL
 LX2906
 LX2906.No superseded survey control is available for this station.
 LX2906
 LX2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM108382(NAD 83)
 LX2906_MARKER: I = METAL ROD
 LX2906_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2906_SP_SET: STAINLESS STEEL ROD
 LX2906_STAMPING: X 85 1986
 LX2906_MARK LOGO: NGS   
 LX2906_PROJECTION: FLUSH
 LX2906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2906_ROD/PIPE-DEPTH: 9.51 meters
 LX2906
 LX2906  HISTORY     - Date     Condition        Report By
 LX2906  HISTORY     - 1986     MONUMENTED       NGS
 LX2906
 LX2906                          STATION DESCRIPTION
 LX2906
 LX2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2906'IN ROCKVILLE.
 LX2906'IN ROCKVILLE, AT THE NORTH END OF THE VERNON ROCKVILLE POST OFFICE
 LX2906'SIGN.  IT IS 10.36 METERS (34.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX2906'HIGHWAY, 7.01 METERS (23.0 FT) EAST OF THE CENTER OF THE PAVED DRIVE
 LX2906'LEADING TO THE POST OFFICE AND 0.30 METER (1.0 FT) NORTH OF THE NORTH
 LX2906'END OF THE VERNON ROCKVILLE POST OFFICE SIGN. NOTE--ACCESS TO
 LX2906'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2906'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3286 ***********************************************************************
 LX3286  DESIGNATION -  X 86
 LX3286  PID         -  LX3286
 LX3286  STATE/COUNTY-  CT/HARTFORD
 LX3286  USGS QUAD   -  GLASTONBURY (1992)
 LX3286
 LX3286                         *CURRENT SURVEY CONTROL
 LX3286  ___________________________________________________________________
 LX3286* NAD 83(1986)-  41 42 28.     (N)    072 36 00.     (W)     SCALED    
 LX3286* NAVD 88     -        10.527  (meters)      34.54   (feet)  ADJUSTED  
 LX3286  ___________________________________________________________________
 LX3286  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX3286  DYNAMIC HT  -          10.523 (meters)      34.52  (feet)  COMP
 LX3286  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 LX3286
 LX3286  VERT ORDER  -  FIRST     CLASS II
 LX3286
 LX3286.The horizontal coordinates were scaled from a topographic map and have
 LX3286.an estimated accuracy of +/- 6 seconds.
 LX3286
 LX3286.The orthometric height was determined by differential leveling
 LX3286.and adjusted by the National Geodetic Survey in June 1991..
 LX3286
 LX3286.The geoid height was determined by GEOID03.
 LX3286
 LX3286.The dynamic height is computed by dividing the NAVD 88
 LX3286.geopotential number by the normal gravity value computed on the
 LX3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3286.degrees latitude (g = 980.6199 gals.).
 LX3286
 LX3286.The modeled gravity was interpolated from observed gravity values.
 LX3286
 LX3286;                    North         East    Units  Estimated Accuracy
 LX3286;SPC CT       -   249,530.      317,290.      MT  (+/- 180 meters Scaled)
 LX3286
 LX3286                          SUPERSEDED SURVEY CONTROL
 LX3286
 LX3286.No superseded survey control is available for this station.
 LX3286
 LX3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM996201(NAD 83)
 LX3286_MARKER: DB = BENCH MARK DISK
 LX3286_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3286_SP_SET: BRIDGE ABUTMENT
 LX3286_STAMPING: X 86 1986
 LX3286_MARK LOGO: NGS   
 LX3286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3286
 LX3286  HISTORY     - Date     Condition        Report By
 LX3286  HISTORY     - 1986     MONUMENTED       NGS
 LX3286
 LX3286                          STATION DESCRIPTION
 LX3286
 LX3286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3286'IN GLASTONBURY.
 LX3286'IN GLASTONBURY, 0.56 KM (0.35 MI) SOUTHEAST ALONG THE NEW LONDON
 LX3286'TURNPIKE FROM THE POST OFFICE IN GLASTONBURY TO THE MARK ON THE RIGHT
 LX3286'SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH ABUTMENT OF THE OVERPASS
 LX3286'OF STATE HIGHWAY 17.  IT IS 9.45 METERS (31.0 FT) WEST OF THE
 LX3286'CENTERLINE OF THE HIGHWAY, 38.83 METERS (127.4 FT) SOUTHWEST OF SNET
 LX3286'POLE NO. 821 AND 32.00 METERS (105.0 FT) SOUTHEAST OF SNET POLE NO.
 LX3286'819 WITH ONE GUY WIRE.
 LX3286'THE MARK IS 1.21 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1776 ***********************************************************************
 LW1776  DESIGNATION -  X 87
 LW1776  PID         -  LW1776
 LW1776  STATE/COUNTY-  CT/WINDHAM
 LW1776  USGS QUAD   -  PUTNAM (1970)
 LW1776
 LW1776                         *CURRENT SURVEY CONTROL
 LW1776  ___________________________________________________________________
 LW1776* NAD 83(1986)-  41 53 43.     (N)    071 58 33.     (W)     SCALED    
 LW1776* NAVD 88     -       152.076  (meters)     498.94   (feet)  ADJUSTED  
 LW1776  ___________________________________________________________________
 LW1776  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 LW1776  DYNAMIC HT  -         152.025 (meters)     498.77  (feet)  COMP
 LW1776  MODELED GRAV-     980,281.7   (mgal)                       NAVD 88
 LW1776
 LW1776  VERT ORDER  -  FIRST     CLASS II
 LW1776
 LW1776.The horizontal coordinates were scaled from a topographic map and have
 LW1776.an estimated accuracy of +/- 6 seconds.
 LW1776
 LW1776.The orthometric height was determined by differential leveling
 LW1776.and adjusted by the National Geodetic Survey in June 1991..
 LW1776
 LW1776.The geoid height was determined by GEOID03.
 LW1776
 LW1776.The dynamic height is computed by dividing the NAVD 88
 LW1776.geopotential number by the normal gravity value computed on the
 LW1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1776.degrees latitude (g = 980.6199 gals.).
 LW1776
 LW1776.The modeled gravity was interpolated from observed gravity values.
 LW1776
 LW1776;                    North         East    Units  Estimated Accuracy
 LW1776;SPC CT       -   270,630.      369,050.      MT  (+/- 180 meters Scaled)
 LW1776
 LW1776                          SUPERSEDED SURVEY CONTROL
 LW1776
 LW1776.No superseded survey control is available for this station.
 LW1776
 LW1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG531424(NAD 83)
 LW1776_MARKER: I = METAL ROD
 LW1776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1776_SP_SET: STAINLESS STEEL ROD
 LW1776_STAMPING: X 87 1986
 LW1776_MARK LOGO: NGS   
 LW1776_PROJECTION: FLUSH
 LW1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1776_ROD/PIPE-DEPTH: 4.6  meters
 LW1776
 LW1776  HISTORY     - Date     Condition        Report By
 LW1776  HISTORY     - 1986     MONUMENTED       NGS
 LW1776  HISTORY     - 19961117 GOOD             USPSQD
 LW1776
 LW1776                          STATION DESCRIPTION
 LW1776
 LW1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1776'1.2 KM (0.75 MI) WEST FROM POMFRET.
 LW1776'1.2 KM (0.75 MI) WEST ALONG BRAYMAN HOLLOW ROAD FROM THE JUNCTION OF
 LW1776'U.S. HIGHWAY 44 IN POMFRET TO THE MARK ON THE RIGHT.  IT IS 5.18
 LW1776'METERS (17.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 6.55 METERS
 LW1776'(21.5 FT) EAST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 97 LEADING
 LW1776'SOUTH AND 0.79 METERS (2.6 FT) WEST OF UTILITY POLE NO. 2534.
 LW1776'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1776'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 LW1776'THE MARK IS ABOVE LEVEL WITH ROAD.
 LW1776
 LW1776                          STATION RECOVERY (1996)
 LW1776
 LW1776'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3028 ***********************************************************************
 LX3028  DESIGNATION -  X 88
 LX3028  PID         -  LX3028
 LX3028  STATE/COUNTY-  CT/TOLLAND
 LX3028  USGS QUAD   -  COVENTRY (1983)
 LX3028
 LX3028                         *CURRENT SURVEY CONTROL
 LX3028  ___________________________________________________________________
 LX3028* NAD 83(1986)-  41 50 02.     (N)    072 16 10.     (W)     SCALED    
 LX3028* NAVD 88     -       200.566  (meters)     658.02   (feet)  ADJUSTED  
 LX3028  ___________________________________________________________________
 LX3028  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 LX3028  DYNAMIC HT  -         200.500 (meters)     657.81  (feet)  COMP
 LX3028  MODELED GRAV-     980,284.9   (mgal)                       NAVD 88
 LX3028
 LX3028  VERT ORDER  -  FIRST     CLASS II
 LX3028
 LX3028.The horizontal coordinates were scaled from a topographic map and have
 LX3028.an estimated accuracy of +/- 6 seconds.
 LX3028
 LX3028.The orthometric height was determined by differential leveling
 LX3028.and adjusted by the National Geodetic Survey in June 1991..
 LX3028
 LX3028.The geoid height was determined by GEOID03.
 LX3028
 LX3028.The dynamic height is computed by dividing the NAVD 88
 LX3028.geopotential number by the normal gravity value computed on the
 LX3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3028.degrees latitude (g = 980.6199 gals.).
 LX3028
 LX3028.The modeled gravity was interpolated from observed gravity values.
 LX3028
 LX3028;                    North         East    Units  Estimated Accuracy
 LX3028;SPC CT       -   263,630.      344,720.      MT  (+/- 180 meters Scaled)
 LX3028
 LX3028                          SUPERSEDED SURVEY CONTROL
 LX3028
 LX3028.No superseded survey control is available for this station.
 LX3028
 LX3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM267349(NAD 83)
 LX3028_MARKER: DB = BENCH MARK DISK
 LX3028_SETTING: 66 = SET IN ROCK OUTCROP
 LX3028_SP_SET: ROCK OUTCROP
 LX3028_STAMPING: X 88 1986
 LX3028_MARK LOGO: NGS   
 LX3028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3028+STABILITY: POSITION/ELEVATION WELL
 LX3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX3028+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 LX3028
 LX3028  HISTORY     - Date     Condition        Report By
 LX3028  HISTORY     - 1986     MONUMENTED       NGS
 LX3028  HISTORY     - 20050409 GOOD             GEOCAC
 LX3028
 LX3028                          STATION DESCRIPTION
 LX3028
 LX3028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3028'0.7 KM (0.45 MI) NORTH FROM MANSFIELD.
 LX3028'0.7 KM (0.45 MI) NORTH ALONG STATE HIGHWAY 320 FROM THE JUNCTION OF
 LX3028'STATE HIGHWAY 195 IN MANSFIELD TO THE MARK ON THE LEFT IN THE
 LX3028'NORTHWEST ANGLE OF THE JUNCTION OF SUMNER DRIVE IN TOP OF A SMALL ROCK
 LX3028'OUTCROP, 20.12 METERS (66.0 FT) WEST OF THE CENTERLINE OF THE
 LX3028'HIGHWAY, 10.67 METERS (35.0 FT) NORTH OF THE CENTER OF SUMNER
 LX3028'DRIVE.
 LX3028'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX3028
 LX3028                          STATION RECOVERY (2005)
 LX3028
 LX3028'RECOVERY NOTE BY GEOCACHING 2005 (DKA)
 LX3028'COORDINATES I TOOK WERE N41 50 02.0  W072 16 09.4
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3312 ***********************************************************************
 LX3312  DESIGNATION -  X 89
 LX3312  PID         -  LX3312
 LX3312  STATE/COUNTY-  CT/NEW LONDON
 LX3312  USGS QUAD   -  COLCHESTER (1984)
 LX3312
 LX3312                         *CURRENT SURVEY CONTROL
 LX3312  ___________________________________________________________________
 LX3312* NAD 83(1986)-  41 33 42.     (N)    072 19 10.     (W)     SCALED    
 LX3312* NAVD 88     -       134.537  (meters)     441.39   (feet)  ADJUSTED  
 LX3312  ___________________________________________________________________
 LX3312  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX3312  DYNAMIC HT  -         134.490 (meters)     441.24  (feet)  COMP
 LX3312  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LX3312
 LX3312  VERT ORDER  -  FIRST     CLASS II
 LX3312
 LX3312.The horizontal coordinates were scaled from a topographic map and have
 LX3312.an estimated accuracy of +/- 6 seconds.
 LX3312
 LX3312.The orthometric height was determined by differential leveling
 LX3312.and adjusted by the National Geodetic Survey in June 1991..
 LX3312
 LX3312.The geoid height was determined by GEOID03.
 LX3312
 LX3312.The dynamic height is computed by dividing the NAVD 88
 LX3312.geopotential number by the normal gravity value computed on the
 LX3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3312.degrees latitude (g = 980.6199 gals.).
 LX3312
 LX3312.The modeled gravity was interpolated from observed gravity values.
 LX3312
 LX3312;                    North         East    Units  Estimated Accuracy
 LX3312;SPC CT       -   233,380.      340,720.      MT  (+/- 180 meters Scaled)
 LX3312
 LX3312                          SUPERSEDED SURVEY CONTROL
 LX3312
 LX3312.No superseded survey control is available for this station.
 LX3312
 LX3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM235045(NAD 83)
 LX3312_MARKER: DB = BENCH MARK DISK
 LX3312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX3312_SP_SET: BRIDGE ABUTMENT
 LX3312_STAMPING: X 89 1986
 LX3312_MARK LOGO: NGS   
 LX3312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3312
 LX3312  HISTORY     - Date     Condition        Report By
 LX3312  HISTORY     - 1986     MONUMENTED       NGS
 LX3312  HISTORY     - 19901115 GOOD             USPSQD
 LX3312
 LX3312                          STATION DESCRIPTION
 LX3312
 LX3312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3312'0.5 KM (0.3 MI) SE FROM COLCHESTER.
 LX3312'0.5 KM (0.3 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 LX3312'STATE HIGHWAY 354 (PARUM ROAD) IN COLCHESTER TO THE MARK ON THE RIGHT
 LX3312'IN TOP OF THE SOUTHWEST ABUTMENT OF STATE HIGHWAY 2 OVERPASS.  IT IS
 LX3312'9.42 METERS (30.9 FT) SOUTHWEST OF THE CENTERLINE OF THE RIGHT LANE OF
 LX3312'3 EASTBOUND LANES OF STATE HIGHWAY 2 AND 4.51 METERS (14.8 FT)
 LX3312'SOUTHEAST OF THE WEST END OF HIGHWAY OVERPASS NO. 3396.
 LX3312'THE MARK IS 0.24 M ABOVE HIGHWAY 2.
 LX3312
 LX3312                          STATION RECOVERY (1990)
 LX3312
 LX3312'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1633 ***********************************************************************
 LW1633  DESIGNATION -  X 9
 LW1633  PID         -  LW1633
 LW1633  STATE/COUNTY-  CT/WINDHAM
 LW1633  USGS QUAD   -  PLAINFIELD (1983)
 LW1633
 LW1633                         *CURRENT SURVEY CONTROL
 LW1633  ___________________________________________________________________
 LW1633* NAD 83(1986)-  41 38 11.     (N)    071 58 49.     (W)     SCALED    
 LW1633* NAVD 88     -        39.169  (meters)     128.51   (feet)  ADJUSTED  
 LW1633  ___________________________________________________________________
 LW1633  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 LW1633  DYNAMIC HT  -          39.156 (meters)     128.46  (feet)  COMP
 LW1633  MODELED GRAV-     980,279.1   (mgal)                       NAVD 88
 LW1633
 LW1633  VERT ORDER  -  FIRST     CLASS II
 LW1633
 LW1633.The horizontal coordinates were scaled from a topographic map and have
 LW1633.an estimated accuracy of +/- 6 seconds.
 LW1633
 LW1633.The orthometric height was determined by differential leveling
 LW1633.and adjusted by the National Geodetic Survey in June 1991..
 LW1633
 LW1633.The geoid height was determined by GEOID03.
 LW1633
 LW1633.The dynamic height is computed by dividing the NAVD 88
 LW1633.geopotential number by the normal gravity value computed on the
 LW1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1633.degrees latitude (g = 980.6199 gals.).
 LW1633
 LW1633.The modeled gravity was interpolated from observed gravity values.
 LW1633
 LW1633;                    North         East    Units  Estimated Accuracy
 LW1633;SPC CT       -   241,870.      368,930.      MT  (+/- 180 meters Scaled)
 LW1633
 LW1633                          SUPERSEDED SURVEY CONTROL
 LW1633
 LW1633.No superseded survey control is available for this station.
 LW1633
 LW1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG517136(NAD 83)
 LW1633_MARKER: DB = BENCH MARK DISK
 LW1633_SETTING: 80 = SET IN A BOULDER
 LW1633_SP_SET: BOULDER
 LW1633_STAMPING: 129.357 FT X 9 1923
 LW1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1633+STABILITY: SURFACE MOTION
 LW1633
 LW1633  HISTORY     - Date     Condition        Report By
 LW1633  HISTORY     - 1923     MONUMENTED       CGS
 LW1633  HISTORY     - 1951     GOOD             NGS
 LW1633  HISTORY     - 19910428 GOOD             USPSQD
 LW1633
 LW1633                          STATION DESCRIPTION
 LW1633
 LW1633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LW1633'0.4 MI W FROM CANTERBURY.
 LW1633'0.4 MILE WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1633'RAILROAD FROM CANTERBURY (THE STATION HAS BEEN REMOVED), WINDHAM
 LW1633'COUNTY, IN THE TOWN OF LISBON, NEAR ITS NORTHERN TOWN LINE,
 LW1633'ABOUT 1/4 MILE SOUTH OF A ROAD WHICH TURNS AT BUT DOES NOT
 LW1633'CROSS THE TRACKS, ABOUT 1/8 MILE SOUTH OF A STONE BRIDGE OVER
 LW1633'A STREAM, 8 RAILS NORTH OF MILEPOST P 40- W 18, ACROSS THE
 LW1633'TRACKS FROM WUT POLES 39-37 AND 39-38 AND MIDWAY BETWEEN THE
 LW1633'POLES, 25 FEET EAST OF THE EAST RAIL ON A LONG STRAIGHT STRETCH
 LW1633'OF BRACK, 9 FEET WEST OF THE SOUTHWEST POST OF A BARWAY IN A
 LW1633'WIRE FENCE, IN THE TOP OF A FLAT BOULDER, AND LEVEL WITH THE
 LW1633'TRACK.  A STANDARD DISK, STAMPED 129.357 FT X 9 1923.
 LW1633
 LW1633                          STATION RECOVERY (1991)
 LW1633
 LW1633'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LW1633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3381 ***********************************************************************
 LX3381  DESIGNATION -  X 90
 LX3381  PID         -  LX3381
 LX3381  STATE/COUNTY-  CT/NEW LONDON
 LX3381  USGS QUAD   -  NORWICH (1983)
 LX3381
 LX3381                         *CURRENT SURVEY CONTROL
 LX3381  ___________________________________________________________________
 LX3381* NAD 83(1986)-  41 31 29.     (N)    072 04 10.     (W)     SCALED    
 LX3381* NAVD 88     -         9.039  (meters)      29.66   (feet)  ADJUSTED  
 LX3381  ___________________________________________________________________
 LX3381  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LX3381  DYNAMIC HT  -           9.036 (meters)      29.65  (feet)  COMP
 LX3381  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 LX3381
 LX3381  VERT ORDER  -  FIRST     CLASS II
 LX3381
 LX3381.The horizontal coordinates were scaled from a topographic map and have
 LX3381.an estimated accuracy of +/- 6 seconds.
 LX3381
 LX3381.The orthometric height was determined by differential leveling
 LX3381.and adjusted by the National Geodetic Survey in June 1991..
 LX3381
 LX3381.The geoid height was determined by GEOID03.
 LX3381
 LX3381.The dynamic height is computed by dividing the NAVD 88
 LX3381.geopotential number by the normal gravity value computed on the
 LX3381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3381.degrees latitude (g = 980.6199 gals.).
 LX3381
 LX3381.The modeled gravity was interpolated from observed gravity values.
 LX3381
 LX3381;                    North         East    Units  Estimated Accuracy
 LX3381;SPC CT       -   229,410.      361,600.      MT  (+/- 180 meters Scaled)
 LX3381
 LX3381                          SUPERSEDED SURVEY CONTROL
 LX3381
 LX3381.No superseded survey control is available for this station.
 LX3381
 LX3381_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM445011(NAD 83)
 LX3381_MARKER: DB = BENCH MARK DISK
 LX3381_SETTING: 66 = SET IN ROCK OUTCROP
 LX3381_SP_SET: BEDROCK
 LX3381_STAMPING: X 90 1986
 LX3381_MARK LOGO: NGS   
 LX3381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3381+STABILITY: POSITION/ELEVATION WELL
 LX3381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3381+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2006
 LX3381
 LX3381  HISTORY     - Date     Condition        Report By
 LX3381  HISTORY     - 1986     MONUMENTED       NGS
 LX3381  HISTORY     - 19901129 GOOD             USPSQD
 LX3381  HISTORY     - 20060504 GOOD             USPSQD
 LX3381
 LX3381                          STATION DESCRIPTION
 LX3381
 LX3381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3381'IN NORWICH.
 LX3381'IN NORWICH, 0.08 KM (0.05 MI) NORTHEAST ALONG STATE HIGHWAY 12 (NORTH
 LX3381'MAIN STREET) FROM THE JUNCTION OF STATE HIGHWAY 2 TO THE MARK ON THE
 LX3381'LEFT AND ACROSS THE HIGHWAY FROM BUTCHES LUNCHEONETTE IN THE BOTTOM
 LX3381'STRATA OF A ROCK CUT, 6.16 METERS (20.2 FT) NORTHWEST OF THE
 LX3381'CENTERLINE OF THE HIGHWAY, 6.64 METERS (21.8 FT) SOUTHWEST OF
 LX3381'UTILITY POLE NO. N 293 WITH TRANSFORMER.
 LX3381'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3381
 LX3381                          STATION RECOVERY (1990)
 LX3381
 LX3381'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3381'RECOVERED IN GOOD CONDITION.
 LX3381
 LX3381                          STATION RECOVERY (2006)
 LX3381
 LX3381'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3163 ***********************************************************************
 LX3163  DESIGNATION -  X 91
 LX3163  PID         -  LX3163
 LX3163  STATE/COUNTY-  CT/HARTFORD
 LX3163  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3163
 LX3163                         *CURRENT SURVEY CONTROL
 LX3163  ___________________________________________________________________
 LX3163* NAD 83(1986)-  41 41 15.     (N)    072 42 25.     (W)     SCALED    
 LX3163* NAVD 88     -        60.011  (meters)     196.89   (feet)  ADJUSTED  
 LX3163  ___________________________________________________________________
 LX3163  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX3163  DYNAMIC HT  -          59.992 (meters)     196.82  (feet)  COMP
 LX3163  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 LX3163
 LX3163  VERT ORDER  -  FIRST     CLASS II
 LX3163
 LX3163.The horizontal coordinates were scaled from a topographic map and have
 LX3163.an estimated accuracy of +/- 6 seconds.
 LX3163
 LX3163.The orthometric height was determined by differential leveling
 LX3163.and adjusted by the National Geodetic Survey in June 1991..
 LX3163
 LX3163.The geoid height was determined by GEOID03.
 LX3163
 LX3163.The dynamic height is computed by dividing the NAVD 88
 LX3163.geopotential number by the normal gravity value computed on the
 LX3163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3163.degrees latitude (g = 980.6199 gals.).
 LX3163
 LX3163.The modeled gravity was interpolated from observed gravity values.
 LX3163
 LX3163;                    North         East    Units  Estimated Accuracy
 LX3163;SPC CT       -   247,260.      308,390.      MT  (+/- 180 meters Scaled)
 LX3163
 LX3163                          SUPERSEDED SURVEY CONTROL
 LX3163
 LX3163.No superseded survey control is available for this station.
 LX3163
 LX3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM908176(NAD 83)
 LX3163_MARKER: DB = BENCH MARK DISK
 LX3163_SETTING: 66 = SET IN ROCK OUTCROP
 LX3163_SP_SET: ROCK OUTCROP
 LX3163_STAMPING: X 91 1986
 LX3163_MARK LOGO: NGS   
 LX3163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3163+STABILITY: POSITION/ELEVATION WELL
 LX3163
 LX3163  HISTORY     - Date     Condition        Report By
 LX3163  HISTORY     - 1986     MONUMENTED       NGS
 LX3163  HISTORY     - 19940821 GOOD             USPSQD
 LX3163
 LX3163                          STATION DESCRIPTION
 LX3163
 LX3163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3163'7.5 KM (4.65 MI) NORTH FROM BERLIN.
 LX3163'7.5 KM (4.65 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3163'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE RIGHT
 LX3163'BETWEEN AND ACROSS HIGHWAY FROM MISTER DONUT AND MCDONALDS.  IT IS
 LX3163'13.2 METERS (43.5 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 5
 LX3163'AND STATE HIGHWAY 15 AND 6.6 METERS (21.8 FT) SOUTHEAST OF POWER POLE
 LX3163'NO. 6285.
 LX3163'THE MARK IS 0.45 METERS  NW FROM  A WITNESS POST
 LX3163'THE MARK IS 1.2 M ABOVE HIGHWAY.
 LX3163
 LX3163                          STATION RECOVERY (1994)
 LX3163
 LX3163'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3467 ***********************************************************************
 LX3467  DESIGNATION -  X 92
 LX3467  PID         -  LX3467
 LX3467  STATE/COUNTY-  CT/NEW LONDON
 LX3467  USGS QUAD   -  NIANTIC (1983)
 LX3467
 LX3467                         *CURRENT SURVEY CONTROL
 LX3467  ___________________________________________________________________
 LX3467* NAD 83(1986)-  41 20 37.     (N)    072 08 00.     (W)     SCALED    
 LX3467* NAVD 88     -        12.064  (meters)      39.58   (feet)  ADJUSTED  
 LX3467  ___________________________________________________________________
 LX3467  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX3467  DYNAMIC HT  -          12.060 (meters)      39.57  (feet)  COMP
 LX3467  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX3467
 LX3467  VERT ORDER  -  FIRST     CLASS II
 LX3467
 LX3467.The horizontal coordinates were scaled from a topographic map and have
 LX3467.an estimated accuracy of +/- 6 seconds.
 LX3467
 LX3467.The orthometric height was determined by differential leveling
 LX3467.and adjusted by the National Geodetic Survey in June 1991..
 LX3467
 LX3467.The geoid height was determined by GEOID03.
 LX3467
 LX3467.The dynamic height is computed by dividing the NAVD 88
 LX3467.geopotential number by the normal gravity value computed on the
 LX3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3467.degrees latitude (g = 980.6199 gals.).
 LX3467
 LX3467.The modeled gravity was interpolated from observed gravity values.
 LX3467
 LX3467;                    North         East    Units  Estimated Accuracy
 LX3467;SPC CT       -   209,260.      356,410.      MT  (+/- 180 meters Scaled)
 LX3467
 LX3467                          SUPERSEDED SURVEY CONTROL
 LX3467
 LX3467.No superseded survey control is available for this station.
 LX3467
 LX3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL398808(NAD 83)
 LX3467_MARKER: DB = BENCH MARK DISK
 LX3467_SETTING: 66 = SET IN ROCK OUTCROP
 LX3467_SP_SET: ROCK OUTCROP
 LX3467_STAMPING: X 92 1986
 LX3467_MARK LOGO: NGS   
 LX3467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3467+STABILITY: POSITION/ELEVATION WELL
 LX3467
 LX3467  HISTORY     - Date     Condition        Report By
 LX3467  HISTORY     - 1986     MONUMENTED       NGS
 LX3467  HISTORY     - 1989     GOOD             USPSQD
 LX3467  HISTORY     - 19900310 GOOD             USPSQD
 LX3467
 LX3467                          STATION DESCRIPTION
 LX3467
 LX3467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3467'IN WATERFORD.
 LX3467'MARK IS LOCATED IN WATERFORD ALONG U.S. HIGHWAY 1 IN THE CIVIC
 LX3467'TRIANGLE GAZEBO RECREATION AND PARK AND ON THE WEST SIDE OF A PARKING
 LX3467'LOT.  IT IS 33.9 METERS (111.4 FT) SOUTHWEST OF A FLAG POLE, 13.9
 LX3467'METERS (45.7 FT) NORTHEAST OF THE SOUTHWEST CORNER OF PARKING LOT AND
 LX3467'1.8 METERS (6.0 FT) WEST OF THE WEST EDGE OF PARKING LOT.
 LX3467'THE MARK IS 0.76 M ABOVE GROUND.
 LX3467
 LX3467                          STATION RECOVERY (1989)
 LX3467
 LX3467'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3467'RECOVERED IN GOOD CONDITION.
 LX3467
 LX3467                          STATION RECOVERY (1990)
 LX3467
 LX3467'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3214 ***********************************************************************
 LX3214  DESIGNATION -  X 93
 LX3214  PID         -  LX3214
 LX3214  STATE/COUNTY-  CT/WINDHAM
 LX3214  USGS QUAD   -  SCOTLAND (1983)
 LX3214
 LX3214                         *CURRENT SURVEY CONTROL
 LX3214  ___________________________________________________________________
 LX3214* NAD 83(1986)-  41 44 48.     (N)    072 03 52.     (W)     SCALED    
 LX3214* NAVD 88     -       178.179  (meters)     584.58   (feet)  ADJUSTED  
 LX3214  ___________________________________________________________________
 LX3214  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX3214  DYNAMIC HT  -         178.117 (meters)     584.37  (feet)  COMP
 LX3214  MODELED GRAV-     980,270.9   (mgal)                       NAVD 88
 LX3214
 LX3214  VERT ORDER  -  FIRST     CLASS II
 LX3214
 LX3214.The horizontal coordinates were scaled from a topographic map and have
 LX3214.an estimated accuracy of +/- 6 seconds.
 LX3214
 LX3214.The orthometric height was determined by differential leveling
 LX3214.and adjusted by the National Geodetic Survey in June 1991..
 LX3214
 LX3214.The geoid height was determined by GEOID03.
 LX3214
 LX3214.The dynamic height is computed by dividing the NAVD 88
 LX3214.geopotential number by the normal gravity value computed on the
 LX3214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3214.degrees latitude (g = 980.6199 gals.).
 LX3214
 LX3214.The modeled gravity was interpolated from observed gravity values.
 LX3214
 LX3214;                    North         East    Units  Estimated Accuracy
 LX3214;SPC CT       -   254,060.      361,820.      MT  (+/- 180 meters Scaled)
 LX3214
 LX3214                          SUPERSEDED SURVEY CONTROL
 LX3214
 LX3214.No superseded survey control is available for this station.
 LX3214
 LX3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM440258(NAD 83)
 LX3214_MARKER: DB = BENCH MARK DISK
 LX3214_SETTING: 66 = SET IN ROCK OUTCROP
 LX3214_SP_SET: ROCK OUTCROP
 LX3214_STAMPING: X 93 1986
 LX3214_MARK LOGO: NGS   
 LX3214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3214+STABILITY: POSITION/ELEVATION WELL
 LX3214
 LX3214  HISTORY     - Date     Condition        Report By
 LX3214  HISTORY     - 1986     MONUMENTED       NGS
 LX3214
 LX3214                          STATION DESCRIPTION
 LX3214
 LX3214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3214'4.3 KM (2.65 MI) SOUTH FROM HAMPTON.
 LX3214'4.3 KM (2.65 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3214'HAMPTON TO THE MARK ON THE LEFT IN TOP OF A ROCK OUTCROP, 7.16 METERS
 LX3214'(23.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.13 METERS (23.4 FT)
 LX3214'NORTH OF UTILITY POLE NO. 1018.
 LX3214'THE MARK IS 0.75 METERS  E FROM  A WITNESS POST
 LX3214'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0727 ***********************************************************************
 LW0727  DESIGNATION -  XX 37
 LW0727  PID         -  LW0727
 LW0727  STATE/COUNTY-  CT/NEW LONDON
 LW0727  USGS QUAD   -  MYSTIC (1984)
 LW0727
 LW0727                         *CURRENT SURVEY CONTROL
 LW0727  ___________________________________________________________________
 LW0727* NAD 83(1986)-  41 20 19.     (N)    071 54 20.     (W)     SCALED    
 LW0727* NAVD 88     -         6.718  (meters)      22.04   (feet)  ADJUSTED  
 LW0727  ___________________________________________________________________
 LW0727  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0727  DYNAMIC HT  -           6.716 (meters)      22.03  (feet)  COMP
 LW0727  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 LW0727
 LW0727  VERT ORDER  -  FIRST     CLASS I
 LW0727
 LW0727.The horizontal coordinates were scaled from a topographic map and have
 LW0727.an estimated accuracy of +/- 6 seconds.
 LW0727
 LW0727.The orthometric height was determined by differential leveling
 LW0727.and adjusted by the National Geodetic Survey in June 1991..
 LW0727
 LW0727.The geoid height was determined by GEOID03.
 LW0727
 LW0727.The dynamic height is computed by dividing the NAVD 88
 LW0727.geopotential number by the normal gravity value computed on the
 LW0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0727.degrees latitude (g = 980.6199 gals.).
 LW0727
 LW0727.The modeled gravity was interpolated from observed gravity values.
 LW0727
 LW0727;                    North         East    Units  Estimated Accuracy
 LW0727;SPC CT       -   208,860.      375,480.      MT  (+/- 180 meters Scaled)
 LW0727
 LW0727                          SUPERSEDED SURVEY CONTROL
 LW0727
 LW0727  NGVD 29 (??/??/92)    7.008  (m)           22.99   (f) ADJ UNCH    1 1
 LW0727
 LW0727.Superseded values are not recommended for survey control.
 LW0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0727.See file dsdata.txt to determine how the superseded data were derived.
 LW0727
 LW0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF568804(NAD 83)
 LW0727_MARKER: DB = BENCH MARK DISK
 LW0727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LW0727_SP_SET: CON ABUTMENT
 LW0727_STAMPING: XX 37 1965
 LW0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW0727
 LW0727  HISTORY     - Date     Condition        Report By
 LW0727  HISTORY     - 1965     MONUMENTED       CGS
 LW0727  HISTORY     - 1983     GOOD             USPSQD
 LW0727  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 LW0727
 LW0727                          STATION DESCRIPTION
 LW0727
 LW0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0727'AT STONINGTON.
 LW0727'AT STONINGTON, ABOUT 0.05 MILE SOUTH OF THE JUNCTION OF TRUMBULL
 LW0727'AVENUE AND U.S. HIGHWAY 1 A, SET ON THE TOP OF THE SOUTHEAST END
 LW0727'OF THE NORTHEAST CONCRETE ABUTMENT OF THE TRUMBULL AVENUE
 LW0727'OVERPASS OVER THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, 7.6
 LW0727'FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY BRIDGE AND
 LW0727'ABOUT LEVEL WITH THE BRIDGE SIDEWALK.
 LW0727
 LW0727                          STATION RECOVERY (1983)
 LW0727
 LW0727'RECOVERY NOTE BY US POWER SQUADRON 1983
 LW0727'RECOVERED IN GOOD CONDITION.
 LW0727
 LW0727                          STATION RECOVERY (2002)
 LW0727
 LW0727'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0727'VIADUCT REBUILT IN 1995. MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0796 ***********************************************************************
 LX0796  DESIGNATION -  Y 1
 LX0796  PID         -  LX0796
 LX0796  STATE/COUNTY-  CT/FAIRFIELD
 LX0796  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0796
 LX0796                         *CURRENT SURVEY CONTROL
 LX0796  ___________________________________________________________________
 LX0796* NAD 83(1986)-  41 06 32.     (N)    073 23 35.     (W)     SCALED    
 LX0796* NAVD 88     -        16.273  (meters)      53.39   (feet)  POSTED    
 LX0796  ___________________________________________________________________
 LX0796  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX0796  DYNAMIC HT  -          16.270 (meters)      53.38  (feet)  COMP
 LX0796  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 LX0796
 LX0796  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0796
 LX0796.The horizontal coordinates were scaled from a topographic map and have
 LX0796.an estimated accuracy of +/- 6 seconds.
 LX0796
 LX0796.The orthometric height was determined by differential leveling
 LX0796.and adjusted by the National Geodetic Survey in 1992..
 LX0796.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0796.rate of 0.0 thru 1.0 mm/km.
 LX0796
 LX0796.The geoid height was determined by GEOID03.
 LX0796
 LX0796.The dynamic height is computed by dividing the NAVD 88
 LX0796.geopotential number by the normal gravity value computed on the
 LX0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0796.degrees latitude (g = 980.6199 gals.).
 LX0796
 LX0796.The modeled gravity was interpolated from observed gravity values.
 LX0796
 LX0796;                    North         East    Units  Estimated Accuracy
 LX0796;SPC CT       -   183,200.      250,790.      MT  (+/- 180 meters Scaled)
 LX0796
 LX0796                          SUPERSEDED SURVEY CONTROL
 LX0796
 LX0796.No superseded survey control is available for this station.
 LX0796
 LX0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL349520(NAD 83)
 LX0796_MARKER: DB = BENCH MARK DISK
 LX0796_SETTING: 66 = SET IN ROCK OUTCROP
 LX0796_SP_SET: ROCK LEDGE
 LX0796_STAMPING: Y 1 ELEV 54.488 FT 1922
 LX0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0796+STABILITY: POSITION/ELEVATION WELL
 LX0796
 LX0796  HISTORY     - Date     Condition        Report By
 LX0796  HISTORY     - 1922     MONUMENTED       CGS
 LX0796  HISTORY     - 1965     GOOD             NGS
 LX0796  HISTORY     - 1983     GOOD             NGS
 LX0796
 LX0796                          STATION DESCRIPTION
 LX0796
 LX0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0796'AT EAST NORWALK.
 LX0796'AT EAST NORWALK, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0796'RAILROAD, 0.2 MILE EAST OF THE BRIDGE STREET OVERPASS, AT A ROCK
 LX0796'CUT, SET ON THE TOP OF A ROCK LEDGE AT THE BASE OF A 16 FOOT HIGH
 LX0796'ROCK CUT, 41 YARDS WEST OF POWER LINE TOWER NO. 553, 6.1 FEET
 LX0796'SOUTH OF THE SOUTH RAIL AND ABOUT LEVEL WITH THE TOP OF RAIL.
 LX0796
 LX0796                          STATION RECOVERY (1983)
 LX0796
 LX0796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0212 ***********************************************************************
 LX0212  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0212  DESIGNATION -  Y 10
 LX0212  PID         -  LX0212
 LX0212  STATE/COUNTY-  CT/NEW LONDON
 LX0212  USGS QUAD   -  NEW LONDON (1984)
 LX0212
 LX0212                         *CURRENT SURVEY CONTROL
 LX0212  ___________________________________________________________________
 LX0212* NAD 83(1986)-  41 21 17.     (N)    072 05 46.     (W)     SCALED    
 LX0212* NAVD 88     -         9.641  (meters)      31.63   (feet)  ADJUSTED  
 LX0212  ___________________________________________________________________
 LX0212  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0212  DYNAMIC HT  -           9.637 (meters)      31.62  (feet)  COMP
 LX0212  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LX0212  OBS GRAVITY -     980,278.9   (mgal)                       GRAV_OBS
 LX0212
 LX0212  VERT ORDER  -  FIRST     CLASS I
 LX0212
 LX0212.The horizontal coordinates were scaled from a topographic map and have
 LX0212.an estimated accuracy of +/- 6 seconds.
 LX0212
 LX0212.The orthometric height was determined by differential leveling
 LX0212.and adjusted by the National Geodetic Survey in June 1991..
 LX0212
 LX0212.This Tidal Bench Mark is designated as VM 244
 LX0212.by the Center for Operational Oceanographic Products and Services.
 LX0212
 LX0212.The geoid height was determined by GEOID03.
 LX0212
 LX0212.The dynamic height is computed by dividing the NAVD 88
 LX0212.geopotential number by the normal gravity value computed on the
 LX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0212.degrees latitude (g = 980.6199 gals.).
 LX0212
 LX0212.The modeled gravity was interpolated from observed gravity values.
 LX0212.The observed gravity was obtained from relative gravimeter ties
 LX0212.to the IGSN71 gravity network.
 LX0212
 LX0212;                    North         East    Units  Estimated Accuracy
 LX0212;SPC CT       -   210,510.      359,520.      MT  (+/- 180 meters Scaled)
 LX0212
 LX0212                          SUPERSEDED SURVEY CONTROL
 LX0212
 LX0212  NGVD 29 (??/??/92)    9.932  (m)           32.59   (f) ADJ UNCH    1 1
 LX0212
 LX0212.Superseded values are not recommended for survey control.
 LX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0212.See file dsdata.txt to determine how the superseded data were derived.
 LX0212
 LX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL429822(NAD 83)
 LX0212_MARKER: DB = BENCH MARK DISK
 LX0212_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0212+WITH SETTING: PAVEMENT
 LX0212_SP_SET: GRANITE STEP
 LX0212_STAMPING: Y 10 1935
 LX0212_MARK LOGO: CGS   
 LX0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0212+STABILITY: SURFACE MOTION
 LX0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0212+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 LX0212
 LX0212  HISTORY     - Date     Condition        Report By
 LX0212  HISTORY     - 1935     MONUMENTED       CGS
 LX0212  HISTORY     - 1965     GOOD             NGS
 LX0212  HISTORY     - 1983     GOOD             USPSQD
 LX0212  HISTORY     - 1986     GOOD             NGS
 LX0212  HISTORY     - 199003   GOOD             USPSQD
 LX0212  HISTORY     - 20000104 GOOD             USPSQD
 LX0212  HISTORY     - 20051220 GOOD             USPSQD
 LX0212
 LX0212                          STATION DESCRIPTION
 LX0212
 LX0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0212'AT NEW LONDON.
 LX0212'AT NEW LONDON, 0.15 MILE WEST ALONG STATE STREET FROM THE
 LX0212'INTERSECTION OF BANK STREET, AT THE STATE STREET ENTRANCE TO
 LX0212'THE CITY HALL, SET ON THE EAST SIDE OF THE THIRD STEP FROM THE
 LX0212'BOTTOM AT THE ENTRANCE, 78.8 FEET EAST OF THE EAST CURB OF UNION
 LX0212'STREET, 23.8 FEET NORTH OF THE NORTH CURB OF STATE STREET, 37.3
 LX0212'FEET EAST OF BENCH MARK Y 5 = TIDAL MARK DESCRIBED AND 2-1/2
 LX0212'FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX0212
 LX0212                          STATION RECOVERY (1983)
 LX0212
 LX0212'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0212'RECOVERED IN GOOD CONDITION.
 LX0212
 LX0212                          STATION RECOVERY (1986)
 LX0212
 LX0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0212'RECOVERED IN GOOD CONDITION.
 LX0212
 LX0212                          STATION RECOVERY (1990)
 LX0212
 LX0212'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0212'RECOVERED IN GOOD CONDITION.
 LX0212
 LX0212                          STATION RECOVERY (2000)
 LX0212
 LX0212'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0212'RECOVERED IN GOOD CONDITION.
 LX0212
 LX0212                          STATION RECOVERY (2005)
 LX0212
 LX0212'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0959 ***********************************************************************
 LX0959  DESIGNATION -  Y 11
 LX0959  PID         -  LX0959
 LX0959  STATE/COUNTY-  CT/FAIRFIELD
 LX0959  USGS QUAD   -  DANBURY (1984)
 LX0959
 LX0959                         *CURRENT SURVEY CONTROL
 LX0959  ___________________________________________________________________
 LX0959* NAD 83(1986)-  41 26 04.     (N)    073 23 07.     (W)     SCALED    
 LX0959* NAVD 88     -       114.139  (meters)     374.47   (feet)  ADJUSTED  
 LX0959  ___________________________________________________________________
 LX0959  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX0959  DYNAMIC HT  -         114.101 (meters)     374.35  (feet)  COMP
 LX0959  MODELED GRAV-     980,287.3   (mgal)                       NAVD 88
 LX0959
 LX0959  VERT ORDER  -  SECOND    CLASS 0
 LX0959
 LX0959.The horizontal coordinates were scaled from a topographic map and have
 LX0959.an estimated accuracy of +/- 6 seconds.
 LX0959
 LX0959.The orthometric height was determined by differential leveling
 LX0959.and adjusted by the National Geodetic Survey in June 1991..
 LX0959
 LX0959.The geoid height was determined by GEOID03.
 LX0959
 LX0959.The dynamic height is computed by dividing the NAVD 88
 LX0959.geopotential number by the normal gravity value computed on the
 LX0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0959.degrees latitude (g = 980.6199 gals.).
 LX0959
 LX0959.The modeled gravity was interpolated from observed gravity values.
 LX0959
 LX0959;                    North         East    Units  Estimated Accuracy
 LX0959;SPC CT       -   219,350.      251,710.      MT  (+/- 180 meters Scaled)
 LX0959
 LX0959                          SUPERSEDED SURVEY CONTROL
 LX0959
 LX0959  NGVD 29 (??/??/92)  114.418  (m)          375.39   (f) ADJ UNCH    2 0
 LX0959
 LX0959.Superseded values are not recommended for survey control.
 LX0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0959.See file dsdata.txt to determine how the superseded data were derived.
 LX0959
 LX0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL349882(NAD 83)
 LX0959_MARKER: DB = BENCH MARK DISK
 LX0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0959_SP_SET: SIGNAL TOWER CONCRETE BASE
 LX0959_STAMPING: Y 11 1935
 LX0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0959
 LX0959  HISTORY     - Date     Condition        Report By
 LX0959  HISTORY     - 1935     MONUMENTED       CGS
 LX0959  HISTORY     - 1983     MARK NOT FOUND   NGS
 LX0959
 LX0959                          STATION DESCRIPTION
 LX0959
 LX0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0959'2.4 MI W FROM HAWLEYVILLE.
 LX0959'2.4 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0959'RAILROAD FROM THE STATION AT HAWLEYVILLE, FAIRFIELD COUNTY, AT
 LX0959'HAWLEYVILLE JUNCTION, 18 FEET WEST OF SIGNAL TOWER 200, IN THE
 LX0959'TOP OF THE CONCRETE BASE OF AN OLD SIGNAL TOWER, AND 4.5 FEET
 LX0959'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED Y 11 1935.
 LX0959
 LX0959                          STATION RECOVERY (1983)
 LX0959
 LX0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0959'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0746 ***********************************************************************
 LX0746  DESIGNATION -  Y 13
 LX0746  PID         -  LX0746
 LX0746  STATE/COUNTY-  CT/LITCHFIELD
 LX0746  USGS QUAD   -  THOMASTON (1976)
 LX0746
 LX0746                         *CURRENT SURVEY CONTROL
 LX0746  ___________________________________________________________________
 LX0746* NAD 83(1986)-  41 40 25.     (N)    073 04 06.     (W)     SCALED    
 LX0746* NAVD 88     -       113.618  (meters)     372.76   (feet)  ADJUSTED  
 LX0746  ___________________________________________________________________
 LX0746  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 LX0746  DYNAMIC HT  -         113.583 (meters)     372.65  (feet)  COMP
 LX0746  MODELED GRAV-     980,312.4   (mgal)                       NAVD 88
 LX0746
 LX0746  VERT ORDER  -  SECOND    CLASS 0
 LX0746
 LX0746.The horizontal coordinates were scaled from a topographic map and have
 LX0746.an estimated accuracy of +/- 6 seconds.
 LX0746
 LX0746.The orthometric height was determined by differential leveling
 LX0746.and adjusted by the National Geodetic Survey in June 1991..
 LX0746
 LX0746.The geoid height was determined by GEOID03.
 LX0746
 LX0746.The dynamic height is computed by dividing the NAVD 88
 LX0746.geopotential number by the normal gravity value computed on the
 LX0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0746.degrees latitude (g = 980.6199 gals.).
 LX0746
 LX0746.The modeled gravity was interpolated from observed gravity values.
 LX0746
 LX0746;                    North         East    Units  Estimated Accuracy
 LX0746;SPC CT       -   245,770.      278,290.      MT  (+/- 180 meters Scaled)
 LX0746
 LX0746                          SUPERSEDED SURVEY CONTROL
 LX0746
 LX0746  NGVD 29 (??/??/92)  113.88   (m)          373.6    (f) COMPUTED    2 0
 LX0746
 LX0746.Superseded values are not recommended for survey control.
 LX0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0746.See file dsdata.txt to determine how the superseded data were derived.
 LX0746
 LX0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM607153(NAD 83)
 LX0746_MARKER: DB = BENCH MARK DISK
 LX0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0746_SP_SET: ABUTMENT
 LX0746_STAMPING: Y 13 1935
 LX0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0746
 LX0746  HISTORY     - Date     Condition        Report By
 LX0746  HISTORY     - 1935     MONUMENTED       CGS
 LX0746  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX0746
 LX0746                          STATION DESCRIPTION
 LX0746
 LX0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0746'IN THOMASTON.
 LX0746'AT THOMASTON, LITCHFIELD COUNTY, 70 FEET WEST OF THE NORTHWEST
 LX0746'CORNER OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD STATION,
 LX0746'AT A U.S. HIGHWAY 6 OVERPASS, IN THE TOP OF THE CURB AT THE SOUTH
 LX0746'SIDE OF THE BASE OF THE WEST ABUTMENT, 3 FEET WEST OF THE EAST
 LX0746'SIDE, AND ABOUT 18 FEET LOWER THAN THE ROADWAY.
 LX0746
 LX0746                          STATION RECOVERY (1985)
 LX0746
 LX0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0746'NOT RECOVERED, CONSIDER DESTROYED AS NEW BRIDGE HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0579 ***********************************************************************
 LX0579  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0579  DESIGNATION -  Y 14
 LX0579  PID         -  LX0579
 LX0579  STATE/COUNTY-  CT/MIDDLESEX
 LX0579  USGS QUAD   -  MIDDLETOWN (1992)
 LX0579
 LX0579                         *CURRENT SURVEY CONTROL
 LX0579  ___________________________________________________________________
 LX0579* NAD 83(1986)-  41 33 59.     (N)    072 39 00.     (W)     SCALED    
 LX0579* NAVD 88     -        10.049  (meters)      32.97   (feet)  ADJUSTED  
 LX0579  ___________________________________________________________________
 LX0579  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX0579  DYNAMIC HT  -          10.046 (meters)      32.96  (feet)  COMP
 LX0579  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LX0579
 LX0579  VERT ORDER  -  FIRST     CLASS II
 LX0579
 LX0579.The horizontal coordinates were scaled from a topographic map and have
 LX0579.an estimated accuracy of +/- 6 seconds.
 LX0579
 LX0579.The orthometric height was determined by differential leveling
 LX0579.and adjusted by the National Geodetic Survey in June 1991..
 LX0579
 LX0579.This Tidal Bench Mark is designated as VM 2264
 LX0579.by the Center for Operational Oceanographic Products and Services.
 LX0579
 LX0579.The geoid height was determined by GEOID03.
 LX0579
 LX0579.The dynamic height is computed by dividing the NAVD 88
 LX0579.geopotential number by the normal gravity value computed on the
 LX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0579.degrees latitude (g = 980.6199 gals.).
 LX0579
 LX0579.The modeled gravity was interpolated from observed gravity values.
 LX0579
 LX0579;                    North         East    Units  Estimated Accuracy
 LX0579;SPC CT       -   233,820.      313,140.      MT  (+/- 180 meters Scaled)
 LX0579
 LX0579                          SUPERSEDED SURVEY CONTROL
 LX0579
 LX0579  NGVD 29 (??/??/92)   10.356  (m)           33.98   (f) ADJ UNCH    1 2
 LX0579
 LX0579.Superseded values are not recommended for survey control.
 LX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0579.See file dsdata.txt to determine how the superseded data were derived.
 LX0579
 LX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM959043(NAD 83)
 LX0579_MARKER: DB = BENCH MARK DISK
 LX0579_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 LX0579_SP_SET: BRIDGE ABUTMENT
 LX0579_STAMPING: Y 14 1935
 LX0579_MARK LOGO: CGS   
 LX0579_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0579+STABILITY: POSITION/ELEVATION WELL
 LX0579
 LX0579  HISTORY     - Date     Condition        Report By
 LX0579  HISTORY     - 1935     MONUMENTED       CGS
 LX0579  HISTORY     - 1952     GOOD             NGS
 LX0579  HISTORY     - 1972     GOOD             CTGS
 LX0579  HISTORY     - 1984     GOOD             NGS
 LX0579  HISTORY     - 1986     GOOD             NGS
 LX0579  HISTORY     - 1987     GOOD             USPSQD
 LX0579
 LX0579                          STATION DESCRIPTION
 LX0579
 LX0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0579'AT MIDDLETOWN.
 LX0579'AT MIDDLETOWN, MIDDLESEX COUNTY, ABOUT 100 FEET EAST OF THE NEW
 LX0579'YORK, NEW HAVEN AND HARTFORD RAILROAD STATION, AT BRIDGE 24.26
 LX0579'OVER CONNECTICUT RIVER, IN THE TOP OF THE NORTH SIDE OF THE
 LX0579'WEST BRIDGE SEAT OF THE SPAN LEADING TO THE MAIN TRUSSES, 12
 LX0579'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 2 FEET
 LX0579'LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED Y 14 1935.
 LX0579
 LX0579                          STATION RECOVERY (1952)
 LX0579
 LX0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LX0579'RECOVERED IN GOOD CONDITION.
 LX0579
 LX0579                          STATION RECOVERY (1972)
 LX0579
 LX0579'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0579'RECOVERED IN GOOD CONDITION.
 LX0579
 LX0579                          STATION RECOVERY (1984)
 LX0579
 LX0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0579'RECOVERED IN GOOD CONDITION.
 LX0579
 LX0579                          STATION RECOVERY (1986)
 LX0579
 LX0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0579'RECOVERED IN GOOD CONDITION, THE 1984 DESCRIPTION IS ADEQUATE EXCEPT
 LX0579'THE RAILROAD STATION HAS BEEN REMOVED BUT THE FOUNDATION IS IN PLACE
 LX0579'IN GOOD CONDITION.
 LX0579
 LX0579                          STATION RECOVERY (1987)
 LX0579
 LX0579'RECOVERY NOTE BY US POWER SQUADRON 1987 (CH)
 LX0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0680 ***********************************************************************
 LX0680  DESIGNATION -  Y 15
 LX0680  PID         -  LX0680
 LX0680  STATE/COUNTY-  CT/LITCHFIELD
 LX0680  USGS QUAD   -  KENT (1971)
 LX0680
 LX0680                         *CURRENT SURVEY CONTROL
 LX0680  ___________________________________________________________________
 LX0680* NAD 83(1986)-  41 41 32.     (N)    073 28 53.     (W)     SCALED    
 LX0680* NAVD 88     -       120.271  (meters)     394.59   (feet)  ADJUSTED  
 LX0680  ___________________________________________________________________
 LX0680  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX0680  DYNAMIC HT  -         120.230 (meters)     394.45  (feet)  COMP
 LX0680  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 LX0680
 LX0680  VERT ORDER  -  SECOND    CLASS 0
 LX0680
 LX0680.The horizontal coordinates were scaled from a topographic map and have
 LX0680.an estimated accuracy of +/- 6 seconds.
 LX0680
 LX0680.The orthometric height was determined by differential leveling
 LX0680.and adjusted by the National Geodetic Survey in June 1991..
 LX0680
 LX0680.The geoid height was determined by GEOID03.
 LX0680
 LX0680.The dynamic height is computed by dividing the NAVD 88
 LX0680.geopotential number by the normal gravity value computed on the
 LX0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0680.degrees latitude (g = 980.6199 gals.).
 LX0680
 LX0680.The modeled gravity was interpolated from observed gravity values.
 LX0680
 LX0680;                    North         East    Units  Estimated Accuracy
 LX0680;SPC CT       -   248,050.      243,920.      MT  (+/- 180 meters Scaled)
 LX0680
 LX0680                          SUPERSEDED SURVEY CONTROL
 LX0680
 LX0680  NGVD 29 (??/??/92)  120.54   (m)          395.5    (f) COMPUTED    2 0
 LX0680
 LX0680.Superseded values are not recommended for survey control.
 LX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0680.See file dsdata.txt to determine how the superseded data were derived.
 LX0680
 LX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM263167(NAD 83)
 LX0680_MARKER: DB = BENCH MARK DISK
 LX0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0680_SP_SET: BRIDGE
 LX0680_STAMPING: Y 15 1935
 LX0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0680
 LX0680  HISTORY     - Date     Condition        Report By
 LX0680  HISTORY     - 1935     MONUMENTED       CGS
 LX0680
 LX0680                          STATION DESCRIPTION
 LX0680
 LX0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0680'1.1 MI N FROM SOUTH KENT.
 LX0680'1.1 MILES NORTH OF SOUTH KENT ON N.Y.N.H. AND H.R.R. IN BRIDGE
 LX0680'54.71 IN SOUTHWEST WINGWALL 4 FEET NORTH OF SOUTH END ON 3RD
 LX0680'COURSE FROM BOTTOM 6 FEET WEST OF THE WEST RAIL 3 FEET ABOVE
 LX0680'TOP OF RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0681 ***********************************************************************
 LX0681  DESIGNATION -  Y 15 RESET
 LX0681  PID         -  LX0681
 LX0681  STATE/COUNTY-  CT/LITCHFIELD
 LX0681  USGS QUAD   -  KENT (1971)
 LX0681
 LX0681                         *CURRENT SURVEY CONTROL
 LX0681  ___________________________________________________________________
 LX0681* NAD 83(1986)-  41 41 32.     (N)    073 28 53.     (W)     SCALED    
 LX0681* NAVD 88     -       120.61   (meters)     395.7    (feet)  RESET     
 LX0681  ___________________________________________________________________
 LX0681  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX0681
 LX0681  VERT ORDER  -  THIRD
 LX0681
 LX0681.The horizontal coordinates were scaled from a topographic map and have
 LX0681.an estimated accuracy of +/- 6 seconds.
 LX0681
 LX0681.The orthometric height was computed from unverified reset data.
 LX0681.No vertical observational check was made to the station.
 LX0681
 LX0681.The geoid height was determined by GEOID03.
 LX0681
 LX0681;                    North         East    Units  Estimated Accuracy
 LX0681;SPC CT       -   248,050.      243,920.      MT  (+/- 180 meters Scaled)
 LX0681
 LX0681                          SUPERSEDED SURVEY CONTROL
 LX0681
 LX0681.No superseded survey control is available for this station.
 LX0681
 LX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM263167(NAD 83)
 LX0681_MARKER: DD = SURVEY DISK
 LX0681_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0681_SP_SET: UNDERPASS
 LX0681_STAMPING: Y 15 RESET 1935
 LX0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0681
 LX0681  HISTORY     - Date     Condition        Report By
 LX0681  HISTORY     - 1935     MONUMENTED       CTDT
 LX0681  HISTORY     - 1984     MARK NOT FOUND   NGS
 LX0681
 LX0681                          STATION DESCRIPTION
 LX0681
 LX0681'DESCRIBED BY CT DEPT OF TRANSP 1935
 LX0681'1.1 MI N FROM SOUTH KENT.
 LX0681'1.1 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0681'RAILROAD FROM THE STATION AT SOUTH KENT, LITCHFIELD COUNTY, AT
 LX0681'HIGHWAY UNDERPASS 54.71, AND IN THE TOP OF THE SOUTHWEST
 LX0681'WINGWALL.  A STANDARD DISK, STAMPED Y 15 RESET 1935.
 LX0681
 LX0681                          STATION RECOVERY (1984)
 LX0681
 LX0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0681'NOT RECOVERED, DID NOT FIND A DRILL HOLE IN ANY WINGWALL OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0555 ***********************************************************************
 LX0555  DESIGNATION -  Y 16
 LX0555  PID         -  LX0555
 LX0555  STATE/COUNTY-  CT/HARTFORD
 LX0555  USGS QUAD   -  AVON (1984)
 LX0555
 LX0555                         *CURRENT SURVEY CONTROL
 LX0555  ___________________________________________________________________
 LX0555* NAD 83(1986)-  41 48 43.     (N)    072 51 07.     (W)     SCALED    
 LX0555* NAVD 88     -        81.223  (meters)     266.48   (feet)  ADJUSTED  
 LX0555  ___________________________________________________________________
 LX0555  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX0555  DYNAMIC HT  -          81.200 (meters)     266.40  (feet)  COMP
 LX0555  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 LX0555
 LX0555  VERT ORDER  -  SECOND    CLASS 0
 LX0555
 LX0555.The horizontal coordinates were scaled from a topographic map and have
 LX0555.an estimated accuracy of +/- 6 seconds.
 LX0555
 LX0555.The orthometric height was determined by differential leveling
 LX0555.and adjusted by the National Geodetic Survey in June 1991..
 LX0555
 LX0555.The geoid height was determined by GEOID03.
 LX0555
 LX0555.The dynamic height is computed by dividing the NAVD 88
 LX0555.geopotential number by the normal gravity value computed on the
 LX0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0555.degrees latitude (g = 980.6199 gals.).
 LX0555
 LX0555.The modeled gravity was interpolated from observed gravity values.
 LX0555
 LX0555;                    North         East    Units  Estimated Accuracy
 LX0555;SPC CT       -   261,090.      296,330.      MT  (+/- 180 meters Scaled)
 LX0555
 LX0555                          SUPERSEDED SURVEY CONTROL
 LX0555
 LX0555  NGVD 29 (??/??/92)   81.465  (m)          267.27   (f) ADJ UNCH    2 0
 LX0555
 LX0555.Superseded values are not recommended for survey control.
 LX0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0555.See file dsdata.txt to determine how the superseded data were derived.
 LX0555
 LX0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM784311(NAD 83)
 LX0555_MARKER: DB = BENCH MARK DISK
 LX0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0555_STAMPING: Y 16 1935
 LX0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0555+STABILITY: SURFACE MOTION
 LX0555
 LX0555  HISTORY     - Date     Condition        Report By
 LX0555  HISTORY     - 1935     MONUMENTED       CGS
 LX0555  HISTORY     - 1948     MARK NOT FOUND   NGS
 LX0555
 LX0555                          STATION DESCRIPTION
 LX0555
 LX0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0555'2.7 MI W FROM AVON.
 LX0555'2.7 MILES WEST ALONG U.S. HIGHWAY 44 FROM AVON, HARTFORD COUNTY,
 LX0555'AT A PICNIC GROVE JUST WEST OF THE F. NORRIS GRILL AND COLONIAL
 LX0555'ESSO SERVICE STATION, ABOUT 100 FEET SOUTHWEST OF POLE 2691,
 LX0555'12 FEET SOUTH OF POLE 2690, 30 FEET SOUTH OF THE CENTERLINE
 LX0555'OF THE HIGHWAY, AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY.
 LX0555'A STANDARD DISK, STAMPED Y 16 1935 AND SET IN THE TOP OF A
 LX0555'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- THE
 LX0555'HIGHWAY HAS BEEN IMPROVED AND POLE 2690 WAS FOUND 0.7 MILE WEST
 LX0555'OF AVON.
 LX0555
 LX0555                          STATION RECOVERY (1948)
 LX0555
 LX0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 LX0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0541 ***********************************************************************
 MZ0541  DESIGNATION -  Y 17
 MZ0541  PID         -  MZ0541
 MZ0541  STATE/COUNTY-  CT/LITCHFIELD
 MZ0541  USGS QUAD   -  BASH BISH FALLS (1969)
 MZ0541
 MZ0541                         *CURRENT SURVEY CONTROL
 MZ0541  ___________________________________________________________________
 MZ0541* NAD 83(1986)-  42 01 16.     (N)    073 24 30.     (W)     SCALED    
 MZ0541* NAVD 88     -       227.421  (meters)     746.13   (feet)  ADJUSTED  
 MZ0541  ___________________________________________________________________
 MZ0541  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 MZ0541  DYNAMIC HT  -         227.343 (meters)     745.87  (feet)  COMP
 MZ0541  MODELED GRAV-     980,273.5   (mgal)                       NAVD 88
 MZ0541
 MZ0541  VERT ORDER  -  SECOND    CLASS 0
 MZ0541
 MZ0541.The horizontal coordinates were scaled from a topographic map and have
 MZ0541.an estimated accuracy of +/- 6 seconds.
 MZ0541
 MZ0541.The orthometric height was determined by differential leveling
 MZ0541.and adjusted by the National Geodetic Survey in June 1991..
 MZ0541
 MZ0541.The geoid height was determined by GEOID03.
 MZ0541
 MZ0541.The dynamic height is computed by dividing the NAVD 88
 MZ0541.geopotential number by the normal gravity value computed on the
 MZ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0541.degrees latitude (g = 980.6199 gals.).
 MZ0541
 MZ0541.The modeled gravity was interpolated from observed gravity values.
 MZ0541
 MZ0541;                    North         East    Units  Estimated Accuracy
 MZ0541;SPC CT       -   284,530.      250,280.      MT  (+/- 180 meters Scaled)
 MZ0541
 MZ0541                          SUPERSEDED SURVEY CONTROL
 MZ0541
 MZ0541  NGVD 29 (??/??/92)  227.65   (m)          746.9    (f) COMPUTED    2 0
 MZ0541
 MZ0541.Superseded values are not recommended for survey control.
 MZ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0541.See file dsdata.txt to determine how the superseded data were derived.
 MZ0541
 MZ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM317533(NAD 83)
 MZ0541_MARKER: DB = BENCH MARK DISK
 MZ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MZ0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MZ0541_STAMPING: Y 17 1935
 MZ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MZ0541+STABILITY: SURFACE MOTION
 MZ0541
 MZ0541  HISTORY     - Date     Condition        Report By
 MZ0541  HISTORY     - 1935     MONUMENTED       CGS
 MZ0541  HISTORY     - 1957     MARK NOT FOUND   NGS
 MZ0541  HISTORY     - 1972     MARK NOT FOUND   CTGS
 MZ0541
 MZ0541                          STATION DESCRIPTION
 MZ0541
 MZ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0541'AT TACONIC.
 MZ0541'AT TACONIC ON N.Y.N.H. AND H.R.R. 50 FEET WEST OF STATION 25 FEET
 MZ0541'SOUTH OF TELEGRAPH POLE NO. 2123 27 FEET NORTH OF NORTH RAIL 2 FEET
 MZ0541'ABOVE TOP OF RAIL A CONCRETE POST WITH 6 IN. PROJ.  NOTE--ACCORDING TO
 MZ0541'A 1936 REPORT, THIS MARK MAY HAVE BEEN RESET, BUT WE HAVE NO DATA ON
 MZ0541'THIS.
 MZ0541
 MZ0541                          STATION RECOVERY (1957)
 MZ0541
 MZ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 MZ0541'MARK NOT FOUND.
 MZ0541
 MZ0541                          STATION RECOVERY (1972)
 MZ0541
 MZ0541'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 MZ0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0200 ***********************************************************************
 LX0200  DESIGNATION -  Y 19
 LX0200  PID         -  LX0200
 LX0200  STATE/COUNTY-  CT/NEW LONDON
 LX0200  USGS QUAD   -  NEW LONDON (1984)
 LX0200
 LX0200                         *CURRENT SURVEY CONTROL
 LX0200  ___________________________________________________________________
 LX0200* NAD 83(1986)-  41 19 23.     (N)    072 00 06.     (W)     SCALED    
 LX0200* NAVD 88     -         2.159  (meters)       7.08   (feet)  ADJUSTED  
 LX0200  ___________________________________________________________________
 LX0200  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 LX0200  DYNAMIC HT  -           2.158 (meters)       7.08  (feet)  COMP
 LX0200  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 LX0200
 LX0200  VERT ORDER  -  FIRST     CLASS II
 LX0200
 LX0200.The horizontal coordinates were scaled from a topographic map and have
 LX0200.an estimated accuracy of +/- 6 seconds.
 LX0200
 LX0200.The orthometric height was determined by differential leveling
 LX0200.and adjusted by the National Geodetic Survey in June 1991..
 LX0200
 LX0200.The geoid height was determined by GEOID03.
 LX0200
 LX0200.The dynamic height is computed by dividing the NAVD 88
 LX0200.geopotential number by the normal gravity value computed on the
 LX0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0200.degrees latitude (g = 980.6199 gals.).
 LX0200
 LX0200.The modeled gravity was interpolated from observed gravity values.
 LX0200
 LX0200;                    North         East    Units  Estimated Accuracy
 LX0200;SPC CT       -   207,060.      367,450.      MT  (+/- 180 meters Scaled)
 LX0200
 LX0200                          SUPERSEDED SURVEY CONTROL
 LX0200
 LX0200  NGVD 29 (??/??/92)    2.45   (m)            8.0    (f) COMPUTED    1 2
 LX0200
 LX0200.Superseded values are not recommended for survey control.
 LX0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0200.See file dsdata.txt to determine how the superseded data were derived.
 LX0200
 LX0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL509789(NAD 83)
 LX0200_MARKER: DB = BENCH MARK DISK
 LX0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0200_SP_SET: ABUTMENT
 LX0200_STAMPING: Y 19 1953
 LX0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0200
 LX0200  HISTORY     - Date     Condition        Report By
 LX0200  HISTORY     - 1953     MONUMENTED       CGS
 LX0200  HISTORY     - 1965     GOOD             NGS
 LX0200  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 LX0200
 LX0200                          STATION DESCRIPTION
 LX0200
 LX0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0200'0.2 MI NW FROM NOANK.
 LX0200'ABOUT 0.15 MILE NORTHWEST ALONG THE NEW YORK, NEW HAVEN AND
 LX0200'HARTFORD RAILROAD FROM THE OVERPASS OVER STATE HIGHWAY 215 AT
 LX0200'NOANK (NEW OVERPASS), ABOUT 0.25 MILE SOUTHEAST OF MILEPOST
 LX0200'B 100 NH 57, SET ON THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 LX0200'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER PALMER COVE, 7.1
 LX0200'FEET SOUTHWEST OF THE SOUTHWEST RAIL AND 1 FOOT BELOW THE LEVEL
 LX0200'OF THE TRACK.
 LX0200
 LX0200                          STATION RECOVERY (1983)
 LX0200
 LX0200'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0878 ***********************************************************************
 LX0878  DESIGNATION -  Y 2
 LX0878  PID         -  LX0878
 LX0878  STATE/COUNTY-  CT/FAIRFIELD
 LX0878  USGS QUAD   -  BRIDGEPORT (1984)
 LX0878
 LX0878                         *CURRENT SURVEY CONTROL
 LX0878  ___________________________________________________________________
 LX0878* NAD 83(1986)-  41 11 39.     (N)    073 07 55.     (W)     SCALED    
 LX0878* NAVD 88     -         7.153  (meters)      23.47   (feet)  ADJUSTED  
 LX0878  ___________________________________________________________________
 LX0878  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 LX0878  DYNAMIC HT  -           7.151 (meters)      23.46  (feet)  COMP
 LX0878  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX0878
 LX0878  VERT ORDER  -  FIRST     CLASS I
 LX0878
 LX0878.The horizontal coordinates were scaled from a topographic map and have
 LX0878.an estimated accuracy of +/- 6 seconds.
 LX0878
 LX0878.The orthometric height was determined by differential leveling
 LX0878.and adjusted by the National Geodetic Survey in June 1991..
 LX0878
 LX0878.The geoid height was determined by GEOID03.
 LX0878
 LX0878.The dynamic height is computed by dividing the NAVD 88
 LX0878.geopotential number by the normal gravity value computed on the
 LX0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0878.degrees latitude (g = 980.6199 gals.).
 LX0878
 LX0878.The modeled gravity was interpolated from observed gravity values.
 LX0878
 LX0878;                    North         East    Units  Estimated Accuracy
 LX0878;SPC CT       -   192,540.      272,760.      MT  (+/- 180 meters Scaled)
 LX0878
 LX0878                          SUPERSEDED SURVEY CONTROL
 LX0878
 LX0878  NGVD 29 (??/??/92)    7.49   (m)           24.6    (f) COMPUTED    1 1
 LX0878
 LX0878.Superseded values are not recommended for survey control.
 LX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0878.See file dsdata.txt to determine how the superseded data were derived.
 LX0878
 LX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL566619(NAD 83)
 LX0878_MARKER: DB = BENCH MARK DISK
 LX0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0878_SP_SET: ABUTMENT
 LX0878_STAMPING: ELEV 24.557 FT Y 2 1922
 LX0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0878
 LX0878  HISTORY     - Date     Condition        Report By
 LX0878  HISTORY     - 1922     MONUMENTED       CGS
 LX0878  HISTORY     - 1965     GOOD             NGS
 LX0878  HISTORY     - 1988     GOOD             USPSQD
 LX0878
 LX0878                          STATION DESCRIPTION
 LX0878
 LX0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0878'AT STRATFORD.
 LX0878'AT STRATFORD, ALONG THE NY, NH, AND H RAILROAD, ABOUT 9 RAILS
 LX0878'SOUTHWEST OF THE EASTBOUND STATION, SET ON THE TOP OF THE
 LX0878'SOUTHEAST END OF THE SOUTHWEST STONE ABUTMENT OF THE OVERPASS
 LX0878'OVER MAIN STREET, 6.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 LX0878'2.6 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT AND
 LX0878'ABOUT LEVEL WITH THE TRACK.
 LX0878
 LX0878                          STATION RECOVERY (1988)
 LX0878
 LX0878'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1164 ***********************************************************************
 LX1164  DESIGNATION -  Y 31
 LX1164  PID         -  LX1164
 LX1164  STATE/COUNTY-  CT/FAIRFIELD
 LX1164  USGS QUAD   -  STAMFORD (1984)
 LX1164
 LX1164                         *CURRENT SURVEY CONTROL
 LX1164  ___________________________________________________________________
 LX1164* NAD 83(1986)-  41 02 20.     (N)    073 35 11.     (W)     SCALED    
 LX1164* NAVD 88     -        22.744  (meters)      74.62   (feet)  ADJUSTED  
 LX1164  ___________________________________________________________________
 LX1164  GEOID HEIGHT-         -30.48  (meters)                     GEOID03
 LX1164  DYNAMIC HT  -          22.736 (meters)      74.59  (feet)  COMP
 LX1164  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX1164
 LX1164  VERT ORDER  -  FIRST     CLASS I
 LX1164
 LX1164.The horizontal coordinates were scaled from a topographic map and have
 LX1164.an estimated accuracy of +/- 6 seconds.
 LX1164
 LX1164.The orthometric height was determined by differential leveling
 LX1164.and adjusted by the National Geodetic Survey in June 1991..
 LX1164
 LX1164.The geoid height was determined by GEOID03.
 LX1164
 LX1164.The dynamic height is computed by dividing the NAVD 88
 LX1164.geopotential number by the normal gravity value computed on the
 LX1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1164.degrees latitude (g = 980.6199 gals.).
 LX1164
 LX1164.The modeled gravity was interpolated from observed gravity values.
 LX1164
 LX1164;                    North         East    Units  Estimated Accuracy
 LX1164;SPC CT       -   175,570.      234,470.      MT  (+/- 180 meters Scaled)
 LX1164
 LX1164                          SUPERSEDED SURVEY CONTROL
 LX1164
 LX1164  NGVD 29 (??/??/92)   23.080  (m)           75.72   (f) ADJ UNCH    1 1
 LX1164
 LX1164.Superseded values are not recommended for survey control.
 LX1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1164.See file dsdata.txt to determine how the superseded data were derived.
 LX1164
 LX1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL188440(NAD 83)
 LX1164_MARKER: DB = BENCH MARK DISK
 LX1164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX1164_SP_SET: BANNISTER
 LX1164_STAMPING: Y 31 1965
 LX1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX1164
 LX1164  HISTORY     - Date     Condition        Report By
 LX1164  HISTORY     - 1965     MONUMENTED       CGS
 LX1164  HISTORY     - 1983     GOOD             NGS
 LX1164  HISTORY     - 1984     GOOD             USPSQD
 LX1164  HISTORY     - 1988     GOOD             USPSQD
 LX1164
 LX1164                          STATION DESCRIPTION
 LX1164
 LX1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1164'0.2 MI E FROM RIVERSIDE.
 LX1164'0.15 MILE SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE AT
 LX1164'RIVERSIDE, 0.1 MILE SOUTH OF THE INTERSECTION OF U.S. HIGHWAY
 LX1164'1 AND THE AVENUE, SET ON THE TOP AND AT THE NORTH END OF THE
 LX1164'EAST CONCRETE BANNISTER OF THE RIVERSIDE AVENUE OVERPASS OVER
 LX1164'THE CONNECTICUT TURNPIKE, 10.8 FEET EAST OF THE EAST CURB OF
 LX1164'THE AVENUE AND 2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 LX1164
 LX1164                          STATION RECOVERY (1983)
 LX1164
 LX1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1164'RECOVERED IN GOOD CONDITION.
 LX1164
 LX1164                          STATION RECOVERY (1984)
 LX1164
 LX1164'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1164'RECOVERED IN GOOD CONDITION.
 LX1164
 LX1164                          STATION RECOVERY (1988)
 LX1164
 LX1164'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0797 ***********************************************************************
 LX0797  DESIGNATION -  Y 32
 LX0797  PID         -  LX0797
 LX0797  STATE/COUNTY-  CT/FAIRFIELD
 LX0797  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0797
 LX0797                         *CURRENT SURVEY CONTROL
 LX0797  ___________________________________________________________________
 LX0797* NAD 83(1986)-  41 06 22.     (N)    073 23 28.     (W)     SCALED    
 LX0797* NAVD 88     -        25.183  (meters)      82.62   (feet)  ADJUSTED  
 LX0797  ___________________________________________________________________
 LX0797  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX0797  DYNAMIC HT  -          25.175 (meters)      82.59  (feet)  COMP
 LX0797  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 LX0797
 LX0797  VERT ORDER  -  FIRST     CLASS I
 LX0797
 LX0797.The horizontal coordinates were scaled from a topographic map and have
 LX0797.an estimated accuracy of +/- 6 seconds.
 LX0797
 LX0797.The orthometric height was determined by differential leveling
 LX0797.and adjusted by the National Geodetic Survey in June 1991..
 LX0797
 LX0797.The geoid height was determined by GEOID03.
 LX0797
 LX0797.The dynamic height is computed by dividing the NAVD 88
 LX0797.geopotential number by the normal gravity value computed on the
 LX0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0797.degrees latitude (g = 980.6199 gals.).
 LX0797
 LX0797.The modeled gravity was interpolated from observed gravity values.
 LX0797
 LX0797;                    North         East    Units  Estimated Accuracy
 LX0797;SPC CT       -   182,890.      250,950.      MT  (+/- 180 meters Scaled)
 LX0797
 LX0797                          SUPERSEDED SURVEY CONTROL
 LX0797
 LX0797  NGVD 29 (??/??/92)   25.517  (m)           83.72   (f) ADJ UNCH    1 1
 LX0797
 LX0797.Superseded values are not recommended for survey control.
 LX0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0797.See file dsdata.txt to determine how the superseded data were derived.
 LX0797
 LX0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL350517(NAD 83)
 LX0797_MARKER: DB = BENCH MARK DISK
 LX0797_SETTING: 80 = SET IN A BOULDER
 LX0797_SP_SET: BOULDER
 LX0797_STAMPING: Y 32 1965
 LX0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0797+STABILITY: SURFACE MOTION
 LX0797
 LX0797  HISTORY     - Date     Condition        Report By
 LX0797  HISTORY     - 1965     MONUMENTED       CGS
 LX0797  HISTORY     - 1983     GOOD             NGS
 LX0797
 LX0797                          STATION DESCRIPTION
 LX0797
 LX0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0797'0.7 MI NE FROM EAST NORWALK.
 LX0797'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 136 FROM ITS INTERSECTION
 LX0797'WITH EAST AVENUE AT EAST NORWALK, ABOUT 117 YARDS EAST OF THE
 LX0797'JUNCTION OF TRIANGLE STREET AND THE HIGHWAY, SET ON THE TOP AND
 LX0797'AT THE HIGHEST PART OF A 6-BY-2-FOOT EXPOSED PART OF A BOULDER
 LX0797'WHICH PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND, 57 1/2
 LX0797'FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM POWER LINE POLE
 LX0797'NO. 6689, 33.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 89.5
 LX0797'FEET NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST
 LX0797'CORNER OF THE EAST STONE GATE POST AT ENTRANCE TO DRIVEWAY TO
 LX0797'A HOUSE, 3.6 FEET EAST OF A METAL WITNESS POST AND 1 1/2 FEET
 LX0797'ABOVE THE LEVEL OF THE HIGHWAY.
 LX0797
 LX0797                          STATION RECOVERY (1983)
 LX0797
 LX0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0880 ***********************************************************************
 LX0880  DESIGNATION -  Y 33
 LX0880  PID         -  LX0880
 LX0880  STATE/COUNTY-  CT/FAIRFIELD
 LX0880  USGS QUAD   -  MILFORD (1984)
 LX0880
 LX0880                         *CURRENT SURVEY CONTROL
 LX0880  ___________________________________________________________________
 LX0880* NAD 83(1986)-  41 11 24.     (N)    073 07 26.     (W)     SCALED    
 LX0880* NAVD 88     -         2.429  (meters)       7.97   (feet)  ADJUSTED  
 LX0880  ___________________________________________________________________
 LX0880  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 LX0880  DYNAMIC HT  -           2.428 (meters)       7.97  (feet)  COMP
 LX0880  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 LX0880
 LX0880  VERT ORDER  -  FIRST     CLASS I
 LX0880
 LX0880.The horizontal coordinates were scaled from a topographic map and have
 LX0880.an estimated accuracy of +/- 6 seconds.
 LX0880
 LX0880.The orthometric height was determined by differential leveling
 LX0880.and adjusted by the National Geodetic Survey in June 1991..
 LX0880
 LX0880.The geoid height was determined by GEOID03.
 LX0880
 LX0880.The dynamic height is computed by dividing the NAVD 88
 LX0880.geopotential number by the normal gravity value computed on the
 LX0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0880.degrees latitude (g = 980.6199 gals.).
 LX0880
 LX0880.The modeled gravity was interpolated from observed gravity values.
 LX0880
 LX0880;                    North         East    Units  Estimated Accuracy
 LX0880;SPC CT       -   192,080.      273,430.      MT  (+/- 180 meters Scaled)
 LX0880
 LX0880                          SUPERSEDED SURVEY CONTROL
 LX0880
 LX0880  NGVD 29 (??/??/92)    2.761  (m)            9.06   (f) ADJ UNCH    1 1
 LX0880
 LX0880.Superseded values are not recommended for survey control.
 LX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0880.See file dsdata.txt to determine how the superseded data were derived.
 LX0880
 LX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL573615(NAD 83)
 LX0880_MARKER: DB = BENCH MARK DISK
 LX0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0880_SP_SET: CULVERT
 LX0880_STAMPING: Y 33 1965
 LX0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0880
 LX0880  HISTORY     - Date     Condition        Report By
 LX0880  HISTORY     - 1965     MONUMENTED       CGS
 LX0880  HISTORY     - 1982     GOOD             NGS
 LX0880  HISTORY     - 1988     GOOD             USPSQD
 LX0880
 LX0880                          STATION DESCRIPTION
 LX0880
 LX0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0880'AT STRATFORD.
 LX0880'AT STRATFORD, AT THE INTERSECTION OF BROAD STREET AND FERRY
 LX0880'BLVD, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 LX0880'HEAD WALL FOR A CONCRETE FLOOD CONTROL SPILLWAY THAT FORMS A
 LX0880'CULVERT UNDER BROAD STREET AND IS IN FERRY CREEK, 175 FEET
 LX0880'EAST OF THE CENTER LINE OF BLVD, 25 FEET SOUTH OF THE CENTER
 LX0880'LINE OF BROAD STREET, 1/2 FOOT WEST OF THE EAST END OF THE HEAD
 LX0880'WALL AND 1 FOOT ABOVE THE LEVEL OF THE STREET.
 LX0880
 LX0880                          STATION RECOVERY (1982)
 LX0880
 LX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0880'RECOVERED IN GOOD CONDITION.
 LX0880
 LX0880                          STATION RECOVERY (1988)
 LX0880
 LX0880'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0401 ***********************************************************************
 LX0401  DESIGNATION -  Y 34
 LX0401  PID         -  LX0401
 LX0401  STATE/COUNTY-  CT/NEW HAVEN
 LX0401  USGS QUAD   -  NEW HAVEN (1984)
 LX0401
 LX0401                         *CURRENT SURVEY CONTROL
 LX0401  ___________________________________________________________________
 LX0401* NAD 83(1986)-  41 16 09.     (N)    072 53 26.     (W)     SCALED    
 LX0401* NAVD 88     -         2.232  (meters)       7.32   (feet)  ADJUSTED  
 LX0401  ___________________________________________________________________
 LX0401  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0401  DYNAMIC HT  -           2.231 (meters)       7.32  (feet)  COMP
 LX0401  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 LX0401
 LX0401  VERT ORDER  -  FIRST     CLASS I
 LX0401
 LX0401.This mark is at Tweed-New Haven Airport (HVN)
 LX0401
 LX0401.The horizontal coordinates were scaled from a topographic map and have
 LX0401.an estimated accuracy of +/- 6 seconds.
 LX0401
 LX0401.The orthometric height was determined by differential leveling
 LX0401.and adjusted by the National Geodetic Survey in June 1991..
 LX0401
 LX0401.The geoid height was determined by GEOID03.
 LX0401
 LX0401.The dynamic height is computed by dividing the NAVD 88
 LX0401.geopotential number by the normal gravity value computed on the
 LX0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0401.degrees latitude (g = 980.6199 gals.).
 LX0401
 LX0401.The modeled gravity was interpolated from observed gravity values.
 LX0401
 LX0401;                    North         East    Units  Estimated Accuracy
 LX0401;SPC CT       -   200,810.      293,020.      MT  (+/- 180 meters Scaled)
 LX0401
 LX0401                          SUPERSEDED SURVEY CONTROL
 LX0401
 LX0401  NGVD 29 (??/??/92)    2.549  (m)            8.36   (f) ADJ UNCH    1 1
 LX0401
 LX0401.Superseded values are not recommended for survey control.
 LX0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0401.See file dsdata.txt to determine how the superseded data were derived.
 LX0401
 LX0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL766707(NAD 83)
 LX0401_MARKER: DB = BENCH MARK DISK
 LX0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0401_SP_SET: BUILDING
 LX0401_STAMPING: Y 34 1965
 LX0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0401
 LX0401  HISTORY     - Date     Condition        Report By
 LX0401  HISTORY     - 1965     MONUMENTED       CGS
 LX0401  HISTORY     - 1972     GOOD             NGS
 LX0401  HISTORY     - 1981     GOOD             USGS
 LX0401  HISTORY     - 1988     GOOD             USPSQD
 LX0401
 LX0401                          STATION DESCRIPTION
 LX0401
 LX0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0401'AT NEW HAVEN.
 LX0401'AT NEW HAVEN, AT THE NEW HAVEN MUNICIPAL AIRPORT, SET
 LX0401'VERTICALLY IN THE NORTHWEST FACE OF THE WEST CORNER OF THE
 LX0401'CONCRETE FOUNDATION FOR THE NORTHWEST WING OF THE ADMINISTRATION
 LX0401'BUILDING, 1 FOOT NORTHEAST OF THE NORTHWEST CORNER OF THE
 LX0401'MAIN PART OF THE BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE
 LX0401'SIDEWALK.
 LX0401
 LX0401                          STATION RECOVERY (1972)
 LX0401
 LX0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LX0401'RECOVERED IN GOOD CONDITION.
 LX0401
 LX0401                          STATION RECOVERY (1981)
 LX0401
 LX0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LX0401'RECOVERED IN GOOD CONDITION.
 LX0401
 LX0401                          STATION RECOVERY (1988)
 LX0401
 LX0401'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0123 ***********************************************************************
 LX0123  DESIGNATION -  Y 35
 LX0123  PID         -  LX0123
 LX0123  STATE/COUNTY-  CT/NEW LONDON
 LX0123  USGS QUAD   -  OLD LYME (1976)
 LX0123
 LX0123                         *CURRENT SURVEY CONTROL
 LX0123  ___________________________________________________________________
 LX0123* NAD 83(1986)-  41 18 27.     (N)    072 15 23.     (W)     SCALED    
 LX0123* NAVD 88     -        17.869  (meters)      58.63   (feet)  ADJUSTED  
 LX0123  ___________________________________________________________________
 LX0123  GEOID HEIGHT-         -30.53  (meters)                     GEOID03
 LX0123  DYNAMIC HT  -          17.862 (meters)      58.60  (feet)  COMP
 LX0123  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 LX0123
 LX0123  VERT ORDER  -  FIRST     CLASS I
 LX0123
 LX0123.The horizontal coordinates were scaled from a topographic map and have
 LX0123.an estimated accuracy of +/- 6 seconds.
 LX0123
 LX0123.The orthometric height was determined by differential leveling
 LX0123.and adjusted by the National Geodetic Survey in June 1991..
 LX0123
 LX0123.The geoid height was determined by GEOID03.
 LX0123
 LX0123.The dynamic height is computed by dividing the NAVD 88
 LX0123.geopotential number by the normal gravity value computed on the
 LX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0123.degrees latitude (g = 980.6199 gals.).
 LX0123
 LX0123.The modeled gravity was interpolated from observed gravity values.
 LX0123
 LX0123;                    North         East    Units  Estimated Accuracy
 LX0123;SPC CT       -   205,180.      346,140.      MT  (+/- 180 meters Scaled)
 LX0123
 LX0123                          SUPERSEDED SURVEY CONTROL
 LX0123
 LX0123  NGVD 29 (??/??/92)   18.175  (m)           59.63   (f) ADJ UNCH    1 1
 LX0123
 LX0123.Superseded values are not recommended for survey control.
 LX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0123.See file dsdata.txt to determine how the superseded data were derived.
 LX0123
 LX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL296765(NAD 83)
 LX0123_MARKER: DB = BENCH MARK DISK
 LX0123_SETTING: 80 = SET IN A BOULDER
 LX0123_SP_SET: BOULDER
 LX0123_STAMPING: Y 35 1965
 LX0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0123+STABILITY: SURFACE MOTION
 LX0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX0123+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 LX0123
 LX0123  HISTORY     - Date     Condition        Report By
 LX0123  HISTORY     - 1965     MONUMENTED       CGS
 LX0123  HISTORY     - 1984     GOOD             USPSQD
 LX0123  HISTORY     - 1987     GOOD             USPSQD
 LX0123  HISTORY     - 1988     GOOD             USPSQD
 LX0123  HISTORY     - 19891216 GOOD             USPSQD
 LX0123  HISTORY     - 19901206 GOOD             USPSQD
 LX0123  HISTORY     - 20041115 GOOD             USPSQD
 LX0123  HISTORY     - 20051202 GOOD             USPSQD
 LX0123  HISTORY     - 20051206 GOOD             USPSQD
 LX0123
 LX0123                          STATION DESCRIPTION
 LX0123
 LX0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0123'0.8 MI NE FROM SOUTH LYME.
 LX0123'ABOUT 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST
 LX0123'OFFICE AT SOUTH LYME, ON THE PROPERTY OF R.S. CLARK, SET ON THE TOP
 LX0123'AND AT THE WEST END OF A 6-BY-6-FOOT EXPOSED BOULDER WHICH
 LX0123'PROJECTS 2 FEET ABOVE THE LEVEL OF THE GROUND, 78 FEET NORTH
 LX0123'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTHEAST OF THE
 LX0123'SOUTHEAST CORNER OF A TWO-STORIED HOUSE, 1 1/2 FEET NORTHWEST
 LX0123'OF THE HIGHEST PART OF THE BOULDER AND ABOUT 6 FEET ABOVE THE
 LX0123'LEVEL OF THE HIGHWAY.
 LX0123
 LX0123                          STATION RECOVERY (1984)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0123'RECOVERED IN GOOD CONDITION.
 LX0123
 LX0123                          STATION RECOVERY (1987)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0123'RECOVERED IN GOOD CONDITION.
 LX0123
 LX0123                          STATION RECOVERY (1988)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0123'RECOVERED IN GOOD CONDITION.
 LX0123
 LX0123                          STATION RECOVERY (1989)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0123'RECOVERED IN GOOD CONDITION.
 LX0123
 LX0123                          STATION RECOVERY (1990)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0123'RECOVERED IN GOOD CONDITION.
 LX0123
 LX0123                          STATION RECOVERY (2004)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRR)
 LX0123'RECOVERED IN GOOD CONDITION.
 LX0123
 LX0123                          STATION RECOVERY (2005)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0123'RECOVERED IN GOOD CONDITION.
 LX0123
 LX0123                          STATION RECOVERY (2005)
 LX0123
 LX0123'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0474 ***********************************************************************
 LX0474  DESIGNATION -  Y 36
 LX0474  PID         -  LX0474
 LX0474  STATE/COUNTY-  CT/MIDDLESEX
 LX0474  USGS QUAD   -  CLINTON (1984)
 LX0474
 LX0474                         *CURRENT SURVEY CONTROL
 LX0474  ___________________________________________________________________
 LX0474* NAD 83(1986)-  41 16 27.     (N)    072 30 35.     (W)     SCALED    
 LX0474* NAVD 88     -         4.234  (meters)      13.89   (feet)  ADJUSTED  
 LX0474  ___________________________________________________________________
 LX0474  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 LX0474  DYNAMIC HT  -           4.233 (meters)      13.89  (feet)  COMP
 LX0474  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 LX0474
 LX0474  VERT ORDER  -  FIRST     CLASS I
 LX0474
 LX0474.The horizontal coordinates were scaled from a topographic map and have
 LX0474.an estimated accuracy of +/- 6 seconds.
 LX0474
 LX0474.The orthometric height was determined by differential leveling
 LX0474.and adjusted by the National Geodetic Survey in June 1991..
 LX0474
 LX0474.The geoid height was determined by GEOID03.
 LX0474
 LX0474.The dynamic height is computed by dividing the NAVD 88
 LX0474.geopotential number by the normal gravity value computed on the
 LX0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0474.degrees latitude (g = 980.6199 gals.).
 LX0474
 LX0474.The modeled gravity was interpolated from observed gravity values.
 LX0474
 LX0474;                    North         East    Units  Estimated Accuracy
 LX0474;SPC CT       -   201,390.      324,930.      MT  (+/- 180 meters Scaled)
 LX0474
 LX0474                          SUPERSEDED SURVEY CONTROL
 LX0474
 LX0474  NGVD 29 (??/??/92)    4.554  (m)           14.94   (f) ADJ UNCH    1 1
 LX0474
 LX0474.Superseded values are not recommended for survey control.
 LX0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0474.See file dsdata.txt to determine how the superseded data were derived.
 LX0474
 LX0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL085721(NAD 83)
 LX0474_MARKER: DB = BENCH MARK DISK
 LX0474_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0474_SP_SET: UNSPECIFIED ROCK
 LX0474_STAMPING: Y 36 1965
 LX0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0474
 LX0474  HISTORY     - Date     Condition        Report By
 LX0474  HISTORY     - 1965     MONUMENTED       CGS
 LX0474  HISTORY     - 1974     GOOD             CTGS
 LX0474  HISTORY     - 19981106 GOOD             USPSQD
 LX0474
 LX0474                          STATION DESCRIPTION
 LX0474
 LX0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0474'0.9 MI E FROM CLINTON.
 LX0474'0.9 MILE EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 LX0474'CLINTON, AT THE OUTSIDE OF A CURVE, 166 FEET NORTHWEST OF THE
 LX0474'CENTER OF THE JUNCTION OF THE HIGHWAY AND STATE HIGHWAY 145
 LX0474'LEADING SOUTH, SET IN THE TOP OF A SLOPING ROCK WHICH IS ABOUT
 LX0474'8 FEET LONG-4 FEET WIDE AND PROJECTS 1 FOOT ABOVE THE GROUND,
 LX0474'34 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE U.S. HIGHWAY, 2
 LX0474'FEET EAST OF THE WEST END OF THE ROCK AND 1 FOOT ABOVE THE
 LX0474'LEVEL OF THE HIGHWAY.
 LX0474
 LX0474                          STATION RECOVERY (1974)
 LX0474
 LX0474'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1974
 LX0474'RECOVERED IN GOOD CONDITION.
 LX0474
 LX0474                          STATION RECOVERY (1998)
 LX0474
 LX0474'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0720 ***********************************************************************
 LW0720  DESIGNATION -  Y 37
 LW0720  PID         -  LW0720
 LW0720  STATE/COUNTY-  CT/NEW LONDON
 LW0720  USGS QUAD   -  MYSTIC (1984)
 LW0720
 LW0720                         *CURRENT SURVEY CONTROL
 LW0720  ___________________________________________________________________
 LW0720* NAD 83(1986)-  41 21 01.     (N)    071 57 35.     (W)     SCALED    
 LW0720* NAVD 88     -         3.316  (meters)      10.88   (feet)  ADJUSTED  
 LW0720  ___________________________________________________________________
 LW0720  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW0720  DYNAMIC HT  -           3.315 (meters)      10.88  (feet)  COMP
 LW0720  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LW0720
 LW0720  VERT ORDER  -  FIRST     CLASS I
 LW0720
 LW0720.The horizontal coordinates were scaled from a topographic map and have
 LW0720.an estimated accuracy of +/- 6 seconds.
 LW0720
 LW0720.The orthometric height was determined by differential leveling
 LW0720.and adjusted by the National Geodetic Survey in June 1991..
 LW0720
 LW0720.The geoid height was determined by GEOID03.
 LW0720
 LW0720.The dynamic height is computed by dividing the NAVD 88
 LW0720.geopotential number by the normal gravity value computed on the
 LW0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0720.degrees latitude (g = 980.6199 gals.).
 LW0720
 LW0720.The modeled gravity was interpolated from observed gravity values.
 LW0720
 LW0720;                    North         East    Units  Estimated Accuracy
 LW0720;SPC CT       -   210,110.      370,940.      MT  (+/- 180 meters Scaled)
 LW0720
 LW0720                          SUPERSEDED SURVEY CONTROL
 LW0720
 LW0720  NGVD 29 (??/??/92)    3.607  (m)           11.83   (f) ADJ UNCH    1 1
 LW0720
 LW0720.Superseded values are not recommended for survey control.
 LW0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0720.See file dsdata.txt to determine how the superseded data were derived.
 LW0720
 LW0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF523818(NAD 83)
 LW0720_MARKER: DB = BENCH MARK DISK
 LW0720_SETTING: 66 = SET IN ROCK OUTCROP
 LW0720_SP_SET: BEDROCK
 LW0720_STAMPING: Y 37 1965
 LW0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0720+STABILITY: POSITION/ELEVATION WELL
 LW0720
 LW0720  HISTORY     - Date     Condition        Report By
 LW0720  HISTORY     - 1965     MONUMENTED       CGS
 LW0720  HISTORY     - 1984     GOOD             USPSQD
 LW0720  HISTORY     - 1988     GOOD             USPSQD
 LW0720  HISTORY     - 20000110 GOOD             USPSQD
 LW0720
 LW0720                          STATION DESCRIPTION
 LW0720
 LW0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0720'0.5 MI SE FROM MYSTIC.
 LW0720'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0720'AT MYSTIC, NEAR THE ENTRANCE TO THE MYSTIC MOTOR INN, ACROSS
 LW0720'THE HIGHWAY FROM THE EAST CORNER OF A CEMETERY, SET ON THE TOP
 LW0720'OF A LARGE MASS OF EXPOSED BEDROCK, 73 FEET NORTHEAST OF THE
 LW0720'CENTER LINE OF THE HIGHWAY, 111 FEET NORTH OF AND ACROSS A
 LW0720'DRIVEWAY FROM THE NORTHWEST END OF THE NORTHEAST IRON GUARD RAIL
 LW0720'FOR BRIDGE OVER PEQUOSEPOS BROOK, 22.5 FEET NORTHWEST OF THE
 LW0720'NORTHWEST CURB OF ENTRANCE TO MYSTIC MOTOR INN, AND ABOUT 2 FEET
 LW0720'ABOVE THE LEVEL OF THE HIGHWAY.
 LW0720
 LW0720                          STATION RECOVERY (1984)
 LW0720
 LW0720'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0720'RECOVERED IN GOOD CONDITION.
 LW0720
 LW0720                          STATION RECOVERY (1988)
 LW0720
 LW0720'RECOVERY NOTE BY US POWER SQUADRON 1988 (AFA)
 LW0720'RECOVERED IN GOOD CONDITION.
 LW0720
 LW0720                          STATION RECOVERY (2000)
 LW0720
 LW0720'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0178 ***********************************************************************
 LX0178  DESIGNATION -  Y 38
 LX0178  PID         -  LX0178
 LX0178  STATE/COUNTY-  CT/NEW LONDON
 LX0178  USGS QUAD   -  NEW LONDON (1984)
 LX0178
 LX0178                         *CURRENT SURVEY CONTROL
 LX0178  ___________________________________________________________________
 LX0178* NAD 83(1986)-  41 19 57.     (N)    072 02 49.     (W)     SCALED    
 LX0178* NAVD 88     -         2.984  (meters)       9.79   (feet)  ADJUSTED  
 LX0178  ___________________________________________________________________
 LX0178  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LX0178  DYNAMIC HT  -           2.983 (meters)       9.79  (feet)  COMP
 LX0178  MODELED GRAV-     980,275.3   (mgal)                       NAVD 88
 LX0178
 LX0178  VERT ORDER  -  FIRST     CLASS I
 LX0178
 LX0178.This mark is at Groton-New London Airport (GON)
 LX0178
 LX0178.The horizontal coordinates were scaled from a topographic map and have
 LX0178.an estimated accuracy of +/- 6 seconds.
 LX0178
 LX0178.The orthometric height was determined by differential leveling
 LX0178.and adjusted by the National Geodetic Survey in June 1991..
 LX0178
 LX0178.The geoid height was determined by GEOID03.
 LX0178
 LX0178.The dynamic height is computed by dividing the NAVD 88
 LX0178.geopotential number by the normal gravity value computed on the
 LX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0178.degrees latitude (g = 980.6199 gals.).
 LX0178
 LX0178.The modeled gravity was interpolated from observed gravity values.
 LX0178
 LX0178;                    North         East    Units  Estimated Accuracy
 LX0178;SPC CT       -   208,080.      363,650.      MT  (+/- 180 meters Scaled)
 LX0178
 LX0178                          SUPERSEDED SURVEY CONTROL
 LX0178
 LX0178  NGVD 29 (??/??/92)    3.274  (m)           10.74   (f) ADJ UNCH    1 1
 LX0178
 LX0178.Superseded values are not recommended for survey control.
 LX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0178.See file dsdata.txt to determine how the superseded data were derived.
 LX0178
 LX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL471798(NAD 83)
 LX0178_MARKER: DB = BENCH MARK DISK
 LX0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0178_SP_SET: BUILDING
 LX0178_STAMPING: Y 38 1965
 LX0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0178+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0178
 LX0178  HISTORY     - Date     Condition        Report By
 LX0178  HISTORY     - 1965     MONUMENTED       CGS
 LX0178  HISTORY     - 1973     GOOD             NGS
 LX0178  HISTORY     - 1983     GOOD             USPSQD
 LX0178  HISTORY     - 1988     GOOD             USPSQD
 LX0178  HISTORY     - 1989     GOOD             USPSQD
 LX0178  HISTORY     - 1990     GOOD             USPSQD
 LX0178  HISTORY     - 20000104 GOOD             USPSQD
 LX0178  HISTORY     - 20010415 GOOD             USPSQD
 LX0178
 LX0178                          STATION DESCRIPTION
 LX0178
 LX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0178'AT GROTON.
 LX0178'AT GROTON, AT THE TRUMBULL AIRPORT, AT THE ADMINISTRATION
 LX0178'BUILDING, SET VERTICALLY IN THE SOUTH BRICK FACE OF THE BUILDING,
 LX0178'52.4 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION
 LX0178'BUILDING, 12 1/2 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE
 LX0178'TO THE ADMINISTRATION BUILDING AND 0.9 FOOT ABOVE THE LEVEL OF
 LX0178'THE GROUND.
 LX0178
 LX0178                          STATION RECOVERY (1973)
 LX0178
 LX0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LX0178'RECOVERED IN GOOD CONDITION.
 LX0178
 LX0178                          STATION RECOVERY (1983)
 LX0178
 LX0178'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0178'RECOVERED IN GOOD CONDITION.
 LX0178
 LX0178                          STATION RECOVERY (1988)
 LX0178
 LX0178'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0178'RECOVERED IN GOOD CONDITION.
 LX0178
 LX0178                          STATION RECOVERY (1989)
 LX0178
 LX0178'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0178'RECOVERED IN GOOD CONDITION.
 LX0178
 LX0178                          STATION RECOVERY (1990)
 LX0178
 LX0178'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0178'RECOVERED IN GOOD CONDITION.
 LX0178
 LX0178                          STATION RECOVERY (2000)
 LX0178
 LX0178'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0178'RECOVERED IN GOOD CONDITION.
 LX0178
 LX0178                          STATION RECOVERY (2001)
 LX0178
 LX0178'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0074 ***********************************************************************
 LX0074  DESIGNATION -  Y 4
 LX0074  PID         -  LX0074
 LX0074  STATE/COUNTY-  CT/MIDDLESEX
 LX0074  USGS QUAD   -  ESSEX (1977)
 LX0074
 LX0074                         *CURRENT SURVEY CONTROL
 LX0074  ___________________________________________________________________
 LX0074* NAD 83(1986)-  41 17 20.     (N)    072 26 49.     (W)     SCALED    
 LX0074* NAVD 88     -         8.311  (meters)      27.27   (feet)  ADJUSTED  
 LX0074  ___________________________________________________________________
 LX0074  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX0074  DYNAMIC HT  -           8.308 (meters)      27.26  (feet)  COMP
 LX0074  MODELED GRAV-     980,291.9   (mgal)                       NAVD 88
 LX0074
 LX0074  VERT ORDER  -  FIRST     CLASS I
 LX0074
 LX0074.The horizontal coordinates were scaled from a topographic map and have
 LX0074.an estimated accuracy of +/- 6 seconds.
 LX0074
 LX0074.The orthometric height was determined by differential leveling
 LX0074.and adjusted by the National Geodetic Survey in June 1991..
 LX0074
 LX0074.The geoid height was determined by GEOID03.
 LX0074
 LX0074.The dynamic height is computed by dividing the NAVD 88
 LX0074.geopotential number by the normal gravity value computed on the
 LX0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0074.degrees latitude (g = 980.6199 gals.).
 LX0074
 LX0074.The modeled gravity was interpolated from observed gravity values.
 LX0074
 LX0074;                    North         East    Units  Estimated Accuracy
 LX0074;SPC CT       -   203,040.      330,190.      MT  (+/- 180 meters Scaled)
 LX0074
 LX0074                          SUPERSEDED SURVEY CONTROL
 LX0074
 LX0074  NGVD 29 (??/??/92)    8.626  (m)           28.30   (f) ADJ UNCH    1 1
 LX0074
 LX0074.Superseded values are not recommended for survey control.
 LX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0074.See file dsdata.txt to determine how the superseded data were derived.
 LX0074
 LX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL137739(NAD 83)
 LX0074_MARKER: DB = BENCH MARK DISK
 LX0074_SETTING: 66 = SET IN ROCK OUTCROP
 LX0074_SP_SET: ROCK CUT
 LX0074_STAMPING: ELEV 28.300 FT Y 4 1922
 LX0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0074+STABILITY: POSITION/ELEVATION WELL
 LX0074
 LX0074  HISTORY     - Date     Condition        Report By
 LX0074  HISTORY     - 1922     MONUMENTED       CGS
 LX0074  HISTORY     - 1965     GOOD             NGS
 LX0074  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX0074  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0074
 LX0074                          STATION DESCRIPTION
 LX0074
 LX0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0074'AT WESTBROOK.
 LX0074'AT WESTBROOK, ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 153
 LX0074'FROM ITS JUNCTION WITH U.S. HIGHWAY 1 AND THE TOWN HALL AT
 LX0074'WESTBROOK, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0074'AT THE HIGHWAY OVERPASS OVER THE TRACKS, SET IN THE TOP OF A
 LX0074'ROCK LEDGE NEAR THE SOUTH BASE OF A ROCK CUT, 6.2 FEET NORTH OF
 LX0074'THE NORTH RAIL, 24 FEET EAST OF THE EAST END OF THE NORTH
 LX0074'ABUTMENT OF THE OVERPASS AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
 LX0074
 LX0074                          STATION RECOVERY (1984)
 LX0074
 LX0074'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0074'MARK NOT FOUND.
 LX0074
 LX0074                          STATION RECOVERY (1988)
 LX0074
 LX0074'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0154 ***********************************************************************
 LX0154  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0154  DESIGNATION -  Y 5
 LX0154  PID         -  LX0154
 LX0154  STATE/COUNTY-  CT/NEW LONDON
 LX0154  USGS QUAD   -  NEW LONDON (1984)
 LX0154
 LX0154                         *CURRENT SURVEY CONTROL
 LX0154  ___________________________________________________________________
 LX0154* NAD 83(1986)-  41 21 17.     (N)    072 05 43.     (W)     SCALED    
 LX0154* NAVD 88     -         9.638  (meters)      31.62   (feet)  ADJUSTED  
 LX0154  ___________________________________________________________________
 LX0154  GEOID HEIGHT-         -30.56  (meters)                     GEOID03
 LX0154  DYNAMIC HT  -           9.635 (meters)      31.61  (feet)  COMP
 LX0154  MODELED GRAV-     980,274.1   (mgal)                       NAVD 88
 LX0154  OBS GRAVITY -     980,278.9   (mgal)                       GRAV_OBS
 LX0154
 LX0154  VERT ORDER  -  FIRST     CLASS I
 LX0154
 LX0154.The horizontal coordinates were scaled from a topographic map and have
 LX0154.an estimated accuracy of +/- 6 seconds.
 LX0154
 LX0154.The orthometric height was determined by differential leveling
 LX0154.and adjusted by the National Geodetic Survey in June 1991..
 LX0154
 LX0154.This Tidal Bench Mark is designated as VM 243
 LX0154.by the Center for Operational Oceanographic Products and Services.
 LX0154
 LX0154.The geoid height was determined by GEOID03.
 LX0154
 LX0154.The dynamic height is computed by dividing the NAVD 88
 LX0154.geopotential number by the normal gravity value computed on the
 LX0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0154.degrees latitude (g = 980.6199 gals.).
 LX0154
 LX0154.The modeled gravity was interpolated from observed gravity values.
 LX0154.The observed gravity was obtained from relative gravimeter ties
 LX0154.to the IGSN71 gravity network.
 LX0154
 LX0154;                    North         East    Units  Estimated Accuracy
 LX0154;SPC CT       -   210,510.      359,590.      MT  (+/- 180 meters Scaled)
 LX0154
 LX0154                          SUPERSEDED SURVEY CONTROL
 LX0154
 LX0154  NGVD 29 (??/??/92)    9.93   (m)           32.6    (f) COMPUTED    1 1
 LX0154
 LX0154.Superseded values are not recommended for survey control.
 LX0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0154.See file dsdata.txt to determine how the superseded data were derived.
 LX0154
 LX0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL429822(NAD 83)
 LX0154_MARKER: DJ = TIDAL STATION DISK
 LX0154_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LX0154+WITH SETTING: PAVEMENT
 LX0154_SP_SET: GRANITE STEP
 LX0154_STAMPING: Y 5 1922 ELEV. 32.575 FT
 LX0154_MARK LOGO: CGS   
 LX0154_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0154+STABILITY: SURFACE MOTION
 LX0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0154+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 LX0154
 LX0154  HISTORY     - Date     Condition        Report By
 LX0154  HISTORY     - 1922     MONUMENTED       CGS
 LX0154  HISTORY     - 1965     GOOD             NGS
 LX0154  HISTORY     - 1982     GOOD             NGS
 LX0154  HISTORY     - 1983     GOOD             USPSQD
 LX0154  HISTORY     - 1986     GOOD             NGS
 LX0154  HISTORY     - 19870119 GOOD             NGS
 LX0154  HISTORY     - 1989     GOOD             USPSQD
 LX0154  HISTORY     - 19901219 GOOD             USPSQD
 LX0154  HISTORY     - 20000104 GOOD             USPSQD
 LX0154  HISTORY     - 20051220 GOOD             USPSQD
 LX0154
 LX0154                          STATION DESCRIPTION
 LX0154
 LX0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0154'AT NEW LONDON.
 LX0154'AT NEW LONDON, ABOUT 0.15 MILE WEST ALONG STATE STREET FROM
 LX0154'ITS INTERSECTION WITH BANK STREET, AT THE CITY HALL, AT THE
 LX0154'STATE STREET ENTRANCE, SET ON THE TOP OF THE WEST END OF THE
 LX0154'2 ND STEP FROM THE BOTTOM, 23 FEET NORTH OF THE NORTH CURB OF
 LX0154'STATE STREET, 42 FEET EAST OF THE EAST CURB OF UNION STREET,
 LX0154'37.3 FEET WEST OF BM Y 10 DESCRIBED AND 1 FOOT ABOVE THE
 LX0154'LEVEL OF THE SIDEWALK.
 LX0154
 LX0154                          STATION RECOVERY (1982)
 LX0154
 LX0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0154'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN NEW LONDON,
 LX0154'0.2 KM (0.15 MI) WEST, ALONG CAPTAINS WALK FROM ITS INTERSECTION WITH
 LX0154'BANK STREET, AT THE CITY HALL BUILDING, AT THE CAPTAINS WALK ENTRANCE,
 LX0154'CEMENTED IN A DRILL HOLE ON THE TOP OF THE WEST END OF THE SECOND STEP
 LX0154'FROM THE BOTTOM.  IT IS 12.8 METERS (42.0 FT) EAST OF THE EAST CURB OF
 LX0154'UNION STREET, 11.4 METERS (37.3 FT) WEST OF BENCH MARK Y 10 1935,
 LX0154'WHICH IS SET IN THE EAST END OF THE THIRD STEP FROM THE BOTTOM,
 LX0154'7.0 METERS (23.0 FT) NORTH OF THE NORTH CURB OF CAPTAINS WALK AND
 LX0154'6.1 METERS (20.0 FT) WEST OF THE EXTENDED CENTER OF THE ENTRANCE DOORS
 LX0154'TO THE BUILDING.
 LX0154
 LX0154                          STATION RECOVERY (1983)
 LX0154
 LX0154'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0154'RECOVERED IN GOOD CONDITION.
 LX0154
 LX0154                          STATION RECOVERY (1986)
 LX0154
 LX0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0154'RECOVERED IN GOOD CONDITION.
 LX0154
 LX0154                          STATION RECOVERY (1987)
 LX0154
 LX0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 LX0154'ANOTHER ALIAS IS DOD 0297-2. STATION IS IN DOWNTOWN NEW LONDON,
 LX0154'CONNECTICUT, AT THE CITY HALL.  TO ACCESS FROM EXIT 83 OF INTERSTATE
 LX0154'95 AT CT ROUTE 34 (WILLIAMS STREET) , GO SE ON WILLIAMS STREET (WHICH
 LX0154'BECOMES HUNTINGTON STREET).  GO 0.7 MI (1.1 KM) AND TURN LEFT (EAST)
 LX0154'ONTO CAPTAINS WALK (FORMERLY STATE STREET).  GO 0.1 MI (0.2 KM) AND
 LX0154'TURN RIGHT (SOUTH) ONTO WASHINGTON STREET.  GO 0.1 MI (0.2 KM) AND
 LX0154'TURN LEFT (EAST) ONTO METHODIST STREET.  GO 0.5 MI (0.8 KM) AND TURN
 LX0154'LEFT (NORTH) ONTO UNION STREET.  GO 0.85 MI (1.37 KM) TO CAPTAINS
 LX0154'WALK.  CITY HALL IS AT NE CORNER OF INTERSECTION.  STATION IS ON SOUTH
 LX0154'(CAPTAINS WALK) SIDE OF CITY HALL ON THE WEST END OF THE SECOND STEP
 LX0154'FROM THE BOTTOM, 12.8 M (42.0 FT) EAST OF EAST CURB OF UNION STREET,
 LX0154'7.0 M (23.0 FT) NORTH OF THE NORTH CURB OF CAPTAINS WALK, 6.1 M (20.0
 LX0154'FT) WEST OF EXTENDED CENTER OF SOUTH ENTRANCE DOORS AND 11.4 M (37.4
 LX0154'FT) WNW OF C AND GS TIDAL BM Y 10 1935, WHICH IS SET IN THE EAST END
 LX0154'OF THIRD STEP FROM THE BOTTOM.
 LX0154
 LX0154                          STATION RECOVERY (1989)
 LX0154
 LX0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0154'RECOVERED IN GOOD CONDITION.
 LX0154
 LX0154                          STATION RECOVERY (1990)
 LX0154
 LX0154'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0154'RECOVERED IN GOOD CONDITION.
 LX0154
 LX0154                          STATION RECOVERY (2000)
 LX0154
 LX0154'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0154'RECOVERED IN GOOD CONDITION.
 LX0154
 LX0154                          STATION RECOVERY (2005)
 LX0154
 LX0154'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1667 ***********************************************************************
 LX1667  DESIGNATION -  Y 50
 LX1667  PID         -  LX1667
 LX1667  STATE/COUNTY-  CT/HARTFORD
 LX1667  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1667
 LX1667                         *CURRENT SURVEY CONTROL
 LX1667  ___________________________________________________________________
 LX1667* NAD 83(1986)-  41 49 10.     (N)    072 39 23.     (W)     SCALED    
 LX1667* NAVD 88     -        15.739  (meters)      51.64   (feet)  ADJUSTED  
 LX1667  ___________________________________________________________________
 LX1667  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 LX1667  DYNAMIC HT  -          15.734 (meters)      51.62  (feet)  COMP
 LX1667  MODELED GRAV-     980,331.4   (mgal)                       NAVD 88
 LX1667
 LX1667  VERT ORDER  -  FIRST     CLASS II
 LX1667
 LX1667.The horizontal coordinates were scaled from a topographic map and have
 LX1667.an estimated accuracy of +/- 6 seconds.
 LX1667
 LX1667.The orthometric height was determined by differential leveling
 LX1667.and adjusted by the National Geodetic Survey in June 1991..
 LX1667
 LX1667.The geoid height was determined by GEOID03.
 LX1667
 LX1667.The dynamic height is computed by dividing the NAVD 88
 LX1667.geopotential number by the normal gravity value computed on the
 LX1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1667.degrees latitude (g = 980.6199 gals.).
 LX1667
 LX1667.The modeled gravity was interpolated from observed gravity values.
 LX1667
 LX1667;                    North         East    Units  Estimated Accuracy
 LX1667;SPC CT       -   261,920.      312,580.      MT  (+/- 180 meters Scaled)
 LX1667
 LX1667                          SUPERSEDED SURVEY CONTROL
 LX1667
 LX1667.No superseded survey control is available for this station.
 LX1667
 LX1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM946323(NAD 83)
 LX1667_MARKER: DB = BENCH MARK DISK
 LX1667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1667_SP_SET: BRIDGE
 LX1667_STAMPING: Y 50 1978
 LX1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1667
 LX1667  HISTORY     - Date     Condition        Report By
 LX1667  HISTORY     - 1978     MONUMENTED       NGS
 LX1667
 LX1667                          STATION DESCRIPTION
 LX1667
 LX1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1667'2.4 MI SOUTH FROM WINDSOR.
 LX1667'2.4 MILES SOUTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1667'WINDSOR TO THE MARK ON THE LEFT, SET IN THE SOUTHEAST CORNER OF
 LX1667'THE BRIDGE OVER DECKERS BROOK, 0.1 MILE NORTH OF THE JUNCTION OF
 LX1667'STATE HIGHWAYS 159 AND 291, 36 FEET EAST OF THE CENTER LINE OF
 LX1667'HIGHWAY 159, 42.5 FEET NORTHEAST OF POWER POLE NUMBER 1995 WITH
 LX1667'A STREET LIGHT, 3.5 FEET NORTH OF THE NORTH END OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1642 ***********************************************************************
 LX1642  DESIGNATION -  Y 51
 LX1642  PID         -  LX1642
 LX1642  STATE/COUNTY-  CT/HARTFORD
 LX1642  USGS QUAD   -  MERIDEN (1992)
 LX1642
 LX1642                         *CURRENT SURVEY CONTROL
 LX1642  ___________________________________________________________________
 LX1642* NAD 83(1986)-  41 34 32.     (N)    072 48 25.     (W)     SCALED    
 LX1642* NAVD 88     -        90.896  (meters)     298.21   (feet)  ADJUSTED  
 LX1642  ___________________________________________________________________
 LX1642  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX1642  DYNAMIC HT  -          90.867 (meters)     298.12  (feet)  COMP
 LX1642  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 LX1642
 LX1642  VERT ORDER  -  FIRST     CLASS II
 LX1642
 LX1642.The horizontal coordinates were scaled from a topographic map and have
 LX1642.an estimated accuracy of +/- 6 seconds.
 LX1642
 LX1642.The orthometric height was determined by differential leveling
 LX1642.and adjusted by the National Geodetic Survey in June 1991..
 LX1642
 LX1642.The geoid height was determined by GEOID03.
 LX1642
 LX1642.The dynamic height is computed by dividing the NAVD 88
 LX1642.geopotential number by the normal gravity value computed on the
 LX1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1642.degrees latitude (g = 980.6199 gals.).
 LX1642
 LX1642.The modeled gravity was interpolated from observed gravity values.
 LX1642
 LX1642;                    North         East    Units  Estimated Accuracy
 LX1642;SPC CT       -   234,830.      300,050.      MT  (+/- 180 meters Scaled)
 LX1642
 LX1642                          SUPERSEDED SURVEY CONTROL
 LX1642
 LX1642.No superseded survey control is available for this station.
 LX1642
 LX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM828049(NAD 83)
 LX1642_MARKER: DB = BENCH MARK DISK
 LX1642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1642_SP_SET: STAINLESS STEEL ROD
 LX1642_STAMPING: Y 51 1978
 LX1642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1642
 LX1642  HISTORY     - Date     Condition        Report By
 LX1642  HISTORY     - 1978     MONUMENTED       NGS
 LX1642
 LX1642                          STATION DESCRIPTION
 LX1642
 LX1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1642'3.9 MILE NW FROM MERIDEN.
 LX1642'1.4 MILE WEST ALONG WEST MAIN STREET, FROM THE COMMEMORATIVE WORLD
 LX1642'WAR MONUMENT AT THE JUNCTION OF STATE HIGHWAY 5 AND EAST AND WEST
 LX1642'MAIN STREET IN MERIDEN, THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY
 LX1642'71 TO THE MARK ON THE LEFT, SET IN THE CENTER OF THE Y JUNCTION
 LX1642'OF PARK DRIVE AND HIGHWAY 71, 35 FEET NORTHWEST OF THE CENTER LINE
 LX1642'OF HIGHWAY 71, 32 FEET NORTHEAST OF A 16 INCH MAPLE TREE, 17 FEET
 LX1642'SOUTHEAST OF THE CENTER LINE OF PARK DRIVE, 8.5 FEET WEST OF THE
 LX1642'CENTER OF A CATCH BASIN, 2 FEET SOUTHWEST OF POWER POLE NUMBER
 LX1642'53825.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2004 ***********************************************************************
 LX2004  DESIGNATION -  Y 53
 LX2004  PID         -  LX2004
 LX2004  STATE/COUNTY-  CT/LITCHFIELD
 LX2004  USGS QUAD   -  WINSTED (1984)
 LX2004
 LX2004                         *CURRENT SURVEY CONTROL
 LX2004  ___________________________________________________________________
 LX2004* NAD 83(1986)-  41 55 14.     (N)    073 04 15.     (W)     SCALED    
 LX2004* NAVD 88     -       219.385  (meters)     719.77   (feet)  ADJUSTED  
 LX2004  ___________________________________________________________________
 LX2004  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 LX2004  DYNAMIC HT  -         219.315 (meters)     719.54  (feet)  COMP
 LX2004  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 LX2004
 LX2004  VERT ORDER  -  FIRST     CLASS II
 LX2004
 LX2004.The horizontal coordinates were scaled from a topographic map and have
 LX2004.an estimated accuracy of +/- 6 seconds.
 LX2004
 LX2004.The orthometric height was determined by differential leveling
 LX2004.and adjusted by the National Geodetic Survey in June 1991..
 LX2004
 LX2004.The geoid height was determined by GEOID03.
 LX2004
 LX2004.The dynamic height is computed by dividing the NAVD 88
 LX2004.geopotential number by the normal gravity value computed on the
 LX2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2004.degrees latitude (g = 980.6199 gals.).
 LX2004
 LX2004.The modeled gravity was interpolated from observed gravity values.
 LX2004
 LX2004;                    North         East    Units  Estimated Accuracy
 LX2004;SPC CT       -   273,200.      278,190.      MT  (+/- 180 meters Scaled)
 LX2004
 LX2004                          SUPERSEDED SURVEY CONTROL
 LX2004
 LX2004.No superseded survey control is available for this station.
 LX2004
 LX2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM599427(NAD 83)
 LX2004_MARKER: DB = BENCH MARK DISK
 LX2004_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2004_SP_SET: ABUTMENT
 LX2004_STAMPING: Y 53 1984
 LX2004_MARK LOGO: NGS   
 LX2004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2004
 LX2004  HISTORY     - Date     Condition        Report By
 LX2004  HISTORY     - 1984     MONUMENTED       NGS
 LX2004  HISTORY     - 1985     GOOD             NGS
 LX2004
 LX2004                          STATION DESCRIPTION
 LX2004
 LX2004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2004'IN WINSTED.
 LX2004'IN WINSTED, AT THE JUNCTION OF U.S. HIGHWAY 44 (MAIN STRET) AND BRIDGE
 LX2004'STREET, 0.2 KM (0.15 MI) WEST OF THE POST OFFICE, IN TOP OF THE WEST
 LX2004'END OF THE SOUTH ABUTMENT OF THE BRIDGE STREET BRIDGE OVER A CREEK,
 LX2004'21.94 METERS (72.0 FT) SOUTH OF THE SOUTH CURB OF THE HIGHWAY,
 LX2004'2.50 METERS (8.2 FT) WEST OF THE WEST CURB OF BRIDGE STREET, 0.61
 LX2004'METER (2.0 FT) EAST OF THE EAST FACE OF THH WINSTED FURNITURE AND
 LX2004'DEACON COMPANY BUILDING.
 LX2004'THE MARK IS ABOVE LEVEL WITH STREET.
 LX2004
 LX2004                          STATION RECOVERY (1985)
 LX2004
 LX2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1885 ***********************************************************************
 LX1885  DESIGNATION -  Y 54
 LX1885  PID         -  LX1885
 LX1885  STATE/COUNTY-  CT/FAIRFIELD
 LX1885  USGS QUAD   -  BETHEL (1984)
 LX1885
 LX1885                         *CURRENT SURVEY CONTROL
 LX1885  ___________________________________________________________________
 LX1885* NAD 83(1986)-  41 19 49.     (N)    073 28 19.     (W)     SCALED    
 LX1885* NAVD 88     -       156.660  (meters)     513.98   (feet)  ADJUSTED  
 LX1885  ___________________________________________________________________
 LX1885  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX1885  DYNAMIC HT  -         156.605 (meters)     513.79  (feet)  COMP
 LX1885  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 LX1885
 LX1885  VERT ORDER  -  FIRST     CLASS II
 LX1885
 LX1885.The horizontal coordinates were scaled from a topographic map and have
 LX1885.an estimated accuracy of +/- 6 seconds.
 LX1885
 LX1885.The orthometric height was determined by differential leveling
 LX1885.and adjusted by the National Geodetic Survey in June 1991..
 LX1885
 LX1885.The geoid height was determined by GEOID03.
 LX1885
 LX1885.The dynamic height is computed by dividing the NAVD 88
 LX1885.geopotential number by the normal gravity value computed on the
 LX1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1885.degrees latitude (g = 980.6199 gals.).
 LX1885
 LX1885.The modeled gravity was interpolated from observed gravity values.
 LX1885
 LX1885;                    North         East    Units  Estimated Accuracy
 LX1885;SPC CT       -   207,840.      244,370.      MT  (+/- 180 meters Scaled)
 LX1885
 LX1885                          SUPERSEDED SURVEY CONTROL
 LX1885
 LX1885.No superseded survey control is available for this station.
 LX1885
 LX1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL278765(NAD 83)
 LX1885_MARKER: I = METAL ROD
 LX1885_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX1885+WITH SETTING: INFORMATION.
 LX1885_SP_SET: SHALLOW SET METAL ROD
 LX1885_STAMPING: Y 54 1984
 LX1885_MARK LOGO: NGS   
 LX1885_PROJECTION: FLUSH
 LX1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1885_ROD/PIPE-DEPTH: 2.7  meters
 LX1885
 LX1885  HISTORY     - Date     Condition        Report By
 LX1885  HISTORY     - 1984     MONUMENTED       NGS
 LX1885
 LX1885                          STATION DESCRIPTION
 LX1885
 LX1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1885'1.0 KM (0.6 MI) NE FROM RIDGEFIELD.
 LX1885'1.0 KM (0.6 MI) NORTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1885'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE RIGHT, ON THE
 LX1885'SOUTHWEST SIDE OF A BRICK PLANTER WITH SIGN (MAZDA R.E.M. INC.), WITH
 LX1885'A LARGE ROUND BMW SIGN IN THE CENTER OF THE PLANTER, 9.84 METERS
 LX1885'(32.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.82 METER
 LX1885'(2.7 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SIGN
 LX1885'FOUNDATION, 0.46 METER (1.5 FT) SOUTH-SOUTHWEST OF THE SIGN
 LX1885'FOUNDATION.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN
 LX1885'TO REFUSAL AND ANCHORED AT 2.7 METERS.
 LX1885'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2046 ***********************************************************************
 LX2046  DESIGNATION -  Y 55
 LX2046  PID         -  LX2046
 LX2046  STATE/COUNTY-  CT/HARTFORD
 LX2046  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2046
 LX2046                         *CURRENT SURVEY CONTROL
 LX2046  ___________________________________________________________________
 LX2046* NAD 83(1986)-  41 58 57.     (N)    072 40 35.     (W)     SCALED    
 LX2046* NAVD 88     -        47.631  (meters)     156.27   (feet)  ADJUSTED  
 LX2046  ___________________________________________________________________
 LX2046  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 LX2046  DYNAMIC HT  -          47.618 (meters)     156.23  (feet)  COMP
 LX2046  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 LX2046
 LX2046  VERT ORDER  -  FIRST     CLASS II
 LX2046
 LX2046.The horizontal coordinates were scaled from a topographic map and have
 LX2046.an estimated accuracy of +/- 6 seconds.
 LX2046
 LX2046.The orthometric height was determined by differential leveling
 LX2046.and adjusted by the National Geodetic Survey in June 1991..
 LX2046
 LX2046.The geoid height was determined by GEOID03.
 LX2046
 LX2046.The dynamic height is computed by dividing the NAVD 88
 LX2046.geopotential number by the normal gravity value computed on the
 LX2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2046.degrees latitude (g = 980.6199 gals.).
 LX2046
 LX2046.The modeled gravity was interpolated from observed gravity values.
 LX2046
 LX2046;                    North         East    Units  Estimated Accuracy
 LX2046;SPC CT       -   280,030.      310,900.      MT  (+/- 180 meters Scaled)
 LX2046
 LX2046                          SUPERSEDED SURVEY CONTROL
 LX2046
 LX2046.No superseded survey control is available for this station.
 LX2046
 LX2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM924504(NAD 83)
 LX2046_MARKER: DB = BENCH MARK DISK
 LX2046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2046_SP_SET: HEADWALL
 LX2046_STAMPING: Y 55 1984
 LX2046_MARK LOGO: NGS   
 LX2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2046+STABILITY: SURFACE MOTION
 LX2046
 LX2046  HISTORY     - Date     Condition        Report By
 LX2046  HISTORY     - 1984     MONUMENTED       NGS
 LX2046
 LX2046                          STATION DESCRIPTION
 LX2046
 LX2046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2046'2.2 KM (1.4 MI) WEST FROM SUFFIELD.
 LX2046'2.2 KM (1.4 MI) WEST ALONG STATE HIGHWAY 168 FROM THE JUNCTION OF
 LX2046'STATE HIGHWAY 75 IN SUFFIELD TO THE MARK ON THE LEFT, IN TOP OF THE
 LX2046'EAST END OF THE SOUTH HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.79
 LX2046'(19.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 17.06 METERS (56.0
 LX2046'FT) EAST OF THE CENTER OF A GRAVEL DRIVEWAY OF A TWO STORY HOUSE,
 LX2046'0.30 METER (1.0 FT) WEST OF THE EAST END OF THE HEADWALL.
 LX2046'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 LX2046'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1698 ***********************************************************************
 LW1698  DESIGNATION -  Y 56
 LW1698  PID         -  LW1698
 LW1698  STATE/COUNTY-  CT/WINDHAM
 LW1698  USGS QUAD   -  DANIELSON (1970)
 LW1698
 LW1698                         *CURRENT SURVEY CONTROL
 LW1698  ___________________________________________________________________
 LW1698* NAD 83(1986)-  41 46 48.     (N)    071 53 31.     (W)     SCALED    
 LW1698* NAVD 88     -        74.065  (meters)     242.99   (feet)  ADJUSTED  
 LW1698  ___________________________________________________________________
 LW1698  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LW1698  DYNAMIC HT  -          74.040 (meters)     242.91  (feet)  COMP
 LW1698  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 LW1698
 LW1698  VERT ORDER  -  FIRST     CLASS II
 LW1698
 LW1698.The horizontal coordinates were scaled from a topographic map and have
 LW1698.an estimated accuracy of +/- 6 seconds.
 LW1698
 LW1698.The orthometric height was determined by differential leveling
 LW1698.and adjusted by the National Geodetic Survey in June 1991..
 LW1698
 LW1698.The geoid height was determined by GEOID03.
 LW1698
 LW1698.The dynamic height is computed by dividing the NAVD 88
 LW1698.geopotential number by the normal gravity value computed on the
 LW1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1698.degrees latitude (g = 980.6199 gals.).
 LW1698
 LW1698.The modeled gravity was interpolated from observed gravity values.
 LW1698
 LW1698;                    North         East    Units  Estimated Accuracy
 LW1698;SPC CT       -   257,890.      376,130.      MT  (+/- 180 meters Scaled)
 LW1698
 LW1698                          SUPERSEDED SURVEY CONTROL
 LW1698
 LW1698.No superseded survey control is available for this station.
 LW1698
 LW1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG596293(NAD 83)
 LW1698_MARKER: DB = BENCH MARK DISK
 LW1698_SETTING: 66 = SET IN ROCK OUTCROP
 LW1698_SP_SET: ROCK OUTCROP
 LW1698_STAMPING: Y 56 1984
 LW1698_MARK LOGO: NGS   
 LW1698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1698+STABILITY: POSITION/ELEVATION WELL
 LW1698
 LW1698  HISTORY     - Date     Condition        Report By
 LW1698  HISTORY     - 1984     MONUMENTED       NGS
 LW1698  HISTORY     - 19961207 GOOD             USPSQD
 LW1698
 LW1698                          STATION DESCRIPTION
 LW1698
 LW1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1698'2.9 KM (1.8 MI) SOUTH FROM DANIELSON.
 LW1698'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 LW1698'DANIELSON TO THE MARK ON THE LEFT, IN TOP OF AND ABOUT CENTERED IN A
 LW1698'2.7 BY 0.9 METER (9-1/2 BY 3 FT) EXPOSED ROCK OUTCROP PROJECTING
 LW1698'0.3 METER (1.0 FT) ABOVE THE GROUND, 19.70 METERS (64.5 FT) EAST OF
 LW1698'THE CENTERLINE OF THE HIGHWAY, 31.39 METERS (103.0 FT) SOUTHEAST OF
 LW1698'THE CENTER OF THE JUNCTION OF THE SOUTH FORK JUNCTION OF SHEPARD HILL
 LW1698'ROAD, 14.17 METERS (46.5 FT) NORTHEAST OF POWER POLE 75, 5.33 METERS
 LW1698'(17.5 FT) SOUTHEAST OF A DOUBLE TRUNKED OAK TREE.
 LW1698'THE MARK IS 1.08 METERS  NW FROM A WITNESS POST.
 LW1698'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1698
 LW1698                          STATION RECOVERY (1996)
 LW1698
 LW1698'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1925 ***********************************************************************
 LX1925  DESIGNATION -  Y 57
 LX1925  PID         -  LX1925
 LX1925  STATE/COUNTY-  CT/LITCHFIELD
 LX1925  USGS QUAD   -  NEW MILFORD (1984)
 LX1925
 LX1925                         *CURRENT SURVEY CONTROL
 LX1925  ___________________________________________________________________
 LX1925* NAD 83(1986)-  41 35 41.     (N)    073 27 25.     (W)     SCALED    
 LX1925* NAVD 88     -        83.372  (meters)     273.53   (feet)  ADJUSTED  
 LX1925  ___________________________________________________________________
 LX1925  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 LX1925  DYNAMIC HT  -          83.343 (meters)     273.43  (feet)  COMP
 LX1925  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 LX1925
 LX1925  VERT ORDER  -  FIRST     CLASS II
 LX1925
 LX1925.The horizontal coordinates were scaled from a topographic map and have
 LX1925.an estimated accuracy of +/- 6 seconds.
 LX1925
 LX1925.The orthometric height was determined by differential leveling
 LX1925.and adjusted by the National Geodetic Survey in June 1991..
 LX1925
 LX1925.The geoid height was determined by GEOID03.
 LX1925
 LX1925.The dynamic height is computed by dividing the NAVD 88
 LX1925.geopotential number by the normal gravity value computed on the
 LX1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1925.degrees latitude (g = 980.6199 gals.).
 LX1925
 LX1925.The modeled gravity was interpolated from observed gravity values.
 LX1925
 LX1925;                    North         East    Units  Estimated Accuracy
 LX1925;SPC CT       -   237,200.      245,860.      MT  (+/- 180 meters Scaled)
 LX1925
 LX1925                          SUPERSEDED SURVEY CONTROL
 LX1925
 LX1925.No superseded survey control is available for this station.
 LX1925
 LX1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM286059(NAD 83)
 LX1925_MARKER: I = METAL ROD
 LX1925_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1925_SP_SET: STAINLESS STEEL ROD
 LX1925_STAMPING: Y 57 1984
 LX1925_MARK LOGO: NGS   
 LX1925_PROJECTION: FLUSH
 LX1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1925_ROD/PIPE-DEPTH: 8.2  meters
 LX1925
 LX1925  HISTORY     - Date     Condition        Report By
 LX1925  HISTORY     - 1984     MONUMENTED       NGS
 LX1925
 LX1925                          STATION DESCRIPTION
 LX1925
 LX1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1925'4.3 KM (2.7 MI) NORTH FROM NEW MILFORD.
 LX1925'4.3 KM (1.7 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF U.S.
 LX1925'HIGHWAY 202 AND STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE
 LX1925'LEFT, AT THE JUNCTION OF STATE HIGHWAY 37, 15.60 METERS (51.2 FT)
 LX1925'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 7, 9.87 METERS (32.4 FT)
 LX1925'SOUTH-SOUTHEAST OF THE CENTERLINE OF HIGHWAY 37, 12.07 METERS (39.6
 LX1925'FT) SOUTHEAST OF UTILITY POLE 4038, 6.52 METERS (21.4 FT) WEST OF THE
 LX1925'CENTER OF A STOP SIGN, 0.91 METER (3.0 FT) SOUTH-SOUTHEAST OF THE
 LX1925'CENTER OF A HIGHWAY SIGN (NEW MILFORD - DANBURY).
 LX1925'THE MARK IS 0.35 METERS  NE FROM A WITNESS POST.
 LX1925'THE MARK IS ABOVE LEVEL WITH HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1963 ***********************************************************************
 LX1963  DESIGNATION -  Y 58
 LX1963  PID         -  LX1963
 LX1963  STATE/COUNTY-  CT/LITCHFIELD
 LX1963  USGS QUAD   -  ELLSWORTH (1969)
 LX1963
 LX1963                         *CURRENT SURVEY CONTROL
 LX1963  ___________________________________________________________________
 LX1963* NAD 83(1986)-  41 49 50.     (N)    073 23 05.     (W)     SCALED    
 LX1963* NAVD 88     -       137.275  (meters)     450.38   (feet)  ADJUSTED  
 LX1963  ___________________________________________________________________
 LX1963  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX1963  DYNAMIC HT  -         137.227 (meters)     450.22  (feet)  COMP
 LX1963  MODELED GRAV-     980,269.0   (mgal)                       NAVD 88
 LX1963
 LX1963  VERT ORDER  -  FIRST     CLASS II
 LX1963
 LX1963.The horizontal coordinates were scaled from a topographic map and have
 LX1963.an estimated accuracy of +/- 6 seconds.
 LX1963
 LX1963.The orthometric height was determined by differential leveling
 LX1963.and adjusted by the National Geodetic Survey in June 1991..
 LX1963
 LX1963.The geoid height was determined by GEOID03.
 LX1963
 LX1963.The dynamic height is computed by dividing the NAVD 88
 LX1963.geopotential number by the normal gravity value computed on the
 LX1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1963.degrees latitude (g = 980.6199 gals.).
 LX1963
 LX1963.The modeled gravity was interpolated from observed gravity values.
 LX1963
 LX1963;                    North         East    Units  Estimated Accuracy
 LX1963;SPC CT       -   263,350.      252,080.      MT  (+/- 180 meters Scaled)
 LX1963
 LX1963                          SUPERSEDED SURVEY CONTROL
 LX1963
 LX1963.No superseded survey control is available for this station.
 LX1963
 LX1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM341322(NAD 83)
 LX1963_MARKER: DB = BENCH MARK DISK
 LX1963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1963_SP_SET: HEADWALL
 LX1963_STAMPING: Y 58 1984
 LX1963_MARK LOGO: NGS   
 LX1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1963+STABILITY: SURFACE MOTION
 LX1963
 LX1963  HISTORY     - Date     Condition        Report By
 LX1963  HISTORY     - 1984     MONUMENTED       NGS
 LX1963  HISTORY     - 1985     MARK NOT FOUND   NGS
 LX1963
 LX1963                          STATION DESCRIPTION
 LX1963
 LX1963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1963'1.9 KM (1.2 MI) NORTH FROM CORNWALL BRIDGE.
 LX1963'1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1963'CORNWALL BRIDGE TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF
 LX1963'THE WEST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 5.49 METERS (18.0
 LX1963'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.24 METERS (0.8 FT) NORTH
 LX1963'OF THE SOUTH END OF THE HEADWALL.
 LX1963'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 LX1963'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX1963
 LX1963                          STATION RECOVERY (1985)
 LX1963
 LX1963'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1963'NOT RECOVERED, BELIEVED DESTROYED DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1940 ***********************************************************************
 LX1940  DESIGNATION -  Y 59
 LX1940  PID         -  LX1940
 LX1940  STATE/COUNTY-  CT/LITCHFIELD
 LX1940  USGS QUAD   -  DOVER PLAINS (1984)
 LX1940
 LX1940                         *CURRENT SURVEY CONTROL
 LX1940  ___________________________________________________________________
 LX1940* NAD 83(1986)-  41 40 53.     (N)    073 30 21.     (W)     SCALED    
 LX1940* NAVD 88     -       111.245  (meters)     364.98   (feet)  ADJUSTED  
 LX1940  ___________________________________________________________________
 LX1940  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 LX1940  DYNAMIC HT  -         111.207 (meters)     364.85  (feet)  COMP
 LX1940  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 LX1940
 LX1940  VERT ORDER  -  FIRST     CLASS II
 LX1940
 LX1940.The horizontal coordinates were scaled from a topographic map and have
 LX1940.an estimated accuracy of +/- 6 seconds.
 LX1940
 LX1940.The orthometric height was determined by differential leveling
 LX1940.and adjusted by the National Geodetic Survey in June 1991..
 LX1940
 LX1940.The geoid height was determined by GEOID03.
 LX1940
 LX1940.The dynamic height is computed by dividing the NAVD 88
 LX1940.geopotential number by the normal gravity value computed on the
 LX1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1940.degrees latitude (g = 980.6199 gals.).
 LX1940
 LX1940.The modeled gravity was interpolated from observed gravity values.
 LX1940
 LX1940;                    North         East    Units  Estimated Accuracy
 LX1940;SPC CT       -   246,860.      241,870.      MT  (+/- 180 meters Scaled)
 LX1940
 LX1940                          SUPERSEDED SURVEY CONTROL
 LX1940
 LX1940.No superseded survey control is available for this station.
 LX1940
 LX1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM243154(NAD 83)
 LX1940_MARKER: DB = BENCH MARK DISK
 LX1940_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX1940_SP_SET: HEADWALL
 LX1940_STAMPING: Y 59 1984
 LX1940_MARK LOGO: NGS   
 LX1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1940+STABILITY: SURFACE MOTION
 LX1940
 LX1940  HISTORY     - Date     Condition        Report By
 LX1940  HISTORY     - 1984     MONUMENTED       NGS
 LX1940
 LX1940                          STATION DESCRIPTION
 LX1940
 LX1940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1940'0.6 KM (0.4 MI) NORTH FROM BULLS BRIDGE.
 LX1940'0.6 KM (0.4 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE INTERSECTION OF
 LX1940'BULLS BRIDGE ROAD IN BULLS BRIDGE TO THE MARK ON THE RIGHT, IN TOP OF
 LX1940'THE SOUTH END OF A CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY,
 LX1940'BETWEEN UTILITY POLES 558 AND 559, 4.42 METERS (14.5 FT) SOUTHEAST OF
 LX1940'THE CENTERLINE OF THE HIGHWAY, 13.81 METERS (45.3 FT) NORTH-NORTHEAST
 LX1940'OF UTILITY POLE 558.
 LX1940'THE MARK IS 0.70 METERS  NNE FROM A WITNESS POST.
 LX1940'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0480 ***********************************************************************
 LX0480  DESIGNATION -  Y 6
 LX0480  PID         -  LX0480
 LX0480  STATE/COUNTY-  CT/NEW HAVEN
 LX0480  USGS QUAD   -  BRANFORD (1984)
 LX0480
 LX0480                         *CURRENT SURVEY CONTROL
 LX0480  ___________________________________________________________________
 LX0480* NAD 83(1986)-  41 29 53.     (N)    072 48 51.     (W)     SCALED    
 LX0480* NAVD 88     -        26.865  (meters)      88.14   (feet)  POSTED    
 LX0480  ___________________________________________________________________
 LX0480  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX0480  DYNAMIC HT  -          26.860 (meters)      88.12  (feet)  COMP
 LX0480  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 LX0480
 LX0480  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0480
 LX0480.The horizontal coordinates were scaled from a topographic map and have
 LX0480.an estimated accuracy of +/- 6 seconds.
 LX0480
 LX0480.The orthometric height was determined by differential leveling
 LX0480.and adjusted by the National Geodetic Survey in 1992..
 LX0480.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0480.rate of 0.0 thru 1.0 mm/km.
 LX0480
 LX0480.The geoid height was determined by GEOID03.
 LX0480
 LX0480.The dynamic height is computed by dividing the NAVD 88
 LX0480.geopotential number by the normal gravity value computed on the
 LX0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0480.degrees latitude (g = 980.6199 gals.).
 LX0480
 LX0480.The modeled gravity was interpolated from observed gravity values.
 LX0480
 LX0480;                    North         East    Units  Estimated Accuracy
 LX0480;SPC CT       -   226,230.      299,440.      MT  (+/- 180 meters Scaled)
 LX0480
 LX0480                          SUPERSEDED SURVEY CONTROL
 LX0480
 LX0480  NGVD 29 (??/??/92)   27.160  (m)           89.11   (f) ADJ UNCH    1 2
 LX0480
 LX0480.Superseded values are not recommended for survey control.
 LX0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0480.See file dsdata.txt to determine how the superseded data were derived.
 LX0480
 LX0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL824963(NAD 83)
 LX0480_MARKER: DB = BENCH MARK DISK
 LX0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0480_SP_SET: BRIDGE
 LX0480_STAMPING: 89.107 Y 6
 LX0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0480
 LX0480  HISTORY     - Date     Condition        Report By
 LX0480  HISTORY     - UNK      MONUMENTED       CGS
 LX0480  HISTORY     - 1934     GOOD             NGS
 LX0480  HISTORY     - 1988     GOOD             USPSQD
 LX0480
 LX0480                          STATION DESCRIPTION
 LX0480
 LX0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LX0480'AT WALLINGFORD.
 LX0480'AT WALLINGFORD, NEW HAVEN COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0480'AND HARTFORD RAILROAD, 0.3 MILE SOUTH OF THE YALESVILLE FREIGHT
 LX0480'STATION, ON THE WEST SIDE OF MASONRY ARCH BRIDGE 15.66 OVER THE
 LX0480'WALLINGFORD-MERIDEN ROAD (THE VILLAGE OF YALESVILLE IS 0.6 MILE
 LX0480'SOUTHWEST OF THIS BRIDGE), ON THE CENTER STONE OF THE WEST
 LX0480'COPING, 8 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET LOWER THAN
 LX0480'THE TRACK.  A STANDARD DISK, STAMPED 89.107 Y 6.
 LX0480
 LX0480                          STATION RECOVERY (1988)
 LX0480
 LX0480'RECOVERY NOTE BY US POWER SQUADRON 1988 (RW)
 LX0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1719 ***********************************************************************
 LW1719  DESIGNATION -  Y 62
 LW1719  PID         -  LW1719
 LW1719  STATE/COUNTY-  CT/NEW LONDON
 LW1719  USGS QUAD   -  JEWETT CITY (1984)
 LW1719
 LW1719                         *CURRENT SURVEY CONTROL
 LW1719  ___________________________________________________________________
 LW1719* NAD 83(1986)-  41 33 30.     (N)    071 58 12.     (W)     SCALED    
 LW1719* NAVD 88     -        48.371  (meters)     158.70   (feet)  ADJUSTED  
 LW1719  ___________________________________________________________________
 LW1719  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 LW1719  DYNAMIC HT  -          48.355 (meters)     158.64  (feet)  COMP
 LW1719  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 LW1719
 LW1719  VERT ORDER  -  FIRST     CLASS II
 LW1719
 LW1719.The horizontal coordinates were scaled from a topographic map and have
 LW1719.an estimated accuracy of +/- 6 seconds.
 LW1719
 LW1719.The orthometric height was determined by differential leveling
 LW1719.and adjusted by the National Geodetic Survey in June 1991..
 LW1719
 LW1719.The geoid height was determined by GEOID03.
 LW1719
 LW1719.The dynamic height is computed by dividing the NAVD 88
 LW1719.geopotential number by the normal gravity value computed on the
 LW1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1719.degrees latitude (g = 980.6199 gals.).
 LW1719
 LW1719.The modeled gravity was interpolated from observed gravity values.
 LW1719
 LW1719;                    North         East    Units  Estimated Accuracy
 LW1719;SPC CT       -   233,210.      369,870.      MT  (+/- 180 meters Scaled)
 LW1719
 LW1719                          SUPERSEDED SURVEY CONTROL
 LW1719
 LW1719.No superseded survey control is available for this station.
 LW1719
 LW1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG523050(NAD 83)
 LW1719_MARKER: DB = BENCH MARK DISK
 LW1719_SETTING: 66 = SET IN ROCK OUTCROP
 LW1719_SP_SET: ROCK OUTCROP
 LW1719_STAMPING: Y 62 1984
 LW1719_MARK LOGO: NGS   
 LW1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1719+STABILITY: POSITION/ELEVATION WELL
 LW1719
 LW1719  HISTORY     - Date     Condition        Report By
 LW1719  HISTORY     - 1984     MONUMENTED       NGS
 LW1719  HISTORY     - 19901006 GOOD             USPSQD
 LW1719
 LW1719                          STATION DESCRIPTION
 LW1719
 LW1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1719'3.3 KM (2.05 MI) NORTH FROM PRESTON CITY.
 LW1719'3.3 KM (2.05 MI) NORTH ALONG STATE HIGHWAY 164 FROM THE JUNCTION OF
 LW1719'STATE HIGHWAY 165 IN PRESTON CITY TO THE MARK ON THE LEFT, IN TOP OF A
 LW1719'1.2 BY 3.4 METER (4 BY 11 FT) EXPOSED OUTCROP, 6.24 METERS (20.5 FT)
 LW1719'WEST OF THE CENTERLINE OF THE HIGHWAY, 8.38 METERS (27.5 FT) SOUTH OF
 LW1719'POWER POLE 380, 5.48 METERS (18.0 FT) SOUTH-SOUTHWEST OF A HIGHWAY
 LW1719'SIGN (45 M P H).
 LW1719'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 LW1719'THE MARK IS 0.91 M ABOVE HIGHWAY.
 LW1719
 LW1719                          STATION RECOVERY (1990)
 LW1719
 LW1719'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2088 ***********************************************************************
 LX2088  DESIGNATION -  Y 63
 LX2088  PID         -  LX2088
 LX2088  STATE/COUNTY-  CT/TOLLAND
 LX2088  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2088
 LX2088                         *CURRENT SURVEY CONTROL
 LX2088  ___________________________________________________________________
 LX2088* NAD 83(1986)-  41 57 29.     (N)    072 15 33.     (W)     SCALED    
 LX2088* NAVD 88     -       248.366  (meters)     814.85   (feet)  ADJUSTED  
 LX2088  ___________________________________________________________________
 LX2088  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 LX2088  DYNAMIC HT  -         248.287 (meters)     814.59  (feet)  COMP
 LX2088  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 LX2088
 LX2088  VERT ORDER  -  FIRST     CLASS II
 LX2088
 LX2088.The horizontal coordinates were scaled from a topographic map and have
 LX2088.an estimated accuracy of +/- 6 seconds.
 LX2088
 LX2088.The orthometric height was determined by differential leveling
 LX2088.and adjusted by the National Geodetic Survey in June 1991..
 LX2088
 LX2088.The geoid height was determined by GEOID03.
 LX2088
 LX2088.The dynamic height is computed by dividing the NAVD 88
 LX2088.geopotential number by the normal gravity value computed on the
 LX2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2088.degrees latitude (g = 980.6199 gals.).
 LX2088
 LX2088.The modeled gravity was interpolated from observed gravity values.
 LX2088
 LX2088;                    North         East    Units  Estimated Accuracy
 LX2088;SPC CT       -   277,430.      345,490.      MT  (+/- 180 meters Scaled)
 LX2088
 LX2088                          SUPERSEDED SURVEY CONTROL
 LX2088
 LX2088.No superseded survey control is available for this station.
 LX2088
 LX2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM271487(NAD 83)
 LX2088_MARKER: DB = BENCH MARK DISK
 LX2088_SETTING: 66 = SET IN ROCK OUTCROP
 LX2088_SP_SET: ROCK OUTCROP
 LX2088_STAMPING: Y 63 1984
 LX2088_MARK LOGO: NGS   
 LX2088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2088+STABILITY: POSITION/ELEVATION WELL
 LX2088
 LX2088  HISTORY     - Date     Condition        Report By
 LX2088  HISTORY     - 1984     MONUMENTED       NGS
 LX2088  HISTORY     - 20031002 GOOD             INDIV
 LX2088
 LX2088                          STATION DESCRIPTION
 LX2088
 LX2088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2088'4.3 KM (2.65 MI) EAST FROM STAFFORD SPRINGS.
 LX2088'4.3 KM (2.65 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2088'STAFFORD SPRINGS TO THE MARK ON THE RIGHT, IN TOP OF A SMALL ROCK CUT,
 LX2088'7.01 METERS (23.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2088'19.54 METERS (64.1 FT) SOUTH OF AND ACROSS THE HIGHWAY FROM UTILITY
 LX2088'POLE 3233, 0.82 METER (2.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 LX2088'CUT.
 LX2088'THE MARK IS 0.85 METERS  E FROM A WITNESS POST.
 LX2088'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX2088
 LX2088                          STATION RECOVERY (2003)
 LX2088
 LX2088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DKA)
 LX2088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2136 ***********************************************************************
 LX2136  DESIGNATION -  Y 64
 LX2136  PID         -  LX2136
 LX2136  STATE/COUNTY-  CT/NEW LONDON
 LX2136  USGS QUAD   -  WILLIMANTIC (1984)
 LX2136
 LX2136                         *CURRENT SURVEY CONTROL
 LX2136  ___________________________________________________________________
 LX2136* NAD 83(1986)-  41 38 59.     (N)    072 09 35.     (W)     SCALED    
 LX2136* NAVD 88     -        73.978  (meters)     242.71   (feet)  ADJUSTED  
 LX2136  ___________________________________________________________________
 LX2136  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX2136  DYNAMIC HT  -          73.952 (meters)     242.62  (feet)  COMP
 LX2136  MODELED GRAV-     980,272.1   (mgal)                       NAVD 88
 LX2136
 LX2136  VERT ORDER  -  FIRST     CLASS II
 LX2136
 LX2136.The horizontal coordinates were scaled from a topographic map and have
 LX2136.an estimated accuracy of +/- 6 seconds.
 LX2136
 LX2136.The orthometric height was determined by differential leveling
 LX2136.and adjusted by the National Geodetic Survey in June 1991..
 LX2136
 LX2136.The geoid height was determined by GEOID03.
 LX2136
 LX2136.The dynamic height is computed by dividing the NAVD 88
 LX2136.geopotential number by the normal gravity value computed on the
 LX2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2136.degrees latitude (g = 980.6199 gals.).
 LX2136
 LX2136.The modeled gravity was interpolated from observed gravity values.
 LX2136
 LX2136;                    North         East    Units  Estimated Accuracy
 LX2136;SPC CT       -   243,240.      353,970.      MT  (+/- 180 meters Scaled)
 LX2136
 LX2136                          SUPERSEDED SURVEY CONTROL
 LX2136
 LX2136.No superseded survey control is available for this station.
 LX2136
 LX2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM365147(NAD 83)
 LX2136_MARKER: DB = BENCH MARK DISK
 LX2136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2136_SP_SET: HEADWALL
 LX2136_STAMPING: Y 64 1984
 LX2136_MARK LOGO: NGS   
 LX2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2136+STABILITY: SURFACE MOTION
 LX2136
 LX2136  HISTORY     - Date     Condition        Report By
 LX2136  HISTORY     - 1984     MONUMENTED       NGS
 LX2136  HISTORY     - 19901008 GOOD             USPSQD
 LX2136
 LX2136                          STATION DESCRIPTION
 LX2136
 LX2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2136'2.5 KM (1.55 MI) NORTH FROM NORTH FRANKLIN.
 LX2136'2.5 KM (1.55 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX2136'STATE HIGHWAY 207 IN NORTH FRANKLIN TO THE MARK ON THE RIGHT, IN TOP
 LX2136'OF THE NORTH END OF THE EAST HEADWALL OF THE HIGHWAY BRIDGE OVER COLD
 LX2136'SPRING BROOK, 4.70 METERS (15.3 FT) EAST OF THE CENTERLINE OF THE
 LX2136'HIGHWAY, 0.18 METER (0.6 FT) SOUTH OF THE NORTH END OF THE EAST
 LX2136'HEADWALL OF THE BRIDGE.
 LX2136'THE MARK IS 0.73 METERS  S FROM A WITNESS POST.
 LX2136'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LX2136
 LX2136                          STATION RECOVERY (1990)
 LX2136
 LX2136'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2166 ***********************************************************************
 LX2166  DESIGNATION -  Y 65
 LX2166  PID         -  LX2166
 LX2166  STATE/COUNTY-  CT/TOLLAND
 LX2166  USGS QUAD   -  ROCKVILLE (1984)
 LX2166
 LX2166                         *CURRENT SURVEY CONTROL
 LX2166  ___________________________________________________________________
 LX2166* NAD 83(1986)-  41 47 23.     (N)    072 26 47.     (W)     SCALED    
 LX2166* NAVD 88     -       188.462  (meters)     618.31   (feet)  ADJUSTED  
 LX2166  ___________________________________________________________________
 LX2166  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 LX2166  DYNAMIC HT  -         188.398 (meters)     618.10  (feet)  COMP
 LX2166  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 LX2166
 LX2166  VERT ORDER  -  FIRST     CLASS II
 LX2166
 LX2166.The horizontal coordinates were scaled from a topographic map and have
 LX2166.an estimated accuracy of +/- 6 seconds.
 LX2166
 LX2166.The orthometric height was determined by differential leveling
 LX2166.and adjusted by the National Geodetic Survey in June 1991..
 LX2166
 LX2166.The geoid height was determined by GEOID03.
 LX2166
 LX2166.The dynamic height is computed by dividing the NAVD 88
 LX2166.geopotential number by the normal gravity value computed on the
 LX2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2166.degrees latitude (g = 980.6199 gals.).
 LX2166
 LX2166.The modeled gravity was interpolated from observed gravity values.
 LX2166
 LX2166;                    North         East    Units  Estimated Accuracy
 LX2166;SPC CT       -   258,660.      330,040.      MT  (+/- 180 meters Scaled)
 LX2166
 LX2166                          SUPERSEDED SURVEY CONTROL
 LX2166
 LX2166.No superseded survey control is available for this station.
 LX2166
 LX2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM121295(NAD 83)
 LX2166_MARKER: DB = BENCH MARK DISK
 LX2166_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2166_SP_SET: BRIDGE ABUTMENT
 LX2166_STAMPING: Y 65 1984
 LX2166_MARK LOGO: NGS   
 LX2166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2166+STABILITY: POSITION/ELEVATION WELL
 LX2166
 LX2166  HISTORY     - Date     Condition        Report By
 LX2166  HISTORY     - 1984     MONUMENTED       NGS
 LX2166  HISTORY     - 1986     GOOD             NGS
 LX2166
 LX2166                          STATION DESCRIPTION
 LX2166
 LX2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2166'7.6 KM (4.75 MI) NW FROM ANDOVER.
 LX2166'7.6 KM (4.75 MI) NORTHWEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE
 LX2166'IN ANDOVER TO THE MARK ON THE RIGHT, IN TOP OF THE WEST END OF THE
 LX2166'NORTH ABUTMENT OF THE NOTCH ROAD BRIDGE OVER THE ABANDONED RAILROAD,
 LX2166'14.63 METERS (48.0 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANE OF
 LX2166'THE HIGHWAY, 5.49 METERS (18.0 FT) WEST OF THE CENTER OF NOTCH ROAD.
 LX2166'THE MARK IS 0.18 M ABOVE NOTCH ROAD.
 LX2166
 LX2166                          STATION RECOVERY (1986)
 LX2166
 LX2166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2200 ***********************************************************************
 LX2200  DESIGNATION -  Y 66
 LX2200  PID         -  LX2200
 LX2200  STATE/COUNTY-  CT/HARTFORD
 LX2200  USGS QUAD   -  MIDDLETOWN (1992)
 LX2200
 LX2200                         *CURRENT SURVEY CONTROL
 LX2200  ___________________________________________________________________
 LX2200* NAD 83(1986)-  41 37 24.     (N)    072 44 07.     (W)     SCALED    
 LX2200* NAVD 88     -        35.483  (meters)     116.41   (feet)  ADJUSTED  
 LX2200  ___________________________________________________________________
 LX2200  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 LX2200  DYNAMIC HT  -          35.471 (meters)     116.37  (feet)  COMP
 LX2200  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 LX2200
 LX2200  VERT ORDER  -  FIRST     CLASS II
 LX2200
 LX2200.The horizontal coordinates were scaled from a topographic map and have
 LX2200.an estimated accuracy of +/- 6 seconds.
 LX2200
 LX2200.The orthometric height was determined by differential leveling
 LX2200.and adjusted by the National Geodetic Survey in June 1991..
 LX2200
 LX2200.The geoid height was determined by GEOID03.
 LX2200
 LX2200.The dynamic height is computed by dividing the NAVD 88
 LX2200.geopotential number by the normal gravity value computed on the
 LX2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2200.degrees latitude (g = 980.6199 gals.).
 LX2200
 LX2200.The modeled gravity was interpolated from observed gravity values.
 LX2200
 LX2200;                    North         East    Units  Estimated Accuracy
 LX2200;SPC CT       -   240,140.      306,030.      MT  (+/- 180 meters Scaled)
 LX2200
 LX2200                          SUPERSEDED SURVEY CONTROL
 LX2200
 LX2200.No superseded survey control is available for this station.
 LX2200
 LX2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM886104(NAD 83)
 LX2200_MARKER: DB = BENCH MARK DISK
 LX2200_SETTING: 66 = SET IN ROCK OUTCROP
 LX2200_SP_SET: ROCK OUTCROP
 LX2200_STAMPING: Y 66 1984
 LX2200_MARK LOGO: NGS   
 LX2200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2200+STABILITY: POSITION/ELEVATION WELL
 LX2200
 LX2200  HISTORY     - Date     Condition        Report By
 LX2200  HISTORY     - 1984     MONUMENTED       NGS
 LX2200  HISTORY     - 1986     GOOD             NGS
 LX2200
 LX2200                          STATION DESCRIPTION
 LX2200
 LX2200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2200'0.5 KM (0.3 MI) EAST FROM BERLIN.
 LX2200'0.5 KM (0.3 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2200'HIGHWAY 5 IN BERLIN TO THE MARK ON THE LEFT, NEAR THE BASE AND ABOUT
 LX2200'CENTER OF A LONG ROCK CUT, 10.06 METERS (33.0 FT) NORTHEAST OF THE
 LX2200'CENTERLINE OF THE HIGHWAY, 2.83 METERS (9.3 FT) NORTH OF THE NORTH
 LX2200'CORNER OF A METAL CATCH BASIN.
 LX2200'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 LX2200'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LX2200
 LX2200                          STATION RECOVERY (1986)
 LX2200
 LX2200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2194 ***********************************************************************
 LX2194  DESIGNATION -  Y 67
 LX2194  PID         -  LX2194
 LX2194  STATE/COUNTY-  CT/HARTFORD
 LX2194  USGS QUAD   -  NEW BRITAIN (1992)
 LX2194
 LX2194                         *CURRENT SURVEY CONTROL
 LX2194  ___________________________________________________________________
 LX2194* NAD 83(1986)-  41 37 56.     (N)    072 46 11.     (W)     SCALED    
 LX2194* NAVD 88     -        21.979  (meters)      72.11   (feet)  ADJUSTED  
 LX2194  ___________________________________________________________________
 LX2194  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX2194  DYNAMIC HT  -          21.972 (meters)      72.09  (feet)  COMP
 LX2194  MODELED GRAV-     980,312.8   (mgal)                       NAVD 88
 LX2194
 LX2194  VERT ORDER  -  FIRST     CLASS II
 LX2194
 LX2194.The horizontal coordinates were scaled from a topographic map and have
 LX2194.an estimated accuracy of +/- 6 seconds.
 LX2194
 LX2194.The orthometric height was determined by differential leveling
 LX2194.and adjusted by the National Geodetic Survey in June 1991..
 LX2194
 LX2194.The geoid height was determined by GEOID03.
 LX2194
 LX2194.The dynamic height is computed by dividing the NAVD 88
 LX2194.geopotential number by the normal gravity value computed on the
 LX2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2194.degrees latitude (g = 980.6199 gals.).
 LX2194
 LX2194.The modeled gravity was interpolated from observed gravity values.
 LX2194
 LX2194;                    North         East    Units  Estimated Accuracy
 LX2194;SPC CT       -   241,120.      303,160.      MT  (+/- 180 meters Scaled)
 LX2194
 LX2194                          SUPERSEDED SURVEY CONTROL
 LX2194
 LX2194.No superseded survey control is available for this station.
 LX2194
 LX2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM857113(NAD 83)
 LX2194_MARKER: DB = BENCH MARK DISK
 LX2194_SETTING: 66 = SET IN ROCK OUTCROP
 LX2194_SP_SET: ROCK OUTCROP
 LX2194_STAMPING: Y 67 1984
 LX2194_MARK LOGO: NGS   
 LX2194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2194+STABILITY: POSITION/ELEVATION WELL
 LX2194
 LX2194  HISTORY     - Date     Condition        Report By
 LX2194  HISTORY     - 1984     MONUMENTED       NGS
 LX2194
 LX2194                          STATION DESCRIPTION
 LX2194
 LX2194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2194'IN KENSINGTON.
 LX2194'IN KENSINGTON, 0.1 KM (0.05 MI) SOUTHWEST ALONG KENSINGTON ROAD FROM
 LX2194'THE FRONT ENTRANCE TO THE POST OFFICE, THENCE 0.2 KM (0.1 MI)
 LX2194'NORTHWEST ALONG BROOK STREET TO THE DAMSITE OF THE MATTABESSET RIVER,
 LX2194'THENCE CROSSING THE DAM, WHICH IS ABOUT 50 YARDS LONG TO THE ROCK
 LX2194'OUTCROP AT THE SOUTH END OF THE DAM, 0.45 METER (1.5 FT) EAST OF THE
 LX2194'TOP OF THE EAST EDGE OF THE DAM.
 LX2194'THE MARK IS 0.6 M BELOW TOP OF DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2232 ***********************************************************************
 LX2232  DESIGNATION -  Y 69
 LX2232  PID         -  LX2232
 LX2232  STATE/COUNTY-  CT/MIDDLESEX
 LX2232  USGS QUAD   -  DEEP RIVER (1971)
 LX2232
 LX2232                         *CURRENT SURVEY CONTROL
 LX2232  ___________________________________________________________________
 LX2232* NAD 83(1986)-  41 28 08.     (N)    072 29 15.     (W)     SCALED    
 LX2232* NAVD 88     -        25.117  (meters)      82.40   (feet)  ADJUSTED  
 LX2232  ___________________________________________________________________
 LX2232  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX2232  DYNAMIC HT  -          25.109 (meters)      82.38  (feet)  COMP
 LX2232  MODELED GRAV-     980,291.6   (mgal)                       NAVD 88
 LX2232
 LX2232  VERT ORDER  -  FIRST     CLASS II
 LX2232
 LX2232.The horizontal coordinates were scaled from a topographic map and have
 LX2232.an estimated accuracy of +/- 6 seconds.
 LX2232
 LX2232.The orthometric height was determined by differential leveling
 LX2232.and adjusted by the National Geodetic Survey in June 1991..
 LX2232
 LX2232.The geoid height was determined by GEOID03.
 LX2232
 LX2232.The dynamic height is computed by dividing the NAVD 88
 LX2232.geopotential number by the normal gravity value computed on the
 LX2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2232.degrees latitude (g = 980.6199 gals.).
 LX2232
 LX2232.The modeled gravity was interpolated from observed gravity values.
 LX2232
 LX2232;                    North         East    Units  Estimated Accuracy
 LX2232;SPC CT       -   223,020.      326,730.      MT  (+/- 180 meters Scaled)
 LX2232
 LX2232                          SUPERSEDED SURVEY CONTROL
 LX2232
 LX2232.No superseded survey control is available for this station.
 LX2232
 LX2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL098938(NAD 83)
 LX2232_MARKER: DB = BENCH MARK DISK
 LX2232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2232_SP_SET: HEADWALL
 LX2232_STAMPING: Y 69 1984
 LX2232_MARK LOGO: NGS   
 LX2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2232+STABILITY: SURFACE MOTION
 LX2232
 LX2232  HISTORY     - Date     Condition        Report By
 LX2232  HISTORY     - 1984     MONUMENTED       NGS
 LX2232  HISTORY     - 1989     GOOD             USPSQD
 LX2232  HISTORY     - 19900317 GOOD             USPSQD
 LX2232
 LX2232                          STATION DESCRIPTION
 LX2232
 LX2232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2232'1.1 KM (0.75 MI) SOUTH FROM HADDAM.
 LX2232'1.1 KM (0.75 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2232'HADDAM TO THE MARK ON THE RIGHT, 6.5 METERS (21.5 FT) SOUTH OF THE
 LX2232'CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHEAST OF POWER
 LX2232'POLE 497, 9.7 METERS (32.0 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY.
 LX2232'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2232
 LX2232                          STATION RECOVERY (1989)
 LX2232
 LX2232'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2232'RECOVERED IN GOOD CONDITION.
 LX2232
 LX2232                          STATION RECOVERY (1990)
 LX2232
 LX2232'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0606 ***********************************************************************
 LX0606  DESIGNATION -  Y 7
 LX0606  PID         -  LX0606
 LX0606  STATE/COUNTY-  CT/LITCHFIELD
 LX0606  USGS QUAD   -  THOMASTON (1976)
 LX0606
 LX0606                         *CURRENT SURVEY CONTROL
 LX0606  ___________________________________________________________________
 LX0606* NAD 83(1986)-  41 39 31.     (N)    073 06 34.     (W)     SCALED    
 LX0606* NAVD 88     -       130.073  (meters)     426.75   (feet)  POSTED    
 LX0606  ___________________________________________________________________
 LX0606  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 LX0606  DYNAMIC HT  -         130.030 (meters)     426.61  (feet)  COMP
 LX0606  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 LX0606
 LX0606  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0606
 LX0606.The horizontal coordinates were scaled from a topographic map and have
 LX0606.an estimated accuracy of +/- 6 seconds.
 LX0606
 LX0606.The orthometric height was determined by differential leveling
 LX0606.and adjusted by the National Geodetic Survey in 1992..
 LX0606.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0606.rate of 0.0 thru 1.0 mm/km.
 LX0606
 LX0606.The geoid height was determined by GEOID03.
 LX0606
 LX0606.The dynamic height is computed by dividing the NAVD 88
 LX0606.geopotential number by the normal gravity value computed on the
 LX0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0606.degrees latitude (g = 980.6199 gals.).
 LX0606
 LX0606.The modeled gravity was interpolated from observed gravity values.
 LX0606
 LX0606;                    North         East    Units  Estimated Accuracy
 LX0606;SPC CT       -   244,120.      274,860.      MT  (+/- 180 meters Scaled)
 LX0606
 LX0606                          SUPERSEDED SURVEY CONTROL
 LX0606
 LX0606  NGVD 29 (??/??/92)  130.331  (m)          427.59   (f) ADJ UNCH    1 2
 LX0606
 LX0606.Superseded values are not recommended for survey control.
 LX0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0606.See file dsdata.txt to determine how the superseded data were derived.
 LX0606
 LX0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM574136(NAD 83)
 LX0606_MARKER: DB = BENCH MARK DISK
 LX0606_SETTING: 66 = SET IN ROCK OUTCROP
 LX0606_SP_SET: GRANITE LEDGE
 LX0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0606+STABILITY: POSITION/ELEVATION WELL
 LX0606
 LX0606  HISTORY     - Date     Condition        Report By
 LX0606  HISTORY     - UNK      MONUMENTED       CGS
 LX0606  HISTORY     - 1923     GOOD             NGS
 LX0606  HISTORY     - 1934     MARK NOT FOUND   LOCSUR
 LX0606
 LX0606                          STATION DESCRIPTION
 LX0606
 LX0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0606'2.6 MI W FROM THOMASTON.
 LX0606'ABOUT 2.6 MILES WEST OF THOMASTON, LITCHFIELD COUNTY, ON THE
 LX0606'THOMASTON-MORRIS ROAD, 0.3 MILE EAST OF A ROAD CORNER AND AN
 LX0606'OLD MILL, AT THE BOTTOM AND WEST END OF A HILL, OPPOSITE THE
 LX0606'END OF A GUARD RAIL BETWEEN THE ROAD AND A RAVINE, ON THE WEST
 LX0606'SIDE OF THE ROAD, IN A GRANITE LEDGE.  A STANDARD DISK.
 LX0606
 LX0606                          STATION RECOVERY (1934)
 LX0606
 LX0606'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2307 ***********************************************************************
 LX2307  DESIGNATION -  Y 71
 LX2307  PID         -  LX2307
 LX2307  STATE/COUNTY-  CT/FAIRFIELD
 LX2307  USGS QUAD   -  BETHEL (1984)
 LX2307
 LX2307                         *CURRENT SURVEY CONTROL
 LX2307  ___________________________________________________________________
 LX2307* NAD 83(1986)-  41 17 11.     (N)    073 23 53.     (W)     SCALED    
 LX2307* NAVD 88     -       138.365  (meters)     453.95   (feet)  ADJUSTED  
 LX2307  ___________________________________________________________________
 LX2307  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX2307  DYNAMIC HT  -         138.318 (meters)     453.80  (feet)  COMP
 LX2307  MODELED GRAV-     980,284.4   (mgal)                       NAVD 88
 LX2307
 LX2307  VERT ORDER  -  FIRST     CLASS II
 LX2307
 LX2307.The horizontal coordinates were scaled from a topographic map and have
 LX2307.an estimated accuracy of +/- 6 seconds.
 LX2307
 LX2307.The orthometric height was determined by differential leveling
 LX2307.and adjusted by the National Geodetic Survey in June 1991..
 LX2307
 LX2307.The geoid height was determined by GEOID03.
 LX2307
 LX2307.The dynamic height is computed by dividing the NAVD 88
 LX2307.geopotential number by the normal gravity value computed on the
 LX2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2307.degrees latitude (g = 980.6199 gals.).
 LX2307
 LX2307.The modeled gravity was interpolated from observed gravity values.
 LX2307
 LX2307;                    North         East    Units  Estimated Accuracy
 LX2307;SPC CT       -   202,920.      250,510.      MT  (+/- 180 meters Scaled)
 LX2307
 LX2307                          SUPERSEDED SURVEY CONTROL
 LX2307
 LX2307.No superseded survey control is available for this station.
 LX2307
 LX2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL341717(NAD 83)
 LX2307_MARKER: DB = BENCH MARK DISK
 LX2307_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2307_SP_SET: HEADWALL OF CULVERT
 LX2307_STAMPING: Y 71 1985
 LX2307_MARK LOGO: NGS   
 LX2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2307+STABILITY: SURFACE MOTION
 LX2307
 LX2307  HISTORY     - Date     Condition        Report By
 LX2307  HISTORY     - 1985     MONUMENTED       NGS
 LX2307
 LX2307                          STATION DESCRIPTION
 LX2307
 LX2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2307'5.1 KM (3.2 MI) NORTH FROM GEORGETOWN.
 LX2307'5.1 KM (3.2 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2307'U.S. HIGHWAY 7 IN GEORGETOWN TO THE MARK ON THE RIGHT, 9.2 METERS
 LX2307'(30.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.4 METERS (41.0 FT)
 LX2307'SOUTHWEST OF THE CENTER OF GLEN HILL LANE.
 LX2307'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2335 ***********************************************************************
 LX2335  DESIGNATION -  Y 72
 LX2335  PID         -  LX2335
 LX2335  STATE/COUNTY-  CT/FAIRFIELD
 LX2335  USGS QUAD   -  LONG HILL (1984)
 LX2335
 LX2335                         *CURRENT SURVEY CONTROL
 LX2335  ___________________________________________________________________
 LX2335* NAD 83(1986)-  41 15 25.     (N)    073 13 08.     (W)     SCALED    
 LX2335* NAVD 88     -       129.719  (meters)     425.59   (feet)  ADJUSTED  
 LX2335  ___________________________________________________________________
 LX2335  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 LX2335  DYNAMIC HT  -         129.675 (meters)     425.44  (feet)  COMP
 LX2335  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 LX2335
 LX2335  VERT ORDER  -  FIRST     CLASS II
 LX2335
 LX2335.The horizontal coordinates were scaled from a topographic map and have
 LX2335.an estimated accuracy of +/- 6 seconds.
 LX2335
 LX2335.The orthometric height was determined by differential leveling
 LX2335.and adjusted by the National Geodetic Survey in June 1991..
 LX2335
 LX2335.The geoid height was determined by GEOID03.
 LX2335
 LX2335.The dynamic height is computed by dividing the NAVD 88
 LX2335.geopotential number by the normal gravity value computed on the
 LX2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2335.degrees latitude (g = 980.6199 gals.).
 LX2335
 LX2335.The modeled gravity was interpolated from observed gravity values.
 LX2335
 LX2335;                    North         East    Units  Estimated Accuracy
 LX2335;SPC CT       -   199,550.      265,510.      MT  (+/- 180 meters Scaled)
 LX2335
 LX2335                          SUPERSEDED SURVEY CONTROL
 LX2335
 LX2335.No superseded survey control is available for this station.
 LX2335
 LX2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL492688(NAD 83)
 LX2335_MARKER: I = METAL ROD
 LX2335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2335_SP_SET: STAINLESS STEEL ROD
 LX2335_STAMPING: Y 72 1985
 LX2335_MARK LOGO: NGS   
 LX2335_PROJECTION: FLUSH
 LX2335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2335_ROD/PIPE-DEPTH: 4.8  meters
 LX2335
 LX2335  HISTORY     - Date     Condition        Report By
 LX2335  HISTORY     - 1985     MONUMENTED       NGS
 LX2335
 LX2335                          STATION DESCRIPTION
 LX2335
 LX2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2335'IN TRUMBULL.
 LX2335'IN TRUMBULL, AT THE JUNCTION OF STATE HIGHWAYS 111 AND 127, IN FRONT
 LX2335'OF A WAR MEMORIAL, AT THE TOWN HALL, 17.68 METERS (58.0 FT) SOUTH OF
 LX2335'THE CENTERLINE OF HIGHWAY 127, 15.12 METERS (49.6 FT) NORTH-NORTHEAST
 LX2335'OF A FLAG POLE, 5.88 METERS (19.3 FT) NORTH-NORTHWEST OF THE CENTER OF
 LX2335'A GRANITE WAR MEMORIAL 2.44 METERS (8.0 FT) HIGH.  NOTE--ACCESS TO
 LX2335'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2335'THE MARK IS 0.91 M ABOVE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2599 ***********************************************************************
 LX2599  DESIGNATION -  Y 73
 LX2599  PID         -  LX2599
 LX2599  STATE/COUNTY-  CT/LITCHFIELD
 LX2599  USGS QUAD   -  NEW MILFORD (1984)
 LX2599
 LX2599                         *CURRENT SURVEY CONTROL
 LX2599  ___________________________________________________________________
 LX2599* NAD 83(1986)-  41 36 50.     (N)    073 24 01.     (W)     SCALED    
 LX2599* NAVD 88     -       116.209  (meters)     381.26   (feet)  ADJUSTED  
 LX2599  ___________________________________________________________________
 LX2599  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 LX2599  DYNAMIC HT  -         116.170 (meters)     381.13  (feet)  COMP
 LX2599  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 LX2599
 LX2599  VERT ORDER  -  FIRST     CLASS II
 LX2599
 LX2599.The horizontal coordinates were scaled from a topographic map and have
 LX2599.an estimated accuracy of +/- 6 seconds.
 LX2599
 LX2599.The orthometric height was determined by differential leveling
 LX2599.and adjusted by the National Geodetic Survey in June 1991..
 LX2599
 LX2599.The geoid height was determined by GEOID03.
 LX2599
 LX2599.The dynamic height is computed by dividing the NAVD 88
 LX2599.geopotential number by the normal gravity value computed on the
 LX2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2599.degrees latitude (g = 980.6199 gals.).
 LX2599
 LX2599.The modeled gravity was interpolated from observed gravity values.
 LX2599
 LX2599;                    North         East    Units  Estimated Accuracy
 LX2599;SPC CT       -   239,290.      250,600.      MT  (+/- 180 meters Scaled)
 LX2599
 LX2599                          SUPERSEDED SURVEY CONTROL
 LX2599
 LX2599.No superseded survey control is available for this station.
 LX2599
 LX2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM332081(NAD 83)
 LX2599_MARKER: DB = BENCH MARK DISK
 LX2599_SETTING: 66 = SET IN ROCK OUTCROP
 LX2599_SP_SET: ROCK OUTCROP
 LX2599_STAMPING: Y 73 1985
 LX2599_MARK LOGO: NGS   
 LX2599_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2599+STABILITY: POSITION/ELEVATION WELL
 LX2599
 LX2599  HISTORY     - Date     Condition        Report By
 LX2599  HISTORY     - 1985     MONUMENTED       NGS
 LX2599
 LX2599                          STATION DESCRIPTION
 LX2599
 LX2599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2599'4.3 KM (2.65 MI) NORTH FROM NEW MILFORD.
 LX2599'4.3 KM (2.65 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2599'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE LEFT, 9.4 METERS
 LX2599'(31.0 FT) NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24.3 METERS
 LX2599'(80.0 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 4.6 METERS (15.2 FT)
 LX2599'NORTHEAST OF POWER POLE NUMBER 116.
 LX2599'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2358 ***********************************************************************
 LX2358  DESIGNATION -  Y 74
 LX2358  PID         -  LX2358
 LX2358  STATE/COUNTY-  CT/FAIRFIELD
 LX2358  USGS QUAD   -  NEWTOWN (1984)
 LX2358
 LX2358                         *CURRENT SURVEY CONTROL
 LX2358  ___________________________________________________________________
 LX2358* NAD 83(1986)-  41 24 52.     (N)    073 18 05.     (W)     SCALED    
 LX2358* NAVD 88     -       140.065  (meters)     459.53   (feet)  ADJUSTED  
 LX2358  ___________________________________________________________________
 LX2358  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 LX2358  DYNAMIC HT  -         140.018 (meters)     459.38  (feet)  COMP
 LX2358  MODELED GRAV-     980,286.6   (mgal)                       NAVD 88
 LX2358
 LX2358  VERT ORDER  -  FIRST     CLASS II
 LX2358
 LX2358.The horizontal coordinates were scaled from a topographic map and have
 LX2358.an estimated accuracy of +/- 6 seconds.
 LX2358
 LX2358.The orthometric height was determined by differential leveling
 LX2358.and adjusted by the National Geodetic Survey in June 1991..
 LX2358
 LX2358.The geoid height was determined by GEOID03.
 LX2358
 LX2358.The dynamic height is computed by dividing the NAVD 88
 LX2358.geopotential number by the normal gravity value computed on the
 LX2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2358.degrees latitude (g = 980.6199 gals.).
 LX2358
 LX2358.The modeled gravity was interpolated from observed gravity values.
 LX2358
 LX2358;                    North         East    Units  Estimated Accuracy
 LX2358;SPC CT       -   217,080.      258,700.      MT  (+/- 180 meters Scaled)
 LX2358
 LX2358                          SUPERSEDED SURVEY CONTROL
 LX2358
 LX2358.No superseded survey control is available for this station.
 LX2358
 LX2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL419861(NAD 83)
 LX2358_MARKER: I = METAL ROD
 LX2358_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2358_SP_SET: STAINLESS STEEL ROD
 LX2358_STAMPING: Y 74 1985
 LX2358_MARK LOGO: NGS   
 LX2358_PROJECTION: FLUSH
 LX2358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2358_ROD/PIPE-DEPTH: 5.7  meters
 LX2358
 LX2358  HISTORY     - Date     Condition        Report By
 LX2358  HISTORY     - 1985     MONUMENTED       NGS
 LX2358  HISTORY     - 19910728 GOOD             USPSQD
 LX2358
 LX2358                          STATION DESCRIPTION
 LX2358
 LX2358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2358'IN NEWTOWN.
 LX2358'IN NEWTOWN, ALONG U.S. HIGHWAY 6, AT THE HAWLEY SCHOOL NEAR THE FLAG
 LX2358'POLE, 11.89 METERS (39.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CURB OF
 LX2358'THE HIGHWAY, 22.13 METERS (72.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 LX2358'OF THE SCHOOL, 15.06 METERS (49.4 FT) NORTH-NORTHEAST OF UTILITY POLE
 LX2358'357 WITH A STREET LAMP, 7.74 METERS (25.4 FT) NORTH-NORTHEAST OF A
 LX2358'SIGN (TAYLOR FIELD), 1.43 METERS (4.7 FT) SOUTHWEST OF THE WEST EDGE
 LX2358'OF A PARKING LOT, 1.22 METERS (4.0 FT) SOUTH-SOUTHEAST OF THE FLAG
 LX2358'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2358'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX2358
 LX2358                          STATION RECOVERY (1991)
 LX2358
 LX2358'RECOVERY NOTE BY US POWER SQUADRON 1991 (DB)
 LX2358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2666 ***********************************************************************
 LX2666  DESIGNATION -  Y 75
 LX2666  PID         -  LX2666
 LX2666  STATE/COUNTY-  CT/LITCHFIELD
 LX2666  USGS QUAD   -  CORNWALL (1984)
 LX2666
 LX2666                         *CURRENT SURVEY CONTROL
 LX2666  ___________________________________________________________________
 LX2666* NAD 83(1986)-  41 50 35.     (N)    073 18 04.     (W)     SCALED    
 LX2666* NAVD 88     -       352.169  (meters)    1155.41   (feet)  ADJUSTED  
 LX2666  ___________________________________________________________________
 LX2666  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 LX2666  DYNAMIC HT  -         352.042 (meters)    1154.99  (feet)  COMP
 LX2666  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 LX2666
 LX2666  VERT ORDER  -  FIRST     CLASS II
 LX2666
 LX2666.The horizontal coordinates were scaled from a topographic map and have
 LX2666.an estimated accuracy of +/- 6 seconds.
 LX2666
 LX2666.The orthometric height was determined by differential leveling
 LX2666.and adjusted by the National Geodetic Survey in June 1991..
 LX2666
 LX2666.The geoid height was determined by GEOID03.
 LX2666
 LX2666.The dynamic height is computed by dividing the NAVD 88
 LX2666.geopotential number by the normal gravity value computed on the
 LX2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2666.degrees latitude (g = 980.6199 gals.).
 LX2666
 LX2666.The modeled gravity was interpolated from observed gravity values.
 LX2666
 LX2666;                    North         East    Units  Estimated Accuracy
 LX2666;SPC CT       -   264,690.      259,030.      MT  (+/- 180 meters Scaled)
 LX2666
 LX2666                          SUPERSEDED SURVEY CONTROL
 LX2666
 LX2666.No superseded survey control is available for this station.
 LX2666
 LX2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM410337(NAD 83)
 LX2666_MARKER: DB = BENCH MARK DISK
 LX2666_SETTING: 66 = SET IN ROCK OUTCROP
 LX2666_SP_SET: ROCK OUTCROP
 LX2666_STAMPING: Y 75 1985
 LX2666_MARK LOGO: NGS   
 LX2666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2666+STABILITY: POSITION/ELEVATION WELL
 LX2666
 LX2666  HISTORY     - Date     Condition        Report By
 LX2666  HISTORY     - 1985     MONUMENTED       NGS
 LX2666
 LX2666                          STATION DESCRIPTION
 LX2666
 LX2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2666'1.0 KM (0.6 MI) SE FROM NORTH CORNERS.
 LX2666'1.0 KM (0.65 MI) SOUTHEAST ALONG STATE HIGHWAY 4 FROM THE JUNCTION OF
 LX2666'STATE HIGHWAY 43 IN NORTH CORNERS TO THE MARK ON THE RIGHT, IN TOP OF
 LX2666'THE ROCK OUTCROP ON THE NORTHWEST SIDE OF THE ENTRANCE DRIVE TO A
 LX2666'SINGLE STORY FRAME HOUSE NUMBER 209, 10.82 METERS (36.5 FT) SOUTHWEST
 LX2666'OF THE CENTER LINE OF THE HIGHWAY, 15.69 METERS (51.5 FT) NORTHWEST OF
 LX2666'THE CENTER OF THE ENTRANCE DRIVE, 26.26 METERS (86.5 FT)
 LX2666'WEST-SOUTHWEST OF POWER POLE NUMBER 3338.
 LX2666'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2666'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2484 ***********************************************************************
 LX2484  DESIGNATION -  Y 77
 LX2484  PID         -  LX2484
 LX2484  STATE/COUNTY-  CT/NEW HAVEN
 LX2484  USGS QUAD   -  WATERBURY (1984)
 LX2484
 LX2484                         *CURRENT SURVEY CONTROL
 LX2484  ___________________________________________________________________
 LX2484* NAD 83(1986)-  41 34 45.     (N)    073 02 57.     (W)     SCALED    
 LX2484* NAVD 88     -        89.490  (meters)     293.60   (feet)  ADJUSTED  
 LX2484  ___________________________________________________________________
 LX2484  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2484  DYNAMIC HT  -          89.461 (meters)     293.51  (feet)  COMP
 LX2484  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 LX2484
 LX2484  VERT ORDER  -  FIRST     CLASS II
 LX2484
 LX2484.The horizontal coordinates were scaled from a topographic map and have
 LX2484.an estimated accuracy of +/- 6 seconds.
 LX2484
 LX2484.The orthometric height was determined by differential leveling
 LX2484.and adjusted by the National Geodetic Survey in June 1991..
 LX2484
 LX2484.The geoid height was determined by GEOID03.
 LX2484
 LX2484.The dynamic height is computed by dividing the NAVD 88
 LX2484.geopotential number by the normal gravity value computed on the
 LX2484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2484.degrees latitude (g = 980.6199 gals.).
 LX2484
 LX2484.The modeled gravity was interpolated from observed gravity values.
 LX2484
 LX2484;                    North         East    Units  Estimated Accuracy
 LX2484;SPC CT       -   235,280.      279,850.      MT  (+/- 180 meters Scaled)
 LX2484
 LX2484                          SUPERSEDED SURVEY CONTROL
 LX2484
 LX2484.No superseded survey control is available for this station.
 LX2484
 LX2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM626048(NAD 83)
 LX2484_MARKER: DB = BENCH MARK DISK
 LX2484_SETTING: 66 = SET IN ROCK OUTCROP
 LX2484_SP_SET: ROCK OUTCROP
 LX2484_STAMPING: Y 77 1985
 LX2484_MARK LOGO: NGS   
 LX2484_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2484+STABILITY: POSITION/ELEVATION WELL
 LX2484
 LX2484  HISTORY     - Date     Condition        Report By
 LX2484  HISTORY     - 1985     MONUMENTED       NGS
 LX2484
 LX2484                          STATION DESCRIPTION
 LX2484
 LX2484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2484'2.6 KM (1.6 MI) NORTH FROM WATERBURY.
 LX2484'2.6 KM (1.6 MI) NORTH ALONG THOMASTON AVENUE FROM THE JUNCTION OF WEST
 LX2484'MAIN STREET IN WATERBURY TO THE MARK ON THE RIGHT, SET VERTICALLY IN A
 LX2484'ROCK OUTCROP, ALSO 0.6 KM (0.4 MI) SOUTH ALONG THOMASTON AVENUE FROM
 LX2484'THE JUNCTION OF HOMER STREET IN WATERVILLE, 9.75 METERS (32.0 FT) EAST
 LX2484'OF THE CENTERLINE OF THE AVENUE, 2.90 METERS (9.5 FT) NORTHEAST OF
 LX2484'UTILITY POLE F2851, 0.21 METER (0.7 FT) NORTH OF THE SOUTH EDGE OF THE
 LX2484'ROCK.
 LX2484'THE MARK IS 1.5 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2866 ***********************************************************************
 LX2866  DESIGNATION -  Y 78
 LX2866  PID         -  LX2866
 LX2866  STATE/COUNTY-  CT/NEW HAVEN
 LX2866  USGS QUAD   -  BRANFORD (1984)
 LX2866
 LX2866                         *CURRENT SURVEY CONTROL
 LX2866  ___________________________________________________________________
 LX2866* NAD 83(1986)-  41 23 37.     (N)    072 48 22.     (W)     SCALED    
 LX2866* NAVD 88     -        46.394  (meters)     152.21   (feet)  ADJUSTED  
 LX2866  ___________________________________________________________________
 LX2866  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX2866  DYNAMIC HT  -          46.379 (meters)     152.16  (feet)  COMP
 LX2866  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 LX2866
 LX2866  VERT ORDER  -  FIRST     CLASS II
 LX2866
 LX2866.The horizontal coordinates were scaled from a topographic map and have
 LX2866.an estimated accuracy of +/- 6 seconds.
 LX2866
 LX2866.The orthometric height was determined by differential leveling
 LX2866.and adjusted by the National Geodetic Survey in June 1991..
 LX2866
 LX2866.The geoid height was determined by GEOID03.
 LX2866
 LX2866.The dynamic height is computed by dividing the NAVD 88
 LX2866.geopotential number by the normal gravity value computed on the
 LX2866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2866.degrees latitude (g = 980.6199 gals.).
 LX2866
 LX2866.The modeled gravity was interpolated from observed gravity values.
 LX2866
 LX2866;                    North         East    Units  Estimated Accuracy
 LX2866;SPC CT       -   214,630.      300,110.      MT  (+/- 180 meters Scaled)
 LX2866
 LX2866                          SUPERSEDED SURVEY CONTROL
 LX2866
 LX2866.No superseded survey control is available for this station.
 LX2866
 LX2866_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL834847(NAD 83)
 LX2866_MARKER: I = METAL ROD
 LX2866_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2866+WITH SETTING: INFORMATION.
 LX2866_SP_SET: SHALLOW-SET METAL ROD
 LX2866_STAMPING: Y 78 1985
 LX2866_MARK LOGO: NGS   
 LX2866_PROJECTION: FLUSH
 LX2866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2866_ROD/PIPE-DEPTH: 2.8  meters
 LX2866
 LX2866  HISTORY     - Date     Condition        Report By
 LX2866  HISTORY     - 1985     MONUMENTED       NGS
 LX2866
 LX2866                          STATION DESCRIPTION
 LX2866
 LX2866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2866'1.4 KM (0.85 MI) WEST FROM NORTHFORD.
 LX2866'1.4 KM (0.85 MI) WEST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF
 LX2866'STATE HIGHWAY 17 IN NORTHFORD TO THE MARK ON THE RIGHT, ON THE BANK
 LX2866'FORMED BY THE HIGHWAY AND GREAT OAK ROAD THAT PARALELLS THE HIGHWAY,
 LX2866'10.06 METERS (33.0 FT) NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.23
 LX2866'METERS (27.0 FT) SOUTH OF THE CENTER OF GREAT OAK ROAD, 9.60 METERS
 LX2866'(31.5 FT) WEST OF UTILITY POLE NUMBER 779, 0.46 METER (1.5 FT) SOUTH
 LX2866'OF THE BASE OF THE GUY WIRE FOR THE UTILITY POLE.  NOTE--SEVERAL
 LX2866'ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND
 LX2866'ANCHORED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LX2866'CAP.
 LX2866'THE MARK IS 0.45 METERS  E FROM  A WITNESS POST
 LX2866'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2565 ***********************************************************************
 LX2565  DESIGNATION -  Y 79
 LX2565  PID         -  LX2565
 LX2565  STATE/COUNTY-  CT/LITCHFIELD
 LX2565  USGS QUAD   -  NEW PRESTON (1984)
 LX2565
 LX2565                         *CURRENT SURVEY CONTROL
 LX2565  ___________________________________________________________________
 LX2565* NAD 83(1986)-  41 37 31.     (N)    073 18 24.     (W)     SCALED    
 LX2565* NAVD 88     -       202.725  (meters)     665.11   (feet)  ADJUSTED  
 LX2565  ___________________________________________________________________
 LX2565  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 LX2565  DYNAMIC HT  -         202.656 (meters)     664.88  (feet)  COMP
 LX2565  MODELED GRAV-     980,274.6   (mgal)                       NAVD 88
 LX2565
 LX2565  VERT ORDER  -  FIRST     CLASS II
 LX2565
 LX2565.The horizontal coordinates were scaled from a topographic map and have
 LX2565.an estimated accuracy of +/- 6 seconds.
 LX2565
 LX2565.The orthometric height was determined by differential leveling
 LX2565.and adjusted by the National Geodetic Survey in June 1991..
 LX2565
 LX2565.The geoid height was determined by GEOID03.
 LX2565
 LX2565.The dynamic height is computed by dividing the NAVD 88
 LX2565.geopotential number by the normal gravity value computed on the
 LX2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2565.degrees latitude (g = 980.6199 gals.).
 LX2565
 LX2565.The modeled gravity was interpolated from observed gravity values.
 LX2565
 LX2565;                    North         East    Units  Estimated Accuracy
 LX2565;SPC CT       -   240,500.      258,410.      MT  (+/- 180 meters Scaled)
 LX2565
 LX2565                          SUPERSEDED SURVEY CONTROL
 LX2565
 LX2565.No superseded survey control is available for this station.
 LX2565
 LX2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM410095(NAD 83)
 LX2565_MARKER: I = METAL ROD
 LX2565_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2565+WITH SETTING: INFORMATION.
 LX2565_SP_SET: SHALLOW-SET METAL ROD
 LX2565_STAMPING: Y 79 1985
 LX2565_MARK LOGO: NGS   
 LX2565_PROJECTION: FLUSH
 LX2565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2565_ROD/PIPE-DEPTH: 2.1  meters
 LX2565
 LX2565  HISTORY     - Date     Condition        Report By
 LX2565  HISTORY     - 1985     MONUMENTED       NGS
 LX2565
 LX2565                          STATION DESCRIPTION
 LX2565
 LX2565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2565'2.0 KM (1.25 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2565'2.0 KM (1.25 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2565'WASHINGTON DEPOT TO THE MARK ON THE LEFT, 16.0 METERS (52.8 FT)
 LX2565'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5.7 METERS (19.0 FT) NORTH
 LX2565'OF THE CENTER OF A DRIVEWAY, 0.45 METER (1.5 FT) SOUTH OF POWER POLE
 LX2565'7900. NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 LX2565'REFUSAL AND ANCHORED AT 2.1 METERS.  NOTE--ACCESS TO DATUM POINT IS
 LX2565'HAD THROUGH A 5-INCH LOGO CAP.
 LX2565'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0496 ***********************************************************************
 LX0496  DESIGNATION -  Y 8
 LX0496  PID         -  LX0496
 LX0496  STATE/COUNTY-  CT/HARTFORD
 LX0496  USGS QUAD   -  MANCHESTER (1992)
 LX0496
 LX0496                         *CURRENT SURVEY CONTROL
 LX0496  ___________________________________________________________________
 LX0496* NAD 83(1986)-  41 47 36.     (N)    072 31 33.     (W)     SCALED    
 LX0496* NAVD 88     -        54.151  (meters)     177.66   (feet)  ADJUSTED  
 LX0496  ___________________________________________________________________
 LX0496  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX0496  DYNAMIC HT  -          54.133 (meters)     177.60  (feet)  COMP
 LX0496  MODELED GRAV-     980,303.1   (mgal)                       NAVD 88
 LX0496
 LX0496  VERT ORDER  -  FIRST     CLASS II
 LX0496
 LX0496.The horizontal coordinates were scaled from a topographic map and have
 LX0496.an estimated accuracy of +/- 6 seconds.
 LX0496
 LX0496.The orthometric height was determined by differential leveling
 LX0496.and adjusted by the National Geodetic Survey in June 1991..
 LX0496
 LX0496.The geoid height was determined by GEOID03.
 LX0496
 LX0496.The dynamic height is computed by dividing the NAVD 88
 LX0496.geopotential number by the normal gravity value computed on the
 LX0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0496.degrees latitude (g = 980.6199 gals.).
 LX0496
 LX0496.The modeled gravity was interpolated from observed gravity values.
 LX0496
 LX0496;                    North         East    Units  Estimated Accuracy
 LX0496;SPC CT       -   259,040.      323,430.      MT  (+/- 180 meters Scaled)
 LX0496
 LX0496                          SUPERSEDED SURVEY CONTROL
 LX0496
 LX0496  NGVD 29 (??/??/92)   54.394  (m)          178.46   (f) ADJ UNCH    1 2
 LX0496
 LX0496.Superseded values are not recommended for survey control.
 LX0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0496.See file dsdata.txt to determine how the superseded data were derived.
 LX0496
 LX0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM055297(NAD 83)
 LX0496_MARKER: DB = BENCH MARK DISK
 LX0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0496_STAMPING: 178.458 FT Y 8 1923
 LX0496_MARK LOGO: CGS   
 LX0496_PROJECTION: FLUSH
 LX0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0496+STABILITY: SURFACE MOTION
 LX0496
 LX0496  HISTORY     - Date     Condition        Report By
 LX0496  HISTORY     - 1923     MONUMENTED       CGS
 LX0496  HISTORY     - 1951     GOOD             NGS
 LX0496  HISTORY     - 1971     GOOD             CTGS
 LX0496  HISTORY     - 1984     GOOD             USPSQD
 LX0496  HISTORY     - 1984     GOOD             NGS
 LX0496  HISTORY     - 1988     POOR             USPSQD
 LX0496
 LX0496                          STATION DESCRIPTION
 LX0496
 LX0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0496'AT MANCHESTER.
 LX0496'AT MANCHESTER, HARTFORD COUNTY, ON THE NEW YORK, NEW HAVEN
 LX0496'AND HARTFORD RAILROAD, 4 YARDS WEST OF THE RANGE OF THE WEST LINE
 LX0496'OF THE STATION, 95 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN-LINE
 LX0496'TRACK, 10 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE BRANCH-LINE
 LX0496'TRACK TO SOUTH MANCHESTER, 17 FEET SOUTHWEST OF A POLE USED TO
 LX0496'GUY POLE WUT 108-32, 7 FEET EAST OF A POLE USED TO GUY ME CO.
 LX0496'POLE 96, 7 FEET NORTHWEST OF A WIRE FENCE AROUND A LUMBER YARD,
 LX0496'AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LX0496'178.458 FT Y 8 1923 AND SET IN THE TOP OF A CONCRETE POST.
 LX0496
 LX0496                          STATION RECOVERY (1971)
 LX0496
 LX0496'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX0496'RECOVERED IN GOOD CONDITION.
 LX0496
 LX0496                          STATION RECOVERY (1984)
 LX0496
 LX0496'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0496'RECOVERED IN GOOD CONDITION.
 LX0496
 LX0496                          STATION RECOVERY (1984)
 LX0496
 LX0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0496'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN MANCHESTER,
 LX0496'0.1 KM (0.05 MI) SOUTHEAST ALONG A CONRAIL RAILROAD SPUR TRACK FROM
 LX0496'THE INTERSECTION OF NORTH MAIN STREET TO THE MARK ON THE LEFT,
 LX0496'6.82 METERS (22.4 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 1.03 METERS
 LX0496'(3.4 FT) NORTHEAST OF UTILITY BRACE POLE 5272.
 LX0496'THE MARK IS 0.18 METERS  N FROM A WITNESS POST.
 LX0496'THE MARK IS 0.30 M ABOVE TRACKS.
 LX0496
 LX0496                          STATION RECOVERY (1988)
 LX0496
 LX0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0496'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2534 ***********************************************************************
 LX2534  DESIGNATION -  Y 80
 LX2534  PID         -  LX2534
 LX2534  STATE/COUNTY-  CT/LITCHFIELD
 LX2534  USGS QUAD   -  CORNWALL (1984)
 LX2534
 LX2534                         *CURRENT SURVEY CONTROL
 LX2534  ___________________________________________________________________
 LX2534* NAD 83(1986)-  41 47 37.     (N)    073 22 03.     (W)     SCALED    
 LX2534* NAVD 88     -       293.900  (meters)     964.24   (feet)  ADJUSTED  
 LX2534  ___________________________________________________________________
 LX2534  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 LX2534  DYNAMIC HT  -         293.799 (meters)     963.91  (feet)  COMP
 LX2534  MODELED GRAV-     980,270.2   (mgal)                       NAVD 88
 LX2534
 LX2534  VERT ORDER  -  FIRST     CLASS II
 LX2534
 LX2534.The horizontal coordinates were scaled from a topographic map and have
 LX2534.an estimated accuracy of +/- 6 seconds.
 LX2534
 LX2534.The orthometric height was determined by differential leveling
 LX2534.and adjusted by the National Geodetic Survey in June 1991..
 LX2534
 LX2534.The geoid height was determined by GEOID03.
 LX2534
 LX2534.The dynamic height is computed by dividing the NAVD 88
 LX2534.geopotential number by the normal gravity value computed on the
 LX2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2534.degrees latitude (g = 980.6199 gals.).
 LX2534
 LX2534.The modeled gravity was interpolated from observed gravity values.
 LX2534
 LX2534;                    North         East    Units  Estimated Accuracy
 LX2534;SPC CT       -   259,230.      253,480.      MT  (+/- 180 meters Scaled)
 LX2534
 LX2534                          SUPERSEDED SURVEY CONTROL
 LX2534
 LX2534.No superseded survey control is available for this station.
 LX2534
 LX2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM356281(NAD 83)
 LX2534_MARKER: I = METAL ROD
 LX2534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2534_SP_SET: STAINLESS STEEL ROD
 LX2534_STAMPING: Y 80 1985
 LX2534_MARK LOGO: NGS   
 LX2534_PROJECTION: FLUSH
 LX2534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2534_ROD/PIPE-DEPTH: 5.2  meters
 LX2534
 LX2534  HISTORY     - Date     Condition        Report By
 LX2534  HISTORY     - 1985     MONUMENTED       NGS
 LX2534
 LX2534                          STATION DESCRIPTION
 LX2534
 LX2534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2534'5.9 KM (3.65 MI) NORTH FROM WARREN.
 LX2534'5.9 KM (3.65 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2534'WARREN TO THE MARK ON THE LEFT, 7.2 METERS (23.5 FT) SOUTHWEST OF THE
 LX2534'CENTERLINE OF THE HIGHWAY, 0.40 METER (1.3 FT) SOUTHWEST OF POWER POLE
 LX2534'A 7307.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2534'THE MARK IS 0.60 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2778 ***********************************************************************
 LX2778  DESIGNATION -  Y 81
 LX2778  PID         -  LX2778
 LX2778  STATE/COUNTY-  CT/HARTFORD
 LX2778  USGS QUAD   -  NEW BRITAIN (1992)
 LX2778
 LX2778                         *CURRENT SURVEY CONTROL
 LX2778  ___________________________________________________________________
 LX2778* NAD 83(1986)-  41 43 23.     (N)    072 46 15.     (W)     SCALED    
 LX2778* NAVD 88     -        75.479  (meters)     247.63   (feet)  ADJUSTED  
 LX2778  ___________________________________________________________________
 LX2778  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 LX2778  DYNAMIC HT  -          75.457 (meters)     247.56  (feet)  COMP
 LX2778  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 LX2778
 LX2778  VERT ORDER  -  FIRST     CLASS II
 LX2778
 LX2778.The horizontal coordinates were scaled from a topographic map and have
 LX2778.an estimated accuracy of +/- 6 seconds.
 LX2778
 LX2778.The orthometric height was determined by differential leveling
 LX2778.and adjusted by the National Geodetic Survey in June 1991..
 LX2778
 LX2778.The geoid height was determined by GEOID03.
 LX2778
 LX2778.The dynamic height is computed by dividing the NAVD 88
 LX2778.geopotential number by the normal gravity value computed on the
 LX2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2778.degrees latitude (g = 980.6199 gals.).
 LX2778
 LX2778.The modeled gravity was interpolated from observed gravity values.
 LX2778
 LX2778;                    North         East    Units  Estimated Accuracy
 LX2778;SPC CT       -   251,210.      303,070.      MT  (+/- 180 meters Scaled)
 LX2778
 LX2778                          SUPERSEDED SURVEY CONTROL
 LX2778
 LX2778.No superseded survey control is available for this station.
 LX2778
 LX2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM854214(NAD 83)
 LX2778_MARKER: DB = BENCH MARK DISK
 LX2778_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2778_SP_SET: BRIDGE ABUTMENT
 LX2778_STAMPING: Y 81 1985
 LX2778_MARK LOGO: NGS   
 LX2778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2778
 LX2778  HISTORY     - Date     Condition        Report By
 LX2778  HISTORY     - 1985     MONUMENTED       NGS
 LX2778
 LX2778                          STATION DESCRIPTION
 LX2778
 LX2778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2778'1.1 KM (0.7 MI) WSW FROM WEST HARTFORD.
 LX2778'1.1 KM (0.7 MI) WEST-SOUTHWEST ALONG SOUTH ROAD FROM THE JUNCTION OF
 LX2778'STATE HIGHWAY 71 IN WEST HARTFORD TO THE MARK ON THE RIGHT, IN TOP OF
 LX2778'THE WEST END OF THE NORTH WALKWAY (ALSO ABUTMENT) OF AN OVERPASS
 LX2778'BRIDGE OVER AN INCOMPLETED ABANDONED HIGHWAY, 4.94 METERS (16.2 FT)
 LX2778'NORTH-NORTHEAST OF THE CENTER LINE OF SOUTH ROAD, 0.18 METER (0.6 FT)
 LX2778'SOUTH-SOUTHWEST OF THE SOUTHWEST FACE OF THE BRIDGE GUARDRAIL.
 LX2778'THE MARK IS 0.30 M ABOVE SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2768 ***********************************************************************
 LX2768  DESIGNATION -  Y 83
 LX2768  PID         -  LX2768
 LX2768  STATE/COUNTY-  CT/HARTFORD
 LX2768  USGS QUAD   -  BRISTOL (1984)
 LX2768
 LX2768                         *CURRENT SURVEY CONTROL
 LX2768  ___________________________________________________________________
 LX2768* NAD 83(1986)-  41 44 53.     (N)    072 53 11.     (W)     SCALED    
 LX2768* NAVD 88     -        96.995  (meters)     318.22   (feet)  ADJUSTED  
 LX2768  ___________________________________________________________________
 LX2768  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 LX2768  DYNAMIC HT  -          96.967 (meters)     318.13  (feet)  COMP
 LX2768  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 LX2768
 LX2768  VERT ORDER  -  FIRST     CLASS II
 LX2768
 LX2768.The horizontal coordinates were scaled from a topographic map and have
 LX2768.an estimated accuracy of +/- 6 seconds.
 LX2768
 LX2768.The orthometric height was determined by differential leveling
 LX2768.and adjusted by the National Geodetic Survey in June 1991..
 LX2768
 LX2768.The geoid height was determined by GEOID03.
 LX2768
 LX2768.The dynamic height is computed by dividing the NAVD 88
 LX2768.geopotential number by the normal gravity value computed on the
 LX2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2768.degrees latitude (g = 980.6199 gals.).
 LX2768
 LX2768.The modeled gravity was interpolated from observed gravity values.
 LX2768
 LX2768;                    North         East    Units  Estimated Accuracy
 LX2768;SPC CT       -   254,000.      293,460.      MT  (+/- 180 meters Scaled)
 LX2768
 LX2768                          SUPERSEDED SURVEY CONTROL
 LX2768
 LX2768.No superseded survey control is available for this station.
 LX2768
 LX2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM757239(NAD 83)
 LX2768_MARKER: I = METAL ROD
 LX2768_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2768+WITH SETTING: INFORMATION.
 LX2768_SP_SET: SHALLOW-SET METAL ROD
 LX2768_STAMPING: Y 83 1985
 LX2768_MARK LOGO: NGS   
 LX2768_PROJECTION: FLUSH
 LX2768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2768_ROD/PIPE-DEPTH: 2.2  meters
 LX2768
 LX2768  HISTORY     - Date     Condition        Report By
 LX2768  HISTORY     - 1985     MONUMENTED       NGS
 LX2768
 LX2768                          STATION DESCRIPTION
 LX2768
 LX2768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2768'1.1 KM (0.7 MI) SOUTH FROM UNIONVILLE.
 LX2768'1.1 KM (0.7 MI) SOUTH ALONG STATE HIGHWAY 177 FROM THE JUNCTION OF
 LX2768'STATE HIGHWAY 4 IN UNIONVILLE TO THE MARK ON THE RIGHT, IN FRONT OF A
 LX2768'SIGN (WESTERLEIGH 300 PLAINVILLE AVE), 11.15 METERS (36.6 FT)
 LX2768'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.70 METERS (22.0 FT)
 LX2768'SOUTH-SOUTHWEST OF THE CENTER OF THE ENTRANCE AND EXIT DRIVE TO
 LX2768'WESTERLEIGH APARTMENTS, 1.22 METERS (4.0 FT) SOUTHEAST OF THE
 LX2768'SOUTHEAST LEG OF THE SIGN.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE
 LX2768'THE ROD, DRIVEN TO REFUSAL AND ANCHORED AT 2.2 METERS.  NOTE--ACCESS
 LX2768'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2768'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2907 ***********************************************************************
 LX2907  DESIGNATION -  Y 85
 LX2907  PID         -  LX2907
 LX2907  STATE/COUNTY-  CT/TOLLAND
 LX2907  USGS QUAD   -  ROCKVILLE (1984)
 LX2907
 LX2907                         *CURRENT SURVEY CONTROL
 LX2907  ___________________________________________________________________
 LX2907* NAD 83(1986)-  41 52 04.     (N)    072 26 43.     (W)     SCALED    
 LX2907* NAVD 88     -       145.217  (meters)     476.43   (feet)  ADJUSTED  
 LX2907  ___________________________________________________________________
 LX2907  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 LX2907  DYNAMIC HT  -         145.169 (meters)     476.28  (feet)  COMP
 LX2907  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 LX2907
 LX2907  VERT ORDER  -  FIRST     CLASS II
 LX2907
 LX2907.The horizontal coordinates were scaled from a topographic map and have
 LX2907.an estimated accuracy of +/- 6 seconds.
 LX2907
 LX2907.The orthometric height was determined by differential leveling
 LX2907.and adjusted by the National Geodetic Survey in June 1991..
 LX2907
 LX2907.The geoid height was determined by GEOID03.
 LX2907
 LX2907.The dynamic height is computed by dividing the NAVD 88
 LX2907.geopotential number by the normal gravity value computed on the
 LX2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2907.degrees latitude (g = 980.6199 gals.).
 LX2907
 LX2907.The modeled gravity was interpolated from observed gravity values.
 LX2907
 LX2907;                    North         East    Units  Estimated Accuracy
 LX2907;SPC CT       -   267,330.      330,100.      MT  (+/- 180 meters Scaled)
 LX2907
 LX2907                          SUPERSEDED SURVEY CONTROL
 LX2907
 LX2907.No superseded survey control is available for this station.
 LX2907
 LX2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM120382(NAD 83)
 LX2907_MARKER: DB = BENCH MARK DISK
 LX2907_SETTING: 66 = SET IN ROCK OUTCROP
 LX2907_SP_SET: ROCK LEDGE
 LX2907_STAMPING: Y 85 1986
 LX2907_MARK LOGO: NGS   
 LX2907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2907+STABILITY: POSITION/ELEVATION WELL
 LX2907
 LX2907  HISTORY     - Date     Condition        Report By
 LX2907  HISTORY     - 1986     MONUMENTED       NGS
 LX2907
 LX2907                          STATION DESCRIPTION
 LX2907
 LX2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX2907'IN ROCKVILLE.
 LX2907'1.37 KM (0.85 MI) EAST ALONG STATE HIGHWAY 74 FROM THE VERNON
 LX2907'ROCKVILLE POST OFFICE IN ROCKVILLE TO THE MARK ON THE LEFT.  IT IS
 LX2907'7.32 METERS (24.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 23.3
 LX2907'METERS (76.5 FT) WEST OF SNET POLE NO. 15 WITH A STREET LIGHT AND 9.27
 LX2907'METERS (30.4 FT) EAST OF SNET POLE NO. 14 WITH STREET LIGHT.
 LX2907'THE MARK IS 1.83 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3284 ***********************************************************************
 LX3284  DESIGNATION -  Y 86
 LX3284  PID         -  LX3284
 LX3284  STATE/COUNTY-  CT/HARTFORD
 LX3284  USGS QUAD   -  GLASTONBURY (1992)
 LX3284
 LX3284                         *CURRENT SURVEY CONTROL
 LX3284  ___________________________________________________________________
 LX3284* NAD 83(1986)-  41 41 38.     (N)    072 34 06.     (W)     SCALED    
 LX3284* NAVD 88     -        80.713  (meters)     264.81   (feet)  ADJUSTED  
 LX3284  ___________________________________________________________________
 LX3284  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX3284  DYNAMIC HT  -          80.687 (meters)     264.72  (feet)  COMP
 LX3284  MODELED GRAV-     980,302.3   (mgal)                       NAVD 88
 LX3284
 LX3284  VERT ORDER  -  FIRST     CLASS II
 LX3284
 LX3284.The horizontal coordinates were scaled from a topographic map and have
 LX3284.an estimated accuracy of +/- 6 seconds.
 LX3284
 LX3284.The orthometric height was determined by differential leveling
 LX3284.and adjusted by the National Geodetic Survey in June 1991..
 LX3284
 LX3284.The geoid height was determined by GEOID03.
 LX3284
 LX3284.The dynamic height is computed by dividing the NAVD 88
 LX3284.geopotential number by the normal gravity value computed on the
 LX3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3284.degrees latitude (g = 980.6199 gals.).
 LX3284
 LX3284.The modeled gravity was interpolated from observed gravity values.
 LX3284
 LX3284;                    North         East    Units  Estimated Accuracy
 LX3284;SPC CT       -   247,990.      319,920.      MT  (+/- 180 meters Scaled)
 LX3284
 LX3284                          SUPERSEDED SURVEY CONTROL
 LX3284
 LX3284.No superseded survey control is available for this station.
 LX3284
 LX3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM023186(NAD 83)
 LX3284_MARKER: DB = BENCH MARK DISK
 LX3284_SETTING: 66 = SET IN ROCK OUTCROP
 LX3284_SP_SET: ROCK OUTCROP
 LX3284_STAMPING: Y 86 1986
 LX3284_MARK LOGO: NGS   
 LX3284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3284+STABILITY: POSITION/ELEVATION WELL
 LX3284
 LX3284  HISTORY     - Date     Condition        Report By
 LX3284  HISTORY     - 1986     MONUMENTED       NGS
 LX3284
 LX3284                          STATION DESCRIPTION
 LX3284
 LX3284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3284'3.6 KM (2.25 MI) SE FROM GLASTONBURY.
 LX3284'3.6 KM (2.25 MI) SOUTHEAST ALONG NEW LONDON TURNPIKE FROM THE POST
 LX3284'OFFICE IN GLASTONBURY TO THE MARK ON THE RIGHT.  IT IS 6.28 METERS
 LX3284'(20.6 FT) WEST OF THE CENTERLINE OF THE TURNPIKE, 29.96 METERS (98.3
 LX3284'FT) NORTHWEST OF SNET POLE NO. 2631 AND 16.46 METERS (54.0 FT)
 LX3284'SOUTHEAST OF A SNET POLE NO. 2630100K.
 LX3284'THE MARK IS 1.06 METERS  SE FROM  A WITNESS POST
 LX3284'THE MARK IS 0.24 M ABOVE TURNPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1778 ***********************************************************************
 LW1778  DESIGNATION -  Y 87
 LW1778  PID         -  LW1778
 LW1778  STATE/COUNTY-  CT/WINDHAM
 LW1778  USGS QUAD   -  PUTNAM (1970)
 LW1778
 LW1778                         *CURRENT SURVEY CONTROL
 LW1778  ___________________________________________________________________
 LW1778* NAD 83(1986)-  41 53 49.     (N)    071 56 35.     (W)     SCALED    
 LW1778* NAVD 88     -       110.018  (meters)     360.95   (feet)  ADJUSTED  
 LW1778  ___________________________________________________________________
 LW1778  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1778  DYNAMIC HT  -         109.981 (meters)     360.83  (feet)  COMP
 LW1778  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 LW1778
 LW1778  VERT ORDER  -  FIRST     CLASS II
 LW1778
 LW1778.The horizontal coordinates were scaled from a topographic map and have
 LW1778.an estimated accuracy of +/- 6 seconds.
 LW1778
 LW1778.The orthometric height was determined by differential leveling
 LW1778.and adjusted by the National Geodetic Survey in June 1991..
 LW1778
 LW1778.The geoid height was determined by GEOID03.
 LW1778
 LW1778.The dynamic height is computed by dividing the NAVD 88
 LW1778.geopotential number by the normal gravity value computed on the
 LW1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1778.degrees latitude (g = 980.6199 gals.).
 LW1778
 LW1778.The modeled gravity was interpolated from observed gravity values.
 LW1778
 LW1778;                    North         East    Units  Estimated Accuracy
 LW1778;SPC CT       -   270,840.      371,760.      MT  (+/- 180 meters Scaled)
 LW1778
 LW1778                          SUPERSEDED SURVEY CONTROL
 LW1778
 LW1778.No superseded survey control is available for this station.
 LW1778
 LW1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG558425(NAD 83)
 LW1778_MARKER: DB = BENCH MARK DISK
 LW1778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1778_SP_SET: HEADWALL
 LW1778_STAMPING: Y 87 1986
 LW1778_MARK LOGO: NGS   
 LW1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1778+STABILITY: SURFACE MOTION
 LW1778
 LW1778  HISTORY     - Date     Condition        Report By
 LW1778  HISTORY     - 1986     MONUMENTED       NGS
 LW1778  HISTORY     - 19961117 GOOD             USPSQD
 LW1778
 LW1778                          STATION DESCRIPTION
 LW1778
 LW1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1778'1.7 KM (1.05 MI) EAST FROM POMFRET.
 LW1778'1.7 KM (1.05 MI) EAST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF STATE
 LW1778'HIGHWAY 169 IN POMFRET TO THE MARK ON THE LEFT IN TOP OF THE WEST END
 LW1778'OF THE NORTH HEADWALL OF A SMALL BRIDGE OVER BARK MEADOW BROOK.  ALSO
 LW1778'4.2 KM (2.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LW1778'MAIN STREET IN PUTNAM.  IT IS 4.11 METERS NORTH OF THE CENTERLINE
 LW1778'OF THE HIGHWAY, 4.72 METERS (15.5 FT) EAST OF UTILITY POLE NO. 2445
 LW1778'AND 1.04 METERS (3.4 FT) EAST OF THE WEST END OF THE HEADWALL.
 LW1778'THE MARK IS 0.5 M ABOVE HIGHWAY.
 LW1778
 LW1778                          STATION RECOVERY (1996)
 LW1778
 LW1778'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3030 ***********************************************************************
 LX3030  CBN         -  This is a Cooperative Base Network Control Station.
 LX3030  DESIGNATION -  Y 88
 LX3030  PID         -  LX3030
 LX3030  STATE/COUNTY-  CT/TOLLAND
 LX3030  USGS QUAD   -  COVENTRY (1983)
 LX3030
 LX3030                         *CURRENT SURVEY CONTROL
 LX3030  ___________________________________________________________________
 LX3030* NAD 83(1996)-  41 48 44.78470(N)    072 15 02.04291(W)     ADJUSTED  
 LX3030* NAVD 88     -       186.843  (meters)     613.00   (feet)  ADJUSTED  
 LX3030  ___________________________________________________________________
 LX3030  X           -   1,451,423.322 (meters)                     COMP
 LX3030  Y           -  -4,534,399.846 (meters)                     COMP
 LX3030  Z           -   4,230,204.310 (meters)                     COMP
 LX3030  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 LX3030  ELLIP HEIGHT-         157.28  (meters)          (06/22/01) GPS OBS
 LX3030  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 LX3030  DYNAMIC HT  -         186.779 (meters)     612.79  (feet)  COMP
 LX3030  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX3030
 LX3030  HORZ ORDER  -  A
 LX3030  VERT ORDER  -  FIRST     CLASS II
 LX3030  ELLP ORDER  -  FOURTH    CLASS I
 LX3030
 LX3030.The horizontal coordinates were established by GPS observations
 LX3030.and adjusted by the National Geodetic Survey in June 2001..
 LX3030
 LX3030.The orthometric height was determined by differential leveling
 LX3030.and adjusted by the National Geodetic Survey in June 1991..
 LX3030
 LX3030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3030
 LX3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3030
 LX3030.The ellipsoidal height was determined by GPS observations
 LX3030.and is referenced to NAD 83.
 LX3030
 LX3030.The geoid height was determined by GEOID03.
 LX3030
 LX3030.The dynamic height is computed by dividing the NAVD 88
 LX3030.geopotential number by the normal gravity value computed on the
 LX3030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3030.degrees latitude (g = 980.6199 gals.).
 LX3030
 LX3030.The modeled gravity was interpolated from observed gravity values.
 LX3030
 LX3030;                    North         East     Units Scale Factor Converg.
 LX3030;SPC CT       -   261,260.207   346,299.822   MT  0.99999495   +0 19 52.2
 LX3030;SPC CT       -   857,151.20  1,136,152.00   sFT  0.99999495   +0 19 52.2
 LX3030;UTM  18      - 4,632,606.702   728,378.783   MT  1.00024186   +1 50 01.8
 LX3030
 LX3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3030!SPC CT       -   0.99997533  x   0.99999495  =   0.99997028
 LX3030!UTM  18      -   0.99997533  x   1.00024186  =   1.00021719
 LX3030
 LX3030                          SUPERSEDED SURVEY CONTROL
 LX3030
 LX3030  NAVD 88 (06/22/01)  186.84   (m)          613.0    (f) LEVELING    3  
 LX3030
 LX3030.Superseded values are not recommended for survey control.
 LX3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3030.See file dsdata.txt to determine how the superseded data were derived.
 LX3030
 LX3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM2837932607(NAD 83)
 LX3030_MARKER: DV = VERTICAL CONTROL DISK
 LX3030_SETTING: 66 = SET IN ROCK OUTCROP
 LX3030_SP_SET: ROCK OUTCROP
 LX3030_STAMPING: Y 88 1986
 LX3030_MARK LOGO: NGS   
 LX3030_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX3030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3030+STABILITY: POSITION/ELEVATION WELL
 LX3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3030+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 LX3030
 LX3030  HISTORY     - Date     Condition        Report By
 LX3030  HISTORY     - 1986     MONUMENTED       NGS
 LX3030  HISTORY     - 20001121 GOOD             CTGS
 LX3030  HISTORY     - 20060302 GOOD             INDIV
 LX3030
 LX3030                          STATION DESCRIPTION
 LX3030
 LX3030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3030'2.2 KM (1.35 MI) SE FROM MANSFIELD.
 LX3030'2.2 KM (1.35 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 LX3030'OF U.S. HIGHWAY 44 IN MANSFIELD TO THE MARK ON THE LEFT, IN A ROCK
 LX3030'OUTCROP IN THE LAWN OF THE OLD MACHINERY BUILDING ON THE UNIVERSITY OF
 LX3030'CONNECTICUT CAMPUS, 9.45 METERS (31.0 FT) NORTHEAST OF THE CENTERLINE
 LX3030'OF THE HIGHWAY, 31.55 METERS (103.5 FT) SOUTH OF SOUTH CORNER OF THE
 LX3030'BUILDING, 20.42 METERS (67.0 FT) NORTHWEST OF THE CENTER OF A PAVED
 LX3030'ROAD LEADING SOUTHWEST.
 LX3030'THE MARK IS 0.2 M ABOVE HIGHWAY.
 LX3030
 LX3030                          STATION RECOVERY (2000)
 LX3030
 LX3030'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2000 (RB)
 LX3030'THE STATION MARK IS A NATIONAL GEODETIC SURVEY BRASS DISK STAMPED
 LX3030'Y 88 1986 SET IN A ROCK OUTCROP ABOUT 0.7 FOOT ABOVE THE LEVEL OF
 LX3030'THE ROAD.
 LX3030'TO REACH THE STATION FROM MANSFIELD AT THE INTERSECTION
 LX3030'OF CONNECTICUT ROUTE 195 (STORRS ROAD) AND U.S. ROUTE 44 (MIDDLE
 LX3030'TURNPIKE), PROCEED SOUTHEASTERLY ALONG CONNECTICUT ROUTE 195
 LX3030'FOR 1.35 MILES TO THE STATION ON THE LEFT, IN THE LAWN OF THE OLD
 LX3030'MACHINERY BUILDING ON THE UCONN CAMPUS.
 LX3030'THE STATION IS LOCATED 103.5 FEET SOUTH OF THE SOUTH CORNER OF THE
 LX3030'BUILDING, 67.0 FEET NORTHWEST OF THE CENTER LINE OF A PAVED ROAD
 LX3030'LEADING SOUTHWEST AND 31.0 FEET NORTHEAST OF THE CENTER LINE OF
 LX3030'CONNECTICUT ROUTE 195.
 LX3030'5/18/90 GREINER CO. GOOD.
 LX3030' 
 LX3030'
 LX3030
 LX3030                          STATION RECOVERY (2006)
 LX3030
 LX3030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (FLR)
 LX3030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3313 ***********************************************************************
 LX3313  DESIGNATION -  Y 89
 LX3313  PID         -  LX3313
 LX3313  STATE/COUNTY-  CT/NEW LONDON
 LX3313  USGS QUAD   -  COLCHESTER (1984)
 LX3313
 LX3313                         *CURRENT SURVEY CONTROL
 LX3313  ___________________________________________________________________
 LX3313* NAD 83(1986)-  41 33 21.     (N)    072 18 55.     (W)     SCALED    
 LX3313* NAVD 88     -       151.389  (meters)     496.68   (feet)  ADJUSTED  
 LX3313  ___________________________________________________________________
 LX3313  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX3313  DYNAMIC HT  -         151.336 (meters)     496.51  (feet)  COMP
 LX3313  MODELED GRAV-     980,268.9   (mgal)                       NAVD 88
 LX3313
 LX3313  VERT ORDER  -  FIRST     CLASS II
 LX3313
 LX3313.The horizontal coordinates were scaled from a topographic map and have
 LX3313.an estimated accuracy of +/- 6 seconds.
 LX3313
 LX3313.The orthometric height was determined by differential leveling
 LX3313.and adjusted by the National Geodetic Survey in June 1991..
 LX3313
 LX3313.The geoid height was determined by GEOID03.
 LX3313
 LX3313.The dynamic height is computed by dividing the NAVD 88
 LX3313.geopotential number by the normal gravity value computed on the
 LX3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3313.degrees latitude (g = 980.6199 gals.).
 LX3313
 LX3313.The modeled gravity was interpolated from observed gravity values.
 LX3313
 LX3313;                    North         East    Units  Estimated Accuracy
 LX3313;SPC CT       -   232,730.      341,070.      MT  (+/- 180 meters Scaled)
 LX3313
 LX3313                          SUPERSEDED SURVEY CONTROL
 LX3313
 LX3313.No superseded survey control is available for this station.
 LX3313
 LX3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM238039(NAD 83)
 LX3313_MARKER: I = METAL ROD
 LX3313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3313_SP_SET: STAINLESS STEEL ROD
 LX3313_STAMPING: Y 89 1986
 LX3313_MARK LOGO: NGS   
 LX3313_PROJECTION: FLUSH
 LX3313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3313_ROD/PIPE-DEPTH: 5.1  meters
 LX3313
 LX3313  HISTORY     - Date     Condition        Report By
 LX3313  HISTORY     - 1986     MONUMENTED       NGS
 LX3313  HISTORY     - 19901115 GOOD             USPSQD
 LX3313
 LX3313                          STATION DESCRIPTION
 LX3313
 LX3313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3313'1.2 KM (0.75 MI) SE FROM COLCHESTER.
 LX3313'1.2 KM (0.75 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 LX3313'STATE HIGHWAY 354 (PARUM ROAD) IN COLCHESTER TO THE JUNCTION OF WEST
 LX3313'ROAD AND THE MARK ON THE RIGHT IN A TRIANGULAR GREEN FORMED BY THE
 LX3313'JUNCTION, AND ACROSS HIGHWAY FROM UTILITY POLE NO. 69 WITH THREE GUY
 LX3313'WIRES.  IT IS 5.45 METERS (17.9 FT) WEST OF THE CENTERLINE OF THE
 LX3313'HIGHWAY, 6.58 METERS (21.6 FT) EAST OF THE CENTERLINE OF WEST ROAD AND
 LX3313'0.85 METER (2.8 FT) EAST OF A STOP SIGN WITH WEST ROAD SIGN ON TOP.
 LX3313'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3313'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LX3313
 LX3313                          STATION RECOVERY (1990)
 LX3313
 LX3313'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1041 ***********************************************************************
 LW1041  DESIGNATION -  Y 9
 LW1041  PID         -  LW1041
 LW1041  STATE/COUNTY-  CT/WINDHAM
 LW1041  USGS QUAD   -  PLAINFIELD (1983)
 LW1041
 LW1041                         *CURRENT SURVEY CONTROL
 LW1041  ___________________________________________________________________
 LW1041* NAD 83(1986)-  41 39 01.     (N)    071 57 50.     (W)     SCALED    
 LW1041* NAVD 88     -        37.894  (meters)     124.32   (feet)  ADJUSTED  
 LW1041  ___________________________________________________________________
 LW1041  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 LW1041  DYNAMIC HT  -          37.881 (meters)     124.28  (feet)  COMP
 LW1041  MODELED GRAV-     980,276.0   (mgal)                       NAVD 88
 LW1041
 LW1041  VERT ORDER  -  FIRST     CLASS II
 LW1041
 LW1041.The horizontal coordinates were scaled from a topographic map and have
 LW1041.an estimated accuracy of +/- 6 seconds.
 LW1041
 LW1041.The orthometric height was determined by differential leveling
 LW1041.and adjusted by the National Geodetic Survey in June 1991..
 LW1041
 LW1041.The geoid height was determined by GEOID03.
 LW1041
 LW1041.The dynamic height is computed by dividing the NAVD 88
 LW1041.geopotential number by the normal gravity value computed on the
 LW1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1041.degrees latitude (g = 980.6199 gals.).
 LW1041
 LW1041.The modeled gravity was interpolated from observed gravity values.
 LW1041
 LW1041;                    North         East    Units  Estimated Accuracy
 LW1041;SPC CT       -   243,430.      370,280.      MT  (+/- 180 meters Scaled)
 LW1041
 LW1041                          SUPERSEDED SURVEY CONTROL
 LW1041
 LW1041.No superseded survey control is available for this station.
 LW1041
 LW1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG531151(NAD 83)
 LW1041_MARKER: DB = BENCH MARK DISK
 LW1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LW1041_SP_SET: FOOTING
 LW1041_STAMPING: Y 9 1923
 LW1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LW1041
 LW1041  HISTORY     - Date     Condition        Report By
 LW1041  HISTORY     - 1923     MONUMENTED       CGS
 LW1041  HISTORY     - 1953     MARK NOT FOUND   USGS
 LW1041  HISTORY     - 1976     MARK NOT FOUND   USGS
 LW1041  HISTORY     - 19961001 MARK NOT FOUND   USPSQD
 LW1041
 LW1041                          STATION DESCRIPTION
 LW1041
 LW1041'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LW1041'1.4 MI SW FROM PACKER.
 LW1041'1.4 MILES SOUTHWEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LW1041'RAILROAD FROM PACKER, WINDHAM COUNTY, AT BRIDGE 38.57 (KNOWN AS
 LW1041'TWIN CROSSING) CARRYING A HIGHWAY OVER THE TRACKS, AT THE
 LW1041'SOUTHWEST END OF THE NORTHWEST STEEL BENT OR PIER, AT THE SOUTH
 LW1041'CORNER OF THE CONCRETE FOOTING UNDER THE CONCRETE PEDESTAL, IN
 LW1041'THE TOP OF THE FOOTING, 5.3 FEET NORTHWEST OF THE NORTHWEST RAIL
 LW1041'ON THE INSIDE OF A CURVE, AND ABOUT 6 INCHES LOWER THAN THE
 LW1041'TRACK.  A STANDARD DISK, STAMPED Y 9 1923.  NOTE-- THE NORTHWEST
 LW1041'PIER IS COVERED WITH THE NEW FILL, AND THE MARK IS ASSUMED TO BE
 LW1041'IN GOOD CONDITION.
 LW1041
 LW1041                          STATION RECOVERY (1976)
 LW1041
 LW1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LW1041'MARK NOT FOUND.
 LW1041
 LW1041                          STATION RECOVERY (1996)
 LW1041
 LW1041'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3394 ***********************************************************************
 LX3394  DESIGNATION -  Y 90
 LX3394  PID         -  LX3394
 LX3394  STATE/COUNTY-  CT/NEW LONDON
 LX3394  USGS QUAD   -  NORWICH (1983)
 LX3394
 LX3394                         *CURRENT SURVEY CONTROL
 LX3394  ___________________________________________________________________
 LX3394* NAD 83(1986)-  41 35 48.     (N)    072 03 07.     (W)     SCALED    
 LX3394* NAVD 88     -        39.430  (meters)     129.36   (feet)  ADJUSTED  
 LX3394  ___________________________________________________________________
 LX3394  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 LX3394  DYNAMIC HT  -          39.416 (meters)     129.32  (feet)  COMP
 LX3394  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 LX3394
 LX3394  VERT ORDER  -  FIRST     CLASS II
 LX3394
 LX3394.The horizontal coordinates were scaled from a topographic map and have
 LX3394.an estimated accuracy of +/- 6 seconds.
 LX3394
 LX3394.The orthometric height was determined by differential leveling
 LX3394.and adjusted by the National Geodetic Survey in June 1991..
 LX3394
 LX3394.The geoid height was determined by GEOID03.
 LX3394
 LX3394.The dynamic height is computed by dividing the NAVD 88
 LX3394.geopotential number by the normal gravity value computed on the
 LX3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3394.degrees latitude (g = 980.6199 gals.).
 LX3394
 LX3394.The modeled gravity was interpolated from observed gravity values.
 LX3394
 LX3394;                    North         East    Units  Estimated Accuracy
 LX3394;SPC CT       -   237,410.      363,000.      MT  (+/- 180 meters Scaled)
 LX3394
 LX3394                          SUPERSEDED SURVEY CONTROL
 LX3394
 LX3394.No superseded survey control is available for this station.
 LX3394
 LX3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM457091(NAD 83)
 LX3394_MARKER: I = METAL ROD
 LX3394_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3394_SP_SET: STAINLESS STEEL ROD
 LX3394_STAMPING: Y 90 1986
 LX3394_MARK LOGO: NGS   
 LX3394_PROJECTION: FLUSH
 LX3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3394+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LX3394_ROD/PIPE-DEPTH: 4.7  meters
 LX3394
 LX3394  HISTORY     - Date     Condition        Report By
 LX3394  HISTORY     - 1986     MONUMENTED       NGS
 LX3394  HISTORY     - 20060523 GOOD             USPSQD
 LX3394
 LX3394                          STATION DESCRIPTION
 LX3394
 LX3394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3394'IN OCCUM.
 LX3394'0.2 KM (0.1 MI) NORTHWEST ALONG STATE HIGHWAY 97 FROM THE SOUTHWEST
 LX3394'JUNCTION OF CANTERBURY TURNPIKE TO THE MARK ON THE RIGHT AND AT AN
 LX3394'ENTRANCE AND EXIT TO A PARKING LOT AT THE ST. JOSEPH CATHOLIC CHURCH.
 LX3394'IT IS 6.58 METERS (21.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 LX3394'HIGHWAY, 8.23 METERS (27.0 FT) SOUTH-SOUTHEAST OF THE CENTER
 LX3394'OF THE DRIVE, 1.86 METERS (6.1 FT) SOUTH-SOUTHEAST OF A SIGN--NO
 LX3394'PARKING ANYTIME--AND 0.49 METER (1.6 FT) NORTHEAST OF THE EDGE OF A
 LX3394'CONCRETE SIDEWALK.
 LX3394'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3394'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX3394
 LX3394                          STATION RECOVERY (2006)
 LX3394
 LX3394'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3164 ***********************************************************************
 LX3164  DESIGNATION -  Y 91
 LX3164  PID         -  LX3164
 LX3164  STATE/COUNTY-  CT/HARTFORD
 LX3164  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3164
 LX3164                         *CURRENT SURVEY CONTROL
 LX3164  ___________________________________________________________________
 LX3164* NAD 83(1986)-  41 41 59.     (N)    072 42 14.     (W)     SCALED    
 LX3164* NAVD 88     -        74.862  (meters)     245.61   (feet)  ADJUSTED  
 LX3164  ___________________________________________________________________
 LX3164  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 LX3164  DYNAMIC HT  -          74.839 (meters)     245.53  (feet)  COMP
 LX3164  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 LX3164
 LX3164  VERT ORDER  -  FIRST     CLASS II
 LX3164
 LX3164.The horizontal coordinates were scaled from a topographic map and have
 LX3164.an estimated accuracy of +/- 6 seconds.
 LX3164
 LX3164.The orthometric height was determined by differential leveling
 LX3164.and adjusted by the National Geodetic Survey in June 1991..
 LX3164
 LX3164.The geoid height was determined by GEOID03.
 LX3164
 LX3164.The dynamic height is computed by dividing the NAVD 88
 LX3164.geopotential number by the normal gravity value computed on the
 LX3164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3164.degrees latitude (g = 980.6199 gals.).
 LX3164
 LX3164.The modeled gravity was interpolated from observed gravity values.
 LX3164
 LX3164;                    North         East    Units  Estimated Accuracy
 LX3164;SPC CT       -   248,620.      308,640.      MT  (+/- 180 meters Scaled)
 LX3164
 LX3164                          SUPERSEDED SURVEY CONTROL
 LX3164
 LX3164.No superseded survey control is available for this station.
 LX3164
 LX3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM910189(NAD 83)
 LX3164_MARKER: I = METAL ROD
 LX3164_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3164_SP_SET: STAINLESS STEEL ROD
 LX3164_STAMPING: Y 91 1986
 LX3164_MARK LOGO: NGS   
 LX3164_PROJECTION: FLUSH
 LX3164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3164_ROD/PIPE-DEPTH: 9.6  meters
 LX3164
 LX3164  HISTORY     - Date     Condition        Report By
 LX3164  HISTORY     - 1986     MONUMENTED       NGS
 LX3164
 LX3164                          STATION DESCRIPTION
 LX3164
 LX3164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3164'8.9 KM (5.55 MI) NORTH FROM BERLIN.
 LX3164'8.9 KM (5.55 MI) NORTH ALONG U.S. HIGHWAY 5 AND STATE HIGHWAY 15 FROM
 LX3164'THE JUNCTION OF STATE HIGHWAY 72 IN BERLIN TO THE MARK ON THE RIGHT.
 LX3164'IT IS 7.8 METERS (25.6 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 LX3164'NORTH BOUND LANE OF U.S. HIGHWAY 5 AND STATE HIGHWAY 15, 27.8 METERS
 LX3164'(91.4 FT) NORTHEAST OF POWER POLE NO. 1949 WITH TRANSFORMER AND 0.39
 LX3164'METERS (1.3 FT) EAST-NORTHEAST OF LIGHT POLE NO. 1950.
 LX3164'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3164'THE MARK IS 0.48 METERS  SW FROM  A WITNESS POST
 LX3164'THE MARK IS 0.18 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3239 ***********************************************************************
 LX3239  DESIGNATION -  Y 92
 LX3239  PID         -  LX3239
 LX3239  STATE/COUNTY-  CT/NEW LONDON
 LX3239  USGS QUAD   -  COLCHESTER (1984)
 LX3239
 LX3239                         *CURRENT SURVEY CONTROL
 LX3239  ___________________________________________________________________
 LX3239* NAD 83(1986)-  41 34 26.     (N)    072 16 04.     (W)     SCALED    
 LX3239* NAVD 88     -       100.864  (meters)     330.92   (feet)  ADJUSTED  
 LX3239  ___________________________________________________________________
 LX3239  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX3239  DYNAMIC HT  -         100.829 (meters)     330.80  (feet)  COMP
 LX3239  MODELED GRAV-     980,268.7   (mgal)                       NAVD 88
 LX3239
 LX3239  VERT ORDER  -  FIRST     CLASS II
 LX3239
 LX3239.The horizontal coordinates were scaled from a topographic map and have
 LX3239.an estimated accuracy of +/- 6 seconds.
 LX3239
 LX3239.The orthometric height was determined by differential leveling
 LX3239.and adjusted by the National Geodetic Survey in June 1991..
 LX3239
 LX3239.The geoid height was determined by GEOID03.
 LX3239
 LX3239.The dynamic height is computed by dividing the NAVD 88
 LX3239.geopotential number by the normal gravity value computed on the
 LX3239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3239.degrees latitude (g = 980.6199 gals.).
 LX3239
 LX3239.The modeled gravity was interpolated from observed gravity values.
 LX3239
 LX3239;                    North         East    Units  Estimated Accuracy
 LX3239;SPC CT       -   234,760.      345,020.      MT  (+/- 180 meters Scaled)
 LX3239
 LX3239                          SUPERSEDED SURVEY CONTROL
 LX3239
 LX3239.No superseded survey control is available for this station.
 LX3239
 LX3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM277060(NAD 83)
 LX3239_MARKER: DB = BENCH MARK DISK
 LX3239_SETTING: 66 = SET IN ROCK OUTCROP
 LX3239_SP_SET: ROCK OUTCROP
 LX3239_STAMPING: Y 92 1986
 LX3239_MARK LOGO: NGS   
 LX3239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3239+STABILITY: POSITION/ELEVATION WELL
 LX3239
 LX3239  HISTORY     - Date     Condition        Report By
 LX3239  HISTORY     - 1986     MONUMENTED       NGS
 LX3239  HISTORY     - 19910103 GOOD             USPSQD
 LX3239
 LX3239                          STATION DESCRIPTION
 LX3239
 LX3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3239'5.6 KM (3.5 MI) EAST FROM COLCHESTER.
 LX3239'5.6 KM (3.5 MI) EAST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE IN
 LX3239'COLCHESTER TO THE MARK ON THE LEFT.  ALSO 10.5 KM (6.55 MI) WEST ALONG
 LX3239'OLD STATE HIGHWAY 2 FROM THE POST OFFICE IN BOZRAH TO THE MARK ON THE
 LX3239'RIGHT.  IT IS 11.0 METERS (36.3 FT) NORTH OF THE CENTERLINE OF OLD
 LX3239'STATE HIGHWAY 2 AND 8.5 METERS (27.9 FT) NORTHEAST OF CABLE POLE NO.
 LX3239'584.
 LX3239'THE MARK IS 0.39 METERS  W FROM  A WITNESS POST
 LX3239'THE MARK IS 0.60 M ABOVE OLD HIGHWAY 2.
 LX3239
 LX3239                          STATION RECOVERY (1991)
 LX3239
 LX3239'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3215 ***********************************************************************
 LX3215  DESIGNATION -  Y 93
 LX3215  PID         -  LX3215
 LX3215  STATE/COUNTY-  CT/WINDHAM
 LX3215  USGS QUAD   -  SCOTLAND (1983)
 LX3215
 LX3215                         *CURRENT SURVEY CONTROL
 LX3215  ___________________________________________________________________
 LX3215* NAD 83(1986)-  41 43 36.     (N)    072 04 05.     (W)     SCALED    
 LX3215* NAVD 88     -       161.526  (meters)     529.94   (feet)  ADJUSTED  
 LX3215  ___________________________________________________________________
 LX3215  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX3215  DYNAMIC HT  -         161.470 (meters)     529.76  (feet)  COMP
 LX3215  MODELED GRAV-     980,271.0   (mgal)                       NAVD 88
 LX3215
 LX3215  VERT ORDER  -  FIRST     CLASS II
 LX3215
 LX3215.The horizontal coordinates were scaled from a topographic map and have
 LX3215.an estimated accuracy of +/- 6 seconds.
 LX3215
 LX3215.The orthometric height was determined by differential leveling
 LX3215.and adjusted by the National Geodetic Survey in June 1991..
 LX3215
 LX3215.The geoid height was determined by GEOID03.
 LX3215
 LX3215.The dynamic height is computed by dividing the NAVD 88
 LX3215.geopotential number by the normal gravity value computed on the
 LX3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3215.degrees latitude (g = 980.6199 gals.).
 LX3215
 LX3215.The modeled gravity was interpolated from observed gravity values.
 LX3215
 LX3215;                    North         East    Units  Estimated Accuracy
 LX3215;SPC CT       -   251,840.      361,540.      MT  (+/- 180 meters Scaled)
 LX3215
 LX3215                          SUPERSEDED SURVEY CONTROL
 LX3215
 LX3215.No superseded survey control is available for this station.
 LX3215
 LX3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM438235(NAD 83)
 LX3215_MARKER: DB = BENCH MARK DISK
 LX3215_SETTING: 66 = SET IN ROCK OUTCROP
 LX3215_SP_SET: ROCK OUTCROP
 LX3215_STAMPING: Y 93 1986
 LX3215_MARK LOGO: NGS   
 LX3215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3215+STABILITY: POSITION/ELEVATION WELL
 LX3215
 LX3215  HISTORY     - Date     Condition        Report By
 LX3215  HISTORY     - 1986     MONUMENTED       NGS
 LX3215
 LX3215                          STATION DESCRIPTION
 LX3215
 LX3215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3215'6.4 KM (4.0 MI) SOUTH FROM HAMPTON.
 LX3215'6.4 KM (4.0 MI) SOUTH ALONG STATE HIGHWAY 97 FROM THE POST OFFICE IN
 LX3215'HAMPTON TO THE MARK ON THE RIGHT, IN TOP OF A ROCK OUTCROP, ALSO 1.0
 LX3215'KM (0.65 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3215'CONGREGATIONAL CHURCH IN SCOTLAND, THENCE 3.2 KM (2.0 MI) NORTH ALONG
 LX3215'STATE HIGHWAY 97, 5.49 METERS (18.0 FT) WEST OF THE CENTERLINE OF
 LX3215'THE HIGHWAY, 12.19 METERS (40.0 FT) NORTHWEST OF AND ACROSS THE
 LX3215'HIGHWAY FROM UTILITY POLE NO. 231.
 LX3215'THE MARK IS 1.1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6486 ***********************************************************************
 LX6486  DESIGNATION -  YALE BASEBALL CAGE GABLE
 LX6486  PID         -  LX6486
 LX6486  STATE/COUNTY-  CT/NEW HAVEN
 LX6486  USGS QUAD   -  NEW HAVEN (1984)
 LX6486
 LX6486                         *CURRENT SURVEY CONTROL
 LX6486  ___________________________________________________________________
 LX6486* NAD 83(1996)-  41 18 40.06813(N)    072 57 40.91453(W)     ADJUSTED  
 LX6486* NAVD 88     -                                                        
 LX6486  ___________________________________________________________________
 LX6486  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 LX6486  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 LX6486
 LX6486  HORZ ORDER  -  THIRD
 LX6486
 LX6486.The horizontal coordinates were established by classical geodetic methods
 LX6486.and adjusted by the National Geodetic Survey in August 1998..
 LX6486
 LX6486
 LX6486.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6486
 LX6486.The geoid height was determined by GEOID03.
 LX6486
 LX6486;                    North         East     Units Scale Factor Converg.
 LX6486;SPC CT       -   205,484.777   287,101.434   MT  0.99999064   -0 08 24.5
 LX6486;SPC CT       -   674,161.31    941,931.95   sFT  0.99999064   -0 08 24.5
 LX6486;SPC NY L     -   127,608.683   386,973.852   MT  1.00002723   +0 40 45.7
 LX6486;SPC NY L     -   418,662.82  1,269,596.71   sFT  1.00002723   +0 40 45.7
 LX6486;UTM  18      - 4,575,300.984   670,648.236   MT  0.99995840   +1 20 46.0
 LX6486
 LX6486                          SUPERSEDED SURVEY CONTROL
 LX6486
 LX6486  NAD 83(1992)-  41 18 40.06716(N)    072 57 40.91437(W) AD(       ) 4
 LX6486  NAD 83(1986)-  41 18 40.06989(N)    072 57 40.91914(W) AD(       ) 4
 LX6486  NAD 27      -  41 18 39.72400(N)    072 57 42.54400(W) AD(       ) 3
 LX6486
 LX6486.Superseded values are not recommended for survey control.
 LX6486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6486.See file dsdata.txt to determine how the superseded data were derived.
 LX6486
 LX6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7064875301(NAD 83)
 LX6486
 LX6486  HISTORY     - Date     Condition        Report By
 LX6486  HISTORY     - 1933     MONUMENTED       CGS
 LX6486
 LX6486                          STATION DESCRIPTION
 LX6486
 LX6486'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6486'THIS STATION IS ON THE COXE MEMORIAL CAGE OF THE ATHLETIC PLANT
 LX6486'OF YALE UNIVERSITY AT YALE FIELD.  IT IS LOCATED AT THE
 LX6486'INTERSECTION OF MALTBY AND TRYON STREETS.
 LX6486'
 LX6486'THE SIDES OF THE BUILDING ARE OF RED-BRICK WITH LARGE WINDOWS.  THE
 LX6486'INTERIOR IS LARGE ENOUGH TO HOUSE A REGULATION BASEBALL
 LX6486'DIAMOND.  THE ROOF IS REPUTED TO HAVE THE LARGEST SKYLIGHT IN THE
 LX6486'COUNTRY.
 LX6486'
 LX6486'THE E GABLE HAS A LARGE ARCHED WINDOW IN THE MIDDLE WITH
 LX6486'SMALLER RECTANGULAR WINDOWS CLOSE BY.  THERE ARE SMALL RECTANGULAR
 LX6486'WINDOWS NEAR THE N AND S WALLS.
 LX6486'
 LX6486'CENTER IS THE APEX OF THIS GABLE.  IT IS ABOUT 145 METERS N OF
 LX6486'THE CENTER LINE OF DERBY AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5087 ***********************************************************************
 LX5087  DESIGNATION -  YALE CREW HOUSE FLAGSTAFF
 LX5087  PID         -  LX5087
 LX5087  STATE/COUNTY-  CT/NEW LONDON
 LX5087  USGS QUAD   -  UNCASVILLE (1984)
 LX5087
 LX5087                         *CURRENT SURVEY CONTROL
 LX5087  ___________________________________________________________________
 LX5087* NAD 83(1996)-  41 25 50.31987(N)    072 05 36.21960(W)     ADJUSTED  
 LX5087* NAVD 88     -                                                        
 LX5087  ___________________________________________________________________
 LX5087  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 LX5087  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5087
 LX5087  HORZ ORDER  -  THIRD
 LX5087
 LX5087.The horizontal coordinates were established by classical geodetic methods
 LX5087.and adjusted by the National Geodetic Survey in August 1998..
 LX5087
 LX5087
 LX5087.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5087
 LX5087.The geoid height was determined by GEOID03.
 LX5087
 LX5087;                    North         East     Units Scale Factor Converg.
 LX5087;SPC CT       -   218,944.870   359,681.754   MT  0.99998475   +0 26 07.3
 LX5087;SPC CT       -   718,321.63  1,180,055.89   sFT  0.99998475   +0 26 07.3
 LX5087;UTM  18      - 4,590,642.661   742,865.138   MT  1.00032594   +1 55 27.4
 LX5087
 LX5087                          SUPERSEDED SURVEY CONTROL
 LX5087
 LX5087  NAD 83(1992)-  41 25 50.31884(N)    072 05 36.21888(W) AD(       ) 4
 LX5087  NAD 83(1986)-  41 25 50.31963(N)    072 05 36.22229(W) AD(       ) 4
 LX5087  NAD 27      -  41 25 49.97000(N)    072 05 37.94000(W) AD(       ) 3
 LX5087
 LX5087.Superseded values are not recommended for survey control.
 LX5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5087.See file dsdata.txt to determine how the superseded data were derived.
 LX5087
 LX5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4286590643(NAD 83)
 LX5087_MARKER: 83 = FLAGSTAFF
 LX5087
 LX5087  HISTORY     - Date     Condition        Report By
 LX5087  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5087  HISTORY     - 1961     GOOD             CGS
 LX5087  HISTORY     - 1984     GOOD             USPSQD
 LX5087  HISTORY     - 1989     GOOD             USPSQD
 LX5087
 LX5087                          STATION DESCRIPTION
 LX5087
 LX5087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5087'THE YALE CREW HOUSE IS A GAMBREL-ROOFED FRAME BUILDING PAINTED
 LX5087'WHITE AND IS AT THE END OF HURLBURT ROAD IN THAT PART OF THE
 LX5087'TOWN OF LEDYARD KNOWN AS GALES FERRY.  THE STATION IS A FLAGSTAFF
 LX5087'IN THE W GABLE.
 LX5087
 LX5087                          STATION RECOVERY (1961)
 LX5087
 LX5087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5087'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5087'G.C.M. WITH THE FOLLOWING ADDITIONS.
 LX5087'
 LX5087'THE POLE IS ON THE WEST GABLE OF A WHITE CLAP BOARD HOUSE WITH
 LX5087'A SEMI STONE BASE AND A BLACK SHINGLED ROOF.
 LX5087
 LX5087                          STATION RECOVERY (1984)
 LX5087
 LX5087'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5087'YALE CREW HOUSE FLAGSTAFF 1934 RECOVERED IN GOOD CONDITION.
 LX5087
 LX5087                          STATION RECOVERY (1989)
 LX5087
 LX5087'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX5087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6508 ***********************************************************************
 LX6508  DESIGNATION -  YALE DIVINITY SCHOOL TOWER
 LX6508  PID         -  LX6508
 LX6508  STATE/COUNTY-  CT/NEW HAVEN
 LX6508  USGS QUAD   -  NEW HAVEN (1984)
 LX6508
 LX6508                         *CURRENT SURVEY CONTROL
 LX6508  ___________________________________________________________________
 LX6508* NAD 83(1996)-  41 19 24.20611(N)    072 55 17.23368(W)     ADJUSTED  
 LX6508* NAVD 88     -                                                        
 LX6508  ___________________________________________________________________
 LX6508  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 LX6508  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 LX6508
 LX6508  HORZ ORDER  -  THIRD
 LX6508
 LX6508.The horizontal coordinates were established by classical geodetic methods
 LX6508.and adjusted by the National Geodetic Survey in August 1998..
 LX6508
 LX6508
 LX6508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6508
 LX6508.The geoid height was determined by GEOID03.
 LX6508
 LX6508;                    North         East     Units Scale Factor Converg.
 LX6508;SPC CT       -   206,839.016   290,446.205   MT  0.99998984   -0 06 49.3
 LX6508;SPC CT       -   678,604.34    952,905.59   sFT  0.99998984   -0 06 49.3
 LX6508;SPC NY L     -   129,010.664   390,299.042   MT  1.00002897   +0 42 19.6
 LX6508;SPC NY L     -   423,262.49  1,280,506.11   sFT  1.00002897   +0 42 19.6
 LX6508;UTM  18      - 4,576,741.492   673,956.670   MT  0.99997243   +1 22 22.2
 LX6508
 LX6508                          SUPERSEDED SURVEY CONTROL
 LX6508
 LX6508  NAD 83(1992)-  41 19 24.20518(N)    072 55 17.23354(W) AD(       ) 4
 LX6508  NAD 83(1986)-  41 19 24.20742(N)    072 55 17.23731(W) AD(       ) 4
 LX6508  NAD 27      -  41 19 23.86600(N)    072 55 18.87800(W) AD(       ) 3
 LX6508
 LX6508.Superseded values are not recommended for survey control.
 LX6508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6508.See file dsdata.txt to determine how the superseded data were derived.
 LX6508
 LX6508_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7395776741(NAD 83)
 LX6508
 LX6508  HISTORY     - Date     Condition        Report By
 LX6508  HISTORY     - 1933     MONUMENTED       CGS
 LX6508  HISTORY     - 1984     GOOD             USPSQD
 LX6508  HISTORY     - 1988     GOOD             USPSQD
 LX6508
 LX6508                          STATION DESCRIPTION
 LX6508
 LX6508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6508'THIS STATION IS ON THE DOMINANT TOWER OF THE STERLING DIVINITY
 LX6508'QUADRANGLE, LOCATED AT 409 PROSPECT STREET.  THE TOWER IS ON THE
 LX6508'CHAPEL WHICH IS IN THE MIDDLE OF THE E, OR CLOSED, END OF THE
 LX6508'QUADRANGLE.
 LX6508'
 LX6508'THE TOWER IS COLUMNAR IN ITS MIDDLE SECTION WITH SHUTTERED
 LX6508'OPENINGS NEAR THE TOP.  TOWER IS PAINTED WHITE.
 LX6508'
 LX6508'THE TOP OF TOWER IS DOME-SHAPED AND GILDED, SURMOUNTED BY A
 LX6508'GILDED CROSS.
 LX6508'
 LX6508'CENTER IS CENTER LINE OF VERTICAL MEMBER OF CROSS.
 LX6508'
 LX6508'THE TOWER IS 105 FEET TALL.
 LX6508
 LX6508                          STATION RECOVERY (1984)
 LX6508
 LX6508'RECOVERY NOTE BY US POWER SQUADRON 1984 (DJP)
 LX6508'THE TOWER WAS INSPECTED WITH THE ASSISTANCE A PROFESSOR AND THE
 LX6508'BUSINESS MANAGER OF THE DIVINITY SCHOOL.  IT IS IN EXCELLENT
 LX6508'CONDITION.
 LX6508
 LX6508                          STATION RECOVERY (1988)
 LX6508
 LX6508'RECOVERY NOTE BY US POWER SQUADRON 1988 (CL)
 LX6508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5085 ***********************************************************************
 LX5085  DESIGNATION -  YALE FLAGPOLE
 LX5085  PID         -  LX5085
 LX5085  STATE/COUNTY-  CT/NEW LONDON
 LX5085  USGS QUAD   -  UNCASVILLE (1984)
 LX5085
 LX5085                         *CURRENT SURVEY CONTROL
 LX5085  ___________________________________________________________________
 LX5085* NAD 83(1996)-  41 25 51.29345(N)    072 05 38.04518(W)     ADJUSTED  
 LX5085* NAVD 88     -                                                        
 LX5085  ___________________________________________________________________
 LX5085  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LX5085  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX5085
 LX5085  HORZ ORDER  -  THIRD
 LX5085
 LX5085.The horizontal coordinates were established by classical geodetic methods
 LX5085.and adjusted by the National Geodetic Survey in August 1998..
 LX5085
 LX5085
 LX5085.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5085
 LX5085.The geoid height was determined by GEOID03.
 LX5085
 LX5085;                    North         East     Units Scale Factor Converg.
 LX5085;SPC CT       -   218,974.582   359,639.141   MT  0.99998474   +0 26 06.1
 LX5085;SPC CT       -   718,419.11  1,179,916.08   sFT  0.99998474   +0 26 06.1
 LX5085;UTM  18      - 4,590,671.265   742,821.753   MT  1.00032569   +1 55 26.2
 LX5085
 LX5085                          SUPERSEDED SURVEY CONTROL
 LX5085
 LX5085  NAD 83(1992)-  41 25 51.29241(N)    072 05 38.04445(W) AD(       ) 4
 LX5085  NAD 83(1986)-  41 25 51.29316(N)    072 05 38.04787(W) AD(       ) 4
 LX5085  NAD 27      -  41 25 50.94000(N)    072 05 39.77200(W) AD(       ) 3
 LX5085
 LX5085.Superseded values are not recommended for survey control.
 LX5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5085.See file dsdata.txt to determine how the superseded data were derived.
 LX5085
 LX5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL4282290671(NAD 83)
 LX5085_MARKER: 62 = FLAGPOLE
 LX5085
 LX5085  HISTORY     - Date     Condition        Report By
 LX5085  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5085  HISTORY     - 1961     GOOD             CGS
 LX5085  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX5085
 LX5085                          STATION DESCRIPTION
 LX5085
 LX5085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5085'THE YALE BOAT CLUB IS ON THE E BANK OF THE THAMES RIVER IN THE
 LX5085'VILLAGE OF GALES FERRY AND ACROSS THE RIVER FROM THE ROBERT
 LX5085'GAIR COMPANY PLANT.  THE FLAGPOLE IS IN THE CENTER LINE OF THE N
 LX5085'DOCK AND ABOUT 15 FEET S OF THE STONE RETAINING WALL ALONG THE N
 LX5085'SIDE OF THE POINT.
 LX5085'
 LX5085'THE STATION IS THE CENTER LINE OF THE FLAGPOLE.  HEIGHT ABOUT 60
 LX5085'FEET ABOVE GROUND.
 LX5085
 LX5085                          STATION RECOVERY (1961)
 LX5085
 LX5085'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX5085'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY
 LX5085'G.C.M. IN 1934.
 LX5085
 LX5085                          STATION RECOVERY (1984)
 LX5085
 LX5085'RECOVERY NOTE BY US POWER SQUADRON 1984 (BWR)
 LX5085'YALE FLAGPOLE 1934 ORIGINAL FLAGPOLE REPLACED BY ONE ABOUT 20
 LX5085'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX4631 ***********************************************************************
 LX4631  DESIGNATION -  YALE FOREST
 LX4631  PID         -  LX4631
 LX4631  STATE/COUNTY-  CT/TOLLAND
 LX4631  USGS QUAD   -  EASTFORD (1983)
 LX4631
 LX4631                         *CURRENT SURVEY CONTROL
 LX4631  ___________________________________________________________________
 LX4631* NAD 83(1996)-  41 57 34.52137(N)    072 06 50.89403(W)     ADJUSTED  
 LX4631* NAVD 88     -       276.6    (meters)     907.     (feet)  VERTCON   
 LX4631  ___________________________________________________________________
 LX4631  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 LX4631  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX4631
 LX4631  HORZ ORDER  -  FIRST
 LX4631
 LX4631.The horizontal coordinates were established by classical geodetic methods
 LX4631.and adjusted by the National Geodetic Survey in August 1998..
 LX4631
 LX4631.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX4631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX4631
 LX4631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX4631
 LX4631.The geoid height was determined by GEOID03.
 LX4631
 LX4631;                    North         East     Units Scale Factor Converg.
 LX4631;SPC CT       -   277,678.277   357,515.733   MT  1.00001073   +0 25 17.8
 LX4631;SPC CT       -   911,016.15  1,172,949.53   sFT  1.00001073   +0 25 17.8
 LX4631;UTM  18      - 4,649,318.333   739,162.330   MT  1.00030389   +1 55 49.5
 LX4631
 LX4631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX4631!SPC CT       -   0.99996119  x   1.00001073  =   0.99997192
 LX4631!UTM  18      -   0.99996119  x   1.00030389  =   1.00026507
 LX4631
 LX4631|---------------------------------------------------------------------|
 LX4631| PID    Reference Object                     Distance      Geod. Az  |
 LX4631|                                                           dddmmss.s |
 LX4631| CZ8145 YALE FOREST RM 1                     18.955 METERS 02627     |
 LX4631| LX4650 5346 RP 1                           APPROX. 0.6 KM 0450438.1 |
 LX4631| LX4643 HUNT                                APPROX. 5.2 KM 0585801.8 |
 LX4631| CZ8147 YALE FOREST RM 3                     77.014 METERS 17757     |
 LX4631| CZ8146 YALE FOREST RM 2                     41.313 METERS 29821     |
 LX4631|---------------------------------------------------------------------|
 LX4631
 LX4631                          SUPERSEDED SURVEY CONTROL
 LX4631
 LX4631  NAD 83(1996)-  41 57 34.52114(N)    072 06 50.89402(W) AD(       ) 1
 LX4631  NAD 83(1992)-  41 57 34.52124(N)    072 06 50.89373(W) AD(       ) 1
 LX4631  NAD 83(1992)-  41 57 34.52143(N)    072 06 50.89394(W) AD(       ) 1
 LX4631  NAD 83(1986)-  41 57 34.52243(N)    072 06 50.89357(W) AD(       ) 1
 LX4631  NAD 27      -  41 57 34.17252(N)    072 06 52.61976(W) AD(       ) 1
 LX4631  NGVD 29 (07/19/86)  276.8    (m)          908.     (f) VERT ANG       
 LX4631
 LX4631.Superseded values are not recommended for survey control.
 LX4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX4631.See file dsdata.txt to determine how the superseded data were derived.
 LX4631
 LX4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3916249318(NAD 83)
 LX4631_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX4631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX4631_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX4631+STABILITY: SURFACE MOTION
 LX4631
 LX4631  HISTORY     - Date     Condition        Report By
 LX4631  HISTORY     - 1936     MONUMENTED       CTGS
 LX4631  HISTORY     - 1973     SEE DESCRIPTION  CTGS
 LX4631  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LX4631
 LX4631                          STATION DESCRIPTION
 LX4631
 LX4631'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1936 (CJT)
 LX4631'IN SECOND OPEN FIELD IN REAR OF OLD ABANDONED FARM HOUSE ON OLD
 LX4631'ROAD (ROAD NOW DISCONTINUED), ABOUT 0.6 MILES NORTHWEST OF
 LX4631'NORTH ASHFORD, 4 MILES NORTHWEST OF EASTFORD AND 4 MILES
 LX4631'NORTHEAST OF WESTFORD, BY AIRLINE, ON PROPERTY OF THE YALE
 LX4631'UNIVERSITY FORESTRY SUMMER CAMP, BARELY NORTH OF THE
 LX4631'TOLLAND-WINDHAM CO. LINE, 63 PACES NORTH OF SOUTH WALL OF FIELD AND
 LX4631'55 PACES WEST OF EAST WALL.  STATION MARK IS STAMPED YALE FOREST
 LX4631'1936.
 LX4631'
 LX4631'TO REACH FROM INTERSECTION OF STATE HIGHWAY 91 AND U.S. HIGHWAY
 LX4631'44 IN PHOENIXVILLE, GO NORTH ON STATE HIGHWAY 91 FOR 1.85 MILES
 LX4631'TO CENTER OF EASTFORD, CONTINUE 1.95 MILES TO Y.  BEAR LEFT ON
 LX4631'ASPHALT ROAD LEAVING STATE HIGHWAY 91, AND GO 2.35 MILES TO
 LX4631'CROSS ROAD AND CHURCH IN NORTH ASHFORD AT SIGNS UNION, WESTFORD
 LX4631'AND WOODSTOCK.  TURN LEFT AND GO 0.35 MILE TO NARROW DIRT T
 LX4631'ROAD.  TURN RIGHT PASSING SMALL HOUSE ON RIGHT AND SIGN
 LX4631'DISCONTINUED ON LEFT, AND GO 0.6 MILE TO DRIVEWAY ON EAST SIDE
 LX4631'OF ABANDONED FARM HOUSE.  TURN RIGHT IN DRIVEWAY AND GO 0.1
 LX4631'MILE FOLLOWING FAINT DRIVEWAY THRU OPEN FIELD AND BARWAY TO
 LX4631'STATION.
 LX4631'
 LX4631'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX4631'CONCRETE AND IN OUTCROPING BEDROCK, NOTES 1A AND 12A.
 LX4631'
 LX4631'REFERENCE MARK NO. 1 IS 62.37 FEET NORTHEAST OF STATION, AND
 LX4631'STAMPED YALE FOREST 1936 NO. 1.  REFERENCE MARK NO. 2 IS 135.24
 LX4631'FEET NORTHWEST OF STATION, AND STAMPED YALE FOREST 1936 NO. 2.
 LX4631'
 LX4631'HEIGHT OF LIGHT ABOVE STATION MARK 21.6 METERS.
 LX4631
 LX4631                          STATION RECOVERY (1973)
 LX4631
 LX4631'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1973 (AK)
 LX4631'YALE FOREST 1936 EXCELLENT
 LX4631'
 LX4631'YALE FOREST NO. 1 1936 EXCELLENT
 LX4631'
 LX4631'YALE FOREST NO. 2 1936 EXCELLENT
 LX4631'
 LX4631'STATION IS 187 FEET NORTH OF BARWAY AND 16.3 FEET NORTHWEST
 LX4631'OF 10 IN WHITE OAK.
 LX4631
 LX4631                          STATION RECOVERY (1977)
 LX4631
 LX4631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 LX4631'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 LX4631'AND FOUND IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 LX4631'MARK 1 WAS FOUND GREATER BY 10 MINUTES 30 SECONDS.  THE
 LX4631'DIRECTION TO REFERENCE MARK 2 CHECKED.  THE DISTANCE TO
 LX4631'REFERENCE MARK 1 WAS FOUND SHORTER BY 0.185 FOOT.  THE
 LX4631'DISTANCE TO REFERENCE MARK 2 WAS FOUND LONGER BY 0.30 FOOT.
 LX4631'ALL DIRECTIONS AND DISTANCES WERE COMPARED WITH THE 1936
 LX4631'OBSERVATIONS.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 LX4631'TIME.
 LX4631'
 LX4631'FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 LX4631'
 LX4631'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF EASTFORD, 4-1/4
 LX4631'MILES NORTHEAST OF WESTFORD, 3/4 MILE NORTHWEST OF NORTH
 LX4631'ASHFORD, JUST NORTH OF THE TOLLAND-WINDHAM COUNTY LINE,
 LX4631'ON CHANDLER HILL AND ON PROPERTY OWNED BY YALE UNIVERSITY.
 LX4631'PERMISSION TO USE THE STATION WAS GIVEN BY PROFESSOR DAVID
 LX4631'SMITH, YALE UNIVERSITY, NEW HAVEN, CONNECTICUT, PHONE
 LX4631'NUMBER 248-1077.
 LX4631'
 LX4631'TO REACH THE STATION FROM THE POST OFFICE IN EASTFORD, GO
 LX4631'NORTH ON STATE HIGHWAY 198 FOR 1.9 MILES TO THE JUNCTION OF
 LX4631'STATE HIGHWAY 171.  TURN LEFT AND GO NORTHWEST ON STATE
 LX4631'HIGHWAY 171 FOR 2.2 MILES TO AN OFFSET CROSS ROAD AND THE
 LX4631'EASTFORD BAPTIST CHURCH ON THE LEFT IN THE TOWN OF NORTH
 LX4631'ASHFORD.  TURN LEFT AND GO WESTERLY ON CENTRE PIKE FOR 0.3
 LX4631'MILE TO A SIDE ROAD RIGHT, JUST PAST A DRIVEWAY ON THE RIGHT.
 LX4631'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.4 MILE TO A
 LX4631'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST AND
 LX4631'NORTH ON THE TRACK ROAD FOR 0.1 MILE TO THE STATION.
 LX4631'
 LX4631'STATION MARK, STAMPED---YALE FOREST 1936---, IS A STANDARD
 LX4631'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 LX4631'IS FLUSH WITH THE GROUND SURFACE.  IT IS 186 FEET NORTH OF A
 LX4631'ROCK FENCE, 43 FEET NORTHEAST OF A LARGE 5 TRUNKED TREE, 4.5
 LX4631'FEET WEST OF A METAL WITNESS POST AND IN THE CENTER OF THE
 LX4631'TRACK ROAD.  THE 1936 DESCRIPTION DOES NOT MENTION AN
 LX4631'UNDERGROUND MARK.  A 30 INCH STEEL ROD WAS DRIVEN BESIDE THE
 LX4631'MARK.
 LX4631'
 LX4631'REFERENCE MARK 1, STAMPED---YALE FOREST 1936 NO 1---, IS A
 LX4631'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT
 LX4631'BOULDER THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 LX4631'50 FEET SOUTHEAST OF THE CENTER OF THE TRACK ROAD, 3.2 FEET
 LX4631'NORTH OF A METAL WITNESS POST AND 2 FEET WEST OF A TWIN
 LX4631'TRUNKED TREE WITH A WITNESS SIGN ATTACHED.
 LX4631'
 LX4631'REFERENCE MARK 2, STAMPED---YALE FOREST 1936 NO 2---, IS A
 LX4631'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 3 FOOT
 LX4631'BOULDER THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.  IT IS
 LX4631'98 FEET WEST OF THE CENTER OF THE TRACK ROAD, 4 FEET
 LX4631'SOUTHEAST OF A METAL WITNESS POST AND 2.5 FEET NORTH OF A
 LX4631'LARGE TWIN TRUNKED TREE.
 LX4631'
 LX4631'REFERENCE MARK 3, STAMPED---YALE FOREST 1936 N0 3 1977---, IS
 LX4631'A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT
 LX4631'IS 12 INCHES IN DIAMETER AND PROJECTS 5 INCHES ABOVE THE
 LX4631'GROUND SURFACE.  IT IS 66 FEET SOUTH OF THE ROCK FENCE, 12
 LX4631'FEET EAST OF THE CENTER OF THE TRACK ROAD, 8 FEET NORTH OF A
 LX4631'5-INCH PINE TREE AND 2.4 FEET EAST OF A METAL WITNESS POST.
 LX4631'
 LX4631'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.7 METERS.
 LX4631'
 LX4631'DESCRIBED BY A.G. THACKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6518 ***********************************************************************
 LX6518  DESIGNATION -  YALE GRADUATE SCHOOL TOWER
 LX6518  PID         -  LX6518
 LX6518  STATE/COUNTY-  CT/NEW HAVEN
 LX6518  USGS QUAD   -  NEW HAVEN (1984)
 LX6518
 LX6518                         *CURRENT SURVEY CONTROL
 LX6518  ___________________________________________________________________
 LX6518* NAD 83(1996)-  41 18 43.79631(N)    072 55 46.50132(W)     ADJUSTED  
 LX6518* NAVD 88     -                                                        
 LX6518  ___________________________________________________________________
 LX6518  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LX6518  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX6518
 LX6518  HORZ ORDER  -  THIRD
 LX6518
 LX6518.The horizontal coordinates were established by classical geodetic methods
 LX6518.and adjusted by the National Geodetic Survey in August 1998..
 LX6518
 LX6518
 LX6518.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6518
 LX6518.The geoid height was determined by GEOID03.
 LX6518
 LX6518;                    North         East     Units Scale Factor Converg.
 LX6518;SPC CT       -   205,593.770   289,762.966   MT  0.99999057   -0 07 08.7
 LX6518;SPC CT       -   674,518.89    950,664.00   sFT  0.99999057   -0 07 08.7
 LX6518;SPC NY L     -   127,755.730   389,633.650   MT  1.00002737   +0 42 00.5
 LX6518;SPC NY L     -   419,145.26  1,278,323.07   sFT  1.00002737   +0 42 00.5
 LX6518;UTM  18      - 4,575,478.967   673,305.974   MT  0.99996965   +1 22 01.7
 LX6518
 LX6518                          SUPERSEDED SURVEY CONTROL
 LX6518
 LX6518  NAD 83(1992)-  41 18 43.79537(N)    072 55 46.50116(W) AD(       ) 4
 LX6518  NAD 83(1986)-  41 18 43.79748(N)    072 55 46.50482(W) AD(       ) 4
 LX6518  NAD 27      -  41 18 43.45700(N)    072 55 48.13800(W) AD(       ) 3
 LX6518
 LX6518.Superseded values are not recommended for survey control.
 LX6518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6518.See file dsdata.txt to determine how the superseded data were derived.
 LX6518
 LX6518_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7330675479(NAD 83)
 LX6518
 LX6518  HISTORY     - Date     Condition        Report By
 LX6518  HISTORY     - 1933     MONUMENTED       CGS
 LX6518  HISTORY     - 1984     GOOD             USPSQD
 LX6518  HISTORY     - 1988     GOOD             USPSQD
 LX6518
 LX6518                          STATION DESCRIPTION
 LX6518
 LX6518'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6518'THIS IS THE TOWER OF THE YALE GRADUATE SCHOOL.  IT IS ON THE NW
 LX6518'SIDE OF YORK STREET AND AT THE HEAD OF WALL STREET.  THE TOWER
 LX6518'IS SQUARE AND BUILT OF RED-BRICK TRIMMED WITH LIMESTONE.  THE
 LX6518'ROOF IS BLACK AND SLOPES UP SHARPLY, FOUR WAYS, TO A SINGLE
 LX6518'SHAFT.  CENTER IS THE CENTER LINE OF THIS SHAFT.
 LX6518'
 LX6518'TOWER IS AN AXIS OF WALL STREET AND 49.5 METERS NW OF THE CENTER
 LX6518'LINE OF YORK STREET.
 LX6518'
 LX6518'THE TOWER IS 193 FEET HIGH TO THE TOP OF THE FINIAL.
 LX6518
 LX6518                          STATION RECOVERY (1984)
 LX6518
 LX6518'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6518'TOWER IS BEAUTIFUL - CLEAN AND IN GOOD CONDITION.
 LX6518
 LX6518                          STATION RECOVERY (1988)
 LX6518
 LX6518'RECOVERY NOTE BY US POWER SQUADRON 1988 (CL)
 LX6518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6500 ***********************************************************************
 LX6500  DESIGNATION -  YALE LIBRARY TOWER
 LX6500  PID         -  LX6500
 LX6500  STATE/COUNTY-  CT/NEW HAVEN
 LX6500  USGS QUAD   -  NEW HAVEN (1984)
 LX6500
 LX6500                         *CURRENT SURVEY CONTROL
 LX6500  ___________________________________________________________________
 LX6500* NAD 83(1996)-  41 18 40.42719(N)    072 55 43.84159(W)     ADJUSTED  
 LX6500* NAVD 88     -                                                        
 LX6500  ___________________________________________________________________
 LX6500  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LX6500  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 LX6500
 LX6500  HORZ ORDER  -  THIRD
 LX6500
 LX6500.The horizontal coordinates were established by classical geodetic methods
 LX6500.and adjusted by the National Geodetic Survey in August 1998..
 LX6500
 LX6500
 LX6500.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6500
 LX6500.The geoid height was determined by GEOID03.
 LX6500
 LX6500;                    North         East     Units Scale Factor Converg.
 LX6500;SPC CT       -   205,489.706   289,824.616   MT  0.99999064   -0 07 06.9
 LX6500;SPC CT       -   674,177.48    950,866.26   sFT  0.99999064   -0 07 06.9
 LX6500;SPC NY L     -   127,652.554   389,696.784   MT  1.00002724   +0 42 02.2
 LX6500;SPC NY L     -   418,806.75  1,278,530.20   sFT  1.00002724   +0 42 02.2
 LX6500;UTM  18      - 4,575,376.539   673,370.302   MT  0.99996992   +1 22 03.4
 LX6500
 LX6500                          SUPERSEDED SURVEY CONTROL
 LX6500
 LX6500  NAD 83(1992)-  41 18 40.42626(N)    072 55 43.84143(W) AD(       ) 4
 LX6500  NAD 83(1986)-  41 18 40.42818(N)    072 55 43.84552(W) AD(       ) 4
 LX6500  NAD 27      -  41 18 40.08800(N)    072 55 45.47700(W) AD(       ) 3
 LX6500
 LX6500.Superseded values are not recommended for survey control.
 LX6500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6500.See file dsdata.txt to determine how the superseded data were derived.
 LX6500
 LX6500_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7337075377(NAD 83)
 LX6500
 LX6500  HISTORY     - Date     Condition        Report By
 LX6500  HISTORY     - 1933     MONUMENTED       CGS
 LX6500  HISTORY     - 1984     GOOD             USPSQD
 LX6500
 LX6500                          STATION DESCRIPTION
 LX6500
 LX6500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6500'THIS IS THE TOWER OF THE YALE LIBRARY (STERLING MEMORIAL LIBRARY)
 LX6500'WHICH OCCUPIES THE ELM, YORK, HIGH, AND WALL STREETS BLOCK.  THE
 LX6500'LIBRARY AND TOWER ARE BUILT OF INDIANA LIMESTONE.  THE TOWER IS
 LX6500'SQUARE AND MASSIVE WITH CONSIDERABLE CUT STONE DECORATIONS.
 LX6500'
 LX6500'THE TOWER IS TOPPED WITH AN ORNAMENTAL WEATHER VANE HAVING AN
 LX6500'OWL ON ONE END.  CENTER IS THE AXIS OF THIS WEATHER VANE.
 LX6500'
 LX6500'THE TOWER IS ABOUT 175 FEET HIGH.
 LX6500
 LX6500                          STATION RECOVERY (1984)
 LX6500
 LX6500'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6500'TOWER AND WEATHER VANE APPEAR TO BE IN GOOD ORDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6512 ***********************************************************************
 LX6512  DESIGNATION -  YALE MEDICAL SCHOOL CUPOLA
 LX6512  PID         -  LX6512
 LX6512  STATE/COUNTY-  CT/NEW HAVEN
 LX6512  USGS QUAD   -  NEW HAVEN (1984)
 LX6512
 LX6512                         *CURRENT SURVEY CONTROL
 LX6512  ___________________________________________________________________
 LX6512* NAD 83(1996)-  41 18 11.58675(N)    072 56 02.06360(W)     ADJUSTED  
 LX6512* NAVD 88     -                                                        
 LX6512  ___________________________________________________________________
 LX6512  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 LX6512  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 LX6512
 LX6512  HORZ ORDER  -  THIRD
 LX6512
 LX6512.The horizontal coordinates were established by classical geodetic methods
 LX6512.and adjusted by the National Geodetic Survey in August 1998..
 LX6512
 LX6512
 LX6512.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6512
 LX6512.The geoid height was determined by GEOID03.
 LX6512
 LX6512;                    North         East     Units Scale Factor Converg.
 LX6512;SPC CT       -   204,600.879   289,398.872   MT  0.99999119   -0 07 19.0
 LX6512;SPC CT       -   671,261.38    949,469.47   sFT  0.99999119   -0 07 19.0
 LX6512;SPC NY L     -   126,757.699   389,283.778   MT  1.00002613   +0 41 50.3
 LX6512;SPC NY L     -   415,870.88  1,277,175.19   sFT  1.00002613   +0 41 50.3
 LX6512;UTM  18      - 4,574,476.990   672,967.761   MT  0.99996821   +1 21 50.6
 LX6512
 LX6512                          SUPERSEDED SURVEY CONTROL
 LX6512
 LX6512  NAD 83(1992)-  41 18 11.58581(N)    072 56 02.06343(W) AD(       ) 4
 LX6512  NAD 83(1986)-  41 18 11.58797(N)    072 56 02.06733(W) AD(       ) 4
 LX6512  NAD 27      -  41 18 11.24600(N)    072 56 03.69900(W) AD(       ) 3
 LX6512
 LX6512.Superseded values are not recommended for survey control.
 LX6512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6512.See file dsdata.txt to determine how the superseded data were derived.
 LX6512
 LX6512_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL7296874477(NAD 83)
 LX6512
 LX6512  HISTORY     - Date     Condition        Report By
 LX6512  HISTORY     - 1933     MONUMENTED       CGS
 LX6512  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX6512
 LX6512                          STATION DESCRIPTION
 LX6512
 LX6512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6512'STATION IS CUPOLA ATOP BUILDING JOINING INSTITUTE OF HUMAN
 LX6512'RELATIONS AND STERLING HALL OF MEDICINE.
 LX6512'
 LX6512'CENTER IS AXIS OF WEATHER VANE ABOVE CUPOLA.
 LX6512'
 LX6512'CUPOLA CARRIES A CLOCK AND IS ON A LIGHT GRAY DOME.  CUPOLA
 LX6512'IS SAME COLOR.
 LX6512'
 LX6512'STATION IS 31.5 METERS E OF CENTER LINE OF CEDAR STREET AND
 LX6512'84 METERS S OF CENTER LINE OF DAVENPORT AVENUE.  THE TOP OF THE
 LX6512'CUPOLA IS 111 FEET ABOVE THE STREET.
 LX6512
 LX6512                          STATION RECOVERY (1984)
 LX6512
 LX6512'RECOVERY NOTE BY US POWER SQUADRON 1984 (DP)
 LX6512'CUPOLA AND WEATHER VANE STILL IN PLACE - SEVERAL TALL BUILDINGS
 LX6512'HAVE BEEN BUILT NEARBY, DAVENPORT AVE. ENDS AT CEDAR ST., AND ST.
 LX6512'JOHNS CHURCH HAS BEEN DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX5889 ***********************************************************************
 LX5889  DESIGNATION -  YE CASTLE INN TURRET
 LX5889  PID         -  LX5889
 LX5889  STATE/COUNTY-  CT/MIDDLESEX
 LX5889  USGS QUAD   -  ESSEX (1977)
 LX5889
 LX5889                         *CURRENT SURVEY CONTROL
 LX5889  ___________________________________________________________________
 LX5889* NAD 83(1996)-  41 15 42.81083(N)    072 23 13.76761(W)     ADJUSTED  
 LX5889* NAVD 88     -                                                        
 LX5889  ___________________________________________________________________
 LX5889  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 LX5889  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX5889
 LX5889  HORZ ORDER  -  THIRD
 LX5889
 LX5889.The horizontal coordinates were established by classical geodetic methods
 LX5889.and adjusted by the National Geodetic Survey in August 1998..
 LX5889
 LX5889
 LX5889.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX5889
 LX5889.The geoid height was determined by GEOID03.
 LX5889
 LX5889;                    North         East     Units Scale Factor Converg.
 LX5889;SPC CT       -   200,058.650   335,206.999   MT  0.99999433   +0 14 26.1
 LX5889;SPC CT       -   656,359.09  1,099,758.30   sFT  0.99999433   +0 14 26.1
 LX5889;SPC NY L     -   122,868.823   435,153.409   MT  1.00002069   +1 03 17.8
 LX5889;SPC NY L     -   403,112.13  1,427,665.81   sFT  1.00002069   +1 03 17.8
 LX5889;UTM  18      - 4,571,122.878   718,881.957   MT  1.00018966   +1 43 25.9
 LX5889
 LX5889                          SUPERSEDED SURVEY CONTROL
 LX5889
 LX5889  NAD 83(1992)-  41 15 42.80987(N)    072 23 13.76733(W) AD(       ) 4
 LX5889  NAD 83(1986)-  41 15 42.81183(N)    072 23 13.77086(W) AD(       ) 4
 LX5889  NAD 27      -  41 15 42.45500(N)    072 23 15.46300(W) AD(       ) 3
 LX5889
 LX5889.Superseded values are not recommended for survey control.
 LX5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX5889.See file dsdata.txt to determine how the superseded data were derived.
 LX5889
 LX5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1888271123(NAD 83)
 LX5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX5889+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2004
 LX5889
 LX5889  HISTORY     - Date     Condition        Report By
 LX5889  HISTORY     - 1934     FIRST OBSERVED   CGS
 LX5889  HISTORY     - 1948     GOOD             CGS
 LX5889  HISTORY     - 1960     GOOD             CGS
 LX5889  HISTORY     - 1983     GOOD             USPSQD
 LX5889  HISTORY     - 1988     GOOD             USPSQD
 LX5889  HISTORY     - 1988     GOOD             USPSQD
 LX5889  HISTORY     - 19950801 GOOD             USPSQD
 LX5889  HISTORY     - 19970127 GOOD             USPSQD
 LX5889  HISTORY     - 20040101 GOOD             USPSQD
 LX5889
 LX5889                          STATION DESCRIPTION
 LX5889
 LX5889'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX5889'YE CASTLE INN IS LOCATED ON THE EXTREME SOUTHERN PART OF
 LX5889'CORNFIELD POINT IN THE TOWN OF SAYBROOK.  THE BUILDING IS MADE
 LX5889'OF FIELD STONES AND HAS A RED TILE ROOF WITH MANY GABLES.  THE
 LX5889'TURRET IS ALSO MADE OF FIELD STONES.  IT IS ROUND WITH A FLAT
 LX5889'WOODEN BALCONY AT THE TOP WITH A FLAGSTAFF NEAR THE CENTER.
 LX5889'
 LX5889'STATION IS CENTER LINE OF TURRET.  HEIGHT ABOUT 50 FEET.
 LX5889
 LX5889                          STATION RECOVERY (1948)
 LX5889
 LX5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX5889'STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 LX5889'ADEQUATE.  IT IS TO BE NOTED THAT ON SOME CHARTS THIS STATION
 LX5889'IS REFERRED TO AS YE CASTLE INN TOWER.
 LX5889
 LX5889                          STATION RECOVERY (1960)
 LX5889
 LX5889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (GFW)
 LX5889'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  PREVIOUS
 LX5889'DESCRIPTIONS COMPLETE AND ADEQUATE.
 LX5889
 LX5889                          STATION RECOVERY (1983)
 LX5889
 LX5889'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGE)
 LX5889'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE
 LX5889'AND ACCURATE.
 LX5889
 LX5889                          STATION RECOVERY (1988)
 LX5889
 LX5889'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX5889'RECOVERED IN GOOD CONDITION.
 LX5889
 LX5889                          STATION RECOVERY (1988)
 LX5889
 LX5889'RECOVERY NOTE BY US POWER SQUADRON 1988 (JGE)
 LX5889'RECOVERED IN GOOD CONDITION.
 LX5889
 LX5889                          STATION RECOVERY (1995)
 LX5889
 LX5889'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX5889'RECOVERED IN GOOD CONDITION.
 LX5889
 LX5889                          STATION RECOVERY (1997)
 LX5889
 LX5889'RECOVERY NOTE BY US POWER SQUADRON 1997
 LX5889'RECOVERED IN GOOD CONDITION.
 LX5889
 LX5889                          STATION RECOVERY (2004)
 LX5889
 LX5889'RECOVERY NOTE BY US POWER SQUADRON 2004 (RMS)
 LX5889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX7272 ***********************************************************************
 LX7272  DESIGNATION -  YELLOW
 LX7272  PID         -  LX7272
 LX7272  STATE/COUNTY-  CT/LITCHFIELD
 LX7272  USGS QUAD   -  COLLINSVILLE (1984)
 LX7272
 LX7272                         *CURRENT SURVEY CONTROL
 LX7272  ___________________________________________________________________
 LX7272* NAD 83(1996)-  41 50 30.90747(N)    072 59 54.51451(W)     ADJUSTED  
 LX7272* NAVD 88     -       333.2    (meters)    1093.     (feet)  VERTCON   
 LX7272  ___________________________________________________________________
 LX7272  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 LX7272  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 LX7272
 LX7272  HORZ ORDER  -  FIRST
 LX7272
 LX7272.The horizontal coordinates were established by classical geodetic methods
 LX7272.and adjusted by the National Geodetic Survey in August 1998..
 LX7272
 LX7272.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX7272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX7272
 LX7272.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX7272
 LX7272.The geoid height was determined by GEOID03.
 LX7272
 LX7272;                    North         East     Units Scale Factor Converg.
 LX7272;SPC CT       -   264,444.119   284,163.368   MT  0.99999759   -0 09 53.1
 LX7272;SPC CT       -   867,597.08    932,292.65   sFT  0.99999759   -0 09 53.1
 LX7272;SPC MA M     -   844,604.509    75,551.689   MT  0.99998404   -1 00 23.7
 LX7272;SPC MA M     - 2,771,006.63    247,872.50   sFT  0.99998404   -1 00 23.7
 LX7272;UTM  18      - 4,634,161.503   666,174.849   MT  0.99993981   +1 20 07.7
 LX7272
 LX7272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX7272!SPC CT       -   0.99995228  x   0.99999759  =   0.99994987
 LX7272!SPC MA M     -   0.99995228  x   0.99998404  =   0.99993632
 LX7272!UTM  18      -   0.99995228  x   0.99993981  =   0.99989209
 LX7272
 LX7272|---------------------------------------------------------------------|
 LX7272| PID    Reference Object                     Distance      Geod. Az  |
 LX7272|                                                           dddmmss.s |
 LX7272| CZ8148 YELLOW RM 1                          22.821 METERS 03540     |
 LX7272| LX7285 BARBER RESET                        APPROX. 7.8 KM 0481438.7 |
 LX7272| CZ8149 YELLOW RM 2                          21.332 METERS 15845     |
 LX7272| CZ8150 YELLOW RM 3                          23.860 METERS 25908     |
 LX7272|---------------------------------------------------------------------|
 LX7272
 LX7272                          SUPERSEDED SURVEY CONTROL
 LX7272
 LX7272  NAD 83(1996)-  41 50 30.90727(N)    072 59 54.51466(W) AD(       ) 1
 LX7272  NAD 83(1992)-  41 50 30.90776(N)    072 59 54.51508(W) AD(       ) 1
 LX7272  NAD 83(1992)-  41 50 30.90873(N)    072 59 54.51596(W) AD(       ) 1
 LX7272  NAD 83(1986)-  41 50 30.90869(N)    072 59 54.51645(W) AD(       ) 1
 LX7272  NAD 27      -  41 50 30.55500(N)    072 59 56.13200(W) AD(       ) 1
 LX7272  NGVD 29 (07/19/86)  333.4    (m)         1094.     (f) VERT ANG       
 LX7272
 LX7272.Superseded values are not recommended for survey control.
 LX7272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX7272.See file dsdata.txt to determine how the superseded data were derived.
 LX7272
 LX7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM6617534162(NAD 83)
 LX7272_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX7272_SETTING: 80 = SET IN A BOULDER
 LX7272_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LX7272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX7272+STABILITY: SURFACE MOTION
 LX7272
 LX7272  HISTORY     - Date     Condition        Report By
 LX7272  HISTORY     - 1938     MONUMENTED       CTGS
 LX7272  HISTORY     - 1971     SEE DESCRIPTION  CTDT
 LX7272  HISTORY     - 1979     MARK NOT FOUND   NGS
 LX7272  HISTORY     - 1980     GOOD             NGS
 LX7272
 LX7272                          STATION DESCRIPTION
 LX7272
 LX7272'DESCRIBED BY CONNECTICUT GEODETIC SURVEY 1938 (CJT)
 LX7272'ON YELLOW MOUNTAIN, A HIGH HILL 2-1/2 MILES SOUTHWEST OF
 LX7272'NEW HARTFORD AND 1-1/4 MILES NORTHWEST OF COLLINSVILLE,
 LX7272'AMONGST 20-TO 30-FOOT TREES (SPRUCE AND OAK), 32 FEET
 LX7272'EAST-SOUTHEAST OF BLAZED OAK, AND 35 FEET SOUTH-SOUTHEAST OF
 LX7272'BLAZED OAK (WHICH IS NORTHEAST OF LARGE BOULDER 4 FEET
 LX7272'SQUARE).  STATION IS STAMPED YELLOW-1938, AND ABOUT A FOOT OF
 LX7272'TURF COVERS THE SAME.
 LX7272'
 LX7272'TO REACH FROM TORRINGTON AT POST OFFICE, GO EAST ON STATE
 LX7272'HIGHWAY 4 (TOWARDS HARTFORD) FOR 6.9 MILES TO A T-ROAD LEFT
 LX7272'(NORTH) (ROAD TO TOWN HILL AND NEW HARTFORD).  PROCEED 1.1
 LX7272'MILES TO A TRIANGULAR PARKWAY ON RIGHT (200 FEET WEST OF CHURCH
 LX7272'MEMORIAL).  TURN RIGHT ON DIRT ROAD INTO ANOTHER DIRT ROAD
 LX7272'MAKING A HALF-CIRCLE TURN (THIS ROAD RUNS SOUTH-SOUTHEAST).
 LX7272'PROCEED 0.2 MILE TO WOODS ROAD LEFT (SOUTHEAST) AT POINT WHERE
 LX7272'TELEPHONE LINE CROSSES ROAD.  FOLLOW ROUGH WOODS ROAD 0.5 MILE
 LX7272'TO DIM Y-ROAD.  GO RIGHT ABOUT 200 FEET (END OF TRUCK
 LX7272'TRAVEL).  STATION IS 150 FEET SOUTHWEST OF HERE UP BLAZED
 LX7272'TRAIL.
 LX7272'
 LX7272'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 LX7272'OUTCROPPING BEDROCK, NOTES 4 AND 12A.
 LX7272'
 LX7272'REFERENCE MARK NO.1 IS 75.1 FEET NORTHEAST AND 12 FEET BELOW
 LX7272'THE STATION, AND IS STAMPED YELLOW-1938-NO.1.  REFERENCE MARK
 LX7272'NO.2 IS 69.9 FEET SOUTH OF STATION, AND STAMPED
 LX7272'YELLOW-1938-NO.2.  REFERENCE MARK NO.3 IS 78.6 FEET WEST OF
 LX7272'STATION, AND STAMPED YELLOW-1938-NO.3.
 LX7272'
 LX7272'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 LX7272
 LX7272                          STATION RECOVERY (1971)
 LX7272
 LX7272'RECOVERY NOTE BY CT DEPT OF TRANSP 1971
 LX7272'STATION YELLOW 1938, AND THE THREE RMS WERE FOUND IN GOOD CONDITION.
 LX7272'
 LX7272'TO REACH FROM THE INTERSECTION OF RT. 219 (TOWN HILL RD.) AND
 LX7272'RT. 25 IN NEW HARTFORD, GO NORTH ON RT. 219 FOR 1.84 MILES TO
 LX7272'HOPPEN RD. ON RIGHT (200 FT WEST OF CHURCH MEMORIAL).  TURN
 LX7272'RIGHT ON A DIM ROAD LOCATED ON THE HALF CIRCLE BETWEEN HOPPEN
 LX7272'RD. AND RT 219.  PROCEED ON FOOT SOUTHERLY FOR ABOUT SIX
 LX7272'MINUTES TO A Y IN ROAD.  BEAR LEFT AT Y AND CONTINUE
 LX7272'SOUTHEASTERLY FOR ABOUT NINE MINUTES TO ANOTHER Y IN ROAD,
 LX7272'WITH PINE GROVE ON LEFT, A BLAZED 18 IN WHITE OAK AND 18 IN
 LX7272'BLACK BIRCH ON RIGHT.  BEAR RIGHT AND GO ABOUT THREE MINUTES
 LX7272'TO POINT WHERE ROAD GOES THROUGH A SHORT SECTION OF STONE
 LX7272'WALL.  STATION IS ABOUT 200 FT NORTHWESTERLY UP THE HILL.
 LX7272
 LX7272                          STATION RECOVERY (1979)
 LX7272
 LX7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JCL)
 LX7272'NO PREVIOUS DESCRIPTION AVAILABLE.  STATION MARK NOT RECOVERED.  A
 LX7272'METAL WITNESS POST WAS FOUND AT STATION SITE.  REFERENCE MARKS 1, 2
 LX7272'AND 3 WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 LX7272'
 LX7272'STATION SITE IS LOCATED 4 1/2 MILES WEST-NORTHWEST OF
 LX7272'COLLINSVILLE, 1 1/2 MILES SOUTH OF NEW HARTFORD, 2 1/2 MILES NORTH
 LX7272'OF THE HARTFORD COUNTY LINE, IN DENSE WOODS (PROPERTY OWNER UNKNOWN).
 LX7272'
 LX7272'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 44 + 219 IN NEW
 LX7272'HARTFORD, GO SOUTH ON HIGHWAY 219 FOR 0.95 MILE TO WEST HILL ROAD ON
 LX7272'THE RIGHT.  CONTINUE ON HIGHWAY 219 FOR 2.1 MILES TO A PAVED ROAD
 LX7272'LEFT.  TURN LEFT ON HOPPEN ROAD FOR 50 FEET TO A WOODS ROAD ON THE
 LX7272'RIGHT.  (RECON WALKED REST OF WAY).  FOLLOW WOODS ROAD SOUTH FOR ABOUT
 LX7272'0.35 MILE TO A SMALL CREEK.  CONTINUE AHEAD FOR ABOUT 0.2 MILE TO A
 LX7272'FORK.  KEEP AHEAD MAIN ROAD FOR 50 FEET TO A VERY DIM FORK.  BEAR
 LX7272'RIGHT (200 DEGREES MAGNETIC) ON GROWN OVER ROAD FOR ABOUT 0.15 MILE
 LX7272'TO A BREAK IN A ROCK WALL ON THE RIGHT.  BEAR RIGHT THROUGH GAP AND GO
 LX7272'UPHILL FOR 100 YDS TO STATION SITE.  STATION SITE IS ON THE NORTH END
 LX7272'OF THE RIDGE.  THERE IS HIGHER GROUND SOUTHWEST OF STATION SITE.
 LX7272'
 LX7272'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---YELLOW 1938 NO 1--- IS
 LX7272'SET IN A DRILL HOLE IN A 2X4X1 FOOT HIGH BOULDER.
 LX7272'
 LX7272'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---YELLOW 1938 NO 2---
 LX7272'SET IN A DRILL HOLE IN A 3X7X2 FOOT HIGH BOULDER.
 LX7272'
 LX7272'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---YELLOW 1938 NO 3---
 LX7272'SET IN A DRILL HOLE IN A 2X2X1 FOOT HIGH BOULDER.
 LX7272
 LX7272                          STATION RECOVERY (1980)
 LX7272
 LX7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (VDN)
 LX7272'THE STATION MARK AND REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 LX7272'IN GOOD CONDITION.  DIFFERENCES IN DISTANCE OF 0.070 METER
 LX7272'SHORTER TO REFERENCE MARK 1, 0.027 METER LONGER TO
 LX7272'REFERENCE MARK 2, 0.097 METER SHORTER TO REFERENCE MARK 3, AND
 LX7272'4 MINUTES 53 SECONDS LARGER IN THE ANGLE BETWEEN REFERENCE MARKS
 LX7272'2 AND 3 WAS NOTED AND VERIFIED.  THE ANGLE BETWEEN REFERENCE MARKS
 LX7272'1 AND 2 COMPARED FAVORABLY WITH PREVIOUS DATA.  A COMPLETE
 LX7272'NEW DESCRIPTION FOLLOWS.
 LX7272'
 LX7272'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) WEST-NORTHWEST OF
 LX7272'COLLINSVILLE, 4 KM (2-1/2 MI) NORTH OF THE HARTFORD COUNTY LINE,
 LX7272'AND 2.4 KM (1-1/2 MI) SOUTH OF NEW HARTFORD.
 LX7272'OWNERSHIP--MR ANDREW FATTORE, HOPPEN ROAD, RFD NO 1,
 LX7272'NEW HARTFORD, CT 06057, PHONE 203-379-8379.
 LX7272'
 LX7272'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 44 AND
 LX7272'STATE HIGHWAY 219 IN NEW HARTFORD, GO SOUTH ON HIGHWAY 219 FOR
 LX7272'1.5 KM (0.9 MI) TO WEST HILL ROAD ON THE RIGHT.  CONTINUE
 LX7272'ON HIGHWAY 219 FOR 3.0 KM (1.9 MI) TO A PAVED ROAD LEFT,
 LX7272'HOPPEN ROAD.  BEAR LEFT BETWEEN HOPPEN ROAD AND HIGHWAY 219,
 LX7272'SOUTHEAST, ON A WOODS TRACK ROAD FOR 1.1 KM (0.7 MI) TO FOUR
 LX7272'BEECH TREES ON THE LEFT (ONE WITH A TRIANGULAR BLAZE.) AND END
 LX7272'OF TRUCK TRAVEL.  PACK WESTERLY FOR ABOUT 10 MINUTES TO HIGHEST
 LX7272'GROUND AND STATION.
 LX7272'
 LX7272'THE STATION IS A STANDARD CGS DISK
 LX7272'STAMPED---YELLOW 1938---,
 LX7272'THE MARK IS SET IN A DRILL HOLE IN BEDROCK 37 CM BELOW THE
 LX7272'GROUND.
 LX7272'IT IS LOCATED
 LX7272'8.0 METERS (26.2 FT) NORTH-NORTHEAST FROM A 35 CM OAK TREE WITH
 LX7272'TRIANGULAR BLAZE,
 LX7272'3.2 METERS (10.5 FT) SOUTHEAST FROM A 30 CM OAK TREE WITH
 LX7272'TRIANGULAR BLAZE, AND
 LX7272'1.7 METERS (5.6 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 LX7272'
 LX7272'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 LX7272'STAMPED---YELLOW NO 1 1938---,
 LX7272'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7272'24.5 METERS (80.4 FT) EAST-NORTHEAST FROM A METAL WITNESS POST AND
 LX7272'3.4 METERS (11.2 FT) WEST-NORTHWEST FROM A 30 CM MAPLE TREE WITH
 LX7272'TRIANGULAR BLAZE.
 LX7272'MARK IS BELOW STATION 0.5 METER.
 LX7272'
 LX7272'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 LX7272'STAMPED---YELLOW NO 2 1938---,
 LX7272'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7272'13.4 METERS (44.0 FT) SOUTH FROM A 30 CM OAK TREE WITH TRIANGULAR
 LX7272'BLAZE AND
 LX7272'1.2 METERS (3.9 FT) NORTHEAST FROM A 30 CM OAK TREE WITH
 LX7272'TRIANGULAR BLAZE.
 LX7272'MARK IS ABOVE STATION 0.5 METER.
 LX7272'
 LX7272'REFERENCE MARK NUMBER 3 IS A STANDARD CGS DISK
 LX7272'STAMPED---YELLOW NO 3 1938---,
 LX7272'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX7272'22.2 METERS (72.8 FT) WEST FROM A METAL WITNESS POST AND
 LX7272'0.87 METER (2.8 FT) EAST-NORTHEAST FROM A 30 CM OAK TREE WITH
 LX7272'TRIANGULAR BLAZE.
 LX7272'MARK IS ABOVE STATION 0.5 METER.
 LX7272'
 LX7272'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE LINE BLOCKED BY
 LX7272'TREES.  NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 LX7272'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 21.0 METERS.
 LX7272'
 LX7272'DESCRIBED BY K.R. WALLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6204 ***********************************************************************
 LX6204  DESIGNATION -  YMCA
 LX6204  PID         -  LX6204
 LX6204  STATE/COUNTY-  CT/NEW HAVEN
 LX6204  USGS QUAD   -  CLINTON (1984)
 LX6204
 LX6204                         *CURRENT SURVEY CONTROL
 LX6204  ___________________________________________________________________
 LX6204* NAD 83(1996)-  41 15 57.81106(N)    072 36 06.20786(W)     ADJUSTED  
 LX6204* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 LX6204  ___________________________________________________________________
 LX6204  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LX6204  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 LX6204
 LX6204  HORZ ORDER  -  SECOND
 LX6204
 LX6204.The horizontal coordinates were established by classical geodetic methods
 LX6204.and adjusted by the National Geodetic Survey in August 1998..
 LX6204
 LX6204.The orthometric height was scaled from a topographic map.
 LX6204
 LX6204.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6204
 LX6204.The geoid height was determined by GEOID03.
 LX6204
 LX6204;                    North         East     Units Scale Factor Converg.
 LX6204;SPC CT       -   200,468.222   317,225.423   MT  0.99999399   +0 05 53.9
 LX6204;SPC CT       -   657,702.83  1,040,763.74   sFT  0.99999399   +0 05 53.9
 LX6204;SPC NY L     -   123,022.492   417,167.344   MT  1.00002121   +0 54 52.5
 LX6204;SPC NY L     -   403,616.29  1,368,656.53   sFT  1.00002121   +0 54 52.5
 LX6204;UTM  18      - 4,571,066.734   700,893.137   MT  1.00009671   +1 34 56.4
 LX6204
 LX6204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6204!SPC CT       -   1.00000369  x   0.99999399  =   0.99999768
 LX6204!SPC NY L     -   1.00000369  x   1.00002121  =   1.00002490
 LX6204!UTM  18      -   1.00000369  x   1.00009671  =   1.00010040
 LX6204
 LX6204:                Primary Azimuth Mark                     Grid Az
 LX6204:SPC CT       -  MADISON BEACH YACHT CLUB CHIM            006 17 51.2
 LX6204:SPC NY L     -  MADISON BEACH YACHT CLUB CHIM            005 28 52.6
 LX6204:UTM  18      -  MADISON BEACH YACHT CLUB CHIM            004 48 48.7
 LX6204
 LX6204|---------------------------------------------------------------------|
 LX6204| PID    Reference Object                     Distance      Geod. Az  |
 LX6204|                                                           dddmmss.s |
 LX6204| LX6200 MADISON BEACH YACHT CLUB CHIM       466.936 METERS 0062345.1 |
 LX6204| LX6198 KILLINGWORTH CONG CH DOME           APPROX.11.2 KM 0153802.8 |
 LX6204| LX6201 MUHLFELDS FLAGPOLE                  APPROX. 1.0 KM 0605306.2 |
 LX6204| LX6195 COOPER CHIMNEY                      APPROX. 2.3 KM 0644635.2 |
 LX6204| LX6197 JOSIFKOS CHIMNEY                    APPROX. 2.9 KM 0732150.2 |
 LX6204| LX6185 PONDS STACK                         APPROX. 6.1 KM 0745454.8 |
 LX6204| LX6187 HAMMONASSET FLAGPOLE                APPROX. 3.8 KM 0855306.1 |
 LX6204| LX6190 CLAMHOUSE STACK                     APPROX. 3.3 KM 0940236.8 |
 LX6204| CZ8152 YMCA RM 2                            17.100 METERS 09544     |
 LX6204| LX6330 KELSEY POINT BREAKWATER LT          APPROX. 8.2 KM 1073939.4 |
 LX6204| LX6199 TUXIS ISLAND 2                       41.360 METERS 12844     |
 LX6204| LX6205 GARVANS CHIMNEY                     APPROX. 1.5 KM 2962126.5 |
 LX6204| LX6236 NORTHAMS HOUSE                      APPROX. 8.9 KM 3454637.6 |
 LX6204| CZ8151 YMCA RM 1                            15.340 METERS 35522     |
 LX6204| LX6203 MADISON CONG CHURCH TOWER           APPROX. 1.5 KM 3553849.8 |
 LX6204|---------------------------------------------------------------------|
 LX6204
 LX6204                          SUPERSEDED SURVEY CONTROL
 LX6204
 LX6204  NAD 83(1992)-  41 15 57.81016(N)    072 36 06.20767(W) AD(       ) 2
 LX6204  NAD 83(1986)-  41 15 57.81236(N)    072 36 06.21077(W) AD(       ) 2
 LX6204  NAD 27      -  41 15 57.46200(N)    072 36 07.87500(W) AD(       ) 2
 LX6204
 LX6204.Superseded values are not recommended for survey control.
 LX6204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6204.See file dsdata.txt to determine how the superseded data were derived.
 LX6204
 LX6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0089371067(NAD 83)
 LX6204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6204_SETTING: 66 = SET IN ROCK OUTCROP
 LX6204_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX6204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX6204+STABILITY: POSITION/ELEVATION WELL
 LX6204
 LX6204  HISTORY     - Date     Condition        Report By
 LX6204  HISTORY     - 1933     MONUMENTED       CGS
 LX6204  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6204
 LX6204                          STATION DESCRIPTION
 LX6204
 LX6204'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6204'THIS STATION IS ON THE HIGHEST PART OF TUXIS ISLAND, A FORMER
 LX6204'CAMP GROUND OF THE Y.M.C.A. OF NEW HAVEN.  THE LONG AXIS OF THE
 LX6204'ISLAND LIES NW AND SE.  THE STATION IS ON THE SOUTHERLY SIDE OF
 LX6204'THE ISLAND ABOUT 12 METERS BACK FROM THE BREAK WHERE THE LEDGE
 LX6204'DROPS ABRUPTLY TO THE SHORE LINE.  THERE IS A LANDING FOR SMALL
 LX6204'BOATS ON THE NORTHEASTERLY SHORE OF THE ISLAND AND A PATH LEADS
 LX6204'FROM THE DOCK DIRECTLY TO THE STATION.  THE DOCK BEARS N 5 DEG
 LX6204'E (MAGNETIC) FROM THE STATION.  7 METERS NORTHEASTERLY OF THE
 LX6204'STATION THE LEDGE DROPS TO THE GENERAL LEVEL OF THE ISLAND.
 LX6204'
 LX6204'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LX6204'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 LX6204'THE ROCK AS DESCRIBED IN NOTE 2A.  REFERENCE MARK NO.1 IS A
 LX6204'STANDARD BRONZE DISK SET IN A BOULDER AS DESCRIBED IN NOTE
 LX6204'12C.  REFERENCE MARK NO.2 IS A STANDARD BRONZE DISK IN
 LX6204'OUTCROPPING BEDROCK AS DESCRIBED IN 12A.
 LX6204'
 LX6204'REFERENCE MARK NO.1 IS IN AN OUTCROPPING BOULDER BESIDE THE
 LX6204'PATH LEADING FROM THE DOCK.  IT IS AT THE NORTHEASTERLY BASE OF
 LX6204'THE LEDGE CARRYING THE STATION.  IT BEARS N 10 DEG E (MAGNETIC).
 LX6204'
 LX6204'REFERENCE MARK NO.2 IS IN THE SOUTHEASTERLY EXTREMITY OF THE
 LX6204'LEDGE.  IT BEARS S 72 DEG E (MAGNETIC).
 LX6204'
 LX6204'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 LX6204
 LX6204                          STATION RECOVERY (1961)
 LX6204
 LX6204'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6204'THE STATION AND R.M.S WERE RECOVERED IN GOOD CONDITION.  STATION
 LX6204'IS STAMPED Y.M.C.A. 1933, R.M.S ARE STAMPED, YMCA NO 1 1933 AND
 LX6204'YMCA NO 2 1933.  DESCRIPTION BY G.C.M. IN 1933 IS COMPLETE AND
 LX6204'ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6419 ***********************************************************************
 LX6419  DESIGNATION -  YOUNG
 LX6419  PID         -  LX6419
 LX6419  STATE/COUNTY-  CT/NEW HAVEN
 LX6419  USGS QUAD   -  BRANFORD (1984)
 LX6419
 LX6419                         *CURRENT SURVEY CONTROL
 LX6419  ___________________________________________________________________
 LX6419* NAD 83(1996)-  41 16 40.41441(N)    072 46 44.52842(W)     ADJUSTED  
 LX6419* NAVD 88     -         4.     (meters)      13.     (feet)  SCALED    
 LX6419  ___________________________________________________________________
 LX6419  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LX6419  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 LX6419
 LX6419  HORZ ORDER  -  SECOND
 LX6419
 LX6419.The horizontal coordinates were established by classical geodetic methods
 LX6419.and adjusted by the National Geodetic Survey in August 1998..
 LX6419
 LX6419.The orthometric height was scaled from a topographic map.
 LX6419
 LX6419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6419
 LX6419.The geoid height was determined by GEOID03.
 LX6419
 LX6419;                    North         East     Units Scale Factor Converg.
 LX6419;SPC CT       -   201,772.266   302,367.994   MT  0.99999305   -0 01 09.3
 LX6419;SPC CT       -   661,981.18    992,018.99   sFT  0.99999305   -0 01 09.3
 LX6419;SPC NY L     -   124,114.566   402,292.406   MT  1.00002273   +0 47 55.0
 LX6419;SPC NY L     -   407,199.21  1,319,854.34   sFT  1.00002273   +0 47 55.0
 LX6419;UTM  18      - 4,571,985.512   686,005.910   MT  1.00002582   +1 27 56.2
 LX6419
 LX6419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX6419!SPC CT       -   1.00000413  x   0.99999305  =   0.99999718
 LX6419!SPC NY L     -   1.00000413  x   1.00002273  =   1.00002686
 LX6419!UTM  18      -   1.00000413  x   1.00002582  =   1.00002995
 LX6419
 LX6419:                Primary Azimuth Mark                     Grid Az
 LX6419:SPC CT       -  PRATT GABLE                              124 35 54.6
 LX6419:SPC NY L     -  PRATT GABLE                              123 46 50.3
 LX6419:UTM  18      -  PRATT GABLE                              123 06 49.1
 LX6419
 LX6419|---------------------------------------------------------------------|
 LX6419| PID    Reference Object                     Distance      Geod. Az  |
 LX6419|                                                           dddmmss.s |
 LX6419| LX6247 PRATT GABLE                         APPROX. 3.4 KM 1243445.3 |
 LX6419| LX6351 FALKNER IS LIGHTHOUSE               APPROX.12.8 KM 1244843.0 |
 LX6419| CZ8155 YOUNG RM 3 AZIMUTH                                 2124402.4 |
 LX6419| CZ8153 YOUNG RM 1                           10.230 METERS 23139     |
 LX6419| LX6433 TRINITY EPIS CHURCH SPIRE           APPROX. 2.6 KM 2794110.8 |
 LX6419| LX6442 ZADONIVITCH BARN GABLE              APPROX. 4.1 KM 3011330.5 |
 LX6419| CZ8154 YOUNG RM 2                           14.540 METERS 31857     |
 LX6419|---------------------------------------------------------------------|
 LX6419
 LX6419                          SUPERSEDED SURVEY CONTROL
 LX6419
 LX6419  NAD 83(1992)-  41 16 40.41352(N)    072 46 44.52825(W) AD(       ) 2
 LX6419  NAD 83(1986)-  41 16 40.41555(N)    072 46 44.53140(W) AD(       ) 2
 LX6419  NAD 27      -  41 16 40.06800(N)    072 46 46.17900(W) AD(       ) 2
 LX6419
 LX6419.Superseded values are not recommended for survey control.
 LX6419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6419.See file dsdata.txt to determine how the superseded data were derived.
 LX6419
 LX6419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8600671986(NAD 83)
 LX6419_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LX6419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX6419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LX6419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX6419+STABILITY: SURFACE MOTION
 LX6419
 LX6419  HISTORY     - Date     Condition        Report By
 LX6419  HISTORY     - 1933     MONUMENTED       CGS
 LX6419  HISTORY     - 1961     SEE DESCRIPTION  CGS
 LX6419
 LX6419                          STATION DESCRIPTION
 LX6419
 LX6419'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6419'THIS STATION IS LOCATED ON SUNSET HILL, THE HIGHEST POINT OF THE
 LX6419'A.M. YOUNG COMPANY ESTATE AT PINE ORCHARD.  IT MAY BE REACHED
 LX6419'FROM THE TOWN OF BRANFORD AS FOLLOWS--AT TRAFFIC LIGHT IN MAIN
 LX6419'STREET TURN INTO MONTOWESE STREET.  GO 0.4 MILE TO FORK IN ROAD
 LX6419'WITH SIGN READING PINE ORCHARD.  TURN LEFT WITH TROLLEY TRACKS
 LX6419'AND GO 1.8 MILES TO THE ENTRANCE OF THE YOUNG COMPANY ESTATE.  A
 LX6419'PRIVATE ROAD LEADS FROM THIS POINT PAST THE OFFICE OF THE
 LX6419'COMPANY THROUGH THE WOODS AND ACROSS THE RAILROAD TRACKS TO THE
 LX6419'SUMMIT OF SUNSET HILL.  THE STATION IS IN AN APPLE ORCHARD,
 LX6419'ABOUT 10 METERS E OF THIS ROAD AND ABOUT 6 METERS W OF AN
 LX6419'18-INCH BLACK STUMP.
 LX6419'
 LX6419'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LX6419'DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 LX6419'
 LX6419'REFERENCE MARK NO. 1 AND REFERENCE MARK NO.2 ARE EACH ABOUT 2
 LX6419'METERS E OF THE FARM ROAD.  REFERENCE MARK NO.1 BEARS S 65 DEG
 LX6419'W (MAGNETIC).  REFERENCE MARK NO.2 BEARS N 30 DEG W
 LX6419'(MAGNETIC).  REFERENCE MARK NO.3 IS A MERESTONE MARKING A TRAVERSE
 LX6419'POINT OF YOUNGS PRIVATE SURVEY AND BEARS APPROXIMATELY SW
 LX6419'(MAGNETIC).
 LX6419'
 LX6419'HEIGHT OF LIGHT ABOVE STATION MARK 10 METERS.
 LX6419
 LX6419                          STATION RECOVERY (1961)
 LX6419
 LX6419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GFW)
 LX6419'NO TRACE OF THIS STATION COULD BE FOUND.  A HOUSING DEVELOPMENT
 LX6419'HAS BEEN BUILT IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0726 ***********************************************************************
 LW0726  DESIGNATION -  YY 37
 LW0726  PID         -  LW0726
 LW0726  STATE/COUNTY-  CT/NEW LONDON
 LW0726  USGS QUAD   -  MYSTIC (1984)
 LW0726
 LW0726                         *CURRENT SURVEY CONTROL
 LW0726  ___________________________________________________________________
 LW0726* NAD 83(1986)-  41 20 56.     (N)    071 54 46.     (W)     SCALED    
 LW0726* NAVD 88     -         3.853  (meters)      12.64   (feet)  ADJUSTED  
 LW0726  ___________________________________________________________________
 LW0726  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 LW0726  DYNAMIC HT  -           3.852 (meters)      12.64  (feet)  COMP
 LW0726  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 LW0726
 LW0726  VERT ORDER  -  FIRST     CLASS I
 LW0726
 LW0726.The horizontal coordinates were scaled from a topographic map and have
 LW0726.an estimated accuracy of +/- 6 seconds.
 LW0726
 LW0726.The orthometric height was determined by differential leveling
 LW0726.and adjusted by the National Geodetic Survey in June 1991..
 LW0726
 LW0726.The geoid height was determined by GEOID03.
 LW0726
 LW0726.The dynamic height is computed by dividing the NAVD 88
 LW0726.geopotential number by the normal gravity value computed on the
 LW0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0726.degrees latitude (g = 980.6199 gals.).
 LW0726
 LW0726.The modeled gravity was interpolated from observed gravity values.
 LW0726
 LW0726;                    North         East    Units  Estimated Accuracy
 LW0726;SPC CT       -   210,000.      374,870.      MT  (+/- 180 meters Scaled)
 LW0726
 LW0726                          SUPERSEDED SURVEY CONTROL
 LW0726
 LW0726  NGVD 29 (??/??/92)    4.143  (m)           13.59   (f) ADJ UNCH    1 1
 LW0726
 LW0726.Superseded values are not recommended for survey control.
 LW0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0726.See file dsdata.txt to determine how the superseded data were derived.
 LW0726
 LW0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF563815(NAD 83)
 LW0726_MARKER: DB = BENCH MARK DISK
 LW0726_SETTING: 66 = SET IN ROCK OUTCROP
 LW0726_SP_SET: BEDROCK
 LW0726_STAMPING: YY 37 1965
 LW0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0726+STABILITY: POSITION/ELEVATION WELL
 LW0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LW0726+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW0726
 LW0726  HISTORY     - Date     Condition        Report By
 LW0726  HISTORY     - 1965     MONUMENTED       CGS
 LW0726  HISTORY     - 1984     GOOD             USPSQD
 LW0726  HISTORY     - 1987     GOOD             USPSQD
 LW0726  HISTORY     - 20000110 GOOD             USPSQD
 LW0726  HISTORY     - 20020219 GOOD             USPSQD
 LW0726
 LW0726                          STATION DESCRIPTION
 LW0726
 LW0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0726'0.8 MI NW FROM STONINGTON.
 LW0726'0.2 MILE WEST ALONG TRUMBULL AVENUE FROM THE NORTHEAST END OF
 LW0726'THE OVERPASS OVER THE NY, NH AND H RAILROAD AT STONINGTON, THENCE
 LW0726'0.6 MILE NORTHWEST ALONG FLANDERS ROAD, AT THE INTERSECTION OF
 LW0726'U.S. HIGHWAY 1 AND FLANDERS ROAD, SET ON TOP AND AT THE HIGHEST
 LW0726'PART OF A MASS OF EXPOSED BEDROCK WHICH PROJECTS 1 FOOT ABOVE
 LW0726'THE LEVEL OF THE GROUND, 34 FEET SOUTH OF THE CENTER LINE OF THE
 LW0726'HIGHWAY, 41 1/2 FEET EAST OF THE CENTER LINE OF FLANDERS ROAD,
 LW0726'19 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH GATE POST
 LW0726'AT ENTRANCE TO GOLF COURSE, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LW0726'HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 3.2 MILES SOUTHEAST
 LW0726'ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT MYSTIC.
 LW0726
 LW0726                          STATION RECOVERY (1984)
 LW0726
 LW0726'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0726'THIS GOLF COURSE NO LONGER EXISTS. A GAS STATION IS NOW ON THIS SITE.
 LW0726
 LW0726                          STATION RECOVERY (1987)
 LW0726
 LW0726'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0726'RECOVERED IN GOOD CONDITION.
 LW0726
 LW0726                          STATION RECOVERY (2000)
 LW0726
 LW0726'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0726'RECOVERED IN GOOD CONDITION.
 LW0726
 LW0726                          STATION RECOVERY (2002)
 LW0726
 LW0726'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0958 ***********************************************************************
 LX0958  DESIGNATION -  Z 11
 LX0958  PID         -  LX0958
 LX0958  STATE/COUNTY-  CT/FAIRFIELD
 LX0958  USGS QUAD   -  DANBURY (1984)
 LX0958
 LX0958                         *CURRENT SURVEY CONTROL
 LX0958  ___________________________________________________________________
 LX0958* NAD 83(1986)-  41 26 05.     (N)    073 23 22.     (W)     SCALED    
 LX0958* NAVD 88     -       113.213  (meters)     371.43   (feet)  ADJUSTED  
 LX0958  ___________________________________________________________________
 LX0958  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 LX0958  DYNAMIC HT  -         113.175 (meters)     371.31  (feet)  COMP
 LX0958  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 LX0958
 LX0958  VERT ORDER  -  SECOND    CLASS 0
 LX0958
 LX0958.The horizontal coordinates were scaled from a topographic map and have
 LX0958.an estimated accuracy of +/- 6 seconds.
 LX0958
 LX0958.The orthometric height was determined by differential leveling
 LX0958.and adjusted by the National Geodetic Survey in June 1991..
 LX0958
 LX0958.The geoid height was determined by GEOID03.
 LX0958
 LX0958.The dynamic height is computed by dividing the NAVD 88
 LX0958.geopotential number by the normal gravity value computed on the
 LX0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0958.degrees latitude (g = 980.6199 gals.).
 LX0958
 LX0958.The modeled gravity was interpolated from observed gravity values.
 LX0958
 LX0958;                    North         East    Units  Estimated Accuracy
 LX0958;SPC CT       -   219,390.      251,360.      MT  (+/- 180 meters Scaled)
 LX0958
 LX0958                          SUPERSEDED SURVEY CONTROL
 LX0958
 LX0958  NGVD 29 (??/??/92)  113.492  (m)          372.35   (f) ADJ UNCH    2 0
 LX0958
 LX0958.Superseded values are not recommended for survey control.
 LX0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0958.See file dsdata.txt to determine how the superseded data were derived.
 LX0958
 LX0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL345882(NAD 83)
 LX0958_MARKER: DB = BENCH MARK DISK
 LX0958_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0958_SP_SET: ABUTMENT
 LX0958_STAMPING: Z 11 1935
 LX0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0958
 LX0958  HISTORY     - Date     Condition        Report By
 LX0958  HISTORY     - 1935     MONUMENTED       CGS
 LX0958  HISTORY     - 1983     GOOD             NGS
 LX0958
 LX0958                          STATION DESCRIPTION
 LX0958
 LX0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0958'2.7 MI W FROM HAWLEYVILLE.
 LX0958'2.7 MILES WEST ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD
 LX0958'FROM THE STATION AT HAWLEYVILLE, FAIRFIELD COUNTY, ABOUT 0.3
 LX0958'MILE WEST OF HAWLEYVILLE JUNCTION, AT 200-FOOT WOODEN HIGHWAY
 LX0958'OVERPASS E 38.8, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT,
 LX0958'6 FEET NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET HIGHER THAN THE
 LX0958'TRACK.  A STANDARD DISK, STAMPED Z 11 1935.
 LX0958
 LX0958                          STATION RECOVERY (1983)
 LX0958
 LX0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0803 ***********************************************************************
 LX0803  DESIGNATION -  Z 1=158
 LX0803  PID         -  LX0803
 LX0803  STATE/COUNTY-  CT/FAIRFIELD
 LX0803  USGS QUAD   -  SHERWOOD POINT (1971)
 LX0803
 LX0803                         *CURRENT SURVEY CONTROL
 LX0803  ___________________________________________________________________
 LX0803* NAD 83(1986)-  41 07 09.     (N)    073 22 08.     (W)     SCALED    
 LX0803* NAVD 88     -         7.888  (meters)      25.88   (feet)  ADJUSTED  
 LX0803  ___________________________________________________________________
 LX0803  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 LX0803  DYNAMIC HT  -           7.885 (meters)      25.87  (feet)  COMP
 LX0803  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX0803
 LX0803  VERT ORDER  -  FIRST     CLASS I
 LX0803
 LX0803.The horizontal coordinates were scaled from a topographic map and have
 LX0803.an estimated accuracy of +/- 6 seconds.
 LX0803
 LX0803.The orthometric height was determined by differential leveling
 LX0803.and adjusted by the National Geodetic Survey in June 1991..
 LX0803
 LX0803.The geoid height was determined by GEOID03.
 LX0803
 LX0803.The dynamic height is computed by dividing the NAVD 88
 LX0803.geopotential number by the normal gravity value computed on the
 LX0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0803.degrees latitude (g = 980.6199 gals.).
 LX0803
 LX0803.The modeled gravity was interpolated from observed gravity values.
 LX0803
 LX0803;                    North         East    Units  Estimated Accuracy
 LX0803;SPC CT       -   184,330.      252,820.      MT  (+/- 180 meters Scaled)
 LX0803
 LX0803                          SUPERSEDED SURVEY CONTROL
 LX0803
 LX0803  NGVD 29 (??/??/92)    8.22   (m)           27.0    (f) COMPUTED    1 1
 LX0803
 LX0803.Superseded values are not recommended for survey control.
 LX0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0803.See file dsdata.txt to determine how the superseded data were derived.
 LX0803
 LX0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL369532(NAD 83)
 LX0803_MARKER: Z = SEE DESCRIPTION
 LX0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0803_SP_SET: STONE
 LX0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0803+STABILITY: SURFACE MOTION
 LX0803
 LX0803  HISTORY     - Date     Condition        Report By
 LX0803  HISTORY     - UNK      MONUMENTED       DOD
 LX0803  HISTORY     - 1965     GOOD             NGS
 LX0803  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0803  HISTORY     - 1989     GOOD             USPSQD
 LX0803
 LX0803                          STATION DESCRIPTION
 LX0803
 LX0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0803'AT SAUGATUCK.
 LX0803'AT SAUGATUCK, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0803'RAILROAD, ABOUT 234 FEET EAST OF THE EAST END OF THE
 LX0803'SAUGATUCK-WESTPORT RAILROAD STATION, AT THE NORTHWEST CORNER
 LX0803'OF A MASONRY RETAINING WALL, AT THE WEST END OF THE RAILROAD
 LX0803'BRIDGE OVER THE SAUGATUCK RIVER, 8.9 FEET EAST OF THE NORTHEAST
 LX0803'CORNER OF THE CONCRETE BASE FOR TOWER NO. 578, 7.5 FEET SOUTH
 LX0803'OF THE SOUTH RAIL, 15 1/2 FEET WEST OF THE CENTER LINE OF
 LX0803'FERRY LANE (MEASURED ON TOP OF OVERPASS), AND ABOUT LEVEL WITH
 LX0803'THE TOP OF RAIL.
 LX0803
 LX0803                          STATION RECOVERY (1988)
 LX0803
 LX0803'RECOVERY NOTE BY US POWER SQUADRON 1988 (HCA)
 LX0803'MARK NOT FOUND.
 LX0803
 LX0803                          STATION RECOVERY (1989)
 LX0803
 LX0803'RECOVERY NOTE BY US POWER SQUADRON 1989 (RS)
 LX0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0037 ***********************************************************************
 LX0037  DESIGNATION -  Z 12
 LX0037  PID         -  LX0037
 LX0037  STATE/COUNTY-  CT/NEW LONDON
 LX0037  USGS QUAD   -  WILLIMANTIC (1984)
 LX0037
 LX0037                         *CURRENT SURVEY CONTROL
 LX0037  ___________________________________________________________________
 LX0037* NAD 83(1986)-  41 38 10.     (N)    072 10 06.     (W)     SCALED    
 LX0037* NAVD 88     -        81.197  (meters)     266.39   (feet)  ADJUSTED  
 LX0037  ___________________________________________________________________
 LX0037  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX0037  DYNAMIC HT  -          81.168 (meters)     266.30  (feet)  COMP
 LX0037  MODELED GRAV-     980,271.1   (mgal)                       NAVD 88
 LX0037
 LX0037  VERT ORDER  -  SECOND    CLASS 0
 LX0037
 LX0037.The horizontal coordinates were scaled from a topographic map and have
 LX0037.an estimated accuracy of +/- 6 seconds.
 LX0037
 LX0037.The orthometric height was determined by differential leveling
 LX0037.and adjusted by the National Geodetic Survey in June 1991..
 LX0037
 LX0037.The geoid height was determined by GEOID03.
 LX0037
 LX0037.The dynamic height is computed by dividing the NAVD 88
 LX0037.geopotential number by the normal gravity value computed on the
 LX0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0037.degrees latitude (g = 980.6199 gals.).
 LX0037
 LX0037.The modeled gravity was interpolated from observed gravity values.
 LX0037
 LX0037;                    North         East    Units  Estimated Accuracy
 LX0037;SPC CT       -   241,720.      353,270.      MT  (+/- 180 meters Scaled)
 LX0037
 LX0037                          SUPERSEDED SURVEY CONTROL
 LX0037
 LX0037  NGVD 29 (??/??/92)   81.468  (m)          267.28   (f) ADJ UNCH    2 0
 LX0037
 LX0037.Superseded values are not recommended for survey control.
 LX0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0037.See file dsdata.txt to determine how the superseded data were derived.
 LX0037
 LX0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM358132(NAD 83)
 LX0037_MARKER: DB = BENCH MARK DISK
 LX0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LX0037_STAMPING: Z 12 1935
 LX0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0037+STABILITY: SURFACE MOTION
 LX0037
 LX0037  HISTORY     - Date     Condition        Report By
 LX0037  HISTORY     - 1935     MONUMENTED       CGS
 LX0037  HISTORY     - 1962     MARK NOT FOUND   CVRR
 LX0037
 LX0037                          STATION DESCRIPTION
 LX0037
 LX0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0037'AT LEBANON.
 LX0037'AT LEBANON, NEW LONDON COUNTY, ABOUT 25 FEET EAST OF THE
 LX0037'CENTRAL VERMONT RAILWAY STATION, ABOUT 80 FEET NORTHEAST OF
 LX0037'THE POST OFFICE AND GENERAL STORE, 60 FEET NORTH OF THE
 LX0037'CROSSING OF STATE HIGHWAY 207, IN THE LAWN OF THE TWO-STORY
 LX0037'FRAME DWELLING OCCUPIED BY MR. RACE, 8 FEET SOUTH OF POLE L 5,
 LX0037'8 FEET EAST OF THE CENTER LINE OF THE TRACK, AND IN LINE
 LX0037'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED Z 12 1935 AND
 LX0037'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE
 LX0037'GROUND.
 LX0037
 LX0037                          STATION RECOVERY (1962)
 LX0037
 LX0037'RECOVERY NOTE BY CENTRAL VERMONT RAILROAD 1962
 LX0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0747 ***********************************************************************
 LX0747  DESIGNATION -  Z 13
 LX0747  PID         -  LX0747
 LX0747  STATE/COUNTY-  CT/LITCHFIELD
 LX0747  USGS QUAD   -  THOMASTON (1976)
 LX0747
 LX0747                         *CURRENT SURVEY CONTROL
 LX0747  ___________________________________________________________________
 LX0747* NAD 83(1986)-  41 40 26.     (N)    073 04 22.     (W)     SCALED    
 LX0747* NAVD 88     -       119.487  (meters)     392.02   (feet)  ADJUSTED  
 LX0747  ___________________________________________________________________
 LX0747  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 LX0747  DYNAMIC HT  -         119.450 (meters)     391.90  (feet)  COMP
 LX0747  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 LX0747
 LX0747  VERT ORDER  -  FIRST     CLASS II
 LX0747
 LX0747.The horizontal coordinates were scaled from a topographic map and have
 LX0747.an estimated accuracy of +/- 6 seconds.
 LX0747
 LX0747.The orthometric height was determined by differential leveling
 LX0747.and adjusted by the National Geodetic Survey in June 1991..
 LX0747
 LX0747.The geoid height was determined by GEOID03.
 LX0747
 LX0747.The dynamic height is computed by dividing the NAVD 88
 LX0747.geopotential number by the normal gravity value computed on the
 LX0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0747.degrees latitude (g = 980.6199 gals.).
 LX0747
 LX0747.The modeled gravity was interpolated from observed gravity values.
 LX0747
 LX0747;                    North         East    Units  Estimated Accuracy
 LX0747;SPC CT       -   245,800.      277,920.      MT  (+/- 180 meters Scaled)
 LX0747
 LX0747                          SUPERSEDED SURVEY CONTROL
 LX0747
 LX0747  NGVD 29 (??/??/92)  119.75   (m)          392.9    (f) COMPUTED    1 2
 LX0747
 LX0747.Superseded values are not recommended for survey control.
 LX0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0747.See file dsdata.txt to determine how the superseded data were derived.
 LX0747
 LX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM604153(NAD 83)
 LX0747_MARKER: DB = BENCH MARK DISK
 LX0747_SETTING: 0 = UNSPECIFIED SETTING
 LX0747_STAMPING: Z 13 1935
 LX0747_MARK LOGO: CGS   
 LX0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0747
 LX0747  HISTORY     - Date     Condition        Report By
 LX0747  HISTORY     - 1935     MONUMENTED       CGS
 LX0747  HISTORY     - 1985     GOOD             NGS
 LX0747
 LX0747                          STATION DESCRIPTION
 LX0747
 LX0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0747'IN THOMASTON.
 LX0747'AT THOMASTON, LITCHFIELD COUNTY, AT THE CROSSING OF U.S. HIGHWAY
 LX0747'6 AND MAIN STREET, 30 FEET EAST OF THE CENTERLINE OF MAIN
 LX0747'STREET, 35 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 65
 LX0747'FEET SOUTHEAST OF A BANDSTAND, 7 FEET EAST OF A PUMP, AND ABOUT
 LX0747'1 FOOT HIGHER THAN THE MAIN STREET ROADWAY.
 LX0747
 LX0747                          STATION RECOVERY (1985)
 LX0747
 LX0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0567 ***********************************************************************
 LX0567  DESIGNATION -  Z 14
 LX0567  PID         -  LX0567
 LX0567  STATE/COUNTY-  CT/HARTFORD
 LX0567  USGS QUAD   -  MERIDEN (1992)
 LX0567
 LX0567                         *CURRENT SURVEY CONTROL
 LX0567  ___________________________________________________________________
 LX0567* NAD 83(1986)-  41 36 26.     (N)    072 45 56.     (W)     SCALED    
 LX0567* NAVD 88     -        32.052  (meters)     105.16   (feet)  ADJUSTED  
 LX0567  ___________________________________________________________________
 LX0567  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 LX0567  DYNAMIC HT  -          32.042 (meters)     105.12  (feet)  COMP
 LX0567  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 LX0567
 LX0567  VERT ORDER  -  SECOND    CLASS 0
 LX0567
 LX0567.The horizontal coordinates were scaled from a topographic map and have
 LX0567.an estimated accuracy of +/- 6 seconds.
 LX0567
 LX0567.The orthometric height was determined by differential leveling
 LX0567.and adjusted by the National Geodetic Survey in June 1991..
 LX0567
 LX0567.The geoid height was determined by GEOID03.
 LX0567
 LX0567.The dynamic height is computed by dividing the NAVD 88
 LX0567.geopotential number by the normal gravity value computed on the
 LX0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0567.degrees latitude (g = 980.6199 gals.).
 LX0567
 LX0567.The modeled gravity was interpolated from observed gravity values.
 LX0567
 LX0567;                    North         East    Units  Estimated Accuracy
 LX0567;SPC CT       -   238,350.      303,500.      MT  (+/- 180 meters Scaled)
 LX0567
 LX0567                          SUPERSEDED SURVEY CONTROL
 LX0567
 LX0567  NGVD 29 (??/??/92)   32.334  (m)          106.08   (f) ADJ UNCH    2 0
 LX0567
 LX0567.Superseded values are not recommended for survey control.
 LX0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0567.See file dsdata.txt to determine how the superseded data were derived.
 LX0567
 LX0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM861085(NAD 83)
 LX0567_MARKER: DB = BENCH MARK DISK
 LX0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0567_SP_SET: SIGNAL BASE
 LX0567_STAMPING: Z 14 1935
 LX0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0567
 LX0567  HISTORY     - Date     Condition        Report By
 LX0567  HISTORY     - 1935     MONUMENTED       CGS
 LX0567  HISTORY     - 1972     GOOD             CTGS
 LX0567
 LX0567                          STATION DESCRIPTION
 LX0567
 LX0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0567'2.1 MI S FROM BERLIN.
 LX0567'2.1 MILES SOUTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0567'RAILROAD FROM BERLIN, HARTFORD COUNTY, 130 FEET SOUTH OF MILEAGE
 LX0567'SIGN 2.3, AT SIGNAL TOWER 23.8, IN THE TOP OF THE NORTHWEST
 LX0567'CORNER OF THE BASE, 10 FEET EAST OF THE CENTERLINE OF THE
 LX0567'NORTHBOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.
 LX0567
 LX0567                          STATION RECOVERY (1972)
 LX0567
 LX0567'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 LX0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0684 ***********************************************************************
 LX0684  DESIGNATION -  Z 15
 LX0684  PID         -  LX0684
 LX0684  STATE/COUNTY-  CT/LITCHFIELD
 LX0684  USGS QUAD   -  KENT (1971)
 LX0684
 LX0684                         *CURRENT SURVEY CONTROL
 LX0684  ___________________________________________________________________
 LX0684* NAD 83(1986)-  41 42 59.     (N)    073 28 19.     (W)     SCALED    
 LX0684* NAVD 88     -       126.223  (meters)     414.12   (feet)  ADJUSTED  
 LX0684  ___________________________________________________________________
 LX0684  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LX0684  DYNAMIC HT  -         126.179 (meters)     413.97  (feet)  COMP
 LX0684  MODELED GRAV-     980,271.6   (mgal)                       NAVD 88
 LX0684
 LX0684  VERT ORDER  -  SECOND    CLASS 0
 LX0684
 LX0684.The horizontal coordinates were scaled from a topographic map and have
 LX0684.an estimated accuracy of +/- 6 seconds.
 LX0684
 LX0684.The orthometric height was determined by differential leveling
 LX0684.and adjusted by the National Geodetic Survey in June 1991..
 LX0684
 LX0684.The geoid height was determined by GEOID03.
 LX0684
 LX0684.The dynamic height is computed by dividing the NAVD 88
 LX0684.geopotential number by the normal gravity value computed on the
 LX0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0684.degrees latitude (g = 980.6199 gals.).
 LX0684
 LX0684.The modeled gravity was interpolated from observed gravity values.
 LX0684
 LX0684;                    North         East    Units  Estimated Accuracy
 LX0684;SPC CT       -   250,720.      244,720.      MT  (+/- 180 meters Scaled)
 LX0684
 LX0684                          SUPERSEDED SURVEY CONTROL
 LX0684
 LX0684  NGVD 29 (??/??/92)  126.486  (m)          414.98   (f) ADJ UNCH    2 0
 LX0684
 LX0684.Superseded values are not recommended for survey control.
 LX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0684.See file dsdata.txt to determine how the superseded data were derived.
 LX0684
 LX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM271194(NAD 83)
 LX0684_MARKER: DB = BENCH MARK DISK
 LX0684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX0684_STAMPING: Z 15 1935
 LX0684_MARK LOGO: CGS   
 LX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0684+STABILITY: SURFACE MOTION
 LX0684
 LX0684  HISTORY     - Date     Condition        Report By
 LX0684  HISTORY     - 1935     MONUMENTED       CGS
 LX0684  HISTORY     - 1984     GOOD             NGS
 LX0684
 LX0684                          STATION DESCRIPTION
 LX0684
 LX0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LX0684'2.9 MI N FROM SOUTH KENT.
 LX0684'2.9 MILES NORTH ALONG THE NEW YORK, NEW HAVEN AND HARTFORD
 LX0684'RAILROAD FROM THE STATION AT SOUTH KENT, LITCHFIELD COUNTY, AT
 LX0684'BRIDGE NO. 56.49 (THE OVERHEAD CROSSING OF THE KENT-KNEMONT
 LX0684'ROAD), AT THE SOUTH END OF THE SOUTHWEST WINGWALL, IN THE
 LX0684'THIRD COURSE FROM THE BOTTOM, 18 FEET WEST OF THE WEST RAIL,
 LX0684'AND 3 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED Z
 LX0684'15 1935.
 LX0684
 LX0684                          STATION RECOVERY (1984)
 LX0684
 LX0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0684'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 MZ0542 ***********************************************************************
 MZ0542  DESIGNATION -  Z 17
 MZ0542  PID         -  MZ0542
 MZ0542  STATE/COUNTY-  CT/LITCHFIELD
 MZ0542  USGS QUAD   -  ASHLEY FALLS (1975)
 MZ0542
 MZ0542                         *CURRENT SURVEY CONTROL
 MZ0542  ___________________________________________________________________
 MZ0542* NAD 83(1986)-  42 01 17.     (N)    073 22 08.     (W)     SCALED    
 MZ0542* NAVD 88     -       236.107  (meters)     774.63   (feet)  ADJUSTED  
 MZ0542  ___________________________________________________________________
 MZ0542  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 MZ0542  DYNAMIC HT  -         236.027 (meters)     774.37  (feet)  COMP
 MZ0542  MODELED GRAV-     980,274.9   (mgal)                       NAVD 88
 MZ0542
 MZ0542  VERT ORDER  -  SECOND    CLASS 0
 MZ0542
 MZ0542.The horizontal coordinates were scaled from a topographic map and have
 MZ0542.an estimated accuracy of +/- 6 seconds.
 MZ0542
 MZ0542.The orthometric height was determined by differential leveling
 MZ0542.and adjusted by the National Geodetic Survey in June 1991..
 MZ0542
 MZ0542.The geoid height was determined by GEOID03.
 MZ0542
 MZ0542.The dynamic height is computed by dividing the NAVD 88
 MZ0542.geopotential number by the normal gravity value computed on the
 MZ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MZ0542.degrees latitude (g = 980.6199 gals.).
 MZ0542
 MZ0542.The modeled gravity was interpolated from observed gravity values.
 MZ0542
 MZ0542;                    North         East    Units  Estimated Accuracy
 MZ0542;SPC CT       -   284,530.      253,540.      MT  (+/- 180 meters Scaled)
 MZ0542
 MZ0542                          SUPERSEDED SURVEY CONTROL
 MZ0542
 MZ0542  NGVD 29 (??/??/92)  236.325  (m)          775.34   (f) ADJ UNCH    2 0
 MZ0542
 MZ0542.Superseded values are not recommended for survey control.
 MZ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MZ0542.See file dsdata.txt to determine how the superseded data were derived.
 MZ0542
 MZ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM350534(NAD 83)
 MZ0542_MARKER: DB = BENCH MARK DISK
 MZ0542_SETTING: 66 = SET IN ROCK OUTCROP
 MZ0542_SP_SET: ROCK OUTCROP
 MZ0542_STAMPING: Z 17 1935
 MZ0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MZ0542+STABILITY: POSITION/ELEVATION WELL
 MZ0542
 MZ0542  HISTORY     - Date     Condition        Report By
 MZ0542  HISTORY     - 1935     MONUMENTED       CGS
 MZ0542  HISTORY     - 1972     GOOD             CTGS
 MZ0542
 MZ0542                          STATION DESCRIPTION
 MZ0542
 MZ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MZ0542'1.4 MI E FROM TWIN LAKES.
 MZ0542'1.4 MILES EAST OF TWIN LAKES ON N.Y.N.H. AND H.R.R. AT GRADE CROSSING
 MZ0542'NO. 57.42 30 FEET NORTHWEST OF TELEGRAPH POLE NO. 2019 33 FEET EAST OF
 MZ0542'SECONDARY ROAD 15 FEET NORTH-WEST OF SOUTH END OF STONE WALL 45 FEET
 MZ0542'NORTH OF NORTH RAIL 4 FEET ABOVE TOP OF RAIL ON 6 FT. X 8 FT. ROCK
 MZ0542'OUTCROP.
 MZ0542
 MZ0542                          STATION RECOVERY (1972)
 MZ0542
 MZ0542'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972
 MZ0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0186 ***********************************************************************
 LX0186  DESIGNATION -  Z 19
 LX0186  PID         -  LX0186
 LX0186  STATE/COUNTY-  CT/NEW LONDON
 LX0186  USGS QUAD   -  NEW LONDON (1984)
 LX0186
 LX0186                         *CURRENT SURVEY CONTROL
 LX0186  ___________________________________________________________________
 LX0186* NAD 83(1986)-  41 19 39.     (N)    072 00 40.     (W)     SCALED    
 LX0186* NAVD 88     -         5.308  (meters)      17.41   (feet)  ADJUSTED  
 LX0186  ___________________________________________________________________
 LX0186  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 LX0186  DYNAMIC HT  -           5.307 (meters)      17.41  (feet)  COMP
 LX0186  MODELED GRAV-     980,273.6   (mgal)                       NAVD 88
 LX0186
 LX0186  VERT ORDER  -  FIRST     CLASS I
 LX0186
 LX0186.The horizontal coordinates were scaled from a topographic map and have
 LX0186.an estimated accuracy of +/- 6 seconds.
 LX0186
 LX0186.The orthometric height was determined by differential leveling
 LX0186.and adjusted by the National Geodetic Survey in June 1991..
 LX0186
 LX0186.The geoid height was determined by GEOID03.
 LX0186
 LX0186.The dynamic height is computed by dividing the NAVD 88
 LX0186.geopotential number by the normal gravity value computed on the
 LX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0186.degrees latitude (g = 980.6199 gals.).
 LX0186
 LX0186.The modeled gravity was interpolated from observed gravity values.
 LX0186
 LX0186;                    North         East    Units  Estimated Accuracy
 LX0186;SPC CT       -   207,550.      366,660.      MT  (+/- 180 meters Scaled)
 LX0186
 LX0186                          SUPERSEDED SURVEY CONTROL
 LX0186
 LX0186  NGVD 29 (??/??/92)    5.602  (m)           18.38   (f) ADJ UNCH    1 1
 LX0186
 LX0186.Superseded values are not recommended for survey control.
 LX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0186.See file dsdata.txt to determine how the superseded data were derived.
 LX0186
 LX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL501794(NAD 83)
 LX0186_MARKER: DB = BENCH MARK DISK
 LX0186_SETTING: 66 = SET IN ROCK OUTCROP
 LX0186_SP_SET: ROCK OUTCROP
 LX0186_STAMPING: Z 19 1953
 LX0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0186+STABILITY: POSITION/ELEVATION WELL
 LX0186
 LX0186  HISTORY     - Date     Condition        Report By
 LX0186  HISTORY     - 1953     MONUMENTED       CGS
 LX0186  HISTORY     - 1965     GOOD             NGS
 LX0186  HISTORY     - 1983     GOOD             USPSQD
 LX0186  HISTORY     - 1988     GOOD             USPSQD
 LX0186  HISTORY     - 1990     GOOD             USPSQD
 LX0186  HISTORY     - 19901227 MARK NOT FOUND   USPSQD
 LX0186  HISTORY     - 20000107 GOOD             USPSQD
 LX0186
 LX0186                          STATION DESCRIPTION
 LX0186
 LX0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0186'1.4 MI SW FROM NOANK.
 LX0186'ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 215 FROM ITS
 LX0186'OVERPASS OVER THE TRACKS AT NOANK, THENCE 0.3 MILE WEST ALONG
 LX0186'OLD BROOK STREET, THENCE 0.55 MILE SOUTHWEST ALONG BLACKTOP AND
 LX0186'DIRT ROAD THROUGH PASTURE TO RAILROAD TRACKS, AT AN ABANDONED
 LX0186'PRIVATE ROAD CROSSING, SET IN THE TOP OF A LARGE OUTCROP, 156
 LX0186'FEET NORTHWEST OF THE CENTER OF THE ABANDONED ROAD CROSSING, 90
 LX0186'FEET SOUTHWEST OF AND ACROSS SIDE TRACK FROM MAIN SOUTHWEST
 LX0186'RAIL, 66 FEET SOUTHWEST OF THE SOUTHWEST END OF CULVERT NO. 5.92
 LX0186'AND 4 FEET ABOVE THE LEVEL OF THE TRACK.  NOTE-- MARK MAY BE
 LX0186'REACHED BY GOING 0.7 MILE NORTHWEST ALONG THE NY, NH AND H
 LX0186'RAILROAD FROM THE OVERPASS OVER STATE HIGHWAY 215 AT NOANK.
 LX0186'NOTE-- MARK MAY ALSO BE REACHED BY GOING 0.2 MILE WEST
 LX0186'ALONG DURYEA DRIVE FROM THE BRIDGE OVER PALMER COVE AT GROTON LONG
 LX0186'POINT, THENCE 0.15 MILE NORTH ALONG MUMFORD COVE ROAD, THENCE 0.2
 LX0186'MILE WEST ALONG COLONY ROAD, THENCE 0.1 MILE NORTHWEST ALONG BASS
 LX0186'ROAD, THENCE 0.1 MILE NORTHEAST ALONG YATCH ROAD, THENCE 0.25
 LX0186'MILE NORTHWEST AND NE ALONG A DIRT ROAD TO RAILROAD TRACK
 LX0186'AND BENCH MARK SOMEWHERE.
 LX0186
 LX0186                          STATION RECOVERY (1983)
 LX0186
 LX0186'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0186'RECOVERED IN GOOD CONDITION.
 LX0186
 LX0186                          STATION RECOVERY (1988)
 LX0186
 LX0186'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0186'RECOVERED IN GOOD CONDITION.
 LX0186
 LX0186                          STATION RECOVERY (1990)
 LX0186
 LX0186'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0186'RECOVERED IN GOOD CONDITION.
 LX0186
 LX0186                          STATION RECOVERY (1990)
 LX0186
 LX0186'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0186'MARK NOT FOUND.
 LX0186
 LX0186                          STATION RECOVERY (2000)
 LX0186
 LX0186'RECOVERY NOTE BY US POWER SQUADRON 2000
 LX0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0885 ***********************************************************************
 LX0885  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0885  DESIGNATION -  Z 2
 LX0885  PID         -  LX0885
 LX0885  STATE/COUNTY-  CT/FAIRFIELD
 LX0885  USGS QUAD   -  MILFORD (1984)
 LX0885
 LX0885                         *CURRENT SURVEY CONTROL
 LX0885  ___________________________________________________________________
 LX0885* NAD 83(1986)-  41 12 17.     (N)    073 06 40.     (W)     SCALED    
 LX0885* NAVD 88     -         8.918  (meters)      29.26   (feet)  ADJUSTED  
 LX0885  ___________________________________________________________________
 LX0885  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 LX0885  DYNAMIC HT  -           8.915 (meters)      29.25  (feet)  COMP
 LX0885  MODELED GRAV-     980,307.4   (mgal)                       NAVD 88
 LX0885
 LX0885  VERT ORDER  -  FIRST     CLASS I
 LX0885
 LX0885.The horizontal coordinates were scaled from a topographic map and have
 LX0885.an estimated accuracy of +/- 6 seconds.
 LX0885
 LX0885.The orthometric height was determined by differential leveling
 LX0885.and adjusted by the National Geodetic Survey in June 1991..
 LX0885
 LX0885.This Tidal Bench Mark is designated as VM 12465
 LX0885.by the Center for Operational Oceanographic Products and Services.
 LX0885
 LX0885.The geoid height was determined by GEOID03.
 LX0885
 LX0885.The dynamic height is computed by dividing the NAVD 88
 LX0885.geopotential number by the normal gravity value computed on the
 LX0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0885.degrees latitude (g = 980.6199 gals.).
 LX0885
 LX0885.The modeled gravity was interpolated from observed gravity values.
 LX0885
 LX0885;                    North         East    Units  Estimated Accuracy
 LX0885;SPC CT       -   193,710.      274,510.      MT  (+/- 180 meters Scaled)
 LX0885
 LX0885                          SUPERSEDED SURVEY CONTROL
 LX0885
 LX0885  NGVD 29 (??/??/92)    9.25   (m)           30.3    (f) COMPUTED    1 1
 LX0885
 LX0885.Superseded values are not recommended for survey control.
 LX0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0885.See file dsdata.txt to determine how the superseded data were derived.
 LX0885
 LX0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL583632(NAD 83)
 LX0885_MARKER: B = BOLT
 LX0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0885_SP_SET: ABUTMENT
 LX0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0885
 LX0885  HISTORY     - Date     Condition        Report By
 LX0885  HISTORY     - UNK      MONUMENTED       CGS
 LX0885  HISTORY     - 1965     GOOD             NGS
 LX0885  HISTORY     - 1985     GOOD             USPSQD
 LX0885
 LX0885                          STATION DESCRIPTION
 LX0885
 LX0885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0885'AT STRATFORD.
 LX0885'AT STRATFORD, ALONG THE NY, NH AND H RAILROAD, ABOUT 0.3 MILE
 LX0885'WEST OF THE STATION AT DEVON, SET ON THE TOP OF THE SOUTH EDGE
 LX0885'OF THE TOP STONE AT THE SOUTH END OF THE WEST ABUTMENT OF THE
 LX0885'RAILROAD BRIDGE OVER THE HOUSATONIC RIVER, 11.6 FEET SOUTH OF THE
 LX0885'SOUTH RAIL, 3.7 FEET EAST OF THE SOUTHWEST CORNER OF THE
 LX0885'ABUTMENT AND 1 FOOT BELOW THE LEVEL OF THE TRACK.
 LX0885
 LX0885                          STATION RECOVERY (1985)
 LX0885
 LX0885'RECOVERY NOTE BY US POWER SQUADRON 1985
 LX0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0410 ***********************************************************************
 LX0410  TIDAL BM    -  This is a Tidal Bench Mark.
 LX0410  DESIGNATION -  Z 3
 LX0410  PID         -  LX0410
 LX0410  STATE/COUNTY-  CT/NEW HAVEN
 LX0410  USGS QUAD   -  BRANFORD (1984)
 LX0410
 LX0410                         *CURRENT SURVEY CONTROL
 LX0410  ___________________________________________________________________
 LX0410* NAD 83(1986)-  41 16 30.     (N)    072 49 30.     (W)     SCALED    
 LX0410* NAVD 88     -         8.686  (meters)      28.50   (feet)  ADJUSTED  
 LX0410  ___________________________________________________________________
 LX0410  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 LX0410  DYNAMIC HT  -           8.683 (meters)      28.49  (feet)  COMP
 LX0410  MODELED GRAV-     980,296.5   (mgal)                       NAVD 88
 LX0410
 LX0410  VERT ORDER  -  FIRST     CLASS I
 LX0410
 LX0410.The horizontal coordinates were scaled from a topographic map and have
 LX0410.an estimated accuracy of +/- 6 seconds.
 LX0410
 LX0410.The orthometric height was determined by differential leveling
 LX0410.and adjusted by the National Geodetic Survey in June 1991..
 LX0410
 LX0410.This Tidal Bench Mark is designated as VM 4824
 LX0410.by the Center for Operational Oceanographic Products and Services.
 LX0410
 LX0410.The geoid height was determined by GEOID03.
 LX0410
 LX0410.The dynamic height is computed by dividing the NAVD 88
 LX0410.geopotential number by the normal gravity value computed on the
 LX0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0410.degrees latitude (g = 980.6199 gals.).
 LX0410
 LX0410.The modeled gravity was interpolated from observed gravity values.
 LX0410
 LX0410;                    North         East    Units  Estimated Accuracy
 LX0410;SPC CT       -   201,450.      298,520.      MT  (+/- 180 meters Scaled)
 LX0410
 LX0410                          SUPERSEDED SURVEY CONTROL
 LX0410
 LX0410  NGVD 29 (??/??/92)    9.003  (m)           29.54   (f) ADJ UNCH    1 1
 LX0410
 LX0410.Superseded values are not recommended for survey control.
 LX0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0410.See file dsdata.txt to determine how the superseded data were derived.
 LX0410
 LX0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL821715(NAD 83)
 LX0410_MARKER: DB = BENCH MARK DISK
 LX0410_SETTING: 66 = SET IN ROCK OUTCROP
 LX0410_SP_SET: ROCK LEDGE
 LX0410_STAMPING: ELV 29.537 FT Z 3 1922
 LX0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0410+STABILITY: POSITION/ELEVATION WELL
 LX0410
 LX0410  HISTORY     - Date     Condition        Report By
 LX0410  HISTORY     - 1922     MONUMENTED       CGS
 LX0410  HISTORY     - 1965     GOOD             NGS
 LX0410  HISTORY     - 19910316 GOOD             USPSQD
 LX0410
 LX0410                          STATION DESCRIPTION
 LX0410
 LX0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0410'AT BRANFORD.
 LX0410'AT BRANFORD, ALONG THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD,
 LX0410'ABOUT 0.3 MILE EAST OF THE OVERPASS OVER U.S. HIGHWAY 1, ABOUT
 LX0410'0.1 MILE WEST OF THE BRIDGE STREET OVERPASS, SET ON THE TOP OF
 LX0410'A ROCK LEDGE AT THE WEST END OF A ROCK CUT WHICH IS ABOUT 100
 LX0410'FEET LONG AND 20 FEET HIGH AT THE HIGHEST POINT, (THE FIRST
 LX0410'CUT WEST OF BRIDGE STREET), 8.9 FEET NORTH OF THE NORTH RAIL
 LX0410'OF THE NORTH ONE OF TWO TRACKS, 1.1 FEET NORTH OF THE
 LX0410'SOUTH EDGE OF THE ROCK AND 2 FEET ABOVE THE LEVEL OF THE TRACK.
 LX0410
 LX0410                          STATION RECOVERY (1991)
 LX0410
 LX0410'RECOVERY NOTE BY US POWER SQUADRON 1991 (JAC)
 LX0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1173 ***********************************************************************
 LX1173  DESIGNATION -  Z 31
 LX1173  PID         -  LX1173
 LX1173  STATE/COUNTY-  CT/FAIRFIELD
 LX1173  USGS QUAD   -  STAMFORD (1984)
 LX1173
 LX1173                         *CURRENT SURVEY CONTROL
 LX1173  ___________________________________________________________________
 LX1173* NAD 83(1986)-  41 02 45.     (N)    073 34 15.     (W)     SCALED    
 LX1173* NAVD 88     -        19.195  (meters)      62.98   (feet)  ADJUSTED  
 LX1173  ___________________________________________________________________
 LX1173  GEOID HEIGHT-         -30.44  (meters)                     GEOID03
 LX1173  DYNAMIC HT  -          19.189 (meters)      62.96  (feet)  COMP
 LX1173  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 LX1173
 LX1173  VERT ORDER  -  FIRST     CLASS I
 LX1173
 LX1173.The horizontal coordinates were scaled from a topographic map and have
 LX1173.an estimated accuracy of +/- 6 seconds.
 LX1173
 LX1173.The orthometric height was determined by differential leveling
 LX1173.and adjusted by the National Geodetic Survey in June 1991..
 LX1173
 LX1173.The geoid height was determined by GEOID03.
 LX1173
 LX1173.The dynamic height is computed by dividing the NAVD 88
 LX1173.geopotential number by the normal gravity value computed on the
 LX1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1173.degrees latitude (g = 980.6199 gals.).
 LX1173
 LX1173.The modeled gravity was interpolated from observed gravity values.
 LX1173
 LX1173;                    North         East    Units  Estimated Accuracy
 LX1173;SPC CT       -   176,330.      235,790.      MT  (+/- 180 meters Scaled)
 LX1173
 LX1173                          SUPERSEDED SURVEY CONTROL
 LX1173
 LX1173  NGVD 29 (??/??/92)   19.531  (m)           64.08   (f) ADJ UNCH    1 1
 LX1173
 LX1173.Superseded values are not recommended for survey control.
 LX1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX1173.See file dsdata.txt to determine how the superseded data were derived.
 LX1173
 LX1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL201448(NAD 83)
 LX1173_MARKER: DB = BENCH MARK DISK
 LX1173_SETTING: 80 = SET IN A BOULDER
 LX1173_SP_SET: BOULDER
 LX1173_STAMPING: Z 31 1965
 LX1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX1173+STABILITY: SURFACE MOTION
 LX1173
 LX1173  HISTORY     - Date     Condition        Report By
 LX1173  HISTORY     - 1965     MONUMENTED       CGS
 LX1173  HISTORY     - 1983     GOOD             NGS
 LX1173  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX1173  HISTORY     - 1988     GOOD             USPSQD
 LX1173  HISTORY     - 1989     GOOD             USPSQD
 LX1173
 LX1173                          STATION DESCRIPTION
 LX1173
 LX1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX1173'1 MI NE FROM RIVERSIDE.
 LX1173'0.05 MILE SOUTH ALONG RIVERSIDE AVENUE FROM THE POST OFFICE
 LX1173'AT RIVERSIDE, THENCE 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 1,
 LX1173'120 YARDS SOUTHWEST OF THE JUNCTION OF THE HIGHWAY AND ROCKMERT
 LX1173'AVENUE, SET ON THE TOP AND AT ABOUT HIGHEST PART OF A
 LX1173'3-BY-2 FOOT EXPOSED PART OF A BOULDER WHICH PROJECTS 1 FOOT
 LX1173'ABOVE THE LEVEL OF THE GROUND, 25 FEET SOUTHEAST OF THE CENTER
 LX1173'LINE OF THE HIGHWAY, 49 FEET SOUTHWEST OF THE WEST CORNER OF A
 LX1173'20 FOOT HIGH MONUMENT, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 LX1173'ROAD.  NOTE-- MARK MAY BE REACHED BY GOING 1.9 MILES SOUTHWEST
 LX1173'ALONG U.S. HIGHWAY 1 FROM THE INTERSECTION OF ATLANTIC AVENUE
 LX1173'AT STAMFORD.
 LX1173
 LX1173                          STATION RECOVERY (1983)
 LX1173
 LX1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX1173'RECOVERED IN GOOD CONDITION.
 LX1173
 LX1173                          STATION RECOVERY (1984)
 LX1173
 LX1173'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX1173'MARK NOT FOUND.
 LX1173
 LX1173                          STATION RECOVERY (1988)
 LX1173
 LX1173'RECOVERY NOTE BY US POWER SQUADRON 1988 (WLS)
 LX1173'RECOVERED IN GOOD CONDITION.
 LX1173
 LX1173                          STATION RECOVERY (1989)
 LX1173
 LX1173'RECOVERY NOTE BY US POWER SQUADRON 1989 (WLS)
 LX1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0801 ***********************************************************************
 LX0801  DESIGNATION -  Z 32
 LX0801  PID         -  LX0801
 LX0801  STATE/COUNTY-  CT/FAIRFIELD
 LX0801  USGS QUAD   -  NORWALK SOUTH (1984)
 LX0801
 LX0801                         *CURRENT SURVEY CONTROL
 LX0801  ___________________________________________________________________
 LX0801* NAD 83(1986)-  41 06 49.     (N)    073 22 36.     (W)     SCALED    
 LX0801* NAVD 88     -         9.085  (meters)      29.81   (feet)  ADJUSTED  
 LX0801  ___________________________________________________________________
 LX0801  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 LX0801  DYNAMIC HT  -           9.082 (meters)      29.80  (feet)  COMP
 LX0801  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 LX0801
 LX0801  VERT ORDER  -  FIRST     CLASS I
 LX0801
 LX0801.The horizontal coordinates were scaled from a topographic map and have
 LX0801.an estimated accuracy of +/- 6 seconds.
 LX0801
 LX0801.The orthometric height was determined by differential leveling
 LX0801.and adjusted by the National Geodetic Survey in June 1991..
 LX0801
 LX0801.The geoid height was determined by GEOID03.
 LX0801
 LX0801.The dynamic height is computed by dividing the NAVD 88
 LX0801.geopotential number by the normal gravity value computed on the
 LX0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0801.degrees latitude (g = 980.6199 gals.).
 LX0801
 LX0801.The modeled gravity was interpolated from observed gravity values.
 LX0801
 LX0801;                    North         East    Units  Estimated Accuracy
 LX0801;SPC CT       -   183,720.      252,170.      MT  (+/- 180 meters Scaled)
 LX0801
 LX0801                          SUPERSEDED SURVEY CONTROL
 LX0801
 LX0801  NGVD 29 (??/??/92)    9.420  (m)           30.91   (f) ADJ UNCH    1 1
 LX0801
 LX0801.Superseded values are not recommended for survey control.
 LX0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0801.See file dsdata.txt to determine how the superseded data were derived.
 LX0801
 LX0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL362526(NAD 83)
 LX0801_MARKER: DB = BENCH MARK DISK
 LX0801_SETTING: 66 = SET IN ROCK OUTCROP
 LX0801_SP_SET: BEDROCK
 LX0801_STAMPING: Z 32 1965
 LX0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0801+STABILITY: POSITION/ELEVATION WELL
 LX0801
 LX0801  HISTORY     - Date     Condition        Report By
 LX0801  HISTORY     - 1965     MONUMENTED       CGS
 LX0801  HISTORY     - 1983     GOOD             NGS
 LX0801  HISTORY     - 19980211 POOR             USPSQD
 LX0801
 LX0801                          STATION DESCRIPTION
 LX0801
 LX0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0801'0.5 MI SW FROM SAUGATUCK.
 LX0801'0.25 MILE WEST ALONG FERRY LANE FROM THE SAUGATUCK-WESTPORT
 LX0801'STATION OF THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD AT
 LX0801'SAUGATUCK, THENCE 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 136,
 LX0801'ON THE PROPERTY OF A MR. SMITH, SET ON THE TOP AND AT ABOUT THE
 LX0801'HIGHEST PART OF A 12-BY-5 FOOT EXPOSED PART OF BEDROCK WHICH
 LX0801'IS FLUSH WITH THE GROUND, 85.5 FEET SOUTHEAST OF THE EAST
 LX0801'CORNER OF GARAGE WHICH IS LOCATED ON THE NORTHEAST SIDE OF
 LX0801'MR. SMITH RESIDENCE, 69 FEET NORTHWEST OF THE CENTER LINE OF
 LX0801'THE HIGHWAY, 66 FEET SOUTHWEST OF THE CENTER LINE OF DRIVEWAY
 LX0801'TO HOUSE, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LX0801'NOTE-- MARK MARY BE REACHED BY GOING 1.65 MILES NORTHEAST ALONG
 LX0801'STATE HIGHWAY 136 FROM ITS INTERSECTION WITH EAST AVENUE AT EAST
 LX0801'NORWALK.
 LX0801
 LX0801                          STATION RECOVERY (1983)
 LX0801
 LX0801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LX0801'RECOVERED IN GOOD CONDITION.
 LX0801
 LX0801                          STATION RECOVERY (1998)
 LX0801
 LX0801'RECOVERY NOTE BY US POWER SQUADRON 1998
 LX0801'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0882 ***********************************************************************
 LX0882  DESIGNATION -  Z 33
 LX0882  PID         -  LX0882
 LX0882  STATE/COUNTY-  CT/FAIRFIELD
 LX0882  USGS QUAD   -  MILFORD (1984)
 LX0882
 LX0882                         *CURRENT SURVEY CONTROL
 LX0882  ___________________________________________________________________
 LX0882* NAD 83(1986)-  41 11 40.     (N)    073 07 21.     (W)     SCALED    
 LX0882* NAVD 88     -         1.732  (meters)       5.68   (feet)  ADJUSTED  
 LX0882  ___________________________________________________________________
 LX0882  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 LX0882  DYNAMIC HT  -           1.731 (meters)       5.68  (feet)  COMP
 LX0882  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 LX0882
 LX0882  VERT ORDER  -  FIRST     CLASS I
 LX0882
 LX0882.The horizontal coordinates were scaled from a topographic map and have
 LX0882.an estimated accuracy of +/- 6 seconds.
 LX0882
 LX0882.The orthometric height was determined by differential leveling
 LX0882.and adjusted by the National Geodetic Survey in June 1991..
 LX0882
 LX0882.The geoid height was determined by GEOID03.
 LX0882
 LX0882.The dynamic height is computed by dividing the NAVD 88
 LX0882.geopotential number by the normal gravity value computed on the
 LX0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0882.degrees latitude (g = 980.6199 gals.).
 LX0882
 LX0882.The modeled gravity was interpolated from observed gravity values.
 LX0882
 LX0882;                    North         East    Units  Estimated Accuracy
 LX0882;SPC CT       -   192,570.      273,550.      MT  (+/- 180 meters Scaled)
 LX0882
 LX0882                          SUPERSEDED SURVEY CONTROL
 LX0882
 LX0882  NGVD 29 (??/??/92)    2.064  (m)            6.77   (f) ADJ UNCH    1 1
 LX0882
 LX0882.Superseded values are not recommended for survey control.
 LX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0882.See file dsdata.txt to determine how the superseded data were derived.
 LX0882
 LX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL574620(NAD 83)
 LX0882_MARKER: DB = BENCH MARK DISK
 LX0882_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LX0882_SP_SET: CULVERT
 LX0882_STAMPING: Z 33 1965
 LX0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LX0882
 LX0882  HISTORY     - Date     Condition        Report By
 LX0882  HISTORY     - 1965     MONUMENTED       CGS
 LX0882  HISTORY     - 1982     GOOD             NGS
 LX0882  HISTORY     - 1988     GOOD             USPSQD
 LX0882
 LX0882                          STATION DESCRIPTION
 LX0882
 LX0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0882'AT STRATFORD.
 LX0882'AT STRATFORD, ABOUT 110 YARDS SOUTHWEST OF THE Y JUNCTION
 LX0882'OF FERRY BLVD AND EAST BROADWAY, SET ON THE TOP OF THE NORTHEAST
 LX0882'END OF THE SOUTHEAST CONCRETE HEAD WALL FOR A 12- FOOT CONCRETE
 LX0882'BOX CULVERT UNDER FERRY BLVD AND EAST BROADWAY, 42 FEET
 LX0882'SOUTHEAST OF THE CENTER LINE OF FERRY BLVD, 1/2 FOOT SOUTHWEST
 LX0882'OF THE NORTHEAST END OF THE HEAD WALL AND 5 FEET BELOW THE LEVEL
 LX0882'OF THE BLVD.
 LX0882
 LX0882                          STATION RECOVERY (1982)
 LX0882
 LX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LX0882'RECOVERED IN GOOD CONDITION.
 LX0882
 LX0882                          STATION RECOVERY (1988)
 LX0882
 LX0882'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0400 ***********************************************************************
 LX0400  DESIGNATION -  Z 34
 LX0400  PID         -  LX0400
 LX0400  STATE/COUNTY-  CT/NEW HAVEN
 LX0400  USGS QUAD   -  NEW HAVEN (1984)
 LX0400
 LX0400                         *CURRENT SURVEY CONTROL
 LX0400  ___________________________________________________________________
 LX0400* NAD 83(1986)-  41 16 13.     (N)    072 53 25.     (W)     SCALED    
 LX0400* NAVD 88     -         1.963  (meters)       6.44   (feet)  ADJUSTED  
 LX0400  ___________________________________________________________________
 LX0400  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 LX0400  DYNAMIC HT  -           1.962 (meters)       6.44  (feet)  COMP
 LX0400  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 LX0400
 LX0400  VERT ORDER  -  FIRST     CLASS I
 LX0400
 LX0400.This mark is at Tweed-New Haven Airport (HVN)
 LX0400
 LX0400.The horizontal coordinates were scaled from a topographic map and have
 LX0400.an estimated accuracy of +/- 6 seconds.
 LX0400
 LX0400.The orthometric height was determined by differential leveling
 LX0400.and adjusted by the National Geodetic Survey in June 1991..
 LX0400
 LX0400.The geoid height was determined by GEOID03.
 LX0400
 LX0400.The dynamic height is computed by dividing the NAVD 88
 LX0400.geopotential number by the normal gravity value computed on the
 LX0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0400.degrees latitude (g = 980.6199 gals.).
 LX0400
 LX0400.The modeled gravity was interpolated from observed gravity values.
 LX0400
 LX0400;                    North         East    Units  Estimated Accuracy
 LX0400;SPC CT       -   200,940.      293,050.      MT  (+/- 180 meters Scaled)
 LX0400
 LX0400                          SUPERSEDED SURVEY CONTROL
 LX0400
 LX0400  NGVD 29 (??/??/92)    2.280  (m)            7.48   (f) ADJ UNCH    1 1
 LX0400
 LX0400.Superseded values are not recommended for survey control.
 LX0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0400.See file dsdata.txt to determine how the superseded data were derived.
 LX0400
 LX0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL767709(NAD 83)
 LX0400_MARKER: DB = BENCH MARK DISK
 LX0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0400_SP_SET: BUILDING
 LX0400_STAMPING: Z 34 1965
 LX0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0400
 LX0400  HISTORY     - Date     Condition        Report By
 LX0400  HISTORY     - 1965     MONUMENTED       CGS
 LX0400  HISTORY     - 1972     GOOD             NGS
 LX0400  HISTORY     - 1977     GOOD             NGS
 LX0400  HISTORY     - 1988     GOOD             USPSQD
 LX0400  HISTORY     - 19910414 POOR             USPSQD
 LX0400
 LX0400                          STATION DESCRIPTION
 LX0400
 LX0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0400'AT NEW HAVEN.
 LX0400'AT NEW HAVEN, AT THE NEW HAVEN MUNICIPAL AIRPORT, ABOUT 125
 LX0400'YARDS NORTHEAST OF THE ADMINISTRATION BUILDING, SET
 LX0400'VERTICALLY IN THE SOUTHEAST CONCRETE FACE OF THE EAST CORNER OF
 LX0400'THE NORTHEAST ONE OF TWO HANGARS, 2 1/2 FEET SOUTHWEST OF THE
 LX0400'EAST CORNER OF THE HANGAR AND 1.1 FEET ABOVE THE LEVEL OF THE
 LX0400'GROUND.
 LX0400
 LX0400                          STATION RECOVERY (1972)
 LX0400
 LX0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LX0400'RECOVERED IN GOOD CONDITION.
 LX0400
 LX0400                          STATION RECOVERY (1977)
 LX0400
 LX0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LX0400'RECOVERED IN GOOD CONDITION.
 LX0400
 LX0400                          STATION RECOVERY (1988)
 LX0400
 LX0400'RECOVERY NOTE BY US POWER SQUADRON 1988 (JAC)
 LX0400'RECOVERED IN GOOD CONDITION.
 LX0400
 LX0400                          STATION RECOVERY (1991)
 LX0400
 LX0400'RECOVERY NOTE BY US POWER SQUADRON 1991 (NAM)
 LX0400'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0125 ***********************************************************************
 LX0125  DESIGNATION -  Z 35
 LX0125  PID         -  LX0125
 LX0125  STATE/COUNTY-  CT/NEW LONDON
 LX0125  USGS QUAD   -  NIANTIC (1983)
 LX0125
 LX0125                         *CURRENT SURVEY CONTROL
 LX0125  ___________________________________________________________________
 LX0125* NAD 83(1986)-  41 18 55.     (N)    072 14 56.     (W)     SCALED    
 LX0125* NAVD 88     -        26.222  (meters)      86.03   (feet)  ADJUSTED  
 LX0125  ___________________________________________________________________
 LX0125  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 LX0125  DYNAMIC HT  -          26.213 (meters)      86.00  (feet)  COMP
 LX0125  MODELED GRAV-     980,279.2   (mgal)                       NAVD 88
 LX0125
 LX0125  VERT ORDER  -  FIRST     CLASS I
 LX0125
 LX0125.The horizontal coordinates were scaled from a topographic map and have
 LX0125.an estimated accuracy of +/- 6 seconds.
 LX0125
 LX0125.The orthometric height was determined by differential leveling
 LX0125.and adjusted by the National Geodetic Survey in June 1991..
 LX0125
 LX0125.The geoid height was determined by GEOID03.
 LX0125
 LX0125.The dynamic height is computed by dividing the NAVD 88
 LX0125.geopotential number by the normal gravity value computed on the
 LX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0125.degrees latitude (g = 980.6199 gals.).
 LX0125
 LX0125.The modeled gravity was interpolated from observed gravity values.
 LX0125
 LX0125;                    North         East    Units  Estimated Accuracy
 LX0125;SPC CT       -   206,050.      346,760.      MT  (+/- 180 meters Scaled)
 LX0125
 LX0125                          SUPERSEDED SURVEY CONTROL
 LX0125
 LX0125  NGVD 29 (??/??/92)   26.528  (m)           87.03   (f) ADJ UNCH    1 1
 LX0125
 LX0125.Superseded values are not recommended for survey control.
 LX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0125.See file dsdata.txt to determine how the superseded data were derived.
 LX0125
 LX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL302774(NAD 83)
 LX0125_MARKER: DB = BENCH MARK DISK
 LX0125_SETTING: 80 = SET IN A BOULDER
 LX0125_SP_SET: BOULDER
 LX0125_STAMPING: Z 35 1965
 LX0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0125+STABILITY: SURFACE MOTION
 LX0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0125+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 LX0125
 LX0125  HISTORY     - Date     Condition        Report By
 LX0125  HISTORY     - 1965     MONUMENTED       CGS
 LX0125  HISTORY     - 1983     GOOD             USPSQD
 LX0125  HISTORY     - 1987     GOOD             USPSQD
 LX0125  HISTORY     - 1988     GOOD             USPSQD
 LX0125  HISTORY     - 1989     GOOD             USPSQD
 LX0125  HISTORY     - 19901201 GOOD             USPSQD
 LX0125  HISTORY     - 19991226 GOOD             USPSQD
 LX0125  HISTORY     - 20011001 GOOD             USPSQD
 LX0125  HISTORY     - 20030417 GOOD             USPSQD
 LX0125  HISTORY     - 20030418 GOOD             USPSQD
 LX0125  HISTORY     - 20051202 GOOD             USPSQD
 LX0125  HISTORY     - 20051206 GOOD             USPSQD
 LX0125
 LX0125                          STATION DESCRIPTION
 LX0125
 LX0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0125'2.9 MI W FROM NIANTIC.
 LX0125'ABOUT 2.9 MILES WEST ALONG STATE HIGHWAY 156 FROM THE POST
 LX0125'OFFICE AT NIANTIC, 233 YARDS EAST OF THE WEST END OF A
 LX0125'ROADSIDE PARK ON TOP OF HILL, SET ON THE TOP OF THE HIGHEST
 LX0125'PART OF AN 8-BY-6-FOOT EXPOSED PART OF A BOULDER WHICH
 LX0125'PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 60 FEET
 LX0125'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE
 LX0125'CENTER LINE OF A ROAD LEADING THROUGH PARK, 35 FEET SOUTHWEST
 LX0125'OF POWER LINE POLE NO. 373 AND ABOUT 7 FEET ABOVE THE LEVEL
 LX0125'OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED BY GOING 1.45 MILES
 LX0125'NORTHEAST ALONG STATE HIGHWAY 156 FROM THE POST OFFICE AT SOUTH
 LX0125'LYME TO MARK ON RIGHT.
 LX0125
 LX0125                          STATION RECOVERY (1983)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (1987)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 1987 (RMS)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (1988)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (1989)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (1990)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (1999)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 1999
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (2001)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 2001 (HHG)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (2003)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (2003)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRR)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (2005)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0125'RECOVERED IN GOOD CONDITION.
 LX0125
 LX0125                          STATION RECOVERY (2005)
 LX0125
 LX0125'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRR)
 LX0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0068 ***********************************************************************
 LX0068  DESIGNATION -  Z 36
 LX0068  PID         -  LX0068
 LX0068  STATE/COUNTY-  CT/MIDDLESEX
 LX0068  USGS QUAD   -  ESSEX (1977)
 LX0068
 LX0068                         *CURRENT SURVEY CONTROL
 LX0068  ___________________________________________________________________
 LX0068* NAD 83(1986)-  41 16 16.     (N)    072 29 52.     (W)     SCALED    
 LX0068* NAVD 88     -         2.280  (meters)       7.48   (feet)  ADJUSTED  
 LX0068  ___________________________________________________________________
 LX0068  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 LX0068  DYNAMIC HT  -           2.280 (meters)       7.48  (feet)  COMP
 LX0068  MODELED GRAV-     980,287.2   (mgal)                       NAVD 88
 LX0068
 LX0068  VERT ORDER  -  FIRST     CLASS I
 LX0068
 LX0068.The horizontal coordinates were scaled from a topographic map and have
 LX0068.an estimated accuracy of +/- 6 seconds.
 LX0068
 LX0068.The orthometric height was determined by differential leveling
 LX0068.and adjusted by the National Geodetic Survey in June 1991..
 LX0068
 LX0068.The geoid height was determined by GEOID03.
 LX0068
 LX0068.The dynamic height is computed by dividing the NAVD 88
 LX0068.geopotential number by the normal gravity value computed on the
 LX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0068.degrees latitude (g = 980.6199 gals.).
 LX0068
 LX0068.The modeled gravity was interpolated from observed gravity values.
 LX0068
 LX0068;                    North         East    Units  Estimated Accuracy
 LX0068;SPC CT       -   201,050.      325,930.      MT  (+/- 180 meters Scaled)
 LX0068
 LX0068                          SUPERSEDED SURVEY CONTROL
 LX0068
 LX0068  NGVD 29 (??/??/92)    2.599  (m)            8.53   (f) ADJ UNCH    1 1
 LX0068
 LX0068.Superseded values are not recommended for survey control.
 LX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0068.See file dsdata.txt to determine how the superseded data were derived.
 LX0068
 LX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL095718(NAD 83)
 LX0068_MARKER: DB = BENCH MARK DISK
 LX0068_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LX0068_SP_SET: UNSPECIFIED ROCK
 LX0068_STAMPING: Z 36 1965
 LX0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0068
 LX0068  HISTORY     - Date     Condition        Report By
 LX0068  HISTORY     - 1965     MONUMENTED       CGS
 LX0068  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX0068
 LX0068                          STATION DESCRIPTION
 LX0068
 LX0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0068'1.6 MI E FROM CLINTON.
 LX0068'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LX0068'AT CLINTON, AT THE JUNCTION OF A ROAD LEADING SOUTHEAST TO
 LX0068'CLINTON BEACH, SET IN THE TOP OF AND ABOUT IN THE CENTER OF A
 LX0068'ROCK WHICH IS 4 FEET LONG, 2 FEET WIDE AND 1/2 FOOT HIGH, 27
 LX0068'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTWEST
 LX0068'OF THE CENTER LINE OF ROAD TO CLINTON BEACH, 1 FOOT ABOVE THE
 LX0068'LEVEL OF THE HIGHWAY.
 LX0068
 LX0068                          STATION RECOVERY (1984)
 LX0068
 LX0068'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0724 ***********************************************************************
 LW0724  DESIGNATION -  Z 37
 LW0724  PID         -  LW0724
 LW0724  STATE/COUNTY-  CT/NEW LONDON
 LW0724  USGS QUAD   -  MYSTIC (1984)
 LW0724
 LW0724                         *CURRENT SURVEY CONTROL
 LW0724  ___________________________________________________________________
 LW0724* NAD 83(1986)-  41 20 29.     (N)    071 56 42.     (W)     SCALED    
 LW0724* NAVD 88     -         7.618  (meters)      24.99   (feet)  ADJUSTED  
 LW0724  ___________________________________________________________________
 LW0724  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LW0724  DYNAMIC HT  -           7.615 (meters)      24.98  (feet)  COMP
 LW0724  MODELED GRAV-     980,273.4   (mgal)                       NAVD 88
 LW0724
 LW0724  VERT ORDER  -  FIRST     CLASS I
 LW0724
 LW0724.The horizontal coordinates were scaled from a topographic map and have
 LW0724.an estimated accuracy of +/- 6 seconds.
 LW0724
 LW0724.The orthometric height was determined by differential leveling
 LW0724.and adjusted by the National Geodetic Survey in June 1991..
 LW0724
 LW0724.The geoid height was determined by GEOID03.
 LW0724
 LW0724.The dynamic height is computed by dividing the NAVD 88
 LW0724.geopotential number by the normal gravity value computed on the
 LW0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0724.degrees latitude (g = 980.6199 gals.).
 LW0724
 LW0724.The modeled gravity was interpolated from observed gravity values.
 LW0724
 LW0724;                    North         East    Units  Estimated Accuracy
 LW0724;SPC CT       -   209,140.      372,180.      MT  (+/- 180 meters Scaled)
 LW0724
 LW0724                          SUPERSEDED SURVEY CONTROL
 LW0724
 LW0724  NGVD 29 (??/??/92)    7.908  (m)           25.94   (f) ADJ UNCH    1 1
 LW0724
 LW0724.Superseded values are not recommended for survey control.
 LW0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0724.See file dsdata.txt to determine how the superseded data were derived.
 LW0724
 LW0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF535808(NAD 83)
 LW0724_MARKER: DB = BENCH MARK DISK
 LW0724_SETTING: 66 = SET IN ROCK OUTCROP
 LW0724_SP_SET: ROCK LEDGE
 LW0724_STAMPING: Z 37 1965
 LW0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0724+STABILITY: POSITION/ELEVATION WELL
 LW0724
 LW0724  HISTORY     - Date     Condition        Report By
 LW0724  HISTORY     - 1965     MONUMENTED       CGS
 LW0724  HISTORY     - 1984     GOOD             USPSQD
 LW0724  HISTORY     - 1987     GOOD             USPSQD
 LW0724  HISTORY     - 20000110 GOOD             USPSQD
 LW0724  HISTORY     - 20020219 POOR             USPSQD
 LW0724
 LW0724                          STATION DESCRIPTION
 LW0724
 LW0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0724'1.4 MI SE FROM MYSTIC.
 LW0724'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0724'AT MYSTIC, AT A CROSSROAD, SET ON THE TOP OF A ROCK LEDGE WHICH
 LW0724'IS AT THE NORTHWEST END OF A ROCK CUT, 34 FEET NORTH OF THE
 LW0724'CENTER LINE OF THE HIGHWAY, 89 FEET EAST OF THE CENTER OF
 LW0724'INTERSECTION, 28 FEET SOUTHEAST OF THE NORTHWEST END OF CUT AND
 LW0724'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0724
 LW0724                          STATION RECOVERY (1984)
 LW0724
 LW0724'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0724'RECOVERED IN GOOD CONDITION.
 LW0724
 LW0724                          STATION RECOVERY (1987)
 LW0724
 LW0724'RECOVERY NOTE BY US POWER SQUADRON 1987 (THB)
 LW0724'RECOVERED IN GOOD CONDITION.
 LW0724
 LW0724                          STATION RECOVERY (2000)
 LW0724
 LW0724'RECOVERY NOTE BY US POWER SQUADRON 2000
 LW0724'RECOVERED IN GOOD CONDITION.
 LW0724
 LW0724                          STATION RECOVERY (2002)
 LW0724
 LW0724'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0724'CONTRADICTION OF USPSQD 2000 RECOVERY. DISK IN FAIR CONDITION WITH
 LW0724'BARELY LEGIBLE STAMPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0179 ***********************************************************************
 LX0179  DESIGNATION -  Z 38
 LX0179  PID         -  LX0179
 LX0179  STATE/COUNTY-  CT/NEW LONDON
 LX0179  USGS QUAD   -  NEW LONDON (1984)
 LX0179
 LX0179                         *CURRENT SURVEY CONTROL
 LX0179  ___________________________________________________________________
 LX0179* NAD 83(1986)-  41 19 42.     (N)    072 02 49.     (W)     SCALED    
 LX0179* NAVD 88     -         1.251  (meters)       4.10   (feet)  ADJUSTED  
 LX0179  ___________________________________________________________________
 LX0179  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 LX0179  DYNAMIC HT  -           1.250 (meters)       4.10  (feet)  COMP
 LX0179  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 LX0179
 LX0179  VERT ORDER  -  FIRST     CLASS I
 LX0179
 LX0179.This mark is at Groton-New London Airport (GON)
 LX0179
 LX0179.The horizontal coordinates were scaled from a topographic map and have
 LX0179.an estimated accuracy of +/- 6 seconds.
 LX0179
 LX0179.The orthometric height was determined by differential leveling
 LX0179.and adjusted by the National Geodetic Survey in June 1991..
 LX0179
 LX0179.The geoid height was determined by GEOID03.
 LX0179
 LX0179.The dynamic height is computed by dividing the NAVD 88
 LX0179.geopotential number by the normal gravity value computed on the
 LX0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0179.degrees latitude (g = 980.6199 gals.).
 LX0179
 LX0179.The modeled gravity was interpolated from observed gravity values.
 LX0179
 LX0179;                    North         East    Units  Estimated Accuracy
 LX0179;SPC CT       -   207,610.      363,660.      MT  (+/- 180 meters Scaled)
 LX0179
 LX0179                          SUPERSEDED SURVEY CONTROL
 LX0179
 LX0179  NGVD 29 (??/??/92)    1.541  (m)            5.06   (f) ADJ UNCH    1 1
 LX0179
 LX0179.Superseded values are not recommended for survey control.
 LX0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0179.See file dsdata.txt to determine how the superseded data were derived.
 LX0179
 LX0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL471794(NAD 83)
 LX0179_MARKER: DB = BENCH MARK DISK
 LX0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX0179_SP_SET: CONCRETE BASE
 LX0179_STAMPING: Z 38 1965
 LX0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LX0179+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2001
 LX0179
 LX0179  HISTORY     - Date     Condition        Report By
 LX0179  HISTORY     - 1965     MONUMENTED       CGS
 LX0179  HISTORY     - 1973     GOOD             NGS
 LX0179  HISTORY     - 1983     GOOD             USPSQD
 LX0179  HISTORY     - 1988     GOOD             USPSQD
 LX0179  HISTORY     - 1990     GOOD             USPSQD
 LX0179  HISTORY     - 20010415 GOOD             USPSQD
 LX0179
 LX0179                          STATION DESCRIPTION
 LX0179
 LX0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LX0179'AT GROTON.
 LX0179'AT GROTON, AT THE TRUMBULL AIRPORT, ABOUT 0.35 MILE SOUTH ACROSS
 LX0179'FROM THE ADMINISTRATION BUILDING, SET ON THE TOP OF THE SOUTHEAST
 LX0179'SIDE OF A 3-BY-1.5 FOOT CONCRETE BASE FOR THE NORTHWEST ONE OF
 LX0179'TWO WINDSOCK, 41 FEET NORTHWEST OF THE NORTH CORNER OF A
 LX0179'TETRAHEDRON, 101 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF
 LX0179'NORTHWEST-SOUTHEAST RUNWAY AND 1 1/2 FOOT ABOVE THE LEVEL OF
 LX0179'THE GROUND.  NOTE-- THE BASE IS 10 FEET DEEP.
 LX0179
 LX0179                          STATION RECOVERY (1973)
 LX0179
 LX0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 LX0179'RECOVERED IN GOOD CONDITION.
 LX0179
 LX0179                          STATION RECOVERY (1983)
 LX0179
 LX0179'RECOVERY NOTE BY US POWER SQUADRON 1983
 LX0179'RECOVERED IN GOOD CONDITION.
 LX0179
 LX0179                          STATION RECOVERY (1988)
 LX0179
 LX0179'RECOVERY NOTE BY US POWER SQUADRON 1988 (FW)
 LX0179'RECOVERED IN GOOD CONDITION.
 LX0179
 LX0179                          STATION RECOVERY (1990)
 LX0179
 LX0179'RECOVERY NOTE BY US POWER SQUADRON 1990 (FW)
 LX0179'RECOVERED IN GOOD CONDITION.
 LX0179
 LX0179                          STATION RECOVERY (2001)
 LX0179
 LX0179'RECOVERY NOTE BY US POWER SQUADRON 2001 (RMS)
 LX0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0080 ***********************************************************************
 LX0080  DESIGNATION -  Z 4
 LX0080  PID         -  LX0080
 LX0080  STATE/COUNTY-  CT/MIDDLESEX
 LX0080  USGS QUAD   -  ESSEX (1977)
 LX0080
 LX0080                         *CURRENT SURVEY CONTROL
 LX0080  ___________________________________________________________________
 LX0080* NAD 83(1986)-  41 17 21.     (N)    072 25 09.     (W)     SCALED    
 LX0080* NAVD 88     -         8.461  (meters)      27.76   (feet)  ADJUSTED  
 LX0080  ___________________________________________________________________
 LX0080  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 LX0080  DYNAMIC HT  -           8.458 (meters)      27.75  (feet)  COMP
 LX0080  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 LX0080
 LX0080  VERT ORDER  -  FIRST     CLASS I
 LX0080
 LX0080.The horizontal coordinates were scaled from a topographic map and have
 LX0080.an estimated accuracy of +/- 6 seconds.
 LX0080
 LX0080.The orthometric height was determined by differential leveling
 LX0080.and adjusted by the National Geodetic Survey in June 1991..
 LX0080
 LX0080.The geoid height was determined by GEOID03.
 LX0080
 LX0080.The dynamic height is computed by dividing the NAVD 88
 LX0080.geopotential number by the normal gravity value computed on the
 LX0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0080.degrees latitude (g = 980.6199 gals.).
 LX0080
 LX0080.The modeled gravity was interpolated from observed gravity values.
 LX0080
 LX0080;                    North         East    Units  Estimated Accuracy
 LX0080;SPC CT       -   203,080.      332,510.      MT  (+/- 180 meters Scaled)
 LX0080
 LX0080                          SUPERSEDED SURVEY CONTROL
 LX0080
 LX0080  NGVD 29 (??/??/92)    8.776  (m)           28.79   (f) ADJ UNCH    1 1
 LX0080
 LX0080.Superseded values are not recommended for survey control.
 LX0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0080.See file dsdata.txt to determine how the superseded data were derived.
 LX0080
 LX0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL161740(NAD 83)
 LX0080_MARKER: DB = BENCH MARK DISK
 LX0080_SETTING: 80 = SET IN A BOULDER
 LX0080_SP_SET: BOULDER
 LX0080_STAMPING: ELEV 28.793 FT Z 4 1922
 LX0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX0080+STABILITY: SURFACE MOTION
 LX0080
 LX0080  HISTORY     - Date     Condition        Report By
 LX0080  HISTORY     - 1922     MONUMENTED       CGS
 LX0080  HISTORY     - 1965     GOOD             NGS
 LX0080  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LX0080  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 LX0080
 LX0080                          STATION DESCRIPTION
 LX0080
 LX0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 LX0080'2.2 MI E FROM WESTBROOK.
 LX0080'ABOUT 1.9 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE TOWN HALL AT
 LX0080'WESTBROOK, THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 166, ALONG
 LX0080'THE NEW YORK, NEW HAVEN AND HARTFORD RAILROAD, NEAR THE NORTHWEST
 LX0080'CORNER OF THE OVERPASS OVER THE RAILROAD, SET ON THE TOP OF A
 LX0080'5 FOOT BOULDER WHICH IS 2 1/2 FEET WIDE AND PROJECTS 1/2 FOOT
 LX0080'ABOVE THE LEVEL OF THE GROUND, 28.4 FEET NORTH OF THE NORTH RAIL,
 LX0080'72 FEET NORTHWEST OF THE WEST END OF THE BRIDGE WING WALL, AND
 LX0080'5 FEET ABOVE THE LEVEL OF THE TRACK.
 LX0080
 LX0080                          STATION RECOVERY (1984)
 LX0080
 LX0080'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0080'MARK NOT FOUND.
 LX0080
 LX0080                          STATION RECOVERY (1988)
 LX0080
 LX0080'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LX0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1668 ***********************************************************************
 LX1668  DESIGNATION -  Z 50
 LX1668  PID         -  LX1668
 LX1668  STATE/COUNTY-  CT/HARTFORD
 LX1668  USGS QUAD   -  HARTFORD NORTH (1992)
 LX1668
 LX1668                         *CURRENT SURVEY CONTROL
 LX1668  ___________________________________________________________________
 LX1668* NAD 83(1986)-  41 50 03.     (N)    072 39 16.     (W)     SCALED    
 LX1668* NAVD 88     -        31.863  (meters)     104.54   (feet)  ADJUSTED  
 LX1668  ___________________________________________________________________
 LX1668  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 LX1668  DYNAMIC HT  -          31.853 (meters)     104.50  (feet)  COMP
 LX1668  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 LX1668
 LX1668  VERT ORDER  -  FIRST     CLASS II
 LX1668
 LX1668.The horizontal coordinates were scaled from a topographic map and have
 LX1668.an estimated accuracy of +/- 6 seconds.
 LX1668
 LX1668.The orthometric height was determined by differential leveling
 LX1668.and adjusted by the National Geodetic Survey in June 1991..
 LX1668
 LX1668.The geoid height was determined by GEOID03.
 LX1668
 LX1668.The dynamic height is computed by dividing the NAVD 88
 LX1668.geopotential number by the normal gravity value computed on the
 LX1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1668.degrees latitude (g = 980.6199 gals.).
 LX1668
 LX1668.The modeled gravity was interpolated from observed gravity values.
 LX1668
 LX1668;                    North         East    Units  Estimated Accuracy
 LX1668;SPC CT       -   263,560.      312,740.      MT  (+/- 180 meters Scaled)
 LX1668
 LX1668                          SUPERSEDED SURVEY CONTROL
 LX1668
 LX1668.No superseded survey control is available for this station.
 LX1668
 LX1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM947340(NAD 83)
 LX1668_MARKER: DB = BENCH MARK DISK
 LX1668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1668_SP_SET: STAINLESS STEEL ROD
 LX1668_STAMPING: Z 50 1978
 LX1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1668
 LX1668  HISTORY     - Date     Condition        Report By
 LX1668  HISTORY     - 1978     MONUMENTED       NGS
 LX1668
 LX1668                          STATION DESCRIPTION
 LX1668
 LX1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1668'1.4 MI SOUTH FROM WINDSOR.
 LX1668'1.4 MILE SOUTH ALONG STATE HIGHWAY 159 FROM THE POST OFFICE IN
 LX1668'WINDSOR TO THE JUNCTION OF HIGHWAY 159 AND GIDDINGS AVENUE AND
 LX1668'THE MARK ON THE LEFT, SET BETWEEN POWER POLE NUMBER 65K 35-H 2650
 LX1668'AND THE SIDEWALK ON THE NORTH SIDE OF GIDDING AVENUE, 97.5 FEET
 LX1668'WEST OF THE CENTER LINE OF HIGHWAY 159, 67 FEET WEST OF THE NORTHEAST
 LX1668'CORNER OF GIDDINGS AVENUE, 19 FEET NORTH OF THE CENTER LINE OF
 LX1668'GIDDINGS AVENUE, 1 FOOT NORTH OF POWER POLEE, 1 FOOT SOUTH OF SOUTH
 LX1668'SIDE OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1643 ***********************************************************************
 LX1643  DESIGNATION -  Z 51
 LX1643  PID         -  LX1643
 LX1643  STATE/COUNTY-  CT/HARTFORD
 LX1643  USGS QUAD   -  MERIDEN (1992)
 LX1643
 LX1643                         *CURRENT SURVEY CONTROL
 LX1643  ___________________________________________________________________
 LX1643* NAD 83(1986)-  41 35 09.     (N)    072 48 09.     (W)     SCALED    
 LX1643* NAVD 88     -        81.647  (meters)     267.87   (feet)  ADJUSTED  
 LX1643  ___________________________________________________________________
 LX1643  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX1643  DYNAMIC HT  -          81.622 (meters)     267.79  (feet)  COMP
 LX1643  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 LX1643
 LX1643  VERT ORDER  -  FIRST     CLASS II
 LX1643
 LX1643.The horizontal coordinates were scaled from a topographic map and have
 LX1643.an estimated accuracy of +/- 6 seconds.
 LX1643
 LX1643.The orthometric height was determined by differential leveling
 LX1643.and adjusted by the National Geodetic Survey in June 1991..
 LX1643
 LX1643.The geoid height was determined by GEOID03.
 LX1643
 LX1643.The dynamic height is computed by dividing the NAVD 88
 LX1643.geopotential number by the normal gravity value computed on the
 LX1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1643.degrees latitude (g = 980.6199 gals.).
 LX1643
 LX1643.The modeled gravity was interpolated from observed gravity values.
 LX1643
 LX1643;                    North         East    Units  Estimated Accuracy
 LX1643;SPC CT       -   235,970.      300,420.      MT  (+/- 180 meters Scaled)
 LX1643
 LX1643                          SUPERSEDED SURVEY CONTROL
 LX1643
 LX1643.No superseded survey control is available for this station.
 LX1643
 LX1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM831061(NAD 83)
 LX1643_MARKER: DB = BENCH MARK DISK
 LX1643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LX1643_SP_SET: FOUNDATION
 LX1643_STAMPING: Z 51 1978
 LX1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1643
 LX1643  HISTORY     - Date     Condition        Report By
 LX1643  HISTORY     - 1978     MONUMENTED       NGS
 LX1643
 LX1643                          STATION DESCRIPTION
 LX1643
 LX1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 LX1643'4.7 MILE NW FROM MERIDEN.
 LX1643'1.4 MILES WEST ALONG WEST MAIN STREET FROM THE COMMEMORATIVE WORLD
 LX1643'WAR MONUMENT AT THE JUNCTION OF STATE HIGHWAY 5 AND EAST AND WEST
 LX1643'MAIN STREET IN MERIDEN, THENCE 3.3 MILES NORTH ALONG STATE HIGHWAY
 LX1643'71 TO THE MARK ON THE LEFT, SET IN THE FOUNDATION AT THE NORTH
 LX1643'CORNER OF THE FIRST FIRE ENGINE EXIT DOOR SOUTH OF THE ENTRANCE TO
 LX1643'SOUTH KENSINGTON FIRE DEPARTMENT, 47 FEET NORTHWEST OF THE CENTER
 LX1643'LINE OF HIGHWAY 71, 7 FEET SOUTH OF THE NORTH CORNER OF THE FIRE
 LX1643'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1886 ***********************************************************************
 LX1886  DESIGNATION -  Z 54
 LX1886  PID         -  LX1886
 LX1886  STATE/COUNTY-  CT/FAIRFIELD
 LX1886  USGS QUAD   -  BETHEL (1984)
 LX1886
 LX1886                         *CURRENT SURVEY CONTROL
 LX1886  ___________________________________________________________________
 LX1886* NAD 83(1986)-  41 20 15.     (N)    073 28 13.     (W)     SCALED    
 LX1886* NAVD 88     -       164.584  (meters)     539.97   (feet)  ADJUSTED  
 LX1886  ___________________________________________________________________
 LX1886  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX1886  DYNAMIC HT  -         164.528 (meters)     539.79  (feet)  COMP
 LX1886  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 LX1886
 LX1886  VERT ORDER  -  FIRST     CLASS II
 LX1886
 LX1886.The horizontal coordinates were scaled from a topographic map and have
 LX1886.an estimated accuracy of +/- 6 seconds.
 LX1886
 LX1886.The orthometric height was determined by differential leveling
 LX1886.and adjusted by the National Geodetic Survey in June 1991..
 LX1886
 LX1886.The geoid height was determined by GEOID03.
 LX1886
 LX1886.The dynamic height is computed by dividing the NAVD 88
 LX1886.geopotential number by the normal gravity value computed on the
 LX1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1886.degrees latitude (g = 980.6199 gals.).
 LX1886
 LX1886.The modeled gravity was interpolated from observed gravity values.
 LX1886
 LX1886;                    North         East    Units  Estimated Accuracy
 LX1886;SPC CT       -   208,640.      244,510.      MT  (+/- 180 meters Scaled)
 LX1886
 LX1886                          SUPERSEDED SURVEY CONTROL
 LX1886
 LX1886.No superseded survey control is available for this station.
 LX1886
 LX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL279773(NAD 83)
 LX1886_MARKER: DB = BENCH MARK DISK
 LX1886_SETTING: 66 = SET IN ROCK OUTCROP
 LX1886_SP_SET: ROCK OUTCROP
 LX1886_STAMPING: Z 54 1984
 LX1886_MARK LOGO: NGS   
 LX1886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1886+STABILITY: POSITION/ELEVATION WELL
 LX1886
 LX1886  HISTORY     - Date     Condition        Report By
 LX1886  HISTORY     - 1984     MONUMENTED       NGS
 LX1886  HISTORY     - 19930415 GOOD             USPSQD
 LX1886
 LX1886                          STATION DESCRIPTION
 LX1886
 LX1886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1886'1.8 KM (1.15 MI) NE FROM RIDGEFIELD.
 LX1886'1.8 KM (1.15 MI) NORTHEAST ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF
 LX1886'STATE HIGHWAY 35 IN RIDGEFIELD TO THE MARK ON THE LEFT, OPPOSITE THE
 LX1886'JUNCTION OF STARRS PLAIN ROAD, 7.77 METERS (25.5 FT) NORTHWEST OF THE
 LX1886'CENTERLINE OF THE HIGHWAY, 23.47 METERS (77.0 FT) NORTHEAST OF UTILITY
 LX1886'POLE 759, 20.12 METERS (66.0 FT) SOUTH-SOUTHWEST OF UTILITY POLE 760.
 LX1886'THE MARK IS 0.45 METERS  SW FROM A WITNESS POST.
 LX1886'THE MARK IS 1.37 M ABOVE HIGHWAY.
 LX1886
 LX1886                          STATION RECOVERY (1993)
 LX1886
 LX1886'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX1886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2053 ***********************************************************************
 LX2053  DESIGNATION -  Z 55
 LX2053  PID         -  LX2053
 LX2053  STATE/COUNTY-  CT/HARTFORD
 LX2053  USGS QUAD   -  WINDSOR LOCKS (1984)
 LX2053
 LX2053                         *CURRENT SURVEY CONTROL
 LX2053  ___________________________________________________________________
 LX2053* NAD 83(1986)-  41 59 52.     (N)    072 37 45.     (W)     SCALED    
 LX2053* NAVD 88     -        47.579  (meters)     156.10   (feet)  ADJUSTED  
 LX2053  ___________________________________________________________________
 LX2053  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 LX2053  DYNAMIC HT  -          47.565 (meters)     156.05  (feet)  COMP
 LX2053  MODELED GRAV-     980,339.6   (mgal)                       NAVD 88
 LX2053
 LX2053  VERT ORDER  -  FIRST     CLASS II
 LX2053
 LX2053.The horizontal coordinates were scaled from a topographic map and have
 LX2053.an estimated accuracy of +/- 6 seconds.
 LX2053
 LX2053.The orthometric height was determined by differential leveling
 LX2053.and adjusted by the National Geodetic Survey in June 1991..
 LX2053
 LX2053.The geoid height was determined by GEOID03.
 LX2053
 LX2053.The dynamic height is computed by dividing the NAVD 88
 LX2053.geopotential number by the normal gravity value computed on the
 LX2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2053.degrees latitude (g = 980.6199 gals.).
 LX2053
 LX2053.The modeled gravity was interpolated from observed gravity values.
 LX2053
 LX2053;                    North         East    Units  Estimated Accuracy
 LX2053;SPC CT       -   281,730.      314,810.      MT  (+/- 180 meters Scaled)
 LX2053
 LX2053                          SUPERSEDED SURVEY CONTROL
 LX2053
 LX2053.No superseded survey control is available for this station.
 LX2053
 LX2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM963522(NAD 83)
 LX2053_MARKER: I = METAL ROD
 LX2053_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2053+WITH SETTING: INFORMATION.
 LX2053_SP_SET: SHALLOW SET METAL ROD
 LX2053_STAMPING: Z 55 1984
 LX2053_MARK LOGO: NGS   
 LX2053_PROJECTION: FLUSH
 LX2053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2053_ROD/PIPE-DEPTH: 2.3  meters
 LX2053
 LX2053  HISTORY     - Date     Condition        Report By
 LX2053  HISTORY     - 1984     MONUMENTED       NGS
 LX2053
 LX2053                          STATION DESCRIPTION
 LX2053
 LX2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2053'3.0 KM (1.9 MI) NE FROM SUFFIELD.
 LX2053'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 75 FROM THE JUNCTION OF
 LX2053'STATE HIGHWAY 168 IN SUFFIELD, THENCE 1.4 KM (0.9 MI) EAST ALONG STATE
 LX2053'HIGHWAY 190 (MAPLETON AVENUE) TO THE MARK ON THE LEFT, DIRECTLY ACROSS
 LX2053'THE HIGHWAY FROM A SINGLE STORY HOUSE NUMBER 365, 6.40 METERS
 LX2053'(21.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.71 METERS
 LX2053'(45.0 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM THE CENTER OF THE
 LX2053'JUNCTION OF THE DRIVEWAY OF HOUSE 365, 0.39 METER (1.3 FT) NORTH OF
 LX2053'POWER POLE 365.  NOTE--SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD,
 LX2053'DRIVEN TO REFUSAL AND ANCHORED AT 2.3 METERS.
 LX2053'THE MARK IS 0.39 METERS  W FROM A WITNESS POST.
 LX2053'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1699 ***********************************************************************
 LW1699  DESIGNATION -  Z 56
 LW1699  PID         -  LW1699
 LW1699  STATE/COUNTY-  CT/WINDHAM
 LW1699  USGS QUAD   -  DANIELSON (1970)
 LW1699
 LW1699                         *CURRENT SURVEY CONTROL
 LW1699  ___________________________________________________________________
 LW1699* NAD 83(1986)-  41 46 08.     (N)    071 53 54.     (W)     SCALED    
 LW1699* NAVD 88     -        63.944  (meters)     209.79   (feet)  ADJUSTED  
 LW1699  ___________________________________________________________________
 LW1699  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 LW1699  DYNAMIC HT  -          63.923 (meters)     209.72  (feet)  COMP
 LW1699  MODELED GRAV-     980,282.3   (mgal)                       NAVD 88
 LW1699
 LW1699  VERT ORDER  -  FIRST     CLASS II
 LW1699
 LW1699.The horizontal coordinates were scaled from a topographic map and have
 LW1699.an estimated accuracy of +/- 6 seconds.
 LW1699
 LW1699.The orthometric height was determined by differential leveling
 LW1699.and adjusted by the National Geodetic Survey in June 1991..
 LW1699
 LW1699.The geoid height was determined by GEOID03.
 LW1699
 LW1699.The dynamic height is computed by dividing the NAVD 88
 LW1699.geopotential number by the normal gravity value computed on the
 LW1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1699.degrees latitude (g = 980.6199 gals.).
 LW1699
 LW1699.The modeled gravity was interpolated from observed gravity values.
 LW1699
 LW1699;                    North         East    Units  Estimated Accuracy
 LW1699;SPC CT       -   256,650.      375,620.      MT  (+/- 180 meters Scaled)
 LW1699
 LW1699                          SUPERSEDED SURVEY CONTROL
 LW1699
 LW1699.No superseded survey control is available for this station.
 LW1699
 LW1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG590281(NAD 83)
 LW1699_MARKER: I = METAL ROD
 LW1699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1699_SP_SET: STAINLESS STEEL ROD
 LW1699_STAMPING: Z 56 1984
 LW1699_MARK LOGO: NGS   
 LW1699_PROJECTION: FLUSH
 LW1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1699_ROD/PIPE-DEPTH: 4.1  meters
 LW1699
 LW1699  HISTORY     - Date     Condition        Report By
 LW1699  HISTORY     - 1984     MONUMENTED       NGS
 LW1699  HISTORY     - 19961020 GOOD             USPSQD
 LW1699
 LW1699                          STATION DESCRIPTION
 LW1699
 LW1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1699'4.3 KM (2.7 MI) SOUTH FROM DANIELSON.
 LW1699'4.3 KM (2.7 MI) SOUTH ALONG STATE HIGHWAY 12 FROM THE POST OFFICE IN
 LW1699'DANIELSON TO THE MARK ON THE LEFT, IN THE FRONT LAWN OF THE FIRST
 LW1699'SINGLE STORY HOUSE SOUTH OF THE JUNCTION OF TOAS DRIVE, 13.10 METERS
 LW1699'(43.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 36.27 METERS
 LW1699'(119.0 FT) SOUTH OF THE CENTER OF TOAS DRIVE, 15.54 METERS (51.0 FT)
 LW1699'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 0.91 METER (3.0 FT)
 LW1699'NORTH OF POWER POLE 110.
 LW1699'THE MARK IS 0.18 M ABOVE HIGHWAY.
 LW1699
 LW1699                          STATION RECOVERY (1996)
 LW1699
 LW1699'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1926 ***********************************************************************
 LX1926  DESIGNATION -  Z 57
 LX1926  PID         -  LX1926
 LX1926  STATE/COUNTY-  CT/LITCHFIELD
 LX1926  USGS QUAD   -  NEW MILFORD (1984)
 LX1926
 LX1926                         *CURRENT SURVEY CONTROL
 LX1926  ___________________________________________________________________
 LX1926* NAD 83(1986)-  41 36 22.     (N)    073 27 28.     (W)     SCALED    
 LX1926* NAVD 88     -        78.823  (meters)     258.61   (feet)  ADJUSTED  
 LX1926  ___________________________________________________________________
 LX1926  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 LX1926  DYNAMIC HT  -          78.796 (meters)     258.52  (feet)  COMP
 LX1926  MODELED GRAV-     980,282.5   (mgal)                       NAVD 88
 LX1926
 LX1926  VERT ORDER  -  FIRST     CLASS II
 LX1926
 LX1926.The horizontal coordinates were scaled from a topographic map and have
 LX1926.an estimated accuracy of +/- 6 seconds.
 LX1926
 LX1926.The orthometric height was determined by differential leveling
 LX1926.and adjusted by the National Geodetic Survey in June 1991..
 LX1926
 LX1926.The geoid height was determined by GEOID03.
 LX1926
 LX1926.The dynamic height is computed by dividing the NAVD 88
 LX1926.geopotential number by the normal gravity value computed on the
 LX1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1926.degrees latitude (g = 980.6199 gals.).
 LX1926
 LX1926.The modeled gravity was interpolated from observed gravity values.
 LX1926
 LX1926;                    North         East    Units  Estimated Accuracy
 LX1926;SPC CT       -   238,470.      245,800.      MT  (+/- 180 meters Scaled)
 LX1926
 LX1926                          SUPERSEDED SURVEY CONTROL
 LX1926
 LX1926.No superseded survey control is available for this station.
 LX1926
 LX1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM285071(NAD 83)
 LX1926_MARKER: I = METAL ROD
 LX1926_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX1926_SP_SET: STAINLESS STEEL ROD
 LX1926_STAMPING: Z 57 1984
 LX1926_MARK LOGO: NGS   
 LX1926_PROJECTION: FLUSH
 LX1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX1926_ROD/PIPE-DEPTH: 3.5  meters
 LX1926
 LX1926  HISTORY     - Date     Condition        Report By
 LX1926  HISTORY     - 1984     MONUMENTED       NGS
 LX1926
 LX1926                          STATION DESCRIPTION
 LX1926
 LX1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1926'5.6 KM (3.5 MI) NORTH FROM NEW MILFORD.
 LX1926'5.6 KM (3.5 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE JUNCTION OF U.S.
 LX1926'HIGHWAY 202 AND STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE
 LX1926'LEFT, BETWEEN A UTILITY POLE AND AN EXXON SIGN IN FRONT OF A SERVICE
 LX1926'STATION, ALSO 6.0 KM (3.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE
 LX1926'JUNCTION OF STATE HIGHWAY 55 IN GAYLORDSVILLE, 6.40 METERS (21.0 FT)
 LX1926'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.25 METERS (4.1 FT)
 LX1926'SOUTHEAST OF THE SOUTHEAST FACE OF AN EXXON SIGN, 1.13 METERS (3.7 FT)
 LX1926'NORTHWEST OF UTILITY POLE 163.
 LX1926'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1962 ***********************************************************************
 LX1962  DESIGNATION -  Z 58
 LX1962  PID         -  LX1962
 LX1962  STATE/COUNTY-  CT/LITCHFIELD
 LX1962  USGS QUAD   -  ELLSWORTH (1969)
 LX1962
 LX1962                         *CURRENT SURVEY CONTROL
 LX1962  ___________________________________________________________________
 LX1962* NAD 83(1986)-  41 49 35.     (N)    073 22 50.     (W)     SCALED    
 LX1962* NAVD 88     -       137.580  (meters)     451.38   (feet)  ADJUSTED  
 LX1962  ___________________________________________________________________
 LX1962  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 LX1962  DYNAMIC HT  -         137.533 (meters)     451.22  (feet)  COMP
 LX1962  MODELED GRAV-     980,275.9   (mgal)                       NAVD 88
 LX1962
 LX1962  VERT ORDER  -  FIRST     CLASS II
 LX1962
 LX1962.The horizontal coordinates were scaled from a topographic map and have
 LX1962.an estimated accuracy of +/- 6 seconds.
 LX1962
 LX1962.The orthometric height was determined by differential leveling
 LX1962.and adjusted by the National Geodetic Survey in June 1991..
 LX1962
 LX1962.The geoid height was determined by GEOID03.
 LX1962
 LX1962.The dynamic height is computed by dividing the NAVD 88
 LX1962.geopotential number by the normal gravity value computed on the
 LX1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1962.degrees latitude (g = 980.6199 gals.).
 LX1962
 LX1962.The modeled gravity was interpolated from observed gravity values.
 LX1962
 LX1962;                    North         East    Units  Estimated Accuracy
 LX1962;SPC CT       -   262,880.      252,420.      MT  (+/- 180 meters Scaled)
 LX1962
 LX1962                          SUPERSEDED SURVEY CONTROL
 LX1962
 LX1962.No superseded survey control is available for this station.
 LX1962
 LX1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM344317(NAD 83)
 LX1962_MARKER: DB = BENCH MARK DISK
 LX1962_SETTING: 66 = SET IN ROCK OUTCROP
 LX1962_SP_SET: ROCK OUTCROP
 LX1962_STAMPING: Z 58 1984
 LX1962_MARK LOGO: NGS   
 LX1962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1962+STABILITY: POSITION/ELEVATION WELL
 LX1962
 LX1962  HISTORY     - Date     Condition        Report By
 LX1962  HISTORY     - 1984     MONUMENTED       NGS
 LX1962  HISTORY     - 1985     GOOD             NGS
 LX1962
 LX1962                          STATION DESCRIPTION
 LX1962
 LX1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1962'1.2 KM (0.75 MI) NORTH FROM CORNWALL BRIDGE.
 LX1962'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 7 FROM THE POST OFFICE IN
 LX1962'CORNWALL BRIDGE TO THE MARK ON THE LEFT, SET VERTICALLY IN THE CENTER
 LX1962'OF A ROCK CUT, 5.49 METERS (18.0 FT) SOUTHWEST OF THE CENTERLINE OF
 LX1962'THE HIGHWAY, 12.25 METERS (40.2 FT) WEST OF AND ACROSS THE HIGHWAY OF
 LX1962'UTILITY POLE 2480.
 LX1962'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX1962
 LX1962                          STATION RECOVERY (1985)
 LX1962
 LX1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LX1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX1939 ***********************************************************************
 LX1939  DESIGNATION -  Z 59
 LX1939  PID         -  LX1939
 LX1939  STATE/COUNTY-  CT/LITCHFIELD
 LX1939  USGS QUAD   -  DOVER PLAINS (1984)
 LX1939
 LX1939                         *CURRENT SURVEY CONTROL
 LX1939  ___________________________________________________________________
 LX1939* NAD 83(1986)-  41 40 27.     (N)    073 30 21.     (W)     SCALED    
 LX1939* NAVD 88     -       110.519  (meters)     362.59   (feet)  ADJUSTED  
 LX1939  ___________________________________________________________________
 LX1939  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 LX1939  DYNAMIC HT  -         110.482 (meters)     362.47  (feet)  COMP
 LX1939  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 LX1939
 LX1939  VERT ORDER  -  FIRST     CLASS II
 LX1939
 LX1939.The horizontal coordinates were scaled from a topographic map and have
 LX1939.an estimated accuracy of +/- 6 seconds.
 LX1939
 LX1939.The orthometric height was determined by differential leveling
 LX1939.and adjusted by the National Geodetic Survey in June 1991..
 LX1939
 LX1939.The geoid height was determined by GEOID03.
 LX1939
 LX1939.The dynamic height is computed by dividing the NAVD 88
 LX1939.geopotential number by the normal gravity value computed on the
 LX1939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX1939.degrees latitude (g = 980.6199 gals.).
 LX1939
 LX1939.The modeled gravity was interpolated from observed gravity values.
 LX1939
 LX1939;                    North         East    Units  Estimated Accuracy
 LX1939;SPC CT       -   246,060.      241,860.      MT  (+/- 180 meters Scaled)
 LX1939
 LX1939                          SUPERSEDED SURVEY CONTROL
 LX1939
 LX1939.No superseded survey control is available for this station.
 LX1939
 LX1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM243146(NAD 83)
 LX1939_MARKER: DB = BENCH MARK DISK
 LX1939_SETTING: 66 = SET IN ROCK OUTCROP
 LX1939_SP_SET: ROCK OUTCROP
 LX1939_STAMPING: Z 59 1984
 LX1939_MARK LOGO: NGS   
 LX1939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX1939+STABILITY: POSITION/ELEVATION WELL
 LX1939
 LX1939  HISTORY     - Date     Condition        Report By
 LX1939  HISTORY     - 1984     MONUMENTED       NGS
 LX1939
 LX1939                          STATION DESCRIPTION
 LX1939
 LX1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX1939'0.2 KM (0.15 MI) SE FROM BULLS BRIDGE.
 LX1939'0.2 KM (0.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 7 FROM THE INTERSECTION
 LX1939'OF BULLS BRIDGE ROAD IN BULLS BRIDGE TO THE MARK ON THE RIGHT, IN TOP
 LX1939'OF EXPOSED ROCK OUTCROP, ON THE OUTSIDE OF A CHAIN LINK FENCE AROUND A
 LX1939'CEMETERY, 11.28 METERS (37.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX1939'HIGHWAY, 11.52 METERS (37.8 FT) NORTHWEST OF THE CENTER OF THE CHAIN
 LX1939'LINK GATES FOR THE ENTRANCE TO THE CEMETERY, 5.12 METERS (16.8 FT)
 LX1939'SOUTH-SOUTHWEST OF UTILITY POLE 539, 0.30 METER (1.0 FT)
 LX1939'NORTH-NORTHEAST OF A CHAIN LINK FENCE.
 LX1939'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1722 ***********************************************************************
 LW1722  DESIGNATION -  Z 62
 LW1722  PID         -  LW1722
 LW1722  STATE/COUNTY-  CT/NEW LONDON
 LW1722  USGS QUAD   -  JEWETT CITY (1984)
 LW1722
 LW1722                         *CURRENT SURVEY CONTROL
 LW1722  ___________________________________________________________________
 LW1722* NAD 83(1986)-  41 31 53.     (N)    071 58 17.     (W)     SCALED    
 LW1722* NAVD 88     -        71.937  (meters)     236.01   (feet)  ADJUSTED  
 LW1722  ___________________________________________________________________
 LW1722  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 LW1722  DYNAMIC HT  -          71.912 (meters)     235.93  (feet)  COMP
 LW1722  MODELED GRAV-     980,283.0   (mgal)                       NAVD 88
 LW1722
 LW1722  VERT ORDER  -  FIRST     CLASS II
 LW1722
 LW1722.The horizontal coordinates were scaled from a topographic map and have
 LW1722.an estimated accuracy of +/- 6 seconds.
 LW1722
 LW1722.The orthometric height was determined by differential leveling
 LW1722.and adjusted by the National Geodetic Survey in June 1991..
 LW1722
 LW1722.The geoid height was determined by GEOID03.
 LW1722
 LW1722.The dynamic height is computed by dividing the NAVD 88
 LW1722.geopotential number by the normal gravity value computed on the
 LW1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1722.degrees latitude (g = 980.6199 gals.).
 LW1722
 LW1722.The modeled gravity was interpolated from observed gravity values.
 LW1722
 LW1722;                    North         East    Units  Estimated Accuracy
 LW1722;SPC CT       -   230,220.      369,780.      MT  (+/- 180 meters Scaled)
 LW1722
 LW1722                          SUPERSEDED SURVEY CONTROL
 LW1722
 LW1722.No superseded survey control is available for this station.
 LW1722
 LW1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG521020(NAD 83)
 LW1722_MARKER: DB = BENCH MARK DISK
 LW1722_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LW1722_SP_SET: FOUNDATION
 LW1722_STAMPING: Z 62 1984
 LW1722_MARK LOGO: NGS   
 LW1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW1722+STABILITY: POSITION/ELEVATION WELL
 LW1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW1722+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 LW1722
 LW1722  HISTORY     - Date     Condition        Report By
 LW1722  HISTORY     - 1984     MONUMENTED       NGS
 LW1722  HISTORY     - 19901006 GOOD             USPSQD
 LW1722  HISTORY     - 20031202 GOOD             USPSQD
 LW1722
 LW1722                          STATION DESCRIPTION
 LW1722
 LW1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LW1722'IN PRESTON CITY.
 LW1722'IN PRESTON CITY, 0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 164 FROM
 LW1722'THE JUNCTION OF STATE HIGHWAY 165, AT THE PRESTON CITY FIRE DEPARTMENT
 LW1722'IN TOP OF THE SOUTH END OF THE CONCRETE FOUNDATION OF THE SOUTH ENGINE
 LW1722'HOUSE, ONE OF TWO, 24.38 METERS (80.0 FT) EAST OF THE CENTERLINE OF
 LW1722'THE HIGHWAY, 1.04 METERS (3.4 FT) NORTH OF THE SOUTHWEST CORNER OF THE
 LW1722'BUILDING, 0.21 METER (0.7 FT) WEST OF THE WEST FACE OF THE SOUTH
 LW1722'ENGINE HOUSE DOOR.
 LW1722'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LW1722
 LW1722                          STATION RECOVERY (1990)
 LW1722
 LW1722'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LW1722'RECOVERED IN GOOD CONDITION.
 LW1722
 LW1722                          STATION RECOVERY (2003)
 LW1722
 LW1722'RECOVERY NOTE BY US POWER SQUADRON 2003 (RRP)
 LW1722'MARKER IS LOCATED AT 2ND DOOR SOUTH UNDER END OF SIGN CO. THERE HAS
 LW1722'BEEN AN ADDITION TO THIS FIRE HOUSE AND THERE ARE NOW TWO GARAGE BAYS
 LW1722'TO THE SOUTH OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2089 ***********************************************************************
 LX2089  DESIGNATION -  Z 63
 LX2089  PID         -  LX2089
 LX2089  STATE/COUNTY-  CT/TOLLAND
 LX2089  USGS QUAD   -  STAFFORD SPRINGS (1983)
 LX2089
 LX2089                         *CURRENT SURVEY CONTROL
 LX2089  ___________________________________________________________________
 LX2089* NAD 83(1986)-  41 57 42.     (N)    072 15 08.     (W)     SCALED    
 LX2089* NAVD 88     -       239.321  (meters)     785.17   (feet)  ADJUSTED  
 LX2089  ___________________________________________________________________
 LX2089  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 LX2089  DYNAMIC HT  -         239.245 (meters)     784.92  (feet)  COMP
 LX2089  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 LX2089
 LX2089  VERT ORDER  -  FIRST     CLASS II
 LX2089
 LX2089.The horizontal coordinates were scaled from a topographic map and have
 LX2089.an estimated accuracy of +/- 6 seconds.
 LX2089
 LX2089.The orthometric height was determined by differential leveling
 LX2089.and adjusted by the National Geodetic Survey in June 1991..
 LX2089
 LX2089.The geoid height was determined by GEOID03.
 LX2089
 LX2089.The dynamic height is computed by dividing the NAVD 88
 LX2089.geopotential number by the normal gravity value computed on the
 LX2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2089.degrees latitude (g = 980.6199 gals.).
 LX2089
 LX2089.The modeled gravity was interpolated from observed gravity values.
 LX2089
 LX2089;                    North         East    Units  Estimated Accuracy
 LX2089;SPC CT       -   277,830.      346,070.      MT  (+/- 180 meters Scaled)
 LX2089
 LX2089                          SUPERSEDED SURVEY CONTROL
 LX2089
 LX2089.No superseded survey control is available for this station.
 LX2089
 LX2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM277491(NAD 83)
 LX2089_MARKER: DB = BENCH MARK DISK
 LX2089_SETTING: 66 = SET IN ROCK OUTCROP
 LX2089_SP_SET: ROCK OUTCROP
 LX2089_STAMPING: Z 63 1984
 LX2089_MARK LOGO: NGS   
 LX2089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2089+STABILITY: POSITION/ELEVATION WELL
 LX2089
 LX2089  HISTORY     - Date     Condition        Report By
 LX2089  HISTORY     - 1984     MONUMENTED       NGS
 LX2089
 LX2089                          STATION DESCRIPTION
 LX2089
 LX2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2089'5.0 KM (3.1 MI) EAST FROM STAFFORD SPRINGS.
 LX2089'5.0 KM (3.1 MI) EAST ALONG STATE HIGHWAY 190 FROM THE TOWN HALL IN
 LX2089'STAFFORD SPRINGS TO THE MARK ON THE LEFT, IN TOP OF A SMALL ROCK
 LX2089'LEDGE, 9.75 METERS (32.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 LX2089'HIGHWAY, 23.29 METERS (76.4 FT) SOUTHWEST OF UTILITY POLE 1788.
 LX2089'THE MARK IS 0.75 METERS  NW FROM A WITNESS POST.
 LX2089'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2137 ***********************************************************************
 LX2137  DESIGNATION -  Z 64
 LX2137  PID         -  LX2137
 LX2137  STATE/COUNTY-  CT/NEW LONDON
 LX2137  USGS QUAD   -  WILLIMANTIC (1984)
 LX2137
 LX2137                         *CURRENT SURVEY CONTROL
 LX2137  ___________________________________________________________________
 LX2137* NAD 83(1986)-  41 39 22.     (N)    072 09 29.     (W)     SCALED    
 LX2137* NAVD 88     -        78.105  (meters)     256.25   (feet)  ADJUSTED  
 LX2137  ___________________________________________________________________
 LX2137  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 LX2137  DYNAMIC HT  -          78.077 (meters)     256.16  (feet)  COMP
 LX2137  MODELED GRAV-     980,273.1   (mgal)                       NAVD 88
 LX2137
 LX2137  VERT ORDER  -  FIRST     CLASS II
 LX2137
 LX2137.The horizontal coordinates were scaled from a topographic map and have
 LX2137.an estimated accuracy of +/- 6 seconds.
 LX2137
 LX2137.The orthometric height was determined by differential leveling
 LX2137.and adjusted by the National Geodetic Survey in June 1991..
 LX2137
 LX2137.The geoid height was determined by GEOID03.
 LX2137
 LX2137.The dynamic height is computed by dividing the NAVD 88
 LX2137.geopotential number by the normal gravity value computed on the
 LX2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2137.degrees latitude (g = 980.6199 gals.).
 LX2137
 LX2137.The modeled gravity was interpolated from observed gravity values.
 LX2137
 LX2137;                    North         East    Units  Estimated Accuracy
 LX2137;SPC CT       -   243,950.      354,110.      MT  (+/- 180 meters Scaled)
 LX2137
 LX2137                          SUPERSEDED SURVEY CONTROL
 LX2137
 LX2137.No superseded survey control is available for this station.
 LX2137
 LX2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM366154(NAD 83)
 LX2137_MARKER: DB = BENCH MARK DISK
 LX2137_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LX2137_SP_SET: ABUTMENT
 LX2137_STAMPING: Z 64 1984
 LX2137_MARK LOGO: NGS   
 LX2137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2137
 LX2137  HISTORY     - Date     Condition        Report By
 LX2137  HISTORY     - 1984     MONUMENTED       NGS
 LX2137  HISTORY     - 19901008 GOOD             USPSQD
 LX2137
 LX2137                          STATION DESCRIPTION
 LX2137
 LX2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2137'2.6 KM (1.6 MI) NORTH FROM NORTH FRANKLIN.
 LX2137'2.6 KM (1.6 MI) NORTH ALONG STATE HIGHWAY 32 FROM THE JUNCTION OF
 LX2137'STATE HIGHWAY 207 IN NORTH FRANKLIN TO THE MARK ON THE RIGHT, IN TOP
 LX2137'OF THE EAST END OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER THE
 LX2137'CENTRAL VERMONT RAILROAD, 7.46 METERS (24.5 FT) EAST OF THE CENTERLINE
 LX2137'OF THE HIGHWAY, 8.22 METERS (27.0 FT) SOUTH OF POWER POLE 220.
 LX2137'THE MARK IS 0.45 M ABOVE HIGHWAY.
 LX2137
 LX2137                          STATION RECOVERY (1990)
 LX2137
 LX2137'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2170 ***********************************************************************
 LX2170  DESIGNATION -  Z 65
 LX2170  PID         -  LX2170
 LX2170  STATE/COUNTY-  CT/HARTFORD
 LX2170  USGS QUAD   -  ROCKVILLE (1984)
 LX2170
 LX2170                         *CURRENT SURVEY CONTROL
 LX2170  ___________________________________________________________________
 LX2170* NAD 83(1986)-  41 47 10.     (N)    072 28 53.     (W)     SCALED    
 LX2170* NAVD 88     -       127.391  (meters)     417.95   (feet)  ADJUSTED  
 LX2170  ___________________________________________________________________
 LX2170  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 LX2170  DYNAMIC HT  -         127.350 (meters)     417.81  (feet)  COMP
 LX2170  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 LX2170
 LX2170  VERT ORDER  -  FIRST     CLASS II
 LX2170
 LX2170.The horizontal coordinates were scaled from a topographic map and have
 LX2170.an estimated accuracy of +/- 6 seconds.
 LX2170
 LX2170.The orthometric height was determined by differential leveling
 LX2170.and adjusted by the National Geodetic Survey in June 1991..
 LX2170
 LX2170.The geoid height was determined by GEOID03.
 LX2170
 LX2170.The dynamic height is computed by dividing the NAVD 88
 LX2170.geopotential number by the normal gravity value computed on the
 LX2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2170.degrees latitude (g = 980.6199 gals.).
 LX2170
 LX2170.The modeled gravity was interpolated from observed gravity values.
 LX2170
 LX2170;                    North         East    Units  Estimated Accuracy
 LX2170;SPC CT       -   258,250.      327,130.      MT  (+/- 180 meters Scaled)
 LX2170
 LX2170                          SUPERSEDED SURVEY CONTROL
 LX2170
 LX2170.No superseded survey control is available for this station.
 LX2170
 LX2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM092290(NAD 83)
 LX2170_MARKER: DB = BENCH MARK DISK
 LX2170_SETTING: 66 = SET IN ROCK OUTCROP
 LX2170_SP_SET: ROCK OUTCROP
 LX2170_STAMPING: Z 65 1984
 LX2170_MARK LOGO: NGS   
 LX2170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2170+STABILITY: POSITION/ELEVATION WELL
 LX2170
 LX2170  HISTORY     - Date     Condition        Report By
 LX2170  HISTORY     - 1984     MONUMENTED       NGS
 LX2170
 LX2170                          STATION DESCRIPTION
 LX2170
 LX2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2170'3.9 KM (2.45 MI) EAST FROM MANCHESTER.
 LX2170'3.9 KM (2.45 MI) EAST ALONG U.S. HIGHWAYS 6 AND 44 FROM THE POST
 LX2170'OFFICE IN MANCHESTER TO THE MARK ON THE LEFT, ACROSS THE HIGHWAY FROM
 LX2170'THE JUNCTION OF MIDDLE TURNPIKE EAST, IN A 1.2 BY 2.7 METER (4 BY 9
 LX2170'FT) ROCK OUTCROP, ON PROPERTY OF THE FAITH BAPTIST CHURCH, 8.99 METERS
 LX2170'(29.5 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANE OF THE
 LX2170'HIGHWAY, 15.76 METERS (51.7 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 LX2170'CORNER OF THE CHURCH, 4.02 METERS (13.2 FT) NORTH-NORTHWEST OF UTILITY
 LX2170'POLE 7662 WITH ONE GUY WIRE.
 LX2170'THE MARK IS 1.07 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2202 ***********************************************************************
 LX2202  DESIGNATION -  Z 66
 LX2202  PID         -  LX2202
 LX2202  STATE/COUNTY-  CT/HARTFORD
 LX2202  USGS QUAD   -  MIDDLETOWN (1992)
 LX2202
 LX2202                         *CURRENT SURVEY CONTROL
 LX2202  ___________________________________________________________________
 LX2202* NAD 83(1986)-  41 36 41.     (N)    072 43 22.     (W)     SCALED    
 LX2202* NAVD 88     -        44.074  (meters)     144.60   (feet)  ADJUSTED  
 LX2202  ___________________________________________________________________
 LX2202  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 LX2202  DYNAMIC HT  -          44.060 (meters)     144.55  (feet)  COMP
 LX2202  MODELED GRAV-     980,308.2   (mgal)                       NAVD 88
 LX2202
 LX2202  VERT ORDER  -  FIRST     CLASS II
 LX2202
 LX2202.The horizontal coordinates were scaled from a topographic map and have
 LX2202.an estimated accuracy of +/- 6 seconds.
 LX2202
 LX2202.The orthometric height was determined by differential leveling
 LX2202.and adjusted by the National Geodetic Survey in June 1991..
 LX2202
 LX2202.The geoid height was determined by GEOID03.
 LX2202
 LX2202.The dynamic height is computed by dividing the NAVD 88
 LX2202.geopotential number by the normal gravity value computed on the
 LX2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2202.degrees latitude (g = 980.6199 gals.).
 LX2202
 LX2202.The modeled gravity was interpolated from observed gravity values.
 LX2202
 LX2202;                    North         East    Units  Estimated Accuracy
 LX2202;SPC CT       -   238,810.      307,070.      MT  (+/- 180 meters Scaled)
 LX2202
 LX2202                          SUPERSEDED SURVEY CONTROL
 LX2202
 LX2202.No superseded survey control is available for this station.
 LX2202
 LX2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM897091(NAD 83)
 LX2202_MARKER: DB = BENCH MARK DISK
 LX2202_SETTING: 66 = SET IN ROCK OUTCROP
 LX2202_SP_SET: ROCK OUTCROP
 LX2202_STAMPING: Z 66 1984
 LX2202_MARK LOGO: NGS   
 LX2202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2202+STABILITY: POSITION/ELEVATION WELL
 LX2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2202+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 LX2202
 LX2202  HISTORY     - Date     Condition        Report By
 LX2202  HISTORY     - 1984     MONUMENTED       NGS
 LX2202  HISTORY     - 20011006 GOOD             USPSQD
 LX2202
 LX2202                          STATION DESCRIPTION
 LX2202
 LX2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2202'2.2 KM (1.35 MI) EAST FROM BERLIN.
 LX2202'2.2 KM (1.35 MI) EAST ALONG STATE HIGHWAY 72 FROM THE JUNCTION OF U.S.
 LX2202'HIGHWAY 5 IN BERLIN TO THE JUNCTION OF LEDGE ROAD AND THE MARK ON THE
 LX2202'RIGHT, IN THE BASE AND ABOUT CENTER OF A LARGE ROCK CUT, 47.09 METERS
 LX2202'(154.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.40 METERS
 LX2202'(21.0 FT) SOUTHEAST OF THE CENTER OF LEDGE ROAD.
 LX2202'THE MARK IS 0.85 METERS  SW FROM A WITNESS POST.
 LX2202'THE MARK IS 0.8 M ABOVE ROAD.
 LX2202
 LX2202                          STATION RECOVERY (2001)
 LX2202
 LX2202'RECOVERY NOTE BY US POWER SQUADRON 2001 (TPK)
 LX2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2195 ***********************************************************************
 LX2195  DESIGNATION -  Z 67
 LX2195  PID         -  LX2195
 LX2195  STATE/COUNTY-  CT/HARTFORD
 LX2195  USGS QUAD   -  NEW BRITAIN (1992)
 LX2195
 LX2195                         *CURRENT SURVEY CONTROL
 LX2195  ___________________________________________________________________
 LX2195* NAD 83(1986)-  41 38 12.     (N)    072 46 19.     (W)     SCALED    
 LX2195* NAVD 88     -        41.346  (meters)     135.65   (feet)  ADJUSTED  
 LX2195  ___________________________________________________________________
 LX2195  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 LX2195  DYNAMIC HT  -          41.333 (meters)     135.61  (feet)  COMP
 LX2195  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 LX2195
 LX2195  VERT ORDER  -  FIRST     CLASS II
 LX2195
 LX2195.The horizontal coordinates were scaled from a topographic map and have
 LX2195.an estimated accuracy of +/- 6 seconds.
 LX2195
 LX2195.The orthometric height was determined by differential leveling
 LX2195.and adjusted by the National Geodetic Survey in June 1991..
 LX2195
 LX2195.The geoid height was determined by GEOID03.
 LX2195
 LX2195.The dynamic height is computed by dividing the NAVD 88
 LX2195.geopotential number by the normal gravity value computed on the
 LX2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2195.degrees latitude (g = 980.6199 gals.).
 LX2195
 LX2195.The modeled gravity was interpolated from observed gravity values.
 LX2195
 LX2195;                    North         East    Units  Estimated Accuracy
 LX2195;SPC CT       -   241,620.      302,970.      MT  (+/- 180 meters Scaled)
 LX2195
 LX2195                          SUPERSEDED SURVEY CONTROL
 LX2195
 LX2195.No superseded survey control is available for this station.
 LX2195
 LX2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM855118(NAD 83)
 LX2195_MARKER: DB = BENCH MARK DISK
 LX2195_SETTING: 66 = SET IN ROCK OUTCROP
 LX2195_SP_SET: ROCK OUTCROP
 LX2195_STAMPING: Z 67 1984
 LX2195_MARK LOGO: NGS   
 LX2195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2195+STABILITY: POSITION/ELEVATION WELL
 LX2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2195+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2001
 LX2195
 LX2195  HISTORY     - Date     Condition        Report By
 LX2195  HISTORY     - 1984     MONUMENTED       NGS
 LX2195  HISTORY     - 20011006 GOOD             USPSQD
 LX2195
 LX2195                          STATION DESCRIPTION
 LX2195
 LX2195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2195'IN KENSINGTON.
 LX2195'IN KENSINGTON, 0.2 KM (0.1 MI) NORTHEAST ALONG KENSINGTON ROAD FROM
 LX2195'THE FRONT ENTRANCE TO THE POST OFFICE, THENCE 0.2 KM (0.15 MI) NORTH
 LX2195'ALONG STATE HIGHWAY 71, THENCE 0.3 KM (0.2 MI) NORTHWEST ALONG
 LX2195'FARMINGTON AVENUE TO THE MARK ON THE LEFT, 11.13 METERS (36.5 FT)
 LX2195'SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 28.65 METERS (94.0 FT)
 LX2195'NORTHWEST OF THE CENTERLINE OF GROVER HILL ROAD.
 LX2195'THE MARK IS 2.3 M ABOVE AVENUE.
 LX2195
 LX2195                          STATION RECOVERY (2001)
 LX2195
 LX2195'RECOVERY NOTE BY US POWER SQUADRON 2001 (TPK)
 LX2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2231 ***********************************************************************
 LX2231  DESIGNATION -  Z 69
 LX2231  PID         -  LX2231
 LX2231  STATE/COUNTY-  CT/MIDDLESEX
 LX2231  USGS QUAD   -  DEEP RIVER (1971)
 LX2231
 LX2231                         *CURRENT SURVEY CONTROL
 LX2231  ___________________________________________________________________
 LX2231* NAD 83(1986)-  41 28 18.     (N)    072 29 54.     (W)     SCALED    
 LX2231* NAVD 88     -         6.534  (meters)      21.44   (feet)  ADJUSTED  
 LX2231  ___________________________________________________________________
 LX2231  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 LX2231  DYNAMIC HT  -           6.532 (meters)      21.43  (feet)  COMP
 LX2231  MODELED GRAV-     980,292.5   (mgal)                       NAVD 88
 LX2231
 LX2231  VERT ORDER  -  FIRST     CLASS II
 LX2231
 LX2231.The horizontal coordinates were scaled from a topographic map and have
 LX2231.an estimated accuracy of +/- 6 seconds.
 LX2231
 LX2231.The orthometric height was determined by differential leveling
 LX2231.and adjusted by the National Geodetic Survey in June 1991..
 LX2231
 LX2231.The geoid height was determined by GEOID03.
 LX2231
 LX2231.The dynamic height is computed by dividing the NAVD 88
 LX2231.geopotential number by the normal gravity value computed on the
 LX2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2231.degrees latitude (g = 980.6199 gals.).
 LX2231
 LX2231.The modeled gravity was interpolated from observed gravity values.
 LX2231
 LX2231;                    North         East    Units  Estimated Accuracy
 LX2231;SPC CT       -   223,320.      325,820.      MT  (+/- 180 meters Scaled)
 LX2231
 LX2231                          SUPERSEDED SURVEY CONTROL
 LX2231
 LX2231.No superseded survey control is available for this station.
 LX2231
 LX2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL088941(NAD 83)
 LX2231_MARKER: DB = BENCH MARK DISK
 LX2231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2231_SP_SET: WINGWALL
 LX2231_STAMPING: Z 69 1984
 LX2231_MARK LOGO: NGS   
 LX2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2231+STABILITY: SURFACE MOTION
 LX2231
 LX2231  HISTORY     - Date     Condition        Report By
 LX2231  HISTORY     - 1984     MONUMENTED       NGS
 LX2231  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 LX2231  HISTORY     - 19900317 MARK NOT FOUND   USPSQD
 LX2231
 LX2231                          STATION DESCRIPTION
 LX2231
 LX2231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LX2231'0.2 KM (0.15 MI) SOUTH FROM HADDAM.
 LX2231'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 9A FROM THE POST OFFICE IN
 LX2231'HADDAM TO THE MARK ON THE RIGHT, IN THE SOUTHWEST WINGWALL OF A BRIDGE
 LX2231'OVER MILL CREEK, 6.4 METERS (21.0 FT) SOUTH OF THE CENTERLINE OF THE
 LX2231'HIGHWAY.
 LX2231'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2231
 LX2231                          STATION RECOVERY (1989)
 LX2231
 LX2231'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX2231'MARK NOT FOUND.
 LX2231
 LX2231                          STATION RECOVERY (1990)
 LX2231
 LX2231'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX2231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0607 ***********************************************************************
 LX0607  DESIGNATION -  Z 7
 LX0607  PID         -  LX0607
 LX0607  STATE/COUNTY-  CT/LITCHFIELD
 LX0607  USGS QUAD   -  LITCHFIELD (1984)
 LX0607
 LX0607                         *CURRENT SURVEY CONTROL
 LX0607  ___________________________________________________________________
 LX0607* NAD 83(1986)-  41 40 06.     (N)    073 08 14.     (W)     SCALED    
 LX0607* NAVD 88     -       174.992  (meters)     574.12   (feet)  POSTED    
 LX0607  ___________________________________________________________________
 LX0607  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 LX0607  DYNAMIC HT  -         174.940 (meters)     573.95  (feet)  COMP
 LX0607  MODELED GRAV-     980,294.4   (mgal)                       NAVD 88
 LX0607
 LX0607  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LX0607
 LX0607.The horizontal coordinates were scaled from a topographic map and have
 LX0607.an estimated accuracy of +/- 6 seconds.
 LX0607
 LX0607.The orthometric height was determined by differential leveling
 LX0607.and adjusted by the National Geodetic Survey in 1992..
 LX0607.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LX0607.rate of 0.0 thru 1.0 mm/km.
 LX0607
 LX0607.The geoid height was determined by GEOID03.
 LX0607
 LX0607.The dynamic height is computed by dividing the NAVD 88
 LX0607.geopotential number by the normal gravity value computed on the
 LX0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0607.degrees latitude (g = 980.6199 gals.).
 LX0607
 LX0607.The modeled gravity was interpolated from observed gravity values.
 LX0607
 LX0607;                    North         East    Units  Estimated Accuracy
 LX0607;SPC CT       -   245,210.      272,550.      MT  (+/- 180 meters Scaled)
 LX0607
 LX0607                          SUPERSEDED SURVEY CONTROL
 LX0607
 LX0607.No superseded survey control is available for this station.
 LX0607
 LX0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM550146(NAD 83)
 LX0607_MARKER: DB = BENCH MARK DISK
 LX0607_SETTING: 66 = SET IN ROCK OUTCROP
 LX0607_SP_SET: GRANITE LEDGE
 LX0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0607+STABILITY: POSITION/ELEVATION WELL
 LX0607
 LX0607  HISTORY     - Date     Condition        Report By
 LX0607  HISTORY     - UNK      MONUMENTED       CGS
 LX0607  HISTORY     - 1923     GOOD             NGS
 LX0607  HISTORY     - 1934     GOOD             LOCSUR
 LX0607  HISTORY     - 1983     GOOD             LOCENG
 LX0607
 LX0607                          STATION DESCRIPTION
 LX0607
 LX0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1923
 LX0607'4.8 MI W FROM THOMASTON.
 LX0607'ABOUT 4.8 MILES WEST OF THOMASTON, LITCHFIELD COUNTY, ON THE
 LX0607'THOMASTON-MORRIS ROAD, OPPOSITE THE E. END OF ROAD LEADING OVER
 LX0607'BRIDGE ACROSS THE CENTER OF THE LOWER WATERBURY RESERVOIR, 5 FT.
 LX0607'EAST OF THE ROAD, IN A GRANITE LEDGE.  A STANDARD DISK.  NOTE-- ALSO
 LX0607'ON CONN. RTE. 109, 11 FT. S. OF SNET POLE 228, 1 FT. HIGHER THAN
 LX0607'CENTER OF DIRT ROAD, 26 1/2 FT. N. OF THE N.E. CORNER OF THE HEADWALL
 LX0607'ABOVE A SMALL CULVERT UNDER ROAD.
 LX0607
 LX0607                          STATION RECOVERY (1934)
 LX0607
 LX0607'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1934
 LX0607'RECOVERED IN GOOD CONDITION.
 LX0607
 LX0607                          STATION RECOVERY (1983)
 LX0607
 LX0607'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LX0607'ABOUT 4.8 MILES WEST OF THOMASTON, LITCHFIELD COUNTY, ON THE
 LX0607'THOMASTON-MORRIS ROAD, OPPOSITE THE EAST END OF THE BRIDGE ACROSS THE
 LX0607'CENTER OF THE LOWER WATERBURG RESERVOIR , 5 FEET EAST OF THE ROAD, IN
 LX0607'A GRANITE LEDGE. A STANDARD DISK. (175.255 METERS OR 574.982 FEET.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2309 ***********************************************************************
 LX2309  DESIGNATION -  Z 71
 LX2309  PID         -  LX2309
 LX2309  STATE/COUNTY-  CT/FAIRFIELD
 LX2309  USGS QUAD   -  BETHEL (1984)
 LX2309
 LX2309                         *CURRENT SURVEY CONTROL
 LX2309  ___________________________________________________________________
 LX2309* NAD 83(1986)-  41 17 49.     (N)    073 23 19.     (W)     SCALED    
 LX2309* NAVD 88     -       128.152  (meters)     420.45   (feet)  ADJUSTED  
 LX2309  ___________________________________________________________________
 LX2309  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 LX2309  DYNAMIC HT  -         128.109 (meters)     420.30  (feet)  COMP
 LX2309  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 LX2309
 LX2309  VERT ORDER  -  FIRST     CLASS II
 LX2309
 LX2309.The horizontal coordinates were scaled from a topographic map and have
 LX2309.an estimated accuracy of +/- 6 seconds.
 LX2309
 LX2309.The orthometric height was determined by differential leveling
 LX2309.and adjusted by the National Geodetic Survey in June 1991..
 LX2309
 LX2309.The geoid height was determined by GEOID03.
 LX2309
 LX2309.The dynamic height is computed by dividing the NAVD 88
 LX2309.geopotential number by the normal gravity value computed on the
 LX2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2309.degrees latitude (g = 980.6199 gals.).
 LX2309
 LX2309.The modeled gravity was interpolated from observed gravity values.
 LX2309
 LX2309;                    North         East    Units  Estimated Accuracy
 LX2309;SPC CT       -   204,090.      251,310.      MT  (+/- 180 meters Scaled)
 LX2309
 LX2309                          SUPERSEDED SURVEY CONTROL
 LX2309
 LX2309.No superseded survey control is available for this station.
 LX2309
 LX2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL349729(NAD 83)
 LX2309_MARKER: DB = BENCH MARK DISK
 LX2309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LX2309_SP_SET: HEADWALL OF CULVERT
 LX2309_STAMPING: Z 71 1985
 LX2309_MARK LOGO: NGS   
 LX2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2309+STABILITY: SURFACE MOTION
 LX2309
 LX2309  HISTORY     - Date     Condition        Report By
 LX2309  HISTORY     - 1985     MONUMENTED       NGS
 LX2309  HISTORY     - 19930415 GOOD             USPSQD
 LX2309
 LX2309                          STATION DESCRIPTION
 LX2309
 LX2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2309'6.8 KM (4.2 MI) NORTH FROM GEORGETOWN.
 LX2309'6.8 KM (4.2 MI) NORTH ALONG STATE HIGHWAY 107 FROM THE JUNCTION OF
 LX2309'U.S. HIGHWAY 7 IN GEORGETOWN TO THE MARK ON THE RIGHT, ALSO 3.0 KM
 LX2309'(1.95 MI) SOUTHWEST ALONG CROSS HIGHWAY FROM THE JUNCTION OF STATE
 LX2309'HIGHWAY 58 IN REDDING RIDGE, THENCE 1.0 KM (0.6 MI) SOUTHWEST ALONG
 LX2309'HIGHWAY 107, 7.1 METERS (23.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LX2309'HIGHWAY.
 LX2309'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LX2309'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LX2309
 LX2309                          STATION RECOVERY (1993)
 LX2309
 LX2309'RECOVERY NOTE BY US POWER SQUADRON 1993 (UNK)
 LX2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2333 ***********************************************************************
 LX2333  DESIGNATION -  Z 72
 LX2333  PID         -  LX2333
 LX2333  STATE/COUNTY-  CT/FAIRFIELD
 LX2333  USGS QUAD   -  LONG HILL (1984)
 LX2333
 LX2333                         *CURRENT SURVEY CONTROL
 LX2333  ___________________________________________________________________
 LX2333* NAD 83(1986)-  41 16 08.     (N)    073 13 30.     (W)     SCALED    
 LX2333* NAVD 88     -       127.311  (meters)     417.69   (feet)  ADJUSTED  
 LX2333  ___________________________________________________________________
 LX2333  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2333  DYNAMIC HT  -         127.268 (meters)     417.55  (feet)  COMP
 LX2333  MODELED GRAV-     980,281.3   (mgal)                       NAVD 88
 LX2333
 LX2333  VERT ORDER  -  FIRST     CLASS II
 LX2333
 LX2333.The horizontal coordinates were scaled from a topographic map and have
 LX2333.an estimated accuracy of +/- 6 seconds.
 LX2333
 LX2333.The orthometric height was determined by differential leveling
 LX2333.and adjusted by the National Geodetic Survey in June 1991..
 LX2333
 LX2333.The geoid height was determined by GEOID03.
 LX2333
 LX2333.The dynamic height is computed by dividing the NAVD 88
 LX2333.geopotential number by the normal gravity value computed on the
 LX2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2333.degrees latitude (g = 980.6199 gals.).
 LX2333
 LX2333.The modeled gravity was interpolated from observed gravity values.
 LX2333
 LX2333;                    North         East    Units  Estimated Accuracy
 LX2333;SPC CT       -   200,880.      265,000.      MT  (+/- 180 meters Scaled)
 LX2333
 LX2333                          SUPERSEDED SURVEY CONTROL
 LX2333
 LX2333.No superseded survey control is available for this station.
 LX2333
 LX2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL486701(NAD 83)
 LX2333_MARKER: I = METAL ROD
 LX2333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2333_SP_SET: STAINLESS STEEL ROD
 LX2333_STAMPING: Z 72 1985
 LX2333_MARK LOGO: NGS   
 LX2333_PROJECTION: FLUSH
 LX2333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2333_ROD/PIPE-DEPTH: 3.1  meters
 LX2333
 LX2333  HISTORY     - Date     Condition        Report By
 LX2333  HISTORY     - 1985     MONUMENTED       NGS
 LX2333
 LX2333                          STATION DESCRIPTION
 LX2333
 LX2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2333'1.4 KM (0.85 MI) NW FROM TRUMBULL.
 LX2333'1.4 KM (0.85 MI) NORTHWEST ALONG STATE HIGHWAY 111 FROM THE JUNCTION
 LX2333'OF STATE HIGHWAY 127 IN TRUMBULL TO THE MARK ON THE RIGHT, AT THE
 LX2333'JUNCTION OF RIDGEVIEW AVENUE, IN FRONT OF THE LONG HILL ELEMENTARY
 LX2333'SCHOOL, 16.88 METERS (55.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LX2333'7.77 METERS (25.5 FT) SOUTH OF THE CENTER OF THE WALKWAY LEADING TO
 LX2333'THE MAIN ENTRANCE TO THE SCHOOL, 0.91 METER (3.0 FT) NORTH OF A FLAG
 LX2333'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2333'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2600 ***********************************************************************
 LX2600  DESIGNATION -  Z 73
 LX2600  PID         -  LX2600
 LX2600  STATE/COUNTY-  CT/LITCHFIELD
 LX2600  USGS QUAD   -  NEW MILFORD (1984)
 LX2600
 LX2600                         *CURRENT SURVEY CONTROL
 LX2600  ___________________________________________________________________
 LX2600* NAD 83(1986)-  41 37 17.     (N)    073 23 47.     (W)     SCALED    
 LX2600* NAVD 88     -       126.080  (meters)     413.65   (feet)  ADJUSTED  
 LX2600  ___________________________________________________________________
 LX2600  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 LX2600  DYNAMIC HT  -         126.038 (meters)     413.51  (feet)  COMP
 LX2600  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LX2600
 LX2600  VERT ORDER  -  FIRST     CLASS II
 LX2600
 LX2600.The horizontal coordinates were scaled from a topographic map and have
 LX2600.an estimated accuracy of +/- 6 seconds.
 LX2600
 LX2600.The orthometric height was determined by differential leveling
 LX2600.and adjusted by the National Geodetic Survey in June 1991..
 LX2600
 LX2600.The geoid height was determined by GEOID03.
 LX2600
 LX2600.The dynamic height is computed by dividing the NAVD 88
 LX2600.geopotential number by the normal gravity value computed on the
 LX2600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2600.degrees latitude (g = 980.6199 gals.).
 LX2600
 LX2600.The modeled gravity was interpolated from observed gravity values.
 LX2600
 LX2600;                    North         East    Units  Estimated Accuracy
 LX2600;SPC CT       -   240,120.      250,930.      MT  (+/- 180 meters Scaled)
 LX2600
 LX2600                          SUPERSEDED SURVEY CONTROL
 LX2600
 LX2600.No superseded survey control is available for this station.
 LX2600
 LX2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM335089(NAD 83)
 LX2600_MARKER: I = METAL ROD
 LX2600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2600_SP_SET: STAINLESS STEEL ROD
 LX2600_STAMPING: Z 73 1985
 LX2600_MARK LOGO: NGS   
 LX2600_PROJECTION: FLUSH
 LX2600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2600_ROD/PIPE-DEPTH: 4.1  meters
 LX2600
 LX2600  HISTORY     - Date     Condition        Report By
 LX2600  HISTORY     - 1985     MONUMENTED       NGS
 LX2600
 LX2600                          STATION DESCRIPTION
 LX2600
 LX2600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2600'5.1 KM (3.2 MI) NORTH FROM NEW MILFORD.
 LX2600'5.1 KM (3.2 MI) NORTH ALONG U.S. HIGHWAY 202 FROM THE JUNCTION OF
 LX2600'STATE HIGHWAY 67 IN NEW MILFORD TO THE MARK ON THE RIGHT, 10.6 METERS
 LX2600'(35.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16.1 METERS
 LX2600'(53.0 FT) NORTH OF POWER POLE NUMBER 138.  NOTE--ACCESS TO DATUM POINT
 LX2600'IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2600'THE MARK IS 0.82 METERS  ENE FROM  A WITNESS POST
 LX2600'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2385 ***********************************************************************
 LX2385  DESIGNATION -  Z 74
 LX2385  PID         -  LX2385
 LX2385  STATE/COUNTY-  CT/NEW HAVEN
 LX2385  USGS QUAD   -  SOUTHBURY (1984)
 LX2385
 LX2385                         *CURRENT SURVEY CONTROL
 LX2385  ___________________________________________________________________
 LX2385* NAD 83(1986)-  41 27 06.     (N)    073 14 46.     (W)     SCALED    
 LX2385* NAVD 88     -        63.602  (meters)     208.67   (feet)  ADJUSTED  
 LX2385  ___________________________________________________________________
 LX2385  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 LX2385  DYNAMIC HT  -          63.582 (meters)     208.60  (feet)  COMP
 LX2385  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 LX2385
 LX2385  VERT ORDER  -  FIRST     CLASS II
 LX2385
 LX2385.The horizontal coordinates were scaled from a topographic map and have
 LX2385.an estimated accuracy of +/- 6 seconds.
 LX2385
 LX2385.The orthometric height was determined by differential leveling
 LX2385.and adjusted by the National Geodetic Survey in June 1991..
 LX2385
 LX2385.The geoid height was determined by GEOID03.
 LX2385
 LX2385.The dynamic height is computed by dividing the NAVD 88
 LX2385.geopotential number by the normal gravity value computed on the
 LX2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2385.degrees latitude (g = 980.6199 gals.).
 LX2385
 LX2385.The modeled gravity was interpolated from observed gravity values.
 LX2385
 LX2385;                    North         East    Units  Estimated Accuracy
 LX2385;SPC CT       -   221,190.      263,350.      MT  (+/- 180 meters Scaled)
 LX2385
 LX2385                          SUPERSEDED SURVEY CONTROL
 LX2385
 LX2385.No superseded survey control is available for this station.
 LX2385
 LX2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL464903(NAD 83)
 LX2385_MARKER: I = METAL ROD
 LX2385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2385_SP_SET: STAINLESS STEEL ROD
 LX2385_STAMPING: Z 74 1985
 LX2385_MARK LOGO: NGS   
 LX2385_PROJECTION: FLUSH
 LX2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2385_ROD/PIPE-DEPTH: 11.9 meters
 LX2385
 LX2385  HISTORY     - Date     Condition        Report By
 LX2385  HISTORY     - 1985     MONUMENTED       NGS
 LX2385
 LX2385                          STATION DESCRIPTION
 LX2385
 LX2385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2385'8.0 KM (5.0 MI) SW FROM SOUTHBURY.
 LX2385'8.0 KM (5.0 MI) SOUTHWEST ALONG INTERSTATE 84 FROM THE BUCKS HILL ROAD
 LX2385'OVERPASS IN SOUTHBURY TO THE MARK ON THE LEFT, 0.2 KM (0.15 MI)
 LX2385'NORTHEAST ALONG INTERSTATE 84 FROM THE ICHABUT ROAD OVERPASS, AT
 LX2385'MOTORIST AID CALL BOX 201, 2.32 METERS (7.6 FT) SOUTH-SOUTHEAST OF THE
 LX2385'SOUTHEAST EDGE OF THE HIGHWAY, 1.10 METERS (3.6 FT) SOUTHWEST OF AN
 LX2385'ALUMINUM POLE WITH THE CALL BOX. NOTE--ACCESS TO DATUM POINT IS HAD
 LX2385'THROUGH A 5-INCH LOGO CAP.
 LX2385'THE MARK IS 0.42 METERS  NNW FROM  A WITNESS POST
 LX2385'THE MARK IS 0.18 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2672 ***********************************************************************
 LX2672  DESIGNATION -  Z 75
 LX2672  PID         -  LX2672
 LX2672  STATE/COUNTY-  CT/LITCHFIELD
 LX2672  USGS QUAD   -  CORNWALL (1984)
 LX2672
 LX2672                         *CURRENT SURVEY CONTROL
 LX2672  ___________________________________________________________________
 LX2672* NAD 83(1986)-  41 49 41.     (N)    073 15 00.     (W)     SCALED    
 LX2672* NAVD 88     -       391.001  (meters)    1282.81   (feet)  ADJUSTED  
 LX2672  ___________________________________________________________________
 LX2672  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 LX2672  DYNAMIC HT  -         390.856 (meters)    1282.33  (feet)  COMP
 LX2672  MODELED GRAV-     980,241.4   (mgal)                       NAVD 88
 LX2672
 LX2672  VERT ORDER  -  FIRST     CLASS II
 LX2672
 LX2672.The horizontal coordinates were scaled from a topographic map and have
 LX2672.an estimated accuracy of +/- 6 seconds.
 LX2672
 LX2672.The orthometric height was determined by differential leveling
 LX2672.and adjusted by the National Geodetic Survey in June 1991..
 LX2672
 LX2672.The geoid height was determined by GEOID03.
 LX2672
 LX2672.The dynamic height is computed by dividing the NAVD 88
 LX2672.geopotential number by the normal gravity value computed on the
 LX2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2672.degrees latitude (g = 980.6199 gals.).
 LX2672
 LX2672.The modeled gravity was interpolated from observed gravity values.
 LX2672
 LX2672;                    North         East    Units  Estimated Accuracy
 LX2672;SPC CT       -   263,000.      263,260.      MT  (+/- 180 meters Scaled)
 LX2672
 LX2672                          SUPERSEDED SURVEY CONTROL
 LX2672
 LX2672.No superseded survey control is available for this station.
 LX2672
 LX2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM453321(NAD 83)
 LX2672_MARKER: DB = BENCH MARK DISK
 LX2672_SETTING: 66 = SET IN ROCK OUTCROP
 LX2672_SP_SET: ROCK OUTCROP
 LX2672_STAMPING: Z 75 1985
 LX2672_MARK LOGO: NGS   
 LX2672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2672+STABILITY: POSITION/ELEVATION WELL
 LX2672
 LX2672  HISTORY     - Date     Condition        Report By
 LX2672  HISTORY     - 1985     MONUMENTED       NGS
 LX2672
 LX2672                          STATION DESCRIPTION
 LX2672
 LX2672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2672'2.2 KM (1.35 MI) WNW FROM GOSHEN.
 LX2672'2.2 KM (1.35 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 4 FROM THE
 LX2672'JUNCTION OF STATE HIGHWAY 63 IN GOSHEN TO THE MARK ON THE LEFT, IN TOP
 LX2672'OF A 8 X 13 FOOT ROCK OUTCROP AND NEAR THE SOUTH END OF THE OUTCROP,
 LX2672'25.35 METERS (83.2 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22.34
 LX2672'METERS (73.3 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE
 LX2672'ATTACHED TO A SINGLE STORY FRAME HOUSE, 4.3 METERS (14.1 FT) WEST OF
 LX2672'THE WEST EDGE OF THE ASPHALT ENTRANCE DRIVE OF THE HOUSE.
 LX2672'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2481 ***********************************************************************
 LX2481  DESIGNATION -  Z 77
 LX2481  PID         -  LX2481
 LX2481  STATE/COUNTY-  CT/NEW HAVEN
 LX2481  USGS QUAD   -  WATERBURY (1984)
 LX2481
 LX2481                         *CURRENT SURVEY CONTROL
 LX2481  ___________________________________________________________________
 LX2481* NAD 83(1986)-  41 36 09.     (N)    073 03 29.     (W)     SCALED    
 LX2481* NAVD 88     -        94.888  (meters)     311.31   (feet)  ADJUSTED  
 LX2481  ___________________________________________________________________
 LX2481  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 LX2481  DYNAMIC HT  -          94.857 (meters)     311.21  (feet)  COMP
 LX2481  MODELED GRAV-     980,296.7   (mgal)                       NAVD 88
 LX2481
 LX2481  VERT ORDER  -  FIRST     CLASS II
 LX2481
 LX2481.The horizontal coordinates were scaled from a topographic map and have
 LX2481.an estimated accuracy of +/- 6 seconds.
 LX2481
 LX2481.The orthometric height was determined by differential leveling
 LX2481.and adjusted by the National Geodetic Survey in June 1991..
 LX2481
 LX2481.The geoid height was determined by GEOID03.
 LX2481
 LX2481.The dynamic height is computed by dividing the NAVD 88
 LX2481.geopotential number by the normal gravity value computed on the
 LX2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2481.degrees latitude (g = 980.6199 gals.).
 LX2481
 LX2481.The modeled gravity was interpolated from observed gravity values.
 LX2481
 LX2481;                    North         East    Units  Estimated Accuracy
 LX2481;SPC CT       -   237,870.      279,120.      MT  (+/- 180 meters Scaled)
 LX2481
 LX2481                          SUPERSEDED SURVEY CONTROL
 LX2481
 LX2481.No superseded survey control is available for this station.
 LX2481
 LX2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM618074(NAD 83)
 LX2481_MARKER: DB = BENCH MARK DISK
 LX2481_SETTING: 66 = SET IN ROCK OUTCROP
 LX2481_SP_SET: ROCK OUTCROP
 LX2481_STAMPING: Z 77 1985
 LX2481_MARK LOGO: NGS   
 LX2481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2481+STABILITY: POSITION/ELEVATION WELL
 LX2481
 LX2481  HISTORY     - Date     Condition        Report By
 LX2481  HISTORY     - 1985     MONUMENTED       NGS
 LX2481
 LX2481                          STATION DESCRIPTION
 LX2481
 LX2481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2481'2.3 KM (1.4 MI) NORTH FROM WATERVILLE.
 LX2481'2.3 KM (1.4 MI) NORTH ALONG THOMASTON AVENUE FROM THE JUNCTION OF
 LX2481'HOMER STREET IN WATERVILLE TO THE MARK ON THE RIGHT, AT THE BASE OF A
 LX2481'VERY TALL ROCK OUTCROP, 12.50 METERS (41.0 FT) EAST OF THE CENTERLINE
 LX2481'OF THE AVENUE, 7.41 METERS (24.3 FT) NORTHEAST OF THE NORTH END OF A
 LX2481'CABLE GUARD RAIL, 1.58 METERS (5.2 FT) EAST OF THE WEST EDGE OF THE
 LX2481'ROCK.
 LX2481'THE MARK IS 0.3 M ABOVE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2875 ***********************************************************************
 LX2875  DESIGNATION -  Z 78
 LX2875  PID         -  LX2875
 LX2875  STATE/COUNTY-  CT/MIDDLESEX
 LX2875  USGS QUAD   -  DURHAM (1984)
 LX2875
 LX2875                         *CURRENT SURVEY CONTROL
 LX2875  ___________________________________________________________________
 LX2875* NAD 83(1986)-  41 25 33.     (N)    072 44 09.     (W)     SCALED    
 LX2875* NAVD 88     -       104.267  (meters)     342.08   (feet)  ADJUSTED  
 LX2875  ___________________________________________________________________
 LX2875  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 LX2875  DYNAMIC HT  -         104.233 (meters)     341.97  (feet)  COMP
 LX2875  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LX2875
 LX2875  VERT ORDER  -  FIRST     CLASS II
 LX2875
 LX2875.The horizontal coordinates were scaled from a topographic map and have
 LX2875.an estimated accuracy of +/- 6 seconds.
 LX2875
 LX2875.The orthometric height was determined by differential leveling
 LX2875.and adjusted by the National Geodetic Survey in June 1991..
 LX2875
 LX2875.The geoid height was determined by GEOID03.
 LX2875
 LX2875.The dynamic height is computed by dividing the NAVD 88
 LX2875.geopotential number by the normal gravity value computed on the
 LX2875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2875.degrees latitude (g = 980.6199 gals.).
 LX2875
 LX2875.The modeled gravity was interpolated from observed gravity values.
 LX2875
 LX2875;                    North         East    Units  Estimated Accuracy
 LX2875;SPC CT       -   218,200.      305,990.      MT  (+/- 180 meters Scaled)
 LX2875
 LX2875                          SUPERSEDED SURVEY CONTROL
 LX2875
 LX2875.No superseded survey control is available for this station.
 LX2875
 LX2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL891885(NAD 83)
 LX2875_MARKER: I = METAL ROD
 LX2875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2875_SP_SET: STAINLESS STEEL ROD
 LX2875_STAMPING: Z 78 1985
 LX2875_MARK LOGO: NGS   
 LX2875_PROJECTION: FLUSH
 LX2875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2875_ROD/PIPE-DEPTH: 5.2  meters
 LX2875
 LX2875  HISTORY     - Date     Condition        Report By
 LX2875  HISTORY     - 1985     MONUMENTED       NGS
 LX2875
 LX2875                          STATION DESCRIPTION
 LX2875
 LX2875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2875'8.3 KM (5.15 MI) SW FROM DURHAM.
 LX2875'8.3 KM (5.15 MI) SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE JUNCTION OF
 LX2875'STATE HIGHWAY 68 IN DURHAM TO THE MARK ON THE LEFT, 10.06 METERS (33.0
 LX2875'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 6.71 METERS (22.0 FT)
 LX2875'NORTHEAST OF THE CENTER OF BARBARA LANE, 5.55 METERS (18.2 FT) NORTH
 LX2875'OF THE NORTH CORNER OF A METAL CATCH BASIN.  NOTE--ACCESS TO DATUM
 LX2875'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2875'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 LX2875'THE MARK IS 0.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2566 ***********************************************************************
 LX2566  DESIGNATION -  Z 79
 LX2566  PID         -  LX2566
 LX2566  STATE/COUNTY-  CT/LITCHFIELD
 LX2566  USGS QUAD   -  ROXBURY (1984)
 LX2566
 LX2566                         *CURRENT SURVEY CONTROL
 LX2566  ___________________________________________________________________
 LX2566* NAD 83(1986)-  41 37 12.     (N)    073 17 46.     (W)     SCALED    
 LX2566* NAVD 88     -       246.826  (meters)     809.79   (feet)  ADJUSTED  
 LX2566  ___________________________________________________________________
 LX2566  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 LX2566  DYNAMIC HT  -         246.741 (meters)     809.52  (feet)  COMP
 LX2566  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 LX2566
 LX2566  VERT ORDER  -  FIRST     CLASS II
 LX2566
 LX2566.The horizontal coordinates were scaled from a topographic map and have
 LX2566.an estimated accuracy of +/- 6 seconds.
 LX2566
 LX2566.The orthometric height was determined by differential leveling
 LX2566.and adjusted by the National Geodetic Survey in June 1991..
 LX2566
 LX2566.The geoid height was determined by GEOID03.
 LX2566
 LX2566.The dynamic height is computed by dividing the NAVD 88
 LX2566.geopotential number by the normal gravity value computed on the
 LX2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2566.degrees latitude (g = 980.6199 gals.).
 LX2566
 LX2566.The modeled gravity was interpolated from observed gravity values.
 LX2566
 LX2566;                    North         East    Units  Estimated Accuracy
 LX2566;SPC CT       -   239,910.      259,290.      MT  (+/- 180 meters Scaled)
 LX2566
 LX2566                          SUPERSEDED SURVEY CONTROL
 LX2566
 LX2566.No superseded survey control is available for this station.
 LX2566
 LX2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM419089(NAD 83)
 LX2566_MARKER: I = METAL ROD
 LX2566_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2566_SP_SET: STAINLESS STEEL ROD
 LX2566_STAMPING: Z 79 1985
 LX2566_MARK LOGO: NGS   
 LX2566_PROJECTION: FLUSH
 LX2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2566_ROD/PIPE-DEPTH: 12.1 meters
 LX2566
 LX2566  HISTORY     - Date     Condition        Report By
 LX2566  HISTORY     - 1985     MONUMENTED       NGS
 LX2566
 LX2566                          STATION DESCRIPTION
 LX2566
 LX2566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2566'3.1 KM (1.95 MI) SOUTH FROM WASHINGTON DEPOT.
 LX2566'3.1 KM (1.95 MI) SOUTH ALONG STATE HIGHWAY 47 FROM THE TOWN HALL IN
 LX2566'WASHINGTON DEPOT TO THE MARK ON THE RIGHT, 8.5 METERS (28.0 FT)
 LX2566'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.36 METER (1.2 FT)
 LX2566'WEST-SOUTHWEST OF POWER POLE 297.  NOTE--ACCESS TO DATUM POINT IS HAD
 LX2566'THROUGH A 5-INCH LOGO CAP.
 LX2566'THE MARK IS 0.91 METERS  NNW FROM  A WITNESS POST
 LX2566'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX0497 ***********************************************************************
 LX0497  DESIGNATION -  Z 8
 LX0497  PID         -  LX0497
 LX0497  STATE/COUNTY-  CT/HARTFORD
 LX0497  USGS QUAD   -  MANCHESTER (1992)
 LX0497
 LX0497                         *CURRENT SURVEY CONTROL
 LX0497  ___________________________________________________________________
 LX0497* NAD 83(1986)-  41 47 33.     (N)    072 31 31.     (W)     SCALED    
 LX0497* NAVD 88     -        53.914  (meters)     176.88   (feet)  ADJUSTED  
 LX0497  ___________________________________________________________________
 LX0497  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 LX0497  DYNAMIC HT  -          53.897 (meters)     176.83  (feet)  COMP
 LX0497  MODELED GRAV-     980,302.9   (mgal)                       NAVD 88
 LX0497
 LX0497  VERT ORDER  -  FIRST     CLASS II
 LX0497
 LX0497.The horizontal coordinates were scaled from a topographic map and have
 LX0497.an estimated accuracy of +/- 6 seconds.
 LX0497
 LX0497.The orthometric height was determined by differential leveling
 LX0497.and adjusted by the National Geodetic Survey in June 1991..
 LX0497
 LX0497.The geoid height was determined by GEOID03.
 LX0497
 LX0497.The dynamic height is computed by dividing the NAVD 88
 LX0497.geopotential number by the normal gravity value computed on the
 LX0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX0497.degrees latitude (g = 980.6199 gals.).
 LX0497
 LX0497.The modeled gravity was interpolated from observed gravity values.
 LX0497
 LX0497;                    North         East    Units  Estimated Accuracy
 LX0497;SPC CT       -   258,950.      323,480.      MT  (+/- 180 meters Scaled)
 LX0497
 LX0497                          SUPERSEDED SURVEY CONTROL
 LX0497
 LX0497  NGVD 29 (??/??/92)   54.162  (m)          177.70   (f) ADJ UNCH    1 2
 LX0497
 LX0497.Superseded values are not recommended for survey control.
 LX0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX0497.See file dsdata.txt to determine how the superseded data were derived.
 LX0497
 LX0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM056296(NAD 83)
 LX0497_MARKER: DB = BENCH MARK DISK
 LX0497_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LX0497_SP_SET: BUILDING FOUNDATION
 LX0497_STAMPING: Z 8 1923 177.696
 LX0497_MARK LOGO: CGS   
 LX0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX0497+STABILITY: POSITION/ELEVATION WELL
 LX0497
 LX0497  HISTORY     - Date     Condition        Report By
 LX0497  HISTORY     - 1923     MONUMENTED       CGS
 LX0497  HISTORY     - 1951     GOOD             NGS
 LX0497  HISTORY     - 1952     POOR             NGS
 LX0497  HISTORY     - 1971     GOOD             CTGS
 LX0497  HISTORY     - 1984     GOOD             USPSQD
 LX0497  HISTORY     - 1984     GOOD             NGS
 LX0497  HISTORY     - 1986     GOOD             NGS
 LX0497  HISTORY     - 1988     GOOD             USPSQD
 LX0497
 LX0497                          STATION DESCRIPTION
 LX0497
 LX0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LX0497'AT MANCHESTER.
 LX0497'AT MANCHESTER, HARTFORD COUNTY, ONE BLOCK SOUTH OF THE NEW YORK,
 LX0497'NEW HAVEN AND HARTFORD RAILROAD STATION, AT THE SOUTHWEST
 LX0497'CORNER OF THE INTERSECTION OF MAIN AND HILLIARD STREETS, IN THE
 LX0497'WEST WALL OF THE FIRE STATION, 3.2 FEET SOUTH OF THE NORTHWEST
 LX0497'CORNER OF THE BUILDING, IN THE CONCRETE FOUNDATION, AND 0.8
 LX0497'FOOT BELOW THE BOTTOM OF THE BRICK WORK.  A STANDARD DISK,
 LX0497'STAMPED 177.696 Z 8 1923 AND SET VERTICALLY.
 LX0497
 LX0497                          STATION RECOVERY (1952)
 LX0497
 LX0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LX0497'MARK RECOVERED IN POOR CONDITION.
 LX0497
 LX0497                          STATION RECOVERY (1971)
 LX0497
 LX0497'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1971
 LX0497'RECOVERED IN GOOD CONDITION.
 LX0497
 LX0497                          STATION RECOVERY (1984)
 LX0497
 LX0497'RECOVERY NOTE BY US POWER SQUADRON 1984
 LX0497'RECOVERED IN GOOD CONDITION.
 LX0497
 LX0497                          STATION RECOVERY (1984)
 LX0497
 LX0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LX0497'RECOVERED IN GOOD CONDITION.
 LX0497
 LX0497                          STATION RECOVERY (1986)
 LX0497
 LX0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LX0497'RECOVERED IN GOOD CONDITION.
 LX0497
 LX0497                          STATION RECOVERY (1988)
 LX0497
 LX0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH)
 LX0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2533 ***********************************************************************
 LX2533  DESIGNATION -  Z 80
 LX2533  PID         -  LX2533
 LX2533  STATE/COUNTY-  CT/LITCHFIELD
 LX2533  USGS QUAD   -  CORNWALL (1984)
 LX2533
 LX2533                         *CURRENT SURVEY CONTROL
 LX2533  ___________________________________________________________________
 LX2533* NAD 83(1986)-  41 47 56.     (N)    073 22 25.     (W)     SCALED    
 LX2533* NAVD 88     -       252.688  (meters)     829.03   (feet)  ADJUSTED  
 LX2533  ___________________________________________________________________
 LX2533  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 LX2533  DYNAMIC HT  -         252.602 (meters)     828.75  (feet)  COMP
 LX2533  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 LX2533
 LX2533  VERT ORDER  -  FIRST     CLASS II
 LX2533
 LX2533.The horizontal coordinates were scaled from a topographic map and have
 LX2533.an estimated accuracy of +/- 6 seconds.
 LX2533
 LX2533.The orthometric height was determined by differential leveling
 LX2533.and adjusted by the National Geodetic Survey in June 1991..
 LX2533
 LX2533.The geoid height was determined by GEOID03.
 LX2533
 LX2533.The dynamic height is computed by dividing the NAVD 88
 LX2533.geopotential number by the normal gravity value computed on the
 LX2533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2533.degrees latitude (g = 980.6199 gals.).
 LX2533
 LX2533.The modeled gravity was interpolated from observed gravity values.
 LX2533
 LX2533;                    North         East    Units  Estimated Accuracy
 LX2533;SPC CT       -   259,820.      252,970.      MT  (+/- 180 meters Scaled)
 LX2533
 LX2533                          SUPERSEDED SURVEY CONTROL
 LX2533
 LX2533.No superseded survey control is available for this station.
 LX2533
 LX2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM351287(NAD 83)
 LX2533_MARKER: DB = BENCH MARK DISK
 LX2533_SETTING: 66 = SET IN ROCK OUTCROP
 LX2533_SP_SET: ROCK OUTCROP
 LX2533_STAMPING: Z 80 1985
 LX2533_MARK LOGO: NGS   
 LX2533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX2533+STABILITY: POSITION/ELEVATION WELL
 LX2533
 LX2533  HISTORY     - Date     Condition        Report By
 LX2533  HISTORY     - 1985     MONUMENTED       NGS
 LX2533
 LX2533                          STATION DESCRIPTION
 LX2533
 LX2533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2533'6.7 KM (4.15 MI) NORTH FROM WARREN.
 LX2533'6.7 KM (4.15 MI) NORTH ALONG STATE HIGHWAY 45 FROM THE POST OFFICE IN
 LX2533'WARREN TO THE MARK ON THE RIGHT, 9.1 METERS (29.8 FT) NORTH OF THE
 LX2533'CENTERLINE OF THE HIGHWAY.
 LX2533'THE MARK IS 0.70 METERS  NW FROM  A WITNESS POST
 LX2533'THE MARK IS 3.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2780 ***********************************************************************
 LX2780  DESIGNATION -  Z 81
 LX2780  PID         -  LX2780
 LX2780  STATE/COUNTY-  CT/HARTFORD
 LX2780  USGS QUAD   -  NEW BRITAIN (1992)
 LX2780
 LX2780                         *CURRENT SURVEY CONTROL
 LX2780  ___________________________________________________________________
 LX2780* NAD 83(1986)-  41 42 58.     (N)    072 47 58.     (W)     SCALED    
 LX2780* NAVD 88     -       112.490  (meters)     369.06   (feet)  ADJUSTED  
 LX2780  ___________________________________________________________________
 LX2780  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX2780  DYNAMIC HT  -         112.456 (meters)     368.95  (feet)  COMP
 LX2780  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 LX2780
 LX2780  VERT ORDER  -  FIRST     CLASS II
 LX2780
 LX2780.The horizontal coordinates were scaled from a topographic map and have
 LX2780.an estimated accuracy of +/- 6 seconds.
 LX2780
 LX2780.The orthometric height was determined by differential leveling
 LX2780.and adjusted by the National Geodetic Survey in June 1991..
 LX2780
 LX2780.The geoid height was determined by GEOID03.
 LX2780
 LX2780.The dynamic height is computed by dividing the NAVD 88
 LX2780.geopotential number by the normal gravity value computed on the
 LX2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2780.degrees latitude (g = 980.6199 gals.).
 LX2780
 LX2780.The modeled gravity was interpolated from observed gravity values.
 LX2780
 LX2780;                    North         East    Units  Estimated Accuracy
 LX2780;SPC CT       -   250,440.      300,690.      MT  (+/- 180 meters Scaled)
 LX2780
 LX2780                          SUPERSEDED SURVEY CONTROL
 LX2780
 LX2780.No superseded survey control is available for this station.
 LX2780
 LX2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM830205(NAD 83)
 LX2780_MARKER: I = METAL ROD
 LX2780_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX2780+WITH SETTING: INFORMATION.
 LX2780_SP_SET: SHALLOW-SET METAL ROD
 LX2780_STAMPING: Z 81 1985
 LX2780_MARK LOGO: NGS   
 LX2780_PROJECTION: FLUSH
 LX2780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2780_ROD/PIPE-DEPTH: 2.6  meters
 LX2780
 LX2780  HISTORY     - Date     Condition        Report By
 LX2780  HISTORY     - 1985     MONUMENTED       NGS
 LX2780
 LX2780                          STATION DESCRIPTION
 LX2780
 LX2780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2780'3.9 KM (2.4 MI) WEST FROM WEST HARTFORD.
 LX2780'3.7 KM (2.3 MI) WEST ALONG SOUTH ROAD FROM THE JUNCTION OF STATE
 LX2780'HIGHWAY 71 IN WEST HARTFORD TO THE JUNCTION OF U.S. HIGHWAY 6, THENCE
 LX2780'0.2 KM (0.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 6 TO THE MARK ON THE
 LX2780'LEFT, NEAR THE NORTHEAST PROPERTY LINE OF EMHEART WORLD HEADQUARTERS,
 LX2780'ALSO 4.5 KM (2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE HIGHWAY
 LX2780'OVERPASS OVER STATE HIGHWAY 10 IN FARMINGTON, 7.92 METERS (26.0 FT)
 LX2780'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8.04 METERS
 LX2780'(26.4 FT) NORTH-NORTHWEST OF A CHAIN LINK FENCE ALONG PROPERTY LINE,
 LX2780'1.58 METERS (5.2 FT) SOUTHWEST OF UTILITY POLE NUMBER 1452 WITH
 LX2780'TRANSFORMER AND TWO GUY WIRES. NOTE--SEVERAL ATTEMPTS WERE MADE TO
 LX2780'DRIVE THE ROD, ROD DRIVEN TO REFUSAL AND ANCHORED.  NOTE--ACCESS TO
 LX2780'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX2780'THE MARK IS 0.36 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2771 ***********************************************************************
 LX2771  DESIGNATION -  Z 83
 LX2771  PID         -  LX2771
 LX2771  STATE/COUNTY-  CT/HARTFORD
 LX2771  USGS QUAD   -  COLLINSVILLE (1984)
 LX2771
 LX2771                         *CURRENT SURVEY CONTROL
 LX2771  ___________________________________________________________________
 LX2771* NAD 83(1986)-  41 46 19.     (N)    072 53 24.     (W)     SCALED    
 LX2771* NAVD 88     -        82.257  (meters)     269.87   (feet)  ADJUSTED  
 LX2771  ___________________________________________________________________
 LX2771  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 LX2771  DYNAMIC HT  -          82.233 (meters)     269.79  (feet)  COMP
 LX2771  MODELED GRAV-     980,330.3   (mgal)                       NAVD 88
 LX2771
 LX2771  VERT ORDER  -  FIRST     CLASS II
 LX2771
 LX2771.The horizontal coordinates were scaled from a topographic map and have
 LX2771.an estimated accuracy of +/- 6 seconds.
 LX2771
 LX2771.The orthometric height was determined by differential leveling
 LX2771.and adjusted by the National Geodetic Survey in June 1991..
 LX2771
 LX2771.The geoid height was determined by GEOID03.
 LX2771
 LX2771.The dynamic height is computed by dividing the NAVD 88
 LX2771.geopotential number by the normal gravity value computed on the
 LX2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2771.degrees latitude (g = 980.6199 gals.).
 LX2771
 LX2771.The modeled gravity was interpolated from observed gravity values.
 LX2771
 LX2771;                    North         East    Units  Estimated Accuracy
 LX2771;SPC CT       -   256,650.      293,160.      MT  (+/- 180 meters Scaled)
 LX2771
 LX2771                          SUPERSEDED SURVEY CONTROL
 LX2771
 LX2771.No superseded survey control is available for this station.
 LX2771
 LX2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM753266(NAD 83)
 LX2771_MARKER: I = METAL ROD
 LX2771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX2771_SP_SET: STAINLESS STEEL ROD
 LX2771_STAMPING: Z 83 1985
 LX2771_MARK LOGO: NGS   
 LX2771_PROJECTION: FLUSH
 LX2771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX2771_ROD/PIPE-DEPTH: 6.4  meters
 LX2771
 LX2771  HISTORY     - Date     Condition        Report By
 LX2771  HISTORY     - 1985     MONUMENTED       NGS
 LX2771
 LX2771                          STATION DESCRIPTION
 LX2771
 LX2771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2771'1.6 KM (1.0 MI) NORTH FROM UNIONVILLE.
 LX2771'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 177 FROM THE JUCNTION OF
 LX2771'STATE HIGHWAY 4 IN UNIONVILLE TO THE MARK ON THE RIGHT, IN FRONT OF A
 LX2771'SIGN (GREENWOOD CEMETERY), 7.86 METERS (25.8 FT) EAST OF THE
 LX2771'CENTERLINE OF THE HIGHWAY, 9.45 METERS (31.0 FT) SOUTH OF THE CENTER
 LX2771'OF THE THIRD ENTRANCE DRIVE TO THE CEMETERY, 5.79 METERS (19.0 FT)
 LX2771'SOUTHWEST OF SOUTHWEST CORNER OF A GRANITE HEADSTONE FOR THOMPSON,
 LX2771'2.74 METERS (9.0 FT) NORTHWEST OF THE SIGN, 0.64 METER (2.1 FT)
 LX2771'NORTHWEST OF AN IRON FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LX2771'A 5-INCH LOGO CAP.
 LX2771'THE MARK IS 0.09 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3244 ***********************************************************************
 LX3244  DESIGNATION -  Z 85
 LX3244  PID         -  LX3244
 LX3244  STATE/COUNTY-  CT/NEW LONDON
 LX3244  USGS QUAD   -  COLCHESTER (1984)
 LX3244
 LX3244                         *CURRENT SURVEY CONTROL
 LX3244  ___________________________________________________________________
 LX3244* NAD 83(1986)-  41 34 51.     (N)    072 20 57.     (W)     SCALED    
 LX3244* NAVD 88     -       129.395  (meters)     424.52   (feet)  ADJUSTED  
 LX3244  ___________________________________________________________________
 LX3244  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 LX3244  DYNAMIC HT  -         129.350 (meters)     424.38  (feet)  COMP
 LX3244  MODELED GRAV-     980,271.5   (mgal)                       NAVD 88
 LX3244
 LX3244  VERT ORDER  -  FIRST     CLASS II
 LX3244
 LX3244.The horizontal coordinates were scaled from a topographic map and have
 LX3244.an estimated accuracy of +/- 6 seconds.
 LX3244
 LX3244.The orthometric height was determined by differential leveling
 LX3244.and adjusted by the National Geodetic Survey in June 1991..
 LX3244
 LX3244.The geoid height was determined by GEOID03.
 LX3244
 LX3244.The dynamic height is computed by dividing the NAVD 88
 LX3244.geopotential number by the normal gravity value computed on the
 LX3244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3244.degrees latitude (g = 980.6199 gals.).
 LX3244
 LX3244.The modeled gravity was interpolated from observed gravity values.
 LX3244
 LX3244;                    North         East    Units  Estimated Accuracy
 LX3244;SPC CT       -   235,490.      338,230.      MT  (+/- 180 meters Scaled)
 LX3244
 LX3244                          SUPERSEDED SURVEY CONTROL
 LX3244
 LX3244.No superseded survey control is available for this station.
 LX3244
 LX3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM209066(NAD 83)
 LX3244_MARKER: DB = BENCH MARK DISK
 LX3244_SETTING: 66 = SET IN ROCK OUTCROP
 LX3244_SP_SET: BEDROCK
 LX3244_STAMPING: Z 85 1986
 LX3244_MARK LOGO: NGS   
 LX3244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3244+STABILITY: POSITION/ELEVATION WELL
 LX3244
 LX3244  HISTORY     - Date     Condition        Report By
 LX3244  HISTORY     - 1986     MONUMENTED       NGS
 LX3244  HISTORY     - 19910103 MARK NOT FOUND   USPSQD
 LX3244
 LX3244                          STATION DESCRIPTION
 LX3244
 LX3244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3244'1.8 KM (1.1 MI) WEST FROM COLCHESTER.
 LX3244'I.8 KM (1.1 MI) WEST ALONG OLD HARTFORD ROAD FROM THE POST OFFICE IN
 LX3244'COLCHESTER TO THE MARK ON THE RIGHT, AT THE WEST END OF SCHUSTER PARK,
 LX3244'26.82 METERS (88.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, 8.90
 LX3244'METERS (29.2 FT) EAST OF THE CENTER OF A 4-FOOT OAK TREE, 74.06
 LX3244'METERS (243.0 FT) NORTHWEST OF TELEPHONE POLE NO. 2663 WITH TWO GUY
 LX3244'WIRES GOING TO ONE ANCHOR.
 LX3244'THE MARK IS 0.24 METERS  S FROM  A WITNESS POST
 LX3244'THE MARK IS ABOVE LEVEL WITH ROAD.
 LX3244
 LX3244                          STATION RECOVERY (1991)
 LX3244
 LX3244'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 LX3244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3218 ***********************************************************************
 LX3218  DESIGNATION -  Z 86
 LX3218  PID         -  LX3218
 LX3218  STATE/COUNTY-  CT/NEW LONDON
 LX3218  USGS QUAD   -  UNCASVILLE (1984)
 LX3218
 LX3218                         *CURRENT SURVEY CONTROL
 LX3218  ___________________________________________________________________
 LX3218* NAD 83(1986)-  41 29 28.     (N)    072 00 18.     (W)     SCALED    
 LX3218* NAVD 88     -        40.691  (meters)     133.50   (feet)  ADJUSTED  
 LX3218  ___________________________________________________________________
 LX3218  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 LX3218  DYNAMIC HT  -          40.676 (meters)     133.45  (feet)  COMP
 LX3218  MODELED GRAV-     980,268.8   (mgal)                       NAVD 88
 LX3218
 LX3218  VERT ORDER  -  FIRST     CLASS II
 LX3218
 LX3218.The horizontal coordinates were scaled from a topographic map and have
 LX3218.an estimated accuracy of +/- 6 seconds.
 LX3218
 LX3218.The orthometric height was determined by differential leveling
 LX3218.and adjusted by the National Geodetic Survey in June 1991..
 LX3218
 LX3218.The geoid height was determined by GEOID03.
 LX3218
 LX3218.The dynamic height is computed by dividing the NAVD 88
 LX3218.geopotential number by the normal gravity value computed on the
 LX3218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3218.degrees latitude (g = 980.6199 gals.).
 LX3218
 LX3218.The modeled gravity was interpolated from observed gravity values.
 LX3218
 LX3218;                    North         East    Units  Estimated Accuracy
 LX3218;SPC CT       -   225,720.      367,010.      MT  (+/- 180 meters Scaled)
 LX3218
 LX3218                          SUPERSEDED SURVEY CONTROL
 LX3218
 LX3218.No superseded survey control is available for this station.
 LX3218
 LX3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL500976(NAD 83)
 LX3218_MARKER: DB = BENCH MARK DISK
 LX3218_SETTING: 66 = SET IN ROCK OUTCROP
 LX3218_SP_SET: ROCK LEDGE
 LX3218_STAMPING: Z 86 1986
 LX3218_MARK LOGO: NGS   
 LX3218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3218+STABILITY: POSITION/ELEVATION WELL
 LX3218
 LX3218  HISTORY     - Date     Condition        Report By
 LX3218  HISTORY     - 1986     MONUMENTED       NGS
 LX3218  HISTORY     - 1989     GOOD             USPSQD
 LX3218  HISTORY     - 19901014 GOOD             USPSQD
 LX3218
 LX3218                          STATION DESCRIPTION
 LX3218
 LX3218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3218'1.8 KM (1.1 MI) WEST FROM PRESTON.
 LX3218'1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 2 FROM THE JUNCTION WITH
 LX3218'HIGHWAY 164 IN PRESTON TO THE MARK ON THE RIGHT, ALSO ABOUT 30.5
 LX3218'METERS (100.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE ROCK CUT.  IT
 LX3218'IS 9.05 METERS (29.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LX3218'28.62 METERS (93.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CATCH
 LX3218'BASIN AND 2.83 METERS (9.3 FT) NORTHEAST OF THE CURB OF THE HIGHWAY.
 LX3218'THE MARK IS 0.30 METERS  N FROM  A WITNESS POST
 LX3218'THE MARK IS 0.60 M ABOVE HIGHWAY.
 LX3218
 LX3218                          STATION RECOVERY (1989)
 LX3218
 LX3218'RECOVERY NOTE BY US POWER SQUADRON 1989 (RMS)
 LX3218'RECOVERED IN GOOD CONDITION.
 LX3218
 LX3218                          STATION RECOVERY (1990)
 LX3218
 LX3218'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1779 ***********************************************************************
 LW1779  DESIGNATION -  Z 87
 LW1779  PID         -  LW1779
 LW1779  STATE/COUNTY-  CT/WINDHAM
 LW1779  USGS QUAD   -  PUTNAM (1970)
 LW1779
 LW1779                         *CURRENT SURVEY CONTROL
 LW1779  ___________________________________________________________________
 LW1779* NAD 83(1986)-  41 54 01.     (N)    071 55 35.     (W)     SCALED    
 LW1779* NAVD 88     -       142.965  (meters)     469.04   (feet)  ADJUSTED  
 LW1779  ___________________________________________________________________
 LW1779  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 LW1779  DYNAMIC HT  -         142.918 (meters)     468.89  (feet)  COMP
 LW1779  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 LW1779
 LW1779  VERT ORDER  -  FIRST     CLASS II
 LW1779
 LW1779.The horizontal coordinates were scaled from a topographic map and have
 LW1779.an estimated accuracy of +/- 6 seconds.
 LW1779
 LW1779.The orthometric height was determined by differential leveling
 LW1779.and adjusted by the National Geodetic Survey in June 1991..
 LW1779
 LW1779.The geoid height was determined by GEOID03.
 LW1779
 LW1779.The dynamic height is computed by dividing the NAVD 88
 LW1779.geopotential number by the normal gravity value computed on the
 LW1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1779.degrees latitude (g = 980.6199 gals.).
 LW1779
 LW1779.The modeled gravity was interpolated from observed gravity values.
 LW1779
 LW1779;                    North         East    Units  Estimated Accuracy
 LW1779;SPC CT       -   271,220.      373,140.      MT  (+/- 180 meters Scaled)
 LW1779
 LW1779                          SUPERSEDED SURVEY CONTROL
 LW1779
 LW1779.No superseded survey control is available for this station.
 LW1779
 LW1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG572428(NAD 83)
 LW1779_MARKER: I = METAL ROD
 LW1779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LW1779_SP_SET: STAINLESS STEEL ROD
 LW1779_STAMPING: Z 87 1986
 LW1779_MARK LOGO: NGS   
 LW1779_PROJECTION: FLUSH
 LW1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LW1779_ROD/PIPE-DEPTH: 4.9  meters
 LW1779
 LW1779  HISTORY     - Date     Condition        Report By
 LW1779  HISTORY     - 1986     MONUMENTED       NGS
 LW1779  HISTORY     - 19961117 GOOD             USPSQD
 LW1779
 LW1779                          STATION DESCRIPTION
 LW1779
 LW1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LW1779'2.6 KM (1.6 MI) SW FROM PUTNAM.
 LW1779'2.6 KM (1.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 44 FROM THE JUNCTION OF
 LW1779'MAIN STREET IN PUTNAM TO THE MARK ON THE RIGHT.  5.94 METERS (19.5 FT)
 LW1779'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.82 METERS (2.7 FT)
 LW1779'SOUTHWEST OF UTILITY POLE NO. 1961.
 LW1779'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LW1779'THE MARK IS 0.83 METERS  SW FROM  A WITNESS POST
 LW1779'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 LW1779
 LW1779                          STATION RECOVERY (1996)
 LW1779
 LW1779'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3031 ***********************************************************************
 LX3031  DESIGNATION -  Z 88
 LX3031  PID         -  LX3031
 LX3031  STATE/COUNTY-  CT/TOLLAND
 LX3031  USGS QUAD   -  SPRING HILL (1983)
 LX3031
 LX3031                         *CURRENT SURVEY CONTROL
 LX3031  ___________________________________________________________________
 LX3031* NAD 83(1986)-  41 48 21.     (N)    072 14 39.     (W)     SCALED    
 LX3031* NAVD 88     -       190.553  (meters)     625.17   (feet)  ADJUSTED  
 LX3031  ___________________________________________________________________
 LX3031  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 LX3031  DYNAMIC HT  -         190.488 (meters)     624.96  (feet)  COMP
 LX3031  MODELED GRAV-     980,274.4   (mgal)                       NAVD 88
 LX3031
 LX3031  VERT ORDER  -  FIRST     CLASS II
 LX3031
 LX3031.The horizontal coordinates were scaled from a topographic map and have
 LX3031.an estimated accuracy of +/- 6 seconds.
 LX3031
 LX3031.The orthometric height was determined by differential leveling
 LX3031.and adjusted by the National Geodetic Survey in June 1991..
 LX3031
 LX3031.The geoid height was determined by GEOID03.
 LX3031
 LX3031.The dynamic height is computed by dividing the NAVD 88
 LX3031.geopotential number by the normal gravity value computed on the
 LX3031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3031.degrees latitude (g = 980.6199 gals.).
 LX3031
 LX3031.The modeled gravity was interpolated from observed gravity values.
 LX3031
 LX3031;                    North         East    Units  Estimated Accuracy
 LX3031;SPC CT       -   260,530.      346,840.      MT  (+/- 180 meters Scaled)
 LX3031
 LX3031                          SUPERSEDED SURVEY CONTROL
 LX3031
 LX3031.No superseded survey control is available for this station.
 LX3031
 LX3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM289318(NAD 83)
 LX3031_MARKER: DB = BENCH MARK DISK
 LX3031_SETTING: 66 = SET IN ROCK OUTCROP
 LX3031_SP_SET: ROCK CUT
 LX3031_STAMPING: Z 88 1986
 LX3031_MARK LOGO: NGS   
 LX3031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3031+STABILITY: POSITION/ELEVATION WELL
 LX3031
 LX3031  HISTORY     - Date     Condition        Report By
 LX3031  HISTORY     - 1986     MONUMENTED       NGS
 LX3031
 LX3031                          STATION DESCRIPTION
 LX3031
 LX3031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3031'3.0 KM (1.85 MI) SE FROM MANSFIELD.
 LX3031'3.0 KM (1.85 MI) SOUTHEAST ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 LX3031'OF U.S. HIGHWAY 44 IN MANSFIELD TO THE MARK ON THE LEFT, ALONG THE
 LX3031'ENTRANCE OF THE BISHOP CENTER OF THE UNIVERSITY OF CONNECTICUT, IN TOP
 LX3031'OF A ROCK CUT, 64.01 METERS (210.0 FT) NORTHEAST OF THE CENTERLINE
 LX3031'OF THE HIGHWAY, 7.01 METERS (23.0 FT) SOUTHEAST OF THE CENTER OF
 LX3031'THE ENTRANCE DRIVE, 0.91 METER (3.0 FT) SOUTHEAST OF THE NORTHWEST
 LX3031'EDGE OF THE ROCK CUT.
 LX3031'THE MARK IS 0.34 METERS  NE FROM  A WITNESS POST
 LX3031'THE MARK IS 2.7 M ABOVE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3317 ***********************************************************************
 LX3317  DESIGNATION -  Z 89
 LX3317  PID         -  LX3317
 LX3317  STATE/COUNTY-  CT/NEW LONDON
 LX3317  USGS QUAD   -  COLCHESTER (1984)
 LX3317
 LX3317                         *CURRENT SURVEY CONTROL
 LX3317  ___________________________________________________________________
 LX3317* NAD 83(1986)-  41 31 28.     (N)    072 17 45.     (W)     SCALED    
 LX3317* NAVD 88     -       162.473  (meters)     533.05   (feet)  ADJUSTED  
 LX3317  ___________________________________________________________________
 LX3317  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 LX3317  DYNAMIC HT  -         162.415 (meters)     532.86  (feet)  COMP
 LX3317  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LX3317
 LX3317  VERT ORDER  -  FIRST     CLASS II
 LX3317
 LX3317.The horizontal coordinates were scaled from a topographic map and have
 LX3317.an estimated accuracy of +/- 6 seconds.
 LX3317
 LX3317.The orthometric height was determined by differential leveling
 LX3317.and adjusted by the National Geodetic Survey in June 1991..
 LX3317
 LX3317.The geoid height was determined by GEOID03.
 LX3317
 LX3317.The dynamic height is computed by dividing the NAVD 88
 LX3317.geopotential number by the normal gravity value computed on the
 LX3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3317.degrees latitude (g = 980.6199 gals.).
 LX3317
 LX3317.The modeled gravity was interpolated from observed gravity values.
 LX3317
 LX3317;                    North         East    Units  Estimated Accuracy
 LX3317;SPC CT       -   229,250.      342,710.      MT  (+/- 180 meters Scaled)
 LX3317
 LX3317                          SUPERSEDED SURVEY CONTROL
 LX3317
 LX3317.No superseded survey control is available for this station.
 LX3317
 LX3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM256005(NAD 83)
 LX3317_MARKER: DB = BENCH MARK DISK
 LX3317_SETTING: 66 = SET IN ROCK OUTCROP
 LX3317_SP_SET: ROCK OUTCROP
 LX3317_STAMPING: Z 89 1986
 LX3317_MARK LOGO: NGS   
 LX3317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3317+STABILITY: POSITION/ELEVATION WELL
 LX3317
 LX3317  HISTORY     - Date     Condition        Report By
 LX3317  HISTORY     - 1986     MONUMENTED       NGS
 LX3317  HISTORY     - 19901115 GOOD             USPSQD
 LX3317
 LX3317                          STATION DESCRIPTION
 LX3317
 LX3317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3317'5.2 KM (3.25 MI) SE FROM COLCHESTER.
 LX3317'5.2 KM (3.25 MI) SOUTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 LX3317'STATE HIGHWAY 354 (PARUM ROAD) IN COLCHESTER TO THE MARK ON THE LEFT
 LX3317'IN TOP OF EXPOSED ROCK OUTCROP MEASURING 10 X 11 FEET, 0.3 KM (0.2 MI)
 LX3317'SOUTHEAST OF THE JUNCTION OF MARVIN ROAD AND 0.2 KM (0.1 MI)
 LX3317'NORTHWEST OF THE SALEM-COLCHESTER TOWN LINE.  ALSO 6.1 KM (3.8 MI)
 LX3317'NORTHWEST ALONG STATE HIGHWAY 85 FROM THE INTERSECTION OF STATE
 LX3317'HIGHWAY 82 IN SALEM FOUR CORNERS.  IT IS 11.95 METERS (39.2 FT) EAST
 LX3317'OF THE CENTERLINE OF THE HIGHWAY.
 LX3317'THE MARK IS 0.57 METERS  W FROM  A WITNESS POST
 LX3317'THE MARK IS 0.61 M ABOVE HIGHWAY.
 LX3317
 LX3317                          STATION RECOVERY (1990)
 LX3317
 LX3317'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW1042 ***********************************************************************
 LW1042  DESIGNATION -  Z 9
 LW1042  PID         -  LW1042
 LW1042  STATE/COUNTY-  CT/WINDHAM
 LW1042  USGS QUAD   -  PLAINFIELD (1983)
 LW1042
 LW1042                         *CURRENT SURVEY CONTROL
 LW1042  ___________________________________________________________________
 LW1042* NAD 83(1986)-  41 40 46.     (N)    071 55 22.     (W)     SCALED    
 LW1042* NAVD 88     -        50.113  (meters)     164.41   (feet)  ADJUSTED  
 LW1042  ___________________________________________________________________
 LW1042  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 LW1042  DYNAMIC HT  -          50.095 (meters)     164.35  (feet)  COMP
 LW1042  MODELED GRAV-     980,274.3   (mgal)                       NAVD 88
 LW1042
 LW1042  VERT ORDER  -  FIRST     CLASS II
 LW1042
 LW1042.The horizontal coordinates were scaled from a topographic map and have
 LW1042.an estimated accuracy of +/- 6 seconds.
 LW1042
 LW1042.The orthometric height was determined by differential leveling
 LW1042.and adjusted by the National Geodetic Survey in June 1991..
 LW1042.WARNING-Repeat measurements at this control monument indicate possible
 LW1042.vertical movement.
 LW1042
 LW1042.The geoid height was determined by GEOID03.
 LW1042
 LW1042.The dynamic height is computed by dividing the NAVD 88
 LW1042.geopotential number by the normal gravity value computed on the
 LW1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW1042.degrees latitude (g = 980.6199 gals.).
 LW1042
 LW1042.The modeled gravity was interpolated from observed gravity values.
 LW1042
 LW1042;                    North         East    Units  Estimated Accuracy
 LW1042;SPC CT       -   246,700.      373,680.      MT  (+/- 180 meters Scaled)
 LW1042
 LW1042                          SUPERSEDED SURVEY CONTROL
 LW1042
 LW1042.No superseded survey control is available for this station.
 LW1042
 LW1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG567183(NAD 83)
 LW1042_MARKER: DB = BENCH MARK DISK
 LW1042_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LW1042_SP_SET: RETAINING WALL
 LW1042_STAMPING: Z 9 1923
 LW1042_MARK LOGO: CGS   
 LW1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LW1042+STABILITY: SURFACE MOTION
 LW1042
 LW1042  HISTORY     - Date     Condition        Report By
 LW1042  HISTORY     - 1923     MONUMENTED       CGS
 LW1042  HISTORY     - 1936     GOOD             NGS
 LW1042  HISTORY     - 1984     GOOD             NGS
 LW1042  HISTORY     - 1986     GOOD             NGS
 LW1042  HISTORY     - 1988     GOOD             USPSQD
 LW1042  HISTORY     - 19961117 GOOD             USPSQD
 LW1042
 LW1042                          STATION DESCRIPTION
 LW1042
 LW1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 LW1042'AT PLAINFIELD.
 LW1042'AT PLAINFIELD, WINDHAM COUNTY, ON THE NEW YORK, NEW HAVEN AND
 LW1042'HARTFORD RAILROAD, ONE BLOCK SOUTHWEST OF THE STATION, AT
 LW1042'HIGHWAY CROSSING 35.47, 42 FEET SOUTHEAST OF THE SOUTHEAST
 LW1042'RAIL OF THE FREIGHT LINE TO AUBURN, ON THE SOUTH SIDE OF RAILROAD
 LW1042'AVENUE (STATE HIGHWAY 14), IN THE NORTH FACE OF A HIGH RETAINING
 LW1042'WALL, 37 FEET EAST OF THE WEST END OF THE WALL, AND ABOUT 18
 LW1042'INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED Z 9 1923 AND
 LW1042'SET VERTICALLY.
 LW1042
 LW1042                          STATION RECOVERY (1984)
 LW1042
 LW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LW1042'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS, IN PLAINFIELD,
 LW1042'0.7 KM (0.45 MI) WEST ALONG STATE HIGHWAY 14A FROM THE JUNCTION OF
 LW1042'STATE HIGHWAY 12 TO THE MARK ON THE LEFT, SET VERTICALLY IN THE NORTH
 LW1042'FACE OF A STONE RETAINING WALL, 7.01 METERS (23.0 FT) SOUTH OF THE
 LW1042'CENTERLINE OF THE HIGHWAY, 17.80 METERS (58.0 FT) SOUTHEAST OF THE
 LW1042'SOUTHEAST RAIL OF THE PENN CENTRAL RAILROAD, 6.70 METERS (22.0 FT)
 LW1042'SOUTHWEST OF POWER POLE 1088.
 LW1042'THE MARK IS 0.30 M ABOVE HIGHWAY.
 LW1042
 LW1042                          STATION RECOVERY (1986)
 LW1042
 LW1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LW1042'RECOVERED IN GOOD CONDITION.
 LW1042
 LW1042                          STATION RECOVERY (1988)
 LW1042
 LW1042'RECOVERY NOTE BY US POWER SQUADRON 1988 (RMS)
 LW1042'RECOVERED IN GOOD CONDITION.
 LW1042
 LW1042                          STATION RECOVERY (1996)
 LW1042
 LW1042'RECOVERY NOTE BY US POWER SQUADRON 1996
 LW1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3396 ***********************************************************************
 LX3396  DESIGNATION -  Z 90
 LX3396  PID         -  LX3396
 LX3396  STATE/COUNTY-  CT/NEW LONDON
 LX3396  USGS QUAD   -  NORWICH (1983)
 LX3396
 LX3396                         *CURRENT SURVEY CONTROL
 LX3396  ___________________________________________________________________
 LX3396* NAD 83(1986)-  41 36 48.     (N)    072 04 30.     (W)     SCALED    
 LX3396* NAVD 88     -        23.264  (meters)      76.33   (feet)  ADJUSTED  
 LX3396  ___________________________________________________________________
 LX3396  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 LX3396  DYNAMIC HT  -          23.256 (meters)      76.30  (feet)  COMP
 LX3396  MODELED GRAV-     980,280.7   (mgal)                       NAVD 88
 LX3396
 LX3396  VERT ORDER  -  FIRST     CLASS II
 LX3396
 LX3396.The horizontal coordinates were scaled from a topographic map and have
 LX3396.an estimated accuracy of +/- 6 seconds.
 LX3396
 LX3396.The orthometric height was determined by differential leveling
 LX3396.and adjusted by the National Geodetic Survey in June 1991..
 LX3396
 LX3396.The geoid height was determined by GEOID03.
 LX3396
 LX3396.The dynamic height is computed by dividing the NAVD 88
 LX3396.geopotential number by the normal gravity value computed on the
 LX3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3396.degrees latitude (g = 980.6199 gals.).
 LX3396
 LX3396.The modeled gravity was interpolated from observed gravity values.
 LX3396
 LX3396;                    North         East    Units  Estimated Accuracy
 LX3396;SPC CT       -   239,250.      361,060.      MT  (+/- 180 meters Scaled)
 LX3396
 LX3396                          SUPERSEDED SURVEY CONTROL
 LX3396
 LX3396.No superseded survey control is available for this station.
 LX3396
 LX3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM437109(NAD 83)
 LX3396_MARKER: I = METAL ROD
 LX3396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LX3396_SP_SET: STAINLESS STEEL ROD
 LX3396_STAMPING: Z 90 1986
 LX3396_MARK LOGO: NGS   
 LX3396_PROJECTION: FLUSH
 LX3396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3396+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 LX3396_ROD/PIPE-DEPTH: 3.2  meters
 LX3396
 LX3396  HISTORY     - Date     Condition        Report By
 LX3396  HISTORY     - 1986     MONUMENTED       NGS
 LX3396  HISTORY     - 20060509 GOOD             USPSQD
 LX3396
 LX3396                          STATION DESCRIPTION
 LX3396
 LX3396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3396'IN BALTIC.
 LX3396'IN BALTIC, 1.0 KM (0.6 MI) SOUTHEAST ALONG STATE HIGHWAY 97 FROM THE
 LX3396'JUNCTION OF STATE HIGHWAY 207 TO THE MARK ON THE LEFT AND IN FRONT
 LX3396'OF A CONCESSION STAND AT BLANCHETTE FIELD.  IT IS 8.11 METERS (26.6
 LX3396'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FT)
 LX3396'NORTH-NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING TO THE FIELD
 LX3396'AND A PUMPING STATION AND 4.17 METERS (13.7 FT) NORTHWEST OF A
 LX3396'FIRE HYDRANT. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LX3396'LOGO CAP.
 LX3396'THE MARK IS 0.06 M BELOW HIGHWAY.
 LX3396
 LX3396                          STATION RECOVERY (2006)
 LX3396
 LX3396'RECOVERY NOTE BY US POWER SQUADRON 2006 (AES)
 LX3396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3166 ***********************************************************************
 LX3166  DESIGNATION -  Z 91
 LX3166  PID         -  LX3166
 LX3166  STATE/COUNTY-  CT/HARTFORD
 LX3166  USGS QUAD   -  HARTFORD SOUTH (1992)
 LX3166
 LX3166                         *CURRENT SURVEY CONTROL
 LX3166  ___________________________________________________________________
 LX3166* NAD 83(1986)-  41 43 36.     (N)    072 41 28.     (W)     SCALED    
 LX3166* NAVD 88     -        45.568  (meters)     149.50   (feet)  ADJUSTED  
 LX3166  ___________________________________________________________________
 LX3166  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 LX3166  DYNAMIC HT  -          45.554 (meters)     149.46  (feet)  COMP
 LX3166  MODELED GRAV-     980,323.6   (mgal)                       NAVD 88
 LX3166
 LX3166  VERT ORDER  -  FIRST     CLASS II
 LX3166
 LX3166.The horizontal coordinates were scaled from a topographic map and have
 LX3166.an estimated accuracy of +/- 6 seconds.
 LX3166
 LX3166.The orthometric height was determined by differential leveling
 LX3166.and adjusted by the National Geodetic Survey in June 1991..
 LX3166
 LX3166.The geoid height was determined by GEOID03.
 LX3166
 LX3166.The dynamic height is computed by dividing the NAVD 88
 LX3166.geopotential number by the normal gravity value computed on the
 LX3166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3166.degrees latitude (g = 980.6199 gals.).
 LX3166
 LX3166.The modeled gravity was interpolated from observed gravity values.
 LX3166
 LX3166;                    North         East    Units  Estimated Accuracy
 LX3166;SPC CT       -   251,620.      309,700.      MT  (+/- 180 meters Scaled)
 LX3166
 LX3166                          SUPERSEDED SURVEY CONTROL
 LX3166
 LX3166.No superseded survey control is available for this station.
 LX3166
 LX3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM920220(NAD 83)
 LX3166_MARKER: I = METAL ROD
 LX3166_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LX3166+WITH SETTING: INFORMATION.
 LX3166_SP_SET: STAINLESS STEEL ROD
 LX3166_STAMPING: Z 91 1986
 LX3166_MARK LOGO: NGS   
 LX3166_PROJECTION: FLUSH
 LX3166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LX3166_ROD/PIPE-DEPTH: 2.4  meters
 LX3166
 LX3166  HISTORY     - Date     Condition        Report By
 LX3166  HISTORY     - 1986     MONUMENTED       NGS
 LX3166  HISTORY     - 19940907 GOOD             USPSQD
 LX3166
 LX3166                          STATION DESCRIPTION
 LX3166
 LX3166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3166'IN HARTFORD.
 LX3166'MARK IS LOCATED IN HARTFORD AT THE INTERSECTION OF MAPLE AVENUE AND
 LX3166'FAIRFIELD AVENUE ON PROPERTY OF THE GOODWIN PARK AND MUNICIPAL GOLF
 LX3166'COURSE.  IT IS 7.9 METERS 26.0 FT) EAST OF THE CENTERLINE OF THE NORTH
 LX3166'BOUND LANE OF MAPLE AVENUE, 23.7 METERS (77.8 FT) NORTH OF THE
 LX3166'NORTHWEST CORNER OF A HOUSE, 3.5 METERS (11.5 FT) SOUTHEAST OF A STEEL
 LX3166'LIGHT POLE AND 0.70 METERS (2.3 FT) WEST OF THE NORTHEAST END OF A
 LX3166'PARK SIGN.
 LX3166'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LX3166'THE MARK IS ABOVE LEVEL WITH MAPLE AVENUE.
 LX3166
 LX3166                          STATION RECOVERY (1994)
 LX3166
 LX3166'RECOVERY NOTE BY US POWER SQUADRON 1994
 LX3166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3240 ***********************************************************************
 LX3240  DESIGNATION -  Z 92
 LX3240  PID         -  LX3240
 LX3240  STATE/COUNTY-  CT/NEW LONDON
 LX3240  USGS QUAD   -  COLCHESTER (1984)
 LX3240
 LX3240                         *CURRENT SURVEY CONTROL
 LX3240  ___________________________________________________________________
 LX3240* NAD 83(1986)-  41 34 30.     (N)    072 17 19.     (W)     SCALED    
 LX3240* NAVD 88     -       118.028  (meters)     387.23   (feet)  ADJUSTED  
 LX3240  ___________________________________________________________________
 LX3240  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 LX3240  DYNAMIC HT  -         117.987 (meters)     387.10  (feet)  COMP
 LX3240  MODELED GRAV-     980,269.6   (mgal)                       NAVD 88
 LX3240
 LX3240  VERT ORDER  -  FIRST     CLASS II
 LX3240
 LX3240.The horizontal coordinates were scaled from a topographic map and have
 LX3240.an estimated accuracy of +/- 6 seconds.
 LX3240
 LX3240.The orthometric height was determined by differential leveling
 LX3240.and adjusted by the National Geodetic Survey in June 1991..
 LX3240
 LX3240.The geoid height was determined by GEOID03.
 LX3240
 LX3240.The dynamic height is computed by dividing the NAVD 88
 LX3240.geopotential number by the normal gravity value computed on the
 LX3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3240.degrees latitude (g = 980.6199 gals.).
 LX3240
 LX3240.The modeled gravity was interpolated from observed gravity values.
 LX3240
 LX3240;                    North         East    Units  Estimated Accuracy
 LX3240;SPC CT       -   234,870.      343,280.      MT  (+/- 180 meters Scaled)
 LX3240
 LX3240                          SUPERSEDED SURVEY CONTROL
 LX3240
 LX3240.No superseded survey control is available for this station.
 LX3240
 LX3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM260061(NAD 83)
 LX3240_MARKER: DB = BENCH MARK DISK
 LX3240_SETTING: 66 = SET IN ROCK OUTCROP
 LX3240_SP_SET: ROCK OUTCROP
 LX3240_STAMPING: Z 92 1986
 LX3240_MARK LOGO: NGS   
 LX3240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3240+STABILITY: POSITION/ELEVATION WELL
 LX3240
 LX3240  HISTORY     - Date     Condition        Report By
 LX3240  HISTORY     - 1986     MONUMENTED       NGS
 LX3240  HISTORY     - 19901115 GOOD             USPSQD
 LX3240
 LX3240                          STATION DESCRIPTION
 LX3240
 LX3240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3240'3.9 KM (2.4 MI) EAST FROM COLCHESTER.
 LX3240'3.9 KM (2.4 MI) EAST ALONG OLD STATE HIGHWAY 2 FROM THE POST OFFICE IN
 LX3240'COLCHESTER TO THE MARK ON THE RIGHT BETWEEN POWER POLES NO. 539 AND
 LX3240'540.  IT IS 9.9 METERS (32.8 FT) SOUTH OF THE CENTERLINE OF OLD STATE
 LX3240'HIGHWAY 2, 20.3 METERS (66.9 FT) WEST OF POWER POLE NO. 540 AND 10.7
 LX3240'METERS (35.4 FT) SOUTHEAST OF POWER POLE NO. 539.
 LX3240'THE MARK IS 0.45 M ABOVE OLD HIGHWAY 2.
 LX3240
 LX3240                          STATION RECOVERY (1990)
 LX3240
 LX3240'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX3240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3216 ***********************************************************************
 LX3216  DESIGNATION -  Z 93
 LX3216  PID         -  LX3216
 LX3216  STATE/COUNTY-  CT/WINDHAM
 LX3216  USGS QUAD   -  SCOTLAND (1983)
 LX3216
 LX3216                         *CURRENT SURVEY CONTROL
 LX3216  ___________________________________________________________________
 LX3216* NAD 83(1986)-  41 43 18.     (N)    072 04 09.     (W)     SCALED    
 LX3216* NAVD 88     -       164.937  (meters)     541.13   (feet)  ADJUSTED  
 LX3216  ___________________________________________________________________
 LX3216  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX3216  DYNAMIC HT  -         164.879 (meters)     540.94  (feet)  COMP
 LX3216  MODELED GRAV-     980,271.0   (mgal)                       NAVD 88
 LX3216
 LX3216  VERT ORDER  -  FIRST     CLASS II
 LX3216
 LX3216.The horizontal coordinates were scaled from a topographic map and have
 LX3216.an estimated accuracy of +/- 6 seconds.
 LX3216
 LX3216.The orthometric height was determined by differential leveling
 LX3216.and adjusted by the National Geodetic Survey in June 1991..
 LX3216
 LX3216.The geoid height was determined by GEOID03.
 LX3216
 LX3216.The dynamic height is computed by dividing the NAVD 88
 LX3216.geopotential number by the normal gravity value computed on the
 LX3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX3216.degrees latitude (g = 980.6199 gals.).
 LX3216
 LX3216.The modeled gravity was interpolated from observed gravity values.
 LX3216
 LX3216;                    North         East    Units  Estimated Accuracy
 LX3216;SPC CT       -   251,280.      361,450.      MT  (+/- 180 meters Scaled)
 LX3216
 LX3216                          SUPERSEDED SURVEY CONTROL
 LX3216
 LX3216.No superseded survey control is available for this station.
 LX3216
 LX3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM437230(NAD 83)
 LX3216_MARKER: DB = BENCH MARK DISK
 LX3216_SETTING: 66 = SET IN ROCK OUTCROP
 LX3216_SP_SET: ROCK OUTCROP
 LX3216_STAMPING: Z 93 1986
 LX3216_MARK LOGO: NGS   
 LX3216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3216+STABILITY: POSITION/ELEVATION WELL
 LX3216
 LX3216  HISTORY     - Date     Condition        Report By
 LX3216  HISTORY     - 1986     MONUMENTED       NGS
 LX3216  HISTORY     - 19961117 GOOD             USPSQD
 LX3216
 LX3216                          STATION DESCRIPTION
 LX3216
 LX3216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LX3216'3.7 KM (2.3 MI) NORTH FROM SCOTLAND.
 LX3216'1.0 KM (0.65 MI) EAST ALONG STATE HIGHWAY 14 FROM THE SCOTLAND
 LX3216'CONGREGATIONAL CHURCH IN SCOTLAND, THENCE 2.7 KM (1.65 MI) NORTH
 LX3216'ALONG STATE HIGHWAY 97 TO THE MARK ON THE LEFT, IN TOP OF ROCK OUTCROP
 LX3216'ACROSS THE HIGHWAY FROM A SMALL VERTICAL BOARDED HOUSE, 4.57 METERS
 LX3216'(15.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 18.14 METERS
 LX3216'(59.5 FT) SOUTHWEST OF AND ACROSS THE HIGHWAY FROM UTILITY POLE NO.
 LX3216'216.
 LX3216'THE MARK IS 1.0 M ABOVE HIGHWAY.
 LX3216
 LX3216                          STATION RECOVERY (1996)
 LX3216
 LX3216'RECOVERY NOTE BY US POWER SQUADRON 1996
 LX3216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6442 ***********************************************************************
 LX6442  DESIGNATION -  ZADONIVITCH BARN GABLE
 LX6442  PID         -  LX6442
 LX6442  STATE/COUNTY-  CT/NEW HAVEN
 LX6442  USGS QUAD   -  BRANFORD (1984)
 LX6442
 LX6442                         *CURRENT SURVEY CONTROL
 LX6442  ___________________________________________________________________
 LX6442* NAD 83(1996)-  41 17 49.57766(N)    072 49 15.86927(W)     ADJUSTED  
 LX6442* NAVD 88     -                                                        
 LX6442  ___________________________________________________________________
 LX6442  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 LX6442  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 LX6442
 LX6442  HORZ ORDER  -  THIRD
 LX6442
 LX6442.The horizontal coordinates were established by classical geodetic methods
 LX6442.and adjusted by the National Geodetic Survey in August 1998..
 LX6442
 LX6442
 LX6442.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6442
 LX6442.The geoid height was determined by GEOID03.
 LX6442
 LX6442;                    North         East     Units Scale Factor Converg.
 LX6442;SPC CT       -   203,907.965   298,847.702   MT  0.99999162   -0 02 49.7
 LX6442;SPC CT       -   668,988.05    980,469.50   sFT  0.99999162   -0 02 49.7
 LX6442;SPC NY L     -   126,199.854   398,741.868   MT  1.00002529   +0 46 16.0
 LX6442;SPC NY L     -   414,040.69  1,308,205.61   sFT  1.00002529   +0 46 16.0
 LX6442;UTM  18      - 4,574,029.304   682,431.355   MT  1.00000960   +1 26 18.3
 LX6442
 LX6442                          SUPERSEDED SURVEY CONTROL
 LX6442
 LX6442  NAD 83(1992)-  41 17 49.57678(N)    072 49 15.86910(W) AD(       ) 4
 LX6442  NAD 83(1986)-  41 17 49.57869(N)    072 49 15.87227(W) AD(       ) 4
 LX6442  NAD 27      -  41 17 49.23000(N)    072 49 17.51000(W) AD(       ) 3
 LX6442
 LX6442.Superseded values are not recommended for survey control.
 LX6442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6442.See file dsdata.txt to determine how the superseded data were derived.
 LX6442
 LX6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL8243174029(NAD 83)
 LX6442
 LX6442  HISTORY     - Date     Condition        Report By
 LX6442  HISTORY     - 1933     MONUMENTED       CGS
 LX6442
 LX6442                          STATION DESCRIPTION
 LX6442
 LX6442'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GCM)
 LX6442'THIS STATION IS ON THE BRUSHY PLAIN ROAD ABOUT 0.9 MILE N OF
 LX6442'THE BRANFORD CUT-OFF AT CEDAR STREET.  THE BARN IS THE PROPERTY
 LX6442'OF J. ZADONIVITCH.  IT IS ABOUT 100 METERS W OF THE HIGHWAY.  THE
 LX6442'BARN IS PAINTED GRAY AND HAS A WOOD SHINGLED ROOF.
 LX6442'
 LX6442'THERE ARE SOME SMALL OUT BUILDINGS, BUT NO HOUSES NEAR THE
 LX6442'BARN.  THE RIDGE POLE LIES N AND S.
 LX6442'
 LX6442'CENTER IS THE APEX OF THE S GABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX6032 ***********************************************************************
 LX6032  DESIGNATION -  ZAGORENS GABLE
 LX6032  PID         -  LX6032
 LX6032  STATE/COUNTY-  CT/MIDDLESEX
 LX6032  USGS QUAD   -  DEEP RIVER (1971)
 LX6032
 LX6032                         *CURRENT SURVEY CONTROL
 LX6032  ___________________________________________________________________
 LX6032* NAD 83(1996)-  41 27 19.73293(N)    072 28 45.88356(W)     ADJUSTED  
 LX6032* NAVD 88     -                                                        
 LX6032  ___________________________________________________________________
 LX6032  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 LX6032  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 LX6032
 LX6032  HORZ ORDER  -  THIRD
 LX6032
 LX6032.The horizontal coordinates were established by classical geodetic methods
 LX6032.and adjusted by the National Geodetic Survey in August 1998..
 LX6032
 LX6032
 LX6032.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX6032
 LX6032.The geoid height was determined by GEOID03.
 LX6032
 LX6032;                    North         East     Units Scale Factor Converg.
 LX6032;SPC CT       -   221,530.167   327,408.731   MT  0.99998407   +0 10 45.9
 LX6032;SPC CT       -   726,803.56  1,074,173.48   sFT  0.99998407   +0 10 45.9
 LX6032;UTM  18      - 4,592,388.661   710,527.765   MT  1.00014548   +1 40 09.6
 LX6032
 LX6032                          SUPERSEDED SURVEY CONTROL
 LX6032
 LX6032  NAD 83(1992)-  41 27 19.73214(N)    072 28 45.88336(W) AD(       ) 4
 LX6032  NAD 83(1986)-  41 27 19.73395(N)    072 28 45.88591(W) AD(       ) 4
 LX6032  NAD 27      -  41 27 19.37000(N)    072 28 47.59000(W) AD(       ) 3
 LX6032
 LX6032.Superseded values are not recommended for survey control.
 LX6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX6032.See file dsdata.txt to determine how the superseded data were derived.
 LX6032
 LX6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL1052892389(NAD 83)
 LX6032
 LX6032  HISTORY     - Date     Condition        Report By
 LX6032  HISTORY     - 1934     MONUMENTED       CGS
 LX6032  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LX6032  HISTORY     - 1984     GOOD             USPSQD
 LX6032  HISTORY     - 19900505 GOOD             USPSQD
 LX6032
 LX6032                          STATION DESCRIPTION
 LX6032
 LX6032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GCM)
 LX6032'J. ZAGOREN CONDUCTS A SMALL ROADSIDE REFRESHMENT STAND ON THE
 LX6032'E SIDE OF ROUTE 9 ABOUT 0.6 MILE ABOVE THE W APPROACH TO THE
 LX6032'EAST HADDAM BRIDGE.  THE HOUSE IS JUST N OF THE SMALL
 LX6032'BUILDING HOUSING THE BUSINESS.
 LX6032'
 LX6032'IT IS A SMALL ONE-STORY, STRUCTURE PAINTED WHITE WITH GREEN
 LX6032'TRIM AND A RED ROOF.
 LX6032'
 LX6032'GABLES OF THE HOUSE FACE ABOUT SE AND NW.
 LX6032'
 LX6032'CENTER IS THE APEX OF THE SE GABLE.
 LX6032
 LX6032                          STATION RECOVERY (1948)
 LX6032
 LX6032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RJS)
 LX6032'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 LX6032
 LX6032                          STATION RECOVERY (1984)
 LX6032
 LX6032'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGE)
 LX6032'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS COMPLETE AND
 LX6032'ACCURATE.
 LX6032
 LX6032                          STATION RECOVERY (1990)
 LX6032
 LX6032'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 LX6032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3565 ***********************************************************************
 LX3565  DESIGNATION -  ZANIS
 LX3565  PID         -  LX3565
 LX3565  STATE/COUNTY-  CT/LITCHFIELD
 LX3565  USGS QUAD   -  WATERBURY (1984)
 LX3565
 LX3565                         *CURRENT SURVEY CONTROL
 LX3565  ___________________________________________________________________
 LX3565* NAD 83(1996)-  41 36 49.82533(N)    073 05 37.94703(W)     ADJUSTED  
 LX3565* NAVD 88     -       269.0    (meters)     883.     (feet)  VERTCON   
 LX3565  ___________________________________________________________________
 LX3565  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 LX3565  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 LX3565
 LX3565  HORZ ORDER  -  SECOND
 LX3565
 LX3565.The horizontal coordinates were established by classical geodetic methods
 LX3565.and adjusted by the National Geodetic Survey in August 1998..
 LX3565
 LX3565.The NAVD 88 height was computed by applying the VERTCON shift value to
 LX3565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LX3565
 LX3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3565
 LX3565.The geoid height was determined by GEOID03.
 LX3565
 LX3565;                    North         East     Units Scale Factor Converg.
 LX3565;SPC CT       -   239,139.533   276,139.303   MT  0.99998412   -0 13 40.8
 LX3565;SPC CT       -   784,576.95    905,967.03   sFT  0.99998412   -0 13 40.8
 LX3565;UTM  18      - 4,608,657.556   658,815.134   MT  0.99991039   +1 15 58.1
 LX3565
 LX3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3565!SPC CT       -   0.99996238  x   0.99998412  =   0.99994650
 LX3565!UTM  18      -   0.99996238  x   0.99991039  =   0.99987277
 LX3565
 LX3565:                Primary Azimuth Mark                     Grid Az
 LX3565:SPC CT       -  1513X                                    125 56 48.3
 LX3565:UTM  18      -  1513X                                    124 27 09.4
 LX3565
 LX3565|---------------------------------------------------------------------|
 LX3565| PID    Reference Object                     Distance      Geod. Az  |
 LX3565|                                                           dddmmss.s |
 LX3565| LX3557 1513X                               APPROX. 6.5 KM 1254307.5 |
 LX3565|---------------------------------------------------------------------|
 LX3565
 LX3565                          SUPERSEDED SURVEY CONTROL
 LX3565
 LX3565  NAD 83(1992)-  41 36 49.82497(N)    073 05 37.94742(W) AD(       ) 2
 LX3565  NAD 83(1986)-  41 36 49.82674(N)    073 05 37.94905(W) AD(       ) 2
 LX3565  NAD 27      -  41 36 49.47942(N)    073 05 39.55792(W) AD(       ) 2
 LX3565  NGVD 29 (07/19/86)  269.3    (m)          884.     (f) VERT ANG       
 LX3565
 LX3565.Superseded values are not recommended for survey control.
 LX3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3565.See file dsdata.txt to determine how the superseded data were derived.
 LX3565
 LX3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXM5881508658(NAD 83)
 LX3565_MARKER: DS = TRIANGULATION STATION DISK
 LX3565_SETTING: 66 = SET IN ROCK OUTCROP
 LX3565_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LX3565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LX3565+STABILITY: POSITION/ELEVATION WELL
 LX3565
 LX3565  HISTORY     - Date     Condition        Report By
 LX3565  HISTORY     - 1981     MONUMENTED       NGS
 LX3565
 LX3565                          STATION DESCRIPTION
 LX3565
 LX3565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (VDN)
 LX3565'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHEAST OF
 LX3565'WATERTOWN, 2.4 KM (1.5 MI) NORTH-NORTHWEST OFF OAKVILLE,
 LX3565'0.3 KM (0.2 MI) NORTH OF STATE HIGHWAY 262 AND JUST OUTSIDE THE
 LX3565'FENCE AROUND THE BUCKINGHAM STREET MUNICIPAL WATER TANK.
 LX3565'OWNERSHIP--THE RECONNAISSANCE PARTY STATES THAT THE PROPERTY
 LX3565'OWNNER IS UNKNOWN.
 LX3565'
 LX3565'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6
 LX3565'AND STATE HIGHWAY 63 IN THE NORTH PART OF WATERTOWN.  GO
 LX3565'NORTHEAST ON HIGHWAY 6 FOR 2 KM (1.25 MI) TO A CROSS
 LX3565'STREET (STATE HIGHWAY 262).  TURN RIGHT AND GO SOUTHEAST ON
 LX3565'BUCKINGHAM STREET FOR 1.6 KM (1 MI) TO A DIRT ROAD LEFT LEADING
 LX3565'TO A WATER TANK.  TURN LEFT AND GO NORTHERLY FOR 0.2 KM
 LX3565'(0.15 MI) TO THE EAST SIDE OF A FENCE AROUND THE WATER TANK.
 LX3565'TURN RIGHT AND GO EAST, THEN NORTH ALONG THE FENCE LINE FOR
 LX3565'0.2 KM (0.1 MI) TO THE STATION.
 LX3565'
 LX3565'THE STATION IS A STANDARD NGS DISK
 LX3565'STAMPED---ZANIS 1938---,
 LX3565'SET INTO A ROCK OUTCROP.  IT IS LOCATED
 LX3565'24.6 METERS (80.7 FT) NORTH FROM THE CENTER OF A TRACK ROAD AND
 LX3565'9.5 METERS (31.2 FT) SOUTH-SOUTHEAST FROM A 1.8 METER HIGH FENCE
 LX3565'SURRONDING THE WATER TANK.
 LX3565'
 LX3565'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE NONE WERE
 LX3565'RECOVERED.
 LX3565'THERE WAS NO DATA AVAILABLE FOR THIS STATION, REFERENCE MARKS
 LX3565'WERE SEARCHED FOR BUT NONE WERE FOUND.
 LX3565'NO NEW MARKS WERE ESTABLISHED.
 LX3565'
 LX3565'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX3804 ***********************************************************************
 LX3804  DESIGNATION -  ZIEGLER
 LX3804  PID         -  LX3804
 LX3804  STATE/COUNTY-  CT/FAIRFIELD
 LX3804  USGS QUAD   -  NORWALK SOUTH (1984)
 LX3804
 LX3804                         *CURRENT SURVEY CONTROL
 LX3804  ___________________________________________________________________
 LX3804* NAD 83(1996)-  41 02 38.70806(N)    073 28 40.45301(W)     ADJUSTED  
 LX3804* NAVD 88     -        14.9    (meters)      49.     (feet)  GPS OBS   
 LX3804  ___________________________________________________________________
 LX3804  X           -   1,369,987.086 (meters)                     COMP
 LX3804  Y           -  -4,618,457.556 (meters)                     COMP
 LX3804  Z           -   4,166,106.811 (meters)                     COMP
 LX3804  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 LX3804  ELLIP HEIGHT-         -15.43  (meters)          (06/16/04) GPS OBS
 LX3804  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 LX3804
 LX3804  HORZ ORDER  -  FIRST
 LX3804  ELLP ORDER  -  FOURTH    CLASS II
 LX3804
 LX3804.The horizontal coordinates were established by GPS observations
 LX3804.and adjusted by the National Geodetic Survey in June 2004..
 LX3804
 LX3804.The orthometric height was determined by GPS observations and a
 LX3804.high-resolution geoid model.
 LX3804
 LX3804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX3804
 LX3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX3804
 LX3804.The ellipsoidal height was determined by GPS observations
 LX3804.and is referenced to NAD 83.
 LX3804
 LX3804.The geoid height was determined by GEOID03.
 LX3804
 LX3804;                    North         East     Units Scale Factor Converg.
 LX3804;SPC CT       -   176,063.562   243,598.664   MT  1.00001941   -0 28 57.5
 LX3804;SPC CT       -   577,635.20    799,206.62   sFT  1.00001941   -0 28 57.5
 LX3804;SPC NY L     -    97,566.266   343,897.162   MT  1.00000062   +0 20 29.4
 LX3804;SPC NY L     -   320,098.66  1,128,269.27   sFT  1.00000062   +0 20 29.4
 LX3804;UTM  18      - 4,544,766.923   627,927.407   MT  0.99980142   +0 59 58.6
 LX3804
 LX3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX3804!SPC CT       -   1.00000242  x   1.00001941  =   1.00002183
 LX3804!SPC NY L     -   1.00000242  x   1.00000062  =   1.00000304
 LX3804!UTM  18      -   1.00000242  x   0.99980142  =   0.99980384
 LX3804
 LX3804|---------------------------------------------------------------------|
 LX3804| PID    Reference Object                     Distance      Geod. Az  |
 LX3804|                                                           dddmmss.s |
 LX3804| CB5627 ZIEGLER RM 1                         20.870 METERS 01046     |
 LX3804| CB5628 ZIEGLER RM 2 AZIMUTH                               06146     |
 LX3804| LX3780 GREENS LEDGE LIGHTHOUSE             APPROX. 2.9 KM 0952317.2 |
 LX3804| CB5629 ZIEGLER RM 3                         61.990 METERS 28046     |
 LX3804|---------------------------------------------------------------------|
 LX3804
 LX3804                          SUPERSEDED SURVEY CONTROL
 LX3804
 LX3804  NAD 83(1996)-  41 02 38.70949(N)    073 28 40.45359(W) AD(       ) 1
 LX3804  NAD 83(1992)-  41 02 38.70901(N)    073 28 40.45308(W) AD(       ) 1
 LX3804  NAD 83(1986)-  41 02 38.71029(N)    073 28 40.45528(W) AD(       ) 1
 LX3804  NAD 27      -  41 02 38.36037(N)    073 28 42.02247(W) AD(       ) 1
 LX3804
 LX3804.Superseded values are not recommended for survey control.
 LX3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX3804.See file dsdata.txt to determine how the superseded data were derived.
 LX3804
 LX3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TXL2792744767(NAD 83)
 LX3804_MARKER: DD = SURVEY DISK
 LX3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX3804_STAMPING: ZIEGLER 1932
 LX3804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX3804+STABILITY: SURFACE MOTION
 LX3804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX3804+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2003
 LX3804
 LX3804  HISTORY     - Date     Condition        Report By
 LX3804  HISTORY     - 19320101 MONUMENTED       CGS
 LX3804  HISTORY     - 1936     SEE DESCRIPTION  CGS
 LX3804  HISTORY     - 1958     SEE DESCRIPTION  CGS
 LX3804  HISTORY     - 1972     SEE DESCRIPTION  CTGS
 LX3804  HISTORY     - 1982     GOOD             USPSQD
 LX3804  HISTORY     - 20030424 GOOD             CTGS
 LX3804
 LX3804                          STATION DESCRIPTION
 LX3804
 LX3804'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (CDM)
 LX3804'ON LONG NECK POINT ON LAND OF MR. WILLIAM ZIEGLER.  FROM DARIEN
 LX3804'RAILROAD STATION GO W ON ROUTE NO.1, 1.45 MILES AND TURN LEFT HERE
 LX3804'BY THE NOROTON POST OFFICE.  FOLLOW THIS ROAD 0.4 MILE OVER STONE
 LX3804'BRIDGE, TURN RIGHT AND CONTINUE 1.1 MILE TO INTERSECTION OF THIS
 LX3804'ROAD WITH PRIVATE RUNNING N AND S.  THENCE S 90 YARDS AND TURN
 LX3804'LEFT INTO DRIVEWAY MARKED J.C. GLEDHILL.  STATION IS IN FIELD ON S
 LX3804'SIDE OF THIS PRIVATE ROAD 24 METERS FROM CENTER LINE.  31.7
 LX3804'METERS SW OF TREE WITH PRIVATE PROPERTY SIGN ON N SIDE OF ROAD.
 LX3804'
 LX3804'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 LX3804'CONCRETE AS DESCRIBED IN NOTES 1A AND 7A.  REFERENCE MARKS ARE
 LX3804'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE
 LX3804'12A.
 LX3804'
 LX3804'REFERENCE MARK NO.1 IS NXE OF STATION DRILLED IN OUTCROPPING ROCK
 LX3804'ON S SIDE OF PRIVATE ROAD 4.3 METERS FROM CENTER LINE.  12.2 METERS
 LX3804'NE OF TREE WITH PRIVATE PROPERTY SIGN.  REFERENCE MARK NO. 2 IS NE
 LX3804'OF STATION DRILLED IN TOP OF LARGE ROCK ON POINT OF SHORE.  12.2
 LX3804'METERS NE OF N END OF ROCK SEA WALL THAT IS LAID ACROSS FLATS
 LX3804'FROM PAVED ROAD TO HIGHER LAND ON WHICH THE ROCK IS SET.  91.4
 LX3804'METERS NE OF PAVED ROAD.  REFERENCE MARK NO. 3 IS SET IN THE
 LX3804'MIDDLE OF THE TOP OF THE S CORNER POST OF ENTRANCE TO PRIVATE
 LX3804'PROPERTY OF J.C. GLEDHILL.  8.2 METERS E OF CENTER LINE OF
 LX3804'MAIN ROAD.  8.5 METERS S OF ROAD THROUGH GATE.
 LX3804'
 LX3804'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 LX3804
 LX3804                          STATION RECOVERY (1936)
 LX3804
 LX3804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JPL)
 LX3804'STATION AND REFERENCE MARKS FOUND AS DESCRIBED IN GOOD
 LX3804'CONDITION.  SIGN J. C. GLEDHILL MISSING SINCE TENANTS OCCUPY LAND.
 LX3804
 LX3804                          STATION RECOVERY (1958)
 LX3804
 LX3804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CHO)
 LX3804'STATION, REFERENCE MARKS 2 AND 3 WERE RECOVERED IN EXCELLENT
 LX3804'CONDITION.  R.M. 1 WAS NOT RECOVERED.
 LX3804'
 LX3804'STATION IS LOCATED ON LONG NECK POINT, ON LAND OF MR. ROBERT M.
 LX3804'GILLESPIE.  IT IS IN FIELD ON S SIDE OF PRIVATE ROAD, 142.58 FEET
 LX3804'FROM CENTER LINE OF ROAD AND 93.12 FEET W1/2N FROM SW CORNER OF
 LX3804'CONCRETE FOUNDATION OF GILLESPIES GARAGE.
 LX3804'
 LX3804'R.M. 2 IS A STANDARD BRONZE DISK IN LEDGE ROCK AT THE S END OF
 LX3804'HAY ISLAND, 12.2 METERS NE OF N END OF ROCK SEA WALL THAT IS LAID
 LX3804'ACROSS FLATS S OF PAVED ROAD LEADING TO HAY ISLAND.
 LX3804'
 LX3804'R.M. 3 IS SET IN THE MIDDLE OF THE TOP OF THE S CORNER POST OF
 LX3804'ENTRANCE TO PRIVATE PROPERTY OF MESSRS. GILLESPIE AND ZIEGLER III,
 LX3804'8.2 METERS E OF CENTER LINE OF MAIN ROAD AND 8.5 METERS S OF ROAD
 LX3804'THRU GATE.
 LX3804'
 LX3804'R.M. 1 MAY BE UNDER TOP SOIL AND GRASS APPROX. 75 FT. S OF NEW
 LX3804'BLACK TOP ROAD.
 LX3804'
 LX3804'FROM THE DARIEN RR STATION GO SW AND W ON RT 1, 1.45 MILES AND
 LX3804'TURN LEFT BY ST. LUKES CHURCH STONE PARISH HOUSE, FOLLOW RINGS END
 LX3804'RD. FOR 0.4 MILE OVER STONE BRIDGE, TURN RIGHT S ON PEAR TREE
 LX3804'POINT RD. AND GO 0.1 MILE, THEN FORK LEFT ON LONG NECK POINT
 LX3804'RD., GO 0.3 MILE (STATION SQUARE ON E SIDE OF ROAD), THEN GO 0.4
 LX3804'MILE TO INTERSECTION OF PEAR TREE POINT RD ON RIGHT.  CONTINUE S
 LX3804'ON LONG NECK POINT RD. 90 YARDS TO STONE GATE ON LEFT.
 LX3804'DRIVEWAY AT GATE LEADS TO NEW PRIVATE BLACK TOP ROAD, AND THE
 LX3804'STATION SITE.
 LX3804
 LX3804                          STATION RECOVERY (1972)
 LX3804
 LX3804'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 1972 (AK)
 LX3804'ZIEGLER 1932 EXCELLENT
 LX3804'
 LX3804'ZIEGLER NO. 1 1932 NOT FOUND
 LX3804'
 LX3804'ZIEGLER NO. 2 1932 EXCELLENT
 LX3804'
 LX3804'ZIEGLER NO. 3 1932 EXCELLENT
 LX3804'
 LX3804'STATION IS 263 FEET EAST OF LONG NECK POINT ROAD CENTERLINE.  141
 LX3804'FEET SOUTH OF HAY ISLAND ROAD CENTERLINE.  135 FEET NORTH OF PRIVATE
 LX3804'DRIVE CENTERLINE AND 151 FEET NORTHWEST OF SNETCO POLE 2313.
 LX3804
 LX3804                          STATION RECOVERY (1982)
 LX3804
 LX3804'RECOVERY NOTE BY US POWER SQUADRON 1982 (AMS)
 LX3804'ZIEGLER STATION MARK 1932 RECOVERED EXCELLENT.
 LX3804'
 LX3804'STATION AND REFERENCE MARKS 2 AND 5 RECOVERED IN EXCELLENT
 LX3804'CONDITION.  REFERENCE MARK 1 NOT RECOVERED.  GROUND IN AREA HAS BEEN
 LX3804'REGRADED IN CONNECTION WITH CONSTRUCTION OF HOUSE LYING BETWEEN
 LX3804'STATION AND REF. MARK 3 (HOUSE OCCUPIED BY MRS ELLIOT.  DAUGHTER
 LX3804'GILLESPIE) DIRECTIONS IN ORIGINAL DESCRIPTION HAVE NO RELATION TO
 LX3804'TRUE OR MAGNETIC BEARINGS.  LOCATION OF REF.MARK 2 SHOULD READ E
 LX3804'BY S OF NE END OF ROCK SEA WALL.
 LX3804
 LX3804                          STATION RECOVERY (2003)
 LX3804
 LX3804'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX3804'THE STATION MARK IS A STANDARD CTGS BRONZE DISK, STAMPED ZIEGLER
 LX3804'1932, SET INTO THE TOP OF A SQUARE CONCRETE POST WHICH IS RECESSED  1
 LX3804'IN. BELOW THE SURFACE OF THE GROUND. THE UNDERGROUND MARK IS A
 LX3804'STANDARD CTGS DISK, STAMPED ZIEGLER 1932, SET INTO AN IRREGULAR  MASS
 LX3804'OF CONCRETE WHICH IS 40 IN. BELOW THE GROUND. TO REACH THE STATION
 LX3804'FROM THE INTERSTATE ROUTE 95 (EXIT 11)  OVERPASS ABOVE US ROUTE 1
 LX3804'(BOSTON POST ROAD), PROCEED  SOUTHWEST ON US ROUTE 1 FOR ABOUT 0.9 MI.
 LX3804'TO KING'S END ROAD. TURN  LEFT ONTO KING'S END ROAD AND PROCEED
 LX3804'SOUTHEAST FOR ABOUT 0.4 MI.  TO PEAR TREE POINT ROAD. TURN RIGHT ONTO
 LX3804'PEAR TREE POINT ROAD  AND PROCEED SOUTHWEST FOR ABOUT 0.1 MI. TO LONG
 LX3804'NECK POINT ROAD.  TURN LEFT ONTO LONG NECK POINT ROAD AND PROCEED
 LX3804'SOUTH FOR  ABOUT 0.75 MI. TO A GATED AND PAVED DRIVEWAY ON THE LEFT.
 LX3804'TURN LEFT  INTO THE DRIVEWAY AND PROCEED EAST TO A FORK. BEAR LEFT AT
 LX3804'THE  FORK AND CONTINUE EAST TO ANOTHER PAVED DRIVEWAY ON THE RIGHT,
 LX3804'LEADING TO THE REAR OF 161 LONG NECK POINT ROAD. GO SOUTH ON THIS
 LX3804'PAVED DRIVEWAY FOR ABOUT 50 FT. TO STATION ZIEGLER ON THE LEFT
 LX3804'(EAST). THE STATION IS LOCATED BETWEEN TWO LARGE HOMES, 87.5 FT.  EAST
 LX3804'OF THE NORTHEAST GARAGE CORNER OF 161 LONG NECK POINT ROAD,  263 FT.
 LX3804'EAST OF THE CENTERLINE OF LONG NECK POINT ROAD, 141 FT.  SOUTH OF THE
 LX3804'CENTERLINE OF HAY ISLAND ROAD, 151 FT. NORTHWEST OF  SNET 2313, 119.0
 LX3804'FT. NORTH OF SNET 2312, AND 35 FT. EAST OF THE  CENTER OF A STORM
 LX3804'DRAIN (MEASURED ON LINE WITH THE CENTER OF THE  GARAGE ON 161 LONG
 LX3804'NECK POINT ROAD).
 LX3804' 
 LX3804'RM 1 NORTHEAST OF STATION A STANDARD BRONZE DISK, STAMPED  ZIEGLER NO
 LX3804'1 1932, SET INTO OUTCROPPING BEDROCK. IT IS ON THE SOUTH  SIDE OF A
 LX3804'PRIVATE ROAD, 14.1 FT. FROM CENTERLINE OF THE ROAD, AND  40.0 FT.
 LX3804'NORTHEAST OF A TREE BEARING A SIGN READING PRIVATE  PROPERTY. RM 2
 LX3804'NORTHEAST OF STATION A S ANDARD BRONZE DISK, STAMPED  ZIEGLER NO 2
 LX3804'1932, SET INTO A LARGE ROCK. IT IS AT THE SOUTH END OF  HAY ISLAND,
 LX3804'40.0 FT NORTHEAST OF THE NORTH END OF A ROCK SEAWALL  THAT IS LAID
 LX3804'ACROSS FLATS SOUTH OF HAY ISLAND ROAD. RM 3 NORTHWEST OF STATION A
 LX3804'STANDARD BRONZE DISK, STAMPED ZIEGLER NO 3 1932, SET INTO THE MIDDLE
 LX3804'OF THE TOP OF THE SOUTH  CORNER POST OF THE ENTRANCE TO PROPERTY OF
 LX3804'THE GILLESPIE/ZIEGLER  PROPERTY. IT IS 26.9 FT. EAST OF CENTERLINE OF
 LX3804'LONG NECK POINT ROAD,  AND 27.9 FT. SOUTH OF THE PAVED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2642 ***********************************************************************
 LX2642  SACS        -  This is a Secondary Airport Control Station.
 LX2642  DESIGNATION -  ZIEMBA
 LX2642  PID         -  LX2642
 LX2642  STATE/COUNTY-  CT/MIDDLESEX
 LX2642  USGS QUAD   -  HADDAM (1971)
 LX2642
 LX2642                         *CURRENT SURVEY CONTROL
 LX2642  ___________________________________________________________________
 LX2642* NAD 83(1996)-  41 23 07.44992(N)    072 30 24.29427(W)     ADJUSTED  
 LX2642* NAVD 88     -       121.737  (meters)     399.40   (feet)  ADJUSTED  
 LX2642  ___________________________________________________________________
 LX2642  X           -   1,440,585.409 (meters)                     COMP
 LX2642  Y           -  -4,570,830.336 (meters)                     COMP
 LX2642  Z           -   4,194,692.150 (meters)                     COMP
 LX2642  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 LX2642  ELLIP HEIGHT-          91.69  (meters)          (06/22/01) GPS OBS
 LX2642  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 LX2642  DYNAMIC HT  -         121.694 (meters)     399.26  (feet)  COMP
 LX2642  MODELED GRAV-     980,269.3   (mgal)                       NAVD 88
 LX2642
 LX2642  HORZ ORDER  -  FIRST
 LX2642  VERT ORDER  -  FIRST     CLASS II
 LX2642  ELLP ORDER  -  FOURTH    CLASS I
 LX2642
 LX2642.This mark is at Chester Airport (3B9)
 LX2642
 LX2642.The horizontal coordinates were established by GPS observations
 LX2642.and adjusted by the National Geodetic Survey in June 2001..
 LX2642
 LX2642.The orthometric height was determined by differential leveling
 LX2642.and adjusted by the National Geodetic Survey in June 1991..
 LX2642
 LX2642.Photographs are available for this station.
 LX2642
 LX2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2642
 LX2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2642
 LX2642.The ellipsoidal height was determined by GPS observations
 LX2642.and is referenced to NAD 83.
 LX2642
 LX2642.The geoid height was determined by GEOID03.
 LX2642
 LX2642.The dynamic height is computed by dividing the NAVD 88
 LX2642.geopotential number by the normal gravity value computed on the
 LX2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2642.degrees latitude (g = 980.6199 gals.).
 LX2642
 LX2642.The modeled gravity was interpolated from observed gravity values.
 LX2642
 LX2642;                    North         East     Units Scale Factor Converg.
 LX2642;SPC CT       -   213,740.449   325,146.648   MT  0.99998647   +0 09 40.6
 LX2642;SPC CT       -   701,246.79  1,066,751.96   sFT  0.99998647   +0 09 40.6
 LX2642;UTM  18      - 4,584,541.585   708,468.512   MT  1.00013487   +1 38 56.2
 LX2642
 LX2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2642!SPC CT       -   0.99998562  x   0.99998647  =   0.99997209
 LX2642!UTM  18      -   0.99998562  x   1.00013487  =   1.00012049
 LX2642
 LX2642:                Primary Azimuth Mark                     Grid Az
 LX2642:SPC CT       -  ZIEMBA AZ MK                             160 39 49.2
 LX2642:UTM  18      -  ZIEMBA AZ MK                             159 10 33.6
 LX2642
 LX2642|---------------------------------------------------------------------|
 LX2642| PID    Reference Object                     Distance      Geod. Az  |
 LX2642|                                                           dddmmss.s |
 LX2642| LX2643 ZIEMBA AZ MK                        APPROX. 0.5 KM 1604929.8 |
 LX2642|---------------------------------------------------------------------|
 LX2642
 LX2642                          SUPERSEDED SURVEY CONTROL
 LX2642
 LX2642  NAD 83(1996)-  41 23 07.44990(N)    072 30 24.29436(W) AD(       ) 1
 LX2642  ELLIP H (05/22/00)   91.70   (m)                       GP(       ) 4 1
 LX2642  NAD 83(1996)-  41 23 07.44140(N)    072 30 24.29664(W) AD(       ) 3
 LX2642  ELLIP H (08/17/98)   92.16   (m)                       GP(       ) 4 1
 LX2642  NAD 83(1992)-  41 23 07.43917(N)    072 30 24.29589(W) AD(       ) 3
 LX2642  ELLIP H (01/17/96)   92.11   (m)                       GP(       ) 4 2
 LX2642  NAD 83(1986)-  41 23 07.44167(N)    072 30 24.29953(W) AD(       ) 3
 LX2642  NAD 27      -  41 23 07.08577(N)    072 30 25.97825(W) AD(       ) 3
 LX2642  NAVD 88 (05/22/00)  121.74   (m)          399.4    (f) LEVELING    3  
 LX2642  NGVD 29 (03/22/89)  122.02   (m)          400.3    (f) LEVELING    3  
 LX2642
 LX2642.Superseded values are not recommended for survey control.
 LX2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2642.See file dsdata.txt to determine how the superseded data were derived.
 LX2642
 LX2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0846984542(NAD 83)
 LX2642_MARKER: DD = SURVEY DISK
 LX2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2642_SP_SET: CONCRETE POST
 LX2642_STAMPING: ZIEMBA 1985
 LX2642_MARK LOGO: NGS   
 LX2642_PROJECTION: FLUSH
 LX2642_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LX2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2642+STABILITY: SURFACE MOTION
 LX2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2642+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 LX2642
 LX2642  HISTORY     - Date     Condition        Report By
 LX2642  HISTORY     - 19850101 MONUMENTED       NGS
 LX2642  HISTORY     - 1985     GOOD             NGS
 LX2642  HISTORY     - 19880610 GOOD             NGS
 LX2642  HISTORY     - 19950819 GOOD             USPSQD
 LX2642  HISTORY     - 19990927 GOOD             WOOLPT
 LX2642  HISTORY     - 20000616 GOOD             NGS
 LX2642  HISTORY     - 20030424 GOOD             CTGS
 LX2642  HISTORY     - 20050410 GOOD             CTGS
 LX2642
 LX2642                          STATION DESCRIPTION
 LX2642
 LX2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2642'6.0 KM (3.7 MI) WEST FROM CHESTER.
 LX2642'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 LX2642'4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2642'NORTH MAIN STREET IN CHESTER, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG
 LX2642'STATE HIGHWAY 145, THENCE 0.2 KM (0.1 MI) SOUTHEAST ALONG A PAVED ROAD
 LX2642'TO A GATE AND THE MARK ON THE LEFT, 32.3 METERS (106.0 FT) EAST OF THE
 LX2642'NORTH GATE POST, 11.2 METERS (36.8 FT) WEST OF THE CENTER OF A RUNWAY,
 LX2642'19.2 METERS (63.0 FT) EAST OF THE THIRD LIGHT NORTH OF THE TERMINAL
 LX2642'BUILDING.
 LX2642
 LX2642                          STATION RECOVERY (1988)
 LX2642
 LX2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LX2642'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LX2642'FOLLOWS.
 LX2642'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST-SOUTHWEST OF
 LX2642'CHESTER, 0.8 KM (0.50 MI) SOUTH OF STATE HIGHWAY 148, AT THE CHESTER
 LX2642'AIRPORT, ABOUT 0.2 KM (0.10 MI) NORTH OF THE TERMINAL BUILDING AND ON
 LX2642'THE WEST SIDE OF THE RUNWAY.
 LX2642'OWNERSHIP--CHESTER AIRPORT INC., C/O AIRPORT MANAGER GEORGE GAGER,
 LX2642'WINTHROP ROAD, CHESTER CT 06412.  PHONE 203 526-4321.
 LX2642'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 148,
 LX2642'ABOUT 1.6 KM (1.00 MI) WEST OF CHESTER, GO WEST FOR 2.6 KM (1.60 MI)
 LX2642'ON HIGHWAY 148 TO THE JUNCTION OF STATE HIGHWAY 145 ON THE LEFT.  TURN
 LX2642'LEFT AND GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON HIGHWAY 145 TO A
 LX2642'CROSSROAD.  TURN LEFT AND GO SOUTH AND UPHILL FOR 0.4 KM (0.25 MI) ON
 LX2642'A PAVED ROAD TO THE AIRPORT TERMINAL BUILDING AND A GATE AT THE
 LX2642'NORTHEAST CORNER OF THE BUILDING.  PASS THROUGH GATE AND TURN SHARP
 LX2642'LEFT AND GO NORTH FOR 160 M (524.9 FT) ON THE GRASS AIRPLAND PARKING
 LX2642'AREA AND GRASS RUNWAY TO THE STATION.
 LX2642'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 LX2642'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LX2642'160.0 M (524.9 FT) NORTH FROM THE NORTH SIDE OF THE TERMINAL BUILDING,
 LX2642'32.2 M (105.6 FT) EAST FROM THE NORTH GATE POST OF THE SECOND GATE
 LX2642'NORTH OF THE TERMINAL BUILDING, 19.2 M (63.0 FT) EAST FROM THE THIRD
 LX2642'LIGHT NORTH OF THE TERMINAL BUILDING AND 11.2 M (36.7 FT) WEST FROM
 LX2642'THE CENTER OF THE RUNWAY.
 LX2642'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---ZIEMBA 1985---,
 LX2642'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 LX2642'DESCRIBED BY A.L. BAUGH, TYPED BY R.L. ZURFLUH.
 LX2642
 LX2642                          STATION RECOVERY (1995)
 LX2642
 LX2642'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2642'RECOVERED IN GOOD CONDITION.
 LX2642
 LX2642                          STATION RECOVERY (1999)
 LX2642
 LX2642'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX2642'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 LX2642'AIRPORT CONTROL STATION.
 LX2642
 LX2642                          STATION RECOVERY (2000)
 LX2642
 LX2642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (CSM)
 LX2642'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF CHESTER, 1.21 KM
 LX2642'(0.75 MI) SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 148 AND 145,
 LX2642'AT THE CHESTER AIRPORT, ABOUT 0.24 KM (0.15 MI) NORTH OF THE AIRPORT
 LX2642'OFFICE BUILDING IN THE GRASSY MEDIAN BETWEEN THE TAXIWAY AND
 LX2642'RUNWAY. OWNERSHIP--CHESTER AIRPORT, INC.  CONTACT MR JIM OLSON,
 LX2642'AIRPORT MANAGER ONE DAY IN ADVANCE BEFORE OCCUPYING THE
 LX2642'STATION, PHONE 860-526-4321.  TO REACH THE STATION FROM THE
 LX2642'JUNCTION OF STATE HIGHWAYS 9 AND 145 IN CHESTER, FROM THE CENTER
 LX2642'OF THE UNDERPASS GO WEST ON HIGHWAY 148 FOR 2.66 KM (1.65 MI) TO
 LX2642'THE JUNCTION OF STATE HIGHWAY 145 (WINDTHROPE ROAD) ON THE LEFT,
 LX2642'TURN LEFT, SOUTHWEST ON HIGHWAY 145 FOR 1.21 KM (0.75 MI) TO THE
 LX2642'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, SOUTH AND UPHILL ON
 LX2642'THE DRIVE FOR 0.40 KM (0.25 MI) TO THE FIELD SECURITY GATE ON THE LEFT
 LX2642'ON THE NORTH SIDE OF THE AIRPORT OFFICE BUILDING, TURN LEFT AND
 LX2642'PASS THROUGH THE GATE THEN TURN LEFT, NORTH ALONG THE TAXIWAY
 LX2642'FOR 0.40 KM (0.25 MI) TO A SMALL WALKWAY THROUGH THE GATE IN THE
 LX2642'PERIMETER FENCE ON THE LEFT AND THE STATION ON THE RIGHT ABOUT IN
 LX2642'THE CENTER OF THE GRASSY MEDIAN BETWEEN THE TAXIWAY AND
 LX2642'RUNWAY AND ABOUT FLUSH WITH THE GROUND.  THE STATION IS AN NGS
 LX2642'HORIZONTAL CONTROL DISK SET IN THE TOP OF A ROUND 30 CM CONCRETE
 LX2642'POST.  LOCATED 32.16 M (105.51 FT) EAST OF AND ACROSS THE TAXIWAY
 LX2642'FROM THE NORTH GATE POST OF THE WALKWAY THROUGH THE GATE, 21.7
 LX2642'M (71.2 FT) NORTH-NORTHWEST OF THE THIRD RUNWAY LIGHT/CONE
 LX2642'NORTH OF THE ENTRANCE GATE, 11.28 M (37.01 FT) WEST OF THE CENTER OF
 LX2642'THE RUNWAY AND 4.27 M (14.01 FT) EAST OF THE EAST EDGE OF THE
 LX2642'TAXIWAY.
 LX2642'
 LX2642
 LX2642                          STATION RECOVERY (2003)
 LX2642
 LX2642'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2003 (RB)
 LX2642'THE STATION MARK IS A STANDARD NGS TRIANGULATION BRASS DISK,  STAMPED
 LX2642'ZIEMBA 1985, SET INTO THE TOP OF A 12 IN. DIAMETER  CYLINDRICAL
 LX2642'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE  OF THE GROUND. THE
 LX2642'UNDERGROUND MARK IS A STANDARD NGS DISK,  STAMPED ZIEMBA 1985, SET
 LX2642'INTO AN IRREGULAR MASS OF CONCRETE  WHICH IS RECESSED 42 IN. BELOW THE
 LX2642'GROUND. TO REACH THE STATION FROM THE INTERSECTION OF CT ROUTE  148
 LX2642'(WEST MAIN STREET) AND CT ROUTE 145 (WINTHROP ROAD), PROCEED
 LX2642'SOUTHWEST ON CT ROUTE 145 FOR 0.75 MI. TO THE CHESTER AIRPORT
 LX2642'ENTRANCE. TURN LEFT INTO THE AIRPORT AND PROCEED SOUTH ON A  PAVED
 LX2642'ROAD FOR 0.25 MI. TO A GATE AT THE NORTHEAST CORNER OF THE  AIRPORT
 LX2642'TERMINAL BUILDING. PASS THROUGH THE GATE, TURN SHARP  LEFT AND PROCEED
 LX2642'NORTH FOR 524.9 FT. TO THE STATION. THE STATION IS LOCATED IN A GRASSY
 LX2642'AREA, 524.9 FT. NORTH OF  THE NORTH SIDE OF THE TERMINAL BUILDING,
 LX2642'105.6 FT. EAST OF THE NORTH  GATE POST OF THE SECOND GATE NORTH OF THE
 LX2642'TERMINAL BUILDING, 36.7  FT. WEST OF THE CENTERLINE OF THE RUNWAY, AND
 LX2642'63.0 FT. EAST OF THE  THIRD LIGHT NORTH OF THE TERMINAL BUILDING.
 LX2642
 LX2642                          STATION RECOVERY (2005)
 LX2642
 LX2642'RECOVERY NOTE BY CONNECTICUT GEODETIC SURVEY 2005
 LX2642'RECOVERED AS DESCRIBED IN NGS DATABASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LX2643 ***********************************************************************
 LX2643  SACS        -  This is a Secondary Airport Control Station.
 LX2643  DESIGNATION -  ZIEMBA AZ MK
 LX2643  PID         -  LX2643
 LX2643  STATE/COUNTY-  CT/MIDDLESEX
 LX2643  USGS QUAD   -  HADDAM (1971)
 LX2643
 LX2643                         *CURRENT SURVEY CONTROL
 LX2643  ___________________________________________________________________
 LX2643* NAD 83(1996)-  41 22 52.07861(N)    072 30 17.19721(W)     ADJUSTED  
 LX2643* NAVD 88     -       123.816  (meters)     406.22   (feet)  ADJUSTED  
 LX2643  ___________________________________________________________________
 LX2643  X           -   1,440,837.391 (meters)                     COMP
 LX2643  Y           -  -4,571,081.240 (meters)                     COMP
 LX2643  Z           -   4,194,337.704 (meters)                     COMP
 LX2643  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 LX2643  ELLIP HEIGHT-          93.75  (meters)          (06/04/02) GPS OBS
 LX2643  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 LX2643  DYNAMIC HT  -         123.772 (meters)     406.08  (feet)  COMP
 LX2643  MODELED GRAV-     980,269.4   (mgal)                       NAVD 88
 LX2643
 LX2643  HORZ ORDER  -  FIRST
 LX2643  VERT ORDER  -  FIRST     CLASS II
 LX2643  ELLP ORDER  -  FOURTH    CLASS I
 LX2643
 LX2643.This mark is at Chester Airport (3B9)
 LX2643
 LX2643.The horizontal coordinates were established by GPS observations
 LX2643.and adjusted by the National Geodetic Survey in May 2000..
 LX2643
 LX2643.The orthometric height was determined by differential leveling
 LX2643.and adjusted by the National Geodetic Survey in June 1991..
 LX2643
 LX2643.Photographs are available for this station.
 LX2643
 LX2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LX2643
 LX2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LX2643
 LX2643.The ellipsoidal height was determined by GPS observations
 LX2643.and is referenced to NAD 83.
 LX2643
 LX2643.The geoid height was determined by GEOID03.
 LX2643
 LX2643.The dynamic height is computed by dividing the NAVD 88
 LX2643.geopotential number by the normal gravity value computed on the
 LX2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LX2643.degrees latitude (g = 980.6199 gals.).
 LX2643
 LX2643.The modeled gravity was interpolated from observed gravity values.
 LX2643
 LX2643;                    North         East     Units Scale Factor Converg.
 LX2643;SPC CT       -   213,266.713   325,312.885   MT  0.99998667   +0 09 45.4
 LX2643;SPC CT       -   699,692.54  1,067,297.36   sFT  0.99998667   +0 09 45.4
 LX2643;UTM  18      - 4,584,072.254   708,647.018   MT  1.00013578   +1 39 00.4
 LX2643
 LX2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LX2643!SPC CT       -   0.99998530  x   0.99998667  =   0.99997197
 LX2643!UTM  18      -   0.99998530  x   1.00013578  =   1.00012107
 LX2643
 LX2643|---------------------------------------------------------------------|
 LX2643| PID    Reference Object                     Distance      Geod. Az  |
 LX2643|                                                           dddmmss.s |
 LX2643| AI5546 3B9 A                               332.709 METERS 33632     |
 LX2643| LX2642 ZIEMBA                              APPROX. 0.5 KM 3404934.5 |
 LX2643|---------------------------------------------------------------------|
 LX2643
 LX2643                          SUPERSEDED SURVEY CONTROL
 LX2643
 LX2643  NAD 83(1996)-  41 22 52.06985(N)    072 30 17.19976(W) AD(       ) 3
 LX2643  ELLIP H (08/17/98)   94.23   (m)                       GP(       ) 4 1
 LX2643  NAD 83(1992)-  41 22 52.06732(N)    072 30 17.19895(W) AD(       ) 3
 LX2643  ELLIP H (01/17/96)   94.19   (m)                       GP(       ) 4 2
 LX2643  NAD 83(1986)-  41 22 52.06974(N)    072 30 17.20255(W) AD(       ) 3
 LX2643  NAD 27      -  41 22 51.71409(N)    072 30 18.88183(W) AD(       ) 3
 LX2643  NAVD 88 (05/22/00)  123.81   (m)          406.2    (f) LEVELING    3  
 LX2643  NGVD 29 (03/22/89)  124.10   (m)          407.2    (f) LEVELING    3  
 LX2643
 LX2643.Superseded values are not recommended for survey control.
 LX2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LX2643.See file dsdata.txt to determine how the superseded data were derived.
 LX2643
 LX2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYL0864784072(NAD 83)
 LX2643_MARKER: DZ = AZIMUTH MARK DISK
 LX2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LX2643_SP_SET: CONCRETE POST
 LX2643_STAMPING: ZIEMBA 1985
 LX2643_MARK LOGO: NGS   
 LX2643_PROJECTION: FLUSH
 LX2643_MAGNETIC: N = NO MAGNETIC MATERIAL
 LX2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LX2643+STABILITY: SURFACE MOTION
 LX2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LX2643+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1999
 LX2643
 LX2643  HISTORY     - Date     Condition        Report By
 LX2643  HISTORY     - 1985     MONUMENTED       NGS
 LX2643  HISTORY     - 1985     GOOD             NGS
 LX2643  HISTORY     - 19880610 GOOD             NGS
 LX2643  HISTORY     - 19950819 GOOD             USPSQD
 LX2643  HISTORY     - 19990927 GOOD             WOOLPT
 LX2643
 LX2643                          STATION DESCRIPTION
 LX2643
 LX2643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LX2643'6.5 KM (4.05 MI) WEST FROM CHESTER.
 LX2643'THE MARK IS ABOVE LEVEL WITH RUNWAY.
 LX2643'4.7 KM (2.9 MI) WEST ALONG STATE HIGHWAY 148 FROM THE JUNCTION OF
 LX2643'NORTH MAIN STREET IN CHESTER, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG
 LX2643'STATE HIGHWAY 145, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG A PAVED ROAD
 LX2643'TO THE TERMINAL BUILDING, THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG A
 LX2643'RUNWAY TO THE MARK ON THE LEFT, 11.2 METERS (36.8 FT) WEST OF THE
 LX2643'CENTER OF THE RUNWAY, 8.8 METERS (29.0 FT) NORTH OF THE CENTER OF A
 LX2643'TAXI-WAY, 20.1 METERS (66.0 FT) EAST-SOUTHEAST OF THE FIRST LIGHT
 LX2643'NORTH OF THE TAXI-WAY.
 LX2643
 LX2643                          STATION RECOVERY (1988)
 LX2643
 LX2643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LX2643'THE STATION WAS RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION
 LX2643'FOLLOWS.
 LX2643'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) WEST-SOUTHWEST OF
 LX2643'CHESTER, 0.8 KM (0.50 MI) SOUTH OF STATE HIGHWAY 148, AT THE CHESTER
 LX2643'AIRPORT, ON THE WEST SIDE OF THE RUNWAY AND JUST NORTH OF WHERE THE
 LX2643'TAXIWAY MEETS THE RUNWAY.
 LX2643'OWNERSHIP--CHESTER AIRPORT INC., C/O AIRPORT MANAGER GEORGE GAGER,
 LX2643'WINTHROP ROAD, CHESTER CT 06412.  PHONE 203 526-4321.
 LX2643'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGWHAYS 9 AND 148,
 LX2643'ABOUT 1.6 KM (1.00 MI) WEST OF CHESTER, GO WEST FOR 2.6 KM (1.60 MI)
 LX2643'ON HIGHWAY 148 TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST FOR
 LX2643'1.2 KM (0.75 MI) ON STATE HIGHWAY 145 TO A CROSS ROAD.  TURN LEFT AND
 LX2643'GO SOUTH AND UPHILL FOR 0.4 KM (0.25 MI) ON A PAVED ROAD TO THE
 LX2643'AIRPORT TERMINAL BUILDING AND A GATE AT THE NORTHEAST CORNER OF THE
 LX2643'BUILDING.  PASS THROUGH GATE AND GO SOUTH FOR 0.3 KM (0.20 MI) ON A
 LX2643'PAVED TAXIWAY TO THE STATION ON THE LEFT, JUST BEFORE REACHING THE
 LX2643'RUNWAY.
 LX2643'THE STATION IS A STANDARD NGS DISK SET INTO THE TOP OF A ROUND
 LX2643'CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH THE GROUND.  LOCATED
 LX2643'51.0 M (167.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF A METAL
 LX2643'QUONSET TYPE HANGAR, 11.1 M (36.4 FT) WEST FORM THE CENTER OF THE
 LX2643'RUNWAY, AND 8.8 M (28.9 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 LX2643'TAXIWAY.
 LX2643'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---ZIEMBA 1985---,
 LX2643'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 LX2643'DESCRIBED BY A.L. BAUGH, TYPED BY R.L. ZURFLUH.
 LX2643
 LX2643                          STATION RECOVERY (1995)
 LX2643
 LX2643'RECOVERY NOTE BY US POWER SQUADRON 1995
 LX2643'RECOVERED IN GOOD CONDITION.
 LX2643
 LX2643                          STATION RECOVERY (1999)
 LX2643
 LX2643'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 (ARL)
 LX2643'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 LX2643'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 LW0725 ***********************************************************************
 LW0725  DESIGNATION -  ZZ 37
 LW0725  PID         -  LW0725
 LW0725  STATE/COUNTY-  CT/NEW LONDON
 LW0725  USGS QUAD   -  MYSTIC (1984)
 LW0725
 LW0725                         *CURRENT SURVEY CONTROL
 LW0725  ___________________________________________________________________
 LW0725* NAD 83(1986)-  41 20 40.     (N)    071 55 42.     (W)     SCALED    
 LW0725* NAVD 88     -        23.028  (meters)      75.55   (feet)  ADJUSTED  
 LW0725  ___________________________________________________________________
 LW0725  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 LW0725  DYNAMIC HT  -          23.019 (meters)      75.52  (feet)  COMP
 LW0725  MODELED GRAV-     980,273.8   (mgal)                       NAVD 88
 LW0725
 LW0725  VERT ORDER  -  FIRST     CLASS I
 LW0725
 LW0725.The horizontal coordinates were scaled from a topographic map and have
 LW0725.an estimated accuracy of +/- 6 seconds.
 LW0725
 LW0725.The orthometric height was determined by differential leveling
 LW0725.and adjusted by the National Geodetic Survey in June 1991..
 LW0725
 LW0725.The geoid height was determined by GEOID03.
 LW0725
 LW0725.The dynamic height is computed by dividing the NAVD 88
 LW0725.geopotential number by the normal gravity value computed on the
 LW0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LW0725.degrees latitude (g = 980.6199 gals.).
 LW0725
 LW0725.The modeled gravity was interpolated from observed gravity values.
 LW0725
 LW0725;                    North         East    Units  Estimated Accuracy
 LW0725;SPC CT       -   209,490.      373,570.      MT  (+/- 180 meters Scaled)
 LW0725
 LW0725                          SUPERSEDED SURVEY CONTROL
 LW0725
 LW0725  NGVD 29 (??/??/92)   23.317  (m)           76.50   (f) ADJ UNCH    1 1
 LW0725
 LW0725.Superseded values are not recommended for survey control.
 LW0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LW0725.See file dsdata.txt to determine how the superseded data were derived.
 LW0725
 LW0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBF549811(NAD 83)
 LW0725_MARKER: DB = BENCH MARK DISK
 LW0725_SETTING: 66 = SET IN ROCK OUTCROP
 LW0725_SP_SET: BEDROCK
 LW0725_STAMPING: ZZ 37 1965
 LW0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LW0725+STABILITY: POSITION/ELEVATION WELL
 LW0725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LW0725+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2002
 LW0725
 LW0725  HISTORY     - Date     Condition        Report By
 LW0725  HISTORY     - 1965     MONUMENTED       CGS
 LW0725  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 LW0725  HISTORY     - 20020219 GOOD             USPSQD
 LW0725
 LW0725                          STATION DESCRIPTION
 LW0725
 LW0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 LW0725'2.4 MI SE FROM MYSTIC.
 LW0725'2.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 LW0725'AT MYSTIC, ABOUT 0.85 MILES WEST OF THE JUNCTION OF FLANDERS
 LW0725'ROAD, AT THE JUNCTION OF THE OLD HIGHWAY LEADING SOUTHWEST, SET
 LW0725'ON THE TOP OF A LARGE MASS OF BEDROCK, 74 FEET NORTH OF THE
 LW0725'CENTER LINE OF THE HIGHWAY, 57 FEET EAST OF THE CENTER LINE OF A
 LW0725'ROAD LEADING NORTH, 33.4 FEET NORTHEAST OF THE EAST END OF THE
 LW0725'NORTH CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER THE
 LW0725'HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 LW0725
 LW0725                          STATION RECOVERY (1984)
 LW0725
 LW0725'RECOVERY NOTE BY US POWER SQUADRON 1984
 LW0725'MARK NOT FOUND.
 LW0725
 LW0725                          STATION RECOVERY (2002)
 LW0725
 LW0725'RECOVERY NOTE BY US POWER SQUADRON 2002 (AES)
 LW0725'DISK IS LEVEL WITH THE GROUND, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY,
 LW0725'ABOUT 30 FEET E OF DRIVEWAY ENTRANCE  LEADING N TO DARLING HILL FARM.
 LW0725'ABOUT NE OF EXTENDED CENTER LINE OF LORDS HILL ROAD, LEADING SW. BEARS
 LW0725'030 FROM CLP POLE 6378 WITH STREET LIGHT ON SW CORNER OF LORDS HILL
 LW0725'ROAD AND US 1.

 *** retrieval complete.
